














                                  SURVEY CONTROL DATA
                                
                             STATE=AZ
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9085 ***********************************************************************
 DG9085  PACS        -  This is a Primary Airport Control Station.
 DG9085  DESIGNATION -  0V7 A
 DG9085  PID         -  DG9085
 DG9085  STATE/COUNTY-  AZ/NAVAJO
 DG9085  USGS QUAD   -  KAYENTA EAST (1968)
 DG9085
 DG9085                         *CURRENT SURVEY CONTROL
 DG9085  ___________________________________________________________________
 DG9085* NAD 83(1992)-  36 42 54.12314(N)    110 14 03.91239(W)     ADJUSTED  
 DG9085* NAVD 88     -      1727.73   (meters)    5668.4    (feet)  GPS OBS   
 DG9085  ___________________________________________________________________
 DG9085  X           -  -1,770,927.439 (meters)                     COMP
 DG9085  Y           -  -4,804,331.563 (meters)                     COMP
 DG9085  Z           -   3,793,110.479 (meters)                     COMP
 DG9085  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG9085  ELLIP HEIGHT-        1707.24  (meters)          (01/17/05) GPS OBS
 DG9085  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 DG9085
 DG9085  HORZ ORDER  -  B
 DG9085  ELLP ORDER  -  FOURTH    CLASS I
 DG9085
 DG9085.This mark is at Kayenta Airport  (0V7)
 DG9085
 DG9085.The horizontal coordinates were established by GPS observations
 DG9085.and adjusted by the MOUNTAIN SURVEYING in January 2005..
 DG9085
 DG9085.The orthometric height was determined by GPS observations and a
 DG9085.high-resolution geoid model.
 DG9085
 DG9085.GPS derived orthometric heights for airport stations designated as
 DG9085.PACS or SACS are published to 2 decimal places.  This maintains
 DG9085.centimeter relative accuracy between the PACS and SACS.  It does
 DG9085.not indicate centimeter accuracy relative to other marks which are
 DG9085.part of the NAVD 88 network.
 DG9085
 DG9085.Photographs are available for this station.
 DG9085
 DG9085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9085
 DG9085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9085
 DG9085.The ellipsoidal height was determined by GPS observations
 DG9085.and is referenced to NAD 83.
 DG9085
 DG9085.The geoid height was determined by GEOID03.
 DG9085
 DG9085;                    North         East     Units Scale Factor Converg.
 DG9085;SPC AZ E     -   633,851.328   207,307.327   MT  0.99990045   -0 02 25.8
 DG9085;SPC AZ E     - 2,079,564.72    680,142.15   iFT  0.99990045   -0 02 25.8
 DG9085;UTM  12      - 4,063,534.044   568,372.233   MT  0.99965759   +0 27 27.8
 DG9085
 DG9085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9085!SPC AZ E     -   0.99973214  x   0.99990045  =   0.99963262
 DG9085!UTM  12      -   0.99973214  x   0.99965759  =   0.99938982
 DG9085
 DG9085                          SUPERSEDED SURVEY CONTROL
 DG9085
 DG9085.No superseded survey control is available for this station.
 DG9085
 DG9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6837263534(NAD 83)
 DG9085_MARKER: F = FLANGE-ENCASED ROD
 DG9085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9085_STAMPING: 0V7 A 2004
 DG9085_MARK LOGO: NGS   
 DG9085_PROJECTION: FLUSH
 DG9085_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9085+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9085_ROD/PIPE-DEPTH: 8.17 meters
 DG9085_SLEEVE-DEPTH  : 0.9 meters
 DG9085
 DG9085  HISTORY     - Date     Condition        Report By
 DG9085  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9085
 DG9085                          STATION DESCRIPTION
 DG9085
 DG9085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9085'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA,  AT THE KAYENTA
 DG9085'MUNICIPAL AIRPORT.
 DG9085' 
 DG9085'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9085'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9085'TO A ROAD ON THE LEFT.  TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9085'CONTINUE NORTH FOR 0.32 KM (0.2 MI) TO RUNWAY 5-23.  TURN RIGHT (EAST)
 DG9085'ON THE RUNWAY FOR 0.56 KM (0.35 MI) AND THE STATION ON THE LEFT.
 DG9085' 
 DG9085'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG9085'REFUSAL AT A DEPTH OF 8.17 M (26.8 FT)ENCASED IN A 0.9 M (3.0 FT) LONG
 DG9085'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DG9085'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 63.2 M
 DG9085'(207.3 FT) NORTH OF THE NORTH EDGE OF RUNWAY 5-23,60.0 M (196.8 FT)
 DG9085'NORTH OF A RUNWAY LIGHT, AND 1.6 M (5.2 FT) SOUTH OF THE PERIMETER
 DG9085'FENCE AND A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED AS A
 DG9085'PRIMARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9086 ***********************************************************************
 DG9086  SACS        -  This is a Secondary Airport Control Station.
 DG9086  DESIGNATION -  0V7 B
 DG9086  PID         -  DG9086
 DG9086  STATE/COUNTY-  AZ/NAVAJO
 DG9086  USGS QUAD   -  KAYENTA EAST (1968)
 DG9086
 DG9086                         *CURRENT SURVEY CONTROL
 DG9086  ___________________________________________________________________
 DG9086* NAD 83(1992)-  36 42 46.65573(N)    110 14 24.56109(W)     ADJUSTED  
 DG9086* NAVD 88     -      1733.07   (meters)    5685.9    (feet)  GPS OBS   
 DG9086  ___________________________________________________________________
 DG9086  X           -  -1,771,457.484 (meters)                     COMP
 DG9086  Y           -  -4,804,287.428 (meters)                     COMP
 DG9086  Z           -   3,792,929.102 (meters)                     COMP
 DG9086  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DG9086  ELLIP HEIGHT-        1712.59  (meters)          (01/17/05) GPS OBS
 DG9086  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 DG9086
 DG9086  HORZ ORDER  -  FIRST
 DG9086  ELLP ORDER  -  FOURTH    CLASS I
 DG9086
 DG9086.This mark is at Kayenta Airport  (0V7)
 DG9086
 DG9086.The horizontal coordinates were established by GPS observations
 DG9086.and adjusted by the MOUNTAIN SURVEYING in January 2005..
 DG9086
 DG9086.The orthometric height was determined by GPS observations and a
 DG9086.high-resolution geoid model.
 DG9086
 DG9086.GPS derived orthometric heights for airport stations designated as
 DG9086.PACS or SACS are published to 2 decimal places.  This maintains
 DG9086.centimeter relative accuracy between the PACS and SACS.  It does
 DG9086.not indicate centimeter accuracy relative to other marks which are
 DG9086.part of the NAVD 88 network.
 DG9086
 DG9086.Photographs are available for this station.
 DG9086
 DG9086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9086
 DG9086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9086
 DG9086.The ellipsoidal height was determined by GPS observations
 DG9086.and is referenced to NAD 83.
 DG9086
 DG9086.The geoid height was determined by GEOID03.
 DG9086
 DG9086;                    North         East     Units Scale Factor Converg.
 DG9086;SPC AZ E     -   633,621.541   206,794.754   MT  0.99990053   -0 02 38.2
 DG9086;SPC AZ E     - 2,078,810.83    678,460.48   iFT  0.99990053   -0 02 38.2
 DG9086;UTM  12      - 4,063,299.865   567,861.802   MT  0.99965673   +0 27 15.3
 DG9086
 DG9086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9086!SPC AZ E     -   0.99973130  x   0.99990053  =   0.99963186
 DG9086!UTM  12      -   0.99973130  x   0.99965673  =   0.99938813
 DG9086
 DG9086                          SUPERSEDED SURVEY CONTROL
 DG9086
 DG9086.No superseded survey control is available for this station.
 DG9086
 DG9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6786263300(NAD 83)
 DG9086_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9086_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9086_STAMPING: 0V7 B 2004
 DG9086_MARK LOGO: NGS   
 DG9086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9086+STABILITY: SURFACE MOTION
 DG9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9086+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9086
 DG9086  HISTORY     - Date     Condition        Report By
 DG9086  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9086
 DG9086                          STATION DESCRIPTION
 DG9086
 DG9086'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9086'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9086'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA, AT THE KAYENTA
 DG9086'MUNICIPAL AIRPORT.
 DG9086' 
 DG9086'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9086'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9086'TO A ROAD ON THE LEFT.   TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9086'CONTINUE NORTH FOR 0.32 KM (0.2 MI)  TO RUNWAY 5-23.  TURN RIGHT
 DG9086'(EAST) ON THE RUNWAY FOR 60.96 M (200 FT) AND THE  STATION ON THE
 DG9086'LEFT.
 DG9086' 
 DG9086'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DG9086'POST.  IT IS  69.36 M (227.6 FT) NORTH OF A RUNWAY LIGHT, 62.56 M
 DG9086'(205.3 FT) NORTH OF THE NORTH  EDGE OF RUNWAY 5-23, 37.55 M (123.2 FT)
 DG9086'EAST OF A FENCE H-BRACE IN THE FENCE, 2.0 M  (6.6 FT) SOUTH OF THE
 DG9086'FENCE AND A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED  AS A
 DG9086'SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9087 ***********************************************************************
 DG9087  SACS        -  This is a Secondary Airport Control Station.
 DG9087  DESIGNATION -  0V7 C
 DG9087  PID         -  DG9087
 DG9087  STATE/COUNTY-  AZ/NAVAJO
 DG9087  USGS QUAD   -  KAYENTA EAST (1968)
 DG9087
 DG9087                         *CURRENT SURVEY CONTROL
 DG9087  ___________________________________________________________________
 DG9087* NAD 83(1992)-  36 42 55.43476(N)    110 13 42.64510(W)     ADJUSTED  
 DG9087* NAVD 88     -      1725.42   (meters)    5660.8    (feet)  GPS OBS   
 DG9087  ___________________________________________________________________
 DG9087  X           -  -1,770,423.065 (meters)                     COMP
 DG9087  Y           -  -4,804,489.693 (meters)                     COMP
 DG9087  Z           -   3,793,141.505 (meters)                     COMP
 DG9087  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DG9087  ELLIP HEIGHT-        1704.91  (meters)          (01/17/05) GPS OBS
 DG9087  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 DG9087
 DG9087  HORZ ORDER  -  FIRST
 DG9087  ELLP ORDER  -  FOURTH    CLASS I
 DG9087
 DG9087.This mark is at Kayenta Airport  (0V7)
 DG9087
 DG9087.The horizontal coordinates were established by GPS observations
 DG9087.and adjusted by the MOUNTAIN SURVEYING in January 2005..
 DG9087
 DG9087.The orthometric height was determined by GPS observations and a
 DG9087.high-resolution geoid model.
 DG9087
 DG9087.GPS derived orthometric heights for airport stations designated as
 DG9087.PACS or SACS are published to 2 decimal places.  This maintains
 DG9087.centimeter relative accuracy between the PACS and SACS.  It does
 DG9087.not indicate centimeter accuracy relative to other marks which are
 DG9087.part of the NAVD 88 network.
 DG9087
 DG9087.Photographs are available for this station.
 DG9087
 DG9087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9087
 DG9087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9087
 DG9087.The ellipsoidal height was determined by GPS observations
 DG9087.and is referenced to NAD 83.
 DG9087
 DG9087.The geoid height was determined by GEOID03.
 DG9087
 DG9087;                    North         East     Units Scale Factor Converg.
 DG9087;SPC AZ E     -   633,891.398   207,835.099   MT  0.99990038   -0 02 13.1
 DG9087;SPC AZ E     - 2,079,696.19    681,873.68   iFT  0.99990038   -0 02 13.1
 DG9087;UTM  12      - 4,063,578.691   568,899.510   MT  0.99965848   +0 27 40.5
 DG9087
 DG9087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9087!SPC AZ E     -   0.99973251  x   0.99990038  =   0.99963291
 DG9087!UTM  12      -   0.99973251  x   0.99965848  =   0.99939108
 DG9087
 DG9087                          SUPERSEDED SURVEY CONTROL
 DG9087
 DG9087.No superseded survey control is available for this station.
 DG9087
 DG9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6890063579(NAD 83)
 DG9087_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9087_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9087_STAMPING: 0V7 C 2004
 DG9087_MARK LOGO: NGS   
 DG9087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9087+STABILITY: SURFACE MOTION
 DG9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9087+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9087
 DG9087  HISTORY     - Date     Condition        Report By
 DG9087  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9087
 DG9087                          STATION DESCRIPTION
 DG9087
 DG9087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9087'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA, AT THE KAYENTA
 DG9087'MUNICIPAL AIRPORT.
 DG9087' 
 DG9087'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9087'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9087'TO A ROAD ON THE LEFT.   TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9087'CONTINUE NORTH FOR 0.32 KM (0.2 MI)  TO RUNWAY 5-23.  TURN RIGHT
 DG9087'(EAST) ON THE RUNWAY FOR 1.05 KM (0.65 MI) AND THE  STATION ON THE
 DG9087'RIGHT.
 DG9087' 
 DG9087'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DG9087'POST.   IT IS 93.5 M (306.8 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY
 DG9087'5-23, 102.2 M (335.3 FT)  EAST OF A CORNER ON THE SOUTH PERIMETER
 DG9087'FENCE, 1.5 M (4.9 FT) NORTH OF THE FENCE  AND A FIBERGLASS WITNESS
 DG9087'POST. THIS STATION IS DESIGNATED AS A SECONDARY CONTROL  STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0439 ***********************************************************************
 CY0439  DESIGNATION -  1
 CY0439  PID         -  CY0439
 CY0439  STATE/COUNTY-  AZ/COCHISE
 CY0439  USGS QUAD   -  RAILROAD PASS (1979)
 CY0439
 CY0439                         *CURRENT SURVEY CONTROL
 CY0439  ___________________________________________________________________
 CY0439* NAD 83(1986)-  32 21 46.     (N)    109 37 39.     (W)     SCALED    
 CY0439* NAVD 88     -      1234.73   (+/-2cm)    4050.9    (feet)  VERTCON   
 CY0439  ___________________________________________________________________
 CY0439  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0439
 CY0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0439
 CY0439.The horizontal coordinates were scaled from a topographic map and have
 CY0439.an estimated accuracy of +/- 6 seconds.
 CY0439
 CY0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0439.The vertical order pertains to the NGVD 29 superseded value.
 CY0439
 CY0439.The geoid height was determined by GEOID03.
 CY0439
 CY0439;                    North         East    Units  Estimated Accuracy
 CY0439;SPC AZ E     -   151,220.      264,100.      MT  (+/- 180 meters Scaled)
 CY0439
 CY0439                          SUPERSEDED SURVEY CONTROL
 CY0439
 CY0439  NGVD 29 (??/??/92) 1233.924  (m)         4048.30   (f) ADJ UNCH    1 2
 CY0439
 CY0439.Superseded values are not recommended for survey control.
 CY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0439.See file dsdata.txt to determine how the superseded data were derived.
 CY0439
 CY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA291814(NAD 83)
 CY0439_MARKER: DD = SURVEY DISK
 CY0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0439_SP_SET: BRIDGE
 CY0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0439
 CY0439  HISTORY     - Date     Condition        Report By
 CY0439  HISTORY     - UNK      MONUMENTED       AZHD
 CY0439  HISTORY     - 1960     GOOD             NGS
 CY0439
 CY0439                          STATION DESCRIPTION
 CY0439
 CY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0439'8.7 MI W FROM BOWIE.
 CY0439'7.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0439'STATION AT BOWIE, COCHISE COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 CY0439'STATE HIGHWAY 86, 0.25 MILE EAST OF HIGHWAY MILEPOST 343, 0.2 MILE
 CY0439'WEST OF THE EAST LEG OF THE Y INTERSECTION OF U.S. HIGHWAY 666, AT A
 CY0439'BRIDGE CARRYING THE WESTBOUND LANE OF HIGHWAY 86 OVER A DEEP WASH, IN
 CY0439'THE TOP OF THE EAST END OF THE BASE OF THE SOUTH RAILING, 18.3 FEET
 CY0439'SOUTH OF THE CENTERLINE OF THE BRIDGE, 21.7 FEET WEST OF THE EAST END
 CY0439'OF THE BRIDGE, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  AN ARIZONA
 CY0439'HIGHWAY DEPARTMENT STANDARD DISK, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1115 ***********************************************************************
 CZ1115  DESIGNATION -  1
 CZ1115  PID         -  CZ1115
 CZ1115  STATE/COUNTY-  AZ/PINAL
 CZ1115  USGS QUAD   -  STANFIELD (1992)
 CZ1115
 CZ1115                         *CURRENT SURVEY CONTROL
 CZ1115  ___________________________________________________________________
 CZ1115* NAD 83(1986)-  32 52 46.     (N)    111 58 49.     (W)     SCALED    
 CZ1115* NAVD 88     -       398.22   (+/-2cm)    1306.5    (feet)  VERTCON   
 CZ1115  ___________________________________________________________________
 CZ1115  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1115
 CZ1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1115
 CZ1115.The horizontal coordinates were scaled from a topographic map and have
 CZ1115.an estimated accuracy of +/- 6 seconds.
 CZ1115
 CZ1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1115.The vertical order pertains to the NGVD 29 superseded value.
 CZ1115
 CZ1115.The geoid height was determined by GEOID03.
 CZ1115
 CZ1115;                    North         East    Units  Estimated Accuracy
 CZ1115;SPC AZ C     -   208,390.      207,410.      MT  (+/- 180 meters Scaled)
 CZ1115
 CZ1115                          SUPERSEDED SURVEY CONTROL
 CZ1115
 CZ1115  NGVD 29 (??/??/92)  397.641  (m)         1304.59   (f) ADJ UNCH    2 0
 CZ1115
 CZ1115.Superseded values are not recommended for survey control.
 CZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1115.See file dsdata.txt to determine how the superseded data were derived.
 CZ1115
 CZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB083383(NAD 83)
 CZ1115_MARKER: DD = SURVEY DISK
 CZ1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1115_SP_SET: CULVERT
 CZ1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1115
 CZ1115  HISTORY     - Date     Condition        Report By
 CZ1115  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1115  HISTORY     - 1951     GOOD             NGS
 CZ1115  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1115
 CZ1115                          STATION DESCRIPTION
 CZ1115
 CZ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1115'0.4 MI W FROM STANFIELD.
 CZ1115'0.4 MILE WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1115'STANFIELD, AT THE T JUNCTION OF FUQUA ROAD, AT A LARGE CONCRETE BOX
 CZ1115'CULVERT OVER AN IRRIGATION CANAL, IN THE TOP OF THE WEST END OF THE
 CZ1115'SOUTH CONCRETE HEADWALL, 14.5 FEET SOUTH OF THE CENTER LINE OF THE
 CZ1115'HIGHWAY, 1.4 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 1
 CZ1115'FOOT HIGHER THAN THE HIGHWAY.
 CZ1115
 CZ1115                          STATION RECOVERY (1963)
 CZ1115
 CZ1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0218 ***********************************************************************
 CZ0218  DESIGNATION -  1
 CZ0218  PID         -  CZ0218
 CZ0218  STATE/COUNTY-  AZ/PIMA
 CZ0218  USGS QUAD   -  TUCSON SW (1992)
 CZ0218
 CZ0218                         *CURRENT SURVEY CONTROL
 CZ0218  ___________________________________________________________________
 CZ0218* NAD 83(1986)-  32 04 23.     (N)    110 57 30.     (W)     SCALED    
 CZ0218* NAVD 88     -       788.305  (meters)    2586.30   (feet)  ADJUSTED  
 CZ0218  ___________________________________________________________________
 CZ0218  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0218  DYNAMIC HT  -         787.192 (meters)    2582.65  (feet)  COMP
 CZ0218  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 CZ0218
 CZ0218  VERT ORDER  -  FIRST     CLASS II
 CZ0218
 CZ0218.The horizontal coordinates were scaled from a topographic map and have
 CZ0218.an estimated accuracy of +/- 6 seconds.
 CZ0218
 CZ0218.The orthometric height was determined by differential leveling
 CZ0218.and adjusted by the National Geodetic Survey in June 1991..
 CZ0218
 CZ0218.The geoid height was determined by GEOID03.
 CZ0218
 CZ0218.The dynamic height is computed by dividing the NAVD 88
 CZ0218.geopotential number by the normal gravity value computed on the
 CZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0218.degrees latitude (g = 980.6199 gals.).
 CZ0218
 CZ0218.The modeled gravity was interpolated from observed gravity values.
 CZ0218
 CZ0218;                    North         East    Units  Estimated Accuracy
 CZ0218;SPC AZ C     -   119,370.      303,840.      MT  (+/- 180 meters Scaled)
 CZ0218
 CZ0218                          SUPERSEDED SURVEY CONTROL
 CZ0218
 CZ0218  NGVD 29 (??/??/92)  787.691  (m)         2584.28   (f) ADJ UNCH    1 2
 CZ0218
 CZ0218.Superseded values are not recommended for survey control.
 CZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0218.See file dsdata.txt to determine how the superseded data were derived.
 CZ0218
 CZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039485(NAD 83)
 CZ0218_MARKER: DD = SURVEY DISK
 CZ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0218_SP_SET: CULVERT
 CZ0218_STAMPING: 1
 CZ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0218
 CZ0218  HISTORY     - Date     Condition        Report By
 CZ0218  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0218  HISTORY     - 1953     GOOD             NGS
 CZ0218  HISTORY     - 1980     GOOD             NGS
 CZ0218  HISTORY     - 1980     MARK NOT FOUND   AZHD
 CZ0218  HISTORY     - 19990213 GOOD             USPSQD
 CZ0218  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0218
 CZ0218                          STATION DESCRIPTION
 CZ0218
 CZ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0218'8.05 MI N FROM SAHUARITA.
 CZ0218'8.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0218'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 107 FEET
 CZ0218'WEST OF THE WEST RAIL AT THE CENTER OF WOODEN RAILROAD BRIDGE 994.75,
 CZ0218'AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN TOP OF THE APPROXIMATE
 CZ0218'CENTER OF THE EAST CONCRETE HEAD WALL, 23.4 FEET EAST OF THE CENTER
 CZ0218'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0218
 CZ0218                          STATION RECOVERY (1980)
 CZ0218
 CZ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0218'13.2 KILOMETERS (8.2 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0218'THE POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE
 CZ0218'EAST HEADWALL OF A 1.2 X 1.5 METER (4 X 5 FOOT) BOX CULVERT
 CZ0218'AND AT A POWERLINE CROSSING THE HIGHWAY, 88 PACES SOUTH OF
 CZ0218'A CIRCLE K QUICK STOP MARKET, 7.1 METERS (23.4 FEET) EAST OF
 CZ0218'THE CENTERLINE OF THE HIGHWAY.
 CZ0218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0218
 CZ0218                          STATION RECOVERY (1980)
 CZ0218
 CZ0218'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1980
 CZ0218'MARK NOT FOUND.
 CZ0218
 CZ0218                          STATION RECOVERY (1999)
 CZ0218
 CZ0218'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0218'RECOVERED IN GOOD CONDITION.
 CZ0218
 CZ0218                          STATION RECOVERY (2006)
 CZ0218
 CZ0218'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0218'MARK NOT FOUND.  NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0773 ***********************************************************************
 CZ0773  DESIGNATION -  1
 CZ0773  PID         -  CZ0773
 CZ0773  STATE/COUNTY-  AZ/PIMA
 CZ0773  USGS QUAD   -  THREE POINTS (1992)
 CZ0773
 CZ0773                         *CURRENT SURVEY CONTROL
 CZ0773  ___________________________________________________________________
 CZ0773* NAD 83(1986)-  32 04 20.     (N)    111 21 10.     (W)     SCALED    
 CZ0773* NAVD 88     -       782.25   (+/-2cm)    2566.4    (feet)  VERTCON   
 CZ0773  ___________________________________________________________________
 CZ0773  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0773
 CZ0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0773
 CZ0773.The horizontal coordinates were scaled from a topographic map and have
 CZ0773.an estimated accuracy of +/- 6 seconds.
 CZ0773
 CZ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0773.The vertical order pertains to the NGVD 29 superseded value.
 CZ0773
 CZ0773.The geoid height was determined by GEOID03.
 CZ0773
 CZ0773;                    North         East    Units  Estimated Accuracy
 CZ0773;SPC AZ C     -   119,010.      266,600.      MT  (+/- 180 meters Scaled)
 CZ0773
 CZ0773                          SUPERSEDED SURVEY CONTROL
 CZ0773
 CZ0773  NGVD 29 (??/??/92)  781.566  (m)         2564.19   (f) ADJ UNCH    2 0
 CZ0773
 CZ0773.Superseded values are not recommended for survey control.
 CZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0773.See file dsdata.txt to determine how the superseded data were derived.
 CZ0773
 CZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA667484(NAD 83)
 CZ0773_MARKER: DD = SURVEY DISK
 CZ0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0773_SP_SET: CULVERT
 CZ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0773
 CZ0773  HISTORY     - Date     Condition        Report By
 CZ0773  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0773  HISTORY     - 1951     GOOD             NGS
 CZ0773
 CZ0773                          STATION DESCRIPTION
 CZ0773
 CZ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0773'24.7 MI SW FROM TUCSON.
 CZ0773'24.7 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0773'HIGHWAY 86, 2.4 MILES WEST OF THE GRADE SCHOOL AT THREE POINTS, 0.15
 CZ0773'MILES WEST OF WHERE A POWER LINE CROSSES THE ROAD, AND SET IN THE TOP
 CZ0773'AND IN THE CENTER OF THE SOUTHEAST HEADWALL OF A 4 BY 6 FOOT CONCRETE
 CZ0773'CULVERT, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0773'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1255 ***********************************************************************
 DV1255  DESIGNATION -  1
 DV1255  PID         -  DV1255
 DV1255  STATE/COUNTY-  AZ/MARICOPA
 DV1255  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1255
 DV1255                         *CURRENT SURVEY CONTROL
 DV1255  ___________________________________________________________________
 DV1255* NAD 83(1986)-  33 37 02.     (N)    112 07 00.     (W)     SCALED    
 DV1255* NAVD 88     -       397.621  (meters)    1304.53   (feet)  ADJUSTED  
 DV1255  ___________________________________________________________________
 DV1255  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV1255  DYNAMIC HT  -         397.160 (meters)    1303.02  (feet)  COMP
 DV1255  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DV1255
 DV1255  VERT ORDER  -  FIRST     CLASS II
 DV1255
 DV1255.The horizontal coordinates were scaled from a topographic map and have
 DV1255.an estimated accuracy of +/- 6 seconds.
 DV1255
 DV1255.The orthometric height was determined by differential leveling
 DV1255.and adjusted by the National Geodetic Survey in June 1991..
 DV1255
 DV1255.The geoid height was determined by GEOID03.
 DV1255
 DV1255.The dynamic height is computed by dividing the NAVD 88
 DV1255.geopotential number by the normal gravity value computed on the
 DV1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1255.degrees latitude (g = 980.6199 gals.).
 DV1255
 DV1255.The modeled gravity was interpolated from observed gravity values.
 DV1255
 DV1255;                    North         East    Units  Estimated Accuracy
 DV1255;SPC AZ C     -   290,220.      194,800.      MT  (+/- 180 meters Scaled)
 DV1255
 DV1255                          SUPERSEDED SURVEY CONTROL
 DV1255
 DV1255.No superseded survey control is available for this station.
 DV1255
 DV1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964202(NAD 83)
 DV1255_MARKER: DB = BENCH MARK DISK
 DV1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1255_SP_SET: HEADWALL
 DV1255_STAMPING: 1
 DV1255_MARK LOGO: AZDT  
 DV1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1255
 DV1255  HISTORY     - Date     Condition        Report By
 DV1255  HISTORY     - UNK      MONUMENTED       AZDT
 DV1255  HISTORY     - 1981     GOOD             NGS
 DV1255  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1255
 DV1255                          STATION DESCRIPTION
 DV1255
 DV1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1255'15.8 KM (9.8 MI) NORTH FROM PHOENIX.
 DV1255'15.8 KM (9.8 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1255'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE CROSSING OF A POWER
 DV1255'LINE, IN TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE BOX CULVERT
 DV1255'UNDER THE WEST FRONTAGE ROAD, 5.7 METERS (18.7 FT) WEST OF THE
 DV1255'CENTERLINE OF THE FRONTAGE ROAD, 9.8 METERS (32 FT) NORTH-NORTHEAST OF
 DV1255'A POWER LINE POLE WITH A TRANSFORMER, 65.9 METERS (216 FT) SOUTH OF
 DV1255'THE CENTERLINE OF COUNTRY GABLES DRIVE.
 DV1255'THE MARK IS 0.15 M BELOW THE ROAD.
 DV1255
 DV1255                          STATION RECOVERY (2004)
 DV1255
 DV1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1255'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0775 ***********************************************************************
 ET0775  DESIGNATION -  1
 ET0775  PID         -  ET0775
 ET0775  STATE/COUNTY-  AZ/LA PAZ
 ET0775  USGS QUAD   -  ALAMO DAM (1990)
 ET0775
 ET0775                         *CURRENT SURVEY CONTROL
 ET0775  ___________________________________________________________________
 ET0775* NAD 83(1986)-  34 13 49.     (N)    113 36 04.     (W)     SCALED    
 ET0775* NAVD 88     -       390.354  (meters)    1280.69   (feet)  ADJUSTED  
 ET0775  ___________________________________________________________________
 ET0775  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0775  DYNAMIC HT  -         389.919 (meters)    1279.26  (feet)  COMP
 ET0775  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 ET0775
 ET0775  VERT ORDER  -  FIRST     CLASS II
 ET0775
 ET0775.The horizontal coordinates were scaled from a topographic map and have
 ET0775.an estimated accuracy of +/- 6 seconds.
 ET0775
 ET0775.The orthometric height was determined by differential leveling
 ET0775.and adjusted by the National Geodetic Survey in June 1991..
 ET0775
 ET0775.The geoid height was determined by GEOID03.
 ET0775
 ET0775.The dynamic height is computed by dividing the NAVD 88
 ET0775.geopotential number by the normal gravity value computed on the
 ET0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0775.degrees latitude (g = 980.6199 gals.).
 ET0775
 ET0775.The modeled gravity was interpolated from observed gravity values.
 ET0775
 ET0775;                    North         East    Units  Estimated Accuracy
 ET0775;SPC AZ W     -   358,220.      227,080.      MT  (+/- 180 meters Scaled)
 ET0775
 ET0775                          SUPERSEDED SURVEY CONTROL
 ET0775
 ET0775.No superseded survey control is available for this station.
 ET0775
 ET0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC604907(NAD 83)
 ET0775_MARKER: DB = BENCH MARK DISK
 ET0775_SETTING: 66 = SET IN ROCK OUTCROP
 ET0775_SP_SET: ROCK OUTCROP
 ET0775_STAMPING: BM 1 LA DIST 1968
 ET0775_MARK LOGO: USE   
 ET0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0775+STABILITY: POSITION/ELEVATION WELL
 ET0775
 ET0775  HISTORY     - Date     Condition        Report By
 ET0775  HISTORY     - 1968     MONUMENTED       USE
 ET0775  HISTORY     - 1981     GOOD             NGS
 ET0775
 ET0775                          STATION DESCRIPTION
 ET0775
 ET0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0775'0.1 KM (0.05 MI) SE FROM ALAMO LAKE.
 ET0775'0.1 KM (0.05 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0775'SOUTHEAST END OF ALAMO DAM, ON THE INSIDE OF A SLIGHT ROAD CURVE, SET
 ET0775'IN TOP OF A SMALL OUTCROP SHELF AT THE BOTTOM OF A 3 X 2 FOOT OUTCROP
 ET0775'SHELF SLOPING 45 DEGREES, 4.4 METERS (14.5 FT) NORTHEAST OF THE
 ET0775'CENTERLINE OF THE ROAD, 78.6 METERS (262 FT) NORTHWEST OF THE
 ET0775'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A ROAD LEADING TO THE
 ET0775'BOTTOM OF THE DAM.
 ET0775'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0776 ***********************************************************************
 DU0776  DESIGNATION -  1
 DU0776  PID         -  DU0776
 DU0776  STATE/COUNTY-  AZ/MARICOPA
 DU0776  USGS QUAD   -  HIGLEY (1981)
 DU0776
 DU0776                         *CURRENT SURVEY CONTROL
 DU0776  ___________________________________________________________________
 DU0776* NAD 83(1986)-  33 18 49.     (N)    111 40 22.     (W)     SCALED    
 DU0776* NAVD 88     -       409.55   (+/-2cm)    1343.7    (feet)  VERTCON   
 DU0776  ___________________________________________________________________
 DU0776  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0776
 DU0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0776
 DU0776.This mark is at Phoenix-Williams Gateway Airport (IWA)
 DU0776
 DU0776.The horizontal coordinates were scaled from a topographic map and have
 DU0776.an estimated accuracy of +/- 6 seconds.
 DU0776
 DU0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0776.The vertical order pertains to the NGVD 29 superseded value.
 DU0776
 DU0776.The geoid height was determined by GEOID03.
 DU0776
 DU0776;                    North         East    Units  Estimated Accuracy
 DU0776;SPC AZ C     -   256,560.      236,070.      MT  (+/- 180 meters Scaled)
 DU0776
 DU0776                          SUPERSEDED SURVEY CONTROL
 DU0776
 DU0776  NGVD 29 (??/??/92)  409.05   (m)         1342.0    (f) COMPUTED    2 0
 DU0776
 DU0776.Superseded values are not recommended for survey control.
 DU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0776.See file dsdata.txt to determine how the superseded data were derived.
 DU0776
 DU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB373862(NAD 83)
 DU0776_MARKER: Z = SEE DESCRIPTION
 DU0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0776_SP_SET: APRON
 DU0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0776
 DU0776  HISTORY     - Date     Condition        Report By
 DU0776  HISTORY     - UNK      MONUMENTED       USE
 DU0776  HISTORY     - 1948     MARK NOT FOUND   NGS
 DU0776
 DU0776                          STATION DESCRIPTION
 DU0776
 DU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0776'IN WILLIAMS FIELD.
 DU0776'AT WILLIAMS A.F.B., MARICOPA COUNTY, 1,400 FEET NORTHWEST ALONG THE
 DU0776'CONCRETE APRON FROM THE JUNCTION OF A SHORT TAXIWAY LEADING NORTHEAST,
 DU0776'AT THE JUNCTION OF THE OLD AND NEW SECTIONS OF THE APRON, OPPOSITE
 DU0776'BUILDING T 49, 50.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE APRON,
 DU0776'AND IN A LEAD-FILLED HOLE IN THE APRON.  A CORPS OF ENGINEERS, U.S.
 DU0776'ARMY, STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1146 ***********************************************************************
 ES1146  DESIGNATION -  1 21 X
 ES1146  PID         -  ES1146
 ES1146  STATE/COUNTY-  AZ/NAVAJO
 ES1146  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1146
 ES1146                         *CURRENT SURVEY CONTROL
 ES1146  ___________________________________________________________________
 ES1146* NAD 83(1992)-  34 03 30.96893(N)    110 31 40.99913(W)     ADJUSTED  
 ES1146* NAVD 88     -      1867.3    (meters)    6126.     (feet)  VERTCON   
 ES1146  ___________________________________________________________________
 ES1146  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ES1146  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 ES1146
 ES1146  HORZ ORDER  -  THIRD
 ES1146
 ES1146.The horizontal coordinates were established by classical geodetic methods
 ES1146.and adjusted by the National Geodetic Survey in August 1993..
 ES1146
 ES1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1146
 ES1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1146
 ES1146.The geoid height was determined by GEOID03.
 ES1146
 ES1146;                    North         East     Units Scale Factor Converg.
 ES1146;SPC AZ E     -   339,212.480   179,999.385   MT  0.99991371   -0 12 08.6
 ES1146;SPC AZ E     - 1,112,901.84    590,549.16   iFT  0.99991371   -0 12 08.6
 ES1146;UTM  12      - 3,768,754.193   543,553.302   MT  0.99962338   +0 15 51.5
 ES1146
 ES1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1146!SPC AZ E     -   0.99971082  x   0.99991371  =   0.99962455
 ES1146!UTM  12      -   0.99971082  x   0.99962338  =   0.99933431
 ES1146
 ES1146:                Primary Azimuth Mark                     Grid Az
 ES1146:SPC AZ E     -  1 22 X                                   227 48 39.8
 ES1146:UTM  12      -  1 22 X                                   227 20 39.7
 ES1146
 ES1146|---------------------------------------------------------------------|
 ES1146| PID    Reference Object                     Distance      Geod. Az  |
 ES1146|                                                           dddmmss.s |
 ES1146| ES1147 1 22 X                              APPROX. 4.8 KM 2273631.2 |
 ES1146|---------------------------------------------------------------------|
 ES1146
 ES1146                          SUPERSEDED SURVEY CONTROL
 ES1146
 ES1146  NAD 83(1986)-  34 03 30.96242(N)    110 31 41.00259(W) AD(       ) 3
 ES1146  NGVD 29 (04/27/90) 1866.5    (m)         6124.     (f) VERT ANG       
 ES1146
 ES1146.Superseded values are not recommended for survey control.
 ES1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1146.See file dsdata.txt to determine how the superseded data were derived.
 ES1146
 ES1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4355368754(NAD 83)
 ES1146_MARKER: X = CHISELED CROSS
 ES1146_SETTING: 66 = SET IN ROCK OUTCROP
 ES1146_SP_SET: SET IN ROCK OUTCROP
 ES1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1146+STABILITY: POSITION/ELEVATION WELL
 ES1146
 ES1146  HISTORY     - Date     Condition        Report By
 ES1146  HISTORY     - 1960     MONUMENTED       USGS
 ES1146
 ES1146                          STATION DESCRIPTION
 ES1146
 ES1146'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1146'LOCATED ABOUT 2.5 MI W. OF CIBECUE.  ON VERY PROMINENT RIDGE POINT
 ES1146'KNOWN LOCALLY AS CATO PEAK.
 ES1146'
 ES1146'TO REACH FROM CIBECUE POST OFFICE, DRIVE 0.6 MI N. TO T-RD. LEFT.
 ES1146'DRIVE 0.9 MI W. ALONG TRACK RD. ACROSS CIBECUE CREEK TO HIGHER
 ES1146'GROUND AND FOLLOW RD. N. TO V-RD. W.  TURN LEFT FOLLOWING DIM
 ES1146'TRACK RD. UP DEEP DRAIN 0.9 MI TO Y-RD., CONTINUE LEFT TO TOP OF
 ES1146'MESA AND FOLLOW TRACK RD. AROUND SOUTH END OF PEAK 0.7 MI TO
 ES1146'GATE, THEN 0.2 MI TO TANK, CROSS EARTH DAM AND CONTINUE 0.6 MI TO
 ES1146'FENCE CORNER.  LEAVE RD., TURN RIGHT AND DRIVE ABOUT 0.15 MI N. TO
 ES1146'DRAIN AND FENCE AND END OF TRUCK TRAVEL.  HIKE UP RIDGE AND END OF
 ES1146'STEEP POINT TO TOP AND STATION.  ABOUT A 30-MINUTE PACK.
 ES1146'
 ES1146'STATION MARK--CHISELED CROSS IN SANDSTONE OUTCROP ON SOUTHEAST
 ES1146'POINT OF RIDGE.
 ES1146'
 ES1146'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1147 ***********************************************************************
 ES1147  DESIGNATION -  1 22 X
 ES1147  PID         -  ES1147
 ES1147  STATE/COUNTY-  AZ/NAVAJO
 ES1147  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1147
 ES1147                         *CURRENT SURVEY CONTROL
 ES1147  ___________________________________________________________________
 ES1147* NAD 83(1992)-  34 01 45.53153(N)    110 33 59.69950(W)     ADJUSTED  
 ES1147* NAVD 88     -      1730.5    (meters)    5677.     (feet)  VERTCON   
 ES1147  ___________________________________________________________________
 ES1147  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ES1147  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ES1147
 ES1147  HORZ ORDER  -  THIRD
 ES1147
 ES1147.The horizontal coordinates were established by classical geodetic methods
 ES1147.and adjusted by the National Geodetic Survey in August 1993..
 ES1147
 ES1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1147
 ES1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1147
 ES1147.The geoid height was determined by GEOID03.
 ES1147
 ES1147;                    North         East     Units Scale Factor Converg.
 ES1147;SPC AZ E     -   335,977.272   176,430.074   MT  0.99991681   -0 13 25.7
 ES1147;SPC AZ E     - 1,102,287.64    578,838.83   iFT  0.99991681   -0 13 25.7
 ES1147;UTM  12      - 3,765,490.989   540,011.492   MT  0.99961973   +0 14 33.2
 ES1147
 ES1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1147!SPC AZ E     -   0.99973230  x   0.99991681  =   0.99964913
 ES1147!UTM  12      -   0.99973230  x   0.99961973  =   0.99935213
 ES1147
 ES1147:                Primary Azimuth Mark                     Grid Az
 ES1147:SPC AZ E     -  SPOTTED MTN                              241 26 36.0
 ES1147:UTM  12      -  SPOTTED MTN                              240 58 37.1
 ES1147
 ES1147|---------------------------------------------------------------------|
 ES1147| PID    Reference Object                     Distance      Geod. Az  |
 ES1147|                                                           dddmmss.s |
 ES1147| ES0958 SPOTTED MTN                         APPROX. 4.6 KM 2411310.3 |
 ES1147|---------------------------------------------------------------------|
 ES1147
 ES1147                          SUPERSEDED SURVEY CONTROL
 ES1147
 ES1147  NAD 83(1986)-  34 01 45.52491(N)    110 33 59.70345(W) AD(       ) 3
 ES1147  NGVD 29 (04/27/90) 1729.7    (m)         5675.     (f) VERT ANG       
 ES1147
 ES1147.Superseded values are not recommended for survey control.
 ES1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1147.See file dsdata.txt to determine how the superseded data were derived.
 ES1147
 ES1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4001165491(NAD 83)
 ES1147_MARKER: H = DRILL HOLE
 ES1147_SETTING: 80 = SET IN A BOULDER
 ES1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1147+STABILITY: SURFACE MOTION
 ES1147
 ES1147  HISTORY     - Date     Condition        Report By
 ES1147  HISTORY     - 1960     MONUMENTED       USGS
 ES1147
 ES1147                          STATION DESCRIPTION
 ES1147
 ES1147'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1147'LOCATED ABOUT 6 MI SE. OF GRASSHOPPER RANCH, ABOUT 3.7 MI W. OF
 ES1147'CIBECUE, ABOUT 0.6 MI E. OF SPRING CREEK CROSSING ON
 ES1147'CIBECUE-GRASSHOPPER RD., ABOUT 0.2 MI N. OF AND ON HIGH POINT
 ES1147'ABOVE RD.  ON SPRING CREEK RIDGE.
 ES1147'
 ES1147'TO REACH NOT GIVEN.
 ES1147'
 ES1147'STATION MARK--SHALLOW DRILL HOLE IN LARGE, FLAT, SANDSTONE ROCK.
 ES1147'
 ES1147'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1148 ***********************************************************************
 ES1148  DESIGNATION -  1 25 B
 ES1148  PID         -  ES1148
 ES1148  STATE/COUNTY-  AZ/NAVAJO
 ES1148  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1148
 ES1148                         *CURRENT SURVEY CONTROL
 ES1148  ___________________________________________________________________
 ES1148* NAD 83(1992)-  34 00 05.87208(N)    110 43 54.15962(W)     ADJUSTED  
 ES1148* NAVD 88     -      1638.6    (meters)    5376.     (feet)  VERTCON   
 ES1148  ___________________________________________________________________
 ES1148  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 ES1148  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 ES1148
 ES1148  HORZ ORDER  -  THIRD
 ES1148
 ES1148.The horizontal coordinates were established by classical geodetic methods
 ES1148.and adjusted by the National Geodetic Survey in August 1993..
 ES1148
 ES1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1148
 ES1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1148
 ES1148.The geoid height was determined by GEOID03.
 ES1148
 ES1148;                    North         East     Units Scale Factor Converg.
 ES1148;SPC AZ E     -   332,978.691   161,164.398   MT  0.99993357   -0 18 57.6
 ES1148;SPC AZ E     - 1,092,449.77    528,754.59   iFT  0.99993357   -0 18 57.6
 ES1148;UTM  12      - 3,762,369.272   524,775.468   MT  0.99960757   +0 09 00.1
 ES1148
 ES1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1148!SPC AZ E     -   0.99974677  x   0.99993357  =   0.99968036
 ES1148!UTM  12      -   0.99974677  x   0.99960757  =   0.99935444
 ES1148
 ES1148:                Primary Azimuth Mark                     Grid Az
 ES1148:SPC AZ E     -  1 25 X                                   346 06 53.2
 ES1148:UTM  12      -  1 25 X                                   345 38 55.5
 ES1148
 ES1148|---------------------------------------------------------------------|
 ES1148| PID    Reference Object                     Distance      Geod. Az  |
 ES1148|                                                           dddmmss.s |
 ES1148| ES1149 1 25 X                              APPROX. 4.5 KM 3454755.6 |
 ES1148|---------------------------------------------------------------------|
 ES1148
 ES1148                          SUPERSEDED SURVEY CONTROL
 ES1148
 ES1148  NAD 83(1986)-  34 00 05.86545(N)    110 43 54.16368(W) AD(       ) 3
 ES1148  NGVD 29 (04/27/90) 1637.9    (m)         5374.     (f) VERT ANG       
 ES1148
 ES1148.Superseded values are not recommended for survey control.
 ES1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1148.See file dsdata.txt to determine how the superseded data were derived.
 ES1148
 ES1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2477562369(NAD 83)
 ES1148_MARKER: H = DRILL HOLE
 ES1148_SETTING: 66 = SET IN ROCK OUTCROP
 ES1148_SP_SET: SET IN A ROCK LEDGE
 ES1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1148+STABILITY: POSITION/ELEVATION WELL
 ES1148
 ES1148  HISTORY     - Date     Condition        Report By
 ES1148  HISTORY     - 1960     MONUMENTED       USGS
 ES1148
 ES1148                          STATION DESCRIPTION
 ES1148
 ES1148'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1148'LOCATED ABOUT 15 MI WSW. OF CIBECUE, ABOUT 5.5 MI SE. OF Q RANCH.
 ES1148'ON HIGH, TIMBERED RIDGE W. OF ELLISON CREEK AND CANYON CREEK
 ES1148'FORK.
 ES1148'
 ES1148'TO REACH NOT GIVEN.
 ES1148'
 ES1148'STATION MARK--DRILL HOLE IN ROCK LEDGE NEAR EAST EDGE OF RIDGE.
 ES1148'
 ES1148'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1149 ***********************************************************************
 ES1149  DESIGNATION -  1 25 X
 ES1149  PID         -  ES1149
 ES1149  STATE/COUNTY-  AZ/NAVAJO
 ES1149  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1149
 ES1149                         *CURRENT SURVEY CONTROL
 ES1149  ___________________________________________________________________
 ES1149* NAD 83(1992)-  34 02 26.14697(N)    110 44 36.80183(W)     ADJUSTED  
 ES1149* NAVD 88     -      1660.1    (meters)    5447.     (feet)  VERTCON   
 ES1149  ___________________________________________________________________
 ES1149  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 ES1149  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 ES1149
 ES1149  HORZ ORDER  -  THIRD
 ES1149
 ES1149.The horizontal coordinates were established by classical geodetic methods
 ES1149.and adjusted by the National Geodetic Survey in August 1993..
 ES1149
 ES1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1149
 ES1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1149
 ES1149.The geoid height was determined by GEOID03.
 ES1149
 ES1149;                    North         East     Units Scale Factor Converg.
 ES1149;SPC AZ E     -   337,306.573   160,094.552   MT  0.99993496   -0 19 22.6
 ES1149;SPC AZ E     - 1,106,648.86    525,244.59   iFT  0.99993496   -0 19 22.6
 ES1149;UTM  12      - 3,766,686.892   523,670.800   MT  0.99960691   +0 08 36.8
 ES1149
 ES1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1149!SPC AZ E     -   0.99974339  x   0.99993496  =   0.99967836
 ES1149!UTM  12      -   0.99974339  x   0.99960691  =   0.99935040
 ES1149
 ES1149:                Primary Azimuth Mark                     Grid Az
 ES1149:SPC AZ E     -  MID                                      260 36 38.6
 ES1149:UTM  12      -  MID                                      260 08 39.2
 ES1149
 ES1149|---------------------------------------------------------------------|
 ES1149| PID    Reference Object                     Distance      Geod. Az  |
 ES1149|                                                           dddmmss.s |
 ES1149| ES0957 MID                                 APPROX. 4.0 KM 2601716.0 |
 ES1149|---------------------------------------------------------------------|
 ES1149
 ES1149                          SUPERSEDED SURVEY CONTROL
 ES1149
 ES1149  NAD 83(1986)-  34 02 26.14052(N)    110 44 36.80629(W) AD(       ) 3
 ES1149  NGVD 29 (04/27/90) 1659.3    (m)         5444.     (f) VERT ANG       
 ES1149
 ES1149.Superseded values are not recommended for survey control.
 ES1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1149.See file dsdata.txt to determine how the superseded data were derived.
 ES1149
 ES1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2367166687(NAD 83)
 ES1149_MARKER: H = DRILL HOLE
 ES1149_SETTING: 80 = SET IN A BOULDER
 ES1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1149+STABILITY: SURFACE MOTION
 ES1149
 ES1149  HISTORY     - Date     Condition        Report By
 ES1149  HISTORY     - 1960     MONUMENTED       USGS
 ES1149
 ES1149                          STATION DESCRIPTION
 ES1149
 ES1149'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1149'LOCATED ABOUT 12.5 MI SE. OF YOUNG, ABOUT 3.5 MI SE. OF Q RANCH,
 ES1149'2.2 MI W. OF OAK CREEK RANCH HEADQUARTERS.  NEAR WEST EDGE OF FORT
 ES1149'APACHE INDIAN RESERVATION.
 ES1149'
 ES1149'TO REACH FROM YOUNG, DRIVE 11 MI N. AND E. TO Y-RD. S.  TURN
 ES1149'ABOUT 8 MI S. DOWN DIRT RD. TO Y-RD. SE. 1 MI NE. OF Q RANCH.
 ES1149'TURN SE. (LEFT) AND DRIVE 1.5 MI E. ALONG DIRT TRACK RD. TO TOP
 ES1149'OF HILL.  TURN RIGHT AND FOLLOW RD. INTO INDIAN RESERVATION 3.2 MI
 ES1149'TO GATE.  TURN OFF RD. S. (RIGHT) THROUGH GATE AND FOLLOW ALONG
 ES1149'TOP OF RIDGE S. THEN E. ABOUT 0.6 MI TO A POINT WHERE OPEN RIDGE
 ES1149'DROPS OFF TO E. AND STATION.
 ES1149'
 ES1149'STATION MARK--DRILL HOLE IN FLAT ROCK.
 ES1149'
 ES1149'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1150 ***********************************************************************
 ES1150  DESIGNATION -  1 47 A
 ES1150  PID         -  ES1150
 ES1150  STATE/COUNTY-  AZ/NAVAJO
 ES1150  USGS QUAD   -  CIBECUE (1977)
 ES1150
 ES1150                         *CURRENT SURVEY CONTROL
 ES1150  ___________________________________________________________________
 ES1150* NAD 83(1992)-  34 07 23.57573(N)    110 28 59.51734(W)     ADJUSTED  
 ES1150* NAVD 88     -      2014.0    (meters)    6608.     (feet)  VERTCON   
 ES1150  ___________________________________________________________________
 ES1150  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 ES1150  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ES1150
 ES1150  HORZ ORDER  -  THIRD
 ES1150
 ES1150.The horizontal coordinates were established by classical geodetic methods
 ES1150.and adjusted by the National Geodetic Survey in August 1993..
 ES1150
 ES1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1150
 ES1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1150
 ES1150.The geoid height was determined by GEOID03.
 ES1150
 ES1150;                    North         East     Units Scale Factor Converg.
 ES1150;SPC AZ E     -   346,365.219   184,162.359   MT  0.99991051   -0 10 39.2
 ES1150;SPC AZ E     - 1,136,368.83    604,207.21   iFT  0.99991051   -0 10 39.2
 ES1150;UTM  12      - 3,775,938.574   547,656.650   MT  0.99962800   +0 17 23.7
 ES1150
 ES1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1150!SPC AZ E     -   0.99968776  x   0.99991051  =   0.99959829
 ES1150!UTM  12      -   0.99968776  x   0.99962800  =   0.99931587
 ES1150
 ES1150:                Primary Azimuth Mark                     Grid Az
 ES1150:SPC AZ E     -  CUE                                      195 16 03.3
 ES1150:UTM  12      -  CUE                                      194 48 00.4
 ES1150
 ES1150|---------------------------------------------------------------------|
 ES1150| PID    Reference Object                     Distance      Geod. Az  |
 ES1150|                                                           dddmmss.s |
 ES1150| ES1087 CUE                                 APPROX.11.7 KM 1950524.1 |
 ES1150|---------------------------------------------------------------------|
 ES1150
 ES1150                          SUPERSEDED SURVEY CONTROL
 ES1150
 ES1150  NAD 83(1986)-  34 07 23.56885(N)    110 28 59.52051(W) AD(       ) 3
 ES1150  NGVD 29 (04/27/90) 2013.2    (m)         6605.     (f) VERT ANG       
 ES1150
 ES1150.Superseded values are not recommended for survey control.
 ES1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1150.See file dsdata.txt to determine how the superseded data were derived.
 ES1150
 ES1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4765775939(NAD 83)
 ES1150_MARKER: H = DRILL HOLE
 ES1150_SETTING: 80 = SET IN A BOULDER
 ES1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1150+STABILITY: SURFACE MOTION
 ES1150
 ES1150  HISTORY     - Date     Condition        Report By
 ES1150  HISTORY     - 1960     MONUMENTED       USGS
 ES1150
 ES1150                          STATION DESCRIPTION
 ES1150
 ES1150'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1150'LOCATED ABOUT 28 MI SW. OF SHOW LOW, ABOUT 5 MI N. OF CIBECUE.  ON
 ES1150'FORT APACHE INDIAN RESERVATION, ON HIGHEST POINT OF SOUTH END OF
 ES1150'SHARP RIDGE CALLED VALLEY VIEW.
 ES1150'
 ES1150'TO REACH FROM SHOW LOW POST OFFICE, DRIVE ABOUT 30 MI SW. ON U.S.
 ES1150'HWY. 60 TO JCT. OF CIBECUE RD.  TURN RIGHT ABOUT 14 MI W. TO
 ES1150'CIBECUE BRIDGE OVER CIBECUE CREEK.  TURN RIGHT ABOUT 1 MI N. TO
 ES1150'CIBECUE POST OFFICE, CONTINUE STRAIGHT ON MAIN-TRAVELED RD. UP
 ES1150'CIBECUE CREEK 6 MI TO DIM Y-RD. NE., JUST A SHORT DISTANCE PAST
 ES1150'FORD.  TURN RIGHT FOLLOWING TRACK RD. ABOUT 0.5 MI TO EARTHEN DAM
 ES1150'AND END OF TRUCK TRAVEL.  PACK PAST DAM UP MAIN DRAIN TO TRAIL.
 ES1150'ABOUT A 5-MINUTE HIKE.  TURN RIGHT UP STEEP TRAIL AND TOP OF
 ES1150'RIDGE.  A 50-MINUTE HIKE.  ON SOUTHERNMOST HIGH POINT.
 ES1150'
 ES1150'STATION MARK--DRILL HOLE IN ROCK.
 ES1150'
 ES1150'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1646 ***********************************************************************
 DB1646  DESIGNATION -  1 71 A
 DB1646  PID         -  DB1646
 DB1646  STATE/COUNTY-  AZ/YUMA
 DB1646  USGS QUAD   -  GADSDEN (1973)
 DB1646
 DB1646                         *CURRENT SURVEY CONTROL
 DB1646  ___________________________________________________________________
 DB1646* NAD 83(1992)-  32 29 34.40714(N)    114 48 33.95586(W)     ADJUSTED  
 DB1646* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 DB1646  ___________________________________________________________________
 DB1646  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DB1646  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1646
 DB1646  HORZ ORDER  -  THIRD
 DB1646
 DB1646.The horizontal coordinates were established by classical geodetic methods
 DB1646.and adjusted by the National Geodetic Survey in August 1993..
 DB1646
 DB1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1646
 DB1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1646
 DB1646.The geoid height was determined by GEOID03.
 DB1646
 DB1646;                    North         East     Units Scale Factor Converg.
 DB1646;SPC AZ W     -   166,018.832   113,794.384   MT  1.00005553   -0 34 09.0
 DB1646;SPC AZ W     -   544,681.21    373,341.15   iFT  1.00005553   -0 34 09.0
 DB1646;UTM  11      - 3,597,185.268   705,817.675   MT  1.00012239   +1 10 37.8
 DB1646
 DB1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1646!SPC AZ W     -   1.00000099  x   1.00005553  =   1.00005652
 DB1646!UTM  11      -   1.00000099  x   1.00012239  =   1.00012338
 DB1646
 DB1646                          SUPERSEDED SURVEY CONTROL
 DB1646
 DB1646  NAD 83(1986)-  32 29 34.42123(N)    114 48 33.96604(W) AD(       ) 3
 DB1646  NGVD 29 (04/26/91)   27.6    (m)           91.     (f) VERT ANG       
 DB1646
 DB1646.Superseded values are not recommended for survey control.
 DB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1646.See file dsdata.txt to determine how the superseded data were derived.
 DB1646
 DB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0581897185(NAD 83)
 DB1646_MARKER: N = NAIL
 DB1646_SETTING: 0 = UNSPECIFIED SETTING
 DB1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1646
 DB1646  HISTORY     - Date     Condition        Report By
 DB1646  HISTORY     - 1964     MONUMENTED       USGS
 DB1646  HISTORY     - 1964     GOOD             USGS
 DB1646
 DB1646                          STATION DESCRIPTION
 DB1646
 DB1646'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1646'LOCATED 0.7 MI W. OF BOUNDARY MONUMENT 204A, ALONG RD. PARALLEL
 DB1646'TO BOUNDARY FENCE.
 DB1646'
 DB1646'TO REACH NOT GIVEN.
 DB1646'
 DB1646'STATION MARK--COPPER NAIL AND WASHER IN 2 X 1-INCH STAKE DRIVEN
 DB1646'FLUSH WITH RD.
 DB1646'
 DB1646'RMS--NONE SET.
 DB1646
 DB1646                          STATION RECOVERY (1964)
 DB1646
 DB1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1646'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1647 ***********************************************************************
 DB1647  DESIGNATION -  1 9 A
 DB1647  PID         -  DB1647
 DB1647  STATE/COUNTY-  AZ/YUMA
 DB1647  USGS QUAD   -  FORTUNA SW (1965)
 DB1647
 DB1647                         *CURRENT SURVEY CONTROL
 DB1647  ___________________________________________________________________
 DB1647* NAD 83(1992)-  32 37 18.30639(N)    114 29 54.26955(W)     ADJUSTED  
 DB1647* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 DB1647  ___________________________________________________________________
 DB1647  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DB1647  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DB1647
 DB1647  HORZ ORDER  -  THIRD
 DB1647
 DB1647.The horizontal coordinates were established by classical geodetic methods
 DB1647.and adjusted by the National Geodetic Survey in August 1993..
 DB1647
 DB1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1647
 DB1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1647
 DB1647.The geoid height was determined by GEOID03.
 DB1647
 DB1647;                    North         East     Units Scale Factor Converg.
 DB1647;SPC AZ W     -   180,060.880   143,125.779   MT  0.99999414   -0 24 12.5
 DB1647;SPC AZ W     -   590,750.92    469,572.77   iFT  0.99999414   -0 24 12.5
 DB1647;UTM  11      - 3,612,118.885   734,711.782   MT  1.00027936   +1 20 57.1
 DB1647
 DB1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1647!SPC AZ W     -   0.99999174  x   0.99999414  =   0.99998588
 DB1647!UTM  11      -   0.99999174  x   1.00027936  =   1.00027110
 DB1647
 DB1647                          SUPERSEDED SURVEY CONTROL
 DB1647
 DB1647  NAD 83(1986)-  32 37 18.31326(N)    114 29 54.27749(W) AD(       ) 3
 DB1647  NGVD 29 (04/26/91)   85.9    (m)          282.     (f) VERT ANG       
 DB1647
 DB1647.Superseded values are not recommended for survey control.
 DB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1647.See file dsdata.txt to determine how the superseded data were derived.
 DB1647
 DB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3471212119(NAD 83)
 DB1647_MARKER: Z = SEE DESCRIPTION
 DB1647_SETTING: 0 = UNSPECIFIED SETTING
 DB1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1647
 DB1647  HISTORY     - Date     Condition        Report By
 DB1647  HISTORY     - 1964     MONUMENTED       USGS
 DB1647  HISTORY     - 1964     GOOD             USGS
 DB1647
 DB1647                          STATION DESCRIPTION
 DB1647
 DB1647'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1647'NOT OCCUPIED.
 DB1647
 DB1647                          STATION RECOVERY (1964)
 DB1647
 DB1647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1647'RECOVERED IN GOOD CONDITION.
 DB1647'
 DB1647'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1258 ***********************************************************************
 CY1258  DESIGNATION -  1 EMH
 CY1258  PID         -  CY1258
 CY1258  STATE/COUNTY-  AZ/GRAHAM
 CY1258  USGS QUAD   -  EDEN (1985)
 CY1258
 CY1258                         *CURRENT SURVEY CONTROL
 CY1258  ___________________________________________________________________
 CY1258* NAD 83(1986)-  32 56 45.     (N)    109 55 32.     (W)     SCALED    
 CY1258* NAVD 88     -       853.29   (+/-2cm)    2799.5    (feet)  VERTCON   
 CY1258  ___________________________________________________________________
 CY1258  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY1258
 CY1258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1258
 CY1258.The horizontal coordinates were scaled from a topographic map and have
 CY1258.an estimated accuracy of +/- 6 seconds.
 CY1258
 CY1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1258.The vertical order pertains to the NGVD 29 superseded value.
 CY1258
 CY1258.The geoid height was determined by GEOID03.
 CY1258
 CY1258;                    North         East    Units  Estimated Accuracy
 CY1258;SPC AZ E     -   215,770.      235,900.      MT  (+/- 180 meters Scaled)
 CY1258
 CY1258                          SUPERSEDED SURVEY CONTROL
 CY1258
 CY1258  NGVD 29 (??/??/92)  852.70   (m)         2797.6    (f) COMPUTED    2 0
 CY1258
 CY1258.Superseded values are not recommended for survey control.
 CY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1258.See file dsdata.txt to determine how the superseded data were derived.
 CY1258
 CY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB004457(NAD 83)
 CY1258_MARKER: DB = BENCH MARK DISK
 CY1258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1258_SP_SET: COPPER-CLAD STEEL ROD
 CY1258_STAMPING: 1 EMH 1972 2798
 CY1258_MARK LOGO: USGS  
 CY1258_PROJECTION: FLUSH
 CY1258_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1258+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1258_ROD/PIPE-DEPTH: 6.10 meters
 CY1258
 CY1258  HISTORY     - Date     Condition        Report By
 CY1258  HISTORY     - 1972     MONUMENTED       USGS
 CY1258
 CY1258                          STATION DESCRIPTION
 CY1258
 CY1258'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1258'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1258'ALONG U S HIGHWAY 70, THENCE 0.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1258'135 FEET NORTHEAST OF A DRAIN CROSSING, 54 FEET NORTHWEST AND ABOUT
 CY1258'LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 CY1258'POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1124 ***********************************************************************
 ES1124  DESIGNATION -  1 HLS
 ES1124  PID         -  ES1124
 ES1124  STATE/COUNTY-  AZ/NAVAJO
 ES1124  USGS QUAD   -  JOSEPH CITY (1986)
 ES1124
 ES1124                         *CURRENT SURVEY CONTROL
 ES1124  ___________________________________________________________________
 ES1124* NAD 83(1986)-  34 58 13.     (N)    110 20 29.     (W)     SCALED    
 ES1124* NAVD 88     -      1543.026  (meters)    5062.41   (feet)  ADJUSTED  
 ES1124  ___________________________________________________________________
 ES1124  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES1124  DYNAMIC HT  -        1540.954 (meters)    5055.61  (feet)  COMP
 ES1124  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1124
 ES1124  VERT ORDER  -  THIRD
 ES1124
 ES1124.The horizontal coordinates were scaled from a topographic map and have
 ES1124.an estimated accuracy of +/- 6 seconds.
 ES1124
 ES1124.The orthometric height was determined by differential leveling
 ES1124.and adjusted by the National Geodetic Survey in June 1991..
 ES1124
 ES1124.The geoid height was determined by GEOID03.
 ES1124
 ES1124.The dynamic height is computed by dividing the NAVD 88
 ES1124.geopotential number by the normal gravity value computed on the
 ES1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1124.degrees latitude (g = 980.6199 gals.).
 ES1124
 ES1124.The modeled gravity was interpolated from observed gravity values.
 ES1124
 ES1124;                    North         East    Units  Estimated Accuracy
 ES1124;SPC AZ E     -   440,290.      197,410.      MT  (+/- 180 meters Scaled)
 ES1124
 ES1124                          SUPERSEDED SURVEY CONTROL
 ES1124
 ES1124  NGVD 29 (??/??/92) 1542.24   (m)         5059.8    (f) COMPUTED    3 0
 ES1124
 ES1124.Superseded values are not recommended for survey control.
 ES1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1124.See file dsdata.txt to determine how the superseded data were derived.
 ES1124
 ES1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD601699(NAD 83)
 ES1124_MARKER: DB = BENCH MARK DISK
 ES1124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1124_SP_SET: COPPER-CLAD STEEL ROD
 ES1124_STAMPING: 1 HLS 1970 5060
 ES1124_MARK LOGO: USGS  
 ES1124_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1124+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1124
 ES1124  HISTORY     - Date     Condition        Report By
 ES1124  HISTORY     - 1970     MONUMENTED       USGS
 ES1124
 ES1124                          STATION DESCRIPTION
 ES1124
 ES1124'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1124'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1124'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 1.0 MILES NORTH ALONG A
 ES1124'COUNTY ROAD (PORTER AVENUE), 33 FEET EAST OF THE CENTERLINE OF THE
 ES1124'ROAD, 33 FEET SOUTH OF A WOODEN POWER POLE, 2 FEET WEST OF A WITNESS
 ES1124'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 ES1124'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0849 ***********************************************************************
 FQ0849  DESIGNATION -  1 JRH
 FQ0849  PID         -  FQ0849
 FQ0849  STATE/COUNTY-  AZ/COCONINO
 FQ0849  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0849
 FQ0849                         *CURRENT SURVEY CONTROL
 FQ0849  ___________________________________________________________________
 FQ0849* NAD 83(1986)-  35 55 45.     (N)    111 56 34.     (W)     SCALED    
 FQ0849* NAVD 88     -      2267.074  (meters)    7437.89   (feet)  POSTED    
 FQ0849  ___________________________________________________________________
 FQ0849  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0849  DYNAMIC HT  -        2263.960 (meters)    7427.68  (feet)  COMP
 FQ0849  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 FQ0849
 FQ0849  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0849
 FQ0849.The horizontal coordinates were scaled from a topographic map and have
 FQ0849.an estimated accuracy of +/- 6 seconds.
 FQ0849
 FQ0849.The orthometric height was determined by differential leveling
 FQ0849.and adjusted by the National Geodetic Survey in 1992..
 FQ0849.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0849.rate of 0.0 thru 1.0 mm/km.
 FQ0849
 FQ0849.The geoid height was determined by GEOID03.
 FQ0849
 FQ0849.The dynamic height is computed by dividing the NAVD 88
 FQ0849.geopotential number by the normal gravity value computed on the
 FQ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0849.degrees latitude (g = 980.6199 gals.).
 FQ0849
 FQ0849.The modeled gravity was interpolated from observed gravity values.
 FQ0849
 FQ0849;                    North         East    Units  Estimated Accuracy
 FQ0849;SPC AZ C     -   546,650.      211,000.      MT  (+/- 180 meters Scaled)
 FQ0849
 FQ0849                          SUPERSEDED SURVEY CONTROL
 FQ0849
 FQ0849  NGVD 29 (??/??/92) 2266.02   (m)         7434.4    (f) COMPUTED    3 0
 FQ0849
 FQ0849.Superseded values are not recommended for survey control.
 FQ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0849.See file dsdata.txt to determine how the superseded data were derived.
 FQ0849
 FQ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE149765(NAD 83)
 FQ0849_MARKER: DB = BENCH MARK DISK
 FQ0849_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0849_SP_SET: ROCK OUTCROP
 FQ0849_STAMPING: 1 JRH 7434 1958
 FQ0849_MARK LOGO: USGS  
 FQ0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0849+STABILITY: POSITION/ELEVATION WELL
 FQ0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0849+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0849
 FQ0849  HISTORY     - Date     Condition        Report By
 FQ0849  HISTORY     - 1958     MONUMENTED       USGS
 FQ0849
 FQ0849                          STATION DESCRIPTION
 FQ0849
 FQ0849'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0849'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0849'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0849'LOOKOUT TOWER, PROCEED 2.3 MILES SOUTH, 39 FEET WEST OF THE CENTER OF
 FQ0849'THE ROAD, 19 FEET EAST OF A LONE PINE TREE, IN A ROCK PROJECTING 1
 FQ0849'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0856 ***********************************************************************
 FQ0856  DESIGNATION -  1 JRH
 FQ0856  PID         -  FQ0856
 FQ0856  STATE/COUNTY-  AZ/COCONINO
 FQ0856  USGS QUAD   -  HARBISON TANK (1989)
 FQ0856
 FQ0856                         *CURRENT SURVEY CONTROL
 FQ0856  ___________________________________________________________________
 FQ0856* NAD 83(1986)-  35 47 36.     (N)    111 52 56.     (W)     SCALED    
 FQ0856* NAVD 88     -      2012.200  (meters)    6601.69   (feet)  POSTED    
 FQ0856  ___________________________________________________________________
 FQ0856  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0856  DYNAMIC HT  -        2009.480 (meters)    6592.77  (feet)  COMP
 FQ0856  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 FQ0856
 FQ0856  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0856
 FQ0856.The horizontal coordinates were scaled from a topographic map and have
 FQ0856.an estimated accuracy of +/- 6 seconds.
 FQ0856
 FQ0856.The orthometric height was determined by differential leveling
 FQ0856.and adjusted by the National Geodetic Survey in 1992..
 FQ0856.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0856.rate of 0.0 thru 1.0 mm/km.
 FQ0856
 FQ0856.The geoid height was determined by GEOID03.
 FQ0856
 FQ0856.The dynamic height is computed by dividing the NAVD 88
 FQ0856.geopotential number by the normal gravity value computed on the
 FQ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0856.degrees latitude (g = 980.6199 gals.).
 FQ0856
 FQ0856.The modeled gravity was interpolated from observed gravity values.
 FQ0856
 FQ0856;                    North         East    Units  Estimated Accuracy
 FQ0856;SPC AZ C     -   531,590.      216,470.      MT  (+/- 180 meters Scaled)
 FQ0856
 FQ0856                          SUPERSEDED SURVEY CONTROL
 FQ0856
 FQ0856  NGVD 29 (??/??/92) 2011.24   (m)         6598.5    (f) COMPUTED    3 0
 FQ0856
 FQ0856.Superseded values are not recommended for survey control.
 FQ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0856.See file dsdata.txt to determine how the superseded data were derived.
 FQ0856
 FQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE202613(NAD 83)
 FQ0856_MARKER: DB = BENCH MARK DISK
 FQ0856_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0856_SP_SET: ROCK OUTCROP
 FQ0856_STAMPING: 1 JRH 1959 6598
 FQ0856_MARK LOGO: USGS  
 FQ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0856+STABILITY: POSITION/ELEVATION WELL
 FQ0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0856+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0856
 FQ0856  HISTORY     - Date     Condition        Report By
 FQ0856  HISTORY     - 1959     MONUMENTED       USGS
 FQ0856
 FQ0856                          STATION DESCRIPTION
 FQ0856
 FQ0856'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0856'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0856'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0856'LOOKOUT TOWER, PROCEED 13.9 MILES SOUTH TO A LOW RIDGE, 2.3 MILES
 FQ0856'SOUTH OF BUCKLAR TANK, 0.3 MILES NORTHEAST OF BLOODY TANK, 350 FEET
 FQ0856'SOUTHWEST OF MOQUI TANK, 220 FEET EAST OF THE CENTER OF THE ROAD, IN
 FQ0856'A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0275 ***********************************************************************
 DV0275  DESIGNATION -  1 LUKE FIELD
 DV0275  PID         -  DV0275
 DV0275  STATE/COUNTY-  AZ/MARICOPA
 DV0275  USGS QUAD   -  EL MIRAGE (1982)
 DV0275
 DV0275                         *CURRENT SURVEY CONTROL
 DV0275  ___________________________________________________________________
 DV0275* NAD 83(1986)-  33 32 24.     (N)    112 21 30.     (W)     SCALED    
 DV0275* NAVD 88     -       331.29   (+/-2cm)    1086.9    (feet)  VERTCON   
 DV0275  ___________________________________________________________________
 DV0275  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0275
 DV0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0275
 DV0275.The horizontal coordinates were scaled from a topographic map and have
 DV0275.an estimated accuracy of +/- 6 seconds.
 DV0275
 DV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0275.The vertical order pertains to the NGVD 29 superseded value.
 DV0275
 DV0275.The geoid height was determined by GEOID03.
 DV0275
 DV0275;                    North         East    Units  Estimated Accuracy
 DV0275;SPC AZ C     -   281,720.      172,340.      MT  (+/- 180 meters Scaled)
 DV0275
 DV0275                          SUPERSEDED SURVEY CONTROL
 DV0275
 DV0275  NGVD 29 (??/??/92)  330.734  (m)         1085.08   (f) ADJ UNCH    2 0
 DV0275
 DV0275.Superseded values are not recommended for survey control.
 DV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0275.See file dsdata.txt to determine how the superseded data were derived.
 DV0275
 DV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738119(NAD 83)
 DV0275_MARKER: Q = CHISELED SQUARE
 DV0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0275_SP_SET: MANHOLE COVER
 DV0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0275
 DV0275  HISTORY     - Date     Condition        Report By
 DV0275  HISTORY     - UNK      MONUMENTED       DOD
 DV0275  HISTORY     - 1945     GOOD             NGS
 DV0275  HISTORY     - 20020625 MARK NOT FOUND   MCDOT
 DV0275
 DV0275                          STATION DESCRIPTION
 DV0275
 DV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0275'IN LUKE FIELD.
 DV0275'AT LUKE FIELD, MARICOPA COUNTY, OPPOSITE THE MAIN GATE, 73.8 FEET EAST
 DV0275'NORTHEAST OF THE SOUTH BRICK CORNER POST, 48 FEET NORTHWEST OF
 DV0275'BUILDING T-1101, 44.2 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DV0275'AND ON THE NORTH EDGE OF A CAST-IRON MANHOLE COVER.  A CROSS INSIDE A
 DV0275'CHISELED SQUARE.
 DV0275
 DV0275                          STATION RECOVERY (2002)
 DV0275
 DV0275'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0275'SEARCHED FOR NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1003 ***********************************************************************
 DB1003  DESIGNATION -  1 M
 DB1003  PID         -  DB1003
 DB1003  STATE/COUNTY-  AZ/YUMA
 DB1003  USGS QUAD   -  WELLTON MESA (1982)
 DB1003
 DB1003                         *CURRENT SURVEY CONTROL
 DB1003  ___________________________________________________________________
 DB1003* NAD 83(1986)-  32 37 42.     (N)    114 07 08.     (W)     SCALED    
 DB1003* NAVD 88     -       114.39   (+/-2cm)     375.3    (feet)  VERTCON   
 DB1003  ___________________________________________________________________
 DB1003  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB1003
 DB1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB1003
 DB1003.The horizontal coordinates were scaled from a topographic map and have
 DB1003.an estimated accuracy of +/- 6 seconds.
 DB1003
 DB1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1003.The vertical order pertains to the NGVD 29 superseded value.
 DB1003
 DB1003.The geoid height was determined by GEOID03.
 DB1003
 DB1003;                    North         East    Units  Estimated Accuracy
 DB1003;SPC AZ W     -   180,600.      178,750.      MT  (+/- 180 meters Scaled)
 DB1003
 DB1003                          SUPERSEDED SURVEY CONTROL
 DB1003
 DB1003  NGVD 29 (??/??/??)  113.738  (m)          373.16   (f) ADJUSTED    2 0
 DB1003
 DB1003.Superseded values are not recommended for survey control.
 DB1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1003.See file dsdata.txt to determine how the superseded data were derived.
 DB1003
 DB1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS703137(NAD 83)
 DB1003_MARKER: DD = SURVEY DISK
 DB1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1003_STAMPING: 1 M 373 1925
 DB1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1003+STABILITY: SURFACE MOTION
 DB1003
 DB1003  HISTORY     - Date     Condition        Report By
 DB1003  HISTORY     - 1925     MONUMENTED       USGS
 DB1003  HISTORY     - 1962     GOOD             NGS
 DB1003
 DB1003                          STATION DESCRIPTION
 DB1003
 DB1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB1003'4.7 MI SE FROM WELLTON.
 DB1003'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB1003'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB1003'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB1003'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB1003'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 1.0 MILE SOUTHEAST
 DB1003'ALONG A DIM TRAIL ROAD, 0.85 MILE SOUTHEAST OF A WHITE WOODEN
 DB1003'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 8, 2.8 MILES
 DB1003'NORTHWEST OF A WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB1003'AND IS NUMBER 7, 0.7 MILE SOUTHEAST OF A GROUP OF OLD CONCRETE
 DB1003'FOUNDATIONS, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DB1003'ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 DB1003'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DB1003'CONCRETE POST PROJECTING 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0229 ***********************************************************************
 GP0229  DESIGNATION -  1 M
 GP0229  PID         -  GP0229
 GP0229  STATE/COUNTY-  AZ/COCONINO
 GP0229  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0229
 GP0229                         *CURRENT SURVEY CONTROL
 GP0229  ___________________________________________________________________
 GP0229* NAD 83(1986)-  36 49 02.     (N)    111 37 49.     (W)     SCALED    
 GP0229* NAVD 88     -      1078.492  (meters)    3538.35   (feet)  POSTED    
 GP0229  ___________________________________________________________________
 GP0229  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0229  DYNAMIC HT  -        1077.270 (meters)    3534.34  (feet)  COMP
 GP0229  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 GP0229
 GP0229  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0229
 GP0229.The horizontal coordinates were scaled from a topographic map and have
 GP0229.an estimated accuracy of +/- 6 seconds.
 GP0229
 GP0229.The orthometric height was determined by differential leveling
 GP0229.and adjusted by the National Geodetic Survey in 1992..
 GP0229.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0229.rate of 0.0 thru 1.0 mm/km.
 GP0229
 GP0229.The geoid height was determined by GEOID03.
 GP0229
 GP0229.The dynamic height is computed by dividing the NAVD 88
 GP0229.geopotential number by the normal gravity value computed on the
 GP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0229.degrees latitude (g = 980.6199 gals.).
 GP0229
 GP0229.The modeled gravity was interpolated from observed gravity values.
 GP0229
 GP0229;                    North         East    Units  Estimated Accuracy
 GP0229;SPC AZ C     -   645,230.      238,910.      MT  (+/- 180 meters Scaled)
 GP0229
 GP0229                          SUPERSEDED SURVEY CONTROL
 GP0229
 GP0229  NGVD 29 (??/??/92) 1077.631  (m)         3535.53   (f) ADJ UNCH    1 2
 GP0229
 GP0229.Superseded values are not recommended for survey control.
 GP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0229.See file dsdata.txt to determine how the superseded data were derived.
 GP0229
 GP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF437747(NAD 83)
 GP0229_MARKER: DD = SURVEY DISK
 GP0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0229_SP_SET: BRIDGE
 GP0229_STAMPING: 1 M 1933
 GP0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0229
 GP0229  HISTORY     - Date     Condition        Report By
 GP0229  HISTORY     - 1933     MONUMENTED       USGS
 GP0229  HISTORY     - 1962     GOOD             NGS
 GP0229  HISTORY     - 19931203 GOOD             USPSQD
 GP0229
 GP0229                          STATION DESCRIPTION
 GP0229
 GP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0229'0.55 MI E FROM MARBLE CANYON.
 GP0229'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE AND
 GP0229'SERVICE STATION AT MARBLE CANYON, AT THE EAST END OF A METAL BRIDGE
 GP0229'OVER THE COLORADO RIVER, 9.5 FEET NORTH OF THE CENTERLINE OF THE
 GP0229'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, 1.0 FEET
 GP0229'SOUTHEAST OF THE EAST END OF THE NORTH METAL GUARD RAIL OF THE BRIDGE,
 GP0229'AND SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE
 GP0229'WINGWALL OF THE BRIDGE.
 GP0229
 GP0229                          STATION RECOVERY (1993)
 GP0229
 GP0229'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0540 ***********************************************************************
 CY0540  DESIGNATION -  10
 CY0540  PID         -  CY0540
 CY0540  STATE/COUNTY-  AZ/GRAHAM
 CY0540  USGS QUAD   -  TANQUE (1966)
 CY0540
 CY0540                         *CURRENT SURVEY CONTROL
 CY0540  ___________________________________________________________________
 CY0540* NAD 83(1986)-  32 36 27.     (N)    109 32 19.     (W)     SCALED    
 CY0540* NAVD 88     -       994.13   (+/-2cm)    3261.6    (feet)  VERTCON   
 CY0540  ___________________________________________________________________
 CY0540  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0540
 CY0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0540
 CY0540.The horizontal coordinates were scaled from a topographic map and have
 CY0540.an estimated accuracy of +/- 6 seconds.
 CY0540
 CY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0540.The vertical order pertains to the NGVD 29 superseded value.
 CY0540
 CY0540.The geoid height was determined by GEOID03.
 CY0540
 CY0540;                    North         East    Units  Estimated Accuracy
 CY0540;SPC AZ E     -   178,400.      272,310.      MT  (+/- 180 meters Scaled)
 CY0540
 CY0540                          SUPERSEDED SURVEY CONTROL
 CY0540
 CY0540  NGVD 29 (??/??/92)  993.461  (m)         3259.38   (f) ADJ UNCH    1 2
 CY0540
 CY0540.Superseded values are not recommended for survey control.
 CY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0540.See file dsdata.txt to determine how the superseded data were derived.
 CY0540
 CY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB371087(NAD 83)
 CY0540_MARKER: P = PIPE CAP
 CY0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0540_STAMPING: 3259.380 10
 CY0540_MARK LOGO: USGS  
 CY0540_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0540+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1972
 CY0540
 CY0540  HISTORY     - Date     Condition        Report By
 CY0540  HISTORY     - UNK      MONUMENTED       USGS
 CY0540  HISTORY     - 1932     GOOD             NGS
 CY0540  HISTORY     - 19720303 GOOD             USGS
 CY0540
 CY0540                          STATION DESCRIPTION
 CY0540
 CY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0540'IN TANQUE.
 CY0540'ON SOUTHERN PACIFIC RAILROAD, 250 FEET SOUTHWEST OF TANQUE WATER TANK,
 CY0540'215 FEET WEST OF RAILROAD CENTERLINE, MARKED 3260 FEET, DATUM NO. 10.
 CY0540
 CY0540                          STATION RECOVERY (1972)
 CY0540
 CY0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1595 ***********************************************************************
 DV1595  DESIGNATION -  10 A
 DV1595  PID         -  DV1595
 DV1595  STATE/COUNTY-  AZ/LA PAZ
 DV1595  USGS QUAD   -  VICKSBURG (1990)
 DV1595
 DV1595                         *CURRENT SURVEY CONTROL
 DV1595  ___________________________________________________________________
 DV1595* NAD 83(1986)-  33 38 28.     (N)    113 50 51.     (W)     SCALED    
 DV1595* NAVD 88     -       367.82   (+/-2cm)    1206.8    (feet)  VERTCON   
 DV1595  ___________________________________________________________________
 DV1595  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1595
 DV1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1595
 DV1595.The horizontal coordinates were scaled from a topographic map and have
 DV1595.an estimated accuracy of +/- 6 seconds.
 DV1595
 DV1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1595.The vertical order pertains to the NGVD 29 superseded value.
 DV1595
 DV1595.The geoid height was determined by GEOID03.
 DV1595
 DV1595;                    North         East    Units  Estimated Accuracy
 DV1595;SPC AZ W     -   292,860.      204,320.      MT  (+/- 180 meters Scaled)
 DV1595
 DV1595                          SUPERSEDED SURVEY CONTROL
 DV1595
 DV1595  NGVD 29 (??/??/92)  367.153  (m)         1204.57   (f) ADJ UNCH    2 0
 DV1595
 DV1595.Superseded values are not recommended for survey control.
 DV1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1595.See file dsdata.txt to determine how the superseded data were derived.
 DV1595
 DV1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC358260(NAD 83)
 DV1595_MARKER: DD = SURVEY DISK
 DV1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1595_STAMPING: 10 A 1962
 DV1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1595+STABILITY: SURFACE MOTION
 DV1595
 DV1595  HISTORY     - Date     Condition        Report By
 DV1595  HISTORY     - 1962     MONUMENTED       AZHD
 DV1595
 DV1595                          STATION DESCRIPTION
 DV1595
 DV1595'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1595'9.25 MI SE FROM BRENDA.
 DV1595'0.5 MILES EAST-SOUTHEAST OF A 396 10, AN ARIZONA HIGHWAY DEPARTMENT
 DV1595'DISK, STAMPED 10 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1595'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1595'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0770 ***********************************************************************
 FQ0770  DESIGNATION -  10 HLS
 FQ0770  PID         -  FQ0770
 FQ0770  STATE/COUNTY-  AZ/NAVAJO
 FQ0770  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0770
 FQ0770                         *CURRENT SURVEY CONTROL
 FQ0770  ___________________________________________________________________
 FQ0770* NAD 83(1986)-  35 05 49.     (N)    110 20 47.     (W)     SCALED    
 FQ0770* NAVD 88     -      1552.762  (meters)    5094.35   (feet)  ADJUSTED  
 FQ0770  ___________________________________________________________________
 FQ0770  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0770  DYNAMIC HT  -        1550.682 (meters)    5087.53  (feet)  COMP
 FQ0770  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 FQ0770
 FQ0770  VERT ORDER  -  THIRD
 FQ0770
 FQ0770.The horizontal coordinates were scaled from a topographic map and have
 FQ0770.an estimated accuracy of +/- 6 seconds.
 FQ0770
 FQ0770.The orthometric height was determined by differential leveling
 FQ0770.and adjusted by the National Geodetic Survey in June 1991..
 FQ0770
 FQ0770.The geoid height was determined by GEOID03.
 FQ0770
 FQ0770.The dynamic height is computed by dividing the NAVD 88
 FQ0770.geopotential number by the normal gravity value computed on the
 FQ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0770.degrees latitude (g = 980.6199 gals.).
 FQ0770
 FQ0770.The modeled gravity was interpolated from observed gravity values.
 FQ0770
 FQ0770;                    North         East    Units  Estimated Accuracy
 FQ0770;SPC AZ E     -   454,340.      196,970.      MT  (+/- 180 meters Scaled)
 FQ0770
 FQ0770                          SUPERSEDED SURVEY CONTROL
 FQ0770
 FQ0770.No superseded survey control is available for this station.
 FQ0770
 FQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595839(NAD 83)
 FQ0770_MARKER: DB = BENCH MARK DISK
 FQ0770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0770_SP_SET: COPPER-CLAD STEEL ROD
 FQ0770_STAMPING: 10 HLS 1970 5092
 FQ0770_MARK LOGO: USGS  
 FQ0770_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0770+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0770
 FQ0770  HISTORY     - Date     Condition        Report By
 FQ0770  HISTORY     - 1970     MONUMENTED       USGS
 FQ0770
 FQ0770                          STATION DESCRIPTION
 FQ0770
 FQ0770'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0770'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0770'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0770'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 4.9 MILES
 FQ0770'NORTHEAST ALONG THE ROAD, 0.1 MILE WEST OF A GATE AND CATTLEGUARD, 45
 FQ0770'FEET SOUTH OF A T-FENCE CORNER, 26 FEET SOUTH OF THE CENTERLINE OF
 FQ0770'THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0770'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0872 ***********************************************************************
 FQ0872  DESIGNATION -  10 JRH
 FQ0872  PID         -  FQ0872
 FQ0872  STATE/COUNTY-  AZ/COCONINO
 FQ0872  USGS QUAD   -  CHAPEL MOUNTAIN (1989)
 FQ0872
 FQ0872                         *CURRENT SURVEY CONTROL
 FQ0872  ___________________________________________________________________
 FQ0872* NAD 83(1986)-  35 36 06.     (N)    111 45 23.     (W)     SCALED    
 FQ0872* NAVD 88     -      1871.812  (meters)    6141.10   (feet)  POSTED    
 FQ0872  ___________________________________________________________________
 FQ0872  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0872  DYNAMIC HT  -        1869.310 (meters)    6132.89  (feet)  COMP
 FQ0872  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 FQ0872
 FQ0872  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0872
 FQ0872.The horizontal coordinates were scaled from a topographic map and have
 FQ0872.an estimated accuracy of +/- 6 seconds.
 FQ0872
 FQ0872.The orthometric height was determined by differential leveling
 FQ0872.and adjusted by the National Geodetic Survey in 1992..
 FQ0872.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0872.rate of 0.0 thru 1.0 mm/km.
 FQ0872
 FQ0872.The geoid height was determined by GEOID03.
 FQ0872
 FQ0872.The dynamic height is computed by dividing the NAVD 88
 FQ0872.geopotential number by the normal gravity value computed on the
 FQ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0872.degrees latitude (g = 980.6199 gals.).
 FQ0872
 FQ0872.The modeled gravity was interpolated from observed gravity values.
 FQ0872
 FQ0872;                    North         East    Units  Estimated Accuracy
 FQ0872;SPC AZ C     -   510,330.      227,880.      MT  (+/- 180 meters Scaled)
 FQ0872
 FQ0872                          SUPERSEDED SURVEY CONTROL
 FQ0872
 FQ0872.No superseded survey control is available for this station.
 FQ0872
 FQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE314400(NAD 83)
 FQ0872_MARKER: DB = BENCH MARK DISK
 FQ0872_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0872_SP_SET: ROCK OUTCROP
 FQ0872_STAMPING: 10 JRH 1959 6138
 FQ0872_MARK LOGO: USGS  
 FQ0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0872+STABILITY: POSITION/ELEVATION WELL
 FQ0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0872+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0872
 FQ0872  HISTORY     - Date     Condition        Report By
 FQ0872  HISTORY     - 1959     MONUMENTED       USGS
 FQ0872
 FQ0872                          STATION DESCRIPTION
 FQ0872
 FQ0872'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0872'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0872'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0872'LOOKOUT TOWER, PROCEED 32.6 MILES SOUTH, 1030 FEET SOUTHEAST OF A
 FQ0872'STONE RANCH HOUSE AT TUB RANCH, 630 FEET NORTHEAST OF 1/4 CORNER S28
 FQ0872'S33 T26N R6E, 350 FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD, 55
 FQ0872'FEET SOUTHEAST OF THE SOUTHEAST END OF A EARTH DAM, ON THE WEST END
 FQ0872'OF A FLAT RIDGE, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0288 ***********************************************************************
 DV0288  DESIGNATION -  10 LUKE FIELD
 DV0288  PID         -  DV0288
 DV0288  STATE/COUNTY-  AZ/MARICOPA
 DV0288  USGS QUAD   -  EL MIRAGE (1982)
 DV0288
 DV0288                         *CURRENT SURVEY CONTROL
 DV0288  ___________________________________________________________________
 DV0288* NAD 83(1986)-  33 32 15.     (N)    112 21 58.     (W)     SCALED    
 DV0288* NAVD 88     -       330.94   (+/-2cm)    1085.8    (feet)  VERTCON   
 DV0288  ___________________________________________________________________
 DV0288  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0288
 DV0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0288
 DV0288.The horizontal coordinates were scaled from a topographic map and have
 DV0288.an estimated accuracy of +/- 6 seconds.
 DV0288
 DV0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0288.The vertical order pertains to the NGVD 29 superseded value.
 DV0288
 DV0288.The geoid height was determined by GEOID03.
 DV0288
 DV0288;                    North         East    Units  Estimated Accuracy
 DV0288;SPC AZ C     -   281,450.      171,620.      MT  (+/- 180 meters Scaled)
 DV0288
 DV0288                          SUPERSEDED SURVEY CONTROL
 DV0288
 DV0288  NGVD 29 (??/??/92)  330.396  (m)         1083.97   (f) ADJ UNCH    2 0
 DV0288
 DV0288.Superseded values are not recommended for survey control.
 DV0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0288.See file dsdata.txt to determine how the superseded data were derived.
 DV0288
 DV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731117(NAD 83)
 DV0288_MARKER: Q = CHISELED SQUARE
 DV0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0288_SP_SET: PAVEMENT
 DV0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0288
 DV0288  HISTORY     - Date     Condition        Report By
 DV0288  HISTORY     - UNK      MONUMENTED       DOD
 DV0288  HISTORY     - 1945     GOOD             NGS
 DV0288
 DV0288                          STATION DESCRIPTION
 DV0288
 DV0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0288'IN LUKE FIELD.
 DV0288'AT LUKE FIELD, MARICOPA COUNTY, 55.3 FEET NORTHWEST OF FLOOD-LIGHT
 DV0288'POLE 8, 26.5 FEET NORTH-NORTHWEST OF FIRE HYDRANT 21, 19.5 FEET SOUTH
 DV0288'OF THE SOUTHWEST CORNER OF A SEWER DRAIN, AT THE INTERSECTION OF I
 DV0288'STREET AND THE WEST ANCHORAGE, IN LINE WITH THE CENTERLINE OF I STREET
 DV0288'0.2 FOOT WEST OF THE EAST EDGE OF THE ANCHORAGE, AND ON THE TOP OF THE
 DV0288'PAVEMENT.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0433 ***********************************************************************
 FR0433  DESIGNATION -  10 W
 FR0433  PID         -  FR0433
 FR0433  STATE/COUNTY-  AZ/MOHAVE
 FR0433  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0433
 FR0433                         *CURRENT SURVEY CONTROL
 FR0433  ___________________________________________________________________
 FR0433* NAD 83(1986)-  35 11 51.     (N)    113 21 55.     (W)     SCALED    
 FR0433* NAVD 88     -      1539.906  (meters)    5052.17   (feet)  POSTED    
 FR0433  ___________________________________________________________________
 FR0433  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FR0433  DYNAMIC HT  -        1537.880 (meters)    5045.53  (feet)  COMP
 FR0433  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 FR0433
 FR0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0433
 FR0433.The horizontal coordinates were scaled from a topographic map and have
 FR0433.an estimated accuracy of +/- 6 seconds.
 FR0433
 FR0433.The orthometric height was determined by differential leveling
 FR0433.and adjusted by the National Geodetic Survey in 1992..
 FR0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0433.rate of 0.0 thru 1.0 mm/km.
 FR0433
 FR0433.The geoid height was determined by GEOID03.
 FR0433
 FR0433.The dynamic height is computed by dividing the NAVD 88
 FR0433.geopotential number by the normal gravity value computed on the
 FR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0433.degrees latitude (g = 980.6199 gals.).
 FR0433
 FR0433.The modeled gravity was interpolated from observed gravity values.
 FR0433
 FR0433;                    North         East    Units  Estimated Accuracy
 FR0433;SPC AZ W     -   465,570.      248,390.      MT  (+/- 180 meters Scaled)
 FR0433
 FR0433                          SUPERSEDED SURVEY CONTROL
 FR0433
 FR0433  NGVD 29 (??/??/92) 1539.00   (m)         5049.2    (f) COMPUTED    2 0
 FR0433
 FR0433.Superseded values are not recommended for survey control.
 FR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0433.See file dsdata.txt to determine how the superseded data were derived.
 FR0433
 FR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD846975(NAD 83)
 FR0433_MARKER: P = PIPE CAP
 FR0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0433_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0433_STAMPING: S18-S17-S19-S20 T21-N-R 10W 1916
 FR0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0433
 FR0433  HISTORY     - Date     Condition        Report By
 FR0433  HISTORY     - 1916     MONUMENTED       USGLO
 FR0433  HISTORY     - 1962     GOOD             NGS
 FR0433
 FR0433                          STATION DESCRIPTION
 FR0433
 FR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0433'49.4 MI NE FROM KINGMAN.
 FR0433'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0433'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0433'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0433'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0433'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 1.8 MILES
 FR0433'SOUTH AND EAST ALONG THE DIRT ROAD TO AN EAST-WEST FENCE LINE AND A
 FR0433'GATE, THENCE 0.2 MILE EAST ALONG THE FENCE LINE TO A FENCE CORNER
 FR0433'WHICH IS ABOUT 100 YARDS NORTH OF A PIPE LINE VALVE, 1.5 FEET WEST OF
 FR0433'FENCE, 33 FEET NORTH OF A FENCE CORNER, 48.3 FEET NORTHEAST OF STATION
 FR0433'SUB, 49.7 FEET NORTHEAST OF A METAL WITNESS POST, A METAL CAP RIVITED
 FR0433'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0592 ***********************************************************************
 ER0592  DESIGNATION -  100 BKC
 ER0592  PID         -  ER0592
 ER0592  STATE/COUNTY-  AZ/APACHE
 ER0592  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0592
 ER0592                         *CURRENT SURVEY CONTROL
 ER0592  ___________________________________________________________________
 ER0592* NAD 83(1986)-  34 29 54.     (N)    109 20 11.     (W)     SCALED    
 ER0592* NAVD 88     -      1744.255  (meters)    5722.61   (feet)  ADJUSTED  
 ER0592  ___________________________________________________________________
 ER0592  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 ER0592  DYNAMIC HT  -        1741.745 (meters)    5714.38  (feet)  COMP
 ER0592  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 ER0592
 ER0592  VERT ORDER  -  SECOND    CLASS 0
 ER0592
 ER0592.The horizontal coordinates were scaled from a topographic map and have
 ER0592.an estimated accuracy of +/- 6 seconds.
 ER0592
 ER0592.The orthometric height was determined by differential leveling
 ER0592.and adjusted by the National Geodetic Survey in June 1991..
 ER0592
 ER0592.The geoid height was determined by GEOID03.
 ER0592
 ER0592.The dynamic height is computed by dividing the NAVD 88
 ER0592.geopotential number by the normal gravity value computed on the
 ER0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0592.degrees latitude (g = 980.6199 gals.).
 ER0592
 ER0592.The modeled gravity was interpolated from observed gravity values.
 ER0592
 ER0592;                    North         East    Units  Estimated Accuracy
 ER0592;SPC AZ E     -   388,240.      289,610.      MT  (+/- 180 meters Scaled)
 ER0592
 ER0592                          SUPERSEDED SURVEY CONTROL
 ER0592
 ER0592  NGVD 29 (??/??/92) 1743.41   (m)         5719.8    (f) COMPUTED    2 0
 ER0592
 ER0592.Superseded values are not recommended for survey control.
 ER0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0592.See file dsdata.txt to determine how the superseded data were derived.
 ER0592
 ER0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD527186(NAD 83)
 ER0592_MARKER: DB = BENCH MARK DISK
 ER0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0592_SP_SET: COPPER-CLAD STEEL ROD
 ER0592_STAMPING: 100 BKC 1968 5720
 ER0592_MARK LOGO: USGS  
 ER0592_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0592+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0592
 ER0592  HISTORY     - Date     Condition        Report By
 ER0592  HISTORY     - 1968     MONUMENTED       USGS
 ER0592
 ER0592                          STATION DESCRIPTION
 ER0592
 ER0592'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0592'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0592'ALONG U S HIGHWAY 666, THENCE 1.1 MILES EAST ALONG A GRAVEL ROAD, 105
 ER0592'FEET EAST OF A POWER POLE WHERE THE POWER LINE MAKES AN ANGLE, 53
 ER0592'FEET SOUTH OF THE ROAD, 1.5 FEET NORTH OF A FENCE CORNER, SET ON A
 ER0592'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0563 ***********************************************************************
 ER0563  DESIGNATION -  100 DOR
 ER0563  PID         -  ER0563
 ER0563  STATE/COUNTY-  AZ/APACHE
 ER0563  USGS QUAD   -  LONG H RANCH (1984)
 ER0563
 ER0563                         *CURRENT SURVEY CONTROL
 ER0563  ___________________________________________________________________
 ER0563* NAD 83(1986)-  34 50 46.     (N)    109 29 27.     (W)     SCALED    
 ER0563* NAVD 88     -      1873.064  (meters)    6145.21   (feet)  ADJUSTED  
 ER0563  ___________________________________________________________________
 ER0563  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0563  DYNAMIC HT  -        1870.381 (meters)    6136.41  (feet)  COMP
 ER0563  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 ER0563
 ER0563  VERT ORDER  -  SECOND    CLASS II
 ER0563
 ER0563.The horizontal coordinates were scaled from a topographic map and have
 ER0563.an estimated accuracy of +/- 6 seconds.
 ER0563
 ER0563.The orthometric height was determined by differential leveling
 ER0563.and adjusted by the National Geodetic Survey in June 1991..
 ER0563
 ER0563.The geoid height was determined by GEOID03.
 ER0563
 ER0563.The dynamic height is computed by dividing the NAVD 88
 ER0563.geopotential number by the normal gravity value computed on the
 ER0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0563.degrees latitude (g = 980.6199 gals.).
 ER0563
 ER0563.The modeled gravity was interpolated from observed gravity values.
 ER0563
 ER0563;                    North         East    Units  Estimated Accuracy
 ER0563;SPC AZ E     -   426,710.      275,170.      MT  (+/- 180 meters Scaled)
 ER0563
 ER0563                          SUPERSEDED SURVEY CONTROL
 ER0563
 ER0563.No superseded survey control is available for this station.
 ER0563
 ER0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD379570(NAD 83)
 ER0563_MARKER: DB = BENCH MARK DISK
 ER0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0563_SP_SET: CONCRETE POST
 ER0563_STAMPING: 100 DOR 1972 6142
 ER0563_MARK LOGO: USGS  
 ER0563_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0563+STABILITY: SURFACE MOTION
 ER0563
 ER0563  HISTORY     - Date     Condition        Report By
 ER0563  HISTORY     - 1972     MONUMENTED       USGS
 ER0563
 ER0563                          STATION DESCRIPTION
 ER0563
 ER0563'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0563'31.9 KM (19.80 MI) SSE FROM NAVAJO.
 ER0563'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0563'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0563'THENCE 6.9 MILES SOUTHEAST ALONG A TRACK ROAD, 1.0 MILES SSW OF A
 ER0563'WINDMILL, 0.2 MILES NNW OF A Y-ROAD NORTHEAST, ON THE TOP OF A SLIGHT
 ER0563'RISE, 264 FEET NNW OF A Y-ROAD SOUTHEAST, AND 21 FEET NORTHWEST OF
 ER0563'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0447 ***********************************************************************
 GQ0447  DESIGNATION -  100 DOR
 GQ0447  PID         -  GQ0447
 GQ0447  STATE/COUNTY-  AZ/MOHAVE
 GQ0447  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0447
 GQ0447                         *CURRENT SURVEY CONTROL
 GQ0447  ___________________________________________________________________
 GQ0447* NAD 83(1986)-  36 47 57.     (N)    113 33 10.     (W)     SCALED    
 GQ0447* NAVD 88     -      1615.244  (meters)    5299.35   (feet)  POSTED    
 GQ0447  ___________________________________________________________________
 GQ0447  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 GQ0447  DYNAMIC HT  -        1613.380 (meters)    5293.23  (feet)  COMP
 GQ0447  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 GQ0447
 GQ0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0447
 GQ0447.The horizontal coordinates were scaled from a topographic map and have
 GQ0447.an estimated accuracy of +/- 6 seconds.
 GQ0447
 GQ0447.The orthometric height was determined by differential leveling
 GQ0447.and adjusted by the National Geodetic Survey in 1992..
 GQ0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0447.rate of 0.0 thru 1.0 mm/km.
 GQ0447
 GQ0447.The geoid height was determined by GEOID03.
 GQ0447
 GQ0447.The dynamic height is computed by dividing the NAVD 88
 GQ0447.geopotential number by the normal gravity value computed on the
 GQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0447.degrees latitude (g = 980.6199 gals.).
 GQ0447
 GQ0447.The modeled gravity was interpolated from observed gravity values.
 GQ0447
 GQ0447;                    North         East    Units  Estimated Accuracy
 GQ0447;SPC AZ W     -   643,220.      230,960.      MT  (+/- 180 meters Scaled)
 GQ0447
 GQ0447                          SUPERSEDED SURVEY CONTROL
 GQ0447
 GQ0447.No superseded survey control is available for this station.
 GQ0447
 GQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722756(NAD 83)
 GQ0447_MARKER: DB = BENCH MARK DISK
 GQ0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0447_SP_SET: COPPER-CLAD STEEL ROD
 GQ0447_STAMPING: 100 DOR 1970 5296
 GQ0447_MARK LOGO: USGS  
 GQ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0447
 GQ0447  HISTORY     - Date     Condition        Report By
 GQ0447  HISTORY     - 1970     MONUMENTED       USGS
 GQ0447
 GQ0447                          STATION DESCRIPTION
 GQ0447
 GQ0447'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0447'37.5 KM (23.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0447'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0447'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0447'ROAD TO THE ARIZONA STATE LINE, CONTINUE 16.6 MILES SOUTH ALONG MT.
 GQ0447'TRUMBULL ROAD, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0447'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0668 ***********************************************************************
 GP0668  DESIGNATION -  100 DOR
 GP0668  PID         -  GP0668
 GP0668  STATE/COUNTY-  AZ/COCONINO
 GP0668  USGS QUAD   -  COW SPRINGS (1970)
 GP0668
 GP0668                         *CURRENT SURVEY CONTROL
 GP0668  ___________________________________________________________________
 GP0668* NAD 83(1986)-  36 28 56.     (N)    110 52 14.     (W)     SCALED    
 GP0668* NAVD 88     -      1804.563  (meters)    5920.47   (feet)  ADJUSTED  
 GP0668  ___________________________________________________________________
 GP0668  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 GP0668  DYNAMIC HT  -        1802.319 (meters)    5913.11  (feet)  COMP
 GP0668  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 GP0668
 GP0668  VERT ORDER  -  SECOND    CLASS 0
 GP0668
 GP0668.The horizontal coordinates were scaled from a topographic map and have
 GP0668.an estimated accuracy of +/- 6 seconds.
 GP0668
 GP0668.The orthometric height was determined by differential leveling
 GP0668.and adjusted by the National Geodetic Survey in June 1991..
 GP0668
 GP0668.The geoid height was determined by GEOID03.
 GP0668
 GP0668.The dynamic height is computed by dividing the NAVD 88
 GP0668.geopotential number by the normal gravity value computed on the
 GP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0668.degrees latitude (g = 980.6199 gals.).
 GP0668
 GP0668.The modeled gravity was interpolated from observed gravity values.
 GP0668
 GP0668;                    North         East    Units  Estimated Accuracy
 GP0668;SPC AZ C     -   608,530.      307,100.      MT  (+/- 180 meters Scaled)
 GP0668
 GP0668                          SUPERSEDED SURVEY CONTROL
 GP0668
 GP0668  NGVD 29 (??/??/92) 1803.61   (m)         5917.3    (f) COMPUTED    2 0
 GP0668
 GP0668.Superseded values are not recommended for survey control.
 GP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0668.See file dsdata.txt to determine how the superseded data were derived.
 GP0668
 GP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF115374(NAD 83)
 GP0668_MARKER: DB = BENCH MARK DISK
 GP0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0668_SP_SET: COPPER-CLAD STEEL ROD
 GP0668_STAMPING: 100 DOR 1969 5917
 GP0668_MARK LOGO: USGS  
 GP0668_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0668+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0668
 GP0668  HISTORY     - Date     Condition        Report By
 GP0668  HISTORY     - 1969     MONUMENTED       USGS
 GP0668
 GP0668                          STATION DESCRIPTION
 GP0668
 GP0668'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0668'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0668'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0668'NORTH, THENCE 7.0 MILES NORTH, 100 FEET NORTH OF THE JUNCTION OF A
 GP0668'Y-ROAD EAST, 50 FEET NORTHWEST AND 3 FEET HIGHER THAN THE ROAD, 10
 GP0668'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A WITNESS,
 GP0668'SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0668'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0446 ***********************************************************************
 DV0446  DESIGNATION -  100 Z
 DV0446  PID         -  DV0446
 DV0446  STATE/COUNTY-  AZ/MARICOPA
 DV0446  USGS QUAD   -  TOLLESON (1982)
 DV0446
 DV0446                         *CURRENT SURVEY CONTROL
 DV0446  ___________________________________________________________________
 DV0446* NAD 83(1986)-  33 24 22.     (N)    112 18 22.     (W)     SCALED    
 DV0446* NAVD 88     -       288.55   (+/-2cm)     946.7    (feet)  VERTCON   
 DV0446  ___________________________________________________________________
 DV0446  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV0446
 DV0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0446
 DV0446.The horizontal coordinates were scaled from a topographic map and have
 DV0446.an estimated accuracy of +/- 6 seconds.
 DV0446
 DV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0446.The vertical order pertains to the NGVD 29 superseded value.
 DV0446
 DV0446.The geoid height was determined by GEOID03.
 DV0446
 DV0446;                    North         East    Units  Estimated Accuracy
 DV0446;SPC AZ C     -   266,860.      177,140.      MT  (+/- 180 meters Scaled)
 DV0446
 DV0446                          SUPERSEDED SURVEY CONTROL
 DV0446
 DV0446  NGVD 29 (??/??/92)  287.886  (m)          944.51   (f) ADJ UNCH    2 0
 DV0446
 DV0446.Superseded values are not recommended for survey control.
 DV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0446.See file dsdata.txt to determine how the superseded data were derived.
 DV0446
 DV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB785970(NAD 83)
 DV0446_MARKER: DD = SURVEY DISK
 DV0446_SETTING: 0 = UNSPECIFIED SETTING
 DV0446_STAMPING: 100 Z 1962
 DV0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0446
 DV0446  HISTORY     - Date     Condition        Report By
 DV0446  HISTORY     - 1962     MONUMENTED       AZHD
 DV0446  HISTORY     - 1962     GOOD             NGS
 DV0446  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0446
 DV0446                          STATION DESCRIPTION
 DV0446
 DV0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0446'2.4 MI SW FROM CASHION.
 DV0446'0.4 MILE WEST ALONG US HY. 80 FROM POST OFFICE AT CASHION, THENCE 2
 DV0446'MILES SOUTH ALONG SOUTH 115TH AVENUE TO THE JUNCTION OF BROADWAY AND
 DV0446'THE MARK SET FLUSH WITH THE GROUND ELEVATION, 37 FT. WEST OF THE SOUTH
 DV0446'HEADWALL OF A IRRIGATION CANAL, 35.5 FT. EAST OF THE CENTER OF 115TH
 DV0446'AVENUE, 22 FT. OF THE CENTER OF BROADWAY, 5 FT. NORTH OF A WITNESS
 DV0446'POST, 7.6 FT. SOUTHWEST OF A POWER POLE.
 DV0446
 DV0446                          STATION RECOVERY (1992)
 DV0446
 DV0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0446'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0446'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0593 ***********************************************************************
 ER0593  DESIGNATION -  101 BKC
 ER0593  PID         -  ER0593
 ER0593  STATE/COUNTY-  AZ/APACHE
 ER0593  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0593
 ER0593                         *CURRENT SURVEY CONTROL
 ER0593  ___________________________________________________________________
 ER0593* NAD 83(1986)-  34 29 24.     (N)    109 19 45.     (W)     SCALED    
 ER0593* NAVD 88     -      1771.021  (meters)    5810.42   (feet)  ADJUSTED  
 ER0593  ___________________________________________________________________
 ER0593  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0593  DYNAMIC HT  -        1768.469 (meters)    5802.05  (feet)  COMP
 ER0593  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 ER0593
 ER0593  VERT ORDER  -  SECOND    CLASS 0
 ER0593
 ER0593.The horizontal coordinates were scaled from a topographic map and have
 ER0593.an estimated accuracy of +/- 6 seconds.
 ER0593
 ER0593.The orthometric height was determined by differential leveling
 ER0593.and adjusted by the National Geodetic Survey in June 1991..
 ER0593
 ER0593.The geoid height was determined by GEOID03.
 ER0593
 ER0593.The dynamic height is computed by dividing the NAVD 88
 ER0593.geopotential number by the normal gravity value computed on the
 ER0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0593.degrees latitude (g = 980.6199 gals.).
 ER0593
 ER0593.The modeled gravity was interpolated from observed gravity values.
 ER0593
 ER0593;                    North         East    Units  Estimated Accuracy
 ER0593;SPC AZ E     -   387,320.      290,280.      MT  (+/- 180 meters Scaled)
 ER0593
 ER0593                          SUPERSEDED SURVEY CONTROL
 ER0593
 ER0593  NGVD 29 (??/??/92) 1770.17   (m)         5807.6    (f) COMPUTED    2 0
 ER0593
 ER0593.Superseded values are not recommended for survey control.
 ER0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0593.See file dsdata.txt to determine how the superseded data were derived.
 ER0593
 ER0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD534177(NAD 83)
 ER0593_MARKER: DB = BENCH MARK DISK
 ER0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0593_SP_SET: COPPER-CLAD STEEL ROD
 ER0593_STAMPING: 101 BKC 1968 5808
 ER0593_MARK LOGO: USGS  
 ER0593_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0593+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0593
 ER0593  HISTORY     - Date     Condition        Report By
 ER0593  HISTORY     - 1968     MONUMENTED       USGS
 ER0593
 ER0593                          STATION DESCRIPTION
 ER0593
 ER0593'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0593'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0593'ALONG U S HIGHWAY 666, THENCE 1.8 MILES EAST ALONG A GRAVEL ROAD TO
 ER0593'TWO SMALL KNOLLS, 48 FEET SOUTH OF THE ROAD, TO THE EAST ONE OF TWO
 ER0593'SMALL KNOLLS, 15 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A
 ER0593'FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0593'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0564 ***********************************************************************
 ER0564  DESIGNATION -  101 DOR
 ER0564  PID         -  ER0564
 ER0564  STATE/COUNTY-  AZ/APACHE
 ER0564  USGS QUAD   -  LONG H RANCH (1984)
 ER0564
 ER0564                         *CURRENT SURVEY CONTROL
 ER0564  ___________________________________________________________________
 ER0564* NAD 83(1986)-  34 49 59.     (N)    109 29 03.     (W)     SCALED    
 ER0564* NAVD 88     -      1875.302  (meters)    6152.55   (feet)  ADJUSTED  
 ER0564  ___________________________________________________________________
 ER0564  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0564  DYNAMIC HT  -        1872.618 (meters)    6143.75  (feet)  COMP
 ER0564  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 ER0564
 ER0564  VERT ORDER  -  SECOND    CLASS II
 ER0564
 ER0564.The horizontal coordinates were scaled from a topographic map and have
 ER0564.an estimated accuracy of +/- 6 seconds.
 ER0564
 ER0564.The orthometric height was determined by differential leveling
 ER0564.and adjusted by the National Geodetic Survey in June 1991..
 ER0564
 ER0564.The geoid height was determined by GEOID03.
 ER0564
 ER0564.The dynamic height is computed by dividing the NAVD 88
 ER0564.geopotential number by the normal gravity value computed on the
 ER0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0564.degrees latitude (g = 980.6199 gals.).
 ER0564
 ER0564.The modeled gravity was interpolated from observed gravity values.
 ER0564
 ER0564;                    North         East    Units  Estimated Accuracy
 ER0564;SPC AZ E     -   425,270.      275,790.      MT  (+/- 180 meters Scaled)
 ER0564
 ER0564                          SUPERSEDED SURVEY CONTROL
 ER0564
 ER0564.No superseded survey control is available for this station.
 ER0564
 ER0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD386555(NAD 83)
 ER0564_MARKER: DB = BENCH MARK DISK
 ER0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0564_SP_SET: CONCRETE POST
 ER0564_STAMPING: 101 DOR 1972 6149
 ER0564_MARK LOGO: USGS  
 ER0564_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0564+STABILITY: SURFACE MOTION
 ER0564
 ER0564  HISTORY     - Date     Condition        Report By
 ER0564  HISTORY     - 1972     MONUMENTED       USGS
 ER0564
 ER0564                          STATION DESCRIPTION
 ER0564
 ER0564'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0564'33.5 KM (20.80 MI) SSE FROM NAVAJO.
 ER0564'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0564'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0564'THENCE 7.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD TO THE TOP OF
 ER0564'A SLIGHT RISE, 150 FEET SOUTH OF A DIM Y-ROAD NORTHWEST, 33 FEET EAST
 ER0564'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0448 ***********************************************************************
 GQ0448  DESIGNATION -  101 DOR
 GQ0448  PID         -  GQ0448
 GQ0448  STATE/COUNTY-  AZ/MOHAVE
 GQ0448  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0448
 GQ0448                         *CURRENT SURVEY CONTROL
 GQ0448  ___________________________________________________________________
 GQ0448* NAD 83(1986)-  36 47 11.     (N)    113 33 32.     (W)     SCALED    
 GQ0448* NAVD 88     -      1586.217  (meters)    5204.11   (feet)  POSTED    
 GQ0448  ___________________________________________________________________
 GQ0448  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 GQ0448  DYNAMIC HT  -        1584.400 (meters)    5198.15  (feet)  COMP
 GQ0448  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 GQ0448
 GQ0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0448
 GQ0448.The horizontal coordinates were scaled from a topographic map and have
 GQ0448.an estimated accuracy of +/- 6 seconds.
 GQ0448
 GQ0448.The orthometric height was determined by differential leveling
 GQ0448.and adjusted by the National Geodetic Survey in 1992..
 GQ0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0448.rate of 0.0 thru 1.0 mm/km.
 GQ0448
 GQ0448.The geoid height was determined by GEOID03.
 GQ0448
 GQ0448.The dynamic height is computed by dividing the NAVD 88
 GQ0448.geopotential number by the normal gravity value computed on the
 GQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0448.degrees latitude (g = 980.6199 gals.).
 GQ0448
 GQ0448.The modeled gravity was interpolated from observed gravity values.
 GQ0448
 GQ0448;                    North         East    Units  Estimated Accuracy
 GQ0448;SPC AZ W     -   641,810.      230,420.      MT  (+/- 180 meters Scaled)
 GQ0448
 GQ0448                          SUPERSEDED SURVEY CONTROL
 GQ0448
 GQ0448.No superseded survey control is available for this station.
 GQ0448
 GQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716742(NAD 83)
 GQ0448_MARKER: DB = BENCH MARK DISK
 GQ0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0448_SP_SET: COPPER-CLAD STEEL ROD
 GQ0448_STAMPING: 101 DOR 1970 5201
 GQ0448_MARK LOGO: USGS  
 GQ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0448
 GQ0448  HISTORY     - Date     Condition        Report By
 GQ0448  HISTORY     - 1970     MONUMENTED       USGS
 GQ0448
 GQ0448                          STATION DESCRIPTION
 GQ0448
 GQ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0448'39.3 KM (24.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0448'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0448'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0448'ROAD TO THE ARIZONA STATE LINE, CONTINUE 17.7 MILES SOUTH ALONG MT.
 GQ0448'TRUMBULL ROAD TO THE TOP OF A SLIGHT RISE, 42 FEET SOUTHEAST OF THE
 GQ0448'ROAD.  ROD DEPTH UNKNOWN.
 GQ0448'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0448'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0669 ***********************************************************************
 GP0669  DESIGNATION -  101 DOR
 GP0669  PID         -  GP0669
 GP0669  STATE/COUNTY-  AZ/COCONINO
 GP0669  USGS QUAD   -  COW SPRINGS (1970)
 GP0669
 GP0669                         *CURRENT SURVEY CONTROL
 GP0669  ___________________________________________________________________
 GP0669* NAD 83(1986)-  36 29 42.     (N)    110 51 39.     (W)     SCALED    
 GP0669* NAVD 88     -      1820.715  (meters)    5973.46   (feet)  ADJUSTED  
 GP0669  ___________________________________________________________________
 GP0669  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 GP0669  DYNAMIC HT  -        1818.450 (meters)    5966.03  (feet)  COMP
 GP0669  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 GP0669
 GP0669  VERT ORDER  -  SECOND    CLASS 0
 GP0669
 GP0669.The horizontal coordinates were scaled from a topographic map and have
 GP0669.an estimated accuracy of +/- 6 seconds.
 GP0669
 GP0669.The orthometric height was determined by differential leveling
 GP0669.and adjusted by the National Geodetic Survey in June 1991..
 GP0669
 GP0669.The geoid height was determined by GEOID03.
 GP0669
 GP0669.The dynamic height is computed by dividing the NAVD 88
 GP0669.geopotential number by the normal gravity value computed on the
 GP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0669.degrees latitude (g = 980.6199 gals.).
 GP0669
 GP0669.The modeled gravity was interpolated from observed gravity values.
 GP0669
 GP0669;                    North         East    Units  Estimated Accuracy
 GP0669;SPC AZ C     -   609,950.      307,950.      MT  (+/- 180 meters Scaled)
 GP0669
 GP0669                          SUPERSEDED SURVEY CONTROL
 GP0669
 GP0669  NGVD 29 (??/??/92) 1819.77   (m)         5970.4    (f) COMPUTED    2 0
 GP0669
 GP0669.Superseded values are not recommended for survey control.
 GP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0669.See file dsdata.txt to determine how the superseded data were derived.
 GP0669
 GP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF124388(NAD 83)
 GP0669_MARKER: DB = BENCH MARK DISK
 GP0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0669_SP_SET: COPPER-CLAD STEEL ROD
 GP0669_STAMPING: 101 DOR 1969 5970
 GP0669_MARK LOGO: USGS  
 GP0669_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0669+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0669
 GP0669  HISTORY     - Date     Condition        Report By
 GP0669  HISTORY     - 1969     MONUMENTED       USGS
 GP0669
 GP0669                          STATION DESCRIPTION
 GP0669
 GP0669'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0669'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0669'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0669'NORTH, THENCE 8.1 MILES NORTH, 0.1 MILE SOUTH OF A Y-ROAD NORTH TO A
 GP0669'STONE HOUSE, 101 FEET NORTHWEST OF THE ROAD, 10 FEET SOUTHWEST OF A
 GP0669'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED
 GP0669'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0447 ***********************************************************************
 DV0447  DESIGNATION -  101 Z
 DV0447  PID         -  DV0447
 DV0447  STATE/COUNTY-  AZ/MARICOPA
 DV0447  USGS QUAD   -  TOLLESON (1982)
 DV0447
 DV0447                         *CURRENT SURVEY CONTROL
 DV0447  ___________________________________________________________________
 DV0447* NAD 83(1986)-  33 24 23.     (N)    112 17 22.     (W)     SCALED    
 DV0447* NAVD 88     -       297.20   (+/-2cm)     975.1    (feet)  VERTCON   
 DV0447  ___________________________________________________________________
 DV0447  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DV0447
 DV0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0447
 DV0447.The horizontal coordinates were scaled from a topographic map and have
 DV0447.an estimated accuracy of +/- 6 seconds.
 DV0447
 DV0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0447.The vertical order pertains to the NGVD 29 superseded value.
 DV0447
 DV0447.The geoid height was determined by GEOID03.
 DV0447
 DV0447;                    North         East    Units  Estimated Accuracy
 DV0447;SPC AZ C     -   266,880.      178,690.      MT  (+/- 180 meters Scaled)
 DV0447
 DV0447                          SUPERSEDED SURVEY CONTROL
 DV0447
 DV0447  NGVD 29 (??/??/92)  296.538  (m)          972.89   (f) ADJ UNCH    2 0
 DV0447
 DV0447.Superseded values are not recommended for survey control.
 DV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0447.See file dsdata.txt to determine how the superseded data were derived.
 DV0447
 DV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB800970(NAD 83)
 DV0447_MARKER: DD = SURVEY DISK
 DV0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0447_STAMPING: 101 Z 1962
 DV0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0447+STABILITY: SURFACE MOTION
 DV0447
 DV0447  HISTORY     - Date     Condition        Report By
 DV0447  HISTORY     - 1962     MONUMENTED       AZHD
 DV0447  HISTORY     - 1962     GOOD             NGS
 DV0447  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0447
 DV0447                          STATION DESCRIPTION
 DV0447
 DV0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0447'2.6 MI SE FROM CASHION.
 DV0447'0.6 MILE EAST ALONG US HY. 80 FROM THE POST OFFICE AT CASHION, THENCE
 DV0447'2 MILES SOUTH ALONG SOUTH 107 AVENUE TO THE JUNCTION OF WEST BROADWAY
 DV0447'AND THE MARK SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND
 DV0447'ELEVATION, 36 FT. NORTH OF THE CENTER OF BROADWAY, 35 FT. WEST OF
 DV0447'CENTER OF 107TH AVENUE, 14 FT. NORTHWEST OF A BRACE POLE, 62 FT. NORTH
 DV0447'OF THE HEADGATE OF A EAST-WEST IRRIGATION CANAL, 1.6 FT. EAST OF A
 DV0447'WITNESS POST.
 DV0447
 DV0447                          STATION RECOVERY (1992)
 DV0447
 DV0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0447'THERE IS AN IRRIGATION DITCH AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1321 ***********************************************************************
 DV1321  DESIGNATION -  1010.92
 DV1321  PID         -  DV1321
 DV1321  STATE/COUNTY-  AZ/MARICOPA
 DV1321  USGS QUAD   -  TOLLESON (1982)
 DV1321
 DV1321                         *CURRENT SURVEY CONTROL
 DV1321  ___________________________________________________________________
 DV1321* NAD 83(1986)-  33 27 28.     (N)    112 21 30.     (W)     SCALED    
 DV1321* NAVD 88     -       308.730  (meters)    1012.89   (feet)  ADJUSTED  
 DV1321  ___________________________________________________________________
 DV1321  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1321  DYNAMIC HT  -         308.371 (meters)    1011.71  (feet)  COMP
 DV1321  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV1321
 DV1321  VERT ORDER  -  FIRST     CLASS II
 DV1321
 DV1321.The horizontal coordinates were scaled from a topographic map and have
 DV1321.an estimated accuracy of +/- 6 seconds.
 DV1321
 DV1321.The orthometric height was determined by differential leveling
 DV1321.and adjusted by the National Geodetic Survey in November 1993..
 DV1321
 DV1321.The geoid height was determined by GEOID03.
 DV1321
 DV1321.The dynamic height is computed by dividing the NAVD 88
 DV1321.geopotential number by the normal gravity value computed on the
 DV1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1321.degrees latitude (g = 980.6199 gals.).
 DV1321
 DV1321.The modeled gravity was interpolated from observed gravity values.
 DV1321
 DV1321;                    North         East    Units  Estimated Accuracy
 DV1321;SPC AZ C     -   272,610.      172,300.      MT  (+/- 180 meters Scaled)
 DV1321
 DV1321                          SUPERSEDED SURVEY CONTROL
 DV1321
 DV1321.No superseded survey control is available for this station.
 DV1321
 DV1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737028(NAD 83)
 DV1321_MARKER: DB = BENCH MARK DISK
 DV1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1321_SP_SET: CONCRETE
 DV1321_STAMPING: 1010.92
 DV1321_MARK LOGO: AZDT  
 DV1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1321+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1321
 DV1321  HISTORY     - Date     Condition        Report By
 DV1321  HISTORY     - UNK      MONUMENTED       AZDT
 DV1321  HISTORY     - 1981     GOOD             AZDT
 DV1321  HISTORY     - 20060810 GOOD             GEOCAC
 DV1321
 DV1321                          STATION DESCRIPTION
 DV1321
 DV1321'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1321'2.7 MI NW FROM AVONDALE.
 DV1321'1.0 MI (1.6 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1321'INTERSECTION OF DYSART ROAD TO THE LITCHFIELD ROAD OVERPASS AND THE
 DV1321'MARK ON THE SOUTHEAST DADO OF THE WESTBOUND.  A STANDARD AZDT ALUMINUM
 DV1321'CAP ON DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
 DV1321
 DV1321                          STATION RECOVERY (2006)
 DV1321
 DV1321'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1318 ***********************************************************************
 DV1318  DESIGNATION -  1015.01
 DV1318  PID         -  DV1318
 DV1318  STATE/COUNTY-  AZ/MARICOPA
 DV1318  USGS QUAD   -  TOLLESON (1982)
 DV1318
 DV1318                         *CURRENT SURVEY CONTROL
 DV1318  ___________________________________________________________________
 DV1318* NAD 83(1986)-  33 27 25.     (N)    112 20 29.     (W)     SCALED    
 DV1318* NAVD 88     -       309.953  (meters)    1016.90   (feet)  ADJUSTED  
 DV1318  ___________________________________________________________________
 DV1318  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1318  DYNAMIC HT  -         309.592 (meters)    1015.72  (feet)  COMP
 DV1318  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1318
 DV1318  VERT ORDER  -  FIRST     CLASS II
 DV1318
 DV1318.The horizontal coordinates were scaled from a topographic map and have
 DV1318.an estimated accuracy of +/- 6 seconds.
 DV1318
 DV1318.The orthometric height was determined by differential leveling
 DV1318.and adjusted by the National Geodetic Survey in November 1993..
 DV1318
 DV1318.The geoid height was determined by GEOID03.
 DV1318
 DV1318.The dynamic height is computed by dividing the NAVD 88
 DV1318.geopotential number by the normal gravity value computed on the
 DV1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1318.degrees latitude (g = 980.6199 gals.).
 DV1318
 DV1318.The modeled gravity was interpolated from observed gravity values.
 DV1318
 DV1318;                    North         East    Units  Estimated Accuracy
 DV1318;SPC AZ C     -   272,510.      173,880.      MT  (+/- 180 meters Scaled)
 DV1318
 DV1318                          SUPERSEDED SURVEY CONTROL
 DV1318
 DV1318.No superseded survey control is available for this station.
 DV1318
 DV1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753027(NAD 83)
 DV1318_MARKER: DB = BENCH MARK DISK
 DV1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1318_SP_SET: CONCRETE BRIDGE
 DV1318_STAMPING: 1015.01
 DV1318_MARK LOGO: AZDT  
 DV1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1318
 DV1318  HISTORY     - Date     Condition        Report By
 DV1318  HISTORY     - UNK      MONUMENTED       AZDT
 DV1318  HISTORY     - 1981     GOOD             AZDT
 DV1318
 DV1318                          STATION DESCRIPTION
 DV1318
 DV1318'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1318'2.0 MI NORTH FROM AVONDALE.
 DV1318'AT THE INTERSECTION OF DYSART ROAD AND INTERSTATE 10 IN THE TOP OF THE
 DV1318'NORTHEAST DADO OF THE WESTBOUND OVERPASS.  A STANDARD AZDT ALUMINUM
 DV1318'CAP 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1319 ***********************************************************************
 DV1319  DESIGNATION -  1015.44
 DV1319  PID         -  DV1319
 DV1319  STATE/COUNTY-  AZ/MARICOPA
 DV1319  USGS QUAD   -  TOLLESON (1982)
 DV1319
 DV1319                         *CURRENT SURVEY CONTROL
 DV1319  ___________________________________________________________________
 DV1319* NAD 83(1986)-  33 27 25.     (N)    112 20 29.     (W)     SCALED    
 DV1319* NAVD 88     -       310.086  (meters)    1017.34   (feet)  ADJUSTED  
 DV1319  ___________________________________________________________________
 DV1319  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1319  DYNAMIC HT  -         309.724 (meters)    1016.15  (feet)  COMP
 DV1319  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1319
 DV1319  VERT ORDER  -  FIRST     CLASS II
 DV1319
 DV1319.The horizontal coordinates were scaled from a topographic map and have
 DV1319.an estimated accuracy of +/- 6 seconds.
 DV1319
 DV1319.The orthometric height was determined by differential leveling
 DV1319.and adjusted by the National Geodetic Survey in November 1993..
 DV1319
 DV1319.The geoid height was determined by GEOID03.
 DV1319
 DV1319.The dynamic height is computed by dividing the NAVD 88
 DV1319.geopotential number by the normal gravity value computed on the
 DV1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1319.degrees latitude (g = 980.6199 gals.).
 DV1319
 DV1319.The modeled gravity was interpolated from observed gravity values.
 DV1319
 DV1319;                    North         East    Units  Estimated Accuracy
 DV1319;SPC AZ C     -   272,510.      173,880.      MT  (+/- 180 meters Scaled)
 DV1319
 DV1319                          SUPERSEDED SURVEY CONTROL
 DV1319
 DV1319.No superseded survey control is available for this station.
 DV1319
 DV1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753027(NAD 83)
 DV1319_MARKER: DB = BENCH MARK DISK
 DV1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1319_SP_SET: CONCRETE BRIDGE
 DV1319_STAMPING: 1015.44
 DV1319_MARK LOGO: AZDT  
 DV1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1319
 DV1319  HISTORY     - Date     Condition        Report By
 DV1319  HISTORY     - UNK      MONUMENTED       AZDT
 DV1319  HISTORY     - 1981     GOOD             AZDT
 DV1319
 DV1319                          STATION DESCRIPTION
 DV1319
 DV1319'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1319'2.0 MI NORTH FROM AVONDALE.
 DV1319'AT THE INTERSECTION OF DYSART ROAD AND INTERSTATE 10 IN THE TOP OF THE
 DV1319'NORTHEAST DADO OF EASTBOUND OVERPASS.  A STANDARD AZDT ALUMINUM CAP
 DV1319'3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1322 ***********************************************************************
 DV1322  DESIGNATION -  1015.53
 DV1322  PID         -  DV1322
 DV1322  STATE/COUNTY-  AZ/MARICOPA
 DV1322  USGS QUAD   -  TOLLESON (1982)
 DV1322
 DV1322                         *CURRENT SURVEY CONTROL
 DV1322  ___________________________________________________________________
 DV1322* NAD 83(1986)-  33 27 28.     (N)    112 21 30.     (W)     SCALED    
 DV1322* NAVD 88     -       310.130  (meters)    1017.48   (feet)  ADJUSTED  
 DV1322  ___________________________________________________________________
 DV1322  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1322  DYNAMIC HT  -         309.769 (meters)    1016.30  (feet)  COMP
 DV1322  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV1322
 DV1322  VERT ORDER  -  FIRST     CLASS II
 DV1322
 DV1322.The horizontal coordinates were scaled from a topographic map and have
 DV1322.an estimated accuracy of +/- 6 seconds.
 DV1322
 DV1322.The orthometric height was determined by differential leveling
 DV1322.and adjusted by the National Geodetic Survey in November 1993..
 DV1322
 DV1322.The geoid height was determined by GEOID03.
 DV1322
 DV1322.The dynamic height is computed by dividing the NAVD 88
 DV1322.geopotential number by the normal gravity value computed on the
 DV1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1322.degrees latitude (g = 980.6199 gals.).
 DV1322
 DV1322.The modeled gravity was interpolated from observed gravity values.
 DV1322
 DV1322;                    North         East    Units  Estimated Accuracy
 DV1322;SPC AZ C     -   272,610.      172,300.      MT  (+/- 180 meters Scaled)
 DV1322
 DV1322                          SUPERSEDED SURVEY CONTROL
 DV1322
 DV1322.No superseded survey control is available for this station.
 DV1322
 DV1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737028(NAD 83)
 DV1322_MARKER: DB = BENCH MARK DISK
 DV1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1322_SP_SET: CONCRETE
 DV1322_STAMPING: 1015.53
 DV1322_MARK LOGO: AZDT  
 DV1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1322
 DV1322  HISTORY     - Date     Condition        Report By
 DV1322  HISTORY     - UNK      MONUMENTED       AZDT
 DV1322  HISTORY     - 1981     GOOD             AZDT
 DV1322
 DV1322                          STATION DESCRIPTION
 DV1322
 DV1322'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1322'2.7 MI NW FROM AVONDALE.
 DV1322'1.0 MI (1.6 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1322'INTERSECTION OF DYSART ROAD TO THE LITCHFIELD ROAD OVERPASS AND THE
 DV1322'MARK ON THE SOUTHWEST DADO OF THE WESTBOUND.  A STANDARD AZDT ALUMINUM
 DV1322'CAP ON THE DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1325 ***********************************************************************
 DV1325  DESIGNATION -  1017.78
 DV1325  PID         -  DV1325
 DV1325  STATE/COUNTY-  AZ/MARICOPA
 DV1325  USGS QUAD   -  TOLLESON (1982)
 DV1325
 DV1325                         *CURRENT SURVEY CONTROL
 DV1325  ___________________________________________________________________
 DV1325* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1325* NAVD 88     -       310.814  (meters)    1019.73   (feet)  ADJUSTED  
 DV1325  ___________________________________________________________________
 DV1325  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1325  DYNAMIC HT  -         310.453 (meters)    1018.54  (feet)  COMP
 DV1325  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1325
 DV1325  VERT ORDER  -  FIRST     CLASS II
 DV1325
 DV1325.The horizontal coordinates were scaled from a topographic map and have
 DV1325.an estimated accuracy of +/- 6 seconds.
 DV1325
 DV1325.The orthometric height was determined by differential leveling
 DV1325.and adjusted by the National Geodetic Survey in November 1993..
 DV1325
 DV1325.The geoid height was determined by GEOID03.
 DV1325
 DV1325.The dynamic height is computed by dividing the NAVD 88
 DV1325.geopotential number by the normal gravity value computed on the
 DV1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1325.degrees latitude (g = 980.6199 gals.).
 DV1325
 DV1325.The modeled gravity was interpolated from observed gravity values.
 DV1325
 DV1325;                    North         East    Units  Estimated Accuracy
 DV1325;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1325
 DV1325                          SUPERSEDED SURVEY CONTROL
 DV1325
 DV1325.No superseded survey control is available for this station.
 DV1325
 DV1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1325_MARKER: DB = BENCH MARK DISK
 DV1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1325_SP_SET: CONCRETE BRIDGE
 DV1325_STAMPING: 1017.78
 DV1325_MARK LOGO: AZDT  
 DV1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1325
 DV1325  HISTORY     - Date     Condition        Report By
 DV1325  HISTORY     - UNK      MONUMENTED       AZDT
 DV1325  HISTORY     - 1981     GOOD             AZDT
 DV1325
 DV1325                          STATION DESCRIPTION
 DV1325
 DV1325'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1325'1.7 MI NW FROM GOODYEAR.
 DV1325'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1325'INTERSECTION OF DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK IN THE
 DV1325'TOP OF THE SOUTHWEST DADO OF THE EASTBOUND OVERPASS.  A STANDARD AZDT
 DV1325'ALUMINUM CAP IN TOP OF DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF
 DV1325'DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1323 ***********************************************************************
 DV1323  DESIGNATION -  1018.23
 DV1323  PID         -  DV1323
 DV1323  STATE/COUNTY-  AZ/MARICOPA
 DV1323  USGS QUAD   -  TOLLESON (1982)
 DV1323
 DV1323                         *CURRENT SURVEY CONTROL
 DV1323  ___________________________________________________________________
 DV1323* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1323* NAVD 88     -       310.953  (meters)    1020.18   (feet)  ADJUSTED  
 DV1323  ___________________________________________________________________
 DV1323  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1323  DYNAMIC HT  -         310.592 (meters)    1019.00  (feet)  COMP
 DV1323  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1323
 DV1323  VERT ORDER  -  FIRST     CLASS II
 DV1323
 DV1323.The horizontal coordinates were scaled from a topographic map and have
 DV1323.an estimated accuracy of +/- 6 seconds.
 DV1323
 DV1323.The orthometric height was determined by differential leveling
 DV1323.and adjusted by the National Geodetic Survey in November 1993..
 DV1323
 DV1323.The geoid height was determined by GEOID03.
 DV1323
 DV1323.The dynamic height is computed by dividing the NAVD 88
 DV1323.geopotential number by the normal gravity value computed on the
 DV1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1323.degrees latitude (g = 980.6199 gals.).
 DV1323
 DV1323.The modeled gravity was interpolated from observed gravity values.
 DV1323
 DV1323;                    North         East    Units  Estimated Accuracy
 DV1323;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1323
 DV1323                          SUPERSEDED SURVEY CONTROL
 DV1323
 DV1323.No superseded survey control is available for this station.
 DV1323
 DV1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1323_MARKER: DB = BENCH MARK DISK
 DV1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1323_SP_SET: CONCRETE BRIDGE
 DV1323_STAMPING: 1018.23
 DV1323_MARK LOGO: AZDT  
 DV1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1323+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1323
 DV1323  HISTORY     - Date     Condition        Report By
 DV1323  HISTORY     - UNK      MONUMENTED       AZDT
 DV1323  HISTORY     - 1981     GOOD             AZDT
 DV1323  HISTORY     - 20060810 GOOD             GEOCAC
 DV1323
 DV1323                          STATION DESCRIPTION
 DV1323
 DV1323'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1323'1.7 MI NW FROM GOODYEAR.
 DV1323'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1323'DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK ON THE RIGHT.  A
 DV1323'STANDARD AZDOT ALUMINUM CAP IN THE TOP OF THE NORTWEST DADO OF THE
 DV1323'WESTBOUND.
 DV1323
 DV1323                          STATION RECOVERY (2006)
 DV1323
 DV1323'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0030 ***********************************************************************
 CZ0030  DESIGNATION -  1019
 CZ0030  PID         -  CZ0030
 CZ0030  STATE/COUNTY-  AZ/COCHISE
 CZ0030  USGS QUAD   -  DRAGOON (1995)
 CZ0030
 CZ0030                         *CURRENT SURVEY CONTROL
 CZ0030  ___________________________________________________________________
 CZ0030* NAD 83(1986)-  32 06 28.     (N)    110 01 31.     (W)     SCALED    
 CZ0030* NAVD 88     -      1415.135  (meters)    4642.82   (feet)  ADJUSTED  
 CZ0030  ___________________________________________________________________
 CZ0030  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CZ0030  DYNAMIC HT  -        1412.976 (meters)    4635.74  (feet)  COMP
 CZ0030  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 CZ0030  OBS GRAVITY -     979,067.8   (mgal)                       GRAV_OBS
 CZ0030
 CZ0030  VERT ORDER  -  FIRST     CLASS II
 CZ0030
 CZ0030.The horizontal coordinates were scaled from a topographic map and have
 CZ0030.an estimated accuracy of +/- 6 seconds.
 CZ0030
 CZ0030.The orthometric height was determined by differential leveling
 CZ0030.and adjusted by the National Geodetic Survey in June 1991..
 CZ0030
 CZ0030.The geoid height was determined by GEOID03.
 CZ0030
 CZ0030.The dynamic height is computed by dividing the NAVD 88
 CZ0030.geopotential number by the normal gravity value computed on the
 CZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0030.degrees latitude (g = 980.6199 gals.).
 CZ0030
 CZ0030.The modeled gravity was interpolated from observed gravity values.
 CZ0030.The observed gravity was obtained from relative gravimeter ties
 CZ0030.to the IGSN71 gravity network.
 CZ0030
 CZ0030;                    North         East    Units  Estimated Accuracy
 CZ0030;SPC AZ E     -   122,830.      226,700.      MT  (+/- 180 meters Scaled)
 CZ0030
 CZ0030                          SUPERSEDED SURVEY CONTROL
 CZ0030
 CZ0030  NGVD 29 (??/??/92) 1414.266  (m)         4639.97   (f) ADJ UNCH    1 2
 CZ0030
 CZ0030.Superseded values are not recommended for survey control.
 CZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0030.See file dsdata.txt to determine how the superseded data were derived.
 CZ0030
 CZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA919527(NAD 83)
 CZ0030_MARKER: DD = SURVEY DISK
 CZ0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0030_SP_SET: BRIDGE
 CZ0030_STAMPING: 1019 4640.78 1958
 CZ0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0030
 CZ0030  HISTORY     - Date     Condition        Report By
 CZ0030  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0030  HISTORY     - 1960     GOOD             NGS
 CZ0030  HISTORY     - 1979     GOOD             NGS
 CZ0030
 CZ0030                          STATION DESCRIPTION
 CZ0030
 CZ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0030'20.4 MI E FROM BENSON.
 CZ0030'20.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0030'HIGHWAY 86, 0.35 MILES WEST OF MILEPOST 313, 32 FEET SOUTHEAST OF THE
 CZ0030'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN
 CZ0030'THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE BRIDGE THAT IS A
 CZ0030'STOCK UNDERPASS, ABOUT LEVEL WITH THE HIGHWAY.
 CZ0030
 CZ0030                          STATION RECOVERY (1979)
 CZ0030
 CZ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0030'33.2 KILOMETERS (20.6 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0030'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0030'OF THE SOUTHEAST HEADWALL FOR A DOUBLE BOX CULVERT, 0.1 KILOMETER
 CZ0030'(0.05 MILE) NORTHEAST OF THE CROSSING OF A TWO POLE STRUCTURE POWER
 CZ0030'LINE, 0.1 KILOMETER (0.05 MILE) SOUTHWEST OF MILE POST 325 AND 9.3
 CZ0030'METERS (30.6 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0030'TRAFFIC LANES.
 CZ0030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1324 ***********************************************************************
 DV1324  DESIGNATION -  1019.50
 DV1324  PID         -  DV1324
 DV1324  STATE/COUNTY-  AZ/MARICOPA
 DV1324  USGS QUAD   -  TOLLESON (1982)
 DV1324
 DV1324                         *CURRENT SURVEY CONTROL
 DV1324  ___________________________________________________________________
 DV1324* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1324* NAVD 88     -       311.339  (meters)    1021.45   (feet)  ADJUSTED  
 DV1324  ___________________________________________________________________
 DV1324  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1324  DYNAMIC HT  -         310.977 (meters)    1020.26  (feet)  COMP
 DV1324  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1324
 DV1324  VERT ORDER  -  FIRST     CLASS II
 DV1324
 DV1324.The horizontal coordinates were scaled from a topographic map and have
 DV1324.an estimated accuracy of +/- 6 seconds.
 DV1324
 DV1324.The orthometric height was determined by differential leveling
 DV1324.and adjusted by the National Geodetic Survey in November 1993..
 DV1324
 DV1324.The geoid height was determined by GEOID03.
 DV1324
 DV1324.The dynamic height is computed by dividing the NAVD 88
 DV1324.geopotential number by the normal gravity value computed on the
 DV1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1324.degrees latitude (g = 980.6199 gals.).
 DV1324
 DV1324.The modeled gravity was interpolated from observed gravity values.
 DV1324
 DV1324;                    North         East    Units  Estimated Accuracy
 DV1324;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1324
 DV1324                          SUPERSEDED SURVEY CONTROL
 DV1324
 DV1324.No superseded survey control is available for this station.
 DV1324
 DV1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1324_MARKER: DB = BENCH MARK DISK
 DV1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1324_SP_SET: CONCRETE BRIDGE
 DV1324_STAMPING: 1019.50
 DV1324_MARK LOGO: AZDT  
 DV1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1324
 DV1324  HISTORY     - Date     Condition        Report By
 DV1324  HISTORY     - UNK      MONUMENTED       AZDT
 DV1324  HISTORY     - 1981     GOOD             AZDT
 DV1324
 DV1324                          STATION DESCRIPTION
 DV1324
 DV1324'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1324'1.7 MI NW FROM GOODYEAR.
 DV1324'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1324'INTERSECTION OF DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK IN THE
 DV1324'TOP OF THE SOUTHWEST DADO OF THE WESTBOUND OVERPASS.  A STANDARD AZDT
 DV1324'ALUMINUM CAP IN TOP OF DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF
 DV1324'DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1418 ***********************************************************************
 DU1418  DESIGNATION -  102 4 A
 DU1418  PID         -  DU1418
 DU1418  STATE/COUNTY-  AZ/MARICOPA
 DU1418  USGS QUAD   -  BUCKHORN (1982)
 DU1418
 DU1418                         *CURRENT SURVEY CONTROL
 DU1418  ___________________________________________________________________
 DU1418* NAD 83(1986)-  33 23 12.     (N)    111 38 02.     (W)     SCALED    
 DU1418* NAVD 88     -       447.597  (meters)    1468.49   (feet)  ADJUSTED  
 DU1418  ___________________________________________________________________
 DU1418  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1418  DYNAMIC HT  -         447.060 (meters)    1466.73  (feet)  COMP
 DU1418  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 DU1418
 DU1418  VERT ORDER  -  FIRST     CLASS I
 DU1418
 DU1418.The horizontal coordinates were scaled from a topographic map and have
 DU1418.an estimated accuracy of +/- 6 seconds.
 DU1418
 DU1418.The orthometric height was determined by differential leveling
 DU1418.and adjusted by the National Geodetic Survey in November 1993..
 DU1418
 DU1418.The geoid height was determined by GEOID03.
 DU1418
 DU1418.The dynamic height is computed by dividing the NAVD 88
 DU1418.geopotential number by the normal gravity value computed on the
 DU1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1418.degrees latitude (g = 980.6199 gals.).
 DU1418
 DU1418.The modeled gravity was interpolated from observed gravity values.
 DU1418
 DU1418;                    North         East    Units  Estimated Accuracy
 DU1418;SPC AZ C     -   264,670.      239,670.      MT  (+/- 180 meters Scaled)
 DU1418
 DU1418                          SUPERSEDED SURVEY CONTROL
 DU1418
 DU1418  NGVD 29 (??/??/92)  447.408  (m)         1467.87   (f) ADJ UNCH    1 1
 DU1418
 DU1418.Superseded values are not recommended for survey control.
 DU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1418.See file dsdata.txt to determine how the superseded data were derived.
 DU1418
 DU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410943(NAD 83)
 DU1418_MARKER: DD = SURVEY DISK
 DU1418_SETTING: 0 = UNSPECIFIED SETTING
 DU1418_SP_SET: UNSPECIFIED SHALLOW
 DU1418_STAMPING: 102-4-A
 DU1418_MARK LOGO: AZ-013
 DU1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1418
 DU1418  HISTORY     - Date     Condition        Report By
 DU1418  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1418  HISTORY     - 1975     GOOD             AZDT
 DU1418  HISTORY     - 1984     GOOD             AZDT
 DU1418
 DU1418                          STATION DESCRIPTION
 DU1418
 DU1418'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1418'6.2 MI SE FROM BUCKHORN.
 DU1418'FROM THE INTERSECTION OF ELLSWORTH ROAD AND U.S. 60, 70 AND 80. SOUTH
 DU1418'ON ELLSWORTH FOR 2 MILES AND THE STATION.  IN THE CENTERLINE OF
 DU1418'ELLSWORTH ROAD.  T1N.  R7E.  W 34.  25 FT. NORTH OF A LARGE EAST-WEST
 DU1418'DRAINAGE DITCH.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1418'JUNCTION.  A MARICOPA CO. BRASS CAP, SET IN A SURVEY WELL, DOWN 0.4
 DU1418
 DU1418                          STATION RECOVERY (1984)
 DU1418
 DU1418'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1418'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1418'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1418'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 1.61 KM.  (1.00 MI.)
 DU1418'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0594 ***********************************************************************
 ER0594  DESIGNATION -  102 BKC
 ER0594  PID         -  ER0594
 ER0594  STATE/COUNTY-  AZ/APACHE
 ER0594  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0594
 ER0594                         *CURRENT SURVEY CONTROL
 ER0594  ___________________________________________________________________
 ER0594* NAD 83(1986)-  34 28 43.     (N)    109 19 11.     (W)     SCALED    
 ER0594* NAVD 88     -      1794.635  (meters)    5887.90   (feet)  ADJUSTED  
 ER0594  ___________________________________________________________________
 ER0594  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 ER0594  DYNAMIC HT  -        1792.043 (meters)    5879.39  (feet)  COMP
 ER0594  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 ER0594
 ER0594  VERT ORDER  -  SECOND    CLASS 0
 ER0594
 ER0594.The horizontal coordinates were scaled from a topographic map and have
 ER0594.an estimated accuracy of +/- 6 seconds.
 ER0594
 ER0594.The orthometric height was determined by differential leveling
 ER0594.and adjusted by the National Geodetic Survey in June 1991..
 ER0594
 ER0594.The geoid height was determined by GEOID03.
 ER0594
 ER0594.The dynamic height is computed by dividing the NAVD 88
 ER0594.geopotential number by the normal gravity value computed on the
 ER0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0594.degrees latitude (g = 980.6199 gals.).
 ER0594
 ER0594.The modeled gravity was interpolated from observed gravity values.
 ER0594
 ER0594;                    North         East    Units  Estimated Accuracy
 ER0594;SPC AZ E     -   386,070.      291,160.      MT  (+/- 180 meters Scaled)
 ER0594
 ER0594                          SUPERSEDED SURVEY CONTROL
 ER0594
 ER0594  NGVD 29 (??/??/92) 1793.78   (m)         5885.1    (f) COMPUTED    2 0
 ER0594
 ER0594.Superseded values are not recommended for survey control.
 ER0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0594.See file dsdata.txt to determine how the superseded data were derived.
 ER0594
 ER0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD543165(NAD 83)
 ER0594_MARKER: DB = BENCH MARK DISK
 ER0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0594_SP_SET: COPPER-CLAD STEEL ROD
 ER0594_STAMPING: 102 BKC 1968 5885
 ER0594_MARK LOGO: USGS  
 ER0594_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0594+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0594
 ER0594  HISTORY     - Date     Condition        Report By
 ER0594  HISTORY     - 1968     MONUMENTED       USGS
 ER0594
 ER0594                          STATION DESCRIPTION
 ER0594
 ER0594'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0594'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0594'ALONG U S HIGHWAY 666, THENCE 2.8 MILES EAST ALONG A GRAVEL ROAD, TO
 ER0594'THE ENTRANCE OF THE CITY DUMP, 70 FEET SOUTH OF THE ROAD, 5 FEET
 ER0594'NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED
 ER0594'IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0565 ***********************************************************************
 ER0565  DESIGNATION -  102 DOR
 ER0565  PID         -  ER0565
 ER0565  STATE/COUNTY-  AZ/APACHE
 ER0565  USGS QUAD   -  LONG H RANCH (1984)
 ER0565
 ER0565                         *CURRENT SURVEY CONTROL
 ER0565  ___________________________________________________________________
 ER0565* NAD 83(1986)-  34 49 17.     (N)    109 28 41.     (W)     SCALED    
 ER0565* NAVD 88     -      1873.941  (meters)    6148.09   (feet)  ADJUSTED  
 ER0565  ___________________________________________________________________
 ER0565  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0565  DYNAMIC HT  -        1871.259 (meters)    6139.29  (feet)  COMP
 ER0565  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 ER0565
 ER0565  VERT ORDER  -  SECOND    CLASS II
 ER0565
 ER0565.The horizontal coordinates were scaled from a topographic map and have
 ER0565.an estimated accuracy of +/- 6 seconds.
 ER0565
 ER0565.The orthometric height was determined by differential leveling
 ER0565.and adjusted by the National Geodetic Survey in June 1991..
 ER0565
 ER0565.The geoid height was determined by GEOID03.
 ER0565
 ER0565.The dynamic height is computed by dividing the NAVD 88
 ER0565.geopotential number by the normal gravity value computed on the
 ER0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0565.degrees latitude (g = 980.6199 gals.).
 ER0565
 ER0565.The modeled gravity was interpolated from observed gravity values.
 ER0565
 ER0565;                    North         East    Units  Estimated Accuracy
 ER0565;SPC AZ E     -   423,980.      276,350.      MT  (+/- 180 meters Scaled)
 ER0565
 ER0565                          SUPERSEDED SURVEY CONTROL
 ER0565
 ER0565.No superseded survey control is available for this station.
 ER0565
 ER0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD391542(NAD 83)
 ER0565_MARKER: DB = BENCH MARK DISK
 ER0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0565_SP_SET: CONCRETE POST
 ER0565_STAMPING: 102 DOR 1972 6145
 ER0565_MARK LOGO: USGS  
 ER0565_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0565+STABILITY: SURFACE MOTION
 ER0565
 ER0565  HISTORY     - Date     Condition        Report By
 ER0565  HISTORY     - 1972     MONUMENTED       USGS
 ER0565
 ER0565                          STATION DESCRIPTION
 ER0565
 ER0565'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0565'34.9 KM (21.70 MI) SSE FROM NAVAJO.
 ER0565'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0565'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0565'THENCE 8.8 MILES SOUTHEAST ALONG A TRACK ROAD TO A FENCE CORNER, 45
 ER0565'FEET SOUTHWEST OF A JUNIPER TREE, 39 FEET SOUTH OF A FENCE CORNER,
 ER0565'AND 18 FEET EAST OF THE ROAD.
 ER0565'THE MARK IS 1.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0449 ***********************************************************************
 GQ0449  DESIGNATION -  102 DOR
 GQ0449  PID         -  GQ0449
 GQ0449  STATE/COUNTY-  AZ/MOHAVE
 GQ0449  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0449
 GQ0449                         *CURRENT SURVEY CONTROL
 GQ0449  ___________________________________________________________________
 GQ0449* NAD 83(1986)-  36 46 23.     (N)    113 33 15.     (W)     SCALED    
 GQ0449* NAVD 88     -      1557.648  (meters)    5110.38   (feet)  POSTED    
 GQ0449  ___________________________________________________________________
 GQ0449  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 GQ0449  DYNAMIC HT  -        1555.860 (meters)    5104.52  (feet)  COMP
 GQ0449  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 GQ0449
 GQ0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0449
 GQ0449.The horizontal coordinates were scaled from a topographic map and have
 GQ0449.an estimated accuracy of +/- 6 seconds.
 GQ0449
 GQ0449.The orthometric height was determined by differential leveling
 GQ0449.and adjusted by the National Geodetic Survey in 1992..
 GQ0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0449.rate of 0.0 thru 1.0 mm/km.
 GQ0449
 GQ0449.The geoid height was determined by GEOID03.
 GQ0449
 GQ0449.The dynamic height is computed by dividing the NAVD 88
 GQ0449.geopotential number by the normal gravity value computed on the
 GQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0449.degrees latitude (g = 980.6199 gals.).
 GQ0449
 GQ0449.The modeled gravity was interpolated from observed gravity values.
 GQ0449
 GQ0449;                    North         East    Units  Estimated Accuracy
 GQ0449;SPC AZ W     -   640,330.      230,840.      MT  (+/- 180 meters Scaled)
 GQ0449
 GQ0449                          SUPERSEDED SURVEY CONTROL
 GQ0449
 GQ0449.No superseded survey control is available for this station.
 GQ0449
 GQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF720727(NAD 83)
 GQ0449_MARKER: DB = BENCH MARK DISK
 GQ0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0449_SP_SET: COPPER-CLAD STEEL ROD
 GQ0449_STAMPING: 102 DOR 1970 5107
 GQ0449_MARK LOGO: USGS  
 GQ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0449
 GQ0449  HISTORY     - Date     Condition        Report By
 GQ0449  HISTORY     - 1970     MONUMENTED       USGS
 GQ0449
 GQ0449                          STATION DESCRIPTION
 GQ0449
 GQ0449'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0449'41.0 KM (25.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0449'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0449'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0449'ROAD TO THE ARIZONA STATE LINE, CONTINUE 18.8 MILES SOUTH ALONG MT.
 GQ0449'TRUMBULL ROAD TO THE TOP OF A SLIGHT RISE, 0.1 MILE SOUTH OF A BLM
 GQ0449'TABLET STAMPED BLM PROJ NO STUDY PLOT 3 WOLF HOLE NW NE SEC 23 T39N
 GQ0449'R12W 1964, 94 FEET WEST OF AN UNSTAMPED BLM ALUMINUM TABLET (NOT A
 GQ0449'SURVEY CORNER), 24 FEET EAST OF THE ROAD, 1 FOOT WEST OF A FENCE.
 GQ0449'ROD DEPTH UNKNOWN.
 GQ0449'THE MARK IS 3 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0670 ***********************************************************************
 GP0670  DESIGNATION -  102 DOR
 GP0670  PID         -  GP0670
 GP0670  STATE/COUNTY-  AZ/COCONINO
 GP0670  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0670
 GP0670                         *CURRENT SURVEY CONTROL
 GP0670  ___________________________________________________________________
 GP0670* NAD 83(1986)-  36 30 26.     (N)    110 51 04.     (W)     SCALED    
 GP0670* NAVD 88     -      1839.609  (meters)    6035.45   (feet)  ADJUSTED  
 GP0670  ___________________________________________________________________
 GP0670  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 GP0670  DYNAMIC HT  -        1837.322 (meters)    6027.95  (feet)  COMP
 GP0670  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 GP0670
 GP0670  VERT ORDER  -  SECOND    CLASS 0
 GP0670
 GP0670.The horizontal coordinates were scaled from a topographic map and have
 GP0670.an estimated accuracy of +/- 6 seconds.
 GP0670
 GP0670.The orthometric height was determined by differential leveling
 GP0670.and adjusted by the National Geodetic Survey in June 1991..
 GP0670
 GP0670.The geoid height was determined by GEOID03.
 GP0670
 GP0670.The dynamic height is computed by dividing the NAVD 88
 GP0670.geopotential number by the normal gravity value computed on the
 GP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0670.degrees latitude (g = 980.6199 gals.).
 GP0670
 GP0670.The modeled gravity was interpolated from observed gravity values.
 GP0670
 GP0670;                    North         East    Units  Estimated Accuracy
 GP0670;SPC AZ C     -   611,320.      308,810.      MT  (+/- 180 meters Scaled)
 GP0670
 GP0670                          SUPERSEDED SURVEY CONTROL
 GP0670
 GP0670  NGVD 29 (??/??/92) 1838.67   (m)         6032.4    (f) COMPUTED    2 0
 GP0670
 GP0670.Superseded values are not recommended for survey control.
 GP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0670.See file dsdata.txt to determine how the superseded data were derived.
 GP0670
 GP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF133402(NAD 83)
 GP0670_MARKER: DB = BENCH MARK DISK
 GP0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0670_SP_SET: COPPER-CLAD STEEL ROD
 GP0670_STAMPING: 102 DOR 1969 6032
 GP0670_MARK LOGO: USGS  
 GP0670_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0670+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0670
 GP0670  HISTORY     - Date     Condition        Report By
 GP0670  HISTORY     - 1969     MONUMENTED       USGS
 GP0670
 GP0670                          STATION DESCRIPTION
 GP0670
 GP0670'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0670'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0670'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0670'NORTH, THENCE 9.2 MILES NORTH, 0.2 MILES SOUTH OF A Y-ROAD NORTHWEST,
 GP0670'200 FEET EAST OF THE NORTHEAST CORNER OF A FENCE, 130 FEET WEST OF
 GP0670'THE ROAD, 32 FEET SOUTH OF A TELEPHONE POLE AND UNDER THE WIRE, 2
 GP0670'FEET NORTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY
 GP0670'A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0451 ***********************************************************************
 DV0451  DESIGNATION -  102 Z
 DV0451  PID         -  DV0451
 DV0451  STATE/COUNTY-  AZ/MARICOPA
 DV0451  USGS QUAD   -  TOLLESON (1982)
 DV0451
 DV0451                         *CURRENT SURVEY CONTROL
 DV0451  ___________________________________________________________________
 DV0451* NAD 83(1986)-  33 24 23.     (N)    112 16 20.     (W)     SCALED    
 DV0451* NAVD 88     -       301.56   (+/-2cm)     989.4    (feet)  VERTCON   
 DV0451  ___________________________________________________________________
 DV0451  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0451
 DV0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0451
 DV0451.The horizontal coordinates were scaled from a topographic map and have
 DV0451.an estimated accuracy of +/- 6 seconds.
 DV0451
 DV0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0451.The vertical order pertains to the NGVD 29 superseded value.
 DV0451
 DV0451.The geoid height was determined by GEOID03.
 DV0451
 DV0451;                    North         East    Units  Estimated Accuracy
 DV0451;SPC AZ C     -   266,880.      180,290.      MT  (+/- 180 meters Scaled)
 DV0451
 DV0451                          SUPERSEDED SURVEY CONTROL
 DV0451
 DV0451  NGVD 29 (??/??/92)  300.904  (m)          987.22   (f) ADJ UNCH    2 0
 DV0451
 DV0451.Superseded values are not recommended for survey control.
 DV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0451.See file dsdata.txt to determine how the superseded data were derived.
 DV0451
 DV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB816970(NAD 83)
 DV0451_MARKER: DD = SURVEY DISK
 DV0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0451_SP_SET: CONCRETE POST
 DV0451_STAMPING: 102 Z 1962
 DV0451_MARK LOGO: AZHD  
 DV0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0451+STABILITY: SURFACE MOTION
 DV0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0451+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1992
 DV0451
 DV0451  HISTORY     - Date     Condition        Report By
 DV0451  HISTORY     - 1962     MONUMENTED       AZHD
 DV0451  HISTORY     - 1962     GOOD             NGS
 DV0451  HISTORY     - 19920315 POOR             NGS
 DV0451  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0451
 DV0451                          STATION DESCRIPTION
 DV0451
 DV0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0451'11.1 MI SW FROM PHOENIX.
 DV0451'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0451'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0451'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0451'AVENUE, THENCE WEST 5 MILES ON BROADWAY AND THE MARK SET FLUSH WITH
 DV0451'THE ELEVATION OF THE GROUND, A STANDARD DISK SET IN A CONCRETE POST BY
 DV0451'THE ARIZONA HY. DPT.  THE MARK IS LOCATED 30 FT. NORTH OF THE CENTER
 DV0451'OF BROADWAY, 33 FT. EAST OF THE CENTER OF 99TH AVENUE, 575 FT. EAST OF
 DV0451'POWER LINE POLE NO. 2E-N, 2 FT. WEST OF A WITNESS POST. NOTE-- THE
 DV0451'MARK MAY BE REACHED FROM POST OFFICE IN CASHION, 1.6 MILES EAST ALONG
 DV0451'U.S. HY. 80, 2 MILES SOUTH ALONG 99TH AVENUE.
 DV0451
 DV0451                          STATION RECOVERY (1992)
 DV0451
 DV0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0451'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0451'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV0451'91ST AVENUE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG WEST BROADWAY
 DV0451'ROAD, 12.6 M (41.3 FT) NORTH OF THE ROAD CENTER, 10.0 M (32.8 FT)
 DV0451'SOUTHWEST OF UTILITY POLE NUMBER 46 AND BENCH MARK V 519, 9.1 M (29.9
 DV0451'FT) EAST OF THE CENTERLINE OF 99TH AVENUE, 0.3 M (1.0 FT) ABOVE THE
 DV0451'LEVEL OF THE AVENUE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 DV0451'THE GROUND SURFACE.  NOTE--THE MONUMENT IS VERY LOOSE.
 DV0451
 DV0451                          STATION RECOVERY (2006)
 DV0451
 DV0451'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1328 ***********************************************************************
 DV1328  DESIGNATION -  1021.84
 DV1328  PID         -  DV1328
 DV1328  STATE/COUNTY-  AZ/MARICOPA
 DV1328  USGS QUAD   -  PERRYVILLE (1982)
 DV1328
 DV1328                         *CURRENT SURVEY CONTROL
 DV1328  ___________________________________________________________________
 DV1328* NAD 83(1986)-  33 27 42.     (N)    112 22 33.     (W)     SCALED    
 DV1328* NAVD 88     -       312.056  (meters)    1023.80   (feet)  ADJUSTED  
 DV1328  ___________________________________________________________________
 DV1328  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1328  DYNAMIC HT  -         311.693 (meters)    1022.61  (feet)  COMP
 DV1328  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1328
 DV1328  VERT ORDER  -  FIRST     CLASS II
 DV1328
 DV1328.The horizontal coordinates were scaled from a topographic map and have
 DV1328.an estimated accuracy of +/- 6 seconds.
 DV1328
 DV1328.The orthometric height was determined by differential leveling
 DV1328.and adjusted by the National Geodetic Survey in November 1993..
 DV1328
 DV1328.The geoid height was determined by GEOID03.
 DV1328
 DV1328.The dynamic height is computed by dividing the NAVD 88
 DV1328.geopotential number by the normal gravity value computed on the
 DV1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1328.degrees latitude (g = 980.6199 gals.).
 DV1328
 DV1328.The modeled gravity was interpolated from observed gravity values.
 DV1328
 DV1328;                    North         East    Units  Estimated Accuracy
 DV1328;SPC AZ C     -   273,040.      170,680.      MT  (+/- 180 meters Scaled)
 DV1328
 DV1328                          SUPERSEDED SURVEY CONTROL
 DV1328
 DV1328.No superseded survey control is available for this station.
 DV1328
 DV1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC721033(NAD 83)
 DV1328_MARKER: DB = BENCH MARK DISK
 DV1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1328_SP_SET: CONCRETE BRIDGE
 DV1328_STAMPING: 1021.84
 DV1328_MARK LOGO: AZDT  
 DV1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1328
 DV1328  HISTORY     - Date     Condition        Report By
 DV1328  HISTORY     - UNK      MONUMENTED       AZDT
 DV1328  HISTORY     - 1981     GOOD             AZDT
 DV1328
 DV1328                          STATION DESCRIPTION
 DV1328
 DV1328'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1328'1.7 MI NW FROM GOODYEAR.
 DV1328'2.0 MI (3.2 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1328'INTERSECTION OF DYSART ROAD TO THE BULLARD ROAD OVERPASS AND THE MARK
 DV1328'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1328'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0341 ***********************************************************************
 DV0341  DESIGNATION -  1021+8900
 DV0341  PID         -  DV0341
 DV0341  STATE/COUNTY-  AZ/PINAL
 DV0341  USGS QUAD   -  MARICOPA (1978)
 DV0341
 DV0341                         *CURRENT SURVEY CONTROL
 DV0341  ___________________________________________________________________
 DV0341* NAD 83(1986)-  33 02 46.     (N)    112 01 54.     (W)     SCALED    
 DV0341* NAVD 88     -       361.493  (meters)    1186.00   (feet)  ADJUSTED  
 DV0341  ___________________________________________________________________
 DV0341  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0341  DYNAMIC HT  -         361.055 (meters)    1184.56  (feet)  COMP
 DV0341  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 DV0341  OBS GRAVITY -     979,415.3   (mgal)                       GRAV_OBS
 DV0341
 DV0341  VERT ORDER  -  FIRST     CLASS II
 DV0341
 DV0341.The horizontal coordinates were scaled from a topographic map and have
 DV0341.an estimated accuracy of +/- 6 seconds.
 DV0341
 DV0341.The orthometric height was determined by differential leveling
 DV0341.and adjusted by the National Geodetic Survey in June 1991..
 DV0341
 DV0341.The geoid height was determined by GEOID03.
 DV0341
 DV0341.The dynamic height is computed by dividing the NAVD 88
 DV0341.geopotential number by the normal gravity value computed on the
 DV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0341.degrees latitude (g = 980.6199 gals.).
 DV0341
 DV0341.The modeled gravity was interpolated from observed gravity values.
 DV0341.The observed gravity was obtained from relative gravimeter ties
 DV0341.to the IGSN71 gravity network.
 DV0341
 DV0341;                    North         East    Units  Estimated Accuracy
 DV0341;SPC AZ C     -   226,870.      202,620.      MT  (+/- 180 meters Scaled)
 DV0341
 DV0341                          SUPERSEDED SURVEY CONTROL
 DV0341
 DV0341  NGVD 29 (??/??/92)  361.321  (m)         1185.43   (f) ADJ UNCH    1 2
 DV0341
 DV0341.Superseded values are not recommended for survey control.
 DV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0341.See file dsdata.txt to determine how the superseded data were derived.
 DV0341
 DV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB036568(NAD 83)
 DV0341_MARKER: DZ = AZIMUTH MARK DISK
 DV0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0341_SP_SET: BRIDGE
 DV0341_STAMPING: 1186.62 1021+8900 57
 DV0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0341
 DV0341  HISTORY     - Date     Condition        Report By
 DV0341  HISTORY     - UNK      MONUMENTED       AZHD
 DV0341  HISTORY     - 1967     GOOD             NGS
 DV0341  HISTORY     - 1980     GOOD             NGS
 DV0341  HISTORY     - 1980     GOOD             NGS
 DV0341  HISTORY     - 20050329 MARK NOT FOUND   EVANS
 DV0341
 DV0341                          STATION DESCRIPTION
 DV0341
 DV0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0341'1.3 MI SE FROM MARICOPA.
 DV0341'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0341'MARICOPA, THENCE 1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV0341'RAILROAD, IN S 27, T 4 S, R 3 E, 1 TELEPHONE POLE WEST OF MILEPOST
 DV0341'899, 116 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 15 FEET SOUTH
 DV0341'OF THE CENTER LINE OF A PAVED ROAD WHICH IS MARICOPA ROAD, SET IN THE
 DV0341'TOP OF THE WEST END OF THE SOUTH CONCRETE PARAPET OF A HIGHWAY BRIDGE,
 DV0341'3 1/2 FEET EAST OF THE WEST END OF THE PARAPET, ABOUT 1 FOOT ABOVE THE
 DV0341'LEVEL OF THE ROAD, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0341
 DV0341                          STATION RECOVERY (1980)
 DV0341
 DV0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0341'RECOVERED IN GOOD CONDITION.
 DV0341
 DV0341                          STATION RECOVERY (1980)
 DV0341
 DV0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0341'RECOVERED IN GOOD CONDITION.
 DV0341
 DV0341                          STATION RECOVERY (2005)
 DV0341
 DV0341'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0341'MARK NOT FOUND, NEW BRDIGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1327 ***********************************************************************
 DV1327  DESIGNATION -  1022.40
 DV1327  PID         -  DV1327
 DV1327  STATE/COUNTY-  AZ/MARICOPA
 DV1327  USGS QUAD   -  PERRYVILLE (1982)
 DV1327
 DV1327                         *CURRENT SURVEY CONTROL
 DV1327  ___________________________________________________________________
 DV1327* NAD 83(1986)-  33 27 42.     (N)    112 22 33.     (W)     SCALED    
 DV1327* NAVD 88     -       312.228  (meters)    1024.37   (feet)  ADJUSTED  
 DV1327  ___________________________________________________________________
 DV1327  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1327  DYNAMIC HT  -         311.866 (meters)    1023.18  (feet)  COMP
 DV1327  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1327
 DV1327  VERT ORDER  -  FIRST     CLASS II
 DV1327
 DV1327.The horizontal coordinates were scaled from a topographic map and have
 DV1327.an estimated accuracy of +/- 6 seconds.
 DV1327
 DV1327.The orthometric height was determined by differential leveling
 DV1327.and adjusted by the National Geodetic Survey in November 1993..
 DV1327
 DV1327.The geoid height was determined by GEOID03.
 DV1327
 DV1327.The dynamic height is computed by dividing the NAVD 88
 DV1327.geopotential number by the normal gravity value computed on the
 DV1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1327.degrees latitude (g = 980.6199 gals.).
 DV1327
 DV1327.The modeled gravity was interpolated from observed gravity values.
 DV1327
 DV1327;                    North         East    Units  Estimated Accuracy
 DV1327;SPC AZ C     -   273,040.      170,680.      MT  (+/- 180 meters Scaled)
 DV1327
 DV1327                          SUPERSEDED SURVEY CONTROL
 DV1327
 DV1327.No superseded survey control is available for this station.
 DV1327
 DV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC721033(NAD 83)
 DV1327_MARKER: DB = BENCH MARK DISK
 DV1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1327_SP_SET: CONCRETE BRIDGE
 DV1327_STAMPING: 1022.40
 DV1327_MARK LOGO: AZDT  
 DV1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1327
 DV1327  HISTORY     - Date     Condition        Report By
 DV1327  HISTORY     - UNK      MONUMENTED       AZDT
 DV1327  HISTORY     - 1981     GOOD             AZDT
 DV1327
 DV1327                          STATION DESCRIPTION
 DV1327
 DV1327'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1327'1.7 MI NW FROM GOODYEAR.
 DV1327'2.0 MI (3.2 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1327'INTERSECTION OF DYSART ROAD TO THE BULLARD ROAD OVERPASS AND THE MARK
 DV1327'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1327'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2333 ***********************************************************************
 DV2333  DESIGNATION -  1024.37
 DV2333  PID         -  DV2333
 DV2333  STATE/COUNTY-  AZ/MARICOPA
 DV2333  USGS QUAD   -  FOWLER (1982)
 DV2333
 DV2333                         *CURRENT SURVEY CONTROL
 DV2333  ___________________________________________________________________
 DV2333* NAD 83(1986)-  33 24 15.     (N)    112 10 08.     (W)     SCALED    
 DV2333* NAVD 88     -       312.780  (meters)    1026.18   (feet)  ADJUSTED  
 DV2333  ___________________________________________________________________
 DV2333  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV2333  DYNAMIC HT  -         312.421 (meters)    1025.00  (feet)  COMP
 DV2333  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DV2333
 DV2333  VERT ORDER  -  FIRST     CLASS II
 DV2333
 DV2333.The horizontal coordinates were scaled from a topographic map and have
 DV2333.an estimated accuracy of +/- 6 seconds.
 DV2333
 DV2333.The orthometric height was determined by differential leveling
 DV2333.and adjusted by the National Geodetic Survey in August 1994..
 DV2333
 DV2333.The geoid height was determined by GEOID03.
 DV2333
 DV2333.The dynamic height is computed by dividing the NAVD 88
 DV2333.geopotential number by the normal gravity value computed on the
 DV2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2333.degrees latitude (g = 980.6199 gals.).
 DV2333
 DV2333.The modeled gravity was interpolated from observed gravity values.
 DV2333
 DV2333;                    North         East    Units  Estimated Accuracy
 DV2333;SPC AZ C     -   266,600.      189,900.      MT  (+/- 180 meters Scaled)
 DV2333
 DV2333                          SUPERSEDED SURVEY CONTROL
 DV2333
 DV2333.No superseded survey control is available for this station.
 DV2333
 DV2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913967(NAD 83)
 DV2333_MARKER: DD = SURVEY DISK
 DV2333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2333_SP_SET: ABUTMENT
 DV2333_STAMPING: 1024.37
 DV2333_MARK LOGO: AZ-013
 DV2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2333+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DV2333
 DV2333  HISTORY     - Date     Condition        Report By
 DV2333  HISTORY     - UNK      MONUMENTED       AZ-013
 DV2333  HISTORY     - 19940425 GOOD             NGS
 DV2333  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV2333
 DV2333                          STATION DESCRIPTION
 DV2333
 DV2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2333'4.7 KM (2.90 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2333'LAVEEN, IN TOP OF AND 4.9 M (16.1 FT) NORTH OF THE SOUTH END OF THE
 DV2333'SOUTHEAST CONCRETE ABUTMENT GUARDRAIL OF THE AVENUE BRIDGE SPANNING
 DV2333'THE SALT RIVER, 7.5 M (24.6 FT) EAST OF THE AVENUE CENTERLINE, AND
 DV2333'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 DV2333
 DV2333                          STATION RECOVERY (2006)
 DV2333
 DV2333'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2333'A NEW BRIDGE WAS BUILT IN 2000. THE STATION WAS ON THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2332 ***********************************************************************
 DV2332  DESIGNATION -  1024.74
 DV2332  PID         -  DV2332
 DV2332  STATE/COUNTY-  AZ/MARICOPA
 DV2332  USGS QUAD   -  FOWLER (1982)
 DV2332
 DV2332                         *CURRENT SURVEY CONTROL
 DV2332  ___________________________________________________________________
 DV2332* NAD 83(1986)-  33 24 30.     (N)    112 10 10.     (W)     SCALED    
 DV2332* NAVD 88     -       312.874  (meters)    1026.49   (feet)  ADJUSTED  
 DV2332  ___________________________________________________________________
 DV2332  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2332  DYNAMIC HT  -         312.514 (meters)    1025.31  (feet)  COMP
 DV2332  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV2332
 DV2332  VERT ORDER  -  FIRST     CLASS II
 DV2332
 DV2332.The horizontal coordinates were scaled from a topographic map and have
 DV2332.an estimated accuracy of +/- 6 seconds.
 DV2332
 DV2332.The orthometric height was determined by differential leveling
 DV2332.and adjusted by the National Geodetic Survey in August 1994..
 DV2332
 DV2332.The geoid height was determined by GEOID03.
 DV2332
 DV2332.The dynamic height is computed by dividing the NAVD 88
 DV2332.geopotential number by the normal gravity value computed on the
 DV2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2332.degrees latitude (g = 980.6199 gals.).
 DV2332
 DV2332.The modeled gravity was interpolated from observed gravity values.
 DV2332
 DV2332;                    North         East    Units  Estimated Accuracy
 DV2332;SPC AZ C     -   267,060.      189,850.      MT  (+/- 180 meters Scaled)
 DV2332
 DV2332                          SUPERSEDED SURVEY CONTROL
 DV2332
 DV2332.No superseded survey control is available for this station.
 DV2332
 DV2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912971(NAD 83)
 DV2332_MARKER: DD = SURVEY DISK
 DV2332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2332_SP_SET: ABUTMENT
 DV2332_STAMPING: 1024.74
 DV2332_MARK LOGO: AZ-013
 DV2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2332+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DV2332
 DV2332  HISTORY     - Date     Condition        Report By
 DV2332  HISTORY     - UNK      MONUMENTED       AZ-013
 DV2332  HISTORY     - 19940425 GOOD             NGS
 DV2332  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV2332
 DV2332                          STATION DESCRIPTION
 DV2332
 DV2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2332'5.2 KM (3.25 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2332'LAVEEN, IN TOP OF AND 5.3 M (17.4 FT) SOUTH OF THE NORTH END OF THE
 DV2332'NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF THE AVENUE BRIDGE SPANNING
 DV2332'THE SALT RIVER, 7.8 M (25.6 FT) WEST OF THE AVENUE CENTERLINE, AND
 DV2332'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 DV2332
 DV2332                          STATION RECOVERY (2006)
 DV2332
 DV2332'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2332'A NEW BRIDGE WAS BUILT IN 2000. THE STATION WAS ON THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1337 ***********************************************************************
 DV1337  DESIGNATION -  1026.19
 DV1337  PID         -  DV1337
 DV1337  STATE/COUNTY-  AZ/MARICOPA
 DV1337  USGS QUAD   -  PERRYVILLE (1982)
 DV1337
 DV1337                         *CURRENT SURVEY CONTROL
 DV1337  ___________________________________________________________________
 DV1337* NAD 83(1986)-  33 27 40.     (N)    112 24 35.     (W)     SCALED    
 DV1337* NAVD 88     -       313.357  (meters)    1028.07   (feet)  ADJUSTED  
 DV1337  ___________________________________________________________________
 DV1337  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1337  DYNAMIC HT  -         312.995 (meters)    1026.88  (feet)  COMP
 DV1337  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1337
 DV1337  VERT ORDER  -  FIRST     CLASS II
 DV1337
 DV1337.The horizontal coordinates were scaled from a topographic map and have
 DV1337.an estimated accuracy of +/- 6 seconds.
 DV1337
 DV1337.The orthometric height was determined by differential leveling
 DV1337.and adjusted by the National Geodetic Survey in November 1993..
 DV1337
 DV1337.The geoid height was determined by GEOID03.
 DV1337
 DV1337.The dynamic height is computed by dividing the NAVD 88
 DV1337.geopotential number by the normal gravity value computed on the
 DV1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1337.degrees latitude (g = 980.6199 gals.).
 DV1337
 DV1337.The modeled gravity was interpolated from observed gravity values.
 DV1337
 DV1337;                    North         East    Units  Estimated Accuracy
 DV1337;SPC AZ C     -   273,000.      167,530.      MT  (+/- 180 meters Scaled)
 DV1337
 DV1337                          SUPERSEDED SURVEY CONTROL
 DV1337
 DV1337.No superseded survey control is available for this station.
 DV1337
 DV1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689032(NAD 83)
 DV1337_MARKER: DB = BENCH MARK DISK
 DV1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1337_SP_SET: CONCRETE BRIDGE
 DV1337_STAMPING: 1026.19
 DV1337_MARK LOGO: AZDT  
 DV1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1337
 DV1337  HISTORY     - Date     Condition        Report By
 DV1337  HISTORY     - UNK      MONUMENTED       AZDT
 DV1337  HISTORY     - 1981     GOOD             AZDT
 DV1337
 DV1337                          STATION DESCRIPTION
 DV1337
 DV1337'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1337'4.5 MI NW FROM GOODYEAR.
 DV1337'4.0 MI (6.4 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1337'INTERSECTION OF DYSART ROAD TO THE SARIVAL ROAD OVERPASS AND THE MARK.
 DV1337'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1337'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1695 ***********************************************************************
 DV1695  DESIGNATION -  1026.86
 DV1695  PID         -  DV1695
 DV1695  STATE/COUNTY-  AZ/MARICOPA
 DV1695  USGS QUAD   -  TOLLESON (1982)
 DV1695
 DV1695                         *CURRENT SURVEY CONTROL
 DV1695  ___________________________________________________________________
 DV1695* NAD 83(1986)-  33 28 18.     (N)    112 16 22.     (W)     SCALED    
 DV1695* NAVD 88     -       313.603  (meters)    1028.88   (feet)  ADJUSTED  
 DV1695  ___________________________________________________________________
 DV1695  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1695  DYNAMIC HT  -         313.235 (meters)    1027.67  (feet)  COMP
 DV1695  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 DV1695
 DV1695  VERT ORDER  -  SECOND    CLASS I
 DV1695
 DV1695.The horizontal coordinates were scaled from a topographic map and have
 DV1695.an estimated accuracy of +/- 6 seconds.
 DV1695
 DV1695.The orthometric height was determined by differential leveling
 DV1695.and adjusted by the National Geodetic Survey in November 1993..
 DV1695
 DV1695.The geoid height was determined by GEOID03.
 DV1695
 DV1695.The dynamic height is computed by dividing the NAVD 88
 DV1695.geopotential number by the normal gravity value computed on the
 DV1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1695.degrees latitude (g = 980.6199 gals.).
 DV1695
 DV1695.The modeled gravity was interpolated from observed gravity values.
 DV1695
 DV1695;                    North         East    Units  Estimated Accuracy
 DV1695;SPC AZ C     -   274,120.      180,260.      MT  (+/- 180 meters Scaled)
 DV1695
 DV1695                          SUPERSEDED SURVEY CONTROL
 DV1695
 DV1695.No superseded survey control is available for this station.
 DV1695
 DV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817043(NAD 83)
 DV1695_MARKER: DB = BENCH MARK DISK
 DV1695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1695_SP_SET: CONCRETE BRIDGE
 DV1695_STAMPING: 1026.86 1981
 DV1695_MARK LOGO: AZ-013
 DV1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1695+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1695
 DV1695  HISTORY     - Date     Condition        Report By
 DV1695  HISTORY     - 1981     MONUMENTED       AZ-013
 DV1695  HISTORY     - 1982     GOOD             AZDT
 DV1695  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1695
 DV1695                          STATION DESCRIPTION
 DV1695
 DV1695'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1695'IN TOLLESON.
 DV1695'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ON
 DV1695'99TH AVENUE FOR 0.45 MI (0.72 KM) TO CANAL BRIDGE AND THE STATION ON
 DV1695'THE SOUTH END OF THE EAST HANDRAIL, 27.0 FT (8.23 METERS) EAST OF
 DV1695'CENTERLINE OF 99TH AVENUE, 1.1 FT (0.33 METERS) NORTH OF SOUTH END OF
 DV1695'EAST HANDRAIL, A STANDARD MARICOPA COUNTY BRASS CAP SET IN CONCRETE
 DV1695'3.5 FT (1.07 METERS) ABOVE GROUND.
 DV1695
 DV1695                          STATION RECOVERY (2006)
 DV1695
 DV1695'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1333 ***********************************************************************
 DV1333  DESIGNATION -  1027.03
 DV1333  PID         -  DV1333
 DV1333  STATE/COUNTY-  AZ/MARICOPA
 DV1333  USGS QUAD   -  PERRYVILLE (1982)
 DV1333
 DV1333                         *CURRENT SURVEY CONTROL
 DV1333  ___________________________________________________________________
 DV1333* NAD 83(1986)-  33 27 40.     (N)    112 23 33.     (W)     SCALED    
 DV1333* NAVD 88     -       313.607  (meters)    1028.89   (feet)  ADJUSTED  
 DV1333  ___________________________________________________________________
 DV1333  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1333  DYNAMIC HT  -         313.244 (meters)    1027.70  (feet)  COMP
 DV1333  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1333
 DV1333  VERT ORDER  -  FIRST     CLASS II
 DV1333
 DV1333.The horizontal coordinates were scaled from a topographic map and have
 DV1333.an estimated accuracy of +/- 6 seconds.
 DV1333
 DV1333.The orthometric height was determined by differential leveling
 DV1333.and adjusted by the National Geodetic Survey in November 1993..
 DV1333
 DV1333.The geoid height was determined by GEOID03.
 DV1333
 DV1333.The dynamic height is computed by dividing the NAVD 88
 DV1333.geopotential number by the normal gravity value computed on the
 DV1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1333.degrees latitude (g = 980.6199 gals.).
 DV1333
 DV1333.The modeled gravity was interpolated from observed gravity values.
 DV1333
 DV1333;                    North         East    Units  Estimated Accuracy
 DV1333;SPC AZ C     -   272,990.      169,130.      MT  (+/- 180 meters Scaled)
 DV1333
 DV1333                          SUPERSEDED SURVEY CONTROL
 DV1333
 DV1333.No superseded survey control is available for this station.
 DV1333
 DV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC705032(NAD 83)
 DV1333_MARKER: DB = BENCH MARK DISK
 DV1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1333_SP_SET: CONCRETE BRIDGE
 DV1333_STAMPING: 1027.03
 DV1333_MARK LOGO: AZDT  
 DV1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1333
 DV1333  HISTORY     - Date     Condition        Report By
 DV1333  HISTORY     - UNK      MONUMENTED       AZDT
 DV1333  HISTORY     - 1981     GOOD             AZDT
 DV1333
 DV1333                          STATION DESCRIPTION
 DV1333
 DV1333'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1333'2.5 MI NW FROM GOODYEAR.
 DV1333'3.0 MI (4.8 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1333'INTERSECTION OF DYSART ROAD TO THE REEMS ROAD OVERPASS AND THE MARK.
 DV1333'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1333'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1334 ***********************************************************************
 DV1334  DESIGNATION -  1027.84
 DV1334  PID         -  DV1334
 DV1334  STATE/COUNTY-  AZ/MARICOPA
 DV1334  USGS QUAD   -  PERRYVILLE (1982)
 DV1334
 DV1334                         *CURRENT SURVEY CONTROL
 DV1334  ___________________________________________________________________
 DV1334* NAD 83(1986)-  33 27 40.     (N)    112 23 33.     (W)     SCALED    
 DV1334* NAVD 88     -       313.852  (meters)    1029.70   (feet)  ADJUSTED  
 DV1334  ___________________________________________________________________
 DV1334  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1334  DYNAMIC HT  -         313.489 (meters)    1028.51  (feet)  COMP
 DV1334  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1334
 DV1334  VERT ORDER  -  FIRST     CLASS II
 DV1334
 DV1334.The horizontal coordinates were scaled from a topographic map and have
 DV1334.an estimated accuracy of +/- 6 seconds.
 DV1334
 DV1334.The orthometric height was determined by differential leveling
 DV1334.and adjusted by the National Geodetic Survey in November 1993..
 DV1334
 DV1334.The geoid height was determined by GEOID03.
 DV1334
 DV1334.The dynamic height is computed by dividing the NAVD 88
 DV1334.geopotential number by the normal gravity value computed on the
 DV1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1334.degrees latitude (g = 980.6199 gals.).
 DV1334
 DV1334.The modeled gravity was interpolated from observed gravity values.
 DV1334
 DV1334;                    North         East    Units  Estimated Accuracy
 DV1334;SPC AZ C     -   272,990.      169,130.      MT  (+/- 180 meters Scaled)
 DV1334
 DV1334                          SUPERSEDED SURVEY CONTROL
 DV1334
 DV1334.No superseded survey control is available for this station.
 DV1334
 DV1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC705032(NAD 83)
 DV1334_MARKER: DB = BENCH MARK DISK
 DV1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1334_SP_SET: CONCRETE BRIDGE
 DV1334_STAMPING: 1027.84
 DV1334_MARK LOGO: AZDT  
 DV1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1334
 DV1334  HISTORY     - Date     Condition        Report By
 DV1334  HISTORY     - UNK      MONUMENTED       AZDT
 DV1334  HISTORY     - 1981     GOOD             AZDT
 DV1334
 DV1334                          STATION DESCRIPTION
 DV1334
 DV1334'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1334'2.5 MI NW FROM GOODYEAR.
 DV1334'3.0 MI (4.8 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1334'INTERSECTION OF DYSART ROAD TO THE REEMS ROAD OVERPASS AND THE MARK.
 DV1334'A STANDARD AZDT ALUMINUM CAP IN TOP OF THE NORTHEAST DADO OF THE
 DV1334'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0465 ***********************************************************************
 DV0465  DESIGNATION -  1028.9
 DV0465  PID         -  DV0465
 DV0465  STATE/COUNTY-  AZ/MARICOPA
 DV0465  USGS QUAD   -  FOWLER (1982)
 DV0465
 DV0465                         *CURRENT SURVEY CONTROL
 DV0465  ___________________________________________________________________
 DV0465* NAD 83(1986)-  33 25 20.     (N)    112 11 11.     (W)     SCALED    
 DV0465* NAVD 88     -       313.949  (meters)    1030.01   (feet)  ADJUSTED  
 DV0465  ___________________________________________________________________
 DV0465  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0465  DYNAMIC HT  -         313.585 (meters)    1028.82  (feet)  COMP
 DV0465  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DV0465
 DV0465  VERT ORDER  -  FIRST     CLASS II
 DV0465
 DV0465.The horizontal coordinates were scaled from a topographic map and have
 DV0465.an estimated accuracy of +/- 6 seconds.
 DV0465
 DV0465.The orthometric height was determined by differential leveling
 DV0465.and adjusted by the National Geodetic Survey in November 1993..
 DV0465
 DV0465.The geoid height was determined by GEOID03.
 DV0465
 DV0465.The dynamic height is computed by dividing the NAVD 88
 DV0465.geopotential number by the normal gravity value computed on the
 DV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0465.degrees latitude (g = 980.6199 gals.).
 DV0465
 DV0465.The modeled gravity was interpolated from observed gravity values.
 DV0465
 DV0465;                    North         East    Units  Estimated Accuracy
 DV0465;SPC AZ C     -   268,610.      188,280.      MT  (+/- 180 meters Scaled)
 DV0465
 DV0465                          SUPERSEDED SURVEY CONTROL
 DV0465
 DV0465  NGVD 29 (??/??/92)  313.313  (m)         1027.93   (f) ADJ UNCH    1 2
 DV0465
 DV0465.Superseded values are not recommended for survey control.
 DV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0465.See file dsdata.txt to determine how the superseded data were derived.
 DV0465
 DV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB897987(NAD 83)
 DV0465_MARKER: DD = SURVEY DISK
 DV0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0465_SP_SET: WINGWALL
 DV0465_STAMPING: 1028.9
 DV0465_MARK LOGO: USGS  
 DV0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0465+STABILITY: SURFACE MOTION
 DV0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0465+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV0465
 DV0465  HISTORY     - Date     Condition        Report By
 DV0465  HISTORY     - UNK      MONUMENTED       USGS
 DV0465  HISTORY     - 1962     GOOD             NGS
 DV0465  HISTORY     - 19920311 GOOD             NGS
 DV0465  HISTORY     - 19940425 GOOD             NGS
 DV0465  HISTORY     - 20060819 GOOD             GEOCAC
 DV0465
 DV0465                          STATION DESCRIPTION
 DV0465
 DV0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0465'5.1 MI SW FROM PHOENIX.
 DV0465'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0465'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0465'AVENUE, THENCE 4.0 MILES WEST ALONG LOWER BUCKEYE ROAD, TO THE MARK
 DV0465'SET IN THE SOUTHWEST END OF THE HEADWALL OF A DRAINAGE CANAL, 44 FT.
 DV0465'SOUTH OF THE STREET POST, 19 FT. SOUTH OF THE CENTER OF LOWER BUCKEYE,
 DV0465'23 FT. WEST OF THE CENTER OF 59TH AVENUE, PROJECTING ABOUT 0.5 FT.
 DV0465'ABOVE THE LEVEL OF THE STREET.
 DV0465
 DV0465                          STATION RECOVERY (1992)
 DV0465
 DV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0465'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0465'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV0465'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV0465'BUCKEYE ROAD, NEAR THE EAST END OF THE NORTH CONCRETE WINGWALL OF A
 DV0465'4-WAY HEAD GATE, 6.9 M (22.6 FT) WEST OF AND LEVEL WITH THE
 DV0465'CENTERLINE OF SOUTH 59TH AVENUE, AND 5.8 M (19.0 FT) SOUTH OF THE
 DV0465'ROAD CENTERLINE.
 DV0465
 DV0465                          STATION RECOVERY (1994)
 DV0465
 DV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0465'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0465'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV0465'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV0465'BUCKEYE ROAD, NEAR THE NORTHEAST CORNER OF THE CONCRETE WINGWALL OF A
 DV0465'4-WAY HEADGATE, 7.2 M (23.6 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 DV0465'OF SOUTH 59TH AVENUE, AND 5.9 M (19.4 FT) SOUTH OF THE ROAD
 DV0465'CENTERLINE.
 DV0465
 DV0465                          STATION RECOVERY (2006)
 DV0465
 DV0465'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0595 ***********************************************************************
 ER0595  DESIGNATION -  103 BKC
 ER0595  PID         -  ER0595
 ER0595  STATE/COUNTY-  AZ/APACHE
 ER0595  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0595
 ER0595                         *CURRENT SURVEY CONTROL
 ER0595  ___________________________________________________________________
 ER0595* NAD 83(1986)-  34 28 12.     (N)    109 18 18.     (W)     SCALED    
 ER0595* NAVD 88     -      1819.399  (meters)    5969.14   (feet)  ADJUSTED  
 ER0595  ___________________________________________________________________
 ER0595  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0595  DYNAMIC HT  -        1816.750 (meters)    5960.45  (feet)  COMP
 ER0595  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 ER0595
 ER0595  VERT ORDER  -  SECOND    CLASS 0
 ER0595
 ER0595.The horizontal coordinates were scaled from a topographic map and have
 ER0595.an estimated accuracy of +/- 6 seconds.
 ER0595
 ER0595.The orthometric height was determined by differential leveling
 ER0595.and adjusted by the National Geodetic Survey in June 1991..
 ER0595
 ER0595.The geoid height was determined by GEOID03.
 ER0595
 ER0595.The dynamic height is computed by dividing the NAVD 88
 ER0595.geopotential number by the normal gravity value computed on the
 ER0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0595.degrees latitude (g = 980.6199 gals.).
 ER0595
 ER0595.The modeled gravity was interpolated from observed gravity values.
 ER0595
 ER0595;                    North         East    Units  Estimated Accuracy
 ER0595;SPC AZ E     -   385,120.      292,520.      MT  (+/- 180 meters Scaled)
 ER0595
 ER0595                          SUPERSEDED SURVEY CONTROL
 ER0595
 ER0595  NGVD 29 (??/??/92) 1818.52   (m)         5966.3    (f) COMPUTED    2 0
 ER0595
 ER0595.Superseded values are not recommended for survey control.
 ER0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0595.See file dsdata.txt to determine how the superseded data were derived.
 ER0595
 ER0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD556155(NAD 83)
 ER0595_MARKER: DB = BENCH MARK DISK
 ER0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0595_SP_SET: COPPER-CLAD STEEL ROD
 ER0595_STAMPING: 103 BKC 1968 5966
 ER0595_MARK LOGO: USGS  
 ER0595_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0595+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0595
 ER0595  HISTORY     - Date     Condition        Report By
 ER0595  HISTORY     - 1968     MONUMENTED       USGS
 ER0595
 ER0595                          STATION DESCRIPTION
 ER0595
 ER0595'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0595'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0595'ALONG U S HIGHWAY 666, THENCE 3.8 MILES EAST ALONG A GRAVEL ROAD, 35
 ER0595'FEET NORTH OF THE ROAD, 10 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 ER0595'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0595'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0566 ***********************************************************************
 ER0566  DESIGNATION -  103 DOR
 ER0566  PID         -  ER0566
 ER0566  STATE/COUNTY-  AZ/APACHE
 ER0566  USGS QUAD   -  LONG H RANCH (1984)
 ER0566
 ER0566                         *CURRENT SURVEY CONTROL
 ER0566  ___________________________________________________________________
 ER0566* NAD 83(1986)-  34 48 22.     (N)    109 28 36.     (W)     SCALED    
 ER0566* NAVD 88     -      1878.361  (meters)    6162.59   (feet)  ADJUSTED  
 ER0566  ___________________________________________________________________
 ER0566  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0566  DYNAMIC HT  -        1875.676 (meters)    6153.78  (feet)  COMP
 ER0566  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 ER0566
 ER0566  VERT ORDER  -  SECOND    CLASS II
 ER0566
 ER0566.The horizontal coordinates were scaled from a topographic map and have
 ER0566.an estimated accuracy of +/- 6 seconds.
 ER0566
 ER0566.The orthometric height was determined by differential leveling
 ER0566.and adjusted by the National Geodetic Survey in June 1991..
 ER0566
 ER0566.The geoid height was determined by GEOID03.
 ER0566
 ER0566.The dynamic height is computed by dividing the NAVD 88
 ER0566.geopotential number by the normal gravity value computed on the
 ER0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0566.degrees latitude (g = 980.6199 gals.).
 ER0566
 ER0566.The modeled gravity was interpolated from observed gravity values.
 ER0566
 ER0566;                    North         East    Units  Estimated Accuracy
 ER0566;SPC AZ E     -   422,280.      276,490.      MT  (+/- 180 meters Scaled)
 ER0566
 ER0566                          SUPERSEDED SURVEY CONTROL
 ER0566
 ER0566.No superseded survey control is available for this station.
 ER0566
 ER0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD393525(NAD 83)
 ER0566_MARKER: DB = BENCH MARK DISK
 ER0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0566_SP_SET: CONCRETE POST
 ER0566_STAMPING: 103 DOR 1972 6159
 ER0566_MARK LOGO: USGS  
 ER0566_PROJECTION: PROJECTING 3 CENTIMETERS
 ER0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0566+STABILITY: SURFACE MOTION
 ER0566
 ER0566  HISTORY     - Date     Condition        Report By
 ER0566  HISTORY     - 1972     MONUMENTED       USGS
 ER0566
 ER0566                          STATION DESCRIPTION
 ER0566
 ER0566'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0566'36.7 KM (22.80 MI) SSE FROM NAVAJO.
 ER0566'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0566'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0566'THENCE 9.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD, 0.3 MILES
 ER0566'NORTH OF A GATE AT A FENCE CROSSING THE ROAD, 0.1 MILES SOUTH OF A
 ER0566'SMALL DIKE OR A ROAD FILL, 264 FEET SOUTH OF A T-FENCE WEST, 264 FEET
 ER0566'NORTH OF A DIKE OR FILL WITH A 12-INCH CORRUGATED METAL PIPE CULVERT,
 ER0566'25 FEET EAST OF THE ROAD, AND 1.5 FEET WEST OF A FENCE.
 ER0566'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0450 ***********************************************************************
 GQ0450  DESIGNATION -  103 DOR
 GQ0450  PID         -  GQ0450
 GQ0450  STATE/COUNTY-  AZ/MOHAVE
 GQ0450  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0450
 GQ0450                         *CURRENT SURVEY CONTROL
 GQ0450  ___________________________________________________________________
 GQ0450* NAD 83(1986)-  36 45 34.     (N)    113 32 57.     (W)     SCALED    
 GQ0450* NAVD 88     -      1525.729  (meters)    5005.66   (feet)  POSTED    
 GQ0450  ___________________________________________________________________
 GQ0450  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0450  DYNAMIC HT  -        1523.990 (meters)    4999.96  (feet)  COMP
 GQ0450  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 GQ0450
 GQ0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0450
 GQ0450.The horizontal coordinates were scaled from a topographic map and have
 GQ0450.an estimated accuracy of +/- 6 seconds.
 GQ0450
 GQ0450.The orthometric height was determined by differential leveling
 GQ0450.and adjusted by the National Geodetic Survey in 1992..
 GQ0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0450.rate of 0.0 thru 1.0 mm/km.
 GQ0450
 GQ0450.The geoid height was determined by GEOID03.
 GQ0450
 GQ0450.The dynamic height is computed by dividing the NAVD 88
 GQ0450.geopotential number by the normal gravity value computed on the
 GQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0450.degrees latitude (g = 980.6199 gals.).
 GQ0450
 GQ0450.The modeled gravity was interpolated from observed gravity values.
 GQ0450
 GQ0450;                    North         East    Units  Estimated Accuracy
 GQ0450;SPC AZ W     -   638,820.      231,290.      MT  (+/- 180 meters Scaled)
 GQ0450
 GQ0450                          SUPERSEDED SURVEY CONTROL
 GQ0450
 GQ0450.No superseded survey control is available for this station.
 GQ0450
 GQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724712(NAD 83)
 GQ0450_MARKER: DB = BENCH MARK DISK
 GQ0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0450_SP_SET: COPPER-CLAD STEEL ROD
 GQ0450_STAMPING: 103 DOR 1970 5003
 GQ0450_MARK LOGO: USGS  
 GQ0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0450
 GQ0450  HISTORY     - Date     Condition        Report By
 GQ0450  HISTORY     - 1970     MONUMENTED       USGS
 GQ0450
 GQ0450                          STATION DESCRIPTION
 GQ0450
 GQ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0450'42.6 KM (26.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0450'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0450'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0450'ROAD TO THE ARIZONA STATE LINE, CONTINUE 19.8 MILES SOUTH ALONG MT.
 GQ0450'TRUMBULL ROAD TO A CATTLEGUARD, 150 FEET EAST-NORTHEAST OF A 13 BY 18
 GQ0450'FOOT BUILDING WITH A SIGN NOT MUCH RANCH-O YET-O, 125 FEET
 GQ0450'EAST-NORTHEAST OF AN 18 BY 2.5 FOOT CONCRETE WELL TOP, 25 FEET EAST
 GQ0450'OF THE ROAD, 0.5 FEET WEST OF A FENCE.  ROD DEPTH UNKNOWN.
 GQ0450'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0450'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0847 ***********************************************************************
 FQ0847  DESIGNATION -  103 DOR
 FQ0847  PID         -  FQ0847
 FQ0847  STATE/COUNTY-  AZ/COCONINO
 FQ0847  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0847
 FQ0847                         *CURRENT SURVEY CONTROL
 FQ0847  ___________________________________________________________________
 FQ0847* NAD 83(1986)-  35 29 17.     (N)    110 54 58.     (W)     SCALED    
 FQ0847* NAVD 88     -      1496.392  (meters)    4909.41   (feet)  POSTED    
 FQ0847  ___________________________________________________________________
 FQ0847  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0847  DYNAMIC HT  -        1494.470 (meters)    4903.11  (feet)  COMP
 FQ0847  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 FQ0847
 FQ0847  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0847
 FQ0847.The horizontal coordinates were scaled from a topographic map and have
 FQ0847.an estimated accuracy of +/- 6 seconds.
 FQ0847
 FQ0847.The orthometric height was determined by differential leveling
 FQ0847.and adjusted by the National Geodetic Survey in 1992..
 FQ0847.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0847.rate of 0.0 thru 1.0 mm/km.
 FQ0847
 FQ0847.The geoid height was determined by GEOID03.
 FQ0847
 FQ0847.The dynamic height is computed by dividing the NAVD 88
 FQ0847.geopotential number by the normal gravity value computed on the
 FQ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0847.degrees latitude (g = 980.6199 gals.).
 FQ0847
 FQ0847.The modeled gravity was interpolated from observed gravity values.
 FQ0847
 FQ0847;                    North         East    Units  Estimated Accuracy
 FQ0847;SPC AZ C     -   498,180.      304,150.      MT  (+/- 180 meters Scaled)
 FQ0847
 FQ0847                          SUPERSEDED SURVEY CONTROL
 FQ0847
 FQ0847  NGVD 29 (??/??/92) 1495.63   (m)         4906.9    (f) COMPUTED    2 2
 FQ0847
 FQ0847.Superseded values are not recommended for survey control.
 FQ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0847.See file dsdata.txt to determine how the superseded data were derived.
 FQ0847
 FQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE076271(NAD 83)
 FQ0847_MARKER: DB = BENCH MARK DISK
 FQ0847_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0847_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0847_STAMPING: 103 DOR 1965 4907
 FQ0847_MARK LOGO: USGS  
 FQ0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0847+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1968
 FQ0847
 FQ0847  HISTORY     - Date     Condition        Report By
 FQ0847  HISTORY     - 1965     MONUMENTED       USGS
 FQ0847  HISTORY     - 19680613 GOOD             USGS
 FQ0847
 FQ0847                          STATION DESCRIPTION
 FQ0847
 FQ0847'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0847'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0847'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0847'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 1.0
 FQ0847'MILES NORTHWEST TO THE SOUTHWEST END OF A LOW CONCRETE RETAINING
 FQ0847'WALL, SET IN THE CENTER OF THE SOUTHWESTERN MOST 16 BY 22 INCH
 FQ0847'CONCRETE POST, 0.2 FEET BELOW THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0671 ***********************************************************************
 GP0671  DESIGNATION -  103 DOR
 GP0671  PID         -  GP0671
 GP0671  STATE/COUNTY-  AZ/COCONINO
 GP0671  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0671
 GP0671                         *CURRENT SURVEY CONTROL
 GP0671  ___________________________________________________________________
 GP0671* NAD 83(1986)-  36 31 13.     (N)    110 50 29.     (W)     SCALED    
 GP0671* NAVD 88     -      1854.735  (meters)    6085.08   (feet)  ADJUSTED  
 GP0671  ___________________________________________________________________
 GP0671  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 GP0671  DYNAMIC HT  -        1852.427 (meters)    6077.50  (feet)  COMP
 GP0671  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 GP0671
 GP0671  VERT ORDER  -  SECOND    CLASS 0
 GP0671
 GP0671.The horizontal coordinates were scaled from a topographic map and have
 GP0671.an estimated accuracy of +/- 6 seconds.
 GP0671
 GP0671.The orthometric height was determined by differential leveling
 GP0671.and adjusted by the National Geodetic Survey in June 1991..
 GP0671
 GP0671.The geoid height was determined by GEOID03.
 GP0671
 GP0671.The dynamic height is computed by dividing the NAVD 88
 GP0671.geopotential number by the normal gravity value computed on the
 GP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0671.degrees latitude (g = 980.6199 gals.).
 GP0671
 GP0671.The modeled gravity was interpolated from observed gravity values.
 GP0671
 GP0671;                    North         East    Units  Estimated Accuracy
 GP0671;SPC AZ C     -   612,780.      309,660.      MT  (+/- 180 meters Scaled)
 GP0671
 GP0671                          SUPERSEDED SURVEY CONTROL
 GP0671
 GP0671.No superseded survey control is available for this station.
 GP0671
 GP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF142416(NAD 83)
 GP0671_MARKER: DB = BENCH MARK DISK
 GP0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0671_SP_SET: COPPER-CLAD STEEL ROD
 GP0671_STAMPING: 103 DOR 1969 6082
 GP0671_MARK LOGO: USGS  
 GP0671_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0671+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0671
 GP0671  HISTORY     - Date     Condition        Report By
 GP0671  HISTORY     - 1969     MONUMENTED       USGS
 GP0671
 GP0671                          STATION DESCRIPTION
 GP0671
 GP0671'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0671'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0671'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0671'NORTH, THENCE 10.2 MILES NORTH, 0.3 MILES NORTHEAST OF A WINDMILL AND
 GP0671'TANK, 120 FEET WEST AND 10 FEET LOWER THAN THE ROAD, 40 FEET WEST OF
 GP0671'THE OLD ROAD, 10 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 GP0671'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0671'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0452 ***********************************************************************
 DV0452  DESIGNATION -  103 Z
 DV0452  PID         -  DV0452
 DV0452  STATE/COUNTY-  AZ/MARICOPA
 DV0452  USGS QUAD   -  TOLLESON (1982)
 DV0452
 DV0452                         *CURRENT SURVEY CONTROL
 DV0452  ___________________________________________________________________
 DV0452* NAD 83(1986)-  33 24 22.     (N)    112 15 18.     (W)     SCALED    
 DV0452* NAVD 88     -       300.08   (+/-2cm)     984.5    (feet)  VERTCON   
 DV0452  ___________________________________________________________________
 DV0452  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV0452
 DV0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0452
 DV0452.The horizontal coordinates were scaled from a topographic map and have
 DV0452.an estimated accuracy of +/- 6 seconds.
 DV0452
 DV0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0452.The vertical order pertains to the NGVD 29 superseded value.
 DV0452
 DV0452.The geoid height was determined by GEOID03.
 DV0452
 DV0452;                    North         East    Units  Estimated Accuracy
 DV0452;SPC AZ C     -   266,840.      181,890.      MT  (+/- 180 meters Scaled)
 DV0452
 DV0452                          SUPERSEDED SURVEY CONTROL
 DV0452
 DV0452  NGVD 29 (??/??/92)  299.431  (m)          982.38   (f) ADJ UNCH    2 0
 DV0452
 DV0452.Superseded values are not recommended for survey control.
 DV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0452.See file dsdata.txt to determine how the superseded data were derived.
 DV0452
 DV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB832970(NAD 83)
 DV0452_MARKER: DD = SURVEY DISK
 DV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0452_STAMPING: 103 Z 1962
 DV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0452+STABILITY: SURFACE MOTION
 DV0452
 DV0452  HISTORY     - Date     Condition        Report By
 DV0452  HISTORY     - 1962     MONUMENTED       AZHD
 DV0452  HISTORY     - 1962     GOOD             NGS
 DV0452  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0452
 DV0452                          STATION DESCRIPTION
 DV0452
 DV0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0452'10.1 MI SW FROM PHOENIX.
 DV0452'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0452'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0452'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0452'AVENUE THEN 4 MILES WEST ON BROADWAY TO THE JCT. OF 91ST. AVENUE. THE
 DV0452'MARK IS A COPPER DISK SET IN A CONCRETE POST SET FLUSH WITH GROUND
 DV0452'ELEVATION, 26 FT. SOUTH OF THE CENTER OF BROADWAY, 24 FT. EAST OF THE
 DV0452'CENTER OF 91ST AVENUE, 1.7 FT. SOUTH OF A WITNESS POST, 2.5 FT. NORTH
 DV0452'OF POWER POLE TB-NO 1.
 DV0452
 DV0452                          STATION RECOVERY (1992)
 DV0452
 DV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0452'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0452'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1338 ***********************************************************************
 DV1338  DESIGNATION -  1032.37
 DV1338  PID         -  DV1338
 DV1338  STATE/COUNTY-  AZ/MARICOPA
 DV1338  USGS QUAD   -  PERRYVILLE (1982)
 DV1338
 DV1338                         *CURRENT SURVEY CONTROL
 DV1338  ___________________________________________________________________
 DV1338* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1338* NAVD 88     -       315.250  (meters)    1034.28   (feet)  ADJUSTED  
 DV1338  ___________________________________________________________________
 DV1338  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1338  DYNAMIC HT  -         314.887 (meters)    1033.09  (feet)  COMP
 DV1338  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1338
 DV1338  VERT ORDER  -  FIRST     CLASS II
 DV1338
 DV1338.The horizontal coordinates were scaled from a topographic map and have
 DV1338.an estimated accuracy of +/- 6 seconds.
 DV1338
 DV1338.The orthometric height was determined by differential leveling
 DV1338.and adjusted by the National Geodetic Survey in November 1993..
 DV1338
 DV1338.The geoid height was determined by GEOID03.
 DV1338
 DV1338.The dynamic height is computed by dividing the NAVD 88
 DV1338.geopotential number by the normal gravity value computed on the
 DV1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1338.degrees latitude (g = 980.6199 gals.).
 DV1338
 DV1338.The modeled gravity was interpolated from observed gravity values.
 DV1338
 DV1338;                    North         East    Units  Estimated Accuracy
 DV1338;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1338
 DV1338                          SUPERSEDED SURVEY CONTROL
 DV1338
 DV1338.No superseded survey control is available for this station.
 DV1338
 DV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1338_MARKER: DB = BENCH MARK DISK
 DV1338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1338_SP_SET: CONCRETE BRIDGE
 DV1338_STAMPING: 1032.37 6-23-78
 DV1338_MARK LOGO: AZDT  
 DV1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1338
 DV1338  HISTORY     - Date     Condition        Report By
 DV1338  HISTORY     - 1978     MONUMENTED       AZDT
 DV1338  HISTORY     - 1981     GOOD             AZDT
 DV1338
 DV1338                          STATION DESCRIPTION
 DV1338
 DV1338'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1338'5.0 MI NW FROM GOODYEAR.
 DV1338'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1338'DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION DISTRICT CANAL AND
 DV1338'THE MARK ON THE NORTHEAST DADO OF THE WESTBOUND, 9.1 FT (2.77 M) WEST
 DV1338'OF THE EAST END OF THE NORTHEAST DADO, 24.7 FT (7.53 M) NORTH OF THE
 DV1338'WESTBOUND CENTERLINE, 3.0 FT (0.91 M) ABOVE TOP OF DECK IN THE NORTH
 DV1338'EAST DADO.  A STANDARD AZDT ALUMINUM CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1340 ***********************************************************************
 DV1340  DESIGNATION -  1033.28
 DV1340  PID         -  DV1340
 DV1340  STATE/COUNTY-  AZ/MARICOPA
 DV1340  USGS QUAD   -  PERRYVILLE (1982)
 DV1340
 DV1340                         *CURRENT SURVEY CONTROL
 DV1340  ___________________________________________________________________
 DV1340* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1340* NAVD 88     -       315.527  (meters)    1035.19   (feet)  ADJUSTED  
 DV1340  ___________________________________________________________________
 DV1340  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1340  DYNAMIC HT  -         315.163 (meters)    1034.00  (feet)  COMP
 DV1340  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1340
 DV1340  VERT ORDER  -  FIRST     CLASS II
 DV1340
 DV1340.The horizontal coordinates were scaled from a topographic map and have
 DV1340.an estimated accuracy of +/- 6 seconds.
 DV1340
 DV1340.The orthometric height was determined by differential leveling
 DV1340.and adjusted by the National Geodetic Survey in November 1993..
 DV1340
 DV1340.The geoid height was determined by GEOID03.
 DV1340
 DV1340.The dynamic height is computed by dividing the NAVD 88
 DV1340.geopotential number by the normal gravity value computed on the
 DV1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1340.degrees latitude (g = 980.6199 gals.).
 DV1340
 DV1340.The modeled gravity was interpolated from observed gravity values.
 DV1340
 DV1340;                    North         East    Units  Estimated Accuracy
 DV1340;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1340
 DV1340                          SUPERSEDED SURVEY CONTROL
 DV1340
 DV1340.No superseded survey control is available for this station.
 DV1340
 DV1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1340_MARKER: DB = BENCH MARK DISK
 DV1340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1340_SP_SET: CONCRETE BRIDGE
 DV1340_STAMPING: 1033.28
 DV1340_MARK LOGO: AZDT  
 DV1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1340
 DV1340  HISTORY     - Date     Condition        Report By
 DV1340  HISTORY     - 1978     MONUMENTED       AZDT
 DV1340  HISTORY     - 1981     GOOD             AZDT
 DV1340
 DV1340                          STATION DESCRIPTION
 DV1340
 DV1340'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1340'5.0 MI NW FROM GOODYEAR.
 DV1340'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1340'INTERSECTION OF DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION
 DV1340'DISTRICT CANAL AND THE MARK.  A STANDARD AZDT ALUMINUM CAP IN THE TOP
 DV1340'OF SOUTHWEST DADO OF THE WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP
 DV1340'OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1339 ***********************************************************************
 DV1339  DESIGNATION -  1033.30
 DV1339  PID         -  DV1339
 DV1339  STATE/COUNTY-  AZ/MARICOPA
 DV1339  USGS QUAD   -  PERRYVILLE (1982)
 DV1339
 DV1339                         *CURRENT SURVEY CONTROL
 DV1339  ___________________________________________________________________
 DV1339* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1339* NAVD 88     -       315.531  (meters)    1035.20   (feet)  ADJUSTED  
 DV1339  ___________________________________________________________________
 DV1339  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1339  DYNAMIC HT  -         315.167 (meters)    1034.01  (feet)  COMP
 DV1339  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1339
 DV1339  VERT ORDER  -  FIRST     CLASS II
 DV1339
 DV1339.The horizontal coordinates were scaled from a topographic map and have
 DV1339.an estimated accuracy of +/- 6 seconds.
 DV1339
 DV1339.The orthometric height was determined by differential leveling
 DV1339.and adjusted by the National Geodetic Survey in November 1993..
 DV1339
 DV1339.The geoid height was determined by GEOID03.
 DV1339
 DV1339.The dynamic height is computed by dividing the NAVD 88
 DV1339.geopotential number by the normal gravity value computed on the
 DV1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1339.degrees latitude (g = 980.6199 gals.).
 DV1339
 DV1339.The modeled gravity was interpolated from observed gravity values.
 DV1339
 DV1339;                    North         East    Units  Estimated Accuracy
 DV1339;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1339
 DV1339                          SUPERSEDED SURVEY CONTROL
 DV1339
 DV1339.No superseded survey control is available for this station.
 DV1339
 DV1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1339_MARKER: DB = BENCH MARK DISK
 DV1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1339_SP_SET: CONCRETE BRIDGE
 DV1339_STAMPING: 1033.30
 DV1339_MARK LOGO: AZDT  
 DV1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1339
 DV1339  HISTORY     - Date     Condition        Report By
 DV1339  HISTORY     - 1978     MONUMENTED       AZDT
 DV1339  HISTORY     - 1981     GOOD             AZDT
 DV1339
 DV1339                          STATION DESCRIPTION
 DV1339
 DV1339'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1339'5.0 MI NW FROM GOODYEAR.
 DV1339'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1339'INTERSECTION OF DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION
 DV1339'DISTRICT CANAL AND THE MARK.  A STANDARD AZDT ALUMINUM CAP IN THE TOP
 DV1339'OF NORTHEAST DADO OF THE EASTBOUND, 3.1 FT (0.94 METERS) ABOVE THE
 DV1339'TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0022 ***********************************************************************
 CG0022  DESIGNATION -  1033.65
 CG0022  PID         -  CG0022
 CG0022  STATE/COUNTY-  AZ/COCHISE
 CG0022  USGS QUAD   -  BENSON (1983)
 CG0022
 CG0022                         *CURRENT SURVEY CONTROL
 CG0022  ___________________________________________________________________
 CG0022* NAD 83(1986)-  31 57 52.     (N)    110 16 41.     (W)     SCALED    
 CG0022* NAVD 88     -      1077.770  (meters)    3535.98   (feet)  ADJUSTED  
 CG0022  ___________________________________________________________________
 CG0022  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0022  DYNAMIC HT  -        1076.169 (meters)    3530.73  (feet)  COMP
 CG0022  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 CG0022
 CG0022  VERT ORDER  -  FIRST     CLASS II
 CG0022
 CG0022.The horizontal coordinates were scaled from a topographic map and have
 CG0022.an estimated accuracy of +/- 6 seconds.
 CG0022
 CG0022.The orthometric height was determined by differential leveling
 CG0022.and adjusted by the National Geodetic Survey in June 1991..
 CG0022
 CG0022.The geoid height was determined by GEOID03.
 CG0022
 CG0022.The dynamic height is computed by dividing the NAVD 88
 CG0022.geopotential number by the normal gravity value computed on the
 CG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0022.degrees latitude (g = 980.6199 gals.).
 CG0022
 CG0022.The modeled gravity was interpolated from observed gravity values.
 CG0022
 CG0022;                    North         East    Units  Estimated Accuracy
 CG0022;SPC AZ E     -   106,930.      202,830.      MT  (+/- 180 meters Scaled)
 CG0022
 CG0022                          SUPERSEDED SURVEY CONTROL
 CG0022
 CG0022  NGVD 29 (??/??/92) 1077.045  (m)         3533.61   (f) ADJ UNCH    1 2
 CG0022
 CG0022.Superseded values are not recommended for survey control.
 CG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0022.See file dsdata.txt to determine how the superseded data were derived.
 CG0022
 CG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA682367(NAD 83)
 CG0022_MARKER: S = SPIKE
 CG0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0022_SP_SET: ABUTMENT
 CG0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0022
 CG0022  HISTORY     - Date     Condition        Report By
 CG0022  HISTORY     - UNK      MONUMENTED       SPRR
 CG0022  HISTORY     - 1952     GOOD             NGS
 CG0022  HISTORY     - 1960     GOOD             NGS
 CG0022  HISTORY     - 1979     GOOD             NGS
 CG0022
 CG0022                          STATION DESCRIPTION
 CG0022
 CG0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0022'0.95 MI E FROM BENSON.
 CG0022'0.95 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0022'STATION AT BENSON, AT THE EAST END OF A STEEL GIRDER BRIDGE NUMBER
 CG0022'1033.65, OVER THE SAN PEDRO RIVER, IN THE TOP OF THE NORTHEAST CORNER
 CG0022'OF AN ABUTMENT, 152 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 CG0022'86, 12.3 FEET NORTH OF THE NORTH RAIL, 0.3 FOOT EAST OF THE WEST END
 CG0022'OF AN ABUTMENT, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 CG0022
 CG0022                          STATION RECOVERY (1960)
 CG0022
 CG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0022'RECOVERED IN GOOD CONDITION.
 CG0022
 CG0022                          STATION RECOVERY (1979)
 CG0022
 CG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0022'1.1 KILOMETERS (0.7 MILE) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0022'FROM THE INTERSTATE 10 BUSINESS LOOP UNDERPASS AT BENSON, AT THE EAST
 CG0022'END OF THE STEEL GIRDER BRIDGE OVER THE SAN PEDRO RIVER, IN TOP OF
 CG0022'THE NORTHWEST CORNER OF THE EAST ABUTMENT, 3.8 METERS (12.5 FEET)
 CG0022'NORTH OF THE NORTH RAIL AND 46.3 METERS (152 FEET) SOUTH OF THE
 CG0022'CENTERLINE OF BUSINESS LOOP INTERSTATE 10.  A STEEL PLATE SUPPORTING
 CG0022'A 12-INCH PIPELINE IS TOUCHING THE SOUTH EDGE OF THE SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0789 ***********************************************************************
 DW0789  DESIGNATION -  1033.89
 DW0789  PID         -  DW0789
 DW0789  STATE/COUNTY-  AZ/LA PAZ
 DW0789  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0789
 DW0789                         *CURRENT SURVEY CONTROL
 DW0789  ___________________________________________________________________
 DW0789* NAD 83(1986)-  33 38 50.     (N)    114 22 19.     (W)     SCALED    
 DW0789* NAVD 88     -       315.84   (+/-2cm)    1036.2    (feet)  VERTCON   
 DW0789  ___________________________________________________________________
 DW0789  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW0789
 DW0789  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0789
 DW0789.The horizontal coordinates were scaled from a topographic map and have
 DW0789.an estimated accuracy of +/- 6 seconds.
 DW0789
 DW0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0789.The vertical order pertains to the NGVD 29 superseded value.
 DW0789
 DW0789.The geoid height was determined by GEOID03.
 DW0789
 DW0789;                    North         East    Units  Estimated Accuracy
 DW0789;SPC AZ W     -   293,710.      155,670.      MT  (+/- 180 meters Scaled)
 DW0789
 DW0789                          SUPERSEDED SURVEY CONTROL
 DW0789
 DW0789  NGVD 29 (??/??/??)  315.142  (m)         1033.93   (f) ADJUSTED    1 2
 DW0789
 DW0789.Superseded values are not recommended for survey control.
 DW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0789.See file dsdata.txt to determine how the superseded data were derived.
 DW0789
 DW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT437261(NAD 83)
 DW0789_MARKER: DD = SURVEY DISK
 DW0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0789_SP_SET: BRIDGE RAIL POST
 DW0789_STAMPING: 1033.89 549+23.4
 DW0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0789
 DW0789  HISTORY     - Date     Condition        Report By
 DW0789  HISTORY     - UNK      MONUMENTED       AZHD
 DW0789  HISTORY     - 1934     GOOD             NGS
 DW0789  HISTORY     - 1970     MARK NOT FOUND   USGS
 DW0789  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0789
 DW0789                          STATION DESCRIPTION
 DW0789
 DW0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0789'14.1 MI E FROM BLYTHE.
 DW0789'IN YUMA COUNTY, ARIZONA, 14.1 MILES EAST ALONG U.S. HIGHWAY 60
 DW0789'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0789'8.3 MILES WEST OF QUARTZSITE, YUMA COUNTY, ARIZONA, AT STATION
 DW0789'549+23.4, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE CENTER POST
 DW0789'OF THE SOUTH RAIL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DW0789'STAMPED 1033.89 549+23.4.
 DW0789
 DW0789                          STATION RECOVERY (1970)
 DW0789
 DW0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DW0789'MARK NOT FOUND.
 DW0789
 DW0789                          STATION RECOVERY (1981)
 DW0789
 DW0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0789'NOT RECOVERED. NOTE-BRIDGE DESCRIBED IS DESTROYED, MARK BELIEVED
 DW0789'LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0306 ***********************************************************************
 FS0306  DESIGNATION -  1035+00
 FS0306  PID         -  FS0306
 FS0306  STATE/COUNTY-  AZ/MOHAVE
 FS0306  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0306
 FS0306                         *CURRENT SURVEY CONTROL
 FS0306  ___________________________________________________________________
 FS0306* NAD 83(1986)-  35 36 44.     (N)    114 24 48.     (W)     SCALED    
 FS0306* NAVD 88     -       819.469  (meters)    2688.54   (feet)  POSTED    
 FS0306  ___________________________________________________________________
 FS0306  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0306  DYNAMIC HT  -         818.560 (meters)    2685.56  (feet)  COMP
 FS0306  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 FS0306
 FS0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0306
 FS0306.The horizontal coordinates were scaled from a topographic map and have
 FS0306.an estimated accuracy of +/- 6 seconds.
 FS0306
 FS0306.The orthometric height was determined by differential leveling
 FS0306.and adjusted by the National Geodetic Survey in 1992..
 FS0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0306.rate of 1.1 thru 2.0 mm/km.
 FS0306
 FS0306.The geoid height was determined by GEOID03.
 FS0306
 FS0306.The dynamic height is computed by dividing the NAVD 88
 FS0306.geopotential number by the normal gravity value computed on the
 FS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0306.degrees latitude (g = 980.6199 gals.).
 FS0306
 FS0306.The modeled gravity was interpolated from observed gravity values.
 FS0306
 FS0306;                    North         East    Units  Estimated Accuracy
 FS0306;SPC AZ W     -   511,710.      153,260.      MT  (+/- 180 meters Scaled)
 FS0306
 FS0306                          SUPERSEDED SURVEY CONTROL
 FS0306
 FS0306  NGVD 29 (??/??/92)  818.736  (m)         2686.14   (f) ADJ UNCH    1 1
 FS0306
 FS0306.Superseded values are not recommended for survey control.
 FS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0306.See file dsdata.txt to determine how the superseded data were derived.
 FS0306
 FS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV342440(NAD 83)
 FS0306_MARKER: DD = SURVEY DISK
 FS0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0306_SP_SET: CULVERT
 FS0306_STAMPING: 1035+00 2687.06 1936
 FS0306_MARK LOGO: AZHD  
 FS0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0306
 FS0306  HISTORY     - Date     Condition        Report By
 FS0306  HISTORY     - 1936     MONUMENTED       AZHD
 FS0306  HISTORY     - 1949     GOOD             NGS
 FS0306  HISTORY     - 1982     GOOD             NGS
 FS0306  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 FS0306
 FS0306                          STATION DESCRIPTION
 FS0306
 FS0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0306'17.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0306'17.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0306'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 0.3 MILE
 FS0306'NORTHWEST OF THE NORTHWEST END OF A LARGE CONCRETE BRIDGE OVER
 FS0306'DETRITAL WASH, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0306'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.2
 FS0306'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 FS0306'FOOT HIGHER THAN THE HIGHWAY.
 FS0306
 FS0306                          STATION RECOVERY (1982)
 FS0306
 FS0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0306'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0306
 FS0306                          STATION RECOVERY (1987)
 FS0306
 FS0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1342 ***********************************************************************
 DV1342  DESIGNATION -  1039.35
 DV1342  PID         -  DV1342
 DV1342  STATE/COUNTY-  AZ/MARICOPA
 DV1342  USGS QUAD   -  PERRYVILLE (1982)
 DV1342
 DV1342                         *CURRENT SURVEY CONTROL
 DV1342  ___________________________________________________________________
 DV1342* NAD 83(1986)-  33 27 40.     (N)    112 25 38.     (W)     SCALED    
 DV1342* NAVD 88     -       317.383  (meters)    1041.28   (feet)  ADJUSTED  
 DV1342  ___________________________________________________________________
 DV1342  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1342  DYNAMIC HT  -         317.018 (meters)    1040.08  (feet)  COMP
 DV1342  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV1342
 DV1342  VERT ORDER  -  FIRST     CLASS II
 DV1342
 DV1342.The horizontal coordinates were scaled from a topographic map and have
 DV1342.an estimated accuracy of +/- 6 seconds.
 DV1342
 DV1342.The orthometric height was determined by differential leveling
 DV1342.and adjusted by the National Geodetic Survey in November 1993..
 DV1342
 DV1342.The geoid height was determined by GEOID03.
 DV1342
 DV1342.The dynamic height is computed by dividing the NAVD 88
 DV1342.geopotential number by the normal gravity value computed on the
 DV1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1342.degrees latitude (g = 980.6199 gals.).
 DV1342
 DV1342.The modeled gravity was interpolated from observed gravity values.
 DV1342
 DV1342;                    North         East    Units  Estimated Accuracy
 DV1342;SPC AZ C     -   273,000.      165,900.      MT  (+/- 180 meters Scaled)
 DV1342
 DV1342                          SUPERSEDED SURVEY CONTROL
 DV1342
 DV1342.No superseded survey control is available for this station.
 DV1342
 DV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC673033(NAD 83)
 DV1342_MARKER: DB = BENCH MARK DISK
 DV1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1342_SP_SET: CONCRETE BRIDGE
 DV1342_STAMPING: 1039.35
 DV1342_MARK LOGO: AZDT  
 DV1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1342+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1342
 DV1342  HISTORY     - Date     Condition        Report By
 DV1342  HISTORY     - UNK      MONUMENTED       AZDT
 DV1342  HISTORY     - 1981     GOOD             AZDT
 DV1342  HISTORY     - 20060810 GOOD             GEOCAC
 DV1342
 DV1342                          STATION DESCRIPTION
 DV1342
 DV1342'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1342'6.0 MI NW FROM GOODYEAR.
 DV1342'5.0 MI (8.0 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1342'INTERSECTION OF DYSART ROAD TO COTTON LANE OVERPASS AND THE MARK.  A
 DV1342'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1342'EASTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
 DV1342
 DV1342                          STATION RECOVERY (2006)
 DV1342
 DV1342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1343 ***********************************************************************
 DV1343  DESIGNATION -  1039.38
 DV1343  PID         -  DV1343
 DV1343  STATE/COUNTY-  AZ/MARICOPA
 DV1343  USGS QUAD   -  PERRYVILLE (1982)
 DV1343
 DV1343                         *CURRENT SURVEY CONTROL
 DV1343  ___________________________________________________________________
 DV1343* NAD 83(1986)-  33 27 40.     (N)    112 25 38.     (W)     SCALED    
 DV1343* NAVD 88     -       317.387  (meters)    1041.29   (feet)  ADJUSTED  
 DV1343  ___________________________________________________________________
 DV1343  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1343  DYNAMIC HT  -         317.022 (meters)    1040.10  (feet)  COMP
 DV1343  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV1343
 DV1343  VERT ORDER  -  FIRST     CLASS II
 DV1343
 DV1343.The horizontal coordinates were scaled from a topographic map and have
 DV1343.an estimated accuracy of +/- 6 seconds.
 DV1343
 DV1343.The orthometric height was determined by differential leveling
 DV1343.and adjusted by the National Geodetic Survey in November 1993..
 DV1343
 DV1343.The geoid height was determined by GEOID03.
 DV1343
 DV1343.The dynamic height is computed by dividing the NAVD 88
 DV1343.geopotential number by the normal gravity value computed on the
 DV1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1343.degrees latitude (g = 980.6199 gals.).
 DV1343
 DV1343.The modeled gravity was interpolated from observed gravity values.
 DV1343
 DV1343;                    North         East    Units  Estimated Accuracy
 DV1343;SPC AZ C     -   273,000.      165,900.      MT  (+/- 180 meters Scaled)
 DV1343
 DV1343                          SUPERSEDED SURVEY CONTROL
 DV1343
 DV1343.No superseded survey control is available for this station.
 DV1343
 DV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC673033(NAD 83)
 DV1343_MARKER: DB = BENCH MARK DISK
 DV1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1343_SP_SET: CONCRETE BRIDGE
 DV1343_STAMPING: 1039.38
 DV1343_MARK LOGO: AZDT  
 DV1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1343
 DV1343  HISTORY     - Date     Condition        Report By
 DV1343  HISTORY     - UNK      MONUMENTED       AZDT
 DV1343  HISTORY     - 1981     GOOD             AZDT
 DV1343
 DV1343                          STATION DESCRIPTION
 DV1343
 DV1343'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1343'6.0 MI NW FROM GOODYEAR.
 DV1343'5.0 MI (8.0 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1343'INTERSECTION OF DYSART ROAD TO COTTON LANE OVERPASS AND THE MARK.  A
 DV1343'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHEAST DADO OF THE
 DV1343'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0036 ***********************************************************************
 CZ0036  DESIGNATION -  103+93.97
 CZ0036  PID         -  CZ0036
 CZ0036  STATE/COUNTY-  AZ/PIMA
 CZ0036  USGS QUAD   -  TUCSON (1992)
 CZ0036
 CZ0036                         *CURRENT SURVEY CONTROL
 CZ0036  ___________________________________________________________________
 CZ0036* NAD 83(1986)-  32 14 58.     (N)    110 59 32.     (W)     SCALED    
 CZ0036* NAVD 88     -       706.85   (+/-2cm)    2319.1    (feet)  VERTCON   
 CZ0036  ___________________________________________________________________
 CZ0036  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0036
 CZ0036  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0036
 CZ0036.The horizontal coordinates were scaled from a topographic map and have
 CZ0036.an estimated accuracy of +/- 6 seconds.
 CZ0036
 CZ0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0036.The vertical order pertains to the NGVD 29 superseded value.
 CZ0036
 CZ0036.The geoid height was determined by GEOID03.
 CZ0036
 CZ0036;                    North         East    Units  Estimated Accuracy
 CZ0036;SPC AZ C     -   138,900.      300,470.      MT  (+/- 180 meters Scaled)
 CZ0036
 CZ0036                          SUPERSEDED SURVEY CONTROL
 CZ0036
 CZ0036  NGVD 29 (??/??/92)  706.183  (m)         2316.87   (f) ADJ UNCH    1 2
 CZ0036
 CZ0036.Superseded values are not recommended for survey control.
 CZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0036.See file dsdata.txt to determine how the superseded data were derived.
 CZ0036
 CZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA007680(NAD 83)
 CZ0036_MARKER: DD = SURVEY DISK
 CZ0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0036_SP_SET: CULVERT
 CZ0036_STAMPING: 2317.64 1951 103+93.97
 CZ0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0036
 CZ0036  HISTORY     - Date     Condition        Report By
 CZ0036  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0036  HISTORY     - 1951     GOOD             NGS
 CZ0036  HISTORY     - 1960     GOOD             NGS
 CZ0036  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0036
 CZ0036                          STATION DESCRIPTION
 CZ0036
 CZ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0036'2.9 MI NW FROM TUCSON.
 CZ0036'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0036'STATION IN TUCSON, THENCE 2.0 MILES NORTHWEST ALONG TUCSON ACCESS
 CZ0036'FREEWAY, ABOUT 0.05 MILE SOUTHEAST OF INTERSECTION OF THE TUCSON
 CZ0036'ACCESS FREEWAY WITH THE DE MOSS PETRIE ROAD, AT RAILROAD MILEAGE
 CZ0036'981.51, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEADWALL
 CZ0036'OF A LARGE CONCRETE HIGHWAY CULVERT, 30 FEET SOUTHWEST OF THE HIGHWAY
 CZ0036'CENTERLINE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0036
 CZ0036                          STATION RECOVERY (1960)
 CZ0036
 CZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0036'RECOVERED IN GOOD CONDITION.
 CZ0036
 CZ0036                          STATION RECOVERY (1980)
 CZ0036
 CZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0036'THE BENCH MARK WAS DESCRIBED AS LEVEL WITH THE HIGHWAY.  NO HEADWALL
 CZ0036'COULD BE FOUND LEVEL WITH THE HIGHWAY.  HEADWALLS WERE FOUND WITH
 CZ0036'BENCH MARK DISKS STAMPED 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0596 ***********************************************************************
 ER0596  DESIGNATION -  104 BKC
 ER0596  PID         -  ER0596
 ER0596  STATE/COUNTY-  AZ/APACHE
 ER0596  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0596
 ER0596                         *CURRENT SURVEY CONTROL
 ER0596  ___________________________________________________________________
 ER0596* NAD 83(1986)-  34 27 36.     (N)    109 17 04.     (W)     SCALED    
 ER0596* NAVD 88     -      1896.591  (meters)    6222.40   (feet)  ADJUSTED  
 ER0596  ___________________________________________________________________
 ER0596  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ER0596  DYNAMIC HT  -        1893.802 (meters)    6213.25  (feet)  COMP
 ER0596  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 ER0596
 ER0596  VERT ORDER  -  SECOND    CLASS 0
 ER0596
 ER0596.The horizontal coordinates were scaled from a topographic map and have
 ER0596.an estimated accuracy of +/- 6 seconds.
 ER0596
 ER0596.The orthometric height was determined by differential leveling
 ER0596.and adjusted by the National Geodetic Survey in June 1991..
 ER0596
 ER0596.The geoid height was determined by GEOID03.
 ER0596
 ER0596.The dynamic height is computed by dividing the NAVD 88
 ER0596.geopotential number by the normal gravity value computed on the
 ER0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0596.degrees latitude (g = 980.6199 gals.).
 ER0596
 ER0596.The modeled gravity was interpolated from observed gravity values.
 ER0596
 ER0596;                    North         East    Units  Estimated Accuracy
 ER0596;SPC AZ E     -   384,030.      294,420.      MT  (+/- 180 meters Scaled)
 ER0596
 ER0596                          SUPERSEDED SURVEY CONTROL
 ER0596
 ER0596  NGVD 29 (??/??/92) 1895.69   (m)         6219.4    (f) COMPUTED    2 0
 ER0596
 ER0596.Superseded values are not recommended for survey control.
 ER0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0596.See file dsdata.txt to determine how the superseded data were derived.
 ER0596
 ER0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD575144(NAD 83)
 ER0596_MARKER: DB = BENCH MARK DISK
 ER0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0596_SP_SET: COPPER-CLAD STEEL ROD
 ER0596_STAMPING: 104 BKC 1968 6219
 ER0596_MARK LOGO: USGS  
 ER0596_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0596+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0596
 ER0596  HISTORY     - Date     Condition        Report By
 ER0596  HISTORY     - 1968     MONUMENTED       USGS
 ER0596
 ER0596                          STATION DESCRIPTION
 ER0596
 ER0596'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0596'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0596'ALONG U S HIGHWAY 666, THENCE 5.2 MILES EAST ALONG A GRAVEL ROAD, 58
 ER0596'FEET SOUTH OF THE ROAD, 38 FEET SOUTHWEST OF A BRACE POLE FOR A
 ER0596'TELEPHONE LINE, 1 FOOT NORTH OF A WITNESS POLE, SET ON A
 ER0596'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0567 ***********************************************************************
 ER0567  DESIGNATION -  104 DOR
 ER0567  PID         -  ER0567
 ER0567  STATE/COUNTY-  AZ/APACHE
 ER0567  USGS QUAD   -  LONG H RANCH (1984)
 ER0567
 ER0567                         *CURRENT SURVEY CONTROL
 ER0567  ___________________________________________________________________
 ER0567* NAD 83(1986)-  34 47 37.     (N)    109 28 55.     (W)     SCALED    
 ER0567* NAVD 88     -      1867.339  (meters)    6126.43   (feet)  ADJUSTED  
 ER0567  ___________________________________________________________________
 ER0567  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0567  DYNAMIC HT  -        1864.672 (meters)    6117.68  (feet)  COMP
 ER0567  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 ER0567
 ER0567  VERT ORDER  -  SECOND    CLASS II
 ER0567
 ER0567.The horizontal coordinates were scaled from a topographic map and have
 ER0567.an estimated accuracy of +/- 6 seconds.
 ER0567
 ER0567.The orthometric height was determined by differential leveling
 ER0567.and adjusted by the National Geodetic Survey in June 1991..
 ER0567
 ER0567.The geoid height was determined by GEOID03.
 ER0567
 ER0567.The dynamic height is computed by dividing the NAVD 88
 ER0567.geopotential number by the normal gravity value computed on the
 ER0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0567.degrees latitude (g = 980.6199 gals.).
 ER0567
 ER0567.The modeled gravity was interpolated from observed gravity values.
 ER0567
 ER0567;                    North         East    Units  Estimated Accuracy
 ER0567;SPC AZ E     -   420,890.      276,020.      MT  (+/- 180 meters Scaled)
 ER0567
 ER0567                          SUPERSEDED SURVEY CONTROL
 ER0567
 ER0567.No superseded survey control is available for this station.
 ER0567
 ER0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD388512(NAD 83)
 ER0567_MARKER: DB = BENCH MARK DISK
 ER0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0567_SP_SET: CONCRETE POST
 ER0567_STAMPING: 104 DOR 1972 6123
 ER0567_MARK LOGO: USGS  
 ER0567_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0567+STABILITY: SURFACE MOTION
 ER0567
 ER0567  HISTORY     - Date     Condition        Report By
 ER0567  HISTORY     - 1972     MONUMENTED       USGS
 ER0567
 ER0567                          STATION DESCRIPTION
 ER0567
 ER0567'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0567'38.3 KM (23.80 MI) SSE FROM NAVAJO.
 ER0567'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0567'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0567'THENCE 10.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD, 0.5 MILES
 ER0567'SOUTH OF A GATE, 138 FEET SOUTHWEST OF THE ROAD, AND 1.0 FOOT
 ER0567'NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0451 ***********************************************************************
 GQ0451  DESIGNATION -  104 DOR
 GQ0451  PID         -  GQ0451
 GQ0451  STATE/COUNTY-  AZ/MOHAVE
 GQ0451  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0451
 GQ0451                         *CURRENT SURVEY CONTROL
 GQ0451  ___________________________________________________________________
 GQ0451* NAD 83(1986)-  36 45 02.     (N)    113 32 56.     (W)     SCALED    
 GQ0451* NAVD 88     -      1523.469  (meters)    4998.25   (feet)  POSTED    
 GQ0451  ___________________________________________________________________
 GQ0451  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0451  DYNAMIC HT  -        1521.730 (meters)    4992.54  (feet)  COMP
 GQ0451  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 GQ0451
 GQ0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0451
 GQ0451.The horizontal coordinates were scaled from a topographic map and have
 GQ0451.an estimated accuracy of +/- 6 seconds.
 GQ0451
 GQ0451.The orthometric height was determined by differential leveling
 GQ0451.and adjusted by the National Geodetic Survey in 1992..
 GQ0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0451.rate of 0.0 thru 1.0 mm/km.
 GQ0451
 GQ0451.The geoid height was determined by GEOID03.
 GQ0451
 GQ0451.The dynamic height is computed by dividing the NAVD 88
 GQ0451.geopotential number by the normal gravity value computed on the
 GQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0451.degrees latitude (g = 980.6199 gals.).
 GQ0451
 GQ0451.The modeled gravity was interpolated from observed gravity values.
 GQ0451
 GQ0451;                    North         East    Units  Estimated Accuracy
 GQ0451;SPC AZ W     -   637,830.      231,320.      MT  (+/- 180 meters Scaled)
 GQ0451
 GQ0451                          SUPERSEDED SURVEY CONTROL
 GQ0451
 GQ0451.No superseded survey control is available for this station.
 GQ0451
 GQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724702(NAD 83)
 GQ0451_MARKER: DB = BENCH MARK DISK
 GQ0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0451_SP_SET: COPPER-CLAD STEEL ROD
 GQ0451_STAMPING: 104 DOR 1970 4995
 GQ0451_MARK LOGO: USGS  
 GQ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0451
 GQ0451  HISTORY     - Date     Condition        Report By
 GQ0451  HISTORY     - 1970     MONUMENTED       USGS
 GQ0451
 GQ0451                          STATION DESCRIPTION
 GQ0451
 GQ0451'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0451'43.8 KM (27.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0451'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0451'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0451'ROAD TO THE ARIZONA STATE LINE, CONTINUE 20.5 MILES SOUTH ALONG MT.
 GQ0451'TRUMBULL ROAD TO A Y-ROAD SOUTHWEST LEADING TO LITTLE WOLF SPRINGS,
 GQ0451'60 FEET SOUTHEAST OF THE Y-ROAD SOUTHWEST, 60 FEET WEST OF THE ROAD.
 GQ0451'ROD DEPTH UNKNOWN.
 GQ0451'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0451'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0845 ***********************************************************************
 FQ0845  DESIGNATION -  104 DOR
 FQ0845  PID         -  FQ0845
 FQ0845  STATE/COUNTY-  AZ/COCONINO
 FQ0845  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0845
 FQ0845                         *CURRENT SURVEY CONTROL
 FQ0845  ___________________________________________________________________
 FQ0845* NAD 83(1986)-  35 30 40.     (N)    110 55 54.     (W)     SCALED    
 FQ0845* NAVD 88     -      1488.154  (meters)    4882.39   (feet)  POSTED    
 FQ0845  ___________________________________________________________________
 FQ0845  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0845  DYNAMIC HT  -        1486.250 (meters)    4876.14  (feet)  COMP
 FQ0845  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 FQ0845
 FQ0845  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0845
 FQ0845.The horizontal coordinates were scaled from a topographic map and have
 FQ0845.an estimated accuracy of +/- 6 seconds.
 FQ0845
 FQ0845.The orthometric height was determined by differential leveling
 FQ0845.and adjusted by the National Geodetic Survey in 1992..
 FQ0845.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0845.rate of 0.0 thru 1.0 mm/km.
 FQ0845
 FQ0845.The geoid height was determined by GEOID03.
 FQ0845
 FQ0845.The dynamic height is computed by dividing the NAVD 88
 FQ0845.geopotential number by the normal gravity value computed on the
 FQ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0845.degrees latitude (g = 980.6199 gals.).
 FQ0845
 FQ0845.The modeled gravity was interpolated from observed gravity values.
 FQ0845
 FQ0845;                    North         East    Units  Estimated Accuracy
 FQ0845;SPC AZ C     -   500,720.      302,710.      MT  (+/- 180 meters Scaled)
 FQ0845
 FQ0845                          SUPERSEDED SURVEY CONTROL
 FQ0845
 FQ0845  NGVD 29 (??/??/92) 1487.40   (m)         4879.9    (f) COMPUTED    2 2
 FQ0845
 FQ0845.Superseded values are not recommended for survey control.
 FQ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0845.See file dsdata.txt to determine how the superseded data were derived.
 FQ0845
 FQ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE061297(NAD 83)
 FQ0845_MARKER: DB = BENCH MARK DISK
 FQ0845_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0845_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0845_STAMPING: 104 DOR 1965 4880
 FQ0845_MARK LOGO: USGS  
 FQ0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0845+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1968
 FQ0845
 FQ0845  HISTORY     - Date     Condition        Report By
 FQ0845  HISTORY     - 1965     MONUMENTED       USGS
 FQ0845  HISTORY     - 19680613 GOOD             USGS
 FQ0845
 FQ0845                          STATION DESCRIPTION
 FQ0845
 FQ0845'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0845'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0845'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0845'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 2.75
 FQ0845'MILES NORTHWEST, 0.2 MILES SOUTHWEST OF A GROUP OF HOUSES AND HOGANS,
 FQ0845'0.1 MILE NORTHWEST NORTHWEST OF THE JUNCTION OF A Y-ROAD NORTH, 43
 FQ0845'FEET NORTHEAST AND 2 FEET HIGHER THAN THE CENTER OF THE ROAD, 2.5
 FQ0845'FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0672 ***********************************************************************
 GP0672  DESIGNATION -  104 DOR
 GP0672  PID         -  GP0672
 GP0672  STATE/COUNTY-  AZ/COCONINO
 GP0672  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0672
 GP0672                         *CURRENT SURVEY CONTROL
 GP0672  ___________________________________________________________________
 GP0672* NAD 83(1986)-  36 31 53.     (N)    110 49 57.     (W)     SCALED    
 GP0672* NAVD 88     -      1870.304  (meters)    6136.16   (feet)  ADJUSTED  
 GP0672  ___________________________________________________________________
 GP0672  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 GP0672  DYNAMIC HT  -        1867.974 (meters)    6128.51  (feet)  COMP
 GP0672  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 GP0672
 GP0672  VERT ORDER  -  SECOND    CLASS 0
 GP0672
 GP0672.The horizontal coordinates were scaled from a topographic map and have
 GP0672.an estimated accuracy of +/- 6 seconds.
 GP0672
 GP0672.The orthometric height was determined by differential leveling
 GP0672.and adjusted by the National Geodetic Survey in June 1991..
 GP0672
 GP0672.The geoid height was determined by GEOID03.
 GP0672
 GP0672.The dynamic height is computed by dividing the NAVD 88
 GP0672.geopotential number by the normal gravity value computed on the
 GP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0672.degrees latitude (g = 980.6199 gals.).
 GP0672
 GP0672.The modeled gravity was interpolated from observed gravity values.
 GP0672
 GP0672;                    North         East    Units  Estimated Accuracy
 GP0672;SPC AZ C     -   614,020.      310,440.      MT  (+/- 180 meters Scaled)
 GP0672
 GP0672                          SUPERSEDED SURVEY CONTROL
 GP0672
 GP0672.No superseded survey control is available for this station.
 GP0672
 GP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF149429(NAD 83)
 GP0672_MARKER: DB = BENCH MARK DISK
 GP0672_SETTING: 66 = SET IN ROCK OUTCROP
 GP0672_SP_SET: ROCK OUTCROP
 GP0672_STAMPING: 104 DOR 1969 6133
 GP0672_MARK LOGO: USGS  
 GP0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0672+STABILITY: POSITION/ELEVATION WELL
 GP0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0672+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0672
 GP0672  HISTORY     - Date     Condition        Report By
 GP0672  HISTORY     - 1969     MONUMENTED       USGS
 GP0672
 GP0672                          STATION DESCRIPTION
 GP0672
 GP0672'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0672'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0672'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0672'NORTH, THENCE 11.2 MILES NORTH AND NORTHEAST TO THE TOP OF A SLIGHT
 GP0672'RISE, 0.5 MILES SOUTHEAST OF A GROUP OF HOUSES, 130 FEET EAST OF A
 GP0672'TELEPHONE LINE, 80 FEET EAST AND 6 FEET LOWER THAN THE ROAD, 3 FEET
 GP0672'WEST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0454 ***********************************************************************
 DV0454  DESIGNATION -  104 Z
 DV0454  PID         -  DV0454
 DV0454  STATE/COUNTY-  AZ/MARICOPA
 DV0454  USGS QUAD   -  FOWLER (1982)
 DV0454
 DV0454                         *CURRENT SURVEY CONTROL
 DV0454  ___________________________________________________________________
 DV0454* NAD 83(1986)-  33 24 29.     (N)    112 14 16.     (W)     SCALED    
 DV0454* NAVD 88     -       301.63   (+/-2cm)     989.6    (feet)  VERTCON   
 DV0454  ___________________________________________________________________
 DV0454  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0454
 DV0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0454
 DV0454.The horizontal coordinates were scaled from a topographic map and have
 DV0454.an estimated accuracy of +/- 6 seconds.
 DV0454
 DV0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0454.The vertical order pertains to the NGVD 29 superseded value.
 DV0454
 DV0454.The geoid height was determined by GEOID03.
 DV0454
 DV0454;                    North         East    Units  Estimated Accuracy
 DV0454;SPC AZ C     -   267,050.      183,490.      MT  (+/- 180 meters Scaled)
 DV0454
 DV0454                          SUPERSEDED SURVEY CONTROL
 DV0454
 DV0454  NGVD 29 (??/??/92)  300.989  (m)          987.49   (f) ADJ UNCH    2 0
 DV0454
 DV0454.Superseded values are not recommended for survey control.
 DV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0454.See file dsdata.txt to determine how the superseded data were derived.
 DV0454
 DV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849972(NAD 83)
 DV0454_MARKER: DD = SURVEY DISK
 DV0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0454_STAMPING: 104 Z 1962
 DV0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0454+STABILITY: SURFACE MOTION
 DV0454
 DV0454  HISTORY     - Date     Condition        Report By
 DV0454  HISTORY     - 1962     MONUMENTED       AZHD
 DV0454  HISTORY     - 1962     GOOD             NGS
 DV0454  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0454
 DV0454                          STATION DESCRIPTION
 DV0454
 DV0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0454'9.1 MI SW FROM PHOENIX.
 DV0454'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0454'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0454'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0454'AVENUE THEN WEST ON BROADWAY FOR 3 MILES TO THE JUNCTION OF BROADWAY
 DV0454'AND 83RD AVENUE.  THE MARK IS LOCATED 2.4 FT. SOUTH OF A WITNESS POST,
 DV0454'30 FT. EAST OF THE CENTER OF 83RD AVENUE, 30 FT SOUTH OF CENTER OF
 DV0454'BROADWAY, FT. SOUTHWEST OF FENCECORNER. THE MARK IS A DISK SET IN TOP
 DV0454'OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0454
 DV0454                          STATION RECOVERY (1992)
 DV0454
 DV0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0454'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0454'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0774 ***********************************************************************
 DW0774  DESIGNATION -  1042.20
 DW0774  PID         -  DW0774
 DW0774  STATE/COUNTY-  AZ/LA PAZ
 DW0774  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0774
 DW0774                         *CURRENT SURVEY CONTROL
 DW0774  ___________________________________________________________________
 DW0774* NAD 83(1986)-  33 38 52.     (N)    114 17 11.     (W)     SCALED    
 DW0774* NAVD 88     -       318.398  (meters)    1044.61   (feet)  ADJUSTED  
 DW0774  ___________________________________________________________________
 DW0774  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DW0774  DYNAMIC HT  -         318.040 (meters)    1043.44  (feet)  COMP
 DW0774  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DW0774
 DW0774  VERT ORDER  -  FIRST     CLASS II
 DW0774
 DW0774.The horizontal coordinates were scaled from a topographic map and have
 DW0774.an estimated accuracy of +/- 6 seconds.
 DW0774
 DW0774.The orthometric height was determined by differential leveling
 DW0774.and adjusted by the National Geodetic Survey in June 1991..
 DW0774
 DW0774.The geoid height was determined by GEOID03.
 DW0774
 DW0774.The dynamic height is computed by dividing the NAVD 88
 DW0774.geopotential number by the normal gravity value computed on the
 DW0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0774.degrees latitude (g = 980.6199 gals.).
 DW0774
 DW0774.The modeled gravity was interpolated from observed gravity values.
 DW0774
 DW0774;                    North         East    Units  Estimated Accuracy
 DW0774;SPC AZ W     -   293,730.      163,610.      MT  (+/- 180 meters Scaled)
 DW0774
 DW0774                          SUPERSEDED SURVEY CONTROL
 DW0774
 DW0774  NGVD 29 (??/??/??)  317.712  (m)         1042.36   (f) ADJUSTED    1 2
 DW0774
 DW0774.Superseded values are not recommended for survey control.
 DW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0774.See file dsdata.txt to determine how the superseded data were derived.
 DW0774
 DW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT516264(NAD 83)
 DW0774_MARKER: DD = SURVEY DISK
 DW0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0774_SP_SET: HEADWALL
 DW0774_STAMPING: 1042.20 820+55
 DW0774_MARK LOGO: AZHD  
 DW0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0774
 DW0774  HISTORY     - Date     Condition        Report By
 DW0774  HISTORY     - UNK      MONUMENTED       AZHD
 DW0774  HISTORY     - 1934     GOOD             NGS
 DW0774  HISTORY     - 1981     GOOD             NGS
 DW0774
 DW0774                          STATION DESCRIPTION
 DW0774
 DW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0774'3.2 MI W FROM QUARTZSITE.
 DW0774'3.2 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0774'COUNTY, AT STATION 820+55, AT A CONCRETE CULVERT, AND IN THE
 DW0774'CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DW0774'DEPARTMENT STANDARD DISK, STAMPED 1042.20 820+55.
 DW0774
 DW0774                          STATION RECOVERY (1981)
 DW0774
 DW0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0774'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0774'95 OVERPASS IN QUARTZSITE, THENCE 4.7 KM (2.95 MI) WEST ALONG OLD U.S.
 DW0774'HIGHWAY 60, IN TOP OF THE SOUTH HEADWALL OF A 36-INCH CORRUGATED PIPE
 DW0774'CULVERT UNDER THE HIGHWAY, 5.6 METERS (18.5 FT) SOUTH OF THE
 DW0774'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1689 ***********************************************************************
 DV1689  DESIGNATION -  1042.71
 DV1689  PID         -  DV1689
 DV1689  STATE/COUNTY-  AZ/MARICOPA
 DV1689  USGS QUAD   -  TOLLESON (1982)
 DV1689
 DV1689                         *CURRENT SURVEY CONTROL
 DV1689  ___________________________________________________________________
 DV1689* NAD 83(1986)-  33 27 40.     (N)    112 16 20.     (W)     SCALED    
 DV1689* NAVD 88     -       318.462  (meters)    1044.82   (feet)  ADJUSTED  
 DV1689  ___________________________________________________________________
 DV1689  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1689  DYNAMIC HT  -         318.089 (meters)    1043.60  (feet)  COMP
 DV1689  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1689
 DV1689  VERT ORDER  -  SECOND    CLASS I
 DV1689
 DV1689.The horizontal coordinates were scaled from a topographic map and have
 DV1689.an estimated accuracy of +/- 6 seconds.
 DV1689
 DV1689.The orthometric height was determined by differential leveling
 DV1689.and adjusted by the National Geodetic Survey in November 1993..
 DV1689
 DV1689.The geoid height was determined by GEOID03.
 DV1689
 DV1689.The dynamic height is computed by dividing the NAVD 88
 DV1689.geopotential number by the normal gravity value computed on the
 DV1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1689.degrees latitude (g = 980.6199 gals.).
 DV1689
 DV1689.The modeled gravity was interpolated from observed gravity values.
 DV1689
 DV1689;                    North         East    Units  Estimated Accuracy
 DV1689;SPC AZ C     -   272,940.      180,310.      MT  (+/- 180 meters Scaled)
 DV1689
 DV1689                          SUPERSEDED SURVEY CONTROL
 DV1689
 DV1689.No superseded survey control is available for this station.
 DV1689
 DV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1689_MARKER: DB = BENCH MARK DISK
 DV1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1689_SP_SET: CONCRETE OVERPASS
 DV1689_STAMPING: 1042.71 1981
 DV1689_MARK LOGO: AZDT  
 DV1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1689+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1689
 DV1689  HISTORY     - Date     Condition        Report By
 DV1689  HISTORY     - 1981     MONUMENTED       AZDT
 DV1689  HISTORY     - 1982     GOOD             AZDT
 DV1689  HISTORY     - 20060324 GOOD             USPSQD
 DV1689
 DV1689                          STATION DESCRIPTION
 DV1689
 DV1689'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1689'IN TOLLESON.
 DV1689'IN TOLLESON, THE STATION IS CEMENTED IN THE SOUTHEAST CONCRETE
 DV1689'HANDRAIL OF THE EAST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1689'STANDARD AZDT ALUMINIUM CAP.
 DV1689
 DV1689                          STATION RECOVERY (2006)
 DV1689
 DV1689'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1688 ***********************************************************************
 DV1688  DESIGNATION -  1042.72
 DV1688  PID         -  DV1688
 DV1688  STATE/COUNTY-  AZ/MARICOPA
 DV1688  USGS QUAD   -  TOLLESON (1982)
 DV1688
 DV1688                         *CURRENT SURVEY CONTROL
 DV1688  ___________________________________________________________________
 DV1688* NAD 83(1986)-  33 27 40.     (N)    112 16 20.     (W)     SCALED    
 DV1688* NAVD 88     -       318.470  (meters)    1044.85   (feet)  ADJUSTED  
 DV1688  ___________________________________________________________________
 DV1688  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1688  DYNAMIC HT  -         318.097 (meters)    1043.62  (feet)  COMP
 DV1688  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1688
 DV1688  VERT ORDER  -  SECOND    CLASS I
 DV1688
 DV1688.The horizontal coordinates were scaled from a topographic map and have
 DV1688.an estimated accuracy of +/- 6 seconds.
 DV1688
 DV1688.The orthometric height was determined by differential leveling
 DV1688.and adjusted by the National Geodetic Survey in November 1993..
 DV1688
 DV1688.The geoid height was determined by GEOID03.
 DV1688
 DV1688.The dynamic height is computed by dividing the NAVD 88
 DV1688.geopotential number by the normal gravity value computed on the
 DV1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1688.degrees latitude (g = 980.6199 gals.).
 DV1688
 DV1688.The modeled gravity was interpolated from observed gravity values.
 DV1688
 DV1688;                    North         East    Units  Estimated Accuracy
 DV1688;SPC AZ C     -   272,940.      180,310.      MT  (+/- 180 meters Scaled)
 DV1688
 DV1688                          SUPERSEDED SURVEY CONTROL
 DV1688
 DV1688.No superseded survey control is available for this station.
 DV1688
 DV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1688_MARKER: DB = BENCH MARK DISK
 DV1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1688_SP_SET: CONCRETE OVERPASS
 DV1688_STAMPING: 1042.72 1981
 DV1688_MARK LOGO: AZDT  
 DV1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1688+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1688
 DV1688  HISTORY     - Date     Condition        Report By
 DV1688  HISTORY     - 1981     MONUMENTED       AZDT
 DV1688  HISTORY     - 1982     GOOD             AZDT
 DV1688  HISTORY     - 20060324 GOOD             USPSQD
 DV1688
 DV1688                          STATION DESCRIPTION
 DV1688
 DV1688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1688'IN TOLLESON.
 DV1688'IN TOLLESON, THE STATION IS CEMENTED IN THE NORTHWEST CONCRETE
 DV1688'HANDRAIL OF THE WEST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1688'STANDARD AZDT ALUMINIUM CAP.
 DV1688
 DV1688                          STATION RECOVERY (2006)
 DV1688
 DV1688'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1691 ***********************************************************************
 DV1691  DESIGNATION -  1043.88
 DV1691  PID         -  DV1691
 DV1691  STATE/COUNTY-  AZ/MARICOPA
 DV1691  USGS QUAD   -  TOLLESON (1982)
 DV1691
 DV1691                         *CURRENT SURVEY CONTROL
 DV1691  ___________________________________________________________________
 DV1691* NAD 83(1986)-  33 27 41.     (N)    112 16 20.     (W)     SCALED    
 DV1691* NAVD 88     -       318.822  (meters)    1046.00   (feet)  ADJUSTED  
 DV1691  ___________________________________________________________________
 DV1691  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1691  DYNAMIC HT  -         318.448 (meters)    1044.77  (feet)  COMP
 DV1691  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1691
 DV1691  VERT ORDER  -  SECOND    CLASS I
 DV1691
 DV1691.The horizontal coordinates were scaled from a topographic map and have
 DV1691.an estimated accuracy of +/- 6 seconds.
 DV1691
 DV1691.The orthometric height was determined by differential leveling
 DV1691.and adjusted by the National Geodetic Survey in November 1993..
 DV1691
 DV1691.The geoid height was determined by GEOID03.
 DV1691
 DV1691.The dynamic height is computed by dividing the NAVD 88
 DV1691.geopotential number by the normal gravity value computed on the
 DV1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1691.degrees latitude (g = 980.6199 gals.).
 DV1691
 DV1691.The modeled gravity was interpolated from observed gravity values.
 DV1691
 DV1691;                    North         East    Units  Estimated Accuracy
 DV1691;SPC AZ C     -   272,980.      180,310.      MT  (+/- 180 meters Scaled)
 DV1691
 DV1691                          SUPERSEDED SURVEY CONTROL
 DV1691
 DV1691.No superseded survey control is available for this station.
 DV1691
 DV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1691_MARKER: DB = BENCH MARK DISK
 DV1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1691_SP_SET: CONCRETE OVERPASS
 DV1691_STAMPING: 1043.88 1981
 DV1691_MARK LOGO: AZDT  
 DV1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1691+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1691
 DV1691  HISTORY     - Date     Condition        Report By
 DV1691  HISTORY     - 1981     MONUMENTED       AZDT
 DV1691  HISTORY     - 1982     GOOD             AZDT
 DV1691  HISTORY     - 20060324 GOOD             USPSQD
 DV1691
 DV1691                          STATION DESCRIPTION
 DV1691
 DV1691'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1691'IN TOLLESON.
 DV1691'IN TOLLESON, THE STATION IS CEMENTED IN THE SOUTHEAST CONCRETE
 DV1691'HANDRAIL OF THE WEST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1691'STANDARD AZDT ALUMINIUM CAP.
 DV1691
 DV1691                          STATION RECOVERY (2006)
 DV1691
 DV1691'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1690 ***********************************************************************
 DV1690  DESIGNATION -  1043.91
 DV1690  PID         -  DV1690
 DV1690  STATE/COUNTY-  AZ/MARICOPA
 DV1690  USGS QUAD   -  TOLLESON (1982)
 DV1690
 DV1690                         *CURRENT SURVEY CONTROL
 DV1690  ___________________________________________________________________
 DV1690* NAD 83(1986)-  33 27 41.     (N)    112 16 20.     (W)     SCALED    
 DV1690* NAVD 88     -       318.839  (meters)    1046.06   (feet)  ADJUSTED  
 DV1690  ___________________________________________________________________
 DV1690  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1690  DYNAMIC HT  -         318.465 (meters)    1044.83  (feet)  COMP
 DV1690  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1690
 DV1690  VERT ORDER  -  SECOND    CLASS I
 DV1690
 DV1690.The horizontal coordinates were scaled from a topographic map and have
 DV1690.an estimated accuracy of +/- 6 seconds.
 DV1690
 DV1690.The orthometric height was determined by differential leveling
 DV1690.and adjusted by the National Geodetic Survey in November 1993..
 DV1690
 DV1690.The geoid height was determined by GEOID03.
 DV1690
 DV1690.The dynamic height is computed by dividing the NAVD 88
 DV1690.geopotential number by the normal gravity value computed on the
 DV1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1690.degrees latitude (g = 980.6199 gals.).
 DV1690
 DV1690.The modeled gravity was interpolated from observed gravity values.
 DV1690
 DV1690;                    North         East    Units  Estimated Accuracy
 DV1690;SPC AZ C     -   272,980.      180,310.      MT  (+/- 180 meters Scaled)
 DV1690
 DV1690                          SUPERSEDED SURVEY CONTROL
 DV1690
 DV1690.No superseded survey control is available for this station.
 DV1690
 DV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1690_MARKER: DB = BENCH MARK DISK
 DV1690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1690_SP_SET: CONCRETE OVERPASS
 DV1690_STAMPING: 1043.91 1981
 DV1690_MARK LOGO: AZDT  
 DV1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1690+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1690
 DV1690  HISTORY     - Date     Condition        Report By
 DV1690  HISTORY     - 1981     MONUMENTED       AZDT
 DV1690  HISTORY     - 1982     GOOD             AZDT
 DV1690  HISTORY     - 20060324 GOOD             USPSQD
 DV1690
 DV1690                          STATION DESCRIPTION
 DV1690
 DV1690'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1690'IN TOLLESON.
 DV1690'IN TOLLESON, THE STATION IS CEMENTED IN THE NORTHWEST CONCRETE
 DV1690'HANDRAIL OF THE EAST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1690'STANDARD AZDT ALUMINIUM CAP.
 DV1690
 DV1690                          STATION RECOVERY (2006)
 DV1690
 DV1690'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0040 ***********************************************************************
 DU0040  DESIGNATION -  1046+80
 DU0040  PID         -  DU0040
 DU0040  STATE/COUNTY-  AZ/GILA
 DU0040  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0040
 DU0040                         *CURRENT SURVEY CONTROL
 DU0040  ___________________________________________________________________
 DU0040* NAD 83(1986)-  33 51 01.     (N)    110 25 19.     (W)     SCALED    
 DU0040* NAVD 88     -      1477.289  (meters)    4846.74   (feet)  ADJUSTED  
 DU0040  ___________________________________________________________________
 DU0040  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DU0040  DYNAMIC HT  -        1475.179 (meters)    4839.82  (feet)  COMP
 DU0040  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DU0040
 DU0040  VERT ORDER  -  FIRST     CLASS II
 DU0040
 DU0040.The horizontal coordinates were scaled from a topographic map and have
 DU0040.an estimated accuracy of +/- 6 seconds.
 DU0040
 DU0040.The orthometric height was determined by differential leveling
 DU0040.and adjusted by the National Geodetic Survey in June 1991..
 DU0040.WARNING-Repeat measurements at this control monument indicate possible
 DU0040.vertical movement.
 DU0040
 DU0040.The geoid height was determined by GEOID03.
 DU0040
 DU0040.The dynamic height is computed by dividing the NAVD 88
 DU0040.geopotential number by the normal gravity value computed on the
 DU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0040.degrees latitude (g = 980.6199 gals.).
 DU0040
 DU0040.The modeled gravity was interpolated from observed gravity values.
 DU0040
 DU0040;                    North         East    Units  Estimated Accuracy
 DU0040;SPC AZ E     -   316,080.      189,740.      MT  (+/- 180 meters Scaled)
 DU0040
 DU0040                          SUPERSEDED SURVEY CONTROL
 DU0040
 DU0040  NGVD 29 (??/??/92) 1476.575  (m)         4844.40   (f) ADJ UNCH    1 2
 DU0040
 DU0040.Superseded values are not recommended for survey control.
 DU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0040.See file dsdata.txt to determine how the superseded data were derived.
 DU0040
 DU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC534457(NAD 83)
 DU0040_MARKER: DD = SURVEY DISK
 DU0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0040_SP_SET: CULVERT
 DU0040_STAMPING: 1046+80 4846.06 46 4845 1947 36
 DU0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0040
 DU0040  HISTORY     - Date     Condition        Report By
 DU0040  HISTORY     - 1947     MONUMENTED       AZHD
 DU0040  HISTORY     - 1960     GOOD             NGS
 DU0040  HISTORY     - 1979     GOOD             NGS
 DU0040
 DU0040                          STATION DESCRIPTION
 DU0040
 DU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0040'14.35 MI NE FROM SENECA.
 DU0040'ABOUT 14.35 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0040'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0040'THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A 36-INCH
 DU0040'CULVERT, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8
 DU0040'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0040
 DU0040                          STATION RECOVERY (1979)
 DU0040
 DU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0040'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0040'IN SALT RIVER CANYON, 0.1 MILE NORTHEAST OF MILE POST 301, SET IN THE
 DU0040'TOP OF THE WEST HEADWALL OF A 36-INCH CONCRETE CULVERT, 31 FEET WEST
 DU0040'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU0040'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0040'THE MARK IS 8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1346 ***********************************************************************
 DV1346  DESIGNATION -  1048.44
 DV1346  PID         -  DV1346
 DV1346  STATE/COUNTY-  AZ/MARICOPA
 DV1346  USGS QUAD   -  PERRYVILLE (1982)
 DV1346
 DV1346                         *CURRENT SURVEY CONTROL
 DV1346  ___________________________________________________________________
 DV1346* NAD 83(1986)-  33 27 40.     (N)    112 26 40.     (W)     SCALED    
 DV1346* NAVD 88     -       320.131  (meters)    1050.30   (feet)  ADJUSTED  
 DV1346  ___________________________________________________________________
 DV1346  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1346  DYNAMIC HT  -         319.763 (meters)    1049.09  (feet)  COMP
 DV1346  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1346
 DV1346  VERT ORDER  -  FIRST     CLASS II
 DV1346
 DV1346.The horizontal coordinates were scaled from a topographic map and have
 DV1346.an estimated accuracy of +/- 6 seconds.
 DV1346
 DV1346.The orthometric height was determined by differential leveling
 DV1346.and adjusted by the National Geodetic Survey in November 1993..
 DV1346
 DV1346.The geoid height was determined by GEOID03.
 DV1346
 DV1346.The dynamic height is computed by dividing the NAVD 88
 DV1346.geopotential number by the normal gravity value computed on the
 DV1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1346.degrees latitude (g = 980.6199 gals.).
 DV1346
 DV1346.The modeled gravity was interpolated from observed gravity values.
 DV1346
 DV1346;                    North         East    Units  Estimated Accuracy
 DV1346;SPC AZ C     -   273,010.      164,300.      MT  (+/- 180 meters Scaled)
 DV1346
 DV1346                          SUPERSEDED SURVEY CONTROL
 DV1346
 DV1346.No superseded survey control is available for this station.
 DV1346
 DV1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC657033(NAD 83)
 DV1346_MARKER: DB = BENCH MARK DISK
 DV1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1346_SP_SET: CONCRETE BRIDGE
 DV1346_STAMPING: 1048.44
 DV1346_MARK LOGO: AZDT  
 DV1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1346
 DV1346  HISTORY     - Date     Condition        Report By
 DV1346  HISTORY     - UNK      MONUMENTED       AZDT
 DV1346  HISTORY     - 1981     GOOD             AZDT
 DV1346
 DV1346                          STATION DESCRIPTION
 DV1346
 DV1346'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1346'7.0 MI NW FROM GOODYEAR.
 DV1346'6.0 MI (9.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1346'INTERSECTION OF DYSART ROAD TO CITRUS ROAD OVERPASS AND THE MARK.  A
 DV1346'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHEAST DADO OF THE
 DV1346'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1345 ***********************************************************************
 DV1345  DESIGNATION -  1048.72
 DV1345  PID         -  DV1345
 DV1345  STATE/COUNTY-  AZ/MARICOPA
 DV1345  USGS QUAD   -  PERRYVILLE (1982)
 DV1345
 DV1345                         *CURRENT SURVEY CONTROL
 DV1345  ___________________________________________________________________
 DV1345* NAD 83(1986)-  33 27 40.     (N)    112 26 40.     (W)     SCALED    
 DV1345* NAVD 88     -       320.217  (meters)    1050.58   (feet)  ADJUSTED  
 DV1345  ___________________________________________________________________
 DV1345  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1345  DYNAMIC HT  -         319.849 (meters)    1049.37  (feet)  COMP
 DV1345  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1345
 DV1345  VERT ORDER  -  FIRST     CLASS II
 DV1345
 DV1345.The horizontal coordinates were scaled from a topographic map and have
 DV1345.an estimated accuracy of +/- 6 seconds.
 DV1345
 DV1345.The orthometric height was determined by differential leveling
 DV1345.and adjusted by the National Geodetic Survey in November 1993..
 DV1345
 DV1345.The geoid height was determined by GEOID03.
 DV1345
 DV1345.The dynamic height is computed by dividing the NAVD 88
 DV1345.geopotential number by the normal gravity value computed on the
 DV1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1345.degrees latitude (g = 980.6199 gals.).
 DV1345
 DV1345.The modeled gravity was interpolated from observed gravity values.
 DV1345
 DV1345;                    North         East    Units  Estimated Accuracy
 DV1345;SPC AZ C     -   273,010.      164,300.      MT  (+/- 180 meters Scaled)
 DV1345
 DV1345                          SUPERSEDED SURVEY CONTROL
 DV1345
 DV1345.No superseded survey control is available for this station.
 DV1345
 DV1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC657033(NAD 83)
 DV1345_MARKER: DB = BENCH MARK DISK
 DV1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1345_SP_SET: CONCRETE BRIDGE
 DV1345_STAMPING: 1048.72
 DV1345_MARK LOGO: AZDT  
 DV1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1345
 DV1345  HISTORY     - Date     Condition        Report By
 DV1345  HISTORY     - UNK      MONUMENTED       AZDT
 DV1345  HISTORY     - 1981     GOOD             AZDT
 DV1345
 DV1345                          STATION DESCRIPTION
 DV1345
 DV1345'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1345'7.0 MI NW FROM GOODYEAR.
 DV1345'6.0 MI (9.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1345'INTERSECTION OF DYSART ROAD TO CITRUS ROAD OVERPASS AND THE MARK.  A
 DV1345'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1345'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1434 ***********************************************************************
 DU1434  DESIGNATION -  104TH
 DU1434  PID         -  DU1434
 DU1434  STATE/COUNTY-  AZ/MARICOPA
 DU1434  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1434
 DU1434                         *CURRENT SURVEY CONTROL
 DU1434  ___________________________________________________________________
 DU1434* NAD 83(1992)-  33 23 11.32509(N)    111 36 21.60814(W)     ADJUSTED  
 DU1434* NAVD 88     -       462.556  (meters)    1517.57   (feet)  ADJUSTED  
 DU1434  ___________________________________________________________________
 DU1434  X           -  -1,963,127.504 (meters)                     COMP
 DU1434  Y           -  -4,956,776.908 (meters)                     COMP
 DU1434  Z           -   3,490,066.342 (meters)                     COMP
 DU1434  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DU1434  ELLIP HEIGHT-         433.00  (meters)          (06/11/02) GPS OBS
 DU1434  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1434  DYNAMIC HT  -         462.001 (meters)    1515.75  (feet)  COMP
 DU1434  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 DU1434
 DU1434  HORZ ORDER  -  SECOND
 DU1434  VERT ORDER  -  FIRST     CLASS I
 DU1434  ELLP ORDER  -  FOURTH    CLASS II
 DU1434
 DU1434.The horizontal coordinates were established by classical geodetic methods
 DU1434.and adjusted by the National Geodetic Survey in August 1993..
 DU1434
 DU1434.The orthometric height was determined by differential leveling
 DU1434.and adjusted by the National Geodetic Survey in November 1993..
 DU1434
 DU1434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1434
 DU1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1434
 DU1434.The ellipsoidal height was determined by GPS observations
 DU1434.and is referenced to NAD 83.
 DU1434
 DU1434.The geoid height was determined by GEOID03.
 DU1434
 DU1434.The dynamic height is computed by dividing the NAVD 88
 DU1434.geopotential number by the normal gravity value computed on the
 DU1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1434.degrees latitude (g = 980.6199 gals.).
 DU1434
 DU1434.The modeled gravity was interpolated from observed gravity values.
 DU1434
 DU1434;                    North         East     Units Scale Factor Converg.
 DU1434;SPC AZ C     -   264,653.971   242,262.516   MT  0.99991030   +0 10 15.4
 DU1434;SPC AZ C     -   868,287.31    794,824.53   iFT  0.99991030   +0 10 15.4
 DU1434;UTM  12      - 3,694,297.419   443,637.473   MT  0.99963916   -0 20 00.5
 DU1434
 DU1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1434!SPC AZ C     -   0.99993203  x   0.99991030  =   0.99984233
 DU1434!UTM  12      -   0.99993203  x   0.99963916  =   0.99957121
 DU1434
 DU1434|---------------------------------------------------------------------|
 DU1434| PID    Reference Object                     Distance      Geod. Az  |
 DU1434|                                                           dddmmss.s |
 DU1434| DU1435 104TH RM 1                           12.930 METERS 08948     |
 DU1434| DU1433 104TH RM 2                           13.079 METERS 27001     |
 DU1434| DU1423 96TH                                APPROX. 1.7 KM 2700328.5 |
 DU1434|---------------------------------------------------------------------|
 DU1434
 DU1434                          SUPERSEDED SURVEY CONTROL
 DU1434
 DU1434  ELLIP H (08/23/93)  433.05   (m)                       GP(       ) 4 2
 DU1434  NAD 83(1986)-  33 23 11.32128(N)    111 36 21.61070(W) AD(       ) 2
 DU1434  NAD 27      -  33 23 11.14597(N)    111 36 19.12834(W) AD(       ) 2
 DU1434  NGVD 29 (??/??/92)  462.470  (m)         1517.29   (f) ADJ UNCH    1 1
 DU1434
 DU1434.Superseded values are not recommended for survey control.
 DU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1434.See file dsdata.txt to determine how the superseded data were derived.
 DU1434
 DU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4363794297(NAD 83)
 DU1434_MARKER: DD = SURVEY DISK
 DU1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1434_SP_SET: CONCRETE POST
 DU1434_STAMPING: 104TH P M GS
 DU1434_MARK LOGO: AZHD  
 DU1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1434+STABILITY: SURFACE MOTION
 DU1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1434+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1434
 DU1434  HISTORY     - Date     Condition        Report By
 DU1434  HISTORY     - 1974     MONUMENTED       AZDT
 DU1434  HISTORY     - 1975     GOOD             AZDT
 DU1434  HISTORY     - 1984     GOOD             AZDT
 DU1434  HISTORY     - 1986     GOOD             AZDT
 DU1434
 DU1434                          STATION DESCRIPTION
 DU1434
 DU1434'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1434'THE STATION IS LOCATED ABOUT 3.9 MILES WEST SOUTHWEST OF APACHE
 DU1434'JCT. AND 13.5 MILES EAST SOUTHEAST OF MESA ALONG THE SUPERSTITION
 DU1434'FREEWAY CENTERLINE.
 DU1434'
 DU1434'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 DU1434'WITH THE GROUND.  THE STATION MARK IS 2.5 FEET WEST SOUTHWEST
 DU1434'OF A WITNESS POST.
 DU1434'
 DU1434'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1434'PROJECTING 0.4 FEET.
 DU1434'
 DU1434'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1434'PROJECTING 0.4 FEET.
 DU1434'
 DU1434'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1434'STATE ROUTE 88 AT APACHE JCT., GO WEST ON U.S. 60, 80, AND 89 FOR
 DU1434'3.3 MILES TO 104TH STREET, GO SOUTH ON 104TH STREET CROSSING
 DU1434'BROADWAY AND CONTINUE SOUTH ON MAIN TRAVELED TRAIL FOR 0.3 MILES
 DU1434'TO A CROSS TRAIL, CONTINUE SOUTH CROSSING ANOTHER EAST-WEST TRAIL
 DU1434'FOR 0.75 MILES TO A EAST-WEST TRAIL AND TURN RIGHT (WEST) ON
 DU1434'TRAIL FOR 200 FEET TO A NORTH-SOUTH POWER LINE ROAD.  TURN LEFT
 DU1434'(SOUTHERLY) ON POWER LINE ROAD FOR 0.5 MILES TO STATION WHICH IS
 DU1434'200 FEET ON WEST SIDE OF THE ROAD.
 DU1434'
 DU1434'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1434
 DU1434                          STATION RECOVERY (1975)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1434'7.45 MI SE FROM BUCKHORN.
 DU1434'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1434'ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  190 FT. FROM A
 DU1434'TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  3 FT. NORTHWEST OF A
 DU1434'P AND M SURVEY SIGN.  7 FT. SOUTH OF A TRACK ROAD. SUPERSTITION
 DU1434'FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1434'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.05 FT.
 DU1434
 DU1434                          STATION RECOVERY (1984)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1434'RECOVERED IN GOOD CONDITION.
 DU1434
 DU1434                          STATION RECOVERY (1986)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1434'THE STATION WAS RECOVERED AT THIS DATE.
 DU1434'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1434'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1435 ***********************************************************************
 DU1435  DESIGNATION -  104TH RM 1
 DU1435  PID         -  DU1435
 DU1435  STATE/COUNTY-  AZ/MARICOPA
 DU1435  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1435
 DU1435                         *CURRENT SURVEY CONTROL
 DU1435  ___________________________________________________________________
 DU1435* NAD 83(1986)-  33 23 12.     (N)    111 36 26.     (W)     SCALED    
 DU1435* NAVD 88     -       462.750  (meters)    1518.21   (feet)  ADJUSTED  
 DU1435  ___________________________________________________________________
 DU1435  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1435  DYNAMIC HT  -         462.194 (meters)    1516.38  (feet)  COMP
 DU1435  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 DU1435
 DU1435  VERT ORDER  -  FIRST     CLASS I
 DU1435
 DU1435.The horizontal coordinates were scaled from a topographic map and have
 DU1435.an estimated accuracy of +/- 6 seconds.
 DU1435
 DU1435.The orthometric height was determined by differential leveling
 DU1435.and adjusted by the National Geodetic Survey in November 1993..
 DU1435
 DU1435.The geoid height was determined by GEOID03.
 DU1435
 DU1435.The dynamic height is computed by dividing the NAVD 88
 DU1435.geopotential number by the normal gravity value computed on the
 DU1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1435.degrees latitude (g = 980.6199 gals.).
 DU1435
 DU1435.The modeled gravity was interpolated from observed gravity values.
 DU1435
 DU1435;                    North         East    Units  Estimated Accuracy
 DU1435;SPC AZ C     -   264,670.      242,150.      MT  (+/- 180 meters Scaled)
 DU1435
 DU1435                          SUPERSEDED SURVEY CONTROL
 DU1435
 DU1435  NGVD 29 (??/??/92)  462.660  (m)         1517.91   (f) ADJ UNCH    1 1
 DU1435
 DU1435.Superseded values are not recommended for survey control.
 DU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1435.See file dsdata.txt to determine how the superseded data were derived.
 DU1435
 DU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB435943(NAD 83)
 DU1435_MARKER: DD = SURVEY DISK
 DU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1435_STAMPING: 104TH RM 1
 DU1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1435+STABILITY: SURFACE MOTION
 DU1435
 DU1435  HISTORY     - Date     Condition        Report By
 DU1435  HISTORY     - 1974     MONUMENTED       AZDT
 DU1435  HISTORY     - 1975     GOOD             AZDT
 DU1435  HISTORY     - 1975     GOOD             AZDT
 DU1435  HISTORY     - 1984     GOOD             AZDT
 DU1435
 DU1435                          STATION DESCRIPTION
 DU1435
 DU1435'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1435'7.45 MI SE FROM BUCKHORN.
 DU1435'FROM THE INTERSECTION OF CRISMON ROAD AND THE SUPERSTITION FREEWAY
 DU1435'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1435'145 FT. EAST OF A TRACK ROAD WHICH PARALLELS A STEEL TOWER POWER LINE.
 DU1435'45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN
 DU1435'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1435'CYLINDRICAL CONCRETE POST, UP 0.3 FT.
 DU1435
 DU1435                          STATION RECOVERY (1975)
 DU1435
 DU1435'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1435'FROM THE INTERSECTION OF CRISMON ROAD AND THE SUPERSTITION FREEWAY
 DU1435'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1435'145 FT. EAST OF A TRACK ROAD WHICH PARALLELS A STEEL TOWER POWER LINE.
 DU1435'45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN
 DU1435'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1435'CYLINDRICAL CONCRETE POST, UP 0.3 FT.
 DU1435
 DU1435                          STATION RECOVERY (1984)
 DU1435
 DU1435'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1433 ***********************************************************************
 DU1433  DESIGNATION -  104TH RM 2
 DU1433  PID         -  DU1433
 DU1433  STATE/COUNTY-  AZ/MARICOPA
 DU1433  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1433
 DU1433                         *CURRENT SURVEY CONTROL
 DU1433  ___________________________________________________________________
 DU1433* NAD 83(1986)-  33 23 12.     (N)    111 36 14.     (W)     SCALED    
 DU1433* NAVD 88     -       462.597  (meters)    1517.70   (feet)  ADJUSTED  
 DU1433  ___________________________________________________________________
 DU1433  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1433  DYNAMIC HT  -         462.041 (meters)    1515.88  (feet)  COMP
 DU1433  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DU1433
 DU1433  VERT ORDER  -  FIRST     CLASS I
 DU1433
 DU1433.The horizontal coordinates were scaled from a topographic map and have
 DU1433.an estimated accuracy of +/- 6 seconds.
 DU1433
 DU1433.The orthometric height was determined by differential leveling
 DU1433.and adjusted by the National Geodetic Survey in November 1993..
 DU1433
 DU1433.The geoid height was determined by GEOID03.
 DU1433
 DU1433.The dynamic height is computed by dividing the NAVD 88
 DU1433.geopotential number by the normal gravity value computed on the
 DU1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1433.degrees latitude (g = 980.6199 gals.).
 DU1433
 DU1433.The modeled gravity was interpolated from observed gravity values.
 DU1433
 DU1433;                    North         East    Units  Estimated Accuracy
 DU1433;SPC AZ C     -   264,680.      242,460.      MT  (+/- 180 meters Scaled)
 DU1433
 DU1433                          SUPERSEDED SURVEY CONTROL
 DU1433
 DU1433  NGVD 29 (??/??/92)  462.512  (m)         1517.42   (f) ADJ UNCH    1 1
 DU1433
 DU1433.Superseded values are not recommended for survey control.
 DU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1433.See file dsdata.txt to determine how the superseded data were derived.
 DU1433
 DU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB438943(NAD 83)
 DU1433_MARKER: DD = SURVEY DISK
 DU1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1433_STAMPING: 104TH RM 2
 DU1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1433+STABILITY: SURFACE MOTION
 DU1433
 DU1433  HISTORY     - Date     Condition        Report By
 DU1433  HISTORY     - 1974     MONUMENTED       AZDT
 DU1433  HISTORY     - 1975     GOOD             AZDT
 DU1433  HISTORY     - 1975     GOOD             AZDT
 DU1433  HISTORY     - 1984     GOOD             AZDT
 DU1433
 DU1433                          STATION DESCRIPTION
 DU1433
 DU1433'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1433'7.45 MI SE FROM BUCKHORN.
 DU1433'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1433'ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  235 FT. WEST
 DU1433'OF A TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  45 FT. WEST OF
 DU1433'A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1433'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE
 DU1433'POST, UP 0.3 FT.
 DU1433
 DU1433                          STATION RECOVERY (1975)
 DU1433
 DU1433'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1433'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1433'ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  235 FT. WEST
 DU1433'OF A TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  45 FT. WEST OF
 DU1433'A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1433'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE
 DU1433'POST, UP 0.3 FT.
 DU1433
 DU1433                          STATION RECOVERY (1984)
 DU1433
 DU1433'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0597 ***********************************************************************
 ER0597  DESIGNATION -  105 BKC
 ER0597  PID         -  ER0597
 ER0597  STATE/COUNTY-  AZ/APACHE
 ER0597  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0597
 ER0597                         *CURRENT SURVEY CONTROL
 ER0597  ___________________________________________________________________
 ER0597* NAD 83(1986)-  34 27 18.     (N)    109 16 05.     (W)     SCALED    
 ER0597* NAVD 88     -      1905.412  (meters)    6251.34   (feet)  ADJUSTED  
 ER0597  ___________________________________________________________________
 ER0597  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 ER0597  DYNAMIC HT  -        1902.595 (meters)    6242.10  (feet)  COMP
 ER0597  MODELED GRAV-     979,089.5   (mgal)                       NAVD 88
 ER0597
 ER0597  VERT ORDER  -  SECOND    CLASS 0
 ER0597
 ER0597.The horizontal coordinates were scaled from a topographic map and have
 ER0597.an estimated accuracy of +/- 6 seconds.
 ER0597
 ER0597.The orthometric height was determined by differential leveling
 ER0597.and adjusted by the National Geodetic Survey in June 1991..
 ER0597
 ER0597.The geoid height was determined by GEOID03.
 ER0597
 ER0597.The dynamic height is computed by dividing the NAVD 88
 ER0597.geopotential number by the normal gravity value computed on the
 ER0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0597.degrees latitude (g = 980.6199 gals.).
 ER0597
 ER0597.The modeled gravity was interpolated from observed gravity values.
 ER0597
 ER0597;                    North         East    Units  Estimated Accuracy
 ER0597;SPC AZ E     -   383,490.      295,930.      MT  (+/- 180 meters Scaled)
 ER0597
 ER0597                          SUPERSEDED SURVEY CONTROL
 ER0597
 ER0597  NGVD 29 (??/??/92) 1904.50   (m)         6248.3    (f) COMPUTED    2 0
 ER0597
 ER0597.Superseded values are not recommended for survey control.
 ER0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0597.See file dsdata.txt to determine how the superseded data were derived.
 ER0597
 ER0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD590139(NAD 83)
 ER0597_MARKER: DB = BENCH MARK DISK
 ER0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0597_SP_SET: COPPER-CLAD STEEL ROD
 ER0597_STAMPING: 105 BKC 1968 6248
 ER0597_MARK LOGO: USGS  
 ER0597_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0597+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0597
 ER0597  HISTORY     - Date     Condition        Report By
 ER0597  HISTORY     - 1968     MONUMENTED       USGS
 ER0597
 ER0597                          STATION DESCRIPTION
 ER0597
 ER0597'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0597'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0597'ALONG U S HIGHWAY 666, THENCE 6.2 MILES EAST ALONG A GRAVEL ROAD TO A
 ER0597'T-ROAD SOUTH, 46 FEET NORTH OF THE INTERSECTION, 0.5 FEET SOUTH OF A
 ER0597'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0597'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0568 ***********************************************************************
 ER0568  DESIGNATION -  105 DOR
 ER0568  PID         -  ER0568
 ER0568  STATE/COUNTY-  AZ/APACHE
 ER0568  USGS QUAD   -  LONG H RANCH (1984)
 ER0568
 ER0568                         *CURRENT SURVEY CONTROL
 ER0568  ___________________________________________________________________
 ER0568* NAD 83(1986)-  34 46 49.     (N)    109 28 35.     (W)     SCALED    
 ER0568* NAVD 88     -      1847.216  (meters)    6060.41   (feet)  ADJUSTED  
 ER0568  ___________________________________________________________________
 ER0568  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0568  DYNAMIC HT  -        1844.577 (meters)    6051.75  (feet)  COMP
 ER0568  MODELED GRAV-     979,140.6   (mgal)                       NAVD 88
 ER0568
 ER0568  VERT ORDER  -  SECOND    CLASS II
 ER0568
 ER0568.The horizontal coordinates were scaled from a topographic map and have
 ER0568.an estimated accuracy of +/- 6 seconds.
 ER0568
 ER0568.The orthometric height was determined by differential leveling
 ER0568.and adjusted by the National Geodetic Survey in June 1991..
 ER0568
 ER0568.The geoid height was determined by GEOID03.
 ER0568
 ER0568.The dynamic height is computed by dividing the NAVD 88
 ER0568.geopotential number by the normal gravity value computed on the
 ER0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0568.degrees latitude (g = 980.6199 gals.).
 ER0568
 ER0568.The modeled gravity was interpolated from observed gravity values.
 ER0568
 ER0568;                    North         East    Units  Estimated Accuracy
 ER0568;SPC AZ E     -   419,420.      276,540.      MT  (+/- 180 meters Scaled)
 ER0568
 ER0568                          SUPERSEDED SURVEY CONTROL
 ER0568
 ER0568.No superseded survey control is available for this station.
 ER0568
 ER0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD394497(NAD 83)
 ER0568_MARKER: DB = BENCH MARK DISK
 ER0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0568_SP_SET: CONCRETE POST
 ER0568_STAMPING: 105 DOR 1972 6057
 ER0568_MARK LOGO: USGS  
 ER0568_PROJECTION: PROJECTING 5 CENTIMETERS
 ER0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0568+STABILITY: SURFACE MOTION
 ER0568
 ER0568  HISTORY     - Date     Condition        Report By
 ER0568  HISTORY     - 1972     MONUMENTED       USGS
 ER0568
 ER0568                          STATION DESCRIPTION
 ER0568
 ER0568'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0568'39.9 KM (24.80 MI) SSE FROM NAVAJO.
 ER0568'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0568'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0568'THENCE 11.9 MILES SOUTHERAST AND SOUTH ALONG A TRACK ROAD TO A GATE,
 ER0568'0.2 MILES SOUTH OF A WINDMILL, 170 FEET EAST OF A FENCE CROSSING, 50
 ER0568'FEET WEST OF THE ROAD AT A GATE, AND 2.0 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0452 ***********************************************************************
 GQ0452  DESIGNATION -  105 DOR
 GQ0452  PID         -  GQ0452
 GQ0452  STATE/COUNTY-  AZ/MOHAVE
 GQ0452  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0452
 GQ0452                         *CURRENT SURVEY CONTROL
 GQ0452  ___________________________________________________________________
 GQ0452* NAD 83(1986)-  36 44 17.     (N)    113 32 20.     (W)     SCALED    
 GQ0452* NAVD 88     -      1548.734  (meters)    5081.14   (feet)  POSTED    
 GQ0452  ___________________________________________________________________
 GQ0452  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 GQ0452  DYNAMIC HT  -        1546.960 (meters)    5075.32  (feet)  COMP
 GQ0452  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 GQ0452
 GQ0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0452
 GQ0452.The horizontal coordinates were scaled from a topographic map and have
 GQ0452.an estimated accuracy of +/- 6 seconds.
 GQ0452
 GQ0452.The orthometric height was determined by differential leveling
 GQ0452.and adjusted by the National Geodetic Survey in 1992..
 GQ0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0452.rate of 0.0 thru 1.0 mm/km.
 GQ0452
 GQ0452.The geoid height was determined by GEOID03.
 GQ0452
 GQ0452.The dynamic height is computed by dividing the NAVD 88
 GQ0452.geopotential number by the normal gravity value computed on the
 GQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0452.degrees latitude (g = 980.6199 gals.).
 GQ0452
 GQ0452.The modeled gravity was interpolated from observed gravity values.
 GQ0452
 GQ0452;                    North         East    Units  Estimated Accuracy
 GQ0452;SPC AZ W     -   636,450.      232,210.      MT  (+/- 180 meters Scaled)
 GQ0452
 GQ0452                          SUPERSEDED SURVEY CONTROL
 GQ0452
 GQ0452.No superseded survey control is available for this station.
 GQ0452
 GQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF733688(NAD 83)
 GQ0452_MARKER: DB = BENCH MARK DISK
 GQ0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0452_SP_SET: COPPER-CLAD STEEL ROD
 GQ0452_STAMPING: 105 DOR 1970 5078
 GQ0452_MARK LOGO: USGS  
 GQ0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0452
 GQ0452  HISTORY     - Date     Condition        Report By
 GQ0452  HISTORY     - 1970     MONUMENTED       USGS
 GQ0452
 GQ0452                          STATION DESCRIPTION
 GQ0452
 GQ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0452'45.4 KM (28.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0452'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0452'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0452'ROAD TO THE ARIZONA STATE LINE, CONTINUE 21.5 MILES SOUTH ALONG MT.
 GQ0452'TRUMBULL ROAD, 55 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0452'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0844 ***********************************************************************
 FQ0844  DESIGNATION -  105 DOR
 FQ0844  PID         -  FQ0844
 FQ0844  STATE/COUNTY-  AZ/COCONINO
 FQ0844  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0844
 FQ0844                         *CURRENT SURVEY CONTROL
 FQ0844  ___________________________________________________________________
 FQ0844* NAD 83(1986)-  35 31 13.     (N)    110 56 37.     (W)     SCALED    
 FQ0844* NAVD 88     -      1483.158  (meters)    4865.99   (feet)  POSTED    
 FQ0844  ___________________________________________________________________
 FQ0844  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0844  DYNAMIC HT  -        1481.260 (meters)    4859.77  (feet)  COMP
 FQ0844  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 FQ0844
 FQ0844  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0844
 FQ0844.The horizontal coordinates were scaled from a topographic map and have
 FQ0844.an estimated accuracy of +/- 6 seconds.
 FQ0844
 FQ0844.The orthometric height was determined by differential leveling
 FQ0844.and adjusted by the National Geodetic Survey in 1992..
 FQ0844.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0844.rate of 0.0 thru 1.0 mm/km.
 FQ0844
 FQ0844.The geoid height was determined by GEOID03.
 FQ0844
 FQ0844.The dynamic height is computed by dividing the NAVD 88
 FQ0844.geopotential number by the normal gravity value computed on the
 FQ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0844.degrees latitude (g = 980.6199 gals.).
 FQ0844
 FQ0844.The modeled gravity was interpolated from observed gravity values.
 FQ0844
 FQ0844;                    North         East    Units  Estimated Accuracy
 FQ0844;SPC AZ C     -   501,730.      301,620.      MT  (+/- 180 meters Scaled)
 FQ0844
 FQ0844                          SUPERSEDED SURVEY CONTROL
 FQ0844
 FQ0844  NGVD 29 (??/??/92) 1482.41   (m)         4863.5    (f) COMPUTED    2 2
 FQ0844
 FQ0844.Superseded values are not recommended for survey control.
 FQ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0844.See file dsdata.txt to determine how the superseded data were derived.
 FQ0844
 FQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE051307(NAD 83)
 FQ0844_MARKER: DB = BENCH MARK DISK
 FQ0844_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0844_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0844_STAMPING: 105 DOR 1965 4863
 FQ0844_MARK LOGO: USGS  
 FQ0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0844+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1968
 FQ0844
 FQ0844  HISTORY     - Date     Condition        Report By
 FQ0844  HISTORY     - 1965     MONUMENTED       USGS
 FQ0844  HISTORY     - 19680612 GOOD             USGS
 FQ0844
 FQ0844                          STATION DESCRIPTION
 FQ0844
 FQ0844'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0844'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0844'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0844'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 3.7
 FQ0844'MILES NORTHWEST, 320 FEET SOUTHEAST OF A CONCRETE TROUGH AND WELL, 64
 FQ0844'FEET NORTHEAST AND 1.5 FEET HIGHER THAN THE CENTER OF THE ROAD,
 FQ0844'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0673 ***********************************************************************
 GP0673  DESIGNATION -  105 DOR
 GP0673  PID         -  GP0673
 GP0673  STATE/COUNTY-  AZ/COCONINO
 GP0673  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0673
 GP0673                         *CURRENT SURVEY CONTROL
 GP0673  ___________________________________________________________________
 GP0673* NAD 83(1986)-  36 32 42.     (N)    110 49 22.     (W)     SCALED    
 GP0673* NAVD 88     -      1875.682  (meters)    6153.80   (feet)  ADJUSTED  
 GP0673  ___________________________________________________________________
 GP0673  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 GP0673  DYNAMIC HT  -        1873.341 (meters)    6146.12  (feet)  COMP
 GP0673  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 GP0673
 GP0673  VERT ORDER  -  SECOND    CLASS 0
 GP0673
 GP0673.The horizontal coordinates were scaled from a topographic map and have
 GP0673.an estimated accuracy of +/- 6 seconds.
 GP0673
 GP0673.The orthometric height was determined by differential leveling
 GP0673.and adjusted by the National Geodetic Survey in June 1991..
 GP0673
 GP0673.The geoid height was determined by GEOID03.
 GP0673
 GP0673.The dynamic height is computed by dividing the NAVD 88
 GP0673.geopotential number by the normal gravity value computed on the
 GP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0673.degrees latitude (g = 980.6199 gals.).
 GP0673
 GP0673.The modeled gravity was interpolated from observed gravity values.
 GP0673
 GP0673;                    North         East    Units  Estimated Accuracy
 GP0673;SPC AZ C     -   615,540.      311,300.      MT  (+/- 180 meters Scaled)
 GP0673
 GP0673                          SUPERSEDED SURVEY CONTROL
 GP0673
 GP0673.No superseded survey control is available for this station.
 GP0673
 GP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF158444(NAD 83)
 GP0673_MARKER: DB = BENCH MARK DISK
 GP0673_SETTING: 66 = SET IN ROCK OUTCROP
 GP0673_SP_SET: ROCK OUTCROP
 GP0673_STAMPING: 105 DOR 1969 6151
 GP0673_MARK LOGO: USGS  
 GP0673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0673+STABILITY: POSITION/ELEVATION WELL
 GP0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0673+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0673
 GP0673  HISTORY     - Date     Condition        Report By
 GP0673  HISTORY     - 1969     MONUMENTED       USGS
 GP0673
 GP0673                          STATION DESCRIPTION
 GP0673
 GP0673'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0673'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0673'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0673'NORTH, THENCE 12.2 MILES NORTH AND NORTHEAST, 60 FEET WEST AND 6 FEET
 GP0673'HIGHER THAN THE ROAD, 24 FEET SOUTH OF A SMALL PINON TREE, 2 FEET
 GP0673'EAST OF A WITNESS AND UNDER A TELEPHONE LINE, IN THE TOP OF A
 GP0673'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0050 ***********************************************************************
 EU0050  DESIGNATION -  1054.06
 EU0050  PID         -  EU0050
 EU0050  STATE/COUNTY-  AZ/MOHAVE
 EU0050  USGS QUAD   -  FRANCONIA (1970)
 EU0050
 EU0050                         *CURRENT SURVEY CONTROL
 EU0050  ___________________________________________________________________
 EU0050* NAD 83(1986)-  34 43 48.     (N)    114 17 16.     (W)     SCALED    
 EU0050* NAVD 88     -       321.91   (+/-2cm)    1056.1    (feet)  VERTCON   
 EU0050  ___________________________________________________________________
 EU0050  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EU0050
 EU0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0050
 EU0050.The horizontal coordinates were scaled from a topographic map and have
 EU0050.an estimated accuracy of +/- 6 seconds.
 EU0050
 EU0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0050.The vertical order pertains to the NGVD 29 superseded value.
 EU0050
 EU0050.The geoid height was determined by GEOID03.
 EU0050
 EU0050;                    North         East    Units  Estimated Accuracy
 EU0050;SPC AZ W     -   413,770.      164,110.      MT  (+/- 180 meters Scaled)
 EU0050
 EU0050                          SUPERSEDED SURVEY CONTROL
 EU0050
 EU0050  NGVD 29 (??/??/??)  321.232  (m)         1053.91   (f) ADJUSTED    2 0
 EU0050
 EU0050.Superseded values are not recommended for survey control.
 EU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0050.See file dsdata.txt to determine how the superseded data were derived.
 EU0050
 EU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU483464(NAD 83)
 EU0050_MARKER: DD = SURVEY DISK
 EU0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0050_SP_SET: BRIDGE CURB
 EU0050_STAMPING: 1054.06 601X45 1951
 EU0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0050
 EU0050  HISTORY     - Date     Condition        Report By
 EU0050  HISTORY     - 1951     MONUMENTED       AZHD
 EU0050  HISTORY     - 1961     GOOD             NGS
 EU0050  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0050
 EU0050                          STATION DESCRIPTION
 EU0050
 EU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0050'11.7 MI E FROM TOPOCK.
 EU0050'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0050'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0050'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF
 EU0050'A 135 FOOT CONCRETE BRIDGE WITH 5 OPENINGS, 15 FEET SOUTH OF
 EU0050'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE
 EU0050'LEVEL OF THE HIGHWAY.
 EU0050
 EU0050                          STATION RECOVERY (1981)
 EU0050
 EU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0050'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0304 ***********************************************************************
 FS0304  DESIGNATION -  1055+80
 FS0304  PID         -  FS0304
 FS0304  STATE/COUNTY-  AZ/MOHAVE
 FS0304  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0304
 FS0304                         *CURRENT SURVEY CONTROL
 FS0304  ___________________________________________________________________
 FS0304* NAD 83(1986)-  35 37 02.     (N)    114 25 01.     (W)     SCALED    
 FS0304* NAVD 88     -       816.826  (meters)    2679.87   (feet)  POSTED    
 FS0304  ___________________________________________________________________
 FS0304  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0304  DYNAMIC HT  -         815.920 (meters)    2676.90  (feet)  COMP
 FS0304  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 FS0304
 FS0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0304
 FS0304.The horizontal coordinates were scaled from a topographic map and have
 FS0304.an estimated accuracy of +/- 6 seconds.
 FS0304
 FS0304.The orthometric height was determined by differential leveling
 FS0304.and adjusted by the National Geodetic Survey in 1992..
 FS0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0304.rate of 1.1 thru 2.0 mm/km.
 FS0304
 FS0304.The geoid height was determined by GEOID03.
 FS0304
 FS0304.The dynamic height is computed by dividing the NAVD 88
 FS0304.geopotential number by the normal gravity value computed on the
 FS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0304.degrees latitude (g = 980.6199 gals.).
 FS0304
 FS0304.The modeled gravity was interpolated from observed gravity values.
 FS0304
 FS0304;                    North         East    Units  Estimated Accuracy
 FS0304;SPC AZ W     -   512,270.      152,940.      MT  (+/- 180 meters Scaled)
 FS0304
 FS0304                          SUPERSEDED SURVEY CONTROL
 FS0304
 FS0304  NGVD 29 (??/??/92)  816.096  (m)         2677.47   (f) ADJ UNCH    1 1
 FS0304
 FS0304.Superseded values are not recommended for survey control.
 FS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0304.See file dsdata.txt to determine how the superseded data were derived.
 FS0304
 FS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV339445(NAD 83)
 FS0304_MARKER: DD = SURVEY DISK
 FS0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0304_SP_SET: CULVERT
 FS0304_STAMPING: 1055+80 2676.44 1936
 FS0304_MARK LOGO: AZHD  
 FS0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0304
 FS0304  HISTORY     - Date     Condition        Report By
 FS0304  HISTORY     - 1936     MONUMENTED       AZHD
 FS0304  HISTORY     - 1949     GOOD             NGS
 FS0304  HISTORY     - 1982     GOOD             NGS
 FS0304
 FS0304                          STATION DESCRIPTION
 FS0304
 FS0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0304'17.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0304'17.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0304'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0304'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN
 FS0304'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0304'14.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0304'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0304
 FS0304                          STATION RECOVERY (1982)
 FS0304
 FS0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0304'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0598 ***********************************************************************
 ER0598  DESIGNATION -  106 BKC
 ER0598  PID         -  ER0598
 ER0598  STATE/COUNTY-  AZ/APACHE
 ER0598  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0598
 ER0598                         *CURRENT SURVEY CONTROL
 ER0598  ___________________________________________________________________
 ER0598* NAD 83(1986)-  34 27 00.     (N)    109 15 09.     (W)     SCALED    
 ER0598* NAVD 88     -      1918.671  (meters)    6294.84   (feet)  ADJUSTED  
 ER0598  ___________________________________________________________________
 ER0598  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ER0598  DYNAMIC HT  -        1915.822 (meters)    6285.49  (feet)  COMP
 ER0598  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 ER0598
 ER0598  VERT ORDER  -  SECOND    CLASS 0
 ER0598
 ER0598.The horizontal coordinates were scaled from a topographic map and have
 ER0598.an estimated accuracy of +/- 6 seconds.
 ER0598
 ER0598.The orthometric height was determined by differential leveling
 ER0598.and adjusted by the National Geodetic Survey in June 1991..
 ER0598
 ER0598.The geoid height was determined by GEOID03.
 ER0598
 ER0598.The dynamic height is computed by dividing the NAVD 88
 ER0598.geopotential number by the normal gravity value computed on the
 ER0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0598.degrees latitude (g = 980.6199 gals.).
 ER0598
 ER0598.The modeled gravity was interpolated from observed gravity values.
 ER0598
 ER0598;                    North         East    Units  Estimated Accuracy
 ER0598;SPC AZ E     -   382,950.      297,360.      MT  (+/- 180 meters Scaled)
 ER0598
 ER0598                          SUPERSEDED SURVEY CONTROL
 ER0598
 ER0598  NGVD 29 (??/??/92) 1917.74   (m)         6291.8    (f) COMPUTED    2 0
 ER0598
 ER0598.Superseded values are not recommended for survey control.
 ER0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0598.See file dsdata.txt to determine how the superseded data were derived.
 ER0598
 ER0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD605134(NAD 83)
 ER0598_MARKER: DB = BENCH MARK DISK
 ER0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0598_SP_SET: COPPER-CLAD STEEL ROD
 ER0598_STAMPING: 106 BKC 1968 6292
 ER0598_MARK LOGO: USGS  
 ER0598_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0598+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0598
 ER0598  HISTORY     - Date     Condition        Report By
 ER0598  HISTORY     - 1968     MONUMENTED       USGS
 ER0598
 ER0598                          STATION DESCRIPTION
 ER0598
 ER0598'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0598'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0598'ALONG U S HIGHWAY 666, THENCE 7.2 MILES EAST ALONG A GRAVEL ROAD, 44
 ER0598'FEET NORTH OF THE ROAD, 0.5 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0598'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0569 ***********************************************************************
 ER0569  DESIGNATION -  106 DOR
 ER0569  PID         -  ER0569
 ER0569  STATE/COUNTY-  AZ/APACHE
 ER0569  USGS QUAD   -  LONG H RANCH (1984)
 ER0569
 ER0569                         *CURRENT SURVEY CONTROL
 ER0569  ___________________________________________________________________
 ER0569* NAD 83(1986)-  34 46 26.     (N)    109 28 25.     (W)     SCALED    
 ER0569* NAVD 88     -      1839.496  (meters)    6035.08   (feet)  ADJUSTED  
 ER0569  ___________________________________________________________________
 ER0569  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0569  DYNAMIC HT  -        1836.867 (meters)    6026.45  (feet)  COMP
 ER0569  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 ER0569
 ER0569  VERT ORDER  -  SECOND    CLASS II
 ER0569
 ER0569.The horizontal coordinates were scaled from a topographic map and have
 ER0569.an estimated accuracy of +/- 6 seconds.
 ER0569
 ER0569.The orthometric height was determined by differential leveling
 ER0569.and adjusted by the National Geodetic Survey in June 1991..
 ER0569
 ER0569.The geoid height was determined by GEOID03.
 ER0569
 ER0569.The dynamic height is computed by dividing the NAVD 88
 ER0569.geopotential number by the normal gravity value computed on the
 ER0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0569.degrees latitude (g = 980.6199 gals.).
 ER0569
 ER0569.The modeled gravity was interpolated from observed gravity values.
 ER0569
 ER0569;                    North         East    Units  Estimated Accuracy
 ER0569;SPC AZ E     -   418,710.      276,800.      MT  (+/- 180 meters Scaled)
 ER0569
 ER0569                          SUPERSEDED SURVEY CONTROL
 ER0569
 ER0569.No superseded survey control is available for this station.
 ER0569
 ER0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD396490(NAD 83)
 ER0569_MARKER: DB = BENCH MARK DISK
 ER0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0569_SP_SET: CONCRETE POST
 ER0569_STAMPING: 106 DOR 1972 6032
 ER0569_MARK LOGO: USGS  
 ER0569_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0569+STABILITY: SURFACE MOTION
 ER0569
 ER0569  HISTORY     - Date     Condition        Report By
 ER0569  HISTORY     - 1972     MONUMENTED       USGS
 ER0569
 ER0569                          STATION DESCRIPTION
 ER0569
 ER0569'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0569'40.7 KM (25.30 MI) NNW FROM NAVAJO.
 ER0569'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0569'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0569'THENCE 12.4 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD TO A ROAD
 ER0569'CROSSING, ABOUT 17 MILES SOUTHWEST OF WITCH WELL, ALONG ROADS FROM
 ER0569'THE JUNCTION OF HIGHWAY 61 AND 53 TO ZUNI WITH HIGHWAY 666 TO A ROAD
 ER0569'CROSSING, (OR 4.8 MILES WEST OF THE SAINT JOHNS POST OFFICE ALONG
 ER0569'HIGHWAY 61 AND 180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST
 ER0569'ALONG HIGHWAY 180 TO A T-ROAD NORTHEAST (THIS JUNCTION IS LOCATED
 ER0569'BETWEEN TWO FILLS IN HIGHWAY 180), THENCE 19.3 MILES NORTH ALONG THE
 ER0569'ROAD TOWARD NAVAJO TO A ROAD CROSSING), 50 FEET SOUTHEAST OF THE ROAD
 ER0569'CROSSING NORTHEAST TO WITCH WELL, AND 38 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0453 ***********************************************************************
 GQ0453  DESIGNATION -  106 DOR
 GQ0453  PID         -  GQ0453
 GQ0453  STATE/COUNTY-  AZ/MOHAVE
 GQ0453  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0453
 GQ0453                         *CURRENT SURVEY CONTROL
 GQ0453  ___________________________________________________________________
 GQ0453* NAD 83(1986)-  36 43 28.     (N)    113 31 55.     (W)     SCALED    
 GQ0453* NAVD 88     -      1570.684  (meters)    5153.15   (feet)  POSTED    
 GQ0453  ___________________________________________________________________
 GQ0453  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0453  DYNAMIC HT  -        1568.890 (meters)    5147.27  (feet)  COMP
 GQ0453  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 GQ0453
 GQ0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0453
 GQ0453.The horizontal coordinates were scaled from a topographic map and have
 GQ0453.an estimated accuracy of +/- 6 seconds.
 GQ0453
 GQ0453.The orthometric height was determined by differential leveling
 GQ0453.and adjusted by the National Geodetic Survey in 1992..
 GQ0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0453.rate of 0.0 thru 1.0 mm/km.
 GQ0453
 GQ0453.The geoid height was determined by GEOID03.
 GQ0453
 GQ0453.The dynamic height is computed by dividing the NAVD 88
 GQ0453.geopotential number by the normal gravity value computed on the
 GQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0453.degrees latitude (g = 980.6199 gals.).
 GQ0453
 GQ0453.The modeled gravity was interpolated from observed gravity values.
 GQ0453
 GQ0453;                    North         East    Units  Estimated Accuracy
 GQ0453;SPC AZ W     -   634,940.      232,840.      MT  (+/- 180 meters Scaled)
 GQ0453
 GQ0453                          SUPERSEDED SURVEY CONTROL
 GQ0453
 GQ0453.No superseded survey control is available for this station.
 GQ0453
 GQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF738672(NAD 83)
 GQ0453_MARKER: DB = BENCH MARK DISK
 GQ0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0453_SP_SET: COPPER-CLAD STEEL ROD
 GQ0453_STAMPING: 106 DOR 1970 5150
 GQ0453_MARK LOGO: USGS  
 GQ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0453
 GQ0453  HISTORY     - Date     Condition        Report By
 GQ0453  HISTORY     - 1970     MONUMENTED       USGS
 GQ0453
 GQ0453                          STATION DESCRIPTION
 GQ0453
 GQ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0453'47.0 KM (29.20 MI) SSE FROM ST GEORGE UT.
 GQ0453'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0453'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0453'ROAD TO THE ARIZONA STATE LINE, CONTINUE 22.5 MILES SOUTH ALONG MT.
 GQ0453'TRUMBULL ROAD, 55 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0453'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0453'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0843 ***********************************************************************
 FQ0843  DESIGNATION -  106 DOR
 FQ0843  PID         -  FQ0843
 FQ0843  STATE/COUNTY-  AZ/COCONINO
 FQ0843  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0843
 FQ0843                         *CURRENT SURVEY CONTROL
 FQ0843  ___________________________________________________________________
 FQ0843* NAD 83(1986)-  35 31 44.     (N)    110 57 25.     (W)     SCALED    
 FQ0843* NAVD 88     -      1482.833  (meters)    4864.93   (feet)  POSTED    
 FQ0843  ___________________________________________________________________
 FQ0843  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0843  DYNAMIC HT  -        1480.940 (meters)    4858.72  (feet)  COMP
 FQ0843  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 FQ0843
 FQ0843  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0843
 FQ0843.The horizontal coordinates were scaled from a topographic map and have
 FQ0843.an estimated accuracy of +/- 6 seconds.
 FQ0843
 FQ0843.The orthometric height was determined by differential leveling
 FQ0843.and adjusted by the National Geodetic Survey in 1992..
 FQ0843.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0843.rate of 0.0 thru 1.0 mm/km.
 FQ0843
 FQ0843.The geoid height was determined by GEOID03.
 FQ0843
 FQ0843.The dynamic height is computed by dividing the NAVD 88
 FQ0843.geopotential number by the normal gravity value computed on the
 FQ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0843.degrees latitude (g = 980.6199 gals.).
 FQ0843
 FQ0843.The modeled gravity was interpolated from observed gravity values.
 FQ0843
 FQ0843;                    North         East    Units  Estimated Accuracy
 FQ0843;SPC AZ C     -   502,670.      300,400.      MT  (+/- 180 meters Scaled)
 FQ0843
 FQ0843                          SUPERSEDED SURVEY CONTROL
 FQ0843
 FQ0843  NGVD 29 (??/??/92) 1482.09   (m)         4862.5    (f) COMPUTED    2 2
 FQ0843
 FQ0843.Superseded values are not recommended for survey control.
 FQ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0843.See file dsdata.txt to determine how the superseded data were derived.
 FQ0843
 FQ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE039316(NAD 83)
 FQ0843_MARKER: DB = BENCH MARK DISK
 FQ0843_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0843_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0843_STAMPING: 106 DOR 1965 4862
 FQ0843_MARK LOGO: USGS  
 FQ0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0843+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1968
 FQ0843
 FQ0843  HISTORY     - Date     Condition        Report By
 FQ0843  HISTORY     - 1965     MONUMENTED       USGS
 FQ0843  HISTORY     - 19680610 GOOD             USGS
 FQ0843
 FQ0843                          STATION DESCRIPTION
 FQ0843
 FQ0843'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0843'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0843'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0843'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 4.65
 FQ0843'MILES NORTHWEST TO THE TOP OF A SLIGHT RISE, 35 FEET SOUTHWEST AND 2
 FQ0843'FEET HIGHER THAN THE CENTER OF THE ROAD, PROJECTING 0.7 FEET, 2 FEET
 FQ0843'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0674 ***********************************************************************
 GP0674  DESIGNATION -  106 DOR
 GP0674  PID         -  GP0674
 GP0674  STATE/COUNTY-  AZ/COCONINO
 GP0674  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0674
 GP0674                         *CURRENT SURVEY CONTROL
 GP0674  ___________________________________________________________________
 GP0674* NAD 83(1986)-  36 33 32.     (N)    110 48 44.     (W)     SCALED    
 GP0674* NAVD 88     -      1890.426  (meters)    6202.17   (feet)  ADJUSTED  
 GP0674  ___________________________________________________________________
 GP0674  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 GP0674  DYNAMIC HT  -        1888.062 (meters)    6194.42  (feet)  COMP
 GP0674  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 GP0674
 GP0674  VERT ORDER  -  SECOND    CLASS 0
 GP0674
 GP0674.The horizontal coordinates were scaled from a topographic map and have
 GP0674.an estimated accuracy of +/- 6 seconds.
 GP0674
 GP0674.The orthometric height was determined by differential leveling
 GP0674.and adjusted by the National Geodetic Survey in June 1991..
 GP0674
 GP0674.The geoid height was determined by GEOID03.
 GP0674
 GP0674.The dynamic height is computed by dividing the NAVD 88
 GP0674.geopotential number by the normal gravity value computed on the
 GP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0674.degrees latitude (g = 980.6199 gals.).
 GP0674
 GP0674.The modeled gravity was interpolated from observed gravity values.
 GP0674
 GP0674;                    North         East    Units  Estimated Accuracy
 GP0674;SPC AZ C     -   617,090.      312,230.      MT  (+/- 180 meters Scaled)
 GP0674
 GP0674                          SUPERSEDED SURVEY CONTROL
 GP0674
 GP0674.No superseded survey control is available for this station.
 GP0674
 GP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF168459(NAD 83)
 GP0674_MARKER: DB = BENCH MARK DISK
 GP0674_SETTING: 66 = SET IN ROCK OUTCROP
 GP0674_SP_SET: ROCK OUTCROP
 GP0674_STAMPING: 106 DOR 1969 6199
 GP0674_MARK LOGO: USGS  
 GP0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0674+STABILITY: POSITION/ELEVATION WELL
 GP0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0674+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0674
 GP0674  HISTORY     - Date     Condition        Report By
 GP0674  HISTORY     - 1969     MONUMENTED       USGS
 GP0674
 GP0674                          STATION DESCRIPTION
 GP0674
 GP0674'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0674'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0674'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0674'NORTH, THENCE 13.4 MILES NORTH AND NORTHEAST, 0.1 MILE SOUTH OF A
 GP0674'Y-ROAD SOUTHWEST, 50 FEET WEST OF THE ROAD, 3 FEET EAST OF A
 GP0674'TELEPHONE LINE, 2 FEET EAST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0286 ***********************************************************************
 CY0286  DESIGNATION -  106 H
 CY0286  PID         -  CY0286
 CY0286  STATE/COUNTY-  AZ/COCHISE
 CY0286  USGS QUAD   -  BOWIE (1974)
 CY0286
 CY0286                         *CURRENT SURVEY CONTROL
 CY0286  ___________________________________________________________________
 CY0286* NAD 83(1986)-  32 18 36.     (N)    109 24 17.     (W)     SCALED    
 CY0286* NAVD 88     -      1118.554  (meters)    3669.79   (feet)  ADJUSTED  
 CY0286  ___________________________________________________________________
 CY0286  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0286  DYNAMIC HT  -        1116.912 (meters)    3664.40  (feet)  COMP
 CY0286  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 CY0286
 CY0286  VERT ORDER  -  FIRST     CLASS II
 CY0286
 CY0286.The horizontal coordinates were scaled from a topographic map and have
 CY0286.an estimated accuracy of +/- 6 seconds.
 CY0286
 CY0286.The orthometric height was determined by differential leveling
 CY0286.and adjusted by the National Geodetic Survey in June 1991..
 CY0286
 CY0286.The geoid height was determined by GEOID03.
 CY0286
 CY0286.The dynamic height is computed by dividing the NAVD 88
 CY0286.geopotential number by the normal gravity value computed on the
 CY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0286.degrees latitude (g = 980.6199 gals.).
 CY0286
 CY0286.The modeled gravity was interpolated from observed gravity values.
 CY0286
 CY0286;                    North         East    Units  Estimated Accuracy
 CY0286;SPC AZ E     -   145,490.      285,110.      MT  (+/- 180 meters Scaled)
 CY0286
 CY0286                          SUPERSEDED SURVEY CONTROL
 CY0286
 CY0286  NGVD 29 (??/??/92) 1118.286  (m)         3668.91   (f) ADJ UNCH    1 2
 CY0286
 CY0286.Superseded values are not recommended for survey control.
 CY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0286.See file dsdata.txt to determine how the superseded data were derived.
 CY0286
 CY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA501759(NAD 83)
 CY0286_MARKER: P = PIPE CAP
 CY0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0286_STAMPING: 106 H 1907
 CY0286_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0286
 CY0286  HISTORY     - Date     Condition        Report By
 CY0286  HISTORY     - 1907     MONUMENTED       USGS
 CY0286  HISTORY     - 1953     GOOD             NGS
 CY0286  HISTORY     - 1960     GOOD             NGS
 CY0286  HISTORY     - 1979     GOOD             NGS
 CY0286
 CY0286                          STATION DESCRIPTION
 CY0286
 CY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0286'4.95 MI E FROM BOWIE.
 CY0286'4.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0286'AT BOWIE, 0.3 MILE EAST OF MILEPOST 1103, 108 FEET NORTH OF THE NORTH
 CY0286'RAIL.  27 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 5 FEET NORTH
 CY0286'OF A FENCE, 4 FEET NORTHWEST OF A WITNESS POST.  RIVETED ON THE TOP OF
 CY0286'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CY0286
 CY0286                          STATION RECOVERY (1960)
 CY0286
 CY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0286'RECOVERED IN GOOD CONDITION.
 CY0286
 CY0286                          STATION RECOVERY (1979)
 CY0286
 CY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0286'8.0 KILOMETERS (5.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0286'FROM THE STATION AT BOWIE, 0.6 KILOMETER (0.35 MILE) EAST OF MILE
 CY0286'POST 1103, 32.0 METERS (102 FEET) NORTH OF THE NORTH RAIL, 36.6
 CY0286'METERS (120 FEET) SOUTHWEST OF AND ACROSS A DRY WASH FROM A POWER
 CY0286'LINE POLE, 33.0 METERS (108 FEET) NORTHWEST OF THE NORTHWEST CORNER
 CY0286'OF THE WEST ABUTMENT OF RAILROAD BRIDGE 1103.40 AND 1.4 METERS
 CY0286'(4.6 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0459 ***********************************************************************
 DV0459  DESIGNATION -  106 Z
 DV0459  PID         -  DV0459
 DV0459  STATE/COUNTY-  AZ/MARICOPA
 DV0459  USGS QUAD   -  FOWLER (1982)
 DV0459
 DV0459                         *CURRENT SURVEY CONTROL
 DV0459  ___________________________________________________________________
 DV0459* NAD 83(1986)-  33 24 29.     (N)    112 12 15.     (W)     SCALED    
 DV0459* NAVD 88     -       307.25   (+/-2cm)    1008.0    (feet)  VERTCON   
 DV0459  ___________________________________________________________________
 DV0459  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0459
 DV0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0459
 DV0459.The horizontal coordinates were scaled from a topographic map and have
 DV0459.an estimated accuracy of +/- 6 seconds.
 DV0459
 DV0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0459.The vertical order pertains to the NGVD 29 superseded value.
 DV0459
 DV0459.The geoid height was determined by GEOID03.
 DV0459
 DV0459;                    North         East    Units  Estimated Accuracy
 DV0459;SPC AZ C     -   267,040.      186,620.      MT  (+/- 180 meters Scaled)
 DV0459
 DV0459                          SUPERSEDED SURVEY CONTROL
 DV0459
 DV0459  NGVD 29 (??/??/92)  306.608  (m)         1005.93   (f) ADJ UNCH    2 0
 DV0459
 DV0459.Superseded values are not recommended for survey control.
 DV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0459.See file dsdata.txt to determine how the superseded data were derived.
 DV0459
 DV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880971(NAD 83)
 DV0459_MARKER: DD = SURVEY DISK
 DV0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0459_STAMPING: 106 Z 1962
 DV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0459+STABILITY: SURFACE MOTION
 DV0459
 DV0459  HISTORY     - Date     Condition        Report By
 DV0459  HISTORY     - 1962     MONUMENTED       AZHD
 DV0459  HISTORY     - 1962     GOOD             NGS
 DV0459  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0459
 DV0459                          STATION DESCRIPTION
 DV0459
 DV0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0459'7.1 MI SW FROM PHOENIX.
 DV0459'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0459'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0459'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0459'AVENUE THEN WEST ON BROADWAY FOR 1 MILE TO THE JUNCTION OF 67TH AVENUE
 DV0459'AND BROADWAY.  THE MARK IS LOCATED 2 FT. WEST OF WITNESS POST, 26.7
 DV0459'WEST OF CENTER OF 67TH AVENUE, 32.5 FT. SOUTH OF THE CENTER OF
 DV0459'BROADWAY 26 FT. SOUTHEAST OF STREET POST.  THE MARK IS A DISK SET IN
 DV0459'CONCRETE POST PROJECTING 2 INCHES, 2 FT ABOVE THE STREET LEVEL.
 DV0459
 DV0459                          STATION RECOVERY (1992)
 DV0459
 DV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0459'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0459'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1714 ***********************************************************************
 DV1714  DESIGNATION -  1062.19
 DV1714  PID         -  DV1714
 DV1714  STATE/COUNTY-  AZ/MARICOPA
 DV1714  USGS QUAD   -  EL MIRAGE (1982)
 DV1714
 DV1714                         *CURRENT SURVEY CONTROL
 DV1714  ___________________________________________________________________
 DV1714* NAD 83(1986)-  33 31 22.     (N)    112 16 19.     (W)     SCALED    
 DV1714* NAVD 88     -       324.346  (meters)    1064.13   (feet)  ADJUSTED  
 DV1714  ___________________________________________________________________
 DV1714  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV1714  DYNAMIC HT  -         323.965 (meters)    1062.88  (feet)  COMP
 DV1714  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 DV1714
 DV1714  VERT ORDER  -  SECOND    CLASS I
 DV1714
 DV1714.The horizontal coordinates were scaled from a topographic map and have
 DV1714.an estimated accuracy of +/- 6 seconds.
 DV1714
 DV1714.The orthometric height was determined by differential leveling
 DV1714.and adjusted by the National Geodetic Survey in November 1993..
 DV1714
 DV1714.The geoid height was determined by GEOID03.
 DV1714
 DV1714.The dynamic height is computed by dividing the NAVD 88
 DV1714.geopotential number by the normal gravity value computed on the
 DV1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1714.degrees latitude (g = 980.6199 gals.).
 DV1714
 DV1714.The modeled gravity was interpolated from observed gravity values.
 DV1714
 DV1714;                    North         East    Units  Estimated Accuracy
 DV1714;SPC AZ C     -   279,780.      180,360.      MT  (+/- 180 meters Scaled)
 DV1714
 DV1714                          SUPERSEDED SURVEY CONTROL
 DV1714
 DV1714.No superseded survey control is available for this station.
 DV1714
 DV1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818099(NAD 83)
 DV1714_MARKER: DB = BENCH MARK DISK
 DV1714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1714_SP_SET: CONCRETE BRIDGE
 DV1714_STAMPING: 1062.19
 DV1714_MARK LOGO: AZ-013
 DV1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1714+STABILITY: SURFACE MOTION
 DV1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1714+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1714
 DV1714  HISTORY     - Date     Condition        Report By
 DV1714  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1714  HISTORY     - 1982     GOOD             AZDT
 DV1714  HISTORY     - 20060324 GOOD             USPSQD
 DV1714
 DV1714                          STATION DESCRIPTION
 DV1714
 DV1714'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1714'6.7 KM (4.2 MI) NORTH FROM TOLLESON.
 DV1714'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 4.2 MI
 DV1714'(6.7 KM) ALONG 99TH AVENUE TO THE STATION ON THE RIGHT, A STANDARD
 DV1714'BRASS CAP SET IN CONCRETE HANDRAIL OF BRIDGE OVER THE GRAND CANAL AT
 DV1714'BETHANY HOME, 22 FT (6.71 METERS) EAST OF CENTERLINE OF 99TH AVENUE,
 DV1714'1.15 FT (0.35 METERS) NORTH OF SOUTH END OF EAST HANDRAIL, 2.8 FT
 DV1714'(0.85 METERS) ABOVE GROUND.
 DV1714
 DV1714                          STATION RECOVERY (2006)
 DV1714
 DV1714'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0152 ***********************************************************************
 ES0152  DESIGNATION -  1063+10.06
 ES0152  PID         -  ES0152
 ES0152  STATE/COUNTY-  AZ/NAVAJO
 ES0152  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0152
 ES0152                         *CURRENT SURVEY CONTROL
 ES0152  ___________________________________________________________________
 ES0152* NAD 83(1986)-  34 06 25.     (N)    110 09 11.     (W)     SCALED    
 ES0152* NAVD 88     -      1785.824  (meters)    5858.99   (feet)  ADJUSTED  
 ES0152  ___________________________________________________________________
 ES0152  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES0152  DYNAMIC HT  -        1783.197 (meters)    5850.37  (feet)  COMP
 ES0152  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 ES0152
 ES0152  VERT ORDER  -  SECOND    CLASS 0
 ES0152
 ES0152.The horizontal coordinates were scaled from a topographic map and have
 ES0152.an estimated accuracy of +/- 6 seconds.
 ES0152
 ES0152.The orthometric height was determined by differential leveling
 ES0152.and adjusted by the National Geodetic Survey in June 1991..
 ES0152
 ES0152.The geoid height was determined by GEOID03.
 ES0152
 ES0152.The dynamic height is computed by dividing the NAVD 88
 ES0152.geopotential number by the normal gravity value computed on the
 ES0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0152.degrees latitude (g = 980.6199 gals.).
 ES0152
 ES0152.The modeled gravity was interpolated from observed gravity values.
 ES0152
 ES0152;                    North         East    Units  Estimated Accuracy
 ES0152;SPC AZ E     -   344,520.      214,620.      MT  (+/- 180 meters Scaled)
 ES0152
 ES0152                          SUPERSEDED SURVEY CONTROL
 ES0152
 ES0152  NGVD 29 (??/??/92) 1784.962  (m)         5856.16   (f) ADJ UNCH    2 0
 ES0152
 ES0152.Superseded values are not recommended for survey control.
 ES0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0152.See file dsdata.txt to determine how the superseded data were derived.
 ES0152
 ES0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC781743(NAD 83)
 ES0152_MARKER: DD = SURVEY DISK
 ES0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0152_SP_SET: CURB
 ES0152_STAMPING: 6329.67 1063+10.06 37
 ES0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0152
 ES0152  HISTORY     - Date     Condition        Report By
 ES0152  HISTORY     - UNK      MONUMENTED       AZHD
 ES0152  HISTORY     - 1960     GOOD             NGS
 ES0152
 ES0152                          STATION DESCRIPTION
 ES0152
 ES0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0152'13.7 MI SW FROM SHOW LOW.
 ES0152'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0152'SHOW LOW, THENCE 13.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0152'HIGHWAY 77, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 ES0152'CONCRETE CURB OF THE BORDUROY CANYON BRIDGE, 12 FEET SOUTHEAST OF THE
 ES0152'CENTER LINE OF THE HIGHWAY, AND ABOUT 8 INCHES ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0693 ***********************************************************************
 DW0693  DESIGNATION -  1066.18
 DW0693  PID         -  DW0693
 DW0693  STATE/COUNTY-  AZ/LA PAZ
 DW0693  USGS QUAD   -  QUARTZSITE (1990)
 DW0693
 DW0693                         *CURRENT SURVEY CONTROL
 DW0693  ___________________________________________________________________
 DW0693* NAD 83(1986)-  33 40 08.     (N)    114 09 39.     (W)     SCALED    
 DW0693* NAVD 88     -       325.82   (+/-2cm)    1069.0    (feet)  VERTCON   
 DW0693  ___________________________________________________________________
 DW0693  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DW0693
 DW0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0693
 DW0693.The horizontal coordinates were scaled from a topographic map and have
 DW0693.an estimated accuracy of +/- 6 seconds.
 DW0693
 DW0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0693.The vertical order pertains to the NGVD 29 superseded value.
 DW0693
 DW0693.The geoid height was determined by GEOID03.
 DW0693
 DW0693;                    North         East    Units  Estimated Accuracy
 DW0693;SPC AZ W     -   296,020.      175,260.      MT  (+/- 180 meters Scaled)
 DW0693
 DW0693                          SUPERSEDED SURVEY CONTROL
 DW0693
 DW0693  NGVD 29 (??/??/??)  325.143  (m)         1066.74   (f) ADJUSTED    1 2
 DW0693
 DW0693.Superseded values are not recommended for survey control.
 DW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0693.See file dsdata.txt to determine how the superseded data were derived.
 DW0693
 DW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT632290(NAD 83)
 DW0693_MARKER: DD = SURVEY DISK
 DW0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0693_SP_SET: RAIL
 DW0693_STAMPING: 1066.18 1221+33
 DW0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0693
 DW0693  HISTORY     - Date     Condition        Report By
 DW0693  HISTORY     - UNK      MONUMENTED       AZHD
 DW0693  HISTORY     - 1933     GOOD             NGS
 DW0693  HISTORY     - 1958     MARK NOT FOUND   USGS
 DW0693
 DW0693                          STATION DESCRIPTION
 DW0693
 DW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0693'4.3 MI E FROM QUARTZSITE.
 DW0693'ABOUT 4.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0693'COUNTY, AT STATION 1221+33, AT A CONCRETE BRIDGE, AND IN THE
 DW0693'CENTER OF THE TOP OF THE SOUTH RAIL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0693'STANDARD DISK, STAMPED 1066.18 1221+33.  NOTE-- SOUTH RAIL OF
 DW0693'BRIDGE HAS BEEN REPLACED.
 DW0693
 DW0693                          STATION RECOVERY (1958)
 DW0693
 DW0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DW0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1052 ***********************************************************************
 DA1052  DESIGNATION -  1066+40
 DA1052  PID         -  DA1052
 DA1052  STATE/COUNTY-  AZ/YUMA
 DA1052  USGS QUAD   -  TACNA (1982)
 DA1052
 DA1052                         *CURRENT SURVEY CONTROL
 DA1052  ___________________________________________________________________
 DA1052* NAD 83(1986)-  32 41 37.     (N)    113 58 28.     (W)     SCALED    
 DA1052* NAVD 88     -       109.641  (meters)     359.71   (feet)  ADJUSTED  
 DA1052  ___________________________________________________________________
 DA1052  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DA1052  DYNAMIC HT  -         109.516 (meters)     359.30  (feet)  COMP
 DA1052  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 DA1052
 DA1052  VERT ORDER  -  FIRST     CLASS II
 DA1052
 DA1052.The horizontal coordinates were scaled from a topographic map and have
 DA1052.an estimated accuracy of +/- 6 seconds.
 DA1052
 DA1052.The orthometric height was determined by differential leveling
 DA1052.and adjusted by the National Geodetic Survey in June 1991..
 DA1052
 DA1052.The geoid height was determined by GEOID03.
 DA1052
 DA1052.The dynamic height is computed by dividing the NAVD 88
 DA1052.geopotential number by the normal gravity value computed on the
 DA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1052.degrees latitude (g = 980.6199 gals.).
 DA1052
 DA1052.The modeled gravity was interpolated from observed gravity values.
 DA1052
 DA1052;                    North         East    Units  Estimated Accuracy
 DA1052;SPC AZ W     -   187,800.      192,310.      MT  (+/- 180 meters Scaled)
 DA1052
 DA1052                          SUPERSEDED SURVEY CONTROL
 DA1052
 DA1052.No superseded survey control is available for this station.
 DA1052
 DA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB211212(NAD 83)
 DA1052_MARKER: DD = SURVEY DISK
 DA1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1052_SP_SET: BRIDGE
 DA1052_STAMPING: 357.98 1066+40 1941
 DA1052_MARK LOGO: AZHD  
 DA1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1052
 DA1052  HISTORY     - Date     Condition        Report By
 DA1052  HISTORY     - 1941     MONUMENTED       AZHD
 DA1052  HISTORY     - 1952     GOOD             NGS
 DA1052  HISTORY     - 1981     GOOD             NGS
 DA1052  HISTORY     - 1981     GOOD             NGS
 DA1052
 DA1052                          STATION DESCRIPTION
 DA1052
 DA1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1052'9.3 MI E FROM WELLTON.
 DA1052'9.3 MILES EAST ALONG THE HIGHWAY AND RAILROAD FROM THE SOUTHERN
 DA1052'PACIFIC COMPANY WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH
 DA1052'GUARD RAIL OF THE HIGHWAY BRIDGE OVER A WASH, 150 FEET NORTH OF
 DA1052'RAILROAD BRIDGE NO. 779.61, 17.6 FEET SOUTH OF THE CENTER LINE OF THE
 DA1052'HIGHWAY, 0.9 FOOT ABOVE THE HIGHWAY.
 DA1052
 DA1052                          STATION RECOVERY (1981)
 DA1052
 DA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1052'2.15 KM (1.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1052'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1052'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1052'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1052'THE HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1052'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1052'HEADWALL.
 DA1052'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1052
 DA1052                          STATION RECOVERY (1981)
 DA1052
 DA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1052'2.15 KM (1.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1052'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1052'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1052'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1052'THE HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1052'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1052'HEADWALL.
 DA1052'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0303 ***********************************************************************
 FS0303  DESIGNATION -  1068+45
 FS0303  PID         -  FS0303
 FS0303  STATE/COUNTY-  AZ/MOHAVE
 FS0303  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0303
 FS0303                         *CURRENT SURVEY CONTROL
 FS0303  ___________________________________________________________________
 FS0303* NAD 83(1986)-  35 37 12.     (N)    114 25 08.     (W)     SCALED    
 FS0303* NAVD 88     -       813.983  (meters)    2670.54   (feet)  POSTED    
 FS0303  ___________________________________________________________________
 FS0303  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0303  DYNAMIC HT  -         813.080 (meters)    2667.58  (feet)  COMP
 FS0303  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 FS0303
 FS0303  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0303
 FS0303.The horizontal coordinates were scaled from a topographic map and have
 FS0303.an estimated accuracy of +/- 6 seconds.
 FS0303
 FS0303.The orthometric height was determined by differential leveling
 FS0303.and adjusted by the National Geodetic Survey in 1992..
 FS0303.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0303.rate of 3.1 thru 4.0 mm/km.
 FS0303
 FS0303.The geoid height was determined by GEOID03.
 FS0303
 FS0303.The dynamic height is computed by dividing the NAVD 88
 FS0303.geopotential number by the normal gravity value computed on the
 FS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0303.degrees latitude (g = 980.6199 gals.).
 FS0303
 FS0303.The modeled gravity was interpolated from observed gravity values.
 FS0303
 FS0303;                    North         East    Units  Estimated Accuracy
 FS0303;SPC AZ W     -   512,580.      152,770.      MT  (+/- 180 meters Scaled)
 FS0303
 FS0303                          SUPERSEDED SURVEY CONTROL
 FS0303
 FS0303  NGVD 29 (??/??/92)  813.255  (m)         2668.15   (f) ADJ UNCH    1 1
 FS0303
 FS0303.Superseded values are not recommended for survey control.
 FS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0303.See file dsdata.txt to determine how the superseded data were derived.
 FS0303
 FS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV337448(NAD 83)
 FS0303_MARKER: DD = SURVEY DISK
 FS0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0303_SP_SET: CULVERT
 FS0303_STAMPING: 1068+45 2669.12 1936
 FS0303_MARK LOGO: AZHD  
 FS0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0303
 FS0303  HISTORY     - Date     Condition        Report By
 FS0303  HISTORY     - 1936     MONUMENTED       AZHD
 FS0303  HISTORY     - 1949     GOOD             NGS
 FS0303  HISTORY     - 1982     GOOD             NGS
 FS0303
 FS0303                          STATION DESCRIPTION
 FS0303
 FS0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0303'18 MI NW FROM GRASSHOPPER JUNCTION.
 FS0303'18.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0303'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0303'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0303'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0303'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0303'FOOT HIGHER THAN THE HIGHWAY.
 FS0303
 FS0303                          STATION RECOVERY (1982)
 FS0303
 FS0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0303'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1348 ***********************************************************************
 DV1348  DESIGNATION -  1069.59
 DV1348  PID         -  DV1348
 DV1348  STATE/COUNTY-  AZ/MARICOPA
 DV1348  USGS QUAD   -  PERRYVILLE (1982)
 DV1348
 DV1348                         *CURRENT SURVEY CONTROL
 DV1348  ___________________________________________________________________
 DV1348* NAD 83(1986)-  33 27 53.     (N)    112 27 43.     (W)     SCALED    
 DV1348* NAVD 88     -       326.595  (meters)    1071.50   (feet)  ADJUSTED  
 DV1348  ___________________________________________________________________
 DV1348  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV1348  DYNAMIC HT  -         326.220 (meters)    1070.27  (feet)  COMP
 DV1348  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV1348
 DV1348  VERT ORDER  -  FIRST     CLASS II
 DV1348
 DV1348.The horizontal coordinates were scaled from a topographic map and have
 DV1348.an estimated accuracy of +/- 6 seconds.
 DV1348
 DV1348.The orthometric height was determined by differential leveling
 DV1348.and adjusted by the National Geodetic Survey in November 1993..
 DV1348
 DV1348.The geoid height was determined by GEOID03.
 DV1348
 DV1348.The dynamic height is computed by dividing the NAVD 88
 DV1348.geopotential number by the normal gravity value computed on the
 DV1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1348.degrees latitude (g = 980.6199 gals.).
 DV1348
 DV1348.The modeled gravity was interpolated from observed gravity values.
 DV1348
 DV1348;                    North         East    Units  Estimated Accuracy
 DV1348;SPC AZ C     -   273,420.      162,680.      MT  (+/- 180 meters Scaled)
 DV1348
 DV1348                          SUPERSEDED SURVEY CONTROL
 DV1348
 DV1348.No superseded survey control is available for this station.
 DV1348
 DV1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641037(NAD 83)
 DV1348_MARKER: DB = BENCH MARK DISK
 DV1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1348_SP_SET: CONCRETE BRIDGE
 DV1348_STAMPING: 1069.59
 DV1348_MARK LOGO: AZDT  
 DV1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1348
 DV1348  HISTORY     - Date     Condition        Report By
 DV1348  HISTORY     - UNK      MONUMENTED       AZDT
 DV1348  HISTORY     - 1981     GOOD             AZDT
 DV1348
 DV1348                          STATION DESCRIPTION
 DV1348
 DV1348'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1348'8.0 MI NW FROM GOODYEAR.
 DV1348'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1348'INTERSECTION OF DYSART ROAD TO PERRYVILLE ROAD OVERPASS AND THE MARK.
 DV1348'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1348'EASTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1349 ***********************************************************************
 DV1349  DESIGNATION -  1069.94
 DV1349  PID         -  DV1349
 DV1349  STATE/COUNTY-  AZ/MARICOPA
 DV1349  USGS QUAD   -  PERRYVILLE (1982)
 DV1349
 DV1349                         *CURRENT SURVEY CONTROL
 DV1349  ___________________________________________________________________
 DV1349* NAD 83(1986)-  33 27 53.     (N)    112 27 43.     (W)     SCALED    
 DV1349* NAVD 88     -       326.699  (meters)    1071.85   (feet)  ADJUSTED  
 DV1349  ___________________________________________________________________
 DV1349  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV1349  DYNAMIC HT  -         326.324 (meters)    1070.61  (feet)  COMP
 DV1349  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV1349
 DV1349  VERT ORDER  -  FIRST     CLASS II
 DV1349
 DV1349.The horizontal coordinates were scaled from a topographic map and have
 DV1349.an estimated accuracy of +/- 6 seconds.
 DV1349
 DV1349.The orthometric height was determined by differential leveling
 DV1349.and adjusted by the National Geodetic Survey in November 1993..
 DV1349
 DV1349.The geoid height was determined by GEOID03.
 DV1349
 DV1349.The dynamic height is computed by dividing the NAVD 88
 DV1349.geopotential number by the normal gravity value computed on the
 DV1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1349.degrees latitude (g = 980.6199 gals.).
 DV1349
 DV1349.The modeled gravity was interpolated from observed gravity values.
 DV1349
 DV1349;                    North         East    Units  Estimated Accuracy
 DV1349;SPC AZ C     -   273,420.      162,680.      MT  (+/- 180 meters Scaled)
 DV1349
 DV1349                          SUPERSEDED SURVEY CONTROL
 DV1349
 DV1349.No superseded survey control is available for this station.
 DV1349
 DV1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641037(NAD 83)
 DV1349_MARKER: DB = BENCH MARK DISK
 DV1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1349_SP_SET: CONCRETE BRIDGE
 DV1349_STAMPING: 1069.94
 DV1349_MARK LOGO: AZDT  
 DV1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1349
 DV1349  HISTORY     - Date     Condition        Report By
 DV1349  HISTORY     - UNK      MONUMENTED       AZDT
 DV1349  HISTORY     - 1981     GOOD             AZDT
 DV1349
 DV1349                          STATION DESCRIPTION
 DV1349
 DV1349'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1349'8.0 MI NW FROM GOODYEAR.
 DV1349'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1349'INTERSECTION OF DYSART ROAD TO PERRYVILLE ROAD OVERPASS AND THE MARK.
 DV1349'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1349'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0599 ***********************************************************************
 ER0599  DESIGNATION -  107 BKC
 ER0599  PID         -  ER0599
 ER0599  STATE/COUNTY-  AZ/APACHE
 ER0599  USGS QUAD   -  MESA PARADA NW (1984)
 ER0599
 ER0599                         *CURRENT SURVEY CONTROL
 ER0599  ___________________________________________________________________
 ER0599* NAD 83(1986)-  34 26 49.     (N)    109 14 17.     (W)     SCALED    
 ER0599* NAVD 88     -      1971.577  (meters)    6468.42   (feet)  ADJUSTED  
 ER0599  ___________________________________________________________________
 ER0599  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0599  DYNAMIC HT  -        1968.644 (meters)    6458.79  (feet)  COMP
 ER0599  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 ER0599
 ER0599  VERT ORDER  -  SECOND    CLASS 0
 ER0599
 ER0599.The horizontal coordinates were scaled from a topographic map and have
 ER0599.an estimated accuracy of +/- 6 seconds.
 ER0599
 ER0599.The orthometric height was determined by differential leveling
 ER0599.and adjusted by the National Geodetic Survey in June 1991..
 ER0599
 ER0599.The geoid height was determined by GEOID03.
 ER0599
 ER0599.The dynamic height is computed by dividing the NAVD 88
 ER0599.geopotential number by the normal gravity value computed on the
 ER0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0599.degrees latitude (g = 980.6199 gals.).
 ER0599
 ER0599.The modeled gravity was interpolated from observed gravity values.
 ER0599
 ER0599;                    North         East    Units  Estimated Accuracy
 ER0599;SPC AZ E     -   382,620.      298,690.      MT  (+/- 180 meters Scaled)
 ER0599
 ER0599                          SUPERSEDED SURVEY CONTROL
 ER0599
 ER0599  NGVD 29 (??/??/92) 1970.65   (m)         6465.4    (f) COMPUTED    2 0
 ER0599
 ER0599.Superseded values are not recommended for survey control.
 ER0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0599.See file dsdata.txt to determine how the superseded data were derived.
 ER0599
 ER0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD618131(NAD 83)
 ER0599_MARKER: DB = BENCH MARK DISK
 ER0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0599_SP_SET: COPPER-CLAD STEEL ROD
 ER0599_STAMPING: 107 BKC 1968 6465
 ER0599_MARK LOGO: USGS  
 ER0599_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0599+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0599
 ER0599  HISTORY     - Date     Condition        Report By
 ER0599  HISTORY     - 1968     MONUMENTED       USGS
 ER0599
 ER0599                          STATION DESCRIPTION
 ER0599
 ER0599'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0599'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0599'ALONG U S HIGHWAY 666, THENCE 8.1 MILES EAST ALONG A GRAVEL ROAD TO A
 ER0599'Y-ROAD SOUTH, 73 FEET NORTH OF THE INTERSECTION, 4 FEET SOUTH OF A
 ER0599'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0599'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0570 ***********************************************************************
 ER0570  DESIGNATION -  107 DOR
 ER0570  PID         -  ER0570
 ER0570  STATE/COUNTY-  AZ/APACHE
 ER0570  USGS QUAD   -  LONG H RANCH (1984)
 ER0570
 ER0570                         *CURRENT SURVEY CONTROL
 ER0570  ___________________________________________________________________
 ER0570* NAD 83(1986)-  34 45 33.     (N)    109 27 56.     (W)     SCALED    
 ER0570* NAVD 88     -      1825.014  (meters)    5987.57   (feet)  ADJUSTED  
 ER0570  ___________________________________________________________________
 ER0570  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0570  DYNAMIC HT  -        1822.405 (meters)    5979.01  (feet)  COMP
 ER0570  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 ER0570
 ER0570  VERT ORDER  -  SECOND    CLASS II
 ER0570
 ER0570.The horizontal coordinates were scaled from a topographic map and have
 ER0570.an estimated accuracy of +/- 6 seconds.
 ER0570
 ER0570.The orthometric height was determined by differential leveling
 ER0570.and adjusted by the National Geodetic Survey in June 1991..
 ER0570
 ER0570.The geoid height was determined by GEOID03.
 ER0570
 ER0570.The dynamic height is computed by dividing the NAVD 88
 ER0570.geopotential number by the normal gravity value computed on the
 ER0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0570.degrees latitude (g = 980.6199 gals.).
 ER0570
 ER0570.The modeled gravity was interpolated from observed gravity values.
 ER0570
 ER0570;                    North         East    Units  Estimated Accuracy
 ER0570;SPC AZ E     -   417,080.      277,540.      MT  (+/- 180 meters Scaled)
 ER0570
 ER0570                          SUPERSEDED SURVEY CONTROL
 ER0570
 ER0570.No superseded survey control is available for this station.
 ER0570
 ER0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD404474(NAD 83)
 ER0570_MARKER: DB = BENCH MARK DISK
 ER0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0570_SP_SET: CONCRETE POST
 ER0570_STAMPING: 107 DOR 1972 5985
 ER0570_MARK LOGO: USGS  
 ER0570_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0570+STABILITY: SURFACE MOTION
 ER0570
 ER0570  HISTORY     - Date     Condition        Report By
 ER0570  HISTORY     - 1972     MONUMENTED       USGS
 ER0570
 ER0570                          STATION DESCRIPTION
 ER0570
 ER0570'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0570'41.5 KM (25.80 MI) NNW FROM ST JOHNS.
 ER0570'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0570'180 TO A Y-ROAD JUNCTION LEADING NORTHWEST ALONG HIGHWAY 180, THENCE
 ER0570'2.9 MILES NORTHWEST TO A T-ROAD LEADING NORTHEAST, THENCE 18.1 MILES
 ER0570'NORTH ALONG A ROAD TOWARD NAVAJO, IN A BARE AREA, 33 FEET EAST OF THE
 ER0570'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0454 ***********************************************************************
 GQ0454  DESIGNATION -  107 DOR
 GQ0454  PID         -  GQ0454
 GQ0454  STATE/COUNTY-  AZ/MOHAVE
 GQ0454  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0454
 GQ0454                         *CURRENT SURVEY CONTROL
 GQ0454  ___________________________________________________________________
 GQ0454* NAD 83(1986)-  36 43 02.     (N)    113 31 46.     (W)     SCALED    
 GQ0454* NAVD 88     -      1566.810  (meters)    5140.44   (feet)  POSTED    
 GQ0454  ___________________________________________________________________
 GQ0454  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 GQ0454  DYNAMIC HT  -        1565.020 (meters)    5134.57  (feet)  COMP
 GQ0454  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 GQ0454
 GQ0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0454
 GQ0454.The horizontal coordinates were scaled from a topographic map and have
 GQ0454.an estimated accuracy of +/- 6 seconds.
 GQ0454
 GQ0454.The orthometric height was determined by differential leveling
 GQ0454.and adjusted by the National Geodetic Survey in 1992..
 GQ0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0454.rate of 0.0 thru 1.0 mm/km.
 GQ0454
 GQ0454.The geoid height was determined by GEOID03.
 GQ0454
 GQ0454.The dynamic height is computed by dividing the NAVD 88
 GQ0454.geopotential number by the normal gravity value computed on the
 GQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0454.degrees latitude (g = 980.6199 gals.).
 GQ0454
 GQ0454.The modeled gravity was interpolated from observed gravity values.
 GQ0454
 GQ0454;                    North         East    Units  Estimated Accuracy
 GQ0454;SPC AZ W     -   634,140.      233,060.      MT  (+/- 180 meters Scaled)
 GQ0454
 GQ0454                          SUPERSEDED SURVEY CONTROL
 GQ0454
 GQ0454.No superseded survey control is available for this station.
 GQ0454
 GQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF740664(NAD 83)
 GQ0454_MARKER: DB = BENCH MARK DISK
 GQ0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0454_SP_SET: COPPER-CLAD STEEL ROD
 GQ0454_STAMPING: 107 DOR 1970 5137
 GQ0454_MARK LOGO: USGS  
 GQ0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0454
 GQ0454  HISTORY     - Date     Condition        Report By
 GQ0454  HISTORY     - 1970     MONUMENTED       USGS
 GQ0454
 GQ0454                          STATION DESCRIPTION
 GQ0454
 GQ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0454'48.0 KM (29.80 MI) SSE FROM ST GEORGE UT.
 GQ0454'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0454'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0454'ROAD TO THE ARIZONA STATE LINE, CONTINUE 23.1 MILES SOUTH ALONG MT.
 GQ0454'TRUMBULL ROAD TO A Y-ROAD LEADING SOUTH, 75 FEET EAST OF THE Y-ROAD,
 GQ0454'50 FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0454'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0454'THE MARK IS 5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0841 ***********************************************************************
 FQ0841  DESIGNATION -  107 DOR
 FQ0841  PID         -  FQ0841
 FQ0841  STATE/COUNTY-  AZ/COCONINO
 FQ0841  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0841
 FQ0841                         *CURRENT SURVEY CONTROL
 FQ0841  ___________________________________________________________________
 FQ0841* NAD 83(1986)-  35 32 26.     (N)    110 58 11.     (W)     SCALED    
 FQ0841* NAVD 88     -      1475.542  (meters)    4841.01   (feet)  POSTED    
 FQ0841  ___________________________________________________________________
 FQ0841  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0841  DYNAMIC HT  -        1473.660 (meters)    4834.83  (feet)  COMP
 FQ0841  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 FQ0841
 FQ0841  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0841
 FQ0841.The horizontal coordinates were scaled from a topographic map and have
 FQ0841.an estimated accuracy of +/- 6 seconds.
 FQ0841
 FQ0841.The orthometric height was determined by differential leveling
 FQ0841.and adjusted by the National Geodetic Survey in 1992..
 FQ0841.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0841.rate of 0.0 thru 1.0 mm/km.
 FQ0841
 FQ0841.The geoid height was determined by GEOID03.
 FQ0841
 FQ0841.The dynamic height is computed by dividing the NAVD 88
 FQ0841.geopotential number by the normal gravity value computed on the
 FQ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0841.degrees latitude (g = 980.6199 gals.).
 FQ0841
 FQ0841.The modeled gravity was interpolated from observed gravity values.
 FQ0841
 FQ0841;                    North         East    Units  Estimated Accuracy
 FQ0841;SPC AZ C     -   503,950.      299,230.      MT  (+/- 180 meters Scaled)
 FQ0841
 FQ0841                          SUPERSEDED SURVEY CONTROL
 FQ0841
 FQ0841  NGVD 29 (??/??/92) 1474.80   (m)         4838.6    (f) COMPUTED    2 2
 FQ0841
 FQ0841.Superseded values are not recommended for survey control.
 FQ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0841.See file dsdata.txt to determine how the superseded data were derived.
 FQ0841
 FQ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE027329(NAD 83)
 FQ0841_MARKER: DB = BENCH MARK DISK
 FQ0841_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0841_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0841_STAMPING: 107 DOR 1965 4838
 FQ0841_MARK LOGO: USGS  
 FQ0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0841+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1968
 FQ0841
 FQ0841  HISTORY     - Date     Condition        Report By
 FQ0841  HISTORY     - 1965     MONUMENTED       USGS
 FQ0841  HISTORY     - 19680610 GOOD             USGS
 FQ0841
 FQ0841                          STATION DESCRIPTION
 FQ0841
 FQ0841'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0841'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0841'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0841'T-ROAD NORTHWEST HEADING TOWARDS THE SAND SPRINGS AREA, THENCE 5.7
 FQ0841'MILES NORTHWEST, 0.3 MILES SOUTHEAST OF THE JUNCTION OF A Y-ROAD
 FQ0841'NORTH, 18 FEET NORTHEAST AND 1 FOOT HIGHER THAN THE CENTER OF THE
 FQ0841'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST.  ESTABLISHED AS A USGS
 FQ0841'THIRD ORDER TRIANGULATION STATION IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0675 ***********************************************************************
 GP0675  DESIGNATION -  107 DOR
 GP0675  PID         -  GP0675
 GP0675  STATE/COUNTY-  AZ/COCONINO
 GP0675  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0675
 GP0675                         *CURRENT SURVEY CONTROL
 GP0675  ___________________________________________________________________
 GP0675* NAD 83(1986)-  36 34 17.     (N)    110 48 09.     (W)     SCALED    
 GP0675* NAVD 88     -      1913.169  (meters)    6276.79   (feet)  ADJUSTED  
 GP0675  ___________________________________________________________________
 GP0675  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 GP0675  DYNAMIC HT  -        1910.772 (meters)    6268.92  (feet)  COMP
 GP0675  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 GP0675
 GP0675  VERT ORDER  -  SECOND    CLASS 0
 GP0675
 GP0675.The horizontal coordinates were scaled from a topographic map and have
 GP0675.an estimated accuracy of +/- 6 seconds.
 GP0675
 GP0675.The orthometric height was determined by differential leveling
 GP0675.and adjusted by the National Geodetic Survey in June 1991..
 GP0675
 GP0675.The geoid height was determined by GEOID03.
 GP0675
 GP0675.The dynamic height is computed by dividing the NAVD 88
 GP0675.geopotential number by the normal gravity value computed on the
 GP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0675.degrees latitude (g = 980.6199 gals.).
 GP0675
 GP0675.The modeled gravity was interpolated from observed gravity values.
 GP0675
 GP0675;                    North         East    Units  Estimated Accuracy
 GP0675;SPC AZ C     -   618,490.      313,080.      MT  (+/- 180 meters Scaled)
 GP0675
 GP0675                          SUPERSEDED SURVEY CONTROL
 GP0675
 GP0675.No superseded survey control is available for this station.
 GP0675
 GP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF176473(NAD 83)
 GP0675_MARKER: DB = BENCH MARK DISK
 GP0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0675_SP_SET: COPPER-CLAD STEEL ROD
 GP0675_STAMPING: 107 DOR 1969 6274
 GP0675_MARK LOGO: USGS  
 GP0675_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0675+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0675
 GP0675  HISTORY     - Date     Condition        Report By
 GP0675  HISTORY     - 1969     MONUMENTED       USGS
 GP0675
 GP0675                          STATION DESCRIPTION
 GP0675
 GP0675'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0675'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0675'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0675'NORTH, THENCE 14.4 MILES NORTH AND NORTHEAST, 0.1 MILE SOUTHWEST OF
 GP0675'AN EARTH STOCK TANK, 0.1 MILE NORTH OF A Y-ROAD SOUTHWEST, 50 FEET
 GP0675'WEST AND 3 FEET HIGHER THAN THE ROAD, 10 FEET NORTH OF A TELEPHONE
 GP0675'POLE, 2 FEET SOUTH OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED
 GP0675'BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0031 ***********************************************************************
 CZ0031  DESIGNATION -  1073
 CZ0031  PID         -  CZ0031
 CZ0031  STATE/COUNTY-  AZ/COCHISE
 CZ0031  USGS QUAD   -  DRAGOON (1995)
 CZ0031
 CZ0031                         *CURRENT SURVEY CONTROL
 CZ0031  ___________________________________________________________________
 CZ0031* NAD 83(1986)-  32 07 11.     (N)    110 00 58.     (W)     SCALED    
 CZ0031* NAVD 88     -      1411.192  (meters)    4629.89   (feet)  ADJUSTED  
 CZ0031  ___________________________________________________________________
 CZ0031  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0031  DYNAMIC HT  -        1409.048 (meters)    4622.85  (feet)  COMP
 CZ0031  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 CZ0031
 CZ0031  VERT ORDER  -  FIRST     CLASS II
 CZ0031
 CZ0031.The horizontal coordinates were scaled from a topographic map and have
 CZ0031.an estimated accuracy of +/- 6 seconds.
 CZ0031
 CZ0031.The orthometric height was determined by differential leveling
 CZ0031.and adjusted by the National Geodetic Survey in June 1991..
 CZ0031
 CZ0031.The geoid height was determined by GEOID03.
 CZ0031
 CZ0031.The dynamic height is computed by dividing the NAVD 88
 CZ0031.geopotential number by the normal gravity value computed on the
 CZ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0031.degrees latitude (g = 980.6199 gals.).
 CZ0031
 CZ0031.The modeled gravity was interpolated from observed gravity values.
 CZ0031
 CZ0031;                    North         East    Units  Estimated Accuracy
 CZ0031;SPC AZ E     -   124,150.      227,570.      MT  (+/- 180 meters Scaled)
 CZ0031
 CZ0031                          SUPERSEDED SURVEY CONTROL
 CZ0031
 CZ0031  NGVD 29 (??/??/92) 1410.342  (m)         4627.10   (f) ADJ UNCH    1 2
 CZ0031
 CZ0031.Superseded values are not recommended for survey control.
 CZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0031.See file dsdata.txt to determine how the superseded data were derived.
 CZ0031
 CZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA928541(NAD 83)
 CZ0031_MARKER: DD = SURVEY DISK
 CZ0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0031_SP_SET: BRIDGE
 CZ0031_STAMPING: 1073 4627.93
 CZ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0031
 CZ0031  HISTORY     - Date     Condition        Report By
 CZ0031  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0031  HISTORY     - 1960     GOOD             NGS
 CZ0031  HISTORY     - 1979     GOOD             NGS
 CZ0031
 CZ0031                          STATION DESCRIPTION
 CZ0031
 CZ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0031'21.8 MI E FROM BENSON.
 CZ0031'21.8 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0031'HIGHWAY 86, AT MILEPOST 314, 35 FEET SOUTHEAST OF THE CENTERLINE OF
 CZ0031'THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF
 CZ0031'THE SOUTHEAST HEADWALL OF A 5-FOOT CONCRETE BRIDGE THAT IS A STOCK
 CZ0031'UNDERPASS, ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CZ0031
 CZ0031                          STATION RECOVERY (1979)
 CZ0031
 CZ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0031'34.8 KILOMETERS (21.65 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0031'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0031'OF THE SOUTHEAST HEADWALL FOR A 1.8- BY 2.4-METER BOX CULVERT, 10.7
 CZ0031'METERS (35.3 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0031'TRAFFIC LANE AND 41 METERS (134 FEET) SOUTHWEST OF MILE POST 326.
 CZ0031'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1430 ***********************************************************************
 DU1430  DESIGNATION -  1076
 DU1430  PID         -  DU1430
 DU1430  STATE/COUNTY-  AZ/MARICOPA
 DU1430  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1430
 DU1430                         *CURRENT SURVEY CONTROL
 DU1430  ___________________________________________________________________
 DU1430* NAD 83(1986)-  33 23 12.     (N)    111 36 56.     (W)     SCALED    
 DU1430* NAVD 88     -       457.594  (meters)    1501.29   (feet)  ADJUSTED  
 DU1430  ___________________________________________________________________
 DU1430  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1430  DYNAMIC HT  -         457.045 (meters)    1499.49  (feet)  COMP
 DU1430  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 DU1430
 DU1430  VERT ORDER  -  FIRST     CLASS I
 DU1430
 DU1430.The horizontal coordinates were scaled from a topographic map and have
 DU1430.an estimated accuracy of +/- 6 seconds.
 DU1430
 DU1430.The orthometric height was determined by differential leveling
 DU1430.and adjusted by the National Geodetic Survey in November 1993..
 DU1430
 DU1430.The geoid height was determined by GEOID03.
 DU1430
 DU1430.The dynamic height is computed by dividing the NAVD 88
 DU1430.geopotential number by the normal gravity value computed on the
 DU1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1430.degrees latitude (g = 980.6199 gals.).
 DU1430
 DU1430.The modeled gravity was interpolated from observed gravity values.
 DU1430
 DU1430;                    North         East    Units  Estimated Accuracy
 DU1430;SPC AZ C     -   264,670.      241,370.      MT  (+/- 180 meters Scaled)
 DU1430
 DU1430                          SUPERSEDED SURVEY CONTROL
 DU1430
 DU1430  NGVD 29 (??/??/92)  457.512  (m)         1501.02   (f) ADJ UNCH    1 1
 DU1430
 DU1430.Superseded values are not recommended for survey control.
 DU1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1430.See file dsdata.txt to determine how the superseded data were derived.
 DU1430
 DU1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427943(NAD 83)
 DU1430_MARKER: DD = SURVEY DISK
 DU1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1430_SP_SET: CONCRETE POST
 DU1430_STAMPING: P M STA 1076
 DU1430_MARK LOGO: AZHD  
 DU1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1430+STABILITY: SURFACE MOTION
 DU1430
 DU1430  HISTORY     - Date     Condition        Report By
 DU1430  HISTORY     - UNK      MONUMENTED       AZDT
 DU1430  HISTORY     - 1975     GOOD             AZDT
 DU1430  HISTORY     - 1984     GOOD             AZDT
 DU1430
 DU1430                          STATION DESCRIPTION
 DU1430
 DU1430'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1430'7 MI SE FROM BUCKHORN.
 DU1430'ON THE CENTERLINE OF THE SUPERSTITION FREEWAY.  5 FT. WEST OF THE
 DU1430'CENTERLINE OF CRISMON ROAD.  SUPERSTITION FREEWAY BETWEEN POWER ROAD
 DU1430'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN A SQUARE CONCRETE POST,
 DU1430'UP 0.05 FT.
 DU1430
 DU1430                          STATION RECOVERY (1984)
 DU1430
 DU1430'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1430'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1430'INTERSECTION OF EAST BROADWAY ROAD AND CRISMON ROAD GO SOUTH ON
 DU1430'CRISMON ROAD FOR APROXIMATELY 2.41 KM.  (1.5 MI.) TO THE INTERSECTION
 DU1430'OF CRISMON ROAD AND THE CENTERLINE OF STATE ROUTE 360 (SUPERSTITION
 DU1430'FREEWAY),ON THE CENTERLINE OF THE SUPERSTITION FREEWAY, 1.5 METERS (5
 DU1430'FT.) WEST OF THE CENTERLINE OF CRISMON ROAD.  AN AZHD BRASS CAP, SET
 DU1430'IN A SQUARE CONCRETE POST, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0302 ***********************************************************************
 FS0302  DESIGNATION -  1076+50
 FS0302  PID         -  FS0302
 FS0302  STATE/COUNTY-  AZ/MOHAVE
 FS0302  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0302
 FS0302                         *CURRENT SURVEY CONTROL
 FS0302  ___________________________________________________________________
 FS0302* NAD 83(1986)-  35 37 16.     (N)    114 25 11.     (W)     SCALED    
 FS0302* NAVD 88     -       812.190  (meters)    2664.66   (feet)  POSTED    
 FS0302  ___________________________________________________________________
 FS0302  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0302  DYNAMIC HT  -         811.290 (meters)    2661.71  (feet)  COMP
 FS0302  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 FS0302
 FS0302  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0302
 FS0302.The horizontal coordinates were scaled from a topographic map and have
 FS0302.an estimated accuracy of +/- 6 seconds.
 FS0302
 FS0302.The orthometric height was determined by differential leveling
 FS0302.and adjusted by the National Geodetic Survey in 1992..
 FS0302.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0302.rate of 3.1 thru 4.0 mm/km.
 FS0302
 FS0302.The geoid height was determined by GEOID03.
 FS0302
 FS0302.The dynamic height is computed by dividing the NAVD 88
 FS0302.geopotential number by the normal gravity value computed on the
 FS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0302.degrees latitude (g = 980.6199 gals.).
 FS0302
 FS0302.The modeled gravity was interpolated from observed gravity values.
 FS0302
 FS0302;                    North         East    Units  Estimated Accuracy
 FS0302;SPC AZ W     -   512,700.      152,690.      MT  (+/- 180 meters Scaled)
 FS0302
 FS0302                          SUPERSEDED SURVEY CONTROL
 FS0302
 FS0302  NGVD 29 (??/??/92)  811.463  (m)         2662.27   (f) ADJ UNCH    1 1
 FS0302
 FS0302.Superseded values are not recommended for survey control.
 FS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0302.See file dsdata.txt to determine how the superseded data were derived.
 FS0302
 FS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV336449(NAD 83)
 FS0302_MARKER: DD = SURVEY DISK
 FS0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0302_SP_SET: CULVERT
 FS0302_STAMPING: 1076+50 2663.23 1936
 FS0302_MARK LOGO: AZHD  
 FS0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0302
 FS0302  HISTORY     - Date     Condition        Report By
 FS0302  HISTORY     - 1936     MONUMENTED       AZHD
 FS0302  HISTORY     - 1949     GOOD             NGS
 FS0302  HISTORY     - 1982     GOOD             NGS
 FS0302
 FS0302                          STATION DESCRIPTION
 FS0302
 FS0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0302'18.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0302'18.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0302'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.3 MILE NORTHWEST
 FS0302'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0302'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0302'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0302'FOOT HIGHER THAN THE HIGHWAY.
 FS0302
 FS0302                          STATION RECOVERY (1982)
 FS0302
 FS0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0302'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0600 ***********************************************************************
 ER0600  DESIGNATION -  108 BKC
 ER0600  PID         -  ER0600
 ER0600  STATE/COUNTY-  AZ/APACHE
 ER0600  USGS QUAD   -  MESA PARADA NW (1984)
 ER0600
 ER0600                         *CURRENT SURVEY CONTROL
 ER0600  ___________________________________________________________________
 ER0600* NAD 83(1986)-  34 26 55.     (N)    109 13 12.     (W)     SCALED    
 ER0600* NAVD 88     -      1965.503  (meters)    6448.49   (feet)  ADJUSTED  
 ER0600  ___________________________________________________________________
 ER0600  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ER0600  DYNAMIC HT  -        1962.570 (meters)    6438.87  (feet)  COMP
 ER0600  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 ER0600
 ER0600  VERT ORDER  -  SECOND    CLASS 0
 ER0600
 ER0600.The horizontal coordinates were scaled from a topographic map and have
 ER0600.an estimated accuracy of +/- 6 seconds.
 ER0600
 ER0600.The orthometric height was determined by differential leveling
 ER0600.and adjusted by the National Geodetic Survey in June 1991..
 ER0600
 ER0600.The geoid height was determined by GEOID03.
 ER0600
 ER0600.The dynamic height is computed by dividing the NAVD 88
 ER0600.geopotential number by the normal gravity value computed on the
 ER0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0600.degrees latitude (g = 980.6199 gals.).
 ER0600
 ER0600.The modeled gravity was interpolated from observed gravity values.
 ER0600
 ER0600;                    North         East    Units  Estimated Accuracy
 ER0600;SPC AZ E     -   382,820.      300,350.      MT  (+/- 180 meters Scaled)
 ER0600
 ER0600                          SUPERSEDED SURVEY CONTROL
 ER0600
 ER0600  NGVD 29 (??/??/92) 1964.56   (m)         6445.4    (f) COMPUTED    2 0
 ER0600
 ER0600.Superseded values are not recommended for survey control.
 ER0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0600.See file dsdata.txt to determine how the superseded data were derived.
 ER0600
 ER0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD635133(NAD 83)
 ER0600_MARKER: DB = BENCH MARK DISK
 ER0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0600_SP_SET: COPPER-CLAD STEEL ROD
 ER0600_STAMPING: 108 BKC 1968 6445
 ER0600_MARK LOGO: USGS  
 ER0600_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0600+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0600
 ER0600  HISTORY     - Date     Condition        Report By
 ER0600  HISTORY     - 1968     MONUMENTED       USGS
 ER0600
 ER0600                          STATION DESCRIPTION
 ER0600
 ER0600'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0600'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0600'ALONG U S HIGHWAY 666, THENCE 9.1 MILES EAST ALONG A GRAVEL ROAD, 34
 ER0600'FEET EAST OF THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN ON A FENCE, SET
 ER0600'ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE
 ER0600'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0571 ***********************************************************************
 ER0571  DESIGNATION -  108 DOR
 ER0571  PID         -  ER0571
 ER0571  STATE/COUNTY-  AZ/APACHE
 ER0571  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0571
 ER0571                         *CURRENT SURVEY CONTROL
 ER0571  ___________________________________________________________________
 ER0571* NAD 83(1986)-  34 44 32.     (N)    109 27 57.     (W)     SCALED    
 ER0571* NAVD 88     -      1820.345  (meters)    5972.25   (feet)  ADJUSTED  
 ER0571  ___________________________________________________________________
 ER0571  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ER0571  DYNAMIC HT  -        1817.745 (meters)    5963.72  (feet)  COMP
 ER0571  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 ER0571
 ER0571  VERT ORDER  -  SECOND    CLASS II
 ER0571
 ER0571.The horizontal coordinates were scaled from a topographic map and have
 ER0571.an estimated accuracy of +/- 6 seconds.
 ER0571
 ER0571.The orthometric height was determined by differential leveling
 ER0571.and adjusted by the National Geodetic Survey in June 1991..
 ER0571
 ER0571.The geoid height was determined by GEOID03.
 ER0571
 ER0571.The dynamic height is computed by dividing the NAVD 88
 ER0571.geopotential number by the normal gravity value computed on the
 ER0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0571.degrees latitude (g = 980.6199 gals.).
 ER0571
 ER0571.The modeled gravity was interpolated from observed gravity values.
 ER0571
 ER0571;                    North         East    Units  Estimated Accuracy
 ER0571;SPC AZ E     -   415,200.      277,530.      MT  (+/- 180 meters Scaled)
 ER0571
 ER0571                          SUPERSEDED SURVEY CONTROL
 ER0571
 ER0571.No superseded survey control is available for this station.
 ER0571
 ER0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD404455(NAD 83)
 ER0571_MARKER: DB = BENCH MARK DISK
 ER0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0571_SP_SET: CONCRETE POST
 ER0571_STAMPING: 108 DOR 1972 5969
 ER0571_MARK LOGO: USGS  
 ER0571_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0571+STABILITY: SURFACE MOTION
 ER0571
 ER0571  HISTORY     - Date     Condition        Report By
 ER0571  HISTORY     - 1972     MONUMENTED       USGS
 ER0571
 ER0571                          STATION DESCRIPTION
 ER0571
 ER0571'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0571'39.6 KM (24.60 MI) NNW FROM ST JOHNS.
 ER0571'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0571'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0571'180 TO A T-ROAD NORTHEAST, THENCE 16.9 MILES NORTH ALONG THE ROAD
 ER0571'TOWARD NAVAJO TO A GATE, 47 FEET WEST OF THE ROAD, AND 1.2 FEET SOUTH
 ER0571'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0455 ***********************************************************************
 GQ0455  DESIGNATION -  108 DOR
 GQ0455  PID         -  GQ0455
 GQ0455  STATE/COUNTY-  AZ/MOHAVE
 GQ0455  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0455
 GQ0455                         *CURRENT SURVEY CONTROL
 GQ0455  ___________________________________________________________________
 GQ0455* NAD 83(1986)-  36 42 38.     (N)    113 30 41.     (W)     SCALED    
 GQ0455* NAVD 88     -      1578.071  (meters)    5177.39   (feet)  POSTED    
 GQ0455  ___________________________________________________________________
 GQ0455  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 GQ0455  DYNAMIC HT  -        1576.260 (meters)    5171.45  (feet)  COMP
 GQ0455  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 GQ0455
 GQ0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0455
 GQ0455.The horizontal coordinates were scaled from a topographic map and have
 GQ0455.an estimated accuracy of +/- 6 seconds.
 GQ0455
 GQ0455.The orthometric height was determined by differential leveling
 GQ0455.and adjusted by the National Geodetic Survey in 1992..
 GQ0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0455.rate of 0.0 thru 1.0 mm/km.
 GQ0455
 GQ0455.The geoid height was determined by GEOID03.
 GQ0455
 GQ0455.The dynamic height is computed by dividing the NAVD 88
 GQ0455.geopotential number by the normal gravity value computed on the
 GQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0455.degrees latitude (g = 980.6199 gals.).
 GQ0455
 GQ0455.The modeled gravity was interpolated from observed gravity values.
 GQ0455
 GQ0455;                    North         East    Units  Estimated Accuracy
 GQ0455;SPC AZ W     -   633,400.      234,680.      MT  (+/- 180 meters Scaled)
 GQ0455
 GQ0455                          SUPERSEDED SURVEY CONTROL
 GQ0455
 GQ0455.No superseded survey control is available for this station.
 GQ0455
 GQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF756657(NAD 83)
 GQ0455_MARKER: DB = BENCH MARK DISK
 GQ0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0455_SP_SET: COPPER-CLAD STEEL ROD
 GQ0455_STAMPING: 108 DOR 1970 5174
 GQ0455_MARK LOGO: USGS  
 GQ0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0455
 GQ0455  HISTORY     - Date     Condition        Report By
 GQ0455  HISTORY     - 1970     MONUMENTED       USGS
 GQ0455
 GQ0455                          STATION DESCRIPTION
 GQ0455
 GQ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0455'49.7 KM (30.90 MI) SSE FROM ST GEORGE UT.
 GQ0455'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0455'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0455'ROAD TO THE ARIZONA STATE LINE, CONTINUE 24.2 MILES SOUTH ALONG MT.
 GQ0455'TRUMBULL ROAD, 0.3 MILES NORTHWEST OF A CATTLEGUARD, 0.1 MILE
 GQ0455'WEST-NORTHWEST OF A BLM CADASTRAL SURVEY BRASS CAP STAMPED T38N R11W
 GQ0455'S7/S8 1965, 50 FEET SOUTH-SOUTHWEST OF THE ROAD, EAST-SOUTHEAST OF A
 GQ0455'ROAD LEADING SOUTH-SOUTHWEST.  ROD DEPTH UNKNOWN.
 GQ0455'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0455'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0676 ***********************************************************************
 GP0676  DESIGNATION -  108 DOR
 GP0676  PID         -  GP0676
 GP0676  STATE/COUNTY-  AZ/COCONINO
 GP0676  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0676
 GP0676                         *CURRENT SURVEY CONTROL
 GP0676  ___________________________________________________________________
 GP0676* NAD 83(1986)-  36 34 52.     (N)    110 47 43.     (W)     SCALED    
 GP0676* NAVD 88     -      1921.293  (meters)    6303.44   (feet)  ADJUSTED  
 GP0676  ___________________________________________________________________
 GP0676  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 GP0676  DYNAMIC HT  -        1918.881 (meters)    6295.53  (feet)  COMP
 GP0676  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 GP0676
 GP0676  VERT ORDER  -  SECOND    CLASS 0
 GP0676
 GP0676.The horizontal coordinates were scaled from a topographic map and have
 GP0676.an estimated accuracy of +/- 6 seconds.
 GP0676
 GP0676.The orthometric height was determined by differential leveling
 GP0676.and adjusted by the National Geodetic Survey in June 1991..
 GP0676
 GP0676.The geoid height was determined by GEOID03.
 GP0676
 GP0676.The dynamic height is computed by dividing the NAVD 88
 GP0676.geopotential number by the normal gravity value computed on the
 GP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0676.degrees latitude (g = 980.6199 gals.).
 GP0676
 GP0676.The modeled gravity was interpolated from observed gravity values.
 GP0676
 GP0676;                    North         East    Units  Estimated Accuracy
 GP0676;SPC AZ C     -   619,570.      313,710.      MT  (+/- 180 meters Scaled)
 GP0676
 GP0676                          SUPERSEDED SURVEY CONTROL
 GP0676
 GP0676.No superseded survey control is available for this station.
 GP0676
 GP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF183484(NAD 83)
 GP0676_MARKER: DB = BENCH MARK DISK
 GP0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0676_SP_SET: COPPER-CLAD STEEL ROD
 GP0676_STAMPING: 108 DOR 1969 6300
 GP0676_MARK LOGO: USGS  
 GP0676_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0676+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0676
 GP0676  HISTORY     - Date     Condition        Report By
 GP0676  HISTORY     - 1969     MONUMENTED       USGS
 GP0676
 GP0676                          STATION DESCRIPTION
 GP0676
 GP0676'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0676'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0676'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0676'NORTH, THENCE 15.2 MILES NORTH AND NORTHEAST TO A PAVED CROSSROAD TO
 GP0676'SHONTO, 125 FEET NORTH OF THE CROSSROAD, 53 FEET WEST AND 3 FEET
 GP0676'HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS, SET ON A
 GP0676'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0284 ***********************************************************************
 CY0284  DESIGNATION -  108 H
 CY0284  PID         -  CY0284
 CY0284  STATE/COUNTY-  AZ/COCHISE
 CY0284  USGS QUAD   -  BOWIE (1974)
 CY0284
 CY0284                         *CURRENT SURVEY CONTROL
 CY0284  ___________________________________________________________________
 CY0284* NAD 83(1992)-  32 19 04.37911(N)    109 26 17.21155(W)     ADJUSTED  
 CY0284* NAVD 88     -      1127.271  (meters)    3698.39   (feet)  ADJUSTED  
 CY0284  ___________________________________________________________________
 CY0284  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CY0284  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0284  DYNAMIC HT  -        1125.607 (meters)    3692.93  (feet)  COMP
 CY0284  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 CY0284
 CY0284  HORZ ORDER  -  SECOND
 CY0284  VERT ORDER  -  FIRST     CLASS II
 CY0284
 CY0284.The horizontal coordinates were established by classical geodetic methods
 CY0284.and adjusted by the National Geodetic Survey in August 1993..
 CY0284
 CY0284.The orthometric height was determined by differential leveling
 CY0284.and adjusted by the National Geodetic Survey in June 1991..
 CY0284
 CY0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0284
 CY0284.The geoid height was determined by GEOID03.
 CY0284
 CY0284.The dynamic height is computed by dividing the NAVD 88
 CY0284.geopotential number by the normal gravity value computed on the
 CY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0284.degrees latitude (g = 980.6199 gals.).
 CY0284
 CY0284.The modeled gravity was interpolated from observed gravity values.
 CY0284
 CY0284;                    North         East     Units Scale Factor Converg.
 CY0284;SPC AZ E     -   146,346.599   281,958.562   MT  0.99995801   +0 23 22.2
 CY0284;SPC AZ E     -   480,139.76    925,060.90   iFT  0.99995801   +0 23 22.2
 CY0284;UTM  12      - 3,576,743.030   647,025.051   MT  0.99986657   +0 50 06.6
 CY0284
 CY0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0284!SPC AZ E     -   0.99982725  x   0.99995801  =   0.99978526
 CY0284!UTM  12      -   0.99982725  x   0.99986657  =   0.99969384
 CY0284
 CY0284                          SUPERSEDED SURVEY CONTROL
 CY0284
 CY0284  NAD 83(1986)-  32 19 04.37439(N)    109 26 17.20895(W) AD(       ) 2
 CY0284  NAD 27      -  32 19 04.10190(N)    109 26 14.98200(W) AD(       ) 2
 CY0284  NGVD 29 (??/??/92) 1127.032  (m)         3697.60   (f) ADJ UNCH    1 2
 CY0284
 CY0284.Superseded values are not recommended for survey control.
 CY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0284.See file dsdata.txt to determine how the superseded data were derived.
 CY0284
 CY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4702576743(NAD 83)
 CY0284_MARKER: P = PIPE CAP
 CY0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0284_STAMPING: 108 H 1907
 CY0284_PROJECTION: PROJECTING 60 CENTIMETERS
 CY0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0284
 CY0284  HISTORY     - Date     Condition        Report By
 CY0284  HISTORY     - 1960     MONUMENTED       CGS
 CY0284  HISTORY     - 1953     GOOD             NGS
 CY0284  HISTORY     - 1960     GOOD             NGS
 CY0284  HISTORY     - 1979     GOOD             NGS
 CY0284
 CY0284                          STATION DESCRIPTION
 CY0284
 CY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0284'THE STATION IS LOCATED 3 MILES EAST OF BOWIE.
 CY0284'
 CY0284'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED H 108
 CY0284'1907, SET IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 CY0284'IT IS 100 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 3
 CY0284'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND 2.3 FEET EAST
 CY0284'OF A WITNESS POST.
 CY0284
 CY0284                          STATION RECOVERY (1953)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0284'3.0 MI E FROM BOWIE.
 CY0284'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0284'BOWIE.  0.35 MILE EAST OF MILEPOST 1101.100 FEET NORTH OF THE NORTH
 CY0284'RAIL.  31 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2.7 FEET EAST
 CY0284'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CY0284'PROJECTS 1.4 FEET ABOVE THE GROUND.  3 FEET NORTH OF A FENCE.
 CY0284
 CY0284                          STATION RECOVERY (1960)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0284'RECOVERED IN GOOD CONDITION.
 CY0284
 CY0284                          STATION RECOVERY (1979)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0284'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0284'FROM THE STATION AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST OF RAILROAD
 CY0284'CULVERT 1101.26, 30.4 METERS (99.7 FEET) NORTH OF THE NORTH RAIL AND
 CY0284'0.75 METER (2.5 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0284'THE MARK IS 4.5 METERS  E FROM A WITNESS POST.
 CY0284'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1757 ***********************************************************************
 DV1757  DESIGNATION -  1080.57
 DV1757  PID         -  DV1757
 DV1757  STATE/COUNTY-  AZ/MARICOPA
 DV1757  USGS QUAD   -  GLENDALE (1982)
 DV1757
 DV1757                         *CURRENT SURVEY CONTROL
 DV1757  ___________________________________________________________________
 DV1757* NAD 83(1986)-  33 37 23.     (N)    112 14 13.     (W)     SCALED    
 DV1757* NAVD 88     -       359.993  (meters)    1181.08   (feet)  ADJUSTED  
 DV1757  ___________________________________________________________________
 DV1757  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1757  DYNAMIC HT  -         359.578 (meters)    1179.72  (feet)  COMP
 DV1757  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DV1757
 DV1757  VERT ORDER  -  SECOND    CLASS I
 DV1757
 DV1757.The horizontal coordinates were scaled from a topographic map and have
 DV1757.an estimated accuracy of +/- 6 seconds.
 DV1757
 DV1757.The orthometric height was determined by differential leveling
 DV1757.and adjusted by the National Geodetic Survey in November 1993..
 DV1757
 DV1757.The geoid height was determined by GEOID03.
 DV1757
 DV1757.The dynamic height is computed by dividing the NAVD 88
 DV1757.geopotential number by the normal gravity value computed on the
 DV1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1757.degrees latitude (g = 980.6199 gals.).
 DV1757
 DV1757.The modeled gravity was interpolated from observed gravity values.
 DV1757
 DV1757;                    North         East    Units  Estimated Accuracy
 DV1757;SPC AZ C     -   290,890.      183,640.      MT  (+/- 180 meters Scaled)
 DV1757
 DV1757                          SUPERSEDED SURVEY CONTROL
 DV1757
 DV1757.No superseded survey control is available for this station.
 DV1757
 DV1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852210(NAD 83)
 DV1757_MARKER: DB = BENCH MARK DISK
 DV1757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1757_SP_SET: CONCRETE ABUTMENT
 DV1757_STAMPING: 1080.57
 DV1757_MARK LOGO: AZDT  
 DV1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1757
 DV1757  HISTORY     - Date     Condition        Report By
 DV1757  HISTORY     - UNK      MONUMENTED       AZDT
 DV1757  HISTORY     - 1982     GOOD             AZDT
 DV1757  HISTORY     - 19951017 MARK NOT FOUND   USPSQD
 DV1757  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DV1757
 DV1757                          STATION DESCRIPTION
 DV1757
 DV1757'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1757'4.59 KM (2.85 MI) NORTH FROM PEORIA.
 DV1757'4.59 KM (2.85 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1757'AVENUE IN PEORIA, THE MARK ON THE RIGHT AND IN THE EAST END OF THE
 DV1757'NORTH ABUTMENT OF SKUNK CREEK BRIDGE, 3.0 FT (0.91 METERS) EAST OF
 DV1757'NORTH END OF ABUTMENT, 31.0 FT (9.49 METERS) EAST OF CENTERLINE OF
 DV1757'83RD AVENUE, A STANDARD AZDT ALUMINIUM CAP.
 DV1757
 DV1757                          STATION RECOVERY (1995)
 DV1757
 DV1757'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1757'MARK NOT FOUND.
 DV1757
 DV1757                          STATION RECOVERY (2006)
 DV1757
 DV1757'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1757'THE BRIDGE HAS BEEN WIDENED/UPDATED/MODIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0426 ***********************************************************************
 CY0426  DESIGNATION -  1084.64
 CY0426  PID         -  CY0426
 CY0426  STATE/COUNTY-  AZ/COCHISE
 CY0426  USGS QUAD   -  RAILROAD PASS (1979)
 CY0426
 CY0426                         *CURRENT SURVEY CONTROL
 CY0426  ___________________________________________________________________
 CY0426* NAD 83(1986)-  32 20 45.     (N)    109 43 02.     (W)     SCALED    
 CY0426* NAVD 88     -      1312.08   (+/-2cm)    4304.7    (feet)  VERTCON   
 CY0426  ___________________________________________________________________
 CY0426  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0426
 CY0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0426
 CY0426.The horizontal coordinates were scaled from a topographic map and have
 CY0426.an estimated accuracy of +/- 6 seconds.
 CY0426
 CY0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0426.The vertical order pertains to the NGVD 29 superseded value.
 CY0426
 CY0426.The geoid height was determined by GEOID03.
 CY0426
 CY0426;                    North         East    Units  Estimated Accuracy
 CY0426;SPC AZ E     -   149,300.      255,670.      MT  (+/- 180 meters Scaled)
 CY0426
 CY0426                          SUPERSEDED SURVEY CONTROL
 CY0426
 CY0426  NGVD 29 (??/??/92) 1311.281  (m)         4302.09   (f) ADJ UNCH    1 2
 CY0426
 CY0426.Superseded values are not recommended for survey control.
 CY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0426.See file dsdata.txt to determine how the superseded data were derived.
 CY0426
 CY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA207794(NAD 83)
 CY0426_MARKER: Q = CHISELED SQUARE
 CY0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0426_SP_SET: CULVERT
 CY0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0426
 CY0426  HISTORY     - Date     Condition        Report By
 CY0426  HISTORY     - UNK      MONUMENTED       SPRR
 CY0426  HISTORY     - 1952     GOOD             NGS
 CY0426
 CY0426                          STATION DESCRIPTION
 CY0426
 CY0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0426'9.8 MI NE FROM WILLCOX.
 CY0426'9.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0426'THE STATION IN WILLCOX, 0.4 MILE WEST OF MILEPOLE NUMBER 1085,
 CY0426'CHISELED IN TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 CY0426'CULVERT NUMBER 1084.64, 28 FEET SOUTH OF B.M. 7 RS (U.S.G.S.), 12 FEET
 CY0426'SOUTH OF THE SOUTH RAIL, 10 INCHES WEST OF THE EAST END OF THE
 CY0426'HEADWALL OF A CULVERT, AND ABOUT 1.0 FOOT LOWER THAN THE TOP OF A
 CY0426'TRACK, NOTE-- WE HAVE NOTHING ON THIS MARK, FROM ALL AVAILABLE
 CY0426'INFORMATION THE RAILROAD PERSONNEL SAID THIS WAS ONE OF THEIR CHISELED
 CY0426'SQUARES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0787 ***********************************************************************
 DW0787  DESIGNATION -  1085.64
 DW0787  PID         -  DW0787
 DW0787  STATE/COUNTY-  AZ/LA PAZ
 DW0787  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0787
 DW0787                         *CURRENT SURVEY CONTROL
 DW0787  ___________________________________________________________________
 DW0787* NAD 83(1986)-  33 38 50.     (N)    114 21 22.     (W)     SCALED    
 DW0787* NAVD 88     -       331.64   (+/-2cm)    1088.1    (feet)  VERTCON   
 DW0787  ___________________________________________________________________
 DW0787  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DW0787
 DW0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0787
 DW0787.The horizontal coordinates were scaled from a topographic map and have
 DW0787.an estimated accuracy of +/- 6 seconds.
 DW0787
 DW0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0787.The vertical order pertains to the NGVD 29 superseded value.
 DW0787
 DW0787.The geoid height was determined by GEOID03.
 DW0787
 DW0787;                    North         East    Units  Estimated Accuracy
 DW0787;SPC AZ W     -   293,700.      157,140.      MT  (+/- 180 meters Scaled)
 DW0787
 DW0787                          SUPERSEDED SURVEY CONTROL
 DW0787
 DW0787  NGVD 29 (??/??/??)  330.931  (m)         1085.73   (f) ADJUSTED    1 2
 DW0787
 DW0787.Superseded values are not recommended for survey control.
 DW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0787.See file dsdata.txt to determine how the superseded data were derived.
 DW0787
 DW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT451261(NAD 83)
 DW0787_MARKER: DD = SURVEY DISK
 DW0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0787_SP_SET: HEADWALL
 DW0787_STAMPING: 1085.64 597+50
 DW0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0787
 DW0787  HISTORY     - Date     Condition        Report By
 DW0787  HISTORY     - UNK      MONUMENTED       AZHD
 DW0787  HISTORY     - 1934     GOOD             NGS
 DW0787  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0787  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0787
 DW0787                          STATION DESCRIPTION
 DW0787
 DW0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0787'7.4 MI W FROM QUARTZSITE.
 DW0787'7.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0787'AT STATION 597+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0787'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0787'STANDARD DISK, STAMPED 1085.64 597+50.
 DW0787
 DW0787                          STATION RECOVERY (1971)
 DW0787
 DW0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0787'MARK NOT FOUND.
 DW0787
 DW0787                          STATION RECOVERY (1981)
 DW0787
 DW0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0787'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED, CULVERT IN DESCRIBED
 DW0787'LOCATION HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0486 ***********************************************************************
 CZ0486  DESIGNATION -  108+87.3
 CZ0486  PID         -  CZ0486
 CZ0486  STATE/COUNTY-  AZ/PIMA
 CZ0486  USGS QUAD   -  MARANA (1992)
 CZ0486
 CZ0486                         *CURRENT SURVEY CONTROL
 CZ0486  ___________________________________________________________________
 CZ0486* NAD 83(1986)-  32 28 44.     (N)    111 14 21.     (W)     SCALED    
 CZ0486* NAVD 88     -       596.383  (meters)    1956.63   (feet)  ADJUSTED  
 CZ0486  ___________________________________________________________________
 CZ0486  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CZ0486  DYNAMIC HT  -         595.599 (meters)    1954.06  (feet)  COMP
 CZ0486  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CZ0486
 CZ0486  VERT ORDER  -  FIRST     CLASS II
 CZ0486
 CZ0486.The horizontal coordinates were scaled from a topographic map and have
 CZ0486.an estimated accuracy of +/- 6 seconds.
 CZ0486
 CZ0486.The orthometric height was determined by differential leveling
 CZ0486.and adjusted by the National Geodetic Survey in June 1991..
 CZ0486
 CZ0486.The geoid height was determined by GEOID03.
 CZ0486
 CZ0486.The dynamic height is computed by dividing the NAVD 88
 CZ0486.geopotential number by the normal gravity value computed on the
 CZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0486.degrees latitude (g = 980.6199 gals.).
 CZ0486
 CZ0486.The modeled gravity was interpolated from observed gravity values.
 CZ0486
 CZ0486;                    North         East    Units  Estimated Accuracy
 CZ0486;SPC AZ C     -   164,170.      277,040.      MT  (+/- 180 meters Scaled)
 CZ0486
 CZ0486                          SUPERSEDED SURVEY CONTROL
 CZ0486
 CZ0486  NGVD 29 (??/??/92)  595.845  (m)         1954.87   (f) ADJ UNCH    1 2
 CZ0486
 CZ0486.Superseded values are not recommended for survey control.
 CZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0486.See file dsdata.txt to determine how the superseded data were derived.
 CZ0486
 CZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA775935(NAD 83)
 CZ0486_MARKER: DD = SURVEY DISK
 CZ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0486_SP_SET: CURB
 CZ0486_STAMPING: 108+87.3 1931 1955.25
 CZ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0486
 CZ0486  HISTORY     - Date     Condition        Report By
 CZ0486  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0486  HISTORY     - 1951     GOOD             NGS
 CZ0486  HISTORY     - 1960     GOOD             NGS
 CZ0486  HISTORY     - 1980     GOOD             NGS
 CZ0486  HISTORY     - 19960204 GOOD             USPSQD
 CZ0486
 CZ0486                          STATION DESCRIPTION
 CZ0486
 CZ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0486'2.1 MI NW FROM MARANA.
 CZ0486'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0486'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0486'959.87, AND RAILROAD SEMAPHORE SIGNAL NUMBER 9598, AND IN THE TOP OF
 CZ0486'THE APPROXIMATE CENTER OF THE CONCRETE CURBING OF THE HIGHWAY BRIDGE,
 CZ0486'36 1/2 FEET NORTHWEST OF TELEGRAPH POLE NUMBER 11775, 16 FEET
 CZ0486'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF
 CZ0486'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0486
 CZ0486                          STATION RECOVERY (1960)
 CZ0486
 CZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0486'RECOVERED IN GOOD CONDITION.
 CZ0486
 CZ0486                          STATION RECOVERY (1980)
 CZ0486
 CZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0486'38.8 KILOMETERS (24.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0486'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1
 CZ0486'MILE) NORTHWEST OF MILE POST NUMBER 960, AT RAILROAD MILEAGE
 CZ0486'959.87, AT A FRONTAGE ROAD FIVE CHANNEL CONCRETE BRIDGE, SET IN
 CZ0486'THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL, 8.75 METERS
 CZ0486'(28.7 FEET) NORTHWEST OF THE SOUTHEAST END, 35.8 METERS (117.6
 CZ0486'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET)
 CZ0486'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0486'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0486
 CZ0486                          STATION RECOVERY (1996)
 CZ0486
 CZ0486'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0601 ***********************************************************************
 ER0601  DESIGNATION -  109 BKC
 ER0601  PID         -  ER0601
 ER0601  STATE/COUNTY-  AZ/APACHE
 ER0601  USGS QUAD   -  MESA PARADA NW (1984)
 ER0601
 ER0601                         *CURRENT SURVEY CONTROL
 ER0601  ___________________________________________________________________
 ER0601* NAD 83(1986)-  34 26 53.     (N)    109 12 01.     (W)     SCALED    
 ER0601* NAVD 88     -      1977.959  (meters)    6489.35   (feet)  ADJUSTED  
 ER0601  ___________________________________________________________________
 ER0601  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 ER0601  DYNAMIC HT  -        1975.007 (meters)    6479.67  (feet)  COMP
 ER0601  MODELED GRAV-     979,072.5   (mgal)                       NAVD 88
 ER0601
 ER0601  VERT ORDER  -  SECOND    CLASS 0
 ER0601
 ER0601.The horizontal coordinates were scaled from a topographic map and have
 ER0601.an estimated accuracy of +/- 6 seconds.
 ER0601
 ER0601.The orthometric height was determined by differential leveling
 ER0601.and adjusted by the National Geodetic Survey in June 1991..
 ER0601
 ER0601.The geoid height was determined by GEOID03.
 ER0601
 ER0601.The dynamic height is computed by dividing the NAVD 88
 ER0601.geopotential number by the normal gravity value computed on the
 ER0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0601.degrees latitude (g = 980.6199 gals.).
 ER0601
 ER0601.The modeled gravity was interpolated from observed gravity values.
 ER0601
 ER0601;                    North         East    Units  Estimated Accuracy
 ER0601;SPC AZ E     -   382,770.      302,160.      MT  (+/- 180 meters Scaled)
 ER0601
 ER0601                          SUPERSEDED SURVEY CONTROL
 ER0601
 ER0601.No superseded survey control is available for this station.
 ER0601
 ER0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD653133(NAD 83)
 ER0601_MARKER: DB = BENCH MARK DISK
 ER0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0601_SP_SET: COPPER-CLAD STEEL ROD
 ER0601_STAMPING: 109 BKC 1968 6486
 ER0601_MARK LOGO: USGS  
 ER0601_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0601+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0601
 ER0601  HISTORY     - Date     Condition        Report By
 ER0601  HISTORY     - 1968     MONUMENTED       USGS
 ER0601
 ER0601                          STATION DESCRIPTION
 ER0601
 ER0601'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0601'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0601'ALONG U S HIGHWAY 666, THENCE 10.3 MILES EAST ALONG A GRAVEL ROAD, 54
 ER0601'FEET SOUTH OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST, SET ON A
 ER0601'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0572 ***********************************************************************
 ER0572  DESIGNATION -  109 DOR
 ER0572  PID         -  ER0572
 ER0572  STATE/COUNTY-  AZ/APACHE
 ER0572  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0572
 ER0572                         *CURRENT SURVEY CONTROL
 ER0572  ___________________________________________________________________
 ER0572* NAD 83(1986)-  34 43 43.     (N)    109 28 13.     (W)     SCALED    
 ER0572* NAVD 88     -      1799.320  (meters)    5903.27   (feet)  ADJUSTED  
 ER0572  ___________________________________________________________________
 ER0572  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0572  DYNAMIC HT  -        1796.752 (meters)    5894.84  (feet)  COMP
 ER0572  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 ER0572
 ER0572  VERT ORDER  -  SECOND    CLASS II
 ER0572
 ER0572.The horizontal coordinates were scaled from a topographic map and have
 ER0572.an estimated accuracy of +/- 6 seconds.
 ER0572
 ER0572.The orthometric height was determined by differential leveling
 ER0572.and adjusted by the National Geodetic Survey in June 1991..
 ER0572
 ER0572.The geoid height was determined by GEOID03.
 ER0572
 ER0572.The dynamic height is computed by dividing the NAVD 88
 ER0572.geopotential number by the normal gravity value computed on the
 ER0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0572.degrees latitude (g = 980.6199 gals.).
 ER0572
 ER0572.The modeled gravity was interpolated from observed gravity values.
 ER0572
 ER0572;                    North         East    Units  Estimated Accuracy
 ER0572;SPC AZ E     -   413,690.      277,140.      MT  (+/- 180 meters Scaled)
 ER0572
 ER0572                          SUPERSEDED SURVEY CONTROL
 ER0572
 ER0572.No superseded survey control is available for this station.
 ER0572
 ER0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD400440(NAD 83)
 ER0572_MARKER: DB = BENCH MARK DISK
 ER0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0572_SP_SET: CONCRETE POST
 ER0572_STAMPING: 109 DOR 1972 5900
 ER0572_MARK LOGO: USGS  
 ER0572_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0572+STABILITY: SURFACE MOTION
 ER0572
 ER0572  HISTORY     - Date     Condition        Report By
 ER0572  HISTORY     - 1972     MONUMENTED       USGS
 ER0572
 ER0572                          STATION DESCRIPTION
 ER0572
 ER0572'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0572'38.0 KM (23.60 MI) NNW FROM ST JOHNS.
 ER0572'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0572'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0572'180 TO A T- ROAD NORTHEAST, THENCE 15.9 MILES NORTH ALONG THE ROAD TO
 ER0572'NAVAJO, 40 FEET NORTHWEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0456 ***********************************************************************
 GQ0456  DESIGNATION -  109 DOR
 GQ0456  PID         -  GQ0456
 GQ0456  STATE/COUNTY-  AZ/MOHAVE
 GQ0456  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0456
 GQ0456                         *CURRENT SURVEY CONTROL
 GQ0456  ___________________________________________________________________
 GQ0456* NAD 83(1986)-  36 42 32.     (N)    113 29 37.     (W)     SCALED    
 GQ0456* NAVD 88     -      1546.244  (meters)    5072.97   (feet)  POSTED    
 GQ0456  ___________________________________________________________________
 GQ0456  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 GQ0456  DYNAMIC HT  -        1544.470 (meters)    5067.15  (feet)  COMP
 GQ0456  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GQ0456
 GQ0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0456
 GQ0456.The horizontal coordinates were scaled from a topographic map and have
 GQ0456.an estimated accuracy of +/- 6 seconds.
 GQ0456
 GQ0456.The orthometric height was determined by differential leveling
 GQ0456.and adjusted by the National Geodetic Survey in 1992..
 GQ0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0456.rate of 0.0 thru 1.0 mm/km.
 GQ0456
 GQ0456.The geoid height was determined by GEOID03.
 GQ0456
 GQ0456.The dynamic height is computed by dividing the NAVD 88
 GQ0456.geopotential number by the normal gravity value computed on the
 GQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0456.degrees latitude (g = 980.6199 gals.).
 GQ0456
 GQ0456.The modeled gravity was interpolated from observed gravity values.
 GQ0456
 GQ0456;                    North         East    Units  Estimated Accuracy
 GQ0456;SPC AZ W     -   633,220.      236,270.      MT  (+/- 180 meters Scaled)
 GQ0456
 GQ0456                          SUPERSEDED SURVEY CONTROL
 GQ0456
 GQ0456.No superseded survey control is available for this station.
 GQ0456
 GQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF772654(NAD 83)
 GQ0456_MARKER: DB = BENCH MARK DISK
 GQ0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0456_SP_SET: COPPER-CLAD STEEL ROD
 GQ0456_STAMPING: 109 DOR 1970 5070
 GQ0456_MARK LOGO: USGS  
 GQ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0456
 GQ0456  HISTORY     - Date     Condition        Report By
 GQ0456  HISTORY     - 1970     MONUMENTED       USGS
 GQ0456
 GQ0456                          STATION DESCRIPTION
 GQ0456
 GQ0456'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0456'51.5 KM (32.00 MI) SSE FROM ST GEORGE UT.
 GQ0456'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0456'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0456'ROAD TO THE ARIZONA STATE LINE, CONTINUE 25.3 MILES SOUTH ALONG MT.
 GQ0456'TRUMBULL ROAD, 0.1 MILE SOUTH OF A Y-ROAD LEADING SOUTHEAST, 75 FEET
 GQ0456'SOUTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0456'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 GQ0456'THE MARK IS 1.7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0677 ***********************************************************************
 GP0677  DESIGNATION -  109 DOR
 GP0677  PID         -  GP0677
 GP0677  STATE/COUNTY-  AZ/COCONINO
 GP0677  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0677
 GP0677                         *CURRENT SURVEY CONTROL
 GP0677  ___________________________________________________________________
 GP0677* NAD 83(1986)-  36 35 40.     (N)    110 47 21.     (W)     SCALED    
 GP0677* NAVD 88     -      1934.261  (meters)    6345.99   (feet)  ADJUSTED  
 GP0677  ___________________________________________________________________
 GP0677  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GP0677  DYNAMIC HT  -        1931.827 (meters)    6338.00  (feet)  COMP
 GP0677  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 GP0677
 GP0677  VERT ORDER  -  SECOND    CLASS 0
 GP0677
 GP0677.The horizontal coordinates were scaled from a topographic map and have
 GP0677.an estimated accuracy of +/- 6 seconds.
 GP0677
 GP0677.The orthometric height was determined by differential leveling
 GP0677.and adjusted by the National Geodetic Survey in June 1991..
 GP0677
 GP0677.The geoid height was determined by GEOID03.
 GP0677
 GP0677.The dynamic height is computed by dividing the NAVD 88
 GP0677.geopotential number by the normal gravity value computed on the
 GP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0677.degrees latitude (g = 980.6199 gals.).
 GP0677
 GP0677.The modeled gravity was interpolated from observed gravity values.
 GP0677
 GP0677;                    North         East    Units  Estimated Accuracy
 GP0677;SPC AZ C     -   621,060.      314,240.      MT  (+/- 180 meters Scaled)
 GP0677
 GP0677                          SUPERSEDED SURVEY CONTROL
 GP0677
 GP0677.No superseded survey control is available for this station.
 GP0677
 GP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF188499(NAD 83)
 GP0677_MARKER: DB = BENCH MARK DISK
 GP0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0677_SP_SET: COPPER-CLAD STEEL ROD
 GP0677_STAMPING: 109 DOR 1969 6343
 GP0677_MARK LOGO: USGS  
 GP0677_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0677+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0677
 GP0677  HISTORY     - Date     Condition        Report By
 GP0677  HISTORY     - 1969     MONUMENTED       USGS
 GP0677
 GP0677                          STATION DESCRIPTION
 GP0677
 GP0677'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0677'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0677'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0677'NORTH, THENCE 16.2 MILES NORTH AND NORTHEAST, 0.7 MILES SOUTH OF A
 GP0677'HIGH VOLTAGE POWER LINE CROSSING, 50 FEET EAST OF THE ROAD, 2 FEET
 GP0677'WEST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0677'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1053 ***********************************************************************
 DA1053  DESIGNATION -  1090+50
 DA1053  PID         -  DA1053
 DA1053  STATE/COUNTY-  AZ/YUMA
 DA1053  USGS QUAD   -  TACNA (1982)
 DA1053
 DA1053                         *CURRENT SURVEY CONTROL
 DA1053  ___________________________________________________________________
 DA1053* NAD 83(1986)-  32 41 41.     (N)    113 58 01.     (W)     SCALED    
 DA1053* NAVD 88     -       107.777  (meters)     353.60   (feet)  ADJUSTED  
 DA1053  ___________________________________________________________________
 DA1053  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DA1053  DYNAMIC HT  -         107.653 (meters)     353.19  (feet)  COMP
 DA1053  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DA1053
 DA1053  VERT ORDER  -  FIRST     CLASS II
 DA1053
 DA1053.The horizontal coordinates were scaled from a topographic map and have
 DA1053.an estimated accuracy of +/- 6 seconds.
 DA1053
 DA1053.The orthometric height was determined by differential leveling
 DA1053.and adjusted by the National Geodetic Survey in June 1991..
 DA1053
 DA1053.The geoid height was determined by GEOID03.
 DA1053
 DA1053.The dynamic height is computed by dividing the NAVD 88
 DA1053.geopotential number by the normal gravity value computed on the
 DA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1053.degrees latitude (g = 980.6199 gals.).
 DA1053
 DA1053.The modeled gravity was interpolated from observed gravity values.
 DA1053
 DA1053;                    North         East    Units  Estimated Accuracy
 DA1053;SPC AZ W     -   187,930.      193,020.      MT  (+/- 180 meters Scaled)
 DA1053
 DA1053                          SUPERSEDED SURVEY CONTROL
 DA1053
 DA1053.No superseded survey control is available for this station.
 DA1053
 DA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB218213(NAD 83)
 DA1053_MARKER: DD = SURVEY DISK
 DA1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1053_SP_SET: BRIDGE
 DA1053_STAMPING: 351.81 1090+50 1941
 DA1053_MARK LOGO: AZHD  
 DA1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1053
 DA1053  HISTORY     - Date     Condition        Report By
 DA1053  HISTORY     - 1941     MONUMENTED       AZHD
 DA1053  HISTORY     - 1952     GOOD             NGS
 DA1053  HISTORY     - 1957     GOOD             DOD
 DA1053  HISTORY     - 1981     GOOD             NGS
 DA1053  HISTORY     - 1981     GOOD             NGS
 DA1053
 DA1053                          STATION DESCRIPTION
 DA1053
 DA1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1053'9.8 MI E FROM WELLTON.
 DA1053'9.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD COMPANY FROM THE
 DA1053'WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH GUARD RAIL OF
 DA1053'THE HIGHWAY BRIDGE OVER A WASH, ABOUT 140 YARDS NORTHEAST OF MILEPOST
 DA1053'780, 138 FEET NORTH OF THE RAILROAD BRIDGE, 17.4 FEET SOUTH OF THE
 DA1053'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT ABOVE THE HIGHWAY.
 DA1053
 DA1053                          STATION RECOVERY (1957)
 DA1053
 DA1053'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 DA1053'RECOVERED IN GOOD CONDITION.
 DA1053
 DA1053                          STATION RECOVERY (1981)
 DA1053
 DA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1053'1.4 KM (0.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1053'IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DA1053'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1053'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1053'THE HIGHWAY, 2.3 M (7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1053'HEADWALL, 2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1053'HEADWALL.
 DA1053'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1053
 DA1053                          STATION RECOVERY (1981)
 DA1053
 DA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1053'1.4 KM (0.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1053'IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DA1053'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1053'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1053'THE HIGHWAY, 2.3 M (7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1053'HEADWALL, 2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1053'HEADWALL.
 DA1053'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0448 ***********************************************************************
 CY0448  DESIGNATION -  1093.34
 CY0448  PID         -  CY0448
 CY0448  STATE/COUNTY-  AZ/COCHISE
 CY0448  USGS QUAD   -  LUZENA (1979)
 CY0448
 CY0448                         *CURRENT SURVEY CONTROL
 CY0448  ___________________________________________________________________
 CY0448* NAD 83(1986)-  32 20 51.     (N)    109 34 14.     (W)     SCALED    
 CY0448* NAVD 88     -      1199.60   (+/-2cm)    3935.7    (feet)  VERTCON   
 CY0448  ___________________________________________________________________
 CY0448  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0448
 CY0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0448
 CY0448.The horizontal coordinates were scaled from a topographic map and have
 CY0448.an estimated accuracy of +/- 6 seconds.
 CY0448
 CY0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0448.The vertical order pertains to the NGVD 29 superseded value.
 CY0448
 CY0448.The geoid height was determined by GEOID03.
 CY0448
 CY0448;                    North         East    Units  Estimated Accuracy
 CY0448;SPC AZ E     -   149,550.      269,470.      MT  (+/- 180 meters Scaled)
 CY0448
 CY0448                          SUPERSEDED SURVEY CONTROL
 CY0448
 CY0448  NGVD 29 (??/??/92) 1198.807  (m)         3933.09   (f) ADJ UNCH    1 2
 CY0448
 CY0448.Superseded values are not recommended for survey control.
 CY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0448.See file dsdata.txt to determine how the superseded data were derived.
 CY0448
 CY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA345798(NAD 83)
 CY0448_MARKER: Q = CHISELED SQUARE
 CY0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0448_SP_SET: BRIDGE
 CY0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0448
 CY0448  HISTORY     - Date     Condition        Report By
 CY0448  HISTORY     - UNK      MONUMENTED       SPRR
 CY0448  HISTORY     - 1952     GOOD             NGS
 CY0448
 CY0448                          STATION DESCRIPTION
 CY0448
 CY0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0448'5.15 MI W FROM BOWIE.
 CY0448'5.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0448'STATION AT BOWIE, 0.3 MILE EAST OF MILEPOLE 1093 CHISELED IN THE TOP
 CY0448'OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE NUMBER 1093.34, 103
 CY0448'1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 94 1/2 FEET SOUTH
 CY0448'OF A FENCE, 41 1/2 FEET EAST OF A SECTION CAR SIDING, 6.5 FEET NORTH
 CY0448'OF THE NORTH RAIL, 0.9 FOOT WEST OF THE EAST EDGE OF THE BRIDGE, ABOUT
 CY0448'1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0776 ***********************************************************************
 DW0776  DESIGNATION -  1093.88
 DW0776  PID         -  DW0776
 DW0776  STATE/COUNTY-  AZ/LA PAZ
 DW0776  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0776
 DW0776                         *CURRENT SURVEY CONTROL
 DW0776  ___________________________________________________________________
 DW0776* NAD 83(1986)-  33 38 40.     (N)    114 18 05.     (W)     SCALED    
 DW0776* NAVD 88     -       334.159  (meters)    1096.32   (feet)  ADJUSTED  
 DW0776  ___________________________________________________________________
 DW0776  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DW0776  DYNAMIC HT  -         333.783 (meters)    1095.09  (feet)  COMP
 DW0776  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DW0776
 DW0776  VERT ORDER  -  FIRST     CLASS II
 DW0776
 DW0776.The horizontal coordinates were scaled from a topographic map and have
 DW0776.an estimated accuracy of +/- 6 seconds.
 DW0776
 DW0776.The orthometric height was determined by differential leveling
 DW0776.and adjusted by the National Geodetic Survey in June 1991..
 DW0776
 DW0776.The geoid height was determined by GEOID03.
 DW0776
 DW0776.The dynamic height is computed by dividing the NAVD 88
 DW0776.geopotential number by the normal gravity value computed on the
 DW0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0776.degrees latitude (g = 980.6199 gals.).
 DW0776
 DW0776.The modeled gravity was interpolated from observed gravity values.
 DW0776
 DW0776;                    North         East    Units  Estimated Accuracy
 DW0776;SPC AZ W     -   293,370.      162,210.      MT  (+/- 180 meters Scaled)
 DW0776
 DW0776                          SUPERSEDED SURVEY CONTROL
 DW0776
 DW0776  NGVD 29 (??/??/??)  333.465  (m)         1094.04   (f) ADJUSTED    1 2
 DW0776
 DW0776.Superseded values are not recommended for survey control.
 DW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0776.See file dsdata.txt to determine how the superseded data were derived.
 DW0776
 DW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT502260(NAD 83)
 DW0776_MARKER: DD = SURVEY DISK
 DW0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0776_SP_SET: HEADWALL
 DW0776_STAMPING: 1093.88 774+50
 DW0776_MARK LOGO: AZHD  
 DW0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0776
 DW0776  HISTORY     - Date     Condition        Report By
 DW0776  HISTORY     - UNK      MONUMENTED       AZHD
 DW0776  HISTORY     - 1934     GOOD             NGS
 DW0776  HISTORY     - 1981     GOOD             NGS
 DW0776
 DW0776                          STATION DESCRIPTION
 DW0776
 DW0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0776'4.1 MI W FROM QUARTZSITE.
 DW0776'4.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0776'AT STATION 774+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0776'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0776'STANDARD DISK, STAMPED 1093.88 774+50.
 DW0776
 DW0776                          STATION RECOVERY (1981)
 DW0776
 DW0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0776'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0776'95 OVERPASS IN QUARTZSITE, THENCE 6.1 KM (3.85 MI) WEST ALONG OLD U.S.
 DW0776'HIGHWAY 60, SET IN TOP OF THE SOUTH HEADWALL OF A DOUBLE 36-INCH
 DW0776'CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 4.6 METERS (15.0 FT) SOUTH
 DW0776'OF THE CENTERLINE OF THE HIGHWAY, 34.1 METERS (112 FT) WEST OF THE
 DW0776'CENTERLINE OF A TRACK ROAD LEADING SOUTH.
 DW0776'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1524 ***********************************************************************
 DU1524  DESIGNATION -  1098+00
 DU1524  PID         -  DU1524
 DU1524  STATE/COUNTY-  AZ/PINAL
 DU1524  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1524
 DU1524                         *CURRENT SURVEY CONTROL
 DU1524  ___________________________________________________________________
 DU1524* NAD 83(1986)-  33 22 12.     (N)    111 28 56.     (W)     SCALED    
 DU1524* NAVD 88     -       529.82   (+/-2cm)    1738.3    (feet)  VERTCON   
 DU1524  ___________________________________________________________________
 DU1524  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1524
 DU1524  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1524
 DU1524.The horizontal coordinates were scaled from a topographic map and have
 DU1524.an estimated accuracy of +/- 6 seconds.
 DU1524
 DU1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1524.The vertical order pertains to the NGVD 29 superseded value.
 DU1524
 DU1524.The geoid height was determined by GEOID03.
 DU1524
 DU1524;                    North         East    Units  Estimated Accuracy
 DU1524;SPC AZ C     -   262,870.      253,790.      MT  (+/- 180 meters Scaled)
 DU1524
 DU1524                          SUPERSEDED SURVEY CONTROL
 DU1524
 DU1524  NGVD 29 (??/??/92)  529.258  (m)         1736.41   (f) ADJ UNCH    1 1
 DU1524
 DU1524.Superseded values are not recommended for survey control.
 DU1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1524.See file dsdata.txt to determine how the superseded data were derived.
 DU1524
 DU1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB551924(NAD 83)
 DU1524_MARKER: DD = SURVEY DISK
 DU1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1524_STAMPING: 1098+00 1964
 DU1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1524+STABILITY: SURFACE MOTION
 DU1524
 DU1524  HISTORY     - Date     Condition        Report By
 DU1524  HISTORY     - 1964     MONUMENTED       AZHD
 DU1524  HISTORY     - 1975     GOOD             NGS
 DU1524
 DU1524                          STATION DESCRIPTION
 DU1524
 DU1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1524'4.8 MI SE FROM APACHE JUNCTION.
 DU1524'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU1524'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JUNCTION AT MILE POST 200.75,
 DU1524'150 FEET NORTHEAST OF CENTERLINE OF HWY. SET IN AN 8 INCH CONCRETE
 DU1524'MONUMENT PROJECTING 0.5 FEET, AND MARK WITH A RIGHT-OF-WAY ANGLE IRON
 DU1524'PAINTED 1098+00.  AN ARIZONA HWY. DEPT. DISK STAMPED 1058+00 1964.
 DU1524'SECTION 1, T 1S, R8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0540 ***********************************************************************
 DV0540  DESIGNATION -  1098.86
 DV0540  PID         -  DV0540
 DV0540  STATE/COUNTY-  AZ/MARICOPA
 DV0540  USGS QUAD   -  PHOENIX (1982)
 DV0540
 DV0540                         *CURRENT SURVEY CONTROL
 DV0540  ___________________________________________________________________
 DV0540* NAD 83(1986)-  33 28 49.     (N)    112 07 03.     (W)     SCALED    
 DV0540* NAVD 88     -       335.40   (+/-2cm)    1100.4    (feet)  VERTCON   
 DV0540  ___________________________________________________________________
 DV0540  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0540
 DV0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0540
 DV0540.The horizontal coordinates were scaled from a topographic map and have
 DV0540.an estimated accuracy of +/- 6 seconds.
 DV0540
 DV0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0540.The vertical order pertains to the NGVD 29 superseded value.
 DV0540
 DV0540.The geoid height was determined by GEOID03.
 DV0540
 DV0540;                    North         East    Units  Estimated Accuracy
 DV0540;SPC AZ C     -   275,030.      194,700.      MT  (+/- 180 meters Scaled)
 DV0540
 DV0540                          SUPERSEDED SURVEY CONTROL
 DV0540
 DV0540  NGVD 29 (??/??/92)  334.780  (m)         1098.36   (f) ADJ UNCH    2 0
 DV0540
 DV0540.Superseded values are not recommended for survey control.
 DV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0540.See file dsdata.txt to determine how the superseded data were derived.
 DV0540
 DV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961050(NAD 83)
 DV0540_MARKER: DD = SURVEY DISK
 DV0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0540_SP_SET: CULVERT
 DV0540_STAMPING: 1098.86 111+55 1937
 DV0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0540
 DV0540  HISTORY     - Date     Condition        Report By
 DV0540  HISTORY     - 1937     MONUMENTED       AZHD
 DV0540  HISTORY     - 1949     GOOD             NGS
 DV0540  HISTORY     - 1959     GOOD             NGS
 DV0540
 DV0540                          STATION DESCRIPTION
 DV0540
 DV0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0540'4.1 MI NW FROM PHOENIX.
 DV0540'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0540'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0540'60-70-89, ABOUT 40 YARDS NORTH OF THE NORTHEAST END OF BRIDGE F 190,
 DV0540'ABOUT 36 YARDS NORTHEAST OF THE NORTHEAST RAIL, AT THE INTERSECTION OF
 DV0540'W. THOMAS ROAD AND U.S. HIGHWAY 60-70-89, 40 FEET NORTHEAST OF THE
 DV0540'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF W.
 DV0540'THOMAS ROAD, AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN
 DV0540'THE CENTER OF THE TOP OF THE CONCRETE HEAD WALL.
 DV0540
 DV0540                          STATION RECOVERY (1959)
 DV0540
 DV0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0673 ***********************************************************************
 DV0673  DESIGNATION -  1099 49
 DV0673  PID         -  DV0673
 DV0673  STATE/COUNTY-  AZ/MARICOPA
 DV0673  USGS QUAD   -  PHOENIX (1982)
 DV0673
 DV0673                         *CURRENT SURVEY CONTROL
 DV0673  ___________________________________________________________________
 DV0673* NAD 83(1986)-  33 28 37.     (N)    112 06 48.     (W)     SCALED    
 DV0673* NAVD 88     -       335.58   (+/-2cm)    1101.0    (feet)  VERTCON   
 DV0673  ___________________________________________________________________
 DV0673  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0673
 DV0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0673
 DV0673.The horizontal coordinates were scaled from a topographic map and have
 DV0673.an estimated accuracy of +/- 6 seconds.
 DV0673
 DV0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0673.The vertical order pertains to the NGVD 29 superseded value.
 DV0673
 DV0673.The geoid height was determined by GEOID03.
 DV0673
 DV0673;                    North         East    Units  Estimated Accuracy
 DV0673;SPC AZ C     -   274,660.      195,080.      MT  (+/- 180 meters Scaled)
 DV0673
 DV0673                          SUPERSEDED SURVEY CONTROL
 DV0673
 DV0673  NGVD 29 (??/??/92)  334.960  (m)         1098.95   (f) ADJ UNCH    2 0
 DV0673
 DV0673.Superseded values are not recommended for survey control.
 DV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0673.See file dsdata.txt to determine how the superseded data were derived.
 DV0673
 DV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965047(NAD 83)
 DV0673_MARKER: DD = SURVEY DISK
 DV0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0673_SP_SET: OVERPASS
 DV0673_STAMPING: 1099-49
 DV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0673
 DV0673  HISTORY     - Date     Condition        Report By
 DV0673  HISTORY     - UNK      MONUMENTED       AZHD
 DV0673  HISTORY     - 1959     GOOD             NGS
 DV0673
 DV0673                          STATION DESCRIPTION
 DV0673
 DV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0673'IN PHOENIX.
 DV0673'AT THE INTERSECTION OF GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX,
 DV0673'106 FEET SOUTH OF GRAND AVENUE, 82 FEET NORTHEAST OF A CONCRETE
 DV0673'BUILDING PROJECTING ABOUT 8 FEET, 23 FEET NORTH OF THE NORTH RAIL OF
 DV0673'THE TOPEKA AND SANTA FE RAILROAD, 4 FEET SOUTH OF A TELEPHONE POLE,
 DV0673'CEMENTED IN THE NORTHWEST CORNER OF THE NORTH HEADWALL OF THE RAILROAD
 DV0673'OVERPASS OVER STATE HIGHWAY 69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0542 ***********************************************************************
 CY0542  DESIGNATION -  11
 CY0542  PID         -  CY0542
 CY0542  STATE/COUNTY-  AZ/GRAHAM
 CY0542  USGS QUAD   -  ARTESIA NE (1966)
 CY0542
 CY0542                         *CURRENT SURVEY CONTROL
 CY0542  ___________________________________________________________________
 CY0542* NAD 83(1986)-  32 38 27.     (N)    109 32 34.     (W)     SCALED    
 CY0542* NAVD 88     -       977.18   (+/-2cm)    3206.0    (feet)  VERTCON   
 CY0542  ___________________________________________________________________
 CY0542  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0542
 CY0542  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0542
 CY0542.The horizontal coordinates were scaled from a topographic map and have
 CY0542.an estimated accuracy of +/- 6 seconds.
 CY0542
 CY0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0542.The vertical order pertains to the NGVD 29 superseded value.
 CY0542
 CY0542.The geoid height was determined by GEOID03.
 CY0542
 CY0542;                    North         East    Units  Estimated Accuracy
 CY0542;SPC AZ E     -   182,100.      271,890.      MT  (+/- 180 meters Scaled)
 CY0542
 CY0542                          SUPERSEDED SURVEY CONTROL
 CY0542
 CY0542  NGVD 29 (??/??/92)  976.535  (m)         3203.85   (f) ADJ UNCH    1 2
 CY0542
 CY0542.Superseded values are not recommended for survey control.
 CY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0542.See file dsdata.txt to determine how the superseded data were derived.
 CY0542
 CY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB366124(NAD 83)
 CY0542_MARKER: P = PIPE CAP
 CY0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0542_STAMPING: 3203.849 11
 CY0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0542
 CY0542  HISTORY     - Date     Condition        Report By
 CY0542  HISTORY     - UNK      MONUMENTED       USGS
 CY0542  HISTORY     - 1932     GOOD             NGS
 CY0542
 CY0542                          STATION DESCRIPTION
 CY0542
 CY0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0542'2.3 MI N FROM TANQUE.
 CY0542'ON SOUTHERN PACIFIC RAILROAD, 300 FEET SOUTH OF MILEPOST 1120, 85 FEET
 CY0542'WEST OF RAILROAD BRIDGE MARKED 1119.94, 35 FEET WEST OF RAILROAD
 CY0542'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0866 ***********************************************************************
 CG0866  DESIGNATION -  11
 CG0866  PID         -  CG0866
 CG0866  STATE/COUNTY-  AZ/PIMA
 CG0866  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0866
 CG0866                         *CURRENT SURVEY CONTROL
 CG0866  ___________________________________________________________________
 CG0866* NAD 83(1986)-  31 45 15.     (N)    111 02 29.     (W)     SCALED    
 CG0866* NAVD 88     -       922.037  (meters)    3025.05   (feet)  ADJUSTED  
 CG0866  ___________________________________________________________________
 CG0866  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0866  DYNAMIC HT  -         920.676 (meters)    3020.58  (feet)  COMP
 CG0866  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 CG0866
 CG0866  VERT ORDER  -  FIRST     CLASS II
 CG0866
 CG0866.The horizontal coordinates were scaled from a topographic map and have
 CG0866.an estimated accuracy of +/- 6 seconds.
 CG0866
 CG0866.The orthometric height was determined by differential leveling
 CG0866.and adjusted by the National Geodetic Survey in June 1991..
 CG0866
 CG0866.The geoid height was determined by GEOID03.
 CG0866
 CG0866.The dynamic height is computed by dividing the NAVD 88
 CG0866.geopotential number by the normal gravity value computed on the
 CG0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0866.degrees latitude (g = 980.6199 gals.).
 CG0866
 CG0866.The modeled gravity was interpolated from observed gravity values.
 CG0866
 CG0866;                    North         East    Units  Estimated Accuracy
 CG0866;SPC AZ C     -    83,940.      296,280.      MT  (+/- 180 meters Scaled)
 CG0866
 CG0866                          SUPERSEDED SURVEY CONTROL
 CG0866
 CG0866.No superseded survey control is available for this station.
 CG0866
 CG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA960131(NAD 83)
 CG0866_MARKER: DB = BENCH MARK DISK
 CG0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0866_SP_SET: HEADWALL
 CG0866_STAMPING: 11 77
 CG0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0866+STABILITY: SURFACE MOTION
 CG0866
 CG0866  HISTORY     - Date     Condition        Report By
 CG0866  HISTORY     - 1977     MONUMENTED       AZHD
 CG0866  HISTORY     - 1980     GOOD             NGS
 CG0866  HISTORY     - 19950302 GOOD             USPSQD
 CG0866  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0866
 CG0866                          STATION DESCRIPTION
 CG0866
 CG0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0866'3.2 KM NORTH FROM AMADO.
 CG0866'3.2 KILOMETERS (2.0 MILES) NORTH ALONG THE WEST FRONTAGE ROAD OF
 CG0866'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0866'AT A 6 CHANNEL BOX CULVERT SET IN THE TOP AND CENTER OF THE WEST
 CG0866'HEADWALL, 6.25 METERS (20.5 FEET) WEST OF THE CENTERLINE OF THE
 CG0866'FRONTAGE ROAD, 10.1 METERS (33.2 FEET) NORTH OF THE SOUTH END OF
 CG0866'THE HEADWALL.
 CG0866'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD..
 CG0866
 CG0866                          STATION RECOVERY (1995)
 CG0866
 CG0866'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0866'RECOVERED IN GOOD CONDITION.
 CG0866
 CG0866                          STATION RECOVERY (2002)
 CG0866
 CG0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0511 ***********************************************************************
 CZ0511  DESIGNATION -  11 4
 CZ0511  PID         -  CZ0511
 CZ0511  STATE/COUNTY-  AZ/PIMA
 CZ0511  USGS QUAD   -  MARANA (1992)
 CZ0511
 CZ0511                         *CURRENT SURVEY CONTROL
 CZ0511  ___________________________________________________________________
 CZ0511* NAD 83(1986)-  32 25 41.     (N)    111 08 18.     (W)     SCALED    
 CZ0511* NAVD 88     -       647.36   (+/-2cm)    2123.9    (feet)  VERTCON   
 CZ0511  ___________________________________________________________________
 CZ0511  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0511
 CZ0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0511
 CZ0511.The horizontal coordinates were scaled from a topographic map and have
 CZ0511.an estimated accuracy of +/- 6 seconds.
 CZ0511
 CZ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0511.The vertical order pertains to the NGVD 29 superseded value.
 CZ0511
 CZ0511.The geoid height was determined by GEOID03.
 CZ0511
 CZ0511;                    North         East    Units  Estimated Accuracy
 CZ0511;SPC AZ C     -   158,600.      286,560.      MT  (+/- 180 meters Scaled)
 CZ0511
 CZ0511                          SUPERSEDED SURVEY CONTROL
 CZ0511
 CZ0511  NGVD 29 (??/??/92)  646.73   (m)         2121.8    (f) COMPUTED    2 0
 CZ0511
 CZ0511.Superseded values are not recommended for survey control.
 CZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0511.See file dsdata.txt to determine how the superseded data were derived.
 CZ0511
 CZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA869878(NAD 83)
 CZ0511_MARKER: DD = SURVEY DISK
 CZ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0511_STAMPING: 11-4 1960
 CZ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0511+STABILITY: SURFACE MOTION
 CZ0511
 CZ0511  HISTORY     - Date     Condition        Report By
 CZ0511  HISTORY     - 1960     MONUMENTED       USE
 CZ0511  HISTORY     - 1962     GOOD             NGS
 CZ0511
 CZ0511                          STATION DESCRIPTION
 CZ0511
 CZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0511'2.9 MI NE FROM RILLITO.
 CZ0511'FROM THE RAILROAD STATION IN RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0511'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 1.55 MILES, THENCE
 CZ0511'NORTHWEST FOR 0.3 MILE TO THE MARK.  THE MARK IS 32 FEET EAST OF A
 CZ0511'FENCE, 3 FEET SOUTH OF A WHITE POST, AND IS SET IN THE TOP OF A
 CZ0511'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0512 ***********************************************************************
 CZ0512  DESIGNATION -  11 5
 CZ0512  PID         -  CZ0512
 CZ0512  STATE/COUNTY-  AZ/PIMA
 CZ0512  USGS QUAD   -  MARANA (1992)
 CZ0512
 CZ0512                         *CURRENT SURVEY CONTROL
 CZ0512  ___________________________________________________________________
 CZ0512* NAD 83(1986)-  32 25 42.     (N)    111 08 09.     (W)     SCALED    
 CZ0512* NAVD 88     -       645.32   (+/-2cm)    2117.2    (feet)  VERTCON   
 CZ0512  ___________________________________________________________________
 CZ0512  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0512
 CZ0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0512
 CZ0512.The horizontal coordinates were scaled from a topographic map and have
 CZ0512.an estimated accuracy of +/- 6 seconds.
 CZ0512
 CZ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0512.The vertical order pertains to the NGVD 29 superseded value.
 CZ0512
 CZ0512.The geoid height was determined by GEOID03.
 CZ0512
 CZ0512;                    North         East    Units  Estimated Accuracy
 CZ0512;SPC AZ C     -   158,630.      286,790.      MT  (+/- 180 meters Scaled)
 CZ0512
 CZ0512                          SUPERSEDED SURVEY CONTROL
 CZ0512
 CZ0512  NGVD 29 (??/??/92)  644.69   (m)         2115.1    (f) COMPUTED    2 0
 CZ0512
 CZ0512.Superseded values are not recommended for survey control.
 CZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0512.See file dsdata.txt to determine how the superseded data were derived.
 CZ0512
 CZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA872879(NAD 83)
 CZ0512_MARKER: DD = SURVEY DISK
 CZ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0512_STAMPING: 11-5 1960
 CZ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0512+STABILITY: SURFACE MOTION
 CZ0512
 CZ0512  HISTORY     - Date     Condition        Report By
 CZ0512  HISTORY     - 1962     MONUMENTED       USE
 CZ0512  HISTORY     - 1962     GOOD             NGS
 CZ0512
 CZ0512                          STATION DESCRIPTION
 CZ0512
 CZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0512'2.95 MI NE FROM RILLITO.
 CZ0512'FROM THE RAILROAD STATION IN RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0512'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 1.55 MILES, THENCE
 CZ0512'0.35 MILE NORTHWEST TO THE MARK.  THE MARK IS 3 FEET SOUTH OF A WHITE
 CZ0512'WITNESS POST AND SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 2
 CZ0512'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1594 ***********************************************************************
 DV1594  DESIGNATION -  11 A
 DV1594  PID         -  DV1594
 DV1594  STATE/COUNTY-  AZ/LA PAZ
 DV1594  USGS QUAD   -  VICKSBURG (1990)
 DV1594
 DV1594                         *CURRENT SURVEY CONTROL
 DV1594  ___________________________________________________________________
 DV1594* NAD 83(1986)-  33 38 20.     (N)    113 49 53.     (W)     SCALED    
 DV1594* NAVD 88     -       363.40   (+/-2cm)    1192.3    (feet)  VERTCON   
 DV1594  ___________________________________________________________________
 DV1594  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1594
 DV1594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1594
 DV1594.The horizontal coordinates were scaled from a topographic map and have
 DV1594.an estimated accuracy of +/- 6 seconds.
 DV1594
 DV1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1594.The vertical order pertains to the NGVD 29 superseded value.
 DV1594
 DV1594.The geoid height was determined by GEOID03.
 DV1594
 DV1594;                    North         East    Units  Estimated Accuracy
 DV1594;SPC AZ W     -   292,620.      205,810.      MT  (+/- 180 meters Scaled)
 DV1594
 DV1594                          SUPERSEDED SURVEY CONTROL
 DV1594
 DV1594  NGVD 29 (??/??/92)  362.728  (m)         1190.05   (f) ADJ UNCH    2 0
 DV1594
 DV1594.Superseded values are not recommended for survey control.
 DV1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1594.See file dsdata.txt to determine how the superseded data were derived.
 DV1594
 DV1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC373257(NAD 83)
 DV1594_MARKER: DD = SURVEY DISK
 DV1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1594_STAMPING: 11 A 1962
 DV1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1594+STABILITY: SURFACE MOTION
 DV1594
 DV1594  HISTORY     - Date     Condition        Report By
 DV1594  HISTORY     - 1962     MONUMENTED       AZHD
 DV1594
 DV1594                          STATION DESCRIPTION
 DV1594
 DV1594'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1594'10.20 MI SW FROM BRENDA.
 DV1594'0.45 MILE EAST-SOUTHEAST OF B 396 11, AN ARIZONA HIGHWAY DEPARTMENT
 DV1594'DISK STAMPED 11 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1594'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1594'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNES POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0790 ***********************************************************************
 CZ0790  DESIGNATION -  11 B
 CZ0790  PID         -  CZ0790
 CZ0790  STATE/COUNTY-  AZ/PIMA
 CZ0790  USGS QUAD   -  THREE POINTS (1992)
 CZ0790
 CZ0790                         *CURRENT SURVEY CONTROL
 CZ0790  ___________________________________________________________________
 CZ0790* NAD 83(1986)-  32 05 58.     (N)    111 15 53.     (W)     SCALED    
 CZ0790* NAVD 88     -       763.90   (+/-2cm)    2506.2    (feet)  VERTCON   
 CZ0790  ___________________________________________________________________
 CZ0790  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0790
 CZ0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0790
 CZ0790.The horizontal coordinates were scaled from a topographic map and have
 CZ0790.an estimated accuracy of +/- 6 seconds.
 CZ0790
 CZ0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0790.The vertical order pertains to the NGVD 29 superseded value.
 CZ0790
 CZ0790.The geoid height was determined by GEOID03.
 CZ0790
 CZ0790;                    North         East    Units  Estimated Accuracy
 CZ0790;SPC AZ C     -   122,080.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0790
 CZ0790                          SUPERSEDED SURVEY CONTROL
 CZ0790
 CZ0790  NGVD 29 (??/??/92)  763.220  (m)         2504.00   (f) ADJ UNCH    2 0
 CZ0790
 CZ0790.Superseded values are not recommended for survey control.
 CZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0790.See file dsdata.txt to determine how the superseded data were derived.
 CZ0790
 CZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750514(NAD 83)
 CZ0790_MARKER: Z = SEE DESCRIPTION
 CZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0790_STAMPING: 11B
 CZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0790+STABILITY: SURFACE MOTION
 CZ0790
 CZ0790  HISTORY     - Date     Condition        Report By
 CZ0790  HISTORY     - UNK      MONUMENTED       USE
 CZ0790  HISTORY     - 1962     GOOD             NGS
 CZ0790
 CZ0790                          STATION DESCRIPTION
 CZ0790
 CZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0790'20.0 MI SW FROM TUCSON.
 CZ0790'19 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U. S. VETERANS
 CZ0790'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE RIGHT ACROSS COUNTRY 0.2
 CZ0790'MILE.  THE POINT LEVELED TO IS A METAL TRIBRACH BOLTED AND GROUTED TO
 CZ0790'THE TOP OF A CONCRETE MONUMENT 18 INCHES IN DIAMETER AND 54 INCHES
 CZ0790'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0793 ***********************************************************************
 CZ0793  DESIGNATION -  11 C
 CZ0793  PID         -  CZ0793
 CZ0793  STATE/COUNTY-  AZ/PIMA
 CZ0793  USGS QUAD   -  THREE POINTS (1992)
 CZ0793
 CZ0793                         *CURRENT SURVEY CONTROL
 CZ0793  ___________________________________________________________________
 CZ0793* NAD 83(1986)-  32 06 10.     (N)    111 15 59.     (W)     SCALED    
 CZ0793* NAVD 88     -       757.73   (+/-2cm)    2486.0    (feet)  VERTCON   
 CZ0793  ___________________________________________________________________
 CZ0793  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0793
 CZ0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0793
 CZ0793.The horizontal coordinates were scaled from a topographic map and have
 CZ0793.an estimated accuracy of +/- 6 seconds.
 CZ0793
 CZ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0793.The vertical order pertains to the NGVD 29 superseded value.
 CZ0793
 CZ0793.The geoid height was determined by GEOID03.
 CZ0793
 CZ0793;                    North         East    Units  Estimated Accuracy
 CZ0793;SPC AZ C     -   122,450.      274,730.      MT  (+/- 180 meters Scaled)
 CZ0793
 CZ0793                          SUPERSEDED SURVEY CONTROL
 CZ0793
 CZ0793  NGVD 29 (??/??/92)  757.05   (m)         2483.8    (f) COMPUTED    2 0
 CZ0793
 CZ0793.Superseded values are not recommended for survey control.
 CZ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0793.See file dsdata.txt to determine how the superseded data were derived.
 CZ0793
 CZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA748518(NAD 83)
 CZ0793_MARKER: Z = SEE DESCRIPTION
 CZ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0793_STAMPING: 11 C
 CZ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0793+STABILITY: SURFACE MOTION
 CZ0793
 CZ0793  HISTORY     - Date     Condition        Report By
 CZ0793  HISTORY     - UNK      MONUMENTED       USAF
 CZ0793  HISTORY     - 1962     GOOD             NGS
 CZ0793
 CZ0793                          STATION DESCRIPTION
 CZ0793
 CZ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0793'19 MI SW FROM TUCSON.
 CZ0793'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0793'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST ALONG DIRT ROAD
 CZ0793'0.95, 109 FEET NORTH OF THE CENTER OF A DIRT ROAD.  THE POINT LEVELED
 CZ0793'TO IS A METAL TRIBRACH BOLTED AND GROUTED TO THE TOP OF A CONCRETE
 CZ0793'MONUMENT 18 INCHES IN DIAMETER AND 54 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0771 ***********************************************************************
 FQ0771  DESIGNATION -  11 HLS
 FQ0771  PID         -  FQ0771
 FQ0771  STATE/COUNTY-  AZ/NAVAJO
 FQ0771  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0771
 FQ0771                         *CURRENT SURVEY CONTROL
 FQ0771  ___________________________________________________________________
 FQ0771* NAD 83(1986)-  35 06 23.     (N)    110 20 02.     (W)     SCALED    
 FQ0771* NAVD 88     -      1560.382  (meters)    5119.35   (feet)  ADJUSTED  
 FQ0771  ___________________________________________________________________
 FQ0771  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 FQ0771  DYNAMIC HT  -        1558.296 (meters)    5112.51  (feet)  COMP
 FQ0771  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 FQ0771
 FQ0771  VERT ORDER  -  THIRD
 FQ0771
 FQ0771.The horizontal coordinates were scaled from a topographic map and have
 FQ0771.an estimated accuracy of +/- 6 seconds.
 FQ0771
 FQ0771.The orthometric height was determined by differential leveling
 FQ0771.and adjusted by the National Geodetic Survey in June 1991..
 FQ0771
 FQ0771.The geoid height was determined by GEOID03.
 FQ0771
 FQ0771.The dynamic height is computed by dividing the NAVD 88
 FQ0771.geopotential number by the normal gravity value computed on the
 FQ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0771.degrees latitude (g = 980.6199 gals.).
 FQ0771
 FQ0771.The modeled gravity was interpolated from observed gravity values.
 FQ0771
 FQ0771;                    North         East    Units  Estimated Accuracy
 FQ0771;SPC AZ E     -   455,390.      198,120.      MT  (+/- 180 meters Scaled)
 FQ0771
 FQ0771                          SUPERSEDED SURVEY CONTROL
 FQ0771
 FQ0771.No superseded survey control is available for this station.
 FQ0771
 FQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD607850(NAD 83)
 FQ0771_MARKER: DB = BENCH MARK DISK
 FQ0771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0771_SP_SET: COPPER-CLAD STEEL ROD
 FQ0771_STAMPING: 11 HLS 1970 5117
 FQ0771_MARK LOGO: USGS  
 FQ0771_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0771+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0771
 FQ0771  HISTORY     - Date     Condition        Report By
 FQ0771  HISTORY     - 1970     MONUMENTED       USGS
 FQ0771
 FQ0771                          STATION DESCRIPTION
 FQ0771
 FQ0771'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0771'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0771'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0771'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 5.9 MILES
 FQ0771'NORTHEAST ALONG THE ROAD, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FQ0771'ROAD, 2 FEET NORTHWEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0771'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0874 ***********************************************************************
 FQ0874  DESIGNATION -  11 JRH
 FQ0874  PID         -  FQ0874
 FQ0874  STATE/COUNTY-  AZ/COCONINO
 FQ0874  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0874
 FQ0874                         *CURRENT SURVEY CONTROL
 FQ0874  ___________________________________________________________________
 FQ0874* NAD 83(1986)-  35 35 37.     (N)    111 44 02.     (W)     SCALED    
 FQ0874* NAVD 88     -      1866.922  (meters)    6125.06   (feet)  POSTED    
 FQ0874  ___________________________________________________________________
 FQ0874  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0874  DYNAMIC HT  -        1864.450 (meters)    6116.95  (feet)  COMP
 FQ0874  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 FQ0874
 FQ0874  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0874
 FQ0874.The horizontal coordinates were scaled from a topographic map and have
 FQ0874.an estimated accuracy of +/- 6 seconds.
 FQ0874
 FQ0874.The orthometric height was determined by differential leveling
 FQ0874.and adjusted by the National Geodetic Survey in 1992..
 FQ0874.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0874.rate of 0.0 thru 1.0 mm/km.
 FQ0874
 FQ0874.The geoid height was determined by GEOID03.
 FQ0874
 FQ0874.The dynamic height is computed by dividing the NAVD 88
 FQ0874.geopotential number by the normal gravity value computed on the
 FQ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0874.degrees latitude (g = 980.6199 gals.).
 FQ0874
 FQ0874.The modeled gravity was interpolated from observed gravity values.
 FQ0874
 FQ0874;                    North         East    Units  Estimated Accuracy
 FQ0874;SPC AZ C     -   509,440.      229,920.      MT  (+/- 180 meters Scaled)
 FQ0874
 FQ0874                          SUPERSEDED SURVEY CONTROL
 FQ0874
 FQ0874.No superseded survey control is available for this station.
 FQ0874
 FQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE335391(NAD 83)
 FQ0874_MARKER: DB = BENCH MARK DISK
 FQ0874_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0874_SP_SET: ROCK OUTCROP
 FQ0874_STAMPING: 11 JRH 1959 6122
 FQ0874_MARK LOGO: USGS  
 FQ0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0874+STABILITY: POSITION/ELEVATION WELL
 FQ0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0874+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0874
 FQ0874  HISTORY     - Date     Condition        Report By
 FQ0874  HISTORY     - 1959     MONUMENTED       USGS
 FQ0874
 FQ0874                          STATION DESCRIPTION
 FQ0874
 FQ0874'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0874'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0874'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0874'LOOKOUT TOWER, PROCEED 33.8 MILES SOUTH, 1.4 MILES SOUTHEAST OF TUB
 FQ0874'RANCH, IN A SCATTERED GROUP OF JUNIPERS, 410 FEET NORTH OF THE CENTER
 FQ0874'OF THE ROAD, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0287 ***********************************************************************
 DV0287  DESIGNATION -  11 LUKE FIELD
 DV0287  PID         -  DV0287
 DV0287  STATE/COUNTY-  AZ/MARICOPA
 DV0287  USGS QUAD   -  EL MIRAGE (1982)
 DV0287
 DV0287                         *CURRENT SURVEY CONTROL
 DV0287  ___________________________________________________________________
 DV0287* NAD 83(1986)-  33 32 16.     (N)    112 21 32.     (W)     SCALED    
 DV0287* NAVD 88     -       330.97   (+/-2cm)    1085.9    (feet)  VERTCON   
 DV0287  ___________________________________________________________________
 DV0287  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0287
 DV0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0287
 DV0287.The horizontal coordinates were scaled from a topographic map and have
 DV0287.an estimated accuracy of +/- 6 seconds.
 DV0287
 DV0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0287.The vertical order pertains to the NGVD 29 superseded value.
 DV0287
 DV0287.The geoid height was determined by GEOID03.
 DV0287
 DV0287;                    North         East    Units  Estimated Accuracy
 DV0287;SPC AZ C     -   281,480.      172,290.      MT  (+/- 180 meters Scaled)
 DV0287
 DV0287                          SUPERSEDED SURVEY CONTROL
 DV0287
 DV0287  NGVD 29 (??/??/92)  330.421  (m)         1084.06   (f) ADJ UNCH    2 0
 DV0287
 DV0287.Superseded values are not recommended for survey control.
 DV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0287.See file dsdata.txt to determine how the superseded data were derived.
 DV0287
 DV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738117(NAD 83)
 DV0287_MARKER: Q = CHISELED SQUARE
 DV0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0287_SP_SET: MANHOLE COVER
 DV0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0287
 DV0287  HISTORY     - Date     Condition        Report By
 DV0287  HISTORY     - UNK      MONUMENTED       DOD
 DV0287  HISTORY     - 1945     GOOD             NGS
 DV0287
 DV0287                          STATION DESCRIPTION
 DV0287
 DV0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0287'IN LUKE FIELD.
 DV0287'AT LUKE FIELD, MARICOPA COUNTY, 87.8 FEET EAST-NORTHEAST OF THE
 DV0287'NORTHEAST CORNER OF BUILDING T-692, 43.5 FEET SOUTHWEST OF THE NEAREST
 DV0287'POWER-TRANSMISSION-LINE POLE, AT THE INTERSECTION OF FIRST AND J
 DV0287'STREETS, 21 FEET EAST OF THE CENTERLINE OF FIRST STREET, 18 FEET SOUTH
 DV0287'OF THE PROLONGATION OF THE CENTERLINE OF J. STREET, AND ON THE NORTH
 DV0287'EDGE OF AN IRON MANHOLE COVER.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0602 ***********************************************************************
 ER0602  DESIGNATION -  110 BKC
 ER0602  PID         -  ER0602
 ER0602  STATE/COUNTY-  AZ/APACHE
 ER0602  USGS QUAD   -  MESA PARADA NW (1984)
 ER0602
 ER0602                         *CURRENT SURVEY CONTROL
 ER0602  ___________________________________________________________________
 ER0602* NAD 83(1986)-  34 26 45.     (N)    109 10 58.     (W)     SCALED    
 ER0602* NAVD 88     -      2012.543  (meters)    6602.82   (feet)  ADJUSTED  
 ER0602  ___________________________________________________________________
 ER0602  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ER0602  DYNAMIC HT  -        2009.541 (meters)    6592.97  (feet)  COMP
 ER0602  MODELED GRAV-     979,071.7   (mgal)                       NAVD 88
 ER0602
 ER0602  VERT ORDER  -  SECOND    CLASS 0
 ER0602
 ER0602.The horizontal coordinates were scaled from a topographic map and have
 ER0602.an estimated accuracy of +/- 6 seconds.
 ER0602
 ER0602.The orthometric height was determined by differential leveling
 ER0602.and adjusted by the National Geodetic Survey in June 1991..
 ER0602
 ER0602.The geoid height was determined by GEOID03.
 ER0602
 ER0602.The dynamic height is computed by dividing the NAVD 88
 ER0602.geopotential number by the normal gravity value computed on the
 ER0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0602.degrees latitude (g = 980.6199 gals.).
 ER0602
 ER0602.The modeled gravity was interpolated from observed gravity values.
 ER0602
 ER0602;                    North         East    Units  Estimated Accuracy
 ER0602;SPC AZ E     -   382,540.      303,770.      MT  (+/- 180 meters Scaled)
 ER0602
 ER0602                          SUPERSEDED SURVEY CONTROL
 ER0602
 ER0602.No superseded survey control is available for this station.
 ER0602
 ER0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD669130(NAD 83)
 ER0602_MARKER: DB = BENCH MARK DISK
 ER0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0602_SP_SET: COPPER-CLAD STEEL ROD
 ER0602_STAMPING: 110 BKC 1968 6600
 ER0602_MARK LOGO: USGS  
 ER0602_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0602+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0602
 ER0602  HISTORY     - Date     Condition        Report By
 ER0602  HISTORY     - 1968     MONUMENTED       USGS
 ER0602
 ER0602                          STATION DESCRIPTION
 ER0602
 ER0602'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0602'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0602'ALONG U S HIGHWAY 666, THENCE 11.3 MILES EAST ALONG A GRAVEL ROAD, 66
 ER0602'FEET NORTH OF THE ROAD, 15 FEET NORTH OF A POWER POLE, 3.5 FEET
 ER0602'SOUTHEAST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0602'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0573 ***********************************************************************
 ER0573  DESIGNATION -  110 DOR
 ER0573  PID         -  ER0573
 ER0573  STATE/COUNTY-  AZ/APACHE
 ER0573  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0573
 ER0573                         *CURRENT SURVEY CONTROL
 ER0573  ___________________________________________________________________
 ER0573* NAD 83(1986)-  34 43 06.     (N)    109 29 09.     (W)     SCALED    
 ER0573* NAVD 88     -      1761.220  (meters)    5778.27   (feet)  ADJUSTED  
 ER0573  ___________________________________________________________________
 ER0573  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0573  DYNAMIC HT  -        1758.707 (meters)    5770.02  (feet)  COMP
 ER0573  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 ER0573
 ER0573  VERT ORDER  -  SECOND    CLASS II
 ER0573
 ER0573.The horizontal coordinates were scaled from a topographic map and have
 ER0573.an estimated accuracy of +/- 6 seconds.
 ER0573
 ER0573.The orthometric height was determined by differential leveling
 ER0573.and adjusted by the National Geodetic Survey in June 1991..
 ER0573
 ER0573.The geoid height was determined by GEOID03.
 ER0573
 ER0573.The dynamic height is computed by dividing the NAVD 88
 ER0573.geopotential number by the normal gravity value computed on the
 ER0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0573.degrees latitude (g = 980.6199 gals.).
 ER0573
 ER0573.The modeled gravity was interpolated from observed gravity values.
 ER0573
 ER0573;                    North         East    Units  Estimated Accuracy
 ER0573;SPC AZ E     -   412,540.      275,720.      MT  (+/- 180 meters Scaled)
 ER0573
 ER0573                          SUPERSEDED SURVEY CONTROL
 ER0573
 ER0573.No superseded survey control is available for this station.
 ER0573
 ER0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD386428(NAD 83)
 ER0573_MARKER: DB = BENCH MARK DISK
 ER0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0573_SP_SET: CONCRETE POST
 ER0573_STAMPING: 110 DOR 1972 5775
 ER0573_MARK LOGO: USGS  
 ER0573_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0573+STABILITY: SURFACE MOTION
 ER0573
 ER0573  HISTORY     - Date     Condition        Report By
 ER0573  HISTORY     - 1972     MONUMENTED       USGS
 ER0573
 ER0573                          STATION DESCRIPTION
 ER0573
 ER0573'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0573'36.0 KM (22.40 MI) NNW FROM ST JOHNS.
 ER0573'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0573'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0573'180 TO A T-ROAD NORTHEAST, THENDE 14.7 MILES NORTH ALONG THE ROAD TO
 ER0573'NAVAJO TO A LARGE STOCK TANK EXCLOSURE, 73 FEET NORTHWEST OF THE
 ER0573'ROAD, 25 FEET SOUTHWEST OF A FENCE CORNER, AND 1.0 FOOT SOUTHEAST OF
 ER0573'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0457 ***********************************************************************
 GQ0457  DESIGNATION -  110 DOR
 GQ0457  PID         -  GQ0457
 GQ0457  STATE/COUNTY-  AZ/MOHAVE
 GQ0457  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0457
 GQ0457                         *CURRENT SURVEY CONTROL
 GQ0457  ___________________________________________________________________
 GQ0457* NAD 83(1986)-  36 42 14.     (N)    113 28 40.     (W)     SCALED    
 GQ0457* NAVD 88     -      1528.698  (meters)    5015.40   (feet)  POSTED    
 GQ0457  ___________________________________________________________________
 GQ0457  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 GQ0457  DYNAMIC HT  -        1526.940 (meters)    5009.64  (feet)  COMP
 GQ0457  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 GQ0457
 GQ0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0457
 GQ0457.The horizontal coordinates were scaled from a topographic map and have
 GQ0457.an estimated accuracy of +/- 6 seconds.
 GQ0457
 GQ0457.The orthometric height was determined by differential leveling
 GQ0457.and adjusted by the National Geodetic Survey in 1992..
 GQ0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0457.rate of 0.0 thru 1.0 mm/km.
 GQ0457
 GQ0457.The geoid height was determined by GEOID03.
 GQ0457
 GQ0457.The dynamic height is computed by dividing the NAVD 88
 GQ0457.geopotential number by the normal gravity value computed on the
 GQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0457.degrees latitude (g = 980.6199 gals.).
 GQ0457
 GQ0457.The modeled gravity was interpolated from observed gravity values.
 GQ0457
 GQ0457;                    North         East    Units  Estimated Accuracy
 GQ0457;SPC AZ W     -   632,670.      237,680.      MT  (+/- 180 meters Scaled)
 GQ0457
 GQ0457                          SUPERSEDED SURVEY CONTROL
 GQ0457
 GQ0457.No superseded survey control is available for this station.
 GQ0457
 GQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF786648(NAD 83)
 GQ0457_MARKER: DB = BENCH MARK DISK
 GQ0457_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0457_SP_SET: ROCK OUTCROP
 GQ0457_STAMPING: 110 DOR 1970 5012
 GQ0457_MARK LOGO: USGS  
 GQ0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0457+STABILITY: POSITION/ELEVATION WELL
 GQ0457
 GQ0457  HISTORY     - Date     Condition        Report By
 GQ0457  HISTORY     - 1970     MONUMENTED       USGS
 GQ0457
 GQ0457                          STATION DESCRIPTION
 GQ0457
 GQ0457'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0457'53.3 KM (33.10 MI) SSE FROM ST GEORGE UT.
 GQ0457'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0457'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0457'ROAD TO THE ARIZONA STATE LINE, CONTINUE 26.4 MILES SOUTH ALONG MT.
 GQ0457'TRUMBULL ROAD, 0.2 MILES NORTH OF A HILL WITH A CAIRN ON IT, 100 FEET
 GQ0457'NORTH OF THE ROAD, FLUSH WITH THE GROUND.
 GQ0457'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0457'THE MARK IS 64 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0678 ***********************************************************************
 GP0678  DESIGNATION -  110 DOR
 GP0678  PID         -  GP0678
 GP0678  STATE/COUNTY-  AZ/COCONINO
 GP0678  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0678
 GP0678                         *CURRENT SURVEY CONTROL
 GP0678  ___________________________________________________________________
 GP0678* NAD 83(1986)-  36 36 34.     (N)    110 47 18.     (W)     SCALED    
 GP0678* NAVD 88     -      1950.080  (meters)    6397.89   (feet)  ADJUSTED  
 GP0678  ___________________________________________________________________
 GP0678  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GP0678  DYNAMIC HT  -        1947.621 (meters)    6389.82  (feet)  COMP
 GP0678  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 GP0678
 GP0678  VERT ORDER  -  SECOND    CLASS 0
 GP0678
 GP0678.The horizontal coordinates were scaled from a topographic map and have
 GP0678.an estimated accuracy of +/- 6 seconds.
 GP0678
 GP0678.The orthometric height was determined by differential leveling
 GP0678.and adjusted by the National Geodetic Survey in June 1991..
 GP0678
 GP0678.The geoid height was determined by GEOID03.
 GP0678
 GP0678.The dynamic height is computed by dividing the NAVD 88
 GP0678.geopotential number by the normal gravity value computed on the
 GP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0678.degrees latitude (g = 980.6199 gals.).
 GP0678
 GP0678.The modeled gravity was interpolated from observed gravity values.
 GP0678
 GP0678;                    North         East    Units  Estimated Accuracy
 GP0678;SPC AZ C     -   622,730.      314,300.      MT  (+/- 180 meters Scaled)
 GP0678
 GP0678                          SUPERSEDED SURVEY CONTROL
 GP0678
 GP0678.No superseded survey control is available for this station.
 GP0678
 GP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF189515(NAD 83)
 GP0678_MARKER: DB = BENCH MARK DISK
 GP0678_SETTING: 66 = SET IN ROCK OUTCROP
 GP0678_SP_SET: ROCK OUTCROP
 GP0678_STAMPING: 110 DOR 1969 6395
 GP0678_MARK LOGO: USGS  
 GP0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0678+STABILITY: POSITION/ELEVATION WELL
 GP0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0678+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0678
 GP0678  HISTORY     - Date     Condition        Report By
 GP0678  HISTORY     - 1969     MONUMENTED       USGS
 GP0678
 GP0678                          STATION DESCRIPTION
 GP0678
 GP0678'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0678'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0678'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0678'NORTH, THENCE 17.3 MILES NORTH AND NORTHEAST, 0.3 MILES NORTHEAST OF
 GP0678'A HIGH VOLTAGE POWER LINE CROSSING, 115 FEET NORTHWEST AND 6 FEET
 GP0678'HIGHER THAN THE JUNCTION OF THE Y-ROAD SOUTH, 63 FEET NORTHWEST OF A
 GP0678'TELEPHONE LINE, 2 FEET SOUTHEAST OF A WITNESS, IN A SANDSTONE
 GP0678'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1733 ***********************************************************************
 DV1733  DESIGNATION -  1100.98
 DV1733  PID         -  DV1733
 DV1733  STATE/COUNTY-  AZ/MARICOPA
 DV1733  USGS QUAD   -  EL MIRAGE (1982)
 DV1733
 DV1733                         *CURRENT SURVEY CONTROL
 DV1733  ___________________________________________________________________
 DV1733* NAD 83(1986)-  33 33 58.     (N)    112 16 21.     (W)     SCALED    
 DV1733* NAVD 88     -       334.337  (meters)    1096.90   (feet)  ADJUSTED  
 DV1733  ___________________________________________________________________
 DV1733  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV1733  DYNAMIC HT  -         333.944 (meters)    1095.61  (feet)  COMP
 DV1733  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1733
 DV1733  VERT ORDER  -  SECOND    CLASS I
 DV1733
 DV1733.The horizontal coordinates were scaled from a topographic map and have
 DV1733.an estimated accuracy of +/- 6 seconds.
 DV1733
 DV1733.The orthometric height was determined by differential leveling
 DV1733.and adjusted by the National Geodetic Survey in November 1993..
 DV1733
 DV1733.The geoid height was determined by GEOID03.
 DV1733
 DV1733.The dynamic height is computed by dividing the NAVD 88
 DV1733.geopotential number by the normal gravity value computed on the
 DV1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1733.degrees latitude (g = 980.6199 gals.).
 DV1733
 DV1733.The modeled gravity was interpolated from observed gravity values.
 DV1733
 DV1733;                    North         East    Units  Estimated Accuracy
 DV1733;SPC AZ C     -   284,590.      180,320.      MT  (+/- 180 meters Scaled)
 DV1733
 DV1733                          SUPERSEDED SURVEY CONTROL
 DV1733
 DV1733.No superseded survey control is available for this station.
 DV1733
 DV1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818147(NAD 83)
 DV1733_MARKER: DB = BENCH MARK DISK
 DV1733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1733_SP_SET: BRIDGE ABUTMENT
 DV1733_STAMPING: 1100.98 1976
 DV1733_MARK LOGO: AZDT  
 DV1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1733+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1733
 DV1733  HISTORY     - Date     Condition        Report By
 DV1733  HISTORY     - 1976     MONUMENTED       AZDT
 DV1733  HISTORY     - 1982     GOOD             AZDT
 DV1733  HISTORY     - 20040222 GOOD             USPSQD
 DV1733  HISTORY     - 20060325 GOOD             USPSQD
 DV1733
 DV1733                          STATION DESCRIPTION
 DV1733
 DV1733'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1733'11.83 KM (7.4 MI) NORTH FROM TOLLESON.
 DV1733'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1733'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST ALONG OLIVE
 DV1733'AVENUE FOR 0.15 MI (0.24 KM) TO THE MARK ON THE NORTHEAST ABUTMENT OF
 DV1733'THE NEW RIVER BRIDGE, 42.0 FT (12.8 METERS) NORTH OF CENTERLINE OF
 DV1733'OLIVE AVENUE, 12.0 FT (3.66 METERS) EAST OF A EXPANSION JOINT, 1.8 FT
 DV1733'(0.55 METERS) ABOVE GROUND, A STANDARD AZDT ALUMINIUM CAP.
 DV1733
 DV1733                          STATION RECOVERY (2004)
 DV1733
 DV1733'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1733'RECOVERED AS DESCRIBED.
 DV1733
 DV1733                          STATION RECOVERY (2006)
 DV1733
 DV1733'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0543 ***********************************************************************
 DV0543  DESIGNATION -  1101.10
 DV0543  PID         -  DV0543
 DV0543  STATE/COUNTY-  AZ/MARICOPA
 DV0543  USGS QUAD   -  PHOENIX (1982)
 DV0543
 DV0543                         *CURRENT SURVEY CONTROL
 DV0543  ___________________________________________________________________
 DV0543* NAD 83(1986)-  33 28 58.     (N)    112 07 13.     (W)     SCALED    
 DV0543* NAVD 88     -       336.08   (+/-2cm)    1102.6    (feet)  VERTCON   
 DV0543  ___________________________________________________________________
 DV0543  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0543
 DV0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0543
 DV0543.The horizontal coordinates were scaled from a topographic map and have
 DV0543.an estimated accuracy of +/- 6 seconds.
 DV0543
 DV0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0543.The vertical order pertains to the NGVD 29 superseded value.
 DV0543
 DV0543.The geoid height was determined by GEOID03.
 DV0543
 DV0543;                    North         East    Units  Estimated Accuracy
 DV0543;SPC AZ C     -   275,310.      194,440.      MT  (+/- 180 meters Scaled)
 DV0543
 DV0543                          SUPERSEDED SURVEY CONTROL
 DV0543
 DV0543  NGVD 29 (??/??/92)  335.461  (m)         1100.59   (f) ADJ UNCH    2 0
 DV0543
 DV0543.Superseded values are not recommended for survey control.
 DV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0543.See file dsdata.txt to determine how the superseded data were derived.
 DV0543
 DV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC959053(NAD 83)
 DV0543_MARKER: DD = SURVEY DISK
 DV0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0543_SP_SET: CULVERT
 DV0543_STAMPING: 1101.10 125+30 1937
 DV0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0543
 DV0543  HISTORY     - Date     Condition        Report By
 DV0543  HISTORY     - 1937     MONUMENTED       AZHD
 DV0543  HISTORY     - 1949     GOOD             NGS
 DV0543  HISTORY     - 1959     GOOD             NGS
 DV0543
 DV0543                          STATION DESCRIPTION
 DV0543
 DV0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0543'4.4 MI NW FROM PHOENIX.
 DV0543'4.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0543'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0543'60-70-89, ABOUT 35 YARDS NORTHEAST OF THE NORTHEAST RAIL, 90 FEET
 DV0543'NORTHEAST OF THE NORTHEAST END OF CULVERT A 190, 36 FEET NORTHEAST OF
 DV0543'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 DV0543'THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 DV0543'HEAD WALL.
 DV0543
 DV0543                          STATION RECOVERY (1959)
 DV0543
 DV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1731 ***********************************************************************
 DV1731  DESIGNATION -  1103.21
 DV1731  PID         -  DV1731
 DV1731  STATE/COUNTY-  AZ/MARICOPA
 DV1731  USGS QUAD   -  EL MIRAGE (1982)
 DV1731
 DV1731                         *CURRENT SURVEY CONTROL
 DV1731  ___________________________________________________________________
 DV1731* NAD 83(1986)-  33 33 30.     (N)    112 16 21.     (W)     SCALED    
 DV1731* NAVD 88     -       335.007  (meters)    1099.10   (feet)  ADJUSTED  
 DV1731  ___________________________________________________________________
 DV1731  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV1731  DYNAMIC HT  -         334.614 (meters)    1097.81  (feet)  COMP
 DV1731  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 DV1731
 DV1731  VERT ORDER  -  SECOND    CLASS I
 DV1731
 DV1731.The horizontal coordinates were scaled from a topographic map and have
 DV1731.an estimated accuracy of +/- 6 seconds.
 DV1731
 DV1731.The orthometric height was determined by differential leveling
 DV1731.and adjusted by the National Geodetic Survey in November 1993..
 DV1731
 DV1731.The geoid height was determined by GEOID03.
 DV1731
 DV1731.The dynamic height is computed by dividing the NAVD 88
 DV1731.geopotential number by the normal gravity value computed on the
 DV1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1731.degrees latitude (g = 980.6199 gals.).
 DV1731
 DV1731.The modeled gravity was interpolated from observed gravity values.
 DV1731
 DV1731;                    North         East    Units  Estimated Accuracy
 DV1731;SPC AZ C     -   283,730.      180,320.      MT  (+/- 180 meters Scaled)
 DV1731
 DV1731                          SUPERSEDED SURVEY CONTROL
 DV1731
 DV1731.No superseded survey control is available for this station.
 DV1731
 DV1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818139(NAD 83)
 DV1731_MARKER: DB = BENCH MARK DISK
 DV1731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1731_SP_SET: CONCRETE HEADWALL
 DV1731_STAMPING: 1103.21
 DV1731_MARK LOGO: AZDT  
 DV1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1731+STABILITY: SURFACE MOTION
 DV1731
 DV1731  HISTORY     - Date     Condition        Report By
 DV1731  HISTORY     - UNK      MONUMENTED       AZDT
 DV1731  HISTORY     - 1982     GOOD             AZDT
 DV1731
 DV1731                          STATION DESCRIPTION
 DV1731
 DV1731'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1731'11.59 KM (7.2 MI) NORTH FROM TOLLESON.
 DV1731'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1731'AVENUE FOR 7.2 MILES (11.59 KM) TO OLIVE AVENUE AND THE MARK IN THE
 DV1731'SOUTHEAST CORNER, 60 FT (18.29 METERS) SOUTH OF THE CENTERLINE OF
 DV1731'OLIVE AVENUE, 62 FT (18.90 METERS) EAST OF CENTERLINE OF 99TH AVENUE,
 DV1731'A A STANDARD AZDT BRASS CAP IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0041 ***********************************************************************
 DU0041  DESIGNATION -  1103+28
 DU0041  PID         -  DU0041
 DU0041  STATE/COUNTY-  AZ/GILA
 DU0041  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0041
 DU0041                         *CURRENT SURVEY CONTROL
 DU0041  ___________________________________________________________________
 DU0041* NAD 83(1986)-  33 51 51.     (N)    110 24 48.     (W)     SCALED    
 DU0041* NAVD 88     -      1523.116  (meters)    4997.09   (feet)  ADJUSTED  
 DU0041  ___________________________________________________________________
 DU0041  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DU0041  DYNAMIC HT  -        1520.941 (meters)    4989.95  (feet)  COMP
 DU0041  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 DU0041
 DU0041  VERT ORDER  -  FIRST     CLASS II
 DU0041
 DU0041.The horizontal coordinates were scaled from a topographic map and have
 DU0041.an estimated accuracy of +/- 6 seconds.
 DU0041
 DU0041.The orthometric height was determined by differential leveling
 DU0041.and adjusted by the National Geodetic Survey in June 1991..
 DU0041.WARNING-Repeat measurements at this control monument indicate possible
 DU0041.vertical movement.
 DU0041
 DU0041.The geoid height was determined by GEOID03.
 DU0041
 DU0041.The dynamic height is computed by dividing the NAVD 88
 DU0041.geopotential number by the normal gravity value computed on the
 DU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0041.degrees latitude (g = 980.6199 gals.).
 DU0041
 DU0041.The modeled gravity was interpolated from observed gravity values.
 DU0041
 DU0041;                    North         East    Units  Estimated Accuracy
 DU0041;SPC AZ E     -   317,620.      190,540.      MT  (+/- 180 meters Scaled)
 DU0041
 DU0041                          SUPERSEDED SURVEY CONTROL
 DU0041
 DU0041  NGVD 29 (??/??/92) 1522.378  (m)         4994.67   (f) ADJ UNCH    1 2
 DU0041
 DU0041.Superseded values are not recommended for survey control.
 DU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0041.See file dsdata.txt to determine how the superseded data were derived.
 DU0041
 DU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC542472(NAD 83)
 DU0041_MARKER: DD = SURVEY DISK
 DU0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0041_SP_SET: CULVERT
 DU0041_STAMPING: 1103+28 4995.23 54
 DU0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0041
 DU0041  HISTORY     - Date     Condition        Report By
 DU0041  HISTORY     - UNK      MONUMENTED       AZHD
 DU0041  HISTORY     - 1960     GOOD             NGS
 DU0041  HISTORY     - 1979     GOOD             NGS
 DU0041
 DU0041                          STATION DESCRIPTION
 DU0041
 DU0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0041'15.45 MI NE FROM SENECA.
 DU0041'ABOUT 15.45 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0041'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0041'THE NORTHEAST END OF A CUT, IN THE CENTER OF THE TOP OF THE NORTHWEST
 DU0041'CONCRETE HEADWALL OF A 40-INCH CULVERT, 24 FEET NORTHWEST OF THE
 DU0041'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0041
 DU0041                          STATION RECOVERY (1979)
 DU0041
 DU0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0041'9.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0041'IN THE SALT RIVER CANYON, 0.15 MILE NORTHEAST OF MILE POST 302, SET
 DU0041'IN THE TOP OF THE NORTHWEST HEADWALL OF A 40-INCH CONCRETE CULVERT,
 DU0041'24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0041'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0041'COURTHOUSE IN GLOBE.
 DU0041'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0218 ***********************************************************************
 DV0218  DESIGNATION -  1108.60
 DV0218  PID         -  DV0218
 DV0218  STATE/COUNTY-  AZ/MARICOPA
 DV0218  USGS QUAD   -  PHOENIX (1982)
 DV0218
 DV0218                         *CURRENT SURVEY CONTROL
 DV0218  ___________________________________________________________________
 DV0218* NAD 83(1986)-  33 29 13.     (N)    112 07 29.     (W)     SCALED    
 DV0218* NAVD 88     -       338.35   (+/-2cm)    1110.1    (feet)  VERTCON   
 DV0218  ___________________________________________________________________
 DV0218  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0218
 DV0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0218
 DV0218.The horizontal coordinates were scaled from a topographic map and have
 DV0218.an estimated accuracy of +/- 6 seconds.
 DV0218
 DV0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0218.The vertical order pertains to the NGVD 29 superseded value.
 DV0218
 DV0218.The geoid height was determined by GEOID03.
 DV0218
 DV0218;                    North         East    Units  Estimated Accuracy
 DV0218;SPC AZ C     -   275,770.      194,030.      MT  (+/- 180 meters Scaled)
 DV0218
 DV0218                          SUPERSEDED SURVEY CONTROL
 DV0218
 DV0218  NGVD 29 (??/??/92)  337.736  (m)         1108.06   (f) ADJ UNCH    2 0
 DV0218
 DV0218.Superseded values are not recommended for survey control.
 DV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0218.See file dsdata.txt to determine how the superseded data were derived.
 DV0218
 DV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC955058(NAD 83)
 DV0218_MARKER: DD = SURVEY DISK
 DV0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0218_SP_SET: CULVERT
 DV0218_STAMPING: 1108.60 148+50 1937
 DV0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0218
 DV0218  HISTORY     - Date     Condition        Report By
 DV0218  HISTORY     - 1937     MONUMENTED       AZHD
 DV0218  HISTORY     - 1959     GOOD             NGS
 DV0218
 DV0218                          STATION DESCRIPTION
 DV0218
 DV0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0218'IN PHOENIX.
 DV0218'4.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0218'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U. S. HIGHWAY
 DV0218'60-70-89, ABOUT 48 YARDS NORTH OF THE NORTHEAST END OF CULVERT F 189,
 DV0218'90 FEET NORTHEAST OF THE NORTHEAST RAIL, 57 FEET NORTHWEST OF THE
 DV0218'CENTERLINE OF THE ROAD AT THE ENTRANCE TO THE EL RANCHITO MOTEL, 27
 DV0218'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 DV0218'ABOVE THE SURFACE OF THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE
 DV0218'NORTHEAST CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0032 ***********************************************************************
 CZ0032  DESIGNATION -  1109
 CZ0032  PID         -  CZ0032
 CZ0032  STATE/COUNTY-  AZ/COCHISE
 CZ0032  USGS QUAD   -  STEELE HILLS (1985)
 CZ0032
 CZ0032                         *CURRENT SURVEY CONTROL
 CZ0032  ___________________________________________________________________
 CZ0032* NAD 83(1986)-  32 07 41.     (N)    110 00 36.     (W)     SCALED    
 CZ0032* NAVD 88     -      1401.565  (meters)    4598.30   (feet)  ADJUSTED  
 CZ0032  ___________________________________________________________________
 CZ0032  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0032  DYNAMIC HT  -        1399.441 (meters)    4591.33  (feet)  COMP
 CZ0032  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CZ0032  OBS GRAVITY -     979,072.9   (mgal)                       GRAV_OBS
 CZ0032
 CZ0032  VERT ORDER  -  FIRST     CLASS II
 CZ0032
 CZ0032.The horizontal coordinates were scaled from a topographic map and have
 CZ0032.an estimated accuracy of +/- 6 seconds.
 CZ0032
 CZ0032.The orthometric height was determined by differential leveling
 CZ0032.and adjusted by the National Geodetic Survey in June 1991..
 CZ0032
 CZ0032.The geoid height was determined by GEOID03.
 CZ0032
 CZ0032.The dynamic height is computed by dividing the NAVD 88
 CZ0032.geopotential number by the normal gravity value computed on the
 CZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0032.degrees latitude (g = 980.6199 gals.).
 CZ0032
 CZ0032.The modeled gravity was interpolated from observed gravity values.
 CZ0032.The observed gravity was obtained from relative gravimeter ties
 CZ0032.to the IGSN71 gravity network.
 CZ0032
 CZ0032;                    North         East    Units  Estimated Accuracy
 CZ0032;SPC AZ E     -   125,080.      228,140.      MT  (+/- 180 meters Scaled)
 CZ0032
 CZ0032                          SUPERSEDED SURVEY CONTROL
 CZ0032
 CZ0032  NGVD 29 (??/??/92) 1400.710  (m)         4595.50   (f) ADJ UNCH    1 2
 CZ0032
 CZ0032.Superseded values are not recommended for survey control.
 CZ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0032.See file dsdata.txt to determine how the superseded data were derived.
 CZ0032
 CZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA933550(NAD 83)
 CZ0032_MARKER: DD = SURVEY DISK
 CZ0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0032_SP_SET: BRIDGE
 CZ0032_STAMPING: 1109 4596.38 1958
 CZ0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0032
 CZ0032  HISTORY     - Date     Condition        Report By
 CZ0032  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0032  HISTORY     - 1960     GOOD             NGS
 CZ0032  HISTORY     - 1979     GOOD             NGS
 CZ0032
 CZ0032                          STATION DESCRIPTION
 CZ0032
 CZ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0032'22.5 MI E FROM BENSON.
 CZ0032'22.5 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0032'HIGHWAY 86, 0.3 MILE WEST OF MILEPOST 315, 33 FEET SOUTHEAST OF THE
 CZ0032'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN
 CZ0032'THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE BRIDGE STOCK
 CZ0032'UNDERPASS, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 CZ0032
 CZ0032                          STATION RECOVERY (1979)
 CZ0032
 CZ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0032'35.9 KILOMETERS (22.3 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0032'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0032'OF THE SOUTHEAST HEADWALL FOR A 1.8- BY 2.4-METER BOX CULVERT,
 CZ0032'10.0 METERS (33 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0032'LANES.
 CZ0032'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0603 ***********************************************************************
 ER0603  DESIGNATION -  111 BKC
 ER0603  PID         -  ER0603
 ER0603  STATE/COUNTY-  AZ/APACHE
 ER0603  USGS QUAD   -  MESA PARADA NW (1984)
 ER0603
 ER0603                         *CURRENT SURVEY CONTROL
 ER0603  ___________________________________________________________________
 ER0603* NAD 83(1986)-  34 26 29.     (N)    109 09 54.     (W)     SCALED    
 ER0603* NAVD 88     -      2018.522  (meters)    6622.43   (feet)  ADJUSTED  
 ER0603  ___________________________________________________________________
 ER0603  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 ER0603  DYNAMIC HT  -        2015.500 (meters)    6612.52  (feet)  COMP
 ER0603  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 ER0603
 ER0603  VERT ORDER  -  SECOND    CLASS 0
 ER0603
 ER0603.The horizontal coordinates were scaled from a topographic map and have
 ER0603.an estimated accuracy of +/- 6 seconds.
 ER0603
 ER0603.The orthometric height was determined by differential leveling
 ER0603.and adjusted by the National Geodetic Survey in June 1991..
 ER0603
 ER0603.The geoid height was determined by GEOID03.
 ER0603
 ER0603.The dynamic height is computed by dividing the NAVD 88
 ER0603.geopotential number by the normal gravity value computed on the
 ER0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0603.degrees latitude (g = 980.6199 gals.).
 ER0603
 ER0603.The modeled gravity was interpolated from observed gravity values.
 ER0603
 ER0603;                    North         East    Units  Estimated Accuracy
 ER0603;SPC AZ E     -   382,070.      305,410.      MT  (+/- 180 meters Scaled)
 ER0603
 ER0603                          SUPERSEDED SURVEY CONTROL
 ER0603
 ER0603.No superseded survey control is available for this station.
 ER0603
 ER0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD685126(NAD 83)
 ER0603_MARKER: DB = BENCH MARK DISK
 ER0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0603_SP_SET: COPPER-CLAD STEEL ROD
 ER0603_STAMPING: 111 BKC 1968 6619
 ER0603_MARK LOGO: USGS  
 ER0603_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0603+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0603
 ER0603  HISTORY     - Date     Condition        Report By
 ER0603  HISTORY     - 1968     MONUMENTED       USGS
 ER0603
 ER0603                          STATION DESCRIPTION
 ER0603
 ER0603'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0603'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0603'ALONG U S HIGHWAY 666, THENCE 12.4 MILES EAST ALONG A GRAVEL ROAD, 42
 ER0603'FEET NORTH OF THE ROAD, 0.5 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0603'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0574 ***********************************************************************
 ER0574  DESIGNATION -  111 DOR
 ER0574  PID         -  ER0574
 ER0574  STATE/COUNTY-  AZ/APACHE
 ER0574  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0574
 ER0574                         *CURRENT SURVEY CONTROL
 ER0574  ___________________________________________________________________
 ER0574* NAD 83(1986)-  34 42 14.     (N)    109 29 33.     (W)     SCALED    
 ER0574* NAVD 88     -      1753.855  (meters)    5754.11   (feet)  ADJUSTED  
 ER0574  ___________________________________________________________________
 ER0574  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0574  DYNAMIC HT  -        1751.357 (meters)    5745.91  (feet)  COMP
 ER0574  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 ER0574
 ER0574  VERT ORDER  -  SECOND    CLASS II
 ER0574
 ER0574.The horizontal coordinates were scaled from a topographic map and have
 ER0574.an estimated accuracy of +/- 6 seconds.
 ER0574
 ER0574.The orthometric height was determined by differential leveling
 ER0574.and adjusted by the National Geodetic Survey in June 1991..
 ER0574
 ER0574.The geoid height was determined by GEOID03.
 ER0574
 ER0574.The dynamic height is computed by dividing the NAVD 88
 ER0574.geopotential number by the normal gravity value computed on the
 ER0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0574.degrees latitude (g = 980.6199 gals.).
 ER0574
 ER0574.The modeled gravity was interpolated from observed gravity values.
 ER0574
 ER0574;                    North         East    Units  Estimated Accuracy
 ER0574;SPC AZ E     -   410,930.      275,120.      MT  (+/- 180 meters Scaled)
 ER0574
 ER0574                          SUPERSEDED SURVEY CONTROL
 ER0574
 ER0574.No superseded survey control is available for this station.
 ER0574
 ER0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD380412(NAD 83)
 ER0574_MARKER: DB = BENCH MARK DISK
 ER0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0574_SP_SET: CONCRETE POST
 ER0574_STAMPING: 111 DOR 1972 5751
 ER0574_MARK LOGO: USGS  
 ER0574_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0574+STABILITY: SURFACE MOTION
 ER0574
 ER0574  HISTORY     - Date     Condition        Report By
 ER0574  HISTORY     - 1972     MONUMENTED       USGS
 ER0574
 ER0574                          STATION DESCRIPTION
 ER0574
 ER0574'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0574'34.3 KM (21.30 MI) NNW FROM ST JOHNS.
 ER0574'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0574'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0574'180 TO A T-ROAD NORTHEAST, THENCE 13.6 MILES NORTH ALONG THE ROAD
 ER0574'TOWARD NAVAJO, 30 FEET WEST OF THE ROAD, AT THE EAST EDGE OF A SMALL
 ER0574'JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0458 ***********************************************************************
 GQ0458  DESIGNATION -  111 DOR
 GQ0458  PID         -  GQ0458
 GQ0458  STATE/COUNTY-  AZ/MOHAVE
 GQ0458  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0458
 GQ0458                         *CURRENT SURVEY CONTROL
 GQ0458  ___________________________________________________________________
 GQ0458* NAD 83(1986)-  36 41 56.     (N)    113 27 44.     (W)     SCALED    
 GQ0458* NAVD 88     -      1522.247  (meters)    4994.24   (feet)  POSTED    
 GQ0458  ___________________________________________________________________
 GQ0458  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 GQ0458  DYNAMIC HT  -        1520.500 (meters)    4988.51  (feet)  COMP
 GQ0458  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 GQ0458
 GQ0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0458
 GQ0458.The horizontal coordinates were scaled from a topographic map and have
 GQ0458.an estimated accuracy of +/- 6 seconds.
 GQ0458
 GQ0458.The orthometric height was determined by differential leveling
 GQ0458.and adjusted by the National Geodetic Survey in 1992..
 GQ0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0458.rate of 0.0 thru 1.0 mm/km.
 GQ0458
 GQ0458.The geoid height was determined by GEOID03.
 GQ0458
 GQ0458.The dynamic height is computed by dividing the NAVD 88
 GQ0458.geopotential number by the normal gravity value computed on the
 GQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0458.degrees latitude (g = 980.6199 gals.).
 GQ0458
 GQ0458.The modeled gravity was interpolated from observed gravity values.
 GQ0458
 GQ0458;                    North         East    Units  Estimated Accuracy
 GQ0458;SPC AZ W     -   632,120.      239,080.      MT  (+/- 180 meters Scaled)
 GQ0458
 GQ0458                          SUPERSEDED SURVEY CONTROL
 GQ0458
 GQ0458.No superseded survey control is available for this station.
 GQ0458
 GQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF800642(NAD 83)
 GQ0458_MARKER: DB = BENCH MARK DISK
 GQ0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0458_SP_SET: COPPER-CLAD STEEL ROD
 GQ0458_STAMPING: 111 DOR 1970 4991
 GQ0458_MARK LOGO: USGS  
 GQ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0458
 GQ0458  HISTORY     - Date     Condition        Report By
 GQ0458  HISTORY     - 1970     MONUMENTED       USGS
 GQ0458
 GQ0458                          STATION DESCRIPTION
 GQ0458
 GQ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0458'54.9 KM (34.10 MI) SSE FROM ST GEORGE UT.
 GQ0458'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0458'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0458'ROAD TO THE ARIZONA STATE LINE, CONTINUE 27.4 MILES SOUTH ALONG MT.
 GQ0458'TRUMBULL ROAD TO A CATTLEGUARD, 0.1 MILE SOUTHEAST OF A BLM ALUMINUM
 GQ0458'TABLET STAMPED BLM PROJ NO STUDY PLOT 4 MAIN STREET NE NE SEC 15 T36N
 GQ0458'R11W 1964, 66 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0458'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0679 ***********************************************************************
 GP0679  DESIGNATION -  111 DOR
 GP0679  PID         -  GP0679
 GP0679  STATE/COUNTY-  AZ/COCONINO
 GP0679  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0679
 GP0679                         *CURRENT SURVEY CONTROL
 GP0679  ___________________________________________________________________
 GP0679* NAD 83(1986)-  36 37 25.     (N)    110 46 53.     (W)     SCALED    
 GP0679* NAVD 88     -      1994.421  (meters)    6543.36   (feet)  ADJUSTED  
 GP0679  ___________________________________________________________________
 GP0679  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 GP0679  DYNAMIC HT  -        1991.902 (meters)    6535.10  (feet)  COMP
 GP0679  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 GP0679
 GP0679  VERT ORDER  -  SECOND    CLASS 0
 GP0679
 GP0679.The horizontal coordinates were scaled from a topographic map and have
 GP0679.an estimated accuracy of +/- 6 seconds.
 GP0679
 GP0679.The orthometric height was determined by differential leveling
 GP0679.and adjusted by the National Geodetic Survey in June 1991..
 GP0679
 GP0679.The geoid height was determined by GEOID03.
 GP0679
 GP0679.The dynamic height is computed by dividing the NAVD 88
 GP0679.geopotential number by the normal gravity value computed on the
 GP0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0679.degrees latitude (g = 980.6199 gals.).
 GP0679
 GP0679.The modeled gravity was interpolated from observed gravity values.
 GP0679
 GP0679;                    North         East    Units  Estimated Accuracy
 GP0679;SPC AZ C     -   624,310.      314,900.      MT  (+/- 180 meters Scaled)
 GP0679
 GP0679                          SUPERSEDED SURVEY CONTROL
 GP0679
 GP0679.No superseded survey control is available for this station.
 GP0679
 GP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF195531(NAD 83)
 GP0679_MARKER: DB = BENCH MARK DISK
 GP0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0679_SP_SET: COPPER-CLAD STEEL ROD
 GP0679_STAMPING: 111 DOR 1969 6540
 GP0679_MARK LOGO: USGS  
 GP0679_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0679+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0679
 GP0679  HISTORY     - Date     Condition        Report By
 GP0679  HISTORY     - 1969     MONUMENTED       USGS
 GP0679
 GP0679                          STATION DESCRIPTION
 GP0679
 GP0679'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0679'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0679'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0679'NORTH, THENCE 18.3 MILES NORTH AND NORTHEAST, 103 FEET SOUTHEAST OF A
 GP0679'POWER POLE, 50 FEET NORTHWEST AND 1 FOOT LOWER THAN THE ROAD, 10 FEET
 GP0679'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS, SET ON
 GP0679'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0052 ***********************************************************************
 EU0052  DESIGNATION -  1112.47
 EU0052  PID         -  EU0052
 EU0052  STATE/COUNTY-  AZ/MOHAVE
 EU0052  USGS QUAD   -  FRANCONIA (1970)
 EU0052
 EU0052                         *CURRENT SURVEY CONTROL
 EU0052  ___________________________________________________________________
 EU0052* NAD 83(1986)-  34 43 53.     (N)    114 16 19.     (W)     SCALED    
 EU0052* NAVD 88     -       339.74   (+/-2cm)    1114.6    (feet)  VERTCON   
 EU0052  ___________________________________________________________________
 EU0052  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EU0052
 EU0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0052
 EU0052.The horizontal coordinates were scaled from a topographic map and have
 EU0052.an estimated accuracy of +/- 6 seconds.
 EU0052
 EU0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0052.The vertical order pertains to the NGVD 29 superseded value.
 EU0052
 EU0052.The geoid height was determined by GEOID03.
 EU0052
 EU0052;                    North         East    Units  Estimated Accuracy
 EU0052;SPC AZ W     -   413,920.      165,560.      MT  (+/- 180 meters Scaled)
 EU0052
 EU0052                          SUPERSEDED SURVEY CONTROL
 EU0052
 EU0052  NGVD 29 (??/??/??)  339.058  (m)         1112.39   (f) ADJUSTED    2 0
 EU0052
 EU0052.Superseded values are not recommended for survey control.
 EU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0052.See file dsdata.txt to determine how the superseded data were derived.
 EU0052
 EU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU497466(NAD 83)
 EU0052_MARKER: DD = SURVEY DISK
 EU0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0052_SP_SET: CULVERT
 EU0052_STAMPING: 1112.47 651X00 1951
 EU0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0052
 EU0052  HISTORY     - Date     Condition        Report By
 EU0052  HISTORY     - 1951     MONUMENTED       AZHD
 EU0052  HISTORY     - 1961     GOOD             NGS
 EU0052  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0052
 EU0052                          STATION DESCRIPTION
 EU0052
 EU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0052'12.7 MI E FROM TOPOCK.
 EU0052'ABOUT 12.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0052'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0052'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0052'A 15 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 21 FEET SOUTH OF
 EU0052'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET BELOW
 EU0052'THE LEVEL OF THE HIGHWAY.
 EU0052
 EU0052                          STATION RECOVERY (1981)
 EU0052
 EU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0052'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0219 ***********************************************************************
 DV0219  DESIGNATION -  1112.49
 DV0219  PID         -  DV0219
 DV0219  STATE/COUNTY-  AZ/MARICOPA
 DV0219  USGS QUAD   -  FOWLER (1982)
 DV0219
 DV0219                         *CURRENT SURVEY CONTROL
 DV0219  ___________________________________________________________________
 DV0219* NAD 83(1986)-  33 29 19.     (N)    112 07 36.     (W)     SCALED    
 DV0219* NAVD 88     -       339.50   (+/-2cm)    1113.8    (feet)  VERTCON   
 DV0219  ___________________________________________________________________
 DV0219  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0219
 DV0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0219
 DV0219.The horizontal coordinates were scaled from a topographic map and have
 DV0219.an estimated accuracy of +/- 6 seconds.
 DV0219
 DV0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0219.The vertical order pertains to the NGVD 29 superseded value.
 DV0219
 DV0219.The geoid height was determined by GEOID03.
 DV0219
 DV0219;                    North         East    Units  Estimated Accuracy
 DV0219;SPC AZ C     -   275,960.      193,850.      MT  (+/- 180 meters Scaled)
 DV0219
 DV0219                          SUPERSEDED SURVEY CONTROL
 DV0219
 DV0219  NGVD 29 (??/??/92)  338.894  (m)         1111.85   (f) ADJ UNCH    2 0
 DV0219
 DV0219.Superseded values are not recommended for survey control.
 DV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0219.See file dsdata.txt to determine how the superseded data were derived.
 DV0219
 DV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953060(NAD 83)
 DV0219_MARKER: DD = SURVEY DISK
 DV0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0219_SP_SET: ABUTMENT
 DV0219_STAMPING: 1112.49 156+1 1937
 DV0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0219
 DV0219  HISTORY     - Date     Condition        Report By
 DV0219  HISTORY     - 1937     MONUMENTED       AZHD
 DV0219  HISTORY     - 1959     GOOD             NGS
 DV0219
 DV0219                          STATION DESCRIPTION
 DV0219
 DV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0219'IN PHOENIX.
 DV0219'5.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0219'FROM THE UNION STATION AT PHOENIX, MARICOPA COUNTY, 4.6 MILES
 DV0219'SOUTHEAST OF THE STATION AT GLENDALE, 0.2 MILE NORTHWEST OF MILEPOST
 DV0219'189, 1.1 MILES SOUTHEAST OF THE ALHAMBRA SCHOOL, ACROSS A FOUR-LANE
 DV0219'HIGHWAY FROM RAILWAY BRIDGE E 189, 17 FEET NORTHEAST OF THE NORTHEAST
 DV0219'EDGE OF THE HIGHWAY, AT A HIGHWAY BRIDGE OVER AN IRRIGATION CANAL, IN
 DV0219'THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, AND 0.9 FOOT WEST OF THE
 DV0219'EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0785 ***********************************************************************
 DW0785  DESIGNATION -  1113.86
 DW0785  PID         -  DW0785
 DW0785  STATE/COUNTY-  AZ/LA PAZ
 DW0785  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0785
 DW0785                         *CURRENT SURVEY CONTROL
 DW0785  ___________________________________________________________________
 DW0785* NAD 83(1986)-  33 38 51.     (N)    114 21 06.     (W)     SCALED    
 DW0785* NAVD 88     -       340.24   (+/-2cm)    1116.3    (feet)  VERTCON   
 DW0785  ___________________________________________________________________
 DW0785  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DW0785
 DW0785  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0785
 DW0785.The horizontal coordinates were scaled from a topographic map and have
 DW0785.an estimated accuracy of +/- 6 seconds.
 DW0785
 DW0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0785.The vertical order pertains to the NGVD 29 superseded value.
 DW0785
 DW0785.The geoid height was determined by GEOID03.
 DW0785
 DW0785;                    North         East    Units  Estimated Accuracy
 DW0785;SPC AZ W     -   293,730.      157,550.      MT  (+/- 180 meters Scaled)
 DW0785
 DW0785                          SUPERSEDED SURVEY CONTROL
 DW0785
 DW0785  NGVD 29 (??/??/??)  339.531  (m)         1113.94   (f) ADJUSTED    1 2
 DW0785
 DW0785.Superseded values are not recommended for survey control.
 DW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0785.See file dsdata.txt to determine how the superseded data were derived.
 DW0785
 DW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT456262(NAD 83)
 DW0785_MARKER: DD = SURVEY DISK
 DW0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0785_SP_SET: HEADWALL
 DW0785_STAMPING: 1113.86 614+72
 DW0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0785
 DW0785  HISTORY     - Date     Condition        Report By
 DW0785  HISTORY     - UNK      MONUMENTED       AZHD
 DW0785  HISTORY     - 1934     GOOD             NGS
 DW0785  HISTORY     - 1970     MARK NOT FOUND   USGS
 DW0785  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0785
 DW0785                          STATION DESCRIPTION
 DW0785
 DW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0785'7.1 MI W FROM QUARTZSIZE.
 DW0785'7.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0785'COUNTY, AT STATION 614+72, AT A SMALL CONCRETE CULVERT, AND IN
 DW0785'THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DW0785'DEPARTMENT STANDARD DISK, STAMPED 1113.86 614+72.
 DW0785
 DW0785                          STATION RECOVERY (1970)
 DW0785
 DW0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DW0785'MARK NOT FOUND.
 DW0785
 DW0785                          STATION RECOVERY (1981)
 DW0785
 DW0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0785'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY INTERSTATE HIGHWAY 10
 DW0785'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0224 ***********************************************************************
 DV0224  DESIGNATION -  1116.94
 DV0224  PID         -  DV0224
 DV0224  STATE/COUNTY-  AZ/MARICOPA
 DV0224  USGS QUAD   -  FOWLER (1982)
 DV0224
 DV0224                         *CURRENT SURVEY CONTROL
 DV0224  ___________________________________________________________________
 DV0224* NAD 83(1986)-  33 29 41.     (N)    112 08 03.     (W)     SCALED    
 DV0224* NAVD 88     -       340.92   (+/-2cm)    1118.5    (feet)  VERTCON   
 DV0224  ___________________________________________________________________
 DV0224  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0224
 DV0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0224
 DV0224.The horizontal coordinates were scaled from a topographic map and have
 DV0224.an estimated accuracy of +/- 6 seconds.
 DV0224
 DV0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0224.The vertical order pertains to the NGVD 29 superseded value.
 DV0224
 DV0224.The geoid height was determined by GEOID03.
 DV0224
 DV0224;                    North         East    Units  Estimated Accuracy
 DV0224;SPC AZ C     -   276,640.      193,150.      MT  (+/- 180 meters Scaled)
 DV0224
 DV0224                          SUPERSEDED SURVEY CONTROL
 DV0224
 DV0224  NGVD 29 (??/??/92)  340.320  (m)         1116.53   (f) ADJ UNCH    2 0
 DV0224
 DV0224.Superseded values are not recommended for survey control.
 DV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0224.See file dsdata.txt to determine how the superseded data were derived.
 DV0224
 DV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946067(NAD 83)
 DV0224_MARKER: DD = SURVEY DISK
 DV0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0224_SP_SET: HEADWALL
 DV0224_STAMPING: 1116.94 185+50 1937
 DV0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0224
 DV0224  HISTORY     - Date     Condition        Report By
 DV0224  HISTORY     - 1937     MONUMENTED       AZHD
 DV0224  HISTORY     - 1949     GOOD             NGS
 DV0224  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0224
 DV0224                          STATION DESCRIPTION
 DV0224
 DV0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0224'5.6 MI NW FROM PHOENIX.
 DV0224'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0224'FROM THE UNION STATION AT PHOENIX, ABOUT 90 YARDS NORTH OF CULVERT B
 DV0224'189, AT THE JUNCTION OF W. INDIAN SCHOOL ROAD AND U.S. HIGHWAY
 DV0224'60-70-89, AT ALHAMBRA, AT A CULVERT UNDER U.S. HIGHWAY 60-70-89, 39
 DV0224'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 DV0224'CENTER LINE OF THE INDIAN SCHOOL ROAD, AND ABOUT 1 FOOT ABOVE THE
 DV0224'SURFACE OF THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 DV0224'CONCRETE HEAD WALL.
 DV0224
 DV0224                          STATION RECOVERY (2006)
 DV0224
 DV0224'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0300 ***********************************************************************
 FS0300  DESIGNATION -  1117+00
 FS0300  PID         -  FS0300
 FS0300  STATE/COUNTY-  AZ/MOHAVE
 FS0300  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0300
 FS0300                         *CURRENT SURVEY CONTROL
 FS0300  ___________________________________________________________________
 FS0300* NAD 83(1986)-  35 37 54.     (N)    114 25 37.     (W)     SCALED    
 FS0300* NAVD 88     -       801.636  (meters)    2630.03   (feet)  POSTED    
 FS0300  ___________________________________________________________________
 FS0300  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0300  DYNAMIC HT  -         800.750 (meters)    2627.13  (feet)  COMP
 FS0300  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 FS0300
 FS0300  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0300
 FS0300.The horizontal coordinates were scaled from a topographic map and have
 FS0300.an estimated accuracy of +/- 6 seconds.
 FS0300
 FS0300.The orthometric height was determined by differential leveling
 FS0300.and adjusted by the National Geodetic Survey in 1992..
 FS0300.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0300.rate of 3.1 thru 4.0 mm/km.
 FS0300
 FS0300.The geoid height was determined by GEOID03.
 FS0300
 FS0300.The dynamic height is computed by dividing the NAVD 88
 FS0300.geopotential number by the normal gravity value computed on the
 FS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0300.degrees latitude (g = 980.6199 gals.).
 FS0300
 FS0300.The modeled gravity was interpolated from observed gravity values.
 FS0300
 FS0300;                    North         East    Units  Estimated Accuracy
 FS0300;SPC AZ W     -   513,880.      152,050.      MT  (+/- 180 meters Scaled)
 FS0300
 FS0300                          SUPERSEDED SURVEY CONTROL
 FS0300
 FS0300  NGVD 29 (??/??/92)  800.917  (m)         2627.68   (f) ADJ UNCH    1 1
 FS0300
 FS0300.Superseded values are not recommended for survey control.
 FS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0300.See file dsdata.txt to determine how the superseded data were derived.
 FS0300
 FS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV330461(NAD 83)
 FS0300_MARKER: DD = SURVEY DISK
 FS0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0300_SP_SET: CULVERT
 FS0300_STAMPING: 1117+00 2628.69 1936
 FS0300_MARK LOGO: AZHD  
 FS0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0300
 FS0300  HISTORY     - Date     Condition        Report By
 FS0300  HISTORY     - 1936     MONUMENTED       AZHD
 FS0300  HISTORY     - 1949     GOOD             NGS
 FS0300  HISTORY     - 1982     GOOD             NGS
 FS0300
 FS0300                          STATION DESCRIPTION
 FS0300
 FS0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0300'18.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0300'18.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0300'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 106 FEET NORTH OF
 FS0300'MILEPOST 34, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0300'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.7
 FS0300'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0300'FOOT HIGHER THAN THE HIGHWAY.
 FS0300
 FS0300                          STATION RECOVERY (1982)
 FS0300
 FS0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0300'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1054 ***********************************************************************
 DA1054  DESIGNATION -  1118.45
 DA1054  PID         -  DA1054
 DA1054  STATE/COUNTY-  AZ/YUMA
 DA1054  USGS QUAD   -  TACNA (1982)
 DA1054
 DA1054                         *CURRENT SURVEY CONTROL
 DA1054  ___________________________________________________________________
 DA1054* NAD 83(1986)-  32 41 45.     (N)    113 57 28.     (W)     SCALED    
 DA1054* NAVD 88     -       106.452  (meters)     349.25   (feet)  ADJUSTED  
 DA1054  ___________________________________________________________________
 DA1054  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1054  DYNAMIC HT  -         106.329 (meters)     348.85  (feet)  COMP
 DA1054  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 DA1054
 DA1054  VERT ORDER  -  FIRST     CLASS II
 DA1054
 DA1054.The horizontal coordinates were scaled from a topographic map and have
 DA1054.an estimated accuracy of +/- 6 seconds.
 DA1054
 DA1054.The orthometric height was determined by differential leveling
 DA1054.and adjusted by the National Geodetic Survey in June 1991..
 DA1054
 DA1054.The geoid height was determined by GEOID03.
 DA1054
 DA1054.The dynamic height is computed by dividing the NAVD 88
 DA1054.geopotential number by the normal gravity value computed on the
 DA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1054.degrees latitude (g = 980.6199 gals.).
 DA1054
 DA1054.The modeled gravity was interpolated from observed gravity values.
 DA1054
 DA1054;                    North         East    Units  Estimated Accuracy
 DA1054;SPC AZ W     -   188,050.      193,880.      MT  (+/- 180 meters Scaled)
 DA1054
 DA1054                          SUPERSEDED SURVEY CONTROL
 DA1054
 DA1054.No superseded survey control is available for this station.
 DA1054
 DA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB227214(NAD 83)
 DA1054_MARKER: DD = SURVEY DISK
 DA1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1054_SP_SET: BRIDGE
 DA1054_STAMPING: 347.48 1118.45 1941
 DA1054_MARK LOGO: AZHD  
 DA1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1054
 DA1054  HISTORY     - Date     Condition        Report By
 DA1054  HISTORY     - 1941     MONUMENTED       AZHD
 DA1054  HISTORY     - 1952     GOOD             NGS
 DA1054  HISTORY     - 1981     GOOD             NGS
 DA1054  HISTORY     - 1981     GOOD             NGS
 DA1054
 DA1054                          STATION DESCRIPTION
 DA1054
 DA1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1054'10.3 MI E FROM WELLTON.
 DA1054'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA1054'TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH GUARD RAIL OF A
 DA1054'HIGHWAY BRIDGE OVER A WASH, 0.3 MILE WEST OF RALPHS MILL AND POST
 DA1054'OFFICE BUILDING, 150 FEET NORTH OF RAILROAD BRIDGE NO. 780.60, 17.5
 DA1054'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.8 FOOT ABOVE THE
 DA1054'HIGHWAY.  NOTE-- AT THE WEST LIMITS OF TACNA (FORMERLY KNOWN AS RALPHS
 DA1054'HILL).  IN THE CENTER OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE, 0.1
 DA1054'MILE WEST FROM THE POST OFFICE AT TACNA.
 DA1054
 DA1054                          STATION RECOVERY (1981)
 DA1054
 DA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1054'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1054'POST OFFICE IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 DA1054'OF A SMALL HIGHWAY BRIDGE, 39.9 M (131 FT) SOUTHWEST OF THE EXTENDED
 DA1054'CENTERLINE OF 2ND AVENUE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1054'OF THE HIGHWAY, 2.1 M (6.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 DA1054'THE HEADWALL, 2.1 M (6.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1054'HEADWALL.
 DA1054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1054
 DA1054                          STATION RECOVERY (1981)
 DA1054
 DA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1054'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1054'POST OFFICE IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 DA1054'OF A SMALL HIGHWAY BRIDGE, 39.9 M (131 FT) SOUTHWEST OF THE EXTENDED
 DA1054'CENTERLINE OF 2ND AVENUE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1054'OF THE HIGHWAY, 2.1 M (6.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 DA1054'THE HEADWALL, 2.1 M (6.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1054'HEADWALL.
 DA1054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0604 ***********************************************************************
 ER0604  DESIGNATION -  112 BKC
 ER0604  PID         -  ER0604
 ER0604  STATE/COUNTY-  AZ/APACHE
 ER0604  USGS QUAD   -  MESA PARADA NW (1984)
 ER0604
 ER0604                         *CURRENT SURVEY CONTROL
 ER0604  ___________________________________________________________________
 ER0604* NAD 83(1986)-  34 26 38.     (N)    109 08 47.     (W)     SCALED    
 ER0604* NAVD 88     -      2039.663  (meters)    6691.79   (feet)  ADJUSTED  
 ER0604  ___________________________________________________________________
 ER0604  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0604  DYNAMIC HT  -        2036.605 (meters)    6681.76  (feet)  COMP
 ER0604  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 ER0604
 ER0604  VERT ORDER  -  SECOND    CLASS 0
 ER0604
 ER0604.The horizontal coordinates were scaled from a topographic map and have
 ER0604.an estimated accuracy of +/- 6 seconds.
 ER0604
 ER0604.The orthometric height was determined by differential leveling
 ER0604.and adjusted by the National Geodetic Survey in June 1991..
 ER0604
 ER0604.The geoid height was determined by GEOID03.
 ER0604
 ER0604.The dynamic height is computed by dividing the NAVD 88
 ER0604.geopotential number by the normal gravity value computed on the
 ER0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0604.degrees latitude (g = 980.6199 gals.).
 ER0604
 ER0604.The modeled gravity was interpolated from observed gravity values.
 ER0604
 ER0604;                    North         East    Units  Estimated Accuracy
 ER0604;SPC AZ E     -   382,360.      307,120.      MT  (+/- 180 meters Scaled)
 ER0604
 ER0604                          SUPERSEDED SURVEY CONTROL
 ER0604
 ER0604.No superseded survey control is available for this station.
 ER0604
 ER0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD702129(NAD 83)
 ER0604_MARKER: DB = BENCH MARK DISK
 ER0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0604_SP_SET: COPPER-CLAD STEEL ROD
 ER0604_STAMPING: 112 BKC 1968 6689
 ER0604_MARK LOGO: USGS  
 ER0604_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0604+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0604
 ER0604  HISTORY     - Date     Condition        Report By
 ER0604  HISTORY     - 1968     MONUMENTED       USGS
 ER0604
 ER0604                          STATION DESCRIPTION
 ER0604
 ER0604'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0604'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0604'ALONG U S HIGHWAY 666, THENCE 13.5 MILES EAST ALONG A GRAVEL ROAD, TO
 ER0604'A T-ROAD SOUTH TO AN FAA VORTAC, 81 FEET SOUTH AND 136 FEET EAST OF
 ER0604'THE ROAD INTERSECTION, 4.5 FEET NORTHWEST OF A WITNESS POST, SET ON A
 ER0604'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0575 ***********************************************************************
 ER0575  DESIGNATION -  112 DOR
 ER0575  PID         -  ER0575
 ER0575  STATE/COUNTY-  AZ/APACHE
 ER0575  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0575
 ER0575                         *CURRENT SURVEY CONTROL
 ER0575  ___________________________________________________________________
 ER0575* NAD 83(1986)-  34 41 16.     (N)    109 29 42.     (W)     SCALED    
 ER0575* NAVD 88     -      1739.554  (meters)    5707.19   (feet)  ADJUSTED  
 ER0575  ___________________________________________________________________
 ER0575  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0575  DYNAMIC HT  -        1737.081 (meters)    5699.07  (feet)  COMP
 ER0575  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 ER0575
 ER0575  VERT ORDER  -  SECOND    CLASS II
 ER0575
 ER0575.The horizontal coordinates were scaled from a topographic map and have
 ER0575.an estimated accuracy of +/- 6 seconds.
 ER0575
 ER0575.The orthometric height was determined by differential leveling
 ER0575.and adjusted by the National Geodetic Survey in June 1991..
 ER0575
 ER0575.The geoid height was determined by GEOID03.
 ER0575
 ER0575.The dynamic height is computed by dividing the NAVD 88
 ER0575.geopotential number by the normal gravity value computed on the
 ER0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0575.degrees latitude (g = 980.6199 gals.).
 ER0575
 ER0575.The modeled gravity was interpolated from observed gravity values.
 ER0575
 ER0575;                    North         East    Units  Estimated Accuracy
 ER0575;SPC AZ E     -   409,150.      274,900.      MT  (+/- 180 meters Scaled)
 ER0575
 ER0575                          SUPERSEDED SURVEY CONTROL
 ER0575
 ER0575.No superseded survey control is available for this station.
 ER0575
 ER0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD378394(NAD 83)
 ER0575_MARKER: DB = BENCH MARK DISK
 ER0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0575_SP_SET: CONCRETE POST
 ER0575_STAMPING: 112 DOR 1972 5704
 ER0575_MARK LOGO: USGS  
 ER0575_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0575+STABILITY: SURFACE MOTION
 ER0575
 ER0575  HISTORY     - Date     Condition        Report By
 ER0575  HISTORY     - 1972     MONUMENTED       USGS
 ER0575
 ER0575                          STATION DESCRIPTION
 ER0575
 ER0575'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0575'32.5 KM (20.20 MI) NNW FROM ST JOHNS.
 ER0575'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0575'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST TO A T-ROAD
 ER0575'NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TOWARD NAVAJO TO A
 ER0575'T-ROAD EAST, 200 FEET NORTHEAST OF THE T-ROAD JUNCTION, 67 FEET ESE
 ER0575'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0459 ***********************************************************************
 GQ0459  DESIGNATION -  112 DOR
 GQ0459  PID         -  GQ0459
 GQ0459  STATE/COUNTY-  AZ/MOHAVE
 GQ0459  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0459
 GQ0459                         *CURRENT SURVEY CONTROL
 GQ0459  ___________________________________________________________________
 GQ0459* NAD 83(1986)-  36 41 00.     (N)    113 27 20.     (W)     SCALED    
 GQ0459* NAVD 88     -      1532.849  (meters)    5029.02   (feet)  POSTED    
 GQ0459  ___________________________________________________________________
 GQ0459  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 GQ0459  DYNAMIC HT  -        1531.090 (meters)    5023.25  (feet)  COMP
 GQ0459  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GQ0459
 GQ0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0459
 GQ0459.The horizontal coordinates were scaled from a topographic map and have
 GQ0459.an estimated accuracy of +/- 6 seconds.
 GQ0459
 GQ0459.The orthometric height was determined by differential leveling
 GQ0459.and adjusted by the National Geodetic Survey in 1992..
 GQ0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0459.rate of 0.0 thru 1.0 mm/km.
 GQ0459
 GQ0459.The geoid height was determined by GEOID03.
 GQ0459
 GQ0459.The dynamic height is computed by dividing the NAVD 88
 GQ0459.geopotential number by the normal gravity value computed on the
 GQ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0459.degrees latitude (g = 980.6199 gals.).
 GQ0459
 GQ0459.The modeled gravity was interpolated from observed gravity values.
 GQ0459
 GQ0459;                    North         East    Units  Estimated Accuracy
 GQ0459;SPC AZ W     -   630,390.      239,680.      MT  (+/- 180 meters Scaled)
 GQ0459
 GQ0459                          SUPERSEDED SURVEY CONTROL
 GQ0459
 GQ0459.No superseded survey control is available for this station.
 GQ0459
 GQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF805625(NAD 83)
 GQ0459_MARKER: DB = BENCH MARK DISK
 GQ0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0459_SP_SET: COPPER-CLAD STEEL ROD
 GQ0459_STAMPING: 112 DOR 1970 5026
 GQ0459_MARK LOGO: USGS  
 GQ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0459
 GQ0459  HISTORY     - Date     Condition        Report By
 GQ0459  HISTORY     - 1970     MONUMENTED       USGS
 GQ0459
 GQ0459                          STATION DESCRIPTION
 GQ0459
 GQ0459'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0459'56.8 KM (35.30 MI) SSE FROM ST GEORGE UT.
 GQ0459'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0459'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0459'ROAD TO THE ARIZONA STATE LINE, CONTINUE 28.6 MILES SOUTH ALONG MT.
 GQ0459'TRUMBULL ROAD TO THE TOP OF A RISE, 0.5 MILES SOUTH OF NAVAJO TRAIL
 GQ0459'ROAD EAST, 0.3 MILES NORTH OF A DUTCHMAN TANK SIGN, 64 FEET EAST OF
 GQ0459'THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0459'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0459'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0680 ***********************************************************************
 GP0680  DESIGNATION -  112 DOR
 GP0680  PID         -  GP0680
 GP0680  STATE/COUNTY-  AZ/COCONINO
 GP0680  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0680
 GP0680                         *CURRENT SURVEY CONTROL
 GP0680  ___________________________________________________________________
 GP0680* NAD 83(1986)-  36 38 12.     (N)    110 46 17.     (W)     SCALED    
 GP0680* NAVD 88     -      2025.403  (meters)    6645.01   (feet)  ADJUSTED  
 GP0680  ___________________________________________________________________
 GP0680  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GP0680  DYNAMIC HT  -        2022.837 (meters)    6636.59  (feet)  COMP
 GP0680  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 GP0680
 GP0680  VERT ORDER  -  SECOND    CLASS 0
 GP0680
 GP0680.The horizontal coordinates were scaled from a topographic map and have
 GP0680.an estimated accuracy of +/- 6 seconds.
 GP0680
 GP0680.The orthometric height was determined by differential leveling
 GP0680.and adjusted by the National Geodetic Survey in June 1991..
 GP0680
 GP0680.The geoid height was determined by GEOID03.
 GP0680
 GP0680.The dynamic height is computed by dividing the NAVD 88
 GP0680.geopotential number by the normal gravity value computed on the
 GP0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0680.degrees latitude (g = 980.6199 gals.).
 GP0680
 GP0680.The modeled gravity was interpolated from observed gravity values.
 GP0680
 GP0680;                    North         East    Units  Estimated Accuracy
 GP0680;SPC AZ C     -   625,760.      315,780.      MT  (+/- 180 meters Scaled)
 GP0680
 GP0680                          SUPERSEDED SURVEY CONTROL
 GP0680
 GP0680.No superseded survey control is available for this station.
 GP0680
 GP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF204545(NAD 83)
 GP0680_MARKER: DB = BENCH MARK DISK
 GP0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0680_SP_SET: COPPER-CLAD STEEL ROD
 GP0680_STAMPING: 112 DOR 1969 6642
 GP0680_MARK LOGO: USGS  
 GP0680_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0680+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0680
 GP0680  HISTORY     - Date     Condition        Report By
 GP0680  HISTORY     - 1969     MONUMENTED       USGS
 GP0680
 GP0680                          STATION DESCRIPTION
 GP0680
 GP0680'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0680'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0680'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0680'NORTH, THENCE 19.4 MILES NORTH AND NORTHEAST, 125 FEET WEST OF THE
 GP0680'NORTHEAST END OF A BLADED DRAIN END, 100 FEET SOUTHEAST OF A POWER
 GP0680'LINE, 50 FEET NORTHWEST AND 3 FEET HIGHER THAN THE ROAD, 10 FEET
 GP0680'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS, SET ON
 GP0680'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0632 ***********************************************************************
 CZ0632  DESIGNATION -  1125
 CZ0632  PID         -  CZ0632
 CZ0632  STATE/COUNTY-  AZ/PIMA
 CZ0632  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0632
 CZ0632                         *CURRENT SURVEY CONTROL
 CZ0632  ___________________________________________________________________
 CZ0632* NAD 83(1986)-  32 25 19.     (N)    111 18 16.     (W)     SCALED    
 CZ0632* NAVD 88     -       597.79   (+/-2cm)    1961.2    (feet)  VERTCON   
 CZ0632  ___________________________________________________________________
 CZ0632  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0632
 CZ0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0632
 CZ0632.The horizontal coordinates were scaled from a topographic map and have
 CZ0632.an estimated accuracy of +/- 6 seconds.
 CZ0632
 CZ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0632.The vertical order pertains to the NGVD 29 superseded value.
 CZ0632
 CZ0632.The geoid height was determined by GEOID03.
 CZ0632
 CZ0632;                    North         East    Units  Estimated Accuracy
 CZ0632;SPC AZ C     -   157,820.      270,940.      MT  (+/- 180 meters Scaled)
 CZ0632
 CZ0632                          SUPERSEDED SURVEY CONTROL
 CZ0632
 CZ0632  NGVD 29 (??/??/92)  597.238  (m)         1959.44   (f) ADJ UNCH    2 0
 CZ0632
 CZ0632.Superseded values are not recommended for survey control.
 CZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0632.See file dsdata.txt to determine how the superseded data were derived.
 CZ0632
 CZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713872(NAD 83)
 CZ0632_MARKER: P = PIPE CAP
 CZ0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0632_STAMPING: 1125 1911
 CZ0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0632
 CZ0632  HISTORY     - Date     Condition        Report By
 CZ0632  HISTORY     - 1911     MONUMENTED       USGLO
 CZ0632  HISTORY     - 1951     GOOD             NGS
 CZ0632
 CZ0632                          STATION DESCRIPTION
 CZ0632
 CZ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0632'12.7 MI W FROM RILLITO.
 CZ0632'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0632'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0632'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0632'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0632'TRICO ELECTRIC POWER PLANT, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD,
 CZ0632'AT A CATTLE GUARD AND A T JUNCTION OF THE MAIN ROAD LEADING WEST AND
 CZ0632'WHERE A POWER LINE CROSSES THE ROAD, 39.1 FEET SOUTHEAST OF THE (USC
 CZ0632'AND GS RM G 294), 30.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CZ0632'CATTLE GUARD, 25 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 3
 CZ0632'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD GOING AROUND THE WEST
 CZ0632'SIDE OF THE CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD ON THE WEST
 CZ0632'SIDE OF THE CATTLE GUARD, A BRONZE CAP RIVITED ON THE TOP OF A 2 INCH
 CZ0632'IRON PIPE AND FLUSH WITH THE GROUND.  NOTE-- THIS MARK WAS RUN OVER BY
 CZ0632'CARS AND THE ABOVE STAMPING WAS ALL THAT COULD BE MADE OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1159 ***********************************************************************
 DV1159  DESIGNATION -  1127.94
 DV1159  PID         -  DV1159
 DV1159  STATE/COUNTY-  AZ/LA PAZ
 DV1159  USGS QUAD   -  VICKSBURG (1990)
 DV1159
 DV1159                         *CURRENT SURVEY CONTROL
 DV1159  ___________________________________________________________________
 DV1159* NAD 83(1986)-  33 42 15.     (N)    113 50 11.     (W)     SCALED    
 DV1159* NAVD 88     -       344.75   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1159  ___________________________________________________________________
 DV1159  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1159
 DV1159  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1159
 DV1159.The horizontal coordinates were scaled from a topographic map and have
 DV1159.an estimated accuracy of +/- 6 seconds.
 DV1159
 DV1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1159.The vertical order pertains to the NGVD 29 superseded value.
 DV1159
 DV1159.The geoid height was determined by GEOID03.
 DV1159
 DV1159;                    North         East    Units  Estimated Accuracy
 DV1159;SPC AZ W     -   299,860.      205,350.      MT  (+/- 180 meters Scaled)
 DV1159
 DV1159                          SUPERSEDED SURVEY CONTROL
 DV1159
 DV1159  NGVD 29 (??/??/92)  344.093  (m)         1128.91   (f) ADJ UNCH    1 2
 DV1159
 DV1159.Superseded values are not recommended for survey control.
 DV1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1159.See file dsdata.txt to determine how the superseded data were derived.
 DV1159
 DV1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC371329(NAD 83)
 DV1159_MARKER: DD = SURVEY DISK
 DV1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1159_SP_SET: BRIDGE
 DV1159_STAMPING: 1127.94 2248+97.5
 DV1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1159
 DV1159  HISTORY     - Date     Condition        Report By
 DV1159  HISTORY     - UNK      MONUMENTED       AZHD
 DV1159  HISTORY     - 1934     GOOD             NGS
 DV1159  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1159
 DV1159                          STATION DESCRIPTION
 DV1159
 DV1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1159'14.6 MI W FROM SALOME.
 DV1159'14.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.8
 DV1159'MILE WEST OF THE RILEY SERVICE STATION, AT STATION 2248+97.5, AT A
 DV1159'CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.
 DV1159'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1127.94
 DV1159'2248+97.5.
 DV1159
 DV1159                          STATION RECOVERY (1981)
 DV1159
 DV1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1159'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1159'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1160 ***********************************************************************
 DV1160  DESIGNATION -  1127.97
 DV1160  PID         -  DV1160
 DV1160  STATE/COUNTY-  AZ/LA PAZ
 DV1160  USGS QUAD   -  VICKSBURG (1990)
 DV1160
 DV1160                         *CURRENT SURVEY CONTROL
 DV1160  ___________________________________________________________________
 DV1160* NAD 83(1986)-  33 42 24.     (N)    113 49 34.     (W)     SCALED    
 DV1160* NAVD 88     -       344.77   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1160  ___________________________________________________________________
 DV1160  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1160
 DV1160  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1160
 DV1160.The horizontal coordinates were scaled from a topographic map and have
 DV1160.an estimated accuracy of +/- 6 seconds.
 DV1160
 DV1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1160.The vertical order pertains to the NGVD 29 superseded value.
 DV1160
 DV1160.The geoid height was determined by GEOID03.
 DV1160
 DV1160;                    North         East    Units  Estimated Accuracy
 DV1160;SPC AZ W     -   300,130.      206,310.      MT  (+/- 180 meters Scaled)
 DV1160
 DV1160                          SUPERSEDED SURVEY CONTROL
 DV1160
 DV1160  NGVD 29 (??/??/92)  344.103  (m)         1128.94   (f) ADJ UNCH    1 2
 DV1160
 DV1160.Superseded values are not recommended for survey control.
 DV1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1160.See file dsdata.txt to determine how the superseded data were derived.
 DV1160
 DV1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC380332(NAD 83)
 DV1160_MARKER: DD = SURVEY DISK
 DV1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1160_SP_SET: BRIDGE
 DV1160_STAMPING: 1127.97 2281+07.5
 DV1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1160
 DV1160  HISTORY     - Date     Condition        Report By
 DV1160  HISTORY     - UNK      MONUMENTED       AZHD
 DV1160  HISTORY     - 1934     GOOD             NGS
 DV1160  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1160
 DV1160                          STATION DESCRIPTION
 DV1160
 DV1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1160'14.0 MI W FROM SALOME.
 DV1160'14.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.2
 DV1160'MILE WEST OF THE RILEY SERVICE STATION, AT STATION 2281+07.5, AT A
 DV1160'CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.
 DV1160'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1127.97
 DV1160'2281+07.5.
 DV1160
 DV1160                          STATION RECOVERY (1981)
 DV1160
 DV1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1160'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1160'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1158 ***********************************************************************
 DV1158  DESIGNATION -  1127.99
 DV1158  PID         -  DV1158
 DV1158  STATE/COUNTY-  AZ/LA PAZ
 DV1158  USGS QUAD   -  VICKSBURG (1990)
 DV1158
 DV1158                         *CURRENT SURVEY CONTROL
 DV1158  ___________________________________________________________________
 DV1158* NAD 83(1986)-  33 42 09.     (N)    113 50 42.     (W)     SCALED    
 DV1158* NAVD 88     -       344.77   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1158  ___________________________________________________________________
 DV1158  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1158
 DV1158  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1158
 DV1158.The horizontal coordinates were scaled from a topographic map and have
 DV1158.an estimated accuracy of +/- 6 seconds.
 DV1158
 DV1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1158.The vertical order pertains to the NGVD 29 superseded value.
 DV1158
 DV1158.The geoid height was determined by GEOID03.
 DV1158
 DV1158;                    North         East    Units  Estimated Accuracy
 DV1158;SPC AZ W     -   299,670.      204,550.      MT  (+/- 180 meters Scaled)
 DV1158
 DV1158                          SUPERSEDED SURVEY CONTROL
 DV1158
 DV1158  NGVD 29 (??/??/92)  344.105  (m)         1128.95   (f) ADJ UNCH    1 2
 DV1158
 DV1158.Superseded values are not recommended for survey control.
 DV1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1158.See file dsdata.txt to determine how the superseded data were derived.
 DV1158
 DV1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC363328(NAD 83)
 DV1158_MARKER: DD = SURVEY DISK
 DV1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1158_SP_SET: BRIDGE
 DV1158_STAMPING: 1127.99 2222+67.5
 DV1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1158
 DV1158  HISTORY     - Date     Condition        Report By
 DV1158  HISTORY     - UNK      MONUMENTED       AZHD
 DV1158  HISTORY     - 1934     GOOD             NGS
 DV1158  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1158
 DV1158                          STATION DESCRIPTION
 DV1158
 DV1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1158'15.1 MI W FROM SALOME.
 DV1158'15.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, AT
 DV1158'STATION 2222+67.5, AT A CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP
 DV1158'OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DV1158'STAMPED 1127.99 2222+67.5.
 DV1158
 DV1158                          STATION RECOVERY (1981)
 DV1158
 DV1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1158'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1158'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0605 ***********************************************************************
 ER0605  DESIGNATION -  113 BKC
 ER0605  PID         -  ER0605
 ER0605  STATE/COUNTY-  AZ/APACHE
 ER0605  USGS QUAD   -  MESA PARADA NW (1984)
 ER0605
 ER0605                         *CURRENT SURVEY CONTROL
 ER0605  ___________________________________________________________________
 ER0605* NAD 83(1986)-  34 26 59.     (N)    109 08 02.     (W)     SCALED    
 ER0605* NAVD 88     -      2015.590  (meters)    6612.81   (feet)  ADJUSTED  
 ER0605  ___________________________________________________________________
 ER0605  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0605  DYNAMIC HT  -        2012.567 (meters)    6602.90  (feet)  COMP
 ER0605  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 ER0605
 ER0605  VERT ORDER  -  SECOND    CLASS 0
 ER0605
 ER0605.The horizontal coordinates were scaled from a topographic map and have
 ER0605.an estimated accuracy of +/- 6 seconds.
 ER0605
 ER0605.The orthometric height was determined by differential leveling
 ER0605.and adjusted by the National Geodetic Survey in June 1991..
 ER0605
 ER0605.The geoid height was determined by GEOID03.
 ER0605
 ER0605.The dynamic height is computed by dividing the NAVD 88
 ER0605.geopotential number by the normal gravity value computed on the
 ER0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0605.degrees latitude (g = 980.6199 gals.).
 ER0605
 ER0605.The modeled gravity was interpolated from observed gravity values.
 ER0605
 ER0605;                    North         East    Units  Estimated Accuracy
 ER0605;SPC AZ E     -   383,020.      308,260.      MT  (+/- 180 meters Scaled)
 ER0605
 ER0605                          SUPERSEDED SURVEY CONTROL
 ER0605
 ER0605.No superseded survey control is available for this station.
 ER0605
 ER0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD714136(NAD 83)
 ER0605_MARKER: DB = BENCH MARK DISK
 ER0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ER0605_SP_SET: HEADWALL
 ER0605_STAMPING: 113 BKC 1968 6610
 ER0605_MARK LOGO: USGS  
 ER0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0605+STABILITY: SURFACE MOTION
 ER0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0605+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0605
 ER0605  HISTORY     - Date     Condition        Report By
 ER0605  HISTORY     - 1968     MONUMENTED       USGS
 ER0605
 ER0605                          STATION DESCRIPTION
 ER0605
 ER0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0605'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0605'ALONG U S HIGHWAY 666, THENCE 14.3 MILES EAST ALONG A GRAVEL ROAD, 10
 ER0605'FEET SOUTH OF THE ROAD, SET IN THE CONCRETE HEADWALL OF A CONCRETE
 ER0605'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0576 ***********************************************************************
 ER0576  DESIGNATION -  113 DOR
 ER0576  PID         -  ER0576
 ER0576  STATE/COUNTY-  AZ/APACHE
 ER0576  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0576
 ER0576                         *CURRENT SURVEY CONTROL
 ER0576  ___________________________________________________________________
 ER0576* NAD 83(1986)-  34 41 33.     (N)    109 28 30.     (W)     SCALED    
 ER0576* NAVD 88     -      1727.576  (meters)    5667.89   (feet)  ADJUSTED  
 ER0576  ___________________________________________________________________
 ER0576  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0576  DYNAMIC HT  -        1725.116 (meters)    5659.82  (feet)  COMP
 ER0576  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 ER0576
 ER0576  VERT ORDER  -  SECOND    CLASS II
 ER0576
 ER0576.The horizontal coordinates were scaled from a topographic map and have
 ER0576.an estimated accuracy of +/- 6 seconds.
 ER0576
 ER0576.The orthometric height was determined by differential leveling
 ER0576.and adjusted by the National Geodetic Survey in June 1991..
 ER0576
 ER0576.The geoid height was determined by GEOID03.
 ER0576
 ER0576.The dynamic height is computed by dividing the NAVD 88
 ER0576.geopotential number by the normal gravity value computed on the
 ER0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0576.degrees latitude (g = 980.6199 gals.).
 ER0576
 ER0576.The modeled gravity was interpolated from observed gravity values.
 ER0576
 ER0576;                    North         East    Units  Estimated Accuracy
 ER0576;SPC AZ E     -   409,680.      276,730.      MT  (+/- 180 meters Scaled)
 ER0576
 ER0576                          SUPERSEDED SURVEY CONTROL
 ER0576
 ER0576.No superseded survey control is available for this station.
 ER0576
 ER0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD396400(NAD 83)
 ER0576_MARKER: DB = BENCH MARK DISK
 ER0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0576_SP_SET: CONCRETE POST
 ER0576_STAMPING: 113 DOR 1972 5665
 ER0576_MARK LOGO: USGS  
 ER0576_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0576+STABILITY: SURFACE MOTION
 ER0576
 ER0576  HISTORY     - Date     Condition        Report By
 ER0576  HISTORY     - 1972     MONUMENTED       USGS
 ER0576
 ER0576                          STATION DESCRIPTION
 ER0576
 ER0576'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0576'34.4 KM (21.40 MI) NNW FROM ST JOHNS.
 ER0576'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0576'TO A Y-ROAD LEADING NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG
 ER0576'HIGHWAY 180 TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE
 ER0576'ROAD TO NAVAJO TO A T-ROAD EAST, THENCE 1.2 MILES EAST, 264 FEET
 ER0576'SOUTHWEST OF A HOUSE AND A WINDMILL, 170 FEET NNW OF THE ROAD, AND
 ER0576'1.0 FOOT SSE OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0460 ***********************************************************************
 GQ0460  DESIGNATION -  113 DOR
 GQ0460  PID         -  GQ0460
 GQ0460  STATE/COUNTY-  AZ/MOHAVE
 GQ0460  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0460
 GQ0460                         *CURRENT SURVEY CONTROL
 GQ0460  ___________________________________________________________________
 GQ0460* NAD 83(1986)-  36 40 12.     (N)    113 26 52.     (W)     SCALED    
 GQ0460* NAVD 88     -      1529.879  (meters)    5019.28   (feet)  POSTED    
 GQ0460  ___________________________________________________________________
 GQ0460  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 GQ0460  DYNAMIC HT  -        1528.120 (meters)    5013.51  (feet)  COMP
 GQ0460  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 GQ0460
 GQ0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0460
 GQ0460.The horizontal coordinates were scaled from a topographic map and have
 GQ0460.an estimated accuracy of +/- 6 seconds.
 GQ0460
 GQ0460.The orthometric height was determined by differential leveling
 GQ0460.and adjusted by the National Geodetic Survey in 1992..
 GQ0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0460.rate of 0.0 thru 1.0 mm/km.
 GQ0460
 GQ0460.The geoid height was determined by GEOID03.
 GQ0460
 GQ0460.The dynamic height is computed by dividing the NAVD 88
 GQ0460.geopotential number by the normal gravity value computed on the
 GQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0460.degrees latitude (g = 980.6199 gals.).
 GQ0460
 GQ0460.The modeled gravity was interpolated from observed gravity values.
 GQ0460
 GQ0460;                    North         East    Units  Estimated Accuracy
 GQ0460;SPC AZ W     -   628,920.      240,380.      MT  (+/- 180 meters Scaled)
 GQ0460
 GQ0460                          SUPERSEDED SURVEY CONTROL
 GQ0460
 GQ0460.No superseded survey control is available for this station.
 GQ0460
 GQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF812610(NAD 83)
 GQ0460_MARKER: DB = BENCH MARK DISK
 GQ0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0460_SP_SET: COPPER-CLAD STEEL ROD
 GQ0460_STAMPING: 113 DOR 1970 5016
 GQ0460_MARK LOGO: USGS  
 GQ0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0460
 GQ0460  HISTORY     - Date     Condition        Report By
 GQ0460  HISTORY     - 1970     MONUMENTED       USGS
 GQ0460
 GQ0460                          STATION DESCRIPTION
 GQ0460
 GQ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0460'58.4 KM (36.30 MI) SSE FROM ST GEORGE UT.
 GQ0460'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0460'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0460'ROAD TO THE ARIZONA STATE LINE, CONTINUE 29.6 MILES SOUTH ALONG MT.
 GQ0460'TRUMBULL ROAD, 0.3 MILES SOUTH OF A BLM BRASS CAP STAMPED NR T38N
 GQ0460'R11W S28 S26 1965, 50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0460'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0460'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0681 ***********************************************************************
 GP0681  DESIGNATION -  113 DOR
 GP0681  PID         -  GP0681
 GP0681  STATE/COUNTY-  AZ/COCONINO
 GP0681  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0681
 GP0681                         *CURRENT SURVEY CONTROL
 GP0681  ___________________________________________________________________
 GP0681* NAD 83(1986)-  36 39 02.     (N)    110 45 43.     (W)     SCALED    
 GP0681* NAVD 88     -      2048.231  (meters)    6719.90   (feet)  ADJUSTED  
 GP0681  ___________________________________________________________________
 GP0681  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GP0681  DYNAMIC HT  -        2045.627 (meters)    6711.36  (feet)  COMP
 GP0681  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 GP0681
 GP0681  VERT ORDER  -  SECOND    CLASS 0
 GP0681
 GP0681.The horizontal coordinates were scaled from a topographic map and have
 GP0681.an estimated accuracy of +/- 6 seconds.
 GP0681
 GP0681.The orthometric height was determined by differential leveling
 GP0681.and adjusted by the National Geodetic Survey in June 1991..
 GP0681
 GP0681.The geoid height was determined by GEOID03.
 GP0681
 GP0681.The dynamic height is computed by dividing the NAVD 88
 GP0681.geopotential number by the normal gravity value computed on the
 GP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0681.degrees latitude (g = 980.6199 gals.).
 GP0681
 GP0681.The modeled gravity was interpolated from observed gravity values.
 GP0681
 GP0681;                    North         East    Units  Estimated Accuracy
 GP0681;SPC AZ C     -   627,320.      316,600.      MT  (+/- 180 meters Scaled)
 GP0681
 GP0681                          SUPERSEDED SURVEY CONTROL
 GP0681
 GP0681.No superseded survey control is available for this station.
 GP0681
 GP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF212561(NAD 83)
 GP0681_MARKER: DB = BENCH MARK DISK
 GP0681_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0681+WITH SETTING: PAVEMENT
 GP0681_SP_SET: CONCRETE FLAGPOLE BASE
 GP0681_STAMPING: 113 DOR 1969 6717
 GP0681_MARK LOGO: USGS  
 GP0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0681+STABILITY: SURFACE MOTION
 GP0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0681+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0681
 GP0681  HISTORY     - Date     Condition        Report By
 GP0681  HISTORY     - 1969     MONUMENTED       USGS
 GP0681
 GP0681                          STATION DESCRIPTION
 GP0681
 GP0681'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0681'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0681'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0681'NORTH, THENCE 20.5 MILES NORTH AND NORTHEAST TO NAVAJO CHAPTER HOUSE
 GP0681'NUMBER 06088, 75 FEET WEST OF THE ROAD, JUST SOUTH OF THE CHAPTER
 GP0681'HOUSE, IN THE CENTER OF THE EAST EDGE OF A 4 X 4 FOOT CONCRETE
 GP0681'FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0229 ***********************************************************************
 DV0229  DESIGNATION -  1131.86
 DV0229  PID         -  DV0229
 DV0229  STATE/COUNTY-  AZ/MARICOPA
 DV0229  USGS QUAD   -  GLENDALE (1982)
 DV0229
 DV0229                         *CURRENT SURVEY CONTROL
 DV0229  ___________________________________________________________________
 DV0229* NAD 83(1986)-  33 30 07.     (N)    112 08 36.     (W)     SCALED    
 DV0229* NAVD 88     -       345.46   (+/-2cm)    1133.4    (feet)  VERTCON   
 DV0229  ___________________________________________________________________
 DV0229  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0229
 DV0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0229
 DV0229.The horizontal coordinates were scaled from a topographic map and have
 DV0229.an estimated accuracy of +/- 6 seconds.
 DV0229
 DV0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0229.The vertical order pertains to the NGVD 29 superseded value.
 DV0229
 DV0229.The geoid height was determined by GEOID03.
 DV0229
 DV0229;                    North         East    Units  Estimated Accuracy
 DV0229;SPC AZ C     -   277,440.      192,300.      MT  (+/- 180 meters Scaled)
 DV0229
 DV0229                          SUPERSEDED SURVEY CONTROL
 DV0229
 DV0229  NGVD 29 (??/??/92)  344.87   (m)         1131.5    (f) COMPUTED    2 0
 DV0229
 DV0229.Superseded values are not recommended for survey control.
 DV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0229.See file dsdata.txt to determine how the superseded data were derived.
 DV0229
 DV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC938075(NAD 83)
 DV0229_MARKER: DD = SURVEY DISK
 DV0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0229_SP_SET: CULVERT
 DV0229_STAMPING: 1131.86
 DV0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0229
 DV0229  HISTORY     - Date     Condition        Report By
 DV0229  HISTORY     - UNK      MONUMENTED       AZHD
 DV0229  HISTORY     - 1945     MARK NOT FOUND   NGS
 DV0229
 DV0229                          STATION DESCRIPTION
 DV0229
 DV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0229'2.7 MI SE FROM GLENDALE.
 DV0229'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0229'FROM THE STATION AT GLENDALE, MARICOPA COUNTY, ON U.S. HIGHWAY
 DV0229'60-70-89, 190 FEET EAST OF THE TRACK, AT A HIGHWAY CULVERT, IN THE TOP
 DV0229'OF THE EAST HEADWALL, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DV0229'36 FEET NORTH OF A FENCE CORNER, AND 8 FEET EAST OF A SPEED SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0810 ***********************************************************************
 DU0810  DESIGNATION -  1133
 DU0810  PID         -  DU0810
 DU0810  STATE/COUNTY-  AZ/MARICOPA
 DU0810  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0810
 DU0810                         *CURRENT SURVEY CONTROL
 DU0810  ___________________________________________________________________
 DU0810* NAD 83(1986)-  33 12 37.     (N)    111 59 29.     (W)     SCALED    
 DU0810* NAVD 88     -       345.82   (+/-2cm)    1134.6    (feet)  VERTCON   
 DU0810  ___________________________________________________________________
 DU0810  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU0810
 DU0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0810
 DU0810.The horizontal coordinates were scaled from a topographic map and have
 DU0810.an estimated accuracy of +/- 6 seconds.
 DU0810
 DU0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0810.The vertical order pertains to the NGVD 29 superseded value.
 DU0810
 DU0810.The geoid height was determined by GEOID03.
 DU0810
 DU0810;                    North         East    Units  Estimated Accuracy
 DU0810;SPC AZ C     -   245,070.      206,390.      MT  (+/- 180 meters Scaled)
 DU0810
 DU0810                          SUPERSEDED SURVEY CONTROL
 DU0810
 DU0810  NGVD 29 (??/??/92)  345.297  (m)         1132.86   (f) ADJ UNCH    2 0
 DU0810
 DU0810.Superseded values are not recommended for survey control.
 DU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0810.See file dsdata.txt to determine how the superseded data were derived.
 DU0810
 DU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB076750(NAD 83)
 DU0810_MARKER: P = PIPE CAP
 DU0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0810_STAMPING: 1133 PHNX
 DU0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0810
 DU0810  HISTORY     - Date     Condition        Report By
 DU0810  HISTORY     - UNK      MONUMENTED       USGS
 DU0810  HISTORY     - 1948     GOOD             NGS
 DU0810
 DU0810                          STATION DESCRIPTION
 DU0810
 DU0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0810'11.3 MI N FROM MARICOPA.
 DU0810'NEW DESCRIPTION.  11.3 MILE NORTH ALONG THE OLD RAILROAD BED FROM THE
 DU0810'POST OFFICE AT MARICOPA, 33.1 FEET WEST OF THE CENTER LINE OF THE OLD
 DU0810'RAILROAD BED, 4.4 FEET SOUTHWEST OF A SQUARE TELEPHONE POLE, 1.5 FEET
 DU0810'BELOW THE LEVEL OF THE ROAD, 1.9 FEET NORTH OF A WHITE WOODEN WITNESS
 DU0810'POST, A STANDARD U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE TOP OF A 3
 DU0810'1/2 INCH PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0777 ***********************************************************************
 DW0777  DESIGNATION -  1134.38
 DW0777  PID         -  DW0777
 DW0777  STATE/COUNTY-  AZ/LA PAZ
 DW0777  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0777
 DW0777                         *CURRENT SURVEY CONTROL
 DW0777  ___________________________________________________________________
 DW0777* NAD 83(1986)-  33 38 36.     (N)    114 18 45.     (W)     SCALED    
 DW0777* NAVD 88     -       346.499  (meters)    1136.81   (feet)  ADJUSTED  
 DW0777  ___________________________________________________________________
 DW0777  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DW0777  DYNAMIC HT  -         346.110 (meters)    1135.53  (feet)  COMP
 DW0777  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 DW0777
 DW0777  VERT ORDER  -  FIRST     CLASS II
 DW0777
 DW0777.The horizontal coordinates were scaled from a topographic map and have
 DW0777.an estimated accuracy of +/- 6 seconds.
 DW0777
 DW0777.The orthometric height was determined by differential leveling
 DW0777.and adjusted by the National Geodetic Survey in June 1991..
 DW0777
 DW0777.The geoid height was determined by GEOID03.
 DW0777
 DW0777.The dynamic height is computed by dividing the NAVD 88
 DW0777.geopotential number by the normal gravity value computed on the
 DW0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0777.degrees latitude (g = 980.6199 gals.).
 DW0777
 DW0777.The modeled gravity was interpolated from observed gravity values.
 DW0777
 DW0777;                    North         East    Units  Estimated Accuracy
 DW0777;SPC AZ W     -   293,250.      161,180.      MT  (+/- 180 meters Scaled)
 DW0777
 DW0777                          SUPERSEDED SURVEY CONTROL
 DW0777
 DW0777  NGVD 29 (??/??/??)  345.802  (m)         1134.52   (f) ADJUSTED    1 2
 DW0777
 DW0777.Superseded values are not recommended for survey control.
 DW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0777.See file dsdata.txt to determine how the superseded data were derived.
 DW0777
 DW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT492258(NAD 83)
 DW0777_MARKER: DD = SURVEY DISK
 DW0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0777_SP_SET: HEADWALL
 DW0777_STAMPING: 1134.38 739+83.7
 DW0777_MARK LOGO: AZHD  
 DW0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0777
 DW0777  HISTORY     - Date     Condition        Report By
 DW0777  HISTORY     - UNK      MONUMENTED       AZHD
 DW0777  HISTORY     - 1934     GOOD             NGS
 DW0777  HISTORY     - 1981     GOOD             NGS
 DW0777
 DW0777                          STATION DESCRIPTION
 DW0777
 DW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0777'4.7 MI W FROM QUARTZSITE.
 DW0777'4.7 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0777'AT STATION 739+83.7, AT A CONCRETE CULVERT, AND IN THE CENTER
 DW0777'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0777'STANDARD DISK, STAMPED 1134.38 739+83.7.
 DW0777
 DW0777                          STATION RECOVERY (1981)
 DW0777
 DW0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0777'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0777'95 OVERPASS IN QUARTZSITE, THENCE 7.2 KM (4.5 MI) WEST ALONG OLD U.S.
 DW0777'HIGHWAY 60, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 10 X 5
 DW0777'FOOT BOX CULVERT UNDER THE HIGHWAY, 4.9 METERS (16.0 FT) SOUTH OF THE
 DW0777'CENTERLINE OF THE HIGHWAY.
 DW0777'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0228 ***********************************************************************
 DV0228  DESIGNATION -  1134.45
 DV0228  PID         -  DV0228
 DV0228  STATE/COUNTY-  AZ/MARICOPA
 DV0228  USGS QUAD   -  GLENDALE (1982)
 DV0228
 DV0228                         *CURRENT SURVEY CONTROL
 DV0228  ___________________________________________________________________
 DV0228* NAD 83(1986)-  33 30 19.     (N)    112 08 49.     (W)     SCALED    
 DV0228* NAVD 88     -       346.25   (+/-2cm)    1136.0    (feet)  VERTCON   
 DV0228  ___________________________________________________________________
 DV0228  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0228
 DV0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0228
 DV0228.The horizontal coordinates were scaled from a topographic map and have
 DV0228.an estimated accuracy of +/- 6 seconds.
 DV0228
 DV0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0228.The vertical order pertains to the NGVD 29 superseded value.
 DV0228
 DV0228.The geoid height was determined by GEOID03.
 DV0228
 DV0228;                    North         East    Units  Estimated Accuracy
 DV0228;SPC AZ C     -   277,810.      191,970.      MT  (+/- 180 meters Scaled)
 DV0228
 DV0228                          SUPERSEDED SURVEY CONTROL
 DV0228
 DV0228  NGVD 29 (??/??/92)  345.669  (m)         1134.08   (f) ADJ UNCH    2 0
 DV0228
 DV0228.Superseded values are not recommended for survey control.
 DV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0228.See file dsdata.txt to determine how the superseded data were derived.
 DV0228
 DV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC934078(NAD 83)
 DV0228_MARKER: DD = SURVEY DISK
 DV0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0228_SP_SET: HEADWALL
 DV0228_STAMPING: 1134.45 239+70 1937
 DV0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0228
 DV0228  HISTORY     - Date     Condition        Report By
 DV0228  HISTORY     - 1937     MONUMENTED       AZHD
 DV0228  HISTORY     - 1949     GOOD             NGS
 DV0228  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0228
 DV0228                          STATION DESCRIPTION
 DV0228
 DV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0228'6.5 MI NW FROM PHOENIX.
 DV0228'6.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0228'FROM THE UNION STATION AT PHOENIX, ABOUT 54 YARDS NORTH OF CULVERT A
 DV0228'188, ABOUT 34 YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 DV0228'AT A CULVERT UNDER U.S. HIGHWAY 60-70-89, 36 FEET NORTHEAST OF THE
 DV0228'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE SURFACE OF THE
 DV0228'HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEAD
 DV0228'WALL.
 DV0228
 DV0228                          STATION RECOVERY (2006)
 DV0228
 DV0228'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2346 ***********************************************************************
 DV2346  DESIGNATION -  1134.65
 DV2346  PID         -  DV2346
 DV2346  STATE/COUNTY-  AZ/PINAL
 DV2346  USGS QUAD   -  PIMA BUTTE (1967)
 DV2346
 DV2346                         *CURRENT SURVEY CONTROL
 DV2346  ___________________________________________________________________
 DV2346* NAD 83(1986)-  33 10 14.     (N)    112 00 22.     (W)     SCALED    
 DV2346* NAVD 88     -       346.370  (meters)    1136.38   (feet)  ADJUSTED  
 DV2346  ___________________________________________________________________
 DV2346  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV2346  DYNAMIC HT  -         345.965 (meters)    1135.05  (feet)  COMP
 DV2346  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 DV2346
 DV2346  VERT ORDER  -  FIRST     CLASS II
 DV2346
 DV2346.The horizontal coordinates were scaled from a topographic map and have
 DV2346.an estimated accuracy of +/- 6 seconds.
 DV2346
 DV2346.The orthometric height was determined by differential leveling
 DV2346.and adjusted by the National Geodetic Survey in August 1994..
 DV2346
 DV2346.The geoid height was determined by GEOID03.
 DV2346
 DV2346.The dynamic height is computed by dividing the NAVD 88
 DV2346.geopotential number by the normal gravity value computed on the
 DV2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2346.degrees latitude (g = 980.6199 gals.).
 DV2346
 DV2346.The modeled gravity was interpolated from observed gravity values.
 DV2346
 DV2346;                    North         East    Units  Estimated Accuracy
 DV2346;SPC AZ C     -   240,670.      205,020.      MT  (+/- 180 meters Scaled)
 DV2346
 DV2346                          SUPERSEDED SURVEY CONTROL
 DV2346
 DV2346.No superseded survey control is available for this station.
 DV2346
 DV2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB061706(NAD 83)
 DV2346_MARKER: DD = SURVEY DISK
 DV2346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2346_SP_SET: ABUTMENT
 DV2346_STAMPING: EL 1134.65 1987
 DV2346_MARK LOGO: AZ-021
 DV2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2346+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DV2346
 DV2346  HISTORY     - Date     Condition        Report By
 DV2346  HISTORY     - 1987     MONUMENTED       AZ-021
 DV2346  HISTORY     - 19940425 GOOD             NGS
 DV2346  HISTORY     - 20060817 GOOD             GEOCAC
 DV2346  HISTORY     - 20060831 GOOD             GEOCAC
 DV2346
 DV2346                          STATION DESCRIPTION
 DV2346
 DV2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2346'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2346'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2346'THENCE 5.6 KM (3.45 MI) SOUTHERLY ALONG MARICOPA ROAD, IN TOP OF AND
 DV2346'0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 DV2346'CONCRETE ABUTMENT GUARDRAIL OF THE ROAD BRIDGE SPANNING THE GILA
 DV2346'RIVER, 7.0 M (23.0 FT) SOUTHEAST OF THE ROAD CENTERLINE, AND 0.8 M
 DV2346'(2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2346
 DV2346                          STATION RECOVERY (2006)
 DV2346
 DV2346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2346'RECOVERED IN GOOD CONDITION.
 DV2346
 DV2346                          STATION RECOVERY (2006)
 DV2346
 DV2346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2345 ***********************************************************************
 DV2345  DESIGNATION -  1134.685
 DV2345  PID         -  DV2345
 DV2345  STATE/COUNTY-  AZ/PINAL
 DV2345  USGS QUAD   -  PIMA BUTTE (1967)
 DV2345
 DV2345                         *CURRENT SURVEY CONTROL
 DV2345  ___________________________________________________________________
 DV2345* NAD 83(1986)-  33 10 25.     (N)    112 00 18.     (W)     SCALED    
 DV2345* NAVD 88     -       346.387  (meters)    1136.44   (feet)  ADJUSTED  
 DV2345  ___________________________________________________________________
 DV2345  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2345  DYNAMIC HT  -         345.982 (meters)    1135.11  (feet)  COMP
 DV2345  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DV2345
 DV2345  VERT ORDER  -  FIRST     CLASS II
 DV2345
 DV2345.The horizontal coordinates were scaled from a topographic map and have
 DV2345.an estimated accuracy of +/- 6 seconds.
 DV2345
 DV2345.The orthometric height was determined by differential leveling
 DV2345.and adjusted by the National Geodetic Survey in August 1994..
 DV2345
 DV2345.The geoid height was determined by GEOID03.
 DV2345
 DV2345.The dynamic height is computed by dividing the NAVD 88
 DV2345.geopotential number by the normal gravity value computed on the
 DV2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2345.degrees latitude (g = 980.6199 gals.).
 DV2345
 DV2345.The modeled gravity was interpolated from observed gravity values.
 DV2345
 DV2345;                    North         East    Units  Estimated Accuracy
 DV2345;SPC AZ C     -   241,010.      205,120.      MT  (+/- 180 meters Scaled)
 DV2345
 DV2345                          SUPERSEDED SURVEY CONTROL
 DV2345
 DV2345.No superseded survey control is available for this station.
 DV2345
 DV2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB062709(NAD 83)
 DV2345_MARKER: DD = SURVEY DISK
 DV2345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2345_SP_SET: ABUTMENT
 DV2345_STAMPING: 1134.685 1987
 DV2345_MARK LOGO: AZ-021
 DV2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2345+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DV2345
 DV2345  HISTORY     - Date     Condition        Report By
 DV2345  HISTORY     - 1987     MONUMENTED       AZ-021
 DV2345  HISTORY     - 19940325 GOOD             NGS
 DV2345  HISTORY     - 20060817 GOOD             GEOCAC
 DV2345
 DV2345                          STATION DESCRIPTION
 DV2345
 DV2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2345'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2345'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2345'THENCE 5.2 KM (3.25 MI) SOUTHERLY ALONG MARICOPA ROAD, IN TOP OF AND
 DV2345'0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 DV2345'CONCRETE ABUTMENT GUARDRAIL OF THE ROAD BRIDGE SPANNING THE GILA
 DV2345'RIVER, 7.0 M (23.0 FT) NORTHWEST OF THE ROAD CENTER, AND 0.8 M
 DV2345'(2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2345
 DV2345                          STATION RECOVERY (2006)
 DV2345
 DV2345'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0241 ***********************************************************************
 DV0241  DESIGNATION -  1136
 DV0241  PID         -  DV0241
 DV0241  STATE/COUNTY-  AZ/MARICOPA
 DV0241  USGS QUAD   -  EL MIRAGE (1982)
 DV0241
 DV0241                         *CURRENT SURVEY CONTROL
 DV0241  ___________________________________________________________________
 DV0241* NAD 83(1986)-  33 35 33.     (N)    112 15 18.     (W)     SCALED    
 DV0241* NAVD 88     -       346.76   (+/-2cm)    1137.7    (feet)  VERTCON   
 DV0241  ___________________________________________________________________
 DV0241  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0241
 DV0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0241
 DV0241.The horizontal coordinates were scaled from a topographic map and have
 DV0241.an estimated accuracy of +/- 6 seconds.
 DV0241
 DV0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0241.The vertical order pertains to the NGVD 29 superseded value.
 DV0241
 DV0241.The geoid height was determined by GEOID03.
 DV0241
 DV0241;                    North         East    Units  Estimated Accuracy
 DV0241;SPC AZ C     -   287,510.      181,960.      MT  (+/- 180 meters Scaled)
 DV0241
 DV0241                          SUPERSEDED SURVEY CONTROL
 DV0241
 DV0241  NGVD 29 (??/??/92)  346.208  (m)         1135.85   (f) ADJ UNCH    2 0
 DV0241
 DV0241.Superseded values are not recommended for survey control.
 DV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0241.See file dsdata.txt to determine how the superseded data were derived.
 DV0241
 DV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835176(NAD 83)
 DV0241_MARKER: P = PIPE CAP
 DV0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0241
 DV0241  HISTORY     - Date     Condition        Report By
 DV0241  HISTORY     - UNK      MONUMENTED       USGS
 DV0241  HISTORY     - 1933     GOOD             NGS
 DV0241  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV0241
 DV0241                          STATION DESCRIPTION
 DV0241
 DV0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0241'1.4 MI NW FROM PEORIA.
 DV0241'IRON POST, AT SIDE OF HIGHWAY, 0.5 MILES EAST OF NEW RIVER CONCRETE
 DV0241'HIGHWAY BRIDGE, 150 FEET SOUTH OF RAILROAD CROSSING, 25 FEET SOUTHWEST
 DV0241'OF HIGHWAY CENTER-LINE.
 DV0241
 DV0241                          STATION RECOVERY (1956)
 DV0241
 DV0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1300 ***********************************************************************
 DV1300  DESIGNATION -  1137
 DV1300  PID         -  DV1300
 DV1300  STATE/COUNTY-  AZ/MARICOPA
 DV1300  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1300
 DV1300                         *CURRENT SURVEY CONTROL
 DV1300  ___________________________________________________________________
 DV1300* NAD 83(1986)-  33 30 33.     (N)    112 06 44.     (W)     SCALED    
 DV1300* NAVD 88     -       347.387  (meters)    1139.72   (feet)  ADJUSTED  
 DV1300  ___________________________________________________________________
 DV1300  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1300  DYNAMIC HT  -         346.986 (meters)    1138.40  (feet)  COMP
 DV1300  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV1300
 DV1300  VERT ORDER  -  FIRST     CLASS II
 DV1300
 DV1300.The horizontal coordinates were scaled from a topographic map and have
 DV1300.an estimated accuracy of +/- 6 seconds.
 DV1300
 DV1300.The orthometric height was determined by differential leveling
 DV1300.and adjusted by the National Geodetic Survey in November 1993..
 DV1300
 DV1300.The geoid height was determined by GEOID03.
 DV1300
 DV1300.The dynamic height is computed by dividing the NAVD 88
 DV1300.geopotential number by the normal gravity value computed on the
 DV1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1300.degrees latitude (g = 980.6199 gals.).
 DV1300
 DV1300.The modeled gravity was interpolated from observed gravity values.
 DV1300
 DV1300;                    North         East    Units  Estimated Accuracy
 DV1300;SPC AZ C     -   278,230.      195,190.      MT  (+/- 180 meters Scaled)
 DV1300
 DV1300                          SUPERSEDED SURVEY CONTROL
 DV1300
 DV1300.No superseded survey control is available for this station.
 DV1300
 DV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966082(NAD 83)
 DV1300_MARKER: DB = BENCH MARK DISK
 DV1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1300_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1300_STAMPING: 1137.95 AHD 1971
 DV1300_MARK LOGO: AZDT  
 DV1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1300
 DV1300  HISTORY     - Date     Condition        Report By
 DV1300  HISTORY     - 1971     MONUMENTED       AZDT
 DV1300  HISTORY     - 1981     GOOD             AZDT
 DV1300  HISTORY     - 19950415 GOOD             USPSQD
 DV1300
 DV1300                          STATION DESCRIPTION
 DV1300
 DV1300'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1300'PHOENIX.
 DV1300'3.0 MI (4.8 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1300'MCDOWELL IN PHOENIX, TO THE MARK ON THE SOUTHEAST CORNER OF THE
 DV1300'CAMELBACK ROAD OVERPASS.  4.7 FT (1.43 M) NORTH OF THE SOUTHEAST
 DV1300'DADO.  18.8 FT (5.73 M) WEST OF THE WEST CURB OF THE NORTHBOUND
 DV1300'FRONTAGE ROAD.  SET IN THE SOUTH CURB OF CAMELBACK ROAD.
 DV1300
 DV1300                          STATION RECOVERY (1995)
 DV1300
 DV1300'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1663 ***********************************************************************
 DV1663  DESIGNATION -  1138.69
 DV1663  PID         -  DV1663
 DV1663  STATE/COUNTY-  AZ/MARICOPA
 DV1663  USGS QUAD   -  PHOENIX (1982)
 DV1663
 DV1663                         *CURRENT SURVEY CONTROL
 DV1663  ___________________________________________________________________
 DV1663* NAD 83(1986)-  33 27 56.     (N)    112 00 58.     (W)     SCALED    
 DV1663* NAVD 88     -       347.542  (meters)    1140.23   (feet)  ADJUSTED  
 DV1663  ___________________________________________________________________
 DV1663  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1663  DYNAMIC HT  -         347.139 (meters)    1138.91  (feet)  COMP
 DV1663  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV1663
 DV1663  VERT ORDER  -  SECOND    CLASS I
 DV1663
 DV1663.The horizontal coordinates were scaled from a topographic map and have
 DV1663.an estimated accuracy of +/- 6 seconds.
 DV1663
 DV1663.The orthometric height was determined by differential leveling
 DV1663.and adjusted by the National Geodetic Survey in November 1993..
 DV1663
 DV1663.The geoid height was determined by GEOID03.
 DV1663
 DV1663.The dynamic height is computed by dividing the NAVD 88
 DV1663.geopotential number by the normal gravity value computed on the
 DV1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1663.degrees latitude (g = 980.6199 gals.).
 DV1663
 DV1663.The modeled gravity was interpolated from observed gravity values.
 DV1663
 DV1663;                    North         East    Units  Estimated Accuracy
 DV1663;SPC AZ C     -   273,390.      204,120.      MT  (+/- 180 meters Scaled)
 DV1663
 DV1663                          SUPERSEDED SURVEY CONTROL
 DV1663
 DV1663.No superseded survey control is available for this station.
 DV1663
 DV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC055033(NAD 83)
 DV1663_MARKER: DB = BENCH MARK DISK
 DV1663_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1663_SP_SET: CONCRETE CURB
 DV1663_STAMPING: 1138.69 782+89.49 1952
 DV1663_MARK LOGO: AZDT  
 DV1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1663
 DV1663  HISTORY     - Date     Condition        Report By
 DV1663  HISTORY     - 1952     MONUMENTED       AZDT
 DV1663  HISTORY     - 1979     GOOD             AZDT
 DV1663  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV1663
 DV1663                          STATION DESCRIPTION
 DV1663
 DV1663'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1663'IN PHOENIX.
 DV1663'IN PHOENIX, FROM 20TH STREET AND EAST MCDOWELL ROAD TRAVEL EAST ALONG
 DV1663'MCDOWELL FOR 1.25 MI (2.01 KM) TO THE BRIDGE OVER THE GRAND CANAL AND
 DV1663'THE MARK ON THE SOUTHWEST CORNER, 31.0 FT (9.45 METERS) SOUTH OF THE
 DV1663'CENTERLINE OF MCDOWELL ROAD, 4.6 FT (1.4 METERS) NORTH OF SOUTH RAIL
 DV1663'OF BRIDGE, 72.0 FT (21.94 METERS) EAST OF A SIGN WITH GRAND CANAL
 DV1663'CONSTRUCTED 1879 ON IT, A STANDARD AZDT BRASS CAP.
 DV1663
 DV1663                          STATION RECOVERY (2006)
 DV1663
 DV1663'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1663'THE ENTIRE WIDTH OF THE BRIDGE IS NOW TRAFFIC LANES. A SEPARATE
 DV1663'PEDESTRIAN BRIDGE HAS BEEN BUILT TO THE SOUTH. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0784 ***********************************************************************
 DW0784  DESIGNATION -  1139.96
 DW0784  PID         -  DW0784
 DW0784  STATE/COUNTY-  AZ/LA PAZ
 DW0784  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0784
 DW0784                         *CURRENT SURVEY CONTROL
 DW0784  ___________________________________________________________________
 DW0784* NAD 83(1986)-  33 38 51.     (N)    114 20 50.     (W)     SCALED    
 DW0784* NAVD 88     -       348.17   (+/-2cm)    1142.3    (feet)  VERTCON   
 DW0784  ___________________________________________________________________
 DW0784  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DW0784
 DW0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0784
 DW0784.The horizontal coordinates were scaled from a topographic map and have
 DW0784.an estimated accuracy of +/- 6 seconds.
 DW0784
 DW0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0784.The vertical order pertains to the NGVD 29 superseded value.
 DW0784
 DW0784.The geoid height was determined by GEOID03.
 DW0784
 DW0784;                    North         East    Units  Estimated Accuracy
 DW0784;SPC AZ W     -   293,730.      157,960.      MT  (+/- 180 meters Scaled)
 DW0784
 DW0784                          SUPERSEDED SURVEY CONTROL
 DW0784
 DW0784  NGVD 29 (??/??/??)  347.460  (m)         1139.96   (f) ADJUSTED    1 2
 DW0784
 DW0784.Superseded values are not recommended for survey control.
 DW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0784.See file dsdata.txt to determine how the superseded data were derived.
 DW0784
 DW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT460262(NAD 83)
 DW0784_MARKER: DD = SURVEY DISK
 DW0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0784_SP_SET: HEADWALL
 DW0784_STAMPING: 1139.96 625+01.3
 DW0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0784
 DW0784  HISTORY     - Date     Condition        Report By
 DW0784  HISTORY     - UNK      MONUMENTED       AZHD
 DW0784  HISTORY     - 1934     GOOD             NGS
 DW0784  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0784  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0784
 DW0784                          STATION DESCRIPTION
 DW0784
 DW0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0784'6.9 MI W FROM QUARTZSIZE.
 DW0784'6.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0784'AT STATION 625+01.3, AT A CONCRETE CULVERT, AND IN THE CENTER
 DW0784'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0784'STANDARD DISK, STAMPED 1139.96 625+01.3.
 DW0784
 DW0784                          STATION RECOVERY (1971)
 DW0784
 DW0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0784'MARK NOT FOUND.
 DW0784
 DW0784                          STATION RECOVERY (1981)
 DW0784
 DW0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0784'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0450 ***********************************************************************
 CY0450  DESIGNATION -  114
 CY0450  PID         -  CY0450
 CY0450  STATE/COUNTY-  AZ/COCHISE
 CY0450  USGS QUAD   -  LUZENA (1979)
 CY0450
 CY0450                         *CURRENT SURVEY CONTROL
 CY0450  ___________________________________________________________________
 CY0450* NAD 83(1986)-  32 20 24.     (N)    109 32 13.     (W)     SCALED    
 CY0450* NAVD 88     -      1180.01   (+/-2cm)    3871.4    (feet)  VERTCON   
 CY0450  ___________________________________________________________________
 CY0450  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0450
 CY0450  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0450
 CY0450.The horizontal coordinates were scaled from a topographic map and have
 CY0450.an estimated accuracy of +/- 6 seconds.
 CY0450
 CY0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0450.The vertical order pertains to the NGVD 29 superseded value.
 CY0450
 CY0450.The geoid height was determined by GEOID03.
 CY0450
 CY0450;                    North         East    Units  Estimated Accuracy
 CY0450;SPC AZ E     -   148,740.      272,640.      MT  (+/- 180 meters Scaled)
 CY0450
 CY0450                          SUPERSEDED SURVEY CONTROL
 CY0450
 CY0450  NGVD 29 (??/??/92) 1179.247  (m)         3868.91   (f) ADJ UNCH    1 2
 CY0450
 CY0450.Superseded values are not recommended for survey control.
 CY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0450.See file dsdata.txt to determine how the superseded data were derived.
 CY0450
 CY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA376790(NAD 83)
 CY0450_MARKER: P = PIPE CAP
 CY0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0450_STAMPING: 114 H 1907
 CY0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0450
 CY0450  HISTORY     - Date     Condition        Report By
 CY0450  HISTORY     - 1907     MONUMENTED       USGS
 CY0450  HISTORY     - 1952     GOOD             NGS
 CY0450
 CY0450                          STATION DESCRIPTION
 CY0450
 CY0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0450'3.05 MI W FROM BOWIE.
 CY0450'3.05 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0450'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE NUMBER 1095, 95.7 FEET
 CY0450'NORTH OF THE NORTH RAIL, 37 1/2 FEET SOUTH OF THE CENTER LINE OF A
 CY0450'GRADED ROAD, 23.3 FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS
 CY0450'POST, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3
 CY0450'1/2-INCH IRON PIPE INCASED WITH A STOVE PIPE FILLED WITH CONCRETE
 CY0450'PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0606 ***********************************************************************
 ER0606  DESIGNATION -  114 BKC
 ER0606  PID         -  ER0606
 ER0606  STATE/COUNTY-  AZ/APACHE
 ER0606  USGS QUAD   -  MESA PARADA (1971)
 ER0606
 ER0606                         *CURRENT SURVEY CONTROL
 ER0606  ___________________________________________________________________
 ER0606* NAD 83(1986)-  34 27 19.     (N)    109 07 11.     (W)     SCALED    
 ER0606* NAVD 88     -      1994.328  (meters)    6543.06   (feet)  ADJUSTED  
 ER0606  ___________________________________________________________________
 ER0606  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0606  DYNAMIC HT  -        1991.337 (meters)    6533.24  (feet)  COMP
 ER0606  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 ER0606
 ER0606  VERT ORDER  -  SECOND    CLASS 0
 ER0606
 ER0606.The horizontal coordinates were scaled from a topographic map and have
 ER0606.an estimated accuracy of +/- 6 seconds.
 ER0606
 ER0606.The orthometric height was determined by differential leveling
 ER0606.and adjusted by the National Geodetic Survey in June 1991..
 ER0606
 ER0606.The geoid height was determined by GEOID03.
 ER0606
 ER0606.The dynamic height is computed by dividing the NAVD 88
 ER0606.geopotential number by the normal gravity value computed on the
 ER0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0606.degrees latitude (g = 980.6199 gals.).
 ER0606
 ER0606.The modeled gravity was interpolated from observed gravity values.
 ER0606
 ER0606;                    North         East    Units  Estimated Accuracy
 ER0606;SPC AZ E     -   383,650.      309,560.      MT  (+/- 180 meters Scaled)
 ER0606
 ER0606                          SUPERSEDED SURVEY CONTROL
 ER0606
 ER0606.No superseded survey control is available for this station.
 ER0606
 ER0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD727142(NAD 83)
 ER0606_MARKER: DB = BENCH MARK DISK
 ER0606_SETTING: 66 = SET IN ROCK OUTCROP
 ER0606_SP_SET: ROCK OUTCROP
 ER0606_STAMPING: 114 BKC 1968 6540
 ER0606_MARK LOGO: USGS  
 ER0606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0606+STABILITY: POSITION/ELEVATION WELL
 ER0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0606+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0606
 ER0606  HISTORY     - Date     Condition        Report By
 ER0606  HISTORY     - 1968     MONUMENTED       USGS
 ER0606
 ER0606                          STATION DESCRIPTION
 ER0606
 ER0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0606'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0606'ALONG U S HIGHWAY 666, THENCE 15.2 MILES EAST ALONG A GRAVEL ROAD,
 ER0606'118 FEET NORTH OF THE ROAD, 4 FEET SOUTH OF A WITNESS POST, SET IN A
 ER0606'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0577 ***********************************************************************
 ER0577  DESIGNATION -  114 DOR
 ER0577  PID         -  ER0577
 ER0577  STATE/COUNTY-  AZ/APACHE
 ER0577  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0577
 ER0577                         *CURRENT SURVEY CONTROL
 ER0577  ___________________________________________________________________
 ER0577* NAD 83(1986)-  34 41 37.     (N)    109 27 24.     (W)     SCALED    
 ER0577* NAVD 88     -      1750.666  (meters)    5743.64   (feet)  ADJUSTED  
 ER0577  ___________________________________________________________________
 ER0577  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0577  DYNAMIC HT  -        1748.174 (meters)    5735.47  (feet)  COMP
 ER0577  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 ER0577
 ER0577  VERT ORDER  -  SECOND    CLASS II
 ER0577
 ER0577.The horizontal coordinates were scaled from a topographic map and have
 ER0577.an estimated accuracy of +/- 6 seconds.
 ER0577
 ER0577.The orthometric height was determined by differential leveling
 ER0577.and adjusted by the National Geodetic Survey in June 1991..
 ER0577
 ER0577.The geoid height was determined by GEOID03.
 ER0577
 ER0577.The dynamic height is computed by dividing the NAVD 88
 ER0577.geopotential number by the normal gravity value computed on the
 ER0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0577.degrees latitude (g = 980.6199 gals.).
 ER0577
 ER0577.The modeled gravity was interpolated from observed gravity values.
 ER0577
 ER0577;                    North         East    Units  Estimated Accuracy
 ER0577;SPC AZ E     -   409,820.      278,410.      MT  (+/- 180 meters Scaled)
 ER0577
 ER0577                          SUPERSEDED SURVEY CONTROL
 ER0577
 ER0577.No superseded survey control is available for this station.
 ER0577
 ER0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD413401(NAD 83)
 ER0577_MARKER: DB = BENCH MARK DISK
 ER0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0577_SP_SET: CONCRETE POST
 ER0577_STAMPING: 114 DOR 1972 5741
 ER0577_MARK LOGO: USGS  
 ER0577_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0577+STABILITY: SURFACE MOTION
 ER0577
 ER0577  HISTORY     - Date     Condition        Report By
 ER0577  HISTORY     - 1972     MONUMENTED       USGS
 ER0577
 ER0577                          STATION DESCRIPTION
 ER0577
 ER0577'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0577'36.2 KM (22.50 MI) NNW FROM ST JOHNS.
 ER0577'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0577'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0577'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG A ROAD TOWARD
 ER0577'NAVAJO TO A T-ROAD EAST, THENCE 2.3 MILES EAST, 100 FEET NNE OF THE
 ER0577'ROAD, AND 100 FEET SOUTHEAST OF A SMALL JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0461 ***********************************************************************
 GQ0461  DESIGNATION -  114 DOR
 GQ0461  PID         -  GQ0461
 GQ0461  STATE/COUNTY-  AZ/MOHAVE
 GQ0461  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0461
 GQ0461                         *CURRENT SURVEY CONTROL
 GQ0461  ___________________________________________________________________
 GQ0461* NAD 83(1986)-  36 39 25.     (N)    113 26 27.     (W)     SCALED    
 GQ0461* NAVD 88     -      1530.134  (meters)    5020.11   (feet)  POSTED    
 GQ0461  ___________________________________________________________________
 GQ0461  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 GQ0461  DYNAMIC HT  -        1528.370 (meters)    5014.33  (feet)  COMP
 GQ0461  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 GQ0461
 GQ0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0461
 GQ0461.The horizontal coordinates were scaled from a topographic map and have
 GQ0461.an estimated accuracy of +/- 6 seconds.
 GQ0461
 GQ0461.The orthometric height was determined by differential leveling
 GQ0461.and adjusted by the National Geodetic Survey in 1992..
 GQ0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0461.rate of 0.0 thru 1.0 mm/km.
 GQ0461
 GQ0461.The geoid height was determined by GEOID03.
 GQ0461
 GQ0461.The dynamic height is computed by dividing the NAVD 88
 GQ0461.geopotential number by the normal gravity value computed on the
 GQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0461.degrees latitude (g = 980.6199 gals.).
 GQ0461
 GQ0461.The modeled gravity was interpolated from observed gravity values.
 GQ0461
 GQ0461;                    North         East    Units  Estimated Accuracy
 GQ0461;SPC AZ W     -   627,470.      241,000.      MT  (+/- 180 meters Scaled)
 GQ0461
 GQ0461                          SUPERSEDED SURVEY CONTROL
 GQ0461
 GQ0461.No superseded survey control is available for this station.
 GQ0461
 GQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF818595(NAD 83)
 GQ0461_MARKER: DB = BENCH MARK DISK
 GQ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0461_SP_SET: COPPER-CLAD STEEL ROD
 GQ0461_STAMPING: 114 DOR 1970 5017
 GQ0461_MARK LOGO: USGS  
 GQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0461
 GQ0461  HISTORY     - Date     Condition        Report By
 GQ0461  HISTORY     - 1970     MONUMENTED       USGS
 GQ0461
 GQ0461                          STATION DESCRIPTION
 GQ0461
 GQ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0461'60.0 KM (37.30 MI) SSE FROM ST GEORGE UT.
 GQ0461'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0461'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0461'ROAD TO THE ARIZONA STATE LINE, CONTINUE 30.6 MILES SOUTH ALONG MT.
 GQ0461'TRUMBULL ROAD, 70 FEET EAST OF THE ROAD, 20 FEET WEST OF A DIM ROAD.
 GQ0461'ROD DEPTH UNKNOWN.
 GQ0461'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0461'THE MARK IS 32 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0682 ***********************************************************************
 GP0682  DESIGNATION -  114 DOR
 GP0682  PID         -  GP0682
 GP0682  STATE/COUNTY-  AZ/COCONINO
 GP0682  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0682
 GP0682                         *CURRENT SURVEY CONTROL
 GP0682  ___________________________________________________________________
 GP0682* NAD 83(1986)-  36 39 47.     (N)    110 45 14.     (W)     SCALED    
 GP0682* NAVD 88     -      2067.049  (meters)    6781.64   (feet)  ADJUSTED  
 GP0682  ___________________________________________________________________
 GP0682  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GP0682  DYNAMIC HT  -        2064.413 (meters)    6772.99  (feet)  COMP
 GP0682  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 GP0682
 GP0682  VERT ORDER  -  SECOND    CLASS 0
 GP0682
 GP0682.The horizontal coordinates were scaled from a topographic map and have
 GP0682.an estimated accuracy of +/- 6 seconds.
 GP0682
 GP0682.The orthometric height was determined by differential leveling
 GP0682.and adjusted by the National Geodetic Survey in June 1991..
 GP0682
 GP0682.The geoid height was determined by GEOID03.
 GP0682
 GP0682.The dynamic height is computed by dividing the NAVD 88
 GP0682.geopotential number by the normal gravity value computed on the
 GP0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0682.degrees latitude (g = 980.6199 gals.).
 GP0682
 GP0682.The modeled gravity was interpolated from observed gravity values.
 GP0682
 GP0682;                    North         East    Units  Estimated Accuracy
 GP0682;SPC AZ C     -   628,710.      317,310.      MT  (+/- 180 meters Scaled)
 GP0682
 GP0682                          SUPERSEDED SURVEY CONTROL
 GP0682
 GP0682.No superseded survey control is available for this station.
 GP0682
 GP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF219575(NAD 83)
 GP0682_MARKER: DB = BENCH MARK DISK
 GP0682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0682_SP_SET: COPPER-CLAD STEEL ROD
 GP0682_STAMPING: 114 DOR 1969 6778
 GP0682_MARK LOGO: USGS  
 GP0682_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0682+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0682
 GP0682  HISTORY     - Date     Condition        Report By
 GP0682  HISTORY     - 1969     MONUMENTED       USGS
 GP0682
 GP0682                          STATION DESCRIPTION
 GP0682
 GP0682'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0682'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0682'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0682'NORTH, THENCE 21.5 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0682'MOUNTAIN ROAD, 80 FEET SOUTHEAST AND 4 FEET HIGHER THAN THE ROAD, 65
 GP0682'FEET NORTHWEST OF A TELEPHONE LINE, 10 FEET SOUTHEAST OF A WATER
 GP0682'LINE, 1 FOOT NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0682'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0230 ***********************************************************************
 DV0230  DESIGNATION -  1140.58
 DV0230  PID         -  DV0230
 DV0230  STATE/COUNTY-  AZ/MARICOPA
 DV0230  USGS QUAD   -  GLENDALE (1982)
 DV0230
 DV0230                         *CURRENT SURVEY CONTROL
 DV0230  ___________________________________________________________________
 DV0230* NAD 83(1986)-  33 30 34.     (N)    112 09 05.     (W)     SCALED    
 DV0230* NAVD 88     -       348.13   (+/-2cm)    1142.2    (feet)  VERTCON   
 DV0230  ___________________________________________________________________
 DV0230  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0230
 DV0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0230
 DV0230.The horizontal coordinates were scaled from a topographic map and have
 DV0230.an estimated accuracy of +/- 6 seconds.
 DV0230
 DV0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0230.The vertical order pertains to the NGVD 29 superseded value.
 DV0230
 DV0230.The geoid height was determined by GEOID03.
 DV0230
 DV0230;                    North         East    Units  Estimated Accuracy
 DV0230;SPC AZ C     -   278,270.      191,550.      MT  (+/- 180 meters Scaled)
 DV0230
 DV0230                          SUPERSEDED SURVEY CONTROL
 DV0230
 DV0230  NGVD 29 (??/??/92)  347.548  (m)         1140.25   (f) ADJ UNCH    2 0
 DV0230
 DV0230.Superseded values are not recommended for survey control.
 DV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0230.See file dsdata.txt to determine how the superseded data were derived.
 DV0230
 DV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930083(NAD 83)
 DV0230_MARKER: DD = SURVEY DISK
 DV0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0230_SP_SET: CULVERT
 DV0230_STAMPING: 1140.58 260 +40
 DV0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0230
 DV0230  HISTORY     - Date     Condition        Report By
 DV0230  HISTORY     - UNK      MONUMENTED       AZHD
 DV0230  HISTORY     - 1945     GOOD             NGS
 DV0230  HISTORY     - 1949     GOOD             NGS
 DV0230  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0230
 DV0230                          STATION DESCRIPTION
 DV0230
 DV0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0230'2.7 MI SE FROM GLENDALE.
 DV0230'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2.7 MILES SOUTHEAST
 DV0230'OF THE STATION AT GLENDALE, AT THE JUNCTION OF U. S. HIGHWAY NO. 89
 DV0230'AND PAVED ROADS LEADING NORTH (LATERAL 16) AND EAST (CAMELBACK ROAD),
 DV0230'21.8 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 28.2 FEET
 DV0230'NORTHEAST OF THE NORTHEAST EDGE OF THE 4 LANE HIGHWAY, SET IN THE TOP
 DV0230'OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR IRRIGATION CANAL
 DV0230'CULVERT.
 DV0230
 DV0230                          STATION RECOVERY (1949)
 DV0230
 DV0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0230'RECOVERED IN GOOD CONDITION.
 DV0230
 DV0230                          STATION RECOVERY (2006)
 DV0230
 DV0230'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0238 ***********************************************************************
 DV0238  DESIGNATION -  1142.95
 DV0238  PID         -  DV0238
 DV0238  STATE/COUNTY-  AZ/MARICOPA
 DV0238  USGS QUAD   -  GLENDALE (1982)
 DV0238
 DV0238                         *CURRENT SURVEY CONTROL
 DV0238  ___________________________________________________________________
 DV0238* NAD 83(1986)-  33 33 16.     (N)    112 12 20.     (W)     SCALED    
 DV0238* NAVD 88     -       348.84   (+/-2cm)    1144.5    (feet)  VERTCON   
 DV0238  ___________________________________________________________________
 DV0238  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0238
 DV0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0238
 DV0238.The horizontal coordinates were scaled from a topographic map and have
 DV0238.an estimated accuracy of +/- 6 seconds.
 DV0238
 DV0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0238.The vertical order pertains to the NGVD 29 superseded value.
 DV0238
 DV0238.The geoid height was determined by GEOID03.
 DV0238
 DV0238;                    North         East    Units  Estimated Accuracy
 DV0238;SPC AZ C     -   283,280.      186,540.      MT  (+/- 180 meters Scaled)
 DV0238
 DV0238                          SUPERSEDED SURVEY CONTROL
 DV0238
 DV0238  NGVD 29 (??/??/92)  348.289  (m)         1142.68   (f) ADJ UNCH    2 0
 DV0238
 DV0238.Superseded values are not recommended for survey control.
 DV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0238.See file dsdata.txt to determine how the superseded data were derived.
 DV0238
 DV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC880134(NAD 83)
 DV0238_MARKER: DD = SURVEY DISK
 DV0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0238_SP_SET: CULVERT
 DV0238_STAMPING: 1142.95 56 - 41 -6
 DV0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0238
 DV0238  HISTORY     - Date     Condition        Report By
 DV0238  HISTORY     - UNK      MONUMENTED       AZHD
 DV0238  HISTORY     - 1945     GOOD             NGS
 DV0238  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0238
 DV0238                          STATION DESCRIPTION
 DV0238
 DV0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0238'1.5 MI NW FROM GLENDALE.
 DV0238'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.5 MILES NORTHWEST
 DV0238'OF THE STATION AT GLENDALE, 0.5 MILE NORTHWEST OF MILEPOST 183, NEAR
 DV0238'RAILWAY CULVERT NO. B 183, 38.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DV0238'28.4 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 89, SET IN THE
 DV0238'TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A 3-FOOT BY 3-FOOT CONCRETE
 DV0238'BOX CULVERT UNDER THE HIGHWAY.
 DV0238
 DV0238                          STATION RECOVERY (2006)
 DV0238
 DV0238'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0236 ***********************************************************************
 DV0236  DESIGNATION -  1144.94
 DV0236  PID         -  DV0236
 DV0236  STATE/COUNTY-  AZ/MARICOPA
 DV0236  USGS QUAD   -  GLENDALE (1982)
 DV0236
 DV0236                         *CURRENT SURVEY CONTROL
 DV0236  ___________________________________________________________________
 DV0236* NAD 83(1986)-  33 33 09.     (N)    112 12 12.     (W)     SCALED    
 DV0236* NAVD 88     -       349.44   (+/-2cm)    1146.5    (feet)  VERTCON   
 DV0236  ___________________________________________________________________
 DV0236  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0236
 DV0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0236
 DV0236.The horizontal coordinates were scaled from a topographic map and have
 DV0236.an estimated accuracy of +/- 6 seconds.
 DV0236
 DV0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0236.The vertical order pertains to the NGVD 29 superseded value.
 DV0236
 DV0236.The geoid height was determined by GEOID03.
 DV0236
 DV0236;                    North         East    Units  Estimated Accuracy
 DV0236;SPC AZ C     -   283,060.      186,740.      MT  (+/- 180 meters Scaled)
 DV0236
 DV0236                          SUPERSEDED SURVEY CONTROL
 DV0236
 DV0236  NGVD 29 (??/??/92)  348.886  (m)         1144.64   (f) ADJ UNCH    2 0
 DV0236
 DV0236.Superseded values are not recommended for survey control.
 DV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0236.See file dsdata.txt to determine how the superseded data were derived.
 DV0236
 DV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC882131(NAD 83)
 DV0236_MARKER: DD = SURVEY DISK
 DV0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0236_SP_SET: CULVERT
 DV0236_STAMPING: 1144.94 46 + 496 36
 DV0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0236
 DV0236  HISTORY     - Date     Condition        Report By
 DV0236  HISTORY     - UNK      MONUMENTED       AZHD
 DV0236  HISTORY     - 1945     GOOD             NGS
 DV0236
 DV0236                          STATION DESCRIPTION
 DV0236
 DV0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0236'1.4 MI NW FROM GLENDALE.
 DV0236'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.4 MILES NORTHWEST
 DV0236'OF THE RAILWAY STATION AT GLENDALE, AT LATERAL 19, AT AN X CROSSING
 DV0236'FORMED BY TWO ROADS CROSSING THE H. S. HIGHWAY 89, 38.8 FEET NORTHEAST
 DV0236'OF THE NORTHEAST RAIL MEASURED FROM POINT AT THE NORTHWEST END OF
 DV0236'RAILWAY BRIDGE NO. D 183, 28.2 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0236'THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL OF
 DV0236'A 6-FOOT BY 6-FOOT CONCRETE IRRIGATION CANAL CULVERT UNDER THE
 DV0236'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0355 ***********************************************************************
 DV0355  DESIGNATION -  1145
 DV0355  PID         -  DV0355
 DV0355  STATE/COUNTY-  AZ/PINAL
 DV0355  USGS QUAD   -  MARICOPA (1978)
 DV0355
 DV0355                         *CURRENT SURVEY CONTROL
 DV0355  ___________________________________________________________________
 DV0355* NAD 83(1986)-  33 06 59.     (N)    112 01 17.     (W)     SCALED    
 DV0355* NAVD 88     -       349.49   (+/-2cm)    1146.6    (feet)  VERTCON   
 DV0355  ___________________________________________________________________
 DV0355  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0355
 DV0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0355
 DV0355.The horizontal coordinates were scaled from a topographic map and have
 DV0355.an estimated accuracy of +/- 6 seconds.
 DV0355
 DV0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0355.The vertical order pertains to the NGVD 29 superseded value.
 DV0355
 DV0355.The geoid height was determined by GEOID03.
 DV0355
 DV0355;                    North         East    Units  Estimated Accuracy
 DV0355;SPC AZ C     -   234,660.      203,590.      MT  (+/- 180 meters Scaled)
 DV0355
 DV0355                          SUPERSEDED SURVEY CONTROL
 DV0355
 DV0355  NGVD 29 (??/??/92)  348.984  (m)         1144.96   (f) ADJ UNCH    2 0
 DV0355
 DV0355.Superseded values are not recommended for survey control.
 DV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0355.See file dsdata.txt to determine how the superseded data were derived.
 DV0355
 DV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047646(NAD 83)
 DV0355_MARKER: P = PIPE CAP
 DV0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0355
 DV0355  HISTORY     - Date     Condition        Report By
 DV0355  HISTORY     - UNK      MONUMENTED       USGS
 DV0355  HISTORY     - 1933     GOOD             NGS
 DV0355
 DV0355                          STATION DESCRIPTION
 DV0355
 DV0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0355'44 MI N FROM MARICOPA.
 DV0355'IRON PIPE, AT SIDE OF S.P. RIGHT OF WAY, 2.2 MILES SOUTH OF PIMA
 DV0355'BUTTE, 55 FEET WEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0235 ***********************************************************************
 DV0235  DESIGNATION -  1147.95
 DV0235  PID         -  DV0235
 DV0235  STATE/COUNTY-  AZ/MARICOPA
 DV0235  USGS QUAD   -  GLENDALE (1982)
 DV0235
 DV0235                         *CURRENT SURVEY CONTROL
 DV0235  ___________________________________________________________________
 DV0235* NAD 83(1986)-  33 32 44.     (N)    112 11 41.     (W)     SCALED    
 DV0235* NAVD 88     -       350.32   (+/-2cm)    1149.3    (feet)  VERTCON   
 DV0235  ___________________________________________________________________
 DV0235  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0235
 DV0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0235
 DV0235.The horizontal coordinates were scaled from a topographic map and have
 DV0235.an estimated accuracy of +/- 6 seconds.
 DV0235
 DV0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0235.The vertical order pertains to the NGVD 29 superseded value.
 DV0235
 DV0235.The geoid height was determined by GEOID03.
 DV0235
 DV0235;                    North         East    Units  Estimated Accuracy
 DV0235;SPC AZ C     -   282,290.      187,540.      MT  (+/- 180 meters Scaled)
 DV0235
 DV0235                          SUPERSEDED SURVEY CONTROL
 DV0235
 DV0235  NGVD 29 (??/??/92)  349.767  (m)         1147.53   (f) ADJ UNCH    2 0
 DV0235
 DV0235.Superseded values are not recommended for survey control.
 DV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0235.See file dsdata.txt to determine how the superseded data were derived.
 DV0235
 DV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC890124(NAD 83)
 DV0235_MARKER: DD = SURVEY DISK
 DV0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0235_SP_SET: CULVERT
 DV0235_STAMPING: 1147.95 10 + 11 - 2 36
 DV0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0235
 DV0235  HISTORY     - Date     Condition        Report By
 DV0235  HISTORY     - UNK      MONUMENTED       AZHD
 DV0235  HISTORY     - 1945     GOOD             NGS
 DV0235  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0235
 DV0235                          STATION DESCRIPTION
 DV0235
 DV0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0235'0.8 MI NW FROM GLENDALE.
 DV0235'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.8 MILE NORTHWEST OF
 DV0235'THE STATION AT GLENDALE, AT A GRAVEL ROAD CROSSING (MAMIE AVE.), 42.4
 DV0235'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY MEASURED FROM
 DV0235'POINT AT CENTER OF CULVERT NO. A 184, 28.2 FEET SOUTHWEST OF THE
 DV0235'CENTERLINE OF THE U. S. HIGHWAY 89, SET IN THE CENTER OF THE TOP OF
 DV0235'THE SOUTHWEST CONCRETE HEADWALL OF A 3-FOOT BY 3-FOOT CONCRETE BOX
 DV0235'IRRIGATION CANAL CULVERT UNDER THE HIGHWAY.
 DV0235
 DV0235                          STATION RECOVERY (2006)
 DV0235
 DV0235'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0053 ***********************************************************************
 EU0053  DESIGNATION -  1148.12
 EU0053  PID         -  EU0053
 EU0053  STATE/COUNTY-  AZ/MOHAVE
 EU0053  USGS QUAD   -  FRANCONIA (1970)
 EU0053
 EU0053                         *CURRENT SURVEY CONTROL
 EU0053  ___________________________________________________________________
 EU0053* NAD 83(1986)-  34 44 06.     (N)    114 15 23.     (W)     SCALED    
 EU0053* NAVD 88     -       350.58   (+/-2cm)    1150.2    (feet)  VERTCON   
 EU0053  ___________________________________________________________________
 EU0053  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 EU0053
 EU0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0053
 EU0053.The horizontal coordinates were scaled from a topographic map and have
 EU0053.an estimated accuracy of +/- 6 seconds.
 EU0053
 EU0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0053.The vertical order pertains to the NGVD 29 superseded value.
 EU0053
 EU0053.The geoid height was determined by GEOID03.
 EU0053
 EU0053;                    North         East    Units  Estimated Accuracy
 EU0053;SPC AZ W     -   414,310.      166,990.      MT  (+/- 180 meters Scaled)
 EU0053
 EU0053                          SUPERSEDED SURVEY CONTROL
 EU0053
 EU0053  NGVD 29 (??/??/??)  349.895  (m)         1147.95   (f) ADJUSTED    2 0
 EU0053
 EU0053.Superseded values are not recommended for survey control.
 EU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0053.See file dsdata.txt to determine how the superseded data were derived.
 EU0053
 EU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU511470(NAD 83)
 EU0053_MARKER: DD = SURVEY DISK
 EU0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0053_SP_SET: CULVERT
 EU0053_STAMPING: 1148.12 699X90 1951
 EU0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0053
 EU0053  HISTORY     - Date     Condition        Report By
 EU0053  HISTORY     - 1951     MONUMENTED       AZHD
 EU0053  HISTORY     - 1961     GOOD             NGS
 EU0053  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0053
 EU0053                          STATION DESCRIPTION
 EU0053
 EU0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0053'13.6 MI E FROM TOPOCK.
 EU0053'ABOUT 13.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0053'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0053'ABOUT 0.10 MILES EAST OF THE JUNCTION OF THE ROAD NORTH TO
 EU0053'FRANCONIA, SET IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTH
 EU0053'HEADWALL OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20
 EU0053'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0053'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO
 EU0053'BE REACHED BY GOING 0.3 MILES EAST ALONG THE STREET FROM THE
 EU0053'POST OFFICE IN YUCCA, THENCE 12.6 MILES SOUTHWEST ALONG U.S.
 EU0053'HIGHWAY 66.
 EU0053
 EU0053                          STATION RECOVERY (1981)
 EU0053
 EU0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0053'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0607 ***********************************************************************
 ER0607  DESIGNATION -  115 BKC
 ER0607  PID         -  ER0607
 ER0607  STATE/COUNTY-  AZ/APACHE
 ER0607  USGS QUAD   -  MESA PARADA (1971)
 ER0607
 ER0607                         *CURRENT SURVEY CONTROL
 ER0607  ___________________________________________________________________
 ER0607* NAD 83(1986)-  34 27 41.     (N)    109 05 58.     (W)     SCALED    
 ER0607* NAVD 88     -      1983.299  (meters)    6506.87   (feet)  ADJUSTED  
 ER0607  ___________________________________________________________________
 ER0607  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ER0607  DYNAMIC HT  -        1980.327 (meters)    6497.12  (feet)  COMP
 ER0607  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 ER0607
 ER0607  VERT ORDER  -  SECOND    CLASS 0
 ER0607
 ER0607.The horizontal coordinates were scaled from a topographic map and have
 ER0607.an estimated accuracy of +/- 6 seconds.
 ER0607
 ER0607.The orthometric height was determined by differential leveling
 ER0607.and adjusted by the National Geodetic Survey in June 1991..
 ER0607
 ER0607.The geoid height was determined by GEOID03.
 ER0607
 ER0607.The dynamic height is computed by dividing the NAVD 88
 ER0607.geopotential number by the normal gravity value computed on the
 ER0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0607.degrees latitude (g = 980.6199 gals.).
 ER0607
 ER0607.The modeled gravity was interpolated from observed gravity values.
 ER0607
 ER0607;                    North         East    Units  Estimated Accuracy
 ER0607;SPC AZ E     -   384,350.      311,410.      MT  (+/- 180 meters Scaled)
 ER0607
 ER0607                          SUPERSEDED SURVEY CONTROL
 ER0607
 ER0607.No superseded survey control is available for this station.
 ER0607
 ER0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD745149(NAD 83)
 ER0607_MARKER: DB = BENCH MARK DISK
 ER0607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ER0607_SP_SET: HEADWALL
 ER0607_STAMPING: 115 BKC 1968 6504
 ER0607_MARK LOGO: USGS  
 ER0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0607+STABILITY: SURFACE MOTION
 ER0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0607+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0607
 ER0607  HISTORY     - Date     Condition        Report By
 ER0607  HISTORY     - 1968     MONUMENTED       USGS
 ER0607
 ER0607                          STATION DESCRIPTION
 ER0607
 ER0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0607'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0607'ALONG U S HIGHWAY 666, THENCE 16.4 MILES EAST ALONG A GRAVEL ROAD TO
 ER0607'A CONCRETE CULVERT, 15 FEET SOUTH OF THE ROAD, SET IN THE CENTER OF
 ER0607'THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0578 ***********************************************************************
 ER0578  DESIGNATION -  115 DOR
 ER0578  PID         -  ER0578
 ER0578  STATE/COUNTY-  AZ/APACHE
 ER0578  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0578
 ER0578                         *CURRENT SURVEY CONTROL
 ER0578  ___________________________________________________________________
 ER0578* NAD 83(1986)-  34 41 19.     (N)    109 26 19.     (W)     SCALED    
 ER0578* NAVD 88     -      1720.774  (meters)    5645.57   (feet)  ADJUSTED  
 ER0578  ___________________________________________________________________
 ER0578  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ER0578  DYNAMIC HT  -        1718.322 (meters)    5637.53  (feet)  COMP
 ER0578  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 ER0578
 ER0578  VERT ORDER  -  SECOND    CLASS II
 ER0578
 ER0578.The horizontal coordinates were scaled from a topographic map and have
 ER0578.an estimated accuracy of +/- 6 seconds.
 ER0578
 ER0578.The orthometric height was determined by differential leveling
 ER0578.and adjusted by the National Geodetic Survey in June 1991..
 ER0578
 ER0578.The geoid height was determined by GEOID03.
 ER0578
 ER0578.The dynamic height is computed by dividing the NAVD 88
 ER0578.geopotential number by the normal gravity value computed on the
 ER0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0578.degrees latitude (g = 980.6199 gals.).
 ER0578
 ER0578.The modeled gravity was interpolated from observed gravity values.
 ER0578
 ER0578;                    North         East    Units  Estimated Accuracy
 ER0578;SPC AZ E     -   409,270.      280,070.      MT  (+/- 180 meters Scaled)
 ER0578
 ER0578                          SUPERSEDED SURVEY CONTROL
 ER0578
 ER0578.No superseded survey control is available for this station.
 ER0578
 ER0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD430396(NAD 83)
 ER0578_MARKER: DB = BENCH MARK DISK
 ER0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0578_SP_SET: CONCRETE POST
 ER0578_STAMPING: 115 DOR 1972 5643
 ER0578_MARK LOGO: USGS  
 ER0578_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0578+STABILITY: SURFACE MOTION
 ER0578
 ER0578  HISTORY     - Date     Condition        Report By
 ER0578  HISTORY     - 1972     MONUMENTED       USGS
 ER0578
 ER0578                          STATION DESCRIPTION
 ER0578
 ER0578'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0578'38.1 KM (23.70 MI) NNW FROM ST JOHNS.
 ER0578'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0578'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0578'TO A T-ROAD NORTHEAST, THENCE 12.5 NORTH ALONG THE ROAD TO NAVAJO TO
 ER0578'A T-ROAD EAST, THENCE 3.5 MILES EAST, 185 FEET NORTH OF THE ROAD, 34
 ER0578'FEET EAST OF A USBLM CADASTRAL SURVEY BRASS CAP STAMPED -T15N R27E
 ER0578'S23 S24 S26 S25 1963- .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0462 ***********************************************************************
 GQ0462  DESIGNATION -  115 DOR
 GQ0462  PID         -  GQ0462
 GQ0462  STATE/COUNTY-  AZ/MOHAVE
 GQ0462  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0462
 GQ0462                         *CURRENT SURVEY CONTROL
 GQ0462  ___________________________________________________________________
 GQ0462* NAD 83(1986)-  36 38 34.     (N)    113 26 10.     (W)     SCALED    
 GQ0462* NAVD 88     -      1534.953  (meters)    5035.93   (feet)  POSTED    
 GQ0462  ___________________________________________________________________
 GQ0462  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0462  DYNAMIC HT  -        1533.180 (meters)    5030.11  (feet)  COMP
 GQ0462  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 GQ0462
 GQ0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0462
 GQ0462.The horizontal coordinates were scaled from a topographic map and have
 GQ0462.an estimated accuracy of +/- 6 seconds.
 GQ0462
 GQ0462.The orthometric height was determined by differential leveling
 GQ0462.and adjusted by the National Geodetic Survey in 1992..
 GQ0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0462.rate of 0.0 thru 1.0 mm/km.
 GQ0462
 GQ0462.The geoid height was determined by GEOID03.
 GQ0462
 GQ0462.The dynamic height is computed by dividing the NAVD 88
 GQ0462.geopotential number by the normal gravity value computed on the
 GQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0462.degrees latitude (g = 980.6199 gals.).
 GQ0462
 GQ0462.The modeled gravity was interpolated from observed gravity values.
 GQ0462
 GQ0462;                    North         East    Units  Estimated Accuracy
 GQ0462;SPC AZ W     -   625,900.      241,430.      MT  (+/- 180 meters Scaled)
 GQ0462
 GQ0462                          SUPERSEDED SURVEY CONTROL
 GQ0462
 GQ0462.No superseded survey control is available for this station.
 GQ0462
 GQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF822580(NAD 83)
 GQ0462_MARKER: DB = BENCH MARK DISK
 GQ0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0462_SP_SET: COPPER-CLAD STEEL ROD
 GQ0462_STAMPING: 115 DOR 1970 5033
 GQ0462_MARK LOGO: USGS  
 GQ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0462
 GQ0462  HISTORY     - Date     Condition        Report By
 GQ0462  HISTORY     - 1970     MONUMENTED       USGS
 GQ0462
 GQ0462                          STATION DESCRIPTION
 GQ0462
 GQ0462'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0462'61.6 KM (38.30 MI) SSE FROM ST GEORGE UT.
 GQ0462'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0462'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0462'ROAD TO THE ARIZONA STATE LINE, CONTINUE 31.6 MILES SOUTH ALONG MT.
 GQ0462'TRUMBULL ROAD TO A HOUSE AND A BARN, 0.3 MILES EAST OF THE HOUSE, 0.2
 GQ0462'MILES SOUTH OF A ROAD CROSSING, 0.1 MILE EAST OF THE NORTHEAST EDGE
 GQ0462'OF A STOCK TANK DYKE, 97 FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0462'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0462'THE MARK IS 19 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0684 ***********************************************************************
 GP0684  DESIGNATION -  115 DOR
 GP0684  PID         -  GP0684
 GP0684  STATE/COUNTY-  AZ/NAVAJO
 GP0684  USGS QUAD   -  SHONTO NW (1980)
 GP0684
 GP0684                         *CURRENT SURVEY CONTROL
 GP0684  ___________________________________________________________________
 GP0684* NAD 83(1986)-  36 40 51.     (N)    110 43 58.     (W)     SCALED    
 GP0684* NAVD 88     -      2100.734  (meters)    6892.16   (feet)  ADJUSTED  
 GP0684  ___________________________________________________________________
 GP0684  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GP0684  DYNAMIC HT  -        2098.050 (meters)    6883.35  (feet)  COMP
 GP0684  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 GP0684
 GP0684  VERT ORDER  -  SECOND    CLASS 0
 GP0684
 GP0684.The horizontal coordinates were scaled from a topographic map and have
 GP0684.an estimated accuracy of +/- 6 seconds.
 GP0684
 GP0684.The orthometric height was determined by differential leveling
 GP0684.and adjusted by the National Geodetic Survey in June 1991..
 GP0684
 GP0684.The geoid height was determined by GEOID03.
 GP0684
 GP0684.The dynamic height is computed by dividing the NAVD 88
 GP0684.geopotential number by the normal gravity value computed on the
 GP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0684.degrees latitude (g = 980.6199 gals.).
 GP0684
 GP0684.The modeled gravity was interpolated from observed gravity values.
 GP0684
 GP0684;                    North         East    Units  Estimated Accuracy
 GP0684;SPC AZ E     -   630,200.      162,760.      MT  (+/- 180 meters Scaled)
 GP0684
 GP0684                          SUPERSEDED SURVEY CONTROL
 GP0684
 GP0684.No superseded survey control is available for this station.
 GP0684
 GP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF238595(NAD 83)
 GP0684_MARKER: DB = BENCH MARK DISK
 GP0684_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0684_SP_SET: COPPER-CLAD STEEL ROD
 GP0684_STAMPING: 115 DOR 1969 6889
 GP0684_MARK LOGO: USGS  
 GP0684_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0684+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0684
 GP0684  HISTORY     - Date     Condition        Report By
 GP0684  HISTORY     - 1969     MONUMENTED       USGS
 GP0684
 GP0684                          STATION DESCRIPTION
 GP0684
 GP0684'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0684'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0684'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0684'NORTH, THENCE 22.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0684'MOUNTAIN ROAD TO AN 85 FOOT SQUARE 6 FOOT HIGH LINK FENCE ENCLOSURE
 GP0684'AROUND A WATER TOWER, 35 FEET NORTHWEST OF THE ROAD, 5 FEET SOUTHWEST
 GP0684'OF THE NORTHEAST CORNER OF THE ENCLOSURE, 0.5 FEET SOUTHEAST OF THE
 GP0684'FENCE AND WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0684'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0234 ***********************************************************************
 DV0234  DESIGNATION -  1152
 DV0234  PID         -  DV0234
 DV0234  STATE/COUNTY-  AZ/MARICOPA
 DV0234  USGS QUAD   -  GLENDALE (1982)
 DV0234
 DV0234                         *CURRENT SURVEY CONTROL
 DV0234  ___________________________________________________________________
 DV0234* NAD 83(1986)-  33 32 11.     (N)    112 11 03.     (W)     SCALED    
 DV0234* NAVD 88     -       351.75   (+/-2cm)    1154.0    (feet)  VERTCON   
 DV0234  ___________________________________________________________________
 DV0234  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0234
 DV0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0234
 DV0234.The horizontal coordinates were scaled from a topographic map and have
 DV0234.an estimated accuracy of +/- 6 seconds.
 DV0234
 DV0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0234.The vertical order pertains to the NGVD 29 superseded value.
 DV0234
 DV0234.The geoid height was determined by GEOID03.
 DV0234
 DV0234;                    North         East    Units  Estimated Accuracy
 DV0234;SPC AZ C     -   281,270.      188,520.      MT  (+/- 180 meters Scaled)
 DV0234
 DV0234                          SUPERSEDED SURVEY CONTROL
 DV0234
 DV0234  NGVD 29 (??/??/92)  351.192  (m)         1152.20   (f) ADJ UNCH    2 0
 DV0234
 DV0234.Superseded values are not recommended for survey control.
 DV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0234.See file dsdata.txt to determine how the superseded data were derived.
 DV0234
 DV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900113(NAD 83)
 DV0234_MARKER: P = PIPE CAP
 DV0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0234_STAMPING: 1152 PHNX
 DV0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0234
 DV0234  HISTORY     - Date     Condition        Report By
 DV0234  HISTORY     - UNK      MONUMENTED       USGS
 DV0234  HISTORY     - 1945     GOOD             NGS
 DV0234  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0234
 DV0234                          STATION DESCRIPTION
 DV0234
 DV0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0234'IN GLENDALE.
 DV0234'AT GLENDALE, MARICOPA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 DV0234'RAILWAY, IN THE NORTH END OF THE STATION GROUNDS, 30 FEET EAST OF THE
 DV0234'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN
 DV0234'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0234'1152 PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE. NOTE-- THE
 DV0234'CAP HAS BEEN SO BADLY BATTERED THAT IT IS ALMOST IMPOSSIBLE TO READ
 DV0234'IT.  THE PIPE IS LEANING SLIGHTLY BUT IS VERY SOLID IN THE GROUND.
 DV0234
 DV0234                          STATION RECOVERY (2006)
 DV0234
 DV0234'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0327 ***********************************************************************
 DV0327  DESIGNATION -  1152
 DV0327  PID         -  DV0327
 DV0327  STATE/COUNTY-  AZ/PINAL
 DV0327  USGS QUAD   -  MARICOPA (1978)
 DV0327
 DV0327                         *CURRENT SURVEY CONTROL
 DV0327  ___________________________________________________________________
 DV0327* NAD 83(1986)-  33 04 40.     (N)    112 06 02.     (W)     SCALED    
 DV0327* NAVD 88     -       351.72   (+/-2cm)    1153.9    (feet)  VERTCON   
 DV0327  ___________________________________________________________________
 DV0327  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0327
 DV0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0327
 DV0327.The horizontal coordinates were scaled from a topographic map and have
 DV0327.an estimated accuracy of +/- 6 seconds.
 DV0327
 DV0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0327.The vertical order pertains to the NGVD 29 superseded value.
 DV0327
 DV0327.The geoid height was determined by GEOID03.
 DV0327
 DV0327;                    North         East    Units  Estimated Accuracy
 DV0327;SPC AZ C     -   230,390.      196,190.      MT  (+/- 180 meters Scaled)
 DV0327
 DV0327                          SUPERSEDED SURVEY CONTROL
 DV0327
 DV0327  NGVD 29 (??/??/92)  351.183  (m)         1152.17   (f) ADJ UNCH    2 0
 DV0327
 DV0327.Superseded values are not recommended for survey control.
 DV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0327.See file dsdata.txt to determine how the superseded data were derived.
 DV0327
 DV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972604(NAD 83)
 DV0327_MARKER: P = PIPE CAP
 DV0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0327
 DV0327  HISTORY     - Date     Condition        Report By
 DV0327  HISTORY     - UNK      MONUMENTED       USGS
 DV0327  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0327
 DV0327                          STATION DESCRIPTION
 DV0327
 DV0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0327'1.30 MI E FROM HEATON.
 DV0327'1-1/3 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0327'STATION SIGN AT HEATON, PINAL COUNTY, 0.2 MILE EAST OF BRIDGE 893 B,
 DV0327'265 FEET WEST OF MILEPOST 894, 95 FEET EAST OF THE STATION-ONE-MILE
 DV0327'SIGN, AND 50 FEET NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 DV0327'SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0033 ***********************************************************************
 CZ0033  DESIGNATION -  1156+51.34
 CZ0033  PID         -  CZ0033
 CZ0033  STATE/COUNTY-  AZ/COCHISE
 CZ0033  USGS QUAD   -  STEELE HILLS (1985)
 CZ0033
 CZ0033                         *CURRENT SURVEY CONTROL
 CZ0033  ___________________________________________________________________
 CZ0033* NAD 83(1986)-  32 08 22.     (N)    110 00 05.     (W)     SCALED    
 CZ0033* NAVD 88     -      1372.513  (meters)    4502.99   (feet)  ADJUSTED  
 CZ0033  ___________________________________________________________________
 CZ0033  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0033  DYNAMIC HT  -        1370.438 (meters)    4496.18  (feet)  COMP
 CZ0033  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CZ0033
 CZ0033  VERT ORDER  -  FIRST     CLASS II
 CZ0033
 CZ0033.The horizontal coordinates were scaled from a topographic map and have
 CZ0033.an estimated accuracy of +/- 6 seconds.
 CZ0033
 CZ0033.The orthometric height was determined by differential leveling
 CZ0033.and adjusted by the National Geodetic Survey in June 1991..
 CZ0033
 CZ0033.The geoid height was determined by GEOID03.
 CZ0033
 CZ0033.The dynamic height is computed by dividing the NAVD 88
 CZ0033.geopotential number by the normal gravity value computed on the
 CZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0033.degrees latitude (g = 980.6199 gals.).
 CZ0033
 CZ0033.The modeled gravity was interpolated from observed gravity values.
 CZ0033
 CZ0033;                    North         East    Units  Estimated Accuracy
 CZ0033;SPC AZ E     -   126,340.      228,950.      MT  (+/- 180 meters Scaled)
 CZ0033
 CZ0033                          SUPERSEDED SURVEY CONTROL
 CZ0033
 CZ0033  NGVD 29 (??/??/92) 1371.660  (m)         4500.19   (f) ADJ UNCH    1 2
 CZ0033
 CZ0033.Superseded values are not recommended for survey control.
 CZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0033.See file dsdata.txt to determine how the superseded data were derived.
 CZ0033
 CZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA941563(NAD 83)
 CZ0033_MARKER: DD = SURVEY DISK
 CZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0033_STAMPING: 1156+51.34 1958
 CZ0033_PROJECTION: PROJECTING 16 CENTIMETERS
 CZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0033+STABILITY: SURFACE MOTION
 CZ0033
 CZ0033  HISTORY     - Date     Condition        Report By
 CZ0033  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0033  HISTORY     - 1960     GOOD             NGS
 CZ0033  HISTORY     - 1979     GOOD             NGS
 CZ0033
 CZ0033                          STATION DESCRIPTION
 CZ0033
 CZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0033'23.1 MI E FROM BENSON.
 CZ0033'23.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0033'HIGHWAY 86, 0.3 MILE EAST OF MILEPOST 315, 142 FEET SOUTHEAST OF THE
 CZ0033'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 0.8 FOOT
 CZ0033'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY POST IN LINE WITH THE FENCE, SET
 CZ0033'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CZ0033
 CZ0033                          STATION RECOVERY (1979)
 CZ0033
 CZ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0033'37.3 KILOMETERS (23.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0033'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN LINE WITH THE
 CZ0033'SOUTHEAST RIGHT-OF-WAY FENCE, 43.3 METERS (142 FEET) SOUTHEAST OF
 CZ0033'THE CENTERLINE OF THE EASTBOUND LANES AND 0.3 METER (1 FOOT)
 CZ0033'SOUTHWEST OF A 10-CENTIMETER ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER.
 CZ0033'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CZ0033'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0608 ***********************************************************************
 ER0608  DESIGNATION -  116 BKC
 ER0608  PID         -  ER0608
 ER0608  STATE/COUNTY-  AZ/APACHE
 ER0608  USGS QUAD   -  MESA PARADA (1971)
 ER0608
 ER0608                         *CURRENT SURVEY CONTROL
 ER0608  ___________________________________________________________________
 ER0608* NAD 83(1986)-  34 27 37.     (N)    109 05 07.     (W)     SCALED    
 ER0608* NAVD 88     -      1929.283  (meters)    6329.66   (feet)  ADJUSTED  
 ER0608  ___________________________________________________________________
 ER0608  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 ER0608  DYNAMIC HT  -        1926.387 (meters)    6320.15  (feet)  COMP
 ER0608  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 ER0608
 ER0608  VERT ORDER  -  SECOND    CLASS 0
 ER0608
 ER0608.The horizontal coordinates were scaled from a topographic map and have
 ER0608.an estimated accuracy of +/- 6 seconds.
 ER0608
 ER0608.The orthometric height was determined by differential leveling
 ER0608.and adjusted by the National Geodetic Survey in June 1991..
 ER0608
 ER0608.The geoid height was determined by GEOID03.
 ER0608
 ER0608.The dynamic height is computed by dividing the NAVD 88
 ER0608.geopotential number by the normal gravity value computed on the
 ER0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0608.degrees latitude (g = 980.6199 gals.).
 ER0608
 ER0608.The modeled gravity was interpolated from observed gravity values.
 ER0608
 ER0608;                    North         East    Units  Estimated Accuracy
 ER0608;SPC AZ E     -   384,240.      312,710.      MT  (+/- 180 meters Scaled)
 ER0608
 ER0608                          SUPERSEDED SURVEY CONTROL
 ER0608
 ER0608.No superseded survey control is available for this station.
 ER0608
 ER0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD758148(NAD 83)
 ER0608_MARKER: DB = BENCH MARK DISK
 ER0608_SETTING: 66 = SET IN ROCK OUTCROP
 ER0608_SP_SET: ROCK OUTCROP
 ER0608_STAMPING: 116 BKC 1968 6327
 ER0608_MARK LOGO: USGS  
 ER0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0608+STABILITY: POSITION/ELEVATION WELL
 ER0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0608+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0608
 ER0608  HISTORY     - Date     Condition        Report By
 ER0608  HISTORY     - 1968     MONUMENTED       USGS
 ER0608
 ER0608                          STATION DESCRIPTION
 ER0608
 ER0608'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0608'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0608'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0608'238 FEET EAST OF A Y-ROAD SOUTH AND 76 FEET NORTH OF A Y-ROAD
 ER0608'NORTHEAST, 2 FEET SOUTH OF A WITNESS POST, SET IN A SANDSTONE ROCK
 ER0608'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0579 ***********************************************************************
 ER0579  DESIGNATION -  116 DOR
 ER0579  PID         -  ER0579
 ER0579  STATE/COUNTY-  AZ/APACHE
 ER0579  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0579
 ER0579                         *CURRENT SURVEY CONTROL
 ER0579  ___________________________________________________________________
 ER0579* NAD 83(1986)-  34 41 20.     (N)    109 25 16.     (W)     SCALED    
 ER0579* NAVD 88     -      1725.967  (meters)    5662.61   (feet)  ADJUSTED  
 ER0579  ___________________________________________________________________
 ER0579  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 ER0579  DYNAMIC HT  -        1723.507 (meters)    5654.54  (feet)  COMP
 ER0579  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ER0579
 ER0579  VERT ORDER  -  SECOND    CLASS II
 ER0579
 ER0579.The horizontal coordinates were scaled from a topographic map and have
 ER0579.an estimated accuracy of +/- 6 seconds.
 ER0579
 ER0579.The orthometric height was determined by differential leveling
 ER0579.and adjusted by the National Geodetic Survey in June 1991..
 ER0579
 ER0579.The geoid height was determined by GEOID03.
 ER0579
 ER0579.The dynamic height is computed by dividing the NAVD 88
 ER0579.geopotential number by the normal gravity value computed on the
 ER0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0579.degrees latitude (g = 980.6199 gals.).
 ER0579
 ER0579.The modeled gravity was interpolated from observed gravity values.
 ER0579
 ER0579;                    North         East    Units  Estimated Accuracy
 ER0579;SPC AZ E     -   409,320.      281,670.      MT  (+/- 180 meters Scaled)
 ER0579
 ER0579                          SUPERSEDED SURVEY CONTROL
 ER0579
 ER0579.No superseded survey control is available for this station.
 ER0579
 ER0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD446396(NAD 83)
 ER0579_MARKER: DB = BENCH MARK DISK
 ER0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0579_SP_SET: CONCRETE POST
 ER0579_STAMPING: 116 DOR 1972 5660
 ER0579_MARK LOGO: USGS  
 ER0579_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0579+STABILITY: SURFACE MOTION
 ER0579
 ER0579  HISTORY     - Date     Condition        Report By
 ER0579  HISTORY     - 1972     MONUMENTED       USGS
 ER0579
 ER0579                          STATION DESCRIPTION
 ER0579
 ER0579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0579'39.7 KM (24.70 MI) NNW FROM ST JOHNS.
 ER0579'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0579'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0579'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TOWARD
 ER0579'NAVAJO TO A T-ROAD EAST, THENCE 4.5 MILES EAST, 63 FEET NORTH OF A
 ER0579'USBLM CADASTRAL SURVEY BRASS CAP STAMPED -T15N R27E R28E S24 S19 S25
 ER0579'S30 1963-, 35 FEET SOUTH OF THE ROAD AT A GATE, AND 2.0 FEET EAST OF
 ER0579'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0463 ***********************************************************************
 GQ0463  DESIGNATION -  116 DOR
 GQ0463  PID         -  GQ0463
 GQ0463  STATE/COUNTY-  AZ/MOHAVE
 GQ0463  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0463
 GQ0463                         *CURRENT SURVEY CONTROL
 GQ0463  ___________________________________________________________________
 GQ0463* NAD 83(1986)-  36 37 44.     (N)    113 25 48.     (W)     SCALED    
 GQ0463* NAVD 88     -      1535.614  (meters)    5038.09   (feet)  POSTED    
 GQ0463  ___________________________________________________________________
 GQ0463  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0463  DYNAMIC HT  -        1533.840 (meters)    5032.27  (feet)  COMP
 GQ0463  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 GQ0463
 GQ0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0463
 GQ0463.The horizontal coordinates were scaled from a topographic map and have
 GQ0463.an estimated accuracy of +/- 6 seconds.
 GQ0463
 GQ0463.The orthometric height was determined by differential leveling
 GQ0463.and adjusted by the National Geodetic Survey in 1992..
 GQ0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0463.rate of 0.0 thru 1.0 mm/km.
 GQ0463
 GQ0463.The geoid height was determined by GEOID03.
 GQ0463
 GQ0463.The dynamic height is computed by dividing the NAVD 88
 GQ0463.geopotential number by the normal gravity value computed on the
 GQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0463.degrees latitude (g = 980.6199 gals.).
 GQ0463
 GQ0463.The modeled gravity was interpolated from observed gravity values.
 GQ0463
 GQ0463;                    North         East    Units  Estimated Accuracy
 GQ0463;SPC AZ W     -   624,360.      241,980.      MT  (+/- 180 meters Scaled)
 GQ0463
 GQ0463                          SUPERSEDED SURVEY CONTROL
 GQ0463
 GQ0463.No superseded survey control is available for this station.
 GQ0463
 GQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF827564(NAD 83)
 GQ0463_MARKER: DB = BENCH MARK DISK
 GQ0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0463_SP_SET: COPPER-CLAD STEEL ROD
 GQ0463_STAMPING: 116 DOR 1970 5035
 GQ0463_MARK LOGO: USGS  
 GQ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0463
 GQ0463  HISTORY     - Date     Condition        Report By
 GQ0463  HISTORY     - 1970     MONUMENTED       USGS
 GQ0463
 GQ0463                          STATION DESCRIPTION
 GQ0463
 GQ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0463'63.4 KM (39.40 MI) SSE FROM ST GEORGE UT.
 GQ0463'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0463'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0463'ROAD TO THE ARIZONA STATE LINE, CONTINUE 32.7 MILES SOUTH ALONG MT.
 GQ0463'TRUMBULL ROAD, 75 FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0463'THE MARK IS 2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0685 ***********************************************************************
 GP0685  DESIGNATION -  116 DOR
 GP0685  PID         -  GP0685
 GP0685  STATE/COUNTY-  AZ/NAVAJO
 GP0685  USGS QUAD   -  SHONTO NW (1980)
 GP0685
 GP0685                         *CURRENT SURVEY CONTROL
 GP0685  ___________________________________________________________________
 GP0685* NAD 83(1986)-  36 41 32.     (N)    110 43 23.     (W)     SCALED    
 GP0685* NAVD 88     -      2116.637  (meters)    6944.33   (feet)  ADJUSTED  
 GP0685  ___________________________________________________________________
 GP0685  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GP0685  DYNAMIC HT  -        2113.936 (meters)    6935.47  (feet)  COMP
 GP0685  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 GP0685
 GP0685  VERT ORDER  -  SECOND    CLASS 0
 GP0685
 GP0685.The horizontal coordinates were scaled from a topographic map and have
 GP0685.an estimated accuracy of +/- 6 seconds.
 GP0685
 GP0685.The orthometric height was determined by differential leveling
 GP0685.and adjusted by the National Geodetic Survey in June 1991..
 GP0685
 GP0685.The geoid height was determined by GEOID03.
 GP0685
 GP0685.The dynamic height is computed by dividing the NAVD 88
 GP0685.geopotential number by the normal gravity value computed on the
 GP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0685.degrees latitude (g = 980.6199 gals.).
 GP0685
 GP0685.The modeled gravity was interpolated from observed gravity values.
 GP0685
 GP0685;                    North         East    Units  Estimated Accuracy
 GP0685;SPC AZ E     -   631,460.      163,640.      MT  (+/- 180 meters Scaled)
 GP0685
 GP0685                          SUPERSEDED SURVEY CONTROL
 GP0685
 GP0685.No superseded survey control is available for this station.
 GP0685
 GP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF247607(NAD 83)
 GP0685_MARKER: DB = BENCH MARK DISK
 GP0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0685_SP_SET: COPPER-CLAD STEEL ROD
 GP0685_STAMPING: 116 DOR 1969 6941
 GP0685_MARK LOGO: USGS  
 GP0685_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0685+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0685
 GP0685  HISTORY     - Date     Condition        Report By
 GP0685  HISTORY     - 1969     MONUMENTED       USGS
 GP0685
 GP0685                          STATION DESCRIPTION
 GP0685
 GP0685'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0685'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0685'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0685'NORTH, THENCE 23.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0685'MOUNTAIN ROAD, 55 FEET WEST-NORTHWEST AND 3 FEET HIGHER THAN THE
 GP0685'ROAD, 2 FEET NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0685'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0209 ***********************************************************************
 DV0209  DESIGNATION -  1161.38
 DV0209  PID         -  DV0209
 DV0209  STATE/COUNTY-  AZ/MARICOPA
 DV0209  USGS QUAD   -  GLENDALE (1982)
 DV0209
 DV0209                         *CURRENT SURVEY CONTROL
 DV0209  ___________________________________________________________________
 DV0209* NAD 83(1986)-  33 33 07.     (N)    112 11 10.     (W)     SCALED    
 DV0209* NAVD 88     -       354.53   (+/-2cm)    1163.2    (feet)  VERTCON   
 DV0209  ___________________________________________________________________
 DV0209  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0209
 DV0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0209
 DV0209.The horizontal coordinates were scaled from a topographic map and have
 DV0209.an estimated accuracy of +/- 6 seconds.
 DV0209
 DV0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0209.The vertical order pertains to the NGVD 29 superseded value.
 DV0209
 DV0209.The geoid height was determined by GEOID03.
 DV0209
 DV0209;                    North         East    Units  Estimated Accuracy
 DV0209;SPC AZ C     -   282,990.      188,340.      MT  (+/- 180 meters Scaled)
 DV0209
 DV0209                          SUPERSEDED SURVEY CONTROL
 DV0209
 DV0209  NGVD 29 (??/??/92)  353.983  (m)         1161.36   (f) ADJ UNCH    2 0
 DV0209
 DV0209.Superseded values are not recommended for survey control.
 DV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0209.See file dsdata.txt to determine how the superseded data were derived.
 DV0209
 DV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC898131(NAD 83)
 DV0209_MARKER: X = CHISELED CROSS
 DV0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0209_SP_SET: CULVERT
 DV0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0209
 DV0209  HISTORY     - Date     Condition        Report By
 DV0209  HISTORY     - UNK      MONUMENTED       RBNF
 DV0209  HISTORY     - 1945     GOOD             NGS
 DV0209
 DV0209                          STATION DESCRIPTION
 DV0209
 DV0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0209'1.1 MI N FROM GLENDALE.
 DV0209'1.1 MILES NORTH ALONG LATERAL NO. 18 FROM THE STATION AT GLENDALE, A
 DV0209'CHISELED CROSS CUT ON THE SOUTH END OF THE WEST HEADWALL OF IRRIGATION
 DV0209'DITCH CULVERT, 48 FEET SOUTH OF CENTER-LINE OF EAST-WEST ROAD, 16 FEET
 DV0209'WEST OF CENTER-LINE OF MAIN ROAD, 3.2 FEET NORTHEAST OF SOUTHWEST END
 DV0209'OF THE SOUTH WINGWALL, 1 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1750 ***********************************************************************
 DV1750  DESIGNATION -  1163.46
 DV1750  PID         -  DV1750
 DV1750  STATE/COUNTY-  AZ/MARICOPA
 DV1750  USGS QUAD   -  EL MIRAGE (1982)
 DV1750
 DV1750                         *CURRENT SURVEY CONTROL
 DV1750  ___________________________________________________________________
 DV1750* NAD 83(1986)-  33 36 36.     (N)    112 15 10.     (W)     SCALED    
 DV1750* NAVD 88     -       355.138  (meters)    1165.15   (feet)  ADJUSTED  
 DV1750  ___________________________________________________________________
 DV1750  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1750  DYNAMIC HT  -         354.728 (meters)    1163.80  (feet)  COMP
 DV1750  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV1750
 DV1750  VERT ORDER  -  SECOND    CLASS I
 DV1750
 DV1750.The horizontal coordinates were scaled from a topographic map and have
 DV1750.an estimated accuracy of +/- 6 seconds.
 DV1750
 DV1750.The orthometric height was determined by differential leveling
 DV1750.and adjusted by the National Geodetic Survey in November 1993..
 DV1750
 DV1750.The geoid height was determined by GEOID03.
 DV1750
 DV1750.The dynamic height is computed by dividing the NAVD 88
 DV1750.geopotential number by the normal gravity value computed on the
 DV1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1750.degrees latitude (g = 980.6199 gals.).
 DV1750
 DV1750.The modeled gravity was interpolated from observed gravity values.
 DV1750
 DV1750;                    North         East    Units  Estimated Accuracy
 DV1750;SPC AZ C     -   289,450.      182,170.      MT  (+/- 180 meters Scaled)
 DV1750
 DV1750                          SUPERSEDED SURVEY CONTROL
 DV1750
 DV1750.No superseded survey control is available for this station.
 DV1750
 DV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC837196(NAD 83)
 DV1750_MARKER: DB = BENCH MARK DISK
 DV1750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1750_SP_SET: CONCRETE ABUTMENT
 DV1750_STAMPING: 1163.46
 DV1750_MARK LOGO: AZ-013
 DV1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1750+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1750
 DV1750  HISTORY     - Date     Condition        Report By
 DV1750  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1750  HISTORY     - 1982     GOOD             AZDT
 DV1750  HISTORY     - 20020330 POOR             USPSQD
 DV1750  HISTORY     - 20051201 GOOD             USPSQD
 DV1750
 DV1750                          STATION DESCRIPTION
 DV1750
 DV1750'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1750'7.73 KM (4.8 MI) NORTH FROM PEORIA.
 DV1750'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL WEST ALONG OLIVE
 DV1750'AVENUE FOR 1.0 MI (1.61 KM) TO 99TH AVENUE, THENCE NORTH FOR 3.0 MI
 DV1750'(4.83 KM) TO THUNDERBIRD ROAD, THENCE EAST FOR 0.8 MI (1.29 KM) AND
 DV1750'THE MARK ON THE SOUTHWEST CORNER OF BRIDGE, 6.0 FT (1.83 METERS) WEST
 DV1750'OF AN EXPANSION JOINT, 2.8 FT (0.85 METERS) ABOVE SIDEWALK ON HANDRAIL
 DV1750'ABOVE ABUTMENT, A STANDARD MARICOPA BRASS CAP.
 DV1750
 DV1750                          STATION RECOVERY (2002)
 DV1750
 DV1750'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1750'MARK RECOVERED IN POOR CONDITION.
 DV1750
 DV1750                          STATION RECOVERY (2005)
 DV1750
 DV1750'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1750'RECOVERED AS DESCRIBED. IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1058 ***********************************************************************
 DA1058  DESIGNATION -  1165+00
 DA1058  PID         -  DA1058
 DA1058  STATE/COUNTY-  AZ/YUMA
 DA1058  USGS QUAD   -  TACNA (1982)
 DA1058
 DA1058                         *CURRENT SURVEY CONTROL
 DA1058  ___________________________________________________________________
 DA1058* NAD 83(1986)-  32 41 55.     (N)    113 56 31.     (W)     SCALED    
 DA1058* NAVD 88     -       106.590  (meters)     349.70   (feet)  ADJUSTED  
 DA1058  ___________________________________________________________________
 DA1058  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DA1058  DYNAMIC HT  -         106.467 (meters)     349.30  (feet)  COMP
 DA1058  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 DA1058
 DA1058  VERT ORDER  -  FIRST     CLASS II
 DA1058
 DA1058.The horizontal coordinates were scaled from a topographic map and have
 DA1058.an estimated accuracy of +/- 6 seconds.
 DA1058
 DA1058.The orthometric height was determined by differential leveling
 DA1058.and adjusted by the National Geodetic Survey in June 1991..
 DA1058
 DA1058.The geoid height was determined by GEOID03.
 DA1058
 DA1058.The dynamic height is computed by dividing the NAVD 88
 DA1058.geopotential number by the normal gravity value computed on the
 DA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1058.degrees latitude (g = 980.6199 gals.).
 DA1058
 DA1058.The modeled gravity was interpolated from observed gravity values.
 DA1058
 DA1058;                    North         East    Units  Estimated Accuracy
 DA1058;SPC AZ W     -   188,350.      195,360.      MT  (+/- 180 meters Scaled)
 DA1058
 DA1058                          SUPERSEDED SURVEY CONTROL
 DA1058
 DA1058.No superseded survey control is available for this station.
 DA1058
 DA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB241217(NAD 83)
 DA1058_MARKER: DD = SURVEY DISK
 DA1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1058_SP_SET: BRIDGE
 DA1058_STAMPING: 348.01 1165+00 1941
 DA1058_MARK LOGO: AZHD  
 DA1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1058
 DA1058  HISTORY     - Date     Condition        Report By
 DA1058  HISTORY     - 1941     MONUMENTED       AZHD
 DA1058  HISTORY     - 1952     GOOD             NGS
 DA1058  HISTORY     - 1981     GOOD             NGS
 DA1058  HISTORY     - 1981     GOOD             NGS
 DA1058
 DA1058                          STATION DESCRIPTION
 DA1058
 DA1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1058'11.2 MI E FROM WELLTON.
 DA1058'11.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1058'WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH RAIL OF A
 DA1058'HIGHWAY BRIDGE OVER A SMALL WASH, 0.6 MILES EAST OF RALPHS MILL AND
 DA1058'THE POST OFFICE BUILDING, 11.3 MILES WEST OF MOHAWK, 150 FEET NORTH OF
 DA1058'RAILROAD BRIDGE NO. 781.49, 18 FEET SOUTH OF THE CENTER LINE OF THE
 DA1058'HIGHWAY, AND 0.9 FOOT ABOVE THE HIGHWAY.
 DA1058
 DA1058                          STATION RECOVERY (1981)
 DA1058
 DA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1058'1.05 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1058'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1058'HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1058'HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF TH NORTHEAST END  OF THE
 DA1058'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1058'HEADWALL.
 DA1058'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1058
 DA1058                          STATION RECOVERY (1981)
 DA1058
 DA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1058'1.05 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1058'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1058'HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1058'HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF TH NORTHEAST END  OF THE
 DA1058'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1058'HEADWALL.
 DA1058'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0070 ***********************************************************************
 CG0070  DESIGNATION -  1165+20
 CG0070  PID         -  CG0070
 CG0070  STATE/COUNTY-  AZ/COCHISE
 CG0070  USGS QUAD   -  MESCAL (1983)
 CG0070
 CG0070                         *CURRENT SURVEY CONTROL
 CG0070  ___________________________________________________________________
 CG0070* NAD 83(1986)-  31 57 46.     (N)    110 22 47.     (W)     SCALED    
 CG0070* NAVD 88     -      1270.141  (meters)    4167.12   (feet)  ADJUSTED  
 CG0070  ___________________________________________________________________
 CG0070  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0070  DYNAMIC HT  -        1268.232 (meters)    4160.86  (feet)  COMP
 CG0070  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 CG0070  OBS GRAVITY -     979,088.2   (mgal)                       GRAV_OBS
 CG0070
 CG0070  VERT ORDER  -  FIRST     CLASS II
 CG0070
 CG0070.The horizontal coordinates were scaled from a topographic map and have
 CG0070.an estimated accuracy of +/- 6 seconds.
 CG0070
 CG0070.The orthometric height was determined by differential leveling
 CG0070.and adjusted by the National Geodetic Survey in June 1991..
 CG0070
 CG0070.The geoid height was determined by GEOID03.
 CG0070
 CG0070.The dynamic height is computed by dividing the NAVD 88
 CG0070.geopotential number by the normal gravity value computed on the
 CG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0070.degrees latitude (g = 980.6199 gals.).
 CG0070
 CG0070.The modeled gravity was interpolated from observed gravity values.
 CG0070.The observed gravity was obtained from relative gravimeter ties
 CG0070.to the IGSN71 gravity network.
 CG0070
 CG0070;                    North         East    Units  Estimated Accuracy
 CG0070;SPC AZ E     -   106,760.      193,220.      MT  (+/- 180 meters Scaled)
 CG0070
 CG0070                          SUPERSEDED SURVEY CONTROL
 CG0070
 CG0070  NGVD 29 (??/??/92) 1269.308  (m)         4164.39   (f) ADJ UNCH    1 2
 CG0070
 CG0070.Superseded values are not recommended for survey control.
 CG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0070.See file dsdata.txt to determine how the superseded data were derived.
 CG0070
 CG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA586364(NAD 83)
 CG0070_MARKER: DD = SURVEY DISK
 CG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0070_SP_SET: CULVERT
 CG0070_STAMPING: 1165-20 4165-77 1958
 CG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0070
 CG0070  HISTORY     - Date     Condition        Report By
 CG0070  HISTORY     - 1958     MONUMENTED       AZHD
 CG0070  HISTORY     - 1960     GOOD             NGS
 CG0070  HISTORY     - 1979     GOOD             NGS
 CG0070
 CG0070                          STATION DESCRIPTION
 CG0070
 CG0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0070'5.3 MI W FROM BENSON.
 CG0070'5.3 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0070'80, 34 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CG0070'4 FEET LOWER THAN HIGHWAY, SET IN SOUTH HEADWALL.
 CG0070
 CG0070                          STATION RECOVERY (1979)
 CG0070
 CG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0070'4.8 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0070'OVERPASS AT BENSON, AT A DOUBLE 6- BY 8-FOOT BOX CULVERT, IN THE TOP
 CG0070'CENTER OF THE SOUTH HEADWALL, 34 FEET SOUTH OF THE CENTERLINE OF THE
 CG0070'EASTBOUND TRAFFIC LANES.
 CG0070'THE MARK IS 4 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0054 ***********************************************************************
 EU0054  DESIGNATION -  1169.69
 EU0054  PID         -  EU0054
 EU0054  STATE/COUNTY-  AZ/MOHAVE
 EU0054  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0054
 EU0054                         *CURRENT SURVEY CONTROL
 EU0054  ___________________________________________________________________
 EU0054* NAD 83(1986)-  34 44 13.     (N)    114 15 02.     (W)     SCALED    
 EU0054* NAVD 88     -       357.17   (+/-2cm)    1171.8    (feet)  VERTCON   
 EU0054  ___________________________________________________________________
 EU0054  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EU0054
 EU0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0054
 EU0054.The horizontal coordinates were scaled from a topographic map and have
 EU0054.an estimated accuracy of +/- 6 seconds.
 EU0054
 EU0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0054.The vertical order pertains to the NGVD 29 superseded value.
 EU0054
 EU0054.The geoid height was determined by GEOID03.
 EU0054
 EU0054;                    North         East    Units  Estimated Accuracy
 EU0054;SPC AZ W     -   414,520.      167,520.      MT  (+/- 180 meters Scaled)
 EU0054
 EU0054                          SUPERSEDED SURVEY CONTROL
 EU0054
 EU0054  NGVD 29 (??/??/??)  356.479  (m)         1169.55   (f) ADJUSTED    2 0
 EU0054
 EU0054.Superseded values are not recommended for survey control.
 EU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0054.See file dsdata.txt to determine how the superseded data were derived.
 EU0054
 EU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU517473(NAD 83)
 EU0054_MARKER: DD = SURVEY DISK
 EU0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0054_SP_SET: BRIDGE CURB
 EU0054_STAMPING: 1169.69 719X3850 1951
 EU0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0054
 EU0054  HISTORY     - Date     Condition        Report By
 EU0054  HISTORY     - 1951     MONUMENTED       AZHD
 EU0054  HISTORY     - 1961     GOOD             NGS
 EU0054  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0054
 EU0054                          STATION DESCRIPTION
 EU0054
 EU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0054'12.5 MI SW FROM YUCCA.
 EU0054'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0054'YUCCA, THENCE 12.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0054'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE CURB OF A 110
 EU0054'FOOT CONCRETE BRIDGE OVER FRANCONIA WASH, 15 FEET SOUTH-SOUTHWEST
 EU0054'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE
 EU0054'THE LEVEL OF THE HIGHWAY.
 EU0054
 EU0054                          STATION RECOVERY (1981)
 EU0054
 EU0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0054'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0446 ***********************************************************************
 CY0446  DESIGNATION -  117
 CY0446  PID         -  CY0446
 CY0446  STATE/COUNTY-  AZ/COCHISE
 CY0446  USGS QUAD   -  LUZENA (1979)
 CY0446
 CY0446                         *CURRENT SURVEY CONTROL
 CY0446  ___________________________________________________________________
 CY0446* NAD 83(1986)-  32 21 05.     (N)    109 35 12.     (W)     SCALED    
 CY0446* NAVD 88     -      1209.92   (+/-2cm)    3969.5    (feet)  VERTCON   
 CY0446  ___________________________________________________________________
 CY0446  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0446
 CY0446  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0446
 CY0446.The horizontal coordinates were scaled from a topographic map and have
 CY0446.an estimated accuracy of +/- 6 seconds.
 CY0446
 CY0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0446.The vertical order pertains to the NGVD 29 superseded value.
 CY0446
 CY0446.The geoid height was determined by GEOID03.
 CY0446
 CY0446;                    North         East    Units  Estimated Accuracy
 CY0446;SPC AZ E     -   149,980.      267,950.      MT  (+/- 180 meters Scaled)
 CY0446
 CY0446                          SUPERSEDED SURVEY CONTROL
 CY0446
 CY0446  NGVD 29 (??/??/92) 1209.117  (m)         3966.91   (f) ADJ UNCH    1 2
 CY0446
 CY0446.Superseded values are not recommended for survey control.
 CY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0446.See file dsdata.txt to determine how the superseded data were derived.
 CY0446
 CY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA329802(NAD 83)
 CY0446_MARKER: P = PIPE CAP
 CY0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0446_STAMPING: 117 H 1907
 CY0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0446
 CY0446  HISTORY     - Date     Condition        Report By
 CY0446  HISTORY     - 1907     MONUMENTED       USGS
 CY0446  HISTORY     - 1952     GOOD             NGS
 CY0446
 CY0446                          STATION DESCRIPTION
 CY0446
 CY0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0446'6.05 MI W FROM BOWIE.
 CY0446'6.05 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0446'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE 1092, 0.15 MILE EAST OF A
 CY0446'CULVERT, 103.0 FEET NORTH OF THE NORTH RAIL, 78 1/2 FEET NORTHEAST OF
 CY0446'A POWER POLE MARKED WITH WHITE PAINTED BLAZE AND ARROW, 5.0 FEET SOUTH
 CY0446'OF THE CENTER LINE OF A TRACK ROAD, 2.9 FEET NORTH OF A FENCE, 2.0
 CY0446'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN
 CY0446'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.6 FOOT ABOVE THE
 CY0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1814 ***********************************************************************
 DV1814  DESIGNATION -  117 A
 DV1814  PID         -  DV1814
 DV1814  STATE/COUNTY-  AZ/MARICOPA
 DV1814  USGS QUAD   -  UNION HILLS (1981)
 DV1814
 DV1814                         *CURRENT SURVEY CONTROL
 DV1814  ___________________________________________________________________
 DV1814* NAD 83(1986)-  33 40 05.     (N)    112 05 30.     (W)     SCALED    
 DV1814* NAVD 88     -       430.353  (meters)    1411.92   (feet)  ADJUSTED  
 DV1814  ___________________________________________________________________
 DV1814  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV1814  DYNAMIC HT  -         429.850 (meters)    1410.27  (feet)  COMP
 DV1814  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 DV1814
 DV1814  VERT ORDER  -  SECOND    CLASS I
 DV1814
 DV1814.The horizontal coordinates were scaled from a topographic map and have
 DV1814.an estimated accuracy of +/- 6 seconds.
 DV1814
 DV1814.The orthometric height was determined by differential leveling
 DV1814.and adjusted by the National Geodetic Survey in November 1993..
 DV1814
 DV1814.The geoid height was determined by GEOID03.
 DV1814
 DV1814.The dynamic height is computed by dividing the NAVD 88
 DV1814.geopotential number by the normal gravity value computed on the
 DV1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1814.degrees latitude (g = 980.6199 gals.).
 DV1814
 DV1814.The modeled gravity was interpolated from observed gravity values.
 DV1814
 DV1814;                    North         East    Units  Estimated Accuracy
 DV1814;SPC AZ C     -   295,850.      197,130.      MT  (+/- 180 meters Scaled)
 DV1814
 DV1814                          SUPERSEDED SURVEY CONTROL
 DV1814
 DV1814.No superseded survey control is available for this station.
 DV1814
 DV1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987258(NAD 83)
 DV1814_MARKER: DB = BENCH MARK DISK
 DV1814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1814_SP_SET: CONCRETE CURB
 DV1814_STAMPING: 117 A
 DV1814_MARK LOGO: AZDT  
 DV1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1814
 DV1814  HISTORY     - Date     Condition        Report By
 DV1814  HISTORY     - UNK      MONUMENTED       AZDT
 DV1814  HISTORY     - 1984     GOOD             AZDT
 DV1814
 DV1814                          STATION DESCRIPTION
 DV1814
 DV1814'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1814'IN PHOENIX.
 DV1814'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1814'TRAVEL EAST ALONG BEARDSLY ROAD FOR 2.01 KM (1.25 MI) TO 15TH AVENUE,
 DV1814'THENCE SOUTH ON 15TH AVENUE FOR 76.20 METERS (250.0 FT) TO THE MARK ON
 DV1814'THE LEFT, 6.37 METERS (20.9 FT) EAST OF CENTERLINE OF 15TH AVENUE AT
 DV1814'THE JUNCTION OF MENADOTA DRIVE, 3.47 METERS (11.4 FT) WEST OF
 DV1814'NORTHWEST CORNER OF WIRE-MESH-FENCE AROUND A SCHOOL YARD, 11.22 METERS
 DV1814'(36.8 FT) SOUTH OF A POWER POLE, AND A STANDARD AZDT ALUMINUM CAP
 DV1814'EPOXIED ON THE EAST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1830 ***********************************************************************
 DV1830  DESIGNATION -  117 B
 DV1830  PID         -  DV1830
 DV1830  STATE/COUNTY-  AZ/MARICOPA
 DV1830  USGS QUAD   -  UNION HILLS (1981)
 DV1830
 DV1830                         *CURRENT SURVEY CONTROL
 DV1830  ___________________________________________________________________
 DV1830* NAD 83(1986)-  33 40 10.     (N)    112 01 20.     (W)     SCALED    
 DV1830* NAVD 88     -       458.077  (meters)    1502.87   (feet)  ADJUSTED  
 DV1830  ___________________________________________________________________
 DV1830  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV1830  DYNAMIC HT  -         457.541 (meters)    1501.12  (feet)  COMP
 DV1830  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1830
 DV1830  VERT ORDER  -  SECOND    CLASS I
 DV1830
 DV1830.The horizontal coordinates were scaled from a topographic map and have
 DV1830.an estimated accuracy of +/- 6 seconds.
 DV1830
 DV1830.The orthometric height was determined by differential leveling
 DV1830.and adjusted by the National Geodetic Survey in November 1993..
 DV1830
 DV1830.The geoid height was determined by GEOID03.
 DV1830
 DV1830.The dynamic height is computed by dividing the NAVD 88
 DV1830.geopotential number by the normal gravity value computed on the
 DV1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1830.degrees latitude (g = 980.6199 gals.).
 DV1830
 DV1830.The modeled gravity was interpolated from observed gravity values.
 DV1830
 DV1830;                    North         East    Units  Estimated Accuracy
 DV1830;SPC AZ C     -   296,000.      203,570.      MT  (+/- 180 meters Scaled)
 DV1830
 DV1830                          SUPERSEDED SURVEY CONTROL
 DV1830
 DV1830.No superseded survey control is available for this station.
 DV1830
 DV1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC052259(NAD 83)
 DV1830_MARKER: DB = BENCH MARK DISK
 DV1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1830_SP_SET: CONCRETE HEADWALL
 DV1830_STAMPING: 117 B 1983
 DV1830_MARK LOGO: AZDT  
 DV1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1830+STABILITY: SURFACE MOTION
 DV1830
 DV1830  HISTORY     - Date     Condition        Report By
 DV1830  HISTORY     - 1983     MONUMENTED       AZDT
 DV1830  HISTORY     - 1984     GOOD             AZDT
 DV1830  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1830
 DV1830                          STATION DESCRIPTION
 DV1830
 DV1830'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1830'IN PHOENIX.
 DV1830'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1830'TRAVEL EAST ALONG BEARDSLY ROAD FOR 8.553 KM (5.30 MI) TO THE MARK ON
 DV1830'THE LEFT, 7.21 METERS (23.65 FT) NORTH OF CENTERLINE OF ROAD,
 DV1830'16.8 METERS (55.2 FT) NORTHEAST OF POWER POLE PS174719, 48.74 METERS
 DV1830'(151.9 FT) WEST OF THE INTERSECTION OF 29TH STREET, AND AN AZDT
 DV1830'ALUMINUM CAP EPOXIED ON A HEADWALL.
 DV1830
 DV1830                          STATION RECOVERY (2004)
 DV1830
 DV1830'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0609 ***********************************************************************
 ER0609  DESIGNATION -  117 BKC
 ER0609  PID         -  ER0609
 ER0609  STATE/COUNTY-  AZ/APACHE
 ER0609  USGS QUAD   -  MESA PARADA (1971)
 ER0609
 ER0609                         *CURRENT SURVEY CONTROL
 ER0609  ___________________________________________________________________
 ER0609* NAD 83(1986)-  34 26 46.     (N)    109 04 57.     (W)     SCALED    
 ER0609* NAVD 88     -      1924.397  (meters)    6313.63   (feet)  ADJUSTED  
 ER0609  ___________________________________________________________________
 ER0609  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0609  DYNAMIC HT  -        1921.491 (meters)    6304.09  (feet)  COMP
 ER0609  MODELED GRAV-     979,057.3   (mgal)                       NAVD 88
 ER0609
 ER0609  VERT ORDER  -  SECOND    CLASS 0
 ER0609
 ER0609.The horizontal coordinates were scaled from a topographic map and have
 ER0609.an estimated accuracy of +/- 6 seconds.
 ER0609
 ER0609.The orthometric height was determined by differential leveling
 ER0609.and adjusted by the National Geodetic Survey in June 1991..
 ER0609
 ER0609.The geoid height was determined by GEOID03.
 ER0609
 ER0609.The dynamic height is computed by dividing the NAVD 88
 ER0609.geopotential number by the normal gravity value computed on the
 ER0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0609.degrees latitude (g = 980.6199 gals.).
 ER0609
 ER0609.The modeled gravity was interpolated from observed gravity values.
 ER0609
 ER0609;                    North         East    Units  Estimated Accuracy
 ER0609;SPC AZ E     -   382,670.      312,990.      MT  (+/- 180 meters Scaled)
 ER0609
 ER0609                          SUPERSEDED SURVEY CONTROL
 ER0609
 ER0609.No superseded survey control is available for this station.
 ER0609
 ER0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD761132(NAD 83)
 ER0609_MARKER: DB = BENCH MARK DISK
 ER0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0609_SP_SET: COPPER-CLAD STEEL ROD
 ER0609_STAMPING: 117 BKC 1968 6314
 ER0609_MARK LOGO: USGS  
 ER0609_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0609+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0609
 ER0609  HISTORY     - Date     Condition        Report By
 ER0609  HISTORY     - 1968     MONUMENTED       USGS
 ER0609
 ER0609                          STATION DESCRIPTION
 ER0609
 ER0609'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0609'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0609'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0609'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 46 FEET WEST OF THE ROAD,
 ER0609'3.5 FEET EAST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0609'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1749 ***********************************************************************
 DU1749  DESIGNATION -  117 C
 DU1749  PID         -  DU1749
 DU1749  STATE/COUNTY-  AZ/MARICOPA
 DU1749  USGS QUAD   -  CURRYS CORNER (1982)
 DU1749
 DU1749                         *CURRENT SURVEY CONTROL
 DU1749  ___________________________________________________________________
 DU1749* NAD 83(1986)-  33 39 50.     (N)    111 58 39.     (W)     SCALED    
 DU1749* NAVD 88     -       466.442  (meters)    1530.32   (feet)  ADJUSTED  
 DU1749  ___________________________________________________________________
 DU1749  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1749  DYNAMIC HT  -         465.887 (meters)    1528.50  (feet)  COMP
 DU1749  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 DU1749
 DU1749  VERT ORDER  -  SECOND    CLASS I
 DU1749
 DU1749.The horizontal coordinates were scaled from a topographic map and have
 DU1749.an estimated accuracy of +/- 6 seconds.
 DU1749
 DU1749.The orthometric height was determined by differential leveling
 DU1749.and adjusted by the National Geodetic Survey in November 1993..
 DU1749
 DU1749.The geoid height was determined by GEOID03.
 DU1749
 DU1749.The dynamic height is computed by dividing the NAVD 88
 DU1749.geopotential number by the normal gravity value computed on the
 DU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1749.degrees latitude (g = 980.6199 gals.).
 DU1749
 DU1749.The modeled gravity was interpolated from observed gravity values.
 DU1749
 DU1749;                    North         East    Units  Estimated Accuracy
 DU1749;SPC AZ C     -   295,380.      207,720.      MT  (+/- 180 meters Scaled)
 DU1749
 DU1749                          SUPERSEDED SURVEY CONTROL
 DU1749
 DU1749.No superseded survey control is available for this station.
 DU1749
 DU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC093253(NAD 83)
 DU1749_MARKER: DB = BENCH MARK DISK
 DU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1749_SP_SET: CONCRETE POST
 DU1749_STAMPING: 117 C 1983
 DU1749_MARK LOGO: AZDT  
 DU1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1749+STABILITY: SURFACE MOTION
 DU1749
 DU1749  HISTORY     - Date     Condition        Report By
 DU1749  HISTORY     - 1983     MONUMENTED       AZDT
 DU1749  HISTORY     - 1984     GOOD             AZDT
 DU1749  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1749
 DU1749                          STATION DESCRIPTION
 DU1749
 DU1749'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1749'IN PHOENIX.
 DU1749'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1749'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1749'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1749'FENCE OF THE CANAL FOR 5.84 KM (3.63 MI) TO TATUM BOULEVARD AND THE
 DU1749'BRIDGE OVER THE CANAL, AND THE MARK IS AN ALUMINUM CAP EPOXIED OVER
 DU1749'THE SOUTHEAST ABUTEMENT ON A SLOPING CONCRETE RAIL ABOUT 0.305 METERS
 DU1749'(1.0 FT) ABOVE THE TOP OF DECK.
 DU1749
 DU1749                          STATION RECOVERY (2004)
 DU1749
 DU1749'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1776 ***********************************************************************
 DU1776  DESIGNATION -  117 D
 DU1776  PID         -  DU1776
 DU1776  STATE/COUNTY-  AZ/MARICOPA
 DU1776  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1776
 DU1776                         *CURRENT SURVEY CONTROL
 DU1776  ___________________________________________________________________
 DU1776* NAD 83(1986)-  33 34 43.     (N)    111 54 28.     (W)     SCALED    
 DU1776* NAVD 88     -       411.216  (meters)    1349.13   (feet)  ADJUSTED  
 DU1776  ___________________________________________________________________
 DU1776  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1776  DYNAMIC HT  -         410.732 (meters)    1347.54  (feet)  COMP
 DU1776  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 DU1776
 DU1776  VERT ORDER  -  SECOND    CLASS I
 DU1776
 DU1776.The horizontal coordinates were scaled from a topographic map and have
 DU1776.an estimated accuracy of +/- 6 seconds.
 DU1776
 DU1776.The orthometric height was determined by differential leveling
 DU1776.and adjusted by the National Geodetic Survey in November 1993..
 DU1776
 DU1776.The geoid height was determined by GEOID03.
 DU1776
 DU1776.The dynamic height is computed by dividing the NAVD 88
 DU1776.geopotential number by the normal gravity value computed on the
 DU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1776.degrees latitude (g = 980.6199 gals.).
 DU1776
 DU1776.The modeled gravity was interpolated from observed gravity values.
 DU1776
 DU1776;                    North         East    Units  Estimated Accuracy
 DU1776;SPC AZ C     -   285,920.      214,190.      MT  (+/- 180 meters Scaled)
 DU1776
 DU1776                          SUPERSEDED SURVEY CONTROL
 DU1776
 DU1776.No superseded survey control is available for this station.
 DU1776
 DU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC157158(NAD 83)
 DU1776_MARKER: DD = SURVEY DISK
 DU1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1776_SP_SET: CONCRETE POST
 DU1776_MARK LOGO: AZ0420
 DU1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1776+STABILITY: SURFACE MOTION
 DU1776
 DU1776  HISTORY     - Date     Condition        Report By
 DU1776  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1776  HISTORY     - 1984     GOOD             AZDT
 DU1776
 DU1776                          STATION DESCRIPTION
 DU1776
 DU1776'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1776'IN SCOTTSDALE.
 DU1776'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1776'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 5.475 KM
 DU1776'(3.40 MI) TO SHEA BOULEVARD, THENCE WEST ALONG SHEA FOR 1.61 KM (1.0
 DU1776'MI) TO HAYDEN ROAD, THENCE SOUTH ALONG HAYDEN FOR 0.403 KM (0.25 MI)
 DU1776'TO THE MARK AT THE INTERSECTION OF GOLD DUST AVENUE, 24.963 METERS
 DU1776'(81.9 FT) SOUTHEAST OF A STREET SIGN ON THE NORTHWEST CORNER, 23.561
 DU1776'METERS (77.30 FT) SOUTHWEST OF METAL LIGHT POLE 1788, 12.055 METERS
 DU1776'39.55 FT) NORTH OF A WATERVALVE HANDHOLE COVER, AND A BRASS CAP FLUSH
 DU1776'WITH PAVEMENT.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0581 ***********************************************************************
 ER0581  DESIGNATION -  117 DOR
 ER0581  PID         -  ER0581
 ER0581  STATE/COUNTY-  AZ/APACHE
 ER0581  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0581
 ER0581                         *CURRENT SURVEY CONTROL
 ER0581  ___________________________________________________________________
 ER0581* NAD 83(1986)-  34 41 20.     (N)    109 24 13.     (W)     SCALED    
 ER0581* NAVD 88     -      1712.060  (meters)    5616.98   (feet)  ADJUSTED  
 ER0581  ___________________________________________________________________
 ER0581  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0581  DYNAMIC HT  -        1709.617 (meters)    5608.97  (feet)  COMP
 ER0581  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 ER0581
 ER0581  VERT ORDER  -  SECOND    CLASS II
 ER0581
 ER0581.The horizontal coordinates were scaled from a topographic map and have
 ER0581.an estimated accuracy of +/- 6 seconds.
 ER0581
 ER0581.The orthometric height was determined by differential leveling
 ER0581.and adjusted by the National Geodetic Survey in June 1991..
 ER0581
 ER0581.The geoid height was determined by GEOID03.
 ER0581
 ER0581.The dynamic height is computed by dividing the NAVD 88
 ER0581.geopotential number by the normal gravity value computed on the
 ER0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0581.degrees latitude (g = 980.6199 gals.).
 ER0581
 ER0581.The modeled gravity was interpolated from observed gravity values.
 ER0581
 ER0581;                    North         East    Units  Estimated Accuracy
 ER0581;SPC AZ E     -   409,330.      283,270.      MT  (+/- 180 meters Scaled)
 ER0581
 ER0581                          SUPERSEDED SURVEY CONTROL
 ER0581
 ER0581  NGVD 29 (??/??/92) 1711.21   (m)         5614.2    (f) COMPUTED    2 2
 ER0581
 ER0581.Superseded values are not recommended for survey control.
 ER0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0581.See file dsdata.txt to determine how the superseded data were derived.
 ER0581
 ER0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD462397(NAD 83)
 ER0581_MARKER: DB = BENCH MARK DISK
 ER0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0581_SP_SET: CONCRETE POST
 ER0581_STAMPING: 117 DOR 1972 5614
 ER0581_MARK LOGO: USGS  
 ER0581_PROJECTION: PROJECTING 18 CENTIMETERS
 ER0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0581+STABILITY: SURFACE MOTION
 ER0581
 ER0581  HISTORY     - Date     Condition        Report By
 ER0581  HISTORY     - 1972     MONUMENTED       USGS
 ER0581
 ER0581                          STATION DESCRIPTION
 ER0581
 ER0581'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0581'41.4 KM (25.70 MI) NORTH FROM ST JOHNS.
 ER0581'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0581'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0581'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TO
 ER0581'NAVAJO TO A T-ROAD EAST, THENCE 5.5 EAST TO JUST SOUTH OF A SANDSTONE
 ER0581'LEDGE, ABOUT 50 EAST OF A USBLM CADASTRAL SURVEY BRASS CAP STAMPED
 ER0581'-T15N R28E S19 S20 S30 S29 1963-, AND 6 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0464 ***********************************************************************
 GQ0464  DESIGNATION -  117 DOR
 GQ0464  PID         -  GQ0464
 GQ0464  STATE/COUNTY-  AZ/MOHAVE
 GQ0464  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0464
 GQ0464                         *CURRENT SURVEY CONTROL
 GQ0464  ___________________________________________________________________
 GQ0464* NAD 83(1986)-  36 36 55.     (N)    113 25 21.     (W)     SCALED    
 GQ0464* NAVD 88     -      1542.800  (meters)    5061.67   (feet)  POSTED    
 GQ0464  ___________________________________________________________________
 GQ0464  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 GQ0464  DYNAMIC HT  -        1541.010 (meters)    5055.80  (feet)  COMP
 GQ0464  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 GQ0464
 GQ0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0464
 GQ0464.The horizontal coordinates were scaled from a topographic map and have
 GQ0464.an estimated accuracy of +/- 6 seconds.
 GQ0464
 GQ0464.The orthometric height was determined by differential leveling
 GQ0464.and adjusted by the National Geodetic Survey in 1992..
 GQ0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0464.rate of 0.0 thru 1.0 mm/km.
 GQ0464
 GQ0464.The geoid height was determined by GEOID03.
 GQ0464
 GQ0464.The dynamic height is computed by dividing the NAVD 88
 GQ0464.geopotential number by the normal gravity value computed on the
 GQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0464.degrees latitude (g = 980.6199 gals.).
 GQ0464
 GQ0464.The modeled gravity was interpolated from observed gravity values.
 GQ0464
 GQ0464;                    North         East    Units  Estimated Accuracy
 GQ0464;SPC AZ W     -   622,850.      242,660.      MT  (+/- 180 meters Scaled)
 GQ0464
 GQ0464                          SUPERSEDED SURVEY CONTROL
 GQ0464
 GQ0464.No superseded survey control is available for this station.
 GQ0464
 GQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF833549(NAD 83)
 GQ0464_MARKER: DB = BENCH MARK DISK
 GQ0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0464_SP_SET: COPPER-CLAD STEEL ROD
 GQ0464_STAMPING: 117 DOR 1970 5059
 GQ0464_MARK LOGO: USGS  
 GQ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0464
 GQ0464  HISTORY     - Date     Condition        Report By
 GQ0464  HISTORY     - 1970     MONUMENTED       USGS
 GQ0464
 GQ0464                          STATION DESCRIPTION
 GQ0464
 GQ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0464'65.0 KM (40.40 MI) SSE FROM ST GEORGE UT.
 GQ0464'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0464'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0464'ROAD TO THE ARIZONA STATE LINE, CONTINUE 33.7 MILES SOUTH ALONG MT.
 GQ0464'TRUMBULL ROAD, 0.3 MILES NORTHEAST OF A CORRAL, 115 FEET EAST OF THE
 GQ0464'ROAD, 36 FEET WEST OF A 6 BY 6 FOOT SQUARE BOULDER.  ROD DEPTH
 GQ0464'UNKNOWN.
 GQ0464'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0464'THE MARK IS 8.1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0686 ***********************************************************************
 GP0686  DESIGNATION -  117 DOR
 GP0686  PID         -  GP0686
 GP0686  STATE/COUNTY-  AZ/NAVAJO
 GP0686  USGS QUAD   -  SHONTO NW (1980)
 GP0686
 GP0686                         *CURRENT SURVEY CONTROL
 GP0686  ___________________________________________________________________
 GP0686* NAD 83(1986)-  36 42 14.     (N)    110 42 44.     (W)     SCALED    
 GP0686* NAVD 88     -      2142.364  (meters)    7028.74   (feet)  ADJUSTED  
 GP0686  ___________________________________________________________________
 GP0686  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 GP0686  DYNAMIC HT  -        2139.635 (meters)    7019.79  (feet)  COMP
 GP0686  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 GP0686
 GP0686  VERT ORDER  -  SECOND    CLASS 0
 GP0686
 GP0686.The horizontal coordinates were scaled from a topographic map and have
 GP0686.an estimated accuracy of +/- 6 seconds.
 GP0686
 GP0686.The orthometric height was determined by differential leveling
 GP0686.and adjusted by the National Geodetic Survey in June 1991..
 GP0686
 GP0686.The geoid height was determined by GEOID03.
 GP0686
 GP0686.The dynamic height is computed by dividing the NAVD 88
 GP0686.geopotential number by the normal gravity value computed on the
 GP0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0686.degrees latitude (g = 980.6199 gals.).
 GP0686
 GP0686.The modeled gravity was interpolated from observed gravity values.
 GP0686
 GP0686;                    North         East    Units  Estimated Accuracy
 GP0686;SPC AZ E     -   632,750.      164,620.      MT  (+/- 180 meters Scaled)
 GP0686
 GP0686                          SUPERSEDED SURVEY CONTROL
 GP0686
 GP0686.No superseded survey control is available for this station.
 GP0686
 GP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF257620(NAD 83)
 GP0686_MARKER: DB = BENCH MARK DISK
 GP0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0686_SP_SET: COPPER-CLAD STEEL ROD
 GP0686_STAMPING: 117 DOR 1969 7025
 GP0686_MARK LOGO: USGS  
 GP0686_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0686+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0686
 GP0686  HISTORY     - Date     Condition        Report By
 GP0686  HISTORY     - 1969     MONUMENTED       USGS
 GP0686
 GP0686                          STATION DESCRIPTION
 GP0686
 GP0686'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0686'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0686'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0686'NORTH, THENCE 24.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0686'MOUNTAIN ROAD, 60 FEET SOUTHEAST OF THE ROAD, 2 FEET WEST OF A
 GP0686'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0686'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1777 ***********************************************************************
 DU1777  DESIGNATION -  117 E
 DU1777  PID         -  DU1777
 DU1777  STATE/COUNTY-  AZ/MARICOPA
 DU1777  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1777
 DU1777                         *CURRENT SURVEY CONTROL
 DU1777  ___________________________________________________________________
 DU1777* NAD 83(1986)-  33 34 19.     (N)    111 54 18.     (W)     SCALED    
 DU1777* NAVD 88     -       409.456  (meters)    1343.36   (feet)  ADJUSTED  
 DU1777  ___________________________________________________________________
 DU1777  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1777  DYNAMIC HT  -         408.974 (meters)    1341.78  (feet)  COMP
 DU1777  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1777
 DU1777  VERT ORDER  -  SECOND    CLASS I
 DU1777
 DU1777.The horizontal coordinates were scaled from a topographic map and have
 DU1777.an estimated accuracy of +/- 6 seconds.
 DU1777
 DU1777.The orthometric height was determined by differential leveling
 DU1777.and adjusted by the National Geodetic Survey in November 1993..
 DU1777
 DU1777.The geoid height was determined by GEOID03.
 DU1777
 DU1777.The dynamic height is computed by dividing the NAVD 88
 DU1777.geopotential number by the normal gravity value computed on the
 DU1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1777.degrees latitude (g = 980.6199 gals.).
 DU1777
 DU1777.The modeled gravity was interpolated from observed gravity values.
 DU1777
 DU1777;                    North         East    Units  Estimated Accuracy
 DU1777;SPC AZ C     -   285,180.      214,440.      MT  (+/- 180 meters Scaled)
 DU1777
 DU1777                          SUPERSEDED SURVEY CONTROL
 DU1777
 DU1777.No superseded survey control is available for this station.
 DU1777
 DU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC160150(NAD 83)
 DU1777_MARKER: DD = SURVEY DISK
 DU1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1777_SP_SET: CONCRETE POST
 DU1777_MARK LOGO: AZ0420
 DU1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1777+STABILITY: SURFACE MOTION
 DU1777
 DU1777  HISTORY     - Date     Condition        Report By
 DU1777  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1777  HISTORY     - 1984     GOOD             AZDT
 DU1777
 DU1777                          STATION DESCRIPTION
 DU1777
 DU1777'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1777'IN SCOTTSDALE.
 DU1777'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1777'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 1.127 KM (0.7 MI) TO
 DU1777'THE MARK AT THE INTERSECTION OF ARABIAN TRAIL, 10.958 METERS
 DU1777'(35.95 FT) NORTH OF STREET SIGN IN THE MEDIAN ISLAND, 5.029 METERS
 DU1777'(16.50 FT) NORTHWEST OF A SEWER MANHOLE COVER, 22.601 METERS
 DU1777'(74.15 FT) WEST OF METAL LIGHT POLE 1370, AND A BRASS CAP FLUSH.
 DU1777'NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1778 ***********************************************************************
 DU1778  DESIGNATION -  117 F
 DU1778  PID         -  DU1778
 DU1778  STATE/COUNTY-  AZ/MARICOPA
 DU1778  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1778
 DU1778                         *CURRENT SURVEY CONTROL
 DU1778  ___________________________________________________________________
 DU1778* NAD 83(1986)-  33 34 01.     (N)    111 54 12.     (W)     SCALED    
 DU1778* NAVD 88     -       406.986  (meters)    1335.25   (feet)  ADJUSTED  
 DU1778  ___________________________________________________________________
 DU1778  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1778  DYNAMIC HT  -         406.507 (meters)    1333.68  (feet)  COMP
 DU1778  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1778
 DU1778  VERT ORDER  -  SECOND    CLASS I
 DU1778
 DU1778.The horizontal coordinates were scaled from a topographic map and have
 DU1778.an estimated accuracy of +/- 6 seconds.
 DU1778
 DU1778.The orthometric height was determined by differential leveling
 DU1778.and adjusted by the National Geodetic Survey in November 1993..
 DU1778
 DU1778.The geoid height was determined by GEOID03.
 DU1778
 DU1778.The dynamic height is computed by dividing the NAVD 88
 DU1778.geopotential number by the normal gravity value computed on the
 DU1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1778.degrees latitude (g = 980.6199 gals.).
 DU1778
 DU1778.The modeled gravity was interpolated from observed gravity values.
 DU1778
 DU1778;                    North         East    Units  Estimated Accuracy
 DU1778;SPC AZ C     -   284,630.      214,600.      MT  (+/- 180 meters Scaled)
 DU1778
 DU1778                          SUPERSEDED SURVEY CONTROL
 DU1778
 DU1778.No superseded survey control is available for this station.
 DU1778
 DU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC161145(NAD 83)
 DU1778_MARKER: DD = SURVEY DISK
 DU1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1778_SP_SET: CONCRETE POST
 DU1778_STAMPING: 117 F
 DU1778_MARK LOGO: AZ0420
 DU1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1778+STABILITY: SURFACE MOTION
 DU1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1778+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 DU1778
 DU1778  HISTORY     - Date     Condition        Report By
 DU1778  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1778  HISTORY     - 1984     GOOD             AZDT
 DU1778  HISTORY     - 19990301 GOOD             NGS
 DU1778  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 DU1778  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DU1778
 DU1778                          STATION DESCRIPTION
 DU1778
 DU1778'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1778'IN SCOTTSDALE.
 DU1778'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1778'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 1.691 KM (1.05 MI) TO
 DU1778'THE MARK AT THE INTERSECTION OF VIA LINDA, 10.561 METERS (34.65 FT)
 DU1778'NORTH OF A METAL SIGNAL LIGHT POLE IN MEDIAN ISLAND, 12.36 METERS
 DU1778'(40.55 FT) SOUTH OF METAL SIGNAL LIGHT POLE ON NORTH MEDIAN ISLAND,
 DU1778'4.115 METERS (13.50 FT) NORTHWEST OF THE CENTER OF A SEWER MANHOLE
 DU1778'COVER, AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1778
 DU1778                          STATION RECOVERY (1999)
 DU1778
 DU1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1778'IN SCOTTSDALE, AT THE INTERSECTION OF VIA LINDA AND HAYDEN ROAD, NEAR
 DU1778'THE CENTER OF THE INTERSECTION, 10.0 M (32.8 FT) EAST OF THE CENTER OF
 DU1778'THE SOUTHBOUND LANES OF THE ROAD, 9.5 M (31.2 FT) WEST OF THE CENTER
 DU1778'OF THE NORTHBOUND LANES OF THE ROAD, 4.1 M (13.5 FT) NORTHWEST OF THE
 DU1778'CENTER OF A MANHOLE COVER, ON THE CENTER OF VIA LINDA, AND THE
 DU1778'MONUMENT IS FLUSH WITH AND SURROUNDED BY THE ROAD SURFACE.  NOTE--THE
 DU1778'MARK IS ON ROAD RIGHT-OF-WAY.
 DU1778
 DU1778                          STATION RECOVERY (2003)
 DU1778
 DU1778'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1778'MARK NOT FOUND.
 DU1778
 DU1778                          STATION RECOVERY (2003)
 DU1778
 DU1778'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1778'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1779 ***********************************************************************
 DU1779  DESIGNATION -  117 G
 DU1779  PID         -  DU1779
 DU1779  STATE/COUNTY-  AZ/MARICOPA
 DU1779  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1779
 DU1779                         *CURRENT SURVEY CONTROL
 DU1779  ___________________________________________________________________
 DU1779* NAD 83(1986)-  33 33 43.     (N)    111 53 57.     (W)     SCALED    
 DU1779* NAVD 88     -       404.098  (meters)    1325.78   (feet)  ADJUSTED  
 DU1779  ___________________________________________________________________
 DU1779  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU1779  DYNAMIC HT  -         403.623 (meters)    1324.22  (feet)  COMP
 DU1779  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 DU1779
 DU1779  VERT ORDER  -  SECOND    CLASS I
 DU1779
 DU1779.The horizontal coordinates were scaled from a topographic map and have
 DU1779.an estimated accuracy of +/- 6 seconds.
 DU1779
 DU1779.The orthometric height was determined by differential leveling
 DU1779.and adjusted by the National Geodetic Survey in November 1993..
 DU1779
 DU1779.The geoid height was determined by GEOID03.
 DU1779
 DU1779.The dynamic height is computed by dividing the NAVD 88
 DU1779.geopotential number by the normal gravity value computed on the
 DU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1779.degrees latitude (g = 980.6199 gals.).
 DU1779
 DU1779.The modeled gravity was interpolated from observed gravity values.
 DU1779
 DU1779;                    North         East    Units  Estimated Accuracy
 DU1779;SPC AZ C     -   284,070.      214,990.      MT  (+/- 180 meters Scaled)
 DU1779
 DU1779                          SUPERSEDED SURVEY CONTROL
 DU1779
 DU1779.No superseded survey control is available for this station.
 DU1779
 DU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165139(NAD 83)
 DU1779_MARKER: DD = SURVEY DISK
 DU1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1779_SP_SET: CONCRETE POST
 DU1779_MARK LOGO: AZ0420
 DU1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1779+STABILITY: SURFACE MOTION
 DU1779
 DU1779  HISTORY     - Date     Condition        Report By
 DU1779  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1779  HISTORY     - 1984     GOOD             AZDT
 DU1779  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1779  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 DU1779  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DU1779
 DU1779                          STATION DESCRIPTION
 DU1779
 DU1779'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1779'IN SCOTTSDALE.
 DU1779'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1779'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 2.496 KM (1.55 MI) TO
 DU1779'THE MARK, AT THE INTERSECTION OF DEL CADENA, 3.993 METERS (13.10 FT)
 DU1779'NORTH OF THE CENTER OF A SEWER MANHOLE COVER, 25.299 METERS (83.0 FT)
 DU1779'SOUTHEAST OF A FIRE HYDRANT, AND A BRASS CAP FLUSH.  NOTE--THE MARK IS
 DU1779'NOT STAMPED.
 DU1779
 DU1779                          STATION RECOVERY (1999)
 DU1779
 DU1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1779'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1779'IN PLACE UNDER PAVEMENT.
 DU1779
 DU1779                          STATION RECOVERY (2003)
 DU1779
 DU1779'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1779'MARK NOT FOUND.
 DU1779
 DU1779                          STATION RECOVERY (2003)
 DU1779
 DU1779'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1779'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1780 ***********************************************************************
 DU1780  DESIGNATION -  117 H
 DU1780  PID         -  DU1780
 DU1780  STATE/COUNTY-  AZ/MARICOPA
 DU1780  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1780
 DU1780                         *CURRENT SURVEY CONTROL
 DU1780  ___________________________________________________________________
 DU1780* NAD 83(1986)-  33 33 16.     (N)    111 53 56.     (W)     SCALED    
 DU1780* NAVD 88     -       398.849  (meters)    1308.56   (feet)  ADJUSTED  
 DU1780  ___________________________________________________________________
 DU1780  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1780  DYNAMIC HT  -         398.380 (meters)    1307.02  (feet)  COMP
 DU1780  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1780
 DU1780  VERT ORDER  -  SECOND    CLASS I
 DU1780
 DU1780.The horizontal coordinates were scaled from a topographic map and have
 DU1780.an estimated accuracy of +/- 6 seconds.
 DU1780
 DU1780.The orthometric height was determined by differential leveling
 DU1780.and adjusted by the National Geodetic Survey in November 1993..
 DU1780
 DU1780.The geoid height was determined by GEOID03.
 DU1780
 DU1780.The dynamic height is computed by dividing the NAVD 88
 DU1780.geopotential number by the normal gravity value computed on the
 DU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1780.degrees latitude (g = 980.6199 gals.).
 DU1780
 DU1780.The modeled gravity was interpolated from observed gravity values.
 DU1780
 DU1780;                    North         East    Units  Estimated Accuracy
 DU1780;SPC AZ C     -   283,240.      215,010.      MT  (+/- 180 meters Scaled)
 DU1780
 DU1780                          SUPERSEDED SURVEY CONTROL
 DU1780
 DU1780.No superseded survey control is available for this station.
 DU1780
 DU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165131(NAD 83)
 DU1780_MARKER: DD = SURVEY DISK
 DU1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1780_SP_SET: CONCRETE POST
 DU1780_MARK LOGO: AZ0420
 DU1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1780+STABILITY: SURFACE MOTION
 DU1780
 DU1780  HISTORY     - Date     Condition        Report By
 DU1780  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1780  HISTORY     - 1984     GOOD             AZDT
 DU1780  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1780
 DU1780                          STATION DESCRIPTION
 DU1780
 DU1780'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1780'IN SCOTTSDALE.
 DU1780'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1780'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 3.462 KM (2.15 MI) TO
 DU1780'THE MARK AT THE INTERSECTION OF VIA VENTURA, 17.07 METERS (56.0 FT)
 DU1780'SOUTH OF TRAFFIC LIGHT POLE IN THE NORTH MEDIAN, 16.15 METERS (53.0
 DU1780'FT) NORTH OF TRAFFIC LIGHT POLE IN THE SOUTH MEDIAN, 3.06 METERS (10.1
 DU1780'FT) SOUTHWEST OF CENTER OF SEWER MANHOLE COVER, AND A BRASS CAP FLUSH.
 DU1780'NOTE--THE MARK IS NOT STAMPED.
 DU1780
 DU1780                          STATION RECOVERY (1999)
 DU1780
 DU1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1780'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1780'IN PLACE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1781 ***********************************************************************
 DU1781  DESIGNATION -  117 I
 DU1781  PID         -  DU1781
 DU1781  STATE/COUNTY-  AZ/MARICOPA
 DU1781  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1781
 DU1781                         *CURRENT SURVEY CONTROL
 DU1781  ___________________________________________________________________
 DU1781* NAD 83(1986)-  33 32 59.     (N)    111 54 03.     (W)     SCALED    
 DU1781* NAVD 88     -       396.140  (meters)    1299.67   (feet)  ADJUSTED  
 DU1781  ___________________________________________________________________
 DU1781  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1781  DYNAMIC HT  -         395.674 (meters)    1298.14  (feet)  COMP
 DU1781  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 DU1781
 DU1781  VERT ORDER  -  SECOND    CLASS I
 DU1781
 DU1781.The horizontal coordinates were scaled from a topographic map and have
 DU1781.an estimated accuracy of +/- 6 seconds.
 DU1781
 DU1781.The orthometric height was determined by differential leveling
 DU1781.and adjusted by the National Geodetic Survey in November 1993..
 DU1781
 DU1781.The geoid height was determined by GEOID03.
 DU1781
 DU1781.The dynamic height is computed by dividing the NAVD 88
 DU1781.geopotential number by the normal gravity value computed on the
 DU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1781.degrees latitude (g = 980.6199 gals.).
 DU1781
 DU1781.The modeled gravity was interpolated from observed gravity values.
 DU1781
 DU1781;                    North         East    Units  Estimated Accuracy
 DU1781;SPC AZ C     -   282,720.      214,830.      MT  (+/- 180 meters Scaled)
 DU1781
 DU1781                          SUPERSEDED SURVEY CONTROL
 DU1781
 DU1781.No superseded survey control is available for this station.
 DU1781
 DU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163125(NAD 83)
 DU1781_MARKER: DD = SURVEY DISK
 DU1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1781_SP_SET: CONCRETE POST
 DU1781_MARK LOGO: AZ0420
 DU1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1781+STABILITY: SURFACE MOTION
 DU1781
 DU1781  HISTORY     - Date     Condition        Report By
 DU1781  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1781  HISTORY     - 1984     GOOD             AZDT
 DU1781  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1781
 DU1781                          STATION DESCRIPTION
 DU1781
 DU1781'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1781'IN SCOTTSDALE.
 DU1781'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1781'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 4.02 KM (2.5 MI) TO
 DU1781'PLEASANT RUN AND THE MARK AT THE INTERSECTION, 5.49 METERS (18.0 FT)
 DU1781'SOUTH OF THE CENTER OF A SEWER MANHOLE COVER, 23.68 METERS (77.7 FT)
 DU1781'NORTHEAST OF A FIRE HYDRANT, 21.03 METERS (69.0 FT) SOUTEAST OF A
 DU1781'STREET SIGN THAT SAYS HAYDEN RD. - E. PLEASANT RUN, AND A BRASS CAP
 DU1781'FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1781
 DU1781                          STATION RECOVERY (1999)
 DU1781
 DU1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1781'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1781'IN PLACE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1782 ***********************************************************************
 DU1782  DESIGNATION -  117 J
 DU1782  PID         -  DU1782
 DU1782  STATE/COUNTY-  AZ/MARICOPA
 DU1782  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1782
 DU1782                         *CURRENT SURVEY CONTROL
 DU1782  ___________________________________________________________________
 DU1782* NAD 83(1986)-  33 32 52.     (N)    111 54 12.     (W)     SCALED    
 DU1782* NAVD 88     -       394.826  (meters)    1295.36   (feet)  ADJUSTED  
 DU1782  ___________________________________________________________________
 DU1782  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1782  DYNAMIC HT  -         394.363 (meters)    1293.84  (feet)  COMP
 DU1782  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 DU1782
 DU1782  VERT ORDER  -  SECOND    CLASS I
 DU1782
 DU1782.The horizontal coordinates were scaled from a topographic map and have
 DU1782.an estimated accuracy of +/- 6 seconds.
 DU1782
 DU1782.The orthometric height was determined by differential leveling
 DU1782.and adjusted by the National Geodetic Survey in November 1993..
 DU1782
 DU1782.The geoid height was determined by GEOID03.
 DU1782
 DU1782.The dynamic height is computed by dividing the NAVD 88
 DU1782.geopotential number by the normal gravity value computed on the
 DU1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1782.degrees latitude (g = 980.6199 gals.).
 DU1782
 DU1782.The modeled gravity was interpolated from observed gravity values.
 DU1782
 DU1782;                    North         East    Units  Estimated Accuracy
 DU1782;SPC AZ C     -   282,500.      214,600.      MT  (+/- 180 meters Scaled)
 DU1782
 DU1782                          SUPERSEDED SURVEY CONTROL
 DU1782
 DU1782.No superseded survey control is available for this station.
 DU1782
 DU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC161123(NAD 83)
 DU1782_MARKER: DD = SURVEY DISK
 DU1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1782_SP_SET: CONCRETE POST
 DU1782_MARK LOGO: AZ0420
 DU1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1782+STABILITY: SURFACE MOTION
 DU1782
 DU1782  HISTORY     - Date     Condition        Report By
 DU1782  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1782  HISTORY     - 1984     GOOD             AZDT
 DU1782  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1782
 DU1782                          STATION DESCRIPTION
 DU1782
 DU1782'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1782'IN SCOTTSDALE.
 DU1782'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1782'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 4.35 KM (2.7 MI) TO LOS
 DU1782'LIBROS AND THE MARK AT THE INTERSECTION, 30.48 METERS (100.0 FT)
 DU1782'SOUTHEAST OF LIGHT POLE 1014, 4.724 METERS (15.5 FT) NORTWEST OF THE
 DU1782'CENTER OF A SEWER MANHOLE COVER, 21.96 METERS (72.0 FT) NORTHEAST OF
 DU1782'STREET SIGN THAT SAYS N.HAYDEN RD - VIA DE LOS LIBROS, AND A BRASS CAP
 DU1782'FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1782
 DU1782                          STATION RECOVERY (1999)
 DU1782
 DU1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1782'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1782'IN PLACE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1783 ***********************************************************************
 DU1783  DESIGNATION -  117 K
 DU1783  PID         -  DU1783
 DU1783  STATE/COUNTY-  AZ/MARICOPA
 DU1783  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1783
 DU1783                         *CURRENT SURVEY CONTROL
 DU1783  ___________________________________________________________________
 DU1783* NAD 83(1986)-  33 32 31.     (N)    111 54 31.     (W)     SCALED    
 DU1783* NAVD 88     -       392.188  (meters)    1286.70   (feet)  ADJUSTED  
 DU1783  ___________________________________________________________________
 DU1783  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1783  DYNAMIC HT  -         391.729 (meters)    1285.20  (feet)  COMP
 DU1783  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 DU1783
 DU1783  VERT ORDER  -  SECOND    CLASS I
 DU1783
 DU1783.The horizontal coordinates were scaled from a topographic map and have
 DU1783.an estimated accuracy of +/- 6 seconds.
 DU1783
 DU1783.The orthometric height was determined by differential leveling
 DU1783.and adjusted by the National Geodetic Survey in November 1993..
 DU1783
 DU1783.The geoid height was determined by GEOID03.
 DU1783
 DU1783.The dynamic height is computed by dividing the NAVD 88
 DU1783.geopotential number by the normal gravity value computed on the
 DU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1783.degrees latitude (g = 980.6199 gals.).
 DU1783
 DU1783.The modeled gravity was interpolated from observed gravity values.
 DU1783
 DU1783;                    North         East    Units  Estimated Accuracy
 DU1783;SPC AZ C     -   281,850.      214,110.      MT  (+/- 180 meters Scaled)
 DU1783
 DU1783                          SUPERSEDED SURVEY CONTROL
 DU1783
 DU1783.No superseded survey control is available for this station.
 DU1783
 DU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC156117(NAD 83)
 DU1783_MARKER: DD = SURVEY DISK
 DU1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1783_SP_SET: CONCRETE POST
 DU1783_MARK LOGO: AZ0420
 DU1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1783+STABILITY: SURFACE MOTION
 DU1783
 DU1783  HISTORY     - Date     Condition        Report By
 DU1783  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1783  HISTORY     - 1984     GOOD             AZDT
 DU1783  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1783
 DU1783                          STATION DESCRIPTION
 DU1783
 DU1783'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1783'IN SCOTTSDALE.
 DU1783'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1783'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 5.233 KM (3.25 MI) TO
 DU1783'VIA CAMELLO AND THE MARK AT THE INTERSECTION, 23.47 METERS (77.0 FT)
 DU1783'NORTHEAST OF LIGHT POLE 1045, 21.82 METERS (71.6 FT) SOUTHEAST OF
 DU1783'LIGHT POLE 1046, 25.28 METERS (82.95 FT) NORTHWEST OF A FIRE HYDRANT,
 DU1783'AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1783
 DU1783                          STATION RECOVERY (1999)
 DU1783
 DU1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1783'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1783'IN PLACE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1784 ***********************************************************************
 DU1784  DESIGNATION -  117 L
 DU1784  PID         -  DU1784
 DU1784  STATE/COUNTY-  AZ/MARICOPA
 DU1784  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1784
 DU1784                         *CURRENT SURVEY CONTROL
 DU1784  ___________________________________________________________________
 DU1784* NAD 83(1986)-  33 31 54.     (N)    111 54 32.     (W)     SCALED    
 DU1784* NAVD 88     -       390.191  (meters)    1280.15   (feet)  ADJUSTED  
 DU1784  ___________________________________________________________________
 DU1784  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1784  DYNAMIC HT  -         389.734 (meters)    1278.65  (feet)  COMP
 DU1784  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 DU1784
 DU1784  VERT ORDER  -  SECOND    CLASS I
 DU1784
 DU1784.The horizontal coordinates were scaled from a topographic map and have
 DU1784.an estimated accuracy of +/- 6 seconds.
 DU1784
 DU1784.The orthometric height was determined by differential leveling
 DU1784.and adjusted by the National Geodetic Survey in November 1993..
 DU1784
 DU1784.The geoid height was determined by GEOID03.
 DU1784
 DU1784.The dynamic height is computed by dividing the NAVD 88
 DU1784.geopotential number by the normal gravity value computed on the
 DU1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1784.degrees latitude (g = 980.6199 gals.).
 DU1784
 DU1784.The modeled gravity was interpolated from observed gravity values.
 DU1784
 DU1784;                    North         East    Units  Estimated Accuracy
 DU1784;SPC AZ C     -   280,710.      214,080.      MT  (+/- 180 meters Scaled)
 DU1784
 DU1784                          SUPERSEDED SURVEY CONTROL
 DU1784
 DU1784.No superseded survey control is available for this station.
 DU1784
 DU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC156106(NAD 83)
 DU1784_MARKER: DD = SURVEY DISK
 DU1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1784_SP_SET: CONCRETE POST
 DU1784_MARK LOGO: AZ0420
 DU1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1784+STABILITY: SURFACE MOTION
 DU1784
 DU1784  HISTORY     - Date     Condition        Report By
 DU1784  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1784  HISTORY     - 1984     GOOD             AZDT
 DU1784
 DU1784                          STATION DESCRIPTION
 DU1784
 DU1784'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1784'IN SCOTTSDALE.
 DU1784'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1784'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 6.279 KM (3.90 MI) TO
 DU1784'LINCOLN DRIVE AND THE MARK AT THE INTERSECTION, 22.07 METERS (77.4 FT)
 DU1784'SOUTHWEST OF POLE 27519, 23.84 METERS (78.2 FT) NORTHEAST OF LIGHT
 DU1784'POLE 28360, 18.10 METERS (59.40 FT) TO THE CENTER OF A SEWER MANHOLE,
 DU1784'AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2333 ***********************************************************************
 DU2333  DESIGNATION -  1173.24
 DU2333  PID         -  DU2333
 DU2333  STATE/COUNTY-  AZ/MARICOPA
 DU2333  USGS QUAD   -  TEMPE (1982)
 DU2333
 DU2333                         *CURRENT SURVEY CONTROL
 DU2333  ___________________________________________________________________
 DU2333* NAD 83(1986)-  33 24 27.     (N)    111 55 20.     (W)     SCALED    
 DU2333* NAVD 88     -       358.053  (meters)    1174.71   (feet)  ADJUSTED  
 DU2333  ___________________________________________________________________
 DU2333  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2333  DYNAMIC HT  -         357.640 (meters)    1173.36  (feet)  COMP
 DU2333  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DU2333
 DU2333  VERT ORDER  -  FIRST     CLASS II
 DU2333
 DU2333.The horizontal coordinates were scaled from a topographic map and have
 DU2333.an estimated accuracy of +/- 6 seconds.
 DU2333
 DU2333.The orthometric height was determined by differential leveling
 DU2333.and adjusted by the National Geodetic Survey in November 1993..
 DU2333
 DU2333.The geoid height was determined by GEOID03.
 DU2333
 DU2333.The dynamic height is computed by dividing the NAVD 88
 DU2333.geopotential number by the normal gravity value computed on the
 DU2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2333.degrees latitude (g = 980.6199 gals.).
 DU2333
 DU2333.The modeled gravity was interpolated from observed gravity values.
 DU2333
 DU2333;                    North         East    Units  Estimated Accuracy
 DU2333;SPC AZ C     -   266,940.      212,840.      MT  (+/- 180 meters Scaled)
 DU2333
 DU2333                          SUPERSEDED SURVEY CONTROL
 DU2333
 DU2333.No superseded survey control is available for this station.
 DU2333
 DU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB142968(NAD 83)
 DU2333_MARKER: DD = SURVEY DISK
 DU2333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU2333_SP_SET: SIDEWALK
 DU2333_STAMPING: 1173.24 1972
 DU2333_MARK LOGO: AZHD  
 DU2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2333+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1992
 DU2333
 DU2333  HISTORY     - Date     Condition        Report By
 DU2333  HISTORY     - 1972     MONUMENTED       AZHD
 DU2333  HISTORY     - 19920302 GOOD             NGS
 DU2333
 DU2333                          STATION DESCRIPTION
 DU2333
 DU2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2333'IN TEMPE, AT THE INTERSECTION OF EAST BROADWAY AND TERRACE ROADS, IN
 DU2333'A CONCRETE SIDEWALK ALONG THE NORTH SIDE OF BROADWAY, 9.1 M (29.9 FT)
 DU2333'WEST OF THE SOUTH END OF A CHAIN-LINK FENCE, 4.7 M (15.4 FT) EAST OF
 DU2333'THE CENTERLINE OF AN EXIT FROM TERRACE ROAD, 1.8 M (5.9 FT) NORTH OF
 DU2333'THE NORTH CURB OF BROADWAY, 1.6 M (5.2 FT) SOUTHEAST OF A TRAFFIC
 DU2333'SIGNAL, 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF THE SIDEWALK, AND
 DU2333'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0335 ***********************************************************************
 DV0335  DESIGNATION -  1175
 DV0335  PID         -  DV0335
 DV0335  STATE/COUNTY-  AZ/PINAL
 DV0335  USGS QUAD   -  MARICOPA (1978)
 DV0335
 DV0335                         *CURRENT SURVEY CONTROL
 DV0335  ___________________________________________________________________
 DV0335* NAD 83(1986)-  33 03 24.     (N)    112 02 58.     (W)     SCALED    
 DV0335* NAVD 88     -       358.67   (+/-2cm)    1176.7    (feet)  VERTCON   
 DV0335  ___________________________________________________________________
 DV0335  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0335
 DV0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0335
 DV0335.The horizontal coordinates were scaled from a topographic map and have
 DV0335.an estimated accuracy of +/- 6 seconds.
 DV0335
 DV0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0335.The vertical order pertains to the NGVD 29 superseded value.
 DV0335
 DV0335.The geoid height was determined by GEOID03.
 DV0335
 DV0335;                    North         East    Units  Estimated Accuracy
 DV0335;SPC AZ C     -   228,040.      200,960.      MT  (+/- 180 meters Scaled)
 DV0335
 DV0335                          SUPERSEDED SURVEY CONTROL
 DV0335
 DV0335  NGVD 29 (??/??/92)  358.155  (m)         1175.05   (f) ADJ UNCH    2 0
 DV0335
 DV0335.Superseded values are not recommended for survey control.
 DV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0335.See file dsdata.txt to determine how the superseded data were derived.
 DV0335
 DV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020580(NAD 83)
 DV0335_MARKER: P = PIPE CAP
 DV0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0335_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0335_STAMPING: 1175 PHNX
 DV0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0335
 DV0335  HISTORY     - Date     Condition        Report By
 DV0335  HISTORY     - UNK      MONUMENTED       USGS
 DV0335  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0335
 DV0335                          STATION DESCRIPTION
 DV0335
 DV0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0335'IN MARICOPA.
 DV0335'AT MARIANA, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 400
 DV0335'FEET NORTHWEST OF THE STATION, 150 FEET SOUTHEAST OF THE SOUTHEAST
 DV0335'CORNER OF THE PUMPHOUSE AT THE WATER-SOFTENING PLANT, 60 FEET
 DV0335'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET EAST OF A
 DV0335'HYDRANT BOX.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0335'1175 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0603 ***********************************************************************
 CY0603  DESIGNATION -  1175
 CY0603  PID         -  CY0603
 CY0603  STATE/COUNTY-  AZ/COCHISE
 CY0603  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0603
 CY0603                         *CURRENT SURVEY CONTROL
 CY0603  ___________________________________________________________________
 CY0603* NAD 83(1986)-  32 08 33.     (N)    109 59 55.     (W)     SCALED    
 CY0603* NAVD 88     -      1363.369  (meters)    4472.99   (feet)  ADJUSTED  
 CY0603  ___________________________________________________________________
 CY0603  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY0603  DYNAMIC HT  -        1361.307 (meters)    4466.22  (feet)  COMP
 CY0603  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CY0603
 CY0603  VERT ORDER  -  FIRST     CLASS II
 CY0603
 CY0603.The horizontal coordinates were scaled from a topographic map and have
 CY0603.an estimated accuracy of +/- 6 seconds.
 CY0603
 CY0603.The orthometric height was determined by differential leveling
 CY0603.and adjusted by the National Geodetic Survey in June 1991..
 CY0603
 CY0603.The geoid height was determined by GEOID03.
 CY0603
 CY0603.The dynamic height is computed by dividing the NAVD 88
 CY0603.geopotential number by the normal gravity value computed on the
 CY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0603.degrees latitude (g = 980.6199 gals.).
 CY0603
 CY0603.The modeled gravity was interpolated from observed gravity values.
 CY0603
 CY0603;                    North         East    Units  Estimated Accuracy
 CY0603;SPC AZ E     -   126,680.      229,210.      MT  (+/- 180 meters Scaled)
 CY0603
 CY0603                          SUPERSEDED SURVEY CONTROL
 CY0603
 CY0603.No superseded survey control is available for this station.
 CY0603
 CY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA944566(NAD 83)
 CY0603_MARKER: DB = BENCH MARK DISK
 CY0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0603_STAMPING: 1175+ 4471.09
 CY0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0603
 CY0603  HISTORY     - Date     Condition        Report By
 CY0603  HISTORY     - UNK      MONUMENTED       AZHD
 CY0603  HISTORY     - 1979     GOOD             NGS
 CY0603
 CY0603                          STATION DESCRIPTION
 CY0603
 CY0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0603'37.9 KM NE FROM BENSON.
 CY0603'37.9 KILOMETERS (23.55 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0603'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 3-CHANNEL BOX
 CY0603'CULVERT, IN TOP OF THE SOUTHEAST HEADWALL, 10.5 METERS (34.5 FEET)
 CY0603'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 2.4 METERS
 CY0603'(7.9 FEET) NORTHEAST OF THE SOUTHWEST END AND 0.2 KILOMETER (0.1
 CY0603'MILE) SOUTHWEST OF MILE POST 328.
 CY0603'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0793 ***********************************************************************
 DU0793  DESIGNATION -  1175.17
 DU0793  PID         -  DU0793
 DU0793  STATE/COUNTY-  AZ/MARICOPA
 DU0793  USGS QUAD   -  TEMPE (1982)
 DU0793
 DU0793                         *CURRENT SURVEY CONTROL
 DU0793  ___________________________________________________________________
 DU0793* NAD 83(1986)-  33 26 05.     (N)    111 56 35.     (W)     SCALED    
 DU0793* NAVD 88     -       358.88   (+/-2cm)    1177.4    (feet)  VERTCON   
 DU0793  ___________________________________________________________________
 DU0793  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0793
 DU0793  VERT ORDER  -  ? (See Below)
 DU0793
 DU0793.The horizontal coordinates were scaled from a topographic map and have
 DU0793.an estimated accuracy of +/- 6 seconds.
 DU0793
 DU0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0793.The vertical order pertains to the NGVD 29 superseded value.
 DU0793
 DU0793.The geoid height was determined by GEOID03.
 DU0793
 DU0793;                    North         East    Units  Estimated Accuracy
 DU0793;SPC AZ C     -   269,960.      210,910.      MT  (+/- 180 meters Scaled)
 DU0793
 DU0793                          SUPERSEDED SURVEY CONTROL
 DU0793
 DU0793  NGVD 29 (??/??/92)  358.239  (m)         1175.32   (f) ADJ UNCH    ?  
 DU0793
 DU0793.Superseded values are not recommended for survey control.
 DU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0793.See file dsdata.txt to determine how the superseded data were derived.
 DU0793
 DU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123998(NAD 83)
 DU0793_MARKER: DD = SURVEY DISK
 DU0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0793_SP_SET: SIDEWALK
 DU0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0793+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DU0793
 DU0793  HISTORY     - Date     Condition        Report By
 DU0793  HISTORY     - UNK      MONUMENTED       AZHD
 DU0793  HISTORY     - 1933     GOOD             NGS
 DU0793  HISTORY     - 20060824 GOOD             GEOCAC
 DU0793
 DU0793                          STATION DESCRIPTION
 DU0793
 DU0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0793'IN TEMPE.
 DU0793'TEMPE HIGHWAY BRIDGE, ON NORTH END OF, WEST SIDE OF HIGHWAY, ON TOP OF
 DU0793'CONCRETE SIDE WALK IN FRONT OF BRASS PLATE MARKED TEMPE BRIDGE.
 DU0793
 DU0793                          STATION RECOVERY (2006)
 DU0793
 DU0793'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0409 ***********************************************************************
 DV0409  DESIGNATION -  1175.90
 DV0409  PID         -  DV0409
 DV0409  STATE/COUNTY-  AZ/MARICOPA
 DV0409  USGS QUAD   -  PHOENIX (1982)
 DV0409
 DV0409                         *CURRENT SURVEY CONTROL
 DV0409  ___________________________________________________________________
 DV0409* NAD 83(1986)-  33 22 39.     (N)    112 02 50.     (W)     SCALED    
 DV0409* NAVD 88     -       359.17   (+/-2cm)    1178.4    (feet)  VERTCON   
 DV0409  ___________________________________________________________________
 DV0409  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0409
 DV0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0409
 DV0409.The horizontal coordinates were scaled from a topographic map and have
 DV0409.an estimated accuracy of +/- 6 seconds.
 DV0409
 DV0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0409.The vertical order pertains to the NGVD 29 superseded value.
 DV0409
 DV0409.The geoid height was determined by GEOID03.
 DV0409
 DV0409;                    North         East    Units  Estimated Accuracy
 DV0409;SPC AZ C     -   263,620.      201,210.      MT  (+/- 180 meters Scaled)
 DV0409
 DV0409                          SUPERSEDED SURVEY CONTROL
 DV0409
 DV0409  NGVD 29 (??/??/92)  358.518  (m)         1176.24   (f) ADJ UNCH    2 0
 DV0409
 DV0409.Superseded values are not recommended for survey control.
 DV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0409.See file dsdata.txt to determine how the superseded data were derived.
 DV0409
 DV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025936(NAD 83)
 DV0409_MARKER: DD = SURVEY DISK
 DV0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0409_SP_SET: SIGN BASE
 DV0409_STAMPING: 1175.90
 DV0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0409
 DV0409  HISTORY     - Date     Condition        Report By
 DV0409  HISTORY     - UNK      MONUMENTED       AZHD
 DV0409  HISTORY     - 1948     GOOD             NGS
 DV0409
 DV0409                          STATION DESCRIPTION
 DV0409
 DV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0409'6.0 MI W FROM PETERSON.
 DV0409'6.0 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 118 FEET NORTH OF
 DV0409'THE CENTER LINE OF BASELINE ROAD, 47.5 FEET WEST OF THE WEST CORNER OF
 DV0409'A WHITE STORE BUILDING, 28.9 FEET EAST OF THE CENTER LINE OF A PAVED
 DV0409'ROAD LEADING NORTH, AT THE BASE OF THE SIGN F A S 15(1), 1.0 FOOT
 DV0409'BELOW THE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0780 ***********************************************************************
 DW0780  DESIGNATION -  1177.71
 DW0780  PID         -  DW0780
 DW0780  STATE/COUNTY-  AZ/LA PAZ
 DW0780  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0780
 DW0780                         *CURRENT SURVEY CONTROL
 DW0780  ___________________________________________________________________
 DW0780* NAD 83(1986)-  33 38 40.     (N)    114 19 37.     (W)     SCALED    
 DW0780* NAVD 88     -       359.705  (meters)    1180.13   (feet)  ADJUSTED  
 DW0780  ___________________________________________________________________
 DW0780  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DW0780  DYNAMIC HT  -         359.300 (meters)    1178.80  (feet)  COMP
 DW0780  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 DW0780
 DW0780  VERT ORDER  -  FIRST     CLASS II
 DW0780
 DW0780.The horizontal coordinates were scaled from a topographic map and have
 DW0780.an estimated accuracy of +/- 6 seconds.
 DW0780
 DW0780.The orthometric height was determined by differential leveling
 DW0780.and adjusted by the National Geodetic Survey in June 1991..
 DW0780
 DW0780.The geoid height was determined by GEOID03.
 DW0780
 DW0780.The dynamic height is computed by dividing the NAVD 88
 DW0780.geopotential number by the normal gravity value computed on the
 DW0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0780.degrees latitude (g = 980.6199 gals.).
 DW0780
 DW0780.The modeled gravity was interpolated from observed gravity values.
 DW0780
 DW0780;                    North         East    Units  Estimated Accuracy
 DW0780;SPC AZ W     -   293,380.      159,840.      MT  (+/- 180 meters Scaled)
 DW0780
 DW0780                          SUPERSEDED SURVEY CONTROL
 DW0780
 DW0780  NGVD 29 (??/??/??)  359.003  (m)         1177.83   (f) ADJUSTED    1 2
 DW0780
 DW0780.Superseded values are not recommended for survey control.
 DW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0780.See file dsdata.txt to determine how the superseded data were derived.
 DW0780
 DW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT479259(NAD 83)
 DW0780_MARKER: DD = SURVEY DISK
 DW0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0780_SP_SET: HEADWALL
 DW0780_STAMPING: 1177.71 695+235 1932
 DW0780_MARK LOGO: AZHD  
 DW0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0780
 DW0780  HISTORY     - Date     Condition        Report By
 DW0780  HISTORY     - 1932     MONUMENTED       AZHD
 DW0780  HISTORY     - 1962     GOOD             NGS
 DW0780  HISTORY     - 1981     GOOD             NGS
 DW0780
 DW0780                          STATION DESCRIPTION
 DW0780
 DW0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0780'6.9 MI W FROM QUARTZSITE.
 DW0780'6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0780'AT QUARTZSITE TO THE JUNCTION OF OLD U.S. HIGHWAY 60, THENCE
 DW0780'0.6 MILES EAST ALONG THE OLD HIGHWAY, SET IN TOP AND CENTER OF
 DW0780'THE SOUTH HEADWALL OF A 10 FOOT CONCRETE BRIDGE, 20 FEET SOUTH
 DW0780'OF THE CENTER OF THE OLD HIGHWAY, AND IS ABOUT 0.5 FOOT ABOVE
 DW0780'THE LEVEL OF THE ROAD.
 DW0780
 DW0780                          STATION RECOVERY (1981)
 DW0780
 DW0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0780'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0780'95 OVERPASS IN QUARTZSITE, THENCE 8.6 KM (5.35 MI) WEST ALONG OLD U.S.
 DW0780'HIGHWAY 60, 0.85 KM (0.55 MI) EAST OF THE DOME ROCK INTERCHANGE ON
 DW0780'INTERSTATE 10, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 10 X 6
 DW0780'FOOT BOX CULVERT UNDER THE HIGHWAY, 5.0 METERS (16.4 FT) SOUTH OF THE
 DW0780'CENTERLINE OF THE HIGHWAY. NOTE-CULVERT SET ON BEDROCK.
 DW0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1010 ***********************************************************************
 DU1010  DESIGNATION -  1177.78
 DU1010  PID         -  DU1010
 DU1010  STATE/COUNTY-  AZ/MARICOPA
 DU1010  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1010
 DU1010                         *CURRENT SURVEY CONTROL
 DU1010  ___________________________________________________________________
 DU1010* NAD 83(1986)-  33 11 55.     (N)    111 54 16.     (W)     SCALED    
 DU1010* NAVD 88     -       359.35   (+/-2cm)    1179.0    (feet)  VERTCON   
 DU1010  ___________________________________________________________________
 DU1010  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1010
 DU1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1010
 DU1010.The horizontal coordinates were scaled from a topographic map and have
 DU1010.an estimated accuracy of +/- 6 seconds.
 DU1010
 DU1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1010.The vertical order pertains to the NGVD 29 superseded value.
 DU1010
 DU1010.The geoid height was determined by GEOID03.
 DU1010
 DU1010;                    North         East    Units  Estimated Accuracy
 DU1010;SPC AZ C     -   243,780.      214,500.      MT  (+/- 180 meters Scaled)
 DU1010
 DU1010                          SUPERSEDED SURVEY CONTROL
 DU1010
 DU1010  NGVD 29 (??/??/92)  358.854  (m)         1177.34   (f) ADJ UNCH    2 0
 DU1010
 DU1010.Superseded values are not recommended for survey control.
 DU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1010.See file dsdata.txt to determine how the superseded data were derived.
 DU1010
 DU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB156736(NAD 83)
 DU1010_MARKER: DD = SURVEY DISK
 DU1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1010_STAMPING: 1177.78 1961 1667+26.71
 DU1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1010+STABILITY: SURFACE MOTION
 DU1010
 DU1010  HISTORY     - Date     Condition        Report By
 DU1010  HISTORY     - 1961     MONUMENTED       AZHD
 DU1010  HISTORY     - 1962     GOOD             NGS
 DU1010
 DU1010                          STATION DESCRIPTION
 DU1010
 DU1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU1010'15.6 MI SW FROM CHANDLER.
 DU1010'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1010'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1010'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 6.7 MILES
 DU1010'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1010'OF PROPOSED INTERSTATE HIGHWAY 10, IN THE CENTER OF THE TRACK ROAD, 6
 DU1010'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU1010'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0559 ***********************************************************************
 DU0559  DESIGNATION -  117+88.69
 DU0559  PID         -  DU0559
 DU0559  STATE/COUNTY-  AZ/PINAL
 DU0559  USGS QUAD   -  FLORENCE (1981)
 DU0559
 DU0559                         *CURRENT SURVEY CONTROL
 DU0559  ___________________________________________________________________
 DU0559* NAD 83(1986)-  33 07 05.     (N)    111 29 11.     (W)     SCALED    
 DU0559* NAVD 88     -       462.75   (+/-2cm)    1518.2    (feet)  VERTCON   
 DU0559  ___________________________________________________________________
 DU0559  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0559
 DU0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0559
 DU0559.The horizontal coordinates were scaled from a topographic map and have
 DU0559.an estimated accuracy of +/- 6 seconds.
 DU0559
 DU0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0559.The vertical order pertains to the NGVD 29 superseded value.
 DU0559
 DU0559.The geoid height was determined by GEOID03.
 DU0559
 DU0559;                    North         East    Units  Estimated Accuracy
 DU0559;SPC AZ C     -   234,930.      253,510.      MT  (+/- 180 meters Scaled)
 DU0559
 DU0559                          SUPERSEDED SURVEY CONTROL
 DU0559
 DU0559  NGVD 29 (??/??/92)  462.242  (m)         1516.54   (f) ADJ UNCH    1 2
 DU0559
 DU0559.Superseded values are not recommended for survey control.
 DU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0559.See file dsdata.txt to determine how the superseded data were derived.
 DU0559
 DU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB546644(NAD 83)
 DU0559_MARKER: DD = SURVEY DISK
 DU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0559_STAMPING: 117+88.69 1961
 DU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0559+STABILITY: SURFACE MOTION
 DU0559
 DU0559  HISTORY     - Date     Condition        Report By
 DU0559  HISTORY     - 1961     MONUMENTED       AZHD
 DU0559  HISTORY     - 1967     GOOD             NGS
 DU0559  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0559
 DU0559                          STATION DESCRIPTION
 DU0559
 DU0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0559'1.2 MI SE FROM MAGMA.
 DU0559'ABOUT 1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0559'STATION SIGN AT MAGMA, IN S 1, T 4 S, R 8 E, 104 FEET SOUTHWEST OF THE
 DU0559'CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 102 FEET
 DU0559'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 41 FEET SOUTH OF THE
 DU0559'CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF A POWER POLE, 6 1/2 FEET
 DU0559'NORTHWEST OF A FENCE CORNER, 0.8 FOOT EAST OF A METAL WITNESS POST,
 DU0559'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 DU0559'CONCRETE POST PROJECTING 2 INCHES.
 DU0559
 DU0559                          STATION RECOVERY (1992)
 DU0559
 DU0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0610 ***********************************************************************
 ER0610  DESIGNATION -  118 BKC
 ER0610  PID         -  ER0610
 ER0610  STATE/COUNTY-  AZ/APACHE
 ER0610  USGS QUAD   -  MESA PARADA (1971)
 ER0610
 ER0610                         *CURRENT SURVEY CONTROL
 ER0610  ___________________________________________________________________
 ER0610* NAD 83(1986)-  34 26 31.     (N)    109 04 09.     (W)     SCALED    
 ER0610* NAVD 88     -      1954.281  (meters)    6411.67   (feet)  ADJUSTED  
 ER0610  ___________________________________________________________________
 ER0610  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ER0610  DYNAMIC HT  -        1951.331 (meters)    6401.99  (feet)  COMP
 ER0610  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 ER0610
 ER0610  VERT ORDER  -  SECOND    CLASS 0
 ER0610
 ER0610.The horizontal coordinates were scaled from a topographic map and have
 ER0610.an estimated accuracy of +/- 6 seconds.
 ER0610
 ER0610.The orthometric height was determined by differential leveling
 ER0610.and adjusted by the National Geodetic Survey in June 1991..
 ER0610
 ER0610.The geoid height was determined by GEOID03.
 ER0610
 ER0610.The dynamic height is computed by dividing the NAVD 88
 ER0610.geopotential number by the normal gravity value computed on the
 ER0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0610.degrees latitude (g = 980.6199 gals.).
 ER0610
 ER0610.The modeled gravity was interpolated from observed gravity values.
 ER0610
 ER0610;                    North         East    Units  Estimated Accuracy
 ER0610;SPC AZ E     -   382,220.      314,220.      MT  (+/- 180 meters Scaled)
 ER0610
 ER0610                          SUPERSEDED SURVEY CONTROL
 ER0610
 ER0610.No superseded survey control is available for this station.
 ER0610
 ER0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD773128(NAD 83)
 ER0610_MARKER: DB = BENCH MARK DISK
 ER0610_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ER0610+WITH SETTING: PAVEMENT
 ER0610_SP_SET: CONCRETE BASE OF A CATTLEGUARD
 ER0610_STAMPING: 118 BKC 1968 6409
 ER0610_MARK LOGO: USGS  
 ER0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0610+STABILITY: SURFACE MOTION
 ER0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0610+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0610
 ER0610  HISTORY     - Date     Condition        Report By
 ER0610  HISTORY     - 1968     MONUMENTED       USGS
 ER0610
 ER0610                          STATION DESCRIPTION
 ER0610
 ER0610'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0610'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0610'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0610'THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD TO A CATTLEGUARD, 6 FEET
 ER0610'NORTH OF THE ROAD, SET IN THE NORTHEAST CORNER OF THE CONCRETE BASE
 ER0610'OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0583 ***********************************************************************
 ER0583  DESIGNATION -  118 DOR
 ER0583  PID         -  ER0583
 ER0583  STATE/COUNTY-  AZ/APACHE
 ER0583  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0583
 ER0583                         *CURRENT SURVEY CONTROL
 ER0583  ___________________________________________________________________
 ER0583* NAD 83(1986)-  34 41 19.     (N)    109 23 08.     (W)     SCALED    
 ER0583* NAVD 88     -      1722.857  (meters)    5652.41   (feet)  ADJUSTED  
 ER0583  ___________________________________________________________________
 ER0583  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0583  DYNAMIC HT  -        1720.399 (meters)    5644.34  (feet)  COMP
 ER0583  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 ER0583
 ER0583  VERT ORDER  -  SECOND    CLASS II
 ER0583
 ER0583.The horizontal coordinates were scaled from a topographic map and have
 ER0583.an estimated accuracy of +/- 6 seconds.
 ER0583
 ER0583.The orthometric height was determined by differential leveling
 ER0583.and adjusted by the National Geodetic Survey in June 1991..
 ER0583
 ER0583.The geoid height was determined by GEOID03.
 ER0583
 ER0583.The dynamic height is computed by dividing the NAVD 88
 ER0583.geopotential number by the normal gravity value computed on the
 ER0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0583.degrees latitude (g = 980.6199 gals.).
 ER0583
 ER0583.The modeled gravity was interpolated from observed gravity values.
 ER0583
 ER0583;                    North         East    Units  Estimated Accuracy
 ER0583;SPC AZ E     -   409,310.      284,930.      MT  (+/- 180 meters Scaled)
 ER0583
 ER0583                          SUPERSEDED SURVEY CONTROL
 ER0583
 ER0583  NGVD 29 (??/??/92) 1722.01   (m)         5649.6    (f) COMPUTED    2 2
 ER0583
 ER0583.Superseded values are not recommended for survey control.
 ER0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0583.See file dsdata.txt to determine how the superseded data were derived.
 ER0583
 ER0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD478396(NAD 83)
 ER0583_MARKER: DB = BENCH MARK DISK
 ER0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0583_SP_SET: CONCRETE POST
 ER0583_STAMPING: 118 DOR 1972 5649
 ER0583_MARK LOGO: USGS  
 ER0583_PROJECTION: PROJECTING 5 CENTIMETERS
 ER0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0583+STABILITY: SURFACE MOTION
 ER0583
 ER0583  HISTORY     - Date     Condition        Report By
 ER0583  HISTORY     - 1972     MONUMENTED       USGS
 ER0583
 ER0583                          STATION DESCRIPTION
 ER0583
 ER0583'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0583'43.0 KM (26.70 MI) NORTH FROM ST JOHNS.
 ER0583'FROM THE POST OFFICE IN ST JOHNS, 4.8 MILES WEST ALONG HIGHWAYS 61
 ER0583'AND 180 TO A T-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG
 ER0583'HIGHWAY 180 TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE
 ER0583'ROAD TOWARD NAVAJO TO A T-ROAD EAST, THENCE 6.5 MILES EAST, (OR 12.4
 ER0583'MILES EAST AND NORTH OF THE ST JOHNS POST OFFICE ALONG HIGHWAY 666 TO
 ER0583'A T-ROAD WEST TO A CATTLEGUARD, THENCE 1.6 MILES NORTHWEST TO AN OLD
 ER0583'RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO A FENCE CORNER,
 ER0583'THENCE 4.0 MILES WEST ALONG A FENCE LINE), 0.4 MILES WEST OF A
 ER0583'WINDMILL, 115 FEET NORTHEAST OF A USBLM CADASTRAL SURVEY BRASS CAP
 ER0583'STAMPED -T15N R28E S20 S21 S29 S28 1963-, 36 FEET NORTH OF THE ROAD,
 ER0583'AND 5.0 FEET SOUTH OF A FENCE.
 ER0583'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0465 ***********************************************************************
 GQ0465  DESIGNATION -  118 DOR
 GQ0465  PID         -  GQ0465
 GQ0465  STATE/COUNTY-  AZ/MOHAVE
 GQ0465  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0465
 GQ0465                         *CURRENT SURVEY CONTROL
 GQ0465  ___________________________________________________________________
 GQ0465* NAD 83(1986)-  36 36 15.     (N)    113 24 39.     (W)     SCALED    
 GQ0465* NAVD 88     -      1544.445  (meters)    5067.07   (feet)  POSTED    
 GQ0465  ___________________________________________________________________
 GQ0465  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GQ0465  DYNAMIC HT  -        1542.650 (meters)    5061.18  (feet)  COMP
 GQ0465  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 GQ0465
 GQ0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0465
 GQ0465.The horizontal coordinates were scaled from a topographic map and have
 GQ0465.an estimated accuracy of +/- 6 seconds.
 GQ0465
 GQ0465.The orthometric height was determined by differential leveling
 GQ0465.and adjusted by the National Geodetic Survey in 1992..
 GQ0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0465.rate of 0.0 thru 1.0 mm/km.
 GQ0465
 GQ0465.The geoid height was determined by GEOID03.
 GQ0465
 GQ0465.The dynamic height is computed by dividing the NAVD 88
 GQ0465.geopotential number by the normal gravity value computed on the
 GQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0465.degrees latitude (g = 980.6199 gals.).
 GQ0465
 GQ0465.The modeled gravity was interpolated from observed gravity values.
 GQ0465
 GQ0465;                    North         East    Units  Estimated Accuracy
 GQ0465;SPC AZ W     -   621,620.      243,700.      MT  (+/- 180 meters Scaled)
 GQ0465
 GQ0465                          SUPERSEDED SURVEY CONTROL
 GQ0465
 GQ0465.No superseded survey control is available for this station.
 GQ0465
 GQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF843536(NAD 83)
 GQ0465_MARKER: DB = BENCH MARK DISK
 GQ0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0465_SP_SET: COPPER-CLAD STEEL ROD
 GQ0465_STAMPING: 118 DOR 1970 5064
 GQ0465_MARK LOGO: USGS  
 GQ0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0465
 GQ0465  HISTORY     - Date     Condition        Report By
 GQ0465  HISTORY     - 1970     MONUMENTED       USGS
 GQ0465
 GQ0465                          STATION DESCRIPTION
 GQ0465
 GQ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0465'66.6 KM (41.40 MI) SSE FROM ST GEORGE UT.
 GQ0465'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0465'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0465'ROAD TO THE ARIZONA STATE LINE, CONTINUE 34.7 MILES SOUTH ALONG MT.
 GQ0465'TRUMBULL ROAD, 50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0465'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0465'THE MARK IS 8 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0687 ***********************************************************************
 GP0687  DESIGNATION -  118 DOR
 GP0687  PID         -  GP0687
 GP0687  STATE/COUNTY-  AZ/NAVAJO
 GP0687  USGS QUAD   -  SHONTO NW (1980)
 GP0687
 GP0687                         *CURRENT SURVEY CONTROL
 GP0687  ___________________________________________________________________
 GP0687* NAD 83(1986)-  36 42 58.     (N)    110 42 07.     (W)     SCALED    
 GP0687* NAVD 88     -      2171.041  (meters)    7122.82   (feet)  ADJUSTED  
 GP0687  ___________________________________________________________________
 GP0687  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GP0687  DYNAMIC HT  -        2168.279 (meters)    7113.76  (feet)  COMP
 GP0687  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 GP0687
 GP0687  VERT ORDER  -  SECOND    CLASS 0
 GP0687
 GP0687.The horizontal coordinates were scaled from a topographic map and have
 GP0687.an estimated accuracy of +/- 6 seconds.
 GP0687
 GP0687.The orthometric height was determined by differential leveling
 GP0687.and adjusted by the National Geodetic Survey in June 1991..
 GP0687
 GP0687.The geoid height was determined by GEOID03.
 GP0687
 GP0687.The dynamic height is computed by dividing the NAVD 88
 GP0687.geopotential number by the normal gravity value computed on the
 GP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0687.degrees latitude (g = 980.6199 gals.).
 GP0687
 GP0687.The modeled gravity was interpolated from observed gravity values.
 GP0687
 GP0687;                    North         East    Units  Estimated Accuracy
 GP0687;SPC AZ E     -   634,100.      165,540.      MT  (+/- 180 meters Scaled)
 GP0687
 GP0687                          SUPERSEDED SURVEY CONTROL
 GP0687
 GP0687.No superseded survey control is available for this station.
 GP0687
 GP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF266634(NAD 83)
 GP0687_MARKER: DB = BENCH MARK DISK
 GP0687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0687_SP_SET: COPPER-CLAD STEEL ROD
 GP0687_STAMPING: 118 DOR 1969 7119
 GP0687_MARK LOGO: USGS  
 GP0687_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0687+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0687
 GP0687  HISTORY     - Date     Condition        Report By
 GP0687  HISTORY     - 1969     MONUMENTED       USGS
 GP0687
 GP0687                          STATION DESCRIPTION
 GP0687
 GP0687'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0687'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0687'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0687'NORTH, THENCE 25.5 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0687'MOUNTAIN ROAD TO THE TOP OF A RISE, 40 FEET NORTHWEST AND 3 FEET
 GP0687'HIGHER THAN THE ROAD, 2 FEET NORTH OF A WITNESS, ON THE SOUTHEAST RIM
 GP0687'OF A LARGE CANYON, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0687'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1446 ***********************************************************************
 DU1446  DESIGNATION -  1182
 DU1446  PID         -  DU1446
 DU1446  STATE/COUNTY-  AZ/MARICOPA
 DU1446  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1446
 DU1446                         *CURRENT SURVEY CONTROL
 DU1446  ___________________________________________________________________
 DU1446* NAD 83(1986)-  33 23 12.     (N)    111 34 50.     (W)     SCALED    
 DU1446* NAVD 88     -       479.67   (+/-2cm)    1573.7    (feet)  VERTCON   
 DU1446  ___________________________________________________________________
 DU1446  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1446
 DU1446  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1446
 DU1446.The horizontal coordinates were scaled from a topographic map and have
 DU1446.an estimated accuracy of +/- 6 seconds.
 DU1446
 DU1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1446.The vertical order pertains to the NGVD 29 superseded value.
 DU1446
 DU1446.The geoid height was determined by GEOID03.
 DU1446
 DU1446;                    North         East    Units  Estimated Accuracy
 DU1446;SPC AZ C     -   264,680.      244,630.      MT  (+/- 180 meters Scaled)
 DU1446
 DU1446                          SUPERSEDED SURVEY CONTROL
 DU1446
 DU1446  NGVD 29 (??/??/92)  479.126  (m)         1571.93   (f) ADJ UNCH    1 1
 DU1446
 DU1446.Superseded values are not recommended for survey control.
 DU1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1446.See file dsdata.txt to determine how the superseded data were derived.
 DU1446
 DU1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460943(NAD 83)
 DU1446_MARKER: DD = SURVEY DISK
 DU1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1446_STAMPING: P M 1182
 DU1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1446+STABILITY: SURFACE MOTION
 DU1446
 DU1446  HISTORY     - Date     Condition        Report By
 DU1446  HISTORY     - UNK      MONUMENTED       AZHD
 DU1446  HISTORY     - 1975     GOOD             AZDT
 DU1446
 DU1446                          STATION DESCRIPTION
 DU1446
 DU1446'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1446'7 MI SW FROM PALM SPRINGS.
 DU1446'AT THE APPROXIMATE INTERSECTION OF THE CENTERLINE OF THE SUPERSTITION
 DU1446'FREEWAY AND MERIDION ROAD.  ON THE FREEWAY CENTERLINE.  6 FT. WEST OF
 DU1446'THE CENTERLINE OF MERIDION ROAD.  4 FT. NORTH OF A P AND M SURVEY
 DU1446'SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  AN AHD BRASS
 DU1446'CAP, SET IN AN 8 IN. SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1716 ***********************************************************************
 DU1716  DESIGNATION -  1182.13
 DU1716  PID         -  DU1716
 DU1716  STATE/COUNTY-  AZ/MARICOPA
 DU1716  USGS QUAD   -  TEMPE (1982)
 DU1716
 DU1716                         *CURRENT SURVEY CONTROL
 DU1716  ___________________________________________________________________
 DU1716* NAD 83(1986)-  33 23 14.     (N)    111 58 07.     (W)     SCALED    
 DU1716* NAVD 88     -       360.579  (meters)    1183.00   (feet)  ADJUSTED  
 DU1716  ___________________________________________________________________
 DU1716  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1716  DYNAMIC HT  -         360.164 (meters)    1181.64  (feet)  COMP
 DU1716  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1716
 DU1716  VERT ORDER  -  SECOND    CLASS I
 DU1716
 DU1716.The horizontal coordinates were scaled from a topographic map and have
 DU1716.an estimated accuracy of +/- 6 seconds.
 DU1716
 DU1716.The orthometric height was determined by differential leveling
 DU1716.and adjusted by the National Geodetic Survey in November 1993..
 DU1716
 DU1716.The geoid height was determined by GEOID03.
 DU1716
 DU1716.The dynamic height is computed by dividing the NAVD 88
 DU1716.geopotential number by the normal gravity value computed on the
 DU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1716.degrees latitude (g = 980.6199 gals.).
 DU1716
 DU1716.The modeled gravity was interpolated from observed gravity values.
 DU1716
 DU1716;                    North         East    Units  Estimated Accuracy
 DU1716;SPC AZ C     -   264,690.      208,530.      MT  (+/- 180 meters Scaled)
 DU1716
 DU1716                          SUPERSEDED SURVEY CONTROL
 DU1716
 DU1716.No superseded survey control is available for this station.
 DU1716
 DU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099946(NAD 83)
 DU1716_MARKER: DB = BENCH MARK DISK
 DU1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1716_SP_SET: CONCRETE HEADWALL
 DU1716_STAMPING: 1182.13
 DU1716_MARK LOGO: AZDT  
 DU1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1716
 DU1716  HISTORY     - Date     Condition        Report By
 DU1716  HISTORY     - UNK      MONUMENTED       AZDT
 DU1716  HISTORY     - 1981     GOOD             AZDT
 DU1716
 DU1716                          STATION DESCRIPTION
 DU1716
 DU1716'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1716'IN TEMPE.
 DU1716'IN TEMPE, FROM THE INTERSECTION OF INTERSTATE 10 AND BASELINE ROAD
 DU1716'TRAVEL NORTH ALONG INTERSTATE 10 FOR 0.62 MI (1.06 KM) TO THE WESTERN
 DU1716'CANAL AND THE MARK ON THE EASTSIDE OF THE WESTBOUND LANE, 500 FT
 DU1716'(152.4 METERS) SOUTH OF S.R. 360, A STANDARD AZDT BRASS CAP IN THE
 DU1716'CENTER OF THE EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1715 ***********************************************************************
 DU1715  DESIGNATION -  1182.18
 DU1715  PID         -  DU1715
 DU1715  STATE/COUNTY-  AZ/MARICOPA
 DU1715  USGS QUAD   -  TEMPE (1982)
 DU1715
 DU1715                         *CURRENT SURVEY CONTROL
 DU1715  ___________________________________________________________________
 DU1715* NAD 83(1986)-  33 23 14.     (N)    111 58 06.     (W)     SCALED    
 DU1715* NAVD 88     -       360.590  (meters)    1183.04   (feet)  ADJUSTED  
 DU1715  ___________________________________________________________________
 DU1715  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1715  DYNAMIC HT  -         360.174 (meters)    1181.67  (feet)  COMP
 DU1715  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1715
 DU1715  VERT ORDER  -  SECOND    CLASS I
 DU1715
 DU1715.The horizontal coordinates were scaled from a topographic map and have
 DU1715.an estimated accuracy of +/- 6 seconds.
 DU1715
 DU1715.The orthometric height was determined by differential leveling
 DU1715.and adjusted by the National Geodetic Survey in November 1993..
 DU1715
 DU1715.The geoid height was determined by GEOID03.
 DU1715
 DU1715.The dynamic height is computed by dividing the NAVD 88
 DU1715.geopotential number by the normal gravity value computed on the
 DU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1715.degrees latitude (g = 980.6199 gals.).
 DU1715
 DU1715.The modeled gravity was interpolated from observed gravity values.
 DU1715
 DU1715;                    North         East    Units  Estimated Accuracy
 DU1715;SPC AZ C     -   264,690.      208,550.      MT  (+/- 180 meters Scaled)
 DU1715
 DU1715                          SUPERSEDED SURVEY CONTROL
 DU1715
 DU1715.No superseded survey control is available for this station.
 DU1715
 DU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099946(NAD 83)
 DU1715_MARKER: DB = BENCH MARK DISK
 DU1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1715_SP_SET: CONCRETE HEADWALL
 DU1715_STAMPING: 1182.18
 DU1715_MARK LOGO: AZDT  
 DU1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1715
 DU1715  HISTORY     - Date     Condition        Report By
 DU1715  HISTORY     - UNK      MONUMENTED       AZDT
 DU1715  HISTORY     - 1981     GOOD             AZDT
 DU1715
 DU1715                          STATION DESCRIPTION
 DU1715
 DU1715'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1715'IN TEMPE.
 DU1715'IN TEMPE, FROM THE INTERSECTION OF INTERSTATE 10 AND BASELINE ROAD
 DU1715'TRAVEL NORTH ALONG INTERSTATE 10 FOR 0.62 MI (1.06 KM) TO THE MARK ON
 DU1715'THE WEST SIDE OF EASTBOUND LANE, 500 FT (152.40 METERS) SOUTH OF S.R.
 DU1715'360, A STANDARD AZDT BRASS CAP IN THE CENTER OF THE WEST HEADWALL OF
 DU1715'BRIDGE OVER WESTERN CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1708 ***********************************************************************
 DU1708  DESIGNATION -  1182.77
 DU1708  PID         -  DU1708
 DU1708  STATE/COUNTY-  AZ/MARICOPA
 DU1708  USGS QUAD   -  TEMPE (1982)
 DU1708
 DU1708                         *CURRENT SURVEY CONTROL
 DU1708  ___________________________________________________________________
 DU1708* NAD 83(1986)-  33 23 09.     (N)    111 57 36.     (W)     SCALED    
 DU1708* NAVD 88     -       361.094  (meters)    1184.69   (feet)  ADJUSTED  
 DU1708  ___________________________________________________________________
 DU1708  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1708  DYNAMIC HT  -         360.678 (meters)    1183.32  (feet)  COMP
 DU1708  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 DU1708
 DU1708  VERT ORDER  -  SECOND    CLASS I
 DU1708
 DU1708.The horizontal coordinates were scaled from a topographic map and have
 DU1708.an estimated accuracy of +/- 6 seconds.
 DU1708
 DU1708.The orthometric height was determined by differential leveling
 DU1708.and adjusted by the National Geodetic Survey in November 1993..
 DU1708
 DU1708.The geoid height was determined by GEOID03.
 DU1708
 DU1708.The dynamic height is computed by dividing the NAVD 88
 DU1708.geopotential number by the normal gravity value computed on the
 DU1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1708.degrees latitude (g = 980.6199 gals.).
 DU1708
 DU1708.The modeled gravity was interpolated from observed gravity values.
 DU1708
 DU1708;                    North         East    Units  Estimated Accuracy
 DU1708;SPC AZ C     -   264,540.      209,330.      MT  (+/- 180 meters Scaled)
 DU1708
 DU1708                          SUPERSEDED SURVEY CONTROL
 DU1708
 DU1708.No superseded survey control is available for this station.
 DU1708
 DU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB107944(NAD 83)
 DU1708_MARKER: DB = BENCH MARK DISK
 DU1708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1708_SP_SET: CONCRETE BRIDGE
 DU1708_STAMPING: 1182.77
 DU1708_MARK LOGO: AZDT  
 DU1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1708
 DU1708  HISTORY     - Date     Condition        Report By
 DU1708  HISTORY     - UNK      MONUMENTED       AZDT
 DU1708  HISTORY     - 1981     GOOD             AZDT
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708
 DU1708                          STATION DESCRIPTION
 DU1708
 DU1708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1708'IN TEMPE.
 DU1708'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1708'TO THE INTERSECTION OF PRIEST DRIVE, THENCE SOUTH 2323 FT
 DU1708'(708.11 METERS) TO THE MARK ON THE RIGHT, ON THE SOUTHWEST CORNER OF
 DU1708'THE PRIEST DRIVE BRIDGE OVER THE WESTERN CANAL, A STANDARD AZDT BRASS
 DU1708'CAP ON THE BRIDGE CURB.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003
 DU1708'MARK NOT FOUND.  A NEW BRIDGE HAS BEEN BUILT OVER THIS CANAL. IS A NEW
 DU1708'MALL BUILT HERE. THE ARIZONA MILLS MALL. THE THE BRIDGE IS BIGGER TO
 DU1708'ACCOMODATE THIS MALL I ASSUME.  IS TWO LANES. WAS ONCE ONE LANE.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU1708'MARK NOT RECOVERED.  THE MARK WAS ONCE AT A SMALL ROAD AT A CANAL. WE
 DU1708'NOW HAVE THE ARIZONA MILLS MALL HERE. THE ROAD, BRIDGE, AND CANAL HAVE
 DU1708'BEEN ENLARGED, THE MARKER IS NOT TO BE FOUND.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU1708'NEW BRIDGE WAS MADE TO ACCOMODATE GROWTH.  MARKER IS NOW COVERED BY
 DU1708'NEW BRIDGE.
 DU1708' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0251 ***********************************************************************
 DV0251  DESIGNATION -  1189
 DV0251  PID         -  DV0251
 DV0251  STATE/COUNTY-  AZ/MARICOPA
 DV0251  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0251
 DV0251                         *CURRENT SURVEY CONTROL
 DV0251  ___________________________________________________________________
 DV0251* NAD 83(1986)-  33 38 06.     (N)    112 20 44.     (W)     SCALED    
 DV0251* NAVD 88     -       362.90   (+/-2cm)    1190.6    (feet)  VERTCON   
 DV0251  ___________________________________________________________________
 DV0251  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0251
 DV0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0251
 DV0251.The horizontal coordinates were scaled from a topographic map and have
 DV0251.an estimated accuracy of +/- 6 seconds.
 DV0251
 DV0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0251.The vertical order pertains to the NGVD 29 superseded value.
 DV0251
 DV0251.The geoid height was determined by GEOID03.
 DV0251
 DV0251;                    North         East    Units  Estimated Accuracy
 DV0251;SPC AZ C     -   292,260.      173,570.      MT  (+/- 180 meters Scaled)
 DV0251
 DV0251                          SUPERSEDED SURVEY CONTROL
 DV0251
 DV0251  NGVD 29 (??/??/92)  362.324  (m)         1188.72   (f) ADJ UNCH    2 0
 DV0251
 DV0251.Superseded values are not recommended for survey control.
 DV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0251.See file dsdata.txt to determine how the superseded data were derived.
 DV0251
 DV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC752224(NAD 83)
 DV0251_MARKER: P = PIPE CAP
 DV0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0251
 DV0251  HISTORY     - Date     Condition        Report By
 DV0251  HISTORY     - UNK      MONUMENTED       USGS
 DV0251  HISTORY     - 1933     GOOD             NGS
 DV0251  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0251
 DV0251                          STATION DESCRIPTION
 DV0251
 DV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0251'3.2 MI SE FROM BEARDSLEY.
 DV0251'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.4 MILES
 DV0251'SOUTHEAST OF MILEPOST 172, 60 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0251
 DV0251                          STATION RECOVERY (2002)
 DV0251
 DV0251'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1013 ***********************************************************************
 DU1013  DESIGNATION -  1189.34
 DU1013  PID         -  DU1013
 DU1013  STATE/COUNTY-  AZ/MARICOPA
 DU1013  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1013
 DU1013                         *CURRENT SURVEY CONTROL
 DU1013  ___________________________________________________________________
 DU1013* NAD 83(1986)-  33 11 02.     (N)    111 53 36.     (W)     SCALED    
 DU1013* NAVD 88     -       362.86   (+/-2cm)    1190.5    (feet)  VERTCON   
 DU1013  ___________________________________________________________________
 DU1013  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1013
 DU1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1013
 DU1013.The horizontal coordinates were scaled from a topographic map and have
 DU1013.an estimated accuracy of +/- 6 seconds.
 DU1013
 DU1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1013.The vertical order pertains to the NGVD 29 superseded value.
 DU1013
 DU1013.The geoid height was determined by GEOID03.
 DU1013
 DU1013;                    North         East    Units  Estimated Accuracy
 DU1013;SPC AZ C     -   242,140.      215,540.      MT  (+/- 180 meters Scaled)
 DU1013
 DU1013                          SUPERSEDED SURVEY CONTROL
 DU1013
 DU1013  NGVD 29 (??/??/92)  362.368  (m)         1188.87   (f) ADJ UNCH    2 0
 DU1013
 DU1013.Superseded values are not recommended for survey control.
 DU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1013.See file dsdata.txt to determine how the superseded data were derived.
 DU1013
 DU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB167720(NAD 83)
 DU1013_MARKER: DD = SURVEY DISK
 DU1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1013_STAMPING: 1189.34 1961 1333+69.38
 DU1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1013+STABILITY: SURFACE MOTION
 DU1013
 DU1013  HISTORY     - Date     Condition        Report By
 DU1013  HISTORY     - 1961     MONUMENTED       AZHD
 DU1013  HISTORY     - 1962     GOOD             NGS
 DU1013
 DU1013                          STATION DESCRIPTION
 DU1013
 DU1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU1013'16.9 MI SW FROM CHANDLER.
 DU1013'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1013'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1013'MILES SOUTHWEST ALONG AN ASPHLAT PAVED ROAD, THENCE 8.0 MILES
 DU1013'SOUTHEAST ALONG A TRACK ROAD TO THE CROSSING OF AN EAST-WEST DIRT
 DU1013'ROAD, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, IN THE
 DU1013'CENTER OF THE TRACK ROAD, 5.5 FEET NORTHEAST OF A METAL WITNESS POST,
 DU1013'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0722 ***********************************************************************
 CY0722  DESIGNATION -  119 35
 CY0722  PID         -  CY0722
 CY0722  STATE/COUNTY-  AZ/GRAHAM
 CY0722  USGS QUAD   -  SAFFORD (1985)
 CY0722
 CY0722                         *CURRENT SURVEY CONTROL
 CY0722  ___________________________________________________________________
 CY0722* NAD 83(1986)-  32 48 53.     (N)    109 42 26.     (W)     SCALED    
 CY0722* NAVD 88     -       903.470  (meters)    2964.13   (feet)  ADJUSTED  
 CY0722  ___________________________________________________________________
 CY0722  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY0722  DYNAMIC HT  -         902.201 (meters)    2959.97  (feet)  COMP
 CY0722  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 CY0722
 CY0722  VERT ORDER  -  FIRST     CLASS II
 CY0722
 CY0722.The horizontal coordinates were scaled from a topographic map and have
 CY0722.an estimated accuracy of +/- 6 seconds.
 CY0722
 CY0722.The orthometric height was determined by differential leveling
 CY0722.and adjusted by the National Geodetic Survey in June 1991..
 CY0722
 CY0722.The geoid height was determined by GEOID03.
 CY0722
 CY0722.The dynamic height is computed by dividing the NAVD 88
 CY0722.geopotential number by the normal gravity value computed on the
 CY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0722.degrees latitude (g = 980.6199 gals.).
 CY0722
 CY0722.The modeled gravity was interpolated from observed gravity values.
 CY0722
 CY0722;                    North         East    Units  Estimated Accuracy
 CY0722;SPC AZ E     -   201,300.      256,380.      MT  (+/- 180 meters Scaled)
 CY0722
 CY0722                          SUPERSEDED SURVEY CONTROL
 CY0722
 CY0722.No superseded survey control is available for this station.
 CY0722
 CY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210314(NAD 83)
 CY0722_MARKER: DD = SURVEY DISK
 CY0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0722_SP_SET: BOX CULVERT
 CY0722_STAMPING: 119-35 STA 1977
 CY0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0722+STABILITY: SURFACE MOTION
 CY0722
 CY0722  HISTORY     - Date     Condition        Report By
 CY0722  HISTORY     - 1977     MONUMENTED       AZDT
 CY0722  HISTORY     - 1979     GOOD             NGS
 CY0722  HISTORY     - 20060825 GOOD             GEOCAC
 CY0722
 CY0722                          STATION DESCRIPTION
 CY0722
 CY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0722'1.4 MI SOUTH FROM SAFFORD.
 CY0722'1.4 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0722'HIGHWAY 70 IN SAFFORD, SET IN THE CENTER OF THE TOP OF A TRIPLE BOX
 CY0722'CULVERT RUNNING UNDER THE HIGHWAY, 0.2 MILE SOUTH OF LONE STAR ROAD,
 CY0722'0.4 MILE SOUTH OF MILE POST 120, AT A POWER LINE CROSSING, 40 FEET
 CY0722'EAST OF THE CENTERLINE OF THE HIGHWAY, 174 FEET NORTH OF A CITY LIMIT
 CY0722'SIGN, 26 FEET NORTH OF THE SOUTH END OF THE CULVERT AND 25 FEET
 CY0722'SOUTH OF THE NORTH END OF THE CULVERT.
 CY0722'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0722
 CY0722                          STATION RECOVERY (2006)
 CY0722
 CY0722'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0722'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0722'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, AND THE CULVERT IS A FOUR
 CY0722'BOX CULVERT. HANDHELD COORDINATES
 CY0722'32 48 50.10 (N)   109 42 27.00 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0611 ***********************************************************************
 ER0611  DESIGNATION -  119 BKC
 ER0611  PID         -  ER0611
 ER0611  STATE/COUNTY-  AZ/APACHE
 ER0611  USGS QUAD   -  MESA PARADA (1971)
 ER0611
 ER0611                         *CURRENT SURVEY CONTROL
 ER0611  ___________________________________________________________________
 ER0611* NAD 83(1986)-  34 26 12.     (N)    109 03 04.     (W)     SCALED    
 ER0611* NAVD 88     -      1985.102  (meters)    6512.79   (feet)  ADJUSTED  
 ER0611  ___________________________________________________________________
 ER0611  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0611  DYNAMIC HT  -        1982.117 (meters)    6503.00  (feet)  COMP
 ER0611  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 ER0611
 ER0611  VERT ORDER  -  SECOND    CLASS 0
 ER0611
 ER0611.The horizontal coordinates were scaled from a topographic map and have
 ER0611.an estimated accuracy of +/- 6 seconds.
 ER0611
 ER0611.The orthometric height was determined by differential leveling
 ER0611.and adjusted by the National Geodetic Survey in June 1991..
 ER0611
 ER0611.The geoid height was determined by GEOID03.
 ER0611
 ER0611.The dynamic height is computed by dividing the NAVD 88
 ER0611.geopotential number by the normal gravity value computed on the
 ER0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0611.degrees latitude (g = 980.6199 gals.).
 ER0611
 ER0611.The modeled gravity was interpolated from observed gravity values.
 ER0611
 ER0611;                    North         East    Units  Estimated Accuracy
 ER0611;SPC AZ E     -   381,650.      315,880.      MT  (+/- 180 meters Scaled)
 ER0611
 ER0611                          SUPERSEDED SURVEY CONTROL
 ER0611
 ER0611.No superseded survey control is available for this station.
 ER0611
 ER0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD790122(NAD 83)
 ER0611_MARKER: DB = BENCH MARK DISK
 ER0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0611_SP_SET: COPPER-CLAD STEEL ROD
 ER0611_STAMPING: 119 BKC 1968 6510
 ER0611_MARK LOGO: USGS  
 ER0611_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0611+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0611
 ER0611  HISTORY     - Date     Condition        Report By
 ER0611  HISTORY     - 1968     MONUMENTED       USGS
 ER0611
 ER0611                          STATION DESCRIPTION
 ER0611
 ER0611'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0611'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0611'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0611'THENCE 3.1 MILES SOUTHEAST ALONG A DIRT ROAD, 79 FEET SOUTH OF THE
 ER0611'ROAD, 24 FEET SOUTH OF A JUNIPER TREE, 4.5 FEET NORTH OF A WITNESS
 ER0611'POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0611'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0585 ***********************************************************************
 ER0585  DESIGNATION -  119 DOR
 ER0585  PID         -  ER0585
 ER0585  STATE/COUNTY-  AZ/APACHE
 ER0585  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0585
 ER0585                         *CURRENT SURVEY CONTROL
 ER0585  ___________________________________________________________________
 ER0585* NAD 83(1986)-  34 41 20.     (N)    109 22 06.     (W)     SCALED    
 ER0585* NAVD 88     -      1712.885  (meters)    5619.69   (feet)  ADJUSTED  
 ER0585  ___________________________________________________________________
 ER0585  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0585  DYNAMIC HT  -        1710.439 (meters)    5611.67  (feet)  COMP
 ER0585  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 ER0585
 ER0585  VERT ORDER  -  SECOND    CLASS II
 ER0585
 ER0585.The horizontal coordinates were scaled from a topographic map and have
 ER0585.an estimated accuracy of +/- 6 seconds.
 ER0585
 ER0585.The orthometric height was determined by differential leveling
 ER0585.and adjusted by the National Geodetic Survey in June 1991..
 ER0585
 ER0585.The geoid height was determined by GEOID03.
 ER0585
 ER0585.The dynamic height is computed by dividing the NAVD 88
 ER0585.geopotential number by the normal gravity value computed on the
 ER0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0585.degrees latitude (g = 980.6199 gals.).
 ER0585
 ER0585.The modeled gravity was interpolated from observed gravity values.
 ER0585
 ER0585;                    North         East    Units  Estimated Accuracy
 ER0585;SPC AZ E     -   409,350.      286,510.      MT  (+/- 180 meters Scaled)
 ER0585
 ER0585                          SUPERSEDED SURVEY CONTROL
 ER0585
 ER0585  NGVD 29 (??/??/92) 1712.03   (m)         5616.9    (f) COMPUTED    2 2
 ER0585
 ER0585.Superseded values are not recommended for survey control.
 ER0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0585.See file dsdata.txt to determine how the superseded data were derived.
 ER0585
 ER0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD494397(NAD 83)
 ER0585_MARKER: DB = BENCH MARK DISK
 ER0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0585_SP_SET: CONCRETE POST
 ER0585_STAMPING: 119 DOR 1972 5617
 ER0585_MARK LOGO: USGS  
 ER0585_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0585+STABILITY: SURFACE MOTION
 ER0585
 ER0585  HISTORY     - Date     Condition        Report By
 ER0585  HISTORY     - 1972     MONUMENTED       USGS
 ER0585
 ER0585                          STATION DESCRIPTION
 ER0585
 ER0585'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0585'29.5 KM (18.30 MI) NE FROM ST JOHNS.
 ER0585'FROM THE POST OFFICE AT ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0585'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0585'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0585'A FENCE CORNER, THENCE 3.0 MILES WEST ALONG A FENCE LINE, 0.6 MILES
 ER0585'EAST OF A WINDMILL, 34 FEET NORTH OF A USBLM CADASTRAL SURVEY BRASS
 ER0585'CAP STAMPED T15N R28E S21 S22 S28 S27 1963, AND 5 FEET NORTH OF A
 ER0585'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0466 ***********************************************************************
 GQ0466  DESIGNATION -  119 DOR
 GQ0466  PID         -  GQ0466
 GQ0466  STATE/COUNTY-  AZ/MOHAVE
 GQ0466  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0466
 GQ0466                         *CURRENT SURVEY CONTROL
 GQ0466  ___________________________________________________________________
 GQ0466* NAD 83(1986)-  36 35 32.     (N)    113 24 01.     (W)     SCALED    
 GQ0466* NAVD 88     -      1547.130  (meters)    5075.88   (feet)  POSTED    
 GQ0466  ___________________________________________________________________
 GQ0466  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0466  DYNAMIC HT  -        1545.330 (meters)    5069.97  (feet)  COMP
 GQ0466  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 GQ0466
 GQ0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0466
 GQ0466.The horizontal coordinates were scaled from a topographic map and have
 GQ0466.an estimated accuracy of +/- 6 seconds.
 GQ0466
 GQ0466.The orthometric height was determined by differential leveling
 GQ0466.and adjusted by the National Geodetic Survey in 1992..
 GQ0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0466.rate of 0.0 thru 1.0 mm/km.
 GQ0466
 GQ0466.The geoid height was determined by GEOID03.
 GQ0466
 GQ0466.The dynamic height is computed by dividing the NAVD 88
 GQ0466.geopotential number by the normal gravity value computed on the
 GQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0466.degrees latitude (g = 980.6199 gals.).
 GQ0466
 GQ0466.The modeled gravity was interpolated from observed gravity values.
 GQ0466
 GQ0466;                    North         East    Units  Estimated Accuracy
 GQ0466;SPC AZ W     -   620,300.      244,650.      MT  (+/- 180 meters Scaled)
 GQ0466
 GQ0466                          SUPERSEDED SURVEY CONTROL
 GQ0466
 GQ0466.No superseded survey control is available for this station.
 GQ0466
 GQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF852523(NAD 83)
 GQ0466_MARKER: DB = BENCH MARK DISK
 GQ0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0466_SP_SET: COPPER-CLAD STEEL ROD
 GQ0466_STAMPING: 119 DOR 1970 5073
 GQ0466_MARK LOGO: USGS  
 GQ0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0466
 GQ0466  HISTORY     - Date     Condition        Report By
 GQ0466  HISTORY     - 1970     MONUMENTED       USGS
 GQ0466
 GQ0466                          STATION DESCRIPTION
 GQ0466
 GQ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0466'68.4 KM (42.50 MI) SSE FROM ST GEORGE UT.
 GQ0466'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0466'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0466'ROAD TO THE ARIZONA STATE LINE, CONTINUE 35.8 MILES SOUTH ALONG MT.
 GQ0466'TRUMBULL ROAD, 0.5 MILES NORTH OF A CATTLEGUARD, 0.1 MILE SOUTHEAST
 GQ0466'OF A STANDARD USGLO BRASS CAP STAMPED 1/4 S19 S20 1932, 185 FEET
 GQ0466'SOUTHEAST OF THE JUNCTION OF A DIM Y-ROAD LEADING SOUTHEAST, 52 FEET
 GQ0466'EAST-NORTHEAST OF THE ROAD, 12 FEET SOUTHWEST OF THE DIM Y-ROAD.  ROD
 GQ0466'DEPTH UNKNOWN.
 GQ0466'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0466'THE MARK IS 2.4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0688 ***********************************************************************
 GP0688  DESIGNATION -  119 DOR
 GP0688  PID         -  GP0688
 GP0688  STATE/COUNTY-  AZ/NAVAJO
 GP0688  USGS QUAD   -  SHONTO NW (1980)
 GP0688
 GP0688                         *CURRENT SURVEY CONTROL
 GP0688  ___________________________________________________________________
 GP0688* NAD 83(1986)-  36 43 35.     (N)    110 41 46.     (W)     SCALED    
 GP0688* NAVD 88     -      2131.027  (meters)    6991.54   (feet)  ADJUSTED  
 GP0688  ___________________________________________________________________
 GP0688  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GP0688  DYNAMIC HT  -        2128.314 (meters)    6982.64  (feet)  COMP
 GP0688  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 GP0688
 GP0688  VERT ORDER  -  SECOND    CLASS 0
 GP0688
 GP0688.The horizontal coordinates were scaled from a topographic map and have
 GP0688.an estimated accuracy of +/- 6 seconds.
 GP0688
 GP0688.The orthometric height was determined by differential leveling
 GP0688.and adjusted by the National Geodetic Survey in June 1991..
 GP0688
 GP0688.The geoid height was determined by GEOID03.
 GP0688
 GP0688.The dynamic height is computed by dividing the NAVD 88
 GP0688.geopotential number by the normal gravity value computed on the
 GP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0688.degrees latitude (g = 980.6199 gals.).
 GP0688
 GP0688.The modeled gravity was interpolated from observed gravity values.
 GP0688
 GP0688;                    North         East    Units  Estimated Accuracy
 GP0688;SPC AZ E     -   635,240.      166,070.      MT  (+/- 180 meters Scaled)
 GP0688
 GP0688                          SUPERSEDED SURVEY CONTROL
 GP0688
 GP0688.No superseded survey control is available for this station.
 GP0688
 GP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF271645(NAD 83)
 GP0688_MARKER: DB = BENCH MARK DISK
 GP0688_SETTING: 66 = SET IN ROCK OUTCROP
 GP0688_SP_SET: ROCK OUTCROP
 GP0688_STAMPING: 119 DOR 1969 6988
 GP0688_MARK LOGO: USGS  
 GP0688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0688+STABILITY: POSITION/ELEVATION WELL
 GP0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0688+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0688
 GP0688  HISTORY     - Date     Condition        Report By
 GP0688  HISTORY     - 1969     MONUMENTED       USGS
 GP0688
 GP0688                          STATION DESCRIPTION
 GP0688
 GP0688'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0688'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0688'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0688'NORTH, THENCE 26.3 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0688'MOUNTAIN ROAD, 0.5 MILES SOUTH OF A TELEPHONE LINE CROSSING, 75 FEET
 GP0688'NORTHWEST OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 55 FEET WEST
 GP0688'AND 7 FEET LOWER THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A
 GP0688'FLAT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0624 ***********************************************************************
 DA0624  DESIGNATION -  1194
 DA0624  PID         -  DA0624
 DA0624  STATE/COUNTY-  AZ/MARICOPA
 DA0624  USGS QUAD   -  BOSQUE (1973)
 DA0624
 DA0624                         *CURRENT SURVEY CONTROL
 DA0624  ___________________________________________________________________
 DA0624* NAD 83(1986)-  32 59 02.     (N)    112 31 14.     (W)     SCALED    
 DA0624* NAVD 88     -       364.660  (meters)    1196.39   (feet)  ADJUSTED  
 DA0624  ___________________________________________________________________
 DA0624  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DA0624  DYNAMIC HT  -         364.223 (meters)    1194.95  (feet)  COMP
 DA0624  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 DA0624
 DA0624  VERT ORDER  -  FIRST     CLASS II
 DA0624
 DA0624.The horizontal coordinates were scaled from a topographic map and have
 DA0624.an estimated accuracy of +/- 6 seconds.
 DA0624
 DA0624.The orthometric height was determined by differential leveling
 DA0624.and adjusted by the National Geodetic Survey in June 1991..
 DA0624
 DA0624.The geoid height was determined by GEOID03.
 DA0624
 DA0624.The dynamic height is computed by dividing the NAVD 88
 DA0624.geopotential number by the normal gravity value computed on the
 DA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0624.degrees latitude (g = 980.6199 gals.).
 DA0624
 DA0624.The modeled gravity was interpolated from observed gravity values.
 DA0624
 DA0624;                    North         East    Units  Estimated Accuracy
 DA0624;SPC AZ C     -   220,130.      156,920.      MT  (+/- 180 meters Scaled)
 DA0624
 DA0624                          SUPERSEDED SURVEY CONTROL
 DA0624
 DA0624  NGVD 29 (??/??/92)  364.020  (m)         1194.29   (f) ADJ UNCH    1 2
 DA0624
 DA0624.Superseded values are not recommended for survey control.
 DA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0624.See file dsdata.txt to determine how the superseded data were derived.
 DA0624
 DA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB579505(NAD 83)
 DA0624_MARKER: P = PIPE CAP
 DA0624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0624
 DA0624  HISTORY     - Date     Condition        Report By
 DA0624  HISTORY     - UNK      MONUMENTED       USGS
 DA0624  HISTORY     - 1967     GOOD             NGS
 DA0624  HISTORY     - 1980     GOOD             NGS
 DA0624  HISTORY     - 1980     GOOD             NGS
 DA0624
 DA0624                          STATION DESCRIPTION
 DA0624
 DA0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0624'11.7 MI E FROM GILA BEND.
 DA0624'11.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0624'AT GILA BEND, IN S 24, T 5 S, R 3 W, 0.5 MILE NORTHEAST OF MILEPOST
 DA0624'867, 0.1 MILE SOUTHWEST OF A SMALL ROCKY KNOLL, 47 FEET NORTHWEST OF
 DA0624'THE NORTHWEST RAIL OF THE MAIN TRACK, 9 FEET NORTHWEST OF A TELEPHONE
 DA0624'POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 DA0624'THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY CAP ON A 3-INCH IRON
 DA0624'PIPE PROJECTING 10 INCHES.
 DA0624
 DA0624                          STATION RECOVERY (1980)
 DA0624
 DA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0624'RECOVERED IN GOOD CONDITION.
 DA0624
 DA0624                          STATION RECOVERY (1980)
 DA0624
 DA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0196 ***********************************************************************
 DV0196  DESIGNATION -  1195.85
 DV0196  PID         -  DV0196
 DV0196  STATE/COUNTY-  AZ/MARICOPA
 DV0196  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0196
 DV0196                         *CURRENT SURVEY CONTROL
 DV0196  ___________________________________________________________________
 DV0196* NAD 83(1986)-  33 32 57.     (N)    112 06 46.     (W)     SCALED    
 DV0196* NAVD 88     -       364.835  (meters)    1196.96   (feet)  ADJUSTED  
 DV0196  ___________________________________________________________________
 DV0196  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0196  DYNAMIC HT  -         364.417 (meters)    1195.59  (feet)  COMP
 DV0196  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DV0196
 DV0196  VERT ORDER  -  FIRST     CLASS II
 DV0196
 DV0196.The horizontal coordinates were scaled from a topographic map and have
 DV0196.an estimated accuracy of +/- 6 seconds.
 DV0196
 DV0196.The orthometric height was determined by differential leveling
 DV0196.and adjusted by the National Geodetic Survey in November 1993..
 DV0196
 DV0196.The geoid height was determined by GEOID03.
 DV0196
 DV0196.The dynamic height is computed by dividing the NAVD 88
 DV0196.geopotential number by the normal gravity value computed on the
 DV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0196.degrees latitude (g = 980.6199 gals.).
 DV0196
 DV0196.The modeled gravity was interpolated from observed gravity values.
 DV0196
 DV0196;                    North         East    Units  Estimated Accuracy
 DV0196;SPC AZ C     -   282,670.      195,150.      MT  (+/- 180 meters Scaled)
 DV0196
 DV0196                          SUPERSEDED SURVEY CONTROL
 DV0196
 DV0196  NGVD 29 (??/??/92)  364.335  (m)         1195.32   (f) ADJ UNCH    1 2
 DV0196
 DV0196.Superseded values are not recommended for survey control.
 DV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0196.See file dsdata.txt to determine how the superseded data were derived.
 DV0196
 DV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966127(NAD 83)
 DV0196_MARKER: DD = SURVEY DISK
 DV0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0196_SP_SET: CULVERT
 DV0196_STAMPING: 1195.85
 DV0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0196
 DV0196  HISTORY     - Date     Condition        Report By
 DV0196  HISTORY     - UNK      MONUMENTED       AZDT
 DV0196  HISTORY     - 1959     GOOD             NGS
 DV0196  HISTORY     - 1981     GOOD             AZDT
 DV0196  HISTORY     - 19910503 GOOD             USPSQD
 DV0196
 DV0196                          STATION DESCRIPTION
 DV0196
 DV0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0196'IN PHOENIX.
 DV0196'5.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0196'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.3 MILE SOUTH OF MILEPOST
 DV0196'NUMBER 207, 0.25 MILE SOUTH OF WEST NORTHERN AVENUE, 23 FEET SOUTH OF
 DV0196'THE CENTER OF W. BELMONT ST. CEMENTED IN THE CENTER OF THE WEST
 DV0196'HEADWALL OF A CULVERT.
 DV0196
 DV0196                          STATION RECOVERY (1981)
 DV0196
 DV0196'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0196'5.7 MI (9.2 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0196'MCDOWELL ROAD IN PHOENIX TO THE MARK ON THE SOUTHWEST CORNER OF WEST
 DV0196'BELMONT AVENUE AND THE SOUTHBOUND FRONTAGE ROAD 0.70 MILE (1.13 KM)
 DV0196'NORTH OF GLENDALE AVENUE, 0.3 MILE (0.48 KM) SOUTH OF NORTHERN AVENUE
 DV0196'33.5 FT (10.21M) WEST OF THE EAST CURB OF THE SOUTHBOUND FRONTAGE
 DV0196'ROAD, 13.0 FT (3.96 M) EAST OF FIRE HYDRANT, 6.3 FT (1.9 M) SOUTH
 DV0196'OF THE SOUTH CURB OF BELMONT AVENUE.  SET IN THE CENTER OF A NORTH-
 DV0196'SOUTH HEADWALL.
 DV0196
 DV0196                          STATION RECOVERY (1991)
 DV0196
 DV0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0842 ***********************************************************************
 DU0842  DESIGNATION -  1197.20
 DU0842  PID         -  DU0842
 DU0842  STATE/COUNTY-  AZ/PINAL
 DU0842  USGS QUAD   -  SACATON BUTTE (1967)
 DU0842
 DU0842                         *CURRENT SURVEY CONTROL
 DU0842  ___________________________________________________________________
 DU0842* NAD 83(1986)-  33 07 03.     (N)    111 54 03.     (W)     SCALED    
 DU0842* NAVD 88     -       365.25   (+/-2cm)    1198.3    (feet)  VERTCON   
 DU0842  ___________________________________________________________________
 DU0842  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DU0842
 DU0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0842
 DU0842.The horizontal coordinates were scaled from a topographic map and have
 DU0842.an estimated accuracy of +/- 6 seconds.
 DU0842
 DU0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0842.The vertical order pertains to the NGVD 29 superseded value.
 DU0842
 DU0842.The geoid height was determined by GEOID03.
 DU0842
 DU0842;                    North         East    Units  Estimated Accuracy
 DU0842;SPC AZ C     -   234,780.      214,840.      MT  (+/- 180 meters Scaled)
 DU0842
 DU0842                          SUPERSEDED SURVEY CONTROL
 DU0842
 DU0842  NGVD 29 (??/??/92)  364.768  (m)         1196.74   (f) ADJ UNCH    2 0
 DU0842
 DU0842.Superseded values are not recommended for survey control.
 DU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0842.See file dsdata.txt to determine how the superseded data were derived.
 DU0842
 DU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB159646(NAD 83)
 DU0842_MARKER: DD = SURVEY DISK
 DU0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0842_SP_SET: CULVERT
 DU0842_STAMPING: 1197.20
 DU0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0842
 DU0842  HISTORY     - Date     Condition        Report By
 DU0842  HISTORY     - UNK      MONUMENTED       BOR
 DU0842  HISTORY     - 1948     GOOD             NGS
 DU0842  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0842
 DU0842                          STATION DESCRIPTION
 DU0842
 DU0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0842'1.0 MI W FROM CASA BLANCA.
 DU0842'1.0 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0842'39.4 FEET WEST OF THE CENTER LINE OF A ROAD RUNNING NORTH AND SOUTH,
 DU0842'15.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT ABOVE THE
 DU0842'LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 DU0842'CONCRETE HEADWALL OF A CULVERT IN THE ROAD FOR A IRRIGATION DITCH.
 DU0842
 DU0842                          STATION RECOVERY (1994)
 DU0842
 DU0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0805 ***********************************************************************
 DU0805  DESIGNATION -  1198
 DU0805  PID         -  DU0805
 DU0805  STATE/COUNTY-  AZ/MARICOPA
 DU0805  USGS QUAD   -  GUADALUPE (1982)
 DU0805
 DU0805                         *CURRENT SURVEY CONTROL
 DU0805  ___________________________________________________________________
 DU0805* NAD 83(1986)-  33 19 40.     (N)    111 57 10.     (W)     SCALED    
 DU0805* NAVD 88     -       365.54   (+/-2cm)    1199.3    (feet)  VERTCON   
 DU0805  ___________________________________________________________________
 DU0805  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0805
 DU0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0805
 DU0805.The horizontal coordinates were scaled from a topographic map and have
 DU0805.an estimated accuracy of +/- 6 seconds.
 DU0805
 DU0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0805.The vertical order pertains to the NGVD 29 superseded value.
 DU0805
 DU0805.The geoid height was determined by GEOID03.
 DU0805
 DU0805;                    North         East    Units  Estimated Accuracy
 DU0805;SPC AZ C     -   258,100.      210,000.      MT  (+/- 180 meters Scaled)
 DU0805
 DU0805                          SUPERSEDED SURVEY CONTROL
 DU0805
 DU0805  NGVD 29 (??/??/92)  364.962  (m)         1197.38   (f) ADJ UNCH    2 0
 DU0805
 DU0805.Superseded values are not recommended for survey control.
 DU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0805.See file dsdata.txt to determine how the superseded data were derived.
 DU0805
 DU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB113880(NAD 83)
 DU0805_MARKER: P = PIPE CAP
 DU0805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0805_STAMPING: 1198 PHNX
 DU0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0805
 DU0805  HISTORY     - Date     Condition        Report By
 DU0805  HISTORY     - UNK      MONUMENTED       USGS
 DU0805  HISTORY     - 1948     GOOD             NGS
 DU0805  HISTORY     - 1959     GOOD             DOD
 DU0805  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0805
 DU0805                          STATION DESCRIPTION
 DU0805
 DU0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0805'7.2 MI S FROM TEMPE.
 DU0805'7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0805'STATION AT TEMPE, MARICOPA COUNTY, 1.8 MILES NORTH OF HANSEN JUNCTION,
 DU0805'180 FEET SOUTH OF A CULVERT, ON THE TOP OF A BANK, AND 20 FEET EAST OF
 DU0805'THE CENTERLINE OF THE TRACK, RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DU0805'PIPE.
 DU0805
 DU0805                          STATION RECOVERY (1959)
 DU0805
 DU0805'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DU0805'RECOVERED IN GOOD CONDITION.
 DU0805
 DU0805                          STATION RECOVERY (2001)
 DU0805
 DU0805'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0546 ***********************************************************************
 CY0546  DESIGNATION -  12
 CY0546  PID         -  CY0546
 CY0546  STATE/COUNTY-  AZ/GRAHAM
 CY0546  USGS QUAD   -  ARTESIA NE (1966)
 CY0546
 CY0546                         *CURRENT SURVEY CONTROL
 CY0546  ___________________________________________________________________
 CY0546* NAD 83(1986)-  32 41 52.     (N)    109 33 27.     (W)     SCALED    
 CY0546* NAVD 88     -       961.04   (+/-2cm)    3153.0    (feet)  VERTCON   
 CY0546  ___________________________________________________________________
 CY0546  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CY0546
 CY0546  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0546
 CY0546.The horizontal coordinates were scaled from a topographic map and have
 CY0546.an estimated accuracy of +/- 6 seconds.
 CY0546
 CY0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0546.The vertical order pertains to the NGVD 29 superseded value.
 CY0546
 CY0546.The geoid height was determined by GEOID03.
 CY0546
 CY0546;                    North         East    Units  Estimated Accuracy
 CY0546;SPC AZ E     -   188,400.      270,480.      MT  (+/- 180 meters Scaled)
 CY0546
 CY0546                          SUPERSEDED SURVEY CONTROL
 CY0546
 CY0546  NGVD 29 (??/??/92)  960.407  (m)         3150.94   (f) ADJ UNCH    1 2
 CY0546
 CY0546.Superseded values are not recommended for survey control.
 CY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0546.See file dsdata.txt to determine how the superseded data were derived.
 CY0546
 CY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB352187(NAD 83)
 CY0546_MARKER: DD = SURVEY DISK
 CY0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0546_STAMPING: 3150.935 12
 CY0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0546
 CY0546  HISTORY     - Date     Condition        Report By
 CY0546  HISTORY     - UNK      MONUMENTED       USGS
 CY0546  HISTORY     - 1932     GOOD             NGS
 CY0546
 CY0546                          STATION DESCRIPTION
 CY0546
 CY0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0546'6.3 MI N FROM TANQUE.
 CY0546'ON SOUTHERN PACIFIC RAILROAD, 32 FEET WEST OF RAILROAD CENTERLINE, 205
 CY0546'FEET SOUTH OF MILEPOST 1124, NORTH END OF RAILROAD GRADE EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1593 ***********************************************************************
 DV1593  DESIGNATION -  12 A
 DV1593  PID         -  DV1593
 DV1593  STATE/COUNTY-  AZ/LA PAZ
 DV1593  USGS QUAD   -  VICKSBURG (1990)
 DV1593
 DV1593                         *CURRENT SURVEY CONTROL
 DV1593  ___________________________________________________________________
 DV1593* NAD 83(1986)-  33 38 10.     (N)    113 48 37.     (W)     SCALED    
 DV1593* NAVD 88     -       363.60   (+/-2cm)    1192.9    (feet)  VERTCON   
 DV1593  ___________________________________________________________________
 DV1593  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1593
 DV1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1593
 DV1593.The horizontal coordinates were scaled from a topographic map and have
 DV1593.an estimated accuracy of +/- 6 seconds.
 DV1593
 DV1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1593.The vertical order pertains to the NGVD 29 superseded value.
 DV1593
 DV1593.The geoid height was determined by GEOID03.
 DV1593
 DV1593;                    North         East    Units  Estimated Accuracy
 DV1593;SPC AZ W     -   292,310.      207,770.      MT  (+/- 180 meters Scaled)
 DV1593
 DV1593                          SUPERSEDED SURVEY CONTROL
 DV1593
 DV1593  NGVD 29 (??/??/92)  362.935  (m)         1190.73   (f) ADJ UNCH    2 0
 DV1593
 DV1593.Superseded values are not recommended for survey control.
 DV1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1593.See file dsdata.txt to determine how the superseded data were derived.
 DV1593
 DV1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC393253(NAD 83)
 DV1593_MARKER: DD = SURVEY DISK
 DV1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1593_STAMPING: 12 A 1962
 DV1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1593+STABILITY: SURFACE MOTION
 DV1593
 DV1593  HISTORY     - Date     Condition        Report By
 DV1593  HISTORY     - 1962     MONUMENTED       AZHD
 DV1593
 DV1593                          STATION DESCRIPTION
 DV1593
 DV1593'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1593'11.35 MI SE FROM BRENDA.
 DV1593'0.5 MILE EAST-SOUTHEAST OF C 396 12 AZ ARIZONA HIGHWAY DEPARTMENT
 DV1593'DISK STAMPED 12 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1593'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1593'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1166 ***********************************************************************
 DA1166  DESIGNATION -  12 DOR
 DA1166  PID         -  DA1166
 DA1166  STATE/COUNTY-  AZ/MARICOPA
 DA1166  USGS QUAD   -  SMURR (1973)
 DA1166
 DA1166                         *CURRENT SURVEY CONTROL
 DA1166  ___________________________________________________________________
 DA1166* NAD 83(1986)-  32 55 55.     (N)    112 48 15.     (W)     SCALED    
 DA1166* NAVD 88     -       223.194  (meters)     732.26   (feet)  ADJUSTED  
 DA1166  ___________________________________________________________________
 DA1166  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DA1166  DYNAMIC HT  -         222.934 (meters)     731.41  (feet)  COMP
 DA1166  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DA1166
 DA1166  VERT ORDER  -  FIRST     CLASS II
 DA1166
 DA1166.The horizontal coordinates were scaled from a topographic map and have
 DA1166.an estimated accuracy of +/- 6 seconds.
 DA1166
 DA1166.The orthometric height was determined by differential leveling
 DA1166.and adjusted by the National Geodetic Survey in June 1991..
 DA1166
 DA1166.The geoid height was determined by GEOID03.
 DA1166
 DA1166.The dynamic height is computed by dividing the NAVD 88
 DA1166.geopotential number by the normal gravity value computed on the
 DA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1166.degrees latitude (g = 980.6199 gals.).
 DA1166
 DA1166.The modeled gravity was interpolated from observed gravity values.
 DA1166
 DA1166;                    North         East    Units  Estimated Accuracy
 DA1166;SPC AZ C     -   214,550.      130,360.      MT  (+/- 180 meters Scaled)
 DA1166
 DA1166                          SUPERSEDED SURVEY CONTROL
 DA1166
 DA1166.No superseded survey control is available for this station.
 DA1166
 DA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB313451(NAD 83)
 DA1166_MARKER: DB = BENCH MARK DISK
 DA1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1166_SP_SET: BRIDGE FOUNDATION
 DA1166_STAMPING: 12 DOR 1973 730 FT
 DA1166_MARK LOGO: USGS  
 DA1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1166+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1166
 DA1166  HISTORY     - Date     Condition        Report By
 DA1166  HISTORY     - 1973     MONUMENTED       USGS
 DA1166  HISTORY     - 1980     GOOD             NGS
 DA1166  HISTORY     - 20060128 GOOD             USPSQD
 DA1166  HISTORY     - 20060128 GOOD             USPSQD
 DA1166
 DA1166                          STATION DESCRIPTION
 DA1166
 DA1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1166'8.4 KM (5.2 MI) SW FROM GILA BEND.
 DA1166'8.4 KM (5.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1166'MARTIN AVENUE CROSSING IN GILA BEND, AT THE JUNCTION OF CITRUS VALLEY
 DA1166'ROAD, SET IN THE TOP CENTER OF THE SOUTHWEST FOUNDATION OF THE
 DA1166'SOUTHWEST SET OF CONCRETE PIERS FOR THE EAST-BOUND BRIDGE ON
 DA1166'INTERSTATE HIGHWAY 8 OVER CITRUS VALLEY ROAD, 94.8 METERS (311 FT)
 DA1166'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 60.1 METERS (197 FT)
 DA1166'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80)
 DA1166'5.3 METERS (17.5 FT) SOUTHWEST OF THE CENTERLINE OF CITRUS VALLEY
 DA1166'ROAD.
 DA1166'THE MARK IS 0.3 M ABOVE CITRUS VALLEY ROAD.
 DA1166
 DA1166                          STATION RECOVERY (2006)
 DA1166
 DA1166'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1166'RECOVERED AS DESCRIBED.
 DA1166
 DA1166                          STATION RECOVERY (2006)
 DA1166
 DA1166'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1166'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1053 ***********************************************************************
 DV1053  DESIGNATION -  12 FS
 DV1053  PID         -  DV1053
 DV1053  STATE/COUNTY-  AZ/MARICOPA
 DV1053  USGS QUAD   -  HYDER SE (1982)
 DV1053
 DV1053                         *CURRENT SURVEY CONTROL
 DV1053  ___________________________________________________________________
 DV1053* NAD 83(1986)-  33 03 00.     (N)    113 16 39.     (W)     SCALED    
 DV1053* NAVD 88     -       168.44   (+/-2cm)     552.6    (feet)  VERTCON   
 DV1053  ___________________________________________________________________
 DV1053  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DV1053
 DV1053  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1053
 DV1053.The horizontal coordinates were scaled from a topographic map and have
 DV1053.an estimated accuracy of +/- 6 seconds.
 DV1053
 DV1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1053.The vertical order pertains to the NGVD 29 superseded value.
 DV1053
 DV1053.The geoid height was determined by GEOID03.
 DV1053
 DV1053;                    North         East    Units  Estimated Accuracy
 DV1053;SPC AZ C     -   228,120.       86,270.      MT  (+/- 180 meters Scaled)
 DV1053
 DV1053                          SUPERSEDED SURVEY CONTROL
 DV1053
 DV1053  NGVD 29 (??/??/92)  167.849  (m)          550.68   (f) ADJ UNCH    1 2
 DV1053
 DV1053.Superseded values are not recommended for survey control.
 DV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1053.See file dsdata.txt to determine how the superseded data were derived.
 DV1053
 DV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB873591(NAD 83)
 DV1053_MARKER: DD = SURVEY DISK
 DV1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1053_STAMPING: 12 F S 1925
 DV1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1053+STABILITY: SURFACE MOTION
 DV1053
 DV1053  HISTORY     - Date     Condition        Report By
 DV1053  HISTORY     - 1925     MONUMENTED       USGS
 DV1053  HISTORY     - 1925     GOOD             NGS
 DV1053  HISTORY     - 1927     GOOD             NGS
 DV1053  HISTORY     - 20021010 MARK NOT FOUND   MCDOT
 DV1053
 DV1053                          STATION DESCRIPTION
 DV1053
 DV1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 DV1053'5.0 MI E FROM AGUA.
 DV1053'5 MILES EAST OF AGUA RR. STATION.  BRONZE DISC SET IN CONCRETE POST (6
 DV1053'X 6 IN. AT TOP) 40 FEET SOUTH THE SOUTHERN PACIFIC RR. TRACKS, AND 10
 DV1053'FEET INSIDE THE RIGHT-OF-WAY FENCE LINE.  10-2/3 TELEPHONE POLES EAST
 DV1053'OF MILEPOST 827.  13 TELEPHONE POLES EAST OF SIGNBOARD CAMEL. 175 FEET
 DV1053'WEST OF RAILROAD CULVERT 827 C.  120 FEET WEST OF HIGHWAY CROSSING 827
 DV1053'A-827 B.  MARK IS 5 FEET BELOW THE TRACK LEVEL.
 DV1053
 DV1053                          STATION RECOVERY (1927)
 DV1053
 DV1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1927
 DV1053'RECOVERED IN GOOD CONDITION.
 DV1053
 DV1053                          STATION RECOVERY (2002)
 DV1053
 DV1053'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0772 ***********************************************************************
 FQ0772  DESIGNATION -  12 HLS
 FQ0772  PID         -  FQ0772
 FQ0772  STATE/COUNTY-  AZ/NAVAJO
 FQ0772  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0772
 FQ0772                         *CURRENT SURVEY CONTROL
 FQ0772  ___________________________________________________________________
 FQ0772* NAD 83(1986)-  35 06 55.     (N)    110 20 02.     (W)     SCALED    
 FQ0772* NAVD 88     -      1559.557  (meters)    5116.65   (feet)  ADJUSTED  
 FQ0772  ___________________________________________________________________
 FQ0772  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0772  DYNAMIC HT  -        1557.472 (meters)    5109.81  (feet)  COMP
 FQ0772  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FQ0772
 FQ0772  VERT ORDER  -  THIRD
 FQ0772
 FQ0772.The horizontal coordinates were scaled from a topographic map and have
 FQ0772.an estimated accuracy of +/- 6 seconds.
 FQ0772
 FQ0772.The orthometric height was determined by differential leveling
 FQ0772.and adjusted by the National Geodetic Survey in June 1991..
 FQ0772
 FQ0772.The geoid height was determined by GEOID03.
 FQ0772
 FQ0772.The dynamic height is computed by dividing the NAVD 88
 FQ0772.geopotential number by the normal gravity value computed on the
 FQ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0772.degrees latitude (g = 980.6199 gals.).
 FQ0772
 FQ0772.The modeled gravity was interpolated from observed gravity values.
 FQ0772
 FQ0772;                    North         East    Units  Estimated Accuracy
 FQ0772;SPC AZ E     -   456,380.      198,120.      MT  (+/- 180 meters Scaled)
 FQ0772
 FQ0772                          SUPERSEDED SURVEY CONTROL
 FQ0772
 FQ0772.No superseded survey control is available for this station.
 FQ0772
 FQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD606860(NAD 83)
 FQ0772_MARKER: DB = BENCH MARK DISK
 FQ0772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0772_SP_SET: COPPER-CLAD STEEL ROD
 FQ0772_STAMPING: 12 HLS 1970 5114
 FQ0772_MARK LOGO: USGS  
 FQ0772_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0772+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0772
 FQ0772  HISTORY     - Date     Condition        Report By
 FQ0772  HISTORY     - 1970     MONUMENTED       USGS
 FQ0772
 FQ0772                          STATION DESCRIPTION
 FQ0772
 FQ0772'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0772'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0772'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0772'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 6.6 MILES
 FQ0772'NORTHEAST ALONG THE ROAD, 0.1 MILE WEST OF A STOCK POND, 100 FEET
 FQ0772'NORTHWEST OF AND 9 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2
 FQ0772'FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN
 FQ0772'A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0876 ***********************************************************************
 FQ0876  DESIGNATION -  12 JRH
 FQ0876  PID         -  FQ0876
 FQ0876  STATE/COUNTY-  AZ/COCONINO
 FQ0876  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0876
 FQ0876                         *CURRENT SURVEY CONTROL
 FQ0876  ___________________________________________________________________
 FQ0876* NAD 83(1986)-  35 35 46.     (N)    111 42 17.     (W)     SCALED    
 FQ0876* NAVD 88     -      1847.416  (meters)    6061.06   (feet)  POSTED    
 FQ0876  ___________________________________________________________________
 FQ0876  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0876  DYNAMIC HT  -        1844.970 (meters)    6053.04  (feet)  COMP
 FQ0876  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 FQ0876
 FQ0876  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0876
 FQ0876.The horizontal coordinates were scaled from a topographic map and have
 FQ0876.an estimated accuracy of +/- 6 seconds.
 FQ0876
 FQ0876.The orthometric height was determined by differential leveling
 FQ0876.and adjusted by the National Geodetic Survey in 1992..
 FQ0876.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0876.rate of 0.0 thru 1.0 mm/km.
 FQ0876
 FQ0876.The geoid height was determined by GEOID03.
 FQ0876
 FQ0876.The dynamic height is computed by dividing the NAVD 88
 FQ0876.geopotential number by the normal gravity value computed on the
 FQ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0876.degrees latitude (g = 980.6199 gals.).
 FQ0876
 FQ0876.The modeled gravity was interpolated from observed gravity values.
 FQ0876
 FQ0876;                    North         East    Units  Estimated Accuracy
 FQ0876;SPC AZ C     -   509,720.      232,570.      MT  (+/- 180 meters Scaled)
 FQ0876
 FQ0876                          SUPERSEDED SURVEY CONTROL
 FQ0876
 FQ0876.No superseded survey control is available for this station.
 FQ0876
 FQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE361393(NAD 83)
 FQ0876_MARKER: DB = BENCH MARK DISK
 FQ0876_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0876_SP_SET: ROCK OUTCROP
 FQ0876_STAMPING: 12 JRH 1959 6058
 FQ0876_MARK LOGO: USGS  
 FQ0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0876+STABILITY: POSITION/ELEVATION WELL
 FQ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0876+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0876
 FQ0876  HISTORY     - Date     Condition        Report By
 FQ0876  HISTORY     - 1959     MONUMENTED       USGS
 FQ0876
 FQ0876                          STATION DESCRIPTION
 FQ0876
 FQ0876'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0876'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0876'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0876'LOOKOUT TOWER, PROCEED 36.9 MILES SOUTH, 4.5 MILES SOUTHEAST OF TUB
 FQ0876'RANCH, 3.7 MILES NORTHWEST OF ASO RANCH, 220 FEET SOUTH OF THE CENTER
 FQ0876'OF THE ROAD, ON THE NORTHEAST END OF A FLAT RIDGE, IN A FLAT
 FQ0876'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0286 ***********************************************************************
 DV0286  DESIGNATION -  12 LUKE FIELD
 DV0286  PID         -  DV0286
 DV0286  STATE/COUNTY-  AZ/MARICOPA
 DV0286  USGS QUAD   -  EL MIRAGE (1982)
 DV0286
 DV0286                         *CURRENT SURVEY CONTROL
 DV0286  ___________________________________________________________________
 DV0286* NAD 83(1986)-  33 32 09.     (N)    112 21 31.     (W)     SCALED    
 DV0286* NAVD 88     -       330.44   (+/-2cm)    1084.1    (feet)  VERTCON   
 DV0286  ___________________________________________________________________
 DV0286  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0286
 DV0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0286
 DV0286.The horizontal coordinates were scaled from a topographic map and have
 DV0286.an estimated accuracy of +/- 6 seconds.
 DV0286
 DV0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0286.The vertical order pertains to the NGVD 29 superseded value.
 DV0286
 DV0286.The geoid height was determined by GEOID03.
 DV0286
 DV0286;                    North         East    Units  Estimated Accuracy
 DV0286;SPC AZ C     -   281,260.      172,310.      MT  (+/- 180 meters Scaled)
 DV0286
 DV0286                          SUPERSEDED SURVEY CONTROL
 DV0286
 DV0286  NGVD 29 (??/??/92)  329.882  (m)         1082.29   (f) ADJ UNCH    2 0
 DV0286
 DV0286.Superseded values are not recommended for survey control.
 DV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0286.See file dsdata.txt to determine how the superseded data were derived.
 DV0286
 DV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738115(NAD 83)
 DV0286_MARKER: Q = CHISELED SQUARE
 DV0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0286_SP_SET: MANHOLE COVER
 DV0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0286
 DV0286  HISTORY     - Date     Condition        Report By
 DV0286  HISTORY     - UNK      MONUMENTED       DOD
 DV0286  HISTORY     - 1945     GOOD             NGS
 DV0286
 DV0286                          STATION DESCRIPTION
 DV0286
 DV0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0286'IN LUKE FIELD.
 DV0286'AT LUKE FIELD, MARICOPA COUNTY, 52.6 FEET SOUTH OF THE SOUTHWEST
 DV0286'CORNER OF THE OFFICERS SWIMMING POOL, AT THE INTERSECTION OF FIRST AND
 DV0286'K STREETS, 21 FEET EAST OF THE CENTERLINE OF FIRST STREET, 18 FEET
 DV0286'SOUTH OF THE PROLONGATION OF THE CENTERLINE OF K STREET, AND ON THE
 DV0286'NORTH EDGE OF AN IRON MANHOLE COVER.  A CROSS INSIDE A CHISELED
 DV0286'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0658 ***********************************************************************
 FR0658  DESIGNATION -  12 W RM 1
 FR0658  PID         -  FR0658
 FR0658  STATE/COUNTY-  AZ/MOHAVE
 FR0658  USGS QUAD   -  HINDU CANYON (1967)
 FR0658
 FR0658                         *CURRENT SURVEY CONTROL
 FR0658  ___________________________________________________________________
 FR0658* NAD 83(1986)-  35 40 29.     (N)    113 32 10.     (W)     SCALED    
 FR0658* NAVD 88     -      1437.178  (meters)    4715.14   (feet)  POSTED    
 FR0658  ___________________________________________________________________
 FR0658  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0658  DYNAMIC HT  -        1435.430 (meters)    4709.41  (feet)  COMP
 FR0658  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 FR0658
 FR0658  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0658
 FR0658.The horizontal coordinates were scaled from a topographic map and have
 FR0658.an estimated accuracy of +/- 6 seconds.
 FR0658
 FR0658.The orthometric height was determined by differential leveling
 FR0658.and adjusted by the National Geodetic Survey in 1992..
 FR0658.No vertical observational check was made to the station.
 FR0658.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0658.was located on a no-check spur therefore a value was not computed.
 FR0658
 FR0658.The geoid height was determined by GEOID03.
 FR0658
 FR0658.The dynamic height is computed by dividing the NAVD 88
 FR0658.geopotential number by the normal gravity value computed on the
 FR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0658.degrees latitude (g = 980.6199 gals.).
 FR0658
 FR0658.The modeled gravity was interpolated from observed gravity values.
 FR0658
 FR0658;                    North         East    Units  Estimated Accuracy
 FR0658;SPC AZ W     -   518,460.      232,720.      MT  (+/- 180 meters Scaled)
 FR0658
 FR0658                          SUPERSEDED SURVEY CONTROL
 FR0658
 FR0658  NGVD 29 (??/??/92) 1436.30   (m)         4712.3    (f) COMPUTED    2 0
 FR0658
 FR0658.Superseded values are not recommended for survey control.
 FR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0658.See file dsdata.txt to determine how the superseded data were derived.
 FR0658
 FR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE704508(NAD 83)
 FR0658_MARKER: DR = REFERENCE MARK DISK
 FR0658_SETTING: 80 = SET IN A BOULDER
 FR0658_SP_SET: BOULDER
 FR0658_STAMPING: GLO T 27 AND 26 N R 12 W NO 1 1934
 FR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0658+STABILITY: SURFACE MOTION
 FR0658
 FR0658  HISTORY     - Date     Condition        Report By
 FR0658  HISTORY     - 1934     MONUMENTED       USGLO
 FR0658
 FR0658                          STATION DESCRIPTION
 FR0658
 FR0658'DESCRIBED BY US GENERAL LAND OFFICE 1934
 FR0658'9.2 MI NW FROM PEACH SPRINGS.
 FR0658'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0658'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, ABOUT 45 YARDS
 FR0658'NORTHWEST OF BENCH MARK J 96, DESCRIBED ABOVE, ABOUT 95 FEET WEST OF A
 FR0658'FENCE, ABOUT 75 FEET NORTH OF A SECTION CORNER, IN THE TOP OF A SMALL
 FR0658'BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD REFERENCE-MARK
 FR0658'DISK, STAMPED GLO T 27 AND 26 N R 12 W NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0656 ***********************************************************************
 FR0656  DESIGNATION -  12 W RM 2
 FR0656  PID         -  FR0656
 FR0656  STATE/COUNTY-  AZ/MOHAVE
 FR0656  USGS QUAD   -  HINDU CANYON (1967)
 FR0656
 FR0656                         *CURRENT SURVEY CONTROL
 FR0656  ___________________________________________________________________
 FR0656* NAD 83(1986)-  35 40 29.     (N)    113 32 10.     (W)     SCALED    
 FR0656* NAVD 88     -      1437.501  (meters)    4716.20   (feet)  POSTED    
 FR0656  ___________________________________________________________________
 FR0656  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0656  DYNAMIC HT  -        1435.750 (meters)    4710.46  (feet)  COMP
 FR0656  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 FR0656
 FR0656  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0656
 FR0656.The horizontal coordinates were scaled from a topographic map and have
 FR0656.an estimated accuracy of +/- 6 seconds.
 FR0656
 FR0656.The orthometric height was determined by differential leveling
 FR0656.and adjusted by the National Geodetic Survey in 1992..
 FR0656.No vertical observational check was made to the station.
 FR0656.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0656.was located on a no-check spur therefore a value was not computed.
 FR0656
 FR0656.The geoid height was determined by GEOID03.
 FR0656
 FR0656.The dynamic height is computed by dividing the NAVD 88
 FR0656.geopotential number by the normal gravity value computed on the
 FR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0656.degrees latitude (g = 980.6199 gals.).
 FR0656
 FR0656.The modeled gravity was interpolated from observed gravity values.
 FR0656
 FR0656;                    North         East    Units  Estimated Accuracy
 FR0656;SPC AZ W     -   518,460.      232,720.      MT  (+/- 180 meters Scaled)
 FR0656
 FR0656                          SUPERSEDED SURVEY CONTROL
 FR0656
 FR0656  NGVD 29 (??/??/92) 1436.62   (m)         4713.3    (f) COMPUTED    2 0
 FR0656
 FR0656.Superseded values are not recommended for survey control.
 FR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0656.See file dsdata.txt to determine how the superseded data were derived.
 FR0656
 FR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE704508(NAD 83)
 FR0656_MARKER: DR = REFERENCE MARK DISK
 FR0656_SETTING: 80 = SET IN A BOULDER
 FR0656_SP_SET: BOULDER
 FR0656_STAMPING: GLO T 27 AND 26 N R 12 W NO 2 1934
 FR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0656+STABILITY: SURFACE MOTION
 FR0656
 FR0656  HISTORY     - Date     Condition        Report By
 FR0656  HISTORY     - 1934     MONUMENTED       USGLO
 FR0656
 FR0656                          STATION DESCRIPTION
 FR0656
 FR0656'DESCRIBED BY US GENERAL LAND OFFICE 1934
 FR0656'9.2 MI NW FROM PEACH SPRINGS.
 FR0656'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0656'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, ABOUT 7 FEET
 FR0656'NORTHWEST OF A BENCH MARK J 96, DESCRIBED ABOVE, 6 FEET WEST OF A
 FR0656'4-WIRE FENCE, IN THE TOP OF A SMALL BOULDER, AND ABOUT LEVEL WITH THE
 FR0656'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED GLO T 27 AND 26 N R
 FR0656'12 W NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0432 ***********************************************************************
 CY0432  DESIGNATION -  120
 CY0432  PID         -  CY0432
 CY0432  STATE/COUNTY-  AZ/COCHISE
 CY0432  USGS QUAD   -  RAILROAD PASS (1979)
 CY0432
 CY0432                         *CURRENT SURVEY CONTROL
 CY0432  ___________________________________________________________________
 CY0432* NAD 83(1986)-  32 21 15.     (N)    109 38 13.     (W)     SCALED    
 CY0432* NAVD 88     -      1238.82   (+/-2cm)    4064.4    (feet)  VERTCON   
 CY0432  ___________________________________________________________________
 CY0432  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0432
 CY0432  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0432
 CY0432.The horizontal coordinates were scaled from a topographic map and have
 CY0432.an estimated accuracy of +/- 6 seconds.
 CY0432
 CY0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0432.The vertical order pertains to the NGVD 29 superseded value.
 CY0432
 CY0432.The geoid height was determined by GEOID03.
 CY0432
 CY0432;                    North         East    Units  Estimated Accuracy
 CY0432;SPC AZ E     -   150,260.      263,220.      MT  (+/- 180 meters Scaled)
 CY0432
 CY0432                          SUPERSEDED SURVEY CONTROL
 CY0432
 CY0432  NGVD 29 (??/??/92) 1238.010  (m)         4061.70   (f) ADJ UNCH    1 2
 CY0432
 CY0432.Superseded values are not recommended for survey control.
 CY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0432.See file dsdata.txt to determine how the superseded data were derived.
 CY0432
 CY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA282805(NAD 83)
 CY0432_MARKER: P = PIPE CAP
 CY0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0432_STAMPING: 120 H 1907
 CY0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0432
 CY0432  HISTORY     - Date     Condition        Report By
 CY0432  HISTORY     - 1907     MONUMENTED       USGS
 CY0432  HISTORY     - 1952     GOOD             NGS
 CY0432
 CY0432                          STATION DESCRIPTION
 CY0432
 CY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0432'9.0 MI W FROM BOWIE.
 CY0432'9.0 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0432'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE 1089, 25 YARDS SOUTH OF
 CY0432'TELEGRAPH LINE NORTH OF A FENCE, 29 PACES NORTH OF THE NORTH RAIL, 5
 CY0432'FEET NORTH OF A FENCE LINE, 2.0 FEET EAST OF A WITNESS POST, 0.1 MILE
 CY0432'WEST OF BRIDGE NUMBER 1089.51, AND RIVETED ON AN IRON PIPE PROJECTING
 CY0432'ABOUT 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0586 ***********************************************************************
 ER0586  DESIGNATION -  120 DOR
 ER0586  PID         -  ER0586
 ER0586  STATE/COUNTY-  AZ/APACHE
 ER0586  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0586
 ER0586                         *CURRENT SURVEY CONTROL
 ER0586  ___________________________________________________________________
 ER0586* NAD 83(1986)-  34 41 19.     (N)    109 21 02.     (W)     SCALED    
 ER0586* NAVD 88     -      1709.101  (meters)    5607.28   (feet)  ADJUSTED  
 ER0586  ___________________________________________________________________
 ER0586  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0586  DYNAMIC HT  -        1706.659 (meters)    5599.26  (feet)  COMP
 ER0586  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 ER0586
 ER0586  VERT ORDER  -  SECOND    CLASS II
 ER0586
 ER0586.The horizontal coordinates were scaled from a topographic map and have
 ER0586.an estimated accuracy of +/- 6 seconds.
 ER0586
 ER0586.The orthometric height was determined by differential leveling
 ER0586.and adjusted by the National Geodetic Survey in June 1991..
 ER0586
 ER0586.The geoid height was determined by GEOID03.
 ER0586
 ER0586.The dynamic height is computed by dividing the NAVD 88
 ER0586.geopotential number by the normal gravity value computed on the
 ER0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0586.degrees latitude (g = 980.6199 gals.).
 ER0586
 ER0586.The modeled gravity was interpolated from observed gravity values.
 ER0586
 ER0586;                    North         East    Units  Estimated Accuracy
 ER0586;SPC AZ E     -   409,340.      288,140.      MT  (+/- 180 meters Scaled)
 ER0586
 ER0586                          SUPERSEDED SURVEY CONTROL
 ER0586
 ER0586  NGVD 29 (??/??/92) 1708.25   (m)         5604.5    (f) COMPUTED    2 2
 ER0586
 ER0586.Superseded values are not recommended for survey control.
 ER0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0586.See file dsdata.txt to determine how the superseded data were derived.
 ER0586
 ER0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD510397(NAD 83)
 ER0586_MARKER: DB = BENCH MARK DISK
 ER0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0586_SP_SET: CONCRETE POST
 ER0586_STAMPING: 120 DOR 1972 5604
 ER0586_MARK LOGO: USGS  
 ER0586_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0586+STABILITY: SURFACE MOTION
 ER0586
 ER0586  HISTORY     - Date     Condition        Report By
 ER0586  HISTORY     - 1972     MONUMENTED       USGS
 ER0586
 ER0586                          STATION DESCRIPTION
 ER0586
 ER0586'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0586'26.9 KM (16.70 MI) NE FROM ST JOHNS.
 ER0586'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0586'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES NORTH
 ER0586'WEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO A
 ER0586'FENCE CORNER, THENCE 2.0 MILES WEST ALONG A FENCE LINE, 1.6 MILES
 ER0586'EAST OF A WINDMILL, 34 FEET WEST OF A T-FENCE SOUTH, 5 FEET NORTH OF
 ER0586'A USBLM CADASTRAL SURVEY BRASS CAP ON AN IRON PIPE STAMPED -T15N R28E
 ER0586'S22 S23 S27 S26 1963-, AND 3 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0467 ***********************************************************************
 GQ0467  DESIGNATION -  120 DOR
 GQ0467  PID         -  GQ0467
 GQ0467  STATE/COUNTY-  AZ/MOHAVE
 GQ0467  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0467
 GQ0467                         *CURRENT SURVEY CONTROL
 GQ0467  ___________________________________________________________________
 GQ0467* NAD 83(1986)-  36 34 42.     (N)    113 23 41.     (W)     SCALED    
 GQ0467* NAVD 88     -      1558.771  (meters)    5114.07   (feet)  POSTED    
 GQ0467  ___________________________________________________________________
 GQ0467  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0467  DYNAMIC HT  -        1556.950 (meters)    5108.09  (feet)  COMP
 GQ0467  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 GQ0467
 GQ0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0467
 GQ0467.The horizontal coordinates were scaled from a topographic map and have
 GQ0467.an estimated accuracy of +/- 6 seconds.
 GQ0467
 GQ0467.The orthometric height was determined by differential leveling
 GQ0467.and adjusted by the National Geodetic Survey in 1992..
 GQ0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0467.rate of 0.0 thru 1.0 mm/km.
 GQ0467
 GQ0467.The geoid height was determined by GEOID03.
 GQ0467
 GQ0467.The dynamic height is computed by dividing the NAVD 88
 GQ0467.geopotential number by the normal gravity value computed on the
 GQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0467.degrees latitude (g = 980.6199 gals.).
 GQ0467
 GQ0467.The modeled gravity was interpolated from observed gravity values.
 GQ0467
 GQ0467;                    North         East    Units  Estimated Accuracy
 GQ0467;SPC AZ W     -   618,760.      245,160.      MT  (+/- 180 meters Scaled)
 GQ0467
 GQ0467                          SUPERSEDED SURVEY CONTROL
 GQ0467
 GQ0467.No superseded survey control is available for this station.
 GQ0467
 GQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF857507(NAD 83)
 GQ0467_MARKER: DB = BENCH MARK DISK
 GQ0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0467_SP_SET: COPPER-CLAD STEEL ROD
 GQ0467_STAMPING: 120 DOR 1970 5111
 GQ0467_MARK LOGO: USGS  
 GQ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0467
 GQ0467  HISTORY     - Date     Condition        Report By
 GQ0467  HISTORY     - 1970     MONUMENTED       USGS
 GQ0467
 GQ0467                          STATION DESCRIPTION
 GQ0467
 GQ0467'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0467'70.0 KM (43.50 MI) SSE FROM ST GEORGE UT.
 GQ0467'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0467'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0467'ROAD TO THE ARIZONA STATE LINE, CONTINUE 36.8 MILES SOUTH ALONG MT.
 GQ0467'TRUMBULL ROAD, 0.1 MILE EAST OF A FENCE, NORTHWEST OF DIAMOND BUTTE,
 GQ0467'50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0467'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0467'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0689 ***********************************************************************
 GP0689  DESIGNATION -  120 DOR
 GP0689  PID         -  GP0689
 GP0689  STATE/COUNTY-  AZ/NAVAJO
 GP0689  USGS QUAD   -  SHONTO NW (1980)
 GP0689
 GP0689                         *CURRENT SURVEY CONTROL
 GP0689  ___________________________________________________________________
 GP0689* NAD 83(1986)-  36 44 08.     (N)    110 41 12.     (W)     SCALED    
 GP0689* NAVD 88     -      2138.977  (meters)    7017.63   (feet)  ADJUSTED  
 GP0689  ___________________________________________________________________
 GP0689  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GP0689  DYNAMIC HT  -        2136.254 (meters)    7008.69  (feet)  COMP
 GP0689  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 GP0689
 GP0689  VERT ORDER  -  SECOND    CLASS 0
 GP0689
 GP0689.The horizontal coordinates were scaled from a topographic map and have
 GP0689.an estimated accuracy of +/- 6 seconds.
 GP0689
 GP0689.The orthometric height was determined by differential leveling
 GP0689.and adjusted by the National Geodetic Survey in June 1991..
 GP0689
 GP0689.The geoid height was determined by GEOID03.
 GP0689
 GP0689.The dynamic height is computed by dividing the NAVD 88
 GP0689.geopotential number by the normal gravity value computed on the
 GP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0689.degrees latitude (g = 980.6199 gals.).
 GP0689
 GP0689.The modeled gravity was interpolated from observed gravity values.
 GP0689
 GP0689;                    North         East    Units  Estimated Accuracy
 GP0689;SPC AZ E     -   636,250.      166,920.      MT  (+/- 180 meters Scaled)
 GP0689
 GP0689                          SUPERSEDED SURVEY CONTROL
 GP0689
 GP0689.No superseded survey control is available for this station.
 GP0689
 GP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF279655(NAD 83)
 GP0689_MARKER: DB = BENCH MARK DISK
 GP0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0689_SP_SET: COPPER-CLAD STEEL ROD
 GP0689_STAMPING: 120 DOR 1969 7014
 GP0689_MARK LOGO: USGS  
 GP0689_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0689+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0689
 GP0689  HISTORY     - Date     Condition        Report By
 GP0689  HISTORY     - 1969     MONUMENTED       USGS
 GP0689
 GP0689                          STATION DESCRIPTION
 GP0689
 GP0689'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0689'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0689'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0689'NORTH, THENCE 27.1 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0689'MOUNTAIN ROAD, 0.3 MILES NORTHEAST OF A TELEPHONE LINE CROSSING, 38
 GP0689'FEET WEST AND 3 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS,
 GP0689'SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0689'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0344 ***********************************************************************
 DV0344  DESIGNATION -  1200
 DV0344  PID         -  DV0344
 DV0344  STATE/COUNTY-  AZ/PINAL
 DV0344  USGS QUAD   -  MARICOPA (1978)
 DV0344
 DV0344                         *CURRENT SURVEY CONTROL
 DV0344  ___________________________________________________________________
 DV0344* NAD 83(1986)-  33 01 58.     (N)    112 00 36.     (W)     SCALED    
 DV0344* NAVD 88     -       366.37   (+/-2cm)    1202.0    (feet)  VERTCON   
 DV0344  ___________________________________________________________________
 DV0344  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0344
 DV0344  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0344
 DV0344.The horizontal coordinates were scaled from a topographic map and have
 DV0344.an estimated accuracy of +/- 6 seconds.
 DV0344
 DV0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0344.The vertical order pertains to the NGVD 29 superseded value.
 DV0344
 DV0344.The geoid height was determined by GEOID03.
 DV0344
 DV0344;                    North         East    Units  Estimated Accuracy
 DV0344;SPC AZ C     -   225,390.      204,640.      MT  (+/- 180 meters Scaled)
 DV0344
 DV0344                          SUPERSEDED SURVEY CONTROL
 DV0344
 DV0344  NGVD 29 (??/??/92)  365.863  (m)         1200.34   (f) ADJ UNCH    1 2
 DV0344
 DV0344.Superseded values are not recommended for survey control.
 DV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0344.See file dsdata.txt to determine how the superseded data were derived.
 DV0344
 DV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB056553(NAD 83)
 DV0344_MARKER: P = PIPE CAP
 DV0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0344_STAMPING: 1200 PHNX
 DV0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0344
 DV0344  HISTORY     - Date     Condition        Report By
 DV0344  HISTORY     - UNK      MONUMENTED       USGS
 DV0344  HISTORY     - 1948     GOOD             NGS
 DV0344  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0344
 DV0344                          STATION DESCRIPTION
 DV0344
 DV0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0344'2.9 MI SE FROM MARICOPA.
 DV0344'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0344'POST OFFICE AT MARICOPA, 0.1 MILE SOUTHEAST OF A ROAD CROSSING, 346
 DV0344'FEET NORTHWEST OF RAILROAD BRIDGE NO. 900.56, 53.5 FEET NORTHEAST OF A
 DV0344'WIRE FENCE, 48.2 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 3.0
 DV0344'FEET BELOW THE LEVEL OF THE TRACK, 2.9 FEET EAST OF A WHITE WOODEN
 DV0344'WITNESS POST, A STANDARD U.S.G.S. CAP RIVETED ON THE TOP OF A 3 1/2
 DV0344'INCH IRON PIPE PROJECTING 1.8 FEET ABOVE THE GROUND.
 DV0344
 DV0344                          STATION RECOVERY (1967)
 DV0344
 DV0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0252 ***********************************************************************
 DV0252  DESIGNATION -  1203.86
 DV0252  PID         -  DV0252
 DV0252  STATE/COUNTY-  AZ/MARICOPA
 DV0252  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0252
 DV0252                         *CURRENT SURVEY CONTROL
 DV0252  ___________________________________________________________________
 DV0252* NAD 83(1986)-  33 38 26.     (N)    112 21 09.     (W)     SCALED    
 DV0252* NAVD 88     -       367.62   (+/-2cm)    1206.1    (feet)  VERTCON   
 DV0252  ___________________________________________________________________
 DV0252  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0252
 DV0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0252
 DV0252.The horizontal coordinates were scaled from a topographic map and have
 DV0252.an estimated accuracy of +/- 6 seconds.
 DV0252
 DV0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0252.The vertical order pertains to the NGVD 29 superseded value.
 DV0252
 DV0252.The geoid height was determined by GEOID03.
 DV0252
 DV0252;                    North         East    Units  Estimated Accuracy
 DV0252;SPC AZ C     -   292,870.      172,930.      MT  (+/- 180 meters Scaled)
 DV0252
 DV0252                          SUPERSEDED SURVEY CONTROL
 DV0252
 DV0252  NGVD 29 (??/??/92)  367.050  (m)         1204.23   (f) ADJ UNCH    2 0
 DV0252
 DV0252.Superseded values are not recommended for survey control.
 DV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0252.See file dsdata.txt to determine how the superseded data were derived.
 DV0252
 DV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC745231(NAD 83)
 DV0252_MARKER: DD = SURVEY DISK
 DV0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0252_SP_SET: CULVERT
 DV0252_STAMPING: 1203.86
 DV0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0252
 DV0252  HISTORY     - Date     Condition        Report By
 DV0252  HISTORY     - UNK      MONUMENTED       AZHD
 DV0252  HISTORY     - 1948     GOOD             NGS
 DV0252  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0252
 DV0252                          STATION DESCRIPTION
 DV0252
 DV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0252'2.6 MI SE FROM BEARDSLEY.
 DV0252'ABOUT 2.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0252'RAILROAD FROM THE STATION AT BEARDSLEY, ABOUT 110 FEET SOUTHWEST OF
 DV0252'THE TRACK, 22.2 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY NO
 DV0252'60 AND 70, SET ON THE TOP AND IN THE CENTER OF A 15-FEET LONG CONCRETE
 DV0252'BOX CULVERT, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 3 FEET LOWER THAN
 DV0252'THE TRACK.
 DV0252
 DV0252                          STATION RECOVERY (2002)
 DV0252
 DV0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0252'POSSIBLY DESTROYED BY WIDENING OF US60 (GRAND AVE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1761 ***********************************************************************
 DV1761  DESIGNATION -  1206.18
 DV1761  PID         -  DV1761
 DV1761  STATE/COUNTY-  AZ/MARICOPA
 DV1761  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1761
 DV1761                         *CURRENT SURVEY CONTROL
 DV1761  ___________________________________________________________________
 DV1761* NAD 83(1986)-  33 38 17.     (N)    112 14 16.     (W)     SCALED    
 DV1761* NAVD 88     -       367.668  (meters)    1206.26   (feet)  ADJUSTED  
 DV1761  ___________________________________________________________________
 DV1761  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1761  DYNAMIC HT  -         367.244 (meters)    1204.87  (feet)  COMP
 DV1761  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV1761
 DV1761  VERT ORDER  -  SECOND    CLASS I
 DV1761
 DV1761.The horizontal coordinates were scaled from a topographic map and have
 DV1761.an estimated accuracy of +/- 6 seconds.
 DV1761
 DV1761.The orthometric height was determined by differential leveling
 DV1761.and adjusted by the National Geodetic Survey in November 1993..
 DV1761
 DV1761.The geoid height was determined by GEOID03.
 DV1761
 DV1761.The dynamic height is computed by dividing the NAVD 88
 DV1761.geopotential number by the normal gravity value computed on the
 DV1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1761.degrees latitude (g = 980.6199 gals.).
 DV1761
 DV1761.The modeled gravity was interpolated from observed gravity values.
 DV1761
 DV1761;                    North         East    Units  Estimated Accuracy
 DV1761;SPC AZ C     -   292,560.      183,570.      MT  (+/- 180 meters Scaled)
 DV1761
 DV1761                          SUPERSEDED SURVEY CONTROL
 DV1761
 DV1761.No superseded survey control is available for this station.
 DV1761
 DV1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852227(NAD 83)
 DV1761_MARKER: DB = BENCH MARK DISK
 DV1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1761_SP_SET: CONCRETE HEADWALL
 DV1761_STAMPING: 1206.18
 DV1761_MARK LOGO: AZDT  
 DV1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1761
 DV1761  HISTORY     - Date     Condition        Report By
 DV1761  HISTORY     - UNK      MONUMENTED       AZDT
 DV1761  HISTORY     - 1983     GOOD             AZDT
 DV1761  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1761
 DV1761                          STATION DESCRIPTION
 DV1761
 DV1761'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1761'6.44 KM (4.0 MI) NORTH FROM PEORIA.
 DV1761'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1761'AVENUE IN PEORIA, AT THE NORTHEAST CORNER OF 83RD AVENUE AND BELL
 DV1761'ROAD, 42.0 FT (12.8 METERS) EAST OF THE CENTERLINE OF 83RD AVENUE,
 DV1761'32.0 FT (9.75 METERS) NORTH OF WESTBOUND CENTERLINE OF BELL ROAD, A
 DV1761'STANDARD AZDT BRASS CAP CEMENTED IN HEADWALL OVER METAL PIPE.
 DV1761
 DV1761                          STATION RECOVERY (2002)
 DV1761
 DV1761'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1761'NEW BRIDGE CONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1762 ***********************************************************************
 DV1762  DESIGNATION -  1207.06
 DV1762  PID         -  DV1762
 DV1762  STATE/COUNTY-  AZ/MARICOPA
 DV1762  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1762
 DV1762                         *CURRENT SURVEY CONTROL
 DV1762  ___________________________________________________________________
 DV1762* NAD 83(1986)-  33 38 17.     (N)    112 14 14.     (W)     SCALED    
 DV1762* NAVD 88     -       367.938  (meters)    1207.14   (feet)  ADJUSTED  
 DV1762  ___________________________________________________________________
 DV1762  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1762  DYNAMIC HT  -         367.514 (meters)    1205.75  (feet)  COMP
 DV1762  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV1762
 DV1762  VERT ORDER  -  SECOND    CLASS I
 DV1762
 DV1762.The horizontal coordinates were scaled from a topographic map and have
 DV1762.an estimated accuracy of +/- 6 seconds.
 DV1762
 DV1762.The orthometric height was determined by differential leveling
 DV1762.and adjusted by the National Geodetic Survey in November 1993..
 DV1762
 DV1762.The geoid height was determined by GEOID03.
 DV1762
 DV1762.The dynamic height is computed by dividing the NAVD 88
 DV1762.geopotential number by the normal gravity value computed on the
 DV1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1762.degrees latitude (g = 980.6199 gals.).
 DV1762
 DV1762.The modeled gravity was interpolated from observed gravity values.
 DV1762
 DV1762;                    North         East    Units  Estimated Accuracy
 DV1762;SPC AZ C     -   292,560.      183,620.      MT  (+/- 180 meters Scaled)
 DV1762
 DV1762                          SUPERSEDED SURVEY CONTROL
 DV1762
 DV1762.No superseded survey control is available for this station.
 DV1762
 DV1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852227(NAD 83)
 DV1762_MARKER: DB = BENCH MARK DISK
 DV1762_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1762_SP_SET: ABUTMENT
 DV1762_STAMPING: 1207.06
 DV1762_MARK LOGO: AZDT  
 DV1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1762
 DV1762  HISTORY     - Date     Condition        Report By
 DV1762  HISTORY     - UNK      MONUMENTED       AZDT
 DV1762  HISTORY     - 1983     GOOD             AZDT
 DV1762  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1762
 DV1762                          STATION DESCRIPTION
 DV1762
 DV1762'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1762'6.62 KM (4.1 MI) NORTH FROM PEORIA.
 DV1762'6.62 KM (4.1 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1762'AVENUE IN PEORIA, 607.0 FT (185.0 METERS WEST OF THE JUNCTION OF BELL
 DV1762'ROAD, SET IN THE BRIDGE DECK OVER THE SOUTHEAST ABUTMENT OF THE NEW
 DV1762'RIVER BRIDGE, A STANDARD AZDT BRASS CAP STAMPED 1207.06.
 DV1762
 DV1762                          STATION RECOVERY (2002)
 DV1762
 DV1762'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1762'NEW BRIDGE CONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2352 ***********************************************************************
 DU2352  DESIGNATION -  1207.51
 DU2352  PID         -  DU2352
 DU2352  STATE/COUNTY-  AZ/PINAL
 DU2352  USGS QUAD   -  GILA BUTTE (1981)
 DU2352
 DU2352                         *CURRENT SURVEY CONTROL
 DU2352  ___________________________________________________________________
 DU2352* NAD 83(1986)-  33 08 25.     (N)    111 50 28.     (W)     SCALED    
 DU2352* NAVD 88     -       368.444  (meters)    1208.80   (feet)  ADJUSTED  
 DU2352  ___________________________________________________________________
 DU2352  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU2352  DYNAMIC HT  -         368.006 (meters)    1207.37  (feet)  COMP
 DU2352  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 DU2352
 DU2352  VERT ORDER  -  FIRST     CLASS II
 DU2352
 DU2352.The horizontal coordinates were scaled from a topographic map and have
 DU2352.an estimated accuracy of +/- 6 seconds.
 DU2352
 DU2352.The orthometric height was determined by differential leveling
 DU2352.and adjusted by the National Geodetic Survey in August 1994..
 DU2352
 DU2352.The geoid height was determined by GEOID03.
 DU2352
 DU2352.The dynamic height is computed by dividing the NAVD 88
 DU2352.geopotential number by the normal gravity value computed on the
 DU2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2352.degrees latitude (g = 980.6199 gals.).
 DU2352
 DU2352.The modeled gravity was interpolated from observed gravity values.
 DU2352
 DU2352;                    North         East    Units  Estimated Accuracy
 DU2352;SPC AZ C     -   237,310.      220,410.      MT  (+/- 180 meters Scaled)
 DU2352
 DU2352                          SUPERSEDED SURVEY CONTROL
 DU2352
 DU2352.No superseded survey control is available for this station.
 DU2352
 DU2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215671(NAD 83)
 DU2352_MARKER: DD = SURVEY DISK
 DU2352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2352_SP_SET: ABUTMENT
 DU2352_STAMPING: 1207.51 1957
 DU2352_MARK LOGO: AZDT  
 DU2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2352+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DU2352
 DU2352  HISTORY     - Date     Condition        Report By
 DU2352  HISTORY     - 1957     MONUMENTED       AZDT
 DU2352  HISTORY     - 19940425 GOOD             NGS
 DU2352  HISTORY     - 20060912 MARK NOT FOUND   GEOCAC
 DU2352
 DU2352                          STATION DESCRIPTION
 DU2352
 DU2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2352'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2352'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 7.2 KM
 DU2352'(4.45 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.3 M
 DU2352'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 DU2352'HIGHWAY BRIDGE SPANNING THE GILA RIVER, 5.7 M (18.7 FT) WEST OF THE
 DU2352'HIGHWAY CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DU2352'HIGHWAY.
 DU2352
 DU2352                          STATION RECOVERY (2006)
 DU2352
 DU2352'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2352'THE BRIDGE APPEARS TO HAVE BEEN RE-BUILT, BUT MY SEARCH MAY NOT HAVE
 DU2352'BEEN THOROUGH ENOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1042 ***********************************************************************
 DA1042  DESIGNATION -  1207+80
 DA1042  PID         -  DA1042
 DA1042  STATE/COUNTY-  AZ/YUMA
 DA1042  USGS QUAD   -  TACNA (1982)
 DA1042
 DA1042                         *CURRENT SURVEY CONTROL
 DA1042  ___________________________________________________________________
 DA1042* NAD 83(1986)-  32 42 02.     (N)    113 55 45.     (W)     SCALED    
 DA1042* NAVD 88     -       105.42   (+/-2cm)     345.9    (feet)  VERTCON   
 DA1042  ___________________________________________________________________
 DA1042  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DA1042
 DA1042  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1042
 DA1042.The horizontal coordinates were scaled from a topographic map and have
 DA1042.an estimated accuracy of +/- 6 seconds.
 DA1042
 DA1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1042.The vertical order pertains to the NGVD 29 superseded value.
 DA1042
 DA1042.The geoid height was determined by GEOID03.
 DA1042
 DA1042;                    North         East    Units  Estimated Accuracy
 DA1042;SPC AZ W     -   188,570.      196,560.      MT  (+/- 180 meters Scaled)
 DA1042
 DA1042                          SUPERSEDED SURVEY CONTROL
 DA1042
 DA1042  NGVD 29 (??/??/92)  104.735  (m)          343.62   (f) ADJ UNCH    1 2
 DA1042
 DA1042.Superseded values are not recommended for survey control.
 DA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1042.See file dsdata.txt to determine how the superseded data were derived.
 DA1042
 DA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB253218(NAD 83)
 DA1042_MARKER: DD = SURVEY DISK
 DA1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1042_SP_SET: BRIDGE
 DA1042_STAMPING: 344.07 1207 + 80 1941
 DA1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1042
 DA1042  HISTORY     - Date     Condition        Report By
 DA1042  HISTORY     - 1941     MONUMENTED       AZHD
 DA1042  HISTORY     - 1960     GOOD             NGS
 DA1042
 DA1042                          STATION DESCRIPTION
 DA1042
 DA1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1042'1.3 MI E FROM TACNA.
 DA1042'1.3 MILE EASTERLY ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA,
 DA1042'ABOUT 0.1 MILE EAST FROM HIGHWAY MILEPOST 46, IN THE CENTER OF THE TOP
 DA1042'OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE OVER A SMALL WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0377 ***********************************************************************
 ER0377  DESIGNATION -  121
 ER0377  PID         -  ER0377
 ER0377  STATE/COUNTY-  AZ/APACHE
 ER0377  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0377
 ER0377                         *CURRENT SURVEY CONTROL
 ER0377  ___________________________________________________________________
 ER0377* NAD 83(1986)-  34 07 57.     (N)    109 17 42.     (W)     SCALED    
 ER0377* NAVD 88     -      2122.458  (meters)    6963.43   (feet)  ADJUSTED  
 ER0377  ___________________________________________________________________
 ER0377  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0377  DYNAMIC HT  -        2119.160 (meters)    6952.61  (feet)  COMP
 ER0377  MODELED GRAV-     979,006.3   (mgal)                       NAVD 88
 ER0377
 ER0377  VERT ORDER  -  FIRST     CLASS II
 ER0377
 ER0377.The horizontal coordinates were scaled from a topographic map and have
 ER0377.an estimated accuracy of +/- 6 seconds.
 ER0377
 ER0377.The orthometric height was determined by differential leveling
 ER0377.and adjusted by the National Geodetic Survey in June 1991..
 ER0377
 ER0377.The geoid height was determined by GEOID03.
 ER0377
 ER0377.The dynamic height is computed by dividing the NAVD 88
 ER0377.geopotential number by the normal gravity value computed on the
 ER0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0377.degrees latitude (g = 980.6199 gals.).
 ER0377
 ER0377.The modeled gravity was interpolated from observed gravity values.
 ER0377
 ER0377;                    North         East    Units  Estimated Accuracy
 ER0377;SPC AZ E     -   347,690.      293,760.      MT  (+/- 180 meters Scaled)
 ER0377
 ER0377                          SUPERSEDED SURVEY CONTROL
 ER0377
 ER0377.No superseded survey control is available for this station.
 ER0377
 ER0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC572781(NAD 83)
 ER0377_MARKER: DB = BENCH MARK DISK
 ER0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0377_SP_SET: BRIDGE CURB
 ER0377_STAMPING: 121
 ER0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0377
 ER0377  HISTORY     - Date     Condition        Report By
 ER0377  HISTORY     - UNK      MONUMENTED       AZHD
 ER0377  HISTORY     - 1980     GOOD             NGS
 ER0377  HISTORY     - 20050726 GOOD             USPSQD
 ER0377
 ER0377                          STATION DESCRIPTION
 ER0377
 ER0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0377'2.9 KM NW FROM EAGAR.
 ER0377'2.1 KM (1.3 MI)NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0377'POST OFFICE IN EAGAR, THENCE 0.8 KM (0.5 MI) WEST ALONG
 ER0377'AIRPORT ROAD, IN TOP OF THE EAST END OF THE NORTH CURB OF A BRIDGE
 ER0377'OVER THE LITTLE COLORADO RIVER, 4.0 METERS (13.0 FT) NORTH OF THE
 ER0377'CENTER OF THE ROAD AND 1.2 METERS (4.0 FT) WEST OF THE EAST END.
 ER0377'THE MARK IS 0.3 M ABOVE THE ROAD.
 ER0377
 ER0377                          STATION RECOVERY (2005)
 ER0377
 ER0377'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0587 ***********************************************************************
 ER0587  DESIGNATION -  121 DOR
 ER0587  PID         -  ER0587
 ER0587  STATE/COUNTY-  AZ/APACHE
 ER0587  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0587
 ER0587                         *CURRENT SURVEY CONTROL
 ER0587  ___________________________________________________________________
 ER0587* NAD 83(1986)-  34 41 19.     (N)    109 19 58.     (W)     SCALED    
 ER0587* NAVD 88     -      1714.770  (meters)    5625.87   (feet)  ADJUSTED  
 ER0587  ___________________________________________________________________
 ER0587  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0587  DYNAMIC HT  -        1712.319 (meters)    5617.83  (feet)  COMP
 ER0587  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 ER0587
 ER0587  VERT ORDER  -  SECOND    CLASS II
 ER0587
 ER0587.The horizontal coordinates were scaled from a topographic map and have
 ER0587.an estimated accuracy of +/- 6 seconds.
 ER0587
 ER0587.The orthometric height was determined by differential leveling
 ER0587.and adjusted by the National Geodetic Survey in June 1991..
 ER0587
 ER0587.The geoid height was determined by GEOID03.
 ER0587
 ER0587.The dynamic height is computed by dividing the NAVD 88
 ER0587.geopotential number by the normal gravity value computed on the
 ER0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0587.degrees latitude (g = 980.6199 gals.).
 ER0587
 ER0587.The modeled gravity was interpolated from observed gravity values.
 ER0587
 ER0587;                    North         East    Units  Estimated Accuracy
 ER0587;SPC AZ E     -   409,350.      289,770.      MT  (+/- 180 meters Scaled)
 ER0587
 ER0587                          SUPERSEDED SURVEY CONTROL
 ER0587
 ER0587  NGVD 29 (??/??/92) 1713.91   (m)         5623.1    (f) COMPUTED    2 2
 ER0587
 ER0587.Superseded values are not recommended for survey control.
 ER0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0587.See file dsdata.txt to determine how the superseded data were derived.
 ER0587
 ER0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD527397(NAD 83)
 ER0587_MARKER: DB = BENCH MARK DISK
 ER0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0587_SP_SET: CONCRETE POST
 ER0587_STAMPING: 121 DOR 1972 5623
 ER0587_MARK LOGO: USGS  
 ER0587_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0587+STABILITY: SURFACE MOTION
 ER0587
 ER0587  HISTORY     - Date     Condition        Report By
 ER0587  HISTORY     - 1972     MONUMENTED       USGS
 ER0587
 ER0587                          STATION DESCRIPTION
 ER0587
 ER0587'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0587'25.3 KM (15.70 MI) NE FROM ST JOHNS.
 ER0587'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0587'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0587'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0587'A FENCE CORNER, THENCE 1.0 MILES WEST ALONG A FENCE LINE, 242 FEET
 ER0587'EAST-NORTHEAST OF A T-FENCE SOUTH, 32 FEET NORTH OF A FENCE, 10 FEET
 ER0587'SOUTH OF A USBLM CADASTRAL SURVEY BRASS CAP SET ON AN IRON PIPE AND
 ER0587'STAMPED -T15N R28E S23 S24 S26 S25 1963-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0468 ***********************************************************************
 GQ0468  DESIGNATION -  121 DOR
 GQ0468  PID         -  GQ0468
 GQ0468  STATE/COUNTY-  AZ/MOHAVE
 GQ0468  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0468
 GQ0468                         *CURRENT SURVEY CONTROL
 GQ0468  ___________________________________________________________________
 GQ0468* NAD 83(1986)-  36 33 51.     (N)    113 23 43.     (W)     SCALED    
 GQ0468* NAVD 88     -      1575.924  (meters)    5170.34   (feet)  POSTED    
 GQ0468  ___________________________________________________________________
 GQ0468  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0468  DYNAMIC HT  -        1574.080 (meters)    5164.29  (feet)  COMP
 GQ0468  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 GQ0468
 GQ0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0468
 GQ0468.The horizontal coordinates were scaled from a topographic map and have
 GQ0468.an estimated accuracy of +/- 6 seconds.
 GQ0468
 GQ0468.The orthometric height was determined by differential leveling
 GQ0468.and adjusted by the National Geodetic Survey in 1992..
 GQ0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0468.rate of 0.0 thru 1.0 mm/km.
 GQ0468
 GQ0468.The geoid height was determined by GEOID03.
 GQ0468
 GQ0468.The dynamic height is computed by dividing the NAVD 88
 GQ0468.geopotential number by the normal gravity value computed on the
 GQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0468.degrees latitude (g = 980.6199 gals.).
 GQ0468
 GQ0468.The modeled gravity was interpolated from observed gravity values.
 GQ0468
 GQ0468;                    North         East    Units  Estimated Accuracy
 GQ0468;SPC AZ W     -   617,190.      245,110.      MT  (+/- 180 meters Scaled)
 GQ0468
 GQ0468                          SUPERSEDED SURVEY CONTROL
 GQ0468
 GQ0468.No superseded survey control is available for this station.
 GQ0468
 GQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF856491(NAD 83)
 GQ0468_MARKER: DB = BENCH MARK DISK
 GQ0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0468_SP_SET: COPPER-CLAD STEEL ROD
 GQ0468_STAMPING: 121 DOR 1970 5167
 GQ0468_MARK LOGO: USGS  
 GQ0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0468
 GQ0468  HISTORY     - Date     Condition        Report By
 GQ0468  HISTORY     - 1970     MONUMENTED       USGS
 GQ0468
 GQ0468                          STATION DESCRIPTION
 GQ0468
 GQ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0468'71.6 KM (44.50 MI) SSE FROM ST GEORGE UT.
 GQ0468'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0468'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0468'ROAD TO THE ARIZONA STATE LINE, CONTINUE 37.8 MILES SOUTH ALONG MT.
 GQ0468'TRUMBULL ROAD, WEST-SOUTH WEST OF DIAMOND BUTTE, 0.5 MILES NORTH OF A
 GQ0468'Y-ROAD LEADING SOUTH, 57 FEET WEST OF THE ROAD, 0.5 FEET EAST OF A
 GQ0468'FENCE.  ROD DEPTH UNKNOWN.
 GQ0468'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
 GQ0468'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0690 ***********************************************************************
 GP0690  DESIGNATION -  121 DOR
 GP0690  PID         -  GP0690
 GP0690  STATE/COUNTY-  AZ/NAVAJO
 GP0690  USGS QUAD   -  SHONTO NW (1980)
 GP0690
 GP0690                         *CURRENT SURVEY CONTROL
 GP0690  ___________________________________________________________________
 GP0690* NAD 83(1986)-  36 44 44.     (N)    110 40 47.     (W)     SCALED    
 GP0690* NAVD 88     -      2150.036  (meters)    7053.91   (feet)  ADJUSTED  
 GP0690  ___________________________________________________________________
 GP0690  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 GP0690  DYNAMIC HT  -        2147.300 (meters)    7044.93  (feet)  COMP
 GP0690  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 GP0690
 GP0690  VERT ORDER  -  SECOND    CLASS 0
 GP0690
 GP0690.The horizontal coordinates were scaled from a topographic map and have
 GP0690.an estimated accuracy of +/- 6 seconds.
 GP0690
 GP0690.The orthometric height was determined by differential leveling
 GP0690.and adjusted by the National Geodetic Survey in June 1991..
 GP0690
 GP0690.The geoid height was determined by GEOID03.
 GP0690
 GP0690.The dynamic height is computed by dividing the NAVD 88
 GP0690.geopotential number by the normal gravity value computed on the
 GP0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0690.degrees latitude (g = 980.6199 gals.).
 GP0690
 GP0690.The modeled gravity was interpolated from observed gravity values.
 GP0690
 GP0690;                    North         East    Units  Estimated Accuracy
 GP0690;SPC AZ E     -   637,360.      167,550.      MT  (+/- 180 meters Scaled)
 GP0690
 GP0690                          SUPERSEDED SURVEY CONTROL
 GP0690
 GP0690.No superseded survey control is available for this station.
 GP0690
 GP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF285666(NAD 83)
 GP0690_MARKER: DB = BENCH MARK DISK
 GP0690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0690_SP_SET: COPPER-CLAD STEEL ROD
 GP0690_STAMPING: 121 DOR 1969 7050
 GP0690_MARK LOGO: USGS  
 GP0690_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0690+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0690
 GP0690  HISTORY     - Date     Condition        Report By
 GP0690  HISTORY     - 1969     MONUMENTED       USGS
 GP0690
 GP0690                          STATION DESCRIPTION
 GP0690
 GP0690'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0690'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0690'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0690'NORTH, THENCE 28.0 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0690'MOUNTAIN ROAD TO A Y-ROAD SOUTH TO SHONTO.  OR, FROM THE INTERSECTION
 GP0690'OF STATE HIGHWAYS 164 AND 464 AT KAYENTA, ARIZONA, PROCEED 19.7 MILES
 GP0690'SOUTHWEST ALONG HIGHWAY 164 TO A ROAD NORTH, THENCE 9.6 MILES NORTH
 GP0690'AND NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 13.7 MILES
 GP0690'NORTHWEST ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A
 GP0690'Y-ROAD SOUTHWEST, 300 FEET SOUTH OF THE Y-ROAD JUNCTION, 140 FEET
 GP0690'EAST AND 10 FEET LOWER THAN THE ROAD, 60 FEET NORTHWEST AND 2 FEET
 GP0690'HIGHER THAN THE TALL MOUNTAIN ROAD, 2 FEET SOUTH OF A WITNESS, SET ON
 GP0690'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2356 ***********************************************************************
 DU2356  DESIGNATION -  1214.72
 DU2356  PID         -  DU2356
 DU2356  STATE/COUNTY-  AZ/PINAL
 DU2356  USGS QUAD   -  GILA BUTTE (1981)
 DU2356
 DU2356                         *CURRENT SURVEY CONTROL
 DU2356  ___________________________________________________________________
 DU2356* NAD 83(1986)-  33 10 45.     (N)    111 50 27.     (W)     SCALED    
 DU2356* NAVD 88     -       370.746  (meters)    1216.36   (feet)  ADJUSTED  
 DU2356  ___________________________________________________________________
 DU2356  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DU2356  DYNAMIC HT  -         370.308 (meters)    1214.92  (feet)  COMP
 DU2356  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 DU2356
 DU2356  VERT ORDER  -  FIRST     CLASS II
 DU2356
 DU2356.The horizontal coordinates were scaled from a topographic map and have
 DU2356.an estimated accuracy of +/- 6 seconds.
 DU2356
 DU2356.The orthometric height was determined by differential leveling
 DU2356.and adjusted by the National Geodetic Survey in August 1994..
 DU2356
 DU2356.The geoid height was determined by GEOID03.
 DU2356
 DU2356.The dynamic height is computed by dividing the NAVD 88
 DU2356.geopotential number by the normal gravity value computed on the
 DU2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2356.degrees latitude (g = 980.6199 gals.).
 DU2356
 DU2356.The modeled gravity was interpolated from observed gravity values.
 DU2356
 DU2356;                    North         East    Units  Estimated Accuracy
 DU2356;SPC AZ C     -   241,620.      220,430.      MT  (+/- 180 meters Scaled)
 DU2356
 DU2356                          SUPERSEDED SURVEY CONTROL
 DU2356
 DU2356.No superseded survey control is available for this station.
 DU2356
 DU2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216714(NAD 83)
 DU2356_MARKER: DD = SURVEY DISK
 DU2356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2356_SP_SET: HEADWALL
 DU2356_STAMPING: 1214.72 1966
 DU2356_MARK LOGO: AZHD  
 DU2356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2356+STABILITY: SURFACE MOTION
 DU2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2356+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2356
 DU2356  HISTORY     - Date     Condition        Report By
 DU2356  HISTORY     - 1966     MONUMENTED       AZHD
 DU2356  HISTORY     - 19940425 GOOD             NGS
 DU2356  HISTORY     - 20060912 GOOD             GEOCAC
 DU2356
 DU2356                          STATION DESCRIPTION
 DU2356
 DU2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2356'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2356'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.9 KM
 DU2356'(1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 6.7 M
 DU2356'(22.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2356'CULVERT UNDER THE HIGHWAY, 7.4 M (24.3 FT) EAST OF THE HIGHWAY
 DU2356'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DU2356
 DU2356                          STATION RECOVERY (2006)
 DU2356
 DU2356'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2358 ***********************************************************************
 DU2358  DESIGNATION -  1215.54
 DU2358  PID         -  DU2358
 DU2358  STATE/COUNTY-  AZ/PINAL
 DU2358  USGS QUAD   -  GILA BUTTE (1981)
 DU2358
 DU2358                         *CURRENT SURVEY CONTROL
 DU2358  ___________________________________________________________________
 DU2358* NAD 83(1986)-  33 11 36.     (N)    111 50 27.     (W)     SCALED    
 DU2358* NAVD 88     -       370.957  (meters)    1217.05   (feet)  ADJUSTED  
 DU2358  ___________________________________________________________________
 DU2358  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2358  DYNAMIC HT  -         370.519 (meters)    1215.61  (feet)  COMP
 DU2358  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 DU2358
 DU2358  VERT ORDER  -  FIRST     CLASS II
 DU2358
 DU2358.The horizontal coordinates were scaled from a topographic map and have
 DU2358.an estimated accuracy of +/- 6 seconds.
 DU2358
 DU2358.The orthometric height was determined by differential leveling
 DU2358.and adjusted by the National Geodetic Survey in August 1994..
 DU2358
 DU2358.The geoid height was determined by GEOID03.
 DU2358
 DU2358.The dynamic height is computed by dividing the NAVD 88
 DU2358.geopotential number by the normal gravity value computed on the
 DU2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2358.degrees latitude (g = 980.6199 gals.).
 DU2358
 DU2358.The modeled gravity was interpolated from observed gravity values.
 DU2358
 DU2358;                    North         East    Units  Estimated Accuracy
 DU2358;SPC AZ C     -   243,190.      220,430.      MT  (+/- 180 meters Scaled)
 DU2358
 DU2358                          SUPERSEDED SURVEY CONTROL
 DU2358
 DU2358.No superseded survey control is available for this station.
 DU2358
 DU2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216730(NAD 83)
 DU2358_MARKER: DD = SURVEY DISK
 DU2358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2358_SP_SET: HEADWALL
 DU2358_STAMPING: 1215.54 1966
 DU2358_MARK LOGO: AZHD  
 DU2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2358+STABILITY: SURFACE MOTION
 DU2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2358+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2358
 DU2358  HISTORY     - Date     Condition        Report By
 DU2358  HISTORY     - 1966     MONUMENTED       AZHD
 DU2358  HISTORY     - 19940425 GOOD             NGS
 DU2358  HISTORY     - 20060912 GOOD             GEOCAC
 DU2358
 DU2358                          STATION DESCRIPTION
 DU2358
 DU2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2358'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2358'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 1.4 KM
 DU2358'(0.85 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 10.0 M
 DU2358'(32.8 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2358'CULVERT UNDER THE HIGHWAY, AND 7.8 M (25.6 FT) EAST OF AND LEVEL WITH
 DU2358'THE HIGHWAY CENTERLINE.
 DU2358
 DU2358                          STATION RECOVERY (2006)
 DU2358
 DU2358'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2357 ***********************************************************************
 DU2357  DESIGNATION -  1215.76
 DU2357  PID         -  DU2357
 DU2357  STATE/COUNTY-  AZ/PINAL
 DU2357  USGS QUAD   -  GILA BUTTE (1981)
 DU2357
 DU2357                         *CURRENT SURVEY CONTROL
 DU2357  ___________________________________________________________________
 DU2357* NAD 83(1986)-  33 11 14.     (N)    111 50 27.     (W)     SCALED    
 DU2357* NAVD 88     -       371.043  (meters)    1217.33   (feet)  ADJUSTED  
 DU2357  ___________________________________________________________________
 DU2357  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DU2357  DYNAMIC HT  -         370.605 (meters)    1215.89  (feet)  COMP
 DU2357  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 DU2357
 DU2357  VERT ORDER  -  FIRST     CLASS II
 DU2357
 DU2357.The horizontal coordinates were scaled from a topographic map and have
 DU2357.an estimated accuracy of +/- 6 seconds.
 DU2357
 DU2357.The orthometric height was determined by differential leveling
 DU2357.and adjusted by the National Geodetic Survey in August 1994..
 DU2357
 DU2357.The geoid height was determined by GEOID03.
 DU2357
 DU2357.The dynamic height is computed by dividing the NAVD 88
 DU2357.geopotential number by the normal gravity value computed on the
 DU2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2357.degrees latitude (g = 980.6199 gals.).
 DU2357
 DU2357.The modeled gravity was interpolated from observed gravity values.
 DU2357
 DU2357;                    North         East    Units  Estimated Accuracy
 DU2357;SPC AZ C     -   242,520.      220,430.      MT  (+/- 180 meters Scaled)
 DU2357
 DU2357                          SUPERSEDED SURVEY CONTROL
 DU2357
 DU2357.No superseded survey control is available for this station.
 DU2357
 DU2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216723(NAD 83)
 DU2357_MARKER: DD = SURVEY DISK
 DU2357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2357_SP_SET: HEADWALL
 DU2357_STAMPING: 1215.76 1966
 DU2357_MARK LOGO: AZHD  
 DU2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2357+STABILITY: SURFACE MOTION
 DU2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2357+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2357
 DU2357  HISTORY     - Date     Condition        Report By
 DU2357  HISTORY     - 1966     MONUMENTED       AZHD
 DU2357  HISTORY     - 19940425 GOOD             NGS
 DU2357  HISTORY     - 20060912 GOOD             GEOCAC
 DU2357
 DU2357                          STATION DESCRIPTION
 DU2357
 DU2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2357'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2357'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.9 KM
 DU2357'(1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 10.0 M
 DU2357'(32.8 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2357'CULVERT UNDER THE HIGHWAY, AND 7.8 M (25.6 FT) EAST OF AND LEVEL WITH
 DU2357'THE HIGHWAY CENTERLINE.
 DU2357
 DU2357                          STATION RECOVERY (2006)
 DU2357
 DU2357'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0821 ***********************************************************************
 DU0821  DESIGNATION -  1215.93
 DU0821  PID         -  DU0821
 DU0821  STATE/COUNTY-  AZ/PINAL
 DU0821  USGS QUAD   -  GILA BUTTE (1981)
 DU0821
 DU0821                         *CURRENT SURVEY CONTROL
 DU0821  ___________________________________________________________________
 DU0821* NAD 83(1986)-  33 12 13.     (N)    111 50 27.     (W)     SCALED    
 DU0821* NAVD 88     -       370.89   (+/-2cm)    1216.8    (feet)  VERTCON   
 DU0821  ___________________________________________________________________
 DU0821  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU0821
 DU0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0821
 DU0821.The horizontal coordinates were scaled from a topographic map and have
 DU0821.an estimated accuracy of +/- 6 seconds.
 DU0821
 DU0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0821.The vertical order pertains to the NGVD 29 superseded value.
 DU0821
 DU0821.The geoid height was determined by GEOID03.
 DU0821
 DU0821;                    North         East    Units  Estimated Accuracy
 DU0821;SPC AZ C     -   244,330.      220,430.      MT  (+/- 180 meters Scaled)
 DU0821
 DU0821                          SUPERSEDED SURVEY CONTROL
 DU0821
 DU0821  NGVD 29 (??/??/92)  370.393  (m)         1215.20   (f) ADJ UNCH    2 0
 DU0821
 DU0821.Superseded values are not recommended for survey control.
 DU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0821.See file dsdata.txt to determine how the superseded data were derived.
 DU0821
 DU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216741(NAD 83)
 DU0821_MARKER: DD = SURVEY DISK
 DU0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0821_SP_SET: CULVERT
 DU0821_STAMPING: 1215.93 1936
 DU0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0821
 DU0821  HISTORY     - Date     Condition        Report By
 DU0821  HISTORY     - 1936     MONUMENTED       USIIS
 DU0821  HISTORY     - 1948     GOOD             NGS
 DU0821  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0821
 DU0821                          STATION DESCRIPTION
 DU0821
 DU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0821'7.9 MI N FROM CASA BLANCA.
 DU0821'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0821'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0821'NORTHEAST ALONG A DIM TRACK ROAD, THENCE 2.2 MILES NORTH ALONG A DIM
 DU0821'TRACK ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO THE HIGHWAY
 DU0821'LEADING NORTH TO CHANDLER, THENCE 0.6 MILE NORTHEAST ALONG A TRACK
 DU0821'ROAD LEADING TO STATE ROUTE 87, 318 FEET SOUTHWEST OF THE CENTER LINE
 DU0821'OF STATE ROUTE 87, 14.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 DU0821'IN THE TOP AND IN THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 DU0821'CULVERT FOR AN IRRIGATION DITCH UNDER A ROAD.  NOTE-- 32.9 FEET NORTH
 DU0821'OF THE MARK, 14.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, THE HIGH
 DU0821'POINT IN A CHISELED SQUARE ON THE EAST END OF THE NORTH CONCRETE
 DU0821'HEADWALL.
 DU0821
 DU0821                          STATION RECOVERY (1994)
 DU0821
 DU0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1714 ***********************************************************************
 DU1714  DESIGNATION -  1216.83
 DU1714  PID         -  DU1714
 DU1714  STATE/COUNTY-  AZ/MARICOPA
 DU1714  USGS QUAD   -  TEMPE (1982)
 DU1714
 DU1714                         *CURRENT SURVEY CONTROL
 DU1714  ___________________________________________________________________
 DU1714* NAD 83(1986)-  33 22 41.     (N)    111 58 13.     (W)     SCALED    
 DU1714* NAVD 88     -       371.409  (meters)    1218.53   (feet)  ADJUSTED  
 DU1714  ___________________________________________________________________
 DU1714  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1714  DYNAMIC HT  -         370.980 (meters)    1217.12  (feet)  COMP
 DU1714  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 DU1714
 DU1714  VERT ORDER  -  SECOND    CLASS I
 DU1714
 DU1714.The horizontal coordinates were scaled from a topographic map and have
 DU1714.an estimated accuracy of +/- 6 seconds.
 DU1714
 DU1714.The orthometric height was determined by differential leveling
 DU1714.and adjusted by the National Geodetic Survey in November 1993..
 DU1714
 DU1714.The geoid height was determined by GEOID03.
 DU1714
 DU1714.The dynamic height is computed by dividing the NAVD 88
 DU1714.geopotential number by the normal gravity value computed on the
 DU1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1714.degrees latitude (g = 980.6199 gals.).
 DU1714
 DU1714.The modeled gravity was interpolated from observed gravity values.
 DU1714
 DU1714;                    North         East    Units  Estimated Accuracy
 DU1714;SPC AZ C     -   263,680.      208,370.      MT  (+/- 180 meters Scaled)
 DU1714
 DU1714                          SUPERSEDED SURVEY CONTROL
 DU1714
 DU1714.No superseded survey control is available for this station.
 DU1714
 DU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097936(NAD 83)
 DU1714_MARKER: DB = BENCH MARK DISK
 DU1714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1714_SP_SET: CONCRETE HEADWALL
 DU1714_STAMPING: 1216.83
 DU1714_MARK LOGO: AZDT  
 DU1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1714
 DU1714  HISTORY     - Date     Condition        Report By
 DU1714  HISTORY     - UNK      MONUMENTED       AZDT
 DU1714  HISTORY     - 1981     GOOD             AZDT
 DU1714
 DU1714                          STATION DESCRIPTION
 DU1714
 DU1714'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1714'IN TEMPE.
 DU1714'IN TEMPE, 700 FT (213.36 METERS) WEST OF SOUTHBOUND LANE OF INTERSTATE
 DU1714'10 ALONG BASELINE ROAD, 60 FT (18.28 METERS) NORTH OF THE CENTERLINE
 DU1714'OF BASELINE ROAD, WEST SIDE OF DIRT ROAD, AN AZDT BRASS CAP IN
 DU1714'CONCRETE HEADWALL OF IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0323 ***********************************************************************
 DV0323  DESIGNATION -  1218
 DV0323  PID         -  DV0323
 DV0323  STATE/COUNTY-  AZ/PINAL
 DV0323  USGS QUAD   -  ENID (1978)
 DV0323
 DV0323                         *CURRENT SURVEY CONTROL
 DV0323  ___________________________________________________________________
 DV0323* NAD 83(1986)-  33 04 40.     (N)    112 08 42.     (W)     SCALED    
 DV0323* NAVD 88     -       371.76   (+/-2cm)    1219.7    (feet)  VERTCON   
 DV0323  ___________________________________________________________________
 DV0323  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0323
 DV0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0323
 DV0323.The horizontal coordinates were scaled from a topographic map and have
 DV0323.an estimated accuracy of +/- 6 seconds.
 DV0323
 DV0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0323.The vertical order pertains to the NGVD 29 superseded value.
 DV0323
 DV0323.The geoid height was determined by GEOID03.
 DV0323
 DV0323;                    North         East    Units  Estimated Accuracy
 DV0323;SPC AZ C     -   230,400.      192,040.      MT  (+/- 180 meters Scaled)
 DV0323
 DV0323                          SUPERSEDED SURVEY CONTROL
 DV0323
 DV0323  NGVD 29 (??/??/92)  371.209  (m)         1217.87   (f) ADJ UNCH    2 0
 DV0323
 DV0323.Superseded values are not recommended for survey control.
 DV0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0323.See file dsdata.txt to determine how the superseded data were derived.
 DV0323
 DV0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB931604(NAD 83)
 DV0323_MARKER: P = PIPE CAP
 DV0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0323
 DV0323  HISTORY     - Date     Condition        Report By
 DV0323  HISTORY     - UNK      MONUMENTED       USGS
 DV0323  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0323
 DV0323                          STATION DESCRIPTION
 DV0323
 DV0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0323'1.0 MI W FROM HEATON.
 DV0323'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION
 DV0323'SIGN AT HEATON, PINAL COUNTY, 0.4 MILE WEST OF MILEPOST 892, 50 FEET
 DV0323'WEST OF THE WEST END OF BRIDGE 891 A, AND 50 FEET SOUTH OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0835 ***********************************************************************
 CZ0835  DESIGNATION -  1218+10
 CZ0835  PID         -  CZ0835
 CZ0835  STATE/COUNTY-  AZ/PIMA
 CZ0835  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0835
 CZ0835                         *CURRENT SURVEY CONTROL
 CZ0835  ___________________________________________________________________
 CZ0835* NAD 83(1986)-  32 10 34.     (N)    111 03 12.     (W)     SCALED    
 CZ0835* NAVD 88     -       807.54   (+/-2cm)    2649.4    (feet)  VERTCON   
 CZ0835  ___________________________________________________________________
 CZ0835  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0835
 CZ0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0835
 CZ0835.The horizontal coordinates were scaled from a topographic map and have
 CZ0835.an estimated accuracy of +/- 6 seconds.
 CZ0835
 CZ0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0835.The vertical order pertains to the NGVD 29 superseded value.
 CZ0835
 CZ0835.The geoid height was determined by GEOID03.
 CZ0835
 CZ0835;                    North         East    Units  Estimated Accuracy
 CZ0835;SPC AZ C     -   130,720.      294,780.      MT  (+/- 180 meters Scaled)
 CZ0835
 CZ0835                          SUPERSEDED SURVEY CONTROL
 CZ0835
 CZ0835  NGVD 29 (??/??/92)  806.840  (m)         2647.11   (f) ADJ UNCH    2 0
 CZ0835
 CZ0835.Superseded values are not recommended for survey control.
 CZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0835.See file dsdata.txt to determine how the superseded data were derived.
 CZ0835
 CZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA949599(NAD 83)
 CZ0835_MARKER: DD = SURVEY DISK
 CZ0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0835_SP_SET: CULVERT
 CZ0835_STAMPING: 1218+10 2647.70
 CZ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0835+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0835
 CZ0835  HISTORY     - Date     Condition        Report By
 CZ0835  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0835  HISTORY     - 1951     GOOD             NGS
 CZ0835  HISTORY     - 20060316 GOOD             USPSQD
 CZ0835
 CZ0835                          STATION DESCRIPTION
 CZ0835
 CZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0835'5.1 MI W FROM TUCSON.
 CZ0835'5.1 MILES WEST OF THE U.S VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0835'HIGHWAY 86 (AJO-TUCSON), 1 MILE EAST OF THE JUNCTION OF KINNEY ROAD,
 CZ0835'AT A T JUNCTION OF A GRAVEL ROAD LEADING NORTH, AT A 3 1/2 BY 5 FEET
 CZ0835'CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE CENTER OF THE NORTH
 CZ0835'CONCRETE HEADWALL, 27 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 CZ0835'THE ROAD LEADING NORTH, 14 FEET NORTH OF THE CENTER LINE OF THE
 CZ0835'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0835
 CZ0835                          STATION RECOVERY (2006)
 CZ0835
 CZ0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1163 ***********************************************************************
 DV1163  DESIGNATION -  1219.01
 DV1163  PID         -  DV1163
 DV1163  STATE/COUNTY-  AZ/LA PAZ
 DV1163  USGS QUAD   -  VICKSBURG (1990)
 DV1163
 DV1163                         *CURRENT SURVEY CONTROL
 DV1163  ___________________________________________________________________
 DV1163* NAD 83(1986)-  33 42 59.     (N)    113 46 52.     (W)     SCALED    
 DV1163* NAVD 88     -       372.48   (+/-2cm)    1222.0    (feet)  VERTCON   
 DV1163  ___________________________________________________________________
 DV1163  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1163
 DV1163  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1163
 DV1163.The horizontal coordinates were scaled from a topographic map and have
 DV1163.an estimated accuracy of +/- 6 seconds.
 DV1163
 DV1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1163.The vertical order pertains to the NGVD 29 superseded value.
 DV1163
 DV1163.The geoid height was determined by GEOID03.
 DV1163
 DV1163;                    North         East    Units  Estimated Accuracy
 DV1163;SPC AZ W     -   301,210.      210,480.      MT  (+/- 180 meters Scaled)
 DV1163
 DV1163                          SUPERSEDED SURVEY CONTROL
 DV1163
 DV1163  NGVD 29 (??/??/92)  371.805  (m)         1219.83   (f) ADJ UNCH    1 2
 DV1163
 DV1163.Superseded values are not recommended for survey control.
 DV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1163.See file dsdata.txt to determine how the superseded data were derived.
 DV1163
 DV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC422341(NAD 83)
 DV1163_MARKER: DD = SURVEY DISK
 DV1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1163_SP_SET: BRIDGE
 DV1163_STAMPING: 1219.01 2423+01.3
 DV1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1163
 DV1163  HISTORY     - Date     Condition        Report By
 DV1163  HISTORY     - UNK      MONUMENTED       AZHD
 DV1163  HISTORY     - 1934     GOOD             NGS
 DV1163  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1163
 DV1163                          STATION DESCRIPTION
 DV1163
 DV1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1163'11.3 MI W FROM SALOME.
 DV1163'11.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 4.5 MILES WEST OF
 DV1163'HOPE, AT STATION 2423+01.3, AT A CONCRETE BRIDGE, AND IN THE CENTER OF
 DV1163'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1163'DISK, STAMPED 1219.01 2423+01.3.
 DV1163
 DV1163                          STATION RECOVERY (1981)
 DV1163
 DV1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1163'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1163'WHEN THE HIGHWAY WAS WIDENED AND REBULIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0588 ***********************************************************************
 ER0588  DESIGNATION -  122 DOR
 ER0588  PID         -  ER0588
 ER0588  STATE/COUNTY-  AZ/APACHE
 ER0588  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0588
 ER0588                         *CURRENT SURVEY CONTROL
 ER0588  ___________________________________________________________________
 ER0588* NAD 83(1986)-  34 41 16.     (N)    109 18 53.     (W)     SCALED    
 ER0588* NAVD 88     -      1721.826  (meters)    5649.02   (feet)  ADJUSTED  
 ER0588  ___________________________________________________________________
 ER0588  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0588  DYNAMIC HT  -        1719.364 (meters)    5640.95  (feet)  COMP
 ER0588  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 ER0588
 ER0588  VERT ORDER  -  SECOND    CLASS II
 ER0588
 ER0588.The horizontal coordinates were scaled from a topographic map and have
 ER0588.an estimated accuracy of +/- 6 seconds.
 ER0588
 ER0588.The orthometric height was determined by differential leveling
 ER0588.and adjusted by the National Geodetic Survey in June 1991..
 ER0588
 ER0588.The geoid height was determined by GEOID03.
 ER0588
 ER0588.The dynamic height is computed by dividing the NAVD 88
 ER0588.geopotential number by the normal gravity value computed on the
 ER0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0588.degrees latitude (g = 980.6199 gals.).
 ER0588
 ER0588.The modeled gravity was interpolated from observed gravity values.
 ER0588
 ER0588;                    North         East    Units  Estimated Accuracy
 ER0588;SPC AZ E     -   409,270.      291,420.      MT  (+/- 180 meters Scaled)
 ER0588
 ER0588                          SUPERSEDED SURVEY CONTROL
 ER0588
 ER0588  NGVD 29 (??/??/92) 1720.97   (m)         5646.2    (f) COMPUTED    2 2
 ER0588
 ER0588.Superseded values are not recommended for survey control.
 ER0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0588.See file dsdata.txt to determine how the superseded data were derived.
 ER0588
 ER0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD543397(NAD 83)
 ER0588_MARKER: DB = BENCH MARK DISK
 ER0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0588_SP_SET: CONCRETE POST
 ER0588_STAMPING: 122 DOR 1972 5646
 ER0588_MARK LOGO: USGS  
 ER0588_PROJECTION: PROJECTING 28 CENTIMETERS
 ER0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0588+STABILITY: SURFACE MOTION
 ER0588
 ER0588  HISTORY     - Date     Condition        Report By
 ER0588  HISTORY     - 1972     MONUMENTED       USGS
 ER0588
 ER0588                          STATION DESCRIPTION
 ER0588
 ER0588'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0588'23.7 KM (14.70 MI) NE FROM ST JOHNS.
 ER0588'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0588'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0588'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0588'A FENCE CORNER, 210 FEET SOUTH OF A USBLM CADASTRAL SURVEY BRASS CAP
 ER0588'STAMPED T15N R28E R29E S24 S19 S25 S30 1963, AND 7 FEET SOUTHWEST OF
 ER0588'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0469 ***********************************************************************
 GQ0469  DESIGNATION -  122 DOR
 GQ0469  PID         -  GQ0469
 GQ0469  STATE/COUNTY-  AZ/MOHAVE
 GQ0469  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0469
 GQ0469                         *CURRENT SURVEY CONTROL
 GQ0469  ___________________________________________________________________
 GQ0469* NAD 83(1986)-  36 33 00.     (N)    113 23 27.     (W)     SCALED    
 GQ0469* NAVD 88     -      1552.322  (meters)    5092.91   (feet)  POSTED    
 GQ0469  ___________________________________________________________________
 GQ0469  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 GQ0469  DYNAMIC HT  -        1550.500 (meters)    5086.93  (feet)  COMP
 GQ0469  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 GQ0469
 GQ0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0469
 GQ0469.The horizontal coordinates were scaled from a topographic map and have
 GQ0469.an estimated accuracy of +/- 6 seconds.
 GQ0469
 GQ0469.The orthometric height was determined by differential leveling
 GQ0469.and adjusted by the National Geodetic Survey in 1992..
 GQ0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0469.rate of 0.0 thru 1.0 mm/km.
 GQ0469
 GQ0469.The geoid height was determined by GEOID03.
 GQ0469
 GQ0469.The dynamic height is computed by dividing the NAVD 88
 GQ0469.geopotential number by the normal gravity value computed on the
 GQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0469.degrees latitude (g = 980.6199 gals.).
 GQ0469
 GQ0469.The modeled gravity was interpolated from observed gravity values.
 GQ0469
 GQ0469;                    North         East    Units  Estimated Accuracy
 GQ0469;SPC AZ W     -   615,620.      245,520.      MT  (+/- 180 meters Scaled)
 GQ0469
 GQ0469                          SUPERSEDED SURVEY CONTROL
 GQ0469
 GQ0469.No superseded survey control is available for this station.
 GQ0469
 GQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF860476(NAD 83)
 GQ0469_MARKER: DB = BENCH MARK DISK
 GQ0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0469_SP_SET: COPPER-CLAD STEEL ROD
 GQ0469_STAMPING: 122 DOR 1970 5090
 GQ0469_MARK LOGO: USGS  
 GQ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0469
 GQ0469  HISTORY     - Date     Condition        Report By
 GQ0469  HISTORY     - 1970     MONUMENTED       USGS
 GQ0469
 GQ0469                          STATION DESCRIPTION
 GQ0469
 GQ0469'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0469'73.4 KM (45.60 MI) SSW FROM ST GEORGE UT.
 GQ0469'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0469'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0469'ROAD TO THE ARIZONA STATE LINE, CONTINUE 38.9 MILES SOUTH ALONG MT.
 GQ0469'TRUMBLE ROAD TO AN OLD STONE BUILDING RUIN, 0.3 MILES NORTH OF A
 GQ0469'CATTLEGUARD, 60 FEET NORTH OF THE RUINS, 60 FEET WEST OF THE ROAD.
 GQ0469'ROD DEPTH UNKNOWN.
 GQ0469'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0469'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0691 ***********************************************************************
 GP0691  DESIGNATION -  122 DOR
 GP0691  PID         -  GP0691
 GP0691  STATE/COUNTY-  AZ/NAVAJO
 GP0691  USGS QUAD   -  SHONTO NW (1980)
 GP0691
 GP0691                         *CURRENT SURVEY CONTROL
 GP0691  ___________________________________________________________________
 GP0691* NAD 83(1986)-  36 44 03.     (N)    110 40 24.     (W)     SCALED    
 GP0691* NAVD 88     -      2065.832  (meters)    6777.65   (feet)  ADJUSTED  
 GP0691  ___________________________________________________________________
 GP0691  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GP0691  DYNAMIC HT  -        2063.197 (meters)    6769.01  (feet)  COMP
 GP0691  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 GP0691
 GP0691  VERT ORDER  -  SECOND    CLASS 0
 GP0691
 GP0691.The horizontal coordinates were scaled from a topographic map and have
 GP0691.an estimated accuracy of +/- 6 seconds.
 GP0691
 GP0691.The orthometric height was determined by differential leveling
 GP0691.and adjusted by the National Geodetic Survey in June 1991..
 GP0691
 GP0691.The geoid height was determined by GEOID03.
 GP0691
 GP0691.The dynamic height is computed by dividing the NAVD 88
 GP0691.geopotential number by the normal gravity value computed on the
 GP0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0691.degrees latitude (g = 980.6199 gals.).
 GP0691
 GP0691.The modeled gravity was interpolated from observed gravity values.
 GP0691
 GP0691;                    North         East    Units  Estimated Accuracy
 GP0691;SPC AZ E     -   636,090.      168,110.      MT  (+/- 180 meters Scaled)
 GP0691
 GP0691                          SUPERSEDED SURVEY CONTROL
 GP0691
 GP0691.No superseded survey control is available for this station.
 GP0691
 GP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF291654(NAD 83)
 GP0691_MARKER: DB = BENCH MARK DISK
 GP0691_SETTING: 66 = SET IN ROCK OUTCROP
 GP0691_SP_SET: ROCK OUTCROP
 GP0691_STAMPING: 122 DOR 1969 6774
 GP0691_MARK LOGO: USGS  
 GP0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0691+STABILITY: POSITION/ELEVATION WELL
 GP0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0691+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0691
 GP0691  HISTORY     - Date     Condition        Report By
 GP0691  HISTORY     - 1969     MONUMENTED       USGS
 GP0691
 GP0691                          STATION DESCRIPTION
 GP0691
 GP0691'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0691'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0691'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0691'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0691'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 12.7 MILES NORTHWEST
 GP0691'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 25 FEET EAST AND 1
 GP0691'FOOT LOWER THAN THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A
 GP0691'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0465 ***********************************************************************
 CY0465  DESIGNATION -  1220+
 CY0465  PID         -  CY0465
 CY0465  STATE/COUNTY-  AZ/COCHISE
 CY0465  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0465
 CY0465                         *CURRENT SURVEY CONTROL
 CY0465  ___________________________________________________________________
 CY0465* NAD 83(1986)-  32 09 07.     (N)    109 59 19.     (W)     SCALED    
 CY0465* NAVD 88     -      1342.618  (meters)    4404.91   (feet)  ADJUSTED  
 CY0465  ___________________________________________________________________
 CY0465  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0465  DYNAMIC HT  -        1340.593 (meters)    4398.26  (feet)  COMP
 CY0465  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 CY0465
 CY0465  VERT ORDER  -  FIRST     CLASS II
 CY0465
 CY0465.The horizontal coordinates were scaled from a topographic map and have
 CY0465.an estimated accuracy of +/- 6 seconds.
 CY0465
 CY0465.The orthometric height was determined by differential leveling
 CY0465.and adjusted by the National Geodetic Survey in June 1991..
 CY0465
 CY0465.The geoid height was determined by GEOID03.
 CY0465
 CY0465.The dynamic height is computed by dividing the NAVD 88
 CY0465.geopotential number by the normal gravity value computed on the
 CY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0465.degrees latitude (g = 980.6199 gals.).
 CY0465
 CY0465.The modeled gravity was interpolated from observed gravity values.
 CY0465
 CY0465;                    North         East    Units  Estimated Accuracy
 CY0465;SPC AZ E     -   127,730.      230,160.      MT  (+/- 180 meters Scaled)
 CY0465
 CY0465                          SUPERSEDED SURVEY CONTROL
 CY0465
 CY0465  NGVD 29 (??/??/92) 1341.773  (m)         4402.13   (f) ADJ UNCH    1 2
 CY0465
 CY0465.Superseded values are not recommended for survey control.
 CY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0465.See file dsdata.txt to determine how the superseded data were derived.
 CY0465
 CY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA953577(NAD 83)
 CY0465_MARKER: DD = SURVEY DISK
 CY0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0465_SP_SET: CULVERT
 CY0465_STAMPING: 1220+4402.97 1958
 CY0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0465
 CY0465  HISTORY     - Date     Condition        Report By
 CY0465  HISTORY     - 1958     MONUMENTED       AZHD
 CY0465  HISTORY     - 1960     GOOD             NGS
 CY0465  HISTORY     - 1979     GOOD             NGS
 CY0465
 CY0465                          STATION DESCRIPTION
 CY0465
 CY0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0465'12.1 MI SW FROM WILLCOX.
 CY0465'12.1 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX ON STATE HIGHWAY 86
 CY0465'AND INTERSTATE HIGHWAY 10, 0.55 MILE SOUTHWEST OF MILEPOST 317, 11
 CY0465'FEET SOUTH OF GUARD RAIL, 4 FEET LOWER THAN HIGHWAY, 35 FEET SOUTH OF
 CY0465'CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE SOUTHEAST
 CY0465'HEADWALL.
 CY0465
 CY0465                          STATION RECOVERY (1979)
 CY0465
 CY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0465'39.3 KILOMETERS (24.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0465'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 7-CHANNEL BOX
 CY0465'CULVERT, IN TOP OF THE SOUTHEAST HEADWALL, 10.6 METERS (35 FEET)
 CY0465'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES AND 15.6 METERS
 CY0465'(51.4 FEET) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 CY0465'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0253 ***********************************************************************
 DV0253  DESIGNATION -  1221.10
 DV0253  PID         -  DV0253
 DV0253  STATE/COUNTY-  AZ/MARICOPA
 DV0253  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0253
 DV0253                         *CURRENT SURVEY CONTROL
 DV0253  ___________________________________________________________________
 DV0253* NAD 83(1986)-  33 38 47.     (N)    112 21 36.     (W)     SCALED    
 DV0253* NAVD 88     -       372.46   (+/-2cm)    1222.0    (feet)  VERTCON   
 DV0253  ___________________________________________________________________
 DV0253  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0253
 DV0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0253
 DV0253.The horizontal coordinates were scaled from a topographic map and have
 DV0253.an estimated accuracy of +/- 6 seconds.
 DV0253
 DV0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0253.The vertical order pertains to the NGVD 29 superseded value.
 DV0253
 DV0253.The geoid height was determined by GEOID03.
 DV0253
 DV0253;                    North         East    Units  Estimated Accuracy
 DV0253;SPC AZ C     -   293,520.      172,240.      MT  (+/- 180 meters Scaled)
 DV0253
 DV0253                          SUPERSEDED SURVEY CONTROL
 DV0253
 DV0253  NGVD 29 (??/??/92)  371.894  (m)         1220.12   (f) ADJ UNCH    2 0
 DV0253
 DV0253.Superseded values are not recommended for survey control.
 DV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0253.See file dsdata.txt to determine how the superseded data were derived.
 DV0253
 DV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738237(NAD 83)
 DV0253_MARKER: DD = SURVEY DISK
 DV0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0253_SP_SET: HEADWALL
 DV0253_STAMPING: 1221.10
 DV0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0253
 DV0253  HISTORY     - Date     Condition        Report By
 DV0253  HISTORY     - UNK      MONUMENTED       AZHD
 DV0253  HISTORY     - 1948     GOOD             NGS
 DV0253
 DV0253                          STATION DESCRIPTION
 DV0253
 DV0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0253'2.0 MI SE FROM BEARDSLEY.
 DV0253'ABOUT 2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0253'RAILROAD FROM THE STATION AT BEARDSLEY, AT THE JUNCTION OF AN ASPHALT
 DV0253'ROAD LEADING SOUTH TO LITCHFIELD PARK, 243.0 FEET NORTHWEST OF THE
 DV0253'CENTER LINE OF THE ASPHALT ROAD, 22.3 FEET NORTHEAST OF THE CENTER
 DV0253'LINE OF U. S. HIGHWAY NO. 60 AND 70, SET IN THE TOP AND IN THE CENTER
 DV0253'OF A 9-FEET LONG CONCRETE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0739 ***********************************************************************
 DU0739  DESIGNATION -  1224.00
 DU0739  PID         -  DU0739
 DU0739  STATE/COUNTY-  AZ/PINAL
 DU0739  USGS QUAD   -  GILA BUTTE (1981)
 DU0739
 DU0739                         *CURRENT SURVEY CONTROL
 DU0739  ___________________________________________________________________
 DU0739* NAD 83(1986)-  33 11 39.     (N)    111 49 17.     (W)     SCALED    
 DU0739* NAVD 88     -       373.25   (+/-2cm)    1224.6    (feet)  VERTCON   
 DU0739  ___________________________________________________________________
 DU0739  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0739
 DU0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0739
 DU0739.The horizontal coordinates were scaled from a topographic map and have
 DU0739.an estimated accuracy of +/- 6 seconds.
 DU0739
 DU0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0739.The vertical order pertains to the NGVD 29 superseded value.
 DU0739
 DU0739.The geoid height was determined by GEOID03.
 DU0739
 DU0739;                    North         East    Units  Estimated Accuracy
 DU0739;SPC AZ C     -   243,290.      222,240.      MT  (+/- 180 meters Scaled)
 DU0739
 DU0739                          SUPERSEDED SURVEY CONTROL
 DU0739
 DU0739  NGVD 29 (??/??/92)  372.762  (m)         1222.97   (f) ADJ UNCH    2 0
 DU0739
 DU0739.Superseded values are not recommended for survey control.
 DU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0739.See file dsdata.txt to determine how the superseded data were derived.
 DU0739
 DU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB234731(NAD 83)
 DU0739_MARKER: DD = SURVEY DISK
 DU0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0739_SP_SET: BRIDGE
 DU0739_STAMPING: 1224.00 314+61.9 32
 DU0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0739
 DU0739  HISTORY     - Date     Condition        Report By
 DU0739  HISTORY     - UNK      MONUMENTED       AZHD
 DU0739  HISTORY     - 1948     GOOD             NGS
 DU0739  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0739
 DU0739                          STATION DESCRIPTION
 DU0739
 DU0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0739'7.8 MI S FROM CHANDLER.
 DU0739'7.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0739'STATION AT CHANDLER, 210 FEET SOUTH OF MILE POST 937, 83.6 FEET WEST
 DU0739'OF THE CENTER LINE OF THE TRACK, 16.2 FEET EAST OF THE CENTER LINE OF
 DU0739'STATE ROUTE 87, 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 DU0739'TOP AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE
 DU0739'HIGHWAY OVER A WIDE WASH AND WEST OF RAILROAD BRIDGE NO. 937.19.
 DU0739
 DU0739                          STATION RECOVERY (2006)
 DU0739
 DU0739'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0739'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1050 ***********************************************************************
 DU1050  DESIGNATION -  1226
 DU1050  PID         -  DU1050
 DU1050  STATE/COUNTY-  AZ/PINAL
 DU1050  USGS QUAD   -  SACATON BUTTE (1967)
 DU1050
 DU1050                         *CURRENT SURVEY CONTROL
 DU1050  ___________________________________________________________________
 DU1050* NAD 83(1986)-  33 00 29.     (N)    111 58 11.     (W)     SCALED    
 DU1050* NAVD 88     -       373.148  (meters)    1224.24   (feet)  ADJUSTED  
 DU1050  ___________________________________________________________________
 DU1050  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DU1050  DYNAMIC HT  -         372.697 (meters)    1222.76  (feet)  COMP
 DU1050  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 DU1050
 DU1050  VERT ORDER  -  FIRST     CLASS II
 DU1050
 DU1050.The horizontal coordinates were scaled from a topographic map and have
 DU1050.an estimated accuracy of +/- 6 seconds.
 DU1050
 DU1050.The orthometric height was determined by differential leveling
 DU1050.and adjusted by the National Geodetic Survey in June 1991..
 DU1050
 DU1050.The geoid height was determined by GEOID03.
 DU1050
 DU1050.The dynamic height is computed by dividing the NAVD 88
 DU1050.geopotential number by the normal gravity value computed on the
 DU1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1050.degrees latitude (g = 980.6199 gals.).
 DU1050
 DU1050.The modeled gravity was interpolated from observed gravity values.
 DU1050
 DU1050;                    North         East    Units  Estimated Accuracy
 DU1050;SPC AZ C     -   222,650.      208,400.      MT  (+/- 180 meters Scaled)
 DU1050
 DU1050                          SUPERSEDED SURVEY CONTROL
 DU1050
 DU1050  NGVD 29 (??/??/92)  373.255  (m)         1224.59   (f) ADJ UNCH    1 2
 DU1050
 DU1050.Superseded values are not recommended for survey control.
 DU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1050.See file dsdata.txt to determine how the superseded data were derived.
 DU1050
 DU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB094525(NAD 83)
 DU1050_MARKER: P = PIPE CAP
 DU1050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1050
 DU1050  HISTORY     - Date     Condition        Report By
 DU1050  HISTORY     - UNK      MONUMENTED       USGS
 DU1050  HISTORY     - 1967     GOOD             NGS
 DU1050  HISTORY     - 1980     GOOD             NGS
 DU1050  HISTORY     - 1980     GOOD             NGS
 DU1050
 DU1050                          STATION DESCRIPTION
 DU1050
 DU1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1050'5.9 MI SE FROM MARICOPA.
 DU1050'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DU1050'MARICOPA, THENCE 5.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1050'RAILROAD, IN S 8, T 5 S, R 4 E, 0.1 MILE NORTHWEST OF RAILROAD BRIDGE
 DU1050'NUMBER 903.48, 26 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 DU1050'TRACK, 73 FEET SOUTHWEST OF A FENCE, 104 FEET SOUTHWEST OF THE CENTER
 DU1050'LINE OF A PAVED ROAD, 2.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 DU1050'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, A U. S. GEOLOGICAL SURVEY
 DU1050'CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE
 DU1050'GROUND.
 DU1050
 DU1050                          STATION RECOVERY (1980)
 DU1050
 DU1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1050'RECOVERED IN GOOD CONDITION.
 DU1050
 DU1050                          STATION RECOVERY (1980)
 DU1050
 DU1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0740 ***********************************************************************
 DU0740  DESIGNATION -  1226.36
 DU0740  PID         -  DU0740
 DU0740  STATE/COUNTY-  AZ/PINAL
 DU0740  USGS QUAD   -  GILA BUTTE (1981)
 DU0740
 DU0740                         *CURRENT SURVEY CONTROL
 DU0740  ___________________________________________________________________
 DU0740* NAD 83(1986)-  33 11 25.     (N)    111 49 01.     (W)     SCALED    
 DU0740* NAVD 88     -       373.97   (+/-2cm)    1226.9    (feet)  VERTCON   
 DU0740  ___________________________________________________________________
 DU0740  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0740
 DU0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0740
 DU0740.The horizontal coordinates were scaled from a topographic map and have
 DU0740.an estimated accuracy of +/- 6 seconds.
 DU0740
 DU0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0740.The vertical order pertains to the NGVD 29 superseded value.
 DU0740
 DU0740.The geoid height was determined by GEOID03.
 DU0740
 DU0740;                    North         East    Units  Estimated Accuracy
 DU0740;SPC AZ C     -   242,860.      222,660.      MT  (+/- 180 meters Scaled)
 DU0740
 DU0740                          SUPERSEDED SURVEY CONTROL
 DU0740
 DU0740  NGVD 29 (??/??/92)  373.484  (m)         1225.34   (f) ADJ UNCH    2 0
 DU0740
 DU0740.Superseded values are not recommended for survey control.
 DU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0740.See file dsdata.txt to determine how the superseded data were derived.
 DU0740
 DU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB238726(NAD 83)
 DU0740_MARKER: DD = SURVEY DISK
 DU0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0740_SP_SET: BRIDGE
 DU0740_STAMPING: 1226.36 295+04.4 32
 DU0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0740
 DU0740  HISTORY     - Date     Condition        Report By
 DU0740  HISTORY     - UNK      MONUMENTED       AZHD
 DU0740  HISTORY     - 1948     GOOD             NGS
 DU0740  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0740
 DU0740                          STATION DESCRIPTION
 DU0740
 DU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0740'8.2 MI S FROM CHANDLER.
 DU0740'8.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0740'STATION AT CHANDLER, 95.0 FEET SOUTHWEST OF SIGNAL BLOCK NO. 9374,
 DU0740'83.7 FEET WEST OF RAILROAD BRIDGE NO. 937.44, 16.8 FEET EAST OF THE
 DU0740'CENTER LINE OF STATE ROUTE 87, 1.0 FOOT ABOVE THE LEVEL OF THE
 DU0740'HIGHWAY, SET IN THE TOP AND IN THE CENTER OF THE EAST CONCRETE
 DU0740'HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A WIDE WASH.
 DU0740
 DU0740                          STATION RECOVERY (2006)
 DU0740
 DU0740'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0740'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1730 ***********************************************************************
 DU1730  DESIGNATION -  1228.53
 DU1730  PID         -  DU1730
 DU1730  STATE/COUNTY-  AZ/MARICOPA
 DU1730  USGS QUAD   -  TEMPE (1982)
 DU1730
 DU1730                         *CURRENT SURVEY CONTROL
 DU1730  ___________________________________________________________________
 DU1730* NAD 83(1986)-  33 27 39.     (N)    111 58 13.     (W)     SCALED    
 DU1730* NAVD 88     -       374.709  (meters)    1229.36   (feet)  ADJUSTED  
 DU1730  ___________________________________________________________________
 DU1730  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1730  DYNAMIC HT  -         374.276 (meters)    1227.94  (feet)  COMP
 DU1730  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DU1730
 DU1730  VERT ORDER  -  SECOND    CLASS I
 DU1730
 DU1730.The horizontal coordinates were scaled from a topographic map and have
 DU1730.an estimated accuracy of +/- 6 seconds.
 DU1730
 DU1730.The orthometric height was determined by differential leveling
 DU1730.and adjusted by the National Geodetic Survey in November 1993..
 DU1730
 DU1730.The geoid height was determined by GEOID03.
 DU1730
 DU1730.The dynamic height is computed by dividing the NAVD 88
 DU1730.geopotential number by the normal gravity value computed on the
 DU1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1730.degrees latitude (g = 980.6199 gals.).
 DU1730
 DU1730.The modeled gravity was interpolated from observed gravity values.
 DU1730
 DU1730;                    North         East    Units  Estimated Accuracy
 DU1730;SPC AZ C     -   272,860.      208,380.      MT  (+/- 180 meters Scaled)
 DU1730
 DU1730                          SUPERSEDED SURVEY CONTROL
 DU1730
 DU1730.No superseded survey control is available for this station.
 DU1730
 DU1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098027(NAD 83)
 DU1730_MARKER: DB = BENCH MARK DISK
 DU1730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1730_SP_SET: CONCRETE HEADWALL
 DU1730_STAMPING: TBM 8 27+26 1228.53
 DU1730_MARK LOGO: AZDT  
 DU1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1730
 DU1730  HISTORY     - Date     Condition        Report By
 DU1730  HISTORY     - UNK      MONUMENTED       AZDT
 DU1730  HISTORY     - 1979     GOOD             AZDT
 DU1730
 DU1730                          STATION DESCRIPTION
 DU1730
 DU1730'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1730'IN PHOENIX.
 DU1730'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1730'MCDOWELL FOR 4.0 MI (6.44 KM) TO 52ND STREET AND THE MARK IN THE
 DU1730'SOUTHEAST CORNER, 30 FT (9.14 METERS) SOUTH OF CENTERLINE OF MCDOWELL
 DU1730'ROAD, 61.0 FT (18.59 EAST OF CENTERLINE OF 52ND STREET, A STANDARD
 DU1730'AZDT BRASS CAP IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0741 ***********************************************************************
 DU0741  DESIGNATION -  1228.85
 DU0741  PID         -  DU0741
 DU0741  STATE/COUNTY-  AZ/PINAL
 DU0741  USGS QUAD   -  GILA BUTTE (1981)
 DU0741
 DU0741                         *CURRENT SURVEY CONTROL
 DU0741  ___________________________________________________________________
 DU0741* NAD 83(1986)-  33 11 08.     (N)    111 48 39.     (W)     SCALED    
 DU0741* NAVD 88     -       374.77   (+/-2cm)    1229.6    (feet)  VERTCON   
 DU0741  ___________________________________________________________________
 DU0741  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0741
 DU0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0741
 DU0741.The horizontal coordinates were scaled from a topographic map and have
 DU0741.an estimated accuracy of +/- 6 seconds.
 DU0741
 DU0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0741.The vertical order pertains to the NGVD 29 superseded value.
 DU0741
 DU0741.The geoid height was determined by GEOID03.
 DU0741
 DU0741;                    North         East    Units  Estimated Accuracy
 DU0741;SPC AZ C     -   242,330.      223,230.      MT  (+/- 180 meters Scaled)
 DU0741
 DU0741                          SUPERSEDED SURVEY CONTROL
 DU0741
 DU0741  NGVD 29 (??/??/92)  374.287  (m)         1227.97   (f) ADJ UNCH    2 0
 DU0741
 DU0741.Superseded values are not recommended for survey control.
 DU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0741.See file dsdata.txt to determine how the superseded data were derived.
 DU0741
 DU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB244721(NAD 83)
 DU0741_MARKER: DD = SURVEY DISK
 DU0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0741_SP_SET: BRIDGE
 DU0741_STAMPING: 1228.85 269+01.7 32
 DU0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0741
 DU0741  HISTORY     - Date     Condition        Report By
 DU0741  HISTORY     - UNK      MONUMENTED       AZHD
 DU0741  HISTORY     - 1948     GOOD             NGS
 DU0741  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0741
 DU0741                          STATION DESCRIPTION
 DU0741
 DU0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0741'8.7 MI S FROM CHANDLER.
 DU0741'8.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0741'STATION AT CHANDLER, 83.9 FEET WEST OF THE CENTER LINE OF THE TRACK,
 DU0741'16.8 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87, 1.0 FOOT ABOVE
 DU0741'THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE EAST
 DU0741'CONCRETE HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A WIDE WASH AND
 DU0741'OPPOSITE RAILROAD BRIDGE NO. 937.94.
 DU0741
 DU0741                          STATION RECOVERY (2006)
 DU0741
 DU0741'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0741'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1297 ***********************************************************************
 DV1297  DESIGNATION -  1229
 DV1297  PID         -  DV1297
 DV1297  STATE/COUNTY-  AZ/MARICOPA
 DV1297  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1297
 DV1297                         *CURRENT SURVEY CONTROL
 DV1297  ___________________________________________________________________
 DV1297* NAD 83(1986)-  33 34 03.     (N)    112 07 00.     (W)     SCALED    
 DV1297* NAVD 88     -       375.075  (meters)    1230.56   (feet)  ADJUSTED  
 DV1297  ___________________________________________________________________
 DV1297  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1297  DYNAMIC HT  -         374.644 (meters)    1229.14  (feet)  COMP
 DV1297  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DV1297
 DV1297  VERT ORDER  -  FIRST     CLASS II
 DV1297
 DV1297.The horizontal coordinates were scaled from a topographic map and have
 DV1297.an estimated accuracy of +/- 6 seconds.
 DV1297
 DV1297.The orthometric height was determined by differential leveling
 DV1297.and adjusted by the National Geodetic Survey in November 1993..
 DV1297
 DV1297.The geoid height was determined by GEOID03.
 DV1297
 DV1297.The dynamic height is computed by dividing the NAVD 88
 DV1297.geopotential number by the normal gravity value computed on the
 DV1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1297.degrees latitude (g = 980.6199 gals.).
 DV1297
 DV1297.The modeled gravity was interpolated from observed gravity values.
 DV1297
 DV1297;                    North         East    Units  Estimated Accuracy
 DV1297;SPC AZ C     -   284,700.      194,790.      MT  (+/- 180 meters Scaled)
 DV1297
 DV1297                          SUPERSEDED SURVEY CONTROL
 DV1297
 DV1297.No superseded survey control is available for this station.
 DV1297
 DV1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963147(NAD 83)
 DV1297_MARKER: DB = BENCH MARK DISK
 DV1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1297_SP_SET: CONCRETE BRIDGE
 DV1297_STAMPING: 1229.50 1973
 DV1297_MARK LOGO: AZDT  
 DV1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1297
 DV1297  HISTORY     - Date     Condition        Report By
 DV1297  HISTORY     - 1973     MONUMENTED       AZDT
 DV1297  HISTORY     - 1981     GOOD             AZDT
 DV1297
 DV1297                          STATION DESCRIPTION
 DV1297
 DV1297'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1297'PHOENIX.
 DV1297'7.0 MI (11.3 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV1297'OF MCDOWELL ROAD IN PHOENIX TO DUNLAP ROAD OVERPASS AND TO THE MARK IN
 DV1297'SIDEWALK ON THE SOUTH SIDE OF THE EASTBOUND, 4.3 FT (1.31 M) NORTH OF
 DV1297'THE SOUTH CONCRETE GUARDWALL, 0.4 FT (0.12 M) SOUTH OF THE NORTH FACE
 DV1297'OF SIDEWALK THAT RUNS EAST-WEST ON THE SOUTH SIDE OF OVERPASS,
 DV1297'89.5 FT (27.28 M) EAST OF THE WEST END OF THE SOUTHWEST DADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0428 ***********************************************************************
 CY0428  DESIGNATION -  123
 CY0428  PID         -  CY0428
 CY0428  STATE/COUNTY-  AZ/COCHISE
 CY0428  USGS QUAD   -  RAILROAD PASS (1979)
 CY0428
 CY0428                         *CURRENT SURVEY CONTROL
 CY0428  ___________________________________________________________________
 CY0428* NAD 83(1986)-  32 20 51.     (N)    109 41 12.     (W)     SCALED    
 CY0428* NAVD 88     -      1281.19   (+/-2cm)    4203.4    (feet)  VERTCON   
 CY0428  ___________________________________________________________________
 CY0428  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0428
 CY0428  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0428
 CY0428.The horizontal coordinates were scaled from a topographic map and have
 CY0428.an estimated accuracy of +/- 6 seconds.
 CY0428
 CY0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0428.The vertical order pertains to the NGVD 29 superseded value.
 CY0428
 CY0428.The geoid height was determined by GEOID03.
 CY0428
 CY0428;                    North         East    Units  Estimated Accuracy
 CY0428;SPC AZ E     -   149,500.      258,540.      MT  (+/- 180 meters Scaled)
 CY0428
 CY0428                          SUPERSEDED SURVEY CONTROL
 CY0428
 CY0428  NGVD 29 (??/??/92) 1280.382  (m)         4200.72   (f) ADJ UNCH    1 2
 CY0428
 CY0428.Superseded values are not recommended for survey control.
 CY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0428.See file dsdata.txt to determine how the superseded data were derived.
 CY0428
 CY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA235797(NAD 83)
 CY0428_MARKER: DD = SURVEY DISK
 CY0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0428_STAMPING: 123 H 1907
 CY0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0428
 CY0428  HISTORY     - Date     Condition        Report By
 CY0428  HISTORY     - 1907     MONUMENTED       USGS
 CY0428  HISTORY     - 1952     GOOD             NGS
 CY0428
 CY0428                          STATION DESCRIPTION
 CY0428
 CY0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0428'11.6 MI NE FROM WILLCOX.
 CY0428'11.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0428'THE STATION AT WILLCOX, 12.0 MILES WEST OF BOWIE, SOUTH OF THE EAST
 CY0428'END OF A SMALL CULVERT, 0.4 MILE EAST OF MILEPOLE 1086, ABOUT 35 YARDS
 CY0428'SOUTHWEST OF RAILROAD CULVERT NUMBER 1086.42, ABOUT 30 YARDS SOUTH OF
 CY0428'THE SOUTH RAIL, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 4
 CY0428'FEET SOUTH OF A FENCE LINE, AND RIVETED ON TOP OF A 3 1/2 INCH IRON
 CY0428'PIPE INCASED IN CONCRETE PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0589 ***********************************************************************
 ER0589  DESIGNATION -  123 DOR
 ER0589  PID         -  ER0589
 ER0589  STATE/COUNTY-  AZ/APACHE
 ER0589  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0589
 ER0589                         *CURRENT SURVEY CONTROL
 ER0589  ___________________________________________________________________
 ER0589* NAD 83(1986)-  34 40 26.     (N)    109 18 16.     (W)     SCALED    
 ER0589* NAVD 88     -      1737.902  (meters)    5701.77   (feet)  ADJUSTED  
 ER0589  ___________________________________________________________________
 ER0589  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0589  DYNAMIC HT  -        1735.412 (meters)    5693.60  (feet)  COMP
 ER0589  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 ER0589
 ER0589  VERT ORDER  -  SECOND    CLASS II
 ER0589
 ER0589.The horizontal coordinates were scaled from a topographic map and have
 ER0589.an estimated accuracy of +/- 6 seconds.
 ER0589
 ER0589.The orthometric height was determined by differential leveling
 ER0589.and adjusted by the National Geodetic Survey in June 1991..
 ER0589
 ER0589.The geoid height was determined by GEOID03.
 ER0589
 ER0589.The dynamic height is computed by dividing the NAVD 88
 ER0589.geopotential number by the normal gravity value computed on the
 ER0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0589.degrees latitude (g = 980.6199 gals.).
 ER0589
 ER0589.The modeled gravity was interpolated from observed gravity values.
 ER0589
 ER0589;                    North         East    Units  Estimated Accuracy
 ER0589;SPC AZ E     -   407,740.      292,380.      MT  (+/- 180 meters Scaled)
 ER0589
 ER0589                          SUPERSEDED SURVEY CONTROL
 ER0589
 ER0589  NGVD 29 (??/??/92) 1737.04   (m)         5698.9    (f) COMPUTED    2 2
 ER0589
 ER0589.Superseded values are not recommended for survey control.
 ER0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0589.See file dsdata.txt to determine how the superseded data were derived.
 ER0589
 ER0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD553381(NAD 83)
 ER0589_MARKER: DB = BENCH MARK DISK
 ER0589_SETTING: 66 = SET IN ROCK OUTCROP
 ER0589_SP_SET: SANDSTONE KNOB
 ER0589_STAMPING: 123 DOR 1972 5699
 ER0589_MARK LOGO: USGS  
 ER0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0589+STABILITY: POSITION/ELEVATION WELL
 ER0589
 ER0589  HISTORY     - Date     Condition        Report By
 ER0589  HISTORY     - 1972     MONUMENTED       USGS
 ER0589
 ER0589                          STATION DESCRIPTION
 ER0589
 ER0589'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0589'21.6 KM (13.40 MI) NE FROM ST JOHNS.
 ER0589'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0589'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.0 MILES
 ER0589'NORTHWEST, 0.8 MILES WEST OF HIGHWAY 666, 0.6 MILES SOUTHEAST OF A
 ER0589'WINDMILL, 60 FEET NORTHEAST OF THE ROAD, 8 FEET WEST OF THE HIGHEST
 ER0589'SANDSTONE KNOB, IN THE TOP OF A SANDSTONE KNOB PROJECTING 2 FEET
 ER0589'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0692 ***********************************************************************
 GP0692  DESIGNATION -  123 DOR
 GP0692  PID         -  GP0692
 GP0692  STATE/COUNTY-  AZ/NAVAJO
 GP0692  USGS QUAD   -  SHONTO NW (1980)
 GP0692
 GP0692                         *CURRENT SURVEY CONTROL
 GP0692  ___________________________________________________________________
 GP0692* NAD 83(1986)-  36 44 15.     (N)    110 39 44.     (W)     SCALED    
 GP0692* NAVD 88     -      2087.976  (meters)    6850.30   (feet)  ADJUSTED  
 GP0692  ___________________________________________________________________
 GP0692  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GP0692  DYNAMIC HT  -        2085.317 (meters)    6841.58  (feet)  COMP
 GP0692  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 GP0692
 GP0692  VERT ORDER  -  SECOND    CLASS 0
 GP0692
 GP0692.The horizontal coordinates were scaled from a topographic map and have
 GP0692.an estimated accuracy of +/- 6 seconds.
 GP0692
 GP0692.The orthometric height was determined by differential leveling
 GP0692.and adjusted by the National Geodetic Survey in June 1991..
 GP0692
 GP0692.The geoid height was determined by GEOID03.
 GP0692
 GP0692.The dynamic height is computed by dividing the NAVD 88
 GP0692.geopotential number by the normal gravity value computed on the
 GP0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0692.degrees latitude (g = 980.6199 gals.).
 GP0692
 GP0692.The modeled gravity was interpolated from observed gravity values.
 GP0692
 GP0692;                    North         East    Units  Estimated Accuracy
 GP0692;SPC AZ E     -   636,460.      169,100.      MT  (+/- 180 meters Scaled)
 GP0692
 GP0692                          SUPERSEDED SURVEY CONTROL
 GP0692
 GP0692.No superseded survey control is available for this station.
 GP0692
 GP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF301658(NAD 83)
 GP0692_MARKER: DB = BENCH MARK DISK
 GP0692_SETTING: 66 = SET IN ROCK OUTCROP
 GP0692_SP_SET: ROCK OUTCROP
 GP0692_STAMPING: 123 DOR 1969 6847
 GP0692_MARK LOGO: USGS  
 GP0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0692+STABILITY: POSITION/ELEVATION WELL
 GP0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0692+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0692
 GP0692  HISTORY     - Date     Condition        Report By
 GP0692  HISTORY     - 1969     MONUMENTED       USGS
 GP0692
 GP0692                          STATION DESCRIPTION
 GP0692
 GP0692'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0692'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0692'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0692'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0692'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 11.8 MILES NORTHWEST
 GP0692'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 42 FEET NORTHWEST
 GP0692'AND 1 FOOT HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, IN A
 GP0692'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0032 ***********************************************************************
 DV0032  DESIGNATION -  1234.73
 DV0032  PID         -  DV0032
 DV0032  STATE/COUNTY-  AZ/MARICOPA
 DV0032  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0032
 DV0032                         *CURRENT SURVEY CONTROL
 DV0032  ___________________________________________________________________
 DV0032* NAD 83(1986)-  33 34 17.     (N)    112 05 59.     (W)     SCALED    
 DV0032* NAVD 88     -       376.85   (+/-2cm)    1236.4    (feet)  VERTCON   
 DV0032  ___________________________________________________________________
 DV0032  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0032
 DV0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0032
 DV0032.The horizontal coordinates were scaled from a topographic map and have
 DV0032.an estimated accuracy of +/- 6 seconds.
 DV0032
 DV0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0032.The vertical order pertains to the NGVD 29 superseded value.
 DV0032
 DV0032.The geoid height was determined by GEOID03.
 DV0032
 DV0032;                    North         East    Units  Estimated Accuracy
 DV0032;SPC AZ C     -   285,130.      196,370.      MT  (+/- 180 meters Scaled)
 DV0032
 DV0032                          SUPERSEDED SURVEY CONTROL
 DV0032
 DV0032  NGVD 29 (??/??/92)  376.315  (m)         1234.63   (f) ADJ UNCH    1 2
 DV0032
 DV0032.Superseded values are not recommended for survey control.
 DV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0032.See file dsdata.txt to determine how the superseded data were derived.
 DV0032
 DV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979151(NAD 83)
 DV0032_MARKER: DD = SURVEY DISK
 DV0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0032_SP_SET: BRIDGE
 DV0032_STAMPING: 1234.73 MCED 1959
 DV0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0032
 DV0032  HISTORY     - Date     Condition        Report By
 DV0032  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0032  HISTORY     - 1967     GOOD             NGS
 DV0032  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0032  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0032
 DV0032                          STATION DESCRIPTION
 DV0032
 DV0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0032'2.95 MI W FROM SUNNYSLOPE.
 DV0032'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0032'SUNNYSLOPE, THENCE 2.35 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0032'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 25, T 3 N, R
 DV0032'3 E, 62 FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG THE CANAL, 36
 DV0032'FEET WEST OF THE CENTER LINE OF NORTH 19TH AVENUE, A MARICOPA COUNTY
 DV0032'ENGINEERING DEPARTMENT BENCH MARK DISK SET IN THE TOP AND 3.2 FEET
 DV0032'SOUTH OF THE NORTH END OF THE CONCRETE WALKWAY OF THE NORTH 19TH
 DV0032'AVENUE BRIDGE OVER THE ARIZONA CANAL 67 FEET SOUTH OF THE EXTENDED
 DV0032'CENTER LINE OF WEST HATCHER ROAD, 2.0 FEET EAST OF THE WEST CONCRETE
 DV0032'BANNISTER OF THE BRIDGE, AND ABOUT 12 INCHES ABOVE THE LEVEL OF THE
 DV0032'AVENUE.
 DV0032
 DV0032                          STATION RECOVERY (1981)
 DV0032
 DV0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0032'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW BRIDGE.
 DV0032
 DV0032                          STATION RECOVERY (1995)
 DV0032
 DV0032'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0785 ***********************************************************************
 DU0785  DESIGNATION -  1235
 DU0785  PID         -  DU0785
 DU0785  STATE/COUNTY-  AZ/MARICOPA
 DU0785  USGS QUAD   -  MESA (1982)
 DU0785
 DU0785                         *CURRENT SURVEY CONTROL
 DU0785  ___________________________________________________________________
 DU0785* NAD 83(1986)-  33 25 18.     (N)    111 51 24.     (W)     SCALED    
 DU0785* NAVD 88     -       376.92   (+/-2cm)    1236.6    (feet)  VERTCON   
 DU0785  ___________________________________________________________________
 DU0785  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0785
 DU0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0785
 DU0785.The horizontal coordinates were scaled from a topographic map and have
 DU0785.an estimated accuracy of +/- 6 seconds.
 DU0785
 DU0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0785.The vertical order pertains to the NGVD 29 superseded value.
 DU0785
 DU0785.The geoid height was determined by GEOID03.
 DU0785
 DU0785;                    North         East    Units  Estimated Accuracy
 DU0785;SPC AZ C     -   268,520.      218,940.      MT  (+/- 180 meters Scaled)
 DU0785
 DU0785                          SUPERSEDED SURVEY CONTROL
 DU0785
 DU0785  NGVD 29 (??/??/92)  376.346  (m)         1234.73   (f) ADJ UNCH    2 0
 DU0785
 DU0785.Superseded values are not recommended for survey control.
 DU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0785.See file dsdata.txt to determine how the superseded data were derived.
 DU0785
 DU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB203983(NAD 83)
 DU0785_MARKER: P = PIPE CAP
 DU0785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0785
 DU0785  HISTORY     - Date     Condition        Report By
 DU0785  HISTORY     - UNK      MONUMENTED       USGS
 DU0785  HISTORY     - 1933     GOOD             NGS
 DU0785  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0785
 DU0785                          STATION DESCRIPTION
 DU0785
 DU0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0785'1.5 MI NW FROM MESA.
 DU0785'IRON POST, NEAR S.P. RIGHT OF WAY, 0.5 MILES NORTH OF PAVED HIGHWAY,
 DU0785'AT NORTHEAST CORNER OF CROSSROADS, 30 FEET NORTH OF RAILROAD
 DU0785'CENTER-LINE.
 DU0785
 DU0785                          STATION RECOVERY (2005)
 DU0785
 DU0785'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0785'THIS AREA OF MESA HAS CHANGED DRAMATICALLY SINCE 1933. THE SCALED
 DU0785'COORDINATES POINT TO THE INTERSECTION OF ALMA SCHOOL ROAD AND
 DU0785'UNIVERSITY DRIVE. THE CLOSEST RAILROAD TRACKS ARE 1.5 MILES SOUTH OF
 DU0785'THE SCALED COORDINATES, AND NO MARK WAS IDENTIFIED 30 FEET NORTH OF
 DU0785'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0036 ***********************************************************************
 DV0036  DESIGNATION -  1235.86
 DV0036  PID         -  DV0036
 DV0036  STATE/COUNTY-  AZ/MARICOPA
 DV0036  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0036
 DV0036                         *CURRENT SURVEY CONTROL
 DV0036  ___________________________________________________________________
 DV0036* NAD 83(1986)-  33 34 16.     (N)    112 07 00.     (W)     SCALED    
 DV0036* NAVD 88     -       376.853  (meters)    1236.39   (feet)  ADJUSTED  
 DV0036  ___________________________________________________________________
 DV0036  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0036  DYNAMIC HT  -         376.419 (meters)    1234.97  (feet)  COMP
 DV0036  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV0036
 DV0036  VERT ORDER  -  FIRST     CLASS II
 DV0036
 DV0036.The horizontal coordinates were scaled from a topographic map and have
 DV0036.an estimated accuracy of +/- 6 seconds.
 DV0036
 DV0036.The orthometric height was determined by differential leveling
 DV0036.and adjusted by the National Geodetic Survey in June 1991..
 DV0036
 DV0036.The geoid height was determined by GEOID03.
 DV0036
 DV0036.The dynamic height is computed by dividing the NAVD 88
 DV0036.geopotential number by the normal gravity value computed on the
 DV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0036.degrees latitude (g = 980.6199 gals.).
 DV0036
 DV0036.The modeled gravity was interpolated from observed gravity values.
 DV0036
 DV0036;                    North         East    Units  Estimated Accuracy
 DV0036;SPC AZ C     -   285,110.      194,790.      MT  (+/- 180 meters Scaled)
 DV0036
 DV0036                          SUPERSEDED SURVEY CONTROL
 DV0036
 DV0036  NGVD 29 (??/??/92)  376.331  (m)         1234.68   (f) ADJ UNCH    1 2
 DV0036
 DV0036.Superseded values are not recommended for survey control.
 DV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0036.See file dsdata.txt to determine how the superseded data were derived.
 DV0036
 DV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963151(NAD 83)
 DV0036_MARKER: DD = SURVEY DISK
 DV0036_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV0036_STAMPING: 1235.86 390+40.5 1947
 DV0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0036
 DV0036  HISTORY     - Date     Condition        Report By
 DV0036  HISTORY     - 1947     MONUMENTED       AZHD
 DV0036  HISTORY     - 1967     GOOD             NGS
 DV0036  HISTORY     - 1981     GOOD             NGS
 DV0036  HISTORY     - 1981     GOOD             AZDT
 DV0036  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0036
 DV0036                          STATION DESCRIPTION
 DV0036
 DV0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0036'3.95 MI W FROM SUNNYSLOPE.
 DV0036'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0036'SUNNYSLOPE, THENCE 3.35 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0036'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 26, T 3 N, R
 DV0036'3 E, AT THE INTERSECTION OF THE DIRT ROAD AND A SERVICE ROAD ON THE
 DV0036'EAST SIDE OF THE BLACK CANYON HIGHWAY WHICH IS ALSO INTERSTATE HIGHWAY
 DV0036'17, 36 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DIRT ROAD, 20
 DV0036'FEET WEST OF THE CENTER LINE OF THE SERVICE ROAD, SET IN THE CENTER OF
 DV0036'THE TOP OF THE WEST CONCRETE CURB OF A HIGHWAY BRIDGE OVER THE ARIZONA
 DV0036'CANAL, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE SERVICE ROAD.
 DV0036
 DV0036                          STATION RECOVERY (1981)
 DV0036
 DV0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0036'5.5 KM (3.45 MI) WEST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL FROM
 DV0036'THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT INTERSTATE 17 NORTH
 DV0036'BOUND FRONTAGE ROAD BRIDGE, IN TOP OF THE CENTER OF THE WEST CURB,
 DV0036'11 METERS (36 FT) NORTH OF THE EXTENDED CENTERLINE OF THE SOUTH LEVEE,
 DV0036'6.1 METERS (20 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 DV0036'THE MARK IS 0.1 M ABOVE THE FRONTAGE ROAD.
 DV0036
 DV0036                          STATION RECOVERY (1981)
 DV0036
 DV0036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0036'7.4 MI (11.9 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV0036'OF MCDOWELL ROAD IN PHOENIX TO A CANAL BRIDGE  ON THE NORTHBOUND
 DV0036'FRONTAGE ROAD AND THE MARK.  0.5 FT (0.15 M) EAST OF WEST GUARDRAIL.
 DV0036'20 FT (6.10 M) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.  26 FEET
 DV0036'(7.92 METERS) NORTHWEST OF AN AHD BRASS CAP STAMPED 1235.53 SET IN THE
 DV0036'WEST CURB OF THE ROADWAY.
 DV0036
 DV0036                          STATION RECOVERY (1995)
 DV0036
 DV0036'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0026 ***********************************************************************
 DV0026  DESIGNATION -  1237.40
 DV0026  PID         -  DV0026
 DV0026  STATE/COUNTY-  AZ/MARICOPA
 DV0026  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0026
 DV0026                         *CURRENT SURVEY CONTROL
 DV0026  ___________________________________________________________________
 DV0026* NAD 83(1986)-  33 33 43.     (N)    112 04 25.     (W)     SCALED    
 DV0026* NAVD 88     -       377.73   (+/-2cm)    1239.3    (feet)  VERTCON   
 DV0026  ___________________________________________________________________
 DV0026  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0026
 DV0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0026
 DV0026.The horizontal coordinates were scaled from a topographic map and have
 DV0026.an estimated accuracy of +/- 6 seconds.
 DV0026
 DV0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0026.The vertical order pertains to the NGVD 29 superseded value.
 DV0026
 DV0026.The geoid height was determined by GEOID03.
 DV0026
 DV0026;                    North         East    Units  Estimated Accuracy
 DV0026;SPC AZ C     -   284,080.      198,790.      MT  (+/- 180 meters Scaled)
 DV0026
 DV0026                          SUPERSEDED SURVEY CONTROL
 DV0026
 DV0026  NGVD 29 (??/??/92)  377.175  (m)         1237.45   (f) ADJ UNCH    1 2
 DV0026
 DV0026.Superseded values are not recommended for survey control.
 DV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0026.See file dsdata.txt to determine how the superseded data were derived.
 DV0026
 DV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC003141(NAD 83)
 DV0026_MARKER: DD = SURVEY DISK
 DV0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0026_SP_SET: BRIDGE
 DV0026_STAMPING: 1237.40 1947
 DV0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0026
 DV0026  HISTORY     - Date     Condition        Report By
 DV0026  HISTORY     - 1947     MONUMENTED       AZHD
 DV0026  HISTORY     - 1967     GOOD             NGS
 DV0026  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0026
 DV0026                          STATION DESCRIPTION
 DV0026
 DV0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0026'1.2 MI SW FROM SUNNYSLOPE.
 DV0026'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0026'SUNNYSLOPE, THENCE 0.6 MILE WEST ALONG A DIRT ROAD WHICH PARALLELS THE
 DV0026'SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 32, T 3 N, R 3 E, 22 FEET
 DV0026'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 23 1/2 FEET EAST OF THE
 DV0026'CENTER LINE OF CENTRAL AVENUE, SET IN THE TOP OF THE SOUTHEAST CORNER
 DV0026'OF THE CONCRETE WALKWAY OF THE CENTRAL AVENUE BRIDGE OVER THE ARIZONA
 DV0026'CANAL, 7 INCHES WEST OF THE SOUTH END OF A METAL AND CONCRETE GUARD
 DV0026'RAIL, AND ABOUT 12 INCHES ABOVE THE LEVEL OF CENTRAL AVENUE.
 DV0026
 DV0026                          STATION RECOVERY (1981)
 DV0026
 DV0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0026'BELIEVED DESTROYED BY THE CONSTRUCTION OF A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0018 ***********************************************************************
 DV0018  DESIGNATION -  1238.41
 DV0018  PID         -  DV0018
 DV0018  STATE/COUNTY-  AZ/MARICOPA
 DV0018  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0018
 DV0018                         *CURRENT SURVEY CONTROL
 DV0018  ___________________________________________________________________
 DV0018* NAD 83(1986)-  33 33 27.     (N)    112 03 55.     (W)     SCALED    
 DV0018* NAVD 88     -       378.015  (meters)    1240.20   (feet)  ADJUSTED  
 DV0018  ___________________________________________________________________
 DV0018  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0018  DYNAMIC HT  -         377.580 (meters)    1238.78  (feet)  COMP
 DV0018  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DV0018
 DV0018  VERT ORDER  -  FIRST     CLASS II
 DV0018
 DV0018.The horizontal coordinates were scaled from a topographic map and have
 DV0018.an estimated accuracy of +/- 6 seconds.
 DV0018
 DV0018.The orthometric height was determined by differential leveling
 DV0018.and adjusted by the National Geodetic Survey in June 1991..
 DV0018
 DV0018.The geoid height was determined by GEOID03.
 DV0018
 DV0018.The dynamic height is computed by dividing the NAVD 88
 DV0018.geopotential number by the normal gravity value computed on the
 DV0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0018.degrees latitude (g = 980.6199 gals.).
 DV0018
 DV0018.The modeled gravity was interpolated from observed gravity values.
 DV0018
 DV0018;                    North         East    Units  Estimated Accuracy
 DV0018;SPC AZ C     -   283,590.      199,560.      MT  (+/- 180 meters Scaled)
 DV0018
 DV0018                          SUPERSEDED SURVEY CONTROL
 DV0018
 DV0018  NGVD 29 (??/??/92)  377.458  (m)         1238.38   (f) ADJ UNCH    1 2
 DV0018
 DV0018.Superseded values are not recommended for survey control.
 DV0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0018.See file dsdata.txt to determine how the superseded data were derived.
 DV0018
 DV0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC011136(NAD 83)
 DV0018_MARKER: DD = SURVEY DISK
 DV0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0018_SP_SET: BRIDGE CURB
 DV0018_STAMPING: 1238.41
 DV0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0018
 DV0018  HISTORY     - Date     Condition        Report By
 DV0018  HISTORY     - UNK      MONUMENTED       AZHD
 DV0018  HISTORY     - 1967     GOOD             NGS
 DV0018  HISTORY     - 1981     GOOD             NGS
 DV0018
 DV0018                          STATION DESCRIPTION
 DV0018
 DV0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0018'0.6 MI S FROM SUNNYSLOPE.
 DV0018'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0018'SUNNYSLOPE, IN SECTION 32, T 3 N, R 3 E, AT THE JUNCTION OF 7TH STREET
 DV0018'AND A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL,
 DV0018'29 FEET WEST OF THE CENTER LINE OF 7TH STREET, 58 FEET NORTH OF THE
 DV0018'CENTER LINE OF THE DIRT ROAD, SET IN THE CENTER OF THE TOP OF THE
 DV0018'CONCRETE CURB ALONG THE WEST CONCRETE WALKWAY OF A HIGHWAY BRIDGE OVER
 DV0018'THE ARIZONA CANAL, 3.2 FEET EAST OF THE WEST GUARD RAIL, 86 FEET WEST
 DV0018'OF BENCH MARK 1239.79 (USRS) AND ABOUT 12 INCHES ABOVE THE LEVEL OF
 DV0018'7TH STREET.
 DV0018
 DV0018                          STATION RECOVERY (1981)
 DV0018
 DV0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0018'AT SUNNYSLOPE, IN TOP OF THE WEST CURB AT THE CENTER OF THE 7TH STREET
 DV0018'BRIDGE OVER THE ARIZONA CANAL, 17.8 METERS (58 FT) NORTH OF THE CENTER
 DV0018'LINE OF THE SOUTH LEVEE, 8.8 METERS (29 FT) WEST OF THE CENTERLINE OF
 DV0018'7TH STREET, 1 METER (3.2 FT) EAST OF THE WEST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0693 ***********************************************************************
 GP0693  DESIGNATION -  124 DOR
 GP0693  PID         -  GP0693
 GP0693  STATE/COUNTY-  AZ/NAVAJO
 GP0693  USGS QUAD   -  SHONTO NW (1980)
 GP0693
 GP0693                         *CURRENT SURVEY CONTROL
 GP0693  ___________________________________________________________________
 GP0693* NAD 83(1986)-  36 43 42.     (N)    110 39 35.     (W)     SCALED    
 GP0693* NAVD 88     -      2070.910  (meters)    6794.31   (feet)  ADJUSTED  
 GP0693  ___________________________________________________________________
 GP0693  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 GP0693  DYNAMIC HT  -        2068.272 (meters)    6785.66  (feet)  COMP
 GP0693  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 GP0693
 GP0693  VERT ORDER  -  SECOND    CLASS 0
 GP0693
 GP0693.The horizontal coordinates were scaled from a topographic map and have
 GP0693.an estimated accuracy of +/- 6 seconds.
 GP0693
 GP0693.The orthometric height was determined by differential leveling
 GP0693.and adjusted by the National Geodetic Survey in June 1991..
 GP0693
 GP0693.The geoid height was determined by GEOID03.
 GP0693
 GP0693.The dynamic height is computed by dividing the NAVD 88
 GP0693.geopotential number by the normal gravity value computed on the
 GP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0693.degrees latitude (g = 980.6199 gals.).
 GP0693
 GP0693.The modeled gravity was interpolated from observed gravity values.
 GP0693
 GP0693;                    North         East    Units  Estimated Accuracy
 GP0693;SPC AZ E     -   635,440.      169,320.      MT  (+/- 180 meters Scaled)
 GP0693
 GP0693                          SUPERSEDED SURVEY CONTROL
 GP0693
 GP0693.No superseded survey control is available for this station.
 GP0693
 GP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF303647(NAD 83)
 GP0693_MARKER: DB = BENCH MARK DISK
 GP0693_SETTING: 66 = SET IN ROCK OUTCROP
 GP0693_SP_SET: ROCK OUTCROP
 GP0693_STAMPING: 124 DOR 1969 6791
 GP0693_MARK LOGO: USGS  
 GP0693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0693+STABILITY: POSITION/ELEVATION WELL
 GP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0693+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0693
 GP0693  HISTORY     - Date     Condition        Report By
 GP0693  HISTORY     - 1969     MONUMENTED       USGS
 GP0693
 GP0693                          STATION DESCRIPTION
 GP0693
 GP0693'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0693'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0693'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0693'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0693'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 10.9 MILES NORTHWEST
 GP0693'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A Y-ROAD SOUTH
 GP0693'TOWARD SHONTO, 180 FEET SOUTHEAST OF THE Y-ROAD JUNCTION, 30 FEET
 GP0693'SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS, IN A LARGE SANDSTONE
 GP0693'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0014 ***********************************************************************
 DV0014  DESIGNATION -  1242.78 RESET
 DV0014  PID         -  DV0014
 DV0014  STATE/COUNTY-  AZ/MARICOPA
 DV0014  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0014
 DV0014                         *CURRENT SURVEY CONTROL
 DV0014  ___________________________________________________________________
 DV0014* NAD 83(1986)-  33 32 43.     (N)    112 03 23.     (W)     SCALED    
 DV0014* NAVD 88     -       379.382  (meters)    1244.69   (feet)  ADJUSTED  
 DV0014  ___________________________________________________________________
 DV0014  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0014  DYNAMIC HT  -         378.947 (meters)    1243.26  (feet)  COMP
 DV0014  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0014
 DV0014  VERT ORDER  -  FIRST     CLASS II
 DV0014
 DV0014.The horizontal coordinates were scaled from a topographic map and have
 DV0014.an estimated accuracy of +/- 6 seconds.
 DV0014
 DV0014.The orthometric height was determined by differential leveling
 DV0014.and adjusted by the National Geodetic Survey in June 1991..
 DV0014
 DV0014.The geoid height was determined by GEOID03.
 DV0014
 DV0014.The dynamic height is computed by dividing the NAVD 88
 DV0014.geopotential number by the normal gravity value computed on the
 DV0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0014.degrees latitude (g = 980.6199 gals.).
 DV0014
 DV0014.The modeled gravity was interpolated from observed gravity values.
 DV0014
 DV0014;                    North         East    Units  Estimated Accuracy
 DV0014;SPC AZ C     -   282,230.      200,390.      MT  (+/- 180 meters Scaled)
 DV0014
 DV0014                          SUPERSEDED SURVEY CONTROL
 DV0014
 DV0014  NGVD 29 (??/??/92)  378.803  (m)         1242.79   (f) ADJ UNCH    1 2
 DV0014
 DV0014.Superseded values are not recommended for survey control.
 DV0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0014.See file dsdata.txt to determine how the superseded data were derived.
 DV0014
 DV0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC019122(NAD 83)
 DV0014_MARKER: DB = BENCH MARK DISK
 DV0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0014_SP_SET: CONCRETE WALKWAY
 DV0014_STAMPING: USRS 1242.78 1954 RESET
 DV0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0014
 DV0014  HISTORY     - Date     Condition        Report By
 DV0014  HISTORY     - 1954     MONUMENTED       CGS
 DV0014  HISTORY     - 1967     GOOD             NGS
 DV0014  HISTORY     - 1981     GOOD             NGS
 DV0014  HISTORY     - 19910506 GOOD             USPSQD
 DV0014  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DV0014
 DV0014                          STATION DESCRIPTION
 DV0014
 DV0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0014'1.7 MI SE FROM SUNNYSLOPE.
 DV0014'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0014'SUNNYSLOPE, THENCE 1.1 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0014'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 4, T 2
 DV0014'N, R 3 E, AT THE INTERSECTION OF THE DIRT ROAD AND NORTH 12TH STREET,
 DV0014'15 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 22 1/2 FEET
 DV0014'WEST OF THE CENTER LINE OF NORTH 12TH STREET, SET IN THE TOP OF THE
 DV0014'SOUTH END OF THE WEST CONCRETE WALKWAY OF THE NORTH 12TH STREET BRIDGE
 DV0014'OVER THE ARIZONA CANAL, 14 INCHES NORTHWEST OF THE SOUTHEAST CORNER OF
 DV0014'THE WALKWAY, AND ABOUT 12 INCHES ABOVE THE LEVEL OF THE STREET.
 DV0014
 DV0014                          STATION RECOVERY (1981)
 DV0014
 DV0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0014'1.8 KM (1.1 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0014'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SIDEWALK
 DV0014'AT THE WEST CORNER OF THE 16TH STREET BRIDGE OVER THE CANAL, 4.6
 DV0014'METERS (15 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE, 7 METERS
 DV0014'(23 FT) WEST OF THE CENTERLINE OF 16TH STREET.
 DV0014'THE MARK IS 0.3 M ABOVE 16TH STREET.
 DV0014
 DV0014                          STATION RECOVERY (1991)
 DV0014
 DV0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0014'RECOVERED IN GOOD CONDITION.
 DV0014
 DV0014                          STATION RECOVERY (2005)
 DV0014
 DV0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0782 ***********************************************************************
 DU0782  DESIGNATION -  1243
 DU0782  PID         -  DU0782
 DU0782  STATE/COUNTY-  AZ/MARICOPA
 DU0782  USGS QUAD   -  MESA (1982)
 DU0782
 DU0782                         *CURRENT SURVEY CONTROL
 DU0782  ___________________________________________________________________
 DU0782* NAD 83(1986)-  33 24 44.     (N)    111 46 54.     (W)     SCALED    
 DU0782* NAVD 88     -       379.36   (+/-2cm)    1244.6    (feet)  VERTCON   
 DU0782  ___________________________________________________________________
 DU0782  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0782
 DU0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0782
 DU0782.The horizontal coordinates were scaled from a topographic map and have
 DU0782.an estimated accuracy of +/- 6 seconds.
 DU0782
 DU0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0782.The vertical order pertains to the NGVD 29 superseded value.
 DU0782
 DU0782.The geoid height was determined by GEOID03.
 DU0782
 DU0782;                    North         East    Units  Estimated Accuracy
 DU0782;SPC AZ C     -   267,470.      225,920.      MT  (+/- 180 meters Scaled)
 DU0782
 DU0782                          SUPERSEDED SURVEY CONTROL
 DU0782
 DU0782  NGVD 29 (??/??/92)  378.818  (m)         1242.84   (f) ADJ UNCH    2 0
 DU0782
 DU0782.Superseded values are not recommended for survey control.
 DU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0782.See file dsdata.txt to determine how the superseded data were derived.
 DU0782
 DU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB273972(NAD 83)
 DU0782_MARKER: P = PIPE CAP
 DU0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0782
 DU0782  HISTORY     - Date     Condition        Report By
 DU0782  HISTORY     - UNK      MONUMENTED       USGS
 DU0782  HISTORY     - 1933     GOOD             NGS
 DU0782  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0782
 DU0782                          STATION DESCRIPTION
 DU0782
 DU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0782'3.0 MI SE FROM MESA.
 DU0782'IRON POST, AT SOUTHEAST CORNER OF CROSSROADS, 0.5 MILES SOUTH OF
 DU0782'HIGHWAY-CANAL CROSSING.
 DU0782
 DU0782                          STATION RECOVERY (2005)
 DU0782
 DU0782'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0782'THE SCALED COORDINATES POINT TO THE CANAL AREA BETWEEN MAIN STREET AND
 DU0782'BROADWAY ROAD. WALKED BOTH SIDES OF THE CANAL BETWEEN MAIN STREET AND
 DU0782'BROADWAY ROAD AND DID NOT IDENTIFY THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0013 ***********************************************************************
 DV0013  DESIGNATION -  1243.17
 DV0013  PID         -  DV0013
 DV0013  STATE/COUNTY-  AZ/MARICOPA
 DV0013  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0013
 DV0013                         *CURRENT SURVEY CONTROL
 DV0013  ___________________________________________________________________
 DV0013* NAD 83(1986)-  33 32 24.     (N)    112 02 52.     (W)     SCALED    
 DV0013* NAVD 88     -       379.490  (meters)    1245.04   (feet)  ADJUSTED  
 DV0013  ___________________________________________________________________
 DV0013  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0013  DYNAMIC HT  -         379.054 (meters)    1243.61  (feet)  COMP
 DV0013  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DV0013
 DV0013  VERT ORDER  -  FIRST     CLASS II
 DV0013
 DV0013.The horizontal coordinates were scaled from a topographic map and have
 DV0013.an estimated accuracy of +/- 6 seconds.
 DV0013
 DV0013.The orthometric height was determined by differential leveling
 DV0013.and adjusted by the National Geodetic Survey in June 1991..
 DV0013
 DV0013.The geoid height was determined by GEOID03.
 DV0013
 DV0013.The dynamic height is computed by dividing the NAVD 88
 DV0013.geopotential number by the normal gravity value computed on the
 DV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0013.degrees latitude (g = 980.6199 gals.).
 DV0013
 DV0013.The modeled gravity was interpolated from observed gravity values.
 DV0013
 DV0013;                    North         East    Units  Estimated Accuracy
 DV0013;SPC AZ C     -   281,640.      201,180.      MT  (+/- 180 meters Scaled)
 DV0013
 DV0013                          SUPERSEDED SURVEY CONTROL
 DV0013
 DV0013  NGVD 29 (??/??/92)  378.904  (m)         1243.12   (f) ADJ UNCH    1 2
 DV0013
 DV0013.Superseded values are not recommended for survey control.
 DV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0013.See file dsdata.txt to determine how the superseded data were derived.
 DV0013
 DV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC027116(NAD 83)
 DV0013_MARKER: DD = SURVEY DISK
 DV0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0013_SP_SET: CONCRETE WALKWAY
 DV0013_STAMPING: 1243.17 MCHD
 DV0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0013
 DV0013  HISTORY     - Date     Condition        Report By
 DV0013  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0013  HISTORY     - 1967     GOOD             NGS
 DV0013  HISTORY     - 1981     GOOD             NGS
 DV0013  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DV0013
 DV0013                          STATION DESCRIPTION
 DV0013
 DV0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0013'2.35 MI SE FROM SUNNYSLOPE.
 DV0013'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0013'SUNNYSLOPE, THENCE 0.5 MILE SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0013'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, AT THE INTERSECTION
 DV0013'OF THE ROAD AND NORTH 16TH STREET, 22 1/2 FEET NORTHEAST OF THE CENTER
 DV0013'LINE OF THE ROAD ALONG THE CANAL, 42 FEET WEST OF THE CENTER LINE OF
 DV0013'NORTH 16TH STREET, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST
 DV0013'CONCRETE WALKWAY OF THE NORTH 16TH STREET BRIDGE OVER THE ARIZONA
 DV0013'CANAL, 122.7 FEET NORTHWEST OF BENCH MARK 1243.30 (USRS), AND ABOUT 12
 DV0013'INCHES ABOVE THE LEVEL OF THE STREET.
 DV0013
 DV0013                          STATION RECOVERY (1981)
 DV0013
 DV0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0013'2.8 KM (1.75 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0013'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SOUTH
 DV0013'END OF THE WEST CONCRETE CURB OF 16TH STREET BRIDGE OVER THE CANAL,
 DV0013'7 METERS (23 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE, 12.8 METERS
 DV0013'(42 FT) WEST OF THE CENTERLINE OF 16TH STREET, 37.4 METERS (122.7 FT)
 DV0013'NORTHWEST OF BENCH MARK 1243.30 USRS.
 DV0013'THE MARK IS 0.3 M ABOVE 16TH STREET.
 DV0013
 DV0013                          STATION RECOVERY (2005)
 DV0013
 DV0013'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0013'MARK NOT FOUND.  FOUND TWO BRASS DISK'S ON NE ABUTMENT. (SRP 436 USGE)
 DV0013' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0012 ***********************************************************************
 DV0012  DESIGNATION -  1243.30
 DV0012  PID         -  DV0012
 DV0012  STATE/COUNTY-  AZ/MARICOPA
 DV0012  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0012
 DV0012                         *CURRENT SURVEY CONTROL
 DV0012  ___________________________________________________________________
 DV0012* NAD 83(1986)-  33 32 22.     (N)    112 02 50.     (W)     SCALED    
 DV0012* NAVD 88     -       379.384  (meters)    1244.70   (feet)  ADJUSTED  
 DV0012  ___________________________________________________________________
 DV0012  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0012  DYNAMIC HT  -         378.948 (meters)    1243.27  (feet)  COMP
 DV0012  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DV0012
 DV0012  VERT ORDER  -  FIRST     CLASS II
 DV0012
 DV0012.The horizontal coordinates were scaled from a topographic map and have
 DV0012.an estimated accuracy of +/- 6 seconds.
 DV0012
 DV0012.The orthometric height was determined by differential leveling
 DV0012.and adjusted by the National Geodetic Survey in June 1991..
 DV0012
 DV0012.The geoid height was determined by GEOID03.
 DV0012
 DV0012.The dynamic height is computed by dividing the NAVD 88
 DV0012.geopotential number by the normal gravity value computed on the
 DV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0012.degrees latitude (g = 980.6199 gals.).
 DV0012
 DV0012.The modeled gravity was interpolated from observed gravity values.
 DV0012
 DV0012;                    North         East    Units  Estimated Accuracy
 DV0012;SPC AZ C     -   281,580.      201,240.      MT  (+/- 180 meters Scaled)
 DV0012
 DV0012                          SUPERSEDED SURVEY CONTROL
 DV0012
 DV0012  NGVD 29 (??/??/92)  378.797  (m)         1242.77   (f) ADJ UNCH    1 2
 DV0012
 DV0012.Superseded values are not recommended for survey control.
 DV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0012.See file dsdata.txt to determine how the superseded data were derived.
 DV0012
 DV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC027115(NAD 83)
 DV0012_MARKER: DD = SURVEY DISK
 DV0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0012_SP_SET: CONCRETE RETAINING WALL
 DV0012_STAMPING: 1243.30
 DV0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0012
 DV0012  HISTORY     - Date     Condition        Report By
 DV0012  HISTORY     - UNK      MONUMENTED       BOR
 DV0012  HISTORY     - 1967     GOOD             NGS
 DV0012  HISTORY     - 1981     GOOD             NGS
 DV0012  HISTORY     - 19910506 MARK NOT FOUND   USPSQD
 DV0012
 DV0012                          STATION DESCRIPTION
 DV0012
 DV0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0012'2.35 MI SE FROM SUNNYSLOPE.
 DV0012'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0012'SUNNYSLOPE, THENCE 1.75 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0012'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 3, T 2
 DV0012'N, R 3 E, AT THE INTERSECTION OF THE DIRT ROAD AND NORTH 16TH STREET,
 DV0012'22 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD ALONG THE CANAL,
 DV0012'23 1/2 FEET EAST OF THE CENTER LINE OF NORTH 16TH STREET, A U.S.
 DV0012'RECLAMATION SERVICE DISK SET IN THE TOP OF THE SOUTHEAST END OF A
 DV0012'CONCRETE RETAINING WALL AT THE FORMER LOCATION OF A FLOODGATE, 25 1/2
 DV0012'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PILLAR OF THE
 DV0012'NORTH 16TH STREET BRIDGE OVER THE ARIZONA CANAL, AND ABOUT 8 INCHES
 DV0012'ABOVE THE LEVEL OF NORTH 16TH STREET.
 DV0012
 DV0012                          STATION RECOVERY (1981)
 DV0012
 DV0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0012'2.8 KM (1.75 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0012'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SOUTHEAST
 DV0012'END OF THE RETAINING WALL OF AN ABANDON FLOODGATE, 6.7 METERS (22 FT)
 DV0012'NORTHEAST OF THE CENTERLINE OF THE LEVEE, 7.3 METERS (24 FT) EAST OF
 DV0012'THE CENTERLINE OF 16TH STREET, 7.9 METERS (26 FT) SOUTHEAST OF THE
 DV0012'SOUTHEAST CORNER OF THE 16TH STREET BRIDGE.
 DV0012'THE MARK IS ABOVE LEVEL WITH WITH 16TH STREET.
 DV0012
 DV0012                          STATION RECOVERY (1991)
 DV0012
 DV0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0559 ***********************************************************************
 DA0559  DESIGNATION -  1243.8
 DA0559  PID         -  DA0559
 DA0559  STATE/COUNTY-  AZ/MARICOPA
 DA0559  USGS QUAD   -  MIDWAY SW (1986)
 DA0559
 DA0559                         *CURRENT SURVEY CONTROL
 DA0559  ___________________________________________________________________
 DA0559* NAD 83(1986)-  32 31 25.     (N)    112 55 07.     (W)     SCALED    
 DA0559* NAVD 88     -       379.73   (+/-2cm)    1245.8    (feet)  VERTCON   
 DA0559  ___________________________________________________________________
 DA0559  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0559
 DA0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0559
 DA0559.The horizontal coordinates were scaled from a topographic map and have
 DA0559.an estimated accuracy of +/- 6 seconds.
 DA0559
 DA0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0559.The vertical order pertains to the NGVD 29 superseded value.
 DA0559
 DA0559.The geoid height was determined by GEOID03.
 DA0559
 DA0559;                    North         East    Units  Estimated Accuracy
 DA0559;SPC AZ C     -   169,370.      119,230.      MT  (+/- 180 meters Scaled)
 DA0559
 DA0559                          SUPERSEDED SURVEY CONTROL
 DA0559
 DA0559  NGVD 29 (??/??/92)  379.077  (m)         1243.69   (f) ADJ UNCH    1 2
 DA0559
 DA0559.Superseded values are not recommended for survey control.
 DA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0559.See file dsdata.txt to determine how the superseded data were derived.
 DA0559
 DA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB198000(NAD 83)
 DA0559_MARKER: DB = BENCH MARK DISK
 DA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0559+STABILITY: SURFACE MOTION
 DA0559
 DA0559  HISTORY     - Date     Condition        Report By
 DA0559  HISTORY     - UNK      MONUMENTED       USGS
 DA0559  HISTORY     - 1953     GOOD             NGS
 DA0559
 DA0559                          STATION DESCRIPTION
 DA0559
 DA0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0559'12.7 MI NW FROM AJO.
 DA0559'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0559'THE STATION AT AJO, THENCE 2.9 MILES NORTHWEST ALONG A GRAVELED ROAD
 DA0559'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 0.3 MILE
 DA0559'SOUTHEAST OF A CONCRETE WATER TANK, 40 1/2 FEET NORTHEAST OF THE
 DA0559'CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1/2
 DA0559'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0559'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0009 ***********************************************************************
 DV0009  DESIGNATION -  1244.84
 DV0009  PID         -  DV0009
 DV0009  STATE/COUNTY-  AZ/MARICOPA
 DV0009  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0009
 DV0009                         *CURRENT SURVEY CONTROL
 DV0009  ___________________________________________________________________
 DV0009* NAD 83(1986)-  33 31 37.     (N)    112 02 04.     (W)     SCALED    
 DV0009* NAVD 88     -       379.87   (+/-2cm)    1246.3    (feet)  VERTCON   
 DV0009  ___________________________________________________________________
 DV0009  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0009
 DV0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0009
 DV0009.The horizontal coordinates were scaled from a topographic map and have
 DV0009.an estimated accuracy of +/- 6 seconds.
 DV0009
 DV0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0009.The vertical order pertains to the NGVD 29 superseded value.
 DV0009
 DV0009.The geoid height was determined by GEOID03.
 DV0009
 DV0009;                    North         East    Units  Estimated Accuracy
 DV0009;SPC AZ C     -   280,200.      202,420.      MT  (+/- 180 meters Scaled)
 DV0009
 DV0009                          SUPERSEDED SURVEY CONTROL
 DV0009
 DV0009  NGVD 29 (??/??/92)  379.279  (m)         1244.35   (f) ADJ UNCH    1 2
 DV0009
 DV0009.Superseded values are not recommended for survey control.
 DV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0009.See file dsdata.txt to determine how the superseded data were derived.
 DV0009
 DV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC039101(NAD 83)
 DV0009_MARKER: DD = SURVEY DISK
 DV0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0009_SP_SET: CONCRETE STRUCTURE
 DV0009_STAMPING: 1244.84
 DV0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0009
 DV0009  HISTORY     - Date     Condition        Report By
 DV0009  HISTORY     - UNK      MONUMENTED       BOR
 DV0009  HISTORY     - 1967     POOR             NGS
 DV0009  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0009
 DV0009                          STATION DESCRIPTION
 DV0009
 DV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0009'3.4 MI SE FROM SUNNYSLOPE.
 DV0009'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0009'SUNNYSLOPE, THENCE 2.85 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0009'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 10, T 2
 DV0009'N, R 3 E, SOUTHWEST AND ACROSS THE CANAL FROM AN ELECTRICAL
 DV0009'SUBSTATION, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 DV0009'THE TOP OF THE EAST CORNER OF THE CONCRETE STRUCTURE SUPPORTING
 DV0009'FLOODGATE NUMBER 1-9.4, 39 FEET EAST OF A ROW OF POWER POLES, AND
 DV0009'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DV0009
 DV0009                          STATION RECOVERY (1981)
 DV0009
 DV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0009'THE CANAL GATE DESCRIBED HAS BEEN BUILT UP THE MARK IS BELIEVED
 DV0009'TO BE COVERED WITH NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0298 ***********************************************************************
 GR0298  DESIGNATION -  1245 B
 GR0298  PID         -  GR0298
 GR0298  STATE/COUNTY-  AZ/MOHAVE
 GR0298  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0298
 GR0298                         *CURRENT SURVEY CONTROL
 GR0298  ___________________________________________________________________
 GR0298* NAD 83(1986)-  36 00 21.     (N)    114 07 53.     (W)     SCALED    
 GR0298* NAVD 88     -       380.382  (meters)    1247.97   (feet)  POSTED    
 GR0298  ___________________________________________________________________
 GR0298  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0298  DYNAMIC HT  -         380.000 (meters)    1246.72  (feet)  COMP
 GR0298  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 GR0298
 GR0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0298
 GR0298.The horizontal coordinates were scaled from a topographic map and have
 GR0298.an estimated accuracy of +/- 6 seconds.
 GR0298
 GR0298.The orthometric height was determined by differential leveling
 GR0298.and adjusted by the National Geodetic Survey in 1992..
 GR0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0298.rate of 1.1 thru 2.0 mm/km.
 GR0298
 GR0298.The geoid height was determined by GEOID03.
 GR0298
 GR0298.The dynamic height is computed by dividing the NAVD 88
 GR0298.geopotential number by the normal gravity value computed on the
 GR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0298.degrees latitude (g = 980.6199 gals.).
 GR0298
 GR0298.The modeled gravity was interpolated from observed gravity values.
 GR0298
 GR0298;                    North         East    Units  Estimated Accuracy
 GR0298;SPC AZ W     -   555,250.      178,980.      MT  (+/- 180 meters Scaled)
 GR0298
 GR0298                          SUPERSEDED SURVEY CONTROL
 GR0298
 GR0298  NGVD 29 (??/??/92)  379.759  (m)         1245.93   (f) ADJ UNCH    1 1
 GR0298
 GR0298.Superseded values are not recommended for survey control.
 GR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0298.See file dsdata.txt to determine how the superseded data were derived.
 GR0298
 GR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV585884(NAD 83)
 GR0298_MARKER: DD = SURVEY DISK
 GR0298_SETTING: 66 = SET IN ROCK OUTCROP
 GR0298_SP_SET: WHITE OUTCROP
 GR0298_STAMPING: 1245 B 28
 GR0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0298+STABILITY: POSITION/ELEVATION WELL
 GR0298
 GR0298  HISTORY     - Date     Condition        Report By
 GR0298  HISTORY     - UNK      MONUMENTED       USGS
 GR0298  HISTORY     - 1964     GOOD             NGS
 GR0298
 GR0298                          STATION DESCRIPTION
 GR0298
 GR0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GR0298'0.8 MI S FROM MOUTH OF HUALPAI WASH.
 GR0298'0.8 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0298'WASH, AT THE SOUTHERLY EDGE OF GREGG BASIN, LAKE MEAD, ON THE EAST
 GR0298'SIDE OF HUALPAI WASH, IN THE TOP OF A WHITE OUTCROP NEAR THE CENTER OF
 GR0298'A HIGH ROCK CLIFF, 120 FEET EAST FROM CENTER OF WASH, 20 FEET WEST OF
 GR0298'CLIFF, FLUSH WITH WASH BED, AND MARKED BY THE WHITE PAINTED LETTERS
 GR0298'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0686 ***********************************************************************
 DW0686  DESIGNATION -  1245.29
 DW0686  PID         -  DW0686
 DW0686  STATE/COUNTY-  AZ/LA PAZ
 DW0686  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0686
 DW0686                         *CURRENT SURVEY CONTROL
 DW0686  ___________________________________________________________________
 DW0686* NAD 83(1986)-  33 40 33.     (N)    114 07 29.     (W)     SCALED    
 DW0686* NAVD 88     -       380.49   (+/-2cm)    1248.3    (feet)  VERTCON   
 DW0686  ___________________________________________________________________
 DW0686  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DW0686
 DW0686  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0686
 DW0686.The horizontal coordinates were scaled from a topographic map and have
 DW0686.an estimated accuracy of +/- 6 seconds.
 DW0686
 DW0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0686.The vertical order pertains to the NGVD 29 superseded value.
 DW0686
 DW0686.The geoid height was determined by GEOID03.
 DW0686
 DW0686;                    North         East    Units  Estimated Accuracy
 DW0686;SPC AZ W     -   296,770.      178,610.      MT  (+/- 180 meters Scaled)
 DW0686
 DW0686                          SUPERSEDED SURVEY CONTROL
 DW0686
 DW0686  NGVD 29 (??/??/??)  379.796  (m)         1246.05   (f) ADJUSTED    1 2
 DW0686
 DW0686.Superseded values are not recommended for survey control.
 DW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0686.See file dsdata.txt to determine how the superseded data were derived.
 DW0686
 DW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT665299(NAD 83)
 DW0686_MARKER: DD = SURVEY DISK
 DW0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0686_SP_SET: HEADWALL
 DW0686_STAMPING: 1245.29 1336+70
 DW0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0686
 DW0686  HISTORY     - Date     Condition        Report By
 DW0686  HISTORY     - UNK      MONUMENTED       AZHD
 DW0686  HISTORY     - 1933     GOOD             NGS
 DW0686  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0686  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0686
 DW0686                          STATION DESCRIPTION
 DW0686
 DW0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0686'6.5 MI E FROM QUARTZSITE.
 DW0686'ABOUT 6.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0686'COUNTY, AT STATION 1336+70, AT A CONCRETE CULVERT, AND IN THE
 DW0686'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0686'DEPARTMENT STANDARD DISK, STAMPED 1245.29 1336+70.
 DW0686
 DW0686                          STATION RECOVERY (1962)
 DW0686
 DW0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0686'MARK NOT FOUND.
 DW0686
 DW0686                          STATION RECOVERY (1981)
 DW0686
 DW0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0686'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0010 ***********************************************************************
 DV0010  DESIGNATION -  1245.29
 DV0010  PID         -  DV0010
 DV0010  STATE/COUNTY-  AZ/MARICOPA
 DV0010  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0010
 DV0010                         *CURRENT SURVEY CONTROL
 DV0010  ___________________________________________________________________
 DV0010* NAD 83(1986)-  33 31 52.     (N)    112 02 19.     (W)     SCALED    
 DV0010* NAVD 88     -       380.01   (+/-2cm)    1246.7    (feet)  VERTCON   
 DV0010  ___________________________________________________________________
 DV0010  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0010
 DV0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0010
 DV0010.The horizontal coordinates were scaled from a topographic map and have
 DV0010.an estimated accuracy of +/- 6 seconds.
 DV0010
 DV0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0010.The vertical order pertains to the NGVD 29 superseded value.
 DV0010
 DV0010.The geoid height was determined by GEOID03.
 DV0010
 DV0010;                    North         East    Units  Estimated Accuracy
 DV0010;SPC AZ C     -   280,660.      202,030.      MT  (+/- 180 meters Scaled)
 DV0010
 DV0010                          SUPERSEDED SURVEY CONTROL
 DV0010
 DV0010  NGVD 29 (??/??/92)  379.42   (m)         1244.8    (f) COMPUTED    1 2
 DV0010
 DV0010.Superseded values are not recommended for survey control.
 DV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0010.See file dsdata.txt to determine how the superseded data were derived.
 DV0010
 DV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC035106(NAD 83)
 DV0010_MARKER: DD = SURVEY DISK
 DV0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0010_SP_SET: CONCRETE VALVE BOX
 DV0010_STAMPING: 1245.29
 DV0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0010
 DV0010  HISTORY     - Date     Condition        Report By
 DV0010  HISTORY     - UNK      MONUMENTED       BOR
 DV0010  HISTORY     - 1948     GOOD             NGS
 DV0010  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0010
 DV0010                          STATION DESCRIPTION
 DV0010
 DV0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0010'3.1 MI SE FROM SUNNYSLOPE.
 DV0010'ABOUT 0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 DV0010'SUNNYSLOPE, THENCE 2.5 MILES EAST ALONG A DIRT ROAD PARALLELLING THE
 DV0010'SOUTH SIDE OF THE ARIZONA CANAL, AT THE JUNCTION OF A T ROAD LEADING
 DV0010'SOUTHWEST, 15.5 FEET NORTH OF THE CENTER LINE OF THE CANAL ROAD, 8.5
 DV0010'FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE T ROAD LEADING
 DV0010'SOUTHWEST, SET ON TOP AND AT THE NORTHEAST CORNER OF A CONCRETE VALVE
 DV0010'BOX AT IRRIGATION GATE NO. 9 1/2, AND ABOUT LEVEL WITH THE ROAD.
 DV0010
 DV0010                          STATION RECOVERY (1967)
 DV0010
 DV0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0005 ***********************************************************************
 DV0005  DESIGNATION -  1247.88
 DV0005  PID         -  DV0005
 DV0005  STATE/COUNTY-  AZ/MARICOPA
 DV0005  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0005
 DV0005                         *CURRENT SURVEY CONTROL
 DV0005  ___________________________________________________________________
 DV0005* NAD 83(1986)-  33 31 20.     (N)    112 01 18.     (W)     SCALED    
 DV0005* NAVD 88     -       380.784  (meters)    1249.29   (feet)  ADJUSTED  
 DV0005  ___________________________________________________________________
 DV0005  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0005  DYNAMIC HT  -         380.343 (meters)    1247.84  (feet)  COMP
 DV0005  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV0005
 DV0005  VERT ORDER  -  FIRST     CLASS II
 DV0005
 DV0005.The horizontal coordinates were scaled from a topographic map and have
 DV0005.an estimated accuracy of +/- 6 seconds.
 DV0005
 DV0005.The orthometric height was determined by differential leveling
 DV0005.and adjusted by the National Geodetic Survey in June 1991..
 DV0005
 DV0005.The geoid height was determined by GEOID03.
 DV0005
 DV0005.The dynamic height is computed by dividing the NAVD 88
 DV0005.geopotential number by the normal gravity value computed on the
 DV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0005.degrees latitude (g = 980.6199 gals.).
 DV0005
 DV0005.The modeled gravity was interpolated from observed gravity values.
 DV0005
 DV0005;                    North         East    Units  Estimated Accuracy
 DV0005;SPC AZ C     -   279,670.      203,610.      MT  (+/- 180 meters Scaled)
 DV0005
 DV0005                          SUPERSEDED SURVEY CONTROL
 DV0005
 DV0005  NGVD 29 (??/??/92)  380.200  (m)         1247.37   (f) ADJ UNCH    1 2
 DV0005
 DV0005.Superseded values are not recommended for survey control.
 DV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0005.See file dsdata.txt to determine how the superseded data were derived.
 DV0005
 DV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC051096(NAD 83)
 DV0005_MARKER: DD = SURVEY DISK
 DV0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0005_SP_SET: CONCRETE WALL
 DV0005_STAMPING: 1247.88
 DV0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0005+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DV0005
 DV0005  HISTORY     - Date     Condition        Report By
 DV0005  HISTORY     - UNK      MONUMENTED       BOR
 DV0005  HISTORY     - 1967     GOOD             NGS
 DV0005  HISTORY     - 1981     GOOD             NGS
 DV0005  HISTORY     - 20050916 GOOD             USPSQD
 DV0005
 DV0005                          STATION DESCRIPTION
 DV0005
 DV0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0005'4.25 MI SE FROM SUNNYSLOPE.
 DV0005'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0005'SUNNYSLOPE, THENCE 3.65 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0005'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2
 DV0005'N, R 3 E, 197 FEET EAST OF THE CENTER LINE OF THE MORE EASTERLY
 DV0005'ENTRANCE ROAD WHICH LEADS NORTH TO THE ARIZONA BILTMORE HOTEL, 17 FEET
 DV0005'NORTH OF THE CENTER LINE OF THE DIRT ROAD, A U.S. RECLAMATION SERVICE
 DV0005'DISK SET IN THE TOP OF THE EAST CONCRETE WALL OF THE CONCRETE
 DV0005'STRUCTURE SUPPORTING FLOODGATE NUMBER 1-8.5, 79 YARDS WEST OF A METAL
 DV0005'FOOTBRIDGE OVER THE ARIZONA CANAL, 1 1/2 FEET NORTH OF A HEDGE ROW,
 DV0005'AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE ROAD.
 DV0005
 DV0005                          STATION RECOVERY (1981)
 DV0005
 DV0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0005'5.8 KM (3.65 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0005'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT FLOODGATE 1-8.5,
 DV0005'IN TOP OF THE EAST END OF THE CONCRETE HEADWALL, 5.2 METERS (17 FT)
 DV0005'NORTH OF THE CENTERLINE OF THE ROAD, 60 METERS (197 FT) EAST OF THE
 DV0005'CENTERLINE OF THE WEST ONE OF 2 BRIDGES LEADING TO THE BILTMORE HOTEL,
 DV0005'0.5 METER (1.5 FT) NORTH OF THE NORTH END OF AN OLENDRE HEDGE ROW.
 DV0005'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV0005
 DV0005                          STATION RECOVERY (2005)
 DV0005
 DV0005'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0005'RECOVERED.  THERE ARE NOW THREE BRIDGES OVER THE AZ CANEL.FOUND IN
 DV0005'GOOD CONDITION UNDER VERIGATION BOGENVILLA HEDGE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1164 ***********************************************************************
 DV1164  DESIGNATION -  1247.98
 DV1164  PID         -  DV1164
 DV1164  STATE/COUNTY-  AZ/LA PAZ
 DV1164  USGS QUAD   -  VICKSBURG (1990)
 DV1164
 DV1164                         *CURRENT SURVEY CONTROL
 DV1164  ___________________________________________________________________
 DV1164* NAD 83(1986)-  33 43 05.     (N)    113 46 17.     (W)     SCALED    
 DV1164* NAVD 88     -       381.30   (+/-2cm)    1251.0    (feet)  VERTCON   
 DV1164  ___________________________________________________________________
 DV1164  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1164
 DV1164  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1164
 DV1164.The horizontal coordinates were scaled from a topographic map and have
 DV1164.an estimated accuracy of +/- 6 seconds.
 DV1164
 DV1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1164.The vertical order pertains to the NGVD 29 superseded value.
 DV1164
 DV1164.The geoid height was determined by GEOID03.
 DV1164
 DV1164;                    North         East    Units  Estimated Accuracy
 DV1164;SPC AZ W     -   301,390.      211,380.      MT  (+/- 180 meters Scaled)
 DV1164
 DV1164                          SUPERSEDED SURVEY CONTROL
 DV1164
 DV1164  NGVD 29 (??/??/92)  380.621  (m)         1248.75   (f) ADJ UNCH    1 2
 DV1164
 DV1164.Superseded values are not recommended for survey control.
 DV1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1164.See file dsdata.txt to determine how the superseded data were derived.
 DV1164
 DV1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC431343(NAD 83)
 DV1164_MARKER: DD = SURVEY DISK
 DV1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1164_SP_SET: BRIDGE
 DV1164_STAMPING: 1247.98 2453+00 1932
 DV1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1164
 DV1164  HISTORY     - Date     Condition        Report By
 DV1164  HISTORY     - 1932     MONUMENTED       AZHD
 DV1164  HISTORY     - 1962     GOOD             NGS
 DV1164  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1164
 DV1164                          STATION DESCRIPTION
 DV1164
 DV1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1164'3.9 MI W FROM HOPE.
 DV1164'3.9 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1164'HIGHWAY 72 AT HOPE, ABOUT 10.7 MILES WEST ALONG U.S. HIGHWAY 60-70
 DV1164'FROM THE POSTOFFICE AT SALOME, SET IN THE TOP AND CENTER OF THE SOUTH
 DV1164'HEADWALL OF A CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE
 DV1164'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DV1164
 DV1164                          STATION RECOVERY (1981)
 DV1164
 DV1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1164'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH HEADWALL WHEN
 DV1164'THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0694 ***********************************************************************
 GP0694  DESIGNATION -  125 DOR
 GP0694  PID         -  GP0694
 GP0694  STATE/COUNTY-  AZ/NAVAJO
 GP0694  USGS QUAD   -  SHONTO NW (1980)
 GP0694
 GP0694                         *CURRENT SURVEY CONTROL
 GP0694  ___________________________________________________________________
 GP0694* NAD 83(1986)-  36 43 22.     (N)    110 38 59.     (W)     SCALED    
 GP0694* NAVD 88     -      2081.513  (meters)    6829.10   (feet)  ADJUSTED  
 GP0694  ___________________________________________________________________
 GP0694  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GP0694  DYNAMIC HT  -        2078.866 (meters)    6820.41  (feet)  COMP
 GP0694  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 GP0694
 GP0694  VERT ORDER  -  SECOND    CLASS 0
 GP0694
 GP0694.The horizontal coordinates were scaled from a topographic map and have
 GP0694.an estimated accuracy of +/- 6 seconds.
 GP0694
 GP0694.The orthometric height was determined by differential leveling
 GP0694.and adjusted by the National Geodetic Survey in June 1991..
 GP0694
 GP0694.The geoid height was determined by GEOID03.
 GP0694
 GP0694.The dynamic height is computed by dividing the NAVD 88
 GP0694.geopotential number by the normal gravity value computed on the
 GP0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0694.degrees latitude (g = 980.6199 gals.).
 GP0694
 GP0694.The modeled gravity was interpolated from observed gravity values.
 GP0694
 GP0694;                    North         East    Units  Estimated Accuracy
 GP0694;SPC AZ E     -   634,820.      170,210.      MT  (+/- 180 meters Scaled)
 GP0694
 GP0694                          SUPERSEDED SURVEY CONTROL
 GP0694
 GP0694.No superseded survey control is available for this station.
 GP0694
 GP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF312641(NAD 83)
 GP0694_MARKER: DB = BENCH MARK DISK
 GP0694_SETTING: 66 = SET IN ROCK OUTCROP
 GP0694_SP_SET: ROCK OUTCROP
 GP0694_STAMPING: 125 DOR 1969 6826
 GP0694_MARK LOGO: USGS  
 GP0694_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GP0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0694+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0694
 GP0694  HISTORY     - Date     Condition        Report By
 GP0694  HISTORY     - 1969     MONUMENTED       USGS
 GP0694
 GP0694                          STATION DESCRIPTION
 GP0694
 GP0694'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0694'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0694'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0694'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0694'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 10.1 MILES NORTHWEST
 GP0694'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 48 FEET NORTHWEST
 GP0694'AND 3 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, IN A
 GP0694'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0466 ***********************************************************************
 CY0466  DESIGNATION -  1250+00
 CY0466  PID         -  CY0466
 CY0466  STATE/COUNTY-  AZ/COCHISE
 CY0466  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0466
 CY0466                         *CURRENT SURVEY CONTROL
 CY0466  ___________________________________________________________________
 CY0466* NAD 83(1986)-  32 09 24.     (N)    109 58 48.     (W)     SCALED    
 CY0466* NAVD 88     -      1329.45   (+/-2cm)    4361.7    (feet)  VERTCON   
 CY0466  ___________________________________________________________________
 CY0466  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0466
 CY0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0466
 CY0466.The horizontal coordinates were scaled from a topographic map and have
 CY0466.an estimated accuracy of +/- 6 seconds.
 CY0466
 CY0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0466.The vertical order pertains to the NGVD 29 superseded value.
 CY0466
 CY0466.The geoid height was determined by GEOID03.
 CY0466
 CY0466;                    North         East    Units  Estimated Accuracy
 CY0466;SPC AZ E     -   128,250.      230,970.      MT  (+/- 180 meters Scaled)
 CY0466
 CY0466                          SUPERSEDED SURVEY CONTROL
 CY0466
 CY0466  NGVD 29 (??/??/92) 1328.628  (m)         4359.01   (f) ADJ UNCH    2 0
 CY0466
 CY0466.Superseded values are not recommended for survey control.
 CY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0466.See file dsdata.txt to determine how the superseded data were derived.
 CY0466
 CY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA961582(NAD 83)
 CY0466_MARKER: DD = SURVEY DISK
 CY0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0466_STAMPING: 1250+00 1958
 CY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0466+STABILITY: SURFACE MOTION
 CY0466
 CY0466  HISTORY     - Date     Condition        Report By
 CY0466  HISTORY     - 1958     MONUMENTED       AZHD
 CY0466  HISTORY     - 1960     GOOD             NGS
 CY0466  HISTORY     - 1979     POOR             NGS
 CY0466
 CY0466                          STATION DESCRIPTION
 CY0466
 CY0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0466'11.5 MI SW FROM WILLCOX.
 CY0466'11.5 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0466'HIGHWAY 86, AT MILEPOST 317, 93 FEET SOUTH OF THE SOUTH EDGE OF THE
 CY0466'HIGHWAY, 6 INCHES NORTH OF FENCE, 1 FOOT WEST OF RIGHT-OF-WAY POST,
 CY0466'SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 CY0466
 CY0466                          STATION RECOVERY (1979)
 CY0466
 CY0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0466'THIS MARK IS VERY LOOSE AND UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1295 ***********************************************************************
 DV1295  DESIGNATION -  1253
 DV1295  PID         -  DV1295
 DV1295  STATE/COUNTY-  AZ/MARICOPA
 DV1295  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1295
 DV1295                         *CURRENT SURVEY CONTROL
 DV1295  ___________________________________________________________________
 DV1295* NAD 83(1986)-  33 34 55.     (N)    112 07 00.     (W)     SCALED    
 DV1295* NAVD 88     -       382.418  (meters)    1254.65   (feet)  ADJUSTED  
 DV1295  ___________________________________________________________________
 DV1295  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1295  DYNAMIC HT  -         381.978 (meters)    1253.21  (feet)  COMP
 DV1295  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1295
 DV1295  VERT ORDER  -  FIRST     CLASS II
 DV1295
 DV1295.The horizontal coordinates were scaled from a topographic map and have
 DV1295.an estimated accuracy of +/- 6 seconds.
 DV1295
 DV1295.The orthometric height was determined by differential leveling
 DV1295.and adjusted by the National Geodetic Survey in November 1993..
 DV1295
 DV1295.The geoid height was determined by GEOID03.
 DV1295
 DV1295.The dynamic height is computed by dividing the NAVD 88
 DV1295.geopotential number by the normal gravity value computed on the
 DV1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1295.degrees latitude (g = 980.6199 gals.).
 DV1295
 DV1295.The modeled gravity was interpolated from observed gravity values.
 DV1295
 DV1295;                    North         East    Units  Estimated Accuracy
 DV1295;SPC AZ C     -   286,310.      194,800.      MT  (+/- 180 meters Scaled)
 DV1295
 DV1295                          SUPERSEDED SURVEY CONTROL
 DV1295
 DV1295.No superseded survey control is available for this station.
 DV1295
 DV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963163(NAD 83)
 DV1295_MARKER: DB = BENCH MARK DISK
 DV1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1295_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1295_STAMPING: 1253.47 BK 1253.74 AHD
 DV1295_MARK LOGO: AZDT  
 DV1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1295
 DV1295  HISTORY     - Date     Condition        Report By
 DV1295  HISTORY     - UNK      MONUMENTED       AZDT
 DV1295  HISTORY     - 1981     GOOD             AZDT
 DV1295
 DV1295                          STATION DESCRIPTION
 DV1295
 DV1295'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1295'PHOENIX.
 DV1295'8.0 MI (12.9 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1295'INTERSECTION OF MCDOWELL ROAD IN PHOENIX, TO PEORIA AVENUE AND THE
 DV1295'MARK ON THE NORTHWEST CURB OF THE NORTHBOUND OVERPASS BRIDGE.
 DV1295'0.60 FT (0.18 METER) WEST OF THE EAST FACE OF THE CURB.  0.7 FT
 DV1295'(0.21 METER) EAST OF THE FACE OF THE NORTHWEST DADO.  CEMENTED FLUSH
 DV1295'IN THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0297 ***********************************************************************
 FS0297  DESIGNATION -  1254+31.5
 FS0297  PID         -  FS0297
 FS0297  STATE/COUNTY-  AZ/MOHAVE
 FS0297  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0297
 FS0297                         *CURRENT SURVEY CONTROL
 FS0297  ___________________________________________________________________
 FS0297* NAD 83(1986)-  35 39 48.     (N)    114 27 05.     (W)     SCALED    
 FS0297* NAVD 88     -       769.644  (meters)    2525.07   (feet)  POSTED    
 FS0297  ___________________________________________________________________
 FS0297  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0297  DYNAMIC HT  -         768.800 (meters)    2522.30  (feet)  COMP
 FS0297  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 FS0297
 FS0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0297
 FS0297.The horizontal coordinates were scaled from a topographic map and have
 FS0297.an estimated accuracy of +/- 6 seconds.
 FS0297
 FS0297.The orthometric height was determined by differential leveling
 FS0297.and adjusted by the National Geodetic Survey in 1992..
 FS0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0297.rate of 0.0 thru 1.0 mm/km.
 FS0297
 FS0297.The geoid height was determined by GEOID03.
 FS0297
 FS0297.The dynamic height is computed by dividing the NAVD 88
 FS0297.geopotential number by the normal gravity value computed on the
 FS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0297.degrees latitude (g = 980.6199 gals.).
 FS0297
 FS0297.The modeled gravity was interpolated from observed gravity values.
 FS0297
 FS0297;                    North         East    Units  Estimated Accuracy
 FS0297;SPC AZ W     -   517,410.      149,860.      MT  (+/- 180 meters Scaled)
 FS0297
 FS0297                          SUPERSEDED SURVEY CONTROL
 FS0297
 FS0297  NGVD 29 (??/??/92)  768.935  (m)         2522.75   (f) ADJ UNCH    1 1
 FS0297
 FS0297.Superseded values are not recommended for survey control.
 FS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0297.See file dsdata.txt to determine how the superseded data were derived.
 FS0297
 FS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV306496(NAD 83)
 FS0297_MARKER: DD = SURVEY DISK
 FS0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0297_SP_SET: BRIDGE
 FS0297_STAMPING: 1254+31.5 2524.04 1940
 FS0297_MARK LOGO: AZHD  
 FS0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0297
 FS0297  HISTORY     - Date     Condition        Report By
 FS0297  HISTORY     - 1940     MONUMENTED       AZHD
 FS0297  HISTORY     - 1950     GOOD             NGS
 FS0297  HISTORY     - 1982     GOOD             NGS
 FS0297
 FS0297                          STATION DESCRIPTION
 FS0297
 FS0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0297'21.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0297'21.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0297'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A MULTIPLE-SPAN
 FS0297'CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP OF THE APPROXIMATE
 FS0297'CENTER OF THE NORTHEAST HEAD WALL, 15.9 FEET NORTHEAST OF THE
 FS0297'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0297'HIGHWAY.
 FS0297
 FS0297                          STATION RECOVERY (1982)
 FS0297
 FS0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0297'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0936 ***********************************************************************
 DU0936  DESIGNATION -  1258.13
 DU0936  PID         -  DU0936
 DU0936  STATE/COUNTY-  AZ/MARICOPA
 DU0936  USGS QUAD   -  MESA (1982)
 DU0936
 DU0936                         *CURRENT SURVEY CONTROL
 DU0936  ___________________________________________________________________
 DU0936* NAD 83(1986)-  33 29 01.     (N)    111 49 22.     (W)     SCALED    
 DU0936* NAVD 88     -       383.57   (+/-2cm)    1258.4    (feet)  VERTCON   
 DU0936  ___________________________________________________________________
 DU0936  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0936
 DU0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0936
 DU0936.The horizontal coordinates were scaled from a topographic map and have
 DU0936.an estimated accuracy of +/- 6 seconds.
 DU0936
 DU0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0936.The vertical order pertains to the NGVD 29 superseded value.
 DU0936
 DU0936.The geoid height was determined by GEOID03.
 DU0936
 DU0936;                    North         East    Units  Estimated Accuracy
 DU0936;SPC AZ C     -   275,390.      222,090.      MT  (+/- 180 meters Scaled)
 DU0936
 DU0936                          SUPERSEDED SURVEY CONTROL
 DU0936
 DU0936  NGVD 29 (??/??/92)  383.017  (m)         1256.61   (f) ADJ UNCH    2 0
 DU0936
 DU0936.Superseded values are not recommended for survey control.
 DU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0936.See file dsdata.txt to determine how the superseded data were derived.
 DU0936
 DU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC235052(NAD 83)
 DU0936_MARKER: P = PIPE CAP
 DU0936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0936_STAMPING: BM ELEV 1258.13 503+0000 1954
 DU0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0936
 DU0936  HISTORY     - Date     Condition        Report By
 DU0936  HISTORY     - 1954     MONUMENTED       BPR
 DU0936  HISTORY     - 1963     GOOD             NGS
 DU0936
 DU0936                          STATION DESCRIPTION
 DU0936
 DU0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0936'6.65 MI NE FROM SCOTTSDALE.
 DU0936'4.7 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0936'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 1.95 MILES
 DU0936'NORTHEAST ALONG STATE HIGHWAY 87 (BEELINE HIGHWAY), AT THE JUNCTION OF
 DU0936'A DIRT ROAD NORTH, 100 FEET NORTH OF THE CENTER OF THE HIGHWAY, 33
 DU0936'FEET EAST OF THE CENTER OF THE DIRT ROAD, 0.5 FOOT SOUTHEAST OF A
 DU0936'FENCE, ABOUT LEVEL WITH THE ROAD, AND IS A CAP ON A METAL PIPE,
 DU0936'SURROUNDED BY CONCRETE, AND PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0049 ***********************************************************************
 DU0049  DESIGNATION -  125+86
 DU0049  PID         -  DU0049
 DU0049  STATE/COUNTY-  AZ/GILA
 DU0049  USGS QUAD   -  CARRIZO (1978)
 DU0049
 DU0049                         *CURRENT SURVEY CONTROL
 DU0049  ___________________________________________________________________
 DU0049* NAD 83(1986)-  33 56 28.     (N)    110 20 02.     (W)     SCALED    
 DU0049* NAVD 88     -      1644.058  (meters)    5393.88   (feet)  ADJUSTED  
 DU0049  ___________________________________________________________________
 DU0049  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 DU0049  DYNAMIC HT  -        1641.695 (meters)    5386.13  (feet)  COMP
 DU0049  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 DU0049
 DU0049  VERT ORDER  -  FIRST     CLASS II
 DU0049
 DU0049.The horizontal coordinates were scaled from a topographic map and have
 DU0049.an estimated accuracy of +/- 6 seconds.
 DU0049
 DU0049.The orthometric height was determined by differential leveling
 DU0049.and adjusted by the National Geodetic Survey in June 1991..
 DU0049
 DU0049.The geoid height was determined by GEOID03.
 DU0049
 DU0049.The dynamic height is computed by dividing the NAVD 88
 DU0049.geopotential number by the normal gravity value computed on the
 DU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0049.degrees latitude (g = 980.6199 gals.).
 DU0049
 DU0049.The modeled gravity was interpolated from observed gravity values.
 DU0049
 DU0049;                    North         East    Units  Estimated Accuracy
 DU0049;SPC AZ E     -   326,140.      197,900.      MT  (+/- 180 meters Scaled)
 DU0049
 DU0049                          SUPERSEDED SURVEY CONTROL
 DU0049
 DU0049  NGVD 29 (??/??/92) 1643.287  (m)         5391.35   (f) ADJ UNCH    1 2
 DU0049
 DU0049.Superseded values are not recommended for survey control.
 DU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0049.See file dsdata.txt to determine how the superseded data were derived.
 DU0049
 DU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC615558(NAD 83)
 DU0049_MARKER: DD = SURVEY DISK
 DU0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0049_SP_SET: CULVERT
 DU0049_STAMPING: 125+86 5865.95
 DU0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0049
 DU0049  HISTORY     - Date     Condition        Report By
 DU0049  HISTORY     - UNK      MONUMENTED       AZHD
 DU0049  HISTORY     - 1960     GOOD             NGS
 DU0049  HISTORY     - 1979     GOOD             NGS
 DU0049
 DU0049                          STATION DESCRIPTION
 DU0049
 DU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0049'23.4 MI NE FROM SENECA.
 DU0049'ABOUT 23.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0049'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0049'1.1 MILES SOUTHWEST OF THE JUNCTION OF CIBECUE ROAD, IN THE CENTER OF
 DU0049'THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF A 24-INCH CULVERT, 21
 DU0049'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 DU0049'THE HIGHWAY.
 DU0049
 DU0049                          STATION RECOVERY (1979)
 DU0049
 DU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0049'17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0049'IN THE SALT RIVER CANYON, 0.4 MILE SOUTHWEST OF MILE POST 311, SET
 DU0049'IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 DU0049'21 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0049'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0049'COURTHOUSE IN GLOBE.
 DU0049'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1156 ***********************************************************************
 DV1156  DESIGNATION -  1258.74
 DV1156  PID         -  DV1156
 DV1156  STATE/COUNTY-  AZ/LA PAZ
 DV1156  USGS QUAD   -  BEAR HILLS (1990)
 DV1156
 DV1156                         *CURRENT SURVEY CONTROL
 DV1156  ___________________________________________________________________
 DV1156* NAD 83(1986)-  33 41 14.     (N)    113 54 48.     (W)     SCALED    
 DV1156* NAVD 88     -       384.63   (+/-2cm)    1261.9    (feet)  VERTCON   
 DV1156  ___________________________________________________________________
 DV1156  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1156
 DV1156  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1156
 DV1156.The horizontal coordinates were scaled from a topographic map and have
 DV1156.an estimated accuracy of +/- 6 seconds.
 DV1156
 DV1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1156.The vertical order pertains to the NGVD 29 superseded value.
 DV1156
 DV1156.The geoid height was determined by GEOID03.
 DV1156
 DV1156;                    North         East    Units  Estimated Accuracy
 DV1156;SPC AZ W     -   297,990.      198,220.      MT  (+/- 180 meters Scaled)
 DV1156
 DV1156                          SUPERSEDED SURVEY CONTROL
 DV1156
 DV1156  NGVD 29 (??/??/92)  383.961  (m)         1259.71   (f) ADJ UNCH    1 2
 DV1156
 DV1156.Superseded values are not recommended for survey control.
 DV1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1156.See file dsdata.txt to determine how the superseded data were derived.
 DV1156
 DV1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC299312(NAD 83)
 DV1156_MARKER: DD = SURVEY DISK
 DV1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1156_SP_SET: BRIDGE
 DV1156_STAMPING: 1258.74 2006+52.1
 DV1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1156
 DV1156  HISTORY     - Date     Condition        Report By
 DV1156  HISTORY     - UNK      MONUMENTED       AZHD
 DV1156  HISTORY     - 1934     GOOD             NGS
 DV1156  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1156
 DV1156                          STATION DESCRIPTION
 DV1156
 DV1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1156'19.2 MI E FROM QUARTZSITE.
 DV1156'19.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, ABOUT 19.2
 DV1156'MILES WEST OF SALOME, AT STATION 2006+52.1, AT A CONCRETE BRIDGE, AND
 DV1156'IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DV1156'DEPARTMENT STANDARD DISK, STAMPED 1258.74 2006+52.1.
 DV1156
 DV1156                          STATION RECOVERY (1981)
 DV1156
 DV1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1156'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1156'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0424 ***********************************************************************
 CY0424  DESIGNATION -  126
 CY0424  PID         -  CY0424
 CY0424  STATE/COUNTY-  AZ/COCHISE
 CY0424  USGS QUAD   -  RAILROAD PASS (1979)
 CY0424
 CY0424                         *CURRENT SURVEY CONTROL
 CY0424  ___________________________________________________________________
 CY0424* NAD 83(1986)-  32 20 41.     (N)    109 44 15.     (W)     SCALED    
 CY0424* NAVD 88     -      1331.06   (+/-2cm)    4367.0    (feet)  VERTCON   
 CY0424  ___________________________________________________________________
 CY0424  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0424
 CY0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0424
 CY0424.The horizontal coordinates were scaled from a topographic map and have
 CY0424.an estimated accuracy of +/- 6 seconds.
 CY0424
 CY0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0424.The vertical order pertains to the NGVD 29 superseded value.
 CY0424
 CY0424.The geoid height was determined by GEOID03.
 CY0424
 CY0424;                    North         East    Units  Estimated Accuracy
 CY0424;SPC AZ E     -   149,170.      253,760.      MT  (+/- 180 meters Scaled)
 CY0424
 CY0424                          SUPERSEDED SURVEY CONTROL
 CY0424
 CY0424  NGVD 29 (??/??/92) 1330.262  (m)         4364.37   (f) ADJ UNCH    1 2
 CY0424
 CY0424.Superseded values are not recommended for survey control.
 CY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0424.See file dsdata.txt to determine how the superseded data were derived.
 CY0424
 CY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA188793(NAD 83)
 CY0424_MARKER: DD = SURVEY DISK
 CY0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0424_SP_SET: CULVERT
 CY0424_STAMPING: 126 H 1907
 CY0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0424
 CY0424  HISTORY     - Date     Condition        Report By
 CY0424  HISTORY     - 1907     MONUMENTED       USGS
 CY0424  HISTORY     - 1952     GOOD             NGS
 CY0424
 CY0424                          STATION DESCRIPTION
 CY0424
 CY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0424'8.6 MI NE FROM WILLCOX.
 CY0424'8.6 MILES NE ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0424'STATION AT WILLCOX, 0.4 MILE EAST OF MILEPOLE NUMBER 1083, 0.2 MILE
 CY0424'EAST OF THE EAST END OF A CULVERT, 130.0 FEET NORTH OF THE NORTH RAIL,
 CY0424'29.0 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 5.0 FEET NORTH OF
 CY0424'A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 2.0 FEET LOWER
 CY0424'THAN THE TRACK, AND RIVETED TO A 3 1/2-INCH IRON PIPE ENCASED IN
 CY0424'CONCRETE PROJECTING 1.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0695 ***********************************************************************
 GP0695  DESIGNATION -  126 DOR
 GP0695  PID         -  GP0695
 GP0695  STATE/COUNTY-  AZ/NAVAJO
 GP0695  USGS QUAD   -  SHONTO NW (1980)
 GP0695
 GP0695                         *CURRENT SURVEY CONTROL
 GP0695  ___________________________________________________________________
 GP0695* NAD 83(1986)-  36 43 29.     (N)    110 38 12.     (W)     SCALED    
 GP0695* NAVD 88     -      2109.150  (meters)    6919.77   (feet)  ADJUSTED  
 GP0695  ___________________________________________________________________
 GP0695  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0695  DYNAMIC HT  -        2106.473 (meters)    6910.99  (feet)  COMP
 GP0695  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 GP0695
 GP0695  VERT ORDER  -  SECOND    CLASS 0
 GP0695
 GP0695.The horizontal coordinates were scaled from a topographic map and have
 GP0695.an estimated accuracy of +/- 6 seconds.
 GP0695
 GP0695.The orthometric height was determined by differential leveling
 GP0695.and adjusted by the National Geodetic Survey in June 1991..
 GP0695
 GP0695.The geoid height was determined by GEOID03.
 GP0695
 GP0695.The dynamic height is computed by dividing the NAVD 88
 GP0695.geopotential number by the normal gravity value computed on the
 GP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0695.degrees latitude (g = 980.6199 gals.).
 GP0695
 GP0695.The modeled gravity was interpolated from observed gravity values.
 GP0695
 GP0695;                    North         East    Units  Estimated Accuracy
 GP0695;SPC AZ E     -   635,030.      171,380.      MT  (+/- 180 meters Scaled)
 GP0695
 GP0695                          SUPERSEDED SURVEY CONTROL
 GP0695
 GP0695.No superseded survey control is available for this station.
 GP0695
 GP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF324643(NAD 83)
 GP0695_MARKER: DB = BENCH MARK DISK
 GP0695_SETTING: 66 = SET IN ROCK OUTCROP
 GP0695_SP_SET: ROCK OUTCROP
 GP0695_STAMPING: 126 DOR 1969 6916
 GP0695_MARK LOGO: USGS  
 GP0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0695+STABILITY: POSITION/ELEVATION WELL
 GP0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0695+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0695
 GP0695  HISTORY     - Date     Condition        Report By
 GP0695  HISTORY     - 1969     MONUMENTED       USGS
 GP0695
 GP0695                          STATION DESCRIPTION
 GP0695
 GP0695'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0695'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0695'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0695'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0695'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 9.3 MILES NORTHWEST
 GP0695'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 50 FEET NORTHWEST
 GP0695'AND 7 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS, IN A LARGE
 GP0695'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1711 ***********************************************************************
 DU1711  DESIGNATION -  1262 1
 DU1711  PID         -  DU1711
 DU1711  STATE/COUNTY-  AZ/MARICOPA
 DU1711  USGS QUAD   -  TEMPE (1982)
 DU1711
 DU1711                         *CURRENT SURVEY CONTROL
 DU1711  ___________________________________________________________________
 DU1711* NAD 83(1986)-  33 22 38.     (N)    111 58 00.     (W)     SCALED    
 DU1711* NAVD 88     -       370.665  (meters)    1216.09   (feet)  ADJUSTED  
 DU1711  ___________________________________________________________________
 DU1711  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1711  DYNAMIC HT  -         370.238 (meters)    1214.69  (feet)  COMP
 DU1711  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DU1711
 DU1711  VERT ORDER  -  SECOND    CLASS I
 DU1711
 DU1711.The horizontal coordinates were scaled from a topographic map and have
 DU1711.an estimated accuracy of +/- 6 seconds.
 DU1711
 DU1711.The orthometric height was determined by differential leveling
 DU1711.and adjusted by the National Geodetic Survey in November 1993..
 DU1711
 DU1711.The geoid height was determined by GEOID03.
 DU1711
 DU1711.The dynamic height is computed by dividing the NAVD 88
 DU1711.geopotential number by the normal gravity value computed on the
 DU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1711.degrees latitude (g = 980.6199 gals.).
 DU1711
 DU1711.The modeled gravity was interpolated from observed gravity values.
 DU1711
 DU1711;                    North         East    Units  Estimated Accuracy
 DU1711;SPC AZ C     -   263,590.      208,710.      MT  (+/- 180 meters Scaled)
 DU1711
 DU1711                          SUPERSEDED SURVEY CONTROL
 DU1711
 DU1711.No superseded survey control is available for this station.
 DU1711
 DU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100935(NAD 83)
 DU1711_MARKER: DB = BENCH MARK DISK
 DU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1711_SP_SET: CONCRETE POST
 DU1711_STAMPING: 1262-1
 DU1711_MARK LOGO: AZDT  
 DU1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1711+STABILITY: SURFACE MOTION
 DU1711
 DU1711  HISTORY     - Date     Condition        Report By
 DU1711  HISTORY     - 1981     MONUMENTED       AZDT
 DU1711
 DU1711                          STATION DESCRIPTION
 DU1711
 DU1711'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1711'IN TEMPE.
 DU1711'IN TEMPE, 1 MI (1.61 KM) SOUTH AND APPROXIMATLY 2.3 MI (3.70 KM) WEST
 DU1711'OF THE INTERSECTION OF RURAL ROAD AND SOUTHERN AVENUE, AT THE
 DU1711'SOUTHEAST CORNER OF THE INTERSECTION OF INTERSTATE 10 AND BASELINE
 DU1711'ROAD, 60 FT (18.28 METERS) EAST OF THE NORTH BOUND ACCESS ROAD TO
 DU1711'BASELINE, 12 FT (3.66 METERS) SOUTH OF THE SOUTH EDGE OF BASELINE
 DU1711'ROAD, 3.5 FT (1.06 METERS) NORTH OF A R/W ANGLE IRON (STENCILED POT
 DU1711'559+25.23), A STANDARD AZDT BRASS CAP SET IN 8-INCH CONCRETE MONUMENT
 DU1711'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1706 ***********************************************************************
 DU1706  DESIGNATION -  1262 2
 DU1706  PID         -  DU1706
 DU1706  STATE/COUNTY-  AZ/MARICOPA
 DU1706  USGS QUAD   -  TEMPE (1982)
 DU1706
 DU1706                         *CURRENT SURVEY CONTROL
 DU1706  ___________________________________________________________________
 DU1706* NAD 83(1986)-  33 23 34.     (N)    111 57 39.     (W)     SCALED    
 DU1706* NAVD 88     -       355.250  (meters)    1165.52   (feet)  ADJUSTED  
 DU1706  ___________________________________________________________________
 DU1706  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1706  DYNAMIC HT  -         354.841 (meters)    1164.17  (feet)  COMP
 DU1706  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DU1706
 DU1706  VERT ORDER  -  SECOND    CLASS I
 DU1706
 DU1706.The horizontal coordinates were scaled from a topographic map and have
 DU1706.an estimated accuracy of +/- 6 seconds.
 DU1706
 DU1706.The orthometric height was determined by differential leveling
 DU1706.and adjusted by the National Geodetic Survey in November 1993..
 DU1706
 DU1706.The geoid height was determined by GEOID03.
 DU1706
 DU1706.The dynamic height is computed by dividing the NAVD 88
 DU1706.geopotential number by the normal gravity value computed on the
 DU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1706.degrees latitude (g = 980.6199 gals.).
 DU1706
 DU1706.The modeled gravity was interpolated from observed gravity values.
 DU1706
 DU1706;                    North         East    Units  Estimated Accuracy
 DU1706;SPC AZ C     -   265,310.      209,250.      MT  (+/- 180 meters Scaled)
 DU1706
 DU1706                          SUPERSEDED SURVEY CONTROL
 DU1706
 DU1706.No superseded survey control is available for this station.
 DU1706
 DU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106952(NAD 83)
 DU1706_MARKER: DB = BENCH MARK DISK
 DU1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1706_SP_SET: CONCRETE CURB
 DU1706_STAMPING: 1262-2
 DU1706_MARK LOGO: AZDT  
 DU1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1706+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DU1706
 DU1706  HISTORY     - Date     Condition        Report By
 DU1706  HISTORY     - UNK      MONUMENTED       AZDT
 DU1706  HISTORY     - 1981     GOOD             AZDT
 DU1706  HISTORY     - 20040325 GOOD             USPSQD
 DU1706
 DU1706                          STATION DESCRIPTION
 DU1706
 DU1706'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1706'IN TEMPE.
 DU1706'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1706'TO THE INTERSECTION OF PRIEST DRIVE TO THE MARK IN THE SOUTHEAST
 DU1706'CORNER OF THE INTERSECTION, 4 FT (1.22 METERS) WEST OF THE EAST END OF
 DU1706'CURB RADIUS, 12 FT (3.66 METERS) EAST OF THE EAST END OF A SRVWUA
 DU1706'STONE BOX 4 FT (1.22 METERS) HIGH, 11 FT (3.35 METERS) NORTH OF A WIRE
 DU1706'MESH FENCE, A STANDARD AZDT BRASS CAP EXPOXIED ON THE TOP OF CURB.
 DU1706
 DU1706                          STATION RECOVERY (2004)
 DU1706
 DU1706'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1706'RECOVERED  NOT AS DESCRIBED. THIS IS A LARGE INTERSECTION. THE MARK
 DU1706'HAS APSALT OVER IT. THE NUMBER DU1706 IS PAINTED IN LARGE WHITE
 DU1706'LETTERS ON TOP. USING GPS FOUND THE MARK. LOOKS LIKE A REPLACEMENT
 DU1706'WILL BE HAPPENING SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1398 ***********************************************************************
 DU1398  DESIGNATION -  1262 25
 DU1398  PID         -  DU1398
 DU1398  STATE/COUNTY-  AZ/MARICOPA
 DU1398  USGS QUAD   -  BUCKHORN (1982)
 DU1398
 DU1398                         *CURRENT SURVEY CONTROL
 DU1398  ___________________________________________________________________
 DU1398* NAD 83(1986)-  33 24 42.     (N)    111 41 02.     (W)     SCALED    
 DU1398* NAVD 88     -       428.17   (+/-2cm)    1404.8    (feet)  VERTCON   
 DU1398  ___________________________________________________________________
 DU1398  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1398
 DU1398  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1398
 DU1398.The horizontal coordinates were scaled from a topographic map and have
 DU1398.an estimated accuracy of +/- 6 seconds.
 DU1398
 DU1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1398.The vertical order pertains to the NGVD 29 superseded value.
 DU1398
 DU1398.The geoid height was determined by GEOID03.
 DU1398
 DU1398;                    North         East    Units  Estimated Accuracy
 DU1398;SPC AZ C     -   267,430.      235,010.      MT  (+/- 180 meters Scaled)
 DU1398
 DU1398                          SUPERSEDED SURVEY CONTROL
 DU1398
 DU1398  NGVD 29 (??/??/92)  427.640  (m)         1403.02   (f) ADJ UNCH    1 1
 DU1398
 DU1398.Superseded values are not recommended for survey control.
 DU1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1398.See file dsdata.txt to determine how the superseded data were derived.
 DU1398
 DU1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364971(NAD 83)
 DU1398_MARKER: DD = SURVEY DISK
 DU1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1398_SP_SET: BRIDGE
 DU1398_STAMPING: 1262-25
 DU1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1398
 DU1398  HISTORY     - Date     Condition        Report By
 DU1398  HISTORY     - UNK      MONUMENTED       AZDT
 DU1398  HISTORY     - 1975     GOOD             NGS
 DU1398
 DU1398                          STATION DESCRIPTION
 DU1398
 DU1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1398'8.91 MI E FROM MESA.
 DU1398'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1398'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.21
 DU1398'MILES AND STATION ON THE LEFT (EAST).  THE MARK IS CEMENTED TO A
 DU1398'BRIDGE HEADWALL ABOUT 1 FOOT WEST OF THE EAST END OF THE SOUTH
 DU1398'HEADWALL AND ABOUT 1 FOOT ABOVE THE BRIDGE DECK.  THE BRIDGE RUN EAST
 DU1398'TO A MARKET AND IS OPPOSIT AND EAST OF E. ASPEN AVENUE.  SECTION 19, T
 DU1398'1N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1397 ***********************************************************************
 DU1397  DESIGNATION -  1262 26
 DU1397  PID         -  DU1397
 DU1397  STATE/COUNTY-  AZ/MARICOPA
 DU1397  USGS QUAD   -  BUCKHORN (1982)
 DU1397
 DU1397                         *CURRENT SURVEY CONTROL
 DU1397  ___________________________________________________________________
 DU1397* NAD 83(1986)-  33 24 48.     (N)    111 41 02.     (W)     SCALED    
 DU1397* NAVD 88     -       429.45   (+/-2cm)    1409.0    (feet)  VERTCON   
 DU1397  ___________________________________________________________________
 DU1397  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1397
 DU1397  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1397
 DU1397.The horizontal coordinates were scaled from a topographic map and have
 DU1397.an estimated accuracy of +/- 6 seconds.
 DU1397
 DU1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1397.The vertical order pertains to the NGVD 29 superseded value.
 DU1397
 DU1397.The geoid height was determined by GEOID03.
 DU1397
 DU1397;                    North         East    Units  Estimated Accuracy
 DU1397;SPC AZ C     -   267,610.      235,010.      MT  (+/- 180 meters Scaled)
 DU1397
 DU1397                          SUPERSEDED SURVEY CONTROL
 DU1397
 DU1397  NGVD 29 (??/??/92)  428.918  (m)         1407.21   (f) ADJ UNCH    1 1
 DU1397
 DU1397.Superseded values are not recommended for survey control.
 DU1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1397.See file dsdata.txt to determine how the superseded data were derived.
 DU1397
 DU1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364973(NAD 83)
 DU1397_MARKER: DD = SURVEY DISK
 DU1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1397_SP_SET: BRIDGE
 DU1397_STAMPING: P M BM 1262-26
 DU1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1397
 DU1397  HISTORY     - Date     Condition        Report By
 DU1397  HISTORY     - UNK      MONUMENTED       AZDT
 DU1397  HISTORY     - 1975     GOOD             NGS
 DU1397
 DU1397                          STATION DESCRIPTION
 DU1397
 DU1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1397'8.81 MI E FROM MESA.
 DU1397'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1397'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.11
 DU1397'MILES AND STATION ON THE LEFT (EAST).  THE MARK IS CEMENTED IN A
 DU1397'BRIDGE HEADWALL 1 FOOT WEST OF THE EAST END OF THE SOUTH BRIDGE
 DU1397'HEADWALL OF A ROAD LEADING EAST TO A MARKET AND IS 15 FEET NORTH OF
 DU1397'THE EXTENSION OF THE NORTH FENCE OF THE APACHE SUBSTATION THAT IS
 DU1397'LOCATED ACROSS POWERS ROAD.  SECTION 19, T 1N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1377 ***********************************************************************
 DU1377  DESIGNATION -  1262 27
 DU1377  PID         -  DU1377
 DU1377  STATE/COUNTY-  AZ/MARICOPA
 DU1377  USGS QUAD   -  BUCKHORN (1982)
 DU1377
 DU1377                         *CURRENT SURVEY CONTROL
 DU1377  ___________________________________________________________________
 DU1377* NAD 83(1986)-  33 27 14.     (N)    111 41 02.     (W)     SCALED    
 DU1377* NAVD 88     -       466.45   (+/-2cm)    1530.3    (feet)  VERTCON   
 DU1377  ___________________________________________________________________
 DU1377  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1377
 DU1377  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1377
 DU1377.The horizontal coordinates were scaled from a topographic map and have
 DU1377.an estimated accuracy of +/- 6 seconds.
 DU1377
 DU1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1377.The vertical order pertains to the NGVD 29 superseded value.
 DU1377
 DU1377.The geoid height was determined by GEOID03.
 DU1377
 DU1377;                    North         East    Units  Estimated Accuracy
 DU1377;SPC AZ C     -   272,110.      235,000.      MT  (+/- 180 meters Scaled)
 DU1377
 DU1377                          SUPERSEDED SURVEY CONTROL
 DU1377
 DU1377  NGVD 29 (??/??/92)  465.884  (m)         1528.49   (f) ADJ UNCH    1 1
 DU1377
 DU1377.Superseded values are not recommended for survey control.
 DU1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1377.See file dsdata.txt to determine how the superseded data were derived.
 DU1377
 DU1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364018(NAD 83)
 DU1377_MARKER: DD = SURVEY DISK
 DU1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1377_SP_SET: CULVERT
 DU1377_STAMPING: 1262-27
 DU1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1377
 DU1377  HISTORY     - Date     Condition        Report By
 DU1377  HISTORY     - UNK      MONUMENTED       AZDT
 DU1377  HISTORY     - 1975     GOOD             NGS
 DU1377  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1377
 DU1377                          STATION DESCRIPTION
 DU1377
 DU1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1377'11.37 MI NW FROM MESA.
 DU1377'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1377'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1377'HIGHWAY TO MCKELLIPS RD., CONTINUE NORTH ALONG BUSH HIGHWAY FOR 0.17
 DU1377'MILE AND THE STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE TOP
 DU1377'AND CENTER OF A CULVERT HEADWALL ABOUT 25 FEET EAST OF THE HIGHWAY AND
 DU1377'A LITTLE BELOW.  SECTION 1, T 1N, R 6E.
 DU1377
 DU1377                          STATION RECOVERY (2006)
 DU1377
 DU1377'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1377'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1377'IS COMPLETELY DIFFERENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1374 ***********************************************************************
 DU1374  DESIGNATION -  1262 27 1
 DU1374  PID         -  DU1374
 DU1374  STATE/COUNTY-  AZ/MARICOPA
 DU1374  USGS QUAD   -  BUCKHORN (1982)
 DU1374
 DU1374                         *CURRENT SURVEY CONTROL
 DU1374  ___________________________________________________________________
 DU1374* NAD 83(1986)-  33 27 39.     (N)    111 41 02.     (W)     SCALED    
 DU1374* NAVD 88     -       470.48   (+/-2cm)    1543.6    (feet)  VERTCON   
 DU1374  ___________________________________________________________________
 DU1374  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1374
 DU1374  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1374
 DU1374.The horizontal coordinates were scaled from a topographic map and have
 DU1374.an estimated accuracy of +/- 6 seconds.
 DU1374
 DU1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1374.The vertical order pertains to the NGVD 29 superseded value.
 DU1374
 DU1374.The geoid height was determined by GEOID03.
 DU1374
 DU1374;                    North         East    Units  Estimated Accuracy
 DU1374;SPC AZ C     -   272,880.      235,000.      MT  (+/- 180 meters Scaled)
 DU1374
 DU1374                          SUPERSEDED SURVEY CONTROL
 DU1374
 DU1374  NGVD 29 (??/??/92)  469.907  (m)         1541.69   (f) ADJ UNCH    1 1
 DU1374
 DU1374.Superseded values are not recommended for survey control.
 DU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1374.See file dsdata.txt to determine how the superseded data were derived.
 DU1374
 DU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364025(NAD 83)
 DU1374_MARKER: DD = SURVEY DISK
 DU1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1374_SP_SET: CULVERT
 DU1374_STAMPING: 1262-27-1
 DU1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1374
 DU1374  HISTORY     - Date     Condition        Report By
 DU1374  HISTORY     - UNK      MONUMENTED       AZDT
 DU1374  HISTORY     - 1975     GOOD             NGS
 DU1374  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1374
 DU1374                          STATION DESCRIPTION
 DU1374
 DU1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1374'11.83 MI NE FROM MESA.
 DU1374'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1374'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 3.13 MILES NORTH ALONG BUSH
 DU1374'HIGHWAY TO THE STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE
 DU1374'TOP CENTER OF A CULVERT HEADWALL 25 FEET EAST OF THE HIGHWAY
 DU1374'CENTERLINE AND A LITTLE BELOW.  SECTION 1, T 1N, R 6E.
 DU1374
 DU1374                          STATION RECOVERY (2006)
 DU1374
 DU1374'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1374'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1374'IS COMPLETELY DIFFERENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1373 ***********************************************************************
 DU1373  DESIGNATION -  1262 27 2
 DU1373  PID         -  DU1373
 DU1373  STATE/COUNTY-  AZ/MARICOPA
 DU1373  USGS QUAD   -  BUCKHORN (1982)
 DU1373
 DU1373                         *CURRENT SURVEY CONTROL
 DU1373  ___________________________________________________________________
 DU1373* NAD 83(1986)-  33 27 54.     (N)    111 41 02.     (W)     SCALED    
 DU1373* NAVD 88     -       473.85   (+/-2cm)    1554.6    (feet)  VERTCON   
 DU1373  ___________________________________________________________________
 DU1373  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1373
 DU1373  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1373
 DU1373.The horizontal coordinates were scaled from a topographic map and have
 DU1373.an estimated accuracy of +/- 6 seconds.
 DU1373
 DU1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1373.The vertical order pertains to the NGVD 29 superseded value.
 DU1373
 DU1373.The geoid height was determined by GEOID03.
 DU1373
 DU1373;                    North         East    Units  Estimated Accuracy
 DU1373;SPC AZ C     -   273,340.      235,000.      MT  (+/- 180 meters Scaled)
 DU1373
 DU1373                          SUPERSEDED SURVEY CONTROL
 DU1373
 DU1373  NGVD 29 (??/??/92)  473.279  (m)         1552.75   (f) ADJ UNCH    1 1
 DU1373
 DU1373.Superseded values are not recommended for survey control.
 DU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1373.See file dsdata.txt to determine how the superseded data were derived.
 DU1373
 DU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364030(NAD 83)
 DU1373_MARKER: DD = SURVEY DISK
 DU1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1373_SP_SET: CULVERT
 DU1373_STAMPING: 1262-27-2
 DU1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1373
 DU1373  HISTORY     - Date     Condition        Report By
 DU1373  HISTORY     - UNK      MONUMENTED       AZDT
 DU1373  HISTORY     - 1975     GOOD             NGS
 DU1373  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1373
 DU1373                          STATION DESCRIPTION
 DU1373
 DU1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1373'12.13 MI NE FROM MESA.
 DU1373'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1373'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 3.43 MILES NORTH ALONG BUSH
 DU1373'HIGHWAY TO STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE TOP
 DU1373'CENTER OF A CULVERT HEADWALL 25 FEET EAST AND A LITTLE BELOW THE
 DU1373'HIGHWAY CENTERLINE AND ABOUT 0.07 MILES SOUTH OF THE INTERSECTION OF
 DU1373'MCDOWELL RD. AND BUSH HIGHWAY.  SECTION 1, T 1N, R 6E.
 DU1373
 DU1373                          STATION RECOVERY (2006)
 DU1373
 DU1373'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1373'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1373'IS COMPLETELY DIFFERENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1371 ***********************************************************************
 DU1371  DESIGNATION -  1262 28
 DU1371  PID         -  DU1371
 DU1371  STATE/COUNTY-  AZ/MARICOPA
 DU1371  USGS QUAD   -  BUCKHORN (1982)
 DU1371
 DU1371                         *CURRENT SURVEY CONTROL
 DU1371  ___________________________________________________________________
 DU1371* NAD 83(1986)-  33 28 12.     (N)    111 41 02.     (W)     SCALED    
 DU1371* NAVD 88     -       475.61   (+/-2cm)    1560.4    (feet)  VERTCON   
 DU1371  ___________________________________________________________________
 DU1371  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1371
 DU1371  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1371
 DU1371.The horizontal coordinates were scaled from a topographic map and have
 DU1371.an estimated accuracy of +/- 6 seconds.
 DU1371
 DU1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1371.The vertical order pertains to the NGVD 29 superseded value.
 DU1371
 DU1371.The geoid height was determined by GEOID03.
 DU1371
 DU1371;                    North         East    Units  Estimated Accuracy
 DU1371;SPC AZ C     -   273,900.      235,000.      MT  (+/- 180 meters Scaled)
 DU1371
 DU1371                          SUPERSEDED SURVEY CONTROL
 DU1371
 DU1371  NGVD 29 (??/??/92)  475.032  (m)         1558.50   (f) ADJ UNCH    1 1
 DU1371
 DU1371.Superseded values are not recommended for survey control.
 DU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1371.See file dsdata.txt to determine how the superseded data were derived.
 DU1371
 DU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364036(NAD 83)
 DU1371_MARKER: DD = SURVEY DISK
 DU1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1371_SP_SET: CULVERT
 DU1371_STAMPING: 1262-28
 DU1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1371
 DU1371  HISTORY     - Date     Condition        Report By
 DU1371  HISTORY     - UNK      MONUMENTED       AZDT
 DU1371  HISTORY     - 1975     GOOD             NGS
 DU1371
 DU1371                          STATION DESCRIPTION
 DU1371
 DU1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1371'12.35 MI NE FROM MESA.
 DU1371'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1371'MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 3.4 MILES TO
 DU1371'MCDOWELL RD., CONTINUE NORTH ON BUSH HIGHWAY FOR 0.25 MILES TO STATION
 DU1371'ON THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1371'CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY
 DU1371'CENTERLINE.  SECTION 31, T2N, R7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1370 ***********************************************************************
 DU1370  DESIGNATION -  1262 29
 DU1370  PID         -  DU1370
 DU1370  STATE/COUNTY-  AZ/MARICOPA
 DU1370  USGS QUAD   -  BUCKHORN (1982)
 DU1370
 DU1370                         *CURRENT SURVEY CONTROL
 DU1370  ___________________________________________________________________
 DU1370* NAD 83(1986)-  33 28 18.     (N)    111 41 02.     (W)     SCALED    
 DU1370* NAVD 88     -       476.45   (+/-2cm)    1563.2    (feet)  VERTCON   
 DU1370  ___________________________________________________________________
 DU1370  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1370
 DU1370  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1370
 DU1370.The horizontal coordinates were scaled from a topographic map and have
 DU1370.an estimated accuracy of +/- 6 seconds.
 DU1370
 DU1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1370.The vertical order pertains to the NGVD 29 superseded value.
 DU1370
 DU1370.The geoid height was determined by GEOID03.
 DU1370
 DU1370;                    North         East    Units  Estimated Accuracy
 DU1370;SPC AZ C     -   274,080.      235,000.      MT  (+/- 180 meters Scaled)
 DU1370
 DU1370                          SUPERSEDED SURVEY CONTROL
 DU1370
 DU1370  NGVD 29 (??/??/92)  475.879  (m)         1561.28   (f) ADJ UNCH    1 1
 DU1370
 DU1370.Superseded values are not recommended for survey control.
 DU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1370.See file dsdata.txt to determine how the superseded data were derived.
 DU1370
 DU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364037(NAD 83)
 DU1370_MARKER: DD = SURVEY DISK
 DU1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1370_SP_SET: CULVERT
 DU1370_STAMPING: 1262-29
 DU1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1370
 DU1370  HISTORY     - Date     Condition        Report By
 DU1370  HISTORY     - UNK      MONUMENTED       AZDT
 DU1370  HISTORY     - 1975     GOOD             NGS
 DU1370
 DU1370                          STATION DESCRIPTION
 DU1370
 DU1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1370'12.55 MI NE FROM MESA.
 DU1370'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1370'MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 3.4 MILES TO
 DU1370'MCDOWELL RD., CONTINUE NORTH ON BUSH HIGHWAY FOR 0.45 MILES TO STATION
 DU1370'ON THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1370'CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY
 DU1370'CENTERLINE.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1705 ***********************************************************************
 DU1705  DESIGNATION -  1262 3
 DU1705  PID         -  DU1705
 DU1705  STATE/COUNTY-  AZ/MARICOPA
 DU1705  USGS QUAD   -  TEMPE (1982)
 DU1705
 DU1705                         *CURRENT SURVEY CONTROL
 DU1705  ___________________________________________________________________
 DU1705* NAD 83(1986)-  33 23 24.     (N)    111 57 18.     (W)     SCALED    
 DU1705* NAVD 88     -       355.134  (meters)    1165.14   (feet)  ADJUSTED  
 DU1705  ___________________________________________________________________
 DU1705  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1705  DYNAMIC HT  -         354.725 (meters)    1163.79  (feet)  COMP
 DU1705  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DU1705
 DU1705  VERT ORDER  -  SECOND    CLASS I
 DU1705
 DU1705.The horizontal coordinates were scaled from a topographic map and have
 DU1705.an estimated accuracy of +/- 6 seconds.
 DU1705
 DU1705.The orthometric height was determined by differential leveling
 DU1705.and adjusted by the National Geodetic Survey in January 1998..
 DU1705
 DU1705.The geoid height was determined by GEOID03.
 DU1705
 DU1705.The dynamic height is computed by dividing the NAVD 88
 DU1705.geopotential number by the normal gravity value computed on the
 DU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1705.degrees latitude (g = 980.6199 gals.).
 DU1705
 DU1705.The modeled gravity was interpolated from observed gravity values.
 DU1705
 DU1705;                    North         East    Units  Estimated Accuracy
 DU1705;SPC AZ C     -   265,000.      209,790.      MT  (+/- 180 meters Scaled)
 DU1705
 DU1705                          SUPERSEDED SURVEY CONTROL
 DU1705
 DU1705  NAVD 88 (11/29/93)  355.133  (m)         1165.13   (f) UNKNOWN     2 1
 DU1705
 DU1705.Superseded values are not recommended for survey control.
 DU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1705.See file dsdata.txt to determine how the superseded data were derived.
 DU1705
 DU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111949(NAD 83)
 DU1705_MARKER: DB = BENCH MARK DISK
 DU1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1705_SP_SET: STREET CURB
 DU1705_STAMPING: 1262-3
 DU1705_MARK LOGO: AZDT  
 DU1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1705
 DU1705  HISTORY     - Date     Condition        Report By
 DU1705  HISTORY     - UNK      MONUMENTED       AZDT
 DU1705  HISTORY     - 1981     GOOD             AZDT
 DU1705
 DU1705                          STATION DESCRIPTION
 DU1705
 DU1705'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1705'IN TEMPE.
 DU1705'IN TEMPE, 3.5 MI (5.64 KM) WEST OF THE INTERSECTION OF SOUTHERN AND
 DU1705'RURAL ROADS, ON THE CURB, 33 FT (53.11 METERS) SOUTH OF THE CENTERLINE
 DU1705'OF SOUTHERN AVENUE, OPPOSITE THE CENTERLINE OF A NORTH-SOUTH SIDEWALK
 DU1705'LEADING TO THE MOST EASTERLY OF A GROUP OF HOUSES, A STANDARD AZDT
 DU1705'BRASS CAP EPOXIED ON CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1703 ***********************************************************************
 DU1703  DESIGNATION -  1262 3 1
 DU1703  PID         -  DU1703
 DU1703  STATE/COUNTY-  AZ/MARICOPA
 DU1703  USGS QUAD   -  TEMPE (1982)
 DU1703
 DU1703                         *CURRENT SURVEY CONTROL
 DU1703  ___________________________________________________________________
 DU1703* NAD 83(1986)-  33 23 34.     (N)    111 57 04.     (W)     SCALED    
 DU1703* NAVD 88     -       355.156  (meters)    1165.21   (feet)  ADJUSTED  
 DU1703  ___________________________________________________________________
 DU1703  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1703  DYNAMIC HT  -         354.747 (meters)    1163.87  (feet)  COMP
 DU1703  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DU1703
 DU1703  VERT ORDER  -  SECOND    CLASS I
 DU1703
 DU1703.The horizontal coordinates were scaled from a topographic map and have
 DU1703.an estimated accuracy of +/- 6 seconds.
 DU1703
 DU1703.The orthometric height was determined by differential leveling
 DU1703.and adjusted by the National Geodetic Survey in January 1998..
 DU1703
 DU1703.The geoid height was determined by GEOID03.
 DU1703
 DU1703.The dynamic height is computed by dividing the NAVD 88
 DU1703.geopotential number by the normal gravity value computed on the
 DU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1703.degrees latitude (g = 980.6199 gals.).
 DU1703
 DU1703.The modeled gravity was interpolated from observed gravity values.
 DU1703
 DU1703;                    North         East    Units  Estimated Accuracy
 DU1703;SPC AZ C     -   265,310.      210,160.      MT  (+/- 180 meters Scaled)
 DU1703
 DU1703                          SUPERSEDED SURVEY CONTROL
 DU1703
 DU1703  NAVD 88 (11/29/93)  355.154  (m)         1165.20   (f) UNKNOWN     2 1
 DU1703
 DU1703.Superseded values are not recommended for survey control.
 DU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1703.See file dsdata.txt to determine how the superseded data were derived.
 DU1703
 DU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB115952(NAD 83)
 DU1703_MARKER: DD = SURVEY DISK
 DU1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1703_SP_SET: CONCRETE POST
 DU1703_STAMPING: PM BM 1262-3-1
 DU1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1703+STABILITY: SURFACE MOTION
 DU1703
 DU1703  HISTORY     - Date     Condition        Report By
 DU1703  HISTORY     - UNK      MONUMENTED       AZ0490
 DU1703  HISTORY     - 1981     GOOD             AZDT
 DU1703
 DU1703                          STATION DESCRIPTION
 DU1703
 DU1703'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1703'IN TEMPE.
 DU1703'IN TEMPE, 1.5 MI (2.41 KM) WEST ALONG SOUTHERN AVENUE FROM THE
 DU1703'INTERSECTION OF RURAL ROAD TO THE INTERSECTION OF HARDY ROAD AND TO
 DU1703'THE MARK IN THE CENTER OF THE INTERSECTION, 40 FT (12.19 METERS) EAST
 DU1703'OF MARICOPA COUNTY ONE QUARTER CORNER N 1/4 33, A CITY OF TEMPE BRASS
 DU1703'CAP SET FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1369 ***********************************************************************
 DU1369  DESIGNATION -  1262 30
 DU1369  PID         -  DU1369
 DU1369  STATE/COUNTY-  AZ/MARICOPA
 DU1369  USGS QUAD   -  BUCKHORN (1982)
 DU1369
 DU1369                         *CURRENT SURVEY CONTROL
 DU1369  ___________________________________________________________________
 DU1369* NAD 83(1986)-  33 28 24.     (N)    111 41 02.     (W)     SCALED    
 DU1369* NAVD 88     -       478.22   (+/-2cm)    1569.0    (feet)  VERTCON   
 DU1369  ___________________________________________________________________
 DU1369  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1369
 DU1369  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1369
 DU1369.The horizontal coordinates were scaled from a topographic map and have
 DU1369.an estimated accuracy of +/- 6 seconds.
 DU1369
 DU1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1369.The vertical order pertains to the NGVD 29 superseded value.
 DU1369
 DU1369.The geoid height was determined by GEOID03.
 DU1369
 DU1369;                    North         East    Units  Estimated Accuracy
 DU1369;SPC AZ C     -   274,270.      235,000.      MT  (+/- 180 meters Scaled)
 DU1369
 DU1369                          SUPERSEDED SURVEY CONTROL
 DU1369
 DU1369  NGVD 29 (??/??/92)  477.642  (m)         1567.06   (f) ADJ UNCH    1 1
 DU1369
 DU1369.Superseded values are not recommended for survey control.
 DU1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1369.See file dsdata.txt to determine how the superseded data were derived.
 DU1369
 DU1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364039(NAD 83)
 DU1369_MARKER: DD = SURVEY DISK
 DU1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1369_SP_SET: CULVERT
 DU1369_STAMPING: 1262-30
 DU1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1369
 DU1369  HISTORY     - Date     Condition        Report By
 DU1369  HISTORY     - UNK      MONUMENTED       AZDT
 DU1369  HISTORY     - 1975     GOOD             NGS
 DU1369
 DU1369                          STATION DESCRIPTION
 DU1369
 DU1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1369'12.65 MI NE FROM MESA.
 DU1369'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1369'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1369'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.55 MILES AND TO THE STATION ON
 DU1369'THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1369'CULVERT HEADWALL ABOUT 260 FEET SOUTH OF W1/4 31, T2N, R7E, 25 FEET
 DU1369'EAST OF AND A LITTLE BELOW THE HIGHWAY CENTERLINE. SECTION 31, T 2N, R
 DU1369'7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1367 ***********************************************************************
 DU1367  DESIGNATION -  1262 31
 DU1367  PID         -  DU1367
 DU1367  STATE/COUNTY-  AZ/MARICOPA
 DU1367  USGS QUAD   -  BUCKHORN (1982)
 DU1367
 DU1367                         *CURRENT SURVEY CONTROL
 DU1367  ___________________________________________________________________
 DU1367* NAD 83(1986)-  33 28 36.     (N)    111 41 02.     (W)     SCALED    
 DU1367* NAVD 88     -       478.39   (+/-2cm)    1569.5    (feet)  VERTCON   
 DU1367  ___________________________________________________________________
 DU1367  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1367
 DU1367  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1367
 DU1367.The horizontal coordinates were scaled from a topographic map and have
 DU1367.an estimated accuracy of +/- 6 seconds.
 DU1367
 DU1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1367.The vertical order pertains to the NGVD 29 superseded value.
 DU1367
 DU1367.The geoid height was determined by GEOID03.
 DU1367
 DU1367;                    North         East    Units  Estimated Accuracy
 DU1367;SPC AZ C     -   274,640.      234,990.      MT  (+/- 180 meters Scaled)
 DU1367
 DU1367                          SUPERSEDED SURVEY CONTROL
 DU1367
 DU1367  NGVD 29 (??/??/92)  477.814  (m)         1567.63   (f) ADJ UNCH    1 1
 DU1367
 DU1367.Superseded values are not recommended for survey control.
 DU1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1367.See file dsdata.txt to determine how the superseded data were derived.
 DU1367
 DU1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364043(NAD 83)
 DU1367_MARKER: DD = SURVEY DISK
 DU1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1367_SP_SET: CULVERT
 DU1367_STAMPING: 1262-31
 DU1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1367
 DU1367  HISTORY     - Date     Condition        Report By
 DU1367  HISTORY     - UNK      MONUMENTED       AZDT
 DU1367  HISTORY     - 1975     GOOD             NGS
 DU1367
 DU1367                          STATION DESCRIPTION
 DU1367
 DU1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1367'12.6 MI NE FROM MESA.
 DU1367'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1367'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1367'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.5 MILES TO THE 1/4 CORNER,
 DU1367'THENCE CONTINUE ABOUT 150 FEET TO THE STATION ON RIGHT (EAST). THE
 DU1367'MARK IS SET IN THE TOP AND CENTER OF A 14 FOOT LONG CULVERT HEADWALL
 DU1367'AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY CENTERLINE. SECTION
 DU1367'31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1366 ***********************************************************************
 DU1366  DESIGNATION -  1262 32
 DU1366  PID         -  DU1366
 DU1366  STATE/COUNTY-  AZ/MARICOPA
 DU1366  USGS QUAD   -  BUCKHORN (1982)
 DU1366
 DU1366                         *CURRENT SURVEY CONTROL
 DU1366  ___________________________________________________________________
 DU1366* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1366* NAVD 88     -       478.08   (+/-2cm)    1568.5    (feet)  VERTCON   
 DU1366  ___________________________________________________________________
 DU1366  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1366
 DU1366  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1366
 DU1366.The horizontal coordinates were scaled from a topographic map and have
 DU1366.an estimated accuracy of +/- 6 seconds.
 DU1366
 DU1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1366.The vertical order pertains to the NGVD 29 superseded value.
 DU1366
 DU1366.The geoid height was determined by GEOID03.
 DU1366
 DU1366;                    North         East    Units  Estimated Accuracy
 DU1366;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1366
 DU1366                          SUPERSEDED SURVEY CONTROL
 DU1366
 DU1366  NGVD 29 (??/??/92)  477.501  (m)         1566.60   (f) ADJ UNCH    1 1
 DU1366
 DU1366.Superseded values are not recommended for survey control.
 DU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1366.See file dsdata.txt to determine how the superseded data were derived.
 DU1366
 DU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1366_MARKER: DD = SURVEY DISK
 DU1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1366_SP_SET: CULVERT
 DU1366_STAMPING: 1262-32
 DU1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1366
 DU1366  HISTORY     - Date     Condition        Report By
 DU1366  HISTORY     - UNK      MONUMENTED       AZDT
 DU1366  HISTORY     - 1975     GOOD             NGS
 DU1366
 DU1366                          STATION DESCRIPTION
 DU1366
 DU1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1366'12.72 MI NE FROM MESA.
 DU1366'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1366'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1366'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.62 MILES TO STATION ON THE
 DU1366'RIGHT (EAST).  THE MARK IS SET IN THE TOP AND CENTER OF 6 FOOT
 DU1366'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF AND A LITTLE BELOW
 DU1366'THE HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1365 ***********************************************************************
 DU1365  DESIGNATION -  1262 33
 DU1365  PID         -  DU1365
 DU1365  STATE/COUNTY-  AZ/MARICOPA
 DU1365  USGS QUAD   -  BUCKHORN (1982)
 DU1365
 DU1365                         *CURRENT SURVEY CONTROL
 DU1365  ___________________________________________________________________
 DU1365* NAD 83(1986)-  33 28 42.     (N)    111 41 02.     (W)     SCALED    
 DU1365* NAVD 88     -       477.91   (+/-2cm)    1567.9    (feet)  VERTCON   
 DU1365  ___________________________________________________________________
 DU1365  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1365
 DU1365  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1365
 DU1365.The horizontal coordinates were scaled from a topographic map and have
 DU1365.an estimated accuracy of +/- 6 seconds.
 DU1365
 DU1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1365.The vertical order pertains to the NGVD 29 superseded value.
 DU1365
 DU1365.The geoid height was determined by GEOID03.
 DU1365
 DU1365;                    North         East    Units  Estimated Accuracy
 DU1365;SPC AZ C     -   274,820.      234,990.      MT  (+/- 180 meters Scaled)
 DU1365
 DU1365                          SUPERSEDED SURVEY CONTROL
 DU1365
 DU1365  NGVD 29 (??/??/92)  477.335  (m)         1566.06   (f) ADJ UNCH    1 1
 DU1365
 DU1365.Superseded values are not recommended for survey control.
 DU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1365.See file dsdata.txt to determine how the superseded data were derived.
 DU1365
 DU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364045(NAD 83)
 DU1365_MARKER: DD = SURVEY DISK
 DU1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1365_SP_SET: CULVERT
 DU1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1365
 DU1365  HISTORY     - Date     Condition        Report By
 DU1365  HISTORY     - UNK      MONUMENTED       AZDT
 DU1365  HISTORY     - 1975     GOOD             NGS
 DU1365
 DU1365                          STATION DESCRIPTION
 DU1365
 DU1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1365'12.75 MI NE FROM MESA.
 DU1365'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1365'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1365'ROAD, CONTINUE NORTH ON BUSH HWY FOR 0.65 MILES TO STATION ON THE
 DU1365'RIGHT (EAST).  THE MARK IS SET IN THE TOP AND CENTER OF 6 FOOT
 DU1365'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF AND A LITTLE BELOW
 DU1365'THE HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1364 ***********************************************************************
 DU1364  DESIGNATION -  1262 34
 DU1364  PID         -  DU1364
 DU1364  STATE/COUNTY-  AZ/MARICOPA
 DU1364  USGS QUAD   -  BUCKHORN (1982)
 DU1364
 DU1364                         *CURRENT SURVEY CONTROL
 DU1364  ___________________________________________________________________
 DU1364* NAD 83(1986)-  33 28 42.     (N)    111 41 02.     (W)     SCALED    
 DU1364* NAVD 88     -       478.05   (+/-2cm)    1568.4    (feet)  VERTCON   
 DU1364  ___________________________________________________________________
 DU1364  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1364
 DU1364  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1364
 DU1364.The horizontal coordinates were scaled from a topographic map and have
 DU1364.an estimated accuracy of +/- 6 seconds.
 DU1364
 DU1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1364.The vertical order pertains to the NGVD 29 superseded value.
 DU1364
 DU1364.The geoid height was determined by GEOID03.
 DU1364
 DU1364;                    North         East    Units  Estimated Accuracy
 DU1364;SPC AZ C     -   274,820.      234,990.      MT  (+/- 180 meters Scaled)
 DU1364
 DU1364                          SUPERSEDED SURVEY CONTROL
 DU1364
 DU1364  NGVD 29 (??/??/92)  477.468  (m)         1566.49   (f) ADJ UNCH    1 1
 DU1364
 DU1364.Superseded values are not recommended for survey control.
 DU1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1364.See file dsdata.txt to determine how the superseded data were derived.
 DU1364
 DU1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364045(NAD 83)
 DU1364_MARKER: DD = SURVEY DISK
 DU1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1364_SP_SET: CULVERT
 DU1364_STAMPING: 1262-34
 DU1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1364
 DU1364  HISTORY     - Date     Condition        Report By
 DU1364  HISTORY     - UNK      MONUMENTED       AZDT
 DU1364  HISTORY     - 1975     GOOD             NGS
 DU1364
 DU1364                          STATION DESCRIPTION
 DU1364
 DU1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1364'12.8 MI NE FROM MESA.
 DU1364'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1364'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1364'ROAD, CONTINUE ON BUSH HWY. FOR 0.7 MILES TO STATION ON THE RIGHT
 DU1364'(EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A 6 FOOT
 DU1364'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF HIGHWAY CENTERLINE.
 DU1364'SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1363 ***********************************************************************
 DU1363  DESIGNATION -  1262 35
 DU1363  PID         -  DU1363
 DU1363  STATE/COUNTY-  AZ/MARICOPA
 DU1363  USGS QUAD   -  BUCKHORN (1982)
 DU1363
 DU1363                         *CURRENT SURVEY CONTROL
 DU1363  ___________________________________________________________________
 DU1363* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1363* NAVD 88     -       477.53   (+/-2cm)    1566.7    (feet)  VERTCON   
 DU1363  ___________________________________________________________________
 DU1363  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1363
 DU1363  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1363
 DU1363.The horizontal coordinates were scaled from a topographic map and have
 DU1363.an estimated accuracy of +/- 6 seconds.
 DU1363
 DU1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1363.The vertical order pertains to the NGVD 29 superseded value.
 DU1363
 DU1363.The geoid height was determined by GEOID03.
 DU1363
 DU1363;                    North         East    Units  Estimated Accuracy
 DU1363;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1363
 DU1363                          SUPERSEDED SURVEY CONTROL
 DU1363
 DU1363  NGVD 29 (??/??/92)  476.956  (m)         1564.81   (f) ADJ UNCH    1 1
 DU1363
 DU1363.Superseded values are not recommended for survey control.
 DU1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1363.See file dsdata.txt to determine how the superseded data were derived.
 DU1363
 DU1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1363_MARKER: DD = SURVEY DISK
 DU1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1363_SP_SET: CULVERT
 DU1363_STAMPING: 1262-35
 DU1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1363
 DU1363  HISTORY     - Date     Condition        Report By
 DU1363  HISTORY     - UNK      MONUMENTED       AZDT
 DU1363  HISTORY     - 1975     GOOD             NGS
 DU1363
 DU1363                          STATION DESCRIPTION
 DU1363
 DU1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1363'12.9 MI NE FROM MESA.
 DU1363'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1363'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1363'RD., CONTINUE NORTH ON BUSH HWY. FOR 0.8 MILE TO STATION ON THE RIGHT
 DU1363'(EAST).  THE MARK IS SET IN THE TOP AND CENTER OF A 6 FOOT CONCRETE
 DU1363'CULVERT AND IS 25 FEET EAST AND A LITTLE LOWER THAN THE HIGHWAY
 DU1363'CENTERLINE.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1362 ***********************************************************************
 DU1362  DESIGNATION -  1262 36
 DU1362  PID         -  DU1362
 DU1362  STATE/COUNTY-  AZ/MARICOPA
 DU1362  USGS QUAD   -  BUCKHORN (1982)
 DU1362
 DU1362                         *CURRENT SURVEY CONTROL
 DU1362  ___________________________________________________________________
 DU1362* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1362* NAVD 88     -       477.33   (+/-2cm)    1566.0    (feet)  VERTCON   
 DU1362  ___________________________________________________________________
 DU1362  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1362
 DU1362  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1362
 DU1362.The horizontal coordinates were scaled from a topographic map and have
 DU1362.an estimated accuracy of +/- 6 seconds.
 DU1362
 DU1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1362.The vertical order pertains to the NGVD 29 superseded value.
 DU1362
 DU1362.The geoid height was determined by GEOID03.
 DU1362
 DU1362;                    North         East    Units  Estimated Accuracy
 DU1362;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1362
 DU1362                          SUPERSEDED SURVEY CONTROL
 DU1362
 DU1362  NGVD 29 (??/??/92)  476.753  (m)         1564.15   (f) ADJ UNCH    1 1
 DU1362
 DU1362.Superseded values are not recommended for survey control.
 DU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1362.See file dsdata.txt to determine how the superseded data were derived.
 DU1362
 DU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1362_MARKER: DD = SURVEY DISK
 DU1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1362_SP_SET: CULVERT
 DU1362_STAMPING: 1262-36
 DU1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1362
 DU1362  HISTORY     - Date     Condition        Report By
 DU1362  HISTORY     - UNK      MONUMENTED       AZDT
 DU1362  HISTORY     - 1975     GOOD             NGS
 DU1362
 DU1362                          STATION DESCRIPTION
 DU1362
 DU1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1362'12.92 MI NE FROM MESA.
 DU1362'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1362'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1362'RD., CONTINUE NORTH ON BUSH HWY. FOR 0.82 MILES TO STATION ON THE
 DU1362'RIGHT (EAST).  THE MARK IS SET 4 FEET NORTH OF THE SOUTH END OF A 15
 DU1362'FOOT CULVERT AND IS 25 FEET EAST OF THE HWY.  CENTERLINE AND A LITTLE
 DU1362'BELOW.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1361 ***********************************************************************
 DU1361  DESIGNATION -  1262 37
 DU1361  PID         -  DU1361
 DU1361  STATE/COUNTY-  AZ/MARICOPA
 DU1361  USGS QUAD   -  BUCKHORN (1982)
 DU1361
 DU1361                         *CURRENT SURVEY CONTROL
 DU1361  ___________________________________________________________________
 DU1361* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1361* NAVD 88     -       477.27   (+/-2cm)    1565.8    (feet)  VERTCON   
 DU1361  ___________________________________________________________________
 DU1361  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1361
 DU1361  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1361
 DU1361.The horizontal coordinates were scaled from a topographic map and have
 DU1361.an estimated accuracy of +/- 6 seconds.
 DU1361
 DU1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1361.The vertical order pertains to the NGVD 29 superseded value.
 DU1361
 DU1361.The geoid height was determined by GEOID03.
 DU1361
 DU1361;                    North         East    Units  Estimated Accuracy
 DU1361;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1361
 DU1361                          SUPERSEDED SURVEY CONTROL
 DU1361
 DU1361  NGVD 29 (??/??/92)  476.696  (m)         1563.96   (f) ADJ UNCH    1 1
 DU1361
 DU1361.Superseded values are not recommended for survey control.
 DU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1361.See file dsdata.txt to determine how the superseded data were derived.
 DU1361
 DU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1361_MARKER: DD = SURVEY DISK
 DU1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1361_SP_SET: CULVERT
 DU1361_STAMPING: 1262-37
 DU1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1361
 DU1361  HISTORY     - Date     Condition        Report By
 DU1361  HISTORY     - UNK      MONUMENTED       AZHD
 DU1361  HISTORY     - 1975     GOOD             NGS
 DU1361
 DU1361                          STATION DESCRIPTION
 DU1361
 DU1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1361'12.95 MI NE FROM MESA.
 DU1361'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1361'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1361'ROAD., CONTINUE NORTH ON BUSH HWY. FOR 0.85 MILES TO STATION ON THE
 DU1361'RIGHT (EAST).  THE STATION IS A AHD DISK SET IN THE TOP AND CENTER OF
 DU1361'A 7 FOOT CONCRETE HEADWALL AND IS 25 FEET AND A LITTLE LOWER THAN
 DU1361'HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1360 ***********************************************************************
 DU1360  DESIGNATION -  1262 38
 DU1360  PID         -  DU1360
 DU1360  STATE/COUNTY-  AZ/MARICOPA
 DU1360  USGS QUAD   -  BUCKHORN (1982)
 DU1360
 DU1360                         *CURRENT SURVEY CONTROL
 DU1360  ___________________________________________________________________
 DU1360* NAD 83(1986)-  33 28 54.     (N)    111 41 02.     (W)     SCALED    
 DU1360* NAVD 88     -       477.43   (+/-2cm)    1566.4    (feet)  VERTCON   
 DU1360  ___________________________________________________________________
 DU1360  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1360
 DU1360  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1360
 DU1360.The horizontal coordinates were scaled from a topographic map and have
 DU1360.an estimated accuracy of +/- 6 seconds.
 DU1360
 DU1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1360.The vertical order pertains to the NGVD 29 superseded value.
 DU1360
 DU1360.The geoid height was determined by GEOID03.
 DU1360
 DU1360;                    North         East    Units  Estimated Accuracy
 DU1360;SPC AZ C     -   275,190.      234,990.      MT  (+/- 180 meters Scaled)
 DU1360
 DU1360                          SUPERSEDED SURVEY CONTROL
 DU1360
 DU1360  NGVD 29 (??/??/92)  476.850  (m)         1564.47   (f) ADJ UNCH    1 1
 DU1360
 DU1360.Superseded values are not recommended for survey control.
 DU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1360.See file dsdata.txt to determine how the superseded data were derived.
 DU1360
 DU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364048(NAD 83)
 DU1360_MARKER: DD = SURVEY DISK
 DU1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1360_SP_SET: CULVERT
 DU1360_STAMPING: 1262-38
 DU1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1360
 DU1360  HISTORY     - Date     Condition        Report By
 DU1360  HISTORY     - UNK      MONUMENTED       AZHD
 DU1360  HISTORY     - 1975     GOOD             NGS
 DU1360
 DU1360                          STATION DESCRIPTION
 DU1360
 DU1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1360'13.05 MI NE FROM MESA.
 DU1360'ABOUT 8.7 MILES EAST ON U.S. HWY 60, 70, 80, AND 89 FROM DOWNTOWN MESA
 DU1360'TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1360'ROAD, CONTINUE NORTH ON BUSH FOR 0.95 MILES TO THE STATION ON THE
 DU1360'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A
 DU1360'CONCRETE CULVERT HEADWALL 25 FEET EAST OF THE CENTERLINE OF HWY.
 DU1360'SECTION 31, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1358 ***********************************************************************
 DU1358  DESIGNATION -  1262 39
 DU1358  PID         -  DU1358
 DU1358  STATE/COUNTY-  AZ/MARICOPA
 DU1358  USGS QUAD   -  BUCKHORN (1982)
 DU1358
 DU1358                         *CURRENT SURVEY CONTROL
 DU1358  ___________________________________________________________________
 DU1358* NAD 83(1986)-  33 28 54.     (N)    111 41 02.     (W)     SCALED    
 DU1358* NAVD 88     -       477.66   (+/-2cm)    1567.1    (feet)  VERTCON   
 DU1358  ___________________________________________________________________
 DU1358  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1358
 DU1358  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1358
 DU1358.The horizontal coordinates were scaled from a topographic map and have
 DU1358.an estimated accuracy of +/- 6 seconds.
 DU1358
 DU1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1358.The vertical order pertains to the NGVD 29 superseded value.
 DU1358
 DU1358.The geoid height was determined by GEOID03.
 DU1358
 DU1358;                    North         East    Units  Estimated Accuracy
 DU1358;SPC AZ C     -   275,190.      234,990.      MT  (+/- 180 meters Scaled)
 DU1358
 DU1358                          SUPERSEDED SURVEY CONTROL
 DU1358
 DU1358  NGVD 29 (??/??/92)  477.078  (m)         1565.21   (f) ADJ UNCH    1 1
 DU1358
 DU1358.Superseded values are not recommended for survey control.
 DU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1358.See file dsdata.txt to determine how the superseded data were derived.
 DU1358
 DU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364048(NAD 83)
 DU1358_MARKER: DD = SURVEY DISK
 DU1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1358_SP_SET: CULVERT
 DU1358_STAMPING: 1262-39
 DU1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1358
 DU1358  HISTORY     - Date     Condition        Report By
 DU1358  HISTORY     - UNK      MONUMENTED       AZDT
 DU1358  HISTORY     - 1975     GOOD             NGS
 DU1358
 DU1358                          STATION DESCRIPTION
 DU1358
 DU1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1358'13.15 MI NE FROM MESA.
 DU1358'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1358'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1358'RD., CONTINUE NORTH ON BUSH HWY FOR 1.05 MILES TO STATION ON THE RIGHT
 DU1358'(EAST).  THE STATION IS A AHD DISK SET IN THE TOP AND CENTER OF A 10
 DU1358'FOOT CONCRETE HEADWALL AND IS 25 FEET AND A LITTLE LOWER THAN HIGHWAY
 DU1358'CENTERLINE.  SECTION 30, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1704 ***********************************************************************
 DU1704  DESIGNATION -  1262 4
 DU1704  PID         -  DU1704
 DU1704  STATE/COUNTY-  AZ/MARICOPA
 DU1704  USGS QUAD   -  TEMPE (1982)
 DU1704
 DU1704                         *CURRENT SURVEY CONTROL
 DU1704  ___________________________________________________________________
 DU1704* NAD 83(1986)-  33 23 33.     (N)    111 57 05.     (W)     SCALED    
 DU1704* NAVD 88     -       355.063  (meters)    1164.90   (feet)  ADJUSTED  
 DU1704  ___________________________________________________________________
 DU1704  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1704  DYNAMIC HT  -         354.655 (meters)    1163.56  (feet)  COMP
 DU1704  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DU1704
 DU1704  VERT ORDER  -  SECOND    CLASS I
 DU1704
 DU1704.The horizontal coordinates were scaled from a topographic map and have
 DU1704.an estimated accuracy of +/- 6 seconds.
 DU1704
 DU1704.The orthometric height was determined by differential leveling
 DU1704.and adjusted by the National Geodetic Survey in January 1998..
 DU1704
 DU1704.The geoid height was determined by GEOID03.
 DU1704
 DU1704.The dynamic height is computed by dividing the NAVD 88
 DU1704.geopotential number by the normal gravity value computed on the
 DU1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1704.degrees latitude (g = 980.6199 gals.).
 DU1704
 DU1704.The modeled gravity was interpolated from observed gravity values.
 DU1704
 DU1704;                    North         East    Units  Estimated Accuracy
 DU1704;SPC AZ C     -   265,280.      210,130.      MT  (+/- 180 meters Scaled)
 DU1704
 DU1704                          SUPERSEDED SURVEY CONTROL
 DU1704
 DU1704  NAVD 88 (11/29/93)  355.062  (m)         1164.90   (f) UNKNOWN     2 1
 DU1704
 DU1704.Superseded values are not recommended for survey control.
 DU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1704.See file dsdata.txt to determine how the superseded data were derived.
 DU1704
 DU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB115952(NAD 83)
 DU1704_MARKER: DB = BENCH MARK DISK
 DU1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1704_SP_SET: CONCRETE POST
 DU1704_MARK LOGO: AZ-013
 DU1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1704+STABILITY: SURFACE MOTION
 DU1704
 DU1704  HISTORY     - Date     Condition        Report By
 DU1704  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1704  HISTORY     - 1981     GOOD             AZDT
 DU1704
 DU1704                          STATION DESCRIPTION
 DU1704
 DU1704'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1704'IN TEMPE.
 DU1704'IN TEMPE, 3 MI (4.83 KM) WEST OF THE INTERSECTION OF SOUTHERN AVENUE
 DU1704'AND RURAL ROAD, IN INTERSECTION OF SOUTHERN AVENUE AND HARDY DRIVE, A
 DU1704'STANDARD MARICOPA COUNTY BRASS CAP SET IN SURVEY WELL 0.3 FT
 DU1704'(9.14 CM) DOWN.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1357 ***********************************************************************
 DU1357  DESIGNATION -  1262 40
 DU1357  PID         -  DU1357
 DU1357  STATE/COUNTY-  AZ/MARICOPA
 DU1357  USGS QUAD   -  BUCKHORN (1982)
 DU1357
 DU1357                         *CURRENT SURVEY CONTROL
 DU1357  ___________________________________________________________________
 DU1357* NAD 83(1986)-  33 29 00.     (N)    111 41 02.     (W)     SCALED    
 DU1357* NAVD 88     -       478.23   (+/-2cm)    1569.0    (feet)  VERTCON   
 DU1357  ___________________________________________________________________
 DU1357  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1357
 DU1357  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1357
 DU1357.The horizontal coordinates were scaled from a topographic map and have
 DU1357.an estimated accuracy of +/- 6 seconds.
 DU1357
 DU1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1357.The vertical order pertains to the NGVD 29 superseded value.
 DU1357
 DU1357.The geoid height was determined by GEOID03.
 DU1357
 DU1357;                    North         East    Units  Estimated Accuracy
 DU1357;SPC AZ C     -   275,380.      234,990.      MT  (+/- 180 meters Scaled)
 DU1357
 DU1357                          SUPERSEDED SURVEY CONTROL
 DU1357
 DU1357  NGVD 29 (??/??/92)  477.647  (m)         1567.08   (f) ADJ UNCH    1 1
 DU1357
 DU1357.Superseded values are not recommended for survey control.
 DU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1357.See file dsdata.txt to determine how the superseded data were derived.
 DU1357
 DU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364050(NAD 83)
 DU1357_MARKER: DD = SURVEY DISK
 DU1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1357_SP_SET: CULVERT
 DU1357_STAMPING: 1262-40
 DU1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1357
 DU1357  HISTORY     - Date     Condition        Report By
 DU1357  HISTORY     - UNK      MONUMENTED       AZHD
 DU1357  HISTORY     - 1975     GOOD             NGS
 DU1357
 DU1357                          STATION DESCRIPTION
 DU1357
 DU1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1357'13.2 MI NE FROM MESA.
 DU1357'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1357'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1357'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.1 MILES TO STATION ON THE
 DU1357'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF AN
 DU1357'10 FOOT CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND LOWER THAN
 DU1357'HWY. CENTERLINE.  SECTION 30, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1356 ***********************************************************************
 DU1356  DESIGNATION -  1262 41
 DU1356  PID         -  DU1356
 DU1356  STATE/COUNTY-  AZ/MARICOPA
 DU1356  USGS QUAD   -  BUCKHORN (1982)
 DU1356
 DU1356                         *CURRENT SURVEY CONTROL
 DU1356  ___________________________________________________________________
 DU1356* NAD 83(1986)-  33 29 00.     (N)    111 41 02.     (W)     SCALED    
 DU1356* NAVD 88     -       479.25   (+/-2cm)    1572.3    (feet)  VERTCON   
 DU1356  ___________________________________________________________________
 DU1356  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1356
 DU1356  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1356
 DU1356.The horizontal coordinates were scaled from a topographic map and have
 DU1356.an estimated accuracy of +/- 6 seconds.
 DU1356
 DU1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1356.The vertical order pertains to the NGVD 29 superseded value.
 DU1356
 DU1356.The geoid height was determined by GEOID03.
 DU1356
 DU1356;                    North         East    Units  Estimated Accuracy
 DU1356;SPC AZ C     -   275,380.      234,990.      MT  (+/- 180 meters Scaled)
 DU1356
 DU1356                          SUPERSEDED SURVEY CONTROL
 DU1356
 DU1356  NGVD 29 (??/??/92)  478.672  (m)         1570.44   (f) ADJ UNCH    1 1
 DU1356
 DU1356.Superseded values are not recommended for survey control.
 DU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1356.See file dsdata.txt to determine how the superseded data were derived.
 DU1356
 DU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364050(NAD 83)
 DU1356_MARKER: DD = SURVEY DISK
 DU1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1356_SP_SET: CULVERT
 DU1356_STAMPING: 1262-41
 DU1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1356
 DU1356  HISTORY     - Date     Condition        Report By
 DU1356  HISTORY     - UNK      MONUMENTED       AZHD
 DU1356  HISTORY     - 1975     GOOD             NGS
 DU1356
 DU1356                          STATION DESCRIPTION
 DU1356
 DU1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1356'13.3 MI NE FROM MESA.
 DU1356'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89, FROM DOWNTOWN
 DU1356'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1356'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.2 MILES AND THE STATION ON THE
 DU1356'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A
 DU1356'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE LOWER THAN
 DU1356'HWY. CENTERLINE.  SECTION 30, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1355 ***********************************************************************
 DU1355  DESIGNATION -  1262 42
 DU1355  PID         -  DU1355
 DU1355  STATE/COUNTY-  AZ/MARICOPA
 DU1355  USGS QUAD   -  BUCKHORN (1982)
 DU1355
 DU1355                         *CURRENT SURVEY CONTROL
 DU1355  ___________________________________________________________________
 DU1355* NAD 83(1986)-  33 29 06.     (N)    111 41 02.     (W)     SCALED    
 DU1355* NAVD 88     -       479.77   (+/-2cm)    1574.0    (feet)  VERTCON   
 DU1355  ___________________________________________________________________
 DU1355  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1355
 DU1355  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1355
 DU1355.The horizontal coordinates were scaled from a topographic map and have
 DU1355.an estimated accuracy of +/- 6 seconds.
 DU1355
 DU1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1355.The vertical order pertains to the NGVD 29 superseded value.
 DU1355
 DU1355.The geoid height was determined by GEOID03.
 DU1355
 DU1355;                    North         East    Units  Estimated Accuracy
 DU1355;SPC AZ C     -   275,560.      234,990.      MT  (+/- 180 meters Scaled)
 DU1355
 DU1355                          SUPERSEDED SURVEY CONTROL
 DU1355
 DU1355  NGVD 29 (??/??/92)  479.188  (m)         1572.14   (f) ADJ UNCH    1 1
 DU1355
 DU1355.Superseded values are not recommended for survey control.
 DU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1355.See file dsdata.txt to determine how the superseded data were derived.
 DU1355
 DU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364052(NAD 83)
 DU1355_MARKER: DD = SURVEY DISK
 DU1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1355_SP_SET: CULVERT
 DU1355_STAMPING: 1262-42
 DU1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1355
 DU1355  HISTORY     - Date     Condition        Report By
 DU1355  HISTORY     - UNK      MONUMENTED       AZDT
 DU1355  HISTORY     - 1975     GOOD             NGS
 DU1355
 DU1355                          STATION DESCRIPTION
 DU1355
 DU1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1355'13.35 MI NE FROM MESA.
 DU1355'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1355'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1355'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.25 MILES TO THE STATION ON THE
 DU1355'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1355'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 12 FOOT CONCRETE
 DU1355'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1354 ***********************************************************************
 DU1354  DESIGNATION -  1262 43
 DU1354  PID         -  DU1354
 DU1354  STATE/COUNTY-  AZ/MARICOPA
 DU1354  USGS QUAD   -  BUCKHORN (1982)
 DU1354
 DU1354                         *CURRENT SURVEY CONTROL
 DU1354  ___________________________________________________________________
 DU1354* NAD 83(1986)-  33 29 12.     (N)    111 41 02.     (W)     SCALED    
 DU1354* NAVD 88     -       479.81   (+/-2cm)    1574.2    (feet)  VERTCON   
 DU1354  ___________________________________________________________________
 DU1354  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1354
 DU1354  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1354
 DU1354.The horizontal coordinates were scaled from a topographic map and have
 DU1354.an estimated accuracy of +/- 6 seconds.
 DU1354
 DU1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1354.The vertical order pertains to the NGVD 29 superseded value.
 DU1354
 DU1354.The geoid height was determined by GEOID03.
 DU1354
 DU1354;                    North         East    Units  Estimated Accuracy
 DU1354;SPC AZ C     -   275,750.      234,990.      MT  (+/- 180 meters Scaled)
 DU1354
 DU1354                          SUPERSEDED SURVEY CONTROL
 DU1354
 DU1354  NGVD 29 (??/??/92)  479.228  (m)         1572.27   (f) ADJ UNCH    1 1
 DU1354
 DU1354.Superseded values are not recommended for survey control.
 DU1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1354.See file dsdata.txt to determine how the superseded data were derived.
 DU1354
 DU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364054(NAD 83)
 DU1354_MARKER: DD = SURVEY DISK
 DU1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1354_SP_SET: CULVERT
 DU1354_STAMPING: 1262-43
 DU1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1354
 DU1354  HISTORY     - Date     Condition        Report By
 DU1354  HISTORY     - UNK      MONUMENTED       AZDT
 DU1354  HISTORY     - 1975     GOOD             NGS
 DU1354
 DU1354                          STATION DESCRIPTION
 DU1354
 DU1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1354'13.5 MI NE FROM MESA.
 DU1354'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1354'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1354'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.4 MILES TO THE STATION ON THE
 DU1354'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1354'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8 FOOT CONCRETE
 DU1354'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1353 ***********************************************************************
 DU1353  DESIGNATION -  1262 44
 DU1353  PID         -  DU1353
 DU1353  STATE/COUNTY-  AZ/MARICOPA
 DU1353  USGS QUAD   -  BUCKHORN (1982)
 DU1353
 DU1353                         *CURRENT SURVEY CONTROL
 DU1353  ___________________________________________________________________
 DU1353* NAD 83(1986)-  33 29 12.     (N)    111 41 02.     (W)     SCALED    
 DU1353* NAVD 88     -       480.28   (+/-2cm)    1575.7    (feet)  VERTCON   
 DU1353  ___________________________________________________________________
 DU1353  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1353
 DU1353  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1353
 DU1353.The horizontal coordinates were scaled from a topographic map and have
 DU1353.an estimated accuracy of +/- 6 seconds.
 DU1353
 DU1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1353.The vertical order pertains to the NGVD 29 superseded value.
 DU1353
 DU1353.The geoid height was determined by GEOID03.
 DU1353
 DU1353;                    North         East    Units  Estimated Accuracy
 DU1353;SPC AZ C     -   275,750.      234,990.      MT  (+/- 180 meters Scaled)
 DU1353
 DU1353                          SUPERSEDED SURVEY CONTROL
 DU1353
 DU1353  NGVD 29 (??/??/92)  479.699  (m)         1573.81   (f) ADJ UNCH    1 1
 DU1353
 DU1353.Superseded values are not recommended for survey control.
 DU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1353.See file dsdata.txt to determine how the superseded data were derived.
 DU1353
 DU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364054(NAD 83)
 DU1353_MARKER: DD = SURVEY DISK
 DU1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1353_SP_SET: CULVERT
 DU1353_STAMPING: 1262-44
 DU1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1353
 DU1353  HISTORY     - Date     Condition        Report By
 DU1353  HISTORY     - UNK      MONUMENTED       AZDT
 DU1353  HISTORY     - 1975     GOOD             NGS
 DU1353
 DU1353                          STATION DESCRIPTION
 DU1353
 DU1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1353'13.55 MI NE FROM MESA.
 DU1353'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1353'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FT. FOR 3.4 MILES TO
 DU1353'MCDOWELL ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.45 MILES TO THE
 DU1353'STATION ON THE RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE
 DU1353'BELOW THE HWY. CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8
 DU1353'FOOT CONCRETE CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1352 ***********************************************************************
 DU1352  DESIGNATION -  1262 45
 DU1352  PID         -  DU1352
 DU1352  STATE/COUNTY-  AZ/MARICOPA
 DU1352  USGS QUAD   -  BUCKHORN (1982)
 DU1352
 DU1352                         *CURRENT SURVEY CONTROL
 DU1352  ___________________________________________________________________
 DU1352* NAD 83(1986)-  33 29 18.     (N)    111 41 02.     (W)     SCALED    
 DU1352* NAVD 88     -       480.28   (+/-2cm)    1575.7    (feet)  VERTCON   
 DU1352  ___________________________________________________________________
 DU1352  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1352
 DU1352  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1352
 DU1352.The horizontal coordinates were scaled from a topographic map and have
 DU1352.an estimated accuracy of +/- 6 seconds.
 DU1352
 DU1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1352.The vertical order pertains to the NGVD 29 superseded value.
 DU1352
 DU1352.The geoid height was determined by GEOID03.
 DU1352
 DU1352;                    North         East    Units  Estimated Accuracy
 DU1352;SPC AZ C     -   275,930.      234,990.      MT  (+/- 180 meters Scaled)
 DU1352
 DU1352                          SUPERSEDED SURVEY CONTROL
 DU1352
 DU1352  NGVD 29 (??/??/92)  479.701  (m)         1573.82   (f) ADJ UNCH    1 1
 DU1352
 DU1352.Superseded values are not recommended for survey control.
 DU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1352.See file dsdata.txt to determine how the superseded data were derived.
 DU1352
 DU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364056(NAD 83)
 DU1352_MARKER: DD = SURVEY DISK
 DU1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1352_SP_SET: CULVERT
 DU1352_STAMPING: 1262-45
 DU1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1352
 DU1352  HISTORY     - Date     Condition        Report By
 DU1352  HISTORY     - UNK      MONUMENTED       AZDT
 DU1352  HISTORY     - 1975     GOOD             NGS
 DU1352
 DU1352                          STATION DESCRIPTION
 DU1352
 DU1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1352'13.58 MI NE FROM MESA.
 DU1352'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1352'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1352'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.48 MILES TO THE STATION ON THE
 DU1352'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1352'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8 FOOT CONCRETE
 DU1352'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1350 ***********************************************************************
 DU1350  DESIGNATION -  1262 46
 DU1350  PID         -  DU1350
 DU1350  STATE/COUNTY-  AZ/MARICOPA
 DU1350  USGS QUAD   -  BUCKHORN (1982)
 DU1350
 DU1350                         *CURRENT SURVEY CONTROL
 DU1350  ___________________________________________________________________
 DU1350* NAD 83(1986)-  33 29 18.     (N)    111 41 02.     (W)     SCALED    
 DU1350* NAVD 88     -       480.14   (+/-2cm)    1575.3    (feet)  VERTCON   
 DU1350  ___________________________________________________________________
 DU1350  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1350
 DU1350  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1350
 DU1350.The horizontal coordinates were scaled from a topographic map and have
 DU1350.an estimated accuracy of +/- 6 seconds.
 DU1350
 DU1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1350.The vertical order pertains to the NGVD 29 superseded value.
 DU1350
 DU1350.The geoid height was determined by GEOID03.
 DU1350
 DU1350;                    North         East    Units  Estimated Accuracy
 DU1350;SPC AZ C     -   275,930.      234,990.      MT  (+/- 180 meters Scaled)
 DU1350
 DU1350                          SUPERSEDED SURVEY CONTROL
 DU1350
 DU1350  NGVD 29 (??/??/92)  479.563  (m)         1573.37   (f) ADJ UNCH    1 1
 DU1350
 DU1350.Superseded values are not recommended for survey control.
 DU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1350.See file dsdata.txt to determine how the superseded data were derived.
 DU1350
 DU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364056(NAD 83)
 DU1350_MARKER: DD = SURVEY DISK
 DU1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1350_SP_SET: CULVERT
 DU1350_STAMPING: 1262-46 P M 1973
 DU1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1350
 DU1350  HISTORY     - Date     Condition        Report By
 DU1350  HISTORY     - 1973     MONUMENTED       AZHD
 DU1350  HISTORY     - 1975     GOOD             NGS
 DU1350
 DU1350                          STATION DESCRIPTION
 DU1350
 DU1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1350'13.65 MI NE FROM MESA.
 DU1350'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1350'MESA TO BUSH HWY., THENCE NORTH BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1350'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.55 MILES TO THE STATION ON THE
 DU1350'RIGHT (EAST).  STATION IS A AHD DISK SET IN THE TOP AND CENTER OF AN 8
 DU1350'FOOT CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND LOWER THAN
 DU1350'CENTERLINE OF HWY.  SECTION 30, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1349 ***********************************************************************
 DU1349  DESIGNATION -  1262 47
 DU1349  PID         -  DU1349
 DU1349  STATE/COUNTY-  AZ/MARICOPA
 DU1349  USGS QUAD   -  BUCKHORN (1982)
 DU1349
 DU1349                         *CURRENT SURVEY CONTROL
 DU1349  ___________________________________________________________________
 DU1349* NAD 83(1986)-  33 29 24.     (N)    111 41 02.     (W)     SCALED    
 DU1349* NAVD 88     -       479.02   (+/-2cm)    1571.6    (feet)  VERTCON   
 DU1349  ___________________________________________________________________
 DU1349  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1349
 DU1349  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1349
 DU1349.The horizontal coordinates were scaled from a topographic map and have
 DU1349.an estimated accuracy of +/- 6 seconds.
 DU1349
 DU1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1349.The vertical order pertains to the NGVD 29 superseded value.
 DU1349
 DU1349.The geoid height was determined by GEOID03.
 DU1349
 DU1349;                    North         East    Units  Estimated Accuracy
 DU1349;SPC AZ C     -   276,120.      234,990.      MT  (+/- 180 meters Scaled)
 DU1349
 DU1349                          SUPERSEDED SURVEY CONTROL
 DU1349
 DU1349  NGVD 29 (??/??/92)  478.442  (m)         1569.69   (f) ADJ UNCH    1 1
 DU1349
 DU1349.Superseded values are not recommended for survey control.
 DU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1349.See file dsdata.txt to determine how the superseded data were derived.
 DU1349
 DU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364058(NAD 83)
 DU1349_MARKER: DD = SURVEY DISK
 DU1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1349_SP_SET: CULVERT
 DU1349_STAMPING: 1262-47 P M 1973
 DU1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1349
 DU1349  HISTORY     - Date     Condition        Report By
 DU1349  HISTORY     - 1973     MONUMENTED       AZDT
 DU1349  HISTORY     - 1975     GOOD             NGS
 DU1349  HISTORY     - 1975     GOOD             NGS
 DU1349
 DU1349                          STATION DESCRIPTION
 DU1349
 DU1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1349'13.75 MI NE FROM MESA.
 DU1349'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1349'MESA TO BUSH HWY, THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1349'ROAD, CONTINUE NORTH ON BUSH HWY FOR 1.65 MILES AND THE MARK ON THE
 DU1349'RIGHT (EAST).  THE MARK IS AN AHD DISK AND IS SET IN THE TOP AND
 DU1349'CENTER OF A 6 FEET CONCRETE CULVERT HEADWALL 25 FEET EAST OF
 DU1349'CENTERLINE AND A LITTLE LOWER THAN ROADWAY.  SECTION 30, T 2N, R 7E.
 DU1349
 DU1349                          STATION RECOVERY (1975)
 DU1349
 DU1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1349'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1349'MESA TO BUSH HWY, THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1349'ROAD, CONTINUE NORTH ON BUSH HWY FOR 1.65 MILES AND THE MARK ON THE
 DU1349'RIGHT (EAST).  THE MARK IS AN AHD DISK AND IS SET IN THE TOP AND
 DU1349'CENTER OF A 6 FEET CONCRETE CULVERT HEADWALL 25 FEET EAST OF
 DU1349'CENTERLINE AND A LITTLE LOWER THAN ROADWAY.  SECTION 30, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1701 ***********************************************************************
 DU1701  DESIGNATION -  1262 5
 DU1701  PID         -  DU1701
 DU1701  STATE/COUNTY-  AZ/MARICOPA
 DU1701  USGS QUAD   -  TEMPE (1982)
 DU1701
 DU1701                         *CURRENT SURVEY CONTROL
 DU1701  ___________________________________________________________________
 DU1701* NAD 83(1986)-  33 23 34.     (N)    111 56 24.     (W)     SCALED    
 DU1701* NAVD 88     -       357.456  (meters)    1172.75   (feet)  ADJUSTED  
 DU1701  ___________________________________________________________________
 DU1701  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1701  DYNAMIC HT  -         357.044 (meters)    1171.40  (feet)  COMP
 DU1701  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 DU1701
 DU1701  VERT ORDER  -  SECOND    CLASS I
 DU1701
 DU1701.The horizontal coordinates were scaled from a topographic map and have
 DU1701.an estimated accuracy of +/- 6 seconds.
 DU1701
 DU1701.The orthometric height was determined by differential leveling
 DU1701.and adjusted by the National Geodetic Survey in January 1998..
 DU1701
 DU1701.The geoid height was determined by GEOID03.
 DU1701
 DU1701.The dynamic height is computed by dividing the NAVD 88
 DU1701.geopotential number by the normal gravity value computed on the
 DU1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1701.degrees latitude (g = 980.6199 gals.).
 DU1701
 DU1701.The modeled gravity was interpolated from observed gravity values.
 DU1701
 DU1701;                    North         East    Units  Estimated Accuracy
 DU1701;SPC AZ C     -   265,310.      211,190.      MT  (+/- 180 meters Scaled)
 DU1701
 DU1701                          SUPERSEDED SURVEY CONTROL
 DU1701
 DU1701  NAVD 88 (11/29/93)  357.452  (m)         1172.74   (f) UNKNOWN     2 1
 DU1701
 DU1701.Superseded values are not recommended for survey control.
 DU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1701.See file dsdata.txt to determine how the superseded data were derived.
 DU1701
 DU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB125952(NAD 83)
 DU1701_MARKER: DB = BENCH MARK DISK
 DU1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1701_SP_SET: CONCRETE CURB
 DU1701_STAMPING: 1262-5
 DU1701_MARK LOGO: AZDT  
 DU1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1701
 DU1701  HISTORY     - Date     Condition        Report By
 DU1701  HISTORY     - UNK      MONUMENTED       AZDT
 DU1701  HISTORY     - 1981     GOOD             AZDT
 DU1701  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DU1701
 DU1701                          STATION DESCRIPTION
 DU1701
 DU1701'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1701'IN TEMPE.
 DU1701'IN TEMPE, 0.9 MI (1.45 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1701'TO THE INTERSECTION OF MILL AVENUE AND THE MARK ON THE SOUTHEAST
 DU1701'CORNER, A STANDARD AZDT BRASS CAP EPOXIED ON THE SOUTH END OF THE CURB
 DU1701'RADIUS ON THE WEST SIDE OF MILL AVENUE, 6 FT (1.82 METERS) EAST OF A
 DU1701'TRAFFIC LIGHT POLE.
 DU1701
 DU1701                          STATION RECOVERY (2006)
 DU1701
 DU1701'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1701'THE DESCRIPTION CONTRADICTS ITSELF, STATING THAT THE MARK IS ON THE
 DU1701'SOUTHEAST CORNER, YET WEST OF MILL AVENUE.
 DU1701'THERE HAS BEEN CONSTRUCTION ON THE SOUTHEAST CORNER TO ACCOMODATE A
 DU1701'BUS PULLOUT ON SOUTHERN. THE SIDEWALK AND CURB THERE ARE DATED 2006.
 DU1701' 
 DU1701'NO EVIDENCE OF THE MARK WAS FOUND ON THE WEST SIDE, THE SIDEWALK AND
 DU1701'CURB THERE ARE DATED 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1538 ***********************************************************************
 DU1538  DESIGNATION -  1262 50
 DU1538  PID         -  DU1538
 DU1538  STATE/COUNTY-  AZ/MARICOPA
 DU1538  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1538
 DU1538                         *CURRENT SURVEY CONTROL
 DU1538  ___________________________________________________________________
 DU1538* NAD 83(1986)-  33 30 24.     (N)    111 41 02.     (W)     SCALED    
 DU1538* NAVD 88     -       450.95   (+/-2cm)    1479.5    (feet)  VERTCON   
 DU1538  ___________________________________________________________________
 DU1538  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1538
 DU1538  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1538
 DU1538.The horizontal coordinates were scaled from a topographic map and have
 DU1538.an estimated accuracy of +/- 6 seconds.
 DU1538
 DU1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1538.The vertical order pertains to the NGVD 29 superseded value.
 DU1538
 DU1538.The geoid height was determined by GEOID03.
 DU1538
 DU1538;                    North         East    Units  Estimated Accuracy
 DU1538;SPC AZ C     -   277,960.      234,990.      MT  (+/- 180 meters Scaled)
 DU1538
 DU1538                          SUPERSEDED SURVEY CONTROL
 DU1538
 DU1538  NGVD 29 (??/??/92)  450.368  (m)         1477.58   (f) ADJ UNCH    1 1
 DU1538
 DU1538.Superseded values are not recommended for survey control.
 DU1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1538.See file dsdata.txt to determine how the superseded data were derived.
 DU1538
 DU1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364076(NAD 83)
 DU1538_MARKER: B = BOLT
 DU1538_SETTING: 0 = UNSPECIFIED SETTING
 DU1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1538
 DU1538  HISTORY     - Date     Condition        Report By
 DU1538  HISTORY     - UNK      MONUMENTED       AZDT
 DU1538  HISTORY     - 1975     GOOD             NGS
 DU1538
 DU1538                          STATION DESCRIPTION
 DU1538
 DU1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1538'14.9 MI NE FROM MESA.
 DU1538'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1538'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.18
 DU1538'MILES AND THE STATION ON THE RIGHT.  THE MARK IS AT THE NORTH END OF A
 DU1538'HIGHWAY CUT, 40 FEET EAST OF THE CENTERLINE OF BUSH HIGHWAY AND 30
 DU1538'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING TO THE R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1699 ***********************************************************************
 DU1699  DESIGNATION -  1262 6
 DU1699  PID         -  DU1699
 DU1699  STATE/COUNTY-  AZ/MARICOPA
 DU1699  USGS QUAD   -  TEMPE (1982)
 DU1699
 DU1699                         *CURRENT SURVEY CONTROL
 DU1699  ___________________________________________________________________
 DU1699* NAD 83(1986)-  33 23 36.     (N)    111 55 49.     (W)     SCALED    
 DU1699* NAVD 88     -       358.788  (meters)    1177.12   (feet)  ADJUSTED  
 DU1699  ___________________________________________________________________
 DU1699  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1699  DYNAMIC HT  -         358.374 (meters)    1175.77  (feet)  COMP
 DU1699  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DU1699
 DU1699  VERT ORDER  -  SECOND    CLASS I
 DU1699
 DU1699.The horizontal coordinates were scaled from a topographic map and have
 DU1699.an estimated accuracy of +/- 6 seconds.
 DU1699
 DU1699.The orthometric height was determined by differential leveling
 DU1699.and adjusted by the National Geodetic Survey in January 1998..
 DU1699
 DU1699.The geoid height was determined by GEOID03.
 DU1699
 DU1699.The dynamic height is computed by dividing the NAVD 88
 DU1699.geopotential number by the normal gravity value computed on the
 DU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1699.degrees latitude (g = 980.6199 gals.).
 DU1699
 DU1699.The modeled gravity was interpolated from observed gravity values.
 DU1699
 DU1699;                    North         East    Units  Estimated Accuracy
 DU1699;SPC AZ C     -   265,370.      212,090.      MT  (+/- 180 meters Scaled)
 DU1699
 DU1699                          SUPERSEDED SURVEY CONTROL
 DU1699
 DU1699  NAVD 88 (11/29/93)  358.781  (m)         1177.10   (f) UNKNOWN     2 1
 DU1699
 DU1699.Superseded values are not recommended for survey control.
 DU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1699.See file dsdata.txt to determine how the superseded data were derived.
 DU1699
 DU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134952(NAD 83)
 DU1699_MARKER: DB = BENCH MARK DISK
 DU1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1699_SP_SET: CONCRETE CURB
 DU1699_STAMPING: 1262-6
 DU1699_MARK LOGO: AZDT  
 DU1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1699+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DU1699
 DU1699  HISTORY     - Date     Condition        Report By
 DU1699  HISTORY     - UNK      MONUMENTED       AZDT
 DU1699  HISTORY     - 1981     GOOD             AZDT
 DU1699  HISTORY     - 20040324 GOOD             USPSQD
 DU1699  HISTORY     - 20060726 GOOD             USPSQD
 DU1699
 DU1699                          STATION DESCRIPTION
 DU1699
 DU1699'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1699'IN TEMPE.
 DU1699'IN TEMPE, FROM THE INTERSECTION OF SOUTHERN AVENUE AND RURAL ROAD
 DU1699'TRAVEL WEST ON SOUTHERN AVENUE FOR 0.25 MI (0.40 KM) TO THE MARK ON
 DU1699'THE LEFT, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTHERN AND
 DU1699'MCALLISTER AVENUE, 40 FT (12.19 METERS) EAST OF THE CENTERLINE OF
 DU1699'MCALLISTER AVENUE, ON THE SOUTH CURB OF SOUTHERN AVENUE, A STANDARD
 DU1699'AZDT BRASS CAP EPOXIED ON CURB.
 DU1699
 DU1699                          STATION RECOVERY (2004)
 DU1699
 DU1699'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1699'RECOVERED A DESCRIBED AND IN GOOD CONDITION.
 DU1699
 DU1699                          STATION RECOVERY (2006)
 DU1699
 DU1699'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DU1699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1698 ***********************************************************************
 DU1698  DESIGNATION -  1262 7
 DU1698  PID         -  DU1698
 DU1698  STATE/COUNTY-  AZ/MARICOPA
 DU1698  USGS QUAD   -  TEMPE (1982)
 DU1698
 DU1698                         *CURRENT SURVEY CONTROL
 DU1698  ___________________________________________________________________
 DU1698* NAD 83(1986)-  33 23 34.     (N)    111 55 37.     (W)     SCALED    
 DU1698* NAVD 88     -       359.493  (meters)    1179.44   (feet)  ADJUSTED  
 DU1698  ___________________________________________________________________
 DU1698  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1698  DYNAMIC HT  -         359.078 (meters)    1178.08  (feet)  COMP
 DU1698  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DU1698
 DU1698  VERT ORDER  -  SECOND    CLASS I
 DU1698
 DU1698.The horizontal coordinates were scaled from a topographic map and have
 DU1698.an estimated accuracy of +/- 6 seconds.
 DU1698
 DU1698.The orthometric height was determined by differential leveling
 DU1698.and adjusted by the National Geodetic Survey in January 1998..
 DU1698
 DU1698.The geoid height was determined by GEOID03.
 DU1698
 DU1698.The dynamic height is computed by dividing the NAVD 88
 DU1698.geopotential number by the normal gravity value computed on the
 DU1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1698.degrees latitude (g = 980.6199 gals.).
 DU1698
 DU1698.The modeled gravity was interpolated from observed gravity values.
 DU1698
 DU1698;                    North         East    Units  Estimated Accuracy
 DU1698;SPC AZ C     -   265,310.      212,400.      MT  (+/- 180 meters Scaled)
 DU1698
 DU1698                          SUPERSEDED SURVEY CONTROL
 DU1698
 DU1698  NAVD 88 (11/29/93)  359.486  (m)         1179.41   (f) UNKNOWN     2 1
 DU1698
 DU1698.Superseded values are not recommended for survey control.
 DU1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1698.See file dsdata.txt to determine how the superseded data were derived.
 DU1698
 DU1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137952(NAD 83)
 DU1698_MARKER: DB = BENCH MARK DISK
 DU1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1698_SP_SET: CONCRETE CURB
 DU1698_STAMPING: 1262-7
 DU1698_MARK LOGO: AZDT  
 DU1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1698
 DU1698  HISTORY     - Date     Condition        Report By
 DU1698  HISTORY     - UNK      MONUMENTED       AZDT
 DU1698  HISTORY     - 1981     GOOD             AZDT
 DU1698  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1698
 DU1698                          STATION DESCRIPTION
 DU1698
 DU1698'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1698'IN TEMPE.
 DU1698'IN TEMPE, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1698'POWER ROAD, THENCE WEST 14 MI (22.53 KM) ALONG THE SUPERSTITION
 DU1698'FREEWAY TO RURAL ROAD, THENCE NORTH 0.5 MI (0.81 KM) TO THE
 DU1698'INTERSECTION OF RURAL ROAD AND SOUTHERN AVENUE AND THE MARK ON THE
 DU1698'SOUTHWEST CORNER, 10 FT (3.05 METERS) SOUTH OF THE SOUTH END OF CURB
 DU1698'RADIUS, 12 FT (3.66 METERS) SOUTH OF A TRAFFIC LIGHT POLE ON THE WEST
 DU1698'CURB OF RURAL ROAD, 40 FT (12.19 METERS) SOUTH OF THE SOUTH SIDE OF
 DU1698'SOUTHERN AVENUE, A STANDARD AZDT BRASS CAP EPOXIED ON THE SOUTHWEST
 DU1698'CURB, 8 MI (12.88 KM) WEST AND 0.50 MI (0.81 KM) NORTH OF THE
 DU1698'INTERSECTION OF GILBERT ROAD AND S.R. 360.
 DU1698
 DU1698                          STATION RECOVERY (1994)
 DU1698
 DU1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1698'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1319 ***********************************************************************
 DU1319  DESIGNATION -  1262 AA
 DU1319  PID         -  DU1319
 DU1319  STATE/COUNTY-  AZ/PINAL
 DU1319  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1319
 DU1319                         *CURRENT SURVEY CONTROL
 DU1319  ___________________________________________________________________
 DU1319* NAD 83(1986)-  33 24 34.     (N)    111 31 55.     (W)     SCALED    
 DU1319* NAVD 88     -       532.587  (meters)    1747.33   (feet)  ADJUSTED  
 DU1319  ___________________________________________________________________
 DU1319  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1319  DYNAMIC HT  -         531.936 (meters)    1745.19  (feet)  COMP
 DU1319  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 DU1319
 DU1319  VERT ORDER  -  FIRST     CLASS I
 DU1319
 DU1319.The horizontal coordinates were scaled from a topographic map and have
 DU1319.an estimated accuracy of +/- 6 seconds.
 DU1319
 DU1319.The orthometric height was determined by differential leveling
 DU1319.and adjusted by the National Geodetic Survey in June 1991..
 DU1319
 DU1319.The geoid height was determined by GEOID03.
 DU1319
 DU1319.The dynamic height is computed by dividing the NAVD 88
 DU1319.geopotential number by the normal gravity value computed on the
 DU1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1319.degrees latitude (g = 980.6199 gals.).
 DU1319
 DU1319.The modeled gravity was interpolated from observed gravity values.
 DU1319
 DU1319;                    North         East    Units  Estimated Accuracy
 DU1319;SPC AZ C     -   267,220.      249,140.      MT  (+/- 180 meters Scaled)
 DU1319
 DU1319                          SUPERSEDED SURVEY CONTROL
 DU1319
 DU1319  NGVD 29 (??/??/92)  531.991  (m)         1745.37   (f) ADJ UNCH    1 1
 DU1319
 DU1319.Superseded values are not recommended for survey control.
 DU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1319.See file dsdata.txt to determine how the superseded data were derived.
 DU1319
 DU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB505968(NAD 83)
 DU1319_MARKER: DB = BENCH MARK DISK
 DU1319_SETTING: 66 = SET IN ROCK OUTCROP
 DU1319_SP_SET: ROCK OUTCROP
 DU1319_STAMPING: P AND M BM 1262-AA 73
 DU1319_MARK LOGO: AZHD  
 DU1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1319+STABILITY: POSITION/ELEVATION WELL
 DU1319
 DU1319  HISTORY     - Date     Condition        Report By
 DU1319  HISTORY     - 1973     MONUMENTED       AZHD
 DU1319  HISTORY     - 1981     GOOD             NGS
 DU1319  HISTORY     - 1984     GOOD             AZDT
 DU1319  HISTORY     - 19991120 GOOD             USPSQD
 DU1319  HISTORY     - 20020430 GOOD             INDIV
 DU1319
 DU1319                          STATION DESCRIPTION
 DU1319
 DU1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1319'1.9 KM (1.2 MI) SE FROM APACHE JUNCTION.
 DU1319'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1319'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3
 DU1319'KILOMETER ( 0.2 MILE) EAST ALONG BROADWAY STREET TO THE PRESBYTERIAN
 DU1319'CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH THE CHURCH
 DU1319'PARKING LOT TO THE OUTCROP KNOLL, IN TOP OF ROCK OUTCROP
 DU1319'37.3 METERS (123.5 FEET) EAST OF THE 25-FT. TALL WOODEN CROSS ON THE
 DU1319'EAST SIDE OF THE KNOLL, 11.8 METERS (38.7 FEET) NORTHWEST OF THE
 DU1319'CENTERLINE OF A TRAIL ROAD AND 39.0 METERS ( 128.0 FEET) EAST OF BM
 DU1319'1262-AB AZDT.
 DU1319'THE MARK IS 3 M BELOW THE BASE OF THE CROSS.
 DU1319
 DU1319                          STATION RECOVERY (1984)
 DU1319
 DU1319'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1319'RECOVERED IN GOOD CONDITION.
 DU1319
 DU1319                          STATION RECOVERY (1999)
 DU1319
 DU1319'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1319'RECOVERED IN GOOD CONDITION.
 DU1319
 DU1319                          STATION RECOVERY (2002)
 DU1319
 DU1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1318 ***********************************************************************
 DU1318  DESIGNATION -  1262 AB
 DU1318  PID         -  DU1318
 DU1318  STATE/COUNTY-  AZ/PINAL
 DU1318  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1318
 DU1318                         *CURRENT SURVEY CONTROL
 DU1318  ___________________________________________________________________
 DU1318* NAD 83(1986)-  33 24 34.     (N)    111 31 57.     (W)     SCALED    
 DU1318* NAVD 88     -       536.074  (meters)    1758.77   (feet)  ADJUSTED  
 DU1318  ___________________________________________________________________
 DU1318  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1318  DYNAMIC HT  -         535.419 (meters)    1756.62  (feet)  COMP
 DU1318  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1318
 DU1318  VERT ORDER  -  FIRST     CLASS I
 DU1318
 DU1318.The horizontal coordinates were scaled from a topographic map and have
 DU1318.an estimated accuracy of +/- 6 seconds.
 DU1318
 DU1318.The orthometric height was determined by differential leveling
 DU1318.and adjusted by the National Geodetic Survey in June 1991..
 DU1318
 DU1318.The geoid height was determined by GEOID03.
 DU1318
 DU1318.The dynamic height is computed by dividing the NAVD 88
 DU1318.geopotential number by the normal gravity value computed on the
 DU1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1318.degrees latitude (g = 980.6199 gals.).
 DU1318
 DU1318.The modeled gravity was interpolated from observed gravity values.
 DU1318
 DU1318;                    North         East    Units  Estimated Accuracy
 DU1318;SPC AZ C     -   267,220.      249,090.      MT  (+/- 180 meters Scaled)
 DU1318
 DU1318                          SUPERSEDED SURVEY CONTROL
 DU1318
 DU1318  NGVD 29 (??/??/92)  535.478  (m)         1756.81   (f) ADJ UNCH    1 1
 DU1318
 DU1318.Superseded values are not recommended for survey control.
 DU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1318.See file dsdata.txt to determine how the superseded data were derived.
 DU1318
 DU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB504968(NAD 83)
 DU1318_MARKER: DB = BENCH MARK DISK
 DU1318_SETTING: 66 = SET IN ROCK OUTCROP
 DU1318_SP_SET: ROCK OUTCROP
 DU1318_STAMPING: P AND M BM 1262 AB 73
 DU1318_MARK LOGO: AZHD  
 DU1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1318+STABILITY: POSITION/ELEVATION WELL
 DU1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1318+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 DU1318
 DU1318  HISTORY     - Date     Condition        Report By
 DU1318  HISTORY     - 1973     MONUMENTED       AZHD
 DU1318  HISTORY     - 1981     GOOD             NGS
 DU1318  HISTORY     - 1984     GOOD             AZDT
 DU1318  HISTORY     - 19991120 GOOD             USPSQD
 DU1318  HISTORY     - 20020430 GOOD             INDIV
 DU1318  HISTORY     - 20020519 GOOD             INDIV
 DU1318
 DU1318                          STATION DESCRIPTION
 DU1318
 DU1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1318'1.9 KM (1.2 MI) SE FROM APACHE JUNCTION.
 DU1318'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1318'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3
 DU1318'KILOMETER (0.2 MILE) EAST ALONG BROADWAY STREET TO THE UNITED
 DU1318'PRESBYTERIAN CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH
 DU1318'THE CHURCH PARKING LOT TO THE OUTCROP KNOLL, IN TOP OF
 DU1318'THE OUTCROP 1.4 METER ( 4.5 FEET) WEST OF THE 25-FT. TALL WOODEN
 DU1318'CROSS ON THE EAST SIDE OF THE KNOLL, 37.1 METER (121.7 FEET) NORTH-
 DU1318'NORTHEAST OF THE FIRST POWER POLE SOUTH OF THE KNOLL, 20.7 METERS
 DU1318'( 68.0 FEET) EAST-SOUTHEAST OF THE POWER POLE ON THE KNOLL, AND 14.1
 DU1318'METERS (46.3 FEET) EAST OF THE CENTER OF THE POWER LINES.
 DU1318'THE MARK IS ABOVE LEVEL WITH THE BASE OF THE CROSS.
 DU1318
 DU1318                          STATION RECOVERY (1984)
 DU1318
 DU1318'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (1999)
 DU1318
 DU1318'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (2002)
 DU1318
 DU1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (2002)
 DU1318
 DU1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1480 ***********************************************************************
 DU1480  DESIGNATION -  1262 AC
 DU1480  PID         -  DU1480
 DU1480  STATE/COUNTY-  AZ/PINAL
 DU1480  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1480
 DU1480                         *CURRENT SURVEY CONTROL
 DU1480  ___________________________________________________________________
 DU1480* NAD 83(1986)-  33 24 36.     (N)    111 32 02.     (W)     SCALED    
 DU1480* NAVD 88     -       534.555  (meters)    1753.79   (feet)  ADJUSTED  
 DU1480  ___________________________________________________________________
 DU1480  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1480  DYNAMIC HT  -         533.902 (meters)    1751.64  (feet)  COMP
 DU1480  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1480
 DU1480  VERT ORDER  -  FIRST     CLASS I
 DU1480
 DU1480.The horizontal coordinates were scaled from a topographic map and have
 DU1480.an estimated accuracy of +/- 6 seconds.
 DU1480
 DU1480.The orthometric height was determined by differential leveling
 DU1480.and adjusted by the National Geodetic Survey in November 1993..
 DU1480
 DU1480.The geoid height was determined by GEOID03.
 DU1480
 DU1480.The dynamic height is computed by dividing the NAVD 88
 DU1480.geopotential number by the normal gravity value computed on the
 DU1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1480.degrees latitude (g = 980.6199 gals.).
 DU1480
 DU1480.The modeled gravity was interpolated from observed gravity values.
 DU1480
 DU1480;                    North         East    Units  Estimated Accuracy
 DU1480;SPC AZ C     -   267,290.      248,960.      MT  (+/- 180 meters Scaled)
 DU1480
 DU1480                          SUPERSEDED SURVEY CONTROL
 DU1480
 DU1480  NGVD 29 (??/??/92)  533.960  (m)         1751.83   (f) ADJ UNCH    1 1
 DU1480
 DU1480.Superseded values are not recommended for survey control.
 DU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1480.See file dsdata.txt to determine how the superseded data were derived.
 DU1480
 DU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB503968(NAD 83)
 DU1480_MARKER: DD = SURVEY DISK
 DU1480_SETTING: 66 = SET IN ROCK OUTCROP
 DU1480_SP_SET: ROCK OUTCROP
 DU1480_STAMPING: P M BM 1262 AC
 DU1480_MARK LOGO: AZHD  
 DU1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1480+STABILITY: POSITION/ELEVATION WELL
 DU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1480+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 DU1480
 DU1480  HISTORY     - Date     Condition        Report By
 DU1480  HISTORY     - UNK      MONUMENTED       AZDT
 DU1480  HISTORY     - 1975     GOOD             AZDT
 DU1480  HISTORY     - 1984     GOOD             AZDT
 DU1480  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1480  HISTORY     - 20020519 GOOD             INDIV
 DU1480
 DU1480                          STATION DESCRIPTION
 DU1480
 DU1480'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1480'0.8 MI N FROM PALM SPRINGS.
 DU1480'FROM MILEPOST 197, U.S. 60, 70, AND 80, WEST ON THE HIGHWAY FOR 0.1
 DU1480'MILES.  RIGHT NORTH FOR 0.15 MILES TO THE EAST SIDE OF THE UNITED
 DU1480'PRESBYTERIAN CHURCH.  FROM THERE CONTINUE 0.05 MILES TO THE BASE OF A
 DU1480'SMALL HILL.  PACK TO THE WEST END OF THE HILL AND TO THE STATION.
 DU1480'ABOUT 2/3 OF THE WAY TO THE TOP OF THE HILL.  50 FT. EAST OF THE WEST
 DU1480'END OF THE HILL.  AN AHD BRASS CAP, CEMENTED TO AN OUTCROPPING OF
 DU1480'BEDROCK.
 DU1480
 DU1480                          STATION RECOVERY (1984)
 DU1480
 DU1480'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM (0.9
 DU1480'MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH STATE
 DU1480'HIGHWAY 88 AT APACHE JUNCTION.  THENCE 0.3 KM (0.2 MILE) EAST ALONG
 DU1480'BROADWAY RD.  TO THE UNITED PRESBYTERIAN CHURCH, FROM THERE GO NORTH
 DU1480'0.08 KM.  (0.05 MI.) TO THE BASE OF A SMALL HILL, PACK TO THE WEST
 DU1480'END OF THE HILL AND TO THE STATION.  ABOUT 2/3 OF THE WAY TO THE TOP
 DU1480'OF THE HILL, 50 FEET EAST OF THE WEST END OF THE HILL.  THE MARK IS
 DU1480'AN AHD BRASS CAP, CEMENTED TO AN OUTCROPPING OF BEDROCK.
 DU1480
 DU1480                          STATION RECOVERY (1999)
 DU1480
 DU1480'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1480'MARK NOT FOUND.
 DU1480
 DU1480                          STATION RECOVERY (2002)
 DU1480
 DU1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1327 ***********************************************************************
 DU1327  DESIGNATION -  1262 AD
 DU1327  PID         -  DU1327
 DU1327  STATE/COUNTY-  AZ/MARICOPA
 DU1327  USGS QUAD   -  BUCKHORN (1982)
 DU1327
 DU1327                         *CURRENT SURVEY CONTROL
 DU1327  ___________________________________________________________________
 DU1327* NAD 83(1986)-  33 24 56.     (N)    111 39 09.     (W)     SCALED    
 DU1327* NAVD 88     -       453.620  (meters)    1488.25   (feet)  ADJUSTED  
 DU1327  ___________________________________________________________________
 DU1327  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1327  DYNAMIC HT  -         453.078 (meters)    1486.47  (feet)  COMP
 DU1327  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 DU1327
 DU1327  VERT ORDER  -  FIRST     CLASS II
 DU1327
 DU1327.The horizontal coordinates were scaled from a topographic map and have
 DU1327.an estimated accuracy of +/- 6 seconds.
 DU1327
 DU1327.The orthometric height was determined by differential leveling
 DU1327.and adjusted by the National Geodetic Survey in June 1991..
 DU1327
 DU1327.The geoid height was determined by GEOID03.
 DU1327
 DU1327.The dynamic height is computed by dividing the NAVD 88
 DU1327.geopotential number by the normal gravity value computed on the
 DU1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1327.degrees latitude (g = 980.6199 gals.).
 DU1327
 DU1327.The modeled gravity was interpolated from observed gravity values.
 DU1327
 DU1327;                    North         East    Units  Estimated Accuracy
 DU1327;SPC AZ C     -   267,870.      237,930.      MT  (+/- 180 meters Scaled)
 DU1327
 DU1327                          SUPERSEDED SURVEY CONTROL
 DU1327
 DU1327  NGVD 29 (??/??/92)  453.040  (m)         1486.35   (f) ADJ UNCH    1 2
 DU1327
 DU1327.Superseded values are not recommended for survey control.
 DU1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1327.See file dsdata.txt to determine how the superseded data were derived.
 DU1327
 DU1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393975(NAD 83)
 DU1327_MARKER: DB = BENCH MARK DISK
 DU1327_SETTING: 66 = SET IN ROCK OUTCROP
 DU1327_SP_SET: BEDROCK
 DU1327_STAMPING: P AND M BM 1262-AD 73
 DU1327_MARK LOGO: AZHD  
 DU1327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1327+STABILITY: POSITION/ELEVATION WELL
 DU1327
 DU1327  HISTORY     - Date     Condition        Report By
 DU1327  HISTORY     - 1973     MONUMENTED       AZHD
 DU1327  HISTORY     - 1981     GOOD             NGS
 DU1327  HISTORY     - 1981     GOOD             AZDT
 DU1327  HISTORY     - 1984     GOOD             AZDT
 DU1327  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU1327
 DU1327                          STATION DESCRIPTION
 DU1327
 DU1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1327'4.5 KM (2.8 MI) EAST FROM BUCKHORN.
 DU1327'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU1327'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE GRAY
 DU1327'GRANITE OUTCROP ON TOP OF THE ROCK CUT BELOW THE WEST KNOLL OF THE
 DU1327'DOUBLE KNOLLS, 0.2 KILOMETER (0.1 MILE) WEST OF THE 83 PLACE HIGHWAY
 DU1327'CROSSOVER, 9.7 METERS (31.8 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1327'WESTBOUND HIGHWAY TRAFFIC LANES, 17.8 METERS (58.5 FEET) EAST OF THE
 DU1327'SOUTH GALVANIZED STEEL LEG FOR A 10 X 15 FT. SIGN BOARD, 61.9 METERS
 DU1327'(200.3 FEET) WEST OF THE CENTERLINE OF A DRIVEWAY TO AN A-FRAME
 DU1327'BUILDING, 6.0 METERS (19.8 FEET) WEST-NORTHWEST OF THE CENTER OF A
 DU1327'90 CENTIMETER (36 INCHES) CONCRETE PIPE CULVERT WITH AN L-SHAPED
 DU1327'HEADWALL AND 0.5 METER (1.6 FEET) NORTH OF A WITNESS SIGN THAT IS
 DU1327'CEMENTED TO THE ROCK FACE.
 DU1327'THE MARK IS 2.1 M ABOVE HIGHWAY CENTERLINE.
 DU1327
 DU1327                          STATION RECOVERY (1981)
 DU1327
 DU1327'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1327'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1327'(3.22 KM) EAST ALONG U.S 60 FROM POWER ROAD, 10 FT (3.05 METERS) NORTH
 DU1327'OF THE NORTH EDGE OF PAVING OF THE WEST BOUND LANE, A STANDARD AZHD
 DU1327'BRASS CAP CEMENTED IN AN OUTCROPPING OF BEDROCK.
 DU1327
 DU1327                          STATION RECOVERY (1984)
 DU1327
 DU1327'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1327'RECOVERED IN GOOD CONDITION.
 DU1327
 DU1327                          STATION RECOVERY (1992)
 DU1327
 DU1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1329 ***********************************************************************
 DU1329  DESIGNATION -  1262 AE
 DU1329  PID         -  DU1329
 DU1329  STATE/COUNTY-  AZ/MARICOPA
 DU1329  USGS QUAD   -  BUCKHORN (1982)
 DU1329
 DU1329                         *CURRENT SURVEY CONTROL
 DU1329  ___________________________________________________________________
 DU1329* NAD 83(1986)-  33 24 56.     (N)    111 39 11.     (W)     SCALED    
 DU1329* NAVD 88     -       451.612  (meters)    1481.66   (feet)  ADJUSTED  
 DU1329  ___________________________________________________________________
 DU1329  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1329  DYNAMIC HT  -         451.072 (meters)    1479.89  (feet)  COMP
 DU1329  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DU1329
 DU1329  VERT ORDER  -  FIRST     CLASS II
 DU1329
 DU1329.The horizontal coordinates were scaled from a topographic map and have
 DU1329.an estimated accuracy of +/- 6 seconds.
 DU1329
 DU1329.The orthometric height was determined by differential leveling
 DU1329.and adjusted by the National Geodetic Survey in June 1991..
 DU1329
 DU1329.The geoid height was determined by GEOID03.
 DU1329
 DU1329.The dynamic height is computed by dividing the NAVD 88
 DU1329.geopotential number by the normal gravity value computed on the
 DU1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1329.degrees latitude (g = 980.6199 gals.).
 DU1329
 DU1329.The modeled gravity was interpolated from observed gravity values.
 DU1329
 DU1329;                    North         East    Units  Estimated Accuracy
 DU1329;SPC AZ C     -   267,870.      237,880.      MT  (+/- 180 meters Scaled)
 DU1329
 DU1329                          SUPERSEDED SURVEY CONTROL
 DU1329
 DU1329  NGVD 29 (??/??/92)  451.031  (m)         1479.76   (f) ADJ UNCH    1 2
 DU1329
 DU1329.Superseded values are not recommended for survey control.
 DU1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1329.See file dsdata.txt to determine how the superseded data were derived.
 DU1329
 DU1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392975(NAD 83)
 DU1329_MARKER: DD = SURVEY DISK
 DU1329_SETTING: 66 = SET IN ROCK OUTCROP
 DU1329_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU1329_STAMPING: P AND M BM 1262-AE 73
 DU1329_MARK LOGO: AZHD  
 DU1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1329+STABILITY: POSITION/ELEVATION WELL
 DU1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1329+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU1329
 DU1329  HISTORY     - Date     Condition        Report By
 DU1329  HISTORY     - 1973     MONUMENTED       AZHD
 DU1329  HISTORY     - 1981     GOOD             NGS
 DU1329  HISTORY     - 1981     GOOD             AZDT
 DU1329  HISTORY     - 1984     GOOD             AZDT
 DU1329  HISTORY     - 19920120 GOOD             NGS
 DU1329  HISTORY     - 20060904 GOOD             GEOCAC
 DU1329
 DU1329                          STATION DESCRIPTION
 DU1329
 DU1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1329'4.4 KM (2.75 MI) EAST FROM BUCKHORN.
 DU1329'THE MARK IS 0.3 M ABOVE HIGHWAY CENTERLINE.
 DU1329'4.4 KILOMETERS (2.75 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU1329'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF A 60 X 45
 DU1329'CENTIMETER (2 X 1.5 FEET) SHELF OF GRANITE OUTCROP IN THE ROCK CUT
 DU1329'BELOW THE WEST KNOLL AT THE DOUBLE KNOLLS, AND SOUTH OF AND IN LINE
 DU1329'WITH THE EAST EDGE OF THE STEEL WATER TANK ON TOP OF THE WEST KNOLL,
 DU1329'8.6 METERS (28.2 FEET) NORTH OF THE NORTH CENTERLINE OF THE WESTBOUND
 DU1329'HIGHWAY TRAFFIC LANES, 89.0 METERS (292.0 FEET) WEST OF THE CENTER OF
 DU1329'A 90 CENTIMETER (36 INCHES) CONCRETE CULVERT WITH AN L-SHAPED
 DU1329'HEADWALL, 54.5 METERS (179.0 FEET) WEST OF NGS BM W 473 AND 52.7
 DU1329'METERS (173.2 FEET) EAST OF AZDT BM 1262 A-F AT THE WEST END OF THE
 DU1329'ROCK CUT.
 DU1329
 DU1329                          STATION RECOVERY (1981)
 DU1329
 DU1329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1329'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1329'(3.22 KM) EAST ALONG U.S. 60 FROM POWER ROAD, 10 FT (3.05 METERS)
 DU1329'NORTH OF THE NORTH EDGE OF PAVING OF THE WEST BOUND LANE, A STANDARD
 DU1329'AZHD BRASS CAP CEMENTED IN AN OUTCROPPING OF BEDROCK.
 DU1329
 DU1329                          STATION RECOVERY (1984)
 DU1329
 DU1329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1329'RECOVERED IN GOOD CONDITION.
 DU1329
 DU1329                          STATION RECOVERY (1992)
 DU1329
 DU1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1329'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1329'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1329'THE EAST END OF A 1 BY 2-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 DU1329'CUT AT THE BASE OF THE MOST WESTERLY OF 2 KNOLLS, 54.6 M (179.1 FT)
 DU1329'WEST OF BENCH MARK W 473, 10.5 M (34.4 FT) NORTH OF THE CENTER OF THE
 DU1329'WESTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DU1329'THE HIGHWAY.
 DU1329
 DU1329                          STATION RECOVERY (2006)
 DU1329
 DU1329'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1330 ***********************************************************************
 DU1330  DESIGNATION -  1262 AF
 DU1330  PID         -  DU1330
 DU1330  STATE/COUNTY-  AZ/MARICOPA
 DU1330  USGS QUAD   -  BUCKHORN (1982)
 DU1330
 DU1330                         *CURRENT SURVEY CONTROL
 DU1330  ___________________________________________________________________
 DU1330* NAD 83(1986)-  33 24 56.     (N)    111 39 13.     (W)     SCALED    
 DU1330* NAVD 88     -       453.179  (meters)    1486.80   (feet)  ADJUSTED  
 DU1330  ___________________________________________________________________
 DU1330  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1330  DYNAMIC HT  -         452.637 (meters)    1485.03  (feet)  COMP
 DU1330  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 DU1330
 DU1330  VERT ORDER  -  FIRST     CLASS II
 DU1330
 DU1330.The horizontal coordinates were scaled from a topographic map and have
 DU1330.an estimated accuracy of +/- 6 seconds.
 DU1330
 DU1330.The orthometric height was determined by differential leveling
 DU1330.and adjusted by the National Geodetic Survey in November 1993..
 DU1330.WARNING-Repeat measurements at this control monument indicate possible
 DU1330.vertical movement.
 DU1330
 DU1330.The geoid height was determined by GEOID03.
 DU1330
 DU1330.The dynamic height is computed by dividing the NAVD 88
 DU1330.geopotential number by the normal gravity value computed on the
 DU1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1330.degrees latitude (g = 980.6199 gals.).
 DU1330
 DU1330.The modeled gravity was interpolated from observed gravity values.
 DU1330
 DU1330;                    North         East    Units  Estimated Accuracy
 DU1330;SPC AZ C     -   267,870.      237,830.      MT  (+/- 180 meters Scaled)
 DU1330
 DU1330                          SUPERSEDED SURVEY CONTROL
 DU1330
 DU1330  NAVD 88 (06/15/91)  453.181  (m)         1486.81   (f) UNKNOWN     1 2
 DU1330  NGVD 29 (??/??/92)  452.599  (m)         1484.90   (f) ADJ UNCH    1 2
 DU1330
 DU1330.Superseded values are not recommended for survey control.
 DU1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1330.See file dsdata.txt to determine how the superseded data were derived.
 DU1330
 DU1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392975(NAD 83)
 DU1330_MARKER: DD = SURVEY DISK
 DU1330_SETTING: 66 = SET IN ROCK OUTCROP
 DU1330_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU1330_STAMPING: P AND M BM 1262-AF 73
 DU1330_MARK LOGO: AZHD  
 DU1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1330+STABILITY: POSITION/ELEVATION WELL
 DU1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1330+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 DU1330
 DU1330  HISTORY     - Date     Condition        Report By
 DU1330  HISTORY     - 1973     MONUMENTED       AZHD
 DU1330  HISTORY     - 1981     GOOD             NGS
 DU1330  HISTORY     - 1981     GOOD             AZDT
 DU1330  HISTORY     - 1984     GOOD             AZDT
 DU1330  HISTORY     - 19920120 GOOD             NGS
 DU1330  HISTORY     - 20060901 GOOD             GEOCAC
 DU1330
 DU1330                          STATION DESCRIPTION
 DU1330
 DU1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1330'4.3 KM (2.7 MI) EAST FROM BUCKHORN.
 DU1330'THE MARK IS 2.8 M ABOVE HIGHWAY CENTERLINE.
 DU1330'4.3 KILOMETERS (2.7 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1330'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF GRANITE
 DU1330'OUTCROP AT AND ON TOP OF THE WEST END OF THE ROCK CUT BELOW THE WEST
 DU1330'KNOLL OF THE DOUBLE KNOLLS, 0.25 KILOMETER (0.15 MILE) EAST OF 81ST
 DU1330'STREET, 11.0 METERS (36.0 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1330'WESTBOUND HIGHWAY TRAFFIC LANES, 52.7 METERS (173.2 FEET) WEST OF
 DU1330'AZDT BM 1262 A-E, 15.8 METERS (51.8 FEET) EAST OF THE EXTENDED EAST
 DU1330'WALL OF THE ASSEMBLY OF GOD CHURCH, 19.9 METERS (65.3 FEET) EAST OF
 DU1330'THE AZDT CONCRETE POST BM 514+20.44 ON THE BOTTOM OF THE SOUTHWEST
 DU1330'SLOPE OF THE WEST KNOLL AND WEST END OF THE HIGHWAY CUT AND 2.1 METERS
 DU1330'(6.9 FEET) NORTH OF AND 1 METER (3.3 FEET) ABOVE A WITNESS SIGN
 DU1330'CEMENTED TO THE ROCK.
 DU1330
 DU1330                          STATION RECOVERY (1981)
 DU1330
 DU1330'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1330'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1330'(3.22 KM) EAST ALONG U.S. 60 FROM POWER ROAD, 25 FT (7.62 METERS)
 DU1330'NORTH OF THE NORTH EDGE OF THE WEST BOUND LANE, AT THE WEST END OF THE
 DU1330'CUT ON THE WEST BOUND LANE, ABOUT 100 FT (30.48 METERS) EAST OF THE
 DU1330'WEST END OF THE BUTTE, A STANDARD AZHD BRASS CAP CEMENTED IN AN
 DU1330'OUTCROPPING OF BEDROCK.
 DU1330
 DU1330                          STATION RECOVERY (1984)
 DU1330
 DU1330'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1330'RECOVERED IN GOOD CONDITION.
 DU1330
 DU1330                          STATION RECOVERY (1992)
 DU1330
 DU1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1330'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1330'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1330'THE NORTH EDGE OF A 10 BY 15-FOOT AREA OF OUTCROPPING BEDROCK AT THE
 DU1330'WEST END OF A HIGHWAY CUT THROUGH THE MOST WESTERLY OF 2 KNOLLS, 52.7
 DU1330'M (172.9 FT) WEST OF BENCH MARK 1262 AE, 12.8 M (42.0 FT) NORTH OF
 DU1330'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 2.2 M (7.2 FT)
 DU1330'ABOVE THE LEVEL OF THE HIGHWAY, AND 1.9 M (6.2 FT) NORTH-NORTHEAST OF
 DU1330'A WITNESS SIGN CEMENTED TO THE SOUTH FACE OF THE OUTCROP.
 DU1330
 DU1330                          STATION RECOVERY (2006)
 DU1330
 DU1330'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1692 ***********************************************************************
 DU1692  DESIGNATION -  1262 D R
 DU1692  PID         -  DU1692
 DU1692  STATE/COUNTY-  AZ/MARICOPA
 DU1692  USGS QUAD   -  MESA (1982)
 DU1692
 DU1692                         *CURRENT SURVEY CONTROL
 DU1692  ___________________________________________________________________
 DU1692* NAD 83(1986)-  33 23 21.     (N)    111 52 30.     (W)     SCALED    
 DU1692* NAVD 88     -       365.707  (meters)    1199.82   (feet)  ADJUSTED  
 DU1692  ___________________________________________________________________
 DU1692  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1692  DYNAMIC HT  -         365.279 (meters)    1198.42  (feet)  COMP
 DU1692  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 DU1692
 DU1692  VERT ORDER  -  SECOND    CLASS I
 DU1692
 DU1692.The horizontal coordinates were scaled from a topographic map and have
 DU1692.an estimated accuracy of +/- 6 seconds.
 DU1692
 DU1692.The orthometric height was determined by differential leveling
 DU1692.and adjusted by the National Geodetic Survey in January 1998..
 DU1692
 DU1692.The geoid height was determined by GEOID03.
 DU1692
 DU1692.The dynamic height is computed by dividing the NAVD 88
 DU1692.geopotential number by the normal gravity value computed on the
 DU1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1692.degrees latitude (g = 980.6199 gals.).
 DU1692
 DU1692.The modeled gravity was interpolated from observed gravity values.
 DU1692
 DU1692;                    North         East    Units  Estimated Accuracy
 DU1692;SPC AZ C     -   264,910.      217,240.      MT  (+/- 180 meters Scaled)
 DU1692
 DU1692                          SUPERSEDED SURVEY CONTROL
 DU1692
 DU1692  NAVD 88 (11/29/93)  365.686  (m)         1199.75   (f) UNKNOWN     2 1
 DU1692
 DU1692.Superseded values are not recommended for survey control.
 DU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1692.See file dsdata.txt to determine how the superseded data were derived.
 DU1692
 DU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB186947(NAD 83)
 DU1692_MARKER: DB = BENCH MARK DISK
 DU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1692_SP_SET: CONCRETE POST
 DU1692_STAMPING: 1262-D-R
 DU1692_MARK LOGO: AZDT  
 DU1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1692+STABILITY: SURFACE MOTION
 DU1692
 DU1692  HISTORY     - Date     Condition        Report By
 DU1692  HISTORY     - UNK      MONUMENTED       AZDT
 DU1692  HISTORY     - 1981     GOOD             AZDT
 DU1692  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1692  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU1692
 DU1692                          STATION DESCRIPTION
 DU1692
 DU1692'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1692'IN MESA.
 DU1692'IN MESA, 5 MI (8.05 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1692'GILBERT ROAD TO DOBSON ROAD, 0.20 MI (0.60 KM) NORTH ALONG DOBSON ROAD
 DU1692'FROM FREEWAY CENTERLINE, STATION ON LEFT, 52.0 FT (15.85 METERS) WEST
 DU1692'OF DOBSON ROAD CENTERLINE, 2.0 FT (0.61 METERS) WEST OF SIDEWALK,
 DU1692'183.0 FT (55.77 METERS) SOUTH OF ENTRANCE TO DESERT SAMARITAN
 DU1692'HOSPITAL, A STANDARD AZDT ALUMINUM CAP SET IN CONCRETE FLUSH WITH
 DU1692'GROUND.
 DU1692
 DU1692                          STATION RECOVERY (1994)
 DU1692
 DU1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1692'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1692
 DU1692                          STATION RECOVERY (2005)
 DU1692
 DU1692'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1692'THE AREA 183 FEET SOUTH OF THE ENTRANCE TO DESERT SAMARITAN HOSPITAL
 DU1692'AND 52.0 FEET WEST OF THE CENTERLINE OF DOBSON ROAD NOW HAS A BUS
 DU1692'STOP. THE SIDEWALK HAS BEEN MOVED MORE THAN 20 FEET TO THE WEST TO
 DU1692'ACCOMMODATE THE BUS STOP, WHICH WOULD PUT THE BENCHMARK UNDER THE
 DU1692'ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1680 ***********************************************************************
 DU1680  DESIGNATION -  1262 F RESET
 DU1680  PID         -  DU1680
 DU1680  STATE/COUNTY-  AZ/MARICOPA
 DU1680  USGS QUAD   -  MESA (1982)
 DU1680
 DU1680                         *CURRENT SURVEY CONTROL
 DU1680  ___________________________________________________________________
 DU1680* NAD 83(1986)-  33 23 04.     (N)    111 50 17.     (W)     SCALED    
 DU1680* NAVD 88     -       369.640  (meters)    1212.73   (feet)  ADJUSTED  
 DU1680  ___________________________________________________________________
 DU1680  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1680  DYNAMIC HT  -         369.202 (meters)    1211.29  (feet)  COMP
 DU1680  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DU1680
 DU1680  VERT ORDER  -  SECOND    CLASS I
 DU1680
 DU1680.The horizontal coordinates were scaled from a topographic map and have
 DU1680.an estimated accuracy of +/- 6 seconds.
 DU1680
 DU1680.The orthometric height was determined by differential leveling
 DU1680.and adjusted by the National Geodetic Survey in January 1998..
 DU1680
 DU1680.The geoid height was determined by GEOID03.
 DU1680
 DU1680.The dynamic height is computed by dividing the NAVD 88
 DU1680.geopotential number by the normal gravity value computed on the
 DU1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1680.degrees latitude (g = 980.6199 gals.).
 DU1680
 DU1680.The modeled gravity was interpolated from observed gravity values.
 DU1680
 DU1680;                    North         East    Units  Estimated Accuracy
 DU1680;SPC AZ C     -   264,390.      220,670.      MT  (+/- 180 meters Scaled)
 DU1680
 DU1680                          SUPERSEDED SURVEY CONTROL
 DU1680
 DU1680  NAVD 88 (11/29/93)  369.610  (m)         1212.63   (f) UNKNOWN     2 1
 DU1680
 DU1680.Superseded values are not recommended for survey control.
 DU1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1680.See file dsdata.txt to determine how the superseded data were derived.
 DU1680
 DU1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220942(NAD 83)
 DU1680_MARKER: DD = SURVEY DISK
 DU1680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1680_SP_SET: CURB
 DU1680_STAMPING: RESET B.M. RESET 1262-F 1977
 DU1680_MARK LOGO: AZDT  
 DU1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1680+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1680
 DU1680  HISTORY     - Date     Condition        Report By
 DU1680  HISTORY     - UNK      MONUMENTED       AZDT
 DU1680  HISTORY     - 1981     GOOD             AZDT
 DU1680  HISTORY     - 19941012 GOOD             NGS
 DU1680  HISTORY     - 19941026 GOOD             NGS
 DU1680  HISTORY     - 20051203 GOOD             GEOCAC
 DU1680
 DU1680                          STATION DESCRIPTION
 DU1680
 DU1680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1680'IN MESA.
 DU1680'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1680'GILBERT ROAD TO COUNTRY CLUB DRIVE, ABOUT 500 FT (152.40 METERS) SOUTH
 DU1680'OF THE FREEWAY CENTERLINE TO IRON AVENUE AND 600 FT (182.88 METERS)
 DU1680'EAST, 20 FT (6.10 METERS) SOUTH OF THE CENTERLINE OF IRON AVENUE, 5 FT
 DU1680'(1.52 METERS) NORTH OF THE NORTH EDGE OF A 5- BY 5- BY 5-FOOT
 DU1680'BOULDER OF COPPER ORE, AN AZDT
 DU1680'ALUMINUM CAP CEMENTED TO A CURB ON THE SOUTH SIDE OF IRON AVENUE AND
 DU1680'ABOUT 0.4 FT ABOVE THE ADJACENT STREET LEVEL.
 DU1680
 DU1680                          STATION RECOVERY (1994)
 DU1680
 DU1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1680'0.2 KM (0.10 MI) EASTERLY ALONG IRON AVENUE FROM THE JUNCTION OF STATE
 DU1680'HIGHWAY 87 IN MESA, IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF THE
 DU1680'AVENUE, 32.6 M (107.0 FT) EAST OF BENCH MARK F, 26.7 M (87.6 FT) EAST
 DU1680'OF THE CENTER OF THE ENTRANCE ROAD LEADING TO THE EMPIRE MACHINE
 DU1680'COMPANY, 6.0 M (19.7 FT) SOUTH OF THE AVENUE CENTER, AND 0.2 M (0.7
 DU1680'FT) ABOVE THE LEVEL OF THE AVENUE.
 DU1680
 DU1680                          STATION RECOVERY (1994)
 DU1680
 DU1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1680'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1680'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1680'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1680'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1680'0.1 MILE (0.2 KM) TO A SIDE ROAD LEFT, IRON AVENUE.  TURN LEFT AND GO
 DU1680'EAST ON IRON AVENUE FOR 0.1 MILE (0.2 KM) (PASSING STATION F IN THE
 DU1680'CENTER OF THE WESTBOUND LANE) PASSING A SECOND PAVED DRIVEWAY ON THE
 DU1680'RIGHT TO THE STATION ON THE RIGHT IN THE SOUTH CURB OF IRON AVENUE,
 DU1680'500 FEET (152.4 M) SOUTH OF THE FREEWAY CENTERLINE TO IRON AVENUE AND
 DU1680'600 FEET (182.9 M) EAST, 20 FEET (6.1 M) SOUTH OF THE CENTERLINE OF
 DU1680'IRON AVENUE, 5 FEET (1.5 M) NORTH OF THE NORTH EDGE OF A 5 X 5 X 5
 DU1680'FOOT (1.5 M) BOULDER OF COPPER ORE, 82 FEET (25.0 M) EAST OF THE
 DU1680'CENTERLINE OF THE SECOND PAVED DRIVEWAY, A AZDT ALUMINUM DISK CEMENTED
 DU1680'IN THE CURB ON THE SOUTH SIDE OF IRON AVENUE AND 0.4 FEET (12.2 CM)
 DU1680'ABOVE THE ADJACENT STREET LEVEL.  NOTE--THE STATION IS ABOUT 100 FEET
 DU1680'(30.5 M) EAST OF STATION F.
 DU1680
 DU1680                          STATION RECOVERY (2005)
 DU1680
 DU1680'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1680'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT 5 X 5 X 5 BOULDER OF
 DU1680'COPPER ORE NO LONGER THERE. ALSO IT IS 11 FEET NORTHWEST OF THE THIRD
 DU1680'ORANGE LIGHT FROM SECOND PAVED DRIVEWAY.
 DU1680'COORDINATES ARE  33 23 03.72 (N)   111 50 17.40 (W) (NAD 83).
 DU1680' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1661 ***********************************************************************
 DU1661  DESIGNATION -  1262 J 1
 DU1661  PID         -  DU1661
 DU1661  STATE/COUNTY-  AZ/MARICOPA
 DU1661  USGS QUAD   -  MESA (1982)
 DU1661
 DU1661                         *CURRENT SURVEY CONTROL
 DU1661  ___________________________________________________________________
 DU1661* NAD 83(1986)-  33 23 10.     (N)    111 46 01.     (W)     SCALED    
 DU1661* NAVD 88     -       380.680  (meters)    1248.95   (feet)  ADJUSTED  
 DU1661  ___________________________________________________________________
 DU1661  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1661  DYNAMIC HT  -         380.228 (meters)    1247.46  (feet)  COMP
 DU1661  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 DU1661
 DU1661  VERT ORDER  -  SECOND    CLASS I
 DU1661
 DU1661.The horizontal coordinates were scaled from a topographic map and have
 DU1661.an estimated accuracy of +/- 6 seconds.
 DU1661
 DU1661.The orthometric height was determined by differential leveling
 DU1661.and adjusted by the National Geodetic Survey in January 1998..
 DU1661
 DU1661.The geoid height was determined by GEOID03.
 DU1661
 DU1661.The dynamic height is computed by dividing the NAVD 88
 DU1661.geopotential number by the normal gravity value computed on the
 DU1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1661.degrees latitude (g = 980.6199 gals.).
 DU1661
 DU1661.The modeled gravity was interpolated from observed gravity values.
 DU1661
 DU1661;                    North         East    Units  Estimated Accuracy
 DU1661;SPC AZ C     -   264,580.      227,290.      MT  (+/- 180 meters Scaled)
 DU1661
 DU1661                          SUPERSEDED SURVEY CONTROL
 DU1661
 DU1661  NAVD 88 (11/29/93)  380.664  (m)         1248.90   (f) UNKNOWN     2 1
 DU1661
 DU1661.Superseded values are not recommended for survey control.
 DU1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1661.See file dsdata.txt to determine how the superseded data were derived.
 DU1661
 DU1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB286943(NAD 83)
 DU1661_MARKER: DB = BENCH MARK DISK
 DU1661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1661_SP_SET: CONCRETE DITCH
 DU1661_STAMPING: 1262-J-1
 DU1661_MARK LOGO: AZDT  
 DU1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1661
 DU1661  HISTORY     - Date     Condition        Report By
 DU1661  HISTORY     - UNK      MONUMENTED       AZDT
 DU1661  HISTORY     - 1981     GOOD             AZDT
 DU1661  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1661  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1661
 DU1661                          STATION DESCRIPTION
 DU1661
 DU1661'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1661'IN MESA.
 DU1661'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1661'ROAD TO THE SUPERSTITION FREEWAY, THENCE 5.0 MI (8.05 KM) WEST AND THE
 DU1661'MARK ON THE LEFT, 27 FT (8.22 METERS) WEST OF THE WEST EDGE OF THE
 DU1661'CONSOLIDATED CANAL, 20 FT (6.10 METERS) WEST OF CENTERLINE OF A ROAD
 DU1661'ON THE WEST BANK OF CANAL, A STANDARD AZDT ALUMINUM CAP EPOXIED ON THE
 DU1661'EAST SIDE OF A CONCRETE IRRIGATION DITCH.
 DU1661
 DU1661                          STATION RECOVERY (1994)
 DU1661
 DU1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1661'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1661
 DU1661                          STATION RECOVERY (2006)
 DU1661
 DU1661'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1661'THERE IS NO CONCRETE IRRIGATION DITCH ON THE WEST BANK OF THE
 DU1661'CONSOLIDATED CANAL WHERE IT INTERSECTS THE SUPERSTITION FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1660 ***********************************************************************
 DU1660  DESIGNATION -  1262 K 1
 DU1660  PID         -  DU1660
 DU1660  STATE/COUNTY-  AZ/MARICOPA
 DU1660  USGS QUAD   -  MESA (1982)
 DU1660
 DU1660                         *CURRENT SURVEY CONTROL
 DU1660  ___________________________________________________________________
 DU1660* NAD 83(1986)-  33 23 10.     (N)    111 45 45.     (W)     SCALED    
 DU1660* NAVD 88     -       382.590  (meters)    1255.21   (feet)  ADJUSTED  
 DU1660  ___________________________________________________________________
 DU1660  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1660  DYNAMIC HT  -         382.136 (meters)    1253.72  (feet)  COMP
 DU1660  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1660
 DU1660  VERT ORDER  -  SECOND    CLASS I
 DU1660
 DU1660.The horizontal coordinates were scaled from a topographic map and have
 DU1660.an estimated accuracy of +/- 6 seconds.
 DU1660
 DU1660.The orthometric height was determined by differential leveling
 DU1660.and adjusted by the National Geodetic Survey in January 1998..
 DU1660
 DU1660.The geoid height was determined by GEOID03.
 DU1660
 DU1660.The dynamic height is computed by dividing the NAVD 88
 DU1660.geopotential number by the normal gravity value computed on the
 DU1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1660.degrees latitude (g = 980.6199 gals.).
 DU1660
 DU1660.The modeled gravity was interpolated from observed gravity values.
 DU1660
 DU1660;                    North         East    Units  Estimated Accuracy
 DU1660;SPC AZ C     -   264,580.      227,700.      MT  (+/- 180 meters Scaled)
 DU1660
 DU1660                          SUPERSEDED SURVEY CONTROL
 DU1660
 DU1660  NAVD 88 (11/29/93)  382.575  (m)         1255.16   (f) UNKNOWN     2 1
 DU1660
 DU1660.Superseded values are not recommended for survey control.
 DU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1660.See file dsdata.txt to determine how the superseded data were derived.
 DU1660
 DU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290943(NAD 83)
 DU1660_MARKER: DB = BENCH MARK DISK
 DU1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1660_SP_SET: CURB, FIELD BRIDGE
 DU1660_STAMPING: PM 1262-K-1
 DU1660_MARK LOGO: AZDT  
 DU1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1660
 DU1660  HISTORY     - Date     Condition        Report By
 DU1660  HISTORY     - UNK      MONUMENTED       AZDT
 DU1660  HISTORY     - 1981     GOOD             AZDT
 DU1660  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1660  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1660
 DU1660                          STATION DESCRIPTION
 DU1660
 DU1660'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1660'IN MESA.
 DU1660'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1660'ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE 4.5 MI (7.25 KM)
 DU1660'WEST, ON THE APPROXIMATE CENTERLINE OF FREEWAY, ON THE WEST END OF THE
 DU1660'CURB OF A FIELD BRIDGE, ON THE SOUTHWEST CORNER OF THE BRIDGE, A
 DU1660'STANDARD AZDT BRASS CAP.
 DU1660
 DU1660                          STATION RECOVERY (1994)
 DU1660
 DU1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1660'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1660
 DU1660                          STATION RECOVERY (2006)
 DU1660
 DU1660'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1660'THERE IS NOW A ROAD BRIDGE AT THIS LOCATION (WHERE 32ND STREET CROSSES
 DU1660'U.S. 60). THE MARK WAS NOT FOUND IN THE SOUTHWEST CORNER OF THE ROAD
 DU1660'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1657 ***********************************************************************
 DU1657  DESIGNATION -  1262 L
 DU1657  PID         -  DU1657
 DU1657  STATE/COUNTY-  AZ/MARICOPA
 DU1657  USGS QUAD   -  MESA (1982)
 DU1657
 DU1657                         *CURRENT SURVEY CONTROL
 DU1657  ___________________________________________________________________
 DU1657* NAD 83(1986)-  33 23 14.     (N)    111 45 14.     (W)     SCALED    
 DU1657* NAVD 88     -       385.459  (meters)    1264.63   (feet)  ADJUSTED  
 DU1657  ___________________________________________________________________
 DU1657  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1657  DYNAMIC HT  -         385.001 (meters)    1263.12  (feet)  COMP
 DU1657  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 DU1657
 DU1657  VERT ORDER  -  SECOND    CLASS I
 DU1657
 DU1657.The horizontal coordinates were scaled from a topographic map and have
 DU1657.an estimated accuracy of +/- 6 seconds.
 DU1657
 DU1657.The orthometric height was determined by differential leveling
 DU1657.and adjusted by the National Geodetic Survey in January 1998..
 DU1657
 DU1657.The geoid height was determined by GEOID03.
 DU1657
 DU1657.The dynamic height is computed by dividing the NAVD 88
 DU1657.geopotential number by the normal gravity value computed on the
 DU1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1657.degrees latitude (g = 980.6199 gals.).
 DU1657
 DU1657.The modeled gravity was interpolated from observed gravity values.
 DU1657
 DU1657;                    North         East    Units  Estimated Accuracy
 DU1657;SPC AZ C     -   264,710.      228,500.      MT  (+/- 180 meters Scaled)
 DU1657
 DU1657                          SUPERSEDED SURVEY CONTROL
 DU1657
 DU1657  NAVD 88 (11/29/93)  385.446  (m)         1264.58   (f) UNKNOWN     2 1
 DU1657
 DU1657.Superseded values are not recommended for survey control.
 DU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1657.See file dsdata.txt to determine how the superseded data were derived.
 DU1657
 DU1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB298944(NAD 83)
 DU1657_MARKER: DB = BENCH MARK DISK
 DU1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1657_SP_SET: CONCRETE POST
 DU1657_STAMPING: PM BM 1262-L
 DU1657_MARK LOGO: AZDT  
 DU1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1657+STABILITY: SURFACE MOTION
 DU1657
 DU1657  HISTORY     - Date     Condition        Report By
 DU1657  HISTORY     - UNK      MONUMENTED       AZDT
 DU1657  HISTORY     - 1981     GOOD             AZDT
 DU1657  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1657  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1657
 DU1657                          STATION DESCRIPTION
 DU1657
 DU1657'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1657'IN MESA.
 DU1657'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1657'ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE 4 MI (6.44 KM) WEST
 DU1657'TO VAL VISTA DRIVE, ABOUT 750 FT (228.60 METERS) NORTH OF THE FREEWAY
 DU1657'CENTERLINE, 2 FT (0.61 METERS) SOUTH OF THE THIRD POWER POLE NORTH OF
 DU1657'THE FREEWAY CENTERLINE, 33 FT (10.05 METERS) EAST OF THE CENTERLINE OF
 DU1657'VAL VISTA DRIVE, MARKED WITH A PM SURVEY SIGN, A STANDARD AZDT BRASS
 DU1657'CAP SET IN AN 8-INCH (20.32 CM) CONCRETE POST, UP 0.5 FT
 DU1657'(15.24 CM).
 DU1657
 DU1657                          STATION RECOVERY (1994)
 DU1657
 DU1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1657'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1657
 DU1657                          STATION RECOVERY (2006)
 DU1657
 DU1657'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1657'THE AREA NORTH OF THE FREEWAY ON VAL VISTA DRIVE HAS BEEN WIDENED, AND
 DU1657'IT APPEARS THAT THE FIRST THREE POWER POLES HAVE BEEN REMOVED BECAUSE
 DU1657'THERE ARE NO POWER POLES ON VAL VISTA DRIVE BETWEEN CENTERLINE OF THE
 DU1657'FREEWAY AND 750 NORTH OF THE CENTERLINE OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1652 ***********************************************************************
 DU1652  DESIGNATION -  1262 M
 DU1652  PID         -  DU1652
 DU1652  STATE/COUNTY-  AZ/MARICOPA
 DU1652  USGS QUAD   -  BUCKHORN (1982)
 DU1652
 DU1652                         *CURRENT SURVEY CONTROL
 DU1652  ___________________________________________________________________
 DU1652* NAD 83(1986)-  33 22 58.     (N)    111 44 09.     (W)     SCALED    
 DU1652* NAVD 88     -       392.290  (meters)    1287.04   (feet)  ADJUSTED  
 DU1652  ___________________________________________________________________
 DU1652  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1652  DYNAMIC HT  -         391.823 (meters)    1285.51  (feet)  COMP
 DU1652  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 DU1652
 DU1652  VERT ORDER  -  SECOND    CLASS I
 DU1652
 DU1652.The horizontal coordinates were scaled from a topographic map and have
 DU1652.an estimated accuracy of +/- 6 seconds.
 DU1652
 DU1652.The orthometric height was determined by differential leveling
 DU1652.and adjusted by the National Geodetic Survey in January 1998..
 DU1652
 DU1652.The geoid height was determined by GEOID03.
 DU1652
 DU1652.The dynamic height is computed by dividing the NAVD 88
 DU1652.geopotential number by the normal gravity value computed on the
 DU1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1652.degrees latitude (g = 980.6199 gals.).
 DU1652
 DU1652.The modeled gravity was interpolated from observed gravity values.
 DU1652
 DU1652;                    North         East    Units  Estimated Accuracy
 DU1652;SPC AZ C     -   264,220.      230,180.      MT  (+/- 180 meters Scaled)
 DU1652
 DU1652                          SUPERSEDED SURVEY CONTROL
 DU1652
 DU1652  NAVD 88 (11/29/93)  392.280  (m)         1287.01   (f) UNKNOWN     2 1
 DU1652
 DU1652.Superseded values are not recommended for survey control.
 DU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1652.See file dsdata.txt to determine how the superseded data were derived.
 DU1652
 DU1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315939(NAD 83)
 DU1652_MARKER: DB = BENCH MARK DISK
 DU1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1652_SP_SET: ON CONCRETE BRIDGE
 DU1652_STAMPING: PM BM 1262-M
 DU1652_MARK LOGO: AZ-013
 DU1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1652
 DU1652  HISTORY     - Date     Condition        Report By
 DU1652  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1652  HISTORY     - 1981     GOOD             AZDT
 DU1652
 DU1652                          STATION DESCRIPTION
 DU1652
 DU1652'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1652'IN MESA.
 DU1652'IN MESA, 2 MI (3.2 KM) SOUTH OF JUNCTION OF U.S.60 AND POWER ROADS,
 DU1652'THENCE 3 MI (4.8 KM) WEST ALONG SUPERSTITIION FREEWAY CORRIDOR TO
 DU1652'GREENFIELD ROAD, ON THE WEST CURB OF THE COUNTY BRIDGE ACROSS THE
 DU1652'EASTERN CANAL, ABOUT 600 FT (182.88 METERS) SOUTH OF THE SUPERSTITION
 DU1652'FREEWAY CENTERLINE, ABOUT 1 FT (.30 METERS) ABOVE THE BRIDGE DECK, A
 DU1652'MARICOPA COUNTY 3-INCH BRASS CAP SET IN THE TOP AND CENTER OF THE WEST
 DU1652'BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1649 ***********************************************************************
 DU1649  DESIGNATION -  1262 N
 DU1649  PID         -  DU1649
 DU1649  STATE/COUNTY-  AZ/MARICOPA
 DU1649  USGS QUAD   -  BUCKHORN (1982)
 DU1649
 DU1649                         *CURRENT SURVEY CONTROL
 DU1649  ___________________________________________________________________
 DU1649* NAD 83(1986)-  33 23 12.     (N)    111 43 09.     (W)     SCALED    
 DU1649* NAVD 88     -       399.505  (meters)    1310.71   (feet)  ADJUSTED  
 DU1649  ___________________________________________________________________
 DU1649  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1649  DYNAMIC HT  -         399.029 (meters)    1309.15  (feet)  COMP
 DU1649  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 DU1649
 DU1649  VERT ORDER  -  SECOND    CLASS I
 DU1649
 DU1649.The horizontal coordinates were scaled from a topographic map and have
 DU1649.an estimated accuracy of +/- 6 seconds.
 DU1649
 DU1649.The orthometric height was determined by differential leveling
 DU1649.and adjusted by the National Geodetic Survey in January 1998..
 DU1649
 DU1649.The geoid height was determined by GEOID03.
 DU1649
 DU1649.The dynamic height is computed by dividing the NAVD 88
 DU1649.geopotential number by the normal gravity value computed on the
 DU1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1649.degrees latitude (g = 980.6199 gals.).
 DU1649
 DU1649.The modeled gravity was interpolated from observed gravity values.
 DU1649
 DU1649;                    North         East    Units  Estimated Accuracy
 DU1649;SPC AZ C     -   264,650.      231,730.      MT  (+/- 180 meters Scaled)
 DU1649
 DU1649                          SUPERSEDED SURVEY CONTROL
 DU1649
 DU1649  NAVD 88 (11/29/93)  399.499  (m)         1310.69   (f) UNKNOWN     2 1
 DU1649
 DU1649.Superseded values are not recommended for survey control.
 DU1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1649.See file dsdata.txt to determine how the superseded data were derived.
 DU1649
 DU1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB331943(NAD 83)
 DU1649_MARKER: DD = SURVEY DISK
 DU1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1649_SP_SET: CONCRETE POST
 DU1649_STAMPING: 1262- N
 DU1649_MARK LOGO: AZDT  
 DU1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1649+STABILITY: SURFACE MOTION
 DU1649
 DU1649  HISTORY     - Date     Condition        Report By
 DU1649  HISTORY     - 1981     MONUMENTED       AZDT
 DU1649  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1649
 DU1649                          STATION DESCRIPTION
 DU1649
 DU1649'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1649'IN MESA.
 DU1649'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1649'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1649'WEST 2 MILES (3.22 KM) TO HIGLY ROAD, ABOUT 700 FT (213.36 METERS)
 DU1649'NORTH OF FREEWAY CENTERLINE, 25 FT (7.62 METERS) WEST OF CENTERLINE OF
 DU1649'HIGLY ROAD, 50 FT (15.24 METERS) SOUTH OF A POWER POLE LOCATED ON EAST
 DU1649'SIDE OF HIGLY ROAD, 25 FT (7.62 METERS) EAST OF THE EAST EDGE OF AN
 DU1649'ORANGE GROVE, 1 FT (.30 METERS) EAST OF THE EAST EDGE OF A CONCRETE
 DU1649'IRRIGATION BOX, AN AZDT BRASS CAP SET IN AN 8-INCH (20.32 CM)
 DU1649'CONCRETE POST MARKED BY A P+M SURVEY SIGN.
 DU1649
 DU1649                          STATION RECOVERY (1994)
 DU1649
 DU1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1649'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1406 ***********************************************************************
 DU1406  DESIGNATION -  1262 P 1
 DU1406  PID         -  DU1406
 DU1406  STATE/COUNTY-  AZ/MARICOPA
 DU1406  USGS QUAD   -  BUCKHORN (1982)
 DU1406
 DU1406                         *CURRENT SURVEY CONTROL
 DU1406  ___________________________________________________________________
 DU1406* NAD 83(1986)-  33 23 12.     (N)    111 40 50.     (W)     SCALED    
 DU1406* NAVD 88     -       419.534  (meters)    1376.42   (feet)  ADJUSTED  
 DU1406  ___________________________________________________________________
 DU1406  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1406  DYNAMIC HT  -         419.031 (meters)    1374.77  (feet)  COMP
 DU1406  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 DU1406
 DU1406  VERT ORDER  -  FIRST     CLASS I
 DU1406
 DU1406.The horizontal coordinates were scaled from a topographic map and have
 DU1406.an estimated accuracy of +/- 6 seconds.
 DU1406
 DU1406.The orthometric height was determined by differential leveling
 DU1406.and adjusted by the National Geodetic Survey in November 1993..
 DU1406
 DU1406.The geoid height was determined by GEOID03.
 DU1406
 DU1406.The dynamic height is computed by dividing the NAVD 88
 DU1406.geopotential number by the normal gravity value computed on the
 DU1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1406.degrees latitude (g = 980.6199 gals.).
 DU1406
 DU1406.The modeled gravity was interpolated from observed gravity values.
 DU1406
 DU1406;                    North         East    Units  Estimated Accuracy
 DU1406;SPC AZ C     -   264,660.      235,330.      MT  (+/- 180 meters Scaled)
 DU1406
 DU1406                          SUPERSEDED SURVEY CONTROL
 DU1406
 DU1406  NGVD 29 (??/??/92)  419.038  (m)         1374.79   (f) ADJ UNCH    1 1
 DU1406
 DU1406.Superseded values are not recommended for survey control.
 DU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1406.See file dsdata.txt to determine how the superseded data were derived.
 DU1406
 DU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB367943(NAD 83)
 DU1406_MARKER: I = METAL ROD
 DU1406_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1406+WITH SETTING: INFORMATION.
 DU1406_SP_SET: SHALLOW SET METAL ROD
 DU1406_STAMPING: 1262-P-1
 DU1406_MARK LOGO: NONE  
 DU1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1406
 DU1406  HISTORY     - Date     Condition        Report By
 DU1406  HISTORY     - UNK      MONUMENTED       NGS
 DU1406  HISTORY     - 1975     GOOD             AZDT
 DU1406  HISTORY     - 1984     GOOD             AZDT
 DU1406
 DU1406                          STATION DESCRIPTION
 DU1406
 DU1406'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1406'3.4 MI SE FROM BUCKHORN.
 DU1406'FROM THE INTERSECTION OF POWER ROAD AND THE SUPERSTITION FREEWAY
 DU1406'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.25 MILES AND TO THE
 DU1406'STATION.  12 FT. WEST OF A NORTH SOUTH FIELD ROAD.  8 FT. SOUTH OF A
 DU1406'24 IN. COTTONWOOD TREE.  0.6 FT. WEST OF THE WEST EDGE OF A DITCH.  A
 DU1406'REBAR, UP 0.1 FT., AND TO WHICH IS WIRED A STAMPED ALUMINUM TAG.
 DU1406
 DU1406                          STATION RECOVERY (1984)
 DU1406
 DU1406'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1406'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1406'INTERSECTION OF U.S. 60 AND POWER ROAD TRAVEL SOUTH ALONG POWER ROAD
 DU1406'FOR 3.22 KM (2.00 MI) TO THE S.R. 360 CENTERLINE THENCE EAST ALONG
 DU1406'THE CENTERLINE FOR 0.40 KM (0.25 MI) TO THE STATION.  A 5/8 INCH IRON
 DU1406'PIN WITH A STAMPED ALUMNIUM TAG 3.66 METERS (12.0 FT) WEST OF A
 DU1406'NORTH-SOUTH FIELD ROAD, 2.44 METERS (8.0 FT) SOUTH OF A 24 INCH
 DU1406'COTTONWOOD TREE, 0.18 METERS (0.6 FT) WEST OF WEST EDGE OF DITCH.
 DU1406'STATION IS 6.04 KM (3.75 MI) WEST ALONG U.S. 360 CENTERLINE FROM
 DU1406'CRISMON ROAD AND STATION P AND M 1076, ABOUT 222 FEET SOUTH OF THE
 DU1406'CENTERLINE OF 360, AND 10 FEET EAST OF A TELEPHONE RAISER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1407 ***********************************************************************
 DU1407  DESIGNATION -  1262 P 2
 DU1407  PID         -  DU1407
 DU1407  STATE/COUNTY-  AZ/MARICOPA
 DU1407  USGS QUAD   -  BUCKHORN (1982)
 DU1407
 DU1407                         *CURRENT SURVEY CONTROL
 DU1407  ___________________________________________________________________
 DU1407* NAD 83(1986)-  33 23 12.     (N)    111 40 32.     (W)     SCALED    
 DU1407* NAVD 88     -       422.096  (meters)    1384.83   (feet)  ADJUSTED  
 DU1407  ___________________________________________________________________
 DU1407  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1407  DYNAMIC HT  -         421.591 (meters)    1383.17  (feet)  COMP
 DU1407  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 DU1407
 DU1407  VERT ORDER  -  FIRST     CLASS I
 DU1407
 DU1407.The horizontal coordinates were scaled from a topographic map and have
 DU1407.an estimated accuracy of +/- 6 seconds.
 DU1407
 DU1407.The orthometric height was determined by differential leveling
 DU1407.and adjusted by the National Geodetic Survey in November 1993..
 DU1407
 DU1407.The geoid height was determined by GEOID03.
 DU1407
 DU1407.The dynamic height is computed by dividing the NAVD 88
 DU1407.geopotential number by the normal gravity value computed on the
 DU1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1407.degrees latitude (g = 980.6199 gals.).
 DU1407
 DU1407.The modeled gravity was interpolated from observed gravity values.
 DU1407
 DU1407;                    North         East    Units  Estimated Accuracy
 DU1407;SPC AZ C     -   264,660.      235,790.      MT  (+/- 180 meters Scaled)
 DU1407
 DU1407                          SUPERSEDED SURVEY CONTROL
 DU1407
 DU1407  NGVD 29 (??/??/92)  421.607  (m)         1383.22   (f) ADJ UNCH    1 1
 DU1407
 DU1407.Superseded values are not recommended for survey control.
 DU1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1407.See file dsdata.txt to determine how the superseded data were derived.
 DU1407
 DU1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371943(NAD 83)
 DU1407_MARKER: I = METAL ROD
 DU1407_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1407+WITH SETTING: INFORMATION.
 DU1407_SP_SET: SHALLOW SET METAL ROD
 DU1407_STAMPING: P M BM 1262-P-2
 DU1407_MARK LOGO: NONE  
 DU1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1407
 DU1407  HISTORY     - Date     Condition        Report By
 DU1407  HISTORY     - UNK      MONUMENTED       NGS
 DU1407  HISTORY     - 1975     GOOD             AZDT
 DU1407  HISTORY     - 1984     GOOD             AZDT
 DU1407
 DU1407                          STATION DESCRIPTION
 DU1407
 DU1407'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1407'3.6 MI SE FROM BUCKHORN.
 DU1407'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND POWER
 DU1407'ROAD EAST ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION. 10
 DU1407'FT. EAST OF A NORTH SOUTH FIELD ROAD.  10 FT. SOUTH OF THE EXTENSION
 DU1407'OF A DITCH WEST.  1 FT. NORTH OF A POWER POLE.  A REBAR, UP 0.2 FT.,
 DU1407'WITH ALUMINUM TAG.
 DU1407
 DU1407                          STATION RECOVERY (1984)
 DU1407
 DU1407'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1407'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1407'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1407'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 5.63 KM.  (3.5 MI.)
 DU1407'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1408 ***********************************************************************
 DU1408  DESIGNATION -  1262 P 3
 DU1408  PID         -  DU1408
 DU1408  STATE/COUNTY-  AZ/MARICOPA
 DU1408  USGS QUAD   -  BUCKHORN (1982)
 DU1408
 DU1408                         *CURRENT SURVEY CONTROL
 DU1408  ___________________________________________________________________
 DU1408* NAD 83(1986)-  33 23 12.     (N)    111 40 20.     (W)     SCALED    
 DU1408* NAVD 88     -       424.459  (meters)    1392.58   (feet)  ADJUSTED  
 DU1408  ___________________________________________________________________
 DU1408  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1408  DYNAMIC HT  -         423.951 (meters)    1390.91  (feet)  COMP
 DU1408  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 DU1408
 DU1408  VERT ORDER  -  FIRST     CLASS I
 DU1408
 DU1408.The horizontal coordinates were scaled from a topographic map and have
 DU1408.an estimated accuracy of +/- 6 seconds.
 DU1408
 DU1408.The orthometric height was determined by differential leveling
 DU1408.and adjusted by the National Geodetic Survey in November 1993..
 DU1408
 DU1408.The geoid height was determined by GEOID03.
 DU1408
 DU1408.The dynamic height is computed by dividing the NAVD 88
 DU1408.geopotential number by the normal gravity value computed on the
 DU1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1408.degrees latitude (g = 980.6199 gals.).
 DU1408
 DU1408.The modeled gravity was interpolated from observed gravity values.
 DU1408
 DU1408;                    North         East    Units  Estimated Accuracy
 DU1408;SPC AZ C     -   264,660.      236,100.      MT  (+/- 180 meters Scaled)
 DU1408
 DU1408                          SUPERSEDED SURVEY CONTROL
 DU1408
 DU1408  NGVD 29 (??/??/92)  423.984  (m)         1391.02   (f) ADJ UNCH    1 1
 DU1408
 DU1408.Superseded values are not recommended for survey control.
 DU1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1408.See file dsdata.txt to determine how the superseded data were derived.
 DU1408
 DU1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB374943(NAD 83)
 DU1408_MARKER: I = METAL ROD
 DU1408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1408+WITH SETTING: INFORMATION.
 DU1408_SP_SET: SHALLOW SET METAL ROD
 DU1408_STAMPING: P M BM 1262-P-3
 DU1408_MARK LOGO: NONE  
 DU1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1408
 DU1408  HISTORY     - Date     Condition        Report By
 DU1408  HISTORY     - UNK      MONUMENTED       NGS
 DU1408  HISTORY     - 1975     GOOD             AZDT
 DU1408  HISTORY     - 1984     GOOD             AZDT
 DU1408
 DU1408                          STATION DESCRIPTION
 DU1408
 DU1408'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1408'3.9 MI SE FROM BUCKHORN.
 DU1408'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND POWER
 DU1408'ROAD, EAST ALONG THE CENTERLINE FOR 0.75 MILES AND TO THE STATION. ON
 DU1408'THE SOUTHEAST END OF AN ABANDONED AIRCRAFT RUNWAY.  ON THE SOUTH SIDE
 DU1408'OF A DITCH.  2 FT. NORTH OF THE NORTH END OF A WIRE FENCE. 60 FT. EAST
 DU1408'OF A LONE MESQUITE TREE.  A REBAR, UP 0.1 FT., WITH A STAMPED ALUMINUM
 DU1408'TAG.
 DU1408
 DU1408                          STATION RECOVERY (1984)
 DU1408
 DU1408'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1409 ***********************************************************************
 DU1409  DESIGNATION -  1262 Q
 DU1409  PID         -  DU1409
 DU1409  STATE/COUNTY-  AZ/MARICOPA
 DU1409  USGS QUAD   -  BUCKHORN (1982)
 DU1409
 DU1409                         *CURRENT SURVEY CONTROL
 DU1409  ___________________________________________________________________
 DU1409* NAD 83(1986)-  33 23 12.     (N)    111 39 56.     (W)     SCALED    
 DU1409* NAVD 88     -       428.08   (+/-2cm)    1404.5    (feet)  VERTCON   
 DU1409  ___________________________________________________________________
 DU1409  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1409
 DU1409  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1409
 DU1409.The horizontal coordinates were scaled from a topographic map and have
 DU1409.an estimated accuracy of +/- 6 seconds.
 DU1409
 DU1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1409.The vertical order pertains to the NGVD 29 superseded value.
 DU1409
 DU1409.The geoid height was determined by GEOID03.
 DU1409
 DU1409;                    North         East    Units  Estimated Accuracy
 DU1409;SPC AZ C     -   264,660.      236,720.      MT  (+/- 180 meters Scaled)
 DU1409
 DU1409                          SUPERSEDED SURVEY CONTROL
 DU1409
 DU1409  NGVD 29 (??/??/92)  427.553  (m)         1402.73   (f) ADJ UNCH    1 1
 DU1409
 DU1409.Superseded values are not recommended for survey control.
 DU1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1409.See file dsdata.txt to determine how the superseded data were derived.
 DU1409
 DU1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB380943(NAD 83)
 DU1409_MARKER: DD = SURVEY DISK
 DU1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1409_STAMPING: P M BM 1262 Q
 DU1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1409+STABILITY: SURFACE MOTION
 DU1409
 DU1409  HISTORY     - Date     Condition        Report By
 DU1409  HISTORY     - UNK      MONUMENTED       AZHD
 DU1409  HISTORY     - 1975     GOOD             AZDT
 DU1409
 DU1409                          STATION DESCRIPTION
 DU1409
 DU1409'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1409'4.2 MI SE FROM BUCKHORN.
 DU1409'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND SOSSAMON ROAD,
 DU1409'NORTH ON SOSSAMON ROAD FOR 0.2 MILES AND TO THE STATION ON THE LEFT.
 DU1409'33 FT. WEST OF THE CENTERLINE OF SOSSAMON ROAD.  2 FT. EAST OF A P AND
 DU1409'M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP
 DU1409'0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1410 ***********************************************************************
 DU1410  DESIGNATION -  1262 Q 1
 DU1410  PID         -  DU1410
 DU1410  STATE/COUNTY-  AZ/MARICOPA
 DU1410  USGS QUAD   -  BUCKHORN (1982)
 DU1410
 DU1410                         *CURRENT SURVEY CONTROL
 DU1410  ___________________________________________________________________
 DU1410* NAD 83(1986)-  33 23 12.     (N)    111 39 46.     (W)     SCALED    
 DU1410* NAVD 88     -       429.375  (meters)    1408.71   (feet)  ADJUSTED  
 DU1410  ___________________________________________________________________
 DU1410  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1410  DYNAMIC HT  -         428.860 (meters)    1407.02  (feet)  COMP
 DU1410  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 DU1410
 DU1410  VERT ORDER  -  FIRST     CLASS I
 DU1410
 DU1410.The horizontal coordinates were scaled from a topographic map and have
 DU1410.an estimated accuracy of +/- 6 seconds.
 DU1410
 DU1410.The orthometric height was determined by differential leveling
 DU1410.and adjusted by the National Geodetic Survey in November 1993..
 DU1410
 DU1410.The geoid height was determined by GEOID03.
 DU1410
 DU1410.The dynamic height is computed by dividing the NAVD 88
 DU1410.geopotential number by the normal gravity value computed on the
 DU1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1410.degrees latitude (g = 980.6199 gals.).
 DU1410
 DU1410.The modeled gravity was interpolated from observed gravity values.
 DU1410
 DU1410;                    North         East    Units  Estimated Accuracy
 DU1410;SPC AZ C     -   264,660.      236,980.      MT  (+/- 180 meters Scaled)
 DU1410
 DU1410                          SUPERSEDED SURVEY CONTROL
 DU1410
 DU1410  NGVD 29 (??/??/92)  428.909  (m)         1407.18   (f) ADJ UNCH    1 1
 DU1410
 DU1410.Superseded values are not recommended for survey control.
 DU1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1410.See file dsdata.txt to determine how the superseded data were derived.
 DU1410
 DU1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB383943(NAD 83)
 DU1410_MARKER: I = METAL ROD
 DU1410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1410+WITH SETTING: INFORMATION.
 DU1410_SP_SET: SHALLOW SET METAL ROD
 DU1410_STAMPING: P M BM 1262-Q-1
 DU1410_MARK LOGO: NONE  
 DU1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1410
 DU1410  HISTORY     - Date     Condition        Report By
 DU1410  HISTORY     - UNK      MONUMENTED       NGS
 DU1410  HISTORY     - 1975     GOOD             AZDT
 DU1410  HISTORY     - 1984     GOOD             AZDT
 DU1410
 DU1410                          STATION DESCRIPTION
 DU1410
 DU1410'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1410'4.5 MI SE FROM BUCKHORN.
 DU1410'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND SOSSAMON ROAD,
 DU1410'EAST ALONG THE CENTERLINE FOR ABOUT 0.25 MILES AND TO THE STATION. 150
 DU1410'FT. SOUTH OF AN EAST WEST DRY CANAL.  50 FT. EAST OF A NORTH SOUTH DRY
 DU1410'CANAL.  1 FT. NORTH OF A BRACE CABLE FOR POWER POLE.  A REBAR UP 0.1
 DU1410'FT.
 DU1410
 DU1410                          STATION RECOVERY (1984)
 DU1410
 DU1410'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1410'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1410'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1410'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 4.43 KM.  (2.75 MI.)
 DU1410'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1416 ***********************************************************************
 DU1416  DESIGNATION -  1262 R 1
 DU1416  PID         -  DU1416
 DU1416  STATE/COUNTY-  AZ/MARICOPA
 DU1416  USGS QUAD   -  BUCKHORN (1982)
 DU1416
 DU1416                         *CURRENT SURVEY CONTROL
 DU1416  ___________________________________________________________________
 DU1416* NAD 83(1986)-  33 23 12.     (N)    111 38 32.     (W)     SCALED    
 DU1416* NAVD 88     -       442.194  (meters)    1450.76   (feet)  ADJUSTED  
 DU1416  ___________________________________________________________________
 DU1416  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1416  DYNAMIC HT  -         441.664 (meters)    1449.03  (feet)  COMP
 DU1416  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1416
 DU1416  VERT ORDER  -  FIRST     CLASS I
 DU1416
 DU1416.The horizontal coordinates were scaled from a topographic map and have
 DU1416.an estimated accuracy of +/- 6 seconds.
 DU1416
 DU1416.The orthometric height was determined by differential leveling
 DU1416.and adjusted by the National Geodetic Survey in November 1993..
 DU1416
 DU1416.The geoid height was determined by GEOID03.
 DU1416
 DU1416.The dynamic height is computed by dividing the NAVD 88
 DU1416.geopotential number by the normal gravity value computed on the
 DU1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1416.degrees latitude (g = 980.6199 gals.).
 DU1416
 DU1416.The modeled gravity was interpolated from observed gravity values.
 DU1416
 DU1416;                    North         East    Units  Estimated Accuracy
 DU1416;SPC AZ C     -   264,670.      238,890.      MT  (+/- 180 meters Scaled)
 DU1416
 DU1416                          SUPERSEDED SURVEY CONTROL
 DU1416
 DU1416  NGVD 29 (??/??/92)  441.903  (m)         1449.81   (f) ADJ UNCH    1 1
 DU1416
 DU1416.Superseded values are not recommended for survey control.
 DU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1416.See file dsdata.txt to determine how the superseded data were derived.
 DU1416
 DU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402943(NAD 83)
 DU1416_MARKER: I = METAL ROD
 DU1416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1416+WITH SETTING: INFORMATION.
 DU1416_SP_SET: SHALLOW SET METAL ROD
 DU1416_STAMPING: P M BM 1262-R-1
 DU1416_MARK LOGO: NONE  
 DU1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1416
 DU1416  HISTORY     - Date     Condition        Report By
 DU1416  HISTORY     - UNK      MONUMENTED       NGS
 DU1416  HISTORY     - 1975     GOOD             AZDT
 DU1416  HISTORY     - 1984     GOOD             AZDT
 DU1416
 DU1416                          STATION DESCRIPTION
 DU1416
 DU1416'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1416'5.7 MI SE FROM BUCKHORN.
 DU1416'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD, GO
 DU1416'WEST, SOUTH OF THE DRAINAGE DITCH, FOR 0.5 MILES AND TO THE STATION ON
 DU1416'THE LEFT.  100 FT. SOUTH OF A DRAINAGE DITCH.  25 FT. SOUTH OF AN EAST
 DU1416'WEST FIELD ROAD.  10 FT. WEST OF A NORTH SOUTH FIELD ROAD. 1 FT. NORTH
 DU1416'OF THE NORTH EDGE OF A CONCRETE LINED DITCH. SUPERSTITION FREEWAY
 DU1416'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.1 FT.
 DU1416
 DU1416                          STATION RECOVERY (1984)
 DU1416
 DU1416'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1416'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1416'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1416'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 2.41 KM.  (1.50 MI.)
 DU1416'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1417 ***********************************************************************
 DU1417  DESIGNATION -  1262 R 2
 DU1417  PID         -  DU1417
 DU1417  STATE/COUNTY-  AZ/MARICOPA
 DU1417  USGS QUAD   -  BUCKHORN (1982)
 DU1417
 DU1417                         *CURRENT SURVEY CONTROL
 DU1417  ___________________________________________________________________
 DU1417* NAD 83(1986)-  33 23 12.     (N)    111 38 14.     (W)     SCALED    
 DU1417* NAVD 88     -       445.15   (+/-2cm)    1460.5    (feet)  VERTCON   
 DU1417  ___________________________________________________________________
 DU1417  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU1417
 DU1417  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1417
 DU1417.The horizontal coordinates were scaled from a topographic map and have
 DU1417.an estimated accuracy of +/- 6 seconds.
 DU1417
 DU1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1417.The vertical order pertains to the NGVD 29 superseded value.
 DU1417
 DU1417.The geoid height was determined by GEOID03.
 DU1417
 DU1417;                    North         East    Units  Estimated Accuracy
 DU1417;SPC AZ C     -   264,670.      239,360.      MT  (+/- 180 meters Scaled)
 DU1417
 DU1417                          SUPERSEDED SURVEY CONTROL
 DU1417
 DU1417  NGVD 29 (??/??/92)  444.613  (m)         1458.70   (f) ADJ UNCH    1 1
 DU1417
 DU1417.Superseded values are not recommended for survey control.
 DU1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1417.See file dsdata.txt to determine how the superseded data were derived.
 DU1417
 DU1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB407943(NAD 83)
 DU1417_MARKER: Z = SEE DESCRIPTION
 DU1417_SETTING: 0 = UNSPECIFIED SETTING
 DU1417_STAMPING: P M BM 1262-R-2
 DU1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1417
 DU1417  HISTORY     - Date     Condition        Report By
 DU1417  HISTORY     - UNK      MONUMENTED       NGS
 DU1417  HISTORY     - 1975     GOOD             AZDT
 DU1417
 DU1417                          STATION DESCRIPTION
 DU1417
 DU1417'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1417'5.8 MI SE FROM BUCKHORN.
 DU1417'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD, GO
 DU1417'WEST, ON THE SOUTH BANK OF THE DRAINAGE DITCH, FOR 0.25 MILES AND TO
 DU1417'THE STATION ON THE LEFT.  12 FT. SOUTH OF AN EAST WEST FIELD ROAD. 15
 DU1417'FT. WEST OF A FIELD BRIDGE LEADING SOUTH TO A FIELD ROAD.  0.4 FT.
 DU1417'NORTH OF THE NORTH EDGE OF A CONCRETE LINED IRRIGATION DITCH.
 DU1417'SUPERSTITION FREEWAY CENTERLINE, BETWEEN POWER RD. AND APACHE
 DU1417'JUNCTION.  A REBAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1419 ***********************************************************************
 DU1419  DESIGNATION -  1262 S
 DU1419  PID         -  DU1419
 DU1419  STATE/COUNTY-  AZ/MARICOPA
 DU1419  USGS QUAD   -  BUCKHORN (1982)
 DU1419
 DU1419                         *CURRENT SURVEY CONTROL
 DU1419  ___________________________________________________________________
 DU1419* NAD 83(1986)-  33 23 12.     (N)    111 38 02.     (W)     SCALED    
 DU1419* NAVD 88     -       446.245  (meters)    1464.06   (feet)  ADJUSTED  
 DU1419  ___________________________________________________________________
 DU1419  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1419  DYNAMIC HT  -         445.709 (meters)    1462.30  (feet)  COMP
 DU1419  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 DU1419
 DU1419  VERT ORDER  -  FIRST     CLASS I
 DU1419
 DU1419.The horizontal coordinates were scaled from a topographic map and have
 DU1419.an estimated accuracy of +/- 6 seconds.
 DU1419
 DU1419.The orthometric height was determined by differential leveling
 DU1419.and adjusted by the National Geodetic Survey in November 1993..
 DU1419
 DU1419.The geoid height was determined by GEOID03.
 DU1419
 DU1419.The dynamic height is computed by dividing the NAVD 88
 DU1419.geopotential number by the normal gravity value computed on the
 DU1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1419.degrees latitude (g = 980.6199 gals.).
 DU1419
 DU1419.The modeled gravity was interpolated from observed gravity values.
 DU1419
 DU1419;                    North         East    Units  Estimated Accuracy
 DU1419;SPC AZ C     -   264,670.      239,670.      MT  (+/- 180 meters Scaled)
 DU1419
 DU1419                          SUPERSEDED SURVEY CONTROL
 DU1419
 DU1419  NGVD 29 (??/??/92)  446.032  (m)         1463.36   (f) ADJ UNCH    1 1
 DU1419
 DU1419.Superseded values are not recommended for survey control.
 DU1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1419.See file dsdata.txt to determine how the superseded data were derived.
 DU1419
 DU1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410943(NAD 83)
 DU1419_MARKER: DD = SURVEY DISK
 DU1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1419_SP_SET: CONCRETE POST
 DU1419_STAMPING: P M BM 1262 S
 DU1419_MARK LOGO: AZHD  
 DU1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1419+STABILITY: SURFACE MOTION
 DU1419
 DU1419  HISTORY     - Date     Condition        Report By
 DU1419  HISTORY     - UNK      MONUMENTED       AZDT
 DU1419  HISTORY     - 1975     GOOD             AZDT
 DU1419  HISTORY     - 1984     GOOD             AZDT
 DU1419
 DU1419                          STATION DESCRIPTION
 DU1419
 DU1419'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1419'6.1 MI SE FROM BUCKHORN.
 DU1419'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1419'SOUTH ON ELLSWORTH FOR 0.1 MILES AND TO THE STATION ON THE LEFT.  25
 DU1419'FT. EAST OF THE CENTERLINE OF ELLSWORTH ROAD.  2.5 FT. EAST OF A POWER
 DU1419'POLE WHICH CARRIES A P AND M SURVEY SIGN.  THE ONLY POWER POLE IN THE
 DU1419'AREA WHICH HAS A WIRE BRACE.  SUPERSTITION FREEWAY BETWEEN POWER ROAD
 DU1419'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 DU1419'UP 0.5 FT.
 DU1419
 DU1419                          STATION RECOVERY (1984)
 DU1419
 DU1419'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1419'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1419'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 1.59 KM.  (0.99
 DU1419'MI.), THEN SOUTH 0.11 KM.  (0.10 MI.) STATION ON LEFT, 7.62 METERS
 DU1419'(25.0 FT.) EAST OF THE CENTERLINE OF ELLSWORTH ROAD, 0.76 METERS (2.5
 DU1419'FT.) EAST OF A POWER POLE WHICH CARRIES A P AND M SURVEY SIGN, THE
 DU1419'ONLY POWER POLE IN THE AREA WHICH HAS A WIRE BRACE.  AN AZHD BRASS
 DU1419'CAP, SET IN AN 8 INCH CONCRETE POST, ELEVATED 0.01 METER (0.5 INCH),
 DU1419'ABOUT 600 FEET SOUTH OF DRAINAGE DITCH THAT FLOWS UNDER ELLSWORTH
 DU1419'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1428 ***********************************************************************
 DU1428  DESIGNATION -  1262 T
 DU1428  PID         -  DU1428
 DU1428  STATE/COUNTY-  AZ/MARICOPA
 DU1428  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1428
 DU1428                         *CURRENT SURVEY CONTROL
 DU1428  ___________________________________________________________________
 DU1428* NAD 83(1986)-  33 23 18.     (N)    111 36 56.     (W)     SCALED    
 DU1428* NAVD 88     -       458.762  (meters)    1505.12   (feet)  ADJUSTED  
 DU1428  ___________________________________________________________________
 DU1428  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1428  DYNAMIC HT  -         458.211 (meters)    1503.31  (feet)  COMP
 DU1428  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 DU1428
 DU1428  VERT ORDER  -  FIRST     CLASS I
 DU1428
 DU1428.The horizontal coordinates were scaled from a topographic map and have
 DU1428.an estimated accuracy of +/- 6 seconds.
 DU1428
 DU1428.The orthometric height was determined by differential leveling
 DU1428.and adjusted by the National Geodetic Survey in November 1993..
 DU1428
 DU1428.The geoid height was determined by GEOID03.
 DU1428
 DU1428.The dynamic height is computed by dividing the NAVD 88
 DU1428.geopotential number by the normal gravity value computed on the
 DU1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1428.degrees latitude (g = 980.6199 gals.).
 DU1428
 DU1428.The modeled gravity was interpolated from observed gravity values.
 DU1428
 DU1428;                    North         East    Units  Estimated Accuracy
 DU1428;SPC AZ C     -   264,860.      241,370.      MT  (+/- 180 meters Scaled)
 DU1428
 DU1428                          SUPERSEDED SURVEY CONTROL
 DU1428
 DU1428  NGVD 29 (??/??/92)  458.790  (m)         1505.21   (f) ADJ UNCH    1 1
 DU1428
 DU1428.Superseded values are not recommended for survey control.
 DU1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1428.See file dsdata.txt to determine how the superseded data were derived.
 DU1428
 DU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427945(NAD 83)
 DU1428_MARKER: DD = SURVEY DISK
 DU1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1428_SP_SET: CONCRETE POST
 DU1428_STAMPING: P M BM 1262 T
 DU1428_MARK LOGO: AZHD  
 DU1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1428+STABILITY: SURFACE MOTION
 DU1428
 DU1428  HISTORY     - Date     Condition        Report By
 DU1428  HISTORY     - UNK      MONUMENTED       AZDT
 DU1428  HISTORY     - 1975     GOOD             AZDT
 DU1428  HISTORY     - 1984     GOOD             AZDT
 DU1428
 DU1428                          STATION DESCRIPTION
 DU1428
 DU1428'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1428'7.15 MI SE FROM BUCKHORN.
 DU1428'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND CRISMON ROAD,
 DU1428'NORTH ABOUT 800 FT. AND TO THE STATION.  30 FT. WEST OF THE CENTERLINE
 DU1428'OF A TRACK ROAD, CRISMON.  3.5 FT. WEST OF A P AND M SURVEY SIGN.
 DU1428'SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION. AN AHD
 DU1428'BRASS CAP, SET IN A 10 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
 DU1428
 DU1428                          STATION RECOVERY (1984)
 DU1428
 DU1428'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1428'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1428'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 TRAVEL NORTH ON
 DU1428'CRISMON FOR 0.24 KM.  0.15 MI.), STATION IS 9.14 METERS (30.0 FT.)
 DU1428'WEST OF THE CENTERLINE OF CRISMON ROAD, 1.07 METERS (3.5 FT.) WEST OF
 DU1428'A P AND M SURVEY SIGN.  THE MARK IS AN AZHD BRASS CAP, SET IN A 10
 DU1428'INCH CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1437 ***********************************************************************
 DU1437  DESIGNATION -  1262 T 1
 DU1437  PID         -  DU1437
 DU1437  STATE/COUNTY-  AZ/MARICOPA
 DU1437  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1437
 DU1437                         *CURRENT SURVEY CONTROL
 DU1437  ___________________________________________________________________
 DU1437* NAD 83(1986)-  33 23 12.     (N)    111 36 14.     (W)     SCALED    
 DU1437* NAVD 88     -       463.439  (meters)    1520.47   (feet)  ADJUSTED  
 DU1437  ___________________________________________________________________
 DU1437  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1437  DYNAMIC HT  -         462.882 (meters)    1518.64  (feet)  COMP
 DU1437  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DU1437
 DU1437  VERT ORDER  -  FIRST     CLASS I
 DU1437
 DU1437.The horizontal coordinates were scaled from a topographic map and have
 DU1437.an estimated accuracy of +/- 6 seconds.
 DU1437
 DU1437.The orthometric height was determined by differential leveling
 DU1437.and adjusted by the National Geodetic Survey in November 1993..
 DU1437
 DU1437.The geoid height was determined by GEOID03.
 DU1437
 DU1437.The dynamic height is computed by dividing the NAVD 88
 DU1437.geopotential number by the normal gravity value computed on the
 DU1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1437.degrees latitude (g = 980.6199 gals.).
 DU1437
 DU1437.The modeled gravity was interpolated from observed gravity values.
 DU1437
 DU1437;                    North         East    Units  Estimated Accuracy
 DU1437;SPC AZ C     -   264,680.      242,460.      MT  (+/- 180 meters Scaled)
 DU1437
 DU1437                          SUPERSEDED SURVEY CONTROL
 DU1437
 DU1437  NGVD 29 (??/??/92)  463.290  (m)         1519.98   (f) ADJ UNCH    1 1
 DU1437
 DU1437.Superseded values are not recommended for survey control.
 DU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1437.See file dsdata.txt to determine how the superseded data were derived.
 DU1437
 DU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB438943(NAD 83)
 DU1437_MARKER: DD = SURVEY DISK
 DU1437_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DU1437_SP_SET: FOUNDATION
 DU1437_STAMPING: P M BM 1262-T-1
 DU1437_MARK LOGO: AZHD  
 DU1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1437+STABILITY: SURFACE MOTION
 DU1437
 DU1437  HISTORY     - Date     Condition        Report By
 DU1437  HISTORY     - UNK      MONUMENTED       AZDT
 DU1437  HISTORY     - 1975     GOOD             AZDT
 DU1437  HISTORY     - 1984     GOOD             AZDT
 DU1437
 DU1437                          STATION DESCRIPTION
 DU1437
 DU1437'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1437'7.65 MI SE FROM BUCKHORN.
 DU1437'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND THE STEEL TOWER
 DU1437'TRANSMISSION LINE, SOUTH ALONG THE POWER LINE ABOUT 300 FT. AND TO THE
 DU1437'STATION.  (STATION IS 0.6 MILES EAST ON CRISMON RD.).  40 FT. EAST OF
 DU1437'THE TRACK ROAD WHICH PARALLELS THE POWER LINE.  ON THE NORTHWEST
 DU1437'CONCRETE FOUNDATION PILLAR OF TOWER 252 1.  SUPERSTITION FREEWAY
 DU1437'BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, CEMENTED TO
 DU1437'THE NORTHWEST CONCRETE FOUNDATION PILLAR OF A STEEL TOWER, UP ABOUT 18
 DU1437'IN. ABOVE THE GENERAL GROUND LEVEL.
 DU1437
 DU1437                          STATION RECOVERY (1984)
 DU1437
 DU1437'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1437'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1437'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1437'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 0.97 KM.  (0.6 MI.)
 DU1437'TO A STEEL TOWER TRANSMISSION LINE, THEN SOUTH ALONG THE POWER LINE
 DU1437'ABOUT 91.44 METERS (300 FT.), TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1429 ***********************************************************************
 DU1429  DESIGNATION -  1262 T 2
 DU1429  PID         -  DU1429
 DU1429  STATE/COUNTY-  AZ/MARICOPA
 DU1429  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1429
 DU1429                         *CURRENT SURVEY CONTROL
 DU1429  ___________________________________________________________________
 DU1429* NAD 83(1986)-  33 23 09.     (N)    111 36 55.     (W)     SCALED    
 DU1429* NAVD 88     -       457.943  (meters)    1502.43   (feet)  ADJUSTED  
 DU1429  ___________________________________________________________________
 DU1429  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1429  DYNAMIC HT  -         457.393 (meters)    1500.63  (feet)  COMP
 DU1429  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 DU1429
 DU1429  VERT ORDER  -  FIRST     CLASS I
 DU1429
 DU1429.The horizontal coordinates were scaled from a topographic map and have
 DU1429.an estimated accuracy of +/- 6 seconds.
 DU1429
 DU1429.The orthometric height was determined by differential leveling
 DU1429.and adjusted by the National Geodetic Survey in November 1993..
 DU1429
 DU1429.The geoid height was determined by GEOID03.
 DU1429
 DU1429.The dynamic height is computed by dividing the NAVD 88
 DU1429.geopotential number by the normal gravity value computed on the
 DU1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1429.degrees latitude (g = 980.6199 gals.).
 DU1429
 DU1429.The modeled gravity was interpolated from observed gravity values.
 DU1429
 DU1429;                    North         East    Units  Estimated Accuracy
 DU1429;SPC AZ C     -   264,580.      241,400.      MT  (+/- 180 meters Scaled)
 DU1429
 DU1429                          SUPERSEDED SURVEY CONTROL
 DU1429
 DU1429  NGVD 29 (??/??/92)  457.934  (m)         1502.41   (f) ADJ UNCH    1 1
 DU1429
 DU1429.Superseded values are not recommended for survey control.
 DU1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1429.See file dsdata.txt to determine how the superseded data were derived.
 DU1429
 DU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427942(NAD 83)
 DU1429_MARKER: I = METAL ROD
 DU1429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1429+WITH SETTING: INFORMATION.
 DU1429_SP_SET: SHALLOW SET METAL ROD
 DU1429_STAMPING: P M BM 1262-T-2
 DU1429_MARK LOGO: NONE  
 DU1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1429
 DU1429  HISTORY     - Date     Condition        Report By
 DU1429  HISTORY     - UNK      MONUMENTED       NGS
 DU1429  HISTORY     - 1975     GOOD             AZDT
 DU1429  HISTORY     - 1984     GOOD             AZDT
 DU1429
 DU1429                          STATION DESCRIPTION
 DU1429
 DU1429'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1429'7.05 MI SE FROM BUCKHORN.
 DU1429'5 FT. EAST OF THE CENTERLINE OF CRISMON ROAD.  200 FT. NORTH OF THE
 DU1429'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY
 DU1429'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1429
 DU1429                          STATION RECOVERY (1984)
 DU1429
 DU1429'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1429'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1429'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1429'TRAVEL 60.96 METERS (200 FT.) NORTH OF THE CENTERLINE OF 360 ON
 DU1429'CRISMON ROAD, 1.52 METERS (5.0 FT.) EAST OF THE CENTERLINE OF CRISMON
 DU1429'ROAD.  THE MARK IS A 5/8 INCH REBAR, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1438 ***********************************************************************
 DU1438  DESIGNATION -  1262 T 4
 DU1438  PID         -  DU1438
 DU1438  STATE/COUNTY-  AZ/MARICOPA
 DU1438  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1438
 DU1438                         *CURRENT SURVEY CONTROL
 DU1438  ___________________________________________________________________
 DU1438* NAD 83(1986)-  33 23 12.     (N)    111 36 02.     (W)     SCALED    
 DU1438* NAVD 88     -       465.764  (meters)    1528.09   (feet)  ADJUSTED  
 DU1438  ___________________________________________________________________
 DU1438  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1438  DYNAMIC HT  -         465.204 (meters)    1526.26  (feet)  COMP
 DU1438  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 DU1438
 DU1438  VERT ORDER  -  FIRST     CLASS I
 DU1438
 DU1438.The horizontal coordinates were scaled from a topographic map and have
 DU1438.an estimated accuracy of +/- 6 seconds.
 DU1438
 DU1438.The orthometric height was determined by differential leveling
 DU1438.and adjusted by the National Geodetic Survey in November 1993..
 DU1438
 DU1438.The geoid height was determined by GEOID03.
 DU1438
 DU1438.The dynamic height is computed by dividing the NAVD 88
 DU1438.geopotential number by the normal gravity value computed on the
 DU1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1438.degrees latitude (g = 980.6199 gals.).
 DU1438
 DU1438.The modeled gravity was interpolated from observed gravity values.
 DU1438
 DU1438;                    North         East    Units  Estimated Accuracy
 DU1438;SPC AZ C     -   264,680.      242,770.      MT  (+/- 180 meters Scaled)
 DU1438
 DU1438                          SUPERSEDED SURVEY CONTROL
 DU1438
 DU1438  NGVD 29 (??/??/92)  465.566  (m)         1527.44   (f) ADJ UNCH    1 1
 DU1438
 DU1438.Superseded values are not recommended for survey control.
 DU1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1438.See file dsdata.txt to determine how the superseded data were derived.
 DU1438
 DU1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441943(NAD 83)
 DU1438_MARKER: I = METAL ROD
 DU1438_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1438+WITH SETTING: INFORMATION.
 DU1438_SP_SET: SHALLOW SET METAL ROD
 DU1438_STAMPING: P M BM 1262-T-4
 DU1438_MARK LOGO: NONE  
 DU1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1438
 DU1438  HISTORY     - Date     Condition        Report By
 DU1438  HISTORY     - UNK      MONUMENTED       NGS
 DU1438  HISTORY     - 1975     GOOD             AZDT
 DU1438  HISTORY     - 1984     GOOD             AZDT
 DU1438
 DU1438                          STATION DESCRIPTION
 DU1438
 DU1438'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1438'7.8 MI SE FROM BUCKHORN.
 DU1438'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD AND THE FREEWAY CENTERLINE,
 DU1438'WEST ON THE CENTERLINE ABOUT 960 FT., THENCE SOUTH ABOUT 170 FT. AND
 DU1438'TO THE STATION.  170 FT. SOUTH OF THE CENTERLINE.  IN THE JUNCTION
 DU1438'AREA BETWEEN 2 TRACK ROADS.  10 FT. NORTH OF TRACK ROAD.  10 FT. SOUTH
 DU1438'OF A TRACK ROAD.  SUPERSTITION FREEWAY BETWEEN POWER ROAD APACHE
 DU1438'JUNCTION.  A REBAR, WITH AN ALUMINUM COLLAR, UP 0.1 FT.
 DU1438
 DU1438                          STATION RECOVERY (1984)
 DU1438
 DU1438'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1438'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1438'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1438'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 1.32 KM.  (0.82
 DU1438'MI.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1441 ***********************************************************************
 DU1441  DESIGNATION -  1262 U 1
 DU1441  PID         -  DU1441
 DU1441  STATE/COUNTY-  AZ/MARICOPA
 DU1441  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1441
 DU1441                         *CURRENT SURVEY CONTROL
 DU1441  ___________________________________________________________________
 DU1441* NAD 83(1986)-  33 23 12.     (N)    111 35 20.     (W)     SCALED    
 DU1441* NAVD 88     -       472.709  (meters)    1550.88   (feet)  ADJUSTED  
 DU1441  ___________________________________________________________________
 DU1441  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1441  DYNAMIC HT  -         472.140 (meters)    1549.01  (feet)  COMP
 DU1441  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 DU1441
 DU1441  VERT ORDER  -  FIRST     CLASS I
 DU1441
 DU1441.The horizontal coordinates were scaled from a topographic map and have
 DU1441.an estimated accuracy of +/- 6 seconds.
 DU1441
 DU1441.The orthometric height was determined by differential leveling
 DU1441.and adjusted by the National Geodetic Survey in November 1993..
 DU1441
 DU1441.The geoid height was determined by GEOID03.
 DU1441
 DU1441.The dynamic height is computed by dividing the NAVD 88
 DU1441.geopotential number by the normal gravity value computed on the
 DU1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1441.degrees latitude (g = 980.6199 gals.).
 DU1441
 DU1441.The modeled gravity was interpolated from observed gravity values.
 DU1441
 DU1441;                    North         East    Units  Estimated Accuracy
 DU1441;SPC AZ C     -   264,680.      243,860.      MT  (+/- 180 meters Scaled)
 DU1441
 DU1441                          SUPERSEDED SURVEY CONTROL
 DU1441
 DU1441  NGVD 29 (??/??/92)  472.457  (m)         1550.05   (f) ADJ UNCH    1 1
 DU1441
 DU1441.Superseded values are not recommended for survey control.
 DU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1441.See file dsdata.txt to determine how the superseded data were derived.
 DU1441
 DU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452943(NAD 83)
 DU1441_MARKER: I = METAL ROD
 DU1441_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1441+WITH SETTING: INFORMATION.
 DU1441_SP_SET: SHALLOW SET METAL ROD
 DU1441_STAMPING: P M BM 1262-U-1
 DU1441_MARK LOGO: NONE  
 DU1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1441
 DU1441  HISTORY     - Date     Condition        Report By
 DU1441  HISTORY     - UNK      MONUMENTED       NGS
 DU1441  HISTORY     - 1975     GOOD             AZDT
 DU1441  HISTORY     - 1984     GOOD             AZDT
 DU1441
 DU1441                          STATION DESCRIPTION
 DU1441
 DU1441'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1441'7.9 MI SE FROM BUCKHORN.
 DU1441'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD AND THE FREEWAY CENTERLINE,
 DU1441'EAST ON THE CENTERLINE ABOUT 2500 FT. AND TO THE STATION ON THE LEFT.
 DU1441'160 FT. NORTH OF THE CENTERLINE.  SUPERSTITION FREEWAY BETWEEN POWER
 DU1441'ROAD AND APACHE JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.01 FT.
 DU1441
 DU1441                          STATION RECOVERY (1984)
 DU1441
 DU1441'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1441'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1441'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1441'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.35 KM.  (1.46
 DU1441'MI.), THEN 46.77 METERS (160 FT.) NORTH TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1445 ***********************************************************************
 DU1445  DESIGNATION -  1262 U 2
 DU1445  PID         -  DU1445
 DU1445  STATE/COUNTY-  AZ/MARICOPA
 DU1445  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1445
 DU1445                         *CURRENT SURVEY CONTROL
 DU1445  ___________________________________________________________________
 DU1445* NAD 83(1986)-  33 23 12.     (N)    111 35 08.     (W)     SCALED    
 DU1445* NAVD 88     -       475.615  (meters)    1560.41   (feet)  ADJUSTED  
 DU1445  ___________________________________________________________________
 DU1445  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1445  DYNAMIC HT  -         475.041 (meters)    1558.53  (feet)  COMP
 DU1445  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 DU1445
 DU1445  VERT ORDER  -  FIRST     CLASS I
 DU1445
 DU1445.The horizontal coordinates were scaled from a topographic map and have
 DU1445.an estimated accuracy of +/- 6 seconds.
 DU1445
 DU1445.The orthometric height was determined by differential leveling
 DU1445.and adjusted by the National Geodetic Survey in November 1993..
 DU1445
 DU1445.The geoid height was determined by GEOID03.
 DU1445
 DU1445.The dynamic height is computed by dividing the NAVD 88
 DU1445.geopotential number by the normal gravity value computed on the
 DU1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1445.degrees latitude (g = 980.6199 gals.).
 DU1445
 DU1445.The modeled gravity was interpolated from observed gravity values.
 DU1445
 DU1445;                    North         East    Units  Estimated Accuracy
 DU1445;SPC AZ C     -   264,680.      244,170.      MT  (+/- 180 meters Scaled)
 DU1445
 DU1445                          SUPERSEDED SURVEY CONTROL
 DU1445
 DU1445  NGVD 29 (??/??/92)  475.562  (m)         1560.24   (f) ADJ UNCH    1 1
 DU1445
 DU1445.Superseded values are not recommended for survey control.
 DU1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1445.See file dsdata.txt to determine how the superseded data were derived.
 DU1445
 DU1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB455943(NAD 83)
 DU1445_MARKER: I = METAL ROD
 DU1445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1445+WITH SETTING: INFORMATION.
 DU1445_SP_SET: SHALLOW SET METAL ROD
 DU1445_STAMPING: 1262-U-2
 DU1445_MARK LOGO: NONE  
 DU1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1445
 DU1445  HISTORY     - Date     Condition        Report By
 DU1445  HISTORY     - UNK      MONUMENTED       NGS
 DU1445  HISTORY     - 1975     GOOD             AZDT
 DU1445  HISTORY     - 1984     GOOD             AZDT
 DU1445
 DU1445                          STATION DESCRIPTION
 DU1445
 DU1445'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1445'7.5 MI SW FROM PALM SPRINGS.
 DU1445'FROM THE INTERSECTION OF MERIDION ROAD AND THE SUPERSTITION FREEWAY
 DU1445'CENTERLINE, WEST ON THE FREEWAY FOR ABOUT 0.25 MILES AND TO THE
 DU1445'STATION.  160 FT. SOUTH OF THE CENTERLINE.  AT THE APPROXIMATE OF
 DU1445'1161+00.  135 FT. EAST OF A DRAIN.  SUPERSTITION FREEWAY BETWEEN POWER
 DU1445'ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT., TO WHICH IS ATTACHED
 DU1445'AN ALUMINUM TAG.  8.25 MI SE OF BUCKHORN.
 DU1445
 DU1445                          STATION RECOVERY (1984)
 DU1445
 DU1445'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1445'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1445'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1445'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.82 KM.  (1.75
 DU1445'MI.), THEN 45.72 METERS (150 FT.)SOUTH OF CENTERLINE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1447 ***********************************************************************
 DU1447  DESIGNATION -  1262 V
 DU1447  PID         -  DU1447
 DU1447  STATE/COUNTY-  AZ/MARICOPA
 DU1447  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1447
 DU1447                         *CURRENT SURVEY CONTROL
 DU1447  ___________________________________________________________________
 DU1447* NAD 83(1986)-  33 23 00.     (N)    111 34 50.     (W)     SCALED    
 DU1447* NAVD 88     -       481.50   (+/-2cm)    1579.7    (feet)  VERTCON   
 DU1447  ___________________________________________________________________
 DU1447  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1447
 DU1447  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1447
 DU1447.The horizontal coordinates were scaled from a topographic map and have
 DU1447.an estimated accuracy of +/- 6 seconds.
 DU1447
 DU1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1447.The vertical order pertains to the NGVD 29 superseded value.
 DU1447
 DU1447.The geoid height was determined by GEOID03.
 DU1447
 DU1447;                    North         East    Units  Estimated Accuracy
 DU1447;SPC AZ C     -   264,310.      244,630.      MT  (+/- 180 meters Scaled)
 DU1447
 DU1447                          SUPERSEDED SURVEY CONTROL
 DU1447
 DU1447  NGVD 29 (??/??/92)  480.956  (m)         1577.94   (f) ADJ UNCH    1 1
 DU1447
 DU1447.Superseded values are not recommended for survey control.
 DU1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1447.See file dsdata.txt to determine how the superseded data were derived.
 DU1447
 DU1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460939(NAD 83)
 DU1447_MARKER: DD = SURVEY DISK
 DU1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1447_STAMPING: P M BM 1262-V
 DU1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1447+STABILITY: SURFACE MOTION
 DU1447
 DU1447  HISTORY     - Date     Condition        Report By
 DU1447  HISTORY     - UNK      MONUMENTED       AZHD
 DU1447  HISTORY     - 1975     GOOD             AZDT
 DU1447
 DU1447                          STATION DESCRIPTION
 DU1447
 DU1447'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1447'6.9 MI SW FROM PALM SPRINGS.
 DU1447'FROM THE JUNCTION OF MERIDION ROAD AND U.S. 60 70 80 AND 89, SOUTH ON
 DU1447'MERIDION ROAD FOR 2.0 MILES AND TO THE STATION.  775 FT. NORTH OF THE
 DU1447'SUPERSTITION FREEWAY CENTERLINE.  12 FT. WEST OF THE CENTERLINE OF
 DU1447'MERIDION ROAD.  IN AN ANGLE POINT BETWEEN MERIDION ROAD AND A TRACK
 DU1447'ROAD LEADING SOUTHWEST.  3 FT. NORTH OF A P AND M SURVEY SIGN.
 DU1447'SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1447'SET IN AN 8 IN. CYLINDRICAL, CONCRETE POST, UP 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1449 ***********************************************************************
 DU1449  DESIGNATION -  1262 V 2
 DU1449  PID         -  DU1449
 DU1449  STATE/COUNTY-  AZ/PINAL
 DU1449  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1449
 DU1449                         *CURRENT SURVEY CONTROL
 DU1449  ___________________________________________________________________
 DU1449* NAD 83(1986)-  33 23 12.     (N)    111 34 20.     (W)     SCALED    
 DU1449* NAVD 88     -       482.925  (meters)    1584.40   (feet)  ADJUSTED  
 DU1449  ___________________________________________________________________
 DU1449  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1449  DYNAMIC HT  -         482.342 (meters)    1582.48  (feet)  COMP
 DU1449  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 DU1449
 DU1449  VERT ORDER  -  FIRST     CLASS I
 DU1449
 DU1449.The horizontal coordinates were scaled from a topographic map and have
 DU1449.an estimated accuracy of +/- 6 seconds.
 DU1449
 DU1449.The orthometric height was determined by differential leveling
 DU1449.and adjusted by the National Geodetic Survey in November 1993..
 DU1449
 DU1449.The geoid height was determined by GEOID03.
 DU1449
 DU1449.The dynamic height is computed by dividing the NAVD 88
 DU1449.geopotential number by the normal gravity value computed on the
 DU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1449.degrees latitude (g = 980.6199 gals.).
 DU1449
 DU1449.The modeled gravity was interpolated from observed gravity values.
 DU1449
 DU1449;                    North         East    Units  Estimated Accuracy
 DU1449;SPC AZ C     -   264,690.      245,410.      MT  (+/- 180 meters Scaled)
 DU1449
 DU1449                          SUPERSEDED SURVEY CONTROL
 DU1449
 DU1449  NGVD 29 (??/??/92)  483.033  (m)         1584.75   (f) ADJ UNCH    1 1
 DU1449
 DU1449.Superseded values are not recommended for survey control.
 DU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1449.See file dsdata.txt to determine how the superseded data were derived.
 DU1449
 DU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467943(NAD 83)
 DU1449_MARKER: I = METAL ROD
 DU1449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1449+WITH SETTING: INFORMATION.
 DU1449_SP_SET: SHALLOW SET METAL ROD
 DU1449_STAMPING: P M BM 1262-V-2
 DU1449_MARK LOGO: NONE  
 DU1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1449
 DU1449  HISTORY     - Date     Condition        Report By
 DU1449  HISTORY     - UNK      MONUMENTED       NGS
 DU1449  HISTORY     - 1975     GOOD             AZDT
 DU1449  HISTORY     - 1984     GOOD             AZDT
 DU1449  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1449
 DU1449                          STATION DESCRIPTION
 DU1449
 DU1449'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1449'6.4 MI SW FROM PALM SPRINGS.
 DU1449'FROM THE INTERSECTION OF MERIDIAN ROAD AND THE FREEWAY CENTERLINE,
 DU1449'EAST ALONG THE SOUTH EDGE OF A FIELD FOR 0.4 MILES AND TO THE STATION.
 DU1449'75 FT. WESTERLY OF THE SOUTH END OF AN EARTH DIKE.  0.3 FT. NORTH OF
 DU1449'THE FENCE LINE.  1.2 FT. WEST OF A METAL POST.  SUPERSTITION FREEWAY,
 DU1449'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR WITH A METAL TAG, UP
 DU1449'0.05 FT.
 DU1449
 DU1449                          STATION RECOVERY (1984)
 DU1449
 DU1449'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1449'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1449'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1449'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 3.86 KM.  (2.4 MI.)
 DU1449'TO THE STATION.
 DU1449
 DU1449                          STATION RECOVERY (1999)
 DU1449
 DU1449'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1456 ***********************************************************************
 DU1456  DESIGNATION -  1262 V 3
 DU1456  PID         -  DU1456
 DU1456  STATE/COUNTY-  AZ/PINAL
 DU1456  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1456
 DU1456                         *CURRENT SURVEY CONTROL
 DU1456  ___________________________________________________________________
 DU1456* NAD 83(1986)-  33 23 12.     (N)    111 34 08.     (W)     SCALED    
 DU1456* NAVD 88     -       486.74   (+/-2cm)    1596.9    (feet)  VERTCON   
 DU1456  ___________________________________________________________________
 DU1456  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1456
 DU1456  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1456
 DU1456.The horizontal coordinates were scaled from a topographic map and have
 DU1456.an estimated accuracy of +/- 6 seconds.
 DU1456
 DU1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1456.The vertical order pertains to the NGVD 29 superseded value.
 DU1456
 DU1456.The geoid height was determined by GEOID03.
 DU1456
 DU1456;                    North         East    Units  Estimated Accuracy
 DU1456;SPC AZ C     -   264,690.      245,720.      MT  (+/- 180 meters Scaled)
 DU1456
 DU1456                          SUPERSEDED SURVEY CONTROL
 DU1456
 DU1456  NGVD 29 (??/??/92)  486.191  (m)         1595.11   (f) ADJ UNCH    1 1
 DU1456
 DU1456.Superseded values are not recommended for survey control.
 DU1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1456.See file dsdata.txt to determine how the superseded data were derived.
 DU1456
 DU1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB470942(NAD 83)
 DU1456_MARKER: Z = SEE DESCRIPTION
 DU1456_SETTING: 0 = UNSPECIFIED SETTING
 DU1456_STAMPING: P M BM 1262-V-3
 DU1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1456
 DU1456  HISTORY     - Date     Condition        Report By
 DU1456  HISTORY     - UNK      MONUMENTED       NGS
 DU1456  HISTORY     - 1975     GOOD             AZDT
 DU1456  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1456
 DU1456                          STATION DESCRIPTION
 DU1456
 DU1456'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1456'6.1 MI SW FROM PALM SPRINGS.
 DU1456'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND IRONWOOD ROAD,
 DU1456'WEST ALONG THE CENTERLINE FOR ABOUT 1950 FT. AND TO THE STATION ON THE
 DU1456'LEFT.  ABOUT 150 FT. RT., SOUTH OF CENTERLINE.  ON THE SOUTH EDGE OF
 DU1456'AN ABANDONED FIELD.  SOUTH OF THE APPROXIMATE STATION 1216+00.
 DU1456'SUPERSTITION FREEWAY CENTERLINE BETWEEN POWER RD. AND APACHE JUNC.  A
 DU1456'REBAR WITH A METAL TAG, UP 0.1 FT.
 DU1456
 DU1456                          STATION RECOVERY (1999)
 DU1456
 DU1456'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1458 ***********************************************************************
 DU1458  DESIGNATION -  1262 W
 DU1458  PID         -  DU1458
 DU1458  STATE/COUNTY-  AZ/PINAL
 DU1458  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1458
 DU1458                         *CURRENT SURVEY CONTROL
 DU1458  ___________________________________________________________________
 DU1458* NAD 83(1986)-  33 23 12.     (N)    111 33 44.     (W)     SCALED    
 DU1458* NAVD 88     -       492.92   (+/-2cm)    1617.2    (feet)  VERTCON   
 DU1458  ___________________________________________________________________
 DU1458  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1458
 DU1458  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1458
 DU1458.The horizontal coordinates were scaled from a topographic map and have
 DU1458.an estimated accuracy of +/- 6 seconds.
 DU1458
 DU1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1458.The vertical order pertains to the NGVD 29 superseded value.
 DU1458
 DU1458.The geoid height was determined by GEOID03.
 DU1458
 DU1458;                    North         East    Units  Estimated Accuracy
 DU1458;SPC AZ C     -   264,690.      246,340.      MT  (+/- 180 meters Scaled)
 DU1458
 DU1458                          SUPERSEDED SURVEY CONTROL
 DU1458
 DU1458  NGVD 29 (??/??/92)  492.376  (m)         1615.40   (f) ADJ UNCH    1 1
 DU1458
 DU1458.Superseded values are not recommended for survey control.
 DU1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1458.See file dsdata.txt to determine how the superseded data were derived.
 DU1458
 DU1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB477942(NAD 83)
 DU1458_MARKER: DD = SURVEY DISK
 DU1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1458_STAMPING: P M BM 1262-W
 DU1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1458+STABILITY: SURFACE MOTION
 DU1458
 DU1458  HISTORY     - Date     Condition        Report By
 DU1458  HISTORY     - UNK      MONUMENTED       AZHD
 DU1458  HISTORY     - 1975     GOOD             AZDT
 DU1458  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1458
 DU1458                          STATION DESCRIPTION
 DU1458
 DU1458'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1458'5.7 MI SW FROM PALM SPRINGS.
 DU1458'0.2 MILES SOUTH OF THE INTERSECTION OF SOUTHERN AVE AND IRONWOOD.
 DU1458'ABOUT 800 FT. NORTH OF THE FREEWAY CENTERLINE.  35 FT. WEST OF THE
 DU1458'CENTERLINE OF IRONWOOD AVE.  2.8 FT. EAST OF A FENCE LINE AND A P AND
 DU1458'M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1458'JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
 DU1458
 DU1458                          STATION RECOVERY (1999)
 DU1458
 DU1458'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1470 ***********************************************************************
 DU1470  DESIGNATION -  1262 X
 DU1470  PID         -  DU1470
 DU1470  STATE/COUNTY-  AZ/PINAL
 DU1470  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1470
 DU1470                         *CURRENT SURVEY CONTROL
 DU1470  ___________________________________________________________________
 DU1470* NAD 83(1986)-  33 23 18.     (N)    111 32 44.     (W)     SCALED    
 DU1470* NAVD 88     -       503.94   (+/-2cm)    1653.3    (feet)  VERTCON   
 DU1470  ___________________________________________________________________
 DU1470  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU1470
 DU1470  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1470
 DU1470.The horizontal coordinates were scaled from a topographic map and have
 DU1470.an estimated accuracy of +/- 6 seconds.
 DU1470
 DU1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1470.The vertical order pertains to the NGVD 29 superseded value.
 DU1470
 DU1470.The geoid height was determined by GEOID03.
 DU1470
 DU1470;                    North         East    Units  Estimated Accuracy
 DU1470;SPC AZ C     -   264,880.      247,890.      MT  (+/- 180 meters Scaled)
 DU1470
 DU1470                          SUPERSEDED SURVEY CONTROL
 DU1470
 DU1470  NGVD 29 (??/??/92)  503.391  (m)         1651.54   (f) ADJ UNCH    1 1
 DU1470
 DU1470.Superseded values are not recommended for survey control.
 DU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1470.See file dsdata.txt to determine how the superseded data were derived.
 DU1470
 DU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492944(NAD 83)
 DU1470_MARKER: DD = SURVEY DISK
 DU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1470_STAMPING: P M BM 1262-X
 DU1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1470+STABILITY: SURFACE MOTION
 DU1470
 DU1470  HISTORY     - Date     Condition        Report By
 DU1470  HISTORY     - UNK      MONUMENTED       AZHD
 DU1470  HISTORY     - 1975     GOOD             AZDT
 DU1470  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1470
 DU1470                          STATION DESCRIPTION
 DU1470
 DU1470'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1470'4.98 MI SW FROM PALM SPRINGS.
 DU1470'ABOUT 800 FT. NORTH ALONG IDAHO ROAD FROM THE FREEWAY CENTERLINE.  35
 DU1470'FT. WEST OF THE CENTERLINE OF IDAHO ROAD.  3 FT. WEST OF A P AND M
 DU1470'SURVEY SIGN.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1470'JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.8 FT.
 DU1470
 DU1470                          STATION RECOVERY (1999)
 DU1470
 DU1470'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1472 ***********************************************************************
 DU1472  DESIGNATION -  1262 X 1
 DU1472  PID         -  DU1472
 DU1472  STATE/COUNTY-  AZ/PINAL
 DU1472  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1472
 DU1472                         *CURRENT SURVEY CONTROL
 DU1472  ___________________________________________________________________
 DU1472* NAD 83(1986)-  33 23 12.     (N)    111 32 32.     (W)     SCALED    
 DU1472* NAVD 88     -       502.850  (meters)    1649.77   (feet)  ADJUSTED  
 DU1472  ___________________________________________________________________
 DU1472  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU1472  DYNAMIC HT  -         502.239 (meters)    1647.76  (feet)  COMP
 DU1472  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 DU1472
 DU1472  VERT ORDER  -  FIRST     CLASS I
 DU1472
 DU1472.The horizontal coordinates were scaled from a topographic map and have
 DU1472.an estimated accuracy of +/- 6 seconds.
 DU1472
 DU1472.The orthometric height was determined by differential leveling
 DU1472.and adjusted by the National Geodetic Survey in November 1993..
 DU1472
 DU1472.The geoid height was determined by GEOID03.
 DU1472
 DU1472.The dynamic height is computed by dividing the NAVD 88
 DU1472.geopotential number by the normal gravity value computed on the
 DU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1472.degrees latitude (g = 980.6199 gals.).
 DU1472
 DU1472.The modeled gravity was interpolated from observed gravity values.
 DU1472
 DU1472;                    North         East    Units  Estimated Accuracy
 DU1472;SPC AZ C     -   264,690.      248,200.      MT  (+/- 180 meters Scaled)
 DU1472
 DU1472                          SUPERSEDED SURVEY CONTROL
 DU1472
 DU1472  NGVD 29 (??/??/92)  502.364  (m)         1648.17   (f) ADJ UNCH    1 1
 DU1472
 DU1472.Superseded values are not recommended for survey control.
 DU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1472.See file dsdata.txt to determine how the superseded data were derived.
 DU1472
 DU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495942(NAD 83)
 DU1472_MARKER: I = METAL ROD
 DU1472_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1472+WITH SETTING: INFORMATION.
 DU1472_SP_SET: SHALLOW SET METAL ROD
 DU1472_STAMPING: P M BM 1262-X-1
 DU1472_MARK LOGO: NONE  
 DU1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1472
 DU1472  HISTORY     - Date     Condition        Report By
 DU1472  HISTORY     - UNK      MONUMENTED       NGS
 DU1472  HISTORY     - 1975     GOOD             AZDT
 DU1472  HISTORY     - 1984     GOOD             AZDT
 DU1472
 DU1472                          STATION DESCRIPTION
 DU1472
 DU1472'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1472'4.4 MI SW FROM PALM SPRINGS.
 DU1472'FROM THE INTERSECTION OF IDAHO ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1472'ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT 1100
 DU1472'FT. AND TO THE STATION.  ABOUT 150 FT. SOUTH OF THE CENTERLINE.
 DU1472'OPPOSITE THE APPROXIMATE STATIONING OF 1300+00.  0.3 FT. NORTH OF A
 DU1472'POLE OF AN ABANDONED FENCE LINE.  12 FT. SOUTH OF THE CENTERLINE OF A
 DU1472'TRACK ROAD.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1472'JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.05 FT.
 DU1472
 DU1472                          STATION RECOVERY (1984)
 DU1472
 DU1472'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1477 ***********************************************************************
 DU1477  DESIGNATION -  1262 X 2
 DU1477  PID         -  DU1477
 DU1477  STATE/COUNTY-  AZ/PINAL
 DU1477  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1477
 DU1477                         *CURRENT SURVEY CONTROL
 DU1477  ___________________________________________________________________
 DU1477* NAD 83(1986)-  33 23 12.     (N)    111 32 08.     (W)     SCALED    
 DU1477* NAVD 88     -       504.20   (+/-2cm)    1654.2    (feet)  VERTCON   
 DU1477  ___________________________________________________________________
 DU1477  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1477
 DU1477  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1477
 DU1477.The horizontal coordinates were scaled from a topographic map and have
 DU1477.an estimated accuracy of +/- 6 seconds.
 DU1477
 DU1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1477.The vertical order pertains to the NGVD 29 superseded value.
 DU1477
 DU1477.The geoid height was determined by GEOID03.
 DU1477
 DU1477;                    North         East    Units  Estimated Accuracy
 DU1477;SPC AZ C     -   264,700.      248,820.      MT  (+/- 180 meters Scaled)
 DU1477
 DU1477                          SUPERSEDED SURVEY CONTROL
 DU1477
 DU1477  NGVD 29 (??/??/92)  503.648  (m)         1652.39   (f) ADJ UNCH    1 1
 DU1477
 DU1477.Superseded values are not recommended for survey control.
 DU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1477.See file dsdata.txt to determine how the superseded data were derived.
 DU1477
 DU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB501942(NAD 83)
 DU1477_MARKER: Z = SEE DESCRIPTION
 DU1477_SETTING: 0 = UNSPECIFIED SETTING
 DU1477_STAMPING: P M BM 1262-X-2
 DU1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1477
 DU1477  HISTORY     - Date     Condition        Report By
 DU1477  HISTORY     - UNK      MONUMENTED       NGS
 DU1477  HISTORY     - 1975     GOOD             AZDT
 DU1477  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1477
 DU1477                          STATION DESCRIPTION
 DU1477
 DU1477'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1477'4.2 MI SW FROM PALM SPRINGS.
 DU1477'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE WITH IDAHO ROAD, EAST
 DU1477'ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT 3100
 DU1477'FT. AND TO THE STATION.  ABOUT 165 FT. SOUTH OF THE CENTERLINE. 20 FT.
 DU1477'SOUTH OF THE TRACK MARKING THE CENTER OF THE SECTION. SUPERSTITION
 DU1477'FREEWAY CENTERLINE BETWEEN POWER RD. AND APACHE JUNCTION. A REBAR,
 DU1477'WITH A METAL TAG, UP 0.05 FT.
 DU1477
 DU1477                          STATION RECOVERY (1999)
 DU1477
 DU1477'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1478 ***********************************************************************
 DU1478  DESIGNATION -  1262 Y
 DU1478  PID         -  DU1478
 DU1478  STATE/COUNTY-  AZ/PINAL
 DU1478  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1478
 DU1478                         *CURRENT SURVEY CONTROL
 DU1478  ___________________________________________________________________
 DU1478* NAD 83(1986)-  33 23 18.     (N)    111 31 44.     (W)     SCALED    
 DU1478* NAVD 88     -       508.938  (meters)    1669.74   (feet)  ADJUSTED  
 DU1478  ___________________________________________________________________
 DU1478  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1478  DYNAMIC HT  -         508.319 (meters)    1667.71  (feet)  COMP
 DU1478  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 DU1478
 DU1478  VERT ORDER  -  FIRST     CLASS I
 DU1478
 DU1478.The horizontal coordinates were scaled from a topographic map and have
 DU1478.an estimated accuracy of +/- 6 seconds.
 DU1478
 DU1478.The orthometric height was determined by differential leveling
 DU1478.and adjusted by the National Geodetic Survey in November 1993..
 DU1478
 DU1478.The geoid height was determined by GEOID03.
 DU1478
 DU1478.The dynamic height is computed by dividing the NAVD 88
 DU1478.geopotential number by the normal gravity value computed on the
 DU1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1478.degrees latitude (g = 980.6199 gals.).
 DU1478
 DU1478.The modeled gravity was interpolated from observed gravity values.
 DU1478
 DU1478;                    North         East    Units  Estimated Accuracy
 DU1478;SPC AZ C     -   264,880.      249,440.      MT  (+/- 180 meters Scaled)
 DU1478
 DU1478                          SUPERSEDED SURVEY CONTROL
 DU1478
 DU1478  NGVD 29 (??/??/92)  508.348  (m)         1667.81   (f) ADJ UNCH    1 1
 DU1478
 DU1478.Superseded values are not recommended for survey control.
 DU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1478.See file dsdata.txt to determine how the superseded data were derived.
 DU1478
 DU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508944(NAD 83)
 DU1478_MARKER: DD = SURVEY DISK
 DU1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1478_SP_SET: CONCRETE POST
 DU1478_STAMPING: P M BM 1262-Y
 DU1478_MARK LOGO: AZHD  
 DU1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1478+STABILITY: SURFACE MOTION
 DU1478
 DU1478  HISTORY     - Date     Condition        Report By
 DU1478  HISTORY     - UNK      MONUMENTED       AZDT
 DU1478  HISTORY     - 1975     GOOD             AZDT
 DU1478  HISTORY     - 1984     GOOD             AZDT
 DU1478  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU1478
 DU1478                          STATION DESCRIPTION
 DU1478
 DU1478'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1478'3.8 MI SW FROM PALM SPRINGS.
 DU1478'750 FT. NORTH OF THE CENTERLINE OF THE SUPERSTITION FREEWAY.  50 FT.
 DU1478'EAST OF THE CENTERLINE OF TOMAHAWK ROAD.  3 FT. SOUTH OF A POWER POLE
 DU1478'WITH A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD
 DU1478'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 DU1478'UP 0.35 FT.
 DU1478
 DU1478                          STATION RECOVERY (1984)
 DU1478
 DU1478'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1478'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1478'INTERSECTION OF SOUTHERN AVENUE AND SOUTH TOMAHAWK DRIVE TRAVEL SOUTH
 DU1478'ON TOMAHAWK FOR 0.56 KM.  (0.35 MI.) TO THE STATION.
 DU1478
 DU1478                          STATION RECOVERY (2006)
 DU1478
 DU1478'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1478'DID NOT LOCATE SURVEY SIGN OR THE STATION NEAR THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1490 ***********************************************************************
 DU1490  DESIGNATION -  1262 Y 2
 DU1490  PID         -  DU1490
 DU1490  STATE/COUNTY-  AZ/PINAL
 DU1490  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1490
 DU1490                         *CURRENT SURVEY CONTROL
 DU1490  ___________________________________________________________________
 DU1490* NAD 83(1986)-  33 23 10.     (N)    111 30 56.     (W)     SCALED    
 DU1490* NAVD 88     -       514.406  (meters)    1687.68   (feet)  ADJUSTED  
 DU1490  ___________________________________________________________________
 DU1490  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1490  DYNAMIC HT  -         513.779 (meters)    1685.62  (feet)  COMP
 DU1490  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 DU1490
 DU1490  VERT ORDER  -  FIRST     CLASS I
 DU1490
 DU1490.The horizontal coordinates were scaled from a topographic map and have
 DU1490.an estimated accuracy of +/- 6 seconds.
 DU1490
 DU1490.The orthometric height was determined by differential leveling
 DU1490.and adjusted by the National Geodetic Survey in November 1993..
 DU1490
 DU1490.The geoid height was determined by GEOID03.
 DU1490
 DU1490.The dynamic height is computed by dividing the NAVD 88
 DU1490.geopotential number by the normal gravity value computed on the
 DU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1490.degrees latitude (g = 980.6199 gals.).
 DU1490
 DU1490.The modeled gravity was interpolated from observed gravity values.
 DU1490
 DU1490;                    North         East    Units  Estimated Accuracy
 DU1490;SPC AZ C     -   264,640.      250,680.      MT  (+/- 180 meters Scaled)
 DU1490
 DU1490                          SUPERSEDED SURVEY CONTROL
 DU1490
 DU1490  NGVD 29 (??/??/92)  513.815  (m)         1685.74   (f) ADJ UNCH    1 1
 DU1490
 DU1490.Superseded values are not recommended for survey control.
 DU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1490.See file dsdata.txt to determine how the superseded data were derived.
 DU1490
 DU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520942(NAD 83)
 DU1490_MARKER: I = METAL ROD
 DU1490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1490+WITH SETTING: INFORMATION.
 DU1490_SP_SET: SHALLOW SET METAL ROD
 DU1490_STAMPING: P M BM 1262-Y-2
 DU1490_MARK LOGO: NONE  
 DU1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1490
 DU1490  HISTORY     - Date     Condition        Report By
 DU1490  HISTORY     - UNK      MONUMENTED       NGS
 DU1490  HISTORY     - 1975     GOOD             AZDT
 DU1490  HISTORY     - 1984     GOOD             AZDT
 DU1490
 DU1490                          STATION DESCRIPTION
 DU1490
 DU1490'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1490'2.85 MI SE FROM PALM SPRINGS.
 DU1490'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1490'WEST ALONG THE CENTERLINE FOR ABOUT 500 FT. AND TO THE STATION. ABOUT
 DU1490'135 FT. NORTH OF THE CENTERLINE.  APPROXIMATELY OPPOSITE STATION
 DU1490'1390+00.  3.5 SOUTH OF A LONE SAGUARO.  SUPERSTITION FREEWAY, BETWEEN
 DU1490'POWER ROAD AND APACHE JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.05
 DU1490'FT.
 DU1490
 DU1490                          STATION RECOVERY (1984)
 DU1490
 DU1490'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1490'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1490'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1490'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 9.49 KM.  (5.9
 DU1490'MI.),THEN NORTH 41.15 METERS (135 FT.) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1491 ***********************************************************************
 DU1491  DESIGNATION -  1262 Z
 DU1491  PID         -  DU1491
 DU1491  STATE/COUNTY-  AZ/PINAL
 DU1491  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1491
 DU1491                         *CURRENT SURVEY CONTROL
 DU1491  ___________________________________________________________________
 DU1491* NAD 83(1986)-  33 23 18.     (N)    111 30 38.     (W)     SCALED    
 DU1491* NAVD 88     -       517.49   (+/-2cm)    1697.8    (feet)  VERTCON   
 DU1491  ___________________________________________________________________
 DU1491  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1491
 DU1491  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1491
 DU1491.The horizontal coordinates were scaled from a topographic map and have
 DU1491.an estimated accuracy of +/- 6 seconds.
 DU1491
 DU1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1491.The vertical order pertains to the NGVD 29 superseded value.
 DU1491
 DU1491.The geoid height was determined by GEOID03.
 DU1491
 DU1491;                    North         East    Units  Estimated Accuracy
 DU1491;SPC AZ C     -   264,890.      251,140.      MT  (+/- 180 meters Scaled)
 DU1491
 DU1491                          SUPERSEDED SURVEY CONTROL
 DU1491
 DU1491  NGVD 29 (??/??/92)  516.918  (m)         1695.92   (f) ADJ UNCH    1 1
 DU1491
 DU1491.Superseded values are not recommended for survey control.
 DU1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1491.See file dsdata.txt to determine how the superseded data were derived.
 DU1491
 DU1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525944(NAD 83)
 DU1491_MARKER: DB = BENCH MARK DISK
 DU1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1491_STAMPING: P M BM 1262-Z
 DU1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1491+STABILITY: SURFACE MOTION
 DU1491
 DU1491  HISTORY     - Date     Condition        Report By
 DU1491  HISTORY     - UNK      MONUMENTED       NGS
 DU1491  HISTORY     - 1975     GOOD             AZDT
 DU1491
 DU1491                          STATION DESCRIPTION
 DU1491
 DU1491'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1491'3 MI SE FROM PALM SPRINGS.
 DU1491'ABOUT 950 FT. NORTH OF THE INTERSECTION OF GOLDFIELD ROAD WITH THE
 DU1491'FREEWAY CENTERLINE.  15 FT. EAST OF THE CENTERLINE OF GOLDFIELD ROAD.
 DU1491'3 FT. NORTH OF A POWER POLE WITH A P AND M SURVEY SIGN. SUPERSTITION
 DU1491'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, SET
 DU1491'IN AN 8 IN. CONCRETE POST, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0551 ***********************************************************************
 DA0551  DESIGNATION -  1263.3
 DA0551  PID         -  DA0551
 DA0551  STATE/COUNTY-  AZ/MARICOPA
 DA0551  USGS QUAD   -  DEADMAN GAP (1986)
 DA0551
 DA0551                         *CURRENT SURVEY CONTROL
 DA0551  ___________________________________________________________________
 DA0551* NAD 83(1986)-  32 31 36.     (N)    112 50 55.     (W)     SCALED    
 DA0551* NAVD 88     -       385.48   (+/-2cm)    1264.7    (feet)  VERTCON   
 DA0551  ___________________________________________________________________
 DA0551  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0551
 DA0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0551
 DA0551.The horizontal coordinates were scaled from a topographic map and have
 DA0551.an estimated accuracy of +/- 6 seconds.
 DA0551
 DA0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0551.The vertical order pertains to the NGVD 29 superseded value.
 DA0551
 DA0551.The geoid height was determined by GEOID03.
 DA0551
 DA0551;                    North         East    Units  Estimated Accuracy
 DA0551;SPC AZ C     -   169,650.      125,810.      MT  (+/- 180 meters Scaled)
 DA0551
 DA0551                          SUPERSEDED SURVEY CONTROL
 DA0551
 DA0551  NGVD 29 (??/??/92)  384.821  (m)         1262.53   (f) ADJ UNCH    1 2
 DA0551
 DA0551.Superseded values are not recommended for survey control.
 DA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0551.See file dsdata.txt to determine how the superseded data were derived.
 DA0551
 DA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263003(NAD 83)
 DA0551_MARKER: Q = CHISELED SQUARE
 DA0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0551_SP_SET: ABUTMENT
 DA0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0551
 DA0551  HISTORY     - Date     Condition        Report By
 DA0551  HISTORY     - UNK      MONUMENTED       USGS
 DA0551  HISTORY     - 1953     GOOD             NGS
 DA0551  HISTORY     - 1980     GOOD             NGS
 DA0551
 DA0551                          STATION DESCRIPTION
 DA0551
 DA0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0551'12.6 MI N FROM AJO.
 DA0551'12.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0551'FROM THE STATION AT AJO, 0.4 MILE SOUTH OF THE ROCKY POINT SIDING
 DA0551'SIGN, NEAR MILEPOLE 31, AT LARGE WOODEN BRIDGE 310, IN THE TOP OF THE
 DA0551'NORTHEAST CONCRETE ABUTMENT, 5.0 FEET NORTHWEST OF THE NORTHEST RAIL,
 DA0551'0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, AND ABOUT 1
 DA0551'FOOT LOWER THAN THE TOP OF THE RAIL.
 DA0551
 DA0551                          STATION RECOVERY (1980)
 DA0551
 DA0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0212 ***********************************************************************
 DV0212  DESIGNATION -  1264.67
 DV0212  PID         -  DV0212
 DV0212  STATE/COUNTY-  AZ/MARICOPA
 DV0212  USGS QUAD   -  GLENDALE (1982)
 DV0212
 DV0212                         *CURRENT SURVEY CONTROL
 DV0212  ___________________________________________________________________
 DV0212* NAD 83(1986)-  33 35 46.     (N)    112 11 09.     (W)     SCALED    
 DV0212* NAVD 88     -       367.72   (+/-2cm)    1206.4    (feet)  VERTCON   
 DV0212  ___________________________________________________________________
 DV0212  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0212
 DV0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0212
 DV0212.The horizontal coordinates were scaled from a topographic map and have
 DV0212.an estimated accuracy of +/- 6 seconds.
 DV0212
 DV0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0212.The vertical order pertains to the NGVD 29 superseded value.
 DV0212
 DV0212.The geoid height was determined by GEOID03.
 DV0212
 DV0212;                    North         East    Units  Estimated Accuracy
 DV0212;SPC AZ C     -   287,890.      188,380.      MT  (+/- 180 meters Scaled)
 DV0212
 DV0212                          SUPERSEDED SURVEY CONTROL
 DV0212
 DV0212  NGVD 29 (??/??/92)  367.175  (m)         1204.64   (f) ADJ UNCH    2 0
 DV0212
 DV0212.Superseded values are not recommended for survey control.
 DV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0212.See file dsdata.txt to determine how the superseded data were derived.
 DV0212
 DV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899180(NAD 83)
 DV0212_MARKER: X = CHISELED CROSS
 DV0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0212_SP_SET: CULVERT
 DV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0212
 DV0212  HISTORY     - Date     Condition        Report By
 DV0212  HISTORY     - UNK      MONUMENTED       RBNF
 DV0212  HISTORY     - 1945     GOOD             NGS
 DV0212  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 DV0212
 DV0212                          STATION DESCRIPTION
 DV0212
 DV0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0212'2.0 MI S FROM THUNDERBIRD NO 1 AIRPORT.
 DV0212'2.0 MILES SOUTH ALONG LATERAL NO. 18 FROM THE MAIN GATE OF THE
 DV0212'THUNDERBIRD NO. 1 AIRPORT, A CHISELED CROSS CUT ON THE EAST HEADWALL
 DV0212'OF A SMALL IRRIGATION DITCH, 63 FEET SOUTH OF CENTER-LINE OF A
 DV0212'EAST-WEST ROAD, 12.5 FEET EAST OF CENTER-LINE OF MAIN ROAD, 3.2 FEET
 DV0212'SOUTHWEST OF THE NORTHEAST END OF THE NORTH WINGWALL.
 DV0212
 DV0212                          STATION RECOVERY (2003)
 DV0212
 DV0212'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0212'MARK NOT FOUND. NO HEAD WALL. NO IRRIGATION DITCH.  GAS STATION BUILT
 DV0212'ON LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0964 ***********************************************************************
 CZ0964  DESIGNATION -  1267.34
 CZ0964  PID         -  CZ0964
 CZ0964  STATE/COUNTY-  AZ/PINAL
 CZ0964  USGS QUAD   -  STANFIELD (1992)
 CZ0964
 CZ0964                         *CURRENT SURVEY CONTROL
 CZ0964  ___________________________________________________________________
 CZ0964* NAD 83(1986)-  32 58 57.     (N)    111 55 45.     (W)     SCALED    
 CZ0964* NAVD 88     -       385.905  (meters)    1266.09   (feet)  ADJUSTED  
 CZ0964  ___________________________________________________________________
 CZ0964  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ0964  DYNAMIC HT  -         385.438 (meters)    1264.56  (feet)  COMP
 CZ0964  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 CZ0964  OBS GRAVITY -     979,417.7   (mgal)                       GRAV_OBS
 CZ0964
 CZ0964  VERT ORDER  -  FIRST     CLASS II
 CZ0964
 CZ0964.The horizontal coordinates were scaled from a topographic map and have
 CZ0964.an estimated accuracy of +/- 6 seconds.
 CZ0964
 CZ0964.The orthometric height was determined by differential leveling
 CZ0964.and adjusted by the National Geodetic Survey in June 1991..
 CZ0964
 CZ0964.The geoid height was determined by GEOID03.
 CZ0964
 CZ0964.The dynamic height is computed by dividing the NAVD 88
 CZ0964.geopotential number by the normal gravity value computed on the
 CZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0964.degrees latitude (g = 980.6199 gals.).
 CZ0964
 CZ0964.The modeled gravity was interpolated from observed gravity values.
 CZ0964.The observed gravity was obtained from relative gravimeter ties
 CZ0964.to the IGSN71 gravity network.
 CZ0964
 CZ0964;                    North         East    Units  Estimated Accuracy
 CZ0964;SPC AZ C     -   219,810.      212,190.      MT  (+/- 180 meters Scaled)
 CZ0964
 CZ0964                          SUPERSEDED SURVEY CONTROL
 CZ0964
 CZ0964  NGVD 29 (??/??/92)  385.726  (m)         1265.50   (f) ADJ UNCH    1 2
 CZ0964
 CZ0964.Superseded values are not recommended for survey control.
 CZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0964.See file dsdata.txt to determine how the superseded data were derived.
 CZ0964
 CZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB131497(NAD 83)
 CZ0964_MARKER: DD = SURVEY DISK
 CZ0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0964_SP_SET: CULVERT
 CZ0964_STAMPING: 1267.34 63
 CZ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0964+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ0964
 CZ0964  HISTORY     - Date     Condition        Report By
 CZ0964  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0964  HISTORY     - 1967     GOOD             NGS
 CZ0964  HISTORY     - 1980     GOOD             NGS
 CZ0964  HISTORY     - 1980     GOOD             NGS
 CZ0964  HISTORY     - 20060807 GOOD             GEOCAC
 CZ0964
 CZ0964                          STATION DESCRIPTION
 CZ0964
 CZ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0964'8.7 MI SE FROM MARICOPA.
 CZ0964'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0964'MARICOPA, THENCE 8.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0964'RAILROAD, IN S 22, T 5 S, R 4 E, 189 FEET SOUTH OF THE CENTER OF THE
 CZ0964'CROSSING OF THE RAILROAD AND PAVED ROAD NUMBER 425, 161 FEET SOUTHWEST
 CZ0964'OF THE SOUTHWEST RAIL OF THE TRACK, 20 FEET WEST OF THE CENTER LINE OF
 CZ0964'THE ROAD, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL
 CZ0964'OF A TWIN CHANNEL CONCRETE CULVERT, ABOUT LEVEL WITH THE ROAD, AND
 CZ0964'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ0964
 CZ0964                          STATION RECOVERY (1980)
 CZ0964
 CZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0964'RECOVERED IN GOOD CONDITION.
 CZ0964
 CZ0964                          STATION RECOVERY (1980)
 CZ0964
 CZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0964'RECOVERED IN GOOD CONDITION.
 CZ0964
 CZ0964                          STATION RECOVERY (2006)
 CZ0964
 CZ0964'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1044 ***********************************************************************
 DA1044  DESIGNATION -  1269+15
 DA1044  PID         -  DA1044
 DA1044  STATE/COUNTY-  AZ/YUMA
 DA1044  USGS QUAD   -  TACNA (1982)
 DA1044
 DA1044                         *CURRENT SURVEY CONTROL
 DA1044  ___________________________________________________________________
 DA1044* NAD 83(1986)-  32 42 12.     (N)    113 54 34.     (W)     SCALED    
 DA1044* NAVD 88     -       101.767  (meters)     333.88   (feet)  ADJUSTED  
 DA1044  ___________________________________________________________________
 DA1044  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1044  DYNAMIC HT  -         101.649 (meters)     333.49  (feet)  COMP
 DA1044  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DA1044
 DA1044  VERT ORDER  -  FIRST     CLASS II
 DA1044
 DA1044.The horizontal coordinates were scaled from a topographic map and have
 DA1044.an estimated accuracy of +/- 6 seconds.
 DA1044
 DA1044.The orthometric height was determined by differential leveling
 DA1044.and adjusted by the National Geodetic Survey in June 1991..
 DA1044
 DA1044.The geoid height was determined by GEOID03.
 DA1044
 DA1044.The dynamic height is computed by dividing the NAVD 88
 DA1044.geopotential number by the normal gravity value computed on the
 DA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1044.degrees latitude (g = 980.6199 gals.).
 DA1044
 DA1044.The modeled gravity was interpolated from observed gravity values.
 DA1044
 DA1044;                    North         East    Units  Estimated Accuracy
 DA1044;SPC AZ W     -   188,870.      198,410.      MT  (+/- 180 meters Scaled)
 DA1044
 DA1044                          SUPERSEDED SURVEY CONTROL
 DA1044
 DA1044  NGVD 29 (??/??/92)  101.002  (m)          331.37   (f) ADJ UNCH    1 2
 DA1044
 DA1044.Superseded values are not recommended for survey control.
 DA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1044.See file dsdata.txt to determine how the superseded data were derived.
 DA1044
 DA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB272221(NAD 83)
 DA1044_MARKER: DB = BENCH MARK DISK
 DA1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1044_SP_SET: BRIDGE
 DA1044_STAMPING: 331.91 1269+15 1269+59.17 1941
 DA1044_MARK LOGO: AZHD  
 DA1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1044
 DA1044  HISTORY     - Date     Condition        Report By
 DA1044  HISTORY     - 1941     MONUMENTED       AZHD
 DA1044  HISTORY     - 1952     GOOD             NGS
 DA1044  HISTORY     - 1981     GOOD             NGS
 DA1044  HISTORY     - 1981     GOOD             NGS
 DA1044
 DA1044                          STATION DESCRIPTION
 DA1044
 DA1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1044'9.3 MI W FROM MOHAWK.
 DA1044'9.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1044'STATION AT MOHAWK, IN THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE OVER A
 DA1044'WASH, 0.3 MILE WEST OF A SECTION HOUSE AT COLFRED, 150 FEET NORTH OF
 DA1044'RAILROAD BRIDGE NO. 783.46, 17.3 FEET SOUTH OF THE CENTER LINE OF THE
 DA1044'HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 DA1044
 DA1044                          STATION RECOVERY (1981)
 DA1044
 DA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1044'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1044'IN TACNA, AT A LARGE PINK OIL TANK NUMBER 328B-09, SET IN THE TOP
 DA1044'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 5.2 M (17.3 FT)
 DA1044'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.5 FT) SOUTHWEST
 DA1044'OF THE NORTHEAST END OF THE HEADWALL, 6.7 M (22.0 FT) NORTHEAST OF
 DA1044'THE SOUTHWEST END OF THE HEADWALL.
 DA1044'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1044
 DA1044                          STATION RECOVERY (1981)
 DA1044
 DA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1044'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1044'IN TACNA, AT A LARGE PINK OIL TANK NUMBER 328B-09, SET IN THE TOP
 DA1044'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 5.2 M (17.3 FT)
 DA1044'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.5 FT) SOUTHWEST
 DA1044'OF THE NORTHEAST END OF THE HEADWALL, 6.7 M (22.0 FT) NORTHEAST OF
 DA1044'THE SOUTHWEST END OF THE HEADWALL.
 DA1044'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0059 ***********************************************************************
 EU0059  DESIGNATION -  1269.61
 EU0059  PID         -  EU0059
 EU0059  STATE/COUNTY-  AZ/MOHAVE
 EU0059  USGS QUAD   -  YUCCA (1970)
 EU0059
 EU0059                         *CURRENT SURVEY CONTROL
 EU0059  ___________________________________________________________________
 EU0059* NAD 83(1986)-  34 45 04.     (N)    114 13 25.     (W)     SCALED    
 EU0059* NAVD 88     -       387.61   (+/-2cm)    1271.7    (feet)  VERTCON   
 EU0059  ___________________________________________________________________
 EU0059  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EU0059
 EU0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0059
 EU0059.The horizontal coordinates were scaled from a topographic map and have
 EU0059.an estimated accuracy of +/- 6 seconds.
 EU0059
 EU0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0059.The vertical order pertains to the NGVD 29 superseded value.
 EU0059
 EU0059.The geoid height was determined by GEOID03.
 EU0059
 EU0059;                    North         East    Units  Estimated Accuracy
 EU0059;SPC AZ W     -   416,080.      170,000.      MT  (+/- 180 meters Scaled)
 EU0059
 EU0059                          SUPERSEDED SURVEY CONTROL
 EU0059
 EU0059  NGVD 29 (??/??/??)  386.916  (m)         1269.41   (f) ADJUSTED    2 0
 EU0059
 EU0059.Superseded values are not recommended for survey control.
 EU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0059.See file dsdata.txt to determine how the superseded data were derived.
 EU0059
 EU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU541489(NAD 83)
 EU0059_MARKER: DD = SURVEY DISK
 EU0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0059_SP_SET: CULVERT
 EU0059_STAMPING: 1269.61 820X00 1951
 EU0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0059
 EU0059  HISTORY     - Date     Condition        Report By
 EU0059  HISTORY     - 1951     MONUMENTED       AZHD
 EU0059  HISTORY     - 1961     GOOD             NGS
 EU0059  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0059  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0059
 EU0059                          STATION DESCRIPTION
 EU0059
 EU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0059'10.5 MI SW FROM YUCCA.
 EU0059'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0059'YUCCA, THENCE 10.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET IN
 EU0059'THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF A
 EU0059'12 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET SOUTHEAST
 EU0059'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 EU0059'HIGHWAY.
 EU0059
 EU0059                          STATION RECOVERY (1970)
 EU0059
 EU0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0059'MARK NOT FOUND.
 EU0059
 EU0059                          STATION RECOVERY (1981)
 EU0059
 EU0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0059'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0696 ***********************************************************************
 GP0696  DESIGNATION -  127 DOR
 GP0696  PID         -  GP0696
 GP0696  STATE/COUNTY-  AZ/NAVAJO
 GP0696  USGS QUAD   -  SHONTO NW (1980)
 GP0696
 GP0696                         *CURRENT SURVEY CONTROL
 GP0696  ___________________________________________________________________
 GP0696* NAD 83(1986)-  36 44 03.     (N)    110 37 32.     (W)     SCALED    
 GP0696* NAVD 88     -      2092.300  (meters)    6864.49   (feet)  ADJUSTED  
 GP0696  ___________________________________________________________________
 GP0696  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GP0696  DYNAMIC HT  -        2089.645 (meters)    6855.78  (feet)  COMP
 GP0696  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 GP0696
 GP0696  VERT ORDER  -  SECOND    CLASS 0
 GP0696
 GP0696.The horizontal coordinates were scaled from a topographic map and have
 GP0696.an estimated accuracy of +/- 6 seconds.
 GP0696
 GP0696.The orthometric height was determined by differential leveling
 GP0696.and adjusted by the National Geodetic Survey in June 1991..
 GP0696
 GP0696.The geoid height was determined by GEOID03.
 GP0696
 GP0696.The dynamic height is computed by dividing the NAVD 88
 GP0696.geopotential number by the normal gravity value computed on the
 GP0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0696.degrees latitude (g = 980.6199 gals.).
 GP0696
 GP0696.The modeled gravity was interpolated from observed gravity values.
 GP0696
 GP0696;                    North         East    Units  Estimated Accuracy
 GP0696;SPC AZ E     -   636,070.      172,380.      MT  (+/- 180 meters Scaled)
 GP0696
 GP0696                          SUPERSEDED SURVEY CONTROL
 GP0696
 GP0696.No superseded survey control is available for this station.
 GP0696
 GP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF334654(NAD 83)
 GP0696_MARKER: DB = BENCH MARK DISK
 GP0696_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0696+WITH SETTING: PAVEMENT
 GP0696_SP_SET: CONCRETE BOX
 GP0696_STAMPING: 127 DOR 1969 6861
 GP0696_MARK LOGO: USGS  
 GP0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0696+STABILITY: SURFACE MOTION
 GP0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0696+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0696
 GP0696  HISTORY     - Date     Condition        Report By
 GP0696  HISTORY     - 1969     MONUMENTED       USGS
 GP0696
 GP0696                          STATION DESCRIPTION
 GP0696
 GP0696'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0696'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0696'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0696'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0696'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 8.3 MILES NORTHWEST
 GP0696'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A WINDMILL, 240
 GP0696'FEET EAST OF THE ROAD, 55 FEET SOUTHWEST OF A WINDMILL, JUST
 GP0696'SOUTHWEST OF A LARGE CONCRETE WATER TANK, IN THE WEST CORNER OF A 4 X
 GP0696'5 FOOT CONCRETE BOX PROJECTING 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1508 ***********************************************************************
 DU1508  DESIGNATION -  1271 9
 DU1508  PID         -  DU1508
 DU1508  STATE/COUNTY-  AZ/PINAL
 DU1508  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1508
 DU1508                         *CURRENT SURVEY CONTROL
 DU1508  ___________________________________________________________________
 DU1508* NAD 83(1986)-  33 24 06.     (N)    111 31 38.     (W)     SCALED    
 DU1508* NAVD 88     -       524.04   (+/-2cm)    1719.3    (feet)  VERTCON   
 DU1508  ___________________________________________________________________
 DU1508  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1508
 DU1508  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1508
 DU1508.The horizontal coordinates were scaled from a topographic map and have
 DU1508.an estimated accuracy of +/- 6 seconds.
 DU1508
 DU1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1508.The vertical order pertains to the NGVD 29 superseded value.
 DU1508
 DU1508.The geoid height was determined by GEOID03.
 DU1508
 DU1508;                    North         East    Units  Estimated Accuracy
 DU1508;SPC AZ C     -   266,360.      249,590.      MT  (+/- 180 meters Scaled)
 DU1508
 DU1508                          SUPERSEDED SURVEY CONTROL
 DU1508
 DU1508  NGVD 29 (??/??/92)  523.472  (m)         1717.42   (f) ADJ UNCH    1 1
 DU1508
 DU1508.Superseded values are not recommended for survey control.
 DU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1508.See file dsdata.txt to determine how the superseded data were derived.
 DU1508
 DU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB509959(NAD 83)
 DU1508_MARKER: Z = SEE DESCRIPTION
 DU1508_SETTING: 0 = UNSPECIFIED SETTING
 DU1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1508
 DU1508  HISTORY     - Date     Condition        Report By
 DU1508  HISTORY     - UNK      MONUMENTED       NGS
 DU1508  HISTORY     - 1975     GOOD             AZDT
 DU1508  HISTORY     - 1975     GOOD             AZDT
 DU1508
 DU1508                          STATION DESCRIPTION
 DU1508
 DU1508'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1508'0.7 MI SE FROM PALM SPRINGS.
 DU1508'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1508'MILES AND TO THE STATION ON THE RIGHT.  A REBAR, 70 FT. SOUTH OF THE
 DU1508'SOUTH EDGE OF THE EAST BOUND LANE.  A REBAR, FLUSH.
 DU1508
 DU1508                          STATION RECOVERY (1975)
 DU1508
 DU1508'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1508'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1508'MILES AND TO THE STATION ON THE RIGHT.  A REBAR, 70 FT. SOUTH OF THE
 DU1508'SOUTH EDGE OF THE EAST BOUND LANE.  A REBAR, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1931 ***********************************************************************
 DU1931  DESIGNATION -  1271.7
 DU1931  PID         -  DU1931
 DU1931  STATE/COUNTY-  AZ/PINAL
 DU1931  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1931
 DU1931                         *CURRENT SURVEY CONTROL
 DU1931  ___________________________________________________________________
 DU1931* NAD 83(1986)-  33 23 11.     (N)    111 31 43.     (W)     SCALED    
 DU1931* NAVD 88     -       507.611  (meters)    1665.39   (feet)  ADJUSTED  
 DU1931  ___________________________________________________________________
 DU1931  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU1931  DYNAMIC HT  -         506.994 (meters)    1663.36  (feet)  COMP
 DU1931  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 DU1931
 DU1931  VERT ORDER  -  SECOND    CLASS I
 DU1931
 DU1931.The horizontal coordinates were scaled from a topographic map and have
 DU1931.an estimated accuracy of +/- 6 seconds.
 DU1931
 DU1931.The orthometric height was determined by differential leveling
 DU1931.and adjusted by the National Geodetic Survey in November 1993..
 DU1931
 DU1931.The geoid height was determined by GEOID03.
 DU1931
 DU1931.The dynamic height is computed by dividing the NAVD 88
 DU1931.geopotential number by the normal gravity value computed on the
 DU1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1931.degrees latitude (g = 980.6199 gals.).
 DU1931
 DU1931.The modeled gravity was interpolated from observed gravity values.
 DU1931
 DU1931;                    North         East    Units  Estimated Accuracy
 DU1931;SPC AZ C     -   264,670.      249,460.      MT  (+/- 180 meters Scaled)
 DU1931
 DU1931                          SUPERSEDED SURVEY CONTROL
 DU1931
 DU1931.No superseded survey control is available for this station.
 DU1931
 DU1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508942(NAD 83)
 DU1931_MARKER: DE = TRAVERSE STATION DISK
 DU1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1931_SP_SET: CONCRETE POST
 DU1931_STAMPING: P M BM 1271.7
 DU1931_MARK LOGO: NONE  
 DU1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1931+STABILITY: SURFACE MOTION
 DU1931
 DU1931  HISTORY     - Date     Condition        Report By
 DU1931  HISTORY     - UNK      MONUMENTED       AZDT
 DU1931  HISTORY     - 1984     GOOD             AZDT
 DU1931
 DU1931                          STATION DESCRIPTION
 DU1931
 DU1931'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1931'IN APACHE JUNCTION.
 DU1931'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1931'JUNCTION TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 8.04 KM.
 DU1931'(5.0 MI.) TO THE STATION, AT THE INTERSECTION OF STATE ROUTE 360
 DU1931'CENTERLINE AND TOMAHAWK DRIVE, 6.7 METERS (22.0 FT.) WEST OF TOMAHAWK
 DU1931'DRIVE CENTERLINE, 1.22 METERS (4.0 FT.) EAST OF A P AND M SURVEY
 DU1931'SIGN.  THE MARK IS AN AHD BRASS CAP, SET IN AN 8 INCH SQUARE CONCRETE
 DU1931'POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0746 ***********************************************************************
 DU0746  DESIGNATION -  1272.85
 DU0746  PID         -  DU0746
 DU0746  STATE/COUNTY-  AZ/PINAL
 DU0746  USGS QUAD   -  GILA BUTTE (1981)
 DU0746
 DU0746                         *CURRENT SURVEY CONTROL
 DU0746  ___________________________________________________________________
 DU0746* NAD 83(1986)-  33 08 31.     (N)    111 45 33.     (W)     SCALED    
 DU0746* NAVD 88     -       388.22   (+/-2cm)    1273.7    (feet)  VERTCON   
 DU0746  ___________________________________________________________________
 DU0746  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0746
 DU0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0746
 DU0746.The horizontal coordinates were scaled from a topographic map and have
 DU0746.an estimated accuracy of +/- 6 seconds.
 DU0746
 DU0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0746.The vertical order pertains to the NGVD 29 superseded value.
 DU0746
 DU0746.The geoid height was determined by GEOID03.
 DU0746
 DU0746;                    North         East    Units  Estimated Accuracy
 DU0746;SPC AZ C     -   237,500.      228,050.      MT  (+/- 180 meters Scaled)
 DU0746
 DU0746                          SUPERSEDED SURVEY CONTROL
 DU0746
 DU0746  NGVD 29 (??/??/92)  387.730  (m)         1272.08   (f) ADJ UNCH    2 0
 DU0746
 DU0746.Superseded values are not recommended for survey control.
 DU0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0746.See file dsdata.txt to determine how the superseded data were derived.
 DU0746
 DU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291672(NAD 83)
 DU0746_MARKER: DD = SURVEY DISK
 DU0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0746_SP_SET: BRIDGE
 DU0746_STAMPING: 1272.85 41-02.4 32
 DU0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0746
 DU0746  HISTORY     - Date     Condition        Report By
 DU0746  HISTORY     - UNK      MONUMENTED       AZHD
 DU0746  HISTORY     - 1948     GOOD             NGS
 DU0746  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0746
 DU0746                          STATION DESCRIPTION
 DU0746
 DU0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0746'5.5 MI N FROM OLDBERG.
 DU0746'5.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0746'76.4 FEET WEST OF RAILROAD BRIDGE NO. 942.25, 16.6 FEET EAST OF THE
 DU0746'CENTER LINE OF STATE ROUTE 87, SET IN THE TOP AND IN THE CENTER OF THE
 DU0746'EAST CONCRETE HEADWALL OF THE BRIDGE IN THE HIGHWAY OVER A WIDE WASH.
 DU0746
 DU0746                          STATION RECOVERY (2006)
 DU0746
 DU0746'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0746'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0037 ***********************************************************************
 CZ0037  DESIGNATION -  127+45.80
 CZ0037  PID         -  CZ0037
 CZ0037  STATE/COUNTY-  AZ/PIMA
 CZ0037  USGS QUAD   -  TUCSON (1992)
 CZ0037
 CZ0037                         *CURRENT SURVEY CONTROL
 CZ0037  ___________________________________________________________________
 CZ0037* NAD 83(1986)-  32 14 39.     (N)    110 59 17.     (W)     SCALED    
 CZ0037* NAVD 88     -       707.27   (+/-2cm)    2320.4    (feet)  VERTCON   
 CZ0037  ___________________________________________________________________
 CZ0037  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0037
 CZ0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0037
 CZ0037.The horizontal coordinates were scaled from a topographic map and have
 CZ0037.an estimated accuracy of +/- 6 seconds.
 CZ0037
 CZ0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0037.The vertical order pertains to the NGVD 29 superseded value.
 CZ0037
 CZ0037.The geoid height was determined by GEOID03.
 CZ0037
 CZ0037;                    North         East    Units  Estimated Accuracy
 CZ0037;SPC AZ C     -   138,320.      300,870.      MT  (+/- 180 meters Scaled)
 CZ0037
 CZ0037                          SUPERSEDED SURVEY CONTROL
 CZ0037
 CZ0037  NGVD 29 (??/??/92)  706.605  (m)         2318.25   (f) ADJ UNCH    1 2
 CZ0037
 CZ0037.Superseded values are not recommended for survey control.
 CZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0037.See file dsdata.txt to determine how the superseded data were derived.
 CZ0037
 CZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA011675(NAD 83)
 CZ0037_MARKER: DD = SURVEY DISK
 CZ0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0037_SP_SET: CULVERT
 CZ0037_STAMPING: 2319.08 1951 SB 127+45.80
 CZ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0037
 CZ0037  HISTORY     - Date     Condition        Report By
 CZ0037  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0037  HISTORY     - 1951     GOOD             NGS
 CZ0037  HISTORY     - 1960     GOOD             NGS
 CZ0037  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0037
 CZ0037                          STATION DESCRIPTION
 CZ0037
 CZ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0037'2.5 MI NW FROM TUCSON.
 CZ0037'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0037'STATION AT TUCSON, THENCE 1.6 MILES NORTHWEST ALONG TUCSON ACCESS
 CZ0037'FREEWAY, AT RAILROAD MILE POLE 982, IN THE TOP OF THE APPROXIMATE
 CZ0037'CENTER OF THE SOUTHWEST HEADWALL OF A LARGE CONCRETE HIGHWAY CULVERT,
 CZ0037'28 1/2 FEET SOUTHWEST OF THE HIGHWAY CENTERLINE, AND ABOUT 1/2 FOOT
 CZ0037'LOWER THAN THE HIGHWAY.
 CZ0037
 CZ0037                          STATION RECOVERY (1960)
 CZ0037
 CZ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0037'RECOVERED IN GOOD CONDITION.
 CZ0037
 CZ0037                          STATION RECOVERY (1980)
 CZ0037
 CZ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0037'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE BENCH MARK WAS
 CZ0037'DESCRIBED AS 1/2 FOOT LOWER THAN THE HIGHWAY.  NO HEADWALL COULD
 CZ0037'BE FOUND 0.5 FOOT LOWER THAN THE HIGHWAY.  ALL HEADWALLS FOUND HAD
 CZ0037'1966 STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0557 ***********************************************************************
 DA0557  DESIGNATION -  1275
 DA0557  PID         -  DA0557
 DA0557  STATE/COUNTY-  AZ/MARICOPA
 DA0557  USGS QUAD   -  MIDWAY SW (1986)
 DA0557
 DA0557                         *CURRENT SURVEY CONTROL
 DA0557  ___________________________________________________________________
 DA0557* NAD 83(1986)-  32 30 52.     (N)    112 54 24.     (W)     SCALED    
 DA0557* NAVD 88     -       389.36   (+/-2cm)    1277.4    (feet)  VERTCON   
 DA0557  ___________________________________________________________________
 DA0557  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0557
 DA0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0557
 DA0557.The horizontal coordinates were scaled from a topographic map and have
 DA0557.an estimated accuracy of +/- 6 seconds.
 DA0557
 DA0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0557.The vertical order pertains to the NGVD 29 superseded value.
 DA0557
 DA0557.The geoid height was determined by GEOID03.
 DA0557
 DA0557;                    North         East    Units  Estimated Accuracy
 DA0557;SPC AZ C     -   168,340.      120,350.      MT  (+/- 180 meters Scaled)
 DA0557
 DA0557                          SUPERSEDED SURVEY CONTROL
 DA0557
 DA0557  NGVD 29 (??/??/92)  388.704  (m)         1275.27   (f) ADJ UNCH    1 2
 DA0557
 DA0557.Superseded values are not recommended for survey control.
 DA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0557.See file dsdata.txt to determine how the superseded data were derived.
 DA0557
 DA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA209990(NAD 83)
 DA0557_MARKER: DD = SURVEY DISK
 DA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0557_STAMPING: 1275 1948 14 GWM
 DA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0557+STABILITY: SURFACE MOTION
 DA0557
 DA0557  HISTORY     - Date     Condition        Report By
 DA0557  HISTORY     - 1948     MONUMENTED       USGS
 DA0557  HISTORY     - 1953     GOOD             NGS
 DA0557
 DA0557                          STATION DESCRIPTION
 DA0557
 DA0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0557'11.7 MI N FROM AJO.
 DA0557'9.8 MILES NORTH ALONG THE TUCSON, CORNERLIA AND GILA BEND RAILROAD
 DA0557'FROM THE STATION AT AJO, THENCE 1.9 MILES NORTHWEST ALONG A GRAVELED
 DA0557'ROAD LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 43 FEET
 DA0557'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS
 DA0557'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 DA0557'CONCRETE POST WHICH IS ENCASED BY AN 8-INCH CONCRETE PIPE PROJECTING
 DA0557'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0747 ***********************************************************************
 DU0747  DESIGNATION -  1276.82
 DU0747  PID         -  DU0747
 DU0747  STATE/COUNTY-  AZ/PINAL
 DU0747  USGS QUAD   -  GILA BUTTE (1981)
 DU0747
 DU0747                         *CURRENT SURVEY CONTROL
 DU0747  ___________________________________________________________________
 DU0747* NAD 83(1986)-  33 08 22.     (N)    111 45 23.     (W)     SCALED    
 DU0747* NAVD 88     -       389.43   (+/-2cm)    1277.7    (feet)  VERTCON   
 DU0747  ___________________________________________________________________
 DU0747  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0747
 DU0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0747
 DU0747.The horizontal coordinates were scaled from a topographic map and have
 DU0747.an estimated accuracy of +/- 6 seconds.
 DU0747
 DU0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0747.The vertical order pertains to the NGVD 29 superseded value.
 DU0747
 DU0747.The geoid height was determined by GEOID03.
 DU0747
 DU0747;                    North         East    Units  Estimated Accuracy
 DU0747;SPC AZ C     -   237,230.      228,310.      MT  (+/- 180 meters Scaled)
 DU0747
 DU0747                          SUPERSEDED SURVEY CONTROL
 DU0747
 DU0747  NGVD 29 (??/??/92)  388.947  (m)         1276.07   (f) ADJ UNCH    2 0
 DU0747
 DU0747.Superseded values are not recommended for survey control.
 DU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0747.See file dsdata.txt to determine how the superseded data were derived.
 DU0747
 DU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294670(NAD 83)
 DU0747_MARKER: DD = SURVEY DISK
 DU0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0747_SP_SET: BRIDGE
 DU0747_STAMPING: 1276.82 29-02.2 32
 DU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0747
 DU0747  HISTORY     - Date     Condition        Report By
 DU0747  HISTORY     - UNK      MONUMENTED       AZHD
 DU0747  HISTORY     - 1948     GOOD             NGS
 DU0747  HISTORY     - 1959     GOOD             NGS
 DU0747  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0747
 DU0747                          STATION DESCRIPTION
 DU0747
 DU0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0747'5.3 MI N FROM OLDBERG.
 DU0747'5.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0747'86.4 FEET SOUTH OF STATE MILE POST 153, 84.0 FEET WEST OF THE CENTER
 DU0747'LINE OF THE RAILROAD, 16.2 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 DU0747'87, WEST OF RAILROAD BRIDGE NO. 942.48, SET IN THE TOP AND IN THE
 DU0747'CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A
 DU0747'WIDE WASH.
 DU0747
 DU0747                          STATION RECOVERY (1959)
 DU0747
 DU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0747'RECOVERED IN GOOD CONDITION.
 DU0747
 DU0747                          STATION RECOVERY (2006)
 DU0747
 DU0747'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0747'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1294 ***********************************************************************
 DV1294  DESIGNATION -  1277
 DV1294  PID         -  DV1294
 DV1294  STATE/COUNTY-  AZ/MARICOPA
 DV1294  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1294
 DV1294                         *CURRENT SURVEY CONTROL
 DV1294  ___________________________________________________________________
 DV1294* NAD 83(1986)-  33 35 47.     (N)    112 06 44.     (W)     SCALED    
 DV1294* NAVD 88     -       389.584  (meters)    1278.16   (feet)  ADJUSTED  
 DV1294  ___________________________________________________________________
 DV1294  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1294  DYNAMIC HT  -         389.134 (meters)    1276.68  (feet)  COMP
 DV1294  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1294
 DV1294  VERT ORDER  -  FIRST     CLASS II
 DV1294
 DV1294.The horizontal coordinates were scaled from a topographic map and have
 DV1294.an estimated accuracy of +/- 6 seconds.
 DV1294
 DV1294.The orthometric height was determined by differential leveling
 DV1294.and adjusted by the National Geodetic Survey in November 1993..
 DV1294
 DV1294.The geoid height was determined by GEOID03.
 DV1294
 DV1294.The dynamic height is computed by dividing the NAVD 88
 DV1294.geopotential number by the normal gravity value computed on the
 DV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1294.degrees latitude (g = 980.6199 gals.).
 DV1294
 DV1294.The modeled gravity was interpolated from observed gravity values.
 DV1294
 DV1294;                    North         East    Units  Estimated Accuracy
 DV1294;SPC AZ C     -   287,910.      195,210.      MT  (+/- 180 meters Scaled)
 DV1294
 DV1294                          SUPERSEDED SURVEY CONTROL
 DV1294
 DV1294.No superseded survey control is available for this station.
 DV1294
 DV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968179(NAD 83)
 DV1294_MARKER: DB = BENCH MARK DISK
 DV1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1294_SP_SET: CONCRETE BRIDGE
 DV1294_STAMPING: 1277.22
 DV1294_MARK LOGO: AZDT  
 DV1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1294
 DV1294  HISTORY     - Date     Condition        Report By
 DV1294  HISTORY     - 1965     MONUMENTED       AZDT
 DV1294  HISTORY     - 1981     GOOD             AZDT
 DV1294
 DV1294                          STATION DESCRIPTION
 DV1294
 DV1294'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1294'PHOENIX.
 DV1294'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1294'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO CACTUS ROAD AND THE MARK
 DV1294'ON THE NORTH END OF THE WEST CURB OF THE NORTHBOUND OVERPASS BRIDGE.
 DV1294'164.0 FT (49.9 METERS) SOUTH OF MILEPOST 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0749 ***********************************************************************
 DU0749  DESIGNATION -  1277.37
 DU0749  PID         -  DU0749
 DU0749  STATE/COUNTY-  AZ/PINAL
 DU0749  USGS QUAD   -  GILA BUTTE (1981)
 DU0749
 DU0749                         *CURRENT SURVEY CONTROL
 DU0749  ___________________________________________________________________
 DU0749* NAD 83(1986)-  33 07 56.     (N)    111 45 02.     (W)     SCALED    
 DU0749* NAVD 88     -       389.60   (+/-2cm)    1278.2    (feet)  VERTCON   
 DU0749  ___________________________________________________________________
 DU0749  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0749
 DU0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0749
 DU0749.The horizontal coordinates were scaled from a topographic map and have
 DU0749.an estimated accuracy of +/- 6 seconds.
 DU0749
 DU0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0749.The vertical order pertains to the NGVD 29 superseded value.
 DU0749
 DU0749.The geoid height was determined by GEOID03.
 DU0749
 DU0749;                    North         East    Units  Estimated Accuracy
 DU0749;SPC AZ C     -   236,430.      228,860.      MT  (+/- 180 meters Scaled)
 DU0749
 DU0749                          SUPERSEDED SURVEY CONTROL
 DU0749
 DU0749  NGVD 29 (??/??/92)  389.117  (m)         1276.63   (f) ADJ UNCH    2 0
 DU0749
 DU0749.Superseded values are not recommended for survey control.
 DU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0749.See file dsdata.txt to determine how the superseded data were derived.
 DU0749
 DU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB299661(NAD 83)
 DU0749_MARKER: DD = SURVEY DISK
 DU0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0749_SP_SET: BRIDGE
 DU0749_STAMPING: 1277.37 0+29.3 32
 DU0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0749
 DU0749  HISTORY     - Date     Condition        Report By
 DU0749  HISTORY     - UNK      MONUMENTED       AZHD
 DU0749  HISTORY     - 1948     GOOD             NGS
 DU0749  HISTORY     - 1959     GOOD             NGS
 DU0749  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0749
 DU0749                          STATION DESCRIPTION
 DU0749
 DU0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0749'4.7 MI N FROM OLDBERG.
 DU0749'4.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0749'0.1 MILE WEST OF THE RAILROAD, 52.6 FEET NORTH OF THE CENTER LINE OF
 DU0749'THE ROAD TO DOCK, 17.0 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87,
 DU0749'1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER
 DU0749'OF THE EAST CONCRETE HEADWALL OF BRIDGE OVER A LARGE WASH.
 DU0749
 DU0749                          STATION RECOVERY (1959)
 DU0749
 DU0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0749'RECOVERED IN GOOD CONDITION.
 DU0749
 DU0749                          STATION RECOVERY (2006)
 DU0749
 DU0749'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0749'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0748 ***********************************************************************
 DU0748  DESIGNATION -  1278.33
 DU0748  PID         -  DU0748
 DU0748  STATE/COUNTY-  AZ/PINAL
 DU0748  USGS QUAD   -  GILA BUTTE (1981)
 DU0748
 DU0748                         *CURRENT SURVEY CONTROL
 DU0748  ___________________________________________________________________
 DU0748* NAD 83(1986)-  33 08 12.     (N)    111 45 12.     (W)     SCALED    
 DU0748* NAVD 88     -       389.90   (+/-2cm)    1279.2    (feet)  VERTCON   
 DU0748  ___________________________________________________________________
 DU0748  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0748
 DU0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0748
 DU0748.The horizontal coordinates were scaled from a topographic map and have
 DU0748.an estimated accuracy of +/- 6 seconds.
 DU0748
 DU0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0748.The vertical order pertains to the NGVD 29 superseded value.
 DU0748
 DU0748.The geoid height was determined by GEOID03.
 DU0748
 DU0748;                    North         East    Units  Estimated Accuracy
 DU0748;SPC AZ C     -   236,920.      228,600.      MT  (+/- 180 meters Scaled)
 DU0748
 DU0748                          SUPERSEDED SURVEY CONTROL
 DU0748
 DU0748  NGVD 29 (??/??/92)  389.411  (m)         1277.59   (f) ADJ UNCH    2 0
 DU0748
 DU0748.Superseded values are not recommended for survey control.
 DU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0748.See file dsdata.txt to determine how the superseded data were derived.
 DU0748
 DU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB297666(NAD 83)
 DU0748_MARKER: DD = SURVEY DISK
 DU0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0748_SP_SET: BRIDGE
 DU0748_STAMPING: 1278.33 15+375.5 32
 DU0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0748
 DU0748  HISTORY     - Date     Condition        Report By
 DU0748  HISTORY     - UNK      MONUMENTED       AZHD
 DU0748  HISTORY     - 1948     GOOD             NGS
 DU0748  HISTORY     - 1959     GOOD             NGS
 DU0748  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0748
 DU0748                          STATION DESCRIPTION
 DU0748
 DU0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0748'5.0 MI N FROM OLDBERG.
 DU0748'5.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0748'16.0 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87, SET IN THE TOP
 DU0748'AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE
 DU0748'HIGHWAY OVER A WIDE WASH.
 DU0748
 DU0748                          STATION RECOVERY (1959)
 DU0748
 DU0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0748'RECOVERED IN GOOD CONDITION.
 DU0748
 DU0748                          STATION RECOVERY (2006)
 DU0748
 DU0748'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0748'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1046 ***********************************************************************
 DA1046  DESIGNATION -  1279+60=330.65
 DA1046  PID         -  DA1046
 DA1046  STATE/COUNTY-  AZ/YUMA
 DA1046  USGS QUAD   -  TACNA (1982)
 DA1046
 DA1046                         *CURRENT SURVEY CONTROL
 DA1046  ___________________________________________________________________
 DA1046* NAD 83(1986)-  32 42 15.     (N)    113 54 24.     (W)     SCALED    
 DA1046* NAVD 88     -       101.332  (meters)     332.45   (feet)  ADJUSTED  
 DA1046  ___________________________________________________________________
 DA1046  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1046  DYNAMIC HT  -         101.214 (meters)     332.07  (feet)  COMP
 DA1046  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DA1046
 DA1046  VERT ORDER  -  FIRST     CLASS II
 DA1046
 DA1046.The horizontal coordinates were scaled from a topographic map and have
 DA1046.an estimated accuracy of +/- 6 seconds.
 DA1046
 DA1046.The orthometric height was determined by differential leveling
 DA1046.and adjusted by the National Geodetic Survey in June 1991..
 DA1046
 DA1046.The geoid height was determined by GEOID03.
 DA1046
 DA1046.The dynamic height is computed by dividing the NAVD 88
 DA1046.geopotential number by the normal gravity value computed on the
 DA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1046.degrees latitude (g = 980.6199 gals.).
 DA1046
 DA1046.The modeled gravity was interpolated from observed gravity values.
 DA1046
 DA1046;                    North         East    Units  Estimated Accuracy
 DA1046;SPC AZ W     -   188,960.      198,670.      MT  (+/- 180 meters Scaled)
 DA1046
 DA1046                          SUPERSEDED SURVEY CONTROL
 DA1046
 DA1046.No superseded survey control is available for this station.
 DA1046
 DA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB275222(NAD 83)
 DA1046_MARKER: DD = SURVEY DISK
 DA1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1046_SP_SET: BRIDGE
 DA1046_STAMPING: 330.65 1279+60 1279+82.5 1941
 DA1046_MARK LOGO: AZHD  
 DA1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1046
 DA1046  HISTORY     - Date     Condition        Report By
 DA1046  HISTORY     - 1941     MONUMENTED       AZHD
 DA1046  HISTORY     - 1952     GOOD             NGS
 DA1046  HISTORY     - 1981     GOOD             NGS
 DA1046  HISTORY     - 1981     GOOD             NGS
 DA1046
 DA1046                          STATION DESCRIPTION
 DA1046
 DA1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1046'9.1 MI W FROM MOHAWK.
 DA1046'9.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1046'STATION AT MOHAWK, IN THE SOUTH RAIL OF A HIGHWAY BRIDGE OVER A WASH,
 DA1046'0.1 MILE WEST OF THE SECTION HOUSES AT COLFRED, 210 FEET NORTH OF
 DA1046'RAILROAD BRIDGE NO. 783.66, 17.3 FEET SOUTH OF THE CENTER LINE OF THE
 DA1046'HIGHWAY, AND 0.8 FOOT ABOVE THE HIGHWAY.
 DA1046
 DA1046                          STATION RECOVERY (1981)
 DA1046
 DA1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1046'4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1046'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1046'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1046'HIGHWAY, 3.4 M (11.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1046'HEADWALL, 3.6 M (11.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1046'HEADWALL.
 DA1046'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1046
 DA1046                          STATION RECOVERY (1981)
 DA1046
 DA1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1046'4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1046'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1046'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1046'HIGHWAY, 3.4 M (11.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1046'HEADWALL, 3.6 M (11.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1046'HEADWALL.
 DA1046'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0697 ***********************************************************************
 GP0697  DESIGNATION -  128 DOR
 GP0697  PID         -  GP0697
 GP0697  STATE/COUNTY-  AZ/NAVAJO
 GP0697  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0697
 GP0697                         *CURRENT SURVEY CONTROL
 GP0697  ___________________________________________________________________
 GP0697* NAD 83(1986)-  36 43 28.     (N)    110 36 34.     (W)     SCALED    
 GP0697* NAVD 88     -      2081.979  (meters)    6830.63   (feet)  ADJUSTED  
 GP0697  ___________________________________________________________________
 GP0697  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GP0697  DYNAMIC HT  -        2079.323 (meters)    6821.91  (feet)  COMP
 GP0697  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 GP0697
 GP0697  VERT ORDER  -  SECOND    CLASS 0
 GP0697
 GP0697.The horizontal coordinates were scaled from a topographic map and have
 GP0697.an estimated accuracy of +/- 6 seconds.
 GP0697
 GP0697.The orthometric height was determined by differential leveling
 GP0697.and adjusted by the National Geodetic Survey in June 1991..
 GP0697
 GP0697.The geoid height was determined by GEOID03.
 GP0697
 GP0697.The dynamic height is computed by dividing the NAVD 88
 GP0697.geopotential number by the normal gravity value computed on the
 GP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0697.degrees latitude (g = 980.6199 gals.).
 GP0697
 GP0697.The modeled gravity was interpolated from observed gravity values.
 GP0697
 GP0697;                    North         East    Units  Estimated Accuracy
 GP0697;SPC AZ E     -   634,990.      173,810.      MT  (+/- 180 meters Scaled)
 GP0697
 GP0697                          SUPERSEDED SURVEY CONTROL
 GP0697
 GP0697.No superseded survey control is available for this station.
 GP0697
 GP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF348643(NAD 83)
 GP0697_MARKER: DB = BENCH MARK DISK
 GP0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0697_SP_SET: COPPER-CLAD STEEL ROD
 GP0697_STAMPING: 128 DOR 1969 6827
 GP0697_MARK LOGO: USGS  
 GP0697_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0697+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0697
 GP0697  HISTORY     - Date     Condition        Report By
 GP0697  HISTORY     - 1969     MONUMENTED       USGS
 GP0697
 GP0697                          STATION DESCRIPTION
 GP0697
 GP0697'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0697'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0697'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0697'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0697'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 7.1 MILES NORTHWEST
 GP0697'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 0.1 MILE SOUTHEAST
 GP0697'OF A T-ROAD NORTHEAST, 100 FEET SOUTHEAST OF A Y-ROAD JUNCTION
 GP0697'SOUTHEAST, 30 FEET SOUTHWEST OF THE ROAD SOUTHEAST, 22 FEET EAST OF
 GP0697'THE ROAD, 2 FEET WEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0697'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0257 ***********************************************************************
 DV0257  DESIGNATION -  1282
 DV0257  PID         -  DV0257
 DV0257  STATE/COUNTY-  AZ/MARICOPA
 DV0257  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0257
 DV0257                         *CURRENT SURVEY CONTROL
 DV0257  ___________________________________________________________________
 DV0257* NAD 83(1986)-  33 40 01.     (N)    112 23 08.     (W)     SCALED    
 DV0257* NAVD 88     -       391.31   (+/-2cm)    1283.8    (feet)  VERTCON   
 DV0257  ___________________________________________________________________
 DV0257  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0257
 DV0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0257
 DV0257.The horizontal coordinates were scaled from a topographic map and have
 DV0257.an estimated accuracy of +/- 6 seconds.
 DV0257
 DV0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0257.The vertical order pertains to the NGVD 29 superseded value.
 DV0257
 DV0257.The geoid height was determined by GEOID03.
 DV0257
 DV0257;                    North         East    Units  Estimated Accuracy
 DV0257;SPC AZ C     -   295,810.      169,880.      MT  (+/- 180 meters Scaled)
 DV0257
 DV0257                          SUPERSEDED SURVEY CONTROL
 DV0257
 DV0257  NGVD 29 (??/??/92)  390.747  (m)         1281.98   (f) ADJ UNCH    2 0
 DV0257
 DV0257.Superseded values are not recommended for survey control.
 DV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0257.See file dsdata.txt to determine how the superseded data were derived.
 DV0257
 DV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC715260(NAD 83)
 DV0257_MARKER: P = PIPE CAP
 DV0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0257
 DV0257  HISTORY     - Date     Condition        Report By
 DV0257  HISTORY     - UNK      MONUMENTED       USGS
 DV0257  HISTORY     - 1933     GOOD             NGS
 DV0257  HISTORY     - 1939     GOOD             NGS
 DV0257
 DV0257                          STATION DESCRIPTION
 DV0257
 DV0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0257'IN BEARDSLEY.
 DV0257'IRON POST, AT FRONT GATE TO SECTION HOUSE YARD, 60 FEET NORTHEAST OF
 DV0257'A. T. AND S. F. RY. CENTER-LINE.
 DV0257
 DV0257                          STATION RECOVERY (1939)
 DV0257
 DV0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0313 ***********************************************************************
 DV0313  DESIGNATION -  1283
 DV0313  PID         -  DV0313
 DV0313  STATE/COUNTY-  AZ/PINAL
 DV0313  USGS QUAD   -  ENID (1978)
 DV0313
 DV0313                         *CURRENT SURVEY CONTROL
 DV0313  ___________________________________________________________________
 DV0313* NAD 83(1986)-  33 04 18.     (N)    112 12 00.     (W)     SCALED    
 DV0313* NAVD 88     -       391.775  (meters)    1285.35   (feet)  ADJUSTED  
 DV0313  ___________________________________________________________________
 DV0313  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0313  DYNAMIC HT  -         391.307 (meters)    1283.81  (feet)  COMP
 DV0313  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 DV0313  OBS GRAVITY -     979,430.9   (mgal)                       GRAV_OBS
 DV0313
 DV0313  VERT ORDER  -  FIRST     CLASS II
 DV0313
 DV0313.The horizontal coordinates were scaled from a topographic map and have
 DV0313.an estimated accuracy of +/- 6 seconds.
 DV0313
 DV0313.The orthometric height was determined by differential leveling
 DV0313.and adjusted by the National Geodetic Survey in June 1991..
 DV0313
 DV0313.The geoid height was determined by GEOID03.
 DV0313
 DV0313.The dynamic height is computed by dividing the NAVD 88
 DV0313.geopotential number by the normal gravity value computed on the
 DV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0313.degrees latitude (g = 980.6199 gals.).
 DV0313
 DV0313.The modeled gravity was interpolated from observed gravity values.
 DV0313.The observed gravity was obtained from relative gravimeter ties
 DV0313.to the IGSN71 gravity network.
 DV0313
 DV0313;                    North         East    Units  Estimated Accuracy
 DV0313;SPC AZ C     -   229,740.      186,910.      MT  (+/- 180 meters Scaled)
 DV0313
 DV0313                          SUPERSEDED SURVEY CONTROL
 DV0313
 DV0313  NGVD 29 (??/??/92)  391.185  (m)         1283.41   (f) ADJ UNCH    1 2
 DV0313
 DV0313.Superseded values are not recommended for survey control.
 DV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0313.See file dsdata.txt to determine how the superseded data were derived.
 DV0313
 DV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB879598(NAD 83)
 DV0313_MARKER: P = PIPE CAP
 DV0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0313_STAMPING: 1283
 DV0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0313
 DV0313  HISTORY     - Date     Condition        Report By
 DV0313  HISTORY     - UNK      MONUMENTED       USGS
 DV0313  HISTORY     - 1967     GOOD             NGS
 DV0313  HISTORY     - 1980     GOOD             NGS
 DV0313  HISTORY     - 1980     GOOD             NGS
 DV0313
 DV0313                          STATION DESCRIPTION
 DV0313
 DV0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0313'4.3 MI E FROM MOBILE.
 DV0313'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0313'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 18, T 4 S, R 2 E, 0.4 MILE
 DV0313'WEST OF MILEPOST 889, 0.15 MILE EAST OF THE MARICOPA-PINAL COUNTY
 DV0313'LINE, 221 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 52 FEET
 DV0313'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 23 FEET SOUTHWEST OF A
 DV0313'14-INCH CEDAR TREE, 15 FEET NORTHWEST OF TELEPHONE POLE 6-F, 1 1/2
 DV0313'FEET EAST OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 DV0313'THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3 1/2-INCH
 DV0313'IRON PIPE PROJECTING 14 INCHES.
 DV0313
 DV0313                          STATION RECOVERY (1980)
 DV0313
 DV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0313'RECOVERED IN GOOD CONDITION.
 DV0313
 DV0313                          STATION RECOVERY (1980)
 DV0313
 DV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1165 ***********************************************************************
 DV1165  DESIGNATION -  1284.83
 DV1165  PID         -  DV1165
 DV1165  STATE/COUNTY-  AZ/LA PAZ
 DV1165  USGS QUAD   -  VICKSBURG (1990)
 DV1165
 DV1165                         *CURRENT SURVEY CONTROL
 DV1165  ___________________________________________________________________
 DV1165* NAD 83(1986)-  33 43 08.     (N)    113 45 31.     (W)     SCALED    
 DV1165* NAVD 88     -       392.51   (+/-2cm)    1287.8    (feet)  VERTCON   
 DV1165  ___________________________________________________________________
 DV1165  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1165
 DV1165  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1165
 DV1165.The horizontal coordinates were scaled from a topographic map and have
 DV1165.an estimated accuracy of +/- 6 seconds.
 DV1165
 DV1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1165.The vertical order pertains to the NGVD 29 superseded value.
 DV1165
 DV1165.The geoid height was determined by GEOID03.
 DV1165
 DV1165;                    North         East    Units  Estimated Accuracy
 DV1165;SPC AZ W     -   301,490.      212,560.      MT  (+/- 180 meters Scaled)
 DV1165
 DV1165                          SUPERSEDED SURVEY CONTROL
 DV1165
 DV1165  NGVD 29 (??/??/92)  391.834  (m)         1285.54   (f) ADJ UNCH    1 2
 DV1165
 DV1165.Superseded values are not recommended for survey control.
 DV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1165.See file dsdata.txt to determine how the superseded data were derived.
 DV1165
 DV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC443344(NAD 83)
 DV1165_MARKER: DD = SURVEY DISK
 DV1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1165_SP_SET: BRIDGE
 DV1165_STAMPING: 1284.83 2492+01.67
 DV1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1165
 DV1165  HISTORY     - Date     Condition        Report By
 DV1165  HISTORY     - UNK      MONUMENTED       AZHD
 DV1165  HISTORY     - 1934     GOOD             NGS
 DV1165  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1165
 DV1165                          STATION DESCRIPTION
 DV1165
 DV1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1165'10.0 MI W FROM SALOME.
 DV1165'9.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 3.1 MILES WEST OF
 DV1165'HOPE, AT STATION 2492+01.67, AT A CONCRETE BRIDGE, AND IN THE CENTER
 DV1165'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DV1165'STANDARD DISK, STAMPED 1284.83 2492+01.67.
 DV1165
 DV1165                          STATION RECOVERY (1981)
 DV1165
 DV1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1165'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1165'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0295 ***********************************************************************
 FS0295  DESIGNATION -  1284+90
 FS0295  PID         -  FS0295
 FS0295  STATE/COUNTY-  AZ/MOHAVE
 FS0295  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0295
 FS0295                         *CURRENT SURVEY CONTROL
 FS0295  ___________________________________________________________________
 FS0295* NAD 83(1986)-  35 40 22.     (N)    114 27 37.     (W)     SCALED    
 FS0295* NAVD 88     -       764.656  (meters)    2508.71   (feet)  POSTED    
 FS0295  ___________________________________________________________________
 FS0295  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0295  DYNAMIC HT  -         763.820 (meters)    2505.97  (feet)  COMP
 FS0295  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 FS0295
 FS0295  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0295
 FS0295.The horizontal coordinates were scaled from a topographic map and have
 FS0295.an estimated accuracy of +/- 6 seconds.
 FS0295
 FS0295.The orthometric height was determined by differential leveling
 FS0295.and adjusted by the National Geodetic Survey in 1992..
 FS0295.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0295.rate of 2.1 thru 3.0 mm/km.
 FS0295
 FS0295.The geoid height was determined by GEOID03.
 FS0295
 FS0295.The dynamic height is computed by dividing the NAVD 88
 FS0295.geopotential number by the normal gravity value computed on the
 FS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0295.degrees latitude (g = 980.6199 gals.).
 FS0295
 FS0295.The modeled gravity was interpolated from observed gravity values.
 FS0295
 FS0295;                    North         East    Units  Estimated Accuracy
 FS0295;SPC AZ W     -   518,460.      149,060.      MT  (+/- 180 meters Scaled)
 FS0295
 FS0295                          SUPERSEDED SURVEY CONTROL
 FS0295
 FS0295  NGVD 29 (??/??/92)  763.947  (m)         2506.38   (f) ADJ UNCH    1 1
 FS0295
 FS0295.Superseded values are not recommended for survey control.
 FS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0295.See file dsdata.txt to determine how the superseded data were derived.
 FS0295
 FS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV298506(NAD 83)
 FS0295_MARKER: DD = SURVEY DISK
 FS0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0295_SP_SET: CULVERT
 FS0295_STAMPING: 1284+90 2507.69 1940
 FS0295_MARK LOGO: AZHD  
 FS0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0295
 FS0295  HISTORY     - Date     Condition        Report By
 FS0295  HISTORY     - 1940     MONUMENTED       AZHD
 FS0295  HISTORY     - 1950     GOOD             NGS
 FS0295  HISTORY     - 1982     GOOD             NGS
 FS0295
 FS0295                          STATION DESCRIPTION
 FS0295
 FS0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0295'22.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0295'22.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0295'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY
 FS0295'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0295'CENTER OF THE NORTHEAST HEAD WALL, 14.4 FEET NORTHEAST OF THE
 FS0295'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0295'HIGHWAY.
 FS0295
 FS0295                          STATION RECOVERY (1982)
 FS0295
 FS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0295'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1340 ***********************************************************************
 FS1340  DESIGNATION -  1285 10
 FS1340  PID         -  FS1340
 FS1340  STATE/COUNTY-  AZ/MOHAVE
 FS1340  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS1340
 FS1340                         *CURRENT SURVEY CONTROL
 FS1340  ___________________________________________________________________
 FS1340* NAD 83(1992)-  35 37 22.53445(N)    114 25 17.99376(W)     ADJUSTED  
 FS1340* NAVD 88     -       810.9    (meters)    2660.     (feet)  VERTCON   
 FS1340  ___________________________________________________________________
 FS1340  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FS1340  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS1340
 FS1340  HORZ ORDER  -  SECOND
 FS1340
 FS1340.The horizontal coordinates were established by classical geodetic methods
 FS1340.and adjusted by the National Geodetic Survey in August 1993..
 FS1340
 FS1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1340
 FS1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1340
 FS1340.The geoid height was determined by GEOID03.
 FS1340
 FS1340;                    North         East     Units Scale Factor Converg.
 FS1340;SPC AZ W     -   512,903.474   152,516.838   MT  0.99997893   -0 23 28.4
 FS1340;SPC AZ W     - 1,682,754.18    500,383.33   iFT  0.99997893   -0 23 28.4
 FS1340;UTM  11      - 3,945,188.132   733,505.952   MT  1.00027196   +1 30 08.7
 FS1340
 FS1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1340!SPC AZ W     -   0.99987720  x   0.99997893  =   0.99985613
 FS1340!UTM  11      -   0.99987720  x   1.00027196  =   1.00014912
 FS1340
 FS1340:                Primary Azimuth Mark                     Grid Az
 FS1340:SPC AZ W     -  DETRITAL                                 149 29 15.5
 FS1340:UTM  11      -  DETRITAL                                 147 35 38.4
 FS1340
 FS1340|---------------------------------------------------------------------|
 FS1340| PID    Reference Object                     Distance      Geod. Az  |
 FS1340|                                                           dddmmss.s |
 FS1340| FS0934 DETRITAL                            APPROX. 0.5 KM 1490547.1 |
 FS1340| FS1365 SHORT                               433.483 METERS 3283212.1 |
 FS1340|---------------------------------------------------------------------|
 FS1340
 FS1340                          SUPERSEDED SURVEY CONTROL
 FS1340
 FS1340  NAD 83(1986)-  35 37 22.53191(N)    114 25 17.98861(W) AD(       ) 2
 FS1340  NGVD 29 (11/23/90)  810.2    (m)         2658.     (f) VERT ANG       
 FS1340
 FS1340.Superseded values are not recommended for survey control.
 FS1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1340.See file dsdata.txt to determine how the superseded data were derived.
 FS1340
 FS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3350645188(NAD 83)
 FS1340_MARKER: I = METAL ROD
 FS1340_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1340_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1340
 FS1340  HISTORY     - Date     Condition        Report By
 FS1340  HISTORY     - 1973     MONUMENTED       AZDT
 FS1340  HISTORY     - 1981     GOOD             AZDT
 FS1340
 FS1340                          STATION DESCRIPTION
 FS1340
 FS1340'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1340'THE STATION IS LOCATED 35 MILES NORTHWEST OF KINGMAN AND 8 MILES
 FS1340'NORTHWEST OF DOLAN SPRINGS.  IT IS ALONG THE NORTHEAST SIDE OF US
 FS1340'HIGHWAY 93.
 FS1340'
 FS1340'THE STATION MARK IS AN OLD AHD MARKER WHICH WAS NOT DESCRIBED IN THE
 FS1340'FIELD NOTICES.
 FS1340'
 FS1340'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS1340'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS1340'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1340'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO DETRITAL WASH
 FS1340'CONTINUE NORTH ALONG US 93 FOR 0.8 MILE TO STATION DETRITAL ON THE
 FS1340'LEFT, CONTINUE ALONG US 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1341 ***********************************************************************
 FS1341  DESIGNATION -  1285 15
 FS1341  PID         -  FS1341
 FS1341  STATE/COUNTY-  AZ/MOHAVE
 FS1341  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1341
 FS1341                         *CURRENT SURVEY CONTROL
 FS1341  ___________________________________________________________________
 FS1341* NAD 83(1992)-  35 29 38.88930(N)    114 19 40.08904(W)     ADJUSTED  
 FS1341* NAVD 88     -       954.     (meters)    3130.     (feet)  VERTCON   
 FS1341  ___________________________________________________________________
 FS1341  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 FS1341  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS1341
 FS1341  HORZ ORDER  -  SECOND
 FS1341
 FS1341.The horizontal coordinates were established by classical geodetic methods
 FS1341.and adjusted by the National Geodetic Survey in August 1993..
 FS1341
 FS1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1341
 FS1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1341
 FS1341.The geoid height was determined by GEOID03.
 FS1341
 FS1341;                    North         East     Units Scale Factor Converg.
 FS1341;SPC AZ W     -   498,560.794   160,935.723   MT  0.99996719   -0 20 07.8
 FS1341;SPC AZ W     - 1,635,698.14    528,004.34   iFT  0.99996719   -0 20 07.8
 FS1341;UTM  11      - 3,931,126.458   742,396.352   MT  1.00032412   +1 33 08.2
 FS1341
 FS1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1341!SPC AZ W     -   0.99985476  x   0.99996719  =   0.99982195
 FS1341!UTM  11      -   0.99985476  x   1.00032412  =   1.00017883
 FS1341
 FS1341:                Primary Azimuth Mark                     Grid Az
 FS1341:SPC AZ W     -  DONELLI                                  328 58 50.5
 FS1341:UTM  11      -  DONELLI                                  327 05 34.5
 FS1341
 FS1341|---------------------------------------------------------------------|
 FS1341| PID    Reference Object                     Distance      Geod. Az  |
 FS1341|                                                           dddmmss.s |
 FS1341| FS0357 DONELLI                             APPROX. 1.4 KM 3283842.7 |
 FS1341|---------------------------------------------------------------------|
 FS1341
 FS1341                          SUPERSEDED SURVEY CONTROL
 FS1341
 FS1341  NAD 83(1986)-  35 29 38.88713(N)    114 19 40.08340(W) AD(       ) 2
 FS1341  NGVD 29 (11/23/90)  953.     (m)         3127.     (f) VERT ANG       
 FS1341
 FS1341.Superseded values are not recommended for survey control.
 FS1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1341.See file dsdata.txt to determine how the superseded data were derived.
 FS1341
 FS1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4239631126(NAD 83)
 FS1341_MARKER: I = METAL ROD
 FS1341_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1341_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1341
 FS1341  HISTORY     - Date     Condition        Report By
 FS1341  HISTORY     - 1973     MONUMENTED       AZDT
 FS1341  HISTORY     - 1981     GOOD             AZDT
 FS1341
 FS1341                          STATION DESCRIPTION
 FS1341
 FS1341'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1341'THE STATION IS LOCATED 25 MILES NORTHWEST OF KINGMAN, 9 MILES
 FS1341'NORTHWEST OF CHLORIDE ALONG US HIGHWAY 93.
 FS1341'
 FS1341'THE STATION MARK IS AN AHD DISK STAMPED---1285-15 1973.  IT IS SET
 FS1341'ALONG THE EAST SIDE OF THE HIGHWAY AT MILEPOST 45.
 FS1341'
 FS1341'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1341'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS1341'WEST ALONG 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1341'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 18.35 MILES TO GRASSHOPPER
 FS1341'JUNCTION, CONTINUE NORTH ALONG US 93 FOR 7.85 MILES TO COTTONWOOD ROAD
 FS1341'ON THE LEFT AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1342 ***********************************************************************
 FS1342  DESIGNATION -  1285 23
 FS1342  PID         -  FS1342
 FS1342  STATE/COUNTY-  AZ/MOHAVE
 FS1342  USGS QUAD   -  CERBAT (1968)
 FS1342
 FS1342                         *CURRENT SURVEY CONTROL
 FS1342  ___________________________________________________________________
 FS1342* NAD 83(1992)-  35 18 44.99770(N)    114 11 53.63643(W)     ADJUSTED  
 FS1342* NAVD 88     -      1019.5    (meters)    3345.     (feet)  VERTCON   
 FS1342  ___________________________________________________________________
 FS1342  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 FS1342  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS1342
 FS1342  HORZ ORDER  -  SECOND
 FS1342
 FS1342.The horizontal coordinates were established by classical geodetic methods
 FS1342.and adjusted by the National Geodetic Survey in August 1993..
 FS1342
 FS1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1342
 FS1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1342
 FS1342.The geoid height was determined by GEOID03.
 FS1342
 FS1342;                    North         East     Units Scale Factor Converg.
 FS1342;SPC AZ W     -   478,348.606   172,600.442   MT  0.99995380   -0 15 32.8
 FS1342;SPC AZ W     - 1,569,385.19    566,274.42   iFT  0.99995380   -0 15 32.8
 FS1342;UTM  11      - 3,911,300.653   754,724.084   MT  1.00039969   +1 37 13.4
 FS1342
 FS1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1342!SPC AZ W     -   0.99984447  x   0.99995380  =   0.99979828
 FS1342!UTM  11      -   0.99984447  x   1.00039969  =   1.00024410
 FS1342
 FS1342:                Primary Azimuth Mark                     Grid Az
 FS1342:SPC AZ W     -  CHARCOAL                                 150 26 03.0
 FS1342:UTM  11      -  CHARCOAL                                 148 33 16.8
 FS1342
 FS1342|---------------------------------------------------------------------|
 FS1342| PID    Reference Object                     Distance      Geod. Az  |
 FS1342|                                                           dddmmss.s |
 FS1342| FS1347 CHARCOAL                            APPROX. 3.1 KM 1501030.2 |
 FS1342|---------------------------------------------------------------------|
 FS1342
 FS1342                          SUPERSEDED SURVEY CONTROL
 FS1342
 FS1342  NAD 83(1986)-  35 18 44.99770(N)    114 11 53.63628(W) AD(       ) 2
 FS1342  NGVD 29 (11/23/90) 1018.8    (m)         3343.     (f) VERT ANG       
 FS1342
 FS1342.Superseded values are not recommended for survey control.
 FS1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1342.See file dsdata.txt to determine how the superseded data were derived.
 FS1342
 FS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5472411301(NAD 83)
 FS1342_MARKER: DS = TRIANGULATION STATION DISK
 FS1342_SETTING: 66 = SET IN ROCK OUTCROP
 FS1342_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1342+STABILITY: POSITION/ELEVATION WELL
 FS1342
 FS1342  HISTORY     - Date     Condition        Report By
 FS1342  HISTORY     - 1973     MONUMENTED       AZDT
 FS1342  HISTORY     - 1981     GOOD             AZDT
 FS1342
 FS1342                          STATION DESCRIPTION
 FS1342
 FS1342'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1342'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK IS
 FS1342'LOCATED 11.5  MILES NORTHWEST OF KINGMAN, 7 MILES SOUTHWEST OF
 FS1342'CHLORIDE AND ALONG U.S. HIGHWAY 93.
 FS1342'
 FS1342'THE STATION MARK IS AN ARIZONA HIGHWAY DEPT DISK STAMPED---1285-23
 FS1342'1973 IS SET IN A DRILL HOLE IN A BOULDER.  THE MARK IS 72 FEET
 FS1342'NORTHEAST OF THE HIGHWAY, 28 FEET WEST OF THE EAST RIGHT OF WAY FENCE
 FS1342'AND 42 FEET SOUTHWEST OF A TELEPHONE POLE.
 FS1342'
 FS1342'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1342'MILE ALONG STOCKTON HILL ROAD TO U.S. HIGHWAY 66.  TURN RIGHT ALONG
 FS1342'U.S. 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND I 40 TRAFFIC
 FS1342'INTERCHANGE.  TRAVEL NORTH ALONG U.S. 93 FOR 3.85 MILES TO THE
 FS1342'INSPECTION STATION, CONTINUE NORTH ON U.S. 93 FOR 2.55 MILES TO A
 FS1342'BRIDGE, CONTINUE AHEAD FOR 5.25 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1343 ***********************************************************************
 FS1343  DESIGNATION -  1285 28
 FS1343  PID         -  FS1343
 FS1343  STATE/COUNTY-  AZ/MOHAVE
 FS1343  USGS QUAD   -  KINGMAN (1980)
 FS1343
 FS1343                         *CURRENT SURVEY CONTROL
 FS1343  ___________________________________________________________________
 FS1343* NAD 83(1992)-  35 12 31.38341(N)    114 06 13.12230(W)     ADJUSTED  
 FS1343* NAVD 88     -      1152.10   (+/-2cm)    3779.8    (feet)  VERTCON   
 FS1343  ___________________________________________________________________
 FS1343  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 FS1343  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1343
 FS1343  HORZ ORDER  -  SECOND
 FS1343  VERT ORDER  -  THIRD ? (See Below)
 FS1343
 FS1343.The horizontal coordinates were established by classical geodetic methods
 FS1343.and adjusted by the National Geodetic Survey in August 1993..
 FS1343
 FS1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1343.The vertical order pertains to the NGVD 29 superseded value.
 FS1343
 FS1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1343
 FS1343.The geoid height was determined by GEOID03.
 FS1343
 FS1343;                    North         East     Units Scale Factor Converg.
 FS1343;SPC AZ W     -   466,800.405   181,160.656   MT  0.99994611   -0 12 14.0
 FS1343;SPC AZ W     - 1,531,497.39    594,359.11   iFT  0.99994611   -0 12 14.0
 FS1343;UTM  11      - 3,900,033.663   763,662.253   MT  1.00045683   +1 40 15.2
 FS1343
 FS1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1343!SPC AZ W     -   0.99982367  x   0.99994611  =   0.99976979
 FS1343!UTM  11      -   0.99982367  x   1.00045683  =   1.00028042
 FS1343
 FS1343                          SUPERSEDED SURVEY CONTROL
 FS1343
 FS1343  NAD 83(1986)-  35 12 31.38415(N)    114 06 13.12137(W) AD(       ) 2
 FS1343  NGVD 29 (11/23/90) 1151.30   (m)         3777.2    (f) LEVELING    3  
 FS1343
 FS1343.Superseded values are not recommended for survey control.
 FS1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1343.See file dsdata.txt to determine how the superseded data were derived.
 FS1343
 FS1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6366200034(NAD 83)
 FS1343_MARKER: I = METAL ROD
 FS1343_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1343_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1343
 FS1343  HISTORY     - Date     Condition        Report By
 FS1343  HISTORY     - 1973     MONUMENTED       AZDT
 FS1343  HISTORY     - 1981     GOOD             AZDT
 FS1343
 FS1343                          STATION DESCRIPTION
 FS1343
 FS1343'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1343'THE STATION IS LOCATED 2.5  MILES NORTHWEST OF KINGMAN ALONG US
 FS1343'HIGHWAY 93 AT THE HIGHEST POINT BETWEE KINGMAN AND CHOLORIDE ROAD.
 FS1343'
 FS1343'THE STATION MARK IS A 5/8 INCH IRON PIPE WHICH WAS USED BY THE ARIZONA
 FS1343'HIGHWAY DEPARTMENT IN 1973.  IT IS ABOUT 92 FEET NORTHEAST OF STATION
 FS1343'COYOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1344 ***********************************************************************
 FS1344  DESIGNATION -  1285 5
 FS1344  PID         -  FS1344
 FS1344  STATE/COUNTY-  AZ/MOHAVE
 FS1344  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1344
 FS1344                         *CURRENT SURVEY CONTROL
 FS1344  ___________________________________________________________________
 FS1344* NAD 83(1992)-  35 48 17.65835(N)    114 32 22.54574(W)     ADJUSTED  
 FS1344* NAVD 88     -       712.74   (+/-2cm)    2338.4    (feet)  VERTCON   
 FS1344  ___________________________________________________________________
 FS1344  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS1344  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS1344
 FS1344  HORZ ORDER  -  SECOND
 FS1344  VERT ORDER  -  THIRD ? (See Below)
 FS1344
 FS1344.The horizontal coordinates were established by classical geodetic methods
 FS1344.and adjusted by the National Geodetic Survey in August 1993..
 FS1344
 FS1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1344.The vertical order pertains to the NGVD 29 superseded value.
 FS1344
 FS1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1344
 FS1344.The geoid height was determined by GEOID03.
 FS1344
 FS1344;                    North         East     Units Scale Factor Converg.
 FS1344;SPC AZ W     -   533,173.324   141,996.211   MT  0.99999607   -0 27 43.0
 FS1344;SPC AZ W     - 1,749,256.31    465,866.83   iFT  0.99999607   -0 27 43.0
 FS1344;UTM  11      - 3,965,103.492   722,316.993   MT  1.00020907   +1 26 24.0
 FS1344
 FS1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1344!SPC AZ W     -   0.99989258  x   0.99999607  =   0.99988865
 FS1344!UTM  11      -   0.99989258  x   1.00020907  =   1.00010163
 FS1344
 FS1344                          SUPERSEDED SURVEY CONTROL
 FS1344
 FS1344  NAD 83(1986)-  35 48 17.64911(N)    114 32 22.53632(W) AD(       ) 2
 FS1344  NGVD 29 (11/23/90)  712.01   (m)         2336.0    (f) LEVELING    3  
 FS1344
 FS1344.Superseded values are not recommended for survey control.
 FS1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1344.See file dsdata.txt to determine how the superseded data were derived.
 FS1344
 FS1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231765103(NAD 83)
 FS1344_MARKER: I = METAL ROD
 FS1344_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1344_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1344
 FS1344  HISTORY     - Date     Condition        Report By
 FS1344  HISTORY     - 1973     MONUMENTED       AZDT
 FS1344  HISTORY     - 1981     GOOD             AZDT
 FS1344
 FS1344                          STATION DESCRIPTION
 FS1344
 FS1344'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1973 (TT)
 FS1344'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1344'MILE ALONG STOCKTON ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US 66 FOR
 FS1344'2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1344'NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL WASH,
 FS1344'CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN EXXON SERVICE STATION
 FS1344'ON THE RIGHT, CONTINUE NORTH FOR 6.25 MILES TO THE STATION ON LEFT
 FS1344'ABOVE A LOW HIGHWAY CUT.
 FS1344
 FS1344                          STATION RECOVERY (1981)
 FS1344
 FS1344'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1344'THE MARK IS A LENGTH OF REBAR DRIVEN INTO THE GROUND WHICH WAS USED IN
 FS1344'A 1973 SURVEY BY ARIZONA HIGHWAY DEPARTMENT.  IT IS CONNECTED TO THIS
 FS1344'TRAVERSE FOR HISTORICAL PURPOSES.
 FS1344'
 FS1344'TO RECOVER THIS MARK USE DESCRIPTIVE DATA TO STATION BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1469 ***********************************************************************
 DU1469  DESIGNATION -  1288
 DU1469  PID         -  DU1469
 DU1469  STATE/COUNTY-  AZ/PINAL
 DU1469  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1469
 DU1469                         *CURRENT SURVEY CONTROL
 DU1469  ___________________________________________________________________
 DU1469* NAD 83(1986)-  33 23 12.     (N)    111 32 44.     (W)     SCALED    
 DU1469* NAVD 88     -       501.476  (meters)    1645.26   (feet)  ADJUSTED  
 DU1469  ___________________________________________________________________
 DU1469  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1469  DYNAMIC HT  -         500.867 (meters)    1643.26  (feet)  COMP
 DU1469  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 DU1469
 DU1469  VERT ORDER  -  FIRST     CLASS I
 DU1469
 DU1469.The horizontal coordinates were scaled from a topographic map and have
 DU1469.an estimated accuracy of +/- 6 seconds.
 DU1469
 DU1469.The orthometric height was determined by differential leveling
 DU1469.and adjusted by the National Geodetic Survey in November 1993..
 DU1469
 DU1469.The geoid height was determined by GEOID03.
 DU1469
 DU1469.The dynamic height is computed by dividing the NAVD 88
 DU1469.geopotential number by the normal gravity value computed on the
 DU1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1469.degrees latitude (g = 980.6199 gals.).
 DU1469
 DU1469.The modeled gravity was interpolated from observed gravity values.
 DU1469
 DU1469;                    North         East    Units  Estimated Accuracy
 DU1469;SPC AZ C     -   264,690.      247,890.      MT  (+/- 180 meters Scaled)
 DU1469
 DU1469                          SUPERSEDED SURVEY CONTROL
 DU1469
 DU1469  NGVD 29 (??/??/92)  501.008  (m)         1643.72   (f) ADJ UNCH    1 1
 DU1469
 DU1469.Superseded values are not recommended for survey control.
 DU1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1469.See file dsdata.txt to determine how the superseded data were derived.
 DU1469
 DU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492942(NAD 83)
 DU1469_MARKER: DD = SURVEY DISK
 DU1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1469_SP_SET: CONCRETE POST
 DU1469_STAMPING: P M 1288
 DU1469_MARK LOGO: AZHD  
 DU1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1469+STABILITY: SURFACE MOTION
 DU1469
 DU1469  HISTORY     - Date     Condition        Report By
 DU1469  HISTORY     - UNK      MONUMENTED       AZDT
 DU1469  HISTORY     - 1975     GOOD             AZDT
 DU1469  HISTORY     - 1984     GOOD             AZDT
 DU1469
 DU1469                          STATION DESCRIPTION
 DU1469
 DU1469'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1469'4.9 MI SW FROM PALM SPRINGS.
 DU1469'AT THE INTERSECTION OF IDAHO ROAD WITH THE SUPERSTITION FREEWAY
 DU1469'CENTERLINE.  8 FT. WEST OF THE CENTERLINE OF A DITCH.  150 FT. NORTH
 DU1469'OF THE W1/433.  3 FT. NORTH OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1469'FREEWAY, SOUTH OF APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN.
 DU1469'SQUARE CONCRETE POST, FLUSH.
 DU1469
 DU1469                          STATION RECOVERY (1984)
 DU1469
 DU1469'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1469'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1469'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1469'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 6.44 KM.  (4.0 MI.)
 DU1469'TO THE INTERSECTION OF IDAHO ROAD WITH THE STATE ROUTE 360
 DU1469'CENTERLINE, 2.44 METERS (8.0 FT.) WEST OF THE CENTERLINE OF A DITCH,
 DU1469'45.72 METERS (150 FT.)NORTH OF THE W1/4 CORNER SECTION 33, 0.91
 DU1469'METERS (3 FT.) NORTH OF A P AND M SURVEY SIGN.  THE MARK IS AN AHD
 DU1469'BRASS CAP, SET IN AN 8 INCH SQUARE CONCRETE POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0925 ***********************************************************************
 DW0925  DESIGNATION -  1289 CAIRN
 DW0925  PID         -  DW0925
 DW0925  STATE/COUNTY-  AZ/YUMA
 DW0925  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0925
 DW0925                         *CURRENT SURVEY CONTROL
 DW0925  ___________________________________________________________________
 DW0925* NAD 83(1992)-  33 00 20.13819(N)    114 19 59.31557(W)     ADJUSTED  
 DW0925* NAVD 88     -                                                        
 DW0925  ___________________________________________________________________
 DW0925  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DW0925  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DW0925
 DW0925  HORZ ORDER  -  THIRD
 DW0925
 DW0925.The horizontal coordinates were established by classical geodetic methods
 DW0925.and adjusted by the National Geodetic Survey in August 1993..
 DW0925
 DW0925
 DW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0925
 DW0925.The geoid height was determined by GEOID03.
 DW0925
 DW0925;                    North         East     Units Scale Factor Converg.
 DW0925;SPC AZ W     -   222,530.337   158,870.079   MT  0.99996993   -0 19 03.6
 DW0925;SPC AZ W     -   730,086.41    521,227.29   iFT  0.99996993   -0 19 03.6
 DW0925;UTM  11      - 3,655,066.956   749,147.785   MT  1.00036545   +1 27 12.4
 DW0925
 DW0925                          SUPERSEDED SURVEY CONTROL
 DW0925
 DW0925  NAD 83(1986)-  33 00 20.13827(N)    114 19 59.32092(W) AD(       ) 4
 DW0925  NAD 27      -  33 00 19.99700(N)    114 19 56.51600(W) AD(       ) 3
 DW0925
 DW0925.Superseded values are not recommended for survey control.
 DW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0925.See file dsdata.txt to determine how the superseded data were derived.
 DW0925
 DW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4914855067(NAD 83)
 DW0925_MARKER: 72 = CAIRN
 DW0925
 DW0925  HISTORY     - Date     Condition        Report By
 DW0925  HISTORY     - 1949     FIRST OBSERVED   USGS
 DW0925
 DW0925                          STATION DESCRIPTION
 DW0925
 DW0925'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DW0925'STATION IS THE TOP AND CENTER OF THE CAIRN LOCATED ABOUT
 DW0925'14-1/2 MILES NORTH OF DOME AND 3 MILES WEST OF STATE HIGHWAY
 DW0925'95.  THE CAIRN IS ON THE TOP OF A SHARP PEAK WHICH IS THE HIGHEST
 DW0925'IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0418 ***********************************************************************
 CY0418  DESIGNATION -  129
 CY0418  PID         -  CY0418
 CY0418  STATE/COUNTY-  AZ/COCHISE
 CY0418  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0418
 CY0418                         *CURRENT SURVEY CONTROL
 CY0418  ___________________________________________________________________
 CY0418* NAD 83(1986)-  32 19 10.     (N)    109 46 42.     (W)     SCALED    
 CY0418* NAVD 88     -      1317.55   (+/-2cm)    4322.7    (feet)  VERTCON   
 CY0418  ___________________________________________________________________
 CY0418  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY0418
 CY0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0418
 CY0418.The horizontal coordinates were scaled from a topographic map and have
 CY0418.an estimated accuracy of +/- 6 seconds.
 CY0418
 CY0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0418.The vertical order pertains to the NGVD 29 superseded value.
 CY0418
 CY0418.The geoid height was determined by GEOID03.
 CY0418
 CY0418;                    North         East    Units  Estimated Accuracy
 CY0418;SPC AZ E     -   146,350.      249,920.      MT  (+/- 180 meters Scaled)
 CY0418
 CY0418                          SUPERSEDED SURVEY CONTROL
 CY0418
 CY0418  NGVD 29 (??/??/92) 1316.778  (m)         4320.13   (f) ADJ UNCH    1 2
 CY0418
 CY0418.Superseded values are not recommended for survey control.
 CY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0418.See file dsdata.txt to determine how the superseded data were derived.
 CY0418
 CY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA149765(NAD 83)
 CY0418_MARKER: P = PIPE CAP
 CY0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0418_STAMPING: 129 H 1907
 CY0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0418
 CY0418  HISTORY     - Date     Condition        Report By
 CY0418  HISTORY     - 1907     MONUMENTED       USGS
 CY0418  HISTORY     - 1952     GOOD             NGS
 CY0418  HISTORY     - 1960     GOOD             NGS
 CY0418  HISTORY     - 1979     POOR             NGS
 CY0418
 CY0418                          STATION DESCRIPTION
 CY0418
 CY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0418'5.6 MI NE FROM WILLCOX.
 CY0418'5.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0418'THE STATION AT WILLCOX, 0.4 MILE NORTHEAST OF MILEPOLE NUMBER 1080,
 CY0418'0.1 MILE SOUTHWEST OF BRIDGE NUMBER 1080.47, 100.0 FEET NORTHWEST OF
 CY0418'THE NORTHWEST RAIL, 29.0 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 CY0418'HIGHWAY, 2.8 FEET NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A
 CY0418'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CY0418'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.4 FOOT ABOVE THE GROUND.
 CY0418
 CY0418                          STATION RECOVERY (1960)
 CY0418
 CY0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0418'RECOVERED IN GOOD CONDITION.
 CY0418
 CY0418                          STATION RECOVERY (1979)
 CY0418
 CY0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0418'THE MARK IS LOOSE AND UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0698 ***********************************************************************
 GP0698  DESIGNATION -  129 DOR
 GP0698  PID         -  GP0698
 GP0698  STATE/COUNTY-  AZ/NAVAJO
 GP0698  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0698
 GP0698                         *CURRENT SURVEY CONTROL
 GP0698  ___________________________________________________________________
 GP0698* NAD 83(1986)-  36 42 58.     (N)    110 35 53.     (W)     SCALED    
 GP0698* NAVD 88     -      2097.300  (meters)    6880.89   (feet)  ADJUSTED  
 GP0698  ___________________________________________________________________
 GP0698  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GP0698  DYNAMIC HT  -        2094.617 (meters)    6872.09  (feet)  COMP
 GP0698  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 GP0698
 GP0698  VERT ORDER  -  SECOND    CLASS 0
 GP0698
 GP0698.The horizontal coordinates were scaled from a topographic map and have
 GP0698.an estimated accuracy of +/- 6 seconds.
 GP0698
 GP0698.The orthometric height was determined by differential leveling
 GP0698.and adjusted by the National Geodetic Survey in June 1991..
 GP0698
 GP0698.The geoid height was determined by GEOID03.
 GP0698
 GP0698.The dynamic height is computed by dividing the NAVD 88
 GP0698.geopotential number by the normal gravity value computed on the
 GP0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0698.degrees latitude (g = 980.6199 gals.).
 GP0698
 GP0698.The modeled gravity was interpolated from observed gravity values.
 GP0698
 GP0698;                    North         East    Units  Estimated Accuracy
 GP0698;SPC AZ E     -   634,060.      174,820.      MT  (+/- 180 meters Scaled)
 GP0698
 GP0698                          SUPERSEDED SURVEY CONTROL
 GP0698
 GP0698.No superseded survey control is available for this station.
 GP0698
 GP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF358634(NAD 83)
 GP0698_MARKER: DB = BENCH MARK DISK
 GP0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0698_SP_SET: COPPER-CLAD STEEL ROD
 GP0698_STAMPING: 129 DOR 1969 6877
 GP0698_MARK LOGO: USGS  
 GP0698_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0698+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0698
 GP0698  HISTORY     - Date     Condition        Report By
 GP0698  HISTORY     - 1969     MONUMENTED       USGS
 GP0698
 GP0698                          STATION DESCRIPTION
 GP0698
 GP0698'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0698'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0698'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0698'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0698'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 6.2 MILES NORTHWEST
 GP0698'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO THE TALL MOUNTAIN
 GP0698'CROSSROAD, 64 FEET SOUTH OF THE ROAD JUNCTION, 50 FEET SOUTHEAST OF
 GP0698'THE CROSSROAD, 36 FEET SOUTHWEST OF THE TALL MOUNTAIN ROAD, 2 FEET
 GP0698'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0698'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0772 ***********************************************************************
 DU0772  DESIGNATION -  1290
 DU0772  PID         -  DU0772
 DU0772  STATE/COUNTY-  AZ/MARICOPA
 DU0772  USGS QUAD   -  HIGLEY (1981)
 DU0772
 DU0772                         *CURRENT SURVEY CONTROL
 DU0772  ___________________________________________________________________
 DU0772* NAD 83(1986)-  33 18 50.     (N)    111 43 39.     (W)     SCALED    
 DU0772* NAVD 88     -       393.73   (+/-2cm)    1291.8    (feet)  VERTCON   
 DU0772  ___________________________________________________________________
 DU0772  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0772
 DU0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0772
 DU0772.The horizontal coordinates were scaled from a topographic map and have
 DU0772.an estimated accuracy of +/- 6 seconds.
 DU0772
 DU0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0772.The vertical order pertains to the NGVD 29 superseded value.
 DU0772
 DU0772.The geoid height was determined by GEOID03.
 DU0772
 DU0772;                    North         East    Units  Estimated Accuracy
 DU0772;SPC AZ C     -   256,580.      230,970.      MT  (+/- 180 meters Scaled)
 DU0772
 DU0772                          SUPERSEDED SURVEY CONTROL
 DU0772
 DU0772  NGVD 29 (??/??/92)  393.221  (m)         1290.09   (f) ADJ UNCH    2 0
 DU0772
 DU0772.Superseded values are not recommended for survey control.
 DU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0772.See file dsdata.txt to determine how the superseded data were derived.
 DU0772
 DU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB322863(NAD 83)
 DU0772_MARKER: DD = SURVEY DISK
 DU0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0772_STAMPING: 1290
 DU0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0772
 DU0772  HISTORY     - Date     Condition        Report By
 DU0772  HISTORY     - UNK      MONUMENTED       USGS
 DU0772  HISTORY     - 1934     GOOD             NGS
 DU0772
 DU0772                          STATION DESCRIPTION
 DU0772
 DU0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0772'0.4 MI NW FROM HIGLEY.
 DU0772'0.4 MILES NORTHWEST ON S.P.RY. 40 FEET SOUTH OF THE CENTERLINE OF THE
 DU0772'TRACK, AND 7 FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1155 ***********************************************************************
 DV1155  DESIGNATION -  1294.40
 DV1155  PID         -  DV1155
 DV1155  STATE/COUNTY-  AZ/LA PAZ
 DV1155  USGS QUAD   -  BEAR HILLS (1990)
 DV1155
 DV1155                         *CURRENT SURVEY CONTROL
 DV1155  ___________________________________________________________________
 DV1155* NAD 83(1986)-  33 41 04.     (N)    113 55 33.     (W)     SCALED    
 DV1155* NAVD 88     -       395.51   (+/-2cm)    1297.6    (feet)  VERTCON   
 DV1155  ___________________________________________________________________
 DV1155  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1155
 DV1155  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1155
 DV1155.The horizontal coordinates were scaled from a topographic map and have
 DV1155.an estimated accuracy of +/- 6 seconds.
 DV1155
 DV1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1155.The vertical order pertains to the NGVD 29 superseded value.
 DV1155
 DV1155.The geoid height was determined by GEOID03.
 DV1155
 DV1155;                    North         East    Units  Estimated Accuracy
 DV1155;SPC AZ W     -   297,680.      197,060.      MT  (+/- 180 meters Scaled)
 DV1155
 DV1155                          SUPERSEDED SURVEY CONTROL
 DV1155
 DV1155  NGVD 29 (??/??/92)  394.829  (m)         1295.37   (f) ADJ UNCH    1 2
 DV1155
 DV1155.Superseded values are not recommended for survey control.
 DV1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1155.See file dsdata.txt to determine how the superseded data were derived.
 DV1155
 DV1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC287310(NAD 83)
 DV1155_MARKER: DD = SURVEY DISK
 DV1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1155_SP_SET: CULVERT
 DV1155_STAMPING: 1294.40 1967+00
 DV1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1155
 DV1155  HISTORY     - Date     Condition        Report By
 DV1155  HISTORY     - UNK      MONUMENTED       AZHD
 DV1155  HISTORY     - 1934     GOOD             NGS
 DV1155  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1155
 DV1155                          STATION DESCRIPTION
 DV1155
 DV1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1155'18.5 MI E FROM QUARTZSITE.
 DV1155'18.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, AT STATION
 DV1155'1967+00, AT A 4- BY 4-FOOT CONCRETE CULVERT, AND IN THE CENTER OF THE
 DV1155'TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1155'DISK, STAMPED 1294.40 1967+00.
 DV1155
 DV1155                          STATION RECOVERY (1981)
 DV1155
 DV1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1155'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1155'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0684 ***********************************************************************
 DW0684  DESIGNATION -  1296.81
 DW0684  PID         -  DW0684
 DW0684  STATE/COUNTY-  AZ/LA PAZ
 DW0684  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0684
 DW0684                         *CURRENT SURVEY CONTROL
 DW0684  ___________________________________________________________________
 DW0684* NAD 83(1986)-  33 40 42.     (N)    114 06 51.     (W)     SCALED    
 DW0684* NAVD 88     -       396.214  (meters)    1299.91   (feet)  ADJUSTED  
 DW0684  ___________________________________________________________________
 DW0684  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DW0684  DYNAMIC HT  -         395.764 (meters)    1298.44  (feet)  COMP
 DW0684  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DW0684
 DW0684  VERT ORDER  -  FIRST     CLASS II
 DW0684
 DW0684.The horizontal coordinates were scaled from a topographic map and have
 DW0684.an estimated accuracy of +/- 6 seconds.
 DW0684
 DW0684.The orthometric height was determined by differential leveling
 DW0684.and adjusted by the National Geodetic Survey in June 1991..
 DW0684
 DW0684.The geoid height was determined by GEOID03.
 DW0684
 DW0684.The dynamic height is computed by dividing the NAVD 88
 DW0684.geopotential number by the normal gravity value computed on the
 DW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0684.degrees latitude (g = 980.6199 gals.).
 DW0684
 DW0684.The modeled gravity was interpolated from observed gravity values.
 DW0684
 DW0684;                    North         East    Units  Estimated Accuracy
 DW0684;SPC AZ W     -   297,050.      179,590.      MT  (+/- 180 meters Scaled)
 DW0684
 DW0684                          SUPERSEDED SURVEY CONTROL
 DW0684
 DW0684  NGVD 29 (??/??/??)  395.522  (m)         1297.64   (f) ADJUSTED    1 2
 DW0684
 DW0684.Superseded values are not recommended for survey control.
 DW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0684.See file dsdata.txt to determine how the superseded data were derived.
 DW0684
 DW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT675302(NAD 83)
 DW0684_MARKER: DD = SURVEY DISK
 DW0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0684_SP_SET: HEADWALL
 DW0684_STAMPING: 1296.81 1367+50
 DW0684_MARK LOGO: AZHD  
 DW0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0684
 DW0684  HISTORY     - Date     Condition        Report By
 DW0684  HISTORY     - UNK      MONUMENTED       AZHD
 DW0684  HISTORY     - 1933     GOOD             NGS
 DW0684  HISTORY     - 1981     GOOD             NGS
 DW0684
 DW0684                          STATION DESCRIPTION
 DW0684
 DW0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0684'7.1 MI E FROM QUARTZSITE.
 DW0684'ABOUT 7.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0684'COUNTY, AT STATION 1367+50, AT A CONCRETE BRIDGE, AND IN THE
 DW0684'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0684'DEPARTMENT STANDARD DISK, STAMPED 1296.81 1367+50.
 DW0684
 DW0684                          STATION RECOVERY (1981)
 DW0684
 DW0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0684'10.0 KM (6.2 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0684'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.2 KM (0.1 MI) WEST OF HIGHWAY
 DW0684'MILEPOST 25, 0.2 KM (0.1 MI) EAST-NORTHEAST ACROSS THE HIGHWAY LANES
 DW0684'FROM BENCH MARK X 478, SET IN THE TOP CENTER OF A CONCRETE HEADWALL
 DW0684'FOR AN ABANDONED 24-INCH PIPE CULVERT ON THE ABANDONED HIGHWAY GRADE,
 DW0684'41.1 METERS (135 FT) NORTH OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0429 ***********************************************************************
 CZ0429  DESIGNATION -  1299+05
 CZ0429  PID         -  CZ0429
 CZ0429  STATE/COUNTY-  AZ/PINAL
 CZ0429  USGS QUAD   -  DURHAM HILLS (1988)
 CZ0429
 CZ0429                         *CURRENT SURVEY CONTROL
 CZ0429  ___________________________________________________________________
 CZ0429* NAD 83(1986)-  32 44 42.     (N)    111 07 39.     (W)     SCALED    
 CZ0429* NAVD 88     -       829.30   (+/-2cm)    2720.8    (feet)  VERTCON   
 CZ0429  ___________________________________________________________________
 CZ0429  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ0429
 CZ0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0429
 CZ0429.The horizontal coordinates were scaled from a topographic map and have
 CZ0429.an estimated accuracy of +/- 6 seconds.
 CZ0429
 CZ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0429.The vertical order pertains to the NGVD 29 superseded value.
 CZ0429
 CZ0429.The geoid height was determined by GEOID03.
 CZ0429
 CZ0429;                    North         East    Units  Estimated Accuracy
 CZ0429;SPC AZ C     -   193,750.      287,320.      MT  (+/- 180 meters Scaled)
 CZ0429
 CZ0429                          SUPERSEDED SURVEY CONTROL
 CZ0429
 CZ0429  NGVD 29 (??/??/92)  828.688  (m)         2718.79   (f) ADJ UNCH    2 0
 CZ0429
 CZ0429.Superseded values are not recommended for survey control.
 CZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0429.See file dsdata.txt to determine how the superseded data were derived.
 CZ0429
 CZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB880230(NAD 83)
 CZ0429_MARKER: DD = SURVEY DISK
 CZ0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0429_SP_SET: CULVERT
 CZ0429_STAMPING: 1299+05 1939 2718.67
 CZ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0429
 CZ0429  HISTORY     - Date     Condition        Report By
 CZ0429  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0429  HISTORY     - 1962     GOOD             NGS
 CZ0429
 CZ0429                          STATION DESCRIPTION
 CZ0429
 CZ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0429'16.85 MI NW FROM ORACLE JUNCTION.
 CZ0429'16.85 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0429'JUNCTION, 178 FEET SOUTH OF A T-ROAD, 15.4 FEET EAST OF THE CENTER OF
 CZ0429'U.S. HIGHWAY 80, 3.2 FEET NORTH OF THE SOUTHEAST CORNER OF A CONCRETE
 CZ0429'CULVERT, A STANDARD DISK SET IN A DRILLHOLE IN THE EAST HEADWALL OF
 CZ0429'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0060 ***********************************************************************
 EU0060  DESIGNATION -  1299.73
 EU0060  PID         -  EU0060
 EU0060  STATE/COUNTY-  AZ/MOHAVE
 EU0060  USGS QUAD   -  YUCCA (1970)
 EU0060
 EU0060                         *CURRENT SURVEY CONTROL
 EU0060  ___________________________________________________________________
 EU0060* NAD 83(1986)-  34 45 30.     (N)    114 12 43.     (W)     SCALED    
 EU0060* NAVD 88     -       396.79   (+/-2cm)    1301.8    (feet)  VERTCON   
 EU0060  ___________________________________________________________________
 EU0060  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EU0060
 EU0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0060
 EU0060.The horizontal coordinates were scaled from a topographic map and have
 EU0060.an estimated accuracy of +/- 6 seconds.
 EU0060
 EU0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0060.The vertical order pertains to the NGVD 29 superseded value.
 EU0060
 EU0060.The geoid height was determined by GEOID03.
 EU0060
 EU0060;                    North         East    Units  Estimated Accuracy
 EU0060;SPC AZ W     -   416,880.      171,070.      MT  (+/- 180 meters Scaled)
 EU0060
 EU0060                          SUPERSEDED SURVEY CONTROL
 EU0060
 EU0060  NGVD 29 (??/??/??)  396.090  (m)         1299.51   (f) ADJUSTED    2 0
 EU0060
 EU0060.Superseded values are not recommended for survey control.
 EU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0060.See file dsdata.txt to determine how the superseded data were derived.
 EU0060
 EU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU551497(NAD 83)
 EU0060_MARKER: DD = SURVEY DISK
 EU0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0060_SP_SET: CULVERT
 EU0060_STAMPING: 1299.73 860X30 1951
 EU0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0060
 EU0060  HISTORY     - Date     Condition        Report By
 EU0060  HISTORY     - 1951     MONUMENTED       AZHD
 EU0060  HISTORY     - 1961     GOOD             NGS
 EU0060  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0060  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0060
 EU0060                          STATION DESCRIPTION
 EU0060
 EU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0060'9.7 MI SW FROM YUCCA.
 EU0060'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0060'YUCCA, THENCE 9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0060'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0060'OF A 10 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTHEAST OF THE CENTER
 EU0060'LINE OF U.S. HIGHWAY 66 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 EU0060'HIGHWAY.
 EU0060
 EU0060                          STATION RECOVERY (1970)
 EU0060
 EU0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0060'MARK NOT FOUND.
 EU0060
 EU0060                          STATION RECOVERY (1981)
 EU0060
 EU0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0060'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0548 ***********************************************************************
 CY0548  DESIGNATION -  13
 CY0548  PID         -  CY0548
 CY0548  STATE/COUNTY-  AZ/GRAHAM
 CY0548  USGS QUAD   -  ARTESIA NE (1966)
 CY0548
 CY0548                         *CURRENT SURVEY CONTROL
 CY0548  ___________________________________________________________________
 CY0548* NAD 83(1986)-  32 44 10.     (N)    109 34 45.     (W)     SCALED    
 CY0548* NAVD 88     -       942.63   (+/-2cm)    3092.6    (feet)  VERTCON   
 CY0548  ___________________________________________________________________
 CY0548  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0548
 CY0548  VERT ORDER  -  ? (See Below)
 CY0548
 CY0548.The horizontal coordinates were scaled from a topographic map and have
 CY0548.an estimated accuracy of +/- 6 seconds.
 CY0548
 CY0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0548.The vertical order pertains to the NGVD 29 superseded value.
 CY0548
 CY0548.The geoid height was determined by GEOID03.
 CY0548
 CY0548;                    North         East    Units  Estimated Accuracy
 CY0548;SPC AZ E     -   192,640.      268,420.      MT  (+/- 180 meters Scaled)
 CY0548
 CY0548                          SUPERSEDED SURVEY CONTROL
 CY0548
 CY0548  NGVD 29 (??/??/92)  942.005  (m)         3090.56   (f) ADJ UNCH    ?  
 CY0548
 CY0548.Superseded values are not recommended for survey control.
 CY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0548.See file dsdata.txt to determine how the superseded data were derived.
 CY0548
 CY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB331229(NAD 83)
 CY0548_MARKER: P = PIPE CAP
 CY0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0548_STAMPING: 3090.561 13
 CY0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0548
 CY0548  HISTORY     - Date     Condition        Report By
 CY0548  HISTORY     - UNK      MONUMENTED       USGS
 CY0548  HISTORY     - 1932     GOOD             NGS
 CY0548
 CY0548                          STATION DESCRIPTION
 CY0548
 CY0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0548'6.2 MI SE FROM SOLOMONSVILLE.
 CY0548'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.0 MILES NORTH OF HAECKEL SIDING,
 CY0548'330 FEET SOUTH OF MILEPOST 1127, 35 FEET WEST OF RAILROAD CENTER-LINE,
 CY0548'500 FEET SOUTH OF RAILROAD TRESTLE MARKED 1127.03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1592 ***********************************************************************
 DV1592  DESIGNATION -  13 A
 DV1592  PID         -  DV1592
 DV1592  STATE/COUNTY-  AZ/LA PAZ
 DV1592  USGS QUAD   -  VICKSBURG (1990)
 DV1592
 DV1592                         *CURRENT SURVEY CONTROL
 DV1592  ___________________________________________________________________
 DV1592* NAD 83(1986)-  33 38 03.     (N)    113 47 36.     (W)     SCALED    
 DV1592* NAVD 88     -       365.07   (+/-2cm)    1197.7    (feet)  VERTCON   
 DV1592  ___________________________________________________________________
 DV1592  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1592
 DV1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1592
 DV1592.The horizontal coordinates were scaled from a topographic map and have
 DV1592.an estimated accuracy of +/- 6 seconds.
 DV1592
 DV1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1592.The vertical order pertains to the NGVD 29 superseded value.
 DV1592
 DV1592.The geoid height was determined by GEOID03.
 DV1592
 DV1592;                    North         East    Units  Estimated Accuracy
 DV1592;SPC AZ W     -   292,090.      209,340.      MT  (+/- 180 meters Scaled)
 DV1592
 DV1592                          SUPERSEDED SURVEY CONTROL
 DV1592
 DV1592  NGVD 29 (??/??/92)  364.406  (m)         1195.56   (f) ADJ UNCH    2 0
 DV1592
 DV1592.Superseded values are not recommended for survey control.
 DV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1592.See file dsdata.txt to determine how the superseded data were derived.
 DV1592
 DV1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC409250(NAD 83)
 DV1592_MARKER: DD = SURVEY DISK
 DV1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1592_STAMPING: 13 A 1962
 DV1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1592+STABILITY: SURFACE MOTION
 DV1592
 DV1592  HISTORY     - Date     Condition        Report By
 DV1592  HISTORY     - 1962     MONUMENTED       AZHD
 DV1592
 DV1592                          STATION DESCRIPTION
 DV1592
 DV1592'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1592'11.2 MI SE FROM HOPE.
 DV1592'0.5 MILE EAST-SOUTHEAST OF D 396 13, AN ARIZONA HIGHWAY DEPARTMENT
 DV1592'DISK STAMPED 13 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1592'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1592'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0773 ***********************************************************************
 FQ0773  DESIGNATION -  13 HLS
 FQ0773  PID         -  FQ0773
 FQ0773  STATE/COUNTY-  AZ/NAVAJO
 FQ0773  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0773
 FQ0773                         *CURRENT SURVEY CONTROL
 FQ0773  ___________________________________________________________________
 FQ0773* NAD 83(1986)-  35 07 27.     (N)    110 19 20.     (W)     SCALED    
 FQ0773* NAVD 88     -      1562.439  (meters)    5126.10   (feet)  ADJUSTED  
 FQ0773  ___________________________________________________________________
 FQ0773  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0773  DYNAMIC HT  -        1560.355 (meters)    5119.26  (feet)  COMP
 FQ0773  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 FQ0773
 FQ0773  VERT ORDER  -  THIRD
 FQ0773
 FQ0773.The horizontal coordinates were scaled from a topographic map and have
 FQ0773.an estimated accuracy of +/- 6 seconds.
 FQ0773
 FQ0773.The orthometric height was determined by differential leveling
 FQ0773.and adjusted by the National Geodetic Survey in June 1991..
 FQ0773
 FQ0773.The geoid height was determined by GEOID03.
 FQ0773
 FQ0773.The dynamic height is computed by dividing the NAVD 88
 FQ0773.geopotential number by the normal gravity value computed on the
 FQ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0773.degrees latitude (g = 980.6199 gals.).
 FQ0773
 FQ0773.The modeled gravity was interpolated from observed gravity values.
 FQ0773
 FQ0773;                    North         East    Units  Estimated Accuracy
 FQ0773;SPC AZ E     -   457,360.      199,180.      MT  (+/- 180 meters Scaled)
 FQ0773
 FQ0773                          SUPERSEDED SURVEY CONTROL
 FQ0773
 FQ0773.No superseded survey control is available for this station.
 FQ0773
 FQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD617870(NAD 83)
 FQ0773_MARKER: DB = BENCH MARK DISK
 FQ0773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0773_SP_SET: COPPER-CLAD STEEL ROD
 FQ0773_STAMPING: 13 HLS 1970 5124
 FQ0773_MARK LOGO: USGS  
 FQ0773_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0773+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0773
 FQ0773  HISTORY     - Date     Condition        Report By
 FQ0773  HISTORY     - 1970     MONUMENTED       USGS
 FQ0773
 FQ0773                          STATION DESCRIPTION
 FQ0773
 FQ0773'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0773'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0773'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0773'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 7.6 MILES
 FQ0773'NORTHEAST ALONG THE ROAD, 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 FQ0773'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0773'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0878 ***********************************************************************
 FQ0878  DESIGNATION -  13 JRH
 FQ0878  PID         -  FQ0878
 FQ0878  STATE/COUNTY-  AZ/COCONINO
 FQ0878  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0878
 FQ0878                         *CURRENT SURVEY CONTROL
 FQ0878  ___________________________________________________________________
 FQ0878* NAD 83(1986)-  35 34 37.     (N)    111 40 58.     (W)     SCALED    
 FQ0878* NAVD 88     -      1867.782  (meters)    6127.88   (feet)  POSTED    
 FQ0878  ___________________________________________________________________
 FQ0878  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0878  DYNAMIC HT  -        1865.300 (meters)    6119.74  (feet)  COMP
 FQ0878  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 FQ0878
 FQ0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0878
 FQ0878.The horizontal coordinates were scaled from a topographic map and have
 FQ0878.an estimated accuracy of +/- 6 seconds.
 FQ0878
 FQ0878.The orthometric height was determined by differential leveling
 FQ0878.and adjusted by the National Geodetic Survey in 1992..
 FQ0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0878.rate of 0.0 thru 1.0 mm/km.
 FQ0878
 FQ0878.The geoid height was determined by GEOID03.
 FQ0878
 FQ0878.The dynamic height is computed by dividing the NAVD 88
 FQ0878.geopotential number by the normal gravity value computed on the
 FQ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0878.degrees latitude (g = 980.6199 gals.).
 FQ0878
 FQ0878.The modeled gravity was interpolated from observed gravity values.
 FQ0878
 FQ0878;                    North         East    Units  Estimated Accuracy
 FQ0878;SPC AZ C     -   507,600.      234,560.      MT  (+/- 180 meters Scaled)
 FQ0878
 FQ0878                          SUPERSEDED SURVEY CONTROL
 FQ0878
 FQ0878.No superseded survey control is available for this station.
 FQ0878
 FQ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE381372(NAD 83)
 FQ0878_MARKER: DB = BENCH MARK DISK
 FQ0878_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0878_SP_SET: ROCK OUTCROP
 FQ0878_STAMPING: 13 JRH 1959 6125
 FQ0878_MARK LOGO: USGS  
 FQ0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0878+STABILITY: POSITION/ELEVATION WELL
 FQ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0878+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0878
 FQ0878  HISTORY     - Date     Condition        Report By
 FQ0878  HISTORY     - 1959     MONUMENTED       USGS
 FQ0878
 FQ0878                          STATION DESCRIPTION
 FQ0878
 FQ0878'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0878'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0878'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0878'LOOKOUT TOWER, PROCEED 38.8 MILES SOUTH, 1.8 MILES NORTHWEST OF ASO
 FQ0878'RANCH, 120 FEET WEST OF THE CENTER OF THE ROAD, IN A PROMINENT LAVA
 FQ0878'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0285 ***********************************************************************
 DV0285  DESIGNATION -  13 LUKE FIELD
 DV0285  PID         -  DV0285
 DV0285  STATE/COUNTY-  AZ/MARICOPA
 DV0285  USGS QUAD   -  EL MIRAGE (1982)
 DV0285
 DV0285                         *CURRENT SURVEY CONTROL
 DV0285  ___________________________________________________________________
 DV0285* NAD 83(1986)-  33 32 09.     (N)    112 21 43.     (W)     SCALED    
 DV0285* NAVD 88     -       330.67   (+/-2cm)    1084.9    (feet)  VERTCON   
 DV0285  ___________________________________________________________________
 DV0285  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0285
 DV0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0285
 DV0285.The horizontal coordinates were scaled from a topographic map and have
 DV0285.an estimated accuracy of +/- 6 seconds.
 DV0285
 DV0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0285.The vertical order pertains to the NGVD 29 superseded value.
 DV0285
 DV0285.The geoid height was determined by GEOID03.
 DV0285
 DV0285;                    North         East    Units  Estimated Accuracy
 DV0285;SPC AZ C     -   281,260.      172,010.      MT  (+/- 180 meters Scaled)
 DV0285
 DV0285                          SUPERSEDED SURVEY CONTROL
 DV0285
 DV0285  NGVD 29 (??/??/92)  330.116  (m)         1083.06   (f) ADJ UNCH    2 0
 DV0285
 DV0285.Superseded values are not recommended for survey control.
 DV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0285.See file dsdata.txt to determine how the superseded data were derived.
 DV0285
 DV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC735115(NAD 83)
 DV0285_MARKER: Q = CHISELED SQUARE
 DV0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0285_SP_SET: MANHOLE COVER
 DV0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0285
 DV0285  HISTORY     - Date     Condition        Report By
 DV0285  HISTORY     - UNK      MONUMENTED       DOD
 DV0285  HISTORY     - 1945     GOOD             NGS
 DV0285
 DV0285                          STATION DESCRIPTION
 DV0285
 DV0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0285'IN LUKE FIELD.
 DV0285'AT LUKE FIELD, MARICOPA COUNTY, 62.2 FEET SOUTH-SOUTHWEST OF BUILDING
 DV0285'T-642, AT THE INTERSECTION OF FOURTH AND K STREETS, 19 FEET EAST OF
 DV0285'THE CENTERLINE OF FOURTH STREET, 17.8 FEET SOUTH OF THE CENTERLINE OF
 DV0285'K STREET, AND ON THE EAST EDGE OF AN IRON MANHOLE COVER.  A CROSS
 DV0285'INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0222 ***********************************************************************
 DA0222  DESIGNATION -  13 WF
 DA0222  PID         -  DA0222
 DA0222  STATE/COUNTY-  AZ/PIMA
 DA0222  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0222
 DA0222                         *CURRENT SURVEY CONTROL
 DA0222  ___________________________________________________________________
 DA0222* NAD 83(1986)-  32 28 05.     (N)    112 28 25.     (W)     SCALED    
 DA0222* NAVD 88     -       724.20   (+/-2cm)    2376.0    (feet)  VERTCON   
 DA0222  ___________________________________________________________________
 DA0222  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DA0222
 DA0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0222
 DA0222.The horizontal coordinates were scaled from a topographic map and have
 DA0222.an estimated accuracy of +/- 6 seconds.
 DA0222
 DA0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0222.The vertical order pertains to the NGVD 29 superseded value.
 DA0222
 DA0222.The geoid height was determined by GEOID03.
 DA0222
 DA0222;                    North         East    Units  Estimated Accuracy
 DA0222;SPC AZ C     -   162,900.      161,010.      MT  (+/- 180 meters Scaled)
 DA0222
 DA0222                          SUPERSEDED SURVEY CONTROL
 DA0222
 DA0222  NGVD 29 (??/??/92)  723.472  (m)         2373.59   (f) ADJ UNCH    2 0
 DA0222
 DA0222.Superseded values are not recommended for survey control.
 DA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0222.See file dsdata.txt to determine how the superseded data were derived.
 DA0222
 DA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA615932(NAD 83)
 DA0222_MARKER: DD = SURVEY DISK
 DA0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0222_STAMPING: 13 WF 1948 2374
 DA0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0222+STABILITY: SURFACE MOTION
 DA0222
 DA0222  HISTORY     - Date     Condition        Report By
 DA0222  HISTORY     - 1948     MONUMENTED       USGS
 DA0222  HISTORY     - 1961     GOOD             NGS
 DA0222
 DA0222                          STATION DESCRIPTION
 DA0222
 DA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0222'16.6 MI W FROM VENTANA.
 DA0222'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0222'AT VENTANA.  THENCE 10.1 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0222'PIPE LINE.  0.45 MILE NORTHEAST OF A JUNCTION OF THE ROAD AND A ROAD
 DA0222'LEADING SOUTHWEST, 0.3 MILE NORTHEAST OF A WASH, 300 FEET SOUTHWEST OF
 DA0222'PIPE LINE MILEPOST NUMBER 57, 36 FEET SOUTHEAST OF THE CENTER LINE OF
 DA0222'THE ROAD, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DA0222'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0699 ***********************************************************************
 GP0699  DESIGNATION -  130 DOR
 GP0699  PID         -  GP0699
 GP0699  STATE/COUNTY-  AZ/NAVAJO
 GP0699  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0699
 GP0699                         *CURRENT SURVEY CONTROL
 GP0699  ___________________________________________________________________
 GP0699* NAD 83(1986)-  36 42 21.     (N)    110 35 08.     (W)     SCALED    
 GP0699* NAVD 88     -      2082.852  (meters)    6833.49   (feet)  ADJUSTED  
 GP0699  ___________________________________________________________________
 GP0699  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GP0699  DYNAMIC HT  -        2080.179 (meters)    6824.72  (feet)  COMP
 GP0699  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 GP0699
 GP0699  VERT ORDER  -  SECOND    CLASS 0
 GP0699
 GP0699.The horizontal coordinates were scaled from a topographic map and have
 GP0699.an estimated accuracy of +/- 6 seconds.
 GP0699
 GP0699.The orthometric height was determined by differential leveling
 GP0699.and adjusted by the National Geodetic Survey in June 1991..
 GP0699
 GP0699.The geoid height was determined by GEOID03.
 GP0699
 GP0699.The dynamic height is computed by dividing the NAVD 88
 GP0699.geopotential number by the normal gravity value computed on the
 GP0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0699.degrees latitude (g = 980.6199 gals.).
 GP0699
 GP0699.The modeled gravity was interpolated from observed gravity values.
 GP0699
 GP0699;                    North         East    Units  Estimated Accuracy
 GP0699;SPC AZ E     -   632,910.      175,940.      MT  (+/- 180 meters Scaled)
 GP0699
 GP0699                          SUPERSEDED SURVEY CONTROL
 GP0699
 GP0699.No superseded survey control is available for this station.
 GP0699
 GP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF370623(NAD 83)
 GP0699_MARKER: DB = BENCH MARK DISK
 GP0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0699_SP_SET: COPPER-CLAD STEEL ROD
 GP0699_STAMPING: 130 DOR 1969 6830
 GP0699_MARK LOGO: USGS  
 GP0699_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0699+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0699
 GP0699  HISTORY     - Date     Condition        Report By
 GP0699  HISTORY     - 1969     MONUMENTED       USGS
 GP0699
 GP0699                          STATION DESCRIPTION
 GP0699
 GP0699'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0699'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0699'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0699'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0699'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 5.2 MILES NORTHWEST
 GP0699'ALONG THE TALL MOUNTAIN ROAD TO THE NORTHWEST END OF A ROAD TURNOUT,
 GP0699'0.1 MILE SOUTHEAST OF A T-ROAD NORTHEAST, 25 FEET NORTHEAST OF THE
 GP0699'ROAD, 2 FEET SOUTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0699'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0164 ***********************************************************************
 ES0164  DESIGNATION -  130+00
 ES0164  PID         -  ES0164
 ES0164  STATE/COUNTY-  AZ/NAVAJO
 ES0164  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0164
 ES0164                         *CURRENT SURVEY CONTROL
 ES0164  ___________________________________________________________________
 ES0164* NAD 83(1986)-  34 14 11.     (N)    110 03 47.     (W)     SCALED    
 ES0164* NAVD 88     -      1975.374  (meters)    6480.87   (feet)  ADJUSTED  
 ES0164  ___________________________________________________________________
 ES0164  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0164  DYNAMIC HT  -        1972.432 (meters)    6471.22  (feet)  COMP
 ES0164  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 ES0164
 ES0164  VERT ORDER  -  SECOND    CLASS 0
 ES0164
 ES0164.The horizontal coordinates were scaled from a topographic map and have
 ES0164.an estimated accuracy of +/- 6 seconds.
 ES0164
 ES0164.The orthometric height was determined by differential leveling
 ES0164.and adjusted by the National Geodetic Survey in June 1991..
 ES0164
 ES0164.The geoid height was determined by GEOID03.
 ES0164
 ES0164.The dynamic height is computed by dividing the NAVD 88
 ES0164.geopotential number by the normal gravity value computed on the
 ES0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0164.degrees latitude (g = 980.6199 gals.).
 ES0164
 ES0164.The modeled gravity was interpolated from observed gravity values.
 ES0164
 ES0164;                    North         East    Units  Estimated Accuracy
 ES0164;SPC AZ E     -   358,880.      222,910.      MT  (+/- 180 meters Scaled)
 ES0164
 ES0164                          SUPERSEDED SURVEY CONTROL
 ES0164
 ES0164  NGVD 29 (??/??/92) 1974.457  (m)         6477.86   (f) ADJ UNCH    2 0
 ES0164
 ES0164.Superseded values are not recommended for survey control.
 ES0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0164.See file dsdata.txt to determine how the superseded data were derived.
 ES0164
 ES0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC862887(NAD 83)
 ES0164_MARKER: P = PIPE CAP
 ES0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0164_STAMPING: 130+00 6285.73 35
 ES0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0164
 ES0164  HISTORY     - Date     Condition        Report By
 ES0164  HISTORY     - UNK      MONUMENTED       BPR
 ES0164  HISTORY     - 1960     GOOD             NGS
 ES0164
 ES0164                          STATION DESCRIPTION
 ES0164
 ES0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0164'2.5 MI SW FROM SHOW LOW.
 ES0164'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0164'SHOW LOW, THENCE 2.4 MILES SOUTHJWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0164'HIGHWAY 77, IN SECTION 25, R 21 E, T 10 N, 67 FEET SOUTHEAST OF THE
 ES0164'CENTER LINE OF THE HIGHWAY, 93 FEET NORTHEAST OF THE SOUTHEAST ROCK
 ES0164'HEADWALL OF A 24-INCH TUBULAR CULVERT, 1/2 FOOT SOUTHEAST OF A FENCE,
 ES0164'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 ES0164'HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0309 ***********************************************************************
 DV0309  DESIGNATION -  1302 RESET
 DV0309  PID         -  DV0309
 DV0309  STATE/COUNTY-  AZ/MARICOPA
 DV0309  USGS QUAD   -  MOBILE (1978)
 DV0309
 DV0309                         *CURRENT SURVEY CONTROL
 DV0309  ___________________________________________________________________
 DV0309* NAD 83(1986)-  33 03 35.     (N)    112 15 06.     (W)     SCALED    
 DV0309* NAVD 88     -       397.216  (meters)    1303.20   (feet)  ADJUSTED  
 DV0309  ___________________________________________________________________
 DV0309  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0309  DYNAMIC HT  -         396.737 (meters)    1301.63  (feet)  COMP
 DV0309  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 DV0309
 DV0309  VERT ORDER  -  FIRST     CLASS II
 DV0309
 DV0309.The horizontal coordinates were scaled from a topographic map and have
 DV0309.an estimated accuracy of +/- 6 seconds.
 DV0309
 DV0309.The orthometric height was determined by differential leveling
 DV0309.and adjusted by the National Geodetic Survey in June 1991..
 DV0309
 DV0309.The geoid height was determined by GEOID03.
 DV0309
 DV0309.The dynamic height is computed by dividing the NAVD 88
 DV0309.geopotential number by the normal gravity value computed on the
 DV0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0309.degrees latitude (g = 980.6199 gals.).
 DV0309
 DV0309.The modeled gravity was interpolated from observed gravity values.
 DV0309
 DV0309;                    North         East    Units  Estimated Accuracy
 DV0309;SPC AZ C     -   228,420.      182,080.      MT  (+/- 180 meters Scaled)
 DV0309
 DV0309                          SUPERSEDED SURVEY CONTROL
 DV0309
 DV0309  NGVD 29 (??/??/92)  396.610  (m)         1301.21   (f) ADJ UNCH    1 2
 DV0309
 DV0309.Superseded values are not recommended for survey control.
 DV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0309.See file dsdata.txt to determine how the superseded data were derived.
 DV0309
 DV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB831586(NAD 83)
 DV0309_MARKER: DD = SURVEY DISK
 DV0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0309_STAMPING: WF 1948 1301 1302 RESET 1939
 DV0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0309+STABILITY: SURFACE MOTION
 DV0309
 DV0309  HISTORY     - Date     Condition        Report By
 DV0309  HISTORY     - 1939     MONUMENTED       USGS
 DV0309  HISTORY     - 1967     GOOD             NGS
 DV0309  HISTORY     - 1980     POOR             NGS
 DV0309  HISTORY     - 1980     POOR             NGS
 DV0309  HISTORY     - 19941202 GOOD             USPSQD
 DV0309
 DV0309                          STATION DESCRIPTION
 DV0309
 DV0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0309'1.2 MI E FROM MOBILE.
 DV0309'ABOUT 1.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0309'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 22, T 4 S, R 1 E, 0.5 MILE
 DV0309'WEST OF MILEPOST 886, 33 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DV0309'TRACK, 18 FEET NORTHWEST OF A TELEPHONE POLE, 24 FEET NORTH OF THE
 DV0309'CENTER LINE OF A SMALL LEVEE, 2.8 FEET WEST OF A WOODEN WITNESS POST,
 DV0309'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DV0309'CONCRETE POST PROJECTING 12 INCHES.
 DV0309
 DV0309                          STATION RECOVERY (1980)
 DV0309
 DV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0309'MARK RECOVERED IN POOR CONDITION.
 DV0309
 DV0309                          STATION RECOVERY (1980)
 DV0309
 DV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0309'MARK RECOVERED IN POOR CONDITION.
 DV0309
 DV0309                          STATION RECOVERY (1994)
 DV0309
 DV0309'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0555 ***********************************************************************
 DA0555  DESIGNATION -  1303.8
 DA0555  PID         -  DA0555
 DA0555  STATE/COUNTY-  AZ/PIMA
 DA0555  USGS QUAD   -  MIDWAY SW (1986)
 DA0555
 DA0555                         *CURRENT SURVEY CONTROL
 DA0555  ___________________________________________________________________
 DA0555* NAD 83(1986)-  32 30 17.     (N)    112 53 34.     (W)     SCALED    
 DA0555* NAVD 88     -       398.03   (+/-2cm)    1305.9    (feet)  VERTCON   
 DA0555  ___________________________________________________________________
 DA0555  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0555
 DA0555  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0555
 DA0555.The horizontal coordinates were scaled from a topographic map and have
 DA0555.an estimated accuracy of +/- 6 seconds.
 DA0555
 DA0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0555.The vertical order pertains to the NGVD 29 superseded value.
 DA0555
 DA0555.The geoid height was determined by GEOID03.
 DA0555
 DA0555;                    North         East    Units  Estimated Accuracy
 DA0555;SPC AZ C     -   167,250.      121,640.      MT  (+/- 180 meters Scaled)
 DA0555
 DA0555                          SUPERSEDED SURVEY CONTROL
 DA0555
 DA0555  NGVD 29 (??/??/92)  397.367  (m)         1303.69   (f) ADJ UNCH    1 2
 DA0555
 DA0555.Superseded values are not recommended for survey control.
 DA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0555.See file dsdata.txt to determine how the superseded data were derived.
 DA0555
 DA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA221979(NAD 83)
 DA0555_MARKER: Z = SEE DESCRIPTION
 DA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0555+STABILITY: SURFACE MOTION
 DA0555
 DA0555  HISTORY     - Date     Condition        Report By
 DA0555  HISTORY     - UNK      MONUMENTED       USGS
 DA0555  HISTORY     - 1953     GOOD             NGS
 DA0555
 DA0555                          STATION DESCRIPTION
 DA0555
 DA0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0555'10.7 MI N FROM AJO.
 DA0555'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0555'THE STATION AT AJO, THENCE 0.9 MILE NORTHWEST ALONG A GRAVELED ROAD
 DA0555'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 140 1/2 FEET
 DA0555'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS
 DA0555'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 DA0555'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1166 ***********************************************************************
 DV1166  DESIGNATION -  1306.76
 DV1166  PID         -  DV1166
 DV1166  STATE/COUNTY-  AZ/LA PAZ
 DV1166  USGS QUAD   -  VICKSBURG (1990)
 DV1166
 DV1166                         *CURRENT SURVEY CONTROL
 DV1166  ___________________________________________________________________
 DV1166* NAD 83(1986)-  33 43 10.     (N)    113 45 04.     (W)     SCALED    
 DV1166* NAVD 88     -       399.19   (+/-2cm)    1309.7    (feet)  VERTCON   
 DV1166  ___________________________________________________________________
 DV1166  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1166
 DV1166  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1166
 DV1166.The horizontal coordinates were scaled from a topographic map and have
 DV1166.an estimated accuracy of +/- 6 seconds.
 DV1166
 DV1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1166.The vertical order pertains to the NGVD 29 superseded value.
 DV1166
 DV1166.The geoid height was determined by GEOID03.
 DV1166
 DV1166;                    North         East    Units  Estimated Accuracy
 DV1166;SPC AZ W     -   301,550.      213,260.      MT  (+/- 180 meters Scaled)
 DV1166
 DV1166                          SUPERSEDED SURVEY CONTROL
 DV1166
 DV1166  NGVD 29 (??/??/92)  398.513  (m)         1307.45   (f) ADJ UNCH    1 2
 DV1166
 DV1166.Superseded values are not recommended for survey control.
 DV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1166.See file dsdata.txt to determine how the superseded data were derived.
 DV1166
 DV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC450344(NAD 83)
 DV1166_MARKER: DD = SURVEY DISK
 DV1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1166_SP_SET: PARAPET
 DV1166_STAMPING: 1306.76 2515+02.09
 DV1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1166
 DV1166  HISTORY     - Date     Condition        Report By
 DV1166  HISTORY     - UNK      MONUMENTED       AZHD
 DV1166  HISTORY     - 1934     GOOD             NGS
 DV1166  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1166
 DV1166                          STATION DESCRIPTION
 DV1166
 DV1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1166'9.7 MI W FROM SALOME.
 DV1166'9.5 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 2.7
 DV1166'MILES WEST OF HOPE, AT STATION 2515+02.09, AT A SMALL CONCRETE BRIDGE,
 DV1166'AND IN THE CENTER OF THE TOP OF THE SOUTH PARAPET.  AN ARIZONA HIGHWAY
 DV1166'DEPARTMENT STANDARD DISK, STAMPED 1306.76 2515+02.09.
 DV1166
 DV1166                          STATION RECOVERY (1981)
 DV1166
 DV1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1166'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1166'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0700 ***********************************************************************
 GP0700  DESIGNATION -  131 DOR
 GP0700  PID         -  GP0700
 GP0700  STATE/COUNTY-  AZ/NAVAJO
 GP0700  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0700
 GP0700                         *CURRENT SURVEY CONTROL
 GP0700  ___________________________________________________________________
 GP0700* NAD 83(1986)-  36 41 46.     (N)    110 34 32.     (W)     SCALED    
 GP0700* NAVD 88     -      2093.800  (meters)    6869.41   (feet)  ADJUSTED  
 GP0700  ___________________________________________________________________
 GP0700  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GP0700  DYNAMIC HT  -        2091.110 (meters)    6860.58  (feet)  COMP
 GP0700  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 GP0700
 GP0700  VERT ORDER  -  SECOND    CLASS 0
 GP0700
 GP0700.The horizontal coordinates were scaled from a topographic map and have
 GP0700.an estimated accuracy of +/- 6 seconds.
 GP0700
 GP0700.The orthometric height was determined by differential leveling
 GP0700.and adjusted by the National Geodetic Survey in June 1991..
 GP0700
 GP0700.The geoid height was determined by GEOID03.
 GP0700
 GP0700.The dynamic height is computed by dividing the NAVD 88
 GP0700.geopotential number by the normal gravity value computed on the
 GP0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0700.degrees latitude (g = 980.6199 gals.).
 GP0700
 GP0700.The modeled gravity was interpolated from observed gravity values.
 GP0700
 GP0700;                    North         East    Units  Estimated Accuracy
 GP0700;SPC AZ E     -   631,830.      176,820.      MT  (+/- 180 meters Scaled)
 GP0700
 GP0700                          SUPERSEDED SURVEY CONTROL
 GP0700
 GP0700.No superseded survey control is available for this station.
 GP0700
 GP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF379612(NAD 83)
 GP0700_MARKER: DB = BENCH MARK DISK
 GP0700_SETTING: 66 = SET IN ROCK OUTCROP
 GP0700_SP_SET: ROCK OUTCROP
 GP0700_STAMPING: 131 DOR 1969 6866
 GP0700_MARK LOGO: USGS  
 GP0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0700+STABILITY: POSITION/ELEVATION WELL
 GP0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0700+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0700
 GP0700  HISTORY     - Date     Condition        Report By
 GP0700  HISTORY     - 1969     MONUMENTED       USGS
 GP0700
 GP0700                          STATION DESCRIPTION
 GP0700
 GP0700'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0700'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0700'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0700'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0700'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 4.2 MILES NORTHWEST
 GP0700'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 50 FEET NORTH OF
 GP0700'THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A LARGE FLAT SANDSTONE
 GP0700'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1065 ***********************************************************************
 DU1065  DESIGNATION -  1312.11
 DU1065  PID         -  DU1065
 DU1065  STATE/COUNTY-  AZ/MARICOPA
 DU1065  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1065
 DU1065                         *CURRENT SURVEY CONTROL
 DU1065  ___________________________________________________________________
 DU1065* NAD 83(1986)-  33 30 44.     (N)    111 41 45.     (W)     SCALED    
 DU1065* NAVD 88     -       400.403  (meters)    1313.66   (feet)  READJUSTED
 DU1065  ___________________________________________________________________
 DU1065  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1065  DYNAMIC HT  -         399.930 (meters)    1312.10  (feet)  COMP
 DU1065  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 DU1065
 DU1065  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1065
 DU1065.The horizontal coordinates were scaled from a topographic map and have
 DU1065.an estimated accuracy of +/- 6 seconds.
 DU1065
 DU1065.The orthometric height was determined by differential leveling
 DU1065.and adjusted by the National Geodetic Survey in April 1999..
 DU1065.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1065.distribution rate of 0.0 thru 1.0 mm/km.
 DU1065.The height was derived from older observations constrained to new
 DU1065.heights in a crustal motion area.  The height is approximate in
 DU1065.relation to other heights in its vicinity.
 DU1065
 DU1065.The geoid height was determined by GEOID03.
 DU1065
 DU1065.The dynamic height is computed by dividing the NAVD 88
 DU1065.geopotential number by the normal gravity value computed on the
 DU1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1065.degrees latitude (g = 980.6199 gals.).
 DU1065
 DU1065.The modeled gravity was interpolated from observed gravity values.
 DU1065
 DU1065;                    North         East    Units  Estimated Accuracy
 DU1065;SPC AZ C     -   278,580.      233,880.      MT  (+/- 180 meters Scaled)
 DU1065
 DU1065                          SUPERSEDED SURVEY CONTROL
 DU1065
 DU1065  NAVD 88 (06/15/91)  400.414  (m)         1313.69   (f) UNKNOWN     1 2
 DU1065  NGVD 29 (??/??/92)  399.834  (m)         1311.79   (f) ADJ UNCH    1 2
 DU1065
 DU1065.Superseded values are not recommended for survey control.
 DU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1065.See file dsdata.txt to determine how the superseded data were derived.
 DU1065
 DU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353082(NAD 83)
 DU1065_MARKER: DD = SURVEY DISK
 DU1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1065_SP_SET: ABUTMENT
 DU1065_STAMPING: 1312.11 PHX
 DU1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1065
 DU1065  HISTORY     - Date     Condition        Report By
 DU1065  HISTORY     - UNK      MONUMENTED       BOR
 DU1065  HISTORY     - 1967     GOOD             NGS
 DU1065  HISTORY     - 1980     GOOD             NGS
 DU1065
 DU1065                          STATION DESCRIPTION
 DU1065
 DU1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1065'8.35 MI N FROM BUCKHORN.
 DU1065'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1065'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1065'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2 N, R 6
 DU1065'E, 0.3 MILE WEST OF GRANITE REEF DAM, 7 FEET WEST OF THE CENTER LINE
 DU1065'OF THE GRAVELED ROAD, A U.S. RECLAMATION SERVICE DISK SET IN THE TOP
 DU1065'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER THE
 DU1065'SOUTHERN CANAL, 30 FEET EAST OF A GAGING STATION, AND ABOUT LEVEL WITH
 DU1065'THE ROAD.
 DU1065
 DU1065                          STATION RECOVERY (1980)
 DU1065
 DU1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1070 ***********************************************************************
 DU1070  DESIGNATION -  1314.04
 DU1070  PID         -  DU1070
 DU1070  STATE/COUNTY-  AZ/MARICOPA
 DU1070  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1070
 DU1070                         *CURRENT SURVEY CONTROL
 DU1070  ___________________________________________________________________
 DU1070* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1070* NAVD 88     -       400.97   (+/-2cm)    1315.5    (feet)  VERTCON   
 DU1070  ___________________________________________________________________
 DU1070  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1070
 DU1070  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1070
 DU1070.The horizontal coordinates were scaled from a topographic map and have
 DU1070.an estimated accuracy of +/- 6 seconds.
 DU1070
 DU1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1070.The vertical order pertains to the NGVD 29 superseded value.
 DU1070
 DU1070.The geoid height was determined by GEOID03.
 DU1070
 DU1070;                    North         East    Units  Estimated Accuracy
 DU1070;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1070
 DU1070                          SUPERSEDED SURVEY CONTROL
 DU1070
 DU1070  NGVD 29 (??/??/92)  400.386  (m)         1313.60   (f) ADJ UNCH    1 1
 DU1070
 DU1070.Superseded values are not recommended for survey control.
 DU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1070.See file dsdata.txt to determine how the superseded data were derived.
 DU1070
 DU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1070_MARKER: DD = SURVEY DISK
 DU1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1070_SP_SET: RETAINING WALL
 DU1070_STAMPING: 1314.04 6
 DU1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1070
 DU1070  HISTORY     - Date     Condition        Report By
 DU1070  HISTORY     - UNK      MONUMENTED       BOR
 DU1070  HISTORY     - 1948     GOOD             NGS
 DU1070  HISTORY     - 1967     MARK NOT FOUND   BOR
 DU1070  HISTORY     - 1975     GOOD             NGS
 DU1070  HISTORY     - 1980     GOOD             NGS
 DU1070
 DU1070                          STATION DESCRIPTION
 DU1070
 DU1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1070'17.6 MI NE FROM SCOTTSDALE.
 DU1070'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1070'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1070'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1070'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, 102 FEET WEST OF THE
 DU1070'WEST SIDE OF THE DAM, SET ON THE TOP OF A LARGE CONCRETE RETAINING
 DU1070'WALL ON THE NORTH BANK OF THE SALT RIVER, 0.2 FOOT NORTH OF THE SOUTH
 DU1070'EDGE OF THE WALL AND ABOUT LEVEL WITH A ROAD LEADING TO THE DAM.
 DU1070
 DU1070                          STATION RECOVERY (1967)
 DU1070
 DU1070'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1967
 DU1070'MARK NOT FOUND.
 DU1070
 DU1070                          STATION RECOVERY (1975)
 DU1070
 DU1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1070'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1070'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.5
 DU1070'MILES, THENCE 0.85 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE
 DU1070'NORTH ALONG GRAVEL ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD
 DU1070'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, AT THE NORTH SIDE OF
 DU1070'GRANITE REEF DAM, LOCATED AT THE WEST END OF A RETAINING WALL FOR THE
 DU1070'NORTH BANK OF THE SALT RIVER, 150 FEET WEST OF THE GATE HOUSE FOR THE
 DU1070'ARIZONA CANAL.  1/4, SEC 13, T 2N, R6E.
 DU1070
 DU1070                          STATION RECOVERY (1980)
 DU1070
 DU1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1064 ***********************************************************************
 DU1064  DESIGNATION -  1314.14
 DU1064  PID         -  DU1064
 DU1064  STATE/COUNTY-  AZ/MARICOPA
 DU1064  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1064
 DU1064                         *CURRENT SURVEY CONTROL
 DU1064  ___________________________________________________________________
 DU1064* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1064* NAVD 88     -       401.00   (+/-2cm)    1315.6    (feet)  VERTCON   
 DU1064  ___________________________________________________________________
 DU1064  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1064
 DU1064  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1064
 DU1064.The horizontal coordinates were scaled from a topographic map and have
 DU1064.an estimated accuracy of +/- 6 seconds.
 DU1064
 DU1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1064.The vertical order pertains to the NGVD 29 superseded value.
 DU1064
 DU1064.The geoid height was determined by GEOID03.
 DU1064
 DU1064;                    North         East    Units  Estimated Accuracy
 DU1064;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1064
 DU1064                          SUPERSEDED SURVEY CONTROL
 DU1064
 DU1064  NGVD 29 (??/??/92)  400.42   (m)         1313.7    (f) COMPUTED    1 2
 DU1064
 DU1064.Superseded values are not recommended for survey control.
 DU1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1064.See file dsdata.txt to determine how the superseded data were derived.
 DU1064
 DU1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1064_MARKER: DD = SURVEY DISK
 DU1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1064_SP_SET: RETAINING WALL
 DU1064_STAMPING: 1314.14 13
 DU1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1064
 DU1064  HISTORY     - Date     Condition        Report By
 DU1064  HISTORY     - UNK      MONUMENTED       BOR
 DU1064  HISTORY     - 1967     GOOD             NGS
 DU1064  HISTORY     - 1980     GOOD             NGS
 DU1064
 DU1064                          STATION DESCRIPTION
 DU1064
 DU1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1064'8.05 MI N FROM BUCKHORN.
 DU1064'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1064'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1064'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1064'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 125 FEET WEST OF THE
 DU1064'WEST SIDE OF THE DAM, 82 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A
 DU1064'SMALL CONCRETE BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1064'TOP OF A CONCRETE RETAINING WALL WHICH IS ON THE SOUTH BANK OF THE
 DU1064'SALT RIVER, 21 FEET NORTH OF THE NORTH BANK OF THE SOUTHERN CANAL, AND
 DU1064'87 FEET WEST OF BENCH MARK 1314.19 (USRS).
 DU1064
 DU1064                          STATION RECOVERY (1980)
 DU1064
 DU1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1069 ***********************************************************************
 DU1069  DESIGNATION -  1314.14 5
 DU1069  PID         -  DU1069
 DU1069  STATE/COUNTY-  AZ/MARICOPA
 DU1069  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1069
 DU1069                         *CURRENT SURVEY CONTROL
 DU1069  ___________________________________________________________________
 DU1069* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1069* NAVD 88     -       401.02   (+/-2cm)    1315.7    (feet)  VERTCON   
 DU1069  ___________________________________________________________________
 DU1069  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1069
 DU1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1069
 DU1069.The horizontal coordinates were scaled from a topographic map and have
 DU1069.an estimated accuracy of +/- 6 seconds.
 DU1069
 DU1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1069.The vertical order pertains to the NGVD 29 superseded value.
 DU1069
 DU1069.The geoid height was determined by GEOID03.
 DU1069
 DU1069;                    North         East    Units  Estimated Accuracy
 DU1069;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1069
 DU1069                          SUPERSEDED SURVEY CONTROL
 DU1069
 DU1069  NGVD 29 (??/??/92)  400.44   (m)         1313.8    (f) COMPUTED    1 2
 DU1069
 DU1069.Superseded values are not recommended for survey control.
 DU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1069.See file dsdata.txt to determine how the superseded data were derived.
 DU1069
 DU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1069_MARKER: DD = SURVEY DISK
 DU1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1069_SP_SET: RETAINING WALL
 DU1069_STAMPING: 1314.14 5
 DU1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1069
 DU1069  HISTORY     - Date     Condition        Report By
 DU1069  HISTORY     - UNK      MONUMENTED       BOR
 DU1069  HISTORY     - 1948     GOOD             NGS
 DU1069  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1069  HISTORY     - 1980     POOR             NGS
 DU1069
 DU1069                          STATION DESCRIPTION
 DU1069
 DU1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1069'17.6 MI NE FROM SCOTTSDALE.
 DU1069'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1069'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1069'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1069'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, 27.0 FEET WEST OF THE
 DU1069'WEST SIDE OF THE DAM, SET ON TOP AND AT THE WEST END OF A LARGE
 DU1069'CONCRETE RETAINING WALL OF THE ARIZONA CANAL, 0.2 FOOT EAST OF THE
 DU1069'WEST END OF THE CONCRETE WALL AND 0.2 FOOT SOUTH OF THE NORTH EDGE OF
 DU1069'THE WALL.
 DU1069
 DU1069                          STATION RECOVERY (1967)
 DU1069
 DU1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1069'MARK NOT FOUND.
 DU1069
 DU1069                          STATION RECOVERY (1980)
 DU1069
 DU1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1069'MARK WAS FOUND AT DESCRIBED LOCATION BUT WAS MUTILATED TO THE POINT
 DU1069'THAT THE DESIGNATION IS ILLEGIBLE AND NOT LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0202 ***********************************************************************
 DU0202  DESIGNATION -  1314+16.25
 DU0202  PID         -  DU0202
 DU0202  STATE/COUNTY-  AZ/GRAHAM
 DU0202  USGS QUAD   -  CALVA (1989)
 DU0202
 DU0202                         *CURRENT SURVEY CONTROL
 DU0202  ___________________________________________________________________
 DU0202* NAD 83(1986)-  33 10 49.     (N)    110 11 03.     (W)     SCALED    
 DU0202* NAVD 88     -       785.340  (meters)    2576.57   (feet)  ADJUSTED  
 DU0202  ___________________________________________________________________
 DU0202  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU0202  DYNAMIC HT  -         784.273 (meters)    2573.07  (feet)  COMP
 DU0202  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 DU0202
 DU0202  VERT ORDER  -  SECOND    CLASS 0
 DU0202
 DU0202.The horizontal coordinates were scaled from a topographic map and have
 DU0202.an estimated accuracy of +/- 6 seconds.
 DU0202
 DU0202.The orthometric height was determined by differential leveling
 DU0202.and adjusted by the National Geodetic Survey in June 1991..
 DU0202
 DU0202.The geoid height was determined by GEOID03.
 DU0202
 DU0202.The dynamic height is computed by dividing the NAVD 88
 DU0202.geopotential number by the normal gravity value computed on the
 DU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0202.degrees latitude (g = 980.6199 gals.).
 DU0202
 DU0202.The modeled gravity was interpolated from observed gravity values.
 DU0202
 DU0202;                    North         East    Units  Estimated Accuracy
 DU0202;SPC AZ E     -   241,740.      211,730.      MT  (+/- 180 meters Scaled)
 DU0202
 DU0202                          SUPERSEDED SURVEY CONTROL
 DU0202
 DU0202  NGVD 29 (??/??/92)  784.761  (m)         2574.67   (f) ADJ UNCH    2 0
 DU0202
 DU0202.Superseded values are not recommended for survey control.
 DU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0202.See file dsdata.txt to determine how the superseded data were derived.
 DU0202
 DU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB760715(NAD 83)
 DU0202_MARKER: DD = SURVEY DISK
 DU0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0202_SP_SET: CULVERT
 DU0202_STAMPING: 1314+16.25
 DU0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0202
 DU0202  HISTORY     - Date     Condition        Report By
 DU0202  HISTORY     - UNK      MONUMENTED       AZHD
 DU0202  HISTORY     - 1952     GOOD             NGS
 DU0202
 DU0202                          STATION DESCRIPTION
 DU0202
 DU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0202'0.5 MI E FROM CALVA.
 DU0202'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0202'COMPANY RAILROAD STATION AT CALVA, AT THE JUNCTION OF A TRACK ROAD,
 DU0202'LEADING NORTHEAST TO ASH CREEK RANCH, AT A 6 FOOT BY 6 FOOT CONCRETE
 DU0202'TWIN BOX CULVERT, SET IN THE TOP AND IN THE CENTER OF THE SOUTH
 DU0202'CONCRETE HEADWALL, 10.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DU0202'AND ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1063 ***********************************************************************
 DU1063  DESIGNATION -  1314.19
 DU1063  PID         -  DU1063
 DU1063  STATE/COUNTY-  AZ/MARICOPA
 DU1063  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1063
 DU1063                         *CURRENT SURVEY CONTROL
 DU1063  ___________________________________________________________________
 DU1063* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1063* NAVD 88     -       401.014  (meters)    1315.66   (feet)  READJUSTED
 DU1063  ___________________________________________________________________
 DU1063  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1063  DYNAMIC HT  -         400.540 (meters)    1314.11  (feet)  COMP
 DU1063  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1063
 DU1063  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1063
 DU1063.The horizontal coordinates were scaled from a topographic map and have
 DU1063.an estimated accuracy of +/- 6 seconds.
 DU1063
 DU1063.The orthometric height was determined by differential leveling
 DU1063.and adjusted by the National Geodetic Survey in April 1999..
 DU1063.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1063.distribution rate of 0.0 thru 1.0 mm/km.
 DU1063.The height was derived from older observations constrained to new
 DU1063.heights in a crustal motion area.  The height is approximate in
 DU1063.relation to other heights in its vicinity.
 DU1063
 DU1063.The geoid height was determined by GEOID03.
 DU1063
 DU1063.The dynamic height is computed by dividing the NAVD 88
 DU1063.geopotential number by the normal gravity value computed on the
 DU1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1063.degrees latitude (g = 980.6199 gals.).
 DU1063
 DU1063.The modeled gravity was interpolated from observed gravity values.
 DU1063
 DU1063;                    North         East    Units  Estimated Accuracy
 DU1063;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1063
 DU1063                          SUPERSEDED SURVEY CONTROL
 DU1063
 DU1063  NAVD 88 (06/15/91)  401.026  (m)         1315.70   (f) UNKNOWN     1 2
 DU1063  NGVD 29 (??/??/92)  400.444  (m)         1313.79   (f) ADJ UNCH    1 2
 DU1063
 DU1063.Superseded values are not recommended for survey control.
 DU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1063.See file dsdata.txt to determine how the superseded data were derived.
 DU1063
 DU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1063_MARKER: DD = SURVEY DISK
 DU1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1063_SP_SET: DAM WALL
 DU1063_STAMPING: 1314.19 12
 DU1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1063
 DU1063  HISTORY     - Date     Condition        Report By
 DU1063  HISTORY     - UNK      MONUMENTED       BOR
 DU1063  HISTORY     - 1967     GOOD             NGS
 DU1063  HISTORY     - 1980     GOOD             NGS
 DU1063
 DU1063                          STATION DESCRIPTION
 DU1063
 DU1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1063'8.05 MI N FROM BUCKHORN.
 DU1063'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1063'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1063'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1063'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1063'SERVICE DISK SET IN THE TOP OF THE SOUTH EDGE OF THE CONCRETE
 DU1063'RETAINING WALL AT THE NORTH BANK OF THE SOUTHERN CANAL, 13.3 FEET WEST
 DU1063'OF THE WEST END OF THE FOOT OF THE RETAINING WALL AT THE SOUTH
 DU1063'CONCRETE CONTROL BUILDING, 7.2 FEET SOUTH OF THE SOUTH WALL OF A SMALL
 DU1063'CONCRETE BUILDING, 27 FEET WEST OF BENCH MARK 1325.22 (U.S.R.S.), AND
 DU1063'87 FEET EAST OF BENCH MARK 1314.14 (U.S.R.S.).
 DU1063
 DU1063                          STATION RECOVERY (1980)
 DU1063
 DU1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0430 ***********************************************************************
 CZ0430  DESIGNATION -  1316+53
 CZ0430  PID         -  CZ0430
 CZ0430  STATE/COUNTY-  AZ/PINAL
 CZ0430  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0430
 CZ0430                         *CURRENT SURVEY CONTROL
 CZ0430  ___________________________________________________________________
 CZ0430* NAD 83(1986)-  32 44 28.     (N)    111 07 28.     (W)     SCALED    
 CZ0430* NAVD 88     -       835.67   (+/-2cm)    2741.7    (feet)  VERTCON   
 CZ0430  ___________________________________________________________________
 CZ0430  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ0430
 CZ0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0430
 CZ0430.The horizontal coordinates were scaled from a topographic map and have
 CZ0430.an estimated accuracy of +/- 6 seconds.
 CZ0430
 CZ0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0430.The vertical order pertains to the NGVD 29 superseded value.
 CZ0430
 CZ0430.The geoid height was determined by GEOID03.
 CZ0430
 CZ0430;                    North         East    Units  Estimated Accuracy
 CZ0430;SPC AZ C     -   193,320.      287,610.      MT  (+/- 180 meters Scaled)
 CZ0430
 CZ0430                          SUPERSEDED SURVEY CONTROL
 CZ0430
 CZ0430  NGVD 29 (??/??/92)  835.058  (m)         2739.69   (f) ADJ UNCH    2 0
 CZ0430
 CZ0430.Superseded values are not recommended for survey control.
 CZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0430.See file dsdata.txt to determine how the superseded data were derived.
 CZ0430
 CZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB883225(NAD 83)
 CZ0430_MARKER: DD = SURVEY DISK
 CZ0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0430_SP_SET: BRIDGE
 CZ0430_STAMPING: 1316+53 1939 2739.54
 CZ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0430
 CZ0430  HISTORY     - Date     Condition        Report By
 CZ0430  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0430  HISTORY     - 1962     GOOD             NGS
 CZ0430  HISTORY     - 1968     GOOD             NGS
 CZ0430
 CZ0430                          STATION DESCRIPTION
 CZ0430
 CZ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0430'16.55 MI NW FROM ORACLE JUNCTION.
 CZ0430'16.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0430'JUNCTION, 15.4 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, A
 CZ0430'STANDARD DISK SET IN A DRILLHOLE IN THE NORTHEAST HEADWALL OF A
 CZ0430'CONCRETE BRIDGE OVER BOGARD WASH.
 CZ0430
 CZ0430                          STATION RECOVERY (1968)
 CZ0430
 CZ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0624 ***********************************************************************
 ER0624  DESIGNATION -  132 BKC
 ER0624  PID         -  ER0624
 ER0624  STATE/COUNTY-  AZ/APACHE
 ER0624  USGS QUAD   -  THE RINCON (1971)
 ER0624
 ER0624                         *CURRENT SURVEY CONTROL
 ER0624  ___________________________________________________________________
 ER0624* NAD 83(1986)-  34 17 54.     (N)    109 03 00.     (W)     SCALED    
 ER0624* NAVD 88     -      2106.245  (meters)    6910.24   (feet)  ADJUSTED  
 ER0624  ___________________________________________________________________
 ER0624  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ER0624  DYNAMIC HT  -        2102.993 (meters)    6899.57  (feet)  COMP
 ER0624  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 ER0624
 ER0624  VERT ORDER  -  SECOND    CLASS 0
 ER0624
 ER0624.The horizontal coordinates were scaled from a topographic map and have
 ER0624.an estimated accuracy of +/- 6 seconds.
 ER0624
 ER0624.The orthometric height was determined by differential leveling
 ER0624.and adjusted by the National Geodetic Survey in June 1991..
 ER0624
 ER0624.The geoid height was determined by GEOID03.
 ER0624
 ER0624.The dynamic height is computed by dividing the NAVD 88
 ER0624.geopotential number by the normal gravity value computed on the
 ER0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0624.degrees latitude (g = 980.6199 gals.).
 ER0624
 ER0624.The modeled gravity was interpolated from observed gravity values.
 ER0624
 ER0624;                    North         East    Units  Estimated Accuracy
 ER0624;SPC AZ E     -   366,310.      316,150.      MT  (+/- 180 meters Scaled)
 ER0624
 ER0624                          SUPERSEDED SURVEY CONTROL
 ER0624
 ER0624.No superseded survey control is available for this station.
 ER0624
 ER0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC794969(NAD 83)
 ER0624_MARKER: DB = BENCH MARK DISK
 ER0624_SETTING: 66 = SET IN ROCK OUTCROP
 ER0624_SP_SET: ROCK OUTCROP
 ER0624_STAMPING: 132 BKC 1968 6907
 ER0624_MARK LOGO: USGS  
 ER0624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0624+STABILITY: POSITION/ELEVATION WELL
 ER0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0624+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0624
 ER0624  HISTORY     - Date     Condition        Report By
 ER0624  HISTORY     - 1968     MONUMENTED       USGS
 ER0624
 ER0624                          STATION DESCRIPTION
 ER0624
 ER0624'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0624'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0624'EAST ALONG U S HIGHWAY 60, THENCE 9.6 MILES NORTH ALONG A DIRT ROAD,
 ER0624'37 FEET WEST OF THE ROAD, 20 FEET NORTHWEST OF A WITNESS POST, SET IN
 ER0624'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0701 ***********************************************************************
 GP0701  DESIGNATION -  132 DOR
 GP0701  PID         -  GP0701
 GP0701  STATE/COUNTY-  AZ/NAVAJO
 GP0701  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0701
 GP0701                         *CURRENT SURVEY CONTROL
 GP0701  ___________________________________________________________________
 GP0701* NAD 83(1986)-  36 40 49.     (N)    110 34 24.     (W)     SCALED    
 GP0701* NAVD 88     -      2099.110  (meters)    6886.83   (feet)  ADJUSTED  
 GP0701  ___________________________________________________________________
 GP0701  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0701  DYNAMIC HT  -        2096.416 (meters)    6877.99  (feet)  COMP
 GP0701  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 GP0701
 GP0701  VERT ORDER  -  SECOND    CLASS 0
 GP0701
 GP0701.The horizontal coordinates were scaled from a topographic map and have
 GP0701.an estimated accuracy of +/- 6 seconds.
 GP0701
 GP0701.The orthometric height was determined by differential leveling
 GP0701.and adjusted by the National Geodetic Survey in June 1991..
 GP0701
 GP0701.The geoid height was determined by GEOID03.
 GP0701
 GP0701.The dynamic height is computed by dividing the NAVD 88
 GP0701.geopotential number by the normal gravity value computed on the
 GP0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0701.degrees latitude (g = 980.6199 gals.).
 GP0701
 GP0701.The modeled gravity was interpolated from observed gravity values.
 GP0701
 GP0701;                    North         East    Units  Estimated Accuracy
 GP0701;SPC AZ E     -   630,070.      177,010.      MT  (+/- 180 meters Scaled)
 GP0701
 GP0701                          SUPERSEDED SURVEY CONTROL
 GP0701
 GP0701.No superseded survey control is available for this station.
 GP0701
 GP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF381594(NAD 83)
 GP0701_MARKER: DB = BENCH MARK DISK
 GP0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0701_SP_SET: COPPER-CLAD STEEL ROD
 GP0701_STAMPING: 132 DOR 1969 6883
 GP0701_MARK LOGO: USGS  
 GP0701_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0701+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0701
 GP0701  HISTORY     - Date     Condition        Report By
 GP0701  HISTORY     - 1969     MONUMENTED       USGS
 GP0701
 GP0701                          STATION DESCRIPTION
 GP0701
 GP0701'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0701'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0701'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0701'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0701'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 3.1 MILES NORTHWEST
 GP0701'ALONG THE TALL MOUNTAIN ROAD, 0.1 MILE EAST OF A WINDMILL, 25 FEET
 GP0701'SOUTH AND 1 FOOT HIGHER THAN THE ROAD, 2 FEET NORTH OF A WITNESS, SET
 GP0701'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0701'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0294 ***********************************************************************
 FS0294  DESIGNATION -  1323+08.8
 FS0294  PID         -  FS0294
 FS0294  STATE/COUNTY-  AZ/MOHAVE
 FS0294  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0294
 FS0294                         *CURRENT SURVEY CONTROL
 FS0294  ___________________________________________________________________
 FS0294* NAD 83(1986)-  35 40 40.     (N)    114 27 57.     (W)     SCALED    
 FS0294* NAVD 88     -       760.268  (meters)    2494.31   (feet)  POSTED    
 FS0294  ___________________________________________________________________
 FS0294  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0294  DYNAMIC HT  -         759.440 (meters)    2491.60  (feet)  COMP
 FS0294  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FS0294
 FS0294  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0294
 FS0294.The horizontal coordinates were scaled from a topographic map and have
 FS0294.an estimated accuracy of +/- 6 seconds.
 FS0294
 FS0294.The orthometric height was determined by differential leveling
 FS0294.and adjusted by the National Geodetic Survey in 1992..
 FS0294.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0294.rate of 2.1 thru 3.0 mm/km.
 FS0294
 FS0294.The geoid height was determined by GEOID03.
 FS0294
 FS0294.The dynamic height is computed by dividing the NAVD 88
 FS0294.geopotential number by the normal gravity value computed on the
 FS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0294.degrees latitude (g = 980.6199 gals.).
 FS0294
 FS0294.The modeled gravity was interpolated from observed gravity values.
 FS0294
 FS0294;                    North         East    Units  Estimated Accuracy
 FS0294;SPC AZ W     -   519,020.      148,560.      MT  (+/- 180 meters Scaled)
 FS0294
 FS0294                          SUPERSEDED SURVEY CONTROL
 FS0294
 FS0294  NGVD 29 (??/??/92)  759.56   (m)         2492.0    (f) COMPUTED    1 1
 FS0294
 FS0294.Superseded values are not recommended for survey control.
 FS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0294.See file dsdata.txt to determine how the superseded data were derived.
 FS0294
 FS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV293511(NAD 83)
 FS0294_MARKER: DB = BENCH MARK DISK
 FS0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0294_SP_SET: CULVERT
 FS0294_STAMPING: 2493.31 1323+08.8 1940
 FS0294_MARK LOGO: AZHD  
 FS0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0294
 FS0294  HISTORY     - Date     Condition        Report By
 FS0294  HISTORY     - 1940     MONUMENTED       AZHD
 FS0294  HISTORY     - 1949     GOOD             NGS
 FS0294  HISTORY     - 1982     GOOD             NGS
 FS0294
 FS0294                          STATION DESCRIPTION
 FS0294
 FS0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0294'22.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0294'22.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0294'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0294'OF MILEPOST 30, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0294'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 35.2
 FS0294'FEET NORTHEAST OF B.M. D 256, 15.2 FEET NORTHEAST OF THE CENTER
 FS0294'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0294
 FS0294                          STATION RECOVERY (1982)
 FS0294
 FS0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0294'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1535 ***********************************************************************
 DU1535  DESIGNATION -  1325.13
 DU1535  PID         -  DU1535
 DU1535  STATE/COUNTY-  AZ/MARICOPA
 DU1535  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1535
 DU1535                         *CURRENT SURVEY CONTROL
 DU1535  ___________________________________________________________________
 DU1535* NAD 83(1986)-  33 31 00.     (N)    111 41 32.     (W)     SCALED    
 DU1535* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1535  ___________________________________________________________________
 DU1535  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1535
 DU1535  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1535
 DU1535.The horizontal coordinates were scaled from a topographic map and have
 DU1535.an estimated accuracy of +/- 6 seconds.
 DU1535
 DU1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1535.The vertical order pertains to the NGVD 29 superseded value.
 DU1535
 DU1535.The geoid height was determined by GEOID03.
 DU1535
 DU1535;                    North         East    Units  Estimated Accuracy
 DU1535;SPC AZ C     -   279,070.      234,210.      MT  (+/- 180 meters Scaled)
 DU1535
 DU1535                          SUPERSEDED SURVEY CONTROL
 DU1535
 DU1535  NGVD 29 (??/??/92)  403.796  (m)         1324.79   (f) ADJ UNCH    1 1
 DU1535
 DU1535.Superseded values are not recommended for survey control.
 DU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1535.See file dsdata.txt to determine how the superseded data were derived.
 DU1535
 DU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357087(NAD 83)
 DU1535_MARKER: DD = SURVEY DISK
 DU1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1535_SP_SET: BLOCK
 DU1535_STAMPING: 1325.13 3 PHX. DATUM
 DU1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1535
 DU1535  HISTORY     - Date     Condition        Report By
 DU1535  HISTORY     - UNK      MONUMENTED       BOR
 DU1535  HISTORY     - 1975     GOOD             NGS
 DU1535
 DU1535                          STATION DESCRIPTION
 DU1535
 DU1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1535'17.6 MI NE FROM SCOTTSDALE.
 DU1535'ABOUT 2.6 MILES NORTH ALONG SCOTTSDALE RD. FROM THE POST OFFICE IN
 DU1535'SCOTTSDALE THENCE 0.5 MILES EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1535'MILES EAST ALONG A DIRT ROAD PARALLELLING THE SOUTH SIDE OF THE
 DU1535'ARIZONA CANAL, AT THE NORTH END OF GRANITE REEF DAM SET IN THE
 DU1535'SOUTHWEST CORNER OF AN ELEVATED BLOCK WHICH CONTAINS THE CONCRETE GATE
 DU1535'HOUSE FOR THE ARIZONA CANAL.  SECTION 13, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1061 ***********************************************************************
 DU1061  DESIGNATION -  1325.16
 DU1061  PID         -  DU1061
 DU1061  STATE/COUNTY-  AZ/MARICOPA
 DU1061  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1061
 DU1061                         *CURRENT SURVEY CONTROL
 DU1061  ___________________________________________________________________
 DU1061* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1061* NAVD 88     -       404.368  (meters)    1326.66   (feet)  READJUSTED
 DU1061  ___________________________________________________________________
 DU1061  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1061  DYNAMIC HT  -         403.890 (meters)    1325.10  (feet)  COMP
 DU1061  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1061
 DU1061  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1061
 DU1061.The horizontal coordinates were scaled from a topographic map and have
 DU1061.an estimated accuracy of +/- 6 seconds.
 DU1061
 DU1061.The orthometric height was determined by differential leveling
 DU1061.and adjusted by the National Geodetic Survey in April 1999..
 DU1061.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1061.distribution rate of 0.0 thru 1.0 mm/km.
 DU1061.The height was derived from older observations constrained to new
 DU1061.heights in a crustal motion area.  The height is approximate in
 DU1061.relation to other heights in its vicinity.
 DU1061
 DU1061.The geoid height was determined by GEOID03.
 DU1061
 DU1061.The dynamic height is computed by dividing the NAVD 88
 DU1061.geopotential number by the normal gravity value computed on the
 DU1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1061.degrees latitude (g = 980.6199 gals.).
 DU1061
 DU1061.The modeled gravity was interpolated from observed gravity values.
 DU1061
 DU1061;                    North         East    Units  Estimated Accuracy
 DU1061;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1061
 DU1061                          SUPERSEDED SURVEY CONTROL
 DU1061
 DU1061  NAVD 88 (06/15/91)  404.380  (m)         1326.70   (f) UNKNOWN     1 1
 DU1061  NGVD 29 (??/??/92)  403.797  (m)         1324.79   (f) ADJ UNCH    1 1
 DU1061
 DU1061.Superseded values are not recommended for survey control.
 DU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1061.See file dsdata.txt to determine how the superseded data were derived.
 DU1061
 DU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1061_MARKER: DD = SURVEY DISK
 DU1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1061_SP_SET: WALL
 DU1061_STAMPING: 1325.16 10
 DU1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1061
 DU1061  HISTORY     - Date     Condition        Report By
 DU1061  HISTORY     - UNK      MONUMENTED       BOR
 DU1061  HISTORY     - 1967     GOOD             NGS
 DU1061  HISTORY     - 1975     GOOD             NGS
 DU1061  HISTORY     - 1980     GOOD             NGS
 DU1061
 DU1061                          STATION DESCRIPTION
 DU1061
 DU1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1061'8.05 MI N FROM BUCKHORN.
 DU1061'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1061'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1061'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1061'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE
 DU1061'NORTHWEST CORNER OF A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION
 DU1061'SERVICE DISK SET IN THE TOP AND 0.2 FOOT EAST OF THE WEST END OF A
 DU1061'CONCRETE RETAINING WALL AT THE CONTROL BUILDING, AND 53 1/2 FEET WEST
 DU1061'OF BENCH MARK GRANITE REEF R.M. NO. 1.
 DU1061
 DU1061                          STATION RECOVERY (1975)
 DU1061
 DU1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1061'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1061'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1061'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, AT THE
 DU1061'SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE NORTHWEST CORNER OF
 DU1061'A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN
 DU1061'THE TOP AND 0.2 FEET EAST OF THE WEST END OF A CONCRETE RETAINING WALL
 DU1061'AT THE CONTROL BUILDING, AND 53 1/2 FEET WEST OF BENCH MARK GRANITE
 DU1061'REEF R.M. NO. 1.  1/4, SEC 16, T 2N, R 6E.
 DU1061
 DU1061                          STATION RECOVERY (1980)
 DU1061
 DU1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1067 ***********************************************************************
 DU1067  DESIGNATION -  1325.17 1
 DU1067  PID         -  DU1067
 DU1067  STATE/COUNTY-  AZ/MARICOPA
 DU1067  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1067
 DU1067                         *CURRENT SURVEY CONTROL
 DU1067  ___________________________________________________________________
 DU1067* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1067* NAVD 88     -       404.39   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1067  ___________________________________________________________________
 DU1067  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1067
 DU1067  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1067
 DU1067.The horizontal coordinates were scaled from a topographic map and have
 DU1067.an estimated accuracy of +/- 6 seconds.
 DU1067
 DU1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1067.The vertical order pertains to the NGVD 29 superseded value.
 DU1067
 DU1067.The geoid height was determined by GEOID03.
 DU1067
 DU1067;                    North         East    Units  Estimated Accuracy
 DU1067;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1067
 DU1067                          SUPERSEDED SURVEY CONTROL
 DU1067
 DU1067  NGVD 29 (??/??/92)  403.809  (m)         1324.83   (f) ADJ UNCH    1 1
 DU1067
 DU1067.Superseded values are not recommended for survey control.
 DU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1067.See file dsdata.txt to determine how the superseded data were derived.
 DU1067
 DU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1067_MARKER: DD = SURVEY DISK
 DU1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1067_SP_SET: WALK
 DU1067_STAMPING: 1325.17 1
 DU1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1067
 DU1067  HISTORY     - Date     Condition        Report By
 DU1067  HISTORY     - UNK      MONUMENTED       BOR
 DU1067  HISTORY     - 1948     GOOD             NGS
 DU1067  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1067  HISTORY     - 1975     GOOD             NGS
 DU1067  HISTORY     - 1980     GOOD             NGS
 DU1067
 DU1067                          STATION DESCRIPTION
 DU1067
 DU1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1067'17.6 MI NE FROM SCOTTSDALE.
 DU1067'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1067'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1067'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1067'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE EAST END OF THE
 DU1067'DAM, AT THE EAST END AND AT THE NORTH EDGE OF A CONCRETE WALK ACROSS
 DU1067'THE DAM, 1.2 FEET WEST OF THE EAST END OF THE CONCRETE WALK AND IN
 DU1067'LINE WITH AN IRON GUARD RAIL ON THE NORTH SIDE OF THE WALK.
 DU1067
 DU1067                          STATION RECOVERY (1967)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1067'MARK NOT FOUND.
 DU1067
 DU1067                          STATION RECOVERY (1975)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1067'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1067'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.5
 DU1067'MILES, THENCE 0.85 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE
 DU1067'NORTH ALONG GRAVEL ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD
 DU1067'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, AT THE EAST SIDE OF
 DU1067'THE ARIZONA CANAL OUTLET FROM THE DAM AND ABOUT 3 FEET NORTH OF THE
 DU1067'CANAL ENTRANCE GATES.  1/4, SEC 13, T 2N, R 6E.
 DU1067
 DU1067                          STATION RECOVERY (1980)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1066 ***********************************************************************
 DU1066  DESIGNATION -  1325.17 2
 DU1066  PID         -  DU1066
 DU1066  STATE/COUNTY-  AZ/MARICOPA
 DU1066  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1066
 DU1066                         *CURRENT SURVEY CONTROL
 DU1066  ___________________________________________________________________
 DU1066* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1066* NAVD 88     -       404.39   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1066  ___________________________________________________________________
 DU1066  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1066
 DU1066  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1066
 DU1066.The horizontal coordinates were scaled from a topographic map and have
 DU1066.an estimated accuracy of +/- 6 seconds.
 DU1066
 DU1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1066.The vertical order pertains to the NGVD 29 superseded value.
 DU1066
 DU1066.The geoid height was determined by GEOID03.
 DU1066
 DU1066;                    North         East    Units  Estimated Accuracy
 DU1066;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1066
 DU1066                          SUPERSEDED SURVEY CONTROL
 DU1066
 DU1066  NGVD 29 (??/??/92)  403.81   (m)         1324.8    (f) COMPUTED    1 2
 DU1066
 DU1066.Superseded values are not recommended for survey control.
 DU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1066.See file dsdata.txt to determine how the superseded data were derived.
 DU1066
 DU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1066_MARKER: DD = SURVEY DISK
 DU1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1066_SP_SET: RETAINING WALL
 DU1066_STAMPING: 1325.17 2
 DU1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1066
 DU1066  HISTORY     - Date     Condition        Report By
 DU1066  HISTORY     - UNK      MONUMENTED       BOR
 DU1066  HISTORY     - 1948     GOOD             NGS
 DU1066  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1066  HISTORY     - 1980     GOOD             NGS
 DU1066
 DU1066                          STATION DESCRIPTION
 DU1066
 DU1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1066'17.6 MI NE FROM SCOTTSDALE.
 DU1066'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1066'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1066'MILES EAST ALONG A DIRT ROAD PARALLELLING THE SOUTH SIDE OF THE
 DU1066'ARIZONA CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE EAST END
 DU1066'OF THE NORTH-SOUTH CONCRETE RETAINING WALL OF THE DAM, 0.2 FOOT WEST
 DU1066'OF THE EAST END OF THE WALL AND 0.2 FOOT NORTH OF THE SOUTH EDGE OF
 DU1066'THE WALL.
 DU1066
 DU1066                          STATION RECOVERY (1967)
 DU1066
 DU1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1066'MARK NOT FOUND.
 DU1066
 DU1066                          STATION RECOVERY (1980)
 DU1066
 DU1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1068 ***********************************************************************
 DU1068  DESIGNATION -  1325.18
 DU1068  PID         -  DU1068
 DU1068  STATE/COUNTY-  AZ/MARICOPA
 DU1068  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1068
 DU1068                         *CURRENT SURVEY CONTROL
 DU1068  ___________________________________________________________________
 DU1068* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1068* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1068  ___________________________________________________________________
 DU1068  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1068
 DU1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1068
 DU1068.The horizontal coordinates were scaled from a topographic map and have
 DU1068.an estimated accuracy of +/- 6 seconds.
 DU1068
 DU1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1068.The vertical order pertains to the NGVD 29 superseded value.
 DU1068
 DU1068.The geoid height was determined by GEOID03.
 DU1068
 DU1068;                    North         East    Units  Estimated Accuracy
 DU1068;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1068
 DU1068                          SUPERSEDED SURVEY CONTROL
 DU1068
 DU1068  NGVD 29 (??/??/92)  403.80   (m)         1324.8    (f) COMPUTED    1 2
 DU1068
 DU1068.Superseded values are not recommended for survey control.
 DU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1068.See file dsdata.txt to determine how the superseded data were derived.
 DU1068
 DU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1068_MARKER: DD = SURVEY DISK
 DU1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1068_SP_SET: WALL
 DU1068_STAMPING: 1325.18 3
 DU1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1068
 DU1068  HISTORY     - Date     Condition        Report By
 DU1068  HISTORY     - UNK      MONUMENTED       BOR
 DU1068  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1068  HISTORY     - 1980     GOOD             NGS
 DU1068
 DU1068                          STATION DESCRIPTION
 DU1068
 DU1068'DESCRIBED BY US BUREAU OF RECLAMATION UNK
 DU1068'17.6 MI NE FROM SCOTTSDALE.
 DU1068'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1068'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1068'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1068'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE SOUTHWEST CORNER
 DU1068'OF A LARGE CONCRETE WALL OF THE DAM, 13.5 FEET SOUTHWEST OF THE
 DU1068'SOUTHWEST CORNER OF A CONCRETE HOUSE ON THE DAM, SET ON TOP AND AT THE
 DU1068'WEST END OF THE WALL AND 0.2 FOOT EAST OF THE WEST END OF THE WALL.
 DU1068
 DU1068                          STATION RECOVERY (1967)
 DU1068
 DU1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1068'MARK NOT FOUND.
 DU1068
 DU1068                          STATION RECOVERY (1980)
 DU1068
 DU1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1057 ***********************************************************************
 DU1057  DESIGNATION -  1325.21
 DU1057  PID         -  DU1057
 DU1057  STATE/COUNTY-  AZ/MARICOPA
 DU1057  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1057
 DU1057                         *CURRENT SURVEY CONTROL
 DU1057  ___________________________________________________________________
 DU1057* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1057* NAVD 88     -       404.378  (meters)    1326.70   (feet)  READJUSTED
 DU1057  ___________________________________________________________________
 DU1057  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1057  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1057  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1057
 DU1057  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1057
 DU1057.The horizontal coordinates were scaled from a topographic map and have
 DU1057.an estimated accuracy of +/- 6 seconds.
 DU1057
 DU1057.The orthometric height was determined by differential leveling
 DU1057.and adjusted by the National Geodetic Survey in April 1999..
 DU1057.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1057.distribution rate of 0.0 thru 1.0 mm/km.
 DU1057.The height was derived from older observations constrained to new
 DU1057.heights in a crustal motion area.  The height is approximate in
 DU1057.relation to other heights in its vicinity.
 DU1057
 DU1057.The geoid height was determined by GEOID03.
 DU1057
 DU1057.The dynamic height is computed by dividing the NAVD 88
 DU1057.geopotential number by the normal gravity value computed on the
 DU1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1057.degrees latitude (g = 980.6199 gals.).
 DU1057
 DU1057.The modeled gravity was interpolated from observed gravity values.
 DU1057
 DU1057;                    North         East    Units  Estimated Accuracy
 DU1057;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1057
 DU1057                          SUPERSEDED SURVEY CONTROL
 DU1057
 DU1057  NAVD 88 (06/15/91)  404.389  (m)         1326.73   (f) UNKNOWN     1 1
 DU1057  NGVD 29 (??/??/92)  403.807  (m)         1324.82   (f) ADJ UNCH    1 1
 DU1057
 DU1057.Superseded values are not recommended for survey control.
 DU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1057.See file dsdata.txt to determine how the superseded data were derived.
 DU1057
 DU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1057_MARKER: DD = SURVEY DISK
 DU1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1057_SP_SET: RETAINING WALL
 DU1057_STAMPING: 1325.21 8
 DU1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1057
 DU1057  HISTORY     - Date     Condition        Report By
 DU1057  HISTORY     - UNK      MONUMENTED       BOR
 DU1057  HISTORY     - 1967     GOOD             NGS
 DU1057  HISTORY     - 1975     GOOD             NGS
 DU1057  HISTORY     - 1981     GOOD             NGS
 DU1057
 DU1057                          STATION DESCRIPTION
 DU1057
 DU1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1057'8.05 MI N FROM BUCKHORN.
 DU1057'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1057'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1057'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1057'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1057'SERVICE DISK SET IN THE TOP OF A CONCRETE RETAINING WALL WHICH IS ON
 DU1057'THE SOUTH BANK OF THE SALT RIVER, 131 1/2 FEET EAST OF THE NORTHEAST
 DU1057'CORNER OF THE CONCRETE CONTROL BUILDING, 12 1/2 FEET SOUTH OF A GAGING
 DU1057'STATION, AND 2.7 FEET EAST OF THE EAST EDGE OF A CATWALK WHICH LEADS
 DU1057'TO THE GAGING STATION.
 DU1057
 DU1057                          STATION RECOVERY (1975)
 DU1057
 DU1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1057'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1057'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1057'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1057'END OF GRANITE REEF DAM, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1057'TOP OF A CONCRETE RETAINING WALL WHICH IS ON THE SOUTH BANK OF THE
 DU1057'SALT RIVER, 131 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 DU1057'CONTROL BUILDING, 12 1/2 FEET SOUTH OF A GAGING STATION, AND 2.7 FEET
 DU1057'EAST OF THE EAST EDGE OF A CATWALK WHICH LEADS TO THE GAGING STATION.
 DU1057'1/4, SEC 13, T 2N, R 6E.
 DU1057
 DU1057                          STATION RECOVERY (1981)
 DU1057
 DU1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1062 ***********************************************************************
 DU1062  DESIGNATION -  1325.22
 DU1062  PID         -  DU1062
 DU1062  STATE/COUNTY-  AZ/MARICOPA
 DU1062  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1062
 DU1062                         *CURRENT SURVEY CONTROL
 DU1062  ___________________________________________________________________
 DU1062* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1062* NAVD 88     -       404.383  (meters)    1326.71   (feet)  READJUSTED
 DU1062  ___________________________________________________________________
 DU1062  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1062  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1062  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1062
 DU1062  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1062
 DU1062.The horizontal coordinates were scaled from a topographic map and have
 DU1062.an estimated accuracy of +/- 6 seconds.
 DU1062
 DU1062.The orthometric height was determined by differential leveling
 DU1062.and adjusted by the National Geodetic Survey in April 1999..
 DU1062.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1062.distribution rate of 0.0 thru 1.0 mm/km.
 DU1062.The height was derived from older observations constrained to new
 DU1062.heights in a crustal motion area.  The height is approximate in
 DU1062.relation to other heights in its vicinity.
 DU1062
 DU1062.The geoid height was determined by GEOID03.
 DU1062
 DU1062.The dynamic height is computed by dividing the NAVD 88
 DU1062.geopotential number by the normal gravity value computed on the
 DU1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1062.degrees latitude (g = 980.6199 gals.).
 DU1062
 DU1062.The modeled gravity was interpolated from observed gravity values.
 DU1062
 DU1062;                    North         East    Units  Estimated Accuracy
 DU1062;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1062
 DU1062                          SUPERSEDED SURVEY CONTROL
 DU1062
 DU1062  NAVD 88 (06/15/91)  404.394  (m)         1326.75   (f) UNKNOWN     1 1
 DU1062  NGVD 29 (??/??/92)  403.812  (m)         1324.84   (f) ADJ UNCH    1 1
 DU1062
 DU1062.Superseded values are not recommended for survey control.
 DU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1062.See file dsdata.txt to determine how the superseded data were derived.
 DU1062
 DU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1062_MARKER: DD = SURVEY DISK
 DU1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1062_SP_SET: WALL
 DU1062_STAMPING: 1325.22 11
 DU1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1062
 DU1062  HISTORY     - Date     Condition        Report By
 DU1062  HISTORY     - UNK      MONUMENTED       BOR
 DU1062  HISTORY     - 1967     GOOD             NGS
 DU1062  HISTORY     - 1975     GOOD             NGS
 DU1062  HISTORY     - 1980     GOOD             NGS
 DU1062
 DU1062                          STATION DESCRIPTION
 DU1062
 DU1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1062'8.05 MI N FROM BUCKHORN.
 DU1062'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1062'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1062'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1062'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE
 DU1062'SOUTHWEST CORNER OF A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION
 DU1062'SERVICE DISK SET IN THE TOP AND 0.3 FOOT EAST OF THE WEST END OF THE
 DU1062'SOUTH CONCRETE RETAINING WALL AT THE CONTROL BUILDING, AND 31 FEET
 DU1062'SOUTH OF BENCH MARK 1325.16 (U.S.R.S.).
 DU1062
 DU1062                          STATION RECOVERY (1975)
 DU1062
 DU1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1062'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1062'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1062'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1062'END OF GRANITE REEF DAM, 13 FEET WEST OF THE SOUTHWEST CORNER OF A
 DU1062'CONCRETE CONTROL BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1062'TOP AND 0.13 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE RETAINING
 DU1062'WALL AT THE CONTROL BUILDING, AND 31 FEET SOUTH OF BENCH MARK 1325.16
 DU1062'(U.S.R.S.).  1/4, SEC 13, T 2N, R 6E.
 DU1062
 DU1062                          STATION RECOVERY (1980)
 DU1062
 DU1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1058 ***********************************************************************
 DU1058  DESIGNATION -  1325.24
 DU1058  PID         -  DU1058
 DU1058  STATE/COUNTY-  AZ/MARICOPA
 DU1058  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1058
 DU1058                         *CURRENT SURVEY CONTROL
 DU1058  ___________________________________________________________________
 DU1058* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1058* NAVD 88     -       404.390  (meters)    1326.74   (feet)  READJUSTED
 DU1058  ___________________________________________________________________
 DU1058  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1058  DYNAMIC HT  -         403.910 (meters)    1325.16  (feet)  COMP
 DU1058  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1058
 DU1058  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1058
 DU1058.The horizontal coordinates were scaled from a topographic map and have
 DU1058.an estimated accuracy of +/- 6 seconds.
 DU1058
 DU1058.The orthometric height was determined by differential leveling
 DU1058.and adjusted by the National Geodetic Survey in April 1999..
 DU1058.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1058.distribution rate of 0.0 thru 1.0 mm/km.
 DU1058.The height was derived from older observations constrained to new
 DU1058.heights in a crustal motion area.  The height is approximate in
 DU1058.relation to other heights in its vicinity.
 DU1058
 DU1058.The geoid height was determined by GEOID03.
 DU1058
 DU1058.The dynamic height is computed by dividing the NAVD 88
 DU1058.geopotential number by the normal gravity value computed on the
 DU1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1058.degrees latitude (g = 980.6199 gals.).
 DU1058
 DU1058.The modeled gravity was interpolated from observed gravity values.
 DU1058
 DU1058;                    North         East    Units  Estimated Accuracy
 DU1058;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1058
 DU1058                          SUPERSEDED SURVEY CONTROL
 DU1058
 DU1058  NAVD 88 (06/15/91)  404.402  (m)         1326.78   (f) UNKNOWN     1 1
 DU1058  NGVD 29 (??/??/92)  403.819  (m)         1324.86   (f) ADJ UNCH    1 1
 DU1058
 DU1058.Superseded values are not recommended for survey control.
 DU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1058.See file dsdata.txt to determine how the superseded data were derived.
 DU1058
 DU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1058_MARKER: DD = SURVEY DISK
 DU1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1058_SP_SET: DAM
 DU1058_STAMPING: 1325.24 9
 DU1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1058
 DU1058  HISTORY     - Date     Condition        Report By
 DU1058  HISTORY     - UNK      MONUMENTED       BOR
 DU1058  HISTORY     - 1967     GOOD             NGS
 DU1058  HISTORY     - 1975     GOOD             NGS
 DU1058  HISTORY     - 1981     GOOD             NGS
 DU1058
 DU1058                          STATION DESCRIPTION
 DU1058
 DU1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1058'8.05 MI N FROM BUCKHORN.
 DU1058'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1058'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1058'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1058'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1058'SERVICE DISK SET IN THE TOP AND 5.5 FEET SOUTH OF THE NORTH END OF THE
 DU1058'EAST CONCRETE WALL OF THE DAM, AT THE EAST END OF A CATWALK WHICH
 DU1058'PASSES OVER THE DAM, 75 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE
 DU1058'CONCRETE CONTROL BUILDING, AND 56 FEET WEST OF BENCH MARK 1325.21
 DU1058'(U.S.R.S.).
 DU1058
 DU1058                          STATION RECOVERY (1975)
 DU1058
 DU1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1058'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1058'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1058'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1058'END OF GRANITE REEF DAM, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1058'TOP AND 5.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE WALL OF
 DU1058'THE DAM, AT THE EAST END OF A CATWALK WHICH PASSES OVER THE DAM, 75
 DU1058'1/2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE CONTROL
 DU1058'BUILDING, AND 56 FEET WEST OF BENCH MARK 1325.21 (U.S.R.S.).  1/4, SEC
 DU1058'13, T 2N, R 6E.
 DU1058
 DU1058                          STATION RECOVERY (1981)
 DU1058
 DU1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0303 ***********************************************************************
 DA0303  DESIGNATION -  1326.61
 DA0303  PID         -  DA0303
 DA0303  STATE/COUNTY-  AZ/PIMA
 DA0303  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA0303
 DA0303                         *CURRENT SURVEY CONTROL
 DA0303  ___________________________________________________________________
 DA0303* NAD 83(1986)-  32 29 55.     (N)    112 52 51.     (W)     SCALED    
 DA0303* NAVD 88     -       404.727  (meters)    1327.84   (feet)  ADJUSTED  
 DA0303  ___________________________________________________________________
 DA0303  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0303  DYNAMIC HT  -         404.225 (meters)    1326.19  (feet)  COMP
 DA0303  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 DA0303
 DA0303  VERT ORDER  -  FIRST     CLASS II
 DA0303
 DA0303.The horizontal coordinates were scaled from a topographic map and have
 DA0303.an estimated accuracy of +/- 6 seconds.
 DA0303
 DA0303.The orthometric height was determined by differential leveling
 DA0303.and adjusted by the National Geodetic Survey in June 1991..
 DA0303
 DA0303.The geoid height was determined by GEOID03.
 DA0303
 DA0303.The dynamic height is computed by dividing the NAVD 88
 DA0303.geopotential number by the normal gravity value computed on the
 DA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0303.degrees latitude (g = 980.6199 gals.).
 DA0303
 DA0303.The modeled gravity was interpolated from observed gravity values.
 DA0303
 DA0303;                    North         East    Units  Estimated Accuracy
 DA0303;SPC AZ C     -   166,560.      122,760.      MT  (+/- 180 meters Scaled)
 DA0303
 DA0303                          SUPERSEDED SURVEY CONTROL
 DA0303
 DA0303  NGVD 29 (??/??/92)  404.067  (m)         1325.68   (f) ADJ UNCH    1 2
 DA0303
 DA0303.Superseded values are not recommended for survey control.
 DA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0303.See file dsdata.txt to determine how the superseded data were derived.
 DA0303
 DA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233972(NAD 83)
 DA0303_MARKER: DD = SURVEY DISK
 DA0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0303_SP_SET: CURB
 DA0303_STAMPING: 484 + 80.8 1326.61 1938
 DA0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0303+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0303
 DA0303  HISTORY     - Date     Condition        Report By
 DA0303  HISTORY     - 1938     MONUMENTED       AZHD
 DA0303  HISTORY     - 1953     GOOD             NGS
 DA0303  HISTORY     - 1980     GOOD             NGS
 DA0303  HISTORY     - 20060218 GOOD             USPSQD
 DA0303
 DA0303                          STATION DESCRIPTION
 DA0303
 DA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0303'9.8 MI N FROM AJO.
 DA0303'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0303'THE STATION AT AJO, 0.2 MILE NORTH OF MILEPOLE 34, 347 FEET NORTHWEST
 DA0303'OF THE CENTER OF A LARGE WOODEN RAILROAD BRIDGE (NO. 339), AT A STATE
 DA0303'HIGHWAY 85 CONCRETE BRIDGE OVER A LARGE WASH, IN THE TOP OF THE
 DA0303'SOUTHEAST CONCRETE CURB, 12.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DA0303'HIGHWAY, 16. 0 FEET NORTHEAST OF THE SOUTHWEST END OF THE CURB, AND
 DA0303'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 DA0303
 DA0303                          STATION RECOVERY (1980)
 DA0303
 DA0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0303'15.85 KM (9.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA ANF GILA BEND
 DA0303'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT STATE HIGHWAY
 DA0303'85 MILEPOST 33, SET IN TOP OF THE SOUTHEAST CONCRETE CURB OF A
 DA0303'HIGHWAY BRIDGE OVER A LARGE WASH, 3.8 METERS (12.6 FT) EAST OF
 DA0303'THE CENTELINE OF THE HIGHWAY, 105.8 METERS (347 FT) WEST OF THE
 DA0303'CENTERLINE OF RAILWAY BRIDGE NUMBER 339, 4.9 METERS (16.0 FT) NORTH
 DA0303'OF THE SOUTH END OF THE CURB.
 DA0303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA0303
 DA0303                          STATION RECOVERY (2006)
 DA0303
 DA0303'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0410 ***********************************************************************
 CY0410  DESIGNATION -  133
 CY0410  PID         -  CY0410
 CY0410  STATE/COUNTY-  AZ/COCHISE
 CY0410  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0410
 CY0410                         *CURRENT SURVEY CONTROL
 CY0410  ___________________________________________________________________
 CY0410* NAD 83(1986)-  32 16 21.     (N)    109 49 01.     (W)     SCALED    
 CY0410* NAVD 88     -      1272.80   (+/-2cm)    4175.8    (feet)  VERTCON   
 CY0410  ___________________________________________________________________
 CY0410  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0410
 CY0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0410
 CY0410.The horizontal coordinates were scaled from a topographic map and have
 CY0410.an estimated accuracy of +/- 6 seconds.
 CY0410
 CY0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0410.The vertical order pertains to the NGVD 29 superseded value.
 CY0410
 CY0410.The geoid height was determined by GEOID03.
 CY0410
 CY0410;                    North         East    Units  Estimated Accuracy
 CY0410;SPC AZ E     -   141,140.      246,310.      MT  (+/- 180 meters Scaled)
 CY0410
 CY0410                          SUPERSEDED SURVEY CONTROL
 CY0410
 CY0410  NGVD 29 (??/??/92) 1272.057  (m)         4173.41   (f) ADJ UNCH    1 2
 CY0410
 CY0410.Superseded values are not recommended for survey control.
 CY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0410.See file dsdata.txt to determine how the superseded data were derived.
 CY0410
 CY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA114712(NAD 83)
 CY0410_MARKER: P = PIPE CAP
 CY0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0410_STAMPING: 133 H 1907
 CY0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0410
 CY0410  HISTORY     - Date     Condition        Report By
 CY0410  HISTORY     - 1907     MONUMENTED       USGS
 CY0410  HISTORY     - 1952     GOOD             NGS
 CY0410  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0410
 CY0410                          STATION DESCRIPTION
 CY0410
 CY0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0410'1.6 MI NE FROM WILLCOX.
 CY0410'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0410'WILLCOX, 0.4 MILE NORTHEAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 CY0410'MILEPOST NUMBER 1076.0, ABOUT 120.0 YARDS SOUTHEAST OF THE CENTER LINE
 CY0410'OF THE HIGHWAY, 104.6 FEET NORTHWEST OF THE  NORTHWEST RAIL, 2.0 FEET
 CY0410'SOUTHWEST OF A WITNESS POST, 7.6 FEET NORTHWEST OF A FENCE, 3.0 FEET
 CY0410'LOWER THAN THE TRACK, PROJECTING 1.2 FEET ABOVE THE GROUND, AND
 CY0410'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 CY0410'PROJECTING 1 FOOT ABOVE THE GROUND.
 CY0410
 CY0410                          STATION RECOVERY (1979)
 CY0410
 CY0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0410'A THOROUGH SEARCH WAS MADE AND THE MARK WAS NOT RECOVERED.  THE AREA
 CY0410'DESCRIBED APPEARS TO HAVE BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0625 ***********************************************************************
 ER0625  DESIGNATION -  133 BKC
 ER0625  PID         -  ER0625
 ER0625  STATE/COUNTY-  AZ/APACHE
 ER0625  USGS QUAD   -  THE RINCON (1971)
 ER0625
 ER0625                         *CURRENT SURVEY CONTROL
 ER0625  ___________________________________________________________________
 ER0625* NAD 83(1986)-  34 17 02.     (N)    109 02 57.     (W)     SCALED    
 ER0625* NAVD 88     -      2130.422  (meters)    6989.56   (feet)  ADJUSTED  
 ER0625  ___________________________________________________________________
 ER0625  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ER0625  DYNAMIC HT  -        2127.126 (meters)    6978.75  (feet)  COMP
 ER0625  MODELED GRAV-     979,012.3   (mgal)                       NAVD 88
 ER0625
 ER0625  VERT ORDER  -  SECOND    CLASS 0
 ER0625
 ER0625.The horizontal coordinates were scaled from a topographic map and have
 ER0625.an estimated accuracy of +/- 6 seconds.
 ER0625
 ER0625.The orthometric height was determined by differential leveling
 ER0625.and adjusted by the National Geodetic Survey in June 1991..
 ER0625
 ER0625.The geoid height was determined by GEOID03.
 ER0625
 ER0625.The dynamic height is computed by dividing the NAVD 88
 ER0625.geopotential number by the normal gravity value computed on the
 ER0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0625.degrees latitude (g = 980.6199 gals.).
 ER0625
 ER0625.The modeled gravity was interpolated from observed gravity values.
 ER0625
 ER0625;                    North         East    Units  Estimated Accuracy
 ER0625;SPC AZ E     -   364,710.      316,250.      MT  (+/- 180 meters Scaled)
 ER0625
 ER0625                          SUPERSEDED SURVEY CONTROL
 ER0625
 ER0625.No superseded survey control is available for this station.
 ER0625
 ER0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC795953(NAD 83)
 ER0625_MARKER: DB = BENCH MARK DISK
 ER0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0625_SP_SET: COPPER-CLAD STEEL ROD
 ER0625_STAMPING: 133 BKC 1968 6986
 ER0625_MARK LOGO: USGS  
 ER0625_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0625+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0625
 ER0625  HISTORY     - Date     Condition        Report By
 ER0625  HISTORY     - 1968     MONUMENTED       USGS
 ER0625
 ER0625                          STATION DESCRIPTION
 ER0625
 ER0625'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0625'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0625'EAST ALONG U S HIGHWAY 60, THENCE 8.5 MILES NORTH ALONG A DIRT ROAD,
 ER0625'2.9 MILES NORTH OF THE SOUTH SUMMERS RANCH, 23 FEET EAST OF THE ROAD,
 ER0625'5 FEET WEST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0625'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0702 ***********************************************************************
 GP0702  DESIGNATION -  133 DOR
 GP0702  PID         -  GP0702
 GP0702  STATE/COUNTY-  AZ/NAVAJO
 GP0702  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0702
 GP0702                         *CURRENT SURVEY CONTROL
 GP0702  ___________________________________________________________________
 GP0702* NAD 83(1986)-  36 40 15.     (N)    110 33 43.     (W)     SCALED    
 GP0702* NAVD 88     -      2122.579  (meters)    6963.83   (feet)  ADJUSTED  
 GP0702  ___________________________________________________________________
 GP0702  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 GP0702  DYNAMIC HT  -        2119.860 (meters)    6954.91  (feet)  COMP
 GP0702  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 GP0702
 GP0702  VERT ORDER  -  SECOND    CLASS 0
 GP0702
 GP0702.The horizontal coordinates were scaled from a topographic map and have
 GP0702.an estimated accuracy of +/- 6 seconds.
 GP0702
 GP0702.The orthometric height was determined by differential leveling
 GP0702.and adjusted by the National Geodetic Survey in June 1991..
 GP0702
 GP0702.The geoid height was determined by GEOID03.
 GP0702
 GP0702.The dynamic height is computed by dividing the NAVD 88
 GP0702.geopotential number by the normal gravity value computed on the
 GP0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0702.degrees latitude (g = 980.6199 gals.).
 GP0702
 GP0702.The modeled gravity was interpolated from observed gravity values.
 GP0702
 GP0702;                    North         East    Units  Estimated Accuracy
 GP0702;SPC AZ E     -   629,020.      178,030.      MT  (+/- 180 meters Scaled)
 GP0702
 GP0702                          SUPERSEDED SURVEY CONTROL
 GP0702
 GP0702.No superseded survey control is available for this station.
 GP0702
 GP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF391584(NAD 83)
 GP0702_MARKER: DB = BENCH MARK DISK
 GP0702_SETTING: 66 = SET IN ROCK OUTCROP
 GP0702_SP_SET: ROCK OUTCROP
 GP0702_STAMPING: 133 DOR 1969 6960
 GP0702_MARK LOGO: USGS  
 GP0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0702+STABILITY: POSITION/ELEVATION WELL
 GP0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0702+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0702
 GP0702  HISTORY     - Date     Condition        Report By
 GP0702  HISTORY     - 1969     MONUMENTED       USGS
 GP0702
 GP0702                          STATION DESCRIPTION
 GP0702
 GP0702'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0702'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0702'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0702'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0702'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 2.0 MILES NORTHWEST
 GP0702'ALONG THE TALL MOUNTAIN ROAD TO A T-ROAD WEST AND NORTH, 0.1 MILE
 GP0702'SOUTH OF A POWER LINE, AT A SIGN -ROUGH SANDY ROAD-, 120 FEET WEST OF
 GP0702'THE T-ROAD JUNCTION 32 FEET NORTH AND 2 FEET HIGHER THAN THE TALL
 GP0702'MOUNTAIN ROAD, 2 FEET SOUTH OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1061 ***********************************************************************
 DA1061  DESIGNATION -  1332+90=322.01
 DA1061  PID         -  DA1061
 DA1061  STATE/COUNTY-  AZ/YUMA
 DA1061  USGS QUAD   -  TACNA (1982)
 DA1061
 DA1061                         *CURRENT SURVEY CONTROL
 DA1061  ___________________________________________________________________
 DA1061* NAD 83(1986)-  32 42 24.     (N)    113 53 21.     (W)     SCALED    
 DA1061* NAVD 88     -        98.676  (meters)     323.74   (feet)  ADJUSTED  
 DA1061  ___________________________________________________________________
 DA1061  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1061  DYNAMIC HT  -          98.562 (meters)     323.37  (feet)  COMP
 DA1061  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 DA1061
 DA1061  VERT ORDER  -  FIRST     CLASS II
 DA1061
 DA1061.The horizontal coordinates were scaled from a topographic map and have
 DA1061.an estimated accuracy of +/- 6 seconds.
 DA1061
 DA1061.The orthometric height was determined by differential leveling
 DA1061.and adjusted by the National Geodetic Survey in June 1991..
 DA1061
 DA1061.The geoid height was determined by GEOID03.
 DA1061
 DA1061.The dynamic height is computed by dividing the NAVD 88
 DA1061.geopotential number by the normal gravity value computed on the
 DA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1061.degrees latitude (g = 980.6199 gals.).
 DA1061
 DA1061.The modeled gravity was interpolated from observed gravity values.
 DA1061
 DA1061;                    North         East    Units  Estimated Accuracy
 DA1061;SPC AZ W     -   189,240.      200,310.      MT  (+/- 180 meters Scaled)
 DA1061
 DA1061                          SUPERSEDED SURVEY CONTROL
 DA1061
 DA1061  NGVD 29 (??/??/92)   98.013  (m)          321.56   (f) ADJ UNCH    1 2
 DA1061
 DA1061.Superseded values are not recommended for survey control.
 DA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1061.See file dsdata.txt to determine how the superseded data were derived.
 DA1061
 DA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB291224(NAD 83)
 DA1061_MARKER: DD = SURVEY DISK
 DA1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1061_SP_SET: BRIDGE
 DA1061_STAMPING: 322.01 1332+90 1333+34.17 1941
 DA1061_MARK LOGO: AZHD  
 DA1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1061
 DA1061  HISTORY     - Date     Condition        Report By
 DA1061  HISTORY     - 1941     MONUMENTED       AZHD
 DA1061  HISTORY     - 1971     GOOD             NGS
 DA1061  HISTORY     - 1981     GOOD             NGS
 DA1061  HISTORY     - 1981     GOOD             NGS
 DA1061
 DA1061                          STATION DESCRIPTION
 DA1061
 DA1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1061'3.5 MI E FROM TACNA.
 DA1061'3.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN TACNA,
 DA1061'SET IN DRILL HOLE IN THE SOUTH HEADWALL OF A BRIDGE, 23 FEET WEST OF
 DA1061'THE EAST END OF HEADWALL, 21 FEET EAST OF THE WEST END OF HEADWALL, 17
 DA1061'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 80, AND 1 FOOT ABOVE THE
 DA1061'HIGHWAY.  NOTE-- (322.01 1332+90 1333+34.17 1941 IS THE AZIMUTH MARK
 DA1061'FOR TRIANGULATION STATION COLFRED (USGS) 2).
 DA1061
 DA1061                          STATION RECOVERY (1981)
 DA1061
 DA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1061'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1061'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1061'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1061'HIGHWAY, 6.4 M (21.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1061'HEADWALL, 7.2 M (23.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1061'HEADWALL.
 DA1061'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1061
 DA1061                          STATION RECOVERY (1981)
 DA1061
 DA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1061'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1061'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1061'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1061'HIGHWAY, 6.4 M (21.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1061'HEADWALL, 7.2 M (23.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1061'HEADWALL.
 DA1061'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0978 ***********************************************************************
 CZ0978  DESIGNATION -  1333
 CZ0978  PID         -  CZ0978
 CZ0978  STATE/COUNTY-  AZ/PINAL
 CZ0978  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0978
 CZ0978                         *CURRENT SURVEY CONTROL
 CZ0978  ___________________________________________________________________
 CZ0978* NAD 83(1986)-  32 55 17.     (N)    111 49 39.     (W)     SCALED    
 CZ0978* NAVD 88     -       407.01   (+/-2cm)    1335.3    (feet)  VERTCON   
 CZ0978  ___________________________________________________________________
 CZ0978  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ0978
 CZ0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0978
 CZ0978.The horizontal coordinates were scaled from a topographic map and have
 CZ0978.an estimated accuracy of +/- 6 seconds.
 CZ0978
 CZ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0978.The vertical order pertains to the NGVD 29 superseded value.
 CZ0978
 CZ0978.The geoid height was determined by GEOID03.
 CZ0978
 CZ0978;                    North         East    Units  Estimated Accuracy
 CZ0978;SPC AZ C     -   213,040.      221,700.      MT  (+/- 180 meters Scaled)
 CZ0978
 CZ0978                          SUPERSEDED SURVEY CONTROL
 CZ0978
 CZ0978  NGVD 29 (??/??/92)  406.41   (m)         1333.4    (f) COMPUTED    2 0
 CZ0978
 CZ0978.Superseded values are not recommended for survey control.
 CZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0978.See file dsdata.txt to determine how the superseded data were derived.
 CZ0978
 CZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226428(NAD 83)
 CZ0978_MARKER: P = PIPE CAP
 CZ0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0978
 CZ0978  HISTORY     - Date     Condition        Report By
 CZ0978  HISTORY     - UNK      MONUMENTED       USGS
 CZ0978  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ0978  HISTORY     - 1967     MARK NOT FOUND   NGS
 CZ0978
 CZ0978                          STATION DESCRIPTION
 CZ0978
 CZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ0978'1.1 MI SE FROM NUNEZ.
 CZ0978'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0978'STATION SIGN AT NUNEZ, 1/3 MILE SOUTHEAST OF RAIL-TOP CULVERT 913 A,
 CZ0978'35 FEET NORTHWEST OF THE NORTHWEST END OF BRIDGE 913 B, AND 60 FEET
 CZ0978'SOUTHWEST OF THE TRACK,  A USGS STANDARD CAP, RIVETED ON THE TOP OF A
 CZ0978'3-1/2-INCH IRON PIPE.
 CZ0978
 CZ0978                          STATION RECOVERY (1967)
 CZ0978
 CZ0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0228 ***********************************************************************
 ER0228  DESIGNATION -  1334+20
 ER0228  PID         -  ER0228
 ER0228  STATE/COUNTY-  AZ/APACHE
 ER0228  USGS QUAD   -  SALADO (1984)
 ER0228
 ER0228                         *CURRENT SURVEY CONTROL
 ER0228  ___________________________________________________________________
 ER0228* NAD 83(1986)-  34 24 15.     (N)    109 24 38.     (W)     SCALED    
 ER0228* NAVD 88     -      1810.38   (meters)    5939.6    (feet)  RESET     
 ER0228  ___________________________________________________________________
 ER0228  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0228
 ER0228  VERT ORDER  -  THIRD
 ER0228
 ER0228.The horizontal coordinates were scaled from a topographic map and have
 ER0228.an estimated accuracy of +/- 6 seconds.
 ER0228
 ER0228.The orthometric height was computed from unverified reset data.
 ER0228
 ER0228.The geoid height was determined by GEOID03.
 ER0228
 ER0228;                    North         East    Units  Estimated Accuracy
 ER0228;SPC AZ E     -   377,740.      282,870.      MT  (+/- 180 meters Scaled)
 ER0228
 ER0228                          SUPERSEDED SURVEY CONTROL
 ER0228
 ER0228  NGVD 29 (03/28/06) 1809.52   (m)         5936.7    (f) RESET       3  
 ER0228
 ER0228.Superseded values are not recommended for survey control.
 ER0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0228.See file dsdata.txt to determine how the superseded data were derived.
 ER0228
 ER0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460081(NAD 83)
 ER0228_MARKER: DZ = AZIMUTH MARK DISK
 ER0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0228_SP_SET: CULVERT
 ER0228_STAMPING: 1334+20 5936.47
 ER0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0228
 ER0228  HISTORY     - Date     Condition        Report By
 ER0228  HISTORY     - UNK      MONUMENTED       AZHD
 ER0228  HISTORY     - 1971     GOOD             USGS
 ER0228
 ER0228                          STATION DESCRIPTION
 ER0228
 ER0228'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0228'8.85 MI S FROM ST JOHNS.
 ER0228'8.85 MILES SOUTH ALONG U. S. HIGHWAY 666 AND 180 FROM THE COURT HOUSE
 ER0228'IN ST. JOHNS, SET IN THE CENTER OF THE EAST HEADWALL OF CULVERT OVER
 ER0228'LYMAN DITCH AND 22.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0075 ***********************************************************************
 DA0075  DESIGNATION -  1334.93
 DA0075  PID         -  DA0075
 DA0075  STATE/COUNTY-  AZ/PINAL
 DA0075  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0075
 DA0075                         *CURRENT SURVEY CONTROL
 DA0075  ___________________________________________________________________
 DA0075* NAD 83(1986)-  32 52 45.     (N)    112 01 18.     (W)     SCALED    
 DA0075* NAVD 88     -       407.53   (+/-2cm)    1337.0    (feet)  VERTCON   
 DA0075  ___________________________________________________________________
 DA0075  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0075
 DA0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0075
 DA0075.The horizontal coordinates were scaled from a topographic map and have
 DA0075.an estimated accuracy of +/- 6 seconds.
 DA0075
 DA0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0075.The vertical order pertains to the NGVD 29 superseded value.
 DA0075
 DA0075.The geoid height was determined by GEOID03.
 DA0075
 DA0075;                    North         East    Units  Estimated Accuracy
 DA0075;SPC AZ C     -   208,360.      203,540.      MT  (+/- 180 meters Scaled)
 DA0075
 DA0075                          SUPERSEDED SURVEY CONTROL
 DA0075
 DA0075  NGVD 29 (??/??/92)  406.941  (m)         1335.11   (f) ADJ UNCH    2 0
 DA0075
 DA0075.Superseded values are not recommended for survey control.
 DA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0075.See file dsdata.txt to determine how the superseded data were derived.
 DA0075
 DA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB044383(NAD 83)
 DA0075_MARKER: DD = SURVEY DISK
 DA0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0075_SP_SET: RETAINING WALL
 DA0075_STAMPING: 1334.93 2274 + 61
 DA0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0075
 DA0075  HISTORY     - Date     Condition        Report By
 DA0075  HISTORY     - UNK      MONUMENTED       AZHD
 DA0075  HISTORY     - 1952     GOOD             NGS
 DA0075  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0075
 DA0075                          STATION DESCRIPTION
 DA0075
 DA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0075'2.9 MI W FROM STANFIELD.
 DA0075'2.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0075'STANFIELD, NEAR LARGE STOCKYARDS, AT A DIP, IN THE TOP OF THE WEST END
 DA0075'OF A CONCRETE RETAINING WALL, 13.2 FEET NORTH OF THE CENTER LINE OF
 DA0075'THE HIGHWAY, 0.8 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT
 DA0075'LEVEL WITH THE HIGHWAY.
 DA0075
 DA0075                          STATION RECOVERY (1963)
 DA0075
 DA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0294 ***********************************************************************
 DV0294  DESIGNATION -  1335
 DV0294  PID         -  DV0294
 DV0294  STATE/COUNTY-  AZ/MARICOPA
 DV0294  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0294
 DV0294                         *CURRENT SURVEY CONTROL
 DV0294  ___________________________________________________________________
 DV0294* NAD 83(1986)-  33 00 07.     (N)    112 29 23.     (W)     SCALED    
 DV0294* NAVD 88     -       407.751  (meters)    1337.76   (feet)  ADJUSTED  
 DV0294  ___________________________________________________________________
 DV0294  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV0294  DYNAMIC HT  -         407.259 (meters)    1336.15  (feet)  COMP
 DV0294  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DV0294
 DV0294  VERT ORDER  -  FIRST     CLASS II
 DV0294
 DV0294.The horizontal coordinates were scaled from a topographic map and have
 DV0294.an estimated accuracy of +/- 6 seconds.
 DV0294
 DV0294.The orthometric height was determined by differential leveling
 DV0294.and adjusted by the National Geodetic Survey in June 1991..
 DV0294
 DV0294.The geoid height was determined by GEOID03.
 DV0294
 DV0294.The dynamic height is computed by dividing the NAVD 88
 DV0294.geopotential number by the normal gravity value computed on the
 DV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0294.degrees latitude (g = 980.6199 gals.).
 DV0294
 DV0294.The modeled gravity was interpolated from observed gravity values.
 DV0294
 DV0294;                    North         East    Units  Estimated Accuracy
 DV0294;SPC AZ C     -   222,110.      159,810.      MT  (+/- 180 meters Scaled)
 DV0294
 DV0294                          SUPERSEDED SURVEY CONTROL
 DV0294
 DV0294  NGVD 29 (??/??/92)  407.227  (m)         1336.04   (f) ADJ UNCH    1 2
 DV0294
 DV0294.Superseded values are not recommended for survey control.
 DV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0294.See file dsdata.txt to determine how the superseded data were derived.
 DV0294
 DV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608524(NAD 83)
 DV0294_MARKER: P = PIPE CAP
 DV0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0294
 DV0294  HISTORY     - Date     Condition        Report By
 DV0294  HISTORY     - UNK      MONUMENTED       USGS
 DV0294  HISTORY     - 1967     GOOD             NGS
 DV0294  HISTORY     - 1980     GOOD             NGS
 DV0294  HISTORY     - 1980     GOOD             NGS
 DV0294
 DV0294                          STATION DESCRIPTION
 DV0294
 DV0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0294'13.75 MI W FROM MOBILE.
 DV0294'ABOUT 13.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0294'NELSON ELEMENTARY SCHOOL AT MOBILE, OR ABOUT 14.4 MILES EAST ALONG THE
 DV0294'SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GILA BEND, 0.3 MILE WEST
 DV0294'OF THE EAST END OF A SIDING, 4 RAILS EAST OF A SEMAPHORE AND A BATTERY
 DV0294'BOX, 46 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SET OF TRACKS, 25
 DV0294'FEET NORTH OF THE NORTH RAIL OF THE SOUTH SET OF TRACKS, 43 FEET
 DV0294'SOUTHEAST OF A TELEGRAPH POLE, 1.4 FEET EAST OF A METAL WITNESS POST,
 DV0294'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY
 DV0294'CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0294
 DV0294                          STATION RECOVERY (1980)
 DV0294
 DV0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0294'RECOVERED IN GOOD CONDITION.
 DV0294
 DV0294                          STATION RECOVERY (1980)
 DV0294
 DV0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0351 ***********************************************************************
 DU0351  DESIGNATION -  133+50
 DU0351  PID         -  DU0351
 DU0351  STATE/COUNTY-  AZ/GILA
 DU0351  USGS QUAD   -  CHRYSOTILE (1966)
 DU0351
 DU0351                         *CURRENT SURVEY CONTROL
 DU0351  ___________________________________________________________________
 DU0351* NAD 83(1986)-  33 43 27.     (N)    110 31 57.     (W)     SCALED    
 DU0351* NAVD 88     -      1735.884  (meters)    5695.15   (feet)  ADJUSTED  
 DU0351  ___________________________________________________________________
 DU0351  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU0351  DYNAMIC HT  -        1733.370 (meters)    5686.90  (feet)  COMP
 DU0351  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 DU0351
 DU0351  VERT ORDER  -  SECOND    CLASS 0
 DU0351
 DU0351.The horizontal coordinates were scaled from a topographic map and have
 DU0351.an estimated accuracy of +/- 6 seconds.
 DU0351
 DU0351.The orthometric height was determined by differential leveling
 DU0351.and adjusted by the National Geodetic Survey in June 1991..
 DU0351
 DU0351.The geoid height was determined by GEOID03.
 DU0351
 DU0351.The dynamic height is computed by dividing the NAVD 88
 DU0351.geopotential number by the normal gravity value computed on the
 DU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0351.degrees latitude (g = 980.6199 gals.).
 DU0351
 DU0351.The modeled gravity was interpolated from observed gravity values.
 DU0351
 DU0351;                    North         East    Units  Estimated Accuracy
 DU0351;SPC AZ E     -   302,120.      179,460.      MT  (+/- 180 meters Scaled)
 DU0351
 DU0351                          SUPERSEDED SURVEY CONTROL
 DU0351
 DU0351  NGVD 29 (??/??/92) 1735.154  (m)         5692.75   (f) ADJ UNCH    2 0
 DU0351
 DU0351.Superseded values are not recommended for survey control.
 DU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0351.See file dsdata.txt to determine how the superseded data were derived.
 DU0351
 DU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC433316(NAD 83)
 DU0351_MARKER: DD = SURVEY DISK
 DU0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0351_SP_SET: CULVERT
 DU0351_STAMPING: STA 133+50 1932
 DU0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0351
 DU0351  HISTORY     - Date     Condition        Report By
 DU0351  HISTORY     - 1932     MONUMENTED       AZHD
 DU0351  HISTORY     - 1960     MARK NOT FOUND   NGS
 DU0351
 DU0351                          STATION DESCRIPTION
 DU0351
 DU0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0351'33.6 MI NE FROM GLOBE.
 DU0351'3.3 MILES SOUTHWESTERLY FROM SENECA ALONG U.S. HWY. 60 LEADING TO
 DU0351'GLOBE, ARIZ. 33.6 MILES NORTHEAST ALONG HWY. U.S. 60 FROM GLOBE, NEAR
 DU0351'THE SUMMIT OF A LONG SLIGHT GRADE, IN THE VICINITY OF A FORMER ROAD
 DU0351'FORK, (NOW ABANDONED), LEADING TO THE REGAL MINE.  IN THE TOP CENTER
 DU0351'OF THE EAST CONCRETE HEAD WALL OF A 24 METAL CULVERT.  A STANDARD ASHD
 DU0351'BRASS TABLET, STAMPED STA 133+50 1932.  NOTE-- THE HIGHWAY LOCATION
 DU0351'HAS BEEN CHANGED AND THE HEADWALL OF THE DESCRIBED CULVERT IS BADLY
 DU0351'SHATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0683 ***********************************************************************
 DW0683  DESIGNATION -  1337.02
 DW0683  PID         -  DW0683
 DW0683  STATE/COUNTY-  AZ/LA PAZ
 DW0683  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0683
 DW0683                         *CURRENT SURVEY CONTROL
 DW0683  ___________________________________________________________________
 DW0683* NAD 83(1986)-  33 40 43.     (N)    114 06 20.     (W)     SCALED    
 DW0683* NAVD 88     -       408.48   (+/-2cm)    1340.2    (feet)  VERTCON   
 DW0683  ___________________________________________________________________
 DW0683  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DW0683
 DW0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0683
 DW0683.The horizontal coordinates were scaled from a topographic map and have
 DW0683.an estimated accuracy of +/- 6 seconds.
 DW0683
 DW0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0683.The vertical order pertains to the NGVD 29 superseded value.
 DW0683
 DW0683.The geoid height was determined by GEOID03.
 DW0683
 DW0683;                    North         East    Units  Estimated Accuracy
 DW0683;SPC AZ W     -   297,080.      180,390.      MT  (+/- 180 meters Scaled)
 DW0683
 DW0683                          SUPERSEDED SURVEY CONTROL
 DW0683
 DW0683  NGVD 29 (??/??/??)  407.784  (m)         1337.87   (f) ADJUSTED    1 2
 DW0683
 DW0683.Superseded values are not recommended for survey control.
 DW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0683.See file dsdata.txt to determine how the superseded data were derived.
 DW0683
 DW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT683302(NAD 83)
 DW0683_MARKER: DD = SURVEY DISK
 DW0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0683_SP_SET: HEADWALL
 DW0683_STAMPING: 1337.02 1392+28
 DW0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0683
 DW0683  HISTORY     - Date     Condition        Report By
 DW0683  HISTORY     - UNK      MONUMENTED       AZHD
 DW0683  HISTORY     - 1933     GOOD             NGS
 DW0683  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0683  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0683
 DW0683                          STATION DESCRIPTION
 DW0683
 DW0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0683'7.6 MI E FROM QUARTZSITE.
 DW0683'ABOUT 7.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0683'COUNTY, AT STATION 1392+28, AT A 2-FOOT CONCRETE CULVERT, AND IN
 DW0683'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA
 DW0683'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1337.02 1392+28.
 DW0683
 DW0683                          STATION RECOVERY (1962)
 DW0683
 DW0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0683'MARK NOT FOUND.
 DW0683
 DW0683                          STATION RECOVERY (1981)
 DW0683
 DW0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0683'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0061 ***********************************************************************
 EU0061  DESIGNATION -  1337.15
 EU0061  PID         -  EU0061
 EU0061  STATE/COUNTY-  AZ/MOHAVE
 EU0061  USGS QUAD   -  YUCCA (1970)
 EU0061
 EU0061                         *CURRENT SURVEY CONTROL
 EU0061  ___________________________________________________________________
 EU0061* NAD 83(1986)-  34 45 53.     (N)    114 12 12.     (W)     SCALED    
 EU0061* NAVD 88     -       408.225  (meters)    1339.32   (feet)  ADJUSTED  
 EU0061  ___________________________________________________________________
 EU0061  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EU0061  DYNAMIC HT  -         407.776 (meters)    1337.85  (feet)  COMP
 EU0061  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 EU0061
 EU0061  VERT ORDER  -  FIRST     CLASS II
 EU0061
 EU0061.The horizontal coordinates were scaled from a topographic map and have
 EU0061.an estimated accuracy of +/- 6 seconds.
 EU0061
 EU0061.The orthometric height was determined by differential leveling
 EU0061.and adjusted by the National Geodetic Survey in June 1991..
 EU0061
 EU0061.The geoid height was determined by GEOID03.
 EU0061
 EU0061.The dynamic height is computed by dividing the NAVD 88
 EU0061.geopotential number by the normal gravity value computed on the
 EU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0061.degrees latitude (g = 980.6199 gals.).
 EU0061
 EU0061.The modeled gravity was interpolated from observed gravity values.
 EU0061
 EU0061;                    North         East    Units  Estimated Accuracy
 EU0061;SPC AZ W     -   417,580.      171,860.      MT  (+/- 180 meters Scaled)
 EU0061
 EU0061                          SUPERSEDED SURVEY CONTROL
 EU0061
 EU0061  NGVD 29 (??/??/??)  407.520  (m)         1337.01   (f) ADJUSTED    1 2
 EU0061
 EU0061.Superseded values are not recommended for survey control.
 EU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0061.See file dsdata.txt to determine how the superseded data were derived.
 EU0061
 EU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU559505(NAD 83)
 EU0061_MARKER: DD = SURVEY DISK
 EU0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0061_SP_SET: CULVERT
 EU0061_STAMPING: 1337.15 892X68 1951
 EU0061_MARK LOGO: AZHD  
 EU0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0061
 EU0061  HISTORY     - Date     Condition        Report By
 EU0061  HISTORY     - 1951     MONUMENTED       AZHD
 EU0061  HISTORY     - 1961     GOOD             NGS
 EU0061  HISTORY     - 1981     GOOD             NGS
 EU0061
 EU0061                          STATION DESCRIPTION
 EU0061
 EU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0061'9 MI SW FROM YUCCA.
 EU0061'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0061'YUCCA, THENCE 8.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0061'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0061'OF A 15 FEET CONCRETE BOX CULVERT WITH 2 OPENINGS, 22 FEET
 EU0061'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0061'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0061
 EU0061                          STATION RECOVERY (1981)
 EU0061
 EU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0061'13.4 KM (8.35 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0061'ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE SOUTHEAST HEADWALL OF A
 EU0061'CULVERT UNDER THE WEST BOUND TRAFFIC LANES, 0.2 KM (0.1 MI) SOUTHWEST
 EU0061'OF MILEPOST 17, 6.7 METERS (22 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EU0061'WEST BOUND LANES.
 EU0061'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0292 ***********************************************************************
 FS0292  DESIGNATION -  1338+08.8
 FS0292  PID         -  FS0292
 FS0292  STATE/COUNTY-  AZ/MOHAVE
 FS0292  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0292
 FS0292                         *CURRENT SURVEY CONTROL
 FS0292  ___________________________________________________________________
 FS0292* NAD 83(1986)-  35 41 02.     (N)    114 28 03.     (W)     SCALED    
 FS0292* NAVD 88     -       757.561  (meters)    2485.43   (feet)  POSTED    
 FS0292  ___________________________________________________________________
 FS0292  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0292  DYNAMIC HT  -         756.740 (meters)    2482.74  (feet)  COMP
 FS0292  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 FS0292
 FS0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0292
 FS0292.The horizontal coordinates were scaled from a topographic map and have
 FS0292.an estimated accuracy of +/- 6 seconds.
 FS0292
 FS0292.The orthometric height was determined by differential leveling
 FS0292.and adjusted by the National Geodetic Survey in 1992..
 FS0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0292.rate of 0.0 thru 1.0 mm/km.
 FS0292
 FS0292.The geoid height was determined by GEOID03.
 FS0292
 FS0292.The dynamic height is computed by dividing the NAVD 88
 FS0292.geopotential number by the normal gravity value computed on the
 FS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0292.degrees latitude (g = 980.6199 gals.).
 FS0292
 FS0292.The modeled gravity was interpolated from observed gravity values.
 FS0292
 FS0292;                    North         East    Units  Estimated Accuracy
 FS0292;SPC AZ W     -   519,700.      148,410.      MT  (+/- 180 meters Scaled)
 FS0292
 FS0292                          SUPERSEDED SURVEY CONTROL
 FS0292
 FS0292  NGVD 29 (??/??/92)  756.85   (m)         2483.1    (f) COMPUTED    1 1
 FS0292
 FS0292.Superseded values are not recommended for survey control.
 FS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0292.See file dsdata.txt to determine how the superseded data were derived.
 FS0292
 FS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV291518(NAD 83)
 FS0292_MARKER: DD = SURVEY DISK
 FS0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0292_SP_SET: CULVERT
 FS0292_STAMPING: 2484.83 1338+08.8 1940
 FS0292_MARK LOGO: AZHD  
 FS0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0292
 FS0292  HISTORY     - Date     Condition        Report By
 FS0292  HISTORY     - 1940     MONUMENTED       AZHD
 FS0292  HISTORY     - 1949     GOOD             NGS
 FS0292  HISTORY     - 1982     GOOD             NGS
 FS0292
 FS0292                          STATION DESCRIPTION
 FS0292
 FS0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0292'23.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0292'23.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0292'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILES NORTHWEST
 FS0292'OF MILEPOST 30, AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0292'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 15.8
 FS0292'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0292'1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0292
 FS0292                          STATION RECOVERY (1982)
 FS0292
 FS0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0292'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0390 ***********************************************************************
 CY0390  DESIGNATION -  134 1/2
 CY0390  PID         -  CY0390
 CY0390  STATE/COUNTY-  AZ/COCHISE
 CY0390  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0390
 CY0390                         *CURRENT SURVEY CONTROL
 CY0390  ___________________________________________________________________
 CY0390* NAD 83(1986)-  32 15 02.     (N)    109 49 51.     (W)     SCALED    
 CY0390* NAVD 88     -      1270.85   (+/-2cm)    4169.4    (feet)  VERTCON   
 CY0390  ___________________________________________________________________
 CY0390  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0390
 CY0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0390
 CY0390.The horizontal coordinates were scaled from a topographic map and have
 CY0390.an estimated accuracy of +/- 6 seconds.
 CY0390
 CY0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0390.The vertical order pertains to the NGVD 29 superseded value.
 CY0390
 CY0390.The geoid height was determined by GEOID03.
 CY0390
 CY0390;                    North         East    Units  Estimated Accuracy
 CY0390;SPC AZ E     -   138,700.      245,000.      MT  (+/- 180 meters Scaled)
 CY0390
 CY0390                          SUPERSEDED SURVEY CONTROL
 CY0390
 CY0390  NGVD 29 (??/??/92) 1270.10   (m)         4167.0    (f) COMPUTED    1 2
 CY0390
 CY0390.Superseded values are not recommended for survey control.
 CY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0390.See file dsdata.txt to determine how the superseded data were derived.
 CY0390
 CY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA101688(NAD 83)
 CY0390_MARKER: P = PIPE CAP
 CY0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0390_STAMPING: 134 1/2 H 1907
 CY0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0390
 CY0390  HISTORY     - Date     Condition        Report By
 CY0390  HISTORY     - 1907     MONUMENTED       USGS
 CY0390  HISTORY     - 1945     GOOD             USGS
 CY0390  HISTORY     - 20051107 MARK NOT FOUND   NGS
 CY0390
 CY0390                          STATION DESCRIPTION
 CY0390
 CY0390'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0390'IN WILLCOX.
 CY0390'AT WILLCOX, ALONG THE SOUTHERN PACIFIC CO. RAILROAD, AT THE STATION,
 CY0390'77 FEET SOUTH-SOUTHEAST OF THE SEMAPHORE TOWER ON THE SOUTHEAST SIDE
 CY0390'OF STATION, 76.4 FEET EAST OF THE WATER SPOUT, 16 FEET SOUTHEAST OF
 CY0390'SOUTHEAST RAIL OF SOUTHEAST TRACK, 2.2 FEET SOUTHWEST OF REFERENCE
 CY0390'POST.  BRONZE BENCH CAP ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 CY0390'ABOUT 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE POST HAD BEEN HIT.  IT
 CY0390'WAS STRAIGHTENED UP AND STAMPED RESET 1945 THE NUMBERS 134 1/2 WAS
 CY0390'DEFACED SO IT COULD NOT BE READ.
 CY0390
 CY0390                          STATION RECOVERY (2005)
 CY0390
 CY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0390'ALL REFERENCES MOVED OR REMOVED (INCLUDING DEPOT).  MARK NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0392 ***********************************************************************
 CY0392  DESIGNATION -  134 1/2 RESET
 CY0392  PID         -  CY0392
 CY0392  STATE/COUNTY-  AZ/COCHISE
 CY0392  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0392
 CY0392                         *CURRENT SURVEY CONTROL
 CY0392  ___________________________________________________________________
 CY0392* NAD 83(1986)-  32 15 02.     (N)    109 49 51.     (W)     SCALED    
 CY0392* NAVD 88     -      1270.85   (+/-2cm)    4169.4    (feet)  VERTCON   
 CY0392  ___________________________________________________________________
 CY0392  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0392
 CY0392  VERT ORDER  -  ? (See Below)
 CY0392
 CY0392.The horizontal coordinates were scaled from a topographic map and have
 CY0392.an estimated accuracy of +/- 6 seconds.
 CY0392
 CY0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0392.The vertical order pertains to the NGVD 29 superseded value.
 CY0392
 CY0392.The geoid height was determined by GEOID03.
 CY0392
 CY0392;                    North         East    Units  Estimated Accuracy
 CY0392;SPC AZ E     -   138,700.      245,000.      MT  (+/- 180 meters Scaled)
 CY0392
 CY0392                          SUPERSEDED SURVEY CONTROL
 CY0392
 CY0392  NGVD 29 (??/??/92) 1270.098  (m)         4166.98   (f) ADJ UNCH    ?  
 CY0392
 CY0392.Superseded values are not recommended for survey control.
 CY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0392.See file dsdata.txt to determine how the superseded data were derived.
 CY0392
 CY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA101688(NAD 83)
 CY0392_MARKER: P = PIPE CAP
 CY0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0392_STAMPING: H-1907 RESET 1945
 CY0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0392
 CY0392  HISTORY     - Date     Condition        Report By
 CY0392  HISTORY     - 1955     MONUMENTED       SPRR
 CY0392  HISTORY     - 1955     GOOD             NGS
 CY0392  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0392
 CY0392                          STATION DESCRIPTION
 CY0392
 CY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CY0392'IN WILLCOX.
 CY0392'AT WILLCOX, 122 FEET SOUTHEAST OF THE TRACK SIDE OF THE SOUTHERN
 CY0392'PACIFIC COMPANY RAILROAD STATION, AND IN FRONT OF THE U. S. WEATHER
 CY0392'BUREAU STATION.  A U. S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CY0392'H-1907 RESET 1945 AND RIVETED ON THE TOP OF A 3-1/4-INCH IRON PIPE.
 CY0392
 CY0392                          STATION RECOVERY (1979)
 CY0392
 CY0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0392'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NOTE--THIS MARK WAS
 CY0392'ESTABLISHED IN 1907 AND RESET IN 1955 BY THE RAILROAD ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0703 ***********************************************************************
 GP0703  DESIGNATION -  134 DOR
 GP0703  PID         -  GP0703
 GP0703  STATE/COUNTY-  AZ/NAVAJO
 GP0703  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0703
 GP0703                         *CURRENT SURVEY CONTROL
 GP0703  ___________________________________________________________________
 GP0703* NAD 83(1986)-  36 40 39.     (N)    110 33 03.     (W)     SCALED    
 GP0703* NAVD 88     -      2173.776  (meters)    7131.80   (feet)  ADJUSTED  
 GP0703  ___________________________________________________________________
 GP0703  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GP0703  DYNAMIC HT  -        2170.990 (meters)    7122.66  (feet)  COMP
 GP0703  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 GP0703
 GP0703  VERT ORDER  -  SECOND    CLASS 0
 GP0703
 GP0703.The horizontal coordinates were scaled from a topographic map and have
 GP0703.an estimated accuracy of +/- 6 seconds.
 GP0703
 GP0703.The orthometric height was determined by differential leveling
 GP0703.and adjusted by the National Geodetic Survey in June 1991..
 GP0703
 GP0703.The geoid height was determined by GEOID03.
 GP0703
 GP0703.The dynamic height is computed by dividing the NAVD 88
 GP0703.geopotential number by the normal gravity value computed on the
 GP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0703.degrees latitude (g = 980.6199 gals.).
 GP0703
 GP0703.The modeled gravity was interpolated from observed gravity values.
 GP0703
 GP0703;                    North         East    Units  Estimated Accuracy
 GP0703;SPC AZ E     -   629,750.      179,020.      MT  (+/- 180 meters Scaled)
 GP0703
 GP0703                          SUPERSEDED SURVEY CONTROL
 GP0703
 GP0703.No superseded survey control is available for this station.
 GP0703
 GP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF401591(NAD 83)
 GP0703_MARKER: DB = BENCH MARK DISK
 GP0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0703_SP_SET: COPPER-CLAD STEEL ROD
 GP0703_STAMPING: 134 DOR 1969 7128
 GP0703_MARK LOGO: USGS  
 GP0703_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0703+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0703
 GP0703  HISTORY     - Date     Condition        Report By
 GP0703  HISTORY     - 1969     MONUMENTED       USGS
 GP0703
 GP0703                          STATION DESCRIPTION
 GP0703
 GP0703'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0703'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0703'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0703'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0703'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 1.0 MILES NORTHWEST
 GP0703'ALONG THE TALL MOUNTAIN ROAD, 75 FEET NORTHEAST OF THE JUNCTION OF A
 GP0703'T-ROAD NORTHWEST, 32 FEET SOUTHEAST OF THE ROAD, 2 FEET NORTHWEST OF
 GP0703'A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0703'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1647 ***********************************************************************
 DU1647  DESIGNATION -  1340.442
 DU1647  PID         -  DU1647
 DU1647  STATE/COUNTY-  AZ/MARICOPA
 DU1647  USGS QUAD   -  BUCKHORN (1982)
 DU1647
 DU1647                         *CURRENT SURVEY CONTROL
 DU1647  ___________________________________________________________________
 DU1647* NAD 83(1986)-  33 23 11.     (N)    111 42 07.     (W)     SCALED    
 DU1647* NAVD 88     -       408.505  (meters)    1340.24   (feet)  ADJUSTED  
 DU1647  ___________________________________________________________________
 DU1647  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1647  DYNAMIC HT  -         408.018 (meters)    1338.64  (feet)  COMP
 DU1647  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 DU1647
 DU1647  VERT ORDER  -  SECOND    CLASS I
 DU1647
 DU1647.The horizontal coordinates were scaled from a topographic map and have
 DU1647.an estimated accuracy of +/- 6 seconds.
 DU1647
 DU1647.The orthometric height was determined by differential leveling
 DU1647.and adjusted by the National Geodetic Survey in January 1998..
 DU1647
 DU1647.The geoid height was determined by GEOID03.
 DU1647
 DU1647.The dynamic height is computed by dividing the NAVD 88
 DU1647.geopotential number by the normal gravity value computed on the
 DU1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1647.degrees latitude (g = 980.6199 gals.).
 DU1647
 DU1647.The modeled gravity was interpolated from observed gravity values.
 DU1647
 DU1647;                    North         East    Units  Estimated Accuracy
 DU1647;SPC AZ C     -   264,620.      233,340.      MT  (+/- 180 meters Scaled)
 DU1647
 DU1647                          SUPERSEDED SURVEY CONTROL
 DU1647
 DU1647  NAVD 88 (11/29/93)  408.502  (m)         1340.23   (f) UNKNOWN     2 1
 DU1647
 DU1647.Superseded values are not recommended for survey control.
 DU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1647.See file dsdata.txt to determine how the superseded data were derived.
 DU1647
 DU1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB347943(NAD 83)
 DU1647_MARKER: DD = SURVEY DISK
 DU1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1647_SP_SET: CONCRETE IRRIGATION BOX
 DU1647_STAMPING: 1340.442 1962
 DU1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1647
 DU1647  HISTORY     - Date     Condition        Report By
 DU1647  HISTORY     - 1962     MONUMENTED       RBNF
 DU1647  HISTORY     - 1981     GOOD             AZDT
 DU1647  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1647
 DU1647                          STATION DESCRIPTION
 DU1647
 DU1647'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1647'IN MESA.
 DU1647'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1647'POWER ROAD, THENCE WEST 0.98 MILE (1.57 KM) WEST ALONG THE
 DU1647'SUPERSTITION FREEWAY CORRIDOR TO THE ROOSEVELT WATER CONSERVATION
 DU1647'DISTRICT CANAL AND THE MARK, 15 FT (4.57 METERS) NORTH OF A CONTROL
 DU1647'GATE ON THE MAIN CANAL, ABOUT 150 FT (45.72 METERS) EAST OF RECKER
 DU1647'ROAD, A BRASS CAP, AGENCY UNKNOWN, SET FLUSH WITH THE TOP OF AN
 DU1647'IRRIGATION BOX.
 DU1647
 DU1647                          STATION RECOVERY (1994)
 DU1647
 DU1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1647'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3210 ***********************************************************************
 AB3210  DESIGNATION -  1341.76 RESET
 AB3210  PID         -  AB3210
 AB3210  STATE/COUNTY-  AZ/LA PAZ
 AB3210  USGS QUAD   -  BEAR HILLS (1990)
 AB3210
 AB3210                         *CURRENT SURVEY CONTROL
 AB3210  ___________________________________________________________________
 AB3210* NAD 83(1986)-  33 40 52.     (N)    113 56 18.     (W)     SCALED    
 AB3210* NAVD 88     -       409.04   (+/-2cm)    1342.0    (feet)  VERTCON   
 AB3210  ___________________________________________________________________
 AB3210  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AB3210
 AB3210  VERT ORDER  -  THIRD (See Below)
 AB3210
 AB3210.The horizontal coordinates were scaled from a topographic map and have
 AB3210.an estimated accuracy of +/- 6 seconds.
 AB3210
 AB3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3210.The vertical order pertains to the NGVD 29 superseded value.
 AB3210
 AB3210.The geoid height was determined by GEOID03.
 AB3210
 AB3210;                    North         East    Units  Estimated Accuracy
 AB3210;SPC AZ W     -   297,310.      195,900.      MT  (+/- 180 meters Scaled)
 AB3210
 AB3210                          SUPERSEDED SURVEY CONTROL
 AB3210
 AB3210  NGVD 29 (03/28/06)  408.35   (m)         1339.7    (f) RESET       3  
 AB3210
 AB3210.Superseded values are not recommended for survey control.
 AB3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3210.See file dsdata.txt to determine how the superseded data were derived.
 AB3210
 AB3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC275306(NAD 83)
 AB3210_MARKER: DB = BENCH MARK DISK
 AB3210_SETTING: 80 = SET IN A BOULDER
 AB3210_STAMPING: 1341.76 AHD 1933 RESET 1965
 AB3210_MARK LOGO: CGS   
 AB3210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3210+STABILITY: SURFACE MOTION
 AB3210
 AB3210  HISTORY     - Date     Condition        Report By
 AB3210  HISTORY     - 1965     MONUMENTED       CGS
 AB3210  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 AB3210
 AB3210                          STATION DESCRIPTION
 AB3210
 AB3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAW)
 AB3210'ABOUT 17.7 MILES (28.5 KM) EAST OF QUARTZSITE, 0.45 MILE (0.72 KM)
 AB3210'EAST OF THE BRENDA SERVICE STATION AND CAFE, 0.05 MILE (0.08 KM) EAST
 AB3210'OF A LARGE DRY WASH, ON THE SOUTHWEST SLOPE OF A LOW RIDGE, 110 FEET
 AB3210'(33.5 M) SOUTH OF THE CENTER OF US HIGHWAY 60, 6.0 FEET (1.8 M) SOUTH
 AB3210'OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE AND 2.0 FEET (0.6 M) NORTHWEST
 AB3210'OF A METAL WITNESS POST WITH SIGN ATTACHED.  IN THE BOULDER WHOSE
 AB3210'SURFACE MEASUREMENTS ARE 18 INCHES LONG, 12 INCHES WIDE AND PROJECTING
 AB3210'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 AB3210
 AB3210                          STATION RECOVERY (2004)
 AB3210
 AB3210'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AB3210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1167 ***********************************************************************
 DV1167  DESIGNATION -  1345.01
 DV1167  PID         -  DV1167
 DV1167  STATE/COUNTY-  AZ/LA PAZ
 DV1167  USGS QUAD   -  HOPE (1990)
 DV1167
 DV1167                         *CURRENT SURVEY CONTROL
 DV1167  ___________________________________________________________________
 DV1167* NAD 83(1986)-  33 43 13.     (N)    113 44 18.     (W)     SCALED    
 DV1167* NAVD 88     -       410.88   (+/-2cm)    1348.0    (feet)  VERTCON   
 DV1167  ___________________________________________________________________
 DV1167  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1167
 DV1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1167
 DV1167.The horizontal coordinates were scaled from a topographic map and have
 DV1167.an estimated accuracy of +/- 6 seconds.
 DV1167
 DV1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1167.The vertical order pertains to the NGVD 29 superseded value.
 DV1167
 DV1167.The geoid height was determined by GEOID03.
 DV1167
 DV1167;                    North         East    Units  Estimated Accuracy
 DV1167;SPC AZ W     -   301,640.      214,440.      MT  (+/- 180 meters Scaled)
 DV1167
 DV1167                          SUPERSEDED SURVEY CONTROL
 DV1167
 DV1167  NGVD 29 (??/??/92)  410.194  (m)         1345.78   (f) ADJ UNCH    1 2
 DV1167
 DV1167.Superseded values are not recommended for survey control.
 DV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1167.See file dsdata.txt to determine how the superseded data were derived.
 DV1167
 DV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC462345(NAD 83)
 DV1167_MARKER: DD = SURVEY DISK
 DV1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1167_SP_SET: BRIDGE
 DV1167_STAMPING: 1345.01 2553+46
 DV1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1167
 DV1167  HISTORY     - Date     Condition        Report By
 DV1167  HISTORY     - UNK      MONUMENTED       AZHD
 DV1167  HISTORY     - 1948     GOOD             NGS
 DV1167  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1167
 DV1167                          STATION DESCRIPTION
 DV1167
 DV1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1167'8.8 MI W FROM SALOME.
 DV1167'8.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 2.0 MILES WEST OF
 DV1167'HOPE, AT STATION 2553+46, AT A CONCRETE BRIDGE, AND IN THE CENTER OF
 DV1167'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1167'DISK, STAMPED 1345.01 2553+46.
 DV1167
 DV1167                          STATION RECOVERY (1981)
 DV1167
 DV1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1167'NOT RECOVERED. NOTE-MARK IS BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1167'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1393 ***********************************************************************
 DV1393  DESIGNATION -  1345.72 RESET
 DV1393  PID         -  DV1393
 DV1393  STATE/COUNTY-  AZ/LA PAZ
 DV1393  USGS QUAD   -  BEAR HILLS (1990)
 DV1393
 DV1393                         *CURRENT SURVEY CONTROL
 DV1393  ___________________________________________________________________
 DV1393* NAD 83(1986)-  33 40 51.     (N)    113 56 25.     (W)     SCALED    
 DV1393* NAVD 88     -       409.738  (meters)    1344.28   (feet)  ADJUSTED  
 DV1393  ___________________________________________________________________
 DV1393  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1393  DYNAMIC HT  -         409.271 (meters)    1342.75  (feet)  COMP
 DV1393  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 DV1393
 DV1393  VERT ORDER  -  FIRST     CLASS II
 DV1393
 DV1393.The horizontal coordinates were scaled from a topographic map and have
 DV1393.an estimated accuracy of +/- 6 seconds.
 DV1393
 DV1393.The orthometric height was determined by differential leveling
 DV1393.and adjusted by the National Geodetic Survey in June 1991..
 DV1393
 DV1393.The geoid height was determined by GEOID03.
 DV1393
 DV1393.The dynamic height is computed by dividing the NAVD 88
 DV1393.geopotential number by the normal gravity value computed on the
 DV1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1393.degrees latitude (g = 980.6199 gals.).
 DV1393
 DV1393.The modeled gravity was interpolated from observed gravity values.
 DV1393
 DV1393;                    North         East    Units  Estimated Accuracy
 DV1393;SPC AZ W     -   297,280.      195,720.      MT  (+/- 180 meters Scaled)
 DV1393
 DV1393                          SUPERSEDED SURVEY CONTROL
 DV1393
 DV1393.No superseded survey control is available for this station.
 DV1393
 DV1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC274306(NAD 83)
 DV1393_MARKER: DB = BENCH MARK DISK
 DV1393_SETTING: 80 = SET IN A BOULDER
 DV1393_SP_SET: BOULDER
 DV1393_STAMPING: 1345.72 A.H.D. 1933 RESET 1965
 DV1393_MARK LOGO: CGS   
 DV1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1393+STABILITY: SURFACE MOTION
 DV1393
 DV1393  HISTORY     - Date     Condition        Report By
 DV1393  HISTORY     - 1965     MONUMENTED       AZHD
 DV1393  HISTORY     - 1981     GOOD             NGS
 DV1393  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1393
 DV1393                          STATION DESCRIPTION
 DV1393
 DV1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1393'34.3 KM (21.3 MI) SW FROM SALOME.
 DV1393'34.7 KM (21.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1393'SALOME ROAD IN SALOME, 0.5 KM (0.3 MI) NORTHEAST OF THE BRENDA SERVICE
 DV1393'STATION AND CAFE, SET IN TOP OF A 2 X 3 FOOT BOULDER PROJECTING 1
 DV1393'FOOT, 71.6 METERS (235 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF THE
 DV1393'FIRST HIGHWAY BRIDGE OVER A WASH NORTHEAST OF BRENDA, 35.8 METERS (118
 DV1393'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT)
 DV1393'SOUTHWEST OF A WHITE ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER
 DV1393'P.O.S.L. 1921+45.88 AND A BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY
 DV1393'FENCE, 1.9 METERS (6.3 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DV1393'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DV1393'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DV1393
 DV1393                          STATION RECOVERY (2004)
 DV1393
 DV1393'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0704 ***********************************************************************
 GP0704  DESIGNATION -  135 DOR
 GP0704  PID         -  GP0704
 GP0704  STATE/COUNTY-  AZ/NAVAJO
 GP0704  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0704
 GP0704                         *CURRENT SURVEY CONTROL
 GP0704  ___________________________________________________________________
 GP0704* NAD 83(1986)-  36 40 41.     (N)    110 32 28.     (W)     SCALED    
 GP0704* NAVD 88     -      2221.812  (meters)    7289.39   (feet)  ADJUSTED  
 GP0704  ___________________________________________________________________
 GP0704  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 GP0704  DYNAMIC HT  -        2218.973 (meters)    7280.08  (feet)  COMP
 GP0704  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 GP0704
 GP0704  VERT ORDER  -  SECOND    CLASS 0
 GP0704
 GP0704.The horizontal coordinates were scaled from a topographic map and have
 GP0704.an estimated accuracy of +/- 6 seconds.
 GP0704
 GP0704.The orthometric height was determined by differential leveling
 GP0704.and adjusted by the National Geodetic Survey in June 1991..
 GP0704
 GP0704.The geoid height was determined by GEOID03.
 GP0704
 GP0704.The dynamic height is computed by dividing the NAVD 88
 GP0704.geopotential number by the normal gravity value computed on the
 GP0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0704.degrees latitude (g = 980.6199 gals.).
 GP0704
 GP0704.The modeled gravity was interpolated from observed gravity values.
 GP0704
 GP0704;                    North         East    Units  Estimated Accuracy
 GP0704;SPC AZ E     -   629,810.      179,890.      MT  (+/- 180 meters Scaled)
 GP0704
 GP0704                          SUPERSEDED SURVEY CONTROL
 GP0704
 GP0704.No superseded survey control is available for this station.
 GP0704
 GP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF410592(NAD 83)
 GP0704_MARKER: DB = BENCH MARK DISK
 GP0704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0704_SP_SET: COPPER-CLAD STEEL ROD
 GP0704_STAMPING: 135 DOR 1969 7286
 GP0704_MARK LOGO: USGS  
 GP0704_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0704+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0704
 GP0704  HISTORY     - Date     Condition        Report By
 GP0704  HISTORY     - 1969     MONUMENTED       USGS
 GP0704
 GP0704                          STATION DESCRIPTION
 GP0704
 GP0704'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0704'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0704'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0704'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0704'NORTHWEST TO THE HEADQUARTERS BUILDING, 25 FEET SOUTHWEST OF THE
 GP0704'SOUTHWEST CORNER OF THE VISITOR CENTER BUILDING, 10 FEET EAST OF
 GP0704'-SANDAL TRAIL-, 7 FEET NORTH OF THE SIDEWALK, SET ON A COPPER-COATED
 GP0704'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0261 ***********************************************************************
 DV0261  DESIGNATION -  1351
 DV0261  PID         -  DV0261
 DV0261  STATE/COUNTY-  AZ/MARICOPA
 DV0261  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0261
 DV0261                         *CURRENT SURVEY CONTROL
 DV0261  ___________________________________________________________________
 DV0261* NAD 83(1986)-  33 41 23.     (N)    112 24 56.     (W)     SCALED    
 DV0261* NAVD 88     -       412.157  (meters)    1352.22   (feet)  ADJUSTED  
 DV0261  ___________________________________________________________________
 DV0261  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0261  DYNAMIC HT  -         411.677 (meters)    1350.64  (feet)  COMP
 DV0261  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV0261
 DV0261  VERT ORDER  -  FIRST     CLASS II
 DV0261
 DV0261.The horizontal coordinates were scaled from a topographic map and have
 DV0261.an estimated accuracy of +/- 6 seconds.
 DV0261
 DV0261.The orthometric height was determined by differential leveling
 DV0261.and adjusted by the National Geodetic Survey in June 1991..
 DV0261
 DV0261.The geoid height was determined by GEOID03.
 DV0261
 DV0261.The dynamic height is computed by dividing the NAVD 88
 DV0261.geopotential number by the normal gravity value computed on the
 DV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0261.degrees latitude (g = 980.6199 gals.).
 DV0261
 DV0261.The modeled gravity was interpolated from observed gravity values.
 DV0261
 DV0261;                    North         East    Units  Estimated Accuracy
 DV0261;SPC AZ C     -   298,350.      167,110.      MT  (+/- 180 meters Scaled)
 DV0261
 DV0261                          SUPERSEDED SURVEY CONTROL
 DV0261
 DV0261  NGVD 29 (??/??/92)  411.694  (m)         1350.70   (f) ADJ UNCH    1 2
 DV0261
 DV0261.Superseded values are not recommended for survey control.
 DV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0261.See file dsdata.txt to determine how the superseded data were derived.
 DV0261
 DV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC687286(NAD 83)
 DV0261_MARKER: P = PIPE CAP
 DV0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0261
 DV0261  HISTORY     - Date     Condition        Report By
 DV0261  HISTORY     - UNK      MONUMENTED       USGS
 DV0261  HISTORY     - 1933     GOOD             NGS
 DV0261  HISTORY     - 1939     GOOD             NGS
 DV0261  HISTORY     - 1981     POOR             NGS
 DV0261
 DV0261                          STATION DESCRIPTION
 DV0261
 DV0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0261'2.3 MI NW FROM BEARDSLEY.
 DV0261'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.2 MILES
 DV0261'NORTHWEST OF MILEPOST 167, 100 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0261
 DV0261                          STATION RECOVERY (1939)
 DV0261
 DV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0261'RECOVERED IN GOOD CONDITION.
 DV0261
 DV0261                          STATION RECOVERY (1981)
 DV0261
 DV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0291 ***********************************************************************
 FS0291  DESIGNATION -  1351+58.9
 FS0291  PID         -  FS0291
 FS0291  STATE/COUNTY-  AZ/MOHAVE
 FS0291  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0291
 FS0291                         *CURRENT SURVEY CONTROL
 FS0291  ___________________________________________________________________
 FS0291* NAD 83(1986)-  35 41 12.     (N)    114 28 09.     (W)     SCALED    
 FS0291* NAVD 88     -       754.382  (meters)    2475.00   (feet)  POSTED    
 FS0291  ___________________________________________________________________
 FS0291  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0291  DYNAMIC HT  -         753.560 (meters)    2472.30  (feet)  COMP
 FS0291  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 FS0291
 FS0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0291
 FS0291.The horizontal coordinates were scaled from a topographic map and have
 FS0291.an estimated accuracy of +/- 6 seconds.
 FS0291
 FS0291.The orthometric height was determined by differential leveling
 FS0291.and adjusted by the National Geodetic Survey in 1992..
 FS0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0291.rate of 0.0 thru 1.0 mm/km.
 FS0291
 FS0291.The geoid height was determined by GEOID03.
 FS0291
 FS0291.The dynamic height is computed by dividing the NAVD 88
 FS0291.geopotential number by the normal gravity value computed on the
 FS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0291.degrees latitude (g = 980.6199 gals.).
 FS0291
 FS0291.The modeled gravity was interpolated from observed gravity values.
 FS0291
 FS0291;                    North         East    Units  Estimated Accuracy
 FS0291;SPC AZ W     -   520,010.      148,270.      MT  (+/- 180 meters Scaled)
 FS0291
 FS0291                          SUPERSEDED SURVEY CONTROL
 FS0291
 FS0291  NGVD 29 (??/??/92)  753.67   (m)         2472.7    (f) COMPUTED    1 1
 FS0291
 FS0291.Superseded values are not recommended for survey control.
 FS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0291.See file dsdata.txt to determine how the superseded data were derived.
 FS0291
 FS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV290521(NAD 83)
 FS0291_MARKER: DD = SURVEY DISK
 FS0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0291_SP_SET: CULVERT
 FS0291_STAMPING: 2474.00 1351+58.9 1940
 FS0291_MARK LOGO: AZHD  
 FS0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0291
 FS0291  HISTORY     - Date     Condition        Report By
 FS0291  HISTORY     - 1940     MONUMENTED       AZHD
 FS0291  HISTORY     - 1949     GOOD             NGS
 FS0291  HISTORY     - 1982     GOOD             NGS
 FS0291
 FS0291                          STATION DESCRIPTION
 FS0291
 FS0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0291'23.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0291'23.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0291'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.3 MILE SOUTHEAST
 FS0291'OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO AN ARIZONA STATE
 FS0291'HIGHWAY MAINTENANCE CAMP, AT A DOUBLE 3- BY 6-FOOT CONCRETE BOX
 FS0291'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0291'HEAD WALL, 15.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0291'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0291
 FS0291                          STATION RECOVERY (1982)
 FS0291
 FS0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0291'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0111 ***********************************************************************
 DA0111  DESIGNATION -  1351+75
 DA0111  PID         -  DA0111
 DA0111  STATE/COUNTY-  AZ/MARICOPA
 DA0111  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0111
 DA0111                         *CURRENT SURVEY CONTROL
 DA0111  ___________________________________________________________________
 DA0111* NAD 83(1986)-  32 50 46.     (N)    112 17 22.     (W)     SCALED    
 DA0111* NAVD 88     -       539.18   (+/-2cm)    1769.0    (feet)  VERTCON   
 DA0111  ___________________________________________________________________
 DA0111  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0111
 DA0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0111
 DA0111.The horizontal coordinates were scaled from a topographic map and have
 DA0111.an estimated accuracy of +/- 6 seconds.
 DA0111
 DA0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0111.The vertical order pertains to the NGVD 29 superseded value.
 DA0111
 DA0111.The geoid height was determined by GEOID03.
 DA0111
 DA0111;                    North         East    Units  Estimated Accuracy
 DA0111;SPC AZ C     -   204,750.      178,470.      MT  (+/- 180 meters Scaled)
 DA0111
 DA0111                          SUPERSEDED SURVEY CONTROL
 DA0111
 DA0111  NGVD 29 (??/??/92)  538.525  (m)         1766.81   (f) ADJ UNCH    2 0
 DA0111
 DA0111.Superseded values are not recommended for survey control.
 DA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0111.See file dsdata.txt to determine how the superseded data were derived.
 DA0111
 DA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB793349(NAD 83)
 DA0111_MARKER: DD = SURVEY DISK
 DA0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0111_SP_SET: BRIDGE
 DA0111_STAMPING: 1351+75 1766.72 1959
 DA0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0111
 DA0111  HISTORY     - Date     Condition        Report By
 DA0111  HISTORY     - 1959     MONUMENTED       AZHD
 DA0111  HISTORY     - 1960     GOOD             NGS
 DA0111
 DA0111                          STATION DESCRIPTION
 DA0111
 DA0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0111'19.3 MI W FROM STANFIELD.
 DA0111'19.3 MILES WEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 DA0111'STANFIELD, 0.1 MILE EAST OF MILE POST 146, 25 FEET NORTH OF THE CENTER
 DA0111'LINE OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 DA0111'NORTH HEADWALL OF A LARGE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0076 ***********************************************************************
 DA0076  DESIGNATION -  1352.09
 DA0076  PID         -  DA0076
 DA0076  STATE/COUNTY-  AZ/PINAL
 DA0076  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0076
 DA0076                         *CURRENT SURVEY CONTROL
 DA0076  ___________________________________________________________________
 DA0076* NAD 83(1986)-  32 52 45.     (N)    112 01 57.     (W)     SCALED    
 DA0076* NAVD 88     -       412.74   (+/-2cm)    1354.1    (feet)  VERTCON   
 DA0076  ___________________________________________________________________
 DA0076  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0076
 DA0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0076
 DA0076.The horizontal coordinates were scaled from a topographic map and have
 DA0076.an estimated accuracy of +/- 6 seconds.
 DA0076
 DA0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0076.The vertical order pertains to the NGVD 29 superseded value.
 DA0076
 DA0076.The geoid height was determined by GEOID03.
 DA0076
 DA0076;                    North         East    Units  Estimated Accuracy
 DA0076;SPC AZ C     -   208,360.      202,520.      MT  (+/- 180 meters Scaled)
 DA0076
 DA0076                          SUPERSEDED SURVEY CONTROL
 DA0076
 DA0076  NGVD 29 (??/??/92)  412.158  (m)         1352.22   (f) ADJ UNCH    2 0
 DA0076
 DA0076.Superseded values are not recommended for survey control.
 DA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0076.See file dsdata.txt to determine how the superseded data were derived.
 DA0076
 DA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034383(NAD 83)
 DA0076_MARKER: DD = SURVEY DISK
 DA0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0076_SP_SET: RETAINING WALL
 DA0076_STAMPING: 1352.09 2242 + 01 1934
 DA0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0076
 DA0076  HISTORY     - Date     Condition        Report By
 DA0076  HISTORY     - 1934     MONUMENTED       AZHD
 DA0076  HISTORY     - 1951     GOOD             NGS
 DA0076  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0076
 DA0076                          STATION DESCRIPTION
 DA0076
 DA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0076'3.5 MI W FROM STANFIELD.
 DA0076'3.5 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0076'STANFIELD, AT A WIDE DIP, ABOUT 85 YARDS WEST OF AND ACROSS THE
 DA0076'HIGHWAY FROM HIGHWAY MILEPOST 162, IN THE TOP OF THE WEST END OF A
 DA0076'CONCRETE RETAINING WALL, 75 FEET WEST OF THE CENTER OF THE DIP, 13 1/2
 DA0076'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF THE
 DA0076'WEST END OF THE WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0076
 DA0076                          STATION RECOVERY (1963)
 DA0076
 DA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1065 ***********************************************************************
 DA1065  DESIGNATION -  1353+15
 DA1065  PID         -  DA1065
 DA1065  STATE/COUNTY-  AZ/YUMA
 DA1065  USGS QUAD   -  TACNA (1982)
 DA1065
 DA1065                         *CURRENT SURVEY CONTROL
 DA1065  ___________________________________________________________________
 DA1065* NAD 83(1986)-  32 42 28.     (N)    113 52 58.     (W)     SCALED    
 DA1065* NAVD 88     -        97.841  (meters)     321.00   (feet)  ADJUSTED  
 DA1065  ___________________________________________________________________
 DA1065  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA1065  DYNAMIC HT  -          97.728 (meters)     320.63  (feet)  COMP
 DA1065  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 DA1065
 DA1065  VERT ORDER  -  FIRST     CLASS II
 DA1065
 DA1065.The horizontal coordinates were scaled from a topographic map and have
 DA1065.an estimated accuracy of +/- 6 seconds.
 DA1065
 DA1065.The orthometric height was determined by differential leveling
 DA1065.and adjusted by the National Geodetic Survey in June 1991..
 DA1065
 DA1065.The geoid height was determined by GEOID03.
 DA1065
 DA1065.The dynamic height is computed by dividing the NAVD 88
 DA1065.geopotential number by the normal gravity value computed on the
 DA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1065.degrees latitude (g = 980.6199 gals.).
 DA1065
 DA1065.The modeled gravity was interpolated from observed gravity values.
 DA1065
 DA1065;                    North         East    Units  Estimated Accuracy
 DA1065;SPC AZ W     -   189,360.      200,910.      MT  (+/- 180 meters Scaled)
 DA1065
 DA1065                          SUPERSEDED SURVEY CONTROL
 DA1065
 DA1065  NGVD 29 (??/??/92)   97.181  (m)          318.83   (f) ADJ UNCH    1 2
 DA1065
 DA1065.Superseded values are not recommended for survey control.
 DA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1065.See file dsdata.txt to determine how the superseded data were derived.
 DA1065
 DA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB297225(NAD 83)
 DA1065_MARKER: DD = SURVEY DISK
 DA1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1065_SP_SET: BRIDGE
 DA1065_STAMPING: 319.27 1353+15 1353+80.83 1941
 DA1065_MARK LOGO: AZHD  
 DA1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1065
 DA1065  HISTORY     - Date     Condition        Report By
 DA1065  HISTORY     - 1941     MONUMENTED       AZHD
 DA1065  HISTORY     - 1962     GOOD             NGS
 DA1065  HISTORY     - 1981     GOOD             NGS
 DA1065  HISTORY     - 1981     GOOD             NGS
 DA1065
 DA1065                          STATION DESCRIPTION
 DA1065
 DA1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1065'3.1 MI E FROM TACNA.
 DA1065'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 DA1065'TACNA, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 DA1065'SOUTH GUARDRAIL OF A HIGHWAY BRIDGE OVER A WASH, 156 FEET NORTH OF
 DA1065'WOODEN RAILROAD BRIDGE NUMBER 785.06 ON THE SOUTHERN PACIFIC RAILWAY,
 DA1065'AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 DA1065
 DA1065                          STATION RECOVERY (1981)
 DA1065
 DA1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1065'RECOVERED IN GOOD CONDITION.
 DA1065
 DA1065                          STATION RECOVERY (1981)
 DA1065
 DA1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0305 ***********************************************************************
 DV0305  DESIGNATION -  1358
 DV0305  PID         -  DV0305
 DV0305  STATE/COUNTY-  AZ/MARICOPA
 DV0305  USGS QUAD   -  MOBILE (1978)
 DV0305
 DV0305                         *CURRENT SURVEY CONTROL
 DV0305  ___________________________________________________________________
 DV0305* NAD 83(1986)-  33 02 52.     (N)    112 18 00.     (W)     SCALED    
 DV0305* NAVD 88     -       414.55   (+/-2cm)    1360.1    (feet)  VERTCON   
 DV0305  ___________________________________________________________________
 DV0305  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0305
 DV0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0305
 DV0305.The horizontal coordinates were scaled from a topographic map and have
 DV0305.an estimated accuracy of +/- 6 seconds.
 DV0305
 DV0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0305.The vertical order pertains to the NGVD 29 superseded value.
 DV0305
 DV0305.The geoid height was determined by GEOID03.
 DV0305
 DV0305;                    North         East    Units  Estimated Accuracy
 DV0305;SPC AZ C     -   227,120.      177,560.      MT  (+/- 180 meters Scaled)
 DV0305
 DV0305                          SUPERSEDED SURVEY CONTROL
 DV0305
 DV0305  NGVD 29 (??/??/92)  413.93   (m)         1358.0    (f) COMPUTED    1 2
 DV0305
 DV0305.Superseded values are not recommended for survey control.
 DV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0305.See file dsdata.txt to determine how the superseded data were derived.
 DV0305
 DV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB786573(NAD 83)
 DV0305_MARKER: P = PIPE CAP
 DV0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0305
 DV0305  HISTORY     - Date     Condition        Report By
 DV0305  HISTORY     - UNK      MONUMENTED       USGS
 DV0305  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0305
 DV0305                          STATION DESCRIPTION
 DV0305
 DV0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0305'1.3 MI SW FROM MOBILE.
 DV0305'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0305'STATION SIGN AT MOBILE, 1/4 MILE SOUTHWEST OF BRIDGE 882 C, 145 FEET
 DV0305'NORTHEAST OF RAIL-TOP CULVERT 882 B, AND 60 FEET SOUTHEAST OF THE
 DV0305'TRACK.  A USGS STANDARD CAP RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DV0305'PIPE.  NOTE-- IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR
 DV0305'DESTROYED BY CONSTRUCTION ALONG THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0433 ***********************************************************************
 CZ0433  DESIGNATION -  1358+85
 CZ0433  PID         -  CZ0433
 CZ0433  STATE/COUNTY-  AZ/PINAL
 CZ0433  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0433
 CZ0433                         *CURRENT SURVEY CONTROL
 CZ0433  ___________________________________________________________________
 CZ0433* NAD 83(1986)-  32 43 55.     (N)    111 07 00.     (W)     SCALED    
 CZ0433* NAVD 88     -       847.88   (+/-2cm)    2781.8    (feet)  VERTCON   
 CZ0433  ___________________________________________________________________
 CZ0433  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0433
 CZ0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0433
 CZ0433.The horizontal coordinates were scaled from a topographic map and have
 CZ0433.an estimated accuracy of +/- 6 seconds.
 CZ0433
 CZ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0433.The vertical order pertains to the NGVD 29 superseded value.
 CZ0433
 CZ0433.The geoid height was determined by GEOID03.
 CZ0433
 CZ0433;                    North         East    Units  Estimated Accuracy
 CZ0433;SPC AZ C     -   192,310.      288,340.      MT  (+/- 180 meters Scaled)
 CZ0433
 CZ0433                          SUPERSEDED SURVEY CONTROL
 CZ0433
 CZ0433  NGVD 29 (??/??/92)  847.258  (m)         2779.71   (f) ADJ UNCH    2 0
 CZ0433
 CZ0433.Superseded values are not recommended for survey control.
 CZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0433.See file dsdata.txt to determine how the superseded data were derived.
 CZ0433
 CZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB890215(NAD 83)
 CZ0433_MARKER: DD = SURVEY DISK
 CZ0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0433_SP_SET: CULVERT
 CZ0433_STAMPING: 1358+85 2779.48
 CZ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0433
 CZ0433  HISTORY     - Date     Condition        Report By
 CZ0433  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0433  HISTORY     - 1962     GOOD             NGS
 CZ0433
 CZ0433                          STATION DESCRIPTION
 CZ0433
 CZ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0433'15.7 MI NW FROM ORACLE JUNCTION.
 CZ0433'15.7 MILES NORTHWEST AALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0433'JUNCTION, 15.8 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 80, 5.8
 CZ0433'FEET NORTHWEST OF THE SOUTH END OF THE CULVERT, A STANDARD DISK SET IN
 CZ0433'A DRILLHOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0705 ***********************************************************************
 GP0705  DESIGNATION -  136 DOR
 GP0705  PID         -  GP0705
 GP0705  STATE/COUNTY-  AZ/NAVAJO
 GP0705  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0705
 GP0705                         *CURRENT SURVEY CONTROL
 GP0705  ___________________________________________________________________
 GP0705* NAD 83(1986)-  36 40 06.     (N)    110 31 53.     (W)     SCALED    
 GP0705* NAVD 88     -      2227.889  (meters)    7309.33   (feet)  ADJUSTED  
 GP0705  ___________________________________________________________________
 GP0705  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0705  DYNAMIC HT  -        2225.064 (meters)    7300.06  (feet)  COMP
 GP0705  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 GP0705
 GP0705  VERT ORDER  -  SECOND    CLASS 0
 GP0705
 GP0705.The horizontal coordinates were scaled from a topographic map and have
 GP0705.an estimated accuracy of +/- 6 seconds.
 GP0705
 GP0705.The orthometric height was determined by differential leveling
 GP0705.and adjusted by the National Geodetic Survey in June 1991..
 GP0705
 GP0705.The geoid height was determined by GEOID03.
 GP0705
 GP0705.The dynamic height is computed by dividing the NAVD 88
 GP0705.geopotential number by the normal gravity value computed on the
 GP0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0705.degrees latitude (g = 980.6199 gals.).
 GP0705
 GP0705.The modeled gravity was interpolated from observed gravity values.
 GP0705
 GP0705;                    North         East    Units  Estimated Accuracy
 GP0705;SPC AZ E     -   628,730.      180,760.      MT  (+/- 180 meters Scaled)
 GP0705
 GP0705                          SUPERSEDED SURVEY CONTROL
 GP0705
 GP0705.No superseded survey control is available for this station.
 GP0705
 GP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF418581(NAD 83)
 GP0705_MARKER: DB = BENCH MARK DISK
 GP0705_SETTING: 66 = SET IN ROCK OUTCROP
 GP0705_SP_SET: ROCK OUTCROP
 GP0705_STAMPING: 136 DOR 1969 7306
 GP0705_MARK LOGO: USGS  
 GP0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0705+STABILITY: POSITION/ELEVATION WELL
 GP0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0705+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0705
 GP0705  HISTORY     - Date     Condition        Report By
 GP0705  HISTORY     - 1969     MONUMENTED       USGS
 GP0705
 GP0705                          STATION DESCRIPTION
 GP0705
 GP0705'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0705'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0705'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0705'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 8.6 MILES NORTH AND
 GP0705'NORTHWEST TO A WIDE SPOT IN THE PAVEMENT, 64 FEET SOUTHWEST AND 7
 GP0705'FEET LOWER THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A LARGE
 GP0705'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1430 ***********************************************************************
 CZ1430  DESIGNATION -  1361+93.77
 CZ1430  PID         -  CZ1430
 CZ1430  STATE/COUNTY-  AZ/PIMA
 CZ1430  USGS QUAD   -  MARANA (1992)
 CZ1430
 CZ1430                         *CURRENT SURVEY CONTROL
 CZ1430  ___________________________________________________________________
 CZ1430* NAD 83(1986)-  32 24 09.     (N)    111 08 44.     (W)     SCALED    
 CZ1430* NAVD 88     -       631.620  (meters)    2072.24   (feet)  ADJUSTED  
 CZ1430  ___________________________________________________________________
 CZ1430  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1430  DYNAMIC HT  -         630.783 (meters)    2069.49  (feet)  COMP
 CZ1430  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 CZ1430
 CZ1430  VERT ORDER  -  FIRST     CLASS II
 CZ1430
 CZ1430.The horizontal coordinates were scaled from a topographic map and have
 CZ1430.an estimated accuracy of +/- 6 seconds.
 CZ1430
 CZ1430.The orthometric height was determined by differential leveling
 CZ1430.and adjusted by the National Geodetic Survey in June 1991..
 CZ1430
 CZ1430.The geoid height was determined by GEOID03.
 CZ1430
 CZ1430.The dynamic height is computed by dividing the NAVD 88
 CZ1430.geopotential number by the normal gravity value computed on the
 CZ1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1430.degrees latitude (g = 980.6199 gals.).
 CZ1430
 CZ1430.The modeled gravity was interpolated from observed gravity values.
 CZ1430
 CZ1430;                    North         East    Units  Estimated Accuracy
 CZ1430;SPC AZ C     -   155,760.      285,900.      MT  (+/- 180 meters Scaled)
 CZ1430
 CZ1430                          SUPERSEDED SURVEY CONTROL
 CZ1430
 CZ1430.No superseded survey control is available for this station.
 CZ1430
 CZ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA863850(NAD 83)
 CZ1430_MARKER: DB = BENCH MARK DISK
 CZ1430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1430_SP_SET: BRIDGE CURB
 CZ1430_STAMPING: 2070.25 1361+93.77 55
 CZ1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1430+STABILITY: SURFACE MOTION
 CZ1430
 CZ1430  HISTORY     - Date     Condition        Report By
 CZ1430  HISTORY     - 1955     MONUMENTED       AZHD
 CZ1430  HISTORY     - 1980     GOOD             NGS
 CZ1430  HISTORY     - 19960204 GOOD             USPSQD
 CZ1430
 CZ1430                          STATION DESCRIPTION
 CZ1430
 CZ1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1430'26.9 KM NW FROM TUCSON.
 CZ1430'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1430'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.6 KILOMETERS (1.0 MILE)
 CZ1430'WEST ALONG AVRA VALLEY ROAD, SET IN TOP OF THE SOUTHEAST CONCRETE
 CZ1430'CURB AND GUARD RAIL OF A CONCRETE BRIDGE OVER THE SANTA CRUZ RIVER,
 CZ1430'4.0 METERS (13.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CZ1430'5.6 METERS (18.2 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB
 CZ1430'AND 0.6 METER (2.0 FEET) NORTHEAST OF AN EXPANSION JOINT.
 CZ1430'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
 CZ1430
 CZ1430                          STATION RECOVERY (1996)
 CZ1430
 CZ1430'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0682 ***********************************************************************
 DW0682  DESIGNATION -  1365+21.70
 DW0682  PID         -  DW0682
 DW0682  STATE/COUNTY-  AZ/LA PAZ
 DW0682  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0682
 DW0682                         *CURRENT SURVEY CONTROL
 DW0682  ___________________________________________________________________
 DW0682* NAD 83(1986)-  33 40 45.     (N)    114 05 44.     (W)     SCALED    
 DW0682* NAVD 88     -       431.27   (+/-2cm)    1414.9    (feet)  VERTCON   
 DW0682  ___________________________________________________________________
 DW0682  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DW0682
 DW0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0682
 DW0682.The horizontal coordinates were scaled from a topographic map and have
 DW0682.an estimated accuracy of +/- 6 seconds.
 DW0682
 DW0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0682.The vertical order pertains to the NGVD 29 superseded value.
 DW0682
 DW0682.The geoid height was determined by GEOID03.
 DW0682
 DW0682;                    North         East    Units  Estimated Accuracy
 DW0682;SPC AZ W     -   297,130.      181,320.      MT  (+/- 180 meters Scaled)
 DW0682
 DW0682                          SUPERSEDED SURVEY CONTROL
 DW0682
 DW0682  NGVD 29 (??/??/??)  430.574  (m)         1412.64   (f) ADJUSTED    2 0
 DW0682
 DW0682.Superseded values are not recommended for survey control.
 DW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0682.See file dsdata.txt to determine how the superseded data were derived.
 DW0682
 DW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT692303(NAD 83)
 DW0682_MARKER: DD = SURVEY DISK
 DW0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0682_STAMPING: 1365+2170 150.12 1953
 DW0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0682+STABILITY: SURFACE MOTION
 DW0682
 DW0682  HISTORY     - Date     Condition        Report By
 DW0682  HISTORY     - 1953     MONUMENTED       AZHD
 DW0682  HISTORY     - 1962     GOOD             NGS
 DW0682  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0682
 DW0682                          STATION DESCRIPTION
 DW0682
 DW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0682'8.2 MI E FROM QUARTZSITE.
 DW0682'ABOUT 8.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0682'POST OFFICE AT QUARTZSITE, 157 FEET SOUTH OF THE CENTER OF THE
 DW0682'EAST BOUND LANE, 17 FEET SOUTH OF A RIGHT OF WAY POST, 0.5 FOOT
 DW0682'SOUTH OF RIGHT OF WAY FENCE, 2 FEET WEST OF RIGHT OF WAY POST,
 DW0682'4.2 FEET EAST OF A METAL WITNESS POST, AND IS SET IN TOP OF A
 DW0682'CONCRETE POST PROJECTING 1 INCH.
 DW0682
 DW0682                          STATION RECOVERY (1981)
 DW0682
 DW0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0682'NOT RECOVERED. NOTE-CONCRETE POST WAS FOUND AT DESCRIBED LOCATION BUT
 DW0682'THE DISK WAS NOT INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0602 ***********************************************************************
 GR0602  DESIGNATION -  1366.63
 GR0602  PID         -  GR0602
 GR0602  STATE/COUNTY-  AZ/MOHAVE
 GR0602  USGS QUAD   -  HOOVER DAM (1997)
 GR0602
 GR0602                         *CURRENT SURVEY CONTROL
 GR0602  ___________________________________________________________________
 GR0602* NAD 83(1986)-  36 00 36.     (N)    114 43 44.     (W)     SCALED    
 GR0602* NAVD 88     -       416.220  (meters)    1365.55   (feet)  POSTED    
 GR0602  ___________________________________________________________________
 GR0602  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0602  DYNAMIC HT  -         415.810 (meters)    1364.20  (feet)  COMP
 GR0602  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 GR0602
 GR0602  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0602
 GR0602.The horizontal coordinates were scaled from a topographic map and have
 GR0602.an estimated accuracy of +/- 6 seconds.
 GR0602
 GR0602.The orthometric height was determined by differential leveling
 GR0602.and adjusted by the National Geodetic Survey in 1992..
 GR0602.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0602.rate of 2.1 thru 3.0 mm/km.
 GR0602
 GR0602.The geoid height was determined by GEOID03.
 GR0602
 GR0602.The dynamic height is computed by dividing the NAVD 88
 GR0602.geopotential number by the normal gravity value computed on the
 GR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0602.degrees latitude (g = 980.6199 gals.).
 GR0602
 GR0602.The modeled gravity was interpolated from observed gravity values.
 GR0602
 GR0602;                    North         East    Units  Estimated Accuracy
 GR0602;SPC AZ W     -   556,080.      125,120.      MT  (+/- 180 meters Scaled)
 GR0602
 GR0602                          SUPERSEDED SURVEY CONTROL
 GR0602
 GR0602  NGVD 29 (??/??/92)  415.52   (m)         1363.3    (f) COMPUTED    1 1
 GR0602
 GR0602.Superseded values are not recommended for survey control.
 GR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0602.See file dsdata.txt to determine how the superseded data were derived.
 GR0602
 GR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV046874(NAD 83)
 GR0602_MARKER: P = PIPE CAP
 GR0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0602_STAMPING: 1366.63 1935
 GR0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0602
 GR0602  HISTORY     - Date     Condition        Report By
 GR0602  HISTORY     - 1935     MONUMENTED       BPR
 GR0602  HISTORY     - 1950     GOOD             NGS
 GR0602  HISTORY     - 1963     GOOD             NGS
 GR0602  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0602
 GR0602                          STATION DESCRIPTION
 GR0602
 GR0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0602'1.1 MI E FROM HOOVER DAM.
 GR0602'1.1 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0602'OF HOOVER DAM, AT THE SOUTH END OF A SMALL PARKING AREA, 31.5 FEET
 GR0602'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.0 FEET WEST OF THE
 GR0602'NORTHWEST END OF A GUARD RAIL, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 GR0602'AND SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT
 GR0602'ABOVE THE GROUND.
 GR0602
 GR0602                          STATION RECOVERY (1963)
 GR0602
 GR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0602'RECOVERED IN GOOD CONDITION.
 GR0602
 GR0602                          STATION RECOVERY (1979)
 GR0602
 GR0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1168 ***********************************************************************
 DV1168  DESIGNATION -  1368.45
 DV1168  PID         -  DV1168
 DV1168  STATE/COUNTY-  AZ/LA PAZ
 DV1168  USGS QUAD   -  HOPE (1990)
 DV1168
 DV1168                         *CURRENT SURVEY CONTROL
 DV1168  ___________________________________________________________________
 DV1168* NAD 83(1986)-  33 43 16.     (N)    113 43 53.     (W)     SCALED    
 DV1168* NAVD 88     -       418.07   (+/-2cm)    1371.6    (feet)  VERTCON   
 DV1168  ___________________________________________________________________
 DV1168  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1168
 DV1168  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1168
 DV1168.The horizontal coordinates were scaled from a topographic map and have
 DV1168.an estimated accuracy of +/- 6 seconds.
 DV1168
 DV1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1168.The vertical order pertains to the NGVD 29 superseded value.
 DV1168
 DV1168.The geoid height was determined by GEOID03.
 DV1168
 DV1168;                    North         East    Units  Estimated Accuracy
 DV1168;SPC AZ W     -   301,730.      215,090.      MT  (+/- 180 meters Scaled)
 DV1168
 DV1168                          SUPERSEDED SURVEY CONTROL
 DV1168
 DV1168  NGVD 29 (??/??/92)  417.385  (m)         1369.37   (f) ADJ UNCH    1 2
 DV1168
 DV1168.Superseded values are not recommended for survey control.
 DV1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1168.See file dsdata.txt to determine how the superseded data were derived.
 DV1168
 DV1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC469345(NAD 83)
 DV1168_MARKER: DD = SURVEY DISK
 DV1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1168_SP_SET: WALL
 DV1168_STAMPING: 1368.45 2575+01.25
 DV1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1168
 DV1168  HISTORY     - Date     Condition        Report By
 DV1168  HISTORY     - UNK      MONUMENTED       AZHD
 DV1168  HISTORY     - 1948     GOOD             NGS
 DV1168  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1168
 DV1168                          STATION DESCRIPTION
 DV1168
 DV1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1168'8.5 MI W FROM SALOME.
 DV1168'8.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 1.6
 DV1168'MILES WEST OF HOPE, AT STATION 2575+01.25, AT A SMALL CONCRETE BRIDGE,
 DV1168'AND IN THE CENTER OF THE TOP OF THE SOUTH PARAPET WALL.  AN ARIZONA
 DV1168'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1368.45 2575+01.25.
 DV1168
 DV1168                          STATION RECOVERY (1981)
 DV1168
 DV1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1168'NOT RECOVERED. NOTE-MARK IS BELIEVED DESTROYED ALONG WITH HEADWALL
 DV1168'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0706 ***********************************************************************
 GP0706  DESIGNATION -  137 DOR
 GP0706  PID         -  GP0706
 GP0706  STATE/COUNTY-  AZ/NAVAJO
 GP0706  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0706
 GP0706                         *CURRENT SURVEY CONTROL
 GP0706  ___________________________________________________________________
 GP0706* NAD 83(1986)-  36 39 23.     (N)    110 31 17.     (W)     SCALED    
 GP0706* NAVD 88     -      2172.027  (meters)    7126.06   (feet)  ADJUSTED  
 GP0706  ___________________________________________________________________
 GP0706  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GP0706  DYNAMIC HT  -        2169.289 (meters)    7117.08  (feet)  COMP
 GP0706  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 GP0706
 GP0706  VERT ORDER  -  SECOND    CLASS 0
 GP0706
 GP0706.The horizontal coordinates were scaled from a topographic map and have
 GP0706.an estimated accuracy of +/- 6 seconds.
 GP0706
 GP0706.The orthometric height was determined by differential leveling
 GP0706.and adjusted by the National Geodetic Survey in June 1991..
 GP0706
 GP0706.The geoid height was determined by GEOID03.
 GP0706
 GP0706.The dynamic height is computed by dividing the NAVD 88
 GP0706.geopotential number by the normal gravity value computed on the
 GP0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0706.degrees latitude (g = 980.6199 gals.).
 GP0706
 GP0706.The modeled gravity was interpolated from observed gravity values.
 GP0706
 GP0706;                    North         East    Units  Estimated Accuracy
 GP0706;SPC AZ E     -   627,400.      181,650.      MT  (+/- 180 meters Scaled)
 GP0706
 GP0706                          SUPERSEDED SURVEY CONTROL
 GP0706
 GP0706.No superseded survey control is available for this station.
 GP0706
 GP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF427568(NAD 83)
 GP0706_MARKER: DB = BENCH MARK DISK
 GP0706_SETTING: 66 = SET IN ROCK OUTCROP
 GP0706_SP_SET: ROCK OUTCROP
 GP0706_STAMPING: 137 DOR 1969 7123
 GP0706_MARK LOGO: USGS  
 GP0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0706+STABILITY: POSITION/ELEVATION WELL
 GP0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0706+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0706
 GP0706  HISTORY     - Date     Condition        Report By
 GP0706  HISTORY     - 1969     MONUMENTED       USGS
 GP0706
 GP0706                          STATION DESCRIPTION
 GP0706
 GP0706'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0706'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0706'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0706'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 7.4 MILES NORTH AND
 GP0706'NORTHWEST, 0.1 MILE EAST OF A T-ROAD SOUTHWEST, 110 FEET NORTHEAST
 GP0706'AND 7 FEET HIGHER THAN THE ROAD, 1 FOOT SOUTHWEST OF A WITNESS, IN A
 GP0706'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0289 ***********************************************************************
 FS0289  DESIGNATION -  1376+45
 FS0289  PID         -  FS0289
 FS0289  STATE/COUNTY-  AZ/MOHAVE
 FS0289  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0289
 FS0289                         *CURRENT SURVEY CONTROL
 FS0289  ___________________________________________________________________
 FS0289* NAD 83(1986)-  35 41 36.     (N)    114 28 15.     (W)     SCALED    
 FS0289* NAVD 88     -       747.998  (meters)    2454.06   (feet)  POSTED    
 FS0289  ___________________________________________________________________
 FS0289  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0289  DYNAMIC HT  -         747.190 (meters)    2451.41  (feet)  COMP
 FS0289  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 FS0289
 FS0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0289
 FS0289.The horizontal coordinates were scaled from a topographic map and have
 FS0289.an estimated accuracy of +/- 6 seconds.
 FS0289
 FS0289.The orthometric height was determined by differential leveling
 FS0289.and adjusted by the National Geodetic Survey in 1992..
 FS0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0289.rate of 0.0 thru 1.0 mm/km.
 FS0289
 FS0289.The geoid height was determined by GEOID03.
 FS0289
 FS0289.The dynamic height is computed by dividing the NAVD 88
 FS0289.geopotential number by the normal gravity value computed on the
 FS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0289.degrees latitude (g = 980.6199 gals.).
 FS0289
 FS0289.The modeled gravity was interpolated from observed gravity values.
 FS0289
 FS0289;                    North         East    Units  Estimated Accuracy
 FS0289;SPC AZ W     -   520,750.      148,120.      MT  (+/- 180 meters Scaled)
 FS0289
 FS0289                          SUPERSEDED SURVEY CONTROL
 FS0289
 FS0289  NGVD 29 (??/??/92)  747.293  (m)         2451.74   (f) ADJ UNCH    1 1
 FS0289
 FS0289.Superseded values are not recommended for survey control.
 FS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0289.See file dsdata.txt to determine how the superseded data were derived.
 FS0289
 FS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288528(NAD 83)
 FS0289_MARKER: DD = SURVEY DISK
 FS0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0289_SP_SET: CULVERT
 FS0289_STAMPING: 1376+45 2453.03 1936
 FS0289_MARK LOGO: AZHD  
 FS0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0289
 FS0289  HISTORY     - Date     Condition        Report By
 FS0289  HISTORY     - 1936     MONUMENTED       AZHD
 FS0289  HISTORY     - 1949     GOOD             NGS
 FS0289  HISTORY     - 1982     GOOD             NGS
 FS0289
 FS0289                          STATION DESCRIPTION
 FS0289
 FS0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0289'23.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0289'23.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0289'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE NORTHWEST
 FS0289'OF THE JUNCTION OF A DRIVEWAY TO AN ARIZONA STATE HIGHWAY
 FS0289'DEPARTMENT MAINTENANCE CAMP, 149 FEET SOUTHEAST OF MILEPOST 29,
 FS0289'64 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT
 FS0289'ROAD LEADING NORTHEAST, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT,
 FS0289'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0289'14.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0289'1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0289
 FS0289                          STATION RECOVERY (1982)
 FS0289
 FS0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0289'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0434 ***********************************************************************
 CZ0434  DESIGNATION -  1377+67
 CZ0434  PID         -  CZ0434
 CZ0434  STATE/COUNTY-  AZ/PINAL
 CZ0434  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0434
 CZ0434                         *CURRENT SURVEY CONTROL
 CZ0434  ___________________________________________________________________
 CZ0434* NAD 83(1986)-  32 43 39.     (N)    111 06 46.     (W)     SCALED    
 CZ0434* NAVD 88     -       852.81   (+/-2cm)    2797.9    (feet)  VERTCON   
 CZ0434  ___________________________________________________________________
 CZ0434  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ0434
 CZ0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0434
 CZ0434.The horizontal coordinates were scaled from a topographic map and have
 CZ0434.an estimated accuracy of +/- 6 seconds.
 CZ0434
 CZ0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0434.The vertical order pertains to the NGVD 29 superseded value.
 CZ0434
 CZ0434.The geoid height was determined by GEOID03.
 CZ0434
 CZ0434;                    North         East    Units  Estimated Accuracy
 CZ0434;SPC AZ C     -   191,820.      288,710.      MT  (+/- 180 meters Scaled)
 CZ0434
 CZ0434                          SUPERSEDED SURVEY CONTROL
 CZ0434
 CZ0434  NGVD 29 (??/??/92)  852.185  (m)         2795.88   (f) ADJ UNCH    2 0
 CZ0434
 CZ0434.Superseded values are not recommended for survey control.
 CZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0434.See file dsdata.txt to determine how the superseded data were derived.
 CZ0434
 CZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB894210(NAD 83)
 CZ0434_MARKER: DD = SURVEY DISK
 CZ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0434_SP_SET: CULVERT
 CZ0434_STAMPING: 1377+67 2795.64
 CZ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0434
 CZ0434  HISTORY     - Date     Condition        Report By
 CZ0434  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0434  HISTORY     - 1962     GOOD             NGS
 CZ0434
 CZ0434                          STATION DESCRIPTION
 CZ0434
 CZ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0434'15.3 MI NW FROM ORACLE JUNCTION.
 CZ0434'15.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0434'JUNCTION, 15.6 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, A
 CZ0434'STANDARD DISK SET IN A DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE
 CZ0434'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0062 ***********************************************************************
 EU0062  DESIGNATION -  1377.75
 EU0062  PID         -  EU0062
 EU0062  STATE/COUNTY-  AZ/MOHAVE
 EU0062  USGS QUAD   -  YUCCA (1970)
 EU0062
 EU0062                         *CURRENT SURVEY CONTROL
 EU0062  ___________________________________________________________________
 EU0062* NAD 83(1986)-  34 46 17.     (N)    114 11 35.     (W)     SCALED    
 EU0062* NAVD 88     -       420.59   (+/-2cm)    1379.9    (feet)  VERTCON   
 EU0062  ___________________________________________________________________
 EU0062  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EU0062
 EU0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0062
 EU0062.The horizontal coordinates were scaled from a topographic map and have
 EU0062.an estimated accuracy of +/- 6 seconds.
 EU0062
 EU0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0062.The vertical order pertains to the NGVD 29 superseded value.
 EU0062
 EU0062.The geoid height was determined by GEOID03.
 EU0062
 EU0062;                    North         East    Units  Estimated Accuracy
 EU0062;SPC AZ W     -   418,320.      172,810.      MT  (+/- 180 meters Scaled)
 EU0062
 EU0062                          SUPERSEDED SURVEY CONTROL
 EU0062
 EU0062  NGVD 29 (??/??/??)  419.877  (m)         1377.55   (f) ADJUSTED    2 0
 EU0062
 EU0062.Superseded values are not recommended for survey control.
 EU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0062.See file dsdata.txt to determine how the superseded data were derived.
 EU0062
 EU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU568512(NAD 83)
 EU0062_MARKER: DD = SURVEY DISK
 EU0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0062_SP_SET: CULVERT
 EU0062_STAMPING: 1377.75 929X8216 1951
 EU0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0062
 EU0062  HISTORY     - Date     Condition        Report By
 EU0062  HISTORY     - 1951     MONUMENTED       AZHD
 EU0062  HISTORY     - 1961     GOOD             NGS
 EU0062  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0062  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0062
 EU0062                          STATION DESCRIPTION
 EU0062
 EU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0062'8.4 MI SW FROM YUCCA.
 EU0062'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0062'THENCE 8.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, ABOUT 0.05
 EU0062'MILES SOUTHWEST OF THE JUNCTION OF A SAND ROAD TO THE SOUTHEAST,
 EU0062'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0062'OF A 60 FOOT CONCRETE BOX CULVERT WITH 6 OPENINGS, 18 FEET
 EU0062'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0062'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0062
 EU0062                          STATION RECOVERY (1970)
 EU0062
 EU0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0062'MARK NOT FOUND.
 EU0062
 EU0062                          STATION RECOVERY (1981)
 EU0062
 EU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0062'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0707 ***********************************************************************
 GP0707  DESIGNATION -  138 DOR
 GP0707  PID         -  GP0707
 GP0707  STATE/COUNTY-  AZ/NAVAJO
 GP0707  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0707
 GP0707                         *CURRENT SURVEY CONTROL
 GP0707  ___________________________________________________________________
 GP0707* NAD 83(1986)-  36 38 32.     (N)    110 30 51.     (W)     SCALED    
 GP0707* NAVD 88     -      2186.169  (meters)    7172.46   (feet)  ADJUSTED  
 GP0707  ___________________________________________________________________
 GP0707  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GP0707  DYNAMIC HT  -        2183.431 (meters)    7163.47  (feet)  COMP
 GP0707  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 GP0707
 GP0707  VERT ORDER  -  SECOND    CLASS 0
 GP0707
 GP0707.The horizontal coordinates were scaled from a topographic map and have
 GP0707.an estimated accuracy of +/- 6 seconds.
 GP0707
 GP0707.The orthometric height was determined by differential leveling
 GP0707.and adjusted by the National Geodetic Survey in June 1991..
 GP0707
 GP0707.The geoid height was determined by GEOID03.
 GP0707
 GP0707.The dynamic height is computed by dividing the NAVD 88
 GP0707.geopotential number by the normal gravity value computed on the
 GP0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0707.degrees latitude (g = 980.6199 gals.).
 GP0707
 GP0707.The modeled gravity was interpolated from observed gravity values.
 GP0707
 GP0707;                    North         East    Units  Estimated Accuracy
 GP0707;SPC AZ E     -   625,830.      182,290.      MT  (+/- 180 meters Scaled)
 GP0707
 GP0707                          SUPERSEDED SURVEY CONTROL
 GP0707
 GP0707.No superseded survey control is available for this station.
 GP0707
 GP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF434552(NAD 83)
 GP0707_MARKER: DB = BENCH MARK DISK
 GP0707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0707_SP_SET: COPPER-CLAD STEEL ROD
 GP0707_STAMPING: 138 DOR 1969 7169
 GP0707_MARK LOGO: USGS  
 GP0707_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0707+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0707
 GP0707  HISTORY     - Date     Condition        Report By
 GP0707  HISTORY     - 1969     MONUMENTED       USGS
 GP0707
 GP0707                          STATION DESCRIPTION
 GP0707
 GP0707'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0707'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0707'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0707'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 6.3 MILES NORTH AND
 GP0707'NORTHWEST, 200 FEET SOUTHEAST OF THE SOUTHWEST END OF A 24-INCH
 GP0707'CORRUGATED METAL PIPE CULVERT, 50 FEET SOUTHWEST AND 1 FOOT LOWER
 GP0707'THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, SET ON A COPPER-COATED
 GP0707'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1152 ***********************************************************************
 DV1152  DESIGNATION -  1382.31 RESET
 DV1152  PID         -  DV1152
 DV1152  STATE/COUNTY-  AZ/LA PAZ
 DV1152  USGS QUAD   -  BEAR HILLS (1990)
 DV1152
 DV1152                         *CURRENT SURVEY CONTROL
 DV1152  ___________________________________________________________________
 DV1152* NAD 83(1986)-  33 40 37.     (N)    113 57 29.     (W)     SCALED    
 DV1152* NAVD 88     -       420.370  (meters)    1379.16   (feet)  ADJUSTED  
 DV1152  ___________________________________________________________________
 DV1152  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1152  DYNAMIC HT  -         419.889 (meters)    1377.59  (feet)  COMP
 DV1152  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DV1152
 DV1152  VERT ORDER  -  FIRST     CLASS II
 DV1152
 DV1152.The horizontal coordinates were scaled from a topographic map and have
 DV1152.an estimated accuracy of +/- 6 seconds.
 DV1152
 DV1152.The orthometric height was determined by differential leveling
 DV1152.and adjusted by the National Geodetic Survey in June 1991..
 DV1152
 DV1152.The geoid height was determined by GEOID03.
 DV1152
 DV1152.The dynamic height is computed by dividing the NAVD 88
 DV1152.geopotential number by the normal gravity value computed on the
 DV1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1152.degrees latitude (g = 980.6199 gals.).
 DV1152
 DV1152.The modeled gravity was interpolated from observed gravity values.
 DV1152
 DV1152;                    North         East    Units  Estimated Accuracy
 DV1152;SPC AZ W     -   296,850.      194,070.      MT  (+/- 180 meters Scaled)
 DV1152
 DV1152                          SUPERSEDED SURVEY CONTROL
 DV1152
 DV1152.No superseded survey control is available for this station.
 DV1152
 DV1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC257302(NAD 83)
 DV1152_MARKER: DB = BENCH MARK DISK
 DV1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1152_STAMPING: 1382.31 1933 A.H.D. RESET 1965
 DV1152_MARK LOGO: CGS   
 DV1152_PROJECTION: FLUSH
 DV1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1152+STABILITY: SURFACE MOTION
 DV1152
 DV1152  HISTORY     - Date     Condition        Report By
 DV1152  HISTORY     - 1965     MONUMENTED       AZHD
 DV1152  HISTORY     - 1981     GOOD             NGS
 DV1152
 DV1152                          STATION DESCRIPTION
 DV1152
 DV1152'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1965
 DV1152'16.5 MI E FROM QUARTZSITE.
 DV1152'ABOUT 16.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DV1152'COUNTY, 0.1 MILE WEST OF THE RAMSEY STANDARD OIL STATION, CAFE AND
 DV1152'GHOST TOWN, AND NEAR THE NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY. THE
 DV1152'MARK IS CEMENTED IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES IN
 DV1152'DIAMETER, PROJECTING 1-INCH ABOVE THE GROUND SURFACE.  IT IS 82 FEET
 DV1152'NORTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET EAST OF A LARGE DRY
 DV1152'WASH, 2.0 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 1.5
 DV1152'FEET SOUTHEAST OF THE EAST METAL GATE POST OF TWO WITH A METAL BRACE
 DV1152'POST AND 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 DV1152
 DV1152                          STATION RECOVERY (1981)
 DV1152
 DV1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1152'36.1 KM (22.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1152'OF SALOME ROAD IN SALOME, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY
 DV1152'MILEPOST 34, 0.2 KM (0.1 MI) SOUTHWEST OF THE ABANDONED SERVICE
 DV1152'STATION AND CAFE AT THE GHOST TOWN OF RAMSEY, 47.5 METERS (156 FT)
 DV1152'NORTH OF THE NORTH CORNER OF A HIGHWAY BRIDGE OVER A DRY WASH, 25.0
 DV1152'METERS (82.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 DV1152'METERS (2.0 FT) EAST OF THE NORTHEAST BRACED POST FOR A GATE IN THE
 DV1152'RIGHT-OF-WAY FENCE, 0.3 METERS (1.0 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 DV1152'FENCE.
 DV1152'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1152'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1090 ***********************************************************************
 DV1090  DESIGNATION -  1382.63
 DV1090  PID         -  DV1090
 DV1090  STATE/COUNTY-  AZ/LA PAZ
 DV1090  USGS QUAD   -  BEAR HILLS (1990)
 DV1090
 DV1090                         *CURRENT SURVEY CONTROL
 DV1090  ___________________________________________________________________
 DV1090* NAD 83(1986)-  33 40 31.     (N)    113 57 40.     (W)     SCALED    
 DV1090* NAVD 88     -       422.46   (+/-2cm)    1386.0    (feet)  VERTCON   
 DV1090  ___________________________________________________________________
 DV1090  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1090
 DV1090  VERT ORDER  -  ? (See Below)
 DV1090
 DV1090.The horizontal coordinates were scaled from a topographic map and have
 DV1090.an estimated accuracy of +/- 6 seconds.
 DV1090
 DV1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1090.The vertical order pertains to the NGVD 29 superseded value.
 DV1090
 DV1090.The geoid height was determined by GEOID03.
 DV1090
 DV1090;                    North         East    Units  Estimated Accuracy
 DV1090;SPC AZ W     -   296,670.      193,780.      MT  (+/- 180 meters Scaled)
 DV1090
 DV1090                          SUPERSEDED SURVEY CONTROL
 DV1090
 DV1090  NGVD 29 (??/??/92)  421.770  (m)         1383.76   (f) ADJ UNCH    ?  
 DV1090
 DV1090.Superseded values are not recommended for survey control.
 DV1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1090.See file dsdata.txt to determine how the superseded data were derived.
 DV1090
 DV1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC254300(NAD 83)
 DV1090_MARKER: DD = SURVEY DISK
 DV1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1090_SP_SET: BRIDGE
 DV1090_STAMPING: 1382.63 1854+3592 1932
 DV1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1090
 DV1090  HISTORY     - Date     Condition        Report By
 DV1090  HISTORY     - 1932     MONUMENTED       AZHD
 DV1090  HISTORY     - 1962     GOOD             NGS
 DV1090  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1090
 DV1090                          STATION DESCRIPTION
 DV1090
 DV1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1090'1.0 MI W FROM BRENDA.
 DV1090'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1090'BRENDA, AT THE JUNCTION OF A DIRT ROAD SOUTH, SET IN THE TOP AND
 DV1090'CENTER OF THE SOUTH HEADWALL OF A 25 FOOT CONCRETE BRIDGE WITH 2
 DV1090'OPENINGS, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL
 DV1090'WITH THE HIGHWAY.
 DV1090
 DV1090                          STATION RECOVERY (2004)
 DV1090
 DV1090'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0288 ***********************************************************************
 FS0288  DESIGNATION -  1383+90
 FS0288  PID         -  FS0288
 FS0288  STATE/COUNTY-  AZ/MOHAVE
 FS0288  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0288
 FS0288                         *CURRENT SURVEY CONTROL
 FS0288  ___________________________________________________________________
 FS0288* NAD 83(1986)-  35 41 48.     (N)    114 28 23.     (W)     SCALED    
 FS0288* NAVD 88     -       746.892  (meters)    2450.43   (feet)  POSTED    
 FS0288  ___________________________________________________________________
 FS0288  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0288  DYNAMIC HT  -         746.080 (meters)    2447.76  (feet)  COMP
 FS0288  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 FS0288
 FS0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0288
 FS0288.The horizontal coordinates were scaled from a topographic map and have
 FS0288.an estimated accuracy of +/- 6 seconds.
 FS0288
 FS0288.The orthometric height was determined by differential leveling
 FS0288.and adjusted by the National Geodetic Survey in 1992..
 FS0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0288.rate of 0.0 thru 1.0 mm/km.
 FS0288
 FS0288.The geoid height was determined by GEOID03.
 FS0288
 FS0288.The dynamic height is computed by dividing the NAVD 88
 FS0288.geopotential number by the normal gravity value computed on the
 FS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0288.degrees latitude (g = 980.6199 gals.).
 FS0288
 FS0288.The modeled gravity was interpolated from observed gravity values.
 FS0288
 FS0288;                    North         East    Units  Estimated Accuracy
 FS0288;SPC AZ W     -   521,120.      147,920.      MT  (+/- 180 meters Scaled)
 FS0288
 FS0288                          SUPERSEDED SURVEY CONTROL
 FS0288
 FS0288  NGVD 29 (??/??/92)  746.189  (m)         2448.12   (f) ADJ UNCH    1 1
 FS0288
 FS0288.Superseded values are not recommended for survey control.
 FS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0288.See file dsdata.txt to determine how the superseded data were derived.
 FS0288
 FS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV286532(NAD 83)
 FS0288_MARKER: DD = SURVEY DISK
 FS0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0288_SP_SET: CULVERT
 FS0288_STAMPING: 1383+90 2449.43 1936
 FS0288_MARK LOGO: AZHD  
 FS0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0288
 FS0288  HISTORY     - Date     Condition        Report By
 FS0288  HISTORY     - 1936     MONUMENTED       AZHD
 FS0288  HISTORY     - 1949     GOOD             NGS
 FS0288  HISTORY     - 1982     GOOD             NGS
 FS0288
 FS0288                          STATION DESCRIPTION
 FS0288
 FS0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0288'24 MI NW FROM GRASSHOPPER JUNCTION.
 FS0288'24.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0288'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0288'OF MILEPOST 29, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0288'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0288'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 FS0288'FOOT HIGHER THAN THE HIGHWAY.
 FS0288
 FS0288                          STATION RECOVERY (1982)
 FS0288
 FS0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0288'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0633 ***********************************************************************
 CG0633  DESIGNATION -  1384+80.5
 CG0633  PID         -  CG0633
 CG0633  STATE/COUNTY-  AZ/PIMA
 CG0633  USGS QUAD   -  SELLS EAST (1982)
 CG0633
 CG0633                         *CURRENT SURVEY CONTROL
 CG0633  ___________________________________________________________________
 CG0633* NAD 83(1986)-  31 55 32.     (N)    111 48 06.     (W)     SCALED    
 CG0633* NAVD 88     -       784.13   (+/-2cm)    2572.6    (feet)  VERTCON   
 CG0633  ___________________________________________________________________
 CG0633  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CG0633
 CG0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0633
 CG0633.The horizontal coordinates were scaled from a topographic map and have
 CG0633.an estimated accuracy of +/- 6 seconds.
 CG0633
 CG0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0633.The vertical order pertains to the NGVD 29 superseded value.
 CG0633
 CG0633.The geoid height was determined by GEOID03.
 CG0633
 CG0633;                    North         East    Units  Estimated Accuracy
 CG0633;SPC AZ C     -   102,620.      224,230.      MT  (+/- 180 meters Scaled)
 CG0633
 CG0633                          SUPERSEDED SURVEY CONTROL
 CG0633
 CG0633  NGVD 29 (??/??/92)  783.420  (m)         2570.27   (f) ADJ UNCH    2 0
 CG0633
 CG0633.Superseded values are not recommended for survey control.
 CG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0633.See file dsdata.txt to determine how the superseded data were derived.
 CG0633
 CG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA242324(NAD 83)
 CG0633_MARKER: DD = SURVEY DISK
 CG0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0633_SP_SET: BRIDGE
 CG0633_STAMPING: 1384+80.5 ELEV. 2570 1947
 CG0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0633
 CG0633  HISTORY     - Date     Condition        Report By
 CG0633  HISTORY     - 1947     MONUMENTED       AZHD
 CG0633  HISTORY     - 1952     GOOD             NGS
 CG0633
 CG0633                          STATION DESCRIPTION
 CG0633
 CG0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0633'5.45 MI E FROM SELLS.
 CG0633'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0633'THENCE 3.95 MILES EAST ALONG STATE HIGHWAY 86, IN THE TOP OF THE
 CG0633'CENTER OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A BRIDGE OVER A
 CG0633'WASH, 6.2 FEET EAST OF THE WEST END, 19 FEET SOUTH OF THE CENTER LINE
 CG0633'OF THE HIGHWAY, AND ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0708 ***********************************************************************
 GP0708  DESIGNATION -  139 DOR
 GP0708  PID         -  GP0708
 GP0708  STATE/COUNTY-  AZ/NAVAJO
 GP0708  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0708
 GP0708                         *CURRENT SURVEY CONTROL
 GP0708  ___________________________________________________________________
 GP0708* NAD 83(1986)-  36 37 41.     (N)    110 30 33.     (W)     SCALED    
 GP0708* NAVD 88     -      2143.644  (meters)    7032.94   (feet)  ADJUSTED  
 GP0708  ___________________________________________________________________
 GP0708  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0708  DYNAMIC HT  -        2140.964 (meters)    7024.15  (feet)  COMP
 GP0708  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 GP0708
 GP0708  VERT ORDER  -  SECOND    CLASS 0
 GP0708
 GP0708.The horizontal coordinates were scaled from a topographic map and have
 GP0708.an estimated accuracy of +/- 6 seconds.
 GP0708
 GP0708.The orthometric height was determined by differential leveling
 GP0708.and adjusted by the National Geodetic Survey in June 1991..
 GP0708
 GP0708.The geoid height was determined by GEOID03.
 GP0708
 GP0708.The dynamic height is computed by dividing the NAVD 88
 GP0708.geopotential number by the normal gravity value computed on the
 GP0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0708.degrees latitude (g = 980.6199 gals.).
 GP0708
 GP0708.The modeled gravity was interpolated from observed gravity values.
 GP0708
 GP0708;                    North         East    Units  Estimated Accuracy
 GP0708;SPC AZ E     -   624,250.      182,730.      MT  (+/- 180 meters Scaled)
 GP0708
 GP0708                          SUPERSEDED SURVEY CONTROL
 GP0708
 GP0708.No superseded survey control is available for this station.
 GP0708
 GP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF438537(NAD 83)
 GP0708_MARKER: DB = BENCH MARK DISK
 GP0708_SETTING: 66 = SET IN ROCK OUTCROP
 GP0708_SP_SET: ROCK OUTCROP
 GP0708_STAMPING: 139 DOR 1969 7030
 GP0708_MARK LOGO: USGS  
 GP0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0708+STABILITY: POSITION/ELEVATION WELL
 GP0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0708+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0708
 GP0708  HISTORY     - Date     Condition        Report By
 GP0708  HISTORY     - 1969     MONUMENTED       USGS
 GP0708
 GP0708                          STATION DESCRIPTION
 GP0708
 GP0708'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0708'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0708'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0708'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 5.2 MILES NORTH AND
 GP0708'NORTHWEST, 180 FEET NORTHEAST OF THE JUNCTION OF A T-ROAD WEST, 80
 GP0708'FEET EAST AND 7 FEET LOWER THAN THE ROAD, 78 FEET SOUTHEAST OF A SIGN
 GP0708'-LIVESTOCK-, 2 FEET WEST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2298 ***********************************************************************
 DU2298  DESIGNATION -  1390.54
 DU2298  PID         -  DU2298
 DU2298  STATE/COUNTY-  AZ/MARICOPA
 DU2298  USGS QUAD   -  HIGLEY (1981)
 DU2298
 DU2298                         *CURRENT SURVEY CONTROL
 DU2298  ___________________________________________________________________
 DU2298* NAD 83(1986)-  33 19 15.     (N)    111 38 06.     (W)     SCALED    
 DU2298* NAVD 88     -       424.030  (meters)    1391.17   (feet)  ADJUSTED  
 DU2298  ___________________________________________________________________
 DU2298  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2298  DYNAMIC HT  -         423.520 (meters)    1389.50  (feet)  COMP
 DU2298  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 DU2298
 DU2298  VERT ORDER  -  FIRST     CLASS II
 DU2298
 DU2298.The horizontal coordinates were scaled from a topographic map and have
 DU2298.an estimated accuracy of +/- 6 seconds.
 DU2298
 DU2298.The orthometric height was determined by differential leveling
 DU2298.and adjusted by the National Geodetic Survey in November 1993..
 DU2298
 DU2298.The geoid height was determined by GEOID03.
 DU2298
 DU2298.The dynamic height is computed by dividing the NAVD 88
 DU2298.geopotential number by the normal gravity value computed on the
 DU2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2298.degrees latitude (g = 980.6199 gals.).
 DU2298
 DU2298.The modeled gravity was interpolated from observed gravity values.
 DU2298
 DU2298;                    North         East    Units  Estimated Accuracy
 DU2298;SPC AZ C     -   257,370.      239,580.      MT  (+/- 180 meters Scaled)
 DU2298
 DU2298                          SUPERSEDED SURVEY CONTROL
 DU2298
 DU2298.No superseded survey control is available for this station.
 DU2298
 DU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408870(NAD 83)
 DU2298_MARKER: DD = SURVEY DISK
 DU2298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2298_SP_SET: HEADWALL
 DU2298_STAMPING: 1390.54
 DU2298_MARK LOGO: USDA  
 DU2298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2298+STABILITY: SURFACE MOTION
 DU2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2298+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DU2298
 DU2298  HISTORY     - Date     Condition        Report By
 DU2298  HISTORY     - UNK      MONUMENTED       USDA
 DU2298  HISTORY     - 19920111 GOOD             NGS
 DU2298
 DU2298                          STATION DESCRIPTION
 DU2298
 DU2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2298'8.2 KM (5.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2298'IN QUEEN CREEK, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A
 DU2298'CANAL UNDERPASS OF THE ROAD, AND 11.0 M (36.1 FT) EAST OF AND LEVEL
 DU2298'WITH THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0694 ***********************************************************************
 DU0694  DESIGNATION -  1394
 DU0694  PID         -  DU0694
 DU0694  STATE/COUNTY-  AZ/MARICOPA
 DU0694  USGS QUAD   -  HIGLEY (1981)
 DU0694
 DU0694                         *CURRENT SURVEY CONTROL
 DU0694  ___________________________________________________________________
 DU0694* NAD 83(1986)-  33 20 08.     (N)    111 38 07.     (W)     SCALED    
 DU0694* NAVD 88     -       425.65   (+/-2cm)    1396.5    (feet)  VERTCON   
 DU0694  ___________________________________________________________________
 DU0694  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0694
 DU0694  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0694
 DU0694.The horizontal coordinates were scaled from a topographic map and have
 DU0694.an estimated accuracy of +/- 6 seconds.
 DU0694
 DU0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0694.The vertical order pertains to the NGVD 29 superseded value.
 DU0694
 DU0694.The geoid height was determined by GEOID03.
 DU0694
 DU0694;                    North         East    Units  Estimated Accuracy
 DU0694;SPC AZ C     -   259,000.      239,550.      MT  (+/- 180 meters Scaled)
 DU0694
 DU0694                          SUPERSEDED SURVEY CONTROL
 DU0694
 DU0694  NGVD 29 (??/??/92)  425.132  (m)         1394.79   (f) ADJ UNCH    1 2
 DU0694
 DU0694.Superseded values are not recommended for survey control.
 DU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0694.See file dsdata.txt to determine how the superseded data were derived.
 DU0694
 DU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408886(NAD 83)
 DU0694_MARKER: DD = SURVEY DISK
 DU0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0694_SP_SET: CATTLE GUARD
 DU0694_STAMPING: 1394
 DU0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0694
 DU0694  HISTORY     - Date     Condition        Report By
 DU0694  HISTORY     - UNK      MONUMENTED       AZHD
 DU0694  HISTORY     - 1967     GOOD             NGS
 DU0694  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0694
 DU0694                          STATION DESCRIPTION
 DU0694
 DU0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0694'5.0 MI N FROM QUEEN CREEK.
 DU0694'ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0694'SCHOOL AT QUEEN CREEK, IN S 15, T 1 S, R 7 E, 0.5 MILE NORTH OF THE
 DU0694'GENERAL MOTORS DESERT PROVING GROUND BUILDING, 50 FEET NORTHEAST OF
 DU0694'THE CENTER OF THE INTERSECTION OF ELLSWORTH AVENUE AND WARNER ROAD, 16
 DU0694'FEET EAST OF THE CENTER LINE OF ELLSWORTH AVENUE, 46 FEET NORTH OF THE
 DU0694'EXTENDED CENTER LINE OF WARNER ROAD, SET IN THE CENTER OF THE TOP OF
 DU0694'THE EAST HEAD WALL OF A CATTLE GUARD ACROSS ELLSWORTH AVENUE, AND
 DU0694'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 DU0694
 DU0694                          STATION RECOVERY (1992)
 DU0694
 DU0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0435 ***********************************************************************
 CZ0435  DESIGNATION -  1396+79
 CZ0435  PID         -  CZ0435
 CZ0435  STATE/COUNTY-  AZ/PINAL
 CZ0435  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0435
 CZ0435                         *CURRENT SURVEY CONTROL
 CZ0435  ___________________________________________________________________
 CZ0435* NAD 83(1986)-  32 43 25.     (N)    111 06 32.     (W)     SCALED    
 CZ0435* NAVD 88     -       855.98   (+/-2cm)    2808.3    (feet)  VERTCON   
 CZ0435  ___________________________________________________________________
 CZ0435  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ0435
 CZ0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0435
 CZ0435.The horizontal coordinates were scaled from a topographic map and have
 CZ0435.an estimated accuracy of +/- 6 seconds.
 CZ0435
 CZ0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0435.The vertical order pertains to the NGVD 29 superseded value.
 CZ0435
 CZ0435.The geoid height was determined by GEOID03.
 CZ0435
 CZ0435;                    North         East    Units  Estimated Accuracy
 CZ0435;SPC AZ C     -   191,390.      289,080.      MT  (+/- 180 meters Scaled)
 CZ0435
 CZ0435                          SUPERSEDED SURVEY CONTROL
 CZ0435
 CZ0435  NGVD 29 (??/??/92)  855.350  (m)         2806.26   (f) ADJ UNCH    2 0
 CZ0435
 CZ0435.Superseded values are not recommended for survey control.
 CZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0435.See file dsdata.txt to determine how the superseded data were derived.
 CZ0435
 CZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB897206(NAD 83)
 CZ0435_MARKER: DD = SURVEY DISK
 CZ0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0435_SP_SET: BRIDGE
 CZ0435_STAMPING: 1396+79 1939 2806.07
 CZ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0435
 CZ0435  HISTORY     - Date     Condition        Report By
 CZ0435  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0435  HISTORY     - 1962     GOOD             NGS
 CZ0435
 CZ0435                          STATION DESCRIPTION
 CZ0435
 CZ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0435'14.95 MI NW FROM ORACLE JUNCTION.
 CZ0435'14.95 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0435'JUNCTION, 16.1 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 1 FOOT
 CZ0435'SOUTH OF THE NORTHEAST END OF A CONCRETE BRIDGE, A STANDARD DISK SET
 CZ0435'IN A DRILLHOLE IN THE NORTHEAST END OF THE HEADWALL OVER DURHAM WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0287 ***********************************************************************
 FS0287  DESIGNATION -  1399+60
 FS0287  PID         -  FS0287
 FS0287  STATE/COUNTY-  AZ/MOHAVE
 FS0287  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0287
 FS0287                         *CURRENT SURVEY CONTROL
 FS0287  ___________________________________________________________________
 FS0287* NAD 83(1986)-  35 41 56.     (N)    114 28 27.     (W)     SCALED    
 FS0287* NAVD 88     -       744.475  (meters)    2442.50   (feet)  POSTED    
 FS0287  ___________________________________________________________________
 FS0287  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0287  DYNAMIC HT  -         743.670 (meters)    2439.86  (feet)  COMP
 FS0287  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 FS0287
 FS0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0287
 FS0287.The horizontal coordinates were scaled from a topographic map and have
 FS0287.an estimated accuracy of +/- 6 seconds.
 FS0287
 FS0287.The orthometric height was determined by differential leveling
 FS0287.and adjusted by the National Geodetic Survey in 1992..
 FS0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0287.rate of 0.0 thru 1.0 mm/km.
 FS0287
 FS0287.The geoid height was determined by GEOID03.
 FS0287
 FS0287.The dynamic height is computed by dividing the NAVD 88
 FS0287.geopotential number by the normal gravity value computed on the
 FS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0287.degrees latitude (g = 980.6199 gals.).
 FS0287
 FS0287.The modeled gravity was interpolated from observed gravity values.
 FS0287
 FS0287;                    North         East    Units  Estimated Accuracy
 FS0287;SPC AZ W     -   521,370.      147,820.      MT  (+/- 180 meters Scaled)
 FS0287
 FS0287                          SUPERSEDED SURVEY CONTROL
 FS0287
 FS0287  NGVD 29 (??/??/92)  743.772  (m)         2440.19   (f) ADJ UNCH    1 1
 FS0287
 FS0287.Superseded values are not recommended for survey control.
 FS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0287.See file dsdata.txt to determine how the superseded data were derived.
 FS0287
 FS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV285534(NAD 83)
 FS0287_MARKER: DD = SURVEY DISK
 FS0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0287_SP_SET: CULVERT
 FS0287_STAMPING: 1339+60 2441.54 1936
 FS0287_MARK LOGO: AZHD  
 FS0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0287
 FS0287  HISTORY     - Date     Condition        Report By
 FS0287  HISTORY     - 1936     MONUMENTED       AZHD
 FS0287  HISTORY     - 1949     GOOD             NGS
 FS0287  HISTORY     - 1982     GOOD             NGS
 FS0287
 FS0287                          STATION DESCRIPTION
 FS0287
 FS0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0287'24.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0287'24.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0287'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0287'OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO WHITE HILLS
 FS0287'AND TEMPLE BAR RECREATIONAL AREA, AT A 3 BY 8-FOOT CONCRETE
 FS0287'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0287'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0287'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0287
 FS0287                          STATION RECOVERY (1982)
 FS0287
 FS0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0287'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0550 ***********************************************************************
 CY0550  DESIGNATION -  14
 CY0550  PID         -  CY0550
 CY0550  STATE/COUNTY-  AZ/GRAHAM
 CY0550  USGS QUAD   -  SAN JOSE (1985)
 CY0550
 CY0550                         *CURRENT SURVEY CONTROL
 CY0550  ___________________________________________________________________
 CY0550* NAD 83(1986)-  32 46 16.     (N)    109 36 38.     (W)     SCALED    
 CY0550* NAVD 88     -       923.19   (+/-2cm)    3028.8    (feet)  VERTCON   
 CY0550  ___________________________________________________________________
 CY0550  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0550
 CY0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0550
 CY0550.The horizontal coordinates were scaled from a topographic map and have
 CY0550.an estimated accuracy of +/- 6 seconds.
 CY0550
 CY0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0550.The vertical order pertains to the NGVD 29 superseded value.
 CY0550
 CY0550.The geoid height was determined by GEOID03.
 CY0550
 CY0550;                    North         East    Units  Estimated Accuracy
 CY0550;SPC AZ E     -   196,510.      265,460.      MT  (+/- 180 meters Scaled)
 CY0550
 CY0550                          SUPERSEDED SURVEY CONTROL
 CY0550
 CY0550  NGVD 29 (??/??/92)  922.578  (m)         3026.82   (f) ADJ UNCH    1 2
 CY0550
 CY0550.Superseded values are not recommended for survey control.
 CY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0550.See file dsdata.txt to determine how the superseded data were derived.
 CY0550
 CY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB301267(NAD 83)
 CY0550_MARKER: P = PIPE CAP
 CY0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0550_STAMPING: 3026.825 14
 CY0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0550
 CY0550  HISTORY     - Date     Condition        Report By
 CY0550  HISTORY     - UNK      MONUMENTED       USGS
 CY0550  HISTORY     - 1932     GOOD             NGS
 CY0550
 CY0550                          STATION DESCRIPTION
 CY0550
 CY0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0550'2.7 MI SE FROM SOLOMONSVILLE.
 CY0550'ON SOUTHERN PACIFIC RIGHT OF WAY, 8 FEET SOUTH OF MILEPOST 1130, 370
 CY0550'FEET SOUTHWEST OF RAILROAD TRESTLE MARKED 1130.07, 50 FEET WEST OF
 CY0550'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1591 ***********************************************************************
 DV1591  DESIGNATION -  14 A
 DV1591  PID         -  DV1591
 DV1591  STATE/COUNTY-  AZ/LA PAZ
 DV1591  USGS QUAD   -  VICKSBURG (1990)
 DV1591
 DV1591                         *CURRENT SURVEY CONTROL
 DV1591  ___________________________________________________________________
 DV1591* NAD 83(1986)-  33 37 55.     (N)    113 46 33.     (W)     SCALED    
 DV1591* NAVD 88     -       365.91   (+/-2cm)    1200.5    (feet)  VERTCON   
 DV1591  ___________________________________________________________________
 DV1591  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1591
 DV1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1591
 DV1591.The horizontal coordinates were scaled from a topographic map and have
 DV1591.an estimated accuracy of +/- 6 seconds.
 DV1591
 DV1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1591.The vertical order pertains to the NGVD 29 superseded value.
 DV1591
 DV1591.The geoid height was determined by GEOID03.
 DV1591
 DV1591;                    North         East    Units  Estimated Accuracy
 DV1591;SPC AZ W     -   291,840.      210,960.      MT  (+/- 180 meters Scaled)
 DV1591
 DV1591                          SUPERSEDED SURVEY CONTROL
 DV1591
 DV1591  NGVD 29 (??/??/92)  365.247  (m)         1198.31   (f) ADJ UNCH    2 0
 DV1591
 DV1591.Superseded values are not recommended for survey control.
 DV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1591.See file dsdata.txt to determine how the superseded data were derived.
 DV1591
 DV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC425248(NAD 83)
 DV1591_MARKER: DD = SURVEY DISK
 DV1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1591_STAMPING: 14 A 1962
 DV1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1591+STABILITY: SURFACE MOTION
 DV1591
 DV1591  HISTORY     - Date     Condition        Report By
 DV1591  HISTORY     - 1962     MONUMENTED       AZHD
 DV1591
 DV1591                          STATION DESCRIPTION
 DV1591
 DV1591'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1591'10.2 MI SE FROM HOPE.
 DV1591'0.5 MILE EAST-SOUTHEAST OF E 396 14 AN ARIZONA HIGHWAY DEPARTMENT
 DV1591'DISK STAMPED 14 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1591'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1591'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1485 ***********************************************************************
 DV1485  DESIGNATION -  14 DOR
 DV1485  PID         -  DV1485
 DV1485  STATE/COUNTY-  AZ/LA PAZ
 DV1485  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1485
 DV1485                         *CURRENT SURVEY CONTROL
 DV1485  ___________________________________________________________________
 DV1485* NAD 83(1986)-  33 57 13.     (N)    113 33 16.     (W)     SCALED    
 DV1485* NAVD 88     -       783.902  (meters)    2571.85   (feet)  ADJUSTED  
 DV1485  ___________________________________________________________________
 DV1485  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV1485  DYNAMIC HT  -         782.980 (meters)    2568.83  (feet)  COMP
 DV1485  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DV1485
 DV1485  VERT ORDER  -  FIRST     CLASS II
 DV1485
 DV1485.The horizontal coordinates were scaled from a topographic map and have
 DV1485.an estimated accuracy of +/- 6 seconds.
 DV1485
 DV1485.The orthometric height was determined by differential leveling
 DV1485.and adjusted by the National Geodetic Survey in June 1991..
 DV1485
 DV1485.The geoid height was determined by GEOID03.
 DV1485
 DV1485.The dynamic height is computed by dividing the NAVD 88
 DV1485.geopotential number by the normal gravity value computed on the
 DV1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1485.degrees latitude (g = 980.6199 gals.).
 DV1485
 DV1485.The modeled gravity was interpolated from observed gravity values.
 DV1485
 DV1485;                    North         East    Units  Estimated Accuracy
 DV1485;SPC AZ W     -   327,540.      231,440.      MT  (+/- 180 meters Scaled)
 DV1485
 DV1485                          SUPERSEDED SURVEY CONTROL
 DV1485
 DV1485.No superseded survey control is available for this station.
 DV1485
 DV1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC639599(NAD 83)
 DV1485_MARKER: DB = BENCH MARK DISK
 DV1485_SETTING: 66 = SET IN ROCK OUTCROP
 DV1485_SP_SET: ROCK OUTCROP
 DV1485_STAMPING: 2569 14 DOR 1964
 DV1485_MARK LOGO: USGS  
 DV1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1485+STABILITY: POSITION/ELEVATION WELL
 DV1485
 DV1485  HISTORY     - Date     Condition        Report By
 DV1485  HISTORY     - 1964     MONUMENTED       USGS
 DV1485  HISTORY     - 1981     GOOD             NGS
 DV1485
 DV1485                          STATION DESCRIPTION
 DV1485
 DV1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1485'15.4 KM (9.6 MI) NORTH FROM WENDEN.
 DV1485'15.4 KM (9.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1485'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, SET IN TOP OF A GRANITE ROCK
 DV1485'OUTCROP ON THE SOUTHEAST SLOPE OF THE WEST RIDGE OF CUNNINGHAM PASS,
 DV1485'45.2 METERS (148 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.6
 DV1485'METERS (25.0 FT) NORTH OF THE CENTERLINE OF A ROW OF SINGLE POWER LINE
 DV1485'POLES, 4.0 METERS (13.0 FT) NORTH OF THE NORTH EDGE OF A 8 X 8 X 5
 DV1485'FOOT DEEP ABANDONED MINE SHAFT, 0.9 METERS (3.0 FT) EAST OF THE
 DV1485'SOUTHEAST CORNER OF A 4 X 4 FOOT GRANITE BOULDER.
 DV1485'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 DV1485'THE MARK IS 2.4 M ABOVE THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0774 ***********************************************************************
 FQ0774  DESIGNATION -  14 HLS
 FQ0774  PID         -  FQ0774
 FQ0774  STATE/COUNTY-  AZ/NAVAJO
 FQ0774  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0774
 FQ0774                         *CURRENT SURVEY CONTROL
 FQ0774  ___________________________________________________________________
 FQ0774* NAD 83(1986)-  35 08 11.     (N)    110 18 40.     (W)     SCALED    
 FQ0774* NAVD 88     -      1567.087  (meters)    5141.35   (feet)  ADJUSTED  
 FQ0774  ___________________________________________________________________
 FQ0774  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FQ0774  DYNAMIC HT  -        1565.004 (meters)    5134.52  (feet)  COMP
 FQ0774  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 FQ0774
 FQ0774  VERT ORDER  -  THIRD
 FQ0774
 FQ0774.The horizontal coordinates were scaled from a topographic map and have
 FQ0774.an estimated accuracy of +/- 6 seconds.
 FQ0774
 FQ0774.The orthometric height was determined by differential leveling
 FQ0774.and adjusted by the National Geodetic Survey in June 1991..
 FQ0774
 FQ0774.The geoid height was determined by GEOID03.
 FQ0774
 FQ0774.The dynamic height is computed by dividing the NAVD 88
 FQ0774.geopotential number by the normal gravity value computed on the
 FQ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0774.degrees latitude (g = 980.6199 gals.).
 FQ0774
 FQ0774.The modeled gravity was interpolated from observed gravity values.
 FQ0774
 FQ0774;                    North         East    Units  Estimated Accuracy
 FQ0774;SPC AZ E     -   458,710.      200,200.      MT  (+/- 180 meters Scaled)
 FQ0774
 FQ0774                          SUPERSEDED SURVEY CONTROL
 FQ0774
 FQ0774.No superseded survey control is available for this station.
 FQ0774
 FQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD627883(NAD 83)
 FQ0774_MARKER: DB = BENCH MARK DISK
 FQ0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0774_SP_SET: COPPER-CLAD STEEL ROD
 FQ0774_STAMPING: 14 HLS 1970 5139
 FQ0774_MARK LOGO: USGS  
 FQ0774_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0774+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0774
 FQ0774  HISTORY     - Date     Condition        Report By
 FQ0774  HISTORY     - 1970     MONUMENTED       USGS
 FQ0774
 FQ0774                          STATION DESCRIPTION
 FQ0774
 FQ0774'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0774'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0774'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0774'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 8.6 MILES
 FQ0774'NORTHEAST ALONG THE ROAD, 246 FEET NORTH OF THE CENTERLINE OF THE
 FQ0774'ROAD, 39 FEET SOUTH OF THE SOUTH EDGE OF A WASH, 3 FEET SOUTH OF A
 FQ0774'FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FQ0774'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0880 ***********************************************************************
 FQ0880  DESIGNATION -  14 JRH
 FQ0880  PID         -  FQ0880
 FQ0880  STATE/COUNTY-  AZ/COCONINO
 FQ0880  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0880
 FQ0880                         *CURRENT SURVEY CONTROL
 FQ0880  ___________________________________________________________________
 FQ0880* NAD 83(1986)-  35 33 51.     (N)    111 39 01.     (W)     SCALED    
 FQ0880* NAVD 88     -      1937.506  (meters)    6356.63   (feet)  POSTED    
 FQ0880  ___________________________________________________________________
 FQ0880  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0880  DYNAMIC HT  -        1934.900 (meters)    6348.08  (feet)  COMP
 FQ0880  MODELED GRAV-     979,218.3   (mgal)                       NAVD 88
 FQ0880
 FQ0880  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0880
 FQ0880.The horizontal coordinates were scaled from a topographic map and have
 FQ0880.an estimated accuracy of +/- 6 seconds.
 FQ0880
 FQ0880.The orthometric height was determined by differential leveling
 FQ0880.and adjusted by the National Geodetic Survey in 1992..
 FQ0880.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0880.rate of 0.0 thru 1.0 mm/km.
 FQ0880
 FQ0880.The geoid height was determined by GEOID03.
 FQ0880
 FQ0880.The dynamic height is computed by dividing the NAVD 88
 FQ0880.geopotential number by the normal gravity value computed on the
 FQ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0880.degrees latitude (g = 980.6199 gals.).
 FQ0880
 FQ0880.The modeled gravity was interpolated from observed gravity values.
 FQ0880
 FQ0880;                    North         East    Units  Estimated Accuracy
 FQ0880;SPC AZ C     -   506,190.      237,510.      MT  (+/- 180 meters Scaled)
 FQ0880
 FQ0880                          SUPERSEDED SURVEY CONTROL
 FQ0880
 FQ0880  NGVD 29 (??/??/92) 1936.61   (m)         6353.7    (f) COMPUTED    3 0
 FQ0880
 FQ0880.Superseded values are not recommended for survey control.
 FQ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0880.See file dsdata.txt to determine how the superseded data were derived.
 FQ0880
 FQ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE410358(NAD 83)
 FQ0880_MARKER: DB = BENCH MARK DISK
 FQ0880_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0880_SP_SET: ROCK OUTCROP
 FQ0880_STAMPING: 14 JRH 1959 6353
 FQ0880_MARK LOGO: USGS  
 FQ0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0880+STABILITY: POSITION/ELEVATION WELL
 FQ0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0880+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0880
 FQ0880  HISTORY     - Date     Condition        Report By
 FQ0880  HISTORY     - 1959     MONUMENTED       USGS
 FQ0880
 FQ0880                          STATION DESCRIPTION
 FQ0880
 FQ0880'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0880'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0880'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0880'LOOKOUT TOWER, PROCEED 40.8 MILES SOUTHEAST, 0.2 MILES EAST OF ASO
 FQ0880'RANCH, 500 FEET EAST OF A FENCE CORNER, 350 FEET NORTHEAST OF THE
 FQ0880'CENTER OF THE ROAD, ON THE SOUTH END OF A FLAT RIDGE, IN A LAVA
 FQ0880'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0276 ***********************************************************************
 DV0276  DESIGNATION -  14 LUKE FIELD
 DV0276  PID         -  DV0276
 DV0276  STATE/COUNTY-  AZ/MARICOPA
 DV0276  USGS QUAD   -  EL MIRAGE (1982)
 DV0276
 DV0276                         *CURRENT SURVEY CONTROL
 DV0276  ___________________________________________________________________
 DV0276* NAD 83(1986)-  33 32 23.     (N)    112 21 30.     (W)     SCALED    
 DV0276* NAVD 88     -       332.30   (+/-2cm)    1090.2    (feet)  VERTCON   
 DV0276  ___________________________________________________________________
 DV0276  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0276
 DV0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0276
 DV0276.The horizontal coordinates were scaled from a topographic map and have
 DV0276.an estimated accuracy of +/- 6 seconds.
 DV0276
 DV0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0276.The vertical order pertains to the NGVD 29 superseded value.
 DV0276
 DV0276.The geoid height was determined by GEOID03.
 DV0276
 DV0276;                    North         East    Units  Estimated Accuracy
 DV0276;SPC AZ C     -   281,690.      172,340.      MT  (+/- 180 meters Scaled)
 DV0276
 DV0276                          SUPERSEDED SURVEY CONTROL
 DV0276
 DV0276  NGVD 29 (??/??/92)  331.743  (m)         1088.39   (f) ADJ UNCH    2 0
 DV0276
 DV0276.Superseded values are not recommended for survey control.
 DV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0276.See file dsdata.txt to determine how the superseded data were derived.
 DV0276
 DV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738119(NAD 83)
 DV0276_MARKER: Q = CHISELED SQUARE
 DV0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0276_SP_SET: CURB
 DV0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0276
 DV0276  HISTORY     - Date     Condition        Report By
 DV0276  HISTORY     - UNK      MONUMENTED       DOD
 DV0276  HISTORY     - 1945     GOOD             NGS
 DV0276
 DV0276                          STATION DESCRIPTION
 DV0276
 DV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0276'IN LUKE FIELD.
 DV0276'AT LUKE FIELD, MARICOPA COUNTY, AT THE MAIN GATE, ON THE TOP OF AN
 DV0276'OVAL-SHAPED CONCRETE CURB IN THE CENTER OF THE ENTRANCE, AND 0.5 FOOT
 DV0276'EAST OF THE WEST END.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1722 ***********************************************************************
 DU1722  DESIGNATION -  1/4 NORTH 29
 DU1722  PID         -  DU1722
 DU1722  STATE/COUNTY-  AZ/MARICOPA
 DU1722  USGS QUAD   -  TEMPE (1982)
 DU1722
 DU1722                         *CURRENT SURVEY CONTROL
 DU1722  ___________________________________________________________________
 DU1722* NAD 83(1986)-  33 24 25.     (N)    111 58 13.     (W)     SCALED    
 DU1722* NAVD 88     -       355.885  (meters)    1167.60   (feet)  ADJUSTED  
 DU1722  ___________________________________________________________________
 DU1722  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1722  DYNAMIC HT  -         355.477 (meters)    1166.26  (feet)  COMP
 DU1722  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DU1722
 DU1722  VERT ORDER  -  SECOND    CLASS I
 DU1722
 DU1722.The horizontal coordinates were scaled from a topographic map and have
 DU1722.an estimated accuracy of +/- 6 seconds.
 DU1722
 DU1722.The orthometric height was determined by differential leveling
 DU1722.and adjusted by the National Geodetic Survey in November 1993..
 DU1722
 DU1722.The geoid height was determined by GEOID03.
 DU1722
 DU1722.The dynamic height is computed by dividing the NAVD 88
 DU1722.geopotential number by the normal gravity value computed on the
 DU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1722.degrees latitude (g = 980.6199 gals.).
 DU1722
 DU1722.The modeled gravity was interpolated from observed gravity values.
 DU1722
 DU1722;                    North         East    Units  Estimated Accuracy
 DU1722;SPC AZ C     -   266,880.      208,370.      MT  (+/- 180 meters Scaled)
 DU1722
 DU1722                          SUPERSEDED SURVEY CONTROL
 DU1722
 DU1722.No superseded survey control is available for this station.
 DU1722
 DU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097968(NAD 83)
 DU1722_MARKER: I = METAL ROD
 DU1722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1722+WITH SETTING: INFORMATION.
 DU1722_SP_SET: REBAR
 DU1722_MARK LOGO: AZDT  
 DU1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1722
 DU1722  HISTORY     - Date     Condition        Report By
 DU1722  HISTORY     - UNK      MONUMENTED       AZDT
 DU1722  HISTORY     - 1981     GOOD             AZDT
 DU1722
 DU1722                          STATION DESCRIPTION
 DU1722
 DU1722'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1722'IN TEMPE.
 DU1722'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1722'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) TO THE MARK ON
 DU1722'THE RIGHT, IN A 4 FT (1.22 METERS) CHAINLINK FENCE RUNNING NORTH AND
 DU1722'SOUTH, 40 FT (12.19 METERS) EAST AND THEN 55 FT (16.76 METERS) NORTH
 DU1722'OF SGT 24 AZDT, A 5/8-INCH REBAR IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1694 ***********************************************************************
 DU1694  DESIGNATION -  1/4 RP NORTH
 DU1694  PID         -  DU1694
 DU1694  STATE/COUNTY-  AZ/MARICOPA
 DU1694  USGS QUAD   -  TEMPE (1982)
 DU1694
 DU1694                         *CURRENT SURVEY CONTROL
 DU1694  ___________________________________________________________________
 DU1694* NAD 83(1986)-  33 23 09.     (N)    111 53 32.     (W)     SCALED    
 DU1694* NAVD 88     -       365.346  (meters)    1198.64   (feet)  ADJUSTED  
 DU1694  ___________________________________________________________________
 DU1694  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1694  DYNAMIC HT  -         364.920 (meters)    1197.24  (feet)  COMP
 DU1694  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DU1694
 DU1694  VERT ORDER  -  SECOND    CLASS I
 DU1694
 DU1694.The horizontal coordinates were scaled from a topographic map and have
 DU1694.an estimated accuracy of +/- 6 seconds.
 DU1694
 DU1694.The orthometric height was determined by differential leveling
 DU1694.and adjusted by the National Geodetic Survey in January 1998..
 DU1694
 DU1694.The geoid height was determined by GEOID03.
 DU1694
 DU1694.The dynamic height is computed by dividing the NAVD 88
 DU1694.geopotential number by the normal gravity value computed on the
 DU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1694.degrees latitude (g = 980.6199 gals.).
 DU1694
 DU1694.The modeled gravity was interpolated from observed gravity values.
 DU1694
 DU1694;                    North         East    Units  Estimated Accuracy
 DU1694;SPC AZ C     -   264,540.      215,630.      MT  (+/- 180 meters Scaled)
 DU1694
 DU1694                          SUPERSEDED SURVEY CONTROL
 DU1694
 DU1694  NAVD 88 (11/29/93)  365.329  (m)         1198.58   (f) UNKNOWN     2 1
 DU1694
 DU1694.Superseded values are not recommended for survey control.
 DU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1694.See file dsdata.txt to determine how the superseded data were derived.
 DU1694
 DU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170944(NAD 83)
 DU1694_MARKER: DB = BENCH MARK DISK
 DU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1694_SP_SET: CONCRETE POST
 DU1694_STAMPING: 36 T1 R4- 31 T1 R5
 DU1694_MARK LOGO: AZDT  
 DU1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1694+STABILITY: SURFACE MOTION
 DU1694
 DU1694  HISTORY     - Date     Condition        Report By
 DU1694  HISTORY     - UNK      MONUMENTED       AZDT
 DU1694  HISTORY     - 1981     GOOD             AZDT
 DU1694  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1694  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1694
 DU1694                          STATION DESCRIPTION
 DU1694
 DU1694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1694'IN TEMPE.
 DU1694'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1694'GILBERT ROAD TO PRICE ROAD, STATION LOCATED 148.0 FT (45.11 METERS)
 DU1694'NORTH OF S.R. 360 CENTERLINE, 157.0 FT EAST OF PRICE ROAD CENTERLINE,
 DU1694'A STANDARD AZDT ALUMINUM CAP SET IN A CONCRETE POST FLUSH WITH GROUND
 DU1694'AND MARKED WITH A WITNESS POST AND SIGN.
 DU1694
 DU1694                          STATION RECOVERY (1994)
 DU1694
 DU1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1694'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1694
 DU1694                          STATION RECOVERY (2006)
 DU1694
 DU1694'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1694'WITNESS POST AND SIGN NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1693 ***********************************************************************
 DU1693  DESIGNATION -  1/4 RP SOUTH
 DU1693  PID         -  DU1693
 DU1693  STATE/COUNTY-  AZ/MARICOPA
 DU1693  USGS QUAD   -  TEMPE (1982)
 DU1693
 DU1693                         *CURRENT SURVEY CONTROL
 DU1693  ___________________________________________________________________
 DU1693* NAD 83(1986)-  33 23 07.     (N)    111 53 32.     (W)     SCALED    
 DU1693* NAVD 88     -       366.261  (meters)    1201.64   (feet)  ADJUSTED  
 DU1693  ___________________________________________________________________
 DU1693  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1693  DYNAMIC HT  -         365.834 (meters)    1200.24  (feet)  COMP
 DU1693  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DU1693
 DU1693  VERT ORDER  -  SECOND    CLASS I
 DU1693
 DU1693.The horizontal coordinates were scaled from a topographic map and have
 DU1693.an estimated accuracy of +/- 6 seconds.
 DU1693
 DU1693.The orthometric height was determined by differential leveling
 DU1693.and adjusted by the National Geodetic Survey in January 1998..
 DU1693
 DU1693.The geoid height was determined by GEOID03.
 DU1693
 DU1693.The dynamic height is computed by dividing the NAVD 88
 DU1693.geopotential number by the normal gravity value computed on the
 DU1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1693.degrees latitude (g = 980.6199 gals.).
 DU1693
 DU1693.The modeled gravity was interpolated from observed gravity values.
 DU1693
 DU1693;                    North         East    Units  Estimated Accuracy
 DU1693;SPC AZ C     -   264,480.      215,630.      MT  (+/- 180 meters Scaled)
 DU1693
 DU1693                          SUPERSEDED SURVEY CONTROL
 DU1693
 DU1693  NAVD 88 (11/29/93)  366.244  (m)         1201.59   (f) UNKNOWN     2 1
 DU1693
 DU1693.Superseded values are not recommended for survey control.
 DU1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1693.See file dsdata.txt to determine how the superseded data were derived.
 DU1693
 DU1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170943(NAD 83)
 DU1693_MARKER: DB = BENCH MARK DISK
 DU1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1693_SP_SET: CONCRETE POST
 DU1693_STAMPING: 36 T1 R4- 31 T1 R5
 DU1693_MARK LOGO: AZDT  
 DU1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1693+STABILITY: SURFACE MOTION
 DU1693
 DU1693  HISTORY     - Date     Condition        Report By
 DU1693  HISTORY     - UNK      MONUMENTED       AZDT
 DU1693  HISTORY     - 1981     GOOD             AZDT
 DU1693  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1693  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1693
 DU1693                          STATION DESCRIPTION
 DU1693
 DU1693'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1693'IN TEMPE.
 DU1693'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1693'GILBERT ROAD TO PRICE ROAD, STATION LOCATED 166.0 FT (50.59 METERS)
 DU1693'SOUTH OF S.R. 360 CENTERLINE, 154.0 FT (45.42 METERS) EAST OF PRICE
 DU1693'ROAD CENTERLINE, A STANDARD AZDT ALUMINUM CAP SET IN A CONCRETE POST
 DU1693'FLUSH WITH THE GROUND AND MARKED WITH A WITNESS POST AND SIGN.
 DU1693
 DU1693                          STATION RECOVERY (1994)
 DU1693
 DU1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1693'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1693
 DU1693                          STATION RECOVERY (2006)
 DU1693
 DU1693'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1693'WITNESS POST AND SIGN NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0224 ***********************************************************************
 DA0224  DESIGNATION -  14 WF
 DA0224  PID         -  DA0224
 DA0224  STATE/COUNTY-  AZ/PIMA
 DA0224  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0224
 DA0224                         *CURRENT SURVEY CONTROL
 DA0224  ___________________________________________________________________
 DA0224* NAD 83(1986)-  32 28 07.     (N)    112 26 20.     (W)     SCALED    
 DA0224* NAVD 88     -       799.44   (+/-2cm)    2622.8    (feet)  VERTCON   
 DA0224  ___________________________________________________________________
 DA0224  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0224
 DA0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0224
 DA0224.The horizontal coordinates were scaled from a topographic map and have
 DA0224.an estimated accuracy of +/- 6 seconds.
 DA0224
 DA0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0224.The vertical order pertains to the NGVD 29 superseded value.
 DA0224
 DA0224.The geoid height was determined by GEOID03.
 DA0224
 DA0224;                    North         East    Units  Estimated Accuracy
 DA0224;SPC AZ C     -   162,950.      164,270.      MT  (+/- 180 meters Scaled)
 DA0224
 DA0224                          SUPERSEDED SURVEY CONTROL
 DA0224
 DA0224  NGVD 29 (??/??/92)  798.706  (m)         2620.42   (f) ADJ UNCH    2 0
 DA0224
 DA0224.Superseded values are not recommended for survey control.
 DA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0224.See file dsdata.txt to determine how the superseded data were derived.
 DA0224
 DA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA647932(NAD 83)
 DA0224_MARKER: DD = SURVEY DISK
 DA0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0224_STAMPING: 14 WF 1948 2620
 DA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0224+STABILITY: SURFACE MOTION
 DA0224
 DA0224  HISTORY     - Date     Condition        Report By
 DA0224  HISTORY     - 1948     MONUMENTED       USGS
 DA0224  HISTORY     - 1961     GOOD             NGS
 DA0224
 DA0224                          STATION DESCRIPTION
 DA0224
 DA0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0224'14.4 MI W FROM VENTANA.
 DA0224'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0224'AT VENTANA.  THENCE 7.9 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0224'PIPE LINE.  ON THE EAST CREST OF A HILL AND IN A PASS BETWEEN TWO
 DA0224'MOUNTAINS, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.05 MILE
 DA0224'EAST OF PIPE LINE MILEPOST NUMBER 55, 1.3 FEET EAST OF A METAL WITNESS
 DA0224'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DA0224'A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0709 ***********************************************************************
 GP0709  DESIGNATION -  140 DOR
 GP0709  PID         -  GP0709
 GP0709  STATE/COUNTY-  AZ/NAVAJO
 GP0709  USGS QUAD   -  SHONTO SE (1982)
 GP0709
 GP0709                         *CURRENT SURVEY CONTROL
 GP0709  ___________________________________________________________________
 GP0709* NAD 83(1986)-  36 36 54.     (N)    110 30 10.     (W)     SCALED    
 GP0709* NAVD 88     -      2076.723  (meters)    6813.38   (feet)  ADJUSTED  
 GP0709  ___________________________________________________________________
 GP0709  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 GP0709  DYNAMIC HT  -        2074.126 (meters)    6804.86  (feet)  COMP
 GP0709  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 GP0709
 GP0709  VERT ORDER  -  SECOND    CLASS 0
 GP0709
 GP0709.The horizontal coordinates were scaled from a topographic map and have
 GP0709.an estimated accuracy of +/- 6 seconds.
 GP0709
 GP0709.The orthometric height was determined by differential leveling
 GP0709.and adjusted by the National Geodetic Survey in June 1991..
 GP0709
 GP0709.The geoid height was determined by GEOID03.
 GP0709
 GP0709.The dynamic height is computed by dividing the NAVD 88
 GP0709.geopotential number by the normal gravity value computed on the
 GP0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0709.degrees latitude (g = 980.6199 gals.).
 GP0709
 GP0709.The modeled gravity was interpolated from observed gravity values.
 GP0709
 GP0709;                    North         East    Units  Estimated Accuracy
 GP0709;SPC AZ E     -   622,800.      183,300.      MT  (+/- 180 meters Scaled)
 GP0709
 GP0709                          SUPERSEDED SURVEY CONTROL
 GP0709
 GP0709.No superseded survey control is available for this station.
 GP0709
 GP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF444522(NAD 83)
 GP0709_MARKER: DB = BENCH MARK DISK
 GP0709_SETTING: 66 = SET IN ROCK OUTCROP
 GP0709_SP_SET: ROCK OUTCROP
 GP0709_STAMPING: 140 DOR 1969 6810
 GP0709_MARK LOGO: USGS  
 GP0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0709+STABILITY: POSITION/ELEVATION WELL
 GP0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0709+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0709
 GP0709  HISTORY     - Date     Condition        Report By
 GP0709  HISTORY     - 1969     MONUMENTED       USGS
 GP0709
 GP0709                          STATION DESCRIPTION
 GP0709
 GP0709'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0709'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0709'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0709'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 4.2 MILES NORTH AND
 GP0709'NORTHWEST, 0.2 MILES NORTH OF A TURNOUT AND PARKING AREA OVERLOOKING
 GP0709'LONG HOUSE VALLEY, 50 FEET SOUTHWEST AND 1 FOOT LOWER THAN THE ROAD,
 GP0709'2 FEET NORTHEAST OF A WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1411 ***********************************************************************
 DU1411  DESIGNATION -  1400 1
 DU1411  PID         -  DU1411
 DU1411  STATE/COUNTY-  AZ/MARICOPA
 DU1411  USGS QUAD   -  BUCKHORN (1982)
 DU1411
 DU1411                         *CURRENT SURVEY CONTROL
 DU1411  ___________________________________________________________________
 DU1411* NAD 83(1986)-  33 23 12.     (N)    111 39 26.     (W)     SCALED    
 DU1411* NAVD 88     -       431.04   (+/-2cm)    1414.2    (feet)  VERTCON   
 DU1411  ___________________________________________________________________
 DU1411  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU1411
 DU1411  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1411
 DU1411.The horizontal coordinates were scaled from a topographic map and have
 DU1411.an estimated accuracy of +/- 6 seconds.
 DU1411
 DU1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1411.The vertical order pertains to the NGVD 29 superseded value.
 DU1411
 DU1411.The geoid height was determined by GEOID03.
 DU1411
 DU1411;                    North         East    Units  Estimated Accuracy
 DU1411;SPC AZ C     -   264,660.      237,500.      MT  (+/- 180 meters Scaled)
 DU1411
 DU1411                          SUPERSEDED SURVEY CONTROL
 DU1411
 DU1411  NGVD 29 (??/??/92)  430.501  (m)         1412.40   (f) ADJ UNCH    1 1
 DU1411
 DU1411.Superseded values are not recommended for survey control.
 DU1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1411.See file dsdata.txt to determine how the superseded data were derived.
 DU1411
 DU1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB388943(NAD 83)
 DU1411_MARKER: Z = SEE DESCRIPTION
 DU1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1411_SP_SET: FOUNDATION
 DU1411_STAMPING: P M 1400-1
 DU1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1411
 DU1411  HISTORY     - Date     Condition        Report By
 DU1411  HISTORY     - UNK      MONUMENTED       NGS
 DU1411  HISTORY     - 1975     GOOD             AZDT
 DU1411
 DU1411                          STATION DESCRIPTION
 DU1411
 DU1411'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1411'4.7 MI SE FROM BUCKHORN.
 DU1411'FROM THE INTERSECTION OF BASELINE ROAD AND ELLSWORTH, NORTH ON
 DU1411'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD LEFT ON THE SOUTH SIDE OF A
 DU1411'LARGE DRAIN DITCH.  LEFT AND FOLLOW THE TRACK ROAD FOR 1.55 MILES AND
 DU1411'TO THE STATION.  0.3 FT. EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 DU1411'FOUNDATION OF A TELEPHONE TRANSFORMER.  20 FT. SOUTH OF THE CENTERLINE
 DU1411'OF THE ROAD ON THE SOUTH SIDE OF THE LARGE DRAIN DITCH. 125 FT. NORTH
 DU1411'OF INVERNESS AVE.  75 FT. EAST OF 79TH PLACE EXTENDED. 175 FT. WEST OF
 DU1411'80TH ST. EXTENDED.  A REBAR, UP 0.05 FT., AND WITH AN ALUMINUM TAG
 DU1411'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1735 ***********************************************************************
 DU1735  DESIGNATION -  1400 1
 DU1735  PID         -  DU1735
 DU1735  STATE/COUNTY-  AZ/MARICOPA
 DU1735  USGS QUAD   -  TEMPE (1982)
 DU1735
 DU1735                         *CURRENT SURVEY CONTROL
 DU1735  ___________________________________________________________________
 DU1735* NAD 83(1986)-  33 26 38.     (N)    111 58 38.     (W)     SCALED    
 DU1735* NAVD 88     -       352.663  (meters)    1157.03   (feet)  ADJUSTED  
 DU1735  ___________________________________________________________________
 DU1735  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1735  DYNAMIC HT  -         352.256 (meters)    1155.69  (feet)  COMP
 DU1735  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1735
 DU1735  VERT ORDER  -  SECOND    CLASS I
 DU1735
 DU1735.The horizontal coordinates were scaled from a topographic map and have
 DU1735.an estimated accuracy of +/- 6 seconds.
 DU1735
 DU1735.The orthometric height was determined by differential leveling
 DU1735.and adjusted by the National Geodetic Survey in November 1993..
 DU1735
 DU1735.The geoid height was determined by GEOID03.
 DU1735
 DU1735.The dynamic height is computed by dividing the NAVD 88
 DU1735.geopotential number by the normal gravity value computed on the
 DU1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1735.degrees latitude (g = 980.6199 gals.).
 DU1735
 DU1735.The modeled gravity was interpolated from observed gravity values.
 DU1735
 DU1735;                    North         East    Units  Estimated Accuracy
 DU1735;SPC AZ C     -   270,980.      207,730.      MT  (+/- 180 meters Scaled)
 DU1735
 DU1735                          SUPERSEDED SURVEY CONTROL
 DU1735
 DU1735.No superseded survey control is available for this station.
 DU1735
 DU1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091009(NAD 83)
 DU1735_MARKER: DB = BENCH MARK DISK
 DU1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1735_SP_SET: CONCRETE POST
 DU1735_STAMPING: 1400-1 1978
 DU1735_MARK LOGO: AZDT  
 DU1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1735+STABILITY: SURFACE MOTION
 DU1735
 DU1735  HISTORY     - Date     Condition        Report By
 DU1735  HISTORY     - 1978     MONUMENTED       AZDT
 DU1735  HISTORY     - 1982     GOOD             AZDT
 DU1735
 DU1735                          STATION DESCRIPTION
 DU1735
 DU1735'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1735'IN PHOENIX.
 DU1735'IN PHOENIX, FROM THE INTERSECTION OF WASHINGTON AND 48TH STREET TRAVEL
 DU1735'SOUTH ON 48TH STREET FOR 0.25 MI (0.40 KM), THENCE TURN EAST AND
 DU1735'TRAVEL 0.09 MI (0.14 KM) ALONG THE NORTH SIDE OF SOUTHERN PACIFIC
 DU1735'TRACKS TO THE MARK, 27.0 FT (8.23 METERS) NORTH OF SOUTHERN PACIFIC
 DU1735'MAINLINE 77.0 FT (23.5 METERS) WEST OF TELEPHONE POLE NUMBER 7520, A
 DU1735'STANDARD AZDT ALUMINIUM CAP EPOXIED IN A 1- BY 1-FOOT
 DU1735'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1652 ***********************************************************************
 DV1652  DESIGNATION -  1400 10
 DV1652  PID         -  DV1652
 DV1652  STATE/COUNTY-  AZ/MARICOPA
 DV1652  USGS QUAD   -  PHOENIX (1982)
 DV1652
 DV1652                         *CURRENT SURVEY CONTROL
 DV1652  ___________________________________________________________________
 DV1652* NAD 83(1986)-  33 24 52.     (N)    112 01 01.     (W)     SCALED    
 DV1652* NAVD 88     -       338.764  (meters)    1111.43   (feet)  ADJUSTED  
 DV1652  ___________________________________________________________________
 DV1652  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1652  DYNAMIC HT  -         338.374 (meters)    1110.15  (feet)  COMP
 DV1652  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1652
 DV1652  VERT ORDER  -  SECOND    CLASS I
 DV1652
 DV1652.The horizontal coordinates were scaled from a topographic map and have
 DV1652.an estimated accuracy of +/- 6 seconds.
 DV1652
 DV1652.The orthometric height was determined by differential leveling
 DV1652.and adjusted by the National Geodetic Survey in November 1993..
 DV1652
 DV1652.The geoid height was determined by GEOID03.
 DV1652
 DV1652.The dynamic height is computed by dividing the NAVD 88
 DV1652.geopotential number by the normal gravity value computed on the
 DV1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1652.degrees latitude (g = 980.6199 gals.).
 DV1652
 DV1652.The modeled gravity was interpolated from observed gravity values.
 DV1652
 DV1652;                    North         East    Units  Estimated Accuracy
 DV1652;SPC AZ C     -   267,720.      204,030.      MT  (+/- 180 meters Scaled)
 DV1652
 DV1652                          SUPERSEDED SURVEY CONTROL
 DV1652
 DV1652.No superseded survey control is available for this station.
 DV1652
 DV1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB054976(NAD 83)
 DV1652_MARKER: DB = BENCH MARK DISK
 DV1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1652_SP_SET: CONCRETE POST
 DV1652_STAMPING: 1400-10 1979
 DV1652_MARK LOGO: AZDT  
 DV1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1652+STABILITY: SURFACE MOTION
 DV1652
 DV1652  HISTORY     - Date     Condition        Report By
 DV1652  HISTORY     - 1979     MONUMENTED       AZDT
 DV1652
 DV1652                          STATION DESCRIPTION
 DV1652
 DV1652'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1652'4.49 KM (2.79 MI) WEST FROM TEMPE.
 DV1652'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1652'INTERSTATE 10 FOR 2.79 MI (4.49 KM) TO THE MARK ON THE LEFT, 331.0 FT
 DV1652'(100.88 METERS) SOUTHEAST OF THE SOUTHWEST CORNER OF INTERSTATE 10
 DV1652'BRIDGE OVER THE SALT RIVER, 92.6 FT (28.22 METERS) WEST OF EASTBOUND
 DV1652'GUARDRAIL, 3.0 FT (0.91 METERS) NORTHEAST OF RIGHT-OF-WAY FENCE, 118.4
 DV1652'FT (36.09 METERS) SOUTHEAST OF EASTBOUND RIGHT-OF-WAY MONUMENT, A
 DV1652'STANDARD AZDT ALUMINUM CAP IN A 10-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1653 ***********************************************************************
 DV1653  DESIGNATION -  1400 11
 DV1653  PID         -  DV1653
 DV1653  STATE/COUNTY-  AZ/MARICOPA
 DV1653  USGS QUAD   -  PHOENIX (1982)
 DV1653
 DV1653                         *CURRENT SURVEY CONTROL
 DV1653  ___________________________________________________________________
 DV1653* NAD 83(1986)-  33 25 28.     (N)    112 01 17.     (W)     SCALED    
 DV1653* NAVD 88     -       337.759  (meters)    1108.13   (feet)  ADJUSTED  
 DV1653  ___________________________________________________________________
 DV1653  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1653  DYNAMIC HT  -         337.370 (meters)    1106.85  (feet)  COMP
 DV1653  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV1653
 DV1653  VERT ORDER  -  SECOND    CLASS I
 DV1653
 DV1653.The horizontal coordinates were scaled from a topographic map and have
 DV1653.an estimated accuracy of +/- 6 seconds.
 DV1653
 DV1653.The orthometric height was determined by differential leveling
 DV1653.and adjusted by the National Geodetic Survey in November 1993..
 DV1653
 DV1653.The geoid height was determined by GEOID03.
 DV1653
 DV1653.The dynamic height is computed by dividing the NAVD 88
 DV1653.geopotential number by the normal gravity value computed on the
 DV1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1653.degrees latitude (g = 980.6199 gals.).
 DV1653
 DV1653.The modeled gravity was interpolated from observed gravity values.
 DV1653
 DV1653;                    North         East    Units  Estimated Accuracy
 DV1653;SPC AZ C     -   268,830.      203,620.      MT  (+/- 180 meters Scaled)
 DV1653
 DV1653                          SUPERSEDED SURVEY CONTROL
 DV1653
 DV1653.No superseded survey control is available for this station.
 DV1653
 DV1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050988(NAD 83)
 DV1653_MARKER: DB = BENCH MARK DISK
 DV1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1653_SP_SET: CONCRETE BASE OF BILLBOARD
 DV1653_STAMPING: 1400-11
 DV1653_MARK LOGO: AZDT  
 DV1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1653
 DV1653  HISTORY     - Date     Condition        Report By
 DV1653  HISTORY     - 1979     MONUMENTED       AZDT
 DV1653
 DV1653                          STATION DESCRIPTION
 DV1653
 DV1653'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1653'5.30 KM (3.29 MI) WEST FROM TEMPE.
 DV1653'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1653'INTERSTATE 10 FOR 3.29 MI (5.30 KM) TO THE MARK ON THE LEFT, 550.0 FT
 DV1653'(167.64 METERS) NORTHWEST OF THE NORTHWEST END OF THE INTERSTATE 10
 DV1653'BRIDGE OVER THE SALT RIVER, 44.0 FT (13.42 METERS) SOUTHWEST OF RIGHT
 DV1653'OF WAY FENCE, 1.0 FT (0.30 METERS) EAST OF WEST LEG  OF BILLBOARD, A
 DV1653'STANDARD AZDT ALUMINUM CAP EPOXIED ON TOP OF A 4.0 FT (1.22 METERS)
 DV1653'CONCRETE BILLBOARD BASE, 54.3 FT (16.55 METERS) SOUTHEAST OF CENTER OF
 DV1653'A HIGH WATER DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1654 ***********************************************************************
 DV1654  DESIGNATION -  1400 12
 DV1654  PID         -  DV1654
 DV1654  STATE/COUNTY-  AZ/MARICOPA
 DV1654  USGS QUAD   -  PHOENIX (1982)
 DV1654
 DV1654                         *CURRENT SURVEY CONTROL
 DV1654  ___________________________________________________________________
 DV1654* NAD 83(1986)-  33 25 30.     (N)    112 01 30.     (W)     SCALED    
 DV1654* NAVD 88     -       336.300  (meters)    1103.34   (feet)  ADJUSTED  
 DV1654  ___________________________________________________________________
 DV1654  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1654  DYNAMIC HT  -         335.913 (meters)    1102.07  (feet)  COMP
 DV1654  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DV1654
 DV1654  VERT ORDER  -  SECOND    CLASS I
 DV1654
 DV1654.The horizontal coordinates were scaled from a topographic map and have
 DV1654.an estimated accuracy of +/- 6 seconds.
 DV1654
 DV1654.The orthometric height was determined by differential leveling
 DV1654.and adjusted by the National Geodetic Survey in November 1993..
 DV1654
 DV1654.The geoid height was determined by GEOID03.
 DV1654
 DV1654.The dynamic height is computed by dividing the NAVD 88
 DV1654.geopotential number by the normal gravity value computed on the
 DV1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1654.degrees latitude (g = 980.6199 gals.).
 DV1654
 DV1654.The modeled gravity was interpolated from observed gravity values.
 DV1654
 DV1654;                    North         East    Units  Estimated Accuracy
 DV1654;SPC AZ C     -   268,890.      203,290.      MT  (+/- 180 meters Scaled)
 DV1654
 DV1654                          SUPERSEDED SURVEY CONTROL
 DV1654
 DV1654.No superseded survey control is available for this station.
 DV1654
 DV1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047988(NAD 83)
 DV1654_MARKER: DB = BENCH MARK DISK
 DV1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1654_SP_SET: CONCRETE POST
 DV1654_STAMPING: 1400-12
 DV1654_MARK LOGO: AZDT  
 DV1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1654+STABILITY: SURFACE MOTION
 DV1654
 DV1654  HISTORY     - Date     Condition        Report By
 DV1654  HISTORY     - 1979     MONUMENTED       AZDT
 DV1654
 DV1654                          STATION DESCRIPTION
 DV1654
 DV1654'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1654'5.65 KM (3.51 MI) WEST FROM TEMPE.
 DV1654'FROM BELL BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1654'INTERSTATE 10 FOR 3.51 MI (5.65 KM) TO THE MARK ON THE LEFT, AT THE
 DV1654'INTERSECTION OF 2400 EAST MAGNOLIA AND 2400 EAST UNIVERSITY, 31.9 FT
 DV1654'(9.72 METERS) SOUTHWEST OF A 6-INCH METAL LAMP POLE NUMBER 16091, 38.0
 DV1654'FT (11.58 METERS) SOUTHWEST OF EASTBOUND INTERSTATE 10 RIGHT-OF-WAY
 DV1654'FENCE, 63.5 FT (19.36 METERS) EAST OF FIRE HYDRANT, 54.2 FT
 DV1654'(16.52 METERS) NORTH OF STREET SIGN (2400 EAST UNIVERSITY DRIVE-2400
 DV1654'MAGNOLIA STREET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1655 ***********************************************************************
 DV1655  DESIGNATION -  1400 13
 DV1655  PID         -  DV1655
 DV1655  STATE/COUNTY-  AZ/MARICOPA
 DV1655  USGS QUAD   -  PHOENIX (1982)
 DV1655
 DV1655                         *CURRENT SURVEY CONTROL
 DV1655  ___________________________________________________________________
 DV1655* NAD 83(1986)-  33 25 31.     (N)    112 01 50.     (W)     SCALED    
 DV1655* NAVD 88     -       334.729  (meters)    1098.19   (feet)  ADJUSTED  
 DV1655  ___________________________________________________________________
 DV1655  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1655  DYNAMIC HT  -         334.344 (meters)    1096.93  (feet)  COMP
 DV1655  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DV1655
 DV1655  VERT ORDER  -  SECOND    CLASS I
 DV1655
 DV1655.The horizontal coordinates were scaled from a topographic map and have
 DV1655.an estimated accuracy of +/- 6 seconds.
 DV1655
 DV1655.The orthometric height was determined by differential leveling
 DV1655.and adjusted by the National Geodetic Survey in November 1993..
 DV1655
 DV1655.The geoid height was determined by GEOID03.
 DV1655
 DV1655.The dynamic height is computed by dividing the NAVD 88
 DV1655.geopotential number by the normal gravity value computed on the
 DV1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1655.degrees latitude (g = 980.6199 gals.).
 DV1655
 DV1655.The modeled gravity was interpolated from observed gravity values.
 DV1655
 DV1655;                    North         East    Units  Estimated Accuracy
 DV1655;SPC AZ C     -   268,920.      202,770.      MT  (+/- 180 meters Scaled)
 DV1655
 DV1655                          SUPERSEDED SURVEY CONTROL
 DV1655
 DV1655.No superseded survey control is available for this station.
 DV1655
 DV1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041989(NAD 83)
 DV1655_MARKER: DB = BENCH MARK DISK
 DV1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1655_SP_SET: CONCRETE POST
 DV1655_STAMPING: BM1400-13
 DV1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1655+STABILITY: SURFACE MOTION
 DV1655
 DV1655  HISTORY     - Date     Condition        Report By
 DV1655  HISTORY     - 1981     MONUMENTED       AZDT
 DV1655
 DV1655                          STATION DESCRIPTION
 DV1655
 DV1655'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1655'IN PHOENIX.
 DV1655'IN PHOENIX, 0.2 MI (0.13 KM) SOUTH ALONG 24TH STREET FROM THE
 DV1655'INTERSECTION OF INTERSTATE 17 TO UNIVERSITY DRIVE, IN THE CENTER OF
 DV1655'THE INTERSECTION OF UNIVERSITY DRIVE AND 24TH STREET IN A HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1656 ***********************************************************************
 DV1656  DESIGNATION -  1400 14
 DV1656  PID         -  DV1656
 DV1656  STATE/COUNTY-  AZ/MARICOPA
 DV1656  USGS QUAD   -  PHOENIX (1982)
 DV1656
 DV1656                         *CURRENT SURVEY CONTROL
 DV1656  ___________________________________________________________________
 DV1656* NAD 83(1986)-  33 25 41.     (N)    112 01 50.     (W)     SCALED    
 DV1656* NAVD 88     -       336.291  (meters)    1103.31   (feet)  ADJUSTED  
 DV1656  ___________________________________________________________________
 DV1656  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1656  DYNAMIC HT  -         335.905 (meters)    1102.05  (feet)  COMP
 DV1656  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV1656
 DV1656  VERT ORDER  -  SECOND    CLASS I
 DV1656
 DV1656.The horizontal coordinates were scaled from a topographic map and have
 DV1656.an estimated accuracy of +/- 6 seconds.
 DV1656
 DV1656.The orthometric height was determined by differential leveling
 DV1656.and adjusted by the National Geodetic Survey in November 1993..
 DV1656
 DV1656.The geoid height was determined by GEOID03.
 DV1656
 DV1656.The dynamic height is computed by dividing the NAVD 88
 DV1656.geopotential number by the normal gravity value computed on the
 DV1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1656.degrees latitude (g = 980.6199 gals.).
 DV1656
 DV1656.The modeled gravity was interpolated from observed gravity values.
 DV1656
 DV1656;                    North         East    Units  Estimated Accuracy
 DV1656;SPC AZ C     -   269,230.      202,770.      MT  (+/- 180 meters Scaled)
 DV1656
 DV1656                          SUPERSEDED SURVEY CONTROL
 DV1656
 DV1656.No superseded survey control is available for this station.
 DV1656
 DV1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041992(NAD 83)
 DV1656_MARKER: DD = SURVEY DISK
 DV1656_SETTING: 0 = UNSPECIFIED SETTING
 DV1656_SP_SET: CONCRETE
 DV1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1656
 DV1656  HISTORY     - Date     Condition        Report By
 DV1656  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1656  HISTORY     - 1979     GOOD             AZDT
 DV1656
 DV1656                          STATION DESCRIPTION
 DV1656
 DV1656'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1656'IN PHOENIX.
 DV1656'IN PHOENIX, FROM INTERSTATE 10 AND 24TH STREET TRAVEL NORTH ALONG 24TH
 DV1656'STREET FOR 1807.0 FT (550.77 METERS) TO THE MARK AT THE CENTERLINE  OF
 DV1656'INTERSECTION OF 24TH STREET AND EAST MOHAVE STREET, A STANDARD BRASS
 DV1656'CAP SET IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1657 ***********************************************************************
 DV1657  DESIGNATION -  1400 15
 DV1657  PID         -  DV1657
 DV1657  STATE/COUNTY-  AZ/MARICOPA
 DV1657  USGS QUAD   -  PHOENIX (1982)
 DV1657
 DV1657                         *CURRENT SURVEY CONTROL
 DV1657  ___________________________________________________________________
 DV1657* NAD 83(1986)-  33 25 59.     (N)    112 02 21.     (W)     SCALED    
 DV1657* NAVD 88     -       334.914  (meters)    1098.80   (feet)  ADJUSTED  
 DV1657  ___________________________________________________________________
 DV1657  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1657  DYNAMIC HT  -         334.528 (meters)    1097.53  (feet)  COMP
 DV1657  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV1657
 DV1657  VERT ORDER  -  SECOND    CLASS I
 DV1657
 DV1657.The horizontal coordinates were scaled from a topographic map and have
 DV1657.an estimated accuracy of +/- 6 seconds.
 DV1657
 DV1657.The orthometric height was determined by differential leveling
 DV1657.and adjusted by the National Geodetic Survey in November 1993..
 DV1657
 DV1657.The geoid height was determined by GEOID03.
 DV1657
 DV1657.The dynamic height is computed by dividing the NAVD 88
 DV1657.geopotential number by the normal gravity value computed on the
 DV1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1657.degrees latitude (g = 980.6199 gals.).
 DV1657
 DV1657.The modeled gravity was interpolated from observed gravity values.
 DV1657
 DV1657;                    North         East    Units  Estimated Accuracy
 DV1657;SPC AZ C     -   269,780.      201,970.      MT  (+/- 180 meters Scaled)
 DV1657
 DV1657                          SUPERSEDED SURVEY CONTROL
 DV1657
 DV1657.No superseded survey control is available for this station.
 DV1657
 DV1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034997(NAD 83)
 DV1657_MARKER: DD = SURVEY DISK
 DV1657_SETTING: 0 = UNSPECIFIED SETTING
 DV1657_SP_SET: CONCRETE
 DV1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1657
 DV1657  HISTORY     - Date     Condition        Report By
 DV1657  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1657  HISTORY     - 1979     GOOD             AZDT
 DV1657
 DV1657                          STATION DESCRIPTION
 DV1657
 DV1657'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1657'IN PHOENIX.
 DV1657'IN PHOENIX, FROM INTERSTATE 10 AND 24TH STREET TRAVEL NORTH ALONG 24TH
 DV1657'STREET FOR 1807.0 FT (550.77 METERS) TO MOHAVE STREET, THENCE WEST
 DV1657'ALONG MOHAVE STREET FOR 0.5 MI (0.805 KM) TO 20TH STREET, THENCE NORTH
 DV1657'ALONG 20TH STREET TO EAST PIMA STREET AND THE MARK IN THE
 DV1657'INTERSECTION, 44.0 FT (13.41 METERS) NORTHWEST OF A FIRE HYDRANT, A
 DV1657'STANDARD BRASS CAP IN CONCRETE IN A HANDHOLE, THIS MARK IS ALSO KNOWN
 DV1657'AS LOCATION BM 4, TO REACH FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH
 DV1657'ALONG 20TH STREET FOR 2.25 MI (3.622 KM) TO PIMA STREET AND THE MARK.
 DV1657'NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1658 ***********************************************************************
 DV1658  DESIGNATION -  1400 16
 DV1658  PID         -  DV1658
 DV1658  STATE/COUNTY-  AZ/MARICOPA
 DV1658  USGS QUAD   -  PHOENIX (1982)
 DV1658
 DV1658                         *CURRENT SURVEY CONTROL
 DV1658  ___________________________________________________________________
 DV1658* NAD 83(1986)-  33 26 36.     (N)    112 02 21.     (W)     SCALED    
 DV1658* NAVD 88     -       335.395  (meters)    1100.38   (feet)  ADJUSTED  
 DV1658  ___________________________________________________________________
 DV1658  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1658  DYNAMIC HT  -         335.008 (meters)    1099.11  (feet)  COMP
 DV1658  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV1658
 DV1658  VERT ORDER  -  SECOND    CLASS I
 DV1658
 DV1658.The horizontal coordinates were scaled from a topographic map and have
 DV1658.an estimated accuracy of +/- 6 seconds.
 DV1658
 DV1658.The orthometric height was determined by differential leveling
 DV1658.and adjusted by the National Geodetic Survey in November 1993..
 DV1658
 DV1658.The geoid height was determined by GEOID03.
 DV1658
 DV1658.The dynamic height is computed by dividing the NAVD 88
 DV1658.geopotential number by the normal gravity value computed on the
 DV1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1658.degrees latitude (g = 980.6199 gals.).
 DV1658
 DV1658.The modeled gravity was interpolated from observed gravity values.
 DV1658
 DV1658;                    North         East    Units  Estimated Accuracy
 DV1658;SPC AZ C     -   270,920.      201,970.      MT  (+/- 180 meters Scaled)
 DV1658
 DV1658                          SUPERSEDED SURVEY CONTROL
 DV1658
 DV1658.No superseded survey control is available for this station.
 DV1658
 DV1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034009(NAD 83)
 DV1658_MARKER: DD = SURVEY DISK
 DV1658_SETTING: 0 = UNSPECIFIED SETTING
 DV1658_SP_SET: CONCRETE
 DV1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1658
 DV1658  HISTORY     - Date     Condition        Report By
 DV1658  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1658  HISTORY     - 1979     GOOD             AZDT
 DV1658
 DV1658                          STATION DESCRIPTION
 DV1658
 DV1658'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1658'IN PHOENIX.
 DV1658'IN PHOENIX, FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1658'STREET FOR 2.57 MI (4.137 KM) TO BUCHANAN STREET AND THE MARK AT THE
 DV1658'INTERSECTION OF THE CENTERLINES, A STANDARD BRASS CAP IN CONCRETE IN A
 DV1658'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1660 ***********************************************************************
 DV1660  DESIGNATION -  1400 17
 DV1660  PID         -  DV1660
 DV1660  STATE/COUNTY-  AZ/MARICOPA
 DV1660  USGS QUAD   -  PHOENIX (1982)
 DV1660
 DV1660                         *CURRENT SURVEY CONTROL
 DV1660  ___________________________________________________________________
 DV1660* NAD 83(1986)-  33 27 10.     (N)    112 02 21.     (W)     SCALED    
 DV1660* NAVD 88     -       336.537  (meters)    1104.12   (feet)  ADJUSTED  
 DV1660  ___________________________________________________________________
 DV1660  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1660  DYNAMIC HT  -         336.148 (meters)    1102.85  (feet)  COMP
 DV1660  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DV1660
 DV1660  VERT ORDER  -  SECOND    CLASS I
 DV1660
 DV1660.The horizontal coordinates were scaled from a topographic map and have
 DV1660.an estimated accuracy of +/- 6 seconds.
 DV1660
 DV1660.The orthometric height was determined by differential leveling
 DV1660.and adjusted by the National Geodetic Survey in November 1993..
 DV1660
 DV1660.The geoid height was determined by GEOID03.
 DV1660
 DV1660.The dynamic height is computed by dividing the NAVD 88
 DV1660.geopotential number by the normal gravity value computed on the
 DV1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1660.degrees latitude (g = 980.6199 gals.).
 DV1660
 DV1660.The modeled gravity was interpolated from observed gravity values.
 DV1660
 DV1660;                    North         East    Units  Estimated Accuracy
 DV1660;SPC AZ C     -   271,970.      201,970.      MT  (+/- 180 meters Scaled)
 DV1660
 DV1660                          SUPERSEDED SURVEY CONTROL
 DV1660
 DV1660.No superseded survey control is available for this station.
 DV1660
 DV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034019(NAD 83)
 DV1660_MARKER: DD = SURVEY DISK
 DV1660_SETTING: 0 = UNSPECIFIED SETTING
 DV1660_SP_SET: CONCRETE
 DV1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1660
 DV1660  HISTORY     - Date     Condition        Report By
 DV1660  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1660  HISTORY     - 1979     GOOD             AZDT
 DV1660
 DV1660                          STATION DESCRIPTION
 DV1660
 DV1660'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1660'IN PHOENIX.
 DV1660'IN PHOENIX, FROM MCDOWELL ROAD AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1660'STREET FOR 0.90 MI (1.45 KM) TO EAST POLK STREET AND THE MARK AT THE
 DV1660'INTERSECTION OF THE TWO CENTERLINES, A STANDARD BRASS CAP SET IN
 DV1660'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1662 ***********************************************************************
 DV1662  DESIGNATION -  1400 18
 DV1662  PID         -  DV1662
 DV1662  STATE/COUNTY-  AZ/MARICOPA
 DV1662  USGS QUAD   -  PHOENIX (1982)
 DV1662
 DV1662                         *CURRENT SURVEY CONTROL
 DV1662  ___________________________________________________________________
 DV1662* NAD 83(1986)-  33 27 40.     (N)    112 01 12.     (W)     SCALED    
 DV1662* NAVD 88     -       345.324  (meters)    1132.95   (feet)  ADJUSTED  
 DV1662  ___________________________________________________________________
 DV1662  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1662  DYNAMIC HT  -         344.925 (meters)    1131.64  (feet)  COMP
 DV1662  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 DV1662
 DV1662  VERT ORDER  -  SECOND    CLASS I
 DV1662
 DV1662.The horizontal coordinates were scaled from a topographic map and have
 DV1662.an estimated accuracy of +/- 6 seconds.
 DV1662
 DV1662.The orthometric height was determined by differential leveling
 DV1662.and adjusted by the National Geodetic Survey in November 1993..
 DV1662
 DV1662.The geoid height was determined by GEOID03.
 DV1662
 DV1662.The dynamic height is computed by dividing the NAVD 88
 DV1662.geopotential number by the normal gravity value computed on the
 DV1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1662.degrees latitude (g = 980.6199 gals.).
 DV1662
 DV1662.The modeled gravity was interpolated from observed gravity values.
 DV1662
 DV1662;                    North         East    Units  Estimated Accuracy
 DV1662;SPC AZ C     -   272,890.      203,760.      MT  (+/- 180 meters Scaled)
 DV1662
 DV1662                          SUPERSEDED SURVEY CONTROL
 DV1662
 DV1662.No superseded survey control is available for this station.
 DV1662
 DV1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC052028(NAD 83)
 DV1662_MARKER: DB = BENCH MARK DISK
 DV1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1662_SP_SET: CONCRETE AND STONE HEADWALL
 DV1662_STAMPING: 1400-18
 DV1662_MARK LOGO: SRVWUA
 DV1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1662+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1662
 DV1662  HISTORY     - Date     Condition        Report By
 DV1662  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1662  HISTORY     - 1979     GOOD             AZDT
 DV1662  HISTORY     - 20060823 GOOD             GEOCAC
 DV1662
 DV1662                          STATION DESCRIPTION
 DV1662
 DV1662'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1662'IN PHOENIX.
 DV1662'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1662'ROAD TO 28TH STREET AND THE MARK IN THE SOUTHWEST CORNER, 23.7 FEET
 DV1662'(7.22 METERS) WEST OF CENTERLINE OF 28TH STREET, THE MARK IS A SRVWUA
 DV1662'BRASS CAP ON THE HEADWALL OF A 4- BY 7- 2.5-FOOT
 DV1662'CONCRETE AND STONE HEADGATE.
 DV1662
 DV1662                          STATION RECOVERY (2006)
 DV1662
 DV1662'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1662'THE DESCRIPTION IS CORRECT, BUT THE PUBLISHED CO-ORDINATES ARE NOT.
 DV1662'N 33  27.935 W 112  01.302
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1664 ***********************************************************************
 DV1664  DESIGNATION -  1400 19
 DV1664  PID         -  DV1664
 DV1664  STATE/COUNTY-  AZ/MARICOPA
 DV1664  USGS QUAD   -  PHOENIX (1982)
 DV1664
 DV1664                         *CURRENT SURVEY CONTROL
 DV1664  ___________________________________________________________________
 DV1664* NAD 83(1986)-  33 27 57.     (N)    112 00 48.     (W)     SCALED    
 DV1664* NAVD 88     -       347.676  (meters)    1140.67   (feet)  ADJUSTED  
 DV1664  ___________________________________________________________________
 DV1664  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1664  DYNAMIC HT  -         347.273 (meters)    1139.34  (feet)  COMP
 DV1664  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 DV1664
 DV1664  VERT ORDER  -  SECOND    CLASS I
 DV1664
 DV1664.The horizontal coordinates were scaled from a topographic map and have
 DV1664.an estimated accuracy of +/- 6 seconds.
 DV1664
 DV1664.The orthometric height was determined by differential leveling
 DV1664.and adjusted by the National Geodetic Survey in November 1993..
 DV1664
 DV1664.The geoid height was determined by GEOID03.
 DV1664
 DV1664.The dynamic height is computed by dividing the NAVD 88
 DV1664.geopotential number by the normal gravity value computed on the
 DV1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1664.degrees latitude (g = 980.6199 gals.).
 DV1664
 DV1664.The modeled gravity was interpolated from observed gravity values.
 DV1664
 DV1664;                    North         East    Units  Estimated Accuracy
 DV1664;SPC AZ C     -   273,420.      204,380.      MT  (+/- 180 meters Scaled)
 DV1664
 DV1664                          SUPERSEDED SURVEY CONTROL
 DV1664
 DV1664.No superseded survey control is available for this station.
 DV1664
 DV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058033(NAD 83)
 DV1664_MARKER: DB = BENCH MARK DISK
 DV1664_SETTING: 0 = UNSPECIFIED SETTING
 DV1664_SP_SET: IN HANDHOLE
 DV1664_STAMPING: 1400-19
 DV1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1664
 DV1664  HISTORY     - Date     Condition        Report By
 DV1664  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1664  HISTORY     - 1979     GOOD             AZDT
 DV1664
 DV1664                          STATION DESCRIPTION
 DV1664
 DV1664'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1664'IN PHOENIX.
 DV1664'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST FOR 1.5 MI
 DV1664'(2.4 KM) TO 32ND STREET AND THE MARK IN THE CENTER OF THE
 DV1664'INTERSECTION, A STANDARD CITY OF PHOENIX BRASS CAP IN A HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1412 ***********************************************************************
 DU1412  DESIGNATION -  1400 2
 DU1412  PID         -  DU1412
 DU1412  STATE/COUNTY-  AZ/MARICOPA
 DU1412  USGS QUAD   -  BUCKHORN (1982)
 DU1412
 DU1412                         *CURRENT SURVEY CONTROL
 DU1412  ___________________________________________________________________
 DU1412* NAD 83(1986)-  33 23 12.     (N)    111 39 14.     (W)     SCALED    
 DU1412* NAVD 88     -       434.33   (+/-2cm)    1425.0    (feet)  VERTCON   
 DU1412  ___________________________________________________________________
 DU1412  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1412
 DU1412  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1412
 DU1412.The horizontal coordinates were scaled from a topographic map and have
 DU1412.an estimated accuracy of +/- 6 seconds.
 DU1412
 DU1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1412.The vertical order pertains to the NGVD 29 superseded value.
 DU1412
 DU1412.The geoid height was determined by GEOID03.
 DU1412
 DU1412;                    North         East    Units  Estimated Accuracy
 DU1412;SPC AZ C     -   264,660.      237,810.      MT  (+/- 180 meters Scaled)
 DU1412
 DU1412                          SUPERSEDED SURVEY CONTROL
 DU1412
 DU1412  NGVD 29 (??/??/92)  433.791  (m)         1423.20   (f) ADJ UNCH    1 1
 DU1412
 DU1412.Superseded values are not recommended for survey control.
 DU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1412.See file dsdata.txt to determine how the superseded data were derived.
 DU1412
 DU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB391943(NAD 83)
 DU1412_MARKER: Z = SEE DESCRIPTION
 DU1412_SETTING: 0 = UNSPECIFIED SETTING
 DU1412_STAMPING: P M 1400-2
 DU1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1412
 DU1412  HISTORY     - Date     Condition        Report By
 DU1412  HISTORY     - UNK      MONUMENTED       NGS
 DU1412  HISTORY     - 1975     GOOD             AZDT
 DU1412
 DU1412                          STATION DESCRIPTION
 DU1412
 DU1412'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1412'5 MI SE FROM BUCKHORN.
 DU1412'FROM THE INTERSECTION OF BASELINE AND ELLSWORTH ROADS, NORTH ON
 DU1412'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A LARGE
 DU1412'DRAINAGE DITCH.  LEFT AND FOLLOW THE TRACK ROAD FOR 1.25 MILES AND TO
 DU1412'THE STATION.  2.5 FT. EAST OF AN INSTALLATION FOR AN UNDERGROUND
 DU1412'TELEPHONE LINE.  20 FT. SOUTH OF THE ROAD ON THE TOP OF THE DIKE ON
 DU1412'THE SOUTH SIDE OF THE DRAINAGE DITCH.  A REBAR, UP 0.05 FT., AND WITH
 DU1412'AN ALUMINUM TAG ATTACHED.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1412'APACHE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1665 ***********************************************************************
 DV1665  DESIGNATION -  1400 20
 DV1665  PID         -  DV1665
 DV1665  STATE/COUNTY-  AZ/MARICOPA
 DV1665  USGS QUAD   -  PHOENIX (1982)
 DV1665
 DV1665                         *CURRENT SURVEY CONTROL
 DV1665  ___________________________________________________________________
 DV1665* NAD 83(1986)-  33 27 40.     (N)    112 00 16.     (W)     SCALED    
 DV1665* NAVD 88     -       351.137  (meters)    1152.02   (feet)  ADJUSTED  
 DV1665  ___________________________________________________________________
 DV1665  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1665  DYNAMIC HT  -         350.730 (meters)    1150.69  (feet)  COMP
 DV1665  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1665
 DV1665  VERT ORDER  -  SECOND    CLASS I
 DV1665
 DV1665.The horizontal coordinates were scaled from a topographic map and have
 DV1665.an estimated accuracy of +/- 6 seconds.
 DV1665
 DV1665.The orthometric height was determined by differential leveling
 DV1665.and adjusted by the National Geodetic Survey in November 1993..
 DV1665
 DV1665.The geoid height was determined by GEOID03.
 DV1665
 DV1665.The dynamic height is computed by dividing the NAVD 88
 DV1665.geopotential number by the normal gravity value computed on the
 DV1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1665.degrees latitude (g = 980.6199 gals.).
 DV1665
 DV1665.The modeled gravity was interpolated from observed gravity values.
 DV1665
 DV1665;                    North         East    Units  Estimated Accuracy
 DV1665;SPC AZ C     -   272,890.      205,200.      MT  (+/- 180 meters Scaled)
 DV1665
 DV1665                          SUPERSEDED SURVEY CONTROL
 DV1665
 DV1665.No superseded survey control is available for this station.
 DV1665
 DV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066028(NAD 83)
 DV1665_MARKER: DB = BENCH MARK DISK
 DV1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1665_SP_SET: CONCRETE AND STONE HEADWALL
 DV1665_STAMPING: 1400-20
 DV1665_MARK LOGO: SRVWUA
 DV1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1665+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1665
 DV1665  HISTORY     - Date     Condition        Report By
 DV1665  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1665  HISTORY     - 1979     GOOD             AZDT
 DV1665  HISTORY     - 20060823 GOOD             GEOCAC
 DV1665
 DV1665                          STATION DESCRIPTION
 DV1665
 DV1665'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1665'IN PHOENIX.
 DV1665'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DV1665'MCDOWELL FOR 2.0 MI (3.22 KM) TO THE MARK IN THE SOUTHWEST CORNER,
 DV1665'46.7 FT (14.23 METERS) WEST OF EXTENDED CENTERLINE OF 36TH STREET, 40
 DV1665'FT (12.19 METERS) SOUTH OF CENTERLINE OF MCDOWELL ROAD, A STANDARD
 DV1665'BRASS CAP ON THE NORTHWEST CORNER OF A CONCRETE AND STONE HEADGATE.
 DV1665
 DV1665                          STATION RECOVERY (2006)
 DV1665
 DV1665'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1666 ***********************************************************************
 DV1666  DESIGNATION -  1400 21
 DV1666  PID         -  DV1666
 DV1666  STATE/COUNTY-  AZ/MARICOPA
 DV1666  USGS QUAD   -  PHOENIX (1982)
 DV1666
 DV1666                         *CURRENT SURVEY CONTROL
 DV1666  ___________________________________________________________________
 DV1666* NAD 83(1986)-  33 27 37.     (N)    112 00 16.     (W)     SCALED    
 DV1666* NAVD 88     -       350.677  (meters)    1150.51   (feet)  ADJUSTED  
 DV1666  ___________________________________________________________________
 DV1666  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1666  DYNAMIC HT  -         350.271 (meters)    1149.18  (feet)  COMP
 DV1666  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1666
 DV1666  VERT ORDER  -  SECOND    CLASS I
 DV1666
 DV1666.The horizontal coordinates were scaled from a topographic map and have
 DV1666.an estimated accuracy of +/- 6 seconds.
 DV1666
 DV1666.The orthometric height was determined by differential leveling
 DV1666.and adjusted by the National Geodetic Survey in November 1993..
 DV1666
 DV1666.The geoid height was determined by GEOID03.
 DV1666
 DV1666.The dynamic height is computed by dividing the NAVD 88
 DV1666.geopotential number by the normal gravity value computed on the
 DV1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1666.degrees latitude (g = 980.6199 gals.).
 DV1666
 DV1666.The modeled gravity was interpolated from observed gravity values.
 DV1666
 DV1666;                    North         East    Units  Estimated Accuracy
 DV1666;SPC AZ C     -   272,800.      205,200.      MT  (+/- 180 meters Scaled)
 DV1666
 DV1666                          SUPERSEDED SURVEY CONTROL
 DV1666
 DV1666.No superseded survey control is available for this station.
 DV1666
 DV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV1666_MARKER: DB = BENCH MARK DISK
 DV1666_SETTING: 0 = UNSPECIFIED SETTING
 DV1666_SP_SET: HANDHOLE
 DV1666_STAMPING: 1400-21
 DV1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1666
 DV1666  HISTORY     - Date     Condition        Report By
 DV1666  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1666  HISTORY     - 1979     GOOD             AZDT
 DV1666
 DV1666                          STATION DESCRIPTION
 DV1666
 DV1666'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1666'IN PHOENIX.
 DV1666'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DV1666'MCDOWELL ROAD FOR 2.0 MI (3.22 KM) TO 36TH STREET AND THE MARK IN THE
 DV1666'CENTER OF THE INTERSECTION, A STANDARD BRASS CAP IN A HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1728 ***********************************************************************
 DU1728  DESIGNATION -  1400 22
 DU1728  PID         -  DU1728
 DU1728  STATE/COUNTY-  AZ/MARICOPA
 DU1728  USGS QUAD   -  TEMPE (1982)
 DU1728
 DU1728                         *CURRENT SURVEY CONTROL
 DU1728  ___________________________________________________________________
 DU1728* NAD 83(1986)-  33 27 55.     (N)    111 59 41.     (W)     SCALED    
 DU1728* NAVD 88     -       355.470  (meters)    1166.24   (feet)  ADJUSTED  
 DU1728  ___________________________________________________________________
 DU1728  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1728  DYNAMIC HT  -         355.058 (meters)    1164.89  (feet)  COMP
 DU1728  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 DU1728
 DU1728  VERT ORDER  -  SECOND    CLASS I
 DU1728
 DU1728.The horizontal coordinates were scaled from a topographic map and have
 DU1728.an estimated accuracy of +/- 6 seconds.
 DU1728
 DU1728.The orthometric height was determined by differential leveling
 DU1728.and adjusted by the National Geodetic Survey in November 1993..
 DU1728
 DU1728.The geoid height was determined by GEOID03.
 DU1728
 DU1728.The dynamic height is computed by dividing the NAVD 88
 DU1728.geopotential number by the normal gravity value computed on the
 DU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1728.degrees latitude (g = 980.6199 gals.).
 DU1728
 DU1728.The modeled gravity was interpolated from observed gravity values.
 DU1728
 DU1728;                    North         East    Units  Estimated Accuracy
 DU1728;SPC AZ C     -   273,350.      206,110.      MT  (+/- 180 meters Scaled)
 DU1728
 DU1728                          SUPERSEDED SURVEY CONTROL
 DU1728
 DU1728.No superseded survey control is available for this station.
 DU1728
 DU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075033(NAD 83)
 DU1728_MARKER: DB = BENCH MARK DISK
 DU1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1728_SP_SET: CONCRETE HEADGATE
 DU1728_STAMPING: 1400-22 1979
 DU1728_MARK LOGO: AZDT  
 DU1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1728+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DU1728
 DU1728  HISTORY     - Date     Condition        Report By
 DU1728  HISTORY     - 1979     MONUMENTED       AZDT
 DU1728  HISTORY     - 20060823 GOOD             GEOCAC
 DU1728
 DU1728                          STATION DESCRIPTION
 DU1728
 DU1728'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1728'IN PHOENIX.
 DU1728'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1728'MCDOWELL FOR 2.5 MI (4.02 KM) TO 40TH STREET AND THE MARK ON THE
 DU1728'SOUTHEAST CORNER, A STANDARD AZDT ALUMINIUM CAP ON THE NORTHEAST
 DU1728'CORNER OF A CONCRETE HEAD GATE, 36.0 FT (10.98 METERS) SOUTH OF
 DU1728'CENTERLINE OF MCDOWELL ROAD, 46 FT (14.02 METERS) EAST OF THE
 DU1728'CENTERLINE OF 40TH STREET.
 DU1728
 DU1728                          STATION RECOVERY (2006)
 DU1728
 DU1728'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1729 ***********************************************************************
 DU1729  DESIGNATION -  1400 23
 DU1729  PID         -  DU1729
 DU1729  STATE/COUNTY-  AZ/MARICOPA
 DU1729  USGS QUAD   -  TEMPE (1982)
 DU1729
 DU1729                         *CURRENT SURVEY CONTROL
 DU1729  ___________________________________________________________________
 DU1729* NAD 83(1986)-  33 27 39.     (N)    111 58 59.     (W)     SCALED    
 DU1729* NAVD 88     -       365.777  (meters)    1200.05   (feet)  ADJUSTED  
 DU1729  ___________________________________________________________________
 DU1729  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1729  DYNAMIC HT  -         365.355 (meters)    1198.67  (feet)  COMP
 DU1729  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DU1729
 DU1729  VERT ORDER  -  SECOND    CLASS I
 DU1729
 DU1729.The horizontal coordinates were scaled from a topographic map and have
 DU1729.an estimated accuracy of +/- 6 seconds.
 DU1729
 DU1729.The orthometric height was determined by differential leveling
 DU1729.and adjusted by the National Geodetic Survey in November 1993..
 DU1729
 DU1729.The geoid height was determined by GEOID03.
 DU1729
 DU1729.The dynamic height is computed by dividing the NAVD 88
 DU1729.geopotential number by the normal gravity value computed on the
 DU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1729.degrees latitude (g = 980.6199 gals.).
 DU1729
 DU1729.The modeled gravity was interpolated from observed gravity values.
 DU1729
 DU1729;                    North         East    Units  Estimated Accuracy
 DU1729;SPC AZ C     -   272,860.      207,190.      MT  (+/- 180 meters Scaled)
 DU1729
 DU1729                          SUPERSEDED SURVEY CONTROL
 DU1729
 DU1729.No superseded survey control is available for this station.
 DU1729
 DU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC086028(NAD 83)
 DU1729_MARKER: DB = BENCH MARK DISK
 DU1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1729_SP_SET: CONCRETE HEADGATE
 DU1729_STAMPING: 1400-23
 DU1729_MARK LOGO: AZDT  
 DU1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1729
 DU1729  HISTORY     - Date     Condition        Report By
 DU1729  HISTORY     - 1979     MONUMENTED       AZDT
 DU1729
 DU1729                          STATION DESCRIPTION
 DU1729
 DU1729'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1729'IN PHOENIX.
 DU1729'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1729'MCDOWELL FOR 3.5 MI (5.63 KM) TO 48TH STREET AND THE MARK IN THE
 DU1729'SOUTHWEST CORNER, 37.0 FT (11.28 METERS) WEST OF CENTERLINE OF 48TH
 DU1729'STREET, 41.0 FT (12.5 METERS) SOUTH OF CENTERLINE OF MCDOWELL ROAD,
 DU1729'10.0 FT (3.05 METERS) EAST NORTHEAST OF TEXACO SIGNPOST, A STANDARD
 DU1729'BRASS CAP IN EAST CORNER OF HEADGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1669 ***********************************************************************
 DV1669  DESIGNATION -  1400 24
 DV1669  PID         -  DV1669
 DV1669  STATE/COUNTY-  AZ/MARICOPA
 DV1669  USGS QUAD   -  PHOENIX (1982)
 DV1669
 DV1669                         *CURRENT SURVEY CONTROL
 DV1669  ___________________________________________________________________
 DV1669* NAD 83(1986)-  33 25 26.     (N)    112 02 21.     (W)     SCALED    
 DV1669* NAVD 88     -       333.341  (meters)    1093.64   (feet)  ADJUSTED  
 DV1669  ___________________________________________________________________
 DV1669  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1669  DYNAMIC HT  -         332.958 (meters)    1092.38  (feet)  COMP
 DV1669  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DV1669
 DV1669  VERT ORDER  -  SECOND    CLASS I
 DV1669
 DV1669.The horizontal coordinates were scaled from a topographic map and have
 DV1669.an estimated accuracy of +/- 6 seconds.
 DV1669
 DV1669.The orthometric height was determined by differential leveling
 DV1669.and adjusted by the National Geodetic Survey in November 1993..
 DV1669
 DV1669.The geoid height was determined by GEOID03.
 DV1669
 DV1669.The dynamic height is computed by dividing the NAVD 88
 DV1669.geopotential number by the normal gravity value computed on the
 DV1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1669.degrees latitude (g = 980.6199 gals.).
 DV1669
 DV1669.The modeled gravity was interpolated from observed gravity values.
 DV1669
 DV1669;                    North         East    Units  Estimated Accuracy
 DV1669;SPC AZ C     -   268,770.      201,970.      MT  (+/- 180 meters Scaled)
 DV1669
 DV1669                          SUPERSEDED SURVEY CONTROL
 DV1669
 DV1669.No superseded survey control is available for this station.
 DV1669
 DV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033987(NAD 83)
 DV1669_MARKER: DB = BENCH MARK DISK
 DV1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1669_SP_SET: CONCRETE BASE OF FLAGPOLE
 DV1669_STAMPING: 1400-24
 DV1669_MARK LOGO: AZDT  
 DV1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1669
 DV1669  HISTORY     - Date     Condition        Report By
 DV1669  HISTORY     - UNK      MONUMENTED       AZDT
 DV1669  HISTORY     - 1981     GOOD             AZDT
 DV1669
 DV1669                          STATION DESCRIPTION
 DV1669
 DV1669'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1669'IN PHOENIX.
 DV1669'IN PHOENIX, FROM 24TH STREET AND INTERSTATE 17 GO SOUTH ON 24TH STREET
 DV1669'FOR 0.2 MI (0.33 KM) TO UNIVERSITY DRIVE, THENCE WEST 0.5 MI (0.81 KM)
 DV1669'TO 20TH STREET, 175.3 FT (53.43 METERS) NORTHWESTERLY FROM
 DV1669'INTERSECTION OF 20TH STREET AND UNIVERSITY DRIVE TO BASE OF FLAGPOLE
 DV1669'IN FRONT OF STATE D.E.S. BUILDING AND STATION, 190 FT (57.91 METERS)
 DV1669'SOUTH OF SOUTHEAST CORNER OF BUILDING, 58.0 FT (17.68 METERS) NORTH OF
 DV1669'CENTERLINE OF UNIVERSITY DRIVE, A STANDARD AZDT ALUMINUM CAP EPOXIED
 DV1669'IN CONCRETE FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1670 ***********************************************************************
 DV1670  DESIGNATION -  1400 25
 DV1670  PID         -  DV1670
 DV1670  STATE/COUNTY-  AZ/MARICOPA
 DV1670  USGS QUAD   -  PHOENIX (1982)
 DV1670
 DV1670                         *CURRENT SURVEY CONTROL
 DV1670  ___________________________________________________________________
 DV1670* NAD 83(1986)-  33 25 26.     (N)    112 02 53.     (W)     SCALED    
 DV1670* NAVD 88     -       331.366  (meters)    1087.16   (feet)  ADJUSTED  
 DV1670  ___________________________________________________________________
 DV1670  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1670  DYNAMIC HT  -         330.985 (meters)    1085.91  (feet)  COMP
 DV1670  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 DV1670
 DV1670  VERT ORDER  -  SECOND    CLASS I
 DV1670
 DV1670.The horizontal coordinates were scaled from a topographic map and have
 DV1670.an estimated accuracy of +/- 6 seconds.
 DV1670
 DV1670.The orthometric height was determined by differential leveling
 DV1670.and adjusted by the National Geodetic Survey in November 1993..
 DV1670
 DV1670.The geoid height was determined by GEOID03.
 DV1670
 DV1670.The dynamic height is computed by dividing the NAVD 88
 DV1670.geopotential number by the normal gravity value computed on the
 DV1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1670.degrees latitude (g = 980.6199 gals.).
 DV1670
 DV1670.The modeled gravity was interpolated from observed gravity values.
 DV1670
 DV1670;                    North         East    Units  Estimated Accuracy
 DV1670;SPC AZ C     -   268,770.      201,140.      MT  (+/- 180 meters Scaled)
 DV1670
 DV1670                          SUPERSEDED SURVEY CONTROL
 DV1670
 DV1670.No superseded survey control is available for this station.
 DV1670
 DV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025987(NAD 83)
 DV1670_MARKER: DB = BENCH MARK DISK
 DV1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1670_SP_SET: CONCRETE POST
 DV1670_STAMPING: 1400-25
 DV1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1670+STABILITY: SURFACE MOTION
 DV1670
 DV1670  HISTORY     - Date     Condition        Report By
 DV1670  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1670  HISTORY     - 1981     GOOD             AZDT
 DV1670
 DV1670                          STATION DESCRIPTION
 DV1670
 DV1670'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1670'IN PHOENIX.
 DV1670'IN PHOENIX, 0.2 MI (0.32 KM) SOUTH OF THE INTERSECTION OF INTERSTATE
 DV1670'17 AND 24TH STREET, THENCE 1.0 MI (1.61 KM) WEST ON UNIVERSITY DRIVE
 DV1670'TO 16TH STREET, STATION LOCATED IN INTERSECTION OF UNIVERSITY DRIVE
 DV1670'AND 16TH STREET, 54.3 FT (16.55 METERS) NORTHWEST OF SIGNAL BOX
 DV1670'LOCATED ON THE SOUTHEAST CORNER OF INTERSECTION, 40.2 FT
 DV1670'(12.25 METERS) EAST OF FIRE HYDRANT, CITY OF PHOENIX BRASS CAP IN
 DV1670'CONCRETE MONUMENT FLUSH WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1671 ***********************************************************************
 DV1671  DESIGNATION -  1400 26
 DV1671  PID         -  DV1671
 DV1671  STATE/COUNTY-  AZ/MARICOPA
 DV1671  USGS QUAD   -  PHOENIX (1982)
 DV1671
 DV1671                         *CURRENT SURVEY CONTROL
 DV1671  ___________________________________________________________________
 DV1671* NAD 83(1986)-  33 25 44.     (N)    112 02 53.     (W)     SCALED    
 DV1671* NAVD 88     -       332.934  (meters)    1092.30   (feet)  ADJUSTED  
 DV1671  ___________________________________________________________________
 DV1671  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1671  DYNAMIC HT  -         332.551 (meters)    1091.04  (feet)  COMP
 DV1671  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DV1671
 DV1671  VERT ORDER  -  SECOND    CLASS I
 DV1671
 DV1671.The horizontal coordinates were scaled from a topographic map and have
 DV1671.an estimated accuracy of +/- 6 seconds.
 DV1671
 DV1671.The orthometric height was determined by differential leveling
 DV1671.and adjusted by the National Geodetic Survey in November 1993..
 DV1671
 DV1671.The geoid height was determined by GEOID03.
 DV1671
 DV1671.The dynamic height is computed by dividing the NAVD 88
 DV1671.geopotential number by the normal gravity value computed on the
 DV1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1671.degrees latitude (g = 980.6199 gals.).
 DV1671
 DV1671.The modeled gravity was interpolated from observed gravity values.
 DV1671
 DV1671;                    North         East    Units  Estimated Accuracy
 DV1671;SPC AZ C     -   269,320.      201,140.      MT  (+/- 180 meters Scaled)
 DV1671
 DV1671                          SUPERSEDED SURVEY CONTROL
 DV1671
 DV1671.No superseded survey control is available for this station.
 DV1671
 DV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025993(NAD 83)
 DV1671_MARKER: DB = BENCH MARK DISK
 DV1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1671_SP_SET: CONCRETE POST
 DV1671_STAMPING: 1400-26
 DV1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1671+STABILITY: SURFACE MOTION
 DV1671
 DV1671  HISTORY     - Date     Condition        Report By
 DV1671  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1671  HISTORY     - 1981     GOOD             AZDT
 DV1671
 DV1671                          STATION DESCRIPTION
 DV1671
 DV1671'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1671'IN PHOENIX.
 DV1671'IN PHOENIX, FROM 24TH STREET AND INTERSTATE 17 GO SOUTH 0.2 MI
 DV1671'(0.33 KM) TO UNIVERSITY DRIVE, THENCE WEST 1.0 MI (1.61 KM) TO 16TH
 DV1671'STREET, THENCE NORTH 0.25 MI (.40 KM) TO STATION, 14.0 FT (4.3 METERS)
 DV1671'NORTH OF NORTH END OF BULL NOSE, 17.5 FT (5.33 METERS) WEST OF
 DV1671'CENTERLINE OF NORTHBOUND LANE OF 16TH STREET, 17.5 FT (5.33 METERS)
 DV1671'EAST OF CENTERLINE OF SOUTHBOUND LANE OF 16TH STREET, A STANDARD CITY
 DV1671'OF PHOENIX BRASS CAP SET IN A HANDHOLE 0.4 FT (0.12 METERS) BELOW
 DV1671'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1672 ***********************************************************************
 DV1672  DESIGNATION -  1400 27
 DV1672  PID         -  DV1672
 DV1672  STATE/COUNTY-  AZ/MARICOPA
 DV1672  USGS QUAD   -  PHOENIX (1982)
 DV1672
 DV1672                         *CURRENT SURVEY CONTROL
 DV1672  ___________________________________________________________________
 DV1672* NAD 83(1986)-  33 25 42.     (N)    112 03 53.     (W)     SCALED    
 DV1672* NAVD 88     -       330.198  (meters)    1083.32   (feet)  ADJUSTED  
 DV1672  ___________________________________________________________________
 DV1672  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV1672  DYNAMIC HT  -         329.818 (meters)    1082.08  (feet)  COMP
 DV1672  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 DV1672
 DV1672  VERT ORDER  -  SECOND    CLASS I
 DV1672
 DV1672.The horizontal coordinates were scaled from a topographic map and have
 DV1672.an estimated accuracy of +/- 6 seconds.
 DV1672
 DV1672.The orthometric height was determined by differential leveling
 DV1672.and adjusted by the National Geodetic Survey in November 1993..
 DV1672
 DV1672.The geoid height was determined by GEOID03.
 DV1672
 DV1672.The dynamic height is computed by dividing the NAVD 88
 DV1672.geopotential number by the normal gravity value computed on the
 DV1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1672.degrees latitude (g = 980.6199 gals.).
 DV1672
 DV1672.The modeled gravity was interpolated from observed gravity values.
 DV1672
 DV1672;                    North         East    Units  Estimated Accuracy
 DV1672;SPC AZ C     -   269,260.      199,590.      MT  (+/- 180 meters Scaled)
 DV1672
 DV1672                          SUPERSEDED SURVEY CONTROL
 DV1672
 DV1672.No superseded survey control is available for this station.
 DV1672
 DV1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB010992(NAD 83)
 DV1672_MARKER: DB = BENCH MARK DISK
 DV1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1672_SP_SET: CONCRETE POST
 DV1672_STAMPING: 1400-27
 DV1672_MARK LOGO: AZDT  
 DV1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1672+STABILITY: SURFACE MOTION
 DV1672
 DV1672  HISTORY     - Date     Condition        Report By
 DV1672  HISTORY     - UNK      MONUMENTED       AZDT
 DV1672  HISTORY     - 1981     GOOD             AZDT
 DV1672
 DV1672                          STATION DESCRIPTION
 DV1672
 DV1672'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1672'IN PHOENIX.
 DV1672'IN PHOENIX, 2 MI (3.22 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1672'INTERSECTION OF 24TH STREET TO 7TH STREET, STATION LOCATED AT
 DV1672'SOUTHEAST CORNER OF THE INTERSECTION OF 7TH STREET AND EASTBOUND
 DV1672'ACCESS ROAD, 28.5 FT (8.68 KM) SOUTH OF ACCESS ROAD CENTERLINE, 42.0
 DV1672'FT (12.8 METERS) EAST OF NORTHBOUND 7TH STREET CENTERLINE, 2.3 FT
 DV1672'(0.70 METERS) NORTHEAST OF RIGHT-OF-WAY MARKER.  A STANDARD AZDT BRASS
 DV1672'CAP SET IN CONCRETE CYLINDER 0.1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1673 ***********************************************************************
 DV1673  DESIGNATION -  1400 28
 DV1673  PID         -  DV1673
 DV1673  STATE/COUNTY-  AZ/MARICOPA
 DV1673  USGS QUAD   -  PHOENIX (1982)
 DV1673
 DV1673                         *CURRENT SURVEY CONTROL
 DV1673  ___________________________________________________________________
 DV1673* NAD 83(1986)-  33 25 46.     (N)    112 04 26.     (W)     SCALED    
 DV1673* NAVD 88     -       328.572  (meters)    1077.99   (feet)  ADJUSTED  
 DV1673  ___________________________________________________________________
 DV1673  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV1673  DYNAMIC HT  -         328.193 (meters)    1076.75  (feet)  COMP
 DV1673  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DV1673
 DV1673  VERT ORDER  -  SECOND    CLASS I
 DV1673
 DV1673.The horizontal coordinates were scaled from a topographic map and have
 DV1673.an estimated accuracy of +/- 6 seconds.
 DV1673
 DV1673.The orthometric height was determined by differential leveling
 DV1673.and adjusted by the National Geodetic Survey in November 1993..
 DV1673
 DV1673.The geoid height was determined by GEOID03.
 DV1673
 DV1673.The dynamic height is computed by dividing the NAVD 88
 DV1673.geopotential number by the normal gravity value computed on the
 DV1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1673.degrees latitude (g = 980.6199 gals.).
 DV1673
 DV1673.The modeled gravity was interpolated from observed gravity values.
 DV1673
 DV1673;                    North         East    Units  Estimated Accuracy
 DV1673;SPC AZ C     -   269,390.      198,740.      MT  (+/- 180 meters Scaled)
 DV1673
 DV1673                          SUPERSEDED SURVEY CONTROL
 DV1673
 DV1673.No superseded survey control is available for this station.
 DV1673
 DV1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001994(NAD 83)
 DV1673_MARKER: DB = BENCH MARK DISK
 DV1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1673_SP_SET: CONCRETE SIGNAL LIGHT BASE
 DV1673_STAMPING: 1400-28
 DV1673_MARK LOGO: AZDT  
 DV1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1673
 DV1673  HISTORY     - Date     Condition        Report By
 DV1673  HISTORY     - UNK      MONUMENTED       AZDT
 DV1673  HISTORY     - 1981     GOOD             AZDT
 DV1673
 DV1673                          STATION DESCRIPTION
 DV1673
 DV1673'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1673'IN PHOENIX.
 DV1673'IN PHOENIX, 2.0 MI (3.22 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1673'INTERSECTION OF 24TH STREET TO 7TH STREET, THENCE 0.5 MI (0.81 KM)
 DV1673'WEST ALONG FRONTAGE ROAD TO CENTRAL AVENUE, STATION LOCATED SOUTHEAST
 DV1673'OF INTERSECTION OF FRONTAGE ROAD AND CENTRAL AVENUE, 21.0 FT
 DV1673'(6.40 METERS) NORTH OF WESTBOUND FRONTAGE ROAD CENTERLINE, 65.0 FT
 DV1673'(19.81 METERS) WEST OF CENTRAL AVENUE SOUTHBOUND CENTERLINE, A
 DV1673'STANDARD AZDT ALUMINUM CAP EPOXIED UPON SOUTH SIDE OF CONCRETE LIGHT
 DV1673'POLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1674 ***********************************************************************
 DV1674  DESIGNATION -  1400 29
 DV1674  PID         -  DV1674
 DV1674  STATE/COUNTY-  AZ/MARICOPA
 DV1674  USGS QUAD   -  PHOENIX (1982)
 DV1674
 DV1674                         *CURRENT SURVEY CONTROL
 DV1674  ___________________________________________________________________
 DV1674* NAD 83(1986)-  33 25 45.     (N)    112 04 57.     (W)     SCALED    
 DV1674* NAVD 88     -       326.494  (meters)    1071.17   (feet)  ADJUSTED  
 DV1674  ___________________________________________________________________
 DV1674  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1674  DYNAMIC HT  -         326.118 (meters)    1069.94  (feet)  COMP
 DV1674  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DV1674
 DV1674  VERT ORDER  -  SECOND    CLASS I
 DV1674
 DV1674.The horizontal coordinates were scaled from a topographic map and have
 DV1674.an estimated accuracy of +/- 6 seconds.
 DV1674
 DV1674.The orthometric height was determined by differential leveling
 DV1674.and adjusted by the National Geodetic Survey in November 1993..
 DV1674
 DV1674.The geoid height was determined by GEOID03.
 DV1674
 DV1674.The dynamic height is computed by dividing the NAVD 88
 DV1674.geopotential number by the normal gravity value computed on the
 DV1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1674.degrees latitude (g = 980.6199 gals.).
 DV1674
 DV1674.The modeled gravity was interpolated from observed gravity values.
 DV1674
 DV1674;                    North         East    Units  Estimated Accuracy
 DV1674;SPC AZ C     -   269,360.      197,940.      MT  (+/- 180 meters Scaled)
 DV1674
 DV1674                          SUPERSEDED SURVEY CONTROL
 DV1674
 DV1674.No superseded survey control is available for this station.
 DV1674
 DV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993993(NAD 83)
 DV1674_MARKER: DB = BENCH MARK DISK
 DV1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1674_SP_SET: CONCRETE POST
 DV1674_STAMPING: 1400-29
 DV1674_MARK LOGO: AZDT  
 DV1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1674+STABILITY: SURFACE MOTION
 DV1674
 DV1674  HISTORY     - Date     Condition        Report By
 DV1674  HISTORY     - UNK      MONUMENTED       AZDT
 DV1674  HISTORY     - 1979     GOOD             AZDT
 DV1674
 DV1674                          STATION DESCRIPTION
 DV1674
 DV1674'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1674'IN PHOENIX.
 DV1674'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1674'INTERSECTION OF 7TH STREET TO 7TH AVENUE, STATION LOCATED SOUTHWEST OF
 DV1674'THE INTERSECTION OF 7TH AVENUE AND EASTBOUND ACCESS ROAD, 38.5 FT
 DV1674'(11.73METERS) NORTHEAST OF CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1675 ***********************************************************************
 DV1675  DESIGNATION -  1400 29 A
 DV1675  PID         -  DV1675
 DV1675  STATE/COUNTY-  AZ/MARICOPA
 DV1675  USGS QUAD   -  PHOENIX (1982)
 DV1675
 DV1675                         *CURRENT SURVEY CONTROL
 DV1675  ___________________________________________________________________
 DV1675* NAD 83(1986)-  33 25 45.     (N)    112 04 57.     (W)     SCALED    
 DV1675* NAVD 88     -       326.486  (meters)    1071.15   (feet)  ADJUSTED  
 DV1675  ___________________________________________________________________
 DV1675  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1675  DYNAMIC HT  -         326.110 (meters)    1069.91  (feet)  COMP
 DV1675  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DV1675
 DV1675  VERT ORDER  -  SECOND    CLASS I
 DV1675
 DV1675.The horizontal coordinates were scaled from a topographic map and have
 DV1675.an estimated accuracy of +/- 6 seconds.
 DV1675
 DV1675.The orthometric height was determined by differential leveling
 DV1675.and adjusted by the National Geodetic Survey in November 1993..
 DV1675
 DV1675.The geoid height was determined by GEOID03.
 DV1675
 DV1675.The dynamic height is computed by dividing the NAVD 88
 DV1675.geopotential number by the normal gravity value computed on the
 DV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1675.degrees latitude (g = 980.6199 gals.).
 DV1675
 DV1675.The modeled gravity was interpolated from observed gravity values.
 DV1675
 DV1675;                    North         East    Units  Estimated Accuracy
 DV1675;SPC AZ C     -   269,360.      197,940.      MT  (+/- 180 meters Scaled)
 DV1675
 DV1675                          SUPERSEDED SURVEY CONTROL
 DV1675
 DV1675.No superseded survey control is available for this station.
 DV1675
 DV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993993(NAD 83)
 DV1675_MARKER: DB = BENCH MARK DISK
 DV1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1675_SP_SET: CONCRETE POST
 DV1675_STAMPING: 1400-29A
 DV1675_MARK LOGO: AZDT  
 DV1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1675+STABILITY: SURFACE MOTION
 DV1675
 DV1675  HISTORY     - Date     Condition        Report By
 DV1675  HISTORY     - UNK      MONUMENTED       AZDT
 DV1675  HISTORY     - 1979     GOOD             AZDT
 DV1675
 DV1675                          STATION DESCRIPTION
 DV1675
 DV1675'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1675'IN PHOENIX.
 DV1675'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1675'INTERSECTION OF 7TH STREET TO 7TH AVENUE, 39.5 FT (12.01 METERS) WEST
 DV1675'OF CENTERLINE OF SOUTH 7TH AVENUE,  47.2 FT (14.39 METERS) SOUTHEAST
 DV1675'OF BM 1400-29 AZDT, A STANDARD AZDT RIGHT-OF-WAY CAP IN A CONCRETE
 DV1675'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1431 ***********************************************************************
 DU1431  DESIGNATION -  1400 3
 DU1431  PID         -  DU1431
 DU1431  STATE/COUNTY-  AZ/MARICOPA
 DU1431  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1431
 DU1431                         *CURRENT SURVEY CONTROL
 DU1431  ___________________________________________________________________
 DU1431* NAD 83(1986)-  33 23 12.     (N)    111 36 44.     (W)     SCALED    
 DU1431* NAVD 88     -       459.94   (+/-2cm)    1509.0    (feet)  VERTCON   
 DU1431  ___________________________________________________________________
 DU1431  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1431
 DU1431  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1431
 DU1431.The horizontal coordinates were scaled from a topographic map and have
 DU1431.an estimated accuracy of +/- 6 seconds.
 DU1431
 DU1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1431.The vertical order pertains to the NGVD 29 superseded value.
 DU1431
 DU1431.The geoid height was determined by GEOID03.
 DU1431
 DU1431;                    North         East    Units  Estimated Accuracy
 DU1431;SPC AZ C     -   264,670.      241,680.      MT  (+/- 180 meters Scaled)
 DU1431
 DU1431                          SUPERSEDED SURVEY CONTROL
 DU1431
 DU1431  NGVD 29 (??/??/92)  459.396  (m)         1507.20   (f) ADJ UNCH    1 1
 DU1431
 DU1431.Superseded values are not recommended for survey control.
 DU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1431.See file dsdata.txt to determine how the superseded data were derived.
 DU1431
 DU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB430943(NAD 83)
 DU1431_MARKER: Z = SEE DESCRIPTION
 DU1431_SETTING: 0 = UNSPECIFIED SETTING
 DU1431_STAMPING: P M BM 1400-3
 DU1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1431
 DU1431  HISTORY     - Date     Condition        Report By
 DU1431  HISTORY     - UNK      MONUMENTED       NGS
 DU1431  HISTORY     - 1975     GOOD             AZDT
 DU1431
 DU1431                          STATION DESCRIPTION
 DU1431
 DU1431'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1431'7.2 MI SE FROM BUCKHORN.
 DU1431'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND CRISMON ROAD, EAST
 DU1431'ON THE CENTERLINE FOR ABOUT 1400 FT. AND TO THE STATION.  160 FT.
 DU1431'SOUTH OF THE FREEWAY CENTERLINE.  50 FT. WEST OF A DRAIN LINED WITH
 DU1431'NUMEROUS PALO VERDE TREES.  10 FT. EAST OF A TRACK ROAD. SUPERSTITION
 DU1431'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.1 FT.,
 DU1431'AND WITH AN ALUMINUM COLLAR ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1733 ***********************************************************************
 DU1733  DESIGNATION -  1400 3
 DU1733  PID         -  DU1733
 DU1733  STATE/COUNTY-  AZ/MARICOPA
 DU1733  USGS QUAD   -  TEMPE (1982)
 DU1733
 DU1733                         *CURRENT SURVEY CONTROL
 DU1733  ___________________________________________________________________
 DU1733* NAD 83(1986)-  33 25 09.     (N)    111 58 40.     (W)     SCALED    
 DU1733* NAVD 88     -       345.811  (meters)    1134.55   (feet)  ADJUSTED  
 DU1733  ___________________________________________________________________
 DU1733  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1733  DYNAMIC HT  -         345.414 (meters)    1133.25  (feet)  COMP
 DU1733  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DU1733
 DU1733  VERT ORDER  -  SECOND    CLASS I
 DU1733
 DU1733.The horizontal coordinates were scaled from a topographic map and have
 DU1733.an estimated accuracy of +/- 6 seconds.
 DU1733
 DU1733.The orthometric height was determined by differential leveling
 DU1733.and adjusted by the National Geodetic Survey in November 1993..
 DU1733
 DU1733.The geoid height was determined by GEOID03.
 DU1733
 DU1733.The dynamic height is computed by dividing the NAVD 88
 DU1733.geopotential number by the normal gravity value computed on the
 DU1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1733.degrees latitude (g = 980.6199 gals.).
 DU1733
 DU1733.The modeled gravity was interpolated from observed gravity values.
 DU1733
 DU1733;                    North         East    Units  Estimated Accuracy
 DU1733;SPC AZ C     -   268,240.      207,680.      MT  (+/- 180 meters Scaled)
 DU1733
 DU1733                          SUPERSEDED SURVEY CONTROL
 DU1733
 DU1733.No superseded survey control is available for this station.
 DU1733
 DU1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090981(NAD 83)
 DU1733_MARKER: DB = BENCH MARK DISK
 DU1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1733_SP_SET: CONCRETE POST
 DU1733_STAMPING: 1400-3
 DU1733_MARK LOGO: AZDT  
 DU1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1733+STABILITY: SURFACE MOTION
 DU1733
 DU1733  HISTORY     - Date     Condition        Report By
 DU1733  HISTORY     - UNK      MONUMENTED       AZDT
 DU1733  HISTORY     - 1982     GOOD             AZDT
 DU1733
 DU1733                          STATION DESCRIPTION
 DU1733
 DU1733'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1733'IN PHOENIX.
 DU1733'IN PHOENIX, FROM THE INTERSECTION OF PRIEST ROAD AND BROADWAY TRAVEL
 DU1733'WEST ALONG BROADWAY FOR 0.5 MI (0.80 KM) TO A FORK, THENCE BEAR RIGHT
 DU1733'FOR 0.25 MI (0.40 KM) TO AN OVERHEAD SIGN THAT READS (INTERSTATE 10
 DU1733'WEST-PHOENIX AND 48TH STREET), THENCE BEAR RIGHT FOR 0.65 MI (1.05 KM)
 DU1733'TO THE MARK ON THE RIGHT, 170 FT (51.8 METERS) EAST OF 48 STREET
 DU1733'(HOHOKAM FREEWAY) CENTERLINE, 3 FT (0.91 METERS) WEST OF RIGHT-OF-WAY
 DU1733'FENCE, 0.15 MI (0.24 KM) SOUTH ALONG 48TH STREET FROM THE INTERSECTION
 DU1733'OF UNIVERSITY DRIVE, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1676 ***********************************************************************
 DV1676  DESIGNATION -  1400 30
 DV1676  PID         -  DV1676
 DV1676  STATE/COUNTY-  AZ/MARICOPA
 DV1676  USGS QUAD   -  PHOENIX (1982)
 DV1676
 DV1676                         *CURRENT SURVEY CONTROL
 DV1676  ___________________________________________________________________
 DV1676* NAD 83(1986)-  33 25 46.     (N)    112 05 29.     (W)     SCALED    
 DV1676* NAVD 88     -       324.806  (meters)    1065.63   (feet)  ADJUSTED  
 DV1676  ___________________________________________________________________
 DV1676  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV1676  DYNAMIC HT  -         324.432 (meters)    1064.41  (feet)  COMP
 DV1676  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV1676
 DV1676  VERT ORDER  -  SECOND    CLASS I
 DV1676
 DV1676.The horizontal coordinates were scaled from a topographic map and have
 DV1676.an estimated accuracy of +/- 6 seconds.
 DV1676
 DV1676.The orthometric height was determined by differential leveling
 DV1676.and adjusted by the National Geodetic Survey in November 1993..
 DV1676
 DV1676.The geoid height was determined by GEOID03.
 DV1676
 DV1676.The dynamic height is computed by dividing the NAVD 88
 DV1676.geopotential number by the normal gravity value computed on the
 DV1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1676.degrees latitude (g = 980.6199 gals.).
 DV1676
 DV1676.The modeled gravity was interpolated from observed gravity values.
 DV1676
 DV1676;                    North         East    Units  Estimated Accuracy
 DV1676;SPC AZ C     -   269,390.      197,110.      MT  (+/- 180 meters Scaled)
 DV1676
 DV1676                          SUPERSEDED SURVEY CONTROL
 DV1676
 DV1676.No superseded survey control is available for this station.
 DV1676
 DV1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB985994(NAD 83)
 DV1676_MARKER: DB = BENCH MARK DISK
 DV1676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1676_SP_SET: CONCRETE LIGHT POLE BASE
 DV1676_STAMPING: 1400-30
 DV1676_MARK LOGO: AZDT  
 DV1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1676+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1676
 DV1676  HISTORY     - Date     Condition        Report By
 DV1676  HISTORY     - UNK      MONUMENTED       AZDT
 DV1676  HISTORY     - 1981     GOOD             AZDT
 DV1676  HISTORY     - 20060810 GOOD             GEOCAC
 DV1676
 DV1676                          STATION DESCRIPTION
 DV1676
 DV1676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1676'IN PHOENIX.
 DV1676'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1676'INTERSECTION OF 24TH STREET TO 7TH AVENUE, THENCE 1.0 MI (1.61 KM)
 DV1676'WEST ALONG ACCESS ROAD TO 15TH AVENUE, STATION LOCATED NORTHWEST OF
 DV1676'INTERSECTION OF 15TH AVENUE AND WESTBOUND ACCESS ROAD, 17.0 FT
 DV1676'(5.18 METERS) WEST OF SOUTHBOUND 15TH AVENUE CENTERLINE, 49 FT
 DV1676'(14.94 METERS) NORTH OF WESTBOUND ACCESS ROAD CENTERLINE.
 DV1676
 DV1676                          STATION RECOVERY (2006)
 DV1676
 DV1676'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1676'THE DESCRIPTION INDICATES THE MARK IS SET IN A LIGHT POLE BASE, BUT IT
 DV1676'IS IN FACT SET IN THE TOP OF THE WALL OF A WATER BOX/HEADGATE, AT
 DV1676'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1677 ***********************************************************************
 DV1677  DESIGNATION -  1400 31
 DV1677  PID         -  DV1677
 DV1677  STATE/COUNTY-  AZ/MARICOPA
 DV1677  USGS QUAD   -  PHOENIX (1982)
 DV1677
 DV1677                         *CURRENT SURVEY CONTROL
 DV1677  ___________________________________________________________________
 DV1677* NAD 83(1986)-  33 25 43.     (N)    112 06 00.     (W)     SCALED    
 DV1677* NAVD 88     -       323.971  (meters)    1062.89   (feet)  ADJUSTED  
 DV1677  ___________________________________________________________________
 DV1677  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1677  DYNAMIC HT  -         323.598 (meters)    1061.67  (feet)  COMP
 DV1677  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DV1677
 DV1677  VERT ORDER  -  SECOND    CLASS I
 DV1677
 DV1677.The horizontal coordinates were scaled from a topographic map and have
 DV1677.an estimated accuracy of +/- 6 seconds.
 DV1677
 DV1677.The orthometric height was determined by differential leveling
 DV1677.and adjusted by the National Geodetic Survey in November 1993..
 DV1677
 DV1677.The geoid height was determined by GEOID03.
 DV1677
 DV1677.The dynamic height is computed by dividing the NAVD 88
 DV1677.geopotential number by the normal gravity value computed on the
 DV1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1677.degrees latitude (g = 980.6199 gals.).
 DV1677
 DV1677.The modeled gravity was interpolated from observed gravity values.
 DV1677
 DV1677;                    North         East    Units  Estimated Accuracy
 DV1677;SPC AZ C     -   269,300.      196,310.      MT  (+/- 180 meters Scaled)
 DV1677
 DV1677                          SUPERSEDED SURVEY CONTROL
 DV1677
 DV1677.No superseded survey control is available for this station.
 DV1677
 DV1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB977993(NAD 83)
 DV1677_MARKER: DB = BENCH MARK DISK
 DV1677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1677_SP_SET: IRRIGATION BOX
 DV1677_STAMPING: 1400-31
 DV1677_MARK LOGO: AZDT  
 DV1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1677
 DV1677  HISTORY     - Date     Condition        Report By
 DV1677  HISTORY     - UNK      MONUMENTED       AZDT
 DV1677  HISTORY     - 1981     GOOD             AZDT
 DV1677
 DV1677                          STATION DESCRIPTION
 DV1677
 DV1677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1677'IN PHOENIX.
 DV1677'IN PHOENIX, 4 MI (6.44 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1677'INTERSECTION OF 24TH STREET TO 19TH AVENUE, STATION LOCATED SOUTHWEST
 DV1677'OF INTERSECTION OF 19TH AVENUE AND EASTBOUND ACCESS ROAD, 67.0 FT
 DV1677'(20.42 METERS) SOUTH OF EASTBOUND ACCESS ROAD CENTERLINE, 66.5 FT
 DV1677'(20.27 METERS) NORTH OF HILTON AVENUE, A STANDARD AZDT ALUMINUM CAP
 DV1677'EPOXIED IN TOP OF SALT RIVER PROJECT IRRIGATION BOX 2.2 FT
 DV1677'(0.67 METERS) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1678 ***********************************************************************
 DV1678  DESIGNATION -  1400 32
 DV1678  PID         -  DV1678
 DV1678  STATE/COUNTY-  AZ/MARICOPA
 DV1678  USGS QUAD   -  PHOENIX (1982)
 DV1678
 DV1678                         *CURRENT SURVEY CONTROL
 DV1678  ___________________________________________________________________
 DV1678* NAD 83(1986)-  33 26 12.     (N)    112 06 31.     (W)     SCALED    
 DV1678* NAVD 88     -       322.975  (meters)    1059.63   (feet)  ADJUSTED  
 DV1678  ___________________________________________________________________
 DV1678  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1678  DYNAMIC HT  -         322.603 (meters)    1058.41  (feet)  COMP
 DV1678  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1678
 DV1678  VERT ORDER  -  SECOND    CLASS I
 DV1678
 DV1678.The horizontal coordinates were scaled from a topographic map and have
 DV1678.an estimated accuracy of +/- 6 seconds.
 DV1678
 DV1678.The orthometric height was determined by differential leveling
 DV1678.and adjusted by the National Geodetic Survey in November 1993..
 DV1678
 DV1678.The geoid height was determined by GEOID03.
 DV1678
 DV1678.The dynamic height is computed by dividing the NAVD 88
 DV1678.geopotential number by the normal gravity value computed on the
 DV1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1678.degrees latitude (g = 980.6199 gals.).
 DV1678
 DV1678.The modeled gravity was interpolated from observed gravity values.
 DV1678
 DV1678;                    North         East    Units  Estimated Accuracy
 DV1678;SPC AZ C     -   270,190.      195,510.      MT  (+/- 180 meters Scaled)
 DV1678
 DV1678                          SUPERSEDED SURVEY CONTROL
 DV1678
 DV1678.No superseded survey control is available for this station.
 DV1678
 DV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969002(NAD 83)
 DV1678_MARKER: DB = BENCH MARK DISK
 DV1678_SETTING: 0 = UNSPECIFIED SETTING
 DV1678_SP_SET: CONCRETE HANDHOLE
 DV1678_STAMPING: 1400-32
 DV1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1678
 DV1678  HISTORY     - Date     Condition        Report By
 DV1678  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1678  HISTORY     - 1981     GOOD             AZDT
 DV1678
 DV1678                          STATION DESCRIPTION
 DV1678
 DV1678'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1678'IN PHOENIX.
 DV1678'IN PHOENIX, 1.1 MI (1.77 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1678'INTERSECTION OF 19TH AVENUE TO GRANT STREET, THENCE WEST TO 23RD
 DV1678'AVENUE, THENCE SOUTH ALONG 23RD AVENUE TO STATION LOCATED IN CENTER OF
 DV1678'INTERSECTION OF BUCKEYE ROAD AND 23RD AVENUE, 20 FT (6.10 METERS)
 DV1678'NORTH OF EASTBOUND 23RD AVENUE, 19 FT (5.90 METERS) SOUTH OF WESTBOUND
 DV1678'23RD AVENUE, A CITY OF PHOENIX BRASS CAP SET IN HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1680 ***********************************************************************
 DV1680  DESIGNATION -  1400 33
 DV1680  PID         -  DV1680
 DV1680  STATE/COUNTY-  AZ/MARICOPA
 DV1680  USGS QUAD   -  PHOENIX (1982)
 DV1680
 DV1680                         *CURRENT SURVEY CONTROL
 DV1680  ___________________________________________________________________
 DV1680* NAD 83(1986)-  33 27 04.     (N)    112 06 32.     (W)     SCALED    
 DV1680* NAVD 88     -       326.995  (meters)    1072.82   (feet)  ADJUSTED  
 DV1680  ___________________________________________________________________
 DV1680  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1680  DYNAMIC HT  -         326.616 (meters)    1071.57  (feet)  COMP
 DV1680  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1680
 DV1680  VERT ORDER  -  SECOND    CLASS I
 DV1680
 DV1680.The horizontal coordinates were scaled from a topographic map and have
 DV1680.an estimated accuracy of +/- 6 seconds.
 DV1680
 DV1680.The orthometric height was determined by differential leveling
 DV1680.and adjusted by the National Geodetic Survey in November 1993..
 DV1680
 DV1680.The geoid height was determined by GEOID03.
 DV1680
 DV1680.The dynamic height is computed by dividing the NAVD 88
 DV1680.geopotential number by the normal gravity value computed on the
 DV1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1680.degrees latitude (g = 980.6199 gals.).
 DV1680
 DV1680.The modeled gravity was interpolated from observed gravity values.
 DV1680
 DV1680;                    North         East    Units  Estimated Accuracy
 DV1680;SPC AZ C     -   271,800.      195,490.      MT  (+/- 180 meters Scaled)
 DV1680
 DV1680                          SUPERSEDED SURVEY CONTROL
 DV1680
 DV1680.No superseded survey control is available for this station.
 DV1680
 DV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969018(NAD 83)
 DV1680_MARKER: DB = BENCH MARK DISK
 DV1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1680_SP_SET: CONCRETE POST
 DV1680_STAMPING: 1400-33
 DV1680_MARK LOGO: AZDT  
 DV1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1680+STABILITY: SURFACE MOTION
 DV1680
 DV1680  HISTORY     - Date     Condition        Report By
 DV1680  HISTORY     - UNK      MONUMENTED       AZDT
 DV1680  HISTORY     - 1981     GOOD             AZDT
 DV1680
 DV1680                          STATION DESCRIPTION
 DV1680
 DV1680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1680'IN PHOENIX.
 DV1680'IN PHOENIX, 2 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1680'INTERSECTION OF 19TH AVENUE TO ADAMS STREET, THENCE NORTH ALONG ACCESS
 DV1680'ROAD FOR 0.2 MI (0.23 KM) TO STATION LOCATED 317 NORTH BLACK CANYON
 DV1680'ACROSS FROM BMS AUTO REPAIR, 7.0 FT (2.13 METERS) EAST OF FREEWAY
 DV1680'FENCE, AND 25.0 FT (7.62 METERS) WEST OF ACCESS ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1683 ***********************************************************************
 DV1683  DESIGNATION -  1400 34
 DV1683  PID         -  DV1683
 DV1683  STATE/COUNTY-  AZ/MARICOPA
 DV1683  USGS QUAD   -  PHOENIX (1982)
 DV1683
 DV1683                         *CURRENT SURVEY CONTROL
 DV1683  ___________________________________________________________________
 DV1683* NAD 83(1986)-  33 27 56.     (N)    112 06 03.     (W)     SCALED    
 DV1683* NAVD 88     -       330.670  (meters)    1084.87   (feet)  ADJUSTED  
 DV1683  ___________________________________________________________________
 DV1683  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV1683  DYNAMIC HT  -         330.286 (meters)    1083.61  (feet)  COMP
 DV1683  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1683
 DV1683  VERT ORDER  -  SECOND    CLASS I
 DV1683
 DV1683.The horizontal coordinates were scaled from a topographic map and have
 DV1683.an estimated accuracy of +/- 6 seconds.
 DV1683
 DV1683.The orthometric height was determined by differential leveling
 DV1683.and adjusted by the National Geodetic Survey in November 1993..
 DV1683
 DV1683.The geoid height was determined by GEOID03.
 DV1683
 DV1683.The dynamic height is computed by dividing the NAVD 88
 DV1683.geopotential number by the normal gravity value computed on the
 DV1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1683.degrees latitude (g = 980.6199 gals.).
 DV1683
 DV1683.The modeled gravity was interpolated from observed gravity values.
 DV1683
 DV1683;                    North         East    Units  Estimated Accuracy
 DV1683;SPC AZ C     -   273,400.      196,240.      MT  (+/- 180 meters Scaled)
 DV1683
 DV1683                          SUPERSEDED SURVEY CONTROL
 DV1683
 DV1683.No superseded survey control is available for this station.
 DV1683
 DV1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977034(NAD 83)
 DV1683_MARKER: DB = BENCH MARK DISK
 DV1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1683_SP_SET: CONCRETE BASE
 DV1683_STAMPING: 1400-34 1979
 DV1683_MARK LOGO: AZDT  
 DV1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1683
 DV1683  HISTORY     - Date     Condition        Report By
 DV1683  HISTORY     - 1979     MONUMENTED       AZDT
 DV1683  HISTORY     - 1981     GOOD             AZDT
 DV1683
 DV1683                          STATION DESCRIPTION
 DV1683
 DV1683'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1683'IN PHOENIX.
 DV1683'IN PHOENIX, FROM THE INTERSECTION OF 19TH AVENUE AND INTERSTATE 17
 DV1683'TRAVEL NORTH ALONG THE FREEWAY FOR 3.14 (5.06 KM) TO MCDOWELL ROAD,
 DV1683'THENCE EAST ALONG MCDOWELL ROAD FOR 0.5 MI (0.81 KM) TO THE SANTA FE
 DV1683'RAILROAD AND THE MARK ON THE RIGHT, 41.0 FT (12.50 METERS) SOUTH OF
 DV1683'CENTERLINE OF MCDOWELL ROAD, 11.0 FT (3.35 METERS) EAST OF RAILROAD
 DV1683'TRACK, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON THE SOUTHWEST CORNER
 DV1683'OF A 3.2- BY 2.5 FOOT CONCRETE BASE FOR
 DV1683'RAILROAD SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1745 ***********************************************************************
 DU1745  DESIGNATION -  1400 4
 DU1745  PID         -  DU1745
 DU1745  STATE/COUNTY-  AZ/MARICOPA
 DU1745  USGS QUAD   -  TEMPE (1982)
 DU1745
 DU1745                         *CURRENT SURVEY CONTROL
 DU1745  ___________________________________________________________________
 DU1745* NAD 83(1986)-  33 24 00.     (N)    111 57 40.     (W)     SCALED    
 DU1745* NAVD 88     -       352.962  (meters)    1158.01   (feet)  ADJUSTED  
 DU1745  ___________________________________________________________________
 DU1745  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1745  DYNAMIC HT  -         352.556 (meters)    1156.68  (feet)  COMP
 DU1745  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DU1745
 DU1745  VERT ORDER  -  SECOND    CLASS I
 DU1745
 DU1745.The horizontal coordinates were scaled from a topographic map and have
 DU1745.an estimated accuracy of +/- 6 seconds.
 DU1745
 DU1745.The orthometric height was determined by differential leveling
 DU1745.and adjusted by the National Geodetic Survey in November 1993..
 DU1745
 DU1745.The geoid height was determined by GEOID03.
 DU1745
 DU1745.The dynamic height is computed by dividing the NAVD 88
 DU1745.geopotential number by the normal gravity value computed on the
 DU1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1745.degrees latitude (g = 980.6199 gals.).
 DU1745
 DU1745.The modeled gravity was interpolated from observed gravity values.
 DU1745
 DU1745;                    North         East    Units  Estimated Accuracy
 DU1745;SPC AZ C     -   266,110.      209,230.      MT  (+/- 180 meters Scaled)
 DU1745
 DU1745                          SUPERSEDED SURVEY CONTROL
 DU1745
 DU1745.No superseded survey control is available for this station.
 DU1745
 DU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106960(NAD 83)
 DU1745_MARKER: DB = BENCH MARK DISK
 DU1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1745_SP_SET: CONCRETE SLAB
 DU1745_STAMPING: BM 1400-4 1978
 DU1745_MARK LOGO: AZDT  
 DU1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1745
 DU1745  HISTORY     - Date     Condition        Report By
 DU1745  HISTORY     - 1978     MONUMENTED       AZDT
 DU1745  HISTORY     - 1983     GOOD             AZDT
 DU1745
 DU1745                          STATION DESCRIPTION
 DU1745
 DU1745'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DU1745'IN TEMPE.
 DU1745'IN TEMPE, SET IN A CONCRETE SLAB ON THE SOUTHEAST CORNER OF PRIEST AND
 DU1745'ALAMEDA ROADS, 66 FEET (20.12 METERS) EAST OF THE CENTERLINE OF PRIEST
 DU1745'ROAD, 46 FEET (14.02METERS) SOUTH OF THE CENTERLINE OF ALAMEDA ROAD,
 DU1745'AND SET ON A 6-BY 8.5-FOOT CONCRETE SLAB WITH A MAN HOLE IN THE
 DU1745'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1448 ***********************************************************************
 DU1448  DESIGNATION -  1400 5
 DU1448  PID         -  DU1448
 DU1448  STATE/COUNTY-  AZ/PINAL
 DU1448  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1448
 DU1448                         *CURRENT SURVEY CONTROL
 DU1448  ___________________________________________________________________
 DU1448* NAD 83(1986)-  33 23 12.     (N)    111 34 38.     (W)     SCALED    
 DU1448* NAVD 88     -       480.85   (+/-2cm)    1577.6    (feet)  VERTCON   
 DU1448  ___________________________________________________________________
 DU1448  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1448
 DU1448  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1448
 DU1448.The horizontal coordinates were scaled from a topographic map and have
 DU1448.an estimated accuracy of +/- 6 seconds.
 DU1448
 DU1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1448.The vertical order pertains to the NGVD 29 superseded value.
 DU1448
 DU1448.The geoid height was determined by GEOID03.
 DU1448
 DU1448;                    North         East    Units  Estimated Accuracy
 DU1448;SPC AZ C     -   264,680.      244,940.      MT  (+/- 180 meters Scaled)
 DU1448
 DU1448                          SUPERSEDED SURVEY CONTROL
 DU1448
 DU1448  NGVD 29 (??/??/92)  480.308  (m)         1575.81   (f) ADJ UNCH    1 1
 DU1448
 DU1448.Superseded values are not recommended for survey control.
 DU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1448.See file dsdata.txt to determine how the superseded data were derived.
 DU1448
 DU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463943(NAD 83)
 DU1448_MARKER: Z = SEE DESCRIPTION
 DU1448_SETTING: 0 = UNSPECIFIED SETTING
 DU1448_STAMPING: 1400-5
 DU1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1448
 DU1448  HISTORY     - Date     Condition        Report By
 DU1448  HISTORY     - UNK      MONUMENTED       NGS
 DU1448  HISTORY     - 1975     GOOD             AZDT
 DU1448  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1448
 DU1448                          STATION DESCRIPTION
 DU1448
 DU1448'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1448'6.65 MI SW FROM PALM SPRINGS.
 DU1448'FROM THE INTERSECTION OF MERIDION ROAD AND THE SUPERSTITION FREEWAY
 DU1448'CENTERLINE, SOUTH ABOUT 150 FT. TO A CORNER POST OF A FENCE AND A
 DU1448'FENCE LEADING EAST, THENCE EAST ALONG THE FENCE ABOUT 935 FT. AND TO
 DU1448'THE STATION.  1.3 FT. SOUTH OF A 12 IN. BY 6 IN. FENCE POST AND EAST
 DU1448'WEST FENCE LINE.  OPPOSITE AND SOUTH OF A NORTH RUNNING FENCE THROUGH
 DU1448'THE GRASS FARM.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  A
 DU1448'REBAR, UP 0.05 FT. WITH AN ALUMINUM COLLAR ATTACHED.
 DU1448
 DU1448                          STATION RECOVERY (1999)
 DU1448
 DU1448'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1717 ***********************************************************************
 DU1717  DESIGNATION -  1400 5
 DU1717  PID         -  DU1717
 DU1717  STATE/COUNTY-  AZ/MARICOPA
 DU1717  USGS QUAD   -  TEMPE (1982)
 DU1717
 DU1717                         *CURRENT SURVEY CONTROL
 DU1717  ___________________________________________________________________
 DU1717* NAD 83(1986)-  33 23 34.     (N)    111 58 07.     (W)     SCALED    
 DU1717* NAVD 88     -       355.926  (meters)    1167.73   (feet)  ADJUSTED  
 DU1717  ___________________________________________________________________
 DU1717  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1717  DYNAMIC HT  -         355.516 (meters)    1166.39  (feet)  COMP
 DU1717  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DU1717
 DU1717  VERT ORDER  -  SECOND    CLASS I
 DU1717
 DU1717.The horizontal coordinates were scaled from a topographic map and have
 DU1717.an estimated accuracy of +/- 6 seconds.
 DU1717
 DU1717.The orthometric height was determined by differential leveling
 DU1717.and adjusted by the National Geodetic Survey in November 1993..
 DU1717
 DU1717.The geoid height was determined by GEOID03.
 DU1717
 DU1717.The dynamic height is computed by dividing the NAVD 88
 DU1717.geopotential number by the normal gravity value computed on the
 DU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1717.degrees latitude (g = 980.6199 gals.).
 DU1717
 DU1717.The modeled gravity was interpolated from observed gravity values.
 DU1717
 DU1717;                    North         East    Units  Estimated Accuracy
 DU1717;SPC AZ C     -   265,310.      208,530.      MT  (+/- 180 meters Scaled)
 DU1717
 DU1717                          SUPERSEDED SURVEY CONTROL
 DU1717
 DU1717.No superseded survey control is available for this station.
 DU1717
 DU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099952(NAD 83)
 DU1717_MARKER: DB = BENCH MARK DISK
 DU1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1717_SP_SET: CONCRETE POST
 DU1717_STAMPING: 1400-5 1978
 DU1717_MARK LOGO: AZDT  
 DU1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1717+STABILITY: SURFACE MOTION
 DU1717
 DU1717  HISTORY     - Date     Condition        Report By
 DU1717  HISTORY     - 1978     MONUMENTED       AZDT
 DU1717  HISTORY     - 1981     GOOD             AZDT
 DU1717  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 DU1717
 DU1717                          STATION DESCRIPTION
 DU1717
 DU1717'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1717'IN TEMPE.
 DU1717'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1717'TRAVEL NORTH ALONG INTERSTATE 10 FOR 1.0 MI (1.61 KM) TO THE SOUTHERN
 DU1717'AVENUE UNDERPASS AND THE MARK ON THE RIGHT, 31 FT (9.44 METERS)
 DU1717'SOUTHEAST OF THE SOUTHEAST CORER OF THE OVERPASS, 94 FT (28.65 METERS)
 DU1717'SOUTH OF CENTER OF SOUTHERN AVENUE, A STANDARD AZDT ALUMINUM CAP IN A
 DU1717'CONCRETE POST 0.3 FT (0.984 METERS) ABOVE GROUND.
 DU1717
 DU1717                          STATION RECOVERY (2006)
 DU1717
 DU1717'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1717'A THOROUGH SEARCH REVEALED NO SIGN OF THE MARK. FOUR CEMENT-FILLED
 DU1717'STEEL PIPES/COLUMNS WERE FOUND AT THE DESCRIBED LOCATION, BUT NO AZDT
 DU1717'CAPS WERE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1718 ***********************************************************************
 DU1718  DESIGNATION -  1400 5 A
 DU1718  PID         -  DU1718
 DU1718  STATE/COUNTY-  AZ/MARICOPA
 DU1718  USGS QUAD   -  TEMPE (1982)
 DU1718
 DU1718                         *CURRENT SURVEY CONTROL
 DU1718  ___________________________________________________________________
 DU1718* NAD 83(1986)-  33 23 34.     (N)    111 58 06.     (W)     SCALED    
 DU1718* NAVD 88     -       355.211  (meters)    1165.39   (feet)  ADJUSTED  
 DU1718  ___________________________________________________________________
 DU1718  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1718  DYNAMIC HT  -         354.802 (meters)    1164.05  (feet)  COMP
 DU1718  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DU1718
 DU1718  VERT ORDER  -  SECOND    CLASS I
 DU1718
 DU1718.The horizontal coordinates were scaled from a topographic map and have
 DU1718.an estimated accuracy of +/- 6 seconds.
 DU1718
 DU1718.The orthometric height was determined by differential leveling
 DU1718.and adjusted by the National Geodetic Survey in November 1993..
 DU1718
 DU1718.The geoid height was determined by GEOID03.
 DU1718
 DU1718.The dynamic height is computed by dividing the NAVD 88
 DU1718.geopotential number by the normal gravity value computed on the
 DU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1718.degrees latitude (g = 980.6199 gals.).
 DU1718
 DU1718.The modeled gravity was interpolated from observed gravity values.
 DU1718
 DU1718;                    North         East    Units  Estimated Accuracy
 DU1718;SPC AZ C     -   265,310.      208,550.      MT  (+/- 180 meters Scaled)
 DU1718
 DU1718                          SUPERSEDED SURVEY CONTROL
 DU1718
 DU1718.No superseded survey control is available for this station.
 DU1718
 DU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099952(NAD 83)
 DU1718_MARKER: DB = BENCH MARK DISK
 DU1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1718_SP_SET: CONCRETE POST
 DU1718_STAMPING: 1400-5A
 DU1718_MARK LOGO: AZDT  
 DU1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1718+STABILITY: SURFACE MOTION
 DU1718
 DU1718  HISTORY     - Date     Condition        Report By
 DU1718  HISTORY     - UNK      MONUMENTED       AZDT
 DU1718  HISTORY     - 1981     GOOD             AZDT
 DU1718  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 DU1718
 DU1718                          STATION DESCRIPTION
 DU1718
 DU1718'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1718'IN TEMPE.
 DU1718'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1718'TRAVEL NORTH ALONG INTERSTATE 10 FOR 1.0 MI (1.61 KM) TO SOUTHERN
 DU1718'AVENUE UNDERPASS AND THE MARK ON THE RIGHT, 100 FT (30.48 METERS)
 DU1718'SOUTH OF SOUTHERN AVENUE, 8.2 FT (2.50 METERS) NORTHEAST OF AZDT RIGHT
 DU1718'OF WAY MONUMENT IN FENCE CORNER, 39.5 (12.04 METERS) SOUTHEAST OF BM
 DU1718'AGS 1400 5 AZDT, A STANDARD AZDT ALUMINUM CAP IN CONCRETE POST.
 DU1718
 DU1718                          STATION RECOVERY (2006)
 DU1718
 DU1718'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1718'A THOROUGH SEARCH REVEALED NO SIGN OF THE MARK. FOUR CEMENT-FILLED
 DU1718'STEEL PIPES/COLUMNS WERE FOUND AT THE DESCRIBED LOCATION, BUT NO AZDT
 DU1718'CAPS WERE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1550 ***********************************************************************
 CZ1550  DESIGNATION -  1400 50
 CZ1550  PID         -  CZ1550
 CZ1550  STATE/COUNTY-  AZ/PINAL
 CZ1550  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1550
 CZ1550                         *CURRENT SURVEY CONTROL
 CZ1550  ___________________________________________________________________
 CZ1550* NAD 83(1986)-  32 50 07.     (N)    111 43 03.     (W)     SCALED    
 CZ1550* NAVD 88     -       444.69   (+/-2cm)    1459.0    (feet)  VERTCON   
 CZ1550  ___________________________________________________________________
 CZ1550  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1550
 CZ1550  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1550
 CZ1550.The horizontal coordinates were scaled from a topographic map and have
 CZ1550.an estimated accuracy of +/- 6 seconds.
 CZ1550
 CZ1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1550.The vertical order pertains to the NGVD 29 superseded value.
 CZ1550
 CZ1550.The geoid height was determined by GEOID03.
 CZ1550
 CZ1550;                    North         East    Units  Estimated Accuracy
 CZ1550;SPC AZ C     -   203,500.      232,010.      MT  (+/- 180 meters Scaled)
 CZ1550
 CZ1550                          SUPERSEDED SURVEY CONTROL
 CZ1550
 CZ1550  NGVD 29 (??/??/92)  444.146  (m)         1457.17   (f) ADJ UNCH    1 2
 CZ1550
 CZ1550.Superseded values are not recommended for survey control.
 CZ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1550.See file dsdata.txt to determine how the superseded data were derived.
 CZ1550
 CZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB328332(NAD 83)
 CZ1550_MARKER: DD = SURVEY DISK
 CZ1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1550_SP_SET: SIGN BASE
 CZ1550_STAMPING: P M BM 1400-50
 CZ1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1550
 CZ1550  HISTORY     - Date     Condition        Report By
 CZ1550  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1550  HISTORY     - 1975     GOOD             AZDT
 CZ1550
 CZ1550                          STATION DESCRIPTION
 CZ1550
 CZ1550'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1550'4.5 MI SE FROM CASA GRANDE.
 CZ1550'FROM MILEPOST 176, I-8, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1550'THE STATION ON THE LEFT.  ON THE SOUTH EDGE OF THE NORTH BASE OF I-8
 CZ1550'SIGN FOR EXITS 178 A AND 178 B PHOENIX AND TUCSON SIGNS.  35 FT. NORTH
 CZ1550'OF THE SOUTH R/W FENCE.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1550'BRASS CAP CEMENTED TO THE BASE OF ONE OF THE INT. SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1552 ***********************************************************************
 CZ1552  DESIGNATION -  1400 51
 CZ1552  PID         -  CZ1552
 CZ1552  STATE/COUNTY-  AZ/PINAL
 CZ1552  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1552
 CZ1552                         *CURRENT SURVEY CONTROL
 CZ1552  ___________________________________________________________________
 CZ1552* NAD 83(1986)-  32 49 54.     (N)    111 42 26.     (W)     SCALED    
 CZ1552* NAVD 88     -       447.15   (+/-2cm)    1467.0    (feet)  VERTCON   
 CZ1552  ___________________________________________________________________
 CZ1552  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1552
 CZ1552  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1552
 CZ1552.The horizontal coordinates were scaled from a topographic map and have
 CZ1552.an estimated accuracy of +/- 6 seconds.
 CZ1552
 CZ1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1552.The vertical order pertains to the NGVD 29 superseded value.
 CZ1552
 CZ1552.The geoid height was determined by GEOID03.
 CZ1552
 CZ1552;                    North         East    Units  Estimated Accuracy
 CZ1552;SPC AZ C     -   203,100.      232,970.      MT  (+/- 180 meters Scaled)
 CZ1552
 CZ1552                          SUPERSEDED SURVEY CONTROL
 CZ1552
 CZ1552  NGVD 29 (??/??/92)  446.606  (m)         1465.24   (f) ADJ UNCH    1 2
 CZ1552
 CZ1552.Superseded values are not recommended for survey control.
 CZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1552.See file dsdata.txt to determine how the superseded data were derived.
 CZ1552
 CZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB338328(NAD 83)
 CZ1552_MARKER: DD = SURVEY DISK
 CZ1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1552_SP_SET: CULVERT
 CZ1552_STAMPING: P M BM 1400-51
 CZ1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1552
 CZ1552  HISTORY     - Date     Condition        Report By
 CZ1552  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1552  HISTORY     - 1975     GOOD             AZDT
 CZ1552
 CZ1552                          STATION DESCRIPTION
 CZ1552
 CZ1552'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1552'4.95 MI SE FROM CASA GRANDE.
 CZ1552'FROM MILEPOST 176, I-8, EAST ON THE INTERSTATE FOR 0.65 MILES, ENTER
 CZ1552'THE ACCESS ROAD FOR THE REST AREA ON THE SOUTH, AND TO THE STATION ON
 CZ1552'THE RIGHT.  ABOUT 15 FT. SOUTH OF THE SOUTH EDGE OF THE RAMP TO THE
 CZ1552'REST AREA.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 22 FT.
 CZ1552'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1553 ***********************************************************************
 CZ1553  DESIGNATION -  1400 52
 CZ1553  PID         -  CZ1553
 CZ1553  STATE/COUNTY-  AZ/PINAL
 CZ1553  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1553
 CZ1553                         *CURRENT SURVEY CONTROL
 CZ1553  ___________________________________________________________________
 CZ1553* NAD 83(1986)-  32 49 44.     (N)    111 42 10.     (W)     SCALED    
 CZ1553* NAVD 88     -       448.49   (+/-2cm)    1471.4    (feet)  VERTCON   
 CZ1553  ___________________________________________________________________
 CZ1553  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1553
 CZ1553  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1553
 CZ1553.The horizontal coordinates were scaled from a topographic map and have
 CZ1553.an estimated accuracy of +/- 6 seconds.
 CZ1553
 CZ1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1553.The vertical order pertains to the NGVD 29 superseded value.
 CZ1553
 CZ1553.The geoid height was determined by GEOID03.
 CZ1553
 CZ1553;                    North         East    Units  Estimated Accuracy
 CZ1553;SPC AZ C     -   202,800.      233,390.      MT  (+/- 180 meters Scaled)
 CZ1553
 CZ1553                          SUPERSEDED SURVEY CONTROL
 CZ1553
 CZ1553  NGVD 29 (??/??/92)  447.950  (m)         1469.65   (f) ADJ UNCH    1 2
 CZ1553
 CZ1553.Superseded values are not recommended for survey control.
 CZ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1553.See file dsdata.txt to determine how the superseded data were derived.
 CZ1553
 CZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB342325(NAD 83)
 CZ1553_MARKER: DD = SURVEY DISK
 CZ1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1553_SP_SET: CONCRETE
 CZ1553_STAMPING: P M BM 1400-52
 CZ1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1553
 CZ1553  HISTORY     - Date     Condition        Report By
 CZ1553  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1553  HISTORY     - 1975     GOOD             AZDT
 CZ1553
 CZ1553                          STATION DESCRIPTION
 CZ1553
 CZ1553'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1553'5.15 MI SE FROM CASA GRANDE.
 CZ1553'FROM MILEPOST 177, I-8, WEST FOR 0.05 MILES AND TO THE STATION ON THE
 CZ1553'LEFT.  ON THE EAST END OF THE DIVIDER BETWEEN THE EAST BOUND LANE AND
 CZ1553'THE RAMP FOR THE REST AREA.  AN AHD BRASS CAP SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1554 ***********************************************************************
 CZ1554  DESIGNATION -  1400 53
 CZ1554  PID         -  CZ1554
 CZ1554  STATE/COUNTY-  AZ/PINAL
 CZ1554  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1554
 CZ1554                         *CURRENT SURVEY CONTROL
 CZ1554  ___________________________________________________________________
 CZ1554* NAD 83(1986)-  32 49 40.     (N)    111 42 03.     (W)     SCALED    
 CZ1554* NAVD 88     -       448.53   (+/-2cm)    1471.6    (feet)  VERTCON   
 CZ1554  ___________________________________________________________________
 CZ1554  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1554
 CZ1554  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1554
 CZ1554.The horizontal coordinates were scaled from a topographic map and have
 CZ1554.an estimated accuracy of +/- 6 seconds.
 CZ1554
 CZ1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1554.The vertical order pertains to the NGVD 29 superseded value.
 CZ1554
 CZ1554.The geoid height was determined by GEOID03.
 CZ1554
 CZ1554;                    North         East    Units  Estimated Accuracy
 CZ1554;SPC AZ C     -   202,670.      233,570.      MT  (+/- 180 meters Scaled)
 CZ1554
 CZ1554                          SUPERSEDED SURVEY CONTROL
 CZ1554
 CZ1554  NGVD 29 (??/??/92)  447.988  (m)         1469.77   (f) ADJ UNCH    1 2
 CZ1554
 CZ1554.Superseded values are not recommended for survey control.
 CZ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1554.See file dsdata.txt to determine how the superseded data were derived.
 CZ1554
 CZ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB344324(NAD 83)
 CZ1554_MARKER: DD = SURVEY DISK
 CZ1554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1554_SP_SET: CULVERT
 CZ1554_STAMPING: P M BM 1400-53
 CZ1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1554
 CZ1554  HISTORY     - Date     Condition        Report By
 CZ1554  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1554  HISTORY     - 1975     GOOD             AZDT
 CZ1554
 CZ1554                          STATION DESCRIPTION
 CZ1554
 CZ1554'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1554'5.25 MI SE FROM CASA GRANDE.
 CZ1554'FROM MILEPOST 177, I-8, EAST FOR 0.05 MILES AND TO THE STATION ON THE
 CZ1554'RIGHT.  50 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1554'SET ON THE TOP AND CENTER OF A 32 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1557 ***********************************************************************
 CZ1557  DESIGNATION -  1400 54
 CZ1557  PID         -  CZ1557
 CZ1557  STATE/COUNTY-  AZ/PINAL
 CZ1557  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1557
 CZ1557                         *CURRENT SURVEY CONTROL
 CZ1557  ___________________________________________________________________
 CZ1557* NAD 83(1986)-  32 49 04.     (N)    111 41 05.     (W)     SCALED    
 CZ1557* NAVD 88     -       449.00   (+/-2cm)    1473.1    (feet)  VERTCON   
 CZ1557  ___________________________________________________________________
 CZ1557  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1557
 CZ1557  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1557
 CZ1557.The horizontal coordinates were scaled from a topographic map and have
 CZ1557.an estimated accuracy of +/- 6 seconds.
 CZ1557
 CZ1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1557.The vertical order pertains to the NGVD 29 superseded value.
 CZ1557
 CZ1557.The geoid height was determined by GEOID03.
 CZ1557
 CZ1557;                    North         East    Units  Estimated Accuracy
 CZ1557;SPC AZ C     -   201,570.      235,080.      MT  (+/- 180 meters Scaled)
 CZ1557
 CZ1557                          SUPERSEDED SURVEY CONTROL
 CZ1557
 CZ1557  NGVD 29 (??/??/92)  448.446  (m)         1471.28   (f) ADJ UNCH    1 2
 CZ1557
 CZ1557.Superseded values are not recommended for survey control.
 CZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1557.See file dsdata.txt to determine how the superseded data were derived.
 CZ1557
 CZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359312(NAD 83)
 CZ1557_MARKER: DD = SURVEY DISK
 CZ1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1557_SP_SET: CULVERT
 CZ1557_STAMPING: P M BM 1400-54
 CZ1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1557
 CZ1557  HISTORY     - Date     Condition        Report By
 CZ1557  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1557  HISTORY     - 1975     GOOD             AZDT
 CZ1557  HISTORY     - 1975     GOOD             AZDT
 CZ1557
 CZ1557                          STATION DESCRIPTION
 CZ1557
 CZ1557'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1557'6.55 MI SE FROM CASA BLANCA.
 CZ1557'FROM MILEPOST 178, I-8, EAST FOR 0.2 MILES AND TO THE STATION ON THE
 CZ1557'RIGHT.  25 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1557'SET ON A 120 FT. CULVERT HEADWALL.
 CZ1557
 CZ1557                          STATION RECOVERY (1975)
 CZ1557
 CZ1557'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1557'FROM MILEPOST 178, I-8, EAST FOR 0.2 MILES AND TO THE STATION ON THE
 CZ1557'RIGHT.  25 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1557'SET ON A 120 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1561 ***********************************************************************
 CZ1561  DESIGNATION -  1400 55
 CZ1561  PID         -  CZ1561
 CZ1561  STATE/COUNTY-  AZ/PINAL
 CZ1561  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1561
 CZ1561                         *CURRENT SURVEY CONTROL
 CZ1561  ___________________________________________________________________
 CZ1561* NAD 83(1986)-  32 48 56.     (N)    111 40 50.     (W)     SCALED    
 CZ1561* NAVD 88     -       450.35   (+/-2cm)    1477.5    (feet)  VERTCON   
 CZ1561  ___________________________________________________________________
 CZ1561  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1561
 CZ1561  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1561
 CZ1561.The horizontal coordinates were scaled from a topographic map and have
 CZ1561.an estimated accuracy of +/- 6 seconds.
 CZ1561
 CZ1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1561.The vertical order pertains to the NGVD 29 superseded value.
 CZ1561
 CZ1561.The geoid height was determined by GEOID03.
 CZ1561
 CZ1561;                    North         East    Units  Estimated Accuracy
 CZ1561;SPC AZ C     -   201,320.      235,470.      MT  (+/- 180 meters Scaled)
 CZ1561
 CZ1561                          SUPERSEDED SURVEY CONTROL
 CZ1561
 CZ1561  NGVD 29 (??/??/92)  449.795  (m)         1475.70   (f) ADJ UNCH    1 2
 CZ1561
 CZ1561.Superseded values are not recommended for survey control.
 CZ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1561.See file dsdata.txt to determine how the superseded data were derived.
 CZ1561
 CZ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362310(NAD 83)
 CZ1561_MARKER: DD = SURVEY DISK
 CZ1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1561_SP_SET: DIVIDER
 CZ1561_STAMPING: P M BM 1400-55
 CZ1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1561
 CZ1561  HISTORY     - Date     Condition        Report By
 CZ1561  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1561  HISTORY     - 1975     GOOD             AZDT
 CZ1561  HISTORY     - 1975     GOOD             AZDT
 CZ1561
 CZ1561                          STATION DESCRIPTION
 CZ1561
 CZ1561'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1561'6.95 MI SE FROM CASA GRANDE.
 CZ1561'FROM MILEPOST 178, I-8, EAST FOR 0.5 MILES AND TO THE STATION ON THE
 CZ1561'LEFT.  EAST END OF A CONCRETE DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1561'EAST END OF THE DIVIDER SEPARATING THE EAST BOUND LANES OF I-10 AND
 CZ1561'I-8.
 CZ1561
 CZ1561                          STATION RECOVERY (1975)
 CZ1561
 CZ1561'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1561'FROM MILEPOST 178, I-8, EAST FOR 0.5 MILES AND TO THE STATION ON THE
 CZ1561'LEFT.  EAST END OF A CONCRETE DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1561'EAST END OF THE DIVIDER SEPARATING THE EAST BOUND LANES OF I-10 AND
 CZ1561'I-8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1564 ***********************************************************************
 CZ1564  DESIGNATION -  1400 56
 CZ1564  PID         -  CZ1564
 CZ1564  STATE/COUNTY-  AZ/PINAL
 CZ1564  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1564
 CZ1564                         *CURRENT SURVEY CONTROL
 CZ1564  ___________________________________________________________________
 CZ1564* NAD 83(1986)-  32 48 39.     (N)    111 40 26.     (W)     SCALED    
 CZ1564* NAVD 88     -       451.21   (+/-2cm)    1480.3    (feet)  VERTCON   
 CZ1564  ___________________________________________________________________
 CZ1564  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1564
 CZ1564  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1564
 CZ1564.The horizontal coordinates were scaled from a topographic map and have
 CZ1564.an estimated accuracy of +/- 6 seconds.
 CZ1564
 CZ1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1564.The vertical order pertains to the NGVD 29 superseded value.
 CZ1564
 CZ1564.The geoid height was determined by GEOID03.
 CZ1564
 CZ1564;                    North         East    Units  Estimated Accuracy
 CZ1564;SPC AZ C     -   200,800.      236,090.      MT  (+/- 180 meters Scaled)
 CZ1564
 CZ1564                          SUPERSEDED SURVEY CONTROL
 CZ1564
 CZ1564  NGVD 29 (??/??/92)  450.656  (m)         1478.53   (f) ADJ UNCH    1 2
 CZ1564
 CZ1564.Superseded values are not recommended for survey control.
 CZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1564.See file dsdata.txt to determine how the superseded data were derived.
 CZ1564
 CZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369305(NAD 83)
 CZ1564_MARKER: DD = SURVEY DISK
 CZ1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1564_SP_SET: DIVIDER
 CZ1564_STAMPING: P M BM 1400-56
 CZ1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1564
 CZ1564  HISTORY     - Date     Condition        Report By
 CZ1564  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1564  HISTORY     - 1975     GOOD             AZDT
 CZ1564
 CZ1564                          STATION DESCRIPTION
 CZ1564
 CZ1564'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1564'7.5 MI SE FROM CASA BLANCA.
 CZ1564'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1564'THE STATION ON THE LEFT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1564'RAMP FOR SUNLAND GIN ROAD AND THE EASTBOUND LANE FOR I 10.  AN AHD
 CZ1564'BRASS CAP, SET IN THE WEST END OF CONCRETE DIVIDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1566 ***********************************************************************
 CZ1566  DESIGNATION -  1400 57
 CZ1566  PID         -  CZ1566
 CZ1566  STATE/COUNTY-  AZ/PINAL
 CZ1566  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1566
 CZ1566                         *CURRENT SURVEY CONTROL
 CZ1566  ___________________________________________________________________
 CZ1566* NAD 83(1986)-  32 48 25.     (N)    111 40 03.     (W)     SCALED    
 CZ1566* NAVD 88     -       453.26   (+/-2cm)    1487.1    (feet)  VERTCON   
 CZ1566  ___________________________________________________________________
 CZ1566  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1566
 CZ1566  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1566
 CZ1566.The horizontal coordinates were scaled from a topographic map and have
 CZ1566.an estimated accuracy of +/- 6 seconds.
 CZ1566
 CZ1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1566.The vertical order pertains to the NGVD 29 superseded value.
 CZ1566
 CZ1566.The geoid height was determined by GEOID03.
 CZ1566
 CZ1566;                    North         East    Units  Estimated Accuracy
 CZ1566;SPC AZ C     -   200,370.      236,690.      MT  (+/- 180 meters Scaled)
 CZ1566
 CZ1566                          SUPERSEDED SURVEY CONTROL
 CZ1566
 CZ1566  NGVD 29 (??/??/92)  452.710  (m)         1485.27   (f) ADJ UNCH    1 2
 CZ1566
 CZ1566.Superseded values are not recommended for survey control.
 CZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1566.See file dsdata.txt to determine how the superseded data were derived.
 CZ1566
 CZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB375300(NAD 83)
 CZ1566_MARKER: DD = SURVEY DISK
 CZ1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1566_SP_SET: DIVIDER
 CZ1566_STAMPING: P M BM 1400-57
 CZ1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1566
 CZ1566  HISTORY     - Date     Condition        Report By
 CZ1566  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1566  HISTORY     - 1975     GOOD             AZDT
 CZ1566
 CZ1566                          STATION DESCRIPTION
 CZ1566
 CZ1566'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1566'7.75 MI SE FROM CASA BLANCA.
 CZ1566'FROM MILEPOST 200, I-10, EAST FOR 0.4 MILES AND TO THE STATION ON THE
 CZ1566'RIGHT.  ON THE EAST END OF A DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1566'EAST END OF THE DIVIDER BETWEEN THE EAST BOUND LANE AND THE ARIZONA
 CZ1566'CITY ROAD.  (THE RAMP TO SUNLAND GIN ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1572 ***********************************************************************
 CZ1572  DESIGNATION -  1400 58
 CZ1572  PID         -  CZ1572
 CZ1572  STATE/COUNTY-  AZ/PINAL
 CZ1572  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1572
 CZ1572                         *CURRENT SURVEY CONTROL
 CZ1572  ___________________________________________________________________
 CZ1572* NAD 83(1986)-  32 47 21.     (N)    111 38 19.     (W)     SCALED    
 CZ1572* NAVD 88     -       457.96   (+/-2cm)    1502.5    (feet)  VERTCON   
 CZ1572  ___________________________________________________________________
 CZ1572  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1572
 CZ1572  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1572
 CZ1572.The horizontal coordinates were scaled from a topographic map and have
 CZ1572.an estimated accuracy of +/- 6 seconds.
 CZ1572
 CZ1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1572.The vertical order pertains to the NGVD 29 superseded value.
 CZ1572
 CZ1572.The geoid height was determined by GEOID03.
 CZ1572
 CZ1572;                    North         East    Units  Estimated Accuracy
 CZ1572;SPC AZ C     -   198,410.      239,400.      MT  (+/- 180 meters Scaled)
 CZ1572
 CZ1572                          SUPERSEDED SURVEY CONTROL
 CZ1572
 CZ1572  NGVD 29 (??/??/92)  457.414  (m)         1500.70   (f) ADJ UNCH    1 2
 CZ1572
 CZ1572.Superseded values are not recommended for survey control.
 CZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1572.See file dsdata.txt to determine how the superseded data were derived.
 CZ1572
 CZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402280(NAD 83)
 CZ1572_MARKER: DD = SURVEY DISK
 CZ1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1572_SP_SET: FOOTING
 CZ1572_STAMPING: 1400-58
 CZ1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1572
 CZ1572  HISTORY     - Date     Condition        Report By
 CZ1572  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1572  HISTORY     - 1975     GOOD             AZDT
 CZ1572
 CZ1572                          STATION DESCRIPTION
 CZ1572
 CZ1572'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1572'7.5 MI NW FROM ELOY.
 CZ1572'FROM MILEPOST 202, I-10, EAST FOR 0.45 MILES AND TO THE STATION ON THE
 CZ1572'RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M SURVEY
 CZ1572'SIGN.  AN AHD BRASS CAP, CEMENTED TO THE CONCRETE FOOTING FOR A FENCE
 CZ1572'POST FOR THE SOUTH R/W FENCE LINE.  NOTE-- DISTANCE TAKEN FROM ELOY BY
 CZ1572'GOING SOUTH ON SUNSHINE BLVD TO MILLICAN RD.  (TAKE OFF POINT WAS RT
 CZ1572'84, 93 AND SUNSHINE BLVD).  9.95 MI SE OF CASA GRANDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1575 ***********************************************************************
 CZ1575  DESIGNATION -  1400 59
 CZ1575  PID         -  CZ1575
 CZ1575  STATE/COUNTY-  AZ/PINAL
 CZ1575  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1575
 CZ1575                         *CURRENT SURVEY CONTROL
 CZ1575  ___________________________________________________________________
 CZ1575* NAD 83(1986)-  32 46 53.     (N)    111 37 35.     (W)     SCALED    
 CZ1575* NAVD 88     -       461.20   (+/-2cm)    1513.1    (feet)  VERTCON   
 CZ1575  ___________________________________________________________________
 CZ1575  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1575
 CZ1575  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1575
 CZ1575.The horizontal coordinates were scaled from a topographic map and have
 CZ1575.an estimated accuracy of +/- 6 seconds.
 CZ1575
 CZ1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1575.The vertical order pertains to the NGVD 29 superseded value.
 CZ1575
 CZ1575.The geoid height was determined by GEOID03.
 CZ1575
 CZ1575;                    North         East    Units  Estimated Accuracy
 CZ1575;SPC AZ C     -   197,550.      240,550.      MT  (+/- 180 meters Scaled)
 CZ1575
 CZ1575                          SUPERSEDED SURVEY CONTROL
 CZ1575
 CZ1575  NGVD 29 (??/??/92)  460.652  (m)         1511.32   (f) ADJ UNCH    1 2
 CZ1575
 CZ1575.Superseded values are not recommended for survey control.
 CZ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1575.See file dsdata.txt to determine how the superseded data were derived.
 CZ1575
 CZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB413272(NAD 83)
 CZ1575_MARKER: DD = SURVEY DISK
 CZ1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1575_SP_SET: SIGN BASE
 CZ1575_STAMPING: P M BM 1400-59
 CZ1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1575
 CZ1575  HISTORY     - Date     Condition        Report By
 CZ1575  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1575  HISTORY     - 1975     GOOD             AZDT
 CZ1575
 CZ1575                          STATION DESCRIPTION
 CZ1575
 CZ1575'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1575'7.5 MI NW FROM ELOY.
 CZ1575'FROM MILEPOST 203, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1575'THE STATION ON THE RIGHT.  110 FT. SOUTH OF THE CENTERLINE.  ON THE
 CZ1575'NORTH SIDE OF THE NORTH BASE OF THE SIGN, TOLTEC ROAD NEXT RIGHT.  AN
 CZ1575'AHD BRASS CAP, SET ON THE NORTH SIDE OF THE CEMENT BASE OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1724 ***********************************************************************
 DU1724  DESIGNATION -  1400 6
 DU1724  PID         -  DU1724
 DU1724  STATE/COUNTY-  AZ/MARICOPA
 DU1724  USGS QUAD   -  TEMPE (1982)
 DU1724
 DU1724                         *CURRENT SURVEY CONTROL
 DU1724  ___________________________________________________________________
 DU1724* NAD 83(1986)-  33 24 26.     (N)    111 58 42.     (W)     SCALED    
 DU1724* NAVD 88     -       347.834  (meters)    1141.19   (feet)  ADJUSTED  
 DU1724  ___________________________________________________________________
 DU1724  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1724  DYNAMIC HT  -         347.435 (meters)    1139.88  (feet)  COMP
 DU1724  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 DU1724
 DU1724  VERT ORDER  -  SECOND    CLASS I
 DU1724
 DU1724.The horizontal coordinates were scaled from a topographic map and have
 DU1724.an estimated accuracy of +/- 6 seconds.
 DU1724
 DU1724.The orthometric height was determined by differential leveling
 DU1724.and adjusted by the National Geodetic Survey in November 1993..
 DU1724
 DU1724.The geoid height was determined by GEOID03.
 DU1724
 DU1724.The dynamic height is computed by dividing the NAVD 88
 DU1724.geopotential number by the normal gravity value computed on the
 DU1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1724.degrees latitude (g = 980.6199 gals.).
 DU1724
 DU1724.The modeled gravity was interpolated from observed gravity values.
 DU1724
 DU1724;                    North         East    Units  Estimated Accuracy
 DU1724;SPC AZ C     -   266,910.      207,620.      MT  (+/- 180 meters Scaled)
 DU1724
 DU1724                          SUPERSEDED SURVEY CONTROL
 DU1724
 DU1724.No superseded survey control is available for this station.
 DU1724
 DU1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090968(NAD 83)
 DU1724_MARKER: DB = BENCH MARK DISK
 DU1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1724_SP_SET: CONCRETE LIGHT BASE
 DU1724_STAMPING: 1400-6 1979
 DU1724_MARK LOGO: AZDT  
 DU1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1724
 DU1724  HISTORY     - Date     Condition        Report By
 DU1724  HISTORY     - 1979     MONUMENTED       AZDT
 DU1724  HISTORY     - 19941217 GOOD             USPSQD
 DU1724
 DU1724                          STATION DESCRIPTION
 DU1724
 DU1724'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1724'IN TEMPE.
 DU1724'AT THE SOUTHEAST CORNER OF BROADWAY ROAD AND 48TH STREET IN WEST
 DU1724'TEMPE, 0.2 MI (321.87 METERS) WEST OF ENTRANCE TO DOUBLE BUTTES
 DU1724'CEMENTERY, 200 FT (60.96 METERS) NORTHWEST OF THE NORTHWEST CORNER OF
 DU1724'KNOLL BUSINESS, 91.0 FT (27.73 METERS) SOUTHEAST OF SURVEY HANDHOLE IN
 DU1724'THE CENTER OF INTERSECTION, 0.9 FT (0.27 METERS) NORTH OF NORTH FACE
 DU1724'OF STEEL SIGN POLE, 2.4 (0.72 METERS) SOUTH OF FACE OF CURB, A
 DU1724'STANDARD AZDT ALUMINUM CAP EPOXIED ON COCRETE BASE OF TRAFFIC POLE.
 DU1724
 DU1724                          STATION RECOVERY (1994)
 DU1724
 DU1724'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1576 ***********************************************************************
 CZ1576  DESIGNATION -  1400 60
 CZ1576  PID         -  CZ1576
 CZ1576  STATE/COUNTY-  AZ/PINAL
 CZ1576  USGS QUAD   -  ELOY NORTH (1992)
 CZ1576
 CZ1576                         *CURRENT SURVEY CONTROL
 CZ1576  ___________________________________________________________________
 CZ1576* NAD 83(1986)-  32 46 39.     (N)    111 37 15.     (W)     SCALED    
 CZ1576* NAVD 88     -       463.53   (+/-2cm)    1520.8    (feet)  VERTCON   
 CZ1576  ___________________________________________________________________
 CZ1576  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1576
 CZ1576  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1576
 CZ1576.The horizontal coordinates were scaled from a topographic map and have
 CZ1576.an estimated accuracy of +/- 6 seconds.
 CZ1576
 CZ1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1576.The vertical order pertains to the NGVD 29 superseded value.
 CZ1576
 CZ1576.The geoid height was determined by GEOID03.
 CZ1576
 CZ1576;                    North         East    Units  Estimated Accuracy
 CZ1576;SPC AZ C     -   197,120.      241,070.      MT  (+/- 180 meters Scaled)
 CZ1576
 CZ1576                          SUPERSEDED SURVEY CONTROL
 CZ1576
 CZ1576  NGVD 29 (??/??/92)  462.981  (m)         1518.96   (f) ADJ UNCH    1 2
 CZ1576
 CZ1576.Superseded values are not recommended for survey control.
 CZ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1576.See file dsdata.txt to determine how the superseded data were derived.
 CZ1576
 CZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418267(NAD 83)
 CZ1576_MARKER: DD = SURVEY DISK
 CZ1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1576_SP_SET: DIVIDER
 CZ1576_STAMPING: P M BM 1400-60
 CZ1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1576
 CZ1576  HISTORY     - Date     Condition        Report By
 CZ1576  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1576  HISTORY     - 1975     GOOD             AZDT
 CZ1576
 CZ1576                          STATION DESCRIPTION
 CZ1576
 CZ1576'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1576'7.2 MI NW FROM ELOY.
 CZ1576'FROM MILEPOST 203, I-10, EAST ON THE INTERSTATE FOR 0.75 MILES AND TO
 CZ1576'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1576'TOLTEC ROAD RAMP AND EAST BOUND I-10.  AN AHD BRASS CAP, SET ON THE
 CZ1576'WEST END OF THE DIVIDER OF TOLTEC ROAD AND EAST BOUND I-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1579 ***********************************************************************
 CZ1579  DESIGNATION -  1400 61
 CZ1579  PID         -  CZ1579
 CZ1579  STATE/COUNTY-  AZ/PINAL
 CZ1579  USGS QUAD   -  ELOY NORTH (1992)
 CZ1579
 CZ1579                         *CURRENT SURVEY CONTROL
 CZ1579  ___________________________________________________________________
 CZ1579* NAD 83(1986)-  32 46 30.     (N)    111 36 57.     (W)     SCALED    
 CZ1579* NAVD 88     -       464.33   (+/-2cm)    1523.4    (feet)  VERTCON   
 CZ1579  ___________________________________________________________________
 CZ1579  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1579
 CZ1579  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1579
 CZ1579.The horizontal coordinates were scaled from a topographic map and have
 CZ1579.an estimated accuracy of +/- 6 seconds.
 CZ1579
 CZ1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1579.The vertical order pertains to the NGVD 29 superseded value.
 CZ1579
 CZ1579.The geoid height was determined by GEOID03.
 CZ1579
 CZ1579;                    North         East    Units  Estimated Accuracy
 CZ1579;SPC AZ C     -   196,840.      241,540.      MT  (+/- 180 meters Scaled)
 CZ1579
 CZ1579                          SUPERSEDED SURVEY CONTROL
 CZ1579
 CZ1579  NGVD 29 (??/??/92)  463.788  (m)         1521.61   (f) ADJ UNCH    1 2
 CZ1579
 CZ1579.Superseded values are not recommended for survey control.
 CZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1579.See file dsdata.txt to determine how the superseded data were derived.
 CZ1579
 CZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB423265(NAD 83)
 CZ1579_MARKER: DD = SURVEY DISK
 CZ1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1579_SP_SET: LIGHT STAND BASE
 CZ1579_STAMPING: P M BM 1400-61
 CZ1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1579
 CZ1579  HISTORY     - Date     Condition        Report By
 CZ1579  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1579  HISTORY     - 1975     GOOD             AZDT
 CZ1579
 CZ1579                          STATION DESCRIPTION
 CZ1579
 CZ1579'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1579'6.45 MI NW FROM ELOY.
 CZ1579'FROM MILEPOST 204, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1579'THE STATION ON THE RIGHT.  ON THE SOUTH SIDE OF THE CEMENT BASE OF A
 CZ1579'LIGHT STAND.  110 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP,
 CZ1579'CEMENTED TO THE SOUTH SIDE OF THE CEMENT BASE OF A LIGHT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1596 ***********************************************************************
 CZ1596  DESIGNATION -  1400 69
 CZ1596  PID         -  CZ1596
 CZ1596  STATE/COUNTY-  AZ/PINAL
 CZ1596  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1596
 CZ1596                         *CURRENT SURVEY CONTROL
 CZ1596  ___________________________________________________________________
 CZ1596* NAD 83(1986)-  32 44 30.     (N)    111 33 46.     (W)     SCALED    
 CZ1596* NAVD 88     -       475.79   (+/-2cm)    1561.0    (feet)  VERTCON   
 CZ1596  ___________________________________________________________________
 CZ1596  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1596
 CZ1596  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1596
 CZ1596.The horizontal coordinates were scaled from a topographic map and have
 CZ1596.an estimated accuracy of +/- 6 seconds.
 CZ1596
 CZ1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1596.The vertical order pertains to the NGVD 29 superseded value.
 CZ1596
 CZ1596.The geoid height was determined by GEOID03.
 CZ1596
 CZ1596;                    North         East    Units  Estimated Accuracy
 CZ1596;SPC AZ C     -   193,160.      246,530.      MT  (+/- 180 meters Scaled)
 CZ1596
 CZ1596                          SUPERSEDED SURVEY CONTROL
 CZ1596
 CZ1596  NGVD 29 (??/??/92)  475.238  (m)         1559.18   (f) ADJ UNCH    1 2
 CZ1596
 CZ1596.Superseded values are not recommended for survey control.
 CZ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1596.See file dsdata.txt to determine how the superseded data were derived.
 CZ1596
 CZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472227(NAD 83)
 CZ1596_MARKER: Z = SEE DESCRIPTION
 CZ1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1596_SP_SET: ALUMINUM COLLAR
 CZ1596_STAMPING: P M BM 1400-69
 CZ1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1596
 CZ1596  HISTORY     - Date     Condition        Report By
 CZ1596  HISTORY     - UNK      MONUMENTED       NGS
 CZ1596  HISTORY     - 1975     GOOD             AZDT
 CZ1596
 CZ1596                          STATION DESCRIPTION
 CZ1596
 CZ1596'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1596'1.9 MI SW FROM ELOY.
 CZ1596'FROM MILEPOST 208, I-10, WEST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1596'THE STATION ON THE LEFT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1596'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1596'COLLAR, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1725 ***********************************************************************
 DU1725  DESIGNATION -  1400 7
 DU1725  PID         -  DU1725
 DU1725  STATE/COUNTY-  AZ/MARICOPA
 DU1725  USGS QUAD   -  TEMPE (1982)
 DU1725
 DU1725                         *CURRENT SURVEY CONTROL
 DU1725  ___________________________________________________________________
 DU1725* NAD 83(1986)-  33 24 37.     (N)    111 59 11.     (W)     SCALED    
 DU1725* NAVD 88     -       345.679  (meters)    1134.12   (feet)  ADJUSTED  
 DU1725  ___________________________________________________________________
 DU1725  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1725  DYNAMIC HT  -         345.282 (meters)    1132.81  (feet)  COMP
 DU1725  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DU1725
 DU1725  VERT ORDER  -  SECOND    CLASS I
 DU1725
 DU1725.The horizontal coordinates were scaled from a topographic map and have
 DU1725.an estimated accuracy of +/- 6 seconds.
 DU1725
 DU1725.The orthometric height was determined by differential leveling
 DU1725.and adjusted by the National Geodetic Survey in November 1993..
 DU1725
 DU1725.The geoid height was determined by GEOID03.
 DU1725
 DU1725.The dynamic height is computed by dividing the NAVD 88
 DU1725.geopotential number by the normal gravity value computed on the
 DU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1725.degrees latitude (g = 980.6199 gals.).
 DU1725
 DU1725.The modeled gravity was interpolated from observed gravity values.
 DU1725
 DU1725;                    North         East    Units  Estimated Accuracy
 DU1725;SPC AZ C     -   267,250.      206,880.      MT  (+/- 180 meters Scaled)
 DU1725
 DU1725                          SUPERSEDED SURVEY CONTROL
 DU1725
 DU1725.No superseded survey control is available for this station.
 DU1725
 DU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082972(NAD 83)
 DU1725_MARKER: DB = BENCH MARK DISK
 DU1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1725_SP_SET: CONCRETE HEADWALL
 DU1725_STAMPING: 1400-7 1133.301 1967
 DU1725_MARK LOGO: AZDT  
 DU1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1725
 DU1725  HISTORY     - Date     Condition        Report By
 DU1725  HISTORY     - 1967     MONUMENTED       AZDT
 DU1725  HISTORY     - 1979     GOOD             AZDT
 DU1725
 DU1725                          STATION DESCRIPTION
 DU1725
 DU1725'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1725'IN TEMPE.
 DU1725'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1725'INTERSTATE 10 FOR 1.06 MI (1.71 KM) TO THE PEPSI-COLA PLANT AND THE
 DU1725'MARK SOUTH OF THE FREEWAY, 80.5 FT (24.53 METERS) SOUTH OF THE SOUTH
 DU1725'EDGE OF CONCRETE EASTBOUND LANES, 27.5 FT (8.38 METERS) SOUTHEAST OF A
 DU1725'10-INCH METAL LIGHT POST, 3.0 FT (0.91 METERS) NORTH OF 4 FT CHAINLINK
 DU1725'RIGHT-OF-WAY FENCE, A STANDARD AZDT BRASS CAP SET IN CENTER OF A
 DU1725'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1726 ***********************************************************************
 DU1726  DESIGNATION -  1400 7 A
 DU1726  PID         -  DU1726
 DU1726  STATE/COUNTY-  AZ/MARICOPA
 DU1726  USGS QUAD   -  TEMPE (1982)
 DU1726
 DU1726                         *CURRENT SURVEY CONTROL
 DU1726  ___________________________________________________________________
 DU1726* NAD 83(1986)-  33 24 38.     (N)    111 59 11.     (W)     SCALED    
 DU1726* NAVD 88     -       345.682  (meters)    1134.12   (feet)  ADJUSTED  
 DU1726  ___________________________________________________________________
 DU1726  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1726  DYNAMIC HT  -         345.285 (meters)    1132.82  (feet)  COMP
 DU1726  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DU1726
 DU1726  VERT ORDER  -  SECOND    CLASS I
 DU1726
 DU1726.The horizontal coordinates were scaled from a topographic map and have
 DU1726.an estimated accuracy of +/- 6 seconds.
 DU1726
 DU1726.The orthometric height was determined by differential leveling
 DU1726.and adjusted by the National Geodetic Survey in November 1993..
 DU1726
 DU1726.The geoid height was determined by GEOID03.
 DU1726
 DU1726.The dynamic height is computed by dividing the NAVD 88
 DU1726.geopotential number by the normal gravity value computed on the
 DU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1726.degrees latitude (g = 980.6199 gals.).
 DU1726
 DU1726.The modeled gravity was interpolated from observed gravity values.
 DU1726
 DU1726;                    North         East    Units  Estimated Accuracy
 DU1726;SPC AZ C     -   267,280.      206,880.      MT  (+/- 180 meters Scaled)
 DU1726
 DU1726                          SUPERSEDED SURVEY CONTROL
 DU1726
 DU1726.No superseded survey control is available for this station.
 DU1726
 DU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082972(NAD 83)
 DU1726_MARKER: DB = BENCH MARK DISK
 DU1726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1726_SP_SET: CONCRETE HEADWALL
 DU1726_STAMPING: 1400-7A 1979
 DU1726_MARK LOGO: AZDT  
 DU1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1726
 DU1726  HISTORY     - Date     Condition        Report By
 DU1726  HISTORY     - 1979     MONUMENTED       AZDT
 DU1726  HISTORY     - 1979     GOOD             AZDT
 DU1726
 DU1726                          STATION DESCRIPTION
 DU1726
 DU1726'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1726'IN TEMPE.
 DU1726'FROM BELL BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1726'INTERSTATE 10 FOR 1.06 MI (1.71 KM) TO THE PEPSI-COLA PLANT AND THE
 DU1726'MARK NORTH OF THE FREEWAY, 250.0 (76.20 METERS) SOUTHEAST OF THE
 DU1726'SOUTHEAST CORNER OF THE PEPSI BUILDING, 3.0 FT (0.91 METERS) SOUTH 0F
 DU1726'WESTBOUND RIGHT-OF-WAY FENCE, 147 FT (44.81 METERS) NORTH OF MEDIAN
 DU1726'CENTERLINE OF INTERSTATE 10,, A STANDARD AZDT BRASS CAP IN THE CENTER
 DU1726'OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1597 ***********************************************************************
 CZ1597  DESIGNATION -  1400 70
 CZ1597  PID         -  CZ1597
 CZ1597  STATE/COUNTY-  AZ/PINAL
 CZ1597  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1597
 CZ1597                         *CURRENT SURVEY CONTROL
 CZ1597  ___________________________________________________________________
 CZ1597* NAD 83(1986)-  32 44 21.     (N)    111 33 32.     (W)     SCALED    
 CZ1597* NAVD 88     -       477.36   (+/-2cm)    1566.1    (feet)  VERTCON   
 CZ1597  ___________________________________________________________________
 CZ1597  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1597
 CZ1597  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1597
 CZ1597.The horizontal coordinates were scaled from a topographic map and have
 CZ1597.an estimated accuracy of +/- 6 seconds.
 CZ1597
 CZ1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1597.The vertical order pertains to the NGVD 29 superseded value.
 CZ1597
 CZ1597.The geoid height was determined by GEOID03.
 CZ1597
 CZ1597;                    North         East    Units  Estimated Accuracy
 CZ1597;SPC AZ C     -   192,880.      246,890.      MT  (+/- 180 meters Scaled)
 CZ1597
 CZ1597                          SUPERSEDED SURVEY CONTROL
 CZ1597
 CZ1597  NGVD 29 (??/??/92)  476.804  (m)         1564.31   (f) ADJ UNCH    1 2
 CZ1597
 CZ1597.Superseded values are not recommended for survey control.
 CZ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1597.See file dsdata.txt to determine how the superseded data were derived.
 CZ1597
 CZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB476225(NAD 83)
 CZ1597_MARKER: Z = SEE DESCRIPTION
 CZ1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1597_SP_SET: ALUMINUM COLLAR
 CZ1597_STAMPING: P M BM 1400 - 70
 CZ1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1597
 CZ1597  HISTORY     - Date     Condition        Report By
 CZ1597  HISTORY     - UNK      MONUMENTED       NGS
 CZ1597  HISTORY     - 1975     GOOD             AZDT
 CZ1597
 CZ1597                          STATION DESCRIPTION
 CZ1597
 CZ1597'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1597'1.6 MI SW FROM ELOY.
 CZ1597'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1597'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1597'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1597'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1598 ***********************************************************************
 CZ1598  DESIGNATION -  1400 71
 CZ1598  PID         -  CZ1598
 CZ1598  STATE/COUNTY-  AZ/PINAL
 CZ1598  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1598
 CZ1598                         *CURRENT SURVEY CONTROL
 CZ1598  ___________________________________________________________________
 CZ1598* NAD 83(1986)-  32 44 14.     (N)    111 33 20.     (W)     SCALED    
 CZ1598* NAVD 88     -       478.01   (+/-2cm)    1568.3    (feet)  VERTCON   
 CZ1598  ___________________________________________________________________
 CZ1598  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1598
 CZ1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1598
 CZ1598.The horizontal coordinates were scaled from a topographic map and have
 CZ1598.an estimated accuracy of +/- 6 seconds.
 CZ1598
 CZ1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1598.The vertical order pertains to the NGVD 29 superseded value.
 CZ1598
 CZ1598.The geoid height was determined by GEOID03.
 CZ1598
 CZ1598;                    North         East    Units  Estimated Accuracy
 CZ1598;SPC AZ C     -   192,670.      247,200.      MT  (+/- 180 meters Scaled)
 CZ1598
 CZ1598                          SUPERSEDED SURVEY CONTROL
 CZ1598
 CZ1598  NGVD 29 (??/??/92)  477.456  (m)         1566.45   (f) ADJ UNCH    1 2
 CZ1598
 CZ1598.Superseded values are not recommended for survey control.
 CZ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1598.See file dsdata.txt to determine how the superseded data were derived.
 CZ1598
 CZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB479222(NAD 83)
 CZ1598_MARKER: Z = SEE DESCRIPTION
 CZ1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1598_SP_SET: ALUMINUM COLLAR
 CZ1598_STAMPING: P M BM 1400 - 71
 CZ1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1598
 CZ1598  HISTORY     - Date     Condition        Report By
 CZ1598  HISTORY     - UNK      MONUMENTED       NGS
 CZ1598  HISTORY     - 1975     GOOD             AZDT
 CZ1598
 CZ1598                          STATION DESCRIPTION
 CZ1598
 CZ1598'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1598'1.35 MI SW FROM ELOY.
 CZ1598'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.45 MILES AND TO
 CZ1598'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1598'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN. AT
 CZ1598'THE JUNCTION OF WOVEN WIRE AND BARB WIRE.  A REBAR, WITH A STAMPED
 CZ1598'ALUMINUM COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1599 ***********************************************************************
 CZ1599  DESIGNATION -  1400 72
 CZ1599  PID         -  CZ1599
 CZ1599  STATE/COUNTY-  AZ/PINAL
 CZ1599  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1599
 CZ1599                         *CURRENT SURVEY CONTROL
 CZ1599  ___________________________________________________________________
 CZ1599* NAD 83(1986)-  32 44 09.     (N)    111 33 09.     (W)     SCALED    
 CZ1599* NAVD 88     -       480.43   (+/-2cm)    1576.2    (feet)  VERTCON   
 CZ1599  ___________________________________________________________________
 CZ1599  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1599
 CZ1599  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1599
 CZ1599.The horizontal coordinates were scaled from a topographic map and have
 CZ1599.an estimated accuracy of +/- 6 seconds.
 CZ1599
 CZ1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1599.The vertical order pertains to the NGVD 29 superseded value.
 CZ1599
 CZ1599.The geoid height was determined by GEOID03.
 CZ1599
 CZ1599;                    North         East    Units  Estimated Accuracy
 CZ1599;SPC AZ C     -   192,520.      247,490.      MT  (+/- 180 meters Scaled)
 CZ1599
 CZ1599                          SUPERSEDED SURVEY CONTROL
 CZ1599
 CZ1599  NGVD 29 (??/??/92)  479.878  (m)         1574.40   (f) ADJ UNCH    1 2
 CZ1599
 CZ1599.Superseded values are not recommended for survey control.
 CZ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1599.See file dsdata.txt to determine how the superseded data were derived.
 CZ1599
 CZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482221(NAD 83)
 CZ1599_MARKER: DD = SURVEY DISK
 CZ1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1599_SP_SET: CURBING
 CZ1599_STAMPING: P M BM 1400 - 72
 CZ1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1599
 CZ1599  HISTORY     - Date     Condition        Report By
 CZ1599  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1599  HISTORY     - 1975     GOOD             AZDT
 CZ1599
 CZ1599                          STATION DESCRIPTION
 CZ1599
 CZ1599'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1599'1.2 MI SW FROM ELOY.
 CZ1599'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.65 MILES AND TO
 CZ1599'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1599'EAST BOUND AND THE APPROACH RAMP OF SUNSHINE BOULEVARD.  80 FT. SOUTH
 CZ1599'OF THE CENTERLINE.  AN AHD BRASS CAP, ON A CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1601 ***********************************************************************
 CZ1601  DESIGNATION -  1400 73
 CZ1601  PID         -  CZ1601
 CZ1601  STATE/COUNTY-  AZ/PINAL
 CZ1601  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1601
 CZ1601                         *CURRENT SURVEY CONTROL
 CZ1601  ___________________________________________________________________
 CZ1601* NAD 83(1986)-  32 43 54.     (N)    111 32 30.     (W)     SCALED    
 CZ1601* NAVD 88     -       481.05   (+/-2cm)    1578.2    (feet)  VERTCON   
 CZ1601  ___________________________________________________________________
 CZ1601  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1601
 CZ1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1601
 CZ1601.The horizontal coordinates were scaled from a topographic map and have
 CZ1601.an estimated accuracy of +/- 6 seconds.
 CZ1601
 CZ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1601.The vertical order pertains to the NGVD 29 superseded value.
 CZ1601
 CZ1601.The geoid height was determined by GEOID03.
 CZ1601
 CZ1601;                    North         East    Units  Estimated Accuracy
 CZ1601;SPC AZ C     -   192,060.      248,510.      MT  (+/- 180 meters Scaled)
 CZ1601
 CZ1601                          SUPERSEDED SURVEY CONTROL
 CZ1601
 CZ1601  NGVD 29 (??/??/92)  480.491  (m)         1576.41   (f) ADJ UNCH    1 2
 CZ1601
 CZ1601.Superseded values are not recommended for survey control.
 CZ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1601.See file dsdata.txt to determine how the superseded data were derived.
 CZ1601
 CZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492216(NAD 83)
 CZ1601_MARKER: Z = SEE DESCRIPTION
 CZ1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1601_SP_SET: ALUMINUM COLLAR
 CZ1601_STAMPING: P M BM 1400 - 73
 CZ1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1601
 CZ1601  HISTORY     - Date     Condition        Report By
 CZ1601  HISTORY     - UNK      MONUMENTED       NGS
 CZ1601  HISTORY     - 1975     GOOD             AZDT
 CZ1601
 CZ1601                          STATION DESCRIPTION
 CZ1601
 CZ1601'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1601'1.4 MI SE FROM ELOY.
 CZ1601'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1601'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1601'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1601'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1602 ***********************************************************************
 CZ1602  DESIGNATION -  1400 74
 CZ1602  PID         -  CZ1602
 CZ1602  STATE/COUNTY-  AZ/PINAL
 CZ1602  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1602
 CZ1602                         *CURRENT SURVEY CONTROL
 CZ1602  ___________________________________________________________________
 CZ1602* NAD 83(1986)-  32 43 49.     (N)    111 32 09.     (W)     SCALED    
 CZ1602* NAVD 88     -       481.25   (+/-2cm)    1578.9    (feet)  VERTCON   
 CZ1602  ___________________________________________________________________
 CZ1602  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1602
 CZ1602  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1602
 CZ1602.The horizontal coordinates were scaled from a topographic map and have
 CZ1602.an estimated accuracy of +/- 6 seconds.
 CZ1602
 CZ1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1602.The vertical order pertains to the NGVD 29 superseded value.
 CZ1602
 CZ1602.The geoid height was determined by GEOID03.
 CZ1602
 CZ1602;                    North         East    Units  Estimated Accuracy
 CZ1602;SPC AZ C     -   191,910.      249,060.      MT  (+/- 180 meters Scaled)
 CZ1602
 CZ1602                          SUPERSEDED SURVEY CONTROL
 CZ1602
 CZ1602  NGVD 29 (??/??/92)  480.690  (m)         1577.06   (f) ADJ UNCH    1 2
 CZ1602
 CZ1602.Superseded values are not recommended for survey control.
 CZ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1602.See file dsdata.txt to determine how the superseded data were derived.
 CZ1602
 CZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB497215(NAD 83)
 CZ1602_MARKER: Z = SEE DESCRIPTION
 CZ1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1602_SP_SET: ALUMINUM COLLAR
 CZ1602_STAMPING: P M BM 1400 - 74
 CZ1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1602
 CZ1602  HISTORY     - Date     Condition        Report By
 CZ1602  HISTORY     - UNK      MONUMENTED       NGS
 CZ1602  HISTORY     - 1975     GOOD             AZDT
 CZ1602
 CZ1602                          STATION DESCRIPTION
 CZ1602
 CZ1602'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1602'1.75 MI SE FROM ELOY.
 CZ1602'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1602'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1602'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN.  A
 CZ1602'REBAR, WITH A STAMPED ALUMINUM COLLAR, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1605 ***********************************************************************
 CZ1605  DESIGNATION -  1400 75
 CZ1605  PID         -  CZ1605
 CZ1605  STATE/COUNTY-  AZ/PINAL
 CZ1605  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1605
 CZ1605                         *CURRENT SURVEY CONTROL
 CZ1605  ___________________________________________________________________
 CZ1605* NAD 83(1986)-  32 43 41.     (N)    111 31 33.     (W)     SCALED    
 CZ1605* NAVD 88     -       483.39   (+/-2cm)    1585.9    (feet)  VERTCON   
 CZ1605  ___________________________________________________________________
 CZ1605  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1605
 CZ1605  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1605
 CZ1605.The horizontal coordinates were scaled from a topographic map and have
 CZ1605.an estimated accuracy of +/- 6 seconds.
 CZ1605
 CZ1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1605.The vertical order pertains to the NGVD 29 superseded value.
 CZ1605
 CZ1605.The geoid height was determined by GEOID03.
 CZ1605
 CZ1605;                    North         East    Units  Estimated Accuracy
 CZ1605;SPC AZ C     -   191,660.      249,990.      MT  (+/- 180 meters Scaled)
 CZ1605
 CZ1605                          SUPERSEDED SURVEY CONTROL
 CZ1605
 CZ1605  NGVD 29 (??/??/92)  482.835  (m)         1584.10   (f) ADJ UNCH    1 2
 CZ1605
 CZ1605.Superseded values are not recommended for survey control.
 CZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1605.See file dsdata.txt to determine how the superseded data were derived.
 CZ1605
 CZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB507212(NAD 83)
 CZ1605_MARKER: Z = SEE DESCRIPTION
 CZ1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1605_SP_SET: ALUMINUM COLLAR
 CZ1605_STAMPING: P M BM 1400 - 75
 CZ1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1605
 CZ1605  HISTORY     - Date     Condition        Report By
 CZ1605  HISTORY     - UNK      MONUMENTED       NGS
 CZ1605  HISTORY     - 1975     GOOD             AZDT
 CZ1605
 CZ1605                          STATION DESCRIPTION
 CZ1605
 CZ1605'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1605'2.4 MI SE FROM ELOY.
 CZ1605'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1605'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1605'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN.  A
 CZ1605'REBAR, WITH A STAMPED ALUMINUM COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1606 ***********************************************************************
 CZ1606  DESIGNATION -  1400 76
 CZ1606  PID         -  CZ1606
 CZ1606  STATE/COUNTY-  AZ/PINAL
 CZ1606  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1606
 CZ1606                         *CURRENT SURVEY CONTROL
 CZ1606  ___________________________________________________________________
 CZ1606* NAD 83(1986)-  32 43 36.     (N)    111 31 22.     (W)     SCALED    
 CZ1606* NAVD 88     -       484.00   (+/-2cm)    1587.9    (feet)  VERTCON   
 CZ1606  ___________________________________________________________________
 CZ1606  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1606
 CZ1606  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1606
 CZ1606.The horizontal coordinates were scaled from a topographic map and have
 CZ1606.an estimated accuracy of +/- 6 seconds.
 CZ1606
 CZ1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1606.The vertical order pertains to the NGVD 29 superseded value.
 CZ1606
 CZ1606.The geoid height was determined by GEOID03.
 CZ1606
 CZ1606;                    North         East    Units  Estimated Accuracy
 CZ1606;SPC AZ C     -   191,510.      250,280.      MT  (+/- 180 meters Scaled)
 CZ1606
 CZ1606                          SUPERSEDED SURVEY CONTROL
 CZ1606
 CZ1606  NGVD 29 (??/??/92)  483.448  (m)         1586.11   (f) ADJ UNCH    1 2
 CZ1606
 CZ1606.Superseded values are not recommended for survey control.
 CZ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1606.See file dsdata.txt to determine how the superseded data were derived.
 CZ1606
 CZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB510211(NAD 83)
 CZ1606_MARKER: DD = SURVEY DISK
 CZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1606_STAMPING: P M BM 1400 - 76
 CZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1606+STABILITY: SURFACE MOTION
 CZ1606
 CZ1606  HISTORY     - Date     Condition        Report By
 CZ1606  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1606  HISTORY     - 1975     GOOD             AZDT
 CZ1606
 CZ1606                          STATION DESCRIPTION
 CZ1606
 CZ1606'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1606'2.55 MI SE FROM ELOY.
 CZ1606'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1606'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1606'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILLED, POC
 CZ1606'3979+02.22.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, DOWN 0.1
 CZ1606'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1608 ***********************************************************************
 CZ1608  DESIGNATION -  1400 77
 CZ1608  PID         -  CZ1608
 CZ1608  STATE/COUNTY-  AZ/PINAL
 CZ1608  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1608
 CZ1608                         *CURRENT SURVEY CONTROL
 CZ1608  ___________________________________________________________________
 CZ1608* NAD 83(1986)-  32 43 22.     (N)    111 30 56.     (W)     SCALED    
 CZ1608* NAVD 88     -       487.18   (+/-2cm)    1598.4    (feet)  VERTCON   
 CZ1608  ___________________________________________________________________
 CZ1608  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1608
 CZ1608  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1608
 CZ1608.The horizontal coordinates were scaled from a topographic map and have
 CZ1608.an estimated accuracy of +/- 6 seconds.
 CZ1608
 CZ1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1608.The vertical order pertains to the NGVD 29 superseded value.
 CZ1608
 CZ1608.The geoid height was determined by GEOID03.
 CZ1608
 CZ1608;                    North         East    Units  Estimated Accuracy
 CZ1608;SPC AZ C     -   191,080.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1608
 CZ1608                          SUPERSEDED SURVEY CONTROL
 CZ1608
 CZ1608  NGVD 29 (??/??/92)  486.623  (m)         1596.53   (f) ADJ UNCH    1 2
 CZ1608
 CZ1608.Superseded values are not recommended for survey control.
 CZ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1608.See file dsdata.txt to determine how the superseded data were derived.
 CZ1608
 CZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516206(NAD 83)
 CZ1608_MARKER: DD = SURVEY DISK
 CZ1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1608_SP_SET: CURBING
 CZ1608_STAMPING: P M BM 1400 - 77
 CZ1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1608
 CZ1608  HISTORY     - Date     Condition        Report By
 CZ1608  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1608  HISTORY     - 1975     GOOD             AZDT
 CZ1608
 CZ1608                          STATION DESCRIPTION
 CZ1608
 CZ1608'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1608'1.55 MI NW FROM PICACHO.
 CZ1608'UNDERNEATH THE I-10 OVERPASS WHERE IT CROSSES OVER STATE 87.
 CZ1608'UNDERNEATH THE NORTH EDGE OF EAST BOUND I-10.  ON THE WEST SIDE OF THE
 CZ1608'DIVIDER OF STATE 87.  AN ADOT REFERENCE MARK ALUMINUM CAP, CEMENTED TO
 CZ1608'THE CURBING OF STATE 84 AND 87.  NOTE-- TAKE OFF POINT IS EAST
 CZ1608'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1613 ***********************************************************************
 CZ1613  DESIGNATION -  1400 77 A
 CZ1613  PID         -  CZ1613
 CZ1613  STATE/COUNTY-  AZ/PINAL
 CZ1613  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1613
 CZ1613                         *CURRENT SURVEY CONTROL
 CZ1613  ___________________________________________________________________
 CZ1613* NAD 83(1986)-  32 43 37.     (N)    111 30 56.     (W)     SCALED    
 CZ1613* NAVD 88     -       494.57   (+/-2cm)    1622.6    (feet)  VERTCON   
 CZ1613  ___________________________________________________________________
 CZ1613  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1613
 CZ1613  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1613
 CZ1613.The horizontal coordinates were scaled from a topographic map and have
 CZ1613.an estimated accuracy of +/- 6 seconds.
 CZ1613
 CZ1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1613.The vertical order pertains to the NGVD 29 superseded value.
 CZ1613
 CZ1613.The geoid height was determined by GEOID03.
 CZ1613
 CZ1613;                    North         East    Units  Estimated Accuracy
 CZ1613;SPC AZ C     -   191,540.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1613
 CZ1613                          SUPERSEDED SURVEY CONTROL
 CZ1613
 CZ1613  NGVD 29 (??/??/92)  494.016  (m)         1620.78   (f) ADJ UNCH    1 2
 CZ1613
 CZ1613.Superseded values are not recommended for survey control.
 CZ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1613.See file dsdata.txt to determine how the superseded data were derived.
 CZ1613
 CZ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1613_MARKER: DD = SURVEY DISK
 CZ1613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1613_SP_SET: CURBING
 CZ1613_STAMPING: P M BM 1400 - 77 A
 CZ1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1613
 CZ1613  HISTORY     - Date     Condition        Report By
 CZ1613  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1613  HISTORY     - 1975     GOOD             AZDT
 CZ1613
 CZ1613                          STATION DESCRIPTION
 CZ1613
 CZ1613'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1613'1.25 MI NW FROM PICACHO.
 CZ1613'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1613'STATE 87 FOR 0.6 MILES AND TO THE STATION AT THE TOP OF THE PICACHO
 CZ1613'RAILROAD OVERPASS OF STATE 87.  5 FT. NORTH OF THE SOUTHWEST END OF
 CZ1613'THE NORTH BOUND BRIDGE.  15 FT. WEST OF THE CENTERLINE OF THE NORTH
 CZ1613'BOUND LANE.  AN AHD BRASS CAP, SET ON A BRIDGE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1614 ***********************************************************************
 CZ1614  DESIGNATION -  1400 77 B
 CZ1614  PID         -  CZ1614
 CZ1614  STATE/COUNTY-  AZ/PINAL
 CZ1614  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1614
 CZ1614                         *CURRENT SURVEY CONTROL
 CZ1614  ___________________________________________________________________
 CZ1614* NAD 83(1986)-  32 43 37.     (N)    111 30 56.     (W)     SCALED    
 CZ1614* NAVD 88     -       494.43   (+/-2cm)    1622.1    (feet)  VERTCON   
 CZ1614  ___________________________________________________________________
 CZ1614  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1614
 CZ1614  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1614
 CZ1614.The horizontal coordinates were scaled from a topographic map and have
 CZ1614.an estimated accuracy of +/- 6 seconds.
 CZ1614
 CZ1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1614.The vertical order pertains to the NGVD 29 superseded value.
 CZ1614
 CZ1614.The geoid height was determined by GEOID03.
 CZ1614
 CZ1614;                    North         East    Units  Estimated Accuracy
 CZ1614;SPC AZ C     -   191,540.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1614
 CZ1614                          SUPERSEDED SURVEY CONTROL
 CZ1614
 CZ1614  NGVD 29 (??/??/92)  493.877  (m)         1620.33   (f) ADJ UNCH    1 2
 CZ1614
 CZ1614.Superseded values are not recommended for survey control.
 CZ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1614.See file dsdata.txt to determine how the superseded data were derived.
 CZ1614
 CZ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1614_MARKER: DD = SURVEY DISK
 CZ1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1614_SP_SET: CURBING
 CZ1614_STAMPING: P M BM 1400 - 77 B
 CZ1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1614
 CZ1614  HISTORY     - Date     Condition        Report By
 CZ1614  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1614  HISTORY     - 1975     GOOD             AZDT
 CZ1614  HISTORY     - 1975     GOOD             AZDT
 CZ1614
 CZ1614                          STATION DESCRIPTION
 CZ1614
 CZ1614'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1614'1.25 MI NW FROM PICACHO.
 CZ1614'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1614'STATE 87 FOR 0.6 MILES TO THE NORTH END OF THE RAILROAD OVERPASS
 CZ1614'BRIDGE OF STATE 87 AND TO THE STATION ON THE RIGHT.  ON THE NORTHEAST
 CZ1614'CORNER OF THE CURBING OF THE NORTH BOUND OVERPASS BRIDGE.  15 FT. EAST
 CZ1614'OF THE CENTERLINE OF THE NORTH BOUND LANE.  I-10.  MP. 210.9. L. 1300.
 CZ1614'AN AHD BRASS CAP, SET ON A BRIDGE CURBING.
 CZ1614
 CZ1614                          STATION RECOVERY (1975)
 CZ1614
 CZ1614'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1614'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1614'STATE 87 FOR 0.6 MILES TO THE MIDDLE OF THE BRIDGE OF THE RAILROAD
 CZ1614'OVERPASS OF STATE 87 AND TO THE STATION.  ON THE CURBING IN THE MIDDLE
 CZ1614'OF THE SOUTH BOUND BRIDGE FOR THE RAILROAD OVERPASS OF STATE 87. 12
 CZ1614'FT. WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC OF STATE 87.
 CZ1614'I-10.  MP. 210.9.  L. 1250 FT.  AN AHD BRASS CAP, SET ON A BRIDGE
 CZ1614'CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1616 ***********************************************************************
 CZ1616  DESIGNATION -  1400 78
 CZ1616  PID         -  CZ1616
 CZ1616  STATE/COUNTY-  AZ/PINAL
 CZ1616  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1616
 CZ1616                         *CURRENT SURVEY CONTROL
 CZ1616  ___________________________________________________________________
 CZ1616* NAD 83(1986)-  32 43 14.     (N)    111 30 38.     (W)     SCALED    
 CZ1616* NAVD 88     -       487.33   (+/-2cm)    1598.8    (feet)  VERTCON   
 CZ1616  ___________________________________________________________________
 CZ1616  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1616
 CZ1616  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1616
 CZ1616.The horizontal coordinates were scaled from a topographic map and have
 CZ1616.an estimated accuracy of +/- 6 seconds.
 CZ1616
 CZ1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1616.The vertical order pertains to the NGVD 29 superseded value.
 CZ1616
 CZ1616.The geoid height was determined by GEOID03.
 CZ1616
 CZ1616;                    North         East    Units  Estimated Accuracy
 CZ1616;SPC AZ C     -   190,840.      251,430.      MT  (+/- 180 meters Scaled)
 CZ1616
 CZ1616                          SUPERSEDED SURVEY CONTROL
 CZ1616
 CZ1616  NGVD 29 (??/??/92)  486.771  (m)         1597.01   (f) ADJ UNCH    1 2
 CZ1616
 CZ1616.Superseded values are not recommended for survey control.
 CZ1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1616.See file dsdata.txt to determine how the superseded data were derived.
 CZ1616
 CZ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521204(NAD 83)
 CZ1616_MARKER: DD = SURVEY DISK
 CZ1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1616_SP_SET: CURBING
 CZ1616_STAMPING: P M BM 1400 - 78
 CZ1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1616
 CZ1616  HISTORY     - Date     Condition        Report By
 CZ1616  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1616  HISTORY     - 1975     GOOD             AZDT
 CZ1616
 CZ1616                          STATION DESCRIPTION
 CZ1616
 CZ1616'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1616'1.2 MI NW FROM PICACHO.
 CZ1616'FROM THE MOST WESTERLY ACCESS UNDERPASS FOR THE TOWN OF PICACHO, WEST
 CZ1616'ON THE NORTH FRONTAGE ROAD FOR 0.1 MILES TO THE REST AREA AND TO THE
 CZ1616'STATION ON THE LEFT.  AT THE WEST END OF A REDWOOD FENCE BETWEEN THE
 CZ1616'FRONTAGE ROAD AND THE ROAD ALONG THE SOUTH SIDE OF THE REST AREA PARK.
 CZ1616'40 FT. SOUTH OF A 20 IN. MEXICAN PALO VERDE TREE.  CEMENTED TO A
 CZ1616'CONCRETE CURBING.  I-10.  MP. 211.2.  L. 300 FT. AN ADOT ALUMINUM CAP
 CZ1616'CEMENTED TO A CONCRETE CURBING.  NOTE-- TAKE OFF POINT IS EAST
 CZ1616'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1727 ***********************************************************************
 DU1727  DESIGNATION -  1400 8
 DU1727  PID         -  DU1727
 DU1727  STATE/COUNTY-  AZ/MARICOPA
 DU1727  USGS QUAD   -  TEMPE (1982)
 DU1727
 DU1727                         *CURRENT SURVEY CONTROL
 DU1727  ___________________________________________________________________
 DU1727* NAD 83(1986)-  33 24 37.     (N)    111 59 55.     (W)     SCALED    
 DU1727* NAVD 88     -       343.886  (meters)    1128.23   (feet)  ADJUSTED  
 DU1727  ___________________________________________________________________
 DU1727  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1727  DYNAMIC HT  -         343.491 (meters)    1126.94  (feet)  COMP
 DU1727  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 DU1727
 DU1727  VERT ORDER  -  SECOND    CLASS I
 DU1727
 DU1727.The horizontal coordinates were scaled from a topographic map and have
 DU1727.an estimated accuracy of +/- 6 seconds.
 DU1727
 DU1727.The orthometric height was determined by differential leveling
 DU1727.and adjusted by the National Geodetic Survey in November 1993..
 DU1727
 DU1727.The geoid height was determined by GEOID03.
 DU1727
 DU1727.The dynamic height is computed by dividing the NAVD 88
 DU1727.geopotential number by the normal gravity value computed on the
 DU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1727.degrees latitude (g = 980.6199 gals.).
 DU1727
 DU1727.The modeled gravity was interpolated from observed gravity values.
 DU1727
 DU1727;                    North         East    Units  Estimated Accuracy
 DU1727;SPC AZ C     -   267,250.      205,740.      MT  (+/- 180 meters Scaled)
 DU1727
 DU1727                          SUPERSEDED SURVEY CONTROL
 DU1727
 DU1727.No superseded survey control is available for this station.
 DU1727
 DU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB071972(NAD 83)
 DU1727_MARKER: DB = BENCH MARK DISK
 DU1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1727_SP_SET: CONCRETE LIGHT POLE BASE
 DU1727_STAMPING: 1400-8 1979
 DU1727_MARK LOGO: AZDT  
 DU1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1727
 DU1727  HISTORY     - Date     Condition        Report By
 DU1727  HISTORY     - 1979     MONUMENTED       AZDT
 DU1727
 DU1727                          STATION DESCRIPTION
 DU1727
 DU1727'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1727'IN TEMPE.
 DU1727'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1727'INTERSTATE 10 FOR 1.68 MI (2.70 KM) TO 40TH STREET AND THE MARK ON THE
 DU1727'RIGHT, 250 FT (76.2 METERS) WEST OF 40TH STREET OVERPASS, 38.6 FT
 DU1727'(11.76 METERS) NORTH OF NORTH EDGE OF WESTBOUND CONCRETE PAVEMENT.
 DU1727'24.6 FT (7.50 METERS) NORTH OF MILE POST 152, A STANDARD AZDT ALUMINUM
 DU1727'CAP EXPOXIED ON THE CONCRETE BASE OF A 10-INCH LIGHTPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1521 ***********************************************************************
 CZ1521  DESIGNATION -  1400 80
 CZ1521  PID         -  CZ1521
 CZ1521  STATE/COUNTY-  AZ/PINAL
 CZ1521  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1521
 CZ1521                         *CURRENT SURVEY CONTROL
 CZ1521  ___________________________________________________________________
 CZ1521* NAD 83(1986)-  32 41 42.     (N)    111 28 06.     (W)     SCALED    
 CZ1521* NAVD 88     -       504.99   (+/-2cm)    1656.8    (feet)  VERTCON   
 CZ1521  ___________________________________________________________________
 CZ1521  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ1521
 CZ1521  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1521
 CZ1521.The horizontal coordinates were scaled from a topographic map and have
 CZ1521.an estimated accuracy of +/- 6 seconds.
 CZ1521
 CZ1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1521.The vertical order pertains to the NGVD 29 superseded value.
 CZ1521
 CZ1521.The geoid height was determined by GEOID03.
 CZ1521
 CZ1521;                    North         East    Units  Estimated Accuracy
 CZ1521;SPC AZ C     -   188,020.      255,400.      MT  (+/- 180 meters Scaled)
 CZ1521
 CZ1521                          SUPERSEDED SURVEY CONTROL
 CZ1521
 CZ1521  NGVD 29 (??/??/92)  504.420  (m)         1654.92   (f) ADJ UNCH    1 2
 CZ1521
 CZ1521.Superseded values are not recommended for survey control.
 CZ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1521.See file dsdata.txt to determine how the superseded data were derived.
 CZ1521
 CZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB561175(NAD 83)
 CZ1521_MARKER: DD = SURVEY DISK
 CZ1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1521_SP_SET: ALUMINUM COLLAR
 CZ1521_STAMPING: PM BM 1400 - 80
 CZ1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1521
 CZ1521  HISTORY     - Date     Condition        Report By
 CZ1521  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1521  HISTORY     - 1975     GOOD             AZDT
 CZ1521
 CZ1521                          STATION DESCRIPTION
 CZ1521
 CZ1521'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1521'1.6 MI SE FROM PICACHO.
 CZ1521'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1521'THE STATION ON THE RIGHT.  0.5 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1521'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1521'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1523 ***********************************************************************
 CZ1523  DESIGNATION -  1400 80 A
 CZ1523  PID         -  CZ1523
 CZ1523  STATE/COUNTY-  AZ/PINAL
 CZ1523  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1523
 CZ1523                         *CURRENT SURVEY CONTROL
 CZ1523  ___________________________________________________________________
 CZ1523* NAD 83(1986)-  32 41 32.     (N)    111 27 42.     (W)     SCALED    
 CZ1523* NAVD 88     -       509.77   (+/-2cm)    1672.5    (feet)  VERTCON   
 CZ1523  ___________________________________________________________________
 CZ1523  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ1523
 CZ1523  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1523
 CZ1523.The horizontal coordinates were scaled from a topographic map and have
 CZ1523.an estimated accuracy of +/- 6 seconds.
 CZ1523
 CZ1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1523.The vertical order pertains to the NGVD 29 superseded value.
 CZ1523
 CZ1523.The geoid height was determined by GEOID03.
 CZ1523
 CZ1523;                    North         East    Units  Estimated Accuracy
 CZ1523;SPC AZ C     -   187,710.      256,020.      MT  (+/- 180 meters Scaled)
 CZ1523
 CZ1523                          SUPERSEDED SURVEY CONTROL
 CZ1523
 CZ1523  NGVD 29 (??/??/92)  509.195  (m)         1670.58   (f) ADJ UNCH    1 2
 CZ1523
 CZ1523.Superseded values are not recommended for survey control.
 CZ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1523.See file dsdata.txt to determine how the superseded data were derived.
 CZ1523
 CZ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB567172(NAD 83)
 CZ1523_MARKER: DD = SURVEY DISK
 CZ1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1523_SP_SET: CULVERT
 CZ1523_STAMPING: PM BM 1400 - 80 A
 CZ1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1523
 CZ1523  HISTORY     - Date     Condition        Report By
 CZ1523  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1523  HISTORY     - 1975     GOOD             AZDT
 CZ1523
 CZ1523                          STATION DESCRIPTION
 CZ1523
 CZ1523'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1523'2.0 MI SE FROM PICACHO.
 CZ1523'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.8 MILES AND TO
 CZ1523'THE STATION.  35 FT. SOUTH OF THE INTERSTATE CENTERLINE.  ON THE NORTH
 CZ1523'EDGE OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN THE TOP AND
 CZ1523'CENTER OF A 6 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1532 ***********************************************************************
 CZ1532  DESIGNATION -  1400 81
 CZ1532  PID         -  CZ1532
 CZ1532  STATE/COUNTY-  AZ/PINAL
 CZ1532  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1532
 CZ1532                         *CURRENT SURVEY CONTROL
 CZ1532  ___________________________________________________________________
 CZ1532* NAD 83(1986)-  32 40 26.     (N)    111 26 00.     (W)     SCALED    
 CZ1532* NAVD 88     -       525.31   (+/-2cm)    1723.5    (feet)  VERTCON   
 CZ1532  ___________________________________________________________________
 CZ1532  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ1532
 CZ1532  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1532
 CZ1532.The horizontal coordinates were scaled from a topographic map and have
 CZ1532.an estimated accuracy of +/- 6 seconds.
 CZ1532
 CZ1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1532.The vertical order pertains to the NGVD 29 superseded value.
 CZ1532
 CZ1532.The geoid height was determined by GEOID03.
 CZ1532
 CZ1532;                    North         East    Units  Estimated Accuracy
 CZ1532;SPC AZ C     -   185,690.      258,690.      MT  (+/- 180 meters Scaled)
 CZ1532
 CZ1532                          SUPERSEDED SURVEY CONTROL
 CZ1532
 CZ1532  NGVD 29 (??/??/92)  524.726  (m)         1721.54   (f) ADJ UNCH    1 2
 CZ1532
 CZ1532.Superseded values are not recommended for survey control.
 CZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1532.See file dsdata.txt to determine how the superseded data were derived.
 CZ1532
 CZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB593152(NAD 83)
 CZ1532_MARKER: DD = SURVEY DISK
 CZ1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1532_STAMPING: 1400 - 81
 CZ1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1532+STABILITY: SURFACE MOTION
 CZ1532
 CZ1532  HISTORY     - Date     Condition        Report By
 CZ1532  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1532  HISTORY     - 1975     GOOD             AZDT
 CZ1532
 CZ1532                          STATION DESCRIPTION
 CZ1532
 CZ1532'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1532'4.45 MI SE FROM PICACHO.
 CZ1532'FROM MILEPOST 216, ON THE SOUTH FRONTAGE ROAD OF I-10, EAST FOR 0.8
 CZ1532'MILES AND TO THE STATION ON THE RIGHT AND SOUTH OF THE REST AREA.
 CZ1532'UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M SURVEY SIGN.  AT
 CZ1532'AN ANGLE POINT IN THE SOUTH R/W FENCE LINE SOUTH OF THE REST AREA. AN
 CZ1532'AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1533 ***********************************************************************
 CZ1533  DESIGNATION -  1400 82
 CZ1533  PID         -  CZ1533
 CZ1533  STATE/COUNTY-  AZ/PINAL
 CZ1533  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1533
 CZ1533                         *CURRENT SURVEY CONTROL
 CZ1533  ___________________________________________________________________
 CZ1533* NAD 83(1986)-  32 40 18.     (N)    111 25 46.     (W)     SCALED    
 CZ1533* NAVD 88     -       526.66   (+/-2cm)    1727.9    (feet)  VERTCON   
 CZ1533  ___________________________________________________________________
 CZ1533  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ1533
 CZ1533  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1533
 CZ1533.The horizontal coordinates were scaled from a topographic map and have
 CZ1533.an estimated accuracy of +/- 6 seconds.
 CZ1533
 CZ1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1533.The vertical order pertains to the NGVD 29 superseded value.
 CZ1533
 CZ1533.The geoid height was determined by GEOID03.
 CZ1533
 CZ1533;                    North         East    Units  Estimated Accuracy
 CZ1533;SPC AZ C     -   185,450.      259,060.      MT  (+/- 180 meters Scaled)
 CZ1533
 CZ1533                          SUPERSEDED SURVEY CONTROL
 CZ1533
 CZ1533  NGVD 29 (??/??/92)  526.078  (m)         1725.97   (f) ADJ UNCH    1 2
 CZ1533
 CZ1533.Superseded values are not recommended for survey control.
 CZ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1533.See file dsdata.txt to determine how the superseded data were derived.
 CZ1533
 CZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB597149(NAD 83)
 CZ1533_MARKER: DD = SURVEY DISK
 CZ1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1533_STAMPING: PM BM 1400 - 82
 CZ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1533+STABILITY: SURFACE MOTION
 CZ1533
 CZ1533  HISTORY     - Date     Condition        Report By
 CZ1533  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1533  HISTORY     - 1975     GOOD             AZDT
 CZ1533
 CZ1533                          STATION DESCRIPTION
 CZ1533
 CZ1533'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1533'4.6 MI SE FROM PICACHO.
 CZ1533'FROM THE WEST END OF THE REST AREA ON THE FRONTAGE ROAD OF I-10,
 CZ1533'MILEPOST 216.8, EAST ON THE FRONTAGE ROAD FOR 0.25 MILES AND TO THE
 CZ1533'STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P
 CZ1533'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AT AN ANGLE POINT IN
 CZ1533'THE SOUTH R/W FENCE LINE, SOUTH OF THE REST AREA.  AN AHD BRASS CAP,
 CZ1533'SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1535 ***********************************************************************
 CZ1535  DESIGNATION -  1400 82 A
 CZ1535  PID         -  CZ1535
 CZ1535  STATE/COUNTY-  AZ/PINAL
 CZ1535  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1535
 CZ1535                         *CURRENT SURVEY CONTROL
 CZ1535  ___________________________________________________________________
 CZ1535* NAD 83(1986)-  32 40 06.     (N)    111 25 28.     (W)     SCALED    
 CZ1535* NAVD 88     -       529.09   (+/-2cm)    1735.9    (feet)  VERTCON   
 CZ1535  ___________________________________________________________________
 CZ1535  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ1535
 CZ1535  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1535
 CZ1535.The horizontal coordinates were scaled from a topographic map and have
 CZ1535.an estimated accuracy of +/- 6 seconds.
 CZ1535
 CZ1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1535.The vertical order pertains to the NGVD 29 superseded value.
 CZ1535
 CZ1535.The geoid height was determined by GEOID03.
 CZ1535
 CZ1535;                    North         East    Units  Estimated Accuracy
 CZ1535;SPC AZ C     -   185,080.      259,530.      MT  (+/- 180 meters Scaled)
 CZ1535
 CZ1535                          SUPERSEDED SURVEY CONTROL
 CZ1535
 CZ1535  NGVD 29 (??/??/92)  528.506  (m)         1733.94   (f) ADJ UNCH    1 2
 CZ1535
 CZ1535.Superseded values are not recommended for survey control.
 CZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1535.See file dsdata.txt to determine how the superseded data were derived.
 CZ1535
 CZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB602145(NAD 83)
 CZ1535_MARKER: Z = SEE DESCRIPTION
 CZ1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1535_SP_SET: ALUMINUM COLLAR
 CZ1535_STAMPING: PM BM 1400 - 82 - A
 CZ1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1535
 CZ1535  HISTORY     - Date     Condition        Report By
 CZ1535  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1535  HISTORY     - 1975     GOOD             AZDT
 CZ1535
 CZ1535                          STATION DESCRIPTION
 CZ1535
 CZ1535'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1535'5.2 MI SE FROM PICACHO.
 CZ1535'FROM MILEPOST 217, I-10, EAST ON THE INTERSTATE FOR 0.45 MILES AND TO
 CZ1535'THE STATION ON THE RIGHT.  0.3 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1535'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1535'COLLAR, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1536 ***********************************************************************
 CZ1536  DESIGNATION -  1400 82 B
 CZ1536  PID         -  CZ1536
 CZ1536  STATE/COUNTY-  AZ/PINAL
 CZ1536  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1536
 CZ1536                         *CURRENT SURVEY CONTROL
 CZ1536  ___________________________________________________________________
 CZ1536* NAD 83(1986)-  32 40 00.     (N)    111 25 14.     (W)     SCALED    
 CZ1536* NAVD 88     -       530.29   (+/-2cm)    1739.8    (feet)  VERTCON   
 CZ1536  ___________________________________________________________________
 CZ1536  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1536
 CZ1536  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1536
 CZ1536.The horizontal coordinates were scaled from a topographic map and have
 CZ1536.an estimated accuracy of +/- 6 seconds.
 CZ1536
 CZ1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1536.The vertical order pertains to the NGVD 29 superseded value.
 CZ1536
 CZ1536.The geoid height was determined by GEOID03.
 CZ1536
 CZ1536;                    North         East    Units  Estimated Accuracy
 CZ1536;SPC AZ C     -   184,900.      259,890.      MT  (+/- 180 meters Scaled)
 CZ1536
 CZ1536                          SUPERSEDED SURVEY CONTROL
 CZ1536
 CZ1536  NGVD 29 (??/??/92)  529.708  (m)         1737.88   (f) ADJ UNCH    1 2
 CZ1536
 CZ1536.Superseded values are not recommended for survey control.
 CZ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1536.See file dsdata.txt to determine how the superseded data were derived.
 CZ1536
 CZ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605144(NAD 83)
 CZ1536_MARKER: Z = SEE DESCRIPTION
 CZ1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1536_SP_SET: ALUMINUM COLLAR
 CZ1536_STAMPING: PM BM 1400 - 82 - B
 CZ1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1536
 CZ1536  HISTORY     - Date     Condition        Report By
 CZ1536  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1536  HISTORY     - 1975     GOOD             AZDT
 CZ1536
 CZ1536                          STATION DESCRIPTION
 CZ1536
 CZ1536'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1536'5.6 MI SE FROM PICACHO.
 CZ1536'FROM MILEPOST 217, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1536'THE STATION ON THE RIGHT.  0.8 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1536'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1536'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1537 ***********************************************************************
 CZ1537  DESIGNATION -  1400 83
 CZ1537  PID         -  CZ1537
 CZ1537  STATE/COUNTY-  AZ/PINAL
 CZ1537  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1537
 CZ1537                         *CURRENT SURVEY CONTROL
 CZ1537  ___________________________________________________________________
 CZ1537* NAD 83(1986)-  32 39 48.     (N)    111 25 02.     (W)     SCALED    
 CZ1537* NAVD 88     -       533.71   (+/-2cm)    1751.0    (feet)  VERTCON   
 CZ1537  ___________________________________________________________________
 CZ1537  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1537
 CZ1537  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1537
 CZ1537.The horizontal coordinates were scaled from a topographic map and have
 CZ1537.an estimated accuracy of +/- 6 seconds.
 CZ1537
 CZ1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1537.The vertical order pertains to the NGVD 29 superseded value.
 CZ1537
 CZ1537.The geoid height was determined by GEOID03.
 CZ1537
 CZ1537;                    North         East    Units  Estimated Accuracy
 CZ1537;SPC AZ C     -   184,530.      260,210.      MT  (+/- 180 meters Scaled)
 CZ1537
 CZ1537                          SUPERSEDED SURVEY CONTROL
 CZ1537
 CZ1537  NGVD 29 (??/??/92)  533.122  (m)         1749.08   (f) ADJ UNCH    1 2
 CZ1537
 CZ1537.Superseded values are not recommended for survey control.
 CZ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1537.See file dsdata.txt to determine how the superseded data were derived.
 CZ1537
 CZ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608140(NAD 83)
 CZ1537_MARKER: DD = SURVEY DISK
 CZ1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1537_SP_SET: CULVERT
 CZ1537_STAMPING: PM BM 1400 - 83
 CZ1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1537
 CZ1537  HISTORY     - Date     Condition        Report By
 CZ1537  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1537  HISTORY     - 1975     GOOD             AZDT
 CZ1537
 CZ1537                          STATION DESCRIPTION
 CZ1537
 CZ1537'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1537'5.75 MI SE FROM PICACHO.
 CZ1537'AT MILEPOST 218.0.  ON A CULVERT SOUTH OF THE SOUTH FRONTAGE ROAD. AN
 CZ1537'ADOT ALUMINUM REFERENCE MARK BRASS CAP, CEMENTED TO THE TOP AND CENTER
 CZ1537'OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1539 ***********************************************************************
 CZ1539  DESIGNATION -  1400 84
 CZ1539  PID         -  CZ1539
 CZ1539  STATE/COUNTY-  AZ/PINAL
 CZ1539  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1539
 CZ1539                         *CURRENT SURVEY CONTROL
 CZ1539  ___________________________________________________________________
 CZ1539* NAD 83(1986)-  32 39 38.     (N)    111 24 44.     (W)     SCALED    
 CZ1539* NAVD 88     -       535.19   (+/-2cm)    1755.9    (feet)  VERTCON   
 CZ1539  ___________________________________________________________________
 CZ1539  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ1539
 CZ1539  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1539
 CZ1539.The horizontal coordinates were scaled from a topographic map and have
 CZ1539.an estimated accuracy of +/- 6 seconds.
 CZ1539
 CZ1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1539.The vertical order pertains to the NGVD 29 superseded value.
 CZ1539
 CZ1539.The geoid height was determined by GEOID03.
 CZ1539
 CZ1539;                    North         East    Units  Estimated Accuracy
 CZ1539;SPC AZ C     -   184,220.      260,680.      MT  (+/- 180 meters Scaled)
 CZ1539
 CZ1539                          SUPERSEDED SURVEY CONTROL
 CZ1539
 CZ1539  NGVD 29 (??/??/92)  534.599  (m)         1753.93   (f) ADJ UNCH    1 2
 CZ1539
 CZ1539.Superseded values are not recommended for survey control.
 CZ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1539.See file dsdata.txt to determine how the superseded data were derived.
 CZ1539
 CZ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB613137(NAD 83)
 CZ1539_MARKER: DD = SURVEY DISK
 CZ1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1539_SP_SET: HEADWALL
 CZ1539_STAMPING: PM BM 1400 - 84
 CZ1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1539
 CZ1539  HISTORY     - Date     Condition        Report By
 CZ1539  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1539  HISTORY     - 1975     GOOD             AZDT
 CZ1539
 CZ1539                          STATION DESCRIPTION
 CZ1539
 CZ1539'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1539'5.9 MI SE FROM PICACHO.
 CZ1539'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1539'THE STATION ON THE RIGHT.  ON THE TOP AND CENTER OF THE EAST HEADWALL
 CZ1539'OF A CATTLE GUARD.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS
 CZ1539'CAP, SET IN THE TOP AND CENTER OF THE HEADWALL OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1540 ***********************************************************************
 CZ1540  DESIGNATION -  1400 84 A
 CZ1540  PID         -  CZ1540
 CZ1540  STATE/COUNTY-  AZ/PINAL
 CZ1540  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1540
 CZ1540                         *CURRENT SURVEY CONTROL
 CZ1540  ___________________________________________________________________
 CZ1540* NAD 83(1986)-  32 39 24.     (N)    111 24 52.     (W)     SCALED    
 CZ1540* NAVD 88     -       545.86   (+/-2cm)    1790.9    (feet)  VERTCON   
 CZ1540  ___________________________________________________________________
 CZ1540  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ1540
 CZ1540  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1540
 CZ1540.The horizontal coordinates were scaled from a topographic map and have
 CZ1540.an estimated accuracy of +/- 6 seconds.
 CZ1540
 CZ1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1540.The vertical order pertains to the NGVD 29 superseded value.
 CZ1540
 CZ1540.The geoid height was determined by GEOID03.
 CZ1540
 CZ1540;                    North         East    Units  Estimated Accuracy
 CZ1540;SPC AZ C     -   183,790.      260,470.      MT  (+/- 180 meters Scaled)
 CZ1540
 CZ1540                          SUPERSEDED SURVEY CONTROL
 CZ1540
 CZ1540  NGVD 29 (??/??/92)  545.275  (m)         1788.96   (f) ADJ UNCH    1 2
 CZ1540
 CZ1540.Superseded values are not recommended for survey control.
 CZ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1540.See file dsdata.txt to determine how the superseded data were derived.
 CZ1540
 CZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611133(NAD 83)
 CZ1540_MARKER: DD = SURVEY DISK
 CZ1540_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1540_SP_SET: OUTCROP
 CZ1540_STAMPING: PM BM 1400 - 84 A
 CZ1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1540+STABILITY: POSITION/ELEVATION WELL
 CZ1540
 CZ1540  HISTORY     - Date     Condition        Report By
 CZ1540  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1540  HISTORY     - 1975     GOOD             AZDT
 CZ1540
 CZ1540                          STATION DESCRIPTION
 CZ1540
 CZ1540'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1540'6.25 MI SE FROM PICACHO.
 CZ1540'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.15 MILES, THENCE
 CZ1540'RIGHT ACROSS A CATTLE GUARD TO THE EAST END OF A DARK BASALT BUTTE, A
 CZ1540'DISTANCE OF 0.35 MILES.  ABOUT 350 FT. WEST OF THE EAST END OF THE
 CZ1540'BUTTE.  ON THE NORTH FACE ABOUT 6 FT. ABOVE THE PLAIN WHICH SLOPES
 CZ1540'NORTH TO THE HIGHWAY.  MARKED BY A P AND M SURVEY SIGN.  AN ADOT
 CZ1540'ALUMINUM REFERENCE MARK, CEMENTED TO A BASALTIC OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1457 ***********************************************************************
 CZ1457  DESIGNATION -  1400 84 B
 CZ1457  PID         -  CZ1457
 CZ1457  STATE/COUNTY-  AZ/PINAL
 CZ1457  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1457
 CZ1457                         *CURRENT SURVEY CONTROL
 CZ1457  ___________________________________________________________________
 CZ1457* NAD 83(1986)-  32 39 26.     (N)    111 25 02.     (W)     SCALED    
 CZ1457* NAVD 88     -       540.850  (meters)    1774.44   (feet)  ADJUSTED  
 CZ1457  ___________________________________________________________________
 CZ1457  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1457  DYNAMIC HT  -         540.160 (meters)    1772.17  (feet)  COMP
 CZ1457  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 CZ1457
 CZ1457  VERT ORDER  -  FIRST     CLASS II
 CZ1457
 CZ1457.The horizontal coordinates were scaled from a topographic map and have
 CZ1457.an estimated accuracy of +/- 6 seconds.
 CZ1457
 CZ1457.The orthometric height was determined by differential leveling
 CZ1457.and adjusted by the National Geodetic Survey in June 1991..
 CZ1457
 CZ1457.The geoid height was determined by GEOID03.
 CZ1457
 CZ1457.The dynamic height is computed by dividing the NAVD 88
 CZ1457.geopotential number by the normal gravity value computed on the
 CZ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1457.degrees latitude (g = 980.6199 gals.).
 CZ1457
 CZ1457.The modeled gravity was interpolated from observed gravity values.
 CZ1457
 CZ1457;                    North         East    Units  Estimated Accuracy
 CZ1457;SPC AZ C     -   183,850.      260,210.      MT  (+/- 180 meters Scaled)
 CZ1457
 CZ1457                          SUPERSEDED SURVEY CONTROL
 CZ1457
 CZ1457  NGVD 29 (??/??/92)  540.247  (m)         1772.46   (f) ADJ UNCH    1 2
 CZ1457
 CZ1457.Superseded values are not recommended for survey control.
 CZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1457.See file dsdata.txt to determine how the superseded data were derived.
 CZ1457
 CZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608133(NAD 83)
 CZ1457_MARKER: DD = SURVEY DISK
 CZ1457_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1457_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1457_STAMPING: P AND M BM 1400-84-B 1975
 CZ1457_MARK LOGO: AZDT  
 CZ1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1457+STABILITY: POSITION/ELEVATION WELL
 CZ1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1457+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1457
 CZ1457  HISTORY     - Date     Condition        Report By
 CZ1457  HISTORY     - 1975     MONUMENTED       AZHD
 CZ1457  HISTORY     - 1980     GOOD             NGS
 CZ1457  HISTORY     - 1984     GOOD             NGS
 CZ1457  HISTORY     - 19911205 GOOD             NGS
 CZ1457
 CZ1457                          STATION DESCRIPTION
 CZ1457
 CZ1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1457'41.0 KM SE FROM CASA GRANDE.
 CZ1457'THE MARK IS 6 M ABOVE THE TRACK ROAD.
 CZ1457'40.2 KILOMETERS (25.0 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1457'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.8 KILOMETER
 CZ1457'(0.5 MILE) SOUTHWEST ALONG A TRACK ROAD
 CZ1457'IN TOP OF A 4.5- BY 7.3-METER FLAT OUTCROP WITH FOUR INDIAN GRINDING
 CZ1457'HOLES, 28.7 METERS (94 FEET) SOUTHEAST OF THE CENTERLINE OF A TRACK
 CZ1457'ROAD, 14.5 METERS (48 FEET) NORTH OF AND 3 METERS (10 FEET) LOWER THAN
 CZ1457'A TRIANGLE-SHAPED CAVE, 4.9 METERS (16 FEET) NORTHWEST OF THE
 CZ1457'NORTHWEST POINT OF A BOULDER WITH A VERTICAL HOLE, 1.4 METERS (4.6
 CZ1457'FEET) SOUTH OF THE NORTH END OF THE OUTCROP AND 1 METER (3 FEET)
 CZ1457'ABOVE THE GROUND.
 CZ1457
 CZ1457                          STATION RECOVERY (1984)
 CZ1457
 CZ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1457'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 CZ1457'OUTCROP HAS SIX INDIAN GRINDING HOLES INSTEAD OF FOUR AND ADD--15.2
 CZ1457'CENTIMETERS (6 IN) NORTH OF A INDIAN GRINDING HOLE.
 CZ1457
 CZ1457                          STATION RECOVERY (1991)
 CZ1457
 CZ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1457'0.2 KM (0.10 MI) SOUTHERLY ALONG PICACHO BOULEVARD FROM THE POST
 CZ1457'OFFICE IN PICACHO, THENCE 9.8 KM (6.10 MI) SOUTHEASTERLY ALONG A
 CZ1457'PAVED FRONTAGE ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG A
 CZ1457'TRACK ROAD, NEAR THE NORTH END OF A 15 BY 25-FOOT AREA OF OUTCROPPING
 CZ1457'BEDROCK, 28.7 M (94.2 FT) SOUTHEAST OF THE ROAD CENTER, 28.3 M (92.8
 CZ1457'FT) EAST OF THE CENTER OF A GATE IN A FENCE LINE, 14.5 M (47.6 FT)
 CZ1457'NORTH OF THE CENTER OF A TRIANGLE SHAPED CAVE, 1.5 M (4.9 FT) ABOVE
 CZ1457'THE LEVEL OF THE ROAD, AND 1.4 M (4.6 FT) SOUTH OF THE NORTH END OF
 CZ1457'THE OUTCROP.  NOTE--THE DISK HAS BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1541 ***********************************************************************
 CZ1541  DESIGNATION -  1400 85
 CZ1541  PID         -  CZ1541
 CZ1541  STATE/COUNTY-  AZ/PINAL
 CZ1541  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1541
 CZ1541                         *CURRENT SURVEY CONTROL
 CZ1541  ___________________________________________________________________
 CZ1541* NAD 83(1986)-  32 39 32.     (N)    111 24 38.     (W)     SCALED    
 CZ1541* NAVD 88     -       536.23   (+/-2cm)    1759.3    (feet)  VERTCON   
 CZ1541  ___________________________________________________________________
 CZ1541  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1541
 CZ1541  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1541
 CZ1541.The horizontal coordinates were scaled from a topographic map and have
 CZ1541.an estimated accuracy of +/- 6 seconds.
 CZ1541
 CZ1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1541.The vertical order pertains to the NGVD 29 superseded value.
 CZ1541
 CZ1541.The geoid height was determined by GEOID03.
 CZ1541
 CZ1541;                    North         East    Units  Estimated Accuracy
 CZ1541;SPC AZ C     -   184,040.      260,830.      MT  (+/- 180 meters Scaled)
 CZ1541
 CZ1541                          SUPERSEDED SURVEY CONTROL
 CZ1541
 CZ1541  NGVD 29 (??/??/92)  535.642  (m)         1757.35   (f) ADJ UNCH    1 2
 CZ1541
 CZ1541.Superseded values are not recommended for survey control.
 CZ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1541.See file dsdata.txt to determine how the superseded data were derived.
 CZ1541
 CZ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB615135(NAD 83)
 CZ1541_MARKER: DD = SURVEY DISK
 CZ1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1541_SP_SET: CULVERT
 CZ1541_STAMPING: PM BM 1400 - 85
 CZ1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1541
 CZ1541  HISTORY     - Date     Condition        Report By
 CZ1541  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1541  HISTORY     - 1975     GOOD             AZDT
 CZ1541
 CZ1541                          STATION DESCRIPTION
 CZ1541
 CZ1541'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1541'5.95 MI SE FROM PICACHO.
 CZ1541'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1541'THE STATION ON THE RIGHT.  ON THE NORTH SIDE OF THE SOUTH FRONTAGE
 CZ1541'ROAD.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN THE
 CZ1541'TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1543 ***********************************************************************
 CZ1543  DESIGNATION -  1400 86
 CZ1543  PID         -  CZ1543
 CZ1543  STATE/COUNTY-  AZ/PINAL
 CZ1543  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1543
 CZ1543                         *CURRENT SURVEY CONTROL
 CZ1543  ___________________________________________________________________
 CZ1543* NAD 83(1986)-  32 39 22.     (N)    111 24 24.     (W)     SCALED    
 CZ1543* NAVD 88     -       539.15   (+/-2cm)    1768.9    (feet)  VERTCON   
 CZ1543  ___________________________________________________________________
 CZ1543  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1543
 CZ1543  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1543
 CZ1543.The horizontal coordinates were scaled from a topographic map and have
 CZ1543.an estimated accuracy of +/- 6 seconds.
 CZ1543
 CZ1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1543.The vertical order pertains to the NGVD 29 superseded value.
 CZ1543
 CZ1543.The geoid height was determined by GEOID03.
 CZ1543
 CZ1543;                    North         East    Units  Estimated Accuracy
 CZ1543;SPC AZ C     -   183,730.      261,200.      MT  (+/- 180 meters Scaled)
 CZ1543
 CZ1543                          SUPERSEDED SURVEY CONTROL
 CZ1543
 CZ1543  NGVD 29 (??/??/92)  538.558  (m)         1766.92   (f) ADJ UNCH    1 2
 CZ1543
 CZ1543.Superseded values are not recommended for survey control.
 CZ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1543.See file dsdata.txt to determine how the superseded data were derived.
 CZ1543
 CZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB618132(NAD 83)
 CZ1543_MARKER: DD = SURVEY DISK
 CZ1543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1543_SP_SET: CULVERT
 CZ1543_STAMPING: PM BM 1400 - 86
 CZ1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1543
 CZ1543  HISTORY     - Date     Condition        Report By
 CZ1543  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1543  HISTORY     - 1975     GOOD             AZDT
 CZ1543
 CZ1543                          STATION DESCRIPTION
 CZ1543
 CZ1543'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1543'6.35 MI SE FROM PICACHO.
 CZ1543'FROM MILEPOST 219, I-10, WEST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1543'THE STATION ON THE LEFT.  ON THE NORTH SIDE OF THE EAST BOUND LANE.
 CZ1543'ABOUT 30 FT. SOUTH OF THE INTERSTATE CENTERLINE.  AN AHD BRASS CAP,
 CZ1543'SET ON THE TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1545 ***********************************************************************
 CZ1545  DESIGNATION -  1400 87
 CZ1545  PID         -  CZ1545
 CZ1545  STATE/COUNTY-  AZ/PINAL
 CZ1545  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1545
 CZ1545                         *CURRENT SURVEY CONTROL
 CZ1545  ___________________________________________________________________
 CZ1545* NAD 83(1986)-  32 38 50.     (N)    111 23 30.     (W)     SCALED    
 CZ1545* NAVD 88     -       544.01   (+/-2cm)    1784.8    (feet)  VERTCON   
 CZ1545  ___________________________________________________________________
 CZ1545  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ1545
 CZ1545  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1545
 CZ1545.The horizontal coordinates were scaled from a topographic map and have
 CZ1545.an estimated accuracy of +/- 6 seconds.
 CZ1545
 CZ1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1545.The vertical order pertains to the NGVD 29 superseded value.
 CZ1545
 CZ1545.The geoid height was determined by GEOID03.
 CZ1545
 CZ1545;                    North         East    Units  Estimated Accuracy
 CZ1545;SPC AZ C     -   182,750.      262,610.      MT  (+/- 180 meters Scaled)
 CZ1545
 CZ1545                          SUPERSEDED SURVEY CONTROL
 CZ1545
 CZ1545  NGVD 29 (??/??/92)  543.439  (m)         1782.93   (f) ADJ UNCH    1 2
 CZ1545
 CZ1545.Superseded values are not recommended for survey control.
 CZ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1545.See file dsdata.txt to determine how the superseded data were derived.
 CZ1545
 CZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB632122(NAD 83)
 CZ1545_MARKER: DD = SURVEY DISK
 CZ1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1545_SP_SET: CULVERT
 CZ1545_STAMPING: PM BM 1400 - 87
 CZ1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1545
 CZ1545  HISTORY     - Date     Condition        Report By
 CZ1545  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1545  HISTORY     - 1975     GOOD             AZDT
 CZ1545  HISTORY     - 20040514 MARK NOT FOUND   NGS
 CZ1545
 CZ1545                          STATION DESCRIPTION
 CZ1545
 CZ1545'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1545'7.47 MI SE FROM PICACHO.
 CZ1545'FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10, NORTH ON THE
 CZ1545'UNDERPASS ROAD FOR 0.1 MILES AND TO THE STATION ON THE RIGHT. ABOUT
 CZ1545'0.3 FT. ABOVE THE ROAD.  15 FT. EAST OF THE CENTERLINE OF THE ROAD
 CZ1545'NORTH.  90 FT. SOUTH OF A T JUNCTION OF THE ROAD NORTH AND ONE EAST
 CZ1545'AND WEST.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 12 FT.
 CZ1545'CULVERT.
 CZ1545
 CZ1545                          STATION RECOVERY (2004)
 CZ1545
 CZ1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1651 ***********************************************************************
 DV1651  DESIGNATION -  1400 9
 DV1651  PID         -  DV1651
 DV1651  STATE/COUNTY-  AZ/MARICOPA
 DV1651  USGS QUAD   -  PHOENIX (1982)
 DV1651
 DV1651                         *CURRENT SURVEY CONTROL
 DV1651  ___________________________________________________________________
 DV1651* NAD 83(1986)-  33 24 39.     (N)    112 00 25.     (W)     SCALED    
 DV1651* NAVD 88     -       340.343  (meters)    1116.61   (feet)  ADJUSTED  
 DV1651  ___________________________________________________________________
 DV1651  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1651  DYNAMIC HT  -         339.952 (meters)    1115.33  (feet)  COMP
 DV1651  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DV1651
 DV1651  VERT ORDER  -  SECOND    CLASS I
 DV1651
 DV1651.The horizontal coordinates were scaled from a topographic map and have
 DV1651.an estimated accuracy of +/- 6 seconds.
 DV1651
 DV1651.The orthometric height was determined by differential leveling
 DV1651.and adjusted by the National Geodetic Survey in November 1993..
 DV1651
 DV1651.The geoid height was determined by GEOID03.
 DV1651
 DV1651.The dynamic height is computed by dividing the NAVD 88
 DV1651.geopotential number by the normal gravity value computed on the
 DV1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1651.degrees latitude (g = 980.6199 gals.).
 DV1651
 DV1651.The modeled gravity was interpolated from observed gravity values.
 DV1651
 DV1651;                    North         East    Units  Estimated Accuracy
 DV1651;SPC AZ C     -   267,320.      204,960.      MT  (+/- 180 meters Scaled)
 DV1651
 DV1651                          SUPERSEDED SURVEY CONTROL
 DV1651
 DV1651.No superseded survey control is available for this station.
 DV1651
 DV1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063972(NAD 83)
 DV1651_MARKER: DB = BENCH MARK DISK
 DV1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1651_SP_SET: CONCRETE BASE OF LIGHTPOLE
 DV1651_STAMPING: 1400-9
 DV1651_MARK LOGO: AZDT  
 DV1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1651
 DV1651  HISTORY     - Date     Condition        Report By
 DV1651  HISTORY     - 1979     MONUMENTED       AZDT
 DV1651
 DV1651                          STATION DESCRIPTION
 DV1651
 DV1651'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1651'IN TEMPE.
 DV1651'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1651'INTERSTATE 10 FOR 2.24 MI (3.61 KM) TO A LARGE OVERHEAD SIGN IN THE
 DV1651'EAST BOUND THAT READS (EXIT 151 40TH STREET NEXT RIGHT) AND THE MARK
 DV1651'ON THE RIGHT, 25 FT (7.62 METERS) SOUTH OF WESTBOUND RIGHT-OF-WAY
 DV1651'FENCE, 60 FT (18.28 METERS) NORTH OF NORTH EDGE OF WESTBOUND CONCRETE,
 DV1651'A STANDARD AZDT ALUMINUM CAP EPOXIED ON THE CONCRETE BASE OF A 10-INCH
 DV1651'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1741 ***********************************************************************
 DU1741  DESIGNATION -  1400 A
 DU1741  PID         -  DU1741
 DU1741  STATE/COUNTY-  AZ/MARICOPA
 DU1741  USGS QUAD   -  TEMPE (1982)
 DU1741
 DU1741                         *CURRENT SURVEY CONTROL
 DU1741  ___________________________________________________________________
 DU1741* NAD 83(1986)-  33 29 30.     (N)    111 56 40.     (W)     SCALED    
 DU1741* NAVD 88     -       389.099  (meters)    1276.57   (feet)  ADJUSTED  
 DU1741  ___________________________________________________________________
 DU1741  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1741  DYNAMIC HT  -         388.645 (meters)    1275.08  (feet)  COMP
 DU1741  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DU1741
 DU1741  VERT ORDER  -  SECOND    CLASS I
 DU1741
 DU1741.The horizontal coordinates were scaled from a topographic map and have
 DU1741.an estimated accuracy of +/- 6 seconds.
 DU1741
 DU1741.The orthometric height was determined by differential leveling
 DU1741.and adjusted by the National Geodetic Survey in November 1993..
 DU1741
 DU1741.The geoid height was determined by GEOID03.
 DU1741
 DU1741.The dynamic height is computed by dividing the NAVD 88
 DU1741.geopotential number by the normal gravity value computed on the
 DU1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1741.degrees latitude (g = 980.6199 gals.).
 DU1741
 DU1741.The modeled gravity was interpolated from observed gravity values.
 DU1741
 DU1741;                    North         East    Units  Estimated Accuracy
 DU1741;SPC AZ C     -   276,280.      210,780.      MT  (+/- 180 meters Scaled)
 DU1741
 DU1741                          SUPERSEDED SURVEY CONTROL
 DU1741
 DU1741.No superseded survey control is available for this station.
 DU1741
 DU1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122061(NAD 83)
 DU1741_MARKER: DB = BENCH MARK DISK
 DU1741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1741_SP_SET: CONCRETE BRIDGE
 DU1741_STAMPING: 1400-A
 DU1741_MARK LOGO: AZDT  
 DU1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1741+STABILITY: SURFACE MOTION
 DU1741
 DU1741  HISTORY     - Date     Condition        Report By
 DU1741  HISTORY     - 1982     MONUMENTED       AZDT
 DU1741  HISTORY     - 19950415 GOOD             USPSQD
 DU1741  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DU1741
 DU1741                          STATION DESCRIPTION
 DU1741
 DU1741'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1741'IN PHOENIX.
 DU1741'IN PHOENIX, FROM 64TH STREET AND EAST MCDOWELL TRAVEL NORTH ALONG
 DU1741'MCDOWELL FOR 1.68 MI (2.71 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DU1741'THE SOUTHWEST CORNER, THIS IS ALSO THE INTERSECTION OF THE CROSS CUT
 DU1741'CANAL AND THE ARIZONA CANAL, 18 FT (5.49 METERS) WEST OF THE
 DU1741'CENTERLINE OF THE CROSSCUT CANAL, 86.0 FT (26.21 METERS) WEST OF
 DU1741'CENTERLINE OF 64TH STREET, 44.2 FT (13.47 METERS) SOUTH OF INDIAN
 DU1741'SCHOOL ROAD, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON THE SOUTHWEST
 DU1741'CORNER OF THE CROSSCUT CANAL BRIDGE, FROM 48TH STREET AND INDIAN
 DU1741'SCHOOL TRAVEL EAST ALONG INDIAN SCHOOL ROAD FOR 2.21 MI (3.56 KM) TO
 DU1741'64TH STREET AND THE MARK.
 DU1741
 DU1741                          STATION RECOVERY (1995)
 DU1741
 DU1741'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1741'RECOVERED IN GOOD CONDITION.
 DU1741
 DU1741                          STATION RECOVERY (2006)
 DU1741
 DU1741'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1741'THE BRIDGE HAS BEEN REBUILT SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1742 ***********************************************************************
 DU1742  DESIGNATION -  1400 B
 DU1742  PID         -  DU1742
 DU1742  STATE/COUNTY-  AZ/MARICOPA
 DU1742  USGS QUAD   -  TEMPE (1982)
 DU1742
 DU1742                         *CURRENT SURVEY CONTROL
 DU1742  ___________________________________________________________________
 DU1742* NAD 83(1986)-  33 29 23.     (N)    111 57 43.     (W)     SCALED    
 DU1742* NAVD 88     -       383.459  (meters)    1258.07   (feet)  ADJUSTED  
 DU1742  ___________________________________________________________________
 DU1742  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1742  DYNAMIC HT  -         383.012 (meters)    1256.60  (feet)  COMP
 DU1742  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DU1742
 DU1742  VERT ORDER  -  SECOND    CLASS I
 DU1742
 DU1742.The horizontal coordinates were scaled from a topographic map and have
 DU1742.an estimated accuracy of +/- 6 seconds.
 DU1742
 DU1742.The orthometric height was determined by differential leveling
 DU1742.and adjusted by the National Geodetic Survey in November 1993..
 DU1742
 DU1742.The geoid height was determined by GEOID03.
 DU1742
 DU1742.The dynamic height is computed by dividing the NAVD 88
 DU1742.geopotential number by the normal gravity value computed on the
 DU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1742.degrees latitude (g = 980.6199 gals.).
 DU1742
 DU1742.The modeled gravity was interpolated from observed gravity values.
 DU1742
 DU1742;                    North         East    Units  Estimated Accuracy
 DU1742;SPC AZ C     -   276,060.      209,150.      MT  (+/- 180 meters Scaled)
 DU1742
 DU1742                          SUPERSEDED SURVEY CONTROL
 DU1742
 DU1742.No superseded survey control is available for this station.
 DU1742
 DU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC106059(NAD 83)
 DU1742_MARKER: DB = BENCH MARK DISK
 DU1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1742_SP_SET: CONCRETE WING WALL
 DU1742_STAMPING: 1400-B
 DU1742_MARK LOGO: AZ-013
 DU1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1742+STABILITY: SURFACE MOTION
 DU1742
 DU1742  HISTORY     - Date     Condition        Report By
 DU1742  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1742  HISTORY     - 1982     GOOD             AZDT
 DU1742  HISTORY     - 19950415 GOOD             USPSQD
 DU1742
 DU1742                          STATION DESCRIPTION
 DU1742
 DU1742'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1742'IN PHOENIX.
 DU1742'IN PHOENIX, FROM THE INTERSECTION OF 48TH STREET AND INDIAN SCHOOL
 DU1742'ROAD TRAVEL EAST ALONG INDIAN SCHOOL FOR 1.09 MI (1.76 KM) TO 56TH
 DU1742'STREET AND THE BRIDGE OVER THE ARIZONA CANAL, A  4-INCH (10.2CM)
 DU1742'BRASS CAP SET IN THE NORTHEAST WINGWALL, 145 FT (44.2 METERS) NORTH
 DU1742'OF THE CENTERLINE OF INDIAN SCHOOL, 38 FT (11.58 METERS) EAST OF
 DU1742'PAINTED CENTERLINE OF 56TH STREET, 5.1 FT (1.55 METERS) NORTHEAST OF
 DU1742'NORTHEAST CORNER OF EAST SIDEWALK.
 DU1742
 DU1742                          STATION RECOVERY (1995)
 DU1742
 DU1742'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1743 ***********************************************************************
 DU1743  DESIGNATION -  1400 C
 DU1743  PID         -  DU1743
 DU1743  STATE/COUNTY-  AZ/MARICOPA
 DU1743  USGS QUAD   -  TEMPE (1982)
 DU1743
 DU1743                         *CURRENT SURVEY CONTROL
 DU1743  ___________________________________________________________________
 DU1743* NAD 83(1986)-  33 29 47.     (N)    111 58 41.     (W)     SCALED    
 DU1743* NAVD 88     -       382.075  (meters)    1253.52   (feet)  ADJUSTED  
 DU1743  ___________________________________________________________________
 DU1743  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1743  DYNAMIC HT  -         381.629 (meters)    1252.06  (feet)  COMP
 DU1743  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DU1743
 DU1743  VERT ORDER  -  SECOND    CLASS I
 DU1743
 DU1743.The horizontal coordinates were scaled from a topographic map and have
 DU1743.an estimated accuracy of +/- 6 seconds.
 DU1743
 DU1743.The orthometric height was determined by differential leveling
 DU1743.and adjusted by the National Geodetic Survey in November 1993..
 DU1743
 DU1743.The geoid height was determined by GEOID03.
 DU1743
 DU1743.The dynamic height is computed by dividing the NAVD 88
 DU1743.geopotential number by the normal gravity value computed on the
 DU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1743.degrees latitude (g = 980.6199 gals.).
 DU1743
 DU1743.The modeled gravity was interpolated from observed gravity values.
 DU1743
 DU1743;                    North         East    Units  Estimated Accuracy
 DU1743;SPC AZ C     -   276,800.      207,660.      MT  (+/- 180 meters Scaled)
 DU1743
 DU1743                          SUPERSEDED SURVEY CONTROL
 DU1743
 DU1743.No superseded survey control is available for this station.
 DU1743
 DU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091067(NAD 83)
 DU1743_MARKER: DB = BENCH MARK DISK
 DU1743_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1743_SP_SET: CONCRETE HEADGATE
 DU1743_STAMPING: 1400-C
 DU1743_MARK LOGO: BOR   
 DU1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1743+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU1743
 DU1743  HISTORY     - Date     Condition        Report By
 DU1743  HISTORY     - UNK      MONUMENTED       BOR
 DU1743  HISTORY     - 1982     GOOD             AZDT
 DU1743  HISTORY     - 19950415 GOOD             USPSQD
 DU1743  HISTORY     - 20060827 GOOD             GEOCAC
 DU1743
 DU1743                          STATION DESCRIPTION
 DU1743
 DU1743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1743'IN PHOENIX.
 DU1743'IN PHOENIX, FROM INDIAN SCHOOL ROAD AND 48TH STREET TRAVEL NORTH ALONG
 DU1743'48TH STREET FOR 0.1 MI (0.16 KM) TO THE BRIDGE OVER THE ARIZONA CANAL
 DU1743'AND THE MARK ON THE SOUTHWEST CORNER, 23.5 FT (7.16 METERS) WEST OF
 DU1743'THE CENTERLINE OF 48TH STREET, 26.5 FT (8.08 METERS) SOUTH OF THE
 DU1743'CANAL CENTERLINE, 4 FT (1.22 METERS) WEST OF THE SOUTH END OF THE WEST
 DU1743'BRIDGE RAIL, A STANDARD BRASS CAP SET IN THE CENTER OF HEADGATE 2.0 FT
 DU1743'(0.61 METERS) BELOW ROAD SURFACE, A UNITED STATES RECLAMATION SERVICE
 DU1743'CAP.
 DU1743
 DU1743                          STATION RECOVERY (1995)
 DU1743
 DU1743'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1743'RECOVERED IN GOOD CONDITION.
 DU1743
 DU1743                          STATION RECOVERY (2006)
 DU1743
 DU1743'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1744 ***********************************************************************
 DU1744  DESIGNATION -  1400 D
 DU1744  PID         -  DU1744
 DU1744  STATE/COUNTY-  AZ/MARICOPA
 DU1744  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1744
 DU1744                         *CURRENT SURVEY CONTROL
 DU1744  ___________________________________________________________________
 DU1744* NAD 83(1986)-  33 30 14.     (N)    111 59 15.     (W)     SCALED    
 DU1744* NAVD 88     -       382.175  (meters)    1253.85   (feet)  ADJUSTED  
 DU1744  ___________________________________________________________________
 DU1744  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1744  DYNAMIC HT  -         381.729 (meters)    1252.39  (feet)  COMP
 DU1744  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 DU1744
 DU1744  VERT ORDER  -  SECOND    CLASS I
 DU1744
 DU1744.The horizontal coordinates were scaled from a topographic map and have
 DU1744.an estimated accuracy of +/- 6 seconds.
 DU1744
 DU1744.The orthometric height was determined by differential leveling
 DU1744.and adjusted by the National Geodetic Survey in November 1993..
 DU1744
 DU1744.The geoid height was determined by GEOID03.
 DU1744
 DU1744.The dynamic height is computed by dividing the NAVD 88
 DU1744.geopotential number by the normal gravity value computed on the
 DU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1744.degrees latitude (g = 980.6199 gals.).
 DU1744
 DU1744.The modeled gravity was interpolated from observed gravity values.
 DU1744
 DU1744;                    North         East    Units  Estimated Accuracy
 DU1744;SPC AZ C     -   277,630.      206,780.      MT  (+/- 180 meters Scaled)
 DU1744
 DU1744                          SUPERSEDED SURVEY CONTROL
 DU1744
 DU1744.No superseded survey control is available for this station.
 DU1744
 DU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082075(NAD 83)
 DU1744_MARKER: DB = BENCH MARK DISK
 DU1744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1744_SP_SET: CONCRETE BRIDGE
 DU1744_STAMPING: 1400-D
 DU1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1744+STABILITY: SURFACE MOTION
 DU1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1744+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 DU1744
 DU1744  HISTORY     - Date     Condition        Report By
 DU1744  HISTORY     - UNK      MONUMENTED       AZ0370
 DU1744  HISTORY     - 1982     GOOD             AZDT
 DU1744  HISTORY     - 19950415 GOOD             USPSQD
 DU1744  HISTORY     - 20060806 GOOD             GEOCAC
 DU1744
 DU1744                          STATION DESCRIPTION
 DU1744
 DU1744'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1744'IN PHOENIX.
 DU1744'IN PHOENIX, FROM 48TH STREET AND INDIAN SCHOOL ROAD TRAVEL WEST ALONG
 DU1744'INDIAN SCHOOL ROAD FOR 0.5 MI (0.80 KM) TO 44TH STREET, THENCE NORTH
 DU1744'ALONG 44TH STREET FOR 0.65 MI (1.04 KM) TO THE BRIDGE OVER THE ARIZONA
 DU1744'CANAL AND THE MARK ON THE SOUTHWEST CORNER, 32 FT (9.75 METERS) WEST
 DU1744'OF THE CENTERLINE OF 48TH STREET, 31 FT (9.45 METERS) SOUTH OF CANAL
 DU1744'CENTERLINE, 8.3 FT (2.53 METERS) NORTHEAST OF THE SOUTH END OF THE
 DU1744'WEST BRIDGE RAIL, A STANDARD CITY OF PHOENIX BRASS CAP FLUSH WITH
 DU1744'SIDEWALK.
 DU1744
 DU1744                          STATION RECOVERY (1995)
 DU1744
 DU1744'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1744'RECOVERED IN GOOD CONDITION.
 DU1744
 DU1744                          STATION RECOVERY (2006)
 DU1744
 DU1744'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0286 ***********************************************************************
 FS0286  DESIGNATION -  1406+90
 FS0286  PID         -  FS0286
 FS0286  STATE/COUNTY-  AZ/MOHAVE
 FS0286  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0286
 FS0286                         *CURRENT SURVEY CONTROL
 FS0286  ___________________________________________________________________
 FS0286* NAD 83(1986)-  35 42 02.     (N)    114 28 37.     (W)     SCALED    
 FS0286* NAVD 88     -       743.377  (meters)    2438.90   (feet)  POSTED    
 FS0286  ___________________________________________________________________
 FS0286  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0286  DYNAMIC HT  -         742.570 (meters)    2436.25  (feet)  COMP
 FS0286  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 FS0286
 FS0286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0286
 FS0286.The horizontal coordinates were scaled from a topographic map and have
 FS0286.an estimated accuracy of +/- 6 seconds.
 FS0286
 FS0286.The orthometric height was determined by differential leveling
 FS0286.and adjusted by the National Geodetic Survey in 1992..
 FS0286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0286.rate of 0.0 thru 1.0 mm/km.
 FS0286
 FS0286.The geoid height was determined by GEOID03.
 FS0286
 FS0286.The dynamic height is computed by dividing the NAVD 88
 FS0286.geopotential number by the normal gravity value computed on the
 FS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0286.degrees latitude (g = 980.6199 gals.).
 FS0286
 FS0286.The modeled gravity was interpolated from observed gravity values.
 FS0286
 FS0286;                    North         East    Units  Estimated Accuracy
 FS0286;SPC AZ W     -   521,550.      147,570.      MT  (+/- 180 meters Scaled)
 FS0286
 FS0286                          SUPERSEDED SURVEY CONTROL
 FS0286
 FS0286  NGVD 29 (??/??/92)  742.673  (m)         2436.59   (f) ADJ UNCH    1 1
 FS0286
 FS0286.Superseded values are not recommended for survey control.
 FS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0286.See file dsdata.txt to determine how the superseded data were derived.
 FS0286
 FS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV282536(NAD 83)
 FS0286_MARKER: DD = SURVEY DISK
 FS0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0286_SP_SET: CULVERT
 FS0286_STAMPING: 1406+90 2437.94 1936
 FS0286_MARK LOGO: AZHD  
 FS0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0286
 FS0286  HISTORY     - Date     Condition        Report By
 FS0286  HISTORY     - 1936     MONUMENTED       AZHD
 FS0286  HISTORY     - 1949     GOOD             NGS
 FS0286  HISTORY     - 1982     GOOD             NGS
 FS0286  HISTORY     - 20020227 MARK NOT FOUND   NGS
 FS0286
 FS0286                          STATION DESCRIPTION
 FS0286
 FS0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0286'24.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0286'24.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0286'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 95 YARDS
 FS0286'NORTHWEST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING
 FS0286'NORTHEAST TO WHITE HILLS AND TEMPLE BAR RECREATIONAL AREA, AT A
 FS0286'3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0286'CENTER OF THE SOUTHWEST HEAD WALL, 14.4 FEET SOUTHWEST OF THE
 FS0286'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0286'HIGHWAY.
 FS0286
 FS0286                          STATION RECOVERY (1982)
 FS0286
 FS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0286'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0286
 FS0286                          STATION RECOVERY (2002)
 FS0286
 FS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 FS0286'STATION WAS REPORTED BY MOHAVE COUNTY PUBLIC WORKS TO THE NGS ADVISOR
 FS0286'FOR ARIZONA AS DESTROYED BY HIGHWAY CONSTRUCTION (BRIDGE REPLACEMENT).
 FS0286'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2095 ***********************************************************************
 DU2095  DESIGNATION -  1407 PHNX
 DU2095  PID         -  DU2095
 DU2095  STATE/COUNTY-  AZ/MARICOPA
 DU2095  USGS QUAD   -  HIGLEY (1981)
 DU2095
 DU2095                         *CURRENT SURVEY CONTROL
 DU2095  ___________________________________________________________________
 DU2095* NAD 83(1992)-  33 21 54.09246(N)    111 38 41.32088(W)     ADJUSTED  
 DU2095* NAVD 88     -       429.34   (+/-2cm)    1408.6    (feet)  VERTCON   
 DU2095  ___________________________________________________________________
 DU2095  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DU2095  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU2095
 DU2095  HORZ ORDER  -  SECOND
 DU2095  VERT ORDER  -  THIRD ? (See Below)
 DU2095
 DU2095.The horizontal coordinates were established by classical geodetic methods
 DU2095.and adjusted by the National Geodetic Survey in August 1993..
 DU2095
 DU2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2095.The vertical order pertains to the NGVD 29 superseded value.
 DU2095
 DU2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2095
 DU2095.The geoid height was determined by GEOID03.
 DU2095
 DU2095;                    North         East     Units Scale Factor Converg.
 DU2095;SPC AZ C     -   262,264.664   238,658.129   MT  0.99990789   +0 08 58.2
 DU2095;SPC AZ C     -   860,448.37    782,999.11   iFT  0.99990789   +0 08 58.2
 DU2095;UTM  12      - 3,691,940.560   440,013.165   MT  0.99964436   -0 21 16.7
 DU2095
 DU2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2095!SPC AZ C     -   0.99993724  x   0.99990789  =   0.99984514
 DU2095!UTM  12      -   0.99993724  x   0.99964436  =   0.99958163
 DU2095
 DU2095                          SUPERSEDED SURVEY CONTROL
 DU2095
 DU2095  NAD 83(1986)-  33 21 54.08744(N)    111 38 41.32435(W) AD(       ) 2
 DU2095  NAD 27      -  33 21 53.91300(N)    111 38 38.84300(W) AD(       ) 2
 DU2095  NGVD 29 (07/19/86)  428.81   (m)         1406.9    (f) LEVELING    3  
 DU2095
 DU2095.Superseded values are not recommended for survey control.
 DU2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2095.See file dsdata.txt to determine how the superseded data were derived.
 DU2095
 DU2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4001391941(NAD 83)
 DU2095_MARKER: DB = BENCH MARK DISK
 DU2095_SETTING: 0 = UNSPECIFIED SETTING
 DU2095
 DU2095  HISTORY     - Date     Condition        Report By
 DU2095  HISTORY     - 1938     MONUMENTED       USGS
 DU2095
 DU2095                          STATION DESCRIPTION
 DU2095
 DU2095'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 DU2095'STATION MARK IS A U.S.G.S. BENCH
 DU2095'MARK WELDED INTO TOP OF A 2.5-INCH IRON PIPE WHICH PROJECTS
 DU2095'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0079 ***********************************************************************
 DA0079  DESIGNATION -  1407.04
 DA0079  PID         -  DA0079
 DA0079  STATE/COUNTY-  AZ/PINAL
 DA0079  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0079
 DA0079                         *CURRENT SURVEY CONTROL
 DA0079  ___________________________________________________________________
 DA0079* NAD 83(1986)-  32 52 19.     (N)    112 03 14.     (W)     SCALED    
 DA0079* NAVD 88     -       429.50   (+/-2cm)    1409.1    (feet)  VERTCON   
 DA0079  ___________________________________________________________________
 DA0079  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0079
 DA0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0079
 DA0079.The horizontal coordinates were scaled from a topographic map and have
 DA0079.an estimated accuracy of +/- 6 seconds.
 DA0079
 DA0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0079.The vertical order pertains to the NGVD 29 superseded value.
 DA0079
 DA0079.The geoid height was determined by GEOID03.
 DA0079
 DA0079;                    North         East    Units  Estimated Accuracy
 DA0079;SPC AZ C     -   207,560.      200,520.      MT  (+/- 180 meters Scaled)
 DA0079
 DA0079                          SUPERSEDED SURVEY CONTROL
 DA0079
 DA0079  NGVD 29 (??/??/92)  428.905  (m)         1407.17   (f) ADJ UNCH    2 0
 DA0079
 DA0079.Superseded values are not recommended for survey control.
 DA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0079.See file dsdata.txt to determine how the superseded data were derived.
 DA0079
 DA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB014375(NAD 83)
 DA0079_MARKER: DD = SURVEY DISK
 DA0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0079_SP_SET: RETAINING WALL
 DA0079_STAMPING: 1407.04 2167 + 26 1934
 DA0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0079
 DA0079  HISTORY     - Date     Condition        Report By
 DA0079  HISTORY     - 1934     MONUMENTED       AZHD
 DA0079  HISTORY     - 1952     GOOD             NGS
 DA0079  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0079
 DA0079                          STATION DESCRIPTION
 DA0079
 DA0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0079'5.2 MI W FROM STANFIELD.
 DA0079'5.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0079'STANFIELD, AT A DIP, IN THE TOP OF THE WEST END OF A CONCRETE
 DA0079'RETAINING WALL, 12.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7
 DA0079'FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT LEVEL WITH THE
 DA0079'HIGHWAY.
 DA0079
 DA0079                          STATION RECOVERY (1963)
 DA0079
 DA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0471 ***********************************************************************
 CY0471  DESIGNATION -  1408+29
 CY0471  PID         -  CY0471
 CY0471  STATE/COUNTY-  AZ/COCHISE
 CY0471  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0471
 CY0471                         *CURRENT SURVEY CONTROL
 CY0471  ___________________________________________________________________
 CY0471* NAD 83(1986)-  32 10 54.     (N)    109 56 22.     (W)     SCALED    
 CY0471* NAVD 88     -      1277.80   (+/-2cm)    4192.2    (feet)  VERTCON   
 CY0471  ___________________________________________________________________
 CY0471  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0471
 CY0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0471
 CY0471.The horizontal coordinates were scaled from a topographic map and have
 CY0471.an estimated accuracy of +/- 6 seconds.
 CY0471
 CY0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0471.The vertical order pertains to the NGVD 29 superseded value.
 CY0471
 CY0471.The geoid height was determined by GEOID03.
 CY0471
 CY0471;                    North         East    Units  Estimated Accuracy
 CY0471;SPC AZ E     -   131,030.      234,790.      MT  (+/- 180 meters Scaled)
 CY0471
 CY0471                          SUPERSEDED SURVEY CONTROL
 CY0471
 CY0471  NGVD 29 (??/??/92) 1277.028  (m)         4189.72   (f) ADJ UNCH    2 0
 CY0471
 CY0471.Superseded values are not recommended for survey control.
 CY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0471.See file dsdata.txt to determine how the superseded data were derived.
 CY0471
 CY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA999610(NAD 83)
 CY0471_MARKER: DD = SURVEY DISK
 CY0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0471_SP_SET: HEADWALL
 CY0471_STAMPING: 1408+29 4190.57 1958
 CY0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0471
 CY0471  HISTORY     - Date     Condition        Report By
 CY0471  HISTORY     - 1958     MONUMENTED       AZHD
 CY0471  HISTORY     - 1960     GOOD             NGS
 CY0471
 CY0471                          STATION DESCRIPTION
 CY0471
 CY0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0471'8.4 MI SW FROM WILLCOX.
 CY0471'8.4 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0471'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 132 FEET EAST OF MILEPOST 320,
 CY0471'ABOUT 0.7 MILE EAST OF COCHISE OVERPASS, 25 FEET SOUTH OF CENTER OF
 CY0471'EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN SOUTHEAST HEADWALL, 0.5 FOOT
 CY0471'HIGHER THAN EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0710 ***********************************************************************
 GP0710  DESIGNATION -  141 DOR
 GP0710  PID         -  GP0710
 GP0710  STATE/COUNTY-  AZ/NAVAJO
 GP0710  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0710
 GP0710                         *CURRENT SURVEY CONTROL
 GP0710  ___________________________________________________________________
 GP0710* NAD 83(1986)-  36 36 07.     (N)    110 29 51.     (W)     SCALED    
 GP0710* NAVD 88     -      2093.577  (meters)    6868.68   (feet)  ADJUSTED  
 GP0710  ___________________________________________________________________
 GP0710  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0710  DYNAMIC HT  -        2090.961 (meters)    6860.09  (feet)  COMP
 GP0710  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 GP0710
 GP0710  VERT ORDER  -  SECOND    CLASS 0
 GP0710
 GP0710.The horizontal coordinates were scaled from a topographic map and have
 GP0710.an estimated accuracy of +/- 6 seconds.
 GP0710
 GP0710.The orthometric height was determined by differential leveling
 GP0710.and adjusted by the National Geodetic Survey in June 1991..
 GP0710
 GP0710.The geoid height was determined by GEOID03.
 GP0710
 GP0710.The dynamic height is computed by dividing the NAVD 88
 GP0710.geopotential number by the normal gravity value computed on the
 GP0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0710.degrees latitude (g = 980.6199 gals.).
 GP0710
 GP0710.The modeled gravity was interpolated from observed gravity values.
 GP0710
 GP0710;                    North         East    Units  Estimated Accuracy
 GP0710;SPC AZ E     -   621,350.      183,760.      MT  (+/- 180 meters Scaled)
 GP0710
 GP0710                          SUPERSEDED SURVEY CONTROL
 GP0710
 GP0710.No superseded survey control is available for this station.
 GP0710
 GP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF449508(NAD 83)
 GP0710_MARKER: DB = BENCH MARK DISK
 GP0710_SETTING: 66 = SET IN ROCK OUTCROP
 GP0710_SP_SET: ROCK OUTCROP
 GP0710_STAMPING: 141 DOR 1969 6865
 GP0710_MARK LOGO: USGS  
 GP0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0710+STABILITY: POSITION/ELEVATION WELL
 GP0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0710+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0710
 GP0710  HISTORY     - Date     Condition        Report By
 GP0710  HISTORY     - 1969     MONUMENTED       USGS
 GP0710
 GP0710                          STATION DESCRIPTION
 GP0710
 GP0710'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0710'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0710'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0710'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 3.1 MILES NORTH AND
 GP0710'NORTHWEST, 0.4 MILES SOUTH OF A LARGE POWER LINE CROSSING, 54 FEET
 GP0710'WEST AND 5 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS, IN A
 GP0710'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1147 ***********************************************************************
 CZ1147  DESIGNATION -  1410.4
 CZ1147  PID         -  CZ1147
 CZ1147  STATE/COUNTY-  AZ/PINAL
 CZ1147  USGS QUAD   -  VAIVA VO (1993)
 CZ1147
 CZ1147                         *CURRENT SURVEY CONTROL
 CZ1147  ___________________________________________________________________
 CZ1147* NAD 83(1986)-  32 43 12.     (N)    111 53 10.     (W)     SCALED    
 CZ1147* NAVD 88     -       430.48   (+/-2cm)    1412.3    (feet)  VERTCON   
 CZ1147  ___________________________________________________________________
 CZ1147  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1147
 CZ1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1147
 CZ1147.The horizontal coordinates were scaled from a topographic map and have
 CZ1147.an estimated accuracy of +/- 6 seconds.
 CZ1147
 CZ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1147.The vertical order pertains to the NGVD 29 superseded value.
 CZ1147
 CZ1147.The geoid height was determined by GEOID03.
 CZ1147
 CZ1147;                    North         East    Units  Estimated Accuracy
 CZ1147;SPC AZ C     -   190,700.      216,220.      MT  (+/- 180 meters Scaled)
 CZ1147
 CZ1147                          SUPERSEDED SURVEY CONTROL
 CZ1147
 CZ1147  NGVD 29 (??/??/92)  429.878  (m)         1410.36   (f) ADJ UNCH    2 0
 CZ1147
 CZ1147.Superseded values are not recommended for survey control.
 CZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1147.See file dsdata.txt to determine how the superseded data were derived.
 CZ1147
 CZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169205(NAD 83)
 CZ1147_MARKER: B = BOLT
 CZ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1147+STABILITY: SURFACE MOTION
 CZ1147
 CZ1147  HISTORY     - Date     Condition        Report By
 CZ1147  HISTORY     - UNK      MONUMENTED       USGS
 CZ1147  HISTORY     - 1952     GOOD             NGS
 CZ1147
 CZ1147                          STATION DESCRIPTION
 CZ1147
 CZ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1147'2.8 MI E FROM COCKLEBUR.
 CZ1147'2.7 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1147'THENCE 0.1 MILE EAST ALONG A TRACK ROAD, 0.25 MILE SOUTH-SOUTHEAST OF
 CZ1147'THE EAST END OF A LEVEE, 192 FEET SOUTHEAST OF A LONE GIANT SAGUARO,
 CZ1147'177 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, 10 1/2 FEET
 CZ1147'NORTH OF THE CENTER LINE OF THE TRACK ROAD, AN IRON BOLT SET IN THE
 CZ1147'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND LEVEL
 CZ1147'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0175 ***********************************************************************
 DV0175  DESIGNATION -  1412.46
 DV0175  PID         -  DV0175
 DV0175  STATE/COUNTY-  AZ/MARICOPA
 DV0175  USGS QUAD   -  UNION HILLS (1981)
 DV0175
 DV0175                         *CURRENT SURVEY CONTROL
 DV0175  ___________________________________________________________________
 DV0175* NAD 83(1986)-  33 41 41.     (N)    112 06 50.     (W)     SCALED    
 DV0175* NAVD 88     -       430.94   (+/-2cm)    1413.8    (feet)  VERTCON   
 DV0175  ___________________________________________________________________
 DV0175  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV0175
 DV0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0175
 DV0175.The horizontal coordinates were scaled from a topographic map and have
 DV0175.an estimated accuracy of +/- 6 seconds.
 DV0175
 DV0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0175.The vertical order pertains to the NGVD 29 superseded value.
 DV0175
 DV0175.The geoid height was determined by GEOID03.
 DV0175
 DV0175;                    North         East    Units  Estimated Accuracy
 DV0175;SPC AZ C     -   298,810.      195,080.      MT  (+/- 180 meters Scaled)
 DV0175
 DV0175                          SUPERSEDED SURVEY CONTROL
 DV0175
 DV0175  NGVD 29 (??/??/92)  430.360  (m)         1411.94   (f) ADJ UNCH    2 0
 DV0175
 DV0175.Superseded values are not recommended for survey control.
 DV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0175.See file dsdata.txt to determine how the superseded data were derived.
 DV0175
 DV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967288(NAD 83)
 DV0175_MARKER: DD = SURVEY DISK
 DV0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0175_SP_SET: BRIDGE
 DV0175_STAMPING: 1412.46 840-50 1947
 DV0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0175
 DV0175  HISTORY     - Date     Condition        Report By
 DV0175  HISTORY     - 1948     MONUMENTED       AZHD
 DV0175  HISTORY     - 1959     GOOD             NGS
 DV0175
 DV0175                          STATION DESCRIPTION
 DV0175
 DV0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0175'9.0 MI N FROM PHOENIX.
 DV0175'15.55 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF
 DV0175'GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.25 MILE SOUTH OF
 DV0175'MILEPOST NUMBER 217, 23 FEET WEST OF THE CENTER OF THE HIGHWAY, SET IN
 DV0175'THE CENTER OF THE WEST HEADWALL OF A CONCRETE BRIDGE.  NOTE-- THIS
 DV0175'BENCH MARK IS JUST EAST OF A STEEP LAVA ROCK COVERED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0017 ***********************************************************************
 CG0017  DESIGNATION -  1412+68.73
 CG0017  PID         -  CG0017
 CG0017  STATE/COUNTY-  AZ/COCHISE
 CG0017  USGS QUAD   -  BENSON (1983)
 CG0017
 CG0017                         *CURRENT SURVEY CONTROL
 CG0017  ___________________________________________________________________
 CG0017* NAD 83(1986)-  31 58 10.     (N)    110 18 10.     (W)     SCALED    
 CG0017* NAVD 88     -      1100.211  (meters)    3609.61   (feet)  ADJUSTED  
 CG0017  ___________________________________________________________________
 CG0017  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0017  DYNAMIC HT  -        1098.569 (meters)    3604.22  (feet)  COMP
 CG0017  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 CG0017
 CG0017  VERT ORDER  -  FIRST     CLASS II
 CG0017
 CG0017.The horizontal coordinates were scaled from a topographic map and have
 CG0017.an estimated accuracy of +/- 6 seconds.
 CG0017
 CG0017.The orthometric height was determined by differential leveling
 CG0017.and adjusted by the National Geodetic Survey in June 1991..
 CG0017
 CG0017.The geoid height was determined by GEOID03.
 CG0017
 CG0017.The dynamic height is computed by dividing the NAVD 88
 CG0017.geopotential number by the normal gravity value computed on the
 CG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0017.degrees latitude (g = 980.6199 gals.).
 CG0017
 CG0017.The modeled gravity was interpolated from observed gravity values.
 CG0017
 CG0017;                    North         East    Units  Estimated Accuracy
 CG0017;SPC AZ E     -   107,490.      200,500.      MT  (+/- 180 meters Scaled)
 CG0017
 CG0017                          SUPERSEDED SURVEY CONTROL
 CG0017
 CG0017  NGVD 29 (??/??/92) 1099.435  (m)         3607.06   (f) ADJ UNCH    1 2
 CG0017
 CG0017.Superseded values are not recommended for survey control.
 CG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0017.See file dsdata.txt to determine how the superseded data were derived.
 CG0017
 CG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA658372(NAD 83)
 CG0017_MARKER: DD = SURVEY DISK
 CG0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0017_SP_SET: BRIDGE
 CG0017_STAMPING: 3608.43 1412+68.73 1950
 CG0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0017
 CG0017  HISTORY     - Date     Condition        Report By
 CG0017  HISTORY     - 1950     MONUMENTED       AZHD
 CG0017  HISTORY     - 1963     GOOD             NGS
 CG0017  HISTORY     - 1979     GOOD             NGS
 CG0017
 CG0017                          STATION DESCRIPTION
 CG0017
 CG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0017'IN BENSON.
 CG0017'0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0017'STATION AT BENSON, 233 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 50 FEET
 CG0017'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, AT A CONCRETE BRIDGE
 CG0017'OVER A WASH, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, ABOUT
 CG0017'2 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0017
 CG0017                          STATION RECOVERY (1979)
 CG0017
 CG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0017'AT BENSON, AT A LARGE DRY WASH, IN THE TOP CENTER OF THE SOUTH
 CG0017'HEADWALL, 150 FEET WEST OF THE WEST ENTRANCE TO THE OASIS COURT,
 CG0017'14.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND 22 FEET
 CG0017'WEST OF THE EAST END OF THE HEADWALL.
 CG0017'THE MARK IS 1 FT BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0681 ***********************************************************************
 DW0681  DESIGNATION -  1413.37
 DW0681  PID         -  DW0681
 DW0681  STATE/COUNTY-  AZ/LA PAZ
 DW0681  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0681
 DW0681                         *CURRENT SURVEY CONTROL
 DW0681  ___________________________________________________________________
 DW0681* NAD 83(1986)-  33 40 45.     (N)    114 05 41.     (W)     SCALED    
 DW0681* NAVD 88     -       431.77   (+/-2cm)    1416.6    (feet)  VERTCON   
 DW0681  ___________________________________________________________________
 DW0681  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DW0681
 DW0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0681
 DW0681.The horizontal coordinates were scaled from a topographic map and have
 DW0681.an estimated accuracy of +/- 6 seconds.
 DW0681
 DW0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0681.The vertical order pertains to the NGVD 29 superseded value.
 DW0681
 DW0681.The geoid height was determined by GEOID03.
 DW0681
 DW0681;                    North         East    Units  Estimated Accuracy
 DW0681;SPC AZ W     -   297,130.      181,400.      MT  (+/- 180 meters Scaled)
 DW0681
 DW0681                          SUPERSEDED SURVEY CONTROL
 DW0681
 DW0681  NGVD 29 (??/??/??)  431.076  (m)         1414.29   (f) ADJUSTED    1 2
 DW0681
 DW0681.Superseded values are not recommended for survey control.
 DW0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0681.See file dsdata.txt to determine how the superseded data were derived.
 DW0681
 DW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT693303(NAD 83)
 DW0681_MARKER: DD = SURVEY DISK
 DW0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0681_SP_SET: HEADWALL
 DW0681_STAMPING: 1413.37 1427+00 1932
 DW0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0681
 DW0681  HISTORY     - Date     Condition        Report By
 DW0681  HISTORY     - 1932     MONUMENTED       AZHD
 DW0681  HISTORY     - 1962     GOOD             NGS
 DW0681  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0681
 DW0681                          STATION DESCRIPTION
 DW0681
 DW0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0681'8.3 MI E FROM QUARTZSITE.
 DW0681'8.3 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0681'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF
 DW0681'A DOUBLE PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF OLD U.S.
 DW0681'HIGHWAY 60, 70 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60 AND
 DW0681'70, AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DW0681
 DW0681                          STATION RECOVERY (1981)
 DW0681
 DW0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0681'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE CULVERT BY
 DW0681'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0679 ***********************************************************************
 DW0679  DESIGNATION -  1415.79
 DW0679  PID         -  DW0679
 DW0679  STATE/COUNTY-  AZ/LA PAZ
 DW0679  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0679
 DW0679                         *CURRENT SURVEY CONTROL
 DW0679  ___________________________________________________________________
 DW0679* NAD 83(1986)-  33 40 29.     (N)    114 04 43.     (W)     SCALED    
 DW0679* NAVD 88     -       462.711  (meters)    1518.08   (feet)  ADJUSTED  
 DW0679  ___________________________________________________________________
 DW0679  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DW0679  DYNAMIC HT  -         462.178 (meters)    1516.33  (feet)  COMP
 DW0679  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DW0679
 DW0679  VERT ORDER  -  FIRST     CLASS II
 DW0679
 DW0679.The horizontal coordinates were scaled from a topographic map and have
 DW0679.an estimated accuracy of +/- 6 seconds.
 DW0679
 DW0679.The orthometric height was determined by differential leveling
 DW0679.and adjusted by the National Geodetic Survey in June 1991..
 DW0679
 DW0679.The geoid height was determined by GEOID03.
 DW0679
 DW0679.The dynamic height is computed by dividing the NAVD 88
 DW0679.geopotential number by the normal gravity value computed on the
 DW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0679.degrees latitude (g = 980.6199 gals.).
 DW0679
 DW0679.The modeled gravity was interpolated from observed gravity values.
 DW0679
 DW0679;                    North         East    Units  Estimated Accuracy
 DW0679;SPC AZ W     -   296,640.      182,890.      MT  (+/- 180 meters Scaled)
 DW0679
 DW0679                          SUPERSEDED SURVEY CONTROL
 DW0679
 DW0679  NGVD 29 (??/??/??)  462.003  (m)         1515.75   (f) ADJUSTED    1 2
 DW0679
 DW0679.Superseded values are not recommended for survey control.
 DW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0679.See file dsdata.txt to determine how the superseded data were derived.
 DW0679
 DW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT708299(NAD 83)
 DW0679_MARKER: DD = SURVEY DISK
 DW0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0679_SP_SET: HEADWALL
 DW0679_STAMPING: 1415+79 1482+05
 DW0679_MARK LOGO: AZHD  
 DW0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0679
 DW0679  HISTORY     - Date     Condition        Report By
 DW0679  HISTORY     - UNK      MONUMENTED       AZHD
 DW0679  HISTORY     - 1933     GOOD             NGS
 DW0679  HISTORY     - 1981     GOOD             NGS
 DW0679
 DW0679                          STATION DESCRIPTION
 DW0679
 DW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0679'9.3 MI E FROM QUARTZSITE.
 DW0679'ABOUT 9.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0679'YUMA COUNTY, AT STATION 1482+05, AT A CONCRETE CULVERT, AND IN
 DW0679'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0679'DEPARTMENT STANDARD DISK, ERRONEOUSLY STAMPED 1415+79 1482+05.
 DW0679
 DW0679                          STATION RECOVERY (1981)
 DW0679
 DW0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0679'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0679'HIGHWAY 10 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0679'ALONG GOLD NUGGET ROAD, AT THE T JUNCTION OF OLD U.S. HIGHWAY 60, ON
 DW0679'THE OUTSIDE OF A CURVE, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 DW0679'A CONCRETE CULVERT, 4.5 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF A
 DW0679'PAVED ROAD, 42.0 METERS (138 FT) WEST OF THE CENTERLINE OF GOLD NUGGET
 DW0679'ROAD LEADING SOUTH TO GOLD NUGGET MINE.
 DW0679'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0285 ***********************************************************************
 FS0285  DESIGNATION -  1416+40
 FS0285  PID         -  FS0285
 FS0285  STATE/COUNTY-  AZ/MOHAVE
 FS0285  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0285
 FS0285                         *CURRENT SURVEY CONTROL
 FS0285  ___________________________________________________________________
 FS0285* NAD 83(1986)-  35 42 12.     (N)    114 28 39.     (W)     SCALED    
 FS0285* NAVD 88     -       741.502  (meters)    2432.74   (feet)  POSTED    
 FS0285  ___________________________________________________________________
 FS0285  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0285  DYNAMIC HT  -         740.700 (meters)    2430.11  (feet)  COMP
 FS0285  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 FS0285
 FS0285  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0285
 FS0285.The horizontal coordinates were scaled from a topographic map and have
 FS0285.an estimated accuracy of +/- 6 seconds.
 FS0285
 FS0285.The orthometric height was determined by differential leveling
 FS0285.and adjusted by the National Geodetic Survey in 1992..
 FS0285.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0285.rate of 0.0 thru 1.0 mm/km.
 FS0285
 FS0285.The geoid height was determined by GEOID03.
 FS0285
 FS0285.The dynamic height is computed by dividing the NAVD 88
 FS0285.geopotential number by the normal gravity value computed on the
 FS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0285.degrees latitude (g = 980.6199 gals.).
 FS0285
 FS0285.The modeled gravity was interpolated from observed gravity values.
 FS0285
 FS0285;                    North         East    Units  Estimated Accuracy
 FS0285;SPC AZ W     -   521,860.      147,530.      MT  (+/- 180 meters Scaled)
 FS0285
 FS0285                          SUPERSEDED SURVEY CONTROL
 FS0285
 FS0285  NGVD 29 (??/??/92)  740.800  (m)         2430.44   (f) ADJ UNCH    1 1
 FS0285
 FS0285.Superseded values are not recommended for survey control.
 FS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0285.See file dsdata.txt to determine how the superseded data were derived.
 FS0285
 FS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV282539(NAD 83)
 FS0285_MARKER: DD = SURVEY DISK
 FS0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0285_SP_SET: CULVERT
 FS0285_STAMPING: 1416+40 2431.80 1936
 FS0285_MARK LOGO: AZHD  
 FS0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0285
 FS0285  HISTORY     - Date     Condition        Report By
 FS0285  HISTORY     - 1936     MONUMENTED       AZHD
 FS0285  HISTORY     - 1949     GOOD             NGS
 FS0285  HISTORY     - 1982     GOOD             NGS
 FS0285
 FS0285                          STATION DESCRIPTION
 FS0285
 FS0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0285'24.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0285'24.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0285'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0285'OF BOULDER INN, ABOUT 0.3 MILE NORTHWEST OF THE JUNCTION OF A
 FS0285'DIRT ROAD LEADING NORTHEAST TO WHITE HILLS AND TEMPLE BAR
 FS0285'RECREATIONAL AREA, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN
 FS0285'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0285'14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0285'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0285
 FS0285                          STATION RECOVERY (1982)
 FS0285
 FS0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0285'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0436 ***********************************************************************
 CZ0436  DESIGNATION -  1417+48
 CZ0436  PID         -  CZ0436
 CZ0436  STATE/COUNTY-  AZ/PINAL
 CZ0436  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0436
 CZ0436                         *CURRENT SURVEY CONTROL
 CZ0436  ___________________________________________________________________
 CZ0436* NAD 83(1986)-  32 43 10.     (N)    111 06 20.     (W)     SCALED    
 CZ0436* NAVD 88     -       860.67   (+/-2cm)    2823.7    (feet)  VERTCON   
 CZ0436  ___________________________________________________________________
 CZ0436  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CZ0436
 CZ0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0436
 CZ0436.The horizontal coordinates were scaled from a topographic map and have
 CZ0436.an estimated accuracy of +/- 6 seconds.
 CZ0436
 CZ0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0436.The vertical order pertains to the NGVD 29 superseded value.
 CZ0436
 CZ0436.The geoid height was determined by GEOID03.
 CZ0436
 CZ0436;                    North         East    Units  Estimated Accuracy
 CZ0436;SPC AZ C     -   190,930.      289,390.      MT  (+/- 180 meters Scaled)
 CZ0436
 CZ0436                          SUPERSEDED SURVEY CONTROL
 CZ0436
 CZ0436  NGVD 29 (??/??/92)  860.045  (m)         2821.66   (f) ADJ UNCH    2 0
 CZ0436
 CZ0436.Superseded values are not recommended for survey control.
 CZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0436.See file dsdata.txt to determine how the superseded data were derived.
 CZ0436
 CZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB901201(NAD 83)
 CZ0436_MARKER: DD = SURVEY DISK
 CZ0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0436_SP_SET: CULVERT
 CZ0436_STAMPING: 1417+48 1939 2821.52
 CZ0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0436
 CZ0436  HISTORY     - Date     Condition        Report By
 CZ0436  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0436  HISTORY     - 1962     GOOD             NGS
 CZ0436
 CZ0436                          STATION DESCRIPTION
 CZ0436
 CZ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0436'14.55 MI NW FROM ORACLE JUNCTION.
 CZ0436'14.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0436'JUNCTION, 18.2 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 14.6 FEET
 CZ0436'SOUTH OF THE NORTHEAST END OF A CONCRETE CULVERT OVER A DRY WASH, A
 CZ0436'BRONZE DISK SET FLUSH IN THE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0301 ***********************************************************************
 DV0301  DESIGNATION -  1418
 DV0301  PID         -  DV0301
 DV0301  STATE/COUNTY-  AZ/MARICOPA
 DV0301  USGS QUAD   -  MOBILE (1978)
 DV0301
 DV0301                         *CURRENT SURVEY CONTROL
 DV0301  ___________________________________________________________________
 DV0301* NAD 83(1992)-  33 02 06.33447(N)    112 20 58.58814(W)     ADJUSTED  
 DV0301* NAVD 88     -       432.841  (meters)    1420.08   (feet)  ADJUSTED  
 DV0301  ___________________________________________________________________
 DV0301  X           -  -2,035,398.752 (meters)                     COMP
 DV0301  Y           -  -4,950,601.521 (meters)                     COMP
 DV0301  Z           -   3,457,441.328 (meters)                     COMP
 DV0301  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DV0301  ELLIP HEIGHT-         402.19  (meters)          (04/12/01) GPS OBS
 DV0301  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0301  DYNAMIC HT  -         432.317 (meters)    1418.36  (feet)  COMP
 DV0301  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 DV0301
 DV0301  HORZ ORDER  -  B
 DV0301  VERT ORDER  -  FIRST     CLASS II
 DV0301  ELLP ORDER  -  THIRD     CLASS II
 DV0301
 DV0301.The horizontal coordinates were established by GPS observations
 DV0301.and adjusted by the National Geodetic Survey in April 2001..
 DV0301
 DV0301.The orthometric height was determined by differential leveling
 DV0301.and adjusted by the National Geodetic Survey in June 1991..
 DV0301
 DV0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0301
 DV0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0301
 DV0301.The ellipsoidal height was determined by GPS observations
 DV0301.and is referenced to NAD 83.
 DV0301
 DV0301.The geoid height was determined by GEOID03.
 DV0301
 DV0301.The dynamic height is computed by dividing the NAVD 88
 DV0301.geopotential number by the normal gravity value computed on the
 DV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0301.degrees latitude (g = 980.6199 gals.).
 DV0301
 DV0301.The modeled gravity was interpolated from observed gravity values.
 DV0301
 DV0301;                    North         East     Units Scale Factor Converg.
 DV0301;SPC AZ C     -   225,726.417   172,920.169   MT  0.99992016   -0 14 09.7
 DV0301;SPC AZ C     -   740,572.23    567,323.39   iFT  0.99992016   -0 14 09.7
 DV0301;UTM  12      - 3,655,986.630   373,970.429   MT  0.99979584   -0 44 09.0
 DV0301
 DV0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0301!SPC AZ C     -   0.99993686  x   0.99992016  =   0.99985702
 DV0301!UTM  12      -   0.99993686  x   0.99979584  =   0.99973271
 DV0301
 DV0301                          SUPERSEDED SURVEY CONTROL
 DV0301
 DV0301  NAVD 88 (04/12/01)  432.84   (m)         1420.1    (f) LEVELING    3  
 DV0301  NGVD 29 (??/??/92)  432.225  (m)         1418.06   (f) ADJ UNCH    1 2
 DV0301
 DV0301.Superseded values are not recommended for survey control.
 DV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0301.See file dsdata.txt to determine how the superseded data were derived.
 DV0301
 DV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7397055987(NAD 83)
 DV0301_MARKER: P = PIPE CAP
 DV0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0301_MARK LOGO: USGS  
 DV0301_PROJECTION: PROJECTING 18 CENTIMETERS
 DV0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0301+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DV0301
 DV0301  HISTORY     - Date     Condition        Report By
 DV0301  HISTORY     - UNK      MONUMENTED       USGS
 DV0301  HISTORY     - 1967     GOOD             NGS
 DV0301  HISTORY     - 1980     GOOD             NGS
 DV0301  HISTORY     - 1980     GOOD             NGS
 DV0301  HISTORY     - 20000425 GOOD             MCDOT
 DV0301
 DV0301                          STATION DESCRIPTION
 DV0301
 DV0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0301'4.7 MI W FROM MOBILE.
 DV0301'ABOUT 4.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0301'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 34, T 4 S, R 1 W, 0.5 MILE
 DV0301'WEST OF MILEPOST 880, NEAR THE EAST END OF A LONG CURVE IN THE TRACKS,
 DV0301'51 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 37 FEET NORTHWEST
 DV0301'OF A TELEPHONE POLE BRACED BY A GUY WIRE, 0.9 FOOT WEST OF A METAL
 DV0301'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, A US
 DV0301'GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 7
 DV0301'INCHES.
 DV0301
 DV0301                          STATION RECOVERY (1980)
 DV0301
 DV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0301'RECOVERED IN GOOD CONDITION.
 DV0301
 DV0301                          STATION RECOVERY (1980)
 DV0301
 DV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0301'RECOVERED IN GOOD CONDITION.
 DV0301
 DV0301                          STATION RECOVERY (2000)
 DV0301
 DV0301'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1226 ***********************************************************************
 DU1226  FBN         -  This is a Federal Base Network Control Station.
 DU1226  DESIGNATION -  142 DOR
 DU1226  PID         -  DU1226
 DU1226  STATE/COUNTY-  AZ/GILA
 DU1226  USGS QUAD   -  CEDAR CREEK (1978)
 DU1226
 DU1226                         *CURRENT SURVEY CONTROL
 DU1226  ___________________________________________________________________
 DU1226* NAD 83(1992)-  33 59 38.80492(N)    110 14 49.83671(W)     ADJUSTED  
 DU1226* NAVD 88     -      1605.208  (meters)    5266.42   (feet)  ADJUSTED  
 DU1226  ___________________________________________________________________
 DU1226  X           -  -1,832,422.212 (meters)                     COMP
 DU1226  Y           -  -4,967,751.531 (meters)                     COMP
 DU1226  Z           -   3,546,788.912 (meters)                     COMP
 DU1226  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 DU1226  ELLIP HEIGHT-        1580.69  (meters)          (09/30/99) GPS OBS
 DU1226  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 DU1226  DYNAMIC HT  -        1602.924 (meters)    5258.93  (feet)  COMP
 DU1226  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 DU1226
 DU1226  HORZ ORDER  -  A
 DU1226  VERT ORDER  -  FIRST     CLASS II
 DU1226  ELLP ORDER  -  THIRD     CLASS I
 DU1226
 DU1226.The horizontal coordinates were established by GPS observations
 DU1226.and adjusted by the National Geodetic Survey in September 1992..
 DU1226
 DU1226.The orthometric height was determined by differential leveling
 DU1226.and adjusted by the National Geodetic Survey in June 1991..
 DU1226
 DU1226.Photographs are available for this station.
 DU1226
 DU1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1226
 DU1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1226
 DU1226.The ellipsoidal height was determined by GPS observations
 DU1226.and is referenced to NAD 83.
 DU1226
 DU1226.The geoid height was determined by GEOID03.
 DU1226
 DU1226.The dynamic height is computed by dividing the NAVD 88
 DU1226.geopotential number by the normal gravity value computed on the
 DU1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1226.degrees latitude (g = 980.6199 gals.).
 DU1226
 DU1226.The modeled gravity was interpolated from observed gravity values.
 DU1226
 DU1226;                    North         East     Units Scale Factor Converg.
 DU1226;SPC AZ E     -   332,003.779   205,922.312   MT  0.99990068   -0 02 42.1
 DU1226;SPC AZ E     - 1,089,251.24    675,598.14   iFT  0.99990068   -0 02 42.1
 DU1226;UTM  12      - 3,761,758.572   569,527.137   MT  0.99965959   +0 25 15.3
 DU1226
 DU1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1226!SPC AZ E     -   0.99975192  x   0.99990068  =   0.99965262
 DU1226!UTM  12      -   0.99975192  x   0.99965959  =   0.99941159
 DU1226
 DU1226                          SUPERSEDED SURVEY CONTROL
 DU1226
 DU1226  NAD 83(1986)-  33 59 38.80240(N)    110 14 49.84090(W) AD(       ) B
 DU1226  ELLIP H (09/30/92) 1580.74   (m)                       GP(       ) 2 1
 DU1226  NAVD 88 (09/30/92) 1605.21   (m)         5266.4    (f) LEVELING    3  
 DU1226
 DU1226.Superseded values are not recommended for survey control.
 DU1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1226.See file dsdata.txt to determine how the superseded data were derived.
 DU1226
 DU1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6952761759(NAD 83)
 DU1226_MARKER: DD = SURVEY DISK
 DU1226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1226_SP_SET: COPPER-CLAD STEEL ROD
 DU1226_STAMPING: 5264 142 DOR 1965
 DU1226_MARK LOGO: USGS  
 DU1226_PROJECTION: FLUSH
 DU1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1226+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 DU1226
 DU1226  HISTORY     - Date     Condition        Report By
 DU1226  HISTORY     - 1965     MONUMENTED       USGS
 DU1226  HISTORY     - 1979     GOOD             NGS
 DU1226  HISTORY     - 19911113 GOOD             NGS
 DU1226  HISTORY     - 19920227 GOOD
 DU1226  HISTORY     - 19951209 GOOD             CHANCE
 DU1226  HISTORY     - 19981119 GOOD             NGS
 DU1226  HISTORY     - 20030815 GOOD             AZ-007
 DU1226
 DU1226                          STATION DESCRIPTION
 DU1226
 DU1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1226'0.8 MI SE FROM CARRIZO JUNCTION.
 DU1226'THE MARK IS 5 FT BELOW THE HIGHWAY.
 DU1226'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1226'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1226'MILE MARKER 311, 98.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1226'24 FEET NORTHWEST OF THE CENTER OF A JEEP TRAIL LEADING SOUTHWEST
 DU1226'THROUGH A GATE AND 0.4 FOOT NORTHEAST OF A BARBED WIRE FENCE.
 DU1226'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1226'REFUSAL.
 DU1226'THE MARK IS 0.6 FT  NE FROM A WITNESS POST.
 DU1226
 DU1226                          STATION RECOVERY (1991)
 DU1226
 DU1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DU1226'THE STATION IS LOCATED ABOUT 38.7 KM (24.0 MI) SOUTHWEST OF SHOW LOW,
 DU1226'1.37 KM (0.85 MI) SOUTHEAST OF CARRIZO JUNCTION, IN THE SOUTH
 DU1226'RIGHT-OF-WAY OF STATE HIGHWAY 73, 0.32 KM (0.20 MI) SOUTHEAST OF MILE
 DU1226'POST 311.  OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.
 DU1226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 DU1226'HIGHWAY 73, LOCATED ABOUT 38.7 KM (24.0 MI) SOUTHWEST OF SHOW LOW, GO
 DU1226'SOUTHEAST ON HIGHWAY 73 FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 DU1226'RIGHT AT A TRACK ROAD LEADING SOUTH THROUGH A WIRE GATE TO PASTURE
 DU1226'LAND.
 DU1226'THE STATION IS A STANDARD BENCH MARK DISK ATTACHED TO THE TOP OF A
 DU1226'METAL ROD INSIDE A 5-INCH TERRE COTTA PIPE.  LOCATED 30.0 M
 DU1226'(98.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 11.0 M
 DU1226'(36.1 FT) SOUTH-SOUTHWEST THE CENTER A TRACK ROAD, 9.6 M (31.5 FT)
 DU1226'NORTHWEST OF THE CENTER A WIRE GATE, O.15 M NORTHEAST OF A
 DU1226'RIGHT-OF-WAY FENCELINE, 0.15 M (0.49 FT) NORTHEAST OF A FIBERGLASS
 DU1226'WITNESS POST AND ABOUT 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DU1226
 DU1226                          STATION RECOVERY (1992)
 DU1226
 DU1226'RECOVERED 1992
 DU1226'RECOVERED IN GOOD CONDITION.
 DU1226
 DU1226                          STATION RECOVERY (1995)
 DU1226
 DU1226'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU1226'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU1226
 DU1226                          STATION RECOVERY (1998)
 DU1226
 DU1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU1226'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED ON LAND OWNED BY THE
 DU1226'FORT APACHE INDIAN RESERVATION.  PERMISSION SHOULD BE OBTAINED IN
 DU1226'ADVANCE.  THE STATION DISK PROJECTS 20 CM ABOVE GROUND INSIDE A TERRE
 DU1226'COTTE PIPE PROJECTING 10 CM ABOVE GROUND.
 DU1226
 DU1226                          STATION RECOVERY (2003)
 DU1226
 DU1226'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1226'STATION RECOVERY  (2003)
 DU1226' 
 DU1226'RECOVERY NOTE BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0711 ***********************************************************************
 GP0711  DESIGNATION -  142 DOR
 GP0711  PID         -  GP0711
 GP0711  STATE/COUNTY-  AZ/NAVAJO
 GP0711  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0711
 GP0711                         *CURRENT SURVEY CONTROL
 GP0711  ___________________________________________________________________
 GP0711* NAD 83(1986)-  36 35 20.     (N)    110 29 38.     (W)     SCALED    
 GP0711* NAVD 88     -      2100.712  (meters)    6892.09   (feet)  ADJUSTED  
 GP0711  ___________________________________________________________________
 GP0711  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GP0711  DYNAMIC HT  -        2098.081 (meters)    6883.45  (feet)  COMP
 GP0711  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GP0711
 GP0711  VERT ORDER  -  SECOND    CLASS 0
 GP0711
 GP0711.The horizontal coordinates were scaled from a topographic map and have
 GP0711.an estimated accuracy of +/- 6 seconds.
 GP0711
 GP0711.The orthometric height was determined by differential leveling
 GP0711.and adjusted by the National Geodetic Survey in June 1991..
 GP0711
 GP0711.The geoid height was determined by GEOID03.
 GP0711
 GP0711.The dynamic height is computed by dividing the NAVD 88
 GP0711.geopotential number by the normal gravity value computed on the
 GP0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0711.degrees latitude (g = 980.6199 gals.).
 GP0711
 GP0711.The modeled gravity was interpolated from observed gravity values.
 GP0711
 GP0711;                    North         East    Units  Estimated Accuracy
 GP0711;SPC AZ E     -   619,900.      184,080.      MT  (+/- 180 meters Scaled)
 GP0711
 GP0711                          SUPERSEDED SURVEY CONTROL
 GP0711
 GP0711.No superseded survey control is available for this station.
 GP0711
 GP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF452493(NAD 83)
 GP0711_MARKER: DB = BENCH MARK DISK
 GP0711_SETTING: 66 = SET IN ROCK OUTCROP
 GP0711_SP_SET: ROCK OUTCROP
 GP0711_STAMPING: 142 DOR 1969 6889
 GP0711_MARK LOGO: USGS  
 GP0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0711+STABILITY: POSITION/ELEVATION WELL
 GP0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0711+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0711
 GP0711  HISTORY     - Date     Condition        Report By
 GP0711  HISTORY     - 1969     MONUMENTED       USGS
 GP0711
 GP0711                          STATION DESCRIPTION
 GP0711
 GP0711'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0711'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0711'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAT 164 TO A ROAD
 GP0711'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 2.2 MILES NORTH TO THE
 GP0711'NORTH END OF A WIDE SPOT IN THE PAVEMENT, 75 FEET NORTHEAST OF THE
 GP0711'ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0711 ***********************************************************************
 DW0711  DESIGNATION -  142+00
 DW0711  PID         -  DW0711
 DW0711  STATE/COUNTY-  AZ/LA PAZ
 DW0711  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0711
 DW0711                         *CURRENT SURVEY CONTROL
 DW0711  ___________________________________________________________________
 DW0711* NAD 83(1986)-  33 36 31.     (N)    114 29 03.     (W)     SCALED    
 DW0711* NAVD 88     -       130.08   (+/-2cm)     426.8    (feet)  VERTCON   
 DW0711  ___________________________________________________________________
 DW0711  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0711
 DW0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0711
 DW0711.The horizontal coordinates were scaled from a topographic map and have
 DW0711.an estimated accuracy of +/- 6 seconds.
 DW0711
 DW0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0711.The vertical order pertains to the NGVD 29 superseded value.
 DW0711
 DW0711.The geoid height was determined by GEOID03.
 DW0711
 DW0711;                    North         East    Units  Estimated Accuracy
 DW0711;SPC AZ W     -   289,500.      145,230.      MT  (+/- 180 meters Scaled)
 DW0711
 DW0711                          SUPERSEDED SURVEY CONTROL
 DW0711
 DW0711  NGVD 29 (??/??/??)  129.401  (m)          424.54   (f) ADJUSTED    2 0
 DW0711
 DW0711.Superseded values are not recommended for survey control.
 DW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0711.See file dsdata.txt to determine how the superseded data were derived.
 DW0711
 DW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT334215(NAD 83)
 DW0711_MARKER: DD = SURVEY DISK
 DW0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0711_STAMPING: 200 142+00 1949
 DW0711_MARK LOGO: AZHD  
 DW0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0711+STABILITY: SURFACE MOTION
 DW0711
 DW0711  HISTORY     - Date     Condition        Report By
 DW0711  HISTORY     - 1949     MONUMENTED       AZHD
 DW0711  HISTORY     - 1971     GOOD             USGS
 DW0711  HISTORY     - 1981     POOR             NGS
 DW0711
 DW0711                          STATION DESCRIPTION
 DW0711
 DW0711'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0711'2.8 MI E FROM EHRENBERG.
 DW0711'ABOUT 2.8 MI. EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0711'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER.  ABOUT
 DW0711'2.8 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE HIGHWAY
 DW0711'BRIDGE OVER THE COLORADO RIVER, 200 FT. SOUTH OF THE CENTERLINE
 DW0711'OF THE EASTBOUND LANES OF HIGHWAY, 1.9 FT. EAST OF A METAL
 DW0711'RIGHT-OF-WAY POST, 2.6 FT NORTHEAST OF A METAL WITNESS POST
 DW0711'IN LINE WITH THE FENCE, SET IN A CONCRETE POST PROJECTING 0.1
 DW0711'FT., ARIZONA HIGHWAY DEPARTMENT DISK STAMPED 200 142+00 1949.
 DW0711
 DW0711                          STATION RECOVERY (1981)
 DW0711
 DW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0711'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0064 ***********************************************************************
 EU0064  DESIGNATION -  1422.86
 EU0064  PID         -  EU0064
 EU0064  STATE/COUNTY-  AZ/MOHAVE
 EU0064  USGS QUAD   -  YUCCA (1970)
 EU0064
 EU0064                         *CURRENT SURVEY CONTROL
 EU0064  ___________________________________________________________________
 EU0064* NAD 83(1986)-  34 46 37.     (N)    114 11 05.     (W)     SCALED    
 EU0064* NAVD 88     -       434.36   (+/-2cm)    1425.1    (feet)  VERTCON   
 EU0064  ___________________________________________________________________
 EU0064  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 EU0064
 EU0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0064
 EU0064.The horizontal coordinates were scaled from a topographic map and have
 EU0064.an estimated accuracy of +/- 6 seconds.
 EU0064
 EU0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0064.The vertical order pertains to the NGVD 29 superseded value.
 EU0064
 EU0064.The geoid height was determined by GEOID03.
 EU0064
 EU0064;                    North         East    Units  Estimated Accuracy
 EU0064;SPC AZ W     -   418,930.      173,570.      MT  (+/- 180 meters Scaled)
 EU0064
 EU0064                          SUPERSEDED SURVEY CONTROL
 EU0064
 EU0064  NGVD 29 (??/??/??)  433.643  (m)         1422.71   (f) ADJUSTED    2 0
 EU0064
 EU0064.Superseded values are not recommended for survey control.
 EU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0064.See file dsdata.txt to determine how the superseded data were derived.
 EU0064
 EU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU576519(NAD 83)
 EU0064_MARKER: DD = SURVEY DISK
 EU0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0064_SP_SET: CULVERT
 EU0064_STAMPING: 1422.86 966X2470 1951
 EU0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0064
 EU0064  HISTORY     - Date     Condition        Report By
 EU0064  HISTORY     - 1951     MONUMENTED       AZHD
 EU0064  HISTORY     - 1961     GOOD             NGS
 EU0064  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0064  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0064
 EU0064                          STATION DESCRIPTION
 EU0064
 EU0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0064'7.9 MI SW FROM YUCCA.
 EU0064'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0064'YUCCA, THENCE 7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0064'IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF
 EU0064'A 100 FOOT CONCRETE BOX CULVERT WITH 10 OPENINGS, 20 FEET
 EU0064'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0064'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0064
 EU0064                          STATION RECOVERY (1970)
 EU0064
 EU0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0064'MARK NOT FOUND.
 EU0064
 EU0064                          STATION RECOVERY (1981)
 EU0064
 EU0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0064'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0638 ***********************************************************************
 DU0638  DESIGNATION -  1422.94
 DU0638  PID         -  DU0638
 DU0638  STATE/COUNTY-  AZ/MARICOPA
 DU0638  USGS QUAD   -  BUCKHORN (1982)
 DU0638
 DU0638                         *CURRENT SURVEY CONTROL
 DU0638  ___________________________________________________________________
 DU0638* NAD 83(1986)-  33 24 58.     (N)    111 40 45.     (W)     SCALED    
 DU0638* NAVD 88     -       434.48   (+/-2cm)    1425.5    (feet)  VERTCON   
 DU0638  ___________________________________________________________________
 DU0638  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU0638
 DU0638  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0638
 DU0638.The horizontal coordinates were scaled from a topographic map and have
 DU0638.an estimated accuracy of +/- 6 seconds.
 DU0638
 DU0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0638.The vertical order pertains to the NGVD 29 superseded value.
 DU0638
 DU0638.The geoid height was determined by GEOID03.
 DU0638
 DU0638;                    North         East    Units  Estimated Accuracy
 DU0638;SPC AZ C     -   267,920.      235,450.      MT  (+/- 180 meters Scaled)
 DU0638
 DU0638                          SUPERSEDED SURVEY CONTROL
 DU0638
 DU0638  NGVD 29 (??/??/92)  433.938  (m)         1423.68   (f) ADJ UNCH    1 2
 DU0638
 DU0638.Superseded values are not recommended for survey control.
 DU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0638.See file dsdata.txt to determine how the superseded data were derived.
 DU0638
 DU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB368976(NAD 83)
 DU0638_MARKER: DD = SURVEY DISK
 DU0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0638_SP_SET: ABUTMENT
 DU0638_STAMPING: 1422.94 436.00
 DU0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0638
 DU0638  HISTORY     - Date     Condition        Report By
 DU0638  HISTORY     - UNK      MONUMENTED       AZHD
 DU0638  HISTORY     - 1948     GOOD             NGS
 DU0638  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0638
 DU0638                          STATION DESCRIPTION
 DU0638
 DU0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0638'7.6 MI W FROM APACHE JUNCTION.
 DU0638'ABOUT 7.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0638'21.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0638'THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0638'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0638
 DU0638                          STATION RECOVERY (1981)
 DU0638
 DU0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0638'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1150 ***********************************************************************
 DV1150  DESIGNATION -  1426.11
 DV1150  PID         -  DV1150
 DV1150  STATE/COUNTY-  AZ/LA PAZ
 DV1150  USGS QUAD   -  BEAR HILLS (1990)
 DV1150
 DV1150                         *CURRENT SURVEY CONTROL
 DV1150  ___________________________________________________________________
 DV1150* NAD 83(1986)-  33 40 19.     (N)    113 58 29.     (W)     SCALED    
 DV1150* NAVD 88     -       435.76   (+/-2cm)    1429.7    (feet)  VERTCON   
 DV1150  ___________________________________________________________________
 DV1150  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1150
 DV1150  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1150
 DV1150.The horizontal coordinates were scaled from a topographic map and have
 DV1150.an estimated accuracy of +/- 6 seconds.
 DV1150
 DV1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1150.The vertical order pertains to the NGVD 29 superseded value.
 DV1150
 DV1150.The geoid height was determined by GEOID03.
 DV1150
 DV1150;                    North         East    Units  Estimated Accuracy
 DV1150;SPC AZ W     -   296,300.      192,520.      MT  (+/- 180 meters Scaled)
 DV1150
 DV1150                          SUPERSEDED SURVEY CONTROL
 DV1150
 DV1150  NGVD 29 (??/??/92)  435.066  (m)         1427.38   (f) ADJ UNCH    1 2
 DV1150
 DV1150.Superseded values are not recommended for survey control.
 DV1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1150.See file dsdata.txt to determine how the superseded data were derived.
 DV1150
 DV1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC241297(NAD 83)
 DV1150_MARKER: DD = SURVEY DISK
 DV1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1150_SP_SET: BRIDGE
 DV1150_STAMPING: 1426.11 1810+70 1932
 DV1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1150
 DV1150  HISTORY     - Date     Condition        Report By
 DV1150  HISTORY     - 1932     MONUMENTED       AZHD
 DV1150  HISTORY     - 1962     GOOD             NGS
 DV1150  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1150
 DV1150                          STATION DESCRIPTION
 DV1150
 DV1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1150'1.85 MI W FROM BRENDA.
 DV1150'ABOUT 1.85 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP
 DV1150'AT BRENDA, SET IN THE TOP AND CENTER OF THE SOUTH HEADWALL OF A 20
 DV1150'FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 DV1150'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DV1150
 DV1150                          STATION RECOVERY (1981)
 DV1150
 DV1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1150'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1150'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0085 ***********************************************************************
 CH0085  DESIGNATION -  1428.76
 CH0085  PID         -  CH0085
 CH0085  STATE/COUNTY-  AZ/PIMA
 CH0085  USGS QUAD   -  LUKEVILLE (1988)
 CH0085
 CH0085                         *CURRENT SURVEY CONTROL
 CH0085  ___________________________________________________________________
 CH0085* NAD 83(1986)-  31 53 25.     (N)    112 48 43.     (W)     SCALED    
 CH0085* NAVD 88     -       435.59   (+/-2cm)    1429.1    (feet)  VERTCON   
 CH0085  ___________________________________________________________________
 CH0085  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CH0085
 CH0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0085
 CH0085.The horizontal coordinates were scaled from a topographic map and have
 CH0085.an estimated accuracy of +/- 6 seconds.
 CH0085
 CH0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0085.The vertical order pertains to the NGVD 29 superseded value.
 CH0085
 CH0085.The geoid height was determined by GEOID03.
 CH0085
 CH0085;                    North         East    Units  Estimated Accuracy
 CH0085;SPC AZ C     -    99,050.      128,670.      MT  (+/- 180 meters Scaled)
 CH0085
 CH0085                          SUPERSEDED SURVEY CONTROL
 CH0085
 CH0085  NGVD 29 (??/??/92)  434.850  (m)         1426.67   (f) ADJ UNCH    1 2
 CH0085
 CH0085.Superseded values are not recommended for survey control.
 CH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0085.See file dsdata.txt to determine how the superseded data were derived.
 CH0085
 CH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286297(NAD 83)
 CH0085_MARKER: DD = SURVEY DISK
 CH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0085_STAMPING: 41 74.76 BK 41 74.48 AHD 1428.76
 CH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0085+STABILITY: SURFACE MOTION
 CH0085
 CH0085  HISTORY     - Date     Condition        Report By
 CH0085  HISTORY     - UNK      MONUMENTED       USDA
 CH0085  HISTORY     - 1953     GOOD             NGS
 CH0085  HISTORY     - 19970306 GOOD             USPSQD
 CH0085
 CH0085                          STATION DESCRIPTION
 CH0085
 CH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0085'0.7 MI N FROM LUKEVILLE.
 CH0085'0.7 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0085'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 99 FEET EAST OF
 CH0085'THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF A WITNESS POST,
 CH0085'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0085'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0085
 CH0085                          STATION RECOVERY (1997)
 CH0085
 CH0085'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0084 ***********************************************************************
 CH0084  DESIGNATION -  1429.41
 CH0084  PID         -  CH0084
 CH0084  STATE/COUNTY-  AZ/PIMA
 CH0084  USGS QUAD   -  LUKEVILLE (1988)
 CH0084
 CH0084                         *CURRENT SURVEY CONTROL
 CH0084  ___________________________________________________________________
 CH0084* NAD 83(1986)-  31 53 28.     (N)    112 48 43.     (W)     SCALED    
 CH0084* NAVD 88     -       435.79   (+/-2cm)    1429.8    (feet)  VERTCON   
 CH0084  ___________________________________________________________________
 CH0084  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CH0084
 CH0084  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0084
 CH0084.The horizontal coordinates were scaled from a topographic map and have
 CH0084.an estimated accuracy of +/- 6 seconds.
 CH0084
 CH0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0084.The vertical order pertains to the NGVD 29 superseded value.
 CH0084
 CH0084.The geoid height was determined by GEOID03.
 CH0084
 CH0084;                    North         East    Units  Estimated Accuracy
 CH0084;SPC AZ C     -    99,140.      128,670.      MT  (+/- 180 meters Scaled)
 CH0084
 CH0084                          SUPERSEDED SURVEY CONTROL
 CH0084
 CH0084  NGVD 29 (??/??/92)  435.048  (m)         1427.32   (f) ADJ UNCH    1 2
 CH0084
 CH0084.Superseded values are not recommended for survey control.
 CH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0084.See file dsdata.txt to determine how the superseded data were derived.
 CH0084
 CH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286297(NAD 83)
 CH0084_MARKER: DD = SURVEY DISK
 CH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0084_STAMPING: 41 74.76 BK 41 74.48 AHD 1429.41
 CH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0084+STABILITY: SURFACE MOTION
 CH0084
 CH0084  HISTORY     - Date     Condition        Report By
 CH0084  HISTORY     - UNK      MONUMENTED       USDA
 CH0084  HISTORY     - 1953     GOOD             NGS
 CH0084  HISTORY     - 19970306 GOOD             USPSQD
 CH0084
 CH0084                          STATION DESCRIPTION
 CH0084
 CH0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0084'0.7 MI N FROM LUKEVILLE.
 CH0084'0.7 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0084'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 100 FEET WEST OF
 CH0084'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 CH0084'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0084'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0084
 CH0084                          STATION RECOVERY (1997)
 CH0084
 CH0084'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1227 ***********************************************************************
 DU1227  DESIGNATION -  143 DOR
 DU1227  PID         -  DU1227
 DU1227  STATE/COUNTY-  AZ/GILA
 DU1227  USGS QUAD   -  CEDAR CREEK (1978)
 DU1227
 DU1227                         *CURRENT SURVEY CONTROL
 DU1227  ___________________________________________________________________
 DU1227* NAD 83(1986)-  33 58 55.     (N)    110 14 20.     (W)     SCALED    
 DU1227* NAVD 88     -      1610.441  (meters)    5283.59   (feet)  ADJUSTED  
 DU1227  ___________________________________________________________________
 DU1227  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1227  DYNAMIC HT  -        1608.147 (meters)    5276.06  (feet)  COMP
 DU1227  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 DU1227
 DU1227  VERT ORDER  -  FIRST     CLASS II
 DU1227
 DU1227.The horizontal coordinates were scaled from a topographic map and have
 DU1227.an estimated accuracy of +/- 6 seconds.
 DU1227
 DU1227.The orthometric height was determined by differential leveling
 DU1227.and adjusted by the National Geodetic Survey in June 1991..
 DU1227
 DU1227.The geoid height was determined by GEOID03.
 DU1227
 DU1227.The dynamic height is computed by dividing the NAVD 88
 DU1227.geopotential number by the normal gravity value computed on the
 DU1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1227.degrees latitude (g = 980.6199 gals.).
 DU1227
 DU1227.The modeled gravity was interpolated from observed gravity values.
 DU1227
 DU1227;                    North         East    Units  Estimated Accuracy
 DU1227;SPC AZ E     -   330,650.      206,690.      MT  (+/- 180 meters Scaled)
 DU1227
 DU1227                          SUPERSEDED SURVEY CONTROL
 DU1227
 DU1227.No superseded survey control is available for this station.
 DU1227
 DU1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC703604(NAD 83)
 DU1227_MARKER: DB = BENCH MARK DISK
 DU1227_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1227_SP_SET: COPPER-CLAD STEEL ROD
 DU1227_STAMPING: 5281 143 DOR 1965
 DU1227_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1227
 DU1227  HISTORY     - Date     Condition        Report By
 DU1227  HISTORY     - 1965     MONUMENTED       USGS
 DU1227  HISTORY     - 1979     GOOD             NGS
 DU1227
 DU1227                          STATION DESCRIPTION
 DU1227
 DU1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1227'1.8 MI SE FROM CARRIZO JUNCTION.
 DU1227'1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1227'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1227'MILE MARKER 312, 98.8 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 DU1227'HIGHWAY AND 0.6 FOOT WEST-SOUTHWEST OF A BARBED WIRE FENCE.
 DU1227'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1227'REFUSAL.
 DU1227'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
 DU1227'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0712 ***********************************************************************
 GP0712  DESIGNATION -  143 DOR
 GP0712  PID         -  GP0712
 GP0712  STATE/COUNTY-  AZ/NAVAJO
 GP0712  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0712
 GP0712                         *CURRENT SURVEY CONTROL
 GP0712  ___________________________________________________________________
 GP0712* NAD 83(1986)-  36 34 27.     (N)    110 29 40.     (W)     SCALED    
 GP0712* NAVD 88     -      2048.454  (meters)    6720.64   (feet)  ADJUSTED  
 GP0712  ___________________________________________________________________
 GP0712  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GP0712  DYNAMIC HT  -        2045.869 (meters)    6712.16  (feet)  COMP
 GP0712  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 GP0712
 GP0712  VERT ORDER  -  SECOND    CLASS 0
 GP0712
 GP0712.The horizontal coordinates were scaled from a topographic map and have
 GP0712.an estimated accuracy of +/- 6 seconds.
 GP0712
 GP0712.The orthometric height was determined by differential leveling
 GP0712.and adjusted by the National Geodetic Survey in June 1991..
 GP0712
 GP0712.The geoid height was determined by GEOID03.
 GP0712
 GP0712.The dynamic height is computed by dividing the NAVD 88
 GP0712.geopotential number by the normal gravity value computed on the
 GP0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0712.degrees latitude (g = 980.6199 gals.).
 GP0712
 GP0712.The modeled gravity was interpolated from observed gravity values.
 GP0712
 GP0712;                    North         East    Units  Estimated Accuracy
 GP0712;SPC AZ E     -   618,270.      184,030.      MT  (+/- 180 meters Scaled)
 GP0712
 GP0712                          SUPERSEDED SURVEY CONTROL
 GP0712
 GP0712.No superseded survey control is available for this station.
 GP0712
 GP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF452477(NAD 83)
 GP0712_MARKER: DB = BENCH MARK DISK
 GP0712_SETTING: 66 = SET IN ROCK OUTCROP
 GP0712_SP_SET: ROCK OUTCROP
 GP0712_STAMPING: 143 DOR 1969 6717
 GP0712_MARK LOGO: USGS  
 GP0712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0712+STABILITY: POSITION/ELEVATION WELL
 GP0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0712+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0712
 GP0712  HISTORY     - Date     Condition        Report By
 GP0712  HISTORY     - 1969     MONUMENTED       USGS
 GP0712
 GP0712                          STATION DESCRIPTION
 GP0712
 GP0712'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0712'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0712'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0712'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 1.0 MILE NORTH, 66 FEET
 GP0712'NORTHWEST AND 6 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A
 GP0712'WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1090 ***********************************************************************
 CZ1090  DESIGNATION -  1433
 CZ1090  PID         -  CZ1090
 CZ1090  STATE/COUNTY-  AZ/PINAL
 CZ1090  USGS QUAD   -  COOLIDGE (1992)
 CZ1090
 CZ1090                         *CURRENT SURVEY CONTROL
 CZ1090  ___________________________________________________________________
 CZ1090* NAD 83(1986)-  32 56 40.     (N)    111 30 24.     (W)     SCALED    
 CZ1090* NAVD 88     -       436.94   (+/-2cm)    1433.5    (feet)  VERTCON   
 CZ1090  ___________________________________________________________________
 CZ1090  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1090
 CZ1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1090
 CZ1090.The horizontal coordinates were scaled from a topographic map and have
 CZ1090.an estimated accuracy of +/- 6 seconds.
 CZ1090
 CZ1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1090.The vertical order pertains to the NGVD 29 superseded value.
 CZ1090
 CZ1090.The geoid height was determined by GEOID03.
 CZ1090
 CZ1090;                    North         East    Units  Estimated Accuracy
 CZ1090;SPC AZ C     -   215,670.      251,700.      MT  (+/- 180 meters Scaled)
 CZ1090
 CZ1090                          SUPERSEDED SURVEY CONTROL
 CZ1090
 CZ1090  NGVD 29 (??/??/92)  436.471  (m)         1431.99   (f) ADJ UNCH    2 0
 CZ1090
 CZ1090.Superseded values are not recommended for survey control.
 CZ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1090.See file dsdata.txt to determine how the superseded data were derived.
 CZ1090
 CZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB526452(NAD 83)
 CZ1090_MARKER: DD = SURVEY DISK
 CZ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1090_STAMPING: 1433 1922
 CZ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1090+STABILITY: SURFACE MOTION
 CZ1090
 CZ1090  HISTORY     - Date     Condition        Report By
 CZ1090  HISTORY     - 1922     MONUMENTED       USGS
 CZ1090
 CZ1090                          STATION DESCRIPTION
 CZ1090
 CZ1090'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 CZ1090'2.4 MI S FROM COOLIDGE.
 CZ1090'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 CZ1090'PINAL COUNTY, AT THE CORNER OF SECS. 34 AND 35, T 5 S, R 8 E, 0.2 MILE
 CZ1090'EAST ALONG A ROAD FROM THE TRACK, ON THE SOUTH SIDE OF THE ROAD, AND
 CZ1090'OPPOSITE THE SOUTHWEST CORNER OF WEST RANCH.  A UNITED STATES
 CZ1090'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1433 1922 AND SET IN THE TOP
 CZ1090'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0680 ***********************************************************************
 DW0680  DESIGNATION -  1434.04
 DW0680  PID         -  DW0680
 DW0680  STATE/COUNTY-  AZ/LA PAZ
 DW0680  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0680
 DW0680                         *CURRENT SURVEY CONTROL
 DW0680  ___________________________________________________________________
 DW0680* NAD 83(1986)-  33 40 45.     (N)    114 05 29.     (W)     SCALED    
 DW0680* NAVD 88     -       438.08   (+/-2cm)    1437.3    (feet)  VERTCON   
 DW0680  ___________________________________________________________________
 DW0680  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DW0680
 DW0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0680
 DW0680.The horizontal coordinates were scaled from a topographic map and have
 DW0680.an estimated accuracy of +/- 6 seconds.
 DW0680
 DW0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0680.The vertical order pertains to the NGVD 29 superseded value.
 DW0680
 DW0680.The geoid height was determined by GEOID03.
 DW0680
 DW0680;                    North         East    Units  Estimated Accuracy
 DW0680;SPC AZ W     -   297,130.      181,710.      MT  (+/- 180 meters Scaled)
 DW0680
 DW0680                          SUPERSEDED SURVEY CONTROL
 DW0680
 DW0680  NGVD 29 (??/??/??)  437.383  (m)         1434.98   (f) ADJUSTED    1 2
 DW0680
 DW0680.Superseded values are not recommended for survey control.
 DW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0680.See file dsdata.txt to determine how the superseded data were derived.
 DW0680
 DW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT696303(NAD 83)
 DW0680_MARKER: DD = SURVEY DISK
 DW0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0680_SP_SET: HEADWALL
 DW0680_STAMPING: 1434.04 1447+71.25
 DW0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0680
 DW0680  HISTORY     - Date     Condition        Report By
 DW0680  HISTORY     - UNK      MONUMENTED       AZHD
 DW0680  HISTORY     - 1933     GOOD             NGS
 DW0680  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0680
 DW0680                          STATION DESCRIPTION
 DW0680
 DW0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0680'8.6 MI E FROM QUARTZSITE.
 DW0680'ABOUT 8.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0680'COUNTY, AT STATION 1447+71.25, AT A CONCRETE BRIDGE, AND IN THE
 DW0680'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0680'DEPARTMENT STANDARD DISK, STAMPED 1434.04 1447+71.25.
 DW0680
 DW0680                          STATION RECOVERY (1962)
 DW0680
 DW0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0437 ***********************************************************************
 CZ0437  DESIGNATION -  1435+36
 CZ0437  PID         -  CZ0437
 CZ0437  STATE/COUNTY-  AZ/PINAL
 CZ0437  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0437
 CZ0437                         *CURRENT SURVEY CONTROL
 CZ0437  ___________________________________________________________________
 CZ0437* NAD 83(1986)-  32 42 54.     (N)    111 06 09.     (W)     SCALED    
 CZ0437* NAVD 88     -       864.35   (+/-2cm)    2835.8    (feet)  VERTCON   
 CZ0437  ___________________________________________________________________
 CZ0437  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0437
 CZ0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0437
 CZ0437.The horizontal coordinates were scaled from a topographic map and have
 CZ0437.an estimated accuracy of +/- 6 seconds.
 CZ0437
 CZ0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0437.The vertical order pertains to the NGVD 29 superseded value.
 CZ0437
 CZ0437.The geoid height was determined by GEOID03.
 CZ0437
 CZ0437;                    North         East    Units  Estimated Accuracy
 CZ0437;SPC AZ C     -   190,440.      289,680.      MT  (+/- 180 meters Scaled)
 CZ0437
 CZ0437                          SUPERSEDED SURVEY CONTROL
 CZ0437
 CZ0437  NGVD 29 (??/??/92)  863.724  (m)         2833.73   (f) ADJ UNCH    2 0
 CZ0437
 CZ0437.Superseded values are not recommended for survey control.
 CZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0437.See file dsdata.txt to determine how the superseded data were derived.
 CZ0437
 CZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB903196(NAD 83)
 CZ0437_MARKER: DD = SURVEY DISK
 CZ0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0437_SP_SET: CULVERT
 CZ0437_STAMPING: 1435+36 2833.61
 CZ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0437
 CZ0437  HISTORY     - Date     Condition        Report By
 CZ0437  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0437  HISTORY     - 1962     GOOD             NGS
 CZ0437
 CZ0437                          STATION DESCRIPTION
 CZ0437
 CZ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0437'14.3 MI NW FROM ORACLE JUNCTION.
 CZ0437'14.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0437'JUNCTION, 15.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 3.6 FEET
 CZ0437'NORTH OF THE SOUTH END OF A CONCRETE CULVERT, A STANDARD DISK SET IN A
 CZ0437'DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0637 ***********************************************************************
 DU0637  DESIGNATION -  1436.79
 DU0637  PID         -  DU0637
 DU0637  STATE/COUNTY-  AZ/MARICOPA
 DU0637  USGS QUAD   -  BUCKHORN (1982)
 DU0637
 DU0637                         *CURRENT SURVEY CONTROL
 DU0637  ___________________________________________________________________
 DU0637* NAD 83(1986)-  33 24 55.     (N)    111 40 20.     (W)     SCALED    
 DU0637* NAVD 88     -       437.348  (meters)    1434.87   (feet)  READJUSTED
 DU0637  ___________________________________________________________________
 DU0637  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU0637  DYNAMIC HT  -         436.830 (meters)    1433.17  (feet)  COMP
 DU0637  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 DU0637
 DU0637  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0637
 DU0637.The horizontal coordinates were scaled from a topographic map and have
 DU0637.an estimated accuracy of +/- 6 seconds.
 DU0637
 DU0637.The orthometric height was determined by differential leveling
 DU0637.and adjusted by the National Geodetic Survey in April 1999..
 DU0637.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0637.distribution rate greater than 8.0 mm/km.
 DU0637.The height was derived from older observations constrained to new
 DU0637.heights in a crustal motion area.  The height is approximate in
 DU0637.relation to other heights in its vicinity.
 DU0637
 DU0637.The geoid height was determined by GEOID03.
 DU0637
 DU0637.The dynamic height is computed by dividing the NAVD 88
 DU0637.geopotential number by the normal gravity value computed on the
 DU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0637.degrees latitude (g = 980.6199 gals.).
 DU0637
 DU0637.The modeled gravity was interpolated from observed gravity values.
 DU0637
 DU0637;                    North         East    Units  Estimated Accuracy
 DU0637;SPC AZ C     -   267,830.      236,090.      MT  (+/- 180 meters Scaled)
 DU0637
 DU0637                          SUPERSEDED SURVEY CONTROL
 DU0637
 DU0637  NAVD 88 (06/15/91)  437.382  (m)         1434.98   (f) UNKNOWN     1 2
 DU0637
 DU0637.Superseded values are not recommended for survey control.
 DU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0637.See file dsdata.txt to determine how the superseded data were derived.
 DU0637
 DU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB374975(NAD 83)
 DU0637_MARKER: DD = SURVEY DISK
 DU0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0637_SP_SET: ABUTMENT
 DU0637_STAMPING: 1436.79 457.30
 DU0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0637
 DU0637  HISTORY     - Date     Condition        Report By
 DU0637  HISTORY     - UNK      MONUMENTED       AZHD
 DU0637  HISTORY     - 1948     GOOD             NGS
 DU0637  HISTORY     - 1981     GOOD             NGS
 DU0637  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0637
 DU0637                          STATION DESCRIPTION
 DU0637
 DU0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0637'7.2 MI W FROM APACHE JUNCTION.
 DU0637'ABOUT 7.2 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0637'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0637'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0637'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0637
 DU0637                          STATION RECOVERY (1981)
 DU0637
 DU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0637'2.7 KILOMETERS (1.7 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0637'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0637'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0637'WOODEN HEADWALL, 0.2 KILOMETER (0.1 MILE) WEST OF NORTH 74TH STREET,
 DU0637'5.1 METERS (16.7 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0637'EASTBOUND TRAFFIC LANES.
 DU0637'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0637
 DU0637                          STATION RECOVERY (1994)
 DU0637
 DU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0637'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0065 ***********************************************************************
 EU0065  DESIGNATION -  1438.28
 EU0065  PID         -  EU0065
 EU0065  STATE/COUNTY-  AZ/MOHAVE
 EU0065  USGS QUAD   -  YUCCA (1970)
 EU0065
 EU0065                         *CURRENT SURVEY CONTROL
 EU0065  ___________________________________________________________________
 EU0065* NAD 83(1986)-  34 46 45.     (N)    114 10 55.     (W)     SCALED    
 EU0065* NAVD 88     -       438.69   (+/-2cm)    1439.3    (feet)  VERTCON   
 EU0065  ___________________________________________________________________
 EU0065  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 EU0065
 EU0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0065
 EU0065.The horizontal coordinates were scaled from a topographic map and have
 EU0065.an estimated accuracy of +/- 6 seconds.
 EU0065
 EU0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0065.The vertical order pertains to the NGVD 29 superseded value.
 EU0065
 EU0065.The geoid height was determined by GEOID03.
 EU0065
 EU0065;                    North         East    Units  Estimated Accuracy
 EU0065;SPC AZ W     -   419,180.      173,830.      MT  (+/- 180 meters Scaled)
 EU0065
 EU0065                          SUPERSEDED SURVEY CONTROL
 EU0065
 EU0065  NGVD 29 (??/??/??)  437.975  (m)         1436.92   (f) ADJUSTED    2 0
 EU0065
 EU0065.Superseded values are not recommended for survey control.
 EU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0065.See file dsdata.txt to determine how the superseded data were derived.
 EU0065
 EU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU578521(NAD 83)
 EU0065_MARKER: DD = SURVEY DISK
 EU0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0065_SP_SET: CULVERT
 EU0065_STAMPING: 1438.28 975X7175 1951
 EU0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0065
 EU0065  HISTORY     - Date     Condition        Report By
 EU0065  HISTORY     - 1951     MONUMENTED       AZHD
 EU0065  HISTORY     - 1961     GOOD             NGS
 EU0065  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0065  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0065
 EU0065                          STATION DESCRIPTION
 EU0065
 EU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0065'7.7 MI SW FROM YUCCA.
 EU0065'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0065'YUCCA, THENCE 7.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0065'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0065'OF A 55 FOOT CONCRETE BOX CULVERT WITH 5 OPENINGS, 20 FEET
 EU0065'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0065'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0065
 EU0065                          STATION RECOVERY (1970)
 EU0065
 EU0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0065'MARK NOT FOUND.
 EU0065
 EU0065                          STATION RECOVERY (1981)
 EU0065
 EU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0523 ***********************************************************************
 CZ0523  DESIGNATION -  143+93.4
 CZ0523  PID         -  CZ0523
 CZ0523  STATE/COUNTY-  AZ/PIMA
 CZ0523  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0523
 CZ0523                         *CURRENT SURVEY CONTROL
 CZ0523  ___________________________________________________________________
 CZ0523* NAD 83(1986)-  32 23 41.     (N)    111 07 18.     (W)     SCALED    
 CZ0523* NAVD 88     -       637.223  (meters)    2090.62   (feet)  ADJUSTED  
 CZ0523  ___________________________________________________________________
 CZ0523  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0523  DYNAMIC HT  -         636.374 (meters)    2087.84  (feet)  COMP
 CZ0523  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 CZ0523
 CZ0523  VERT ORDER  -  FIRST     CLASS II
 CZ0523
 CZ0523.The horizontal coordinates were scaled from a topographic map and have
 CZ0523.an estimated accuracy of +/- 6 seconds.
 CZ0523
 CZ0523.The orthometric height was determined by differential leveling
 CZ0523.and adjusted by the National Geodetic Survey in June 1991..
 CZ0523
 CZ0523.The geoid height was determined by GEOID03.
 CZ0523
 CZ0523.The dynamic height is computed by dividing the NAVD 88
 CZ0523.geopotential number by the normal gravity value computed on the
 CZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0523.degrees latitude (g = 980.6199 gals.).
 CZ0523
 CZ0523.The modeled gravity was interpolated from observed gravity values.
 CZ0523
 CZ0523;                    North         East    Units  Estimated Accuracy
 CZ0523;SPC AZ C     -   154,910.      288,150.      MT  (+/- 180 meters Scaled)
 CZ0523
 CZ0523                          SUPERSEDED SURVEY CONTROL
 CZ0523
 CZ0523  NGVD 29 (??/??/92)  636.574  (m)         2088.49   (f) ADJ UNCH    1 2
 CZ0523
 CZ0523.Superseded values are not recommended for survey control.
 CZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0523.See file dsdata.txt to determine how the superseded data were derived.
 CZ0523
 CZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA885841(NAD 83)
 CZ0523_MARKER: DD = SURVEY DISK
 CZ0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0523_SP_SET: CULVERT
 CZ0523_STAMPING: 2088.80 143+93.4
 CZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0523
 CZ0523  HISTORY     - Date     Condition        Report By
 CZ0523  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0523  HISTORY     - 1951     GOOD             NGS
 CZ0523  HISTORY     - 1980     GOOD             NGS
 CZ0523
 CZ0523                          STATION DESCRIPTION
 CZ0523
 CZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0523'2.1 MI SE FROM RILLITO.
 CZ0523'2.1 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0523'PACIFIC RAILROAD FROM THE RAILROAD STATION AT RILLITO, 4 POLES
 CZ0523'NORTHWEST OF MILEPOLE 969, AT RAILROAD MILEAGE 968.88, SET IN TOP OF
 CZ0523'THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A 3 X 6 FEET
 CZ0523'BOX-TYPE CONCRETE HIGHWAY CULVERT, 61.0 FEET SOUTHEAST OF TELEGRAPH
 CZ0523'POLE 11459, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 CZ0523'AND ABOUT EVEN WITH THE HIGHWAY IN ELEVATION.
 CZ0523
 CZ0523                          STATION RECOVERY (1980)
 CZ0523
 CZ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0523'24.1 KILOMETERS (15.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0523'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 968.88,
 CZ0523'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A BOX CULVERT
 CZ0523'UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 37.5 METERS (123
 CZ0523'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16 FEET) NORTHEAST
 CZ0523'OF THE CENTERLINE OF THE ROAD AND 1.1 METERS (3.6 FEET) NORTHWEST OF
 CZ0523'THE SOUTHEAST END OF THE HEADWALL.
 CZ0523'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0283 ***********************************************************************
 FS0283  DESIGNATION -  1439+35
 FS0283  PID         -  FS0283
 FS0283  STATE/COUNTY-  AZ/MOHAVE
 FS0283  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0283
 FS0283                         *CURRENT SURVEY CONTROL
 FS0283  ___________________________________________________________________
 FS0283* NAD 83(1986)-  35 42 30.     (N)    114 28 49.     (W)     SCALED    
 FS0283* NAVD 88     -       739.367  (meters)    2425.74   (feet)  POSTED    
 FS0283  ___________________________________________________________________
 FS0283  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0283  DYNAMIC HT  -         738.570 (meters)    2423.13  (feet)  COMP
 FS0283  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 FS0283
 FS0283  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0283
 FS0283.The horizontal coordinates were scaled from a topographic map and have
 FS0283.an estimated accuracy of +/- 6 seconds.
 FS0283
 FS0283.The orthometric height was determined by differential leveling
 FS0283.and adjusted by the National Geodetic Survey in 1992..
 FS0283.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0283.rate of 1.1 thru 2.0 mm/km.
 FS0283
 FS0283.The geoid height was determined by GEOID03.
 FS0283
 FS0283.The dynamic height is computed by dividing the NAVD 88
 FS0283.geopotential number by the normal gravity value computed on the
 FS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0283.degrees latitude (g = 980.6199 gals.).
 FS0283
 FS0283.The modeled gravity was interpolated from observed gravity values.
 FS0283
 FS0283;                    North         East    Units  Estimated Accuracy
 FS0283;SPC AZ W     -   522,420.      147,280.      MT  (+/- 180 meters Scaled)
 FS0283
 FS0283                          SUPERSEDED SURVEY CONTROL
 FS0283
 FS0283  NGVD 29 (??/??/92)  738.666  (m)         2423.44   (f) ADJ UNCH    1 1
 FS0283
 FS0283.Superseded values are not recommended for survey control.
 FS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0283.See file dsdata.txt to determine how the superseded data were derived.
 FS0283
 FS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV279545(NAD 83)
 FS0283_MARKER: DB = BENCH MARK DISK
 FS0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0283_SP_SET: CULVERT
 FS0283_STAMPING: 1439+35 2424.81 1936
 FS0283_MARK LOGO: AZHD  
 FS0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0283
 FS0283  HISTORY     - Date     Condition        Report By
 FS0283  HISTORY     - 1936     MONUMENTED       AZHD
 FS0283  HISTORY     - 1949     GOOD             NGS
 FS0283  HISTORY     - 1982     GOOD             NGS
 FS0283
 FS0283                          STATION DESCRIPTION
 FS0283
 FS0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0283'25.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0283'25.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0283'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 0.3 MILE
 FS0283'NORTHWEST OF BOULDER INN, 0.15 MILE NORTHWEST OF MILEPOLE 28,
 FS0283'AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0283'APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0283'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 FS0283'HIGHER THAN THE HIGHWAY.
 FS0283
 FS0283                          STATION RECOVERY (1982)
 FS0283
 FS0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0283'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0371 ***********************************************************************
 CY0371  DESIGNATION -  144
 CY0371  PID         -  CY0371
 CY0371  STATE/COUNTY-  AZ/COCHISE
 CY0371  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0371
 CY0371                         *CURRENT SURVEY CONTROL
 CY0371  ___________________________________________________________________
 CY0371* NAD 83(1986)-  32 07 58.     (N)    109 54 40.     (W)     SCALED    
 CY0371* NAVD 88     -      1268.02   (+/-2cm)    4160.2    (feet)  VERTCON   
 CY0371  ___________________________________________________________________
 CY0371  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0371
 CY0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0371
 CY0371.The horizontal coordinates were scaled from a topographic map and have
 CY0371.an estimated accuracy of +/- 6 seconds.
 CY0371
 CY0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0371.The vertical order pertains to the NGVD 29 superseded value.
 CY0371
 CY0371.The geoid height was determined by GEOID03.
 CY0371
 CY0371;                    North         East    Units  Estimated Accuracy
 CY0371;SPC AZ E     -   125,620.      237,470.      MT  (+/- 180 meters Scaled)
 CY0371
 CY0371                          SUPERSEDED SURVEY CONTROL
 CY0371
 CY0371  NGVD 29 (??/??/92) 1267.260  (m)         4157.67   (f) ADJ UNCH    1 2
 CY0371
 CY0371.Superseded values are not recommended for survey control.
 CY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0371.See file dsdata.txt to determine how the superseded data were derived.
 CY0371
 CY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA027556(NAD 83)
 CY0371_MARKER: P = PIPE CAP
 CY0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0371_STAMPING: 144 H 1907
 CY0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0371
 CY0371  HISTORY     - Date     Condition        Report By
 CY0371  HISTORY     - 1907     MONUMENTED       USGS
 CY0371  HISTORY     - 1952     GOOD             NGS
 CY0371
 CY0371                          STATION DESCRIPTION
 CY0371
 CY0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0371'1.55 MI NE FROM COCHISE.
 CY0371'1.55 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0371'THE STATION AT COCHISE, AT OVERPASS NUMBER 1065.37, 240 1/2 FEET NORTH
 CY0371'OF THE OVERPASS, 98.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 69.0 FEET
 CY0371'NORTHEAST OF A T JUNCTION IN THE FENCE LINE, 5.4 FEET SOUTHWEST OF A
 CY0371'WITNESS POST, 1.8 FEET NORTHWEST OF A FENCE, ABOUT 2.0 FEET LOWER THAN
 CY0371'THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 CY0371'1.2 FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS VERY LOOSE, SHOWS
 CY0371'SIGNS OF BEING RUSTED WHERE THE IRON PIPE STARTS PROJECTING FROM THE
 CY0371'GROUND, UNITED STATES GEOLOGICAL SURVEY PERSONNEL ALSO REPORTED THAT
 CY0371'THEY COULD NOT CHECK INTO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0742 ***********************************************************************
 FR0742  DESIGNATION -  144 0
 FR0742  PID         -  FR0742
 FR0742  STATE/COUNTY-  AZ/COCONINO
 FR0742  USGS QUAD   -  YAMPAI (1981)
 FR0742
 FR0742                         *CURRENT SURVEY CONTROL
 FR0742  ___________________________________________________________________
 FR0742* NAD 83(1986)-  35 28 41.     (N)    113 08 14.     (W)     SCALED    
 FR0742* NAVD 88     -      1596.015  (meters)    5236.26   (feet)  ADJUSTED  
 FR0742  ___________________________________________________________________
 FR0742  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0742  DYNAMIC HT  -        1593.965 (meters)    5229.53  (feet)  COMP
 FR0742  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 FR0742
 FR0742  VERT ORDER  -  FIRST     CLASS II
 FR0742
 FR0742.The horizontal coordinates were scaled from a topographic map and have
 FR0742.an estimated accuracy of +/- 6 seconds.
 FR0742
 FR0742.The orthometric height was determined by differential leveling
 FR0742.and adjusted by the National Geodetic Survey in June 1991..
 FR0742
 FR0742.The geoid height was determined by GEOID03.
 FR0742
 FR0742.The dynamic height is computed by dividing the NAVD 88
 FR0742.geopotential number by the normal gravity value computed on the
 FR0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0742.degrees latitude (g = 980.6199 gals.).
 FR0742
 FR0742.The modeled gravity was interpolated from observed gravity values.
 FR0742
 FR0742;                    North         East    Units  Estimated Accuracy
 FR0742;SPC AZ C     -   497,290.      102,600.      MT  (+/- 180 meters Scaled)
 FR0742
 FR0742                          SUPERSEDED SURVEY CONTROL
 FR0742
 FR0742.No superseded survey control is available for this station.
 FR0742
 FR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE061281(NAD 83)
 FR0742_MARKER: DB = BENCH MARK DISK
 FR0742_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FR0742+WITH SETTING: PAVEMENT
 FR0742_SP_SET: GAS PUMP ISLAND
 FR0742_STAMPING: 144-0 1966
 FR0742_MARK LOGO: USGS  
 FR0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0742+STABILITY: SURFACE MOTION
 FR0742
 FR0742  HISTORY     - Date     Condition        Report By
 FR0742  HISTORY     - 1966     MONUMENTED       USGS
 FR0742  HISTORY     - 1982     GOOD             NGS
 FR0742
 FR0742                          STATION DESCRIPTION
 FR0742
 FR0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0742'33.0 KM (20.4 MI) EAST FROM PEACH SPRINGS.
 FR0742'33.0 KM (20.4 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0742'PEACH SPRINGS, 18.0 KM (11.2 MI) NORTHWEST OF SELIGMAN, 0.3 KM (0.2
 FR0742'MI) WEST OF MILEPOST 122, AT THE CALVARY HOGAN MISSION OLD MOTEL AND
 FR0742'SERVICE STATION, IN TOP OF THE EAST END OF THE GAS PUMP ISLAND, 30.4
 FR0742'METERS (100 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.4 METERS (18
 FR0742'FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 0.3 METER (1 FT)
 FR0742'WEST OF THE EAST END OF THE ISLAND.
 FR0742'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1228 ***********************************************************************
 DU1228  DESIGNATION -  144 DOR
 DU1228  PID         -  DU1228
 DU1228  STATE/COUNTY-  AZ/GILA
 DU1228  USGS QUAD   -  CEDAR CREEK (1978)
 DU1228
 DU1228                         *CURRENT SURVEY CONTROL
 DU1228  ___________________________________________________________________
 DU1228* NAD 83(1986)-  33 58 11.     (N)    110 14 16.     (W)     SCALED    
 DU1228* NAVD 88     -      1588.073  (meters)    5210.20   (feet)  ADJUSTED  
 DU1228  ___________________________________________________________________
 DU1228  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DU1228  DYNAMIC HT  -        1585.808 (meters)    5202.77  (feet)  COMP
 DU1228  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 DU1228
 DU1228  VERT ORDER  -  FIRST     CLASS II
 DU1228
 DU1228.The horizontal coordinates were scaled from a topographic map and have
 DU1228.an estimated accuracy of +/- 6 seconds.
 DU1228
 DU1228.The orthometric height was determined by differential leveling
 DU1228.and adjusted by the National Geodetic Survey in June 1991..
 DU1228
 DU1228.The geoid height was determined by GEOID03.
 DU1228
 DU1228.The dynamic height is computed by dividing the NAVD 88
 DU1228.geopotential number by the normal gravity value computed on the
 DU1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1228.degrees latitude (g = 980.6199 gals.).
 DU1228
 DU1228.The modeled gravity was interpolated from observed gravity values.
 DU1228
 DU1228;                    North         East    Units  Estimated Accuracy
 DU1228;SPC AZ E     -   329,300.      206,790.      MT  (+/- 180 meters Scaled)
 DU1228
 DU1228                          SUPERSEDED SURVEY CONTROL
 DU1228
 DU1228.No superseded survey control is available for this station.
 DU1228
 DU1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC704590(NAD 83)
 DU1228_MARKER: DB = BENCH MARK DISK
 DU1228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1228_SP_SET: COPPER-CLAD STEEL ROD
 DU1228_STAMPING: 5208 144 DOR 1965
 DU1228_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1228
 DU1228  HISTORY     - Date     Condition        Report By
 DU1228  HISTORY     - 1965     MONUMENTED       USGS
 DU1228  HISTORY     - 1979     GOOD             NGS
 DU1228
 DU1228                          STATION DESCRIPTION
 DU1228
 DU1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1228'2.9 MI SE FROM CARRIZO JUNCTION.
 DU1228'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1228'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.25 MILE SOUTHEAST OF HIGHWAY
 DU1228'MILE MARKER 313, 98.9 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1228'AND 0.5 FOOT SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1228'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1228'THE MARK IS 0.9 FT  SW FROM A WITNESS POST.
 DU1228'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0472 ***********************************************************************
 GQ0472  DESIGNATION -  144 DOR
 GQ0472  PID         -  GQ0472
 GQ0472  STATE/COUNTY-  AZ/MOHAVE
 GQ0472  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0472
 GQ0472                         *CURRENT SURVEY CONTROL
 GQ0472  ___________________________________________________________________
 GQ0472* NAD 83(1986)-  36 31 48.     (N)    113 23 51.     (W)     SCALED    
 GQ0472* NAVD 88     -      1570.762  (meters)    5153.41   (feet)  POSTED    
 GQ0472  ___________________________________________________________________
 GQ0472  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0472  DYNAMIC HT  -        1568.920 (meters)    5147.36  (feet)  COMP
 GQ0472  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 GQ0472
 GQ0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0472
 GQ0472.The horizontal coordinates were scaled from a topographic map and have
 GQ0472.an estimated accuracy of +/- 6 seconds.
 GQ0472
 GQ0472.The orthometric height was determined by differential leveling
 GQ0472.and adjusted by the National Geodetic Survey in 1992..
 GQ0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0472.rate of 0.0 thru 1.0 mm/km.
 GQ0472
 GQ0472.The geoid height was determined by GEOID03.
 GQ0472
 GQ0472.The dynamic height is computed by dividing the NAVD 88
 GQ0472.geopotential number by the normal gravity value computed on the
 GQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0472.degrees latitude (g = 980.6199 gals.).
 GQ0472
 GQ0472.The modeled gravity was interpolated from observed gravity values.
 GQ0472
 GQ0472;                    North         East    Units  Estimated Accuracy
 GQ0472;SPC AZ W     -   613,400.      244,930.      MT  (+/- 180 meters Scaled)
 GQ0472
 GQ0472                          SUPERSEDED SURVEY CONTROL
 GQ0472
 GQ0472.No superseded survey control is available for this station.
 GQ0472
 GQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF853454(NAD 83)
 GQ0472_MARKER: DB = BENCH MARK DISK
 GQ0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0472_SP_SET: COPPER-CLAD STEEL ROD
 GQ0472_STAMPING: 144 DOR 1970 5150
 GQ0472_MARK LOGO: USGS  
 GQ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0472
 GQ0472  HISTORY     - Date     Condition        Report By
 GQ0472  HISTORY     - 1970     MONUMENTED       USGS
 GQ0472
 GQ0472                          STATION DESCRIPTION
 GQ0472
 GQ0472'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0472'75.8 KM (47.10 MI) SSE FROM ST GEORGE UT.
 GQ0472'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0472'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0472'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0472'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 1.2 MILES SOUTHWEST, 45 FEET
 GQ0472'SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0472'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0713 ***********************************************************************
 GP0713  DESIGNATION -  144 DOR
 GP0713  PID         -  GP0713
 GP0713  STATE/COUNTY-  AZ/NAVAJO
 GP0713  USGS QUAD   -  SHONTO SE (1982)
 GP0713
 GP0713                         *CURRENT SURVEY CONTROL
 GP0713  ___________________________________________________________________
 GP0713* NAD 83(1986)-  36 33 42.     (N)    110 30 08.     (W)     SCALED    
 GP0713* NAVD 88     -      2036.972  (meters)    6682.97   (feet)  ADJUSTED  
 GP0713  ___________________________________________________________________
 GP0713  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GP0713  DYNAMIC HT  -        2034.359 (meters)    6674.39  (feet)  COMP
 GP0713  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 GP0713
 GP0713  VERT ORDER  -  SECOND    CLASS 0
 GP0713
 GP0713.The horizontal coordinates were scaled from a topographic map and have
 GP0713.an estimated accuracy of +/- 6 seconds.
 GP0713
 GP0713.The orthometric height was determined by differential leveling
 GP0713.and adjusted by the National Geodetic Survey in June 1991..
 GP0713
 GP0713.The geoid height was determined by GEOID03.
 GP0713
 GP0713.The dynamic height is computed by dividing the NAVD 88
 GP0713.geopotential number by the normal gravity value computed on the
 GP0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0713.degrees latitude (g = 980.6199 gals.).
 GP0713
 GP0713.The modeled gravity was interpolated from observed gravity values.
 GP0713
 GP0713;                    North         East    Units  Estimated Accuracy
 GP0713;SPC AZ E     -   616,880.      183,320.      MT  (+/- 180 meters Scaled)
 GP0713
 GP0713                          SUPERSEDED SURVEY CONTROL
 GP0713
 GP0713.No superseded survey control is available for this station.
 GP0713
 GP0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF445463(NAD 83)
 GP0713_MARKER: DB = BENCH MARK DISK
 GP0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0713_SP_SET: COPPER-CLAD STEEL ROD
 GP0713_STAMPING: 144 DOR 1969 6680
 GP0713_MARK LOGO: USGS  
 GP0713_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0713+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0713
 GP0713  HISTORY     - Date     Condition        Report By
 GP0713  HISTORY     - 1969     MONUMENTED       USGS
 GP0713
 GP0713                          STATION DESCRIPTION
 GP0713
 GP0713'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0713'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0713'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAT 164 TO A ROAD
 GP0713'NORTH TOWARD NAVAJO NATIONAL MONUMENT, 100 FEET NORTH OF THE HIGHWAY,
 GP0713'46 FEET EAST OF THE NATIONAL MONUMENT ROAD, 2 FEET SOUTH OF A
 GP0713'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0713'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0636 ***********************************************************************
 DU0636  DESIGNATION -  1443.55
 DU0636  PID         -  DU0636
 DU0636  STATE/COUNTY-  AZ/MARICOPA
 DU0636  USGS QUAD   -  BUCKHORN (1982)
 DU0636
 DU0636                         *CURRENT SURVEY CONTROL
 DU0636  ___________________________________________________________________
 DU0636* NAD 83(1986)-  33 24 55.     (N)    111 40 08.     (W)     SCALED    
 DU0636* NAVD 88     -       440.76   (+/-2cm)    1446.1    (feet)  VERTCON   
 DU0636  ___________________________________________________________________
 DU0636  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0636
 DU0636  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0636
 DU0636.The horizontal coordinates were scaled from a topographic map and have
 DU0636.an estimated accuracy of +/- 6 seconds.
 DU0636
 DU0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0636.The vertical order pertains to the NGVD 29 superseded value.
 DU0636
 DU0636.The geoid height was determined by GEOID03.
 DU0636
 DU0636;                    North         East    Units  Estimated Accuracy
 DU0636;SPC AZ C     -   267,830.      236,400.      MT  (+/- 180 meters Scaled)
 DU0636
 DU0636                          SUPERSEDED SURVEY CONTROL
 DU0636
 DU0636  NGVD 29 (??/??/92)  440.218  (m)         1444.28   (f) ADJ UNCH    1 2
 DU0636
 DU0636.Superseded values are not recommended for survey control.
 DU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0636.See file dsdata.txt to determine how the superseded data were derived.
 DU0636
 DU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB378975(NAD 83)
 DU0636_MARKER: DD = SURVEY DISK
 DU0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0636_SP_SET: ABUTMENT
 DU0636_STAMPING: 1443.55 468.00
 DU0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0636
 DU0636  HISTORY     - Date     Condition        Report By
 DU0636  HISTORY     - UNK      MONUMENTED       AZHD
 DU0636  HISTORY     - 1948     GOOD             NGS
 DU0636  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DU0636
 DU0636                          STATION DESCRIPTION
 DU0636
 DU0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0636'7.0 MI W FROM APACHE JUNCTION.
 DU0636'ABOUT 7.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0636'21.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0636'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0636'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0636
 DU0636                          STATION RECOVERY (1981)
 DU0636
 DU0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0636'3.0 KILOMETERS (1.9 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0636'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0636'OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT 0.2
 DU0636'KILOMETER (0.1 MILE) EAST OF NORTH 74TH STREET, 0.2 KILOMETER (0.1
 DU0636'MILE) WEST OF NORTH 76TH STREET, 5.0 METERS (16.5 FEET) NORTH OF
 DU0636'THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES. NOTE MARK IS
 DU0636'INACCESSIBLE BECAUSE THE WOODEN HEADWALL LIES OVER THE DISK AND WILL
 DU0636'NOT BE INCLUDED IN 1981 LEVELS.
 DU0636'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1154 ***********************************************************************
 CZ1154  DESIGNATION -  1444.1
 CZ1154  PID         -  CZ1154
 CZ1154  STATE/COUNTY-  AZ/PINAL
 CZ1154  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1154
 CZ1154                         *CURRENT SURVEY CONTROL
 CZ1154  ___________________________________________________________________
 CZ1154* NAD 83(1986)-  32 44 03.     (N)    111 49 07.     (W)     SCALED    
 CZ1154* NAVD 88     -       440.73   (+/-2cm)    1446.0    (feet)  VERTCON   
 CZ1154  ___________________________________________________________________
 CZ1154  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ1154
 CZ1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1154
 CZ1154.The horizontal coordinates were scaled from a topographic map and have
 CZ1154.an estimated accuracy of +/- 6 seconds.
 CZ1154
 CZ1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1154.The vertical order pertains to the NGVD 29 superseded value.
 CZ1154
 CZ1154.The geoid height was determined by GEOID03.
 CZ1154
 CZ1154;                    North         East    Units  Estimated Accuracy
 CZ1154;SPC AZ C     -   192,280.      222,550.      MT  (+/- 180 meters Scaled)
 CZ1154
 CZ1154                          SUPERSEDED SURVEY CONTROL
 CZ1154
 CZ1154  NGVD 29 (??/??/92)  440.130  (m)         1443.99   (f) ADJ UNCH    2 0
 CZ1154
 CZ1154.Superseded values are not recommended for survey control.
 CZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1154.See file dsdata.txt to determine how the superseded data were derived.
 CZ1154
 CZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB232221(NAD 83)
 CZ1154_MARKER: B = BOLT
 CZ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1154+STABILITY: SURFACE MOTION
 CZ1154
 CZ1154  HISTORY     - Date     Condition        Report By
 CZ1154  HISTORY     - UNK      MONUMENTED       USGS
 CZ1154  HISTORY     - 1952     GOOD             NGS
 CZ1154
 CZ1154                          STATION DESCRIPTION
 CZ1154
 CZ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1154'2.9 MI W FROM CHIU CHUISCHU.
 CZ1154'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1154'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1154'ROAD, THENCE 2.0 MILES WEST ALONG A TRACK ROAD, 0.35 MILE EAST OF THE
 CZ1154'SOUTH END OF A LEVEE, 101 FEET EAST OF A POINT WHERE THE ROAD CROSSES
 CZ1154'A SMALL WASH, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 CZ1154'AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CZ1154'ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0281 ***********************************************************************
 FS0281  DESIGNATION -  1445+00
 FS0281  PID         -  FS0281
 FS0281  STATE/COUNTY-  AZ/MOHAVE
 FS0281  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0281
 FS0281                         *CURRENT SURVEY CONTROL
 FS0281  ___________________________________________________________________
 FS0281* NAD 83(1986)-  35 42 34.     (N)    114 28 51.     (W)     SCALED    
 FS0281* NAVD 88     -       738.870  (meters)    2424.11   (feet)  POSTED    
 FS0281  ___________________________________________________________________
 FS0281  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0281  DYNAMIC HT  -         738.070 (meters)    2421.48  (feet)  COMP
 FS0281  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 FS0281
 FS0281  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0281
 FS0281.The horizontal coordinates were scaled from a topographic map and have
 FS0281.an estimated accuracy of +/- 6 seconds.
 FS0281
 FS0281.The orthometric height was determined by differential leveling
 FS0281.and adjusted by the National Geodetic Survey in 1992..
 FS0281.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0281.rate of 1.1 thru 2.0 mm/km.
 FS0281
 FS0281.The geoid height was determined by GEOID03.
 FS0281
 FS0281.The dynamic height is computed by dividing the NAVD 88
 FS0281.geopotential number by the normal gravity value computed on the
 FS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0281.degrees latitude (g = 980.6199 gals.).
 FS0281
 FS0281.The modeled gravity was interpolated from observed gravity values.
 FS0281
 FS0281;                    North         East    Units  Estimated Accuracy
 FS0281;SPC AZ W     -   522,540.      147,230.      MT  (+/- 180 meters Scaled)
 FS0281
 FS0281                          SUPERSEDED SURVEY CONTROL
 FS0281
 FS0281  NGVD 29 (??/??/92)  738.170  (m)         2421.81   (f) ADJ UNCH    1 1
 FS0281
 FS0281.Superseded values are not recommended for survey control.
 FS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0281.See file dsdata.txt to determine how the superseded data were derived.
 FS0281
 FS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV279546(NAD 83)
 FS0281_MARKER: DD = SURVEY DISK
 FS0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0281_SP_SET: CULVERT
 FS0281_STAMPING: 1445+00 2423.19 1936
 FS0281_MARK LOGO: AZHD  
 FS0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0281
 FS0281  HISTORY     - Date     Condition        Report By
 FS0281  HISTORY     - 1936     MONUMENTED       AZHD
 FS0281  HISTORY     - 1949     GOOD             NGS
 FS0281  HISTORY     - 1982     GOOD             NGS
 FS0281
 FS0281                          STATION DESCRIPTION
 FS0281
 FS0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0281'25.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0281'25.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0281'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.4 MILE NORTHWEST
 FS0281'OF BOULDER INN, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0281'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0281'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0281'FOOT HIGHER THAN THE HIGHWAY.
 FS0281
 FS0281                          STATION RECOVERY (1982)
 FS0281
 FS0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0281'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0635 ***********************************************************************
 DU0635  DESIGNATION -  1447.11
 DU0635  PID         -  DU0635
 DU0635  STATE/COUNTY-  AZ/MARICOPA
 DU0635  USGS QUAD   -  BUCKHORN (1982)
 DU0635
 DU0635                         *CURRENT SURVEY CONTROL
 DU0635  ___________________________________________________________________
 DU0635* NAD 83(1986)-  33 24 57.     (N)    111 40 04.     (W)     SCALED    
 DU0635* NAVD 88     -       441.88   (+/-2cm)    1449.7    (feet)  VERTCON   
 DU0635  ___________________________________________________________________
 DU0635  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0635
 DU0635  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0635
 DU0635.The horizontal coordinates were scaled from a topographic map and have
 DU0635.an estimated accuracy of +/- 6 seconds.
 DU0635
 DU0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0635.The vertical order pertains to the NGVD 29 superseded value.
 DU0635
 DU0635.The geoid height was determined by GEOID03.
 DU0635
 DU0635;                    North         East    Units  Estimated Accuracy
 DU0635;SPC AZ C     -   267,890.      236,510.      MT  (+/- 180 meters Scaled)
 DU0635
 DU0635                          SUPERSEDED SURVEY CONTROL
 DU0635
 DU0635  NGVD 29 (??/??/92)  441.335  (m)         1447.95   (f) ADJ UNCH    1 2
 DU0635
 DU0635.Superseded values are not recommended for survey control.
 DU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0635.See file dsdata.txt to determine how the superseded data were derived.
 DU0635
 DU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB379975(NAD 83)
 DU0635_MARKER: DD = SURVEY DISK
 DU0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0635_STAMPING: 1447.11 474.83
 DU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0635+STABILITY: SURFACE MOTION
 DU0635
 DU0635  HISTORY     - Date     Condition        Report By
 DU0635  HISTORY     - UNK      MONUMENTED       AZHD
 DU0635  HISTORY     - 1948     GOOD             NGS
 DU0635  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0635
 DU0635                          STATION DESCRIPTION
 DU0635
 DU0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0635'6.8 MI W FROM APACHE JUNCTION.
 DU0635'ABOUT 6.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0635'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50.0 FEET EAST OF
 DU0635'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 36.0 FEET EAST OF A
 DU0635'POWER POLE, 33.6 FEET SOUTH OF MILEPOST NO. 189, SET IN THE TOP OF A
 DU0635'CONCRETE POST PROJECTING 3 INCHES.
 DU0635
 DU0635                          STATION RECOVERY (1981)
 DU0635
 DU0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0635'MARK SEARCHED FOR BUT NOT RECOVERED AND NOW BELIEVED TO HAVE BEEN
 DU0635'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0472 ***********************************************************************
 CY0472  DESIGNATION -  1448+
 CY0472  PID         -  CY0472
 CY0472  STATE/COUNTY-  AZ/COCHISE
 CY0472  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0472
 CY0472                         *CURRENT SURVEY CONTROL
 CY0472  ___________________________________________________________________
 CY0472* NAD 83(1986)-  32 11 15.     (N)    109 55 47.     (W)     SCALED    
 CY0472* NAVD 88     -      1276.52   (+/-2cm)    4188.0    (feet)  VERTCON   
 CY0472  ___________________________________________________________________
 CY0472  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0472
 CY0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0472
 CY0472.The horizontal coordinates were scaled from a topographic map and have
 CY0472.an estimated accuracy of +/- 6 seconds.
 CY0472
 CY0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0472.The vertical order pertains to the NGVD 29 superseded value.
 CY0472
 CY0472.The geoid height was determined by GEOID03.
 CY0472
 CY0472;                    North         East    Units  Estimated Accuracy
 CY0472;SPC AZ E     -   131,680.      235,700.      MT  (+/- 180 meters Scaled)
 CY0472
 CY0472                          SUPERSEDED SURVEY CONTROL
 CY0472
 CY0472  NGVD 29 (??/??/92) 1275.751  (m)         4185.53   (f) ADJ UNCH    2 0
 CY0472
 CY0472.Superseded values are not recommended for survey control.
 CY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0472.See file dsdata.txt to determine how the superseded data were derived.
 CY0472
 CY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA008617(NAD 83)
 CY0472_MARKER: DD = SURVEY DISK
 CY0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0472_SP_SET: HEADWALL
 CY0472_STAMPING: 1448+4186.35 1958
 CY0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0472
 CY0472  HISTORY     - Date     Condition        Report By
 CY0472  HISTORY     - 1958     MONUMENTED       AZHD
 CY0472  HISTORY     - 1960     GOOD             NGS
 CY0472
 CY0472                          STATION DESCRIPTION
 CY0472
 CY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0472'7.6 MI SW FROM WILLCOX.
 CY0472'7.6 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0472'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 0.25 MILE SOUTHWEST OF MILEPOST
 CY0472'321, 35 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CY0472'LEVEL WITH THE HIGHWAY, SET IN THE SOUTHEAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0634 ***********************************************************************
 DU0634  DESIGNATION -  1448.28
 DU0634  PID         -  DU0634
 DU0634  STATE/COUNTY-  AZ/MARICOPA
 DU0634  USGS QUAD   -  BUCKHORN (1982)
 DU0634
 DU0634                         *CURRENT SURVEY CONTROL
 DU0634  ___________________________________________________________________
 DU0634* NAD 83(1986)-  33 24 57.     (N)    111 40 04.     (W)     SCALED    
 DU0634* NAVD 88     -       442.23   (+/-2cm)    1450.9    (feet)  VERTCON   
 DU0634  ___________________________________________________________________
 DU0634  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0634
 DU0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0634
 DU0634.The horizontal coordinates were scaled from a topographic map and have
 DU0634.an estimated accuracy of +/- 6 seconds.
 DU0634
 DU0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0634.The vertical order pertains to the NGVD 29 superseded value.
 DU0634
 DU0634.The geoid height was determined by GEOID03.
 DU0634
 DU0634;                    North         East    Units  Estimated Accuracy
 DU0634;SPC AZ C     -   267,890.      236,510.      MT  (+/- 180 meters Scaled)
 DU0634
 DU0634                          SUPERSEDED SURVEY CONTROL
 DU0634
 DU0634  NGVD 29 (??/??/92)  441.687  (m)         1449.10   (f) ADJ UNCH    1 2
 DU0634
 DU0634.Superseded values are not recommended for survey control.
 DU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0634.See file dsdata.txt to determine how the superseded data were derived.
 DU0634
 DU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB379975(NAD 83)
 DU0634_MARKER: DD = SURVEY DISK
 DU0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0634_STAMPING: 1448.28 474.83
 DU0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0634+STABILITY: SURFACE MOTION
 DU0634
 DU0634  HISTORY     - Date     Condition        Report By
 DU0634  HISTORY     - UNK      MONUMENTED       AZHD
 DU0634  HISTORY     - 1948     GOOD             NGS
 DU0634  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0634
 DU0634                          STATION DESCRIPTION
 DU0634
 DU0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0634'6.8 MI W FROM APACHE JUNCTION.
 DU0634'ABOUT 6.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0634'63.0 FEET NORTH OF MILEPOST NO. 189, 45.5 FEET NORTH OF THE CENTER
 DU0634'LINE OF THE HIGHWAY, 11.3 FEET NORTHWEST OF A TELEPHONE POLE, SET IN
 DU0634'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0634
 DU0634                          STATION RECOVERY (1981)
 DU0634
 DU0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0634'MARK SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO HAVE BEEN DESTROYED
 DU0634'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0282 ***********************************************************************
 FS0282  DESIGNATION -  1449+90
 FS0282  PID         -  FS0282
 FS0282  STATE/COUNTY-  AZ/MOHAVE
 FS0282  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0282
 FS0282                         *CURRENT SURVEY CONTROL
 FS0282  ___________________________________________________________________
 FS0282* NAD 83(1986)-  35 42 38.     (N)    114 28 53.     (W)     SCALED    
 FS0282* NAVD 88     -       738.390  (meters)    2422.53   (feet)  POSTED    
 FS0282  ___________________________________________________________________
 FS0282  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0282  DYNAMIC HT  -         737.600 (meters)    2419.94  (feet)  COMP
 FS0282  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 FS0282
 FS0282  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0282
 FS0282.The horizontal coordinates were scaled from a topographic map and have
 FS0282.an estimated accuracy of +/- 6 seconds.
 FS0282
 FS0282.The orthometric height was determined by differential leveling
 FS0282.and adjusted by the National Geodetic Survey in 1992..
 FS0282.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0282.rate of 1.1 thru 2.0 mm/km.
 FS0282
 FS0282.The geoid height was determined by GEOID03.
 FS0282
 FS0282.The dynamic height is computed by dividing the NAVD 88
 FS0282.geopotential number by the normal gravity value computed on the
 FS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0282.degrees latitude (g = 980.6199 gals.).
 FS0282
 FS0282.The modeled gravity was interpolated from observed gravity values.
 FS0282
 FS0282;                    North         East    Units  Estimated Accuracy
 FS0282;SPC AZ W     -   522,660.      147,180.      MT  (+/- 180 meters Scaled)
 FS0282
 FS0282                          SUPERSEDED SURVEY CONTROL
 FS0282
 FS0282  NGVD 29 (??/??/92)  737.691  (m)         2420.24   (f) ADJ UNCH    1 1
 FS0282
 FS0282.Superseded values are not recommended for survey control.
 FS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0282.See file dsdata.txt to determine how the superseded data were derived.
 FS0282
 FS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278547(NAD 83)
 FS0282_MARKER: DD = SURVEY DISK
 FS0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0282_SP_SET: CULVERT
 FS0282_STAMPING: 1449+90 2421.62 1936
 FS0282_MARK LOGO: AZHD  
 FS0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0282
 FS0282  HISTORY     - Date     Condition        Report By
 FS0282  HISTORY     - 1936     MONUMENTED       AZHD
 FS0282  HISTORY     - 1949     GOOD             NGS
 FS0282  HISTORY     - 1982     GOOD             NGS
 FS0282
 FS0282                          STATION DESCRIPTION
 FS0282
 FS0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0282'25.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0282'25.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0282'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0282'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0282'THE SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER
 FS0282'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0282
 FS0282                          STATION RECOVERY (1982)
 FS0282
 FS0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0282'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1149 ***********************************************************************
 DV1149  DESIGNATION -  1449.96
 DV1149  PID         -  DV1149
 DV1149  STATE/COUNTY-  AZ/LA PAZ
 DV1149  USGS QUAD   -  BEAR HILLS (1990)
 DV1149
 DV1149                         *CURRENT SURVEY CONTROL
 DV1149  ___________________________________________________________________
 DV1149* NAD 83(1986)-  33 40 14.     (N)    113 58 50.     (W)     SCALED    
 DV1149* NAVD 88     -       443.02   (+/-2cm)    1453.5    (feet)  VERTCON   
 DV1149  ___________________________________________________________________
 DV1149  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1149
 DV1149  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1149
 DV1149.The horizontal coordinates were scaled from a topographic map and have
 DV1149.an estimated accuracy of +/- 6 seconds.
 DV1149
 DV1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1149.The vertical order pertains to the NGVD 29 superseded value.
 DV1149
 DV1149.The geoid height was determined by GEOID03.
 DV1149
 DV1149;                    North         East    Units  Estimated Accuracy
 DV1149;SPC AZ W     -   296,150.      191,980.      MT  (+/- 180 meters Scaled)
 DV1149
 DV1149                          SUPERSEDED SURVEY CONTROL
 DV1149
 DV1149  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    1 2
 DV1149
 DV1149.Superseded values are not recommended for survey control.
 DV1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1149.See file dsdata.txt to determine how the superseded data were derived.
 DV1149
 DV1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC236296(NAD 83)
 DV1149_MARKER: DD = SURVEY DISK
 DV1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1149_SP_SET: BRIDGE
 DV1149_STAMPING: 1449.96 1792+20 1932
 DV1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1149
 DV1149  HISTORY     - Date     Condition        Report By
 DV1149  HISTORY     - 1932     MONUMENTED       AZHD
 DV1149  HISTORY     - 1962     GOOD             NGS
 DV1149  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1149
 DV1149                          STATION DESCRIPTION
 DV1149
 DV1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1149'2.2 MI W FROM BRENDA.
 DV1149'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE GREYHOUND
 DV1149'BUS STOP IN BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DV1149'15 FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DV1149'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DV1149
 DV1149                          STATION RECOVERY (1981)
 DV1149
 DV1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1149'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1149'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0744 ***********************************************************************
 FR0744  DESIGNATION -  145 0
 FR0744  PID         -  FR0744
 FR0744  STATE/COUNTY-  AZ/COCONINO
 FR0744  USGS QUAD   -  AUDLEY (1980)
 FR0744
 FR0744                         *CURRENT SURVEY CONTROL
 FR0744  ___________________________________________________________________
 FR0744* NAD 83(1986)-  35 28 08.     (N)    113 07 24.     (W)     SCALED    
 FR0744* NAVD 88     -      1583.678  (meters)    5195.78   (feet)  ADJUSTED  
 FR0744  ___________________________________________________________________
 FR0744  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0744  DYNAMIC HT  -        1581.647 (meters)    5189.12  (feet)  COMP
 FR0744  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 FR0744
 FR0744  VERT ORDER  -  FIRST     CLASS II
 FR0744
 FR0744.The horizontal coordinates were scaled from a topographic map and have
 FR0744.an estimated accuracy of +/- 6 seconds.
 FR0744
 FR0744.The orthometric height was determined by differential leveling
 FR0744.and adjusted by the National Geodetic Survey in June 1991..
 FR0744
 FR0744.The geoid height was determined by GEOID03.
 FR0744
 FR0744.The dynamic height is computed by dividing the NAVD 88
 FR0744.geopotential number by the normal gravity value computed on the
 FR0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0744.degrees latitude (g = 980.6199 gals.).
 FR0744
 FR0744.The modeled gravity was interpolated from observed gravity values.
 FR0744
 FR0744;                    North         East    Units  Estimated Accuracy
 FR0744;SPC AZ C     -   496,260.      103,850.      MT  (+/- 180 meters Scaled)
 FR0744
 FR0744                          SUPERSEDED SURVEY CONTROL
 FR0744
 FR0744.No superseded survey control is available for this station.
 FR0744
 FR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE073271(NAD 83)
 FR0744_MARKER: DB = BENCH MARK DISK
 FR0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0744_SP_SET: COPPER-CLAD STEEL ROD
 FR0744_STAMPING: 145-0 1966
 FR0744_MARK LOGO: USGS  
 FR0744_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0744
 FR0744  HISTORY     - Date     Condition        Report By
 FR0744  HISTORY     - 1966     MONUMENTED       USGS
 FR0744  HISTORY     - 1982     GOOD             NGS
 FR0744
 FR0744                          STATION DESCRIPTION
 FR0744
 FR0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0744'29.3 KM (18.2 MI) NW FROM SELIGMAN.
 FR0744'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0744'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 16.1 KM (10.0 MI)
 FR0744'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) SOUTHEAST OF THE T
 FR0744'JUNCTION OF PICA ROAD LEADING SOUTHWEST, 0.5 KM (0.3 MI) NORTHWEST OF
 FR0744'THE T JUNCTION OF PICA CAMP ROAD LEADING NORTHEAST, 0.2 KM (0.1 MI)
 FR0744'NORTHWEST OF MILEPOST 123, 0.2 KM (0.1 MI) NORTHWEST OF THE CROSSING
 FR0744'OF A POWER LINE, 0.2 KM (0.15 MI) NORTH OF A WATER TANK, 24.0 METERS
 FR0744'(79 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3 FT)
 FR0744'SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, THE ROD MARK IS
 FR0744'ENCASSED IN AN ORANGEBURG PIPE.
 FR0744'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 FR0744'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1229 ***********************************************************************
 DU1229  DESIGNATION -  145 DOR
 DU1229  PID         -  DU1229
 DU1229  STATE/COUNTY-  AZ/GILA
 DU1229  USGS QUAD   -  CEDAR CREEK (1978)
 DU1229
 DU1229                         *CURRENT SURVEY CONTROL
 DU1229  ___________________________________________________________________
 DU1229* NAD 83(1986)-  33 57 23.     (N)    110 13 50.     (W)     SCALED    
 DU1229* NAVD 88     -      1588.073  (meters)    5210.20   (feet)  ADJUSTED  
 DU1229  ___________________________________________________________________
 DU1229  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU1229  DYNAMIC HT  -        1585.799 (meters)    5202.74  (feet)  COMP
 DU1229  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU1229
 DU1229  VERT ORDER  -  FIRST     CLASS II
 DU1229
 DU1229.The horizontal coordinates were scaled from a topographic map and have
 DU1229.an estimated accuracy of +/- 6 seconds.
 DU1229
 DU1229.The orthometric height was determined by differential leveling
 DU1229.and adjusted by the National Geodetic Survey in June 1991..
 DU1229
 DU1229.The geoid height was determined by GEOID03.
 DU1229
 DU1229.The dynamic height is computed by dividing the NAVD 88
 DU1229.geopotential number by the normal gravity value computed on the
 DU1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1229.degrees latitude (g = 980.6199 gals.).
 DU1229
 DU1229.The modeled gravity was interpolated from observed gravity values.
 DU1229
 DU1229;                    North         East    Units  Estimated Accuracy
 DU1229;SPC AZ E     -   327,820.      207,460.      MT  (+/- 180 meters Scaled)
 DU1229
 DU1229                          SUPERSEDED SURVEY CONTROL
 DU1229
 DU1229.No superseded survey control is available for this station.
 DU1229
 DU1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC710575(NAD 83)
 DU1229_MARKER: DB = BENCH MARK DISK
 DU1229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1229_SP_SET: COPPER-CLAD STEEL ROD
 DU1229_STAMPING: 5208 145 DOR 1965
 DU1229_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1229
 DU1229  HISTORY     - Date     Condition        Report By
 DU1229  HISTORY     - 1965     MONUMENTED       USGS
 DU1229  HISTORY     - 1979     GOOD             NGS
 DU1229
 DU1229                          STATION DESCRIPTION
 DU1229
 DU1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1229'3.9 MI SE FROM CARRIZO JUNCTION.
 DU1229'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1229'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1229'MILE MARKER 314, 96.9 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1229'54.5 FEET NORTHWEST OF A UTILITY POLE AND 0.7 FOOT NORTHEAST OF A
 DU1229'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1229'RODS WERE DRIVEN TO REFUSAL.
 DU1229'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU1229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0473 ***********************************************************************
 GQ0473  DESIGNATION -  145 DOR
 GQ0473  PID         -  GQ0473
 GQ0473  STATE/COUNTY-  AZ/MOHAVE
 GQ0473  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0473
 GQ0473                         *CURRENT SURVEY CONTROL
 GQ0473  ___________________________________________________________________
 GQ0473* NAD 83(1986)-  36 31 14.     (N)    113 24 15.     (W)     SCALED    
 GQ0473* NAVD 88     -      1584.120  (meters)    5197.23   (feet)  POSTED    
 GQ0473  ___________________________________________________________________
 GQ0473  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0473  DYNAMIC HT  -        1582.260 (meters)    5191.13  (feet)  COMP
 GQ0473  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 GQ0473
 GQ0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0473
 GQ0473.The horizontal coordinates were scaled from a topographic map and have
 GQ0473.an estimated accuracy of +/- 6 seconds.
 GQ0473
 GQ0473.The orthometric height was determined by differential leveling
 GQ0473.and adjusted by the National Geodetic Survey in 1992..
 GQ0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0473.rate of 0.0 thru 1.0 mm/km.
 GQ0473
 GQ0473.The geoid height was determined by GEOID03.
 GQ0473
 GQ0473.The dynamic height is computed by dividing the NAVD 88
 GQ0473.geopotential number by the normal gravity value computed on the
 GQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0473.degrees latitude (g = 980.6199 gals.).
 GQ0473
 GQ0473.The modeled gravity was interpolated from observed gravity values.
 GQ0473
 GQ0473;                    North         East    Units  Estimated Accuracy
 GQ0473;SPC AZ W     -   612,350.      244,330.      MT  (+/- 180 meters Scaled)
 GQ0473
 GQ0473                          SUPERSEDED SURVEY CONTROL
 GQ0473
 GQ0473.No superseded survey control is available for this station.
 GQ0473
 GQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF847443(NAD 83)
 GQ0473_MARKER: DB = BENCH MARK DISK
 GQ0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0473_SP_SET: COPPER-CLAD STEEL ROD
 GQ0473_STAMPING: 145 DOR 1970 5194
 GQ0473_MARK LOGO: USGS  
 GQ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0473
 GQ0473  HISTORY     - Date     Condition        Report By
 GQ0473  HISTORY     - 1970     MONUMENTED       USGS
 GQ0473
 GQ0473                          STATION DESCRIPTION
 GQ0473
 GQ0473'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0473'76.9 KM (47.80 MI) SSW FROM ST GEORGE UT.
 GQ0473'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0473'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0473'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0473'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 1.9 MILES SOUTHWEST TO A
 GQ0473'CATTLEGUARD, 115 FEET WEST OF THE ROAD, 1 FOOT SOUTH OF A FENCE.  ROD
 GQ0473'DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0714 ***********************************************************************
 GP0714  DESIGNATION -  145 DOR
 GP0714  PID         -  GP0714
 GP0714  STATE/COUNTY-  AZ/NAVAJO
 GP0714  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0714
 GP0714                         *CURRENT SURVEY CONTROL
 GP0714  ___________________________________________________________________
 GP0714* NAD 83(1986)-  36 34 05.     (N)    110 29 12.     (W)     SCALED    
 GP0714* NAVD 88     -      2005.770  (meters)    6580.60   (feet)  ADJUSTED  
 GP0714  ___________________________________________________________________
 GP0714  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0714  DYNAMIC HT  -        2003.211 (meters)    6572.20  (feet)  COMP
 GP0714  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 GP0714
 GP0714  VERT ORDER  -  SECOND    CLASS 0
 GP0714
 GP0714.The horizontal coordinates were scaled from a topographic map and have
 GP0714.an estimated accuracy of +/- 6 seconds.
 GP0714
 GP0714.The orthometric height was determined by differential leveling
 GP0714.and adjusted by the National Geodetic Survey in June 1991..
 GP0714
 GP0714.The geoid height was determined by GEOID03.
 GP0714
 GP0714.The dynamic height is computed by dividing the NAVD 88
 GP0714.geopotential number by the normal gravity value computed on the
 GP0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0714.degrees latitude (g = 980.6199 gals.).
 GP0714
 GP0714.The modeled gravity was interpolated from observed gravity values.
 GP0714
 GP0714;                    North         East    Units  Estimated Accuracy
 GP0714;SPC AZ E     -   617,590.      184,720.      MT  (+/- 180 meters Scaled)
 GP0714
 GP0714                          SUPERSEDED SURVEY CONTROL
 GP0714
 GP0714.No superseded survey control is available for this station.
 GP0714
 GP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF459470(NAD 83)
 GP0714_MARKER: DB = BENCH MARK DISK
 GP0714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0714_SP_SET: COPPER-CLAD STEEL ROD
 GP0714_STAMPING: 145 DOR 1969 6577
 GP0714_MARK LOGO: USGS  
 GP0714_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0714+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0714
 GP0714  HISTORY     - Date     Condition        Report By
 GP0714  HISTORY     - 1969     MONUMENTED       USGS
 GP0714
 GP0714                          STATION DESCRIPTION
 GP0714
 GP0714'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0714'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0714'ARIZONA, PROCEED 18.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A LARGE
 GP0714'POWER LINE, 132 FEET NORTHWEST AND 5 FEET LOWER THAN THE HIGHWAY AND
 GP0714'BETWEEN DOUBLE POWER POLES, SET ON COPPER-COATED ROD ENCLOSED BY A
 GP0714'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0267 ***********************************************************************
 DV0267  DESIGNATION -  1451
 DV0267  PID         -  DV0267
 DV0267  STATE/COUNTY-  AZ/MARICOPA
 DV0267  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0267
 DV0267                         *CURRENT SURVEY CONTROL
 DV0267  ___________________________________________________________________
 DV0267* NAD 83(1986)-  33 43 12.     (N)    112 27 14.     (W)     SCALED    
 DV0267* NAVD 88     -       442.695  (meters)    1452.41   (feet)  POSTED    
 DV0267  ___________________________________________________________________
 DV0267  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DV0267  DYNAMIC HT  -         442.180 (meters)    1450.72  (feet)  COMP
 DV0267  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 DV0267
 DV0267  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0267
 DV0267.The horizontal coordinates were scaled from a topographic map and have
 DV0267.an estimated accuracy of +/- 6 seconds.
 DV0267
 DV0267.The orthometric height was determined by differential leveling
 DV0267.and adjusted by the National Geodetic Survey in November 2005..
 DV0267.No vertical observational check was made to the station.
 DV0267.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0267.was located on a no-check spur therefore a value was not computed.
 DV0267
 DV0267.The geoid height was determined by GEOID03.
 DV0267
 DV0267.The dynamic height is computed by dividing the NAVD 88
 DV0267.geopotential number by the normal gravity value computed on the
 DV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0267.degrees latitude (g = 980.6199 gals.).
 DV0267
 DV0267.The modeled gravity was interpolated from observed gravity values.
 DV0267
 DV0267;                    North         East    Units  Estimated Accuracy
 DV0267;SPC AZ C     -   301,730.      163,570.      MT  (+/- 180 meters Scaled)
 DV0267
 DV0267                          SUPERSEDED SURVEY CONTROL
 DV0267
 DV0267  NGVD 29 (??/??/92)  442.213  (m)         1450.83   (f) ADJ UNCH    2 0
 DV0267
 DV0267.Superseded values are not recommended for survey control.
 DV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0267.See file dsdata.txt to determine how the superseded data were derived.
 DV0267
 DV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC652320(NAD 83)
 DV0267_MARKER: P = PIPE CAP
 DV0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0267
 DV0267  HISTORY     - Date     Condition        Report By
 DV0267  HISTORY     - UNK      MONUMENTED       USGS
 DV0267  HISTORY     - 1933     GOOD             NGS
 DV0267  HISTORY     - 20020930 POOR             MCDOT
 DV0267
 DV0267                          STATION DESCRIPTION
 DV0267
 DV0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0267'5.4 MI NW FROM BEARDSLEY.
 DV0267'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.25 MILES
 DV0267'NORTHWEST OF MILEPOST 164, 75 FT. SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0267
 DV0267                          STATION RECOVERY (2002)
 DV0267
 DV0267'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0267'THE ELEVATION DID NOT CHECK VERY WELL AT ALL AND IT APPEARS TO BE
 DV0267'LEANING 15 DEGREES TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0439 ***********************************************************************
 CZ0439  DESIGNATION -  1451+00
 CZ0439  PID         -  CZ0439
 CZ0439  STATE/COUNTY-  AZ/PINAL
 CZ0439  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0439
 CZ0439                         *CURRENT SURVEY CONTROL
 CZ0439  ___________________________________________________________________
 CZ0439* NAD 83(1986)-  32 42 38.     (N)    111 06 00.     (W)     SCALED    
 CZ0439* NAVD 88     -       866.19   (+/-2cm)    2841.8    (feet)  VERTCON   
 CZ0439  ___________________________________________________________________
 CZ0439  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0439
 CZ0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0439
 CZ0439.The horizontal coordinates were scaled from a topographic map and have
 CZ0439.an estimated accuracy of +/- 6 seconds.
 CZ0439
 CZ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0439.The vertical order pertains to the NGVD 29 superseded value.
 CZ0439
 CZ0439.The geoid height was determined by GEOID03.
 CZ0439
 CZ0439;                    North         East    Units  Estimated Accuracy
 CZ0439;SPC AZ C     -   189,950.      289,920.      MT  (+/- 180 meters Scaled)
 CZ0439
 CZ0439                          SUPERSEDED SURVEY CONTROL
 CZ0439
 CZ0439  NGVD 29 (??/??/92)  865.564  (m)         2839.77   (f) ADJ UNCH    2 0
 CZ0439
 CZ0439.Superseded values are not recommended for survey control.
 CZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0439.See file dsdata.txt to determine how the superseded data were derived.
 CZ0439
 CZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB906192(NAD 83)
 CZ0439_MARKER: DD = SURVEY DISK
 CZ0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0439_SP_SET: BRIDGE
 CZ0439_STAMPING: 1451+00 2839.62
 CZ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0439
 CZ0439  HISTORY     - Date     Condition        Report By
 CZ0439  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0439  HISTORY     - 1962     GOOD             NGS
 CZ0439
 CZ0439                          STATION DESCRIPTION
 CZ0439
 CZ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0439'13.95 MI NW FROM ORACLE JUNCTION.
 CZ0439'13.95 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0439'JUNCTION, 16 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 11.1 FEET
 CZ0439'SOUTH OF THE NORTHWEST END OF A CONCRETE BRIDGE, A STANDARD DISK SET
 CZ0439'IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0633 ***********************************************************************
 DU0633  DESIGNATION -  1451.67
 DU0633  PID         -  DU0633
 DU0633  STATE/COUNTY-  AZ/MARICOPA
 DU0633  USGS QUAD   -  BUCKHORN (1982)
 DU0633
 DU0633                         *CURRENT SURVEY CONTROL
 DU0633  ___________________________________________________________________
 DU0633* NAD 83(1986)-  33 24 55.     (N)    111 39 58.     (W)     SCALED    
 DU0633* NAVD 88     -       442.330  (meters)    1451.21   (feet)  READJUSTED
 DU0633  ___________________________________________________________________
 DU0633  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU0633  DYNAMIC HT  -         441.800 (meters)    1449.47  (feet)  COMP
 DU0633  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 DU0633
 DU0633  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0633
 DU0633.The horizontal coordinates were scaled from a topographic map and have
 DU0633.an estimated accuracy of +/- 6 seconds.
 DU0633
 DU0633.The orthometric height was determined by differential leveling
 DU0633.and adjusted by the National Geodetic Survey in April 1999..
 DU0633.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0633.distribution rate greater than 8.0 mm/km.
 DU0633.The height was derived from older observations constrained to new
 DU0633.heights in a crustal motion area.  The height is approximate in
 DU0633.relation to other heights in its vicinity.
 DU0633
 DU0633.The geoid height was determined by GEOID03.
 DU0633
 DU0633.The dynamic height is computed by dividing the NAVD 88
 DU0633.geopotential number by the normal gravity value computed on the
 DU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0633.degrees latitude (g = 980.6199 gals.).
 DU0633
 DU0633.The modeled gravity was interpolated from observed gravity values.
 DU0633
 DU0633;                    North         East    Units  Estimated Accuracy
 DU0633;SPC AZ C     -   267,830.      236,660.      MT  (+/- 180 meters Scaled)
 DU0633
 DU0633                          SUPERSEDED SURVEY CONTROL
 DU0633
 DU0633  NAVD 88 (06/15/91)  442.352  (m)         1451.28   (f) UNKNOWN     1 2
 DU0633  NGVD 29 (??/??/92)  442.728  (m)         1452.52   (f) ADJ UNCH    1 2
 DU0633
 DU0633.Superseded values are not recommended for survey control.
 DU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0633.See file dsdata.txt to determine how the superseded data were derived.
 DU0633
 DU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB380975(NAD 83)
 DU0633_MARKER: DD = SURVEY DISK
 DU0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0633_SP_SET: ABUTMENT
 DU0633_STAMPING: 1451.67 480.00
 DU0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0633
 DU0633  HISTORY     - Date     Condition        Report By
 DU0633  HISTORY     - UNK      MONUMENTED       AZHD
 DU0633  HISTORY     - 1948     GOOD             NGS
 DU0633  HISTORY     - 1981     GOOD             NGS
 DU0633
 DU0633                          STATION DESCRIPTION
 DU0633
 DU0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0633'6.7 MI W FROM APACHE JUNCTION.
 DU0633'ABOUT 6.7 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0633'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0633'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0633'AND 1 FOOT LOWER THAN THE HIGHWAY.
 DU0633
 DU0633                          STATION RECOVERY (1981)
 DU0633
 DU0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0633'3.4 KILOMETERS (2.1 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0633'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0633'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0633'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 5.0 METERS (16.5
 DU0633'FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES
 DU0633'AND 47.0 METERS (154.0 FEET) WEST CENTERLINE OF 77TH STREET.
 DU0633'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1134 ***********************************************************************
 CZ1134  DESIGNATION -  1453
 CZ1134  PID         -  CZ1134
 CZ1134  STATE/COUNTY-  AZ/PINAL
 CZ1134  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1134
 CZ1134                         *CURRENT SURVEY CONTROL
 CZ1134  ___________________________________________________________________
 CZ1134* NAD 83(1986)-  32 46 56.     (N)    111 57 48.     (W)     SCALED    
 CZ1134* NAVD 88     -       443.70   (+/-2cm)    1455.7    (feet)  VERTCON   
 CZ1134  ___________________________________________________________________
 CZ1134  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1134
 CZ1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1134
 CZ1134.The horizontal coordinates were scaled from a topographic map and have
 CZ1134.an estimated accuracy of +/- 6 seconds.
 CZ1134
 CZ1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1134.The vertical order pertains to the NGVD 29 superseded value.
 CZ1134
 CZ1134.The geoid height was determined by GEOID03.
 CZ1134
 CZ1134;                    North         East    Units  Estimated Accuracy
 CZ1134;SPC AZ C     -   197,600.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1134
 CZ1134                          SUPERSEDED SURVEY CONTROL
 CZ1134
 CZ1134  NGVD 29 (??/??/92)  443.095  (m)         1453.72   (f) ADJ UNCH    2 0
 CZ1134
 CZ1134.Superseded values are not recommended for survey control.
 CZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1134.See file dsdata.txt to determine how the superseded data were derived.
 CZ1134
 CZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097275(NAD 83)
 CZ1134_MARKER: DD = SURVEY DISK
 CZ1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1134_STAMPING: 1453
 CZ1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1134+STABILITY: SURFACE MOTION
 CZ1134
 CZ1134  HISTORY     - Date     Condition        Report By
 CZ1134  HISTORY     - UNK      MONUMENTED       USGS
 CZ1134  HISTORY     - 1951     GOOD             NGS
 CZ1134
 CZ1134                          STATION DESCRIPTION
 CZ1134
 CZ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1134'8.1 MI NW FROM COCKLEBUR.
 CZ1134'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1134'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1134'FENCE OF THE PAPAGO INDIAN RESERVATION, THENCE 1.9 MILES NORTHWEST
 CZ1134'ALONG A GRADED ROAD, ON THE OUTSIDE OF A SHARP CURVE, AT SECTION
 CZ1134'CORNER S29, S28, S32, S33, 67 FEET WEST OF THE CENTER LINE OF THE
 CZ1134'ROAD, 43.3 FEET SOUTHEAST OF THE SECTION CORNER POST, 1.2 FEET EAST OF
 CZ1134'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1134'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1021 ***********************************************************************
 CZ1021  DESIGNATION -  1453.50
 CZ1021  PID         -  CZ1021
 CZ1021  STATE/COUNTY-  AZ/PINAL
 CZ1021  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1021
 CZ1021                         *CURRENT SURVEY CONTROL
 CZ1021  ___________________________________________________________________
 CZ1021* NAD 83(1986)-  32 50 07.     (N)    111 41 15.     (W)     SCALED    
 CZ1021* NAVD 88     -       443.47   (+/-2cm)    1455.0    (feet)  VERTCON   
 CZ1021  ___________________________________________________________________
 CZ1021  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1021
 CZ1021  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1021
 CZ1021.The horizontal coordinates were scaled from a topographic map and have
 CZ1021.an estimated accuracy of +/- 6 seconds.
 CZ1021
 CZ1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1021.The vertical order pertains to the NGVD 29 superseded value.
 CZ1021
 CZ1021.The geoid height was determined by GEOID03.
 CZ1021
 CZ1021;                    North         East    Units  Estimated Accuracy
 CZ1021;SPC AZ C     -   203,510.      234,810.      MT  (+/- 180 meters Scaled)
 CZ1021
 CZ1021                          SUPERSEDED SURVEY CONTROL
 CZ1021
 CZ1021  NGVD 29 (??/??/92)  442.950  (m)         1453.25   (f) ADJ UNCH    1 2
 CZ1021
 CZ1021.Superseded values are not recommended for survey control.
 CZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1021.See file dsdata.txt to determine how the superseded data were derived.
 CZ1021
 CZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356332(NAD 83)
 CZ1021_MARKER: DD = SURVEY DISK
 CZ1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1021_SP_SET: CULVERT
 CZ1021_STAMPING: 1453.50
 CZ1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1021
 CZ1021  HISTORY     - Date     Condition        Report By
 CZ1021  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1021  HISTORY     - 1967     GOOD             NGS
 CZ1021  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1021  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1021
 CZ1021                          STATION DESCRIPTION
 CZ1021
 CZ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1021'4.9 MI SE FROM CASA GRANDE.
 CZ1021'ABOUT 4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1021'STATION AT CASA GRANDE, IN S2, T 7 S, R 6 E, 0.15 MILE NORTHWEST OF
 CZ1021'THE RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 275 FEET NORTHEAST
 CZ1021'AND ACROSS STATE HIGHWAY 84 FROM THE NORTHEAST RAIL OF THE TRACK, 99
 CZ1021'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE OF
 CZ1021'STATE HIGHWAY 84, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ACCESS
 CZ1021'ROAD WHICH LEADS TO INTERSTATE HIGHWAY 10, SET IN THE CENTER OF THE
 CZ1021'TOP OF THE NORTHWEST HEADWALL OF A TWIN CHANNEL CONCRETE CULVERT UNDER
 CZ1021'THE ACCESS ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CZ1021
 CZ1021                          STATION RECOVERY (1980)
 CZ1021
 CZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1021'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ1021
 CZ1021                          STATION RECOVERY (1980)
 CZ1021
 CZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1021'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0632 ***********************************************************************
 DU0632  DESIGNATION -  1455.93
 DU0632  PID         -  DU0632
 DU0632  STATE/COUNTY-  AZ/MARICOPA
 DU0632  USGS QUAD   -  BUCKHORN (1982)
 DU0632
 DU0632                         *CURRENT SURVEY CONTROL
 DU0632  ___________________________________________________________________
 DU0632* NAD 83(1986)-  33 24 55.     (N)    111 39 51.     (W)     SCALED    
 DU0632* NAVD 88     -       443.925  (meters)    1456.44   (feet)  READJUSTED
 DU0632  ___________________________________________________________________
 DU0632  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU0632  DYNAMIC HT  -         443.390 (meters)    1454.69  (feet)  COMP
 DU0632  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 DU0632
 DU0632  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0632
 DU0632.The horizontal coordinates were scaled from a topographic map and have
 DU0632.an estimated accuracy of +/- 6 seconds.
 DU0632
 DU0632.The orthometric height was determined by differential leveling
 DU0632.and adjusted by the National Geodetic Survey in April 1999..
 DU0632.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0632.distribution rate greater than 8.0 mm/km.
 DU0632.The height was derived from older observations constrained to new
 DU0632.heights in a crustal motion area.  The height is approximate in
 DU0632.relation to other heights in its vicinity.
 DU0632
 DU0632.The geoid height was determined by GEOID03.
 DU0632
 DU0632.The dynamic height is computed by dividing the NAVD 88
 DU0632.geopotential number by the normal gravity value computed on the
 DU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0632.degrees latitude (g = 980.6199 gals.).
 DU0632
 DU0632.The modeled gravity was interpolated from observed gravity values.
 DU0632
 DU0632;                    North         East    Units  Estimated Accuracy
 DU0632;SPC AZ C     -   267,830.      236,840.      MT  (+/- 180 meters Scaled)
 DU0632
 DU0632                          SUPERSEDED SURVEY CONTROL
 DU0632
 DU0632  NAVD 88 (06/15/91)  443.943  (m)         1456.50   (f) UNKNOWN     1 1
 DU0632  NGVD 29 (??/??/92)  443.434  (m)         1454.83   (f) ADJ UNCH    1 1
 DU0632
 DU0632.Superseded values are not recommended for survey control.
 DU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0632.See file dsdata.txt to determine how the superseded data were derived.
 DU0632
 DU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB382975(NAD 83)
 DU0632_MARKER: DD = SURVEY DISK
 DU0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0632_SP_SET: ABUTMENT
 DU0632_STAMPING: 1455.93 485.80
 DU0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0632
 DU0632  HISTORY     - Date     Condition        Report By
 DU0632  HISTORY     - UNK      MONUMENTED       AZHD
 DU0632  HISTORY     - 1948     GOOD             NGS
 DU0632  HISTORY     - 1981     GOOD             NGS
 DU0632  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0632
 DU0632                          STATION DESCRIPTION
 DU0632
 DU0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0632'6.6 MI W FROM APACHE JUNCTION.
 DU0632'ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0632'21.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0632'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0632'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0632
 DU0632                          STATION RECOVERY (1981)
 DU0632
 DU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0632'3.5 KILOMETERS (2.2 MILES) EAST ALONG U.S. HIGHWAYS 60, 70 , 80 AND 89
 DU0632'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0632'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0632'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1
 DU0632'MILE) EAST OF 77TH STREET, 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0632'CENTERLINE OF THE EASTBOUND TRAFFIC LANES, AND 37.5 METERS (123.5
 DU0632'FEET) EAST OF THE EXTENDED CENTERLINE OF THE EXIT OF THE SUNNY ACRES
 DU0632'TRAILER RESORT.
 DU0632'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU0632
 DU0632                          STATION RECOVERY (1994)
 DU0632
 DU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0632'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0019 ***********************************************************************
 CG0019  DESIGNATION -  1459+87.36
 CG0019  PID         -  CG0019
 CG0019  STATE/COUNTY-  AZ/COCHISE
 CG0019  USGS QUAD   -  BENSON (1983)
 CG0019
 CG0019                         *CURRENT SURVEY CONTROL
 CG0019  ___________________________________________________________________
 CG0019* NAD 83(1986)-  31 58 06.     (N)    110 17 40.     (W)     SCALED    
 CG0019* NAVD 88     -      1090.83   (+/-2cm)    3578.8    (feet)  VERTCON   
 CG0019  ___________________________________________________________________
 CG0019  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0019
 CG0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0019
 CG0019.The horizontal coordinates were scaled from a topographic map and have
 CG0019.an estimated accuracy of +/- 6 seconds.
 CG0019
 CG0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0019.The vertical order pertains to the NGVD 29 superseded value.
 CG0019
 CG0019.The geoid height was determined by GEOID03.
 CG0019
 CG0019;                    North         East    Units  Estimated Accuracy
 CG0019;SPC AZ E     -   107,360.      201,280.      MT  (+/- 180 meters Scaled)
 CG0019
 CG0019                          SUPERSEDED SURVEY CONTROL
 CG0019
 CG0019  NGVD 29 (??/??/92) 1090.054  (m)         3576.29   (f) ADJ UNCH    1 2
 CG0019
 CG0019.Superseded values are not recommended for survey control.
 CG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0019.See file dsdata.txt to determine how the superseded data were derived.
 CG0019
 CG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA666371(NAD 83)
 CG0019_MARKER: DD = SURVEY DISK
 CG0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0019_SP_SET: CULVERT
 CG0019_STAMPING: 3577.37 1459+87.36 1950
 CG0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0019
 CG0019  HISTORY     - Date     Condition        Report By
 CG0019  HISTORY     - 1950     MONUMENTED       AZHD
 CG0019  HISTORY     - 1952     GOOD             NGS
 CG0019  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0019
 CG0019                          STATION DESCRIPTION
 CG0019
 CG0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0019'IN BENSON.
 CG0019'AT BENSON, IN THE EAST HEADWALL OF A DOUBLE 24-INCH CORRUGATED METAL
 CG0019'PIPE CULVERT UNDER THE SAN PEDRO ROAD, 167 FEET EAST OF THE SOUTHEAST
 CG0019'CORNER OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BENSON, 99
 CG0019'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 83 FEET NORTH OF THE
 CG0019'SAN PEDRO ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  US HIGHWAY 80.
 CG0019
 CG0019                          STATION RECOVERY (1979)
 CG0019
 CG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0019'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0019'COULD NOT BE FOUND.  THE OLD DESCRIPTION IS POOR--SAN PEDRO STREET
 CG0019'RUNS NORTH AND SOUTH RATHER THAN EAST AND WEST AS INDICATED IN THE
 CG0019'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0745 ***********************************************************************
 FR0745  DESIGNATION -  146 0
 FR0745  PID         -  FR0745
 FR0745  STATE/COUNTY-  AZ/YAVAPAI
 FR0745  USGS QUAD   -  AUDLEY (1980)
 FR0745
 FR0745                         *CURRENT SURVEY CONTROL
 FR0745  ___________________________________________________________________
 FR0745* NAD 83(1986)-  35 27 38.     (N)    113 06 30.     (W)     SCALED    
 FR0745* NAVD 88     -      1582.993  (meters)    5193.54   (feet)  ADJUSTED  
 FR0745  ___________________________________________________________________
 FR0745  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0745  DYNAMIC HT  -        1580.956 (meters)    5186.85  (feet)  COMP
 FR0745  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 FR0745
 FR0745  VERT ORDER  -  FIRST     CLASS II
 FR0745
 FR0745.The horizontal coordinates were scaled from a topographic map and have
 FR0745.an estimated accuracy of +/- 6 seconds.
 FR0745
 FR0745.The orthometric height was determined by differential leveling
 FR0745.and adjusted by the National Geodetic Survey in June 1991..
 FR0745
 FR0745.The geoid height was determined by GEOID03.
 FR0745
 FR0745.The dynamic height is computed by dividing the NAVD 88
 FR0745.geopotential number by the normal gravity value computed on the
 FR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0745.degrees latitude (g = 980.6199 gals.).
 FR0745
 FR0745.The modeled gravity was interpolated from observed gravity values.
 FR0745
 FR0745;                    North         East    Units  Estimated Accuracy
 FR0745;SPC AZ C     -   495,320.      105,200.      MT  (+/- 180 meters Scaled)
 FR0745
 FR0745                          SUPERSEDED SURVEY CONTROL
 FR0745
 FR0745.No superseded survey control is available for this station.
 FR0745
 FR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE086261(NAD 83)
 FR0745_MARKER: DB = BENCH MARK DISK
 FR0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0745_SP_SET: BUILDING FOUNDATION
 FR0745_STAMPING: 146-0 1966
 FR0745_MARK LOGO: USGS  
 FR0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0745+STABILITY: SURFACE MOTION
 FR0745
 FR0745  HISTORY     - Date     Condition        Report By
 FR0745  HISTORY     - 1966     MONUMENTED       USGS
 FR0745  HISTORY     - 1982     GOOD             NGS
 FR0745  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FR0745
 FR0745                          STATION DESCRIPTION
 FR0745
 FR0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0745'27.5 KM (17.1 MI) NW FROM SELIGMAN.
 FR0745'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0745'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 14.3 KM (8.9 MI)
 FR0745'NORTHWEST ALONG US HIGHWAY 66, 0.2 KM (0.15 MI) NORTHWEST OF MILEPOST
 FR0745'124, AT A ROAD LEADING NORTHEAST TO A CABLE BUILDING, IN TOP OF THE
 FR0745'CONCRETE FOUNDATION OF THE BUILDING, 0.3 METER (1 FT) SOUTHEAST OF THE
 FR0745'SOUTHEAST CORNER, 91.4 METERS (300 FT) NORTH OF THE CENTERLINE OF THE
 FR0745'HIGHWAY.
 FR0745'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0745
 FR0745                          STATION RECOVERY (1995)
 FR0745
 FR0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 FR0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1231 ***********************************************************************
 DU1231  DESIGNATION -  146 DOR
 DU1231  PID         -  DU1231
 DU1231  STATE/COUNTY-  AZ/GILA
 DU1231  USGS QUAD   -  CEDAR CREEK (1978)
 DU1231
 DU1231                         *CURRENT SURVEY CONTROL
 DU1231  ___________________________________________________________________
 DU1231* NAD 83(1986)-  33 56 46.     (N)    110 13 03.     (W)     SCALED    
 DU1231* NAVD 88     -      1614.953  (meters)    5298.39   (feet)  ADJUSTED  
 DU1231  ___________________________________________________________________
 DU1231  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU1231  DYNAMIC HT  -        1612.630 (meters)    5290.77  (feet)  COMP
 DU1231  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DU1231
 DU1231  VERT ORDER  -  FIRST     CLASS II
 DU1231
 DU1231.The horizontal coordinates were scaled from a topographic map and have
 DU1231.an estimated accuracy of +/- 6 seconds.
 DU1231
 DU1231.The orthometric height was determined by differential leveling
 DU1231.and adjusted by the National Geodetic Survey in June 1991..
 DU1231
 DU1231.The geoid height was determined by GEOID03.
 DU1231
 DU1231.The dynamic height is computed by dividing the NAVD 88
 DU1231.geopotential number by the normal gravity value computed on the
 DU1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1231.degrees latitude (g = 980.6199 gals.).
 DU1231
 DU1231.The modeled gravity was interpolated from observed gravity values.
 DU1231
 DU1231;                    North         East    Units  Estimated Accuracy
 DU1231;SPC AZ E     -   326,680.      208,660.      MT  (+/- 180 meters Scaled)
 DU1231
 DU1231                          SUPERSEDED SURVEY CONTROL
 DU1231
 DU1231.No superseded survey control is available for this station.
 DU1231
 DU1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC723564(NAD 83)
 DU1231_MARKER: DB = BENCH MARK DISK
 DU1231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1231_SP_SET: COPPER-CLAD STEEL ROD
 DU1231_STAMPING: 5296 146 DOR 1965
 DU1231_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1231
 DU1231  HISTORY     - Date     Condition        Report By
 DU1231  HISTORY     - 1965     MONUMENTED       USGS
 DU1231  HISTORY     - 1979     GOOD             NGS
 DU1231  HISTORY     - 20011229 GOOD             INDIV
 DU1231
 DU1231                          STATION DESCRIPTION
 DU1231
 DU1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1231'5.0 MI SE FROM CARRIZO JUNCTION.
 DU1231'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1231'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.3 MILE SOUTHEAST OF HIGHWAY
 DU1231'MILE MARKER 315, 98.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1231'74.8 FEET NORTHWEST OF UTILITY POLE NUMBER 58, 0.6 FOOT SOUTHWEST OF
 DU1231'A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN
 DU1231'1965, RODS WERE DRIVEN TO REFUSAL.
 DU1231'THE MARK IS 1.3 FT  SW FROM A WITNESS POST.
 DU1231'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 DU1231
 DU1231                          STATION RECOVERY (2001)
 DU1231
 DU1231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 DU1231'MARKER FOUND AS DESCRIBED EXCEPT THE BARBED WIRE FENCE HAS BEEN MOVED
 DU1231'TO ABOUT 5 FEET SOUTH OF THE MARKER.  THE WITNESS POST IS INTACT AND
 DU1231'IS A METAL FENCEPOST WITH SIGN INDICATING THE PRESENCE OF THE SURVEY
 DU1231'MARKER.  HANDHELD GPS COORDS N33 56 45.7, W110 13 03.6, ELEV. 5306 FT.
 DU1231' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0474 ***********************************************************************
 GQ0474  DESIGNATION -  146 DOR
 GQ0474  PID         -  GQ0474
 GQ0474  STATE/COUNTY-  AZ/MOHAVE
 GQ0474  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0474
 GQ0474                         *CURRENT SURVEY CONTROL
 GQ0474  ___________________________________________________________________
 GQ0474* NAD 83(1986)-  36 30 27.     (N)    113 24 48.     (W)     SCALED    
 GQ0474* NAVD 88     -      1621.607  (meters)    5320.22   (feet)  POSTED    
 GQ0474  ___________________________________________________________________
 GQ0474  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GQ0474  DYNAMIC HT  -        1619.700 (meters)    5313.97  (feet)  COMP
 GQ0474  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 GQ0474
 GQ0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0474
 GQ0474.The horizontal coordinates were scaled from a topographic map and have
 GQ0474.an estimated accuracy of +/- 6 seconds.
 GQ0474
 GQ0474.The orthometric height was determined by differential leveling
 GQ0474.and adjusted by the National Geodetic Survey in 1992..
 GQ0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0474.rate of 0.0 thru 1.0 mm/km.
 GQ0474
 GQ0474.The geoid height was determined by GEOID03.
 GQ0474
 GQ0474.The dynamic height is computed by dividing the NAVD 88
 GQ0474.geopotential number by the normal gravity value computed on the
 GQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0474.degrees latitude (g = 980.6199 gals.).
 GQ0474
 GQ0474.The modeled gravity was interpolated from observed gravity values.
 GQ0474
 GQ0474;                    North         East    Units  Estimated Accuracy
 GQ0474;SPC AZ W     -   610,890.      243,520.      MT  (+/- 180 meters Scaled)
 GQ0474
 GQ0474                          SUPERSEDED SURVEY CONTROL
 GQ0474
 GQ0474.No superseded survey control is available for this station.
 GQ0474
 GQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF838429(NAD 83)
 GQ0474_MARKER: DB = BENCH MARK DISK
 GQ0474_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0474_SP_SET: BEDROCK
 GQ0474_STAMPING: 146 DOR 1970 5317
 GQ0474_MARK LOGO: USGS  
 GQ0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0474+STABILITY: POSITION/ELEVATION WELL
 GQ0474
 GQ0474  HISTORY     - Date     Condition        Report By
 GQ0474  HISTORY     - 1970     MONUMENTED       USGS
 GQ0474
 GQ0474                          STATION DESCRIPTION
 GQ0474
 GQ0474'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0474'78.7 KM (48.90 MI) SSE FROM ST GEORGE UT.
 GQ0474'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0474'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0474'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0474'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 3.0 MILES SOUTHWEST, 0.1 MILE
 GQ0474'SOUTHWEST OF A SMALL POND, 35 FEET SOUTHEAST OF THE ROAD.
 GQ0474'THE MARK IS 1 FT  NW FROM  A WITNESS POST
 GQ0474'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0715 ***********************************************************************
 GP0715  DESIGNATION -  146 DOR
 GP0715  PID         -  GP0715
 GP0715  STATE/COUNTY-  AZ/NAVAJO
 GP0715  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0715
 GP0715                         *CURRENT SURVEY CONTROL
 GP0715  ___________________________________________________________________
 GP0715* NAD 83(1986)-  36 34 35.     (N)    110 28 29.     (W)     SCALED    
 GP0715* NAVD 88     -      1986.304  (meters)    6516.73   (feet)  ADJUSTED  
 GP0715  ___________________________________________________________________
 GP0715  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0715  DYNAMIC HT  -        1983.780 (meters)    6508.45  (feet)  COMP
 GP0715  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 GP0715
 GP0715  VERT ORDER  -  SECOND    CLASS 0
 GP0715
 GP0715.The horizontal coordinates were scaled from a topographic map and have
 GP0715.an estimated accuracy of +/- 6 seconds.
 GP0715
 GP0715.The orthometric height was determined by differential leveling
 GP0715.and adjusted by the National Geodetic Survey in June 1991..
 GP0715
 GP0715.The geoid height was determined by GEOID03.
 GP0715
 GP0715.The dynamic height is computed by dividing the NAVD 88
 GP0715.geopotential number by the normal gravity value computed on the
 GP0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0715.degrees latitude (g = 980.6199 gals.).
 GP0715
 GP0715.The modeled gravity was interpolated from observed gravity values.
 GP0715
 GP0715;                    North         East    Units  Estimated Accuracy
 GP0715;SPC AZ E     -   618,510.      185,790.      MT  (+/- 180 meters Scaled)
 GP0715
 GP0715                          SUPERSEDED SURVEY CONTROL
 GP0715
 GP0715.No superseded survey control is available for this station.
 GP0715
 GP0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF469480(NAD 83)
 GP0715_MARKER: DB = BENCH MARK DISK
 GP0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0715_SP_SET: COPPER-CLAD STEEL ROD
 GP0715_STAMPING: 146 DOR 1969 6513
 GP0715_MARK LOGO: USGS  
 GP0715_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0715+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0715
 GP0715  HISTORY     - Date     Condition        Report By
 GP0715  HISTORY     - 1969     MONUMENTED       USGS
 GP0715
 GP0715                          STATION DESCRIPTION
 GP0715
 GP0715'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0715'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0715'ARIZONA, PROCEED 17.8 MILES SOUTHWEST ALONG HIGHWAY 164 TO A POINT
 GP0715'0.2 MILES NORTHEAST OF A REST AREA, 120 FEET NORTHWEST AND 5 FEET
 GP0715'LOWER THAN THE HIGHWAY, 10 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 GP0715'SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0715'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0274 ***********************************************************************
 FS0274  DESIGNATION -  1460+30
 FS0274  PID         -  FS0274
 FS0274  STATE/COUNTY-  AZ/MOHAVE
 FS0274  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0274
 FS0274                         *CURRENT SURVEY CONTROL
 FS0274  ___________________________________________________________________
 FS0274* NAD 83(1986)-  35 42 50.     (N)    114 28 57.     (W)     SCALED    
 FS0274* NAVD 88     -       737.748  (meters)    2420.43   (feet)  POSTED    
 FS0274  ___________________________________________________________________
 FS0274  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FS0274  DYNAMIC HT  -         736.960 (meters)    2417.84  (feet)  COMP
 FS0274  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 FS0274
 FS0274  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0274
 FS0274.The horizontal coordinates were scaled from a topographic map and have
 FS0274.an estimated accuracy of +/- 6 seconds.
 FS0274
 FS0274.The orthometric height was determined by differential leveling
 FS0274.and adjusted by the National Geodetic Survey in 1992..
 FS0274.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0274.rate of 1.1 thru 2.0 mm/km.
 FS0274
 FS0274.The geoid height was determined by GEOID03.
 FS0274
 FS0274.The dynamic height is computed by dividing the NAVD 88
 FS0274.geopotential number by the normal gravity value computed on the
 FS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0274.degrees latitude (g = 980.6199 gals.).
 FS0274
 FS0274.The modeled gravity was interpolated from observed gravity values.
 FS0274
 FS0274;                    North         East    Units  Estimated Accuracy
 FS0274;SPC AZ W     -   523,040.      147,080.      MT  (+/- 180 meters Scaled)
 FS0274
 FS0274                          SUPERSEDED SURVEY CONTROL
 FS0274
 FS0274  NGVD 29 (??/??/92)  737.050  (m)         2418.14   (f) ADJ UNCH    1 1
 FS0274
 FS0274.Superseded values are not recommended for survey control.
 FS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0274.See file dsdata.txt to determine how the superseded data were derived.
 FS0274
 FS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV277551(NAD 83)
 FS0274_MARKER: DD = SURVEY DISK
 FS0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0274_SP_SET: CULVERT
 FS0274_STAMPING: 1460+30 2419.52 1936
 FS0274_MARK LOGO: AZHD  
 FS0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0274
 FS0274  HISTORY     - Date     Condition        Report By
 FS0274  HISTORY     - 1936     MONUMENTED       AZHD
 FS0274  HISTORY     - 1949     GOOD             NGS
 FS0274  HISTORY     - 1982     GOOD             NGS
 FS0274
 FS0274                          STATION DESCRIPTION
 FS0274
 FS0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0274'25.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0274'25.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0274'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY
 FS0274'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0274'CENTER OF THE SOUTHWEST HEAD WALL, 14.2 FEET SOUTHWEST OF THE
 FS0274'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0274'HIGHWAY.
 FS0274
 FS0274                          STATION RECOVERY (1982)
 FS0274
 FS0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0274'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1148 ***********************************************************************
 DV1148  DESIGNATION -  1461.45
 DV1148  PID         -  DV1148
 DV1148  STATE/COUNTY-  AZ/LA PAZ
 DV1148  USGS QUAD   -  BEAR HILLS (1990)
 DV1148
 DV1148                         *CURRENT SURVEY CONTROL
 DV1148  ___________________________________________________________________
 DV1148* NAD 83(1986)-  33 40 11.     (N)    113 59 03.     (W)     SCALED    
 DV1148* NAVD 88     -       446.53   (+/-2cm)    1465.0    (feet)  VERTCON   
 DV1148  ___________________________________________________________________
 DV1148  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1148
 DV1148  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1148
 DV1148.The horizontal coordinates were scaled from a topographic map and have
 DV1148.an estimated accuracy of +/- 6 seconds.
 DV1148
 DV1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1148.The vertical order pertains to the NGVD 29 superseded value.
 DV1148
 DV1148.The geoid height was determined by GEOID03.
 DV1148
 DV1148;                    North         East    Units  Estimated Accuracy
 DV1148;SPC AZ W     -   296,060.      191,650.      MT  (+/- 180 meters Scaled)
 DV1148
 DV1148                          SUPERSEDED SURVEY CONTROL
 DV1148
 DV1148  NGVD 29 (??/??/92)  445.827  (m)         1462.68   (f) ADJ UNCH    1 2
 DV1148
 DV1148.Superseded values are not recommended for survey control.
 DV1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1148.See file dsdata.txt to determine how the superseded data were derived.
 DV1148
 DV1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC233295(NAD 83)
 DV1148_MARKER: DD = SURVEY DISK
 DV1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1148_SP_SET: BRIDGE
 DV1148_STAMPING: 1461.45 1781+20.92 1932
 DV1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1148
 DV1148  HISTORY     - Date     Condition        Report By
 DV1148  HISTORY     - 1932     MONUMENTED       AZHD
 DV1148  HISTORY     - 1962     GOOD             NGS
 DV1148  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1148
 DV1148                          STATION DESCRIPTION
 DV1148
 DV1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1148'2.4 MI W FROM BRENDA.
 DV1148'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE GREYHOUND
 DV1148'BUS STOP AT BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DV1148'45 FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DV1148'AND IS ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DV1148
 DV1148                          STATION RECOVERY (1981)
 DV1148
 DV1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1148'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1148'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0440 ***********************************************************************
 CZ0440  DESIGNATION -  1462+72.8
 CZ0440  PID         -  CZ0440
 CZ0440  STATE/COUNTY-  AZ/PINAL
 CZ0440  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0440
 CZ0440                         *CURRENT SURVEY CONTROL
 CZ0440  ___________________________________________________________________
 CZ0440* NAD 83(1986)-  32 42 29.     (N)    111 05 54.     (W)     SCALED    
 CZ0440* NAVD 88     -       872.57   (+/-2cm)    2862.8    (feet)  VERTCON   
 CZ0440  ___________________________________________________________________
 CZ0440  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CZ0440
 CZ0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0440
 CZ0440.The horizontal coordinates were scaled from a topographic map and have
 CZ0440.an estimated accuracy of +/- 6 seconds.
 CZ0440
 CZ0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0440.The vertical order pertains to the NGVD 29 superseded value.
 CZ0440
 CZ0440.The geoid height was determined by GEOID03.
 CZ0440
 CZ0440;                    North         East    Units  Estimated Accuracy
 CZ0440;SPC AZ C     -   189,670.      290,080.      MT  (+/- 180 meters Scaled)
 CZ0440
 CZ0440                          SUPERSEDED SURVEY CONTROL
 CZ0440
 CZ0440  NGVD 29 (??/??/92)  871.937  (m)         2860.68   (f) ADJ UNCH    2 0
 CZ0440
 CZ0440.Superseded values are not recommended for survey control.
 CZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0440.See file dsdata.txt to determine how the superseded data were derived.
 CZ0440
 CZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB907189(NAD 83)
 CZ0440_MARKER: DD = SURVEY DISK
 CZ0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0440_SP_SET: BRIDGE
 CZ0440_STAMPING: 1462+72.8 2860.49
 CZ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0440
 CZ0440  HISTORY     - Date     Condition        Report By
 CZ0440  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0440  HISTORY     - 1962     GOOD             NGS
 CZ0440
 CZ0440                          STATION DESCRIPTION
 CZ0440
 CZ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0440'13.75 MI NW FROM ORACLE JUNCTION.
 CZ0440'13.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0440'JUNCTION, 15.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0440'DISK SET IN A DRILLHOLE IN THE NORTHEAST END OF THE BRIDGE OVER BUNYAN
 CZ0440'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1549 ***********************************************************************
 CZ1549  DESIGNATION -  1463.95
 CZ1549  PID         -  CZ1549
 CZ1549  STATE/COUNTY-  AZ/PINAL
 CZ1549  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1549
 CZ1549                         *CURRENT SURVEY CONTROL
 CZ1549  ___________________________________________________________________
 CZ1549* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1549* NAVD 88     -       446.78   (+/-2cm)    1465.8    (feet)  VERTCON   
 CZ1549  ___________________________________________________________________
 CZ1549  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1549
 CZ1549  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1549
 CZ1549.The horizontal coordinates were scaled from a topographic map and have
 CZ1549.an estimated accuracy of +/- 6 seconds.
 CZ1549
 CZ1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1549.The vertical order pertains to the NGVD 29 superseded value.
 CZ1549
 CZ1549.The geoid height was determined by GEOID03.
 CZ1549
 CZ1549;                    North         East    Units  Estimated Accuracy
 CZ1549;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1549
 CZ1549                          SUPERSEDED SURVEY CONTROL
 CZ1549
 CZ1549  NGVD 29 (??/??/92)  446.224  (m)         1463.99   (f) ADJ UNCH    1 2
 CZ1549
 CZ1549.Superseded values are not recommended for survey control.
 CZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1549.See file dsdata.txt to determine how the superseded data were derived.
 CZ1549
 CZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1549_MARKER: DD = SURVEY DISK
 CZ1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1549_SP_SET: CULVERT
 CZ1549_STAMPING: 1463.95
 CZ1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1549
 CZ1549  HISTORY     - Date     Condition        Report By
 CZ1549  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1549  HISTORY     - 1975     GOOD             AZDT
 CZ1549
 CZ1549                          STATION DESCRIPTION
 CZ1549
 CZ1549'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1549'4.32 MI SE FROM CASA GRANDE.
 CZ1549'FROM MILEPOST 176, I-8, WEST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1549'THE STATION ON THE LEFT.  150 FT. SOUTH OF THE CENTERLINE OF THE
 CZ1549'INTERSTATE.  45 FT. SOUTH OF THE EASTBOUND LANE.  20 FT. WEST OF A P
 CZ1549'AND M SURVEY SIGN.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A
 CZ1549'12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0631 ***********************************************************************
 DU0631  DESIGNATION -  1465.42
 DU0631  PID         -  DU0631
 DU0631  STATE/COUNTY-  AZ/MARICOPA
 DU0631  USGS QUAD   -  BUCKHORN (1982)
 DU0631
 DU0631                         *CURRENT SURVEY CONTROL
 DU0631  ___________________________________________________________________
 DU0631* NAD 83(1986)-  33 24 55.     (N)    111 39 35.     (W)     SCALED    
 DU0631* NAVD 88     -       447.473  (meters)    1468.08   (feet)  READJUSTED
 DU0631  ___________________________________________________________________
 DU0631  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0631  DYNAMIC HT  -         446.940 (meters)    1466.34  (feet)  COMP
 DU0631  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 DU0631
 DU0631  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0631
 DU0631.The horizontal coordinates were scaled from a topographic map and have
 DU0631.an estimated accuracy of +/- 6 seconds.
 DU0631
 DU0631.The orthometric height was determined by differential leveling
 DU0631.and adjusted by the National Geodetic Survey in April 1999..
 DU0631.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0631.distribution rate greater than 8.0 mm/km.
 DU0631.The height was derived from older observations constrained to new
 DU0631.heights in a crustal motion area.  The height is approximate in
 DU0631.relation to other heights in its vicinity.
 DU0631
 DU0631.The geoid height was determined by GEOID03.
 DU0631
 DU0631.The dynamic height is computed by dividing the NAVD 88
 DU0631.geopotential number by the normal gravity value computed on the
 DU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0631.degrees latitude (g = 980.6199 gals.).
 DU0631
 DU0631.The modeled gravity was interpolated from observed gravity values.
 DU0631
 DU0631;                    North         East    Units  Estimated Accuracy
 DU0631;SPC AZ C     -   267,830.      237,260.      MT  (+/- 180 meters Scaled)
 DU0631
 DU0631                          SUPERSEDED SURVEY CONTROL
 DU0631
 DU0631  NAVD 88 (06/15/91)  447.485  (m)         1468.12   (f) UNKNOWN     1 1
 DU0631  NGVD 29 (??/??/92)  446.919  (m)         1466.27   (f) ADJ UNCH    1 1
 DU0631
 DU0631.Superseded values are not recommended for survey control.
 DU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0631.See file dsdata.txt to determine how the superseded data were derived.
 DU0631
 DU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386975(NAD 83)
 DU0631_MARKER: DD = SURVEY DISK
 DU0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0631_SP_SET: ABUTMENT
 DU0631_STAMPING: 1465.42 497.12
 DU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0631
 DU0631  HISTORY     - Date     Condition        Report By
 DU0631  HISTORY     - UNK      MONUMENTED       AZHD
 DU0631  HISTORY     - 1948     GOOD             NGS
 DU0631  HISTORY     - 1981     GOOD             NGS
 DU0631  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0631
 DU0631                          STATION DESCRIPTION
 DU0631
 DU0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0631'6.4 MI W FROM APACHE JUNCTION.
 DU0631'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0631'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0631'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0631'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0631
 DU0631                          STATION RECOVERY (1981)
 DU0631
 DU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0631'3.9 KILOMETERS (2.4 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0631'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0631'WEST ABUTMENT OF THE DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR
 DU0631'THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1 MILE) EAST OF THE
 DU0631'CROSSOVER TO THE MOUNTAIN VIEW CEMETERY, 0.2 KILOMETER (0.1 MILE) WEST
 DU0631'OF THE CROSSOVER FOR THE 80TH AND SAGE STREET AND 5.0 METERS
 DU0631'(16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC
 DU0631'LANES.
 DU0631'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0631
 DU0631                          STATION RECOVERY (1994)
 DU0631
 DU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0631'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0630 ***********************************************************************
 DU0630  DESIGNATION -  1467.96
 DU0630  PID         -  DU0630
 DU0630  STATE/COUNTY-  AZ/MARICOPA
 DU0630  USGS QUAD   -  BUCKHORN (1982)
 DU0630
 DU0630                         *CURRENT SURVEY CONTROL
 DU0630  ___________________________________________________________________
 DU0630* NAD 83(1986)-  33 24 57.     (N)    111 39 36.     (W)     SCALED    
 DU0630* NAVD 88     -       448.25   (+/-2cm)    1470.6    (feet)  VERTCON   
 DU0630  ___________________________________________________________________
 DU0630  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0630
 DU0630  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0630
 DU0630.The horizontal coordinates were scaled from a topographic map and have
 DU0630.an estimated accuracy of +/- 6 seconds.
 DU0630
 DU0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0630.The vertical order pertains to the NGVD 29 superseded value.
 DU0630
 DU0630.The geoid height was determined by GEOID03.
 DU0630
 DU0630;                    North         East    Units  Estimated Accuracy
 DU0630;SPC AZ C     -   267,900.      237,230.      MT  (+/- 180 meters Scaled)
 DU0630
 DU0630                          SUPERSEDED SURVEY CONTROL
 DU0630
 DU0630  NGVD 29 (??/??/92)  447.693  (m)         1468.81   (f) ADJ UNCH    1 2
 DU0630
 DU0630.Superseded values are not recommended for survey control.
 DU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0630.See file dsdata.txt to determine how the superseded data were derived.
 DU0630
 DU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386975(NAD 83)
 DU0630_MARKER: DD = SURVEY DISK
 DU0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0630_STAMPING: 1467.96 501.32
 DU0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0630+STABILITY: SURFACE MOTION
 DU0630
 DU0630  HISTORY     - Date     Condition        Report By
 DU0630  HISTORY     - UNK      MONUMENTED       AZHD
 DU0630  HISTORY     - 1948     GOOD             NGS
 DU0630  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0630
 DU0630                          STATION DESCRIPTION
 DU0630
 DU0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0630'6.3 MI W FROM APACHE JUNCTION.
 DU0630'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0630'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTHEAST
 DU0630'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DU0630'INCHES.
 DU0630
 DU0630                          STATION RECOVERY (1981)
 DU0630
 DU0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0630'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0629 ***********************************************************************
 DU0629  DESIGNATION -  1468.58
 DU0629  PID         -  DU0629
 DU0629  STATE/COUNTY-  AZ/MARICOPA
 DU0629  USGS QUAD   -  BUCKHORN (1982)
 DU0629
 DU0629                         *CURRENT SURVEY CONTROL
 DU0629  ___________________________________________________________________
 DU0629* NAD 83(1986)-  33 24 57.     (N)    111 39 31.     (W)     SCALED    
 DU0629* NAVD 88     -       448.43   (+/-2cm)    1471.2    (feet)  VERTCON   
 DU0629  ___________________________________________________________________
 DU0629  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0629
 DU0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0629
 DU0629.The horizontal coordinates were scaled from a topographic map and have
 DU0629.an estimated accuracy of +/- 6 seconds.
 DU0629
 DU0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0629.The vertical order pertains to the NGVD 29 superseded value.
 DU0629
 DU0629.The geoid height was determined by GEOID03.
 DU0629
 DU0629;                    North         East    Units  Estimated Accuracy
 DU0629;SPC AZ C     -   267,900.      237,360.      MT  (+/- 180 meters Scaled)
 DU0629
 DU0629                          SUPERSEDED SURVEY CONTROL
 DU0629
 DU0629  NGVD 29 (??/??/92)  447.879  (m)         1469.42   (f) ADJ UNCH    1 2
 DU0629
 DU0629.Superseded values are not recommended for survey control.
 DU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0629.See file dsdata.txt to determine how the superseded data were derived.
 DU0629
 DU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB387975(NAD 83)
 DU0629_MARKER: DD = SURVEY DISK
 DU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0629_STAMPING: 1468.58 501.32
 DU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0629+STABILITY: SURFACE MOTION
 DU0629
 DU0629  HISTORY     - Date     Condition        Report By
 DU0629  HISTORY     - UNK      MONUMENTED       AZHD
 DU0629  HISTORY     - 1948     GOOD             NGS
 DU0629  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0629
 DU0629                          STATION DESCRIPTION
 DU0629
 DU0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0629'6.3 MI W FROM APACHE JUNCTION.
 DU0629'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0629'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21.6 FEET EAST OF A
 DU0629'POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0629
 DU0629                          STATION RECOVERY (1981)
 DU0629
 DU0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0629'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1157 ***********************************************************************
 CZ1157  DESIGNATION -  1469
 CZ1157  PID         -  CZ1157
 CZ1157  STATE/COUNTY-  AZ/PINAL
 CZ1157  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1157
 CZ1157                         *CURRENT SURVEY CONTROL
 CZ1157  ___________________________________________________________________
 CZ1157* NAD 83(1986)-  32 44 24.     (N)    111 47 30.     (W)     SCALED    
 CZ1157* NAVD 88     -       448.20   (+/-2cm)    1470.5    (feet)  VERTCON   
 CZ1157  ___________________________________________________________________
 CZ1157  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1157
 CZ1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1157
 CZ1157.The horizontal coordinates were scaled from a topographic map and have
 CZ1157.an estimated accuracy of +/- 6 seconds.
 CZ1157
 CZ1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1157.The vertical order pertains to the NGVD 29 superseded value.
 CZ1157
 CZ1157.The geoid height was determined by GEOID03.
 CZ1157
 CZ1157;                    North         East    Units  Estimated Accuracy
 CZ1157;SPC AZ C     -   192,930.      225,080.      MT  (+/- 180 meters Scaled)
 CZ1157
 CZ1157                          SUPERSEDED SURVEY CONTROL
 CZ1157
 CZ1157  NGVD 29 (??/??/92)  447.600  (m)         1468.50   (f) ADJ UNCH    2 0
 CZ1157
 CZ1157.Superseded values are not recommended for survey control.
 CZ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1157.See file dsdata.txt to determine how the superseded data were derived.
 CZ1157
 CZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258227(NAD 83)
 CZ1157_MARKER: B = BOLT
 CZ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1157+STABILITY: SURFACE MOTION
 CZ1157
 CZ1157  HISTORY     - Date     Condition        Report By
 CZ1157  HISTORY     - UNK      MONUMENTED       USGS
 CZ1157  HISTORY     - 1952     GOOD             NGS
 CZ1157
 CZ1157                          STATION DESCRIPTION
 CZ1157
 CZ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1157'1.1 MI SW FROM CHIU CHUISCHU.
 CZ1157'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1157'OF CHIU CHUISCHU, 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS ROAD,
 CZ1157'THENCE 0.2 MILE WEST ALONG A TRACK ROAD, AT THE NORTHWEST BASE OF A
 CZ1157'BLACK ROCK KNOLL, 26 FEET EAST OF THE NORTH END OF THE MOST NORTHERLY
 CZ1157'OUTCROP, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, AN
 CZ1157'IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CZ1157'THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0364 ***********************************************************************
 CY0364  DESIGNATION -  147
 CY0364  PID         -  CY0364
 CY0364  STATE/COUNTY-  AZ/COCHISE
 CY0364  USGS QUAD   -  COCHISE (1985)
 CY0364
 CY0364                         *CURRENT SURVEY CONTROL
 CY0364  ___________________________________________________________________
 CY0364* NAD 83(1986)-  32 05 44.     (N)    109 56 08.     (W)     SCALED    
 CY0364* NAVD 88     -      1304.71   (+/-2cm)    4280.5    (feet)  VERTCON   
 CY0364  ___________________________________________________________________
 CY0364  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0364
 CY0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0364
 CY0364.The horizontal coordinates were scaled from a topographic map and have
 CY0364.an estimated accuracy of +/- 6 seconds.
 CY0364
 CY0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0364.The vertical order pertains to the NGVD 29 superseded value.
 CY0364
 CY0364.The geoid height was determined by GEOID03.
 CY0364
 CY0364;                    North         East    Units  Estimated Accuracy
 CY0364;SPC AZ E     -   121,490.      235,170.      MT  (+/- 180 meters Scaled)
 CY0364
 CY0364                          SUPERSEDED SURVEY CONTROL
 CY0364
 CY0364  NGVD 29 (??/??/92) 1303.933  (m)         4277.99   (f) ADJ UNCH    1 2
 CY0364
 CY0364.Superseded values are not recommended for survey control.
 CY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0364.See file dsdata.txt to determine how the superseded data were derived.
 CY0364
 CY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA004515(NAD 83)
 CY0364_MARKER: P = PIPE CAP
 CY0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0364_STAMPING: 147 H 1907
 CY0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0364
 CY0364  HISTORY     - Date     Condition        Report By
 CY0364  HISTORY     - 1907     MONUMENTED       USGS
 CY0364  HISTORY     - 1952     GOOD             NGS
 CY0364
 CY0364                          STATION DESCRIPTION
 CY0364
 CY0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0364'1.6 MI SW FROM COCHISE.
 CY0364'1.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0364'THE STATION AT COCHISE, 0.3 MILE NORTHEAST OF MILEPOLE NUMBER 1062,
 CY0364'0.1 MILE SOUTHWEST OF BRIDGE NUMBER 1062.49, 248 1/2 FEET NORTHEAST OF
 CY0364'A SIGN READING ONE MILE TO COCHISE, 108.0 FEET EAST OF A SECTION CAR
 CY0364'SIDING, 99.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 FEET SOUTHEAST
 CY0364'OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2.0 FEET LOWER
 CY0364'THAN THE TRACK, AND SET IN THE TOP OF AN IRON PIPE PROJECTING 1.3 FEET
 CY0364'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0746 ***********************************************************************
 FR0746  DESIGNATION -  147 0
 FR0746  PID         -  FR0746
 FR0746  STATE/COUNTY-  AZ/YAVAPAI
 FR0746  USGS QUAD   -  AUDLEY (1980)
 FR0746
 FR0746                         *CURRENT SURVEY CONTROL
 FR0746  ___________________________________________________________________
 FR0746* NAD 83(1986)-  35 27 11.     (N)    113 05 54.     (W)     SCALED    
 FR0746* NAVD 88     -      1581.270  (meters)    5187.88   (feet)  ADJUSTED  
 FR0746  ___________________________________________________________________
 FR0746  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0746  DYNAMIC HT  -        1579.230 (meters)    5181.19  (feet)  COMP
 FR0746  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0746
 FR0746  VERT ORDER  -  FIRST     CLASS II
 FR0746
 FR0746.The horizontal coordinates were scaled from a topographic map and have
 FR0746.an estimated accuracy of +/- 6 seconds.
 FR0746
 FR0746.The orthometric height was determined by differential leveling
 FR0746.and adjusted by the National Geodetic Survey in June 1991..
 FR0746
 FR0746.The geoid height was determined by GEOID03.
 FR0746
 FR0746.The dynamic height is computed by dividing the NAVD 88
 FR0746.geopotential number by the normal gravity value computed on the
 FR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0746.degrees latitude (g = 980.6199 gals.).
 FR0746
 FR0746.The modeled gravity was interpolated from observed gravity values.
 FR0746
 FR0746;                    North         East    Units  Estimated Accuracy
 FR0746;SPC AZ C     -   494,480.      106,090.      MT  (+/- 180 meters Scaled)
 FR0746
 FR0746                          SUPERSEDED SURVEY CONTROL
 FR0746
 FR0746.No superseded survey control is available for this station.
 FR0746
 FR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE095253(NAD 83)
 FR0746_MARKER: DB = BENCH MARK DISK
 FR0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0746_SP_SET: COPPER-CLAD STEEL ROD
 FR0746_STAMPING: 147-0 1966
 FR0746_MARK LOGO: USGS  
 FR0746_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0746
 FR0746  HISTORY     - Date     Condition        Report By
 FR0746  HISTORY     - 1966     MONUMENTED       USGS
 FR0746  HISTORY     - 1982     GOOD             NGS
 FR0746
 FR0746                          STATION DESCRIPTION
 FR0746
 FR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0746'26.1 KM (16.2 MI) NW FROM SELIGMAN.
 FR0746'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0746'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 12.9 KM (8.0 MI)
 FR0746'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0746'125, 0.3 KM (0.2 MI) SOUTHEAST OF A GUARD RAIL, AT A HIGHWAY SIGN
 FR0746'READING ASH FORK 40, 37.1 METERS (122 FT) SOUTHWEST OF THE CENTERLINE
 FR0746'OF THE HIGHWAY, 16.7 METERS (55 FT) SOUTHWEST OF A BRACE POST, 14.3
 FR0746'METERS (47 FT) SOUTHWEST OF A FENCE.
 FR0746'THE MARK IS 14.3 METERS  SW FROM A WITNESS POST.
 FR0746'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1232 ***********************************************************************
 DU1232  DESIGNATION -  147 DOR
 DU1232  PID         -  DU1232
 DU1232  STATE/COUNTY-  AZ/GILA
 DU1232  USGS QUAD   -  CEDAR CREEK (1978)
 DU1232
 DU1232                         *CURRENT SURVEY CONTROL
 DU1232  ___________________________________________________________________
 DU1232* NAD 83(1986)-  33 56 05.     (N)    110 12 15.     (W)     SCALED    
 DU1232* NAVD 88     -      1641.641  (meters)    5385.95   (feet)  ADJUSTED  
 DU1232  ___________________________________________________________________
 DU1232  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DU1232  DYNAMIC HT  -        1639.287 (meters)    5378.23  (feet)  COMP
 DU1232  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 DU1232
 DU1232  VERT ORDER  -  FIRST     CLASS II
 DU1232
 DU1232.The horizontal coordinates were scaled from a topographic map and have
 DU1232.an estimated accuracy of +/- 6 seconds.
 DU1232
 DU1232.The orthometric height was determined by differential leveling
 DU1232.and adjusted by the National Geodetic Survey in June 1991..
 DU1232
 DU1232.The geoid height was determined by GEOID03.
 DU1232
 DU1232.The dynamic height is computed by dividing the NAVD 88
 DU1232.geopotential number by the normal gravity value computed on the
 DU1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1232.degrees latitude (g = 980.6199 gals.).
 DU1232
 DU1232.The modeled gravity was interpolated from observed gravity values.
 DU1232
 DU1232;                    North         East    Units  Estimated Accuracy
 DU1232;SPC AZ E     -   325,410.      209,890.      MT  (+/- 180 meters Scaled)
 DU1232
 DU1232                          SUPERSEDED SURVEY CONTROL
 DU1232
 DU1232.No superseded survey control is available for this station.
 DU1232
 DU1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC735552(NAD 83)
 DU1232_MARKER: DB = BENCH MARK DISK
 DU1232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1232_SP_SET: COPPER-CLAD STEEL ROD
 DU1232_STAMPING: 5383 147 DOR 1965
 DU1232_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1232
 DU1232  HISTORY     - Date     Condition        Report By
 DU1232  HISTORY     - 1965     MONUMENTED       USGS
 DU1232  HISTORY     - 1979     GOOD             NGS
 DU1232
 DU1232                          STATION DESCRIPTION
 DU1232
 DU1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1232'6.2 MI SE FROM CARRIZO JUNCTION.
 DU1232'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1232'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.35 MILE SOUTHEAST OF HIGHWAY
 DU1232'MILE MARKER 316, 106 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1232'AND 0.8 FOOT SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1232'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1232'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 DU1232'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0475 ***********************************************************************
 GQ0475  DESIGNATION -  147 DOR
 GQ0475  PID         -  GQ0475
 GQ0475  STATE/COUNTY-  AZ/MOHAVE
 GQ0475  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0475
 GQ0475                         *CURRENT SURVEY CONTROL
 GQ0475  ___________________________________________________________________
 GQ0475* NAD 83(1986)-  36 30 12.     (N)    113 25 49.     (W)     SCALED    
 GQ0475* NAVD 88     -      1642.836  (meters)    5389.87   (feet)  POSTED    
 GQ0475  ___________________________________________________________________
 GQ0475  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0475  DYNAMIC HT  -        1640.890 (meters)    5383.49  (feet)  COMP
 GQ0475  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 GQ0475
 GQ0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0475
 GQ0475.The horizontal coordinates were scaled from a topographic map and have
 GQ0475.an estimated accuracy of +/- 6 seconds.
 GQ0475
 GQ0475.The orthometric height was determined by differential leveling
 GQ0475.and adjusted by the National Geodetic Survey in 1992..
 GQ0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0475.rate of 0.0 thru 1.0 mm/km.
 GQ0475
 GQ0475.The geoid height was determined by GEOID03.
 GQ0475
 GQ0475.The dynamic height is computed by dividing the NAVD 88
 GQ0475.geopotential number by the normal gravity value computed on the
 GQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0475.degrees latitude (g = 980.6199 gals.).
 GQ0475
 GQ0475.The modeled gravity was interpolated from observed gravity values.
 GQ0475
 GQ0475;                    North         East    Units  Estimated Accuracy
 GQ0475;SPC AZ W     -   610,430.      242,000.      MT  (+/- 180 meters Scaled)
 GQ0475
 GQ0475                          SUPERSEDED SURVEY CONTROL
 GQ0475
 GQ0475.No superseded survey control is available for this station.
 GQ0475
 GQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF823425(NAD 83)
 GQ0475_MARKER: DB = BENCH MARK DISK
 GQ0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0475_SP_SET: COPPER-CLAD STEEL ROD
 GQ0475_STAMPING: 147 DOR 1970 5387
 GQ0475_MARK LOGO: USGS  
 GQ0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0475
 GQ0475  HISTORY     - Date     Condition        Report By
 GQ0475  HISTORY     - 1970     MONUMENTED       USGS
 GQ0475
 GQ0475                          STATION DESCRIPTION
 GQ0475
 GQ0475'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0475'80.5 KM (50.00 MI) SSW FROM ST GEORGE UT.
 GQ0475'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0475'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0475'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0475'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 4.1 MILES SOUTHWEST TO THE
 GQ0475'TOP OF A RISE, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH DEPTH
 GQ0475'UNKNOWN.
 GQ0475'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0716 ***********************************************************************
 GP0716  DESIGNATION -  147 DOR
 GP0716  PID         -  GP0716
 GP0716  STATE/COUNTY-  AZ/NAVAJO
 GP0716  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0716
 GP0716                         *CURRENT SURVEY CONTROL
 GP0716  ___________________________________________________________________
 GP0716* NAD 83(1986)-  36 35 36.     (N)    110 28 24.     (W)     SCALED    
 GP0716* NAVD 88     -      1963.473  (meters)    6441.83   (feet)  ADJUSTED  
 GP0716  ___________________________________________________________________
 GP0716  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GP0716  DYNAMIC HT  -        1961.007 (meters)    6433.74  (feet)  COMP
 GP0716  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 GP0716
 GP0716  VERT ORDER  -  SECOND    CLASS 0
 GP0716
 GP0716.The horizontal coordinates were scaled from a topographic map and have
 GP0716.an estimated accuracy of +/- 6 seconds.
 GP0716
 GP0716.The orthometric height was determined by differential leveling
 GP0716.and adjusted by the National Geodetic Survey in June 1991..
 GP0716
 GP0716.The geoid height was determined by GEOID03.
 GP0716
 GP0716.The dynamic height is computed by dividing the NAVD 88
 GP0716.geopotential number by the normal gravity value computed on the
 GP0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0716.degrees latitude (g = 980.6199 gals.).
 GP0716
 GP0716.The modeled gravity was interpolated from observed gravity values.
 GP0716
 GP0716;                    North         East    Units  Estimated Accuracy
 GP0716;SPC AZ E     -   620,390.      185,920.      MT  (+/- 180 meters Scaled)
 GP0716
 GP0716                          SUPERSEDED SURVEY CONTROL
 GP0716
 GP0716.No superseded survey control is available for this station.
 GP0716
 GP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF471498(NAD 83)
 GP0716_MARKER: DB = BENCH MARK DISK
 GP0716_SETTING: 80 = SET IN A BOULDER
 GP0716_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0716_STAMPING: 147 DOR 1969 6439
 GP0716_MARK LOGO: USGS  
 GP0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0716+STABILITY: POSITION/ELEVATION WELL
 GP0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0716+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0716
 GP0716  HISTORY     - Date     Condition        Report By
 GP0716  HISTORY     - 1969     MONUMENTED       USGS
 GP0716
 GP0716                          STATION DESCRIPTION
 GP0716
 GP0716'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0716'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0716'ARIZONA, PROCEED 16.7 MILES SOUTHWEST ALONG HIGHWAY 164, 150 FEET
 GP0716'EAST AND 9 FEET HIGHER THAN THE HIGHWAY, 8 FEET WEST OF A JUNIPER
 GP0716'TREE, 4 FEET EAST OF A WITNESS, IN A LARGE SANDSTONE BOULDER
 GP0716'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0277 ***********************************************************************
 FS0277  DESIGNATION -  1471+75
 FS0277  PID         -  FS0277
 FS0277  STATE/COUNTY-  AZ/MOHAVE
 FS0277  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0277
 FS0277                         *CURRENT SURVEY CONTROL
 FS0277  ___________________________________________________________________
 FS0277* NAD 83(1986)-  35 43 00.     (N)    114 29 03.     (W)     SCALED    
 FS0277* NAVD 88     -       736.901  (meters)    2417.65   (feet)  POSTED    
 FS0277  ___________________________________________________________________
 FS0277  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FS0277  DYNAMIC HT  -         736.110 (meters)    2415.05  (feet)  COMP
 FS0277  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 FS0277
 FS0277  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0277
 FS0277.The horizontal coordinates were scaled from a topographic map and have
 FS0277.an estimated accuracy of +/- 6 seconds.
 FS0277
 FS0277.The orthometric height was determined by differential leveling
 FS0277.and adjusted by the National Geodetic Survey in 1992..
 FS0277.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0277.rate of 1.1 thru 2.0 mm/km.
 FS0277
 FS0277.The geoid height was determined by GEOID03.
 FS0277
 FS0277.The dynamic height is computed by dividing the NAVD 88
 FS0277.geopotential number by the normal gravity value computed on the
 FS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0277.degrees latitude (g = 980.6199 gals.).
 FS0277
 FS0277.The modeled gravity was interpolated from observed gravity values.
 FS0277
 FS0277;                    North         East    Units  Estimated Accuracy
 FS0277;SPC AZ W     -   523,340.      146,930.      MT  (+/- 180 meters Scaled)
 FS0277
 FS0277                          SUPERSEDED SURVEY CONTROL
 FS0277
 FS0277  NGVD 29 (??/??/92)  736.205  (m)         2415.37   (f) ADJ UNCH    1 1
 FS0277
 FS0277.Superseded values are not recommended for survey control.
 FS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0277.See file dsdata.txt to determine how the superseded data were derived.
 FS0277
 FS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275554(NAD 83)
 FS0277_MARKER: DD = SURVEY DISK
 FS0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0277_SP_SET: CULVERT
 FS0277_STAMPING: 1471+75 2416.74 1936
 FS0277_MARK LOGO: AZHD  
 FS0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0277
 FS0277  HISTORY     - Date     Condition        Report By
 FS0277  HISTORY     - 1936     MONUMENTED       AZHD
 FS0277  HISTORY     - 1949     GOOD             NGS
 FS0277  HISTORY     - 1982     GOOD             NGS
 FS0277
 FS0277                          STATION DESCRIPTION
 FS0277
 FS0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0277'25.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0277'25.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0277'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE SOUTHEAST
 FS0277'OF A RICHFIELD SERVICE STATION (DAILEYS SERVICE), AT A 4- BY
 FS0277'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0277'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.5 FEET SOUTHWEST
 FS0277'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 FS0277'THE HIGHWAY.
 FS0277
 FS0277                          STATION RECOVERY (1982)
 FS0277
 FS0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0277'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0628 ***********************************************************************
 DU0628  DESIGNATION -  1472.81
 DU0628  PID         -  DU0628
 DU0628  STATE/COUNTY-  AZ/MARICOPA
 DU0628  USGS QUAD   -  BUCKHORN (1982)
 DU0628
 DU0628                         *CURRENT SURVEY CONTROL
 DU0628  ___________________________________________________________________
 DU0628* NAD 83(1986)-  33 24 55.     (N)    111 39 19.     (W)     SCALED    
 DU0628* NAVD 88     -       449.727  (meters)    1475.48   (feet)  READJUSTED
 DU0628  ___________________________________________________________________
 DU0628  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0628  DYNAMIC HT  -         449.190 (meters)    1473.72  (feet)  COMP
 DU0628  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU0628
 DU0628  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0628
 DU0628.The horizontal coordinates were scaled from a topographic map and have
 DU0628.an estimated accuracy of +/- 6 seconds.
 DU0628
 DU0628.The orthometric height was determined by differential leveling
 DU0628.and adjusted by the National Geodetic Survey in April 1999..
 DU0628.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0628.distribution rate greater than 8.0 mm/km.
 DU0628.The height was derived from older observations constrained to new
 DU0628.heights in a crustal motion area.  The height is approximate in
 DU0628.relation to other heights in its vicinity.
 DU0628
 DU0628.The geoid height was determined by GEOID03.
 DU0628
 DU0628.The dynamic height is computed by dividing the NAVD 88
 DU0628.geopotential number by the normal gravity value computed on the
 DU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0628.degrees latitude (g = 980.6199 gals.).
 DU0628
 DU0628.The modeled gravity was interpolated from observed gravity values.
 DU0628
 DU0628;                    North         East    Units  Estimated Accuracy
 DU0628;SPC AZ C     -   267,840.      237,670.      MT  (+/- 180 meters Scaled)
 DU0628
 DU0628                          SUPERSEDED SURVEY CONTROL
 DU0628
 DU0628  NAVD 88 (06/15/91)  449.732  (m)         1475.50   (f) UNKNOWN     1 1
 DU0628  NGVD 29 (??/??/92)  449.153  (m)         1473.60   (f) ADJ UNCH    1 1
 DU0628
 DU0628.Superseded values are not recommended for survey control.
 DU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0628.See file dsdata.txt to determine how the superseded data were derived.
 DU0628
 DU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB390975(NAD 83)
 DU0628_MARKER: DD = SURVEY DISK
 DU0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0628_SP_SET: CULVERT
 DU0628_STAMPING: 1472.81 509.60
 DU0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0628+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0628
 DU0628  HISTORY     - Date     Condition        Report By
 DU0628  HISTORY     - UNK      MONUMENTED       AZHD
 DU0628  HISTORY     - 1948     GOOD             NGS
 DU0628  HISTORY     - 1981     GOOD             NGS
 DU0628  HISTORY     - 20060904 GOOD             GEOCAC
 DU0628
 DU0628                          STATION DESCRIPTION
 DU0628
 DU0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0628'6.1 MI W FROM APACHE JUNCTION.
 DU0628'ABOUT 6.1 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0628'24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND IN
 DU0628'THE CENTER OF A 15-FEET LONG CONCRETE HEADWALL AND ABOUT LEVEL WITH
 DU0628'THE HIGHWAY.
 DU0628
 DU0628                          STATION RECOVERY (1981)
 DU0628
 DU0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0628'4.2 KILOMETERS (2.65 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU0628'FROM THE POST OFFICE AT BUCKHORN, IN THE TOP CENTER OF THE NORTH
 DU0628'CONCRETE HEADWALL FOR TWO 60 CENTIMETER (24 INCHES) CONCRETE PIPE
 DU0628'CULVERTS FOR THE EASTBOUND HIGHWAY LANES, 5.8 METERS (19.0 FEET) NORTH
 DU0628'OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 54.8 METERS
 DU0628'(180.0 FEET) EAST OF THE CENTERLINE OF 81ST STREET.
 DU0628
 DU0628                          STATION RECOVERY (2006)
 DU0628
 DU0628'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0631 ***********************************************************************
 CG0631  DESIGNATION -  1473+49.2
 CG0631  PID         -  CG0631
 CG0631  STATE/COUNTY-  AZ/PIMA
 CG0631  USGS QUAD   -  SELLS EAST (1982)
 CG0631
 CG0631                         *CURRENT SURVEY CONTROL
 CG0631  ___________________________________________________________________
 CG0631* NAD 83(1986)-  31 55 14.     (N)    111 49 24.     (W)     SCALED    
 CG0631* NAVD 88     -       765.88   (+/-2cm)    2512.7    (feet)  VERTCON   
 CG0631  ___________________________________________________________________
 CG0631  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CG0631
 CG0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0631
 CG0631.The horizontal coordinates were scaled from a topographic map and have
 CG0631.an estimated accuracy of +/- 6 seconds.
 CG0631
 CG0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0631.The vertical order pertains to the NGVD 29 superseded value.
 CG0631
 CG0631.The geoid height was determined by GEOID03.
 CG0631
 CG0631;                    North         East    Units  Estimated Accuracy
 CG0631;SPC AZ C     -   102,060.      222,190.      MT  (+/- 180 meters Scaled)
 CG0631
 CG0631                          SUPERSEDED SURVEY CONTROL
 CG0631
 CG0631  NGVD 29 (??/??/92)  765.174  (m)         2510.41   (f) ADJ UNCH    2 0
 CG0631
 CG0631.Superseded values are not recommended for survey control.
 CG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0631.See file dsdata.txt to determine how the superseded data were derived.
 CG0631
 CG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA221319(NAD 83)
 CG0631_MARKER: DD = SURVEY DISK
 CG0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0631_SP_SET: BRIDGE
 CG0631_STAMPING: 1473+49.2 ELEV. 2510 1947
 CG0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0631
 CG0631  HISTORY     - Date     Condition        Report By
 CG0631  HISTORY     - 1947     MONUMENTED       AZDT
 CG0631  HISTORY     - 1952     GOOD             NGS
 CG0631
 CG0631                          STATION DESCRIPTION
 CG0631
 CG0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0631'4.1 MI E FROM SELLS.
 CG0631'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0631'THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 86, IN THE TOP OF THE CENTER
 CG0631'OF THE SOUTH CONCRETE HEADWALL OF THE CONCRETE BRIDGE OVER A WASH, 9.1
 CG0631'FEET EAST OF THE WEST END, 17 FEET SOUTH OF THE CENTER LINE OF THE
 CG0631'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- A 7 WAS
 CG0631'STAMPED OVER A 5 ON THE STATION DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0126 ***********************************************************************
 DV0126  DESIGNATION -  1476.06
 DV0126  PID         -  DV0126
 DV0126  STATE/COUNTY-  AZ/MARICOPA
 DV0126  USGS QUAD   -  UNION HILLS (1981)
 DV0126
 DV0126                         *CURRENT SURVEY CONTROL
 DV0126  ___________________________________________________________________
 DV0126* NAD 83(1986)-  33 43 42.     (N)    112 07 16.     (W)     SCALED    
 DV0126* NAVD 88     -       450.32   (+/-2cm)    1477.4    (feet)  VERTCON   
 DV0126  ___________________________________________________________________
 DV0126  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV0126
 DV0126  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0126
 DV0126.The horizontal coordinates were scaled from a topographic map and have
 DV0126.an estimated accuracy of +/- 6 seconds.
 DV0126
 DV0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0126.The vertical order pertains to the NGVD 29 superseded value.
 DV0126
 DV0126.The geoid height was determined by GEOID03.
 DV0126
 DV0126;                    North         East    Units  Estimated Accuracy
 DV0126;SPC AZ C     -   302,540.      194,410.      MT  (+/- 180 meters Scaled)
 DV0126
 DV0126                          SUPERSEDED SURVEY CONTROL
 DV0126
 DV0126  NGVD 29 (??/??/92)  449.729  (m)         1475.49   (f) ADJ UNCH    1 2
 DV0126
 DV0126.Superseded values are not recommended for survey control.
 DV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0126.See file dsdata.txt to determine how the superseded data were derived.
 DV0126
 DV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961325(NAD 83)
 DV0126_MARKER: DD = SURVEY DISK
 DV0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0126_SP_SET: BRIDGE
 DV0126_STAMPING: 1476.06 965-66 50 1947
 DV0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0126
 DV0126  HISTORY     - Date     Condition        Report By
 DV0126  HISTORY     - 1948     MONUMENTED       AZHD
 DV0126  HISTORY     - 1948     GOOD             NGS
 DV0126  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV0126  HISTORY     - 1977     GOOD             LOCENG
 DV0126
 DV0126                          STATION DESCRIPTION
 DV0126
 DV0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0126'15.9 MI NE FROM GLENDALE.
 DV0126'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0126'GLENDALE, THENCE 13.8 MILES NORTH ALONG THE OLD BLACK CANYON ROAD,
 DV0126'THENCE 0.3 MILES NORTH ALONG THE NEW BLACK CANYON ROAD.  AT THE LARGE
 DV0126'BRIDGE OVER THE SKUNK RIVER, 16.2 FEET WEST OF THE CENTER LINE OF THE
 DV0126'NEW BLACK CANYON ROAD, SET ON TOP AND IN THE CENTER OF THE WEST
 DV0126'CONCRETE WHEEL GUARD OF THE BRIDGE, 0.8 FOOT WEST OF THE EAST EDGE OF
 DV0126'THE CONCRETE WHEEL GUARD AND 1.2 FEET HIGHER THAN THE ROAD.
 DV0126
 DV0126                          STATION RECOVERY (1970)
 DV0126
 DV0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0126'MARK NOT FOUND.
 DV0126
 DV0126                          STATION RECOVERY (1977)
 DV0126
 DV0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1555 ***********************************************************************
 CZ1555  DESIGNATION -  1476.19
 CZ1555  PID         -  CZ1555
 CZ1555  STATE/COUNTY-  AZ/PINAL
 CZ1555  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1555
 CZ1555                         *CURRENT SURVEY CONTROL
 CZ1555  ___________________________________________________________________
 CZ1555* NAD 83(1986)-  32 49 28.     (N)    111 41 44.     (W)     SCALED    
 CZ1555* NAVD 88     -       450.49   (+/-2cm)    1478.0    (feet)  VERTCON   
 CZ1555  ___________________________________________________________________
 CZ1555  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1555
 CZ1555  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1555
 CZ1555.The horizontal coordinates were scaled from a topographic map and have
 CZ1555.an estimated accuracy of +/- 6 seconds.
 CZ1555
 CZ1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1555.The vertical order pertains to the NGVD 29 superseded value.
 CZ1555
 CZ1555.The geoid height was determined by GEOID03.
 CZ1555
 CZ1555;                    North         East    Units  Estimated Accuracy
 CZ1555;SPC AZ C     -   202,310.      234,060.      MT  (+/- 180 meters Scaled)
 CZ1555
 CZ1555                          SUPERSEDED SURVEY CONTROL
 CZ1555
 CZ1555  NGVD 29 (??/??/92)  449.942  (m)         1476.18   (f) ADJ UNCH    1 2
 CZ1555
 CZ1555.Superseded values are not recommended for survey control.
 CZ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1555.See file dsdata.txt to determine how the superseded data were derived.
 CZ1555
 CZ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB348320(NAD 83)
 CZ1555_MARKER: DD = SURVEY DISK
 CZ1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1555_SP_SET: CULVERT
 CZ1555_STAMPING: 1476.19
 CZ1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1555
 CZ1555  HISTORY     - Date     Condition        Report By
 CZ1555  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1555  HISTORY     - 1975     GOOD             AZDT
 CZ1555
 CZ1555                          STATION DESCRIPTION
 CZ1555
 CZ1555'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1555'5.65 MI SE FROM CASA BLANCA.
 CZ1555'FROM MILEPOST 177, I-8, EAST FOR 0.45 MILES AND TO THE STATION ON THE
 CZ1555'RIGHT.  50 FT. EAST OF A SIGN, EXIT 178A AND 178B.  30 FT. SOUTH OF
 CZ1555'THE EAST BOUND CENTERLINE.  AN AHD BRASS CAP, SET ON THE TOP AND
 CZ1555'CENTER OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0747 ***********************************************************************
 FR0747  DESIGNATION -  148 0
 FR0747  PID         -  FR0747
 FR0747  STATE/COUNTY-  AZ/YAVAPAI
 FR0747  USGS QUAD   -  AUDLEY (1980)
 FR0747
 FR0747                         *CURRENT SURVEY CONTROL
 FR0747  ___________________________________________________________________
 FR0747* NAD 83(1986)-  35 26 37.     (N)    113 05 00.     (W)     SCALED    
 FR0747* NAVD 88     -      1578.342  (meters)    5178.28   (feet)  ADJUSTED  
 FR0747  ___________________________________________________________________
 FR0747  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0747  DYNAMIC HT  -        1576.305 (meters)    5171.59  (feet)  COMP
 FR0747  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 FR0747
 FR0747  VERT ORDER  -  FIRST     CLASS II
 FR0747
 FR0747.The horizontal coordinates were scaled from a topographic map and have
 FR0747.an estimated accuracy of +/- 6 seconds.
 FR0747
 FR0747.The orthometric height was determined by differential leveling
 FR0747.and adjusted by the National Geodetic Survey in June 1991..
 FR0747
 FR0747.The geoid height was determined by GEOID03.
 FR0747
 FR0747.The dynamic height is computed by dividing the NAVD 88
 FR0747.geopotential number by the normal gravity value computed on the
 FR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0747.degrees latitude (g = 980.6199 gals.).
 FR0747
 FR0747.The modeled gravity was interpolated from observed gravity values.
 FR0747
 FR0747;                    North         East    Units  Estimated Accuracy
 FR0747;SPC AZ C     -   493,410.      107,440.      MT  (+/- 180 meters Scaled)
 FR0747
 FR0747                          SUPERSEDED SURVEY CONTROL
 FR0747
 FR0747.No superseded survey control is available for this station.
 FR0747
 FR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE109242(NAD 83)
 FR0747_MARKER: DB = BENCH MARK DISK
 FR0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0747_SP_SET: COPPER-CLAD STEEL ROD
 FR0747_STAMPING: 148-0 1966
 FR0747_MARK LOGO: USGS  
 FR0747_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0747
 FR0747  HISTORY     - Date     Condition        Report By
 FR0747  HISTORY     - 1966     MONUMENTED       USGS
 FR0747  HISTORY     - 1982     GOOD             NGS
 FR0747
 FR0747                          STATION DESCRIPTION
 FR0747
 FR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0747'24.5 KM (15.2 MI) NW FROM SELIGMAN.
 FR0747'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0747'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 11.3 KM (7.0 MI)
 FR0747'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0747'126, 0.5 KM (0.3 MI) SOUTHEAST OF A ROAD LEADING NORTHEAST TO A BORROW
 FR0747'PIT, 0.3 KM (0.2 MI) NORTHWEST OF A GUARD RAIL, 42.6 METERS (140 FT)
 FR0747'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 METERS (64 FT)
 FR0747'SOUTHWEST OF A FENCE.
 FR0747'THE MARK IS 19.8 METERS  SW FROM A WITNESS POST.
 FR0747'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1234 ***********************************************************************
 DU1234  DESIGNATION -  148 DOR
 DU1234  PID         -  DU1234
 DU1234  STATE/COUNTY-  AZ/GILA
 DU1234  USGS QUAD   -  CEDAR CREEK (1978)
 DU1234
 DU1234                         *CURRENT SURVEY CONTROL
 DU1234  ___________________________________________________________________
 DU1234* NAD 83(1986)-  33 55 19.     (N)    110 11 46.     (W)     SCALED    
 DU1234* NAVD 88     -      1636.608  (meters)    5369.44   (feet)  ADJUSTED  
 DU1234  ___________________________________________________________________
 DU1234  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DU1234  DYNAMIC HT  -        1634.267 (meters)    5361.76  (feet)  COMP
 DU1234  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 DU1234
 DU1234  VERT ORDER  -  FIRST     CLASS II
 DU1234
 DU1234.The horizontal coordinates were scaled from a topographic map and have
 DU1234.an estimated accuracy of +/- 6 seconds.
 DU1234
 DU1234.The orthometric height was determined by differential leveling
 DU1234.and adjusted by the National Geodetic Survey in June 1991..
 DU1234
 DU1234.The geoid height was determined by GEOID03.
 DU1234
 DU1234.The dynamic height is computed by dividing the NAVD 88
 DU1234.geopotential number by the normal gravity value computed on the
 DU1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1234.degrees latitude (g = 980.6199 gals.).
 DU1234
 DU1234.The modeled gravity was interpolated from observed gravity values.
 DU1234
 DU1234;                    North         East    Units  Estimated Accuracy
 DU1234;SPC AZ E     -   324,000.      210,640.      MT  (+/- 180 meters Scaled)
 DU1234
 DU1234                          SUPERSEDED SURVEY CONTROL
 DU1234
 DU1234.No superseded survey control is available for this station.
 DU1234
 DU1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC743537(NAD 83)
 DU1234_MARKER: DB = BENCH MARK DISK
 DU1234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1234_SP_SET: COPPER-CLAD STEEL ROD
 DU1234_STAMPING: 5367 148 DOR 1965
 DU1234_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1234
 DU1234  HISTORY     - Date     Condition        Report By
 DU1234  HISTORY     - 1965     MONUMENTED       USGS
 DU1234  HISTORY     - 1979     GOOD             NGS
 DU1234
 DU1234                          STATION DESCRIPTION
 DU1234
 DU1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1234'7.2 MI SE FROM CARRIZO JUNCTION.
 DU1234'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1234'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.4 MILE SOUTHEAST OF HIGHWAY
 DU1234'MILE MARKER 317, 97.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DU1234'HIGHWAY AND 0.9 FOOT EAST-NORTHEAST OF A BARBED WIRE FENCE.
 DU1234'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1234'REFUSAL.
 DU1234'THE MARK IS 1.6 FT  NE FROM A WITNESS POST.
 DU1234'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0477 ***********************************************************************
 GQ0477  DESIGNATION -  148 DOR
 GQ0477  PID         -  GQ0477
 GQ0477  STATE/COUNTY-  AZ/MOHAVE
 GQ0477  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0477
 GQ0477                         *CURRENT SURVEY CONTROL
 GQ0477  ___________________________________________________________________
 GQ0477* NAD 83(1986)-  36 29 26.     (N)    113 27 22.     (W)     SCALED    
 GQ0477* NAVD 88     -      1619.845  (meters)    5314.44   (feet)  POSTED    
 GQ0477  ___________________________________________________________________
 GQ0477  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 GQ0477  DYNAMIC HT  -        1617.910 (meters)    5308.09  (feet)  COMP
 GQ0477  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 GQ0477
 GQ0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0477
 GQ0477.The horizontal coordinates were scaled from a topographic map and have
 GQ0477.an estimated accuracy of +/- 6 seconds.
 GQ0477
 GQ0477.The orthometric height was determined by differential leveling
 GQ0477.and adjusted by the National Geodetic Survey in 1992..
 GQ0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0477.rate of 0.0 thru 1.0 mm/km.
 GQ0477
 GQ0477.The geoid height was determined by GEOID03.
 GQ0477
 GQ0477.The dynamic height is computed by dividing the NAVD 88
 GQ0477.geopotential number by the normal gravity value computed on the
 GQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0477.degrees latitude (g = 980.6199 gals.).
 GQ0477
 GQ0477.The modeled gravity was interpolated from observed gravity values.
 GQ0477
 GQ0477;                    North         East    Units  Estimated Accuracy
 GQ0477;SPC AZ W     -   609,000.      239,690.      MT  (+/- 180 meters Scaled)
 GQ0477
 GQ0477                          SUPERSEDED SURVEY CONTROL
 GQ0477
 GQ0477.No superseded survey control is available for this station.
 GQ0477
 GQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF799411(NAD 83)
 GQ0477_MARKER: DB = BENCH MARK DISK
 GQ0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0477_SP_SET: COPPER-CLAD STEEL ROD
 GQ0477_STAMPING: 148 DOR 1970 5311
 GQ0477_MARK LOGO: USGS  
 GQ0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0477
 GQ0477  HISTORY     - Date     Condition        Report By
 GQ0477  HISTORY     - 1970     MONUMENTED       USGS
 GQ0477
 GQ0477                          STATION DESCRIPTION
 GQ0477
 GQ0477'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0477'83.4 KM (51.80 MI) SSE FROM ST GEORGE UT.
 GQ0477'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0477'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0477'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0477'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 5.9 MILES SOUTHWEST, 0.4
 GQ0477'MILES SOUTH OF A CATTLEGUARD, 50 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0477'UNKNOWN.
 GQ0477'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0477'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0298 ***********************************************************************
 DV0298  DESIGNATION -  1481
 DV0298  PID         -  DV0298
 DV0298  STATE/COUNTY-  AZ/MARICOPA
 DV0298  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0298
 DV0298                         *CURRENT SURVEY CONTROL
 DV0298  ___________________________________________________________________
 DV0298* NAD 83(1986)-  33 00 45.     (N)    112 23 40.     (W)     SCALED    
 DV0298* NAVD 88     -       451.981  (meters)    1482.87   (feet)  ADJUSTED  
 DV0298  ___________________________________________________________________
 DV0298  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0298  DYNAMIC HT  -         451.432 (meters)    1481.07  (feet)  COMP
 DV0298  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 DV0298
 DV0298  VERT ORDER  -  FIRST     CLASS II
 DV0298
 DV0298.The horizontal coordinates were scaled from a topographic map and have
 DV0298.an estimated accuracy of +/- 6 seconds.
 DV0298
 DV0298.The orthometric height was determined by differential leveling
 DV0298.and adjusted by the National Geodetic Survey in June 1991..
 DV0298
 DV0298.The geoid height was determined by GEOID03.
 DV0298
 DV0298.The dynamic height is computed by dividing the NAVD 88
 DV0298.geopotential number by the normal gravity value computed on the
 DV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0298.degrees latitude (g = 980.6199 gals.).
 DV0298
 DV0298.The modeled gravity was interpolated from observed gravity values.
 DV0298
 DV0298;                    North         East    Units  Estimated Accuracy
 DV0298;SPC AZ C     -   223,240.      168,720.      MT  (+/- 180 meters Scaled)
 DV0298
 DV0298                          SUPERSEDED SURVEY CONTROL
 DV0298
 DV0298  NGVD 29 (??/??/92)  451.346  (m)         1480.79   (f) ADJ UNCH    1 2
 DV0298
 DV0298.Superseded values are not recommended for survey control.
 DV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0298.See file dsdata.txt to determine how the superseded data were derived.
 DV0298
 DV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB697535(NAD 83)
 DV0298_MARKER: P = PIPE CAP
 DV0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0298
 DV0298  HISTORY     - Date     Condition        Report By
 DV0298  HISTORY     - UNK      MONUMENTED       USGS
 DV0298  HISTORY     - 1967     GOOD             NGS
 DV0298  HISTORY     - 1980     GOOD             NGS
 DV0298  HISTORY     - 1980     GOOD             NGS
 DV0298
 DV0298                          STATION DESCRIPTION
 DV0298
 DV0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0298'7.75 MI W FROM MOBILE.
 DV0298'ABOUT 7.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0298'NELSON ELEMENTARY SCHOOL AT MOBILE, 41 FEET SOUTHEAST OF THE SOUTHEAST
 DV0298'RAIL OF THE MAIN TRACK, 97 FEET EAST OF THE EAST CORNER OF THE
 DV0298'NORTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 876.64, 51 FEET NORTHWEST
 DV0298'OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, A U. S.
 DV0298'GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 DV0298'7 INCHES.
 DV0298
 DV0298                          STATION RECOVERY (1980)
 DV0298
 DV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0298'RECOVERED IN GOOD CONDITION.
 DV0298
 DV0298                          STATION RECOVERY (1980)
 DV0298
 DV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0627 ***********************************************************************
 DU0627  DESIGNATION -  1484.77
 DU0627  PID         -  DU0627
 DU0627  STATE/COUNTY-  AZ/MARICOPA
 DU0627  USGS QUAD   -  BUCKHORN (1982)
 DU0627
 DU0627                         *CURRENT SURVEY CONTROL
 DU0627  ___________________________________________________________________
 DU0627* NAD 83(1986)-  33 24 57.     (N)    111 39 04.     (W)     SCALED    
 DU0627* NAVD 88     -       453.36   (+/-2cm)    1487.4    (feet)  VERTCON   
 DU0627  ___________________________________________________________________
 DU0627  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0627
 DU0627  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0627
 DU0627.The horizontal coordinates were scaled from a topographic map and have
 DU0627.an estimated accuracy of +/- 6 seconds.
 DU0627
 DU0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0627.The vertical order pertains to the NGVD 29 superseded value.
 DU0627
 DU0627.The geoid height was determined by GEOID03.
 DU0627
 DU0627;                    North         East    Units  Estimated Accuracy
 DU0627;SPC AZ C     -   267,900.      238,060.      MT  (+/- 180 meters Scaled)
 DU0627
 DU0627                          SUPERSEDED SURVEY CONTROL
 DU0627
 DU0627  NGVD 29 (??/??/92)  452.804  (m)         1485.57   (f) ADJ UNCH    1 2
 DU0627
 DU0627.Superseded values are not recommended for survey control.
 DU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0627.See file dsdata.txt to determine how the superseded data were derived.
 DU0627
 DU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB394975(NAD 83)
 DU0627_MARKER: DD = SURVEY DISK
 DU0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0627_STAMPING: 1484.77 527.80
 DU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0627+STABILITY: SURFACE MOTION
 DU0627
 DU0627  HISTORY     - Date     Condition        Report By
 DU0627  HISTORY     - UNK      MONUMENTED       AZHD
 DU0627  HISTORY     - 1948     GOOD             NGS
 DU0627  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0627
 DU0627                          STATION DESCRIPTION
 DU0627
 DU0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0627'5.8 MI W FROM APACHE JUNCTION.
 DU0627'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0627'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET SOUTH OF
 DU0627'MILEPOST NO. 190, 17.8 FEET EAST OF A CORNER FENCE POST, SET IN THE
 DU0627'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0627
 DU0627                          STATION RECOVERY (1981)
 DU0627
 DU0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0627'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0014 ***********************************************************************
 DA0014  DESIGNATION -  1486
 DA0014  PID         -  DA0014
 DA0014  STATE/COUNTY-  AZ/MARICOPA
 DA0014  USGS QUAD   -  ESTRELLA (1979)
 DA0014
 DA0014                         *CURRENT SURVEY CONTROL
 DA0014  ___________________________________________________________________
 DA0014* NAD 83(1986)-  32 59 38.     (N)    112 26 28.     (W)     SCALED    
 DA0014* NAVD 88     -       453.79   (+/-2cm)    1488.8    (feet)  VERTCON   
 DA0014  ___________________________________________________________________
 DA0014  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0014
 DA0014  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0014
 DA0014.The horizontal coordinates were scaled from a topographic map and have
 DA0014.an estimated accuracy of +/- 6 seconds.
 DA0014
 DA0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0014.The vertical order pertains to the NGVD 29 superseded value.
 DA0014
 DA0014.The geoid height was determined by GEOID03.
 DA0014
 DA0014;                    North         East    Units  Estimated Accuracy
 DA0014;SPC AZ C     -   221,200.      164,350.      MT  (+/- 180 meters Scaled)
 DA0014
 DA0014                          SUPERSEDED SURVEY CONTROL
 DA0014
 DA0014  NGVD 29 (??/??/92)  453.14   (m)         1486.7    (f) COMPUTED    1 2
 DA0014
 DA0014.Superseded values are not recommended for survey control.
 DA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0014.See file dsdata.txt to determine how the superseded data were derived.
 DA0014
 DA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB653515(NAD 83)
 DA0014_MARKER: P = PIPE CAP
 DA0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0014
 DA0014  HISTORY     - Date     Condition        Report By
 DA0014  HISTORY     - UNK      MONUMENTED       USGS
 DA0014  HISTORY     - 1967     MARK NOT FOUND   NGS
 DA0014
 DA0014                          STATION DESCRIPTION
 DA0014
 DA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0014'1.1 MI W FROM ESTRELLA.
 DA0014'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DA0014'STATION AT ESTRALLA, MARICOPA COUNTY, 0.2 MILE EAST OF BRIDGE 872.34,
 DA0014'0.1 MILE WEST OF BRIDGE 872.64, 41.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0279 ***********************************************************************
 FS0279  DESIGNATION -  1487+40
 FS0279  PID         -  FS0279
 FS0279  STATE/COUNTY-  AZ/MOHAVE
 FS0279  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0279
 FS0279                         *CURRENT SURVEY CONTROL
 FS0279  ___________________________________________________________________
 FS0279* NAD 83(1986)-  35 43 14.     (N)    114 29 09.     (W)     SCALED    
 FS0279* NAVD 88     -       737.543  (meters)    2419.76   (feet)  POSTED    
 FS0279  ___________________________________________________________________
 FS0279  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0279  DYNAMIC HT  -         736.750 (meters)    2417.15  (feet)  COMP
 FS0279  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 FS0279
 FS0279  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0279
 FS0279.The horizontal coordinates were scaled from a topographic map and have
 FS0279.an estimated accuracy of +/- 6 seconds.
 FS0279
 FS0279.The orthometric height was determined by differential leveling
 FS0279.and adjusted by the National Geodetic Survey in 1992..
 FS0279.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0279.rate of 1.1 thru 2.0 mm/km.
 FS0279
 FS0279.The geoid height was determined by GEOID03.
 FS0279
 FS0279.The dynamic height is computed by dividing the NAVD 88
 FS0279.geopotential number by the normal gravity value computed on the
 FS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0279.degrees latitude (g = 980.6199 gals.).
 FS0279
 FS0279.The modeled gravity was interpolated from observed gravity values.
 FS0279
 FS0279;                    North         East    Units  Estimated Accuracy
 FS0279;SPC AZ W     -   523,780.      146,790.      MT  (+/- 180 meters Scaled)
 FS0279
 FS0279                          SUPERSEDED SURVEY CONTROL
 FS0279
 FS0279  NGVD 29 (??/??/92)  736.849  (m)         2417.48   (f) ADJ UNCH    1 1
 FS0279
 FS0279.Superseded values are not recommended for survey control.
 FS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0279.See file dsdata.txt to determine how the superseded data were derived.
 FS0279
 FS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV274558(NAD 83)
 FS0279_MARKER: DD = SURVEY DISK
 FS0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0279_SP_SET: CULVERT
 FS0279_STAMPING: 1487+40 2418.93 1936
 FS0279_MARK LOGO: AZHD  
 FS0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0279
 FS0279  HISTORY     - Date     Condition        Report By
 FS0279  HISTORY     - 1936     MONUMENTED       AZHD
 FS0279  HISTORY     - 1949     GOOD             NGS
 FS0279  HISTORY     - 1982     GOOD             NGS
 FS0279  HISTORY     - 19870304 GOOD             USPSQD
 FS0279
 FS0279                          STATION DESCRIPTION
 FS0279
 FS0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0279'26 MI NW FROM GRASSHOPPER JUNCTION.
 FS0279'26.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0279'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 50 YARDS NORTH
 FS0279'OF THE NORTH CORNER OF A RICHFIELD SERVICE STATION (DAILEYS
 FS0279'SERVICE), AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0279'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5 FEET
 FS0279'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0279'HIGHER THAN THE HIGHWAY.
 FS0279
 FS0279                          STATION RECOVERY (1982)
 FS0279
 FS0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0279'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0279
 FS0279                          STATION RECOVERY (1987)
 FS0279
 FS0279'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0474 ***********************************************************************
 FR0474  DESIGNATION -  148.80
 FR0474  PID         -  FR0474
 FR0474  STATE/COUNTY-  AZ/MOHAVE
 FR0474  USGS QUAD   -  VALENTINE (1980)
 FR0474
 FR0474                         *CURRENT SURVEY CONTROL
 FR0474  ___________________________________________________________________
 FR0474* NAD 83(1986)-  35 22 46.     (N)    113 43 40.     (W)     SCALED    
 FR0474* NAVD 88     -      1080.101  (meters)    3543.63   (feet)  POSTED    
 FR0474  ___________________________________________________________________
 FR0474  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0474  DYNAMIC HT  -        1078.810 (meters)    3539.40  (feet)  COMP
 FR0474  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 FR0474
 FR0474  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0474
 FR0474.The horizontal coordinates were scaled from a topographic map and have
 FR0474.an estimated accuracy of +/- 6 seconds.
 FR0474
 FR0474.The orthometric height was determined by differential leveling
 FR0474.and adjusted by the National Geodetic Survey in 1992..
 FR0474.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0474.rate of 1.1 thru 2.0 mm/km.
 FR0474
 FR0474.The geoid height was determined by GEOID03.
 FR0474
 FR0474.The dynamic height is computed by dividing the NAVD 88
 FR0474.geopotential number by the normal gravity value computed on the
 FR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0474.degrees latitude (g = 980.6199 gals.).
 FR0474
 FR0474.The modeled gravity was interpolated from observed gravity values.
 FR0474
 FR0474;                    North         East    Units  Estimated Accuracy
 FR0474;SPC AZ W     -   485,680.      215,380.      MT  (+/- 180 meters Scaled)
 FR0474
 FR0474                          SUPERSEDED SURVEY CONTROL
 FR0474
 FR0474  NGVD 29 (??/??/92) 1079.300  (m)         3541.00   (f) ADJ UNCH    1 1
 FR0474
 FR0474.Superseded values are not recommended for survey control.
 FR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0474.See file dsdata.txt to determine how the superseded data were derived.
 FR0474
 FR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE522185(NAD 83)
 FR0474_MARKER: DD = SURVEY DISK
 FR0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0474_SP_SET: CURB
 FR0474_STAMPING: 3540.65 148.80 1931
 FR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0474
 FR0474  HISTORY     - Date     Condition        Report By
 FR0474  HISTORY     - 1931     MONUMENTED       AZHD
 FR0474  HISTORY     - 1940     GOOD             NGS
 FR0474  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0474
 FR0474                          STATION DESCRIPTION
 FR0474
 FR0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0474'0.5 MI NW FROM HACKBERRY.
 FR0474'0.5 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0474'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, ON THE RIGHT OF WAY OF
 FR0474'U.S. HIGHWAY 66, AT THE CONCRETE HIGHWAY BRIDGE OVER HACKBERRY WASH,
 FR0474'AT THE CENTER OF THE SOUTH SIDE, IN THE TOP OF THE CURB, AND 0.7 FOOT
 FR0474'ABOVE THE LEVEL OF THE BRIDGE FLOOR.  AN ARIZONA STATE HIGHWAY
 FR0474'DEPARTMENT STANDARD DISK, STAMPED 3540.65 148.80 1931.
 FR0474
 FR0474                          STATION RECOVERY (1982)
 FR0474
 FR0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0474'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0625 ***********************************************************************
 DU0625  DESIGNATION -  1489.18
 DU0625  PID         -  DU0625
 DU0625  STATE/COUNTY-  AZ/MARICOPA
 DU0625  USGS QUAD   -  BUCKHORN (1982)
 DU0625
 DU0625                         *CURRENT SURVEY CONTROL
 DU0625  ___________________________________________________________________
 DU0625* NAD 83(1986)-  33 24 55.     (N)    111 38 53.     (W)     SCALED    
 DU0625* NAVD 88     -       454.738  (meters)    1491.92   (feet)  ADJUSTED  
 DU0625  ___________________________________________________________________
 DU0625  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0625  DYNAMIC HT  -         454.195 (meters)    1490.14  (feet)  COMP
 DU0625  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 DU0625
 DU0625  VERT ORDER  -  FIRST     CLASS II
 DU0625
 DU0625.The horizontal coordinates were scaled from a topographic map and have
 DU0625.an estimated accuracy of +/- 6 seconds.
 DU0625
 DU0625.The orthometric height was determined by differential leveling
 DU0625.and adjusted by the National Geodetic Survey in June 1991..
 DU0625
 DU0625.The geoid height was determined by GEOID03.
 DU0625
 DU0625.The dynamic height is computed by dividing the NAVD 88
 DU0625.geopotential number by the normal gravity value computed on the
 DU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0625.degrees latitude (g = 980.6199 gals.).
 DU0625
 DU0625.The modeled gravity was interpolated from observed gravity values.
 DU0625
 DU0625;                    North         East    Units  Estimated Accuracy
 DU0625;SPC AZ C     -   267,840.      238,340.      MT  (+/- 180 meters Scaled)
 DU0625
 DU0625                          SUPERSEDED SURVEY CONTROL
 DU0625
 DU0625  NGVD 29 (??/??/92)  454.152  (m)         1490.00   (f) ADJ UNCH    1 2
 DU0625
 DU0625.Superseded values are not recommended for survey control.
 DU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0625.See file dsdata.txt to determine how the superseded data were derived.
 DU0625
 DU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB397975(NAD 83)
 DU0625_MARKER: DD = SURVEY DISK
 DU0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0625_SP_SET: ABUTMENT
 DU0625_STAMPING: 1489.18 531.51
 DU0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0625+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0625
 DU0625  HISTORY     - Date     Condition        Report By
 DU0625  HISTORY     - UNK      MONUMENTED       AZHD
 DU0625  HISTORY     - 1948     GOOD             NGS
 DU0625  HISTORY     - 1981     GOOD             NGS
 DU0625  HISTORY     - 20060904 GOOD             GEOCAC
 DU0625
 DU0625                          STATION DESCRIPTION
 DU0625
 DU0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0625'5.8 MI W FROM APACHE JUNCTION.
 DU0625'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0625'21.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0625'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0625'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0625
 DU0625                          STATION RECOVERY (1981)
 DU0625
 DU0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0625'4.8 KILOMETERS (3.0 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0625'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0625'OF THE WEST ABUTMENT OF THE 1.5 X 1.2 METER (5 X 4 FEET) BOX CULVERT
 DU0625'WITH A WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER
 DU0625'(0.1 MILE) EAST OF 84TH STREET AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0625'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0625'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0625
 DU0625                          STATION RECOVERY (2006)
 DU0625
 DU0625'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0625'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0080 ***********************************************************************
 CH0080  DESIGNATION -  1489.20
 CH0080  PID         -  CH0080
 CH0080  STATE/COUNTY-  AZ/PIMA
 CH0080  USGS QUAD   -  LUKEVILLE (1988)
 CH0080
 CH0080                         *CURRENT SURVEY CONTROL
 CH0080  ___________________________________________________________________
 CH0080* NAD 83(1986)-  31 54 20.     (N)    112 48 41.     (W)     SCALED    
 CH0080* NAVD 88     -       454.040  (meters)    1489.63   (feet)  ADJUSTED  
 CH0080  ___________________________________________________________________
 CH0080  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CH0080  DYNAMIC HT  -         453.448 (meters)    1487.69  (feet)  COMP
 CH0080  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CH0080
 CH0080  VERT ORDER  -  FIRST     CLASS II
 CH0080
 CH0080.The horizontal coordinates were scaled from a topographic map and have
 CH0080.an estimated accuracy of +/- 6 seconds.
 CH0080
 CH0080.The orthometric height was determined by differential leveling
 CH0080.and adjusted by the National Geodetic Survey in June 1991..
 CH0080
 CH0080.The geoid height was determined by GEOID03.
 CH0080
 CH0080.The dynamic height is computed by dividing the NAVD 88
 CH0080.geopotential number by the normal gravity value computed on the
 CH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0080.degrees latitude (g = 980.6199 gals.).
 CH0080
 CH0080.The modeled gravity was interpolated from observed gravity values.
 CH0080
 CH0080;                    North         East    Units  Estimated Accuracy
 CH0080;SPC AZ C     -   100,750.      128,740.      MT  (+/- 180 meters Scaled)
 CH0080
 CH0080                          SUPERSEDED SURVEY CONTROL
 CH0080
 CH0080  NGVD 29 (??/??/92)  453.294  (m)         1487.18   (f) ADJ UNCH    1 2
 CH0080
 CH0080.Superseded values are not recommended for survey control.
 CH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0080.See file dsdata.txt to determine how the superseded data were derived.
 CH0080
 CH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA287313(NAD 83)
 CH0080_MARKER: DD = SURVEY DISK
 CH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0080_STAMPING: 98 48.76 1489.20 1A
 CH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0080+STABILITY: SURFACE MOTION
 CH0080
 CH0080  HISTORY     - Date     Condition        Report By
 CH0080  HISTORY     - UNK      MONUMENTED       USDA
 CH0080  HISTORY     - 1953     GOOD             NGS
 CH0080  HISTORY     - 1981     GOOD             NGS
 CH0080  HISTORY     - 19941110 GOOD             USPSQD
 CH0080
 CH0080                          STATION DESCRIPTION
 CH0080
 CH0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0080'1.8 MI N FROM LUKEVILLE.
 CH0080'1.8 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0080'LUKEVILLE, AT THE SOUTH END OF A TURN IN THE HIGHWAY, 101 FEET WEST OF
 CH0080'THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF A WITNESS POST,
 CH0080'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0080'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0080
 CH0080                          STATION RECOVERY (1981)
 CH0080
 CH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0080'RECOVERED IN GOOD CONDITION.
 CH0080
 CH0080                          STATION RECOVERY (1994)
 CH0080
 CH0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0081 ***********************************************************************
 CH0081  DESIGNATION -  1489.24
 CH0081  PID         -  CH0081
 CH0081  STATE/COUNTY-  AZ/PIMA
 CH0081  USGS QUAD   -  LUKEVILLE (1988)
 CH0081
 CH0081                         *CURRENT SURVEY CONTROL
 CH0081  ___________________________________________________________________
 CH0081* NAD 83(1986)-  31 54 20.     (N)    112 48 41.     (W)     SCALED    
 CH0081* NAVD 88     -       454.055  (meters)    1489.68   (feet)  ADJUSTED  
 CH0081  ___________________________________________________________________
 CH0081  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CH0081  DYNAMIC HT  -         453.463 (meters)    1487.74  (feet)  COMP
 CH0081  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CH0081
 CH0081  VERT ORDER  -  FIRST     CLASS II
 CH0081
 CH0081.The horizontal coordinates were scaled from a topographic map and have
 CH0081.an estimated accuracy of +/- 6 seconds.
 CH0081
 CH0081.The orthometric height was determined by differential leveling
 CH0081.and adjusted by the National Geodetic Survey in June 1991..
 CH0081
 CH0081.The geoid height was determined by GEOID03.
 CH0081
 CH0081.The dynamic height is computed by dividing the NAVD 88
 CH0081.geopotential number by the normal gravity value computed on the
 CH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0081.degrees latitude (g = 980.6199 gals.).
 CH0081
 CH0081.The modeled gravity was interpolated from observed gravity values.
 CH0081
 CH0081;                    North         East    Units  Estimated Accuracy
 CH0081;SPC AZ C     -   100,750.      128,740.      MT  (+/- 180 meters Scaled)
 CH0081
 CH0081                          SUPERSEDED SURVEY CONTROL
 CH0081
 CH0081  NGVD 29 (??/??/92)  453.310  (m)         1487.23   (f) ADJ UNCH    1 2
 CH0081
 CH0081.Superseded values are not recommended for survey control.
 CH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0081.See file dsdata.txt to determine how the superseded data were derived.
 CH0081
 CH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA287313(NAD 83)
 CH0081_MARKER: DD = SURVEY DISK
 CH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0081_STAMPING: 98 48.76 1489.24 1A
 CH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0081+STABILITY: SURFACE MOTION
 CH0081
 CH0081  HISTORY     - Date     Condition        Report By
 CH0081  HISTORY     - UNK      MONUMENTED       USDA
 CH0081  HISTORY     - 1953     GOOD             NGS
 CH0081  HISTORY     - 1981     GOOD             NGS
 CH0081  HISTORY     - 19941110 GOOD             USPSQD
 CH0081
 CH0081                          STATION DESCRIPTION
 CH0081
 CH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0081'1.8 MI N FROM LUKEVILLE.
 CH0081'1.8 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0081'LUKEVILLE, AT THE SOUTH END OF A TURN IN THE HIGHWAY, 99 1/2 FEET EAST
 CH0081'OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A WITNESS POST,
 CH0081'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0081'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0081
 CH0081                          STATION RECOVERY (1981)
 CH0081
 CH0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0081'RECOVERED IN GOOD CONDITION.
 CH0081
 CH0081                          STATION RECOVERY (1994)
 CH0081
 CH0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0748 ***********************************************************************
 FR0748  DESIGNATION -  149 0
 FR0748  PID         -  FR0748
 FR0748  STATE/COUNTY-  AZ/YAVAPAI
 FR0748  USGS QUAD   -  AUDLEY (1980)
 FR0748
 FR0748                         *CURRENT SURVEY CONTROL
 FR0748  ___________________________________________________________________
 FR0748* NAD 83(1986)-  35 26 08.     (N)    113 04 15.     (W)     SCALED    
 FR0748* NAVD 88     -      1574.685  (meters)    5166.28   (feet)  ADJUSTED  
 FR0748  ___________________________________________________________________
 FR0748  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0748  DYNAMIC HT  -        1572.657 (meters)    5159.63  (feet)  COMP
 FR0748  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 FR0748
 FR0748  VERT ORDER  -  FIRST     CLASS II
 FR0748
 FR0748.The horizontal coordinates were scaled from a topographic map and have
 FR0748.an estimated accuracy of +/- 6 seconds.
 FR0748
 FR0748.The orthometric height was determined by differential leveling
 FR0748.and adjusted by the National Geodetic Survey in June 1991..
 FR0748
 FR0748.The geoid height was determined by GEOID03.
 FR0748
 FR0748.The dynamic height is computed by dividing the NAVD 88
 FR0748.geopotential number by the normal gravity value computed on the
 FR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0748.degrees latitude (g = 980.6199 gals.).
 FR0748
 FR0748.The modeled gravity was interpolated from observed gravity values.
 FR0748
 FR0748;                    North         East    Units  Estimated Accuracy
 FR0748;SPC AZ C     -   492,500.      108,570.      MT  (+/- 180 meters Scaled)
 FR0748
 FR0748                          SUPERSEDED SURVEY CONTROL
 FR0748
 FR0748.No superseded survey control is available for this station.
 FR0748
 FR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE120233(NAD 83)
 FR0748_MARKER: DB = BENCH MARK DISK
 FR0748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0748_SP_SET: COPPER-CLAD STEEL ROD
 FR0748_STAMPING: 149-0 1966
 FR0748_MARK LOGO: USGS  
 FR0748_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0748
 FR0748  HISTORY     - Date     Condition        Report By
 FR0748  HISTORY     - 1966     MONUMENTED       USGS
 FR0748  HISTORY     - 1982     GOOD             NGS
 FR0748
 FR0748                          STATION DESCRIPTION
 FR0748
 FR0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0748'22.8 KM (14.2 MI) NW FROM SELIGMAN.
 FR0748'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0748'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 9.6 KM (6.0 MI)
 FR0748'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0748'127, SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A BORROW PIT, AT A
 FR0748'CULVERT GUARD RAIL, 34.1 METERS (112 FT) SOUTHWEST OF THE CENTERLINE
 FR0748'OF THE HIGHWAY, 10.9 METERS (36 FT) SOUTHWEST OF A FENCE.
 FR0748'THE MARK IS 11.2 METERS  SW FROM A WITNESS POST.
 FR0748'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1235 ***********************************************************************
 DU1235  DESIGNATION -  149 DOR
 DU1235  PID         -  DU1235
 DU1235  STATE/COUNTY-  AZ/GILA
 DU1235  USGS QUAD   -  CEDAR CREEK (1978)
 DU1235
 DU1235                         *CURRENT SURVEY CONTROL
 DU1235  ___________________________________________________________________
 DU1235* NAD 83(1986)-  33 54 34.     (N)    110 11 19.     (W)     SCALED    
 DU1235* NAVD 88     -      1591.804  (meters)    5222.44   (feet)  ADJUSTED  
 DU1235  ___________________________________________________________________
 DU1235  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1235  DYNAMIC HT  -        1589.529 (meters)    5214.98  (feet)  COMP
 DU1235  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 DU1235
 DU1235  VERT ORDER  -  FIRST     CLASS II
 DU1235
 DU1235.The horizontal coordinates were scaled from a topographic map and have
 DU1235.an estimated accuracy of +/- 6 seconds.
 DU1235
 DU1235.The orthometric height was determined by differential leveling
 DU1235.and adjusted by the National Geodetic Survey in June 1991..
 DU1235
 DU1235.The geoid height was determined by GEOID03.
 DU1235
 DU1235.The dynamic height is computed by dividing the NAVD 88
 DU1235.geopotential number by the normal gravity value computed on the
 DU1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1235.degrees latitude (g = 980.6199 gals.).
 DU1235
 DU1235.The modeled gravity was interpolated from observed gravity values.
 DU1235
 DU1235;                    North         East    Units  Estimated Accuracy
 DU1235;SPC AZ E     -   322,610.      211,330.      MT  (+/- 180 meters Scaled)
 DU1235
 DU1235                          SUPERSEDED SURVEY CONTROL
 DU1235
 DU1235.No superseded survey control is available for this station.
 DU1235
 DU1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC750524(NAD 83)
 DU1235_MARKER: DB = BENCH MARK DISK
 DU1235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1235_SP_SET: COPPER-CLAD STEEL ROD
 DU1235_STAMPING: 5220 149 DOR 1965
 DU1235_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1235
 DU1235  HISTORY     - Date     Condition        Report By
 DU1235  HISTORY     - 1965     MONUMENTED       USGS
 DU1235  HISTORY     - 1979     GOOD             NGS
 DU1235
 DU1235                          STATION DESCRIPTION
 DU1235
 DU1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1235'8.2 MI SE FROM CARRIZO JUNCTION.
 DU1235'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1235'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1235'MILE MARKER 318, 99.6 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1235'26.9 FEET NORTHWEST OF TELEPHONE POLE 3 410 AND 0.6 FOOT NORTHEAST
 DU1235'OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN
 DU1235'1965, RODS WERE DRIVEN TO REFUSAL.
 DU1235'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
 DU1235'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0478 ***********************************************************************
 GQ0478  DESIGNATION -  149 DOR
 GQ0478  PID         -  GQ0478
 GQ0478  STATE/COUNTY-  AZ/MOHAVE
 GQ0478  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0478
 GQ0478                         *CURRENT SURVEY CONTROL
 GQ0478  ___________________________________________________________________
 GQ0478* NAD 83(1986)-  36 28 39.     (N)    113 28 08.     (W)     SCALED    
 GQ0478* NAVD 88     -      1640.045  (meters)    5380.71   (feet)  POSTED    
 GQ0478  ___________________________________________________________________
 GQ0478  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 GQ0478  DYNAMIC HT  -        1638.090 (meters)    5374.30  (feet)  COMP
 GQ0478  MODELED GRAV-     979,380.6   (mgal)                       NAVD 88
 GQ0478
 GQ0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0478
 GQ0478.The horizontal coordinates were scaled from a topographic map and have
 GQ0478.an estimated accuracy of +/- 6 seconds.
 GQ0478
 GQ0478.The orthometric height was determined by differential leveling
 GQ0478.and adjusted by the National Geodetic Survey in 1992..
 GQ0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0478.rate of 0.0 thru 1.0 mm/km.
 GQ0478
 GQ0478.The geoid height was determined by GEOID03.
 GQ0478
 GQ0478.The dynamic height is computed by dividing the NAVD 88
 GQ0478.geopotential number by the normal gravity value computed on the
 GQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0478.degrees latitude (g = 980.6199 gals.).
 GQ0478
 GQ0478.The modeled gravity was interpolated from observed gravity values.
 GQ0478
 GQ0478;                    North         East    Units  Estimated Accuracy
 GQ0478;SPC AZ W     -   607,550.      238,550.      MT  (+/- 180 meters Scaled)
 GQ0478
 GQ0478                          SUPERSEDED SURVEY CONTROL
 GQ0478
 GQ0478.No superseded survey control is available for this station.
 GQ0478
 GQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF788397(NAD 83)
 GQ0478_MARKER: DB = BENCH MARK DISK
 GQ0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0478_SP_SET: COPPER-CLAD STEEL ROD
 GQ0478_STAMPING: 149 DOR 1970 5378
 GQ0478_MARK LOGO: USGS  
 GQ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0478
 GQ0478  HISTORY     - Date     Condition        Report By
 GQ0478  HISTORY     - 1970     MONUMENTED       USGS
 GQ0478
 GQ0478                          STATION DESCRIPTION
 GQ0478
 GQ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0478'85.3 KM (53.00 MI) SSE FROM ST GEORGE UT.
 GQ0478'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0478'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0478'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0478'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 7.1 MILES SOUTHWEST TO A
 GQ0478'CATTLEGUARD, 0.1 MILE SOUTH OF DIME POND, 150 FEET NORTH-NORTHEAST OF
 GQ0478'A STANDARD USGLO TABLET STAMPED 1/4 S33 S34 1924, 25 FEET SOUTH OF A
 GQ0478'FENCE CORNER, 22 FEET EAST OF THE ROAD, 0.5 FEET WEST OF A FENCE.
 GQ0478'ROD DEPTH UNKNOWN.
 GQ0478'THE MARK IS 0.5 FT  W FROM  A WITNESS SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0473 ***********************************************************************
 CY0473  DESIGNATION -  1491+
 CY0473  PID         -  CY0473
 CY0473  STATE/COUNTY-  AZ/COCHISE
 CY0473  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0473
 CY0473                         *CURRENT SURVEY CONTROL
 CY0473  ___________________________________________________________________
 CY0473* NAD 83(1986)-  32 11 39.     (N)    109 55 08.     (W)     SCALED    
 CY0473* NAVD 88     -      1271.29   (+/-2cm)    4170.9    (feet)  VERTCON   
 CY0473  ___________________________________________________________________
 CY0473  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0473
 CY0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0473
 CY0473.The horizontal coordinates were scaled from a topographic map and have
 CY0473.an estimated accuracy of +/- 6 seconds.
 CY0473
 CY0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0473.The vertical order pertains to the NGVD 29 superseded value.
 CY0473
 CY0473.The geoid height was determined by GEOID03.
 CY0473
 CY0473;                    North         East    Units  Estimated Accuracy
 CY0473;SPC AZ E     -   132,420.      236,720.      MT  (+/- 180 meters Scaled)
 CY0473
 CY0473                          SUPERSEDED SURVEY CONTROL
 CY0473
 CY0473  NGVD 29 (??/??/92) 1270.528  (m)         4168.39   (f) ADJ UNCH    2 0
 CY0473
 CY0473.Superseded values are not recommended for survey control.
 CY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0473.See file dsdata.txt to determine how the superseded data were derived.
 CY0473
 CY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA019624(NAD 83)
 CY0473_MARKER: DD = SURVEY DISK
 CY0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0473_SP_SET: HEADWALL
 CY0473_STAMPING: 1491+4169.26 1958
 CY0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0473
 CY0473  HISTORY     - Date     Condition        Report By
 CY0473  HISTORY     - 1958     MONUMENTED       AZHD
 CY0473  HISTORY     - 1960     GOOD             NGS
 CY0473
 CY0473                          STATION DESCRIPTION
 CY0473
 CY0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0473'6.7 MI SW FROM WILLCOX.
 CY0473'6.7 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0473'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 0.45 MILE SOUTHWEST OF MILEPOST
 CY0473'322, 25 FEET SOUTH OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN SOUTH
 CY0473'HEADWALL 1.5 FEET EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0081 ***********************************************************************
 DA0081  DESIGNATION -  1492.20
 DA0081  PID         -  DA0081
 DA0081  STATE/COUNTY-  AZ/PINAL
 DA0081  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0081
 DA0081                         *CURRENT SURVEY CONTROL
 DA0081  ___________________________________________________________________
 DA0081* NAD 83(1986)-  32 51 37.     (N)    112 04 31.     (W)     SCALED    
 DA0081* NAVD 88     -       455.49   (+/-2cm)    1494.4    (feet)  VERTCON   
 DA0081  ___________________________________________________________________
 DA0081  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0081
 DA0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0081
 DA0081.The horizontal coordinates were scaled from a topographic map and have
 DA0081.an estimated accuracy of +/- 6 seconds.
 DA0081
 DA0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0081.The vertical order pertains to the NGVD 29 superseded value.
 DA0081
 DA0081.The geoid height was determined by GEOID03.
 DA0081
 DA0081;                    North         East    Units  Estimated Accuracy
 DA0081;SPC AZ C     -   206,270.      198,520.      MT  (+/- 180 meters Scaled)
 DA0081
 DA0081                          SUPERSEDED SURVEY CONTROL
 DA0081
 DA0081  NGVD 29 (??/??/92)  454.881  (m)         1492.39   (f) ADJ UNCH    2 0
 DA0081
 DA0081.Superseded values are not recommended for survey control.
 DA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0081.See file dsdata.txt to determine how the superseded data were derived.
 DA0081
 DA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993363(NAD 83)
 DA0081_MARKER: DD = SURVEY DISK
 DA0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0081_SP_SET: RETAINING WALL
 DA0081_STAMPING: 1492.20 2090+51 1934
 DA0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0081
 DA0081  HISTORY     - Date     Condition        Report By
 DA0081  HISTORY     - 1934     MONUMENTED       AZHD
 DA0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0081
 DA0081                          STATION DESCRIPTION
 DA0081
 DA0081'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 DA0081'6.6 MI W FROM STANFIELD.
 DA0081'6.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0081'STANFIELD, AT A DIP, IN THE TOP OF THE WEST END OF A CONCRETE
 DA0081'RETAINING WALL, 12.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.7
 DA0081'FOOT EAST OF THE WEST END OF THE WALL, AND LEVEL WITH THE HIGHWAY.
 DA0081
 DA0081                          STATION RECOVERY (1963)
 DA0081
 DA0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0537 ***********************************************************************
 DU0537  DESIGNATION -  1493
 DU0537  PID         -  DU0537
 DU0537  STATE/COUNTY-  AZ/PINAL
 DU0537  USGS QUAD   -  FLORENCE (1981)
 DU0537
 DU0537                         *CURRENT SURVEY CONTROL
 DU0537  ___________________________________________________________________
 DU0537* NAD 83(1986)-  33 01 56.     (N)    111 23 11.     (W)     SCALED    
 DU0537* NAVD 88     -       455.596  (meters)    1494.73   (feet)  ADJUSTED  
 DU0537  ___________________________________________________________________
 DU0537  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0537  DYNAMIC HT  -         455.038 (meters)    1492.90  (feet)  COMP
 DU0537  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 DU0537
 DU0537  VERT ORDER  -  FIRST     CLASS II
 DU0537
 DU0537.The horizontal coordinates were scaled from a topographic map and have
 DU0537.an estimated accuracy of +/- 6 seconds.
 DU0537
 DU0537.The orthometric height was determined by differential leveling
 DU0537.and adjusted by the National Geodetic Survey in November 1993..
 DU0537
 DU0537.The geoid height was determined by GEOID03.
 DU0537
 DU0537.The dynamic height is computed by dividing the NAVD 88
 DU0537.geopotential number by the normal gravity value computed on the
 DU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0537.degrees latitude (g = 980.6199 gals.).
 DU0537
 DU0537.The modeled gravity was interpolated from observed gravity values.
 DU0537
 DU0537;                    North         East    Units  Estimated Accuracy
 DU0537;SPC AZ C     -   225,450.      262,890.      MT  (+/- 180 meters Scaled)
 DU0537
 DU0537                          SUPERSEDED SURVEY CONTROL
 DU0537
 DU0537  NGVD 29 (??/??/92)  455.020  (m)         1492.84   (f) ADJ UNCH    1 2
 DU0537
 DU0537.Superseded values are not recommended for survey control.
 DU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0537.See file dsdata.txt to determine how the superseded data were derived.
 DU0537
 DU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB639549(NAD 83)
 DU0537_MARKER: DD = SURVEY DISK
 DU0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0537_SP_SET: BUILDING
 DU0537_STAMPING: 1493 PHNX
 DU0537_MARK LOGO: USGS  
 DU0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0537+STABILITY: POSITION/ELEVATION WELL
 DU0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0537+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU0537
 DU0537  HISTORY     - Date     Condition        Report By
 DU0537  HISTORY     - UNK      MONUMENTED       USGS
 DU0537  HISTORY     - 1967     GOOD             NGS
 DU0537  HISTORY     - 19920106 GOOD             NGS
 DU0537  HISTORY     - 19950921 GOOD             USPSQD
 DU0537  HISTORY     - 20060224 GOOD             USPSQD
 DU0537
 DU0537                          STATION DESCRIPTION
 DU0537
 DU0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0537'IN FLORENCE.
 DU0537'AT FLORENCE ALONG PINAL STREET, IN S 36, T 4 S, R 9 E, A U.S.
 DU0537'GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE WEST FACE OF THE WEST
 DU0537'BRICK WALL OF THE OLD COURTHOUSE BUILDING, 30 FEET SOUTH OF THE CENTER
 DU0537'OF THE MAIN ENTRANCE ON THE WEST SIDE OF THE BUILDING, 24 1/2 FEET
 DU0537'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE
 DU0537'THE LEVEL OF THE GROUND.
 DU0537
 DU0537                          STATION RECOVERY (1992)
 DU0537
 DU0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0537'IN FLORENCE, AT THE INTERSECTION OF PINAL AND 12TH STREETS, SET
 DU0537'VERTICALLY IN THE WEST FACE OF THE OLD COURTHOUSE, 47.8 M (156.8 FT)
 DU0537'EAST OF THE CENTER OF PINAL, 9.0 M (29.5 FT) WEST OF THE EXTENDED
 DU0537'CENTER OF 12TH STREET AND THE CENTER OF THE WEST ENTRANCE TO THE
 DU0537'COURTHOUSE, 7.6 M (24.9 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 DU0537'BUILDING, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
 DU0537
 DU0537                          STATION RECOVERY (1995)
 DU0537
 DU0537'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0537'RECOVERED IN GOOD CONDITION.
 DU0537
 DU0537                          STATION RECOVERY (2006)
 DU0537
 DU0537'RECOVERY NOTE BY US POWER SQUADRON 2006 (MH)
 DU0537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1568 ***********************************************************************
 CZ1568  DESIGNATION -  1494.91 3500+00
 CZ1568  PID         -  CZ1568
 CZ1568  STATE/COUNTY-  AZ/PINAL
 CZ1568  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1568
 CZ1568                         *CURRENT SURVEY CONTROL
 CZ1568  ___________________________________________________________________
 CZ1568* NAD 83(1986)-  32 47 53.     (N)    111 39 12.     (W)     SCALED    
 CZ1568* NAVD 88     -       455.81   (+/-2cm)    1495.4    (feet)  VERTCON   
 CZ1568  ___________________________________________________________________
 CZ1568  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1568
 CZ1568  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1568
 CZ1568.The horizontal coordinates were scaled from a topographic map and have
 CZ1568.an estimated accuracy of +/- 6 seconds.
 CZ1568
 CZ1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1568.The vertical order pertains to the NGVD 29 superseded value.
 CZ1568
 CZ1568.The geoid height was determined by GEOID03.
 CZ1568
 CZ1568;                    North         East    Units  Estimated Accuracy
 CZ1568;SPC AZ C     -   199,390.      238,020.      MT  (+/- 180 meters Scaled)
 CZ1568
 CZ1568                          SUPERSEDED SURVEY CONTROL
 CZ1568
 CZ1568  NGVD 29 (??/??/92)  455.264  (m)         1493.65   (f) ADJ UNCH    1 2
 CZ1568
 CZ1568.Superseded values are not recommended for survey control.
 CZ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1568.See file dsdata.txt to determine how the superseded data were derived.
 CZ1568
 CZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB388290(NAD 83)
 CZ1568_MARKER: DD = SURVEY DISK
 CZ1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1568_SP_SET: CULVERT
 CZ1568_STAMPING: 1494.91 3500+00
 CZ1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1568
 CZ1568  HISTORY     - Date     Condition        Report By
 CZ1568  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1568  HISTORY     - 1975     GOOD             AZDT
 CZ1568
 CZ1568                          STATION DESCRIPTION
 CZ1568
 CZ1568'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1568'8.8 MI SE FROM CASA BLANCA.
 CZ1568'FROM MILEPOST 201, I-10, EAST FOR 0.4 MILES AND TO THE STATION ON THE
 CZ1568'RIGHT.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A 35 FT.
 CZ1568'CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1540 ***********************************************************************
 DU1540  DESIGNATION -  1496.36
 DU1540  PID         -  DU1540
 DU1540  STATE/COUNTY-  AZ/MARICOPA
 DU1540  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1540
 DU1540                         *CURRENT SURVEY CONTROL
 DU1540  ___________________________________________________________________
 DU1540* NAD 83(1986)-  33 30 06.     (N)    111 41 02.     (W)     SCALED    
 DU1540* NAVD 88     -       456.72   (+/-2cm)    1498.4    (feet)  VERTCON   
 DU1540  ___________________________________________________________________
 DU1540  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1540
 DU1540  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1540
 DU1540.The horizontal coordinates were scaled from a topographic map and have
 DU1540.an estimated accuracy of +/- 6 seconds.
 DU1540
 DU1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1540.The vertical order pertains to the NGVD 29 superseded value.
 DU1540
 DU1540.The geoid height was determined by GEOID03.
 DU1540
 DU1540;                    North         East    Units  Estimated Accuracy
 DU1540;SPC AZ C     -   277,410.      234,990.      MT  (+/- 180 meters Scaled)
 DU1540
 DU1540                          SUPERSEDED SURVEY CONTROL
 DU1540
 DU1540  NGVD 29 (??/??/92)  456.139  (m)         1496.52   (f) ADJ UNCH    1 1
 DU1540
 DU1540.Superseded values are not recommended for survey control.
 DU1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1540.See file dsdata.txt to determine how the superseded data were derived.
 DU1540
 DU1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364071(NAD 83)
 DU1540_MARKER: DD = SURVEY DISK
 DU1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1540_SP_SET: CULVERT
 DU1540_STAMPING: 1496.36 182+61
 DU1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1540
 DU1540  HISTORY     - Date     Condition        Report By
 DU1540  HISTORY     - UNK      MONUMENTED       AZDT
 DU1540  HISTORY     - 1975     GOOD             NGS
 DU1540
 DU1540                          STATION DESCRIPTION
 DU1540
 DU1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1540'14.54 MI NE FROM MESA.
 DU1540'ABOUT 8.7 MILES EAST ALONG U.S. HWY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1540'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1540'ROAD, CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL FOR 2.44 MILES AND
 DU1540'STATION ON THE RIGHT (EAST).  THE DISK IS 25 FEET EAST OF THE
 DU1540'CENTERLINE OF BUSH HWY. AND SET IN THE TOP AND CENTER OF A CONCRETE
 DU1540'CULVERT.  SECTION 19, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1344 ***********************************************************************
 DU1344  DESIGNATION -  1497.24
 DU1344  PID         -  DU1344
 DU1344  STATE/COUNTY-  AZ/MARICOPA
 DU1344  USGS QUAD   -  BUCKHORN (1982)
 DU1344
 DU1344                         *CURRENT SURVEY CONTROL
 DU1344  ___________________________________________________________________
 DU1344* NAD 83(1986)-  33 24 55.     (N)    111 38 45.     (W)     SCALED    
 DU1344* NAVD 88     -       457.180  (meters)    1499.93   (feet)  ADJUSTED  
 DU1344  ___________________________________________________________________
 DU1344  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1344  DYNAMIC HT  -         456.635 (meters)    1498.14  (feet)  COMP
 DU1344  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 DU1344
 DU1344  VERT ORDER  -  FIRST     CLASS II
 DU1344
 DU1344.The horizontal coordinates were scaled from a topographic map and have
 DU1344.an estimated accuracy of +/- 6 seconds.
 DU1344
 DU1344.The orthometric height was determined by differential leveling
 DU1344.and adjusted by the National Geodetic Survey in June 1991..
 DU1344
 DU1344.The geoid height was determined by GEOID03.
 DU1344
 DU1344.The dynamic height is computed by dividing the NAVD 88
 DU1344.geopotential number by the normal gravity value computed on the
 DU1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1344.degrees latitude (g = 980.6199 gals.).
 DU1344
 DU1344.The modeled gravity was interpolated from observed gravity values.
 DU1344
 DU1344;                    North         East    Units  Estimated Accuracy
 DU1344;SPC AZ C     -   267,840.      238,550.      MT  (+/- 180 meters Scaled)
 DU1344
 DU1344                          SUPERSEDED SURVEY CONTROL
 DU1344
 DU1344  NGVD 29 (??/??/92)  456.585  (m)         1497.98   (f) ADJ UNCH    1 2
 DU1344
 DU1344.Superseded values are not recommended for survey control.
 DU1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1344.See file dsdata.txt to determine how the superseded data were derived.
 DU1344
 DU1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB399975(NAD 83)
 DU1344_MARKER: DB = BENCH MARK DISK
 DU1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1344_SP_SET: ABUTMENT
 DU1344_STAMPING: 1497.24 541.12
 DU1344_MARK LOGO: AZHD  
 DU1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1344+STABILITY: SURFACE MOTION
 DU1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1344+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU1344
 DU1344  HISTORY     - Date     Condition        Report By
 DU1344  HISTORY     - UNK      MONUMENTED       AZHD
 DU1344  HISTORY     - 1981     GOOD             NGS
 DU1344  HISTORY     - 20060904 GOOD             GEOCAC
 DU1344
 DU1344                          STATION DESCRIPTION
 DU1344
 DU1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1344'5.0 KM (3.15 MI) EAST FROM BUCKHORN.
 DU1344'5.0 KILOMETERS (3.15 MILES) EAST ALONG U.S. HIGHWAY 60, 70 , 80 AND 89
 DU1344'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU1344'WEST ABUTMENT FOR A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE
 DU1344'EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1 MILE) EAST OF 85TH STREET
 DU1344'AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1344'EASTBOUND TRAFFIC LANES.
 DU1344'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU1344
 DU1344                          STATION RECOVERY (2006)
 DU1344
 DU1344'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1344'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1570 ***********************************************************************
 CZ1570  DESIGNATION -  1499.77 3528+00
 CZ1570  PID         -  CZ1570
 CZ1570  STATE/COUNTY-  AZ/PINAL
 CZ1570  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1570
 CZ1570                         *CURRENT SURVEY CONTROL
 CZ1570  ___________________________________________________________________
 CZ1570* NAD 83(1986)-  32 47 40.     (N)    111 38 50.     (W)     SCALED    
 CZ1570* NAVD 88     -       457.18   (+/-2cm)    1499.9    (feet)  VERTCON   
 CZ1570  ___________________________________________________________________
 CZ1570  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1570
 CZ1570  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1570
 CZ1570.The horizontal coordinates were scaled from a topographic map and have
 CZ1570.an estimated accuracy of +/- 6 seconds.
 CZ1570
 CZ1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1570.The vertical order pertains to the NGVD 29 superseded value.
 CZ1570
 CZ1570.The geoid height was determined by GEOID03.
 CZ1570
 CZ1570;                    North         East    Units  Estimated Accuracy
 CZ1570;SPC AZ C     -   198,990.      238,600.      MT  (+/- 180 meters Scaled)
 CZ1570
 CZ1570                          SUPERSEDED SURVEY CONTROL
 CZ1570
 CZ1570  NGVD 29 (??/??/92)  456.632  (m)         1498.13   (f) ADJ UNCH    1 2
 CZ1570
 CZ1570.Superseded values are not recommended for survey control.
 CZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1570.See file dsdata.txt to determine how the superseded data were derived.
 CZ1570
 CZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393286(NAD 83)
 CZ1570_MARKER: DD = SURVEY DISK
 CZ1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1570_SP_SET: CULVERT
 CZ1570_STAMPING: 1499.77 3528+00
 CZ1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1570
 CZ1570  HISTORY     - Date     Condition        Report By
 CZ1570  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1570  HISTORY     - 1975     GOOD             AZDT
 CZ1570
 CZ1570                          STATION DESCRIPTION
 CZ1570
 CZ1570'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1570'9.35 MI SE FROM CASA BLANCA.
 CZ1570'FROM MILEPOST 202, I-10, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1570'LEFT.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF 35 FT. CULVERT
 CZ1570'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8513 ***********************************************************************
 AH8513  DESIGNATION -  15
 AH8513  PID         -  AH8513
 AH8513  STATE/COUNTY-  AZ/MARICOPA
 AH8513  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AH8513
 AH8513                         *CURRENT SURVEY CONTROL
 AH8513  ___________________________________________________________________
 AH8513* NAD 83(1986)-  33 30 17.     (N)    111 49 17.     (W)     SCALED    
 AH8513* NAVD 88     -       393.567  (meters)    1291.23   (feet)  READJUSTED
 AH8513  ___________________________________________________________________
 AH8513  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AH8513  DYNAMIC HT  -         393.100 (meters)    1289.70  (feet)  COMP
 AH8513  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 AH8513
 AH8513  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8513
 AH8513.The horizontal coordinates were scaled from a topographic map and have
 AH8513.an estimated accuracy of +/- 6 seconds.
 AH8513
 AH8513.The orthometric height was determined by differential leveling
 AH8513.and adjusted by the National Geodetic Survey in July 2002..
 AH8513.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8513.distribution rate of 0.0 thru 1.0 mm/km.
 AH8513.The height was derived from older observations constrained to new
 AH8513.heights in a crustal motion area.  The height is approximate in
 AH8513.relation to other heights in its vicinity.
 AH8513
 AH8513.The geoid height was determined by GEOID03.
 AH8513
 AH8513.The dynamic height is computed by dividing the NAVD 88
 AH8513.geopotential number by the normal gravity value computed on the
 AH8513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8513.degrees latitude (g = 980.6199 gals.).
 AH8513
 AH8513.The modeled gravity was interpolated from observed gravity values.
 AH8513
 AH8513;                    North         East    Units  Estimated Accuracy
 AH8513;SPC AZ C     -   277,730.      222,210.      MT  (+/- 180 meters Scaled)
 AH8513
 AH8513                          SUPERSEDED SURVEY CONTROL
 AH8513
 AH8513.No superseded survey control is available for this station.
 AH8513
 AH8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC237075(NAD 83)
 AH8513_MARKER: DD = SURVEY DISK
 AH8513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8513_STAMPING: SRP BM 15 1988
 AH8513_MARK LOGO: SRP   
 AH8513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8513+STABILITY: SURFACE MOTION
 AH8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8513+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1999
 AH8513
 AH8513  HISTORY     - Date     Condition        Report By
 AH8513  HISTORY     - 1988     MONUMENTED       SRP
 AH8513  HISTORY     - 19990307 GOOD             NGS
 AH8513
 AH8513                          STATION DESCRIPTION
 AH8513
 AH8513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8513'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 AH8513'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 AH8513'7.3 KM (4.55 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 AH8513'ARIZONA CANAL, 24.5 M (80.4 FT) SOUTHWEST OF THE ROAD CENTER, 16.5 M
 AH8513'(54.1 FT) WEST OF T-JUNCTION UTILITY POLE NUMBER 4747, 11.8 M (38.7
 AH8513'FT) NORTHEAST OF THE NORTHEAST BANK OF A CANAL PARALLELING THE ARIZONA
 AH8513'CANAL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.7 M (2.3 FT)
 AH8513'SOUTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) NORTHWEST OF THE EXTENDED
 AH8513'CENTER OF MESA DRIVE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AH8513'THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT
 AH8513'RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE
 AH8513'NUMBER (602) 319-2495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1590 ***********************************************************************
 DV1590  DESIGNATION -  15 A
 DV1590  PID         -  DV1590
 DV1590  STATE/COUNTY-  AZ/LA PAZ
 DV1590  USGS QUAD   -  VICKSBURG (1990)
 DV1590
 DV1590                         *CURRENT SURVEY CONTROL
 DV1590  ___________________________________________________________________
 DV1590* NAD 83(1986)-  33 37 47.     (N)    113 45 28.     (W)     SCALED    
 DV1590* NAVD 88     -       366.65   (+/-2cm)    1202.9    (feet)  VERTCON   
 DV1590  ___________________________________________________________________
 DV1590  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1590
 DV1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1590
 DV1590.The horizontal coordinates were scaled from a topographic map and have
 DV1590.an estimated accuracy of +/- 6 seconds.
 DV1590
 DV1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1590.The vertical order pertains to the NGVD 29 superseded value.
 DV1590
 DV1590.The geoid height was determined by GEOID03.
 DV1590
 DV1590;                    North         East    Units  Estimated Accuracy
 DV1590;SPC AZ W     -   291,600.      212,640.      MT  (+/- 180 meters Scaled)
 DV1590
 DV1590                          SUPERSEDED SURVEY CONTROL
 DV1590
 DV1590  NGVD 29 (??/??/92)  365.979  (m)         1200.72   (f) ADJ UNCH    2 0
 DV1590
 DV1590.Superseded values are not recommended for survey control.
 DV1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1590.See file dsdata.txt to determine how the superseded data were derived.
 DV1590
 DV1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC441245(NAD 83)
 DV1590_MARKER: DD = SURVEY DISK
 DV1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1590_STAMPING: 15 A 1962
 DV1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1590+STABILITY: SURFACE MOTION
 DV1590
 DV1590  HISTORY     - Date     Condition        Report By
 DV1590  HISTORY     - 1962     MONUMENTED       AZHD
 DV1590
 DV1590                          STATION DESCRIPTION
 DV1590
 DV1590'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1590'10.2 MI SW FROM HOPE.
 DV1590'0.4 MILE EAST-SOUTHEAST OF F 396 15, AN ARIZONA HIGHWAY DEPARTMENT
 DV1590'DISK STAMPED 15 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1590'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PORPOSED INTERSTATE
 DV1590'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0804 ***********************************************************************
 FQ0804  DESIGNATION -  15 BKC
 FQ0804  PID         -  FQ0804
 FQ0804  STATE/COUNTY-  AZ/COCONINO
 FQ0804  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0804
 FQ0804                         *CURRENT SURVEY CONTROL
 FQ0804  ___________________________________________________________________
 FQ0804* NAD 83(1986)-  35 34 28.     (N)    111 31 51.     (W)     SCALED    
 FQ0804* NAVD 88     -      1709.896  (meters)    5609.88   (feet)  POSTED    
 FQ0804  ___________________________________________________________________
 FQ0804  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0804  DYNAMIC HT  -        1707.660 (meters)    5602.55  (feet)  COMP
 FQ0804  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 FQ0804
 FQ0804  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0804
 FQ0804.The horizontal coordinates were scaled from a topographic map and have
 FQ0804.an estimated accuracy of +/- 6 seconds.
 FQ0804
 FQ0804.The orthometric height was determined by differential leveling
 FQ0804.and adjusted by the National Geodetic Survey in 1992..
 FQ0804.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0804.rate of 0.0 thru 1.0 mm/km.
 FQ0804
 FQ0804.The geoid height was determined by GEOID03.
 FQ0804
 FQ0804.The dynamic height is computed by dividing the NAVD 88
 FQ0804.geopotential number by the normal gravity value computed on the
 FQ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0804.degrees latitude (g = 980.6199 gals.).
 FQ0804
 FQ0804.The modeled gravity was interpolated from observed gravity values.
 FQ0804
 FQ0804;                    North         East    Units  Estimated Accuracy
 FQ0804;SPC AZ C     -   507,370.      248,330.      MT  (+/- 180 meters Scaled)
 FQ0804
 FQ0804                          SUPERSEDED SURVEY CONTROL
 FQ0804
 FQ0804  NGVD 29 (??/??/92) 1708.99   (m)         5606.9    (f) COMPUTED    2 2
 FQ0804
 FQ0804.Superseded values are not recommended for survey control.
 FQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0804.See file dsdata.txt to determine how the superseded data were derived.
 FQ0804
 FQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE519368(NAD 83)
 FQ0804_MARKER: DB = BENCH MARK DISK
 FQ0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0804_SP_SET: CONCRETE HEADWALL
 FQ0804_STAMPING: 15 BKC 1968 5607
 FQ0804_MARK LOGO: USGS  
 FQ0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0804+STABILITY: SURFACE MOTION
 FQ0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0804+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0804
 FQ0804  HISTORY     - Date     Condition        Report By
 FQ0804  HISTORY     - 1968     MONUMENTED       USGS
 FQ0804
 FQ0804                          STATION DESCRIPTION
 FQ0804
 FQ0804'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0804'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0804'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0804'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0804'NATIONAL MONUMENT, 180 FEET EAST OF THE CENTERLINE OF HIGHWAY 89, 12
 FQ0804'FEET SOUTH OF OF THE CENTERLINE OF THE ROAD TO THE MONUMENT, IN THE
 FQ0804'HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0343 ***********************************************************************
 CG0343  DESIGNATION -  15 C POT
 CG0343  PID         -  CG0343
 CG0343  STATE/COUNTY-  AZ/PIMA
 CG0343  USGS QUAD   -  THE NARROWS (1981)
 CG0343
 CG0343                         *CURRENT SURVEY CONTROL
 CG0343  ___________________________________________________________________
 CG0343* NAD 83(1986)-  31 58 20.     (N)    110 30 36.     (W)     SCALED    
 CG0343* NAVD 88     -      1178.59   (+/-2cm)    3866.8    (feet)  VERTCON   
 CG0343  ___________________________________________________________________
 CG0343  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CG0343
 CG0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0343
 CG0343.The horizontal coordinates were scaled from a topographic map and have
 CG0343.an estimated accuracy of +/- 6 seconds.
 CG0343
 CG0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0343.The vertical order pertains to the NGVD 29 superseded value.
 CG0343
 CG0343.The geoid height was determined by GEOID03.
 CG0343
 CG0343;                    North         East    Units  Estimated Accuracy
 CG0343;SPC AZ C     -   108,650.      346,310.      MT  (+/- 180 meters Scaled)
 CG0343
 CG0343                          SUPERSEDED SURVEY CONTROL
 CG0343
 CG0343  NGVD 29 (??/??/92) 1177.81   (m)         3864.2    (f) COMPUTED    2 0
 CG0343
 CG0343.Superseded values are not recommended for survey control.
 CG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0343.See file dsdata.txt to determine how the superseded data were derived.
 CG0343
 CG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA462374(NAD 83)
 CG0343_MARKER: DD = SURVEY DISK
 CG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0343_STAMPING: 15-C P.O.T. 3/60
 CG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0343+STABILITY: SURFACE MOTION
 CG0343
 CG0343  HISTORY     - Date     Condition        Report By
 CG0343  HISTORY     - UNK      MONUMENTED       USE
 CG0343  HISTORY     - 1963     GOOD             NGS
 CG0343  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0343
 CG0343                          STATION DESCRIPTION
 CG0343
 CG0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0343'12.6 MI W FROM BENSON.
 CG0343'12.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON,
 CG0343'THENCE 0.2 MILE SOUTH ALONG AN OILED ROAD, THENCE ABOUT 200 YARDS WEST
 CG0343'ALONG A FENCE LINE TO A FENCE CORNER, THENCE ABOUT 100 YARDS SOUTH
 CG0343'ALONG THE FENCE LINE, THENCE ABOUT 50 YARDS EAST AND ABOUT 200 YARDS
 CG0343'SOUTH ALONG THE FENCE LINE, A U.S.E. BRONZE DISK SET IN THE TOP OF A 6
 CG0343'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 23 FEET EAST OF
 CG0343'THE FENCE LINE.
 CG0343
 CG0343                          STATION RECOVERY (1979)
 CG0343
 CG0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0343'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1264 ***********************************************************************
 CY1264  DESIGNATION -  15 EMH
 CY1264  PID         -  CY1264
 CY1264  STATE/COUNTY-  AZ/GRAHAM
 CY1264  USGS QUAD   -  TANQUE (1966)
 CY1264
 CY1264                         *CURRENT SURVEY CONTROL
 CY1264  ___________________________________________________________________
 CY1264* NAD 83(1986)-  32 36 38.     (N)    109 33 21.     (W)     SCALED    
 CY1264* NAVD 88     -      1010.90   (+/-2cm)    3316.6    (feet)  VERTCON   
 CY1264  ___________________________________________________________________
 CY1264  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1264
 CY1264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1264
 CY1264.The horizontal coordinates were scaled from a topographic map and have
 CY1264.an estimated accuracy of +/- 6 seconds.
 CY1264
 CY1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1264.The vertical order pertains to the NGVD 29 superseded value.
 CY1264
 CY1264.The geoid height was determined by GEOID03.
 CY1264
 CY1264;                    North         East    Units  Estimated Accuracy
 CY1264;SPC AZ E     -   178,730.      270,690.      MT  (+/- 180 meters Scaled)
 CY1264
 CY1264                          SUPERSEDED SURVEY CONTROL
 CY1264
 CY1264  NGVD 29 (??/??/92) 1010.24   (m)         3314.4    (f) COMPUTED    2 0
 CY1264
 CY1264.Superseded values are not recommended for survey control.
 CY1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1264.See file dsdata.txt to determine how the superseded data were derived.
 CY1264
 CY1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB355090(NAD 83)
 CY1264_MARKER: DB = BENCH MARK DISK
 CY1264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1264_SP_SET: COPPER-CLAD STEEL ROD
 CY1264_STAMPING: 15 EMH 1972 3345
 CY1264_MARK LOGO: USGS  
 CY1264_PROJECTION: FLUSH
 CY1264_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1264+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1972
 CY1264_ROD/PIPE-DEPTH: 6.10 meters
 CY1264
 CY1264  HISTORY     - Date     Condition        Report By
 CY1264  HISTORY     - 1972     MONUMENTED       USGS
 CY1264  HISTORY     - 19720927 GOOD             USGS
 CY1264
 CY1264                          STATION DESCRIPTION
 CY1264
 CY1264'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1264'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1264'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 8.7
 CY1264'MILES EAST ALONG A DIRT ROAD, 646 FEET WEST OF A LARGE WASH, 43 FEET
 CY1264'SOUTH AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 4
 CY1264'FEET NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH
 CY1264'ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0775 ***********************************************************************
 FQ0775  DESIGNATION -  15 HLS
 FQ0775  PID         -  FQ0775
 FQ0775  STATE/COUNTY-  AZ/NAVAJO
 FQ0775  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0775
 FQ0775                         *CURRENT SURVEY CONTROL
 FQ0775  ___________________________________________________________________
 FQ0775* NAD 83(1986)-  35 08 36.     (N)    110 17 59.     (W)     SCALED    
 FQ0775* NAVD 88     -      1569.257  (meters)    5148.47   (feet)  ADJUSTED  
 FQ0775  ___________________________________________________________________
 FQ0775  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FQ0775  DYNAMIC HT  -        1567.169 (meters)    5141.62  (feet)  COMP
 FQ0775  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 FQ0775
 FQ0775  VERT ORDER  -  THIRD
 FQ0775
 FQ0775.The horizontal coordinates were scaled from a topographic map and have
 FQ0775.an estimated accuracy of +/- 6 seconds.
 FQ0775
 FQ0775.The orthometric height was determined by differential leveling
 FQ0775.and adjusted by the National Geodetic Survey in June 1991..
 FQ0775
 FQ0775.The geoid height was determined by GEOID03.
 FQ0775
 FQ0775.The dynamic height is computed by dividing the NAVD 88
 FQ0775.geopotential number by the normal gravity value computed on the
 FQ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0775.degrees latitude (g = 980.6199 gals.).
 FQ0775
 FQ0775.The modeled gravity was interpolated from observed gravity values.
 FQ0775
 FQ0775;                    North         East    Units  Estimated Accuracy
 FQ0775;SPC AZ E     -   459,480.      201,240.      MT  (+/- 180 meters Scaled)
 FQ0775
 FQ0775                          SUPERSEDED SURVEY CONTROL
 FQ0775
 FQ0775.No superseded survey control is available for this station.
 FQ0775
 FQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD637891(NAD 83)
 FQ0775_MARKER: DB = BENCH MARK DISK
 FQ0775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0775_SP_SET: COPPER-CLAD STEEL ROD
 FQ0775_STAMPING: 15 HLS 1970 5146
 FQ0775_MARK LOGO: USGS  
 FQ0775_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0775+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0775
 FQ0775  HISTORY     - Date     Condition        Report By
 FQ0775  HISTORY     - 1970     MONUMENTED       USGS
 FQ0775
 FQ0775                          STATION DESCRIPTION
 FQ0775
 FQ0775'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0775'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0775'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0775'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 9.5 MILES
 FQ0775'NORTHEAST ALONG THE ROAD, 0.5 MILES EAST OF A WINDMILL, 29 FEET SOUTH
 FQ0775'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0775'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0881 ***********************************************************************
 FQ0881  DESIGNATION -  15 JRH
 FQ0881  PID         -  FQ0881
 FQ0881  STATE/COUNTY-  AZ/COCONINO
 FQ0881  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0881
 FQ0881                         *CURRENT SURVEY CONTROL
 FQ0881  ___________________________________________________________________
 FQ0881* NAD 83(1986)-  35 33 06.     (N)    111 37 34.     (W)     SCALED    
 FQ0881* NAVD 88     -      1954.540  (meters)    6412.52   (feet)  POSTED    
 FQ0881  ___________________________________________________________________
 FQ0881  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0881  DYNAMIC HT  -        1951.900 (meters)    6403.86  (feet)  COMP
 FQ0881  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FQ0881
 FQ0881  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0881
 FQ0881.The horizontal coordinates were scaled from a topographic map and have
 FQ0881.an estimated accuracy of +/- 6 seconds.
 FQ0881
 FQ0881.The orthometric height was determined by differential leveling
 FQ0881.and adjusted by the National Geodetic Survey in 1992..
 FQ0881.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0881.rate of 0.0 thru 1.0 mm/km.
 FQ0881
 FQ0881.The geoid height was determined by GEOID03.
 FQ0881
 FQ0881.The dynamic height is computed by dividing the NAVD 88
 FQ0881.geopotential number by the normal gravity value computed on the
 FQ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0881.degrees latitude (g = 980.6199 gals.).
 FQ0881
 FQ0881.The modeled gravity was interpolated from observed gravity values.
 FQ0881
 FQ0881;                    North         East    Units  Estimated Accuracy
 FQ0881;SPC AZ C     -   504,810.      239,700.      MT  (+/- 180 meters Scaled)
 FQ0881
 FQ0881                          SUPERSEDED SURVEY CONTROL
 FQ0881
 FQ0881  NGVD 29 (??/??/92) 1953.63   (m)         6409.5    (f) COMPUTED    3 0
 FQ0881
 FQ0881.Superseded values are not recommended for survey control.
 FQ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0881.See file dsdata.txt to determine how the superseded data were derived.
 FQ0881
 FQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE432344(NAD 83)
 FQ0881_MARKER: DB = BENCH MARK DISK
 FQ0881_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0881_SP_SET: ROCK OUTCROP
 FQ0881_STAMPING: 15 JRH 1959 6409
 FQ0881_MARK LOGO: USGS  
 FQ0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0881+STABILITY: POSITION/ELEVATION WELL
 FQ0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0881+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0881
 FQ0881  HISTORY     - Date     Condition        Report By
 FQ0881  HISTORY     - 1959     MONUMENTED       USGS
 FQ0881
 FQ0881                          STATION DESCRIPTION
 FQ0881
 FQ0881'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0881'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0881'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0881'LOOKOUT TOWER, PROCEED 42.6 MILES SOUTHEAST TO A ROAD FORK, 2.0 MILES
 FQ0881'SOUTHEAST OF ASO RANCH, 340 FEET NORTH OF THE CENTER OF THE ROAD
 FQ0881'FORK, ON THE STOP OF A LOW KNOLL, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0226 ***********************************************************************
 DA0226  DESIGNATION -  15 WF
 DA0226  PID         -  DA0226
 DA0226  STATE/COUNTY-  AZ/PIMA
 DA0226  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0226
 DA0226                         *CURRENT SURVEY CONTROL
 DA0226  ___________________________________________________________________
 DA0226* NAD 83(1986)-  32 28 53.     (N)    112 24 33.     (W)     SCALED    
 DA0226* NAVD 88     -       754.36   (+/-2cm)    2474.9    (feet)  VERTCON   
 DA0226  ___________________________________________________________________
 DA0226  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA0226
 DA0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0226
 DA0226.The horizontal coordinates were scaled from a topographic map and have
 DA0226.an estimated accuracy of +/- 6 seconds.
 DA0226
 DA0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0226.The vertical order pertains to the NGVD 29 superseded value.
 DA0226
 DA0226.The geoid height was determined by GEOID03.
 DA0226
 DA0226;                    North         East    Units  Estimated Accuracy
 DA0226;SPC AZ C     -   164,350.      167,070.      MT  (+/- 180 meters Scaled)
 DA0226
 DA0226                          SUPERSEDED SURVEY CONTROL
 DA0226
 DA0226  NGVD 29 (??/??/92)  753.625  (m)         2472.52   (f) ADJ UNCH    2 0
 DA0226
 DA0226.Superseded values are not recommended for survey control.
 DA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0226.See file dsdata.txt to determine how the superseded data were derived.
 DA0226
 DA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA675946(NAD 83)
 DA0226_MARKER: DD = SURVEY DISK
 DA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0226_STAMPING: 15 WF 1948 2472
 DA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0226+STABILITY: SURFACE MOTION
 DA0226
 DA0226  HISTORY     - Date     Condition        Report By
 DA0226  HISTORY     - 1948     MONUMENTED       USGS
 DA0226  HISTORY     - 1961     GOOD             NGS
 DA0226
 DA0226                          STATION DESCRIPTION
 DA0226
 DA0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0226'12.45 MI W FROM VENTANA.
 DA0226'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0226'AT VENTANA.  THENCE 5.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0226'PIPE LINE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.5 FEET
 DA0226'SOUTHEAST OF PIPE LINE MILEPOST NUMBER 53, 1.3 FEET SOUTH OF A METAL
 DA0226'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0226'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0360 ***********************************************************************
 CY0360  DESIGNATION -  150
 CY0360  PID         -  CY0360
 CY0360  STATE/COUNTY-  AZ/COCHISE
 CY0360  USGS QUAD   -  COCHISE (1985)
 CY0360
 CY0360                         *CURRENT SURVEY CONTROL
 CY0360  ___________________________________________________________________
 CY0360* NAD 83(1986)-  32 03 30.     (N)    109 57 39.     (W)     SCALED    
 CY0360* NAVD 88     -      1336.19   (+/-2cm)    4383.8    (feet)  VERTCON   
 CY0360  ___________________________________________________________________
 CY0360  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0360
 CY0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0360
 CY0360.The horizontal coordinates were scaled from a topographic map and have
 CY0360.an estimated accuracy of +/- 6 seconds.
 CY0360
 CY0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0360.The vertical order pertains to the NGVD 29 superseded value.
 CY0360
 CY0360.The geoid height was determined by GEOID03.
 CY0360
 CY0360;                    North         East    Units  Estimated Accuracy
 CY0360;SPC AZ E     -   117,350.      232,800.      MT  (+/- 180 meters Scaled)
 CY0360
 CY0360                          SUPERSEDED SURVEY CONTROL
 CY0360
 CY0360  NGVD 29 (??/??/92) 1335.378  (m)         4381.15   (f) ADJ UNCH    1 2
 CY0360
 CY0360.Superseded values are not recommended for survey control.
 CY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0360.See file dsdata.txt to determine how the superseded data were derived.
 CY0360
 CY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA980473(NAD 83)
 CY0360_MARKER: P = PIPE CAP
 CY0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0360_STAMPING: 150 H 1907
 CY0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0360
 CY0360  HISTORY     - Date     Condition        Report By
 CY0360  HISTORY     - 1907     MONUMENTED       USGS
 CY0360  HISTORY     - 1952     GOOD             NGS
 CY0360
 CY0360                          STATION DESCRIPTION
 CY0360
 CY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0360'4.5 MI SW FROM COCHISE.
 CY0360'4.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0360'THE STATION AT COCHISE, 5.6 MILES NORTHEAST OF DRAGOON, 0.4 MILE
 CY0360'NORTHEAST OF MILEPOLE NUMBER 1059, AT SEMAPHORE NUMBER 1059.1, 144.0
 CY0360'FEET NORTH OF THE SEMAPHORE, 99.4 FEET NORTHWEST OF THE NORTHWEST
 CY0360'RAIL, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 CY0360'NORTHWEST OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT 3.0 FEET
 CY0360'LOWER THAN THE TRACK, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 CY0360'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0749 ***********************************************************************
 FR0749  DESIGNATION -  150 0
 FR0749  PID         -  FR0749
 FR0749  STATE/COUNTY-  AZ/YAVAPAI
 FR0749  USGS QUAD   -  AUDLEY (1980)
 FR0749
 FR0749                         *CURRENT SURVEY CONTROL
 FR0749  ___________________________________________________________________
 FR0749* NAD 83(1986)-  35 25 31.     (N)    113 03 25.     (W)     SCALED    
 FR0749* NAVD 88     -      1580.567  (meters)    5185.58   (feet)  ADJUSTED  
 FR0749  ___________________________________________________________________
 FR0749  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0749  DYNAMIC HT  -        1578.529 (meters)    5178.89  (feet)  COMP
 FR0749  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 FR0749
 FR0749  VERT ORDER  -  FIRST     CLASS II
 FR0749
 FR0749.The horizontal coordinates were scaled from a topographic map and have
 FR0749.an estimated accuracy of +/- 6 seconds.
 FR0749
 FR0749.The orthometric height was determined by differential leveling
 FR0749.and adjusted by the National Geodetic Survey in June 1991..
 FR0749
 FR0749.The geoid height was determined by GEOID03.
 FR0749
 FR0749.The dynamic height is computed by dividing the NAVD 88
 FR0749.geopotential number by the normal gravity value computed on the
 FR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0749.degrees latitude (g = 980.6199 gals.).
 FR0749
 FR0749.The modeled gravity was interpolated from observed gravity values.
 FR0749
 FR0749;                    North         East    Units  Estimated Accuracy
 FR0749;SPC AZ C     -   491,350.      109,820.      MT  (+/- 180 meters Scaled)
 FR0749
 FR0749                          SUPERSEDED SURVEY CONTROL
 FR0749
 FR0749.No superseded survey control is available for this station.
 FR0749
 FR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE132221(NAD 83)
 FR0749_MARKER: DB = BENCH MARK DISK
 FR0749_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0749_SP_SET: BUILDING FOUNDATION
 FR0749_STAMPING: 150 1966
 FR0749_MARK LOGO: USGS  
 FR0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0749+STABILITY: SURFACE MOTION
 FR0749
 FR0749  HISTORY     - Date     Condition        Report By
 FR0749  HISTORY     - 1966     MONUMENTED       USGS
 FR0749  HISTORY     - 1982     GOOD             NGS
 FR0749
 FR0749                          STATION DESCRIPTION
 FR0749
 FR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0749'21.2 KM (13.2 MI) NW FROM SELIGMAN.
 FR0749'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0749'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 8.0 KM (5.0 MI)
 FR0749'NORTHWEST ALONG US HIGHWAY 66, IN TOP OF THE CONCRETE FOUNDATION OF AN
 FR0749'UNDER GROUND CABLE BUILDING, 0.6 KM (0.4 MI) NORTHWEST OF MILE POST
 FR0749'128, 106.6 METERS (350 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0749'1.5 METERS (5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 FR0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1236 ***********************************************************************
 DU1236  DESIGNATION -  150 DOR
 DU1236  PID         -  DU1236
 DU1236  STATE/COUNTY-  AZ/GILA
 DU1236  USGS QUAD   -  CEDAR CREEK (1978)
 DU1236
 DU1236                         *CURRENT SURVEY CONTROL
 DU1236  ___________________________________________________________________
 DU1236* NAD 83(1986)-  33 54 02.     (N)    110 10 36.     (W)     SCALED    
 DU1236* NAVD 88     -      1529.811  (meters)    5019.05   (feet)  ADJUSTED  
 DU1236  ___________________________________________________________________
 DU1236  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1236  DYNAMIC HT  -        1527.623 (meters)    5011.88  (feet)  COMP
 DU1236  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 DU1236
 DU1236  VERT ORDER  -  FIRST     CLASS II
 DU1236
 DU1236.The horizontal coordinates were scaled from a topographic map and have
 DU1236.an estimated accuracy of +/- 6 seconds.
 DU1236
 DU1236.The orthometric height was determined by differential leveling
 DU1236.and adjusted by the National Geodetic Survey in June 1991..
 DU1236
 DU1236.The geoid height was determined by GEOID03.
 DU1236
 DU1236.The dynamic height is computed by dividing the NAVD 88
 DU1236.geopotential number by the normal gravity value computed on the
 DU1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1236.degrees latitude (g = 980.6199 gals.).
 DU1236
 DU1236.The modeled gravity was interpolated from observed gravity values.
 DU1236
 DU1236;                    North         East    Units  Estimated Accuracy
 DU1236;SPC AZ E     -   321,620.      212,440.      MT  (+/- 180 meters Scaled)
 DU1236
 DU1236                          SUPERSEDED SURVEY CONTROL
 DU1236
 DU1236.No superseded survey control is available for this station.
 DU1236
 DU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC761514(NAD 83)
 DU1236_MARKER: DB = BENCH MARK DISK
 DU1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1236_SP_SET: COPPER-CLAD STEEL ROD
 DU1236_STAMPING: 5016 150 DOR 1965
 DU1236_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1236
 DU1236  HISTORY     - Date     Condition        Report By
 DU1236  HISTORY     - 1965     MONUMENTED       USGS
 DU1236  HISTORY     - 1979     GOOD             NGS
 DU1236
 DU1236                          STATION DESCRIPTION
 DU1236
 DU1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1236'9.2 MI SE FROM CARRIZO JUNCTION.
 DU1236'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1236'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1236'MILE MARKER 319, 94.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1236'0.7 FOOT EAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF
 DU1236'ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1236'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0479 ***********************************************************************
 GQ0479  DESIGNATION -  150 DOR
 GQ0479  PID         -  GQ0479
 GQ0479  STATE/COUNTY-  AZ/MOHAVE
 GQ0479  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0479
 GQ0479                         *CURRENT SURVEY CONTROL
 GQ0479  ___________________________________________________________________
 GQ0479* NAD 83(1992)-  36 27 59.76430(N)    113 28 48.35724(W)     ADJUSTED  
 GQ0479* NAVD 88     -      1667.909  (meters)    5472.13   (feet)  POSTED    
 GQ0479  ___________________________________________________________________
 GQ0479  X           -  -2,046,625.162 (meters)                     COMP
 GQ0479  Y           -  -4,711,390.009 (meters)                     COMP
 GQ0479  Z           -   3,770,931.878 (meters)                     COMP
 GQ0479  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GQ0479  ELLIP HEIGHT-        1644.18  (meters)          (08/22/05) GPS OBS
 GQ0479  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 GQ0479  DYNAMIC HT  -        1665.920 (meters)    5465.61  (feet)  COMP
 GQ0479  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 GQ0479
 GQ0479  HORZ ORDER  -  B
 GQ0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0479  ELLP ORDER  -  THIRD     CLASS I
 GQ0479
 GQ0479.The horizontal coordinates were established by GPS observations
 GQ0479.and adjusted by the National Geodetic Survey in August 2005..
 GQ0479
 GQ0479.The orthometric height was determined by differential leveling
 GQ0479.and adjusted by the National Geodetic Survey in 1992..
 GQ0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0479.rate of 0.0 thru 1.0 mm/km.
 GQ0479
 GQ0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0479
 GQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0479
 GQ0479.The ellipsoidal height was determined by GPS observations
 GQ0479.and is referenced to NAD 83.
 GQ0479
 GQ0479.The geoid height was determined by GEOID03.
 GQ0479
 GQ0479.The dynamic height is computed by dividing the NAVD 88
 GQ0479.geopotential number by the normal gravity value computed on the
 GQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0479.degrees latitude (g = 980.6199 gals.).
 GQ0479
 GQ0479.The modeled gravity was interpolated from observed gravity values.
 GQ0479
 GQ0479;                    North         East     Units Scale Factor Converg.
 GQ0479;SPC AZ W     -   606,337.411   237,549.501   MT  0.99994054   +0 09 37.5
 GQ0479;SPC AZ W     - 1,989,295.97    779,361.88   iFT  0.99994054   +0 09 37.5
 GQ0479;UTM  12      - 4,038,562.967   277,778.161   MT  1.00020846   -1 28 28.8
 GQ0479
 GQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0479!SPC AZ W     -   0.99974203  x   0.99994054  =   0.99968258
 GQ0479!UTM  12      -   0.99974203  x   1.00020846  =   0.99995043
 GQ0479
 GQ0479                          SUPERSEDED SURVEY CONTROL
 GQ0479
 GQ0479  NAVD 88 (08/22/05) 1667.97   (m)         5472.3    (f) LEVELING    3  
 GQ0479
 GQ0479.Superseded values are not recommended for survey control.
 GQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0479.See file dsdata.txt to determine how the superseded data were derived.
 GQ0479
 GQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7777838563(NAD 83)
 GQ0479_MARKER: DB = BENCH MARK DISK
 GQ0479_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0479_SP_SET: ROCK OUTCROP
 GQ0479_STAMPING: 150 DOR 1970 5469
 GQ0479_MARK LOGO: USGS  
 GQ0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0479+STABILITY: POSITION/ELEVATION WELL
 GQ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0479+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GQ0479
 GQ0479  HISTORY     - Date     Condition        Report By
 GQ0479  HISTORY     - 1970     MONUMENTED       USGS
 GQ0479  HISTORY     - 20050401 GOOD             NGS
 GQ0479
 GQ0479                          STATION DESCRIPTION
 GQ0479
 GQ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0479'86.9 KM (54.00 MI) SSE FROM ST GEORGE UT.
 GQ0479'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0479'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0479'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0479'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 8.1 MILES SOUTHWEST, 54 FEET
 GQ0479'WEST OF THE ROAD.
 GQ0479'THE MARK IS 2.5 FT  E FROM  A WITNESS POST
 GQ0479'THE MARK IS 6 FT ABOVE ROAD.
 GQ0479
 GQ0479                          STATION RECOVERY (2005)
 GQ0479
 GQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GQ0479'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0624 ***********************************************************************
 DU0624  DESIGNATION -  1505.69
 DU0624  PID         -  DU0624
 DU0624  STATE/COUNTY-  AZ/MARICOPA
 DU0624  USGS QUAD   -  BUCKHORN (1982)
 DU0624
 DU0624                         *CURRENT SURVEY CONTROL
 DU0624  ___________________________________________________________________
 DU0624* NAD 83(1986)-  33 24 55.     (N)    111 38 33.     (W)     SCALED    
 DU0624* NAVD 88     -       459.537  (meters)    1507.66   (feet)  ADJUSTED  
 DU0624  ___________________________________________________________________
 DU0624  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0624  DYNAMIC HT  -         458.988 (meters)    1505.86  (feet)  COMP
 DU0624  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 DU0624
 DU0624  VERT ORDER  -  FIRST     CLASS II
 DU0624
 DU0624.The horizontal coordinates were scaled from a topographic map and have
 DU0624.an estimated accuracy of +/- 6 seconds.
 DU0624
 DU0624.The orthometric height was determined by differential leveling
 DU0624.and adjusted by the National Geodetic Survey in June 1991..
 DU0624
 DU0624.The geoid height was determined by GEOID03.
 DU0624
 DU0624.The dynamic height is computed by dividing the NAVD 88
 DU0624.geopotential number by the normal gravity value computed on the
 DU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0624.degrees latitude (g = 980.6199 gals.).
 DU0624
 DU0624.The modeled gravity was interpolated from observed gravity values.
 DU0624
 DU0624;                    North         East    Units  Estimated Accuracy
 DU0624;SPC AZ C     -   267,840.      238,860.      MT  (+/- 180 meters Scaled)
 DU0624
 DU0624                          SUPERSEDED SURVEY CONTROL
 DU0624
 DU0624  NGVD 29 (??/??/92)  459.167  (m)         1506.45   (f) ADJ UNCH    1 2
 DU0624
 DU0624.Superseded values are not recommended for survey control.
 DU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0624.See file dsdata.txt to determine how the superseded data were derived.
 DU0624
 DU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402975(NAD 83)
 DU0624_MARKER: DD = SURVEY DISK
 DU0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0624_SP_SET: ABUTMENT
 DU0624_STAMPING: 1505.69 551.50
 DU0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0624
 DU0624  HISTORY     - Date     Condition        Report By
 DU0624  HISTORY     - UNK      MONUMENTED       AZHD
 DU0624  HISTORY     - 1948     GOOD             NGS
 DU0624  HISTORY     - 1981     GOOD             NGS
 DU0624
 DU0624                          STATION DESCRIPTION
 DU0624
 DU0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0624'5.4 MI W FROM APACHE JUNCTION.
 DU0624'ABOUT 5.4 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0624'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0624'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0624'WASH AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0624
 DU0624                          STATION RECOVERY (1981)
 DU0624
 DU0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0624'5.4 KILOMETERS (3.35 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0624'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0624'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0624'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.1 KILOMETER (0.05
 DU0624'MILE) WEST OF 88TH STREET AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0624'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 DU0624'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0276 ***********************************************************************
 FS0276  DESIGNATION -  1506+93
 FS0276  PID         -  FS0276
 FS0276  STATE/COUNTY-  AZ/MOHAVE
 FS0276  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0276
 FS0276                         *CURRENT SURVEY CONTROL
 FS0276  ___________________________________________________________________
 FS0276* NAD 83(1986)-  35 43 30.     (N)    114 29 21.     (W)     SCALED    
 FS0276* NAVD 88     -       736.899  (meters)    2417.64   (feet)  POSTED    
 FS0276  ___________________________________________________________________
 FS0276  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0276  DYNAMIC HT  -         736.110 (meters)    2415.05  (feet)  COMP
 FS0276  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 FS0276
 FS0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0276
 FS0276.The horizontal coordinates were scaled from a topographic map and have
 FS0276.an estimated accuracy of +/- 6 seconds.
 FS0276
 FS0276.The orthometric height was determined by differential leveling
 FS0276.and adjusted by the National Geodetic Survey in 1992..
 FS0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0276.rate of 1.1 thru 2.0 mm/km.
 FS0276
 FS0276.The geoid height was determined by GEOID03.
 FS0276
 FS0276.The dynamic height is computed by dividing the NAVD 88
 FS0276.geopotential number by the normal gravity value computed on the
 FS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0276.degrees latitude (g = 980.6199 gals.).
 FS0276
 FS0276.The modeled gravity was interpolated from observed gravity values.
 FS0276
 FS0276;                    North         East    Units  Estimated Accuracy
 FS0276;SPC AZ W     -   524,270.      146,490.      MT  (+/- 180 meters Scaled)
 FS0276
 FS0276                          SUPERSEDED SURVEY CONTROL
 FS0276
 FS0276  NGVD 29 (??/??/92)  736.208  (m)         2415.38   (f) ADJ UNCH    1 1
 FS0276
 FS0276.Superseded values are not recommended for survey control.
 FS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0276.See file dsdata.txt to determine how the superseded data were derived.
 FS0276
 FS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV271563(NAD 83)
 FS0276_MARKER: DD = SURVEY DISK
 FS0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0276_SP_SET: CULVERT
 FS0276_STAMPING: 1506+93 2416.82 1936
 FS0276_MARK LOGO: AZHD  
 FS0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0276
 FS0276  HISTORY     - Date     Condition        Report By
 FS0276  HISTORY     - 1936     MONUMENTED       AZHD
 FS0276  HISTORY     - 1949     GOOD             NGS
 FS0276  HISTORY     - 1982     GOOD             NGS
 FS0276  HISTORY     - 19870304 GOOD             USPSQD
 FS0276
 FS0276                          STATION DESCRIPTION
 FS0276
 FS0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0276'26.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0276'26.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0276'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.4 MILE NORTHWEST
 FS0276'OF A RICHFIELD SERVICE STATION (DAILEYS SERVICE), AT A 4- BY
 FS0276'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0276'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.5 FEET SOUTHWEST
 FS0276'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 FS0276'THAN THE HIGHWAY.
 FS0276
 FS0276                          STATION RECOVERY (1982)
 FS0276
 FS0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0276'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0276
 FS0276                          STATION RECOVERY (1987)
 FS0276
 FS0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0750 ***********************************************************************
 FR0750  DESIGNATION -  151 0
 FR0750  PID         -  FR0750
 FR0750  STATE/COUNTY-  AZ/YAVAPAI
 FR0750  USGS QUAD   -  AUDLEY (1980)
 FR0750
 FR0750                         *CURRENT SURVEY CONTROL
 FR0750  ___________________________________________________________________
 FR0750* NAD 83(1986)-  35 25 04.     (N)    113 02 34.     (W)     SCALED    
 FR0750* NAVD 88     -      1573.376  (meters)    5161.98   (feet)  ADJUSTED  
 FR0750  ___________________________________________________________________
 FR0750  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0750  DYNAMIC HT  -        1571.342 (meters)    5155.31  (feet)  COMP
 FR0750  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 FR0750
 FR0750  VERT ORDER  -  FIRST     CLASS II
 FR0750
 FR0750.The horizontal coordinates were scaled from a topographic map and have
 FR0750.an estimated accuracy of +/- 6 seconds.
 FR0750
 FR0750.The orthometric height was determined by differential leveling
 FR0750.and adjusted by the National Geodetic Survey in June 1991..
 FR0750
 FR0750.The geoid height was determined by GEOID03.
 FR0750
 FR0750.The dynamic height is computed by dividing the NAVD 88
 FR0750.geopotential number by the normal gravity value computed on the
 FR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0750.degrees latitude (g = 980.6199 gals.).
 FR0750
 FR0750.The modeled gravity was interpolated from observed gravity values.
 FR0750
 FR0750;                    North         East    Units  Estimated Accuracy
 FR0750;SPC AZ C     -   490,500.      111,090.      MT  (+/- 180 meters Scaled)
 FR0750
 FR0750                          SUPERSEDED SURVEY CONTROL
 FR0750
 FR0750.No superseded survey control is available for this station.
 FR0750
 FR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE145212(NAD 83)
 FR0750_MARKER: DB = BENCH MARK DISK
 FR0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0750_SP_SET: COPPER-CLAD STEEL ROD
 FR0750_STAMPING: 151- 1966
 FR0750_MARK LOGO: USGS  
 FR0750_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0750
 FR0750  HISTORY     - Date     Condition        Report By
 FR0750  HISTORY     - 1966     MONUMENTED       USGS
 FR0750  HISTORY     - 1982     GOOD             NGS
 FR0750
 FR0750                          STATION DESCRIPTION
 FR0750
 FR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0750'19.6 KM (12.2 MI) NW FROM SELIGMAN.
 FR0750'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0750'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 6.4 KM (4.0 MI)
 FR0750'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0750'129, 4.5 FENCE POSTS NORTHWEST OF A BRACED FENCE POST, AT A CULVERT,
 FR0750'32.3 METERS (106 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.8
 FR0750'METERS (125 FT) SOUTH OF THE SOUTHWEST END OF A CULVERT, 9.1 METERS
 FR0750'(30 FT) SOUTHWEST OF A FENCE, THE ROD IS ENCASSSED IN AN ORANGEBURG
 FR0750'PIPE.
 FR0750'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0750'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1238 ***********************************************************************
 DU1238  DESIGNATION -  151 DOR
 DU1238  PID         -  DU1238
 DU1238  STATE/COUNTY-  AZ/GILA
 DU1238  USGS QUAD   -  CEDAR CREEK (1978)
 DU1238
 DU1238                         *CURRENT SURVEY CONTROL
 DU1238  ___________________________________________________________________
 DU1238* NAD 83(1986)-  33 53 19.     (N)    110 10 44.     (W)     SCALED    
 DU1238* NAVD 88     -      1497.555  (meters)    4913.23   (feet)  ADJUSTED  
 DU1238  ___________________________________________________________________
 DU1238  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DU1238  DYNAMIC HT  -        1495.417 (meters)    4906.21  (feet)  COMP
 DU1238  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 DU1238
 DU1238  VERT ORDER  -  FIRST     CLASS II
 DU1238
 DU1238.The horizontal coordinates were scaled from a topographic map and have
 DU1238.an estimated accuracy of +/- 6 seconds.
 DU1238
 DU1238.The orthometric height was determined by differential leveling
 DU1238.and adjusted by the National Geodetic Survey in June 1991..
 DU1238
 DU1238.The geoid height was determined by GEOID03.
 DU1238
 DU1238.The dynamic height is computed by dividing the NAVD 88
 DU1238.geopotential number by the normal gravity value computed on the
 DU1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1238.degrees latitude (g = 980.6199 gals.).
 DU1238
 DU1238.The modeled gravity was interpolated from observed gravity values.
 DU1238
 DU1238;                    North         East    Units  Estimated Accuracy
 DU1238;SPC AZ E     -   320,300.      212,230.      MT  (+/- 180 meters Scaled)
 DU1238
 DU1238                          SUPERSEDED SURVEY CONTROL
 DU1238
 DU1238.No superseded survey control is available for this station.
 DU1238
 DU1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC759501(NAD 83)
 DU1238_MARKER: DB = BENCH MARK DISK
 DU1238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1238_SP_SET: COPPER-CLAD STEEL ROD
 DU1238_STAMPING: 4911 151 DOR 1965
 DU1238_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1238
 DU1238  HISTORY     - Date     Condition        Report By
 DU1238  HISTORY     - 1965     MONUMENTED       USGS
 DU1238  HISTORY     - 1979     GOOD             NGS
 DU1238
 DU1238                          STATION DESCRIPTION
 DU1238
 DU1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1238'10.2 MI SE FROM CARRIZO JUNCTION.
 DU1238'10.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1238'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1238'MILE MARKER 320, 99.2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1238'6.2 FEET EAST OF POWER POLE 114 AND 0.9 FOOT SOUTHEAST OF A BARBED
 DU1238'WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS
 DU1238'WERE DRIVEN TO REFUSAL.
 DU1238'THE MARK IS 1.4 FT  SE FROM A WITNESS POST.
 DU1238'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0480 ***********************************************************************
 GQ0480  DESIGNATION -  151 DOR
 GQ0480  PID         -  GQ0480
 GQ0480  STATE/COUNTY-  AZ/MOHAVE
 GQ0480  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0480
 GQ0480                         *CURRENT SURVEY CONTROL
 GQ0480  ___________________________________________________________________
 GQ0480* NAD 83(1986)-  36 27 50.     (N)    113 29 53.     (W)     SCALED    
 GQ0480* NAVD 88     -      1671.323  (meters)    5483.33   (feet)  POSTED    
 GQ0480  ___________________________________________________________________
 GQ0480  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0480  DYNAMIC HT  -        1669.330 (meters)    5476.79  (feet)  COMP
 GQ0480  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 GQ0480
 GQ0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0480
 GQ0480.The horizontal coordinates were scaled from a topographic map and have
 GQ0480.an estimated accuracy of +/- 6 seconds.
 GQ0480
 GQ0480.The orthometric height was determined by differential leveling
 GQ0480.and adjusted by the National Geodetic Survey in 1992..
 GQ0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0480.rate of 0.0 thru 1.0 mm/km.
 GQ0480
 GQ0480.The geoid height was determined by GEOID03.
 GQ0480
 GQ0480.The dynamic height is computed by dividing the NAVD 88
 GQ0480.geopotential number by the normal gravity value computed on the
 GQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0480.degrees latitude (g = 980.6199 gals.).
 GQ0480
 GQ0480.The modeled gravity was interpolated from observed gravity values.
 GQ0480
 GQ0480;                    North         East    Units  Estimated Accuracy
 GQ0480;SPC AZ W     -   606,030.      235,940.      MT  (+/- 180 meters Scaled)
 GQ0480
 GQ0480                          SUPERSEDED SURVEY CONTROL
 GQ0480
 GQ0480.No superseded survey control is available for this station.
 GQ0480
 GQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF761383(NAD 83)
 GQ0480_MARKER: DB = BENCH MARK DISK
 GQ0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0480_SP_SET: COPPER-CLAD STEEL ROD
 GQ0480_STAMPING: 151 DOR 1970 5480
 GQ0480_MARK LOGO: USGS  
 GQ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0480
 GQ0480  HISTORY     - Date     Condition        Report By
 GQ0480  HISTORY     - 1970     MONUMENTED       USGS
 GQ0480
 GQ0480                          STATION DESCRIPTION
 GQ0480
 GQ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0480'88.5 KM (55.00 MI) SSE FROM ST GEORGE UT.
 GQ0480'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0480'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0480'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0480'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 9.1 MILES SOUTHWEST, 0.1 MILE
 GQ0480'SOUTHWEST OF A WASH CROSSING, 120 FEET WEST OF THE ROAD, 19 FEET
 GQ0480'SOUTH OF A DIM ROAD AND GATE, 0.5 FEET EAST OF A FENCE.  ROD DEPTH
 GQ0480'UNKNOWN.
 GQ0480'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0622 ***********************************************************************
 DU0622  DESIGNATION -  1510.56
 DU0622  PID         -  DU0622
 DU0622  STATE/COUNTY-  AZ/MARICOPA
 DU0622  USGS QUAD   -  BUCKHORN (1982)
 DU0622
 DU0622                         *CURRENT SURVEY CONTROL
 DU0622  ___________________________________________________________________
 DU0622* NAD 83(1986)-  33 24 55.     (N)    111 38 23.     (W)     SCALED    
 DU0622* NAVD 88     -       460.860  (meters)    1512.00   (feet)  ADJUSTED  
 DU0622  ___________________________________________________________________
 DU0622  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0622  DYNAMIC HT  -         460.310 (meters)    1510.20  (feet)  COMP
 DU0622  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DU0622
 DU0622  VERT ORDER  -  FIRST     CLASS II
 DU0622
 DU0622.The horizontal coordinates were scaled from a topographic map and have
 DU0622.an estimated accuracy of +/- 6 seconds.
 DU0622
 DU0622.The orthometric height was determined by differential leveling
 DU0622.and adjusted by the National Geodetic Survey in June 1991..
 DU0622
 DU0622.The geoid height was determined by GEOID03.
 DU0622
 DU0622.The dynamic height is computed by dividing the NAVD 88
 DU0622.geopotential number by the normal gravity value computed on the
 DU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0622.degrees latitude (g = 980.6199 gals.).
 DU0622
 DU0622.The modeled gravity was interpolated from observed gravity values.
 DU0622
 DU0622;                    North         East    Units  Estimated Accuracy
 DU0622;SPC AZ C     -   267,840.      239,120.      MT  (+/- 180 meters Scaled)
 DU0622
 DU0622                          SUPERSEDED SURVEY CONTROL
 DU0622
 DU0622  NGVD 29 (??/??/92)  460.646  (m)         1511.30   (f) ADJ UNCH    1 2
 DU0622
 DU0622.Superseded values are not recommended for survey control.
 DU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0622.See file dsdata.txt to determine how the superseded data were derived.
 DU0622
 DU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB405975(NAD 83)
 DU0622_MARKER: DD = SURVEY DISK
 DU0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0622_SP_SET: ABUTMENT
 DU0622_STAMPING: 1510.56 558.72
 DU0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0622+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0622
 DU0622  HISTORY     - Date     Condition        Report By
 DU0622  HISTORY     - UNK      MONUMENTED       AZHD
 DU0622  HISTORY     - 1948     GOOD             NGS
 DU0622  HISTORY     - 1981     GOOD             NGS
 DU0622  HISTORY     - 20060904 GOOD             GEOCAC
 DU0622
 DU0622                          STATION DESCRIPTION
 DU0622
 DU0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0622'5.2 MI W FROM APACHE JUNCTION.
 DU0622'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0622'AT THE MAIN ENTRANCE TO THE OASIS AIRPORT, 270 FEET WEST OF THE CENTER
 DU0622'LINE OF THE MAIN ENTRANCE TO AIRPORT, 21.5 FEET NORTH OF THE CENTER
 DU0622'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0622'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0622'HIGHWAY.
 DU0622
 DU0622                          STATION RECOVERY (1981)
 DU0622
 DU0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0622'5.6 KILOMETERS (3.5 MILES) EAST ALONG U.S. HIGHWAY 60, 70 , 80 AND 89
 DU0622'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0622'WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0622'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1
 DU0622'MILE) EAST OF 88TH STREET, 0.2 KILOMETER (0.1 MILE) WEST ACROSS THE
 DU0622'HIGHWAY FROM THE OASIS LOUNGE AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0622'NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANE.
 DU0622'THE MARK IS 0.5 M BELOW THE  HIGHWAY.
 DU0622
 DU0622                          STATION RECOVERY (2006)
 DU0622
 DU0622'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0622'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0066 ***********************************************************************
 EU0066  DESIGNATION -  1512.07
 EU0066  PID         -  EU0066
 EU0066  STATE/COUNTY-  AZ/MOHAVE
 EU0066  USGS QUAD   -  YUCCA (1970)
 EU0066
 EU0066                         *CURRENT SURVEY CONTROL
 EU0066  ___________________________________________________________________
 EU0066* NAD 83(1986)-  34 47 18.     (N)    114 10 10.     (W)     SCALED    
 EU0066* NAVD 88     -       461.83   (+/-2cm)    1515.2    (feet)  VERTCON   
 EU0066  ___________________________________________________________________
 EU0066  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EU0066
 EU0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0066
 EU0066.The horizontal coordinates were scaled from a topographic map and have
 EU0066.an estimated accuracy of +/- 6 seconds.
 EU0066
 EU0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0066.The vertical order pertains to the NGVD 29 superseded value.
 EU0066
 EU0066.The geoid height was determined by GEOID03.
 EU0066
 EU0066;                    North         East    Units  Estimated Accuracy
 EU0066;SPC AZ W     -   420,190.      174,970.      MT  (+/- 180 meters Scaled)
 EU0066
 EU0066                          SUPERSEDED SURVEY CONTROL
 EU0066
 EU0066  NGVD 29 (??/??/??)  461.110  (m)         1512.83   (f) ADJUSTED    2 0
 EU0066
 EU0066.Superseded values are not recommended for survey control.
 EU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0066.See file dsdata.txt to determine how the superseded data were derived.
 EU0066
 EU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU589532(NAD 83)
 EU0066_MARKER: DD = SURVEY DISK
 EU0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0066_SP_SET: CULVERT
 EU0066_STAMPING: 1512.07 1025X80 1951
 EU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0066
 EU0066  HISTORY     - Date     Condition        Report By
 EU0066  HISTORY     - 1951     MONUMENTED       AZHD
 EU0066  HISTORY     - 1961     GOOD             NGS
 EU0066  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0066  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0066
 EU0066                          STATION DESCRIPTION
 EU0066
 EU0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0066'6.8 MI SW FROM YUCCA.
 EU0066'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0066'YUCCA, THENCE 6.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, ABOUT
 EU0066'0.15 MILES SOUTHWEST OF THE JUNCTION OF THE ROAD NORTH TO
 EU0066'HAVILAND, SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST
 EU0066'HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTHEAST
 EU0066'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 5 FEET BELOW THE
 EU0066'LEVEL OF THE HIGHWAY.
 EU0066
 EU0066                          STATION RECOVERY (1970)
 EU0066
 EU0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0066'MARK NOT FOUND.
 EU0066
 EU0066                          STATION RECOVERY (1981)
 EU0066
 EU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0066'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0529 ***********************************************************************
 DU0529  DESIGNATION -  1513.65
 DU0529  PID         -  DU0529
 DU0529  STATE/COUNTY-  AZ/PINAL
 DU0529  USGS QUAD   -  FLORENCE (1981)
 DU0529
 DU0529                         *CURRENT SURVEY CONTROL
 DU0529  ___________________________________________________________________
 DU0529* NAD 83(1986)-  33 01 06.     (N)    111 23 16.     (W)     SCALED    
 DU0529* NAVD 88     -       461.91   (+/-2cm)    1515.4    (feet)  VERTCON   
 DU0529  ___________________________________________________________________
 DU0529  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0529
 DU0529  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0529
 DU0529.The horizontal coordinates were scaled from a topographic map and have
 DU0529.an estimated accuracy of +/- 6 seconds.
 DU0529
 DU0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0529.The vertical order pertains to the NGVD 29 superseded value.
 DU0529
 DU0529.The geoid height was determined by GEOID03.
 DU0529
 DU0529;                    North         East    Units  Estimated Accuracy
 DU0529;SPC AZ C     -   223,910.      262,770.      MT  (+/- 180 meters Scaled)
 DU0529
 DU0529                          SUPERSEDED SURVEY CONTROL
 DU0529
 DU0529  NGVD 29 (??/??/92)  461.351  (m)         1513.62   (f) ADJ UNCH    1 2
 DU0529
 DU0529.Superseded values are not recommended for survey control.
 DU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0529.See file dsdata.txt to determine how the superseded data were derived.
 DU0529
 DU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637533(NAD 83)
 DU0529_MARKER: DD = SURVEY DISK
 DU0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0529_SP_SET: CULVERT
 DU0529_STAMPING: 1513.65
 DU0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0529
 DU0529  HISTORY     - Date     Condition        Report By
 DU0529  HISTORY     - UNK      MONUMENTED       AZHD
 DU0529  HISTORY     - 1967     GOOD             NGS
 DU0529  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0529
 DU0529                          STATION DESCRIPTION
 DU0529
 DU0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0529'1.2 MI SW FROM FLORENCE.
 DU0529'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0529'FLORENCE, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 287, IN S 11, T 5
 DU0529'S, R 9 E, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DU0529'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A CULVERT, AND
 DU0529'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DU0529
 DU0529                          STATION RECOVERY (1992)
 DU0529
 DU0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0038 ***********************************************************************
 CZ0038  DESIGNATION -  151+44.78
 CZ0038  PID         -  CZ0038
 CZ0038  STATE/COUNTY-  AZ/PIMA
 CZ0038  USGS QUAD   -  TUCSON (1992)
 CZ0038
 CZ0038                         *CURRENT SURVEY CONTROL
 CZ0038  ___________________________________________________________________
 CZ0038* NAD 83(1986)-  32 14 16.     (N)    110 59 05.     (W)     SCALED    
 CZ0038* NAVD 88     -       710.700  (meters)    2331.69   (feet)  ADJUSTED  
 CZ0038  ___________________________________________________________________
 CZ0038  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0038  DYNAMIC HT  -         709.729 (meters)    2328.50  (feet)  COMP
 CZ0038  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 CZ0038
 CZ0038  VERT ORDER  -  FIRST     CLASS II
 CZ0038
 CZ0038.The horizontal coordinates were scaled from a topographic map and have
 CZ0038.an estimated accuracy of +/- 6 seconds.
 CZ0038
 CZ0038.The orthometric height was determined by differential leveling
 CZ0038.and adjusted by the National Geodetic Survey in June 1991..
 CZ0038
 CZ0038.The geoid height was determined by GEOID03.
 CZ0038
 CZ0038.The dynamic height is computed by dividing the NAVD 88
 CZ0038.geopotential number by the normal gravity value computed on the
 CZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0038.degrees latitude (g = 980.6199 gals.).
 CZ0038
 CZ0038.The modeled gravity was interpolated from observed gravity values.
 CZ0038
 CZ0038;                    North         East    Units  Estimated Accuracy
 CZ0038;SPC AZ C     -   137,610.      301,190.      MT  (+/- 180 meters Scaled)
 CZ0038
 CZ0038                          SUPERSEDED SURVEY CONTROL
 CZ0038
 CZ0038  NGVD 29 (??/??/92)  710.033  (m)         2329.50   (f) ADJ UNCH    1 2
 CZ0038
 CZ0038.Superseded values are not recommended for survey control.
 CZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0038.See file dsdata.txt to determine how the superseded data were derived.
 CZ0038
 CZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA014667(NAD 83)
 CZ0038_MARKER: DD = SURVEY DISK
 CZ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0038_SP_SET: CULVERT
 CZ0038_STAMPING: 2330.32 1951 SB 151+44.78
 CZ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0038
 CZ0038  HISTORY     - Date     Condition        Report By
 CZ0038  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0038  HISTORY     - 1951     GOOD             NGS
 CZ0038  HISTORY     - 1960     GOOD             NGS
 CZ0038  HISTORY     - 1980     GOOD             NGS
 CZ0038
 CZ0038                          STATION DESCRIPTION
 CZ0038
 CZ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0038'2.0 MI NW FROM TUCSON.
 CZ0038'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0038'STATION AT TUCSON, THENCE 1.1 MILE N ALONG TUCSON ACCESS FREEWAY, 0.1
 CZ0038'MILE NORTH OF INTERSECTION OF TUCSON ACCESS FREEWAY WITH W. SPEEDWAY,
 CZ0038'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEADWALL OF A
 CZ0038'LARGE CONCRETE HIGHWAY CULVERT, 31 1/2 FEET SOUTHWEST OF THE HIGHWAY
 CZ0038'CENTERLINE, AND ABOUT 1 FOOT LOWER THAN HIGHWAY.
 CZ0038
 CZ0038                          STATION RECOVERY (1960)
 CZ0038
 CZ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0038'RECOVERED IN GOOD CONDITION.
 CZ0038
 CZ0038                          STATION RECOVERY (1980)
 CZ0038
 CZ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0038'0.2 KILOMETER (0.15 MILE) NORTH ALONG INTERSTATE HIGHWAY 10 FROM
 CZ0038'THE WEST SPEEDWAY BRIDGE, AT THE SOUTHBOUND OFF-RAMP TO WEST
 CZ0038'SPEEDWAY, IN THE TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE BOX
 CZ0038'CULVERT, 14.0 METERS (46 FEET) WEST OF THE WEST OFF-RAMP CURB.
 CZ0038'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0051 ***********************************************************************
 FS0051  DESIGNATION -  1515.66
 FS0051  PID         -  FS0051
 FS0051  STATE/COUNTY-  AZ/MOHAVE
 FS0051  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0051
 FS0051                         *CURRENT SURVEY CONTROL
 FS0051  ___________________________________________________________________
 FS0051* NAD 83(1986)-  35 59 27.     (N)    114 42 57.     (W)     SCALED    
 FS0051* NAVD 88     -       461.707  (meters)    1514.78   (feet)  POSTED    
 FS0051  ___________________________________________________________________
 FS0051  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0051  DYNAMIC HT  -         461.250 (meters)    1513.28  (feet)  COMP
 FS0051  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 FS0051
 FS0051  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0051
 FS0051.The horizontal coordinates were scaled from a topographic map and have
 FS0051.an estimated accuracy of +/- 6 seconds.
 FS0051
 FS0051.The orthometric height was determined by differential leveling
 FS0051.and adjusted by the National Geodetic Survey in 1992..
 FS0051.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0051.rate of 2.1 thru 3.0 mm/km.
 FS0051
 FS0051.The geoid height was determined by GEOID03.
 FS0051
 FS0051.The dynamic height is computed by dividing the NAVD 88
 FS0051.geopotential number by the normal gravity value computed on the
 FS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0051.degrees latitude (g = 980.6199 gals.).
 FS0051
 FS0051.The modeled gravity was interpolated from observed gravity values.
 FS0051
 FS0051;                    North         East    Units  Estimated Accuracy
 FS0051;SPC AZ W     -   553,950.      126,270.      MT  (+/- 180 meters Scaled)
 FS0051
 FS0051                          SUPERSEDED SURVEY CONTROL
 FS0051
 FS0051  NGVD 29 (??/??/92)  460.991  (m)         1512.43   (f) ADJ UNCH    1 1
 FS0051
 FS0051.Superseded values are not recommended for survey control.
 FS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0051.See file dsdata.txt to determine how the superseded data were derived.
 FS0051
 FS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV059853(NAD 83)
 FS0051_MARKER: DD = SURVEY DISK
 FS0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0051_SP_SET: CULVERT
 FS0051_STAMPING: 2986.28 1515.66
 FS0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0051
 FS0051  HISTORY     - Date     Condition        Report By
 FS0051  HISTORY     - UNK      MONUMENTED       BPR
 FS0051  HISTORY     - 1950     GOOD             NGS
 FS0051  HISTORY     - 1963     GOOD             NGS
 FS0051  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0051
 FS0051                          STATION DESCRIPTION
 FS0051
 FS0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0051'2.8 MI SE FROM HOOVER DAM.
 FS0051'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0051'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTH OF MILEPOST 3, AT A
 FS0051'24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE SOUTHEAST
 FS0051'END OF THE NORTHEAST CONCRETE HEAD WALL, 13.0 FEET NORTHEAST
 FS0051'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN
 FS0051'THE HIGHWAY.
 FS0051
 FS0051                          STATION RECOVERY (1963)
 FS0051
 FS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0051'RECOVERED IN GOOD CONDITION.
 FS0051
 FS0051                          STATION RECOVERY (1981)
 FS0051
 FS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0278 ***********************************************************************
 FS0278  DESIGNATION -  1517+80
 FS0278  PID         -  FS0278
 FS0278  STATE/COUNTY-  AZ/MOHAVE
 FS0278  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0278
 FS0278                         *CURRENT SURVEY CONTROL
 FS0278  ___________________________________________________________________
 FS0278* NAD 83(1986)-  35 43 36.     (N)    114 29 25.     (W)     SCALED    
 FS0278* NAVD 88     -       735.600  (meters)    2413.38   (feet)  POSTED    
 FS0278  ___________________________________________________________________
 FS0278  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0278  DYNAMIC HT  -         734.810 (meters)    2410.79  (feet)  COMP
 FS0278  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 FS0278
 FS0278  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0278
 FS0278.The horizontal coordinates were scaled from a topographic map and have
 FS0278.an estimated accuracy of +/- 6 seconds.
 FS0278
 FS0278.The orthometric height was determined by differential leveling
 FS0278.and adjusted by the National Geodetic Survey in 1992..
 FS0278.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0278.rate of 1.1 thru 2.0 mm/km.
 FS0278
 FS0278.The geoid height was determined by GEOID03.
 FS0278
 FS0278.The dynamic height is computed by dividing the NAVD 88
 FS0278.geopotential number by the normal gravity value computed on the
 FS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0278.degrees latitude (g = 980.6199 gals.).
 FS0278
 FS0278.The modeled gravity was interpolated from observed gravity values.
 FS0278
 FS0278;                    North         East    Units  Estimated Accuracy
 FS0278;SPC AZ W     -   524,460.      146,390.      MT  (+/- 180 meters Scaled)
 FS0278
 FS0278                          SUPERSEDED SURVEY CONTROL
 FS0278
 FS0278  NGVD 29 (??/??/92)  734.910  (m)         2411.12   (f) ADJ UNCH    1 1
 FS0278
 FS0278.Superseded values are not recommended for survey control.
 FS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0278.See file dsdata.txt to determine how the superseded data were derived.
 FS0278
 FS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV269565(NAD 83)
 FS0278_MARKER: DD = SURVEY DISK
 FS0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0278_SP_SET: CULVERT
 FS0278_STAMPING: 1517+80 2412.54 1936
 FS0278_MARK LOGO: AZHD  
 FS0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0278
 FS0278  HISTORY     - Date     Condition        Report By
 FS0278  HISTORY     - 1936     MONUMENTED       AZHD
 FS0278  HISTORY     - 1949     GOOD             NGS
 FS0278  HISTORY     - 1982     GOOD             NGS
 FS0278  HISTORY     - 19870223 GOOD             USPSQD
 FS0278
 FS0278                          STATION DESCRIPTION
 FS0278
 FS0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0278'26.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0278'26.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0278'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 26.4 MILES SOUTHEAST
 FS0278'OF HOOVER DAM, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0278'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD
 FS0278'WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0278'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0278
 FS0278                          STATION RECOVERY (1982)
 FS0278
 FS0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0278'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0278
 FS0278                          STATION RECOVERY (1987)
 FS0278
 FS0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1229 ***********************************************************************
 CZ1229  DESIGNATION -  1518.8
 CZ1229  PID         -  CZ1229
 CZ1229  STATE/COUNTY-  AZ/PINAL
 CZ1229  USGS QUAD   -  VAIVA VO (1993)
 CZ1229
 CZ1229                         *CURRENT SURVEY CONTROL
 CZ1229  ___________________________________________________________________
 CZ1229* NAD 83(1986)-  32 38 21.     (N)    111 56 46.     (W)     SCALED    
 CZ1229* NAVD 88     -       463.51   (+/-2cm)    1520.7    (feet)  VERTCON   
 CZ1229  ___________________________________________________________________
 CZ1229  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1229
 CZ1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1229
 CZ1229.The horizontal coordinates were scaled from a topographic map and have
 CZ1229.an estimated accuracy of +/- 6 seconds.
 CZ1229
 CZ1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1229.The vertical order pertains to the NGVD 29 superseded value.
 CZ1229
 CZ1229.The geoid height was determined by GEOID03.
 CZ1229
 CZ1229;                    North         East    Units  Estimated Accuracy
 CZ1229;SPC AZ C     -   181,740.      210,600.      MT  (+/- 180 meters Scaled)
 CZ1229
 CZ1229                          SUPERSEDED SURVEY CONTROL
 CZ1229
 CZ1229  NGVD 29 (??/??/92)  462.912  (m)         1518.74   (f) ADJ UNCH    2 0
 CZ1229
 CZ1229.Superseded values are not recommended for survey control.
 CZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1229.See file dsdata.txt to determine how the superseded data were derived.
 CZ1229
 CZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB112116(NAD 83)
 CZ1229_MARKER: B = BOLT
 CZ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1229+STABILITY: SURFACE MOTION
 CZ1229
 CZ1229  HISTORY     - Date     Condition        Report By
 CZ1229  HISTORY     - UNK      MONUMENTED       USGS
 CZ1229  HISTORY     - 1951     GOOD             NGS
 CZ1229
 CZ1229                          STATION DESCRIPTION
 CZ1229
 CZ1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1229'5.3 MI S FROM COCKLEBUR.
 CZ1229'5.3 MILES SOUTH ALONG A TRACK ROAD FROM THE WATER WELL AT THE INDIAN
 CZ1229'VILLAGE OF COCKLEBUR, 5.8 MILES NORTH OF THE WINDMILL AT QUAJOTE, IN A
 CZ1229'CLEARING, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 CZ1229'EAST OF A WITNESS POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 CZ1229'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND, AND ABOUT LEVEL WITH THE
 CZ1229'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0751 ***********************************************************************
 FR0751  DESIGNATION -  152 0
 FR0751  PID         -  FR0751
 FR0751  STATE/COUNTY-  AZ/YAVAPAI
 FR0751  USGS QUAD   -  AUDLEY (1980)
 FR0751
 FR0751                         *CURRENT SURVEY CONTROL
 FR0751  ___________________________________________________________________
 FR0751* NAD 83(1986)-  35 24 29.     (N)    113 01 47.     (W)     SCALED    
 FR0751* NAVD 88     -      1568.369  (meters)    5145.56   (feet)  ADJUSTED  
 FR0751  ___________________________________________________________________
 FR0751  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0751  DYNAMIC HT  -        1566.340 (meters)    5138.90  (feet)  COMP
 FR0751  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 FR0751
 FR0751  VERT ORDER  -  FIRST     CLASS II
 FR0751
 FR0751.The horizontal coordinates were scaled from a topographic map and have
 FR0751.an estimated accuracy of +/- 6 seconds.
 FR0751
 FR0751.The orthometric height was determined by differential leveling
 FR0751.and adjusted by the National Geodetic Survey in June 1991..
 FR0751
 FR0751.The geoid height was determined by GEOID03.
 FR0751
 FR0751.The dynamic height is computed by dividing the NAVD 88
 FR0751.geopotential number by the normal gravity value computed on the
 FR0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0751.degrees latitude (g = 980.6199 gals.).
 FR0751
 FR0751.The modeled gravity was interpolated from observed gravity values.
 FR0751
 FR0751;                    North         East    Units  Estimated Accuracy
 FR0751;SPC AZ C     -   489,410.      112,270.      MT  (+/- 180 meters Scaled)
 FR0751
 FR0751                          SUPERSEDED SURVEY CONTROL
 FR0751
 FR0751.No superseded survey control is available for this station.
 FR0751
 FR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE156201(NAD 83)
 FR0751_MARKER: DB = BENCH MARK DISK
 FR0751_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0751_SP_SET: COPPER-CLAD STEEL ROD
 FR0751_STAMPING: 152-0 1966
 FR0751_MARK LOGO: USGS  
 FR0751_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0751
 FR0751  HISTORY     - Date     Condition        Report By
 FR0751  HISTORY     - 1966     MONUMENTED       USGS
 FR0751  HISTORY     - 1982     GOOD             NGS
 FR0751
 FR0751                          STATION DESCRIPTION
 FR0751
 FR0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0751'18.0 KM (11.2 MI) NW FROM SELIGMAN.
 FR0751'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0751'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 4.8 KM (3.0 MI)
 FR0751'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0751'130, 0.3 KM (0.2 MI) NORTH OF THE DOUBLE CULVERT UNDER THE RAILROAD AT
 FR0751'AUDLEY SIDING, 0.2 KM (0.1 MI) WEST OF A HIGHWAY CULVERT AND A LARGE
 FR0751'TANK, THREE POLES NORTHWEST OF A PIPE LINE SIGN, ON TOP OF A SMALL
 FR0751'RISE, 152. METERS (500 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0751'121.8 METERS (400 FT) SOUTHWEST OF A WITNESS POST IN A FENCE LINE, 2.1
 FR0751'METERS (7 FT) WEST OF TELEPHONE POLE 1413.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1239 ***********************************************************************
 DU1239  DESIGNATION -  152 DOR
 DU1239  PID         -  DU1239
 DU1239  STATE/COUNTY-  AZ/GILA
 DU1239  USGS QUAD   -  CEDAR CREEK (1978)
 DU1239
 DU1239                         *CURRENT SURVEY CONTROL
 DU1239  ___________________________________________________________________
 DU1239* NAD 83(1986)-  33 52 31.     (N)    110 10 36.     (W)     SCALED    
 DU1239* NAVD 88     -      1515.916  (meters)    4973.47   (feet)  ADJUSTED  
 DU1239  ___________________________________________________________________
 DU1239  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DU1239  DYNAMIC HT  -        1513.750 (meters)    4966.36  (feet)  COMP
 DU1239  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 DU1239
 DU1239  VERT ORDER  -  FIRST     CLASS II
 DU1239
 DU1239.The horizontal coordinates were scaled from a topographic map and have
 DU1239.an estimated accuracy of +/- 6 seconds.
 DU1239
 DU1239.The orthometric height was determined by differential leveling
 DU1239.and adjusted by the National Geodetic Survey in June 1991..
 DU1239
 DU1239.The geoid height was determined by GEOID03.
 DU1239
 DU1239.The dynamic height is computed by dividing the NAVD 88
 DU1239.geopotential number by the normal gravity value computed on the
 DU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1239.degrees latitude (g = 980.6199 gals.).
 DU1239
 DU1239.The modeled gravity was interpolated from observed gravity values.
 DU1239
 DU1239;                    North         East    Units  Estimated Accuracy
 DU1239;SPC AZ E     -   318,820.      212,440.      MT  (+/- 180 meters Scaled)
 DU1239
 DU1239                          SUPERSEDED SURVEY CONTROL
 DU1239
 DU1239.No superseded survey control is available for this station.
 DU1239
 DU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC761486(NAD 83)
 DU1239_MARKER: DB = BENCH MARK DISK
 DU1239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1239_SP_SET: COPPER-CLAD STEEL ROD
 DU1239_STAMPING: 4971 152 DOR 1965
 DU1239_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1239
 DU1239  HISTORY     - Date     Condition        Report By
 DU1239  HISTORY     - 1965     MONUMENTED       USGS
 DU1239  HISTORY     - 1979     GOOD             NGS
 DU1239
 DU1239                          STATION DESCRIPTION
 DU1239
 DU1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1239'11.2 MI SE FROM CARRIZO JUNCTION.
 DU1239'11.25 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1239'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.5 MILE SOUTHEAST OF HIGHWAY
 DU1239'MILE MARKER 321, 89.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1239'14.1 FEET NORTH OF TELEPHONE POLE 3350 AND 2.9 FEET NORTHWEST OF A
 DU1239'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1239'RODS WERE DRIVEN TO REFUSAL.
 DU1239'THE MARK IS 1.1 FT  NW FROM A WITNESS POST.
 DU1239'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0481 ***********************************************************************
 GQ0481  DESIGNATION -  152 DOR
 GQ0481  PID         -  GQ0481
 GQ0481  STATE/COUNTY-  AZ/MOHAVE
 GQ0481  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0481
 GQ0481                         *CURRENT SURVEY CONTROL
 GQ0481  ___________________________________________________________________
 GQ0481* NAD 83(1986)-  36 27 27.     (N)    113 30 52.     (W)     SCALED    
 GQ0481* NAVD 88     -      1692.696  (meters)    5553.45   (feet)  POSTED    
 GQ0481  ___________________________________________________________________
 GQ0481  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 GQ0481  DYNAMIC HT  -        1690.670 (meters)    5546.81  (feet)  COMP
 GQ0481  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 GQ0481
 GQ0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0481
 GQ0481.The horizontal coordinates were scaled from a topographic map and have
 GQ0481.an estimated accuracy of +/- 6 seconds.
 GQ0481
 GQ0481.The orthometric height was determined by differential leveling
 GQ0481.and adjusted by the National Geodetic Survey in 1992..
 GQ0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0481.rate of 0.0 thru 1.0 mm/km.
 GQ0481
 GQ0481.The geoid height was determined by GEOID03.
 GQ0481
 GQ0481.The dynamic height is computed by dividing the NAVD 88
 GQ0481.geopotential number by the normal gravity value computed on the
 GQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0481.degrees latitude (g = 980.6199 gals.).
 GQ0481
 GQ0481.The modeled gravity was interpolated from observed gravity values.
 GQ0481
 GQ0481;                    North         East    Units  Estimated Accuracy
 GQ0481;SPC AZ W     -   605,320.      234,470.      MT  (+/- 180 meters Scaled)
 GQ0481
 GQ0481                          SUPERSEDED SURVEY CONTROL
 GQ0481
 GQ0481.No superseded survey control is available for this station.
 GQ0481
 GQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF746376(NAD 83)
 GQ0481_MARKER: DB = BENCH MARK DISK
 GQ0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0481_SP_SET: COPPER-CLAD STEEL ROD
 GQ0481_STAMPING: 152 DOR 1970 5550
 GQ0481_MARK LOGO: USGS  
 GQ0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0481
 GQ0481  HISTORY     - Date     Condition        Report By
 GQ0481  HISTORY     - 1970     MONUMENTED       USGS
 GQ0481
 GQ0481                          STATION DESCRIPTION
 GQ0481
 GQ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0481'90.3 KM (56.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0481'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0481'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0481'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0481'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 10.2 MILES SOUTHWEST TO A
 GQ0481'Y-ROAD SOUTHEAST, 0.1 MILE NORTHWEST OF A RESEVOIR, 24 FEET EAST OF
 GQ0481'THE ROAD, 1.5 FEET EAST OF THE MUSTANG RESEVOIR SIGN.  ROD DEPTH
 GQ0481'UNKNOWN.
 GQ0481'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1345 ***********************************************************************
 DU1345  DESIGNATION -  1521.04
 DU1345  PID         -  DU1345
 DU1345  STATE/COUNTY-  AZ/MARICOPA
 DU1345  USGS QUAD   -  BUCKHORN (1982)
 DU1345
 DU1345                         *CURRENT SURVEY CONTROL
 DU1345  ___________________________________________________________________
 DU1345* NAD 83(1986)-  33 29 48.     (N)    111 41 02.     (W)     SCALED    
 DU1345* NAVD 88     -       464.23   (+/-2cm)    1523.1    (feet)  VERTCON   
 DU1345  ___________________________________________________________________
 DU1345  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1345
 DU1345  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1345
 DU1345.The horizontal coordinates were scaled from a topographic map and have
 DU1345.an estimated accuracy of +/- 6 seconds.
 DU1345
 DU1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1345.The vertical order pertains to the NGVD 29 superseded value.
 DU1345
 DU1345.The geoid height was determined by GEOID03.
 DU1345
 DU1345;                    North         East    Units  Estimated Accuracy
 DU1345;SPC AZ C     -   276,860.      234,990.      MT  (+/- 180 meters Scaled)
 DU1345
 DU1345                          SUPERSEDED SURVEY CONTROL
 DU1345
 DU1345  NGVD 29 (??/??/92)  463.643  (m)         1521.14   (f) ADJ UNCH    1 1
 DU1345
 DU1345.Superseded values are not recommended for survey control.
 DU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1345.See file dsdata.txt to determine how the superseded data were derived.
 DU1345
 DU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364065(NAD 83)
 DU1345_MARKER: DD = SURVEY DISK
 DU1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1345_SP_SET: CULVERT
 DU1345_STAMPING: 1521.04 176+39
 DU1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1345
 DU1345  HISTORY     - Date     Condition        Report By
 DU1345  HISTORY     - UNK      MONUMENTED       AZHD
 DU1345  HISTORY     - 1975     GOOD             NGS
 DU1345
 DU1345                          STATION DESCRIPTION
 DU1345
 DU1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1345'14.25 MI NE FROM MESA.
 DU1345'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1345'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 3.4 MILES TO
 DU1345'MCDOWELL RD., CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL RD. FOR 2.15
 DU1345'MILES TO STATION ON THE RIGHT (EAST).  THE STATION IS A AHD BRASS DISK
 DU1345'25 FEET EAST OF THE CENTERLINE OF BUSH HWY. AND IS SET IN THE TOP AND
 DU1345'CENTER OF A CONCRETE CULVERT HEADWALL ABOUT 6 FEET BELOW THE ROAD
 DU1345'LEVEL.  SECTION 19, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0621 ***********************************************************************
 DU0621  DESIGNATION -  1521.38
 DU0621  PID         -  DU0621
 DU0621  STATE/COUNTY-  AZ/MARICOPA
 DU0621  USGS QUAD   -  BUCKHORN (1982)
 DU0621
 DU0621                         *CURRENT SURVEY CONTROL
 DU0621  ___________________________________________________________________
 DU0621* NAD 83(1986)-  33 24 54.     (N)    111 38 04.     (W)     SCALED    
 DU0621* NAVD 88     -       464.52   (+/-2cm)    1524.0    (feet)  VERTCON   
 DU0621  ___________________________________________________________________
 DU0621  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0621
 DU0621  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0621
 DU0621.The horizontal coordinates were scaled from a topographic map and have
 DU0621.an estimated accuracy of +/- 6 seconds.
 DU0621
 DU0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0621.The vertical order pertains to the NGVD 29 superseded value.
 DU0621
 DU0621.The geoid height was determined by GEOID03.
 DU0621
 DU0621;                    North         East    Units  Estimated Accuracy
 DU0621;SPC AZ C     -   267,810.      239,610.      MT  (+/- 180 meters Scaled)
 DU0621
 DU0621                          SUPERSEDED SURVEY CONTROL
 DU0621
 DU0621  NGVD 29 (??/??/92)  463.958  (m)         1522.17   (f) ADJ UNCH    1 2
 DU0621
 DU0621.Superseded values are not recommended for survey control.
 DU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0621.See file dsdata.txt to determine how the superseded data were derived.
 DU0621
 DU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410974(NAD 83)
 DU0621_MARKER: DD = SURVEY DISK
 DU0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0621_SP_SET: ABUTMENT
 DU0621_STAMPING: 1521.38 574.20
 DU0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0621+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0621
 DU0621  HISTORY     - Date     Condition        Report By
 DU0621  HISTORY     - UNK      MONUMENTED       AZHD
 DU0621  HISTORY     - 1948     GOOD             NGS
 DU0621  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DU0621  HISTORY     - 20021112 GOOD             MCDOT
 DU0621  HISTORY     - 20060904 GOOD             GEOCAC
 DU0621
 DU0621                          STATION DESCRIPTION
 DU0621
 DU0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0621'4.9 MI W FROM APACHE JUNCTION.
 DU0621'ABOUT 4.9 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0621'AT THE EAST END OF THE OASIS AIRPORT, 21.5 FEET NORTH OF THE CENTER
 DU0621'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0621'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0621'HIGHWAY.
 DU0621
 DU0621                          STATION RECOVERY (1981)
 DU0621
 DU0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0621'6.1 KILOMETERS (3.8 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0621'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0621'WEST ABUTMENT FOR A 1.8 X 1 METER (6 X 3 FEET) BOX CULVERT WITH A
 DU0621'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.25 KILOMETER
 DU0621'(0.15 MILE) WEST OF ELLSWORTH ROAD AND 5.0 METERS (16.5 FEET) NORTH
 DU0621'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES. NOTE
 DU0621'WOODEN HEADWALL HANGS OVER THE MARK SO THAT IT IS INACCESSIBLE AND
 DU0621'NOT LEVELLED TO IN 1981.
 DU0621'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0621
 DU0621                          STATION RECOVERY (2002)
 DU0621
 DU0621'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0621'ELEVATION CHECK WITHIN 0.06 FT USING GDACS VERTICAL ADJUSTMENT. THE
 DU0621'PUBLISHED HORIZONTAL POSITION IS OUT BY 64.2 FT NORTH AND -133.8 FT
 DU0621'EAST. THE CORRECTED POSITION IS 33 24 54.63849 N   111 38 05.57642 W
 DU0621'IN GRS80 AS MEASURED FROM 1CO1 USING RTK.
 DU0621
 DU0621                          STATION RECOVERY (2006)
 DU0621
 DU0621'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0621'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0533 ***********************************************************************
 DU0533  DESIGNATION -  1524.07
 DU0533  PID         -  DU0533
 DU0533  STATE/COUNTY-  AZ/PINAL
 DU0533  USGS QUAD   -  FLORENCE (1981)
 DU0533
 DU0533                         *CURRENT SURVEY CONTROL
 DU0533  ___________________________________________________________________
 DU0533* NAD 83(1986)-  33 01 17.     (N)    111 22 56.     (W)     SCALED    
 DU0533* NAVD 88     -       465.09   (+/-2cm)    1525.9    (feet)  VERTCON   
 DU0533  ___________________________________________________________________
 DU0533  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0533
 DU0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0533
 DU0533.The horizontal coordinates were scaled from a topographic map and have
 DU0533.an estimated accuracy of +/- 6 seconds.
 DU0533
 DU0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0533.The vertical order pertains to the NGVD 29 superseded value.
 DU0533
 DU0533.The geoid height was determined by GEOID03.
 DU0533
 DU0533;                    North         East    Units  Estimated Accuracy
 DU0533;SPC AZ C     -   224,250.      263,290.      MT  (+/- 180 meters Scaled)
 DU0533
 DU0533                          SUPERSEDED SURVEY CONTROL
 DU0533
 DU0533  NGVD 29 (??/??/92)  464.533  (m)         1524.06   (f) ADJ UNCH    1 2
 DU0533
 DU0533.Superseded values are not recommended for survey control.
 DU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0533.See file dsdata.txt to determine how the superseded data were derived.
 DU0533
 DU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB643537(NAD 83)
 DU0533_MARKER: DD = SURVEY DISK
 DU0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0533_SP_SET: CULVERT
 DU0533_STAMPING: 1524.07
 DU0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0533
 DU0533  HISTORY     - Date     Condition        Report By
 DU0533  HISTORY     - UNK      MONUMENTED       AZHD
 DU0533  HISTORY     - 1967     GOOD             NGS
 DU0533  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0533
 DU0533                          STATION DESCRIPTION
 DU0533
 DU0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0533'0.9 MI S FROM FLORENCE.
 DU0533'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0533'FLORENCE, IN S 2, T 5 S, R 9 E, AT THE Y JUNCTION OF STATE HIGHWAY 287
 DU0533'AND U.S. HIGHWAY 89, 93 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 DU0533'89 BUSINESS ROUTE, 30 FEET NORTHWEST OF THE CENTER LINE OF STATE
 DU0533'HIGHWAY 287, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 DU0533'HEAD WALL OF A CULVERT UNDER STATE HIGHWAY 287, AND ABOUT 1 1/2 FEET
 DU0533'BELOW THE LEVEL OF THE HIGHWAY.
 DU0533
 DU0533                          STATION RECOVERY (1992)
 DU0533
 DU0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0620 ***********************************************************************
 DU0620  DESIGNATION -  1524.56
 DU0620  PID         -  DU0620
 DU0620  STATE/COUNTY-  AZ/MARICOPA
 DU0620  USGS QUAD   -  BUCKHORN (1982)
 DU0620
 DU0620                         *CURRENT SURVEY CONTROL
 DU0620  ___________________________________________________________________
 DU0620* NAD 83(1986)-  33 24 57.     (N)    111 37 57.     (W)     SCALED    
 DU0620* NAVD 88     -       465.50   (+/-2cm)    1527.2    (feet)  VERTCON   
 DU0620  ___________________________________________________________________
 DU0620  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0620
 DU0620  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0620
 DU0620.The horizontal coordinates were scaled from a topographic map and have
 DU0620.an estimated accuracy of +/- 6 seconds.
 DU0620
 DU0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0620.The vertical order pertains to the NGVD 29 superseded value.
 DU0620
 DU0620.The geoid height was determined by GEOID03.
 DU0620
 DU0620;                    North         East    Units  Estimated Accuracy
 DU0620;SPC AZ C     -   267,900.      239,790.      MT  (+/- 180 meters Scaled)
 DU0620
 DU0620                          SUPERSEDED SURVEY CONTROL
 DU0620
 DU0620  NGVD 29 (??/??/92)  464.933  (m)         1525.37   (f) ADJ UNCH    1 2
 DU0620
 DU0620.Superseded values are not recommended for survey control.
 DU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0620.See file dsdata.txt to determine how the superseded data were derived.
 DU0620
 DU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB411975(NAD 83)
 DU0620_MARKER: DD = SURVEY DISK
 DU0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0620_STAMPING: 1524.56 580.84
 DU0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0620+STABILITY: SURFACE MOTION
 DU0620
 DU0620  HISTORY     - Date     Condition        Report By
 DU0620  HISTORY     - UNK      MONUMENTED       AZHD
 DU0620  HISTORY     - 1948     GOOD             NGS
 DU0620  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0620  HISTORY     - 20021112 MARK NOT FOUND   MCDOT
 DU0620
 DU0620                          STATION DESCRIPTION
 DU0620
 DU0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0620'4.8 MI W FROM APACHE JUNCTION.
 DU0620'ABOUT 4.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0620'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49.0 FEET SOUTHWEST
 DU0620'OF MILEPOST NO. 191, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DU0620'INCHES.
 DU0620
 DU0620                          STATION RECOVERY (1980)
 DU0620
 DU0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0620'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0620
 DU0620                          STATION RECOVERY (2002)
 DU0620
 DU0620'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0620'SEARCH FOR NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0619 ***********************************************************************
 DU0619  DESIGNATION -  1525.98
 DU0619  PID         -  DU0619
 DU0619  STATE/COUNTY-  AZ/MARICOPA
 DU0619  USGS QUAD   -  BUCKHORN (1982)
 DU0619
 DU0619                         *CURRENT SURVEY CONTROL
 DU0619  ___________________________________________________________________
 DU0619* NAD 83(1986)-  33 24 57.     (N)    111 37 57.     (W)     SCALED    
 DU0619* NAVD 88     -       465.93   (+/-2cm)    1528.6    (feet)  VERTCON   
 DU0619  ___________________________________________________________________
 DU0619  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0619
 DU0619  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0619
 DU0619.The horizontal coordinates were scaled from a topographic map and have
 DU0619.an estimated accuracy of +/- 6 seconds.
 DU0619
 DU0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0619.The vertical order pertains to the NGVD 29 superseded value.
 DU0619
 DU0619.The geoid height was determined by GEOID03.
 DU0619
 DU0619;                    North         East    Units  Estimated Accuracy
 DU0619;SPC AZ C     -   267,900.      239,790.      MT  (+/- 180 meters Scaled)
 DU0619
 DU0619                          SUPERSEDED SURVEY CONTROL
 DU0619
 DU0619  NGVD 29 (??/??/92)  465.368  (m)         1526.79   (f) ADJ UNCH    1 2
 DU0619
 DU0619.Superseded values are not recommended for survey control.
 DU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0619.See file dsdata.txt to determine how the superseded data were derived.
 DU0619
 DU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB411975(NAD 83)
 DU0619_MARKER: DD = SURVEY DISK
 DU0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0619_SP_SET: ABUTMENT
 DU0619_STAMPING: 1525.98 581.30
 DU0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0619
 DU0619  HISTORY     - Date     Condition        Report By
 DU0619  HISTORY     - UNK      MONUMENTED       AZHD
 DU0619  HISTORY     - 1948     GOOD             NGS
 DU0619  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0619
 DU0619                          STATION DESCRIPTION
 DU0619
 DU0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0619'4.8 MI W FROM APACHE JUNCTION.
 DU0619'ABOUT 4.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0619'45.0 FEET NORTHEAST OF MILEPOST NO. 191, 21.6 FEET NORTH OF THE CENTER
 DU0619'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0619'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0619'HIGHWAY.
 DU0619
 DU0619                          STATION RECOVERY (1980)
 DU0619
 DU0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0619'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0441 ***********************************************************************
 CZ0441  DESIGNATION -  1526+35.6
 CZ0441  PID         -  CZ0441
 CZ0441  STATE/COUNTY-  AZ/PINAL
 CZ0441  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0441
 CZ0441                         *CURRENT SURVEY CONTROL
 CZ0441  ___________________________________________________________________
 CZ0441* NAD 83(1986)-  32 41 38.     (N)    111 05 05.     (W)     SCALED    
 CZ0441* NAVD 88     -       892.30   (+/-2cm)    2927.5    (feet)  VERTCON   
 CZ0441  ___________________________________________________________________
 CZ0441  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CZ0441
 CZ0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0441
 CZ0441.The horizontal coordinates were scaled from a topographic map and have
 CZ0441.an estimated accuracy of +/- 6 seconds.
 CZ0441
 CZ0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0441.The vertical order pertains to the NGVD 29 superseded value.
 CZ0441
 CZ0441.The geoid height was determined by GEOID03.
 CZ0441
 CZ0441;                    North         East    Units  Estimated Accuracy
 CZ0441;SPC AZ C     -   188,110.      291,370.      MT  (+/- 180 meters Scaled)
 CZ0441
 CZ0441                          SUPERSEDED SURVEY CONTROL
 CZ0441
 CZ0441  NGVD 29 (??/??/92)  891.667  (m)         2925.41   (f) ADJ UNCH    2 0
 CZ0441
 CZ0441.Superseded values are not recommended for survey control.
 CZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0441.See file dsdata.txt to determine how the superseded data were derived.
 CZ0441
 CZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB920173(NAD 83)
 CZ0441_MARKER: DD = SURVEY DISK
 CZ0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0441_SP_SET: BRIDGE
 CZ0441_STAMPING: 1526+35.6 2925.26
 CZ0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0441
 CZ0441  HISTORY     - Date     Condition        Report By
 CZ0441  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0441  HISTORY     - 1962     GOOD             NGS
 CZ0441
 CZ0441                          STATION DESCRIPTION
 CZ0441
 CZ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0441'12.75 MI NW FROM ORACLE JUNCTION.
 CZ0441'12.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0441'JUNCTION, 14.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 11.8 FEET
 CZ0441'SOUTH OF THE NORTHEAST END OF THE BRIDGE, A STANDARD DISK SET IN A
 CZ0441'DRILLHOLE IN THE EAST HEADWALL OF THE BRIDGE OVER OLSEN WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1578 ***********************************************************************
 CZ1578  DESIGNATION -  1526.70
 CZ1578  PID         -  CZ1578
 CZ1578  STATE/COUNTY-  AZ/PINAL
 CZ1578  USGS QUAD   -  ELOY NORTH (1992)
 CZ1578
 CZ1578                         *CURRENT SURVEY CONTROL
 CZ1578  ___________________________________________________________________
 CZ1578* NAD 83(1986)-  32 46 33.     (N)    111 37 09.     (W)     SCALED    
 CZ1578* NAVD 88     -       465.39   (+/-2cm)    1526.9    (feet)  VERTCON   
 CZ1578  ___________________________________________________________________
 CZ1578  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1578
 CZ1578  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1578
 CZ1578.The horizontal coordinates were scaled from a topographic map and have
 CZ1578.an estimated accuracy of +/- 6 seconds.
 CZ1578
 CZ1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1578.The vertical order pertains to the NGVD 29 superseded value.
 CZ1578
 CZ1578.The geoid height was determined by GEOID03.
 CZ1578
 CZ1578;                    North         East    Units  Estimated Accuracy
 CZ1578;SPC AZ C     -   196,930.      241,230.      MT  (+/- 180 meters Scaled)
 CZ1578
 CZ1578                          SUPERSEDED SURVEY CONTROL
 CZ1578
 CZ1578  NGVD 29 (??/??/92)  464.847  (m)         1525.09   (f) ADJ UNCH    1 2
 CZ1578
 CZ1578.Superseded values are not recommended for survey control.
 CZ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1578.See file dsdata.txt to determine how the superseded data were derived.
 CZ1578
 CZ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420266(NAD 83)
 CZ1578_MARKER: DD = SURVEY DISK
 CZ1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1578_SP_SET: CURBING
 CZ1578_STAMPING: 1526.70 3+93
 CZ1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1578
 CZ1578  HISTORY     - Date     Condition        Report By
 CZ1578  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1578  HISTORY     - 1975     GOOD             AZDT
 CZ1578
 CZ1578                          STATION DESCRIPTION
 CZ1578
 CZ1578'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1578'6.75 MI NW FROM ELOY.
 CZ1578'FROM THE TOP OF THE OVERPASS OF TOLTEC ROAD OVER I-10, SOUTH ON TOLTEC
 CZ1578'ROAD FOR ABOUT 0.1 MILES TO A CATTLE GUARD AND THE STATION ON THE
 CZ1578'LEFT.  ON LINE WITH THE SOUTH R/W FENCE LINE.  ON THE EAST CURBING OF
 CZ1578'A CATTLE GUARD.  AN AHD BRASS CAP, SET IN THE CURBING OF A CATTLE
 CZ1578'GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0412 ***********************************************************************
 FR0412  DESIGNATION -  153 0
 FR0412  PID         -  FR0412
 FR0412  STATE/COUNTY-  AZ/YAVAPAI
 FR0412  USGS QUAD   -  AUDLEY (1980)
 FR0412
 FR0412                         *CURRENT SURVEY CONTROL
 FR0412  ___________________________________________________________________
 FR0412* NAD 83(1986)-  35 24 00.     (N)    113 00 56.     (W)     SCALED    
 FR0412* NAVD 88     -      1569.839  (meters)    5150.38   (feet)  ADJUSTED  
 FR0412  ___________________________________________________________________
 FR0412  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0412  DYNAMIC HT  -        1567.805 (meters)    5143.71  (feet)  COMP
 FR0412  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 FR0412
 FR0412  VERT ORDER  -  FIRST     CLASS II
 FR0412
 FR0412.The horizontal coordinates were scaled from a topographic map and have
 FR0412.an estimated accuracy of +/- 6 seconds.
 FR0412
 FR0412.The orthometric height was determined by differential leveling
 FR0412.and adjusted by the National Geodetic Survey in June 1991..
 FR0412
 FR0412.The geoid height was determined by GEOID03.
 FR0412
 FR0412.The dynamic height is computed by dividing the NAVD 88
 FR0412.geopotential number by the normal gravity value computed on the
 FR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0412.degrees latitude (g = 980.6199 gals.).
 FR0412
 FR0412.The modeled gravity was interpolated from observed gravity values.
 FR0412
 FR0412;                    North         East    Units  Estimated Accuracy
 FR0412;SPC AZ C     -   488,500.      113,540.      MT  (+/- 180 meters Scaled)
 FR0412
 FR0412                          SUPERSEDED SURVEY CONTROL
 FR0412
 FR0412  NGVD 29 (??/??/92) 1568.965  (m)         5147.51   (f) ADJ UNCH    1 2
 FR0412
 FR0412.Superseded values are not recommended for survey control.
 FR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0412.See file dsdata.txt to determine how the superseded data were derived.
 FR0412
 FR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE169192(NAD 83)
 FR0412_MARKER: DD = SURVEY DISK
 FR0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0412_STAMPING: 153-0 1966
 FR0412_MARK LOGO: USGS  
 FR0412_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0412
 FR0412  HISTORY     - Date     Condition        Report By
 FR0412  HISTORY     - 1966     MONUMENTED       USGS
 FR0412  HISTORY     - 1968     GOOD             NGS
 FR0412  HISTORY     - 1982     GOOD             NGS
 FR0412
 FR0412                          STATION DESCRIPTION
 FR0412
 FR0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0412'10.1 MI W FROM SELIGMAN.
 FR0412'9.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0412'THE STATION AT SELIGMAN, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 66,
 FR0412'156 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81.0 FEET
 FR0412'SOUTHWEST OF A FENCE, 5 1/2 FEET NORTHWEST OF A TELEPHONE POLE
 FR0412'STENCILED B M, 135 FEET SOUTH OF THE T JUNCTION OF FENCES, ABOUT 3 1/2
 FR0412'FEET HIGHER THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0412'COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG
 FR0412'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FR0412
 FR0412                          STATION RECOVERY (1982)
 FR0412
 FR0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0412'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0412'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 3.2 KM (2.0 MI)
 FR0412'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0412'131, 0.3 KM (0.2 MI) EAST-NORTHEAST OF A RAILROAD BRIDGE AND A
 FR0412'SEMIPHORE, 0.2 KM (0.1 MI) SOUTHEAST OF A HIGHWAY CULVERT WITH A GUARD
 FR0412'RAIL, 47.5 METERS (150 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0412'40.5 METERS (133 FT) SOUTH OF A T FENCE CORNER POST, 36.5 METERS (120
 FR0412'FT) SOUTHWEST OF A WITNESS POST IN A FENCE LINE, 3 METERS (6 FT) WEST
 FR0412'OF TELEPHONE POLE 14072,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1240 ***********************************************************************
 DU1240  DESIGNATION -  153 DOR
 DU1240  PID         -  DU1240
 DU1240  STATE/COUNTY-  AZ/GILA
 DU1240  USGS QUAD   -  CONE BUTTE (1978)
 DU1240
 DU1240                         *CURRENT SURVEY CONTROL
 DU1240  ___________________________________________________________________
 DU1240* NAD 83(1986)-  33 51 38.     (N)    110 10 41.     (W)     SCALED    
 DU1240* NAVD 88     -      1542.997  (meters)    5062.32   (feet)  ADJUSTED  
 DU1240  ___________________________________________________________________
 DU1240  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU1240  DYNAMIC HT  -        1540.780 (meters)    5055.04  (feet)  COMP
 DU1240  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 DU1240
 DU1240  VERT ORDER  -  FIRST     CLASS II
 DU1240
 DU1240.The horizontal coordinates were scaled from a topographic map and have
 DU1240.an estimated accuracy of +/- 6 seconds.
 DU1240
 DU1240.The orthometric height was determined by differential leveling
 DU1240.and adjusted by the National Geodetic Survey in June 1991..
 DU1240
 DU1240.The geoid height was determined by GEOID03.
 DU1240
 DU1240.The dynamic height is computed by dividing the NAVD 88
 DU1240.geopotential number by the normal gravity value computed on the
 DU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1240.degrees latitude (g = 980.6199 gals.).
 DU1240
 DU1240.The modeled gravity was interpolated from observed gravity values.
 DU1240
 DU1240;                    North         East    Units  Estimated Accuracy
 DU1240;SPC AZ E     -   317,190.      212,310.      MT  (+/- 180 meters Scaled)
 DU1240
 DU1240                          SUPERSEDED SURVEY CONTROL
 DU1240
 DU1240.No superseded survey control is available for this station.
 DU1240
 DU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC760469(NAD 83)
 DU1240_MARKER: DB = BENCH MARK DISK
 DU1240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1240_SP_SET: COPPER-CLAD STEEL ROD
 DU1240_STAMPING: 5060 153 DOR 1965
 DU1240_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1240
 DU1240  HISTORY     - Date     Condition        Report By
 DU1240  HISTORY     - 1965     MONUMENTED       USGS
 DU1240  HISTORY     - 1979     GOOD             NGS
 DU1240
 DU1240                          STATION DESCRIPTION
 DU1240
 DU1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1240'12.2 MI SE FROM CARRIZO JUNCTION.
 DU1240'12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1240'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.4 MILE NORTH OF HIGHWAY MILE
 DU1240'MARKER 323, 100.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 17.9
 DU1240'FEET NORTHWEST OF TELEPHONE POLE 1 3 330 AND 1.1 FEET WEST OF A
 DU1240'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1240'RODS WERE DRIVEN TO REFUSAL.
 DU1240'THE MARK IS 0.8 FT  W FROM A WITNESS POST.
 DU1240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0482 ***********************************************************************
 GQ0482  DESIGNATION -  153 DOR
 GQ0482  PID         -  GQ0482
 GQ0482  STATE/COUNTY-  AZ/MOHAVE
 GQ0482  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0482
 GQ0482                         *CURRENT SURVEY CONTROL
 GQ0482  ___________________________________________________________________
 GQ0482* NAD 83(1986)-  36 27 34.     (N)    113 31 54.     (W)     SCALED    
 GQ0482* NAVD 88     -      1718.134  (meters)    5636.91   (feet)  POSTED    
 GQ0482  ___________________________________________________________________
 GQ0482  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 GQ0482  DYNAMIC HT  -        1716.070 (meters)    5630.14  (feet)  COMP
 GQ0482  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 GQ0482
 GQ0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0482
 GQ0482.The horizontal coordinates were scaled from a topographic map and have
 GQ0482.an estimated accuracy of +/- 6 seconds.
 GQ0482
 GQ0482.The orthometric height was determined by differential leveling
 GQ0482.and adjusted by the National Geodetic Survey in 1992..
 GQ0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0482.rate of 0.0 thru 1.0 mm/km.
 GQ0482
 GQ0482.The geoid height was determined by GEOID03.
 GQ0482
 GQ0482.The dynamic height is computed by dividing the NAVD 88
 GQ0482.geopotential number by the normal gravity value computed on the
 GQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0482.degrees latitude (g = 980.6199 gals.).
 GQ0482
 GQ0482.The modeled gravity was interpolated from observed gravity values.
 GQ0482
 GQ0482;                    North         East    Units  Estimated Accuracy
 GQ0482;SPC AZ W     -   605,530.      232,930.      MT  (+/- 180 meters Scaled)
 GQ0482
 GQ0482                          SUPERSEDED SURVEY CONTROL
 GQ0482
 GQ0482.No superseded survey control is available for this station.
 GQ0482
 GQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF731378(NAD 83)
 GQ0482_MARKER: DB = BENCH MARK DISK
 GQ0482_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0482_SP_SET: ROCK OUTCROP
 GQ0482_STAMPING: 153 DOR 1970 5634
 GQ0482_MARK LOGO: USGS  
 GQ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0482+STABILITY: POSITION/ELEVATION WELL
 GQ0482
 GQ0482  HISTORY     - Date     Condition        Report By
 GQ0482  HISTORY     - 1970     MONUMENTED       USGS
 GQ0482
 GQ0482                          STATION DESCRIPTION
 GQ0482
 GQ0482'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0482'91.9 KM (57.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0482'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0482'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0482'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0482'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 11.2 MILES SOUTHWEST TO A DIM
 GQ0482'Y-ROAD LEADING WEST, 40 FEET SOUTHEAST OF THE ROAD.
 GQ0482'THE MARK IS 3 FT  NW FROM  A WITNESS POST
 GQ0482'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1346 ***********************************************************************
 DU1346  DESIGNATION -  1531.49
 DU1346  PID         -  DU1346
 DU1346  STATE/COUNTY-  AZ/MARICOPA
 DU1346  USGS QUAD   -  BUCKHORN (1982)
 DU1346
 DU1346                         *CURRENT SURVEY CONTROL
 DU1346  ___________________________________________________________________
 DU1346* NAD 83(1986)-  33 29 48.     (N)    111 41 02.     (W)     SCALED    
 DU1346* NAVD 88     -       467.44   (+/-2cm)    1533.6    (feet)  VERTCON   
 DU1346  ___________________________________________________________________
 DU1346  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1346
 DU1346  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1346
 DU1346.The horizontal coordinates were scaled from a topographic map and have
 DU1346.an estimated accuracy of +/- 6 seconds.
 DU1346
 DU1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1346.The vertical order pertains to the NGVD 29 superseded value.
 DU1346
 DU1346.The geoid height was determined by GEOID03.
 DU1346
 DU1346;                    North         East    Units  Estimated Accuracy
 DU1346;SPC AZ C     -   276,860.      234,990.      MT  (+/- 180 meters Scaled)
 DU1346
 DU1346                          SUPERSEDED SURVEY CONTROL
 DU1346
 DU1346  NGVD 29 (??/??/92)  466.852  (m)         1531.66   (f) ADJ UNCH    1 1
 DU1346
 DU1346.Superseded values are not recommended for survey control.
 DU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1346.See file dsdata.txt to determine how the superseded data were derived.
 DU1346
 DU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364065(NAD 83)
 DU1346_MARKER: DD = SURVEY DISK
 DU1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1346_SP_SET: CULVERT
 DU1346_STAMPING: 1531.49 163+03
 DU1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1346
 DU1346  HISTORY     - Date     Condition        Report By
 DU1346  HISTORY     - UNK      MONUMENTED       AZHD
 DU1346  HISTORY     - 1975     GOOD             NGS
 DU1346
 DU1346                          STATION DESCRIPTION
 DU1346
 DU1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1346'14.15 MI NE FROM MESA.
 DU1346'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1346'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1346'RD., CONTINUE NORTH ON BUSH HWY. FOR 2.05 MILES TO THE STATION ON THE
 DU1346'RIGHT (EAST).  THE MARK IS A AHD BRASS DISK 25 FEET EAST OF AND A
 DU1346'LITTLE BELOW THE CENTERLINE OF ROADWAY AND IS SET IN THE TOP AND
 DU1346'CENTER OF A 10 FOOT CONCRETE CULVERT HEADWALL.  SECTION 30, T 2N, R
 DU1346'7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0458 ***********************************************************************
 CZ0458  DESIGNATION -  1537
 CZ0458  PID         -  CZ0458
 CZ0458  STATE/COUNTY-  AZ/PINAL
 CZ0458  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0458
 CZ0458                         *CURRENT SURVEY CONTROL
 CZ0458  ___________________________________________________________________
 CZ0458* NAD 83(1986)-  32 58 25.     (N)    111 25 26.     (W)     SCALED    
 CZ0458* NAVD 88     -       468.91   (+/-2cm)    1538.4    (feet)  VERTCON   
 CZ0458  ___________________________________________________________________
 CZ0458  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0458
 CZ0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0458
 CZ0458.The horizontal coordinates were scaled from a topographic map and have
 CZ0458.an estimated accuracy of +/- 6 seconds.
 CZ0458
 CZ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0458.The vertical order pertains to the NGVD 29 superseded value.
 CZ0458
 CZ0458.The geoid height was determined by GEOID03.
 CZ0458
 CZ0458;                    North         East    Units  Estimated Accuracy
 CZ0458;SPC AZ C     -   218,930.      259,420.      MT  (+/- 180 meters Scaled)
 CZ0458
 CZ0458                          SUPERSEDED SURVEY CONTROL
 CZ0458
 CZ0458  NGVD 29 (??/??/92)  468.407  (m)         1536.77   (f) ADJ UNCH    2 0
 CZ0458
 CZ0458.Superseded values are not recommended for survey control.
 CZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0458.See file dsdata.txt to determine how the superseded data were derived.
 CZ0458
 CZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB603484(NAD 83)
 CZ0458_MARKER: DD = SURVEY DISK
 CZ0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0458_SP_SET: BRIDGE
 CZ0458_STAMPING: 1537 23 1936
 CZ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0458
 CZ0458  HISTORY     - Date     Condition        Report By
 CZ0458  HISTORY     - 1936     MONUMENTED       USIIS
 CZ0458
 CZ0458                          STATION DESCRIPTION
 CZ0458
 CZ0458'DESCRIBED BY US INDIAN IRRIGATION SERVICE 1936
 CZ0458'2.1 MI N FROM COOLIDGE ARMY AIR FIELD.
 CZ0458'2.1 MILES NORTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT COOLIDGE
 CZ0458'ARMY AIR FIELD, AT A BRIDGE OVER AN IRRIGATION CANAL, IN THE TOP OF
 CZ0458'THE SOUTHWEST WING WALL, 3.2 FEET SOUTHWEST OF THE NORTHEAST END, AND
 CZ0458'10 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A UNITED STATES INDIAN
 CZ0458'IRRIGATION SERVICE STANDARD DISK, STAMPED 1537 23 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0079 ***********************************************************************
 CH0079  DESIGNATION -  1537.14
 CH0079  PID         -  CH0079
 CH0079  STATE/COUNTY-  AZ/PIMA
 CH0079  USGS QUAD   -  LUKEVILLE (1988)
 CH0079
 CH0079                         *CURRENT SURVEY CONTROL
 CH0079  ___________________________________________________________________
 CH0079* NAD 83(1986)-  31 54 48.     (N)    112 48 29.     (W)     SCALED    
 CH0079* NAVD 88     -       468.66   (+/-2cm)    1537.6    (feet)  VERTCON   
 CH0079  ___________________________________________________________________
 CH0079  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CH0079
 CH0079  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0079
 CH0079.The horizontal coordinates were scaled from a topographic map and have
 CH0079.an estimated accuracy of +/- 6 seconds.
 CH0079
 CH0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0079.The vertical order pertains to the NGVD 29 superseded value.
 CH0079
 CH0079.The geoid height was determined by GEOID03.
 CH0079
 CH0079;                    North         East    Units  Estimated Accuracy
 CH0079;SPC AZ C     -   101,610.      129,060.      MT  (+/- 180 meters Scaled)
 CH0079
 CH0079                          SUPERSEDED SURVEY CONTROL
 CH0079
 CH0079  NGVD 29 (??/??/92)  467.915  (m)         1535.15   (f) ADJ UNCH    1 2
 CH0079
 CH0079.Superseded values are not recommended for survey control.
 CH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0079.See file dsdata.txt to determine how the superseded data were derived.
 CH0079
 CH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA290322(NAD 83)
 CH0079_MARKER: DD = SURVEY DISK
 CH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0079_STAMPING: 127 16.26 BK 127 15.94 AHD 1537.14 1A
 CH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0079+STABILITY: SURFACE MOTION
 CH0079
 CH0079  HISTORY     - Date     Condition        Report By
 CH0079  HISTORY     - UNK      MONUMENTED       USDA
 CH0079  HISTORY     - 1953     GOOD             NGS
 CH0079  HISTORY     - 1981     GOOD             NGS
 CH0079  HISTORY     - 19941110 GOOD             USPSQD
 CH0079
 CH0079                          STATION DESCRIPTION
 CH0079
 CH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0079'2.4 MI N FROM LUKEVILLE.
 CH0079'2.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0079'LUKEVILLE, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CH0079'1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 CH0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CH0079'GROUND.
 CH0079
 CH0079                          STATION RECOVERY (1981)
 CH0079
 CH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0079'RECOVERED IN GOOD CONDITION.
 CH0079
 CH0079                          STATION RECOVERY (1994)
 CH0079
 CH0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0413 ***********************************************************************
 FR0413  DESIGNATION -  154 0
 FR0413  PID         -  FR0413
 FR0413  STATE/COUNTY-  AZ/YAVAPAI
 FR0413  USGS QUAD   -  AUDLEY (1980)
 FR0413
 FR0413                         *CURRENT SURVEY CONTROL
 FR0413  ___________________________________________________________________
 FR0413* NAD 83(1986)-  35 23 27.     (N)    113 00 06.     (W)     SCALED    
 FR0413* NAVD 88     -      1572.290  (meters)    5158.42   (feet)  ADJUSTED  
 FR0413  ___________________________________________________________________
 FR0413  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0413  DYNAMIC HT  -        1570.241 (meters)    5151.70  (feet)  COMP
 FR0413  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 FR0413
 FR0413  VERT ORDER  -  FIRST     CLASS II
 FR0413
 FR0413.The horizontal coordinates were scaled from a topographic map and have
 FR0413.an estimated accuracy of +/- 6 seconds.
 FR0413
 FR0413.The orthometric height was determined by differential leveling
 FR0413.and adjusted by the National Geodetic Survey in June 1991..
 FR0413
 FR0413.The geoid height was determined by GEOID03.
 FR0413
 FR0413.The dynamic height is computed by dividing the NAVD 88
 FR0413.geopotential number by the normal gravity value computed on the
 FR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0413.degrees latitude (g = 980.6199 gals.).
 FR0413
 FR0413.The modeled gravity was interpolated from observed gravity values.
 FR0413
 FR0413;                    North         East    Units  Estimated Accuracy
 FR0413;SPC AZ C     -   487,470.      114,790.      MT  (+/- 180 meters Scaled)
 FR0413
 FR0413                          SUPERSEDED SURVEY CONTROL
 FR0413
 FR0413  NGVD 29 (??/??/92) 1571.398  (m)         5155.49   (f) ADJ UNCH    1 2
 FR0413
 FR0413.Superseded values are not recommended for survey control.
 FR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0413.See file dsdata.txt to determine how the superseded data were derived.
 FR0413
 FR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE182182(NAD 83)
 FR0413_MARKER: DD = SURVEY DISK
 FR0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0413_STAMPING: 154-0 1966
 FR0413_MARK LOGO: USGS  
 FR0413_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0413
 FR0413  HISTORY     - Date     Condition        Report By
 FR0413  HISTORY     - 1966     MONUMENTED       USGS
 FR0413  HISTORY     - 1968     GOOD             NGS
 FR0413  HISTORY     - 1982     GOOD             NGS
 FR0413
 FR0413                          STATION DESCRIPTION
 FR0413
 FR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0413'9.1 MI W FROM SELIGMAN.
 FR0413'9.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0413'THE STATION AT SELIGMAN, 4 POLES SOUTHEAST OF MILEPOST 438, ABOUT 500
 FR0413'FEET EAST OF THE TRACK, ABOUT 400 FEET SOUTHWEST OF U.S. HIGHWAY 66,
 FR0413'ALONG THE NORTHWEST SIDE OF A BELL TELEPHONE COMPANY BUILDING, IN THE
 FR0413'TOP OF THE CENTER OF A 1 1/2- BY 3-FOOT CONCRETE FOUNDATION SUPPORTING
 FR0413'2-INCH PIPE VENTS, 159 FEET NORTHEAST OF POWER POLE 114 BEARING A
 FR0413'TRANSFORMER, 25.0 FEET NORTHWEST OF THE NORTHWEST CYCLONE FENCE AROUND
 FR0413'THE BUILDING, 66 FEET SOUTH-SOUTHWEST OF THE NORTH CORNER OF THE
 FR0413'FENCE, AND ABOUT LEVEL WITH THE TRACK.
 FR0413
 FR0413                          STATION RECOVERY (1982)
 FR0413
 FR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0413'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0413'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 1.6 KM (1.0 MI)
 FR0413'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0413'132, AT A ROAD LEADING SOUTHWEST TO A CABLE BUILDING, IN TOP OF THE
 FR0413'CONCRETE FOUNDATION FOR VENTS OUTSIDE OF THE CHAIN LINK FENCE OF THE
 FR0413'MAIN BUILDING, 76 METERS (250 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FR0413'HIGHWAY, 48.4 METERS (159 FT) NORTHEAST OF A POWER LINE POLE, 20.1
 FR0413'METERS (66 FT) SOUTH-SOUTHWEST OF THE NORTH CORNER OF THE CHAIN LINK
 FR0413'FENCE, 7.6 METERS (25 FT) NORTHWEST OF THE CHAIN LINK FENCE.
 FR0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1241 ***********************************************************************
 DU1241  DESIGNATION -  154 DOR
 DU1241  PID         -  DU1241
 DU1241  STATE/COUNTY-  AZ/GILA
 DU1241  USGS QUAD   -  CONE BUTTE (1978)
 DU1241
 DU1241                         *CURRENT SURVEY CONTROL
 DU1241  ___________________________________________________________________
 DU1241* NAD 83(1986)-  33 50 51.     (N)    110 10 20.     (W)     SCALED    
 DU1241* NAVD 88     -      1564.509  (meters)    5132.89   (feet)  ADJUSTED  
 DU1241  ___________________________________________________________________
 DU1241  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DU1241  DYNAMIC HT  -        1562.252 (meters)    5125.49  (feet)  COMP
 DU1241  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 DU1241
 DU1241  VERT ORDER  -  FIRST     CLASS II
 DU1241
 DU1241.The horizontal coordinates were scaled from a topographic map and have
 DU1241.an estimated accuracy of +/- 6 seconds.
 DU1241
 DU1241.The orthometric height was determined by differential leveling
 DU1241.and adjusted by the National Geodetic Survey in June 1991..
 DU1241
 DU1241.The geoid height was determined by GEOID03.
 DU1241
 DU1241.The dynamic height is computed by dividing the NAVD 88
 DU1241.geopotential number by the normal gravity value computed on the
 DU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1241.degrees latitude (g = 980.6199 gals.).
 DU1241
 DU1241.The modeled gravity was interpolated from observed gravity values.
 DU1241
 DU1241;                    North         East    Units  Estimated Accuracy
 DU1241;SPC AZ E     -   315,740.      212,850.      MT  (+/- 180 meters Scaled)
 DU1241
 DU1241                          SUPERSEDED SURVEY CONTROL
 DU1241
 DU1241.No superseded survey control is available for this station.
 DU1241
 DU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC765455(NAD 83)
 DU1241_MARKER: DB = BENCH MARK DISK
 DU1241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1241_SP_SET: COPPER-CLAD STEEL ROD
 DU1241_STAMPING: 5130 154 DOR 1965
 DU1241_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1241
 DU1241  HISTORY     - Date     Condition        Report By
 DU1241  HISTORY     - 1965     MONUMENTED       USGS
 DU1241  HISTORY     - 1979     GOOD             NGS
 DU1241
 DU1241                          STATION DESCRIPTION
 DU1241
 DU1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1241'13.3 MI SE FROM CARRIZO JUNCTION.
 DU1241'13.3 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF U.S.
 DU1241'HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE NORTH OF HIGHWAY MILE MARKER
 DU1241'324, 99.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.7
 DU1241'FOOT NORTHEAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF
 DU1241'ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1241'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1241'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0483 ***********************************************************************
 GQ0483  DESIGNATION -  154 DOR
 GQ0483  PID         -  GQ0483
 GQ0483  STATE/COUNTY-  AZ/MOHAVE
 GQ0483  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0483
 GQ0483                         *CURRENT SURVEY CONTROL
 GQ0483  ___________________________________________________________________
 GQ0483* NAD 83(1986)-  36 27 29.     (N)    113 32 55.     (W)     SCALED    
 GQ0483* NAVD 88     -      1738.618  (meters)    5704.12   (feet)  POSTED    
 GQ0483  ___________________________________________________________________
 GQ0483  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 GQ0483  DYNAMIC HT  -        1736.530 (meters)    5697.27  (feet)  COMP
 GQ0483  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 GQ0483
 GQ0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0483
 GQ0483.The horizontal coordinates were scaled from a topographic map and have
 GQ0483.an estimated accuracy of +/- 6 seconds.
 GQ0483
 GQ0483.The orthometric height was determined by differential leveling
 GQ0483.and adjusted by the National Geodetic Survey in 1992..
 GQ0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0483.rate of 0.0 thru 1.0 mm/km.
 GQ0483
 GQ0483.The geoid height was determined by GEOID03.
 GQ0483
 GQ0483.The dynamic height is computed by dividing the NAVD 88
 GQ0483.geopotential number by the normal gravity value computed on the
 GQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0483.degrees latitude (g = 980.6199 gals.).
 GQ0483
 GQ0483.The modeled gravity was interpolated from observed gravity values.
 GQ0483
 GQ0483;                    North         East    Units  Estimated Accuracy
 GQ0483;SPC AZ W     -   605,370.      231,410.      MT  (+/- 180 meters Scaled)
 GQ0483
 GQ0483                          SUPERSEDED SURVEY CONTROL
 GQ0483
 GQ0483.No superseded survey control is available for this station.
 GQ0483
 GQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716377(NAD 83)
 GQ0483_MARKER: DB = BENCH MARK DISK
 GQ0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0483_SP_SET: COPPER-CLAD STEEL ROD
 GQ0483_STAMPING: 154 DOR 1970 5701
 GQ0483_MARK LOGO: USGS  
 GQ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0483
 GQ0483  HISTORY     - Date     Condition        Report By
 GQ0483  HISTORY     - 1970     MONUMENTED       USGS
 GQ0483
 GQ0483                          STATION DESCRIPTION
 GQ0483
 GQ0483'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0483'93.7 KM (58.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0483'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0483'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0483'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0483'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 12.3 MILES SOUTHWEST TO A
 GQ0483'T-ROAD WEST, 0.3 MILES WEST OF FOUR BITS POND, 38 FEET NORTHWEST OF
 GQ0483'THE ROAD, IN THE TRIANGLE FORMED BY THE ROADS.  ROD DEPTH UNKNOWN.
 GQ0483'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0483'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0617 ***********************************************************************
 DU0617  DESIGNATION -  1542.26
 DU0617  PID         -  DU0617
 DU0617  STATE/COUNTY-  AZ/MARICOPA
 DU0617  USGS QUAD   -  BUCKHORN (1982)
 DU0617
 DU0617                         *CURRENT SURVEY CONTROL
 DU0617  ___________________________________________________________________
 DU0617* NAD 83(1986)-  33 24 54.     (N)    111 37 36.     (W)     SCALED    
 DU0617* NAVD 88     -       470.904  (meters)    1544.96   (feet)  ADJUSTED  
 DU0617  ___________________________________________________________________
 DU0617  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0617  DYNAMIC HT  -         470.339 (meters)    1543.10  (feet)  COMP
 DU0617  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU0617
 DU0617  VERT ORDER  -  FIRST     CLASS II
 DU0617
 DU0617.The horizontal coordinates were scaled from a topographic map and have
 DU0617.an estimated accuracy of +/- 6 seconds.
 DU0617
 DU0617.The orthometric height was determined by differential leveling
 DU0617.and adjusted by the National Geodetic Survey in June 1991..
 DU0617
 DU0617.The geoid height was determined by GEOID03.
 DU0617
 DU0617.The dynamic height is computed by dividing the NAVD 88
 DU0617.geopotential number by the normal gravity value computed on the
 DU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0617.degrees latitude (g = 980.6199 gals.).
 DU0617
 DU0617.The modeled gravity was interpolated from observed gravity values.
 DU0617
 DU0617;                    North         East    Units  Estimated Accuracy
 DU0617;SPC AZ C     -   267,810.      240,330.      MT  (+/- 180 meters Scaled)
 DU0617
 DU0617                          SUPERSEDED SURVEY CONTROL
 DU0617
 DU0617  NGVD 29 (??/??/92)  470.323  (m)         1543.05   (f) ADJ UNCH    1 2
 DU0617
 DU0617.Superseded values are not recommended for survey control.
 DU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0617.See file dsdata.txt to determine how the superseded data were derived.
 DU0617
 DU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB417974(NAD 83)
 DU0617_MARKER: DD = SURVEY DISK
 DU0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0617_SP_SET: ABUTMENT
 DU0617_STAMPING: 1542.26 599.30
 DU0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0617+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0617
 DU0617  HISTORY     - Date     Condition        Report By
 DU0617  HISTORY     - UNK      MONUMENTED       AZHD
 DU0617  HISTORY     - 1948     GOOD             NGS
 DU0617  HISTORY     - 1980     GOOD             NGS
 DU0617  HISTORY     - 20021112 GOOD             MCDOT
 DU0617  HISTORY     - 20060904 GOOD             GEOCAC
 DU0617
 DU0617                          STATION DESCRIPTION
 DU0617
 DU0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0617'4.4 MI W FROM APACHE JUNCTION.
 DU0617'ABOUT 4.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0617'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0617'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0617'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0617
 DU0617                          STATION RECOVERY (1980)
 DU0617
 DU0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0617'6.9 KILOMETERS (4.3 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0617'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0617'OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH
 DU0617'A WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.25 KILOMETER
 DU0617'(0.15 MILE) WEST OF 96TH STREET, 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0617'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 12.5 METERS (41.0
 DU0617'FEET) WEST OF THE EXTENDED CENTERLINE OF THE ARIZONA ACRES MOBILE
 DU0617'HOME RESORT DRIVEWAY.
 DU0617'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0617
 DU0617                          STATION RECOVERY (2002)
 DU0617
 DU0617'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0617'ELEVATION CHECK WITHIN 0.09 FT USING GDACS VERTICAL ADJUSTMENT. THE
 DU0617'PUBLISHED HORIZONTAL POSITION IS OUT BY 59.8 FT NORTH AND 4.0 FT EAST.
 DU0617'THE CORRECTED POSITION IS 33 24 54.59159 N   111 37 35.95067 W IN
 DU0617'GRS80 AS MEASURED FROM 1CO1 USING RTK.
 DU0617
 DU0617                          STATION RECOVERY (2006)
 DU0617
 DU0617'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0617'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0618 ***********************************************************************
 DU0618  DESIGNATION -  1543.31
 DU0618  PID         -  DU0618
 DU0618  STATE/COUNTY-  AZ/MARICOPA
 DU0618  USGS QUAD   -  BUCKHORN (1982)
 DU0618
 DU0618                         *CURRENT SURVEY CONTROL
 DU0618  ___________________________________________________________________
 DU0618* NAD 83(1986)-  33 24 54.     (N)    111 37 50.     (W)     SCALED    
 DU0618* NAVD 88     -       471.17   (+/-2cm)    1545.8    (feet)  VERTCON   
 DU0618  ___________________________________________________________________
 DU0618  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0618
 DU0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0618
 DU0618.The horizontal coordinates were scaled from a topographic map and have
 DU0618.an estimated accuracy of +/- 6 seconds.
 DU0618
 DU0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0618.The vertical order pertains to the NGVD 29 superseded value.
 DU0618
 DU0618.The geoid height was determined by GEOID03.
 DU0618
 DU0618;                    North         East    Units  Estimated Accuracy
 DU0618;SPC AZ C     -   267,810.      239,970.      MT  (+/- 180 meters Scaled)
 DU0618
 DU0618                          SUPERSEDED SURVEY CONTROL
 DU0618
 DU0618  NGVD 29 (??/??/92)  470.61   (m)         1544.0    (f) COMPUTED    2 0
 DU0618
 DU0618.Superseded values are not recommended for survey control.
 DU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0618.See file dsdata.txt to determine how the superseded data were derived.
 DU0618
 DU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB413974(NAD 83)
 DU0618_MARKER: DD = SURVEY DISK
 DU0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0618_SP_SET: CULVERT
 DU0618_STAMPING: EL 1543.31 1929
 DU0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0618
 DU0618  HISTORY     - Date     Condition        Report By
 DU0618  HISTORY     - 1929     MONUMENTED       AZHD
 DU0618  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0618  HISTORY     - 20021112 MARK NOT FOUND   MCDOT
 DU0618
 DU0618                          STATION DESCRIPTION
 DU0618
 DU0618'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1929
 DU0618'4.6 MI W FROM APACHE JUNCTION.
 DU0618'IN MARICOPA COUNTY, 4.6 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE
 DU0618'JUNCTION, PINAL COUNTY, AT STATION 599+30.0, AT A CULVERT, AND IN THE
 DU0618'TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY STANDARD
 DU0618'DISK, STAMPED EL 1543.31 1929.
 DU0618
 DU0618                          STATION RECOVERY (1980)
 DU0618
 DU0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0618'THIS MARK WAS NOT LEVELLED TO IN 1948, BELIEVED TO HAVE BEEN
 DU0618'DESTROYED BY ROAD CONSTRUCTION.
 DU0618
 DU0618                          STATION RECOVERY (2002)
 DU0618
 DU0618'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0618'SEARCH FOR NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0570 ***********************************************************************
 DU0570  DESIGNATION -  1545.45
 DU0570  PID         -  DU0570
 DU0570  STATE/COUNTY-  AZ/PINAL
 DU0570  USGS QUAD   -  FLORENCE (1981)
 DU0570
 DU0570                         *CURRENT SURVEY CONTROL
 DU0570  ___________________________________________________________________
 DU0570* NAD 83(1986)-  33 00 56.     (N)    111 23 01.     (W)     SCALED    
 DU0570* NAVD 88     -       471.44   (+/-2cm)    1546.7    (feet)  VERTCON   
 DU0570  ___________________________________________________________________
 DU0570  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0570
 DU0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0570
 DU0570.The horizontal coordinates were scaled from a topographic map and have
 DU0570.an estimated accuracy of +/- 6 seconds.
 DU0570
 DU0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0570.The vertical order pertains to the NGVD 29 superseded value.
 DU0570
 DU0570.The geoid height was determined by GEOID03.
 DU0570
 DU0570;                    North         East    Units  Estimated Accuracy
 DU0570;SPC AZ C     -   223,600.      263,160.      MT  (+/- 180 meters Scaled)
 DU0570
 DU0570                          SUPERSEDED SURVEY CONTROL
 DU0570
 DU0570  NGVD 29 (??/??/92)  470.887  (m)         1544.90   (f) ADJ UNCH    1 2
 DU0570
 DU0570.Superseded values are not recommended for survey control.
 DU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0570.See file dsdata.txt to determine how the superseded data were derived.
 DU0570
 DU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB641530(NAD 83)
 DU0570_MARKER: DD = SURVEY DISK
 DU0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0570_SP_SET: BRIDGE
 DU0570_STAMPING: 1545.45 1936
 DU0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0570
 DU0570  HISTORY     - Date     Condition        Report By
 DU0570  HISTORY     - 1936     MONUMENTED       USIIS
 DU0570  HISTORY     - 1949     GOOD             NGS
 DU0570  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 DU0570
 DU0570                          STATION DESCRIPTION
 DU0570
 DU0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0570'1.3 MI S FROM FLORENCE.
 DU0570'1.3 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0570'FLORENCE, AT A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 12 FEET
 DU0570'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT ABOVE THE
 DU0570'SURFACE OF THE HIGHWAY.  SET IN THE TOP OF THE NORTHWEST CONCRETE WING
 DU0570'WALL.
 DU0570
 DU0570                          STATION RECOVERY (1995)
 DU0570
 DU0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1073 ***********************************************************************
 DA1073  DESIGNATION -  1546+50
 DA1073  PID         -  DA1073
 DA1073  STATE/COUNTY-  AZ/YUMA
 DA1073  USGS QUAD   -  MOHAWK (1982)
 DA1073
 DA1073                         *CURRENT SURVEY CONTROL
 DA1073  ___________________________________________________________________
 DA1073* NAD 83(1986)-  32 43 00.     (N)    113 49 15.     (W)     SCALED    
 DA1073* NAVD 88     -       119.914  (meters)     393.42   (feet)  ADJUSTED  
 DA1073  ___________________________________________________________________
 DA1073  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DA1073  DYNAMIC HT  -         119.778 (meters)     392.97  (feet)  COMP
 DA1073  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 DA1073
 DA1073  VERT ORDER  -  FIRST     CLASS II
 DA1073
 DA1073.The horizontal coordinates were scaled from a topographic map and have
 DA1073.an estimated accuracy of +/- 6 seconds.
 DA1073
 DA1073.The orthometric height was determined by differential leveling
 DA1073.and adjusted by the National Geodetic Survey in June 1991..
 DA1073
 DA1073.The geoid height was determined by GEOID03.
 DA1073
 DA1073.The dynamic height is computed by dividing the NAVD 88
 DA1073.geopotential number by the normal gravity value computed on the
 DA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1073.degrees latitude (g = 980.6199 gals.).
 DA1073
 DA1073.The modeled gravity was interpolated from observed gravity values.
 DA1073
 DA1073;                    North         East    Units  Estimated Accuracy
 DA1073;SPC AZ W     -   190,340.      206,720.      MT  (+/- 180 meters Scaled)
 DA1073
 DA1073                          SUPERSEDED SURVEY CONTROL
 DA1073
 DA1073  NGVD 29 (??/??/92)  119.254  (m)          391.25   (f) ADJ UNCH    1 2
 DA1073
 DA1073.Superseded values are not recommended for survey control.
 DA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1073.See file dsdata.txt to determine how the superseded data were derived.
 DA1073
 DA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB356233(NAD 83)
 DA1073_MARKER: DD = SURVEY DISK
 DA1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1073_SP_SET: BRIDGE
 DA1073_STAMPING: 391.63 1546+50 1941
 DA1073_MARK LOGO: AZHD  
 DA1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1073
 DA1073  HISTORY     - Date     Condition        Report By
 DA1073  HISTORY     - 1941     MONUMENTED       AZHD
 DA1073  HISTORY     - 1952     GOOD             NGS
 DA1073  HISTORY     - 1962     GOOD             NGS
 DA1073  HISTORY     - 1981     GOOD             NGS
 DA1073  HISTORY     - 1981     GOOD             NGS
 DA1073
 DA1073                          STATION DESCRIPTION
 DA1073
 DA1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1073'4 MI W FROM MOHAWK.
 DA1073'4 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA1073'COMPANY RAILROAD STATION AT MOHAWK, IN THE TOP OF THE SOUTH RAIL OF A
 DA1073'HIGHWAY BRIDGE OVER A WASH, 150 FEET NORTH OF A RAILROAD WOODEN BRIDGE
 DA1073'NO. 788.71, 17.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.9
 DA1073'FOOT ABOVE THE HIGHWAY.
 DA1073
 DA1073                          STATION RECOVERY (1962)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1073'RECOVERED IN GOOD CONDITION.
 DA1073
 DA1073                          STATION RECOVERY (1981)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1073'12.7 KM (7.9 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1073'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1073'MILEPOLE 789, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1073'SMALL HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1073'THE HIGHWAY, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1073'HEADWALL, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1073'HEADWALL.
 DA1073'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1073
 DA1073                          STATION RECOVERY (1981)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1073'12.7 KM (7.9 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1073'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1073'MILEPOLE 789, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1073'SMALL HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1073'THE HIGHWAY, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1073'HEADWALL, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1073'HEADWALL.
 DA1073'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1146 ***********************************************************************
 DV1146  DESIGNATION -  1546.52
 DV1146  PID         -  DV1146
 DV1146  STATE/COUNTY-  AZ/LA PAZ
 DV1146  USGS QUAD   -  BEAR HILLS (1990)
 DV1146
 DV1146                         *CURRENT SURVEY CONTROL
 DV1146  ___________________________________________________________________
 DV1146* NAD 83(1986)-  33 39 58.     (N)    113 59 56.     (W)     SCALED    
 DV1146* NAVD 88     -       472.43   (+/-2cm)    1550.0    (feet)  VERTCON   
 DV1146  ___________________________________________________________________
 DV1146  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1146
 DV1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1146
 DV1146.The horizontal coordinates were scaled from a topographic map and have
 DV1146.an estimated accuracy of +/- 6 seconds.
 DV1146
 DV1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1146.The vertical order pertains to the NGVD 29 superseded value.
 DV1146
 DV1146.The geoid height was determined by GEOID03.
 DV1146
 DV1146;                    North         East    Units  Estimated Accuracy
 DV1146;SPC AZ W     -   295,660.      190,280.      MT  (+/- 180 meters Scaled)
 DV1146
 DV1146                          SUPERSEDED SURVEY CONTROL
 DV1146
 DV1146  NGVD 29 (??/??/92)  471.726  (m)         1547.65   (f) ADJ UNCH    2 0
 DV1146
 DV1146.Superseded values are not recommended for survey control.
 DV1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1146.See file dsdata.txt to determine how the superseded data were derived.
 DV1146
 DV1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC219291(NAD 83)
 DV1146_MARKER: DD = SURVEY DISK
 DV1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1146_SP_SET: CULVERT
 DV1146_STAMPING: 1546.52 1734+65 1932
 DV1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1146
 DV1146  HISTORY     - Date     Condition        Report By
 DV1146  HISTORY     - 1932     MONUMENTED       AZHD
 DV1146  HISTORY     - 1962     GOOD             NGS
 DV1146  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1146
 DV1146                          STATION DESCRIPTION
 DV1146
 DV1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1146'14.2 MI E FROM QUARTZSITE.
 DV1146'ABOUT 14.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1146'OFFICE AT QUARTZSITE, ABOUT 3.3 MILES WEST OF THE SMALL COMMUNITY OF
 DV1146'BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A 2 FOOT
 DV1146'CONCRETE PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 DV1146'IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DV1146
 DV1146                          STATION RECOVERY (1981)
 DV1146
 DV1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1146'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1146'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0616 ***********************************************************************
 DU0616  DESIGNATION -  1549.47
 DU0616  PID         -  DU0616
 DU0616  STATE/COUNTY-  AZ/MARICOPA
 DU0616  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0616
 DU0616                         *CURRENT SURVEY CONTROL
 DU0616  ___________________________________________________________________
 DU0616* NAD 83(1986)-  33 24 54.     (N)    111 37 25.     (W)     SCALED    
 DU0616* NAVD 88     -       473.098  (meters)    1552.16   (feet)  ADJUSTED  
 DU0616  ___________________________________________________________________
 DU0616  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0616  DYNAMIC HT  -         472.530 (meters)    1550.29  (feet)  COMP
 DU0616  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU0616
 DU0616  VERT ORDER  -  FIRST     CLASS II
 DU0616
 DU0616.The horizontal coordinates were scaled from a topographic map and have
 DU0616.an estimated accuracy of +/- 6 seconds.
 DU0616
 DU0616.The orthometric height was determined by differential leveling
 DU0616.and adjusted by the National Geodetic Survey in June 1991..
 DU0616
 DU0616.The geoid height was determined by GEOID03.
 DU0616
 DU0616.The dynamic height is computed by dividing the NAVD 88
 DU0616.geopotential number by the normal gravity value computed on the
 DU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0616.degrees latitude (g = 980.6199 gals.).
 DU0616
 DU0616.The modeled gravity was interpolated from observed gravity values.
 DU0616
 DU0616;                    North         East    Units  Estimated Accuracy
 DU0616;SPC AZ C     -   267,810.      240,620.      MT  (+/- 180 meters Scaled)
 DU0616
 DU0616                          SUPERSEDED SURVEY CONTROL
 DU0616
 DU0616  NGVD 29 (??/??/92)  472.519  (m)         1550.26   (f) ADJ UNCH    1 2
 DU0616
 DU0616.Superseded values are not recommended for survey control.
 DU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0616.See file dsdata.txt to determine how the superseded data were derived.
 DU0616
 DU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420974(NAD 83)
 DU0616_MARKER: DD = SURVEY DISK
 DU0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0616_SP_SET: ABUTMENT
 DU0616_STAMPING: 1549.47 608.25
 DU0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0616
 DU0616  HISTORY     - Date     Condition        Report By
 DU0616  HISTORY     - UNK      MONUMENTED       AZHD
 DU0616  HISTORY     - 1948     GOOD             NGS
 DU0616  HISTORY     - 1981     GOOD             NGS
 DU0616
 DU0616                          STATION DESCRIPTION
 DU0616
 DU0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0616'4.3 MI W FROM APACHE JUNCTION.
 DU0616'ABOUT 4.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0616'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0616'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0616'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0616
 DU0616                          STATION RECOVERY (1981)
 DU0616
 DU0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0616'7.1 KILOMETERS (4.45 MILES) EAST ALONG U.S. HIGHWAY 60 FROM
 DU0616'THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE WEST
 DU0616'ABUTMENT FOR A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE
 DU0616'EASTBOUND HIGHWAY LANES, 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0616'CENTERLINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY AND 27.7
 DU0616'METERS (90.9 FEET) EAST OF THE CENTERLINE OF 96TH STREET.
 DU0616'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0056 ***********************************************************************
 FS0056  DESIGNATION -  1549.57
 FS0056  PID         -  FS0056
 FS0056  STATE/COUNTY-  AZ/MOHAVE
 FS0056  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0056
 FS0056                         *CURRENT SURVEY CONTROL
 FS0056  ___________________________________________________________________
 FS0056* NAD 83(1986)-  35 58 47.     (N)    114 41 48.     (W)     SCALED    
 FS0056* NAVD 88     -       472.192  (meters)    1549.18   (feet)  POSTED    
 FS0056  ___________________________________________________________________
 FS0056  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FS0056  DYNAMIC HT  -         471.720 (meters)    1547.63  (feet)  COMP
 FS0056  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 FS0056
 FS0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0056
 FS0056.The horizontal coordinates were scaled from a topographic map and have
 FS0056.an estimated accuracy of +/- 6 seconds.
 FS0056
 FS0056.The orthometric height was determined by differential leveling
 FS0056.and adjusted by the National Geodetic Survey in 1992..
 FS0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0056.rate of 0.0 thru 1.0 mm/km.
 FS0056
 FS0056.The geoid height was determined by GEOID03.
 FS0056
 FS0056.The dynamic height is computed by dividing the NAVD 88
 FS0056.geopotential number by the normal gravity value computed on the
 FS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0056.degrees latitude (g = 980.6199 gals.).
 FS0056
 FS0056.The modeled gravity was interpolated from observed gravity values.
 FS0056
 FS0056;                    North         East    Units  Estimated Accuracy
 FS0056;SPC AZ W     -   552,700.      127,990.      MT  (+/- 180 meters Scaled)
 FS0056
 FS0056                          SUPERSEDED SURVEY CONTROL
 FS0056
 FS0056  NGVD 29 (??/??/92)  471.470  (m)         1546.81   (f) ADJ UNCH    1 1
 FS0056
 FS0056.Superseded values are not recommended for survey control.
 FS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0056.See file dsdata.txt to determine how the superseded data were derived.
 FS0056
 FS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV076841(NAD 83)
 FS0056_MARKER: DD = SURVEY DISK
 FS0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0056_SP_SET: BRIDGE
 FS0056_STAMPING: 1549.57
 FS0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0056
 FS0056  HISTORY     - Date     Condition        Report By
 FS0056  HISTORY     - UNK      MONUMENTED       BPR
 FS0056  HISTORY     - 1950     GOOD             NGS
 FS0056  HISTORY     - 1963     GOOD             NGS
 FS0056  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0056
 FS0056                          STATION DESCRIPTION
 FS0056
 FS0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0056'4.3 MI SE FROM HOOVER DAM.
 FS0056'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0056'(ARIZONA) END OF HOOVER DAM, AT A LARGE CONCRETE BRIDGE OVER A
 FS0056'DRY WASH, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST GUARD
 FS0056'RAIL BASE, 13.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0056'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0056
 FS0056                          STATION RECOVERY (1963)
 FS0056
 FS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0056'RECOVERED IN GOOD CONDITION.
 FS0056
 FS0056                          STATION RECOVERY (1981)
 FS0056
 FS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0056'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0184 ***********************************************************************
 FR0184  DESIGNATION -  155 0
 FR0184  PID         -  FR0184
 FR0184  STATE/COUNTY-  AZ/YAVAPAI
 FR0184  USGS QUAD   -  RED MESA (1981)
 FR0184
 FR0184                         *CURRENT SURVEY CONTROL
 FR0184  ___________________________________________________________________
 FR0184* NAD 83(1986)-  35 22 51.     (N)    112 59 12.     (W)     SCALED    
 FR0184* NAVD 88     -      1568.826  (meters)    5147.06   (feet)  ADJUSTED  
 FR0184  ___________________________________________________________________
 FR0184  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0184  DYNAMIC HT  -        1566.771 (meters)    5140.31  (feet)  COMP
 FR0184  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 FR0184
 FR0184  VERT ORDER  -  SECOND    CLASS 0
 FR0184
 FR0184.The horizontal coordinates were scaled from a topographic map and have
 FR0184.an estimated accuracy of +/- 6 seconds.
 FR0184
 FR0184.The orthometric height was determined by differential leveling
 FR0184.and adjusted by the National Geodetic Survey in June 1991..
 FR0184
 FR0184.The geoid height was determined by GEOID03.
 FR0184
 FR0184.The dynamic height is computed by dividing the NAVD 88
 FR0184.geopotential number by the normal gravity value computed on the
 FR0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0184.degrees latitude (g = 980.6199 gals.).
 FR0184
 FR0184.The modeled gravity was interpolated from observed gravity values.
 FR0184
 FR0184;                    North         East    Units  Estimated Accuracy
 FR0184;SPC AZ C     -   486,350.      116,140.      MT  (+/- 180 meters Scaled)
 FR0184
 FR0184                          SUPERSEDED SURVEY CONTROL
 FR0184
 FR0184  NGVD 29 (??/??/92) 1567.930  (m)         5144.12   (f) ADJ UNCH    2 0
 FR0184
 FR0184.Superseded values are not recommended for survey control.
 FR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0184.See file dsdata.txt to determine how the superseded data were derived.
 FR0184
 FR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE195170(NAD 83)
 FR0184_MARKER: DD = SURVEY DISK
 FR0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0184_SP_SET: ROD
 FR0184_STAMPING: 155-0 1966
 FR0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0184
 FR0184  HISTORY     - Date     Condition        Report By
 FR0184  HISTORY     - 1966     MONUMENTED       USGS
 FR0184  HISTORY     - 1968     GOOD             NGS
 FR0184  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0184
 FR0184                          STATION DESCRIPTION
 FR0184
 FR0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0184'8.0 MI W FROM SELIGMAN.
 FR0184'8.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0184'THE STATION AT SELIGMAN, 7 POLES SOUTHEAST OF MILEPOST 437, 40.4 FEET
 FR0184'NORTHEAST OF THE NORTHEAST RAIL, 19 FEET SOUTHWEST OF THE CENTER LINE
 FR0184'OF A TRACK ROAD, 13 FEET NORTHWEST OF A TELEPHONE POLE BEARING A USGS
 FR0184'PLAGUE, ABOUT 7 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 FR0184'5/8-INCH COPPER COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED
 FR0184'IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FR0184
 FR0184                          STATION RECOVERY (1982)
 FR0184
 FR0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0184'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1242 ***********************************************************************
 DU1242  DESIGNATION -  155 DOR
 DU1242  PID         -  DU1242
 DU1242  STATE/COUNTY-  AZ/GILA
 DU1242  USGS QUAD   -  CONE BUTTE (1978)
 DU1242
 DU1242                         *CURRENT SURVEY CONTROL
 DU1242  ___________________________________________________________________
 DU1242* NAD 83(1986)-  33 50 15.     (N)    110 09 39.     (W)     SCALED    
 DU1242* NAVD 88     -      1580.411  (meters)    5185.07   (feet)  ADJUSTED  
 DU1242  ___________________________________________________________________
 DU1242  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DU1242  DYNAMIC HT  -        1578.125 (meters)    5177.57  (feet)  COMP
 DU1242  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 DU1242
 DU1242  VERT ORDER  -  FIRST     CLASS II
 DU1242
 DU1242.The horizontal coordinates were scaled from a topographic map and have
 DU1242.an estimated accuracy of +/- 6 seconds.
 DU1242
 DU1242.The orthometric height was determined by differential leveling
 DU1242.and adjusted by the National Geodetic Survey in June 1991..
 DU1242
 DU1242.The geoid height was determined by GEOID03.
 DU1242
 DU1242.The dynamic height is computed by dividing the NAVD 88
 DU1242.geopotential number by the normal gravity value computed on the
 DU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1242.degrees latitude (g = 980.6199 gals.).
 DU1242
 DU1242.The modeled gravity was interpolated from observed gravity values.
 DU1242
 DU1242;                    North         East    Units  Estimated Accuracy
 DU1242;SPC AZ E     -   314,630.      213,900.      MT  (+/- 180 meters Scaled)
 DU1242
 DU1242                          SUPERSEDED SURVEY CONTROL
 DU1242
 DU1242.No superseded survey control is available for this station.
 DU1242
 DU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC776444(NAD 83)
 DU1242_MARKER: DB = BENCH MARK DISK
 DU1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1242_SP_SET: COPPER-CLAD STEEL ROD
 DU1242_STAMPING: 5182 155 DOR 1965
 DU1242_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1242
 DU1242  HISTORY     - Date     Condition        Report By
 DU1242  HISTORY     - 1965     MONUMENTED       USGS
 DU1242  HISTORY     - 1979     GOOD             NGS
 DU1242
 DU1242                          STATION DESCRIPTION
 DU1242
 DU1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1242'14.3 MI SE FROM CARRIZO JUNCTION.
 DU1242'14.3 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1242'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, ALSO, 14.3 MILES NORTHWEST ALONG
 DU1242'STATE HIGHWAY 73 FROM THE APACHE TRIBAL HEADQUARTERS IN WHITERIVER,
 DU1242'0.45 MILE NORTHWEST OF HIGHWAY MILE MARKER 325, 96.8 FEET SOUTHWEST OF
 DU1242'THE CENTERLINE OF THE HIGHWAY AND 0.6 FOOT NORTHEAST OF A BARBED
 DU1242'WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE
 DU1242'DRIVEN TO REFUSAL.
 DU1242'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0484 ***********************************************************************
 GQ0484  DESIGNATION -  155 DOR
 GQ0484  PID         -  GQ0484
 GQ0484  STATE/COUNTY-  AZ/MOHAVE
 GQ0484  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0484
 GQ0484                         *CURRENT SURVEY CONTROL
 GQ0484  ___________________________________________________________________
 GQ0484* NAD 83(1986)-  36 26 43.     (N)    113 33 06.     (W)     SCALED    
 GQ0484* NAVD 88     -      1756.433  (meters)    5762.56   (feet)  POSTED    
 GQ0484  ___________________________________________________________________
 GQ0484  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 GQ0484  DYNAMIC HT  -        1754.320 (meters)    5755.63  (feet)  COMP
 GQ0484  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 GQ0484
 GQ0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0484
 GQ0484.The horizontal coordinates were scaled from a topographic map and have
 GQ0484.an estimated accuracy of +/- 6 seconds.
 GQ0484
 GQ0484.The orthometric height was determined by differential leveling
 GQ0484.and adjusted by the National Geodetic Survey in 1992..
 GQ0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0484.rate of 0.0 thru 1.0 mm/km.
 GQ0484
 GQ0484.The geoid height was determined by GEOID03.
 GQ0484
 GQ0484.The dynamic height is computed by dividing the NAVD 88
 GQ0484.geopotential number by the normal gravity value computed on the
 GQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0484.degrees latitude (g = 980.6199 gals.).
 GQ0484
 GQ0484.The modeled gravity was interpolated from observed gravity values.
 GQ0484
 GQ0484;                    North         East    Units  Estimated Accuracy
 GQ0484;SPC AZ W     -   603,960.      231,140.      MT  (+/- 180 meters Scaled)
 GQ0484
 GQ0484                          SUPERSEDED SURVEY CONTROL
 GQ0484
 GQ0484.No superseded survey control is available for this station.
 GQ0484
 GQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF713363(NAD 83)
 GQ0484_MARKER: DB = BENCH MARK DISK
 GQ0484_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0484_SP_SET: ROCK OUTCROP
 GQ0484_STAMPING: 155 DOR 1970 5760
 GQ0484_MARK LOGO: USGS  
 GQ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0484+STABILITY: POSITION/ELEVATION WELL
 GQ0484
 GQ0484  HISTORY     - Date     Condition        Report By
 GQ0484  HISTORY     - 1970     MONUMENTED       USGS
 GQ0484
 GQ0484                          STATION DESCRIPTION
 GQ0484
 GQ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0484'95.3 KM (59.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0484'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0484'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0484'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0484'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 13.3 MILES SOUTHWEST, 0.2
 GQ0484'MILES NORTH OF A SMALL STOCK POND, 32 FEET EAST OF THE ROAD.
 GQ0484'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0484'THE MARK IS 7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0457 ***********************************************************************
 DU0457  DESIGNATION -  1550.71
 DU0457  PID         -  DU0457
 DU0457  STATE/COUNTY-  AZ/PINAL
 DU0457  USGS QUAD   -  FLORENCE (1981)
 DU0457
 DU0457                         *CURRENT SURVEY CONTROL
 DU0457  ___________________________________________________________________
 DU0457* NAD 83(1986)-  33 04 27.     (N)    111 22 38.     (W)     SCALED    
 DU0457* NAVD 88     -       473.11   (+/-2cm)    1552.2    (feet)  VERTCON   
 DU0457  ___________________________________________________________________
 DU0457  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0457
 DU0457  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0457
 DU0457.The horizontal coordinates were scaled from a topographic map and have
 DU0457.an estimated accuracy of +/- 6 seconds.
 DU0457
 DU0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0457.The vertical order pertains to the NGVD 29 superseded value.
 DU0457
 DU0457.The geoid height was determined by GEOID03.
 DU0457
 DU0457;                    North         East    Units  Estimated Accuracy
 DU0457;SPC AZ C     -   230,110.      263,730.      MT  (+/- 180 meters Scaled)
 DU0457
 DU0457                          SUPERSEDED SURVEY CONTROL
 DU0457
 DU0457  NGVD 29 (??/??/92)  472.536  (m)         1550.31   (f) ADJ UNCH    1 2
 DU0457
 DU0457.Superseded values are not recommended for survey control.
 DU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0457.See file dsdata.txt to determine how the superseded data were derived.
 DU0457
 DU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB647595(NAD 83)
 DU0457_MARKER: DD = SURVEY DISK
 DU0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0457_SP_SET: CULVERT
 DU0457_STAMPING: 1550.71 691+50 1931
 DU0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0457
 DU0457  HISTORY     - Date     Condition        Report By
 DU0457  HISTORY     - 1931     MONUMENTED       AZHD
 DU0457  HISTORY     - 1949     GOOD             NGS
 DU0457
 DU0457                          STATION DESCRIPTION
 DU0457
 DU0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0457'3.2 MI N FROM FLORENCE.
 DU0457'3.2 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0457'FLORENCE, AT A DOUBLE TILE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 DU0457'THE TOP OF THE WEST CONCRETE HEADWALL, 16 FEET WEST OF THE CENTERLINE
 DU0457'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. AN
 DU0457'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1550.71 691+50
 DU0457'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0085 ***********************************************************************
 DA0085  DESIGNATION -  1552.84
 DA0085  PID         -  DA0085
 DA0085  STATE/COUNTY-  AZ/PINAL
 DA0085  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0085
 DA0085                         *CURRENT SURVEY CONTROL
 DA0085  ___________________________________________________________________
 DA0085* NAD 83(1986)-  32 51 09.     (N)    112 05 11.     (W)     SCALED    
 DA0085* NAVD 88     -       473.99   (+/-2cm)    1555.1    (feet)  VERTCON   
 DA0085  ___________________________________________________________________
 DA0085  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0085
 DA0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0085
 DA0085.The horizontal coordinates were scaled from a topographic map and have
 DA0085.an estimated accuracy of +/- 6 seconds.
 DA0085
 DA0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0085.The vertical order pertains to the NGVD 29 superseded value.
 DA0085
 DA0085.The geoid height was determined by GEOID03.
 DA0085
 DA0085;                    North         East    Units  Estimated Accuracy
 DA0085;SPC AZ C     -   205,410.      197,470.      MT  (+/- 180 meters Scaled)
 DA0085
 DA0085                          SUPERSEDED SURVEY CONTROL
 DA0085
 DA0085  NGVD 29 (??/??/92)  473.374  (m)         1553.06   (f) ADJ UNCH    2 0
 DA0085
 DA0085.Superseded values are not recommended for survey control.
 DA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0085.See file dsdata.txt to determine how the superseded data were derived.
 DA0085
 DA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983354(NAD 83)
 DA0085_MARKER: DD = SURVEY DISK
 DA0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0085_SP_SET: RETAINING WALL
 DA0085_STAMPING: 1552.84 2046 + 25.9 1934
 DA0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0085
 DA0085  HISTORY     - Date     Condition        Report By
 DA0085  HISTORY     - 1934     MONUMENTED       AZHD
 DA0085  HISTORY     - 1951     GOOD             NGS
 DA0085  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0085
 DA0085                          STATION DESCRIPTION
 DA0085
 DA0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0085'7.4 MI W FROM STANFIELD.
 DA0085'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0085'STANFIELD, ABOUT 0.2 MILE WEST OF THE JUNCTION OF HIDDEN VALLEY ROAD
 DA0085'WHICH LEADS NORTHEAST, AT A DIP, IN THE TOP OF THE WEST END OF A
 DA0085'CONCRETE RETAINING WALL, 12.5 FEET NORTH OF THE CENTER LINE OF THE
 DA0085'HIGHWAY, 1.0 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT LEVEL
 DA0085'WITH THE HIGHWAY.
 DA0085
 DA0085                          STATION RECOVERY (1963)
 DA0085
 DA0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1593 ***********************************************************************
 CZ1593  DESIGNATION -  1557.64
 CZ1593  PID         -  CZ1593
 CZ1593  STATE/COUNTY-  AZ/PINAL
 CZ1593  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1593
 CZ1593                         *CURRENT SURVEY CONTROL
 CZ1593  ___________________________________________________________________
 CZ1593* NAD 83(1986)-  32 44 53.     (N)    111 34 23.     (W)     SCALED    
 CZ1593* NAVD 88     -       474.39   (+/-2cm)    1556.4    (feet)  VERTCON   
 CZ1593  ___________________________________________________________________
 CZ1593  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1593
 CZ1593  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1593
 CZ1593.The horizontal coordinates were scaled from a topographic map and have
 CZ1593.an estimated accuracy of +/- 6 seconds.
 CZ1593
 CZ1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1593.The vertical order pertains to the NGVD 29 superseded value.
 CZ1593
 CZ1593.The geoid height was determined by GEOID03.
 CZ1593
 CZ1593;                    North         East    Units  Estimated Accuracy
 CZ1593;SPC AZ C     -   193,870.      245,560.      MT  (+/- 180 meters Scaled)
 CZ1593
 CZ1593                          SUPERSEDED SURVEY CONTROL
 CZ1593
 CZ1593  NGVD 29 (??/??/92)  473.834  (m)         1554.57   (f) ADJ UNCH    1 2
 CZ1593
 CZ1593.Superseded values are not recommended for survey control.
 CZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1593.See file dsdata.txt to determine how the superseded data were derived.
 CZ1593
 CZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463235(NAD 83)
 CZ1593_MARKER: DD = SURVEY DISK
 CZ1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1593_SP_SET: CULVERT
 CZ1593_STAMPING: 1557.64
 CZ1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1593
 CZ1593  HISTORY     - Date     Condition        Report By
 CZ1593  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1593  HISTORY     - 1975     GOOD             AZDT
 CZ1593
 CZ1593                          STATION DESCRIPTION
 CZ1593
 CZ1593'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1593'2.65 MI SE FROM ELOY.
 CZ1593'FROM MILEPOST 207, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1593'THE STATION ON THE LEFT.  ON A HEADWALL ABOUT 200 FT. EAST OF ALSDORF
 CZ1593'ROAD OVERPASS.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 20
 CZ1593'FT. HEADWALL CULVERT.  NOTE-- YOU CAN ALSO REACH STA BY GOING 1.35
 CZ1593'MILES WEST ON ALSDORF RD FROM RT 84.93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1595 ***********************************************************************
 CZ1595  DESIGNATION -  1558.40
 CZ1595  PID         -  CZ1595
 CZ1595  STATE/COUNTY-  AZ/PINAL
 CZ1595  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1595
 CZ1595                         *CURRENT SURVEY CONTROL
 CZ1595  ___________________________________________________________________
 CZ1595* NAD 83(1986)-  32 44 36.     (N)    111 33 57.     (W)     SCALED    
 CZ1595* NAVD 88     -       474.58   (+/-2cm)    1557.0    (feet)  VERTCON   
 CZ1595  ___________________________________________________________________
 CZ1595  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1595
 CZ1595  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1595
 CZ1595.The horizontal coordinates were scaled from a topographic map and have
 CZ1595.an estimated accuracy of +/- 6 seconds.
 CZ1595
 CZ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1595.The vertical order pertains to the NGVD 29 superseded value.
 CZ1595
 CZ1595.The geoid height was determined by GEOID03.
 CZ1595
 CZ1595;                    North         East    Units  Estimated Accuracy
 CZ1595;SPC AZ C     -   193,340.      246,240.      MT  (+/- 180 meters Scaled)
 CZ1595
 CZ1595                          SUPERSEDED SURVEY CONTROL
 CZ1595
 CZ1595  NGVD 29 (??/??/92)  474.028  (m)         1555.21   (f) ADJ UNCH    1 2
 CZ1595
 CZ1595.Superseded values are not recommended for survey control.
 CZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1595.See file dsdata.txt to determine how the superseded data were derived.
 CZ1595
 CZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469229(NAD 83)
 CZ1595_MARKER: DD = SURVEY DISK
 CZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1595_STAMPING: 1558.40
 CZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1595+STABILITY: SURFACE MOTION
 CZ1595
 CZ1595  HISTORY     - Date     Condition        Report By
 CZ1595  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1595  HISTORY     - 1975     GOOD             AZDT
 CZ1595
 CZ1595                          STATION DESCRIPTION
 CZ1595
 CZ1595'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1595'2.25 MI SW FROM ELOY.
 CZ1595'FROM MILEPOST 208, I-10, WEST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1595'THE STATION ON THE LEFT.  70 FT. SOUTH OF THE SOUTH R/W FENCE LINE.
 CZ1595'220 FT. SOUTH OF THE CENTERLINE.  3 FT. WEST OF AN ANGLE IRON,
 CZ1595'STENCILED, POT 3826+16.35.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1595'POST, UP 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0125 ***********************************************************************
 DA0125  DESIGNATION -  1558.46
 DA0125  PID         -  DA0125
 DA0125  STATE/COUNTY-  AZ/MARICOPA
 DA0125  USGS QUAD   -  BIG HORN (1979)
 DA0125
 DA0125                         *CURRENT SURVEY CONTROL
 DA0125  ___________________________________________________________________
 DA0125* NAD 83(1986)-  32 52 28.     (N)    112 26 39.     (W)     SCALED    
 DA0125* NAVD 88     -       475.67   (+/-2cm)    1560.6    (feet)  VERTCON   
 DA0125  ___________________________________________________________________
 DA0125  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0125
 DA0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0125
 DA0125.The horizontal coordinates were scaled from a topographic map and have
 DA0125.an estimated accuracy of +/- 6 seconds.
 DA0125
 DA0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0125.The vertical order pertains to the NGVD 29 superseded value.
 DA0125
 DA0125.The geoid height was determined by GEOID03.
 DA0125
 DA0125;                    North         East    Units  Estimated Accuracy
 DA0125;SPC AZ C     -   207,950.      164,000.      MT  (+/- 180 meters Scaled)
 DA0125
 DA0125                          SUPERSEDED SURVEY CONTROL
 DA0125
 DA0125  NGVD 29 (??/??/92)  475.008  (m)         1558.42   (f) ADJ UNCH    2 0
 DA0125
 DA0125.Superseded values are not recommended for survey control.
 DA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0125.See file dsdata.txt to determine how the superseded data were derived.
 DA0125
 DA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB648382(NAD 83)
 DA0125_MARKER: DD = SURVEY DISK
 DA0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0125_SP_SET: HEADWALL
 DA0125_STAMPING: 1558.46 8611+755 1959
 DA0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0125
 DA0125  HISTORY     - Date     Condition        Report By
 DA0125  HISTORY     - 1959     MONUMENTED       AZHD
 DA0125  HISTORY     - 1960     GOOD             NGS
 DA0125
 DA0125                          STATION DESCRIPTION
 DA0125
 DA0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0125'16.6 MI E FROM GILA BEND.
 DA0125'16.6 MILES EAST OF GILA BEND ON STATE HIGHWAY 84, 36 FEET NORTH OF THE
 DA0125'CENTERLINE OF HIGHWAY, 0.3 MILE WEST OF MILEPOST 137, CEMENTED IN
 DA0125'DRILL HOLE IN CENTER OF NORTH HEADWALL, ABOUT 5 FEET LOWER THAN THE
 DA0125'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1074 ***********************************************************************
 DA1074  DESIGNATION -  1558+80
 DA1074  PID         -  DA1074
 DA1074  STATE/COUNTY-  AZ/YUMA
 DA1074  USGS QUAD   -  MOHAWK (1982)
 DA1074
 DA1074                         *CURRENT SURVEY CONTROL
 DA1074  ___________________________________________________________________
 DA1074* NAD 83(1986)-  32 43 03.     (N)    113 49 01.     (W)     SCALED    
 DA1074* NAVD 88     -       121.606  (meters)     398.97   (feet)  ADJUSTED  
 DA1074  ___________________________________________________________________
 DA1074  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA1074  DYNAMIC HT  -         121.468 (meters)     398.52  (feet)  COMP
 DA1074  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DA1074
 DA1074  VERT ORDER  -  FIRST     CLASS II
 DA1074
 DA1074.The horizontal coordinates were scaled from a topographic map and have
 DA1074.an estimated accuracy of +/- 6 seconds.
 DA1074
 DA1074.The orthometric height was determined by differential leveling
 DA1074.and adjusted by the National Geodetic Survey in June 1991..
 DA1074
 DA1074.The geoid height was determined by GEOID03.
 DA1074
 DA1074.The dynamic height is computed by dividing the NAVD 88
 DA1074.geopotential number by the normal gravity value computed on the
 DA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1074.degrees latitude (g = 980.6199 gals.).
 DA1074
 DA1074.The modeled gravity was interpolated from observed gravity values.
 DA1074
 DA1074;                    North         East    Units  Estimated Accuracy
 DA1074;SPC AZ W     -   190,430.      207,080.      MT  (+/- 180 meters Scaled)
 DA1074
 DA1074                          SUPERSEDED SURVEY CONTROL
 DA1074
 DA1074  NGVD 29 (??/??/92)  120.945  (m)          396.80   (f) ADJ UNCH    1 2
 DA1074
 DA1074.Superseded values are not recommended for survey control.
 DA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1074.See file dsdata.txt to determine how the superseded data were derived.
 DA1074
 DA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB359234(NAD 83)
 DA1074_MARKER: DD = SURVEY DISK
 DA1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1074_SP_SET: BRIDGE
 DA1074_STAMPING: 397.18 1558+80 1941
 DA1074_MARK LOGO: AZHD  
 DA1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1074
 DA1074  HISTORY     - Date     Condition        Report By
 DA1074  HISTORY     - 1941     MONUMENTED       AZHD
 DA1074  HISTORY     - 1952     GOOD             NGS
 DA1074  HISTORY     - 1962     GOOD             NGS
 DA1074  HISTORY     - 1981     GOOD             NGS
 DA1074  HISTORY     - 1981     GOOD             NGS
 DA1074
 DA1074                          STATION DESCRIPTION
 DA1074
 DA1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1074'3.7 MI W FROM MOHAWK.
 DA1074'3.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1074'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, IN THE TOP OF THE SOUTH
 DA1074'RAIL OF A HIGHWAY BRIDGE OVER A WASH, 2 POLES WEST OF RAILROAD
 DA1074'MILEPOST 789, 180 FEET NORTHEAST OF TWO SEMAPHORES WEST BOUND NO.
 DA1074'7889, EAST BOUND NO. 7888, 150 FEET NORTH OF A WOODEN RAILROAD BRIDGE
 DA1074'NO. 788.94, 17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.9
 DA1074'FOOT ABOVE THE ROAD.
 DA1074
 DA1074                          STATION RECOVERY (1962)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1074'RECOVERED IN GOOD CONDITION.
 DA1074
 DA1074                          STATION RECOVERY (1981)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1074'13.1 KM (8.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1074'IN TACNA, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 789, SET IN THE TOP
 DA1074'CENTER OF THE SOUTHEAST HEADWALL OF A SMALL HIGHWAY BRIDGE, 5.3 M
 DA1074'(17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (7.0 FT)
 DA1074'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1074'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1074'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DA1074
 DA1074                          STATION RECOVERY (1981)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1074'13.1 KM (8.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1074'IN TACNA, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 789, SET IN THE TOP
 DA1074'CENTER OF THE SOUTHEAST HEADWALL OF A SMALL HIGHWAY BRIDGE, 5.3 M
 DA1074'(17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (7.0 FT)
 DA1074'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1074'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1074'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0003 ***********************************************************************
 CZ0003  DESIGNATION -  156
 CZ0003  PID         -  CZ0003
 CZ0003  STATE/COUNTY-  AZ/COCHISE
 CZ0003  USGS QUAD   -  DRAGOON (1995)
 CZ0003
 CZ0003                         *CURRENT SURVEY CONTROL
 CZ0003  ___________________________________________________________________
 CZ0003* NAD 83(1986)-  32 01 21.     (N)    110 02 40.     (W)     SCALED    
 CZ0003* NAVD 88     -      1401.61   (+/-2cm)    4598.4    (feet)  VERTCON   
 CZ0003  ___________________________________________________________________
 CZ0003  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CZ0003
 CZ0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0003
 CZ0003.The horizontal coordinates were scaled from a topographic map and have
 CZ0003.an estimated accuracy of +/- 6 seconds.
 CZ0003
 CZ0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0003.The vertical order pertains to the NGVD 29 superseded value.
 CZ0003
 CZ0003.The geoid height was determined by GEOID03.
 CZ0003
 CZ0003;                    North         East    Units  Estimated Accuracy
 CZ0003;SPC AZ E     -   113,370.      224,910.      MT  (+/- 180 meters Scaled)
 CZ0003
 CZ0003                          SUPERSEDED SURVEY CONTROL
 CZ0003
 CZ0003  NGVD 29 (??/??/92) 1400.727  (m)         4595.55   (f) ADJ UNCH    1 2
 CZ0003
 CZ0003.Superseded values are not recommended for survey control.
 CZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0003.See file dsdata.txt to determine how the superseded data were derived.
 CZ0003
 CZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA902433(NAD 83)
 CZ0003_MARKER: P = PIPE CAP
 CZ0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0003_STAMPING: 156 H 1907
 CZ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0003
 CZ0003  HISTORY     - Date     Condition        Report By
 CZ0003  HISTORY     - 1907     MONUMENTED       USGS
 CZ0003  HISTORY     - 1952     GOOD             NGS
 CZ0003
 CZ0003                          STATION DESCRIPTION
 CZ0003
 CZ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0003'0.5 MI SW FROM DRAGOON.
 CZ0003'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0003'THE STATION AT DRAGOON, 0.15 MILE SOUTHWEST OF THE POINT OF SWITCH OF
 CZ0003'THE WEST BOUND PASSING SIDING, 181.0 FEET NORTHEAST OF A TREE
 CZ0003'SOUTHEAST OF A FENCE, 95.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.8
 CZ0003'FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT
 CZ0003'1.0 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A 3-1/2 INCH IRON
 CZ0003'PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1243 ***********************************************************************
 DU1243  DESIGNATION -  156 DOR
 DU1243  PID         -  DU1243
 DU1243  STATE/COUNTY-  AZ/GILA
 DU1243  USGS QUAD   -  CONE BUTTE (1978)
 DU1243
 DU1243                         *CURRENT SURVEY CONTROL
 DU1243  ___________________________________________________________________
 DU1243* NAD 83(1986)-  33 49 34.     (N)    110 08 57.     (W)     SCALED    
 DU1243* NAVD 88     -      1602.628  (meters)    5257.96   (feet)  ADJUSTED  
 DU1243  ___________________________________________________________________
 DU1243  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU1243  DYNAMIC HT  -        1600.310 (meters)    5250.35  (feet)  COMP
 DU1243  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 DU1243
 DU1243  VERT ORDER  -  FIRST     CLASS II
 DU1243
 DU1243.The horizontal coordinates were scaled from a topographic map and have
 DU1243.an estimated accuracy of +/- 6 seconds.
 DU1243
 DU1243.The orthometric height was determined by differential leveling
 DU1243.and adjusted by the National Geodetic Survey in June 1991..
 DU1243
 DU1243.The geoid height was determined by GEOID03.
 DU1243
 DU1243.The dynamic height is computed by dividing the NAVD 88
 DU1243.geopotential number by the normal gravity value computed on the
 DU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1243.degrees latitude (g = 980.6199 gals.).
 DU1243
 DU1243.The modeled gravity was interpolated from observed gravity values.
 DU1243
 DU1243;                    North         East    Units  Estimated Accuracy
 DU1243;SPC AZ E     -   313,370.      214,980.      MT  (+/- 180 meters Scaled)
 DU1243
 DU1243                          SUPERSEDED SURVEY CONTROL
 DU1243
 DU1243.No superseded survey control is available for this station.
 DU1243
 DU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC787432(NAD 83)
 DU1243_MARKER: DB = BENCH MARK DISK
 DU1243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1243_SP_SET: COPPER-CLAD STEEL ROD
 DU1243_STAMPING: 5255 156 DOR 1965
 DU1243_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1243
 DU1243  HISTORY     - Date     Condition        Report By
 DU1243  HISTORY     - 1965     MONUMENTED       USGS
 DU1243  HISTORY     - 1979     GOOD             NGS
 DU1243
 DU1243                          STATION DESCRIPTION
 DU1243
 DU1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1243'13.0 MI NW FROM WHITERIVER.
 DU1243'13.0 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE
 DU1243'TRIBAL HEADQUARTERS IN WHITERIVER, 0.45 MILE NORTHWEST OF HIGHWAY
 DU1243'MILE MARKER 326, 98.2 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1243'AND 0.6 FOOT NORTHEAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1243'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1243'THE MARK IS 0.7 FT  NE FROM A WITNESS POST.
 DU1243'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0485 ***********************************************************************
 GQ0485  DESIGNATION -  156 DOR
 GQ0485  PID         -  GQ0485
 GQ0485  STATE/COUNTY-  AZ/MOHAVE
 GQ0485  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0485
 GQ0485                         *CURRENT SURVEY CONTROL
 GQ0485  ___________________________________________________________________
 GQ0485* NAD 83(1986)-  36 26 13.     (N)    113 33 20.     (W)     SCALED    
 GQ0485* NAVD 88     -      1769.555  (meters)    5805.61   (feet)  POSTED    
 GQ0485  ___________________________________________________________________
 GQ0485  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 GQ0485  DYNAMIC HT  -        1767.420 (meters)    5798.61  (feet)  COMP
 GQ0485  MODELED GRAV-     979,360.1   (mgal)                       NAVD 88
 GQ0485
 GQ0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0485
 GQ0485.The horizontal coordinates were scaled from a topographic map and have
 GQ0485.an estimated accuracy of +/- 6 seconds.
 GQ0485
 GQ0485.The orthometric height was determined by differential leveling
 GQ0485.and adjusted by the National Geodetic Survey in 1992..
 GQ0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0485.rate of 0.0 thru 1.0 mm/km.
 GQ0485
 GQ0485.The geoid height was determined by GEOID03.
 GQ0485
 GQ0485.The dynamic height is computed by dividing the NAVD 88
 GQ0485.geopotential number by the normal gravity value computed on the
 GQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0485.degrees latitude (g = 980.6199 gals.).
 GQ0485
 GQ0485.The modeled gravity was interpolated from observed gravity values.
 GQ0485
 GQ0485;                    North         East    Units  Estimated Accuracy
 GQ0485;SPC AZ W     -   603,030.      230,790.      MT  (+/- 180 meters Scaled)
 GQ0485
 GQ0485                          SUPERSEDED SURVEY CONTROL
 GQ0485
 GQ0485.No superseded survey control is available for this station.
 GQ0485
 GQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF709354(NAD 83)
 GQ0485_MARKER: DB = BENCH MARK DISK
 GQ0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0485_SP_SET: COPPER-CLAD STEEL ROD
 GQ0485_STAMPING: 156 DOR 1970 5803
 GQ0485_MARK LOGO: USGS  
 GQ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0485
 GQ0485  HISTORY     - Date     Condition        Report By
 GQ0485  HISTORY     - 1970     MONUMENTED       USGS
 GQ0485
 GQ0485                          STATION DESCRIPTION
 GQ0485
 GQ0485'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0485'96.6 KM (60.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0485'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0485'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0485'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0485'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 14.1 MILES SOUTHWEST TO A
 GQ0485'CATTLEGUARD, EAST OF M AND M POND, 41 FEET EAST OF THE ROAD, 0.5 FEET
 GQ0485'NORTH OF A FENCE.  ROD DEPTH UNKNOWN.
 GQ0485'THE MARK IS 0.5 FT  N FROM  A WITNESS SIGN
 GQ0485'THE MARK IS 3.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0237 ***********************************************************************
 CZ0237  DESIGNATION -  156+00
 CZ0237  PID         -  CZ0237
 CZ0237  STATE/COUNTY-  AZ/PIMA
 CZ0237  USGS QUAD   -  TUCSON (1992)
 CZ0237
 CZ0237                         *CURRENT SURVEY CONTROL
 CZ0237  ___________________________________________________________________
 CZ0237* NAD 83(1986)-  32 09 40.     (N)    110 55 56.     (W)     SCALED    
 CZ0237* NAVD 88     -       780.42   (+/-2cm)    2560.4    (feet)  VERTCON   
 CZ0237  ___________________________________________________________________
 CZ0237  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0237
 CZ0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0237
 CZ0237.The horizontal coordinates were scaled from a topographic map and have
 CZ0237.an estimated accuracy of +/- 6 seconds.
 CZ0237
 CZ0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0237.The vertical order pertains to the NGVD 29 superseded value.
 CZ0237
 CZ0237.The geoid height was determined by GEOID03.
 CZ0237
 CZ0237;                    North         East    Units  Estimated Accuracy
 CZ0237;SPC AZ C     -   129,160.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0237
 CZ0237                          SUPERSEDED SURVEY CONTROL
 CZ0237
 CZ0237  NGVD 29 (??/??/92)  779.796  (m)         2558.38   (f) ADJ UNCH    2 0
 CZ0237
 CZ0237.Superseded values are not recommended for survey control.
 CZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0237.See file dsdata.txt to determine how the superseded data were derived.
 CZ0237
 CZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA063582(NAD 83)
 CZ0237_MARKER: DD = SURVEY DISK
 CZ0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0237_SP_SET: CURB
 CZ0237_STAMPING: 2558.62 156 + 00 1955
 CZ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0237+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0237
 CZ0237  HISTORY     - Date     Condition        Report By
 CZ0237  HISTORY     - 1955     MONUMENTED       AZHD
 CZ0237  HISTORY     - 1960     GOOD             NGS
 CZ0237  HISTORY     - 20060315 GOOD             USPSQD
 CZ0237
 CZ0237                          STATION DESCRIPTION
 CZ0237
 CZ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0237'2.8 MI SE FROM TUCSON.
 CZ0237'2.8 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0237'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 250, 28 FEET SOUTHWEST OF
 CZ0237'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 24 FEET SOUTHEAST OF
 CZ0237'THE MILE POST, 14.6 FEET NORTHEAST OF THE EAST BOUND TRAFFIC LANE, SET
 CZ0237'IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CURB ON THE MEDIA STRIP
 CZ0237'AND 0.7 FOOT ABOVE THE ROADWAY.
 CZ0237
 CZ0237                          STATION RECOVERY (2006)
 CZ0237
 CZ0237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0237'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0615 ***********************************************************************
 DU0615  DESIGNATION -  1562.00
 DU0615  PID         -  DU0615
 DU0615  STATE/COUNTY-  AZ/MARICOPA
 DU0615  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0615
 DU0615                         *CURRENT SURVEY CONTROL
 DU0615  ___________________________________________________________________
 DU0615* NAD 83(1986)-  33 24 54.     (N)    111 37 05.     (W)     SCALED    
 DU0615* NAVD 88     -       476.865  (meters)    1564.51   (feet)  ADJUSTED  
 DU0615  ___________________________________________________________________
 DU0615  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0615  DYNAMIC HT  -         476.292 (meters)    1562.63  (feet)  COMP
 DU0615  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 DU0615
 DU0615  VERT ORDER  -  FIRST     CLASS II
 DU0615
 DU0615.The horizontal coordinates were scaled from a topographic map and have
 DU0615.an estimated accuracy of +/- 6 seconds.
 DU0615
 DU0615.The orthometric height was determined by differential leveling
 DU0615.and adjusted by the National Geodetic Survey in June 1991..
 DU0615
 DU0615.The geoid height was determined by GEOID03.
 DU0615
 DU0615.The dynamic height is computed by dividing the NAVD 88
 DU0615.geopotential number by the normal gravity value computed on the
 DU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0615.degrees latitude (g = 980.6199 gals.).
 DU0615
 DU0615.The modeled gravity was interpolated from observed gravity values.
 DU0615
 DU0615;                    North         East    Units  Estimated Accuracy
 DU0615;SPC AZ C     -   267,810.      241,130.      MT  (+/- 180 meters Scaled)
 DU0615
 DU0615                          SUPERSEDED SURVEY CONTROL
 DU0615
 DU0615  NGVD 29 (??/??/92)  476.332  (m)         1562.77   (f) ADJ UNCH    1 2
 DU0615
 DU0615.Superseded values are not recommended for survey control.
 DU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0615.See file dsdata.txt to determine how the superseded data were derived.
 DU0615
 DU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB425974(NAD 83)
 DU0615_MARKER: DD = SURVEY DISK
 DU0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0615_SP_SET: ABUTMENT
 DU0615_STAMPING: 1562.00 624.87
 DU0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0615
 DU0615  HISTORY     - Date     Condition        Report By
 DU0615  HISTORY     - UNK      MONUMENTED       AZHD
 DU0615  HISTORY     - 1948     GOOD             NGS
 DU0615  HISTORY     - 1981     GOOD             NGS
 DU0615
 DU0615                          STATION DESCRIPTION
 DU0615
 DU0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0615'4.0 MI W FROM APACHE JUNCTION.
 DU0615'ABOUT 4.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0615'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0615'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0615'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0615
 DU0615                          STATION RECOVERY (1981)
 DU0615
 DU0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0615'7.6 KILOMETERS (4.75 MILES) EAST ALONG U.S. HIGHWAY 60 FROM
 DU0615'THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE WEST
 DU0615'ABUTMENT OF A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE EAST
 DU0615'BOUND HIGHWAY LANES, 0.1 KILOMETER (0.05 MILE) EAST OF 98TH STREET,
 DU0615'0.25 KILOMETER (0.15 MI) WEST OF CRIMSON ROAD, ALSO 6.3 KILOMETERS
 DU0615'(4.05 MILES) WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DU0615'OF STATE HIGHWAY 88 AT APACHE JUNCTION AND 5.0 METERS (16.5 FEET)
 DU0615'NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0615'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0443 ***********************************************************************
 CZ0443  DESIGNATION -  1562+48.5
 CZ0443  PID         -  CZ0443
 CZ0443  STATE/COUNTY-  AZ/PINAL
 CZ0443  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0443
 CZ0443                         *CURRENT SURVEY CONTROL
 CZ0443  ___________________________________________________________________
 CZ0443* NAD 83(1986)-  32 41 15.     (N)    111 04 38.     (W)     SCALED    
 CZ0443* NAVD 88     -       900.58   (+/-2cm)    2954.7    (feet)  VERTCON   
 CZ0443  ___________________________________________________________________
 CZ0443  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CZ0443
 CZ0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0443
 CZ0443.The horizontal coordinates were scaled from a topographic map and have
 CZ0443.an estimated accuracy of +/- 6 seconds.
 CZ0443
 CZ0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0443.The vertical order pertains to the NGVD 29 superseded value.
 CZ0443
 CZ0443.The geoid height was determined by GEOID03.
 CZ0443
 CZ0443;                    North         East    Units  Estimated Accuracy
 CZ0443;SPC AZ C     -   187,410.      292,080.      MT  (+/- 180 meters Scaled)
 CZ0443
 CZ0443                          SUPERSEDED SURVEY CONTROL
 CZ0443
 CZ0443  NGVD 29 (??/??/92)  899.936  (m)         2952.54   (f) ADJ UNCH    2 0
 CZ0443
 CZ0443.Superseded values are not recommended for survey control.
 CZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0443.See file dsdata.txt to determine how the superseded data were derived.
 CZ0443
 CZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB927166(NAD 83)
 CZ0443_MARKER: DD = SURVEY DISK
 CZ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0443_SP_SET: CULVERT
 CZ0443_STAMPING: 1562+48.5 2952.37
 CZ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0443
 CZ0443  HISTORY     - Date     Condition        Report By
 CZ0443  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0443  HISTORY     - 1962     GOOD             NGS
 CZ0443
 CZ0443                          STATION DESCRIPTION
 CZ0443
 CZ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0443'12.15 MI NW FROM ORACLE JUNCTION.
 CZ0443'12.15 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0443'JUNCTION, 41 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 6 FEET WEST
 CZ0443'OF CURB, A STANDARD DISK SET IN A DRILLHOLE IN THE WEST HEADWALL OF A
 CZ0443'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0674 ***********************************************************************
 DW0674  DESIGNATION -  1565.36
 DW0674  PID         -  DW0674
 DW0674  STATE/COUNTY-  AZ/LA PAZ
 DW0674  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0674
 DW0674                         *CURRENT SURVEY CONTROL
 DW0674  ___________________________________________________________________
 DW0674* NAD 83(1986)-  33 40 30.     (N)    114 04 02.     (W)     SCALED    
 DW0674* NAVD 88     -       478.438  (meters)    1569.68   (feet)  ADJUSTED  
 DW0674  ___________________________________________________________________
 DW0674  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DW0674  DYNAMIC HT  -         477.889 (meters)    1567.87  (feet)  COMP
 DW0674  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DW0674
 DW0674  VERT ORDER  -  FIRST     CLASS II
 DW0674
 DW0674.The horizontal coordinates were scaled from a topographic map and have
 DW0674.an estimated accuracy of +/- 6 seconds.
 DW0674
 DW0674.The orthometric height was determined by differential leveling
 DW0674.and adjusted by the National Geodetic Survey in June 1991..
 DW0674
 DW0674.The geoid height was determined by GEOID03.
 DW0674
 DW0674.The dynamic height is computed by dividing the NAVD 88
 DW0674.geopotential number by the normal gravity value computed on the
 DW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0674.degrees latitude (g = 980.6199 gals.).
 DW0674
 DW0674.The modeled gravity was interpolated from observed gravity values.
 DW0674
 DW0674;                    North         East    Units  Estimated Accuracy
 DW0674;SPC AZ W     -   296,660.      183,940.      MT  (+/- 180 meters Scaled)
 DW0674
 DW0674                          SUPERSEDED SURVEY CONTROL
 DW0674
 DW0674  NGVD 29 (??/??/??)  477.730  (m)         1567.35   (f) ADJUSTED    1 2
 DW0674
 DW0674.Superseded values are not recommended for survey control.
 DW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0674.See file dsdata.txt to determine how the superseded data were derived.
 DW0674
 DW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT719299(NAD 83)
 DW0674_MARKER: DD = SURVEY DISK
 DW0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0674_SP_SET: HEADWALL
 DW0674_STAMPING: 1565.36 1519.40
 DW0674_MARK LOGO: AZHD  
 DW0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0674
 DW0674  HISTORY     - Date     Condition        Report By
 DW0674  HISTORY     - UNK      MONUMENTED       AZHD
 DW0674  HISTORY     - 1933     GOOD             NGS
 DW0674  HISTORY     - 1981     GOOD             NGS
 DW0674
 DW0674                          STATION DESCRIPTION
 DW0674
 DW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0674'10 MI E FROM QUARTZSITE.
 DW0674'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0674'YUMA COUNTY, AT STATION 1519+40, AT A CONCRETE CULVERT, AND
 DW0674'IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA
 DW0674'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1565.36 1519.40.
 DW0674
 DW0674                          STATION RECOVERY (1981)
 DW0674
 DW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0674'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0674'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0674'ALONG GOLD NUGGET ROAD, THENCE 1.1 KM (0.5 MI) EAST ALONG THE OLD U.S.
 DW0674'HIGHWAY 60, AT THE BOTTOM OF A HIGHWAY GRADE, SET IN THE TOP CENTER OF
 DW0674'THE SOUTH CONCRETE HEADWALL OF A 4 FOOT BOX CULVERT, 4.5 METERS (15.0
 DW0674'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DW0674'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1573 ***********************************************************************
 CZ1573  DESIGNATION -  1566.20 3569+00
 CZ1573  PID         -  CZ1573
 CZ1573  STATE/COUNTY-  AZ/PINAL
 CZ1573  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1573
 CZ1573                         *CURRENT SURVEY CONTROL
 CZ1573  ___________________________________________________________________
 CZ1573* NAD 83(1986)-  32 47 13.     (N)    111 38 07.     (W)     SCALED    
 CZ1573* NAVD 88     -       459.68   (+/-2cm)    1508.1    (feet)  VERTCON   
 CZ1573  ___________________________________________________________________
 CZ1573  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1573
 CZ1573  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1573
 CZ1573.The horizontal coordinates were scaled from a topographic map and have
 CZ1573.an estimated accuracy of +/- 6 seconds.
 CZ1573
 CZ1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1573.The vertical order pertains to the NGVD 29 superseded value.
 CZ1573
 CZ1573.The geoid height was determined by GEOID03.
 CZ1573
 CZ1573;                    North         East    Units  Estimated Accuracy
 CZ1573;SPC AZ C     -   198,160.      239,720.      MT  (+/- 180 meters Scaled)
 CZ1573
 CZ1573                          SUPERSEDED SURVEY CONTROL
 CZ1573
 CZ1573  NGVD 29 (??/??/92)  459.127  (m)         1506.32   (f) ADJ UNCH    1 2
 CZ1573
 CZ1573.Superseded values are not recommended for survey control.
 CZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1573.See file dsdata.txt to determine how the superseded data were derived.
 CZ1573
 CZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB405278(NAD 83)
 CZ1573_MARKER: DD = SURVEY DISK
 CZ1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1573_SP_SET: CULVERT
 CZ1573_STAMPING: 1566.20 3569+00
 CZ1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1573
 CZ1573  HISTORY     - Date     Condition        Report By
 CZ1573  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1573  HISTORY     - 1975     GOOD             AZDT
 CZ1573
 CZ1573                          STATION DESCRIPTION
 CZ1573
 CZ1573'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1573'8.2 MI NW FROM ELOY.
 CZ1573'FROM MILEPOST 203, I-10, WEST FOR 0.3 MILES AND TO THE STATION ON THE
 CZ1573'LEFT.  65 FT. EAST OF THE SIGN, I 10.  AN AHD BRASS CAP, SET IN THE
 CZ1573'TOP AND CENTER OF A 50 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0456 ***********************************************************************
 DU0456  DESIGNATION -  1566.75
 DU0456  PID         -  DU0456
 DU0456  STATE/COUNTY-  AZ/PINAL
 DU0456  USGS QUAD   -  FLORENCE SE (1965)
 DU0456
 DU0456                         *CURRENT SURVEY CONTROL
 DU0456  ___________________________________________________________________
 DU0456* NAD 83(1986)-  33 04 45.     (N)    111 22 29.     (W)     SCALED    
 DU0456* NAVD 88     -       477.94   (+/-2cm)    1568.0    (feet)  VERTCON   
 DU0456  ___________________________________________________________________
 DU0456  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0456
 DU0456  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0456
 DU0456.The horizontal coordinates were scaled from a topographic map and have
 DU0456.an estimated accuracy of +/- 6 seconds.
 DU0456
 DU0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0456.The vertical order pertains to the NGVD 29 superseded value.
 DU0456
 DU0456.The geoid height was determined by GEOID03.
 DU0456
 DU0456;                    North         East    Units  Estimated Accuracy
 DU0456;SPC AZ C     -   230,660.      263,960.      MT  (+/- 180 meters Scaled)
 DU0456
 DU0456                          SUPERSEDED SURVEY CONTROL
 DU0456
 DU0456  NGVD 29 (??/??/92)  477.372  (m)         1566.18   (f) ADJ UNCH    1 2
 DU0456
 DU0456.Superseded values are not recommended for survey control.
 DU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0456.See file dsdata.txt to determine how the superseded data were derived.
 DU0456
 DU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB650601(NAD 83)
 DU0456_MARKER: DD = SURVEY DISK
 DU0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0456_SP_SET: CULVERT
 DU0456_STAMPING: 1566.75 671+00 1931
 DU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0456
 DU0456  HISTORY     - Date     Condition        Report By
 DU0456  HISTORY     - 1931     MONUMENTED       AZHD
 DU0456  HISTORY     - 1949     GOOD             NGS
 DU0456
 DU0456                          STATION DESCRIPTION
 DU0456
 DU0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0456'3.6 MI N FROM FLORENCE.
 DU0456'3.6 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0456'FLORENCE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 DU0456'THE TOP OF THE EAST CONCRETE HEADWALL, 16 FEET EAST OF THE CENTERLINE
 DU0456'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  AN ARIZONA STATE HIGHWAY
 DU0456'DEPARTMENT STANDARD DISK, STAMPED 1566.75 671+00 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0612 ***********************************************************************
 DU0612  DESIGNATION -  1567.65
 DU0612  PID         -  DU0612
 DU0612  STATE/COUNTY-  AZ/MARICOPA
 DU0612  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0612
 DU0612                         *CURRENT SURVEY CONTROL
 DU0612  ___________________________________________________________________
 DU0612* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0612* NAVD 88     -       478.62   (+/-2cm)    1570.3    (feet)  VERTCON   
 DU0612  ___________________________________________________________________
 DU0612  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0612
 DU0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0612
 DU0612.The horizontal coordinates were scaled from a topographic map and have
 DU0612.an estimated accuracy of +/- 6 seconds.
 DU0612
 DU0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0612.The vertical order pertains to the NGVD 29 superseded value.
 DU0612
 DU0612.The geoid height was determined by GEOID03.
 DU0612
 DU0612;                    North         East    Units  Estimated Accuracy
 DU0612;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0612
 DU0612                          SUPERSEDED SURVEY CONTROL
 DU0612
 DU0612  NGVD 29 (??/??/92)  478.052  (m)         1568.41   (f) ADJ UNCH    1 2
 DU0612
 DU0612.Superseded values are not recommended for survey control.
 DU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0612.See file dsdata.txt to determine how the superseded data were derived.
 DU0612
 DU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0612_MARKER: DD = SURVEY DISK
 DU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0612_STAMPING: 1567.65 633.77
 DU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0612+STABILITY: SURFACE MOTION
 DU0612
 DU0612  HISTORY     - Date     Condition        Report By
 DU0612  HISTORY     - UNK      MONUMENTED       AZHD
 DU0612  HISTORY     - 1948     GOOD             NGS
 DU0612  HISTORY     - 1960     GOOD             NGS
 DU0612  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0612
 DU0612                          STATION DESCRIPTION
 DU0612
 DU0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0612'3.8 MI W FROM APACHE JUNCTION.
 DU0612'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0612'AT A ROAD CROSSING, 55.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0612'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0612'CONCRETE POST PROJECTING 4 INCHES.
 DU0612
 DU0612                          STATION RECOVERY (1960)
 DU0612
 DU0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0612'RECOVERED IN GOOD CONDITION.
 DU0612
 DU0612                          STATION RECOVERY (1981)
 DU0612
 DU0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0612'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0613 ***********************************************************************
 DU0613  DESIGNATION -  1567.92
 DU0613  PID         -  DU0613
 DU0613  STATE/COUNTY-  AZ/MARICOPA
 DU0613  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0613
 DU0613                         *CURRENT SURVEY CONTROL
 DU0613  ___________________________________________________________________
 DU0613* NAD 83(1986)-  33 24 55.     (N)    111 36 59.     (W)     SCALED    
 DU0613* NAVD 88     -       478.70   (+/-2cm)    1570.5    (feet)  VERTCON   
 DU0613  ___________________________________________________________________
 DU0613  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0613
 DU0613  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0613
 DU0613.The horizontal coordinates were scaled from a topographic map and have
 DU0613.an estimated accuracy of +/- 6 seconds.
 DU0613
 DU0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0613.The vertical order pertains to the NGVD 29 superseded value.
 DU0613
 DU0613.The geoid height was determined by GEOID03.
 DU0613
 DU0613;                    North         East    Units  Estimated Accuracy
 DU0613;SPC AZ C     -   267,850.      241,290.      MT  (+/- 180 meters Scaled)
 DU0613
 DU0613                          SUPERSEDED SURVEY CONTROL
 DU0613
 DU0613  NGVD 29 (??/??/92)  478.133  (m)         1568.67   (f) ADJ UNCH    1 2
 DU0613
 DU0613.Superseded values are not recommended for survey control.
 DU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0613.See file dsdata.txt to determine how the superseded data were derived.
 DU0613
 DU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB426974(NAD 83)
 DU0613_MARKER: DD = SURVEY DISK
 DU0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0613_STAMPING: 1567.92 633.77
 DU0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0613+STABILITY: SURFACE MOTION
 DU0613
 DU0613  HISTORY     - Date     Condition        Report By
 DU0613  HISTORY     - UNK      MONUMENTED       AZHD
 DU0613  HISTORY     - 1948     GOOD             NGS
 DU0613  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0613
 DU0613                          STATION DESCRIPTION
 DU0613
 DU0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0613'3.8 MI W FROM APACHE JUNCTION.
 DU0613'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0613'AT A ROAD CROSSING, 63.5 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0613'54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0613'CONCRETE POST PROJECTING 3 INCHES.
 DU0613
 DU0613                          STATION RECOVERY (1981)
 DU0613
 DU0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0613'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0611 ***********************************************************************
 DU0611  DESIGNATION -  1568.53
 DU0611  PID         -  DU0611
 DU0611  STATE/COUNTY-  AZ/MARICOPA
 DU0611  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0611
 DU0611                         *CURRENT SURVEY CONTROL
 DU0611  ___________________________________________________________________
 DU0611* NAD 83(1986)-  33 24 55.     (N)    111 36 54.     (W)     SCALED    
 DU0611* NAVD 88     -       478.88   (+/-2cm)    1571.1    (feet)  VERTCON   
 DU0611  ___________________________________________________________________
 DU0611  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0611
 DU0611  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0611
 DU0611.The horizontal coordinates were scaled from a topographic map and have
 DU0611.an estimated accuracy of +/- 6 seconds.
 DU0611
 DU0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0611.The vertical order pertains to the NGVD 29 superseded value.
 DU0611
 DU0611.The geoid height was determined by GEOID03.
 DU0611
 DU0611;                    North         East    Units  Estimated Accuracy
 DU0611;SPC AZ C     -   267,850.      241,420.      MT  (+/- 180 meters Scaled)
 DU0611
 DU0611                          SUPERSEDED SURVEY CONTROL
 DU0611
 DU0611  NGVD 29 (??/??/92)  478.312  (m)         1569.26   (f) ADJ UNCH    1 2
 DU0611
 DU0611.Superseded values are not recommended for survey control.
 DU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0611.See file dsdata.txt to determine how the superseded data were derived.
 DU0611
 DU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB428974(NAD 83)
 DU0611_MARKER: DD = SURVEY DISK
 DU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0611_STAMPING: 1568.53 633.77
 DU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0611+STABILITY: SURFACE MOTION
 DU0611
 DU0611  HISTORY     - Date     Condition        Report By
 DU0611  HISTORY     - UNK      MONUMENTED       AZHD
 DU0611  HISTORY     - 1948     GOOD             NGS
 DU0611  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0611
 DU0611                          STATION DESCRIPTION
 DU0611
 DU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0611'3.8 MI W FROM APACHE JUNCTION.
 DU0611'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO.80 FROM APACHE JUNCTION,
 DU0611'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42.6 FEET EAST OF
 DU0611'THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A CONCRETE POST
 DU0611'PROJECTING 3 INCHES.
 DU0611
 DU0611                          STATION RECOVERY (1981)
 DU0611
 DU0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0611'MARK SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED BY NEW WATER
 DU0611'MAIN DITCH CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0610 ***********************************************************************
 DU0610  DESIGNATION -  1568.73
 DU0610  PID         -  DU0610
 DU0610  STATE/COUNTY-  AZ/MARICOPA
 DU0610  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0610
 DU0610                         *CURRENT SURVEY CONTROL
 DU0610  ___________________________________________________________________
 DU0610* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0610* NAVD 88     -       478.95   (+/-2cm)    1571.4    (feet)  VERTCON   
 DU0610  ___________________________________________________________________
 DU0610  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0610
 DU0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0610
 DU0610.The horizontal coordinates were scaled from a topographic map and have
 DU0610.an estimated accuracy of +/- 6 seconds.
 DU0610
 DU0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0610.The vertical order pertains to the NGVD 29 superseded value.
 DU0610
 DU0610.The geoid height was determined by GEOID03.
 DU0610
 DU0610;                    North         East    Units  Estimated Accuracy
 DU0610;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0610
 DU0610                          SUPERSEDED SURVEY CONTROL
 DU0610
 DU0610  NGVD 29 (??/??/92)  478.384  (m)         1569.50   (f) ADJ UNCH    1 2
 DU0610
 DU0610.Superseded values are not recommended for survey control.
 DU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0610.See file dsdata.txt to determine how the superseded data were derived.
 DU0610
 DU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0610_MARKER: DD = SURVEY DISK
 DU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0610_STAMPING: 1568.73 633.77
 DU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0610+STABILITY: SURFACE MOTION
 DU0610
 DU0610  HISTORY     - Date     Condition        Report By
 DU0610  HISTORY     - UNK      MONUMENTED       AZHD
 DU0610  HISTORY     - 1948     GOOD             NGS
 DU0610  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0610
 DU0610                          STATION DESCRIPTION
 DU0610
 DU0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0610'3.8 MI W FROM APACHE JUNCTION.
 DU0610'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0610'AT A ROAD CROSSING, 54.0 FEET NORTH OF THE CNTER LINE OF THE HIGHWAY,
 DU0610'33.3 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A
 DU0610'CONCRETE POST PROJECTING 3 INCHES.
 DU0610
 DU0610                          STATION RECOVERY (1981)
 DU0610
 DU0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0610'MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0683 ***********************************************************************
 CY0683  DESIGNATION -  1569 D
 CY0683  PID         -  CY0683
 CY0683  STATE/COUNTY-  AZ/COCHISE
 CY0683  USGS QUAD   -  MONK DRAW (1979)
 CY0683
 CY0683                         *CURRENT SURVEY CONTROL
 CY0683  ___________________________________________________________________
 CY0683* NAD 83(1986)-  32 24 16.     (N)    109 39 44.     (W)     SCALED    
 CY0683* NAVD 88     -      1323.637  (meters)    4342.63   (feet)  ADJUSTED  
 CY0683  ___________________________________________________________________
 CY0683  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0683  DYNAMIC HT  -        1321.666 (meters)    4336.17  (feet)  COMP
 CY0683  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 CY0683
 CY0683  VERT ORDER  -  FIRST     CLASS II
 CY0683
 CY0683.The horizontal coordinates were scaled from a topographic map and have
 CY0683.an estimated accuracy of +/- 6 seconds.
 CY0683
 CY0683.The orthometric height was determined by differential leveling
 CY0683.and adjusted by the National Geodetic Survey in June 1991..
 CY0683
 CY0683.The geoid height was determined by GEOID03.
 CY0683
 CY0683.The dynamic height is computed by dividing the NAVD 88
 CY0683.geopotential number by the normal gravity value computed on the
 CY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0683.degrees latitude (g = 980.6199 gals.).
 CY0683
 CY0683.The modeled gravity was interpolated from observed gravity values.
 CY0683
 CY0683;                    North         East    Units  Estimated Accuracy
 CY0683;SPC AZ E     -   155,820.      260,810.      MT  (+/- 180 meters Scaled)
 CY0683
 CY0683                          SUPERSEDED SURVEY CONTROL
 CY0683
 CY0683.No superseded survey control is available for this station.
 CY0683
 CY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA258860(NAD 83)
 CY0683_MARKER: DB = BENCH MARK DISK
 CY0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0683_SP_SET: CONCRETE POST
 CY0683_STAMPING: P  M 1569-D 1977
 CY0683_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0683+STABILITY: SURFACE MOTION
 CY0683
 CY0683  HISTORY     - Date     Condition        Report By
 CY0683  HISTORY     - 1977     MONUMENTED       AZDT
 CY0683  HISTORY     - 1979     GOOD             NGS
 CY0683
 CY0683                          STATION DESCRIPTION
 CY0683
 CY0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0683'30.0 MI SOUTH FROM SAFFORD.
 CY0683'30.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0683'HIGHWAY 70 IN SAFFORD, 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0683'82 FEET WEST OF MILE POST 91 ON THE WEST SIDE OF THE HIGHWAY AND 2
 CY0683'FEET EAST OF THE RIGHT-OF-WAY FENCE.
 CY0683'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0683'THE MARK IS 8 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0691 ***********************************************************************
 CY0691  DESIGNATION -  1569 M
 CY0691  PID         -  CY0691
 CY0691  STATE/COUNTY-  AZ/GRAHAM
 CY0691  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0691
 CY0691                         *CURRENT SURVEY CONTROL
 CY0691  ___________________________________________________________________
 CY0691* NAD 83(1986)-  32 31 10.     (N)    109 40 25.     (W)     SCALED    
 CY0691* NAVD 88     -      1329.107  (meters)    4360.58   (feet)  ADJUSTED  
 CY0691  ___________________________________________________________________
 CY0691  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0691  DYNAMIC HT  -        1327.149 (meters)    4354.15  (feet)  COMP
 CY0691  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CY0691
 CY0691  VERT ORDER  -  FIRST     CLASS II
 CY0691
 CY0691.The horizontal coordinates were scaled from a topographic map and have
 CY0691.an estimated accuracy of +/- 6 seconds.
 CY0691
 CY0691.The orthometric height was determined by differential leveling
 CY0691.and adjusted by the National Geodetic Survey in June 1991..
 CY0691
 CY0691.The geoid height was determined by GEOID03.
 CY0691
 CY0691.The dynamic height is computed by dividing the NAVD 88
 CY0691.geopotential number by the normal gravity value computed on the
 CY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0691.degrees latitude (g = 980.6199 gals.).
 CY0691
 CY0691.The modeled gravity was interpolated from observed gravity values.
 CY0691
 CY0691;                    North         East    Units  Estimated Accuracy
 CY0691;SPC AZ E     -   168,570.      259,680.      MT  (+/- 180 meters Scaled)
 CY0691
 CY0691                          SUPERSEDED SURVEY CONTROL
 CY0691
 CY0691.No superseded survey control is available for this station.
 CY0691
 CY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA245987(NAD 83)
 CY0691_MARKER: DR = REFERENCE MARK DISK
 CY0691_SETTING: 66 = SET IN ROCK OUTCROP
 CY0691_SP_SET: ROCK OUTCROP
 CY0691_STAMPING: P M R. M. 1569-M 1977
 CY0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0691+STABILITY: POSITION/ELEVATION WELL
 CY0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0691+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0691
 CY0691  HISTORY     - Date     Condition        Report By
 CY0691  HISTORY     - 1977     MONUMENTED       AZDT
 CY0691  HISTORY     - 1979     GOOD             NGS
 CY0691  HISTORY     - 20060506 GOOD             NGS
 CY0691
 CY0691                          STATION DESCRIPTION
 CY0691
 CY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0691'22.0 MI SOUTH FROM SAFFORD.
 CY0691'22.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0691'HIGHWAY 70 IN SAFFORD, SET IN TOP OF A MASSIVE GRANITE OUTCROP, 99
 CY0691'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 85 FEET EAST OF MILE POST
 CY0691'99 ON THE EAST SIDE OF THE HIGHWAY, 10 FEET SOUTH OF THE HIGHEST
 CY0691'POINT OF THE OUTCROP AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CY0691'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CY0691'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 CY0691
 CY0691                          STATION RECOVERY (2006)
 CY0691
 CY0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0691'US 666 IS NOW US 191.  STATION IS NOW IN MEDIAN OF 4 LANE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0708 ***********************************************************************
 CY0708  DESIGNATION -  1569 U
 CY0708  PID         -  CY0708
 CY0708  STATE/COUNTY-  AZ/GRAHAM
 CY0708  USGS QUAD   -  ARTESIA (1966)
 CY0708
 CY0708                         *CURRENT SURVEY CONTROL
 CY0708  ___________________________________________________________________
 CY0708* NAD 83(1986)-  32 43 15.     (N)    109 42 35.     (W)     SCALED    
 CY0708* NAVD 88     -       984.894  (meters)    3231.27   (feet)  ADJUSTED  
 CY0708  ___________________________________________________________________
 CY0708  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0708  DYNAMIC HT  -         983.497 (meters)    3226.69  (feet)  COMP
 CY0708  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 CY0708
 CY0708  VERT ORDER  -  FIRST     CLASS II
 CY0708
 CY0708.The horizontal coordinates were scaled from a topographic map and have
 CY0708.an estimated accuracy of +/- 6 seconds.
 CY0708
 CY0708.The orthometric height was determined by differential leveling
 CY0708.and adjusted by the National Geodetic Survey in June 1991..
 CY0708
 CY0708.The geoid height was determined by GEOID03.
 CY0708
 CY0708.The dynamic height is computed by dividing the NAVD 88
 CY0708.geopotential number by the normal gravity value computed on the
 CY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0708.degrees latitude (g = 980.6199 gals.).
 CY0708
 CY0708.The modeled gravity was interpolated from observed gravity values.
 CY0708
 CY0708;                    North         East    Units  Estimated Accuracy
 CY0708;SPC AZ E     -   190,890.      256,190.      MT  (+/- 180 meters Scaled)
 CY0708
 CY0708                          SUPERSEDED SURVEY CONTROL
 CY0708
 CY0708.No superseded survey control is available for this station.
 CY0708
 CY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB209210(NAD 83)
 CY0708_MARKER: DD = SURVEY DISK
 CY0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0708_SP_SET: CONCRETE POST
 CY0708_STAMPING: P  M BM 1569-U 1977
 CY0708_PROJECTION: FLUSH
 CY0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0708+STABILITY: SURFACE MOTION
 CY0708
 CY0708  HISTORY     - Date     Condition        Report By
 CY0708  HISTORY     - 1977     MONUMENTED       AZDT
 CY0708  HISTORY     - 1979     GOOD             NGS
 CY0708
 CY0708                          STATION DESCRIPTION
 CY0708
 CY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0708'8.0 MI SOUTH FROM SAFFORD.
 CY0708'8.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0708'HIGHWAY 70 IN SAFFORD, AT A POWER LINE CROSSING AND MILE POST 113,
 CY0708'48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 163 FEET SOUTH OF
 CY0708'MILE POST 113, 15.4 FEET NORTH OF A POWER LINE POLE AND 2 FEET WEST
 CY0708'OF A FENCE.  THIS MARK IS BELIEVED TO BE SET IN A SANDSTONE
 CY0708'FORMATION WHICH IS EXPOSED IN A GRADED AREA SOUTH OF THE MARK.
 CY0708'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0708'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0721 ***********************************************************************
 CY0721  DESIGNATION -  1569 Z
 CY0721  PID         -  CY0721
 CY0721  STATE/COUNTY-  AZ/GRAHAM
 CY0721  USGS QUAD   -  SAFFORD (1985)
 CY0721
 CY0721                         *CURRENT SURVEY CONTROL
 CY0721  ___________________________________________________________________
 CY0721* NAD 83(1986)-  32 48 08.     (N)    109 42 28.     (W)     SCALED    
 CY0721* NAVD 88     -       920.304  (meters)    3019.36   (feet)  ADJUSTED  
 CY0721  ___________________________________________________________________
 CY0721  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0721  DYNAMIC HT  -         919.008 (meters)    3015.11  (feet)  COMP
 CY0721  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 CY0721
 CY0721  VERT ORDER  -  FIRST     CLASS II
 CY0721
 CY0721.The horizontal coordinates were scaled from a topographic map and have
 CY0721.an estimated accuracy of +/- 6 seconds.
 CY0721
 CY0721.The orthometric height was determined by differential leveling
 CY0721.and adjusted by the National Geodetic Survey in June 1991..
 CY0721
 CY0721.The geoid height was determined by GEOID03.
 CY0721
 CY0721.The dynamic height is computed by dividing the NAVD 88
 CY0721.geopotential number by the normal gravity value computed on the
 CY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0721.degrees latitude (g = 980.6199 gals.).
 CY0721
 CY0721.The modeled gravity was interpolated from observed gravity values.
 CY0721
 CY0721;                    North         East    Units  Estimated Accuracy
 CY0721;SPC AZ E     -   199,910.      256,340.      MT  (+/- 180 meters Scaled)
 CY0721
 CY0721                          SUPERSEDED SURVEY CONTROL
 CY0721
 CY0721.No superseded survey control is available for this station.
 CY0721
 CY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB209301(NAD 83)
 CY0721_MARKER: DD = SURVEY DISK
 CY0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0721_SP_SET: CONCRETE POST
 CY0721_STAMPING: P M BM 1569-Z 1977
 CY0721_PROJECTION: FLUSH
 CY0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0721+STABILITY: SURFACE MOTION
 CY0721
 CY0721  HISTORY     - Date     Condition        Report By
 CY0721  HISTORY     - 1977     MONUMENTED       AZDT
 CY0721  HISTORY     - 1979     GOOD             NGS
 CY0721
 CY0721                          STATION DESCRIPTION
 CY0721
 CY0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0721'2.2 MI SOUTH FROM SAFFORD.
 CY0721'2.2 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0721'HIGHWAY 70 IN SAFFORD, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 CY0721'HIGHWAY 666 AND UPPER SOLOMON ROAD, AT A CHAIN LINK FENCE AROUND THE
 CY0721'STATE HIGHWAY MAINTENANCE YARD, 0.15 MILE SOUTH OF MILE POST 119, 48
 CY0721'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 64 FEET NORTH OF POWER
 CY0721'POLE NO. 1, 42.5 FEET SOUTH OF A ROAD, 20 FEET SOUTHEAST OF A POWER
 CY0721'POLE WITH THREE TRANSFORMERS, 15.5 FEET SOUTH OF THE NORTH CORNER OF
 CY0721'A FENCE, 8 FEET SOUTHWEST OF POWER POLE NO. 2 AND 2 FEET EAST OF A
 CY0721'FENCE.
 CY0721'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0721'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1245 ***********************************************************************
 DU1245  DESIGNATION -  157 DOR
 DU1245  PID         -  DU1245
 DU1245  STATE/COUNTY-  AZ/GILA
 DU1245  USGS QUAD   -  CONE BUTTE (1978)
 DU1245
 DU1245                         *CURRENT SURVEY CONTROL
 DU1245  ___________________________________________________________________
 DU1245* NAD 83(1986)-  33 49 02.     (N)    110 08 09.     (W)     SCALED    
 DU1245* NAVD 88     -      1590.129  (meters)    5216.95   (feet)  ADJUSTED  
 DU1245  ___________________________________________________________________
 DU1245  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1245  DYNAMIC HT  -        1587.830 (meters)    5209.41  (feet)  COMP
 DU1245  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 DU1245
 DU1245  VERT ORDER  -  FIRST     CLASS II
 DU1245
 DU1245.The horizontal coordinates were scaled from a topographic map and have
 DU1245.an estimated accuracy of +/- 6 seconds.
 DU1245
 DU1245.The orthometric height was determined by differential leveling
 DU1245.and adjusted by the National Geodetic Survey in June 1991..
 DU1245
 DU1245.The geoid height was determined by GEOID03.
 DU1245
 DU1245.The dynamic height is computed by dividing the NAVD 88
 DU1245.geopotential number by the normal gravity value computed on the
 DU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1245.degrees latitude (g = 980.6199 gals.).
 DU1245
 DU1245.The modeled gravity was interpolated from observed gravity values.
 DU1245
 DU1245;                    North         East    Units  Estimated Accuracy
 DU1245;SPC AZ E     -   312,380.      216,210.      MT  (+/- 180 meters Scaled)
 DU1245
 DU1245                          SUPERSEDED SURVEY CONTROL
 DU1245
 DU1245.No superseded survey control is available for this station.
 DU1245
 DU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC799422(NAD 83)
 DU1245_MARKER: DB = BENCH MARK DISK
 DU1245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1245_SP_SET: COPPER-CLAD STEEL ROD
 DU1245_STAMPING: 5214 157 DOR 1965
 DU1245_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1245
 DU1245  HISTORY     - Date     Condition        Report By
 DU1245  HISTORY     - 1965     MONUMENTED       USGS
 DU1245  HISTORY     - 1979     GOOD             NGS
 DU1245
 DU1245                          STATION DESCRIPTION
 DU1245
 DU1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1245'12.0 MI NW FROM WHITERIVER.
 DU1245'12.0 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1245'HEADQUARTERS IN WHITERIVER, 0.4 MILE NORTHWEST OF HIGHWAY MILE MARKER
 DU1245'327, 102.6 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET
 DU1245'SOUTHEAST OF TELEPHONE POLE 3 250 AND 0.7 FOOT NORTHEAST OF A
 DU1245'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1245'RODS WERE DRIVEN TO REFUSAL.
 DU1245'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU1245'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0486 ***********************************************************************
 GQ0486  DESIGNATION -  157 DOR
 GQ0486  PID         -  GQ0486
 GQ0486  STATE/COUNTY-  AZ/MOHAVE
 GQ0486  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0486
 GQ0486                         *CURRENT SURVEY CONTROL
 GQ0486  ___________________________________________________________________
 GQ0486* NAD 83(1986)-  36 25 35.     (N)    113 34 01.     (W)     SCALED    
 GQ0486* NAVD 88     -      1804.701  (meters)    5920.92   (feet)  POSTED    
 GQ0486  ___________________________________________________________________
 GQ0486  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 GQ0486  DYNAMIC HT  -        1802.530 (meters)    5913.80  (feet)  COMP
 GQ0486  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 GQ0486
 GQ0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0486
 GQ0486.The horizontal coordinates were scaled from a topographic map and have
 GQ0486.an estimated accuracy of +/- 6 seconds.
 GQ0486
 GQ0486.The orthometric height was determined by differential leveling
 GQ0486.and adjusted by the National Geodetic Survey in 1992..
 GQ0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0486.rate of 0.0 thru 1.0 mm/km.
 GQ0486
 GQ0486.The geoid height was determined by GEOID03.
 GQ0486
 GQ0486.The dynamic height is computed by dividing the NAVD 88
 GQ0486.geopotential number by the normal gravity value computed on the
 GQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0486.degrees latitude (g = 980.6199 gals.).
 GQ0486
 GQ0486.The modeled gravity was interpolated from observed gravity values.
 GQ0486
 GQ0486;                    North         East    Units  Estimated Accuracy
 GQ0486;SPC AZ W     -   601,860.      229,780.      MT  (+/- 180 meters Scaled)
 GQ0486
 GQ0486                          SUPERSEDED SURVEY CONTROL
 GQ0486
 GQ0486.No superseded survey control is available for this station.
 GQ0486
 GQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF698343(NAD 83)
 GQ0486_MARKER: DB = BENCH MARK DISK
 GQ0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0486_SP_SET: COPPER-CLAD STEEL ROD
 GQ0486_STAMPING: 157 DOR 1970 5918
 GQ0486_MARK LOGO: USGS  
 GQ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0486
 GQ0486  HISTORY     - Date     Condition        Report By
 GQ0486  HISTORY     - 1970     MONUMENTED       USGS
 GQ0486
 GQ0486                          STATION DESCRIPTION
 GQ0486
 GQ0486'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0486'98.2 KM (61.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0486'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0486'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0486'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0486'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 15.1 MILES SOUTHWEST, 180
 GQ0486'FEET SOUTHWEST OF A DRY WASH CROSSING, 40 FEET NORTHWEST OF THE ROAD.
 GQ0486'ROD DEPTH UNKNOWN.
 GQ0486'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0609 ***********************************************************************
 DU0609  DESIGNATION -  1571.05
 DU0609  PID         -  DU0609
 DU0609  STATE/COUNTY-  AZ/MARICOPA
 DU0609  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0609
 DU0609                         *CURRENT SURVEY CONTROL
 DU0609  ___________________________________________________________________
 DU0609* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0609* NAVD 88     -       479.66   (+/-2cm)    1573.7    (feet)  VERTCON   
 DU0609  ___________________________________________________________________
 DU0609  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0609
 DU0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0609
 DU0609.The horizontal coordinates were scaled from a topographic map and have
 DU0609.an estimated accuracy of +/- 6 seconds.
 DU0609
 DU0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0609.The vertical order pertains to the NGVD 29 superseded value.
 DU0609
 DU0609.The geoid height was determined by GEOID03.
 DU0609
 DU0609;                    North         East    Units  Estimated Accuracy
 DU0609;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0609
 DU0609                          SUPERSEDED SURVEY CONTROL
 DU0609
 DU0609  NGVD 29 (??/??/92)  479.089  (m)         1571.81   (f) ADJ UNCH    1 2
 DU0609
 DU0609.Superseded values are not recommended for survey control.
 DU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0609.See file dsdata.txt to determine how the superseded data were derived.
 DU0609
 DU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0609_MARKER: DD = SURVEY DISK
 DU0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0609_SP_SET: ABUTMENT
 DU0609_STAMPING: 1571.05 635.93
 DU0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0609
 DU0609  HISTORY     - Date     Condition        Report By
 DU0609  HISTORY     - UNK      MONUMENTED       AZHD
 DU0609  HISTORY     - 1948     GOOD             NGS
 DU0609  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0609
 DU0609                          STATION DESCRIPTION
 DU0609
 DU0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0609'3.8 MI W FROM APACHE JUNCTION.
 DU0609'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0609'ABOUT 155 FEET WEST OF A ROAD CROSSING, 21.8 FEET NORTH OF THE CENTER
 DU0609'LINE OF THE HIGHWAY, SET IN TOP AND AT THE NORTHWEST CORNER OF THE
 DU0609'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0609'HIGHWAY.
 DU0609
 DU0609                          STATION RECOVERY (1981)
 DU0609
 DU0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0609'MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0077 ***********************************************************************
 CH0077  DESIGNATION -  1572.16
 CH0077  PID         -  CH0077
 CH0077  STATE/COUNTY-  AZ/PIMA
 CH0077  USGS QUAD   -  LUKEVILLE (1988)
 CH0077
 CH0077                         *CURRENT SURVEY CONTROL
 CH0077  ___________________________________________________________________
 CH0077* NAD 83(1986)-  31 55 15.     (N)    112 48 15.     (W)     SCALED    
 CH0077* NAVD 88     -       479.35   (+/-2cm)    1572.7    (feet)  VERTCON   
 CH0077  ___________________________________________________________________
 CH0077  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0077
 CH0077  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0077
 CH0077.The horizontal coordinates were scaled from a topographic map and have
 CH0077.an estimated accuracy of +/- 6 seconds.
 CH0077
 CH0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0077.The vertical order pertains to the NGVD 29 superseded value.
 CH0077
 CH0077.The geoid height was determined by GEOID03.
 CH0077
 CH0077;                    North         East    Units  Estimated Accuracy
 CH0077;SPC AZ C     -   102,430.      129,430.      MT  (+/- 180 meters Scaled)
 CH0077
 CH0077                          SUPERSEDED SURVEY CONTROL
 CH0077
 CH0077  NGVD 29 (??/??/92)  478.604  (m)         1570.22   (f) ADJ UNCH    1 2
 CH0077
 CH0077.Superseded values are not recommended for survey control.
 CH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0077.See file dsdata.txt to determine how the superseded data were derived.
 CH0077
 CH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0077_MARKER: DD = SURVEY DISK
 CH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0077_STAMPING: 157 49.33 BK 157 49.25 AHD 1572.16 1A
 CH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0077+STABILITY: SURFACE MOTION
 CH0077
 CH0077  HISTORY     - Date     Condition        Report By
 CH0077  HISTORY     - UNK      MONUMENTED       USDA
 CH0077  HISTORY     - 1953     GOOD             NGS
 CH0077  HISTORY     - 1981     GOOD             NGS
 CH0077  HISTORY     - 19941110 GOOD             USPSQD
 CH0077  HISTORY     - 19970306 GOOD             USPSQD
 CH0077
 CH0077                          STATION DESCRIPTION
 CH0077
 CH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0077'3.0 MI N FROM LUKEVILLE.
 CH0077'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0077'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 100 FEET WEST OF
 CH0077'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A WITNESS POST,
 CH0077'ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CH0077'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CH0077
 CH0077                          STATION RECOVERY (1981)
 CH0077
 CH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0077'RECOVERED IN GOOD CONDITION.
 CH0077
 CH0077                          STATION RECOVERY (1994)
 CH0077
 CH0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0077'RECOVERED IN GOOD CONDITION.
 CH0077
 CH0077                          STATION RECOVERY (1997)
 CH0077
 CH0077'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0272 ***********************************************************************
 DV0272  DESIGNATION -  1574
 DV0272  PID         -  DV0272
 DV0272  STATE/COUNTY-  AZ/MARICOPA
 DV0272  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0272
 DV0272                         *CURRENT SURVEY CONTROL
 DV0272  ___________________________________________________________________
 DV0272* NAD 83(1986)-  33 44 59.     (N)    112 29 31.     (W)     SCALED    
 DV0272* NAVD 88     -       479.996  (meters)    1574.79   (feet)  POSTED    
 DV0272  ___________________________________________________________________
 DV0272  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0272  DYNAMIC HT  -         479.430 (meters)    1572.93  (feet)  COMP
 DV0272  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 DV0272
 DV0272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0272
 DV0272.The horizontal coordinates were scaled from a topographic map and have
 DV0272.an estimated accuracy of +/- 6 seconds.
 DV0272
 DV0272.The orthometric height was determined by differential leveling
 DV0272.and adjusted by the National Geodetic Survey in November 2005..
 DV0272.No vertical observational check was made to the station.
 DV0272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0272.was located on a no-check spur therefore a value was not computed.
 DV0272
 DV0272.The geoid height was determined by GEOID03.
 DV0272
 DV0272.The dynamic height is computed by dividing the NAVD 88
 DV0272.geopotential number by the normal gravity value computed on the
 DV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0272.degrees latitude (g = 980.6199 gals.).
 DV0272
 DV0272.The modeled gravity was interpolated from observed gravity values.
 DV0272
 DV0272;                    North         East    Units  Estimated Accuracy
 DV0272;SPC AZ C     -   305,040.      160,060.      MT  (+/- 180 meters Scaled)
 DV0272
 DV0272                          SUPERSEDED SURVEY CONTROL
 DV0272
 DV0272  NGVD 29 (??/??/92)  479.496  (m)         1573.15   (f) ADJ UNCH    2 0
 DV0272
 DV0272.Superseded values are not recommended for survey control.
 DV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0272.See file dsdata.txt to determine how the superseded data were derived.
 DV0272
 DV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC618354(NAD 83)
 DV0272_MARKER: P = PIPE CAP
 DV0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0272
 DV0272  HISTORY     - Date     Condition        Report By
 DV0272  HISTORY     - UNK      MONUMENTED       USGS
 DV0272  HISTORY     - 1933     GOOD             NGS
 DV0272  HISTORY     - 20020930 MARK NOT FOUND   MCDOT
 DV0272
 DV0272                          STATION DESCRIPTION
 DV0272
 DV0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0272'10.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0272'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 3.0 MILES
 DV0272'SOUTHEAST OF WITTMAN SIDING, 60 FEET SOUTHWEST OF RAILROAD
 DV0272'CENTER-LINE.
 DV0272
 DV0272                          STATION RECOVERY (2002)
 DV0272
 DV0272'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0516 ***********************************************************************
 DU0516  DESIGNATION -  1574
 DU0516  PID         -  DU0516
 DU0516  STATE/COUNTY-  AZ/PINAL
 DU0516  USGS QUAD   -  FLORENCE SE (1965)
 DU0516
 DU0516                         *CURRENT SURVEY CONTROL
 DU0516  ___________________________________________________________________
 DU0516* NAD 83(1986)-  33 06 08.     (N)    111 15 08.     (W)     SCALED    
 DU0516* NAVD 88     -       480.25   (+/-2cm)    1575.6    (feet)  VERTCON   
 DU0516  ___________________________________________________________________
 DU0516  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU0516
 DU0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0516
 DU0516.The horizontal coordinates were scaled from a topographic map and have
 DU0516.an estimated accuracy of +/- 6 seconds.
 DU0516
 DU0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0516.The vertical order pertains to the NGVD 29 superseded value.
 DU0516
 DU0516.The geoid height was determined by GEOID03.
 DU0516
 DU0516;                    North         East    Units  Estimated Accuracy
 DU0516;SPC AZ C     -   233,280.      275,380.      MT  (+/- 180 meters Scaled)
 DU0516
 DU0516                          SUPERSEDED SURVEY CONTROL
 DU0516
 DU0516  NGVD 29 (??/??/92)  479.684  (m)         1573.76   (f) ADJ UNCH    2 0
 DU0516
 DU0516.Superseded values are not recommended for survey control.
 DU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0516.See file dsdata.txt to determine how the superseded data were derived.
 DU0516
 DU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB764626(NAD 83)
 DU0516_MARKER: DD = SURVEY DISK
 DU0516_SETTING: 66 = SET IN ROCK OUTCROP
 DU0516_SP_SET: GRANITE LEDGE
 DU0516_STAMPING: 1574 PHNX
 DU0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0516+STABILITY: POSITION/ELEVATION WELL
 DU0516
 DU0516  HISTORY     - Date     Condition        Report By
 DU0516  HISTORY     - UNK      MONUMENTED       USGS
 DU0516  HISTORY     - 1941     GOOD             NGS
 DU0516
 DU0516                          STATION DESCRIPTION
 DU0516
 DU0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DU0516'0.7 MI W FROM PRICE.
 DU0516'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE, 3/4
 DU0516'MILE SOUTHEAST OF THE ASHURST-HAYDEN DIVERSION DAM, 35 FEET SOUTH OF
 DU0516'GILA RIVER, AND IN THE TOP OF A GRANITE LEDGE.  A UNITED STATES
 DU0516'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1574 PHNX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0608 ***********************************************************************
 DU0608  DESIGNATION -  1577.60
 DU0608  PID         -  DU0608
 DU0608  STATE/COUNTY-  AZ/MARICOPA
 DU0608  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0608
 DU0608                         *CURRENT SURVEY CONTROL
 DU0608  ___________________________________________________________________
 DU0608* NAD 83(1986)-  33 24 54.     (N)    111 36 43.     (W)     SCALED    
 DU0608* NAVD 88     -       481.65   (+/-2cm)    1580.2    (feet)  VERTCON   
 DU0608  ___________________________________________________________________
 DU0608  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0608
 DU0608  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0608
 DU0608.The horizontal coordinates were scaled from a topographic map and have
 DU0608.an estimated accuracy of +/- 6 seconds.
 DU0608
 DU0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0608.The vertical order pertains to the NGVD 29 superseded value.
 DU0608
 DU0608.The geoid height was determined by GEOID03.
 DU0608
 DU0608;                    North         East    Units  Estimated Accuracy
 DU0608;SPC AZ C     -   267,820.      241,700.      MT  (+/- 180 meters Scaled)
 DU0608
 DU0608                          SUPERSEDED SURVEY CONTROL
 DU0608
 DU0608  NGVD 29 (??/??/92)  481.082  (m)         1578.35   (f) ADJ UNCH    1 2
 DU0608
 DU0608.Superseded values are not recommended for survey control.
 DU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0608.See file dsdata.txt to determine how the superseded data were derived.
 DU0608
 DU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB431974(NAD 83)
 DU0608_MARKER: DD = SURVEY DISK
 DU0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0608_SP_SET: ABUTMENT
 DU0608_STAMPING: 1577.60 644.45
 DU0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0608
 DU0608  HISTORY     - Date     Condition        Report By
 DU0608  HISTORY     - UNK      MONUMENTED       AZHD
 DU0608  HISTORY     - 1948     GOOD             NGS
 DU0608  HISTORY     - 1960     GOOD             NGS
 DU0608  HISTORY     - 1981     GOOD             NGS
 DU0608
 DU0608                          STATION DESCRIPTION
 DU0608
 DU0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0608'3.6 MI W FROM APACHE JUNCTION.
 DU0608'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0608'22.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0608'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0608'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0608
 DU0608                          STATION RECOVERY (1960)
 DU0608
 DU0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0608'RECOVERED IN GOOD CONDITION.
 DU0608
 DU0608                          STATION RECOVERY (1981)
 DU0608
 DU0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0608'6.0 KILOMETERS (3.7 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0608'THE JUNCTION OF STATE HIGHWAY 88 AT APAHCE JUNCTION, IN
 DU0608'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0608'FEET) BOX CULVERT WITH A WOODEN HEADWALL COVER, 0.3 KILOMETER (0.2 MIL
 DU0608'EAST OF CRIMSON ROAD, AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0608'CENTERLINE FOR THE EASTBOUND HIGHWAY TRAFFIC LANE.  NOTE WOODEN
 DU0608'HEADWALL HANGS OVER THE MARK, IT IS INACCESSIBLE FOR 1981 LEVELS.
 DU0608'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1600 ***********************************************************************
 CZ1600  DESIGNATION -  1578.40
 CZ1600  PID         -  CZ1600
 CZ1600  STATE/COUNTY-  AZ/PINAL
 CZ1600  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1600
 CZ1600                         *CURRENT SURVEY CONTROL
 CZ1600  ___________________________________________________________________
 CZ1600* NAD 83(1986)-  32 43 59.     (N)    111 32 44.     (W)     SCALED    
 CZ1600* NAVD 88     -       480.42   (+/-2cm)    1576.2    (feet)  VERTCON   
 CZ1600  ___________________________________________________________________
 CZ1600  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1600
 CZ1600  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1600
 CZ1600.The horizontal coordinates were scaled from a topographic map and have
 CZ1600.an estimated accuracy of +/- 6 seconds.
 CZ1600
 CZ1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1600.The vertical order pertains to the NGVD 29 superseded value.
 CZ1600
 CZ1600.The geoid height was determined by GEOID03.
 CZ1600
 CZ1600;                    North         East    Units  Estimated Accuracy
 CZ1600;SPC AZ C     -   192,210.      248,140.      MT  (+/- 180 meters Scaled)
 CZ1600
 CZ1600                          SUPERSEDED SURVEY CONTROL
 CZ1600
 CZ1600  NGVD 29 (??/??/92)  479.870  (m)         1574.37   (f) ADJ UNCH    1 2
 CZ1600
 CZ1600.Superseded values are not recommended for survey control.
 CZ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1600.See file dsdata.txt to determine how the superseded data were derived.
 CZ1600
 CZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488218(NAD 83)
 CZ1600_MARKER: DD = SURVEY DISK
 CZ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1600_STAMPING: 1578.40
 CZ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1600+STABILITY: SURFACE MOTION
 CZ1600
 CZ1600  HISTORY     - Date     Condition        Report By
 CZ1600  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1600  HISTORY     - 1975     GOOD             AZDT
 CZ1600
 CZ1600                          STATION DESCRIPTION
 CZ1600
 CZ1600'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1600'1.15 MI SE FROM ELOY.
 CZ1600'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1600'THE STATION ON THE RIGHT.  0.3 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1600'3 FT. EAST OF AN ANGLE IRON, STENCILED, POC 3904+93.63 MARKED BY A P
 CZ1600'AND M SURVEY SIGN.  1 FT. WEST OF THE JUNCTION OF BARB WIRE AND WOVEN
 CZ1600'WIRE.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0078 ***********************************************************************
 CH0078  DESIGNATION -  1578.66
 CH0078  PID         -  CH0078
 CH0078  STATE/COUNTY-  AZ/PIMA
 CH0078  USGS QUAD   -  LUKEVILLE (1988)
 CH0078
 CH0078                         *CURRENT SURVEY CONTROL
 CH0078  ___________________________________________________________________
 CH0078* NAD 83(1986)-  31 55 15.     (N)    112 48 15.     (W)     SCALED    
 CH0078* NAVD 88     -       481.33   (+/-2cm)    1579.2    (feet)  VERTCON   
 CH0078  ___________________________________________________________________
 CH0078  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0078
 CH0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0078
 CH0078.The horizontal coordinates were scaled from a topographic map and have
 CH0078.an estimated accuracy of +/- 6 seconds.
 CH0078
 CH0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0078.The vertical order pertains to the NGVD 29 superseded value.
 CH0078
 CH0078.The geoid height was determined by GEOID03.
 CH0078
 CH0078;                    North         East    Units  Estimated Accuracy
 CH0078;SPC AZ C     -   102,430.      129,430.      MT  (+/- 180 meters Scaled)
 CH0078
 CH0078                          SUPERSEDED SURVEY CONTROL
 CH0078
 CH0078  NGVD 29 (??/??/92)  480.582  (m)         1576.71   (f) ADJ UNCH    1 2
 CH0078
 CH0078.Superseded values are not recommended for survey control.
 CH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0078.See file dsdata.txt to determine how the superseded data were derived.
 CH0078
 CH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0078_MARKER: DD = SURVEY DISK
 CH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0078_STAMPING: 157 49.33 BK 157 49.25 AHD 1578.66 1A
 CH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0078+STABILITY: SURFACE MOTION
 CH0078
 CH0078  HISTORY     - Date     Condition        Report By
 CH0078  HISTORY     - UNK      MONUMENTED       USDA
 CH0078  HISTORY     - 1953     GOOD             NGS
 CH0078  HISTORY     - 1981     GOOD             NGS
 CH0078  HISTORY     - 19941110 GOOD             USPSQD
 CH0078
 CH0078                          STATION DESCRIPTION
 CH0078
 CH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0078'3.0 MI N FROM LUKEVILLE.
 CH0078'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0078'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 169.5 FEET SOUTH
 CH0078'OF B.M. A 111, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7
 CH0078'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 CH0078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CH0078'GROUND.
 CH0078
 CH0078                          STATION RECOVERY (1981)
 CH0078
 CH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0078'RECOVERED IN GOOD CONDITION.
 CH0078
 CH0078                          STATION RECOVERY (1994)
 CH0078
 CH0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1247 ***********************************************************************
 DU1247  DESIGNATION -  158 DOR
 DU1247  PID         -  DU1247
 DU1247  STATE/COUNTY-  AZ/GILA
 DU1247  USGS QUAD   -  CONE BUTTE (1978)
 DU1247
 DU1247                         *CURRENT SURVEY CONTROL
 DU1247  ___________________________________________________________________
 DU1247* NAD 83(1986)-  33 48 28.     (N)    110 07 37.     (W)     SCALED    
 DU1247* NAVD 88     -      1538.457  (meters)    5047.42   (feet)  ADJUSTED  
 DU1247  ___________________________________________________________________
 DU1247  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1247  DYNAMIC HT  -        1536.240 (meters)    5040.15  (feet)  COMP
 DU1247  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 DU1247
 DU1247  VERT ORDER  -  FIRST     CLASS II
 DU1247
 DU1247.The horizontal coordinates were scaled from a topographic map and have
 DU1247.an estimated accuracy of +/- 6 seconds.
 DU1247
 DU1247.The orthometric height was determined by differential leveling
 DU1247.and adjusted by the National Geodetic Survey in June 1991..
 DU1247
 DU1247.The geoid height was determined by GEOID03.
 DU1247
 DU1247.The dynamic height is computed by dividing the NAVD 88
 DU1247.geopotential number by the normal gravity value computed on the
 DU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1247.degrees latitude (g = 980.6199 gals.).
 DU1247
 DU1247.The modeled gravity was interpolated from observed gravity values.
 DU1247
 DU1247;                    North         East    Units  Estimated Accuracy
 DU1247;SPC AZ E     -   311,340.      217,040.      MT  (+/- 180 meters Scaled)
 DU1247
 DU1247                          SUPERSEDED SURVEY CONTROL
 DU1247
 DU1247.No superseded survey control is available for this station.
 DU1247
 DU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC808411(NAD 83)
 DU1247_MARKER: DB = BENCH MARK DISK
 DU1247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1247_SP_SET: COPPER-CLAD STEEL ROD
 DU1247_STAMPING: 5045 158 DOR 1965
 DU1247_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1247
 DU1247  HISTORY     - Date     Condition        Report By
 DU1247  HISTORY     - 1965     MONUMENTED       USGS
 DU1247  HISTORY     - 1979     GOOD             NGS
 DU1247
 DU1247                          STATION DESCRIPTION
 DU1247
 DU1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1247'11.2 MI NW FROM WHITERIVER.
 DU1247'11.2 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE
 DU1247'TRIBAL HEADQUARTERS IN WHITERIVER, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1247'MILE MARKER 327, 166.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DU1247'HIGHWAY, 131.3 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING
 DU1247'SOUTHWEST, 67.5 FEET SOUTHWEST OF A BARBED WIRE FENCE AND 17.4 FEET
 DU1247'NORTH OF TELEPHONE POLE 3 235.  NOTE=USGS KEPT NO RECORD OF ROD
 DU1247'DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1247'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0487 ***********************************************************************
 GQ0487  DESIGNATION -  158 DOR
 GQ0487  PID         -  GQ0487
 GQ0487  STATE/COUNTY-  AZ/MOHAVE
 GQ0487  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0487
 GQ0487                         *CURRENT SURVEY CONTROL
 GQ0487  ___________________________________________________________________
 GQ0487* NAD 83(1986)-  36 24 54.     (N)    113 34 29.     (W)     SCALED    
 GQ0487* NAVD 88     -      1824.858  (meters)    5987.06   (feet)  POSTED    
 GQ0487  ___________________________________________________________________
 GQ0487  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 GQ0487  DYNAMIC HT  -        1822.660 (meters)    5979.84  (feet)  COMP
 GQ0487  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 GQ0487
 GQ0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0487
 GQ0487.The horizontal coordinates were scaled from a topographic map and have
 GQ0487.an estimated accuracy of +/- 6 seconds.
 GQ0487
 GQ0487.The orthometric height was determined by differential leveling
 GQ0487.and adjusted by the National Geodetic Survey in 1992..
 GQ0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0487.rate of 0.0 thru 1.0 mm/km.
 GQ0487
 GQ0487.The geoid height was determined by GEOID03.
 GQ0487
 GQ0487.The dynamic height is computed by dividing the NAVD 88
 GQ0487.geopotential number by the normal gravity value computed on the
 GQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0487.degrees latitude (g = 980.6199 gals.).
 GQ0487
 GQ0487.The modeled gravity was interpolated from observed gravity values.
 GQ0487
 GQ0487;                    North         East    Units  Estimated Accuracy
 GQ0487;SPC AZ W     -   600,590.      229,080.      MT  (+/- 180 meters Scaled)
 GQ0487
 GQ0487                          SUPERSEDED SURVEY CONTROL
 GQ0487
 GQ0487.No superseded survey control is available for this station.
 GQ0487
 GQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF691330(NAD 83)
 GQ0487_MARKER: DB = BENCH MARK DISK
 GQ0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0487_SP_SET: COPPER-CLAD STEEL ROD
 GQ0487_STAMPING: 158 DOR 1970 5984
 GQ0487_MARK LOGO: USGS  
 GQ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0487
 GQ0487  HISTORY     - Date     Condition        Report By
 GQ0487  HISTORY     - 1970     MONUMENTED       USGS
 GQ0487
 GQ0487                          STATION DESCRIPTION
 GQ0487
 GQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0487'99.6 KM (61.90 MI) SOUTH FROM ST GEORGE UT.
 GQ0487'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0487'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0487'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0487'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 16.0 MILES SOUTHWEST TO A
 GQ0487'SMALL BARE AREA, 0.2 MILES SOUTHWEST OF A Y-ROAD LEADING NORTH, 25
 GQ0487'FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0487'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0487'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0662 ***********************************************************************
 DW0662  DESIGNATION -  1582.97
 DW0662  PID         -  DW0662
 DW0662  STATE/COUNTY-  AZ/LA PAZ
 DW0662  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0662
 DW0662                         *CURRENT SURVEY CONTROL
 DW0662  ___________________________________________________________________
 DW0662* NAD 83(1986)-  33 39 47.     (N)    114 00 59.     (W)     SCALED    
 DW0662* NAVD 88     -       483.55   (+/-2cm)    1586.4    (feet)  VERTCON   
 DW0662  ___________________________________________________________________
 DW0662  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW0662
 DW0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0662
 DW0662.The horizontal coordinates were scaled from a topographic map and have
 DW0662.an estimated accuracy of +/- 6 seconds.
 DW0662
 DW0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0662.The vertical order pertains to the NGVD 29 superseded value.
 DW0662
 DW0662.The geoid height was determined by GEOID03.
 DW0662
 DW0662;                    North         East    Units  Estimated Accuracy
 DW0662;SPC AZ W     -   295,330.      188,660.      MT  (+/- 180 meters Scaled)
 DW0662
 DW0662                          SUPERSEDED SURVEY CONTROL
 DW0662
 DW0662  NGVD 29 (??/??/??)  482.844  (m)         1584.13   (f) ADJUSTED    2 0
 DW0662
 DW0662.Superseded values are not recommended for survey control.
 DW0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0662.See file dsdata.txt to determine how the superseded data were derived.
 DW0662
 DW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT766287(NAD 83)
 DW0662_MARKER: DD = SURVEY DISK
 DW0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0662_SP_SET: CULVERT HEADWALL
 DW0662_STAMPING: 1582.97 1684+00 1932
 DW0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0662
 DW0662  HISTORY     - Date     Condition        Report By
 DW0662  HISTORY     - 1932     MONUMENTED       AZHD
 DW0662  HISTORY     - 1962     GOOD             NGS
 DW0662  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0662
 DW0662                          STATION DESCRIPTION
 DW0662
 DW0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0662'13.2 MI E FROM QUARTZSITE.
 DW0662'ABOUT 13.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0662'POST OFFICE AT QUARTZSITE, AT JUNCTION OF OLD HIGHWAY LEADING
 DW0662'NORTHWEST, ABOUT 4.3 MILES WEST OF A SMALL COMMUNITY OF BRENDA,
 DW0662'OPPOSITE MILE POST 31, SET IN TOP AND CENTER OF THE SOUTH HEADWALL
 DW0662'OF A 2 FOOT CONCRETE PIPE CULVERT, 15 FEET SOUTHWEST OF THE
 DW0662'CENTER OF THE OLD HIGHWAY, 100 FEET NORTH OF RIGHT OF WAY FENCE,
 DW0662'200 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60 AND 70, 2 FEET
 DW0662'BELOW THE LEVEL OF THE OLD HIGHWAY, AND IS ABOUT LEVEL WITH THE
 DW0662'NEW HIGHWAY.
 DW0662
 DW0662                          STATION RECOVERY (1981)
 DW0662
 DW0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0662'NOT RECOVERED. NOTE-CULVERT DESCRIBED HAS BEEN DESTROYED, MARK
 DW0662'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0607 ***********************************************************************
 DU0607  DESIGNATION -  1583.97
 DU0607  PID         -  DU0607
 DU0607  STATE/COUNTY-  AZ/MARICOPA
 DU0607  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0607
 DU0607                         *CURRENT SURVEY CONTROL
 DU0607  ___________________________________________________________________
 DU0607* NAD 83(1986)-  33 24 54.     (N)    111 36 29.     (W)     SCALED    
 DU0607* NAVD 88     -       483.521  (meters)    1586.35   (feet)  ADJUSTED  
 DU0607  ___________________________________________________________________
 DU0607  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0607  DYNAMIC HT  -         482.939 (meters)    1584.44  (feet)  COMP
 DU0607  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 DU0607
 DU0607  VERT ORDER  -  FIRST     CLASS II
 DU0607
 DU0607.The horizontal coordinates were scaled from a topographic map and have
 DU0607.an estimated accuracy of +/- 6 seconds.
 DU0607
 DU0607.The orthometric height was determined by differential leveling
 DU0607.and adjusted by the National Geodetic Survey in June 1991..
 DU0607
 DU0607.The geoid height was determined by GEOID03.
 DU0607
 DU0607.The dynamic height is computed by dividing the NAVD 88
 DU0607.geopotential number by the normal gravity value computed on the
 DU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0607.degrees latitude (g = 980.6199 gals.).
 DU0607
 DU0607.The modeled gravity was interpolated from observed gravity values.
 DU0607
 DU0607;                    North         East    Units  Estimated Accuracy
 DU0607;SPC AZ C     -   267,820.      242,060.      MT  (+/- 180 meters Scaled)
 DU0607
 DU0607                          SUPERSEDED SURVEY CONTROL
 DU0607
 DU0607  NGVD 29 (??/??/92)  483.017  (m)         1584.70   (f) ADJ UNCH    1 2
 DU0607
 DU0607.Superseded values are not recommended for survey control.
 DU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0607.See file dsdata.txt to determine how the superseded data were derived.
 DU0607
 DU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB434974(NAD 83)
 DU0607_MARKER: DD = SURVEY DISK
 DU0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0607_SP_SET: ABUTMENT
 DU0607_STAMPING: 1583.97 656.15
 DU0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0607
 DU0607  HISTORY     - Date     Condition        Report By
 DU0607  HISTORY     - UNK      MONUMENTED       AZHD
 DU0607  HISTORY     - 1948     GOOD             NGS
 DU0607  HISTORY     - 1981     GOOD             NGS
 DU0607
 DU0607                          STATION DESCRIPTION
 DU0607
 DU0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0607'3.4 MI W FROM APACHE JUNCTION.
 DU0607'ABOUT 3.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0607'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0607'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0607'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0607
 DU0607                          STATION RECOVERY (1981)
 DU0607
 DU0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0607'5.6 KILOMETERS (3.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0607'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0607'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3
 DU0607'FEET) BOX CULVERT WITH A WOODEN HEADWALL, ALSO 8.5 KILOMETERS (5.3
 DU0607'MILES) EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 DU0607'BUCKHORN, 8.3 METERS (27.3 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0607'EASTBOUND HIGHWAY TRAFFIC LANES AND 26.0 METERS (85.3 FEET) WEST OF
 DU0607'THE CENTERLINE OF MERRILL ROAD.
 DU0607'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0069 ***********************************************************************
 EU0069  DESIGNATION -  1584.15
 EU0069  PID         -  EU0069
 EU0069  STATE/COUNTY-  AZ/MOHAVE
 EU0069  USGS QUAD   -  YUCCA (1970)
 EU0069
 EU0069                         *CURRENT SURVEY CONTROL
 EU0069  ___________________________________________________________________
 EU0069* NAD 83(1986)-  34 48 21.     (N)    114 09 04.     (W)     SCALED    
 EU0069* NAVD 88     -       483.529  (meters)    1586.38   (feet)  ADJUSTED  
 EU0069  ___________________________________________________________________
 EU0069  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 EU0069  DYNAMIC HT  -         482.991 (meters)    1584.61  (feet)  COMP
 EU0069  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 EU0069
 EU0069  VERT ORDER  -  FIRST     CLASS II
 EU0069
 EU0069.The horizontal coordinates were scaled from a topographic map and have
 EU0069.an estimated accuracy of +/- 6 seconds.
 EU0069
 EU0069.The orthometric height was determined by differential leveling
 EU0069.and adjusted by the National Geodetic Survey in June 1991..
 EU0069
 EU0069.The geoid height was determined by GEOID03.
 EU0069
 EU0069.The dynamic height is computed by dividing the NAVD 88
 EU0069.geopotential number by the normal gravity value computed on the
 EU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0069.degrees latitude (g = 980.6199 gals.).
 EU0069
 EU0069.The modeled gravity was interpolated from observed gravity values.
 EU0069
 EU0069;                    North         East    Units  Estimated Accuracy
 EU0069;SPC AZ W     -   422,120.      176,660.      MT  (+/- 180 meters Scaled)
 EU0069
 EU0069                          SUPERSEDED SURVEY CONTROL
 EU0069
 EU0069  NGVD 29 (??/??/??)  482.805  (m)         1584.00   (f) ADJUSTED    1 2
 EU0069
 EU0069.Superseded values are not recommended for survey control.
 EU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0069.See file dsdata.txt to determine how the superseded data were derived.
 EU0069
 EU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606552(NAD 83)
 EU0069_MARKER: DD = SURVEY DISK
 EU0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0069_SP_SET: BRIDGE CURB
 EU0069_STAMPING: 1584.15 1110X120 1951
 EU0069_MARK LOGO: AZHD  
 EU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0069
 EU0069  HISTORY     - Date     Condition        Report By
 EU0069  HISTORY     - 1951     MONUMENTED       AZHD
 EU0069  HISTORY     - 1961     GOOD             NGS
 EU0069  HISTORY     - 1981     GOOD             NGS
 EU0069
 EU0069                          STATION DESCRIPTION
 EU0069
 EU0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0069'5 MI S FROM YUCCA.
 EU0069'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0069'THENCE 4.75 MILES SOUTH ALONG U.S. HIGHWAY 66, NEAR MILE POST
 EU0069'21, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB
 EU0069'OF A 125 FOOT CONCRETE BRIDGE OVER THE FLAT TOP WASH, 15 FEET
 EU0069'EAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 95 FEET NORTH OF THE
 EU0069'CENTER OF A ROAD EAST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EU0069'HIGHWAY.
 EU0069
 EU0069                          STATION RECOVERY (1981)
 EU0069
 EU0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0069'6.6 KM (4.1 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0069'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0069'FLAT TOP WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 4.6
 EU0069'METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0069'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1604 ***********************************************************************
 CZ1604  DESIGNATION -  1585.50
 CZ1604  PID         -  CZ1604
 CZ1604  STATE/COUNTY-  AZ/PINAL
 CZ1604  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1604
 CZ1604                         *CURRENT SURVEY CONTROL
 CZ1604  ___________________________________________________________________
 CZ1604* NAD 83(1986)-  32 43 43.     (N)    111 31 45.     (W)     SCALED    
 CZ1604* NAVD 88     -       482.49   (+/-2cm)    1583.0    (feet)  VERTCON   
 CZ1604  ___________________________________________________________________
 CZ1604  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1604
 CZ1604  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1604
 CZ1604.The horizontal coordinates were scaled from a topographic map and have
 CZ1604.an estimated accuracy of +/- 6 seconds.
 CZ1604
 CZ1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1604.The vertical order pertains to the NGVD 29 superseded value.
 CZ1604
 CZ1604.The geoid height was determined by GEOID03.
 CZ1604
 CZ1604;                    North         East    Units  Estimated Accuracy
 CZ1604;SPC AZ C     -   191,720.      249,680.      MT  (+/- 180 meters Scaled)
 CZ1604
 CZ1604                          SUPERSEDED SURVEY CONTROL
 CZ1604
 CZ1604  NGVD 29 (??/??/92)  481.935  (m)         1581.15   (f) ADJ UNCH    1 2
 CZ1604
 CZ1604.Superseded values are not recommended for survey control.
 CZ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1604.See file dsdata.txt to determine how the superseded data were derived.
 CZ1604
 CZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB504213(NAD 83)
 CZ1604_MARKER: DD = SURVEY DISK
 CZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1604_STAMPING: 1585.50 BK 1588.65 AD
 CZ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1604+STABILITY: SURFACE MOTION
 CZ1604
 CZ1604  HISTORY     - Date     Condition        Report By
 CZ1604  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1604  HISTORY     - 1975     GOOD             AZDT
 CZ1604
 CZ1604                          STATION DESCRIPTION
 CZ1604
 CZ1604'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1604'2.1 MI SE FROM ELOY.
 CZ1604'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1604'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1604'A P AND M SURVEY SIGN.  3 FT. EAST OF STEEL POST.  3 FT. WEST OF SIGN
 CZ1604'1-10-4(40) 1-10-4(41).  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1604'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0606 ***********************************************************************
 DU0606  DESIGNATION -  1586.68
 DU0606  PID         -  DU0606
 DU0606  STATE/COUNTY-  AZ/MARICOPA
 DU0606  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0606
 DU0606                         *CURRENT SURVEY CONTROL
 DU0606  ___________________________________________________________________
 DU0606* NAD 83(1986)-  33 24 54.     (N)    111 36 20.     (W)     SCALED    
 DU0606* NAVD 88     -       484.373  (meters)    1589.15   (feet)  ADJUSTED  
 DU0606  ___________________________________________________________________
 DU0606  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0606  DYNAMIC HT  -         483.791 (meters)    1587.24  (feet)  COMP
 DU0606  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 DU0606
 DU0606  VERT ORDER  -  FIRST     CLASS II
 DU0606
 DU0606.The horizontal coordinates were scaled from a topographic map and have
 DU0606.an estimated accuracy of +/- 6 seconds.
 DU0606
 DU0606.The orthometric height was determined by differential leveling
 DU0606.and adjusted by the National Geodetic Survey in June 1991..
 DU0606
 DU0606.The geoid height was determined by GEOID03.
 DU0606
 DU0606.The dynamic height is computed by dividing the NAVD 88
 DU0606.geopotential number by the normal gravity value computed on the
 DU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0606.degrees latitude (g = 980.6199 gals.).
 DU0606
 DU0606.The modeled gravity was interpolated from observed gravity values.
 DU0606
 DU0606;                    North         East    Units  Estimated Accuracy
 DU0606;SPC AZ C     -   267,820.      242,300.      MT  (+/- 180 meters Scaled)
 DU0606
 DU0606                          SUPERSEDED SURVEY CONTROL
 DU0606
 DU0606  NGVD 29 (??/??/92)  483.844  (m)         1587.41   (f) ADJ UNCH    1 2
 DU0606
 DU0606.Superseded values are not recommended for survey control.
 DU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0606.See file dsdata.txt to determine how the superseded data were derived.
 DU0606
 DU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB436974(NAD 83)
 DU0606_MARKER: DD = SURVEY DISK
 DU0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0606_SP_SET: ABUTMENT
 DU0606_STAMPING: 1586.68 663.24
 DU0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0606
 DU0606  HISTORY     - Date     Condition        Report By
 DU0606  HISTORY     - UNK      MONUMENTED       AZHD
 DU0606  HISTORY     - 1948     GOOD             NGS
 DU0606  HISTORY     - 1981     GOOD             NGS
 DU0606
 DU0606                          STATION DESCRIPTION
 DU0606
 DU0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0606'3.2 MI W FROM APACHE JUNCTION.
 DU0606'ABOUT 3.2 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0606'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0606'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0606'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0606
 DU0606                          STATION RECOVERY (1981)
 DU0606
 DU0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0606'5.4 KILOMETERS (3.35 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0606'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0606'TOP OF THE WEST CONCRETE ABUTMENT FOR A 1.5 X 1 METER (5 X 3 FEET) BOX
 DU0606'CULVERT WITH A WOODEN HEADWALL COVER, 0.25 KILOMETER (0.15 MILE) EAST
 DU0606'MERRILL ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE
 DU0606'OF THE EASTBOUND HIGHWAY TRAFFIC LANES.
 DU0606'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0045 ***********************************************************************
 CG0045  DESIGNATION -  159 1/2
 CG0045  PID         -  CG0045
 CG0045  STATE/COUNTY-  AZ/COCHISE
 CG0045  USGS QUAD   -  KNOB HILL (1973)
 CG0045
 CG0045                         *CURRENT SURVEY CONTROL
 CG0045  ___________________________________________________________________
 CG0045* NAD 83(1986)-  31 59 48.     (N)    110 04 59.     (W)     SCALED    
 CG0045* NAVD 88     -      1361.61   (+/-2cm)    4467.2    (feet)  VERTCON   
 CG0045  ___________________________________________________________________
 CG0045  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CG0045
 CG0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0045
 CG0045.The horizontal coordinates were scaled from a topographic map and have
 CG0045.an estimated accuracy of +/- 6 seconds.
 CG0045
 CG0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0045.The vertical order pertains to the NGVD 29 superseded value.
 CG0045
 CG0045.The geoid height was determined by GEOID03.
 CG0045
 CG0045;                    North         East    Units  Estimated Accuracy
 CG0045;SPC AZ E     -   110,500.      221,260.      MT  (+/- 180 meters Scaled)
 CG0045
 CG0045                          SUPERSEDED SURVEY CONTROL
 CG0045
 CG0045  NGVD 29 (??/??/92) 1360.734  (m)         4464.34   (f) ADJ UNCH    1 2
 CG0045
 CG0045.Superseded values are not recommended for survey control.
 CG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0045.See file dsdata.txt to determine how the superseded data were derived.
 CG0045
 CG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA866404(NAD 83)
 CG0045_MARKER: P = PIPE CAP
 CG0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0045_STAMPING: 159 1/2 H 1907
 CG0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0045
 CG0045  HISTORY     - Date     Condition        Report By
 CG0045  HISTORY     - 1907     MONUMENTED       USGS
 CG0045  HISTORY     - 1952     GOOD             NGS
 CG0045
 CG0045                          STATION DESCRIPTION
 CG0045
 CG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0045'3.4 MI SW FROM DRAGOON.
 CG0045'3.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0045'THE STATION AT DRAGOON, 0.05 MILE SOUTH OF CULVERT NUMBER 1050.50, 0.1
 CG0045'MILE SOUTH OF THE SOUTHWEST END OF A CULVERT, ABOUT 130.0 YARDS
 CG0045'SOUTHWEST OF A DEEP WASH, 100 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 CG0045'RAIL, 59.0 FEET WEST OF TWO SMALL TREES, 4.1 FEET SOUTHEAST OF A
 CG0045'FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN THE
 CG0045'TRACK, AND RIVETED TO AN IRON PIPE PROJECTING 1.1 FEET ABOVE THE
 CG0045'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0488 ***********************************************************************
 GQ0488  DESIGNATION -  159 DOR
 GQ0488  PID         -  GQ0488
 GQ0488  STATE/COUNTY-  AZ/MOHAVE
 GQ0488  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0488
 GQ0488                         *CURRENT SURVEY CONTROL
 GQ0488  ___________________________________________________________________
 GQ0488* NAD 83(1986)-  36 24 28.     (N)    113 34 57.     (W)     SCALED    
 GQ0488* NAVD 88     -      1752.235  (meters)    5748.79   (feet)  POSTED    
 GQ0488  ___________________________________________________________________
 GQ0488  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 GQ0488  DYNAMIC HT  -        1750.120 (meters)    5741.85  (feet)  COMP
 GQ0488  MODELED GRAV-     979,361.9   (mgal)                       NAVD 88
 GQ0488
 GQ0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0488
 GQ0488.The horizontal coordinates were scaled from a topographic map and have
 GQ0488.an estimated accuracy of +/- 6 seconds.
 GQ0488
 GQ0488.The orthometric height was determined by differential leveling
 GQ0488.and adjusted by the National Geodetic Survey in 1992..
 GQ0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0488.rate of 0.0 thru 1.0 mm/km.
 GQ0488
 GQ0488.The geoid height was determined by GEOID03.
 GQ0488
 GQ0488.The dynamic height is computed by dividing the NAVD 88
 GQ0488.geopotential number by the normal gravity value computed on the
 GQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0488.degrees latitude (g = 980.6199 gals.).
 GQ0488
 GQ0488.The modeled gravity was interpolated from observed gravity values.
 GQ0488
 GQ0488;                    North         East    Units  Estimated Accuracy
 GQ0488;SPC AZ W     -   599,790.      228,380.      MT  (+/- 180 meters Scaled)
 GQ0488
 GQ0488                          SUPERSEDED SURVEY CONTROL
 GQ0488
 GQ0488.No superseded survey control is available for this station.
 GQ0488
 GQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF684322(NAD 83)
 GQ0488_MARKER: DB = BENCH MARK DISK
 GQ0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0488_SP_SET: COPPER-CLAD STEEL ROD
 GQ0488_STAMPING: 159 DOR USGS 5746
 GQ0488_MARK LOGO: USGS  
 GQ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0488
 GQ0488  HISTORY     - Date     Condition        Report By
 GQ0488  HISTORY     - 1970     MONUMENTED       USGS
 GQ0488
 GQ0488                          STATION DESCRIPTION
 GQ0488
 GQ0488'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0488'100.9 KM (62.7 MI) SOUTH FROM ST GEORGE UT.
 GQ0488'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0488'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0488'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0488'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 16.8 MILES SOUTHWEST TO A
 GQ0488'CATTLEGUARD, 29 FEET NORTHWEST OF THE ROAD, 0.5 FEET NORTHEAST OF A
 GQ0488'FENCE.  ROD DEPTH UNKNOWN.
 GQ0488'THE MARK IS 1 FT  NE FROM  A WITNESS POST
 GQ0488'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0801 ***********************************************************************
 ES0801  DESIGNATION -  1591
 ES0801  PID         -  ES0801
 ES0801  STATE/COUNTY-  AZ/NAVAJO
 ES0801  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0801
 ES0801                         *CURRENT SURVEY CONTROL
 ES0801  ___________________________________________________________________
 ES0801* NAD 83(1986)-  34 38 07.     (N)    110 05 44.     (W)     SCALED    
 ES0801* NAVD 88     -      1698.699  (meters)    5573.15   (feet)  ADJUSTED  
 ES0801  ___________________________________________________________________
 ES0801  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0801  DYNAMIC HT  -        1696.304 (meters)    5565.29  (feet)  COMP
 ES0801  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 ES0801
 ES0801  VERT ORDER  -  FIRST     CLASS II
 ES0801
 ES0801.The horizontal coordinates were scaled from a topographic map and have
 ES0801.an estimated accuracy of +/- 6 seconds.
 ES0801
 ES0801.The orthometric height was determined by differential leveling
 ES0801.and adjusted by the National Geodetic Survey in June 1991..
 ES0801
 ES0801.The geoid height was determined by GEOID03.
 ES0801
 ES0801.The dynamic height is computed by dividing the NAVD 88
 ES0801.geopotential number by the normal gravity value computed on the
 ES0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0801.degrees latitude (g = 980.6199 gals.).
 ES0801
 ES0801.The modeled gravity was interpolated from observed gravity values.
 ES0801
 ES0801;                    North         East    Units  Estimated Accuracy
 ES0801;SPC AZ E     -   403,120.      219,880.      MT  (+/- 180 meters Scaled)
 ES0801
 ES0801                          SUPERSEDED SURVEY CONTROL
 ES0801
 ES0801.No superseded survey control is available for this station.
 ES0801
 ES0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828329(NAD 83)
 ES0801_MARKER: DB = BENCH MARK DISK
 ES0801_SETTING: 66 = SET IN ROCK OUTCROP
 ES0801_SP_SET: ROCK OUTCROP
 ES0801_STAMPING: 1591 BM 369.66 1978
 ES0801_MARK LOGO: AZDT  
 ES0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0801
 ES0801  HISTORY     - Date     Condition        Report By
 ES0801  HISTORY     - 1978     MONUMENTED       AZDT
 ES0801  HISTORY     - 1983     GOOD             NGS
 ES0801
 ES0801                          STATION DESCRIPTION
 ES0801
 ES0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0801'30.7 KM (19.05 MI) SOUT FROM HOLBROOK.
 ES0801'30.7 KM (19.05 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0801'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 370,
 ES0801'0.2 KM (0.1 MI) NORTH OF A DOUBLE POWERLINE CROSSING, IN THE CENTER OF
 ES0801'A 3 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 30.4 METERS (99.7
 ES0801'FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST
 ES0801'OF A FENCE.
 ES0801'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0801'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1097 ***********************************************************************
 DU1097  DESIGNATION -  159+15
 DU1097  PID         -  DU1097
 DU1097  STATE/COUNTY-  AZ/MARICOPA
 DU1097  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1097
 DU1097                         *CURRENT SURVEY CONTROL
 DU1097  ___________________________________________________________________
 DU1097* NAD 83(1986)-  33 31 26.     (N)    111 55 33.     (W)     SCALED    
 DU1097* NAVD 88     -       396.88   (+/-2cm)    1302.1    (feet)  VERTCON   
 DU1097  ___________________________________________________________________
 DU1097  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1097
 DU1097  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1097
 DU1097.The horizontal coordinates were scaled from a topographic map and have
 DU1097.an estimated accuracy of +/- 6 seconds.
 DU1097
 DU1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1097.The vertical order pertains to the NGVD 29 superseded value.
 DU1097
 DU1097.The geoid height was determined by GEOID03.
 DU1097
 DU1097;                    North         East    Units  Estimated Accuracy
 DU1097;SPC AZ C     -   279,850.      212,510.      MT  (+/- 180 meters Scaled)
 DU1097
 DU1097                          SUPERSEDED SURVEY CONTROL
 DU1097
 DU1097  NGVD 29 (??/??/92)  396.342  (m)         1300.33   (f) ADJ UNCH    1 2
 DU1097
 DU1097.Superseded values are not recommended for survey control.
 DU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1097.See file dsdata.txt to determine how the superseded data were derived.
 DU1097
 DU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140097(NAD 83)
 DU1097_MARKER: DD = SURVEY DISK
 DU1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1097_SP_SET: CURB
 DU1097_STAMPING: 1300.99 159+15 1959
 DU1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1097
 DU1097  HISTORY     - Date     Condition        Report By
 DU1097  HISTORY     - 1959     MONUMENTED       AZHD
 DU1097  HISTORY     - 1967     GOOD             NGS
 DU1097  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1097
 DU1097                          STATION DESCRIPTION
 DU1097
 DU1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1097'2.5 MI N FROM SCOTTSDALE.
 DU1097'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1097'AT SCOTTSDALE, 10 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DU1097'NORTH SCOTTSDALE ROAD AND EAST MACDONALD DRIVE, 51 FEET EAST OF THE
 DU1097'CENTER LINE OF NORTH SCOTTSDALE ROAD, 31 FEET SOUTH OF THE CENTER LINE
 DU1097'OF EAST MACDONALD DRIVE, SET IN THE CENTER OF THE TOP OF A CONCRETE
 DU1097'HEAD WALL OF A CONCRETE CULVERT UNDER EAST MACDONALD DRIVE, 59 FEET
 DU1097'SOUTHEAST OF A CONCRETE CURB ON THE SOUTHEAST SIDE OF THE
 DU1097'INTERSECTION, 13 FEET NORTHEAST OF POWER POLE NUMBER 98, AND ABOUT
 DU1097'LEVEL WITH EAST MACDONALD DRIVE.
 DU1097
 DU1097                          STATION RECOVERY (1981)
 DU1097
 DU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1097'HEADWALL DESCRIBED WAS DESTROYED BY ROAD CONSTRUCTION, MARK BELIEVED
 DU1097'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1603 ***********************************************************************
 CZ1603  DESIGNATION -  1592.32
 CZ1603  PID         -  CZ1603
 CZ1603  STATE/COUNTY-  AZ/PINAL
 CZ1603  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1603
 CZ1603                         *CURRENT SURVEY CONTROL
 CZ1603  ___________________________________________________________________
 CZ1603* NAD 83(1986)-  32 43 46.     (N)    111 31 57.     (W)     SCALED    
 CZ1603* NAVD 88     -       484.59   (+/-2cm)    1589.9    (feet)  VERTCON   
 CZ1603  ___________________________________________________________________
 CZ1603  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1603
 CZ1603  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1603
 CZ1603.The horizontal coordinates were scaled from a topographic map and have
 CZ1603.an estimated accuracy of +/- 6 seconds.
 CZ1603
 CZ1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1603.The vertical order pertains to the NGVD 29 superseded value.
 CZ1603
 CZ1603.The geoid height was determined by GEOID03.
 CZ1603
 CZ1603;                    North         East    Units  Estimated Accuracy
 CZ1603;SPC AZ C     -   191,820.      249,370.      MT  (+/- 180 meters Scaled)
 CZ1603
 CZ1603                          SUPERSEDED SURVEY CONTROL
 CZ1603
 CZ1603  NGVD 29 (??/??/92)  484.036  (m)         1588.04   (f) ADJ UNCH    1 2
 CZ1603
 CZ1603.Superseded values are not recommended for survey control.
 CZ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1603.See file dsdata.txt to determine how the superseded data were derived.
 CZ1603
 CZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB501214(NAD 83)
 CZ1603_MARKER: DD = SURVEY DISK
 CZ1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1603_SP_SET: CURBING
 CZ1603_STAMPING: 1592.32
 CZ1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1603
 CZ1603  HISTORY     - Date     Condition        Report By
 CZ1603  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1603  HISTORY     - 1975     GOOD             AZDT
 CZ1603
 CZ1603                          STATION DESCRIPTION
 CZ1603
 CZ1603'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1603'2 MI SE FROM ELOY.
 CZ1603'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.9 MILES AND TO
 CZ1603'THE STATION ON THE RIGHT.  6 FT. EAST OF THE SOUTHWEST END OF A BRIDGE
 CZ1603'FOR THE EAST BOUND TRAFFIC.  ON A BRIDGE CURBING 1 FT. ABOVE THE
 CZ1603'BRIDGE DECK.  80 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP, SET
 CZ1603'ON A BRIDGE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0604 ***********************************************************************
 DU0604  DESIGNATION -  1594.67
 DU0604  PID         -  DU0604
 DU0604  STATE/COUNTY-  AZ/MARICOPA
 DU0604  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0604
 DU0604                         *CURRENT SURVEY CONTROL
 DU0604  ___________________________________________________________________
 DU0604* NAD 83(1986)-  33 24 54.     (N)    111 36 05.     (W)     SCALED    
 DU0604* NAVD 88     -       486.820  (meters)    1597.18   (feet)  ADJUSTED  
 DU0604  ___________________________________________________________________
 DU0604  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0604  DYNAMIC HT  -         486.234 (meters)    1595.25  (feet)  COMP
 DU0604  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 DU0604
 DU0604  VERT ORDER  -  FIRST     CLASS II
 DU0604
 DU0604.The horizontal coordinates were scaled from a topographic map and have
 DU0604.an estimated accuracy of +/- 6 seconds.
 DU0604
 DU0604.The orthometric height was determined by differential leveling
 DU0604.and adjusted by the National Geodetic Survey in June 1991..
 DU0604
 DU0604.The geoid height was determined by GEOID03.
 DU0604
 DU0604.The dynamic height is computed by dividing the NAVD 88
 DU0604.geopotential number by the normal gravity value computed on the
 DU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0604.degrees latitude (g = 980.6199 gals.).
 DU0604
 DU0604.The modeled gravity was interpolated from observed gravity values.
 DU0604
 DU0604;                    North         East    Units  Estimated Accuracy
 DU0604;SPC AZ C     -   267,820.      242,680.      MT  (+/- 180 meters Scaled)
 DU0604
 DU0604                          SUPERSEDED SURVEY CONTROL
 DU0604
 DU0604  NGVD 29 (??/??/92)  486.272  (m)         1595.38   (f) ADJ UNCH    1 2
 DU0604
 DU0604.Superseded values are not recommended for survey control.
 DU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0604.See file dsdata.txt to determine how the superseded data were derived.
 DU0604
 DU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB440974(NAD 83)
 DU0604_MARKER: DD = SURVEY DISK
 DU0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0604_SP_SET: ABUTMENT
 DU0604_STAMPING: 1594.67 676.07
 DU0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0604
 DU0604  HISTORY     - Date     Condition        Report By
 DU0604  HISTORY     - UNK      MONUMENTED       AZHD
 DU0604  HISTORY     - 1948     GOOD             NGS
 DU0604  HISTORY     - 1981     GOOD             NGS
 DU0604  HISTORY     - 20020516 MARK NOT FOUND   INDIV
 DU0604
 DU0604                          STATION DESCRIPTION
 DU0604
 DU0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0604'3.0 MI W FROM APACHE JUNCTION.
 DU0604'ABOUT 3.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0604'21.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0604'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0604'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0604
 DU0604                          STATION RECOVERY (1981)
 DU0604
 DU0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0604'5.0 KILOMETERS (3.1 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0604'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0604'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A DOUBLE BOX CULVERT WITH
 DU0604'A WOODEN HEADWALL, 0.3 KILOMETER (0.2 MILE) WEST OF SIGNAL BUTTE ROAD
 DU0604'AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0604'EASTBOUND TRAFFIC LANES OF THE HIGHWAY.
 DU0604'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0604
 DU0604                          STATION RECOVERY (2002)
 DU0604
 DU0604'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU0604'U.S.HWY 60 APPEARS TO HAVE BEEN WIDENED AND REPAVED SINCE MARKER WAS
 DU0604'LAST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0421 ***********************************************************************
 DA0421  DESIGNATION -  1595.1
 DA0421  PID         -  DA0421
 DA0421  STATE/COUNTY-  AZ/PIMA
 DA0421  USGS QUAD   -  ARMENTA WELL (1990)
 DA0421
 DA0421                         *CURRENT SURVEY CONTROL
 DA0421  ___________________________________________________________________
 DA0421* NAD 83(1986)-  32 09 02.     (N)    112 50 21.     (W)     SCALED    
 DA0421* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 DA0421  ___________________________________________________________________
 DA0421  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DA0421
 DA0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0421
 DA0421.The horizontal coordinates were scaled from a topographic map and have
 DA0421.an estimated accuracy of +/- 6 seconds.
 DA0421
 DA0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0421.The vertical order pertains to the NGVD 29 superseded value.
 DA0421
 DA0421.The geoid height was determined by GEOID03.
 DA0421
 DA0421;                    North         East    Units  Estimated Accuracy
 DA0421;SPC AZ C     -   127,930.      126,340.      MT  (+/- 180 meters Scaled)
 DA0421
 DA0421                          SUPERSEDED SURVEY CONTROL
 DA0421
 DA0421  NGVD 29 (??/??/92)  485.699  (m)         1593.50   (f) ADJ UNCH    2 0
 DA0421
 DA0421.Superseded values are not recommended for survey control.
 DA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0421.See file dsdata.txt to determine how the superseded data were derived.
 DA0421
 DA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA265586(NAD 83)
 DA0421_MARKER: N = NAIL
 DA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0421+STABILITY: SURFACE MOTION
 DA0421
 DA0421  HISTORY     - Date     Condition        Report By
 DA0421  HISTORY     - UNK      MONUMENTED       USGS
 DA0421  HISTORY     - 1952     GOOD             NGS
 DA0421
 DA0421                          STATION DESCRIPTION
 DA0421
 DA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0421'24.7 MI S FROM AJO.
 DA0421'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNEALIA, AND GILA BEND
 DA0421'RAILROAD FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES
 DA0421'SOUTHEAST ALONG HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH
 DA0421'ALONG SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 4.6 MILES ALONG
 DA0421'TRACK ROAD, 343 1/2 FEET WEST OF B. M. W 308, 15 1/2 FEET SOUTH OF THE
 DA0421'CENTERLINE OF THE ROAD, A COPPER NAIL AND WASHER SET ON TOP OF A 4 X 4
 DA0421'WOOD POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1565 ***********************************************************************
 DV1565  DESIGNATION -  16 A
 DV1565  PID         -  DV1565
 DV1565  STATE/COUNTY-  AZ/LA PAZ
 DV1565  USGS QUAD   -  HOPE (1990)
 DV1565
 DV1565                         *CURRENT SURVEY CONTROL
 DV1565  ___________________________________________________________________
 DV1565* NAD 83(1986)-  33 37 38.     (N)    113 44 31.     (W)     SCALED    
 DV1565* NAVD 88     -       368.34   (+/-2cm)    1208.5    (feet)  VERTCON   
 DV1565  ___________________________________________________________________
 DV1565  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1565
 DV1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1565
 DV1565.The horizontal coordinates were scaled from a topographic map and have
 DV1565.an estimated accuracy of +/- 6 seconds.
 DV1565
 DV1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1565.The vertical order pertains to the NGVD 29 superseded value.
 DV1565
 DV1565.The geoid height was determined by GEOID03.
 DV1565
 DV1565;                    North         East    Units  Estimated Accuracy
 DV1565;SPC AZ W     -   291,320.      214,110.      MT  (+/- 180 meters Scaled)
 DV1565
 DV1565                          SUPERSEDED SURVEY CONTROL
 DV1565
 DV1565  NGVD 29 (??/??/92)  367.669  (m)         1206.26   (f) ADJ UNCH    2 0
 DV1565
 DV1565.Superseded values are not recommended for survey control.
 DV1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1565.See file dsdata.txt to determine how the superseded data were derived.
 DV1565
 DV1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC456241(NAD 83)
 DV1565_MARKER: DD = SURVEY DISK
 DV1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1565_STAMPING: 16 A 1962
 DV1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1565+STABILITY: SURFACE MOTION
 DV1565
 DV1565  HISTORY     - Date     Condition        Report By
 DV1565  HISTORY     - 1962     MONUMENTED       AZHD
 DV1565  HISTORY     - 19870224 MARK NOT FOUND   USGS
 DV1565
 DV1565                          STATION DESCRIPTION
 DV1565
 DV1565'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1565'11.20 MI SW FROM HOPE.
 DV1565'0.55 MILE EAST-SOUTHEAST OF G 396 16, AN ARIZONA HIGHWAY DEPARTMENT
 DV1565'DISK STAMPED 16 A 1962, SET IN TOP OF CONCRETE POST FLUSH WITH THE
 DV1565'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1565'HIGHWAY 10, 1.2 FEET NORTH-WEST OF A METAL WITNESS POST.
 DV1565
 DV1565                          STATION RECOVERY (1987)
 DV1565
 DV1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0805 ***********************************************************************
 FQ0805  DESIGNATION -  16 BKC
 FQ0805  PID         -  FQ0805
 FQ0805  STATE/COUNTY-  AZ/COCONINO
 FQ0805  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0805
 FQ0805                         *CURRENT SURVEY CONTROL
 FQ0805  ___________________________________________________________________
 FQ0805* NAD 83(1986)-  35 34 44.     (N)    111 30 54.     (W)     SCALED    
 FQ0805* NAVD 88     -      1668.391  (meters)    5473.71   (feet)  POSTED    
 FQ0805  ___________________________________________________________________
 FQ0805  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0805  DYNAMIC HT  -        1666.210 (meters)    5466.56  (feet)  COMP
 FQ0805  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 FQ0805
 FQ0805  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0805
 FQ0805.The horizontal coordinates were scaled from a topographic map and have
 FQ0805.an estimated accuracy of +/- 6 seconds.
 FQ0805
 FQ0805.The orthometric height was determined by differential leveling
 FQ0805.and adjusted by the National Geodetic Survey in 1992..
 FQ0805.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0805.rate of 0.0 thru 1.0 mm/km.
 FQ0805
 FQ0805.The geoid height was determined by GEOID03.
 FQ0805
 FQ0805.The dynamic height is computed by dividing the NAVD 88
 FQ0805.geopotential number by the normal gravity value computed on the
 FQ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0805.degrees latitude (g = 980.6199 gals.).
 FQ0805
 FQ0805.The modeled gravity was interpolated from observed gravity values.
 FQ0805
 FQ0805;                    North         East    Units  Estimated Accuracy
 FQ0805;SPC AZ C     -   507,870.      249,760.      MT  (+/- 180 meters Scaled)
 FQ0805
 FQ0805                          SUPERSEDED SURVEY CONTROL
 FQ0805
 FQ0805  NGVD 29 (??/??/92) 1667.48   (m)         5470.7    (f) COMPUTED    2 2
 FQ0805
 FQ0805.Superseded values are not recommended for survey control.
 FQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0805.See file dsdata.txt to determine how the superseded data were derived.
 FQ0805
 FQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE533373(NAD 83)
 FQ0805_MARKER: DB = BENCH MARK DISK
 FQ0805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0805_SP_SET: COPPER-CLAD STEEL ROD
 FQ0805_STAMPING: 16 BKC 1968 5471
 FQ0805_MARK LOGO: USGS  
 FQ0805_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0805+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0805
 FQ0805  HISTORY     - Date     Condition        Report By
 FQ0805  HISTORY     - 1968     MONUMENTED       USGS
 FQ0805
 FQ0805                          STATION DESCRIPTION
 FQ0805
 FQ0805'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0805'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0805'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0805'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0805'NATIONAL MONUMENT, THENCE 0.9 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0805'T-ROAD NORTH, 39 FEET NORTH AND 106 FEET EAST OF THE INTERSECTION, 2
 FQ0805'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0805'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1266 ***********************************************************************
 CY1266  DESIGNATION -  16 EMH
 CY1266  PID         -  CY1266
 CY1266  STATE/COUNTY-  AZ/GRAHAM
 CY1266  USGS QUAD   -  TANQUE (1966)
 CY1266
 CY1266                         *CURRENT SURVEY CONTROL
 CY1266  ___________________________________________________________________
 CY1266* NAD 83(1986)-  32 37 14.     (N)    109 35 03.     (W)     SCALED    
 CY1266* NAVD 88     -      1043.19   (+/-2cm)    3422.5    (feet)  VERTCON   
 CY1266  ___________________________________________________________________
 CY1266  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY1266
 CY1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1266
 CY1266.The horizontal coordinates were scaled from a topographic map and have
 CY1266.an estimated accuracy of +/- 6 seconds.
 CY1266
 CY1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1266.The vertical order pertains to the NGVD 29 superseded value.
 CY1266
 CY1266.The geoid height was determined by GEOID03.
 CY1266
 CY1266;                    North         East    Units  Estimated Accuracy
 CY1266;SPC AZ E     -   179,830.      268,020.      MT  (+/- 180 meters Scaled)
 CY1266
 CY1266                          SUPERSEDED SURVEY CONTROL
 CY1266
 CY1266  NGVD 29 (??/??/92) 1042.52   (m)         3420.3    (f) COMPUTED    2 0
 CY1266
 CY1266.Superseded values are not recommended for survey control.
 CY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1266.See file dsdata.txt to determine how the superseded data were derived.
 CY1266
 CY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB328101(NAD 83)
 CY1266_MARKER: DB = BENCH MARK DISK
 CY1266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1266_SP_SET: COPPER-CLAD STEEL ROD
 CY1266_STAMPING: 16 EMH 1972 3420
 CY1266_MARK LOGO: USGS  
 CY1266_PROJECTION: FLUSH
 CY1266_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1266+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1266_ROD/PIPE-DEPTH: 6.10 meters
 CY1266
 CY1266  HISTORY     - Date     Condition        Report By
 CY1266  HISTORY     - 1972     MONUMENTED       USGS
 CY1266
 CY1266                          STATION DESCRIPTION
 CY1266
 CY1266'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1266'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1266'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 6.7
 CY1266'MILES EAST ALONG A DIRT ROAD, 324 FEET WEST OF A 12 X 12-FOOT FENCED
 CY1266'AREA ON THE SOUTH SIDE OF THE ROAD, 45 FEET NORTH AND ABOUT LEVEL
 CY1266'WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET
 CY1266'ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0776 ***********************************************************************
 FQ0776  DESIGNATION -  16 HLS
 FQ0776  PID         -  FQ0776
 FQ0776  STATE/COUNTY-  AZ/NAVAJO
 FQ0776  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0776
 FQ0776                         *CURRENT SURVEY CONTROL
 FQ0776  ___________________________________________________________________
 FQ0776* NAD 83(1986)-  35 08 52.     (N)    110 17 11.     (W)     SCALED    
 FQ0776* NAVD 88     -      1572.880  (meters)    5160.36   (feet)  ADJUSTED  
 FQ0776  ___________________________________________________________________
 FQ0776  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0776  DYNAMIC HT  -        1570.781 (meters)    5153.47  (feet)  COMP
 FQ0776  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 FQ0776
 FQ0776  VERT ORDER  -  THIRD
 FQ0776
 FQ0776.The horizontal coordinates were scaled from a topographic map and have
 FQ0776.an estimated accuracy of +/- 6 seconds.
 FQ0776
 FQ0776.The orthometric height was determined by differential leveling
 FQ0776.and adjusted by the National Geodetic Survey in June 1991..
 FQ0776
 FQ0776.The geoid height was determined by GEOID03.
 FQ0776
 FQ0776.The dynamic height is computed by dividing the NAVD 88
 FQ0776.geopotential number by the normal gravity value computed on the
 FQ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0776.degrees latitude (g = 980.6199 gals.).
 FQ0776
 FQ0776.The modeled gravity was interpolated from observed gravity values.
 FQ0776
 FQ0776;                    North         East    Units  Estimated Accuracy
 FQ0776;SPC AZ E     -   459,970.      202,450.      MT  (+/- 180 meters Scaled)
 FQ0776
 FQ0776                          SUPERSEDED SURVEY CONTROL
 FQ0776
 FQ0776.No superseded survey control is available for this station.
 FQ0776
 FQ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD650896(NAD 83)
 FQ0776_MARKER: DB = BENCH MARK DISK
 FQ0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0776_SP_SET: COPPER-CLAD STEEL ROD
 FQ0776_STAMPING: 16 HLS 1970 5158
 FQ0776_MARK LOGO: USGS  
 FQ0776_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0776+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0776
 FQ0776  HISTORY     - Date     Condition        Report By
 FQ0776  HISTORY     - 1970     MONUMENTED       USGS
 FQ0776
 FQ0776                          STATION DESCRIPTION
 FQ0776
 FQ0776'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0776'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0776'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0776'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0776'NORTHEAST ALONG THE ROAD TO A ROAD FORK, 65 FEET EAST OF A GATE, 29
 FQ0776'FEET NORTH OF THE CENTERLINE OF THE ROAD SOUTHEAST, 20 FEET SOUTH OF
 FQ0776'THE ROAD NORTHEAST, 5 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD
 FQ0776'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0882 ***********************************************************************
 FQ0882  DESIGNATION -  16 JRH
 FQ0882  PID         -  FQ0882
 FQ0882  STATE/COUNTY-  AZ/COCONINO
 FQ0882  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0882
 FQ0882                         *CURRENT SURVEY CONTROL
 FQ0882  ___________________________________________________________________
 FQ0882* NAD 83(1986)-  35 31 13.     (N)    111 37 49.     (W)     SCALED    
 FQ0882* NAVD 88     -      2003.376  (meters)    6572.74   (feet)  POSTED    
 FQ0882  ___________________________________________________________________
 FQ0882  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0882  DYNAMIC HT  -        2000.650 (meters)    6563.80  (feet)  COMP
 FQ0882  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 FQ0882
 FQ0882  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0882
 FQ0882.The horizontal coordinates were scaled from a topographic map and have
 FQ0882.an estimated accuracy of +/- 6 seconds.
 FQ0882
 FQ0882.The orthometric height was determined by differential leveling
 FQ0882.and adjusted by the National Geodetic Survey in 1992..
 FQ0882.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0882.rate of 0.0 thru 1.0 mm/km.
 FQ0882
 FQ0882.The geoid height was determined by GEOID03.
 FQ0882
 FQ0882.The dynamic height is computed by dividing the NAVD 88
 FQ0882.geopotential number by the normal gravity value computed on the
 FQ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0882.degrees latitude (g = 980.6199 gals.).
 FQ0882
 FQ0882.The modeled gravity was interpolated from observed gravity values.
 FQ0882
 FQ0882;                    North         East    Units  Estimated Accuracy
 FQ0882;SPC AZ C     -   501,330.      239,340.      MT  (+/- 180 meters Scaled)
 FQ0882
 FQ0882                          SUPERSEDED SURVEY CONTROL
 FQ0882
 FQ0882  NGVD 29 (??/??/92) 2002.45   (m)         6569.7    (f) COMPUTED    3 0
 FQ0882
 FQ0882.Superseded values are not recommended for survey control.
 FQ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0882.See file dsdata.txt to determine how the superseded data were derived.
 FQ0882
 FQ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE428309(NAD 83)
 FQ0882_MARKER: DB = BENCH MARK DISK
 FQ0882_SETTING: 0 = UNSPECIFIED SETTING
 FQ0882_STAMPING: 16 JRH 1959 6569
 FQ0882_MARK LOGO: USGS  
 FQ0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0882+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0882
 FQ0882  HISTORY     - Date     Condition        Report By
 FQ0882  HISTORY     - 1959     MONUMENTED       USGS
 FQ0882
 FQ0882                          STATION DESCRIPTION
 FQ0882
 FQ0882'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0882'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0882'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0882'LOOKOUT TOWER, PROCEED 45.0 MILES SOUTHEAST TO A ROAD FORK TO CEDAR
 FQ0882'RANCH.  OR, 22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION
 FQ0882'OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 7.8
 FQ0882'MILES NORTHWEST, 4.4 MILES SOUTHEAST OF ASO RANCH, 90 FEET WEST OF
 FQ0882'THE CENTER OF THE ROAD FORK, 15 FEET NORTH OF A PINON PINE, IN A
 FQ0882'LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0160 ***********************************************************************
 DA0160  DESIGNATION -  16 RS
 DA0160  PID         -  DA0160
 DA0160  STATE/COUNTY-  AZ/MARICOPA
 DA0160  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0160
 DA0160                         *CURRENT SURVEY CONTROL
 DA0160  ___________________________________________________________________
 DA0160* NAD 83(1986)-  32 46 09.     (N)    112 13 58.     (W)     SCALED    
 DA0160* NAVD 88     -       579.74   (+/-2cm)    1902.0    (feet)  VERTCON   
 DA0160  ___________________________________________________________________
 DA0160  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0160
 DA0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0160
 DA0160.The horizontal coordinates were scaled from a topographic map and have
 DA0160.an estimated accuracy of +/- 6 seconds.
 DA0160
 DA0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0160.The vertical order pertains to the NGVD 29 superseded value.
 DA0160
 DA0160.The geoid height was determined by GEOID03.
 DA0160
 DA0160;                    North         East    Units  Estimated Accuracy
 DA0160;SPC AZ C     -   196,200.      183,750.      MT  (+/- 180 meters Scaled)
 DA0160
 DA0160                          SUPERSEDED SURVEY CONTROL
 DA0160
 DA0160  NGVD 29 (??/??/92)  579.081  (m)         1899.87   (f) ADJ UNCH    2 0
 DA0160
 DA0160.Superseded values are not recommended for survey control.
 DA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0160.See file dsdata.txt to determine how the superseded data were derived.
 DA0160
 DA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB845263(NAD 83)
 DA0160_MARKER: DD = SURVEY DISK
 DA0160_SETTING: 80 = SET IN A BOULDER
 DA0160_SP_SET: BOULDER
 DA0160_STAMPING: 16 RS 1900 1939
 DA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0160+STABILITY: SURFACE MOTION
 DA0160
 DA0160  HISTORY     - Date     Condition        Report By
 DA0160  HISTORY     - 1939     MONUMENTED       USGS
 DA0160
 DA0160                          STATION DESCRIPTION
 DA0160
 DA0160'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 DA0160'28.2 MI E FROM GILA.
 DA0160'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0160'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 5.9 MILES SOUTH
 DA0160'ALONG A DIM TRACK ROAD.  AT THE WEST END OF THE BASE OF A LOW ROCKY
 DA0160'HILL, 62 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF
 DA0160'THE WEST END OF A LARGE BOULDER PAINTED BM ON ITS SOUTH FACE, AND IN
 DA0160'THE CENTER OF THE TOP OF A 2- BY 2-FOOT GRANITE BOULDER PROJECTING 1
 DA0160'FOOT ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 DA0160'STAMPED 16 RS 1900 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0228 ***********************************************************************
 DA0228  DESIGNATION -  16 WF
 DA0228  PID         -  DA0228
 DA0228  STATE/COUNTY-  AZ/PIMA
 DA0228  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0228
 DA0228                         *CURRENT SURVEY CONTROL
 DA0228  ___________________________________________________________________
 DA0228* NAD 83(1986)-  32 29 40.     (N)    112 22 39.     (W)     SCALED    
 DA0228* NAVD 88     -       721.70   (+/-2cm)    2367.8    (feet)  VERTCON   
 DA0228  ___________________________________________________________________
 DA0228  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA0228
 DA0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0228
 DA0228.The horizontal coordinates were scaled from a topographic map and have
 DA0228.an estimated accuracy of +/- 6 seconds.
 DA0228
 DA0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0228.The vertical order pertains to the NGVD 29 superseded value.
 DA0228
 DA0228.The geoid height was determined by GEOID03.
 DA0228
 DA0228;                    North         East    Units  Estimated Accuracy
 DA0228;SPC AZ C     -   165,790.      170,050.      MT  (+/- 180 meters Scaled)
 DA0228
 DA0228                          SUPERSEDED SURVEY CONTROL
 DA0228
 DA0228  NGVD 29 (??/??/92)  720.986  (m)         2365.43   (f) ADJ UNCH    2 0
 DA0228
 DA0228.Superseded values are not recommended for survey control.
 DA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0228.See file dsdata.txt to determine how the superseded data were derived.
 DA0228
 DA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA705960(NAD 83)
 DA0228_MARKER: DD = SURVEY DISK
 DA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0228_STAMPING: 16 WF 1948 2365
 DA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0228+STABILITY: SURFACE MOTION
 DA0228
 DA0228  HISTORY     - Date     Condition        Report By
 DA0228  HISTORY     - 1948     MONUMENTED       USGS
 DA0228  HISTORY     - 1961     GOOD             NGS
 DA0228
 DA0228                          STATION DESCRIPTION
 DA0228
 DA0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0228'10.45 MI W FROM VENTANA.
 DA0228'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0228'AT VENTANA.  THENCE 3.85 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0228'PIPE LINE, 0.1 MILE EAST OF PIPE LINE MILEPOST NUMBER 51, 43 FEET
 DA0228'SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A METAL
 DA0228'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0228'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0489 ***********************************************************************
 GQ0489  DESIGNATION -  160 DOR
 GQ0489  PID         -  GQ0489
 GQ0489  STATE/COUNTY-  AZ/MOHAVE
 GQ0489  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0489
 GQ0489                         *CURRENT SURVEY CONTROL
 GQ0489  ___________________________________________________________________
 GQ0489* NAD 83(1986)-  36 23 39.     (N)    113 34 50.     (W)     SCALED    
 GQ0489* NAVD 88     -      1770.360  (meters)    5808.26   (feet)  POSTED    
 GQ0489  ___________________________________________________________________
 GQ0489  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 GQ0489  DYNAMIC HT  -        1768.220 (meters)    5801.24  (feet)  COMP
 GQ0489  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 GQ0489
 GQ0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0489
 GQ0489.The horizontal coordinates were scaled from a topographic map and have
 GQ0489.an estimated accuracy of +/- 6 seconds.
 GQ0489
 GQ0489.The orthometric height was determined by differential leveling
 GQ0489.and adjusted by the National Geodetic Survey in 1992..
 GQ0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0489.rate of 0.0 thru 1.0 mm/km.
 GQ0489
 GQ0489.The geoid height was determined by GEOID03.
 GQ0489
 GQ0489.The dynamic height is computed by dividing the NAVD 88
 GQ0489.geopotential number by the normal gravity value computed on the
 GQ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0489.degrees latitude (g = 980.6199 gals.).
 GQ0489
 GQ0489.The modeled gravity was interpolated from observed gravity values.
 GQ0489
 GQ0489;                    North         East    Units  Estimated Accuracy
 GQ0489;SPC AZ W     -   598,280.      228,560.      MT  (+/- 180 meters Scaled)
 GQ0489
 GQ0489                          SUPERSEDED SURVEY CONTROL
 GQ0489
 GQ0489.No superseded survey control is available for this station.
 GQ0489
 GQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF685307(NAD 83)
 GQ0489_MARKER: DB = BENCH MARK DISK
 GQ0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0489_SP_SET: COPPER-CLAD STEEL ROD
 GQ0489_STAMPING: 160 DOR 1970 5805
 GQ0489_MARK LOGO: USGS  
 GQ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0489
 GQ0489  HISTORY     - Date     Condition        Report By
 GQ0489  HISTORY     - 1970     MONUMENTED       USGS
 GQ0489
 GQ0489                          STATION DESCRIPTION
 GQ0489
 GQ0489'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0489'102.7 KM (63.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0489'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0489'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0489'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0489'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 17.9 MILES SOUTHWEST TO A
 GQ0489'T-ROAD LEADING SOUTHEAST TO GRASSY MOUNTAIN, 40 FEET NORTHWEST OF THE
 GQ0489'ROAD.  ROD DEPTH UNKNOWN.
 GQ0489'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0489'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0602 ***********************************************************************
 DU0602  DESIGNATION -  1600.56
 DU0602  PID         -  DU0602
 DU0602  STATE/COUNTY-  AZ/MARICOPA
 DU0602  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0602
 DU0602                         *CURRENT SURVEY CONTROL
 DU0602  ___________________________________________________________________
 DU0602* NAD 83(1986)-  33 24 54.     (N)    111 36 01.     (W)     SCALED    
 DU0602* NAVD 88     -       488.63   (+/-2cm)    1603.1    (feet)  VERTCON   
 DU0602  ___________________________________________________________________
 DU0602  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0602
 DU0602  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0602
 DU0602.The horizontal coordinates were scaled from a topographic map and have
 DU0602.an estimated accuracy of +/- 6 seconds.
 DU0602
 DU0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0602.The vertical order pertains to the NGVD 29 superseded value.
 DU0602
 DU0602.The geoid height was determined by GEOID03.
 DU0602
 DU0602;                    North         East    Units  Estimated Accuracy
 DU0602;SPC AZ C     -   267,820.      242,790.      MT  (+/- 180 meters Scaled)
 DU0602
 DU0602                          SUPERSEDED SURVEY CONTROL
 DU0602
 DU0602  NGVD 29 (??/??/92)  488.058  (m)         1601.24   (f) ADJ UNCH    1 2
 DU0602
 DU0602.Superseded values are not recommended for survey control.
 DU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0602.See file dsdata.txt to determine how the superseded data were derived.
 DU0602
 DU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441974(NAD 83)
 DU0602_MARKER: DD = SURVEY DISK
 DU0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0602_STAMPING: 1600.56 686.71
 DU0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0602+STABILITY: SURFACE MOTION
 DU0602
 DU0602  HISTORY     - Date     Condition        Report By
 DU0602  HISTORY     - UNK      MONUMENTED       AZHD
 DU0602  HISTORY     - 1948     GOOD             NGS
 DU0602  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0602
 DU0602                          STATION DESCRIPTION
 DU0602
 DU0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0602'2.8 MI W FROM APACHE JUNCTION.
 DU0602'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0602'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39.6 FEET SOUTHWEST
 DU0602'OF MILEPOST NO. 193, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DU0602'INCHES.
 DU0602
 DU0602                          STATION RECOVERY (1981)
 DU0602
 DU0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0602'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0601 ***********************************************************************
 DU0601  DESIGNATION -  1601.52
 DU0601  PID         -  DU0601
 DU0601  STATE/COUNTY-  AZ/MARICOPA
 DU0601  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0601
 DU0601                         *CURRENT SURVEY CONTROL
 DU0601  ___________________________________________________________________
 DU0601* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0601* NAVD 88     -       488.93   (+/-2cm)    1604.1    (feet)  VERTCON   
 DU0601  ___________________________________________________________________
 DU0601  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0601
 DU0601  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0601
 DU0601.The horizontal coordinates were scaled from a topographic map and have
 DU0601.an estimated accuracy of +/- 6 seconds.
 DU0601
 DU0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0601.The vertical order pertains to the NGVD 29 superseded value.
 DU0601
 DU0601.The geoid height was determined by GEOID03.
 DU0601
 DU0601;                    North         East    Units  Estimated Accuracy
 DU0601;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0601
 DU0601                          SUPERSEDED SURVEY CONTROL
 DU0601
 DU0601  NGVD 29 (??/??/92)  488.354  (m)         1602.21   (f) ADJ UNCH    1 2
 DU0601
 DU0601.Superseded values are not recommended for survey control.
 DU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0601.See file dsdata.txt to determine how the superseded data were derived.
 DU0601
 DU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0601_MARKER: DD = SURVEY DISK
 DU0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0601_STAMPING: 1601.52 686.71
 DU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0601+STABILITY: SURFACE MOTION
 DU0601
 DU0601  HISTORY     - Date     Condition        Report By
 DU0601  HISTORY     - UNK      MONUMENTED       AZHD
 DU0601  HISTORY     - 1948     GOOD             NGS
 DU0601  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0601
 DU0601                          STATION DESCRIPTION
 DU0601
 DU0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0601'2.8 MI W FROM APACHE JUNCTION.
 DU0601'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0601'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET EAST OF A
 DU0601'DIM TRACK ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST
 DU0601'PROJECTING 5 INCHES.
 DU0601
 DU0601                          STATION RECOVERY (1981)
 DU0601
 DU0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0601'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0603 ***********************************************************************
 DU0603  DESIGNATION -  1601.74
 DU0603  PID         -  DU0603
 DU0603  STATE/COUNTY-  AZ/MARICOPA
 DU0603  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0603
 DU0603                         *CURRENT SURVEY CONTROL
 DU0603  ___________________________________________________________________
 DU0603* NAD 83(1986)-  33 24 54.     (N)    111 36 01.     (W)     SCALED    
 DU0603* NAVD 88     -       488.99   (+/-2cm)    1604.3    (feet)  VERTCON   
 DU0603  ___________________________________________________________________
 DU0603  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0603
 DU0603  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0603
 DU0603.The horizontal coordinates were scaled from a topographic map and have
 DU0603.an estimated accuracy of +/- 6 seconds.
 DU0603
 DU0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0603.The vertical order pertains to the NGVD 29 superseded value.
 DU0603
 DU0603.The geoid height was determined by GEOID03.
 DU0603
 DU0603;                    North         East    Units  Estimated Accuracy
 DU0603;SPC AZ C     -   267,820.      242,790.      MT  (+/- 180 meters Scaled)
 DU0603
 DU0603                          SUPERSEDED SURVEY CONTROL
 DU0603
 DU0603  NGVD 29 (??/??/92)  488.421  (m)         1602.43   (f) ADJ UNCH    1 2
 DU0603
 DU0603.Superseded values are not recommended for survey control.
 DU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0603.See file dsdata.txt to determine how the superseded data were derived.
 DU0603
 DU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441974(NAD 83)
 DU0603_MARKER: DD = SURVEY DISK
 DU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0603_STAMPING: 1601.74 686.71
 DU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0603+STABILITY: SURFACE MOTION
 DU0603
 DU0603  HISTORY     - Date     Condition        Report By
 DU0603  HISTORY     - UNK      MONUMENTED       AZHD
 DU0603  HISTORY     - 1948     GOOD             NGS
 DU0603  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0603
 DU0603                          STATION DESCRIPTION
 DU0603
 DU0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0603'2.8 MI W FROM APACHE JUNCTION.
 DU0603'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0603'AT MILEPOST NO. 193, 53.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0603'45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0603'CONCRETE POST PROJECTING 4 INCHES.
 DU0603
 DU0603                          STATION RECOVERY (1981)
 DU0603
 DU0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0603'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0600 ***********************************************************************
 DU0600  DESIGNATION -  1601.88
 DU0600  PID         -  DU0600
 DU0600  STATE/COUNTY-  AZ/MARICOPA
 DU0600  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0600
 DU0600                         *CURRENT SURVEY CONTROL
 DU0600  ___________________________________________________________________
 DU0600* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0600* NAVD 88     -       489.04   (+/-2cm)    1604.5    (feet)  VERTCON   
 DU0600  ___________________________________________________________________
 DU0600  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0600
 DU0600  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0600
 DU0600.The horizontal coordinates were scaled from a topographic map and have
 DU0600.an estimated accuracy of +/- 6 seconds.
 DU0600
 DU0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0600.The vertical order pertains to the NGVD 29 superseded value.
 DU0600
 DU0600.The geoid height was determined by GEOID03.
 DU0600
 DU0600;                    North         East    Units  Estimated Accuracy
 DU0600;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0600
 DU0600                          SUPERSEDED SURVEY CONTROL
 DU0600
 DU0600  NGVD 29 (??/??/92)  488.466  (m)         1602.58   (f) ADJ UNCH    1 2
 DU0600
 DU0600.Superseded values are not recommended for survey control.
 DU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0600.See file dsdata.txt to determine how the superseded data were derived.
 DU0600
 DU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0600_MARKER: DD = SURVEY DISK
 DU0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0600_SP_SET: ABUTMENT
 DU0600_STAMPING: 1601.88 686.95
 DU0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0600
 DU0600  HISTORY     - Date     Condition        Report By
 DU0600  HISTORY     - UNK      MONUMENTED       AZHD
 DU0600  HISTORY     - 1948     GOOD             NGS
 DU0600  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0600
 DU0600                          STATION DESCRIPTION
 DU0600
 DU0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0600'2.8 MI W FROM APACHE JUNCTION.
 DU0600'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0600'AT MILEPOST NO. 193, 20.7 FEET NORTH OF THE CENTER LINE OF THE
 DU0600'HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT
 DU0600'OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0600
 DU0600                          STATION RECOVERY (1981)
 DU0600
 DU0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0600'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0599 ***********************************************************************
 DU0599  DESIGNATION -  1602.47
 DU0599  PID         -  DU0599
 DU0599  STATE/COUNTY-  AZ/MARICOPA
 DU0599  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0599
 DU0599                         *CURRENT SURVEY CONTROL
 DU0599  ___________________________________________________________________
 DU0599* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0599* NAVD 88     -       489.22   (+/-2cm)    1605.0    (feet)  VERTCON   
 DU0599  ___________________________________________________________________
 DU0599  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0599
 DU0599  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0599
 DU0599.The horizontal coordinates were scaled from a topographic map and have
 DU0599.an estimated accuracy of +/- 6 seconds.
 DU0599
 DU0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0599.The vertical order pertains to the NGVD 29 superseded value.
 DU0599
 DU0599.The geoid height was determined by GEOID03.
 DU0599
 DU0599;                    North         East    Units  Estimated Accuracy
 DU0599;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0599
 DU0599                          SUPERSEDED SURVEY CONTROL
 DU0599
 DU0599  NGVD 29 (??/??/92)  488.644  (m)         1603.16   (f) ADJ UNCH    1 2
 DU0599
 DU0599.Superseded values are not recommended for survey control.
 DU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0599.See file dsdata.txt to determine how the superseded data were derived.
 DU0599
 DU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0599_MARKER: DD = SURVEY DISK
 DU0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0599_STAMPING: 1602.47 686.71
 DU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0599+STABILITY: SURFACE MOTION
 DU0599
 DU0599  HISTORY     - Date     Condition        Report By
 DU0599  HISTORY     - UNK      MONUMENTED       AZHD
 DU0599  HISTORY     - 1948     GOOD             NGS
 DU0599  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0599
 DU0599                          STATION DESCRIPTION
 DU0599
 DU0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0599'2.8 MI W FROM APACHE JUNCTION.
 DU0599'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0599'45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET EAST OF
 DU0599'THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A CONCRETE POST
 DU0599'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0599
 DU0599                          STATION RECOVERY (1981)
 DU0599
 DU0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0599'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1607 ***********************************************************************
 CZ1607  DESIGNATION -  1603.27
 CZ1607  PID         -  CZ1607
 CZ1607  STATE/COUNTY-  AZ/PINAL
 CZ1607  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1607
 CZ1607                         *CURRENT SURVEY CONTROL
 CZ1607  ___________________________________________________________________
 CZ1607* NAD 83(1986)-  32 43 27.     (N)    111 31 05.     (W)     SCALED    
 CZ1607* NAVD 88     -       486.87   (+/-2cm)    1597.3    (feet)  VERTCON   
 CZ1607  ___________________________________________________________________
 CZ1607  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1607
 CZ1607  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1607
 CZ1607.The horizontal coordinates were scaled from a topographic map and have
 CZ1607.an estimated accuracy of +/- 6 seconds.
 CZ1607
 CZ1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1607.The vertical order pertains to the NGVD 29 superseded value.
 CZ1607
 CZ1607.The geoid height was determined by GEOID03.
 CZ1607
 CZ1607;                    North         East    Units  Estimated Accuracy
 CZ1607;SPC AZ C     -   191,230.      250,720.      MT  (+/- 180 meters Scaled)
 CZ1607
 CZ1607                          SUPERSEDED SURVEY CONTROL
 CZ1607
 CZ1607  NGVD 29 (??/??/92)  486.316  (m)         1595.52   (f) ADJ UNCH    1 2
 CZ1607
 CZ1607.Superseded values are not recommended for survey control.
 CZ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1607.See file dsdata.txt to determine how the superseded data were derived.
 CZ1607
 CZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514208(NAD 83)
 CZ1607_MARKER: DD = SURVEY DISK
 CZ1607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1607_SP_SET: CURBING
 CZ1607_STAMPING: 1603.27
 CZ1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1607
 CZ1607  HISTORY     - Date     Condition        Report By
 CZ1607  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1607  HISTORY     - 1975     GOOD             AZDT
 CZ1607
 CZ1607                          STATION DESCRIPTION
 CZ1607
 CZ1607'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1607'2.75 MI SE FROM ELOY.
 CZ1607'FROM MILEPOST 211, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1607'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1607'EAST BOUND LANE AND THE RAMP LEADING TO THE STATE 84 AND 87 UNDERPASS.
 CZ1607'80 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP, SET IN A CONCRETE
 CZ1607'CURBING.  NOTE-- TAKE OFF POINT IS EAST UNDERPASS.  1.8 MI NW OF
 CZ1607'PICACHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0598 ***********************************************************************
 DU0598  DESIGNATION -  1606.89
 DU0598  PID         -  DU0598
 DU0598  STATE/COUNTY-  AZ/MARICOPA
 DU0598  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0598
 DU0598                         *CURRENT SURVEY CONTROL
 DU0598  ___________________________________________________________________
 DU0598* NAD 83(1986)-  33 24 54.     (N)    111 35 43.     (W)     SCALED    
 DU0598* NAVD 88     -       490.56   (+/-2cm)    1609.4    (feet)  VERTCON   
 DU0598  ___________________________________________________________________
 DU0598  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0598
 DU0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0598
 DU0598.The horizontal coordinates were scaled from a topographic map and have
 DU0598.an estimated accuracy of +/- 6 seconds.
 DU0598
 DU0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0598.The vertical order pertains to the NGVD 29 superseded value.
 DU0598
 DU0598.The geoid height was determined by GEOID03.
 DU0598
 DU0598;                    North         East    Units  Estimated Accuracy
 DU0598;SPC AZ C     -   267,820.      243,250.      MT  (+/- 180 meters Scaled)
 DU0598
 DU0598                          SUPERSEDED SURVEY CONTROL
 DU0598
 DU0598  NGVD 29 (??/??/92)  489.986  (m)         1607.56   (f) ADJ UNCH    1 2
 DU0598
 DU0598.Superseded values are not recommended for survey control.
 DU0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0598.See file dsdata.txt to determine how the superseded data were derived.
 DU0598
 DU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB446974(NAD 83)
 DU0598_MARKER: DD = SURVEY DISK
 DU0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0598_SP_SET: ABUTMENT
 DU0598_STAMPING: 1606.89
 DU0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0598
 DU0598  HISTORY     - Date     Condition        Report By
 DU0598  HISTORY     - UNK      MONUMENTED       AZHD
 DU0598  HISTORY     - 1948     GOOD             NGS
 DU0598  HISTORY     - 1981     GOOD             NGS
 DU0598
 DU0598                          STATION DESCRIPTION
 DU0598
 DU0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0598'2.7 MI W FROM APACHE JUNCTION.
 DU0598'ABOUT 2.7 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0598'20.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0598'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0598'AND ABOUT 2 FEET BELOW THE HIGHWAY.
 DU0598
 DU0598                          STATION RECOVERY (1981)
 DU0598
 DU0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0598'4.4 KILOMETERS (2.75 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0598'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0598'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0598'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0598'EAST OF SIGNAL BUTTE ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0598'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0598'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0490 ***********************************************************************
 GQ0490  DESIGNATION -  161 DOR
 GQ0490  PID         -  GQ0490
 GQ0490  STATE/COUNTY-  AZ/MOHAVE
 GQ0490  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0490
 GQ0490                         *CURRENT SURVEY CONTROL
 GQ0490  ___________________________________________________________________
 GQ0490* NAD 83(1986)-  36 23 20.     (N)    113 35 47.     (W)     SCALED    
 GQ0490* NAVD 88     -      1780.971  (meters)    5843.07   (feet)  POSTED    
 GQ0490  ___________________________________________________________________
 GQ0490  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 GQ0490  DYNAMIC HT  -        1778.810 (meters)    5835.98  (feet)  COMP
 GQ0490  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 GQ0490
 GQ0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0490
 GQ0490.The horizontal coordinates were scaled from a topographic map and have
 GQ0490.an estimated accuracy of +/- 6 seconds.
 GQ0490
 GQ0490.The orthometric height was determined by differential leveling
 GQ0490.and adjusted by the National Geodetic Survey in 1992..
 GQ0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0490.rate of 0.0 thru 1.0 mm/km.
 GQ0490
 GQ0490.The geoid height was determined by GEOID03.
 GQ0490
 GQ0490.The dynamic height is computed by dividing the NAVD 88
 GQ0490.geopotential number by the normal gravity value computed on the
 GQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0490.degrees latitude (g = 980.6199 gals.).
 GQ0490
 GQ0490.The modeled gravity was interpolated from observed gravity values.
 GQ0490
 GQ0490;                    North         East    Units  Estimated Accuracy
 GQ0490;SPC AZ W     -   597,690.      227,140.      MT  (+/- 180 meters Scaled)
 GQ0490
 GQ0490                          SUPERSEDED SURVEY CONTROL
 GQ0490
 GQ0490.No superseded survey control is available for this station.
 GQ0490
 GQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF671302(NAD 83)
 GQ0490_MARKER: DB = BENCH MARK DISK
 GQ0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0490_SP_SET: COPPER-CLAD STEEL ROD
 GQ0490_STAMPING: 161 DOR 1970 5840
 GQ0490_MARK LOGO: USGS  
 GQ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0490
 GQ0490  HISTORY     - Date     Condition        Report By
 GQ0490  HISTORY     - 1970     MONUMENTED       USGS
 GQ0490
 GQ0490                          STATION DESCRIPTION
 GQ0490
 GQ0490'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0490'104.3 KM (64.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0490'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0490'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0490'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0490'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 18.9 MILES SOUTHWEST, 0.2
 GQ0490'MILES SOUTHWEST OF A BLM CADASTRAL SURVEY BRASS CAP STAMPED T35N R12W
 GQ0490'1/4 S32 S33 1969, 24 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0490'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0490'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1057 ***********************************************************************
 CZ1057  DESIGNATION -  1610
 CZ1057  PID         -  CZ1057
 CZ1057  STATE/COUNTY-  AZ/PINAL
 CZ1057  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1057
 CZ1057                         *CURRENT SURVEY CONTROL
 CZ1057  ___________________________________________________________________
 CZ1057* NAD 83(1986)-  32 43 12.     (N)    111 30 14.     (W)     SCALED    
 CZ1057* NAVD 88     -       491.31   (+/-2cm)    1611.9    (feet)  VERTCON   
 CZ1057  ___________________________________________________________________
 CZ1057  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ1057
 CZ1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1057
 CZ1057.The horizontal coordinates were scaled from a topographic map and have
 CZ1057.an estimated accuracy of +/- 6 seconds.
 CZ1057
 CZ1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1057.The vertical order pertains to the NGVD 29 superseded value.
 CZ1057
 CZ1057.The geoid height was determined by GEOID03.
 CZ1057
 CZ1057;                    North         East    Units  Estimated Accuracy
 CZ1057;SPC AZ C     -   190,780.      252,050.      MT  (+/- 180 meters Scaled)
 CZ1057
 CZ1057                          SUPERSEDED SURVEY CONTROL
 CZ1057
 CZ1057  NGVD 29 (??/??/92)  490.757  (m)         1610.09   (f) ADJ UNCH    2 0
 CZ1057
 CZ1057.Superseded values are not recommended for survey control.
 CZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1057.See file dsdata.txt to determine how the superseded data were derived.
 CZ1057
 CZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB527203(NAD 83)
 CZ1057_MARKER: DD = SURVEY DISK
 CZ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1057_STAMPING: 1610 1922
 CZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1057+STABILITY: SURFACE MOTION
 CZ1057
 CZ1057  HISTORY     - Date     Condition        Report By
 CZ1057  HISTORY     - 1922     MONUMENTED       USGS
 CZ1057  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ1057
 CZ1057                          STATION DESCRIPTION
 CZ1057
 CZ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1057'IN PICACHO.
 CZ1057'AT PICACHO, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 0.3
 CZ1057'MILE EAST OF THE STATION, 10 FEET WEST OF MILEPOST 937, AND 45 FEET
 CZ1057'NORTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CZ1057'SURVEY STANDARD DISK, STAMPED 1610 1922 AND SET IN THE TOP OF A
 CZ1057'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0444 ***********************************************************************
 CZ0444  DESIGNATION -  1611+63.4
 CZ0444  PID         -  CZ0444
 CZ0444  STATE/COUNTY-  AZ/PINAL
 CZ0444  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0444
 CZ0444                         *CURRENT SURVEY CONTROL
 CZ0444  ___________________________________________________________________
 CZ0444* NAD 83(1986)-  32 40 36.     (N)    111 04 07.     (W)     SCALED    
 CZ0444* NAVD 88     -       913.51   (+/-2cm)    2997.1    (feet)  VERTCON   
 CZ0444  ___________________________________________________________________
 CZ0444  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CZ0444
 CZ0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0444
 CZ0444.The horizontal coordinates were scaled from a topographic map and have
 CZ0444.an estimated accuracy of +/- 6 seconds.
 CZ0444
 CZ0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0444.The vertical order pertains to the NGVD 29 superseded value.
 CZ0444
 CZ0444.The geoid height was determined by GEOID03.
 CZ0444
 CZ0444;                    North         East    Units  Estimated Accuracy
 CZ0444;SPC AZ C     -   186,220.      292,900.      MT  (+/- 180 meters Scaled)
 CZ0444
 CZ0444                          SUPERSEDED SURVEY CONTROL
 CZ0444
 CZ0444  NGVD 29 (??/??/92)  912.868  (m)         2994.97   (f) ADJ UNCH    2 0
 CZ0444
 CZ0444.Superseded values are not recommended for survey control.
 CZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0444.See file dsdata.txt to determine how the superseded data were derived.
 CZ0444
 CZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB935154(NAD 83)
 CZ0444_MARKER: DD = SURVEY DISK
 CZ0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0444_SP_SET: BRIDGE
 CZ0444_STAMPING: 1611+63.4 2994.79
 CZ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0444
 CZ0444  HISTORY     - Date     Condition        Report By
 CZ0444  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0444  HISTORY     - 1962     GOOD             NGS
 CZ0444
 CZ0444                          STATION DESCRIPTION
 CZ0444
 CZ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0444'11.25 MI NW FROM ORACLE JUNCTION.
 CZ0444'11.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0444'JUNCTION, 15.4 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 12.3 FEET
 CZ0444'SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, A STANDARD DISK SET IN A
 CZ0444'DRILL HOLE IN THE EAST CONCRETE HEADWALL OF THE BRIDGE OVER FORMAN
 CZ0444'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0596 ***********************************************************************
 DU0596  DESIGNATION -  1612.85
 DU0596  PID         -  DU0596
 DU0596  STATE/COUNTY-  AZ/MARICOPA
 DU0596  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0596
 DU0596                         *CURRENT SURVEY CONTROL
 DU0596  ___________________________________________________________________
 DU0596* NAD 83(1986)-  33 24 54.     (N)    111 35 29.     (W)     SCALED    
 DU0596* NAVD 88     -       492.365  (meters)    1615.37   (feet)  ADJUSTED  
 DU0596  ___________________________________________________________________
 DU0596  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0596  DYNAMIC HT  -         491.771 (meters)    1613.42  (feet)  COMP
 DU0596  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 DU0596
 DU0596  VERT ORDER  -  FIRST     CLASS II
 DU0596
 DU0596.The horizontal coordinates were scaled from a topographic map and have
 DU0596.an estimated accuracy of +/- 6 seconds.
 DU0596
 DU0596.The orthometric height was determined by differential leveling
 DU0596.and adjusted by the National Geodetic Survey in June 1991..
 DU0596
 DU0596.The geoid height was determined by GEOID03.
 DU0596
 DU0596.The dynamic height is computed by dividing the NAVD 88
 DU0596.geopotential number by the normal gravity value computed on the
 DU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0596.degrees latitude (g = 980.6199 gals.).
 DU0596
 DU0596.The modeled gravity was interpolated from observed gravity values.
 DU0596
 DU0596;                    North         East    Units  Estimated Accuracy
 DU0596;SPC AZ C     -   267,820.      243,610.      MT  (+/- 180 meters Scaled)
 DU0596
 DU0596                          SUPERSEDED SURVEY CONTROL
 DU0596
 DU0596  NGVD 29 (??/??/92)  491.798  (m)         1613.51   (f) ADJ UNCH    1 2
 DU0596
 DU0596.Superseded values are not recommended for survey control.
 DU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0596.See file dsdata.txt to determine how the superseded data were derived.
 DU0596
 DU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB450974(NAD 83)
 DU0596_MARKER: DD = SURVEY DISK
 DU0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0596_SP_SET: ABUTMENT
 DU0596_STAMPING: 1612.85 706.50
 DU0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0596
 DU0596  HISTORY     - Date     Condition        Report By
 DU0596  HISTORY     - UNK      MONUMENTED       AZHD
 DU0596  HISTORY     - 1948     GOOD             NGS
 DU0596  HISTORY     - 1981     GOOD             NGS
 DU0596
 DU0596                          STATION DESCRIPTION
 DU0596
 DU0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0596'2.4 MI W FROM APACHE JUNCTION.
 DU0596'ABOUT 2.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0596'22.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0596'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0596'AND ABOUT 2 FEET BELOW THE HIGHWAY.
 DU0596
 DU0596                          STATION RECOVERY (1981)
 DU0596
 DU0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0596'4.0 KILOMETERS (2.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0596'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0596'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0596'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0596'WEST OF MOUNTAIN ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0596'CENTERLINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY.
 DU0596'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0595 ***********************************************************************
 DU0595  DESIGNATION -  1615.63
 DU0595  PID         -  DU0595
 DU0595  STATE/COUNTY-  AZ/MARICOPA
 DU0595  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0595
 DU0595                         *CURRENT SURVEY CONTROL
 DU0595  ___________________________________________________________________
 DU0595* NAD 83(1986)-  33 24 55.     (N)    111 35 25.     (W)     SCALED    
 DU0595* NAVD 88     -       493.21   (+/-2cm)    1618.1    (feet)  VERTCON   
 DU0595  ___________________________________________________________________
 DU0595  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0595
 DU0595  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0595
 DU0595.The horizontal coordinates were scaled from a topographic map and have
 DU0595.an estimated accuracy of +/- 6 seconds.
 DU0595
 DU0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0595.The vertical order pertains to the NGVD 29 superseded value.
 DU0595
 DU0595.The geoid height was determined by GEOID03.
 DU0595
 DU0595;                    North         East    Units  Estimated Accuracy
 DU0595;SPC AZ C     -   267,850.      243,720.      MT  (+/- 180 meters Scaled)
 DU0595
 DU0595                          SUPERSEDED SURVEY CONTROL
 DU0595
 DU0595  NGVD 29 (??/??/92)  492.645  (m)         1616.29   (f) ADJ UNCH    1 2
 DU0595
 DU0595.Superseded values are not recommended for survey control.
 DU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0595.See file dsdata.txt to determine how the superseded data were derived.
 DU0595
 DU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB451974(NAD 83)
 DU0595_MARKER: DD = SURVEY DISK
 DU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0595_STAMPING: 1615.63 713.16
 DU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0595+STABILITY: SURFACE MOTION
 DU0595
 DU0595  HISTORY     - Date     Condition        Report By
 DU0595  HISTORY     - UNK      MONUMENTED       AZHD
 DU0595  HISTORY     - 1948     GOOD             NGS
 DU0595  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0595
 DU0595                          STATION DESCRIPTION
 DU0595
 DU0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0595'2.3 MI W FROM APACHE JUNCTION.
 DU0595'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0595'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET WEST OF
 DU0595'THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 7.5 FEET NORTH OF A WIRE
 DU0595'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0595
 DU0595                          STATION RECOVERY (1981)
 DU0595
 DU0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0595'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0594 ***********************************************************************
 DU0594  DESIGNATION -  1616.04
 DU0594  PID         -  DU0594
 DU0594  STATE/COUNTY-  AZ/MARICOPA
 DU0594  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0594
 DU0594                         *CURRENT SURVEY CONTROL
 DU0594  ___________________________________________________________________
 DU0594* NAD 83(1986)-  33 24 55.     (N)    111 35 25.     (W)     SCALED    
 DU0594* NAVD 88     -       493.34   (+/-2cm)    1618.6    (feet)  VERTCON   
 DU0594  ___________________________________________________________________
 DU0594  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0594
 DU0594  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0594
 DU0594.The horizontal coordinates were scaled from a topographic map and have
 DU0594.an estimated accuracy of +/- 6 seconds.
 DU0594
 DU0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0594.The vertical order pertains to the NGVD 29 superseded value.
 DU0594
 DU0594.The geoid height was determined by GEOID03.
 DU0594
 DU0594;                    North         East    Units  Estimated Accuracy
 DU0594;SPC AZ C     -   267,850.      243,720.      MT  (+/- 180 meters Scaled)
 DU0594
 DU0594                          SUPERSEDED SURVEY CONTROL
 DU0594
 DU0594  NGVD 29 (??/??/92)  492.769  (m)         1616.69   (f) ADJ UNCH    1 2
 DU0594
 DU0594.Superseded values are not recommended for survey control.
 DU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0594.See file dsdata.txt to determine how the superseded data were derived.
 DU0594
 DU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB451974(NAD 83)
 DU0594_MARKER: DD = SURVEY DISK
 DU0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0594_STAMPING: 1616.04 713.16
 DU0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0594+STABILITY: SURFACE MOTION
 DU0594
 DU0594  HISTORY     - Date     Condition        Report By
 DU0594  HISTORY     - UNK      MONUMENTED       AZHD
 DU0594  HISTORY     - 1948     GOOD             NGS
 DU0594  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0594
 DU0594                          STATION DESCRIPTION
 DU0594
 DU0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0594'2.3 MI W FROM APACHE JUNCTION.
 DU0594'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0594'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0594'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FEET LOWER THAN THE
 DU0594'HIGHWAY.
 DU0594
 DU0594                          STATION RECOVERY (1981)
 DU0594
 DU0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0594'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0593 ***********************************************************************
 DU0593  DESIGNATION -  1617.70
 DU0593  PID         -  DU0593
 DU0593  STATE/COUNTY-  AZ/MARICOPA
 DU0593  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0593
 DU0593                         *CURRENT SURVEY CONTROL
 DU0593  ___________________________________________________________________
 DU0593* NAD 83(1986)-  33 24 54.     (N)    111 35 18.     (W)     SCALED    
 DU0593* NAVD 88     -       493.850  (meters)    1620.24   (feet)  ADJUSTED  
 DU0593  ___________________________________________________________________
 DU0593  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0593  DYNAMIC HT  -         493.253 (meters)    1618.28  (feet)  COMP
 DU0593  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 DU0593
 DU0593  VERT ORDER  -  FIRST     CLASS II
 DU0593
 DU0593.The horizontal coordinates were scaled from a topographic map and have
 DU0593.an estimated accuracy of +/- 6 seconds.
 DU0593
 DU0593.The orthometric height was determined by differential leveling
 DU0593.and adjusted by the National Geodetic Survey in June 1991..
 DU0593
 DU0593.The geoid height was determined by GEOID03.
 DU0593
 DU0593.The dynamic height is computed by dividing the NAVD 88
 DU0593.geopotential number by the normal gravity value computed on the
 DU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0593.degrees latitude (g = 980.6199 gals.).
 DU0593
 DU0593.The modeled gravity was interpolated from observed gravity values.
 DU0593
 DU0593;                    North         East    Units  Estimated Accuracy
 DU0593;SPC AZ C     -   267,820.      243,900.      MT  (+/- 180 meters Scaled)
 DU0593
 DU0593                          SUPERSEDED SURVEY CONTROL
 DU0593
 DU0593  NGVD 29 (??/??/92)  493.277  (m)         1618.36   (f) ADJ UNCH    1 2
 DU0593
 DU0593.Superseded values are not recommended for survey control.
 DU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0593.See file dsdata.txt to determine how the superseded data were derived.
 DU0593
 DU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452974(NAD 83)
 DU0593_MARKER: DD = SURVEY DISK
 DU0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0593_SP_SET: ABUTMENT
 DU0593_STAMPING: 1617.70 715.00
 DU0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0593+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 DU0593
 DU0593  HISTORY     - Date     Condition        Report By
 DU0593  HISTORY     - UNK      MONUMENTED       AZHD
 DU0593  HISTORY     - 1948     GOOD             NGS
 DU0593  HISTORY     - 1981     GOOD             NGS
 DU0593  HISTORY     - 20021115 GOOD             MCDOT
 DU0593
 DU0593                          STATION DESCRIPTION
 DU0593
 DU0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0593'2.3 MI W FROM APACHE JUNCTION.
 DU0593'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0593'21.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ST ON TOP AND AT
 DU0593'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0593'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0593
 DU0593                          STATION RECOVERY (1981)
 DU0593
 DU0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0593'3.8 KILOMETERS (2.35 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0593'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0593'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0593'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 5.0 METERS (16.5 FEET) NORTH
 DU0593'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES AND
 DU0593'52.4 METERS (172.0 FEET) EAST OF THE CENTERLINE OF MOUNTAIN ROAD.
 DU0593'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0593
 DU0593                          STATION RECOVERY (2002)
 DU0593
 DU0593'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0593'USING RTK GPS AND THE GDACS VERTICAL ADJUSTMENT WE MISSING THE
 DU0593'PUBLISHED ELEVATION BY 0.18 FT. THE GRS80 LATITUDE 33 24 54.50269 N
 DU0593'AND LONGITUDE IS 111 35 19.48091W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1314 ***********************************************************************
 DW1314  DESIGNATION -  1618.01
 DW1314  PID         -  DW1314
 DW1314  STATE/COUNTY-  AZ/LA PAZ
 DW1314  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1314
 DW1314                         *CURRENT SURVEY CONTROL
 DW1314  ___________________________________________________________________
 DW1314* NAD 83(1986)-  33 39 49.     (N)    114 01 29.     (W)     SCALED    
 DW1314* NAVD 88     -       493.967  (meters)    1620.62   (feet)  ADJUSTED  
 DW1314  ___________________________________________________________________
 DW1314  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW1314  DYNAMIC HT  -         493.395 (meters)    1618.75  (feet)  COMP
 DW1314  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DW1314
 DW1314  VERT ORDER  -  FIRST     CLASS II
 DW1314
 DW1314.The horizontal coordinates were scaled from a topographic map and have
 DW1314.an estimated accuracy of +/- 6 seconds.
 DW1314
 DW1314.The orthometric height was determined by differential leveling
 DW1314.and adjusted by the National Geodetic Survey in June 1991..
 DW1314
 DW1314.The geoid height was determined by GEOID03.
 DW1314
 DW1314.The dynamic height is computed by dividing the NAVD 88
 DW1314.geopotential number by the normal gravity value computed on the
 DW1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1314.degrees latitude (g = 980.6199 gals.).
 DW1314
 DW1314.The modeled gravity was interpolated from observed gravity values.
 DW1314
 DW1314;                    North         East    Units  Estimated Accuracy
 DW1314;SPC AZ W     -   295,390.      187,880.      MT  (+/- 180 meters Scaled)
 DW1314
 DW1314                          SUPERSEDED SURVEY CONTROL
 DW1314
 DW1314.No superseded survey control is available for this station.
 DW1314
 DW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT758288(NAD 83)
 DW1314_MARKER: DB = BENCH MARK DISK
 DW1314_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DW1314_SP_SET: BRIDGE HEADWALL
 DW1314_STAMPING: ELEV 1681.01 1596+00 73
 DW1314_MARK LOGO: AZHD  
 DW1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1314
 DW1314  HISTORY     - Date     Condition        Report By
 DW1314  HISTORY     - 1973     MONUMENTED       AZHD
 DW1314  HISTORY     - 1981     GOOD             NGS
 DW1314
 DW1314                          STATION DESCRIPTION
 DW1314
 DW1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1314'18.7 KM (11.65 MI) EAST FROM QUARTZSITE.
 DW1314'18.7 KM (11.65 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1314'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.55 KM (0.35 MI) SOUTHEAST OF
 DW1314'HIGHWAY MILEPOST 30, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL
 DW1314'OF A DOUBLE CHANNEL BRIDGE UNDER THE WEST-BOUND LANES OF THE HIGHWAY,
 DW1314'12.8 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST-BOUND
 DW1314'LANES.
 DW1314'THE MARK IS 0.5 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0524 ***********************************************************************
 CZ0524  DESIGNATION -  161+82.7
 CZ0524  PID         -  CZ0524
 CZ0524  STATE/COUNTY-  AZ/PIMA
 CZ0524  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0524
 CZ0524                         *CURRENT SURVEY CONTROL
 CZ0524  ___________________________________________________________________
 CZ0524* NAD 83(1986)-  32 23 26.     (N)    111 07 05.     (W)     SCALED    
 CZ0524* NAVD 88     -       638.951  (meters)    2096.29   (feet)  ADJUSTED  
 CZ0524  ___________________________________________________________________
 CZ0524  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0524  DYNAMIC HT  -         638.099 (meters)    2093.50  (feet)  COMP
 CZ0524  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 CZ0524
 CZ0524  VERT ORDER  -  FIRST     CLASS II
 CZ0524
 CZ0524.The horizontal coordinates were scaled from a topographic map and have
 CZ0524.an estimated accuracy of +/- 6 seconds.
 CZ0524
 CZ0524.The orthometric height was determined by differential leveling
 CZ0524.and adjusted by the National Geodetic Survey in June 1991..
 CZ0524
 CZ0524.The geoid height was determined by GEOID03.
 CZ0524
 CZ0524.The dynamic height is computed by dividing the NAVD 88
 CZ0524.geopotential number by the normal gravity value computed on the
 CZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0524.degrees latitude (g = 980.6199 gals.).
 CZ0524
 CZ0524.The modeled gravity was interpolated from observed gravity values.
 CZ0524
 CZ0524;                    North         East    Units  Estimated Accuracy
 CZ0524;SPC AZ C     -   154,450.      288,500.      MT  (+/- 180 meters Scaled)
 CZ0524
 CZ0524                          SUPERSEDED SURVEY CONTROL
 CZ0524
 CZ0524  NGVD 29 (??/??/92)  638.303  (m)         2094.17   (f) ADJ UNCH    1 2
 CZ0524
 CZ0524.Superseded values are not recommended for survey control.
 CZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0524.See file dsdata.txt to determine how the superseded data were derived.
 CZ0524
 CZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA888837(NAD 83)
 CZ0524_MARKER: DD = SURVEY DISK
 CZ0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0524_SP_SET: CURB
 CZ0524_STAMPING: 2094.57 161+82.7 1930
 CZ0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0524
 CZ0524  HISTORY     - Date     Condition        Report By
 CZ0524  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0524  HISTORY     - 1951     GOOD             NGS
 CZ0524  HISTORY     - 1960     GOOD             NGS
 CZ0524  HISTORY     - 1980     GOOD             NGS
 CZ0524  HISTORY     - 19970309 GOOD             USPSQD
 CZ0524
 CZ0524                          STATION DESCRIPTION
 CZ0524
 CZ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0524'2.5 MI SE FROM RILLITO.
 CZ0524'2.5 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0524'PACIFIC RAILROAD FROM THE RAILROAD STATION AT RILLITO, 3.0 MILES
 CZ0524'NORTHWEST OF THE POST OFFICE AT CORTARO, 6 POLES SOUTHEAST OF MILE
 CZ0524'POLE 969, AT RAILROAD MILEAGE 969.23, IN TOP OF THE APPROXIMATE CENTER
 CZ0524'OF THE NORTHEAST CONCRETE CURBING OF THE HIGHWAY BRIDGE, 58.6 FEET
 CZ0524'SOUTHEAST OF TELEGRAPH POLE E 725, 16 1/2 FEET NORTHEAST OF THE
 CZ0524'CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY IN
 CZ0524'ELEVATION.
 CZ0524
 CZ0524                          STATION RECOVERY (1960)
 CZ0524
 CZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0524'RECOVERED IN GOOD CONDITION.
 CZ0524
 CZ0524                          STATION RECOVERY (1980)
 CZ0524
 CZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0524'23.6 KILOMETERS (14.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0524'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 969.23,
 CZ0524'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A 6-CHANNEL
 CZ0524'BOX CULVERT UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84),
 CZ0524'37.4 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS
 CZ0524'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD AND 10.2 METERS
 CZ0524'(33.5 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0524'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0524
 CZ0524                          STATION RECOVERY (1997)
 CZ0524
 CZ0524'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0074 ***********************************************************************
 CH0074  DESIGNATION -  1618.39
 CH0074  PID         -  CH0074
 CH0074  STATE/COUNTY-  AZ/PIMA
 CH0074  USGS QUAD   -  LUKEVILLE (1988)
 CH0074
 CH0074                         *CURRENT SURVEY CONTROL
 CH0074  ___________________________________________________________________
 CH0074* NAD 83(1986)-  31 56 01.     (N)    112 48 03.     (W)     SCALED    
 CH0074* NAVD 88     -       493.470  (meters)    1618.99   (feet)  ADJUSTED  
 CH0074  ___________________________________________________________________
 CH0074  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CH0074  DYNAMIC HT  -         492.825 (meters)    1616.88  (feet)  COMP
 CH0074  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 CH0074
 CH0074  VERT ORDER  -  FIRST     CLASS II
 CH0074
 CH0074.The horizontal coordinates were scaled from a topographic map and have
 CH0074.an estimated accuracy of +/- 6 seconds.
 CH0074
 CH0074.The orthometric height was determined by differential leveling
 CH0074.and adjusted by the National Geodetic Survey in June 1991..
 CH0074
 CH0074.The geoid height was determined by GEOID03.
 CH0074
 CH0074.The dynamic height is computed by dividing the NAVD 88
 CH0074.geopotential number by the normal gravity value computed on the
 CH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0074.degrees latitude (g = 980.6199 gals.).
 CH0074
 CH0074.The modeled gravity was interpolated from observed gravity values.
 CH0074
 CH0074;                    North         East    Units  Estimated Accuracy
 CH0074;SPC AZ C     -   103,850.      129,760.      MT  (+/- 180 meters Scaled)
 CH0074
 CH0074                          SUPERSEDED SURVEY CONTROL
 CH0074
 CH0074  NGVD 29 (??/??/92)  492.720  (m)         1616.53   (f) ADJ UNCH    1 2
 CH0074
 CH0074.Superseded values are not recommended for survey control.
 CH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0074.See file dsdata.txt to determine how the superseded data were derived.
 CH0074
 CH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA297344(NAD 83)
 CH0074_MARKER: DD = SURVEY DISK
 CH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0074_STAMPING: 204 40.61 1618.39 1A
 CH0074_PROJECTION: PROJECTING 10 CENTIMETERS
 CH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0074+STABILITY: SURFACE MOTION
 CH0074
 CH0074  HISTORY     - Date     Condition        Report By
 CH0074  HISTORY     - UNK      MONUMENTED       USDA
 CH0074  HISTORY     - 1953     GOOD             NGS
 CH0074  HISTORY     - 1981     GOOD             NGS
 CH0074  HISTORY     - 19941110 GOOD             USPSQD
 CH0074  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CH0074
 CH0074                          STATION DESCRIPTION
 CH0074
 CH0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0074'3.9 MI N FROM LUKEVILLE.
 CH0074'3.9 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY, AT THE SOUTH END OF A
 CH0074'TURN IN THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CH0074'1.5 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 CH0074'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CH0074'ABOVE THE GROUND.
 CH0074
 CH0074                          STATION RECOVERY (1981)
 CH0074
 CH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0074'6.05 KM (3.75 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 CH0074'OFFICE IN LUKEVILLE, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST 77,
 CH0074'AT A HIGHWAY TURNOUT, 15.2 M (50.0 FT) NORTHWEST OF THE CENTERLINE
 CH0074'OF THE HIGHWAY, 58.2 M (191 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 CH0074'OF A SERVICE ROAD LEADING SOUTHEAST.
 CH0074'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CH0074'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 CH0074
 CH0074                          STATION RECOVERY (1994)
 CH0074
 CH0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0074'RECOVERED IN GOOD CONDITION.
 CH0074
 CH0074                          STATION RECOVERY (1997)
 CH0074
 CH0074'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0491 ***********************************************************************
 GQ0491  DESIGNATION -  162 DOR
 GQ0491  PID         -  GQ0491
 GQ0491  STATE/COUNTY-  AZ/MOHAVE
 GQ0491  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0491
 GQ0491                         *CURRENT SURVEY CONTROL
 GQ0491  ___________________________________________________________________
 GQ0491* NAD 83(1986)-  36 22 41.     (N)    113 36 18.     (W)     SCALED    
 GQ0491* NAVD 88     -      1810.485  (meters)    5939.90   (feet)  POSTED    
 GQ0491  ___________________________________________________________________
 GQ0491  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 GQ0491  DYNAMIC HT  -        1808.280 (meters)    5932.67  (feet)  COMP
 GQ0491  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 GQ0491
 GQ0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0491
 GQ0491.The horizontal coordinates were scaled from a topographic map and have
 GQ0491.an estimated accuracy of +/- 6 seconds.
 GQ0491
 GQ0491.The orthometric height was determined by differential leveling
 GQ0491.and adjusted by the National Geodetic Survey in 1992..
 GQ0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0491.rate of 0.0 thru 1.0 mm/km.
 GQ0491
 GQ0491.The geoid height was determined by GEOID03.
 GQ0491
 GQ0491.The dynamic height is computed by dividing the NAVD 88
 GQ0491.geopotential number by the normal gravity value computed on the
 GQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0491.degrees latitude (g = 980.6199 gals.).
 GQ0491
 GQ0491.The modeled gravity was interpolated from observed gravity values.
 GQ0491
 GQ0491;                    North         East    Units  Estimated Accuracy
 GQ0491;SPC AZ W     -   596,490.      226,370.      MT  (+/- 180 meters Scaled)
 GQ0491
 GQ0491                          SUPERSEDED SURVEY CONTROL
 GQ0491
 GQ0491.No superseded survey control is available for this station.
 GQ0491
 GQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF663290(NAD 83)
 GQ0491_MARKER: DB = BENCH MARK DISK
 GQ0491_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0491_SP_SET: ROCK OUTCROP
 GQ0491_STAMPING: 162 DOR 1970 5937
 GQ0491_MARK LOGO: USGS  
 GQ0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0491+STABILITY: POSITION/ELEVATION WELL
 GQ0491
 GQ0491  HISTORY     - Date     Condition        Report By
 GQ0491  HISTORY     - 1970     MONUMENTED       USGS
 GQ0491
 GQ0491                          STATION DESCRIPTION
 GQ0491
 GQ0491'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0491'105.9 KM (65.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0491'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0491'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0491'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0491'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 19.9 MILES SOUTHWEST TO THE
 GQ0491'TOP OF A SLIGHT RISE, 0.2 MILES NORTHEAST OF A Y-ROAD JUNCTION
 GQ0491'LEADING EAST.
 GQ0491'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
 GQ0491'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0592 ***********************************************************************
 DU0592  DESIGNATION -  1626.01
 DU0592  PID         -  DU0592
 DU0592  STATE/COUNTY-  AZ/MARICOPA
 DU0592  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0592
 DU0592                         *CURRENT SURVEY CONTROL
 DU0592  ___________________________________________________________________
 DU0592* NAD 83(1986)-  33 24 54.     (N)    111 35 05.     (W)     SCALED    
 DU0592* NAVD 88     -       496.380  (meters)    1628.54   (feet)  ADJUSTED  
 DU0592  ___________________________________________________________________
 DU0592  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0592  DYNAMIC HT  -         495.779 (meters)    1626.57  (feet)  COMP
 DU0592  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 DU0592
 DU0592  VERT ORDER  -  FIRST     CLASS II
 DU0592
 DU0592.The horizontal coordinates were scaled from a topographic map and have
 DU0592.an estimated accuracy of +/- 6 seconds.
 DU0592
 DU0592.The orthometric height was determined by differential leveling
 DU0592.and adjusted by the National Geodetic Survey in June 1991..
 DU0592
 DU0592.The geoid height was determined by GEOID03.
 DU0592
 DU0592.The dynamic height is computed by dividing the NAVD 88
 DU0592.geopotential number by the normal gravity value computed on the
 DU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0592.degrees latitude (g = 980.6199 gals.).
 DU0592
 DU0592.The modeled gravity was interpolated from observed gravity values.
 DU0592
 DU0592;                    North         East    Units  Estimated Accuracy
 DU0592;SPC AZ C     -   267,820.      244,230.      MT  (+/- 180 meters Scaled)
 DU0592
 DU0592                          SUPERSEDED SURVEY CONTROL
 DU0592
 DU0592  NGVD 29 (??/??/92)  495.809  (m)         1626.67   (f) ADJ UNCH    1 2
 DU0592
 DU0592.Superseded values are not recommended for survey control.
 DU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0592.See file dsdata.txt to determine how the superseded data were derived.
 DU0592
 DU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB456974(NAD 83)
 DU0592_MARKER: DD = SURVEY DISK
 DU0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0592_SP_SET: ABUTMENT
 DU0592_STAMPING: 1626.01 727.25
 DU0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0592
 DU0592  HISTORY     - Date     Condition        Report By
 DU0592  HISTORY     - UNK      MONUMENTED       AZHD
 DU0592  HISTORY     - 1948     GOOD             NGS
 DU0592  HISTORY     - 1981     GOOD             NGS
 DU0592
 DU0592                          STATION DESCRIPTION
 DU0592
 DU0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0592'2.1 MI W FROM APACHE JUNCTION.
 DU0592'ABOUT 2.1 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0592'ABOUT 0.3 MILE WEST OF THE PINAL-MARICOPA COUNTY LINE, 21.6 FEET NORTH
 DU0592'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST
 DU0592'CORNER OF THE CONCRETE ABUTMENT OF A SMALL BRIDGE OVER A WASH AND 2
 DU0592'FEET LOWER THAN THE HIGHWAY.
 DU0592
 DU0592                          STATION RECOVERY (1981)
 DU0592
 DU0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0592'3.4 KILOMETERS (2.15 MILES) WEST ALONG U.S. HIGHWAY 60, 80, AND 89
 DU0592'FROM THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION,
 DU0592'IN TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.8 X 1 METER
 DU0592'(8 X 3 FEET) BOX CULVERT WITH A WOODEN HEADWALL AND SOUTH-SOUTHEAST
 DU0592'ACROSS THE WESTBOUND HIGHWAY LANES FROM NIELSON BUILDING MATERIALS
 DU0592'STORE, 0.5 KILOMETER (0.3 MILE) WEST OF THE PINAL-MARICOPA COUNTY
 DU0592'LINE AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0592'EASTBOUND HIGHWAY TRAFFIC LANES.
 DU0592'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0580 ***********************************************************************
 FS0580  DESIGNATION -  162+87.0
 FS0580  PID         -  FS0580
 FS0580  STATE/COUNTY-  AZ/MOHAVE
 FS0580  USGS QUAD   -  KINGMAN (1980)
 FS0580
 FS0580                         *CURRENT SURVEY CONTROL
 FS0580  ___________________________________________________________________
 FS0580* NAD 83(1986)-  35 13 01.     (N)    114 00 40.     (W)     SCALED    
 FS0580* NAVD 88     -      1054.940  (meters)    3461.08   (feet)  ADJUSTED  
 FS0580  ___________________________________________________________________
 FS0580  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0580  DYNAMIC HT  -        1053.688 (meters)    3456.97  (feet)  COMP
 FS0580  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FS0580
 FS0580  VERT ORDER  -  FIRST     CLASS II
 FS0580
 FS0580.The horizontal coordinates were scaled from a topographic map and have
 FS0580.an estimated accuracy of +/- 6 seconds.
 FS0580
 FS0580.The orthometric height was determined by differential leveling
 FS0580.and adjusted by the National Geodetic Survey in June 1991..
 FS0580
 FS0580.The geoid height was determined by GEOID03.
 FS0580
 FS0580.The dynamic height is computed by dividing the NAVD 88
 FS0580.geopotential number by the normal gravity value computed on the
 FS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0580.degrees latitude (g = 980.6199 gals.).
 FS0580
 FS0580.The modeled gravity was interpolated from observed gravity values.
 FS0580
 FS0580;                    North         East    Units  Estimated Accuracy
 FS0580;SPC AZ W     -   467,690.      189,590.      MT  (+/- 180 meters Scaled)
 FS0580
 FS0580                          SUPERSEDED SURVEY CONTROL
 FS0580
 FS0580  NGVD 29 (??/??/92) 1054.130  (m)         3458.42   (f) ADJ UNCH    1 2
 FS0580
 FS0580.Superseded values are not recommended for survey control.
 FS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0580.See file dsdata.txt to determine how the superseded data were derived.
 FS0580
 FS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV720011(NAD 83)
 FS0580_MARKER: DD = SURVEY DISK
 FS0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0580_SP_SET: CULVERT
 FS0580_STAMPING: 3458.74 162+87.0 34
 FS0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0580
 FS0580  HISTORY     - Date     Condition        Report By
 FS0580  HISTORY     - UNK      MONUMENTED       AZHD
 FS0580  HISTORY     - 1935     GOOD             NGS
 FS0580  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0580  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0580
 FS0580                          STATION DESCRIPTION
 FS0580
 FS0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0580'4 MI NE FROM KINGMAN.
 FS0580'4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FS0580'RAILWAY FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 250 FEET
 FS0580'NORTHEAST OF THE MAIN GATE AT PORT KINGMAN AIRPORT (ABANDONED),
 FS0580'AT A PIPE CULVERT UNDER U.S. HIGHWAY 66, IN THE CENTER OF THE
 FS0580'TOP OF THE SOUTHEAST HEADWALL, 20 FEET SOUTHWEST OF THE
 FS0580'CENTERLINE OF A SIDE ROAD LEADING EAST TO THE TRACK, AND 16
 FS0580'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA
 FS0580'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3458.74 162+87.0
 FS0580'34.
 FS0580
 FS0580                          STATION RECOVERY (1966)
 FS0580
 FS0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0580'MARK NOT FOUND.
 FS0580
 FS0580                          STATION RECOVERY (1982)
 FS0580
 FS0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0580'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0492 ***********************************************************************
 GQ0492  DESIGNATION -  163 DOR
 GQ0492  PID         -  GQ0492
 GQ0492  STATE/COUNTY-  AZ/MOHAVE
 GQ0492  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0492
 GQ0492                         *CURRENT SURVEY CONTROL
 GQ0492  ___________________________________________________________________
 GQ0492* NAD 83(1986)-  36 22 17.     (N)    113 36 50.     (W)     SCALED    
 GQ0492* NAVD 88     -      1800.783  (meters)    5908.07   (feet)  POSTED    
 GQ0492  ___________________________________________________________________
 GQ0492  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 GQ0492  DYNAMIC HT  -        1798.590 (meters)    5900.87  (feet)  COMP
 GQ0492  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 GQ0492
 GQ0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0492
 GQ0492.The horizontal coordinates were scaled from a topographic map and have
 GQ0492.an estimated accuracy of +/- 6 seconds.
 GQ0492
 GQ0492.The orthometric height was determined by differential leveling
 GQ0492.and adjusted by the National Geodetic Survey in 1992..
 GQ0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0492.rate of 0.0 thru 1.0 mm/km.
 GQ0492
 GQ0492.The geoid height was determined by GEOID03.
 GQ0492
 GQ0492.The dynamic height is computed by dividing the NAVD 88
 GQ0492.geopotential number by the normal gravity value computed on the
 GQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0492.degrees latitude (g = 980.6199 gals.).
 GQ0492
 GQ0492.The modeled gravity was interpolated from observed gravity values.
 GQ0492
 GQ0492;                    North         East    Units  Estimated Accuracy
 GQ0492;SPC AZ W     -   595,750.      225,570.      MT  (+/- 180 meters Scaled)
 GQ0492
 GQ0492                          SUPERSEDED SURVEY CONTROL
 GQ0492
 GQ0492.No superseded survey control is available for this station.
 GQ0492
 GQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF655283(NAD 83)
 GQ0492_MARKER: DB = BENCH MARK DISK
 GQ0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0492_SP_SET: COPPER-CLAD STEEL ROD
 GQ0492_STAMPING: 163 DOR 1970
 GQ0492_MARK LOGO: USGS  
 GQ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0492
 GQ0492  HISTORY     - Date     Condition        Report By
 GQ0492  HISTORY     - 1970     MONUMENTED       USGS
 GQ0492
 GQ0492                          STATION DESCRIPTION
 GQ0492
 GQ0492'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0492'107.5 KM (66.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0492'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0492'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0492'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0492'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 20.9 MILES SOUTHWEST, 50 FEET
 GQ0492'SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0492'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1517 ***********************************************************************
 CZ1517  DESIGNATION -  1630.19
 CZ1517  PID         -  CZ1517
 CZ1517  STATE/COUNTY-  AZ/PINAL
 CZ1517  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1517
 CZ1517                         *CURRENT SURVEY CONTROL
 CZ1517  ___________________________________________________________________
 CZ1517* NAD 83(1986)-  32 42 26.     (N)    111 29 10.     (W)     SCALED    
 CZ1517* NAVD 88     -       495.80   (+/-2cm)    1626.6    (feet)  VERTCON   
 CZ1517  ___________________________________________________________________
 CZ1517  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ1517
 CZ1517  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1517
 CZ1517.The horizontal coordinates were scaled from a topographic map and have
 CZ1517.an estimated accuracy of +/- 6 seconds.
 CZ1517
 CZ1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1517.The vertical order pertains to the NGVD 29 superseded value.
 CZ1517
 CZ1517.The geoid height was determined by GEOID03.
 CZ1517
 CZ1517;                    North         East    Units  Estimated Accuracy
 CZ1517;SPC AZ C     -   189,370.      253,730.      MT  (+/- 180 meters Scaled)
 CZ1517
 CZ1517                          SUPERSEDED SURVEY CONTROL
 CZ1517
 CZ1517  NGVD 29 (??/??/92)  495.235  (m)         1624.78   (f) ADJ UNCH    1 2
 CZ1517
 CZ1517.Superseded values are not recommended for survey control.
 CZ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1517.See file dsdata.txt to determine how the superseded data were derived.
 CZ1517
 CZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB544189(NAD 83)
 CZ1517_MARKER: DD = SURVEY DISK
 CZ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1517_STAMPING: 1630.19
 CZ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1517+STABILITY: SURFACE MOTION
 CZ1517
 CZ1517  HISTORY     - Date     Condition        Report By
 CZ1517  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1517  HISTORY     - 1975     GOOD             AZDT
 CZ1517
 CZ1517                          STATION DESCRIPTION
 CZ1517
 CZ1517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1517'0.65 MI SE FROM PICACHO.
 CZ1517'FROM MILEPOST 213, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1517'THE STATION ON THE LEFT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A
 CZ1517'P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 CZ1517'UP 0.45 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1079 ***********************************************************************
 DA1079  DESIGNATION -  1630+58.6
 DA1079  PID         -  DA1079
 DA1079  STATE/COUNTY-  AZ/YUMA
 DA1079  USGS QUAD   -  MOHAWK (1982)
 DA1079
 DA1079                         *CURRENT SURVEY CONTROL
 DA1079  ___________________________________________________________________
 DA1079* NAD 83(1986)-  32 43 16.     (N)    113 47 40.     (W)     SCALED    
 DA1079* NAVD 88     -       134.409  (meters)     440.97   (feet)  ADJUSTED  
 DA1079  ___________________________________________________________________
 DA1079  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1079  DYNAMIC HT  -         134.257 (meters)     440.47  (feet)  COMP
 DA1079  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 DA1079
 DA1079  VERT ORDER  -  FIRST     CLASS II
 DA1079
 DA1079.The horizontal coordinates were scaled from a topographic map and have
 DA1079.an estimated accuracy of +/- 6 seconds.
 DA1079
 DA1079.The orthometric height was determined by differential leveling
 DA1079.and adjusted by the National Geodetic Survey in June 1991..
 DA1079
 DA1079.The geoid height was determined by GEOID03.
 DA1079
 DA1079.The dynamic height is computed by dividing the NAVD 88
 DA1079.geopotential number by the normal gravity value computed on the
 DA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1079.degrees latitude (g = 980.6199 gals.).
 DA1079
 DA1079.The modeled gravity was interpolated from observed gravity values.
 DA1079
 DA1079;                    North         East    Units  Estimated Accuracy
 DA1079;SPC AZ W     -   190,830.      209,190.      MT  (+/- 180 meters Scaled)
 DA1079
 DA1079                          SUPERSEDED SURVEY CONTROL
 DA1079
 DA1079  NGVD 29 (??/??/92)  133.782  (m)          438.92   (f) ADJ UNCH    1 2
 DA1079
 DA1079.Superseded values are not recommended for survey control.
 DA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1079.See file dsdata.txt to determine how the superseded data were derived.
 DA1079
 DA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB380238(NAD 83)
 DA1079_MARKER: DD = SURVEY DISK
 DA1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1079_SP_SET: BRIDGE
 DA1079_MARK LOGO: AZHD  
 DA1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1079
 DA1079  HISTORY     - Date     Condition        Report By
 DA1079  HISTORY     - UNK      MONUMENTED       AZHD
 DA1079  HISTORY     - 1960     GOOD             NGS
 DA1079  HISTORY     - 1981     GOOD             NGS
 DA1079  HISTORY     - 1981     GOOD             NGS
 DA1079
 DA1079                          STATION DESCRIPTION
 DA1079
 DA1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1079'2.4 MI W FROM MOHAWK LODGE.
 DA1079'2.4 MILE ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 100 YARDS EAST FROM
 DA1079'HIGHWAY MILE POST 54, 0.1 MILE WEST FROM THE OWL SERVICE STATION, 36
 DA1079'FEET SOUTH FROM THE CENTERLINE OF THE HIGHWAY, IN THE TOP AND CENTER
 DA1079'OF THE SOUTH GUARDRAIL OF A HIGHWAY BRIDGE, 10-INCHES ABOVE THE
 DA1079'HIGHWAY SURFACE, STAMPED AT NOTED ABOVE.
 DA1079
 DA1079                          STATION RECOVERY (1981)
 DA1079
 DA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1079'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1079'OFFICE IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILEPOST 54,
 DA1079'0.2 KM (0.1 MI) SOUTHWEST OF AN ABANDONED GAS STATION, SET IN THE TOP
 DA1079'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 11.0 M (36.0 FT)
 DA1079'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHEAST
 DA1079'OF THE SOUTHWEST END OF THE HEADWALL, 7.0 M (23.0 FT) SOUTHWEST OF THE
 DA1079'NORTHEAST END OF THE HEADWALL.
 DA1079'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1079
 DA1079                          STATION RECOVERY (1981)
 DA1079
 DA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1079'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1079'OFFICE IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILEPOST 54,
 DA1079'0.2 KM (0.1 MI) SOUTHWEST OF AN ABANDONED GAS STATION, SET IN THE TOP
 DA1079'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 11.0 M (36.0 FT)
 DA1079'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHEAST
 DA1079'OF THE SOUTHWEST END OF THE HEADWALL, 7.0 M (23.0 FT) SOUTHWEST OF THE
 DA1079'NORTHEAST END OF THE HEADWALL.
 DA1079'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0086 ***********************************************************************
 DA0086  DESIGNATION -  1630.77
 DA0086  PID         -  DA0086
 DA0086  STATE/COUNTY-  AZ/PINAL
 DA0086  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0086
 DA0086                         *CURRENT SURVEY CONTROL
 DA0086  ___________________________________________________________________
 DA0086* NAD 83(1986)-  32 50 42.     (N)    112 05 52.     (W)     SCALED    
 DA0086* NAVD 88     -       497.74   (+/-2cm)    1633.0    (feet)  VERTCON   
 DA0086  ___________________________________________________________________
 DA0086  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0086
 DA0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0086
 DA0086.The horizontal coordinates were scaled from a topographic map and have
 DA0086.an estimated accuracy of +/- 6 seconds.
 DA0086
 DA0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0086.The vertical order pertains to the NGVD 29 superseded value.
 DA0086
 DA0086.The geoid height was determined by GEOID03.
 DA0086
 DA0086;                    North         East    Units  Estimated Accuracy
 DA0086;SPC AZ C     -   204,580.      196,410.      MT  (+/- 180 meters Scaled)
 DA0086
 DA0086                          SUPERSEDED SURVEY CONTROL
 DA0086
 DA0086  NGVD 29 (??/??/92)  497.116  (m)         1630.95   (f) ADJ UNCH    2 0
 DA0086
 DA0086.Superseded values are not recommended for survey control.
 DA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0086.See file dsdata.txt to determine how the superseded data were derived.
 DA0086
 DA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972346(NAD 83)
 DA0086_MARKER: DD = SURVEY DISK
 DA0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0086_SP_SET: BRIDGE
 DA0086_STAMPING: 1630.77 1999+40.6 1934
 DA0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0086
 DA0086  HISTORY     - Date     Condition        Report By
 DA0086  HISTORY     - 1934     MONUMENTED       AZHD
 DA0086  HISTORY     - 1960     GOOD             NGS
 DA0086  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0086
 DA0086                          STATION DESCRIPTION
 DA0086
 DA0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0086'8.3 MI W FROM STANFIELD.
 DA0086'8.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0086'STANFIELD, PINAL COUNTY, 1.2 MILES WEST OF THE ORANGE VALLEY SERVICE
 DA0086'STATION, AT A CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 DA0086'SOUTH HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 DA0086'STAMPED 1630.77 1999+40.6 1934.  NOTE-- NEW BRIDGE WORK AT SITE, NEW
 DA0086'AHD TABLET.
 DA0086
 DA0086                          STATION RECOVERY (1963)
 DA0086
 DA0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0591 ***********************************************************************
 DU0591  DESIGNATION -  1632.39
 DU0591  PID         -  DU0591
 DU0591  STATE/COUNTY-  AZ/MARICOPA
 DU0591  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0591
 DU0591                         *CURRENT SURVEY CONTROL
 DU0591  ___________________________________________________________________
 DU0591* NAD 83(1986)-  33 24 54.     (N)    111 34 53.     (W)     SCALED    
 DU0591* NAVD 88     -       498.330  (meters)    1634.94   (feet)  ADJUSTED  
 DU0591  ___________________________________________________________________
 DU0591  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0591  DYNAMIC HT  -         497.727 (meters)    1632.96  (feet)  COMP
 DU0591  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 DU0591
 DU0591  VERT ORDER  -  FIRST     CLASS II
 DU0591
 DU0591.The horizontal coordinates were scaled from a topographic map and have
 DU0591.an estimated accuracy of +/- 6 seconds.
 DU0591
 DU0591.The orthometric height was determined by differential leveling
 DU0591.and adjusted by the National Geodetic Survey in June 1991..
 DU0591
 DU0591.The geoid height was determined by GEOID03.
 DU0591
 DU0591.The dynamic height is computed by dividing the NAVD 88
 DU0591.geopotential number by the normal gravity value computed on the
 DU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0591.degrees latitude (g = 980.6199 gals.).
 DU0591
 DU0591.The modeled gravity was interpolated from observed gravity values.
 DU0591
 DU0591;                    North         East    Units  Estimated Accuracy
 DU0591;SPC AZ C     -   267,820.      244,540.      MT  (+/- 180 meters Scaled)
 DU0591
 DU0591                          SUPERSEDED SURVEY CONTROL
 DU0591
 DU0591  NGVD 29 (??/??/92)  497.742  (m)         1633.01   (f) ADJ UNCH    1 2
 DU0591
 DU0591.Superseded values are not recommended for survey control.
 DU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0591.See file dsdata.txt to determine how the superseded data were derived.
 DU0591
 DU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB459974(NAD 83)
 DU0591_MARKER: DD = SURVEY DISK
 DU0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0591_SP_SET: ABUTMENT
 DU0591_STAMPING: 1632.39 736.00
 DU0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0591
 DU0591  HISTORY     - Date     Condition        Report By
 DU0591  HISTORY     - UNK      MONUMENTED       AZHD
 DU0591  HISTORY     - 1948     GOOD             NGS
 DU0591  HISTORY     - 1981     GOOD             NGS
 DU0591
 DU0591                          STATION DESCRIPTION
 DU0591
 DU0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0591'1.9 MI W FROM APACHE JUNCTION.
 DU0591'ABOUT 1.9 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0591'ABOUT 0.1 MILE WEST OF THE PINAL-MARICOPA COUNTY LINE, 21.5 FEET NORTH
 DU0591'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST
 DU0591'CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL WASH AND 2
 DU0591'FEET LOWER THAN THE HIGHWAY.
 DU0591
 DU0591                          STATION RECOVERY (1981)
 DU0591
 DU0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0591'3.2 KILOMETERS ( 2.0 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0591'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0591'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0591'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.2 KILOMETER (0.1 MILE)
 DU0591'WEST OF MERIDIAN ROAD AND THE PINAL-MARICOPA COUNTY LINE, AND 5.0
 DU0591'METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND
 DU0591'HIGHWAY TRAFFIC LANES.
 DU0591'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0321 ***********************************************************************
 CZ0321  DESIGNATION -  1634.5
 CZ0321  PID         -  CZ0321
 CZ0321  STATE/COUNTY-  AZ/PINAL
 CZ0321  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0321
 CZ0321                         *CURRENT SURVEY CONTROL
 CZ0321  ___________________________________________________________________
 CZ0321* NAD 83(1986)-  32 41 52.     (N)    111 29 56.     (W)     SCALED    
 CZ0321* NAVD 88     -       498.65   (+/-2cm)    1636.0    (feet)  VERTCON   
 CZ0321  ___________________________________________________________________
 CZ0321  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0321
 CZ0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0321
 CZ0321.The horizontal coordinates were scaled from a topographic map and have
 CZ0321.an estimated accuracy of +/- 6 seconds.
 CZ0321
 CZ0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0321.The vertical order pertains to the NGVD 29 superseded value.
 CZ0321
 CZ0321.The geoid height was determined by GEOID03.
 CZ0321
 CZ0321;                    North         East    Units  Estimated Accuracy
 CZ0321;SPC AZ C     -   188,320.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0321
 CZ0321                          SUPERSEDED SURVEY CONTROL
 CZ0321
 CZ0321  NGVD 29 (??/??/92)  498.082  (m)         1634.12   (f) ADJ UNCH    2 0
 CZ0321
 CZ0321.Superseded values are not recommended for survey control.
 CZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0321.See file dsdata.txt to determine how the superseded data were derived.
 CZ0321
 CZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532178(NAD 83)
 CZ0321_MARKER: S = SPIKE
 CZ0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0321_SP_SET: POLE BASE
 CZ0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0321
 CZ0321  HISTORY     - Date     Condition        Report By
 CZ0321  HISTORY     - UNK      MONUMENTED       USGS
 CZ0321  HISTORY     - 1952     GOOD             NGS
 CZ0321  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0321
 CZ0321                          STATION DESCRIPTION
 CZ0321
 CZ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0321'1.2 MI S FROM PICACHO.
 CZ0321'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0321'THENCE 1.1 MILES SOUTH ALONG PICACHO HIGHWAY, AT THE T JUNCTION OF A
 CZ0321'DEAD END DIRT ROAD WHICH LEADS WEST ALONG A POWER LINE, IN THE WEST
 CZ0321'BASE OF THE NORTH GUYPOLE OF THE JUNCTION POLE OF A T JUNCTION OF THE
 CZ0321'POWER LINES, 31 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0321'THE HIGHWAY, A METAL U.S.G.S. TAG STAMPED 1634.5 TO THE POLE, AND
 CZ0321'ABOUT 5 FEET ABOVE THE GROUND.
 CZ0321
 CZ0321                          STATION RECOVERY (1977)
 CZ0321
 CZ0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0590 ***********************************************************************
 DU0590  DESIGNATION -  1635.61
 DU0590  PID         -  DU0590
 DU0590  STATE/COUNTY-  AZ/PINAL
 DU0590  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0590
 DU0590                         *CURRENT SURVEY CONTROL
 DU0590  ___________________________________________________________________
 DU0590* NAD 83(1986)-  33 24 53.     (N)    111 34 56.     (W)     SCALED    
 DU0590* NAVD 88     -       499.30   (+/-2cm)    1638.1    (feet)  VERTCON   
 DU0590  ___________________________________________________________________
 DU0590  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0590
 DU0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0590
 DU0590.The horizontal coordinates were scaled from a topographic map and have
 DU0590.an estimated accuracy of +/- 6 seconds.
 DU0590
 DU0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0590.The vertical order pertains to the NGVD 29 superseded value.
 DU0590
 DU0590.The geoid height was determined by GEOID03.
 DU0590
 DU0590;                    North         East    Units  Estimated Accuracy
 DU0590;SPC AZ C     -   267,790.      244,470.      MT  (+/- 180 meters Scaled)
 DU0590
 DU0590                          SUPERSEDED SURVEY CONTROL
 DU0590
 DU0590  NGVD 29 (??/??/92)  498.727  (m)         1636.24   (f) ADJ UNCH    1 2
 DU0590
 DU0590.Superseded values are not recommended for survey control.
 DU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0590.See file dsdata.txt to determine how the superseded data were derived.
 DU0590
 DU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB458974(NAD 83)
 DU0590_MARKER: DD = SURVEY DISK
 DU0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0590_STAMPING: 1635.61 739.63
 DU0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0590+STABILITY: SURFACE MOTION
 DU0590
 DU0590  HISTORY     - Date     Condition        Report By
 DU0590  HISTORY     - UNK      MONUMENTED       AZHD
 DU0590  HISTORY     - 1948     GOOD             NGS
 DU0590  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0590
 DU0590                          STATION DESCRIPTION
 DU0590
 DU0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0590'1.8 MI W FROM APACHE JUNCTION.
 DU0590'ABOUT 1.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0590'AT THE PINAL-MARICOPA COUNTY LINE, 45.0 FEET NORTH OF THE CENTER LINE
 DU0590'OF THE HIGHWAY, 44.0 FEET EAST OF THE PINAL-MARICOPA COUNTY LINE, SET
 DU0590'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0590
 DU0590                          STATION RECOVERY (1981)
 DU0590
 DU0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0590'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0124 ***********************************************************************
 DA0124  DESIGNATION -  1637.80
 DA0124  PID         -  DA0124
 DA0124  STATE/COUNTY-  AZ/PINAL
 DA0124  USGS QUAD   -  BIG HORN (1979)
 DA0124
 DA0124                         *CURRENT SURVEY CONTROL
 DA0124  ___________________________________________________________________
 DA0124* NAD 83(1986)-  32 52 10.     (N)    112 25 46.     (W)     SCALED    
 DA0124* NAVD 88     -       499.85   (+/-2cm)    1639.9    (feet)  VERTCON   
 DA0124  ___________________________________________________________________
 DA0124  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DA0124
 DA0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0124
 DA0124.The horizontal coordinates were scaled from a topographic map and have
 DA0124.an estimated accuracy of +/- 6 seconds.
 DA0124
 DA0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0124.The vertical order pertains to the NGVD 29 superseded value.
 DA0124
 DA0124.The geoid height was determined by GEOID03.
 DA0124
 DA0124;                    North         East    Units  Estimated Accuracy
 DA0124;SPC AZ C     -   207,390.      165,370.      MT  (+/- 180 meters Scaled)
 DA0124
 DA0124                          SUPERSEDED SURVEY CONTROL
 DA0124
 DA0124  NGVD 29 (??/??/92)  499.188  (m)         1637.75   (f) ADJ UNCH    2 0
 DA0124
 DA0124.Superseded values are not recommended for survey control.
 DA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0124.See file dsdata.txt to determine how the superseded data were derived.
 DA0124
 DA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB662377(NAD 83)
 DA0124_MARKER: DD = SURVEY DISK
 DA0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0124_SP_SET: BRIDGE
 DA0124_STAMPING: 1637.80 911+9650 1959
 DA0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0124
 DA0124  HISTORY     - Date     Condition        Report By
 DA0124  HISTORY     - 1959     MONUMENTED       AZHD
 DA0124  HISTORY     - 1967     GOOD             DOD
 DA0124
 DA0124                          STATION DESCRIPTION
 DA0124
 DA0124'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1959
 DA0124'17.6 MI E FROM GILA BEND.
 DA0124'17.6 MILES EAST ALONG STATE HIGHWAY 89 FROM THE RAILROAD DEPOT AT GILA
 DA0124'BEND, 0.3 MILE WEST OF MILEPOST 138, 27 FEET NORTH OF THE CENTERLINE
 DA0124'OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN A DRILL HOLE IN THE CENTER
 DA0124'OF THE NORTH HEADWALL OF A CONCRETE BRIDGE AND ABOUT 4 INCHES HIGHER
 DA0124'THAN THE HIGHWAY.
 DA0124
 DA0124                          STATION RECOVERY (1967)
 DA0124
 DA0124'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DA0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1518 ***********************************************************************
 CZ1518  DESIGNATION -  1638.97
 CZ1518  PID         -  CZ1518
 CZ1518  STATE/COUNTY-  AZ/PINAL
 CZ1518  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1518
 CZ1518                         *CURRENT SURVEY CONTROL
 CZ1518  ___________________________________________________________________
 CZ1518* NAD 83(1986)-  32 42 12.     (N)    111 28 48.     (W)     SCALED    
 CZ1518* NAVD 88     -       498.33   (+/-2cm)    1634.9    (feet)  VERTCON   
 CZ1518  ___________________________________________________________________
 CZ1518  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ1518
 CZ1518  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1518
 CZ1518.The horizontal coordinates were scaled from a topographic map and have
 CZ1518.an estimated accuracy of +/- 6 seconds.
 CZ1518
 CZ1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1518.The vertical order pertains to the NGVD 29 superseded value.
 CZ1518
 CZ1518.The geoid height was determined by GEOID03.
 CZ1518
 CZ1518;                    North         East    Units  Estimated Accuracy
 CZ1518;SPC AZ C     -   188,940.      254,300.      MT  (+/- 180 meters Scaled)
 CZ1518
 CZ1518                          SUPERSEDED SURVEY CONTROL
 CZ1518
 CZ1518  NGVD 29 (??/??/92)  497.758  (m)         1633.06   (f) ADJ UNCH    1 2
 CZ1518
 CZ1518.Superseded values are not recommended for survey control.
 CZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1518.See file dsdata.txt to determine how the superseded data were derived.
 CZ1518
 CZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550185(NAD 83)
 CZ1518_MARKER: DD = SURVEY DISK
 CZ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1518_STAMPING: 1638.97
 CZ1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1518+STABILITY: SURFACE MOTION
 CZ1518
 CZ1518  HISTORY     - Date     Condition        Report By
 CZ1518  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1518  HISTORY     - 1975     GOOD             AZDT
 CZ1518
 CZ1518                          STATION DESCRIPTION
 CZ1518
 CZ1518'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1518'1.0 MI SE FROM PICACHO.
 CZ1518'FROM MILEPOST 213, I-10, EAST ON THE INTERSTATE FOR 0.4 MILES AND TO
 CZ1518'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1518'A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1518'POST, UP 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0493 ***********************************************************************
 GQ0493  DESIGNATION -  164 DOR
 GQ0493  PID         -  GQ0493
 GQ0493  STATE/COUNTY-  AZ/MOHAVE
 GQ0493  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0493
 GQ0493                         *CURRENT SURVEY CONTROL
 GQ0493  ___________________________________________________________________
 GQ0493* NAD 83(1986)-  36 22 00.     (N)    113 37 29.     (W)     SCALED    
 GQ0493* NAVD 88     -      1820.609  (meters)    5973.11   (feet)  POSTED    
 GQ0493  ___________________________________________________________________
 GQ0493  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0493  DYNAMIC HT  -        1818.390 (meters)    5965.83  (feet)  COMP
 GQ0493  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 GQ0493
 GQ0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0493
 GQ0493.The horizontal coordinates were scaled from a topographic map and have
 GQ0493.an estimated accuracy of +/- 6 seconds.
 GQ0493
 GQ0493.The orthometric height was determined by differential leveling
 GQ0493.and adjusted by the National Geodetic Survey in 1992..
 GQ0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0493.rate of 0.0 thru 1.0 mm/km.
 GQ0493
 GQ0493.The geoid height was determined by GEOID03.
 GQ0493
 GQ0493.The dynamic height is computed by dividing the NAVD 88
 GQ0493.geopotential number by the normal gravity value computed on the
 GQ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0493.degrees latitude (g = 980.6199 gals.).
 GQ0493
 GQ0493.The modeled gravity was interpolated from observed gravity values.
 GQ0493
 GQ0493;                    North         East    Units  Estimated Accuracy
 GQ0493;SPC AZ W     -   595,220.      224,600.      MT  (+/- 180 meters Scaled)
 GQ0493
 GQ0493                          SUPERSEDED SURVEY CONTROL
 GQ0493
 GQ0493.No superseded survey control is available for this station.
 GQ0493
 GQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF645278(NAD 83)
 GQ0493_MARKER: DB = BENCH MARK DISK
 GQ0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0493_SP_SET: COPPER-CLAD STEEL ROD
 GQ0493_STAMPING: 164 DOR 1970 5970
 GQ0493_MARK LOGO: USGS  
 GQ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0493
 GQ0493  HISTORY     - Date     Condition        Report By
 GQ0493  HISTORY     - 1970     MONUMENTED       USGS
 GQ0493
 GQ0493                          STATION DESCRIPTION
 GQ0493
 GQ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0493'108.6 KM (67.5 MI) SOUTH FROM ST GEORGE UT.
 GQ0493'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0493'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0493'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0493'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 21.6 MILES SOUTHWEST TO THE
 GQ0493'TOP OF A SLIGHT RISE, 30 FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN
 GQ0493'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0072 ***********************************************************************
 CH0072  DESIGNATION -  1640.84
 CH0072  PID         -  CH0072
 CH0072  STATE/COUNTY-  AZ/PIMA
 CH0072  USGS QUAD   -  LUKEVILLE (1988)
 CH0072
 CH0072                         *CURRENT SURVEY CONTROL
 CH0072  ___________________________________________________________________
 CH0072* NAD 83(1986)-  31 56 18.     (N)    112 47 57.     (W)     SCALED    
 CH0072* NAVD 88     -       500.31   (+/-2cm)    1641.4    (feet)  VERTCON   
 CH0072  ___________________________________________________________________
 CH0072  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CH0072
 CH0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0072
 CH0072.The horizontal coordinates were scaled from a topographic map and have
 CH0072.an estimated accuracy of +/- 6 seconds.
 CH0072
 CH0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0072.The vertical order pertains to the NGVD 29 superseded value.
 CH0072
 CH0072.The geoid height was determined by GEOID03.
 CH0072
 CH0072;                    North         East    Units  Estimated Accuracy
 CH0072;SPC AZ C     -   104,370.      129,920.      MT  (+/- 180 meters Scaled)
 CH0072
 CH0072                          SUPERSEDED SURVEY CONTROL
 CH0072
 CH0072  NGVD 29 (??/??/92)  499.557  (m)         1638.96   (f) ADJ UNCH    1 2
 CH0072
 CH0072.Superseded values are not recommended for survey control.
 CH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0072.See file dsdata.txt to determine how the superseded data were derived.
 CH0072
 CH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA299350(NAD 83)
 CH0072_MARKER: DD = SURVEY DISK
 CH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0072_STAMPING: 230 13.94 BK 1A 1640.84 230 13.90 AHD
 CH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0072+STABILITY: SURFACE MOTION
 CH0072
 CH0072  HISTORY     - Date     Condition        Report By
 CH0072  HISTORY     - UNK      MONUMENTED       USDA
 CH0072  HISTORY     - 1953     GOOD             NGS
 CH0072  HISTORY     - 1981     GOOD             NGS
 CH0072  HISTORY     - 19941110 GOOD             USPSQD
 CH0072  HISTORY     - 19970306 GOOD             USPSQD
 CH0072
 CH0072                          STATION DESCRIPTION
 CH0072
 CH0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0072'4.4 MI N FROM LUKEVILLE.
 CH0072'4.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0072'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, NEAR THE TOP OF
 CH0072'A RIDGE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET EAST
 CH0072'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 CH0072'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0072
 CH0072                          STATION RECOVERY (1981)
 CH0072
 CH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0072'RECOVERED IN GOOD CONDITION.
 CH0072
 CH0072                          STATION RECOVERY (1994)
 CH0072
 CH0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0072'RECOVERED IN GOOD CONDITION.
 CH0072
 CH0072                          STATION RECOVERY (1997)
 CH0072
 CH0072'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0073 ***********************************************************************
 CH0073  DESIGNATION -  1644.17
 CH0073  PID         -  CH0073
 CH0073  STATE/COUNTY-  AZ/PIMA
 CH0073  USGS QUAD   -  LUKEVILLE (1988)
 CH0073
 CH0073                         *CURRENT SURVEY CONTROL
 CH0073  ___________________________________________________________________
 CH0073* NAD 83(1986)-  31 56 18.     (N)    112 47 57.     (W)     SCALED    
 CH0073* NAVD 88     -       501.32   (+/-2cm)    1644.7    (feet)  VERTCON   
 CH0073  ___________________________________________________________________
 CH0073  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CH0073
 CH0073  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0073
 CH0073.The horizontal coordinates were scaled from a topographic map and have
 CH0073.an estimated accuracy of +/- 6 seconds.
 CH0073
 CH0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0073.The vertical order pertains to the NGVD 29 superseded value.
 CH0073
 CH0073.The geoid height was determined by GEOID03.
 CH0073
 CH0073;                    North         East    Units  Estimated Accuracy
 CH0073;SPC AZ C     -   104,370.      129,920.      MT  (+/- 180 meters Scaled)
 CH0073
 CH0073                          SUPERSEDED SURVEY CONTROL
 CH0073
 CH0073  NGVD 29 (??/??/92)  500.571  (m)         1642.29   (f) ADJ UNCH    1 2
 CH0073
 CH0073.Superseded values are not recommended for survey control.
 CH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0073.See file dsdata.txt to determine how the superseded data were derived.
 CH0073
 CH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA299350(NAD 83)
 CH0073_MARKER: DD = SURVEY DISK
 CH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0073_STAMPING: 230 13.94 BK 1644.17 1A 230 13.90 AHD
 CH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0073+STABILITY: SURFACE MOTION
 CH0073
 CH0073  HISTORY     - Date     Condition        Report By
 CH0073  HISTORY     - UNK      MONUMENTED       USDA
 CH0073  HISTORY     - 1953     GOOD             NGS
 CH0073  HISTORY     - 1981     GOOD             NGS
 CH0073  HISTORY     - 19941110 GOOD             USPSQD
 CH0073  HISTORY     - 19970306 GOOD             USPSQD
 CH0073
 CH0073                          STATION DESCRIPTION
 CH0073
 CH0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0073'4.4 MI N FROM LUKEVILLE.
 CH0073'4.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0073'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, AT THE TOP OF A
 CH0073'RIDGE, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST
 CH0073'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 CH0073'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0073
 CH0073                          STATION RECOVERY (1981)
 CH0073
 CH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0073'RECOVERED IN GOOD CONDITION.
 CH0073
 CH0073                          STATION RECOVERY (1994)
 CH0073
 CH0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0073'RECOVERED IN GOOD CONDITION.
 CH0073
 CH0073                          STATION RECOVERY (1997)
 CH0073
 CH0073'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1519 ***********************************************************************
 CZ1519  DESIGNATION -  1646.85
 CZ1519  PID         -  CZ1519
 CZ1519  STATE/COUNTY-  AZ/PINAL
 CZ1519  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1519
 CZ1519                         *CURRENT SURVEY CONTROL
 CZ1519  ___________________________________________________________________
 CZ1519* NAD 83(1986)-  32 42 02.     (N)    111 28 30.     (W)     SCALED    
 CZ1519* NAVD 88     -       500.73   (+/-2cm)    1642.8    (feet)  VERTCON   
 CZ1519  ___________________________________________________________________
 CZ1519  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ1519
 CZ1519  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1519
 CZ1519.The horizontal coordinates were scaled from a topographic map and have
 CZ1519.an estimated accuracy of +/- 6 seconds.
 CZ1519
 CZ1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1519.The vertical order pertains to the NGVD 29 superseded value.
 CZ1519
 CZ1519.The geoid height was determined by GEOID03.
 CZ1519
 CZ1519;                    North         East    Units  Estimated Accuracy
 CZ1519;SPC AZ C     -   188,630.      254,770.      MT  (+/- 180 meters Scaled)
 CZ1519
 CZ1519                          SUPERSEDED SURVEY CONTROL
 CZ1519
 CZ1519  NGVD 29 (??/??/92)  500.160  (m)         1640.94   (f) ADJ UNCH    1 2
 CZ1519
 CZ1519.Superseded values are not recommended for survey control.
 CZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1519.See file dsdata.txt to determine how the superseded data were derived.
 CZ1519
 CZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB554181(NAD 83)
 CZ1519_MARKER: DD = SURVEY DISK
 CZ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1519_STAMPING: 1646.85
 CZ1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1519+STABILITY: SURFACE MOTION
 CZ1519
 CZ1519  HISTORY     - Date     Condition        Report By
 CZ1519  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1519  HISTORY     - 1975     GOOD             AZDT
 CZ1519
 CZ1519                          STATION DESCRIPTION
 CZ1519
 CZ1519'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1519'1.2 MI SE FROM PICACHO.
 CZ1519'FROM MILEPOST 213, I-10, EAST ON THE INTERSTATE FOR 0.75 MILES AND TO
 CZ1519'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1519'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1519'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0587 ***********************************************************************
 DU0587  DESIGNATION -  1649.26
 DU0587  PID         -  DU0587
 DU0587  STATE/COUNTY-  AZ/PINAL
 DU0587  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0587
 DU0587                         *CURRENT SURVEY CONTROL
 DU0587  ___________________________________________________________________
 DU0587* NAD 83(1986)-  33 24 54.     (N)    111 34 31.     (W)     SCALED    
 DU0587* NAVD 88     -       503.472  (meters)    1651.81   (feet)  ADJUSTED  
 DU0587  ___________________________________________________________________
 DU0587  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU0587  DYNAMIC HT  -         502.861 (meters)    1649.80  (feet)  COMP
 DU0587  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 DU0587
 DU0587  VERT ORDER  -  FIRST     CLASS II
 DU0587
 DU0587.The horizontal coordinates were scaled from a topographic map and have
 DU0587.an estimated accuracy of +/- 6 seconds.
 DU0587
 DU0587.The orthometric height was determined by differential leveling
 DU0587.and adjusted by the National Geodetic Survey in June 1991..
 DU0587
 DU0587.The geoid height was determined by GEOID03.
 DU0587
 DU0587.The dynamic height is computed by dividing the NAVD 88
 DU0587.geopotential number by the normal gravity value computed on the
 DU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0587.degrees latitude (g = 980.6199 gals.).
 DU0587
 DU0587.The modeled gravity was interpolated from observed gravity values.
 DU0587
 DU0587;                    North         East    Units  Estimated Accuracy
 DU0587;SPC AZ C     -   267,830.      245,110.      MT  (+/- 180 meters Scaled)
 DU0587
 DU0587                          SUPERSEDED SURVEY CONTROL
 DU0587
 DU0587  NGVD 29 (??/??/92)  502.894  (m)         1649.91   (f) ADJ UNCH    1 2
 DU0587
 DU0587.Superseded values are not recommended for survey control.
 DU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0587.See file dsdata.txt to determine how the superseded data were derived.
 DU0587
 DU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB465974(NAD 83)
 DU0587_MARKER: DD = SURVEY DISK
 DU0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0587_SP_SET: ABUTMENT
 DU0587_STAMPING: 1649.26 755.75
 DU0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0587
 DU0587  HISTORY     - Date     Condition        Report By
 DU0587  HISTORY     - UNK      MONUMENTED       AZHD
 DU0587  HISTORY     - 1948     GOOD             NGS
 DU0587  HISTORY     - 1981     GOOD             NGS
 DU0587  HISTORY     - 19991120 GOOD             USPSQD
 DU0587
 DU0587                          STATION DESCRIPTION
 DU0587
 DU0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0587'1.5 MI W FROM APACHE JUNCTION.
 DU0587'ABOUT 1.5 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0587'20.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0587'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0587'WASH AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0587
 DU0587                          STATION RECOVERY (1981)
 DU0587
 DU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0587'2.6 KILOMETERS (1.6 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0587'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0587'THE TOP CENTER OF A CONCRETE HEADWALL FOR A DOUBLE 60 CENTIMETER (24
 DU0587'INCH) CONCRETE PIPE CULVERT FOR THE EASTBOUND HIGHWAY LANES, 0.2
 DU0587'KILOMETER (0.1 MILE) WEST OF THE ENTRANCE TO THE APACHE GREYHOUND
 DU0587'PARK AND 5.5 METERS (18.0 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0587'EASTBOUND LANES.
 DU0587'THE MARK IS 0.2 M BELOW HIGHWAY CENTERLINE.
 DU0587
 DU0587                          STATION RECOVERY (1999)
 DU0587
 DU0587'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0070 ***********************************************************************
 EU0070  DESIGNATION -  1649.49
 EU0070  PID         -  EU0070
 EU0070  STATE/COUNTY-  AZ/MOHAVE
 EU0070  USGS QUAD   -  YUCCA (1970)
 EU0070
 EU0070                         *CURRENT SURVEY CONTROL
 EU0070  ___________________________________________________________________
 EU0070* NAD 83(1986)-  34 48 58.     (N)    114 08 47.     (W)     SCALED    
 EU0070* NAVD 88     -       503.436  (meters)    1651.69   (feet)  ADJUSTED  
 EU0070  ___________________________________________________________________
 EU0070  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 EU0070  DYNAMIC HT  -         502.876 (meters)    1649.85  (feet)  COMP
 EU0070  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 EU0070
 EU0070  VERT ORDER  -  FIRST     CLASS II
 EU0070
 EU0070.The horizontal coordinates were scaled from a topographic map and have
 EU0070.an estimated accuracy of +/- 6 seconds.
 EU0070
 EU0070.The orthometric height was determined by differential leveling
 EU0070.and adjusted by the National Geodetic Survey in June 1991..
 EU0070
 EU0070.The geoid height was determined by GEOID03.
 EU0070
 EU0070.The dynamic height is computed by dividing the NAVD 88
 EU0070.geopotential number by the normal gravity value computed on the
 EU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0070.degrees latitude (g = 980.6199 gals.).
 EU0070
 EU0070.The modeled gravity was interpolated from observed gravity values.
 EU0070
 EU0070;                    North         East    Units  Estimated Accuracy
 EU0070;SPC AZ W     -   423,260.      177,100.      MT  (+/- 180 meters Scaled)
 EU0070
 EU0070                          SUPERSEDED SURVEY CONTROL
 EU0070
 EU0070  NGVD 29 (??/??/??)  502.706  (m)         1649.29   (f) ADJUSTED    1 2
 EU0070
 EU0070.Superseded values are not recommended for survey control.
 EU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0070.See file dsdata.txt to determine how the superseded data were derived.
 EU0070
 EU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU610563(NAD 83)
 EU0070_MARKER: DD = SURVEY DISK
 EU0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0070_SP_SET: BRIDGE CURB
 EU0070_STAMPING: 1649.49 1151X20 1951
 EU0070_MARK LOGO: AZHD  
 EU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0070
 EU0070  HISTORY     - Date     Condition        Report By
 EU0070  HISTORY     - 1951     MONUMENTED       AZHD
 EU0070  HISTORY     - 1961     GOOD             NGS
 EU0070  HISTORY     - 1981     GOOD             NGS
 EU0070
 EU0070                          STATION DESCRIPTION
 EU0070
 EU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0070'4.2 MI S FROM YUCCA.
 EU0070'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0070'THENCE 3.95 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN THE TOP OF
 EU0070'THE SOUTH END OF THE EAST CONCRETE CURB OF A 110 FOOT CONCRETE
 EU0070'BRIDGE OVER THE HAPPY JACK WASH, 15 FEET EAST OF THE CENTER LINE
 EU0070'OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EU0070'HIGHWAY.
 EU0070
 EU0070                          STATION RECOVERY (1981)
 EU0070
 EU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0070'5.3 KM (3.3 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0070'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0070'HAPPY JACK WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 0.2 KM
 EU0070'(0.1 MI) NORTH OF THE HAPPY JACK ROAD OVERPASS, 4.6 METERS (15 FT)
 EU0070'EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0070'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0038 ***********************************************************************
 CG0038  DESIGNATION -  165
 CG0038  PID         -  CG0038
 CG0038  STATE/COUNTY-  AZ/COCHISE
 CG0038  USGS QUAD   -  SAINT DAVID (1973)
 CG0038
 CG0038                         *CURRENT SURVEY CONTROL
 CG0038  ___________________________________________________________________
 CG0038* NAD 83(1986)-  31 58 50.     (N)    110 10 06.     (W)     SCALED    
 CG0038* NAVD 88     -      1277.32   (+/-2cm)    4190.7    (feet)  VERTCON   
 CG0038  ___________________________________________________________________
 CG0038  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0038
 CG0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0038
 CG0038.The horizontal coordinates were scaled from a topographic map and have
 CG0038.an estimated accuracy of +/- 6 seconds.
 CG0038
 CG0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0038.The vertical order pertains to the NGVD 29 superseded value.
 CG0038
 CG0038.The geoid height was determined by GEOID03.
 CG0038
 CG0038;                    North         East    Units  Estimated Accuracy
 CG0038;SPC AZ E     -   108,710.      213,200.      MT  (+/- 180 meters Scaled)
 CG0038
 CG0038                          SUPERSEDED SURVEY CONTROL
 CG0038
 CG0038  NGVD 29 (??/??/92) 1276.471  (m)         4187.89   (f) ADJ UNCH    1 2
 CG0038
 CG0038.Superseded values are not recommended for survey control.
 CG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0038.See file dsdata.txt to determine how the superseded data were derived.
 CG0038
 CG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA785385(NAD 83)
 CG0038_MARKER: DD = SURVEY DISK
 CG0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0038_SP_SET: CULVERT
 CG0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0038
 CG0038  HISTORY     - Date     Condition        Report By
 CG0038  HISTORY     - UNK      MONUMENTED       USGS
 CG0038  HISTORY     - 1952     GOOD             NGS
 CG0038
 CG0038                          STATION DESCRIPTION
 CG0038
 CG0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0038'11.55 MI E FROM BENSON.
 CG0038'11.55 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0038'STATION AT BENSON, 0.25 MILE NORTH OF MILEPOLE 1044, 0.4 MILE NORTH OF
 CG0038'THE SIGN TULLY, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL
 CG0038'OF CULVERT 1044.27 WITH TWIN CONCRETE PIPES, 104.0 FEET WEST OF THE
 CG0038'WEST RAIL, 23.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, 8.4 FEET NORTH OF
 CG0038'THE SOUTH END OF THE EAST CONCRETE HEADWALL, ABOUT 5 FEET LOWER THAN
 CG0038'THE TRACK.  NOTE-- RAILROAD HAS BEEN MOVED OVER TO THE EAST OF THIS
 CG0038'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0494 ***********************************************************************
 GQ0494  DESIGNATION -  165 DOR
 GQ0494  PID         -  GQ0494
 GQ0494  STATE/COUNTY-  AZ/MOHAVE
 GQ0494  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0494
 GQ0494                         *CURRENT SURVEY CONTROL
 GQ0494  ___________________________________________________________________
 GQ0494* NAD 83(1986)-  36 21 38.     (N)    113 37 51.     (W)     SCALED    
 GQ0494* NAVD 88     -      1817.324  (meters)    5962.34   (feet)  POSTED    
 GQ0494  ___________________________________________________________________
 GQ0494  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 GQ0494  DYNAMIC HT  -        1815.110 (meters)    5955.07  (feet)  COMP
 GQ0494  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 GQ0494
 GQ0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0494
 GQ0494.The horizontal coordinates were scaled from a topographic map and have
 GQ0494.an estimated accuracy of +/- 6 seconds.
 GQ0494
 GQ0494.The orthometric height was determined by differential leveling
 GQ0494.and adjusted by the National Geodetic Survey in 1992..
 GQ0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0494.rate of 0.0 thru 1.0 mm/km.
 GQ0494
 GQ0494.The geoid height was determined by GEOID03.
 GQ0494
 GQ0494.The dynamic height is computed by dividing the NAVD 88
 GQ0494.geopotential number by the normal gravity value computed on the
 GQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0494.degrees latitude (g = 980.6199 gals.).
 GQ0494
 GQ0494.The modeled gravity was interpolated from observed gravity values.
 GQ0494
 GQ0494;                    North         East    Units  Estimated Accuracy
 GQ0494;SPC AZ W     -   594,540.      224,060.      MT  (+/- 180 meters Scaled)
 GQ0494
 GQ0494                          SUPERSEDED SURVEY CONTROL
 GQ0494
 GQ0494.No superseded survey control is available for this station.
 GQ0494
 GQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF639271(NAD 83)
 GQ0494_MARKER: DB = BENCH MARK DISK
 GQ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0494_SP_SET: COPPER-CLAD STEEL ROD
 GQ0494_STAMPING: 165 DOR 1970 5959
 GQ0494_MARK LOGO: USGS  
 GQ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0494
 GQ0494  HISTORY     - Date     Condition        Report By
 GQ0494  HISTORY     - 1970     MONUMENTED       USGS
 GQ0494
 GQ0494                          STATION DESCRIPTION
 GQ0494
 GQ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0494'109.6 KM (68.1 MI) SOUTH FROM ST GEORGE UT.
 GQ0494'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0494'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0494'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0494'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 22.2 MILES SOUTHWEST TO A
 GQ0494'T-ROAD LEADING WEST, 38 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0494'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1520 ***********************************************************************
 CZ1520  DESIGNATION -  1654.60
 CZ1520  PID         -  CZ1520
 CZ1520  STATE/COUNTY-  AZ/PINAL
 CZ1520  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1520
 CZ1520                         *CURRENT SURVEY CONTROL
 CZ1520  ___________________________________________________________________
 CZ1520* NAD 83(1986)-  32 41 50.     (N)    111 28 14.     (W)     SCALED    
 CZ1520* NAVD 88     -       503.02   (+/-2cm)    1650.3    (feet)  VERTCON   
 CZ1520  ___________________________________________________________________
 CZ1520  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1520
 CZ1520  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1520
 CZ1520.The horizontal coordinates were scaled from a topographic map and have
 CZ1520.an estimated accuracy of +/- 6 seconds.
 CZ1520
 CZ1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1520.The vertical order pertains to the NGVD 29 superseded value.
 CZ1520
 CZ1520.The geoid height was determined by GEOID03.
 CZ1520
 CZ1520;                    North         East    Units  Estimated Accuracy
 CZ1520;SPC AZ C     -   188,260.      255,190.      MT  (+/- 180 meters Scaled)
 CZ1520
 CZ1520                          SUPERSEDED SURVEY CONTROL
 CZ1520
 CZ1520  NGVD 29 (??/??/92)  502.447  (m)         1648.44   (f) ADJ UNCH    1 2
 CZ1520
 CZ1520.Superseded values are not recommended for survey control.
 CZ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1520.See file dsdata.txt to determine how the superseded data were derived.
 CZ1520
 CZ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB558178(NAD 83)
 CZ1520_MARKER: DD = SURVEY DISK
 CZ1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1520_STAMPING: 1654.60
 CZ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1520+STABILITY: SURFACE MOTION
 CZ1520
 CZ1520  HISTORY     - Date     Condition        Report By
 CZ1520  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1520  HISTORY     - 1975     GOOD             AZDT
 CZ1520
 CZ1520                          STATION DESCRIPTION
 CZ1520
 CZ1520'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1520'1.4 MI SE FROM PICACHO.
 CZ1520'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1520'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1520'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILED,
 CZ1520'1528+00.00 AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.05
 CZ1520'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0586 ***********************************************************************
 DU0586  DESIGNATION -  1654.61
 DU0586  PID         -  DU0586
 DU0586  STATE/COUNTY-  AZ/PINAL
 DU0586  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0586
 DU0586                         *CURRENT SURVEY CONTROL
 DU0586  ___________________________________________________________________
 DU0586* NAD 83(1986)-  33 24 54.     (N)    111 34 23.     (W)     SCALED    
 DU0586* NAVD 88     -       505.092  (meters)    1657.12   (feet)  ADJUSTED  
 DU0586  ___________________________________________________________________
 DU0586  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU0586  DYNAMIC HT  -         504.478 (meters)    1655.11  (feet)  COMP
 DU0586  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 DU0586
 DU0586  VERT ORDER  -  FIRST     CLASS II
 DU0586
 DU0586.The horizontal coordinates were scaled from a topographic map and have
 DU0586.an estimated accuracy of +/- 6 seconds.
 DU0586
 DU0586.The orthometric height was determined by differential leveling
 DU0586.and adjusted by the National Geodetic Survey in June 1991..
 DU0586
 DU0586.The geoid height was determined by GEOID03.
 DU0586
 DU0586.The dynamic height is computed by dividing the NAVD 88
 DU0586.geopotential number by the normal gravity value computed on the
 DU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0586.degrees latitude (g = 980.6199 gals.).
 DU0586
 DU0586.The modeled gravity was interpolated from observed gravity values.
 DU0586
 DU0586;                    North         East    Units  Estimated Accuracy
 DU0586;SPC AZ C     -   267,830.      245,320.      MT  (+/- 180 meters Scaled)
 DU0586
 DU0586                          SUPERSEDED SURVEY CONTROL
 DU0586
 DU0586  NGVD 29 (??/??/92)  504.513  (m)         1655.22   (f) ADJ UNCH    1 2
 DU0586
 DU0586.Superseded values are not recommended for survey control.
 DU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0586.See file dsdata.txt to determine how the superseded data were derived.
 DU0586
 DU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467974(NAD 83)
 DU0586_MARKER: DD = SURVEY DISK
 DU0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0586_SP_SET: ABUTMENT
 DU0586_STAMPING: 1654.61 761.95
 DU0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0586
 DU0586  HISTORY     - Date     Condition        Report By
 DU0586  HISTORY     - UNK      MONUMENTED       AZHD
 DU0586  HISTORY     - 1948     GOOD             NGS
 DU0586  HISTORY     - 1981     GOOD             NGS
 DU0586  HISTORY     - 19991120 GOOD             USPSQD
 DU0586
 DU0586                          STATION DESCRIPTION
 DU0586
 DU0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0586'1.4 MI W FROM APACHE JUNCTION.
 DU0586'ABOUT 1.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0586'22.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP AND
 DU0586'AT THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0586'SMALL WASH AND 1.0 FOOT LOWER THAN THE HIGHWAY.
 DU0586
 DU0586                          STATION RECOVERY (1981)
 DU0586
 DU0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0586'2.4 KILOMETERS (1.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0586'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0586'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0586'FEET) BOX CULVERT WITH A WOODEN HEADWALL AND IN FRONT OF THE GREYHOUND
 DU0586'DOG TRACK, 5.3 METERS (17.5 FEET) NORTH OF THE NORTH CENTERLINE OF
 DU0586'THE EASTBOUND HIGHWAY LANES.
 DU0586'THE MARK IS 0.4 M BELOW HIGHWAY CENTERLINE.
 DU0586
 DU0586                          STATION RECOVERY (1999)
 DU0586
 DU0586'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0495 ***********************************************************************
 GQ0495  DESIGNATION -  166 DOR
 GQ0495  PID         -  GQ0495
 GQ0495  STATE/COUNTY-  AZ/MOHAVE
 GQ0495  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0495
 GQ0495                         *CURRENT SURVEY CONTROL
 GQ0495  ___________________________________________________________________
 GQ0495* NAD 83(1986)-  36 20 57.     (N)    113 37 35.     (W)     SCALED    
 GQ0495* NAVD 88     -      1795.321  (meters)    5890.15   (feet)  POSTED    
 GQ0495  ___________________________________________________________________
 GQ0495  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 GQ0495  DYNAMIC HT  -        1793.140 (meters)    5882.99  (feet)  COMP
 GQ0495  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 GQ0495
 GQ0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0495
 GQ0495.The horizontal coordinates were scaled from a topographic map and have
 GQ0495.an estimated accuracy of +/- 6 seconds.
 GQ0495
 GQ0495.The orthometric height was determined by differential leveling
 GQ0495.and adjusted by the National Geodetic Survey in 1992..
 GQ0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0495.rate of 0.0 thru 1.0 mm/km.
 GQ0495
 GQ0495.The geoid height was determined by GEOID03.
 GQ0495
 GQ0495.The dynamic height is computed by dividing the NAVD 88
 GQ0495.geopotential number by the normal gravity value computed on the
 GQ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0495.degrees latitude (g = 980.6199 gals.).
 GQ0495
 GQ0495.The modeled gravity was interpolated from observed gravity values.
 GQ0495
 GQ0495;                    North         East    Units  Estimated Accuracy
 GQ0495;SPC AZ W     -   593,280.      224,460.      MT  (+/- 180 meters Scaled)
 GQ0495
 GQ0495                          SUPERSEDED SURVEY CONTROL
 GQ0495
 GQ0495.No superseded survey control is available for this station.
 GQ0495
 GQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF643258(NAD 83)
 GQ0495_MARKER: DB = BENCH MARK DISK
 GQ0495_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0495_SP_SET: ROCK OUTCROP
 GQ0495_STAMPING: 166 DOR 1970 5887
 GQ0495_MARK LOGO: USGS  
 GQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0495+STABILITY: POSITION/ELEVATION WELL
 GQ0495
 GQ0495  HISTORY     - Date     Condition        Report By
 GQ0495  HISTORY     - 1970     MONUMENTED       USGS
 GQ0495
 GQ0495                          STATION DESCRIPTION
 GQ0495
 GQ0495'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0495'110.9 KM (68.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0495'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0495'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0495'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0495'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 23.0 MILES SOUTHWEST TO A
 GQ0495'RESERVOIR (GARDNER RESERVOIR OR OVERNITE POND), 350 FEET EAST OF A 12
 GQ0495'BY 18 FOOT CORRUGATED METAL BUILDING, 36 FEET EAST OF THE NORTH END
 GQ0495'OF A DYKE AND THE ROAD.
 GQ0495'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0445 ***********************************************************************
 CZ0445  DESIGNATION -  1660+01.5
 CZ0445  PID         -  CZ0445
 CZ0445  STATE/COUNTY-  AZ/PINAL
 CZ0445  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0445
 CZ0445                         *CURRENT SURVEY CONTROL
 CZ0445  ___________________________________________________________________
 CZ0445* NAD 83(1986)-  32 40 07.     (N)    111 03 24.     (W)     SCALED    
 CZ0445* NAVD 88     -       938.13   (+/-2cm)    3077.8    (feet)  VERTCON   
 CZ0445  ___________________________________________________________________
 CZ0445  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CZ0445
 CZ0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0445
 CZ0445.The horizontal coordinates were scaled from a topographic map and have
 CZ0445.an estimated accuracy of +/- 6 seconds.
 CZ0445
 CZ0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0445.The vertical order pertains to the NGVD 29 superseded value.
 CZ0445
 CZ0445.The geoid height was determined by GEOID03.
 CZ0445
 CZ0445;                    North         East    Units  Estimated Accuracy
 CZ0445;SPC AZ C     -   185,330.      294,020.      MT  (+/- 180 meters Scaled)
 CZ0445
 CZ0445                          SUPERSEDED SURVEY CONTROL
 CZ0445
 CZ0445  NGVD 29 (??/??/92)  937.473  (m)         3075.69   (f) ADJ UNCH    2 0
 CZ0445
 CZ0445.Superseded values are not recommended for survey control.
 CZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0445.See file dsdata.txt to determine how the superseded data were derived.
 CZ0445
 CZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB946145(NAD 83)
 CZ0445_MARKER: DD = SURVEY DISK
 CZ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0445_SP_SET: BRIDGE
 CZ0445_STAMPING: 1660+01.5 3075.53
 CZ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0445
 CZ0445  HISTORY     - Date     Condition        Report By
 CZ0445  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0445  HISTORY     - 1962     GOOD             NGS
 CZ0445
 CZ0445                          STATION DESCRIPTION
 CZ0445
 CZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0445'10.35 MI NW FROM ORACLE JUNCTION.
 CZ0445'10.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0445'JUNCTION, 32 FEET SOUTH OF SIGN CADILLAC WASH, 14.2 FEET WEST OF THE
 CZ0445'CENTER OF U.S. HIGHWAY 80, A STANDARD DISK SET IN A DRILLHOLE IN THE
 CZ0445'WEST HEADWALL OF A CONCRETE BRIDGE OF CADILLAC WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0585 ***********************************************************************
 DU0585  DESIGNATION -  1667.27
 DU0585  PID         -  DU0585
 DU0585  STATE/COUNTY-  AZ/PINAL
 DU0585  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0585
 DU0585                         *CURRENT SURVEY CONTROL
 DU0585  ___________________________________________________________________
 DU0585* NAD 83(1986)-  33 24 54.     (N)    111 34 06.     (W)     SCALED    
 DU0585* NAVD 88     -       508.964  (meters)    1669.83   (feet)  ADJUSTED  
 DU0585  ___________________________________________________________________
 DU0585  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU0585  DYNAMIC HT  -         508.345 (meters)    1667.80  (feet)  COMP
 DU0585  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 DU0585
 DU0585  VERT ORDER  -  FIRST     CLASS II
 DU0585
 DU0585.The horizontal coordinates were scaled from a topographic map and have
 DU0585.an estimated accuracy of +/- 6 seconds.
 DU0585
 DU0585.The orthometric height was determined by differential leveling
 DU0585.and adjusted by the National Geodetic Survey in June 1991..
 DU0585
 DU0585.The geoid height was determined by GEOID03.
 DU0585
 DU0585.The dynamic height is computed by dividing the NAVD 88
 DU0585.geopotential number by the normal gravity value computed on the
 DU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0585.degrees latitude (g = 980.6199 gals.).
 DU0585
 DU0585.The modeled gravity was interpolated from observed gravity values.
 DU0585
 DU0585;                    North         East    Units  Estimated Accuracy
 DU0585;SPC AZ C     -   267,830.      245,760.      MT  (+/- 180 meters Scaled)
 DU0585
 DU0585                          SUPERSEDED SURVEY CONTROL
 DU0585
 DU0585  NGVD 29 (??/??/92)  508.385  (m)         1667.93   (f) ADJ UNCH    1 2
 DU0585
 DU0585.Superseded values are not recommended for survey control.
 DU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0585.See file dsdata.txt to determine how the superseded data were derived.
 DU0585
 DU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB471974(NAD 83)
 DU0585_MARKER: DD = SURVEY DISK
 DU0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0585_SP_SET: ABUTMENT
 DU0585_STAMPING: 1667.27 776.66
 DU0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0585
 DU0585  HISTORY     - Date     Condition        Report By
 DU0585  HISTORY     - UNK      MONUMENTED       AZHD
 DU0585  HISTORY     - 1948     GOOD             NGS
 DU0585  HISTORY     - 1967     GOOD             NGS
 DU0585  HISTORY     - 1981     GOOD             NGS
 DU0585  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0585  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0585
 DU0585                          STATION DESCRIPTION
 DU0585
 DU0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0585'1.1 MI W FROM APACHE JUNCTION.
 DU0585'ABOUT 1.1 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0585'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0585'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0585'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0585
 DU0585                          STATION RECOVERY (1967)
 DU0585
 DU0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0585'RECOVERED IN GOOD CONDITION.
 DU0585
 DU0585                          STATION RECOVERY (1981)
 DU0585
 DU0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0585'2.0 KILOMETERS (1.25 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0585'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0585'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5X3
 DU0585'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 5.0 METERS (16.5 FEET) NORTH
 DU0585'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY LANES, 67.7 METERS
 DU0585'(222.0 FEET) EAST OF THE CENTERLINE OF OCOTILLO STREET AND 17.4 METERS
 DU0585'(57.0 FEET) WEST OF THE EXTENDED CENTERLINE OF MAIN STREET.
 DU0585'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0585
 DU0585                          STATION RECOVERY (1999)
 DU0585
 DU0585'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0585'MARK NOT FOUND.
 DU0585
 DU0585                          STATION RECOVERY (2006)
 DU0585
 DU0585'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0585'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0585'HAVE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1522 ***********************************************************************
 CZ1522  DESIGNATION -  1667.47
 CZ1522  PID         -  CZ1522
 CZ1522  STATE/COUNTY-  AZ/PINAL
 CZ1522  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1522
 CZ1522                         *CURRENT SURVEY CONTROL
 CZ1522  ___________________________________________________________________
 CZ1522* NAD 83(1986)-  32 41 34.     (N)    111 27 50.     (W)     SCALED    
 CZ1522* NAVD 88     -       507.07   (+/-2cm)    1663.6    (feet)  VERTCON   
 CZ1522  ___________________________________________________________________
 CZ1522  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1522
 CZ1522  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1522
 CZ1522.The horizontal coordinates were scaled from a topographic map and have
 CZ1522.an estimated accuracy of +/- 6 seconds.
 CZ1522
 CZ1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1522.The vertical order pertains to the NGVD 29 superseded value.
 CZ1522
 CZ1522.The geoid height was determined by GEOID03.
 CZ1522
 CZ1522;                    North         East    Units  Estimated Accuracy
 CZ1522;SPC AZ C     -   187,770.      255,820.      MT  (+/- 180 meters Scaled)
 CZ1522
 CZ1522                          SUPERSEDED SURVEY CONTROL
 CZ1522
 CZ1522  NGVD 29 (??/??/92)  506.502  (m)         1661.75   (f) ADJ UNCH    1 2
 CZ1522
 CZ1522.Superseded values are not recommended for survey control.
 CZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1522.See file dsdata.txt to determine how the superseded data were derived.
 CZ1522
 CZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB565173(NAD 83)
 CZ1522_MARKER: DD = SURVEY DISK
 CZ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1522_STAMPING: 1667.47
 CZ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1522+STABILITY: SURFACE MOTION
 CZ1522
 CZ1522  HISTORY     - Date     Condition        Report By
 CZ1522  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1522  HISTORY     - 1975     GOOD             AZDT
 CZ1522  HISTORY     - 1975     GOOD             AZDT
 CZ1522
 CZ1522                          STATION DESCRIPTION
 CZ1522
 CZ1522'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1522'1.75 MI SE FROM PICACHO.
 CZ1522'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.6 MILES AND TO
 CZ1522'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1522'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1522'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
 CZ1522
 CZ1522                          STATION RECOVERY (1975)
 CZ1522
 CZ1522'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1522'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.6 MILES AND TO
 CZ1522'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1522'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1522'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0672 ***********************************************************************
 DW0672  DESIGNATION -  1667.91
 DW0672  PID         -  DW0672
 DW0672  STATE/COUNTY-  AZ/LA PAZ
 DW0672  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0672
 DW0672                         *CURRENT SURVEY CONTROL
 DW0672  ___________________________________________________________________
 DW0672* NAD 83(1986)-  33 40 28.     (N)    114 03 30.     (W)     SCALED    
 DW0672* NAVD 88     -       512.428  (meters)    1681.19   (feet)  ADJUSTED  
 DW0672  ___________________________________________________________________
 DW0672  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW0672  DYNAMIC HT  -         511.837 (meters)    1679.25  (feet)  COMP
 DW0672  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DW0672
 DW0672  VERT ORDER  -  FIRST     CLASS II
 DW0672
 DW0672.The horizontal coordinates were scaled from a topographic map and have
 DW0672.an estimated accuracy of +/- 6 seconds.
 DW0672
 DW0672.The orthometric height was determined by differential leveling
 DW0672.and adjusted by the National Geodetic Survey in June 1991..
 DW0672
 DW0672.The geoid height was determined by GEOID03.
 DW0672
 DW0672.The dynamic height is computed by dividing the NAVD 88
 DW0672.geopotential number by the normal gravity value computed on the
 DW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0672.degrees latitude (g = 980.6199 gals.).
 DW0672
 DW0672.The modeled gravity was interpolated from observed gravity values.
 DW0672
 DW0672;                    North         East    Units  Estimated Accuracy
 DW0672;SPC AZ W     -   296,600.      184,770.      MT  (+/- 180 meters Scaled)
 DW0672
 DW0672                          SUPERSEDED SURVEY CONTROL
 DW0672
 DW0672  NGVD 29 (??/??/??)  511.718  (m)         1678.86   (f) ADJUSTED    1 2
 DW0672
 DW0672.Superseded values are not recommended for survey control.
 DW0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0672.See file dsdata.txt to determine how the superseded data were derived.
 DW0672
 DW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT727299(NAD 83)
 DW0672_MARKER: DD = SURVEY DISK
 DW0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0672_SP_SET: HEADWALL
 DW0672_STAMPING: 1677.91 1546+50
 DW0672_MARK LOGO: AZHD  
 DW0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0672
 DW0672  HISTORY     - Date     Condition        Report By
 DW0672  HISTORY     - UNK      MONUMENTED       AZHD
 DW0672  HISTORY     - 1933     GOOD             NGS
 DW0672  HISTORY     - 1981     GOOD             NGS
 DW0672
 DW0672                          STATION DESCRIPTION
 DW0672
 DW0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0672'10.5 MI E FROM QUARTZSITE.
 DW0672'ABOUT 10.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0672'YUMA COUNTY, AT A 2-FOOT CONCRETE CULVERT, AND IN THE CENTER OF
 DW0672'THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0672'STANDARD DISK, STAMPED 1677.91 1546+50.
 DW0672
 DW0672                          STATION RECOVERY (1981)
 DW0672
 DW0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0672'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0672'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0672'ALONG GOLD NUGGET ROAD, THENCE 1.9 KM (1.2 MI) EAST ALONG OLD U.S.
 DW0672'HIGHWAY 60, SET IN THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL FOR A
 DW0672'2 X 2 FOOT BOX CULVERT, 70 PACES EAST OF THE TOP OF THE HIGHWAY GRADE,
 DW0672'4.5 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 DW0672'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0496 ***********************************************************************
 GQ0496  DESIGNATION -  167 DOR
 GQ0496  PID         -  GQ0496
 GQ0496  STATE/COUNTY-  AZ/MOHAVE
 GQ0496  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0496
 GQ0496                         *CURRENT SURVEY CONTROL
 GQ0496  ___________________________________________________________________
 GQ0496* NAD 83(1986)-  36 20 12.     (N)    113 37 18.     (W)     SCALED    
 GQ0496* NAVD 88     -      1804.298  (meters)    5919.60   (feet)  POSTED    
 GQ0496  ___________________________________________________________________
 GQ0496  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 GQ0496  DYNAMIC HT  -        1802.110 (meters)    5912.42  (feet)  COMP
 GQ0496  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 GQ0496
 GQ0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0496
 GQ0496.The horizontal coordinates were scaled from a topographic map and have
 GQ0496.an estimated accuracy of +/- 6 seconds.
 GQ0496
 GQ0496.The orthometric height was determined by differential leveling
 GQ0496.and adjusted by the National Geodetic Survey in 1992..
 GQ0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0496.rate of 0.0 thru 1.0 mm/km.
 GQ0496
 GQ0496.The geoid height was determined by GEOID03.
 GQ0496
 GQ0496.The dynamic height is computed by dividing the NAVD 88
 GQ0496.geopotential number by the normal gravity value computed on the
 GQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0496.degrees latitude (g = 980.6199 gals.).
 GQ0496
 GQ0496.The modeled gravity was interpolated from observed gravity values.
 GQ0496
 GQ0496;                    North         East    Units  Estimated Accuracy
 GQ0496;SPC AZ W     -   591,890.      224,880.      MT  (+/- 180 meters Scaled)
 GQ0496
 GQ0496                          SUPERSEDED SURVEY CONTROL
 GQ0496
 GQ0496.No superseded survey control is available for this station.
 GQ0496
 GQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF646244(NAD 83)
 GQ0496_MARKER: DB = BENCH MARK DISK
 GQ0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0496_SP_SET: COPPER-CLAD STEEL ROD
 GQ0496_STAMPING: 167 DOR 1970 5917
 GQ0496_MARK LOGO: USGS  
 GQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0496
 GQ0496  HISTORY     - Date     Condition        Report By
 GQ0496  HISTORY     - 1970     MONUMENTED       USGS
 GQ0496
 GQ0496                          STATION DESCRIPTION
 GQ0496
 GQ0496'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0496'112.5 KM (69.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0496'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0496'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0496'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0496'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 24.0 MILES SOUTHWEST TO THE
 GQ0496'TOP OF A RISE, 0.3 MILES SOUTHWEST OF A T-ROAD LEADING EAST TO MT.
 GQ0496'TRUMBULL, 36 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0496'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0071 ***********************************************************************
 CH0071  DESIGNATION -  1670.46
 CH0071  PID         -  CH0071
 CH0071  STATE/COUNTY-  AZ/PIMA
 CH0071  USGS QUAD   -  LUKEVILLE (1988)
 CH0071
 CH0071                         *CURRENT SURVEY CONTROL
 CH0071  ___________________________________________________________________
 CH0071* NAD 83(1986)-  31 56 57.     (N)    112 48 02.     (W)     SCALED    
 CH0071* NAVD 88     -       509.36   (+/-2cm)    1671.1    (feet)  VERTCON   
 CH0071  ___________________________________________________________________
 CH0071  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CH0071
 CH0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0071
 CH0071.The horizontal coordinates were scaled from a topographic map and have
 CH0071.an estimated accuracy of +/- 6 seconds.
 CH0071
 CH0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0071.The vertical order pertains to the NGVD 29 superseded value.
 CH0071
 CH0071.The geoid height was determined by GEOID03.
 CH0071
 CH0071;                    North         East    Units  Estimated Accuracy
 CH0071;SPC AZ C     -   105,570.      129,800.      MT  (+/- 180 meters Scaled)
 CH0071
 CH0071                          SUPERSEDED SURVEY CONTROL
 CH0071
 CH0071  NGVD 29 (??/??/92)  508.606  (m)         1668.65   (f) ADJ UNCH    1 2
 CH0071
 CH0071.Superseded values are not recommended for survey control.
 CH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0071.See file dsdata.txt to determine how the superseded data were derived.
 CH0071
 CH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA298362(NAD 83)
 CH0071_MARKER: DD = SURVEY DISK
 CH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0071_STAMPING: 1670.46 T1
 CH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0071+STABILITY: SURFACE MOTION
 CH0071
 CH0071  HISTORY     - Date     Condition        Report By
 CH0071  HISTORY     - UNK      MONUMENTED       USDA
 CH0071  HISTORY     - 1953     GOOD             NGS
 CH0071  HISTORY     - 1981     GOOD             NGS
 CH0071  HISTORY     - 19841129 GOOD             USGS
 CH0071  HISTORY     - 19941110 GOOD             USPSQD
 CH0071
 CH0071                          STATION DESCRIPTION
 CH0071
 CH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0071'5.1 MI N FROM LUKEVILLE.
 CH0071'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0071'LUKEVILLE, AT THE ORGAN PIPE CACTUS NATIONAL MONUMENT HEADQUARTERS,
 CH0071'173.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 153 1/2
 CH0071'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTHWEST OF THE
 CH0071'CENTER LINE OF THE HEADQUARTERS DRIVEWAY, 1.5 FEET NORTH OF A WITNESS
 CH0071'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CH0071'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CH0071
 CH0071                          STATION RECOVERY (1981)
 CH0071
 CH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0071'RECOVERED IN GOOD CONDITION.
 CH0071
 CH0071                          STATION RECOVERY (1984)
 CH0071
 CH0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (GAH)
 CH0071'RECOVERED IN GOOD CONDITION.
 CH0071
 CH0071                          STATION RECOVERY (1994)
 CH0071
 CH0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1525 ***********************************************************************
 CZ1525  DESIGNATION -  1676.24
 CZ1525  PID         -  CZ1525
 CZ1525  STATE/COUNTY-  AZ/PINAL
 CZ1525  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1525
 CZ1525                         *CURRENT SURVEY CONTROL
 CZ1525  ___________________________________________________________________
 CZ1525* NAD 83(1986)-  32 41 22.     (N)    111 27 28.     (W)     SCALED    
 CZ1525* NAVD 88     -       509.84   (+/-2cm)    1672.7    (feet)  VERTCON   
 CZ1525  ___________________________________________________________________
 CZ1525  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ1525
 CZ1525  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1525
 CZ1525.The horizontal coordinates were scaled from a topographic map and have
 CZ1525.an estimated accuracy of +/- 6 seconds.
 CZ1525
 CZ1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1525.The vertical order pertains to the NGVD 29 superseded value.
 CZ1525
 CZ1525.The geoid height was determined by GEOID03.
 CZ1525
 CZ1525;                    North         East    Units  Estimated Accuracy
 CZ1525;SPC AZ C     -   187,410.      256,390.      MT  (+/- 180 meters Scaled)
 CZ1525
 CZ1525                          SUPERSEDED SURVEY CONTROL
 CZ1525
 CZ1525  NGVD 29 (??/??/92)  509.264  (m)         1670.81   (f) ADJ UNCH    1 2
 CZ1525
 CZ1525.Superseded values are not recommended for survey control.
 CZ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1525.See file dsdata.txt to determine how the superseded data were derived.
 CZ1525
 CZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB570169(NAD 83)
 CZ1525_MARKER: DD = SURVEY DISK
 CZ1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1525_STAMPING: 1676.24
 CZ1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1525+STABILITY: SURFACE MOTION
 CZ1525
 CZ1525  HISTORY     - Date     Condition        Report By
 CZ1525  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1525  HISTORY     - 1975     GOOD             AZDT
 CZ1525
 CZ1525                          STATION DESCRIPTION
 CZ1525
 CZ1525'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1525'2.5 MI SE FROM PICACHO.
 CZ1525'AT MILEPOST 215.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M
 CZ1525'SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS CAP, SET IN
 CZ1525'AN 8 IN. CONCRETE POST, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0497 ***********************************************************************
 GQ0497  DESIGNATION -  168 DOR
 GQ0497  PID         -  GQ0497
 GQ0497  STATE/COUNTY-  AZ/MOHAVE
 GQ0497  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0497
 GQ0497                         *CURRENT SURVEY CONTROL
 GQ0497  ___________________________________________________________________
 GQ0497* NAD 83(1986)-  36 19 24.     (N)    113 37 01.     (W)     SCALED    
 GQ0497* NAVD 88     -      1772.657  (meters)    5815.79   (feet)  POSTED    
 GQ0497  ___________________________________________________________________
 GQ0497  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 GQ0497  DYNAMIC HT  -        1770.510 (meters)    5808.75  (feet)  COMP
 GQ0497  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 GQ0497
 GQ0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0497
 GQ0497.The horizontal coordinates were scaled from a topographic map and have
 GQ0497.an estimated accuracy of +/- 6 seconds.
 GQ0497
 GQ0497.The orthometric height was determined by differential leveling
 GQ0497.and adjusted by the National Geodetic Survey in 1992..
 GQ0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0497.rate of 0.0 thru 1.0 mm/km.
 GQ0497
 GQ0497.The geoid height was determined by GEOID03.
 GQ0497
 GQ0497.The dynamic height is computed by dividing the NAVD 88
 GQ0497.geopotential number by the normal gravity value computed on the
 GQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0497.degrees latitude (g = 980.6199 gals.).
 GQ0497
 GQ0497.The modeled gravity was interpolated from observed gravity values.
 GQ0497
 GQ0497;                    North         East    Units  Estimated Accuracy
 GQ0497;SPC AZ W     -   590,420.      225,310.      MT  (+/- 180 meters Scaled)
 GQ0497
 GQ0497                          SUPERSEDED SURVEY CONTROL
 GQ0497
 GQ0497.No superseded survey control is available for this station.
 GQ0497
 GQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF650229(NAD 83)
 GQ0497_MARKER: DB = BENCH MARK DISK
 GQ0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0497_SP_SET: COPPER-CLAD STEEL ROD
 GQ0497_STAMPING: 168 DOR 1970 5813
 GQ0497_MARK LOGO: USGS  
 GQ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0497
 GQ0497  HISTORY     - Date     Condition        Report By
 GQ0497  HISTORY     - 1970     MONUMENTED       USGS
 GQ0497
 GQ0497                          STATION DESCRIPTION
 GQ0497
 GQ0497'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0497'114.1 KM (70.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0497'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0497'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0497'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0497'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.0 MILES SOUTHWEST, 39 FEET
 GQ0497'EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0497'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0582 ***********************************************************************
 DU0582  DESIGNATION -  1680.92
 DU0582  PID         -  DU0582
 DU0582  STATE/COUNTY-  AZ/PINAL
 DU0582  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0582
 DU0582                         *CURRENT SURVEY CONTROL
 DU0582  ___________________________________________________________________
 DU0582* NAD 83(1986)-  33 24 54.     (N)    111 33 49.     (W)     SCALED    
 DU0582* NAVD 88     -       513.10   (+/-2cm)    1683.4    (feet)  VERTCON   
 DU0582  ___________________________________________________________________
 DU0582  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0582
 DU0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0582
 DU0582.The horizontal coordinates were scaled from a topographic map and have
 DU0582.an estimated accuracy of +/- 6 seconds.
 DU0582
 DU0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0582.The vertical order pertains to the NGVD 29 superseded value.
 DU0582
 DU0582.The geoid height was determined by GEOID03.
 DU0582
 DU0582;                    North         East    Units  Estimated Accuracy
 DU0582;SPC AZ C     -   267,830.      246,200.      MT  (+/- 180 meters Scaled)
 DU0582
 DU0582                          SUPERSEDED SURVEY CONTROL
 DU0582
 DU0582  NGVD 29 (??/??/92)  512.536  (m)         1681.55   (f) ADJ UNCH    1 2
 DU0582
 DU0582.Superseded values are not recommended for survey control.
 DU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0582.See file dsdata.txt to determine how the superseded data were derived.
 DU0582
 DU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB475974(NAD 83)
 DU0582_MARKER: DD = SURVEY DISK
 DU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0582_STAMPING: 1680.92 792.81
 DU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0582+STABILITY: SURFACE MOTION
 DU0582
 DU0582  HISTORY     - Date     Condition        Report By
 DU0582  HISTORY     - UNK      MONUMENTED       AZHD
 DU0582  HISTORY     - 1948     GOOD             NGS
 DU0582  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0582
 DU0582                          STATION DESCRIPTION
 DU0582
 DU0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0582'0.8 MI W FROM APACHE JUNCTION.
 DU0582'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0582'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.5 FEET SOUTHWEST
 DU0582'OF MILEPOST NO. 195, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DU0582'INCHES.
 DU0582
 DU0582                          STATION RECOVERY (1981)
 DU0582
 DU0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0582'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0583 ***********************************************************************
 DU0583  DESIGNATION -  1681.16
 DU0583  PID         -  DU0583
 DU0583  STATE/COUNTY-  AZ/PINAL
 DU0583  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0583
 DU0583                         *CURRENT SURVEY CONTROL
 DU0583  ___________________________________________________________________
 DU0583* NAD 83(1986)-  33 24 54.     (N)    111 33 54.     (W)     SCALED    
 DU0583* NAVD 88     -       513.17   (+/-2cm)    1683.6    (feet)  VERTCON   
 DU0583  ___________________________________________________________________
 DU0583  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0583
 DU0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0583
 DU0583.The horizontal coordinates were scaled from a topographic map and have
 DU0583.an estimated accuracy of +/- 6 seconds.
 DU0583
 DU0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0583.The vertical order pertains to the NGVD 29 superseded value.
 DU0583
 DU0583.The geoid height was determined by GEOID03.
 DU0583
 DU0583;                    North         East    Units  Estimated Accuracy
 DU0583;SPC AZ C     -   267,830.      246,070.      MT  (+/- 180 meters Scaled)
 DU0583
 DU0583                          SUPERSEDED SURVEY CONTROL
 DU0583
 DU0583  NGVD 29 (??/??/92)  512.606  (m)         1681.77   (f) ADJ UNCH    1 2
 DU0583
 DU0583.Superseded values are not recommended for survey control.
 DU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0583.See file dsdata.txt to determine how the superseded data were derived.
 DU0583
 DU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB474974(NAD 83)
 DU0583_MARKER: DD = SURVEY DISK
 DU0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0583_STAMPING: 1681.16 791.81
 DU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0583+STABILITY: SURFACE MOTION
 DU0583
 DU0583  HISTORY     - Date     Condition        Report By
 DU0583  HISTORY     - UNK      MONUMENTED       AZHD
 DU0583  HISTORY     - 1948     GOOD             NGS
 DU0583  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0583
 DU0583                          STATION DESCRIPTION
 DU0583
 DU0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0583'0.8 MI W FROM APACHE JUNCTION.
 DU0583'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0583'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0583'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0583
 DU0583                          STATION RECOVERY (1981)
 DU0583
 DU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0583'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0584 ***********************************************************************
 DU0584  DESIGNATION -  1681.74
 DU0584  PID         -  DU0584
 DU0584  STATE/COUNTY-  AZ/PINAL
 DU0584  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0584
 DU0584                         *CURRENT SURVEY CONTROL
 DU0584  ___________________________________________________________________
 DU0584* NAD 83(1986)-  33 24 54.     (N)    111 33 54.     (W)     SCALED    
 DU0584* NAVD 88     -       513.35   (+/-2cm)    1684.2    (feet)  VERTCON   
 DU0584  ___________________________________________________________________
 DU0584  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0584
 DU0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0584
 DU0584.The horizontal coordinates were scaled from a topographic map and have
 DU0584.an estimated accuracy of +/- 6 seconds.
 DU0584
 DU0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0584.The vertical order pertains to the NGVD 29 superseded value.
 DU0584
 DU0584.The geoid height was determined by GEOID03.
 DU0584
 DU0584;                    North         East    Units  Estimated Accuracy
 DU0584;SPC AZ C     -   267,830.      246,070.      MT  (+/- 180 meters Scaled)
 DU0584
 DU0584                          SUPERSEDED SURVEY CONTROL
 DU0584
 DU0584  NGVD 29 (??/??/92)  512.787  (m)         1682.37   (f) ADJ UNCH    1 2
 DU0584
 DU0584.Superseded values are not recommended for survey control.
 DU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0584.See file dsdata.txt to determine how the superseded data were derived.
 DU0584
 DU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB474974(NAD 83)
 DU0584_MARKER: DD = SURVEY DISK
 DU0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0584_STAMPING: 1681.74 791.81
 DU0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0584+STABILITY: SURFACE MOTION
 DU0584
 DU0584  HISTORY     - Date     Condition        Report By
 DU0584  HISTORY     - UNK      MONUMENTED       AZHD
 DU0584  HISTORY     - 1948     GOOD             NGS
 DU0584  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0584
 DU0584                          STATION DESCRIPTION
 DU0584
 DU0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0584'0.8 MI W FROM APACHE JUNCTION.
 DU0584'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0584'46.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0584'CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0584
 DU0584                          STATION RECOVERY (1981)
 DU0584
 DU0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0584'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1171 ***********************************************************************
 DV1171  DESIGNATION -  1681.83
 DV1171  PID         -  DV1171
 DV1171  STATE/COUNTY-  AZ/LA PAZ
 DV1171  USGS QUAD   -  HOPE (1990)
 DV1171
 DV1171                         *CURRENT SURVEY CONTROL
 DV1171  ___________________________________________________________________
 DV1171* NAD 83(1986)-  33 43 35.     (N)    113 41 04.     (W)     SCALED    
 DV1171* NAVD 88     -       513.62   (+/-2cm)    1685.1    (feet)  VERTCON   
 DV1171  ___________________________________________________________________
 DV1171  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1171
 DV1171  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1171
 DV1171.The horizontal coordinates were scaled from a topographic map and have
 DV1171.an estimated accuracy of +/- 6 seconds.
 DV1171
 DV1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1171.The vertical order pertains to the NGVD 29 superseded value.
 DV1171
 DV1171.The geoid height was determined by GEOID03.
 DV1171
 DV1171;                    North         East    Units  Estimated Accuracy
 DV1171;SPC AZ W     -   302,320.      219,440.      MT  (+/- 180 meters Scaled)
 DV1171
 DV1171                          SUPERSEDED SURVEY CONTROL
 DV1171
 DV1171  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    1 2
 DV1171
 DV1171.Superseded values are not recommended for survey control.
 DV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1171.See file dsdata.txt to determine how the superseded data were derived.
 DV1171
 DV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC512350(NAD 83)
 DV1171_MARKER: DD = SURVEY DISK
 DV1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1171_SP_SET: CURB
 DV1171_STAMPING: 1681.83 217+30
 DV1171_MARK LOGO: AZHD  
 DV1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1171
 DV1171  HISTORY     - Date     Condition        Report By
 DV1171  HISTORY     - UNK      MONUMENTED       AZHD
 DV1171  HISTORY     - 1948     GOOD             NGS
 DV1171  HISTORY     - 1981     POOR             NGS
 DV1171
 DV1171                          STATION DESCRIPTION
 DV1171
 DV1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1171'5.7 MI SW FROM SALOME.
 DV1171'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY,
 DV1171'1.1 MILES EAST OF HOPE AT STATION 217+30, AT A CONCRETE BRIDGE, 2 FEET
 DV1171'WEST OF THE FIRST POST WEST OF THE EAST END OF THE SOUTH RAIL, AND IN
 DV1171'THE CURB.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DV1171'1681.83 217+30.
 DV1171
 DV1171                          STATION RECOVERY (1981)
 DV1171
 DV1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1171'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0581 ***********************************************************************
 DU0581  DESIGNATION -  1682.05
 DU0581  PID         -  DU0581
 DU0581  STATE/COUNTY-  AZ/PINAL
 DU0581  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0581
 DU0581                         *CURRENT SURVEY CONTROL
 DU0581  ___________________________________________________________________
 DU0581* NAD 83(1986)-  33 24 54.     (N)    111 33 48.     (W)     SCALED    
 DU0581* NAVD 88     -       513.44   (+/-2cm)    1684.5    (feet)  VERTCON   
 DU0581  ___________________________________________________________________
 DU0581  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0581
 DU0581  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0581
 DU0581.The horizontal coordinates were scaled from a topographic map and have
 DU0581.an estimated accuracy of +/- 6 seconds.
 DU0581
 DU0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0581.The vertical order pertains to the NGVD 29 superseded value.
 DU0581
 DU0581.The geoid height was determined by GEOID03.
 DU0581
 DU0581;                    North         East    Units  Estimated Accuracy
 DU0581;SPC AZ C     -   267,830.      246,220.      MT  (+/- 180 meters Scaled)
 DU0581
 DU0581                          SUPERSEDED SURVEY CONTROL
 DU0581
 DU0581  NGVD 29 (??/??/92)  512.876  (m)         1682.66   (f) ADJ UNCH    1 2
 DU0581
 DU0581.Superseded values are not recommended for survey control.
 DU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0581.See file dsdata.txt to determine how the superseded data were derived.
 DU0581
 DU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB476974(NAD 83)
 DU0581_MARKER: DD = SURVEY DISK
 DU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0581_STAMPING: 1682.05 792.81
 DU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0581+STABILITY: SURFACE MOTION
 DU0581
 DU0581  HISTORY     - Date     Condition        Report By
 DU0581  HISTORY     - UNK      MONUMENTED       AZHD
 DU0581  HISTORY     - 1948     GOOD             NGS
 DU0581  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0581
 DU0581                          STATION DESCRIPTION
 DU0581
 DU0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0581'0.8 MI W FROM APACHE JUNCTION.
 DU0581'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0581'46.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0581'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF
 DU0581'THE HIGHWAY.
 DU0581
 DU0581                          STATION RECOVERY (1981)
 DU0581
 DU0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0581'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0580 ***********************************************************************
 DU0580  DESIGNATION -  1685.99
 DU0580  PID         -  DU0580
 DU0580  STATE/COUNTY-  AZ/PINAL
 DU0580  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0580
 DU0580                         *CURRENT SURVEY CONTROL
 DU0580  ___________________________________________________________________
 DU0580* NAD 83(1986)-  33 24 54.     (N)    111 33 42.     (W)     SCALED    
 DU0580* NAVD 88     -       514.669  (meters)    1688.54   (feet)  ADJUSTED  
 DU0580  ___________________________________________________________________
 DU0580  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU0580  DYNAMIC HT  -         514.042 (meters)    1686.49  (feet)  COMP
 DU0580  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 DU0580
 DU0580  VERT ORDER  -  FIRST     CLASS II
 DU0580
 DU0580.The horizontal coordinates were scaled from a topographic map and have
 DU0580.an estimated accuracy of +/- 6 seconds.
 DU0580
 DU0580.The orthometric height was determined by differential leveling
 DU0580.and adjusted by the National Geodetic Survey in June 1991..
 DU0580
 DU0580.The geoid height was determined by GEOID03.
 DU0580
 DU0580.The dynamic height is computed by dividing the NAVD 88
 DU0580.geopotential number by the normal gravity value computed on the
 DU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0580.degrees latitude (g = 980.6199 gals.).
 DU0580
 DU0580.The modeled gravity was interpolated from observed gravity values.
 DU0580
 DU0580;                    North         East    Units  Estimated Accuracy
 DU0580;SPC AZ C     -   267,830.      246,380.      MT  (+/- 180 meters Scaled)
 DU0580
 DU0580                          SUPERSEDED SURVEY CONTROL
 DU0580
 DU0580  NGVD 29 (??/??/92)  514.084  (m)         1686.62   (f) ADJ UNCH    1 2
 DU0580
 DU0580.Superseded values are not recommended for survey control.
 DU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0580.See file dsdata.txt to determine how the superseded data were derived.
 DU0580
 DU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB477974(NAD 83)
 DU0580_MARKER: DD = SURVEY DISK
 DU0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0580_SP_SET: ABUTMENT
 DU0580_STAMPING: 1685.99 797.41
 DU0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0580
 DU0580  HISTORY     - Date     Condition        Report By
 DU0580  HISTORY     - UNK      MONUMENTED       AZHD
 DU0580  HISTORY     - 1948     GOOD             NGS
 DU0580  HISTORY     - 1967     GOOD             NGS
 DU0580  HISTORY     - 1981     GOOD             NGS
 DU0580  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0580  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0580
 DU0580                          STATION DESCRIPTION
 DU0580
 DU0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0580'0.7 MI W FROM APACHE JUNCTION.
 DU0580'ABOUT 0.7 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0580'21.1 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP
 DU0580'AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0580'SMALL WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0580
 DU0580                          STATION RECOVERY (1967)
 DU0580
 DU0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0580'RECOVERED IN GOOD CONDITION.
 DU0580
 DU0580                          STATION RECOVERY (1981)
 DU0580
 DU0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0580'1.3 KILOMETERS (0.85 MILE) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0580'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTIN, IN
 DU0580'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0580'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0580'EAST OF IRONWOOD STREET AND 5.6 METERS (18.5 FEET) NORTH OF THE
 DU0580'NORTH CENTERLINE OF THE EASTBOUND HIGHWAY LANES.
 DU0580'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0580
 DU0580                          STATION RECOVERY (1999)
 DU0580
 DU0580'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0580'MARK NOT FOUND.
 DU0580
 DU0580                          STATION RECOVERY (2006)
 DU0580
 DU0580'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0580'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0580'HAVE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1527 ***********************************************************************
 CZ1527  DESIGNATION -  1687.28
 CZ1527  PID         -  CZ1527
 CZ1527  STATE/COUNTY-  AZ/PINAL
 CZ1527  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1527
 CZ1527                         *CURRENT SURVEY CONTROL
 CZ1527  ___________________________________________________________________
 CZ1527* NAD 83(1986)-  32 41 12.     (N)    111 27 12.     (W)     SCALED    
 CZ1527* NAVD 88     -       513.46   (+/-2cm)    1684.6    (feet)  VERTCON   
 CZ1527  ___________________________________________________________________
 CZ1527  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ1527
 CZ1527  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1527
 CZ1527.The horizontal coordinates were scaled from a topographic map and have
 CZ1527.an estimated accuracy of +/- 6 seconds.
 CZ1527
 CZ1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1527.The vertical order pertains to the NGVD 29 superseded value.
 CZ1527
 CZ1527.The geoid height was determined by GEOID03.
 CZ1527
 CZ1527;                    North         East    Units  Estimated Accuracy
 CZ1527;SPC AZ C     -   187,100.      256,810.      MT  (+/- 180 meters Scaled)
 CZ1527
 CZ1527                          SUPERSEDED SURVEY CONTROL
 CZ1527
 CZ1527  NGVD 29 (??/??/92)  512.888  (m)         1682.70   (f) ADJ UNCH    1 2
 CZ1527
 CZ1527.Superseded values are not recommended for survey control.
 CZ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1527.See file dsdata.txt to determine how the superseded data were derived.
 CZ1527
 CZ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB575166(NAD 83)
 CZ1527_MARKER: DD = SURVEY DISK
 CZ1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1527_STAMPING: 1687.28
 CZ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1527+STABILITY: SURFACE MOTION
 CZ1527
 CZ1527  HISTORY     - Date     Condition        Report By
 CZ1527  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1527  HISTORY     - 1975     GOOD             AZDT
 CZ1527
 CZ1527                          STATION DESCRIPTION
 CZ1527
 CZ1527'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1527'2.95 MI SE FROM PICACHO.
 CZ1527'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.4 MILES AND TO
 CZ1527'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1527'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1527'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0498 ***********************************************************************
 GQ0498  DESIGNATION -  169 DOR
 GQ0498  PID         -  GQ0498
 GQ0498  STATE/COUNTY-  AZ/MOHAVE
 GQ0498  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0498
 GQ0498                         *CURRENT SURVEY CONTROL
 GQ0498  ___________________________________________________________________
 GQ0498* NAD 83(1986)-  36 18 33.     (N)    113 36 45.     (W)     SCALED    
 GQ0498* NAVD 88     -      1757.530  (meters)    5766.16   (feet)  POSTED    
 GQ0498  ___________________________________________________________________
 GQ0498  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 GQ0498  DYNAMIC HT  -        1755.400 (meters)    5759.17  (feet)  COMP
 GQ0498  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 GQ0498
 GQ0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0498
 GQ0498.The horizontal coordinates were scaled from a topographic map and have
 GQ0498.an estimated accuracy of +/- 6 seconds.
 GQ0498
 GQ0498.The orthometric height was determined by differential leveling
 GQ0498.and adjusted by the National Geodetic Survey in 1992..
 GQ0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0498.rate of 0.0 thru 1.0 mm/km.
 GQ0498
 GQ0498.The geoid height was determined by GEOID03.
 GQ0498
 GQ0498.The dynamic height is computed by dividing the NAVD 88
 GQ0498.geopotential number by the normal gravity value computed on the
 GQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0498.degrees latitude (g = 980.6199 gals.).
 GQ0498
 GQ0498.The modeled gravity was interpolated from observed gravity values.
 GQ0498
 GQ0498;                    North         East    Units  Estimated Accuracy
 GQ0498;SPC AZ W     -   588,840.      225,710.      MT  (+/- 180 meters Scaled)
 GQ0498
 GQ0498                          SUPERSEDED SURVEY CONTROL
 GQ0498
 GQ0498.No superseded survey control is available for this station.
 GQ0498
 GQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF654214(NAD 83)
 GQ0498_MARKER: DB = BENCH MARK DISK
 GQ0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0498_SP_SET: COPPER-CLAD STEEL ROD
 GQ0498_STAMPING: 169 DOR 1970 5763
 GQ0498_MARK LOGO: USGS  
 GQ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0498
 GQ0498  HISTORY     - Date     Condition        Report By
 GQ0498  HISTORY     - 1970     MONUMENTED       USGS
 GQ0498
 GQ0498                          STATION DESCRIPTION
 GQ0498
 GQ0498'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0498'115.7 KM (71.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0498'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0498'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0498'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0498'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0498'PIGEON CANYON ROAD, THENCE 0.2 MILES SOUTHWEST TO A TEST PLOT AT A
 GQ0498'Y-ROAD JUNCTION, 0.1 MILE SOUTHWEST OF A USGLO BRASS CAP STAMPED T34N
 GQ0498'R13W S30 S29 S31 S32 1926, 90 FEET WEST OF THE ROAD, 18 FEET SOUTH OF
 GQ0498'THE NORTHEAST CORNER OF A 100 BY 100 YARD TEST PLOT, 0.5 FEET EAST OF
 GQ0498'THE TEST PLOT FENCE.  ROD DEPTH UNKNOWN.
 GQ0498'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
 GQ0498'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0579 ***********************************************************************
 DU0579  DESIGNATION -  1693.94
 DU0579  PID         -  DU0579
 DU0579  STATE/COUNTY-  AZ/PINAL
 DU0579  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0579
 DU0579                         *CURRENT SURVEY CONTROL
 DU0579  ___________________________________________________________________
 DU0579* NAD 83(1986)-  33 24 54.     (N)    111 33 28.     (W)     SCALED    
 DU0579* NAVD 88     -       517.091  (meters)    1696.49   (feet)  ADJUSTED  
 DU0579  ___________________________________________________________________
 DU0579  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU0579  DYNAMIC HT  -         516.461 (meters)    1694.42  (feet)  COMP
 DU0579  MODELED GRAV-     979,402.6   (mgal)                       NAVD 88
 DU0579
 DU0579  VERT ORDER  -  FIRST     CLASS II
 DU0579
 DU0579.The horizontal coordinates were scaled from a topographic map and have
 DU0579.an estimated accuracy of +/- 6 seconds.
 DU0579
 DU0579.The orthometric height was determined by differential leveling
 DU0579.and adjusted by the National Geodetic Survey in June 1991..
 DU0579
 DU0579.The geoid height was determined by GEOID03.
 DU0579
 DU0579.The dynamic height is computed by dividing the NAVD 88
 DU0579.geopotential number by the normal gravity value computed on the
 DU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0579.degrees latitude (g = 980.6199 gals.).
 DU0579
 DU0579.The modeled gravity was interpolated from observed gravity values.
 DU0579
 DU0579;                    North         East    Units  Estimated Accuracy
 DU0579;SPC AZ C     -   267,830.      246,740.      MT  (+/- 180 meters Scaled)
 DU0579
 DU0579                          SUPERSEDED SURVEY CONTROL
 DU0579
 DU0579  NGVD 29 (??/??/92)  516.507  (m)         1694.57   (f) ADJ UNCH    1 2
 DU0579
 DU0579.Superseded values are not recommended for survey control.
 DU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0579.See file dsdata.txt to determine how the superseded data were derived.
 DU0579
 DU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB481974(NAD 83)
 DU0579_MARKER: DD = SURVEY DISK
 DU0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0579_SP_SET: ABUTMENT
 DU0579_STAMPING: 1693.94
 DU0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0579
 DU0579  HISTORY     - Date     Condition        Report By
 DU0579  HISTORY     - UNK      MONUMENTED       AZHD
 DU0579  HISTORY     - 1948     GOOD             NGS
 DU0579  HISTORY     - 1981     GOOD             NGS
 DU0579  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0579  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0579
 DU0579                          STATION DESCRIPTION
 DU0579
 DU0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0579'0.4 MI W FROM APACHE JUNCTION.
 DU0579'0.4 MILE WEST ALONG STATE HIGHWAY 60, 70, AND 80 FROM APACHE JUNCTION,
 DU0579'AT A CULVERT, AND 20.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 DU0579'STANDARD AHD DISK SET IN THE TOP OF THE NORTH CONCRETE ABUTMENT.
 DU0579
 DU0579                          STATION RECOVERY (1981)
 DU0579
 DU0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0579'1.0 KILOMETER (0.6 MILE) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0579'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION,
 DU0579'IN TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER
 DU0579'(5X3 FOOT) BOX CULVERT WITH A WOODEN HEADWALL, 0.1 KILOMETER (0.05
 DU0579'MILE) WEST OF THUNDERBIRD ROAD, AND 6.5 METERS (21.5 FEET) NORTH OF
 DU0579'THE CENTERLINE OF THE EASTBOUND HIGHWAY LANES.
 DU0579'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 DU0579
 DU0579                          STATION RECOVERY (1999)
 DU0579
 DU0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0579'MARK NOT FOUND.
 DU0579
 DU0579                          STATION RECOVERY (2006)
 DU0579
 DU0579'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0579'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0579'HAVE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1515 ***********************************************************************
 DU1515  DESIGNATION -  1695.39
 DU1515  PID         -  DU1515
 DU1515  STATE/COUNTY-  AZ/PINAL
 DU1515  USGS QUAD   -  GOLDFIELD (1981)
 DU1515
 DU1515                         *CURRENT SURVEY CONTROL
 DU1515  ___________________________________________________________________
 DU1515* NAD 83(1986)-  33 23 06.     (N)    111 29 50.     (W)     SCALED    
 DU1515* NAVD 88     -       517.47   (+/-2cm)    1697.7    (feet)  VERTCON   
 DU1515  ___________________________________________________________________
 DU1515  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU1515
 DU1515  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1515
 DU1515.The horizontal coordinates were scaled from a topographic map and have
 DU1515.an estimated accuracy of +/- 6 seconds.
 DU1515
 DU1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1515.The vertical order pertains to the NGVD 29 superseded value.
 DU1515
 DU1515.The geoid height was determined by GEOID03.
 DU1515
 DU1515;                    North         East    Units  Estimated Accuracy
 DU1515;SPC AZ C     -   264,530.      252,380.      MT  (+/- 180 meters Scaled)
 DU1515
 DU1515                          SUPERSEDED SURVEY CONTROL
 DU1515
 DU1515  NGVD 29 (??/??/92)  516.895  (m)         1695.85   (f) ADJ UNCH    1 1
 DU1515
 DU1515.Superseded values are not recommended for survey control.
 DU1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1515.See file dsdata.txt to determine how the superseded data were derived.
 DU1515
 DU1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB537940(NAD 83)
 DU1515_MARKER: DD = SURVEY DISK
 DU1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1515_SP_SET: CULVERT
 DU1515_STAMPING: 1695.39 1031+55
 DU1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1515
 DU1515  HISTORY     - Date     Condition        Report By
 DU1515  HISTORY     - UNK      MONUMENTED       AZHD
 DU1515  HISTORY     - 1975     GOOD             AZDT
 DU1515  HISTORY     - 1975     GOOD             AZDT
 DU1515
 DU1515                          STATION DESCRIPTION
 DU1515
 DU1515'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1515'2.75 MI SE FROM PALM SPRINGS.
 DU1515'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.5
 DU1515'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1515'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1515'HEADWALL.  3.7 MI SE OF APACHE JUNCTION.
 DU1515
 DU1515                          STATION RECOVERY (1975)
 DU1515
 DU1515'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1515'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.5
 DU1515'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1515'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1515'HEADWALL.  3.7 MI SE OF APACHE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0039 ***********************************************************************
 CZ0039  DESIGNATION -  169+55.84
 CZ0039  PID         -  CZ0039
 CZ0039  STATE/COUNTY-  AZ/PIMA
 CZ0039  USGS QUAD   -  TUCSON (1992)
 CZ0039
 CZ0039                         *CURRENT SURVEY CONTROL
 CZ0039  ___________________________________________________________________
 CZ0039* NAD 83(1986)-  32 13 58.     (N)    110 59 01.     (W)     SCALED    
 CZ0039* NAVD 88     -       710.15   (+/-2cm)    2329.9    (feet)  VERTCON   
 CZ0039  ___________________________________________________________________
 CZ0039  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0039
 CZ0039  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0039
 CZ0039.The horizontal coordinates were scaled from a topographic map and have
 CZ0039.an estimated accuracy of +/- 6 seconds.
 CZ0039
 CZ0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0039.The vertical order pertains to the NGVD 29 superseded value.
 CZ0039
 CZ0039.The geoid height was determined by GEOID03.
 CZ0039
 CZ0039;                    North         East    Units  Estimated Accuracy
 CZ0039;SPC AZ C     -   137,060.      301,300.      MT  (+/- 180 meters Scaled)
 CZ0039
 CZ0039                          SUPERSEDED SURVEY CONTROL
 CZ0039
 CZ0039  NGVD 29 (??/??/92)  709.481  (m)         2327.69   (f) ADJ UNCH    1 2
 CZ0039
 CZ0039.Superseded values are not recommended for survey control.
 CZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0039.See file dsdata.txt to determine how the superseded data were derived.
 CZ0039
 CZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015662(NAD 83)
 CZ0039_MARKER: DD = SURVEY DISK
 CZ0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0039_SP_SET: CULVERT
 CZ0039_STAMPING: 2328.50 1951 SB 169+55.84
 CZ0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0039
 CZ0039  HISTORY     - Date     Condition        Report By
 CZ0039  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0039  HISTORY     - 1951     GOOD             NGS
 CZ0039  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0039
 CZ0039                          STATION DESCRIPTION
 CZ0039
 CZ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0039'1.7 MI NW FROM TUCSON.
 CZ0039'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0039'STATION AT TUCSON, THENCE 0.8 MILE NORTH ALONG TUCSON ACCESS FREEWAY,
 CZ0039'0.3 MILE NORTHWEST OF INTERSECTION OF TUCSON ACCESS FREEWAY AND ST.
 CZ0039'MARYS ROAD, 0.2 MILE SOUTHEAST OF INTERSECTION OF TUCSON ACCESS
 CZ0039'FREEWAY WITH W. SPEEDWAY, AT A POINT WHERE AN EAST-WEST POWERLINE
 CZ0039'CROSSES THE HIGHWAY, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST
 CZ0039'HEADWALL OF A CONCRETE HIGHWAY CULVERT, 23 1/2 FEET WEST OF THE
 CZ0039'HIGHWAY CENTERLINE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0039
 CZ0039                          STATION RECOVERY (1980)
 CZ0039
 CZ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0039'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE BENCH MARK WAS
 CZ0039'DESCRIBED AS LEVEL WITH THE HIGHWAY. NO HEADWALL COULD BE FOUND
 CZ0039'LEVEL WITH THE HIGHWAY.  OTHER HEADWALLS FOUND WITH DISKS HAD 1966
 CZ0039'STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0920 ***********************************************************************
 DV0920  DESIGNATION -  1697
 DV0920  PID         -  DV0920
 DV0920  STATE/COUNTY-  AZ/MARICOPA
 DV0920  USGS QUAD   -  WITTMANN (1981)
 DV0920
 DV0920                         *CURRENT SURVEY CONTROL
 DV0920  ___________________________________________________________________
 DV0920* NAD 83(1986)-  33 46 49.     (N)    112 31 50.     (W)     SCALED    
 DV0920* NAVD 88     -       517.437  (meters)    1697.62   (feet)  POSTED    
 DV0920  ___________________________________________________________________
 DV0920  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0920  DYNAMIC HT  -         516.820 (meters)    1695.60  (feet)  COMP
 DV0920  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 DV0920
 DV0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0920
 DV0920.The horizontal coordinates were scaled from a topographic map and have
 DV0920.an estimated accuracy of +/- 6 seconds.
 DV0920
 DV0920.The orthometric height was determined by differential leveling
 DV0920.and adjusted by the National Geodetic Survey in November 2005..
 DV0920.No vertical observational check was made to the station.
 DV0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0920.was located on a no-check spur therefore a value was not computed.
 DV0920
 DV0920.The geoid height was determined by GEOID03.
 DV0920
 DV0920.The dynamic height is computed by dividing the NAVD 88
 DV0920.geopotential number by the normal gravity value computed on the
 DV0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0920.degrees latitude (g = 980.6199 gals.).
 DV0920
 DV0920.The modeled gravity was interpolated from observed gravity values.
 DV0920
 DV0920;                    North         East    Units  Estimated Accuracy
 DV0920;SPC AZ C     -   308,450.      156,510.      MT  (+/- 180 meters Scaled)
 DV0920
 DV0920                          SUPERSEDED SURVEY CONTROL
 DV0920
 DV0920  NGVD 29 (??/??/92)  516.918  (m)         1695.92   (f) ADJ UNCH    2 0
 DV0920
 DV0920.Superseded values are not recommended for survey control.
 DV0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0920.See file dsdata.txt to determine how the superseded data were derived.
 DV0920
 DV0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC582388(NAD 83)
 DV0920_MARKER: P = PIPE CAP
 DV0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0920_STAMPING: 1697 PHNX
 DV0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0920
 DV0920  HISTORY     - Date     Condition        Report By
 DV0920  HISTORY     - UNK      MONUMENTED       USGS
 DV0920  HISTORY     - 1939     GOOD             NGS
 DV0920
 DV0920                          STATION DESCRIPTION
 DV0920
 DV0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0920'7.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0920'7.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0920'FROM HOT SPRINGS JUNCTION, AT THE SIDING AT WITTMANN, 450 FEET
 DV0920'NORTHWEST OF THE STATION BOOTH, 200 FEET NORTHWEST OF CULVERT E 158,
 DV0920'AND 75 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 DV0920'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1697 PHNX AND RIVETED ON THE
 DV0920'TOP OF A 3-1/2 IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1495 ***********************************************************************
 DU1495  DESIGNATION -  1698.19
 DU1495  PID         -  DU1495
 DU1495  STATE/COUNTY-  AZ/PINAL
 DU1495  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1495
 DU1495                         *CURRENT SURVEY CONTROL
 DU1495  ___________________________________________________________________
 DU1495* NAD 83(1986)-  33 23 18.     (N)    111 30 20.     (W)     SCALED    
 DU1495* NAVD 88     -       518.34   (+/-2cm)    1700.6    (feet)  VERTCON   
 DU1495  ___________________________________________________________________
 DU1495  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1495
 DU1495  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1495
 DU1495.The horizontal coordinates were scaled from a topographic map and have
 DU1495.an estimated accuracy of +/- 6 seconds.
 DU1495
 DU1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1495.The vertical order pertains to the NGVD 29 superseded value.
 DU1495
 DU1495.The geoid height was determined by GEOID03.
 DU1495
 DU1495;                    North         East    Units  Estimated Accuracy
 DU1495;SPC AZ C     -   264,890.      251,610.      MT  (+/- 180 meters Scaled)
 DU1495
 DU1495                          SUPERSEDED SURVEY CONTROL
 DU1495
 DU1495  NGVD 29 (??/??/92)  517.767  (m)         1698.71   (f) ADJ UNCH    1 1
 DU1495
 DU1495.Superseded values are not recommended for survey control.
 DU1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1495.See file dsdata.txt to determine how the superseded data were derived.
 DU1495
 DU1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB529944(NAD 83)
 DU1495_MARKER: DD = SURVEY DISK
 DU1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1495_SP_SET: CULVERT
 DU1495_STAMPING: 1698.19 997+09
 DU1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1495
 DU1495  HISTORY     - Date     Condition        Report By
 DU1495  HISTORY     - UNK      MONUMENTED       AZHD
 DU1495  HISTORY     - 1975     GOOD             AZDT
 DU1495  HISTORY     - 1975     GOOD             AZDT
 DU1495
 DU1495                          STATION DESCRIPTION
 DU1495
 DU1495'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1495'2.2 MI SE FROM PALM SPRINGS.
 DU1495'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1495'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL SOUTH OF
 DU1495'THE EASTBOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1495'HEADWALL.
 DU1495
 DU1495                          STATION RECOVERY (1975)
 DU1495
 DU1495'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1495'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1495'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL SOUTH OF
 DU1495'THE EASTBOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1495'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1514 ***********************************************************************
 DU1514  DESIGNATION -  1698.66
 DU1514  PID         -  DU1514
 DU1514  STATE/COUNTY-  AZ/PINAL
 DU1514  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1514
 DU1514                         *CURRENT SURVEY CONTROL
 DU1514  ___________________________________________________________________
 DU1514* NAD 83(1986)-  33 23 12.     (N)    111 30 02.     (W)     SCALED    
 DU1514* NAVD 88     -       518.32   (+/-2cm)    1700.5    (feet)  VERTCON   
 DU1514  ___________________________________________________________________
 DU1514  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU1514
 DU1514  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1514
 DU1514.The horizontal coordinates were scaled from a topographic map and have
 DU1514.an estimated accuracy of +/- 6 seconds.
 DU1514
 DU1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1514.The vertical order pertains to the NGVD 29 superseded value.
 DU1514
 DU1514.The geoid height was determined by GEOID03.
 DU1514
 DU1514;                    North         East    Units  Estimated Accuracy
 DU1514;SPC AZ C     -   264,710.      252,070.      MT  (+/- 180 meters Scaled)
 DU1514
 DU1514                          SUPERSEDED SURVEY CONTROL
 DU1514
 DU1514  NGVD 29 (??/??/92)  517.741  (m)         1698.62   (f) ADJ UNCH    1 1
 DU1514
 DU1514.Superseded values are not recommended for survey control.
 DU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1514.See file dsdata.txt to determine how the superseded data were derived.
 DU1514
 DU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB534942(NAD 83)
 DU1514_MARKER: DD = SURVEY DISK
 DU1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1514_SP_SET: BRIDGE
 DU1514_STAMPING: 1698.16 1021+00
 DU1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1514
 DU1514  HISTORY     - Date     Condition        Report By
 DU1514  HISTORY     - UNK      MONUMENTED       AZHD
 DU1514  HISTORY     - 1975     GOOD             AZDT
 DU1514  HISTORY     - 1975     GOOD             AZDT
 DU1514
 DU1514                          STATION DESCRIPTION
 DU1514
 DU1514'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1514'2.55 MI SE FROM PALM SPRINGS.
 DU1514'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1514'MILES AND TO THE STATION ON THE LEFT.  ON THE MIDDLE OF THE NORTH SIDE
 DU1514'OF A BRIDGE, NORTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN
 DU1514'THE CENTER OF THE NORTH SIDE OF A BRIDGE.
 DU1514
 DU1514                          STATION RECOVERY (1975)
 DU1514
 DU1514'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1514'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1514'MILES AND TO THE STATION ON THE LEFT.  ON THE MIDDLE OF THE NORTH SIDE
 DU1514'OF A BRIDGE, NORTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN
 DU1514'THE CENTER OF THE NORTH SIDE OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1528 ***********************************************************************
 CZ1528  DESIGNATION -  1699.19
 CZ1528  PID         -  CZ1528
 CZ1528  STATE/COUNTY-  AZ/PINAL
 CZ1528  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1528
 CZ1528                         *CURRENT SURVEY CONTROL
 CZ1528  ___________________________________________________________________
 CZ1528* NAD 83(1986)-  32 40 54.     (N)    111 26 46.     (W)     SCALED    
 CZ1528* NAVD 88     -       516.56   (+/-2cm)    1694.7    (feet)  VERTCON   
 CZ1528  ___________________________________________________________________
 CZ1528  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ1528
 CZ1528  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1528
 CZ1528.The horizontal coordinates were scaled from a topographic map and have
 CZ1528.an estimated accuracy of +/- 6 seconds.
 CZ1528
 CZ1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1528.The vertical order pertains to the NGVD 29 superseded value.
 CZ1528
 CZ1528.The geoid height was determined by GEOID03.
 CZ1528
 CZ1528;                    North         East    Units  Estimated Accuracy
 CZ1528;SPC AZ C     -   186,550.      257,490.      MT  (+/- 180 meters Scaled)
 CZ1528
 CZ1528                          SUPERSEDED SURVEY CONTROL
 CZ1528
 CZ1528  NGVD 29 (??/??/92)  515.988  (m)         1692.87   (f) ADJ UNCH    1 2
 CZ1528
 CZ1528.Superseded values are not recommended for survey control.
 CZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1528.See file dsdata.txt to determine how the superseded data were derived.
 CZ1528
 CZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB581160(NAD 83)
 CZ1528_MARKER: DD = SURVEY DISK
 CZ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1528_STAMPING: 1699.19
 CZ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1528+STABILITY: SURFACE MOTION
 CZ1528
 CZ1528  HISTORY     - Date     Condition        Report By
 CZ1528  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1528  HISTORY     - 1975     GOOD             AZDT
 CZ1528
 CZ1528                          STATION DESCRIPTION
 CZ1528
 CZ1528'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1528'3.45 MI SE FROM PICACHO.
 CZ1528'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.85 MILES AND TO
 CZ1528'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1528'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1528'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1567 ***********************************************************************
 DV1567  DESIGNATION -  17 A
 DV1567  PID         -  DV1567
 DV1567  STATE/COUNTY-  AZ/LA PAZ
 DV1567  USGS QUAD   -  HOPE (1990)
 DV1567
 DV1567                         *CURRENT SURVEY CONTROL
 DV1567  ___________________________________________________________________
 DV1567* NAD 83(1986)-  33 37 30.     (N)    113 43 29.     (W)     SCALED    
 DV1567* NAVD 88     -       370.72   (+/-2cm)    1216.3    (feet)  VERTCON   
 DV1567  ___________________________________________________________________
 DV1567  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1567
 DV1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1567
 DV1567.The horizontal coordinates were scaled from a topographic map and have
 DV1567.an estimated accuracy of +/- 6 seconds.
 DV1567
 DV1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1567.The vertical order pertains to the NGVD 29 superseded value.
 DV1567
 DV1567.The geoid height was determined by GEOID03.
 DV1567
 DV1567;                    North         East    Units  Estimated Accuracy
 DV1567;SPC AZ W     -   291,070.      215,710.      MT  (+/- 180 meters Scaled)
 DV1567
 DV1567                          SUPERSEDED SURVEY CONTROL
 DV1567
 DV1567  NGVD 29 (??/??/92)  370.052  (m)         1214.08   (f) ADJ UNCH    2 0
 DV1567
 DV1567.Superseded values are not recommended for survey control.
 DV1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1567.See file dsdata.txt to determine how the superseded data were derived.
 DV1567
 DV1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC472239(NAD 83)
 DV1567_MARKER: DD = SURVEY DISK
 DV1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1567_STAMPING: 17 A 1962
 DV1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1567+STABILITY: SURFACE MOTION
 DV1567
 DV1567  HISTORY     - Date     Condition        Report By
 DV1567  HISTORY     - 1962     MONUMENTED       AZHD
 DV1567  HISTORY     - 19870206 GOOD             USGS
 DV1567
 DV1567                          STATION DESCRIPTION
 DV1567
 DV1567'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1567'12.2 MI SW FROM HOPE.
 DV1567'0.5 MILE EAST-SOUTHEAST OF H 396 17, AN ARIZONA HIGHWAY DEPARTMENT
 DV1567'DISK STAMPED 17 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1567'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1567'HIGHWAY 10, 1.4 FEET NORTH-WEST OF A METAL WITNESS POST.
 DV1567
 DV1567                          STATION RECOVERY (1987)
 DV1567
 DV1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0806 ***********************************************************************
 FQ0806  DESIGNATION -  17 BKC
 FQ0806  PID         -  FQ0806
 FQ0806  STATE/COUNTY-  AZ/COCONINO
 FQ0806  USGS QUAD   -  WUPATKI SW (1969)
 FQ0806
 FQ0806                         *CURRENT SURVEY CONTROL
 FQ0806  ___________________________________________________________________
 FQ0806* NAD 83(1986)-  35 34 56.     (N)    111 29 39.     (W)     SCALED    
 FQ0806* NAVD 88     -      1640.658  (meters)    5382.73   (feet)  POSTED    
 FQ0806  ___________________________________________________________________
 FQ0806  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0806  DYNAMIC HT  -        1638.520 (meters)    5375.71  (feet)  COMP
 FQ0806  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 FQ0806
 FQ0806  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0806
 FQ0806.The horizontal coordinates were scaled from a topographic map and have
 FQ0806.an estimated accuracy of +/- 6 seconds.
 FQ0806
 FQ0806.The orthometric height was determined by differential leveling
 FQ0806.and adjusted by the National Geodetic Survey in 1992..
 FQ0806.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0806.rate of 0.0 thru 1.0 mm/km.
 FQ0806
 FQ0806.The geoid height was determined by GEOID03.
 FQ0806
 FQ0806.The dynamic height is computed by dividing the NAVD 88
 FQ0806.geopotential number by the normal gravity value computed on the
 FQ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0806.degrees latitude (g = 980.6199 gals.).
 FQ0806
 FQ0806.The modeled gravity was interpolated from observed gravity values.
 FQ0806
 FQ0806;                    North         East    Units  Estimated Accuracy
 FQ0806;SPC AZ C     -   508,250.      251,650.      MT  (+/- 180 meters Scaled)
 FQ0806
 FQ0806                          SUPERSEDED SURVEY CONTROL
 FQ0806
 FQ0806  NGVD 29 (??/??/92) 1639.77   (m)         5379.8    (f) COMPUTED    2 2
 FQ0806
 FQ0806.Superseded values are not recommended for survey control.
 FQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0806.See file dsdata.txt to determine how the superseded data were derived.
 FQ0806
 FQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE552377(NAD 83)
 FQ0806_MARKER: DB = BENCH MARK DISK
 FQ0806_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0806_SP_SET: ROCK OUTCROP
 FQ0806_STAMPING: 17 BKC 1968 5380
 FQ0806_MARK LOGO: USGS  
 FQ0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0806+STABILITY: POSITION/ELEVATION WELL
 FQ0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0806+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0806
 FQ0806  HISTORY     - Date     Condition        Report By
 FQ0806  HISTORY     - 1968     MONUMENTED       USGS
 FQ0806
 FQ0806                          STATION DESCRIPTION
 FQ0806
 FQ0806'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0806'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0806'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0806'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0806'NATIONAL MONUMENT, THENCE 2.2 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0806'PROMINENT CURVE, 111 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN
 FQ0806'A ROCK OUTCROP, 2.4 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1268 ***********************************************************************
 CY1268  DESIGNATION -  17 EMH
 CY1268  PID         -  CY1268
 CY1268  STATE/COUNTY-  AZ/GRAHAM
 CY1268  USGS QUAD   -  TANQUE (1966)
 CY1268
 CY1268                         *CURRENT SURVEY CONTROL
 CY1268  ___________________________________________________________________
 CY1268* NAD 83(1986)-  32 37 17.     (N)    109 36 58.     (W)     SCALED    
 CY1268* NAVD 88     -      1083.60   (+/-2cm)    3555.1    (feet)  VERTCON   
 CY1268  ___________________________________________________________________
 CY1268  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY1268
 CY1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1268
 CY1268.The horizontal coordinates were scaled from a topographic map and have
 CY1268.an estimated accuracy of +/- 6 seconds.
 CY1268
 CY1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1268.The vertical order pertains to the NGVD 29 superseded value.
 CY1268
 CY1268.The geoid height was determined by GEOID03.
 CY1268
 CY1268;                    North         East    Units  Estimated Accuracy
 CY1268;SPC AZ E     -   179,900.      265,030.      MT  (+/- 180 meters Scaled)
 CY1268
 CY1268                          SUPERSEDED SURVEY CONTROL
 CY1268
 CY1268  NGVD 29 (??/??/92) 1082.91   (m)         3552.8    (f) COMPUTED    2 0
 CY1268
 CY1268.Superseded values are not recommended for survey control.
 CY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1268.See file dsdata.txt to determine how the superseded data were derived.
 CY1268
 CY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB298101(NAD 83)
 CY1268_MARKER: DB = BENCH MARK DISK
 CY1268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1268_SP_SET: COPPER-CLAD STEEL ROD
 CY1268_STAMPING: 17 EMH 1972 3553
 CY1268_MARK LOGO: USGS  
 CY1268_PROJECTION: FLUSH
 CY1268_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1268+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1268_ROD/PIPE-DEPTH: 6.10 meters
 CY1268
 CY1268  HISTORY     - Date     Condition        Report By
 CY1268  HISTORY     - 1972     MONUMENTED       USGS
 CY1268
 CY1268                          STATION DESCRIPTION
 CY1268
 CY1268'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1268'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1268'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 4.8
 CY1268'MILES EAST ALONG A DIRT ROAD, AT THE OUTSIDE OF A CURVE, 224 FEET
 CY1268'WEST OF A SMALL WASH, 43 FEET NORTH AND ABOUT 1.0 FOOT HIGHER THAN
 CY1268'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A
 CY1268'COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0778 ***********************************************************************
 FQ0778  DESIGNATION -  17 HLS
 FQ0778  PID         -  FQ0778
 FQ0778  STATE/COUNTY-  AZ/NAVAJO
 FQ0778  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0778
 FQ0778                         *CURRENT SURVEY CONTROL
 FQ0778  ___________________________________________________________________
 FQ0778* NAD 83(1986)-  35 08 48.     (N)    110 16 12.     (W)     SCALED    
 FQ0778* NAVD 88     -      1578.334  (meters)    5178.25   (feet)  ADJUSTED  
 FQ0778  ___________________________________________________________________
 FQ0778  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0778  DYNAMIC HT  -        1576.225 (meters)    5171.33  (feet)  COMP
 FQ0778  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FQ0778
 FQ0778  VERT ORDER  -  THIRD
 FQ0778
 FQ0778.The horizontal coordinates were scaled from a topographic map and have
 FQ0778.an estimated accuracy of +/- 6 seconds.
 FQ0778
 FQ0778.The orthometric height was determined by differential leveling
 FQ0778.and adjusted by the National Geodetic Survey in June 1991..
 FQ0778
 FQ0778.The geoid height was determined by GEOID03.
 FQ0778
 FQ0778.The dynamic height is computed by dividing the NAVD 88
 FQ0778.geopotential number by the normal gravity value computed on the
 FQ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0778.degrees latitude (g = 980.6199 gals.).
 FQ0778
 FQ0778.The modeled gravity was interpolated from observed gravity values.
 FQ0778
 FQ0778;                    North         East    Units  Estimated Accuracy
 FQ0778;SPC AZ E     -   459,850.      203,950.      MT  (+/- 180 meters Scaled)
 FQ0778
 FQ0778                          SUPERSEDED SURVEY CONTROL
 FQ0778
 FQ0778.No superseded survey control is available for this station.
 FQ0778
 FQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD664895(NAD 83)
 FQ0778_MARKER: DB = BENCH MARK DISK
 FQ0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0778_SP_SET: COPPER-CLAD STEEL ROD
 FQ0778_STAMPING: 17 HLS 1970 5176
 FQ0778_MARK LOGO: USGS  
 FQ0778_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0778+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0778
 FQ0778  HISTORY     - Date     Condition        Report By
 FQ0778  HISTORY     - 1970     MONUMENTED       USGS
 FQ0778
 FQ0778                          STATION DESCRIPTION
 FQ0778
 FQ0778'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0778'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0778'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0778'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0778'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 1.1 MILE EAST ALONG
 FQ0778'THE ROAD, 72 FEET SOUTH OF THE SOUTH BANK OF A WASH, 51 FEET NORTH OF
 FQ0778'THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A
 FQ0778'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0883 ***********************************************************************
 FQ0883  DESIGNATION -  17 JRH
 FQ0883  PID         -  FQ0883
 FQ0883  STATE/COUNTY-  AZ/COCONINO
 FQ0883  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0883
 FQ0883                         *CURRENT SURVEY CONTROL
 FQ0883  ___________________________________________________________________
 FQ0883* NAD 83(1986)-  35 29 31.     (N)    111 36 55.     (W)     SCALED    
 FQ0883* NAVD 88     -      2008.010  (meters)    6587.95   (feet)  POSTED    
 FQ0883  ___________________________________________________________________
 FQ0883  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0883  DYNAMIC HT  -        2005.290 (meters)    6579.02  (feet)  COMP
 FQ0883  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 FQ0883
 FQ0883  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0883
 FQ0883.The horizontal coordinates were scaled from a topographic map and have
 FQ0883.an estimated accuracy of +/- 6 seconds.
 FQ0883
 FQ0883.The orthometric height was determined by differential leveling
 FQ0883.and adjusted by the National Geodetic Survey in 1992..
 FQ0883.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0883.rate of 0.0 thru 1.0 mm/km.
 FQ0883
 FQ0883.The geoid height was determined by GEOID03.
 FQ0883
 FQ0883.The dynamic height is computed by dividing the NAVD 88
 FQ0883.geopotential number by the normal gravity value computed on the
 FQ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0883.degrees latitude (g = 980.6199 gals.).
 FQ0883
 FQ0883.The modeled gravity was interpolated from observed gravity values.
 FQ0883
 FQ0883;                    North         East    Units  Estimated Accuracy
 FQ0883;SPC AZ C     -   498,190.      240,710.      MT  (+/- 180 meters Scaled)
 FQ0883
 FQ0883                          SUPERSEDED SURVEY CONTROL
 FQ0883
 FQ0883  NGVD 29 (??/??/92) 2007.09   (m)         6584.9    (f) COMPUTED    3 0
 FQ0883
 FQ0883.Superseded values are not recommended for survey control.
 FQ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0883.See file dsdata.txt to determine how the superseded data were derived.
 FQ0883
 FQ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE441277(NAD 83)
 FQ0883_MARKER: DB = BENCH MARK DISK
 FQ0883_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0883_SP_SET: ROCK OUTCROP
 FQ0883_STAMPING: 17 JRH 1959 6585
 FQ0883_MARK LOGO: USGS  
 FQ0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0883+STABILITY: POSITION/ELEVATION WELL
 FQ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0883+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0883
 FQ0883  HISTORY     - Date     Condition        Report By
 FQ0883  HISTORY     - 1959     MONUMENTED       USGS
 FQ0883
 FQ0883                          STATION DESCRIPTION
 FQ0883
 FQ0883'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0883'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0883'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 5.6 MILES
 FQ0883'NORTHWEST, 680 FEET EAST OF THE CENTERLINE OF THE ROAD, 310 FEET WEST
 FQ0883'OF THE CENTER OF THE LOWER ONE OF TWO EARTH DAMS, 50 FEET NORTH OF A
 FQ0883'DRAIN, IN A FLAT LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0170 ***********************************************************************
 DA0170  DESIGNATION -  17 RS
 DA0170  PID         -  DA0170
 DA0170  STATE/COUNTY-  AZ/PINAL
 DA0170  USGS QUAD   -  KOHATK (1981)
 DA0170
 DA0170                         *CURRENT SURVEY CONTROL
 DA0170  ___________________________________________________________________
 DA0170* NAD 83(1986)-  32 32 46.     (N)    112 00 41.     (W)     SCALED    
 DA0170* NAVD 88     -       511.71   (+/-2cm)    1678.8    (feet)  VERTCON   
 DA0170  ___________________________________________________________________
 DA0170  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0170
 DA0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0170
 DA0170.The horizontal coordinates were scaled from a topographic map and have
 DA0170.an estimated accuracy of +/- 6 seconds.
 DA0170
 DA0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0170.The vertical order pertains to the NGVD 29 superseded value.
 DA0170
 DA0170.The geoid height was determined by GEOID03.
 DA0170
 DA0170;                    North         East    Units  Estimated Accuracy
 DA0170;SPC AZ C     -   171,420.      204,460.      MT  (+/- 180 meters Scaled)
 DA0170
 DA0170                          SUPERSEDED SURVEY CONTROL
 DA0170
 DA0170  NGVD 29 (??/??/92)  511.086  (m)         1676.79   (f) ADJ UNCH    2 0
 DA0170
 DA0170.Superseded values are not recommended for survey control.
 DA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0170.See file dsdata.txt to determine how the superseded data were derived.
 DA0170
 DA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050014(NAD 83)
 DA0170_MARKER: DD = SURVEY DISK
 DA0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0170_STAMPING: RS17 1677 1939
 DA0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0170+STABILITY: SURFACE MOTION
 DA0170
 DA0170  HISTORY     - Date     Condition        Report By
 DA0170  HISTORY     - 1939     MONUMENTED       USGS
 DA0170  HISTORY     - 1952     GOOD             NGS
 DA0170
 DA0170                          STATION DESCRIPTION
 DA0170
 DA0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0170'2.6 MI SE FROM QUAJOTE.
 DA0170'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0170'VILLAGE AT QUAJOTE, AT THE Y JUNCTION OF A NORTHEAST - SOUTHWEST
 DA0170'GRADED ROAD, ABOUT 375 FEET SOUTHWEST OF THE CENTER OF THE Y JUNCTION,
 DA0170'47 FEET SOUTH OF THE CENTER LINE OF THE GRADED ROAD, 1.2 FEET
 DA0170'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0170'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0171 ***********************************************************************
 DA0171  DESIGNATION -  17 RS RM
 DA0171  PID         -  DA0171
 DA0171  STATE/COUNTY-  AZ/PINAL
 DA0171  USGS QUAD   -  KOHATK (1981)
 DA0171
 DA0171                         *CURRENT SURVEY CONTROL
 DA0171  ___________________________________________________________________
 DA0171* NAD 83(1986)-  32 32 47.     (N)    112 00 42.     (W)     SCALED    
 DA0171* NAVD 88     -       511.52   (+/-2cm)    1678.2    (feet)  VERTCON   
 DA0171  ___________________________________________________________________
 DA0171  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0171
 DA0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0171
 DA0171.The horizontal coordinates were scaled from a topographic map and have
 DA0171.an estimated accuracy of +/- 6 seconds.
 DA0171
 DA0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0171.The vertical order pertains to the NGVD 29 superseded value.
 DA0171
 DA0171.The geoid height was determined by GEOID03.
 DA0171
 DA0171;                    North         East    Units  Estimated Accuracy
 DA0171;SPC AZ C     -   171,460.      204,440.      MT  (+/- 180 meters Scaled)
 DA0171
 DA0171                          SUPERSEDED SURVEY CONTROL
 DA0171
 DA0171  NGVD 29 (??/??/92)  510.903  (m)         1676.19   (f) ADJ UNCH    2 0
 DA0171
 DA0171.Superseded values are not recommended for survey control.
 DA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0171.See file dsdata.txt to determine how the superseded data were derived.
 DA0171
 DA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050014(NAD 83)
 DA0171_MARKER: B = BOLT
 DA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0171+STABILITY: SURFACE MOTION
 DA0171
 DA0171  HISTORY     - Date     Condition        Report By
 DA0171  HISTORY     - UNK      MONUMENTED       USGS
 DA0171  HISTORY     - 1952     GOOD             NGS
 DA0171
 DA0171                          STATION DESCRIPTION
 DA0171
 DA0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0171'2.6 MI SE FROM QUAJOTE.
 DA0171'103.1 FEET NORTHWEST OF BENCH MARK RS 17 (USGS) DESCRIBED ABOVE, AT
 DA0171'THE Y-JUNCTION OF A GRADED ROAD, 366 FEET SOUTHWEST OF THE CENTER OF
 DA0171'THE WYE, 55 FEET NORTHWEST OF THE CENTERLINE OF THE GRADED ROAD, AND
 DA0171'LEVEL WITH THE ROAD.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST
 DA0171'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0230 ***********************************************************************
 DA0230  DESIGNATION -  17 WF
 DA0230  PID         -  DA0230
 DA0230  STATE/COUNTY-  AZ/PIMA
 DA0230  USGS QUAD   -  KAKA (1986)
 DA0230
 DA0230                         *CURRENT SURVEY CONTROL
 DA0230  ___________________________________________________________________
 DA0230* NAD 83(1986)-  32 30 00.     (N)    112 20 46.     (W)     SCALED    
 DA0230* NAVD 88     -       699.16   (+/-2cm)    2293.8    (feet)  VERTCON   
 DA0230  ___________________________________________________________________
 DA0230  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0230
 DA0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0230
 DA0230.The horizontal coordinates were scaled from a topographic map and have
 DA0230.an estimated accuracy of +/- 6 seconds.
 DA0230
 DA0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0230.The vertical order pertains to the NGVD 29 superseded value.
 DA0230
 DA0230.The geoid height was determined by GEOID03.
 DA0230
 DA0230;                    North         East    Units  Estimated Accuracy
 DA0230;SPC AZ C     -   166,390.      173,010.      MT  (+/- 180 meters Scaled)
 DA0230
 DA0230                          SUPERSEDED SURVEY CONTROL
 DA0230
 DA0230  NGVD 29 (??/??/92)  698.456  (m)         2291.52   (f) ADJ UNCH    2 0
 DA0230
 DA0230.Superseded values are not recommended for survey control.
 DA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0230.See file dsdata.txt to determine how the superseded data were derived.
 DA0230
 DA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA735966(NAD 83)
 DA0230_MARKER: DD = SURVEY DISK
 DA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0230_STAMPING: 17 WF 1948 2292
 DA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0230+STABILITY: SURFACE MOTION
 DA0230
 DA0230  HISTORY     - Date     Condition        Report By
 DA0230  HISTORY     - 1948     MONUMENTED       USGS
 DA0230  HISTORY     - 1961     GOOD             NGS
 DA0230
 DA0230                          STATION DESCRIPTION
 DA0230
 DA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0230'8.45 MI NW FROM VENTANA.
 DA0230'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0230'AT VENTANA.  THENCE 1.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0230'PIPE LINE, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET
 DA0230'SOUTH OF PIPE LINE MILEPOST NUMBER 49, 0.7 FOOT SOUTH OF A METAL
 DA0230'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0230'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0033 ***********************************************************************
 CG0033  DESIGNATION -  170
 CG0033  PID         -  CG0033
 CG0033  STATE/COUNTY-  AZ/COCHISE
 CG0033  USGS QUAD   -  SAINT DAVID (1973)
 CG0033
 CG0033                         *CURRENT SURVEY CONTROL
 CG0033  ___________________________________________________________________
 CG0033* NAD 83(1986)-  31 57 05.     (N)    110 11 56.     (W)     SCALED    
 CG0033* NAVD 88     -      1213.60   (+/-2cm)    3981.6    (feet)  VERTCON   
 CG0033  ___________________________________________________________________
 CG0033  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0033
 CG0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0033
 CG0033.The horizontal coordinates were scaled from a topographic map and have
 CG0033.an estimated accuracy of +/- 6 seconds.
 CG0033
 CG0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0033.The vertical order pertains to the NGVD 29 superseded value.
 CG0033
 CG0033.The geoid height was determined by GEOID03.
 CG0033
 CG0033;                    North         East    Units  Estimated Accuracy
 CG0033;SPC AZ E     -   105,480.      210,310.      MT  (+/- 180 meters Scaled)
 CG0033
 CG0033                          SUPERSEDED SURVEY CONTROL
 CG0033
 CG0033  NGVD 29 (??/??/92) 1212.787  (m)         3978.95   (f) ADJ UNCH    1 2
 CG0033
 CG0033.Superseded values are not recommended for survey control.
 CG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0033.See file dsdata.txt to determine how the superseded data were derived.
 CG0033
 CG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA757353(NAD 83)
 CG0033_MARKER: P = PIPE CAP
 CG0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0033_STAMPING: 170 1907 H
 CG0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0033
 CG0033  HISTORY     - Date     Condition        Report By
 CG0033  HISTORY     - 1907     MONUMENTED       USGS
 CG0033  HISTORY     - 1952     GOOD             NGS
 CG0033
 CG0033                          STATION DESCRIPTION
 CG0033
 CG0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0033'7.7 MI E FROM BENSON.
 CG0033'7.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0033'STATION AT BENSON, 0.5 MILE WEST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0033'0.4 MILE EAST OF MILEPOLE 1040, 179.0 FEET SOUTHWEST OF SEMAPHORE
 CG0033'NUMBER 10404, 102.3 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 63.4
 CG0033'FEET SOUTH OF A TELEPHONE POLE WITH GUY WIRE, 4.8 FEET SOUTH OF THE
 CG0033'SOUTH RIGHT-OF-WAY FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT
 CG0033'3 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 CG0033'IRON PIPE PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0499 ***********************************************************************
 GQ0499  DESIGNATION -  170 DOR
 GQ0499  PID         -  GQ0499
 GQ0499  STATE/COUNTY-  AZ/MOHAVE
 GQ0499  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0499
 GQ0499                         *CURRENT SURVEY CONTROL
 GQ0499  ___________________________________________________________________
 GQ0499* NAD 83(1986)-  36 17 37.     (N)    113 36 55.     (W)     SCALED    
 GQ0499* NAVD 88     -      1751.465  (meters)    5746.26   (feet)  POSTED    
 GQ0499  ___________________________________________________________________
 GQ0499  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 GQ0499  DYNAMIC HT  -        1749.330 (meters)    5739.26  (feet)  COMP
 GQ0499  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 GQ0499
 GQ0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0499
 GQ0499.The horizontal coordinates were scaled from a topographic map and have
 GQ0499.an estimated accuracy of +/- 6 seconds.
 GQ0499
 GQ0499.The orthometric height was determined by differential leveling
 GQ0499.and adjusted by the National Geodetic Survey in 1992..
 GQ0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0499.rate of 0.0 thru 1.0 mm/km.
 GQ0499
 GQ0499.The geoid height was determined by GEOID03.
 GQ0499
 GQ0499.The dynamic height is computed by dividing the NAVD 88
 GQ0499.geopotential number by the normal gravity value computed on the
 GQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0499.degrees latitude (g = 980.6199 gals.).
 GQ0499
 GQ0499.The modeled gravity was interpolated from observed gravity values.
 GQ0499
 GQ0499;                    North         East    Units  Estimated Accuracy
 GQ0499;SPC AZ W     -   587,120.      225,460.      MT  (+/- 180 meters Scaled)
 GQ0499
 GQ0499                          SUPERSEDED SURVEY CONTROL
 GQ0499
 GQ0499.No superseded survey control is available for this station.
 GQ0499
 GQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF651196(NAD 83)
 GQ0499_MARKER: DB = BENCH MARK DISK
 GQ0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0499_SP_SET: COPPER-CLAD STEEL ROD
 GQ0499_STAMPING: 170 DOR 1970 5743
 GQ0499_MARK LOGO: USGS  
 GQ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0499
 GQ0499  HISTORY     - Date     Condition        Report By
 GQ0499  HISTORY     - 1970     MONUMENTED       USGS
 GQ0499
 GQ0499                          STATION DESCRIPTION
 GQ0499
 GQ0499'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0499'118.0 KM (73.3 MI) SOUTH FROM ST GEORGE UT.
 GQ0499'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0499'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0499'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0499'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0499'PIGEON CANYON ROAD, THENCE 1.2 MILES SOUTHWEST, 0.1 MILE NORTHWEST OF
 GQ0499'A STOCKPOND, 45 FEET NORTHEAST OF A BLADED DRAIN CROSSING, 40 FEET
 GQ0499'EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0578 ***********************************************************************
 FS0578  DESIGNATION -  170+06.7
 FS0578  PID         -  FS0578
 FS0578  STATE/COUNTY-  AZ/MOHAVE
 FS0578  USGS QUAD   -  KINGMAN (1980)
 FS0578
 FS0578                         *CURRENT SURVEY CONTROL
 FS0578  ___________________________________________________________________
 FS0578* NAD 83(1986)-  35 13 08.     (N)    114 00 34.     (W)     SCALED    
 FS0578* NAVD 88     -      1054.426  (meters)    3459.40   (feet)  ADJUSTED  
 FS0578  ___________________________________________________________________
 FS0578  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0578  DYNAMIC HT  -        1053.175 (meters)    3455.29  (feet)  COMP
 FS0578  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FS0578
 FS0578  VERT ORDER  -  FIRST     CLASS II
 FS0578
 FS0578.The horizontal coordinates were scaled from a topographic map and have
 FS0578.an estimated accuracy of +/- 6 seconds.
 FS0578
 FS0578.The orthometric height was determined by differential leveling
 FS0578.and adjusted by the National Geodetic Survey in June 1991..
 FS0578
 FS0578.The geoid height was determined by GEOID03.
 FS0578
 FS0578.The dynamic height is computed by dividing the NAVD 88
 FS0578.geopotential number by the normal gravity value computed on the
 FS0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0578.degrees latitude (g = 980.6199 gals.).
 FS0578
 FS0578.The modeled gravity was interpolated from observed gravity values.
 FS0578
 FS0578;                    North         East    Units  Estimated Accuracy
 FS0578;SPC AZ W     -   467,900.      189,740.      MT  (+/- 180 meters Scaled)
 FS0578
 FS0578                          SUPERSEDED SURVEY CONTROL
 FS0578
 FS0578  NGVD 29 (??/??/92) 1053.616  (m)         3456.74   (f) ADJ UNCH    1 2
 FS0578
 FS0578.Superseded values are not recommended for survey control.
 FS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0578.See file dsdata.txt to determine how the superseded data were derived.
 FS0578
 FS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV722014(NAD 83)
 FS0578_MARKER: DD = SURVEY DISK
 FS0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0578_SP_SET: CULVERT
 FS0578_STAMPING: 3457.10 170+06.7 34
 FS0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0578
 FS0578  HISTORY     - Date     Condition        Report By
 FS0578  HISTORY     - UNK      MONUMENTED       AZHD
 FS0578  HISTORY     - 1935     GOOD             NGS
 FS0578  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0578
 FS0578                          STATION DESCRIPTION
 FS0578
 FS0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0578'0.2 MI NE FROM PORT KINGMAN AIRPORT.
 FS0578'0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 FS0578'THE DRIVE LEADING TO PORT KINGMAN AIRPORT (ABANDONED), MOHAVE
 FS0578'COUNTY, AT A TRIPLE CONCRETE BOX CULVERT, IN THE CENTER OF THE
 FS0578'TOP OF THE SOUTHEAST HEADWALL, AND 14.3 FEET SOUTHEAST OF THE
 FS0578'CENTERLINE OF THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FS0578'STANDARD DISK, STAMPED 3457.10 170+06.7 34.
 FS0578
 FS0578                          STATION RECOVERY (1982)
 FS0578
 FS0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0578'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1496 ***********************************************************************
 DU1496  DESIGNATION -  1701.13
 DU1496  PID         -  DU1496
 DU1496  STATE/COUNTY-  AZ/PINAL
 DU1496  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1496
 DU1496                         *CURRENT SURVEY CONTROL
 DU1496  ___________________________________________________________________
 DU1496* NAD 83(1986)-  33 23 24.     (N)    111 30 26.     (W)     SCALED    
 DU1496* NAVD 88     -       519.08   (+/-2cm)    1703.0    (feet)  VERTCON   
 DU1496  ___________________________________________________________________
 DU1496  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1496
 DU1496  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1496
 DU1496.The horizontal coordinates were scaled from a topographic map and have
 DU1496.an estimated accuracy of +/- 6 seconds.
 DU1496
 DU1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1496.The vertical order pertains to the NGVD 29 superseded value.
 DU1496
 DU1496.The geoid height was determined by GEOID03.
 DU1496
 DU1496;                    North         East    Units  Estimated Accuracy
 DU1496;SPC AZ C     -   265,080.      251,450.      MT  (+/- 180 meters Scaled)
 DU1496
 DU1496                          SUPERSEDED SURVEY CONTROL
 DU1496
 DU1496  NGVD 29 (??/??/92)  518.501  (m)         1701.12   (f) ADJ UNCH    1 1
 DU1496
 DU1496.Superseded values are not recommended for survey control.
 DU1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1496.See file dsdata.txt to determine how the superseded data were derived.
 DU1496
 DU1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB528946(NAD 83)
 DU1496_MARKER: DD = SURVEY DISK
 DU1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1496_SP_SET: CULVERT
 DU1496_STAMPING: 1701.13 992+29
 DU1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1496
 DU1496  HISTORY     - Date     Condition        Report By
 DU1496  HISTORY     - UNK      MONUMENTED       AZHD
 DU1496  HISTORY     - 1975     GOOD             AZDT
 DU1496  HISTORY     - 1975     GOOD             AZDT
 DU1496
 DU1496                          STATION DESCRIPTION
 DU1496
 DU1496'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1496'2.1 MI SE FROM PALM SPRINGS.
 DU1496'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1496'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL ON THE
 DU1496'SOUTH SIDE OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1496'CONCRETE CULVERT HEADWALL.
 DU1496
 DU1496                          STATION RECOVERY (1975)
 DU1496
 DU1496'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1496'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1496'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL ON THE
 DU1496'SOUTH SIDE OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1496'CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1518 ***********************************************************************
 DU1518  DESIGNATION -  1701.89
 DU1518  PID         -  DU1518
 DU1518  STATE/COUNTY-  AZ/PINAL
 DU1518  USGS QUAD   -  GOLDFIELD (1981)
 DU1518
 DU1518                         *CURRENT SURVEY CONTROL
 DU1518  ___________________________________________________________________
 DU1518* NAD 83(1986)-  33 22 42.     (N)    111 29 26.     (W)     SCALED    
 DU1518* NAVD 88     -       519.44   (+/-2cm)    1704.2    (feet)  VERTCON   
 DU1518  ___________________________________________________________________
 DU1518  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1518
 DU1518  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1518
 DU1518.The horizontal coordinates were scaled from a topographic map and have
 DU1518.an estimated accuracy of +/- 6 seconds.
 DU1518
 DU1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1518.The vertical order pertains to the NGVD 29 superseded value.
 DU1518
 DU1518.The geoid height was determined by GEOID03.
 DU1518
 DU1518;                    North         East    Units  Estimated Accuracy
 DU1518;SPC AZ C     -   263,790.      253,010.      MT  (+/- 180 meters Scaled)
 DU1518
 DU1518                          SUPERSEDED SURVEY CONTROL
 DU1518
 DU1518  NGVD 29 (??/??/92)  518.872  (m)         1702.33   (f) ADJ UNCH    1 1
 DU1518
 DU1518.Superseded values are not recommended for survey control.
 DU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1518.See file dsdata.txt to determine how the superseded data were derived.
 DU1518
 DU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB543933(NAD 83)
 DU1518_MARKER: DD = SURVEY DISK
 DU1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1518_SP_SET: CULVERT
 DU1518_STAMPING: 1701.89 1061+10
 DU1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1518
 DU1518  HISTORY     - Date     Condition        Report By
 DU1518  HISTORY     - UNK      MONUMENTED       AZHD
 DU1518  HISTORY     - 1975     GOOD             AZDT
 DU1518  HISTORY     - 1975     GOOD             AZDT
 DU1518
 DU1518                          STATION DESCRIPTION
 DU1518
 DU1518'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1518'3.3 MI SE FROM PALM SPRINGS.
 DU1518'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.1
 DU1518'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL.  SOUTH
 DU1518'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1518'HEADWALL.
 DU1518
 DU1518                          STATION RECOVERY (1975)
 DU1518
 DU1518'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1518'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.1
 DU1518'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL.  SOUTH
 DU1518'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1518'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1498 ***********************************************************************
 DU1498  DESIGNATION -  1702.72
 DU1498  PID         -  DU1498
 DU1498  STATE/COUNTY-  AZ/PINAL
 DU1498  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1498
 DU1498                         *CURRENT SURVEY CONTROL
 DU1498  ___________________________________________________________________
 DU1498* NAD 83(1986)-  33 23 30.     (N)    111 30 38.     (W)     SCALED    
 DU1498* NAVD 88     -       519.73   (+/-2cm)    1705.1    (feet)  VERTCON   
 DU1498  ___________________________________________________________________
 DU1498  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1498
 DU1498  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1498
 DU1498.The horizontal coordinates were scaled from a topographic map and have
 DU1498.an estimated accuracy of +/- 6 seconds.
 DU1498
 DU1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1498.The vertical order pertains to the NGVD 29 superseded value.
 DU1498
 DU1498.The geoid height was determined by GEOID03.
 DU1498
 DU1498;                    North         East    Units  Estimated Accuracy
 DU1498;SPC AZ C     -   265,260.      251,140.      MT  (+/- 180 meters Scaled)
 DU1498
 DU1498                          SUPERSEDED SURVEY CONTROL
 DU1498
 DU1498  NGVD 29 (??/??/92)  519.158  (m)         1703.27   (f) ADJ UNCH    1 1
 DU1498
 DU1498.Superseded values are not recommended for survey control.
 DU1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1498.See file dsdata.txt to determine how the superseded data were derived.
 DU1498
 DU1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525948(NAD 83)
 DU1498_MARKER: DD = SURVEY DISK
 DU1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1498_SP_SET: CULVERT
 DU1498_STAMPING: 1702.72 980+00
 DU1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1498
 DU1498  HISTORY     - Date     Condition        Report By
 DU1498  HISTORY     - UNK      MONUMENTED       AZHD
 DU1498  HISTORY     - 1975     GOOD             AZDT
 DU1498  HISTORY     - 1975     GOOD             AZDT
 DU1498
 DU1498                          STATION DESCRIPTION
 DU1498
 DU1498'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1498'1.85 MI SE FROM PALM SPRINGS.
 DU1498'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1498'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1498'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1498'HEADWALL.
 DU1498
 DU1498                          STATION RECOVERY (1975)
 DU1498
 DU1498'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1498'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1498'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1498'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1498'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1497 ***********************************************************************
 DU1497  DESIGNATION -  1703.10
 DU1497  PID         -  DU1497
 DU1497  STATE/COUNTY-  AZ/PINAL
 DU1497  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1497
 DU1497                         *CURRENT SURVEY CONTROL
 DU1497  ___________________________________________________________________
 DU1497* NAD 83(1986)-  33 23 30.     (N)    111 30 38.     (W)     SCALED    
 DU1497* NAVD 88     -       519.68   (+/-2cm)    1705.0    (feet)  VERTCON   
 DU1497  ___________________________________________________________________
 DU1497  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1497
 DU1497  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1497
 DU1497.The horizontal coordinates were scaled from a topographic map and have
 DU1497.an estimated accuracy of +/- 6 seconds.
 DU1497
 DU1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1497.The vertical order pertains to the NGVD 29 superseded value.
 DU1497
 DU1497.The geoid height was determined by GEOID03.
 DU1497
 DU1497;                    North         East    Units  Estimated Accuracy
 DU1497;SPC AZ C     -   265,260.      251,140.      MT  (+/- 180 meters Scaled)
 DU1497
 DU1497                          SUPERSEDED SURVEY CONTROL
 DU1497
 DU1497  NGVD 29 (??/??/92)  519.103  (m)         1703.09   (f) ADJ UNCH    1 1
 DU1497
 DU1497.Superseded values are not recommended for survey control.
 DU1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1497.See file dsdata.txt to determine how the superseded data were derived.
 DU1497
 DU1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525948(NAD 83)
 DU1497_MARKER: DD = SURVEY DISK
 DU1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1497_SP_SET: CULVERT
 DU1497_STAMPING: 1703.10
 DU1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1497
 DU1497  HISTORY     - Date     Condition        Report By
 DU1497  HISTORY     - UNK      MONUMENTED       AZHD
 DU1497  HISTORY     - 1975     GOOD             AZDT
 DU1497  HISTORY     - 1975     GOOD             AZDT
 DU1497
 DU1497                          STATION DESCRIPTION
 DU1497
 DU1497'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1497'1.85 MI SE FROM PALM SPRINGS.
 DU1497'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1497'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1497'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1497'HEADWALL.
 DU1497
 DU1497                          STATION RECOVERY (1975)
 DU1497
 DU1497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1497'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1497'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1497'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1497'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1053 ***********************************************************************
 DU1053  DESIGNATION -  1704
 DU1053  PID         -  DU1053
 DU1053  STATE/COUNTY-  AZ/PINAL
 DU1053  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1053
 DU1053                         *CURRENT SURVEY CONTROL
 DU1053  ___________________________________________________________________
 DU1053* NAD 83(1986)-  33 23 42.     (N)    111 30 53.     (W)     SCALED    
 DU1053* NAVD 88     -       519.98   (+/-2cm)    1706.0    (feet)  VERTCON   
 DU1053  ___________________________________________________________________
 DU1053  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1053
 DU1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1053
 DU1053.The horizontal coordinates were scaled from a topographic map and have
 DU1053.an estimated accuracy of +/- 6 seconds.
 DU1053
 DU1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1053.The vertical order pertains to the NGVD 29 superseded value.
 DU1053
 DU1053.The geoid height was determined by GEOID03.
 DU1053
 DU1053;                    North         East    Units  Estimated Accuracy
 DU1053;SPC AZ C     -   265,630.      250,750.      MT  (+/- 180 meters Scaled)
 DU1053
 DU1053                          SUPERSEDED SURVEY CONTROL
 DU1053
 DU1053  NGVD 29 (??/??/92)  519.406  (m)         1704.08   (f) ADJ UNCH    2 0
 DU1053
 DU1053.Superseded values are not recommended for survey control.
 DU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1053.See file dsdata.txt to determine how the superseded data were derived.
 DU1053
 DU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521951(NAD 83)
 DU1053_MARKER: DD = SURVEY DISK
 DU1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1053_SP_SET: CULVERT
 DU1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1053
 DU1053  HISTORY     - Date     Condition        Report By
 DU1053  HISTORY     - UNK      MONUMENTED       AZHD
 DU1053  HISTORY     - 1935     GOOD             NGS
 DU1053  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1053
 DU1053                          STATION DESCRIPTION
 DU1053
 DU1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU1053'2.5 MI SE FROM APACHE JCT.
 DU1053'2.5 MI SE ALONG U S HWY NO. 60 IN TOP OF CONC. CULVERT HEADWALL, AND
 DU1053'18 FEET WEST OF THE CENTERLINE OF THE ROAD.
 DU1053
 DU1053                          STATION RECOVERY (1981)
 DU1053
 DU1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1053'NOTE HEADWALL AT THE DESCRIBED LOCATION BELIEVED DESTROYED DUE TO
 DU1053'HIGHWAY REMODELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1519 ***********************************************************************
 DU1519  DESIGNATION -  1704.32
 DU1519  PID         -  DU1519
 DU1519  STATE/COUNTY-  AZ/PINAL
 DU1519  USGS QUAD   -  GOLDFIELD (1981)
 DU1519
 DU1519                         *CURRENT SURVEY CONTROL
 DU1519  ___________________________________________________________________
 DU1519* NAD 83(1986)-  33 22 42.     (N)    111 29 20.     (W)     SCALED    
 DU1519* NAVD 88     -       520.19   (+/-2cm)    1706.7    (feet)  VERTCON   
 DU1519  ___________________________________________________________________
 DU1519  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1519
 DU1519  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1519
 DU1519.The horizontal coordinates were scaled from a topographic map and have
 DU1519.an estimated accuracy of +/- 6 seconds.
 DU1519
 DU1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1519.The vertical order pertains to the NGVD 29 superseded value.
 DU1519
 DU1519.The geoid height was determined by GEOID03.
 DU1519
 DU1519;                    North         East    Units  Estimated Accuracy
 DU1519;SPC AZ C     -   263,790.      253,160.      MT  (+/- 180 meters Scaled)
 DU1519
 DU1519                          SUPERSEDED SURVEY CONTROL
 DU1519
 DU1519  NGVD 29 (??/??/92)  519.617  (m)         1704.78   (f) ADJ UNCH    1 1
 DU1519
 DU1519.Superseded values are not recommended for survey control.
 DU1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1519.See file dsdata.txt to determine how the superseded data were derived.
 DU1519
 DU1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545933(NAD 83)
 DU1519_MARKER: DD = SURVEY DISK
 DU1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1519_SP_SET: CULVERT
 DU1519_STAMPING: 1704.32 1067+48
 DU1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1519
 DU1519  HISTORY     - Date     Condition        Report By
 DU1519  HISTORY     - UNK      MONUMENTED       AZHD
 DU1519  HISTORY     - 1975     GOOD             AZDT
 DU1519  HISTORY     - 1975     GOOD             AZDT
 DU1519
 DU1519                          STATION DESCRIPTION
 DU1519
 DU1519'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1519'3.4 MI SE FROM PALM SPRINGS.
 DU1519'FROM MILEPOST 200, U.S. 60, 80, EAST ON THE HIGHWAY FOR 0.25 MILES AND
 DU1519'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1519'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1519
 DU1519                          STATION RECOVERY (1975)
 DU1519
 DU1519'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1519'FROM MILEPOST 200, U.S. 60, 80, EAST ON THE HIGHWAY FOR 0.25 MILES AND
 DU1519'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1519'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1321 ***********************************************************************
 DU1321  DESIGNATION -  1706.12
 DU1321  PID         -  DU1321
 DU1321  STATE/COUNTY-  AZ/PINAL
 DU1321  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1321
 DU1321                         *CURRENT SURVEY CONTROL
 DU1321  ___________________________________________________________________
 DU1321* NAD 83(1986)-  33 23 47.     (N)    111 31 04.     (W)     SCALED    
 DU1321* NAVD 88     -       520.610  (meters)    1708.03   (feet)  ADJUSTED  
 DU1321  ___________________________________________________________________
 DU1321  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1321  DYNAMIC HT  -         519.975 (meters)    1705.95  (feet)  COMP
 DU1321  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 DU1321
 DU1321  VERT ORDER  -  FIRST     CLASS I
 DU1321
 DU1321.The horizontal coordinates were scaled from a topographic map and have
 DU1321.an estimated accuracy of +/- 6 seconds.
 DU1321
 DU1321.The orthometric height was determined by differential leveling
 DU1321.and adjusted by the National Geodetic Survey in June 1991..
 DU1321
 DU1321.The geoid height was determined by GEOID03.
 DU1321
 DU1321.The dynamic height is computed by dividing the NAVD 88
 DU1321.geopotential number by the normal gravity value computed on the
 DU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1321.degrees latitude (g = 980.6199 gals.).
 DU1321
 DU1321.The modeled gravity was interpolated from observed gravity values.
 DU1321
 DU1321;                    North         East    Units  Estimated Accuracy
 DU1321;SPC AZ C     -   265,780.      250,470.      MT  (+/- 180 meters Scaled)
 DU1321
 DU1321                          SUPERSEDED SURVEY CONTROL
 DU1321
 DU1321  NGVD 29 (??/??/92)  520.020  (m)         1706.10   (f) ADJ UNCH    1 1
 DU1321
 DU1321.Superseded values are not recommended for survey control.
 DU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1321.See file dsdata.txt to determine how the superseded data were derived.
 DU1321
 DU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518953(NAD 83)
 DU1321_MARKER: DB = BENCH MARK DISK
 DU1321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1321_SP_SET: HEADWALL
 DU1321_STAMPING: ELV.1706.12 STA.952+  64
 DU1321_MARK LOGO: AZHD  
 DU1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1321+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DU1321
 DU1321  HISTORY     - Date     Condition        Report By
 DU1321  HISTORY     - 1964     MONUMENTED       AZHD
 DU1321  HISTORY     - 1981     GOOD             NGS
 DU1321  HISTORY     - 20040113 GOOD             USPSQD
 DU1321  HISTORY     - 20060625 GOOD             GEOCAC
 DU1321
 DU1321                          STATION DESCRIPTION
 DU1321
 DU1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1321'3.6 KM (2.25 MI) SE FROM APACHE JUNCTION.
 DU1321'3.6 KILOMETERS (2.25 MILES) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1321'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, IN THE
 DU1321'TOP CENTER OF A CONCRETE HEADWALL FOR A DOUBLE CHANNEL BRIDGE FOR THE
 DU1321'NORTHBOUND HIGHWAY LANES, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 DU1321'CORTEZ ROAD AND 7.9 METERS (25.9 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1321'THE HIGHWAY.
 DU1321
 DU1321                          STATION RECOVERY (2004)
 DU1321
 DU1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (GP)
 DU1321'ROAD RENAMED ....  TO ... APACHE TRAIL...MARKER IS ON THE ISLAND SIDE
 DU1321'OF THE NORTHWEST BOUND LANE. THE ORIGIONAL LOCATION DISCRIPTION DOES
 DU1321'NOT CHANGE
 DU1321' 
 DU1321' 
 DU1321' 
 DU1321' 
 DU1321
 DU1321                          STATION RECOVERY (2006)
 DU1321
 DU1321'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1321'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES
 DU1321'33 23 47.34 (N)   111 31 04.56 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1516 ***********************************************************************
 DU1516  DESIGNATION -  1706.80
 DU1516  PID         -  DU1516
 DU1516  STATE/COUNTY-  AZ/PINAL
 DU1516  USGS QUAD   -  GOLDFIELD (1981)
 DU1516
 DU1516                         *CURRENT SURVEY CONTROL
 DU1516  ___________________________________________________________________
 DU1516* NAD 83(1986)-  33 22 54.     (N)    111 29 38.     (W)     SCALED    
 DU1516* NAVD 88     -       520.95   (+/-2cm)    1709.2    (feet)  VERTCON   
 DU1516  ___________________________________________________________________
 DU1516  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1516
 DU1516  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1516
 DU1516.The horizontal coordinates were scaled from a topographic map and have
 DU1516.an estimated accuracy of +/- 6 seconds.
 DU1516
 DU1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1516.The vertical order pertains to the NGVD 29 superseded value.
 DU1516
 DU1516.The geoid height was determined by GEOID03.
 DU1516
 DU1516;                    North         East    Units  Estimated Accuracy
 DU1516;SPC AZ C     -   264,160.      252,700.      MT  (+/- 180 meters Scaled)
 DU1516
 DU1516                          SUPERSEDED SURVEY CONTROL
 DU1516
 DU1516  NGVD 29 (??/??/92)  520.376  (m)         1707.27   (f) ADJ UNCH    1 1
 DU1516
 DU1516.Superseded values are not recommended for survey control.
 DU1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1516.See file dsdata.txt to determine how the superseded data were derived.
 DU1516
 DU1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB540937(NAD 83)
 DU1516_MARKER: DD = SURVEY DISK
 DU1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1516_SP_SET: CULVERT
 DU1516_STAMPING: 1706.80 1047+65
 DU1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1516
 DU1516  HISTORY     - Date     Condition        Report By
 DU1516  HISTORY     - UNK      MONUMENTED       AZHD
 DU1516  HISTORY     - 1975     GOOD             AZDT
 DU1516  HISTORY     - 1975     GOOD             AZDT
 DU1516
 DU1516                          STATION DESCRIPTION
 DU1516
 DU1516'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1516'3.10 MI SE FROM PALM SPRINGS.
 DU1516'FROM MILEPOST 199, U.S. 60, 70, AND 80.  EAST ON THE HIGHWAY FOR 0.8
 DU1516'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1516'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1516'HEADWALL.
 DU1516
 DU1516                          STATION RECOVERY (1975)
 DU1516
 DU1516'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1516'FROM MILEPOST 199, U.S. 60, 70, AND 80.  EAST ON THE HIGHWAY FOR 0.8
 DU1516'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1516'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1516'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1517 ***********************************************************************
 DU1517  DESIGNATION -  1707.68
 DU1517  PID         -  DU1517
 DU1517  STATE/COUNTY-  AZ/PINAL
 DU1517  USGS QUAD   -  GOLDFIELD (1981)
 DU1517
 DU1517                         *CURRENT SURVEY CONTROL
 DU1517  ___________________________________________________________________
 DU1517* NAD 83(1986)-  33 22 48.     (N)    111 29 32.     (W)     SCALED    
 DU1517* NAVD 88     -       521.22   (+/-2cm)    1710.0    (feet)  VERTCON   
 DU1517  ___________________________________________________________________
 DU1517  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1517
 DU1517  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1517
 DU1517.The horizontal coordinates were scaled from a topographic map and have
 DU1517.an estimated accuracy of +/- 6 seconds.
 DU1517
 DU1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1517.The vertical order pertains to the NGVD 29 superseded value.
 DU1517
 DU1517.The geoid height was determined by GEOID03.
 DU1517
 DU1517;                    North         East    Units  Estimated Accuracy
 DU1517;SPC AZ C     -   263,970.      252,850.      MT  (+/- 180 meters Scaled)
 DU1517
 DU1517                          SUPERSEDED SURVEY CONTROL
 DU1517
 DU1517  NGVD 29 (??/??/92)  520.644  (m)         1708.15   (f) ADJ UNCH    1 1
 DU1517
 DU1517.Superseded values are not recommended for survey control.
 DU1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1517.See file dsdata.txt to determine how the superseded data were derived.
 DU1517
 DU1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542935(NAD 83)
 DU1517_MARKER: DD = SURVEY DISK
 DU1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1517_SP_SET: CULVERT
 DU1517_STAMPING: 1707.68 1055+35
 DU1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1517
 DU1517  HISTORY     - Date     Condition        Report By
 DU1517  HISTORY     - UNK      MONUMENTED       AZHD
 DU1517  HISTORY     - 1975     GOOD             AZDT
 DU1517  HISTORY     - 1975     GOOD             AZDT
 DU1517
 DU1517                          STATION DESCRIPTION
 DU1517
 DU1517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1517'3.2 MI SE FROM PALM SPRINGS.
 DU1517'50 FT. WEST OF MILEPOST 200.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1517'BOUND LANE.  U.S. 60, 70, AND 80.  SILLY MOUNTAIN.  AN AHD BRASS CAP,
 DU1517'SET ON A CONCRETE CULVERT HEADWALL.
 DU1517
 DU1517                          STATION RECOVERY (1975)
 DU1517
 DU1517'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1517'50 FT. WEST OF MILEPOST 200.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1517'BOUND LANE.  U.S. 60, 70, AND 80.  SILLY MOUNTAIN.  AN AHD BRASS CAP,
 DU1517'SET ON A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1504 ***********************************************************************
 DU1504  DESIGNATION -  1708.09
 DU1504  PID         -  DU1504
 DU1504  STATE/COUNTY-  AZ/PINAL
 DU1504  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1504
 DU1504                         *CURRENT SURVEY CONTROL
 DU1504  ___________________________________________________________________
 DU1504* NAD 83(1986)-  33 23 54.     (N)    111 31 20.     (W)     SCALED    
 DU1504* NAVD 88     -       521.19   (+/-2cm)    1709.9    (feet)  VERTCON   
 DU1504  ___________________________________________________________________
 DU1504  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1504
 DU1504  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1504
 DU1504.The horizontal coordinates were scaled from a topographic map and have
 DU1504.an estimated accuracy of +/- 6 seconds.
 DU1504
 DU1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1504.The vertical order pertains to the NGVD 29 superseded value.
 DU1504
 DU1504.The geoid height was determined by GEOID03.
 DU1504
 DU1504;                    North         East    Units  Estimated Accuracy
 DU1504;SPC AZ C     -   266,000.      250,050.      MT  (+/- 180 meters Scaled)
 DU1504
 DU1504                          SUPERSEDED SURVEY CONTROL
 DU1504
 DU1504  NGVD 29 (??/??/92)  520.624  (m)         1708.08   (f) ADJ UNCH    1 1
 DU1504
 DU1504.Superseded values are not recommended for survey control.
 DU1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1504.See file dsdata.txt to determine how the superseded data were derived.
 DU1504
 DU1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514955(NAD 83)
 DU1504_MARKER: DD = SURVEY DISK
 DU1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1504_SP_SET: CULVERT
 DU1504_STAMPING: 1708.09 937+70
 DU1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1504
 DU1504  HISTORY     - Date     Condition        Report By
 DU1504  HISTORY     - UNK      MONUMENTED       AZHD
 DU1504  HISTORY     - 1975     GOOD             AZDT
 DU1504  HISTORY     - 1975     GOOD             AZDT
 DU1504
 DU1504                          STATION DESCRIPTION
 DU1504
 DU1504'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1504'1.1 MI SE FROM PALM SPRINGS.
 DU1504'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1504'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1504'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1504'HEADWALL.
 DU1504
 DU1504                          STATION RECOVERY (1975)
 DU1504
 DU1504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1504'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1504'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1504'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1504'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1529 ***********************************************************************
 CZ1529  DESIGNATION -  1708.42
 CZ1529  PID         -  CZ1529
 CZ1529  STATE/COUNTY-  AZ/PINAL
 CZ1529  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1529
 CZ1529                         *CURRENT SURVEY CONTROL
 CZ1529  ___________________________________________________________________
 CZ1529* NAD 83(1986)-  32 40 46.     (N)    111 26 34.     (W)     SCALED    
 CZ1529* NAVD 88     -       519.73   (+/-2cm)    1705.1    (feet)  VERTCON   
 CZ1529  ___________________________________________________________________
 CZ1529  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ1529
 CZ1529  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1529
 CZ1529.The horizontal coordinates were scaled from a topographic map and have
 CZ1529.an estimated accuracy of +/- 6 seconds.
 CZ1529
 CZ1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1529.The vertical order pertains to the NGVD 29 superseded value.
 CZ1529
 CZ1529.The geoid height was determined by GEOID03.
 CZ1529
 CZ1529;                    North         East    Units  Estimated Accuracy
 CZ1529;SPC AZ C     -   186,300.      257,800.      MT  (+/- 180 meters Scaled)
 CZ1529
 CZ1529                          SUPERSEDED SURVEY CONTROL
 CZ1529
 CZ1529  NGVD 29 (??/??/92)  519.150  (m)         1703.24   (f) ADJ UNCH    1 2
 CZ1529
 CZ1529.Superseded values are not recommended for survey control.
 CZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1529.See file dsdata.txt to determine how the superseded data were derived.
 CZ1529
 CZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB584158(NAD 83)
 CZ1529_MARKER: DD = SURVEY DISK
 CZ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1529_STAMPING: 1708.42
 CZ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1529+STABILITY: SURFACE MOTION
 CZ1529
 CZ1529  HISTORY     - Date     Condition        Report By
 CZ1529  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1529  HISTORY     - 1975     GOOD             AZDT
 CZ1529
 CZ1529                          STATION DESCRIPTION
 CZ1529
 CZ1529'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1529'3.7 MI SE FROM PICACHO.
 CZ1529'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1529'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1529'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1529'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1500 ***********************************************************************
 DU1500  DESIGNATION -  1708.90
 DU1500  PID         -  DU1500
 DU1500  STATE/COUNTY-  AZ/PINAL
 DU1500  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1500
 DU1500                         *CURRENT SURVEY CONTROL
 DU1500  ___________________________________________________________________
 DU1500* NAD 83(1986)-  33 23 42.     (N)    111 30 56.     (W)     SCALED    
 DU1500* NAVD 88     -       519.95   (+/-2cm)    1705.9    (feet)  VERTCON   
 DU1500  ___________________________________________________________________
 DU1500  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1500
 DU1500  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1500
 DU1500.The horizontal coordinates were scaled from a topographic map and have
 DU1500.an estimated accuracy of +/- 6 seconds.
 DU1500
 DU1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1500.The vertical order pertains to the NGVD 29 superseded value.
 DU1500
 DU1500.The geoid height was determined by GEOID03.
 DU1500
 DU1500;                    North         East    Units  Estimated Accuracy
 DU1500;SPC AZ C     -   265,630.      250,670.      MT  (+/- 180 meters Scaled)
 DU1500
 DU1500                          SUPERSEDED SURVEY CONTROL
 DU1500
 DU1500  NGVD 29 (??/??/92)  519.374  (m)         1703.98   (f) ADJ UNCH    1 1
 DU1500
 DU1500.Superseded values are not recommended for survey control.
 DU1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1500.See file dsdata.txt to determine how the superseded data were derived.
 DU1500
 DU1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520951(NAD 83)
 DU1500_MARKER: DD = SURVEY DISK
 DU1500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1500_SP_SET: CULVERT
 DU1500_STAMPING: 1708.90 959+45
 DU1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1500
 DU1500  HISTORY     - Date     Condition        Report By
 DU1500  HISTORY     - UNK      MONUMENTED       AZHD
 DU1500  HISTORY     - 1975     GOOD             AZDT
 DU1500  HISTORY     - 1975     GOOD             AZDT
 DU1500
 DU1500                          STATION DESCRIPTION
 DU1500
 DU1500'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1500'1.5 MI SE FROM PALM SPRINGS.
 DU1500'FROM THE MILEPOST, 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR
 DU1500'0.2 MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL,
 DU1500'SOUTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE
 DU1500'CULVERT HEADWALL.
 DU1500
 DU1500                          STATION RECOVERY (1975)
 DU1500
 DU1500'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1500'FROM THE MILEPOST, 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR
 DU1500'0.2 MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL,
 DU1500'SOUTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE
 DU1500'CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1520 ***********************************************************************
 DU1520  DESIGNATION -  1709.07
 DU1520  PID         -  DU1520
 DU1520  STATE/COUNTY-  AZ/PINAL
 DU1520  USGS QUAD   -  GOLDFIELD (1981)
 DU1520
 DU1520                         *CURRENT SURVEY CONTROL
 DU1520  ___________________________________________________________________
 DU1520* NAD 83(1986)-  33 22 30.     (N)    111 29 20.     (W)     SCALED    
 DU1520* NAVD 88     -       521.63   (+/-2cm)    1711.4    (feet)  VERTCON   
 DU1520  ___________________________________________________________________
 DU1520  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1520
 DU1520  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1520
 DU1520.The horizontal coordinates were scaled from a topographic map and have
 DU1520.an estimated accuracy of +/- 6 seconds.
 DU1520
 DU1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1520.The vertical order pertains to the NGVD 29 superseded value.
 DU1520
 DU1520.The geoid height was determined by GEOID03.
 DU1520
 DU1520;                    North         East    Units  Estimated Accuracy
 DU1520;SPC AZ C     -   263,420.      253,160.      MT  (+/- 180 meters Scaled)
 DU1520
 DU1520                          SUPERSEDED SURVEY CONTROL
 DU1520
 DU1520  NGVD 29 (??/??/92)  521.064  (m)         1709.52   (f) ADJ UNCH    1 1
 DU1520
 DU1520.Superseded values are not recommended for survey control.
 DU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1520.See file dsdata.txt to determine how the superseded data were derived.
 DU1520
 DU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545929(NAD 83)
 DU1520_MARKER: DD = SURVEY DISK
 DU1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1520_SP_SET: CULVERT
 DU1520_STAMPING: 1709.07 1071+78
 DU1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1520
 DU1520  HISTORY     - Date     Condition        Report By
 DU1520  HISTORY     - UNK      MONUMENTED       AZHD
 DU1520  HISTORY     - 1975     GOOD             AZDT
 DU1520  HISTORY     - 1975     GOOD             AZDT
 DU1520
 DU1520                          STATION DESCRIPTION
 DU1520
 DU1520'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1520'3.5 MI SE FROM PALM SPRINGS.
 DU1520'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1520'MILES AND TO THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1520'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT.
 DU1520
 DU1520                          STATION RECOVERY (1975)
 DU1520
 DU1520'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1520'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1520'MILES AND TO THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1520'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0500 ***********************************************************************
 GQ0500  DESIGNATION -  171 DOR
 GQ0500  PID         -  GQ0500
 GQ0500  STATE/COUNTY-  AZ/MOHAVE
 GQ0500  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0500
 GQ0500                         *CURRENT SURVEY CONTROL
 GQ0500  ___________________________________________________________________
 GQ0500* NAD 83(1986)-  36 16 59.     (N)    113 37 09.     (W)     SCALED    
 GQ0500* NAVD 88     -      1726.992  (meters)    5665.97   (feet)  POSTED    
 GQ0500  ___________________________________________________________________
 GQ0500  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 GQ0500  DYNAMIC HT  -        1724.890 (meters)    5659.08  (feet)  COMP
 GQ0500  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 GQ0500
 GQ0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0500
 GQ0500.The horizontal coordinates were scaled from a topographic map and have
 GQ0500.an estimated accuracy of +/- 6 seconds.
 GQ0500
 GQ0500.The orthometric height was determined by differential leveling
 GQ0500.and adjusted by the National Geodetic Survey in 1992..
 GQ0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0500.rate of 0.0 thru 1.0 mm/km.
 GQ0500
 GQ0500.The geoid height was determined by GEOID03.
 GQ0500
 GQ0500.The dynamic height is computed by dividing the NAVD 88
 GQ0500.geopotential number by the normal gravity value computed on the
 GQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0500.degrees latitude (g = 980.6199 gals.).
 GQ0500
 GQ0500.The modeled gravity was interpolated from observed gravity values.
 GQ0500
 GQ0500;                    North         East    Units  Estimated Accuracy
 GQ0500;SPC AZ W     -   585,950.      225,110.      MT  (+/- 180 meters Scaled)
 GQ0500
 GQ0500                          SUPERSEDED SURVEY CONTROL
 GQ0500
 GQ0500.No superseded survey control is available for this station.
 GQ0500
 GQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF647185(NAD 83)
 GQ0500_MARKER: DB = BENCH MARK DISK
 GQ0500_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0500_SP_SET: ROCK LEDGE
 GQ0500_STAMPING: 171 DOR 1970 5663
 GQ0500_MARK LOGO: USGS  
 GQ0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0500+STABILITY: POSITION/ELEVATION WELL
 GQ0500
 GQ0500  HISTORY     - Date     Condition        Report By
 GQ0500  HISTORY     - 1970     MONUMENTED       USGS
 GQ0500
 GQ0500                          STATION DESCRIPTION
 GQ0500
 GQ0500'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0500'119.6 KM (74.3 MI) SOUTH FROM ST GEORGE UT.
 GQ0500'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0500'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0500'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0500'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0500'PIGEON CANYON ROAD, THENCE 2.2 MILES SOUTHWEST, IN THE CANYON WALL,
 GQ0500'25 FEET SOUTHEAST OF THE ROAD, AT THE SOUTHEAST SIDE OF AND 2.5 FEET
 GQ0500'ABOVE A DRY WASH.
 GQ0500'THE MARK IS 4 FT  NE FROM  A WITNESS SIGN
 GQ0500'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0578 ***********************************************************************
 DU0578  DESIGNATION -  1710.51
 DU0578  PID         -  DU0578
 DU0578  STATE/COUNTY-  AZ/PINAL
 DU0578  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0578
 DU0578                         *CURRENT SURVEY CONTROL
 DU0578  ___________________________________________________________________
 DU0578* NAD 83(1986)-  33 24 54.     (N)    111 33 06.     (W)     SCALED    
 DU0578* NAVD 88     -       521.92   (+/-2cm)    1712.3    (feet)  VERTCON   
 DU0578  ___________________________________________________________________
 DU0578  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0578
 DU0578  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0578
 DU0578.The horizontal coordinates were scaled from a topographic map and have
 DU0578.an estimated accuracy of +/- 6 seconds.
 DU0578
 DU0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0578.The vertical order pertains to the NGVD 29 superseded value.
 DU0578
 DU0578.The geoid height was determined by GEOID03.
 DU0578
 DU0578;                    North         East    Units  Estimated Accuracy
 DU0578;SPC AZ C     -   267,830.      247,310.      MT  (+/- 180 meters Scaled)
 DU0578
 DU0578                          SUPERSEDED SURVEY CONTROL
 DU0578
 DU0578  NGVD 29 (??/??/92)  521.361  (m)         1710.50   (f) ADJ UNCH    1 2
 DU0578
 DU0578.Superseded values are not recommended for survey control.
 DU0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0578.See file dsdata.txt to determine how the superseded data were derived.
 DU0578
 DU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB487974(NAD 83)
 DU0578_MARKER: DD = SURVEY DISK
 DU0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0578_SP_SET: ABUTMENT
 DU0578_STAMPING: 1710.51 824.255
 DU0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0578
 DU0578  HISTORY     - Date     Condition        Report By
 DU0578  HISTORY     - UNK      MONUMENTED       AZHD
 DU0578  HISTORY     - 1948     GOOD             NGS
 DU0578  HISTORY     - 1975     GOOD             AZDT
 DU0578  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0578
 DU0578                          STATION DESCRIPTION
 DU0578
 DU0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0578'0.2 MI W FROM APACHE JUNCTION.
 DU0578'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0578'20.4 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP
 DU0578'AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0578'SMALL WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0578
 DU0578                          STATION RECOVERY (1975)
 DU0578
 DU0578'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0578'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.35
 DU0578'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU0578'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU0578'HEADWALL.
 DU0578
 DU0578                          STATION RECOVERY (1981)
 DU0578
 DU0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0578'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1506 ***********************************************************************
 DU1506  DESIGNATION -  1710.77
 DU1506  PID         -  DU1506
 DU1506  STATE/COUNTY-  AZ/PINAL
 DU1506  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1506
 DU1506                         *CURRENT SURVEY CONTROL
 DU1506  ___________________________________________________________________
 DU1506* NAD 83(1986)-  33 24 00.     (N)    111 31 26.     (W)     SCALED    
 DU1506* NAVD 88     -       522.01   (+/-2cm)    1712.6    (feet)  VERTCON   
 DU1506  ___________________________________________________________________
 DU1506  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1506
 DU1506  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1506
 DU1506.The horizontal coordinates were scaled from a topographic map and have
 DU1506.an estimated accuracy of +/- 6 seconds.
 DU1506
 DU1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1506.The vertical order pertains to the NGVD 29 superseded value.
 DU1506
 DU1506.The geoid height was determined by GEOID03.
 DU1506
 DU1506;                    North         East    Units  Estimated Accuracy
 DU1506;SPC AZ C     -   266,180.      249,900.      MT  (+/- 180 meters Scaled)
 DU1506
 DU1506                          SUPERSEDED SURVEY CONTROL
 DU1506
 DU1506  NGVD 29 (??/??/92)  521.443  (m)         1710.77   (f) ADJ UNCH    1 1
 DU1506
 DU1506.Superseded values are not recommended for survey control.
 DU1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1506.See file dsdata.txt to determine how the superseded data were derived.
 DU1506
 DU1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB512957(NAD 83)
 DU1506_MARKER: DD = SURVEY DISK
 DU1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1506_SP_SET: CULVERT
 DU1506_STAMPING: 1710.77 933+00
 DU1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1506
 DU1506  HISTORY     - Date     Condition        Report By
 DU1506  HISTORY     - UNK      MONUMENTED       AZHD
 DU1506  HISTORY     - 1975     GOOD             AZDT
 DU1506  HISTORY     - 1975     GOOD             AZDT
 DU1506
 DU1506                          STATION DESCRIPTION
 DU1506
 DU1506'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1506'0.95 MI SE FROM PALM SPRINGS.
 DU1506'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.7
 DU1506'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1506'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1506'HEADWALL.
 DU1506
 DU1506                          STATION RECOVERY (1975)
 DU1506
 DU1506'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1506'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.7
 DU1506'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1506'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1506'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1530 ***********************************************************************
 CZ1530  DESIGNATION -  1712.18
 CZ1530  PID         -  CZ1530
 CZ1530  STATE/COUNTY-  AZ/PINAL
 CZ1530  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1530
 CZ1530                         *CURRENT SURVEY CONTROL
 CZ1530  ___________________________________________________________________
 CZ1530* NAD 83(1986)-  32 40 40.     (N)    111 26 24.     (W)     SCALED    
 CZ1530* NAVD 88     -       521.18   (+/-2cm)    1709.9    (feet)  VERTCON   
 CZ1530  ___________________________________________________________________
 CZ1530  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1530
 CZ1530  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1530
 CZ1530.The horizontal coordinates were scaled from a topographic map and have
 CZ1530.an estimated accuracy of +/- 6 seconds.
 CZ1530
 CZ1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1530.The vertical order pertains to the NGVD 29 superseded value.
 CZ1530
 CZ1530.The geoid height was determined by GEOID03.
 CZ1530
 CZ1530;                    North         East    Units  Estimated Accuracy
 CZ1530;SPC AZ C     -   186,120.      258,060.      MT  (+/- 180 meters Scaled)
 CZ1530
 CZ1530                          SUPERSEDED SURVEY CONTROL
 CZ1530
 CZ1530  NGVD 29 (??/??/92)  520.605  (m)         1708.02   (f) ADJ UNCH    1 2
 CZ1530
 CZ1530.Superseded values are not recommended for survey control.
 CZ1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1530.See file dsdata.txt to determine how the superseded data were derived.
 CZ1530
 CZ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB587156(NAD 83)
 CZ1530_MARKER: DD = SURVEY DISK
 CZ1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1530_STAMPING: 1712.18
 CZ1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1530+STABILITY: SURFACE MOTION
 CZ1530
 CZ1530  HISTORY     - Date     Condition        Report By
 CZ1530  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1530  HISTORY     - 1975     GOOD             AZDT
 CZ1530
 CZ1530                          STATION DESCRIPTION
 CZ1530
 CZ1530'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1530'4.0 MI SE FROM PICACHO.
 CZ1530'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1530'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1530'A P AND M SURVEY SIGN. 3 FT. EAST OF AN ANGLE IRON. AN AHD BRASS CAP,
 CZ1530'SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0446 ***********************************************************************
 CZ0446  DESIGNATION -  1712+75
 CZ0446  PID         -  CZ0446
 CZ0446  STATE/COUNTY-  AZ/PINAL
 CZ0446  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0446
 CZ0446                         *CURRENT SURVEY CONTROL
 CZ0446  ___________________________________________________________________
 CZ0446* NAD 83(1986)-  32 39 31.     (N)    111 02 40.     (W)     SCALED    
 CZ0446* NAVD 88     -       955.34   (+/-2cm)    3134.3    (feet)  VERTCON   
 CZ0446  ___________________________________________________________________
 CZ0446  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CZ0446
 CZ0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0446
 CZ0446.The horizontal coordinates were scaled from a topographic map and have
 CZ0446.an estimated accuracy of +/- 6 seconds.
 CZ0446
 CZ0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0446.The vertical order pertains to the NGVD 29 superseded value.
 CZ0446
 CZ0446.The geoid height was determined by GEOID03.
 CZ0446
 CZ0446;                    North         East    Units  Estimated Accuracy
 CZ0446;SPC AZ C     -   184,230.      295,180.      MT  (+/- 180 meters Scaled)
 CZ0446
 CZ0446                          SUPERSEDED SURVEY CONTROL
 CZ0446
 CZ0446  NGVD 29 (??/??/92)  954.682  (m)         3132.15   (f) ADJ UNCH    2 0
 CZ0446
 CZ0446.Superseded values are not recommended for survey control.
 CZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0446.See file dsdata.txt to determine how the superseded data were derived.
 CZ0446
 CZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB958134(NAD 83)
 CZ0446_MARKER: DD = SURVEY DISK
 CZ0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0446_SP_SET: CULVERT
 CZ0446_STAMPING: 1712+75 1938 3132.01
 CZ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0446
 CZ0446  HISTORY     - Date     Condition        Report By
 CZ0446  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0446  HISTORY     - 1962     GOOD             NGS
 CZ0446
 CZ0446                          STATION DESCRIPTION
 CZ0446
 CZ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0446'9.35 MI NW FROM ORACLE JUNCTION.
 CZ0446'9.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0446'JUNCTION, 15.1 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0446'DISK SET IN A DRILLHOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0325 ***********************************************************************
 DA0325  DESIGNATION -  1714.03
 DA0325  PID         -  DA0325
 DA0325  STATE/COUNTY-  AZ/PIMA
 DA0325  USGS QUAD   -  AJO SOUTH (1990)
 DA0325
 DA0325                         *CURRENT SURVEY CONTROL
 DA0325  ___________________________________________________________________
 DA0325* NAD 83(1986)-  32 21 20.     (N)    112 49 37.     (W)     SCALED    
 DA0325* NAVD 88     -       523.077  (meters)    1716.13   (feet)  ADJUSTED  
 DA0325  ___________________________________________________________________
 DA0325  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0325  DYNAMIC HT  -         522.408 (meters)    1713.93  (feet)  COMP
 DA0325  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 DA0325
 DA0325  VERT ORDER  -  FIRST     CLASS II
 DA0325
 DA0325.The horizontal coordinates were scaled from a topographic map and have
 DA0325.an estimated accuracy of +/- 6 seconds.
 DA0325
 DA0325.The orthometric height was determined by differential leveling
 DA0325.and adjusted by the National Geodetic Survey in June 1991..
 DA0325
 DA0325.The geoid height was determined by GEOID03.
 DA0325
 DA0325.The dynamic height is computed by dividing the NAVD 88
 DA0325.geopotential number by the normal gravity value computed on the
 DA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0325.degrees latitude (g = 980.6199 gals.).
 DA0325
 DA0325.The modeled gravity was interpolated from observed gravity values.
 DA0325
 DA0325;                    North         East    Units  Estimated Accuracy
 DA0325;SPC AZ C     -   150,660.      127,690.      MT  (+/- 180 meters Scaled)
 DA0325
 DA0325                          SUPERSEDED SURVEY CONTROL
 DA0325
 DA0325  NGVD 29 (??/??/92)  522.388  (m)         1713.87   (f) ADJ UNCH    1 2
 DA0325
 DA0325.Superseded values are not recommended for survey control.
 DA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0325.See file dsdata.txt to determine how the superseded data were derived.
 DA0325
 DA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA280813(NAD 83)
 DA0325_MARKER: DD = SURVEY DISK
 DA0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0325_SP_SET: CULVERT
 DA0325_STAMPING: 1714.03 140.22.92 1939
 DA0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0325+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0325
 DA0325  HISTORY     - Date     Condition        Report By
 DA0325  HISTORY     - 1939     MONUMENTED       AZHD
 DA0325  HISTORY     - 1953     GOOD             NGS
 DA0325  HISTORY     - 1981     GOOD             NGS
 DA0325  HISTORY     - 19970305 GOOD             USPSQD
 DA0325  HISTORY     - 20060218 GOOD             USPSQD
 DA0325
 DA0325                          STATION DESCRIPTION
 DA0325
 DA0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0325'2.65 MI SE FROM AJO.
 DA0325'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0325'FROM THE STATION AT AJO, THENCE 2.5 MILES SOUTHEAST ALONG STATE
 DA0325'HIGHWAY 86, 0.6 MILE SOUTHEAST OF THE T JUNCTION OF A PAVED ROAD
 DA0325'LEADING SOUTHWEST TO DARBY WELL, AT A LARGE CONCRETE BRIDGE OVER A
 DA0325'WASH, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 DA0325'HEAD WALL, 32.9 FEET SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE
 DA0325'HEAD WALL, 14.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 DA0325'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 DA0325
 DA0325                          STATION RECOVERY (1981)
 DA0325
 DA0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0325'RECOVERED IN GOOD CONDITION.
 DA0325
 DA0325                          STATION RECOVERY (1997)
 DA0325
 DA0325'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0325'RECOVERED IN GOOD CONDITION.
 DA0325
 DA0325                          STATION RECOVERY (2006)
 DA0325
 DA0325'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1479 ***********************************************************************
 DU1479  DESIGNATION -  1714.08
 DU1479  PID         -  DU1479
 DU1479  STATE/COUNTY-  AZ/PINAL
 DU1479  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1479
 DU1479                         *CURRENT SURVEY CONTROL
 DU1479  ___________________________________________________________________
 DU1479* NAD 83(1986)-  33 24 12.     (N)    111 31 44.     (W)     SCALED    
 DU1479* NAVD 88     -       523.20   (+/-2cm)    1716.5    (feet)  VERTCON   
 DU1479  ___________________________________________________________________
 DU1479  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1479
 DU1479  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1479
 DU1479.The horizontal coordinates were scaled from a topographic map and have
 DU1479.an estimated accuracy of +/- 6 seconds.
 DU1479
 DU1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1479.The vertical order pertains to the NGVD 29 superseded value.
 DU1479
 DU1479.The geoid height was determined by GEOID03.
 DU1479
 DU1479;                    North         East    Units  Estimated Accuracy
 DU1479;SPC AZ C     -   266,550.      249,430.      MT  (+/- 180 meters Scaled)
 DU1479
 DU1479                          SUPERSEDED SURVEY CONTROL
 DU1479
 DU1479  NGVD 29 (??/??/92)  522.629  (m)         1714.66   (f) ADJ UNCH    1 1
 DU1479
 DU1479.Superseded values are not recommended for survey control.
 DU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1479.See file dsdata.txt to determine how the superseded data were derived.
 DU1479
 DU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508961(NAD 83)
 DU1479_MARKER: DD = SURVEY DISK
 DU1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1479_SP_SET: CULVERT
 DU1479_STAMPING: 1714.08 912+45
 DU1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1479
 DU1479  HISTORY     - Date     Condition        Report By
 DU1479  HISTORY     - UNK      MONUMENTED       AZHD
 DU1479  HISTORY     - 1975     GOOD             AZDT
 DU1479  HISTORY     - 1975     GOOD             AZDT
 DU1479  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1479
 DU1479                          STATION DESCRIPTION
 DU1479
 DU1479'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1479'.6 MI SE FROM PALM SPRINGS.
 DU1479'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1479'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1479'OF THE EAST BOUND LANE.  U.S. 60, 70, AND 80, EAST OF APACHE JUNCTION.
 DU1479'AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1479
 DU1479                          STATION RECOVERY (1975)
 DU1479
 DU1479'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1479'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1479'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1479'OF THE EAST BOUND LANE.  U.S. 60, 70, AND 80, EAST OF APACHE JUNCTION.
 DU1479'AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1479
 DU1479                          STATION RECOVERY (1999)
 DU1479
 DU1479'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0576 ***********************************************************************
 DU0576  DESIGNATION -  1714.50
 DU0576  PID         -  DU0576
 DU0576  STATE/COUNTY-  AZ/PINAL
 DU0576  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0576
 DU0576                         *CURRENT SURVEY CONTROL
 DU0576  ___________________________________________________________________
 DU0576* NAD 83(1986)-  33 24 50.     (N)    111 33 02.     (W)     SCALED    
 DU0576* NAVD 88     -       523.31   (+/-2cm)    1716.9    (feet)  VERTCON   
 DU0576  ___________________________________________________________________
 DU0576  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0576
 DU0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0576
 DU0576.The horizontal coordinates were scaled from a topographic map and have
 DU0576.an estimated accuracy of +/- 6 seconds.
 DU0576
 DU0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0576.The vertical order pertains to the NGVD 29 superseded value.
 DU0576
 DU0576.The geoid height was determined by GEOID03.
 DU0576
 DU0576;                    North         East    Units  Estimated Accuracy
 DU0576;SPC AZ C     -   267,710.      247,410.      MT  (+/- 180 meters Scaled)
 DU0576
 DU0576                          SUPERSEDED SURVEY CONTROL
 DU0576
 DU0576  NGVD 29 (??/??/92)  522.747  (m)         1715.05   (f) ADJ UNCH    1 2
 DU0576
 DU0576.Superseded values are not recommended for survey control.
 DU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0576.See file dsdata.txt to determine how the superseded data were derived.
 DU0576
 DU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488973(NAD 83)
 DU0576_MARKER: DD = SURVEY DISK
 DU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0576_SP_SET: ABUTMENT
 DU0576_STAMPING: 1714.50 835.82
 DU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0576
 DU0576  HISTORY     - Date     Condition        Report By
 DU0576  HISTORY     - UNK      MONUMENTED       AZHD
 DU0576  HISTORY     - 1948     GOOD             NGS
 DU0576  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0576
 DU0576                          STATION DESCRIPTION
 DU0576
 DU0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0576'IN APACHE JUNCTION.
 DU0576'AT APACHE JUNCTION, ABOUT 450 FEET SOUTH OF THE JUNCTION OF U. S.
 DU0576'HIGHWAY NO. 80 AND STATE HIGHWAY NO. 88, 165 FEET SOUTHEAST OF THE
 DU0576'SOUTHEAST CORNER OF THE APACHE JUNCTION AIRPORT, 23.6 FEET SOUTHWEST
 DU0576'OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP AND AT THE
 DU0576'NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0576'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0576
 DU0576                          STATION RECOVERY (1981)
 DU0576
 DU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0576'MARK IS BELIEVED DESTROYED BY SHOPPING CENTER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1315 ***********************************************************************
 DU1315  DESIGNATION -  1716.01
 DU1315  PID         -  DU1315
 DU1315  STATE/COUNTY-  AZ/PINAL
 DU1315  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1315
 DU1315                         *CURRENT SURVEY CONTROL
 DU1315  ___________________________________________________________________
 DU1315* NAD 83(1986)-  33 24 52.     (N)    111 33 00.     (W)     SCALED    
 DU1315* NAVD 88     -       523.663  (meters)    1718.05   (feet)  ADJUSTED  
 DU1315  ___________________________________________________________________
 DU1315  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU1315  DYNAMIC HT  -         523.024 (meters)    1715.95  (feet)  COMP
 DU1315  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 DU1315
 DU1315  VERT ORDER  -  FIRST     CLASS II
 DU1315
 DU1315.The horizontal coordinates were scaled from a topographic map and have
 DU1315.an estimated accuracy of +/- 6 seconds.
 DU1315
 DU1315.The orthometric height was determined by differential leveling
 DU1315.and adjusted by the National Geodetic Survey in June 1991..
 DU1315
 DU1315.The geoid height was determined by GEOID03.
 DU1315
 DU1315.The dynamic height is computed by dividing the NAVD 88
 DU1315.geopotential number by the normal gravity value computed on the
 DU1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1315.degrees latitude (g = 980.6199 gals.).
 DU1315
 DU1315.The modeled gravity was interpolated from observed gravity values.
 DU1315
 DU1315;                    North         East    Units  Estimated Accuracy
 DU1315;SPC AZ C     -   267,770.      247,460.      MT  (+/- 180 meters Scaled)
 DU1315
 DU1315                          SUPERSEDED SURVEY CONTROL
 DU1315
 DU1315.No superseded survey control is available for this station.
 DU1315
 DU1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488973(NAD 83)
 DU1315_MARKER: DB = BENCH MARK DISK
 DU1315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1315_SP_SET: HEADWALL
 DU1315_STAMPING: 1716.01 835+55 61
 DU1315_MARK LOGO: AZHD  
 DU1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1315+STABILITY: SURFACE MOTION
 DU1315
 DU1315  HISTORY     - Date     Condition        Report By
 DU1315  HISTORY     - 1961     MONUMENTED       AZHD
 DU1315  HISTORY     - 1981     GOOD             NGS
 DU1315  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1315
 DU1315                          STATION DESCRIPTION
 DU1315
 DU1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1315'IN APACHE JUNCTION.
 DU1315'AT APACHE JUNCTION, IN THE TOP CENTER OF THE SOUTH
 DU1315'HEADWALL FOR A 90 CENTIMETER (36 INCH) CORRUGATED METAL PIPE CULVERT
 DU1315'UNDER U.S. HIGHWAY, 60 AT A 2 X 4.6 METER (6.6 X 15 FOOT) CONCRETE
 DU1315'BOX FOR A 90 CENTIMETER (36 INCH) CORRUGATED METAL PIPE CULVERT UNDER
 DU1315'THE LEISURE PLAZA SHOPPING CENTER PARKING LOT, AT THE JUNCTION OF U.S.
 DU1315'HIGHWAY 60,80,89 AND STATE HIGHWAY 88, 7.8 METERS (25.8 FEET)
 DU1315'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 19.5 METERS
 DU1315'(63.8 FEET) SOUTH ACROSS THE U.S. HIGHWAY FROM THE 60 CENTIMETER
 DU1315'(24 INCH) STEEL SIGN POST FOR THE MASSIVE HIGHWAY 88 AND GLOBE,
 DU1315'TUCSON EASTBOUND TRAFFIC SIGN.
 DU1315
 DU1315                          STATION RECOVERY (1999)
 DU1315
 DU1315'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0489 ***********************************************************************
 CZ0489  DESIGNATION -  171+82
 CZ0489  PID         -  CZ0489
 CZ0489  STATE/COUNTY-  AZ/PIMA
 CZ0489  USGS QUAD   -  MARANA (1992)
 CZ0489
 CZ0489                         *CURRENT SURVEY CONTROL
 CZ0489  ___________________________________________________________________
 CZ0489* NAD 83(1992)-  32 28 05.01343(N)    111 13 25.19798(W)     ADJUSTED  
 CZ0489* NAVD 88     -       600.761  (meters)    1971.00   (feet)  ADJUSTED  
 CZ0489  ___________________________________________________________________
 CZ0489  X           -  -1,950,093.794 (meters)                     COMP
 CZ0489  Y           -  -5,021,489.025 (meters)                     COMP
 CZ0489  Z           -   3,404,641.951 (meters)                     COMP
 CZ0489  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 CZ0489  ELLIP HEIGHT-         571.26  (meters)          (06/11/02) GPS OBS
 CZ0489  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CZ0489  DYNAMIC HT  -         599.970 (meters)    1968.40  (feet)  COMP
 CZ0489  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CZ0489
 CZ0489  HORZ ORDER  -  FIRST
 CZ0489  VERT ORDER  -  FIRST     CLASS II
 CZ0489  ELLP ORDER  -  FOURTH    CLASS II
 CZ0489
 CZ0489.The horizontal coordinates were established by GPS observations
 CZ0489.and adjusted by the National Geodetic Survey in August 1993..
 CZ0489
 CZ0489.The orthometric height was determined by differential leveling
 CZ0489.and adjusted by the National Geodetic Survey in June 1991..
 CZ0489
 CZ0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0489
 CZ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0489
 CZ0489.The ellipsoidal height was determined by GPS observations
 CZ0489.and is referenced to NAD 83.
 CZ0489
 CZ0489.The geoid height was determined by GEOID03.
 CZ0489
 CZ0489.The dynamic height is computed by dividing the NAVD 88
 CZ0489.geopotential number by the normal gravity value computed on the
 CZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0489.degrees latitude (g = 980.6199 gals.).
 CZ0489
 CZ0489.The modeled gravity was interpolated from observed gravity values.
 CZ0489
 CZ0489;                    North         East     Units Scale Factor Converg.
 CZ0489;SPC AZ C     -   162,976.850   278,503.120   MT  0.99995231   +0 22 19.3
 CZ0489;SPC AZ C     -   534,700.95    913,724.15   iFT  0.99995231   +0 22 19.3
 CZ0489;UTM  12      - 3,592,340.478   478,981.546   MT  0.99960545   -0 07 12.3
 CZ0489
 CZ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0489!SPC AZ C     -   0.99991031  x   0.99995231  =   0.99986263
 CZ0489!UTM  12      -   0.99991031  x   0.99960545  =   0.99951580
 CZ0489
 CZ0489                          SUPERSEDED SURVEY CONTROL
 CZ0489
 CZ0489  ELLIP H (08/23/93)  571.32   (m)                       GP(       ) 4 2
 CZ0489  NAD 83(1986)-  32 28 05.00854(N)    111 13 25.19829(W) AD(       ) 1
 CZ0489  NGVD 29 (??/??/92)  600.192  (m)         1969.13   (f) ADJ UNCH    1 2
 CZ0489
 CZ0489.Superseded values are not recommended for survey control.
 CZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0489.See file dsdata.txt to determine how the superseded data were derived.
 CZ0489
 CZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7898292340(NAD 83)
 CZ0489_MARKER: DD = SURVEY DISK
 CZ0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0489_SP_SET: CULVERT
 CZ0489_STAMPING: 1969.43 171+82 1931
 CZ0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0489+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ0489
 CZ0489  HISTORY     - Date     Condition        Report By
 CZ0489  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0489  HISTORY     - 1951     GOOD             NGS
 CZ0489  HISTORY     - 1960     GOOD             NGS
 CZ0489  HISTORY     - 1980     GOOD             NGS
 CZ0489  HISTORY     - 1987     GOOD             NGS
 CZ0489  HISTORY     - 19960204 GOOD             USPSQD
 CZ0489
 CZ0489                          STATION DESCRIPTION
 CZ0489
 CZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0489'1.1 MI NW FROM MARANA.
 CZ0489'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0489'RAILROAD FROM THE POST OFFICE AT MARANA, ABOUT 2 POLES SOUTHEAST OF
 CZ0489'MILE POLE NUMBER 961, IN THE TOP OF THE CENTER OF THE NORTHEAST
 CZ0489'CONCRETE HEADWALL OF A DOUBLE BOX TYPE HIGHWAY CULVERT, ABOUT 125 FEET
 CZ0489'SOUTHWEST OF THE MAIN RAILROAD TRACK, 16 FEET NORTHEAST OF THE
 CZ0489'CENTERLINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND
 CZ0489'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0489
 CZ0489                          STATION RECOVERY (1960)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0489'RECOVERED IN GOOD CONDITION.
 CZ0489
 CZ0489                          STATION RECOVERY (1980)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0489'36.8 KILOMETERS (22.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0489'COMPANY RAILROAD FROM THE STATION AT TUCSON, 1.0 KILOMETER (0.6
 CZ0489'MILE) NORTHWEST OF MARANA ROAD, 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 CZ0489'OF MILE POST 961, AT A FRONTAGE ROAD DOUBLE BOX CULVERT IN THE TOP
 CZ0489'OF THE CENTER OF THE NORTHEAST HEADWALL, 35.8 (117.6 FEET) SOUTHWEST
 CZ0489'OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET NORTHEAST OF THE
 CZ0489'CENTERLINE OF THE ROAD.
 CZ0489'THE MARK IS 0.1 M ABOVE THE ROAD.
 CZ0489
 CZ0489                          STATION RECOVERY (1987)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0489'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0489'IN GOOD CONDITION.
 CZ0489'
 CZ0489'THE STATION IS LOCATED ABOUT 56.3 KM (35 MI)
 CZ0489'NORTHWEST OF TUCSON,
 CZ0489'22.5 KM (14 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ0489'3.2 KM (2 MI) NORTH-NORTHWEST OF MARANA.
 CZ0489'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0489'
 CZ0489'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0489'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ0489'MARANA, GO NORTH-NORTHEAST FOR 0.1 KM (0.05 MI) ON SANDARIO ROAD TO
 CZ0489'A STOP SIGN AT THE FRONTAGE ROAD.
 CZ0489'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON THE FRONTAGE ROAD
 CZ0489'TO THE STATION ON THE RIGHT.
 CZ0489'
 CZ0489'THE STATION IS A STANDARD AZHD DISK
 CZ0489'STAMPED---171+82 1969.43 1931---,
 CZ0489'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHEAST HEADWALL OF A
 CZ0489'CONCRETE CULVERT.  LOCATED
 CZ0489'36.0 METERS (118.1 FT) SOUTHWEST FROM THE WESTERNMOST RAIL OF THE
 CZ0489'RAILROAD TRACKS,
 CZ0489'5.3 METERS (17.4 FT) SOUTH FROM THE POWER POLE NUMBER 3 AND
 CZ0489'4.8 METERS (15.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0489'FRONTAGE ROAD.
 CZ0489'
 CZ0489'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0489'
 CZ0489'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0489'
 CZ0489'DESCRIBED BY G.S. HART.
 CZ0489
 CZ0489                          STATION RECOVERY (1996)
 CZ0489
 CZ0489'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1531 ***********************************************************************
 CZ1531  DESIGNATION -  1719.95
 CZ1531  PID         -  CZ1531
 CZ1531  STATE/COUNTY-  AZ/PINAL
 CZ1531  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1531
 CZ1531                         *CURRENT SURVEY CONTROL
 CZ1531  ___________________________________________________________________
 CZ1531* NAD 83(1986)-  32 40 32.     (N)    111 26 08.     (W)     SCALED    
 CZ1531* NAVD 88     -       523.69   (+/-2cm)    1718.1    (feet)  VERTCON   
 CZ1531  ___________________________________________________________________
 CZ1531  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ1531
 CZ1531  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1531
 CZ1531.The horizontal coordinates were scaled from a topographic map and have
 CZ1531.an estimated accuracy of +/- 6 seconds.
 CZ1531
 CZ1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1531.The vertical order pertains to the NGVD 29 superseded value.
 CZ1531
 CZ1531.The geoid height was determined by GEOID03.
 CZ1531
 CZ1531;                    North         East    Units  Estimated Accuracy
 CZ1531;SPC AZ C     -   185,880.      258,480.      MT  (+/- 180 meters Scaled)
 CZ1531
 CZ1531                          SUPERSEDED SURVEY CONTROL
 CZ1531
 CZ1531  NGVD 29 (??/??/92)  523.114  (m)         1716.25   (f) ADJ UNCH    1 2
 CZ1531
 CZ1531.Superseded values are not recommended for survey control.
 CZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1531.See file dsdata.txt to determine how the superseded data were derived.
 CZ1531
 CZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB591154(NAD 83)
 CZ1531_MARKER: DD = SURVEY DISK
 CZ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1531_STAMPING: 1719.95
 CZ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1531+STABILITY: SURFACE MOTION
 CZ1531
 CZ1531  HISTORY     - Date     Condition        Report By
 CZ1531  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1531  HISTORY     - 1975     GOOD             AZDT
 CZ1531
 CZ1531                          STATION DESCRIPTION
 CZ1531
 CZ1531'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1531'4.3 MI SE FROM PICACHO.
 CZ1531'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.65 MILES AND TO
 CZ1531'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1531'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AT THE WEST END
 CZ1531'OF A REST AREA AND AT AN ANGLE POINT IN THE R/W FENCE LINE.  AN AHD
 CZ1531'BRASS CAP, SET IN 8 IN. CONCRETE POST, DOWN 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0285 ***********************************************************************
 GP0285  DESIGNATION -  172
 GP0285  PID         -  GP0285
 GP0285  STATE/COUNTY-  AZ/COCONINO
 GP0285  USGS QUAD   -  LEES FERRY (1985)
 GP0285
 GP0285                         *CURRENT SURVEY CONTROL
 GP0285  ___________________________________________________________________
 GP0285* NAD 83(1986)-  36 50 13.     (N)    111 30 30.     (W)     SCALED    
 GP0285* NAVD 88     -      1395.263  (meters)    4577.63   (feet)  ADJUSTED  
 GP0285  ___________________________________________________________________
 GP0285  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0285  DYNAMIC HT  -        1393.627 (meters)    4572.26  (feet)  COMP
 GP0285  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 GP0285
 GP0285  VERT ORDER  -  FIRST     CLASS II
 GP0285
 GP0285.The horizontal coordinates were scaled from a topographic map and have
 GP0285.an estimated accuracy of +/- 6 seconds.
 GP0285
 GP0285.The orthometric height was determined by differential leveling
 GP0285.and adjusted by the National Geodetic Survey in June 1991..
 GP0285
 GP0285.The geoid height was determined by GEOID03.
 GP0285
 GP0285.The dynamic height is computed by dividing the NAVD 88
 GP0285.geopotential number by the normal gravity value computed on the
 GP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0285.degrees latitude (g = 980.6199 gals.).
 GP0285
 GP0285.The modeled gravity was interpolated from observed gravity values.
 GP0285
 GP0285;                    North         East    Units  Estimated Accuracy
 GP0285;SPC AZ C     -   647,450.      249,780.      MT  (+/- 180 meters Scaled)
 GP0285
 GP0285                          SUPERSEDED SURVEY CONTROL
 GP0285
 GP0285  NGVD 29 (??/??/92) 1394.335  (m)         4574.58   (f) ADJ UNCH    1 2
 GP0285
 GP0285.Superseded values are not recommended for survey control.
 GP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0285.See file dsdata.txt to determine how the superseded data were derived.
 GP0285
 GP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF546769(NAD 83)
 GP0285_MARKER: DD = SURVEY DISK
 GP0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0285_SP_SET: CURB
 GP0285_STAMPING: 172 1957
 GP0285_MARK LOGO: BOR   
 GP0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0285+STABILITY: POSITION/ELEVATION WELL
 GP0285
 GP0285  HISTORY     - Date     Condition        Report By
 GP0285  HISTORY     - 1957     MONUMENTED       BOR
 GP0285  HISTORY     - 1962     GOOD             NGS
 GP0285  HISTORY     - 1983     GOOD             NGS
 GP0285  HISTORY     - 19931203 GOOD             USPSQD
 GP0285
 GP0285                          STATION DESCRIPTION
 GP0285
 GP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0285'7.85 MI S FROM PAGE.
 GP0285'ABOUT 7.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0285'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT THE NORTH END OF A METAL
 GP0285'AND CONCRETE BRIDGE OVER WATER HOLE CANYON, 23 FEET SOUTH OF HIGHWAY
 GP0285'MILEPOST NUMBER 542, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0285'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 GP0285'NORTH END OF THE EAST CONCRETE CURBING OF THE BRIDGE.
 GP0285
 GP0285                          STATION RECOVERY (1983)
 GP0285
 GP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0285'RECOVERED IN GOOD CONDITION.
 GP0285
 GP0285                          STATION RECOVERY (1993)
 GP0285
 GP0285'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0030 ***********************************************************************
 CG0030  DESIGNATION -  172
 CG0030  PID         -  CG0030
 CG0030  STATE/COUNTY-  AZ/COCHISE
 CG0030  USGS QUAD   -  SAINT DAVID (1973)
 CG0030
 CG0030                         *CURRENT SURVEY CONTROL
 CG0030  ___________________________________________________________________
 CG0030* NAD 83(1986)-  31 58 10.     (N)    110 12 37.     (W)     SCALED    
 CG0030* NAVD 88     -      1169.84   (+/-2cm)    3838.1    (feet)  VERTCON   
 CG0030  ___________________________________________________________________
 CG0030  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CG0030
 CG0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0030
 CG0030.The horizontal coordinates were scaled from a topographic map and have
 CG0030.an estimated accuracy of +/- 6 seconds.
 CG0030
 CG0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0030.The vertical order pertains to the NGVD 29 superseded value.
 CG0030
 CG0030.The geoid height was determined by GEOID03.
 CG0030
 CG0030;                    North         East    Units  Estimated Accuracy
 CG0030;SPC AZ E     -   107,480.      209,240.      MT  (+/- 180 meters Scaled)
 CG0030
 CG0030                          SUPERSEDED SURVEY CONTROL
 CG0030
 CG0030  NGVD 29 (??/??/92) 1169.018  (m)         3835.35   (f) ADJ UNCH    1 2
 CG0030
 CG0030.Superseded values are not recommended for survey control.
 CG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0030.See file dsdata.txt to determine how the superseded data were derived.
 CG0030
 CG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA746373(NAD 83)
 CG0030_MARKER: P = PIPE CAP
 CG0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0030_STAMPING: 172 1907 H
 CG0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0030
 CG0030  HISTORY     - Date     Condition        Report By
 CG0030  HISTORY     - 1907     MONUMENTED       USGS
 CG0030  HISTORY     - 1952     GOOD             NGS
 CG0030
 CG0030                          STATION DESCRIPTION
 CG0030
 CG0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0030'5.6 MI E FROM BENSON.
 CG0030'5.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0030'STATION AT BENSON, ABOUT 0.3 MILE SOUTHEAST OF MILEPOLE 1038, ABOUT
 CG0030'0.1 MILE NORTHWEST OF BRIDGE 1038.41, ON THE INSIDE OF A CURVE, 100.4
 CG0030'FEET SOUTH OF THE SOUTH RAIL, 69.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 CG0030'3.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT 4 FEET LOWER THAN THE
 CG0030'TOP OF THE TRACK, AND SET IN AN IRON PIPE PROJECTING 1.4 FOOT ABOVE
 CG0030'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0501 ***********************************************************************
 GQ0501  DESIGNATION -  172 DOR
 GQ0501  PID         -  GQ0501
 GQ0501  STATE/COUNTY-  AZ/MOHAVE
 GQ0501  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0501
 GQ0501                         *CURRENT SURVEY CONTROL
 GQ0501  ___________________________________________________________________
 GQ0501* NAD 83(1986)-  36 16 40.     (N)    113 37 49.     (W)     SCALED    
 GQ0501* NAVD 88     -      1686.927  (meters)    5534.53   (feet)  POSTED    
 GQ0501  ___________________________________________________________________
 GQ0501  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 GQ0501  DYNAMIC HT  -        1684.880 (meters)    5527.81  (feet)  COMP
 GQ0501  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 GQ0501
 GQ0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0501
 GQ0501.The horizontal coordinates were scaled from a topographic map and have
 GQ0501.an estimated accuracy of +/- 6 seconds.
 GQ0501
 GQ0501.The orthometric height was determined by differential leveling
 GQ0501.and adjusted by the National Geodetic Survey in 1992..
 GQ0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0501.rate of 0.0 thru 1.0 mm/km.
 GQ0501
 GQ0501.The geoid height was determined by GEOID03.
 GQ0501
 GQ0501.The dynamic height is computed by dividing the NAVD 88
 GQ0501.geopotential number by the normal gravity value computed on the
 GQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0501.degrees latitude (g = 980.6199 gals.).
 GQ0501
 GQ0501.The modeled gravity was interpolated from observed gravity values.
 GQ0501
 GQ0501;                    North         East    Units  Estimated Accuracy
 GQ0501;SPC AZ W     -   585,360.      224,120.      MT  (+/- 180 meters Scaled)
 GQ0501
 GQ0501                          SUPERSEDED SURVEY CONTROL
 GQ0501
 GQ0501.No superseded survey control is available for this station.
 GQ0501
 GQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF637179(NAD 83)
 GQ0501_MARKER: DB = BENCH MARK DISK
 GQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0501_SP_SET: ROCK LEDGE
 GQ0501_STAMPING: 172 DOR 1970 5532
 GQ0501_MARK LOGO: USGS  
 GQ0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0501+STABILITY: POSITION/ELEVATION WELL
 GQ0501
 GQ0501  HISTORY     - Date     Condition        Report By
 GQ0501  HISTORY     - 1970     MONUMENTED       USGS
 GQ0501
 GQ0501                          STATION DESCRIPTION
 GQ0501
 GQ0501'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0501'121.2 KM (75.30 MI) SSW FROM ST GEORGE UT.
 GQ0501'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0501'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0501'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0501'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0501'PIGEON CANYON ROAD, THENCE 3.2 MILES SOUTHWEST, AT THE NORTHWEST EDGE
 GQ0501'OF A DRY WASH, 36 FEET NORTHWEST OF THE ROAD, 12 FEET NORTHWEST OF
 GQ0501'THE DRY WASH.
 GQ0501'THE MARK IS 2 FT  S FROM  A WITNESS SIGN
 GQ0501'THE MARK IS 2 FT ABOVE DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1316 ***********************************************************************
 DU1316  DESIGNATION -  1721.22
 DU1316  PID         -  DU1316
 DU1316  STATE/COUNTY-  AZ/PINAL
 DU1316  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1316
 DU1316                         *CURRENT SURVEY CONTROL
 DU1316  ___________________________________________________________________
 DU1316* NAD 83(1986)-  33 24 38.     (N)    111 32 32.     (W)     SCALED    
 DU1316* NAVD 88     -       525.207  (meters)    1723.12   (feet)  ADJUSTED  
 DU1316  ___________________________________________________________________
 DU1316  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1316  DYNAMIC HT  -         524.566 (meters)    1721.01  (feet)  COMP
 DU1316  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 DU1316
 DU1316  VERT ORDER  -  FIRST     CLASS II
 DU1316
 DU1316.The horizontal coordinates were scaled from a topographic map and have
 DU1316.an estimated accuracy of +/- 6 seconds.
 DU1316
 DU1316.The orthometric height was determined by differential leveling
 DU1316.and adjusted by the National Geodetic Survey in June 1991..
 DU1316
 DU1316.The geoid height was determined by GEOID03.
 DU1316
 DU1316.The dynamic height is computed by dividing the NAVD 88
 DU1316.geopotential number by the normal gravity value computed on the
 DU1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1316.degrees latitude (g = 980.6199 gals.).
 DU1316
 DU1316.The modeled gravity was interpolated from observed gravity values.
 DU1316
 DU1316;                    North         East    Units  Estimated Accuracy
 DU1316;SPC AZ C     -   267,340.      248,190.      MT  (+/- 180 meters Scaled)
 DU1316
 DU1316                          SUPERSEDED SURVEY CONTROL
 DU1316
 DU1316.No superseded survey control is available for this station.
 DU1316
 DU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495969(NAD 83)
 DU1316_MARKER: DB = BENCH MARK DISK
 DU1316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1316_SP_SET: HEADWALL
 DU1316_STAMPING: EL.1721.22 64
 DU1316_MARK LOGO: AZHD  
 DU1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1316
 DU1316  HISTORY     - Date     Condition        Report By
 DU1316  HISTORY     - 1964     MONUMENTED       AZHD
 DU1316  HISTORY     - 1981     GOOD             NGS
 DU1316  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1316
 DU1316                          STATION DESCRIPTION
 DU1316
 DU1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1316'1.0 KM (0.65 MI) SE FROM APACHE JUNCTION.
 DU1316'1.0 KILOMETER (0.65 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 DU1316'JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN THE
 DU1316'TOP CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2 X 2.4 METER (4X8 FOOT)
 DU1316'BOX CULVERT UNDER THE NORTHBOUND LANES OF THE HIGHWAY, 6.9 METERS
 DU1316'(22.7 FEET) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY
 DU1316'LANES, 20.9 METERS (68.6 FEET) NORTHWEST OF THE CENTERLINE OF A
 DU1316'HIGHWAY CROSSOVER AND 12.7 METERS (41.7 FEET) NORTH-NORTHEAST OF A
 DU1316'U.S.G.S. STREAMFLOW GAGING STATION.
 DU1316'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU1316
 DU1316                          STATION RECOVERY (1999)
 DU1316
 DU1316'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0071 ***********************************************************************
 EU0071  DESIGNATION -  1722.05
 EU0071  PID         -  EU0071
 EU0071  STATE/COUNTY-  AZ/MOHAVE
 EU0071  USGS QUAD   -  YUCCA (1970)
 EU0071
 EU0071                         *CURRENT SURVEY CONTROL
 EU0071  ___________________________________________________________________
 EU0071* NAD 83(1986)-  34 49 41.     (N)    114 08 42.     (W)     SCALED    
 EU0071* NAVD 88     -       525.556  (meters)    1724.26   (feet)  ADJUSTED  
 EU0071  ___________________________________________________________________
 EU0071  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 EU0071  DYNAMIC HT  -         524.971 (meters)    1722.34  (feet)  COMP
 EU0071  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 EU0071
 EU0071  VERT ORDER  -  FIRST     CLASS II
 EU0071
 EU0071.The horizontal coordinates were scaled from a topographic map and have
 EU0071.an estimated accuracy of +/- 6 seconds.
 EU0071
 EU0071.The orthometric height was determined by differential leveling
 EU0071.and adjusted by the National Geodetic Survey in June 1991..
 EU0071
 EU0071.The geoid height was determined by GEOID03.
 EU0071
 EU0071.The dynamic height is computed by dividing the NAVD 88
 EU0071.geopotential number by the normal gravity value computed on the
 EU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0071.degrees latitude (g = 980.6199 gals.).
 EU0071
 EU0071.The modeled gravity was interpolated from observed gravity values.
 EU0071
 EU0071;                    North         East    Units  Estimated Accuracy
 EU0071;SPC AZ W     -   424,590.      177,230.      MT  (+/- 180 meters Scaled)
 EU0071
 EU0071                          SUPERSEDED SURVEY CONTROL
 EU0071
 EU0071  NGVD 29 (??/??/??)  524.825  (m)         1721.86   (f) ADJUSTED    1 2
 EU0071
 EU0071.Superseded values are not recommended for survey control.
 EU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0071.See file dsdata.txt to determine how the superseded data were derived.
 EU0071
 EU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU611576(NAD 83)
 EU0071_MARKER: DD = SURVEY DISK
 EU0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0071_SP_SET: CULVERT
 EU0071_STAMPING: 1722.05 1194X75 1951
 EU0071_MARK LOGO: AZHD  
 EU0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0071
 EU0071  HISTORY     - Date     Condition        Report By
 EU0071  HISTORY     - 1951     MONUMENTED       AZHD
 EU0071  HISTORY     - 1961     GOOD             NGS
 EU0071  HISTORY     - 1981     GOOD             NGS
 EU0071
 EU0071                          STATION DESCRIPTION
 EU0071
 EU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0071'3.4 MI S FROM YUCCA.
 EU0071'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0071'YUCCA, THENCE 3.15 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN THE
 EU0071'TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 15 FOOT
 EU0071'CONCRETE BOX CULVERT WITH 2 OPENINGS, 25 FEET EAST OF THE
 EU0071'CENTERLINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET BELOW THE LEVEL
 EU0071'OF THE HIGHWAY.
 EU0071
 EU0071                          STATION RECOVERY (1981)
 EU0071
 EU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0071'4.0 KM (2.5 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0071'ROAD OVERPASS IN YUCCA, AT THE SOUTH END OF A REST AREA, AT A DOUBLE
 EU0071'BOX CULVERT UNDER THE WEST BOUND TRAFFIC LANES, IN TOP OF THE CENTER
 EU0071'OF THE EAST HEADWALL, 7.0 METERS (23 FT) EAST OF THE CENTERLINE OF THE
 EU0071'WEST BOUND LANES.
 EU0071'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0165 ***********************************************************************
 ES0165  DESIGNATION -  172+64
 ES0165  PID         -  ES0165
 ES0165  STATE/COUNTY-  AZ/NAVAJO
 ES0165  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0165
 ES0165                         *CURRENT SURVEY CONTROL
 ES0165  ___________________________________________________________________
 ES0165* NAD 83(1986)-  34 14 41.     (N)    110 03 11.     (W)     SCALED    
 ES0165* NAVD 88     -      1964.225  (meters)    6444.29   (feet)  ADJUSTED  
 ES0165  ___________________________________________________________________
 ES0165  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0165  DYNAMIC HT  -        1961.305 (meters)    6434.71  (feet)  COMP
 ES0165  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 ES0165
 ES0165  VERT ORDER  -  SECOND    CLASS 0
 ES0165
 ES0165.The horizontal coordinates were scaled from a topographic map and have
 ES0165.an estimated accuracy of +/- 6 seconds.
 ES0165
 ES0165.The orthometric height was determined by differential leveling
 ES0165.and adjusted by the National Geodetic Survey in June 1991..
 ES0165
 ES0165.The geoid height was determined by GEOID03.
 ES0165
 ES0165.The dynamic height is computed by dividing the NAVD 88
 ES0165.geopotential number by the normal gravity value computed on the
 ES0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0165.degrees latitude (g = 980.6199 gals.).
 ES0165
 ES0165.The modeled gravity was interpolated from observed gravity values.
 ES0165
 ES0165;                    North         East    Units  Estimated Accuracy
 ES0165;SPC AZ E     -   359,800.      223,830.      MT  (+/- 180 meters Scaled)
 ES0165
 ES0165                          SUPERSEDED SURVEY CONTROL
 ES0165
 ES0165  NGVD 29 (??/??/92) 1963.311  (m)         6441.30   (f) ADJ UNCH    2 0
 ES0165
 ES0165.Superseded values are not recommended for survey control.
 ES0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0165.See file dsdata.txt to determine how the superseded data were derived.
 ES0165
 ES0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC871896(NAD 83)
 ES0165_MARKER: P = PIPE CAP
 ES0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0165_STAMPING: 172+64 5 6249.28 35
 ES0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0165
 ES0165  HISTORY     - Date     Condition        Report By
 ES0165  HISTORY     - UNK      MONUMENTED       BPR
 ES0165  HISTORY     - 1960     GOOD             NGS
 ES0165
 ES0165                          STATION DESCRIPTION
 ES0165
 ES0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0165'1.7 MI SW FROM SHOW LOW.
 ES0165'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0165'SHOW LOW, THENCE 1.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE
 ES0165'HIGHWAY 77, IN SECTION 19, R 22 E, T 10 N, 66 FEET NORTHWEST OF THE
 ES0165'CENTER LINE OF THE HIGHWAY, 6 INCHES SOUTHEAST OF A FENCE, 0.6 FOOT
 ES0165'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A CAP
 ES0165'ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1523 ***********************************************************************
 DU1523  DESIGNATION -  1729.61
 DU1523  PID         -  DU1523
 DU1523  STATE/COUNTY-  AZ/PINAL
 DU1523  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1523
 DU1523                         *CURRENT SURVEY CONTROL
 DU1523  ___________________________________________________________________
 DU1523* NAD 83(1986)-  33 22 24.     (N)    111 29 02.     (W)     SCALED    
 DU1523* NAVD 88     -       527.89   (+/-2cm)    1731.9    (feet)  VERTCON   
 DU1523  ___________________________________________________________________
 DU1523  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1523
 DU1523  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1523
 DU1523.The horizontal coordinates were scaled from a topographic map and have
 DU1523.an estimated accuracy of +/- 6 seconds.
 DU1523
 DU1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1523.The vertical order pertains to the NGVD 29 superseded value.
 DU1523
 DU1523.The geoid height was determined by GEOID03.
 DU1523
 DU1523;                    North         East    Units  Estimated Accuracy
 DU1523;SPC AZ C     -   263,240.      253,630.      MT  (+/- 180 meters Scaled)
 DU1523
 DU1523                          SUPERSEDED SURVEY CONTROL
 DU1523
 DU1523  NGVD 29 (??/??/92)  527.318  (m)         1730.04   (f) ADJ UNCH    1 1
 DU1523
 DU1523.Superseded values are not recommended for survey control.
 DU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1523.See file dsdata.txt to determine how the superseded data were derived.
 DU1523
 DU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU1523_MARKER: DD = SURVEY DISK
 DU1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1523_SP_SET: BRIDGE
 DU1523_STAMPING: 1729.61 1086+68 1955
 DU1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1523
 DU1523  HISTORY     - Date     Condition        Report By
 DU1523  HISTORY     - 1955     MONUMENTED       AZHD
 DU1523  HISTORY     - 1975     GOOD             NGS
 DU1523
 DU1523                          STATION DESCRIPTION
 DU1523
 DU1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1523'4.7 MI SE FROM APACHE JCT.
 DU1523'ABOUT 4.7 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1523'JUNCTION WITH ARIZONA 88 AT APACHE JCT., AT THE SOUTHWEST CORNER OF A
 DU1523'BRIDGE, 75 FEET SOUTHWEST OF HWY. CENTERLINE AND 1 FOOT ABOVE BRIDGE
 DU1523'DECK.  AN ARIZONA HWY. DEPT. DISK STAMPED 1729.61 1086+68 1955.
 DU1523'SECTION 1, T 1 S., R 8 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0502 ***********************************************************************
 GQ0502  DESIGNATION -  173 DOR
 GQ0502  PID         -  GQ0502
 GQ0502  STATE/COUNTY-  AZ/MOHAVE
 GQ0502  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0502
 GQ0502                         *CURRENT SURVEY CONTROL
 GQ0502  ___________________________________________________________________
 GQ0502* NAD 83(1986)-  36 16 50.     (N)    113 38 36.     (W)     SCALED    
 GQ0502* NAVD 88     -      1645.301  (meters)    5397.96   (feet)  POSTED    
 GQ0502  ___________________________________________________________________
 GQ0502  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 GQ0502  DYNAMIC HT  -        1643.320 (meters)    5391.46  (feet)  COMP
 GQ0502  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 GQ0502
 GQ0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0502
 GQ0502.The horizontal coordinates were scaled from a topographic map and have
 GQ0502.an estimated accuracy of +/- 6 seconds.
 GQ0502
 GQ0502.The orthometric height was determined by differential leveling
 GQ0502.and adjusted by the National Geodetic Survey in 1992..
 GQ0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0502.rate of 0.0 thru 1.0 mm/km.
 GQ0502
 GQ0502.The geoid height was determined by GEOID03.
 GQ0502
 GQ0502.The dynamic height is computed by dividing the NAVD 88
 GQ0502.geopotential number by the normal gravity value computed on the
 GQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0502.degrees latitude (g = 980.6199 gals.).
 GQ0502
 GQ0502.The modeled gravity was interpolated from observed gravity values.
 GQ0502
 GQ0502;                    North         East    Units  Estimated Accuracy
 GQ0502;SPC AZ W     -   585,670.      222,940.      MT  (+/- 180 meters Scaled)
 GQ0502
 GQ0502                          SUPERSEDED SURVEY CONTROL
 GQ0502
 GQ0502.No superseded survey control is available for this station.
 GQ0502
 GQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF625183(NAD 83)
 GQ0502_MARKER: DB = BENCH MARK DISK
 GQ0502_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0502_SP_SET: ROCK OUTCROP
 GQ0502_STAMPING: 173 DOR 1970 5395
 GQ0502_MARK LOGO: USGS  
 GQ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0502+STABILITY: POSITION/ELEVATION WELL
 GQ0502
 GQ0502  HISTORY     - Date     Condition        Report By
 GQ0502  HISTORY     - 1970     MONUMENTED       USGS
 GQ0502
 GQ0502                          STATION DESCRIPTION
 GQ0502
 GQ0502'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0502'122.5 KM (76.10 MI) SSW FROM ST GEORGE UT.
 GQ0502'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0502'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0502'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0502'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0502'PIGEON CANYON ROAD, THENCE 4.0 MILES SOUTHWEST, 55 FEET SOUTHWEST OF
 GQ0502'THE ROAD, AT THE SOUTHWEST EDGE OF A DRY WASH.
 GQ0502'THE MARK IS 1.5 FT  NE FROM  A WITNESS POST
 GQ0502'THE MARK IS 3.5 FT ABOVE DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1534 ***********************************************************************
 CZ1534  DESIGNATION -  1732.95
 CZ1534  PID         -  CZ1534
 CZ1534  STATE/COUNTY-  AZ/PINAL
 CZ1534  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1534
 CZ1534                         *CURRENT SURVEY CONTROL
 CZ1534  ___________________________________________________________________
 CZ1534* NAD 83(1986)-  32 40 16.     (N)    111 25 42.     (W)     SCALED    
 CZ1534* NAVD 88     -       528.07   (+/-2cm)    1732.5    (feet)  VERTCON   
 CZ1534  ___________________________________________________________________
 CZ1534  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1534
 CZ1534  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1534
 CZ1534.The horizontal coordinates were scaled from a topographic map and have
 CZ1534.an estimated accuracy of +/- 6 seconds.
 CZ1534
 CZ1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1534.The vertical order pertains to the NGVD 29 superseded value.
 CZ1534
 CZ1534.The geoid height was determined by GEOID03.
 CZ1534
 CZ1534;                    North         East    Units  Estimated Accuracy
 CZ1534;SPC AZ C     -   185,390.      259,160.      MT  (+/- 180 meters Scaled)
 CZ1534
 CZ1534                          SUPERSEDED SURVEY CONTROL
 CZ1534
 CZ1534  NGVD 29 (??/??/92)  527.483  (m)         1730.58   (f) ADJ UNCH    1 2
 CZ1534
 CZ1534.Superseded values are not recommended for survey control.
 CZ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1534.See file dsdata.txt to determine how the superseded data were derived.
 CZ1534
 CZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB598149(NAD 83)
 CZ1534_MARKER: DD = SURVEY DISK
 CZ1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1534_STAMPING: 1732.95
 CZ1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1534+STABILITY: SURFACE MOTION
 CZ1534
 CZ1534  HISTORY     - Date     Condition        Report By
 CZ1534  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1534  HISTORY     - 1975     GOOD             AZDT
 CZ1534
 CZ1534                          STATION DESCRIPTION
 CZ1534
 CZ1534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1534'4.8 MI SE FROM PICACHO.
 CZ1534'AT THE EAST END OF THE REST AREA ALONG I-10, AT MILEPOST 217.15. UNDER
 CZ1534'THE SOUTH R/W FENCE LINE.  3 FT. EAST OF AN ANGLE IRON, STENCILED, POT
 CZ1534'1988+00.00 MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN
 CZ1534'AN 8 IN. CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1522 ***********************************************************************
 DU1522  DESIGNATION -  1734.40
 DU1522  PID         -  DU1522
 DU1522  STATE/COUNTY-  AZ/PINAL
 DU1522  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1522
 DU1522                         *CURRENT SURVEY CONTROL
 DU1522  ___________________________________________________________________
 DU1522* NAD 83(1986)-  33 22 24.     (N)    111 29 02.     (W)     SCALED    
 DU1522* NAVD 88     -       529.21   (+/-2cm)    1736.2    (feet)  VERTCON   
 DU1522  ___________________________________________________________________
 DU1522  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1522
 DU1522  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1522
 DU1522.The horizontal coordinates were scaled from a topographic map and have
 DU1522.an estimated accuracy of +/- 6 seconds.
 DU1522
 DU1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1522.The vertical order pertains to the NGVD 29 superseded value.
 DU1522
 DU1522.The geoid height was determined by GEOID03.
 DU1522
 DU1522;                    North         East    Units  Estimated Accuracy
 DU1522;SPC AZ C     -   263,240.      253,630.      MT  (+/- 180 meters Scaled)
 DU1522
 DU1522                          SUPERSEDED SURVEY CONTROL
 DU1522
 DU1522  NGVD 29 (??/??/92)  528.636  (m)         1734.37   (f) ADJ UNCH    1 1
 DU1522
 DU1522.Superseded values are not recommended for survey control.
 DU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1522.See file dsdata.txt to determine how the superseded data were derived.
 DU1522
 DU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU1522_MARKER: DZ = AZIMUTH MARK DISK
 DU1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1522_SP_SET: BRIDGE
 DU1522_STAMPING: 1734.40 1087+ 1964
 DU1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1522
 DU1522  HISTORY     - Date     Condition        Report By
 DU1522  HISTORY     - 1964     MONUMENTED       AZHD
 DU1522  HISTORY     - 1975     GOOD             NGS
 DU1522
 DU1522                          STATION DESCRIPTION
 DU1522
 DU1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1522'4.75 MI SE FROM APACHE JCT.
 DU1522'ABOUT 4.75 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1522'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JCT. AT A BRIDGE AND ON THE
 DU1522'BRIDGE RAIL, 4 FEET ABOVE BRIDGE DECK AND 75 FEET NORTHEAST OF BRIDGE
 DU1522'CENTERLINE.  AN ARIZONA HWY. DEPT. DISK STAMPED 1734.40 1087+ 1964.
 DU1522'SECTION 1, T 1 S., R 8 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0669 ***********************************************************************
 DW0669  DESIGNATION -  1735.20
 DW0669  PID         -  DW0669
 DW0669  STATE/COUNTY-  AZ/LA PAZ
 DW0669  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0669
 DW0669                         *CURRENT SURVEY CONTROL
 DW0669  ___________________________________________________________________
 DW0669* NAD 83(1986)-  33 40 05.     (N)    114 02 23.     (W)     SCALED    
 DW0669* NAVD 88     -       529.90   (+/-2cm)    1738.5    (feet)  VERTCON   
 DW0669  ___________________________________________________________________
 DW0669  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DW0669
 DW0669  VERT ORDER  -  ? (See Below)
 DW0669
 DW0669.The horizontal coordinates were scaled from a topographic map and have
 DW0669.an estimated accuracy of +/- 6 seconds.
 DW0669
 DW0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0669.The vertical order pertains to the NGVD 29 superseded value.
 DW0669
 DW0669.The geoid height was determined by GEOID03.
 DW0669
 DW0669;                    North         East    Units  Estimated Accuracy
 DW0669;SPC AZ W     -   295,890.      186,490.      MT  (+/- 180 meters Scaled)
 DW0669
 DW0669                          SUPERSEDED SURVEY CONTROL
 DW0669
 DW0669  NGVD 29 (??/??/??)  529.190  (m)         1736.18   (f) ADJUSTED    ?  
 DW0669
 DW0669.Superseded values are not recommended for survey control.
 DW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0669.See file dsdata.txt to determine how the superseded data were derived.
 DW0669
 DW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT744292(NAD 83)
 DW0669_MARKER: DD = SURVEY DISK
 DW0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0669_SP_SET: HEADWALL
 DW0669_STAMPING: 1735.20 1608+68
 DW0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0669
 DW0669  HISTORY     - Date     Condition        Report By
 DW0669  HISTORY     - UNK      MONUMENTED       AZHD
 DW0669  HISTORY     - 1933     GOOD             NGS
 DW0669  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0669
 DW0669                          STATION DESCRIPTION
 DW0669
 DW0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0669'11.7 MI E FROM QUARTZSITE.
 DW0669'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0669'YUMA COUNTY, AT A CULVERT, AND IN THE CENTER OF THE TOP OF A
 DW0669'CONCRETE HEAD WALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DW0669'DISK, STAMPED 1735.20 1608+68.
 DW0669
 DW0669                          STATION RECOVERY (1981)
 DW0669
 DW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0669'NOT-RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH CULVERT BY
 DW0669'INTERSTATE 10 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1525 ***********************************************************************
 DU1525  DESIGNATION -  1737.33
 DU1525  PID         -  DU1525
 DU1525  STATE/COUNTY-  AZ/PINAL
 DU1525  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1525
 DU1525                         *CURRENT SURVEY CONTROL
 DU1525  ___________________________________________________________________
 DU1525* NAD 83(1986)-  33 22 06.     (N)    111 28 44.     (W)     SCALED    
 DU1525* NAVD 88     -       530.22   (+/-2cm)    1739.6    (feet)  VERTCON   
 DU1525  ___________________________________________________________________
 DU1525  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1525
 DU1525  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1525
 DU1525.The horizontal coordinates were scaled from a topographic map and have
 DU1525.an estimated accuracy of +/- 6 seconds.
 DU1525
 DU1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1525.The vertical order pertains to the NGVD 29 superseded value.
 DU1525
 DU1525.The geoid height was determined by GEOID03.
 DU1525
 DU1525;                    North         East    Units  Estimated Accuracy
 DU1525;SPC AZ C     -   262,680.      254,100.      MT  (+/- 180 meters Scaled)
 DU1525
 DU1525                          SUPERSEDED SURVEY CONTROL
 DU1525
 DU1525  NGVD 29 (??/??/92)  529.657  (m)         1737.72   (f) ADJ UNCH    1 1
 DU1525
 DU1525.Superseded values are not recommended for survey control.
 DU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1525.See file dsdata.txt to determine how the superseded data were derived.
 DU1525
 DU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB554922(NAD 83)
 DU1525_MARKER: DD = SURVEY DISK
 DU1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1525_SP_SET: CULVERT
 DU1525_STAMPING: 1737.33 1109+69.30 1949
 DU1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1525
 DU1525  HISTORY     - Date     Condition        Report By
 DU1525  HISTORY     - 1949     MONUMENTED       AZHD
 DU1525  HISTORY     - 1975     GOOD             NGS
 DU1525
 DU1525                          STATION DESCRIPTION
 DU1525
 DU1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1525'5.2 MI SE FROM APACHE JUNCTION.
 DU1525'ABOUT 5.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1525'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JUNCTION, AT MILE POST 20102,
 DU1525'75 FEET SOUTHWEST OF HWY. CENTERLINE ON A 10 FOOT CULVERT HEADWALL 1.5
 DU1525'FEET BELOW ROADWAY, AN ARIZONA HWY. DEPT. DISK STAMPED 1737.33 1109+69
 DU1525'1949.  SECTION 1, T 1S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0326 ***********************************************************************
 DA0326  DESIGNATION -  173+75
 DA0326  PID         -  DA0326
 DA0326  STATE/COUNTY-  AZ/PIMA
 DA0326  USGS QUAD   -  AJO SOUTH (1990)
 DA0326
 DA0326                         *CURRENT SURVEY CONTROL
 DA0326  ___________________________________________________________________
 DA0326* NAD 83(1986)-  32 21 00.     (N)    112 49 04.     (W)     SCALED    
 DA0326* NAVD 88     -       516.900  (meters)    1695.86   (feet)  ADJUSTED  
 DA0326  ___________________________________________________________________
 DA0326  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0326  DYNAMIC HT  -         516.237 (meters)    1693.69  (feet)  COMP
 DA0326  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 DA0326
 DA0326  VERT ORDER  -  FIRST     CLASS II
 DA0326
 DA0326.The horizontal coordinates were scaled from a topographic map and have
 DA0326.an estimated accuracy of +/- 6 seconds.
 DA0326
 DA0326.The orthometric height was determined by differential leveling
 DA0326.and adjusted by the National Geodetic Survey in June 1991..
 DA0326
 DA0326.The geoid height was determined by GEOID03.
 DA0326
 DA0326.The dynamic height is computed by dividing the NAVD 88
 DA0326.geopotential number by the normal gravity value computed on the
 DA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0326.degrees latitude (g = 980.6199 gals.).
 DA0326
 DA0326.The modeled gravity was interpolated from observed gravity values.
 DA0326
 DA0326;                    North         East    Units  Estimated Accuracy
 DA0326;SPC AZ C     -   150,030.      128,540.      MT  (+/- 180 meters Scaled)
 DA0326
 DA0326                          SUPERSEDED SURVEY CONTROL
 DA0326
 DA0326  NGVD 29 (??/??/92)  516.206  (m)         1693.59   (f) ADJ UNCH    1 2
 DA0326
 DA0326.Superseded values are not recommended for survey control.
 DA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0326.See file dsdata.txt to determine how the superseded data were derived.
 DA0326
 DA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA289806(NAD 83)
 DA0326_MARKER: DD = SURVEY DISK
 DA0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0326_SP_SET: CULVERT
 DA0326_STAMPING: 1693.69 173+75 1939
 DA0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0326+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0326
 DA0326  HISTORY     - Date     Condition        Report By
 DA0326  HISTORY     - 1939     MONUMENTED       AZHD
 DA0326  HISTORY     - 1953     GOOD             NGS
 DA0326  HISTORY     - 1981     GOOD             NGS
 DA0326  HISTORY     - 20060218 GOOD             USPSQD
 DA0326
 DA0326                          STATION DESCRIPTION
 DA0326
 DA0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0326'3.3 MI SE FROM AJO.
 DA0326'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0326'FROM THE STATION AT AJO, THENCE 3.15 MILES SOUTHEAST ALONG STATE
 DA0326'HIGHWAY 86, AT AN 8- BY 60 FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 DA0326'THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.0 FEET
 DA0326'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTHEAST OF THE
 DA0326'NORTHWEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0326
 DA0326                          STATION RECOVERY (1981)
 DA0326
 DA0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0326'RECOVERED IN GOOD CONDITION.
 DA0326
 DA0326                          STATION RECOVERY (2006)
 DA0326
 DA0326'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0377 ***********************************************************************
 DA0377  DESIGNATION -  1739.8
 DA0377  PID         -  DA0377
 DA0377  STATE/COUNTY-  AZ/PIMA
 DA0377  USGS QUAD   -  AJO SOUTH (1990)
 DA0377
 DA0377                         *CURRENT SURVEY CONTROL
 DA0377  ___________________________________________________________________
 DA0377* NAD 83(1986)-  32 17 22.     (N)    112 51 31.     (W)     SCALED    
 DA0377* NAVD 88     -       530.62   (+/-2cm)    1740.9    (feet)  VERTCON   
 DA0377  ___________________________________________________________________
 DA0377  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0377
 DA0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0377
 DA0377.The horizontal coordinates were scaled from a topographic map and have
 DA0377.an estimated accuracy of +/- 6 seconds.
 DA0377
 DA0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0377.The vertical order pertains to the NGVD 29 superseded value.
 DA0377
 DA0377.The geoid height was determined by GEOID03.
 DA0377
 DA0377;                    North         East    Units  Estimated Accuracy
 DA0377;SPC AZ C     -   143,350.      124,640.      MT  (+/- 180 meters Scaled)
 DA0377
 DA0377                          SUPERSEDED SURVEY CONTROL
 DA0377
 DA0377  NGVD 29 (??/??/92)  529.907  (m)         1738.54   (f) ADJ UNCH    2 0
 DA0377
 DA0377.Superseded values are not recommended for survey control.
 DA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0377.See file dsdata.txt to determine how the superseded data were derived.
 DA0377
 DA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA249740(NAD 83)
 DA0377_MARKER: P = PIPE CAP
 DA0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0377_STAMPING: SWC EXA NWC EXD
 DA0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0377
 DA0377  HISTORY     - Date     Condition        Report By
 DA0377  HISTORY     - UNK      MONUMENTED       USGS
 DA0377  HISTORY     - 1952     GOOD             NGS
 DA0377
 DA0377                          STATION DESCRIPTION
 DA0377
 DA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0377'7.75 MI S FROM AJO.
 DA0377'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0377'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0377'ALONG HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 5.7 MILES
 DA0377'SOUTHWEST AND SOUTH ALONG DARBEY WELL ROAD LEADING TO BATES WELL, 25
 DA0377'1/2 FEET WEST OF THE CENTERLINE OF MAIN ROAD, 7 1/2 FEET WEST OF THE
 DA0377'CENTERLINE OF THE OLD ROAD, AN ALUMINUM CAP ON TOP OF AN 1 1/2 INCH
 DA0377'IRON PIPE SET IN THE CENTER OF A PILE OF ROCKS CEMENTED TOGETHER,
 DA0377'PROJECTING 3.3 FEET ABOVE GROUND, AND ABOUT 3 FEET HIGHER THAN THE
 DA0377'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0503 ***********************************************************************
 GQ0503  DESIGNATION -  174 DOR
 GQ0503  PID         -  GQ0503
 GQ0503  STATE/COUNTY-  AZ/MOHAVE
 GQ0503  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0503
 GQ0503                         *CURRENT SURVEY CONTROL
 GQ0503  ___________________________________________________________________
 GQ0503* NAD 83(1986)-  36 17 10.     (N)    113 39 21.     (W)     SCALED    
 GQ0503* NAVD 88     -      1577.489  (meters)    5175.48   (feet)  POSTED    
 GQ0503  ___________________________________________________________________
 GQ0503  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 GQ0503  DYNAMIC HT  -        1575.600 (meters)    5169.28  (feet)  COMP
 GQ0503  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 GQ0503
 GQ0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0503
 GQ0503.The horizontal coordinates were scaled from a topographic map and have
 GQ0503.an estimated accuracy of +/- 6 seconds.
 GQ0503
 GQ0503.The orthometric height was determined by differential leveling
 GQ0503.and adjusted by the National Geodetic Survey in 1992..
 GQ0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0503.rate of 0.0 thru 1.0 mm/km.
 GQ0503
 GQ0503.The geoid height was determined by GEOID03.
 GQ0503
 GQ0503.The dynamic height is computed by dividing the NAVD 88
 GQ0503.geopotential number by the normal gravity value computed on the
 GQ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0503.degrees latitude (g = 980.6199 gals.).
 GQ0503
 GQ0503.The modeled gravity was interpolated from observed gravity values.
 GQ0503
 GQ0503;                    North         East    Units  Estimated Accuracy
 GQ0503;SPC AZ W     -   586,280.      221,820.      MT  (+/- 180 meters Scaled)
 GQ0503
 GQ0503                          SUPERSEDED SURVEY CONTROL
 GQ0503
 GQ0503.No superseded survey control is available for this station.
 GQ0503
 GQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF614189(NAD 83)
 GQ0503_MARKER: DB = BENCH MARK DISK
 GQ0503_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0503_SP_SET: ROCK LEDGE
 GQ0503_STAMPING: 174 DOR 1970 5173
 GQ0503_MARK LOGO: USGS  
 GQ0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0503+STABILITY: POSITION/ELEVATION WELL
 GQ0503
 GQ0503  HISTORY     - Date     Condition        Report By
 GQ0503  HISTORY     - 1970     MONUMENTED       USGS
 GQ0503
 GQ0503                          STATION DESCRIPTION
 GQ0503
 GQ0503'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0503'124.1 KM (77.10 MI) SSW FROM ST GEORGE UT.
 GQ0503'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0503'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0503'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0503'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0503'PIGEON CANYON ROAD, THENCE 5.0 MILES SOUTHWEST, ON THE FACE OF A ROCK
 GQ0503'WALL IN THE EAST EDGE OF THE NORTH END OF THE CANYON, 38 FEET SOUTH
 GQ0503'OF THE ROAD, IN A SMALL LEDGE.
 GQ0503'THE MARK IS 6 FT  SW FROM  A WITNESS POST
 GQ0503'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0109 ***********************************************************************
 DA0109  DESIGNATION -  1742.53
 DA0109  PID         -  DA0109
 DA0109  STATE/COUNTY-  AZ/MARICOPA
 DA0109  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0109
 DA0109                         *CURRENT SURVEY CONTROL
 DA0109  ___________________________________________________________________
 DA0109* NAD 83(1986)-  32 50 38.     (N)    112 16 12.     (W)     SCALED    
 DA0109* NAVD 88     -       531.79   (+/-2cm)    1744.7    (feet)  VERTCON   
 DA0109  ___________________________________________________________________
 DA0109  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0109
 DA0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0109
 DA0109.The horizontal coordinates were scaled from a topographic map and have
 DA0109.an estimated accuracy of +/- 6 seconds.
 DA0109
 DA0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0109.The vertical order pertains to the NGVD 29 superseded value.
 DA0109
 DA0109.The geoid height was determined by GEOID03.
 DA0109
 DA0109;                    North         East    Units  Estimated Accuracy
 DA0109;SPC AZ C     -   204,500.      180,290.      MT  (+/- 180 meters Scaled)
 DA0109
 DA0109                          SUPERSEDED SURVEY CONTROL
 DA0109
 DA0109  NGVD 29 (??/??/92)  531.147  (m)         1742.60   (f) ADJ UNCH    2 0
 DA0109
 DA0109.Superseded values are not recommended for survey control.
 DA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0109.See file dsdata.txt to determine how the superseded data were derived.
 DA0109
 DA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB811346(NAD 83)
 DA0109_MARKER: DD = SURVEY DISK
 DA0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0109_SP_SET: HEADWALL
 DA0109_STAMPING: 1742.53 1412+45 19
 DA0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0109
 DA0109  HISTORY     - Date     Condition        Report By
 DA0109  HISTORY     - UNK      MONUMENTED       AZHD
 DA0109  HISTORY     - 1960     GOOD             NGS
 DA0109
 DA0109                          STATION DESCRIPTION
 DA0109
 DA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0109'18.4 MI W FROM STANFIELD.
 DA0109'18.4 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84,
 DA0109'0.8 MILE WEST OF VEKOL OVERPASS, 25 FEET NORTH OF CENTER LINE OF
 DA0109'WESTBOUND TRAFFIC LANE IN DRILL HOLE IN NORTH HEADWALL, 1 FOOT HIGHER
 DA0109'THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0495 ***********************************************************************
 DU0495  DESIGNATION -  1744.05
 DU0495  PID         -  DU0495
 DU0495  STATE/COUNTY-  AZ/PINAL
 DU0495  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0495
 DU0495                         *CURRENT SURVEY CONTROL
 DU0495  ___________________________________________________________________
 DU0495* NAD 83(1986)-  33 21 52.     (N)    111 28 33.     (W)     SCALED    
 DU0495* NAVD 88     -       532.26   (+/-2cm)    1746.3    (feet)  VERTCON   
 DU0495  ___________________________________________________________________
 DU0495  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU0495
 DU0495  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU0495
 DU0495.The horizontal coordinates were scaled from a topographic map and have
 DU0495.an estimated accuracy of +/- 6 seconds.
 DU0495
 DU0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0495.The vertical order pertains to the NGVD 29 superseded value.
 DU0495
 DU0495.The geoid height was determined by GEOID03.
 DU0495
 DU0495;                    North         East    Units  Estimated Accuracy
 DU0495;SPC AZ C     -   262,250.      254,380.      MT  (+/- 180 meters Scaled)
 DU0495
 DU0495                          SUPERSEDED SURVEY CONTROL
 DU0495
 DU0495  NGVD 29 (??/??/92)  531.702  (m)         1744.43   (f) ADJ UNCH    1 1
 DU0495
 DU0495.Superseded values are not recommended for survey control.
 DU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0495.See file dsdata.txt to determine how the superseded data were derived.
 DU0495
 DU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB557917(NAD 83)
 DU0495_MARKER: DD = SURVEY DISK
 DU0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0495_SP_SET: CULVERT
 DU0495_STAMPING: 1744.05 1125+20 1930
 DU0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0495
 DU0495  HISTORY     - Date     Condition        Report By
 DU0495  HISTORY     - 1930     MONUMENTED       AZHD
 DU0495  HISTORY     - 1935     GOOD             NGS
 DU0495  HISTORY     - 1975     GOOD             NGS
 DU0495
 DU0495                          STATION DESCRIPTION
 DU0495
 DU0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0495'5.5 MI SE FROM APACHE JUNCTION.
 DU0495'5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0495'CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 DU0495'SOUTH HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. AN
 DU0495'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1744.05
 DU0495'1125+20 1930.
 DU0495
 DU0495                          STATION RECOVERY (1975)
 DU0495
 DU0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0495'ABOUT 5.5 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU0495'JUNCTION WITH ARIZONA 88 AT APACHE JUNCTION, AT A LARGE CONCRETE
 DU0495'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH
 DU0495'HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE.
 DU0495'AN ARIZONA STATE HWY. DEPT. DISK STAMPED 1744.05 1125+20 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1526 ***********************************************************************
 DU1526  DESIGNATION -  1745.01
 DU1526  PID         -  DU1526
 DU1526  STATE/COUNTY-  AZ/PINAL
 DU1526  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1526
 DU1526                         *CURRENT SURVEY CONTROL
 DU1526  ___________________________________________________________________
 DU1526* NAD 83(1986)-  33 21 54.     (N)    111 28 32.     (W)     SCALED    
 DU1526* NAVD 88     -       532.44   (+/-2cm)    1746.8    (feet)  VERTCON   
 DU1526  ___________________________________________________________________
 DU1526  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1526
 DU1526  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1526
 DU1526.The horizontal coordinates were scaled from a topographic map and have
 DU1526.an estimated accuracy of +/- 6 seconds.
 DU1526
 DU1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1526.The vertical order pertains to the NGVD 29 superseded value.
 DU1526
 DU1526.The geoid height was determined by GEOID03.
 DU1526
 DU1526;                    North         East    Units  Estimated Accuracy
 DU1526;SPC AZ C     -   262,320.      254,410.      MT  (+/- 180 meters Scaled)
 DU1526
 DU1526                          SUPERSEDED SURVEY CONTROL
 DU1526
 DU1526  NGVD 29 (??/??/92)  531.880  (m)         1745.01   (f) ADJ UNCH    1 1
 DU1526
 DU1526.Superseded values are not recommended for survey control.
 DU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1526.See file dsdata.txt to determine how the superseded data were derived.
 DU1526
 DU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB557918(NAD 83)
 DU1526_MARKER: DD = SURVEY DISK
 DU1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1526_SP_SET: BRIDGE
 DU1526_STAMPING: 1745.01 1175+ 1964
 DU1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1526
 DU1526  HISTORY     - Date     Condition        Report By
 DU1526  HISTORY     - 1964     MONUMENTED       AZHD
 DU1526  HISTORY     - 1975     GOOD             NGS
 DU1526
 DU1526                          STATION DESCRIPTION
 DU1526
 DU1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1526'5.25 MI SE FROM APACHE JUNCTION.
 DU1526'ABOUT 5.25 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1526'JUNCTION OF ARIZONA HWY. 88 OF APACHE JUNCTION, AT MILE POST 201.3 ON
 DU1526'A HEADWALL OF A 70 FOOT BRIDGE AND 30 FEET NORTHEAST OF HWY.
 DU1526'CENTERLINE, A ARIZONA HWY. DEPT. DISK STAMPED 1125+ 1964.  SECTION 1,
 DU1526'T 1S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1528 ***********************************************************************
 DU1528  DESIGNATION -  1748.52
 DU1528  PID         -  DU1528
 DU1528  STATE/COUNTY-  AZ/PINAL
 DU1528  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1528
 DU1528                         *CURRENT SURVEY CONTROL
 DU1528  ___________________________________________________________________
 DU1528* NAD 83(1986)-  33 21 42.     (N)    111 28 26.     (W)     SCALED    
 DU1528* NAVD 88     -       533.62   (+/-2cm)    1750.7    (feet)  VERTCON   
 DU1528  ___________________________________________________________________
 DU1528  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1528
 DU1528  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1528
 DU1528.The horizontal coordinates were scaled from a topographic map and have
 DU1528.an estimated accuracy of +/- 6 seconds.
 DU1528
 DU1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1528.The vertical order pertains to the NGVD 29 superseded value.
 DU1528
 DU1528.The geoid height was determined by GEOID03.
 DU1528
 DU1528;                    North         East    Units  Estimated Accuracy
 DU1528;SPC AZ C     -   261,950.      254,570.      MT  (+/- 180 meters Scaled)
 DU1528
 DU1528                          SUPERSEDED SURVEY CONTROL
 DU1528
 DU1528  NGVD 29 (??/??/92)  533.061  (m)         1748.88   (f) ADJ UNCH    1 1
 DU1528
 DU1528.Superseded values are not recommended for survey control.
 DU1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1528.See file dsdata.txt to determine how the superseded data were derived.
 DU1528
 DU1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB559914(NAD 83)
 DU1528_MARKER: DD = SURVEY DISK
 DU1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1528_SP_SET: BRIDGE
 DU1528_STAMPING: 1748.52 1139+63.3 1930
 DU1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1528
 DU1528  HISTORY     - Date     Condition        Report By
 DU1528  HISTORY     - 1930     MONUMENTED       AZHD
 DU1528  HISTORY     - 1975     GOOD             NGS
 DU1528
 DU1528                          STATION DESCRIPTION
 DU1528
 DU1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1528'5.4 MI SE FROM APACHE JCT.
 DU1528'ABOUT 5.4 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1528'JUNCTION STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.6 ON A
 DU1528'HEADWALL OF A 60 FOOT BRIDGE, 75 FEET SOUTHWEST OF HWY. CENTERLINE, AN
 DU1528'ARIZONA HWY. DEPT. DISK STAMPED 1748.52 1139+63.3 1930.  SECTION 7, T
 DU1528'1 S., R 9 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1527 ***********************************************************************
 DU1527  DESIGNATION -  1749.13
 DU1527  PID         -  DU1527
 DU1527  STATE/COUNTY-  AZ/PINAL
 DU1527  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1527
 DU1527                         *CURRENT SURVEY CONTROL
 DU1527  ___________________________________________________________________
 DU1527* NAD 83(1986)-  33 21 42.     (N)    111 28 26.     (W)     SCALED    
 DU1527* NAVD 88     -       533.70   (+/-2cm)    1751.0    (feet)  VERTCON   
 DU1527  ___________________________________________________________________
 DU1527  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1527
 DU1527  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1527
 DU1527.The horizontal coordinates were scaled from a topographic map and have
 DU1527.an estimated accuracy of +/- 6 seconds.
 DU1527
 DU1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1527.The vertical order pertains to the NGVD 29 superseded value.
 DU1527
 DU1527.The geoid height was determined by GEOID03.
 DU1527
 DU1527;                    North         East    Units  Estimated Accuracy
 DU1527;SPC AZ C     -   261,950.      254,570.      MT  (+/- 180 meters Scaled)
 DU1527
 DU1527                          SUPERSEDED SURVEY CONTROL
 DU1527
 DU1527  NGVD 29 (??/??/92)  533.144  (m)         1749.16   (f) ADJ UNCH    1 1
 DU1527
 DU1527.Superseded values are not recommended for survey control.
 DU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1527.See file dsdata.txt to determine how the superseded data were derived.
 DU1527
 DU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB559914(NAD 83)
 DU1527_MARKER: DD = SURVEY DISK
 DU1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1527_SP_SET: BRIDGE
 DU1527_STAMPING: 1749.13 1139+ 1964
 DU1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1527
 DU1527  HISTORY     - Date     Condition        Report By
 DU1527  HISTORY     - 1964     MONUMENTED       AZHD
 DU1527  HISTORY     - 1975     GOOD             NGS
 DU1527
 DU1527                          STATION DESCRIPTION
 DU1527
 DU1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1527'5.4 MI SE FROM APACHE JUNCTION.
 DU1527'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1527'JUNCTION OF STATE ROUTE 88 AT APACHE JUNCTION, AT MILE POST 201.6 ON A
 DU1527'HEADWALL OF A 60 FOOT BRIDGE AND 30 FEET NORTHEAST OF HWY. CENTERLINE
 DU1527'ON ARIZONA HWY. DEPT. DISK STAMPED 1749.13 1964.  SECTION 7, T 1S, R
 DU1527'9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0119 ***********************************************************************
 DA0119  DESIGNATION -  1749.75
 DA0119  PID         -  DA0119
 DA0119  STATE/COUNTY-  AZ/MARICOPA
 DA0119  USGS QUAD   -  BIG HORN (1979)
 DA0119
 DA0119                         *CURRENT SURVEY CONTROL
 DA0119  ___________________________________________________________________
 DA0119* NAD 83(1986)-  32 51 25.     (N)    112 22 54.     (W)     SCALED    
 DA0119* NAVD 88     -       533.98   (+/-2cm)    1751.9    (feet)  VERTCON   
 DA0119  ___________________________________________________________________
 DA0119  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0119
 DA0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0119
 DA0119.The horizontal coordinates were scaled from a topographic map and have
 DA0119.an estimated accuracy of +/- 6 seconds.
 DA0119
 DA0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0119.The vertical order pertains to the NGVD 29 superseded value.
 DA0119
 DA0119.The geoid height was determined by GEOID03.
 DA0119
 DA0119;                    North         East    Units  Estimated Accuracy
 DA0119;SPC AZ C     -   205,980.      169,840.      MT  (+/- 180 meters Scaled)
 DA0119
 DA0119                          SUPERSEDED SURVEY CONTROL
 DA0119
 DA0119  NGVD 29 (??/??/92)  533.318  (m)         1749.73   (f) ADJ UNCH    2 0
 DA0119
 DA0119.Superseded values are not recommended for survey control.
 DA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0119.See file dsdata.txt to determine how the superseded data were derived.
 DA0119
 DA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB707362(NAD 83)
 DA0119_MARKER: DD = SURVEY DISK
 DA0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0119_SP_SET: HEADWALL
 DA0119_STAMPING: 1749-75 1064+5966 1959
 DA0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0119
 DA0119  HISTORY     - Date     Condition        Report By
 DA0119  HISTORY     - 1959     MONUMENTED       AZHD
 DA0119  HISTORY     - 1960     GOOD             NGS
 DA0119
 DA0119                          STATION DESCRIPTION
 DA0119
 DA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0119'24.6 MI W FROM STANFIELD.
 DA0119'24.6 MILES WEST OF STANFIELD, 0.4 MILE WEST OF MILEPOST 141, 25 FEET
 DA0119'NORTH OF CENTER LINE OF HIGHWAY, IN CENTER OF NORTH HEADWALL OF
 DA0119'WESTBOUND TRAFFIC LANE, 1 FOOT HIGHER THAN HIGHWAY.  MARK IS CEMENTED
 DA0119'IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0026 ***********************************************************************
 CG0026  DESIGNATION -  175
 CG0026  PID         -  CG0026
 CG0026  STATE/COUNTY-  AZ/COCHISE
 CG0026  USGS QUAD   -  SAINT DAVID (1973)
 CG0026
 CG0026                         *CURRENT SURVEY CONTROL
 CG0026  ___________________________________________________________________
 CG0026* NAD 83(1986)-  31 57 50.     (N)    110 14 59.     (W)     SCALED    
 CG0026* NAVD 88     -      1108.51   (+/-2cm)    3636.8    (feet)  VERTCON   
 CG0026  ___________________________________________________________________
 CG0026  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0026
 CG0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0026
 CG0026.The horizontal coordinates were scaled from a topographic map and have
 CG0026.an estimated accuracy of +/- 6 seconds.
 CG0026
 CG0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0026.The vertical order pertains to the NGVD 29 superseded value.
 CG0026
 CG0026.The geoid height was determined by GEOID03.
 CG0026
 CG0026;                    North         East    Units  Estimated Accuracy
 CG0026;SPC AZ E     -   106,870.      205,510.      MT  (+/- 180 meters Scaled)
 CG0026
 CG0026                          SUPERSEDED SURVEY CONTROL
 CG0026
 CG0026  NGVD 29 (??/??/92) 1107.725  (m)         3634.26   (f) ADJ UNCH    1 2
 CG0026
 CG0026.Superseded values are not recommended for survey control.
 CG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0026.See file dsdata.txt to determine how the superseded data were derived.
 CG0026
 CG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA708366(NAD 83)
 CG0026_MARKER: P = PIPE CAP
 CG0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0026_STAMPING: 175 H 1907
 CG0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0026
 CG0026  HISTORY     - Date     Condition        Report By
 CG0026  HISTORY     - 1907     MONUMENTED       USGS
 CG0026  HISTORY     - 1952     GOOD             NGS
 CG0026  HISTORY     - 1960     GOOD             NGS
 CG0026  HISTORY     - 1979     POOR             NGS
 CG0026
 CG0026                          STATION DESCRIPTION
 CG0026
 CG0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0026'2.7 MI E FROM BENSON.
 CG0026'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0026'STATION AT BENSON, 0.4 MILE EAST OF MILEPOLE NUMBER 1035, ABOUT 0.15
 CG0026'MILE WEST OF BRIDGE NUMBER 1035 A, ABOUT 1.1 MILE EAST OF THE EAST
 CG0026'BOUNDARY OF THE BENSON AIRPORT, ABOUT 315.0 FEET NORTH OF THE NORTH
 CG0026'BANK OF THE SAN PEDRO RIVER, 102.6 FEET SOUTH OF THE SOUTH RAIL, 5.1
 CG0026'FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, AND RIVETED ON
 CG0026'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.9 FEET ABOVE THE
 CG0026'GROUND.
 CG0026
 CG0026                          STATION RECOVERY (1960)
 CG0026
 CG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0026'RECOVERED IN GOOD CONDITION.
 CG0026
 CG0026                          STATION RECOVERY (1979)
 CG0026
 CG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0026'MARK PROJECTS 2 FEET AND IS TOO LOOSE FOR NGS LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0504 ***********************************************************************
 GQ0504  DESIGNATION -  175 DOR
 GQ0504  PID         -  GQ0504
 GQ0504  STATE/COUNTY-  AZ/MOHAVE
 GQ0504  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0504
 GQ0504                         *CURRENT SURVEY CONTROL
 GQ0504  ___________________________________________________________________
 GQ0504* NAD 83(1986)-  36 17 47.     (N)    113 40 00.     (W)     SCALED    
 GQ0504* NAVD 88     -      1519.982  (meters)    4986.81   (feet)  POSTED    
 GQ0504  ___________________________________________________________________
 GQ0504  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0504  DYNAMIC HT  -        1518.180 (meters)    4980.90  (feet)  COMP
 GQ0504  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 GQ0504
 GQ0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0504
 GQ0504.The horizontal coordinates were scaled from a topographic map and have
 GQ0504.an estimated accuracy of +/- 6 seconds.
 GQ0504
 GQ0504.The orthometric height was determined by differential leveling
 GQ0504.and adjusted by the National Geodetic Survey in 1992..
 GQ0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0504.rate of 0.0 thru 1.0 mm/km.
 GQ0504
 GQ0504.The geoid height was determined by GEOID03.
 GQ0504
 GQ0504.The dynamic height is computed by dividing the NAVD 88
 GQ0504.geopotential number by the normal gravity value computed on the
 GQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0504.degrees latitude (g = 980.6199 gals.).
 GQ0504
 GQ0504.The modeled gravity was interpolated from observed gravity values.
 GQ0504
 GQ0504;                    North         East    Units  Estimated Accuracy
 GQ0504;SPC AZ W     -   587,420.      220,850.      MT  (+/- 180 meters Scaled)
 GQ0504
 GQ0504                          SUPERSEDED SURVEY CONTROL
 GQ0504
 GQ0504.No superseded survey control is available for this station.
 GQ0504
 GQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF605201(NAD 83)
 GQ0504_MARKER: DB = BENCH MARK DISK
 GQ0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0504_SP_SET: COPPER-CLAD STEEL ROD
 GQ0504_STAMPING: 175 DOR 1970 4984
 GQ0504_MARK LOGO: USGS  
 GQ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0504
 GQ0504  HISTORY     - Date     Condition        Report By
 GQ0504  HISTORY     - 1970     MONUMENTED       USGS
 GQ0504
 GQ0504                          STATION DESCRIPTION
 GQ0504
 GQ0504'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0504'126.0 KM (78.30 MI) SSW FROM ST GEORGE UT.
 GQ0504'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0504'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0504'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0504'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0504'PIGEON CANYON ROAD, THENCE 6.2 MILES SOUTHWEST, 0.2 MILES NORTHWEST
 GQ0504'OF A SPRING AND A WATER TANK, 25 FEET NORTH OF THE ROAD.  ROD DEPTH
 GQ0504'UNKNOWN.
 GQ0504'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0504'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1832 ***********************************************************************
 DV1832  DESIGNATION -  175+00.15
 DV1832  PID         -  DV1832
 DV1832  STATE/COUNTY-  AZ/MARICOPA
 DV1832  USGS QUAD   -  UNION HILLS (1981)
 DV1832
 DV1832                         *CURRENT SURVEY CONTROL
 DV1832  ___________________________________________________________________
 DV1832* NAD 83(1986)-  33 40 22.     (N)    112 00 34.     (W)     SCALED    
 DV1832* NAVD 88     -       465.271  (meters)    1526.48   (feet)  ADJUSTED  
 DV1832  ___________________________________________________________________
 DV1832  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV1832  DYNAMIC HT  -         464.723 (meters)    1524.68  (feet)  COMP
 DV1832  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 DV1832
 DV1832  VERT ORDER  -  SECOND    CLASS I
 DV1832
 DV1832.The horizontal coordinates were scaled from a topographic map and have
 DV1832.an estimated accuracy of +/- 6 seconds.
 DV1832
 DV1832.The orthometric height was determined by differential leveling
 DV1832.and adjusted by the National Geodetic Survey in November 1993..
 DV1832
 DV1832.The geoid height was determined by GEOID03.
 DV1832
 DV1832.The dynamic height is computed by dividing the NAVD 88
 DV1832.geopotential number by the normal gravity value computed on the
 DV1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1832.degrees latitude (g = 980.6199 gals.).
 DV1832
 DV1832.The modeled gravity was interpolated from observed gravity values.
 DV1832
 DV1832;                    North         East    Units  Estimated Accuracy
 DV1832;SPC AZ C     -   296,370.      204,760.      MT  (+/- 180 meters Scaled)
 DV1832
 DV1832                          SUPERSEDED SURVEY CONTROL
 DV1832
 DV1832.No superseded survey control is available for this station.
 DV1832
 DV1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC064263(NAD 83)
 DV1832_MARKER: DD = SURVEY DISK
 DV1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1832_SP_SET: CONCRETE POST
 DV1832_STAMPING: 175+00.15
 DV1832_MARK LOGO: BOR   
 DV1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1832+STABILITY: SURFACE MOTION
 DV1832
 DV1832  HISTORY     - Date     Condition        Report By
 DV1832  HISTORY     - UNK      MONUMENTED       BOR
 DV1832  HISTORY     - 1984     GOOD             AZDT
 DV1832  HISTORY     - 19980915 MARK NOT FOUND   AZDT
 DV1832
 DV1832                          STATION DESCRIPTION
 DV1832
 DV1832'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1832'IN PHOENIX.
 DV1832'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DV1832'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DV1832'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DV1832'FENCE OF THE CANAL FOR 2.174 KM (1.35 MI) TO THE MARK, 7.894 METERS
 DV1832'(25.9 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.10 METERS (125 FT)
 DV1832'SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DV1832
 DV1832                          STATION RECOVERY (1998)
 DV1832
 DV1832'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DV1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1538 ***********************************************************************
 CZ1538  DESIGNATION -  1751.53
 CZ1538  PID         -  CZ1538
 CZ1538  STATE/COUNTY-  AZ/PINAL
 CZ1538  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1538
 CZ1538                         *CURRENT SURVEY CONTROL
 CZ1538  ___________________________________________________________________
 CZ1538* NAD 83(1986)-  32 39 43.     (N)    111 24 53.     (W)     SCALED    
 CZ1538* NAVD 88     -       533.35   (+/-2cm)    1749.8    (feet)  VERTCON   
 CZ1538  ___________________________________________________________________
 CZ1538  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ1538
 CZ1538  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1538
 CZ1538.The horizontal coordinates were scaled from a topographic map and have
 CZ1538.an estimated accuracy of +/- 6 seconds.
 CZ1538
 CZ1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1538.The vertical order pertains to the NGVD 29 superseded value.
 CZ1538
 CZ1538.The geoid height was determined by GEOID03.
 CZ1538
 CZ1538;                    North         East    Units  Estimated Accuracy
 CZ1538;SPC AZ C     -   184,380.      260,440.      MT  (+/- 180 meters Scaled)
 CZ1538
 CZ1538                          SUPERSEDED SURVEY CONTROL
 CZ1538
 CZ1538  NGVD 29 (??/??/92)  532.764  (m)         1747.91   (f) ADJ UNCH    1 2
 CZ1538
 CZ1538.Superseded values are not recommended for survey control.
 CZ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1538.See file dsdata.txt to determine how the superseded data were derived.
 CZ1538
 CZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611138(NAD 83)
 CZ1538_MARKER: DD = SURVEY DISK
 CZ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1538_STAMPING: 1751.53
 CZ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1538+STABILITY: SURFACE MOTION
 CZ1538
 CZ1538  HISTORY     - Date     Condition        Report By
 CZ1538  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1538  HISTORY     - 1975     GOOD             AZDT
 CZ1538
 CZ1538                          STATION DESCRIPTION
 CZ1538
 CZ1538'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1538'5.8 MI SE FROM PICACHO.
 CZ1538'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1538'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1538'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILED, PC
 CZ1538'2040+00.00 BK PC 3406+21.51AD AN AHD BRASS CAP, SET IN AN 8 IN.
 CZ1538'CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0073 ***********************************************************************
 EU0073  DESIGNATION -  1752.10
 EU0073  PID         -  EU0073
 EU0073  STATE/COUNTY-  AZ/MOHAVE
 EU0073  USGS QUAD   -  YUCCA (1970)
 EU0073
 EU0073                         *CURRENT SURVEY CONTROL
 EU0073  ___________________________________________________________________
 EU0073* NAD 83(1986)-  34 50 29.     (N)    114 08 44.     (W)     SCALED    
 EU0073* NAVD 88     -       534.718  (meters)    1754.32   (feet)  ADJUSTED  
 EU0073  ___________________________________________________________________
 EU0073  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 EU0073  DYNAMIC HT  -         534.123 (meters)    1752.37  (feet)  COMP
 EU0073  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 EU0073
 EU0073  VERT ORDER  -  FIRST     CLASS II
 EU0073
 EU0073.The horizontal coordinates were scaled from a topographic map and have
 EU0073.an estimated accuracy of +/- 6 seconds.
 EU0073
 EU0073.The orthometric height was determined by differential leveling
 EU0073.and adjusted by the National Geodetic Survey in June 1991..
 EU0073
 EU0073.The geoid height was determined by GEOID03.
 EU0073
 EU0073.The dynamic height is computed by dividing the NAVD 88
 EU0073.geopotential number by the normal gravity value computed on the
 EU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0073.degrees latitude (g = 980.6199 gals.).
 EU0073
 EU0073.The modeled gravity was interpolated from observed gravity values.
 EU0073
 EU0073;                    North         East    Units  Estimated Accuracy
 EU0073;SPC AZ W     -   426,070.      177,180.      MT  (+/- 180 meters Scaled)
 EU0073
 EU0073                          SUPERSEDED SURVEY CONTROL
 EU0073
 EU0073  NGVD 29 (??/??/??)  533.998  (m)         1751.96   (f) ADJUSTED    1 2
 EU0073
 EU0073.Superseded values are not recommended for survey control.
 EU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0073.See file dsdata.txt to determine how the superseded data were derived.
 EU0073
 EU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU610591(NAD 83)
 EU0073_MARKER: DD = SURVEY DISK
 EU0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0073_SP_SET: BRIDGE CURB
 EU0073_STAMPING: 1752.10 1244X84 1951
 EU0073_MARK LOGO: AZHD  
 EU0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0073
 EU0073  HISTORY     - Date     Condition        Report By
 EU0073  HISTORY     - 1951     MONUMENTED       AZHD
 EU0073  HISTORY     - 1961     GOOD             NGS
 EU0073  HISTORY     - 1981     GOOD             NGS
 EU0073
 EU0073                          STATION DESCRIPTION
 EU0073
 EU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0073'2.4 MI S FROM YUCCA.
 EU0073'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0073'YUCCA, THENCE 2.15 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN
 EU0073'THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB OF A 200
 EU0073'FOOT CONCRETE BRIDGE OVER MACKENZIE WASH, 15 FEET EAST OF THE
 EU0073'CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL
 EU0073'OF THE HIGHWAY.
 EU0073
 EU0073                          STATION RECOVERY (1981)
 EU0073
 EU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0073'2.5 KM (1.55 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0073'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0073'THE MACKENZIE WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 4.6
 EU0073'METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0073'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1529 ***********************************************************************
 DU1529  DESIGNATION -  1755.01
 DU1529  PID         -  DU1529
 DU1529  STATE/COUNTY-  AZ/PINAL
 DU1529  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1529
 DU1529                         *CURRENT SURVEY CONTROL
 DU1529  ___________________________________________________________________
 DU1529* NAD 83(1986)-  33 21 36.     (N)    111 28 14.     (W)     SCALED    
 DU1529* NAVD 88     -       535.60   (+/-2cm)    1757.2    (feet)  VERTCON   
 DU1529  ___________________________________________________________________
 DU1529  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1529
 DU1529  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1529
 DU1529.The horizontal coordinates were scaled from a topographic map and have
 DU1529.an estimated accuracy of +/- 6 seconds.
 DU1529
 DU1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1529.The vertical order pertains to the NGVD 29 superseded value.
 DU1529
 DU1529.The geoid height was determined by GEOID03.
 DU1529
 DU1529;                    North         East    Units  Estimated Accuracy
 DU1529;SPC AZ C     -   261,760.      254,880.      MT  (+/- 180 meters Scaled)
 DU1529
 DU1529                          SUPERSEDED SURVEY CONTROL
 DU1529
 DU1529  NGVD 29 (??/??/92)  535.039  (m)         1755.37   (f) ADJ UNCH    1 1
 DU1529
 DU1529.Superseded values are not recommended for survey control.
 DU1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1529.See file dsdata.txt to determine how the superseded data were derived.
 DU1529
 DU1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB562912(NAD 83)
 DU1529_MARKER: DD = SURVEY DISK
 DU1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1529_SP_SET: CULVERT
 DU1529_STAMPING: 1755.00 1149+85 1930
 DU1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1529
 DU1529  HISTORY     - Date     Condition        Report By
 DU1529  HISTORY     - 1930     MONUMENTED       AZHD
 DU1529  HISTORY     - 1975     GOOD             NGS
 DU1529
 DU1529                          STATION DESCRIPTION
 DU1529
 DU1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1529'5.6 MI SE FROM APACHE JCT.
 DU1529'ABOUT 5.6 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1529'JUNCTION OF STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.8 ON A
 DU1529'CULVERT HEADWALL 75 FEET WEST OF HWY. CENTERLINE, AN ARIZONA HWY.
 DU1529'DEPT. DISK STAMPED 1755.00 1149+85 1930.  SECTION 7, T 1 S., R 9 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1530 ***********************************************************************
 DU1530  DESIGNATION -  1758.24
 DU1530  PID         -  DU1530
 DU1530  STATE/COUNTY-  AZ/PINAL
 DU1530  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1530
 DU1530                         *CURRENT SURVEY CONTROL
 DU1530  ___________________________________________________________________
 DU1530* NAD 83(1986)-  33 21 36.     (N)    111 28 14.     (W)     SCALED    
 DU1530* NAVD 88     -       536.48   (+/-2cm)    1760.1    (feet)  VERTCON   
 DU1530  ___________________________________________________________________
 DU1530  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1530
 DU1530  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1530
 DU1530.The horizontal coordinates were scaled from a topographic map and have
 DU1530.an estimated accuracy of +/- 6 seconds.
 DU1530
 DU1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1530.The vertical order pertains to the NGVD 29 superseded value.
 DU1530
 DU1530.The geoid height was determined by GEOID03.
 DU1530
 DU1530;                    North         East    Units  Estimated Accuracy
 DU1530;SPC AZ C     -   261,760.      254,880.      MT  (+/- 180 meters Scaled)
 DU1530
 DU1530                          SUPERSEDED SURVEY CONTROL
 DU1530
 DU1530  NGVD 29 (??/??/92)  535.921  (m)         1758.27   (f) ADJ UNCH    1 1
 DU1530
 DU1530.Superseded values are not recommended for survey control.
 DU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1530.See file dsdata.txt to determine how the superseded data were derived.
 DU1530
 DU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB562912(NAD 83)
 DU1530_MARKER: DD = SURVEY DISK
 DU1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1530_SP_SET: CULVERT
 DU1530_STAMPING: 1758.24 1150+50 1964
 DU1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1530
 DU1530  HISTORY     - Date     Condition        Report By
 DU1530  HISTORY     - 1964     MONUMENTED       AZHD
 DU1530  HISTORY     - 1975     GOOD             NGS
 DU1530
 DU1530                          STATION DESCRIPTION
 DU1530
 DU1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1530'5.6 MI SE FROM APACHE JCT.
 DU1530'ABOUT 5.6 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1530'JUNCTION OF STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.8 ON A
 DU1530'CULVERT HEADWALL 30 FEET EAST OF HWY. CENTERLINE, AN ARIZONA HWY.
 DU1530'DEPT. DISK STAMPED 1758.24 1150+50 1964.  SECTION 7, T 1 S., R 9 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1531 ***********************************************************************
 DU1531  DESIGNATION -  1759.65
 DU1531  PID         -  DU1531
 DU1531  STATE/COUNTY-  AZ/PINAL
 DU1531  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1531
 DU1531                         *CURRENT SURVEY CONTROL
 DU1531  ___________________________________________________________________
 DU1531* NAD 83(1986)-  33 21 30.     (N)    111 28 08.     (W)     SCALED    
 DU1531* NAVD 88     -       536.92   (+/-2cm)    1761.5    (feet)  VERTCON   
 DU1531  ___________________________________________________________________
 DU1531  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1531
 DU1531  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1531
 DU1531.The horizontal coordinates were scaled from a topographic map and have
 DU1531.an estimated accuracy of +/- 6 seconds.
 DU1531
 DU1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1531.The vertical order pertains to the NGVD 29 superseded value.
 DU1531
 DU1531.The geoid height was determined by GEOID03.
 DU1531
 DU1531;                    North         East    Units  Estimated Accuracy
 DU1531;SPC AZ C     -   261,580.      255,030.      MT  (+/- 180 meters Scaled)
 DU1531
 DU1531                          SUPERSEDED SURVEY CONTROL
 DU1531
 DU1531  NGVD 29 (??/??/92)  536.360  (m)         1759.71   (f) ADJ UNCH    1 1
 DU1531
 DU1531.Superseded values are not recommended for survey control.
 DU1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1531.See file dsdata.txt to determine how the superseded data were derived.
 DU1531
 DU1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB563911(NAD 83)
 DU1531_MARKER: DD = SURVEY DISK
 DU1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1531_SP_SET: SIGN BASE
 DU1531_STAMPING: 1759.65 1964
 DU1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1531
 DU1531  HISTORY     - Date     Condition        Report By
 DU1531  HISTORY     - 1964     MONUMENTED       AZHD
 DU1531  HISTORY     - 1975     GOOD             NGS
 DU1531
 DU1531                          STATION DESCRIPTION
 DU1531
 DU1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1531'5.65 MI SE FROM APACHE JCT.
 DU1531'ABOUT 5.65 MILES SOUTHEAST ALONG U. S. HWY. 70, 80 AND 89 FROM THE
 DU1531'JUNCTION OF ARIZONA ROUTE 88 AT APACHE JCT., AT MILE POST 201.85 AN
 DU1531'ARIZONA HWY. DEPT. DISK STAMPED 1759.65 1964 SET IN AN 8 INCH CONCRETE
 DU1531'SIGN BASE 75 FEET WEST OF HWY. CENTERLINE.  SECTION 7, T 1 S., R 9 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0505 ***********************************************************************
 GQ0505  DESIGNATION -  176 DOR
 GQ0505  PID         -  GQ0505
 GQ0505  STATE/COUNTY-  AZ/MOHAVE
 GQ0505  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0505
 GQ0505                         *CURRENT SURVEY CONTROL
 GQ0505  ___________________________________________________________________
 GQ0505* NAD 83(1986)-  36 18 00.     (N)    113 41 14.     (W)     SCALED    
 GQ0505* NAVD 88     -      1463.021  (meters)    4799.93   (feet)  POSTED    
 GQ0505  ___________________________________________________________________
 GQ0505  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 GQ0505  DYNAMIC HT  -        1461.310 (meters)    4794.31  (feet)  COMP
 GQ0505  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 GQ0505
 GQ0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0505
 GQ0505.The horizontal coordinates were scaled from a topographic map and have
 GQ0505.an estimated accuracy of +/- 6 seconds.
 GQ0505
 GQ0505.The orthometric height was determined by differential leveling
 GQ0505.and adjusted by the National Geodetic Survey in 1992..
 GQ0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0505.rate of 0.0 thru 1.0 mm/km.
 GQ0505
 GQ0505.The geoid height was determined by GEOID03.
 GQ0505
 GQ0505.The dynamic height is computed by dividing the NAVD 88
 GQ0505.geopotential number by the normal gravity value computed on the
 GQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0505.degrees latitude (g = 980.6199 gals.).
 GQ0505
 GQ0505.The modeled gravity was interpolated from observed gravity values.
 GQ0505
 GQ0505;                    North         East    Units  Estimated Accuracy
 GQ0505;SPC AZ W     -   587,820.      219,000.      MT  (+/- 180 meters Scaled)
 GQ0505
 GQ0505                          SUPERSEDED SURVEY CONTROL
 GQ0505
 GQ0505.No superseded survey control is available for this station.
 GQ0505
 GQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF587205(NAD 83)
 GQ0505_MARKER: DB = BENCH MARK DISK
 GQ0505_SETTING: 80 = SET IN A BOULDER
 GQ0505_SP_SET: BOULDER
 GQ0505_STAMPING: 176 DOR 1970 4797
 GQ0505_MARK LOGO: USGS  
 GQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0505+STABILITY: SURFACE MOTION
 GQ0505
 GQ0505  HISTORY     - Date     Condition        Report By
 GQ0505  HISTORY     - 1970     MONUMENTED       USGS
 GQ0505
 GQ0505                          STATION DESCRIPTION
 GQ0505
 GQ0505'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0505'127.9 KM (79.50 MI) SSW FROM ST GEORGE UT.
 GQ0505'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0505'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0505'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0505'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0505'PIGEON CANYON ROAD, THENCE 7.4 MILES SOUTHWEST TO A SPRING, 115 FEET
 GQ0505'NORTH OF THE ROAD, 115 FEET SOUTHEAST OF A TUNNEL AND SPRINGS,
 GQ0505'PROJECTING 0.5 FEET.
 GQ0505'THE MARK IS 2.5 FT  S FROM  A WITNESS POST
 GQ0505'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1542 ***********************************************************************
 CZ1542  DESIGNATION -  1762.33
 CZ1542  PID         -  CZ1542
 CZ1542  STATE/COUNTY-  AZ/PINAL
 CZ1542  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1542
 CZ1542                         *CURRENT SURVEY CONTROL
 CZ1542  ___________________________________________________________________
 CZ1542* NAD 83(1986)-  32 39 26.     (N)    111 24 30.     (W)     SCALED    
 CZ1542* NAVD 88     -       536.93   (+/-2cm)    1761.6    (feet)  VERTCON   
 CZ1542  ___________________________________________________________________
 CZ1542  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1542
 CZ1542  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1542
 CZ1542.The horizontal coordinates were scaled from a topographic map and have
 CZ1542.an estimated accuracy of +/- 6 seconds.
 CZ1542
 CZ1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1542.The vertical order pertains to the NGVD 29 superseded value.
 CZ1542
 CZ1542.The geoid height was determined by GEOID03.
 CZ1542
 CZ1542;                    North         East    Units  Estimated Accuracy
 CZ1542;SPC AZ C     -   183,860.      261,040.      MT  (+/- 180 meters Scaled)
 CZ1542
 CZ1542                          SUPERSEDED SURVEY CONTROL
 CZ1542
 CZ1542  NGVD 29 (??/??/92)  536.338  (m)         1759.64   (f) ADJ UNCH    1 2
 CZ1542
 CZ1542.Superseded values are not recommended for survey control.
 CZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1542.See file dsdata.txt to determine how the superseded data were derived.
 CZ1542
 CZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB617133(NAD 83)
 CZ1542_MARKER: DD = SURVEY DISK
 CZ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1542_STAMPING: 1762.33
 CZ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1542+STABILITY: SURFACE MOTION
 CZ1542
 CZ1542  HISTORY     - Date     Condition        Report By
 CZ1542  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1542  HISTORY     - 1975     GOOD             AZDT
 CZ1542
 CZ1542                          STATION DESCRIPTION
 CZ1542
 CZ1542'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1542'6.2 MI SE FROM PICACHO.
 CZ1542'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1542'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1542'A P AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1542'3436+00.57 BK PT 3426+21.50 AD AN AHD BRASS CAP, SET IN AN 8 IN.
 CZ1542'CONCRETE POST, UP 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0506 ***********************************************************************
 GQ0506  DESIGNATION -  177 DOR
 GQ0506  PID         -  GQ0506
 GQ0506  STATE/COUNTY-  AZ/MOHAVE
 GQ0506  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0506
 GQ0506                         *CURRENT SURVEY CONTROL
 GQ0506  ___________________________________________________________________
 GQ0506* NAD 83(1986)-  36 18 03.     (N)    113 42 18.     (W)     SCALED    
 GQ0506* NAVD 88     -      1415.751  (meters)    4644.84   (feet)  POSTED    
 GQ0506  ___________________________________________________________________
 GQ0506  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 GQ0506  DYNAMIC HT  -        1414.110 (meters)    4639.46  (feet)  COMP
 GQ0506  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 GQ0506
 GQ0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0506
 GQ0506.The horizontal coordinates were scaled from a topographic map and have
 GQ0506.an estimated accuracy of +/- 6 seconds.
 GQ0506
 GQ0506.The orthometric height was determined by differential leveling
 GQ0506.and adjusted by the National Geodetic Survey in 1992..
 GQ0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0506.rate of 0.0 thru 1.0 mm/km.
 GQ0506
 GQ0506.The geoid height was determined by GEOID03.
 GQ0506
 GQ0506.The dynamic height is computed by dividing the NAVD 88
 GQ0506.geopotential number by the normal gravity value computed on the
 GQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0506.degrees latitude (g = 980.6199 gals.).
 GQ0506
 GQ0506.The modeled gravity was interpolated from observed gravity values.
 GQ0506
 GQ0506;                    North         East    Units  Estimated Accuracy
 GQ0506;SPC AZ W     -   587,910.      217,400.      MT  (+/- 180 meters Scaled)
 GQ0506
 GQ0506                          SUPERSEDED SURVEY CONTROL
 GQ0506
 GQ0506.No superseded survey control is available for this station.
 GQ0506
 GQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF571207(NAD 83)
 GQ0506_MARKER: DB = BENCH MARK DISK
 GQ0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0506_SP_SET: COPPER-CLAD STEEL ROD
 GQ0506_STAMPING: 177 DOR 1970 4642
 GQ0506_MARK LOGO: USGS  
 GQ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0506
 GQ0506  HISTORY     - Date     Condition        Report By
 GQ0506  HISTORY     - 1970     MONUMENTED       USGS
 GQ0506
 GQ0506                          STATION DESCRIPTION
 GQ0506
 GQ0506'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0506'129.7 KM (80.60 MI) SSW FROM ST GEORGE UT.
 GQ0506'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0506'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0506'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0506'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0506'PIGEON CANYON ROAD, THENCE 8.5 MILES SOUTHWEST, 30 FEET NORTHEAST OF
 GQ0506'THE ROAD, 20 FEET SOUTHWEST OF A PIPELINE VENT.  ROD DEPTH UNKNOWN.
 GQ0506'THE MARK IS 3 FT  SW FROM  A WITNESS POST
 GQ0506'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1533 ***********************************************************************
 DU1533  DESIGNATION -  1771.55
 DU1533  PID         -  DU1533
 DU1533  STATE/COUNTY-  AZ/PINAL
 DU1533  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1533
 DU1533                         *CURRENT SURVEY CONTROL
 DU1533  ___________________________________________________________________
 DU1533* NAD 83(1986)-  33 21 12.     (N)    111 27 44.     (W)     SCALED    
 DU1533* NAVD 88     -       540.64   (+/-2cm)    1773.7    (feet)  VERTCON   
 DU1533  ___________________________________________________________________
 DU1533  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU1533
 DU1533  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1533
 DU1533.The horizontal coordinates were scaled from a topographic map and have
 DU1533.an estimated accuracy of +/- 6 seconds.
 DU1533
 DU1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1533.The vertical order pertains to the NGVD 29 superseded value.
 DU1533
 DU1533.The geoid height was determined by GEOID03.
 DU1533
 DU1533;                    North         East    Units  Estimated Accuracy
 DU1533;SPC AZ C     -   261,030.      255,660.      MT  (+/- 180 meters Scaled)
 DU1533
 DU1533                          SUPERSEDED SURVEY CONTROL
 DU1533
 DU1533  NGVD 29 (??/??/92)  540.091  (m)         1771.95   (f) ADJ UNCH    1 1
 DU1533
 DU1533.Superseded values are not recommended for survey control.
 DU1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1533.See file dsdata.txt to determine how the superseded data were derived.
 DU1533
 DU1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB569905(NAD 83)
 DU1533_MARKER: DD = SURVEY DISK
 DU1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1533_SP_SET: CULVERT
 DU1533_STAMPING: 1771.55 1132+00 1930
 DU1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1533
 DU1533  HISTORY     - Date     Condition        Report By
 DU1533  HISTORY     - 1930     MONUMENTED       AZHD
 DU1533  HISTORY     - 1975     GOOD             NGS
 DU1533
 DU1533                          STATION DESCRIPTION
 DU1533
 DU1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1533'6.2 MI SE FROM APACHE JUNCTION.
 DU1533'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1533'JUNCTION OF STATE HWY. 88 AT APACHE JUNCTION, AT MILE POST 202.35, AN
 DU1533'ARIZONA HWY. DEPT. DISK STAMPED 1771.55 1132+00 1930.  THE STATION IS
 DU1533'SET IN A CULVERT HEADWALL OF AN 8 FOOT CULVERT AND IS 30 FEET
 DU1533'SOUTHWEST OF HWY. CENTERLINE.  SECTION 7, T 1S, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1532 ***********************************************************************
 DU1532  DESIGNATION -  1774.27
 DU1532  PID         -  DU1532
 DU1532  STATE/COUNTY-  AZ/PINAL
 DU1532  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1532
 DU1532                         *CURRENT SURVEY CONTROL
 DU1532  ___________________________________________________________________
 DU1532* NAD 83(1986)-  33 21 18.     (N)    111 27 56.     (W)     SCALED    
 DU1532* NAVD 88     -       541.48   (+/-2cm)    1776.5    (feet)  VERTCON   
 DU1532  ___________________________________________________________________
 DU1532  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DU1532
 DU1532  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1532
 DU1532.The horizontal coordinates were scaled from a topographic map and have
 DU1532.an estimated accuracy of +/- 6 seconds.
 DU1532
 DU1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1532.The vertical order pertains to the NGVD 29 superseded value.
 DU1532
 DU1532.The geoid height was determined by GEOID03.
 DU1532
 DU1532;                    North         East    Units  Estimated Accuracy
 DU1532;SPC AZ C     -   261,210.      255,340.      MT  (+/- 180 meters Scaled)
 DU1532
 DU1532                          SUPERSEDED SURVEY CONTROL
 DU1532
 DU1532  NGVD 29 (??/??/92)  540.926  (m)         1774.69   (f) ADJ UNCH    1 1
 DU1532
 DU1532.Superseded values are not recommended for survey control.
 DU1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1532.See file dsdata.txt to determine how the superseded data were derived.
 DU1532
 DU1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB566907(NAD 83)
 DU1532_MARKER: DD = SURVEY DISK
 DU1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1532_SP_SET: CULVERT
 DU1532_STAMPING: 1171+07 1774.27 1930
 DU1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1532
 DU1532  HISTORY     - Date     Condition        Report By
 DU1532  HISTORY     - 1930     MONUMENTED       AZHD
 DU1532  HISTORY     - 1930     GOOD             NGS
 DU1532
 DU1532                          STATION DESCRIPTION
 DU1532
 DU1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 DU1532'6 MI SE FROM APACHE JUNCTION.
 DU1532'ABOUT 6 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1532'JUNCTION OF ARIZONA HWY. 88 OF APACHE JUNCTION AT MILE POST 202.15, ON
 DU1532'ARIZONA HWY. DEPARTMENT DISK STAMPED 1171+07 1774.22 1930.  THE MARK
 DU1532'IS SET IN THE CULVERT HEADWALL OF A 3 FOOT CULVERT AND IS 75 FEET WEST
 DU1532'SOUTHWEST OF THE HWY. CENTERLINE.  SECTION 7, T 1S, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1534 ***********************************************************************
 DU1534  DESIGNATION -  1775.47
 DU1534  PID         -  DU1534
 DU1534  STATE/COUNTY-  AZ/PINAL
 DU1534  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1534
 DU1534                         *CURRENT SURVEY CONTROL
 DU1534  ___________________________________________________________________
 DU1534* NAD 83(1986)-  33 21 12.     (N)    111 27 44.     (W)     SCALED    
 DU1534* NAVD 88     -       541.71   (+/-2cm)    1777.3    (feet)  VERTCON   
 DU1534  ___________________________________________________________________
 DU1534  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU1534
 DU1534  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1534
 DU1534.The horizontal coordinates were scaled from a topographic map and have
 DU1534.an estimated accuracy of +/- 6 seconds.
 DU1534
 DU1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1534.The vertical order pertains to the NGVD 29 superseded value.
 DU1534
 DU1534.The geoid height was determined by GEOID03.
 DU1534
 DU1534;                    North         East    Units  Estimated Accuracy
 DU1534;SPC AZ C     -   261,030.      255,660.      MT  (+/- 180 meters Scaled)
 DU1534
 DU1534                          SUPERSEDED SURVEY CONTROL
 DU1534
 DU1534  NGVD 29 (??/??/92)  541.153  (m)         1775.43   (f) ADJ UNCH    1 1
 DU1534
 DU1534.Superseded values are not recommended for survey control.
 DU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1534.See file dsdata.txt to determine how the superseded data were derived.
 DU1534
 DU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB569905(NAD 83)
 DU1534_MARKER: DD = SURVEY DISK
 DU1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1534_SP_SET: CULVERT
 DU1534_STAMPING: 1775.47
 DU1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1534
 DU1534  HISTORY     - Date     Condition        Report By
 DU1534  HISTORY     - UNK      MONUMENTED       AZHD
 DU1534  HISTORY     - 1975     GOOD             NGS
 DU1534
 DU1534                          STATION DESCRIPTION
 DU1534
 DU1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1534'6.2 MI SE FROM APACHE JUNCTION.
 DU1534'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU1534'JUNCTION OF STATE HWY. 88 AT APACHE JUNCTION, AT MILE POST 202.35, AN
 DU1534'ARIZONA HWY. DEPT DISK STAMPED 1775.47.  THE MARK IS SET IN A CULVERT
 DU1534'HEADWALL OF A FOOT CULVERT AND IS 30 FEET NORTHEAST OF HWY.
 DU1534'CENTERLINE.  SECTION 7, T 1S, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1544 ***********************************************************************
 CZ1544  DESIGNATION -  1776.77
 CZ1544  PID         -  CZ1544
 CZ1544  STATE/COUNTY-  AZ/PINAL
 CZ1544  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1544
 CZ1544                         *CURRENT SURVEY CONTROL
 CZ1544  ___________________________________________________________________
 CZ1544* NAD 83(1986)-  32 39 12.     (N)    111 24 14.     (W)     SCALED    
 CZ1544* NAVD 88     -       541.98   (+/-2cm)    1778.1    (feet)  VERTCON   
 CZ1544  ___________________________________________________________________
 CZ1544  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ1544
 CZ1544  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1544
 CZ1544.The horizontal coordinates were scaled from a topographic map and have
 CZ1544.an estimated accuracy of +/- 6 seconds.
 CZ1544
 CZ1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1544.The vertical order pertains to the NGVD 29 superseded value.
 CZ1544
 CZ1544.The geoid height was determined by GEOID03.
 CZ1544
 CZ1544;                    North         East    Units  Estimated Accuracy
 CZ1544;SPC AZ C     -   183,430.      261,460.      MT  (+/- 180 meters Scaled)
 CZ1544
 CZ1544                          SUPERSEDED SURVEY CONTROL
 CZ1544
 CZ1544  NGVD 29 (??/??/92)  541.386  (m)         1776.20   (f) ADJ UNCH    1 2
 CZ1544
 CZ1544.Superseded values are not recommended for survey control.
 CZ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1544.See file dsdata.txt to determine how the superseded data were derived.
 CZ1544
 CZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB621129(NAD 83)
 CZ1544_MARKER: DD = SURVEY DISK
 CZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1544_STAMPING: 1776.77
 CZ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1544+STABILITY: SURFACE MOTION
 CZ1544
 CZ1544  HISTORY     - Date     Condition        Report By
 CZ1544  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1544  HISTORY     - 1975     GOOD             AZDT
 CZ1544
 CZ1544                          STATION DESCRIPTION
 CZ1544
 CZ1544'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1544'6.5 MI SE FROM PICACHO.
 CZ1544'FROM MILEPOST 219, I-10, EAST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1544'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1544'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS CAP,
 CZ1544'SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0112 ***********************************************************************
 DA0112  DESIGNATION -  1778.89
 DA0112  PID         -  DA0112
 DA0112  STATE/COUNTY-  AZ/MARICOPA
 DA0112  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0112
 DA0112                         *CURRENT SURVEY CONTROL
 DA0112  ___________________________________________________________________
 DA0112* NAD 83(1986)-  32 50 52.     (N)    112 18 12.     (W)     SCALED    
 DA0112* NAVD 88     -       542.90   (+/-2cm)    1781.2    (feet)  VERTCON   
 DA0112  ___________________________________________________________________
 DA0112  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0112
 DA0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0112
 DA0112.The horizontal coordinates were scaled from a topographic map and have
 DA0112.an estimated accuracy of +/- 6 seconds.
 DA0112
 DA0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0112.The vertical order pertains to the NGVD 29 superseded value.
 DA0112
 DA0112.The geoid height was determined by GEOID03.
 DA0112
 DA0112;                    North         East    Units  Estimated Accuracy
 DA0112;SPC AZ C     -   204,940.      177,170.      MT  (+/- 180 meters Scaled)
 DA0112
 DA0112                          SUPERSEDED SURVEY CONTROL
 DA0112
 DA0112  NGVD 29 (??/??/92)  542.248  (m)         1779.03   (f) ADJ UNCH    2 0
 DA0112
 DA0112.Superseded values are not recommended for survey control.
 DA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0112.See file dsdata.txt to determine how the superseded data were derived.
 DA0112
 DA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB780351(NAD 83)
 DA0112_MARKER: DD = SURVEY DISK
 DA0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0112_SP_SET: BRIDGE
 DA0112_STAMPING: 1778.89 1308+62 1959
 DA0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0112
 DA0112  HISTORY     - Date     Condition        Report By
 DA0112  HISTORY     - 1959     MONUMENTED       AZHD
 DA0112  HISTORY     - 1960     GOOD             NGS
 DA0112
 DA0112                          STATION DESCRIPTION
 DA0112
 DA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0112'20.1 MI W FROM STANFIELD.
 DA0112'20.1 MILES WEST OF STANFIELD POST OFFICE ON STATE HIGHWAY 84, 0.2 MILE
 DA0112'EAST OF MILEPOST 145, 25 FEET NORTH OF CENTER LINE OF HIGHWAY IN
 DA0112'CENTER OF NORTH HEADWALL OF CONCRETE BRIDGE OF WESTBOUND TRAFFIC LANE,
 DA0112'1 FOOT HIGHER THAN HIGHWAY, SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0118 ***********************************************************************
 DA0118  DESIGNATION -  1779.67
 DA0118  PID         -  DA0118
 DA0118  STATE/COUNTY-  AZ/MARICOPA
 DA0118  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0118
 DA0118                         *CURRENT SURVEY CONTROL
 DA0118  ___________________________________________________________________
 DA0118* NAD 83(1986)-  32 51 08.     (N)    112 21 49.     (W)     SCALED    
 DA0118* NAVD 88     -       543.14   (+/-2cm)    1782.0    (feet)  VERTCON   
 DA0118  ___________________________________________________________________
 DA0118  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0118
 DA0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0118
 DA0118.The horizontal coordinates were scaled from a topographic map and have
 DA0118.an estimated accuracy of +/- 6 seconds.
 DA0118
 DA0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0118.The vertical order pertains to the NGVD 29 superseded value.
 DA0118
 DA0118.The geoid height was determined by GEOID03.
 DA0118
 DA0118;                    North         East    Units  Estimated Accuracy
 DA0118;SPC AZ C     -   205,450.      171,530.      MT  (+/- 180 meters Scaled)
 DA0118
 DA0118                          SUPERSEDED SURVEY CONTROL
 DA0118
 DA0118  NGVD 29 (??/??/92)  542.48   (m)         1779.8    (f) COMPUTED    2 0
 DA0118
 DA0118.Superseded values are not recommended for survey control.
 DA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0118.See file dsdata.txt to determine how the superseded data were derived.
 DA0118
 DA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB724357(NAD 83)
 DA0118_MARKER: DD = SURVEY DISK
 DA0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0118_SP_SET: HEADWALL
 DA0118_STAMPING: 1779-67 1122+47 1959
 DA0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0118
 DA0118  HISTORY     - Date     Condition        Report By
 DA0118  HISTORY     - 1959     MONUMENTED       AZHD
 DA0118  HISTORY     - 1960     GOOD             NGS
 DA0118
 DA0118                          STATION DESCRIPTION
 DA0118
 DA0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0118'23.5 MI W FROM STANFIELD.
 DA0118'23.5 MILES WEST OF STANFIELD, 0.1 MILE WEST OF MILEPOST 142, 25 FEET
 DA0118'NORTH OF CENTERLINE OF HIGHWAY IN CENTER OF NORTH HEADWALL, 6 INCHES
 DA0118'HIGHER THAN HIGHWAY.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0507 ***********************************************************************
 GQ0507  DESIGNATION -  178 DOR
 GQ0507  PID         -  GQ0507
 GQ0507  STATE/COUNTY-  AZ/MOHAVE
 GQ0507  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0507
 GQ0507                         *CURRENT SURVEY CONTROL
 GQ0507  ___________________________________________________________________
 GQ0507* NAD 83(1986)-  36 18 03.     (N)    113 43 18.     (W)     SCALED    
 GQ0507* NAVD 88     -      1371.474  (meters)    4499.58   (feet)  POSTED    
 GQ0507  ___________________________________________________________________
 GQ0507  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 GQ0507  DYNAMIC HT  -        1369.890 (meters)    4494.38  (feet)  COMP
 GQ0507  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 GQ0507
 GQ0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0507
 GQ0507.The horizontal coordinates were scaled from a topographic map and have
 GQ0507.an estimated accuracy of +/- 6 seconds.
 GQ0507
 GQ0507.The orthometric height was determined by differential leveling
 GQ0507.and adjusted by the National Geodetic Survey in 1992..
 GQ0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0507.rate of 0.0 thru 1.0 mm/km.
 GQ0507
 GQ0507.The geoid height was determined by GEOID03.
 GQ0507
 GQ0507.The dynamic height is computed by dividing the NAVD 88
 GQ0507.geopotential number by the normal gravity value computed on the
 GQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0507.degrees latitude (g = 980.6199 gals.).
 GQ0507
 GQ0507.The modeled gravity was interpolated from observed gravity values.
 GQ0507
 GQ0507;                    North         East    Units  Estimated Accuracy
 GQ0507;SPC AZ W     -   587,910.      215,910.      MT  (+/- 180 meters Scaled)
 GQ0507
 GQ0507                          SUPERSEDED SURVEY CONTROL
 GQ0507
 GQ0507.No superseded survey control is available for this station.
 GQ0507
 GQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF556207(NAD 83)
 GQ0507_MARKER: DB = BENCH MARK DISK
 GQ0507_SETTING: 80 = SET IN A BOULDER
 GQ0507_SP_SET: BOULDER
 GQ0507_STAMPING: 178 DOR 1970 4497
 GQ0507_MARK LOGO: USGS  
 GQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0507+STABILITY: SURFACE MOTION
 GQ0507
 GQ0507  HISTORY     - Date     Condition        Report By
 GQ0507  HISTORY     - 1970     MONUMENTED       USGS
 GQ0507
 GQ0507                          STATION DESCRIPTION
 GQ0507
 GQ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0507'131.3 KM (81.60 MI) SSW FROM ST GEORGE UT.
 GQ0507'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0507'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0507'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0507'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0507'PIGEON CANYON ROAD, THENCE 9.5 MILES SOUTHWEST, 94 FEET SOUTH OF THE
 GQ0507'ROAD, IN A MALPAIS BOULDER PROJECTING 1 FOOT.
 GQ0507'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0507'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0176 ***********************************************************************
 DA0176  DESIGNATION -  1781.2
 DA0176  PID         -  DA0176
 DA0176  STATE/COUNTY-  AZ/PINAL
 DA0176  USGS QUAD   -  KOHATK (1981)
 DA0176
 DA0176                         *CURRENT SURVEY CONTROL
 DA0176  ___________________________________________________________________
 DA0176* NAD 83(1986)-  32 31 44.     (N)    112 03 48.     (W)     SCALED    
 DA0176* NAVD 88     -       543.53   (+/-2cm)    1783.2    (feet)  VERTCON   
 DA0176  ___________________________________________________________________
 DA0176  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0176
 DA0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0176
 DA0176.The horizontal coordinates were scaled from a topographic map and have
 DA0176.an estimated accuracy of +/- 6 seconds.
 DA0176
 DA0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0176.The vertical order pertains to the NGVD 29 superseded value.
 DA0176
 DA0176.The geoid height was determined by GEOID03.
 DA0176
 DA0176;                    North         East    Units  Estimated Accuracy
 DA0176;SPC AZ C     -   169,520.      199,580.      MT  (+/- 180 meters Scaled)
 DA0176
 DA0176                          SUPERSEDED SURVEY CONTROL
 DA0176
 DA0176  NGVD 29 (??/??/92)  542.891  (m)         1781.13   (f) ADJ UNCH    2 0
 DA0176
 DA0176.Superseded values are not recommended for survey control.
 DA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0176.See file dsdata.txt to determine how the superseded data were derived.
 DA0176
 DA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA001995(NAD 83)
 DA0176_MARKER: B = BOLT
 DA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0176+STABILITY: SURFACE MOTION
 DA0176
 DA0176  HISTORY     - Date     Condition        Report By
 DA0176  HISTORY     - UNK      MONUMENTED       USGS
 DA0176  HISTORY     - 1952     GOOD             NGS
 DA0176
 DA0176                          STATION DESCRIPTION
 DA0176
 DA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0176'5.8 MI SW FROM QUAJOTE.
 DA0176'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0176'VILLAGE OF QUAJOTE, THENCE 3.2 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0176'ABOUT 0.2 MILE SOUTHWEST OF B.M. F300, ABOUT 95 YARDS NORTHEAST OF A
 DA0176'JOG IN THE ROAD, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 DA0176'AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0176'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0074 ***********************************************************************
 EU0074  DESIGNATION -  1783.30
 EU0074  PID         -  EU0074
 EU0074  STATE/COUNTY-  AZ/MOHAVE
 EU0074  USGS QUAD   -  YUCCA (1970)
 EU0074
 EU0074                         *CURRENT SURVEY CONTROL
 EU0074  ___________________________________________________________________
 EU0074* NAD 83(1986)-  34 50 59.     (N)    114 08 46.     (W)     SCALED    
 EU0074* NAVD 88     -       544.240  (meters)    1785.56   (feet)  ADJUSTED  
 EU0074  ___________________________________________________________________
 EU0074  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 EU0074  DYNAMIC HT  -         543.634 (meters)    1783.57  (feet)  COMP
 EU0074  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 EU0074  OBS GRAVITY -     979,497.6   (mgal)                       GRAV_OBS
 EU0074
 EU0074  VERT ORDER  -  FIRST     CLASS II
 EU0074
 EU0074.The horizontal coordinates were scaled from a topographic map and have
 EU0074.an estimated accuracy of +/- 6 seconds.
 EU0074
 EU0074.The orthometric height was determined by differential leveling
 EU0074.and adjusted by the National Geodetic Survey in June 1991..
 EU0074
 EU0074.The geoid height was determined by GEOID03.
 EU0074
 EU0074.The dynamic height is computed by dividing the NAVD 88
 EU0074.geopotential number by the normal gravity value computed on the
 EU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0074.degrees latitude (g = 980.6199 gals.).
 EU0074
 EU0074.The modeled gravity was interpolated from observed gravity values.
 EU0074.The observed gravity was obtained from relative gravimeter ties
 EU0074.to the IGSN71 gravity network.
 EU0074
 EU0074;                    North         East    Units  Estimated Accuracy
 EU0074;SPC AZ W     -   426,990.      177,140.      MT  (+/- 180 meters Scaled)
 EU0074
 EU0074                          SUPERSEDED SURVEY CONTROL
 EU0074
 EU0074  NGVD 29 (??/??/??)  543.517  (m)         1783.19   (f) ADJUSTED    1 2
 EU0074
 EU0074.Superseded values are not recommended for survey control.
 EU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0074.See file dsdata.txt to determine how the superseded data were derived.
 EU0074
 EU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609600(NAD 83)
 EU0074_MARKER: DD = SURVEY DISK
 EU0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0074_STAMPING: 1783.30 1273X20 1951
 EU0074_MARK LOGO: AZHD  
 EU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0074+STABILITY: SURFACE MOTION
 EU0074
 EU0074  HISTORY     - Date     Condition        Report By
 EU0074  HISTORY     - 1951     MONUMENTED       AZHD
 EU0074  HISTORY     - 1961     GOOD             NGS
 EU0074  HISTORY     - 1981     GOOD             NGS
 EU0074  HISTORY     - 1981     GOOD             NGS
 EU0074
 EU0074                          STATION DESCRIPTION
 EU0074
 EU0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0074'1.9 MI S FROM YUCCA.
 EU0074'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0074'THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY 66, AT THE JUNCTION
 EU0074'OF A ROAD EAST TO THE ANTLERS MINE, SET IN THE TOP AND APPROXIMATE
 EU0074'CENTER OF THE EAST HEADWALL OF A 15 FOOT CONCRETE BOX CULVERT
 EU0074'WITH 2 OPENINGS, 22 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EU0074'66, AND ABOUT LEVEL WITH THE HIGHWAY.
 EU0074
 EU0074                          STATION RECOVERY (1981)
 EU0074
 EU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0074'1.7 KM (1.05 MI) SOUTHEAST ALONG THE SOUTH-BOUND LANES OF INTERSTATE
 EU0074'HIGHWAY 40 FROM THE JUNCTION OF ALAMO ROAD IN YUCCA, SET IN THE TOP
 EU0074'CENTER OF THE EAST HEADWALL OF A 15-FOOT CONCRETE BOX CULVERT WITH TWO
 EU0074'OPENINGS UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) EAST OF THE
 EU0074'CENTERLINE OF THE SOUTH-BOUND LANES.
 EU0074'THE MARK IS 0.3 M BELOW THE SOUTH-BOUND LANES.
 EU0074
 EU0074                          STATION RECOVERY (1981)
 EU0074
 EU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1145 ***********************************************************************
 DA1145  DESIGNATION -  1785+17.0
 DA1145  PID         -  DA1145
 DA1145  STATE/COUNTY-  AZ/YUMA
 DA1145  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1145
 DA1145                         *CURRENT SURVEY CONTROL
 DA1145  ___________________________________________________________________
 DA1145* NAD 83(1986)-  32 43 50.     (N)    113 44 50.     (W)     SCALED    
 DA1145* NAVD 88     -       161.23   (+/-2cm)     529.0    (feet)  VERTCON   
 DA1145  ___________________________________________________________________
 DA1145  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1145
 DA1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1145
 DA1145.The horizontal coordinates were scaled from a topographic map and have
 DA1145.an estimated accuracy of +/- 6 seconds.
 DA1145
 DA1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1145.The vertical order pertains to the NGVD 29 superseded value.
 DA1145
 DA1145.The geoid height was determined by GEOID03.
 DA1145
 DA1145;                    North         East    Units  Estimated Accuracy
 DA1145;SPC AZ W     -   191,880.      213,620.      MT  (+/- 180 meters Scaled)
 DA1145
 DA1145                          SUPERSEDED SURVEY CONTROL
 DA1145
 DA1145  NGVD 29 (??/??/92)  160.590  (m)          526.87   (f) ADJ UNCH    2 0
 DA1145
 DA1145.Superseded values are not recommended for survey control.
 DA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1145.See file dsdata.txt to determine how the superseded data were derived.
 DA1145
 DA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB425247(NAD 83)
 DA1145_MARKER: DD = SURVEY DISK
 DA1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1145_SP_SET: CULVERT
 DA1145_STAMPING: 1985 + 17.0 526.78 1936
 DA1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1145
 DA1145  HISTORY     - Date     Condition        Report By
 DA1145  HISTORY     - 1936     MONUMENTED       AZHD
 DA1145  HISTORY     - 1960     GOOD             NGS
 DA1145
 DA1145                          STATION DESCRIPTION
 DA1145
 DA1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1145'0.45 MI E FROM MOHAWK.
 DA1145'0.45 MILE EAST ON ABANDONED HIGHWAY 80 FROM MOHAWK, 0.05 MILE WEST OF
 DA1145'MILE POLE 57, 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN
 DA1145'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0493 ***********************************************************************
 DU0493  DESIGNATION -  1785.48
 DU0493  PID         -  DU0493
 DU0493  STATE/COUNTY-  AZ/PINAL
 DU0493  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0493
 DU0493                         *CURRENT SURVEY CONTROL
 DU0493  ___________________________________________________________________
 DU0493* NAD 83(1986)-  33 20 50.     (N)    111 27 12.     (W)     SCALED    
 DU0493* NAVD 88     -       544.89   (+/-2cm)    1787.7    (feet)  VERTCON   
 DU0493  ___________________________________________________________________
 DU0493  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DU0493
 DU0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0493
 DU0493.The horizontal coordinates were scaled from a topographic map and have
 DU0493.an estimated accuracy of +/- 6 seconds.
 DU0493
 DU0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0493.The vertical order pertains to the NGVD 29 superseded value.
 DU0493
 DU0493.The geoid height was determined by GEOID03.
 DU0493
 DU0493;                    North         East    Units  Estimated Accuracy
 DU0493;SPC AZ C     -   260,350.      256,490.      MT  (+/- 180 meters Scaled)
 DU0493
 DU0493                          SUPERSEDED SURVEY CONTROL
 DU0493
 DU0493  NGVD 29 (??/??/92)  544.344  (m)         1785.90   (f) ADJ UNCH    2 0
 DU0493
 DU0493.Superseded values are not recommended for survey control.
 DU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0493.See file dsdata.txt to determine how the superseded data were derived.
 DU0493
 DU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB578898(NAD 83)
 DU0493_MARKER: DD = SURVEY DISK
 DU0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0493_SP_SET: GUARDRAIL
 DU0493_STAMPING: 1785.48 1219+15.5 1930
 DU0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0493
 DU0493  HISTORY     - Date     Condition        Report By
 DU0493  HISTORY     - 1930     MONUMENTED       AZHD
 DU0493  HISTORY     - 1935     GOOD             NGS
 DU0493
 DU0493                          STATION DESCRIPTION
 DU0493
 DU0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0493'7.3 MI SE FROM APACHE JUNCTION.
 DU0493'7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0493'CONCRETE BRIDGE AND IN THE TOP OF THE WEST END POST OF THE NORTH
 DU0493'GUARDRAIL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0493'1785.48 1219+15.5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0346 ***********************************************************************
 DA0346  DESIGNATION -  1786.63
 DA0346  PID         -  DA0346
 DA0346  STATE/COUNTY-  AZ/PIMA
 DA0346  USGS QUAD   -  ARMENTA WELL (1990)
 DA0346
 DA0346                         *CURRENT SURVEY CONTROL
 DA0346  ___________________________________________________________________
 DA0346* NAD 83(1986)-  32 11 42.     (N)    112 45 37.     (W)     SCALED    
 DA0346* NAVD 88     -       544.82   (+/-2cm)    1787.5    (feet)  VERTCON   
 DA0346  ___________________________________________________________________
 DA0346  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0346
 DA0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0346
 DA0346.The horizontal coordinates were scaled from a topographic map and have
 DA0346.an estimated accuracy of +/- 6 seconds.
 DA0346
 DA0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0346.The vertical order pertains to the NGVD 29 superseded value.
 DA0346
 DA0346.The geoid height was determined by GEOID03.
 DA0346
 DA0346;                    North         East    Units  Estimated Accuracy
 DA0346;SPC AZ C     -   132,800.      133,820.      MT  (+/- 180 meters Scaled)
 DA0346
 DA0346                          SUPERSEDED SURVEY CONTROL
 DA0346
 DA0346  NGVD 29 (??/??/92)  544.091  (m)         1785.07   (f) ADJ UNCH    1 2
 DA0346
 DA0346.Superseded values are not recommended for survey control.
 DA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0346.See file dsdata.txt to determine how the superseded data were derived.
 DA0346
 DA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340634(NAD 83)
 DA0346_MARKER: DD = SURVEY DISK
 DA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0346_STAMPING: 1786.63 1179+00.00
 DA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0346+STABILITY: SURFACE MOTION
 DA0346
 DA0346  HISTORY     - Date     Condition        Report By
 DA0346  HISTORY     - UNK      MONUMENTED       USDA
 DA0346  HISTORY     - 1953     GOOD             NGS
 DA0346  HISTORY     - 1981     GOOD             NGS
 DA0346  HISTORY     - 19970305 GOOD             USPSQD
 DA0346
 DA0346                          STATION DESCRIPTION
 DA0346
 DA0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0346'16.15 MI SE FROM AJO.
 DA0346'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0346'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0346'HIGHWAY 86, THENCE 5.25 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.3
 DA0346'MILE SOUTH OF AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA0346'175 FEET NORTHWEST OF THE CENTER OF A DIP IN THE HIGHWAY, 100 FEET
 DA0346'WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHEAST OF THE CENTER
 DA0346'LINE OF A DIM TRACK ROAD, 2.8 FEET NORTH OF A WITNESS POST, ABOUT
 DA0346'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0346'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0346
 DA0346                          STATION RECOVERY (1981)
 DA0346
 DA0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0346'RECOVERED IN GOOD CONDITION.
 DA0346
 DA0346                          STATION RECOVERY (1997)
 DA0346
 DA0346'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1541 ***********************************************************************
 DU1541  DESIGNATION -  178+85
 DU1541  PID         -  DU1541
 DU1541  STATE/COUNTY-  AZ/MARICOPA
 DU1541  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1541
 DU1541                         *CURRENT SURVEY CONTROL
 DU1541  ___________________________________________________________________
 DU1541* NAD 83(1986)-  33 30 00.     (N)    111 41 02.     (W)     SCALED    
 DU1541* NAVD 88     -       456.96   (+/-2cm)    1499.2    (feet)  VERTCON   
 DU1541  ___________________________________________________________________
 DU1541  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1541
 DU1541  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1541
 DU1541.The horizontal coordinates were scaled from a topographic map and have
 DU1541.an estimated accuracy of +/- 6 seconds.
 DU1541
 DU1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1541.The vertical order pertains to the NGVD 29 superseded value.
 DU1541
 DU1541.The geoid height was determined by GEOID03.
 DU1541
 DU1541;                    North         East    Units  Estimated Accuracy
 DU1541;SPC AZ C     -   277,230.      234,990.      MT  (+/- 180 meters Scaled)
 DU1541
 DU1541                          SUPERSEDED SURVEY CONTROL
 DU1541
 DU1541  NGVD 29 (??/??/92)  456.375  (m)         1497.29   (f) ADJ UNCH    1 1
 DU1541
 DU1541.Superseded values are not recommended for survey control.
 DU1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1541.See file dsdata.txt to determine how the superseded data were derived.
 DU1541
 DU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364069(NAD 83)
 DU1541_MARKER: DD = SURVEY DISK
 DU1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1541_SP_SET: CULVERT
 DU1541_STAMPING: 178+85
 DU1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1541
 DU1541  HISTORY     - Date     Condition        Report By
 DU1541  HISTORY     - UNK      MONUMENTED       AZHD
 DU1541  HISTORY     - 1975     GOOD             NGS
 DU1541
 DU1541                          STATION DESCRIPTION
 DU1541
 DU1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1541'14.47 MI NE FROM MESA.
 DU1541'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1541'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 3.4 MILES TO
 DU1541'MCDOWELL ROAD, CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL FOR 2.37
 DU1541'MILES TO STATION ON THE RIGHT (EAST).  THE STATION IS A AHD DISK SET
 DU1541'IN THE TOP AND CENTER OF A CONCRETE CULVERT HEADWALL AND IS 25 FEET
 DU1541'EAST OF THE CENTERLINE OF BUSH HWY.  SECTION 19, T 2N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0347 ***********************************************************************
 DA0347  DESIGNATION -  1788.57
 DA0347  PID         -  DA0347
 DA0347  STATE/COUNTY-  AZ/PIMA
 DA0347  USGS QUAD   -  ARMENTA WELL (1990)
 DA0347
 DA0347                         *CURRENT SURVEY CONTROL
 DA0347  ___________________________________________________________________
 DA0347* NAD 83(1986)-  32 11 42.     (N)    112 45 37.     (W)     SCALED    
 DA0347* NAVD 88     -       545.41   (+/-2cm)    1789.4    (feet)  VERTCON   
 DA0347  ___________________________________________________________________
 DA0347  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0347
 DA0347  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0347
 DA0347.The horizontal coordinates were scaled from a topographic map and have
 DA0347.an estimated accuracy of +/- 6 seconds.
 DA0347
 DA0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0347.The vertical order pertains to the NGVD 29 superseded value.
 DA0347
 DA0347.The geoid height was determined by GEOID03.
 DA0347
 DA0347;                    North         East    Units  Estimated Accuracy
 DA0347;SPC AZ C     -   132,800.      133,820.      MT  (+/- 180 meters Scaled)
 DA0347
 DA0347                          SUPERSEDED SURVEY CONTROL
 DA0347
 DA0347  NGVD 29 (??/??/92)  544.682  (m)         1787.01   (f) ADJ UNCH    1 2
 DA0347
 DA0347.Superseded values are not recommended for survey control.
 DA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0347.See file dsdata.txt to determine how the superseded data were derived.
 DA0347
 DA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340634(NAD 83)
 DA0347_MARKER: DD = SURVEY DISK
 DA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0347_STAMPING: 1788.57 1 1179+00.00
 DA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0347+STABILITY: SURFACE MOTION
 DA0347
 DA0347  HISTORY     - Date     Condition        Report By
 DA0347  HISTORY     - UNK      MONUMENTED       USDA
 DA0347  HISTORY     - 1953     GOOD             NGS
 DA0347  HISTORY     - 1981     GOOD             NGS
 DA0347  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 DA0347
 DA0347                          STATION DESCRIPTION
 DA0347
 DA0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0347'16.15 MI SE FROM AJO.
 DA0347'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0347'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0347'HIGHWAY 86, THENCE 5.25 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.3
 DA0347'MILE SOUTH OF AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA0347'175 FEET NORTHEAST OF THE CENTER OF A DIP IN THE HIGHWAY, 200 FEET
 DA0347'EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A WITNESS
 DA0347'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DA0347'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0347
 DA0347                          STATION RECOVERY (1981)
 DA0347
 DA0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0347'RECOVERED IN GOOD CONDITION.
 DA0347
 DA0347                          STATION RECOVERY (1997)
 DA0347
 DA0347'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0508 ***********************************************************************
 GQ0508  DESIGNATION -  179 DOR
 GQ0508  PID         -  GQ0508
 GQ0508  STATE/COUNTY-  AZ/MOHAVE
 GQ0508  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0508
 GQ0508                         *CURRENT SURVEY CONTROL
 GQ0508  ___________________________________________________________________
 GQ0508* NAD 83(1986)-  36 18 08.     (N)    113 44 23.     (W)     SCALED    
 GQ0508* NAVD 88     -      1335.069  (meters)    4380.14   (feet)  POSTED    
 GQ0508  ___________________________________________________________________
 GQ0508  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 GQ0508  DYNAMIC HT  -        1333.540 (meters)    4375.12  (feet)  COMP
 GQ0508  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 GQ0508
 GQ0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0508
 GQ0508.The horizontal coordinates were scaled from a topographic map and have
 GQ0508.an estimated accuracy of +/- 6 seconds.
 GQ0508
 GQ0508.The orthometric height was determined by differential leveling
 GQ0508.and adjusted by the National Geodetic Survey in 1992..
 GQ0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0508.rate of 0.0 thru 1.0 mm/km.
 GQ0508
 GQ0508.The geoid height was determined by GEOID03.
 GQ0508
 GQ0508.The dynamic height is computed by dividing the NAVD 88
 GQ0508.geopotential number by the normal gravity value computed on the
 GQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0508.degrees latitude (g = 980.6199 gals.).
 GQ0508
 GQ0508.The modeled gravity was interpolated from observed gravity values.
 GQ0508
 GQ0508;                    North         East    Units  Estimated Accuracy
 GQ0508;SPC AZ W     -   588,060.      214,280.      MT  (+/- 180 meters Scaled)
 GQ0508
 GQ0508                          SUPERSEDED SURVEY CONTROL
 GQ0508
 GQ0508.No superseded survey control is available for this station.
 GQ0508
 GQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF539209(NAD 83)
 GQ0508_MARKER: DB = BENCH MARK DISK
 GQ0508_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0508_SP_SET: ROCK OUTCROP
 GQ0508_STAMPING: 179 DOR 1970 4377
 GQ0508_MARK LOGO: USGS  
 GQ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0508+STABILITY: POSITION/ELEVATION WELL
 GQ0508
 GQ0508  HISTORY     - Date     Condition        Report By
 GQ0508  HISTORY     - 1970     MONUMENTED       USGS
 GQ0508
 GQ0508                          STATION DESCRIPTION
 GQ0508
 GQ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0508'132.9 KM (82.60 MI) SSW FROM ST GEORGE UT.
 GQ0508'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0508'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0508'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0508'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0508'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO TWO CORRUGATED
 GQ0508'METAL WATER TANKS, 220 FEET NORTH OF THE NORTH TANK, 60 FEET
 GQ0508'NORTH-NORTHEAST OF SAVANIC MINE ROAD, 28 FEET NORTHEAST OF GRAND
 GQ0508'GULCH MINE ROAD.
 GQ0508'THE MARK IS 3 FT  SE FROM  A WITNESS POST
 GQ0508'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0411 ***********************************************************************
 FS0411  DESIGNATION -  1795.24
 FS0411  PID         -  FS0411
 FS0411  STATE/COUNTY-  AZ/MOHAVE
 FS0411  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0411
 FS0411                         *CURRENT SURVEY CONTROL
 FS0411  ___________________________________________________________________
 FS0411* NAD 83(1986)-  35 59 28.     (N)    114 08 31.     (W)     SCALED    
 FS0411* NAVD 88     -       451.967  (meters)    1482.83   (feet)  POSTED    
 FS0411  ___________________________________________________________________
 FS0411  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0411  DYNAMIC HT  -         451.510 (meters)    1481.33  (feet)  COMP
 FS0411  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 FS0411
 FS0411  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0411
 FS0411.The horizontal coordinates were scaled from a topographic map and have
 FS0411.an estimated accuracy of +/- 6 seconds.
 FS0411
 FS0411.The orthometric height was determined by differential leveling
 FS0411.and adjusted by the National Geodetic Survey in 1992..
 FS0411.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0411.rate of 4.1 thru 8.0 mm/km.
 FS0411
 FS0411.The geoid height was determined by GEOID03.
 FS0411
 FS0411.The dynamic height is computed by dividing the NAVD 88
 FS0411.geopotential number by the normal gravity value computed on the
 FS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0411.degrees latitude (g = 980.6199 gals.).
 FS0411
 FS0411.The modeled gravity was interpolated from observed gravity values.
 FS0411
 FS0411;                    North         East    Units  Estimated Accuracy
 FS0411;SPC AZ W     -   553,620.      178,020.      MT  (+/- 180 meters Scaled)
 FS0411
 FS0411                          SUPERSEDED SURVEY CONTROL
 FS0411
 FS0411  NGVD 29 (??/??/92)  451.334  (m)         1480.75   (f) ADJ UNCH    1 1
 FS0411
 FS0411.Superseded values are not recommended for survey control.
 FS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0411.See file dsdata.txt to determine how the superseded data were derived.
 FS0411
 FS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576867(NAD 83)
 FS0411_MARKER: O = CHISELED CIRCLE
 FS0411_SETTING: 80 = SET IN A BOULDER
 FS0411_SP_SET: BOULDER
 FS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0411+STABILITY: SURFACE MOTION
 FS0411
 FS0411  HISTORY     - Date     Condition        Report By
 FS0411  HISTORY     - UNK      MONUMENTED       USGS
 FS0411  HISTORY     - 1950     GOOD             NGS
 FS0411  HISTORY     - 19870220 MARK NOT FOUND   USPSQD
 FS0411
 FS0411                          STATION DESCRIPTION
 FS0411
 FS0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0411'2.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0411'2.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0411'WASH ON THE SOUTH SHORE OF LAKE MEAD, AT THE EAST EDGE OF THE
 FS0411'WEST CHANNEL OF HUALPAI WASH, ON THE TOP OF THE NORTHEAST END OF
 FS0411'THE NORTH ONE OF TWO WHITE BOULDERS, 27 FEET EAST OF THE CENTER
 FS0411'LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED
 FS0411'BY THE CHISELED LETTERS AND NUMBERS BM 1989.
 FS0411
 FS0411                          STATION RECOVERY (1987)
 FS0411
 FS0411'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0492 ***********************************************************************
 DU0492  DESIGNATION -  1795.42
 DU0492  PID         -  DU0492
 DU0492  STATE/COUNTY-  AZ/PINAL
 DU0492  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0492
 DU0492                         *CURRENT SURVEY CONTROL
 DU0492  ___________________________________________________________________
 DU0492* NAD 83(1986)-  33 20 13.     (N)    111 26 28.     (W)     SCALED    
 DU0492* NAVD 88     -       547.92   (+/-2cm)    1797.6    (feet)  VERTCON   
 DU0492  ___________________________________________________________________
 DU0492  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DU0492
 DU0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0492
 DU0492.The horizontal coordinates were scaled from a topographic map and have
 DU0492.an estimated accuracy of +/- 6 seconds.
 DU0492
 DU0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0492.The vertical order pertains to the NGVD 29 superseded value.
 DU0492
 DU0492.The geoid height was determined by GEOID03.
 DU0492
 DU0492;                    North         East    Units  Estimated Accuracy
 DU0492;SPC AZ C     -   259,220.      257,630.      MT  (+/- 180 meters Scaled)
 DU0492
 DU0492                          SUPERSEDED SURVEY CONTROL
 DU0492
 DU0492  NGVD 29 (??/??/92)  547.372  (m)         1795.84   (f) ADJ UNCH    2 0
 DU0492
 DU0492.Superseded values are not recommended for survey control.
 DU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0492.See file dsdata.txt to determine how the superseded data were derived.
 DU0492
 DU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB589887(NAD 83)
 DU0492_MARKER: DD = SURVEY DISK
 DU0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0492_SP_SET: CULVERT
 DU0492_STAMPING: 1795.42 611+25 1930
 DU0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0492
 DU0492  HISTORY     - Date     Condition        Report By
 DU0492  HISTORY     - 1930     MONUMENTED       AZHD
 DU0492  HISTORY     - 1935     GOOD             NGS
 DU0492
 DU0492                          STATION DESCRIPTION
 DU0492
 DU0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0492'8.3 MI SE FROM APACHE JUNCTION.
 DU0492'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0492'CONCRETE CULVERT UNDER THE HIGHWAY IN THE CENTER OF THE TOP OF THE
 DU0492'NORTH HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. AN
 DU0492'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1795.42 611+25
 DU0492'1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1566 ***********************************************************************
 DV1566  DESIGNATION -  18 A
 DV1566  PID         -  DV1566
 DV1566  STATE/COUNTY-  AZ/LA PAZ
 DV1566  USGS QUAD   -  HOPE SW (1990)
 DV1566
 DV1566                         *CURRENT SURVEY CONTROL
 DV1566  ___________________________________________________________________
 DV1566* NAD 83(1986)-  33 37 22.     (N)    113 42 28.     (W)     SCALED    
 DV1566* NAVD 88     -       374.12   (+/-2cm)    1227.4    (feet)  VERTCON   
 DV1566  ___________________________________________________________________
 DV1566  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1566
 DV1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1566
 DV1566.The horizontal coordinates were scaled from a topographic map and have
 DV1566.an estimated accuracy of +/- 6 seconds.
 DV1566
 DV1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1566.The vertical order pertains to the NGVD 29 superseded value.
 DV1566
 DV1566.The geoid height was determined by GEOID03.
 DV1566
 DV1566;                    North         East    Units  Estimated Accuracy
 DV1566;SPC AZ W     -   290,830.      217,280.      MT  (+/- 180 meters Scaled)
 DV1566
 DV1566                          SUPERSEDED SURVEY CONTROL
 DV1566
 DV1566  NGVD 29 (??/??/92)  373.450  (m)         1225.23   (f) ADJ UNCH    2 0
 DV1566
 DV1566.Superseded values are not recommended for survey control.
 DV1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1566.See file dsdata.txt to determine how the superseded data were derived.
 DV1566
 DV1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC488236(NAD 83)
 DV1566_MARKER: DD = SURVEY DISK
 DV1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1566_STAMPING: 18 A 1962
 DV1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1566+STABILITY: SURFACE MOTION
 DV1566
 DV1566  HISTORY     - Date     Condition        Report By
 DV1566  HISTORY     - 1962     MONUMENTED       AZHD
 DV1566  HISTORY     - 19870206 MARK NOT FOUND   USGS
 DV1566
 DV1566                          STATION DESCRIPTION
 DV1566
 DV1566'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1566'13.2 MI SW FROM HOPE.
 DV1566'0.5 MILE EAST-SOUTHEAST OF J 396 18 AN ARIZONA HIGHWAY DEPARTMENT
 DV1566'DISKSTAMPED U8 A U962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1566'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP PROPOSED INTERSTATE
 DV1566'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1566
 DV1566                          STATION RECOVERY (1987)
 DV1566
 DV1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0807 ***********************************************************************
 FQ0807  DESIGNATION -  18 BKC
 FQ0807  PID         -  FQ0807
 FQ0807  STATE/COUNTY-  AZ/COCONINO
 FQ0807  USGS QUAD   -  WUPATKI SW (1969)
 FQ0807
 FQ0807                         *CURRENT SURVEY CONTROL
 FQ0807  ___________________________________________________________________
 FQ0807* NAD 83(1986)-  35 34 22.     (N)    111 28 44.     (W)     SCALED    
 FQ0807* NAVD 88     -      1645.091  (meters)    5397.27   (feet)  POSTED    
 FQ0807  ___________________________________________________________________
 FQ0807  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0807  DYNAMIC HT  -        1642.960 (meters)    5390.28  (feet)  COMP
 FQ0807  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 FQ0807
 FQ0807  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0807
 FQ0807.The horizontal coordinates were scaled from a topographic map and have
 FQ0807.an estimated accuracy of +/- 6 seconds.
 FQ0807
 FQ0807.The orthometric height was determined by differential leveling
 FQ0807.and adjusted by the National Geodetic Survey in 1992..
 FQ0807.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0807.rate of 0.0 thru 1.0 mm/km.
 FQ0807
 FQ0807.The geoid height was determined by GEOID03.
 FQ0807
 FQ0807.The dynamic height is computed by dividing the NAVD 88
 FQ0807.geopotential number by the normal gravity value computed on the
 FQ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0807.degrees latitude (g = 980.6199 gals.).
 FQ0807
 FQ0807.The modeled gravity was interpolated from observed gravity values.
 FQ0807
 FQ0807;                    North         East    Units  Estimated Accuracy
 FQ0807;SPC AZ C     -   507,200.      253,040.      MT  (+/- 180 meters Scaled)
 FQ0807
 FQ0807                          SUPERSEDED SURVEY CONTROL
 FQ0807
 FQ0807  NGVD 29 (??/??/92) 1644.20   (m)         5394.3    (f) COMPUTED    2 2
 FQ0807
 FQ0807.Superseded values are not recommended for survey control.
 FQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0807.See file dsdata.txt to determine how the superseded data were derived.
 FQ0807
 FQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE566366(NAD 83)
 FQ0807_MARKER: DB = BENCH MARK DISK
 FQ0807_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0807_SP_SET: ROCK OUTCROP
 FQ0807_STAMPING: 18 BKC 1968 5394
 FQ0807_MARK LOGO: USGS  
 FQ0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0807+STABILITY: POSITION/ELEVATION WELL
 FQ0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0807+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0807
 FQ0807  HISTORY     - Date     Condition        Report By
 FQ0807  HISTORY     - 1968     MONUMENTED       USGS
 FQ0807
 FQ0807                          STATION DESCRIPTION
 FQ0807
 FQ0807'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0807'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0807'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0807'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0807'NATIONAL MONUMENT, THENCE 3.3 MILES EAST ALONG THE MONUMENT ROAD, 100
 FQ0807'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13 FEET NORTHEAST OF A
 FQ0807'WITNESS SIGN ON A JUNIPER TREE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1269 ***********************************************************************
 CY1269  DESIGNATION -  18 EMH
 CY1269  PID         -  CY1269
 CY1269  STATE/COUNTY-  AZ/GRAHAM
 CY1269  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1269
 CY1269                         *CURRENT SURVEY CONTROL
 CY1269  ___________________________________________________________________
 CY1269* NAD 83(1986)-  32 37 15.     (N)    109 38 50.     (W)     SCALED    
 CY1269* NAVD 88     -      1127.50   (+/-2cm)    3699.1    (feet)  VERTCON   
 CY1269  ___________________________________________________________________
 CY1269  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY1269
 CY1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1269
 CY1269.The horizontal coordinates were scaled from a topographic map and have
 CY1269.an estimated accuracy of +/- 6 seconds.
 CY1269
 CY1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1269.The vertical order pertains to the NGVD 29 superseded value.
 CY1269
 CY1269.The geoid height was determined by GEOID03.
 CY1269
 CY1269;                    North         East    Units  Estimated Accuracy
 CY1269;SPC AZ E     -   179,830.      262,110.      MT  (+/- 180 meters Scaled)
 CY1269
 CY1269                          SUPERSEDED SURVEY CONTROL
 CY1269
 CY1269  NGVD 29 (??/??/92) 1126.79   (m)         3696.8    (f) COMPUTED    2 0
 CY1269
 CY1269.Superseded values are not recommended for survey control.
 CY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1269.See file dsdata.txt to determine how the superseded data were derived.
 CY1269
 CY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB269100(NAD 83)
 CY1269_MARKER: DB = BENCH MARK DISK
 CY1269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1269_SP_SET: COPPER-CLAD STEEL ROD
 CY1269_STAMPING: 18 EMH 1972 3697
 CY1269_MARK LOGO: USGS  
 CY1269_PROJECTION: FLUSH
 CY1269_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1269+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1269_ROD/PIPE-DEPTH: 6.10 meters
 CY1269
 CY1269  HISTORY     - Date     Condition        Report By
 CY1269  HISTORY     - 1972     MONUMENTED       USGS
 CY1269
 CY1269                          STATION DESCRIPTION
 CY1269
 CY1269'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1269'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1269'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 2.8
 CY1269'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES WEST OF A TRACK ROAD
 CY1269'SOUTH, AT THE OUTSIDE OF A CURVE, 46 FEET NORTH AND ABOUT LEVEL WITH
 CY1269'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A
 CY1269'COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0188 ***********************************************************************
 DB0188  DESIGNATION -  18 FS
 DB0188  PID         -  DB0188
 DB0188  STATE/COUNTY-  AZ/YUMA
 DB0188  USGS QUAD   -  FORTUNA (1979)
 DB0188
 DB0188                         *CURRENT SURVEY CONTROL
 DB0188  ___________________________________________________________________
 DB0188* NAD 83(1986)-  32 42 39.     (N)    114 25 36.     (W)     SCALED    
 DB0188* NAVD 88     -        57.25   (+/-2cm)     187.8    (feet)  VERTCON   
 DB0188  ___________________________________________________________________
 DB0188  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DB0188
 DB0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0188
 DB0188.The horizontal coordinates were scaled from a topographic map and have
 DB0188.an estimated accuracy of +/- 6 seconds.
 DB0188
 DB0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0188.The vertical order pertains to the NGVD 29 superseded value.
 DB0188
 DB0188.The geoid height was determined by GEOID03.
 DB0188
 DB0188;                    North         East    Units  Estimated Accuracy
 DB0188;SPC AZ W     -   189,890.      149,920.      MT  (+/- 180 meters Scaled)
 DB0188
 DB0188                          SUPERSEDED SURVEY CONTROL
 DB0188
 DB0188  NGVD 29 (??/??/??)   56.581  (m)          185.63   (f) ADJUSTED    1 2
 DB0188
 DB0188.Superseded values are not recommended for survey control.
 DB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0188.See file dsdata.txt to determine how the superseded data were derived.
 DB0188
 DB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS412221(NAD 83)
 DB0188_MARKER: DD = SURVEY DISK
 DB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0188_STAMPING: 185.633 18 FS 1926
 DB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0188+STABILITY: SURFACE MOTION
 DB0188
 DB0188  HISTORY     - Date     Condition        Report By
 DB0188  HISTORY     - 1926     MONUMENTED       USGS
 DB0188  HISTORY     - 1935     GOOD             NGS
 DB0188  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0188
 DB0188                          STATION DESCRIPTION
 DB0188
 DB0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0188'6.7 MI SW FROM DOME.
 DB0188'6.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0188'FROM THE STATION AT DOME, YUMA COUNTY, AT BLAISDELL, 12-1/2 POLES
 DB0188'SOUTHWEST OF MILEPOST 747, 2-1/2 RAILS NORTHEAST OF A CONCRETE
 DB0188'TELEPHONE BOOTH, OPPOSITE A LOADING PLATFORM, 66 YARDS SOUTHEAST
 DB0188'OF THE MAIN TRACK, 20 FEET NORTHEAST OF THE CENTERLINE OF A WAGON
 DB0188'ROAD LEADING THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND 4 FEET
 DB0188'INSIDE THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DB0188'DISK, STAMPED 185.633 18 FS 1926 AND SET IN THE TOP OF A CONCRETE
 DB0188'POST PROJECTING 10 INCHES ABOVE GROUND.
 DB0188
 DB0188                          STATION RECOVERY (2004)
 DB0188
 DB0188'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0779 ***********************************************************************
 FQ0779  DESIGNATION -  18 HLS
 FQ0779  PID         -  FQ0779
 FQ0779  STATE/COUNTY-  AZ/NAVAJO
 FQ0779  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0779
 FQ0779                         *CURRENT SURVEY CONTROL
 FQ0779  ___________________________________________________________________
 FQ0779* NAD 83(1986)-  35 09 04.     (N)    110 15 26.     (W)     SCALED    
 FQ0779* NAVD 88     -      1581.073  (meters)    5187.24   (feet)  ADJUSTED  
 FQ0779  ___________________________________________________________________
 FQ0779  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FQ0779  DYNAMIC HT  -        1578.959 (meters)    5180.30  (feet)  COMP
 FQ0779  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 FQ0779
 FQ0779  VERT ORDER  -  THIRD
 FQ0779
 FQ0779.The horizontal coordinates were scaled from a topographic map and have
 FQ0779.an estimated accuracy of +/- 6 seconds.
 FQ0779
 FQ0779.The orthometric height was determined by differential leveling
 FQ0779.and adjusted by the National Geodetic Survey in June 1991..
 FQ0779
 FQ0779.The geoid height was determined by GEOID03.
 FQ0779
 FQ0779.The dynamic height is computed by dividing the NAVD 88
 FQ0779.geopotential number by the normal gravity value computed on the
 FQ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0779.degrees latitude (g = 980.6199 gals.).
 FQ0779
 FQ0779.The modeled gravity was interpolated from observed gravity values.
 FQ0779
 FQ0779;                    North         East    Units  Estimated Accuracy
 FQ0779;SPC AZ E     -   460,340.      205,110.      MT  (+/- 180 meters Scaled)
 FQ0779
 FQ0779                          SUPERSEDED SURVEY CONTROL
 FQ0779
 FQ0779.No superseded survey control is available for this station.
 FQ0779
 FQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD676900(NAD 83)
 FQ0779_MARKER: DB = BENCH MARK DISK
 FQ0779_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0779_SP_SET: COPPER-CLAD STEEL ROD
 FQ0779_STAMPING: 18 HLS 1970 5185
 FQ0779_MARK LOGO: USGS  
 FQ0779_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0779+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0779
 FQ0779  HISTORY     - Date     Condition        Report By
 FQ0779  HISTORY     - 1970     MONUMENTED       USGS
 FQ0779
 FQ0779                          STATION DESCRIPTION
 FQ0779
 FQ0779'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0779'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0779'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0779'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0779'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 2.0 MILE EAST ALONG
 FQ0779'THE ROAD, 70 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH
 FQ0779'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0779'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0884 ***********************************************************************
 FQ0884  DESIGNATION -  18 JRH
 FQ0884  PID         -  FQ0884
 FQ0884  STATE/COUNTY-  AZ/COCONINO
 FQ0884  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0884
 FQ0884                         *CURRENT SURVEY CONTROL
 FQ0884  ___________________________________________________________________
 FQ0884* NAD 83(1986)-  35 28 21.     (N)    111 35 28.     (W)     SCALED    
 FQ0884* NAVD 88     -      1987.546  (meters)    6520.81   (feet)  POSTED    
 FQ0884  ___________________________________________________________________
 FQ0884  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0884  DYNAMIC HT  -        1984.860 (meters)    6511.99  (feet)  COMP
 FQ0884  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FQ0884
 FQ0884  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0884
 FQ0884.The horizontal coordinates were scaled from a topographic map and have
 FQ0884.an estimated accuracy of +/- 6 seconds.
 FQ0884
 FQ0884.The orthometric height was determined by differential leveling
 FQ0884.and adjusted by the National Geodetic Survey in 1992..
 FQ0884.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0884.rate of 0.0 thru 1.0 mm/km.
 FQ0884
 FQ0884.The geoid height was determined by GEOID03.
 FQ0884
 FQ0884.The dynamic height is computed by dividing the NAVD 88
 FQ0884.geopotential number by the normal gravity value computed on the
 FQ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0884.degrees latitude (g = 980.6199 gals.).
 FQ0884
 FQ0884.The modeled gravity was interpolated from observed gravity values.
 FQ0884
 FQ0884;                    North         East    Units  Estimated Accuracy
 FQ0884;SPC AZ C     -   496,040.      242,910.      MT  (+/- 180 meters Scaled)
 FQ0884
 FQ0884                          SUPERSEDED SURVEY CONTROL
 FQ0884
 FQ0884  NGVD 29 (??/??/92) 1986.63   (m)         6517.8    (f) COMPUTED    3 0
 FQ0884
 FQ0884.Superseded values are not recommended for survey control.
 FQ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0884.See file dsdata.txt to determine how the superseded data were derived.
 FQ0884
 FQ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE463256(NAD 83)
 FQ0884_MARKER: DB = BENCH MARK DISK
 FQ0884_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0884_SP_SET: ROCK OUTCROP
 FQ0884_STAMPING: 18 JRH 6517 1959
 FQ0884_MARK LOGO: USGS  
 FQ0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0884+STABILITY: POSITION/ELEVATION WELL
 FQ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0884+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0884
 FQ0884  HISTORY     - Date     Condition        Report By
 FQ0884  HISTORY     - 1959     MONUMENTED       USGS
 FQ0884
 FQ0884                          STATION DESCRIPTION
 FQ0884
 FQ0884'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0884'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0884'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 3.6 MILES
 FQ0884'NORTHWEST, 212 FEET EAST OF THE CENTERLINE OF THE ROAD, ON A FLAT
 FQ0884'RIDGE, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0174 ***********************************************************************
 DA0174  DESIGNATION -  18 RS
 DA0174  PID         -  DA0174
 DA0174  STATE/COUNTY-  AZ/PINAL
 DA0174  USGS QUAD   -  KOHATK (1981)
 DA0174
 DA0174                         *CURRENT SURVEY CONTROL
 DA0174  ___________________________________________________________________
 DA0174* NAD 83(1986)-  32 32 16.     (N)    112 02 43.     (W)     SCALED    
 DA0174* NAVD 88     -       531.05   (+/-2cm)    1742.3    (feet)  VERTCON   
 DA0174  ___________________________________________________________________
 DA0174  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0174
 DA0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0174
 DA0174.The horizontal coordinates were scaled from a topographic map and have
 DA0174.an estimated accuracy of +/- 6 seconds.
 DA0174
 DA0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0174.The vertical order pertains to the NGVD 29 superseded value.
 DA0174
 DA0174.The geoid height was determined by GEOID03.
 DA0174
 DA0174;                    North         East    Units  Estimated Accuracy
 DA0174;SPC AZ C     -   170,500.      201,280.      MT  (+/- 180 meters Scaled)
 DA0174
 DA0174                          SUPERSEDED SURVEY CONTROL
 DA0174
 DA0174  NGVD 29 (??/??/92)  530.418  (m)         1740.21   (f) ADJ UNCH    2 0
 DA0174
 DA0174.Superseded values are not recommended for survey control.
 DA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0174.See file dsdata.txt to determine how the superseded data were derived.
 DA0174
 DA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB018005(NAD 83)
 DA0174_MARKER: DB = BENCH MARK DISK
 DA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0174_STAMPING: R.S.18 1740 1939
 DA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0174+STABILITY: SURFACE MOTION
 DA0174
 DA0174  HISTORY     - Date     Condition        Report By
 DA0174  HISTORY     - 1939     MONUMENTED       USGS
 DA0174  HISTORY     - 1952     GOOD             NGS
 DA0174
 DA0174                          STATION DESCRIPTION
 DA0174
 DA0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0174'4.7 MI SW FROM QUAJOTE.
 DA0174'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0174'VILLAGE OF QUAJOTE, THENCE 2.1 MILES SOUTHWEST ALONG A GRADED ROAD, AT
 DA0174'A POINT WHERE A DRAINAGE DITCH WHICH RUNS NORTHEAST OF THE JUNCTIONS
 DA0174'WITH THE ROAD, 53 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0174'1.8 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0174'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0174'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0509 ***********************************************************************
 GQ0509  DESIGNATION -  180 DOR
 GQ0509  PID         -  GQ0509
 GQ0509  STATE/COUNTY-  AZ/MOHAVE
 GQ0509  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0509
 GQ0509                         *CURRENT SURVEY CONTROL
 GQ0509  ___________________________________________________________________
 GQ0509* NAD 83(1986)-  36 17 33.     (N)    113 45 12.     (W)     SCALED    
 GQ0509* NAVD 88     -      1372.337  (meters)    4502.41   (feet)  POSTED    
 GQ0509  ___________________________________________________________________
 GQ0509  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 GQ0509  DYNAMIC HT  -        1370.770 (meters)    4497.27  (feet)  COMP
 GQ0509  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 GQ0509
 GQ0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0509
 GQ0509.The horizontal coordinates were scaled from a topographic map and have
 GQ0509.an estimated accuracy of +/- 6 seconds.
 GQ0509
 GQ0509.The orthometric height was determined by differential leveling
 GQ0509.and adjusted by the National Geodetic Survey in 1992..
 GQ0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0509.rate of 0.0 thru 1.0 mm/km.
 GQ0509
 GQ0509.The geoid height was determined by GEOID03.
 GQ0509
 GQ0509.The dynamic height is computed by dividing the NAVD 88
 GQ0509.geopotential number by the normal gravity value computed on the
 GQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0509.degrees latitude (g = 980.6199 gals.).
 GQ0509
 GQ0509.The modeled gravity was interpolated from observed gravity values.
 GQ0509
 GQ0509;                    North         East    Units  Estimated Accuracy
 GQ0509;SPC AZ W     -   586,990.      213,060.      MT  (+/- 180 meters Scaled)
 GQ0509
 GQ0509                          SUPERSEDED SURVEY CONTROL
 GQ0509
 GQ0509.No superseded survey control is available for this station.
 GQ0509
 GQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF527199(NAD 83)
 GQ0509_MARKER: DB = BENCH MARK DISK
 GQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0509_SP_SET: ROCK OUTCROP
 GQ0509_STAMPING: 180 DOR 1970 4500
 GQ0509_MARK LOGO: USGS  
 GQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0509+STABILITY: POSITION/ELEVATION WELL
 GQ0509
 GQ0509  HISTORY     - Date     Condition        Report By
 GQ0509  HISTORY     - 1970     MONUMENTED       USGS
 GQ0509
 GQ0509                          STATION DESCRIPTION
 GQ0509
 GQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0509'134.7 KM (83.70 MI) SSW FROM ST GEORGE UT.
 GQ0509'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0509'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0509'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0509'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0509'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0509'THENCE 1.1 MILE SOUTH, 42 FEET SOUTH OF THE ROAD, IN A SANDSTONE
 GQ0509'OUTCROP.
 GQ0509'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0490 ***********************************************************************
 DU0490  DESIGNATION -  1802.74
 DU0490  PID         -  DU0490
 DU0490  STATE/COUNTY-  AZ/PINAL
 DU0490  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0490
 DU0490                         *CURRENT SURVEY CONTROL
 DU0490  ___________________________________________________________________
 DU0490* NAD 83(1986)-  33 19 23.     (N)    111 25 35.     (W)     SCALED    
 DU0490* NAVD 88     -       550.14   (+/-2cm)    1804.9    (feet)  VERTCON   
 DU0490  ___________________________________________________________________
 DU0490  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DU0490
 DU0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0490
 DU0490.The horizontal coordinates were scaled from a topographic map and have
 DU0490.an estimated accuracy of +/- 6 seconds.
 DU0490
 DU0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0490.The vertical order pertains to the NGVD 29 superseded value.
 DU0490
 DU0490.The geoid height was determined by GEOID03.
 DU0490
 DU0490;                    North         East    Units  Estimated Accuracy
 DU0490;SPC AZ C     -   257,680.      259,010.      MT  (+/- 180 meters Scaled)
 DU0490
 DU0490                          SUPERSEDED SURVEY CONTROL
 DU0490
 DU0490  NGVD 29 (??/??/92)  549.599  (m)         1803.14   (f) ADJ UNCH    2 0
 DU0490
 DU0490.Superseded values are not recommended for survey control.
 DU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0490.See file dsdata.txt to determine how the superseded data were derived.
 DU0490
 DU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB603871(NAD 83)
 DU0490_MARKER: DD = SURVEY DISK
 DU0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0490_SP_SET: GUARDRAIL
 DU0490_STAMPING: 1802.74 679+80.5 1930
 DU0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0490
 DU0490  HISTORY     - Date     Condition        Report By
 DU0490  HISTORY     - 1930     MONUMENTED       AZHD
 DU0490  HISTORY     - 1935     GOOD             NGS
 DU0490  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU0490
 DU0490                          STATION DESCRIPTION
 DU0490
 DU0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0490'9.1 MI NW FROM FLORENCE JUNCTION.
 DU0490'9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, AT A
 DU0490'CONCRETE BRIDGE ON THE HIGHWAY, AND IN THE TOP OF THE WEST END POST OF
 DU0490'THE NORTH GUARDRAIL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 DU0490'DISK, STAMPED 1802.74 679+80.5 1930.
 DU0490
 DU0490                          STATION RECOVERY (1967)
 DU0490
 DU0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1082 ***********************************************************************
 DA1082  DESIGNATION -  1805+42.9
 DA1082  PID         -  DA1082
 DA1082  STATE/COUNTY-  AZ/YUMA
 DA1082  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1082
 DA1082                         *CURRENT SURVEY CONTROL
 DA1082  ___________________________________________________________________
 DA1082* NAD 83(1986)-  32 43 45.     (N)    113 44 28.     (W)     SCALED    
 DA1082* NAVD 88     -       152.691  (meters)     500.95   (feet)  ADJUSTED  
 DA1082  ___________________________________________________________________
 DA1082  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1082  DYNAMIC HT  -         152.520 (meters)     500.39  (feet)  COMP
 DA1082  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DA1082
 DA1082  VERT ORDER  -  FIRST     CLASS II
 DA1082
 DA1082.The horizontal coordinates were scaled from a topographic map and have
 DA1082.an estimated accuracy of +/- 6 seconds.
 DA1082
 DA1082.The orthometric height was determined by differential leveling
 DA1082.and adjusted by the National Geodetic Survey in June 1991..
 DA1082
 DA1082.The geoid height was determined by GEOID03.
 DA1082
 DA1082.The dynamic height is computed by dividing the NAVD 88
 DA1082.geopotential number by the normal gravity value computed on the
 DA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1082.degrees latitude (g = 980.6199 gals.).
 DA1082
 DA1082.The modeled gravity was interpolated from observed gravity values.
 DA1082
 DA1082;                    North         East    Units  Estimated Accuracy
 DA1082;SPC AZ W     -   191,730.      214,190.      MT  (+/- 180 meters Scaled)
 DA1082
 DA1082                          SUPERSEDED SURVEY CONTROL
 DA1082
 DA1082  NGVD 29 (??/??/92)  152.060  (m)          498.88   (f) ADJ UNCH    1 2
 DA1082
 DA1082.Superseded values are not recommended for survey control.
 DA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1082.See file dsdata.txt to determine how the superseded data were derived.
 DA1082
 DA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB431245(NAD 83)
 DA1082_MARKER: DD = SURVEY DISK
 DA1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1082_SP_SET: BRIDGE
 DA1082_STAMPING: 498.85 1805+42.9 1936
 DA1082_MARK LOGO: AZHD  
 DA1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1082
 DA1082  HISTORY     - Date     Condition        Report By
 DA1082  HISTORY     - 1936     MONUMENTED       AZHD
 DA1082  HISTORY     - 1960     GOOD             NGS
 DA1082  HISTORY     - 1981     GOOD             NGS
 DA1082  HISTORY     - 1981     GOOD             NGS
 DA1082
 DA1082                          STATION DESCRIPTION
 DA1082
 DA1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1082'0.9 MI E FROM MOHAWK.
 DA1082'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.3 MILE
 DA1082'EAST FROM HIGHWAY MILE POST 57, AT THE FOOT OF MOHAWK PASS, AT A
 DA1082'BRIDGE OVER A WASH, IN THE TOP AND CENTER OF THE SOUTH GUARDRAIL, 20.4
 DA1082'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT ABOVE THE
 DA1082'HIGHWAY.
 DA1082
 DA1082                          STATION RECOVERY (1981)
 DA1082
 DA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1082'20.4 KM (12.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1082'IN TACNA, AT THE JUNCTION OF AVENUE 52E, SET IN THE TOP CENTER OF THE
 DA1082'SOUTHWEST HEADWALL OF A HIGHWAY BRIDGE, 12.2 M (40.0 FT) SOUTHWEST OF
 DA1082'THE CENTERLINE OF THE HIGHWAY, 5.0 M (16.5 FT) SOUTHEAST OF THE
 DA1082'EXTENDED CENTERLINE OF AVENUE 52E, 5.8 M (19.0 FT) NORTHWEST OF THE
 DA1082'SOUTHEAST END OF THE HEADWALL, 5.8 M (19.0 FT) SOUTHEAST OF THE
 DA1082'NORTHWEST END OF THE HEADWALL, 5.6 M (18.5 FT) SOUTHWEST OF A METAL
 DA1082'GUARDRAIL.
 DA1082'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1082
 DA1082                          STATION RECOVERY (1981)
 DA1082
 DA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1082'20.4 KM (12.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1082'IN TACNA, AT THE JUNCTION OF AVENUE 52E, SET IN THE TOP CENTER OF THE
 DA1082'SOUTHWEST HEADWALL OF A HIGHWAY BRIDGE, 12.2 M (40.0 FT) SOUTHWEST OF
 DA1082'THE CENTERLINE OF THE HIGHWAY, 5.0 M (16.5 FT) SOUTHEAST OF THE
 DA1082'EXTENDED CENTERLINE OF AVENUE 52E, 5.8 M (19.0 FT) NORTHWEST OF THE
 DA1082'SOUTHEAST END OF THE HEADWALL, 5.8 M (19.0 FT) SOUTHEAST OF THE
 DA1082'NORTHWEST END OF THE HEADWALL, 5.6 M (18.5 FT) SOUTHWEST OF A METAL
 DA1082'GUARDRAIL.
 DA1082'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0350 ***********************************************************************
 DA0350  DESIGNATION -  1805.58
 DA0350  PID         -  DA0350
 DA0350  STATE/COUNTY-  AZ/PIMA
 DA0350  USGS QUAD   -  ARMENTA WELL (1990)
 DA0350
 DA0350                         *CURRENT SURVEY CONTROL
 DA0350  ___________________________________________________________________
 DA0350* NAD 83(1986)-  32 10 59.     (N)    112 45 39.     (W)     SCALED    
 DA0350* NAVD 88     -       550.60   (+/-2cm)    1806.4    (feet)  VERTCON   
 DA0350  ___________________________________________________________________
 DA0350  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0350
 DA0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0350
 DA0350.The horizontal coordinates were scaled from a topographic map and have
 DA0350.an estimated accuracy of +/- 6 seconds.
 DA0350
 DA0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0350.The vertical order pertains to the NGVD 29 superseded value.
 DA0350
 DA0350.The geoid height was determined by GEOID03.
 DA0350
 DA0350;                    North         East    Units  Estimated Accuracy
 DA0350;SPC AZ C     -   131,480.      133,760.      MT  (+/- 180 meters Scaled)
 DA0350
 DA0350                          SUPERSEDED SURVEY CONTROL
 DA0350
 DA0350  NGVD 29 (??/??/92)  549.877  (m)         1804.05   (f) ADJ UNCH    1 2
 DA0350
 DA0350.Superseded values are not recommended for survey control.
 DA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0350.See file dsdata.txt to determine how the superseded data were derived.
 DA0350
 DA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340620(NAD 83)
 DA0350_MARKER: DD = SURVEY DISK
 DA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0350_STAMPING: 1805.58 1A 1139+00.00
 DA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0350+STABILITY: SURFACE MOTION
 DA0350
 DA0350  HISTORY     - Date     Condition        Report By
 DA0350  HISTORY     - UNK      MONUMENTED       USDA
 DA0350  HISTORY     - 1953     GOOD             NGS
 DA0350  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0350  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0350
 DA0350                          STATION DESCRIPTION
 DA0350
 DA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0350'16.95 MI SE FROM AJO.
 DA0350'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0350'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0350'HIGHWAY 86, THENCE 6.05 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 50
 DA0350'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A
 DA0350'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0350'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0350
 DA0350                          STATION RECOVERY (1981)
 DA0350
 DA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0350'SEARCHED FOR BUT NOT RECOVERED. REMAINS OF A CONCRETE POST WERE FOUND,
 DA0350'MARK IS BELIEVED DESTROYED.
 DA0350
 DA0350                          STATION RECOVERY (1988)
 DA0350
 DA0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0349 ***********************************************************************
 DA0349  DESIGNATION -  1807.20
 DA0349  PID         -  DA0349
 DA0349  STATE/COUNTY-  AZ/PIMA
 DA0349  USGS QUAD   -  ARMENTA WELL (1990)
 DA0349
 DA0349                         *CURRENT SURVEY CONTROL
 DA0349  ___________________________________________________________________
 DA0349* NAD 83(1986)-  32 11 02.     (N)    112 45 41.     (W)     SCALED    
 DA0349* NAVD 88     -       551.09   (+/-2cm)    1808.0    (feet)  VERTCON   
 DA0349  ___________________________________________________________________
 DA0349  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0349
 DA0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0349
 DA0349.The horizontal coordinates were scaled from a topographic map and have
 DA0349.an estimated accuracy of +/- 6 seconds.
 DA0349
 DA0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0349.The vertical order pertains to the NGVD 29 superseded value.
 DA0349
 DA0349.The geoid height was determined by GEOID03.
 DA0349
 DA0349;                    North         East    Units  Estimated Accuracy
 DA0349;SPC AZ C     -   131,570.      133,710.      MT  (+/- 180 meters Scaled)
 DA0349
 DA0349                          SUPERSEDED SURVEY CONTROL
 DA0349
 DA0349  NGVD 29 (??/??/92)  550.369  (m)         1805.67   (f) ADJ UNCH    1 2
 DA0349
 DA0349.Superseded values are not recommended for survey control.
 DA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0349.See file dsdata.txt to determine how the superseded data were derived.
 DA0349
 DA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA339621(NAD 83)
 DA0349_MARKER: DD = SURVEY DISK
 DA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0349_STAMPING: 1807.20 1A 1139+00.00
 DA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0349+STABILITY: SURFACE MOTION
 DA0349
 DA0349  HISTORY     - Date     Condition        Report By
 DA0349  HISTORY     - UNK      MONUMENTED       USDA
 DA0349  HISTORY     - 1953     GOOD             NGS
 DA0349  HISTORY     - 1981     GOOD             NGS
 DA0349  HISTORY     - 19970305 GOOD             USPSQD
 DA0349
 DA0349                          STATION DESCRIPTION
 DA0349
 DA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0349'16.95 MI SE FROM AJO.
 DA0349'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0349'FROM THE STATIOIN AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0349'HIGHWAY 86, THENCE 6.05 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, ON
 DA0349'TOP OF A LOW RISE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 DA0349'FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 DA0349'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DA0349'ABOVE THE GROUND.
 DA0349
 DA0349                          STATION RECOVERY (1981)
 DA0349
 DA0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0349'RECOVERED IN GOOD CONDITION.
 DA0349
 DA0349                          STATION RECOVERY (1997)
 DA0349
 DA0349'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1546 ***********************************************************************
 CZ1546  DESIGNATION -  1809.91
 CZ1546  PID         -  CZ1546
 CZ1546  STATE/COUNTY-  AZ/PINAL
 CZ1546  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1546
 CZ1546                         *CURRENT SURVEY CONTROL
 CZ1546  ___________________________________________________________________
 CZ1546* NAD 83(1986)-  32 38 44.     (N)    111 23 40.     (W)     SCALED    
 CZ1546* NAVD 88     -       552.44   (+/-2cm)    1812.5    (feet)  VERTCON   
 CZ1546  ___________________________________________________________________
 CZ1546  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1546
 CZ1546  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1546
 CZ1546.The horizontal coordinates were scaled from a topographic map and have
 CZ1546.an estimated accuracy of +/- 6 seconds.
 CZ1546
 CZ1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1546.The vertical order pertains to the NGVD 29 superseded value.
 CZ1546
 CZ1546.The geoid height was determined by GEOID03.
 CZ1546
 CZ1546;                    North         East    Units  Estimated Accuracy
 CZ1546;SPC AZ C     -   182,570.      262,350.      MT  (+/- 180 meters Scaled)
 CZ1546
 CZ1546                          SUPERSEDED SURVEY CONTROL
 CZ1546
 CZ1546  NGVD 29 (??/??/92)  551.869  (m)         1810.59   (f) ADJ UNCH    1 2
 CZ1546
 CZ1546.Superseded values are not recommended for survey control.
 CZ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1546.See file dsdata.txt to determine how the superseded data were derived.
 CZ1546
 CZ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB630120(NAD 83)
 CZ1546_MARKER: DD = SURVEY DISK
 CZ1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1546_SP_SET: CULVERT
 CZ1546_STAMPING: 1809.91
 CZ1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1546+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1546
 CZ1546  HISTORY     - Date     Condition        Report By
 CZ1546  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1546  HISTORY     - 1975     GOOD             AZDT
 CZ1546  HISTORY     - 20040513 GOOD             NGS
 CZ1546
 CZ1546                          STATION DESCRIPTION
 CZ1546
 CZ1546'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1546'7.7 MI SE FROM PICACHO.
 CZ1546'TO REACH FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10,
 CZ1546'SOUTH, AND RIGHT AT THE FIRST TURN RIGHT, FOR 0.1 MILES AND TO THE
 CZ1546'STATION ON THE RIGHT.  30 FT. NORTH OF THE CENTERLINE OF THE ROAD TO
 CZ1546'PICACHO PARK.  25 FT. WEST OF THE EXTENDED CENTERLINE OF THE ROAD TO
 CZ1546'THE TRADING POST AND RESTAURANT.  AN AHD BRASS CAP, SET IN THE TOP AND
 CZ1546'CENTER OF A 20 FT. CULVERT HEADWALL.
 CZ1546
 CZ1546                          STATION RECOVERY (2004)
 CZ1546
 CZ1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1546'ACROSS ROAD FROM MARK 1810.53, PID CZ1547
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0510 ***********************************************************************
 GQ0510  DESIGNATION -  181 DOR
 GQ0510  PID         -  GQ0510
 GQ0510  STATE/COUNTY-  AZ/MOHAVE
 GQ0510  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0510
 GQ0510                         *CURRENT SURVEY CONTROL
 GQ0510  ___________________________________________________________________
 GQ0510* NAD 83(1986)-  36 16 59.     (N)    113 46 12.     (W)     SCALED    
 GQ0510* NAVD 88     -      1367.585  (meters)    4486.82   (feet)  POSTED    
 GQ0510  ___________________________________________________________________
 GQ0510  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GQ0510  DYNAMIC HT  -        1366.020 (meters)    4481.68  (feet)  COMP
 GQ0510  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 GQ0510
 GQ0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0510
 GQ0510.The horizontal coordinates were scaled from a topographic map and have
 GQ0510.an estimated accuracy of +/- 6 seconds.
 GQ0510
 GQ0510.The orthometric height was determined by differential leveling
 GQ0510.and adjusted by the National Geodetic Survey in 1992..
 GQ0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0510.rate of 0.0 thru 1.0 mm/km.
 GQ0510
 GQ0510.The geoid height was determined by GEOID03.
 GQ0510
 GQ0510.The dynamic height is computed by dividing the NAVD 88
 GQ0510.geopotential number by the normal gravity value computed on the
 GQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0510.degrees latitude (g = 980.6199 gals.).
 GQ0510
 GQ0510.The modeled gravity was interpolated from observed gravity values.
 GQ0510
 GQ0510;                    North         East    Units  Estimated Accuracy
 GQ0510;SPC AZ W     -   585,940.      211,560.      MT  (+/- 180 meters Scaled)
 GQ0510
 GQ0510                          SUPERSEDED SURVEY CONTROL
 GQ0510
 GQ0510.No superseded survey control is available for this station.
 GQ0510
 GQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF512189(NAD 83)
 GQ0510_MARKER: DB = BENCH MARK DISK
 GQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0510_SP_SET: ROCK OUTCROP
 GQ0510_STAMPING: 181 DOR 1970 4484
 GQ0510_MARK LOGO: USGS  
 GQ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0510+STABILITY: POSITION/ELEVATION WELL
 GQ0510
 GQ0510  HISTORY     - Date     Condition        Report By
 GQ0510  HISTORY     - 1970     MONUMENTED       USGS
 GQ0510
 GQ0510                          STATION DESCRIPTION
 GQ0510
 GQ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0510'136.6 KM (84.90 MI) SSW FROM ST GEORGE UT.
 GQ0510'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0510'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0510'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0510'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0510'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0510'THENCE 2.3 MILES SOUTH, 0.2 MILES EAST OF A Y-ROAD JUNCTION, 130 FEET
 GQ0510'SOUTHWEST OF A Y-ROAD JUNCTION SOUTH, 26 FEET NORTHWEST OF THE ROAD.
 GQ0510'THE MARK IS 3 FT  E FROM  A WITNESS POST
 GQ0510'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1547 ***********************************************************************
 CZ1547  DESIGNATION -  1810.53
 CZ1547  PID         -  CZ1547
 CZ1547  STATE/COUNTY-  AZ/PINAL
 CZ1547  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1547
 CZ1547                         *CURRENT SURVEY CONTROL
 CZ1547  ___________________________________________________________________
 CZ1547* NAD 83(1986)-  32 38 46.     (N)    111 23 44.     (W)     SCALED    
 CZ1547* NAVD 88     -       552.63   (+/-2cm)    1813.1    (feet)  VERTCON   
 CZ1547  ___________________________________________________________________
 CZ1547  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1547
 CZ1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1547
 CZ1547.The horizontal coordinates were scaled from a topographic map and have
 CZ1547.an estimated accuracy of +/- 6 seconds.
 CZ1547
 CZ1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1547.The vertical order pertains to the NGVD 29 superseded value.
 CZ1547
 CZ1547.The geoid height was determined by GEOID03.
 CZ1547
 CZ1547;                    North         East    Units  Estimated Accuracy
 CZ1547;SPC AZ C     -   182,630.      262,250.      MT  (+/- 180 meters Scaled)
 CZ1547
 CZ1547                          SUPERSEDED SURVEY CONTROL
 CZ1547
 CZ1547  NGVD 29 (??/??/92)  552.059  (m)         1811.21   (f) ADJ UNCH    1 2
 CZ1547
 CZ1547.Superseded values are not recommended for survey control.
 CZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1547.See file dsdata.txt to determine how the superseded data were derived.
 CZ1547
 CZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629121(NAD 83)
 CZ1547_MARKER: DD = SURVEY DISK
 CZ1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1547_SP_SET: CULVERT
 CZ1547_STAMPING: 1810.53
 CZ1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1547+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1547
 CZ1547  HISTORY     - Date     Condition        Report By
 CZ1547  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1547  HISTORY     - 1975     GOOD             AZDT
 CZ1547  HISTORY     - 20040513 GOOD             NGS
 CZ1547
 CZ1547                          STATION DESCRIPTION
 CZ1547
 CZ1547'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1547'7.7 MI SE FROM PICACHO.
 CZ1547'TO REACH FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10,
 CZ1547'SOUTH, RIGHT AT THE FIRST TURN RIGHT, FOR 0.1 MILES AND TO THE STATION
 CZ1547'ON THE LEFT.  30 FT. SOUTH OF THE CENTERLINE OF THE ROAD TO PICACHO
 CZ1547'PARK.  50 FT. WEST OF THE ROAD TO THE TRADING POST AND RESTAURANT. AN
 CZ1547'AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
 CZ1547
 CZ1547                          STATION RECOVERY (2004)
 CZ1547
 CZ1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1547'ACROSS ROAD FROM MARK 1809.91, PID CZ1546
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2203 ***********************************************************************
 DU2203  DESIGNATION -  1812=FORT
 DU2203  PID         -  DU2203
 DU2203  STATE/COUNTY-  AZ/MARICOPA
 DU2203  USGS QUAD   -  FORT MC DOWELL (1978)
 DU2203
 DU2203                         *CURRENT SURVEY CONTROL
 DU2203  ___________________________________________________________________
 DU2203* NAD 83(1992)-  33 39 55.29570(N)    111 42 21.96715(W)     ADJUSTED  
 DU2203* NAVD 88     -       553.7    (meters)    1817.     (feet)  VERTCON   
 DU2203  ___________________________________________________________________
 DU2203  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DU2203  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU2203
 DU2203  HORZ ORDER  -  FIRST
 DU2203
 DU2203.The horizontal coordinates were established by classical geodetic methods
 DU2203.and adjusted by the National Geodetic Survey in August 1993..
 DU2203
 DU2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2203
 DU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2203
 DU2203.The geoid height was determined by GEOID03.
 DU2203
 DU2203;                    North         East     Units Scale Factor Converg.
 DU2203;SPC AZ C     -   295,559.386   232,886.986   MT  0.99990470   +0 07 00.2
 DU2203;SPC AZ C     -   969,683.02    764,064.91   iFT  0.99990470   +0 07 00.2
 DU2203;UTM  12      - 3,725,276.370   434,537.784   MT  0.99965283   -0 23 29.2
 DU2203
 DU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2203!SPC AZ C     -   0.99991766  x   0.99990470  =   0.99982237
 DU2203!UTM  12      -   0.99991766  x   0.99965283  =   0.99957052
 DU2203
 DU2203|---------------------------------------------------------------------|
 DU2203| PID    Reference Object                     Distance      Geod. Az  |
 DU2203|                                                           dddmmss.s |
 DU2203| CH5174 FORT RM 1                            12.597 METERS 07020     |
 DU2203| CH5173 FORT AZ MK                                         1884845.1 |
 DU2203| CH5175 FORT RM 3                            22.315 METERS 30423     |
 DU2203|---------------------------------------------------------------------|
 DU2203
 DU2203                          SUPERSEDED SURVEY CONTROL
 DU2203
 DU2203  NAD 83(1986)-  33 39 55.29055(N)    111 42 21.97046(W) AD(       ) 1
 DU2203  NAD 27      -  33 39 55.14100(N)    111 42 19.46600(W) AD(       ) 1
 DU2203  NGVD 29 (07/19/86)  553.1    (m)         1815.     (f) VERT ANG       
 DU2203
 DU2203.Superseded values are not recommended for survey control.
 DU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2203.See file dsdata.txt to determine how the superseded data were derived.
 DU2203
 DU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3453825276(NAD 83)
 DU2203_MARKER: DD = SURVEY DISK
 DU2203_SETTING: 66 = SET IN ROCK OUTCROP
 DU2203_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU2203
 DU2203  HISTORY     - Date     Condition        Report By
 DU2203  HISTORY     - 1935     MONUMENTED       USGS
 DU2203  HISTORY     - 1946     GOOD             CGS
 DU2203  HISTORY     - 1967     GOOD             AMS
 DU2203
 DU2203                          STATION DESCRIPTION
 DU2203
 DU2203'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 DU2203'ABOUT 3 MILES, AIR LINE, NORTHWEST OF FORT MC DOWELL, ABOUT 3
 DU2203'MILES WEST OF THE VERDE RIVER ON THE SOUTH END OF THE MOST
 DU2203'SOUTHERN RIDGE OF THE LOUSELY MOUNTAINS.  MARKED BY A STANDARD
 DU2203'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN BEDROCK.  REFERENCE
 DU2203'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 12.615
 DU2203'METERS (41.39 FEET) FROM STATION N 70 DEG 20 MIN E.
 DU2203'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2203'IS 12.86 METERS (42.2 FEET) FROM STATION N 12 DEG 57 MIN W.
 DU2203'NO AZIMUTH MARK ESTABLISHED.  OTHER STATIONS VISIBLE
 DU2203'FROM THE GROUND.
 DU2203
 DU2203                          STATION RECOVERY (1946)
 DU2203
 DU2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2203'STATION AND ONE REFERENCE MARK FOUND AND RECOVERED IN GOOD
 DU2203'CONDITION AS DESCRIBED.
 DU2203'
 DU2203'TO REACH FROM THE VALLEY NATIONAL BANK IN MESA GO WEST ON U.S. 60,
 DU2203'70, AND 89 FOR 0.3 MILE TO MESA BOULEVARD.  HERE TURN RIGHT, OR
 DU2203'NORTH AND GO 3.8 MILES TO A GRADED GRAVEL ROAD RIGHT JUST AFTER
 DU2203'A LONG LEFT TURN IN THE PAVED ROAD.  TURN RIGHT AND GO NORTH ON
 DU2203'THE GRADED ROAD FOR 2.1 MILES TO A CROSS ROAD.  HERE TURN RIGHT
 DU2203'OR EAST AND GO 1.4 MILES.  THEN LEFT, NORTH FOR 0.5 MILE.  THEN
 DU2203'RIGHT, EAST FOR 0.6 MILE TO DAM IN CANAL.  CONTINUE EAST ON
 DU2203'MAIN TRAVELED ROAD FOR 3.7 MILES.  CROSS CANAL AND CONTINUE
 DU2203'NORTHERLY ON THE MAIN TRAVELED ROAD FOR 8.8 MILES TO A FORK IN
 DU2203'WASH.  KEEP RIGHT ON MAIN TRAVELED ROAD FOR 1.8 MILES TO CROSS
 DU2203'ROADS.  (FORT MC DOWELL INDIAN AGENCY IS ON THE LEFT) THEN
 DU2203'CONTINUE NORTH FOR 0.1 MILE AND THENCE LEFT FOR 50 YARDS TO A
 DU2203'FORK.  KEEPING RIGHT FORK GO 0.9 MILE (KEEP MAIN TRAVELED ROAD
 DU2203'OR STRAIGHT AHEAD FOR INTERVENING FORKS) TO A FORK.  HERE
 DU2203'LEAVE MAIN TRAVELED ROAD AND TAKE LEFT FORK WESTERLY ON TRACK
 DU2203'ROAD FOR 1.0 MILE TO GATE.  PASS THROUGH AND GO 0.65 MILE TO
 DU2203'BOTTOM OF SMALL HILL.  (AZIMUTH IS 0.1 MILE BEYOND THIS
 DU2203'POINT) HERE LEAVE THE ROAD AND GO NORTHERLY ACROSS SMALL WASHES
 DU2203'WHERE CONVENIENT FOR 0.2 MILE TO DIM TRACKS LEADING NORTHWEST.
 DU2203'FOLLOW DIM TRACKS FOR 0.2 MILE AND THEN BEAR RIGHT ACROSS
 DU2203'COUNTRY AGAIN TO BASE OF LOW RIDGE AND END OF TRUCK TRAVEL.
 DU2203'FROM HERE PACK UP TO TOP OF RIDGE AND STATION SITE.  A PACK OF
 DU2203'ABOUT 5 MINUTES.
 DU2203'
 DU2203'THE STATION IS A STANDARD GEOLOGICAL SURVEY BENCH MARK STAMPED--1812
 DU2203'(ELEVATION) AND IS SET IN THE TOP OF OUTCROPPING BOULDER THAT
 DU2203'PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE.  IT IS LOCATED
 DU2203'APPROXIMATELY 17 FEET SOUTHWEST OF THE HIGHEST POINT.
 DU2203'
 DU2203'R.M. 1 IS A STANDARD REFERENCE DISK STAMPED--FORT NO. 1 1935 AND
 DU2203'IS SET IN OUTCROPPING BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE
 DU2203'THE GROUND AND IS ABOUT 3 FEET LOWER THAN STATION.
 DU2203'
 DU2203'R.M. 3 (NEWLY ESTABLISHED) IS A STANDARD REFERENCE DISK
 DU2203'STAMPED--FORT BM USGS NO 3 1946 AND IS SET IN OUTCROPPING BOULDER
 DU2203'THAT PROJECTS ABOUT 10 INCHES AND IS ABOUT 2-1/2 FEET LOWER THAN
 DU2203'STATION.
 DU2203'
 DU2203'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED--FORT BM
 DU2203'USGS 1946 AND IS SET IN OUTCROPPING BOULDER THAT PROJECTS ABOUT
 DU2203'4 INCHES ABOVE THE GROUND AND IS LOCATED 14-1/2 FEET
 DU2203'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD AND 5 FEET WEST-NORTHWEST
 DU2203'OF A 3 FOOT ROCK CAIRN AND IS APPROXIMATELY 1/2 MILE SOUTH OF
 DU2203'STATION.
 DU2203'
 DU2203'R.M. 2 APPARENTLY HAS BEEN REMOVED.  NO TRACE WAS FOUND.
 DU2203'
 DU2203'DISTANCE ON R.M. 1 WAS CHECKED AND IS BELIEVED TO BE MORE NEARLY
 DU2203'CORRECT THAN PUBLISHED DISTANCE.
 DU2203
 DU2203                          STATION RECOVERY (1967)
 DU2203
 DU2203'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2203'ALL MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0358 ***********************************************************************
 DA0358  DESIGNATION -  1813.86
 DA0358  PID         -  DA0358
 DA0358  STATE/COUNTY-  AZ/PIMA
 DA0358  USGS QUAD   -  ARMENTA WELL (1990)
 DA0358
 DA0358                         *CURRENT SURVEY CONTROL
 DA0358  ___________________________________________________________________
 DA0358* NAD 83(1986)-  32 08 00.     (N)    112 46 03.     (W)     SCALED    
 DA0358* NAVD 88     -       553.13   (+/-2cm)    1814.7    (feet)  VERTCON   
 DA0358  ___________________________________________________________________
 DA0358  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DA0358
 DA0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0358
 DA0358.The horizontal coordinates were scaled from a topographic map and have
 DA0358.an estimated accuracy of +/- 6 seconds.
 DA0358
 DA0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0358.The vertical order pertains to the NGVD 29 superseded value.
 DA0358
 DA0358.The geoid height was determined by GEOID03.
 DA0358
 DA0358;                    North         East    Units  Estimated Accuracy
 DA0358;SPC AZ C     -   125,970.      133,090.      MT  (+/- 180 meters Scaled)
 DA0358
 DA0358                          SUPERSEDED SURVEY CONTROL
 DA0358
 DA0358  NGVD 29 (??/??/92)  552.391  (m)         1812.30   (f) ADJ UNCH    1 2
 DA0358
 DA0358.Superseded values are not recommended for survey control.
 DA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0358.See file dsdata.txt to determine how the superseded data were derived.
 DA0358
 DA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA332565(NAD 83)
 DA0358_MARKER: DD = SURVEY DISK
 DA0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0358_STAMPING: 1813.86 1A 955+00.00
 DA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0358+STABILITY: SURFACE MOTION
 DA0358
 DA0358  HISTORY     - Date     Condition        Report By
 DA0358  HISTORY     - UNK      MONUMENTED       USDA
 DA0358  HISTORY     - 1953     GOOD             NGS
 DA0358  HISTORY     - 1981     GOOD             NGS
 DA0358
 DA0358                          STATION DESCRIPTION
 DA0358
 DA0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0358'20.55 MI SE FROM AJO.
 DA0358'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0358'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0358'HIGHWAY 86, THENCE 9.65 MILES SOUTH ALONG THE SONOYTA-AJO RAILROAD,
 DA0358'0.1 MILE SOUTH OF A DIP IN THE HIGHWAY, 49 1/2 FEET WEST OF THE CENTER
 DA0358'LINE OF THE HIGHWAY, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 DA0358'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0358'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0358
 DA0358                          STATION RECOVERY (1981)
 DA0358
 DA0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0075 ***********************************************************************
 EU0075  DESIGNATION -  1816.65
 EU0075  PID         -  EU0075
 EU0075  STATE/COUNTY-  AZ/MOHAVE
 EU0075  USGS QUAD   -  YUCCA (1970)
 EU0075
 EU0075                         *CURRENT SURVEY CONTROL
 EU0075  ___________________________________________________________________
 EU0075* NAD 83(1986)-  34 51 47.     (N)    114 08 50.     (W)     SCALED    
 EU0075* NAVD 88     -       554.397  (meters)    1818.88   (feet)  ADJUSTED  
 EU0075  ___________________________________________________________________
 EU0075  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0075  DYNAMIC HT  -         553.778 (meters)    1816.85  (feet)  COMP
 EU0075  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 EU0075
 EU0075  VERT ORDER  -  FIRST     CLASS II
 EU0075
 EU0075.The horizontal coordinates were scaled from a topographic map and have
 EU0075.an estimated accuracy of +/- 6 seconds.
 EU0075
 EU0075.The orthometric height was determined by differential leveling
 EU0075.and adjusted by the National Geodetic Survey in June 1991..
 EU0075
 EU0075.The geoid height was determined by GEOID03.
 EU0075
 EU0075.The dynamic height is computed by dividing the NAVD 88
 EU0075.geopotential number by the normal gravity value computed on the
 EU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0075.degrees latitude (g = 980.6199 gals.).
 EU0075
 EU0075.The modeled gravity was interpolated from observed gravity values.
 EU0075
 EU0075;                    North         East    Units  Estimated Accuracy
 EU0075;SPC AZ W     -   428,470.      177,040.      MT  (+/- 180 meters Scaled)
 EU0075
 EU0075                          SUPERSEDED SURVEY CONTROL
 EU0075
 EU0075  NGVD 29 (??/??/??)  553.674  (m)         1816.51   (f) ADJUSTED    1 2
 EU0075
 EU0075.Superseded values are not recommended for survey control.
 EU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0075.See file dsdata.txt to determine how the superseded data were derived.
 EU0075
 EU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU607615(NAD 83)
 EU0075_MARKER: DD = SURVEY DISK
 EU0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0075_STAMPING: 1816.65 1321X61 1951
 EU0075_MARK LOGO: AZHD  
 EU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0075+STABILITY: SURFACE MOTION
 EU0075
 EU0075  HISTORY     - Date     Condition        Report By
 EU0075  HISTORY     - 1951     MONUMENTED       AZHD
 EU0075  HISTORY     - 1961     GOOD             NGS
 EU0075  HISTORY     - 1981     GOOD             NGS
 EU0075  HISTORY     - 1981     GOOD             NGS
 EU0075
 EU0075                          STATION DESCRIPTION
 EU0075
 EU0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0075'1 MI S FROM YUCCA.
 EU0075'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0075'YUCCA, THENCE 0.7 MILES SOUTH ALONG U.S. HIGHWAY 66, NEAR MILE
 EU0075'POST 25, SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL
 EU0075'OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET EAST OF
 EU0075'THE CENTER LINE OF U.S. HIGHWAY 66, 48 YARDS NORTHEAST OF MILE
 EU0075'POST 25 AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0075
 EU0075                          STATION RECOVERY (1981)
 EU0075
 EU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0075'0.2 KM (0.1 MI) SOUTHEAST ALONG THE SOUTH-BOUND LANES OF INTERSTATE
 EU0075'HIGHWAY 40 FROM THE JUNCTION OF ALAMO ROAD IN YUCCA, 0.2 KM (0.1 MI)
 EU0075'NORTH OF HIGHWAY MILEPOST 25, SET IN TOP OF THE EAST HEADWALL OF A
 EU0075'20-FOOT CONCRETE BOX CULVERT WITH TWO OPENINGS UNDER THE HIGHWAY, 6.1
 EU0075'METERS (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTH-BOUND LANES.
 EU0075'THE MARK IS ABOVE LEVEL WITH THE SOUTH-BOUND LANES.
 EU0075
 EU0075                          STATION RECOVERY (1981)
 EU0075
 EU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0116 ***********************************************************************
 DA0116  DESIGNATION -  1817.63
 DA0116  PID         -  DA0116
 DA0116  STATE/COUNTY-  AZ/MARICOPA
 DA0116  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0116
 DA0116                         *CURRENT SURVEY CONTROL
 DA0116  ___________________________________________________________________
 DA0116* NAD 83(1986)-  32 51 00.     (N)    112 20 35.     (W)     SCALED    
 DA0116* NAVD 88     -       554.66   (+/-2cm)    1819.7    (feet)  VERTCON   
 DA0116  ___________________________________________________________________
 DA0116  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0116
 DA0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0116
 DA0116.The horizontal coordinates were scaled from a topographic map and have
 DA0116.an estimated accuracy of +/- 6 seconds.
 DA0116
 DA0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0116.The vertical order pertains to the NGVD 29 superseded value.
 DA0116
 DA0116.The geoid height was determined by GEOID03.
 DA0116
 DA0116;                    North         East    Units  Estimated Accuracy
 DA0116;SPC AZ C     -   205,200.      173,450.      MT  (+/- 180 meters Scaled)
 DA0116
 DA0116                          SUPERSEDED SURVEY CONTROL
 DA0116
 DA0116  NGVD 29 (??/??/92)  553.997  (m)         1817.57   (f) ADJ UNCH    2 0
 DA0116
 DA0116.Superseded values are not recommended for survey control.
 DA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0116.See file dsdata.txt to determine how the superseded data were derived.
 DA0116
 DA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB743354(NAD 83)
 DA0116_MARKER: DD = SURVEY DISK
 DA0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0116_SP_SET: HEADWALL
 DA0116_STAMPING: 1817.63 1186+22 1959
 DA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0116
 DA0116  HISTORY     - Date     Condition        Report By
 DA0116  HISTORY     - 1959     MONUMENTED       AZHD
 DA0116  HISTORY     - 1960     GOOD             NGS
 DA0116
 DA0116                          STATION DESCRIPTION
 DA0116
 DA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0116'22.4 MI W FROM STANFIELD.
 DA0116'22.4 MILES WEST OF STANFIELD, 0.1 MILE WEST OF MILEPOST 143, 33 FEET
 DA0116'NORTH OF CENTER LINE OF HIGHWAY, IN CENTER OF NORTH HEADWALL, ABOUT 1
 DA0116'FOOT LOWER THAN HIGHWAY.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0511 ***********************************************************************
 GQ0511  DESIGNATION -  182 DOR
 GQ0511  PID         -  GQ0511
 GQ0511  STATE/COUNTY-  AZ/MOHAVE
 GQ0511  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0511
 GQ0511                         *CURRENT SURVEY CONTROL
 GQ0511  ___________________________________________________________________
 GQ0511* NAD 83(1986)-  36 16 33.     (N)    113 47 04.     (W)     SCALED    
 GQ0511* NAVD 88     -      1396.092  (meters)    4580.35   (feet)  POSTED    
 GQ0511  ___________________________________________________________________
 GQ0511  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GQ0511  DYNAMIC HT  -        1394.490 (meters)    4575.09  (feet)  COMP
 GQ0511  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 GQ0511
 GQ0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0511
 GQ0511.The horizontal coordinates were scaled from a topographic map and have
 GQ0511.an estimated accuracy of +/- 6 seconds.
 GQ0511
 GQ0511.The orthometric height was determined by differential leveling
 GQ0511.and adjusted by the National Geodetic Survey in 1992..
 GQ0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0511.rate of 0.0 thru 1.0 mm/km.
 GQ0511
 GQ0511.The geoid height was determined by GEOID03.
 GQ0511
 GQ0511.The dynamic height is computed by dividing the NAVD 88
 GQ0511.geopotential number by the normal gravity value computed on the
 GQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0511.degrees latitude (g = 980.6199 gals.).
 GQ0511
 GQ0511.The modeled gravity was interpolated from observed gravity values.
 GQ0511
 GQ0511;                    North         East    Units  Estimated Accuracy
 GQ0511;SPC AZ W     -   585,140.      210,270.      MT  (+/- 180 meters Scaled)
 GQ0511
 GQ0511                          SUPERSEDED SURVEY CONTROL
 GQ0511
 GQ0511.No superseded survey control is available for this station.
 GQ0511
 GQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF498181(NAD 83)
 GQ0511_MARKER: DB = BENCH MARK DISK
 GQ0511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0511_SP_SET: COPPER-CLAD STEEL ROD
 GQ0511_STAMPING: 182 DOR 1970 4578
 GQ0511_MARK LOGO: USGS  
 GQ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0511
 GQ0511  HISTORY     - Date     Condition        Report By
 GQ0511  HISTORY     - 1970     MONUMENTED       USGS
 GQ0511
 GQ0511                          STATION DESCRIPTION
 GQ0511
 GQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0511'138.2 KM (85.90 MI) SSW FROM ST GEORGE UT.
 GQ0511'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0511'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0511'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0511'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0511'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0511'THENCE 3.3 MILES SOUTH AND SOUTHWEST TO THE TOP OF A SLIGHT RISE, 125
 GQ0511'FEET SOUTHWEST OF THE JUNCTION OF A SMALL BLADED Y-ROAD LEADING EAST,
 GQ0511'35 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0511'THE MARK IS 3 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0353 ***********************************************************************
 DA0353  DESIGNATION -  1821.38
 DA0353  PID         -  DA0353
 DA0353  STATE/COUNTY-  AZ/PIMA
 DA0353  USGS QUAD   -  ARMENTA WELL (1990)
 DA0353
 DA0353                         *CURRENT SURVEY CONTROL
 DA0353  ___________________________________________________________________
 DA0353* NAD 83(1986)-  32 10 13.     (N)    112 45 45.     (W)     SCALED    
 DA0353* NAVD 88     -       555.59   (+/-2cm)    1822.8    (feet)  VERTCON   
 DA0353  ___________________________________________________________________
 DA0353  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0353
 DA0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0353
 DA0353.The horizontal coordinates were scaled from a topographic map and have
 DA0353.an estimated accuracy of +/- 6 seconds.
 DA0353
 DA0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0353.The vertical order pertains to the NGVD 29 superseded value.
 DA0353
 DA0353.The geoid height was determined by GEOID03.
 DA0353
 DA0353;                    North         East    Units  Estimated Accuracy
 DA0353;SPC AZ C     -   130,060.      133,590.      MT  (+/- 180 meters Scaled)
 DA0353
 DA0353                          SUPERSEDED SURVEY CONTROL
 DA0353
 DA0353  NGVD 29 (??/??/92)  554.862  (m)         1820.41   (f) ADJ UNCH    1 2
 DA0353
 DA0353.Superseded values are not recommended for survey control.
 DA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0353.See file dsdata.txt to determine how the superseded data were derived.
 DA0353
 DA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA338606(NAD 83)
 DA0353_MARKER: DD = SURVEY DISK
 DA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0353_STAMPING: 1821.38 1A 1092+00.00
 DA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0353+STABILITY: SURFACE MOTION
 DA0353
 DA0353  HISTORY     - Date     Condition        Report By
 DA0353  HISTORY     - UNK      MONUMENTED       USDA
 DA0353  HISTORY     - 1953     GOOD             NGS
 DA0353  HISTORY     - 1981     GOOD             NGS
 DA0353
 DA0353                          STATION DESCRIPTION
 DA0353
 DA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0353'17.9 MI SE FROM AJO.
 DA0353'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0353'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0353'HIGHWAY 86, THENCE 7.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 101
 DA0353'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTH OF A
 DA0353'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0353'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0353
 DA0353                          STATION RECOVERY (1981)
 DA0353
 DA0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0489 ***********************************************************************
 DU0489  DESIGNATION -  1822.35
 DU0489  PID         -  DU0489
 DU0489  STATE/COUNTY-  AZ/PINAL
 DU0489  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0489
 DU0489                         *CURRENT SURVEY CONTROL
 DU0489  ___________________________________________________________________
 DU0489* NAD 83(1986)-  33 18 43.     (N)    111 24 45.     (W)     SCALED    
 DU0489* NAVD 88     -       556.13   (+/-2cm)    1824.6    (feet)  VERTCON   
 DU0489  ___________________________________________________________________
 DU0489  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0489
 DU0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0489
 DU0489.The horizontal coordinates were scaled from a topographic map and have
 DU0489.an estimated accuracy of +/- 6 seconds.
 DU0489
 DU0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0489.The vertical order pertains to the NGVD 29 superseded value.
 DU0489
 DU0489.The geoid height was determined by GEOID03.
 DU0489
 DU0489;                    North         East    Units  Estimated Accuracy
 DU0489;SPC AZ C     -   256,460.      260,310.      MT  (+/- 180 meters Scaled)
 DU0489
 DU0489                          SUPERSEDED SURVEY CONTROL
 DU0489
 DU0489  NGVD 29 (??/??/92)  555.591  (m)         1822.80   (f) ADJ UNCH    2 0
 DU0489
 DU0489.Superseded values are not recommended for survey control.
 DU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0489.See file dsdata.txt to determine how the superseded data were derived.
 DU0489
 DU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB616859(NAD 83)
 DU0489_MARKER: DD = SURVEY DISK
 DU0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0489_SP_SET: CULVERT
 DU0489_STAMPING: 1822.35 737+10
 DU0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0489
 DU0489  HISTORY     - Date     Condition        Report By
 DU0489  HISTORY     - UNK      MONUMENTED       AZHD
 DU0489  HISTORY     - 1935     GOOD             NGS
 DU0489  HISTORY     - 1967     GOOD             NGS
 DU0489
 DU0489                          STATION DESCRIPTION
 DU0489
 DU0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0489'8.1 MI NW FROM FLORENCE JUNCTION.
 DU0489'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, AT A
 DU0489'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTH
 DU0489'CONCRETE HEADWALL, AND 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU0489'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1822.35
 DU0489'737+10.
 DU0489
 DU0489                          STATION RECOVERY (1967)
 DU0489
 DU0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0354 ***********************************************************************
 DA0354  DESIGNATION -  1825.28
 DA0354  PID         -  DA0354
 DA0354  STATE/COUNTY-  AZ/PIMA
 DA0354  USGS QUAD   -  ARMENTA WELL (1990)
 DA0354
 DA0354                         *CURRENT SURVEY CONTROL
 DA0354  ___________________________________________________________________
 DA0354* NAD 83(1986)-  32 10 13.     (N)    112 45 45.     (W)     SCALED    
 DA0354* NAVD 88     -       556.61   (+/-2cm)    1826.1    (feet)  VERTCON   
 DA0354  ___________________________________________________________________
 DA0354  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0354
 DA0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0354
 DA0354.The horizontal coordinates were scaled from a topographic map and have
 DA0354.an estimated accuracy of +/- 6 seconds.
 DA0354
 DA0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0354.The vertical order pertains to the NGVD 29 superseded value.
 DA0354
 DA0354.The geoid height was determined by GEOID03.
 DA0354
 DA0354;                    North         East    Units  Estimated Accuracy
 DA0354;SPC AZ C     -   130,060.      133,590.      MT  (+/- 180 meters Scaled)
 DA0354
 DA0354                          SUPERSEDED SURVEY CONTROL
 DA0354
 DA0354  NGVD 29 (??/??/92)  555.884  (m)         1823.76   (f) ADJ UNCH    1 2
 DA0354
 DA0354.Superseded values are not recommended for survey control.
 DA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0354.See file dsdata.txt to determine how the superseded data were derived.
 DA0354
 DA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA338606(NAD 83)
 DA0354_MARKER: DD = SURVEY DISK
 DA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0354_STAMPING: 1825.28 1A 1092.00.00
 DA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0354+STABILITY: SURFACE MOTION
 DA0354
 DA0354  HISTORY     - Date     Condition        Report By
 DA0354  HISTORY     - UNK      MONUMENTED       USDA
 DA0354  HISTORY     - 1953     GOOD             NGS
 DA0354  HISTORY     - 1981     GOOD             NGS
 DA0354
 DA0354                          STATION DESCRIPTION
 DA0354
 DA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0354'17.9 MI SE FROM AJO.
 DA0354'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0354'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0354'HIGHWAY 86, THENCE 7.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.1
 DA0354'MILE NORTH OF A DIP IN THE HIGHWAY, 99.2 FEET EAST OF THE CENTER LINE
 DA0354'OF THE HIGHWAY, 2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0354'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DA0354'ABOVE THE GROUND.
 DA0354
 DA0354                          STATION RECOVERY (1981)
 DA0354
 DA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0096 ***********************************************************************
 DA0096  DESIGNATION -  1828
 DA0096  PID         -  DA0096
 DA0096  STATE/COUNTY-  AZ/MARICOPA
 DA0096  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0096
 DA0096                         *CURRENT SURVEY CONTROL
 DA0096  ___________________________________________________________________
 DA0096* NAD 83(1986)-  32 50 10.     (N)    112 12 13.     (W)     SCALED    
 DA0096* NAVD 88     -       557.96   (+/-2cm)    1830.6    (feet)  VERTCON   
 DA0096  ___________________________________________________________________
 DA0096  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0096
 DA0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0096
 DA0096.The horizontal coordinates were scaled from a topographic map and have
 DA0096.an estimated accuracy of +/- 6 seconds.
 DA0096
 DA0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0096.The vertical order pertains to the NGVD 29 superseded value.
 DA0096
 DA0096.The geoid height was determined by GEOID03.
 DA0096
 DA0096;                    North         East    Units  Estimated Accuracy
 DA0096;SPC AZ C     -   203,610.      186,500.      MT  (+/- 180 meters Scaled)
 DA0096
 DA0096                          SUPERSEDED SURVEY CONTROL
 DA0096
 DA0096  NGVD 29 (??/??/92)  557.30   (m)         1828.4    (f) COMPUTED    2 0
 DA0096
 DA0096.Superseded values are not recommended for survey control.
 DA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0096.See file dsdata.txt to determine how the superseded data were derived.
 DA0096
 DA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB873337(NAD 83)
 DA0096_MARKER: DD = SURVEY DISK
 DA0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0096_SP_SET: CULVERT
 DA0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0096
 DA0096  HISTORY     - Date     Condition        Report By
 DA0096  HISTORY     - UNK      MONUMENTED       AZHD
 DA0096  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0096
 DA0096                          STATION DESCRIPTION
 DA0096
 DA0096'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) UNK
 DA0096'14.6 MI W FROM STANDFIELD.
 DA0096'IN MARICOPA COUNTY, 14.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE
 DA0096'POST OFFICE AT STANFIELD, PINAL COUNTY, 29 FEET WEST OF THE
 DA0096'MARICOPA-PINAL COUNTY LINE, 12 FEET SOUTH OF THE CENTERLINE OF THE
 DA0096'HIGHWAY, AT AN IRON PIPE CULVERT, AND IN THE TOP OF THE SOUTH CONCRETE
 DA0096'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 DA0096'UNSTAMPED.
 DA0096
 DA0096                          STATION RECOVERY (1963)
 DA0096
 DA0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0157 ***********************************************************************
 DA0157  DESIGNATION -  1829
 DA0157  PID         -  DA0157
 DA0157  STATE/COUNTY-  AZ/MARICOPA
 DA0157  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0157
 DA0157                         *CURRENT SURVEY CONTROL
 DA0157  ___________________________________________________________________
 DA0157* NAD 83(1986)-  32 48 11.     (N)    112 14 33.     (W)     SCALED    
 DA0157* NAVD 88     -       558.07   (+/-2cm)    1830.9    (feet)  VERTCON   
 DA0157  ___________________________________________________________________
 DA0157  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0157
 DA0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0157
 DA0157.The horizontal coordinates were scaled from a topographic map and have
 DA0157.an estimated accuracy of +/- 6 seconds.
 DA0157
 DA0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0157.The vertical order pertains to the NGVD 29 superseded value.
 DA0157
 DA0157.The geoid height was determined by GEOID03.
 DA0157
 DA0157;                    North         East    Units  Estimated Accuracy
 DA0157;SPC AZ C     -   199,960.      182,850.      MT  (+/- 180 meters Scaled)
 DA0157
 DA0157                          SUPERSEDED SURVEY CONTROL
 DA0157
 DA0157  NGVD 29 (??/??/92)  557.412  (m)         1828.78   (f) ADJ UNCH    2 0
 DA0157
 DA0157.Superseded values are not recommended for survey control.
 DA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0157.See file dsdata.txt to determine how the superseded data were derived.
 DA0157
 DA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB836301(NAD 83)
 DA0157_MARKER: B = BOLT
 DA0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0157+STABILITY: SURFACE MOTION
 DA0157
 DA0157  HISTORY     - Date     Condition        Report By
 DA0157  HISTORY     - UNK      MONUMENTED       USGS
 DA0157  HISTORY     - 1968     GOOD             DOD
 DA0157
 DA0157                          STATION DESCRIPTION
 DA0157
 DA0157'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 DA0157'28.2 MI E FROM GILA.
 DA0157'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0157'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 2.8 MILES SOUTH
 DA0157'ALONG A DIM TRACK ROAD.  0.25 MILE SOUTH OF THE J.V. PACE RANCH HOUSE,
 DA0157'AT THE TOP OF A SMALL RISE, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 DA0157'ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  AN IRON BOLT, SET IN THE TOP
 DA0157'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 DA0157
 DA0157                          STATION RECOVERY (1968)
 DA0157
 DA0157'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 DA0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0512 ***********************************************************************
 GQ0512  DESIGNATION -  183 DOR
 GQ0512  PID         -  GQ0512
 GQ0512  STATE/COUNTY-  AZ/MOHAVE
 GQ0512  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0512
 GQ0512                         *CURRENT SURVEY CONTROL
 GQ0512  ___________________________________________________________________
 GQ0512* NAD 83(1986)-  36 16 00.     (N)    113 47 44.     (W)     SCALED    
 GQ0512* NAVD 88     -      1406.456  (meters)    4614.35   (feet)  POSTED    
 GQ0512  ___________________________________________________________________
 GQ0512  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 GQ0512  DYNAMIC HT  -        1404.840 (meters)    4609.05  (feet)  COMP
 GQ0512  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 GQ0512
 GQ0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0512
 GQ0512.The horizontal coordinates were scaled from a topographic map and have
 GQ0512.an estimated accuracy of +/- 6 seconds.
 GQ0512
 GQ0512.The orthometric height was determined by differential leveling
 GQ0512.and adjusted by the National Geodetic Survey in 1992..
 GQ0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0512.rate of 0.0 thru 1.0 mm/km.
 GQ0512
 GQ0512.The geoid height was determined by GEOID03.
 GQ0512
 GQ0512.The dynamic height is computed by dividing the NAVD 88
 GQ0512.geopotential number by the normal gravity value computed on the
 GQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0512.degrees latitude (g = 980.6199 gals.).
 GQ0512
 GQ0512.The modeled gravity was interpolated from observed gravity values.
 GQ0512
 GQ0512;                    North         East    Units  Estimated Accuracy
 GQ0512;SPC AZ W     -   584,120.      209,270.      MT  (+/- 180 meters Scaled)
 GQ0512
 GQ0512                          SUPERSEDED SURVEY CONTROL
 GQ0512
 GQ0512  NGVD 29 (??/??/92) 1405.67   (m)         4611.8    (f) COMPUTED    3 0
 GQ0512
 GQ0512.Superseded values are not recommended for survey control.
 GQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0512.See file dsdata.txt to determine how the superseded data were derived.
 GQ0512
 GQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF488171(NAD 83)
 GQ0512_MARKER: DB = BENCH MARK DISK
 GQ0512_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0512_SP_SET: BEDROCK
 GQ0512_STAMPING: 183 DOR 1970 4612
 GQ0512_MARK LOGO: USGS  
 GQ0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0512+STABILITY: POSITION/ELEVATION WELL
 GQ0512
 GQ0512  HISTORY     - Date     Condition        Report By
 GQ0512  HISTORY     - 1970     MONUMENTED       USGS
 GQ0512
 GQ0512                          STATION DESCRIPTION
 GQ0512
 GQ0512'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0512'139.7 KM (86.80 MI) SSW FROM ST GEORGE UT.
 GQ0512'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0512'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0512'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0512'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0512'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0512'THENCE 4.2 MILES SOUTH AND SOUTHWEST TO THE TOP OF A HILL, 0.1 MILE
 GQ0512'NORTH OF A CABIN, 42 FEET NORTHWEST OF THE ROAD.
 GQ0512'THE MARK IS 3 FT  S FROM  A WITNESS POST
 GQ0512'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0488 ***********************************************************************
 DU0488  DESIGNATION -  1832
 DU0488  PID         -  DU0488
 DU0488  STATE/COUNTY-  AZ/PINAL
 DU0488  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0488
 DU0488                         *CURRENT SURVEY CONTROL
 DU0488  ___________________________________________________________________
 DU0488* NAD 83(1986)-  33 18 30.     (N)    111 24 31.     (W)     SCALED    
 DU0488* NAVD 88     -       558.84   (+/-2cm)    1833.5    (feet)  VERTCON   
 DU0488  ___________________________________________________________________
 DU0488  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0488
 DU0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0488
 DU0488.The horizontal coordinates were scaled from a topographic map and have
 DU0488.an estimated accuracy of +/- 6 seconds.
 DU0488
 DU0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0488.The vertical order pertains to the NGVD 29 superseded value.
 DU0488
 DU0488.The geoid height was determined by GEOID03.
 DU0488
 DU0488;                    North         East    Units  Estimated Accuracy
 DU0488;SPC AZ C     -   256,060.      260,670.      MT  (+/- 180 meters Scaled)
 DU0488
 DU0488                          SUPERSEDED SURVEY CONTROL
 DU0488
 DU0488  NGVD 29 (??/??/92)  558.305  (m)         1831.71   (f) ADJ UNCH    2 0
 DU0488
 DU0488.Superseded values are not recommended for survey control.
 DU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0488.See file dsdata.txt to determine how the superseded data were derived.
 DU0488
 DU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB619855(NAD 83)
 DU0488_MARKER: P = PIPE CAP
 DU0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0488_STAMPING: 1832 PHNX
 DU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0488
 DU0488  HISTORY     - Date     Condition        Report By
 DU0488  HISTORY     - UNK      MONUMENTED       USGS
 DU0488  HISTORY     - 1935     GOOD             NGS
 DU0488
 DU0488                          STATION DESCRIPTION
 DU0488
 DU0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0488'7.7 MI NW FROM FLORENCE JCT.
 DU0488'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.1
 DU0488'MILE WEST OF THE POINT WHERE A LINE OF TELEPHONE POLES CROSSES THE
 DU0488'HIGHWAY, 180 FEET SOUTHEAST OF A CONCRETE-BOX CULVERT (THE CULVERT IS
 DU0488'AT HIGHWAY STATION 754+15), AND 150 FEET SOUTH OF THE CENTERLINE OF
 DU0488'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DU0488'1832 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0113 ***********************************************************************
 DA0113  DESIGNATION -  1835.81
 DA0113  PID         -  DA0113
 DA0113  STATE/COUNTY-  AZ/MARICOPA
 DA0113  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0113
 DA0113                         *CURRENT SURVEY CONTROL
 DA0113  ___________________________________________________________________
 DA0113* NAD 83(1986)-  32 50 57.     (N)    112 19 09.     (W)     SCALED    
 DA0113* NAVD 88     -       560.52   (+/-2cm)    1839.0    (feet)  VERTCON   
 DA0113  ___________________________________________________________________
 DA0113  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0113
 DA0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0113
 DA0113.The horizontal coordinates were scaled from a topographic map and have
 DA0113.an estimated accuracy of +/- 6 seconds.
 DA0113
 DA0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0113.The vertical order pertains to the NGVD 29 superseded value.
 DA0113
 DA0113.The geoid height was determined by GEOID03.
 DA0113
 DA0113;                    North         East    Units  Estimated Accuracy
 DA0113;SPC AZ C     -   205,100.      175,690.      MT  (+/- 180 meters Scaled)
 DA0113
 DA0113                          SUPERSEDED SURVEY CONTROL
 DA0113
 DA0113  NGVD 29 (??/??/92)  559.862  (m)         1836.81   (f) ADJ UNCH    2 0
 DA0113
 DA0113.Superseded values are not recommended for survey control.
 DA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0113.See file dsdata.txt to determine how the superseded data were derived.
 DA0113
 DA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB765353(NAD 83)
 DA0113_MARKER: DD = SURVEY DISK
 DA0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0113_SP_SET: BRIDGE
 DA0113_STAMPING: 1835.81 1260+25 1959
 DA0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0113
 DA0113  HISTORY     - Date     Condition        Report By
 DA0113  HISTORY     - 1959     MONUMENTED       AZHD
 DA0113  HISTORY     - 1960     GOOD             NGS
 DA0113
 DA0113                          STATION DESCRIPTION
 DA0113
 DA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0113'21.0 MI W FROM STANFIELD.
 DA0113'21.0 MILES WEST OF STANFIELD ON STATE HIGHWAY 84, 25 FEET NORTH OF
 DA0113'CENTER LINE OF HIGHWAY IN CENTER OF NORTH HEADWALL OF BRIDGE OVER
 DA0113'FREEMAN ROAD IN DRILL HOLE, 1 FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0445 ***********************************************************************
 DA0445  DESIGNATION -  1837.7
 DA0445  PID         -  DA0445
 DA0445  STATE/COUNTY-  AZ/PIMA
 DA0445  USGS QUAD   -  GUNSIGHT (1990)
 DA0445
 DA0445                         *CURRENT SURVEY CONTROL
 DA0445  ___________________________________________________________________
 DA0445* NAD 83(1986)-  32 14 38.     (N)    112 43 38.     (W)     SCALED    
 DA0445* NAVD 88     -       560.78   (+/-2cm)    1839.8    (feet)  VERTCON   
 DA0445  ___________________________________________________________________
 DA0445  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0445
 DA0445  VERT ORDER  -  ? (See Below)
 DA0445
 DA0445.The horizontal coordinates were scaled from a topographic map and have
 DA0445.an estimated accuracy of +/- 6 seconds.
 DA0445
 DA0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0445.The vertical order pertains to the NGVD 29 superseded value.
 DA0445
 DA0445.The geoid height was determined by GEOID03.
 DA0445
 DA0445;                    North         East    Units  Estimated Accuracy
 DA0445;SPC AZ C     -   138,200.      136,980.      MT  (+/- 180 meters Scaled)
 DA0445
 DA0445                          SUPERSEDED SURVEY CONTROL
 DA0445
 DA0445  NGVD 29 (??/??/92)  560.055  (m)         1837.45   (f) ADJ UNCH    ?  
 DA0445
 DA0445.Superseded values are not recommended for survey control.
 DA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0445.See file dsdata.txt to determine how the superseded data were derived.
 DA0445
 DA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA372687(NAD 83)
 DA0445_MARKER: P = PIPE CAP
 DA0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0445_STAMPING: S 1 S 6 S 31 S 36 T 13S T 14S R4 W PR
 DA0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0445
 DA0445  HISTORY     - Date     Condition        Report By
 DA0445  HISTORY     - UNK      MONUMENTED       USGLO
 DA0445  HISTORY     - 1962     MARK NOT FOUND   NGS
 DA0445
 DA0445                          STATION DESCRIPTION
 DA0445
 DA0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0445'12.8 MI SE FROM AJO.
 DA0445'12.8 MILES SOUTHEAST OF AJO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 DA0445'REACHED FROM TUCSON, CORNELIA AND GILA BEND RAILROAD STATION BY GOING
 DA0445'0.2 MILE SOUTHEAST ALONG THE TRACK, THENCE 12.6 MILES SOUTHEAST ALONG
 DA0445'STATE HIGHWAY 86, AT THE WESTERN BOUNDARY OF THE PAPAGO INDIAN
 DA0445'RESERVATION 82 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 DA0445'FENCE LINE.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED
 DA0445'S 1 S 6 S 31 S 36 T 13S T 14S R4 W PR AND RIVETED ON THE TOP OF A
 DA0445'3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0513 ***********************************************************************
 GQ0513  DESIGNATION -  184 DOR
 GQ0513  PID         -  GQ0513
 GQ0513  STATE/COUNTY-  AZ/MOHAVE
 GQ0513  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0513
 GQ0513                         *CURRENT SURVEY CONTROL
 GQ0513  ___________________________________________________________________
 GQ0513* NAD 83(1986)-  36 16 33.     (N)    113 48 25.     (W)     SCALED    
 GQ0513* NAVD 88     -      1260.062  (meters)    4134.05   (feet)  POSTED    
 GQ0513  ___________________________________________________________________
 GQ0513  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 GQ0513  DYNAMIC HT  -        1258.630 (meters)    4129.36  (feet)  COMP
 GQ0513  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 GQ0513
 GQ0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0513
 GQ0513.The horizontal coordinates were scaled from a topographic map and have
 GQ0513.an estimated accuracy of +/- 6 seconds.
 GQ0513
 GQ0513.The orthometric height was determined by differential leveling
 GQ0513.and adjusted by the National Geodetic Survey in 1992..
 GQ0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0513.rate of 0.0 thru 1.0 mm/km.
 GQ0513
 GQ0513.The geoid height was determined by GEOID03.
 GQ0513
 GQ0513.The dynamic height is computed by dividing the NAVD 88
 GQ0513.geopotential number by the normal gravity value computed on the
 GQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0513.degrees latitude (g = 980.6199 gals.).
 GQ0513
 GQ0513.The modeled gravity was interpolated from observed gravity values.
 GQ0513
 GQ0513;                    North         East    Units  Estimated Accuracy
 GQ0513;SPC AZ W     -   585,140.      208,240.      MT  (+/- 180 meters Scaled)
 GQ0513
 GQ0513                          SUPERSEDED SURVEY CONTROL
 GQ0513
 GQ0513  NGVD 29 (??/??/92) 1259.28   (m)         4131.5    (f) COMPUTED    3 0
 GQ0513
 GQ0513.Superseded values are not recommended for survey control.
 GQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0513.See file dsdata.txt to determine how the superseded data were derived.
 GQ0513
 GQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF478181(NAD 83)
 GQ0513_MARKER: DB = BENCH MARK DISK
 GQ0513_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0513_SP_SET: ROCK OUTCROP
 GQ0513_STAMPING: 184 DOR 1970 4131
 GQ0513_MARK LOGO: USGS  
 GQ0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0513+STABILITY: POSITION/ELEVATION WELL
 GQ0513
 GQ0513  HISTORY     - Date     Condition        Report By
 GQ0513  HISTORY     - 1970     MONUMENTED       USGS
 GQ0513
 GQ0513                          STATION DESCRIPTION
 GQ0513
 GQ0513'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0513'140.0 KM (87.00 MI) SSW FROM ST GEORGE UT.
 GQ0513'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0513'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0513'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0513'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0513'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0513'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0513'MESQUITE, THENCE 1.1 MILES WEST, 0.5 MILES WEST OF THE SAVANIC MINE
 GQ0513'SHAFTS, 32 FEET NORTH OF THE ROAD.
 GQ0513'THE MARK IS 4 FT  N FROM  A WITNESS POST
 GQ0513'THE MARK IS 8 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0486 ***********************************************************************
 DU0486  DESIGNATION -  1840.73
 DU0486  PID         -  DU0486
 DU0486  STATE/COUNTY-  AZ/PINAL
 DU0486  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0486
 DU0486                         *CURRENT SURVEY CONTROL
 DU0486  ___________________________________________________________________
 DU0486* NAD 83(1986)-  33 17 54.     (N)    111 23 43.     (W)     SCALED    
 DU0486* NAVD 88     -       561.70   (+/-2cm)    1842.8    (feet)  VERTCON   
 DU0486  ___________________________________________________________________
 DU0486  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0486
 DU0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0486
 DU0486.The horizontal coordinates were scaled from a topographic map and have
 DU0486.an estimated accuracy of +/- 6 seconds.
 DU0486
 DU0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0486.The vertical order pertains to the NGVD 29 superseded value.
 DU0486
 DU0486.The geoid height was determined by GEOID03.
 DU0486
 DU0486;                    North         East    Units  Estimated Accuracy
 DU0486;SPC AZ C     -   254,960.      261,920.      MT  (+/- 180 meters Scaled)
 DU0486
 DU0486                          SUPERSEDED SURVEY CONTROL
 DU0486
 DU0486  NGVD 29 (??/??/92)  561.163  (m)         1841.08   (f) ADJ UNCH    2 0
 DU0486
 DU0486.Superseded values are not recommended for survey control.
 DU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0486.See file dsdata.txt to determine how the superseded data were derived.
 DU0486
 DU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB631844(NAD 83)
 DU0486_MARKER: DD = SURVEY DISK
 DU0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0486_SP_SET: BRIDGE
 DU0486_STAMPING: 1840.73 STA 817+70.5 1930
 DU0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0486
 DU0486  HISTORY     - Date     Condition        Report By
 DU0486  HISTORY     - 1930     MONUMENTED       AZHD
 DU0486  HISTORY     - 1935     GOOD             NGS
 DU0486
 DU0486                          STATION DESCRIPTION
 DU0486
 DU0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0486'6.6 MI NW FROM FLORENCE JUNCTION.
 DU0486'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.3
 DU0486'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, AT A CONCRETE BRIDGE, IN THE
 DU0486'TOP OF THE WEST END POST OF THE SOUTH GUARDRAIL, AND AT THE ANGLE
 DU0486'POINT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0486'1840.73 STA 817+70.5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0089 ***********************************************************************
 DA0089  DESIGNATION -  1847.13
 DA0089  PID         -  DA0089
 DA0089  STATE/COUNTY-  AZ/PINAL
 DA0089  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0089
 DA0089                         *CURRENT SURVEY CONTROL
 DA0089  ___________________________________________________________________
 DA0089* NAD 83(1986)-  32 50 05.     (N)    112 08 13.     (W)     SCALED    
 DA0089* NAVD 88     -       563.74   (+/-2cm)    1849.5    (feet)  VERTCON   
 DA0089  ___________________________________________________________________
 DA0089  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DA0089
 DA0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0089
 DA0089.The horizontal coordinates were scaled from a topographic map and have
 DA0089.an estimated accuracy of +/- 6 seconds.
 DA0089
 DA0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0089.The vertical order pertains to the NGVD 29 superseded value.
 DA0089
 DA0089.The geoid height was determined by GEOID03.
 DA0089
 DA0089;                    North         East    Units  Estimated Accuracy
 DA0089;SPC AZ C     -   203,450.      192,740.      MT  (+/- 180 meters Scaled)
 DA0089
 DA0089                          SUPERSEDED SURVEY CONTROL
 DA0089
 DA0089  NGVD 29 (??/??/92)  563.094  (m)         1847.42   (f) ADJ UNCH    2 0
 DA0089
 DA0089.Superseded values are not recommended for survey control.
 DA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0089.See file dsdata.txt to determine how the superseded data were derived.
 DA0089
 DA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB935335(NAD 83)
 DA0089_MARKER: DD = SURVEY DISK
 DA0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0089_SP_SET: CULVERT
 DA0089_STAMPING: 1847.13 1867+78 1934
 DA0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0089
 DA0089  HISTORY     - Date     Condition        Report By
 DA0089  HISTORY     - 1934     MONUMENTED       AZHD
 DA0089  HISTORY     - 1960     GOOD             NGS
 DA0089  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0089
 DA0089                          STATION DESCRIPTION
 DA0089
 DA0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0089'10.9 MI W FROM STANFIELD.
 DA0089'10.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0089'STANFIELD, PINAL COUNTY, AT SURVEY STATION 1867+78, AT A 4- BY 10-FOOT
 DA0089'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH
 DA0089'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DA0089'1847.13 1867+78 1934.
 DA0089
 DA0089                          STATION RECOVERY (1963)
 DA0089
 DA0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0514 ***********************************************************************
 GQ0514  DESIGNATION -  185 DOR
 GQ0514  PID         -  GQ0514
 GQ0514  STATE/COUNTY-  AZ/MOHAVE
 GQ0514  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0514
 GQ0514                         *CURRENT SURVEY CONTROL
 GQ0514  ___________________________________________________________________
 GQ0514* NAD 83(1986)-  36 16 37.     (N)    113 49 06.     (W)     SCALED    
 GQ0514* NAVD 88     -      1252.264  (meters)    4108.47   (feet)  POSTED    
 GQ0514  ___________________________________________________________________
 GQ0514  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 GQ0514  DYNAMIC HT  -        1250.860 (meters)    4103.86  (feet)  COMP
 GQ0514  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 GQ0514
 GQ0514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0514
 GQ0514.The horizontal coordinates were scaled from a topographic map and have
 GQ0514.an estimated accuracy of +/- 6 seconds.
 GQ0514
 GQ0514.The orthometric height was determined by differential leveling
 GQ0514.and adjusted by the National Geodetic Survey in 1992..
 GQ0514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0514.rate of 0.0 thru 1.0 mm/km.
 GQ0514
 GQ0514.The geoid height was determined by GEOID03.
 GQ0514
 GQ0514.The dynamic height is computed by dividing the NAVD 88
 GQ0514.geopotential number by the normal gravity value computed on the
 GQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0514.degrees latitude (g = 980.6199 gals.).
 GQ0514
 GQ0514.The modeled gravity was interpolated from observed gravity values.
 GQ0514
 GQ0514;                    North         East    Units  Estimated Accuracy
 GQ0514;SPC AZ W     -   585,260.      207,220.      MT  (+/- 180 meters Scaled)
 GQ0514
 GQ0514                          SUPERSEDED SURVEY CONTROL
 GQ0514
 GQ0514  NGVD 29 (??/??/92) 1251.50   (m)         4106.0    (f) COMPUTED    3 0
 GQ0514
 GQ0514.Superseded values are not recommended for survey control.
 GQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0514.See file dsdata.txt to determine how the superseded data were derived.
 GQ0514
 GQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF468183(NAD 83)
 GQ0514_MARKER: DB = BENCH MARK DISK
 GQ0514_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0514_SP_SET: ROCK OUTCROP
 GQ0514_STAMPING: 185 DOR 1970 4106
 GQ0514_MARK LOGO: USGS  
 GQ0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0514+STABILITY: POSITION/ELEVATION WELL
 GQ0514
 GQ0514  HISTORY     - Date     Condition        Report By
 GQ0514  HISTORY     - 1970     MONUMENTED       USGS
 GQ0514
 GQ0514                          STATION DESCRIPTION
 GQ0514
 GQ0514'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0514'141.8 KM (88.10 MI) SSW FROM ST GEORGE UT.
 GQ0514'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0514'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0514'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0514'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0514'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0514'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0514'MESQUITE, THENCE 2.2 MILES WEST, 16 FEET NORTH OF THE ROAD.
 GQ0514'THE MARK IS 4.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0080 ***********************************************************************
 EU0080  DESIGNATION -  1857.060
 EU0080  PID         -  EU0080
 EU0080  STATE/COUNTY-  AZ/MOHAVE
 EU0080  USGS QUAD   -  YUCCA NW (1970)
 EU0080
 EU0080                         *CURRENT SURVEY CONTROL
 EU0080  ___________________________________________________________________
 EU0080* NAD 83(1986)-  34 53 00.     (N)    114 08 57.     (W)     SCALED    
 EU0080* NAVD 88     -       566.760  (meters)    1859.45   (feet)  ADJUSTED  
 EU0080  ___________________________________________________________________
 EU0080  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EU0080  DYNAMIC HT  -         566.124 (meters)    1857.36  (feet)  COMP
 EU0080  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 EU0080
 EU0080  VERT ORDER  -  FIRST     CLASS II
 EU0080
 EU0080.The horizontal coordinates were scaled from a topographic map and have
 EU0080.an estimated accuracy of +/- 6 seconds.
 EU0080
 EU0080.The orthometric height was determined by differential leveling
 EU0080.and adjusted by the National Geodetic Survey in June 1991..
 EU0080
 EU0080.The geoid height was determined by GEOID03.
 EU0080
 EU0080.The dynamic height is computed by dividing the NAVD 88
 EU0080.geopotential number by the normal gravity value computed on the
 EU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0080.degrees latitude (g = 980.6199 gals.).
 EU0080
 EU0080.The modeled gravity was interpolated from observed gravity values.
 EU0080
 EU0080;                    North         East    Units  Estimated Accuracy
 EU0080;SPC AZ W     -   430,720.      176,870.      MT  (+/- 180 meters Scaled)
 EU0080
 EU0080                          SUPERSEDED SURVEY CONTROL
 EU0080
 EU0080  NGVD 29 (??/??/??)  566.033  (m)         1857.06   (f) ADJUSTED    1 2
 EU0080
 EU0080.Superseded values are not recommended for survey control.
 EU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0080.See file dsdata.txt to determine how the superseded data were derived.
 EU0080
 EU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU605638(NAD 83)
 EU0080_MARKER: DD = SURVEY DISK
 EU0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0080_SP_SET: BRIDGE CURB
 EU0080_STAMPING: 1857.060 1396X8742 1952
 EU0080_MARK LOGO: AZHD  
 EU0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0080
 EU0080  HISTORY     - Date     Condition        Report By
 EU0080  HISTORY     - 1952     MONUMENTED       AZHD
 EU0080  HISTORY     - 1961     GOOD             NGS
 EU0080  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0080  HISTORY     - 1981     GOOD             NGS
 EU0080
 EU0080                          STATION DESCRIPTION
 EU0080
 EU0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0080'1.2 MI N FROM YUCCA.
 EU0080'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0080'THENCE 0.85 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN THE TOP OF
 EU0080'THE NORTH END OF THE EAST CONCRETE CURBING OF A 200 FOOT CONCRETE
 EU0080'BRIDGE OVER WILLOW CREEK, 15 FEET EAST OF THE CENTER LINE OF U.S.
 EU0080'HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0080
 EU0080                          STATION RECOVERY (1970)
 EU0080
 EU0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0080'MARK NOT FOUND.
 EU0080
 EU0080                          STATION RECOVERY (1981)
 EU0080
 EU0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0080'2.15 KM (1.35 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0080'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT THE WEST BOUND
 EU0080'TRAFFIC LANES BRIDGE OVER WILLOWS CREEK, IN TOP OF THE NORTH END OF
 EU0080'THE EAST CURB, 0.55 KM (0.35 MI) NORTHEAST OF THE PROVING GROUNDS
 EU0080'ROAD OVERPASS, 4.6 METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST
 EU0080'BOUND LANES.
 EU0080'THE MARK IS 0.3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0515 ***********************************************************************
 GQ0515  DESIGNATION -  186 DOR
 GQ0515  PID         -  GQ0515
 GQ0515  STATE/COUNTY-  AZ/MOHAVE
 GQ0515  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0515
 GQ0515                         *CURRENT SURVEY CONTROL
 GQ0515  ___________________________________________________________________
 GQ0515* NAD 83(1986)-  36 16 19.     (N)    113 49 14.     (W)     SCALED    
 GQ0515* NAVD 88     -      1143.217  (meters)    3750.70   (feet)  POSTED    
 GQ0515  ___________________________________________________________________
 GQ0515  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GQ0515  DYNAMIC HT  -        1141.930 (meters)    3746.48  (feet)  COMP
 GQ0515  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 GQ0515
 GQ0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0515
 GQ0515.The horizontal coordinates were scaled from a topographic map and have
 GQ0515.an estimated accuracy of +/- 6 seconds.
 GQ0515
 GQ0515.The orthometric height was determined by differential leveling
 GQ0515.and adjusted by the National Geodetic Survey in 1992..
 GQ0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0515.rate of 0.0 thru 1.0 mm/km.
 GQ0515
 GQ0515.The geoid height was determined by GEOID03.
 GQ0515
 GQ0515.The dynamic height is computed by dividing the NAVD 88
 GQ0515.geopotential number by the normal gravity value computed on the
 GQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0515.degrees latitude (g = 980.6199 gals.).
 GQ0515
 GQ0515.The modeled gravity was interpolated from observed gravity values.
 GQ0515
 GQ0515;                    North         East    Units  Estimated Accuracy
 GQ0515;SPC AZ W     -   584,710.      207,020.      MT  (+/- 180 meters Scaled)
 GQ0515
 GQ0515                          SUPERSEDED SURVEY CONTROL
 GQ0515
 GQ0515  NGVD 29 (??/??/92) 1142.45   (m)         3748.2    (f) COMPUTED    3 0
 GQ0515
 GQ0515.Superseded values are not recommended for survey control.
 GQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0515.See file dsdata.txt to determine how the superseded data were derived.
 GQ0515
 GQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF466178(NAD 83)
 GQ0515_MARKER: DB = BENCH MARK DISK
 GQ0515_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0515_SP_SET: ROCK OUTCROP
 GQ0515_STAMPING: 186 DOR 1970 3748
 GQ0515_MARK LOGO: USGS  
 GQ0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0515+STABILITY: POSITION/ELEVATION WELL
 GQ0515
 GQ0515  HISTORY     - Date     Condition        Report By
 GQ0515  HISTORY     - 1970     MONUMENTED       USGS
 GQ0515
 GQ0515                          STATION DESCRIPTION
 GQ0515
 GQ0515'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0515'145.0 KM (90.10 MI) SSW FROM ST GEORGE UT.
 GQ0515'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0515'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0515'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0515'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0515'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0515'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0515'MESQUITE, THENCE 3.2 MILES WEST, IN THE SOUTH WALL OF THE CANYON, 30
 GQ0515'FEET SOUTH OF THE ROAD, IN A ROCK LEDGE.
 GQ0515'THE MARK IS 4 FT  W FROM  A WITNESS POST
 GQ0515'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0936 ***********************************************************************
 DV0936  DESIGNATION -  1865
 DV0936  PID         -  DV0936
 DV0936  STATE/COUNTY-  AZ/MARICOPA
 DV0936  USGS QUAD   -  WICKENBURG (1978)
 DV0936
 DV0936                         *CURRENT SURVEY CONTROL
 DV0936  ___________________________________________________________________
 DV0936* NAD 83(1986)-  33 52 46.     (N)    112 39 38.     (W)     SCALED    
 DV0936* NAVD 88     -       568.917  (meters)    1866.52   (feet)  POSTED    
 DV0936  ___________________________________________________________________
 DV0936  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV0936  DYNAMIC HT  -         568.240 (meters)    1864.30  (feet)  COMP
 DV0936  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 DV0936
 DV0936  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0936
 DV0936.The horizontal coordinates were scaled from a topographic map and have
 DV0936.an estimated accuracy of +/- 6 seconds.
 DV0936
 DV0936.The orthometric height was determined by differential leveling
 DV0936.and adjusted by the National Geodetic Survey in November 2005..
 DV0936.No vertical observational check was made to the station.
 DV0936.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0936.was located on a no-check spur therefore a value was not computed.
 DV0936
 DV0936.The geoid height was determined by GEOID03.
 DV0936
 DV0936.The dynamic height is computed by dividing the NAVD 88
 DV0936.geopotential number by the normal gravity value computed on the
 DV0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0936.degrees latitude (g = 980.6199 gals.).
 DV0936
 DV0936.The modeled gravity was interpolated from observed gravity values.
 DV0936
 DV0936;                    North         East    Units  Estimated Accuracy
 DV0936;SPC AZ C     -   319,530.      144,550.      MT  (+/- 180 meters Scaled)
 DV0936
 DV0936                          SUPERSEDED SURVEY CONTROL
 DV0936
 DV0936  NGVD 29 (??/??/92)  568.368  (m)         1864.72   (f) ADJ UNCH    2 0
 DV0936
 DV0936.Superseded values are not recommended for survey control.
 DV0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0936.See file dsdata.txt to determine how the superseded data were derived.
 DV0936
 DV0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC464500(NAD 83)
 DV0936_MARKER: P = PIPE CAP
 DV0936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0936_STAMPING: 1865 PHNX
 DV0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0936
 DV0936  HISTORY     - Date     Condition        Report By
 DV0936  HISTORY     - UNK      MONUMENTED       USGS
 DV0936  HISTORY     - 1939     GOOD             NGS
 DV0936
 DV0936                          STATION DESCRIPTION
 DV0936
 DV0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0936'2.9 MI NW FROM HOT SPRINGS JUNCTION.
 DV0936'2.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0936'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, 0.2 MILE SOUTHEAST OF THE
 DV0936'BRIDGE OVER HASSAYAMPA RIVER, AND 75 FEET SOUTHWEST OF THE CENTERLINE
 DV0936'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0936'1865 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0516 ***********************************************************************
 GQ0516  DESIGNATION -  187 DOR
 GQ0516  PID         -  GQ0516
 GQ0516  STATE/COUNTY-  AZ/MOHAVE
 GQ0516  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0516
 GQ0516                         *CURRENT SURVEY CONTROL
 GQ0516  ___________________________________________________________________
 GQ0516* NAD 83(1986)-  36 16 12.     (N)    113 50 05.     (W)     SCALED    
 GQ0516* NAVD 88     -      1045.505  (meters)    3430.13   (feet)  POSTED    
 GQ0516  ___________________________________________________________________
 GQ0516  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 GQ0516  DYNAMIC HT  -        1044.350 (meters)    3426.34  (feet)  COMP
 GQ0516  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 GQ0516
 GQ0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0516
 GQ0516.The horizontal coordinates were scaled from a topographic map and have
 GQ0516.an estimated accuracy of +/- 6 seconds.
 GQ0516
 GQ0516.The orthometric height was determined by differential leveling
 GQ0516.and adjusted by the National Geodetic Survey in 1992..
 GQ0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0516.rate of 0.0 thru 1.0 mm/km.
 GQ0516
 GQ0516.The geoid height was determined by GEOID03.
 GQ0516
 GQ0516.The dynamic height is computed by dividing the NAVD 88
 GQ0516.geopotential number by the normal gravity value computed on the
 GQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0516.degrees latitude (g = 980.6199 gals.).
 GQ0516
 GQ0516.The modeled gravity was interpolated from observed gravity values.
 GQ0516
 GQ0516;                    North         East    Units  Estimated Accuracy
 GQ0516;SPC AZ W     -   584,490.      205,750.      MT  (+/- 180 meters Scaled)
 GQ0516
 GQ0516                          SUPERSEDED SURVEY CONTROL
 GQ0516
 GQ0516  NGVD 29 (??/??/92) 1044.76   (m)         3427.7    (f) COMPUTED    3 0
 GQ0516
 GQ0516.Superseded values are not recommended for survey control.
 GQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0516.See file dsdata.txt to determine how the superseded data were derived.
 GQ0516
 GQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF453176(NAD 83)
 GQ0516_MARKER: DB = BENCH MARK DISK
 GQ0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0516_SP_SET: COPPER-CLAD STEEL ROD
 GQ0516_STAMPING: 187 DOR 1970 3428
 GQ0516_MARK LOGO: USGS  
 GQ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0516
 GQ0516  HISTORY     - Date     Condition        Report By
 GQ0516  HISTORY     - 1970     MONUMENTED       USGS
 GQ0516
 GQ0516                          STATION DESCRIPTION
 GQ0516
 GQ0516'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0516'146.8 KM (91.20 MI) SSW FROM ST GEORGE UT.
 GQ0516'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0516'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0516'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0516'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0516'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0516'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0516'MESQUITE, THENCE 4.3 MILES WEST, 25 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0516'UNKNOWN.
 GQ0516'THE MARK IS 2.5 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0051 ***********************************************************************
 DU0051  DESIGNATION -  187+15
 DU0051  PID         -  DU0051
 DU0051  STATE/COUNTY-  AZ/GILA
 DU0051  USGS QUAD   -  CARRIZO (1978)
 DU0051
 DU0051                         *CURRENT SURVEY CONTROL
 DU0051  ___________________________________________________________________
 DU0051* NAD 83(1986)-  33 57 23.     (N)    110 19 55.     (W)     SCALED    
 DU0051* NAVD 88     -      1621.688  (meters)    5320.49   (feet)  ADJUSTED  
 DU0051  ___________________________________________________________________
 DU0051  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DU0051  DYNAMIC HT  -        1619.363 (meters)    5312.86  (feet)  COMP
 DU0051  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 DU0051
 DU0051  VERT ORDER  -  FIRST     CLASS II
 DU0051
 DU0051.The horizontal coordinates were scaled from a topographic map and have
 DU0051.an estimated accuracy of +/- 6 seconds.
 DU0051
 DU0051.The orthometric height was determined by differential leveling
 DU0051.and adjusted by the National Geodetic Survey in June 1991..
 DU0051
 DU0051.The geoid height was determined by GEOID03.
 DU0051
 DU0051.The dynamic height is computed by dividing the NAVD 88
 DU0051.geopotential number by the normal gravity value computed on the
 DU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0051.degrees latitude (g = 980.6199 gals.).
 DU0051
 DU0051.The modeled gravity was interpolated from observed gravity values.
 DU0051
 DU0051;                    North         East    Units  Estimated Accuracy
 DU0051;SPC AZ E     -   327,830.      198,090.      MT  (+/- 180 meters Scaled)
 DU0051
 DU0051                          SUPERSEDED SURVEY CONTROL
 DU0051
 DU0051  NGVD 29 (??/??/92) 1620.918  (m)         5317.96   (f) ADJ UNCH    1 2
 DU0051
 DU0051.Superseded values are not recommended for survey control.
 DU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0051.See file dsdata.txt to determine how the superseded data were derived.
 DU0051
 DU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC617575(NAD 83)
 DU0051_MARKER: DD = SURVEY DISK
 DU0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0051_SP_SET: CULVERT
 DU0051_STAMPING: 187+15 5792.85
 DU0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0051
 DU0051  HISTORY     - Date     Condition        Report By
 DU0051  HISTORY     - UNK      MONUMENTED       AZHD
 DU0051  HISTORY     - 1960     GOOD             NGS
 DU0051  HISTORY     - 1967     GOOD             DOD
 DU0051  HISTORY     - 1979     GOOD             NGS
 DU0051
 DU0051                          STATION DESCRIPTION
 DU0051
 DU0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0051'30.65 MI SW FROM SHOW LOW.
 DU0051'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0051'SHOW LOW, THENCE 30.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0051'HIGHWAY 77, OR ABOUT 24.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND
 DU0051'STATE HIGHWAY 77 FROM THE APACHE REST SERVICE STATION AND CAFE AT
 DU0051'SENECA, IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF
 DU0051'A 24-INCH CULVERT UNDER AN OLD PORTION OF THE HIGHWAY, 149 FEET
 DU0051'NORTHWEST OF THE CENTER LINE OF THE PRESENT HIGHWAY, 19 FEET NORTHWEST
 DU0051'OF THE CENTER LINE OF THE OLD HIGHWAY, 147 FEET SOUTHWEST OF THE
 DU0051'CENTER LINE OF CIBECUE ROAD LEADING NORTHWEST, 137 FEET SOUTHWEST OF
 DU0051'THE SOUTHWEST END OF A CATTLE GUARD, AND ABOUT 3 FEET BELOW THE LEVEL
 DU0051'OF THE OLD HIGHWAY.
 DU0051
 DU0051                          STATION RECOVERY (1967)
 DU0051
 DU0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0051'RECOVERED IN GOOD CONDITION.
 DU0051
 DU0051                          STATION RECOVERY (1979)
 DU0051
 DU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0051'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN SHOW
 DU0051'LOW AND THENCE 30.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60, ALSO,
 DU0051'18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU0051'BRIDGE IN THE SALT RIVER CANYON, 0.3 MILE SOUTHWEST OF MILE POST 312,
 DU0051'0.05 MILE SOUTHWEST OF THE JUNCTION OF CIBECUE ROAD, SET IN THE TOP
 DU0051'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE OLD
 DU0051'HIGHWAY, 149 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 147
 DU0051'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 137 FEET SOUTHWEST OF
 DU0051'THE SOUTHWEST END OF A CATTLE GUARD AND 19 FEET NORTHWEST OF THE
 DU0051'CENTER OF THE OLD HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0051'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0051'THE MARK IS 3 FT BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0525 ***********************************************************************
 CZ0525  DESIGNATION -  187+96
 CZ0525  PID         -  CZ0525
 CZ0525  STATE/COUNTY-  AZ/PIMA
 CZ0525  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0525
 CZ0525                         *CURRENT SURVEY CONTROL
 CZ0525  ___________________________________________________________________
 CZ0525* NAD 83(1986)-  32 23 05.     (N)    111 06 48.     (W)     SCALED    
 CZ0525* NAVD 88     -       641.317  (meters)    2104.05   (feet)  ADJUSTED  
 CZ0525  ___________________________________________________________________
 CZ0525  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0525  DYNAMIC HT  -         640.460 (meters)    2101.24  (feet)  COMP
 CZ0525  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 CZ0525  OBS GRAVITY -     979,285.5   (mgal)                       GRAV_OBS
 CZ0525
 CZ0525  VERT ORDER  -  FIRST     CLASS II
 CZ0525
 CZ0525.The horizontal coordinates were scaled from a topographic map and have
 CZ0525.an estimated accuracy of +/- 6 seconds.
 CZ0525
 CZ0525.The orthometric height was determined by differential leveling
 CZ0525.and adjusted by the National Geodetic Survey in June 1991..
 CZ0525
 CZ0525.The geoid height was determined by GEOID03.
 CZ0525
 CZ0525.The dynamic height is computed by dividing the NAVD 88
 CZ0525.geopotential number by the normal gravity value computed on the
 CZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0525.degrees latitude (g = 980.6199 gals.).
 CZ0525
 CZ0525.The modeled gravity was interpolated from observed gravity values.
 CZ0525.The observed gravity was obtained from relative gravimeter ties
 CZ0525.to the IGSN71 gravity network.
 CZ0525
 CZ0525;                    North         East    Units  Estimated Accuracy
 CZ0525;SPC AZ C     -   153,810.      288,940.      MT  (+/- 180 meters Scaled)
 CZ0525
 CZ0525                          SUPERSEDED SURVEY CONTROL
 CZ0525
 CZ0525  NGVD 29 (??/??/92)  640.664  (m)         2101.91   (f) ADJ UNCH    1 2
 CZ0525
 CZ0525.Superseded values are not recommended for survey control.
 CZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0525.See file dsdata.txt to determine how the superseded data were derived.
 CZ0525
 CZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA893830(NAD 83)
 CZ0525_MARKER: DD = SURVEY DISK
 CZ0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0525_SP_SET: CULVERT
 CZ0525_STAMPING: 2102.46 1930 187+96
 CZ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0525
 CZ0525  HISTORY     - Date     Condition        Report By
 CZ0525  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0525  HISTORY     - 1951     GOOD             NGS
 CZ0525  HISTORY     - 1960     GOOD             NGS
 CZ0525  HISTORY     - 1980     GOOD             NGS
 CZ0525  HISTORY     - 19970309 GOOD             USPSQD
 CZ0525
 CZ0525                          STATION DESCRIPTION
 CZ0525
 CZ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0525'2.5 MI NW FROM CORTARO.
 CZ0525'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0525'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 3.0 MILES
 CZ0525'SOUTHEAST OF THE RAILROAD STATION AT RILLITO, 0.2 MILE NORTHWEST OF
 CZ0525'THE RAILROAD STATION SIGN AT SABINO, AT RAILROAD MILEAGE 969.72, IN
 CZ0525'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE
 CZ0525'BOX TYPE CONCRETE HIGHWAY CULVERT, 33.8 FEET WEST OF TELEGRAPH POLE 9,
 CZ0525'17 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND ABOUT LEVEL WITH THE
 CZ0525'HIGHWAY IN ELEVATION.
 CZ0525
 CZ0525                          STATION RECOVERY (1960)
 CZ0525
 CZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0525'RECOVERED IN GOOD CONDITION.
 CZ0525
 CZ0525                          STATION RECOVERY (1980)
 CZ0525
 CZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0525'22.8 KILOMETERS (14.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0525'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 969.72,
 CZ0525'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CULVERT UNDER
 CZ0525'THE FRONTAGE ROAD, 37.5 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0525'RAIL OF THE RAILROAD TRACK, 10.2 METERS (33.8 FEET) WEST OF TELEPHONE
 CZ0525'POLE 9 AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0525'FRONTAGE ROAD.
 CZ0525'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0525
 CZ0525                          STATION RECOVERY (1997)
 CZ0525
 CZ0525'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0094 ***********************************************************************
 DA0094  DESIGNATION -  1879.71
 DA0094  PID         -  DA0094
 DA0094  STATE/COUNTY-  AZ/PINAL
 DA0094  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0094
 DA0094                         *CURRENT SURVEY CONTROL
 DA0094  ___________________________________________________________________
 DA0094* NAD 83(1986)-  32 50 06.     (N)    112 10 57.     (W)     SCALED    
 DA0094* NAVD 88     -       573.72   (+/-2cm)    1882.3    (feet)  VERTCON   
 DA0094  ___________________________________________________________________
 DA0094  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0094
 DA0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0094
 DA0094.The horizontal coordinates were scaled from a topographic map and have
 DA0094.an estimated accuracy of +/- 6 seconds.
 DA0094
 DA0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0094.The vertical order pertains to the NGVD 29 superseded value.
 DA0094
 DA0094.The geoid height was determined by GEOID03.
 DA0094
 DA0094;                    North         East    Units  Estimated Accuracy
 DA0094;SPC AZ C     -   203,490.      188,470.      MT  (+/- 180 meters Scaled)
 DA0094
 DA0094                          SUPERSEDED SURVEY CONTROL
 DA0094
 DA0094  NGVD 29 (??/??/92)  573.06   (m)         1880.1    (f) COMPUTED    2 0
 DA0094
 DA0094.Superseded values are not recommended for survey control.
 DA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0094.See file dsdata.txt to determine how the superseded data were derived.
 DA0094
 DA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893336(NAD 83)
 DA0094_MARKER: DD = SURVEY DISK
 DA0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0094_SP_SET: CULVERT
 DA0094_STAMPING: 1879.71 1735+00 1934
 DA0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0094
 DA0094  HISTORY     - Date     Condition        Report By
 DA0094  HISTORY     - 1934     MONUMENTED       AZHD
 DA0094  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0094
 DA0094                          STATION DESCRIPTION
 DA0094
 DA0094'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 DA0094'13.3 MI W FROM STANFIELD.
 DA0094'13.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0094'STANFIELD, PINAL COUNTY, AT SURVEY STATION 1735+00, AT A 4- BY 6-FOOT
 DA0094'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH
 DA0094'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DA0094'1879.71 1735+00 1934.
 DA0094
 DA0094                          STATION RECOVERY (1963)
 DA0094
 DA0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1019 ***********************************************************************
 CZ1019  DESIGNATION -  188 1/2
 CZ1019  PID         -  CZ1019
 CZ1019  STATE/COUNTY-  AZ/PINAL
 CZ1019  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1019
 CZ1019                         *CURRENT SURVEY CONTROL
 CZ1019  ___________________________________________________________________
 CZ1019* NAD 83(1986)-  32 50 10.     (N)    111 41 27.     (W)     SCALED    
 CZ1019* NAVD 88     -       442.214  (meters)    1450.83   (feet)  ADJUSTED  
 CZ1019  ___________________________________________________________________
 CZ1019  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1019  DYNAMIC HT  -         441.670 (meters)    1449.05  (feet)  COMP
 CZ1019  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 CZ1019  OBS GRAVITY -     979,393.8   (mgal)                       GRAV_OBS
 CZ1019
 CZ1019  VERT ORDER  -  FIRST     CLASS II
 CZ1019
 CZ1019.The horizontal coordinates were scaled from a topographic map and have
 CZ1019.an estimated accuracy of +/- 6 seconds.
 CZ1019
 CZ1019.The orthometric height was determined by differential leveling
 CZ1019.and adjusted by the National Geodetic Survey in November 1993..
 CZ1019
 CZ1019.The geoid height was determined by GEOID03.
 CZ1019
 CZ1019.The dynamic height is computed by dividing the NAVD 88
 CZ1019.geopotential number by the normal gravity value computed on the
 CZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1019.degrees latitude (g = 980.6199 gals.).
 CZ1019
 CZ1019.The modeled gravity was interpolated from observed gravity values.
 CZ1019.The observed gravity was obtained from relative gravimeter ties
 CZ1019.to the IGSN71 gravity network.
 CZ1019
 CZ1019;                    North         East    Units  Estimated Accuracy
 CZ1019;SPC AZ C     -   203,600.      234,500.      MT  (+/- 180 meters Scaled)
 CZ1019
 CZ1019                          SUPERSEDED SURVEY CONTROL
 CZ1019
 CZ1019  NAVD 88 (06/15/91)  442.219  (m)         1450.85   (f) UNKNOWN     1 2
 CZ1019  NGVD 29 (??/??/92)  441.741  (m)         1449.28   (f) ADJ UNCH    1 2
 CZ1019
 CZ1019.Superseded values are not recommended for survey control.
 CZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1019.See file dsdata.txt to determine how the superseded data were derived.
 CZ1019
 CZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB353333(NAD 83)
 CZ1019_MARKER: DD = SURVEY DISK
 CZ1019_SETTING: 80 = SET IN A BOULDER
 CZ1019_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ1019_STAMPING: W 278 188 1/2
 CZ1019_MARK LOGO: USGS  
 CZ1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1019+STABILITY: SURFACE MOTION
 CZ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1019+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1019
 CZ1019  HISTORY     - Date     Condition        Report By
 CZ1019  HISTORY     - UNK      MONUMENTED       USGS
 CZ1019  HISTORY     - 1967     POOR             NGS
 CZ1019  HISTORY     - 1980     GOOD             NGS
 CZ1019  HISTORY     - 1980     GOOD             NGS
 CZ1019  HISTORY     - 1984     POOR             NGS
 CZ1019  HISTORY     - 19911205 GOOD             NGS
 CZ1019
 CZ1019                          STATION DESCRIPTION
 CZ1019
 CZ1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1019'4.7 MI SE FROM CASA GRANDE.
 CZ1019'ABOUT 4.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1019'STATION AT CASA GRANDE, IN S 2, T 7 S, R 6 E, 0.35 MILE NORTHWEST OF A
 CZ1019'RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 0.15 MILE NORTHWEST OF A
 CZ1019'RAILROAD BRIDGE OVER AN IRRIGATION CANAL, 0.15 MILE NORTHWEST OF THE
 CZ1019'CROSSING OF THE RAILROAD AND A DIRT ROAD ALONG THE CANAL BANK, 15
 CZ1019'POLES SOUTHEAST OF MILEPOST NUMBER 923, 48 FEET NORTHEAST OF THE
 CZ1019'NORTHEAST RAIL OF THE TRACKS, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 CZ1019'TOP OF A SMALL BOULDER WHICH IS NOW LOOSE IN THE GROUND, 7 1/2 FEET
 CZ1019'NORTHWEST OF A POLE, 58 FEET SOUTHWEST OF THE SOUTHWEST BANK OF AN
 CZ1019'IRRIGATION CANAL, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 CZ1019'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CZ1019
 CZ1019                          STATION RECOVERY (1980)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1019'RECOVERED IN GOOD CONDITION.
 CZ1019
 CZ1019                          STATION RECOVERY (1980)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1019'RECOVERED IN GOOD CONDITION.
 CZ1019
 CZ1019                          STATION RECOVERY (1984)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1019'RECOVERED IN POOR CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE.
 CZ1019
 CZ1019                          STATION RECOVERY (1991)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1019'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1019'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1019'BOULEVARD) IN CASA GRANDE, NEAR THE CENTER OF A 6 BY 12 INCH BOULDER,
 CZ1019'81.6 M (267.7 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 38.4
 CZ1019'M (126.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT)
 CZ1019'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.3 M
 CZ1019'(4.3 FT) SOUTHEAST OF BENCH MARK R 516, 1.4 M (4.6 FT) BELOW THE
 CZ1019'LEVEL OF THE TRACK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND
 CZ1019'THE BOULDER PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0517 ***********************************************************************
 GQ0517  DESIGNATION -  188 DOR
 GQ0517  PID         -  GQ0517
 GQ0517  STATE/COUNTY-  AZ/MOHAVE
 GQ0517  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0517
 GQ0517                         *CURRENT SURVEY CONTROL
 GQ0517  ___________________________________________________________________
 GQ0517* NAD 83(1986)-  36 15 35.     (N)    113 50 44.     (W)     SCALED    
 GQ0517* NAVD 88     -       884.575  (meters)    2902.14   (feet)  POSTED    
 GQ0517  ___________________________________________________________________
 GQ0517  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GQ0517  DYNAMIC HT  -         883.610 (meters)    2898.98  (feet)  COMP
 GQ0517  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 GQ0517
 GQ0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0517
 GQ0517.The horizontal coordinates were scaled from a topographic map and have
 GQ0517.an estimated accuracy of +/- 6 seconds.
 GQ0517
 GQ0517.The orthometric height was determined by differential leveling
 GQ0517.and adjusted by the National Geodetic Survey in 1992..
 GQ0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0517.rate of 0.0 thru 1.0 mm/km.
 GQ0517
 GQ0517.The geoid height was determined by GEOID03.
 GQ0517
 GQ0517.The dynamic height is computed by dividing the NAVD 88
 GQ0517.geopotential number by the normal gravity value computed on the
 GQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0517.degrees latitude (g = 980.6199 gals.).
 GQ0517
 GQ0517.The modeled gravity was interpolated from observed gravity values.
 GQ0517
 GQ0517;                    North         East    Units  Estimated Accuracy
 GQ0517;SPC AZ W     -   583,350.      204,770.      MT  (+/- 180 meters Scaled)
 GQ0517
 GQ0517                          SUPERSEDED SURVEY CONTROL
 GQ0517
 GQ0517  NGVD 29 (??/??/92)  883.84   (m)         2899.7    (f) COMPUTED    3 0
 GQ0517
 GQ0517.Superseded values are not recommended for survey control.
 GQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0517.See file dsdata.txt to determine how the superseded data were derived.
 GQ0517
 GQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF443165(NAD 83)
 GQ0517_MARKER: DB = BENCH MARK DISK
 GQ0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0517_SP_SET: COPPER-CLAD STEEL ROD
 GQ0517_STAMPING: 188 DOR 1970 2900
 GQ0517_MARK LOGO: USGS  
 GQ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0517
 GQ0517  HISTORY     - Date     Condition        Report By
 GQ0517  HISTORY     - 1970     MONUMENTED       USGS
 GQ0517
 GQ0517                          STATION DESCRIPTION
 GQ0517
 GQ0517'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0517'148.5 KM (92.30 MI) SSW FROM ST GEORGE UT.
 GQ0517'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0517'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0517'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0517'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0517'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0517'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0517'MESQUITE, THENCE 5.4 MILES WEST, 36 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0517'UNKNOWN.
 GQ0517'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0926 ***********************************************************************
 DV0926  DESIGNATION -  1883
 DV0926  PID         -  DV0926
 DV0926  STATE/COUNTY-  AZ/MARICOPA
 DV0926  USGS QUAD   -  WITTMANN (1981)
 DV0926
 DV0926                         *CURRENT SURVEY CONTROL
 DV0926  ___________________________________________________________________
 DV0926* NAD 83(1986)-  33 49 08.     (N)    112 34 50.     (W)     SCALED    
 DV0926* NAVD 88     -       574.441  (meters)    1884.65   (feet)  POSTED    
 DV0926  ___________________________________________________________________
 DV0926  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0926  DYNAMIC HT  -         573.750 (meters)    1882.38  (feet)  COMP
 DV0926  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 DV0926
 DV0926  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0926
 DV0926.The horizontal coordinates were scaled from a topographic map and have
 DV0926.an estimated accuracy of +/- 6 seconds.
 DV0926
 DV0926.The orthometric height was determined by differential leveling
 DV0926.and adjusted by the National Geodetic Survey in November 2005..
 DV0926.No vertical observational check was made to the station.
 DV0926.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0926.was located on a no-check spur therefore a value was not computed.
 DV0926
 DV0926.The geoid height was determined by GEOID03.
 DV0926
 DV0926.The dynamic height is computed by dividing the NAVD 88
 DV0926.geopotential number by the normal gravity value computed on the
 DV0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0926.degrees latitude (g = 980.6199 gals.).
 DV0926
 DV0926.The modeled gravity was interpolated from observed gravity values.
 DV0926
 DV0926;                    North         East    Units  Estimated Accuracy
 DV0926;SPC AZ C     -   312,770.      151,900.      MT  (+/- 180 meters Scaled)
 DV0926
 DV0926                          SUPERSEDED SURVEY CONTROL
 DV0926
 DV0926  NGVD 29 (??/??/92)  573.897  (m)         1882.86   (f) ADJ UNCH    2 0
 DV0926
 DV0926.Superseded values are not recommended for survey control.
 DV0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0926.See file dsdata.txt to determine how the superseded data were derived.
 DV0926
 DV0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC537431(NAD 83)
 DV0926_MARKER: P = PIPE CAP
 DV0926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0926_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0926_STAMPING: 1883 PHNX
 DV0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0926
 DV0926  HISTORY     - Date     Condition        Report By
 DV0926  HISTORY     - UNK      MONUMENTED       USGS
 DV0926  HISTORY     - 1939     GOOD             NGS
 DV0926
 DV0926                          STATION DESCRIPTION
 DV0926
 DV0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0926'3.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0926'3.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0926'FROM HOT SPRINGS JUNCTION, 0.2 MILE NORTHWEST OF MILEPOST 154, 0.2
 DV0926'MILE NORTHWEST OF BIG CHIEF STORE, BETWEEN THE HIGHWAY AND THE
 DV0926'RAILROAD, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A
 DV0926'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1883 PHNX AND
 DV0926'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0093 ***********************************************************************
 DA0093  DESIGNATION -  1889.13
 DA0093  PID         -  DA0093
 DA0093  STATE/COUNTY-  AZ/PINAL
 DA0093  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0093
 DA0093                         *CURRENT SURVEY CONTROL
 DA0093  ___________________________________________________________________
 DA0093* NAD 83(1986)-  32 50 07.     (N)    112 10 40.     (W)     SCALED    
 DA0093* NAVD 88     -       576.48   (+/-2cm)    1891.3    (feet)  VERTCON   
 DA0093  ___________________________________________________________________
 DA0093  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0093
 DA0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0093
 DA0093.The horizontal coordinates were scaled from a topographic map and have
 DA0093.an estimated accuracy of +/- 6 seconds.
 DA0093
 DA0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0093.The vertical order pertains to the NGVD 29 superseded value.
 DA0093
 DA0093.The geoid height was determined by GEOID03.
 DA0093
 DA0093;                    North         East    Units  Estimated Accuracy
 DA0093;SPC AZ C     -   203,520.      188,920.      MT  (+/- 180 meters Scaled)
 DA0093
 DA0093                          SUPERSEDED SURVEY CONTROL
 DA0093
 DA0093  NGVD 29 (??/??/92)  575.819  (m)         1889.17   (f) ADJ UNCH    2 0
 DA0093
 DA0093.Superseded values are not recommended for survey control.
 DA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0093.See file dsdata.txt to determine how the superseded data were derived.
 DA0093
 DA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB897336(NAD 83)
 DA0093_MARKER: DD = SURVEY DISK
 DA0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0093_SP_SET: HEADWALL
 DA0093_STAMPING: 1889.13 1697+53.3 1959
 DA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0093
 DA0093  HISTORY     - Date     Condition        Report By
 DA0093  HISTORY     - 1959     MONUMENTED       AZHD
 DA0093  HISTORY     - 1960     GOOD             NGS
 DA0093
 DA0093                          STATION DESCRIPTION
 DA0093
 DA0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0093'13.2 MI W FROM STANFIELD.
 DA0093'13.2 MILES WEST OF THE POST OFFICE AT STANFIELD, 29 FEET SOUTH OF
 DA0093'CENTER LINE OF HIGHWAY, IN CENTER OF THE SOUTH HEADWALL OF THE
 DA0093'WESTBOUND TRAFFIC LANE.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0518 ***********************************************************************
 GQ0518  DESIGNATION -  189 DOR
 GQ0518  PID         -  GQ0518
 GQ0518  STATE/COUNTY-  AZ/MOHAVE
 GQ0518  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0518
 GQ0518                         *CURRENT SURVEY CONTROL
 GQ0518  ___________________________________________________________________
 GQ0518* NAD 83(1986)-  36 15 25.     (N)    113 51 34.     (W)     SCALED    
 GQ0518* NAVD 88     -       763.593  (meters)    2505.22   (feet)  POSTED    
 GQ0518  ___________________________________________________________________
 GQ0518  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GQ0518  DYNAMIC HT  -         762.780 (meters)    2502.55  (feet)  COMP
 GQ0518  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 GQ0518
 GQ0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0518
 GQ0518.The horizontal coordinates were scaled from a topographic map and have
 GQ0518.an estimated accuracy of +/- 6 seconds.
 GQ0518
 GQ0518.The orthometric height was determined by differential leveling
 GQ0518.and adjusted by the National Geodetic Survey in 1992..
 GQ0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0518.rate of 0.0 thru 1.0 mm/km.
 GQ0518
 GQ0518.The geoid height was determined by GEOID03.
 GQ0518
 GQ0518.The dynamic height is computed by dividing the NAVD 88
 GQ0518.geopotential number by the normal gravity value computed on the
 GQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0518.degrees latitude (g = 980.6199 gals.).
 GQ0518
 GQ0518.The modeled gravity was interpolated from observed gravity values.
 GQ0518
 GQ0518;                    North         East    Units  Estimated Accuracy
 GQ0518;SPC AZ W     -   583,050.      203,530.      MT  (+/- 180 meters Scaled)
 GQ0518
 GQ0518                          SUPERSEDED SURVEY CONTROL
 GQ0518
 GQ0518  NGVD 29 (??/??/92)  762.88   (m)         2502.9    (f) COMPUTED    3 0
 GQ0518
 GQ0518.Superseded values are not recommended for survey control.
 GQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0518.See file dsdata.txt to determine how the superseded data were derived.
 GQ0518
 GQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF430162(NAD 83)
 GQ0518_MARKER: DB = BENCH MARK DISK
 GQ0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0518_SP_SET: COPPER-CLAD STEEL ROD
 GQ0518_STAMPING: 189 DOR 1970 2503
 GQ0518_MARK LOGO: USGS  
 GQ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0518
 GQ0518  HISTORY     - Date     Condition        Report By
 GQ0518  HISTORY     - 1970     MONUMENTED       USGS
 GQ0518
 GQ0518                          STATION DESCRIPTION
 GQ0518
 GQ0518'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0518'150.5 KM (93.50 MI) SSW FROM ST GEORGE UT.
 GQ0518'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0518'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0518'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0518'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0518'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0518'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0518'MESQUITE, THENCE 6.6 MILES WEST, 0.25 MILES SOUTHEAST OF A USBLM
 GQ0518'CADASTRAL SURVEY TABLET STAMPED T33N R15W 1/4 S14/S13 1970, 33 FEET
 GQ0518'NORTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0518'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1113 ***********************************************************************
 DU1113  DESIGNATION -  1891+01
 DU1113  PID         -  DU1113
 DU1113  STATE/COUNTY-  AZ/GRAHAM
 DU1113  USGS QUAD   -  CALVA (1989)
 DU1113
 DU1113                         *CURRENT SURVEY CONTROL
 DU1113  ___________________________________________________________________
 DU1113* NAD 83(1986)-  33 10 02.     (N)    110 08 04.     (W)     SCALED    
 DU1113* NAVD 88     -       789.319  (meters)    2589.62   (feet)  ADJUSTED  
 DU1113  ___________________________________________________________________
 DU1113  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU1113  DYNAMIC HT  -         788.248 (meters)    2586.11  (feet)  COMP
 DU1113  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 DU1113
 DU1113  VERT ORDER  -  FIRST     CLASS II
 DU1113
 DU1113.The horizontal coordinates were scaled from a topographic map and have
 DU1113.an estimated accuracy of +/- 6 seconds.
 DU1113
 DU1113.The orthometric height was determined by differential leveling
 DU1113.and adjusted by the National Geodetic Survey in June 1991..
 DU1113
 DU1113.The geoid height was determined by GEOID03.
 DU1113
 DU1113.The dynamic height is computed by dividing the NAVD 88
 DU1113.geopotential number by the normal gravity value computed on the
 DU1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1113.degrees latitude (g = 980.6199 gals.).
 DU1113
 DU1113.The modeled gravity was interpolated from observed gravity values.
 DU1113
 DU1113;                    North         East    Units  Estimated Accuracy
 DU1113;SPC AZ E     -   240,300.      216,370.      MT  (+/- 180 meters Scaled)
 DU1113
 DU1113                          SUPERSEDED SURVEY CONTROL
 DU1113
 DU1113.No superseded survey control is available for this station.
 DU1113
 DU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB807701(NAD 83)
 DU1113_MARKER: DD = SURVEY DISK
 DU1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1113_SP_SET: BRIDGE ABUTMENT
 DU1113_STAMPING: 2587.28 1891+01
 DU1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1113
 DU1113  HISTORY     - Date     Condition        Report By
 DU1113  HISTORY     - 1957     MONUMENTED       AZHD
 DU1113  HISTORY     - 1979     GOOD             NGS
 DU1113
 DU1113                          STATION DESCRIPTION
 DU1113
 DU1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1113'5.8 KM NW FROM BYLAS.
 DU1113'5.8 KILOMETERS (3.6 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1113'POST OFFICE IN BYLAS, SET IN TOP OF THE CURB AT THE NORTHEAST END OF
 DU1113'THE NORTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER THE GILA
 DU1113'RIVER, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 DU1113'HIGHWAY AND 2.5 METERS (8 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 DU1113'CURB.
 DU1113'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1174 ***********************************************************************
 DV1174  DESIGNATION -  1893.65
 DV1174  PID         -  DV1174
 DV1174  STATE/COUNTY-  AZ/LA PAZ
 DV1174  USGS QUAD   -  HARCUVAR (1990)
 DV1174
 DV1174                         *CURRENT SURVEY CONTROL
 DV1174  ___________________________________________________________________
 DV1174* NAD 83(1986)-  33 46 20.     (N)    113 37 55.     (W)     SCALED    
 DV1174* NAVD 88     -       578.16   (+/-2cm)    1896.8    (feet)  VERTCON   
 DV1174  ___________________________________________________________________
 DV1174  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1174
 DV1174  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1174
 DV1174.The horizontal coordinates were scaled from a topographic map and have
 DV1174.an estimated accuracy of +/- 6 seconds.
 DV1174
 DV1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1174.The vertical order pertains to the NGVD 29 superseded value.
 DV1174
 DV1174.The geoid height was determined by GEOID03.
 DV1174
 DV1174;                    North         East    Units  Estimated Accuracy
 DV1174;SPC AZ W     -   307,410.      224,300.      MT  (+/- 180 meters Scaled)
 DV1174
 DV1174                          SUPERSEDED SURVEY CONTROL
 DV1174
 DV1174  NGVD 29 (??/??/92)  577.450  (m)         1894.52   (f) ADJ UNCH    1 2
 DV1174
 DV1174.Superseded values are not recommended for survey control.
 DV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1174.See file dsdata.txt to determine how the superseded data were derived.
 DV1174
 DV1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC562400(NAD 83)
 DV1174_MARKER: DB = BENCH MARK DISK
 DV1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1174_SP_SET: CURB
 DV1174_STAMPING: 1893.65 110+05.0
 DV1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1174
 DV1174  HISTORY     - Date     Condition        Report By
 DV1174  HISTORY     - UNK      MONUMENTED       AZHD
 DV1174  HISTORY     - 1934     GOOD             NGS
 DV1174  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1174
 DV1174                          STATION DESCRIPTION
 DV1174
 DV1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1174'1.1 MI W FROM SALOME.
 DV1174'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.1
 DV1174'MILE WEST OF ATCHISON, TOPEKA AND SANTA FE RAILWAY MILEPOST 51, 150
 DV1174'FEET SOUTH OF THE TRACK, AT HIGHWAY STATION 110+05.0, AT A CONCRETE
 DV1174'HIGHWAY BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH CURB. AN
 DV1174'ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1893.65 110+05.0.
 DV1174
 DV1174                          STATION RECOVERY (1981)
 DV1174
 DV1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1174'BELIEVED DESTROYED, A NEW BRIDGE WAS BUILT IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2354 ***********************************************************************
 DU2354  DESIGNATION -  189+41.80
 DU2354  PID         -  DU2354
 DU2354  STATE/COUNTY-  AZ/PINAL
 DU2354  USGS QUAD   -  GILA BUTTE (1981)
 DU2354
 DU2354                         *CURRENT SURVEY CONTROL
 DU2354  ___________________________________________________________________
 DU2354* NAD 83(1986)-  33 10 06.     (N)    111 50 27.     (W)     SCALED    
 DU2354* NAVD 88     -       372.337  (meters)    1221.58   (feet)  ADJUSTED  
 DU2354  ___________________________________________________________________
 DU2354  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU2354  DYNAMIC HT  -         371.896 (meters)    1220.13  (feet)  COMP
 DU2354  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DU2354
 DU2354  VERT ORDER  -  FIRST     CLASS II
 DU2354
 DU2354.The horizontal coordinates were scaled from a topographic map and have
 DU2354.an estimated accuracy of +/- 6 seconds.
 DU2354
 DU2354.The orthometric height was determined by differential leveling
 DU2354.and adjusted by the National Geodetic Survey in August 1994..
 DU2354
 DU2354.The geoid height was determined by GEOID03.
 DU2354
 DU2354.The dynamic height is computed by dividing the NAVD 88
 DU2354.geopotential number by the normal gravity value computed on the
 DU2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2354.degrees latitude (g = 980.6199 gals.).
 DU2354
 DU2354.The modeled gravity was interpolated from observed gravity values.
 DU2354
 DU2354;                    North         East    Units  Estimated Accuracy
 DU2354;SPC AZ C     -   240,420.      220,430.      MT  (+/- 180 meters Scaled)
 DU2354
 DU2354                          SUPERSEDED SURVEY CONTROL
 DU2354
 DU2354.No superseded survey control is available for this station.
 DU2354
 DU2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216702(NAD 83)
 DU2354_MARKER: DD = SURVEY DISK
 DU2354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2354_SP_SET: ABUTMENT
 DU2354_STAMPING: 189+41.80 1980 ELEV. 1219.61
 DU2354_MARK LOGO: AZDT  
 DU2354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2354+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2354
 DU2354  HISTORY     - Date     Condition        Report By
 DU2354  HISTORY     - 1980     MONUMENTED       AZDT
 DU2354  HISTORY     - 19940425 GOOD             NGS
 DU2354  HISTORY     - 20060912 GOOD             GEOCAC
 DU2354
 DU2354                          STATION DESCRIPTION
 DU2354
 DU2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2354'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2354'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 4.1 KM
 DU2354'(2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.2 M
 DU2354'(0.7 FT) NORTH OF THE SOUTH END OF THE SOUTHWEST CONCRETE ABUTMENT
 DU2354'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING A FLOOD CONTROL CANAL, 7.2 M
 DU2354'(23.6 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE
 DU2354'THE LEVEL OF THE HIGHWAY.
 DU2354
 DU2354                          STATION RECOVERY (2006)
 DU2354
 DU2354'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0360 ***********************************************************************
 CZ0360  DESIGNATION -  1899
 CZ0360  PID         -  CZ0360
 CZ0360  STATE/COUNTY-  AZ/PINAL
 CZ0360  USGS QUAD   -  RED ROCK (1993)
 CZ0360
 CZ0360                         *CURRENT SURVEY CONTROL
 CZ0360  ___________________________________________________________________
 CZ0360* NAD 83(1992)-  32 32 28.68260(N)    111 17 43.29153(W)     ADJUSTED  
 CZ0360* NAVD 88     -       582.843  (meters)    1912.21   (feet)  ADJUSTED  
 CZ0360  ___________________________________________________________________
 CZ0360  X           -  -1,954,784.729 (meters)                     COMP
 CZ0360  Y           -  -5,014,963.856 (meters)                     COMP
 CZ0360  Z           -   3,411,482.650 (meters)                     COMP
 CZ0360  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 CZ0360  ELLIP HEIGHT-         553.19  (meters)          (06/11/02) GPS OBS
 CZ0360  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0360  DYNAMIC HT  -         582.084 (meters)    1909.72  (feet)  COMP
 CZ0360  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 CZ0360
 CZ0360  HORZ ORDER  -  FIRST
 CZ0360  VERT ORDER  -  FIRST     CLASS II
 CZ0360  ELLP ORDER  -  FOURTH    CLASS II
 CZ0360
 CZ0360.The horizontal coordinates were established by GPS observations
 CZ0360.and adjusted by the National Geodetic Survey in August 1993..
 CZ0360
 CZ0360.The orthometric height was determined by differential leveling
 CZ0360.and adjusted by the National Geodetic Survey in June 1991..
 CZ0360
 CZ0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0360
 CZ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0360
 CZ0360.The ellipsoidal height was determined by GPS observations
 CZ0360.and is referenced to NAD 83.
 CZ0360
 CZ0360.The geoid height was determined by GEOID03.
 CZ0360
 CZ0360.The dynamic height is computed by dividing the NAVD 88
 CZ0360.geopotential number by the normal gravity value computed on the
 CZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0360.degrees latitude (g = 980.6199 gals.).
 CZ0360
 CZ0360.The modeled gravity was interpolated from observed gravity values.
 CZ0360
 CZ0360;                    North         East     Units Scale Factor Converg.
 CZ0360;SPC AZ C     -   171,056.903   271,716.453   MT  0.99994198   +0 20 03.2
 CZ0360;SPC AZ C     -   561,210.31    891,458.18   iFT  0.99994198   +0 20 03.2
 CZ0360;UTM  12      - 3,600,475.816   472,266.879   MT  0.99960948   -0 09 32.0
 CZ0360
 CZ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0360!SPC AZ C     -   0.99991315  x   0.99994198  =   0.99985514
 CZ0360!UTM  12      -   0.99991315  x   0.99960948  =   0.99952267
 CZ0360
 CZ0360                          SUPERSEDED SURVEY CONTROL
 CZ0360
 CZ0360  ELLIP H (08/23/93)  553.26   (m)                       GP(       ) 4 2
 CZ0360  NAD 83(1986)-  32 32 28.67793(N)    111 17 43.29137(W) AD(       ) 1
 CZ0360  NGVD 29 (05/25/90)  582.2    (m)         1910.     (f) GPS OBS        
 CZ0360
 CZ0360.Superseded values are not recommended for survey control.
 CZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0360.See file dsdata.txt to determine how the superseded data were derived.
 CZ0360
 CZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7226700476(NAD 83)
 CZ0360_MARKER: P = PIPE CAP
 CZ0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0360_STAMPING: 1899 NOGLS
 CZ0360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0360+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 CZ0360
 CZ0360  HISTORY     - Date     Condition        Report By
 CZ0360  HISTORY     - UNK      MONUMENTED       USGS
 CZ0360  HISTORY     - 1951     GOOD             NGS
 CZ0360  HISTORY     - 1960     GOOD             NGS
 CZ0360  HISTORY     - 1980     GOOD             NGS
 CZ0360  HISTORY     - 1987     GOOD             NGS
 CZ0360  HISTORY     - 20040603 GOOD             NGS
 CZ0360
 CZ0360                          STATION DESCRIPTION
 CZ0360
 CZ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0360'3.1 MI SE FROM RED ROCK.
 CZ0360'3.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0360'HIGHWAY 84 FROM THE STATION AT RED ROCK, 0.15 MILE SOUTHEAST OF THE
 CZ0360'AVRA RAILROAD STATION, ABOUT MIDWAY BETWEEN TELEGRAPH POLES NUMBER 6
 CZ0360'AND 7, 97 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 62.6
 CZ0360'FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 7, 1 FOOT NORTHWEST OF A
 CZ0360'WITNESS POST, RIVITED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.8
 CZ0360'FOOT ABOVE THE GROUND, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 CZ0360
 CZ0360                          STATION RECOVERY (1960)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0360'RECOVERED IN GOOD CONDITION.
 CZ0360
 CZ0360                          STATION RECOVERY (1980)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0360'47.5 KILOMETERS (29.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0360'COMPANY RAILROAD FROM THE STATION AT TUCSON, MIDWAY BETWEEN TWO
 CZ0360'ROWS OF TELEPHONE AND TELEGRAPH POLES, 29.65 METERS (97.0 FEET)
 CZ0360'SOUTHWEST OF THE SOUTHWEST RAIL, 19.25 METERS (63.1 FEET)
 CZ0360'SOUTHEAST OF TELEGRAPH POLE NUMBER 7, 30.0 METERS (37.4 FEET)
 CZ0360'NORTHWEST OF THE SOUTHWEST ONE OF TWO ORANGE PIPE LINE POSTS
 CZ0360'PROJECTING 1.2 METERS (4 FEET), 11.4 METERS (37.4 FEET)
 CZ0360'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, RIVETED ON TOP
 CZ0360'OF A 3.5 INCH PIPE PROJECTING 23 CM
 CZ0360'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CZ0360'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0360
 CZ0360                          STATION RECOVERY (1987)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0360'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0360'IN GOOD CONDITION.
 CZ0360'
 CZ0360'THE STATION IS LOCATED ABOUT 67.6 KM (42 MI)
 CZ0360'NORTHWEST OF TUCSON,
 CZ0360'10.5 KM (6.5 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ0360'1.4 KM (0.9 MI) SOUTHEAST OF THE SAGUARO STEAM PLANT.
 CZ0360'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0360'
 CZ0360'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0360'RED ROCK ROAD (EXIT 226) WHICH IS ABOUT 0.8 KM (0.5 MI) NORTHEAST
 CZ0360'OF RED ROCK, GO EAST FOR 0.1 KM (0.05 MI) ON RED ROCK ROAD TO A
 CZ0360'STOP SIGN AND THE FRONTAGE ROAD.
 CZ0360'TURN RIGHT AND GO SOUTHEAST FOR 3.0 KM (1.85 MI) ON THE FRONTAGE
 CZ0360'ROAD TO A PAVED ROAD LEFT LEADING TO THE SAGUARO STEAM PLANT.
 CZ0360'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 CZ0360'1.4 KM (0.9 MI) ON THE FRONTAGE ROAD TO THE STATION ON THE LEFT.
 CZ0360'
 CZ0360'THE STATION IS A STANDARD USGS PIPE CAP
 CZ0360'STAMPED---1899 NOGLS---,
 CZ0360'SET ONTO A 3-INCH IRON PIPE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 CZ0360'29.5 METERS (96.8 FT) SOUTHWEST FROM THE WESTERNMOST RAIL OF THE
 CZ0360'RAILROAD TRACKS,
 CZ0360'16.0 METERS (52.5 FT) SOUTHEAST FROM A POWER POLE,
 CZ0360'11.4 METERS (37.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0360'FRONTAGE ROAD AND
 CZ0360'0.6 METERS (1.9 FT) NORTHWEST FROM A METAL WITNESS POST.
 CZ0360'
 CZ0360'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0360'
 CZ0360'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0360'
 CZ0360'DESCRIBED BY G.S. HART.
 CZ0360
 CZ0360                          STATION RECOVERY (2004)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0488 ***********************************************************************
 DV0488  DESIGNATION -  19
 DV0488  PID         -  DV0488
 DV0488  STATE/COUNTY-  AZ/MARICOPA
 DV0488  USGS QUAD   -  PERRYVILLE (1982)
 DV0488
 DV0488                         *CURRENT SURVEY CONTROL
 DV0488  ___________________________________________________________________
 DV0488* NAD 83(1986)-  33 24 29.     (N)    112 23 54.     (W)     SCALED    
 DV0488* NAVD 88     -       279.248  (meters)     916.17   (feet)  ADJUSTED  
 DV0488  ___________________________________________________________________
 DV0488  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0488  DYNAMIC HT  -         278.929 (meters)     915.12  (feet)  COMP
 DV0488  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV0488
 DV0488  VERT ORDER  -  FIRST     CLASS II
 DV0488
 DV0488.The horizontal coordinates were scaled from a topographic map and have
 DV0488.an estimated accuracy of +/- 6 seconds.
 DV0488
 DV0488.The orthometric height was determined by differential leveling
 DV0488.and adjusted by the National Geodetic Survey in November 1993..
 DV0488
 DV0488.The geoid height was determined by GEOID03.
 DV0488
 DV0488.The dynamic height is computed by dividing the NAVD 88
 DV0488.geopotential number by the normal gravity value computed on the
 DV0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0488.degrees latitude (g = 980.6199 gals.).
 DV0488
 DV0488.The modeled gravity was interpolated from observed gravity values.
 DV0488
 DV0488;                    North         East    Units  Estimated Accuracy
 DV0488;SPC AZ C     -   267,110.      168,560.      MT  (+/- 180 meters Scaled)
 DV0488
 DV0488                          SUPERSEDED SURVEY CONTROL
 DV0488
 DV0488  NGVD 29 (??/??/92)  278.587  (m)          914.00   (f) ADJ UNCH    1 2
 DV0488
 DV0488.Superseded values are not recommended for survey control.
 DV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0488.See file dsdata.txt to determine how the superseded data were derived.
 DV0488
 DV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB699973(NAD 83)
 DV0488_MARKER: DD = SURVEY DISK
 DV0488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0488_SP_SET: HEADWALL
 DV0488_STAMPING: 19
 DV0488_MARK LOGO: AZHD  
 DV0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0488+STABILITY: SURFACE MOTION
 DV0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0488+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0488
 DV0488  HISTORY     - Date     Condition        Report By
 DV0488  HISTORY     - UNK      MONUMENTED       AZHD
 DV0488  HISTORY     - 1962     GOOD             NGS
 DV0488  HISTORY     - 19920316 GOOD             NGS
 DV0488
 DV0488                          STATION DESCRIPTION
 DV0488
 DV0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0488'4.1 MI SW FROM AVONDALE.
 DV0488'0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0488'THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 2.5 MILES
 DV0488'SOUTHWEST ALONG U.S. HIGHWAY 80, SET IN THE TOP AND CENTER OF THE
 DV0488'SOUTH HEADWALL OF 10 FOOT CONCRETE BOX CULVERT, 24 FEET SOUTH OF THE
 DV0488'CENTER OF THE HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 DV0488'HIGHWAY.
 DV0488
 DV0488                          STATION RECOVERY (1992)
 DV0488
 DV0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0488'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0488'BUCKEYE, THENCE 19.0 KM (11.80 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV0488'NEAR THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 8.0 M
 DV0488'(26.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.1 M (0.3 FT) ABOVE
 DV0488'THE LEVEL OF THE HIGHWAY.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT
 DV0488'THE DISK WAS STAMPED 19, BUT THE 19 IS PRECAST IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1604 ***********************************************************************
 DV1604  DESIGNATION -  19
 DV1604  PID         -  DV1604
 DV1604  STATE/COUNTY-  AZ/LA PAZ
 DV1604  USGS QUAD   -  BEAR HILLS (1990)
 DV1604
 DV1604                         *CURRENT SURVEY CONTROL
 DV1604  ___________________________________________________________________
 DV1604* NAD 83(1986)-  33 39 38.     (N)    113 59 43.     (W)     SCALED    
 DV1604* NAVD 88     -       477.19   (+/-2cm)    1565.6    (feet)  VERTCON   
 DV1604  ___________________________________________________________________
 DV1604  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1604
 DV1604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1604
 DV1604.The horizontal coordinates were scaled from a topographic map and have
 DV1604.an estimated accuracy of +/- 6 seconds.
 DV1604
 DV1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1604.The vertical order pertains to the NGVD 29 superseded value.
 DV1604
 DV1604.The geoid height was determined by GEOID03.
 DV1604
 DV1604;                    North         East    Units  Estimated Accuracy
 DV1604;SPC AZ W     -   295,040.      190,610.      MT  (+/- 180 meters Scaled)
 DV1604
 DV1604                          SUPERSEDED SURVEY CONTROL
 DV1604
 DV1604  NGVD 29 (??/??/92)  476.48   (m)         1563.3    (f) COMPUTED    2 0
 DV1604
 DV1604.Superseded values are not recommended for survey control.
 DV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1604.See file dsdata.txt to determine how the superseded data were derived.
 DV1604
 DV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC222285(NAD 83)
 DV1604_MARKER: DD = SURVEY DISK
 DV1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1604_STAMPING: 19
 DV1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1604+STABILITY: SURFACE MOTION
 DV1604
 DV1604  HISTORY     - Date     Condition        Report By
 DV1604  HISTORY     - 1962     MONUMENTED       AZHD
 DV1604
 DV1604                          STATION DESCRIPTION
 DV1604
 DV1604'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1604'4.1 MI SW FROM BRENDA.
 DV1604'0.3 MILE WEST-NORTHWEST OF S 395 (2), AN ARIZONA HIGHWAY DEPARTMENT
 DV1604'DISK, STAMPED 19, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1604'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1604'HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL WTNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0846 ***********************************************************************
 DV0846  DESIGNATION -  19
 DV0846  PID         -  DV0846
 DV0846  STATE/COUNTY-  AZ/MARICOPA
 DV0846  USGS QUAD   -  TONOPAH (1984)
 DV0846
 DV0846                         *CURRENT SURVEY CONTROL
 DV0846  ___________________________________________________________________
 DV0846* NAD 83(1986)-  33 29 58.     (N)    112 56 59.     (W)     SCALED    
 DV0846* NAVD 88     -       351.05   (+/-2cm)    1151.7    (feet)  VERTCON   
 DV0846  ___________________________________________________________________
 DV0846  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0846
 DV0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0846
 DV0846.The horizontal coordinates were scaled from a topographic map and have
 DV0846.an estimated accuracy of +/- 6 seconds.
 DV0846
 DV0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0846.The vertical order pertains to the NGVD 29 superseded value.
 DV0846
 DV0846.The geoid height was determined by GEOID03.
 DV0846
 DV0846;                    North         East    Units  Estimated Accuracy
 DV0846;SPC AZ C     -   277,620.      117,370.      MT  (+/- 180 meters Scaled)
 DV0846
 DV0846                          SUPERSEDED SURVEY CONTROL
 DV0846
 DV0846  NGVD 29 (??/??/92)  350.407  (m)         1149.63   (f) ADJ UNCH    2 0
 DV0846
 DV0846.Superseded values are not recommended for survey control.
 DV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0846.See file dsdata.txt to determine how the superseded data were derived.
 DV0846
 DV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC188083(NAD 83)
 DV0846_MARKER: DD = SURVEY DISK
 DV0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0846_STAMPING: 19
 DV0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0846+STABILITY: SURFACE MOTION
 DV0846
 DV0846  HISTORY     - Date     Condition        Report By
 DV0846  HISTORY     - UNK      MONUMENTED       AZHD
 DV0846  HISTORY     - 1962     GOOD             NGS
 DV0846
 DV0846                          STATION DESCRIPTION
 DV0846
 DV0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0846'0.2 MI ESE FROM TONOPAH.
 DV0846'0.2 MILE EAST-SOUTHEAST OF M 415.  AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0846'STAMPED 19, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT
 DV0846'30 FEET SOUTH OF R P 2 P. I. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0081 ***********************************************************************
 ET0081  DESIGNATION -  19
 ET0081  PID         -  ET0081
 ET0081  STATE/COUNTY-  AZ/YAVAPAI
 ET0081  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0081
 ET0081                         *CURRENT SURVEY CONTROL
 ET0081  ___________________________________________________________________
 ET0081* NAD 83(1986)-  34 42 46.     (N)    112 09 06.     (W)     SCALED    
 ET0081* NAVD 88     -      2112.980  (meters)    6932.34   (feet)  POSTED    
 ET0081  ___________________________________________________________________
 ET0081  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0081  DYNAMIC HT  -        2109.970 (meters)    6922.46  (feet)  COMP
 ET0081  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 ET0081
 ET0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0081
 ET0081.The horizontal coordinates were scaled from a topographic map and have
 ET0081.an estimated accuracy of +/- 6 seconds.
 ET0081
 ET0081.The orthometric height was determined by differential leveling
 ET0081.and adjusted by the National Geodetic Survey in November 2005..
 ET0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0081.rate of 1.1 thru 2.0 mm/km.
 ET0081
 ET0081.The geoid height was determined by GEOID03.
 ET0081
 ET0081.The dynamic height is computed by dividing the NAVD 88
 ET0081.geopotential number by the normal gravity value computed on the
 ET0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0081.degrees latitude (g = 980.6199 gals.).
 ET0081
 ET0081.The modeled gravity was interpolated from observed gravity values.
 ET0081
 ET0081;                    North         East    Units  Estimated Accuracy
 ET0081;SPC AZ C     -   411,740.      191,840.      MT  (+/- 180 meters Scaled)
 ET0081
 ET0081                          SUPERSEDED SURVEY CONTROL
 ET0081
 ET0081  NGVD 29 (??/??/92) 2112.042  (m)         6929.26   (f) ADJ UNCH    1 2
 ET0081
 ET0081.Superseded values are not recommended for survey control.
 ET0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0081.See file dsdata.txt to determine how the superseded data were derived.
 ET0081
 ET0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD945417(NAD 83)
 ET0081_MARKER: DD = SURVEY DISK
 ET0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0081_SP_SET: CONCRETE BASE
 ET0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0081
 ET0081  HISTORY     - Date     Condition        Report By
 ET0081  HISTORY     - UNK      MONUMENTED       AZDT
 ET0081  HISTORY     - 1933     GOOD             NGS
 ET0081  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0081
 ET0081                          STATION DESCRIPTION
 ET0081
 ET0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0081'7.3 MI SW FROM JEROME.
 ET0081'AT SIDE OF HIGHWAY, 0.4 MILES NORTH OF MINGUS MOUNTAIN GRADE SUMMIT,
 ET0081'0.3 MILES SOUTH OF STATE HIGHWAY MAINTENACE CAMP, INSIDE OF CURVE, 15
 ET0081'FEET EAST OF HIGHWAY CENTER-LINE, ON CONCRETE BASE OF F.A.P. SIGN.
 ET0081
 ET0081                          STATION RECOVERY (1973)
 ET0081
 ET0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0992 ***********************************************************************
 DU0992  DESIGNATION -  19
 DU0992  PID         -  DU0992
 DU0992  STATE/COUNTY-  AZ/MARICOPA
 DU0992  USGS QUAD   -  GUADALUPE (1982)
 DU0992
 DU0992                         *CURRENT SURVEY CONTROL
 DU0992  ___________________________________________________________________
 DU0992* NAD 83(1986)-  33 16 54.     (N)    111 57 58.     (W)     SCALED    
 DU0992* NAVD 88     -       350.28   (+/-2cm)    1149.2    (feet)  VERTCON   
 DU0992  ___________________________________________________________________
 DU0992  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU0992
 DU0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0992
 DU0992.The horizontal coordinates were scaled from a topographic map and have
 DU0992.an estimated accuracy of +/- 6 seconds.
 DU0992
 DU0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0992.The vertical order pertains to the NGVD 29 superseded value.
 DU0992
 DU0992.The geoid height was determined by GEOID03.
 DU0992
 DU0992;                    North         East    Units  Estimated Accuracy
 DU0992;SPC AZ C     -   252,990.      208,750.      MT  (+/- 180 meters Scaled)
 DU0992
 DU0992                          SUPERSEDED SURVEY CONTROL
 DU0992
 DU0992  NGVD 29 (??/??/92)  349.727  (m)         1147.40   (f) ADJ UNCH    2 0
 DU0992
 DU0992.Superseded values are not recommended for survey control.
 DU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0992.See file dsdata.txt to determine how the superseded data were derived.
 DU0992
 DU0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100829(NAD 83)
 DU0992_MARKER: DD = SURVEY DISK
 DU0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0992_STAMPING: 19 1961
 DU0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0992+STABILITY: SURFACE MOTION
 DU0992
 DU0992  HISTORY     - Date     Condition        Report By
 DU0992  HISTORY     - 1961     MONUMENTED       AZHD
 DU0992  HISTORY     - 1962     GOOD             NGS
 DU0992
 DU0992                          STATION DESCRIPTION
 DU0992
 DU0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0992'8.9 MI SW FROM CHANDLER.
 DU0992'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0992'CO. RAILROAD CROSSING OF CLEVELAND AVE. AT CHANDLER, THENCE 1.8 MILES
 DU0992'SOUTHWEST ALONG ASPHALT PAVED ROAD TO MARICOPA, SET IN THE CENTER OF
 DU0992'THE PROPOSED MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 50 YARDS EAST OF
 DU0992'THE CENTER OF THE ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IS AN
 DU0992'ARIZONA HIGHWAY DEPARTMENT DISK SET IN TOP OF A CONCRETE POST FLUSH
 DU0992'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1571 ***********************************************************************
 DV1571  DESIGNATION -  19 A
 DV1571  PID         -  DV1571
 DV1571  STATE/COUNTY-  AZ/LA PAZ
 DV1571  USGS QUAD   -  HOPE SW (1990)
 DV1571
 DV1571                         *CURRENT SURVEY CONTROL
 DV1571  ___________________________________________________________________
 DV1571* NAD 83(1986)-  33 37 14.     (N)    113 41 28.     (W)     SCALED    
 DV1571* NAVD 88     -       378.18   (+/-2cm)    1240.7    (feet)  VERTCON   
 DV1571  ___________________________________________________________________
 DV1571  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1571
 DV1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1571
 DV1571.The horizontal coordinates were scaled from a topographic map and have
 DV1571.an estimated accuracy of +/- 6 seconds.
 DV1571
 DV1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1571.The vertical order pertains to the NGVD 29 superseded value.
 DV1571
 DV1571.The geoid height was determined by GEOID03.
 DV1571
 DV1571;                    North         East    Units  Estimated Accuracy
 DV1571;SPC AZ W     -   290,580.      218,820.      MT  (+/- 180 meters Scaled)
 DV1571
 DV1571                          SUPERSEDED SURVEY CONTROL
 DV1571
 DV1571  NGVD 29 (??/??/92)  377.512  (m)         1238.55   (f) ADJ UNCH    2 0
 DV1571
 DV1571.Superseded values are not recommended for survey control.
 DV1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1571.See file dsdata.txt to determine how the superseded data were derived.
 DV1571
 DV1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC503233(NAD 83)
 DV1571_MARKER: DD = SURVEY DISK
 DV1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1571_STAMPING: 19 A 1962
 DV1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1571+STABILITY: SURFACE MOTION
 DV1571
 DV1571  HISTORY     - Date     Condition        Report By
 DV1571  HISTORY     - 1962     MONUMENTED       AZHD
 DV1571  HISTORY     - 19870206 GOOD             USGS
 DV1571
 DV1571                          STATION DESCRIPTION
 DV1571
 DV1571'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1571'14.2 MI SW FROM HOPE.
 DV1571'0.5 MILE EAST-SOUTHEAST OF K 396 19, AN ARIZONA HIGHWAY DEPARTMENT
 DV1571'DISK STAMPED 19 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1571'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1571'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1571
 DV1571                          STATION RECOVERY (1987)
 DV1571
 DV1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0809 ***********************************************************************
 FQ0809  DESIGNATION -  19 BKC
 FQ0809  PID         -  FQ0809
 FQ0809  STATE/COUNTY-  AZ/COCONINO
 FQ0809  USGS QUAD   -  WUPATKI SW (1969)
 FQ0809
 FQ0809                         *CURRENT SURVEY CONTROL
 FQ0809  ___________________________________________________________________
 FQ0809* NAD 83(1986)-  35 33 42.     (N)    111 28 10.     (W)     SCALED    
 FQ0809* NAVD 88     -      1650.919  (meters)    5416.39   (feet)  POSTED    
 FQ0809  ___________________________________________________________________
 FQ0809  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0809  DYNAMIC HT  -        1648.780 (meters)    5409.37  (feet)  COMP
 FQ0809  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 FQ0809
 FQ0809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0809
 FQ0809.The horizontal coordinates were scaled from a topographic map and have
 FQ0809.an estimated accuracy of +/- 6 seconds.
 FQ0809
 FQ0809.The orthometric height was determined by differential leveling
 FQ0809.and adjusted by the National Geodetic Survey in 1992..
 FQ0809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0809.rate of 0.0 thru 1.0 mm/km.
 FQ0809
 FQ0809.The geoid height was determined by GEOID03.
 FQ0809
 FQ0809.The dynamic height is computed by dividing the NAVD 88
 FQ0809.geopotential number by the normal gravity value computed on the
 FQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0809.degrees latitude (g = 980.6199 gals.).
 FQ0809
 FQ0809.The modeled gravity was interpolated from observed gravity values.
 FQ0809
 FQ0809;                    North         East    Units  Estimated Accuracy
 FQ0809;SPC AZ C     -   505,980.      253,900.      MT  (+/- 180 meters Scaled)
 FQ0809
 FQ0809                          SUPERSEDED SURVEY CONTROL
 FQ0809
 FQ0809  NGVD 29 (??/??/92) 1650.03   (m)         5413.5    (f) COMPUTED    2 2
 FQ0809
 FQ0809.Superseded values are not recommended for survey control.
 FQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0809.See file dsdata.txt to determine how the superseded data were derived.
 FQ0809
 FQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE574354(NAD 83)
 FQ0809_MARKER: DB = BENCH MARK DISK
 FQ0809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0809_SP_SET: COPPER-CLAD STEEL ROD
 FQ0809_STAMPING: 19 BKC 1968 5413
 FQ0809_MARK LOGO: USGS  
 FQ0809_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0809+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0809
 FQ0809  HISTORY     - Date     Condition        Report By
 FQ0809  HISTORY     - 1968     MONUMENTED       USGS
 FQ0809
 FQ0809                          STATION DESCRIPTION
 FQ0809
 FQ0809'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0809'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0809'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0809'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0809'NATIONAL MONUMENT, THENCE 4.4 MILES EAST ALONG THE MONUMENT ROAD, 59
 FQ0809'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0809'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0809'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1271 ***********************************************************************
 CY1271  DESIGNATION -  19 EMH
 CY1271  PID         -  CY1271
 CY1271  STATE/COUNTY-  AZ/GRAHAM
 CY1271  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1271
 CY1271                         *CURRENT SURVEY CONTROL
 CY1271  ___________________________________________________________________
 CY1271* NAD 83(1986)-  32 36 37.     (N)    109 40 35.     (W)     SCALED    
 CY1271* NAVD 88     -      1173.12   (+/-2cm)    3848.8    (feet)  VERTCON   
 CY1271  ___________________________________________________________________
 CY1271  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY1271
 CY1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1271
 CY1271.The horizontal coordinates were scaled from a topographic map and have
 CY1271.an estimated accuracy of +/- 6 seconds.
 CY1271
 CY1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1271.The vertical order pertains to the NGVD 29 superseded value.
 CY1271
 CY1271.The geoid height was determined by GEOID03.
 CY1271
 CY1271;                    North         East    Units  Estimated Accuracy
 CY1271;SPC AZ E     -   178,640.      259,370.      MT  (+/- 180 meters Scaled)
 CY1271
 CY1271                          SUPERSEDED SURVEY CONTROL
 CY1271
 CY1271  NGVD 29 (??/??/92) 1172.41   (m)         3846.5    (f) COMPUTED    2 0
 CY1271
 CY1271.Superseded values are not recommended for survey control.
 CY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1271.See file dsdata.txt to determine how the superseded data were derived.
 CY1271
 CY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB241088(NAD 83)
 CY1271_MARKER: DB = BENCH MARK DISK
 CY1271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1271_SP_SET: COPPER-CLAD STEEL ROD
 CY1271_STAMPING: 19 EMH 1972 3846
 CY1271_MARK LOGO: USGS  
 CY1271_PROJECTION: FLUSH
 CY1271_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1271+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1271_ROD/PIPE-DEPTH: 6.10 meters
 CY1271
 CY1271  HISTORY     - Date     Condition        Report By
 CY1271  HISTORY     - 1972     MONUMENTED       USGS
 CY1271
 CY1271                          STATION DESCRIPTION
 CY1271
 CY1271'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1271'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1271'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 0.8
 CY1271'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES NORTHEAST OF A ROAD
 CY1271'FORK EAST, 44 FEET NORTH AND ABOUT 1.0 FOOT LOWER THAN THE CENTERLINE
 CY1271'OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A COPPER-COATED
 CY1271'ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0780 ***********************************************************************
 FQ0780  DESIGNATION -  19 HLS
 FQ0780  PID         -  FQ0780
 FQ0780  STATE/COUNTY-  AZ/NAVAJO
 FQ0780  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0780
 FQ0780                         *CURRENT SURVEY CONTROL
 FQ0780  ___________________________________________________________________
 FQ0780* NAD 83(1986)-  35 09 06.     (N)    110 14 24.     (W)     SCALED    
 FQ0780* NAVD 88     -      1584.976  (meters)    5200.04   (feet)  ADJUSTED  
 FQ0780  ___________________________________________________________________
 FQ0780  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0780  DYNAMIC HT  -        1582.857 (meters)    5193.09  (feet)  COMP
 FQ0780  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 FQ0780
 FQ0780  VERT ORDER  -  THIRD
 FQ0780
 FQ0780.The horizontal coordinates were scaled from a topographic map and have
 FQ0780.an estimated accuracy of +/- 6 seconds.
 FQ0780
 FQ0780.The orthometric height was determined by differential leveling
 FQ0780.and adjusted by the National Geodetic Survey in June 1991..
 FQ0780
 FQ0780.The geoid height was determined by GEOID03.
 FQ0780
 FQ0780.The dynamic height is computed by dividing the NAVD 88
 FQ0780.geopotential number by the normal gravity value computed on the
 FQ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0780.degrees latitude (g = 980.6199 gals.).
 FQ0780
 FQ0780.The modeled gravity was interpolated from observed gravity values.
 FQ0780
 FQ0780;                    North         East    Units  Estimated Accuracy
 FQ0780;SPC AZ E     -   460,400.      206,680.      MT  (+/- 180 meters Scaled)
 FQ0780
 FQ0780                          SUPERSEDED SURVEY CONTROL
 FQ0780
 FQ0780.No superseded survey control is available for this station.
 FQ0780
 FQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD692901(NAD 83)
 FQ0780_MARKER: DB = BENCH MARK DISK
 FQ0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0780_SP_SET: COPPER-CLAD STEEL ROD
 FQ0780_STAMPING: 19 HLS 1970 5197
 FQ0780_MARK LOGO: USGS  
 FQ0780_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0780+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0780
 FQ0780  HISTORY     - Date     Condition        Report By
 FQ0780  HISTORY     - 1970     MONUMENTED       USGS
 FQ0780
 FQ0780                          STATION DESCRIPTION
 FQ0780
 FQ0780'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0780'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0780'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0780'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0780'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 3.0 MILE EAST ALONG
 FQ0780'THE ROAD.  OR, FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA,
 FQ0780'PROCEED 6.6 MILES NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES
 FQ0780'NORTH ALONG STATE HIGHWAY 77, THENCE 9.9 MILES WEST ALONG A ROAD, 82
 FQ0780'FEET WEST OF A FENCE CORNER, 29 FEET NORTH OF THE CENTERLINE OF THE
 FQ0780'ROAD, 2 FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0780'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0886 ***********************************************************************
 FQ0886  DESIGNATION -  19 JRH
 FQ0886  PID         -  FQ0886
 FQ0886  STATE/COUNTY-  AZ/COCONINO
 FQ0886  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0886
 FQ0886                         *CURRENT SURVEY CONTROL
 FQ0886  ___________________________________________________________________
 FQ0886* NAD 83(1986)-  35 27 04.     (N)    111 35 28.     (W)     SCALED    
 FQ0886* NAVD 88     -      2003.329  (meters)    6572.59   (feet)  POSTED    
 FQ0886  ___________________________________________________________________
 FQ0886  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0886  DYNAMIC HT  -        2000.610 (meters)    6563.67  (feet)  COMP
 FQ0886  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 FQ0886
 FQ0886  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0886
 FQ0886.The horizontal coordinates were scaled from a topographic map and have
 FQ0886.an estimated accuracy of +/- 6 seconds.
 FQ0886
 FQ0886.The orthometric height was determined by differential leveling
 FQ0886.and adjusted by the National Geodetic Survey in 1992..
 FQ0886.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0886.rate of 0.0 thru 1.0 mm/km.
 FQ0886
 FQ0886.The geoid height was determined by GEOID03.
 FQ0886
 FQ0886.The dynamic height is computed by dividing the NAVD 88
 FQ0886.geopotential number by the normal gravity value computed on the
 FQ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0886.degrees latitude (g = 980.6199 gals.).
 FQ0886
 FQ0886.The modeled gravity was interpolated from observed gravity values.
 FQ0886
 FQ0886;                    North         East    Units  Estimated Accuracy
 FQ0886;SPC AZ C     -   493,670.      242,910.      MT  (+/- 180 meters Scaled)
 FQ0886
 FQ0886                          SUPERSEDED SURVEY CONTROL
 FQ0886
 FQ0886  NGVD 29 (??/??/92) 2002.39   (m)         6569.5    (f) COMPUTED    3 0
 FQ0886
 FQ0886.Superseded values are not recommended for survey control.
 FQ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0886.See file dsdata.txt to determine how the superseded data were derived.
 FQ0886
 FQ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE463232(NAD 83)
 FQ0886_MARKER: DB = BENCH MARK DISK
 FQ0886_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0886_SP_SET: ROCK OUTCROP
 FQ0886_STAMPING: 19 JRH 1959 6569
 FQ0886_MARK LOGO: USGS  
 FQ0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0886+STABILITY: POSITION/ELEVATION WELL
 FQ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0886+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0886
 FQ0886  HISTORY     - Date     Condition        Report By
 FQ0886  HISTORY     - 1959     MONUMENTED       USGS
 FQ0886
 FQ0886                          STATION DESCRIPTION
 FQ0886
 FQ0886'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0886'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0886'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 2.0 MILES
 FQ0886'NORTHWEST, 95 FEET NORTHEAST OF AND 13 FEET HIGHER THAN THE
 FQ0886'CENTERLINE OF THE ROAD, IN A PROMINENT LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0177 ***********************************************************************
 DA0177  DESIGNATION -  19 RS
 DA0177  PID         -  DA0177
 DA0177  STATE/COUNTY-  AZ/PINAL
 DA0177  USGS QUAD   -  KOHATK (1981)
 DA0177
 DA0177                         *CURRENT SURVEY CONTROL
 DA0177  ___________________________________________________________________
 DA0177* NAD 83(1986)-  32 31 25.     (N)    112 04 21.     (W)     SCALED    
 DA0177* NAVD 88     -       547.98   (+/-2cm)    1797.8    (feet)  VERTCON   
 DA0177  ___________________________________________________________________
 DA0177  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0177
 DA0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0177
 DA0177.The horizontal coordinates were scaled from a topographic map and have
 DA0177.an estimated accuracy of +/- 6 seconds.
 DA0177
 DA0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0177.The vertical order pertains to the NGVD 29 superseded value.
 DA0177
 DA0177.The geoid height was determined by GEOID03.
 DA0177
 DA0177;                    North         East    Units  Estimated Accuracy
 DA0177;SPC AZ C     -   168,940.      198,720.      MT  (+/- 180 meters Scaled)
 DA0177
 DA0177                          SUPERSEDED SURVEY CONTROL
 DA0177
 DA0177  NGVD 29 (??/??/92)  547.335  (m)         1795.71   (f) ADJ UNCH    2 0
 DA0177
 DA0177.Superseded values are not recommended for survey control.
 DA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0177.See file dsdata.txt to determine how the superseded data were derived.
 DA0177
 DA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA992989(NAD 83)
 DA0177_MARKER: DD = SURVEY DISK
 DA0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0177_STAMPING: RS19 1796 1939
 DA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0177+STABILITY: SURFACE MOTION
 DA0177
 DA0177  HISTORY     - Date     Condition        Report By
 DA0177  HISTORY     - 1939     MONUMENTED       USGS
 DA0177  HISTORY     - 1952     GOOD             NGS
 DA0177
 DA0177                          STATION DESCRIPTION
 DA0177
 DA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0177'6.5 MI SW FROM QUAJOTE.
 DA0177'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0177'VILLAGE OF QUAJOTE, THENCE 3.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0177'0.2 MILE SOUTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING WEST, 41
 DA0177'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHWEST OF
 DA0177'THE NORTH BANK OF A SMALL EASTWEST WASH, 1.3 FEET NORTHWEST OF A
 DA0177'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 DA0177'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0178 ***********************************************************************
 DA0178  DESIGNATION -  19 RS RM
 DA0178  PID         -  DA0178
 DA0178  STATE/COUNTY-  AZ/PINAL
 DA0178  USGS QUAD   -  KOHATK (1981)
 DA0178
 DA0178                         *CURRENT SURVEY CONTROL
 DA0178  ___________________________________________________________________
 DA0178* NAD 83(1986)-  32 31 26.     (N)    112 04 23.     (W)     SCALED    
 DA0178* NAVD 88     -       548.26   (+/-2cm)    1798.7    (feet)  VERTCON   
 DA0178  ___________________________________________________________________
 DA0178  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0178
 DA0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0178
 DA0178.The horizontal coordinates were scaled from a topographic map and have
 DA0178.an estimated accuracy of +/- 6 seconds.
 DA0178
 DA0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0178.The vertical order pertains to the NGVD 29 superseded value.
 DA0178
 DA0178.The geoid height was determined by GEOID03.
 DA0178
 DA0178;                    North         East    Units  Estimated Accuracy
 DA0178;SPC AZ C     -   168,970.      198,670.      MT  (+/- 180 meters Scaled)
 DA0178
 DA0178                          SUPERSEDED SURVEY CONTROL
 DA0178
 DA0178  NGVD 29 (??/??/92)  547.619  (m)         1796.65   (f) ADJ UNCH    2 0
 DA0178
 DA0178.Superseded values are not recommended for survey control.
 DA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0178.See file dsdata.txt to determine how the superseded data were derived.
 DA0178
 DA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA992990(NAD 83)
 DA0178_MARKER: B = BOLT
 DA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0178+STABILITY: SURFACE MOTION
 DA0178
 DA0178  HISTORY     - Date     Condition        Report By
 DA0178  HISTORY     - UNK      MONUMENTED       USGS
 DA0178  HISTORY     - 1952     GOOD             NGS
 DA0178
 DA0178                          STATION DESCRIPTION
 DA0178
 DA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0178'6.5 MI SW FROM QUAJOTE.
 DA0178'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0178'VILLAGE OF QUAJOTE, THENCE 3.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0178'98.0 FEET NORTHWEST OF BM R.S.19 (UNITED STATES GEOLOGICAL SURVEY), 51
 DA0178'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AN IRON BOLT SET IN
 DA0178'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 DA0178'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1511 ***********************************************************************
 CZ1511  DESIGNATION -  19 WBC
 CZ1511  PID         -  CZ1511
 CZ1511  STATE/COUNTY-  AZ/PINAL
 CZ1511  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1511
 CZ1511                         *CURRENT SURVEY CONTROL
 CZ1511  ___________________________________________________________________
 CZ1511* NAD 83(1986)-  32 48 33.     (N)    111 38 54.     (W)     SCALED    
 CZ1511* NAVD 88     -       452.233  (meters)    1483.70   (feet)  ADJUSTED  
 CZ1511  ___________________________________________________________________
 CZ1511  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1511  DYNAMIC HT  -         451.676 (meters)    1481.87  (feet)  COMP
 CZ1511  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 CZ1511  OBS GRAVITY -     979,389.7   (mgal)                       GRAV_OBS
 CZ1511
 CZ1511  VERT ORDER  -  FIRST     CLASS II
 CZ1511
 CZ1511.The horizontal coordinates were scaled from a topographic map and have
 CZ1511.an estimated accuracy of +/- 6 seconds.
 CZ1511
 CZ1511.The orthometric height was determined by differential leveling
 CZ1511.and adjusted by the National Geodetic Survey in November 1993..
 CZ1511
 CZ1511.The geoid height was determined by GEOID03.
 CZ1511
 CZ1511.The dynamic height is computed by dividing the NAVD 88
 CZ1511.geopotential number by the normal gravity value computed on the
 CZ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1511.degrees latitude (g = 980.6199 gals.).
 CZ1511
 CZ1511.The modeled gravity was interpolated from observed gravity values.
 CZ1511.The observed gravity was obtained from relative gravimeter ties
 CZ1511.to the IGSN71 gravity network.
 CZ1511
 CZ1511;                    North         East    Units  Estimated Accuracy
 CZ1511;SPC AZ C     -   200,620.      238,490.      MT  (+/- 180 meters Scaled)
 CZ1511
 CZ1511                          SUPERSEDED SURVEY CONTROL
 CZ1511
 CZ1511  NAVD 88 (06/15/91)  452.355  (m)         1484.10   (f) UNKNOWN     1 2
 CZ1511
 CZ1511.Superseded values are not recommended for survey control.
 CZ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1511.See file dsdata.txt to determine how the superseded data were derived.
 CZ1511
 CZ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393303(NAD 83)
 CZ1511_MARKER: DD = SURVEY DISK
 CZ1511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1511_SP_SET: BRIDGE ABUTMENT
 CZ1511_STAMPING: 19 WBC 1977 1483
 CZ1511_MARK LOGO: USGS  
 CZ1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1511+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1511
 CZ1511  HISTORY     - Date     Condition        Report By
 CZ1511  HISTORY     - 1977     MONUMENTED       USGS
 CZ1511  HISTORY     - 1980     GOOD             NGS
 CZ1511  HISTORY     - 1984     GOOD             NGS
 CZ1511  HISTORY     - 19911205 GOOD             NGS
 CZ1511  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1511
 CZ1511                          STATION DESCRIPTION
 CZ1511
 CZ1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1511'12.5 KM SE FROM CASA GRANDE.
 CZ1511'THE MARK IS 0.3 M BELOW THE TRACKS.
 CZ1511'12.5 KILOMETERS (7.75 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1511'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE
 CZ1511'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A SMALL RAILROAD BRIDGE
 CZ1511'926.52, 2.1 METERS (7 FEET) SOUTHWEST OF THE SOUTHWEST RAIL.
 CZ1511
 CZ1511                          STATION RECOVERY (1984)
 CZ1511
 CZ1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1511'RECOVERED IN GOOD CONDITION.
 CZ1511
 CZ1511                          STATION RECOVERY (1991)
 CZ1511
 CZ1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1511'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1511'ELOY, THENCE 10.9 KM (6.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1511'IN TOP OF AND 1.4 M (4.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 CZ1511'SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN PACIFIC RAILROAD BRIDGE
 CZ1511'NUMBER 926.52, 44.1 M (144.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 CZ1511'2.0 M (6.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW
 CZ1511'THE LEVEL OF THE TRACK.
 CZ1511
 CZ1511                          STATION RECOVERY (2006)
 CZ1511
 CZ1511'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0519 ***********************************************************************
 GQ0519  DESIGNATION -  190 DOR
 GQ0519  PID         -  GQ0519
 GQ0519  STATE/COUNTY-  AZ/MOHAVE
 GQ0519  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0519
 GQ0519                         *CURRENT SURVEY CONTROL
 GQ0519  ___________________________________________________________________
 GQ0519* NAD 83(1986)-  36 15 57.     (N)    113 52 28.     (W)     SCALED    
 GQ0519* NAVD 88     -       695.392  (meters)    2281.47   (feet)  POSTED    
 GQ0519  ___________________________________________________________________
 GQ0519  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 GQ0519  DYNAMIC HT  -         694.660 (meters)    2279.06  (feet)  COMP
 GQ0519  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 GQ0519
 GQ0519  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0519
 GQ0519.The horizontal coordinates were scaled from a topographic map and have
 GQ0519.an estimated accuracy of +/- 6 seconds.
 GQ0519
 GQ0519.The orthometric height was determined by differential leveling
 GQ0519.and adjusted by the National Geodetic Survey in 1992..
 GQ0519.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0519.rate of 0.0 thru 1.0 mm/km.
 GQ0519
 GQ0519.The geoid height was determined by GEOID03.
 GQ0519
 GQ0519.The dynamic height is computed by dividing the NAVD 88
 GQ0519.geopotential number by the normal gravity value computed on the
 GQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0519.degrees latitude (g = 980.6199 gals.).
 GQ0519
 GQ0519.The modeled gravity was interpolated from observed gravity values.
 GQ0519
 GQ0519;                    North         East    Units  Estimated Accuracy
 GQ0519;SPC AZ W     -   584,030.      202,180.      MT  (+/- 180 meters Scaled)
 GQ0519
 GQ0519                          SUPERSEDED SURVEY CONTROL
 GQ0519
 GQ0519  NGVD 29 (??/??/92)  694.68   (m)         2279.1    (f) COMPUTED    3 0
 GQ0519
 GQ0519.Superseded values are not recommended for survey control.
 GQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0519.See file dsdata.txt to determine how the superseded data were derived.
 GQ0519
 GQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF417172(NAD 83)
 GQ0519_MARKER: DB = BENCH MARK DISK
 GQ0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0519_SP_SET: COPPER-CLAD STEEL ROD
 GQ0519_STAMPING: 190 DOR 1970 2279
 GQ0519_MARK LOGO: USGS  
 GQ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0519
 GQ0519  HISTORY     - Date     Condition        Report By
 GQ0519  HISTORY     - 1970     MONUMENTED       USGS
 GQ0519
 GQ0519                          STATION DESCRIPTION
 GQ0519
 GQ0519'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0519'152.2 KM (94.60 MI) SSW FROM ST GEORGE UT.
 GQ0519'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0519'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0519'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0519'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0519'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0519'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0519'MESQUITE, THENCE 7.7 MILES WEST, 0.4 MILES EAST OF A USBLM BRASS CAP
 GQ0519'STAMPED T33N R15W S10 S11 S15 S14 1970, 30 FEET NORTHEAST OF THE
 GQ0519'ROAD.  ROD DEPTH UNKNOWN.
 GQ0519'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0519'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0040 ***********************************************************************
 CZ0040  DESIGNATION -  190+20.96
 CZ0040  PID         -  CZ0040
 CZ0040  STATE/COUNTY-  AZ/PIMA
 CZ0040  USGS QUAD   -  TUCSON (1992)
 CZ0040
 CZ0040                         *CURRENT SURVEY CONTROL
 CZ0040  ___________________________________________________________________
 CZ0040* NAD 83(1986)-  32 13 38.     (N)    110 58 55.     (W)     SCALED    
 CZ0040* NAVD 88     -       712.98   (+/-2cm)    2339.2    (feet)  VERTCON   
 CZ0040  ___________________________________________________________________
 CZ0040  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0040
 CZ0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0040
 CZ0040.The horizontal coordinates were scaled from a topographic map and have
 CZ0040.an estimated accuracy of +/- 6 seconds.
 CZ0040
 CZ0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0040.The vertical order pertains to the NGVD 29 superseded value.
 CZ0040
 CZ0040.The geoid height was determined by GEOID03.
 CZ0040
 CZ0040;                    North         East    Units  Estimated Accuracy
 CZ0040;SPC AZ C     -   136,440.      301,460.      MT  (+/- 180 meters Scaled)
 CZ0040
 CZ0040                          SUPERSEDED SURVEY CONTROL
 CZ0040
 CZ0040  NGVD 29 (??/??/92)  712.315  (m)         2336.99   (f) ADJ UNCH    1 2
 CZ0040
 CZ0040.Superseded values are not recommended for survey control.
 CZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0040.See file dsdata.txt to determine how the superseded data were derived.
 CZ0040
 CZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA017656(NAD 83)
 CZ0040_MARKER: DD = SURVEY DISK
 CZ0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0040_SP_SET: BRIDGE
 CZ0040_STAMPING: 2337.76 1951 SB 190+20.96
 CZ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0040
 CZ0040  HISTORY     - Date     Condition        Report By
 CZ0040  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0040  HISTORY     - 1951     GOOD             NGS
 CZ0040  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0040
 CZ0040                          STATION DESCRIPTION
 CZ0040
 CZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0040'1.3 MI NW FROM TUCSON.
 CZ0040'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0040'STATION, THENCE 0.4 MILE NORTH ALONG TUCSON ACCESS FREEWAY, 0.1 MILE
 CZ0040'SOUTHEAST OF THE INTERSECTION OF TUCSON ACCESS FREEWAY AND ST MARYS
 CZ0040'ROAD, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST HEADWALL OF A
 CZ0040'CONCRETE HIGHWAY BRIDGE OVER A CREEK, 0.1 MILE EAST OF SANTA CRUZ
 CZ0040'RIVER, 30 1/2 FEET WEST OF THE HIGHWAY CENTERLINE AND ABOUT 1 FOOT
 CZ0040'LOWER THAN THE HIGHWAY.
 CZ0040
 CZ0040                          STATION RECOVERY (1980)
 CZ0040
 CZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0040'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL FOUND HAD
 CZ0040'A HIGHWAY DISK STAMPED 1966.  THE ORIGINAL MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0082 ***********************************************************************
 EU0082  DESIGNATION -  1902.986
 EU0082  PID         -  EU0082
 EU0082  STATE/COUNTY-  AZ/MOHAVE
 EU0082  USGS QUAD   -  YUCCA NW (1970)
 EU0082
 EU0082                         *CURRENT SURVEY CONTROL
 EU0082  ___________________________________________________________________
 EU0082* NAD 83(1986)-  34 54 07.     (N)    114 09 17.     (W)     SCALED    
 EU0082* NAVD 88     -       580.723  (meters)    1905.26   (feet)  ADJUSTED  
 EU0082  ___________________________________________________________________
 EU0082  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EU0082  DYNAMIC HT  -         580.073 (meters)    1903.12  (feet)  COMP
 EU0082  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 EU0082  OBS GRAVITY -     979,496.0   (mgal)                       GRAV_OBS
 EU0082
 EU0082  VERT ORDER  -  FIRST     CLASS II
 EU0082
 EU0082.The horizontal coordinates were scaled from a topographic map and have
 EU0082.an estimated accuracy of +/- 6 seconds.
 EU0082
 EU0082.The orthometric height was determined by differential leveling
 EU0082.and adjusted by the National Geodetic Survey in June 1991..
 EU0082
 EU0082.The geoid height was determined by GEOID03.
 EU0082
 EU0082.The dynamic height is computed by dividing the NAVD 88
 EU0082.geopotential number by the normal gravity value computed on the
 EU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0082.degrees latitude (g = 980.6199 gals.).
 EU0082
 EU0082.The modeled gravity was interpolated from observed gravity values.
 EU0082.The observed gravity was obtained from relative gravimeter ties
 EU0082.to the IGSN71 gravity network.
 EU0082
 EU0082;                    North         East    Units  Estimated Accuracy
 EU0082;SPC AZ W     -   432,790.      176,370.      MT  (+/- 180 meters Scaled)
 EU0082
 EU0082                          SUPERSEDED SURVEY CONTROL
 EU0082
 EU0082  NGVD 29 (??/??/??)  579.996  (m)         1902.87   (f) ADJUSTED    1 2
 EU0082
 EU0082.Superseded values are not recommended for survey control.
 EU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0082.See file dsdata.txt to determine how the superseded data were derived.
 EU0082
 EU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU599658(NAD 83)
 EU0082_MARKER: DD = SURVEY DISK
 EU0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0082_SP_SET: BRIDGE CURB
 EU0082_STAMPING: 1902.986 1469-2871 1952
 EU0082_MARK LOGO: AZHD  
 EU0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0082
 EU0082  HISTORY     - Date     Condition        Report By
 EU0082  HISTORY     - 1952     MONUMENTED       AZHD
 EU0082  HISTORY     - 1961     GOOD             NGS
 EU0082  HISTORY     - 1981     GOOD             NGS
 EU0082
 EU0082                          STATION DESCRIPTION
 EU0082
 EU0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0082'2.6 MI NE FROM YUCCA.
 EU0082'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0082'THENCE 2.23 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP OF
 EU0082'THE NORTH END OF THE EAST CURB OF A 125 FOOT CONCRETE BRIDGE OVER
 EU0082'ROCK CREEK, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 EU0082'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0082
 EU0082                          STATION RECOVERY (1981)
 EU0082
 EU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0082'4.3 KM (2.7 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0082'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 EU0082'ROCK CREEK, IN TOP OF THE NORTH END OF THE EAST CURB, 4.6 METERS
 EU0082'(15 FT) EAST OF THE CENTERLINE OF THE EAST BOUND LANES.
 EU0082'THE MARK IS 0.3 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0081 ***********************************************************************
 EU0081  DESIGNATION -  1903.888
 EU0081  PID         -  EU0081
 EU0081  STATE/COUNTY-  AZ/MOHAVE
 EU0081  USGS QUAD   -  YUCCA NW (1970)
 EU0081
 EU0081                         *CURRENT SURVEY CONTROL
 EU0081  ___________________________________________________________________
 EU0081* NAD 83(1986)-  34 53 19.     (N)    114 09 08.     (W)     SCALED    
 EU0081* NAVD 88     -       581.024  (meters)    1906.24   (feet)  ADJUSTED  
 EU0081  ___________________________________________________________________
 EU0081  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EU0081  DYNAMIC HT  -         580.372 (meters)    1904.10  (feet)  COMP
 EU0081  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0081
 EU0081  VERT ORDER  -  FIRST     CLASS II
 EU0081
 EU0081.The horizontal coordinates were scaled from a topographic map and have
 EU0081.an estimated accuracy of +/- 6 seconds.
 EU0081
 EU0081.The orthometric height was determined by differential leveling
 EU0081.and adjusted by the National Geodetic Survey in June 1991..
 EU0081
 EU0081.The geoid height was determined by GEOID03.
 EU0081
 EU0081.The dynamic height is computed by dividing the NAVD 88
 EU0081.geopotential number by the normal gravity value computed on the
 EU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0081.degrees latitude (g = 980.6199 gals.).
 EU0081
 EU0081.The modeled gravity was interpolated from observed gravity values.
 EU0081
 EU0081;                    North         East    Units  Estimated Accuracy
 EU0081;SPC AZ W     -   431,310.      176,600.      MT  (+/- 180 meters Scaled)
 EU0081
 EU0081                          SUPERSEDED SURVEY CONTROL
 EU0081
 EU0081  NGVD 29 (??/??/??)  580.293  (m)         1903.84   (f) ADJUSTED    1 2
 EU0081
 EU0081.Superseded values are not recommended for survey control.
 EU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0081.See file dsdata.txt to determine how the superseded data were derived.
 EU0081
 EU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602643(NAD 83)
 EU0081_MARKER: DD = SURVEY DISK
 EU0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0081_SP_SET: BRIDGE CURB
 EU0081_STAMPING: 1903.888 1418X5138 1952
 EU0081_MARK LOGO: AZHD  
 EU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0081
 EU0081  HISTORY     - Date     Condition        Report By
 EU0081  HISTORY     - 1952     MONUMENTED       AZHD
 EU0081  HISTORY     - 1961     GOOD             NGS
 EU0081  HISTORY     - 1981     GOOD             NGS
 EU0081
 EU0081                          STATION DESCRIPTION
 EU0081
 EU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0081'1.6 MI N FROM YUCCA.
 EU0081'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0081'YUCCA, THENCE 1.3 MILES NORTH ALONG U.S. HIGHWAY 66, IN THE
 EU0081'U.S. HIGHWAY 66 OVER PASS OVER THE ATCHISON, TOPEKA AND SANTA
 EU0081'FE RAILWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 EU0081'CURBING OF THE 230 FOOT CONCRETE BRIDGE OVER THE ATCHISON, TOPEKA
 EU0081'AND SANTA FE RAILWAY, 15 FEET WEST OF THE CENTER LINE OF U.S.
 EU0081'HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0081
 EU0081                          STATION RECOVERY (1981)
 EU0081
 EU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0081'2.9 KM (1.8 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0081'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT THE WEST BOUND
 EU0081'TRAFFIC LANES BRIDGE OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EU0081'IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CURB, 0.1 KM (0.05 MI)
 EU0081'SOUTHEAST OF MILEPOST 27, 4.6 METERS (15 FT) SOUTHWEST OF THE
 EU0081'CENTERLINE OF THE WEST BOUND LANES.
 EU0081'THE MARK IS 0.3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1112 ***********************************************************************
 DU1112  DESIGNATION -  1909+28
 DU1112  PID         -  DU1112
 DU1112  STATE/COUNTY-  AZ/GRAHAM
 DU1112  USGS QUAD   -  CALVA (1989)
 DU1112
 DU1112                         *CURRENT SURVEY CONTROL
 DU1112  ___________________________________________________________________
 DU1112* NAD 83(1986)-  33 09 44.     (N)    110 07 56.     (W)     SCALED    
 DU1112* NAVD 88     -       789.290  (meters)    2589.53   (feet)  ADJUSTED  
 DU1112  ___________________________________________________________________
 DU1112  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU1112  DYNAMIC HT  -         788.218 (meters)    2586.01  (feet)  COMP
 DU1112  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DU1112
 DU1112  VERT ORDER  -  FIRST     CLASS II
 DU1112
 DU1112.The horizontal coordinates were scaled from a topographic map and have
 DU1112.an estimated accuracy of +/- 6 seconds.
 DU1112
 DU1112.The orthometric height was determined by differential leveling
 DU1112.and adjusted by the National Geodetic Survey in June 1991..
 DU1112
 DU1112.The geoid height was determined by GEOID03.
 DU1112
 DU1112.The dynamic height is computed by dividing the NAVD 88
 DU1112.geopotential number by the normal gravity value computed on the
 DU1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1112.degrees latitude (g = 980.6199 gals.).
 DU1112
 DU1112.The modeled gravity was interpolated from observed gravity values.
 DU1112
 DU1112;                    North         East    Units  Estimated Accuracy
 DU1112;SPC AZ E     -   239,740.      216,570.      MT  (+/- 180 meters Scaled)
 DU1112
 DU1112                          SUPERSEDED SURVEY CONTROL
 DU1112
 DU1112.No superseded survey control is available for this station.
 DU1112
 DU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB809696(NAD 83)
 DU1112_MARKER: DD = SURVEY DISK
 DU1112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1112_SP_SET: BRIDGE ABUTMENT
 DU1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1112
 DU1112  HISTORY     - Date     Condition        Report By
 DU1112  HISTORY     - UNK      MONUMENTED       AZHD
 DU1112  HISTORY     - 1979     GOOD             NGS
 DU1112
 DU1112                          STATION DESCRIPTION
 DU1112
 DU1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1112'5.3 KM NW FROM BYLAS.
 DU1112'5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1112'POST OFFICE IN BYLAS, SET IN THE TOP OF THE CURB AT THE NORTHEAST
 DU1112'END OF THE SOUTHEAST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER THE
 DU1112'GILA RIVER, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 DU1112'HIGHWAY AND 2.6 METERS (8.5 FEET) NORTHWEST OF THE SOUTHEAST END OF
 DU1112'THE CURB.
 DU1112'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0165 ***********************************************************************
 GQ0165  DESIGNATION -  191
 GQ0165  PID         -  GQ0165
 GQ0165  STATE/COUNTY-  AZ/MOHAVE
 GQ0165  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0165
 GQ0165                         *CURRENT SURVEY CONTROL
 GQ0165  ___________________________________________________________________
 GQ0165* NAD 83(1986)-  36 54 28.     (N)    113 53 53.     (W)     SCALED    
 GQ0165* NAVD 88     -       584.885  (meters)    1918.91   (feet)  POSTED    
 GQ0165  ___________________________________________________________________
 GQ0165  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 GQ0165  DYNAMIC HT  -         584.300 (meters)    1916.99  (feet)  COMP
 GQ0165  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 GQ0165
 GQ0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0165
 GQ0165.The horizontal coordinates were scaled from a topographic map and have
 GQ0165.an estimated accuracy of +/- 6 seconds.
 GQ0165
 GQ0165.The orthometric height was determined by differential leveling
 GQ0165.and adjusted by the National Geodetic Survey in 1992..
 GQ0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0165.rate of 1.1 thru 2.0 mm/km.
 GQ0165
 GQ0165.The geoid height was determined by GEOID03.
 GQ0165
 GQ0165.The dynamic height is computed by dividing the NAVD 88
 GQ0165.geopotential number by the normal gravity value computed on the
 GQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0165.degrees latitude (g = 980.6199 gals.).
 GQ0165
 GQ0165.The modeled gravity was interpolated from observed gravity values.
 GQ0165
 GQ0165;                    North         East    Units  Estimated Accuracy
 GQ0165;SPC AZ W     -   655,270.      200,170.      MT  (+/- 180 meters Scaled)
 GQ0165
 GQ0165                          SUPERSEDED SURVEY CONTROL
 GQ0165
 GQ0165  NGVD 29 (??/??/92)  584.125  (m)         1916.42   (f) ADJ UNCH    2 0
 GQ0165
 GQ0165.Superseded values are not recommended for survey control.
 GQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0165.See file dsdata.txt to determine how the superseded data were derived.
 GQ0165
 GQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF418885(NAD 83)
 GQ0165_MARKER: P = PIPE CAP
 GQ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0165_STAMPING: T41N R15W S33 S34 T40N 1912
 GQ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0165
 GQ0165  HISTORY     - Date     Condition        Report By
 GQ0165  HISTORY     - 1912     MONUMENTED       USGS
 GQ0165  HISTORY     - 1960     GOOD             NGS
 GQ0165  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0165
 GQ0165                          STATION DESCRIPTION
 GQ0165
 GQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0165'2.5 MI NE FROM LITTLEFIELD.
 GQ0165'0.2 MILES NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, TO
 GQ0165'TRAIL ROAD LEADING NORTHEAST, THENCE 2.3 MILES NORTHEAST ON TRAIL ROAD
 GQ0165'THAT CROSSES THE VIRGIN RIVER TO THE MARK, ABOUT 510 FEET SOUTH OF THE
 GQ0165'TRAIL ROAD, 2 FEET SOUTH OF A LONE WOODEN FENCE POST, THE MARK IS A
 GQ0165'BRONZE CAP RIVETED TO A 3-INCH PIPE PROJECTING 8 INCHES.
 GQ0165
 GQ0165                          STATION RECOVERY (1982)
 GQ0165
 GQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0520 ***********************************************************************
 GQ0520  DESIGNATION -  191 DOR
 GQ0520  PID         -  GQ0520
 GQ0520  STATE/COUNTY-  AZ/MOHAVE
 GQ0520  USGS QUAD   -  GYP HILLS (1971)
 GQ0520
 GQ0520                         *CURRENT SURVEY CONTROL
 GQ0520  ___________________________________________________________________
 GQ0520* NAD 83(1986)-  36 16 20.     (N)    113 53 23.     (W)     SCALED    
 GQ0520* NAVD 88     -       637.287  (meters)    2090.83   (feet)  POSTED    
 GQ0520  ___________________________________________________________________
 GQ0520  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GQ0520  DYNAMIC HT  -         636.620 (meters)    2088.64  (feet)  COMP
 GQ0520  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 GQ0520
 GQ0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0520
 GQ0520.The horizontal coordinates were scaled from a topographic map and have
 GQ0520.an estimated accuracy of +/- 6 seconds.
 GQ0520
 GQ0520.The orthometric height was determined by differential leveling
 GQ0520.and adjusted by the National Geodetic Survey in 1992..
 GQ0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0520.rate of 0.0 thru 1.0 mm/km.
 GQ0520
 GQ0520.The geoid height was determined by GEOID03.
 GQ0520
 GQ0520.The dynamic height is computed by dividing the NAVD 88
 GQ0520.geopotential number by the normal gravity value computed on the
 GQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0520.degrees latitude (g = 980.6199 gals.).
 GQ0520
 GQ0520.The modeled gravity was interpolated from observed gravity values.
 GQ0520
 GQ0520;                    North         East    Units  Estimated Accuracy
 GQ0520;SPC AZ W     -   584,750.      200,810.      MT  (+/- 180 meters Scaled)
 GQ0520
 GQ0520                          SUPERSEDED SURVEY CONTROL
 GQ0520
 GQ0520  NGVD 29 (??/??/92)  636.58   (m)         2088.5    (f) COMPUTED    3 0
 GQ0520
 GQ0520.Superseded values are not recommended for survey control.
 GQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0520.See file dsdata.txt to determine how the superseded data were derived.
 GQ0520
 GQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF404180(NAD 83)
 GQ0520_MARKER: DB = BENCH MARK DISK
 GQ0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0520_SP_SET: COPPER-CLAD STEEL ROD
 GQ0520_STAMPING: 191 DOR 1970 2088
 GQ0520_MARK LOGO: USGS  
 GQ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0520
 GQ0520  HISTORY     - Date     Condition        Report By
 GQ0520  HISTORY     - 1970     MONUMENTED       USGS
 GQ0520
 GQ0520                          STATION DESCRIPTION
 GQ0520
 GQ0520'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0520'154.0 KM (95.70 MI) SSW FROM ST GEORGE UT.
 GQ0520'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0520'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0520'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0520'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0520'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0520'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0520'MESQUITE, THENCE 8.8 MILES WEST, 35 FEET NORTHWEST OF THE ROAD.  ROD
 GQ0520'DEPTH UNKNOWN.
 GQ0520'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0520'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0052 ***********************************************************************
 DU0052  DESIGNATION -  191+30
 DU0052  PID         -  DU0052
 DU0052  STATE/COUNTY-  AZ/GILA
 DU0052  USGS QUAD   -  CARRIZO (1978)
 DU0052
 DU0052                         *CURRENT SURVEY CONTROL
 DU0052  ___________________________________________________________________
 DU0052* NAD 83(1986)-  33 57 27.     (N)    110 19 51.     (W)     SCALED    
 DU0052* NAVD 88     -      1624.671  (meters)    5330.27   (feet)  ADJUSTED  
 DU0052  ___________________________________________________________________
 DU0052  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DU0052  DYNAMIC HT  -        1622.342 (meters)    5322.63  (feet)  COMP
 DU0052  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 DU0052
 DU0052  VERT ORDER  -  FIRST     CLASS II
 DU0052
 DU0052.The horizontal coordinates were scaled from a topographic map and have
 DU0052.an estimated accuracy of +/- 6 seconds.
 DU0052
 DU0052.The orthometric height was determined by differential leveling
 DU0052.and adjusted by the National Geodetic Survey in June 1991..
 DU0052
 DU0052.The geoid height was determined by GEOID03.
 DU0052
 DU0052.The dynamic height is computed by dividing the NAVD 88
 DU0052.geopotential number by the normal gravity value computed on the
 DU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0052.degrees latitude (g = 980.6199 gals.).
 DU0052
 DU0052.The modeled gravity was interpolated from observed gravity values.
 DU0052
 DU0052;                    North         East    Units  Estimated Accuracy
 DU0052;SPC AZ E     -   327,950.      198,190.      MT  (+/- 180 meters Scaled)
 DU0052
 DU0052                          SUPERSEDED SURVEY CONTROL
 DU0052
 DU0052  NGVD 29 (??/??/92) 1623.902  (m)         5327.75   (f) ADJ UNCH    1 2
 DU0052
 DU0052.Superseded values are not recommended for survey control.
 DU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0052.See file dsdata.txt to determine how the superseded data were derived.
 DU0052
 DU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC618576(NAD 83)
 DU0052_MARKER: DD = SURVEY DISK
 DU0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0052_SP_SET: CULVERT
 DU0052_STAMPING: 191+30 5802 60 32 KSM 1947
 DU0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0052
 DU0052  HISTORY     - Date     Condition        Report By
 DU0052  HISTORY     - 1947     MONUMENTED       AZHD
 DU0052  HISTORY     - 1960     GOOD             NGS
 DU0052  HISTORY     - 1967     GOOD             DOD
 DU0052  HISTORY     - 1979     GOOD             NGS
 DU0052
 DU0052                          STATION DESCRIPTION
 DU0052
 DU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0052'30.6 MI SW FROM SHOW LOW.
 DU0052'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0052'SHOW LOW, THENCE 30.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0052'HIGHWAY 77, ABOUT 0.05 MILE NORTH OF THE JUNCTION OF CIBECUE ROAD, IN
 DU0052'THE CENTER OF THE TOP OF A CONCRETE HEADWALL OF A 30-INCH CULVERT
 DU0052'UNDER AN OLD PORTION OF THE HIGHWAY, 51 1/2 WEST OF THE CENTER LINE OF
 DU0052'THE PRESENT HIGHWAY, 48 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE
 DU0052'HIGHWAY.
 DU0052
 DU0052                          STATION RECOVERY (1967)
 DU0052
 DU0052'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0052'RECOVERED IN GOOD CONDITION.
 DU0052
 DU0052                          STATION RECOVERY (1979)
 DU0052
 DU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0052'ADD=0.2 MILE SOUTHWEST OF MILE POST 312.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0327 ***********************************************************************
 DA0327  DESIGNATION -  191+75
 DA0327  PID         -  DA0327
 DA0327  STATE/COUNTY-  AZ/PIMA
 DA0327  USGS QUAD   -  AJO SOUTH (1990)
 DA0327
 DA0327                         *CURRENT SURVEY CONTROL
 DA0327  ___________________________________________________________________
 DA0327* NAD 83(1986)-  32 20 50.     (N)    112 48 46.     (W)     SCALED    
 DA0327* NAVD 88     -       512.341  (meters)    1680.91   (feet)  ADJUSTED  
 DA0327  ___________________________________________________________________
 DA0327  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0327  DYNAMIC HT  -         511.683 (meters)    1678.75  (feet)  COMP
 DA0327  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 DA0327
 DA0327  VERT ORDER  -  FIRST     CLASS II
 DA0327
 DA0327.The horizontal coordinates were scaled from a topographic map and have
 DA0327.an estimated accuracy of +/- 6 seconds.
 DA0327
 DA0327.The orthometric height was determined by differential leveling
 DA0327.and adjusted by the National Geodetic Survey in June 1991..
 DA0327
 DA0327.The geoid height was determined by GEOID03.
 DA0327
 DA0327.The dynamic height is computed by dividing the NAVD 88
 DA0327.geopotential number by the normal gravity value computed on the
 DA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0327.degrees latitude (g = 980.6199 gals.).
 DA0327
 DA0327.The modeled gravity was interpolated from observed gravity values.
 DA0327
 DA0327;                    North         East    Units  Estimated Accuracy
 DA0327;SPC AZ C     -   149,720.      129,010.      MT  (+/- 180 meters Scaled)
 DA0327
 DA0327                          SUPERSEDED SURVEY CONTROL
 DA0327
 DA0327  NGVD 29 (??/??/92)  511.642  (m)         1678.61   (f) ADJ UNCH    1 2
 DA0327
 DA0327.Superseded values are not recommended for survey control.
 DA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0327.See file dsdata.txt to determine how the superseded data were derived.
 DA0327
 DA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294803(NAD 83)
 DA0327_MARKER: DB = BENCH MARK DISK
 DA0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0327_SP_SET: CULVERT
 DA0327_STAMPING: 1678.80 191+75 1939
 DA0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0327+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0327
 DA0327  HISTORY     - Date     Condition        Report By
 DA0327  HISTORY     - 1939     MONUMENTED       AZHD
 DA0327  HISTORY     - 1953     GOOD             NGS
 DA0327  HISTORY     - 1981     GOOD             NGS
 DA0327  HISTORY     - 20060218 GOOD             USPSQD
 DA0327
 DA0327                          STATION DESCRIPTION
 DA0327
 DA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0327'3.65 MI SE FROM AJO.
 DA0327'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0327'FROM THE STATION AT AJO, THENCE 3.5 MILES SOUTHEAST ALONG STATE
 DA0327'HIGHWAY 86, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH, AT A
 DA0327'DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE CENTER OF THE SOUTHWEST
 DA0327'CONCRETE HEAD WALL, 78 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 DA0327'14.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET
 DA0327'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH
 DA0327'THE HIGHWAY.
 DA0327
 DA0327                          STATION RECOVERY (1981)
 DA0327
 DA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0327'RECOVERED IN GOOD CONDITION.
 DA0327
 DA0327                          STATION RECOVERY (2006)
 DA0327
 DA0327'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0327'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2355 ***********************************************************************
 DU2355  DESIGNATION -  191+81.80
 DU2355  PID         -  DU2355
 DU2355  STATE/COUNTY-  AZ/PINAL
 DU2355  USGS QUAD   -  GILA BUTTE (1981)
 DU2355
 DU2355                         *CURRENT SURVEY CONTROL
 DU2355  ___________________________________________________________________
 DU2355* NAD 83(1986)-  33 10 07.     (N)    111 50 27.     (W)     SCALED    
 DU2355* NAVD 88     -       372.438  (meters)    1221.91   (feet)  ADJUSTED  
 DU2355  ___________________________________________________________________
 DU2355  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU2355  DYNAMIC HT  -         371.998 (meters)    1220.46  (feet)  COMP
 DU2355  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DU2355
 DU2355  VERT ORDER  -  FIRST     CLASS II
 DU2355
 DU2355.The horizontal coordinates were scaled from a topographic map and have
 DU2355.an estimated accuracy of +/- 6 seconds.
 DU2355
 DU2355.The orthometric height was determined by differential leveling
 DU2355.and adjusted by the National Geodetic Survey in August 1994..
 DU2355
 DU2355.The geoid height was determined by GEOID03.
 DU2355
 DU2355.The dynamic height is computed by dividing the NAVD 88
 DU2355.geopotential number by the normal gravity value computed on the
 DU2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2355.degrees latitude (g = 980.6199 gals.).
 DU2355
 DU2355.The modeled gravity was interpolated from observed gravity values.
 DU2355
 DU2355;                    North         East    Units  Estimated Accuracy
 DU2355;SPC AZ C     -   240,450.      220,430.      MT  (+/- 180 meters Scaled)
 DU2355
 DU2355                          SUPERSEDED SURVEY CONTROL
 DU2355
 DU2355.No superseded survey control is available for this station.
 DU2355
 DU2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216702(NAD 83)
 DU2355_MARKER: DD = SURVEY DISK
 DU2355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2355_SP_SET: ABUTMENT
 DU2355_STAMPING: 191+81.80 1980 ELEV. 1219.95
 DU2355_MARK LOGO: AZDT  
 DU2355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2355+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2355
 DU2355  HISTORY     - Date     Condition        Report By
 DU2355  HISTORY     - 1980     MONUMENTED       AZDT
 DU2355  HISTORY     - 19940425 GOOD             NGS
 DU2355  HISTORY     - 20060912 GOOD             GEOCAC
 DU2355
 DU2355                          STATION DESCRIPTION
 DU2355
 DU2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2355'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2355'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 4.0 KM
 DU2355'(2.50 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.2 M
 DU2355'(0.7 FT) SOUTH OF THE NORTH END OF THE NORTHEAST CONCRETE ABUTMENT
 DU2355'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING A FLOOD CONTROL CANAL, 7.2 M
 DU2355'(23.6 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE
 DU2355'THE LEVEL OF THE HIGHWAY.
 DU2355
 DU2355                          STATION RECOVERY (2006)
 DU2355
 DU2355'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0089 ***********************************************************************
 FS0089  DESIGNATION -  1919.15
 FS0089  PID         -  FS0089
 FS0089  STATE/COUNTY-  AZ/MOHAVE
 FS0089  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0089
 FS0089                         *CURRENT SURVEY CONTROL
 FS0089  ___________________________________________________________________
 FS0089* NAD 83(1986)-  35 51 48.     (N)    114 36 08.     (W)     SCALED    
 FS0089* NAVD 88     -       585.007  (meters)    1919.31   (feet)  POSTED    
 FS0089  ___________________________________________________________________
 FS0089  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0089  DYNAMIC HT  -         584.410 (meters)    1917.35  (feet)  COMP
 FS0089  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 FS0089
 FS0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0089
 FS0089.The horizontal coordinates were scaled from a topographic map and have
 FS0089.an estimated accuracy of +/- 6 seconds.
 FS0089
 FS0089.The orthometric height was determined by differential leveling
 FS0089.and adjusted by the National Geodetic Survey in 1992..
 FS0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0089.rate of 0.0 thru 1.0 mm/km.
 FS0089
 FS0089.The geoid height was determined by GEOID03.
 FS0089
 FS0089.The dynamic height is computed by dividing the NAVD 88
 FS0089.geopotential number by the normal gravity value computed on the
 FS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0089.degrees latitude (g = 980.6199 gals.).
 FS0089
 FS0089.The modeled gravity was interpolated from observed gravity values.
 FS0089
 FS0089;                    North         East    Units  Estimated Accuracy
 FS0089;SPC AZ W     -   539,700.      136,390.      MT  (+/- 180 meters Scaled)
 FS0089
 FS0089                          SUPERSEDED SURVEY CONTROL
 FS0089
 FS0089  NGVD 29 (??/??/92)  584.304  (m)         1917.00   (f) ADJ UNCH    1 1
 FS0089
 FS0089.Superseded values are not recommended for survey control.
 FS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0089.See file dsdata.txt to determine how the superseded data were derived.
 FS0089
 FS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV164714(NAD 83)
 FS0089_MARKER: DD = SURVEY DISK
 FS0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0089_SP_SET: CULVERT
 FS0089_STAMPING: 1919.15
 FS0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0089
 FS0089  HISTORY     - Date     Condition        Report By
 FS0089  HISTORY     - UNK      MONUMENTED       BPR
 FS0089  HISTORY     - 1950     GOOD             NGS
 FS0089  HISTORY     - 1963     GOOD             NGS
 FS0089  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0089  HISTORY     - 19870520 MARK NOT FOUND   USPSQD
 FS0089
 FS0089                          STATION DESCRIPTION
 FS0089
 FS0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0089'14.9 MI SE FROM HOOVER DAM.
 FS0089'14.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0089'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST 15,
 FS0089'0.1 MILE SOUTHEAST OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 FS0089'SOUTHWEST TO WILLOW BEACH, AT A 24-INCH CORRUGATED METAL PIPE
 FS0089'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 FS0089'WALL, 12.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0089'ABOUT LEVEL WITH THE HIGHWAY.
 FS0089
 FS0089                          STATION RECOVERY (1963)
 FS0089
 FS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0089'RECOVERED IN GOOD CONDITION.
 FS0089
 FS0089                          STATION RECOVERY (1981)
 FS0089
 FS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0089'NOT RECOVERED.
 FS0089
 FS0089                          STATION RECOVERY (1987)
 FS0089
 FS0089'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0521 ***********************************************************************
 GQ0521  DESIGNATION -  192 DOR
 GQ0521  PID         -  GQ0521
 GQ0521  STATE/COUNTY-  AZ/MOHAVE
 GQ0521  USGS QUAD   -  GYP HILLS (1971)
 GQ0521
 GQ0521                         *CURRENT SURVEY CONTROL
 GQ0521  ___________________________________________________________________
 GQ0521* NAD 83(1986)-  36 16 38.     (N)    113 54 21.     (W)     SCALED    
 GQ0521* NAVD 88     -       592.828  (meters)    1944.97   (feet)  POSTED    
 GQ0521  ___________________________________________________________________
 GQ0521  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 GQ0521  DYNAMIC HT  -         592.210 (meters)    1942.94  (feet)  COMP
 GQ0521  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 GQ0521
 GQ0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0521
 GQ0521.The horizontal coordinates were scaled from a topographic map and have
 GQ0521.an estimated accuracy of +/- 6 seconds.
 GQ0521
 GQ0521.The orthometric height was determined by differential leveling
 GQ0521.and adjusted by the National Geodetic Survey in 1992..
 GQ0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0521.rate of 0.0 thru 1.0 mm/km.
 GQ0521
 GQ0521.The geoid height was determined by GEOID03.
 GQ0521
 GQ0521.The dynamic height is computed by dividing the NAVD 88
 GQ0521.geopotential number by the normal gravity value computed on the
 GQ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0521.degrees latitude (g = 980.6199 gals.).
 GQ0521
 GQ0521.The modeled gravity was interpolated from observed gravity values.
 GQ0521
 GQ0521;                    North         East    Units  Estimated Accuracy
 GQ0521;SPC AZ W     -   585,300.      199,360.      MT  (+/- 180 meters Scaled)
 GQ0521
 GQ0521                          SUPERSEDED SURVEY CONTROL
 GQ0521
 GQ0521  NGVD 29 (??/??/92)  592.13   (m)         1942.7    (f) COMPUTED    3 0
 GQ0521
 GQ0521.Superseded values are not recommended for survey control.
 GQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0521.See file dsdata.txt to determine how the superseded data were derived.
 GQ0521
 GQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF389186(NAD 83)
 GQ0521_MARKER: DB = BENCH MARK DISK
 GQ0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0521_SP_SET: COPPER-CLAD STEEL ROD
 GQ0521_STAMPING: 192 DOR 1970 1943
 GQ0521_MARK LOGO: USGS  
 GQ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0521
 GQ0521  HISTORY     - Date     Condition        Report By
 GQ0521  HISTORY     - 1970     MONUMENTED       USGS
 GQ0521
 GQ0521                          STATION DESCRIPTION
 GQ0521
 GQ0521'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0521'155.8 KM (96.80 MI) SSW FROM ST GEORGE UT.
 GQ0521'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0521'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0521'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0521'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0521'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0521'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO THENCE
 GQ0521'9.9 MILES WEST, 0.2 MILES NORTH OF USCGS BM T 54 1934, 0.1 MILE EAST
 GQ0521'OF THE OLD PIERCE FERRY ROAD AT A POINT WHERE IT DESCENDS THROUGH A
 GQ0521'NARROW CUT AND ENTERS A LARGE DRY WASH, 0.05 MILES SOUTHEAST OF
 GQ0521'PIGEON WASH, 45 FEET NORTH-NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0521'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0521'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0361 ***********************************************************************
 DA0361  DESIGNATION -  1921.19
 DA0361  PID         -  DA0361
 DA0361  STATE/COUNTY-  AZ/PIMA
 DA0361  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0361
 DA0361                         *CURRENT SURVEY CONTROL
 DA0361  ___________________________________________________________________
 DA0361* NAD 83(1986)-  32 06 08.     (N)    112 46 18.     (W)     SCALED    
 DA0361* NAVD 88     -       585.841  (meters)    1922.05   (feet)  ADJUSTED  
 DA0361  ___________________________________________________________________
 DA0361  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0361  DYNAMIC HT  -         585.072 (meters)    1919.52  (feet)  COMP
 DA0361  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 DA0361
 DA0361  VERT ORDER  -  FIRST     CLASS II
 DA0361
 DA0361.The horizontal coordinates were scaled from a topographic map and have
 DA0361.an estimated accuracy of +/- 6 seconds.
 DA0361
 DA0361.The orthometric height was determined by differential leveling
 DA0361.and adjusted by the National Geodetic Survey in June 1991..
 DA0361
 DA0361.The geoid height was determined by GEOID03.
 DA0361
 DA0361.The dynamic height is computed by dividing the NAVD 88
 DA0361.geopotential number by the normal gravity value computed on the
 DA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0361.degrees latitude (g = 980.6199 gals.).
 DA0361
 DA0361.The modeled gravity was interpolated from observed gravity values.
 DA0361
 DA0361;                    North         East    Units  Estimated Accuracy
 DA0361;SPC AZ C     -   122,520.      132,670.      MT  (+/- 180 meters Scaled)
 DA0361
 DA0361                          SUPERSEDED SURVEY CONTROL
 DA0361
 DA0361  NGVD 29 (??/??/92)  585.092  (m)         1919.59   (f) ADJ UNCH    1 2
 DA0361
 DA0361.Superseded values are not recommended for survey control.
 DA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0361.See file dsdata.txt to determine how the superseded data were derived.
 DA0361
 DA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA328531(NAD 83)
 DA0361_MARKER: DD = SURVEY DISK
 DA0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0361_STAMPING: 838 5852 B 1 A 838 5838 A 1921.19
 DA0361_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0361+STABILITY: SURFACE MOTION
 DA0361
 DA0361  HISTORY     - Date     Condition        Report By
 DA0361  HISTORY     - UNK      MONUMENTED       USDA
 DA0361  HISTORY     - 1953     GOOD             NGS
 DA0361  HISTORY     - 1981     GOOD             NGS
 DA0361
 DA0361                          STATION DESCRIPTION
 DA0361
 DA0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0361'22.7 MI SE FROM AJO.
 DA0361'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0361'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0361'HIGHWAY 86, THENCE 11.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 48
 DA0361'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32.8 FEET NORTHWEST
 DA0361'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 DA0361'2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 DA0361'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DA0361'GROUND.
 DA0361
 DA0361                          STATION RECOVERY (1981)
 DA0361
 DA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0361'18.75 KM (11.65 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0361'OF STATE HIGHWAY 86 IN WHY, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY
 DA0361'MILEPOST 65, 14.8 M (48.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0361'HIGHWAY, 10.1 M (32.8 FT) NORTHWEST OF THE NORTHEAST END OF A CONCRETE
 DA0361'HEADWALL FOR A CULVERT UNDER THE HIGHWAY.
 DA0361'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA0361'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0484 ***********************************************************************
 DU0484  DESIGNATION -  1923
 DU0484  PID         -  DU0484
 DU0484  STATE/COUNTY-  AZ/PINAL
 DU0484  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0484
 DU0484                         *CURRENT SURVEY CONTROL
 DU0484  ___________________________________________________________________
 DU0484* NAD 83(1986)-  33 18 00.     (N)    111 21 35.     (W)     SCALED    
 DU0484* NAVD 88     -       586.63   (+/-2cm)    1924.6    (feet)  VERTCON   
 DU0484  ___________________________________________________________________
 DU0484  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0484
 DU0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0484
 DU0484.The horizontal coordinates were scaled from a topographic map and have
 DU0484.an estimated accuracy of +/- 6 seconds.
 DU0484
 DU0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0484.The vertical order pertains to the NGVD 29 superseded value.
 DU0484
 DU0484.The geoid height was determined by GEOID03.
 DU0484
 DU0484;                    North         East    Units  Estimated Accuracy
 DU0484;SPC AZ C     -   255,160.      265,230.      MT  (+/- 180 meters Scaled)
 DU0484
 DU0484                          SUPERSEDED SURVEY CONTROL
 DU0484
 DU0484  NGVD 29 (??/??/92)  586.087  (m)         1922.85   (f) ADJ UNCH    2 0
 DU0484
 DU0484.Superseded values are not recommended for survey control.
 DU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0484.See file dsdata.txt to determine how the superseded data were derived.
 DU0484
 DU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB665846(NAD 83)
 DU0484_MARKER: P = PIPE CAP
 DU0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0484_STAMPING: 1923 PHNX
 DU0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0484
 DU0484  HISTORY     - Date     Condition        Report By
 DU0484  HISTORY     - UNK      MONUMENTED       USGS
 DU0484  HISTORY     - 1935     GOOD             NGS
 DU0484
 DU0484                          STATION DESCRIPTION
 DU0484
 DU0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0484'4.3 MI NW FROM FLORENCE JUNCTION.
 DU0484'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.9
 DU0484'MILE SOUTHEAST OF THE SAND TANKS SERVICE STATION IN 1935, 400 FEET
 DU0484'WEST OF A LONE KNOLL ABOUT 50 FEET HIGH, 180 FEET SOUTH OF THE
 DU0484'CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTH OF AN OLD ROAD.  A UNITED
 DU0484'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1923 PHNX AND RIVETED
 DU0484'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0362 ***********************************************************************
 DA0362  DESIGNATION -  1924.27
 DA0362  PID         -  DA0362
 DA0362  STATE/COUNTY-  AZ/PIMA
 DA0362  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0362
 DA0362                         *CURRENT SURVEY CONTROL
 DA0362  ___________________________________________________________________
 DA0362* NAD 83(1986)-  32 06 07.     (N)    112 46 14.     (W)     SCALED    
 DA0362* NAVD 88     -       586.78   (+/-2cm)    1925.1    (feet)  VERTCON   
 DA0362  ___________________________________________________________________
 DA0362  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0362
 DA0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0362
 DA0362.The horizontal coordinates were scaled from a topographic map and have
 DA0362.an estimated accuracy of +/- 6 seconds.
 DA0362
 DA0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0362.The vertical order pertains to the NGVD 29 superseded value.
 DA0362
 DA0362.The geoid height was determined by GEOID03.
 DA0362
 DA0362;                    North         East    Units  Estimated Accuracy
 DA0362;SPC AZ C     -   122,490.      132,770.      MT  (+/- 180 meters Scaled)
 DA0362
 DA0362                          SUPERSEDED SURVEY CONTROL
 DA0362
 DA0362  NGVD 29 (??/??/92)  586.033  (m)         1922.68   (f) ADJ UNCH    1 2
 DA0362
 DA0362.Superseded values are not recommended for survey control.
 DA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0362.See file dsdata.txt to determine how the superseded data were derived.
 DA0362
 DA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA329531(NAD 83)
 DA0362_MARKER: DD = SURVEY DISK
 DA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0362_STAMPING: 838 5852 B 1A 838 5838 A 1924.27
 DA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0362+STABILITY: SURFACE MOTION
 DA0362
 DA0362  HISTORY     - Date     Condition        Report By
 DA0362  HISTORY     - UNK      MONUMENTED       USDA
 DA0362  HISTORY     - 1953     GOOD             NGS
 DA0362  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0362  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0362
 DA0362                          STATION DESCRIPTION
 DA0362
 DA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0362'22.7 MI SE FROM AJO.
 DA0362'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0362'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0362'HIGHWAY 876, THENCE 11.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 51
 DA0362'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35.0 FEET NORTHEAST OF
 DA0362'THE SOUTHEAST END OF THE EAST CONCRETE HEAD WALL OF A CULVERT, 1.0
 DA0362'FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 DA0362'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0362
 DA0362                          STATION RECOVERY (1981)
 DA0362
 DA0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0362'SEARCHED FOR BUT NOT RECOVERED, THE REMAINS OF A CONCRETE POST WERE
 DA0362'FOUND IN THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
 DA0362
 DA0362                          STATION RECOVERY (1988)
 DA0362
 DA0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0367 ***********************************************************************
 CY0367  DESIGNATION -  19+30
 CY0367  PID         -  CY0367
 CY0367  STATE/COUNTY-  AZ/COCHISE
 CY0367  USGS QUAD   -  COCHISE (1985)
 CY0367
 CY0367                         *CURRENT SURVEY CONTROL
 CY0367  ___________________________________________________________________
 CY0367* NAD 83(1986)-  32 06 53.     (N)    109 55 17.     (W)     SCALED    
 CY0367* NAVD 88     -      1285.84   (+/-2cm)    4218.6    (feet)  VERTCON   
 CY0367  ___________________________________________________________________
 CY0367  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0367
 CY0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0367
 CY0367.The horizontal coordinates were scaled from a topographic map and have
 CY0367.an estimated accuracy of +/- 6 seconds.
 CY0367
 CY0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0367.The vertical order pertains to the NGVD 29 superseded value.
 CY0367
 CY0367.The geoid height was determined by GEOID03.
 CY0367
 CY0367;                    North         East    Units  Estimated Accuracy
 CY0367;SPC AZ E     -   123,610.      236,510.      MT  (+/- 180 meters Scaled)
 CY0367
 CY0367                          SUPERSEDED SURVEY CONTROL
 CY0367
 CY0367  NGVD 29 (??/??/92) 1285.076  (m)         4216.12   (f) ADJ UNCH    1 2
 CY0367
 CY0367.Superseded values are not recommended for survey control.
 CY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0367.See file dsdata.txt to determine how the superseded data were derived.
 CY0367
 CY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA017536(NAD 83)
 CY0367_MARKER: DD = SURVEY DISK
 CY0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0367_SP_SET: CULVERT
 CY0367_STAMPING: 4216.58 19+30 1929
 CY0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0367
 CY0367  HISTORY     - Date     Condition        Report By
 CY0367  HISTORY     - 1929     MONUMENTED       AZHD
 CY0367  HISTORY     - 1952     GOOD             NGS
 CY0367  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0367
 CY0367                          STATION DESCRIPTION
 CY0367
 CY0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0367'IN COCHISE.
 CY0367'0.15 MILE NORTHEAST ALONG THE OLD UNITED STATES HIGHWAY 666 FROM THE
 CY0367'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT COCHISE, SET IN THE TOP
 CY0367'OF AND AT THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT,
 CY0367'ABOUT 180.0 FEET SOUTHEAST ACROSS FROM THE OLD HIGHWAY AND RAILROAD
 CY0367'TRACKS FROM MILEPOLE 1064, 41 1/2 FEET NORTHWEST OF A CULVERT, 13.0
 CY0367'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET NORTHEAST OF
 CY0367'THE SOUTHWEST END OF A CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CY0367'NOTE-- CULVERT DESTROYED.
 CY0367
 CY0367                          STATION RECOVERY (1958)
 CY0367
 CY0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0571 ***********************************************************************
 DU0571  DESIGNATION -  1934
 DU0571  PID         -  DU0571
 DU0571  STATE/COUNTY-  AZ/PINAL
 DU0571  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0571
 DU0571                         *CURRENT SURVEY CONTROL
 DU0571  ___________________________________________________________________
 DU0571* NAD 83(1986)-  33 26 44.     (N)    111 30 17.     (W)     SCALED    
 DU0571* NAVD 88     -       590.020  (meters)    1935.76   (feet)  ADJUSTED  
 DU0571  ___________________________________________________________________
 DU0571  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU0571  DYNAMIC HT  -         589.292 (meters)    1933.37  (feet)  COMP
 DU0571  MODELED GRAV-     979,384.9   (mgal)                       NAVD 88
 DU0571
 DU0571  VERT ORDER  -  FIRST     CLASS II
 DU0571
 DU0571.The horizontal coordinates were scaled from a topographic map and have
 DU0571.an estimated accuracy of +/- 6 seconds.
 DU0571
 DU0571.The orthometric height was determined by differential leveling
 DU0571.and adjusted by the National Geodetic Survey in June 1991..
 DU0571
 DU0571.The geoid height was determined by GEOID03.
 DU0571
 DU0571.The dynamic height is computed by dividing the NAVD 88
 DU0571.geopotential number by the normal gravity value computed on the
 DU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0571.degrees latitude (g = 980.6199 gals.).
 DU0571
 DU0571.The modeled gravity was interpolated from observed gravity values.
 DU0571
 DU0571;                    North         East    Units  Estimated Accuracy
 DU0571;SPC AZ C     -   271,240.      251,660.      MT  (+/- 180 meters Scaled)
 DU0571
 DU0571                          SUPERSEDED SURVEY CONTROL
 DU0571
 DU0571  NGVD 29 (??/??/92)  589.419  (m)         1933.79   (f) ADJ UNCH    1 2
 DU0571
 DU0571.Superseded values are not recommended for survey control.
 DU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0571.See file dsdata.txt to determine how the superseded data were derived.
 DU0571
 DU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC530007(NAD 83)
 DU0571_MARKER: P = PIPE CAP
 DU0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0571_STAMPING: 1934 PHNX
 DU0571_PROJECTION: PROJECTING 36 CENTIMETERS
 DU0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0571+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 DU0571
 DU0571  HISTORY     - Date     Condition        Report By
 DU0571  HISTORY     - 1934     MONUMENTED       USGS
 DU0571  HISTORY     - 1948     GOOD             NGS
 DU0571  HISTORY     - 1980     GOOD             NGS
 DU0571  HISTORY     - 20040313 GOOD             USPSQD
 DU0571
 DU0571                          STATION DESCRIPTION
 DU0571
 DU0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0571'3.3 MI NE FROM APACHE JUNCTION.
 DU0571'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 86 FROM APACHE
 DU0571'JUNCTION, AT A FORK OF A Y JUNCTION, 78.0 FEET SOUTHEAST OF THE CENTER
 DU0571'LINE OF THE HIGHWAY, 57.0 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 DU0571'DIRT ROAD LEADING SOUTHWEST, 2.6 FEET SOUTHWEST OF A WHITE WOODEN
 DU0571'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 DU0571'14 INCHES.
 DU0571
 DU0571                          STATION RECOVERY (1980)
 DU0571
 DU0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0571'5.3 KM (3.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0571'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.55 KM (0.35 MI) EAST OF
 DU0571'HIGHWAY MILEPOST 199, 0.1 KM (0.05 MI) SOUTHWEST OF THE CENTER
 DU0571'TRIANGLE BETWEEN THE FORKS OF A DIRT ROAD LEADING EAST, SET AT THE
 DU0571'THIRD POWER POLE NORTHEAST OF THE EAST ONE OF TWO HIGH-TENSION POWER
 DU0571'LINE CROSSINGS, 23.8 METERS (78.0 FT) SOUTH-SOUTHEAST OF THE
 DU0571'CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.0 FT) SOUTH OF A POWER
 DU0571'POLE WITH TWO GUY WIRES.
 DU0571'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DU0571'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU0571
 DU0571                          STATION RECOVERY (2004)
 DU0571
 DU0571'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU0571'RECOVERED AS DESCRIBED, POWER POLES REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0063 ***********************************************************************
 FS0063  DESIGNATION -  1934.35
 FS0063  PID         -  FS0063
 FS0063  STATE/COUNTY-  AZ/MOHAVE
 FS0063  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0063
 FS0063                         *CURRENT SURVEY CONTROL
 FS0063  ___________________________________________________________________
 FS0063* NAD 83(1986)-  35 58 04.     (N)    114 40 33.     (W)     SCALED    
 FS0063* NAVD 88     -       589.580  (meters)    1934.31   (feet)  POSTED    
 FS0063  ___________________________________________________________________
 FS0063  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0063  DYNAMIC HT  -         588.980 (meters)    1932.35  (feet)  COMP
 FS0063  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 FS0063
 FS0063  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0063
 FS0063.The horizontal coordinates were scaled from a topographic map and have
 FS0063.an estimated accuracy of +/- 6 seconds.
 FS0063
 FS0063.The orthometric height was determined by differential leveling
 FS0063.and adjusted by the National Geodetic Survey in 1992..
 FS0063.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0063.rate of 4.1 thru 8.0 mm/km.
 FS0063
 FS0063.The geoid height was determined by GEOID03.
 FS0063
 FS0063.The dynamic height is computed by dividing the NAVD 88
 FS0063.geopotential number by the normal gravity value computed on the
 FS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0063.degrees latitude (g = 980.6199 gals.).
 FS0063
 FS0063.The modeled gravity was interpolated from observed gravity values.
 FS0063
 FS0063;                    North         East    Units  Estimated Accuracy
 FS0063;SPC AZ W     -   551,350.      129,850.      MT  (+/- 180 meters Scaled)
 FS0063
 FS0063                          SUPERSEDED SURVEY CONTROL
 FS0063
 FS0063  NGVD 29 (??/??/92)  588.876  (m)         1932.00   (f) ADJ UNCH    1 1
 FS0063
 FS0063.Superseded values are not recommended for survey control.
 FS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0063.See file dsdata.txt to determine how the superseded data were derived.
 FS0063
 FS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV095828(NAD 83)
 FS0063_MARKER: DD = SURVEY DISK
 FS0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0063_SP_SET: CULVERT
 FS0063_STAMPING: 1934.35
 FS0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0063
 FS0063  HISTORY     - Date     Condition        Report By
 FS0063  HISTORY     - UNK      MONUMENTED       BPR
 FS0063  HISTORY     - 1950     GOOD             NGS
 FS0063  HISTORY     - 1963     GOOD             NGS
 FS0063  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0063
 FS0063                          STATION DESCRIPTION
 FS0063
 FS0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0063'5.9 MI SE FROM HOOVER DAM.
 FS0063'5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0063'(ARIZONA) END OF HOOVER DAM, 0.1 MILE WEST OF MILEPOST 6, AT A
 FS0063'24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0063'CENTER OF THE SOUTH CONCRETE HEAD WALL, 13.4 FEET SOUTH OF THE
 FS0063'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0063
 FS0063                          STATION RECOVERY (1963)
 FS0063
 FS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0063'RECOVERED IN GOOD CONDITION.
 FS0063
 FS0063                          STATION RECOVERY (1981)
 FS0063
 FS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0063'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0940 ***********************************************************************
 DV0940  DESIGNATION -  1935
 DV0940  PID         -  DV0940
 DV0940  STATE/COUNTY-  AZ/MARICOPA
 DV0940  USGS QUAD   -  WICKENBURG (1978)
 DV0940
 DV0940                         *CURRENT SURVEY CONTROL
 DV0940  ___________________________________________________________________
 DV0940* NAD 83(1986)-  33 54 57.     (N)    112 40 45.     (W)     SCALED    
 DV0940* NAVD 88     -       590.270  (meters)    1936.58   (feet)  POSTED    
 DV0940  ___________________________________________________________________
 DV0940  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0940  DYNAMIC HT  -         589.560 (meters)    1934.25  (feet)  COMP
 DV0940  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 DV0940
 DV0940  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0940
 DV0940.The horizontal coordinates were scaled from a topographic map and have
 DV0940.an estimated accuracy of +/- 6 seconds.
 DV0940
 DV0940.The orthometric height was determined by differential leveling
 DV0940.and adjusted by the National Geodetic Survey in November 2005..
 DV0940.No vertical observational check was made to the station.
 DV0940.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0940.was located on a no-check spur therefore a value was not computed.
 DV0940
 DV0940.The geoid height was determined by GEOID03.
 DV0940
 DV0940.The dynamic height is computed by dividing the NAVD 88
 DV0940.geopotential number by the normal gravity value computed on the
 DV0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0940.degrees latitude (g = 980.6199 gals.).
 DV0940
 DV0940.The modeled gravity was interpolated from observed gravity values.
 DV0940
 DV0940;                    North         East    Units  Estimated Accuracy
 DV0940;SPC AZ C     -   323,580.      142,850.      MT  (+/- 180 meters Scaled)
 DV0940
 DV0940                          SUPERSEDED SURVEY CONTROL
 DV0940
 DV0940  NGVD 29 (??/??/92)  589.714  (m)         1934.75   (f) ADJ UNCH    2 0
 DV0940
 DV0940.Superseded values are not recommended for survey control.
 DV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0940.See file dsdata.txt to determine how the superseded data were derived.
 DV0940
 DV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC447540(NAD 83)
 DV0940_MARKER: P = PIPE CAP
 DV0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0940_STAMPING: 1935 PHNX
 DV0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0940
 DV0940  HISTORY     - Date     Condition        Report By
 DV0940  HISTORY     - UNK      MONUMENTED       USGS
 DV0940  HISTORY     - 1939     GOOD             NGS
 DV0940
 DV0940                          STATION DESCRIPTION
 DV0940
 DV0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0940'5.0 MI SE FROM WICKENBURG.
 DV0940'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0940'FROM WICKENBURG, MARICOPA COUNTY, 1.2 MILES SOUTH OF THE SIDING AT
 DV0940'ALLAH, 0.3 MILE NORTH OF MILEPOST 145, 200 FEET NORTH OF SOME GRAVEL
 DV0940'BUNKERS, AND 45 FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED
 DV0940'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1935 PHNX AND RIVETED
 DV0940'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0363 ***********************************************************************
 DA0363  DESIGNATION -  1936.48
 DA0363  PID         -  DA0363
 DA0363  STATE/COUNTY-  AZ/PIMA
 DA0363  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0363
 DA0363                         *CURRENT SURVEY CONTROL
 DA0363  ___________________________________________________________________
 DA0363* NAD 83(1986)-  32 05 52.     (N)    112 46 18.     (W)     SCALED    
 DA0363* NAVD 88     -       590.50   (+/-2cm)    1937.3    (feet)  VERTCON   
 DA0363  ___________________________________________________________________
 DA0363  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0363
 DA0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0363
 DA0363.The horizontal coordinates were scaled from a topographic map and have
 DA0363.an estimated accuracy of +/- 6 seconds.
 DA0363
 DA0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0363.The vertical order pertains to the NGVD 29 superseded value.
 DA0363
 DA0363.The geoid height was determined by GEOID03.
 DA0363
 DA0363;                    North         East    Units  Estimated Accuracy
 DA0363;SPC AZ C     -   122,030.      132,660.      MT  (+/- 180 meters Scaled)
 DA0363
 DA0363                          SUPERSEDED SURVEY CONTROL
 DA0363
 DA0363  NGVD 29 (??/??/92)  589.754  (m)         1934.88   (f) ADJ UNCH    1 2
 DA0363
 DA0363.Superseded values are not recommended for survey control.
 DA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0363.See file dsdata.txt to determine how the superseded data were derived.
 DA0363
 DA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA328526(NAD 83)
 DA0363_MARKER: DD = SURVEY DISK
 DA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0363_STAMPING: 825.3362 1A 1936.48
 DA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0363+STABILITY: SURFACE MOTION
 DA0363
 DA0363  HISTORY     - Date     Condition        Report By
 DA0363  HISTORY     - UNK      MONUMENTED       USDA
 DA0363  HISTORY     - 1953     GOOD             NGS
 DA0363  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0363
 DA0363                          STATION DESCRIPTION
 DA0363
 DA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0363'23.1 MI SE FROM AJO.
 DA0363'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0363'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0363'HIGHWAY 86, THENCE 12.2 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0363'A CUT THROUGH A LOW RIDGE AND AT A SLIGHT CURVE, 49 1/2 FEET WEST OF
 DA0363'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A WITNESS POST,
 DA0363'ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DA0363'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DA0363
 DA0363                          STATION RECOVERY (1988)
 DA0363
 DA0363'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0364 ***********************************************************************
 DA0364  DESIGNATION -  1937.80
 DA0364  PID         -  DA0364
 DA0364  STATE/COUNTY-  AZ/PIMA
 DA0364  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0364
 DA0364                         *CURRENT SURVEY CONTROL
 DA0364  ___________________________________________________________________
 DA0364* NAD 83(1986)-  32 05 51.     (N)    112 46 15.     (W)     SCALED    
 DA0364* NAVD 88     -       590.91   (+/-2cm)    1938.7    (feet)  VERTCON   
 DA0364  ___________________________________________________________________
 DA0364  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0364
 DA0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0364
 DA0364.The horizontal coordinates were scaled from a topographic map and have
 DA0364.an estimated accuracy of +/- 6 seconds.
 DA0364
 DA0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0364.The vertical order pertains to the NGVD 29 superseded value.
 DA0364
 DA0364.The geoid height was determined by GEOID03.
 DA0364
 DA0364;                    North         East    Units  Estimated Accuracy
 DA0364;SPC AZ C     -   122,000.      132,740.      MT  (+/- 180 meters Scaled)
 DA0364
 DA0364                          SUPERSEDED SURVEY CONTROL
 DA0364
 DA0364  NGVD 29 (??/??/92)  590.156  (m)         1936.20   (f) ADJ UNCH    1 2
 DA0364
 DA0364.Superseded values are not recommended for survey control.
 DA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0364.See file dsdata.txt to determine how the superseded data were derived.
 DA0364
 DA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA329526(NAD 83)
 DA0364_MARKER: DD = SURVEY DISK
 DA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0364_STAMPING: 825 33.52 1A 1937.80
 DA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0364+STABILITY: SURFACE MOTION
 DA0364
 DA0364  HISTORY     - Date     Condition        Report By
 DA0364  HISTORY     - UNK      MONUMENTED       USDA
 DA0364  HISTORY     - 1953     GOOD             NGS
 DA0364  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0364
 DA0364                          STATION DESCRIPTION
 DA0364
 DA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0364'23.1 MI SE FROM AJO.
 DA0364'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0364'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0364'HIGHWAY 86, THENCE 12.2 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0364'A CUT THROUGH A LOW RIDGE AND AT A SLIGHT CURVE, 100 FEET EAST OF AND
 DA0364'ACROSS THE HIGHWAY FROM B.M. 1936.48 (USDA), 50 1/2 FEET EAST OF THE
 DA0364'CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4
 DA0364'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP  OF A CONCRETE
 DA0364'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DA0364
 DA0364                          STATION RECOVERY (1988)
 DA0364
 DA0364'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0374 ***********************************************************************
 CZ0374  DESIGNATION -  1940
 CZ0374  PID         -  CZ0374
 CZ0374  STATE/COUNTY-  AZ/PIMA
 CZ0374  USGS QUAD   -  RED ROCK (1993)
 CZ0374
 CZ0374                         *CURRENT SURVEY CONTROL
 CZ0374  ___________________________________________________________________
 CZ0374* NAD 83(1986)-  32 30 05.     (N)    111 15 39.     (W)     SCALED    
 CZ0374* NAVD 88     -       595.438  (meters)    1953.53   (feet)  ADJUSTED  
 CZ0374  ___________________________________________________________________
 CZ0374  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0374  DYNAMIC HT  -         594.658 (meters)    1950.97  (feet)  COMP
 CZ0374  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 CZ0374
 CZ0374  VERT ORDER  -  FIRST     CLASS II
 CZ0374
 CZ0374.The horizontal coordinates were scaled from a topographic map and have
 CZ0374.an estimated accuracy of +/- 6 seconds.
 CZ0374
 CZ0374.The orthometric height was determined by differential leveling
 CZ0374.and adjusted by the National Geodetic Survey in June 1991..
 CZ0374
 CZ0374.The geoid height was determined by GEOID03.
 CZ0374
 CZ0374.The dynamic height is computed by dividing the NAVD 88
 CZ0374.geopotential number by the normal gravity value computed on the
 CZ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0374.degrees latitude (g = 980.6199 gals.).
 CZ0374
 CZ0374.The modeled gravity was interpolated from observed gravity values.
 CZ0374
 CZ0374;                    North         East    Units  Estimated Accuracy
 CZ0374;SPC AZ C     -   166,650.      274,990.      MT  (+/- 180 meters Scaled)
 CZ0374
 CZ0374                          SUPERSEDED SURVEY CONTROL
 CZ0374
 CZ0374  NGVD 29 (??/??/92)  594.920  (m)         1951.83   (f) ADJ UNCH    1 2
 CZ0374
 CZ0374.Superseded values are not recommended for survey control.
 CZ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0374.See file dsdata.txt to determine how the superseded data were derived.
 CZ0374
 CZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754960(NAD 83)
 CZ0374_MARKER: P = PIPE CAP
 CZ0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0374_STAMPING: 1940 NOGLS
 CZ0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0374
 CZ0374  HISTORY     - Date     Condition        Report By
 CZ0374  HISTORY     - 1940     MONUMENTED       USGS
 CZ0374  HISTORY     - 1951     GOOD             NGS
 CZ0374  HISTORY     - 1960     GOOD             NGS
 CZ0374  HISTORY     - 1980     GOOD             NGS
 CZ0374
 CZ0374                          STATION DESCRIPTION
 CZ0374
 CZ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0374'4.2 MI NW FROM MARANA.
 CZ0374'4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0374'HIGHWAY 84 FROM THE POST OFFICE AT MARANA, ABOUT 3 POLES NORTHWEST OF
 CZ0374'MILE POLE 958, 209 FEET NORTHEAST OF SIGNAL TOWER NUMBER 9577, 205.5
 CZ0374'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 106.8 FEET
 CZ0374'NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH OF A
 CZ0374'WITNESS POST, AND SET IN A 3 1/2 INCH IRON PIPE PROJECTING 1.3 FOOT
 CZ0374'ABOVE THE GROUND.
 CZ0374
 CZ0374                          STATION RECOVERY (1960)
 CZ0374
 CZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0374'RECOVERED IN GOOD CONDITION.
 CZ0374
 CZ0374                          STATION RECOVERY (1980)
 CZ0374
 CZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0374'42.0 KILOMETERS (26.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0374'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1
 CZ0374'MILE) NORTHWEST OF RAILROAD MILE POST NUMBER 958, 626. METERS
 CZ0374'(205.5 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 CZ0374'32.5 METERS (106.8 FEET) NORTHEAST OF THE RAILROAD RIGHT-OF-FENCE,
 CZ0374'36.95 METERS (121.2 FEET) EAST OF A FENCE CORNER, 2.6 METERS
 CZ0374'SOUTH OF A FENCE.  RIVETED ON TOP OF AN IRON PIPE PROJECTING
 CZ0374'33 CM.
 CZ0374'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 CZ0374'THE MARK IS .3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0029 ***********************************************************************
 DA0029  DESIGNATION -  1942.7
 DA0029  PID         -  DA0029
 DA0029  STATE/COUNTY-  AZ/PINAL
 DA0029  USGS QUAD   -  KOHATK (1981)
 DA0029
 DA0029                         *CURRENT SURVEY CONTROL
 DA0029  ___________________________________________________________________
 DA0029* NAD 83(1986)-  32 37 03.     (N)    112 05 26.     (W)     SCALED    
 DA0029* NAVD 88     -       592.75   (+/-2cm)    1944.7    (feet)  VERTCON   
 DA0029  ___________________________________________________________________
 DA0029  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0029
 DA0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0029
 DA0029.The horizontal coordinates were scaled from a topographic map and have
 DA0029.an estimated accuracy of +/- 6 seconds.
 DA0029
 DA0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0029.The vertical order pertains to the NGVD 29 superseded value.
 DA0029
 DA0029.The geoid height was determined by GEOID03.
 DA0029
 DA0029;                    North         East    Units  Estimated Accuracy
 DA0029;SPC AZ C     -   179,350.      197,040.      MT  (+/- 180 meters Scaled)
 DA0029
 DA0029                          SUPERSEDED SURVEY CONTROL
 DA0029
 DA0029  NGVD 29 (??/??/92)  592.094  (m)         1942.56   (f) ADJ UNCH    2 0
 DA0029
 DA0029.Superseded values are not recommended for survey control.
 DA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0029.See file dsdata.txt to determine how the superseded data were derived.
 DA0029
 DA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB976094(NAD 83)
 DA0029_MARKER: Q = CHISELED SQUARE
 DA0029_SETTING: 80 = SET IN A BOULDER
 DA0029_SP_SET: BOULDER
 DA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0029+STABILITY: SURFACE MOTION
 DA0029
 DA0029  HISTORY     - Date     Condition        Report By
 DA0029  HISTORY     - UNK      MONUMENTED       USGS
 DA0029  HISTORY     - 1951     GOOD             NGS
 DA0029
 DA0029                          STATION DESCRIPTION
 DA0029
 DA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0029'1.7 MI E FROM BITTER WELL.
 DA0029'1.7 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 DA0029'OF BITTER WELL, AT THE SUMMIT OF A SADDLE FORMED BY THE ROCKY
 DA0029'MOUNTAINS WHICH THE ROAD PASSES BETWEEN, A CHISELED SQUARE IN THE TOP
 DA0029'OF AN EMBEDDED BOULDER, PROJECTING 0.2 FOOT ABOVE THE GROUND, AT THE
 DA0029'SOUTHWEST END OF A SMALL LOOP FORMED BY THE OLD AND PRESENT ROADS, 23
 DA0029'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF
 DA0029'THE CENTER LINE OF THE OLD ROAD, 4 1/2 FEET NORTHWEST OF A CAIRN, AND
 DA0029'ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0169 ***********************************************************************
 ET0169  DESIGNATION -  1944
 ET0169  PID         -  ET0169
 ET0169  STATE/COUNTY-  AZ/MARICOPA
 ET0169  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0169
 ET0169                         *CURRENT SURVEY CONTROL
 ET0169  ___________________________________________________________________
 ET0169* NAD 83(1986)-  34 00 57.     (N)    112 08 51.     (W)     SCALED    
 ET0169* NAVD 88     -       593.07   (+/-2cm)    1945.8    (feet)  VERTCON   
 ET0169  ___________________________________________________________________
 ET0169  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 ET0169
 ET0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0169
 ET0169.The horizontal coordinates were scaled from a topographic map and have
 ET0169.an estimated accuracy of +/- 6 seconds.
 ET0169
 ET0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0169.The vertical order pertains to the NGVD 29 superseded value.
 ET0169
 ET0169.The geoid height was determined by GEOID03.
 ET0169
 ET0169;                    North         East    Units  Estimated Accuracy
 ET0169;SPC AZ C     -   334,430.      192,040.      MT  (+/- 180 meters Scaled)
 ET0169
 ET0169                          SUPERSEDED SURVEY CONTROL
 ET0169
 ET0169  NGVD 29 (??/??/92)  592.465  (m)         1943.78   (f) ADJ UNCH    2 0
 ET0169
 ET0169.Superseded values are not recommended for survey control.
 ET0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0169.See file dsdata.txt to determine how the superseded data were derived.
 ET0169
 ET0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940645(NAD 83)
 ET0169_MARKER: DD = SURVEY DISK
 ET0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0169_SP_SET: BRIDGE
 ET0169_STAMPING: 1944X51 2048X31 67 1950
 ET0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0169
 ET0169  HISTORY     - Date     Condition        Report By
 ET0169  HISTORY     - 1950     MONUMENTED       AZDT
 ET0169  HISTORY     - 1959     GOOD             NGS
 ET0169
 ET0169                          STATION DESCRIPTION
 ET0169
 ET0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0169'3.8 MI S FROM BLACK CANYON.
 ET0169'3.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0169'CANYON, 0.4 MILE SOUTH OF MILEPOST NUMBER 240, SET IN THE NORTH END OF
 ET0169'THE WEST HEADWALL OF A CONCRETE BRIDGE OVER SQUAW CREEK, 16 FEET WEST
 ET0169'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE
 ET0169'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0244 ***********************************************************************
 DB0244  DESIGNATION -  194.56
 DB0244  PID         -  DB0244
 DB0244  STATE/COUNTY-  AZ/YUMA
 DB0244  USGS QUAD   -  YUMA EAST (1994)
 DB0244
 DB0244                         *CURRENT SURVEY CONTROL
 DB0244  ___________________________________________________________________
 DB0244* NAD 83(1986)-  32 39 57.     (N)    114 36 16.     (W)     SCALED    
 DB0244* NAVD 88     -        59.99   (+/-2cm)     196.8    (feet)  VERTCON   
 DB0244  ___________________________________________________________________
 DB0244  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DB0244
 DB0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0244
 DB0244.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0244
 DB0244.The horizontal coordinates were scaled from a topographic map and have
 DB0244.an estimated accuracy of +/- 6 seconds.
 DB0244
 DB0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0244.The vertical order pertains to the NGVD 29 superseded value.
 DB0244
 DB0244.The geoid height was determined by GEOID03.
 DB0244
 DB0244;                    North         East    Units  Estimated Accuracy
 DB0244;SPC AZ W     -   185,020.      133,210.      MT  (+/- 180 meters Scaled)
 DB0244
 DB0244                          SUPERSEDED SURVEY CONTROL
 DB0244
 DB0244  NGVD 29 (??/??/??)   59.328  (m)          194.65   (f) ADJUSTED    1 2
 DB0244
 DB0244.Superseded values are not recommended for survey control.
 DB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0244.See file dsdata.txt to determine how the superseded data were derived.
 DB0244
 DB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS246167(NAD 83)
 DB0244_MARKER: DD = SURVEY DISK
 DB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0244_STAMPING: 194.56
 DB0244_MARK LOGO: USE   
 DB0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0244+STABILITY: SURFACE MOTION
 DB0244
 DB0244  HISTORY     - Date     Condition        Report By
 DB0244  HISTORY     - 1945     MONUMENTED       USE
 DB0244  HISTORY     - 1945     GOOD             NGS
 DB0244  HISTORY     - 19960305 GOOD             CHANCE
 DB0244
 DB0244                          STATION DESCRIPTION
 DB0244
 DB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0244'AT YUMA.
 DB0244'AT YUMA COUNTY AIRPORT, YUMA COUNTY, AT THE CENTER OF THE
 DB0244'INTERSECTION OF THE NORTH-AND-SOUTH RUNWAY AND THE EAST-AND-WEST
 DB0244'RUNWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 DB0244'STAMPED 194.56 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DB0244'THE PAVEMENT.  NOTE-- BELIEVED TO EXIST BUT COVERED BY A THIN
 DB0244'LAYER OF ASPHALT.
 DB0244
 DB0244                          STATION RECOVERY (1996)
 DB0244
 DB0244'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB0244'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 DB0244'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1040 ***********************************************************************
 CZ1040  DESIGNATION -  195 1/2
 CZ1040  PID         -  CZ1040
 CZ1040  STATE/COUNTY-  AZ/PINAL
 CZ1040  USGS QUAD   -  ELOY NORTH (1992)
 CZ1040
 CZ1040                         *CURRENT SURVEY CONTROL
 CZ1040  ___________________________________________________________________
 CZ1040* NAD 83(1992)-  32 46 32.35836(N)    111 35 37.02846(W)     ADJUSTED  
 CZ1040* NAVD 88     -       465.726  (meters)    1527.97   (feet)  ADJUSTED  
 CZ1040  ___________________________________________________________________
 CZ1040  X           -  -1,975,665.913 (meters)                     COMP
 CZ1040  Y           -  -4,991,586.585 (meters)                     COMP
 CZ1040  Z           -   3,433,301.522 (meters)                     COMP
 CZ1040  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CZ1040  ELLIP HEIGHT-         435.61  (meters)          (11/21/00) GPS OBS
 CZ1040  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1040  DYNAMIC HT  -         465.142 (meters)    1526.05  (feet)  COMP
 CZ1040  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 CZ1040  OBS GRAVITY -     979,370.5   (mgal)                       GRAV_OBS
 CZ1040
 CZ1040  HORZ ORDER  -  B
 CZ1040  VERT ORDER  -  FIRST     CLASS II
 CZ1040  ELLP ORDER  -  THIRD     CLASS I
 CZ1040
 CZ1040.The horizontal coordinates were established by GPS observations
 CZ1040.and adjusted by the National Geodetic Survey in September 1992..
 CZ1040
 CZ1040.The orthometric height was determined by differential leveling
 CZ1040.and adjusted by the National Geodetic Survey in November 1993..
 CZ1040
 CZ1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1040
 CZ1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1040
 CZ1040.The ellipsoidal height was determined by GPS observations
 CZ1040.and is referenced to NAD 83.
 CZ1040
 CZ1040.The geoid height was determined by GEOID03.
 CZ1040
 CZ1040.The dynamic height is computed by dividing the NAVD 88
 CZ1040.geopotential number by the normal gravity value computed on the
 CZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1040.degrees latitude (g = 980.6199 gals.).
 CZ1040
 CZ1040.The modeled gravity was interpolated from observed gravity values.
 CZ1040.The observed gravity was obtained from relative gravimeter ties
 CZ1040.to the IGSN71 gravity network.
 CZ1040
 CZ1040;                    North         East     Units Scale Factor Converg.
 CZ1040;SPC AZ C     -   196,919.814   243,623.054   MT  0.99991129   +0 10 29.6
 CZ1040;SPC AZ C     -   646,062.38    799,288.23   iFT  0.99991129   +0 10 29.6
 CZ1040;UTM  12      - 3,626,572.402   444,406.255   MT  0.99963811   -0 19 16.9
 CZ1040
 CZ1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1040!SPC AZ C     -   0.99993161  x   0.99991129  =   0.99984291
 CZ1040!UTM  12      -   0.99993161  x   0.99963811  =   0.99956975
 CZ1040
 CZ1040                          SUPERSEDED SURVEY CONTROL
 CZ1040
 CZ1040  NAD 83(1986)-  32 46 32.35236(N)    111 35 37.02814(W) AD(       ) B
 CZ1040  ELLIP H (09/30/92)  435.69   (m)                       GP(       ) 2 1
 CZ1040  NAD 83(1986)-  32 46 32.35236(N)    111 35 37.02814(W) AD(       ) 1
 CZ1040  NAVD 88 (06/15/91)  465.832  (m)         1528.32   (f) UNKNOWN     1 2
 CZ1040  NGVD 29 (??/??/92)  465.660  (m)         1527.75   (f) ADJ UNCH    1 2
 CZ1040
 CZ1040.Superseded values are not recommended for survey control.
 CZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1040.See file dsdata.txt to determine how the superseded data were derived.
 CZ1040
 CZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4440626572(NAD 83)
 CZ1040_MARKER: DB = BENCH MARK DISK
 CZ1040_SETTING: 80 = SET IN A BOULDER
 CZ1040_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ1040_STAMPING: A 279 195 1/2
 CZ1040_MARK LOGO: USGS  
 CZ1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1040+STABILITY: SURFACE MOTION
 CZ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1040+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1992
 CZ1040
 CZ1040  HISTORY     - Date     Condition        Report By
 CZ1040  HISTORY     - UNK      MONUMENTED       USGS
 CZ1040  HISTORY     - 1967     GOOD             NGS
 CZ1040  HISTORY     - 1980     POOR             NGS
 CZ1040  HISTORY     - 1980     POOR             NGS
 CZ1040  HISTORY     - 1984     GOOD             NGS
 CZ1040  HISTORY     - 19911205 POOR             NGS
 CZ1040  HISTORY     - 19921021 GOOD             NGS
 CZ1040
 CZ1040                          STATION DESCRIPTION
 CZ1040
 CZ1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1040'2.8 MI NW FROM ELOY.
 CZ1040'ABOUT 2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1040'STATION AT ELOY, IN S 35, T 7 S, R 7 E, 0.2 MILE SOUTHEAST OF THE
 CZ1040'CROSSING OF THE RAILROAD AND A ROAD, 15 POLES SOUTHEAST OF MILEPOST
 CZ1040'NUMBER 930, 5 POLES SOUTHEAST OF RAILROAD BRIDGE NUMBER 930.36, 47
 CZ1040'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 91 FEET SOUTHWEST
 CZ1040'OF THE CENTER LINE OF STATE HIGHWAY 84, 22 FEET NORTHWEST OF A
 CZ1040'TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 2.0 FEET SOUTHEAST OF A
 CZ1040'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, A U.S.
 CZ1040'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A BOULDER WHICH IS REINFORCED
 CZ1040'WITH CONCRETE, ABOUT LEVEL WITH THE GROUND.
 CZ1040
 CZ1040                          STATION RECOVERY (1980)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1040'THE MARK IS 1.5 M BELOW THE RAILS.
 CZ1040'18.7 KILOMETERS (11.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1040'RAILROAD FROM THE STATION AT CASA GRANDE, 0.4 KILOMETER (0.25 MILE)
 CZ1040'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND HOUSER ROAD, 0.25
 CZ1040'KILOMETER (0.15 MILE) SOUTHEAST OF RAILROAD BRIDGE 930.36, SET IN
 CZ1040'TOP OF A SMALL BOULDER WITHIN A 1- BY 1-METER CONCRETE APRON,
 CZ1040'PROJECTING 6 CENTIMETERS ABOVE GROUND LEVEL, 14.3 METERS (47 FEET)
 CZ1040'NORTHEAST OF THE NORTHEAST RAIL, 101.8 METERS (334 FEET) NORTHWEST
 CZ1040'OF STATE HIGHWAY 84 MILE POST 190 AND 27.7 METERS (91 FEET) SOUTHWEST
 CZ1040'OF THE CENTERLINE OF THE HIGHWAY.
 CZ1040'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1040
 CZ1040                          STATION RECOVERY (1980)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1040'THE MARK IS 1.5 M BELOW THE RAILS.
 CZ1040'18.7 KILOMETERS (11.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1040'RAILROAD FROM THE STATION AT CASA GRANDE, 0.4 KILOMETER (0.25 MILE)
 CZ1040'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND HOUSER ROAD, 0.25
 CZ1040'KILOMETER (0.15 MILE) SOUTHEAST OF RAILROAD BRIDGE 930.36, SET IN
 CZ1040'TOP OF A SMALL BOULDER WITHIN A 1- BY 1-METER CONCRETE APRON,
 CZ1040'PROJECTING 6 CENTIMETERS ABOVE GROUND LEVEL, 14.3 METERS (47 FEET)
 CZ1040'NORTHEAST OF THE NORTHEAST RAIL, 101.8 METERS (334 FEET) NORTHWEST
 CZ1040'OF STATE HIGHWAY 84 MILE POST 190 AND 27.7 METERS (91 FEET) SOUTHWEST
 CZ1040'OF THE CENTERLINE OF THE HIGHWAY.
 CZ1040'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1040
 CZ1040                          STATION RECOVERY (1984)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1040'RECOVERED IN GOOD CONDITION.
 CZ1040
 CZ1040                          STATION RECOVERY (1991)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1040'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1040'ELOY, THENCE 4.5 KM (2.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1040'IN A 7 BY 20 INCH BOULDER SURROUNDED BY A MASS OF CONCRETE, 29.7 M
 CZ1040'(97.4 FT) SOUTH-SOUTHEAST OF A UTILITY PEDESTAL AND AN UNDERGROUND
 CZ1040'CABLE WARNING SIGN, 27.7 M (90.9 FT) SOUTHWEST OF THE HIGHWAY
 CZ1040'CENTERLINE, 14.4 M (47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ1040'SOUTHERN PACIFIC RAILROAD, 1.1 M (3.6 FT) SOUTHEAST OF BENCH MARK S
 CZ1040'516, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 CZ1040'FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE GROUND HAS ERODED FROM
 CZ1040'AROUND THE CONCRETE MAKING THE BOULDER VERY LOOSE.
 CZ1040
 CZ1040                          STATION RECOVERY (1992)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1040'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHWEST OF ELOY IN A
 CZ1040'DIRT STRIP BETWEEN THE SOUTHERN PACIFIC RAILROAD TRACK AND STATE
 CZ1040'HIGHWAY 84, 0.3 KM (0.2 MI) SOUTHEAST OF THE CROSSING OF HOUSER ROAD
 CZ1040'AND 0.11 KM (0.07 MI) NORTHWEST OF HIGHWAY MILEPOST 190.
 CZ1040'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84 AND MAIN
 CZ1040'STREET IN ELOY (ACROSS TRACKS FROM THE TOWN WATER TANKS) GO NORTHWEST
 CZ1040'ON HIGHWAY 84 FOR 3.49 KM (2.17 MI) TO TUMBLEWEED ROAD ON THE RIGHT.
 CZ1040'CONTINUE AHEAD FOR 0.98 KM (0.61 MI) TO THE STATION ON THE LEFT.
 CZ1040'THE STATION IS SET IN A DRILL HOLE IN A PLANTED 0.2 M (0.7 FT) X 0.5 M
 CZ1040'(1.6 FT) X 1 M (3.3 FT) HIGH BOULDER SURROUNDED BY A LARGE MASS OF
 CZ1040'CONCRETE THAT PROJECTS 15 CM ABOVE GROUND DUE TO EROSION.  LOCATED
 CZ1040'30.0 M (98.4 FT) SOUTH FROM A TELEPHONE PEDESTAL, 27.7 M (90.9 FT)
 CZ1040'SOUTHWEST FROM AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER, 14.4
 CZ1040'M (47.2 FT) NORTHEAST FROM AND 1.5 M (4.9 FT) LOWER THAN THE
 CZ1040'NORTHEAST RAIL OF TRACK AND 0.4 M (1.3 FT) SOUTHEAST FROM A METAL
 CZ1040'WITNESS POST.
 CZ1040'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0168 ***********************************************************************
 ET0168  DESIGNATION -  1958
 ET0168  PID         -  ET0168
 ET0168  STATE/COUNTY-  AZ/MARICOPA
 ET0168  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0168
 ET0168                         *CURRENT SURVEY CONTROL
 ET0168  ___________________________________________________________________
 ET0168* NAD 83(1986)-  34 00 14.     (N)    112 08 27.     (W)     SCALED    
 ET0168* NAVD 88     -       597.39   (+/-2cm)    1959.9    (feet)  VERTCON   
 ET0168  ___________________________________________________________________
 ET0168  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 ET0168
 ET0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0168
 ET0168.The horizontal coordinates were scaled from a topographic map and have
 ET0168.an estimated accuracy of +/- 6 seconds.
 ET0168
 ET0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0168.The vertical order pertains to the NGVD 29 superseded value.
 ET0168
 ET0168.The geoid height was determined by GEOID03.
 ET0168
 ET0168;                    North         East    Units  Estimated Accuracy
 ET0168;SPC AZ C     -   333,110.      192,650.      MT  (+/- 180 meters Scaled)
 ET0168
 ET0168                          SUPERSEDED SURVEY CONTROL
 ET0168
 ET0168  NGVD 29 (??/??/92)  596.778  (m)         1957.93   (f) ADJ UNCH    2 0
 ET0168
 ET0168.Superseded values are not recommended for survey control.
 ET0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0168.See file dsdata.txt to determine how the superseded data were derived.
 ET0168
 ET0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946631(NAD 83)
 ET0168_MARKER: DD = SURVEY DISK
 ET0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0168_SP_SET: BRIDGE
 ET0168_STAMPING: 1958X61 2000X67 31 1950
 ET0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0168
 ET0168  HISTORY     - Date     Condition        Report By
 ET0168  HISTORY     - 1950     MONUMENTED       AZDT
 ET0168  HISTORY     - 1959     GOOD             NGS
 ET0168
 ET0168                          STATION DESCRIPTION
 ET0168
 ET0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0168'4.7 MI S FROM BLACK CANYON.
 ET0168'4.7 MILES SOUTH ALONG HIGHWAY 69 FROM THE POST OFFICE IN BLACK CANYON,
 ET0168'0.25 MILE SOUTH OF MILEPOST NUMBER 239, SET IN THE SOUTH END OF THE
 ET0168'EAST HEADWALL OF A LARGE CONCRETE BRIDGE OVER MOORE GULCH, 15.6 FEET
 ET0168'EAST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTH OF THE SOUTH END OF
 ET0168'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0488 ***********************************************************************
 CZ0488  DESIGNATION -  1960
 CZ0488  PID         -  CZ0488
 CZ0488  STATE/COUNTY-  AZ/PIMA
 CZ0488  USGS QUAD   -  MARANA (1992)
 CZ0488
 CZ0488                         *CURRENT SURVEY CONTROL
 CZ0488  ___________________________________________________________________
 CZ0488* NAD 83(1986)-  32 28 14.     (N)    111 13 37.     (W)     SCALED    
 CZ0488* NAVD 88     -       601.66   (+/-2cm)    1973.9    (feet)  VERTCON   
 CZ0488  ___________________________________________________________________
 CZ0488  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0488
 CZ0488  VERT ORDER  -  ? (See Below)
 CZ0488
 CZ0488.The horizontal coordinates were scaled from a topographic map and have
 CZ0488.an estimated accuracy of +/- 6 seconds.
 CZ0488
 CZ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0488.The vertical order pertains to the NGVD 29 superseded value.
 CZ0488
 CZ0488.The geoid height was determined by GEOID03.
 CZ0488
 CZ0488;                    North         East    Units  Estimated Accuracy
 CZ0488;SPC AZ C     -   163,250.      278,190.      MT  (+/- 180 meters Scaled)
 CZ0488
 CZ0488                          SUPERSEDED SURVEY CONTROL
 CZ0488
 CZ0488  NGVD 29 (??/??/92)  601.103  (m)         1972.12   (f) ADJ UNCH    ?  
 CZ0488
 CZ0488.Superseded values are not recommended for survey control.
 CZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0488.See file dsdata.txt to determine how the superseded data were derived.
 CZ0488
 CZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA786926(NAD 83)
 CZ0488_MARKER: P = PIPE CAP
 CZ0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0488_STAMPING: 1960 NOGLS
 CZ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0488
 CZ0488  HISTORY     - Date     Condition        Report By
 CZ0488  HISTORY     - UNK      MONUMENTED       USGS
 CZ0488
 CZ0488                          STATION DESCRIPTION
 CZ0488
 CZ0488'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CZ0488'1.3 MI NW FROM MARANA.
 CZ0488'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0488'STATION SIGN AT MARANA, PIMA COUNTY, 1/4 MILE NORTHWEST OF BRIDGE 961
 CZ0488'A, 235 YARDS NORTHWEST OF MILEPOST 961, AND 75 FEET WEST OF THE CORNER
 CZ0488'OF A CORRAL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CZ0488'1960 NOGLS AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0930 ***********************************************************************
 DV0930  DESIGNATION -  1971
 DV0930  PID         -  DV0930
 DV0930  STATE/COUNTY-  AZ/MARICOPA
 DV0930  USGS QUAD   -  WITTMANN (1981)
 DV0930
 DV0930                         *CURRENT SURVEY CONTROL
 DV0930  ___________________________________________________________________
 DV0930* NAD 83(1992)-  33 51 08.88294(N)    112 37 23.50300(W)     ADJUSTED  
 DV0930* NAVD 88     -       601.214  (meters)    1972.48   (feet)  POSTED    
 DV0930  ___________________________________________________________________
 DV0930  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV0930  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0930  DYNAMIC HT  -         600.490 (meters)    1970.11  (feet)  COMP
 DV0930  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 DV0930
 DV0930  HORZ ORDER  -  SECOND
 DV0930  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0930
 DV0930.The horizontal coordinates were established by classical geodetic methods
 DV0930.and adjusted by the National Geodetic Survey in August 1993..
 DV0930
 DV0930.The orthometric height was determined by differential leveling
 DV0930.and adjusted by the National Geodetic Survey in November 2005..
 DV0930.No vertical observational check was made to the station.
 DV0930.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0930.was located on a no-check spur therefore a value was not computed.
 DV0930
 DV0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0930
 DV0930.The geoid height was determined by GEOID03.
 DV0930
 DV0930.The dynamic height is computed by dividing the NAVD 88
 DV0930.geopotential number by the normal gravity value computed on the
 DV0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0930.degrees latitude (g = 980.6199 gals.).
 DV0930
 DV0930.The modeled gravity was interpolated from observed gravity values.
 DV0930
 DV0930;                    North         East     Units Scale Factor Converg.
 DV0930;SPC AZ C     -   316,515.582   147,980.784   MT  0.99995268   -0 23 36.9
 DV0930;SPC AZ C     - 1,038,436.95    485,501.26   iFT  0.99995268   -0 23 36.9
 DV0930;UTM  12      - 3,746,983.162   349,835.104   MT  0.99987799   -0 54 15.8
 DV0930
 DV0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0930!SPC AZ C     -   0.99991029  x   0.99995268  =   0.99986297
 DV0930!UTM  12      -   0.99991029  x   0.99987799  =   0.99978829
 DV0930
 DV0930|---------------------------------------------------------------------|
 DV0930| PID    Reference Object                     Distance      Geod. Az  |
 DV0930|                                                           dddmmss.s |
 DV0930| DV2173 MORRISTOWN MAGNETIC                 129.077 METERS 00316     |
 DV0930| DV2166 ORION                               APPROX. 4.9 KM 0532541.1 |
 DV0930| CH4357 1971 RM 1                            68.461 METERS 14245     |
 DV0930|---------------------------------------------------------------------|
 DV0930
 DV0930                          SUPERSEDED SURVEY CONTROL
 DV0930
 DV0930  NAD 83(1986)-  33 51 08.87996(N)    112 37 23.50685(W) AD(       ) 2
 DV0930  NAD 27      -  33 51 08.75400(N)    112 37 20.86900(W) AD(       ) 2
 DV0930  NGVD 29 (??/??/92)  600.665  (m)         1970.68   (f) ADJ UNCH    2 0
 DV0930
 DV0930.Superseded values are not recommended for survey control.
 DV0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0930.See file dsdata.txt to determine how the superseded data were derived.
 DV0930
 DV0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4983546983(NAD 83)
 DV0930_MARKER: P = PIPE CAP
 DV0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0930_STAMPING: 1971 PHNX
 DV0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0930
 DV0930  HISTORY     - Date     Condition        Report By
 DV0930  HISTORY     - 1948     MONUMENTED       USGS
 DV0930  HISTORY     - 1947     GOOD             NGS
 DV0930  HISTORY     - 1967     GOOD             AMS
 DV0930
 DV0930                          STATION DESCRIPTION
 DV0930
 DV0930'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 DV0930'THE STATION IS LOCATED 225 FEET NORTHWEST OF THE CASTLE
 DV0930'HOT SPRINGS DEPOT AT MORRISTOWN.  THE STATION MARK IS A U.S.
 DV0930'GEOLOGICAL SURVEY BENCH MARK, RIVETED TO THE TOP OF A
 DV0930'3 INCH IRON PIPE SET IN CONCRETE.  IT PROJECTS 16 INCHES IS
 DV0930'SET 60 FEET NORTHWEST OF THE CENTERLINE OF A ROAD AND 48
 DV0930'FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD.  IT IS
 DV0930'STAMPED, 1971.
 DV0930'
 DV0930'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH IN A SLAB
 DV0930'OF CONCRETE IN FRONT OF THE DOOR OF THE DEPOT.  IT IS THE
 DV0930'SAME ELEVATION AS THE STATION MARK AND IS STAMPED, B.M. 1971
 DV0930'NO 1 1947.
 DV0930'
 DV0930'THE MAGNETIC STATION IS A BRONZE DISK SET IN A BOULDER, FLUSH,
 DV0930'IN THE MIDDLE OF AN OLD ROADWAY 120 FEET SOUTHWEST OF THE
 DV0930'CENTERLINE OF U.S. HIGHWAYS 60, 70 AND 89.  80.87 FEET SOUTHWEST
 DV0930'OF A REFERENCE MARK.  IT IS STAMPED, MORRISTOWN 1924.
 DV0930'
 DV0930'STATION ORION 1924 WAS USED AS AN AZIMUTH.
 DV0930
 DV0930                          STATION RECOVERY (1947)
 DV0930
 DV0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DV0930'IN HOT SPRINGS JUNCTION.
 DV0930'AT HOT SPRINGS JUNCTION (MORRISTOWN), MARICOPA COUNTY, 250 FEET
 DV0930'NORTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT A
 DV0930'ROAD CROSSING, 60 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 DV0930'30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 DV0930'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1971 PHNX AND RIVETED ON THE
 DV0930'TOP OF A 3-1/2 INCH IRON PIPE.
 DV0930
 DV0930                          STATION RECOVERY (1967)
 DV0930
 DV0930'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 DV0930'DESCRIPTION ADEQUATE.  DIRECTIONS OR CHECK MEASUREMENTS WERE
 DV0930'NOT MADE TO THE R.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0297 ***********************************************************************
 DA0297  DESIGNATION -  1974.2
 DA0297  PID         -  DA0297
 DA0297  STATE/COUNTY-  AZ/PIMA
 DA0297  USGS QUAD   -  KOHATK (1981)
 DA0297
 DA0297                         *CURRENT SURVEY CONTROL
 DA0297  ___________________________________________________________________
 DA0297* NAD 83(1986)-  32 30 12.     (N)    112 07 13.     (W)     SCALED    
 DA0297* NAVD 88     -       602.38   (+/-2cm)    1976.3    (feet)  VERTCON   
 DA0297  ___________________________________________________________________
 DA0297  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0297
 DA0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0297
 DA0297.The horizontal coordinates were scaled from a topographic map and have
 DA0297.an estimated accuracy of +/- 6 seconds.
 DA0297
 DA0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0297.The vertical order pertains to the NGVD 29 superseded value.
 DA0297
 DA0297.The geoid height was determined by GEOID03.
 DA0297
 DA0297;                    North         East    Units  Estimated Accuracy
 DA0297;SPC AZ C     -   166,700.      194,230.      MT  (+/- 180 meters Scaled)
 DA0297
 DA0297                          SUPERSEDED SURVEY CONTROL
 DA0297
 DA0297  NGVD 29 (??/??/92)  601.724  (m)         1974.16   (f) ADJ UNCH    2 0
 DA0297
 DA0297.Superseded values are not recommended for survey control.
 DA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0297.See file dsdata.txt to determine how the superseded data were derived.
 DA0297
 DA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA947967(NAD 83)
 DA0297_MARKER: B = BOLT
 DA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0297+STABILITY: SURFACE MOTION
 DA0297
 DA0297  HISTORY     - Date     Condition        Report By
 DA0297  HISTORY     - UNK      MONUMENTED       USGS
 DA0297  HISTORY     - 1952     GOOD             NGS
 DA0297
 DA0297                          STATION DESCRIPTION
 DA0297
 DA0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0297'9.8 MI SW FROM QUAJOTE.
 DA0297'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0297'VILLAGE OF QUAJOTE, THENCE 7.2 MILES SOUTHWEST ALONG A GRADED ROAD, AT
 DA0297'THE Y JUNCTION OF A DIM ROAD LEADING NORTH, ON TOP OF A ROCKY HILL, 60
 DA0297'FEET WEST OF THE APPROXIMATE CENTER OF THE JUNCTION, 48 1/2 FEET
 DA0297'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AN IRON BOLT SET IN THE
 DA0297'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT
 DA0297'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0166 ***********************************************************************
 DA0166  DESIGNATION -  1985.6
 DA0166  PID         -  DA0166
 DA0166  STATE/COUNTY-  AZ/MARICOPA
 DA0166  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0166
 DA0166                         *CURRENT SURVEY CONTROL
 DA0166  ___________________________________________________________________
 DA0166* NAD 83(1986)-  32 42 44.     (N)    112 13 24.     (W)     SCALED    
 DA0166* NAVD 88     -       605.75   (+/-2cm)    1987.4    (feet)  VERTCON   
 DA0166  ___________________________________________________________________
 DA0166  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0166
 DA0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0166
 DA0166.The horizontal coordinates were scaled from a topographic map and have
 DA0166.an estimated accuracy of +/- 6 seconds.
 DA0166
 DA0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0166.The vertical order pertains to the NGVD 29 superseded value.
 DA0166
 DA0166.The geoid height was determined by GEOID03.
 DA0166
 DA0166;                    North         East    Units  Estimated Accuracy
 DA0166;SPC AZ C     -   189,880.      184,610.      MT  (+/- 180 meters Scaled)
 DA0166
 DA0166                          SUPERSEDED SURVEY CONTROL
 DA0166
 DA0166  NGVD 29 (??/??/92)  605.082  (m)         1985.17   (f) ADJ UNCH    2 0
 DA0166
 DA0166.Superseded values are not recommended for survey control.
 DA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0166.See file dsdata.txt to determine how the superseded data were derived.
 DA0166
 DA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB853200(NAD 83)
 DA0166_MARKER: B = BOLT
 DA0166_SETTING: 0 = UNSPECIFIED SETTING
 DA0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0166
 DA0166  HISTORY     - Date     Condition        Report By
 DA0166  HISTORY     - UNK      MONUMENTED       USGS
 DA0166  HISTORY     - 1952     GOOD             NGS
 DA0166
 DA0166                          STATION DESCRIPTION
 DA0166
 DA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0166'38.4 MI SE FROM GELA BEND.
 DA0166'SAME TO REACH AS B.M. M 319, 73 FEET WEST OF THE CENTER LINE OF THE
 DA0166'ROAD, 58.8 FEET SOUTH OF THE BENCH MARK M 319, 3.3 FEET EAST OF A
 DA0166'NORTHSOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0111 ***********************************************************************
 CZ0111  DESIGNATION -  199
 CZ0111  PID         -  CZ0111
 CZ0111  STATE/COUNTY-  AZ/PIMA
 CZ0111  USGS QUAD   -  RINCON PEAK (1981)
 CZ0111
 CZ0111                         *CURRENT SURVEY CONTROL
 CZ0111  ___________________________________________________________________
 CZ0111* NAD 83(1986)-  32 00 07.     (N)    110 35 58.     (W)     SCALED    
 CZ0111* NAVD 88     -      1064.56   (+/-2cm)    3492.6    (feet)  VERTCON   
 CZ0111  ___________________________________________________________________
 CZ0111  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ0111
 CZ0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0111
 CZ0111.The horizontal coordinates were scaled from a topographic map and have
 CZ0111.an estimated accuracy of +/- 6 seconds.
 CZ0111
 CZ0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0111.The vertical order pertains to the NGVD 29 superseded value.
 CZ0111
 CZ0111.The geoid height was determined by GEOID03.
 CZ0111
 CZ0111;                    North         East    Units  Estimated Accuracy
 CZ0111;SPC AZ C     -   111,840.      337,820.      MT  (+/- 180 meters Scaled)
 CZ0111
 CZ0111                          SUPERSEDED SURVEY CONTROL
 CZ0111
 CZ0111  NGVD 29 (??/??/92) 1063.813  (m)         3490.19   (f) ADJ UNCH    1 2
 CZ0111
 CZ0111.Superseded values are not recommended for survey control.
 CZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0111.See file dsdata.txt to determine how the superseded data were derived.
 CZ0111
 CZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA378407(NAD 83)
 CZ0111_MARKER: DD = SURVEY DISK
 CZ0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0111_SP_SET: CULVERT
 CZ0111_STAMPING: 199 H 1907
 CZ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0111
 CZ0111  HISTORY     - Date     Condition        Report By
 CZ0111  HISTORY     - 1907     MONUMENTED       USGS
 CZ0111  HISTORY     - 1952     GOOD             NGS
 CZ0111
 CZ0111                          STATION DESCRIPTION
 CZ0111
 CZ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0111'1 MI NW FROM PANTANO.
 CZ0111'1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE S.P.R.R.
 CZ0111'WATER TANK AT PANTANO, ABOUT 75 YARDS WEST OF BLOCK SIGNAL NUMBER
 CZ0111'1011.6, AT A LARGE ARCH CULVERT NUMBER 1011.56, AND IN THE TOP OF THE
 CZ0111'SOUTHWEST CONCRETE HEADWALL, 23.3 FEET SOUTHWEST, SLOPING DISTANCE, OF
 CZ0111'THE SOUTHWEST RAIL, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0111'HEADWALL, AND ABOUT 11 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0086 ***********************************************************************
 FS0086  DESIGNATION -  1992.29
 FS0086  PID         -  FS0086
 FS0086  STATE/COUNTY-  AZ/MOHAVE
 FS0086  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0086
 FS0086                         *CURRENT SURVEY CONTROL
 FS0086  ___________________________________________________________________
 FS0086* NAD 83(1986)-  35 52 29.     (N)    114 36 29.     (W)     SCALED    
 FS0086* NAVD 88     -       607.259  (meters)    1992.32   (feet)  POSTED    
 FS0086  ___________________________________________________________________
 FS0086  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0086  DYNAMIC HT  -         606.640 (meters)    1990.28  (feet)  COMP
 FS0086  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 FS0086
 FS0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0086
 FS0086.The horizontal coordinates were scaled from a topographic map and have
 FS0086.an estimated accuracy of +/- 6 seconds.
 FS0086
 FS0086.The orthometric height was determined by differential leveling
 FS0086.and adjusted by the National Geodetic Survey in 1992..
 FS0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0086.rate of 0.0 thru 1.0 mm/km.
 FS0086
 FS0086.The geoid height was determined by GEOID03.
 FS0086
 FS0086.The dynamic height is computed by dividing the NAVD 88
 FS0086.geopotential number by the normal gravity value computed on the
 FS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0086.degrees latitude (g = 980.6199 gals.).
 FS0086
 FS0086.The modeled gravity was interpolated from observed gravity values.
 FS0086
 FS0086;                    North         East    Units  Estimated Accuracy
 FS0086;SPC AZ W     -   540,970.      135,880.      MT  (+/- 180 meters Scaled)
 FS0086
 FS0086                          SUPERSEDED SURVEY CONTROL
 FS0086
 FS0086  NGVD 29 (??/??/92)  606.555  (m)         1990.01   (f) ADJ UNCH    1 1
 FS0086
 FS0086.Superseded values are not recommended for survey control.
 FS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0086.See file dsdata.txt to determine how the superseded data were derived.
 FS0086
 FS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV159726(NAD 83)
 FS0086_MARKER: DD = SURVEY DISK
 FS0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0086_SP_SET: CULVERT
 FS0086_STAMPING: 1992.29
 FS0086_MARK LOGO: BPR   
 FS0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0086
 FS0086  HISTORY     - Date     Condition        Report By
 FS0086  HISTORY     - UNK      MONUMENTED       BPR
 FS0086  HISTORY     - 1950     GOOD             NGS
 FS0086  HISTORY     - 1963     GOOD             NGS
 FS0086  HISTORY     - 1981     GOOD             NGS
 FS0086  HISTORY     - 19870519 GOOD             USPSQD
 FS0086
 FS0086                          STATION DESCRIPTION
 FS0086
 FS0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0086'14 MI SE FROM HOOVER DAM.
 FS0086'14.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0086'(ARIZONA) END OF HOOVER DAM, AT MILE POST 14, AT THE BASE OF A
 FS0086'ROCK CUT, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN THE
 FS0086'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL, 13.9 FEET
 FS0086'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0086'HIGHWAY.
 FS0086
 FS0086                          STATION RECOVERY (1963)
 FS0086
 FS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0086'RECOVERED IN GOOD CONDITION.
 FS0086
 FS0086                          STATION RECOVERY (1981)
 FS0086
 FS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0086'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0086'OF HOOVER DAM, THENCE 6.05 KM (3.75 MI) SOUTHEAST ALONG THE OLD
 FS0086'HIGHWAY, AT THE BASE OF A ROCK CUT, IN TOP OF THE NORTH END OF THE
 FS0086'EAST HEADWALL OF A 18-INCH METAL PIPE CULVERT, 4.2 METERS (13.9 FT)
 FS0086'EAST OF THE CENTER OF THE OLD HIGHWAY.
 FS0086'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0086
 FS0086                          STATION RECOVERY (1987)
 FS0086
 FS0086'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0083 ***********************************************************************
 EU0083  DESIGNATION -  1996.25
 EU0083  PID         -  EU0083
 EU0083  STATE/COUNTY-  AZ/MOHAVE
 EU0083  USGS QUAD   -  YUCCA NW (1970)
 EU0083
 EU0083                         *CURRENT SURVEY CONTROL
 EU0083  ___________________________________________________________________
 EU0083* NAD 83(1986)-  34 55 09.     (N)    114 09 04.     (W)     SCALED    
 EU0083* NAVD 88     -       609.12   (+/-2cm)    1998.4    (feet)  VERTCON   
 EU0083  ___________________________________________________________________
 EU0083  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EU0083
 EU0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0083
 EU0083.The horizontal coordinates were scaled from a topographic map and have
 EU0083.an estimated accuracy of +/- 6 seconds.
 EU0083
 EU0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0083.The vertical order pertains to the NGVD 29 superseded value.
 EU0083
 EU0083.The geoid height was determined by GEOID03.
 EU0083
 EU0083;                    North         East    Units  Estimated Accuracy
 EU0083;SPC AZ W     -   434,700.      176,710.      MT  (+/- 180 meters Scaled)
 EU0083
 EU0083                          SUPERSEDED SURVEY CONTROL
 EU0083
 EU0083  NGVD 29 (??/??/??)  608.395  (m)         1996.04   (f) ADJUSTED    2 0
 EU0083
 EU0083.Superseded values are not recommended for survey control.
 EU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0083.See file dsdata.txt to determine how the superseded data were derived.
 EU0083
 EU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602677(NAD 83)
 EU0083_MARKER: DD = SURVEY DISK
 EU0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0083_SP_SET: CULVERT
 EU0083_STAMPING: 1996.25 1531-45 1951
 EU0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0083
 EU0083  HISTORY     - Date     Condition        Report By
 EU0083  HISTORY     - 1951     MONUMENTED       AZHD
 EU0083  HISTORY     - 1961     GOOD             NGS
 EU0083  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0083  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0083
 EU0083                          STATION DESCRIPTION
 EU0083
 EU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0083'3.8 MI NE FROM YUCCA.
 EU0083'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0083'THENCE 3.45 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP AND
 EU0083'APPROXIMATE CENTER OF THE EAST HEADWALL OF 70 FOOT CONCRETE BOX
 EU0083'CULVERT WITH 6 OPENINGS, 25 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EU0083'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0083
 EU0083                          STATION RECOVERY (1970)
 EU0083
 EU0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0083'MARK NOT FOUND.
 EU0083
 EU0083                          STATION RECOVERY (1981)
 EU0083
 EU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0083'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3820 ***********************************************************************
 AJ3820  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3820  DESIGNATION -  1AC1
 AJ3820  PID         -  AJ3820
 AJ3820  STATE/COUNTY-  AZ/MARICOPA
 AJ3820  USGS QUAD   -  FOWLER (1982)
 AJ3820
 AJ3820                         *CURRENT SURVEY CONTROL
 AJ3820  ___________________________________________________________________
 AJ3820* NAD 83(1992)-  33 22 38.18014(N)    112 12 09.32644(W)     ADJUSTED  
 AJ3820* NAVD 88     -       303.61   (meters)     996.1    (feet)  GPS OBS   
 AJ3820  ___________________________________________________________________
 AJ3820  X           -  -2,014,794.267 (meters)                     COMP
 AJ3820  Y           -  -4,936,464.589 (meters)                     COMP
 AJ3820  Z           -   3,489,125.872 (meters)                     COMP
 AJ3820  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 AJ3820  ELLIP HEIGHT-         273.54  (meters)          (04/12/01) GPS OBS
 AJ3820  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3820
 AJ3820  HORZ ORDER  -  B
 AJ3820  ELLP ORDER  -  THIRD     CLASS II
 AJ3820
 AJ3820.The horizontal coordinates were established by GPS observations
 AJ3820.and adjusted by the National Geodetic Survey in April 2001..
 AJ3820
 AJ3820.The orthometric height was determined by GPS observations and a
 AJ3820.high-resolution geoid model using precise GPS observation and
 AJ3820.processing techniques.
 AJ3820
 AJ3820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3820
 AJ3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3820
 AJ3820.The ellipsoidal height was determined by GPS observations
 AJ3820.and is referenced to NAD 83.
 AJ3820
 AJ3820.The geoid height was determined by GEOID03.
 AJ3820
 AJ3820;                    North         East     Units Scale Factor Converg.
 AJ3820;SPC AZ C     -   263,626.321   186,756.399   MT  0.99990872   -0 09 26.3
 AJ3820;SPC AZ C     -   864,915.75    612,717.84   iFT  0.99990872   -0 09 26.3
 AJ3820;UTM  12      - 3,693,758.564   388,136.273   MT  0.99975428   -0 39 42.0
 AJ3820
 AJ3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3820!SPC AZ C     -   0.99995706  x   0.99990872  =   0.99986578
 AJ3820!UTM  12      -   0.99995706  x   0.99975428  =   0.99971135
 AJ3820
 AJ3820                          SUPERSEDED SURVEY CONTROL
 AJ3820
 AJ3820.No superseded survey control is available for this station.
 AJ3820
 AJ3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8813693759(NAD 83)
 AJ3820_MARKER: I = METAL ROD
 AJ3820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3820_STAMPING: 1AC1
 AJ3820_MARK LOGO: MCDOT 
 AJ3820_PROJECTION: FLUSH
 AJ3820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3820+STABILITY: POSITION/ELEVATION WELL
 AJ3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3820_ROD/PIPE-DEPTH:  5.6 meters
 AJ3820_SLEEVE-DEPTH  :  0.8 meters
 AJ3820
 AJ3820  HISTORY     - Date     Condition        Report By
 AJ3820  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3820  HISTORY     - 20050713 MARK NOT FOUND   MCDOT
 AJ3820
 AJ3820                          STATION DESCRIPTION
 AJ3820
 AJ3820'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3820'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF THE TOWN OF
 AJ3820'TOLLESON IN TOWNSHIP 1 SOUTH, RANGE 2 EAST, SECTION 6
 AJ3820'OWNERSHIP - MCDOT
 AJ3820'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 67TH
 AJ3820'AVENUE AT EXIT 137, DRIVE SOUTH ON 67TH AVENUE 5.8 MI (9.3 KM) TO THE
 AJ3820'INTERSECTION OF 67TH AVENUE AND BASELINE ROAD, THENCE TURN RIGHT
 AJ3820'(WEST) ONTO BASELINE ROAD AND DRIVE ABOUT 50 FT (15.2 M) AND PARK ON
 AJ3820'THE SHOULDER OF THE ROAD, THE MONUMENT IS LOCATED 43 FT (13.1 M) WEST
 AJ3820'OF THE CENTERLINE OF 67TH AVENUE AND 30 FT (9.1 M) SOUTH OF THE
 AJ3820'CENTERLINE OF BASELINE ROAD
 AJ3820'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3820'COMPRESSED ON A 18.5 FT (5.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3820'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3820'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AC1, SURROUNDED BY A
 AJ3820'CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3820'MARKER
 AJ3820'STATION TIES -
 AJ3820'43 FT (13.1 M) WEST OF THE CENTERLINE OF 67TH AVENUE
 AJ3820'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3820'6 FT (1.8 M) NORTH OF A CONCRETE IRRIGATION DITCH
 AJ3820'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3820'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3820
 AJ3820                          STATION RECOVERY (2005)
 AJ3820
 AJ3820'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3820'THIS STATION IS GONE. IT WAS CONFIRMED BY TWO DIFFERENT PARTIES.
 AJ3820'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3665 ***********************************************************************
 AJ3665  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3665  DESIGNATION -  1AE1
 AJ3665  PID         -  AJ3665
 AJ3665  STATE/COUNTY-  AZ/MARICOPA
 AJ3665  USGS QUAD   -  LONE BUTTE (1973)
 AJ3665
 AJ3665                         *CURRENT SURVEY CONTROL
 AJ3665  ___________________________________________________________________
 AJ3665* NAD 83(1992)-  33 22 13.92545(N)    112 06 00.67377(W)     ADJUSTED  
 AJ3665* NAVD 88     -       347.48   (meters)    1140.0    (feet)  GPS OBS   
 AJ3665  ___________________________________________________________________
 AJ3665  X           -  -2,006,136.733 (meters)                     COMP
 AJ3665  Y           -  -4,940,472.704 (meters)                     COMP
 AJ3665  Z           -   3,488,526.072 (meters)                     COMP
 AJ3665  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AJ3665  ELLIP HEIGHT-         317.64  (meters)          (04/12/01) GPS OBS
 AJ3665  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AJ3665
 AJ3665  HORZ ORDER  -  B
 AJ3665  ELLP ORDER  -  THIRD     CLASS II
 AJ3665
 AJ3665.The horizontal coordinates were established by GPS observations
 AJ3665.and adjusted by the National Geodetic Survey in April 2001..
 AJ3665
 AJ3665.The orthometric height was determined by GPS observations and a
 AJ3665.high-resolution geoid model using precise GPS observation and
 AJ3665.processing techniques.
 AJ3665
 AJ3665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3665
 AJ3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3665
 AJ3665.The ellipsoidal height was determined by GPS observations
 AJ3665.and is referenced to NAD 83.
 AJ3665
 AJ3665.The geoid height was determined by GEOID03.
 AJ3665
 AJ3665;                    North         East     Units Scale Factor Converg.
 AJ3665;SPC AZ C     -   262,857.666   196,283.163   MT  0.99990359   -0 06 03.4
 AJ3665;SPC AZ C     -   862,393.92    643,973.63   iFT  0.99990359   -0 06 03.4
 AJ3665;UTM  12      - 3,692,906.224   397,654.337   MT  0.99972914   -0 36 18.8
 AJ3665
 AJ3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3665!SPC AZ C     -   0.99995013  x   0.99990359  =   0.99985373
 AJ3665!UTM  12      -   0.99995013  x   0.99972914  =   0.99967929
 AJ3665
 AJ3665                          SUPERSEDED SURVEY CONTROL
 AJ3665
 AJ3665.No superseded survey control is available for this station.
 AJ3665
 AJ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9765492906(NAD 83)
 AJ3665_MARKER: I = METAL ROD
 AJ3665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3665_STAMPING: 1AE1 1999
 AJ3665_MARK LOGO: MCDOT 
 AJ3665_PROJECTION: FLUSH
 AJ3665_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3665+STABILITY: POSITION/ELEVATION WELL
 AJ3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3665+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3665_ROD/PIPE-DEPTH: 22.6 meters
 AJ3665_SLEEVE-DEPTH  :  0.8 meters
 AJ3665
 AJ3665  HISTORY     - Date     Condition        Report By
 AJ3665  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3665  HISTORY     - 20050520 MARK NOT FOUND   MCDOT
 AJ3665
 AJ3665                          STATION DESCRIPTION
 AJ3665
 AJ3665'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3665'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX 1.25 NORTH OF SOUTH
 AJ3665'MOUNTAIN PARK, TOWNSHIP 01 SOUTH, RANGE 03 EAST, SECTION 06
 AJ3665'OWNERSHIP - PRIVATE
 AJ3665'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND 19TH AVENUE (EXIT
 AJ3665'197) , DRIVE SOUTH 4.0 MI (6.4 KM) ON 19TH AVENUE TO THE STATION ON
 AJ3665'THE NORTHEAST CORNER AS DESCRIBED
 AJ3665'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3665'COMPRESSED ON A 74 FOOT (22.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3665'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3665'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AE1 1999, SURROUNDED WITH A
 AJ3665'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3665'MARKER
 AJ3665'STATION TIES
 AJ3665'38.0 FEET (11.6 M) EAST OF THE EAST EDGE OF PAVEMENT ON 19TH AVE
 AJ3665'8.0 FEET (2.4 M) NORTH OF THE NORTH EDGE OF THE IRRIGATION DITCH ON
 AJ3665'THE NORTH SIDE AND PARALLELING SOUTH MOUNTAIN AVE
 AJ3665'9 FT (2.7 M) EAST OF THE EAST EDGE OF LARGE DIRT IRRIGATION CANAL ON
 AJ3665'THE EAST SIDE AND PARALLELING 19TH AVENUE
 AJ3665' 
 AJ3665'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3665'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3665
 AJ3665                          STATION RECOVERY (2005)
 AJ3665
 AJ3665'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3665'AFTER NUMEROUS SEARCHES THE MONUMENT COULD NOT BE FOUND. MAJOR
 AJ3665'CONSTRUCTION HAS HAPPENED RECENTLY IN THE AREA.
 AJ3665' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3663 ***********************************************************************
 AJ3663  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3663  DESIGNATION -  1AG2
 AJ3663  PID         -  AJ3663
 AJ3663  STATE/COUNTY-  AZ/MARICOPA
 AJ3663  USGS QUAD   -  TEMPE (1982)
 AJ3663
 AJ3663                         *CURRENT SURVEY CONTROL
 AJ3663  ___________________________________________________________________
 AJ3663* NAD 83(1992)-  33 22 30.10482(N)    111 59 19.74692(W)     ADJUSTED  
 AJ3663* NAVD 88     -       388.74   (meters)    1275.4    (feet)  GPS OBS   
 AJ3663  ___________________________________________________________________
 AJ3663  X           -  -1,996,440.178 (meters)                     COMP
 AJ3663  Y           -  -4,944,140.563 (meters)                     COMP
 AJ3663  Z           -   3,488,965.123 (meters)                     COMP
 AJ3663  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3663  ELLIP HEIGHT-         359.01  (meters)          (04/12/01) GPS OBS
 AJ3663  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AJ3663
 AJ3663  HORZ ORDER  -  B
 AJ3663  ELLP ORDER  -  THIRD     CLASS II
 AJ3663
 AJ3663.The horizontal coordinates were established by GPS observations
 AJ3663.and adjusted by the National Geodetic Survey in April 2001..
 AJ3663
 AJ3663.The orthometric height was determined by GPS observations and a
 AJ3663.high-resolution geoid model using precise GPS observation and
 AJ3663.processing techniques.
 AJ3663
 AJ3663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3663
 AJ3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3663
 AJ3663.The ellipsoidal height was determined by GPS observations
 AJ3663.and is referenced to NAD 83.
 AJ3663
 AJ3663.The geoid height was determined by GEOID03.
 AJ3663
 AJ3663;                    North         East     Units Scale Factor Converg.
 AJ3663;SPC AZ C     -   263,343.363   206,646.513   MT  0.99990056   -0 02 22.9
 AJ3663;SPC AZ C     -   863,987.41    677,974.12   iFT  0.99990056   -0 02 22.9
 AJ3663;UTM  12      - 3,693,300.617   408,019.638   MT  0.99970431   -0 32 38.4
 AJ3663
 AJ3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3663!SPC AZ C     -   0.99994364  x   0.99990056  =   0.99984421
 AJ3663!UTM  12      -   0.99994364  x   0.99970431  =   0.99964797
 AJ3663
 AJ3663                          SUPERSEDED SURVEY CONTROL
 AJ3663
 AJ3663.No superseded survey control is available for this station.
 AJ3663
 AJ3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0802093301(NAD 83)
 AJ3663_MARKER: I = METAL ROD
 AJ3663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3663+WITH SETTING: INFORMATION.
 AJ3663_STAMPING: 1AG2 1999
 AJ3663_MARK LOGO: MCDOT 
 AJ3663_PROJECTION: FLUSH
 AJ3663_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3663+STABILITY: POSITION/ELEVATION WELL
 AJ3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3663+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3663_ROD/PIPE-DEPTH:  1.1 meters
 AJ3663_SLEEVE-DEPTH  :  0.8 meters
 AJ3663
 AJ3663  HISTORY     - Date     Condition        Report By
 AJ3663  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3663
 AJ3663                          STATION DESCRIPTION
 AJ3663
 AJ3663'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3663'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3663'RANGE 04 EAST, SECTION 06
 AJ3663'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3663'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 40TH STREET (EXIT
 AJ3663'152), DRIVE SOUTH 2.0 MI (3.2 KM) ON 40TH STREET TO BASELINE ROAD,
 AJ3663'THENCE TURN LEFT (EAST) ONTO BASELINE ROAD AND DRIVE 0.3 MI (0.5 KM)
 AJ3663'TO A DIRT ACCESS ROAD ON THE LEFT (SOUTH) SIDE OF BASELINE ROAD ( SAID
 AJ3663'DIRT ROAD IS ALSO WEST OF HIGHLINE CANAL, THENCE TURN LEFT (SOUTH)
 AJ3663'ONTO THE DIRT ACCESS ROAD AND DRIVE SOUTHEASTERLY FOR 0.2 MI (0.3 KM)
 AJ3663'TO A DIRT TRAIL ON RIGHT (SOUTH) SIDE OF ROAD, THENCE TURN RIGHT
 AJ3663'(SOUTH) ONTO THE DIRT TRAIL AND DRIVE 300 FT (91.4 M) UPHILL TO THE
 AJ3663'TOP, PARK AND FIND THE STATION AS DESCRIBED
 AJ3663'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3663'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3663'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3663'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AG2 1999, SURROUNDED WITH A
 AJ3663'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3663'MARKER
 AJ3663'STATION TIES
 AJ3663'6 FEET (1.8 M) NORTHEAST OF WHITE CARSONITE MARKER
 AJ3663'ON TOP OF SMALL HILL JUST NORTH OF FOUR BOULDERS
 AJ3663'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3663'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3662 ***********************************************************************
 AJ3662  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3662  DESIGNATION -  1AI1
 AJ3662  PID         -  AJ3662
 AJ3662  STATE/COUNTY-  AZ/MARICOPA
 AJ3662  USGS QUAD   -  TEMPE (1982)
 AJ3662
 AJ3662                         *CURRENT SURVEY CONTROL
 AJ3662  ___________________________________________________________________
 AJ3662* NAD 83(1992)-  33 23 06.45993(N)    111 53 23.12401(W)     ADJUSTED  
 AJ3662* NAVD 88     -       364.97   (meters)    1197.4    (feet)  GPS OBS   
 AJ3662  ___________________________________________________________________
 AJ3662  X           -  -1,987,651.820 (meters)                     COMP
 AJ3662  Y           -  -4,946,994.637 (meters)                     COMP
 AJ3662  Z           -   3,489,887.362 (meters)                     COMP
 AJ3662  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ3662  ELLIP HEIGHT-         335.20  (meters)          (04/12/01) GPS OBS
 AJ3662  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3662
 AJ3662  HORZ ORDER  -  B
 AJ3662  ELLP ORDER  -  THIRD     CLASS II
 AJ3662
 AJ3662.The horizontal coordinates were established by GPS observations
 AJ3662.and adjusted by the National Geodetic Survey in April 2001..
 AJ3662
 AJ3662.The orthometric height was determined by GPS observations and a
 AJ3662.high-resolution geoid model using precise GPS observation and
 AJ3662.processing techniques.
 AJ3662
 AJ3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3662
 AJ3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3662
 AJ3662.The ellipsoidal height was determined by GPS observations
 AJ3662.and is referenced to NAD 83.
 AJ3662
 AJ3662.The geoid height was determined by GEOID03.
 AJ3662
 AJ3662;                    North         East     Units Scale Factor Converg.
 AJ3662;SPC AZ C     -   264,461.302   215,863.593   MT  0.99990008   +0 00 53.3
 AJ3662;SPC AZ C     -   867,655.19    708,213.89   iFT  0.99990008   +0 00 53.3
 AJ3662;UTM  12      - 3,694,337.163   417,244.302   MT  0.99968443   -0 29 22.7
 AJ3662
 AJ3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3662!SPC AZ C     -   0.99994738  x   0.99990008  =   0.99984746
 AJ3662!UTM  12      -   0.99994738  x   0.99968443  =   0.99963182
 AJ3662
 AJ3662                          SUPERSEDED SURVEY CONTROL
 AJ3662
 AJ3662.No superseded survey control is available for this station.
 AJ3662
 AJ3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1724494337(NAD 83)
 AJ3662_MARKER: I = METAL ROD
 AJ3662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3662_STAMPING: 1AI1 1999
 AJ3662_MARK LOGO: MCDOT 
 AJ3662_PROJECTION: FLUSH
 AJ3662_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3662+STABILITY: POSITION/ELEVATION WELL
 AJ3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3662+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3662_ROD/PIPE-DEPTH:  7.0 meters
 AJ3662_SLEEVE-DEPTH  :  0.8 meters
 AJ3662
 AJ3662  HISTORY     - Date     Condition        Report By
 AJ3662  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3662
 AJ3662                          STATION DESCRIPTION
 AJ3662
 AJ3662'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3662'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 NORTH,
 AJ3662'RANGE 05 EAST, SECTION 31
 AJ3662'OWNERSHIP - ADOT
 AJ3662'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB ROAD
 AJ3662'(EXIT 179) , DRIVE SOUTH ON COUNTRY CLUB ROAD 1.0 MI (1.6 KM) TO
 AJ3662'BASELINE ROAD THENCE, TURN RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE
 AJ3662'3.0 MI (4.8 KM) TO US 101 NORTHBOUND FRONTAGE ROAD (EAST SIDE OF US
 AJ3662'101), THENCE TURN RIGHT (NORTH) ONTO THE NORTHBOUND FRONTAGE ROAD AND
 AJ3662'DRIVE TO A CURB CUT ON THE RIGHT (EAST) SIDE OF THE NORTHBOUND
 AJ3662'FRONTAGE ROAD JUST BEFORE THE FIRST OVERHEAD RAMP (US 101 NORTH TO
 AJ3662'I-60 EAST) THENCE, TURN RIGHT (EAST) ONTO THE CURB CUT AND DRIVE
 AJ3662'NORTHERLY (ON THE DIRT) TO AN OPEN AREA MIDWAY BETWEEN THE TWO RAMPS
 AJ3662'(US 101 NORTH AND US 101 SOUTH TO I-60 EAST) , PARK AND WALK TO THE
 AJ3662'STATION AS DESCRIBED
 AJ3662'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3662'COMPRESSED ON A 23.0 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3662'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3662'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AI1 1999, SURROUNDED
 AJ3662'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3662'CARSONITE MARKER
 AJ3662'STATION TIES
 AJ3662'79 FT (24.1 M) EAST OF THE SIDEWALK AT THE EAST EDGE OF THE NORTH
 AJ3662'BOUND FRONTAGE ROAD
 AJ3662'24.0 FT (7.3 M) NORTHEAST OF SIGN (STATE PROPERTY NO TRESPASSING)
 AJ3662'5.3 FT (1.6 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3662'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3662'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3661 ***********************************************************************
 AJ3661  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3661  DESIGNATION -  1AK2
 AJ3661  PID         -  AJ3661
 AJ3661  STATE/COUNTY-  AZ/MARICOPA
 AJ3661  USGS QUAD   -  MESA (1982)
 AJ3661
 AJ3661                         *CURRENT SURVEY CONTROL
 AJ3661  ___________________________________________________________________
 AJ3661* NAD 83(1992)-  33 23 13.54640(N)    111 47 10.76071(W)     ADJUSTED  
 AJ3661* NAVD 88     -       375.71   (meters)    1232.6    (feet)  GPS OBS   
 AJ3661  ___________________________________________________________________
 AJ3661  X           -  -1,978,676.673 (meters)                     COMP
 AJ3661  Y           -  -4,950,471.589 (meters)                     COMP
 AJ3661  Z           -   3,490,075.585 (meters)                     COMP
 AJ3661  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AJ3661  ELLIP HEIGHT-         345.95  (meters)          (04/12/01) GPS OBS
 AJ3661  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3661
 AJ3661  HORZ ORDER  -  B
 AJ3661  ELLP ORDER  -  THIRD     CLASS II
 AJ3661
 AJ3661.The horizontal coordinates were established by GPS observations
 AJ3661.and adjusted by the National Geodetic Survey in April 2001..
 AJ3661
 AJ3661.The orthometric height was determined by GPS observations and a
 AJ3661.high-resolution geoid model using precise GPS observation and
 AJ3661.processing techniques.
 AJ3661
 AJ3661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3661
 AJ3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3661
 AJ3661.The ellipsoidal height was determined by GPS observations
 AJ3661.and is referenced to NAD 83.
 AJ3661
 AJ3661.The geoid height was determined by GEOID03.
 AJ3661
 AJ3661;                    North         East     Units Scale Factor Converg.
 AJ3661;SPC AZ C     -   264,686.872   225,486.410   MT  0.99990181   +0 04 18.2
 AJ3661;SPC AZ C     -   868,395.25    739,784.81   iFT  0.99990181   +0 04 18.2
 AJ3661;UTM  12      - 3,694,477.972   426,866.560   MT  0.99966594   -0 25 57.8
 AJ3661
 AJ3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3661!SPC AZ C     -   0.99994569  x   0.99990181  =   0.99984751
 AJ3661!UTM  12      -   0.99994569  x   0.99966594  =   0.99961165
 AJ3661
 AJ3661                          SUPERSEDED SURVEY CONTROL
 AJ3661
 AJ3661.No superseded survey control is available for this station.
 AJ3661
 AJ3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2686794478(NAD 83)
 AJ3661_MARKER: I = METAL ROD
 AJ3661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3661_STAMPING: 1AK2 1999
 AJ3661_MARK LOGO: MCDOT 
 AJ3661_PROJECTION: FLUSH
 AJ3661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3661+STABILITY: POSITION/ELEVATION WELL
 AJ3661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3661+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3661_ROD/PIPE-DEPTH:  3.8 meters
 AJ3661_SLEEVE-DEPTH  :  0.8 meters
 AJ3661
 AJ3661  HISTORY     - Date     Condition        Report By
 AJ3661  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3661  HISTORY     - 20020101 MARK NOT FOUND   NGS
 AJ3661
 AJ3661                          STATION DESCRIPTION
 AJ3661
 AJ3661'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3661'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3661'RANGE 06 EAST, SECTION 31
 AJ3661'OWNERSHIP - ADOT
 AJ3661'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3661'182) , DRIVE NORTH ON GILBERT ROAD TO A POINT 30 FT (9.1 M) BEYOND THE
 AJ3661'WEST BOUND OFF RAMP AND TURN RIGHT (EAST) DRIVE OVER THE CURB INTO A
 AJ3661'LANDSCAPED AREA, THENCE DRIVE EAST APPROXIMATELY 700 FT (213.3 M) TO
 AJ3661'THE STATION AS DESCRIBED
 AJ3661'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3661'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3661'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3661'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AK2 1999, SURROUNDED
 AJ3661'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3661'CARSONITE MARKER
 AJ3661'STATION TIES
 AJ3661'700 FT (213.4 M) EAST OF THE CONCRETE CURB AT THE EAST EDGE OF GILBERT
 AJ3661'ROAD
 AJ3661'145.0 FT (44.2 M) NORTH OF THE CONCRETE CURB ALONG THE NORTH EDGE OF
 AJ3661'THE WEST BOUND EXIT ON US 60
 AJ3661'62 FT (18.9 M) SOUTH OF THE SOUTH TOP OF BANK OF A 15 CONCRETE
 AJ3661'DRAINAGE CANAL JUST SOUTH OF THE US 60 NORTHERLY RIGHT OF WAY FENCE
 AJ3661'5.25 FT (1.60 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3661'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3661'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3661
 AJ3661                          STATION RECOVERY (2002)
 AJ3661
 AJ3661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 AJ3661'THIS STATION WAS REPORTED AS LOST BY MARICOPA COUNTY DEPT. OF TRANS.
 AJ3661'PERSONNEL.  THE STATION IS CURRENTLY BURIED UNDER APPROXIMATELY 10+
 AJ3661'FEET OF SOIL DUE TO CONSTRUCTION OF A BERM (PRESUMABLY FOR NOISE
 AJ3661'CONTROL) ALONG HIGHWAY US 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3660 ***********************************************************************
 AJ3660  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3660  DESIGNATION -  1AM1
 AJ3660  PID         -  AJ3660
 AJ3660  STATE/COUNTY-  AZ/MARICOPA
 AJ3660  USGS QUAD   -  BUCKHORN (1982)
 AJ3660
 AJ3660                         *CURRENT SURVEY CONTROL
 AJ3660  ___________________________________________________________________
 AJ3660* NAD 83(1992)-  33 23 13.68630(N)    111 40 35.65383(W)     ADJUSTED  
 AJ3660* NAVD 88     -       423.63   (meters)    1389.9    (feet)  GPS OBS   
 AJ3660  ___________________________________________________________________
 AJ3660  X           -  -1,969,204.220 (meters)                     COMP
 AJ3660  Y           -  -4,954,287.841 (meters)                     COMP
 AJ3660  Z           -   3,490,105.653 (meters)                     COMP
 AJ3660  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 AJ3660  ELLIP HEIGHT-         394.05  (meters)          (04/12/01) GPS OBS
 AJ3660  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AJ3660
 AJ3660  HORZ ORDER  -  B
 AJ3660  ELLP ORDER  -  THIRD     CLASS II
 AJ3660
 AJ3660.The horizontal coordinates were established by GPS observations
 AJ3660.and adjusted by the National Geodetic Survey in April 2001..
 AJ3660
 AJ3660.The orthometric height was determined by GPS observations and a
 AJ3660.high-resolution geoid model using precise GPS observation and
 AJ3660.processing techniques.
 AJ3660
 AJ3660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3660
 AJ3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3660
 AJ3660.The ellipsoidal height was determined by GPS observations
 AJ3660.and is referenced to NAD 83.
 AJ3660
 AJ3660.The geoid height was determined by GEOID03.
 AJ3660
 AJ3660;                    North         East     Units Scale Factor Converg.
 AJ3660;SPC AZ C     -   264,709.345   235,697.048   MT  0.99990615   +0 07 55.6
 AJ3660;SPC AZ C     -   868,468.98    773,284.28   iFT  0.99990615   +0 07 55.6
 AJ3660;UTM  12      - 3,694,410.565   437,074.481   MT  0.99964882   -0 22 20.4
 AJ3660
 AJ3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3660!SPC AZ C     -   0.99993814  x   0.99990615  =   0.99984430
 AJ3660!UTM  12      -   0.99993814  x   0.99964882  =   0.99958698
 AJ3660
 AJ3660                          SUPERSEDED SURVEY CONTROL
 AJ3660
 AJ3660.No superseded survey control is available for this station.
 AJ3660
 AJ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3707494411(NAD 83)
 AJ3660_MARKER: I = METAL ROD
 AJ3660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3660_STAMPING: 1AM1 1999
 AJ3660_MARK LOGO: MCDOT 
 AJ3660_PROJECTION: FLUSH
 AJ3660_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3660+STABILITY: POSITION/ELEVATION WELL
 AJ3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3660+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3660_ROD/PIPE-DEPTH:  7.0 meters
 AJ3660_SLEEVE-DEPTH  :  0.8 meters
 AJ3660
 AJ3660  HISTORY     - Date     Condition        Report By
 AJ3660  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3660  HISTORY     - 20051102 MARK NOT FOUND   MCDOT
 AJ3660
 AJ3660                          STATION DESCRIPTION
 AJ3660
 AJ3660'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3660'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3660'RANGE 07 EAST, SECTION 31
 AJ3660'OWNERSHIP - ADOT
 AJ3660'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3660'188) , DRIVE SOUTH ON POWER ROAD FOR 0.2 MI (0.3 KM) TO SUPERSTITION
 AJ3660'SPRINGS BLVD, THENCE TURN LEFT (EAST) ON SUPERSTITION BLVD AND DRIVE
 AJ3660'EASTERLY 0.3 MI (0.5 KM) TO THE INTERSECTION OF CLEARVIEW AVE, THENCE
 AJ3660'TURN LEFT (NORTH) ON CLEARVIEW AVE AND DRIVE NORTH 0.3 MI (0.5 KM)
 AJ3660'CROSSING THE US 60 FREEWAY TO A GATE IN A 4 FT HIGH CHAIN LINK FENCE
 AJ3660'ON THE RIGHT (EAST) SIDE OF THE CLEARVIEW, THENCE GO EAST PASSED THE
 AJ3660'GATE 0.1 MI (0.2 KM) PARALLELING THE US 60 TO THE STATION AND PARK, AT
 AJ3660'THIS LOCATION THE STATION IS SET IN LANDSCAPE GRAVEL IN THE TOP OF THE
 AJ3660'FREEWAY EMBANKMENT, THE STATION IS AS DESCRIBED
 AJ3660'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3660'COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3660'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3660'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AM1 1999, SURROUNDED WITH A
 AJ3660'CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3660'STATION TIES
 AJ3660'0.5 MI (0.8 KM) WEST OF SOSSAMAN ON THE NORTH SIDE OF THE US 60
 AJ3660'FREEWAY
 AJ3660'0.1 MI (0.2 KM) EAST OF CLEARVIEW AVE ON THE ADOT ACCESS ROAD ON THE
 AJ3660'NORTH SIDE OF THE US 60 FREEWAY
 AJ3660'102 FEET (31.1 M) NORTHWEST OF A US 60 STREET LIGHT
 AJ3660'71 FEET (21.6 M) SOUTHEAST OF A TREE
 AJ3660'20 FEET (6.1 M) SOUTH OF SOUTH EDGE OF A CONCRETE DRAINAGE STRUCTURE
 AJ3660'20 FEET (6.1 M) NORTHWEST OF A FREEWAY SIGN FACING EAST STATING (EXIT
 AJ3660'188 WILLIAMS GATEWAY AZ STATE UNIVERSITY EAST HOSPITAL)
 AJ3660'3.3 FEET (1.0 M) SOUTH OF A WHITE CARSONITE MARKER
 AJ3660'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3660'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3660
 AJ3660                          STATION RECOVERY (2005)
 AJ3660
 AJ3660'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3660'AS REPORTED TO ME FROM RICK HILLMAN (TRANSPORTATION ENGINEERING SURVEY
 AJ3660'SPECIALIST) AT ADOT, THE EXPANSION OF THE FREEWAY HAS DESTROYED THE
 AJ3660'STATION.
 AJ3660' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3653 ***********************************************************************
 AJ3653  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3653  DESIGNATION -  1AO1
 AJ3653  PID         -  AJ3653
 AJ3653  STATE/COUNTY-  AZ/MARICOPA
 AJ3653  USGS QUAD   -  APACHE JUNCTION (1982)
 AJ3653
 AJ3653                         *CURRENT SURVEY CONTROL
 AJ3653  ___________________________________________________________________
 AJ3653* NAD 83(1992)-  33 22 46.53836(N)    111 34 51.05445(W)     ADJUSTED  
 AJ3653* NAVD 88     -       472.76   (meters)    1551.0    (feet)  GPS OBS   
 AJ3653  ___________________________________________________________________
 AJ3653  X           -  -1,961,108.946 (meters)                     COMP
 AJ3653  Y           -  -4,958,037.069 (meters)                     COMP
 AJ3653  Z           -   3,489,434.340 (meters)                     COMP
 AJ3653  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AJ3653  ELLIP HEIGHT-         443.35  (meters)          (04/12/01) GPS OBS
 AJ3653  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3653
 AJ3653  HORZ ORDER  -  B
 AJ3653  ELLP ORDER  -  THIRD     CLASS II
 AJ3653
 AJ3653.The horizontal coordinates were established by GPS observations
 AJ3653.and adjusted by the National Geodetic Survey in April 2001..
 AJ3653
 AJ3653.The orthometric height was determined by GPS observations and a
 AJ3653.high-resolution geoid model using precise GPS observation and
 AJ3653.processing techniques.
 AJ3653
 AJ3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3653
 AJ3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3653
 AJ3653.The ellipsoidal height was determined by GPS observations
 AJ3653.and is referenced to NAD 83.
 AJ3653
 AJ3653.The geoid height was determined by GEOID03.
 AJ3653
 AJ3653;                    North         East     Units Scale Factor Converg.
 AJ3653;SPC AZ C     -   263,897.660   244,605.161   MT  0.99991203   +0 11 05.1
 AJ3653;SPC AZ C     -   865,805.97    802,510.37   iFT  0.99991203   +0 11 05.1
 AJ3653;UTM  12      - 3,693,520.728   445,972.730   MT  0.99963599   -0 19 10.5
 AJ3653
 AJ3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3653!SPC AZ C     -   0.99993040  x   0.99991203  =   0.99984244
 AJ3653!UTM  12      -   0.99993040  x   0.99963599  =   0.99956642
 AJ3653
 AJ3653                          SUPERSEDED SURVEY CONTROL
 AJ3653
 AJ3653.No superseded survey control is available for this station.
 AJ3653
 AJ3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4597393521(NAD 83)
 AJ3653_MARKER: I = METAL ROD
 AJ3653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3653_STAMPING: 1AO1 1999
 AJ3653_MARK LOGO: MCDOT 
 AJ3653_PROJECTION: FLUSH
 AJ3653_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3653+STABILITY: POSITION/ELEVATION WELL
 AJ3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3653+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3653_ROD/PIPE-DEPTH:  5.3 meters
 AJ3653_SLEEVE-DEPTH  :  0.8 meters
 AJ3653
 AJ3653  HISTORY     - Date     Condition        Report By
 AJ3653  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3653
 AJ3653                          STATION DESCRIPTION
 AJ3653
 AJ3653'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3653'THE STATION IS LOCATED WITHIN A NATURAL DESERT AREA WITHIN THE
 AJ3653'SOUTHEAST QUARTER OF SECTION 36 WITHIN A MARICOPA COUNTY ENCLAVE, WITH
 AJ3653'THE CITY OF MESA ON THREE SIDES, TOWNSHIP 01 NORTH, RANGE 07 EAST,
 AJ3653'SECTION 36
 AJ3653'OWNERSHIP - CITY OF MESA RIGHT OF WAY
 AJ3653'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SIGNAL BUTTE ROAD
 AJ3653'(EXIT 193) , DRIVE SOUTH ON SIGNAL BUTTE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3653'BASELINE ROAD, THENCE TURN LEFT (EAST) AND DRIVE 1.0 MI (1.6 KM) TO
 AJ3653'MERIDIAN ROAD, THENCE TURN LEFT (NORTH) DRIVE ABOUT 325 FT (99.1 M)
 AJ3653'AND PARK, WALK WEST 61 FT (18.6 M) FROM THE CENTERLINE OF MERIDIAN
 AJ3653'ROAD, TO THE STATION AS DESCRIBED
 AJ3653'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3653'COMPRESSED ON A 14.0 FOOT (4.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3653'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3653'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AO1 1999, SURROUNDED
 AJ3653'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3653'CARSONITE MARKER
 AJ3653'STATION TIES
 AJ3653'325 FT (99.1 M) NORTH FROM THE CENTERLINE OF BASELINE ROAD
 AJ3653'100 FT (30.5 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE WIRE FENCE
 AJ3653'SURROUNDING A HOLE LOCATED NORTHWEST OF THE INTERSECTION OF BASELINE
 AJ3653'ROAD AND MERIDIAN ROAD
 AJ3653'61 FT (18.6 M) WEST FROM THE CENTERLINE OF MERIDIAN ROAD
 AJ3653'4.0 FT (1.2 M) EAST OF A WHITE CARSONITE MARKER
 AJ3653'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3653'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3821 ***********************************************************************
 AJ3821  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3821  DESIGNATION -  1BB1
 AJ3821  PID         -  AJ3821
 AJ3821  STATE/COUNTY-  AZ/MARICOPA
 AJ3821  USGS QUAD   -  TOLLESON (1982)
 AJ3821
 AJ3821                         *CURRENT SURVEY CONTROL
 AJ3821  ___________________________________________________________________
 AJ3821* NAD 83(1992)-  33 25 35.61904(N)    112 15 23.78006(W)     ADJUSTED  
 AJ3821* NAVD 88     -       303.64   (meters)     996.2    (feet)  GPS OBS   
 AJ3821  ___________________________________________________________________
 AJ3821  X           -  -2,018,307.223 (meters)                     COMP
 AJ3821  Y           -  -4,931,777.506 (meters)                     COMP
 AJ3821  Z           -   3,493,689.735 (meters)                     COMP
 AJ3821  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AJ3821  ELLIP HEIGHT-         273.40  (meters)          (04/12/01) GPS OBS
 AJ3821  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ3821
 AJ3821  HORZ ORDER  -  B
 AJ3821  ELLP ORDER  -  THIRD     CLASS II
 AJ3821
 AJ3821.The horizontal coordinates were established by GPS observations
 AJ3821.and adjusted by the National Geodetic Survey in April 2001..
 AJ3821
 AJ3821.The orthometric height was determined by GPS observations and a
 AJ3821.high-resolution geoid model using precise GPS observation and
 AJ3821.processing techniques.
 AJ3821
 AJ3821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3821
 AJ3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3821
 AJ3821.The ellipsoidal height was determined by GPS observations
 AJ3821.and is referenced to NAD 83.
 AJ3821
 AJ3821.The geoid height was determined by GEOID03.
 AJ3821
 AJ3821;                    North         East     Units Scale Factor Converg.
 AJ3821;SPC AZ C     -   269,107.591   181,748.453   MT  0.99991232   -0 11 14.1
 AJ3821;SPC AZ C     -   882,898.92    596,287.58   iFT  0.99991232   -0 11 14.1
 AJ3821;UTM  12      - 3,699,282.910   383,177.544   MT  0.99976826   -0 41 32.3
 AJ3821
 AJ3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3821!SPC AZ C     -   0.99995708  x   0.99991232  =   0.99986940
 AJ3821!UTM  12      -   0.99995708  x   0.99976826  =   0.99972535
 AJ3821
 AJ3821                          SUPERSEDED SURVEY CONTROL
 AJ3821
 AJ3821.No superseded survey control is available for this station.
 AJ3821
 AJ3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8317899283(NAD 83)
 AJ3821_MARKER: I = METAL ROD
 AJ3821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3821_STAMPING: 1BB1 9/1999
 AJ3821_MARK LOGO: MCDOT 
 AJ3821_PROJECTION: FLUSH
 AJ3821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3821+STABILITY: POSITION/ELEVATION WELL
 AJ3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3821+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3821_ROD/PIPE-DEPTH:  5.5 meters
 AJ3821_SLEEVE-DEPTH  :  0.8 meters
 AJ3821
 AJ3821  HISTORY     - Date     Condition        Report By
 AJ3821  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3821
 AJ3821                          STATION DESCRIPTION
 AJ3821
 AJ3821'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3821'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF
 AJ3821'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 1 EAST, SECTION 16
 AJ3821'OWNERSHIP - SRP
 AJ3821'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 91ST
 AJ3821'AVENUE AT EXIT 135, DRIVE SOUTH ON 91ST AVENUE 2.4 MI (3.9 KM) TO AN
 AJ3821'SRP SUBSTATION ON THE RIGHT (WEST) , THENCE TURN RIGHT (WEST) INTO THE
 AJ3821'SRP SUBSTATION PROPERTY AND DRIVE WEST ALONG THE NORTH SIDE OF THE
 AJ3821'CHAIN LINK FENCE ENCLOSURE OF THE SUBSTATION 320 FT (97.5 M) TO THE
 AJ3821'STATION AT THE NORTHWEST CORNER OF THE SRP CHAIN LINK FENCE ENCLOSURE
 AJ3821'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3821'COMPRESSED ON A 18.0 FT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3821'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3821'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BB1 9/1999, SURROUNDED
 AJ3821'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3821'CARSONITE MARKER
 AJ3821'STATION TIES -
 AJ3821'21 FT (6.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHAIN LINK
 AJ3821'FENCE CORNER OF THE SRP SUBSTATION
 AJ3821'5 FT (1.5 M) SOUTH OF CONCRETE OF IRRIGATION CANAL
 AJ3821'5 FT (1.5 M) EAST OF A 8 FT (2.4 M) WIDE DIRT CANAL
 AJ3821'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3821'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3666 ***********************************************************************
 AJ3666  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3666  DESIGNATION -  1BC1
 AJ3666  PID         -  AJ3666
 AJ3666  STATE/COUNTY-  AZ/MARICOPA
 AJ3666  USGS QUAD   -  FOWLER (1982)
 AJ3666
 AJ3666                         *CURRENT SURVEY CONTROL
 AJ3666  ___________________________________________________________________
 AJ3666* NAD 83(1992)-  33 25 59.45056(N)    112 11 44.80846(W)     ADJUSTED  
 AJ3666* NAVD 88     -       313.60   (meters)    1028.9    (feet)  GPS OBS   
 AJ3666  ___________________________________________________________________
 AJ3666  X           -  -2,012,920.848 (meters)                     COMP
 AJ3666  Y           -  -4,933,550.605 (meters)                     COMP
 AJ3666  Z           -   3,494,308.058 (meters)                     COMP
 AJ3666  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AJ3666  ELLIP HEIGHT-         283.46  (meters)          (04/12/01) GPS OBS
 AJ3666  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AJ3666
 AJ3666  HORZ ORDER  -  B
 AJ3666  ELLP ORDER  -  THIRD     CLASS II
 AJ3666
 AJ3666.The horizontal coordinates were established by GPS observations
 AJ3666.and adjusted by the National Geodetic Survey in April 2001..
 AJ3666
 AJ3666.The orthometric height was determined by GPS observations and a
 AJ3666.high-resolution geoid model using precise GPS observation and
 AJ3666.processing techniques.
 AJ3666
 AJ3666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3666
 AJ3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3666
 AJ3666.The ellipsoidal height was determined by GPS observations
 AJ3666.and is referenced to NAD 83.
 AJ3666
 AJ3666.The geoid height was determined by GEOID03.
 AJ3666
 AJ3666;                    North         East     Units Scale Factor Converg.
 AJ3666;SPC AZ C     -   269,824.912   187,406.713   MT  0.99990830   -0 09 13.6
 AJ3666;SPC AZ C     -   885,252.34    614,851.42   iFT  0.99990830   -0 09 13.6
 AJ3666;UTM  12      - 3,699,950.224   388,841.058   MT  0.99975234   -0 39 32.0
 AJ3666
 AJ3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3666!SPC AZ C     -   0.99995550  x   0.99990830  =   0.99986380
 AJ3666!UTM  12      -   0.99995550  x   0.99975234  =   0.99970785
 AJ3666
 AJ3666                          SUPERSEDED SURVEY CONTROL
 AJ3666
 AJ3666.No superseded survey control is available for this station.
 AJ3666
 AJ3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8884199950(NAD 83)
 AJ3666_MARKER: I = METAL ROD
 AJ3666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3666_STAMPING: 1BC1 1999
 AJ3666_MARK LOGO: MCDOT 
 AJ3666_PROJECTION: FLUSH
 AJ3666_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3666+STABILITY: POSITION/ELEVATION WELL
 AJ3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3666+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3666_ROD/PIPE-DEPTH:  4.6 meters
 AJ3666_SLEEVE-DEPTH  :  0.8 meters
 AJ3666
 AJ3666  HISTORY     - Date     Condition        Report By
 AJ3666  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3666
 AJ3666                          STATION DESCRIPTION
 AJ3666
 AJ3666'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3666'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3666'RANGE 02 EAST, SECTION 18
 AJ3666'OWNERSHIP - PRIVATE
 AJ3666'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 67TH AVENUE (EXIT
 AJ3666'137) , DRIVE SOUTH 2.0 MI (3.2 KM) ON 67TH AVENUE TO PIMA STREET,
 AJ3666'THENCE TURN LEFT (EAST)ON TO PIMA STREET AND DRIVE EAST  FOR 0.4 MI TO
 AJ3666'63RD DRIVE, THENCE TURN RIGHT (SOUTH) AND DRIVE 250 FT (76.2 M) TO
 AJ3666'SONORA STREET, THENCE TURN LEFT (EAST)AND DRIVE EAST ON SONORA STREET
 AJ3666'ABOUT 100 FT (30.5 M) TO 63RD AVENUE, THENCE TURN RIGHT (SOUTH) AND
 AJ3666'DRIVE SOUTH ALONG 63RD ABOUT 350 FT (106.7 M) AND PARK AT THE END OF
 AJ3666'THE DEVELOPED STREET, WALK ABOUT 40 FT (12.2 M) SOUTHWEST FROM THE END
 AJ3666'OF THE IMPROVED STREET, THE STATION IS SET IN TOP OF SHOULDER NEAR THE
 AJ3666'NORTHEAST CORNER OF A RETENTION BASIN, THE STATION IS AS DESCRIBED
 AJ3666'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3666'COMPRESSED ON A 15.0 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3666'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3666'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BC1 1999, SURROUNDED
 AJ3666'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3666'CARSONITE MARKER
 AJ3666'STATION TIES
 AJ3666'39.0 FEET (11.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AJ3666'INTERSECTION OF A WOOD FENCE WITH A BLOCK WALL, THE FENCES ARE FOR THE
 AJ3666'HOMES FACING WEST TO 63RD DR
 AJ3666'39.0 FEET (11.9 M) SOUTHWEST OF THE WEST END OF A TRAFFIC BARRIER
 AJ3666'LOCATED AT THE SOUTH END OF THE IMPROVED 63RD AVENUE
 AJ3666'4.9 FEET (1.5 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3666'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3666'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3668 ***********************************************************************
 AJ3668  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3668  DESIGNATION -  1BF1
 AJ3668  PID         -  AJ3668
 AJ3668  STATE/COUNTY-  AZ/MARICOPA
 AJ3668  USGS QUAD   -  PHOENIX (1982)
 AJ3668
 AJ3668                         *CURRENT SURVEY CONTROL
 AJ3668  ___________________________________________________________________
 AJ3668* NAD 83(1992)-  33 25 00.03497(N)    112 02 51.35510(W)     ADJUSTED  
 AJ3668* NAVD 88     -       332.95   (meters)    1092.4    (feet)  GPS OBS   
 AJ3668  ___________________________________________________________________
 AJ3668  X           -  -2,000,539.403 (meters)                     COMP
 AJ3668  Y           -  -4,939,689.899 (meters)                     COMP
 AJ3668  Z           -   3,492,791.059 (meters)                     COMP
 AJ3668  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3668  ELLIP HEIGHT-         303.15  (meters)          (04/12/01) GPS OBS
 AJ3668  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3668
 AJ3668  HORZ ORDER  -  B
 AJ3668  ELLP ORDER  -  THIRD     CLASS II
 AJ3668
 AJ3668.The horizontal coordinates were established by GPS observations
 AJ3668.and adjusted by the National Geodetic Survey in April 2001..
 AJ3668
 AJ3668.The orthometric height was determined by GPS observations and a
 AJ3668.high-resolution geoid model using precise GPS observation and
 AJ3668.processing techniques.
 AJ3668
 AJ3668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3668
 AJ3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3668
 AJ3668.The ellipsoidal height was determined by GPS observations
 AJ3668.and is referenced to NAD 83.
 AJ3668
 AJ3668.The geoid height was determined by GEOID03.
 AJ3668
 AJ3668;                    North         East     Units Scale Factor Converg.
 AJ3668;SPC AZ C     -   267,967.399   201,183.038   MT  0.99990183   -0 04 19.6
 AJ3668;SPC AZ C     -   879,158.13    660,049.34   iFT  0.99990183   -0 04 19.6
 AJ3668;UTM  12      - 3,697,971.699   402,598.132   MT  0.99971696   -0 34 37.1
 AJ3668
 AJ3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3668!SPC AZ C     -   0.99995241  x   0.99990183  =   0.99985424
 AJ3668!UTM  12      -   0.99995241  x   0.99971696  =   0.99966938
 AJ3668
 AJ3668                          SUPERSEDED SURVEY CONTROL
 AJ3668
 AJ3668.No superseded survey control is available for this station.
 AJ3668
 AJ3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0259897972(NAD 83)
 AJ3668_MARKER: I = METAL ROD
 AJ3668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3668+WITH SETTING: INFORMATION.
 AJ3668_STAMPING: 1BF1 1999
 AJ3668_MARK LOGO: MCDOT 
 AJ3668_PROJECTION: FLUSH
 AJ3668_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3668+STABILITY: POSITION/ELEVATION WELL
 AJ3668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3668+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AJ3668_ROD/PIPE-DEPTH:  1.1 meters
 AJ3668_SLEEVE-DEPTH  :  0.8 meters
 AJ3668
 AJ3668  HISTORY     - Date     Condition        Report By
 AJ3668  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3668  HISTORY     - 20051005 GOOD             EVANS
 AJ3668
 AJ3668                          STATION DESCRIPTION
 AJ3668
 AJ3668'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3668'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3668'RANGE 03 EAST, SECTION 21
 AJ3668'OWNERSHIP - CITY OF PHOENIX RIGHT OF WAY
 AJ3668'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND (EXIT 195A) , DRIVE
 AJ3668'SOUTH ON 16TH STREET FOR 0.8 MI (1.3 KM) TO VICTORY STREET, THENCE
 AJ3668'TURN RIGHT (WEST) ON VICTORY STREET FOR ONLY 50 FT TO A DRIVEWAY ON
 AJ3668'THE RIGHT (NORTH) SIDE OF VICTORY STREET, THENCE TURN RIGHT (NORTH)
 AJ3668'AND ENTER THE PARKING LOT AND PARK, HIKE NORTHEAST TO THE STATION SET
 AJ3668'IN THE TOP EDGE OF THE EMBANKMENT OF THE SOUTH BANK OF THE SALT RIVER,
 AJ3668'THE STATION IS AS DESCRIBED
 AJ3668'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3668'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3668'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3668'WITH A COUNTY LOGO ACCESS COVER STAMPED 1BF1 1999, SURROUNDED WITH A
 AJ3668'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3668'MARKER
 AJ3668'STATION TIES
 AJ3668'64 FEET (19.5 M) PERPENDICULAR FROM THE NORTHEAST EDGE OF THE DIAGONAL
 AJ3668'PORTION OF THE PARKING LOT
 AJ3668'52 FEET (15.8 M) WEST OF AND PARALLEL WITH THE WEST EDGE OF THE
 AJ3668'SIDEWALK ON THE WEST SIDE OF 16TH STREET
 AJ3668'52 FEET (15.8 M) WEST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST
 AJ3668'SIDE OF 16TH STREET
 AJ3668'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3668'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3668
 AJ3668                          STATION RECOVERY (2005)
 AJ3668
 AJ3668'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 AJ3668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3669 ***********************************************************************
 AJ3669  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3669  DESIGNATION -  1BH1
 AJ3669  PID         -  AJ3669
 AJ3669  STATE/COUNTY-  AZ/MARICOPA
 AJ3669  USGS QUAD   -  TEMPE (1982)
 AJ3669
 AJ3669                         *CURRENT SURVEY CONTROL
 AJ3669  ___________________________________________________________________
 AJ3669* NAD 83(1992)-  33 25 15.57040(N)    111 56 59.59589(W)     ADJUSTED  
 AJ3669* NAVD 88     -       351.87   (meters)    1154.4    (feet)  GPS OBS   
 AJ3669  ___________________________________________________________________
 AJ3669  X           -  -1,992,019.856 (meters)                     COMP
 AJ3669  Y           -  -4,942,864.594 (meters)                     COMP
 AJ3669  Z           -   3,493,201.044 (meters)                     COMP
 AJ3669  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AJ3669  ELLIP HEIGHT-         322.16  (meters)          (04/12/01) GPS OBS
 AJ3669  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AJ3669
 AJ3669  HORZ ORDER  -  B
 AJ3669  ELLP ORDER  -  THIRD     CLASS II
 AJ3669
 AJ3669.The horizontal coordinates were established by GPS observations
 AJ3669.and adjusted by the National Geodetic Survey in April 2001..
 AJ3669
 AJ3669.The orthometric height was determined by GPS observations and a
 AJ3669.high-resolution geoid model using precise GPS observation and
 AJ3669.processing techniques.
 AJ3669
 AJ3669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3669
 AJ3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3669
 AJ3669.The ellipsoidal height was determined by GPS observations
 AJ3669.and is referenced to NAD 83.
 AJ3669
 AJ3669.The geoid height was determined by GEOID03.
 AJ3669
 AJ3669;                    North         East     Units Scale Factor Converg.
 AJ3669;SPC AZ C     -   268,438.811   210,270.520   MT  0.99990012   -0 01 05.9
 AJ3669;SPC AZ C     -   880,704.76    689,863.91   iFT  0.99990012   -0 01 05.9
 AJ3669;UTM  12      - 3,698,362.938   411,687.647   MT  0.99969615   -0 31 23.6
 AJ3669
 AJ3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3669!SPC AZ C     -   0.99994943  x   0.99990012  =   0.99984955
 AJ3669!UTM  12      -   0.99994943  x   0.99969615  =   0.99964559
 AJ3669
 AJ3669                          SUPERSEDED SURVEY CONTROL
 AJ3669
 AJ3669.No superseded survey control is available for this station.
 AJ3669
 AJ3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1168898363(NAD 83)
 AJ3669_MARKER: I = METAL ROD
 AJ3669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3669_STAMPING: 1BH1 1999
 AJ3669_MARK LOGO: MCDOT 
 AJ3669_PROJECTION: FLUSH
 AJ3669_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3669+STABILITY: POSITION/ELEVATION WELL
 AJ3669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3669+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3669_ROD/PIPE-DEPTH:  4.6 meters
 AJ3669_SLEEVE-DEPTH  :  0.8 meters
 AJ3669
 AJ3669  HISTORY     - Date     Condition        Report By
 AJ3669  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3669
 AJ3669                          STATION DESCRIPTION
 AJ3669
 AJ3669'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3669'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 NORTH,
 AJ3669'RANGE 04 EAST, SECTION 21
 AJ3669'OWNERSHIP - TEMPE RIGHT-OF-WAY
 AJ3669'TO REACH THE STATION FROM THE JUNCTION 143 (HOHOKAM FREEWAY) AND
 AJ3669'UNIVERSITY DRIVE (EXIT 1) , DRIVE EAST ON UNIVERSITY DRIVE 1.61 MI
 AJ3669'(2.59 KM) TO MC KEMY STREET, THENCE TURN RIGHT (SOUTH) ON MC KEMY AND
 AJ3669'DRIVE 225 FT (68.6 M) AND PARK WALK, LEFT (EAST) TO A NON PAVE AREA
 AJ3669'BETWEEN THE BACK OF CURB ON THE EAST SIDE OF MC KEMY AMD THE SIDEWALK
 AJ3669'EAST OF SAID CURB, THE STATION IS AS DESCRIBED
 AJ3669'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3669'COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3669'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3669'WITH A COUNTY LOGO ACCESS COVER STAMPED 1BH1 1999, SURROUNDED WITH A
 AJ3669'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3669'STATION TIES
 AJ3669'225 FEET (68.6 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE ALONG
 AJ3669'THE EAST EDGE OF MC KEMY STREET
 AJ3669'3 FEET (0.9 M) WEST OF THE SIDEWALK ON THE EAST SIDE OF MC KEMY STREET
 AJ3669'3 FEET (0.9 M) EAST OF THE BACK OF CURB ON THE EAST SIDE OF MCKEMY
 AJ3669'STREET
 AJ3669'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3669'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3670 ***********************************************************************
 AJ3670  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3670  DESIGNATION -  1BJ1
 AJ3670  PID         -  AJ3670
 AJ3670  STATE/COUNTY-  AZ/MARICOPA
 AJ3670  USGS QUAD   -  MESA (1982)
 AJ3670
 AJ3670                         *CURRENT SURVEY CONTROL
 AJ3670  ___________________________________________________________________
 AJ3670* NAD 83(1992)-  33 25 18.28228(N)    111 50 12.09861(W)     ADJUSTED  
 AJ3670* NAVD 88     -       379.22   (meters)    1244.2    (feet)  GPS OBS   
 AJ3670  ___________________________________________________________________
 AJ3670  X           -  -1,982,242.206 (meters)                     COMP
 AJ3670  Y           -  -4,946,768.840 (meters)                     COMP
 AJ3670  Z           -   3,493,285.835 (meters)                     COMP
 AJ3670  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3670  ELLIP HEIGHT-         349.49  (meters)          (04/12/01) GPS OBS
 AJ3670  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AJ3670
 AJ3670  HORZ ORDER  -  B
 AJ3670  ELLP ORDER  -  THIRD     CLASS II
 AJ3670
 AJ3670.The horizontal coordinates were established by GPS observations
 AJ3670.and adjusted by the National Geodetic Survey in April 2001..
 AJ3670
 AJ3670.The orthometric height was determined by GPS observations and a
 AJ3670.high-resolution geoid model using precise GPS observation and
 AJ3670.processing techniques.
 AJ3670
 AJ3670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3670
 AJ3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3670
 AJ3670.The ellipsoidal height was determined by GPS observations
 AJ3670.and is referenced to NAD 83.
 AJ3670
 AJ3670.The geoid height was determined by GEOID03.
 AJ3670
 AJ3670;                    North         East     Units Scale Factor Converg.
 AJ3670;SPC AZ C     -   268,524.718   220,797.195   MT  0.99990068   +0 02 38.6
 AJ3670;SPC AZ C     -   880,986.61    724,400.25   iFT  0.99990068   +0 02 38.6
 AJ3670;UTM  12      - 3,698,356.078   422,212.407   MT  0.99967460   -0 27 39.1
 AJ3670
 AJ3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3670!SPC AZ C     -   0.99994514  x   0.99990068  =   0.99984582
 AJ3670!UTM  12      -   0.99994514  x   0.99967460  =   0.99961975
 AJ3670
 AJ3670                          SUPERSEDED SURVEY CONTROL
 AJ3670
 AJ3670.No superseded survey control is available for this station.
 AJ3670
 AJ3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2221298356(NAD 83)
 AJ3670_MARKER: I = METAL ROD
 AJ3670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3670_STAMPING: 1BJ1 1999
 AJ3670_MARK LOGO: MCDOT 
 AJ3670_PROJECTION: FLUSH
 AJ3670_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3670+STABILITY: POSITION/ELEVATION WELL
 AJ3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3670+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3670_ROD/PIPE-DEPTH:  6.9 meters
 AJ3670_SLEEVE-DEPTH  :  0.8 meters
 AJ3670
 AJ3670  HISTORY     - Date     Condition        Report By
 AJ3670  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3670
 AJ3670                          STATION DESCRIPTION
 AJ3670
 AJ3670'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3670'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3670'RANGE 05 EAST, SECTION 22
 AJ3670'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3670'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3670'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE 3.5 MI (5.6
 AJ3670'KM) TO UNIVERSITY DRIVE, TURN RIGHT (EAST) ON UNIVERSITY AND DRIVE 0.2
 AJ3670'MI (0.3 KM) TO N ROBSON, THENCE TURN RIGHT (SOUTH) ON N ROBSON AND
 AJ3670'DRIVE SOUTH FOR 225 FT (68.6 M) TO THE STATION IN THE MEDIAN AS
 AJ3670'DESCRIBED
 AJ3670'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3670'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3670'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3670'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BJ1 1999, SURROUNDED
 AJ3670'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE
 AJ3670'MARKER
 AJ3670'STATION TIES
 AJ3670'225 FEET (68.6 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE ALONG
 AJ3670'THE WEST EDGE OF MEDIAN OF ROBSON STREET AT THE BACK OF CURB TO THE
 AJ3670'STATION
 AJ3670'4.2 FEET (1.3 M) EAST OF THE WEST MEDIAN CURB OF ROBSON STREET
 AJ3670'7 FEET (2.1 M) NORTH OF THE BACK OF CURB ON THE SOUTH END OF THE
 AJ3670'MEDIAN
 AJ3670'4.2 FEET (1.3 M) EAST THE WEST CURB OF SAID MEDIAN
 AJ3670'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3670'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3671 ***********************************************************************
 AJ3671  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3671  DESIGNATION -  1BL1
 AJ3671  PID         -  AJ3671
 AJ3671  STATE/COUNTY-  AZ/MARICOPA
 AJ3671  USGS QUAD   -  BUCKHORN (1982)
 AJ3671
 AJ3671                         *CURRENT SURVEY CONTROL
 AJ3671  ___________________________________________________________________
 AJ3671* NAD 83(1992)-  33 25 16.21461(N)    111 44 11.72279(W)     ADJUSTED  
 AJ3671* NAVD 88     -       402.11   (meters)    1319.3    (feet)  GPS OBS   
 AJ3671  ___________________________________________________________________
 AJ3671  X           -  -1,973,616.539 (meters)                     COMP
 AJ3671  Y           -  -4,950,274.999 (meters)                     COMP
 AJ3671  Z           -   3,493,245.337 (meters)                     COMP
 AJ3671  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3671  ELLIP HEIGHT-         372.50  (meters)          (04/12/01) GPS OBS
 AJ3671  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AJ3671
 AJ3671  HORZ ORDER  -  B
 AJ3671  ELLP ORDER  -  THIRD     CLASS II
 AJ3671
 AJ3671.The horizontal coordinates were established by GPS observations
 AJ3671.and adjusted by the National Geodetic Survey in April 2001..
 AJ3671
 AJ3671.The orthometric height was determined by GPS observations and a
 AJ3671.high-resolution geoid model using precise GPS observation and
 AJ3671.processing techniques.
 AJ3671
 AJ3671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3671
 AJ3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3671
 AJ3671.The ellipsoidal height was determined by GPS observations
 AJ3671.and is referenced to NAD 83.
 AJ3671
 AJ3671.The geoid height was determined by GEOID03.
 AJ3671
 AJ3671;                    North         East     Units Scale Factor Converg.
 AJ3671;SPC AZ C     -   268,472.658   230,106.700   MT  0.99990346   +0 05 57.1
 AJ3671;SPC AZ C     -   880,815.81    754,943.24   iFT  0.99990346   +0 05 57.1
 AJ3671;UTM  12      - 3,698,222.013   431,518.896   MT  0.99965782   -0 24 20.6
 AJ3671
 AJ3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3671!SPC AZ C     -   0.99994152  x   0.99990346  =   0.99984499
 AJ3671!UTM  12      -   0.99994152  x   0.99965782  =   0.99959936
 AJ3671
 AJ3671                          SUPERSEDED SURVEY CONTROL
 AJ3671
 AJ3671.No superseded survey control is available for this station.
 AJ3671
 AJ3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3151998222(NAD 83)
 AJ3671_MARKER: I = METAL ROD
 AJ3671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3671_STAMPING: 1BL1 1999
 AJ3671_MARK LOGO: MCDOT 
 AJ3671_PROJECTION: FLUSH
 AJ3671_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3671+STABILITY: POSITION/ELEVATION WELL
 AJ3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3671+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3671_ROD/PIPE-DEPTH:  8.4 meters
 AJ3671_SLEEVE-DEPTH  :  0.8 meters
 AJ3671
 AJ3671  HISTORY     - Date     Condition        Report By
 AJ3671  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3671
 AJ3671                          STATION DESCRIPTION
 AJ3671
 AJ3671'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3671'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3671'RANGE 06 EAST, SECTION 21
 AJ3671'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3671'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD RD
 AJ3671'(EXIT 185) , DRIVE NORTH ON GREENFIELD ROAD ABOUT 3.3 MI (5.3 KM) TO A
 AJ3671'DRIVE (CURB CVT) , TURN LEFT (WEST) ON TO UNDEVELOPED LAND, TURN RIGHT
 AJ3671'AND DRIVE NORTH, DRIVE ABOUT 350 FT (106.7 M) ALONG THE WEST EDGE OF
 AJ3671'GREENFIELD AND PARK, THE STATION IS SET IN THE WEST SIDE OF GREENFIELD
 AJ3671'ROAD, THE STATION IS SET AS DESCRIBED
 AJ3671'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3671'COMPRESSED ON A 22.0 FOOT (6.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3671'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3671'PIPE WITH AN ACCESS COVER STAMPED 1BL1 1999, SURROUNDED WITH A
 AJ3671'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3671'MARKER
 AJ3671'STATION TIES
 AJ3671'700 FEET (213.4 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE
 AJ3671'56 FEET (17.1 M) WEST OF THE CENTERLINE OF GREENFIELD RD
 AJ3671'4 FEET (1.2 M) WEST OF THE WEST CURB OF GREENFIELD RD
 AJ3671'4.4 FT (1.3 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3671'7 FEET (2.1 M) NORTH OF THE BACK OF CURB ON THE SOUTH END OF THE
 AJ3671'MEDIAN, 4.2 FEET (1.3 M) EAST THE WEST CURB OF SAID MEDIAN
 AJ3671'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3671'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3672 ***********************************************************************
 AJ3672  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3672  DESIGNATION -  1BN1
 AJ3672  PID         -  AJ3672
 AJ3672  STATE/COUNTY-  AZ/MARICOPA
 AJ3672  USGS QUAD   -  BUCKHORN (1982)
 AJ3672
 AJ3672                         *CURRENT SURVEY CONTROL
 AJ3672  ___________________________________________________________________
 AJ3672* NAD 83(1992)-  33 25 18.76782(N)    111 37 59.88041(W)     ADJUSTED  
 AJ3672* NAVD 88     -       473.08   (meters)    1552.1    (feet)  GPS OBS   
 AJ3672  ___________________________________________________________________
 AJ3672  X           -  -1,964,695.184 (meters)                     COMP
 AJ3672  Y           -  -4,953,839.801 (meters)                     COMP
 AJ3672  Z           -   3,493,350.185 (meters)                     COMP
 AJ3672  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AJ3672  ELLIP HEIGHT-         443.65  (meters)          (04/12/01) GPS OBS
 AJ3672  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ3672
 AJ3672  HORZ ORDER  -  B
 AJ3672  ELLP ORDER  -  THIRD     CLASS II
 AJ3672
 AJ3672.The horizontal coordinates were established by GPS observations
 AJ3672.and adjusted by the National Geodetic Survey in April 2001..
 AJ3672
 AJ3672.The orthometric height was determined by GPS observations and a
 AJ3672.high-resolution geoid model using precise GPS observation and
 AJ3672.processing techniques.
 AJ3672
 AJ3672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3672
 AJ3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3672
 AJ3672.The ellipsoidal height was determined by GPS observations
 AJ3672.and is referenced to NAD 83.
 AJ3672
 AJ3672.The geoid height was determined by GEOID03.
 AJ3672
 AJ3672;                    North         East     Units Scale Factor Converg.
 AJ3672;SPC AZ C     -   268,572.710   239,712.175   MT  0.99990856   +0 09 21.9
 AJ3672;SPC AZ C     -   881,144.06    786,457.27   iFT  0.99990856   +0 09 21.9
 AJ3672;UTM  12      - 3,698,237.412   441,122.423   MT  0.99964274   -0 20 55.8
 AJ3672
 AJ3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3672!SPC AZ C     -   0.99993035  x   0.99990856  =   0.99983892
 AJ3672!UTM  12      -   0.99993035  x   0.99964274  =   0.99957312
 AJ3672
 AJ3672                          SUPERSEDED SURVEY CONTROL
 AJ3672
 AJ3672.No superseded survey control is available for this station.
 AJ3672
 AJ3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4112298237(NAD 83)
 AJ3672_MARKER: I = METAL ROD
 AJ3672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3672+WITH SETTING: INFORMATION.
 AJ3672_STAMPING: 1BN1 1999
 AJ3672_MARK LOGO: MCDOT 
 AJ3672_PROJECTION: FLUSH
 AJ3672_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3672+STABILITY: POSITION/ELEVATION WELL
 AJ3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3672+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 AJ3672_ROD/PIPE-DEPTH:  1.9 meters
 AJ3672_SLEEVE-DEPTH  :  0.8 meters
 AJ3672
 AJ3672  HISTORY     - Date     Condition        Report By
 AJ3672  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3672  HISTORY     - 20040313 GOOD             USPSQD
 AJ3672  HISTORY     - 20060421 MARK NOT FOUND   MCDOT
 AJ3672
 AJ3672                          STATION DESCRIPTION
 AJ3672
 AJ3672'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3672'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3672'RANGE 07 EAST, SECTION 21
 AJ3672'OWNERSHIP - STATE OF ARIZONA
 AJ3672'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH RD (EXIT
 AJ3672'191) , DRIVE NORTH ON ELLSWORTH ROAD ABOUT 2.5 MI (4.0 KM) TO
 AJ3672'UNIVERSITY DRIVE AND THE STATION ON THE SOUTHWEST CORNER AS DESCRIBED
 AJ3672'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3672'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3672'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3672'WITH THE ACCESS COVER STAMPED 1BN1 1999, SURROUNDED WITH A CONCRETE
 AJ3672'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3672'STATION TIES
 AJ3672'157 FEET (47.9 M) WEST OF THE BACK OF THE WEST CURB OF GREENFIELD ROAD
 AJ3672'TO THE STATION
 AJ3672'139 FEET (42.4 M) SOUTH OF THE BACK OF THE SOUTH CURB OF UNIVERSITY
 AJ3672'DRIVE
 AJ3672'139 FEET (42.4 M) NORTH OF OVER HEAD POWER LINES RUNNING EAST WEST
 AJ3672'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3672'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3672
 AJ3672                          STATION RECOVERY (2004)
 AJ3672
 AJ3672'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AJ3672'RECOVERED AS DESCRIBED
 AJ3672
 AJ3672                          STATION RECOVERY (2006)
 AJ3672
 AJ3672'RECOVERY NOTE BY MARICOPA CO DOT 2006 (BR)
 AJ3672'THE MONUMENT APPEARS TO BE DESTORIED.
 AJ3672'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3830 ***********************************************************************
 AJ3830  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3830  DESIGNATION -  1CC1
 AJ3830  PID         -  AJ3830
 AJ3830  STATE/COUNTY-  AZ/MARICOPA
 AJ3830  USGS QUAD   -  FOWLER (1982)
 AJ3830
 AJ3830                         *CURRENT SURVEY CONTROL
 AJ3830  ___________________________________________________________________
 AJ3830* NAD 83(1992)-  33 27 48.46112(N)    112 12 18.04748(W)     ADJUSTED  
 AJ3830* NAVD 88     -       323.00   (meters)    1059.7    (feet)  GPS OBS   
 AJ3830  ___________________________________________________________________
 AJ3830  X           -  -2,013,019.183 (meters)                     COMP
 AJ3830  Y           -  -4,931,519.461 (meters)                     COMP
 AJ3830  Z           -   3,497,115.638 (meters)                     COMP
 AJ3830  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3830  ELLIP HEIGHT-         292.84  (meters)          (04/12/01) GPS OBS
 AJ3830  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AJ3830
 AJ3830  HORZ ORDER  -  B
 AJ3830  ELLP ORDER  -  THIRD     CLASS II
 AJ3830
 AJ3830.The horizontal coordinates were established by GPS observations
 AJ3830.and adjusted by the National Geodetic Survey in April 2001..
 AJ3830
 AJ3830.The orthometric height was determined by GPS observations and a
 AJ3830.high-resolution geoid model using precise GPS observation and
 AJ3830.processing techniques.
 AJ3830
 AJ3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3830
 AJ3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3830
 AJ3830.The ellipsoidal height was determined by GPS observations
 AJ3830.and is referenced to NAD 83.
 AJ3830
 AJ3830.The geoid height was determined by GEOID03.
 AJ3830
 AJ3830;                    North         East     Units Scale Factor Converg.
 AJ3830;SPC AZ C     -   273,185.444   186,557.492   MT  0.99990885   -0 09 32.4
 AJ3830;SPC AZ C     -   896,277.70    612,065.26   iFT  0.99990885   -0 09 32.4
 AJ3830;UTM  12      - 3,703,317.592   388,021.635   MT  0.99975459   -0 39 52.3
 AJ3830
 AJ3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3830!SPC AZ C     -   0.99995403  x   0.99990885  =   0.99986288
 AJ3830!UTM  12      -   0.99995403  x   0.99975459  =   0.99970863
 AJ3830
 AJ3830                          SUPERSEDED SURVEY CONTROL
 AJ3830
 AJ3830.No superseded survey control is available for this station.
 AJ3830
 AJ3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8802203318(NAD 83)
 AJ3830_MARKER: I = METAL ROD
 AJ3830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3830_STAMPING: 1CC1 1999
 AJ3830_MARK LOGO: MCDOT 
 AJ3830_PROJECTION: FLUSH
 AJ3830_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3830+STABILITY: POSITION/ELEVATION WELL
 AJ3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3830+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3830_ROD/PIPE-DEPTH: 13.4 meters
 AJ3830_SLEEVE-DEPTH  :  0.8 meters
 AJ3830
 AJ3830  HISTORY     - Date     Condition        Report By
 AJ3830  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3830
 AJ3830                          STATION DESCRIPTION
 AJ3830
 AJ3830'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3830'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF
 AJ3830'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 2 EAST, SECTION 1
 AJ3830'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3830'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 67TH
 AJ3830'AVENUE AT EXIT 137, GET ON THE WESTBOUND ON-RAMP TO INTERSTATE 10 AND
 AJ3830'DRIVE 300 FT (91.4 M) TO AN UNMARKED GRAVEL ROAD ON THE RIGHT (NORTH)
 AJ3830', THENCE TURN RIGHT ONTO THE GRAVEL ROAD AND DRIVE NORTHWESTERLY ON
 AJ3830'THE GRAVEL ROAD 220 FT (67.1 M) TO THE STATION 40 FT (12.2 M) LEFT
 AJ3830'(SOUTH) OF CENTERLINE AT THE TOP OF A BERM
 AJ3830'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3830'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3830'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3830'WITH A COUNTY LOGO ACCESS COVER STAMPED 1CC1 1999, SURROUNDED WITH A
 AJ3830'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3830'MARKER
 AJ3830'STATION TIES -
 AJ3830'40 FT (12.2 M) SOUTH OF THE CENTERLINE OF A GRAVEL ACCESS ROAD
 AJ3830'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3830'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3673 ***********************************************************************
 AJ3673  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3673  DESIGNATION -  1CE4
 AJ3673  PID         -  AJ3673
 AJ3673  STATE/COUNTY-  AZ/MARICOPA
 AJ3673  USGS QUAD   -  PHOENIX (1982)
 AJ3673
 AJ3673                         *CURRENT SURVEY CONTROL
 AJ3673  ___________________________________________________________________
 AJ3673* NAD 83(1992)-  33 28 01.38410(N)    112 06 06.96164(W)     ADJUSTED  
 AJ3673* NAVD 88     -       330.87   (meters)    1085.5    (feet)  GPS OBS   
 AJ3673  ___________________________________________________________________
 AJ3673  X           -  -2,004,063.696 (meters)                     COMP
 AJ3673  Y           -  -4,934,935.901 (meters)                     COMP
 AJ3673  Z           -   3,497,452.272 (meters)                     COMP
 AJ3673  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AJ3673  ELLIP HEIGHT-         300.96  (meters)          (04/12/01) GPS OBS
 AJ3673  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AJ3673
 AJ3673  HORZ ORDER  -  B
 AJ3673  ELLP ORDER  -  THIRD     CLASS II
 AJ3673
 AJ3673.The horizontal coordinates were established by GPS observations
 AJ3673.and adjusted by the National Geodetic Survey in April 2001..
 AJ3673
 AJ3673.The orthometric height was determined by GPS observations and a
 AJ3673.high-resolution geoid model using precise GPS observation and
 AJ3673.processing techniques.
 AJ3673
 AJ3673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3673
 AJ3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3673
 AJ3673.The ellipsoidal height was determined by GPS observations
 AJ3673.and is referenced to NAD 83.
 AJ3673
 AJ3673.The geoid height was determined by GEOID03.
 AJ3673
 AJ3673;                    North         East     Units Scale Factor Converg.
 AJ3673;SPC AZ C     -   273,561.714   196,139.699   MT  0.99990365   -0 06 07.8
 AJ3673;SPC AZ C     -   897,512.19    643,502.95   iFT  0.99990365   -0 06 07.8
 AJ3673;UTM  12      - 3,703,609.254   397,605.214   MT  0.99972926   -0 36 27.8
 AJ3673
 AJ3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3673!SPC AZ C     -   0.99995275  x   0.99990365  =   0.99985641
 AJ3673!UTM  12      -   0.99995275  x   0.99972926  =   0.99968203
 AJ3673
 AJ3673                          SUPERSEDED SURVEY CONTROL
 AJ3673
 AJ3673.No superseded survey control is available for this station.
 AJ3673
 AJ3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9760503609(NAD 83)
 AJ3673_MARKER: I = METAL ROD
 AJ3673_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3673_STAMPING: 1CE4 1999
 AJ3673_MARK LOGO: MCDOT 
 AJ3673_PROJECTION: FLUSH
 AJ3673_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3673+STABILITY: POSITION/ELEVATION WELL
 AJ3673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3673+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ3673_ROD/PIPE-DEPTH:  8.0 meters
 AJ3673_SLEEVE-DEPTH  :  0.8 meters
 AJ3673
 AJ3673  HISTORY     - Date     Condition        Report By
 AJ3673  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3673  HISTORY     - 20060503 GOOD             DIBBLE
 AJ3673
 AJ3673                          STATION DESCRIPTION
 AJ3673
 AJ3673'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3673'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3673'RANGE 02 EAST, SECTION 36
 AJ3673'OWNERSHIP - ADOT RIGHT-OF-WAY
 AJ3673'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 19TH AVENUE (EXIT
 AJ3673'143C) , DRIVE NORTH ABOUT 0.25 MI (0.40 KM) ON 19TH AVENUE, TO THE
 AJ3673'INTERSECTION OF MCDOWELL AND US60 AND TURN LEFT 90 DEGREES (WEST) ON
 AJ3673'MCDOWELL, THENCE DRIVE WEST ABOUT 240 FT (73.2 M) ON MCDOWELL RD TO A
 AJ3673'DRIVEWAY ON THE RIGHT (NORTH) SIDE OF THE ROAD, THENCE TURN RIGHT
 AJ3673'(NORTH) INTO DRIVEWAY AND PROCEED NORTHWESTERLY ABOUT 275 FT (83.8 M)
 AJ3673'AND PARK (KEEP AT LEAST 20 FT (6.1 M) OF CLEAR AREA BETWEEN THE EDGE
 AJ3673'OF RAILS AND THE NEAR EDGE OF THE VEHICLE), THENCE WALK ABOUT 275 FT
 AJ3673'(83.8 M) NORTHWESTERLY ACROSS TWO SETS OF RAILROAD TRACKS TO THE
 AJ3673'STATION IS AS DESCRIBED
 AJ3673'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3673'COMPRESSED ON A 26.3 FOOT (8.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3673'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3673'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1CE4 1999, SURROUNDED
 AJ3673'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3673'CARSONITE MARKER
 AJ3673'STATION TIES
 AJ3673'109.5 FT (33.4 M) EAST FROM THE MOST NORTHERN CORNER OF A 10 FT (3.0
 AJ3673'M) HIGH CHAIN LINK FENCE
 AJ3673'103.3 FT (31.5 M) SOUTHEAST OF A LARGE ADVERTISING SIGN (BILLBOARD)
 AJ3673'49.7 FT (15.1 M) NORTHWEST FROM AN OBLIQUE (SLIGHT) ANGLE IN THE 10 FT
 AJ3673'HIGH CHAIN LINK FENCE
 AJ3673'46.2 FT (14.1 M) PERPENDICULAR DISTANCE SOUTHWEST OF THE CENTERLINE OF
 AJ3673'THE NEAREST SET OF RR TRACKS NORTHEAST OF THE STATION SITE
 AJ3673'39.5 FT (12.0 M) PERPENDICULAR DISTANCE NORTHEAST FROM A TANGENT
 AJ3673'PORTION OF A 10 FT (3.0 M) HIGH PORTION OF CHAIN LINK FENCE
 AJ3673'9.0 FT (2.7 M) NORTHWEST FROM THE WHITE CARSONITE MARKER
 AJ3673'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3673'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3673
 AJ3673                          STATION RECOVERY (2006)
 AJ3673
 AJ3673'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AJ3673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3674 ***********************************************************************
 AJ3674  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3674  DESIGNATION -  1CG1
 AJ3674  PID         -  AJ3674
 AJ3674  STATE/COUNTY-  AZ/MARICOPA
 AJ3674  USGS QUAD   -  TEMPE (1982)
 AJ3674
 AJ3674                         *CURRENT SURVEY CONTROL
 AJ3674  ___________________________________________________________________
 AJ3674* NAD 83(1992)-  33 27 49.01836(N)    111 59 56.59458(W)     ADJUSTED  
 AJ3674* NAVD 88     -       351.77   (meters)    1154.1    (feet)  GPS OBS   
 AJ3674  ___________________________________________________________________
 AJ3674  X           -  -1,995,284.631 (meters)                     COMP
 AJ3674  Y           -  -4,938,737.514 (meters)                     COMP
 AJ3674  Z           -   3,497,146.057 (meters)                     COMP
 AJ3674  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AJ3674  ELLIP HEIGHT-         322.03  (meters)          (04/12/01) GPS OBS
 AJ3674  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3674
 AJ3674  HORZ ORDER  -  B
 AJ3674  ELLP ORDER  -  THIRD     CLASS II
 AJ3674
 AJ3674.The horizontal coordinates were established by GPS observations
 AJ3674.and adjusted by the National Geodetic Survey in April 2001..
 AJ3674
 AJ3674.The orthometric height was determined by GPS observations and a
 AJ3674.high-resolution geoid model using precise GPS observation and
 AJ3674.processing techniques.
 AJ3674
 AJ3674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3674
 AJ3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3674
 AJ3674.The ellipsoidal height was determined by GPS observations
 AJ3674.and is referenced to NAD 83.
 AJ3674
 AJ3674.The geoid height was determined by GEOID03.
 AJ3674
 AJ3674;                    North         East     Units Scale Factor Converg.
 AJ3674;SPC AZ C     -   273,168.457   205,701.918   MT  0.99990072   -0 02 43.5
 AJ3674;SPC AZ C     -   896,221.97    674,875.06   iFT  0.99990072   -0 02 43.5
 AJ3674;UTM  12      - 3,703,131.733   407,161.828   MT  0.99970626   -0 33 03.3
 AJ3674
 AJ3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3674!SPC AZ C     -   0.99994945  x   0.99990072  =   0.99985017
 AJ3674!UTM  12      -   0.99994945  x   0.99970626  =   0.99965572
 AJ3674
 AJ3674                          SUPERSEDED SURVEY CONTROL
 AJ3674
 AJ3674.No superseded survey control is available for this station.
 AJ3674
 AJ3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0716203132(NAD 83)
 AJ3674_MARKER: I = METAL ROD
 AJ3674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3674_STAMPING: 1CG1 1999
 AJ3674_PROJECTION: FLUSH
 AJ3674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3674+STABILITY: POSITION/ELEVATION WELL
 AJ3674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3674+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AJ3674_ROD/PIPE-DEPTH:  8.4 meters
 AJ3674_SLEEVE-DEPTH  :  0.8 meters
 AJ3674
 AJ3674  HISTORY     - Date     Condition        Report By
 AJ3674  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3674  HISTORY     - 20030618 GOOD             NGS
 AJ3674
 AJ3674                          STATION DESCRIPTION
 AJ3674
 AJ3674'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3674'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3674'RANGE 03 EAST, SECTION 1
 AJ3674'OWNERSHIP - STATE OF ARIZONA
 AJ3674'TO REACH THE STATION FROM THE JUNCTION OF SR143 AND MCDOWELL ROAD,
 AJ3674'DRIVE WEST ON MCDOWELL 0.8 MI (1.3 KM) TO 40TH ST, THENCE CONTINUE
 AJ3674'WEST ABOUT 0.18 MI AND TURN LEFT (SOUTH) ON TO SOME UNDEVELOPED LAND,
 AJ3674'DRIVE SOUTH 0.15 MI (0.24 KM) ALONG THE EAST SIDE OF A CHAIN LINK
 AJ3674'FENCE, PARK NEAR THE CORNER OF THE CHAIN LINK FENCE, THE STATION IS AS
 AJ3674'DESCRIBED
 AJ3674'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3674'COMPRESSED ON A 22.0 FOOT (6.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3674'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3674'PIPE WITH AN ACCESS COVER STAMPED 1BF1 1999, SURROUNDED WITH A
 AJ3674'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3674'MARKER
 AJ3674'STATION TIES
 AJ3674'0.18 MI (0.29 KM) WEST OF 40TH ST
 AJ3674'0.15 MI (0.24 KM) SOUTH OF MCDOWELL ROAD
 AJ3674'6.0 FT (1.8 M) NORTH OF THE CHAIN LINK FENCE
 AJ3674'6.0 FT (1.8 M) WEST OF THE CHAIN LINK FENCE
 AJ3674'3.74 FT (1.14 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3674'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3674'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3674
 AJ3674                          STATION RECOVERY (2003)
 AJ3674
 AJ3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AJ3674'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3675 ***********************************************************************
 AJ3675  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3675  DESIGNATION -  1CI1
 AJ3675  PID         -  AJ3675
 AJ3675  STATE/COUNTY-  AZ/MARICOPA
 AJ3675  USGS QUAD   -  TEMPE (1982)
 AJ3675
 AJ3675                         *CURRENT SURVEY CONTROL
 AJ3675  ___________________________________________________________________
 AJ3675* NAD 83(1992)-  33 27 55.08162(N)    111 53 31.24288(W)     ADJUSTED  
 AJ3675* NAVD 88     -       371.68   (meters)    1219.4    (feet)  GPS OBS   
 AJ3675  ___________________________________________________________________
 AJ3675  X           -  -1,986,022.214 (meters)                     COMP
 AJ3675  Y           -  -4,942,376.418 (meters)                     COMP
 AJ3675  Z           -   3,497,312.902 (meters)                     COMP
 AJ3675  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AJ3675  ELLIP HEIGHT-         341.98  (meters)          (04/12/01) GPS OBS
 AJ3675  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AJ3675
 AJ3675  HORZ ORDER  -  B
 AJ3675  ELLP ORDER  -  THIRD     CLASS II
 AJ3675
 AJ3675.The horizontal coordinates were established by GPS observations
 AJ3675.and adjusted by the National Geodetic Survey in April 2001..
 AJ3675
 AJ3675.The orthometric height was determined by GPS observations and a
 AJ3675.high-resolution geoid model using precise GPS observation and
 AJ3675.processing techniques.
 AJ3675
 AJ3675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3675
 AJ3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3675
 AJ3675.The ellipsoidal height was determined by GPS observations
 AJ3675.and is referenced to NAD 83.
 AJ3675
 AJ3675.The geoid height was determined by GEOID03.
 AJ3675
 AJ3675;                    North         East     Units Scale Factor Converg.
 AJ3675;SPC AZ C     -   273,352.478   215,651.667   MT  0.99990006   +0 00 48.9
 AJ3675;SPC AZ C     -   896,825.72    707,518.59   iFT  0.99990006   +0 00 48.9
 AJ3675;UTM  12      - 3,703,227.945   417,110.774   MT  0.99968470   -0 29 30.9
 AJ3675
 AJ3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3675!SPC AZ C     -   0.99994631  x   0.99990006  =   0.99984638
 AJ3675!UTM  12      -   0.99994631  x   0.99968470  =   0.99963103
 AJ3675
 AJ3675                          SUPERSEDED SURVEY CONTROL
 AJ3675
 AJ3675.No superseded survey control is available for this station.
 AJ3675
 AJ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1711103228(NAD 83)
 AJ3675_MARKER: I = METAL ROD
 AJ3675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3675_STAMPING: 1CI1 1999
 AJ3675_PROJECTION: FLUSH
 AJ3675_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3675+STABILITY: POSITION/ELEVATION WELL
 AJ3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3675+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3675_ROD/PIPE-DEPTH:  7.6 meters
 AJ3675_SLEEVE-DEPTH  :  0.8 meters
 AJ3675
 AJ3675  HISTORY     - Date     Condition        Report By
 AJ3675  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3675
 AJ3675                          STATION DESCRIPTION
 AJ3675
 AJ3675'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3675'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 01
 AJ3675'NORTH, RANGE 04 EAST, SECTION 1
 AJ3675'OWNERSHIP - STATE OF ARIZONA
 AJ3675'TO REACH THE STATION FROM THE JUNCTION OF SR 101 AND MCDOWELL ROAD,
 AJ3675'(EXIT 149) DRIVE WEST ON MCDOWELL FOR 0.14 MI (0.23 KM)TO THE STATION
 AJ3675'ON THE LEFT (SOUTH) AS DESCRIBED
 AJ3675'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3675'COMPRESSED ON A 20.0 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3675'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3675'PVC PIPE WITH AN ACCESS COVER STAMPED 1CI1 1999, SURROUNDED WITH A
 AJ3675'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3675'MARKER
 AJ3675'STATION TIES
 AJ3675'159 FT (48.5 M) NORTH OF A POWER POLE
 AJ3675'146.5 FT (44.7 M) SOUTH OF THE BACK OF SIDEWALK ALONG THE SOUTH SIDE
 AJ3675'OF MCDOWELL ROAD
 AJ3675'7.0 FT (2.1 M) WEST OF THE NORTH-SOUTH SIDEWALK
 AJ3675'3.7 FT (1.1 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3675'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3675'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3676 ***********************************************************************
 AJ3676  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3676  DESIGNATION -  1CK1
 AJ3676  PID         -  AJ3676
 AJ3676  STATE/COUNTY-  AZ/MARICOPA
 AJ3676  USGS QUAD   -  MESA (1982)
 AJ3676
 AJ3676                         *CURRENT SURVEY CONTROL
 AJ3676  ___________________________________________________________________
 AJ3676* NAD 83(1992)-  33 27 49.71856(N)    111 47 09.71620(W)     ADJUSTED  
 AJ3676* NAVD 88     -       395.48   (meters)    1297.5    (feet)  GPS OBS   
 AJ3676  ___________________________________________________________________
 AJ3676  X           -  -1,976,918.145 (meters)                     COMP
 AJ3676  Y           -  -4,946,144.585 (meters)                     COMP
 AJ3676  Z           -   3,497,188.211 (meters)                     COMP
 AJ3676  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AJ3676  ELLIP HEIGHT-         365.84  (meters)          (04/12/01) GPS OBS
 AJ3676  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3676
 AJ3676  HORZ ORDER  -  B
 AJ3676  ELLP ORDER  -  THIRD     CLASS II
 AJ3676
 AJ3676.The horizontal coordinates were established by GPS observations
 AJ3676.and adjusted by the National Geodetic Survey in April 2001..
 AJ3676
 AJ3676.The orthometric height was determined by GPS observations and a
 AJ3676.high-resolution geoid model using precise GPS observation and
 AJ3676.processing techniques.
 AJ3676
 AJ3676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3676
 AJ3676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3676
 AJ3676.The ellipsoidal height was determined by GPS observations
 AJ3676.and is referenced to NAD 83.
 AJ3676
 AJ3676.The geoid height was determined by GEOID03.
 AJ3676
 AJ3676;                    North         East     Units Scale Factor Converg.
 AJ3676;SPC AZ C     -   273,194.625   225,502.718   MT  0.99990182   +0 04 19.3
 AJ3676;SPC AZ C     -   896,307.82    739,838.31   iFT  0.99990182   +0 04 19.3
 AJ3676;UTM  12      - 3,702,983.243   426,957.826   MT  0.99966577   -0 26 00.4
 AJ3676
 AJ3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3676!SPC AZ C     -   0.99994257  x   0.99990182  =   0.99984439
 AJ3676!UTM  12      -   0.99994257  x   0.99966577  =   0.99960836
 AJ3676
 AJ3676                          SUPERSEDED SURVEY CONTROL
 AJ3676
 AJ3676.No superseded survey control is available for this station.
 AJ3676
 AJ3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2695802983(NAD 83)
 AJ3676_MARKER: I = METAL ROD
 AJ3676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3676+WITH SETTING: INFORMATION.
 AJ3676_STAMPING: 1CK1 1999
 AJ3676_PROJECTION: FLUSH
 AJ3676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3676+STABILITY: POSITION/ELEVATION WELL
 AJ3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3676+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3676_ROD/PIPE-DEPTH:  1.6 meters
 AJ3676_SLEEVE-DEPTH  :  0.8 meters
 AJ3676
 AJ3676  HISTORY     - Date     Condition        Report By
 AJ3676  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3676
 AJ3676                          STATION DESCRIPTION
 AJ3676
 AJ3676'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3676'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3676'RANGE 06 EAST, SECTION 6
 AJ3676'OWNERSHIP - SRP
 AJ3676'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3676'182), DRIVE NORTH ON GILBERT ROAD 4.5 MI (7.2 KM) TO THE INTERSECTION
 AJ3676'OF MCKELLIPS ROAD, THENCE CONTINUE NORTH ON GILBERT ROAD 0.42 MI (0.68
 AJ3676'KM) TO OLD GILBERT ROAD, THENCE TURN RIGHT (EASTERLY) AT THE
 AJ3676'INTERSECTION OF OLD GILBERT RD AND GILBERT ROAD AND DRIVE ABOUT 150 FT
 AJ3676'(45.7 M) TO THE WESTERN BANK AND ACCESS ROAD OF THE EASTERN CANAL,
 AJ3676'THENCE TURN LEFT (NORTH)ON TO THE ACCESS ROAD AND DRIVE NORTHWESTERLY
 AJ3676'FOR ABOUT 0.5 MI (0.8 KM) AND PARK, WALK ABOUT 20 FT (6.1 M) NORTHWEST
 AJ3676'TO THE STATION IS AS DESCRIBED
 AJ3676'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3676'COMPRESSED ON A 4.3 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3676'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3676'WITH AN ACCESS COVER STAMPED 1CK1 1999, SURROUNDED WITH A CONCRETE
 AJ3676'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3676'STATION TIES
 AJ3676'190 FT (57.9 M) SOUTHWEST OF A POWER POLE
 AJ3676'130 FT (39.6 M) SOUTHEAST OF A DIFFERENT POWER POLE
 AJ3676'39 FT (11.9 M) PERPENDICULAR DISTANCE NORTHWESTERLY FROM THE NORTHWEST
 AJ3676'EDGE OF THE CANAL
 AJ3676'4.9 FT (1.5 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3676'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3676'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3677 ***********************************************************************
 AJ3677  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3677  DESIGNATION -  1CM1
 AJ3677  PID         -  AJ3677
 AJ3677  STATE/COUNTY-  AZ/MARICOPA
 AJ3677  USGS QUAD   -  BUCKHORN (1982)
 AJ3677
 AJ3677                         *CURRENT SURVEY CONTROL
 AJ3677  ___________________________________________________________________
 AJ3677* NAD 83(1992)-  33 27 58.16842(N)    111 40 47.25024(W)     ADJUSTED  
 AJ3677* NAVD 88     -       485.32   (meters)    1592.3    (feet)  GPS OBS   
 AJ3677  ___________________________________________________________________
 AJ3677  X           -  -1,967,718.096 (meters)                     COMP
 AJ3677  Y           -  -4,949,738.183 (meters)                     COMP
 AJ3677  Z           -   3,497,455.062 (meters)                     COMP
 AJ3677  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AJ3677  ELLIP HEIGHT-         455.90  (meters)          (04/12/01) GPS OBS
 AJ3677  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3677
 AJ3677  HORZ ORDER  -  B
 AJ3677  ELLP ORDER  -  THIRD     CLASS II
 AJ3677
 AJ3677.The horizontal coordinates were established by GPS observations
 AJ3677.and adjusted by the National Geodetic Survey in April 2001..
 AJ3677
 AJ3677.The orthometric height was determined by GPS observations and a
 AJ3677.high-resolution geoid model using precise GPS observation and
 AJ3677.processing techniques.
 AJ3677
 AJ3677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3677
 AJ3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3677
 AJ3677.The ellipsoidal height was determined by GPS observations
 AJ3677.and is referenced to NAD 83.
 AJ3677
 AJ3677.The geoid height was determined by GEOID03.
 AJ3677
 AJ3677;                    North         East     Units Scale Factor Converg.
 AJ3677;SPC AZ C     -   273,472.396   235,377.405   MT  0.99990597   +0 07 50.2
 AJ3677;SPC AZ C     -   897,219.15    772,235.58   iFT  0.99990597   +0 07 50.2
 AJ3677;UTM  12      - 3,703,173.839   436,832.145   MT  0.99964919   -0 22 29.6
 AJ3677
 AJ3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3677!SPC AZ C     -   0.99992843  x   0.99990597  =   0.99983441
 AJ3677!UTM  12      -   0.99992843  x   0.99964919  =   0.99957765
 AJ3677
 AJ3677                          SUPERSEDED SURVEY CONTROL
 AJ3677
 AJ3677.No superseded survey control is available for this station.
 AJ3677
 AJ3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3683203174(NAD 83)
 AJ3677_MARKER: I = METAL ROD
 AJ3677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3677_STAMPING: 1CM1 1999
 AJ3677_PROJECTION: FLUSH
 AJ3677_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3677+STABILITY: POSITION/ELEVATION WELL
 AJ3677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3677+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 AJ3677_ROD/PIPE-DEPTH:  5.2 meters
 AJ3677_SLEEVE-DEPTH  :  0.8 meters
 AJ3677
 AJ3677  HISTORY     - Date     Condition        Report By
 AJ3677  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3677  HISTORY     - 20051109 GOOD             MCDOT
 AJ3677
 AJ3677                          STATION DESCRIPTION
 AJ3677
 AJ3677'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3677'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3677'RANGE 07 EAST, SECTION 6
 AJ3677'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL
 AJ3677'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3677'188), DRIVE NORTH ON POWER ROAD 5.5 MI (8.9 KM) TO THE INTERSECTION OF
 AJ3677'MCDOWELL ROAD, THENCE TURN RIGHT (EAST) ON MCDOWELL ROAD AND DRIVE 0.2
 AJ3677'MI (0.3 KM)(YOU WILL PASS OVER THE CAP CANAL) AND PARK, THENCE WALK
 AJ3677'ABOUT 37 FT (11.3 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3677'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3677'COMPRESSED ON A 13.7 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3677'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3677'PVC PIPE WITH AN ACCESS COVER STAMPED 1CM1 1999, SURROUNDED WITH A
 AJ3677'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3677'MARKER
 AJ3677'STATION TIES
 AJ3677'37 FT (11.3 M) SOUTH OF MCDOWELL ROAD CENTERLINE
 AJ3677'25 FT (7.6 M) EAST CENTERLINE OF EARTH DAM
 AJ3677'12 FT (3.7 M) SOUTH OF FENCE LINE
 AJ3677'4.9 FT (1.5 M) FROM WHITE CARSONITE MARKER
 AJ3677'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3677'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3677
 AJ3677                          STATION RECOVERY (2005)
 AJ3677
 AJ3677'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3677'PER RICK HILLMAN (ADOT PHOENIX CONSTRUCTION DISTRICT)
 AJ3677''IT LOOKS LIKE GDACS PT. 1CM1 FALLS IN THE ALIGNMENT OF OUR RED
 AJ3677'MOUNTAIN FREEWAY, POWER RD. TO UNIVERSITY PROJECT.
 AJ3677'IT IS IN A LOCATION THAT ASSURES IT WILL BE DESTROYED.
 AJ3677'CONSTRUCTION IS SUPPOSED TO START THE END OF JANUARY.'
 AJ3677' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3678 ***********************************************************************
 AJ3678  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3678  DESIGNATION -  1CO1
 AJ3678  PID         -  AJ3678
 AJ3678  STATE/COUNTY-  AZ/MARICOPA
 AJ3678  USGS QUAD   -  APACHE JUNCTION (1982)
 AJ3678
 AJ3678                         *CURRENT SURVEY CONTROL
 AJ3678  ___________________________________________________________________
 AJ3678* NAD 83(1992)-  33 27 57.92665(N)    111 34 51.21337(W)     ADJUSTED  
 AJ3678* NAVD 88     -       586.44   (meters)    1924.0    (feet)  GPS OBS   
 AJ3678  ___________________________________________________________________
 AJ3678  X           -  -1,959,203.936 (meters)                     COMP
 AJ3678  Y           -  -4,953,209.702 (meters)                     COMP
 AJ3678  Z           -   3,497,504.698 (meters)                     COMP
 AJ3678  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AJ3678  ELLIP HEIGHT-         557.18  (meters)          (04/12/01) GPS OBS
 AJ3678  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AJ3678
 AJ3678  HORZ ORDER  -  B
 AJ3678  ELLP ORDER  -  THIRD     CLASS II
 AJ3678
 AJ3678.The horizontal coordinates were established by GPS observations
 AJ3678.and adjusted by the National Geodetic Survey in April 2001..
 AJ3678
 AJ3678.The orthometric height was determined by GPS observations and a
 AJ3678.high-resolution geoid model using precise GPS observation and
 AJ3678.processing techniques.
 AJ3678
 AJ3678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3678
 AJ3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3678
 AJ3678.The ellipsoidal height was determined by GPS observations
 AJ3678.and is referenced to NAD 83.
 AJ3678
 AJ3678.The geoid height was determined by GEOID03.
 AJ3678
 AJ3678;                    North         East     Units Scale Factor Converg.
 AJ3678;SPC AZ C     -   273,490.281   244,570.089   MT  0.99991201   +0 11 06.6
 AJ3678;SPC AZ C     -   897,277.82    802,395.31   iFT  0.99991201   +0 11 06.6
 AJ3678;UTM  12      - 3,703,110.637   446,022.180   MT  0.99963592   -0 19 13.2
 AJ3678
 AJ3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3678!SPC AZ C     -   0.99991253  x   0.99991201  =   0.99982455
 AJ3678!UTM  12      -   0.99991253  x   0.99963592  =   0.99954849
 AJ3678
 AJ3678                          SUPERSEDED SURVEY CONTROL
 AJ3678
 AJ3678.No superseded survey control is available for this station.
 AJ3678
 AJ3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4602203111(NAD 83)
 AJ3678_MARKER: I = METAL ROD
 AJ3678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3678_STAMPING: 1CO1 1999
 AJ3678_MARK LOGO: MCDOT 
 AJ3678_PROJECTION: FLUSH
 AJ3678_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3678+STABILITY: POSITION/ELEVATION WELL
 AJ3678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3678+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 AJ3678_ROD/PIPE-DEPTH: 11.4 meters
 AJ3678_SLEEVE-DEPTH  :  0.8 meters
 AJ3678
 AJ3678  HISTORY     - Date     Condition        Report By
 AJ3678  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3678  HISTORY     - 20040313 GOOD             USPSQD
 AJ3678
 AJ3678                          STATION DESCRIPTION
 AJ3678
 AJ3678'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3678'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3678'NORTH, RANGE 07 EAST, SECTION 36
 AJ3678'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3678'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SIGNAL BUTTE ROAD
 AJ3678'(EXIT 193), DRIVE NORTH ON SIGNAL BUTTE ROAD 3.5 MI (5.6 KM) TO BROWN
 AJ3678'ROAD, THENCE TURN RIGHT (EAST) ON BROWN ROAD AND DRIVE 1.0 MI (1.6 KM)
 AJ3678'TO MERIDIAN ROAD, THENCE TURN LEFT (NORTH) ON MERIDIAN AND DRIVE 2.0
 AJ3678'TO A UNIMPROVED PARKING LOT AND PARK NEAR THE NORTH FENCE OF THE
 AJ3678'PARKING LOT, WALK TO THE STATION AS DESCRIBED
 AJ3678'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3678'COMPRESSED ON A 24.0 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3678'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3678'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1CO1 1999, SURROUNDED
 AJ3678'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3678'CARSONITE MARKER
 AJ3678'STATION TIES
 AJ3678'121 FT (36.9 M) NORTHWEST OF THE BRASS CAP MARKING THE INTERSECTION OF
 AJ3678'MERIDIAN AND MCDOWELL
 AJ3678'14.5 FT (4.4 M) WESTERLY FROM THE WEST FENCE POST AT THE TRAIL OPENING
 AJ3678'IN THE NORTH FENCE OF THE PARKING LOT
 AJ3678'5 FT (1.5 M) FROM A POST EAST AND SOUTH OF THE NEAREST FENCE POST TO
 AJ3678'THE WEST
 AJ3678'6.3 FT (1.9 M) FROM WHITE CARSONITE MARKER
 AJ3678'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3678'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3678
 AJ3678                          STATION RECOVERY (2004)
 AJ3678
 AJ3678'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AJ3678'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3839 ***********************************************************************
 AJ3839  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3839  DESIGNATION -  1DB1
 AJ3839  PID         -  AJ3839
 AJ3839  STATE/COUNTY-  AZ/MARICOPA
 AJ3839  USGS QUAD   -  GLENDALE (1982)
 AJ3839
 AJ3839                         *CURRENT SURVEY CONTROL
 AJ3839  ___________________________________________________________________
 AJ3839* NAD 83(1992)-  33 30 36.99544(N)    112 14 46.92757(W)     ADJUSTED  
 AJ3839* NAVD 88     -       324.75   (meters)    1065.5    (feet)  GPS OBS   
 AJ3839  ___________________________________________________________________
 AJ3839  X           -  -2,015,494.057 (meters)                     COMP
 AJ3839  Y           -  -4,927,414.754 (meters)                     COMP
 AJ3839  Z           -   3,501,447.315 (meters)                     COMP
 AJ3839  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AJ3839  ELLIP HEIGHT-         294.55  (meters)          (04/12/01) GPS OBS
 AJ3839  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3839
 AJ3839  HORZ ORDER  -  B
 AJ3839  ELLP ORDER  -  THIRD     CLASS II
 AJ3839
 AJ3839.The horizontal coordinates were established by GPS observations
 AJ3839.and adjusted by the National Geodetic Survey in April 2001..
 AJ3839
 AJ3839.The orthometric height was determined by GPS observations and a
 AJ3839.high-resolution geoid model using precise GPS observation and
 AJ3839.processing techniques.
 AJ3839
 AJ3839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3839
 AJ3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3839
 AJ3839.The ellipsoidal height was determined by GPS observations
 AJ3839.and is referenced to NAD 83.
 AJ3839
 AJ3839.The geoid height was determined by GEOID03.
 AJ3839
 AJ3839;                    North         East     Units Scale Factor Converg.
 AJ3839;SPC AZ C     -   278,388.800   182,729.859   MT  0.99991156   -0 10 55.3
 AJ3839;SPC AZ C     -   913,349.08    599,507.41   iFT  0.99991156   -0 10 55.3
 AJ3839;UTM  12      - 3,708,553.750   384,240.658   MT  0.99976520   -0 41 17.4
 AJ3839
 AJ3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3839!SPC AZ C     -   0.99995376  x   0.99991156  =   0.99986532
 AJ3839!UTM  12      -   0.99995376  x   0.99976520  =   0.99971897
 AJ3839
 AJ3839                          SUPERSEDED SURVEY CONTROL
 AJ3839
 AJ3839.No superseded survey control is available for this station.
 AJ3839
 AJ3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8424108554(NAD 83)
 AJ3839_MARKER: I = METAL ROD
 AJ3839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3839_STAMPING: 1DB1 1999
 AJ3839_MARK LOGO: MCDOT 
 AJ3839_PROJECTION: FLUSH
 AJ3839_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3839+STABILITY: POSITION/ELEVATION WELL
 AJ3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3839+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 AJ3839_ROD/PIPE-DEPTH:  7.3 meters
 AJ3839_SLEEVE-DEPTH  :  0.8 meters
 AJ3839
 AJ3839  HISTORY     - Date     Condition        Report By
 AJ3839  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3839  HISTORY     - 20060420 GOOD             DIBBLE
 AJ3839
 AJ3839                          STATION DESCRIPTION
 AJ3839
 AJ3839'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3839'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF GLENDALE, TOWNSHIP 2
 AJ3839'NORTH, RANGE 1 EAST, SECTION 15
 AJ3839'OWNERSHIP - CITY OF GLENDALE
 AJ3839'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 91ST
 AJ3839'AVENUE AT EXIT 134, DRIVE NORTH ON 91ST AVENUE 3.2 MI (5.1 KM) TO THE
 AJ3839'INTERSECTION OF CAMELBACK ROAD AND 91ST AVENUE, THENCE TURN RIGHT
 AJ3839'(EAST) ONTO CAMELBACK ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3839'INTERSECTION OF 87TH AVENUE AND CAMELBACK ROAD, THENCE TURN LEFT
 AJ3839'(NORTH) ONTO 87TH AVENUE AND DRIVE 0.1 MI (0.2 KM) TO THE INTERSECTION
 AJ3839'OF PASADENA AND 87TH AVENUE, THENCE CONTINUE DRIVING NORTH 130 FT
 AJ3839'(39.6 M) TO THE STATION ON THE RIGHT 3 FT (0.9 M) BEHIND THE SIDEWALK
 AJ3839'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3839'COMPRESSED ON A 24 FT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3839'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3839'WITH A COUNTY LOGO ACCESS COVER STAMPED 1DB1 1999, SURROUNDED WITH A
 AJ3839'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3839'MARKER
 AJ3839'STATION TIES -
 AJ3839'38 FT (11.6 M) SOUTHWEST OF A EVERGREEN TREE
 AJ3839'32 FT (9.8 M) NORTH OF A LIGHT POLE
 AJ3839'33 FT (10.1 M) NORTHWEST OF A OLIVE TREE
 AJ3839'130 FT (39.6 M) NORTH OF THE CENTERLINE OF PASADENA AVENUE
 AJ3839'185 FT (56.4 M) SOUTH OF THE CENTERLINE OF WINDSOR BOULEVARD
 AJ3839'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3839'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3839
 AJ3839                          STATION RECOVERY (2006)
 AJ3839
 AJ3839'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AJ3839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3726 ***********************************************************************
 AJ3726  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3726  DESIGNATION -  1DD1
 AJ3726  PID         -  AJ3726
 AJ3726  STATE/COUNTY-  AZ/MARICOPA
 AJ3726  USGS QUAD   -  GLENDALE (1982)
 AJ3726
 AJ3726                         *CURRENT SURVEY CONTROL
 AJ3726  ___________________________________________________________________
 AJ3726* NAD 83(1992)-  33 30 36.64782(N)    112 09 10.23678(W)     ADJUSTED  
 AJ3726* NAVD 88     -       347.74   (meters)    1140.9    (feet)  GPS OBS   
 AJ3726  ___________________________________________________________________
 AJ3726  X           -  -2,007,457.776 (meters)                     COMP
 AJ3726  Y           -  -4,930,721.541 (meters)                     COMP
 AJ3726  Z           -   3,501,451.209 (meters)                     COMP
 AJ3726  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 AJ3726  ELLIP HEIGHT-         317.78  (meters)          (04/12/01) GPS OBS
 AJ3726  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3726
 AJ3726  HORZ ORDER  -  B
 AJ3726  ELLP ORDER  -  THIRD     CLASS II
 AJ3726
 AJ3726.The horizontal coordinates were established by GPS observations
 AJ3726.and adjusted by the National Geodetic Survey in April 2001..
 AJ3726
 AJ3726.The orthometric height was determined by GPS observations and a
 AJ3726.high-resolution geoid model using precise GPS observation and
 AJ3726.processing techniques.
 AJ3726
 AJ3726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3726
 AJ3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3726
 AJ3726.The ellipsoidal height was determined by GPS observations
 AJ3726.and is referenced to NAD 83.
 AJ3726
 AJ3726.The geoid height was determined by GEOID03.
 AJ3726
 AJ3726;                    North         East     Units Scale Factor Converg.
 AJ3726;SPC AZ C     -   278,354.402   191,418.582   MT  0.99990593   -0 07 49.4
 AJ3726;SPC AZ C     -   913,236.23    628,013.72   iFT  0.99990593   -0 07 49.4
 AJ3726;UTM  12      - 3,708,442.617   392,927.387   MT  0.99974134   -0 38 11.5
 AJ3726
 AJ3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3726!SPC AZ C     -   0.99995011  x   0.99990593  =   0.99985605
 AJ3726!UTM  12      -   0.99995011  x   0.99974134  =   0.99969147
 AJ3726
 AJ3726                          SUPERSEDED SURVEY CONTROL
 AJ3726
 AJ3726.No superseded survey control is available for this station.
 AJ3726
 AJ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9292708443(NAD 83)
 AJ3726_MARKER: I = METAL ROD
 AJ3726_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3726_STAMPING: 1DD1 1999
 AJ3726_MARK LOGO: MCDOT 
 AJ3726_PROJECTION: FLUSH
 AJ3726_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3726+STABILITY: POSITION/ELEVATION WELL
 AJ3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3726+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3726_ROD/PIPE-DEPTH: 14.4 meters
 AJ3726_SLEEVE-DEPTH  :  0.8 meters
 AJ3726
 AJ3726  HISTORY     - Date     Condition        Report By
 AJ3726  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3726
 AJ3726                          STATION DESCRIPTION
 AJ3726
 AJ3726'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3726'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 02 NORTH,
 AJ3726'RANGE 02 EAST, SECTION 16
 AJ3726'OWNERSHIP - SANTA FE R.R.  RIGHT-OF-WAY
 AJ3726'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAMELBACK ROAD
 AJ3726'(EXIT 203) DRIVE WEST ON CAMELBACK ROAD FOR ABOUT 2.3 MI (3.7 KM) TO
 AJ3726'43RD AVENUE, THENCE FROM THE CENTERLINE OF 43RD AVENUE AND CAMELBACK
 AJ3726'ROAD DRIVE WEST ON CAMELBACK ROAD 405 FEET (123.4 M) TO A DRIVEWAY ON
 AJ3726'THE RIGHT (NORTH) SIDE OF CAMELBACK ROAD, THENCE TURN RIGHT (NORTH)
 AJ3726'INTO DRIVEWAY AND DRIVE 270 FT (82.2 M) TO THE STATION AS DESCRIBED
 AJ3726'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3726'COMPRESSED ON A 47.1 FOOT (14.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3726'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3726'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1DD1 1999, SURROUNDED
 AJ3726'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3726'CARSONITE MARKER
 AJ3726'STATION TIES
 AJ3726'270 FT (82.3 M) NORTH AND PERPENDICULAR TO THE CENTERLINE OF CAMELBACK
 AJ3726'ROAD AND ALONG THE CENTERLINE OF THE DRIVEWAY LOCATED 405 FT (123.4 M)
 AJ3726'WEST OF THE CENTERLINE OF CAMELBACK AVENUE FROM 43RD AVE
 AJ3726'163.6 FT (50.0 M) SOUTHEAST FROM NORTHEAST CORNER OF 7 FT HIGH CHAIN
 AJ3726'LINK FENCE (THE CORNER WHICH A BROKEN CABLE FENCE CONNECTS WITH)
 AJ3726'49.3 FT (15.0 M) NORTHEAST AND PERPENDICULAR TO THE 3 FT (0.9 M) WOOD
 AJ3726'POST AND CABLE FENCE (CABLE IS BROKEN AND DOWN)
 AJ3726'90 FT (27.3 M) WEST OF A RAILROAD SWITCH MECHANISM
 AJ3726'31.5 FT (9.6 M) SOUTHWEST AND PERPENDICULAR TO THE CENTERLINE OF THE
 AJ3726'MAINLINE OF THE SANTA FE RAILWAY TRACKS
 AJ3726'3.0 FT (0.9 M) NORTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3726'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3726'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3717 ***********************************************************************
 AJ3717  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3717  DESIGNATION -  1DE1
 AJ3717  PID         -  AJ3717
 AJ3717  STATE/COUNTY-  AZ/MARICOPA
 AJ3717  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3717
 AJ3717                         *CURRENT SURVEY CONTROL
 AJ3717  ___________________________________________________________________
 AJ3717* NAD 83(1992)-  33 30 11.06144(N)    112 04 49.92853(W)     ADJUSTED  
 AJ3717* NAVD 88     -       342.23   (meters)    1122.8    (feet)  GPS OBS   
 AJ3717  ___________________________________________________________________
 AJ3717  X           -  -2,001,395.470 (meters)                     COMP
 AJ3717  Y           -  -4,933,650.175 (meters)                     COMP
 AJ3717  Z           -   3,500,790.917 (meters)                     COMP
 AJ3717  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3717  ELLIP HEIGHT-         312.42  (meters)          (04/12/01) GPS OBS
 AJ3717  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3717
 AJ3717  HORZ ORDER  -  B
 AJ3717  ELLP ORDER  -  THIRD     CLASS II
 AJ3717
 AJ3717.The horizontal coordinates were established by GPS observations
 AJ3717.and adjusted by the National Geodetic Survey in April 2001..
 AJ3717
 AJ3717.The orthometric height was determined by GPS observations and a
 AJ3717.high-resolution geoid model using precise GPS observation and
 AJ3717.processing techniques.
 AJ3717
 AJ3717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3717
 AJ3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3717
 AJ3717.The ellipsoidal height was determined by GPS observations
 AJ3717.and is referenced to NAD 83.
 AJ3717
 AJ3717.The geoid height was determined by GEOID03.
 AJ3717
 AJ3717;                    North         East     Units Scale Factor Converg.
 AJ3717;SPC AZ C     -   277,553.234   198,134.925   MT  0.99990286   -0 05 25.6
 AJ3717;SPC AZ C     -   910,607.72    650,048.97   iFT  0.99990286   -0 05 25.6
 AJ3717;UTM  12      - 3,707,582.304   399,635.239   MT  0.99972419   -0 35 47.3
 AJ3717
 AJ3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3717!SPC AZ C     -   0.99995095  x   0.99990286  =   0.99985382
 AJ3717!UTM  12      -   0.99995095  x   0.99972419  =   0.99967516
 AJ3717
 AJ3717                          SUPERSEDED SURVEY CONTROL
 AJ3717
 AJ3717.No superseded survey control is available for this station.
 AJ3717
 AJ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9963507582(NAD 83)
 AJ3717_MARKER: I = METAL ROD
 AJ3717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3717_STAMPING: 1DE1 1999
 AJ3717_MARK LOGO: MCDOT 
 AJ3717_PROJECTION: FLUSH
 AJ3717_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3717+STABILITY: POSITION/ELEVATION WELL
 AJ3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3717+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 AJ3717_ROD/PIPE-DEPTH:  4.9 meters
 AJ3717_SLEEVE-DEPTH  :  0.8 meters
 AJ3717
 AJ3717  HISTORY     - Date     Condition        Report By
 AJ3717  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3717  HISTORY     - 20050928 GOOD             EVANS
 AJ3717
 AJ3717                          STATION DESCRIPTION
 AJ3717
 AJ3717'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3717'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3717'RANGE 03 EAST, SECTION 20
 AJ3717'OWNERSHIP - PHOENIX RIGHT-OF-WAY
 AJ3717'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAMELBACK ROAD
 AJ3717'(EXIT 203) , DRIVE EAST 1.7 MI (2.7 KM) ON CAMELBACK ROAD TO 7TH
 AJ3717'AVENUE, THENCE TURN RIGHT (SOUTH) ONTO 7TH AVENUE AND DRIVE 0.45 MI
 AJ3717'(0.72 KM) TO MINNEZONA ROAD, THENCE TURN LEFT (EAST) ONTO MINNEZONA
 AJ3717'ROAD AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK NORTHERLY TO THE STATION
 AJ3717'IS AS DESCRIBED
 AJ3717'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3717'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3717'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3717'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1DE1 1999, SURROUNDED
 AJ3717'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3717'CARSONITE MARKER
 AJ3717'STATION TIES
 AJ3717'75 FEET (22.9 M) WEST OF THE CENTERLINE OF 5TH AVENUE
 AJ3717'40 FEET (12.2 M) NORTH OF THE CENTERLINE OF MINNEZONA ROAD
 AJ3717'3.8 FEET (1.2 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3717'NORTH OF AND BETWEEN THE HOUSES ADDRESSED 501 AND 505 MINNEZONA ROAD
 AJ3717'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3717'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3717
 AJ3717                          STATION RECOVERY (2005)
 AJ3717
 AJ3717'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3725 ***********************************************************************
 AJ3725  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3725  DESIGNATION -  1DG1
 AJ3725  PID         -  AJ3725
 AJ3725  STATE/COUNTY-  AZ/MARICOPA
 AJ3725  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3725
 AJ3725                         *CURRENT SURVEY CONTROL
 AJ3725  ___________________________________________________________________
 AJ3725* NAD 83(1992)-  33 31 57.93894(N)    111 59 20.49090(W)     ADJUSTED  
 AJ3725* NAVD 88     -       427.46   (meters)    1402.4    (feet)  GPS OBS   
 AJ3725  ___________________________________________________________________
 AJ3725  X           -  -1,992,858.911 (meters)                     COMP
 AJ3725  Y           -  -4,935,220.362 (meters)                     COMP
 AJ3725  Z           -   3,503,583.524 (meters)                     COMP
 AJ3725  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AJ3725  ELLIP HEIGHT-         397.86  (meters)          (04/12/01) GPS OBS
 AJ3725  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3725
 AJ3725  HORZ ORDER  -  B
 AJ3725  ELLP ORDER  -  THIRD     CLASS II
 AJ3725
 AJ3725.The horizontal coordinates were established by GPS observations
 AJ3725.and adjusted by the National Geodetic Survey in April 2001..
 AJ3725
 AJ3725.The orthometric height was determined by GPS observations and a
 AJ3725.high-resolution geoid model using precise GPS observation and
 AJ3725.processing techniques.
 AJ3725
 AJ3725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3725
 AJ3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3725
 AJ3725.The ellipsoidal height was determined by GPS observations
 AJ3725.and is referenced to NAD 83.
 AJ3725
 AJ3725.The geoid height was determined by GEOID03.
 AJ3725
 AJ3725;                    North         East     Units Scale Factor Converg.
 AJ3725;SPC AZ C     -   280,836.059   206,639.462   MT  0.99990056   -0 02 23.9
 AJ3725;SPC AZ C     -   921,378.15    677,950.99   iFT  0.99990056   -0 02 23.9
 AJ3725;UTM  12      - 3,710,789.259   408,166.847   MT  0.99970397   -0 32 47.0
 AJ3725
 AJ3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3725!SPC AZ C     -   0.99993754  x   0.99990056  =   0.99983811
 AJ3725!UTM  12      -   0.99993754  x   0.99970397  =   0.99964153
 AJ3725
 AJ3725                          SUPERSEDED SURVEY CONTROL
 AJ3725
 AJ3725.No superseded survey control is available for this station.
 AJ3725
 AJ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0816710789(NAD 83)
 AJ3725_MARKER: I = METAL ROD
 AJ3725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3725+WITH SETTING: INFORMATION.
 AJ3725_STAMPING: 1DG1 1999
 AJ3725_MARK LOGO: MCDOT 
 AJ3725_PROJECTION: FLUSH
 AJ3725_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3725+STABILITY: POSITION/ELEVATION WELL
 AJ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3725+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3725_ROD/PIPE-DEPTH:  0.9 meters
 AJ3725_SLEEVE-DEPTH  :  0.8 meters
 AJ3725
 AJ3725  HISTORY     - Date     Condition        Report By
 AJ3725  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3725  HISTORY     - 20050414 MARK NOT FOUND   MCDOT
 AJ3725
 AJ3725                          STATION DESCRIPTION
 AJ3725
 AJ3725'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3725'THE STATION IS LOCATED WITHIN THE TOWN OF PARADISE VALLEY, TOWNSHIP 02
 AJ3725'NORTH, RANGE 04 EAST, SECTION 7
 AJ3725'OWNERSHIP - PRIVATE
 AJ3725'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND LINCOLN DRIVE
 AJ3725'(EXIT 6) , DRIVE EAST ON LINCOLN DRIVE ABOUT 3.5 MI (5.6 KM) TO 4222
 AJ3725'EAST LINCOLN DRIVE (VALLEY VIEW CHURCH) ON THE LEFT (NORTH) SIDE OF
 AJ3725'THE ROAD, THENCE TURN LEFT (NORTH) INTO THE EASTERN MOST CHURCH
 AJ3725'DRIVEWAY AND DRIVE TO THE BACK PARKING LOT, PARK ON THE FAR EAST SIDE
 AJ3725'OF BACK PARKING LOT, THE STATION IS EAST OF THE PARKING LOT AND WEST
 AJ3725'OF THE ADJOINING RESIDENCE BLOCK WALL, STATION AS DESCRIBED
 AJ3725'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3725'COMPRESSED ON A 3.0 FT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3725'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3725'WITH A COUNTY LOGO ACCESS COVER STAMPED 1DG1 1999, SURROUNDED WITH A
 AJ3725'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3725'MARKER
 AJ3725'STATION TIES
 AJ3725'97 FT (29.6 M) SOUTH OF CHAIN LINK FENCE (CHAIN LINK FENCE ON THE
 AJ3725'NORTH SIDE OF THE CHURCH)
 AJ3725'42 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF THE CHURCH DRIVE
 AJ3725'31 FT (9.4 M) WEST OF RESIDENCE BLOCK WALL (BLOCK WALL IS THE CHURCHES
 AJ3725'PROPERTY LINE ON THE EAST)
 AJ3725'NO WHITE CARSONITE MARKER
 AJ3725'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3725'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3725
 AJ3725                          STATION RECOVERY (2005)
 AJ3725
 AJ3725'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3725'THE MONUMENT HAS BEEN DESTROYED. THE CHURCH PROPERTY IN WHICH IT WAS
 AJ3725'PLACED EXPANDED IT'S PARKING LOT AND IN THE CONSTRUCTION PROCESS
 AJ3725'DESTROYED THE MONUMENT.
 AJ3725' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3679 ***********************************************************************
 AJ3679  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3679  DESIGNATION -  1DH1
 AJ3679  PID         -  AJ3679
 AJ3679  STATE/COUNTY-  AZ/MARICOPA
 AJ3679  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3679
 AJ3679                         *CURRENT SURVEY CONTROL
 AJ3679  ___________________________________________________________________
 AJ3679* NAD 83(1992)-  33 30 34.42284(N)    111 56 35.55131(W)     ADJUSTED  
 AJ3679* NAVD 88     -       409.81   (meters)    1344.5    (feet)  GPS OBS   
 AJ3679  ___________________________________________________________________
 AJ3679  X           -  -1,989,437.350 (meters)                     COMP
 AJ3679  Y           -  -4,938,116.809 (meters)                     COMP
 AJ3679  Z           -   3,501,428.500 (meters)                     COMP
 AJ3679  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AJ3679  ELLIP HEIGHT-         380.18  (meters)          (04/12/01) GPS OBS
 AJ3679  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3679
 AJ3679  HORZ ORDER  -  B
 AJ3679  ELLP ORDER  -  THIRD     CLASS II
 AJ3679
 AJ3679.The horizontal coordinates were established by GPS observations
 AJ3679.and adjusted by the National Geodetic Survey in April 2001..
 AJ3679
 AJ3679.The orthometric height was determined by GPS observations and a
 AJ3679.high-resolution geoid model using precise GPS observation and
 AJ3679.processing techniques.
 AJ3679
 AJ3679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3679
 AJ3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3679
 AJ3679.The ellipsoidal height was determined by GPS observations
 AJ3679.and is referenced to NAD 83.
 AJ3679
 AJ3679.The geoid height was determined by GEOID03.
 AJ3679
 AJ3679;                    North         East     Units Scale Factor Converg.
 AJ3679;SPC AZ C     -   278,261.208   210,894.165   MT  0.99990007   -0 00 52.8
 AJ3679;SPC AZ C     -   912,930.47    691,909.99   iFT  0.99990007   -0 00 52.8
 AJ3679;UTM  12      - 3,708,177.440   412,397.783   MT  0.99969461   -0 31 14.7
 AJ3679
 AJ3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3679!SPC AZ C     -   0.99994032  x   0.99990007  =   0.99984039
 AJ3679!UTM  12      -   0.99994032  x   0.99969461  =   0.99963495
 AJ3679
 AJ3679                          SUPERSEDED SURVEY CONTROL
 AJ3679
 AJ3679.No superseded survey control is available for this station.
 AJ3679
 AJ3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1239808177(NAD 83)
 AJ3679_MARKER: I = METAL ROD
 AJ3679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3679+WITH SETTING: INFORMATION.
 AJ3679_STAMPING: 1DH1 525
 AJ3679_MARK LOGO: MCDOT 
 AJ3679_PROJECTION: FLUSH
 AJ3679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3679+STABILITY: POSITION/ELEVATION WELL
 AJ3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3679+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3679_ROD/PIPE-DEPTH:  1.7 meters
 AJ3679_SLEEVE-DEPTH  :  0.8 meters
 AJ3679
 AJ3679  HISTORY     - Date     Condition        Report By
 AJ3679  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3679
 AJ3679                          STATION DESCRIPTION
 AJ3679
 AJ3679'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3679'THE STATION IS LOCATED WITHIN THE CITY OF PARADISE VALLEY , TOWNSHIP
 AJ3679'02 NORTH, RANGE 04 EAST, SECTION 15
 AJ3679'OWNERSHIP - PARADISE VALLEY R/W
 AJ3679'TO REACH THE STATION FROM THE JUNCTION OF US LOOP 101 AND CHAPARRAL
 AJ3679'ROAD (EXIT 46), DRIVE WEST ON CHAPARRAL ROAD 3.3 MI (5.3 KM) TO THE
 AJ3679'INTERSECTION OF INVERGORDON ROAD, THENCE TURN RIGHT (NORTH) ON
 AJ3679'INVERGORDON  AND DRIVE 100 FT (30.5 M) AND PARK ON THE RIGHT (EAST)
 AJ3679'SIDE OF THE ROAD, WALK TO THE STATION AS DESCRIBED
 AJ3679'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3679'COMPRESSED ON A 4.5 FOOT (1.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3679'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3679'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1DH1 1999,
 AJ3679'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3679'A WHITE CARSONITE MARKER
 AJ3679'STATION TIES
 AJ3679'100 FT (30.5 M) NORTH OF THE CHAPARRAL ROAD CENTERLINE ALONG THE EAST
 AJ3679'EDGE OF ROADWAY
 AJ3679'4.0 FT (1.2 M) WEST OF THE WEST SIDE ON SIDE WALK ON THE EAST SIDE ON
 AJ3679'INVERGORDON
 AJ3679'1.0 FT (0.3 M) EAST OF THE CURB
 AJ3679'3.7 FT (1.1 M) SOUTH FROM WHITE CARSONITE MARKER
 AJ3679'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3679'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3680 ***********************************************************************
 AJ3680  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3680  DESIGNATION -  1DJ1
 AJ3680  PID         -  AJ3680
 AJ3680  STATE/COUNTY-  AZ/MARICOPA
 AJ3680  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3680
 AJ3680                         *CURRENT SURVEY CONTROL
 AJ3680  ___________________________________________________________________
 AJ3680* NAD 83(1992)-  33 30 47.29707(N)    111 50 31.16851(W)     ADJUSTED  
 AJ3680* NAVD 88     -       392.82   (meters)    1288.8    (feet)  GPS OBS   
 AJ3680  ___________________________________________________________________
 AJ3680  X           -  -1,980,623.927 (meters)                     COMP
 AJ3680  Y           -  -4,941,407.153 (meters)                     COMP
 AJ3680  Z           -   3,501,749.842 (meters)                     COMP
 AJ3680  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AJ3680  ELLIP HEIGHT-         363.17  (meters)          (04/12/01) GPS OBS
 AJ3680  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3680
 AJ3680  HORZ ORDER  -  B
 AJ3680  ELLP ORDER  -  THIRD     CLASS II
 AJ3680
 AJ3680.The horizontal coordinates were established by GPS observations
 AJ3680.and adjusted by the National Geodetic Survey in April 2001..
 AJ3680
 AJ3680.The orthometric height was determined by GPS observations and a
 AJ3680.high-resolution geoid model using precise GPS observation and
 AJ3680.processing techniques.
 AJ3680
 AJ3680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3680
 AJ3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3680
 AJ3680.The ellipsoidal height was determined by GPS observations
 AJ3680.and is referenced to NAD 83.
 AJ3680
 AJ3680.The geoid height was determined by GEOID03.
 AJ3680
 AJ3680;                    North         East     Units Scale Factor Converg.
 AJ3680;SPC AZ C     -   278,659.995   220,297.288   MT  0.99990059   +0 02 28.4
 AJ3680;SPC AZ C     -   914,238.83    722,760.13   iFT  0.99990059   +0 02 28.4
 AJ3680;UTM  12      - 3,708,493.083   421,802.036   MT  0.99967539   -0 27 53.7
 AJ3680
 AJ3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3680!SPC AZ C     -   0.99994299  x   0.99990059  =   0.99984358
 AJ3680!UTM  12      -   0.99994299  x   0.99967539  =   0.99961840
 AJ3680
 AJ3680                          SUPERSEDED SURVEY CONTROL
 AJ3680
 AJ3680.No superseded survey control is available for this station.
 AJ3680
 AJ3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2180208493(NAD 83)
 AJ3680_MARKER: I = METAL ROD
 AJ3680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3680_STAMPING: 1DJ1 1999
 AJ3680_MARK LOGO: MCDOT 
 AJ3680_PROJECTION: FLUSH
 AJ3680_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3680+STABILITY: POSITION/ELEVATION WELL
 AJ3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3680+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3680_ROD/PIPE-DEPTH:  5.5 meters
 AJ3680_SLEEVE-DEPTH  :  0.8 meters
 AJ3680
 AJ3680  HISTORY     - Date     Condition        Report By
 AJ3680  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3680
 AJ3680                          STATION DESCRIPTION
 AJ3680
 AJ3680'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3680'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3680'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 05 EAST, SECTION 16
 AJ3680'OWNERSHIP - SRP
 AJ3680'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ALMA SCHOOL ROAD
 AJ3680'(EXIT 178), DRIVE NORTH ON ALMA SCHOOL ROAD 5.5 MI (8.9 KM) TO THE
 AJ3680'INTERSECTION OF MCDOWELL ROAD, THENCE CONTINUE NORTH ON ALMA SCHOOL
 AJ3680'ROAD 3.9 MI (6.3 KM) TO THE CANAL, THENCE TURN RIGHT (EASTERLY) AT THE
 AJ3680'SOUTHERN BANK OF THE ARIZONA CANAL AND DRIVE 1.0 MI (1.6 KM) AND PARK,
 AJ3680'WALK SOUTH ABOUT 70 FT (21.3 M) TO THE STATION AS DESCRIBED
 AJ3680'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3680'COMPRESSED ON A 18.1 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3680'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3680'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1DJ1
 AJ3680'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3680'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3680'STATION TIES
 AJ3680'70 FT (21.3 M) SOUTH OF THE SOUTH EDGE OF THE SOUTH CANAL ROAD TO THE
 AJ3680'STATION
 AJ3680'55 FT (16.8 M) NORTH OF A CONCRETE DITCH
 AJ3680'4.1 FT (1.2 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3680'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3680'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3681 ***********************************************************************
 AJ3681  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3681  DESIGNATION -  1DL1
 AJ3681  PID         -  AJ3681
 AJ3681  STATE/COUNTY-  AZ/MARICOPA
 AJ3681  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3681
 AJ3681                         *CURRENT SURVEY CONTROL
 AJ3681  ___________________________________________________________________
 AJ3681* NAD 83(1992)-  33 30 28.92776(N)    111 44 04.66707(W)     ADJUSTED  
 AJ3681* NAVD 88     -       398.95   (meters)    1308.9    (feet)  GPS OBS   
 AJ3681  ___________________________________________________________________
 AJ3681  X           -  -1,971,478.841 (meters)                     COMP
 AJ3681  Y           -  -4,945,404.921 (meters)                     COMP
 AJ3681  Z           -   3,501,281.411 (meters)                     COMP
 AJ3681  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AJ3681  ELLIP HEIGHT-         369.46  (meters)          (04/12/01) GPS OBS
 AJ3681  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3681
 AJ3681  HORZ ORDER  -  B
 AJ3681  ELLP ORDER  -  THIRD     CLASS II
 AJ3681
 AJ3681.The horizontal coordinates were established by GPS observations
 AJ3681.and adjusted by the National Geodetic Survey in April 2001..
 AJ3681
 AJ3681.The orthometric height was determined by GPS observations and a
 AJ3681.high-resolution geoid model using precise GPS observation and
 AJ3681.processing techniques.
 AJ3681
 AJ3681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3681
 AJ3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3681
 AJ3681.The ellipsoidal height was determined by GPS observations
 AJ3681.and is referenced to NAD 83.
 AJ3681
 AJ3681.The geoid height was determined by GEOID03.
 AJ3681
 AJ3681;                    North         East     Units Scale Factor Converg.
 AJ3681;SPC AZ C     -   278,106.441   230,272.091   MT  0.99990353   +0 06 01.8
 AJ3681;SPC AZ C     -   912,422.71    755,485.86   iFT  0.99990353   +0 06 01.8
 AJ3681;UTM  12      - 3,707,851.594   431,769.210   MT  0.99965739   -0 24 20.1
 AJ3681
 AJ3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3681!SPC AZ C     -   0.99994200  x   0.99990353  =   0.99984554
 AJ3681!UTM  12      -   0.99994200  x   0.99965739  =   0.99959941
 AJ3681
 AJ3681                          SUPERSEDED SURVEY CONTROL
 AJ3681
 AJ3681.No superseded survey control is available for this station.
 AJ3681
 AJ3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3176907852(NAD 83)
 AJ3681_MARKER: I = METAL ROD
 AJ3681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3681_STAMPING: 1DL1 1999
 AJ3681_MARK LOGO: MCDOT 
 AJ3681_PROJECTION: FLUSH
 AJ3681_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3681+STABILITY: POSITION/ELEVATION WELL
 AJ3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3681+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3681_ROD/PIPE-DEPTH:  5.2 meters
 AJ3681_SLEEVE-DEPTH  :  0.8 meters
 AJ3681
 AJ3681  HISTORY     - Date     Condition        Report By
 AJ3681  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3681  HISTORY     - 20050429 POOR             SRPMIC
 AJ3681
 AJ3681                          STATION DESCRIPTION
 AJ3681
 AJ3681'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3681'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3681'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 06 EAST, SECTION 22
 AJ3681'OWNERSHIP - SRP
 AJ3681'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB DR
 AJ3681'(SR 87, EXIT 179), DRIVE NORTH ON COUNTRY CLUB DR (ALSO KNOWN AS STATE
 AJ3681'ROUTE 87) ABOUT 5.5 MI (8.9 KM) TO THE INTERSECTION OF MCDOWELL ROAD,
 AJ3681'THENCE CONTINUE NORTHEAST 3.9 MI (6.3 KM) ON SR 87 TO THE INTERSECTION
 AJ3681'OF GILBERT ROAD , THENCE CONTINUE ALONG SR 87 ABOUT 2 MI (3.2 KM) TO
 AJ3681'THE TO THE ARIZONA CANAL,  TURN RIGHT (EASTERLY) AT THE SOUTHERN BANK
 AJ3681'OF THE ARIZONA CANAL AND DRIVE 1.4 MI (2.3 KM) AND PARK, WALK SOUTH TO
 AJ3681'A POINT ABOUT 5 FT (1.5 M) FROM THE EDGE OF THE ROADWAY TO THE STATION
 AJ3681'AS DESCRIBED
 AJ3681'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3681'COMPRESSED ON A 49.4 FOOT (14.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3681'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3681'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1DL1
 AJ3681'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3681'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3681'STATION TIES
 AJ3681'25 FT (7.6 M) SOUTH OF THE ARIZONA CANAL
 AJ3681'4.2 FT (1.3 M) NORTHWEST OF THE WHITE CARSONITE MARKER
 AJ3681'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3681'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3681
 AJ3681                          STATION RECOVERY (2005)
 AJ3681
 AJ3681'RECOVERY NOTE BY   2005 (RAK)
 AJ3681'THIS GDAC POINT WAS MOST LIKELY DISTURBED BY A ROAD GRADER SINCE THE
 AJ3681'CONCRETE COLLAR AND PVC PIPE WAS COMPLETELY EXTRACTED FROM THE GROUND.
 AJ3681'THE STAINLESS STEEL ROD IS BENT. THIS POINT IS ALSO CALLED AJ3681
 AJ3681'(1DL1)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3716 ***********************************************************************
 AJ3716  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3716  DESIGNATION -  1DN1
 AJ3716  PID         -  AJ3716
 AJ3716  STATE/COUNTY-  AZ/MARICOPA
 AJ3716  USGS QUAD   -  STEWART MTN (1978)
 AJ3716
 AJ3716                         *CURRENT SURVEY CONTROL
 AJ3716  ___________________________________________________________________
 AJ3716* NAD 83(1992)-  33 30 45.82971(N)    111 37 07.77325(W)     ADJUSTED  
 AJ3716* NAVD 88     -       592.32   (meters)    1943.3    (feet)  GPS OBS   
 AJ3716  ___________________________________________________________________
 AJ3716  X           -  -1,961,432.915 (meters)                     COMP
 AJ3716  Y           -  -4,949,262.257 (meters)                     COMP
 AJ3716  Z           -   3,501,822.505 (meters)                     COMP
 AJ3716  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AJ3716  ELLIP HEIGHT-         563.05  (meters)          (04/12/01) GPS OBS
 AJ3716  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AJ3716
 AJ3716  HORZ ORDER  -  B
 AJ3716  ELLP ORDER  -  THIRD     CLASS II
 AJ3716
 AJ3716.The horizontal coordinates were established by GPS observations
 AJ3716.and adjusted by the National Geodetic Survey in April 2001..
 AJ3716
 AJ3716.The orthometric height was determined by GPS observations and a
 AJ3716.high-resolution geoid model using precise GPS observation and
 AJ3716.processing techniques.
 AJ3716
 AJ3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3716
 AJ3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3716
 AJ3716.The ellipsoidal height was determined by GPS observations
 AJ3716.and is referenced to NAD 83.
 AJ3716
 AJ3716.The geoid height was determined by GEOID03.
 AJ3716
 AJ3716;                    North         East     Units Scale Factor Converg.
 AJ3716;SPC AZ C     -   278,652.003   241,029.351   MT  0.99990944   +0 09 52.0
 AJ3716;SPC AZ C     -   914,212.61    790,778.71   iFT  0.99990944   +0 09 52.0
 AJ3716;UTM  12      - 3,708,302.000   442,528.100   MT  0.99964072   -0 20 30.0
 AJ3716
 AJ3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3716!SPC AZ C     -   0.99991161  x   0.99990944  =   0.99982106
 AJ3716!UTM  12      -   0.99991161  x   0.99964072  =   0.99955236
 AJ3716
 AJ3716                          SUPERSEDED SURVEY CONTROL
 AJ3716
 AJ3716.No superseded survey control is available for this station.
 AJ3716
 AJ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4252808302(NAD 83)
 AJ3716_MARKER: I = METAL ROD
 AJ3716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3716_STAMPING: 1DN1 1999
 AJ3716_MARK LOGO: MCDOT 
 AJ3716_PROJECTION: FLUSH
 AJ3716_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3716+STABILITY: POSITION/ELEVATION WELL
 AJ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3716+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3716_ROD/PIPE-DEPTH:  3.4 meters
 AJ3716_SLEEVE-DEPTH  :  0.8 meters
 AJ3716
 AJ3716  HISTORY     - Date     Condition        Report By
 AJ3716  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3716
 AJ3716                          STATION DESCRIPTION
 AJ3716
 AJ3716'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3716'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3716'NORTH, RANGE 07 EAST, SECTION 22
 AJ3716'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3716'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3716'(EXIT 191), DRIVE NORTH ON ELLSWORTH ROAD 4.5 MI (7.2 KM) TO THE
 AJ3716'INTERSECTION OF MC KELLIPS ROAD, THENCE CONTINUE THRU (NORTH) ON USERY
 AJ3716'PASS ROAD (ELLSWORTH TURNS INTO USERY PASS ROAD) FOR 4.4 MI (7.1 KM)
 AJ3716'AND PARK, THENCE WALK 76 FT (23.2 M) WEST TO THE STATION AS DESCRIBED
 AJ3716'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3716'COMPRESSED ON A 8.9 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3716'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3716'WITH AN ACCESS COVER STAMPED 1DN1 1999, SURROUNDED WITH A CONCRETE
 AJ3716'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3716'STATION TIES
 AJ3716'76 FT (23.2 M) WEST OF USERY PASS ROAD CENTERLINE
 AJ3716'17.6 FT (5.4 M) WEST OF FENCE LINE
 AJ3716'3.7 FT (1.1 M) SOUTHEAST OF THE WHITE CARSONITE MARKER
 AJ3716'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3716'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3846 ***********************************************************************
 AJ3846  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3846  DESIGNATION -  1EA1
 AJ3846  PID         -  AJ3846
 AJ3846  STATE/COUNTY-  AZ/MARICOPA
 AJ3846  USGS QUAD   -  EL MIRAGE (1982)
 AJ3846
 AJ3846                         *CURRENT SURVEY CONTROL
 AJ3846  ___________________________________________________________________
 AJ3846* NAD 83(1992)-  33 33 02.70949(N)    112 18 13.19156(W)     ADJUSTED  
 AJ3846* NAVD 88     -       325.30   (meters)    1067.3    (feet)  GPS OBS   
 AJ3846  ___________________________________________________________________
 AJ3846  X           -  -2,019,479.411 (meters)                     COMP
 AJ3846  Y           -  -4,923,102.748 (meters)                     COMP
 AJ3846  Z           -   3,505,190.047 (meters)                     COMP
 AJ3846  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3846  ELLIP HEIGHT-         295.02  (meters)          (04/12/01) GPS OBS
 AJ3846  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AJ3846
 AJ3846  HORZ ORDER  -  B
 AJ3846  ELLP ORDER  -  THIRD     CLASS II
 AJ3846
 AJ3846.The horizontal coordinates were established by GPS observations
 AJ3846.and adjusted by the National Geodetic Survey in April 2001..
 AJ3846
 AJ3846.The orthometric height was determined by GPS observations and a
 AJ3846.high-resolution geoid model using precise GPS observation and
 AJ3846.processing techniques.
 AJ3846
 AJ3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3846
 AJ3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3846
 AJ3846.The ellipsoidal height was determined by GPS observations
 AJ3846.and is referenced to NAD 83.
 AJ3846
 AJ3846.The geoid height was determined by GEOID03.
 AJ3846
 AJ3846;                    North         East     Units Scale Factor Converg.
 AJ3846;SPC AZ C     -   282,896.138   177,423.680   MT  0.99991592   -0 12 50.0
 AJ3846;SPC AZ C     -   928,136.94    582,098.69   iFT  0.99991592   -0 12 50.0
 AJ3846;UTM  12      - 3,713,107.170   378,975.266   MT  0.99978057   -0 43 14.1
 AJ3846
 AJ3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3846!SPC AZ C     -   0.99995369  x   0.99991592  =   0.99986961
 AJ3846!UTM  12      -   0.99995369  x   0.99978057  =   0.99973427
 AJ3846
 AJ3846                          SUPERSEDED SURVEY CONTROL
 AJ3846
 AJ3846.No superseded survey control is available for this station.
 AJ3846
 AJ3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7897513107(NAD 83)
 AJ3846_MARKER: I = METAL ROD
 AJ3846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3846_STAMPING: 1EA1 1999
 AJ3846_MARK LOGO: MCDOT 
 AJ3846_PROJECTION: FLUSH
 AJ3846_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3846+STABILITY: POSITION/ELEVATION WELL
 AJ3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3846+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3846_ROD/PIPE-DEPTH:  7.8 meters
 AJ3846_SLEEVE-DEPTH  :  0.8 meters
 AJ3846
 AJ3846  HISTORY     - Date     Condition        Report By
 AJ3846  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3846
 AJ3846                          STATION DESCRIPTION
 AJ3846
 AJ3846'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3846'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 2 NORTH,
 AJ3846'RANGE 1 EAST, SECTION 6
 AJ3846'OWNERSHIP - CITY OF GLENDALE
 AJ3846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 AND
 AJ3846'NORTHERN AVENUE AT EXIT 8, DRIVE WEST ON NORTHERN AVENUE 2.2 MI (3.5
 AJ3846'KM) TO THE STATION ON THE LEFT 35 FT (10.7 M) SOUTH OF THE SOUTH EDGE
 AJ3846'OF ASPHALT OF NORTHERN AVENUE IN A LANDSCAPE AREA
 AJ3846'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3846'COMPRESSED ON A 25.6 FT (7.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3846'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3846'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EA1 1999, SURROUNDED WITH A
 AJ3846'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3846'MARKER
 AJ3846'STATION TIES -
 AJ3846'35 FT (10.7 M) SOUTH OF THE SOUTH EDGE OF ASPHALT OF NORTHERN AVENUE
 AJ3846'21 FT (6.4 M) NORTH OF A BLOCK WALL
 AJ3846'23 FT (7.0 M) NORTHWEST OF THE CORNER OF A WROUGHT IRON FENCE
 AJ3846'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3846'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3847 ***********************************************************************
 AJ3847  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3847  DESIGNATION -  1EC1
 AJ3847  PID         -  AJ3847
 AJ3847  STATE/COUNTY-  AZ/MARICOPA
 AJ3847  USGS QUAD   -  GLENDALE (1982)
 AJ3847
 AJ3847                         *CURRENT SURVEY CONTROL
 AJ3847  ___________________________________________________________________
 AJ3847* NAD 83(1992)-  33 33 13.37210(N)    112 12 16.56904(W)     ADJUSTED  
 AJ3847* NAVD 88     -       347.81   (meters)    1141.1    (feet)  GPS OBS   
 AJ3847  ___________________________________________________________________
 AJ3847  X           -  -2,010,903.132 (meters)                     COMP
 AJ3847  Y           -  -4,926,436.451 (meters)                     COMP
 AJ3847  Z           -   3,505,476.430 (meters)                     COMP
 AJ3847  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 AJ3847  ELLIP HEIGHT-         317.81  (meters)          (04/12/01) GPS OBS
 AJ3847  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3847
 AJ3847  HORZ ORDER  -  B
 AJ3847  ELLP ORDER  -  THIRD     CLASS II
 AJ3847
 AJ3847.The horizontal coordinates were established by GPS observations
 AJ3847.and adjusted by the National Geodetic Survey in April 2001..
 AJ3847
 AJ3847.The orthometric height was determined by GPS observations and a
 AJ3847.high-resolution geoid model using precise GPS observation and
 AJ3847.processing techniques.
 AJ3847
 AJ3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3847
 AJ3847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3847
 AJ3847.The ellipsoidal height was determined by GPS observations
 AJ3847.and is referenced to NAD 83.
 AJ3847
 AJ3847.The geoid height was determined by GEOID03.
 AJ3847
 AJ3847;                    North         East     Units Scale Factor Converg.
 AJ3847;SPC AZ C     -   283,194.672   186,623.435   MT  0.99990881   -0 09 32.9
 AJ3847;SPC AZ C     -   929,116.38    612,281.61   iFT  0.99990881   -0 09 32.9
 AJ3847;UTM  12      - 3,713,324.301   388,175.968   MT  0.99975416   -0 39 57.2
 AJ3847
 AJ3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3847!SPC AZ C     -   0.99995011  x   0.99990881  =   0.99985892
 AJ3847!UTM  12      -   0.99995011  x   0.99975416  =   0.99970428
 AJ3847
 AJ3847                          SUPERSEDED SURVEY CONTROL
 AJ3847
 AJ3847.No superseded survey control is available for this station.
 AJ3847
 AJ3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8817613324(NAD 83)
 AJ3847_MARKER: I = METAL ROD
 AJ3847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3847_STAMPING: 1EC1 1999
 AJ3847_MARK LOGO: MCDOT 
 AJ3847_PROJECTION: FLUSH
 AJ3847_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3847+STABILITY: POSITION/ELEVATION WELL
 AJ3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3847+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3847_ROD/PIPE-DEPTH:  4.5 meters
 AJ3847_SLEEVE-DEPTH  :  0.8 meters
 AJ3847
 AJ3847  HISTORY     - Date     Condition        Report By
 AJ3847  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3847
 AJ3847                          STATION DESCRIPTION
 AJ3847
 AJ3847'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3847'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 3 NORTH,
 AJ3847'RANGE 1 EAST, SECTION 36
 AJ3847'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3847'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND NORTHERN
 AJ3847'AVENUE, DRIVE WEST ON NORTHERN AVENUE 160 FT (48.8 M) TO A DRIVEWAY
 AJ3847'CUTOUT ON THE RIGHT, THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY 310
 AJ3847'FT (94.5 M) TO A RAILROAD TRACK, THENCE CROSS THE RAILROAD TRACK AND
 AJ3847'CONTINUE DRIVING NORTHERLY 130 FT (39.6 M) TO THE STATION
 AJ3847'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3847'COMPRESSED ON A 14.8 FT (4.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3847'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3847'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EC1 1999, SURROUNDED WITH A
 AJ3847'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3847'MARKER
 AJ3847'STATION TIES -
 AJ3847'35.5 FT (10.8 M) NORTHEAST OF A CHAIN LINK FENCE
 AJ3847'65 FT (19.8 M) SOUTHWEST OF A RAILROAD TRACK
 AJ3847'61.3 FT (18.7 M) WEST OF A RAILROAD SWITCH
 AJ3847'51.4 FT (15.7 M) NORTHWEST OF A TELEPHONE LINE MARKER
 AJ3847'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3847'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3729 ***********************************************************************
 AJ3729  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3729  DESIGNATION -  1EE1
 AJ3729  PID         -  AJ3729
 AJ3729  STATE/COUNTY-  AZ/MARICOPA
 AJ3729  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3729
 AJ3729                         *CURRENT SURVEY CONTROL
 AJ3729  ___________________________________________________________________
 AJ3729* NAD 83(1992)-  33 33 01.66010(N)    112 07 31.53464(W)     ADJUSTED  
 AJ3729* NAVD 88     -       365.44   (meters)    1198.9    (feet)  GPS OBS   
 AJ3729  ___________________________________________________________________
 AJ3729  X           -  -2,004,174.157 (meters)                     COMP
 AJ3729  Y           -  -4,929,409.109 (meters)                     COMP
 AJ3729  Z           -   3,505,185.550 (meters)                     COMP
 AJ3729  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AJ3729  ELLIP HEIGHT-         335.64  (meters)          (04/12/01) GPS OBS
 AJ3729  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3729
 AJ3729  HORZ ORDER  -  B
 AJ3729  ELLP ORDER  -  THIRD     CLASS II
 AJ3729
 AJ3729.The horizontal coordinates were established by GPS observations
 AJ3729.and adjusted by the National Geodetic Survey in April 2001..
 AJ3729
 AJ3729.The orthometric height was determined by GPS observations and a
 AJ3729.high-resolution geoid model using precise GPS observation and
 AJ3729.processing techniques.
 AJ3729
 AJ3729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3729
 AJ3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3729
 AJ3729.The ellipsoidal height was determined by GPS observations
 AJ3729.and is referenced to NAD 83.
 AJ3729
 AJ3729.The geoid height was determined by GEOID03.
 AJ3729
 AJ3729;                    North         East     Units Scale Factor Converg.
 AJ3729;SPC AZ C     -   282,816.252   193,974.710   MT  0.99990463   -0 06 55.4
 AJ3729;SPC AZ C     -   927,874.84    636,399.97   iFT  0.99990463   -0 06 55.4
 AJ3729;UTM  12      - 3,712,880.957   395,522.415   MT  0.99973457   -0 37 19.4
 AJ3729
 AJ3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3729!SPC AZ C     -   0.99994731  x   0.99990463  =   0.99985195
 AJ3729!UTM  12      -   0.99994731  x   0.99973457  =   0.99968189
 AJ3729
 AJ3729                          SUPERSEDED SURVEY CONTROL
 AJ3729
 AJ3729.No superseded survey control is available for this station.
 AJ3729
 AJ3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9552212881(NAD 83)
 AJ3729_MARKER: I = METAL ROD
 AJ3729_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3729_STAMPING: 1EE1 1999
 AJ3729_MARK LOGO: MCDOT 
 AJ3729_PROJECTION: FLUSH
 AJ3729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3729+STABILITY: POSITION/ELEVATION WELL
 AJ3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3729+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 AJ3729_ROD/PIPE-DEPTH: 12.0 meters
 AJ3729_SLEEVE-DEPTH  :  0.8 meters
 AJ3729
 AJ3729  HISTORY     - Date     Condition        Report By
 AJ3729  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3729  HISTORY     - 20040306 GOOD             USPSQD
 AJ3729
 AJ3729                          STATION DESCRIPTION
 AJ3729
 AJ3729'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3729'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3729'RANGE 02 EAST, SECTION 2
 AJ3729'OWNERSHIP - CITY OF PHOENIX
 AJ3729'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NORTHERN AVENUE
 AJ3729'(EXIT 206) DRIVE WEST ON NORTHERN AVENUE FOR 0.75 MI (1.21 KM) TO 31ST
 AJ3729'AVENUE THENCE, TURN LEFT (SOUTH) ONTO 31ST AVENUE AND DRIVE 0.2 MI
 AJ3729'(0.3 KM) TO A GATED ASPHALTED PARKING LOT DRIVEWAY ON THE LEFT (EAST)
 AJ3729'OPPOSITE BELMONT AVENUE, THENCE TURN LEFT (EAST) INTO THE DRIVEWAY AND
 AJ3729'DRIVE TO THE FAR LEFT CORNER (NORTHWEST CORNER) AND PARK, WALK 34.0 FT
 AJ3729'(10.4 M) NORTHWEST TO THE STATION AS DESCRIBED
 AJ3729'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3729'COMPRESSED ON A 39.3 FOOT (12.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3729'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3729'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1EE1 1999, SURROUNDED
 AJ3729'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3729'CARSONITE MARKER
 AJ3729'STATION TIES
 AJ3729'67.3 FT (20.5 M) NORTH NORTHWEST OF A PARKING LOT LIGHT ON THE WEST
 AJ3729'SIDE OF THE PARKING LOT
 AJ3729'58.5 FT (17.8 M) WEST OF A 12 INCH DIAMETER PALM TREE
 AJ3729'38.9 FT (11.9 M) SOUTH AND PERPENDICULAR TO A 5 FT (1.5 M) HIGH BLOCK
 AJ3729'WALL
 AJ3729'34.0 FT (10.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ASPHALT
 AJ3729'PARKING LOT
 AJ3729'23.5 FT (7.2 M) EAST AND PERPENDICULAR TO A 5 FT (1.5 M) HIGH BLOCK
 AJ3729'WALL PARALLELING 31ST AVENUE
 AJ3729'6.6 FT (2.0 M) NORTHWEST FROM THE WHITE CARSONITE MARKER
 AJ3729'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3729'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3729
 AJ3729                          STATION RECOVERY (2004)
 AJ3729
 AJ3729'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3729'RECOVERED AS DESCRIBED.  FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3682 ***********************************************************************
 AJ3682  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3682  DESIGNATION -  1EF4
 AJ3682  PID         -  AJ3682
 AJ3682  STATE/COUNTY-  AZ/MARICOPA
 AJ3682  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3682
 AJ3682                         *CURRENT SURVEY CONTROL
 AJ3682  ___________________________________________________________________
 AJ3682* NAD 83(1992)-  33 33 20.45167(N)    112 02 19.95670(W)     ADJUSTED  
 AJ3682* NAVD 88     -       416.16   (meters)    1365.4    (feet)  GPS OBS   
 AJ3682  ___________________________________________________________________
 AJ3682  X           -  -1,996,621.486 (meters)                     COMP
 AJ3682  Y           -  -4,932,173.638 (meters)                     COMP
 AJ3682  Z           -   3,505,696.211 (meters)                     COMP
 AJ3682  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AJ3682  ELLIP HEIGHT-         386.56  (meters)          (04/12/01) GPS OBS
 AJ3682  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3682
 AJ3682  HORZ ORDER  -  B
 AJ3682  ELLP ORDER  -  THIRD     CLASS II
 AJ3682
 AJ3682.The horizontal coordinates were established by GPS observations
 AJ3682.and adjusted by the National Geodetic Survey in April 2001..
 AJ3682
 AJ3682.The orthometric height was determined by GPS observations and a
 AJ3682.high-resolution geoid model using precise GPS observation and
 AJ3682.processing techniques.
 AJ3682
 AJ3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3682
 AJ3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3682
 AJ3682.The ellipsoidal height was determined by GPS observations
 AJ3682.and is referenced to NAD 83.
 AJ3682
 AJ3682.The geoid height was determined by GEOID03.
 AJ3682
 AJ3682;                    North         East     Units Scale Factor Converg.
 AJ3682;SPC AZ C     -   283,382.325   202,012.325   MT  0.99990159   -0 04 03.2
 AJ3682;SPC AZ C     -   929,732.04    662,770.10   iFT  0.99990159   -0 04 03.2
 AJ3682;UTM  12      - 3,713,375.840   403,563.287   MT  0.99971465   -0 34 27.4
 AJ3682
 AJ3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3682!SPC AZ C     -   0.99993932  x   0.99990159  =   0.99984091
 AJ3682!UTM  12      -   0.99993932  x   0.99971465  =   0.99965398
 AJ3682
 AJ3682                          SUPERSEDED SURVEY CONTROL
 AJ3682
 AJ3682.No superseded survey control is available for this station.
 AJ3682
 AJ3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0356313376(NAD 83)
 AJ3682_MARKER: I = METAL ROD
 AJ3682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3682_STAMPING: 1EF4 1999
 AJ3682_MARK LOGO: MCDOT 
 AJ3682_PROJECTION: FLUSH
 AJ3682_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3682+STABILITY: POSITION/ELEVATION WELL
 AJ3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3682+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3682_ROD/PIPE-DEPTH:  6.7 meters
 AJ3682_SLEEVE-DEPTH  :  0.8 meters
 AJ3682
 AJ3682  HISTORY     - Date     Condition        Report By
 AJ3682  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3682  HISTORY     - 20051203 GOOD             USPSQD
 AJ3682
 AJ3682                          STATION DESCRIPTION
 AJ3682
 AJ3682'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3682'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3682'RANGE 03 EAST, SECTION 34
 AJ3682'OWNERSHIP - PHOENIX MTN PRESERVE
 AJ3682'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND NORTHERN AVE
 AJ3682'(EXIT 7), DRIVE WEST ON NORTHERN AVE FOR 0.3 MI (0.5 KM) TO 18TH ST,
 AJ3682'THENCE TURN LEFT (SOUTH) ON TO 18TH ST AND DRIVE SOUTHEAST A SHORT
 AJ3682'DISTANCE UNTIL IT BECOMES ROYAL PALM RD, CONTINUE ALONG ROYAL PALM 0.2
 AJ3682'MI (0.3 KM) WHERE THE ROAD TURNS SOUTH AND BECOMES DREAMY DRAW DR,
 AJ3682'THENCE DRIVE SOUTH AND DRIVE FOR 0.3 MI (0.5 KM) AND PARK AT THIS
 AJ3682'LOCATION AND WALK EAST 250 FT (76.2 M) FROM CENTERLINE OF DREAMY DRAW
 AJ3682'DR AND AWAY FROM A CUL-DE-SAC TO THE TO THE STATION AS DESCRIBED
 AJ3682'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3682'COMPRESSED ON A 22 FT (6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3682'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3682'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EF4 1999, SURROUNDED WITH A
 AJ3682'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3682'STATION TIES
 AJ3682'250.0 FT (76.2 M) EAST OF THE CENTERLINE OF DREAMY DRAW DR AND
 AJ3682'OPPOSITE A CUL-DE-SAC
 AJ3682'5.0 FT (1.5 M) WEST OF A CARSONITE MARKER
 AJ3682'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3682'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3682
 AJ3682                          STATION RECOVERY (2005)
 AJ3682
 AJ3682'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AJ3682'RECOVERED AS DESCRIBED.  NF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3718 ***********************************************************************
 AJ3718  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3718  DESIGNATION -  1EG4
 AJ3718  PID         -  AJ3718
 AJ3718  STATE/COUNTY-  AZ/MARICOPA
 AJ3718  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3718
 AJ3718                         *CURRENT SURVEY CONTROL
 AJ3718  ___________________________________________________________________
 AJ3718* NAD 83(1992)-  33 33 39.90761(N)    111 59 03.72642(W)     ADJUSTED  
 AJ3718* NAVD 88     -       492.31   (meters)    1615.2    (feet)  GPS OBS   
 AJ3718  ___________________________________________________________________
 AJ3718  X           -  -1,991,828.072 (meters)                     COMP
 AJ3718  Y           -  -4,933,822.493 (meters)                     COMP
 AJ3718  Z           -   3,506,237.885 (meters)                     COMP
 AJ3718  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AJ3718  ELLIP HEIGHT-         462.76  (meters)          (04/12/01) GPS OBS
 AJ3718  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3718
 AJ3718  HORZ ORDER  -  B
 AJ3718  ELLP ORDER  -  THIRD     CLASS II
 AJ3718
 AJ3718.The horizontal coordinates were established by GPS observations
 AJ3718.and adjusted by the National Geodetic Survey in April 2001..
 AJ3718
 AJ3718.The orthometric height was determined by GPS observations and a
 AJ3718.high-resolution geoid model using precise GPS observation and
 AJ3718.processing techniques.
 AJ3718
 AJ3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3718
 AJ3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3718
 AJ3718.The ellipsoidal height was determined by GPS observations
 AJ3718.and is referenced to NAD 83.
 AJ3718
 AJ3718.The geoid height was determined by GEOID03.
 AJ3718
 AJ3718;                    North         East     Units Scale Factor Converg.
 AJ3718;SPC AZ C     -   283,977.058   207,074.028   MT  0.99990049   -0 02 14.7
 AJ3718;SPC AZ C     -   931,683.26    679,376.73   iFT  0.99990049   -0 02 14.7
 AJ3718;UTM  12      - 3,713,925.675   408,629.078   MT  0.99970292   -0 32 39.2
 AJ3718
 AJ3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3718!SPC AZ C     -   0.99992736  x   0.99990049  =   0.99982785
 AJ3718!UTM  12      -   0.99992736  x   0.99970292  =   0.99963030
 AJ3718
 AJ3718                          SUPERSEDED SURVEY CONTROL
 AJ3718
 AJ3718.No superseded survey control is available for this station.
 AJ3718
 AJ3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0862913926(NAD 83)
 AJ3718_MARKER: I = METAL ROD
 AJ3718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3718+WITH SETTING: INFORMATION.
 AJ3718_STAMPING: 1EG4 1999
 AJ3718_MARK LOGO: MCDOT 
 AJ3718_PROJECTION: FLUSH
 AJ3718_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3718+STABILITY: POSITION/ELEVATION WELL
 AJ3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3718+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AJ3718_ROD/PIPE-DEPTH:  1.2 meters
 AJ3718_SLEEVE-DEPTH  :  0.8 meters
 AJ3718
 AJ3718  HISTORY     - Date     Condition        Report By
 AJ3718  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3718  HISTORY     - 20030221 GOOD             USPSQD
 AJ3718  HISTORY     - 20051202 POOR             USPSQD
 AJ3718
 AJ3718                          STATION DESCRIPTION
 AJ3718
 AJ3718'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3718'THE STATION IS LOCATED WITHIN THE TOWN OF PARADISE VALLEY, TOWNSHIP 03
 AJ3718'NORTH, RANGE 04 EAST, SECTION 31
 AJ3718'OWNERSHIP - PHOENIX MTN PRESERVE
 AJ3718'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND SHEA BLVD (EXIT
 AJ3718'9) , DRIVE EAST ON SHEA BLVD FOR 1.8 MI (2.9 KM) TO TATUM BLVD, THENCE
 AJ3718'TURN RIGHT (SOUTH) AND DRIVE ONTO TATUM BLVD 1.5 MI (2.4 KM) TO SUNSET
 AJ3718'DRIVE, THENCE TURN RIGHT (WEST) AND DRIVE ON SUNSET DRIVE FOR 0.2 MI
 AJ3718'(0.3 KM) WEST THEN NORTH THEN WEST AGAIN TO LAURETTA LANE, THENCE TURN
 AJ3718'LEFT (SOUTH) AND DRIVE ON LAURETTA LANE FOR 0.2 MI (0.3 KM) TO CHARLES
 AJ3718'DRIVE, THENCE TURN RIGHT (WEST) ONTO CHARLES DRIVE AND DRIVE FOR 0.5
 AJ3718'MI (0.8 KM) WESTERLY AND THEN CONTINUE AS THE ROAD BENDS TO THE NORTH
 AJ3718'TO A LOCKED GATE AND STOP, WALK NORTH 400 FT TO THE STATION AS
 AJ3718'DESCRIBED
 AJ3718'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3718'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3718'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3718'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EG4 1999, SURROUNDED WITH A
 AJ3718'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3718'STATION TIES
 AJ3718'400 FT (121.9 M) NORTH OF LOCKED GATE
 AJ3718'5.0 FT (1.5 M) FROM WHITE CARSONITE MARKER
 AJ3718'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3718'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3718
 AJ3718                          STATION RECOVERY (2003)
 AJ3718
 AJ3718'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 AJ3718'RECOVERED AS DESCRIBED.
 AJ3718
 AJ3718                          STATION RECOVERY (2005)
 AJ3718
 AJ3718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AJ3718'RECOVERED AS DESCRIBED. FOUND BUT IN POOR CONDITION. CAP WAS REMOVED
 AJ3718'BY VANDALS.  STAMPING THE IEG4 IS STILL VISABLE ON THE RIM THE 1999
 AJ3718'WAS ON THE CAP AND IS MISSNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3683 ***********************************************************************
 AJ3683  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3683  DESIGNATION -  1EI1
 AJ3683  PID         -  AJ3683
 AJ3683  STATE/COUNTY-  AZ/MARICOPA
 AJ3683  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3683
 AJ3683                         *CURRENT SURVEY CONTROL
 AJ3683  ___________________________________________________________________
 AJ3683* NAD 83(1992)-  33 33 10.69998(N)    111 53 20.65751(W)     ADJUSTED  
 AJ3683* NAVD 88     -       401.07   (meters)    1315.8    (feet)  GPS OBS   
 AJ3683  ___________________________________________________________________
 AJ3683  X           -  -1,983,776.262 (meters)                     COMP
 AJ3683  Y           -  -4,937,519.573 (meters)                     COMP
 AJ3683  Z           -   3,505,437.482 (meters)                     COMP
 AJ3683  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AJ3683  ELLIP HEIGHT-         371.48  (meters)          (04/12/01) GPS OBS
 AJ3683  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3683
 AJ3683  HORZ ORDER  -  B
 AJ3683  ELLP ORDER  -  THIRD     CLASS II
 AJ3683
 AJ3683.The horizontal coordinates were established by GPS observations
 AJ3683.and adjusted by the National Geodetic Survey in April 2001..
 AJ3683
 AJ3683.The orthometric height was determined by GPS observations and a
 AJ3683.high-resolution geoid model using precise GPS observation and
 AJ3683.processing techniques.
 AJ3683
 AJ3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3683
 AJ3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3683
 AJ3683.The ellipsoidal height was determined by GPS observations
 AJ3683.and is referenced to NAD 83.
 AJ3683
 AJ3683.The geoid height was determined by GEOID03.
 AJ3683
 AJ3683;                    North         East     Units Scale Factor Converg.
 AJ3683;SPC AZ C     -   283,075.562   215,922.391   MT  0.99990008   +0 00 54.9
 AJ3683;SPC AZ C     -   928,725.60    708,406.79   iFT  0.99990008   +0 00 54.9
 AJ3683;UTM  12      - 3,712,946.161   417,467.293   MT  0.99968398   -0 29 29.1
 AJ3683
 AJ3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3683!SPC AZ C     -   0.99994168  x   0.99990008  =   0.99984177
 AJ3683!UTM  12      -   0.99994168  x   0.99968398  =   0.99962568
 AJ3683
 AJ3683                          SUPERSEDED SURVEY CONTROL
 AJ3683
 AJ3683.No superseded survey control is available for this station.
 AJ3683
 AJ3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1746712946(NAD 83)
 AJ3683_MARKER: I = METAL ROD
 AJ3683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3683_STAMPING: 1EI1 1999
 AJ3683_MARK LOGO: MCDOT 
 AJ3683_PROJECTION: FLUSH
 AJ3683_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3683+STABILITY: POSITION/ELEVATION WELL
 AJ3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3683+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3683_ROD/PIPE-DEPTH:  6.1 meters
 AJ3683_SLEEVE-DEPTH  :  0.8 meters
 AJ3683
 AJ3683  HISTORY     - Date     Condition        Report By
 AJ3683  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3683  HISTORY     - 20020515 GOOD             USPSQD
 AJ3683
 AJ3683                          STATION DESCRIPTION
 AJ3683
 AJ3683'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3683'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3683'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 05 EAST, SECTION 6
 AJ3683'OWNERSHIP - SALT RIVER INDIAN RESERVATION R/W
 AJ3683'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND VIA DE VENTURA
 AJ3683'(EXIT 43), DRIVE WEST ON VIA DE VENTURA 0.57 MI (0.92 KM) TOWARD THE
 AJ3683'INTERSECTION OF PIMA ROAD TO A SLIGHT CURVE TO THE LEFT (SOUTH) AND
 AJ3683'PARK, WALK SOUTH ABOUT 55 FT (16.8 M) FROM THE CENTERLINE OF ROADWAY
 AJ3683'TO THE STATION AS DESCRIBED
 AJ3683'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3683'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3683'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3683'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1EI1
 AJ3683'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3683'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3683'STATION TIES
 AJ3683'701 FT (213.7 M) WEST OF THE CENTERLINE OF VIA DE VENTURA
 AJ3683'55.0 FT (16.8 M) SOUTHEASTERLY PERPENDICULAR FROM THE CENTERLINE OF
 AJ3683'VIA DE VENTURA TO THE STATION
 AJ3683'3.1 FT (0.9 M) SOUTHWEST OF THE WHITE CARSONITE MARKER
 AJ3683'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3683'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3683
 AJ3683                          STATION RECOVERY (2002)
 AJ3683
 AJ3683'RECOVERY NOTE BY US POWER SQUADRON 2002 (BL)
 AJ3683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3684 ***********************************************************************
 AJ3684  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3684  DESIGNATION -  1EK2
 AJ3684  PID         -  AJ3684
 AJ3684  STATE/COUNTY-  AZ/MARICOPA
 AJ3684  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3684
 AJ3684                         *CURRENT SURVEY CONTROL
 AJ3684  ___________________________________________________________________
 AJ3684* NAD 83(1992)-  33 34 04.46296(N)    111 47 14.54772(W)     ADJUSTED  
 AJ3684* NAVD 88     -       472.07   (meters)    1548.8    (feet)  GPS OBS   
 AJ3684  ___________________________________________________________________
 AJ3684  X           -  -1,974,691.402 (meters)                     COMP
 AJ3684  Y           -  -4,940,237.614 (meters)                     COMP
 AJ3684  Z           -   3,506,857.199 (meters)                     COMP
 AJ3684  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3684  ELLIP HEIGHT-         442.63  (meters)          (04/12/01) GPS OBS
 AJ3684  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3684
 AJ3684  HORZ ORDER  -  B
 AJ3684  ELLP ORDER  -  THIRD     CLASS II
 AJ3684
 AJ3684.The horizontal coordinates were established by GPS observations
 AJ3684.and adjusted by the National Geodetic Survey in April 2001..
 AJ3684
 AJ3684.The orthometric height was determined by GPS observations and a
 AJ3684.high-resolution geoid model using precise GPS observation and
 AJ3684.processing techniques.
 AJ3684
 AJ3684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3684
 AJ3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3684
 AJ3684.The ellipsoidal height was determined by GPS observations
 AJ3684.and is referenced to NAD 83.
 AJ3684
 AJ3684.The geoid height was determined by GEOID03.
 AJ3684
 AJ3684;                    North         East     Units Scale Factor Converg.
 AJ3684;SPC AZ C     -   284,738.958   225,363.584   MT  0.99990178   +0 04 17.4
 AJ3684;SPC AZ C     -   934,182.93    739,381.84   iFT  0.99990178   +0 04 17.4
 AJ3684;UTM  12      - 3,714,525.631   426,920.692   MT  0.99966584   -0 26 07.4
 AJ3684
 AJ3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3684!SPC AZ C     -   0.99993052  x   0.99990178  =   0.99983230
 AJ3684!UTM  12      -   0.99993052  x   0.99966584  =   0.99959638
 AJ3684
 AJ3684                          SUPERSEDED SURVEY CONTROL
 AJ3684
 AJ3684.No superseded survey control is available for this station.
 AJ3684
 AJ3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2692114526(NAD 83)
 AJ3684_MARKER: I = METAL ROD
 AJ3684_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3684+WITH SETTING: INFORMATION.
 AJ3684_STAMPING: 1EK2 1999
 AJ3684_MARK LOGO: MCDOT 
 AJ3684_PROJECTION: FLUSH
 AJ3684_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3684+STABILITY: POSITION/ELEVATION WELL
 AJ3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3684+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3684_ROD/PIPE-DEPTH:  2.4 meters
 AJ3684_SLEEVE-DEPTH  :  0.8 meters
 AJ3684
 AJ3684  HISTORY     - Date     Condition        Report By
 AJ3684  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3684
 AJ3684                          STATION DESCRIPTION
 AJ3684
 AJ3684'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3684'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 03
 AJ3684'SOUTH, RANGE 05 EAST, SECTION 25
 AJ3684'OWNERSHIP - SCOTTSDALE R/W
 AJ3684'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB DR
 AJ3684'(SR 87) (EXIT 179), DRIVE NORTH ON COUNTRY CLUB DR (SR 87) 5.5 MI (8.9
 AJ3684'KM) TO MCDOWELL ROAD, THENCE CONTINUE NORTHERLY ALONG SR 87 ABOUT 8.0
 AJ3684'MI (12.9 KM) TO SHEA BLVD, THENCE TURN LEFT (WEST) ALONG SHEA BLVD 4.9
 AJ3684'MI (7.9 KM) 136TH ST, THENCE TURN LEFT (SOUTH) AND DRIVE 0.6 MI (1.0
 AJ3684'KM) TO THE END OF PAVEMENT AND AN OFFSET IN THE ROAD, TURN LEFT (EAST)
 AJ3684'AND DRIVE EAST AROUND THE BEND TO THE SOUTH AND CONTINUE SOUTHERLY
 AJ3684'ALONG A DIRT ROAD 0.4 MI (0.6 KM) AND PARK ABOUT 60 FEET (18.3 M)
 AJ3684'NORTH OF AN EXISTING FENCE, WALK EAST 30 FT (9.1 M) FROM THE DIRT RD
 AJ3684'TO THE STATION AS DESCRIBED
 AJ3684'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3684'COMPRESSED ON A 6.3 FOOT (1.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3684'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3684'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EK2 1999, SURROUNDED WITH A
 AJ3684'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3684'MARKER
 AJ3684'STATION TIES
 AJ3684'33.2 FEET (10.1 M) NORTH OF THE FENCE ON THE NORTH BORDER OF THE
 AJ3684'INDIAN COMMUNITY
 AJ3684'30 FEET (9.1 M) EAST OF THE DIRT ROAD DROVE IN ON
 AJ3684'5.0 FEET (1.5 M) NORTH OF A GLO BRASS CAP
 AJ3684'4.1 NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3684'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3684'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3685 ***********************************************************************
 AJ3685  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3685  DESIGNATION -  1EM1
 AJ3685  PID         -  AJ3685
 AJ3685  STATE/COUNTY-  AZ/MARICOPA
 AJ3685  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3685
 AJ3685                         *CURRENT SURVEY CONTROL
 AJ3685  ___________________________________________________________________
 AJ3685* NAD 83(1992)-  33 32 32.55743(N)    111 39 41.53496(W)     ADJUSTED  
 AJ3685* NAVD 88     -       415.20   (meters)    1362.2    (feet)  GPS OBS   
 AJ3685  ___________________________________________________________________
 AJ3685  X           -  -1,964,396.860 (meters)                     COMP
 AJ3685  Y           -  -4,945,973.365 (meters)                     COMP
 AJ3685  Z           -   3,504,465.967 (meters)                     COMP
 AJ3685  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3685  ELLIP HEIGHT-         385.86  (meters)          (04/12/01) GPS OBS
 AJ3685  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AJ3685
 AJ3685  HORZ ORDER  -  B
 AJ3685  ELLP ORDER  -  THIRD     CLASS II
 AJ3685
 AJ3685.The horizontal coordinates were established by GPS observations
 AJ3685.and adjusted by the National Geodetic Survey in April 2001..
 AJ3685
 AJ3685.The orthometric height was determined by GPS observations and a
 AJ3685.high-resolution geoid model using precise GPS observation and
 AJ3685.processing techniques.
 AJ3685
 AJ3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3685
 AJ3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3685
 AJ3685.The ellipsoidal height was determined by GPS observations
 AJ3685.and is referenced to NAD 83.
 AJ3685
 AJ3685.The geoid height was determined by GEOID03.
 AJ3685
 AJ3685;                    North         East     Units Scale Factor Converg.
 AJ3685;SPC AZ C     -   281,929.333   237,053.355   MT  0.99990692   +0 08 27.5
 AJ3685;SPC AZ C     -   924,965.00    777,734.10   iFT  0.99990692   +0 08 27.5
 AJ3685;UTM  12      - 3,711,613.461   438,582.264   MT  0.99964650   -0 21 56.0
 AJ3685
 AJ3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3685!SPC AZ C     -   0.99993943  x   0.99990692  =   0.99984635
 AJ3685!UTM  12      -   0.99993943  x   0.99964650  =   0.99958595
 AJ3685
 AJ3685                          SUPERSEDED SURVEY CONTROL
 AJ3685
 AJ3685.No superseded survey control is available for this station.
 AJ3685
 AJ3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3858211613(NAD 83)
 AJ3685_MARKER: I = METAL ROD
 AJ3685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3685_STAMPING: 1EM1 1999
 AJ3685_MARK LOGO: MCDOT 
 AJ3685_PROJECTION: FLUSH
 AJ3685_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3685+STABILITY: POSITION/ELEVATION WELL
 AJ3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3685+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3685_ROD/PIPE-DEPTH:  7.8 meters
 AJ3685_SLEEVE-DEPTH  :  0.8 meters
 AJ3685
 AJ3685  HISTORY     - Date     Condition        Report By
 AJ3685  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3685
 AJ3685                          STATION DESCRIPTION
 AJ3685
 AJ3685'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3685'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3685'NORTH, RANGE 07 EAST, SECTION 5
 AJ3685'OWNERSHIP - UNITED STATES FOREST SERVICES
 AJ3685'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3685'188), DRIVE NORTH ON POWER ROAD 5.5 MI (8.9 KM) TO THE INTERSECTION OF
 AJ3685'MCDOWELL ROAD, THENCE CONTINUE NORTH ON POWER RD/BUSH HIGHWAY 5.0 MI
 AJ3685'(8.0 KM) TO THE ENTRANCE TO PHON D SUTTON, THENCE TURN LEFT
 AJ3685'(NORTHWEST) AND DRIVE 1.0 MI (1.6 KM) ALONG THE PHON D SUTTON ROAD AND
 AJ3685'PARK, WALK ABOUT 20 FT (6.1 M) WESTERLY TO THE STATION AS DESCRIBED
 AJ3685'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3685'COMPRESSED ON A 20.4 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3685'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3685'PVC PIPE WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1EM1
 AJ3685'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3685'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3685'STATION TIES
 AJ3685'20 FT (6.1 M) WEST FROM THE EDGE OF PAVEMENT
 AJ3685'10.5 FT (3.2 M) EAST OF THE FENCE
 AJ3685'5.1 FT (1.6 M) NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3685'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3685'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3686 ***********************************************************************
 AJ3686  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3686  DESIGNATION -  1EO1
 AJ3686  PID         -  AJ3686
 AJ3686  STATE/COUNTY-  AZ/MARICOPA
 AJ3686  USGS QUAD   -  STEWART MTN (1978)
 AJ3686
 AJ3686                         *CURRENT SURVEY CONTROL
 AJ3686  ___________________________________________________________________
 AJ3686* NAD 83(1992)-  33 33 02.81446(N)    111 34 54.22878(W)     ADJUSTED  
 AJ3686* NAVD 88     -       436.23   (meters)    1431.2    (feet)  GPS OBS   
 AJ3686  ___________________________________________________________________
 AJ3686  X           -  -1,957,322.700 (meters)                     COMP
 AJ3686  Y           -  -4,948,242.108 (meters)                     COMP
 AJ3686  Z           -   3,505,254.642 (meters)                     COMP
 AJ3686  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AJ3686  ELLIP HEIGHT-         407.02  (meters)          (04/12/01) GPS OBS
 AJ3686  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AJ3686
 AJ3686  HORZ ORDER  -  B
 AJ3686  ELLP ORDER  -  THIRD     CLASS II
 AJ3686
 AJ3686.The horizontal coordinates were established by GPS observations
 AJ3686.and adjusted by the National Geodetic Survey in April 2001..
 AJ3686
 AJ3686.The orthometric height was determined by GPS observations and a
 AJ3686.high-resolution geoid model using precise GPS observation and
 AJ3686.processing techniques.
 AJ3686
 AJ3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3686
 AJ3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3686
 AJ3686.The ellipsoidal height was determined by GPS observations
 AJ3686.and is referenced to NAD 83.
 AJ3686
 AJ3686.The geoid height was determined by GEOID03.
 AJ3686
 AJ3686;                    North         East     Units Scale Factor Converg.
 AJ3686;SPC AZ C     -   282,882.538   244,461.921   MT  0.99991192   +0 11 06.4
 AJ3686;SPC AZ C     -   928,092.32    802,040.42   iFT  0.99991192   +0 11 06.4
 AJ3686;UTM  12      - 3,712,500.890   445,996.979   MT  0.99963595   -0 19 17.5
 AJ3686
 AJ3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3686!SPC AZ C     -   0.99993611  x   0.99991192  =   0.99984803
 AJ3686!UTM  12      -   0.99993611  x   0.99963595  =   0.99957208
 AJ3686
 AJ3686                          SUPERSEDED SURVEY CONTROL
 AJ3686
 AJ3686.No superseded survey control is available for this station.
 AJ3686
 AJ3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4599712501(NAD 83)
 AJ3686_MARKER: I = METAL ROD
 AJ3686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3686_STAMPING: 1EO1 1999
 AJ3686_MARK LOGO: MCDOT 
 AJ3686_PROJECTION: FLUSH
 AJ3686_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3686+STABILITY: POSITION/ELEVATION WELL
 AJ3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3686+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3686_ROD/PIPE-DEPTH:  6.1 meters
 AJ3686_SLEEVE-DEPTH  :  0.8 meters
 AJ3686
 AJ3686  HISTORY     - Date     Condition        Report By
 AJ3686  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3686
 AJ3686                          STATION DESCRIPTION
 AJ3686
 AJ3686'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3686'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3686'NORTH, RANGE 07 EAST, SECTION 1
 AJ3686'OWNERSHIP - MCDOT R/W
 AJ3686'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH RD (EXIT
 AJ3686'191) , DRIVE NORTH ON ELLSWORTH ROAD (USERY PASS ROAD) ABOUT 4.5 MI
 AJ3686'(7.2 KM) TO THE INTERSECTION OF MCKELLIPS ROAD, CONTINUE NORTH ON
 AJ3686'USERY PASS ROAD 6.6 MI (10.6 KM) TO THE INTERSECTION OF BUSH HIGHWAY,
 AJ3686'THENCE TURN RIGHT (EAST) ON BUSH HIGHWAY AND DRIVE 1.8 MI (2.9 KM) AND
 AJ3686'PARK NEAR A FENCE GATE ON THE RIGHT (SOUTH) SIDE OF THE ROAD, WALK TO
 AJ3686'THE STATION IS SET AS DESCRIBED
 AJ3686'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3686'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3686'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3686'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1EO1 1999, SURROUNDED
 AJ3686'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3686'CARSONITE MARKER
 AJ3686'STATION TIES
 AJ3686'0.4 MI (0.6 KM) WEST OF BRIDGE (BUSH HIGHWAY CROSSING OVER THE SALT
 AJ3686'RIVER
 AJ3686'64.9 FEET (19.8 M) SOUTH OF THE EDGE OF ROAD PAVEMENT TO THE STATION
 AJ3686'4.5 FEET (1.4 M) NORTH OF THE R/W FENCE
 AJ3686'4.0 FEET (1.2 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3686'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3686'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3848 ***********************************************************************
 AJ3848  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3848  DESIGNATION -  1FB1
 AJ3848  PID         -  AJ3848
 AJ3848  STATE/COUNTY-  AZ/MARICOPA
 AJ3848  USGS QUAD   -  EL MIRAGE (1982)
 AJ3848
 AJ3848                         *CURRENT SURVEY CONTROL
 AJ3848  ___________________________________________________________________
 AJ3848* NAD 83(1992)-  33 35 34.22050(N)    112 15 16.27496(W)     ADJUSTED  
 AJ3848* NAVD 88     -       346.79   (meters)    1137.8    (feet)  GPS OBS   
 AJ3848  ___________________________________________________________________
 AJ3848  X           -  -2,014,285.257 (meters)                     COMP
 AJ3848  Y           -  -4,922,460.690 (meters)                     COMP
 AJ3848  Z           -   3,509,091.602 (meters)                     COMP
 AJ3848  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 AJ3848  ELLIP HEIGHT-         316.76  (meters)          (04/12/01) GPS OBS
 AJ3848  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3848
 AJ3848  HORZ ORDER  -  B
 AJ3848  ELLP ORDER  -  THIRD     CLASS II
 AJ3848
 AJ3848.The horizontal coordinates were established by GPS observations
 AJ3848.and adjusted by the National Geodetic Survey in April 2001..
 AJ3848
 AJ3848.The orthometric height was determined by GPS observations and a
 AJ3848.high-resolution geoid model using precise GPS observation and
 AJ3848.processing techniques.
 AJ3848
 AJ3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3848
 AJ3848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3848
 AJ3848.The ellipsoidal height was determined by GPS observations
 AJ3848.and is referenced to NAD 83.
 AJ3848
 AJ3848.The geoid height was determined by GEOID03.
 AJ3848
 AJ3848;                    North         East     Units Scale Factor Converg.
 AJ3848;SPC AZ C     -   287,547.747   182,002.352   MT  0.99991212   -0 11 13.0
 AJ3848;SPC AZ C     -   943,398.12    597,120.58   iFT  0.99991212   -0 11 13.0
 AJ3848;UTM  12      - 3,717,717.437   383,594.270   MT  0.99976705   -0 41 39.1
 AJ3848
 AJ3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3848!SPC AZ C     -   0.99995027  x   0.99991212  =   0.99986240
 AJ3848!UTM  12      -   0.99995027  x   0.99976705  =   0.99971734
 AJ3848
 AJ3848                          SUPERSEDED SURVEY CONTROL
 AJ3848
 AJ3848.No superseded survey control is available for this station.
 AJ3848
 AJ3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8359417717(NAD 83)
 AJ3848_MARKER: I = METAL ROD
 AJ3848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3848_STAMPING: 1FB1 1999
 AJ3848_MARK LOGO: MCDOT 
 AJ3848_PROJECTION: FLUSH
 AJ3848_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3848+STABILITY: POSITION/ELEVATION WELL
 AJ3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3848+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3848_ROD/PIPE-DEPTH:  3.6 meters
 AJ3848_SLEEVE-DEPTH  :  0.8 meters
 AJ3848
 AJ3848  HISTORY     - Date     Condition        Report By
 AJ3848  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3848
 AJ3848                          STATION DESCRIPTION
 AJ3848
 AJ3848'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3848'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 3 NORTH,
 AJ3848'RANGE 1 EAST, SECTION 22
 AJ3848'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3848'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND 91ST
 AJ3848'AVENUE, DRIVE NORTH ON 91ST AVENUE AND CROSS THE RAILROAD TRACTS THAT
 AJ3848'PARALLEL US 60 ON THE NORTHEAST SIDE, THENCE TURN RIGHT (EAST) ONTO A
 AJ3848'DIRT ACCESS TRAIL AND DRIVE EASTERLY 190 FT (57.9 M) TO THE STATION
 AJ3848'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3848'COMPRESSED ON A 11.9 FT (3.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3848'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3848'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FB1 1999, SURROUNDED WITH A
 AJ3848'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3848'MARKER
 AJ3848'STATION TIES -
 AJ3848'12 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF A 12 FT (3.7 M) WIDE
 AJ3848'CONCRETE DITCH
 AJ3848'41 FT (12.5 M) NORTHEAST OF THE CENTERLINE OF THE SANTA FE RAILROAD
 AJ3848'19 FT (5.8 M) SOUTHWEST OF A CHAIN LINK FENCE
 AJ3848'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3848'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3728 ***********************************************************************
 AJ3728  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3728  DESIGNATION -  1FD1
 AJ3728  PID         -  AJ3728
 AJ3728  STATE/COUNTY-  AZ/MARICOPA
 AJ3728  USGS QUAD   -  GLENDALE (1982)
 AJ3728
 AJ3728                         *CURRENT SURVEY CONTROL
 AJ3728  ___________________________________________________________________
 AJ3728* NAD 83(1992)-  33 35 50.86716(N)    112 08 57.87352(W)     ADJUSTED  
 AJ3728* NAVD 88     -       379.47   (meters)    1245.0    (feet)  GPS OBS   
 AJ3728  ___________________________________________________________________
 AJ3728  X           -  -2,005,154.760 (meters)                     COMP
 AJ3728  Y           -  -4,925,910.258 (meters)                     COMP
 AJ3728  Z           -   3,509,537.068 (meters)                     COMP
 AJ3728  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 AJ3728  ELLIP HEIGHT-         349.71  (meters)          (04/12/01) GPS OBS
 AJ3728  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3728
 AJ3728  HORZ ORDER  -  B
 AJ3728  ELLP ORDER  -  THIRD     CLASS II
 AJ3728
 AJ3728.The horizontal coordinates were established by GPS observations
 AJ3728.and adjusted by the National Geodetic Survey in April 2001..
 AJ3728
 AJ3728.The orthometric height was determined by GPS observations and a
 AJ3728.high-resolution geoid model using precise GPS observation and
 AJ3728.processing techniques.
 AJ3728
 AJ3728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3728
 AJ3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3728
 AJ3728.The ellipsoidal height was determined by GPS observations
 AJ3728.and is referenced to NAD 83.
 AJ3728
 AJ3728.The geoid height was determined by GEOID03.
 AJ3728
 AJ3728;                    North         East     Units Scale Factor Converg.
 AJ3728;SPC AZ C     -   288,033.699   191,759.366   MT  0.99990575   -0 07 43.6
 AJ3728;SPC AZ C     -   944,992.45    629,131.78   iFT  0.99990575   -0 07 43.6
 AJ3728;UTM  12      - 3,718,116.924   393,353.689   MT  0.99974021   -0 38 09.9
 AJ3728
 AJ3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3728!SPC AZ C     -   0.99994510  x   0.99990575  =   0.99985086
 AJ3728!UTM  12      -   0.99994510  x   0.99974021  =   0.99968533
 AJ3728
 AJ3728                          SUPERSEDED SURVEY CONTROL
 AJ3728
 AJ3728.No superseded survey control is available for this station.
 AJ3728
 AJ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9335418117(NAD 83)
 AJ3728_MARKER: I = METAL ROD
 AJ3728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3728_STAMPING: 1FD1 1999
 AJ3728_MARK LOGO: MCDOT 
 AJ3728_PROJECTION: FLUSH
 AJ3728_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3728+STABILITY: POSITION/ELEVATION WELL
 AJ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3728+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 AJ3728_ROD/PIPE-DEPTH:  7.7 meters
 AJ3728_SLEEVE-DEPTH  :  0.8 meters
 AJ3728
 AJ3728  HISTORY     - Date     Condition        Report By
 AJ3728  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3728  HISTORY     - 20040306 GOOD             USPSQD
 AJ3728  HISTORY     - 20040313 GOOD             USPSQD
 AJ3728
 AJ3728                          STATION DESCRIPTION
 AJ3728
 AJ3728'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3728'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3728'RANGE 02 EAST, SECTION 15
 AJ3728'OWNERSHIP - PRIVATE
 AJ3728'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CACTUS ROAD (EXIT
 AJ3728'209) DRIVE WEST ON CACTUS ROAD 1.8 MI (2.9 KM) TO 41ST LANE THENCE,
 AJ3728'TURN RIGHT (NORTH) ONTO 41ST LANE AND DRIVE 365.5 FT (111.4 M) TO
 AJ3728'WETHERSFIELD ROAD THENCE, TURN LEFT (WEST) ONTO WETHERSFIELD ROAD AND
 AJ3728'DRIVE 176.9 FT (53.9 M) AND PARK, WALK WEST INTO THE GRASS RETENTION
 AJ3728'AREA AND TO THE STATION AS DESCRIBED
 AJ3728'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3728'COMPRESSED ON A 25.3 FOOT (7.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3728'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3728'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1FD1 1999, SURROUNDED
 AJ3728'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, NO EXISTING WHITE
 AJ3728'CARSONITE MARKER
 AJ3728'STATION TIES
 AJ3728'APPROXIMATELY 64 FT (19.5 M) WEST OF THE WEST CURB ON 42ND AVENUE
 AJ3728'60.9 FT (18.6 M) NORTHWEST OF CENTER BARRIER POST (POST LOCATED JUST
 AJ3728'WEST OF BACK OF SIDEWALK ON 42ND AVENUE)
 AJ3728'44.7 FT (13.6 M) NORTHWEST OF EXISTING DRYWELL
 AJ3728'33.2 FT (10.1 M) SOUTH AND PERPENDICULAR TO EXISTING 6 FOOT (1.8 M)
 AJ3728'BLOCK WALL
 AJ3728'27.9 FT (8.5 M) NORTHEAST OF IRRIGATION CONTROL BOX
 AJ3728'19.8 FT (6.0 M) NORTHEAST FROM CONCRETE CURB SEPARATING GRASS FROM
 AJ3728'DESERT LANDSCAPE
 AJ3728'5.0 FT (1.5 M) EAST AND PERPENDICULAR TO EXISTING 6 FOOT (1.8 M) BLOCK
 AJ3728'WALL
 AJ3728'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3728'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3728
 AJ3728                          STATION RECOVERY (2004)
 AJ3728
 AJ3728'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3728'RECOVERED AS DESCRIBED.   GOOD CONDITION.
 AJ3728
 AJ3728                          STATION RECOVERY (2004)
 AJ3728
 AJ3728'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 AJ3728'FOUND IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3719 ***********************************************************************
 AJ3719  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3719  DESIGNATION -  1FF1
 AJ3719  PID         -  AJ3719
 AJ3719  STATE/COUNTY-  AZ/MARICOPA
 AJ3719  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3719
 AJ3719                         *CURRENT SURVEY CONTROL
 AJ3719  ___________________________________________________________________
 AJ3719* NAD 83(1992)-  33 36 10.65412(N)    112 02 37.28952(W)     ADJUSTED  
 AJ3719* NAVD 88     -       487.84   (meters)    1600.5    (feet)  GPS OBS   
 AJ3719  ___________________________________________________________________
 AJ3719  X           -  -1,995,969.760 (meters)                     COMP
 AJ3719  Y           -  -4,929,372.739 (meters)                     COMP
 AJ3719  Z           -   3,510,104.968 (meters)                     COMP
 AJ3719  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AJ3719  ELLIP HEIGHT-         458.30  (meters)          (04/12/01) GPS OBS
 AJ3719  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3719
 AJ3719  HORZ ORDER  -  B
 AJ3719  ELLP ORDER  -  THIRD     CLASS II
 AJ3719
 AJ3719.The horizontal coordinates were established by GPS observations
 AJ3719.and adjusted by the National Geodetic Survey in April 2001..
 AJ3719
 AJ3719.The orthometric height was determined by GPS observations and a
 AJ3719.high-resolution geoid model using precise GPS observation and
 AJ3719.processing techniques.
 AJ3719
 AJ3719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3719
 AJ3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3719
 AJ3719.The ellipsoidal height was determined by GPS observations
 AJ3719.and is referenced to NAD 83.
 AJ3719
 AJ3719.The geoid height was determined by GEOID03.
 AJ3719
 AJ3719;                    North         East     Units Scale Factor Converg.
 AJ3719;SPC AZ C     -   288,626.225   201,571.694   MT  0.99990171   -0 04 13.1
 AJ3719;SPC AZ C     -   946,936.43    661,324.46   iFT  0.99990171   -0 04 13.1
 AJ3719;UTM  12      - 3,718,622.454   403,169.152   MT  0.99971559   -0 34 39.6
 AJ3719
 AJ3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3719!SPC AZ C     -   0.99992806  x   0.99990171  =   0.99982977
 AJ3719!UTM  12      -   0.99992806  x   0.99971559  =   0.99964367
 AJ3719
 AJ3719                          SUPERSEDED SURVEY CONTROL
 AJ3719
 AJ3719.No superseded survey control is available for this station.
 AJ3719
 AJ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0316918622(NAD 83)
 AJ3719_MARKER: I = METAL ROD
 AJ3719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3719+WITH SETTING: INFORMATION.
 AJ3719_STAMPING: 1FF1 1999
 AJ3719_MARK LOGO: MCDOT 
 AJ3719_PROJECTION: FLUSH
 AJ3719_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3719+STABILITY: POSITION/ELEVATION WELL
 AJ3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3719+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 AJ3719_ROD/PIPE-DEPTH:  1.2 meters
 AJ3719_SLEEVE-DEPTH  :  0.8 meters
 AJ3719
 AJ3719  HISTORY     - Date     Condition        Report By
 AJ3719  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3719  HISTORY     - 20050113 GOOD             MCDOT
 AJ3719
 AJ3719                          STATION DESCRIPTION
 AJ3719
 AJ3719'DESCRIBED BY MARICOPA CO DOT 1999 (MD)
 AJ3719'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3719'RANGE 03 EAST, SECTION 15
 AJ3719'OWNERSHIP - PHOENIX RIGHT OF WAY
 AJ3719'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND CACTUS ROAD
 AJ3719'(EXIT 10) , DRIVE WEST ON CACTUS ROAD 1.6 MI (2.6 KM) TO CAVE CREEK
 AJ3719'ROAD, THENCE TURN RIGHT (NORTH) ONTO CAVE CREEK ROAD AND DRIVE ABOUT
 AJ3719'0.5 MI (0.8 KM) TO SWEETWATER ROAD, THENCE TURN LEFT (WEST) ONTO
 AJ3719'SWEETWATER ROAD AND DRIVE .3 MI (0.4 KM) TO 18TH STREET, THENCE TURN
 AJ3719'LEFT (SOUTH) ONTO 18TH STREET AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK
 AJ3719'WEST 18 FEET (5.5 M) TO THE HIGHEST POINT TO THE TO THE STATION AS
 AJ3719'DESCRIBED
 AJ3719'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3719'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3719'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3719'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FF1 1999, SURROUNDED WITH A
 AJ3719'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3719'STATION TIES
 AJ3719'18 FEET (5.5 M) WEST OF THE WEST EDGE OF PAVEMENT OF 18TH STREET
 AJ3719'20 FEET (6.0 M) EAST OF BLOCK WALL
 AJ3719'NO CARSONITE MARKER PRESENT
 AJ3719'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3719'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3719
 AJ3719                          STATION RECOVERY (2005)
 AJ3719
 AJ3719'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3719'THIS MONUMENT IS LOCATED ON PRIVATE LAND. LAND SURVEYORS HAVE BEEN ASK
 AJ3719'TO LEAVE SEVERAL TIMES WHILE USING THE MONUMENT. PLEASE DO NOT USE
 AJ3719'THIS MONUMENT UNLESS ABSOLUTELY NECESSARY. IF IT IS NECESSARY, PLEASE
 AJ3719'BE SURE TO CONTACT THE PROPERTY OWNER PRIOR TO USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3687 ***********************************************************************
 AJ3687  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3687  DESIGNATION -  1FH1
 AJ3687  PID         -  AJ3687
 AJ3687  STATE/COUNTY-  AZ/MARICOPA
 AJ3687  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3687
 AJ3687                         *CURRENT SURVEY CONTROL
 AJ3687  ___________________________________________________________________
 AJ3687* NAD 83(1992)-  33 35 48.82285(N)    111 56 39.93560(W)     ADJUSTED  
 AJ3687* NAVD 88     -       422.00   (meters)    1384.5    (feet)  GPS OBS   
 AJ3687  ___________________________________________________________________
 AJ3687  X           -  -1,987,545.250 (meters)                     COMP
 AJ3687  Y           -  -4,933,117.782 (meters)                     COMP
 AJ3687  Z           -   3,509,508.269 (meters)                     COMP
 AJ3687  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AJ3687  ELLIP HEIGHT-         392.48  (meters)          (04/12/01) GPS OBS
 AJ3687  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ3687
 AJ3687  HORZ ORDER  -  B
 AJ3687  ELLP ORDER  -  THIRD     CLASS II
 AJ3687
 AJ3687.The horizontal coordinates were established by GPS observations
 AJ3687.and adjusted by the National Geodetic Survey in April 2001..
 AJ3687
 AJ3687.The orthometric height was determined by GPS observations and a
 AJ3687.high-resolution geoid model using precise GPS observation and
 AJ3687.processing techniques.
 AJ3687
 AJ3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3687
 AJ3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3687
 AJ3687.The ellipsoidal height was determined by GPS observations
 AJ3687.and is referenced to NAD 83.
 AJ3687
 AJ3687.The geoid height was determined by GEOID03.
 AJ3687
 AJ3687;                    North         East     Units Scale Factor Converg.
 AJ3687;SPC AZ C     -   287,946.789   210,783.616   MT  0.99990008   -0 00 55.3
 AJ3687;SPC AZ C     -   944,707.31    691,547.30   iFT  0.99990008   -0 00 55.3
 AJ3687;UTM  12      - 3,717,861.630   412,372.895   MT  0.99969466   -0 31 21.5
 AJ3687
 AJ3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3687!SPC AZ C     -   0.99993839  x   0.99990008  =   0.99983847
 AJ3687!UTM  12      -   0.99993839  x   0.99969466  =   0.99963307
 AJ3687
 AJ3687                          SUPERSEDED SURVEY CONTROL
 AJ3687
 AJ3687.No superseded survey control is available for this station.
 AJ3687
 AJ3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1237317862(NAD 83)
 AJ3687_MARKER: I = METAL ROD
 AJ3687_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3687_STAMPING: 1FH1 1999
 AJ3687_MARK LOGO: MCDOT 
 AJ3687_PROJECTION: FLUSH
 AJ3687_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3687+STABILITY: POSITION/ELEVATION WELL
 AJ3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3687+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3687_ROD/PIPE-DEPTH:  6.1 meters
 AJ3687_SLEEVE-DEPTH  :  0.8 meters
 AJ3687
 AJ3687  HISTORY     - Date     Condition        Report By
 AJ3687  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3687
 AJ3687                          STATION DESCRIPTION
 AJ3687
 AJ3687'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3687'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3687'RANGE 04 EAST, SECTION 16
 AJ3687'OWNERSHIP - PHOENIX R/W
 AJ3687'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND CACTUS ROAD
 AJ3687'(EXIT 10) , DRIVE EAST ON CACTUS ROAD 3.7 MI (6.0 KM) TO 63TH ST AND
 AJ3687'THE STATION ON THE NORTHEAST CORNER AS DESCRIBED
 AJ3687'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3687'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3687'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3687'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FH1 1999, SURROUNDED WITH A
 AJ3687'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3687'MARKER
 AJ3687'STATION TIES
 AJ3687'40.0 FT (12.2 M) EAST OF THE CENTERLINE OF 63RD STREET
 AJ3687'32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF CACTUS ROAD
 AJ3687'4.9 FT (1.5 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3687'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3687'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3688 ***********************************************************************
 AJ3688  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3688  DESIGNATION -  1FJ1
 AJ3688  PID         -  AJ3688
 AJ3688  STATE/COUNTY-  AZ/MARICOPA
 AJ3688  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3688
 AJ3688                         *CURRENT SURVEY CONTROL
 AJ3688  ___________________________________________________________________
 AJ3688* NAD 83(1992)-  33 36 15.63752(N)    111 51 17.62950(W)     ADJUSTED  
 AJ3688* NAVD 88     -       458.66   (meters)    1504.8    (feet)  GPS OBS   
 AJ3688  ___________________________________________________________________
 AJ3688  X           -  -1,979,675.614 (meters)                     COMP
 AJ3688  Y           -  -4,935,821.534 (meters)                     COMP
 AJ3688  Z           -   3,510,216.784 (meters)                     COMP
 AJ3688  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 AJ3688  ELLIP HEIGHT-         429.26  (meters)          (04/12/01) GPS OBS
 AJ3688  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AJ3688
 AJ3688  HORZ ORDER  -  B
 AJ3688  ELLP ORDER  -  THIRD     CLASS II
 AJ3688
 AJ3688.The horizontal coordinates were established by GPS observations
 AJ3688.and adjusted by the National Geodetic Survey in April 2001..
 AJ3688
 AJ3688.The orthometric height was determined by GPS observations and a
 AJ3688.high-resolution geoid model using precise GPS observation and
 AJ3688.processing techniques.
 AJ3688
 AJ3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3688
 AJ3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3688
 AJ3688.The ellipsoidal height was determined by GPS observations
 AJ3688.and is referenced to NAD 83.
 AJ3688
 AJ3688.The geoid height was determined by GEOID03.
 AJ3688
 AJ3688;                    North         East     Units Scale Factor Converg.
 AJ3688;SPC AZ C     -   288,774.225   219,092.318   MT  0.99990040   +0 02 03.1
 AJ3688;SPC AZ C     -   947,422.00    718,806.82   iFT  0.99990040   +0 02 03.1
 AJ3688;UTM  12      - 3,718,615.306   420,686.817   MT  0.99967755   -0 28 23.4
 AJ3688
 AJ3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3688!SPC AZ C     -   0.99993261  x   0.99990040  =   0.99983302
 AJ3688!UTM  12      -   0.99993261  x   0.99967755  =   0.99961019
 AJ3688
 AJ3688                          SUPERSEDED SURVEY CONTROL
 AJ3688
 AJ3688.No superseded survey control is available for this station.
 AJ3688
 AJ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2068718615(NAD 83)
 AJ3688_MARKER: I = METAL ROD
 AJ3688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3688_STAMPING: 1FJ1 1999
 AJ3688_MARK LOGO: MCDOT 
 AJ3688_PROJECTION: FLUSH
 AJ3688_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3688+STABILITY: POSITION/ELEVATION WELL
 AJ3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3688+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3688_ROD/PIPE-DEPTH:  3.3 meters
 AJ3688_SLEEVE-DEPTH  :  0.8 meters
 AJ3688
 AJ3688  HISTORY     - Date     Condition        Report By
 AJ3688  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3688
 AJ3688                          STATION DESCRIPTION
 AJ3688
 AJ3688'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3688'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 03
 AJ3688'NORTH, RANGE 05 EAST, SECTION 16
 AJ3688'OWNERSHIP - SCOTTSDALE R/W
 AJ3688'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND SHEA BLVD (EXIT
 AJ3688'41), DRIVE EAST ON SHEA BLVD 3.25 MI (5.23 KM) TO 114TH ST, THENCE
 AJ3688'TURN LEFT (NORTH) ON TO 114TH ST AND DRIVE NORTH ABOUT 0.5 MI (0.8 KM)
 AJ3688'TO THE INTERSECTION OF VIA LINDA, THENCE CONTINUE NORTHWESTERLY ALONG
 AJ3688'FRANK LLOYD WRIGHT BLVD ABOUT 0.7 MI (1.1 KM) TO THE INTERSECTION OF
 AJ3688'SWEET WATER AND THE STATION ON THE SOUTHWEST CORNER AS DESCRIBED
 AJ3688'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3688'COMPRESSED ON A 8.7 FT (2.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3688'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3688'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FJ1 1999, SURROUNDED WITH A
 AJ3688'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3688'MARKER
 AJ3688'STATION TIES
 AJ3688'68.0 FT (20.7 M) SOUTH OF THE BACK OF SIDEWALK ON THE SOUTH SIDE OF
 AJ3688'SWEETWATER
 AJ3688'33.0 FT (10.1 M) NORTHEAST OF THE NORTHERN MOST ELECTRICAL VAULT
 AJ3688'10.0 FT (3.0 M) WEST OF THE BACK OF WALK ON THE WEST SIDE OF FRANK
 AJ3688'LLOYD WRIGHT BLVD
 AJ3688'NORTH OF THE WHITE CARSONITE MARKER
 AJ3688'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3688'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3689 ***********************************************************************
 AJ3689  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3689  DESIGNATION -  1FL1
 AJ3689  PID         -  AJ3689
 AJ3689  STATE/COUNTY-  AZ/MARICOPA
 AJ3689  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3689
 AJ3689                         *CURRENT SURVEY CONTROL
 AJ3689  ___________________________________________________________________
 AJ3689* NAD 83(1992)-  33 36 19.27859(N)    111 44 57.85254(W)     ADJUSTED  
 AJ3689* NAVD 88     -       606.08   (meters)    1988.4    (feet)  GPS OBS   
 AJ3689  ___________________________________________________________________
 AJ3689  X           -  -1,970,606.902 (meters)                     COMP
 AJ3689  Y           -  -4,939,514.628 (meters)                     COMP
 AJ3689  Z           -   3,510,391.881 (meters)                     COMP
 AJ3689  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ3689  ELLIP HEIGHT-         576.80  (meters)          (04/12/01) GPS OBS
 AJ3689  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AJ3689
 AJ3689  HORZ ORDER  -  B
 AJ3689  ELLP ORDER  -  THIRD     CLASS II
 AJ3689
 AJ3689.The horizontal coordinates were established by GPS observations
 AJ3689.and adjusted by the National Geodetic Survey in April 2001..
 AJ3689
 AJ3689.The orthometric height was determined by GPS observations and a
 AJ3689.high-resolution geoid model using precise GPS observation and
 AJ3689.processing techniques.
 AJ3689
 AJ3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3689
 AJ3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3689
 AJ3689.The ellipsoidal height was determined by GPS observations
 AJ3689.and is referenced to NAD 83.
 AJ3689
 AJ3689.The geoid height was determined by GEOID03.
 AJ3689
 AJ3689;                    North         East     Units Scale Factor Converg.
 AJ3689;SPC AZ C     -   288,897.224   228,882.122   MT  0.99990297   +0 05 33.3
 AJ3689;SPC AZ C     -   947,825.54    750,925.60   iFT  0.99990297   +0 05 33.3
 AJ3689;UTM  12      - 3,718,651.603   430,475.044   MT  0.99965959   -0 24 53.2
 AJ3689
 AJ3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3689!SPC AZ C     -   0.99990946  x   0.99990297  =   0.99981243
 AJ3689!UTM  12      -   0.99990946  x   0.99965959  =   0.99956908
 AJ3689
 AJ3689                          SUPERSEDED SURVEY CONTROL
 AJ3689
 AJ3689.No superseded survey control is available for this station.
 AJ3689
 AJ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3047518652(NAD 83)
 AJ3689_MARKER: I = METAL ROD
 AJ3689_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3689_STAMPING: 1FL1 1999
 AJ3689_MARK LOGO: MCDOT 
 AJ3689_PROJECTION: FLUSH
 AJ3689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3689+STABILITY: POSITION/ELEVATION WELL
 AJ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3689+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 AJ3689_ROD/PIPE-DEPTH:  3.0 meters
 AJ3689_SLEEVE-DEPTH  :  0.8 meters
 AJ3689
 AJ3689  HISTORY     - Date     Condition        Report By
 AJ3689  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3689  HISTORY     - 20051204 GOOD             USPSQD
 AJ3689
 AJ3689                          STATION DESCRIPTION
 AJ3689
 AJ3689'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3689'THE STATION IS LOCATED WITHIN THE CITY OF FOUNTAIN HILLS, TOWNSHIP 03
 AJ3689'NORTH, RANGE 06 EAST, SECTION 16
 AJ3689'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3689'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3689'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3689'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3689'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3689'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3689'AND DRIVE 3.1 MI (5.0 KM) TO THE INTERSECTION OF PALISADES BLVD,
 AJ3689'THENCE TURN RIGHT (NORTH) AND DRIVE 2.0 MI (3.2 KM) AND PARK ABOUT 120
 AJ3689'FT (36.6 M) SOUTH OF EL LAGO AND WALK WESTERLY TO THE STATION AS
 AJ3689'DESCRIBED
 AJ3689'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3689'COMPRESSED ON A 8.0 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3689'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3689'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FL1 1999, SURROUNDED WITH A
 AJ3689'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3689'MARKER
 AJ3689'STATION TIES
 AJ3689'13 FEET (4.0 M) EAST OF THE EDGE OF THE TOP OF HILL ON THE EAST EDGE
 AJ3689'OF THE GOLF COURSE
 AJ3689'9.0 FEET (2.7 M) EAST OF THE WEST EDGE OF THE SIDEWALK ALONG THE WEST
 AJ3689'SIDE OF PALISADES BLVD
 AJ3689'3.7 FEET (1.1 M) NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3689'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3689'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3689
 AJ3689                          STATION RECOVERY (2005)
 AJ3689
 AJ3689'RECOVERY NOTE BY US POWER SQUADRON 2005 (KA)
 AJ3689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3690 ***********************************************************************
 AJ3690  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3690  DESIGNATION -  1FN1
 AJ3690  PID         -  AJ3690
 AJ3690  STATE/COUNTY-  AZ/MARICOPA
 AJ3690  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3690
 AJ3690                         *CURRENT SURVEY CONTROL
 AJ3690  ___________________________________________________________________
 AJ3690* NAD 83(1992)-  33 34 52.63653(N)    111 38 06.72783(W)     ADJUSTED  
 AJ3690* NAVD 88     -       448.55   (meters)    1471.6    (feet)  GPS OBS   
 AJ3690  ___________________________________________________________________
 AJ3690  X           -  -1,961,253.819 (meters)                     COMP
 AJ3690  Y           -  -4,944,683.644 (meters)                     COMP
 AJ3690  Z           -   3,508,080.947 (meters)                     COMP
 AJ3690  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AJ3690  ELLIP HEIGHT-         419.25  (meters)          (04/12/01) GPS OBS
 AJ3690  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AJ3690
 AJ3690  HORZ ORDER  -  B
 AJ3690  ELLP ORDER  -  THIRD     CLASS II
 AJ3690
 AJ3690.The horizontal coordinates were established by GPS observations
 AJ3690.and adjusted by the National Geodetic Survey in April 2001..
 AJ3690
 AJ3690.The orthometric height was determined by GPS observations and a
 AJ3690.high-resolution geoid model using precise GPS observation and
 AJ3690.processing techniques.
 AJ3690
 AJ3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3690
 AJ3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3690
 AJ3690.The ellipsoidal height was determined by GPS observations
 AJ3690.and is referenced to NAD 83.
 AJ3690
 AJ3690.The geoid height was determined by GEOID03.
 AJ3690
 AJ3690;                    North         East     Units Scale Factor Converg.
 AJ3690;SPC AZ C     -   286,251.029   239,487.353   MT  0.99990841   +0 09 20.5
 AJ3690;SPC AZ C     -   939,143.80    785,719.66   iFT  0.99990841   +0 09 20.5
 AJ3690;UTM  12      - 3,715,912.329   441,053.741   MT  0.99964284   -0 21 04.9
 AJ3690
 AJ3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3690!SPC AZ C     -   0.99993419  x   0.99990841  =   0.99984260
 AJ3690!UTM  12      -   0.99993419  x   0.99964284  =   0.99957705
 AJ3690
 AJ3690                          SUPERSEDED SURVEY CONTROL
 AJ3690
 AJ3690.No superseded survey control is available for this station.
 AJ3690
 AJ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4105415912(NAD 83)
 AJ3690_MARKER: I = METAL ROD
 AJ3690_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3690_STAMPING: 1FN1 1999
 AJ3690_MARK LOGO: MCDOT 
 AJ3690_PROJECTION: FLUSH
 AJ3690_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3690+STABILITY: POSITION/ELEVATION WELL
 AJ3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3690+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3690_ROD/PIPE-DEPTH:  4.1 meters
 AJ3690_SLEEVE-DEPTH  :  0.8 meters
 AJ3690
 AJ3690  HISTORY     - Date     Condition        Report By
 AJ3690  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3690
 AJ3690                          STATION DESCRIPTION
 AJ3690
 AJ3690'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3690'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 03
 AJ3690'NORTH, RANGE 07 EAST, SECTION 22
 AJ3690'OWNERSHIP - ADOT R/W
 AJ3690'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3690'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3690'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3690'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3690'TO THE INTERSECTION OF SHEA BLVD, CONTINUE NORTH ON HIGHWAY 87 ABOUT
 AJ3690'2.0 MI (3.2 KM) TO FORT MCDOWELL ROAD, THENCE CONTINUE NORTH ON
 AJ3690'HIGHWAY 87 FOR 2.2 MI (3.5 KM) TO MILE POST 193, THENCE CONTINUE
 AJ3690'NORTHEASTERLY ON HIGHWAY 87 FOR 0.3 MI (0.5 KM) AND PARK AND WALK
 AJ3690'WESTERLY ACROSS THE MEDIAN AND THE SOUTHBOUND LANES TO THE STATION AS
 AJ3690'DESCRIBED
 AJ3690'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3690'COMPRESSED ON A 10.8 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3690'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3690'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1FN1 1999, SURROUNDED
 AJ3690'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3690'CARSONITE MARKER
 AJ3690'STATION TIES
 AJ3690'0.3 MI (0.5 KM) NORTH OF MILE POST 193 ALONG SR 87
 AJ3690'54.0 FEET (16.5 M) SOUTHEASTERLY OF THE WEST RIGHT-OF-WAY FENCE
 AJ3690'47.0 FEET (14.3 M) NORTHWESTERLY OF THE WEST EDGE OF PAVEMENT FOR THE
 AJ3690'SOUTHBOUND TRAFFIC
 AJ3690'4.0 FEET (1.2 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3690'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3690'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3691 ***********************************************************************
 AJ3691  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3691  DESIGNATION -  1FO1
 AJ3691  PID         -  AJ3691
 AJ3691  STATE/COUNTY-  AZ/MARICOPA
 AJ3691  USGS QUAD   -  STEWART MTN (1978)
 AJ3691
 AJ3691                         *CURRENT SURVEY CONTROL
 AJ3691  ___________________________________________________________________
 AJ3691* NAD 83(1992)-  33 36 34.84266(N)    111 34 50.93667(W)     ADJUSTED  
 AJ3691* NAVD 88     -       576.36   (meters)    1890.9    (feet)  GPS OBS   
 AJ3691  ___________________________________________________________________
 AJ3691  X           -  -1,955,957.615 (meters)                     COMP
 AJ3691  Y           -  -4,945,021.830 (meters)                     COMP
 AJ3691  Z           -   3,510,774.917 (meters)                     COMP
 AJ3691  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 AJ3691  ELLIP HEIGHT-         547.22  (meters)          (04/12/01) GPS OBS
 AJ3691  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AJ3691
 AJ3691  HORZ ORDER  -  B
 AJ3691  ELLP ORDER  -  THIRD     CLASS II
 AJ3691
 AJ3691.The horizontal coordinates were established by GPS observations
 AJ3691.and adjusted by the National Geodetic Survey in April 2001..
 AJ3691
 AJ3691.The orthometric height was determined by GPS observations and a
 AJ3691.high-resolution geoid model using precise GPS observation and
 AJ3691.processing techniques.
 AJ3691
 AJ3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3691
 AJ3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3691
 AJ3691.The ellipsoidal height was determined by GPS observations
 AJ3691.and is referenced to NAD 83.
 AJ3691
 AJ3691.The geoid height was determined by GEOID03.
 AJ3691
 AJ3691;                    North         East     Units Scale Factor Converg.
 AJ3691;SPC AZ C     -   289,414.723   244,525.661   MT  0.99991197   +0 11 09.3
 AJ3691;SPC AZ C     -   949,523.37    802,249.54   iFT  0.99991197   +0 11 09.3
 AJ3691;UTM  12      - 3,719,030.452   446,118.487   MT  0.99963579   -0 19 17.4
 AJ3691
 AJ3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3691!SPC AZ C     -   0.99991410  x   0.99991197  =   0.99982608
 AJ3691!UTM  12      -   0.99991410  x   0.99963579  =   0.99954992
 AJ3691
 AJ3691                          SUPERSEDED SURVEY CONTROL
 AJ3691
 AJ3691.No superseded survey control is available for this station.
 AJ3691
 AJ3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4611819030(NAD 83)
 AJ3691_MARKER: I = METAL ROD
 AJ3691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3691_STAMPING: 1FO1 1999
 AJ3691_PROJECTION: FLUSH
 AJ3691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3691+STABILITY: POSITION/ELEVATION WELL
 AJ3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3691+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3691_ROD/PIPE-DEPTH:  6.9 meters
 AJ3691_SLEEVE-DEPTH  :  0.8 meters
 AJ3691
 AJ3691  HISTORY     - Date     Condition        Report By
 AJ3691  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3691
 AJ3691                          STATION DESCRIPTION
 AJ3691
 AJ3691'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3691'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 03
 AJ3691'NORTH, RANGE 07 EAST, SECTION 24
 AJ3691'OWNERSHIP - ADOT R/W
 AJ3691'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3691'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3691'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3691'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3691'TO THE INTERSECTION OF SHEA BLVD, CONTINUE NORTH ALONG SR 87 ABOUT 8.6
 AJ3691'MI (13.8 KM) TO THE INTERSECTION OF BUSH HIGHWAY, THENCE TURN LEFT
 AJ3691'(WEST) TO THE SOUTHBOUND LANES OF SR 87, THENCE MAKE A U TURN ON SR 87
 AJ3691'AND DRIVE SOUTHWESTERLY ON SR 87 FOR ABOUT 1.7 MILE (2.7 KM) (0.7
 AJ3691'MILES PAST MILE POST 198) AND PARK AND WALK WESTERLY TO THE STATION AS
 AJ3691'DESCRIBED
 AJ3691'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3691'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3691'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3691'PVC PIPE WITH A SURVEY MONUMENT DO NOT DISTURB ACCESS COVER STAMPED
 AJ3691'1FO1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3691'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3691'STATION TIES
 AJ3691'0.7 MI (1.1 KM) SOUTH OF MILE POST 198
 AJ3691'104 FT (31.7 M) NORTHEASTERLY OF THE CENTERLINE OF A DIRT ROAD HEADING
 AJ3691'NORTHERLY OFF SR 98 (SAID ROAD IS JUST SOUTH OF A WASH WITH A
 AJ3691'HEADWALL)
 AJ3691'41.2 FEET (12.6 M) EAST OF THE WEST RIGHT-OF-WAY FENCE
 AJ3691'26.5 FEET (8.1 M) WEST OF THE WEST EDGE OF PAVEMENT FOR THE SOUTHBOUND
 AJ3691'TRAFFIC
 AJ3691'4.8 FEET (1.5 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3691'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3691'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3857 ***********************************************************************
 AJ3857  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3857  DESIGNATION -  1GC1
 AJ3857  PID         -  AJ3857
 AJ3857  STATE/COUNTY-  AZ/MARICOPA
 AJ3857  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3857
 AJ3857                         *CURRENT SURVEY CONTROL
 AJ3857  ___________________________________________________________________
 AJ3857* NAD 83(1992)-  33 38 27.98471(N)    112 12 28.98018(W)     ADJUSTED  
 AJ3857* NAVD 88     -       374.64   (meters)    1229.1    (feet)  GPS OBS   
 AJ3857  ___________________________________________________________________
 AJ3857  X           -  -2,009,180.628 (meters)                     COMP
 AJ3857  Y           -  -4,921,370.197 (meters)                     COMP
 AJ3857  Z           -   3,513,565.677 (meters)                     COMP
 AJ3857  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AJ3857  ELLIP HEIGHT-         344.85  (meters)          (04/12/01) GPS OBS
 AJ3857  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AJ3857
 AJ3857  HORZ ORDER  -  B
 AJ3857  ELLP ORDER  -  THIRD     CLASS II
 AJ3857
 AJ3857.The horizontal coordinates were established by GPS observations
 AJ3857.and adjusted by the National Geodetic Survey in April 2001..
 AJ3857
 AJ3857.The orthometric height was determined by GPS observations and a
 AJ3857.high-resolution geoid model using precise GPS observation and
 AJ3857.processing techniques.
 AJ3857
 AJ3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3857
 AJ3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3857
 AJ3857.The ellipsoidal height was determined by GPS observations
 AJ3857.and is referenced to NAD 83.
 AJ3857
 AJ3857.The geoid height was determined by GEOID03.
 AJ3857
 AJ3857;                    North         East     Units Scale Factor Converg.
 AJ3857;SPC AZ C     -   292,887.785   186,330.585   MT  0.99990900   -0 09 41.1
 AJ3857;SPC AZ C     -   960,917.93    611,320.82   iFT  0.99990900   -0 09 41.1
 AJ3857;UTM  12      - 3,723,018.130   387,968.985   MT  0.99975473   -0 40 09.5
 AJ3857
 AJ3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3857!SPC AZ C     -   0.99994586  x   0.99990900  =   0.99985487
 AJ3857!UTM  12      -   0.99994586  x   0.99975473  =   0.99970061
 AJ3857
 AJ3857                          SUPERSEDED SURVEY CONTROL
 AJ3857
 AJ3857.No superseded survey control is available for this station.
 AJ3857
 AJ3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8796923018(NAD 83)
 AJ3857_MARKER: I = METAL ROD
 AJ3857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3857_STAMPING: 1GC1 1999
 AJ3857_MARK LOGO: MCDOT 
 AJ3857_PROJECTION: FLUSH
 AJ3857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3857+STABILITY: POSITION/ELEVATION WELL
 AJ3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3857+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3857_ROD/PIPE-DEPTH:  8.7 meters
 AJ3857_SLEEVE-DEPTH  :  0.8 meters
 AJ3857
 AJ3857  HISTORY     - Date     Condition        Report By
 AJ3857  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3857  HISTORY     - 20040313 POOR             USPSQD
 AJ3857
 AJ3857                          STATION DESCRIPTION
 AJ3857
 AJ3857'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3857'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 4 NORTH,
 AJ3857'RANGE 1 EAST, SECTION 36
 AJ3857'OWNERSHIP - CITY OF GLENDALE
 AJ3857'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 101 AND BELL
 AJ3857'ROAD, DRIVE EAST ON BELL ROAD 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 AJ3857'69TH AVENUE AND BELL ROAD, THENCE TURN LEFT (NORTH) ONTO 69TH AVENUE
 AJ3857'AND DRIVE NORTH-NORTHWEST 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT
 AJ3857'22.5 FT (6.9 M) SOUTHWEST OF THE SIDEWALK ON THE SOUTHWEST SIDE OF THE
 AJ3857'ROAD AND 150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF CAMPO BELLO
 AJ3857'DRIVE
 AJ3857'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 28.4 FOOT
 AJ3857'(8.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3857'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3857'ACCESS COVER STAMPED 1GC1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3857'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3857'STATION TIES -
 AJ3857'22.5 FT (6.9 M) SOUTHWEST OF A 4 FT (1.2 M) WIDE SIDEWALK
 AJ3857'16 FT (4.9 M) NORTHWEST OF A 9 FT (2.7 M) WIDE ASPHALT SIDEWALK
 AJ3857'35.5 FT (10.8 M) SOUTH OF A STREET LIGHT
 AJ3857'150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF CAMPO BELL DRIVE
 AJ3857'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3857'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3857
 AJ3857                          STATION RECOVERY (2004)
 AJ3857
 AJ3857'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 AJ3857'FOUND MARK.  CAPPING MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3727 ***********************************************************************
 AJ3727  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3727  DESIGNATION -  1GE1
 AJ3727  PID         -  AJ3727
 AJ3727  STATE/COUNTY-  AZ/MARICOPA
 AJ3727  USGS QUAD   -  UNION HILLS (1981)
 AJ3727
 AJ3727                         *CURRENT SURVEY CONTROL
 AJ3727  ___________________________________________________________________
 AJ3727* NAD 83(1992)-  33 38 02.26568(N)    112 05 14.06927(W)     ADJUSTED  
 AJ3727* NAVD 88     -       412.66   (meters)    1353.9    (feet)  GPS OBS   
 AJ3727  ___________________________________________________________________
 AJ3727  X           -  -1,998,976.454 (meters)                     COMP
 AJ3727  Y           -  -4,926,031.879 (meters)                     COMP
 AJ3727  Z           -   3,512,927.100 (meters)                     COMP
 AJ3727  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 AJ3727  ELLIP HEIGHT-         383.09  (meters)          (04/12/01) GPS OBS
 AJ3727  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3727
 AJ3727  HORZ ORDER  -  B
 AJ3727  ELLP ORDER  -  THIRD     CLASS II
 AJ3727
 AJ3727.The horizontal coordinates were established by GPS observations
 AJ3727.and adjusted by the National Geodetic Survey in April 2001..
 AJ3727
 AJ3727.The orthometric height was determined by GPS observations and a
 AJ3727.high-resolution geoid model using precise GPS observation and
 AJ3727.processing techniques.
 AJ3727
 AJ3727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3727
 AJ3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3727
 AJ3727.The ellipsoidal height was determined by GPS observations
 AJ3727.and is referenced to NAD 83.
 AJ3727
 AJ3727.The geoid height was determined by GEOID03.
 AJ3727
 AJ3727;                    North         East     Units Scale Factor Converg.
 AJ3727;SPC AZ C     -   292,070.433   197,535.787   MT  0.99990309   -0 05 40.1
 AJ3727;SPC AZ C     -   958,236.33    648,083.29   iFT  0.99990309   -0 05 40.1
 AJ3727;UTM  12      - 3,722,101.647   399,164.644   MT  0.99972535   -0 36 08.1
 AJ3727
 AJ3727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3727!SPC AZ C     -   0.99993986  x   0.99990309  =   0.99984296
 AJ3727!UTM  12      -   0.99993986  x   0.99972535  =   0.99966523
 AJ3727
 AJ3727                          SUPERSEDED SURVEY CONTROL
 AJ3727
 AJ3727.No superseded survey control is available for this station.
 AJ3727
 AJ3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9916522102(NAD 83)
 AJ3727_MARKER: I = METAL ROD
 AJ3727_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3727_STAMPING: 1GE1 1999
 AJ3727_MARK LOGO: MCDOT 
 AJ3727_PROJECTION: FLUSH
 AJ3727_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3727+STABILITY: POSITION/ELEVATION WELL
 AJ3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3727+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AJ3727_ROD/PIPE-DEPTH:  5.2 meters
 AJ3727_SLEEVE-DEPTH  :  0.8 meters
 AJ3727
 AJ3727  HISTORY     - Date     Condition        Report By
 AJ3727  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3727  HISTORY     - 20041101 GOOD             USPSQD
 AJ3727
 AJ3727                          STATION DESCRIPTION
 AJ3727
 AJ3727'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3727'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3727'RANGE 03 EAST, SECTION 6
 AJ3727'OWNERSHIP - CITY OF PHOENIX
 AJ3727'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND BELL ROAD (EXIT
 AJ3727'212) , DRIVE EAST 1.7 MI (2.7 KM) TO 11TH AVENUE THENCE, TURN RIGHT
 AJ3727'(SOUTH) ONTO 11TH AVENUE AND DRIVE 0.4 MI (0.6 KM) AND PARK JUST
 AJ3727'BEFORE BRIDGE GOING OVER CAVE CREEK WASH, WALK WEST TO THE STATION AS
 AJ3727'DESCRIBED
 AJ3727'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3727'COMPRESSED ON A 16.9 FOOT (5.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3727'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3727'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1GE1 1999, SURROUNDED
 AJ3727'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3727'CARSONITE MARKER
 AJ3727'STATION TIES
 AJ3727'31.1 FT (9.5 M) SOUTHEAST AND PERPENDICULAR TO THE 6 FT (1.8 M) CHAIN
 AJ3727'LINK FENCE
 AJ3727'18.2 FT (5.5 M) WEST TO THE CHAIN LINK FENCE CLOSEST TO THE WEST SIDE
 AJ3727'OF 11TH AVENUE
 AJ3727'8.3 FT (2.5 M) WEST AND PERPENDICULAR TO THE BACK OF THE CONCRETE
 AJ3727'SIDEWALK
 AJ3727'8.0 FT (2.4 M) SOUTHWEST OF SIGN
 AJ3727'7.7 FT (2.3 M) NORTH OF CONCRETE SLOPE THAT HAS A HEADWALL ON THE
 AJ3727'SOUTH END
 AJ3727'5.6 FT (1.7 M) SOUTHWEST OF THE NORTH END OF THE GUARDRAIL
 AJ3727'1.7 FT (0.5 M) NORTHEAST OF WHITE CARSONITE MARKER
 AJ3727'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3727'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3727
 AJ3727                          STATION RECOVERY (2004)
 AJ3727
 AJ3727'RECOVERY NOTE BY US POWER SQUADRON 2004 (MJ)
 AJ3727'RECOVERED AS DESCRIBED. IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3692 ***********************************************************************
 AJ3692  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3692  DESIGNATION -  1GG1
 AJ3692  PID         -  AJ3692
 AJ3692  STATE/COUNTY-  AZ/MARICOPA
 AJ3692  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3692
 AJ3692                         *CURRENT SURVEY CONTROL
 AJ3692  ___________________________________________________________________
 AJ3692* NAD 83(1992)-  33 38 51.87071(N)    111 59 46.76895(W)     ADJUSTED  
 AJ3692* NAVD 88     -       452.36   (meters)    1484.1    (feet)  GPS OBS   
 AJ3692  ___________________________________________________________________
 AJ3692  X           -  -1,990,852.607 (meters)                     COMP
 AJ3692  Y           -  -4,928,443.293 (meters)                     COMP
 AJ3692  Z           -   3,514,221.616 (meters)                     COMP
 AJ3692  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3692  ELLIP HEIGHT-         422.91  (meters)          (04/12/01) GPS OBS
 AJ3692  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ3692
 AJ3692  HORZ ORDER  -  B
 AJ3692  ELLP ORDER  -  THIRD     CLASS II
 AJ3692
 AJ3692.The horizontal coordinates were established by GPS observations
 AJ3692.and adjusted by the National Geodetic Survey in April 2001..
 AJ3692
 AJ3692.The orthometric height was determined by GPS observations and a
 AJ3692.high-resolution geoid model using precise GPS observation and
 AJ3692.processing techniques.
 AJ3692
 AJ3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3692
 AJ3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3692
 AJ3692.The ellipsoidal height was determined by GPS observations
 AJ3692.and is referenced to NAD 83.
 AJ3692
 AJ3692.The geoid height was determined by GEOID03.
 AJ3692
 AJ3692;                    North         East     Units Scale Factor Converg.
 AJ3692;SPC AZ C     -   293,588.409   205,971.309   MT  0.99990067   -0 02 38.9
 AJ3692;SPC AZ C     -   963,216.56    675,758.89   iFT  0.99990067   -0 02 38.9
 AJ3692;UTM  12      - 3,723,544.523   407,611.712   MT  0.99970523   -0 33 07.5
 AJ3692
 AJ3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3692!SPC AZ C     -   0.99993361  x   0.99990067  =   0.99983429
 AJ3692!UTM  12      -   0.99993361  x   0.99970523  =   0.99963886
 AJ3692
 AJ3692                          SUPERSEDED SURVEY CONTROL
 AJ3692
 AJ3692.No superseded survey control is available for this station.
 AJ3692
 AJ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0761223545(NAD 83)
 AJ3692_MARKER: I = METAL ROD
 AJ3692_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3692_STAMPING: 1GG1 1999
 AJ3692_MARK LOGO: MCDOT 
 AJ3692_PROJECTION: FLUSH
 AJ3692_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3692+STABILITY: POSITION/ELEVATION WELL
 AJ3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3692+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ3692_ROD/PIPE-DEPTH:  3.7 meters
 AJ3692_SLEEVE-DEPTH  :  0.8 meters
 AJ3692
 AJ3692  HISTORY     - Date     Condition        Report By
 AJ3692  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3692  HISTORY     - 20060118 GOOD             EVANS
 AJ3692
 AJ3692                          STATION DESCRIPTION
 AJ3692
 AJ3692'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3692'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3692'RANGE 03 EAST, SECTION 36
 AJ3692'OWNERSHIP - PHOENIX R/W
 AJ3692'TO REACH THE STATION FROM THE JUNCTION OF SR 51 AND BELL ROAD, DRIVE
 AJ3692'EAST ON BELL 0.4 MI (0.6 KM) TO 40TH ST, THENCE TURN LEFT (NORTH) AND
 AJ3692'DRIVE 0.5 MI (0.8 KM) ALONG 40TH STREET AND PARK NEAR THE INTERSECTION
 AJ3692'OF GROVERS AVENUE, WALK TO THE STATION IS AS DESCRIBED
 AJ3692'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3692'COMPRESSED ON A 12.0 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3692'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3692'PVC PIPE WITH A COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1GG1 1999,
 AJ3692'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3692'A WHITE CARSONITE MARKER
 AJ3692'STATION TIES
 AJ3692'58.0 FT (17.7 M) SOUTH OF THE CENTERLINE GROVERS AVENUE
 AJ3692'35.0 FT (10.7 M) WEST OF THE CENTERLINE OF 40TH STREET
 AJ3692'JUST EAST OF THE SIDEWALK ON THE WEST SIDE OF 40TH STREET
 AJ3692'3.6 FT (1.1 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3692'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3692'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3692
 AJ3692                          STATION RECOVERY (2006)
 AJ3692
 AJ3692'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3721 ***********************************************************************
 AJ3721  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3721  DESIGNATION -  1GK1
 AJ3721  PID         -  AJ3721
 AJ3721  STATE/COUNTY-  AZ/MARICOPA
 AJ3721  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3721
 AJ3721                         *CURRENT SURVEY CONTROL
 AJ3721  ___________________________________________________________________
 AJ3721* NAD 83(1992)-  33 38 07.01213(N)    111 46 05.56427(W)     ADJUSTED  
 AJ3721* NAVD 88     -       659.31   (meters)    2163.1    (feet)  GPS OBS   
 AJ3721  ___________________________________________________________________
 AJ3721  X           -  -1,971,563.159 (meters)                     COMP
 AJ3721  Y           -  -4,937,201.763 (meters)                     COMP
 AJ3721  Z           -   3,513,185.700 (meters)                     COMP
 AJ3721  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ3721  ELLIP HEIGHT-         630.13  (meters)          (04/12/01) GPS OBS
 AJ3721  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AJ3721
 AJ3721  HORZ ORDER  -  B
 AJ3721  ELLP ORDER  -  THIRD     CLASS II
 AJ3721
 AJ3721.The horizontal coordinates were established by GPS observations
 AJ3721.and adjusted by the National Geodetic Survey in April 2001..
 AJ3721
 AJ3721.The orthometric height was determined by GPS observations and a
 AJ3721.high-resolution geoid model using precise GPS observation and
 AJ3721.processing techniques.
 AJ3721
 AJ3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3721
 AJ3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3721
 AJ3721.The ellipsoidal height was determined by GPS observations
 AJ3721.and is referenced to NAD 83.
 AJ3721
 AJ3721.The geoid height was determined by GEOID03.
 AJ3721
 AJ3721;                    North         East     Units Scale Factor Converg.
 AJ3721;SPC AZ C     -   292,213.492   227,131.890   MT  0.99990234   +0 04 56.0
 AJ3721;SPC AZ C     -   958,705.68    745,183.37   iFT  0.99990234   +0 04 56.0
 AJ3721;UTM  12      - 3,721,982.440   428,754.673   MT  0.99966258   -0 25 31.9
 AJ3721
 AJ3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3721!SPC AZ C     -   0.99990109  x   0.99990234  =   0.99980344
 AJ3721!UTM  12      -   0.99990109  x   0.99966258  =   0.99956370
 AJ3721
 AJ3721                          SUPERSEDED SURVEY CONTROL
 AJ3721
 AJ3721.No superseded survey control is available for this station.
 AJ3721
 AJ3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2875521982(NAD 83)
 AJ3721_MARKER: DD = SURVEY DISK
 AJ3721_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3721_STAMPING: 1GK1 1999
 AJ3721_MARK LOGO: MCDOT 
 AJ3721_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3721+STABILITY: POSITION/ELEVATION WELL
 AJ3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3721+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3721
 AJ3721  HISTORY     - Date     Condition        Report By
 AJ3721  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3721
 AJ3721                          STATION DESCRIPTION
 AJ3721
 AJ3721'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3721'THE STATION IS LOCATED WITHIN THE TOWN OF FOUNTAIN HILLS, TOWNSHIP 03
 AJ3721'NORTH, RANGE 06 EAST, SECTION 05
 AJ3721'OWNERSHIP - PRIVATE - GIULIANI, ANTHONY AND VALERIE
 AJ3721'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3721'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3721'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3721'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3721'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3721'AND DRIVE 3.0 MI (4.8 KM) TO THE INTERSECTION OF PALISADES BLVD,
 AJ3721'THENCE TURN RIGHT (NORTH) ONTO PALISADES BLVD AND DRIVE 2.9 MI (4.7
 AJ3721'KM) TO GOLDEN EAGLE BLVD, THENCE TURN LEFT (EAST) ONTO GOLDEN EAGLE
 AJ3721'BLVD AND DRIVE 2.8 MI (4.5 KM) TO A LOCKED GATE AND STOP, HIKE 200
 AJ3721'FEET (61.0 M) SOUTH TO THE TOP OF THE HILL TO THE STATION AS DESCRIBED
 AJ3721'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3721'COUNTY D.O.T.  BRASS CAP, STAMPED 1GK1, SET IN BEDROCK, WITNESSED BY A
 AJ3721'WHITE CARSONITE MARKER
 AJ3721'STATION TIES
 AJ3721'200 FT (61.0 M) SOUTH OF GOLDEN EAGLE BLVD AT THE LOCKED GATE, TO THE
 AJ3721'TOP OF A HILL
 AJ3721'18 FEET SOUTHEAST OF LARGE HOLE IN GROUND
 AJ3721'4.3 FEET (1.3 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3721'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3721'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3693 ***********************************************************************
 AJ3693  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3693  DESIGNATION -  1GM2
 AJ3693  PID         -  AJ3693
 AJ3693  STATE/COUNTY-  AZ/MARICOPA
 AJ3693  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3693
 AJ3693                         *CURRENT SURVEY CONTROL
 AJ3693  ___________________________________________________________________
 AJ3693* NAD 83(1992)-  33 38 18.56176(N)    111 42 03.16658(W)     ADJUSTED  
 AJ3693* NAVD 88     -       472.67   (meters)    1550.8    (feet)  GPS OBS   
 AJ3693  ___________________________________________________________________
 AJ3693  X           -  -1,965,629.337 (meters)                     COMP
 AJ3693  Y           -  -4,939,187.686 (meters)                     COMP
 AJ3693  Z           -   3,513,378.553 (meters)                     COMP
 AJ3693  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ3693  ELLIP HEIGHT-         443.40  (meters)          (04/12/01) GPS OBS
 AJ3693  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AJ3693
 AJ3693  HORZ ORDER  -  B
 AJ3693  ELLP ORDER  -  THIRD     CLASS II
 AJ3693
 AJ3693.The horizontal coordinates were established by GPS observations
 AJ3693.and adjusted by the National Geodetic Survey in April 2001..
 AJ3693
 AJ3693.The orthometric height was determined by GPS observations and a
 AJ3693.high-resolution geoid model using precise GPS observation and
 AJ3693.processing techniques.
 AJ3693
 AJ3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3693
 AJ3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3693
 AJ3693.The ellipsoidal height was determined by GPS observations
 AJ3693.and is referenced to NAD 83.
 AJ3693
 AJ3693.The geoid height was determined by GEOID03.
 AJ3693
 AJ3693;                    North         East     Units Scale Factor Converg.
 AJ3693;SPC AZ C     -   292,580.298   233,377.511   MT  0.99990494   +0 07 10.3
 AJ3693;SPC AZ C     -   959,909.11    765,674.25   iFT  0.99990494   +0 07 10.3
 AJ3693;UTM  12      - 3,722,293.804   435,001.760   MT  0.99965208   -0 23 17.8
 AJ3693
 AJ3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3693!SPC AZ C     -   0.99993040  x   0.99990494  =   0.99983534
 AJ3693!UTM  12      -   0.99993040  x   0.99965208  =   0.99958250
 AJ3693
 AJ3693                          SUPERSEDED SURVEY CONTROL
 AJ3693
 AJ3693.No superseded survey control is available for this station.
 AJ3693
 AJ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3500222294(NAD 83)
 AJ3693_MARKER: I = METAL ROD
 AJ3693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3693+WITH SETTING: INFORMATION.
 AJ3693_STAMPING: 1GM2 1999
 AJ3693_MARK LOGO: MCDOT 
 AJ3693_PROJECTION: FLUSH
 AJ3693_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3693+STABILITY: POSITION/ELEVATION WELL
 AJ3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3693+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 AJ3693_ROD/PIPE-DEPTH:  1.6 meters
 AJ3693_SLEEVE-DEPTH  :  0.8 meters
 AJ3693
 AJ3693  HISTORY     - Date     Condition        Report By
 AJ3693  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3693  HISTORY     - 20060325 GOOD             USPSQD
 AJ3693
 AJ3693                          STATION DESCRIPTION
 AJ3693
 AJ3693'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3693'THE STATION IS LOCATED WITHIN THE MCDOWELL MOUNTAIN REGIONAL PARK,
 AJ3693'TOWNSHIP 04 NORTH, RANGE 06 EAST, SECTION 02
 AJ3693'OWNERSHIP - MARICOPA COUNTY PARK (MCDOWELL MOUNTAIN REGIONAL PARK)
 AJ3693'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3693'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3693'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3693'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3693'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3693'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3693'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3693'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3693'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3693'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 1.7 MI
 AJ3693'(2.7 KM) NORTHERLY TO A POINT SOUTH OF A DIRT ROAD ON THE LEFT (WEST),
 AJ3693'PARK AND WALK WESTERLY TO THE STATION AS DESCRIBED
 AJ3693'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3693'COMPRESSED ON A 4.3 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3693'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3693'WITH A COUNTY LOGO ACCESS COVER STAMPED 1GM2 1999, SURROUNDED WITH A
 AJ3693'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3693'MARKER
 AJ3693'STATION TIES
 AJ3693'95.0 FEET (29.0 M) WEST OF THE CENTERLINE OF MCDOWELL MOUNTAIN ROAD
 AJ3693'30.0 FEET (9.1 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD TO THE WEST
 AJ3693'5.1 FEET (1.6 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3693'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3693'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3693
 AJ3693                          STATION RECOVERY (2006)
 AJ3693
 AJ3693'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ3693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3858 ***********************************************************************
 AJ3858  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3858  DESIGNATION -  1HB1
 AJ3858  PID         -  AJ3858
 AJ3858  STATE/COUNTY-  AZ/MARICOPA
 AJ3858  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3858
 AJ3858                         *CURRENT SURVEY CONTROL
 AJ3858  ___________________________________________________________________
 AJ3858* NAD 83(1992)-  33 40 28.80660(N)    112 15 03.04143(W)     ADJUSTED  
 AJ3858* NAVD 88     -       384.71   (meters)    1262.2    (feet)  GPS OBS   
 AJ3858  ___________________________________________________________________
 AJ3858  X           -  -2,012,077.779 (meters)                     COMP
 AJ3858  Y           -  -4,917,966.277 (meters)                     COMP
 AJ3858  Z           -   3,516,669.914 (meters)                     COMP
 AJ3858  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 AJ3858  ELLIP HEIGHT-         354.91  (meters)          (04/12/01) GPS OBS
 AJ3858  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3858
 AJ3858  HORZ ORDER  -  B
 AJ3858  ELLP ORDER  -  THIRD     CLASS II
 AJ3858
 AJ3858.The horizontal coordinates were established by GPS observations
 AJ3858.and adjusted by the National Geodetic Survey in April 2001..
 AJ3858
 AJ3858.The orthometric height was determined by GPS observations and a
 AJ3858.high-resolution geoid model using precise GPS observation and
 AJ3858.processing techniques.
 AJ3858
 AJ3858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3858
 AJ3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3858
 AJ3858.The ellipsoidal height was determined by GPS observations
 AJ3858.and is referenced to NAD 83.
 AJ3858
 AJ3858.The geoid height was determined by GEOID03.
 AJ3858
 AJ3858;                    North         East     Units Scale Factor Converg.
 AJ3858;SPC AZ C     -   296,621.973   182,372.854   MT  0.99991183   -0 11 07.1
 AJ3858;SPC AZ C     -   973,169.20    598,336.14   iFT  0.99991183   -0 11 07.1
 AJ3858;UTM  12      - 3,726,786.703   384,045.115   MT  0.99976576   -0 41 37.1
 AJ3858
 AJ3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3858!SPC AZ C     -   0.99994429  x   0.99991183  =   0.99985612
 AJ3858!UTM  12      -   0.99994429  x   0.99976576  =   0.99971006
 AJ3858
 AJ3858                          SUPERSEDED SURVEY CONTROL
 AJ3858
 AJ3858.No superseded survey control is available for this station.
 AJ3858
 AJ3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8404526787(NAD 83)
 AJ3858_MARKER: I = METAL ROD
 AJ3858_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3858+WITH SETTING: INFORMATION.
 AJ3858_STAMPING: 1HB1 1999
 AJ3858_MARK LOGO: MCDOT 
 AJ3858_PROJECTION: FLUSH
 AJ3858_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3858+STABILITY: POSITION/ELEVATION WELL
 AJ3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3858+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3858_ROD/PIPE-DEPTH:  2.8 meters
 AJ3858_SLEEVE-DEPTH  :  0.8 meters
 AJ3858
 AJ3858  HISTORY     - Date     Condition        Report By
 AJ3858  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3858
 AJ3858                          STATION DESCRIPTION
 AJ3858
 AJ3858'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3858'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 4 NORTH,
 AJ3858'RANGE 1 EAST, SECTION 22
 AJ3858'OWNERSHIP - CITY OF PEORIA
 AJ3858'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 101 AND UNION
 AJ3858'HILLS DRIVE, DRIVE WEST ON UNION HILLS DRIVE 1.3 MI (2.1 KM) TO THE
 AJ3858'INTERSECTION OF 91ST AVENUE AND UNION HILLS DRIVE, THENCE TURN RIGHT
 AJ3858'(NORTH) ONTO 91ST AVENUE AND DRIVE 1.6 MI (2.6 KM) TO THE INTERSECTION
 AJ3858'OF DEANNA DRIVE AND 91ST AVENUE, THENCE TURN RIGHT (EAST) ONTO DEANNA
 AJ3858'DRIVE AND DRIVE EASTERLY 0.3 MI (0.5 KM) TO THE PARKING LOT OF DEER
 AJ3858'VILLAGE PARK, THENCE PARK THE VEHICLE AND WALK SOUTH-SOUTHWEST 445 FT
 AJ3858'(135.6 M) FROM THE SOUTH SIDE OF THE PARKING LOT TO THE STATION
 AJ3858'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 9.2 FOOT (2.8
 AJ3858'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3858'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3858'COVER STAMPED 1HB1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3858'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3858'STATION TIES -
 AJ3858'22.9 FT (7.0 M) SOUTHEAST OF A LIGHT POLE
 AJ3858'48.3 FT (14.7 M) SOUTHWEST OF A PINE TREE
 AJ3858'10.1 FT (3.1 M) SOUTH OF THE CENTERLINE OF A SIDEWALK
 AJ3858'24.2 FT (7.4 M) NORTH-NORTHWEST OF A PINE TREE
 AJ3858'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3858'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3730 ***********************************************************************
 AJ3730  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3730  DESIGNATION -  1HD1
 AJ3730  PID         -  AJ3730
 AJ3730  STATE/COUNTY-  AZ/MARICOPA
 AJ3730  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3730
 AJ3730                         *CURRENT SURVEY CONTROL
 AJ3730  ___________________________________________________________________
 AJ3730* NAD 83(1992)-  33 41 15.63288(N)    112 08 07.50506(W)     ADJUSTED  
 AJ3730* NAVD 88     -       428.55   (meters)    1406.0    (feet)  GPS OBS   
 AJ3730  ___________________________________________________________________
 AJ3730  X           -  -2,001,878.414 (meters)                     COMP
 AJ3730  Y           -  -4,921,302.597 (meters)                     COMP
 AJ3730  Z           -   3,517,894.981 (meters)                     COMP
 AJ3730  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AJ3730  ELLIP HEIGHT-         399.00  (meters)          (04/12/01) GPS OBS
 AJ3730  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3730
 AJ3730  HORZ ORDER  -  B
 AJ3730  ELLP ORDER  -  THIRD     CLASS II
 AJ3730
 AJ3730.The horizontal coordinates were established by GPS observations
 AJ3730.and adjusted by the National Geodetic Survey in April 2001..
 AJ3730
 AJ3730.The orthometric height was determined by GPS observations and a
 AJ3730.high-resolution geoid model using precise GPS observation and
 AJ3730.processing techniques.
 AJ3730
 AJ3730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3730
 AJ3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3730
 AJ3730.The ellipsoidal height was determined by GPS observations
 AJ3730.and is referenced to NAD 83.
 AJ3730
 AJ3730.The geoid height was determined by GEOID03.
 AJ3730
 AJ3730;                    North         East     Units Scale Factor Converg.
 AJ3730;SPC AZ C     -   298,035.923   193,079.045   MT  0.99990507   -0 07 16.8
 AJ3730;SPC AZ C     -   977,808.15    633,461.43   iFT  0.99990507   -0 07 16.8
 AJ3730;UTM  12      - 3,728,105.387   394,761.745   MT  0.99973653   -0 37 47.4
 AJ3730
 AJ3730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3730!SPC AZ C     -   0.99993737  x   0.99990507  =   0.99984244
 AJ3730!UTM  12      -   0.99993737  x   0.99973653  =   0.99967391
 AJ3730
 AJ3730                          SUPERSEDED SURVEY CONTROL
 AJ3730
 AJ3730.No superseded survey control is available for this station.
 AJ3730
 AJ3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9476228105(NAD 83)
 AJ3730_MARKER: DD = SURVEY DISK
 AJ3730_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3730_STAMPING: 1HD1 1999
 AJ3730_MARK LOGO: MCDOT 
 AJ3730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3730+STABILITY: POSITION/ELEVATION WELL
 AJ3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3730+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3730
 AJ3730  HISTORY     - Date     Condition        Report By
 AJ3730  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3730
 AJ3730                          STATION DESCRIPTION
 AJ3730
 AJ3730'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3730'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3730'RANGE 02 EAST, SECTION 15
 AJ3730'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3730'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND DEER
 AJ3730'VALLEY ROAD (EXIT 217B) , DRIVE WEST ON DEER VALLEY ROAD FOR 1.3 MI
 AJ3730'(2.1 KM) TO 35TH AVENUE, THENCE TURN RIGHT (NORTH) ONTO 35TH AVENUE
 AJ3730'AND DRIVE 0.3 MI (0.5 KM) TO THE GATED ASPHALT DRIVE AT ADOBE DAM
 AJ3730'LOCATED ON THE LEFT (EAST) SIDE OF 35TH AVENUE, THENCE TURN LEFT ONTO
 AJ3730'THE ASPHALT DRIVE AND DRIVE 230 FEET (70.1 M) TO THE GATE AND STOP,
 AJ3730'WALK 35.5 FEET (10.8 M) SOUTHWEST TO THE STATION AS DESCRIBED
 AJ3730'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3730'COUNTY D.O.T.  BRASS DISK, STAMPED 1HD1 1999, SET IN A ROCK OUT
 AJ3730'CONCRETE, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3730'STATION TIES
 AJ3730'20 FT (6.0 M) SOUTHWEST AND PERPENDICULAR TO 4 FT (1.2 M) GATED WIRE
 AJ3730'FENCE
 AJ3730'28.6 FT (8.7 M) SOUTH OF SIGN NEAREST THE GATE ON THE NORTHEAST SIDE
 AJ3730'OF DAM
 AJ3730'1.5 FT (0.5 M) SOUTHEAST AND PERPENDICULAR TO THE SOUTHEAST EDGE OF
 AJ3730'ASPHALT
 AJ3730'1.5 FT (0.5 M) NORTHWEST AND PERPENDICULAR TO THE SOUTHEAST TOP OF
 AJ3730'BANK OF ADOBE DAM
 AJ3730'2.0 FT (0.6 M) NORTHWEST OF WHITE CARSONITE MARKER
 AJ3730'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3730'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3724 ***********************************************************************
 AJ3724  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3724  DESIGNATION -  1HF5
 AJ3724  PID         -  AJ3724
 AJ3724  STATE/COUNTY-  AZ/MARICOPA
 AJ3724  USGS QUAD   -  UNION HILLS (1981)
 AJ3724
 AJ3724                         *CURRENT SURVEY CONTROL
 AJ3724  ___________________________________________________________________
 AJ3724* NAD 83(1992)-  33 40 55.03086(N)    112 03 00.44241(W)     ADJUSTED  
 AJ3724* NAVD 88     -       544.20   (meters)    1785.4    (feet)  GPS OBS   
 AJ3724  ___________________________________________________________________
 AJ3724  X           -  -1,994,718.297 (meters)                     COMP
 AJ3724  Y           -  -4,924,692.942 (meters)                     COMP
 AJ3724  Z           -   3,517,430.996 (meters)                     COMP
 AJ3724  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AJ3724  ELLIP HEIGHT-         514.81  (meters)          (04/12/01) GPS OBS
 AJ3724  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AJ3724
 AJ3724  HORZ ORDER  -  B
 AJ3724  ELLP ORDER  -  THIRD     CLASS II
 AJ3724
 AJ3724.The horizontal coordinates were established by GPS observations
 AJ3724.and adjusted by the National Geodetic Survey in April 2001..
 AJ3724
 AJ3724.The orthometric height was determined by GPS observations and a
 AJ3724.high-resolution geoid model using precise GPS observation and
 AJ3724.processing techniques.
 AJ3724
 AJ3724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3724
 AJ3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3724
 AJ3724.The ellipsoidal height was determined by GPS observations
 AJ3724.and is referenced to NAD 83.
 AJ3724
 AJ3724.The geoid height was determined by GEOID03.
 AJ3724
 AJ3724;                    North         East     Units Scale Factor Converg.
 AJ3724;SPC AZ C     -   297,387.752   200,986.149   MT  0.99990189   -0 04 26.4
 AJ3724;SPC AZ C     -   975,681.60    659,403.38   iFT  0.99990189   -0 04 26.4
 AJ3724;UTM  12      - 3,727,387.200   402,661.388   MT  0.99971681   -0 34 56.7
 AJ3724
 AJ3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3724!SPC AZ C     -   0.99991919  x   0.99990189  =   0.99982108
 AJ3724!UTM  12      -   0.99991919  x   0.99971681  =   0.99963602
 AJ3724
 AJ3724                          SUPERSEDED SURVEY CONTROL
 AJ3724
 AJ3724.No superseded survey control is available for this station.
 AJ3724
 AJ3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0266127387(NAD 83)
 AJ3724_MARKER: DD = SURVEY DISK
 AJ3724_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3724_STAMPING: 1HF5 1999
 AJ3724_MARK LOGO: MCDOT 
 AJ3724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3724+STABILITY: POSITION/ELEVATION WELL
 AJ3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3724+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3724
 AJ3724  HISTORY     - Date     Condition        Report By
 AJ3724  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3724
 AJ3724                          STATION DESCRIPTION
 AJ3724
 AJ3724'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3724'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3724'RANGE 03 EAST, SECTION 21
 AJ3724'OWNERSHIP - BLM
 AJ3724'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND DEER
 AJ3724'VALLEY ROAD (EXIT 217B) , DRIVE EAST ON DEER VALLEY ROAD 3.6 MI (5.8
 AJ3724'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT (SOUTH) SIDE OF DEER VALLEY
 AJ3724'ROAD, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 0.1 MI (0.2 KM) UNDER
 AJ3724'OVERHEAD POWER LINES TO A UNMARKED DIRT ROAD TRAVELING EAST WEST,
 AJ3724'THENCE TURN RIGHT (WEST) ONTO DIRT ROAD AND DRIVE A SHORT DISTANCE TO
 AJ3724'A FORK IN THE ROAD, THENCE VEER LEFT (SOUTH) AND DRIVE 600 FT OR AS
 AJ3724'FAR AS YOUR VEHICLE WILL SAFETY TRAVEL AND PARK, THENCE HIKE TO THE
 AJ3724'TOP OF THE HILL TO THE RIGHT (WEST) AND TO THE STATION AS DESCRIBED
 AJ3724'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3724'COUNTY D.O.T.  BRASS DISK, STAMPED 1HF5 1999, SET IN A ROCK OUT CROP,
 AJ3724'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3724'STATION TIES
 AJ3724'4.3 FT (1.3 M) NORTHWEST OF WHITE CARSONITE MARKER
 AJ3724'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3724'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3694 ***********************************************************************
 AJ3694  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3694  DESIGNATION -  1HH2
 AJ3694  PID         -  AJ3694
 AJ3694  STATE/COUNTY-  AZ/MARICOPA
 AJ3694  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3694
 AJ3694                         *CURRENT SURVEY CONTROL
 AJ3694  ___________________________________________________________________
 AJ3694* NAD 83(1992)-  33 41 03.58979(N)    111 56 34.12945(W)     ADJUSTED  
 AJ3694* NAVD 88     -       519.06   (meters)    1702.9    (feet)  GPS OBS   
 AJ3694  ___________________________________________________________________
 AJ3694  X           -  -1,985,428.912 (meters)                     COMP
 AJ3694  Y           -  -4,928,265.207 (meters)                     COMP
 AJ3694  Z           -   3,517,636.552 (meters)                     COMP
 AJ3694  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AJ3694  ELLIP HEIGHT-         489.76  (meters)          (04/12/01) GPS OBS
 AJ3694  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AJ3694
 AJ3694  HORZ ORDER  -  B
 AJ3694  ELLP ORDER  -  THIRD     CLASS II
 AJ3694
 AJ3694.The horizontal coordinates were established by GPS observations
 AJ3694.and adjusted by the National Geodetic Survey in April 2001..
 AJ3694
 AJ3694.The orthometric height was determined by GPS observations and a
 AJ3694.high-resolution geoid model using precise GPS observation and
 AJ3694.processing techniques.
 AJ3694
 AJ3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3694
 AJ3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3694
 AJ3694.The ellipsoidal height was determined by GPS observations
 AJ3694.and is referenced to NAD 83.
 AJ3694
 AJ3694.The geoid height was determined by GEOID03.
 AJ3694
 AJ3694;                    North         East     Units Scale Factor Converg.
 AJ3694;SPC AZ C     -   297,643.742   210,935.752   MT  0.99990007   -0 00 52.2
 AJ3694;SPC AZ C     -   976,521.46    692,046.43   iFT  0.99990007   -0 00 52.2
 AJ3694;UTM  12      - 3,727,554.860   412,610.926   MT  0.99969415   -0 31 22.6
 AJ3694
 AJ3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3694!SPC AZ C     -   0.99992312  x   0.99990007  =   0.99982320
 AJ3694!UTM  12      -   0.99992312  x   0.99969415  =   0.99961729
 AJ3694
 AJ3694                          SUPERSEDED SURVEY CONTROL
 AJ3694
 AJ3694.No superseded survey control is available for this station.
 AJ3694
 AJ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1261127555(NAD 83)
 AJ3694_MARKER: I = METAL ROD
 AJ3694_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3694_STAMPING: 1HH2 1999
 AJ3694_MARK LOGO: MCDOT 
 AJ3694_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ3694_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3694+STABILITY: POSITION/ELEVATION WELL
 AJ3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3694+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ3694_ROD/PIPE-DEPTH: 10.4 meters
 AJ3694_SLEEVE-DEPTH  :  0.8 meters
 AJ3694
 AJ3694  HISTORY     - Date     Condition        Report By
 AJ3694  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3694  HISTORY     - 20040823 GOOD             DEWDAV
 AJ3694  HISTORY     - 20060118 GOOD             EVANS
 AJ3694
 AJ3694                          STATION DESCRIPTION
 AJ3694
 AJ3694'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3694'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3694'RANGE 04 EAST, SECTION 22
 AJ3694'OWNERSHIP - PRIVATE
 AJ3694'TO REACH THE STATION FROM THE JUNCTION OF TATUM BLVD AND PINNACLE PEAK
 AJ3694'ROAD USE A 4 WHEEL DRIVE VEHICLE, DRIVE EAST ON PINNACLE PEAK ROAD 1.5
 AJ3694'MI (2.4 KM) TO A DIRT ROAD ON THE RIGHT (SOUTH), THENCE TURN RIGHT
 AJ3694'(SOUTH) AND DRIVE 0.5 MI (0.8 KM) ALONG THE DIRT ROAD TO AN OPENING IN
 AJ3694'A FENCE ON THE RIGHT (WEST) SIDE, THENCE PASS THROUGH THE OPENING IN
 AJ3694'THE FENCE AND CONTINUE SOUTHERLY FOR  0.5 MI (0.8 KM) ALONG THE DIRT
 AJ3694'ROAD TO THE STATION ON THE LEFT (EAST) SIDE, AS DESCRIBED
 AJ3694'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3694'COMPRESSED ON A 34.0 FOOT (10.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3694'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3694'PVC PIPE WITH A COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1HH2 1999,
 AJ3694'SURROUNDED WITH A CONCRETE COLLAR ABOUT 2 IN ABOVE THE GROUND,
 AJ3694'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3694'STATION TIES
 AJ3694'1.0 MI (1.6 KM) SOUTH OF PINNACLE PEAK ROAD
 AJ3694'45.0 FT (13.7 M) WEST NORTHWEST OF THE GLO PIPE
 AJ3694'43 FT (13.0 M) WEST OF BARBED WIRE FENCE
 AJ3694'30.0 FT (9.1 M) EAST OF THE DIRT ROAD
 AJ3694'4.0 FT (1.2 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3694'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3694'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3694
 AJ3694                          STATION RECOVERY (2004)
 AJ3694
 AJ3694'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ3694'RECOVERED IN GOOD CONDITION.
 AJ3694
 AJ3694                          STATION RECOVERY (2006)
 AJ3694
 AJ3694'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3695 ***********************************************************************
 AJ3695  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3695  DESIGNATION -  1HJ2
 AJ3695  PID         -  AJ3695
 AJ3695  STATE/COUNTY-  AZ/MARICOPA
 AJ3695  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3695
 AJ3695                         *CURRENT SURVEY CONTROL
 AJ3695  ___________________________________________________________________
 AJ3695* NAD 83(1992)-  33 40 07.54725(N)    111 51 24.30412(W)     ADJUSTED  
 AJ3695* NAVD 88     -       585.97   (meters)    1922.5    (feet)  GPS OBS   
 AJ3695  ___________________________________________________________________
 AJ3695  X           -  -1,978,401.300 (meters)                     COMP
 AJ3695  Y           -  -4,932,182.404 (meters)                     COMP
 AJ3695  Z           -   3,516,236.709 (meters)                     COMP
 AJ3695  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 AJ3695  ELLIP HEIGHT-         556.82  (meters)          (04/12/01) GPS OBS
 AJ3695  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AJ3695
 AJ3695  HORZ ORDER  -  B
 AJ3695  ELLP ORDER  -  THIRD     CLASS II
 AJ3695
 AJ3695.The horizontal coordinates were established by GPS observations
 AJ3695.and adjusted by the National Geodetic Survey in April 2001..
 AJ3695
 AJ3695.The orthometric height was determined by GPS observations and a
 AJ3695.high-resolution geoid model using precise GPS observation and
 AJ3695.processing techniques.
 AJ3695
 AJ3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3695
 AJ3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3695
 AJ3695.The ellipsoidal height was determined by GPS observations
 AJ3695.and is referenced to NAD 83.
 AJ3695
 AJ3695.The geoid height was determined by GEOID03.
 AJ3695
 AJ3695;                    North         East     Units Scale Factor Converg.
 AJ3695;SPC AZ C     -   295,918.539   218,916.120   MT  0.99990038   +0 01 59.6
 AJ3695;SPC AZ C     -   970,861.35    718,228.74   iFT  0.99990038   +0 01 59.6
 AJ3695;UTM  12      - 3,725,759.309   420,573.967   MT  0.99967777   -0 28 30.0
 AJ3695
 AJ3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3695!SPC AZ C     -   0.99991259  x   0.99990038  =   0.99981298
 AJ3695!UTM  12      -   0.99991259  x   0.99967777  =   0.99959039
 AJ3695
 AJ3695                          SUPERSEDED SURVEY CONTROL
 AJ3695
 AJ3695.No superseded survey control is available for this station.
 AJ3695
 AJ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2057425759(NAD 83)
 AJ3695_MARKER: I = METAL ROD
 AJ3695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3695+WITH SETTING: INFORMATION.
 AJ3695_STAMPING: 1HJ2
 AJ3695_MARK LOGO: MCDOT 
 AJ3695_PROJECTION: FLUSH
 AJ3695_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3695+STABILITY: POSITION/ELEVATION WELL
 AJ3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3695+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3695_ROD/PIPE-DEPTH:  0.8 meters
 AJ3695_SLEEVE-DEPTH  :  0.8 meters
 AJ3695
 AJ3695  HISTORY     - Date     Condition        Report By
 AJ3695  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3695
 AJ3695                          STATION DESCRIPTION
 AJ3695
 AJ3695'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3695'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 04
 AJ3695'NORTH, RANGE 05 EAST, SECTION 20
 AJ3695'OWNERSHIP - CITY OF SCOTTSDALE
 AJ3695'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3695'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3695'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 3.0 MI (4.8 KM) TO
 AJ3695'THOMPSON PEAK PARKWAY, THENCE TURN RIGHT (EAST) ON THOMPSON PEAK
 AJ3695'PARKWAY 1.4 MI (2.3 KM) TO END OF PAVEMENT, THENCE CONTINUE EAST THEN
 AJ3695'SOUTHERLY TO A STOCK PILES OF ROCKS (APPROX 0.5 MI) ON THE EAST SIDE
 AJ3695'OF THE ROAD, THENCE TURN LEFT (EAST) AT THE ROCKS AND DRIVE EASTERLY
 AJ3695'TO A CLEARED AREA AT THE EAST END OF THE ROAD (IT IS 0.8 MI FROM THE
 AJ3695'END OF PAVEMENT OF THOMPSON PEAK PARKWAY TO WHERE YOU PARK) AND PARK
 AJ3695'AND WALK TO THE STATION AS DESCRIBED
 AJ3695'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3695'COMPRESSED ON A 2.1 FT (0.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3695'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3695'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HJ2 1999, SURROUNDED WITH A
 AJ3695'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3695'MARKER
 AJ3695'STATION TIES
 AJ3695'6.5 FT (2.0 M) SOUTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3695'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3695'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3696 ***********************************************************************
 AJ3696  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3696  DESIGNATION -  1HL1
 AJ3696  PID         -  AJ3696
 AJ3696  STATE/COUNTY-  AZ/MARICOPA
 AJ3696  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3696
 AJ3696                         *CURRENT SURVEY CONTROL
 AJ3696  ___________________________________________________________________
 AJ3696* NAD 83(1992)-  33 41 29.86837(N)    111 43 42.19279(W)     ADJUSTED  
 AJ3696* NAVD 88     -       596.69   (meters)    1957.6    (feet)  GPS OBS   
 AJ3696  ___________________________________________________________________
 AJ3696  X           -  -1,966,828.945 (meters)                     COMP
 AJ3696  Y           -  -4,935,303.991 (meters)                     COMP
 AJ3696  Z           -   3,518,353.457 (meters)                     COMP
 AJ3696  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ3696  ELLIP HEIGHT-         567.58  (meters)          (04/12/01) GPS OBS
 AJ3696  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AJ3696
 AJ3696  HORZ ORDER  -  B
 AJ3696  ELLP ORDER  -  THIRD     CLASS II
 AJ3696
 AJ3696.The horizontal coordinates were established by GPS observations
 AJ3696.and adjusted by the National Geodetic Survey in April 2001..
 AJ3696
 AJ3696.The orthometric height was determined by GPS observations and a
 AJ3696.high-resolution geoid model using precise GPS observation and
 AJ3696.processing techniques.
 AJ3696
 AJ3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3696
 AJ3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3696
 AJ3696.The ellipsoidal height was determined by GPS observations
 AJ3696.and is referenced to NAD 83.
 AJ3696
 AJ3696.The geoid height was determined by GEOID03.
 AJ3696
 AJ3696;                    North         East     Units Scale Factor Converg.
 AJ3696;SPC AZ C     -   298,468.912   230,815.055   MT  0.99990375   +0 06 16.0
 AJ3696;SPC AZ C     -   979,228.71    757,267.24   iFT  0.99990375   +0 06 16.0
 AJ3696;UTM  12      - 3,728,203.434   432,492.259   MT  0.99965618   -0 24 14.6
 AJ3696
 AJ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3696!SPC AZ C     -   0.99991090  x   0.99990375  =   0.99981466
 AJ3696!UTM  12      -   0.99991090  x   0.99965618  =   0.99956711
 AJ3696
 AJ3696                          SUPERSEDED SURVEY CONTROL
 AJ3696
 AJ3696.No superseded survey control is available for this station.
 AJ3696
 AJ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3249228203(NAD 83)
 AJ3696_MARKER: I = METAL ROD
 AJ3696_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3696+WITH SETTING: INFORMATION.
 AJ3696_STAMPING: 1HL1 1999
 AJ3696_MARK LOGO: MCDOT 
 AJ3696_PROJECTION: FLUSH
 AJ3696_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3696+STABILITY: POSITION/ELEVATION WELL
 AJ3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3696+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3696_ROD/PIPE-DEPTH:  2.7 meters
 AJ3696_SLEEVE-DEPTH  :  0.8 meters
 AJ3696
 AJ3696  HISTORY     - Date     Condition        Report By
 AJ3696  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3696
 AJ3696                          STATION DESCRIPTION
 AJ3696
 AJ3696'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3696'THE STATION IS LOCATED WITHIN THE MCDOWELL MOUNTAIN REGIONAL PARK,
 AJ3696'TOWNSHIP 04 NORTH, RANGE 06 EAST, SECTION 15
 AJ3696'OWNERSHIP - MARICOPA COUNTY (MCDOWELL MOUNTAIN REGIONAL PARK) -
 AJ3696'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3696'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3696'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3696'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3696'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3696'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3696'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3696'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3696'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3696'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 3.6 MI
 AJ3696'(5.8 KM) TO MCDOWELL MTN PARK DIVE, THENCE TURN LEFT (WEST) AND DRIVE
 AJ3696'2.7 MI (3.9 KM) TO THE EAST SIDE OF A WASH WITH 3 PIPES, PARK AND WALK
 AJ3696'SOUTHERLY 100 FT (30.5 M) TO THE STATION AS DESCRIBED
 AJ3696'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3696'COMPRESSED ON A 7.1 FOOT (2.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3696'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3696'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HL1 1999, SURROUNDED WITH A
 AJ3696'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3696'MARKER
 AJ3696'STATION TIES
 AJ3696'100.0 FEET (30.5 M) SOUTH OF THE CENTERLINE OF MCDOWELL MTN PARK DRIVE
 AJ3696'25.0 FEET (7.6 M) SOUTH OF THE WASH
 AJ3696'3.0 FEET (0.9 M) SOUTHEAST OF THE WHITE CARSONITE MARKER
 AJ3696'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3696'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3868 ***********************************************************************
 AJ3868  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3868  DESIGNATION -  1IA1
 AJ3868  PID         -  AJ3868
 AJ3868  STATE/COUNTY-  AZ/MARICOPA
 AJ3868  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3868
 AJ3868                         *CURRENT SURVEY CONTROL
 AJ3868  ___________________________________________________________________
 AJ3868* NAD 83(1992)-  33 43 30.00049(N)    112 18 29.97421(W)     ADJUSTED  
 AJ3868* NAVD 88     -       405.76   (meters)    1331.2    (feet)  GPS OBS   
 AJ3868  ___________________________________________________________________
 AJ3868  X           -  -2,015,841.481 (meters)                     COMP
 AJ3868  Y           -  -4,913,095.637 (meters)                     COMP
 AJ3868  Z           -   3,521,326.392 (meters)                     COMP
 AJ3868  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3868  ELLIP HEIGHT-         376.01  (meters)          (04/12/01) GPS OBS
 AJ3868  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3868
 AJ3868  HORZ ORDER  -  B
 AJ3868  ELLP ORDER  -  THIRD     CLASS II
 AJ3868
 AJ3868.The horizontal coordinates were established by GPS observations
 AJ3868.and adjusted by the National Geodetic Survey in April 2001..
 AJ3868
 AJ3868.The orthometric height was determined by GPS observations and a
 AJ3868.high-resolution geoid model using precise GPS observation and
 AJ3868.processing techniques.
 AJ3868
 AJ3868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3868
 AJ3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3868
 AJ3868.The ellipsoidal height was determined by GPS observations
 AJ3868.and is referenced to NAD 83.
 AJ3868
 AJ3868.The geoid height was determined by GEOID03.
 AJ3868
 AJ3868;                    North         East     Units Scale Factor Converg.
 AJ3868;SPC AZ C     -   302,222.818   177,063.959   MT  0.99991624   -0 13 02.8
 AJ3868;SPC AZ C     -   991,544.68    580,918.50   iFT  0.99991624   -0 13 02.8
 AJ3868;UTM  12      - 3,732,433.666   378,786.893   MT  0.99978113   -0 43 35.3
 AJ3868
 AJ3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3868!SPC AZ C     -   0.99994097  x   0.99991624  =   0.99985722
 AJ3868!UTM  12      -   0.99994097  x   0.99978113  =   0.99972212
 AJ3868
 AJ3868                          SUPERSEDED SURVEY CONTROL
 AJ3868
 AJ3868.No superseded survey control is available for this station.
 AJ3868
 AJ3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7878732434(NAD 83)
 AJ3868_MARKER: I = METAL ROD
 AJ3868_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3868+WITH SETTING: INFORMATION.
 AJ3868_STAMPING: 1IA1 1999
 AJ3868_MARK LOGO: MCDOT 
 AJ3868_PROJECTION: FLUSH
 AJ3868_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3868+STABILITY: POSITION/ELEVATION WELL
 AJ3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3868+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 AJ3868_ROD/PIPE-DEPTH:  1.2 meters
 AJ3868_SLEEVE-DEPTH  :  0.8 meters
 AJ3868
 AJ3868  HISTORY     - Date     Condition        Report By
 AJ3868  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3868  HISTORY     - 20040801 GOOD             USPSQD
 AJ3868
 AJ3868                          STATION DESCRIPTION
 AJ3868
 AJ3868'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3868'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF SUN CITY
 AJ3868'WEST, TOWNSHIP 5 NORTH, RANGE 1 WEST, SECTION 36
 AJ3868'OWNERSHIP - PRIVATE
 AJ3868'TO REACH THE STATION FROM THE JUNCTION OF US 74 AND LAKE PLEASANT
 AJ3868'ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 5.5 MI (8.9 KM) TO THE
 AJ3868'INTERSECTION OF JOMAX ROAD AND LAKE PLEASANT ROAD, THENCE TURN RIGHT
 AJ3868'(WEST) ONTO JOMAX ROAD AND DRIVE 1.2 MI (1.9 KM) TO THE INTERSECTION
 AJ3868'OF 107TH AVE AND JOMAX ROAD, THENCE CONTINUE DRIVING NORTHWESTERLY ON
 AJ3868'JOMAX ROAD 0.3 MI (0.5 KM) TO THE END OF PAVEMENT, THENCE CONTINUE
 AJ3868'DRIVING NORTHWEST ON THE DIRT ROAD 0.4 MI (0.6 KM) PASSING DIRT ROAD
 AJ3868'ON THE LEFT, THENCE CONTINUE DRIVING NORTHWEST ON THE DIRT ROAD 0.1 MI
 AJ3868'(0.2 KM) PASSING A DIRT ROAD ON THE RIGHT, THENCE CONTINUE DRIVING
 AJ3868'NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY 0.7 MI (1.1 KM) PASSING A
 AJ3868'DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING SOUTHWESTERLY 0.5 MI
 AJ3868'(0.8 KM) TO 115TH AVENUE (DIRT ROAD) , THENCE TURN LEFT (SOUTH) ONTO
 AJ3868'115TH AVE AND DRIVE SOUTH ABOUT 35 FT (10.7 M) TO THE STATION 10 FT
 AJ3868'(3.0 M) RIGHT (WEST) OF THE DIRT ROAD
 AJ3868'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3868'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3868'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3868'COVER STAMPED 1IA1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3868'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3868'STATION TIES -
 AJ3868'10 FT (3.0 M) WEST OF THE EDGE OF 115TH AVENUE
 AJ3868'35 FT (10.7 M) SOUTH OF DIRT ROAD
 AJ3868'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3868'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3868
 AJ3868                          STATION RECOVERY (2004)
 AJ3868
 AJ3868'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3869 ***********************************************************************
 AJ3869  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3869  DESIGNATION -  1IC1
 AJ3869  PID         -  AJ3869
 AJ3869  STATE/COUNTY-  AZ/MARICOPA
 AJ3869  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3869
 AJ3869                         *CURRENT SURVEY CONTROL
 AJ3869  ___________________________________________________________________
 AJ3869* NAD 83(1992)-  33 43 30.62700(N)    112 12 12.40790(W)     ADJUSTED  
 AJ3869* NAVD 88     -       432.88   (meters)    1420.2    (feet)  GPS OBS   
 AJ3869  ___________________________________________________________________
 AJ3869  X           -  -2,006,849.254 (meters)                     COMP
 AJ3869  Y           -  -4,916,788.494 (meters)                     COMP
 AJ3869  Z           -   3,521,357.610 (meters)                     COMP
 AJ3869  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3869  ELLIP HEIGHT-         403.32  (meters)          (04/12/01) GPS OBS
 AJ3869  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3869
 AJ3869  HORZ ORDER  -  B
 AJ3869  ELLP ORDER  -  THIRD     CLASS II
 AJ3869
 AJ3869.The horizontal coordinates were established by GPS observations
 AJ3869.and adjusted by the National Geodetic Survey in April 2001..
 AJ3869
 AJ3869.The orthometric height was determined by GPS observations and a
 AJ3869.high-resolution geoid model using precise GPS observation and
 AJ3869.processing techniques.
 AJ3869
 AJ3869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3869
 AJ3869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3869
 AJ3869.The ellipsoidal height was determined by GPS observations
 AJ3869.and is referenced to NAD 83.
 AJ3869
 AJ3869.The geoid height was determined by GEOID03.
 AJ3869
 AJ3869;                    North         East     Units Scale Factor Converg.
 AJ3869;SPC AZ C     -   302,210.170   186,783.492   MT  0.99990870   -0 09 33.2
 AJ3869;SPC AZ C     -   991,503.18    612,806.73   iFT  0.99990870   -0 09 33.2
 AJ3869;UTM  12      - 3,732,334.685   388,504.518   MT  0.99975325   -0 40 05.6
 AJ3869
 AJ3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3869!SPC AZ C     -   0.99993669  x   0.99990870  =   0.99984539
 AJ3869!UTM  12      -   0.99993669  x   0.99975325  =   0.99968995
 AJ3869
 AJ3869                          SUPERSEDED SURVEY CONTROL
 AJ3869
 AJ3869.No superseded survey control is available for this station.
 AJ3869
 AJ3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8850532335(NAD 83)
 AJ3869_MARKER: I = METAL ROD
 AJ3869_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3869+WITH SETTING: INFORMATION.
 AJ3869_STAMPING: 1IC1
 AJ3869_MARK LOGO: MCDOT 
 AJ3869_PROJECTION: FLUSH
 AJ3869_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3869+STABILITY: POSITION/ELEVATION WELL
 AJ3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3869+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3869_ROD/PIPE-DEPTH:  1.2 meters
 AJ3869_SLEEVE-DEPTH  :  0.8 meters
 AJ3869
 AJ3869  HISTORY     - Date     Condition        Report By
 AJ3869  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3869
 AJ3869                          STATION DESCRIPTION
 AJ3869
 AJ3869'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3869'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 5 NORTH,
 AJ3869'RANGE 1 EAST, SECTION 36
 AJ3869'OWNERSHIP - MARICOPA FOOD EASEMENT/ PRIVATE
 AJ3869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 AND 67TH
 AJ3869'AVENUE AT EXIT 18, DRIVE NORTH ON 67TH AVENUE 3.9 MI (6.3 KM) TO THE
 AJ3869'INTERSECTION OF JOMAX ROAD AND 67TH AVENUE, THENCE TURN LEFT (WEST)
 AJ3869'ONTO JOMAX ROAD AND DRIVE WESTERLY 75 FT (22.9 M) TO THE STATION ON
 AJ3869'THE RIGHT 40 FT (12.2 M) NORTH OF JOMAX ROAD
 AJ3869'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3869'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3869'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3869'COVER STAMPED 1IC1, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3869'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3869'STATION TIES -
 AJ3869'40 FT (12.2 M) NORTH OF JOMAX ROAD
 AJ3869'75 FT (22.9 M) WEST OF A DIRT ROAD
 AJ3869'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3869'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3697 ***********************************************************************
 AJ3697  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3697  DESIGNATION -  1IE1
 AJ3697  PID         -  AJ3697
 AJ3697  STATE/COUNTY-  AZ/MARICOPA
 AJ3697  USGS QUAD   -  UNION HILLS (1981)
 AJ3697
 AJ3697                         *CURRENT SURVEY CONTROL
 AJ3697  ___________________________________________________________________
 AJ3697* NAD 83(1992)-  33 43 32.98889(N)    112 06 00.32775(W)     ADJUSTED  
 AJ3697* NAVD 88     -       457.48   (meters)    1500.9    (feet)  GPS OBS   
 AJ3697  ___________________________________________________________________
 AJ3697  X           -  -1,997,969.176 (meters)                     COMP
 AJ3697  Y           -  -4,920,382.305 (meters)                     COMP
 AJ3697  Z           -   3,521,431.902 (meters)                     COMP
 AJ3697  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AJ3697  ELLIP HEIGHT-         428.11  (meters)          (04/12/01) GPS OBS
 AJ3697  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AJ3697
 AJ3697  HORZ ORDER  -  B
 AJ3697  ELLP ORDER  -  THIRD     CLASS II
 AJ3697
 AJ3697.The horizontal coordinates were established by GPS observations
 AJ3697.and adjusted by the National Geodetic Survey in April 2001..
 AJ3697
 AJ3697.The orthometric height was determined by GPS observations and a
 AJ3697.high-resolution geoid model using precise GPS observation and
 AJ3697.processing techniques.
 AJ3697
 AJ3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3697
 AJ3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3697
 AJ3697.The ellipsoidal height was determined by GPS observations
 AJ3697.and is referenced to NAD 83.
 AJ3697
 AJ3697.The geoid height was determined by GEOID03.
 AJ3697
 AJ3697;                    North         East     Units Scale Factor Converg.
 AJ3697;SPC AZ C     -   302,261.113   196,361.820   MT  0.99990356   -0 06 06.6
 AJ3697;SPC AZ C     -   991,670.32    644,231.69   iFT  0.99990356   -0 06 06.6
 AJ3697;UTM  12      - 3,732,300.540   398,081.335   MT  0.99972805   -0 36 39.0
 AJ3697
 AJ3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3697!SPC AZ C     -   0.99993280  x   0.99990356  =   0.99983636
 AJ3697!UTM  12      -   0.99993280  x   0.99972805  =   0.99966086
 AJ3697
 AJ3697                          SUPERSEDED SURVEY CONTROL
 AJ3697
 AJ3697.No superseded survey control is available for this station.
 AJ3697
 AJ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9808132301(NAD 83)
 AJ3697_MARKER: I = METAL ROD
 AJ3697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3697+WITH SETTING: INFORMATION.
 AJ3697_STAMPING: 1IE1 1999
 AJ3697_MARK LOGO: MCDOT 
 AJ3697_PROJECTION: FLUSH
 AJ3697_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3697+STABILITY: POSITION/ELEVATION WELL
 AJ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3697+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3697_ROD/PIPE-DEPTH:  1.2 meters
 AJ3697_SLEEVE-DEPTH  :  0.8 meters
 AJ3697
 AJ3697  HISTORY     - Date     Condition        Report By
 AJ3697  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3697  HISTORY     - 20050607 POOR             MCDOT
 AJ3697
 AJ3697                          STATION DESCRIPTION
 AJ3697
 AJ3697'DESCRIBED BY MARICOPA CO DOT 1999 (CS)
 AJ3697'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3697'RANGE 02 EAST, SECTION 1
 AJ3697'OWNERSHIP - PRIVATE, MARICOPA COUNTY FLOOD CONTROL DISTRICT EASEMENT
 AJ3697'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND HAPPY VALLEY ROAD
 AJ3697'(EXIT 217B) , DRIVE EAST ABOUT 0.9 MI (1.4 KM) TO THE INTERSECTION OF
 AJ3697'19TH AVENUE, THENCE TURN LEFT (NORTH) ON 19TH AVENUE (A DIRT ROAD) AND
 AJ3697'DRIVE NORTH FOR 1.0 MI (1.6 KM) TO THE STATION AS DESCRIBED
 AJ3697'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3697'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3697'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3697'WITH A COUNTY LOGO ACCESS COVER STAMPED 1IE1 1999, SURROUNDED WITH A
 AJ3697'CONCRETE COLLAR FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3697'STATION TIES
 AJ3697'5.0 FT (1.5 M) NORTH OF THE NORTHWEST CORNER OF THE BARBED WIRE FENCE
 AJ3697'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3697'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3697
 AJ3697                          STATION RECOVERY (2005)
 AJ3697
 AJ3697'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3697'I WAS INFORMED BY A CONTRACTOR THAT THE MONUMENT WAS GOING TO BE
 AJ3697'DESTROYED DO TO ROAD CONSTRUCTION IN THE NEXT WEEK OR TWO. NO CHANCE
 AJ3697'OF IT BEING SAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3698 ***********************************************************************
 AJ3698  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3698  DESIGNATION -  1IG2
 AJ3698  PID         -  AJ3698
 AJ3698  STATE/COUNTY-  AZ/MARICOPA
 AJ3698  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3698
 AJ3698                         *CURRENT SURVEY CONTROL
 AJ3698  ___________________________________________________________________
 AJ3698* NAD 83(1992)-  33 43 23.67358(N)    111 59 53.27469(W)     ADJUSTED  
 AJ3698* NAVD 88     -       522.06   (meters)    1712.8    (feet)  GPS OBS   
 AJ3698  ___________________________________________________________________
 AJ3698  X           -  -1,989,289.937 (meters)                     COMP
 AJ3698  Y           -  -4,924,127.612 (meters)                     COMP
 AJ3698  Z           -   3,521,229.107 (meters)                     COMP
 AJ3698  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AJ3698  ELLIP HEIGHT-         492.83  (meters)          (04/12/01) GPS OBS
 AJ3698  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AJ3698
 AJ3698  HORZ ORDER  -  B
 AJ3698  ELLP ORDER  -  THIRD     CLASS II
 AJ3698
 AJ3698.The horizontal coordinates were established by GPS observations
 AJ3698.and adjusted by the National Geodetic Survey in April 2001..
 AJ3698
 AJ3698.The orthometric height was determined by GPS observations and a
 AJ3698.high-resolution geoid model using precise GPS observation and
 AJ3698.processing techniques.
 AJ3698
 AJ3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3698
 AJ3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3698
 AJ3698.The ellipsoidal height was determined by GPS observations
 AJ3698.and is referenced to NAD 83.
 AJ3698
 AJ3698.The geoid height was determined by GEOID03.
 AJ3698
 AJ3698;                    North         East     Units Scale Factor Converg.
 AJ3698;SPC AZ C     -   301,962.006   205,810.290   MT  0.99990070   -0 02 42.8
 AJ3698;SPC AZ C     -   990,689.00    675,230.61   iFT  0.99990070   -0 02 42.8
 AJ3698;UTM  12      - 3,731,917.583   407,525.025   MT  0.99970542   -0 33 15.1
 AJ3698
 AJ3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3698!SPC AZ C     -   0.99992264  x   0.99990070  =   0.99982334
 AJ3698!UTM  12      -   0.99992264  x   0.99970542  =   0.99962808
 AJ3698
 AJ3698                          SUPERSEDED SURVEY CONTROL
 AJ3698
 AJ3698.No superseded survey control is available for this station.
 AJ3698
 AJ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0752531918(NAD 83)
 AJ3698_MARKER: I = METAL ROD
 AJ3698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3698+WITH SETTING: INFORMATION.
 AJ3698_STAMPING: 1IG2 1999
 AJ3698_MARK LOGO: MCDOT 
 AJ3698_PROJECTION: FLUSH
 AJ3698_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3698+STABILITY: POSITION/ELEVATION WELL
 AJ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3698+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3698_ROD/PIPE-DEPTH:  2.4 meters
 AJ3698_SLEEVE-DEPTH  :  0.8 meters
 AJ3698
 AJ3698  HISTORY     - Date     Condition        Report By
 AJ3698  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3698
 AJ3698                          STATION DESCRIPTION
 AJ3698
 AJ3698'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3698'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3698'RANGE 03 EAST, SECTION 1
 AJ3698'OWNERSHIP - STATE OF ARIZONA
 AJ3698'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3698'41) , DRIVE WEST ON BELL ROAD 8.0 MI (12.9 KM) TO CAVE CREEK ROAD,
 AJ3698'THENCE TURN RIGHT (NORTH) DRIVE NORTH ON CAVE CREEK ROAD ABOUT 6.0 TO
 AJ3698'JOMAX ROAD, THENCE TURN RIGHT (EAST) JOMAX ROAD AND DRIVE 0.7 MI (1.1
 AJ3698'KM) TO 40TH STREET, THENCE TURN RIGHT (SOUTH) AND DRIVE 0.2 MI (0.3
 AJ3698'KM) AND PARK (0.1 MI (0.2 KM) NORTH OF A FLOOD CONTROL DISTRICT LEVY),
 AJ3698'THENCE HIKE WEST 420 FT (128.0 M) FROM A FENCE ALONG THE WEST SIDE OF
 AJ3698'40TH STREET, CROSSING A FAINT DIRT ROAD AND A 5 FT (1.5 M) WIDE STREAM
 AJ3698'BED TO THE STATION,
 AJ3698'OR YOU CAN PROCEED SOUTH ON DIRT ROAD FOR 0.4 MI (0.6 KM) FROM JOMAX
 AJ3698'TO A GREEN GATE WITH A STATE LAND SIGN, PASS THRU THE GATE FOLLOWING
 AJ3698'THE DIRT ROAD 0.1 MI (0.2 KM) SOUTH TO A DIRT ROAD TO THE WEST, THENCE
 AJ3698'TURN RIGHT (WEST) DRIVE 0.1 MI TO THE CENTERLINE OF A STREAM BED,
 AJ3698'THENCE CONTINUE TO FOLLOW THE DIRT ROAD FOR 0.2 MILES NORTHERLY 0.2 MI
 AJ3698'TO NORTH SIDE OF THE FLOOD CONTROL LEVY, THENCE CONTINUE NORTH ALONG
 AJ3698'THE FAINT DIRT ROAD 0.1 MI (0.2 KM) AND PARK, WALK TO THE STATION AS
 AJ3698'DESCRIBED
 AJ3698'DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A
 AJ3698'8.0 FT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 1
 AJ3698'INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3698'LOGO ACCESS COVER STAMPED 1IG2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3698'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3698'STATION TIES
 AJ3698'420 FT (128.0 M) WEST OF THE FENCE ALONG THE WEST SIDE OF 40TH STREET
 AJ3698'40 FT (12.2 M) SOUTHEAST OF A SAGUARO CACTUS
 AJ3698'4.2 FT (1.3 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3698'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3698'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3699 ***********************************************************************
 AJ3699  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3699  DESIGNATION -  1II1
 AJ3699  PID         -  AJ3699
 AJ3699  STATE/COUNTY-  AZ/MARICOPA
 AJ3699  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3699
 AJ3699                         *CURRENT SURVEY CONTROL
 AJ3699  ___________________________________________________________________
 AJ3699* NAD 83(1992)-  33 43 50.61595(N)    111 53 25.05710(W)     ADJUSTED  
 AJ3699* NAVD 88     -       675.54   (meters)    2216.3    (feet)  GPS OBS   
 AJ3699  ___________________________________________________________________
 AJ3699  X           -  -1,979,894.362 (meters)                     COMP
 AJ3699  Y           -  -4,927,553.890 (meters)                     COMP
 AJ3699  Z           -   3,522,004.896 (meters)                     COMP
 AJ3699  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AJ3699  ELLIP HEIGHT-         646.52  (meters)          (04/12/01) GPS OBS
 AJ3699  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AJ3699
 AJ3699  HORZ ORDER  -  B
 AJ3699  ELLP ORDER  -  THIRD     CLASS II
 AJ3699
 AJ3699.The horizontal coordinates were established by GPS observations
 AJ3699.and adjusted by the National Geodetic Survey in April 2001..
 AJ3699
 AJ3699.The orthometric height was determined by GPS observations and a
 AJ3699.high-resolution geoid model using precise GPS observation and
 AJ3699.processing techniques.
 AJ3699
 AJ3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3699
 AJ3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3699
 AJ3699.The ellipsoidal height was determined by GPS observations
 AJ3699.and is referenced to NAD 83.
 AJ3699
 AJ3699.The geoid height was determined by GEOID03.
 AJ3699
 AJ3699;                    North         East     Units Scale Factor Converg.
 AJ3699;SPC AZ C     -   302,789.361   215,803.883   MT  0.99990007   +0 00 52.7
 AJ3699;SPC AZ C     -   993,403.42    708,017.99   iFT  0.99990007   +0 00 52.7
 AJ3699;UTM  12      - 3,732,655.974   417,523.515   MT  0.99968386   -0 29 39.8
 AJ3699
 AJ3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3699!SPC AZ C     -   0.99989851  x   0.99990007  =   0.99979859
 AJ3699!UTM  12      -   0.99989851  x   0.99968386  =   0.99958241
 AJ3699
 AJ3699                          SUPERSEDED SURVEY CONTROL
 AJ3699
 AJ3699.No superseded survey control is available for this station.
 AJ3699
 AJ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1752432656(NAD 83)
 AJ3699_MARKER: I = METAL ROD
 AJ3699_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3699+WITH SETTING: INFORMATION.
 AJ3699_STAMPING: 1II1 1999
 AJ3699_MARK LOGO: MCDOT 
 AJ3699_PROJECTION: FLUSH
 AJ3699_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3699+STABILITY: POSITION/ELEVATION WELL
 AJ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3699+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ3699_ROD/PIPE-DEPTH:  2.0 meters
 AJ3699_SLEEVE-DEPTH  :  0.8 meters
 AJ3699
 AJ3699  HISTORY     - Date     Condition        Report By
 AJ3699  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3699  HISTORY     - 20020928 GOOD             USPSQD
 AJ3699  HISTORY     - 20040823 GOOD             DEWDAV
 AJ3699  HISTORY     - 20060118 GOOD             EVANS
 AJ3699
 AJ3699                          STATION DESCRIPTION
 AJ3699
 AJ3699'DESCRIBED BY MARICOPA CO DOT 1999 (RBJ)
 AJ3699'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 05
 AJ3699'NORTH, RANGE 05 EAST, SECTION 31
 AJ3699'OWNERSHIP - STATE
 AJ3699'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3699'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3699'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 6.0 MI (9.7 KM) TO
 AJ3699'JOMAX ROAD, THENCE CONTINUE TO DRIVE ALONG PIMA ROAD FOR 300 FT (91.4
 AJ3699'M) TO A DIRT ROAD ON THE RIGHT (EAST) SIDE, THENCE TURN RIGHT (EAST)
 AJ3699'ON THE DIRT ROAD AND DRIVE NORTHERLY 0.2 MI (0.3 KM) TO A FORK IN THE
 AJ3699'ROAD, THENCE TAKE THE RIGHT (EAST) FORK AND DRIVE ABOUT 180 FT (54.9
 AJ3699'M) AND PARK, WALK TO THE STATION AS DESCRIBED
 AJ3699'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3699'COMPRESSED ON A 6.5 FT (1.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3699'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3699'WITH A COUNTY LOGO ACCESS COVER STAMPED 1II1 1999, SURROUNDED WITH A
 AJ3699'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3699'MARKER
 AJ3699'STATION TIES
 AJ3699'56 FT (17.1 M) NORTHEAST OF A SAGUARO CACTUS
 AJ3699'52 FT (15.8 M) SOUTH OF A SAGUARO CACTUS
 AJ3699'22 FT (6.7 M) NORTHWEST OF THE DIRT ROAD
 AJ3699'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3699'SOUTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3699'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3699'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3699
 AJ3699                          STATION RECOVERY (2002)
 AJ3699
 AJ3699'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3699'FOUND IN GOOD CONDITION BUT COVER IS BROKEN.
 AJ3699
 AJ3699                          STATION RECOVERY (2004)
 AJ3699
 AJ3699'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ3699'RECOVERED IN GOOD CONDITION.
 AJ3699
 AJ3699                          STATION RECOVERY (2006)
 AJ3699
 AJ3699'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3700 ***********************************************************************
 AJ3700  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3700  DESIGNATION -  1IK1
 AJ3700  PID         -  AJ3700
 AJ3700  STATE/COUNTY-  AZ/MARICOPA
 AJ3700  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3700
 AJ3700                         *CURRENT SURVEY CONTROL
 AJ3700  ___________________________________________________________________
 AJ3700* NAD 83(1992)-  33 43 36.34740(N)    111 47 44.12070(W)     ADJUSTED  
 AJ3700* NAVD 88     -       772.92   (meters)    2535.8    (feet)  GPS OBS   
 AJ3700  ___________________________________________________________________
 AJ3700  X           -  -1,971,867.620 (meters)                     COMP
 AJ3700  Y           -  -4,931,121.684 (meters)                     COMP
 AJ3700  Z           -   3,521,693.356 (meters)                     COMP
 AJ3700  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ3700  ELLIP HEIGHT-         743.99  (meters)          (04/12/01) GPS OBS
 AJ3700  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AJ3700
 AJ3700  HORZ ORDER  -  B
 AJ3700  ELLP ORDER  -  THIRD     CLASS II
 AJ3700
 AJ3700.The horizontal coordinates were established by GPS observations
 AJ3700.and adjusted by the National Geodetic Survey in April 2001..
 AJ3700
 AJ3700.The orthometric height was determined by GPS observations and a
 AJ3700.high-resolution geoid model using precise GPS observation and
 AJ3700.processing techniques.
 AJ3700
 AJ3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3700
 AJ3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3700
 AJ3700.The ellipsoidal height was determined by GPS observations
 AJ3700.and is referenced to NAD 83.
 AJ3700
 AJ3700.The geoid height was determined by GEOID03.
 AJ3700
 AJ3700;                    North         East     Units Scale Factor Converg.
 AJ3700;SPC AZ C     -   302,356.055   224,580.295   MT  0.99990155   +0 04 02.0
 AJ3700;SPC AZ C     -   991,981.81    736,811.99   iFT  0.99990155   +0 04 02.0
 AJ3700;UTM  12      - 3,732,144.832   426,293.754   MT  0.99966697   -0 26 30.3
 AJ3700
 AJ3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3700!SPC AZ C     -   0.99988322  x   0.99990155  =   0.99978478
 AJ3700!UTM  12      -   0.99988322  x   0.99966697  =   0.99955022
 AJ3700
 AJ3700                          SUPERSEDED SURVEY CONTROL
 AJ3700
 AJ3700.No superseded survey control is available for this station.
 AJ3700
 AJ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2629432145(NAD 83)
 AJ3700_MARKER: I = METAL ROD
 AJ3700_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3700+WITH SETTING: INFORMATION.
 AJ3700_STAMPING: 1IK1 1999
 AJ3700_MARK LOGO: MCDOT 
 AJ3700_PROJECTION: FLUSH
 AJ3700_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3700+STABILITY: POSITION/ELEVATION WELL
 AJ3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3700+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3700_ROD/PIPE-DEPTH:  1.8 meters
 AJ3700_SLEEVE-DEPTH  :  0.8 meters
 AJ3700
 AJ3700  HISTORY     - Date     Condition        Report By
 AJ3700  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3700
 AJ3700                          STATION DESCRIPTION
 AJ3700
 AJ3700'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3700'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 04
 AJ3700'NORTH, RANGE 05 EAST, SECTION 1
 AJ3700'OWNERSHIP -BLM
 AJ3700'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3700'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3700'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 7.0 MI (11.3 KM)
 AJ3700'TO DYNAMITE BLVD, THENCE TURN RIGHT (EAST) DYNAMITE BLVD DRIVE ABOUT
 AJ3700'2.75 MI (4.43 KM) TO THE INTERSECTION OF ALMA SCHOOL PARKWAY WHERE THE
 AJ3700'ROAD BECOMES RIO VERDE DRIVE, CONTINUE 2.75 MI (4.43 KM) EAST ALONG
 AJ3700'RIO VERDE DRIVE TO 132ND STREET (A DIRT ROAD) , THENCE TURN RIGHT
 AJ3700'(SOUTH) DRIVE 2.9 MI (4.7 KM) PASSED TWO HOUSES TO JOMAX ROAD AND
 AJ3700'PARK, WALK TO THE STATION AS DESCRIBED
 AJ3700'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3700'COMPRESSED ON A 5.8 FT (1.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3700'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3700'WITH A COUNTY LOGO ACCESS COVER STAMPED 1IK1 1999, SURROUNDED WITH A
 AJ3700'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3700'MARKER
 AJ3700'STATION TIES
 AJ3700'30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF JOMAX ROAD IN LINE WITH
 AJ3700'CENTERLINE OF 132ND STREET
 AJ3700'5.0 FT (1.5 M) NORTHWEST OF THE WHITE CARSONITE MARKER
 AJ3700'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3700'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3701 ***********************************************************************
 AJ3701  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3701  DESIGNATION -  1IM2
 AJ3701  PID         -  AJ3701
 AJ3701  STATE/COUNTY-  AZ/MARICOPA
 AJ3701  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3701
 AJ3701                         *CURRENT SURVEY CONTROL
 AJ3701  ___________________________________________________________________
 AJ3701* NAD 83(1992)-  33 43 36.94358(N)    111 41 08.51533(W)     ADJUSTED  
 AJ3701* NAVD 88     -       510.94   (meters)    1676.3    (feet)  GPS OBS   
 AJ3701  ___________________________________________________________________
 AJ3701  X           -  -1,962,322.047 (meters)                     COMP
 AJ3701  Y           -  -4,934,682.532 (meters)                     COMP
 AJ3701  Z           -   3,521,563.119 (meters)                     COMP
 AJ3701  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AJ3701  ELLIP HEIGHT-         481.91  (meters)          (04/12/01) GPS OBS
 AJ3701  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AJ3701
 AJ3701  HORZ ORDER  -  B
 AJ3701  ELLP ORDER  -  THIRD     CLASS II
 AJ3701
 AJ3701.The horizontal coordinates were established by GPS observations
 AJ3701.and adjusted by the National Geodetic Survey in April 2001..
 AJ3701
 AJ3701.The orthometric height was determined by GPS observations and a
 AJ3701.high-resolution geoid model using precise GPS observation and
 AJ3701.processing techniques.
 AJ3701
 AJ3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3701
 AJ3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3701
 AJ3701.The ellipsoidal height was determined by GPS observations
 AJ3701.and is referenced to NAD 83.
 AJ3701
 AJ3701.The geoid height was determined by GEOID03.
 AJ3701
 AJ3701;                    North         East     Units Scale Factor Converg.
 AJ3701;SPC AZ C     -   302,391.793   234,763.844   MT  0.99990565   +0 07 41.7
 AJ3701;SPC AZ C     -   992,099.06    770,222.59   iFT  0.99990565   +0 07 41.7
 AJ3701;UTM  12      - 3,732,090.119   436,474.721   MT  0.99964975   -0 22 50.7
 AJ3701
 AJ3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3701!SPC AZ C     -   0.99992435  x   0.99990565  =   0.99983001
 AJ3701!UTM  12      -   0.99992435  x   0.99964975  =   0.99957413
 AJ3701
 AJ3701                          SUPERSEDED SURVEY CONTROL
 AJ3701
 AJ3701.No superseded survey control is available for this station.
 AJ3701
 AJ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3647532090(NAD 83)
 AJ3701_MARKER: I = METAL ROD
 AJ3701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3701+WITH SETTING: INFORMATION.
 AJ3701_STAMPING: 1IM2 1999
 AJ3701_MARK LOGO: MCDOT 
 AJ3701_PROJECTION: FLUSH
 AJ3701_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3701+STABILITY: POSITION/ELEVATION WELL
 AJ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3701+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3701_ROD/PIPE-DEPTH:  1.5 meters
 AJ3701_SLEEVE-DEPTH  :  0.8 meters
 AJ3701
 AJ3701  HISTORY     - Date     Condition        Report By
 AJ3701  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3701
 AJ3701                          STATION DESCRIPTION
 AJ3701
 AJ3701'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3701'THE STATION IS LOCATED WITHIN THE FORT MCDOWELL MOHAVE - APACHE INDIAN
 AJ3701'COMMUNITY, TOWNSHIP 05 NORTH, RANGE 07 EAST, SECTION 31
 AJ3701'OWNERSHIP - MARICOPA COUNTY
 AJ3701'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3701'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3701'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3701'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3701'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3701'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3701'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3701'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3701'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3701'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 7.6 MI
 AJ3701'(12.2 KM) TO A FOREST ROAD ON THE LEFT (NORTH) SIDE OF ROAD, THENCE
 AJ3701'TURN LEFT (NORTH) AND DRIVE 1.5 MI (2.4 KM) TO TONTO VERDI DRIVE,
 AJ3701'THENCE TURN LEFT (WEST) AND DRIVE 1.0 MI (1.6 KM) TO AGUILA VERDE
 AJ3701'DRIVE, THENCE TURN LEFT (SOUTH) AND DRIVE 0.4 MI (0.6 KM) SOUTH THEN
 AJ3701'EAST TO AGUILA DRIVE, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 0.3 MI
 AJ3701'(0.5 KM), PARK AND WALK SOUTHERLY TO A FENCE CORNER WITH A LOCKED GATE
 AJ3701'AND G.L.O. BRASS CAP, THENCE WALK WESTERLY ALONG THE FENCE LINE FOR
 AJ3701'APPROXIMATELY 620 FT (189.0 M) , CROSSING A POWER LINE AND
 AJ3701'INTERSECTING FENCE LINE AT APPROXIMATELY 520 FT (158.5 M) , THENCE
 AJ3701'TURN LEFT (SOUTH) AND WALK 85 FT (25.9 M) TO THE STATION AS DESCRIBED
 AJ3701'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3701'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3701'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3701'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HM2 1999, SURROUNDED WITH A
 AJ3701'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3701'MARKER
 AJ3701'STATION TIES
 AJ3701'100.0 FEET (30.5 M) WEST AND 85 FEET (25.9 M) SOUTH OF LOCKED GATE
 AJ3701'(WHICH IS JUST WEST OF POWER LINES)
 AJ3701'85.0 FEET (25.9 M) SOUTH OF EXISTING FENCE LINE
 AJ3701'3.6 FEET (1.1 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3701'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3701'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3870 ***********************************************************************
 AJ3870  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3870  DESIGNATION -  1JB2
 AJ3870  PID         -  AJ3870
 AJ3870  STATE/COUNTY-  AZ/MARICOPA
 AJ3870  USGS QUAD   -  BALDY MTN (1981)
 AJ3870
 AJ3870                         *CURRENT SURVEY CONTROL
 AJ3870  ___________________________________________________________________
 AJ3870* NAD 83(1992)-  33 46 06.71063(N)    112 15 19.87071(W)     ADJUSTED  
 AJ3870* NAVD 88     -       455.93   (meters)    1495.8    (feet)  GPS OBS   
 AJ3870  ___________________________________________________________________
 AJ3870  X           -  -2,010,312.416 (meters)                     COMP
 AJ3870  Y           -  -4,912,507.632 (meters)                     COMP
 AJ3870  Z           -   3,525,369.384 (meters)                     COMP
 AJ3870  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3870  ELLIP HEIGHT-         426.39  (meters)          (04/12/01) GPS OBS
 AJ3870  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3870
 AJ3870  HORZ ORDER  -  B
 AJ3870  ELLP ORDER  -  THIRD     CLASS II
 AJ3870
 AJ3870.The horizontal coordinates were established by GPS observations
 AJ3870.and adjusted by the National Geodetic Survey in April 2001..
 AJ3870
 AJ3870.The orthometric height was determined by GPS observations and a
 AJ3870.high-resolution geoid model using precise GPS observation and
 AJ3870.processing techniques.
 AJ3870
 AJ3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3870
 AJ3870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3870
 AJ3870.The ellipsoidal height was determined by GPS observations
 AJ3870.and is referenced to NAD 83.
 AJ3870
 AJ3870.The geoid height was determined by GEOID03.
 AJ3870
 AJ3870;                    North         East     Units Scale Factor Converg.
 AJ3870;SPC AZ C     -   307,033.366   181,973.554   MT  0.99991214   -0 11 18.1
 AJ3870;SPC AZ C     - 1,007,327.32    597,026.10   iFT  0.99991214   -0 11 18.1
 AJ3870;UTM  12      - 3,737,199.713   383,738.361   MT  0.99976663   -0 41 52.6
 AJ3870
 AJ3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3870!SPC AZ C     -   0.99993307  x   0.99991214  =   0.99984521
 AJ3870!UTM  12      -   0.99993307  x   0.99976663  =   0.99969971
 AJ3870
 AJ3870                          SUPERSEDED SURVEY CONTROL
 AJ3870
 AJ3870.No superseded survey control is available for this station.
 AJ3870
 AJ3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8373837200(NAD 83)
 AJ3870_MARKER: I = METAL ROD
 AJ3870_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3870+WITH SETTING: INFORMATION.
 AJ3870_STAMPING: 1JB2
 AJ3870_MARK LOGO: MCDOT 
 AJ3870_PROJECTION: PROJECTING 18 CENTIMETERS
 AJ3870_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3870+STABILITY: POSITION/ELEVATION WELL
 AJ3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3870+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3870_ROD/PIPE-DEPTH:  2.4 meters
 AJ3870_SLEEVE-DEPTH  :  0.8 meters
 AJ3870
 AJ3870  HISTORY     - Date     Condition        Report By
 AJ3870  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3870
 AJ3870                          STATION DESCRIPTION
 AJ3870
 AJ3870'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3870'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 5 NORTH,
 AJ3870'RANGE 1 EAST, SECTION 22
 AJ3870'OWNERSHIP - PRIVATE
 AJ3870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND LAKE
 AJ3870'PLEASANT ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 2.8 MI (4.5 KM) TO AN
 AJ3870'UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT (WEST) AND DRIVE
 AJ3870'WESTERLY 0.2 MI (0.3 KM) TO ANOTHER UNMARKED DIRT ROAD ON THE RIGHT,
 AJ3870'THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 0.2
 AJ3870'MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AND DRIVE 0.1
 AJ3870'MI (0.2 KM) ON A DIRT TRAIL TO THE STATION
 AJ3870'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3870'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3870'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3870'COVER STAMPED 1JB2, SURROUNDED WITH A CONCRETE COLLAR ABOVE THE
 AJ3870'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3870'STATION TIES -
 AJ3870'70 FT (21.3 M) EAST OF A ROCK
 AJ3870'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3870'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3702 ***********************************************************************
 AJ3702  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3702  DESIGNATION -  1JD2
 AJ3702  PID         -  AJ3702
 AJ3702  STATE/COUNTY-  AZ/MARICOPA
 AJ3702  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3702
 AJ3702                         *CURRENT SURVEY CONTROL
 AJ3702  ___________________________________________________________________
 AJ3702* NAD 83(1992)-  33 46 09.55106(N)    112 09 01.22217(W)     ADJUSTED  
 AJ3702* NAVD 88     -       481.26   (meters)    1578.9    (feet)  GPS OBS   
 AJ3702  ___________________________________________________________________
 AJ3702  X           -  -2,001,280.598 (meters)                     COMP
 AJ3702  Y           -  -4,916,164.339 (meters)                     COMP
 AJ3702  Z           -   3,525,456.313 (meters)                     COMP
 AJ3702  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3702  ELLIP HEIGHT-         451.89  (meters)          (04/12/01) GPS OBS
 AJ3702  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AJ3702
 AJ3702  HORZ ORDER  -  B
 AJ3702  ELLP ORDER  -  THIRD     CLASS II
 AJ3702
 AJ3702.The horizontal coordinates were established by GPS observations
 AJ3702.and adjusted by the National Geodetic Survey in April 2001..
 AJ3702
 AJ3702.The orthometric height was determined by GPS observations and a
 AJ3702.high-resolution geoid model using precise GPS observation and
 AJ3702.processing techniques.
 AJ3702
 AJ3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3702
 AJ3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3702
 AJ3702.The ellipsoidal height was determined by GPS observations
 AJ3702.and is referenced to NAD 83.
 AJ3702
 AJ3702.The geoid height was determined by GEOID03.
 AJ3702
 AJ3702;                    North         East     Units Scale Factor Converg.
 AJ3702;SPC AZ C     -   307,093.817   191,716.148   MT  0.99990577   -0 07 47.6
 AJ3702;SPC AZ C     - 1,007,525.65    628,989.99   iFT  0.99990577   -0 07 47.6
 AJ3702;UTM  12      - 3,737,173.516   393,479.590   MT  0.99973988   -0 38 22.1
 AJ3702
 AJ3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3702!SPC AZ C     -   0.99992906  x   0.99990577  =   0.99983484
 AJ3702!UTM  12      -   0.99992906  x   0.99973988  =   0.99966896
 AJ3702
 AJ3702                          SUPERSEDED SURVEY CONTROL
 AJ3702
 AJ3702.No superseded survey control is available for this station.
 AJ3702
 AJ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9348037174(NAD 83)
 AJ3702_MARKER: I = METAL ROD
 AJ3702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3702+WITH SETTING: INFORMATION.
 AJ3702_STAMPING: 1JD2 1999
 AJ3702_MARK LOGO: MCDOT 
 AJ3702_PROJECTION: FLUSH
 AJ3702_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3702+STABILITY: POSITION/ELEVATION WELL
 AJ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3702+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3702_ROD/PIPE-DEPTH:  1.2 meters
 AJ3702_SLEEVE-DEPTH  :  0.8 meters
 AJ3702
 AJ3702  HISTORY     - Date     Condition        Report By
 AJ3702  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3702
 AJ3702                          STATION DESCRIPTION
 AJ3702
 AJ3702'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3702'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3702'RANGE 02 EAST, SECTION 15
 AJ3702'OWNERSHIP - PRIVATE
 AJ3702'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3702'74)(EXIT 223) , DRIVE WEST ON THE CAREFREE HWY ABOUT 0.5 MI (0.8 KM)
 AJ3702'TO A GATE ON THE LEFT (SOUTH) SIDE OF THE CAREFREE HWY (LOCATED
 AJ3702'OPPOSITE THE BEN AVERY SHOOTING RANGE), THENCE TURN LEFT (SOUTH)
 AJ3702'THROUGH GATE ON A DIRT ROAD AND DRIVE SOUTH FOR 1.1 MI TO A FORK IN
 AJ3702'THE ROAD, THENCE VEER RIGHT (WEST) AT THE FORK AND DRIVE SOUTHERLY FOR
 AJ3702'0.8 MI TO ANOTHER FORK IN THE ROAD, THENCE VEER RIGHT (WEST) AND DRIVE
 AJ3702'SOUTHERLY FOR 0.2 MI TO THE STATION ON THE RIGHT (WEST) SIDE OF THE
 AJ3702'ROAD, AS DESCRIBED
 AJ3702'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3702'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3702'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3702'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JD2 1999, SURROUNDED WITH A
 AJ3702'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3702'MARKER
 AJ3702'STATION TIES
 AJ3702'40 FT (12 M) WEST OF DIRT ROAD
 AJ3702'16.5 FT (5.0 M) SE OF A 5 INCH DIAMETER PALO VERDI TREE
 AJ3702'6.0 FT (1.8 M) EAST OF CARSONITE MARKER
 AJ3702'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3702'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3703 ***********************************************************************
 AJ3703  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3703  DESIGNATION -  1JF2
 AJ3703  PID         -  AJ3703
 AJ3703  STATE/COUNTY-  AZ/MARICOPA
 AJ3703  USGS QUAD   -  NEW RIVER SE (1981)
 AJ3703
 AJ3703                         *CURRENT SURVEY CONTROL
 AJ3703  ___________________________________________________________________
 AJ3703* NAD 83(1992)-  33 46 10.00774(N)    112 03 01.22822(W)     ADJUSTED  
 AJ3703* NAVD 88     -       526.52   (meters)    1727.4    (feet)  GPS OBS   
 AJ3703  ___________________________________________________________________
 AJ3703  X           -  -1,992,708.633 (meters)                     COMP
 AJ3703  Y           -  -4,919,677.484 (meters)                     COMP
 AJ3703  Z           -   3,525,493.297 (meters)                     COMP
 AJ3703  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3703  ELLIP HEIGHT-         497.38  (meters)          (04/12/01) GPS OBS
 AJ3703  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AJ3703
 AJ3703  HORZ ORDER  -  B
 AJ3703  ELLP ORDER  -  THIRD     CLASS II
 AJ3703
 AJ3703.The horizontal coordinates were established by GPS observations
 AJ3703.and adjusted by the National Geodetic Survey in April 2001..
 AJ3703
 AJ3703.The orthometric height was determined by GPS observations and a
 AJ3703.high-resolution geoid model using precise GPS observation and
 AJ3703.processing techniques.
 AJ3703
 AJ3703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3703
 AJ3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3703
 AJ3703.The ellipsoidal height was determined by GPS observations
 AJ3703.and is referenced to NAD 83.
 AJ3703
 AJ3703.The geoid height was determined by GEOID03.
 AJ3703
 AJ3703;                    North         East     Units Scale Factor Converg.
 AJ3703;SPC AZ C     -   307,091.381   200,978.480   MT  0.99990189   -0 04 27.5
 AJ3703;SPC AZ C     - 1,007,517.65    659,378.22   iFT  0.99990189   -0 04 27.5
 AJ3703;UTM  12      - 3,737,088.718   402,739.907   MT  0.99971661   -0 35 02.0
 AJ3703
 AJ3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3703!SPC AZ C     -   0.99992192  x   0.99990189  =   0.99982382
 AJ3703!UTM  12      -   0.99992192  x   0.99971661  =   0.99963856
 AJ3703
 AJ3703                          SUPERSEDED SURVEY CONTROL
 AJ3703
 AJ3703.No superseded survey control is available for this station.
 AJ3703
 AJ3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0274037089(NAD 83)
 AJ3703_MARKER: I = METAL ROD
 AJ3703_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3703+WITH SETTING: INFORMATION.
 AJ3703_STAMPING: 1JF2 1999
 AJ3703_MARK LOGO: MCDOT 
 AJ3703_PROJECTION: FLUSH
 AJ3703_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3703+STABILITY: POSITION/ELEVATION WELL
 AJ3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3703+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3703_ROD/PIPE-DEPTH:  2.4 meters
 AJ3703_SLEEVE-DEPTH  :  0.8 meters
 AJ3703
 AJ3703  HISTORY     - Date     Condition        Report By
 AJ3703  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3703
 AJ3703                          STATION DESCRIPTION
 AJ3703
 AJ3703'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3703'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3703'RANGE 03 EAST, SECTION 16
 AJ3703'OWNERSHIP - PRIVATE
 AJ3703'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3703'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY ABOUT 4.0 MI (6.4 KM)
 AJ3703', TO 14TH STREET, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 1.0 MI TO A
 AJ3703'FENCE LINE WITH A CATTLE GUARD (YOU WILL PASS DOVE VALLEY ROAD),
 AJ3703'THENCE DRIVE OVER CATTLE GUARD AND TURN LEFT (EAST) AND DRIVE IN A
 AJ3703'EASTERLY DIRECTION FOR 0.4 MI TO A FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3703'(WEST) AT THE FORK AS DRIVE SOUTHERLY FOR 0.1 MI TO ANOTHER FORK,
 AJ3703'THENCE RIGHT (WEST) AND CONTINUE SOUTHERLY FOR 0.1 MI TO A REVERSE
 AJ3703'FORK, THENCE CONTINUE SOUTH FOR 0.2 MI TO ANOTHER REVERSE FORK, THENCE
 AJ3703'CONTINUE SOUTHERLY FOR 0.3 MI TO THE STATION 10 FT ON THE LEFT (EAST)
 AJ3703'SIDE OF ROAD, (THE STATION IS 1.2 MI FROM THE CATTLE GUARD ALONG SAID
 AJ3703'DIRT ROAD
 AJ3703'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3703'COMPRESSED ON A 8 FT (2.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3703'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3703'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JF2 1999, SURROUNDED WITH A
 AJ3703'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3703'MARKER
 AJ3703'STATION TIES
 AJ3703'10 FT (3.0 M) EAST OF DIRT ROAD
 AJ3703'6.0 FT (1.8 M) EAST OF CARSONITE MARKER
 AJ3703'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3703'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3704 ***********************************************************************
 AJ3704  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3704  DESIGNATION -  1JH3
 AJ3704  PID         -  AJ3704
 AJ3704  STATE/COUNTY-  AZ/MARICOPA
 AJ3704  USGS QUAD   -  CAVE CREEK (1981)
 AJ3704
 AJ3704                         *CURRENT SURVEY CONTROL
 AJ3704  ___________________________________________________________________
 AJ3704* NAD 83(1992)-  33 46 20.69800(N)    111 56 40.33256(W)     ADJUSTED  
 AJ3704* NAVD 88     -       644.24   (meters)    2113.6    (feet)  GPS OBS   
 AJ3704  ___________________________________________________________________
 AJ3704  X           -  -1,983,588.586 (meters)                     COMP
 AJ3704  Y           -  -4,923,269.948 (meters)                     COMP
 AJ3704  Z           -   3,525,832.644 (meters)                     COMP
 AJ3704  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AJ3704  ELLIP HEIGHT-         615.26  (meters)          (04/12/01) GPS OBS
 AJ3704  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AJ3704
 AJ3704  HORZ ORDER  -  B
 AJ3704  ELLP ORDER  -  THIRD     CLASS II
 AJ3704
 AJ3704.The horizontal coordinates were established by GPS observations
 AJ3704.and adjusted by the National Geodetic Survey in April 2001..
 AJ3704
 AJ3704.The orthometric height was determined by GPS observations and a
 AJ3704.high-resolution geoid model using precise GPS observation and
 AJ3704.processing techniques.
 AJ3704
 AJ3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3704
 AJ3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3704
 AJ3704.The ellipsoidal height was determined by GPS observations
 AJ3704.and is referenced to NAD 83.
 AJ3704
 AJ3704.The geoid height was determined by GEOID03.
 AJ3704
 AJ3704;                    North         East     Units Scale Factor Converg.
 AJ3704;SPC AZ C     -   307,413.043   210,778.634   MT  0.99990008   -0 00 55.8
 AJ3704;SPC AZ C     - 1,008,572.98    691,530.95   iFT  0.99990008   -0 00 55.8
 AJ3704;UTM  12      - 3,737,323.159   412,540.617   MT  0.99969430   -0 31 30.3
 AJ3704
 AJ3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3704!SPC AZ C     -   0.99990342  x   0.99990008  =   0.99980351
 AJ3704!UTM  12      -   0.99990342  x   0.99969430  =   0.99959775
 AJ3704
 AJ3704                          SUPERSEDED SURVEY CONTROL
 AJ3704
 AJ3704.No superseded survey control is available for this station.
 AJ3704
 AJ3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1254137323(NAD 83)
 AJ3704_MARKER: I = METAL ROD
 AJ3704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3704_STAMPING: 1JH3 1999
 AJ3704_MARK LOGO: MCDOT 
 AJ3704_PROJECTION: FLUSH
 AJ3704_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3704+STABILITY: POSITION/ELEVATION WELL
 AJ3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3704+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3704_ROD/PIPE-DEPTH:  3.7 meters
 AJ3704_SLEEVE-DEPTH  :  0.8 meters
 AJ3704
 AJ3704  HISTORY     - Date     Condition        Report By
 AJ3704  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3704  HISTORY     - 20021029 GOOD             NGS
 AJ3704
 AJ3704                          STATION DESCRIPTION
 AJ3704
 AJ3704'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3704'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3704'RANGE 04 EAST, SECTION 16
 AJ3704'OWNERSHIP - STATE OF ARIZONA
 AJ3704'TO REACH THE STATION FROM THE JUNCTION OF I 17 AND HILLS DRIVE (EXIT
 AJ3704'214A) DRIVE WEST ON HILLS DRIVE ABOUT 4.7 MI (7.6 KM) TO CAVE CREEK
 AJ3704'ROAD, THENCE TURN LEFT (NORTH) AND PROCEED ABOUT 3.0 MI (4.8 KM) TO
 AJ3704'PINNACLE PEAK ROAD, THENCE TURN RIGHT (EAST) AND PROCEED ABOUT 3.2 MI
 AJ3704'(5.1 KM) TO TATUM BOULEVARD, THENCE TURN LEFT (NORTH) AND PROCEED
 AJ3704'ABOUT 3 MI (4.8 KM) TO SCOTTSDALE ROAD, CONTINUE NORTH ON SCOTTSDALE
 AJ3704'ROAD FOR ABOUT 2 MI (3.2 KM) TO LONE MOUNTAIN ROAD, THENCE TURN LEFT
 AJ3704'(WEST) AND PROCEED FOR ABOUT 1.0 MI, (1.6 KM) TO 64TH STREET, THENCE
 AJ3704'TURN RIGHT (NORTH) AND DRIVE FOR ABOUT 0.2 MI, (0.3 KM) TO A WASH,
 AJ3704'THENCE TURN LEFT (WEST) AND FOLLOW THE WASH SOUTHWESTERLY FOR ABOUT
 AJ3704'0.1 MI,  (0.2 KM) PARK AND WALK SOUTHWEST ALONG A DIRT TRAIL FOR ABOUT
 AJ3704'157 FEET (47.9 M) TO THE STATION AS DESCRIBED
 AJ3704'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3704'COMPRESSED ON A 11 FOOT (3.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3704'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3704'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JH3 1999, SURROUNDED WITH A
 AJ3704'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3704'MARKER
 AJ3704'STATION TIES
 AJ3704'76 FT (23.2 M) NORTHWEST FROM THE CENTERLINE OF THE WASH
 AJ3704'73 FT (22.3 M) NORTHEAST FROM THE CENTERLINE OF A SMALLER WASH
 AJ3704'56 FT (17.1 M) NORTH FROM A ARMLESS 20 FOOT (6.1 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'47 FT (14.3 M) SOUTHWEST FROM A ARMLESS 12 FOOT (3.7 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'45 FT (13.7 M) SOUTHEAST FROM A ARMLESS 10 FOOT (3.0 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3704'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3704
 AJ3704                          STATION RECOVERY (2002)
 AJ3704
 AJ3704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AJ3704'THIS STATION IS LOCATED ON PRIVATE PROPERTY AND THE OWNERS ARE
 AJ3704'RELUCTANT TO ALLOW ACCESS.
 AJ3704'TO USE THIS MARK, PLEASE CONTACT MIKE MANONE-(602) 344-3421 (OFFICE),
 AJ3704'(602) 451-5772 (MOBILE) BEFORE ENTERING THE PROPERTY.  THIS IS A
 AJ3704'MANDATORY REQUIREMENT BEFORE USING THIS MARK.  TO MANY PEOPLE HAVE
 AJ3704'TRESPASSED ON THIS PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3705 ***********************************************************************
 AJ3705  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3705  DESIGNATION -  1JJ2
 AJ3705  PID         -  AJ3705
 AJ3705  STATE/COUNTY-  AZ/MARICOPA
 AJ3705  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3705
 AJ3705                         *CURRENT SURVEY CONTROL
 AJ3705  ___________________________________________________________________
 AJ3705* NAD 83(1992)-  33 46 10.39277(N)    111 49 56.16662(W)     ADJUSTED  
 AJ3705* NAVD 88     -       857.38   (meters)    2812.9    (feet)  GPS OBS   
 AJ3705  ___________________________________________________________________
 AJ3705  X           -  -1,974,069.468 (meters)                     COMP
 AJ3705  Y           -  -4,927,475.712 (meters)                     COMP
 AJ3705  Z           -   3,525,687.263 (meters)                     COMP
 AJ3705  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AJ3705  ELLIP HEIGHT-         828.59  (meters)          (04/12/01) GPS OBS
 AJ3705  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AJ3705
 AJ3705  HORZ ORDER  -  B
 AJ3705  ELLP ORDER  -  THIRD     CLASS II
 AJ3705
 AJ3705.The horizontal coordinates were established by GPS observations
 AJ3705.and adjusted by the National Geodetic Survey in April 2001..
 AJ3705
 AJ3705.The orthometric height was determined by GPS observations and a
 AJ3705.high-resolution geoid model using precise GPS observation and
 AJ3705.processing techniques.
 AJ3705
 AJ3705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3705
 AJ3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3705
 AJ3705.The ellipsoidal height was determined by GPS observations
 AJ3705.and is referenced to NAD 83.
 AJ3705
 AJ3705.The geoid height was determined by GEOID03.
 AJ3705
 AJ3705;                    North         East     Units Scale Factor Converg.
 AJ3705;SPC AZ C     -   307,098.415   221,177.317   MT  0.99990075   +0 02 48.9
 AJ3705;SPC AZ C     - 1,007,540.73    725,647.37   iFT  0.99990075   +0 02 48.9
 AJ3705;UTM  12      - 3,736,916.149   422,933.839   MT  0.99967322   -0 27 45.5
 AJ3705
 AJ3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3705!SPC AZ C     -   0.99986994  x   0.99990075  =   0.99977070
 AJ3705!UTM  12      -   0.99986994  x   0.99967322  =   0.99954320
 AJ3705
 AJ3705                          SUPERSEDED SURVEY CONTROL
 AJ3705
 AJ3705.No superseded survey control is available for this station.
 AJ3705
 AJ3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2293436916(NAD 83)
 AJ3705_MARKER: I = METAL ROD
 AJ3705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3705+WITH SETTING: INFORMATION.
 AJ3705_STAMPING: 1JJ2 1999
 AJ3705_MARK LOGO: MCDOT 
 AJ3705_PROJECTION: FLUSH
 AJ3705_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3705+STABILITY: POSITION/ELEVATION WELL
 AJ3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3705+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3705_ROD/PIPE-DEPTH:  2.3 meters
 AJ3705_SLEEVE-DEPTH  :  0.8 meters
 AJ3705
 AJ3705  HISTORY     - Date     Condition        Report By
 AJ3705  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3705
 AJ3705                          STATION DESCRIPTION
 AJ3705
 AJ3705'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3705'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3705'NORTH, RANGE 05 EAST, SECTION 22
 AJ3705'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3705'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3705'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3705'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3705'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3705'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3705'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3705'ABOUT 0.9 MI (1.4 KM) TO 118TH STREET (A DIRT ROAD) , THENCE TURN LEFT
 AJ3705'(NORTH) AND PROCEED 2.0 MI (3.2 KM) TO AN UNNAMED DIRT ROAD, THENCE
 AJ3705'TURN LEFT (WEST) AND PROCEED 0.4 MI (0.6 KM) , CROSSING A CATTLE
 AJ3705'GUARD, THEN PARK, WALK 123 FEET (37.5 M) SOUTH TO THE STATION AS
 AJ3705'DESCRIBED
 AJ3705'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3705'COMPRESSED ON A 7.5 FOOT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3705'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3705'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JJ2 1999, SURROUNDED WITH A
 AJ3705'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3705'MARKER
 AJ3705'STATION TIES
 AJ3705'STATION IS DIRECTLY SOUTH OF A TOWER HOLDING HIGH VOLTAGE POWER LINES
 AJ3705'123 FEET (37.5 M) SOUTH OF DIRT ROAD
 AJ3705'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3705'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3706 ***********************************************************************
 AJ3706  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3706  DESIGNATION -  1JL2
 AJ3706  PID         -  AJ3706
 AJ3706  STATE/COUNTY-  AZ/MARICOPA
 AJ3706  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3706
 AJ3706                         *CURRENT SURVEY CONTROL
 AJ3706  ___________________________________________________________________
 AJ3706* NAD 83(1992)-  33 46 13.14265(N)    111 44 11.32183(W)     ADJUSTED  
 AJ3706* NAVD 88     -       661.38   (meters)    2169.9    (feet)  GPS OBS   
 AJ3706  ___________________________________________________________________
 AJ3706  X           -  -1,965,750.882 (meters)                     COMP
 AJ3706  Y           -  -4,930,574.022 (meters)                     COMP
 AJ3706  Z           -   3,525,648.709 (meters)                     COMP
 AJ3706  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AJ3706  ELLIP HEIGHT-         632.51  (meters)          (04/12/01) GPS OBS
 AJ3706  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AJ3706
 AJ3706  HORZ ORDER  -  B
 AJ3706  ELLP ORDER  -  THIRD     CLASS II
 AJ3706
 AJ3706.The horizontal coordinates were established by GPS observations
 AJ3706.and adjusted by the National Geodetic Survey in April 2001..
 AJ3706
 AJ3706.The orthometric height was determined by GPS observations and a
 AJ3706.high-resolution geoid model using precise GPS observation and
 AJ3706.processing techniques.
 AJ3706
 AJ3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3706
 AJ3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3706
 AJ3706.The ellipsoidal height was determined by GPS observations
 AJ3706.and is referenced to NAD 83.
 AJ3706
 AJ3706.The geoid height was determined by GEOID03.
 AJ3706
 AJ3706;                    North         East     Units Scale Factor Converg.
 AJ3706;SPC AZ C     -   307,194.520   230,049.676   MT  0.99990343   +0 06 00.6
 AJ3706;SPC AZ C     - 1,007,856.04    754,756.15   iFT  0.99990343   +0 06 00.6
 AJ3706;UTM  12      - 3,736,933.341   431,804.600   MT  0.99965733   -0 24 33.8
 AJ3706
 AJ3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3706!SPC AZ C     -   0.99990071  x   0.99990343  =   0.99980415
 AJ3706!UTM  12      -   0.99990071  x   0.99965733  =   0.99955808
 AJ3706
 AJ3706                          SUPERSEDED SURVEY CONTROL
 AJ3706
 AJ3706.No superseded survey control is available for this station.
 AJ3706
 AJ3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3180536933(NAD 83)
 AJ3706_MARKER: I = METAL ROD
 AJ3706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3706_STAMPING: 1JL2 1999
 AJ3706_MARK LOGO: MCDOT 
 AJ3706_PROJECTION: FLUSH
 AJ3706_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3706+STABILITY: POSITION/ELEVATION WELL
 AJ3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3706+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3706_ROD/PIPE-DEPTH:  3.8 meters
 AJ3706_SLEEVE-DEPTH  :  0.8 meters
 AJ3706
 AJ3706  HISTORY     - Date     Condition        Report By
 AJ3706  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3706
 AJ3706                          STATION DESCRIPTION
 AJ3706
 AJ3706'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3706'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3706'NORTH, RANGE 06 EAST, SECTION 16
 AJ3706'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3706'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3706'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3706'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3706'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3706'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3706'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3706'ABOUT 6.2 MI (10.0 KM) TO 160TH STREET (A DIRT ROAD) , THENCE TURN
 AJ3706'LEFT (NORTH) AND PROCEED 2.1 MI (3.4 KM) TO LONE MOUNTAIN ROAD (DIRT
 AJ3706'ROAD) , THENCE TURN LEFT (WEST) AND PROCEED 0.1 MI (0.2 KM) AND PARK,
 AJ3706'WALK 40 FEET (12.2 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3706'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3706'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3706'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3706'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1JL2 1999, SURROUNDED
 AJ3706'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3706'CARSONITE MARKER
 AJ3706'STATION TIES
 AJ3706'40 FEET (12.2 M) SOUTH OF THE CENTERLINE OF LONE MOUNTAIN ROAD (A DIRT
 AJ3706'ROAD)
 AJ3706'4.4 FEET (1.3 M) WEST OF CARSONITE MARKER
 AJ3706'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3706'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3707 ***********************************************************************
 AJ3707  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3707  DESIGNATION -  1JM3
 AJ3707  PID         -  AJ3707
 AJ3707  STATE/COUNTY-  AZ/MARICOPA
 AJ3707  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3707
 AJ3707                         *CURRENT SURVEY CONTROL
 AJ3707  ___________________________________________________________________
 AJ3707* NAD 83(1992)-  33 47 24.48594(N)    111 42 11.53333(W)     ADJUSTED  
 AJ3707* NAVD 88     -       618.88   (meters)    2030.4    (feet)  GPS OBS   
 AJ3707  ___________________________________________________________________
 AJ3707  X           -  -1,962,422.072 (meters)                     COMP
 AJ3707  Y           -  -4,930,546.390 (meters)                     COMP
 AJ3707  Z           -   3,527,452.336 (meters)                     COMP
 AJ3707  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AJ3707  ELLIP HEIGHT-         590.09  (meters)          (04/12/01) GPS OBS
 AJ3707  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AJ3707
 AJ3707  HORZ ORDER  -  B
 AJ3707  ELLP ORDER  -  THIRD     CLASS II
 AJ3707
 AJ3707.The horizontal coordinates were established by GPS observations
 AJ3707.and adjusted by the National Geodetic Survey in April 2001..
 AJ3707
 AJ3707.The orthometric height was determined by GPS observations and a
 AJ3707.high-resolution geoid model using precise GPS observation and
 AJ3707.processing techniques.
 AJ3707
 AJ3707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3707
 AJ3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3707
 AJ3707.The ellipsoidal height was determined by GPS observations
 AJ3707.and is referenced to NAD 83.
 AJ3707
 AJ3707.The geoid height was determined by GEOID03.
 AJ3707
 AJ3707;                    North         East     Units Scale Factor Converg.
 AJ3707;SPC AZ C     -   309,398.326   233,127.136   MT  0.99990482   +0 07 07.4
 AJ3707;SPC AZ C     - 1,015,086.37    764,852.81   iFT  0.99990482   +0 07 07.4
 AJ3707;UTM  12      - 3,739,109.141   434,900.770   MT  0.99965224   -0 23 28.0
 AJ3707
 AJ3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3707!SPC AZ C     -   0.99990737  x   0.99990482  =   0.99981220
 AJ3707!UTM  12      -   0.99990737  x   0.99965224  =   0.99955964
 AJ3707
 AJ3707                          SUPERSEDED SURVEY CONTROL
 AJ3707
 AJ3707.No superseded survey control is available for this station.
 AJ3707
 AJ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3490139109(NAD 83)
 AJ3707_MARKER: I = METAL ROD
 AJ3707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3707_STAMPING: IJM3 1999
 AJ3707_MARK LOGO: MCDOT 
 AJ3707_PROJECTION: FLUSH
 AJ3707_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3707+STABILITY: POSITION/ELEVATION WELL
 AJ3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3707+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3707_ROD/PIPE-DEPTH:  3.5 meters
 AJ3707_SLEEVE-DEPTH  :  0.8 meters
 AJ3707
 AJ3707  HISTORY     - Date     Condition        Report By
 AJ3707  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3707
 AJ3707                          STATION DESCRIPTION
 AJ3707
 AJ3707'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3707'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3707'NORTH, RANGE 06 EAST, SECTION 11
 AJ3707'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3707'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3707'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3707'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3707'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3707'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3707'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3707'ABOUT 6.2 MI (10.0 KM) TO 160TH STREET (A DIRT ROAD) , THENCE TURN
 AJ3707'LEFT (NORTH) AND PROCEED 2.1 MI (3.4 KM) TO LONE MOUNTAIN ROAD (A DIRT
 AJ3707'ROAD) , THENCE TURN LEFT (WEST) AND PROCEED 0.1 MI (0.2 KM) TO FOREST
 AJ3707'SERVICE ROAD 1109,THENCE TURN RIGHT (NORTH) AND PROCEED 0.7 MI (1.1
 AJ3707'KM) TO FOREST SERVICE ROAD 398, THENCE TURN RIGHT (EAST) AND PROCEED
 AJ3707'1.8 MI (2.9 KM) TO AN UNNAMED DIRT ROAD TO THE NORTH (AT 0.3 MILES
 AJ3707'FROM THE INTERSECTION OF FOREST SERVICE ROAD 1109 AND 398 YOU WILL
 AJ3707'PASS FOREST SERVICE ROAD 2106 TO THE SOUTH, AT 0.9 MILES YOU WILL PASS
 AJ3707'FOREST SERVICE ROAD 2115 TO THE SOUTH, AT 1.1 MILES YOU WILL PASS A
 AJ3707'DIRT ROAD TO THE SOUTH, AT 1.2 MILES YOU WILL PASS A FENCE WITH AN
 AJ3707'OPENING RUNNING NORTH AND SOUTH, AT 1.3 MILES YOU WILL PASS ANOTHER
 AJ3707'UNNAMED DIRT ROAD TO THE SOUTH, AT 1.5 MILES YOU WILL PASS ANOTHER
 AJ3707'UNNAMED DIRT ROAD TO THE NORTH), THENCE TURN LEFT (NORTH) AND PROCEED
 AJ3707'0.8 MI (1.3 KM) (YOU WILL PASS A UNNAMED DIRT ROAD ON THE RIGHT (EAST)
 AJ3707'AND YOU WILL PASS UNDER OVER HEAD POWER LINES) TO A DIRT ROAD ON THE
 AJ3707'RIGHT AND THE STATION ON THE LEFT (WEST) , WALK 20 FEET (6.1 M) WEST
 AJ3707'TO THE STATION AS DESCRIBED
 AJ3707'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3707'COMPRESSED ON A 11.4 FOOT (3.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3707'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3707'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1JM3 1999, SURROUNDED
 AJ3707'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3707'CARSONITE MARKER
 AJ3707'STATION TIES
 AJ3707'170 FEET (51.8 M) NORTH OF THE POWER LINES
 AJ3707'20 FEET (6.1 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3707'4.0 FEET (1.2 M) SOUTH OF CARSONITE MARKER
 AJ3707'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3707'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3880 ***********************************************************************
 AJ3880  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3880  DESIGNATION -  1KA2
 AJ3880  PID         -  AJ3880
 AJ3880  STATE/COUNTY-  AZ/MARICOPA
 AJ3880  USGS QUAD   -  BALDY MTN (1981)
 AJ3880
 AJ3880                         *CURRENT SURVEY CONTROL
 AJ3880  ___________________________________________________________________
 AJ3880* NAD 83(1992)-  33 47 55.72457(N)    112 16 41.45730(W)     ADJUSTED  
 AJ3880* NAVD 88     -       421.87   (meters)    1384.1    (feet)  GPS OBS   
 AJ3880  ___________________________________________________________________
 AJ3880  X           -  -2,011,536.557 (meters)                     COMP
 AJ3880  Y           -  -4,909,957.543 (meters)                     COMP
 AJ3880  Z           -   3,528,142.291 (meters)                     COMP
 AJ3880  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AJ3880  ELLIP HEIGHT-         392.38  (meters)          (04/12/01) GPS OBS
 AJ3880  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3880
 AJ3880  HORZ ORDER  -  B
 AJ3880  ELLP ORDER  -  THIRD     CLASS II
 AJ3880
 AJ3880.The horizontal coordinates were established by GPS observations
 AJ3880.and adjusted by the National Geodetic Survey in April 2001..
 AJ3880
 AJ3880.The orthometric height was determined by GPS observations and a
 AJ3880.high-resolution geoid model using precise GPS observation and
 AJ3880.processing techniques.
 AJ3880
 AJ3880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3880
 AJ3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3880
 AJ3880.The ellipsoidal height was determined by GPS observations
 AJ3880.and is referenced to NAD 83.
 AJ3880
 AJ3880.The geoid height was determined by GEOID03.
 AJ3880
 AJ3880;                    North         East     Units Scale Factor Converg.
 AJ3880;SPC AZ C     -   310,398.982   179,886.160   MT  0.99991381   -0 12 04.0
 AJ3880;SPC AZ C     - 1,018,369.36    590,177.69   iFT  0.99991381   -0 12 04.0
 AJ3880;UTM  12      - 3,740,583.283   381,681.290   MT  0.99977258   -0 42 40.0
 AJ3880
 AJ3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3880!SPC AZ C     -   0.99993841  x   0.99991381  =   0.99985222
 AJ3880!UTM  12      -   0.99993841  x   0.99977258  =   0.99971100
 AJ3880
 AJ3880                          SUPERSEDED SURVEY CONTROL
 AJ3880
 AJ3880.No superseded survey control is available for this station.
 AJ3880
 AJ3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8168140583(NAD 83)
 AJ3880_MARKER: I = METAL ROD
 AJ3880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3880_STAMPING: 1KA2 12/99
 AJ3880_MARK LOGO: MCDOT 
 AJ3880_PROJECTION: FLUSH
 AJ3880_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3880+STABILITY: POSITION/ELEVATION WELL
 AJ3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3880+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 AJ3880_ROD/PIPE-DEPTH:  6.7 meters
 AJ3880_SLEEVE-DEPTH  :  0.8 meters
 AJ3880
 AJ3880  HISTORY     - Date     Condition        Report By
 AJ3880  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3880  HISTORY     - 20041030 GOOD             USPSQD
 AJ3880
 AJ3880                          STATION DESCRIPTION
 AJ3880
 AJ3880'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3880'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF SUN CITY
 AJ3880'WEST, TOWNSHIP 5 NORTH, RANGE 1 EAST, SECTION 8
 AJ3880'OWNERSHIP - STATE LAND
 AJ3880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3880'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 6.2 MI (10.0
 AJ3880'KM) TO THE INTERSECTION OF LAKE PLEASANT ROAD AND STATE ROUTE 74,
 AJ3880'THENCE TURN LEFT (SOUTH) ONTO LAKE PLEASANT ROAD AND DRIVE 0.4 MI (0.6
 AJ3880'KM) TO THE INTERSECTION OF LAKE PLEASANT ROAD AND CAREFREE HIGHWAY,
 AJ3880'THENCE TURN RIGHT (WEST) ONTO THE DIRT ROAD AND DRIVE WESTERLY 0.8 MI
 AJ3880'(1.3 KM) TO A CANAL, THENCE CROSS THE CANAL AND CONTINUE DRIVING
 AJ3880'WESTERLY-NORTHWESTERLY ON THE DIRT ROAD 0.8 MI (1.3 KM) TO ANOTHER
 AJ3880'CANAL, THENCE CROSS THE CANAL AND DRIVE SOUTHWESTERLY-WESTERLY 0.6 MI
 AJ3880'(1.0 KM) TO AN OVERHEAD TRANSMISSION LINE, THENCE CONTINUE WESTERLY
 AJ3880'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN
 AJ3880'RIGHT (NORTH) ONTO THE DIRT ROAD AND DRIVE 300 FT (91.4 M) TO THE
 AJ3880'STATION 25 FT (7.6 M) LEFT (WEST) OF THE ROAD
 AJ3880'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 22.0 FOOT
 AJ3880'(6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3880'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3880'ACCESS COVER STAMPED 1KA2 12/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3880'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3880'STATION TIES -
 AJ3880'300 FT (91.4 M) NORTH OF A DIRT ROAD
 AJ3880'25 FT (7.6 M) WEST OF A DIRT ROAD
 AJ3880'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3880'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3880
 AJ3880                          STATION RECOVERY (2004)
 AJ3880
 AJ3880'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ3880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3881 ***********************************************************************
 AJ3881  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3881  DESIGNATION -  1KC2
 AJ3881  PID         -  AJ3881
 AJ3881  STATE/COUNTY-  AZ/MARICOPA
 AJ3881  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3881
 AJ3881                         *CURRENT SURVEY CONTROL
 AJ3881  ___________________________________________________________________
 AJ3881* NAD 83(1992)-  33 48 44.22083(N)    112 12 20.89823(W)     ADJUSTED  
 AJ3881* NAVD 88     -       490.65   (meters)    1609.7    (feet)  GPS OBS   
 AJ3881  ___________________________________________________________________
 AJ3881  X           -  -2,005,039.994 (meters)                     COMP
 AJ3881  Y           -  -4,911,777.928 (meters)                     COMP
 AJ3881  Z           -   3,529,422.298 (meters)                     COMP
 AJ3881  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AJ3881  ELLIP HEIGHT-         461.29  (meters)          (04/12/01) GPS OBS
 AJ3881  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AJ3881
 AJ3881  HORZ ORDER  -  B
 AJ3881  ELLP ORDER  -  THIRD     CLASS II
 AJ3881
 AJ3881.The horizontal coordinates were established by GPS observations
 AJ3881.and adjusted by the National Geodetic Survey in April 2001..
 AJ3881
 AJ3881.The orthometric height was determined by GPS observations and a
 AJ3881.high-resolution geoid model using precise GPS observation and
 AJ3881.processing techniques.
 AJ3881
 AJ3881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3881
 AJ3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3881
 AJ3881.The ellipsoidal height was determined by GPS observations
 AJ3881.and is referenced to NAD 83.
 AJ3881
 AJ3881.The geoid height was determined by GEOID03.
 AJ3881
 AJ3881;                    North         East     Units Scale Factor Converg.
 AJ3881;SPC AZ C     -   311,871.880   186,592.030   MT  0.99990883   -0 09 39.2
 AJ3881;SPC AZ C     - 1,023,201.71    612,178.58   iFT  0.99990883   -0 09 39.2
 AJ3881;UTM  12      - 3,741,996.214   388,399.011   MT  0.99975354   -0 40 15.8
 AJ3881
 AJ3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3881!SPC AZ C     -   0.99992759  x   0.99990883  =   0.99983643
 AJ3881!UTM  12      -   0.99992759  x   0.99975354  =   0.99968115
 AJ3881
 AJ3881                          SUPERSEDED SURVEY CONTROL
 AJ3881
 AJ3881.No superseded survey control is available for this station.
 AJ3881
 AJ3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8839941996(NAD 83)
 AJ3881_MARKER: I = METAL ROD
 AJ3881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3881+WITH SETTING: INFORMATION.
 AJ3881_STAMPING: 1KC2 1999
 AJ3881_MARK LOGO: MCDOT 
 AJ3881_PROJECTION: PROJECTING 20 CENTIMETERS
 AJ3881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3881+STABILITY: POSITION/ELEVATION WELL
 AJ3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3881+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3881_ROD/PIPE-DEPTH:  1.2 meters
 AJ3881_SLEEVE-DEPTH  :  0.8 meters
 AJ3881
 AJ3881  HISTORY     - Date     Condition        Report By
 AJ3881  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3881
 AJ3881                          STATION DESCRIPTION
 AJ3881
 AJ3881'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3881'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3881'NEW RIVER, TOWNSHIP 5 NORTH, RANGE 2 EAST, SECTION 1
 AJ3881'OWNERSHIP - PRIVATE
 AJ3881'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3881'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 4.3 MI (6.9 KM)
 AJ3881'TO AN UNMARKED DIRT ROAD ON THE RIGHT WITH AN ENTRY GATE IN A BARBED
 AJ3881'WIRE FENCE, THENCE TURN RIGHT ONTO THE DIRT ROAD AND DRIVE NORTHERLY
 AJ3881'200 FT (61.0 M) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT OF THE Y
 AJ3881'AND CONTINUE DRIVING WESTERLY 50 FT (15.2 M) TO A GATE IN A BARBED
 AJ3881'WIRE FENCE, THENCE CONTINUE WESTERLY THROUGH THE GATE 100 FT (30.5 M)
 AJ3881'TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE RIGHT OF THE Y AND DRIVE
 AJ3881'NORTHERLY 0.9 MI (1.4 KM) TO A BEND IN THE ROAD TO THE LEFT (WEST) ,
 AJ3881'THENCE PARK THERE AND HIKE NORTHERLY 100 FT (30.5 M) TO THE STATION
 AJ3881'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3881'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3881'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3881'COVER STAMPED 1KC2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3881'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3881'STATION TIES -
 AJ3881'20 FT (6.1 M) WEST OF A BARBED WIRE FENCE
 AJ3881'5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3881'100 FT (30.5 M) NORTH OF A DIRT TRAIL
 AJ3881'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3881'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3708 ***********************************************************************
 AJ3708  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3708  DESIGNATION -  1KI3
 AJ3708  PID         -  AJ3708
 AJ3708  STATE/COUNTY-  AZ/MARICOPA
 AJ3708  USGS QUAD   -  CAVE CREEK (1981)
 AJ3708
 AJ3708                         *CURRENT SURVEY CONTROL
 AJ3708  ___________________________________________________________________
 AJ3708* NAD 83(1992)-  33 48 46.02742(N)    111 53 13.40912(W)     ADJUSTED  
 AJ3708* NAVD 88     -       786.71   (meters)    2581.1    (feet)  GPS OBS   
 AJ3708  ___________________________________________________________________
 AJ3708  X           -  -1,977,764.334 (meters)                     COMP
 AJ3708  Y           -  -4,923,056.281 (meters)                     COMP
 AJ3708  Z           -   3,529,633.662 (meters)                     COMP
 AJ3708  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AJ3708  ELLIP HEIGHT-         758.00  (meters)          (04/12/01) GPS OBS
 AJ3708  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AJ3708
 AJ3708  HORZ ORDER  -  B
 AJ3708  ELLP ORDER  -  THIRD     CLASS II
 AJ3708
 AJ3708.The horizontal coordinates were established by GPS observations
 AJ3708.and adjusted by the National Geodetic Survey in April 2001..
 AJ3708
 AJ3708.The orthometric height was determined by GPS observations and a
 AJ3708.high-resolution geoid model using precise GPS observation and
 AJ3708.processing techniques.
 AJ3708
 AJ3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3708
 AJ3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3708
 AJ3708.The ellipsoidal height was determined by GPS observations
 AJ3708.and is referenced to NAD 83.
 AJ3708
 AJ3708.The geoid height was determined by GEOID03.
 AJ3708
 AJ3708;                    North         East     Units Scale Factor Converg.
 AJ3708;SPC AZ C     -   311,890.346   216,101.094   MT  0.99990009   +0 00 59.3
 AJ3708;SPC AZ C     - 1,023,262.29    708,993.09   iFT  0.99990009   +0 00 59.3
 AJ3708;UTM  12      - 3,741,751.985   417,901.576   MT  0.99968309   -0 29 37.2
 AJ3708
 AJ3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3708!SPC AZ C     -   0.99988102  x   0.99990009  =   0.99978112
 AJ3708!UTM  12      -   0.99988102  x   0.99968309  =   0.99956415
 AJ3708
 AJ3708                          SUPERSEDED SURVEY CONTROL
 AJ3708
 AJ3708.No superseded survey control is available for this station.
 AJ3708
 AJ3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1790241752(NAD 83)
 AJ3708_MARKER: I = METAL ROD
 AJ3708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3708_STAMPING: 1KI3 1999
 AJ3708_MARK LOGO: MCDOT 
 AJ3708_PROJECTION: FLUSH
 AJ3708_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3708+STABILITY: POSITION/ELEVATION WELL
 AJ3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3708+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3708_ROD/PIPE-DEPTH:  5.5 meters
 AJ3708_SLEEVE-DEPTH  :  0.8 meters
 AJ3708
 AJ3708  HISTORY     - Date     Condition        Report By
 AJ3708  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3708  HISTORY     - 20020928 GOOD             USPSQD
 AJ3708
 AJ3708                          STATION DESCRIPTION
 AJ3708
 AJ3708'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3708'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 05
 AJ3708'NORTH, RANGE 05 EAST, SECTION 6
 AJ3708'OWNERSHIP - STATE
 AJ3708'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA (EXIT
 AJ3708'43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO PIMA
 AJ3708'ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 18 MI (29.0 KM) ON
 AJ3708'PIMA ROAD TO A BRIDGE AT A POINT 0.1 MI (0.2 KM) SOUTH OF STAGECOACH
 AJ3708'PASS, THENCE TURN RIGHT (EAST) ENTERING THE WASH AND PROCEED 0.2 MI
 AJ3708'(.4 KM) TO A BIG DEAD TREE AND A FORK IN THE WASH, THENCE VEER RIGHT
 AJ3708'(SOUTH) AND CONTINUE TO DRIVE IN THE WASH FOR 0.1 MI (0.2 KM) TO AN
 AJ3708'ISLAND AND PARK, THENCE WALK TO THE TOP OF THE ISLAND TO THE STATION
 AJ3708'AS DESCRIBED
 AJ3708'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3708'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3708'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3708'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1KI3 1999, SURROUNDED
 AJ3708'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3708'CARSONITE MARKER
 AJ3708'STATION TIES
 AJ3708'61 FEET (18.6 M) FROM THE NORTH CENTERLINE OF THE WASH
 AJ3708'28 FEET (8.5 M) FROM THE SOUTH CENTERLINE OF THE WASH
 AJ3708'4.1 FEET (1.2 M) NORTHWEST OF CARSONITE MARKER
 AJ3708'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3708'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3708
 AJ3708                          STATION RECOVERY (2002)
 AJ3708
 AJ3708'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3709 ***********************************************************************
 AJ3709  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3709  DESIGNATION -  1KK3
 AJ3709  PID         -  AJ3709
 AJ3709  STATE/COUNTY-  AZ/MARICOPA
 AJ3709  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3709
 AJ3709                         *CURRENT SURVEY CONTROL
 AJ3709  ___________________________________________________________________
 AJ3709* NAD 83(1992)-  33 48 53.60864(N)    111 47 10.99994(W)     ADJUSTED  
 AJ3709* NAVD 88     -       827.08   (meters)    2713.5    (feet)  GPS OBS   
 AJ3709  ___________________________________________________________________
 AJ3709  X           -  -1,969,075.656 (meters)                     COMP
 AJ3709  Y           -  -4,926,434.126 (meters)                     COMP
 AJ3709  Z           -   3,529,850.275 (meters)                     COMP
 AJ3709  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3709  ELLIP HEIGHT-         798.46  (meters)          (04/12/01) GPS OBS
 AJ3709  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AJ3709
 AJ3709  HORZ ORDER  -  B
 AJ3709  ELLP ORDER  -  THIRD     CLASS II
 AJ3709
 AJ3709.The horizontal coordinates were established by GPS observations
 AJ3709.and adjusted by the National Geodetic Survey in April 2001..
 AJ3709
 AJ3709.The orthometric height was determined by GPS observations and a
 AJ3709.high-resolution geoid model using precise GPS observation and
 AJ3709.processing techniques.
 AJ3709
 AJ3709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3709
 AJ3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3709
 AJ3709.The ellipsoidal height was determined by GPS observations
 AJ3709.and is referenced to NAD 83.
 AJ3709
 AJ3709.The geoid height was determined by GEOID03.
 AJ3709
 AJ3709;                    North         East     Units Scale Factor Converg.
 AJ3709;SPC AZ C     -   312,131.143   225,420.528   MT  0.99990179   +0 04 21.0
 AJ3709;SPC AZ C     - 1,024,052.31    739,568.66   iFT  0.99990179   +0 04 21.0
 AJ3709;UTM  12      - 3,741,909.760   427,220.671   MT  0.99966530   -0 26 15.6
 AJ3709
 AJ3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3709!SPC AZ C     -   0.99987467  x   0.99990179  =   0.99977647
 AJ3709!UTM  12      -   0.99987467  x   0.99966530  =   0.99954001
 AJ3709
 AJ3709                          SUPERSEDED SURVEY CONTROL
 AJ3709
 AJ3709.No superseded survey control is available for this station.
 AJ3709
 AJ3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2722141910(NAD 83)
 AJ3709_MARKER: I = METAL ROD
 AJ3709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3709_STAMPING: 1KK3 1999
 AJ3709_MARK LOGO: MCDOT 
 AJ3709_PROJECTION: FLUSH
 AJ3709_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3709+STABILITY: POSITION/ELEVATION WELL
 AJ3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3709+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3709_ROD/PIPE-DEPTH:  7.2 meters
 AJ3709_SLEEVE-DEPTH  :  0.8 meters
 AJ3709
 AJ3709  HISTORY     - Date     Condition        Report By
 AJ3709  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3709
 AJ3709                          STATION DESCRIPTION
 AJ3709
 AJ3709'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3709'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3709'NORTH, RANGE 05 EAST, SECTION 36
 AJ3709'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3709'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3709'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3709'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3709'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3709'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3709'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3709'ABOUT 4.2 MI (6.8 KM) TO 136TH STREET (A DIRT ROAD) , THENCE TURN LEFT
 AJ3709'(NORTH) AND PROCEED 5.1 MI (8.2 KM) TO A GATED FENCE MARKED WITH A 3
 AJ3709'INCH GLO BRASS CAP, THENCE CONTINUE NORTH (KEEP LEFT OF THE TREE) AND
 AJ3709'DRIVE FOR ABOUT 400 FEET (121.9 M) AND STOP AT A DIRT ROAD, WALK 30
 AJ3709'FEET (9.1 M) WEST THEN 15 FEET (4.6 M) NORTH , TO THE STATION AS
 AJ3709'DESCRIBED
 AJ3709'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3709'COMPRESSED ON A 23.5 FOOT (7.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3709'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3709'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1KK3 1999, SURROUNDED
 AJ3709'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3709'CARSONITE MARKER
 AJ3709'STATION TIES
 AJ3709'30 FT (9.1 M) WEST OF THE 136TH STREET ALIGNMENT
 AJ3709'15 FT (4.5 M) NORTH OF THE EAST WEST DIRT ROAD
 AJ3709'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3709'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3883 ***********************************************************************
 AJ3883  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3883  DESIGNATION -  1LB2
 AJ3883  PID         -  AJ3883
 AJ3883  STATE/COUNTY-  AZ/MARICOPA
 AJ3883  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3883
 AJ3883                         *CURRENT SURVEY CONTROL
 AJ3883  ___________________________________________________________________
 AJ3883* NAD 83(1992)-  33 50 40.61910(N)    112 14 48.74842(W)     ADJUSTED  
 AJ3883* NAVD 88     -       532.90   (meters)    1748.4    (feet)  GPS OBS   
 AJ3883  ___________________________________________________________________
 AJ3883  X           -  -2,007,817.590 (meters)                     COMP
 AJ3883  Y           -  -4,908,523.918 (meters)                     COMP
 AJ3883  Z           -   3,532,425.272 (meters)                     COMP
 AJ3883  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3883  ELLIP HEIGHT-         503.59  (meters)          (04/12/01) GPS OBS
 AJ3883  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AJ3883
 AJ3883  HORZ ORDER  -  B
 AJ3883  ELLP ORDER  -  THIRD     CLASS II
 AJ3883
 AJ3883.The horizontal coordinates were established by GPS observations
 AJ3883.and adjusted by the National Geodetic Survey in April 2001..
 AJ3883
 AJ3883.The orthometric height was determined by GPS observations and a
 AJ3883.high-resolution geoid model using precise GPS observation and
 AJ3883.processing techniques.
 AJ3883
 AJ3883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3883
 AJ3883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3883
 AJ3883.The ellipsoidal height was determined by GPS observations
 AJ3883.and is referenced to NAD 83.
 AJ3883
 AJ3883.The geoid height was determined by GEOID03.
 AJ3883
 AJ3883;                    North         East     Units Scale Factor Converg.
 AJ3883;SPC AZ C     -   315,469.317   182,801.372   MT  0.99991151   -0 11 02.1
 AJ3883;SPC AZ C     - 1,035,004.32    599,742.03   iFT  0.99991151   -0 11 02.1
 AJ3883;UTM  12      - 3,745,626.726   384,641.118   MT  0.99976405   -0 41 40.3
 AJ3883
 AJ3883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3883!SPC AZ C     -   0.99992095  x   0.99991151  =   0.99983247
 AJ3883!UTM  12      -   0.99992095  x   0.99976405  =   0.99968502
 AJ3883
 AJ3883                          SUPERSEDED SURVEY CONTROL
 AJ3883
 AJ3883.No superseded survey control is available for this station.
 AJ3883
 AJ3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8464145627(NAD 83)
 AJ3883_MARKER: I = METAL ROD
 AJ3883_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3883+WITH SETTING: INFORMATION.
 AJ3883_STAMPING: 1LB2 12/99
 AJ3883_MARK LOGO: MCDOT 
 AJ3883_PROJECTION: FLUSH
 AJ3883_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3883+STABILITY: POSITION/ELEVATION WELL
 AJ3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3883+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3883_ROD/PIPE-DEPTH:  1.2 meters
 AJ3883_SLEEVE-DEPTH  :  0.8 meters
 AJ3883
 AJ3883  HISTORY     - Date     Condition        Report By
 AJ3883  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3883  HISTORY     - 20020330 GOOD             USPSQD
 AJ3883  HISTORY     - 20040721 POOR             MCDOT
 AJ3883
 AJ3883                          STATION DESCRIPTION
 AJ3883
 AJ3883'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3883'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3883'NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 EAST, SECTION 22
 AJ3883'OWNERSHIP - STATE LAND
 AJ3883'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3883'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 8.0 MI (12.9
 AJ3883'KM) TO THE INTERSECTION OF CAREFREE HIGHWAY AND PLEASANT HARBOR
 AJ3883'BOULEVARD, THENCE TURN RIGHT (NORTHEAST) ONTO PLEASANT HARBOR
 AJ3883'BOULEVARD AND DRIVE NORTHEASTERLY 1.6 MI, (2.6 KM) TO AN INTERSECTION
 AJ3883'OF PAVED/DIRT, THENCE CROSS THE ROAD TO THE STATION ON THE RIGHT
 AJ3883'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3883'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3883'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3883'COVER STAMPED 1LB2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3883'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3883'STATION TIES -
 AJ3883'5.0 FT (1.5 M) WEST OF A BARBED WIRE FENCE
 AJ3883'20 FT (6.1 M) NORTH OF THE NORTH EDGE OF A DIRT ROAD
 AJ3883'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3883'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3883
 AJ3883                          STATION RECOVERY (2002)
 AJ3883
 AJ3883'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 AJ3883'RECOVERED IN GOOD CONDITION.
 AJ3883
 AJ3883                          STATION RECOVERY (2004)
 AJ3883
 AJ3883'RECOVERY NOTE BY MARICOPA CO DOT 2004 (BPD)
 AJ3883'THIS RECOVERY IS BEING REPORTED ON BEHALF OF RON BARBALA PLS WITH
 AJ3883'ENTRANCO.
 AJ3883'MR. BARBALA SAID THAT IT APPEARS TO HAVE BEEN HIT BY A GRADER AND
 AJ3883'PARTIALLY UNEARTHED, RESULTING IN THE HAND HOLE AND CASING LEANING TO
 AJ3883'THE NORTH AT ROUGHLY A 30 DEGREE ANGLE AND NO STAINLESS ROD WAS
 AJ3883'VISIBLE. THE ACCURACY OF THE STAINLESS STEEL ROD IS UNKNOWN, IF IT
 AJ3883'STILL EXISTS.
 AJ3883'BRIAN DALAGER - MARICOPA DEPARTMENT OF TRANSPORTATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3882 ***********************************************************************
 AJ3882  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3882  DESIGNATION -  1LC2
 AJ3882  PID         -  AJ3882
 AJ3882  STATE/COUNTY-  AZ/MARICOPA
 AJ3882  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3882
 AJ3882                         *CURRENT SURVEY CONTROL
 AJ3882  ___________________________________________________________________
 AJ3882* NAD 83(1992)-  33 52 15.78072(N)    112 11 07.65913(W)     ADJUSTED  
 AJ3882* NAVD 88     -       559.12   (meters)    1834.4    (feet)  GPS OBS   
 AJ3882  ___________________________________________________________________
 AJ3882  X           -  -2,001,946.532 (meters)                     COMP
 AJ3882  Y           -  -4,909,180.806 (meters)                     COMP
 AJ3882  Z           -   3,534,875.008 (meters)                     COMP
 AJ3882  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AJ3882  ELLIP HEIGHT-         530.00  (meters)          (04/12/01) GPS OBS
 AJ3882  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ3882
 AJ3882  HORZ ORDER  -  B
 AJ3882  ELLP ORDER  -  THIRD     CLASS II
 AJ3882
 AJ3882.The horizontal coordinates were established by GPS observations
 AJ3882.and adjusted by the National Geodetic Survey in April 2001..
 AJ3882
 AJ3882.The orthometric height was determined by GPS observations and a
 AJ3882.high-resolution geoid model using precise GPS observation and
 AJ3882.processing techniques.
 AJ3882
 AJ3882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3882
 AJ3882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3882
 AJ3882.The ellipsoidal height was determined by GPS observations
 AJ3882.and is referenced to NAD 83.
 AJ3882
 AJ3882.The geoid height was determined by GEOID03.
 AJ3882
 AJ3882;                    North         East     Units Scale Factor Converg.
 AJ3882;SPC AZ C     -   318,384.520   188,492.497   MT  0.99990762   -0 08 59.3
 AJ3882;SPC AZ C     - 1,044,568.64    618,413.70   iFT  0.99990762   -0 08 59.3
 AJ3882;UTM  12      - 3,748,490.639   390,357.127   MT  0.99974820   -0 39 38.7
 AJ3882
 AJ3882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3882!SPC AZ C     -   0.99991680  x   0.99990762  =   0.99982443
 AJ3882!UTM  12      -   0.99991680  x   0.99974820  =   0.99966503
 AJ3882
 AJ3882                          SUPERSEDED SURVEY CONTROL
 AJ3882
 AJ3882.No superseded survey control is available for this station.
 AJ3882
 AJ3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9035748491(NAD 83)
 AJ3882_MARKER: I = METAL ROD
 AJ3882_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3882+WITH SETTING: INFORMATION.
 AJ3882_STAMPING: 1LC2
 AJ3882_MARK LOGO: MCDOT 
 AJ3882_PROJECTION: FLUSH
 AJ3882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3882+STABILITY: POSITION/ELEVATION WELL
 AJ3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3882+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 AJ3882_ROD/PIPE-DEPTH:  1.8 meters
 AJ3882_SLEEVE-DEPTH  :  0.8 meters
 AJ3882
 AJ3882  HISTORY     - Date     Condition        Report By
 AJ3882  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3882  HISTORY     - 20060722 GOOD             USPSQD
 AJ3882
 AJ3882                          STATION DESCRIPTION
 AJ3882
 AJ3882'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3882'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF THE TOWN OF
 AJ3882'NEW RIVER, TOWNSHIP 6 NORTH, RANGE 2 EAST, SECTION 18
 AJ3882'OWNERSHIP - STATE LAND
 AJ3882'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND NEW RIVER
 AJ3882'ROAD AT EXIT 232, DRIVE SOUTHWESTERLY ON NEW RIVER ROAD 3.7 MI (6.0
 AJ3882'KM) TO A CATTLE GUARD, THENCE CONTINUE ON NEW RIVER ROAD SOUTHWEST 150
 AJ3882'FT (45.7 M) TO THE STATION ON THE RIGHT (WEST) 25 FT (7.6 M) FROM THE
 AJ3882'WEST EDGE OF ASPHALT
 AJ3882'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3882'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3882'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3882'COVER STAMPED 1LC2, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3882'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3882'STATION TIES -
 AJ3882'3.0 FT (0.9 M) EAST OF A BARBED WIRE FENCE
 AJ3882'25 FT (7.6 M) WEST OF THE WEST EDGE OF ASPHALT OF NEW RIVER ROAD
 AJ3882'150 FT (45.7 M) SOUTH OF A BARBED WIRE FENCE
 AJ3882'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3882'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3882
 AJ3882                          STATION RECOVERY (2006)
 AJ3882
 AJ3882'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 AJ3882'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3710 ***********************************************************************
 AJ3710  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3710  DESIGNATION -  1LD1
 AJ3710  PID         -  AJ3710
 AJ3710  STATE/COUNTY-  AZ/MARICOPA
 AJ3710  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3710
 AJ3710                         *CURRENT SURVEY CONTROL
 AJ3710  ___________________________________________________________________
 AJ3710* NAD 83(1992)-  33 51 24.64620(N)    112 09 08.16457(W)     ADJUSTED  
 AJ3710* NAVD 88     -       553.87   (meters)    1817.2    (feet)  GPS OBS   
 AJ3710  ___________________________________________________________________
 AJ3710  X           -  -1,999,431.603 (meters)                     COMP
 AJ3710  Y           -  -4,911,148.914 (meters)                     COMP
 AJ3710  Z           -   3,533,563.740 (meters)                     COMP
 AJ3710  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 AJ3710  ELLIP HEIGHT-         524.77  (meters)          (04/12/01) GPS OBS
 AJ3710  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AJ3710
 AJ3710  HORZ ORDER  -  B
 AJ3710  ELLP ORDER  -  THIRD     CLASS II
 AJ3710
 AJ3710.The horizontal coordinates were established by GPS observations
 AJ3710.and adjusted by the National Geodetic Survey in April 2001..
 AJ3710
 AJ3710.The orthometric height was determined by GPS observations and a
 AJ3710.high-resolution geoid model using precise GPS observation and
 AJ3710.processing techniques.
 AJ3710
 AJ3710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3710
 AJ3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3710
 AJ3710.The ellipsoidal height was determined by GPS observations
 AJ3710.and is referenced to NAD 83.
 AJ3710
 AJ3710.The geoid height was determined by GEOID03.
 AJ3710
 AJ3710;                    North         East     Units Scale Factor Converg.
 AJ3710;SPC AZ C     -   316,801.629   191,559.740   MT  0.99990586   -0 07 52.5
 AJ3710;SPC AZ C     - 1,039,375.42    628,476.84   iFT  0.99990586   -0 07 52.5
 AJ3710;UTM  12      - 3,746,880.725   393,409.638   MT  0.99974006   -0 38 31.2
 AJ3710
 AJ3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3710!SPC AZ C     -   0.99991762  x   0.99990586  =   0.99982349
 AJ3710!UTM  12      -   0.99991762  x   0.99974006  =   0.99965771
 AJ3710
 AJ3710                          SUPERSEDED SURVEY CONTROL
 AJ3710
 AJ3710.No superseded survey control is available for this station.
 AJ3710
 AJ3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9341046881(NAD 83)
 AJ3710_MARKER: I = METAL ROD
 AJ3710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3710+WITH SETTING: INFORMATION.
 AJ3710_STAMPING: 1LD1 1999
 AJ3710_MARK LOGO: MCDOT 
 AJ3710_PROJECTION: FLUSH
 AJ3710_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3710+STABILITY: POSITION/ELEVATION WELL
 AJ3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3710+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AJ3710_ROD/PIPE-DEPTH:  1.8 meters
 AJ3710_SLEEVE-DEPTH  :  0.8 meters
 AJ3710
 AJ3710  HISTORY     - Date     Condition        Report By
 AJ3710  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3710  HISTORY     - 20050831 GOOD             EVANS
 AJ3710
 AJ3710                          STATION DESCRIPTION
 AJ3710
 AJ3710'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3710'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 06 NORTH,
 AJ3710'RANGE 02 EAST, SECTION 16
 AJ3710'OWNERSHIP - PRIVATE
 AJ3710'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND PIONEER ROAD, (EXIT
 AJ3710'229) , DRIVE EASTERLY ON PIONEER ROAD FOR ABOUT 0.8 MI (1.3 KM) THENCE
 AJ3710'TURN RIGHT (NORTH) ON AN UNNAMED DIRT ROAD AND DRIVE ABOUT 2.9 MI (4.6
 AJ3710'KM) CROSSING OVER TWO CATTLE GUARDS (ONE AT 0.4 MI AND THE OTHER AT
 AJ3710'1.7 MI RESPECTIVELY), THENCE TURN LEFT (SOUTHWEST) ON AN UNNAMED DIRT
 AJ3710'ROAD AND DRIVE SOUTHWESTERLY THEN WESTERLY ABOUT 0.2 MI (0.3 KM) TO
 AJ3710'THE STATION ON THE RIGHT (NORTH) SIDE MORE PARTICULARLY AS DESCRIBED
 AJ3710'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3710'COMPRESSED ON A 6.0 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3710'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3710'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LD1 1999, SURROUNDED WITH A
 AJ3710'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3710'MARKER
 AJ3710'STATION TIES
 AJ3710'65.0 FEET (19.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3710'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3710'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3710
 AJ3710                          STATION RECOVERY (2005)
 AJ3710
 AJ3710'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3743 ***********************************************************************
 AJ3743  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3743  DESIGNATION -  1LE2
 AJ3743  PID         -  AJ3743
 AJ3743  STATE/COUNTY-  AZ/MARICOPA
 AJ3743  USGS QUAD   -  NEW RIVER SE (1981)
 AJ3743
 AJ3743                         *CURRENT SURVEY CONTROL
 AJ3743  ___________________________________________________________________
 AJ3743* NAD 83(1992)-  33 50 59.15689(N)    112 04 57.60695(W)     ADJUSTED  
 AJ3743* NAVD 88     -       580.22   (meters)    1903.6    (feet)  GPS OBS   
 AJ3743  ___________________________________________________________________
 AJ3743  X           -  -1,993,637.136 (meters)                     COMP
 AJ3743  Y           -  -4,913,999.911 (meters)                     COMP
 AJ3743  Z           -   3,532,926.244 (meters)                     COMP
 AJ3743  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 AJ3743  ELLIP HEIGHT-         551.28  (meters)          (04/12/01) GPS OBS
 AJ3743  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AJ3743
 AJ3743  HORZ ORDER  -  B
 AJ3743  ELLP ORDER  -  THIRD     CLASS II
 AJ3743
 AJ3743.The horizontal coordinates were established by GPS observations
 AJ3743.and adjusted by the National Geodetic Survey in April 2001..
 AJ3743
 AJ3743.The orthometric height was determined by GPS observations and a
 AJ3743.high-resolution geoid model using precise GPS observation and
 AJ3743.processing techniques.
 AJ3743
 AJ3743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3743
 AJ3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3743
 AJ3743.The ellipsoidal height was determined by GPS observations
 AJ3743.and is referenced to NAD 83.
 AJ3743
 AJ3743.The geoid height was determined by GEOID03.
 AJ3743
 AJ3743;                    North         East     Units Scale Factor Converg.
 AJ3743;SPC AZ C     -   316,003.780   197,998.530   MT  0.99990291   -0 05 32.9
 AJ3743;SPC AZ C     - 1,036,757.81    649,601.48   iFT  0.99990291   -0 05 32.9
 AJ3743;UTM  12      - 3,746,025.665   399,839.951   MT  0.99972367   -0 36 11.2
 AJ3743
 AJ3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3743!SPC AZ C     -   0.99991346  x   0.99990291  =   0.99981638
 AJ3743!UTM  12      -   0.99991346  x   0.99972367  =   0.99963716
 AJ3743
 AJ3743                          SUPERSEDED SURVEY CONTROL
 AJ3743
 AJ3743.No superseded survey control is available for this station.
 AJ3743
 AJ3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9984046026(NAD 83)
 AJ3743_MARKER: I = METAL ROD
 AJ3743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3743_STAMPING: 1LE2 1999
 AJ3743_MARK LOGO: MCDOT 
 AJ3743_PROJECTION: FLUSH
 AJ3743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3743+STABILITY: POSITION/ELEVATION WELL
 AJ3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3743+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3743_ROD/PIPE-DEPTH:  3.0 meters
 AJ3743_SLEEVE-DEPTH  :  0.8 meters
 AJ3743
 AJ3743  HISTORY     - Date     Condition        Report By
 AJ3743  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3743
 AJ3743                          STATION DESCRIPTION
 AJ3743
 AJ3743'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3743'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 06
 AJ3743'NORTH, RANGE 03 EAST, SECTION 21
 AJ3743'OWNERSHIP - PRIVATE
 AJ3743'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3743'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY FOR 3.0 MI (4.8 KM) ,
 AJ3743'TO 7TH AVENUE, THENCE TURN LEFT (NORTH) ONTO 7TH AVENUE AND DRIVE 3.5
 AJ3743'MI (5.6 KM) TO THE END OF ASPHALT, THENCE CONTINUE NORTH ON 7TH AVENUE
 AJ3743'(NORTH) FOR 0.5 MI (0.7 KM) AND PARK AND WALK EAST 25 FEET (7.6 M) TO
 AJ3743'THE STATION AS DESCRIBED
 AJ3743'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3743'COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3743'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3743'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LE2 1999, SURROUNDED WITH A
 AJ3743'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3743'MARKER
 AJ3743'STATION TIES
 AJ3743'25 FT (7.6 M) EAST OF DIRT ROAD
 AJ3743'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3743'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3731 ***********************************************************************
 AJ3731  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3731  DESIGNATION -  1LG2
 AJ3731  PID         -  AJ3731
 AJ3731  STATE/COUNTY-  AZ/MARICOPA
 AJ3731  USGS QUAD   -  CAVE CREEK (1981)
 AJ3731
 AJ3731                         *CURRENT SURVEY CONTROL
 AJ3731  ___________________________________________________________________
 AJ3731* NAD 83(1992)-  33 51 51.75156(N)    111 58 40.06151(W)     ADJUSTED  
 AJ3731* NAVD 88     -       703.42   (meters)    2307.8    (feet)  GPS OBS   
 AJ3731  ___________________________________________________________________
 AJ3731  X           -  -1,984,339.728 (meters)                     COMP
 AJ3731  Y           -  -4,916,898.631 (meters)                     COMP
 AJ3731  Z           -   3,534,340.888 (meters)                     COMP
 AJ3731  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AJ3731  ELLIP HEIGHT-         674.78  (meters)          (04/12/01) GPS OBS
 AJ3731  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AJ3731
 AJ3731  HORZ ORDER  -  B
 AJ3731  ELLP ORDER  -  THIRD     CLASS II
 AJ3731
 AJ3731.The horizontal coordinates were established by GPS observations
 AJ3731.and adjusted by the National Geodetic Survey in April 2001..
 AJ3731
 AJ3731.The orthometric height was determined by GPS observations and a
 AJ3731.high-resolution geoid model using precise GPS observation and
 AJ3731.processing techniques.
 AJ3731
 AJ3731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3731
 AJ3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3731
 AJ3731.The ellipsoidal height was determined by GPS observations
 AJ3731.and is referenced to NAD 83.
 AJ3731
 AJ3731.The geoid height was determined by GEOID03.
 AJ3731
 AJ3731;                    North         East     Units Scale Factor Converg.
 AJ3731;SPC AZ C     -   317,613.401   207,704.291   MT  0.99990039   -0 02 02.6
 AJ3731;SPC AZ C     - 1,042,038.72    681,444.52   iFT  0.99990039   -0 02 02.6
 AJ3731;UTM  12      - 3,747,548.416   409,557.834   MT  0.99970084   -0 32 41.6
 AJ3731
 AJ3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3731!SPC AZ C     -   0.99989408  x   0.99990039  =   0.99979448
 AJ3731!UTM  12      -   0.99989408  x   0.99970084  =   0.99959495
 AJ3731
 AJ3731                          SUPERSEDED SURVEY CONTROL
 AJ3731
 AJ3731.No superseded survey control is available for this station.
 AJ3731
 AJ3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0955847548(NAD 83)
 AJ3731_MARKER: I = METAL ROD
 AJ3731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3731+WITH SETTING: INFORMATION.
 AJ3731_STAMPING: 1LG2 1999
 AJ3731_MARK LOGO: MCDOT 
 AJ3731_PROJECTION: FLUSH
 AJ3731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3731+STABILITY: POSITION/ELEVATION WELL
 AJ3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3731+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3731_ROD/PIPE-DEPTH:  0.9 meters
 AJ3731_SLEEVE-DEPTH  :  0.8 meters
 AJ3731
 AJ3731  HISTORY     - Date     Condition        Report By
 AJ3731  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3731
 AJ3731                          STATION DESCRIPTION
 AJ3731
 AJ3731'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3731'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3731'NORTH, RANGE 04 EAST, SECTION 18
 AJ3731'OWNERSHIP - PRIVATE
 AJ3731'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3731'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY FOR 10.0 MI (16.1 KM)
 AJ3731'TO CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3731'DRIVE NORTHERLY TO SPUR CROSS ROAD, THENCE TURN LEFT (NORTH) ONTO SPUR
 AJ3731'CROSS ROAD AND DRIVE 0.2 MI (0.3 KM) TO GRAPEVINE ROAD, THENCE TURN
 AJ3731'RIGHT (EAST) ONTO GRAPEVINE ROAD AND DRIVE 150 FEET (45.7 M) TO SPUR
 AJ3731'CROSS ROAD, THENCE TURN LEFT (NORTH) ONTO SPUR CROSS ROAD AND DRIVE
 AJ3731'NORTHERLY 1.5 MI (2.4 KM) TO CHINA RANCH ROAD, THENCE TURN LEFT (WEST)
 AJ3731'AND DRIVE WESTERLY 0.5 MI (0.8 KM) TO ROCKAWAY HILLS ROAD, THENCE TURN
 AJ3731'LEFT (WEST) ONTO ROCKAWAY HILLS ROAD AND DRIVE 0.2 MI (0.3 KM) TO OLD
 AJ3731'STAGE ROAD, THENCE TURN RIGHT (NORTH) ONTO OLD STAGE ROAD AND DRIVE
 AJ3731'0.4 MI (0.6 KM) TO AN UNNAMED DIRT ROAD, THENCE TURN LEFT (WEST) ONTO
 AJ3731'UNNAMED DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A JUNCTION OR FORK,
 AJ3731'THENCE TURN OR KEEP RIGHT (NORTH) ONTO JUNCTION OR FORK AND DRIVE IN A
 AJ3731'WESTERLY DIRECTION (THE DIRT ROAD WILL MEANDER NORTH AND SOUTH) FOR
 AJ3731'0.5 MI (0.8 KM) AND PARK, WALK WEST 13 FEET (4.0 M) TO THE STATION AS
 AJ3731'DESCRIBED
 AJ3731'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3731'COMPRESSED ON A 3.0 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3731'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3731'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LG2 1999, SURROUNDED WITH A
 AJ3731'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3731'MARKER
 AJ3731'STATION TIES
 AJ3731'STATION IS JUST SOUTH OF A U SHAPED DRIVEWAY WITH A HOUSE
 AJ3731'13.0 FT (4.0 M) WEST AND PERPENDICULAR TO THE WEST EDGE OF DIRT ROAD
 AJ3731'3.0 FT (0.9 M) NORTHEAST OF CARSONITE MARKER
 AJ3731'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3731'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3733 ***********************************************************************
 AJ3733  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3733  DESIGNATION -  1LH3
 AJ3733  PID         -  AJ3733
 AJ3733  STATE/COUNTY-  AZ/MARICOPA
 AJ3733  USGS QUAD   -  CAVE CREEK (1981)
 AJ3733
 AJ3733                         *CURRENT SURVEY CONTROL
 AJ3733  ___________________________________________________________________
 AJ3733* NAD 83(1992)-  33 50 05.23617(N)    111 56 24.32045(W)     ADJUSTED  
 AJ3733* NAVD 88     -       697.58   (meters)    2288.6    (feet)  GPS OBS   
 AJ3733  ___________________________________________________________________
 AJ3733  X           -  -1,981,784.791 (meters)                     COMP
 AJ3733  Y           -  -4,919,894.711 (meters)                     COMP
 AJ3733  Z           -   3,531,611.724 (meters)                     COMP
 AJ3733  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AJ3733  ELLIP HEIGHT-         668.87  (meters)          (04/12/01) GPS OBS
 AJ3733  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AJ3733
 AJ3733  HORZ ORDER  -  B
 AJ3733  ELLP ORDER  -  THIRD     CLASS II
 AJ3733
 AJ3733.The horizontal coordinates were established by GPS observations
 AJ3733.and adjusted by the National Geodetic Survey in April 2001..
 AJ3733
 AJ3733.The orthometric height was determined by GPS observations and a
 AJ3733.high-resolution geoid model using precise GPS observation and
 AJ3733.processing techniques.
 AJ3733
 AJ3733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3733
 AJ3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3733
 AJ3733.The ellipsoidal height was determined by GPS observations
 AJ3733.and is referenced to NAD 83.
 AJ3733
 AJ3733.The geoid height was determined by GEOID03.
 AJ3733
 AJ3733;                    North         East     Units Scale Factor Converg.
 AJ3733;SPC AZ C     -   314,330.447   211,192.168   MT  0.99990006   -0 00 46.9
 AJ3733;SPC AZ C     - 1,031,267.87    692,887.69   iFT  0.99990006   -0 00 46.9
 AJ3733;UTM  12      - 3,744,235.182   413,015.612   MT  0.99969327   -0 31 24.5
 AJ3733
 AJ3733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3733!SPC AZ C     -   0.99989501  x   0.99990006  =   0.99979508
 AJ3733!UTM  12      -   0.99989501  x   0.99969327  =   0.99958831
 AJ3733
 AJ3733                          SUPERSEDED SURVEY CONTROL
 AJ3733
 AJ3733.No superseded survey control is available for this station.
 AJ3733
 AJ3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1301644235(NAD 83)
 AJ3733_MARKER: I = METAL ROD
 AJ3733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3733+WITH SETTING: INFORMATION.
 AJ3733_STAMPING: 1LH3 1999
 AJ3733_MARK LOGO: MCDOT 
 AJ3733_PROJECTION: FLUSH
 AJ3733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3733+STABILITY: POSITION/ELEVATION WELL
 AJ3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3733+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 AJ3733_ROD/PIPE-DEPTH:  0.9 meters
 AJ3733_SLEEVE-DEPTH  :  0.8 meters
 AJ3733
 AJ3733  HISTORY     - Date     Condition        Report By
 AJ3733  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3733  HISTORY     - 20020917 GOOD             MCDOT
 AJ3733
 AJ3733                          STATION DESCRIPTION
 AJ3733
 AJ3733'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3733'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3733'NORTH, RANGE 04 EAST, SECTION 27
 AJ3733'OWNERSHIP - PRIVATE
 AJ3733'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3733'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3733'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3733'DRIVE NORTHERLY 3.0 MI (4.8 KM) TO SCHOOL HOUSE ROAD, THENCE CONTINUE
 AJ3733'EASTERLY ON CAVE CREEK ROAD FOR 0.3 MI (0.5 KM) TO A DIRT ROAD ON THE
 AJ3733'LEFT (NORTH) SIDE OF THE ROAD (JUST BEFORE A POWER POLE), THENCE TURN
 AJ3733'LEFT (NORTH) ONTO DIRT ROAD AND DRIVE NORTHERLY FOR 0.1 MI (0.2 KM) TO
 AJ3733'ANOTHER DIRT ROAD AT THE TOP OF THE HILL (THIS ROAD RUNS EAST WEST),
 AJ3733'THENCE TURN LEFT (WEST) ONTO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO
 AJ3733'THE STATION ON THE LEFT (SOUTH) SIDE OF DIRT ROAD, STATION DESCRIBED
 AJ3733'AS
 AJ3733'THE STATION AS DESCRIBED
 AJ3733'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3733'COMPRESSED ON A 3.0 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3733'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3733'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LH3 1999, SURROUNDED WITH A
 AJ3733'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3733'MARKER
 AJ3733'STATION TIES
 AJ3733'200 FT (61.0 M) WEST OF AND PERPENDICULAR TO POWER LINE WITH WOODEN
 AJ3733'POLES
 AJ3733'62 FT (18.9 M) EAST OF AND PERPENDICULAR TO BLOCKED ACCESS ROAD
 AJ3733'21 FT (6.4 M) SOUTH OF AND PERPENDICULAR TO DESERT FOOTHILLS LIBRARY
 AJ3733'ACCESS ROAD
 AJ3733'5.0 FT (1.5 M) NORTH OF WHITE CARSONITE MARKER
 AJ3733'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3733'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3733
 AJ3733                          STATION RECOVERY (2002)
 AJ3733
 AJ3733'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 AJ3733'THE LAND SWITCHED FROM STATE TRUST TO PRIVATE OWNERSHIP. MR. MANONE
 AJ3733'(DEVELOPMENT REP) IS WILLING TO ALLOW OCCUPATION HOWEVER HE STATED IT
 AJ3733'IS IMPERATIVE HE IS NOTIFIED PRIOR TO INGRESS. MIKE MANONE WORKS WITH
 AJ3733'LENAR COMMUNITY DEV. 602-344-3421(O)  602-451-5772(M). AFTER
 AJ3733'CONSTRUCTION, IT WILL BE A GATED COMMUNITY AND THE DESCRIPTION WILL
 AJ3733'NEED TO BE UPDATED TO CONTAIN THE SECURITY FIRMS INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3711 ***********************************************************************
 AJ3711  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3711  DESIGNATION -  1LJ1
 AJ3711  PID         -  AJ3711
 AJ3711  STATE/COUNTY-  AZ/MARICOPA
 AJ3711  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3711
 AJ3711                         *CURRENT SURVEY CONTROL
 AJ3711  ___________________________________________________________________
 AJ3711* NAD 83(1992)-  33 51 22.98574(N)    111 50 22.42145(W)     ADJUSTED  
 AJ3711* NAVD 88     -       992.04   (meters)    3254.7    (feet)  GPS OBS   
 AJ3711  ___________________________________________________________________
 AJ3711  X           -  -1,972,744.289 (meters)                     COMP
 AJ3711  Y           -  -4,922,352.890 (meters)                     COMP
 AJ3711  Z           -   3,533,765.756 (meters)                     COMP
 AJ3711  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3711  ELLIP HEIGHT-         963.65  (meters)          (04/12/01) GPS OBS
 AJ3711  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AJ3711
 AJ3711  HORZ ORDER  -  B
 AJ3711  ELLP ORDER  -  THIRD     CLASS II
 AJ3711
 AJ3711.The horizontal coordinates were established by GPS observations
 AJ3711.and adjusted by the National Geodetic Survey in April 2001..
 AJ3711
 AJ3711.The orthometric height was determined by GPS observations and a
 AJ3711.high-resolution geoid model using precise GPS observation and
 AJ3711.processing techniques.
 AJ3711
 AJ3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3711
 AJ3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3711
 AJ3711.The ellipsoidal height was determined by GPS observations
 AJ3711.and is referenced to NAD 83.
 AJ3711
 AJ3711.The geoid height was determined by GEOID03.
 AJ3711
 AJ3711;                    North         East     Units Scale Factor Converg.
 AJ3711;SPC AZ C     -   316,728.177   220,494.596   MT  0.99990063   +0 02 34.6
 AJ3711;SPC AZ C     - 1,039,134.44    723,407.47   iFT  0.99990063   +0 02 34.6
 AJ3711;UTM  12      - 3,746,549.421   422,337.018   MT  0.99967435   -0 28 03.9
 AJ3711
 AJ3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3711!SPC AZ C     -   0.99984874  x   0.99990063  =   0.99974939
 AJ3711!UTM  12      -   0.99984874  x   0.99967435  =   0.99952314
 AJ3711
 AJ3711                          SUPERSEDED SURVEY CONTROL
 AJ3711
 AJ3711.No superseded survey control is available for this station.
 AJ3711
 AJ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2233746549(NAD 83)
 AJ3711_MARKER: I = METAL ROD
 AJ3711_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3711+WITH SETTING: INFORMATION.
 AJ3711_STAMPING: 1LJ1 1999
 AJ3711_MARK LOGO: MCDOT 
 AJ3711_PROJECTION: FLUSH
 AJ3711_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3711+STABILITY: POSITION/ELEVATION WELL
 AJ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3711+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3711_ROD/PIPE-DEPTH:  1.4 meters
 AJ3711_SLEEVE-DEPTH  :  0.8 meters
 AJ3711
 AJ3711  HISTORY     - Date     Condition        Report By
 AJ3711  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3711
 AJ3711                          STATION DESCRIPTION
 AJ3711
 AJ3711'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3711'THE STATION IS LOCATED WITHIN CITY OF SCOTTSDALE, COUNTY OF MARICOPA,
 AJ3711'TOWNSHIP 06 NORTH, RANGE 05 EAST, SECTION 16
 AJ3711'OWNERSHIP - PRIVATE
 AJ3711'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3711'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3711'CAVE CREEK ROAD, THENCE TURN LEFT (NORTH) ON CAVE CREEK ROAD AND DRIVE
 AJ3711'9.2 MI (14.8 KM) TO DESERT HILLS DRIVE, THENCE TURN LEFT (NORTHWEST)
 AJ3711'ONTO DESERT HILLS DRIVE AND PROCEED 0.3 MI (0.5 KM) TO DESERT MOUNTAIN
 AJ3711'PARKWAY, THENCE TURN RIGHT (NORTHEAST) ONTO DESERT MOUNTAIN PARKWAY
 AJ3711'AND PROCEED 1.4 MI (2.3 KM) TO SOLERO DRIVE, THENCE TURN RIGHT (EAST)
 AJ3711'ONTO SOLERO DRIVE FOR 0.1 MI TO MESQUITE DR ON LEFT (NORTH), THENCE
 AJ3711'CONTINUE STRAIGHT ON SOLERO DRIVE SOUTHEASTERLY PAST MESQUITE FOR
 AJ3711'ABOUT 400 FT (121.9 M), PARK AT THIS LOCATION AND WALK 73 FEET (22.3
 AJ3711'M) NORTHWEST TO THE STATION IS AS DESCRIBED
 AJ3711'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3711'COMPRESSED ON A 4.5 FOOT (1.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3711'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3711'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LJ1 1999, SURROUNDED WITH A
 AJ3711'CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3711'STATION TIES
 AJ3711'73.0 FEET (22.3 M) NORTHWEST OF THE CENTERLINE OF SOLERO DRIVE
 AJ3711'17.0 FEET (5.2 M) NORTHWEST OF THE GOLF CART PATH
 AJ3711'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3711'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3741 ***********************************************************************
 AJ3741  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3741  DESIGNATION -  1LK4
 AJ3741  PID         -  AJ3741
 AJ3741  STATE/COUNTY-  AZ/MARICOPA
 AJ3741  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3741
 AJ3741                         *CURRENT SURVEY CONTROL
 AJ3741  ___________________________________________________________________
 AJ3741* NAD 83(1992)-  33 51 05.81843(N)    111 46 59.82839(W)     ADJUSTED  
 AJ3741* NAVD 88     -       839.59   (meters)    2754.6    (feet)  GPS OBS   
 AJ3741  ___________________________________________________________________
 AJ3741  X           -  -1,967,970.981 (meters)                     COMP
 AJ3741  Y           -  -4,924,444.217 (meters)                     COMP
 AJ3741  Z           -   3,533,241.486 (meters)                     COMP
 AJ3741  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3741  ELLIP HEIGHT-         811.17  (meters)          (04/12/01) GPS OBS
 AJ3741  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AJ3741
 AJ3741  HORZ ORDER  -  B
 AJ3741  ELLP ORDER  -  THIRD     CLASS II
 AJ3741
 AJ3741.The horizontal coordinates were established by GPS observations
 AJ3741.and adjusted by the National Geodetic Survey in April 2001..
 AJ3741
 AJ3741.The orthometric height was determined by GPS observations and a
 AJ3741.high-resolution geoid model using precise GPS observation and
 AJ3741.processing techniques.
 AJ3741
 AJ3741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3741
 AJ3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3741
 AJ3741.The ellipsoidal height was determined by GPS observations
 AJ3741.and is referenced to NAD 83.
 AJ3741
 AJ3741.The geoid height was determined by GEOID03.
 AJ3741
 AJ3741;                    North         East     Units Scale Factor Converg.
 AJ3741;SPC AZ C     -   316,204.615   225,702.530   MT  0.99990188   +0 04 27.5
 AJ3741;SPC AZ C     - 1,037,416.72    740,493.86   iFT  0.99990188   +0 04 27.5
 AJ3741;UTM  12      - 3,745,979.595   427,538.872   MT  0.99966473   -0 26 10.8
 AJ3741
 AJ3741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3741!SPC AZ C     -   0.99987267  x   0.99990188  =   0.99977457
 AJ3741!UTM  12      -   0.99987267  x   0.99966473  =   0.99953745
 AJ3741
 AJ3741                          SUPERSEDED SURVEY CONTROL
 AJ3741
 AJ3741.No superseded survey control is available for this station.
 AJ3741
 AJ3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2753945980(NAD 83)
 AJ3741_MARKER: DD = SURVEY DISK
 AJ3741_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3741_STAMPING: 1LK4
 AJ3741_MARK LOGO: MCDOT 
 AJ3741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3741+STABILITY: POSITION/ELEVATION WELL
 AJ3741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3741+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3741
 AJ3741  HISTORY     - Date     Condition        Report By
 AJ3741  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3741
 AJ3741                          STATION DESCRIPTION
 AJ3741
 AJ3741'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3741'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FORREST, COUNTY OF
 AJ3741'MARICOPA, TOWNSHIP 06 NORTH, RANGE 06 EAST, SECTION 19
 AJ3741'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3741'TO REACH THE STATION FROM THE JUNCTION OF SR 101 AND VIA DE VENTURA
 AJ3741'(EXIT 43) DRIVE WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3741'PIMA ROAD, THENCE TURN RIGHT (NORTH) ONTO PIMA ROAD AND DRIVE ABOUT
 AJ3741'20.3 MI (32.7 KM) TO CAVE CREEK ROAD ,THENCE TURN RIGHT (NORTHEAST)
 AJ3741'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3741'THENCE TURN RIGHT (EAST) ONTO BARTLETT DAM ROAD AND DRIVE 3.2 MI (5.1
 AJ3741'KM) AND PARK, HIKE 5 MINUTES NORTH AND UPHILL TO THE STATION AS
 AJ3741'DESCRIBED
 AJ3741'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3741'COUNTY D.O.T.  BRASS DISK, STAMPED 1LK4, SET IN A ROCK OUTCROP,
 AJ3741'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3741'STATION TIES
 AJ3741'5 FT (1.5 M) SOUTHWEST FROM A BARREL
 AJ3741'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3741'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3712 ***********************************************************************
 AJ3712  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3712  DESIGNATION -  1LL1
 AJ3712  PID         -  AJ3712
 AJ3712  STATE/COUNTY-  AZ/MARICOPA
 AJ3712  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3712
 AJ3712                         *CURRENT SURVEY CONTROL
 AJ3712  ___________________________________________________________________
 AJ3712* NAD 83(1992)-  33 52 35.81151(N)    111 44 09.73478(W)     ADJUSTED  
 AJ3712* NAVD 88     -       990.03   (meters)    3248.1    (feet)  GPS OBS   
 AJ3712  ___________________________________________________________________
 AJ3712  X           -  -1,963,383.472 (meters)                     COMP
 AJ3712  Y           -  -4,924,746.138 (meters)                     COMP
 AJ3712  Z           -   3,535,628.128 (meters)                     COMP
 AJ3712  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ3712  ELLIP HEIGHT-         961.75  (meters)          (04/12/01) GPS OBS
 AJ3712  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AJ3712
 AJ3712  HORZ ORDER  -  B
 AJ3712  ELLP ORDER  -  THIRD     CLASS II
 AJ3712
 AJ3712.The horizontal coordinates were established by GPS observations
 AJ3712.and adjusted by the National Geodetic Survey in April 2001..
 AJ3712
 AJ3712.The orthometric height was determined by GPS observations and a
 AJ3712.high-resolution geoid model using precise GPS observation and
 AJ3712.processing techniques.
 AJ3712
 AJ3712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3712
 AJ3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3712
 AJ3712.The ellipsoidal height was determined by GPS observations
 AJ3712.and is referenced to NAD 83.
 AJ3712
 AJ3712.The geoid height was determined by GEOID03.
 AJ3712
 AJ3712;                    North         East     Units Scale Factor Converg.
 AJ3712;SPC AZ C     -   318,983.802   230,069.821   MT  0.99990344   +0 06 02.5
 AJ3712;SPC AZ C     - 1,046,534.78    754,822.25   iFT  0.99990344   +0 06 02.5
 AJ3712;UTM  12      - 3,748,719.074   431,929.705   MT  0.99965712   -0 24 37.0
 AJ3712
 AJ3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3712!SPC AZ C     -   0.99984904  x   0.99990344  =   0.99975250
 AJ3712!UTM  12      -   0.99984904  x   0.99965712  =   0.99950621
 AJ3712
 AJ3712                          SUPERSEDED SURVEY CONTROL
 AJ3712
 AJ3712.No superseded survey control is available for this station.
 AJ3712
 AJ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3193048719(NAD 83)
 AJ3712_MARKER: I = METAL ROD
 AJ3712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3712_STAMPING: 1LL1 1999
 AJ3712_MARK LOGO: MCDOT 
 AJ3712_PROJECTION: FLUSH
 AJ3712_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3712+STABILITY: POSITION/ELEVATION WELL
 AJ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3712+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3712_ROD/PIPE-DEPTH: 19.1 meters
 AJ3712_SLEEVE-DEPTH  :  0.8 meters
 AJ3712
 AJ3712  HISTORY     - Date     Condition        Report By
 AJ3712  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3712
 AJ3712                          STATION DESCRIPTION
 AJ3712
 AJ3712'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3712'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3712'NORTH, RANGE 06 EAST, SECTION 10
 AJ3712'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3712'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3712'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3712'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3712'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3712'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3712'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3712'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE CONTINUE ON BARTLETT DAM ROAD
 AJ3712'FOR 0.5 MI (0.8 KM) AND PARK, WALK SOUTH TO THE TOP OF THE CUT BANK TO
 AJ3712'THE STATION AS DESCRIBED
 AJ3712'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3712'COMPRESSED ON A 50.0 FOOT (15.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3712'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3712'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1LL1 1999, SURROUNDED
 AJ3712'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3712'CARSONITE MARKER
 AJ3712'STATION TIES
 AJ3712'85 FEET (25.9 M) SOUTH OF THE CENTERLINE OF BARTLETT DAM ROAD
 AJ3712'12 FEET (3.7 M) SOUTH OF THE RIDGE OF THE CUT BANK
 AJ3712'4 FEET (1.2 M) SOUTHEAST OF THE CARSONITE MARKER
 AJ3712'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3712'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3713 ***********************************************************************
 AJ3713  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3713  DESIGNATION -  1LM2
 AJ3713  PID         -  AJ3713
 AJ3713  STATE/COUNTY-  AZ/MARICOPA
 AJ3713  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3713
 AJ3713                         *CURRENT SURVEY CONTROL
 AJ3713  ___________________________________________________________________
 AJ3713* NAD 83(1992)-  33 51 43.15570(N)    111 41 08.13415(W)     ADJUSTED  
 AJ3713* NAVD 88     -       877.54   (meters)    2879.1    (feet)  GPS OBS   
 AJ3713  ___________________________________________________________________
 AJ3713  X           -  -1,959,346.441 (meters)                     COMP
 AJ3713  Y           -  -4,927,226.248 (meters)                     COMP
 AJ3713  Z           -   3,534,218.101 (meters)                     COMP
 AJ3713  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ3713  ELLIP HEIGHT-         849.15  (meters)          (04/12/01) GPS OBS
 AJ3713  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AJ3713
 AJ3713  HORZ ORDER  -  B
 AJ3713  ELLP ORDER  -  THIRD     CLASS II
 AJ3713
 AJ3713.The horizontal coordinates were established by GPS observations
 AJ3713.and adjusted by the National Geodetic Survey in April 2001..
 AJ3713
 AJ3713.The orthometric height was determined by GPS observations and a
 AJ3713.high-resolution geoid model using precise GPS observation and
 AJ3713.processing techniques.
 AJ3713
 AJ3713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3713
 AJ3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3713
 AJ3713.The ellipsoidal height was determined by GPS observations
 AJ3713.and is referenced to NAD 83.
 AJ3713
 AJ3713.The geoid height was determined by GEOID03.
 AJ3713
 AJ3713;                    North         East     Units Scale Factor Converg.
 AJ3713;SPC AZ C     -   317,370.921   234,740.054   MT  0.99990563   +0 07 43.5
 AJ3713;SPC AZ C     - 1,041,243.18    770,144.53   iFT  0.99990563   +0 07 43.5
 AJ3713;UTM  12      - 3,747,065.031   436,584.202   MT  0.99964958   -0 22 55.3
 AJ3713
 AJ3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3713!SPC AZ C     -   0.99986671  x   0.99990563  =   0.99977236
 AJ3713!UTM  12      -   0.99986671  x   0.99964958  =   0.99951634
 AJ3713
 AJ3713                          SUPERSEDED SURVEY CONTROL
 AJ3713
 AJ3713.No superseded survey control is available for this station.
 AJ3713
 AJ3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3658447065(NAD 83)
 AJ3713_MARKER: I = METAL ROD
 AJ3713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3713+WITH SETTING: INFORMATION.
 AJ3713_STAMPING: 1LM2 1999
 AJ3713_MARK LOGO: MCDOT 
 AJ3713_PROJECTION: FLUSH
 AJ3713_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3713+STABILITY: POSITION/ELEVATION WELL
 AJ3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3713+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3713_ROD/PIPE-DEPTH:  2.3 meters
 AJ3713_SLEEVE-DEPTH  :  0.8 meters
 AJ3713
 AJ3713  HISTORY     - Date     Condition        Report By
 AJ3713  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3713
 AJ3713                          STATION DESCRIPTION
 AJ3713
 AJ3713'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3713'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3713'NORTH, RANGE 06 EAST, SECTION 19
 AJ3713'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3713'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3713'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3713'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3713'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3713'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3713'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3713'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE CONTINUE ON BARTLETT DAM ROAD
 AJ3713'FOR 4.1 MI (6.6 KM) TO FOREST ROAD TURN NO 1117, THENCE TURN LEFT
 AJ3713'(NORTH) ONTO FORREST ROAD NO 1117 DRIVE 0.2 MI (0.3 KM) AND PARK, WALK
 AJ3713'WEST TO THE STATION AS DESCRIBED
 AJ3713'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3713'COMPRESSED ON A 6.0 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3713'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3713'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LM2 1999, SURROUNDED WITH A
 AJ3713'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3713'MARKER
 AJ3713'STATION TIES
 AJ3713'25 FEET (7.6 M) WEST OF THE CENTERLINE OF FOREST ROAD NO.  1117
 AJ3713'2.5 FEET (0.8 M) EAST OF THE CARSONITE MARKER
 AJ3713'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3713'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3732 ***********************************************************************
 AJ3732  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3732  DESIGNATION -  1MI1
 AJ3732  PID         -  AJ3732
 AJ3732  STATE/COUNTY-  AZ/MARICOPA
 AJ3732  USGS QUAD   -  CAVE CREEK (1981)
 AJ3732
 AJ3732                         *CURRENT SURVEY CONTROL
 AJ3732  ___________________________________________________________________
 AJ3732* NAD 83(1992)-  33 52 20.90614(N)    111 56 03.49916(W)     ADJUSTED  
 AJ3732* NAVD 88     -       743.98   (meters)    2440.9    (feet)  GPS OBS   
 AJ3732  ___________________________________________________________________
 AJ3732  X           -  -1,980,432.662 (meters)                     COMP
 AJ3732  Y           -  -4,917,970.331 (meters)                     COMP
 AJ3732  Z           -   3,535,109.515 (meters)                     COMP
 AJ3732  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 AJ3732  ELLIP HEIGHT-         715.48  (meters)          (04/12/01) GPS OBS
 AJ3732  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AJ3732
 AJ3732  HORZ ORDER  -  B
 AJ3732  ELLP ORDER  -  THIRD     CLASS II
 AJ3732
 AJ3732.The horizontal coordinates were established by GPS observations
 AJ3732.and adjusted by the National Geodetic Survey in April 2001..
 AJ3732
 AJ3732.The orthometric height was determined by GPS observations and a
 AJ3732.high-resolution geoid model using precise GPS observation and
 AJ3732.processing techniques.
 AJ3732
 AJ3732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3732
 AJ3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3732
 AJ3732.The ellipsoidal height was determined by GPS observations
 AJ3732.and is referenced to NAD 83.
 AJ3732
 AJ3732.The geoid height was determined by GEOID03.
 AJ3732
 AJ3732;                    North         East     Units Scale Factor Converg.
 AJ3732;SPC AZ C     -   318,510.055   211,728.189   MT  0.99990003   -0 00 35.4
 AJ3732;SPC AZ C     - 1,044,980.50    694,646.29   iFT  0.99990003   -0 00 35.4
 AJ3732;UTM  12      - 3,748,408.981   413,588.745   MT  0.99969205   -0 31 14.7
 AJ3732
 AJ3732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3732!SPC AZ C     -   0.99988769  x   0.99990003  =   0.99978773
 AJ3732!UTM  12      -   0.99988769  x   0.99969205  =   0.99957978
 AJ3732
 AJ3732                          SUPERSEDED SURVEY CONTROL
 AJ3732
 AJ3732.No superseded survey control is available for this station.
 AJ3732
 AJ3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1358948409(NAD 83)
 AJ3732_MARKER: I = METAL ROD
 AJ3732_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3732+WITH SETTING: INFORMATION.
 AJ3732_STAMPING: 1MI1 1999
 AJ3732_MARK LOGO: MCDOT 
 AJ3732_PROJECTION: FLUSH
 AJ3732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3732+STABILITY: POSITION/ELEVATION WELL
 AJ3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3732+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3732_ROD/PIPE-DEPTH:  1.1 meters
 AJ3732_SLEEVE-DEPTH  :  0.8 meters
 AJ3732
 AJ3732  HISTORY     - Date     Condition        Report By
 AJ3732  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3732  HISTORY     - 20020928 POOR             USPSQD
 AJ3732
 AJ3732                          STATION DESCRIPTION
 AJ3732
 AJ3732'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3732'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3732'NORTH, RANGE 04 EAST, SECTION 10
 AJ3732'OWNERSHIP - PRIVATE
 AJ3732'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3732'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3732'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3732'DRIVE NORTHERLY 3.0 MI (4.8 KM) TO SCHOOL HOUSE ROAD THENCE, TURN LEFT
 AJ3732'(NORTH) ONTO SCHOOL HOUSE ROAD AND DRIVE 1.4 MI (2.3 KM) TO FLEMING
 AJ3732'SPRINGS ROAD THENCE, TURN RIGHT (EAST) ONTO FLEMING SPRINGS ROAD AND
 AJ3732'DRIVE NORTHEASTERLY 0.7 MI (1.1 KM) TO ECHO CANYON DRIVE, THENCE TURN
 AJ3732'LEFT (NORTH) ONTO ECHO CANYON DRIVE AND DRIVE 0.8 MI (1.3 KM) AND
 AJ3732'PARK, WALK 10 FEET (3.0 M) WEST TO THE STATION AS DESCRIBED
 AJ3732'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3732'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3732'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3732'WITH A COUNTY LOGO ACCESS COVER STAMPED 1MI1 1999, SURROUNDED WITH A
 AJ3732'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3732'MARKER
 AJ3732'STATION TIES
 AJ3732'10.0 FT (3.0 M) WEST AND PERPENDICULAR TO WEST EDGE OF ROAD
 AJ3732'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3732'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3732'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3732
 AJ3732                          STATION RECOVERY (2002)
 AJ3732
 AJ3732'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3732'CONCRETE COLLAR BREAKING UP. CARSONITE MARKER REPLACED WITH WOOD SLAT.
 AJ3732' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3735 ***********************************************************************
 AJ3735  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3735  DESIGNATION -  1MJ3
 AJ3735  PID         -  AJ3735
 AJ3735  STATE/COUNTY-  AZ/MARICOPA
 AJ3735  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3735
 AJ3735                         *CURRENT SURVEY CONTROL
 AJ3735  ___________________________________________________________________
 AJ3735* NAD 83(1992)-  33 54 03.78748(N)    111 49 27.87844(W)     ADJUSTED  
 AJ3735* NAVD 88     -      1092.27   (meters)    3583.6    (feet)  GPS OBS   
 AJ3735  ___________________________________________________________________
 AJ3735  X           -  -1,970,446.709 (meters)                     COMP
 AJ3735  Y           -  -4,920,387.562 (meters)                     COMP
 AJ3735  Z           -   3,537,935.753 (meters)                     COMP
 AJ3735  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AJ3735  ELLIP HEIGHT-        1064.16  (meters)          (04/12/01) GPS OBS
 AJ3735  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ3735
 AJ3735  HORZ ORDER  -  B
 AJ3735  ELLP ORDER  -  THIRD     CLASS II
 AJ3735
 AJ3735.The horizontal coordinates were established by GPS observations
 AJ3735.and adjusted by the National Geodetic Survey in April 2001..
 AJ3735
 AJ3735.The orthometric height was determined by GPS observations and a
 AJ3735.high-resolution geoid model using precise GPS observation and
 AJ3735.processing techniques.
 AJ3735
 AJ3735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3735
 AJ3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3735
 AJ3735.The ellipsoidal height was determined by GPS observations
 AJ3735.and is referenced to NAD 83.
 AJ3735
 AJ3735.The geoid height was determined by GEOID03.
 AJ3735
 AJ3735;                    North         East     Units Scale Factor Converg.
 AJ3735;SPC AZ C     -   321,683.328   221,892.068   MT  0.99990090   +0 03 05.2
 AJ3735;SPC AZ C     - 1,055,391.50    727,992.35   iFT  0.99990090   +0 03 05.2
 AJ3735;UTM  12      - 3,751,490.785   423,778.298   MT  0.99967162   -0 27 35.4
 AJ3735
 AJ3735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3735!SPC AZ C     -   0.99983297  x   0.99990090  =   0.99973389
 AJ3735!UTM  12      -   0.99983297  x   0.99967162  =   0.99950464
 AJ3735
 AJ3735                          SUPERSEDED SURVEY CONTROL
 AJ3735
 AJ3735.No superseded survey control is available for this station.
 AJ3735
 AJ3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2377851491(NAD 83)
 AJ3735_MARKER: I = METAL ROD
 AJ3735_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3735_STAMPING: 1MJ3 1999
 AJ3735_MARK LOGO: MCDOT 
 AJ3735_PROJECTION: FLUSH
 AJ3735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3735+STABILITY: POSITION/ELEVATION WELL
 AJ3735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3735+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3735_ROD/PIPE-DEPTH:  7.0 meters
 AJ3735_SLEEVE-DEPTH  :  0.8 meters
 AJ3735
 AJ3735  HISTORY     - Date     Condition        Report By
 AJ3735  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3735
 AJ3735                          STATION DESCRIPTION
 AJ3735
 AJ3735'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3735'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3735'NORTH, RANGE 05 EAST, SECTION 34
 AJ3735'OWNERSHIP - NATIONAL FOREST
 AJ3735'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3735'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3735'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3735'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3735'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3735'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3735'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 2.0 MI (3.2 KM) TO FOREST
 AJ3735'SERVICE ROAD 285 THENCE, TURN RIGHT (EAST) ONTO FOREST SERVICE ROAD
 AJ3735'285 AND DRIVE 0.1 MI (0.2 KM) TO THE TOP OF THE HILL (VEER LEFT AT
 AJ3735'FORK)  AND PARK, HIKE WEST TO THE TOP OF THE HILL TO THE STATION AS
 AJ3735'DESCRIBED
 AJ3735'THE STATION AS DESCRIBED
 AJ3735'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3735'COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3735'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3735'WITH A COUNTY LOGO ACCESS COVER STAMPED 1MJ3 1999, SURROUNDED WITH A
 AJ3735'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3735'MARKER
 AJ3735'STATION TIES
 AJ3735'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3735'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3735'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3722 ***********************************************************************
 AJ3722  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3722  DESIGNATION -  1ND2
 AJ3722  PID         -  AJ3722
 AJ3722  STATE/COUNTY-  AZ/MARICOPA
 AJ3722  USGS QUAD   -  NEW RIVER (1981)
 AJ3722
 AJ3722                         *CURRENT SURVEY CONTROL
 AJ3722  ___________________________________________________________________
 AJ3722* NAD 83(1992)-  33 55 39.05730(N)    112 09 03.35420(W)     ADJUSTED  
 AJ3722* NAVD 88     -       649.13   (meters)    2129.7    (feet)  GPS OBS   
 AJ3722  ___________________________________________________________________
 AJ3722  X           -  -1,997,698.714 (meters)                     COMP
 AJ3722  Y           -  -4,907,220.158 (meters)                     COMP
 AJ3722  Z           -   3,540,124.454 (meters)                     COMP
 AJ3722  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 AJ3722  ELLIP HEIGHT-         620.35  (meters)          (04/12/01) GPS OBS
 AJ3722  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AJ3722
 AJ3722  HORZ ORDER  -  B
 AJ3722  ELLP ORDER  -  THIRD     CLASS II
 AJ3722
 AJ3722.The horizontal coordinates were established by GPS observations
 AJ3722.and adjusted by the National Geodetic Survey in April 2001..
 AJ3722
 AJ3722.The orthometric height was determined by GPS observations and a
 AJ3722.high-resolution geoid model using precise GPS observation and
 AJ3722.processing techniques.
 AJ3722
 AJ3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3722
 AJ3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3722
 AJ3722.The ellipsoidal height was determined by GPS observations
 AJ3722.and is referenced to NAD 83.
 AJ3722
 AJ3722.The geoid height was determined by GEOID03.
 AJ3722
 AJ3722;                    North         East     Units Scale Factor Converg.
 AJ3722;SPC AZ C     -   324,639.308   191,701.251   MT  0.99990578   -0 07 50.7
 AJ3722;SPC AZ C     - 1,065,089.59    628,941.11   iFT  0.99990578   -0 07 50.7
 AJ3722;UTM  12      - 3,754,715.528   393,621.039   MT  0.99973950   -0 38 32.8
 AJ3722
 AJ3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3722!SPC AZ C     -   0.99990262  x   0.99990578  =   0.99980841
 AJ3722!UTM  12      -   0.99990262  x   0.99973950  =   0.99964215
 AJ3722
 AJ3722                          SUPERSEDED SURVEY CONTROL
 AJ3722
 AJ3722.No superseded survey control is available for this station.
 AJ3722
 AJ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9362154716(NAD 83)
 AJ3722_MARKER: I = METAL ROD
 AJ3722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3722+WITH SETTING: INFORMATION.
 AJ3722_STAMPING: 1ND2 1999
 AJ3722_MARK LOGO: MCDOT 
 AJ3722_PROJECTION: FLUSH
 AJ3722_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3722+STABILITY: POSITION/ELEVATION WELL
 AJ3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3722+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AJ3722_ROD/PIPE-DEPTH:  1.2 meters
 AJ3722_SLEEVE-DEPTH  :  0.8 meters
 AJ3722
 AJ3722  HISTORY     - Date     Condition        Report By
 AJ3722  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3722  HISTORY     - 20050831 GOOD             EVANS
 AJ3722
 AJ3722                          STATION DESCRIPTION
 AJ3722
 AJ3722'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3722'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3722'NORTH, RANGE 02 EAST, SECTION 27
 AJ3722'OWNERSHIP - PRIVATE
 AJ3722'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NEW RIVER ROAD,
 AJ3722'(EXIT 232), DRIVE WEST ON NEW RIVER ROAD FOR 0.3 MI (0.5 KM) TO A
 AJ3722'UNMARKED DIRT ROAD ON THE RIGHT (NORTH), THENCE TURN RIGHT (NORTH)
 AJ3722'ONTO AN UNNAMED DIRT ROAD AND DRIVE .25 MI (0.40 KM) TO FORK OR
 AJ3722'JUNCTION, THENCE KEEP RIGHT (NORTH) AT THE JUNCTION AND DRIVE 0.6 MI
 AJ3722'(1.0 KM) TO AN UNNAMED DIRT ROAD THENCE, TURN RIGHT (NORTH) ONTO THE
 AJ3722'UNNAMED DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO AN UNNAMED DIRT ROAD,
 AJ3722'THENCE TURN LEFT (WEST) ONTO UNNAMED DIRT ROAD AND DRIVE 400 FT (121.9
 AJ3722'M) KEEPING TO THE LEFT (SOUTH) AT TWO SMALLER ROADS TURNING RIGHT
 AJ3722'(NORTH), PARK AND WALK 10 FT (3.0 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3722'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3722'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3722'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3722'WITH A COUNTY LOGO ACCESS COVER STAMPED 1ND2 1999, SURROUNDED WITH A
 AJ3722'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3722'MARKER
 AJ3722'STATION TIES
 AJ3722'10.0 FEET (3.0 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3722'UNKNOWN DISTANCE TO CARSONITE MARKER
 AJ3722'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3722'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3722
 AJ3722                          STATION RECOVERY (2005)
 AJ3722
 AJ3722'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3744 ***********************************************************************
 AJ3744  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3744  DESIGNATION -  1NF2
 AJ3744  PID         -  AJ3744
 AJ3744  STATE/COUNTY-  AZ/MARICOPA
 AJ3744  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AJ3744
 AJ3744                         *CURRENT SURVEY CONTROL
 AJ3744  ___________________________________________________________________
 AJ3744* NAD 83(1992)-  33 55 48.58449(N)    112 04 23.43170(W)     ADJUSTED  
 AJ3744* NAVD 88     -       694.61   (meters)    2278.9    (feet)  GPS OBS   
 AJ3744  ___________________________________________________________________
 AJ3744  X           -  -1,990,989.952 (meters)                     COMP
 AJ3744  Y           -  -4,909,810.022 (meters)                     COMP
 AJ3744  Z           -   3,540,393.563 (meters)                     COMP
 AJ3744  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 AJ3744  ELLIP HEIGHT-         666.07  (meters)          (04/12/01) GPS OBS
 AJ3744  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AJ3744
 AJ3744  HORZ ORDER  -  B
 AJ3744  ELLP ORDER  -  THIRD     CLASS II
 AJ3744
 AJ3744.The horizontal coordinates were established by GPS observations
 AJ3744.and adjusted by the National Geodetic Survey in April 2001..
 AJ3744
 AJ3744.The orthometric height was determined by GPS observations and a
 AJ3744.high-resolution geoid model using precise GPS observation and
 AJ3744.processing techniques.
 AJ3744
 AJ3744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3744
 AJ3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3744
 AJ3744.The ellipsoidal height was determined by GPS observations
 AJ3744.and is referenced to NAD 83.
 AJ3744
 AJ3744.The geoid height was determined by GEOID03.
 AJ3744
 AJ3744;                    North         East     Units Scale Factor Converg.
 AJ3744;SPC AZ C     -   324,919.142   198,890.586   MT  0.99990258   -0 05 14.5
 AJ3744;SPC AZ C     - 1,066,007.68    652,528.17   iFT  0.99990258   -0 05 14.5
 AJ3744;UTM  12      - 3,754,931.107   400,811.337   MT  0.99972128   -0 35 56.7
 AJ3744
 AJ3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3744!SPC AZ C     -   0.99989545  x   0.99990258  =   0.99979804
 AJ3744!UTM  12      -   0.99989545  x   0.99972128  =   0.99961676
 AJ3744
 AJ3744                          SUPERSEDED SURVEY CONTROL
 AJ3744
 AJ3744.No superseded survey control is available for this station.
 AJ3744
 AJ3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0081154931(NAD 83)
 AJ3744_MARKER: DD = SURVEY DISK
 AJ3744_SETTING: 80 = SET IN A BOULDER
 AJ3744_MARK LOGO: MCDOT 
 AJ3744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3744+STABILITY: SURFACE MOTION
 AJ3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3744+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3744
 AJ3744  HISTORY     - Date     Condition        Report By
 AJ3744  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3744
 AJ3744                          STATION DESCRIPTION
 AJ3744
 AJ3744'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3744'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3744'NORTH, RANGE 03 EAST, SECTION 20
 AJ3744'OWNERSHIP - PRIVATE
 AJ3744'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NEW RIVER ROAD,
 AJ3744'(EXIT 232) DRIVE EAST ON NEW RIVER ROAD FOR 3.6 MI (5.8 KM) TO FIG
 AJ3744'SPRINGS ROAD THENCE, TURN LEFT (NORTHEAST) ONTO FIG SPRINGS ROAD AND
 AJ3744'DRIVE 1.4 MI (2.3 KM) TO CENTRAL AVENUE THENCE, CONTINUE AHEAD (EAST)
 AJ3744'ON FIG SPRINGS ROAD FOR 400 FEET (121.9 M) PARK AND WALK NORTH 200 FT
 AJ3744'(60 M) TO THE STATION UP THE HILL AS DESCRIBED
 AJ3744'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3744'COUNTY BRASS DISK, STAMPED 1NF2, SET IN A BOULDER, WITNESSED BY A
 AJ3744'WHITE CARSONITE MARKER
 AJ3744'STATION TIES
 AJ3744'2.4 FEET (0.7 M) WEST OF WHITE CARSONITE MARKER
 AJ3744'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3744'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3738 ***********************************************************************
 AJ3738  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3738  DESIGNATION -  1NJ1
 AJ3738  PID         -  AJ3738
 AJ3738  STATE/COUNTY-  AZ/MARICOPA
 AJ3738  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3738
 AJ3738                         *CURRENT SURVEY CONTROL
 AJ3738  ___________________________________________________________________
 AJ3738* NAD 83(1992)-  33 56 56.83894(N)    111 49 48.95313(W)     ADJUSTED  
 AJ3738* NAVD 88     -      1100.19   (meters)    3609.5    (feet)  GPS OBS   
 AJ3738  ___________________________________________________________________
 AJ3738  X           -  -1,969,845.175 (meters)                     COMP
 AJ3738  Y           -  -4,917,429.602 (meters)                     COMP
 AJ3738  Z           -   3,542,365.328 (meters)                     COMP
 AJ3738  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3738  ELLIP HEIGHT-        1072.30  (meters)          (04/12/01) GPS OBS
 AJ3738  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AJ3738
 AJ3738  HORZ ORDER  -  B
 AJ3738  ELLP ORDER  -  THIRD     CLASS II
 AJ3738
 AJ3738.The horizontal coordinates were established by GPS observations
 AJ3738.and adjusted by the National Geodetic Survey in April 2001..
 AJ3738
 AJ3738.The orthometric height was determined by GPS observations and a
 AJ3738.high-resolution geoid model using precise GPS observation and
 AJ3738.processing techniques.
 AJ3738
 AJ3738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3738
 AJ3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3738
 AJ3738.The ellipsoidal height was determined by GPS observations
 AJ3738.and is referenced to NAD 83.
 AJ3738
 AJ3738.The geoid height was determined by GEOID03.
 AJ3738
 AJ3738;                    North         East     Units Scale Factor Converg.
 AJ3738;SPC AZ C     -   327,014.283   221,346.180   MT  0.99990079   +0 02 53.7
 AJ3738;SPC AZ C     - 1,072,881.51    726,201.38   iFT  0.99990079   +0 02 53.7
 AJ3738;UTM  12      - 3,756,825.182   423,280.149   MT  0.99967256   -0 27 49.3
 AJ3738
 AJ3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3738!SPC AZ C     -   0.99983169  x   0.99990079  =   0.99973250
 AJ3738!UTM  12      -   0.99983169  x   0.99967256  =   0.99950431
 AJ3738
 AJ3738                          SUPERSEDED SURVEY CONTROL
 AJ3738
 AJ3738.No superseded survey control is available for this station.
 AJ3738
 AJ3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2328056825(NAD 83)
 AJ3738_MARKER: I = METAL ROD
 AJ3738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3738+WITH SETTING: INFORMATION.
 AJ3738_STAMPING: 1NJ1 1999
 AJ3738_MARK LOGO: MCDOT 
 AJ3738_PROJECTION: FLUSH
 AJ3738_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3738+STABILITY: POSITION/ELEVATION WELL
 AJ3738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3738+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3738_ROD/PIPE-DEPTH:  1.1 meters
 AJ3738_SLEEVE-DEPTH  :  0.8 meters
 AJ3738
 AJ3738  HISTORY     - Date     Condition        Report By
 AJ3738  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3738
 AJ3738                          STATION DESCRIPTION
 AJ3738
 AJ3738'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3738'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3738'NORTH, RANGE 05 EAST, SECTION 15
 AJ3738'OWNERSHIP - NATIONAL FOREST
 AJ3738'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3738'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3738'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3738'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3738'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO WHERE THE
 AJ3738'PAVEMENT ENDS AND IT BECOMES FOREST ROAD 24, THENCE CONTINUE NORTHERLY
 AJ3738'ON FOREST ROAD 24 FOR 6.4 MI (10.3 KM) AND PARK, WALK 58 FEET (17.7 M)
 AJ3738'NORTHEAST TO THE STATION AS DESCRIBED
 AJ3738'THE STATION AS DESCRIBED
 AJ3738'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3738'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3738'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3738'WITH A COUNTY LOGO ACCESS COVER STAMPED 1NJ1 1999, SURROUNDED WITH A
 AJ3738'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3738'MARKER
 AJ3738'STATION TIES
 AJ3738'58.0 FT (17.7 M) NORTHEAST OF FOREST SERVICE ROAD 24
 AJ3738'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3738'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3738'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3714 ***********************************************************************
 AJ3714  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3714  DESIGNATION -  1NL2
 AJ3714  PID         -  AJ3714
 AJ3714  STATE/COUNTY-  AZ/MARICOPA
 AJ3714  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3714
 AJ3714                         *CURRENT SURVEY CONTROL
 AJ3714  ___________________________________________________________________
 AJ3714* NAD 83(1992)-  33 55 12.10592(N)    111 43 30.36794(W)     ADJUSTED  
 AJ3714* NAVD 88     -       910.59   (meters)    2987.5    (feet)  GPS OBS   
 AJ3714  ___________________________________________________________________
 AJ3714  X           -  -1,961,424.864 (meters)                     COMP
 AJ3714  Y           -  -4,922,564.265 (meters)                     COMP
 AJ3714  Z           -   3,539,581.596 (meters)                     COMP
 AJ3714  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AJ3714  ELLIP HEIGHT-         882.46  (meters)          (04/12/01) GPS OBS
 AJ3714  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AJ3714
 AJ3714  HORZ ORDER  -  B
 AJ3714  ELLP ORDER  -  THIRD     CLASS II
 AJ3714
 AJ3714.The horizontal coordinates were established by GPS observations
 AJ3714.and adjusted by the National Geodetic Survey in April 2001..
 AJ3714
 AJ3714.The orthometric height was determined by GPS observations and a
 AJ3714.high-resolution geoid model using precise GPS observation and
 AJ3714.processing techniques.
 AJ3714
 AJ3714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3714
 AJ3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3714
 AJ3714.The ellipsoidal height was determined by GPS observations
 AJ3714.and is referenced to NAD 83.
 AJ3714
 AJ3714.The geoid height was determined by GEOID03.
 AJ3714
 AJ3714;                    North         East     Units Scale Factor Converg.
 AJ3714;SPC AZ C     -   323,800.791   231,072.450   MT  0.99990387   +0 06 24.8
 AJ3714;SPC AZ C     - 1,062,338.55    758,111.71   iFT  0.99990387   +0 06 24.8
 AJ3714;UTM  12      - 3,753,525.735   432,975.018   MT  0.99965538   -0 24 16.7
 AJ3714
 AJ3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3714!SPC AZ C     -   0.99986149  x   0.99990387  =   0.99976537
 AJ3714!UTM  12      -   0.99986149  x   0.99965538  =   0.99951691
 AJ3714
 AJ3714                          SUPERSEDED SURVEY CONTROL
 AJ3714
 AJ3714.No superseded survey control is available for this station.
 AJ3714
 AJ3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3297553526(NAD 83)
 AJ3714_MARKER: I = METAL ROD
 AJ3714_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3714_STAMPING: 1NL2 19999
 AJ3714_MARK LOGO: MCDOT 
 AJ3714_PROJECTION: FLUSH
 AJ3714_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3714+STABILITY: POSITION/ELEVATION WELL
 AJ3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3714+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3714_ROD/PIPE-DEPTH:  6.9 meters
 AJ3714_SLEEVE-DEPTH  :  0.8 meters
 AJ3714
 AJ3714  HISTORY     - Date     Condition        Report By
 AJ3714  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3714
 AJ3714                          STATION DESCRIPTION
 AJ3714
 AJ3714'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3714'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 07
 AJ3714'NORTH, RANGE 06 EAST, SECTION 27
 AJ3714'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3714'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3714'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3714'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3714'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3714'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3714'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3714'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE TURN LEFT (NORTH) ONTO
 AJ3714'HORSESHOE DAM ROAD AND DRIVE 4.2 MI (6.8 KM) TO AN UNMARKED DIRT ROAD,
 AJ3714'THENCE TURN LEFT (NORTHWEST) ONTO UNMARKED DIRT ROAD AND DRIVE FOR 500
 AJ3714'FEET (152.4 M) AND PARK, WALK WEST TO THE STATION AS DESCRIBED
 AJ3714'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3714'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3714'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3714'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1NL2 1999, SURROUNDED
 AJ3714'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3714'STATION TIES
 AJ3714'20 FEET (6.1 M) WEST OF THE CENTERLINE OF UNMARKED DIRT ROAD
 AJ3714'CARSONITE MARKER GONE
 AJ3714'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3714'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3715 ***********************************************************************
 AJ3715  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3715  DESIGNATION -  1NM2
 AJ3715  PID         -  AJ3715
 AJ3715  STATE/COUNTY-  AZ/MARICOPA
 AJ3715  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3715
 AJ3715                         *CURRENT SURVEY CONTROL
 AJ3715  ___________________________________________________________________
 AJ3715* NAD 83(1992)-  33 57 33.54382(N)    111 42 01.39002(W)     ADJUSTED  
 AJ3715* NAVD 88     -       588.42   (meters)    1930.5    (feet)  GPS OBS   
 AJ3715  ___________________________________________________________________
 AJ3715  X           -  -1,958,302.634 (meters)                     COMP
 AJ3715  Y           -  -4,920,900.684 (meters)                     COMP
 AJ3715  Z           -   3,543,017.589 (meters)                     COMP
 AJ3715  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ3715  ELLIP HEIGHT-         560.33  (meters)          (04/12/01) GPS OBS
 AJ3715  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AJ3715
 AJ3715  HORZ ORDER  -  B
 AJ3715  ELLP ORDER  -  THIRD     CLASS II
 AJ3715
 AJ3715.The horizontal coordinates were established by GPS observations
 AJ3715.and adjusted by the National Geodetic Survey in April 2001..
 AJ3715
 AJ3715.The orthometric height was determined by GPS observations and a
 AJ3715.high-resolution geoid model using precise GPS observation and
 AJ3715.processing techniques.
 AJ3715
 AJ3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3715
 AJ3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3715
 AJ3715.The ellipsoidal height was determined by GPS observations
 AJ3715.and is referenced to NAD 83.
 AJ3715
 AJ3715.The geoid height was determined by GEOID03.
 AJ3715
 AJ3715;                    North         East     Units Scale Factor Converg.
 AJ3715;SPC AZ C     -   328,162.816   233,348.572   MT  0.99990492   +0 07 14.9
 AJ3715;SPC AZ C     - 1,076,649.66    765,579.30   iFT  0.99990492   +0 07 14.9
 AJ3715;UTM  12      - 3,757,866.164   435,289.432   MT  0.99965162   -0 23 28.5
 AJ3715
 AJ3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3715!SPC AZ C     -   0.99991204  x   0.99990492  =   0.99981697
 AJ3715!UTM  12      -   0.99991204  x   0.99965162  =   0.99956370
 AJ3715
 AJ3715                          SUPERSEDED SURVEY CONTROL
 AJ3715
 AJ3715.No superseded survey control is available for this station.
 AJ3715
 AJ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3528957866(NAD 83)
 AJ3715_MARKER: I = METAL ROD
 AJ3715_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3715_STAMPING: 1NM2 1999
 AJ3715_MARK LOGO: MCDOT 
 AJ3715_PROJECTION: FLUSH
 AJ3715_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3715+STABILITY: POSITION/ELEVATION WELL
 AJ3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3715+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3715_ROD/PIPE-DEPTH:  9.1 meters
 AJ3715_SLEEVE-DEPTH  :  0.8 meters
 AJ3715
 AJ3715  HISTORY     - Date     Condition        Report By
 AJ3715  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3715
 AJ3715                          STATION DESCRIPTION
 AJ3715
 AJ3715'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3715'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 07
 AJ3715'NORTH, RANGE 06 EAST, SECTION 8
 AJ3715'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3715'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3715'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3715'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3715'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3715'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3715'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3715'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE TURN LEFT (NORTH) ONTO
 AJ3715'HORSESHOE DAM ROAD AND DRIVE 8.2 MI (13.2 KM) TO A CAMPING AREA
 AJ3715'LOCATED ON THE LEFT (SOUTH) , PARK AND WALK TO THE STATION AS
 AJ3715'DESCRIBED
 AJ3715'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3715'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3715'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3715'WITH A COUNTY LOGO ACCESS COVER STAMPED 1NM2 1999, SURROUNDED WITH A
 AJ3715'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3715'MARKER
 AJ3715'STATION TIES
 AJ3715'20 FEET (6.1 M) WEST OF THE CENTERLINE OF UNMARKED DIRT ROAD
 AJ3715'CARSONITE MARKER GONE
 AJ3715'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3715'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3745 ***********************************************************************
 AJ3745  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3745  DESIGNATION -  1OE2
 AJ3745  PID         -  AJ3745
 AJ3745  STATE/COUNTY-  AZ/MARICOPA
 AJ3745  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AJ3745
 AJ3745                         *CURRENT SURVEY CONTROL
 AJ3745  ___________________________________________________________________
 AJ3745* NAD 83(1992)-  33 58 28.55023(N)    112 05 41.16325(W)     ADJUSTED  
 AJ3745* NAVD 88     -       731.26   (meters)    2399.1    (feet)  GPS OBS   
 AJ3745  ___________________________________________________________________
 AJ3745  X           -  -1,991,816.032 (meters)                     COMP
 AJ3745  Y           -  -4,906,536.755 (meters)                     COMP
 AJ3745  Z           -   3,544,502.980 (meters)                     COMP
 AJ3745  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 AJ3745  ELLIP HEIGHT-         702.84  (meters)          (04/12/01) GPS OBS
 AJ3745  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AJ3745
 AJ3745  HORZ ORDER  -  B
 AJ3745  ELLP ORDER  -  THIRD     CLASS II
 AJ3745
 AJ3745.The horizontal coordinates were established by GPS observations
 AJ3745.and adjusted by the National Geodetic Survey in April 2001..
 AJ3745
 AJ3745.The orthometric height was determined by GPS observations and a
 AJ3745.high-resolution geoid model using precise GPS observation and
 AJ3745.processing techniques.
 AJ3745
 AJ3745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3745
 AJ3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3745
 AJ3745.The ellipsoidal height was determined by GPS observations
 AJ3745.and is referenced to NAD 83.
 AJ3745
 AJ3745.The geoid height was determined by GEOID03.
 AJ3745
 AJ3745;                    North         East     Units Scale Factor Converg.
 AJ3745;SPC AZ C     -   329,850.702   196,902.926   MT  0.99990334   -0 05 58.3
 AJ3745;SPC AZ C     - 1,082,187.34    646,006.98   iFT  0.99990334   -0 05 58.3
 AJ3745;UTM  12      - 3,759,879.345   398,868.174   MT  0.99972608   -0 36 42.6
 AJ3745
 AJ3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3745!SPC AZ C     -   0.99988968  x   0.99990334  =   0.99979303
 AJ3745!UTM  12      -   0.99988968  x   0.99972608  =   0.99961579
 AJ3745
 AJ3745                          SUPERSEDED SURVEY CONTROL
 AJ3745
 AJ3745.No superseded survey control is available for this station.
 AJ3745
 AJ3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9886859879(NAD 83)
 AJ3745_MARKER: DD = SURVEY DISK
 AJ3745_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3745_MARK LOGO: MCDOT 
 AJ3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3745+STABILITY: POSITION/ELEVATION WELL
 AJ3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3745+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3745
 AJ3745  HISTORY     - Date     Condition        Report By
 AJ3745  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3745
 AJ3745                          STATION DESCRIPTION
 AJ3745
 AJ3745'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3745'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3745'NORTH, RANGE 03 EAST, SECTION 6
 AJ3745'OWNERSHIP - STATE TRUST
 AJ3745'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND TABLE MESA ROAD,
 AJ3745'(EXIT 236) DRIVE EAST ON TABLE MESA ROAD (A DIRT ROAD) FOR 1.2 MI (1.9
 AJ3745'KM) TO A WASH AND FENCE THENCE, CONTINUE AHEAD (EAST) ON TABLE MESA
 AJ3745'ROAD FOR 0.7 MI (1.1 KM) TO A WASH AND SIGN (NO CAMPING) THENCE,
 AJ3745'CONTINUE AHEAD (EAST) ON TABLE MESA ROAD FOR 0.3 MI (0.5 KM) TO A TURN
 AJ3745'OUT ON THE LEFT (NORTH) SIDE OF THE ROAD, THENCE TURN LEFT INTO TURN
 AJ3745'OUT AND PARK, THE STATION IS BETWEEN THE TURN OUT ROAD AND TABLE MESA
 AJ3745'ROAD, MORE PARTICULARLY DESCRIBED AS
 AJ3745'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3745'COUNTY BRASS DISK, STAMPED 1OE2, SET IN A ROCK OUT CROP, WITNESSED BY
 AJ3745'A WHITE CARSONITE MARKER
 AJ3745'STATION TIES
 AJ3745'40 FEET (12.2 M) NORTH OF THE CENTERLINE OF TABLE MESA ROAD IN A ROCK
 AJ3745'OUTCROPPING
 AJ3745'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3745'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3734 ***********************************************************************
 AJ3734  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3734  DESIGNATION -  1OG3
 AJ3734  PID         -  AJ3734
 AJ3734  STATE/COUNTY-  AZ/MARICOPA
 AJ3734  USGS QUAD   -  NEW RIVER MESA (1978)
 AJ3734
 AJ3734                         *CURRENT SURVEY CONTROL
 AJ3734  ___________________________________________________________________
 AJ3734* NAD 83(1992)-  33 59 30.32518(N)    111 59 22.33631(W)     ADJUSTED  
 AJ3734* NAVD 88     -       915.15   (meters)    3002.5    (feet)  GPS OBS   
 AJ3734  ___________________________________________________________________
 AJ3734  X           -  -1,982,460.146 (meters)                     COMP
 AJ3734  Y           -  -4,909,341.804 (meters)                     COMP
 AJ3734  Z           -   3,546,184.537 (meters)                     COMP
 AJ3734  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 AJ3734  ELLIP HEIGHT-         887.23  (meters)          (04/12/01) GPS OBS
 AJ3734  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AJ3734
 AJ3734  HORZ ORDER  -  B
 AJ3734  ELLP ORDER  -  THIRD     CLASS II
 AJ3734
 AJ3734.The horizontal coordinates were established by GPS observations
 AJ3734.and adjusted by the National Geodetic Survey in April 2001..
 AJ3734
 AJ3734.The orthometric height was determined by GPS observations and a
 AJ3734.high-resolution geoid model using precise GPS observation and
 AJ3734.processing techniques.
 AJ3734
 AJ3734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3734
 AJ3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3734
 AJ3734.The ellipsoidal height was determined by GPS observations
 AJ3734.and is referenced to NAD 83.
 AJ3734
 AJ3734.The geoid height was determined by GEOID03.
 AJ3734
 AJ3734;                    North         East     Units Scale Factor Converg.
 AJ3734;SPC AZ C     -   331,742.002   206,627.832   MT  0.99990056   -0 02 26.7
 AJ3734;SPC AZ C     - 1,088,392.40    677,912.83   iFT  0.99990056   -0 02 26.7
 AJ3734;UTM  12      - 3,761,683.259   408,607.780   MT  0.99970296   -0 33 11.7
 AJ3734
 AJ3734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3734!SPC AZ C     -   0.99986074  x   0.99990056  =   0.99976131
 AJ3734!UTM  12      -   0.99986074  x   0.99970296  =   0.99956374
 AJ3734
 AJ3734                          SUPERSEDED SURVEY CONTROL
 AJ3734
 AJ3734.No superseded survey control is available for this station.
 AJ3734
 AJ3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0860861683(NAD 83)
 AJ3734_MARKER: DD = SURVEY DISK
 AJ3734_SETTING: 80 = SET IN A BOULDER
 AJ3734_STAMPING: 1OG3 1999
 AJ3734_MARK LOGO: MCDOT 
 AJ3734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3734+STABILITY: SURFACE MOTION
 AJ3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3734+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3734
 AJ3734  HISTORY     - Date     Condition        Report By
 AJ3734  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3734
 AJ3734                          STATION DESCRIPTION
 AJ3734
 AJ3734'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3734'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3734'NORTH, RANGE 04 EAST, SECTION 31
 AJ3734'OWNERSHIP - NATIONAL FOREST
 AJ3734'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3734'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3734'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3734'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3734'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3734'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3734'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 13.2 MI (21.2 KM) TO FOREST
 AJ3734'SERVICE ROAD 41 (LAT 34 00 32.4, LONG 111 52 47.4), THENCE TURN LEFT
 AJ3734'(WEST) CONTINUING ON FOREST SERVICE ROAD 41 AND DRIVE WESTERLY FOR 6.0
 AJ3734'MI (9.7 KM) TO THE JUNCTION OF FOREST SERVICE ROAD 41 AND FOREST
 AJ3734'SERVICE ROAD 37 THENCE, TURN LEFT (WEST) CONTINUING ON FOREST SERVICE
 AJ3734'ROAD 41 AND DRIVE 2.7 MI (4.3 KM) AND PARK, WALK 30 FEET (9.1 M) NORTH
 AJ3734'TO A GRANITE BOULDER TO THE STATION AS DESCRIBED
 AJ3734'THE STATION AS DESCRIBED
 AJ3734'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3734'COUNTY D.O.T.  BRASS DISK, STAMPED 1OG3 1999, SET IN A BOULDER,
 AJ3734'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3734'STATION TIES
 AJ3734'30.0 FT (9.1 M) NORTH OF AND PERPENDICULAR TO FOREST SERVICE ROAD 41
 AJ3734'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3734'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3734'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3736 ***********************************************************************
 AJ3736  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3736  DESIGNATION -  1OH3
 AJ3736  PID         -  AJ3736
 AJ3736  STATE/COUNTY-  AZ/MARICOPA
 AJ3736  USGS QUAD   -  COOKS MESA (1967)
 AJ3736
 AJ3736                         *CURRENT SURVEY CONTROL
 AJ3736  ___________________________________________________________________
 AJ3736* NAD 83(1992)-  34 00 17.48908(N)    111 55 12.59995(W)     ADJUSTED  
 AJ3736* NAVD 88     -      1259.14   (meters)    4131.0    (feet)  GPS OBS   
 AJ3736  ___________________________________________________________________
 AJ3736  X           -  -1,976,317.817 (meters)                     COMP
 AJ3736  Y           -  -4,911,249.269 (meters)                     COMP
 AJ3736  Z           -   3,547,582.004 (meters)                     COMP
 AJ3736  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AJ3736  ELLIP HEIGHT-        1231.46  (meters)          (04/12/01) GPS OBS
 AJ3736  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ3736
 AJ3736  HORZ ORDER  -  B
 AJ3736  ELLP ORDER  -  THIRD     CLASS II
 AJ3736
 AJ3736.The horizontal coordinates were established by GPS observations
 AJ3736.and adjusted by the National Geodetic Survey in April 2001..
 AJ3736
 AJ3736.The orthometric height was determined by GPS observations and a
 AJ3736.high-resolution geoid model using precise GPS observation and
 AJ3736.processing techniques.
 AJ3736
 AJ3736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3736
 AJ3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3736
 AJ3736.The ellipsoidal height was determined by GPS observations
 AJ3736.and is referenced to NAD 83.
 AJ3736
 AJ3736.The geoid height was determined by GEOID03.
 AJ3736
 AJ3736;                    North         East     Units Scale Factor Converg.
 AJ3736;SPC AZ C     -   333,192.671   213,036.705   MT  0.99990000   -0 00 07.0
 AJ3736;SPC AZ C     - 1,093,151.81    698,939.32   iFT  0.99990000   -0 00 07.0
 AJ3736;UTM  12      - 3,763,076.249   415,028.063   MT  0.99968900   -0 30 52.7
 AJ3736
 AJ3736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3736!SPC AZ C     -   0.99980672  x   0.99990000  =   0.99970674
 AJ3736!UTM  12      -   0.99980672  x   0.99968900  =   0.99949578
 AJ3736
 AJ3736                          SUPERSEDED SURVEY CONTROL
 AJ3736
 AJ3736.No superseded survey control is available for this station.
 AJ3736
 AJ3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1502863076(NAD 83)
 AJ3736_MARKER: I = METAL ROD
 AJ3736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3736+WITH SETTING: INFORMATION.
 AJ3736_STAMPING: 1OH3 1999
 AJ3736_MARK LOGO: MCDOT 
 AJ3736_PROJECTION: FLUSH
 AJ3736_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3736+STABILITY: POSITION/ELEVATION WELL
 AJ3736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3736+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3736_ROD/PIPE-DEPTH:  1.5 meters
 AJ3736_SLEEVE-DEPTH  :  0.8 meters
 AJ3736
 AJ3736  HISTORY     - Date     Condition        Report By
 AJ3736  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3736
 AJ3736                          STATION DESCRIPTION
 AJ3736
 AJ3736'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3736'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3736'NORTH, RANGE 04 EAST, SECTION 26
 AJ3736'OWNERSHIP - NATIONAL FOREST
 AJ3736'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3736'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3736'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3736'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3736'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3736'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3736'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 13.2 MI (21.2 KM) TO FOREST
 AJ3736'SERVICE ROAD 41 (LAT 34 00 32.4, LONG 111 52 47.4), THENCE TURN LEFT
 AJ3736'(WEST) ONTO FOREST SERVICE ROAD 41 AND DRIVE WESTERLY 2.9 MI (4.7 KM)
 AJ3736'TO FOREST SERVICE ROAD 7 (LAT 34 00 24.8, LONG 111 55 07.6), THENCE
 AJ3736'TURN LEFT (SOUTH) ONTO FOREST SERVICE ROAD 7 AND DRIVE 1.6 MI (2.6 KM)
 AJ3736'AND PARK, WALK 37 FEET (11.3 M) NORTHWEST TO THE STATION AS DESCRIBED
 AJ3736'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3736'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3736'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3736'WITH A COUNTY LOGO ACCESS COVER STAMPED 1OH3 1999, SURROUNDED WITH A
 AJ3736'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3736'MARKER
 AJ3736'STATION TIES
 AJ3736'37.0 FT (11.3 M) NORTHWEST OF THE CENTERLINE OF FOREST SERVICE ROAD 7
 AJ3736'3.7 FT (1.1 M) EAST OF WHITE CARSONITE MARKER
 AJ3736'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3736'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3737 ***********************************************************************
 AJ3737  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3737  DESIGNATION -  1OI2
 AJ3737  PID         -  AJ3737
 AJ3737  STATE/COUNTY-  AZ/MARICOPA
 AJ3737  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3737
 AJ3737                         *CURRENT SURVEY CONTROL
 AJ3737  ___________________________________________________________________
 AJ3737* NAD 83(1992)-  33 59 26.07721(N)    111 52 22.33608(W)     ADJUSTED  
 AJ3737* NAVD 88     -      1190.79   (meters)    3906.8    (feet)  GPS OBS   
 AJ3737  ___________________________________________________________________
 AJ3737  X           -  -1,972,572.031 (meters)                     COMP
 AJ3737  Y           -  -4,913,648.536 (meters)                     COMP
 AJ3737  Z           -   3,546,230.233 (meters)                     COMP
 AJ3737  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3737  ELLIP HEIGHT-        1163.11  (meters)          (04/12/01) GPS OBS
 AJ3737  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AJ3737
 AJ3737  HORZ ORDER  -  B
 AJ3737  ELLP ORDER  -  THIRD     CLASS II
 AJ3737
 AJ3737.The horizontal coordinates were established by GPS observations
 AJ3737.and adjusted by the National Geodetic Survey in April 2001..
 AJ3737
 AJ3737.The orthometric height was determined by GPS observations and a
 AJ3737.high-resolution geoid model using precise GPS observation and
 AJ3737.processing techniques.
 AJ3737
 AJ3737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3737
 AJ3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3737
 AJ3737.The ellipsoidal height was determined by GPS observations
 AJ3737.and is referenced to NAD 83.
 AJ3737
 AJ3737.The geoid height was determined by GEOID03.
 AJ3737
 AJ3737;                    North         East     Units Scale Factor Converg.
 AJ3737;SPC AZ C     -   331,609.598   217,406.083   MT  0.99990020   +0 01 28.1
 AJ3737;SPC AZ C     - 1,087,958.00    713,274.55   iFT  0.99990020   +0 01 28.1
 AJ3737;UTM  12      - 3,761,454.499   419,382.164   MT  0.99968012   -0 29 16.8
 AJ3737
 AJ3737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3737!SPC AZ C     -   0.99981744  x   0.99990020  =   0.99971766
 AJ3737!UTM  12      -   0.99981744  x   0.99968012  =   0.99949762
 AJ3737
 AJ3737                          SUPERSEDED SURVEY CONTROL
 AJ3737
 AJ3737.No superseded survey control is available for this station.
 AJ3737
 AJ3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1938261454(NAD 83)
 AJ3737_MARKER: DD = SURVEY DISK
 AJ3737_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3737_STAMPING: 1OI2 1999
 AJ3737_MARK LOGO: MCDOT 
 AJ3737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3737+STABILITY: POSITION/ELEVATION WELL
 AJ3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3737+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3737
 AJ3737  HISTORY     - Date     Condition        Report By
 AJ3737  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3737
 AJ3737                          STATION DESCRIPTION
 AJ3737
 AJ3737'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3737'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3737'NORTH, RANGE 05 EAST, SECTION 32
 AJ3737'OWNERSHIP - NATIONAL FOREST
 AJ3737'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3737'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3737'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3737'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3737'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3737'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3737'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 9.7 MI (15.6 KM) TO SEVEN
 AJ3737'SPRINGS CAMPGROUND AREA THENCE, CONTINUING FROM SEVEN SPRINGS
 AJ3737'CAMPGROUND AREA ON FOREST SERVICE ROAD 24 DRIVE NORTHERLY 1.8 MI (2.9
 AJ3737'KM) TO AN UNMARKED DIRT ROAD (LAT 33 59 24.4, LONG 111 52 17.5)
 AJ3737',THENCE TURN LEFT (WEST) AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK 150
 AJ3737'FEET (45.7 M) NORTH TO THE STATION AS DESCRIBED
 AJ3737'THE STATION AS DESCRIBED
 AJ3737'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3737'COUNTY D.O.T.  BRASS DISK, STAMPED 1OI2 1999, SET IN A BEDROCK,
 AJ3737'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3737'STATION TIES
 AJ3737'150 FT (45.7 M) NORTH OF DIRT ROAD
 AJ3737'4.0 FT (1.2 M) SOUTHEAST OF WHITE CARSONITE MARKER
 AJ3737'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3737'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3723 ***********************************************************************
 AJ3723  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3723  DESIGNATION -  1PD5
 AJ3723  PID         -  AJ3723
 AJ3723  STATE/COUNTY-  AZ/MARICOPA
 AJ3723  USGS QUAD   -  BLACK CANYON CITY (1969)
 AJ3723
 AJ3723                         *CURRENT SURVEY CONTROL
 AJ3723  ___________________________________________________________________
 AJ3723* NAD 83(1992)-  34 02 08.93532(N)    112 08 48.18990(W)     ADJUSTED  
 AJ3723* NAVD 88     -       642.73   (meters)    2108.7    (feet)  GPS OBS   
 AJ3723  ___________________________________________________________________
 AJ3723  X           -  -1,994,804.682 (meters)                     COMP
 AJ3723  Y           -  -4,901,142.925 (meters)                     COMP
 AJ3723  Z           -   3,550,083.304 (meters)                     COMP
 AJ3723  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AJ3723  ELLIP HEIGHT-         614.40  (meters)          (04/12/01) GPS OBS
 AJ3723  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AJ3723
 AJ3723  HORZ ORDER  -  B
 AJ3723  ELLP ORDER  -  THIRD     CLASS II
 AJ3723
 AJ3723.The horizontal coordinates were established by GPS observations
 AJ3723.and adjusted by the National Geodetic Survey in April 2001..
 AJ3723
 AJ3723.The orthometric height was determined by GPS observations and a
 AJ3723.high-resolution geoid model using precise GPS observation and
 AJ3723.processing techniques.
 AJ3723
 AJ3723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3723
 AJ3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3723
 AJ3723.The ellipsoidal height was determined by GPS observations
 AJ3723.and is referenced to NAD 83.
 AJ3723
 AJ3723.The geoid height was determined by GEOID03.
 AJ3723
 AJ3723;                    North         East     Units Scale Factor Converg.
 AJ3723;SPC AZ C     -   336,650.060   192,117.653   MT  0.99990556   -0 07 43.5
 AJ3723;SPC AZ C     - 1,104,494.95    630,307.26   iFT  0.99990556   -0 07 43.5
 AJ3723;UTM  12      - 3,766,720.072   394,144.751   MT  0.99973813   -0 38 30.8
 AJ3723
 AJ3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3723!SPC AZ C     -   0.99990356  x   0.99990556  =   0.99980913
 AJ3723!UTM  12      -   0.99990356  x   0.99973813  =   0.99964171
 AJ3723
 AJ3723                          SUPERSEDED SURVEY CONTROL
 AJ3723
 AJ3723.No superseded survey control is available for this station.
 AJ3723
 AJ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9414566720(NAD 83)
 AJ3723_MARKER: DD = SURVEY DISK
 AJ3723_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3723_STAMPING: NOT STAMPED
 AJ3723_MARK LOGO: MCDOT 
 AJ3723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3723+STABILITY: POSITION/ELEVATION WELL
 AJ3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3723+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3723
 AJ3723  HISTORY     - Date     Condition        Report By
 AJ3723  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3723
 AJ3723                          STATION DESCRIPTION
 AJ3723
 AJ3723'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3723'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3723'NORTH, RANGE 02 EAST, SECTION 15
 AJ3723'OWNERSHIP - ADOT RIGHT OF WAY
 AJ3723'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND ROCK SPRINGS ROAD,
 AJ3723'(EXIT 242), DRIVE SOUTH ON I-17 FOR 2.5 MI (4.0 KM) TO A DIRT ROAD
 AJ3723'TURN AROUND IN THE MIDDLE OF I-17 ON THE LEFT (JUST OF A LARGE HILL IN
 AJ3723'THE MIDDLE OF THE HIGHWAY), THENCE TURN LEFT (EAST) INTO MEDIAN ON THE
 AJ3723'TURN AROUND (BE VERY CAREFUL MERGE OFF THE HIGHWAY), PARK IN DIRT TURN
 AJ3723'AROUND AREA AND STATION IS 350 FT (106.7 M) UPHILL TO THE MOUNTAIN
 AJ3723'LEDGE, LOCATED BETWEEN I-17 SOUTHBOUND AND I-17 NORTHBOUND, TO THE
 AJ3723'STATION AS DESCRIBED
 AJ3723'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3723'COUNTY BRASS DISK, STAMPED 1PD5, SET IN A ROCK LEDGE, WITNESSED BY A
 AJ3723'WHITE CARSONITE MARKER
 AJ3723'STATION TIES
 AJ3723'350 FT (106.7 M) NORTH OF DIRT TURN AROUND, BETWEEN THE NORTH AND
 AJ3723'SOUTH BOUND LANES OF INTERSTATE 17 (BLACK CANYON HIGHWAY)
 AJ3723'UNKNOWN DISTANCE TO CARSONITE MARKER
 AJ3723'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3723'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0438 ***********************************************************************
 CY0438  DESIGNATION -  2
 CY0438  PID         -  CY0438
 CY0438  STATE/COUNTY-  AZ/COCHISE
 CY0438  USGS QUAD   -  RAILROAD PASS (1979)
 CY0438
 CY0438                         *CURRENT SURVEY CONTROL
 CY0438  ___________________________________________________________________
 CY0438* NAD 83(1986)-  32 21 46.     (N)    109 37 39.     (W)     SCALED    
 CY0438* NAVD 88     -      1235.40   (+/-2cm)    4053.1    (feet)  VERTCON   
 CY0438  ___________________________________________________________________
 CY0438  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0438
 CY0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0438
 CY0438.The horizontal coordinates were scaled from a topographic map and have
 CY0438.an estimated accuracy of +/- 6 seconds.
 CY0438
 CY0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0438.The vertical order pertains to the NGVD 29 superseded value.
 CY0438
 CY0438.The geoid height was determined by GEOID03.
 CY0438
 CY0438;                    North         East    Units  Estimated Accuracy
 CY0438;SPC AZ E     -   151,220.      264,100.      MT  (+/- 180 meters Scaled)
 CY0438
 CY0438                          SUPERSEDED SURVEY CONTROL
 CY0438
 CY0438  NGVD 29 (??/??/92) 1234.591  (m)         4050.49   (f) ADJ UNCH    1 2
 CY0438
 CY0438.Superseded values are not recommended for survey control.
 CY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0438.See file dsdata.txt to determine how the superseded data were derived.
 CY0438
 CY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA291814(NAD 83)
 CY0438_MARKER: DD = SURVEY DISK
 CY0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0438_SP_SET: BRIDGE
 CY0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0438
 CY0438  HISTORY     - Date     Condition        Report By
 CY0438  HISTORY     - UNK      MONUMENTED       AZHD
 CY0438  HISTORY     - 1960     GOOD             NGS
 CY0438
 CY0438                          STATION DESCRIPTION
 CY0438
 CY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0438'8.7 MI W FROM BOWIE.
 CY0438'7.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0438'STATION AT BOWIE, COCHISE COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 CY0438'STATE HIGHWAY 86, 0.25 MILE EAST OF HIGHWAY MILEPOST 343, 0.2 MILE
 CY0438'WEST OF THE EAST LEG OF THE Y INTERSECTION OF U.S. HIGHWAY 666, AT A
 CY0438'BRIDGE CARRYING THE WESTBOUND TRAFFIC LANE OF HIGHWAY 86 OVER A DEEP
 CY0438'WASH, IN THE TOP OF THE WEST END OF THE BASE OF THE SOUTH RAILING,
 CY0438'18.4 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 21 FEET EAST OF THE
 CY0438'WEST END OF THE BRIDGE AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  AN
 CY0438'ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1116 ***********************************************************************
 CZ1116  DESIGNATION -  2
 CZ1116  PID         -  CZ1116
 CZ1116  STATE/COUNTY-  AZ/PINAL
 CZ1116  USGS QUAD   -  STANFIELD (1992)
 CZ1116
 CZ1116                         *CURRENT SURVEY CONTROL
 CZ1116  ___________________________________________________________________
 CZ1116* NAD 83(1986)-  32 52 45.     (N)    111 59 08.     (W)     SCALED    
 CZ1116* NAVD 88     -       398.25   (+/-2cm)    1306.6    (feet)  VERTCON   
 CZ1116  ___________________________________________________________________
 CZ1116  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1116
 CZ1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1116
 CZ1116.The horizontal coordinates were scaled from a topographic map and have
 CZ1116.an estimated accuracy of +/- 6 seconds.
 CZ1116
 CZ1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1116.The vertical order pertains to the NGVD 29 superseded value.
 CZ1116
 CZ1116.The geoid height was determined by GEOID03.
 CZ1116
 CZ1116;                    North         East    Units  Estimated Accuracy
 CZ1116;SPC AZ C     -   208,350.      206,910.      MT  (+/- 180 meters Scaled)
 CZ1116
 CZ1116                          SUPERSEDED SURVEY CONTROL
 CZ1116
 CZ1116  NGVD 29 (??/??/92)  397.668  (m)         1304.68   (f) ADJ UNCH    2 0
 CZ1116
 CZ1116.Superseded values are not recommended for survey control.
 CZ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1116.See file dsdata.txt to determine how the superseded data were derived.
 CZ1116
 CZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB078383(NAD 83)
 CZ1116_MARKER: DD = SURVEY DISK
 CZ1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1116_SP_SET: CULVERT
 CZ1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1116
 CZ1116  HISTORY     - Date     Condition        Report By
 CZ1116  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1116  HISTORY     - 1952     GOOD             NGS
 CZ1116  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1116
 CZ1116                          STATION DESCRIPTION
 CZ1116
 CZ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1116'0.8 MI W FROM STANFIELD.
 CZ1116'0.8 MILE WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1116'STANFIELD, AT A TWIN 6 BY 6 FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 CZ1116'THE WEST END OF THE SOUTH CONCRETE HEADWALL, 14.7 FEET SOUTH OF THE
 CZ1116'CENTER LINE OF THE HIGHWAY, 2.1 FEET EAST OF THE WEST END OF THE
 CZ1116'HEADWALL, AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
 CZ1116
 CZ1116                          STATION RECOVERY (1963)
 CZ1116
 CZ1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0770 ***********************************************************************
 CZ0770  DESIGNATION -  2
 CZ0770  PID         -  CZ0770
 CZ0770  STATE/COUNTY-  AZ/PIMA
 CZ0770  USGS QUAD   -  THREE POINTS (1992)
 CZ0770
 CZ0770                         *CURRENT SURVEY CONTROL
 CZ0770  ___________________________________________________________________
 CZ0770* NAD 83(1986)-  32 04 12.     (N)    111 21 28.     (W)     SCALED    
 CZ0770* NAVD 88     -       784.46   (+/-2cm)    2573.7    (feet)  VERTCON   
 CZ0770  ___________________________________________________________________
 CZ0770  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0770
 CZ0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0770
 CZ0770.The horizontal coordinates were scaled from a topographic map and have
 CZ0770.an estimated accuracy of +/- 6 seconds.
 CZ0770
 CZ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0770.The vertical order pertains to the NGVD 29 superseded value.
 CZ0770
 CZ0770.The geoid height was determined by GEOID03.
 CZ0770
 CZ0770;                    North         East    Units  Estimated Accuracy
 CZ0770;SPC AZ C     -   118,770.      266,130.      MT  (+/- 180 meters Scaled)
 CZ0770
 CZ0770                          SUPERSEDED SURVEY CONTROL
 CZ0770
 CZ0770  NGVD 29 (??/??/92)  783.773  (m)         2571.43   (f) ADJ UNCH    2 0
 CZ0770
 CZ0770.Superseded values are not recommended for survey control.
 CZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0770.See file dsdata.txt to determine how the superseded data were derived.
 CZ0770
 CZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA662482(NAD 83)
 CZ0770_MARKER: DD = SURVEY DISK
 CZ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0770_SP_SET: CULVERT
 CZ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0770
 CZ0770  HISTORY     - Date     Condition        Report By
 CZ0770  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0770  HISTORY     - 1951     GOOD             NGS
 CZ0770  HISTORY     - 19970306 GOOD             USPSQD
 CZ0770
 CZ0770                          STATION DESCRIPTION
 CZ0770
 CZ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0770'25.0 MI SW FROM TUCSON.
 CZ0770'25 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0770'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE SOUTHEAST
 CZ0770'HEADWALL OF A 4 BY 10 FOOT CONCRETE CULVERT, 13 YARDS NORTHWEST OF A
 CZ0770'TELEPHONE POLE, 16 FEET SOUTH EAST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0770'AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0770
 CZ0770                          STATION RECOVERY (1997)
 CZ0770
 CZ0770'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1256 ***********************************************************************
 DV1256  DESIGNATION -  2
 DV1256  PID         -  DV1256
 DV1256  STATE/COUNTY-  AZ/MARICOPA
 DV1256  USGS QUAD   -  UNION HILLS (1981)
 DV1256
 DV1256                         *CURRENT SURVEY CONTROL
 DV1256  ___________________________________________________________________
 DV1256* NAD 83(1986)-  33 37 57.     (N)    112 07 00.     (W)     SCALED    
 DV1256* NAVD 88     -       403.652  (meters)    1324.31   (feet)  ADJUSTED  
 DV1256  ___________________________________________________________________
 DV1256  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV1256  DYNAMIC HT  -         403.182 (meters)    1322.77  (feet)  COMP
 DV1256  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DV1256
 DV1256  VERT ORDER  -  FIRST     CLASS II
 DV1256
 DV1256.The horizontal coordinates were scaled from a topographic map and have
 DV1256.an estimated accuracy of +/- 6 seconds.
 DV1256
 DV1256.The orthometric height was determined by differential leveling
 DV1256.and adjusted by the National Geodetic Survey in June 1991..
 DV1256
 DV1256.The geoid height was determined by GEOID03.
 DV1256
 DV1256.The dynamic height is computed by dividing the NAVD 88
 DV1256.geopotential number by the normal gravity value computed on the
 DV1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1256.degrees latitude (g = 980.6199 gals.).
 DV1256
 DV1256.The modeled gravity was interpolated from observed gravity values.
 DV1256
 DV1256;                    North         East    Units  Estimated Accuracy
 DV1256;SPC AZ C     -   291,910.      194,810.      MT  (+/- 180 meters Scaled)
 DV1256
 DV1256                          SUPERSEDED SURVEY CONTROL
 DV1256
 DV1256.No superseded survey control is available for this station.
 DV1256
 DV1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964219(NAD 83)
 DV1256_MARKER: DB = BENCH MARK DISK
 DV1256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1256_SP_SET: HEADWALL
 DV1256_STAMPING: 2
 DV1256_MARK LOGO: AZDT  
 DV1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1256
 DV1256  HISTORY     - Date     Condition        Report By
 DV1256  HISTORY     - UNK      MONUMENTED       AZDT
 DV1256  HISTORY     - 1981     GOOD             NGS
 DV1256  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1256  HISTORY     - 20060309 GOOD             GEOCAC
 DV1256
 DV1256                          STATION DESCRIPTION
 DV1256
 DV1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1256'17.4 KM (10.8 MI) NORTH FROM PHOENIX.
 DV1256'17.4 KM (10.8 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1256'INTERSECTION OF GRAND AVENUE AT PHOENIX, IN TOP AND CENTER OF THE WEST
 DV1256'HEADWALL OF A 3-CHANNEL CULVERT, 5 METERS (16.4 FT) WEST OF THE
 DV1256'CENTERLINE OF THE WEST FRONTAGE ROAD.
 DV1256'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1256
 DV1256                          STATION RECOVERY (2004)
 DV1256
 DV1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1256'NOT FOUND.  REPLACED WITH NEW MARKER. ARIZONA HIGHWAY DEPARTMENT.
 DV1256
 DV1256                          STATION RECOVERY (2006)
 DV1256
 DV1256'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1256'THE DISK IS STAMPED WITH ARIZONA HIGHWAY DEPT  2  19.
 DV1256'I HAVE PICTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0236 ***********************************************************************
 CG0236  DESIGNATION -  2
 CG0236  PID         -  CG0236
 CG0236  STATE/COUNTY-  AZ/PIMA
 CG0236  USGS QUAD   -  SAHUARITA (1981)
 CG0236
 CG0236                         *CURRENT SURVEY CONTROL
 CG0236  ___________________________________________________________________
 CG0236* NAD 83(1986)-  31 58 28.     (N)    110 57 16.     (W)     SCALED    
 CG0236* NAVD 88     -       820.332  (meters)    2691.37   (feet)  ADJUSTED  
 CG0236  ___________________________________________________________________
 CG0236  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0236  DYNAMIC HT  -         819.159 (meters)    2687.52  (feet)  COMP
 CG0236  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 CG0236
 CG0236  VERT ORDER  -  FIRST     CLASS II
 CG0236
 CG0236.The horizontal coordinates were scaled from a topographic map and have
 CG0236.an estimated accuracy of +/- 6 seconds.
 CG0236
 CG0236.The orthometric height was determined by differential leveling
 CG0236.and adjusted by the National Geodetic Survey in June 1991..
 CG0236
 CG0236.The geoid height was determined by GEOID03.
 CG0236
 CG0236.The dynamic height is computed by dividing the NAVD 88
 CG0236.geopotential number by the normal gravity value computed on the
 CG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0236.degrees latitude (g = 980.6199 gals.).
 CG0236
 CG0236.The modeled gravity was interpolated from observed gravity values.
 CG0236
 CG0236;                    North         East    Units  Estimated Accuracy
 CG0236;SPC AZ C     -   108,440.      304,300.      MT  (+/- 180 meters Scaled)
 CG0236
 CG0236                          SUPERSEDED SURVEY CONTROL
 CG0236
 CG0236  NGVD 29 (??/??/92)  819.714  (m)         2689.34   (f) ADJ UNCH    1 2
 CG0236
 CG0236.Superseded values are not recommended for survey control.
 CG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0236.See file dsdata.txt to determine how the superseded data were derived.
 CG0236
 CG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA043376(NAD 83)
 CG0236_MARKER: DD = SURVEY DISK
 CG0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0236_SP_SET: CULVERT
 CG0236_STAMPING: 2
 CG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0236
 CG0236  HISTORY     - Date     Condition        Report By
 CG0236  HISTORY     - UNK      MONUMENTED       AZHD
 CG0236  HISTORY     - 1953     GOOD             NGS
 CG0236  HISTORY     - 1980     GOOD             NGS
 CG0236  HISTORY     - 19990213 GOOD             USPSQD
 CG0236  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0236
 CG0236                          STATION DESCRIPTION
 CG0236
 CG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0236'1.1 MI N FROM SAHUARITA.
 CG0236'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0236'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 112.6 FEET
 CG0236'WEST OF THE WEST RAIL AT THE NORTH END OF BRIDGE 1001.69, AT A DOUBLE
 CG0236'CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0236'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 23.1 FEET WEST OF
 CG0236'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0236
 CG0236                          STATION RECOVERY (1980)
 CG0236
 CG0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0236'2 KILOMETERS (1.2 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0236'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0236'HEADWALL FOR A DOUBLE BOX CULVERT FOR THE HIGHWAY, 7 METERS
 CG0236'(23.1 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CG0236'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CG0236
 CG0236                          STATION RECOVERY (1999)
 CG0236
 CG0236'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0236'RECOVERED IN GOOD CONDITION.
 CG0236
 CG0236                          STATION RECOVERY (2006)
 CG0236
 CG0236'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0236'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0236 ***********************************************************************
 GO0236  DESIGNATION -  2 160 X
 GO0236  PID         -  GO0236
 GO0236  STATE/COUNTY-  AZ/APACHE
 GO0236  USGS QUAD   -  WINDY VALLEY (1968)
 GO0236
 GO0236                         *CURRENT SURVEY CONTROL
 GO0236  ___________________________________________________________________
 GO0236* NAD 83(1992)-  36 25 42.93377(N)    109 40 06.75126(W)     ADJUSTED  
 GO0236* NAVD 88     -      1814.9    (meters)    5954.     (feet)  VERTCON   
 GO0236  ___________________________________________________________________
 GO0236  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GO0236  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GO0236
 GO0236  HORZ ORDER  -  THIRD
 GO0236
 GO0236.The horizontal coordinates were established by classical geodetic methods
 GO0236.and adjusted by the National Geodetic Survey in August 1993..
 GO0236
 GO0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0236
 GO0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0236
 GO0236.The geoid height was determined by GEOID03.
 GO0236
 GO0236;                    North         East     Units Scale Factor Converg.
 GO0236;SPC AZ E     -   602,181.353   258,024.179   MT  0.99992457   +0 17 44.9
 GO0236;SPC AZ E     - 1,975,660.61    846,536.02   iFT  0.99992457   +0 17 44.9
 GO0236;UTM  12      - 4,032,310.931   619,351.661   MT  0.99977551   +0 47 26.7
 GO0236
 GO0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0236!SPC AZ E     -   0.99971846  x   0.99992457  =   0.99964305
 GO0236!UTM  12      -   0.99971846  x   0.99977551  =   0.99949403
 GO0236
 GO0236:                Primary Azimuth Mark                     Grid Az
 GO0236:SPC AZ E     -  MESITA                                   328 29 22.5
 GO0236:UTM  12      -  MESITA                                   327 59 40.7
 GO0236
 GO0236|---------------------------------------------------------------------|
 GO0236| PID    Reference Object                     Distance      Geod. Az  |
 GO0236|                                                           dddmmss.s |
 GO0236| GO0261 MESITA                              APPROX. 9.6 KM 3284707.4 |
 GO0236|---------------------------------------------------------------------|
 GO0236
 GO0236                          SUPERSEDED SURVEY CONTROL
 GO0236
 GO0236  NAD 83(1986)-  36 25 42.93421(N)    109 40 06.75028(W) AD(       ) 3
 GO0236  NGVD 29 (08/22/88) 1814.0    (m)         5951.     (f) VERT ANG       
 GO0236
 GO0236.Superseded values are not recommended for survey control.
 GO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0236.See file dsdata.txt to determine how the superseded data were derived.
 GO0236
 GO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1935232311(NAD 83)
 GO0236_MARKER: W = UNMONUMENTED
 GO0236_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GO0236_SP_SET: OBJECT IMBEDDED IN GROUND
 GO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0236
 GO0236  HISTORY     - Date     Condition        Report By
 GO0236  HISTORY     - 1968     MONUMENTED       USGS
 GO0236
 GO0236                          STATION DESCRIPTION
 GO0236
 GO0236'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0236'NOTE--STATION ESTABLISHED AND USED TO STRENGTHEN WEST SIDE OF
 GO0236'PROJECT IN N.-S. DIRECTION.
 GO0236'
 GO0236'LOCATED 10 MI E. OF ROUGH ROCK AZIMUTH MARK, ABOUT 3 MI NW. OF
 GO0236'MANY FARMS AZIMUTH MARK.  ON HIGHEST POINT OF MESA.
 GO0236'
 GO0236'STATION REACHED BY HELICOPTER.
 GO0236'
 GO0236'STATION MARK--2X2-INCH HUB EMBEDDED IN GROUND, PROJECTING 0.3
 GO0236'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0237 ***********************************************************************
 GO0237  DESIGNATION -  2 170 A
 GO0237  PID         -  GO0237
 GO0237  STATE/COUNTY-  AZ/APACHE
 GO0237  USGS QUAD   -  ROCK POINT (1968)
 GO0237
 GO0237                         *CURRENT SURVEY CONTROL
 GO0237  ___________________________________________________________________
 GO0237* NAD 83(1992)-  36 43 18.50719(N)    109 40 25.16760(W)     ADJUSTED  
 GO0237* NAVD 88     -      1666.3    (meters)    5467.     (feet)  VERTCON   
 GO0237  ___________________________________________________________________
 GO0237  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GO0237  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GO0237
 GO0237  HORZ ORDER  -  THIRD
 GO0237
 GO0237.The horizontal coordinates were established by classical geodetic methods
 GO0237.and adjusted by the National Geodetic Survey in August 1993..
 GO0237
 GO0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0237
 GO0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0237
 GO0237.The geoid height was determined by GEOID03.
 GO0237
 GO0237;                    North         East     Units Scale Factor Converg.
 GO0237;SPC AZ E     -   634,714.058   257,398.661   MT  0.99992389   +0 17 41.2
 GO0237;SPC AZ E     - 2,082,395.20    844,483.80   iFT  0.99992389   +0 17 41.2
 GO0237;UTM  12      - 4,064,832.111   618,444.306   MT  0.99977284   +0 47 35.3
 GO0237
 GO0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0237!SPC AZ E     -   0.99974182  x   0.99992389  =   0.99966573
 GO0237!UTM  12      -   0.99974182  x   0.99977284  =   0.99951472
 GO0237
 GO0237:                Primary Azimuth Mark                     Grid Az
 GO0237:SPC AZ E     -  FLAT                                     294 58 01.3
 GO0237:UTM  12      -  FLAT                                     294 28 07.2
 GO0237
 GO0237|---------------------------------------------------------------------|
 GO0237| PID    Reference Object                     Distance      Geod. Az  |
 GO0237|                                                           dddmmss.s |
 GO0237| GO0252 FLAT                                APPROX. 7.3 KM 2951542.5 |
 GO0237|---------------------------------------------------------------------|
 GO0237
 GO0237                          SUPERSEDED SURVEY CONTROL
 GO0237
 GO0237  NAD 83(1986)-  36 43 18.50627(N)    109 40 25.16860(W) AD(       ) 3
 GO0237  NGVD 29 (08/22/88) 1665.4    (m)         5464.     (f) VERT ANG       
 GO0237
 GO0237.Superseded values are not recommended for survey control.
 GO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0237.See file dsdata.txt to determine how the superseded data were derived.
 GO0237
 GO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1844464832(NAD 83)
 GO0237_MARKER: W = UNMONUMENTED
 GO0237_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GO0237_SP_SET: OBJECT DRIVEN INTO GROUND
 GO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0237
 GO0237  HISTORY     - Date     Condition        Report By
 GO0237  HISTORY     - 1968     MONUMENTED       USGS
 GO0237
 GO0237                          STATION DESCRIPTION
 GO0237
 GO0237'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0237'NOTE--STATION ESTABLISHED AND USED TO STRENGTHEN WEST SIDE OF
 GO0237'PROJECT IN N.-S. DIRECTION.
 GO0237'
 GO0237'LOCATED 12 MI S. OF MEXICAN WATER, ABOUT 2 MI W. OF ROCK POINT
 GO0237'TRADING POST.  ON A TOP.
 GO0237'
 GO0237'STATION REACHED BY HELICOPTER.
 GO0237'
 GO0237'STATION MARK--BASE OF 1/2-INCH REINFORCING BAR PROJECTING 0.5
 GO0237'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0238 ***********************************************************************
 GO0238  DESIGNATION -  2 48 X
 GO0238  PID         -  GO0238
 GO0238  STATE/COUNTY-  AZ/APACHE
 GO0238  USGS QUAD   -  WALKER BUTTE (1982)
 GO0238
 GO0238                         *CURRENT SURVEY CONTROL
 GO0238  ___________________________________________________________________
 GO0238* NAD 83(1992)-  36 46 12.95209(N)    109 29 25.96440(W)     ADJUSTED  
 GO0238* NAVD 88     -      1840.1    (meters)    6037.     (feet)  VERTCON   
 GO0238  ___________________________________________________________________
 GO0238  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GO0238  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GO0238
 GO0238  HORZ ORDER  -  THIRD
 GO0238
 GO0238.The horizontal coordinates were established by classical geodetic methods
 GO0238.and adjusted by the National Geodetic Survey in August 1993..
 GO0238
 GO0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0238
 GO0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0238
 GO0238.The geoid height was determined by GEOID03.
 GO0238
 GO0238;                    North         East     Units Scale Factor Converg.
 GO0238;SPC AZ E     -   640,190.819   273,717.602   MT  0.99994487   +0 24 17.1
 GO0238;SPC AZ E     - 2,100,363.58    898,023.63   iFT  0.99994487   +0 24 17.1
 GO0238;UTM  12      - 4,070,449.926   634,712.747   MT  0.99982357   +0 54 13.3
 GO0238
 GO0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0238!SPC AZ E     -   0.99971454  x   0.99994487  =   0.99965943
 GO0238!UTM  12      -   0.99971454  x   0.99982357  =   0.99953816
 GO0238
 GO0238:                Primary Azimuth Mark                     Grid Az
 GO0238:SPC AZ E     -  2 170 A                                  251 26 51.5
 GO0238:UTM  12      -  2 170 A                                  250 56 55.3
 GO0238
 GO0238|---------------------------------------------------------------------|
 GO0238| PID    Reference Object                     Distance      Geod. Az  |
 GO0238|                                                           dddmmss.s |
 GO0238| GO0237 2 170 A                             APPROX.17.2 KM 2515108.6 |
 GO0238|---------------------------------------------------------------------|
 GO0238
 GO0238                          SUPERSEDED SURVEY CONTROL
 GO0238
 GO0238  NAD 83(1992)-  36 46 12.95059(N)    109 29 25.96516(W) AD(       ) 3
 GO0238  NAD 83(1986)-  36 46 12.94891(N)    109 29 25.96436(W) AD(       ) 3
 GO0238  NGVD 29 (08/22/88) 1839.1    (m)         6034.     (f) VERT ANG       
 GO0238
 GO0238.Superseded values are not recommended for survey control.
 GO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0238.See file dsdata.txt to determine how the superseded data were derived.
 GO0238
 GO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3471370450(NAD 83)
 GO0238_MARKER: W = UNMONUMENTED
 GO0238_SETTING: 66 = SET IN ROCK OUTCROP
 GO0238_SP_SET: SET IN A ROCK LEDGE
 GO0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0238+STABILITY: POSITION/ELEVATION WELL
 GO0238
 GO0238  HISTORY     - Date     Condition        Report By
 GO0238  HISTORY     - 1968     MONUMENTED       USGS
 GO0238
 GO0238                          STATION DESCRIPTION
 GO0238
 GO0238'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0238'NOTE--STATION WAS ESTABLISHED AND USED TO STRENGTHEN WEST SIDE
 GO0238'OF PROJECT IN N.-S. DIRECTION.
 GO0238'
 GO0238'LOCATED 11 MI NE. OF ROCK POINT TRADING POST, 3 MI SW. OF
 GO0238'SWEETWATER TRADING POST.  ON TOP OF MESA.
 GO0238'
 GO0238'STATION REACHED BY HELICOPTER.
 GO0238'
 GO0238'STATION MARK--BRIDGE SPIKE DRIVEN IN SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1603 ***********************************************************************
 DV1603  DESIGNATION -  2 A
 DV1603  PID         -  DV1603
 DV1603  STATE/COUNTY-  AZ/LA PAZ
 DV1603  USGS QUAD   -  BEAR HILLS (1990)
 DV1603
 DV1603                         *CURRENT SURVEY CONTROL
 DV1603  ___________________________________________________________________
 DV1603* NAD 83(1986)-  33 39 31.     (N)    113 58 56.     (W)     SCALED    
 DV1603* NAVD 88     -       465.04   (+/-2cm)    1525.7    (feet)  VERTCON   
 DV1603  ___________________________________________________________________
 DV1603  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1603
 DV1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1603
 DV1603.The horizontal coordinates were scaled from a topographic map and have
 DV1603.an estimated accuracy of +/- 6 seconds.
 DV1603
 DV1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1603.The vertical order pertains to the NGVD 29 superseded value.
 DV1603
 DV1603.The geoid height was determined by GEOID03.
 DV1603
 DV1603;                    North         East    Units  Estimated Accuracy
 DV1603;SPC AZ W     -   294,830.      191,820.      MT  (+/- 180 meters Scaled)
 DV1603
 DV1603                          SUPERSEDED SURVEY CONTROL
 DV1603
 DV1603  NGVD 29 (??/??/92)  464.33   (m)         1523.4    (f) COMPUTED    2 0
 DV1603
 DV1603.Superseded values are not recommended for survey control.
 DV1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1603.See file dsdata.txt to determine how the superseded data were derived.
 DV1603
 DV1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC234282(NAD 83)
 DV1603_MARKER: DD = SURVEY DISK
 DV1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1603_STAMPING: 2 A 1962
 DV1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1603+STABILITY: SURFACE MOTION
 DV1603
 DV1603  HISTORY     - Date     Condition        Report By
 DV1603  HISTORY     - 1962     MONUMENTED       AZHD
 DV1603
 DV1603                          STATION DESCRIPTION
 DV1603
 DV1603'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1603'3.35 MI SW FROM BRENDA.
 DV1603'0.5 MILE WEST-NORTHWEST OF T 359 (3) AN ARIZONA HIGHWAY DEPARTMENT
 DV1603'DISK, STAMPED 2 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1603'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1603'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0971 ***********************************************************************
 CG0971  DESIGNATION -  2 A NW COR
 CG0971  PID         -  CG0971
 CG0971  STATE/COUNTY-  AZ/COCHISE
 CG0971  USGS QUAD   -  BENSON (1983)
 CG0971
 CG0971                         *CURRENT SURVEY CONTROL
 CG0971  ___________________________________________________________________
 CG0971* NAD 83(1992)-  31 57 36.18052(N)    110 22 29.88739(W)     ADJUSTED  
 CG0971* NAVD 88     -      1279.38   (+/-2cm)    4197.4    (feet)  VERTCON   
 CG0971  ___________________________________________________________________
 CG0971  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CG0971  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0971
 CG0971  HORZ ORDER  -  SECOND
 CG0971  VERT ORDER  -  THIRD ? (See Below)
 CG0971
 CG0971.The horizontal coordinates were established by classical geodetic methods
 CG0971.and adjusted by the National Geodetic Survey in August 1993..
 CG0971
 CG0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0971.The vertical order pertains to the NGVD 29 superseded value.
 CG0971
 CG0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0971
 CG0971.The geoid height was determined by GEOID03.
 CG0971
 CG0971;                    North         East     Units Scale Factor Converg.
 CG0971;SPC AZ E     -   106,456.513   193,670.305   MT  0.99990478   -0 06 36.9
 CG0971;SPC AZ E     -   349,266.77    635,401.26   iFT  0.99990478   -0 06 36.9
 CG0971;SPC AZ C     -   107,475.583   359,096.230   MT  1.00016186   +0 48 58.3
 CG0971;SPC AZ C     -   352,610.18  1,178,137.24   iFT  1.00016186   +0 48 58.3
 CG0971;UTM  12      - 3,536,178.099   559,063.648   MT  0.99964302   +0 19 51.1
 CG0971
 CG0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0971!SPC AZ E     -   0.99980352  x   0.99990478  =   0.99970832
 CG0971!SPC AZ C     -   0.99980352  x   1.00016186  =   0.99996535
 CG0971!UTM  12      -   0.99980352  x   0.99964302  =   0.99944661
 CG0971
 CG0971                          SUPERSEDED SURVEY CONTROL
 CG0971
 CG0971  NAD 83(1986)-  31 57 36.17527(N)    110 22 29.88422(W) AD(       ) 2
 CG0971  NAD 27      -  31 57 35.87480(N)    110 22 27.62360(W) AD(       ) 2
 CG0971  NGVD 29 (07/19/86) 1278.56   (m)         4194.7    (f) LEVELING    3  
 CG0971
 CG0971.Superseded values are not recommended for survey control.
 CG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0971.See file dsdata.txt to determine how the superseded data were derived.
 CG0971
 CG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5906436178(NAD 83)
 CG0971_MARKER: DD = SURVEY DISK
 CG0971_SETTING: 0 = UNSPECIFIED SETTING
 CG0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0971
 CG0971  HISTORY     - Date     Condition        Report By
 CG0971  HISTORY     - 1962     MONUMENTED       USE
 CG0971  HISTORY     - 20060908 GOOD             GEOCAC
 CG0971
 CG0971                          STATION DESCRIPTION
 CG0971
 CG0971'DESCRIBED BY US ENGINEERS 1962
 CG0971'2 A IS 3.2 FEET SOUTHEAST OF A WHITE 4 X 4 WITNESS POST, 1.7
 CG0971'FEET WEST OF A FENCE CORNER POST AND IT IS FLUSH WITH THE GROUND
 CG0971'SURFACE IT IS STAMPED--2 A 1960 N.W. COR.  IT IS A USE MARK.
 CG0971
 CG0971                          STATION RECOVERY (2006)
 CG0971
 CG0971'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0971'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 CG0971'FOLLOWING UPDATES TO THE DESCRIPTION   THE WITNESS POST IS MISSING. A
 CG0971'COMPLETE DESCRIPTION TO REACH THE STATION FOLLOWS.
 CG0971' 
 CG0971'TO REACH THE STATION FROM BENSON, PROCEED WEST ON U.S. 10 TO AZ 90
 CG0971'SOUTH, THEN MAKE FIRST RIGHT TURN AFTER THE MCDONALDS ONTO CAVERNS
 CG0971'DRIVE. CONTINUE WEST TO THE STOP SIGN AND TURN RIGHT TO FRONTAGE ROAD.
 CG0971'TAKE FRONTAGE ROAD/TITAN DRIVE WEST FOR 1.5 MILES TO THE END OF TITAN
 CG0971'DRIVE. STATION IS ABOUT ONE THIRD OF A MILE PACK UP THE OLD ROAD BED
 CG0971'SOUTH/SOUTHWEST ON STATE TRUST LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1259 ***********************************************************************
 CY1259  DESIGNATION -  2 EMH
 CY1259  PID         -  CY1259
 CY1259  STATE/COUNTY-  AZ/GRAHAM
 CY1259  USGS QUAD   -  EDEN (1985)
 CY1259
 CY1259                         *CURRENT SURVEY CONTROL
 CY1259  ___________________________________________________________________
 CY1259* NAD 83(1986)-  32 56 22.     (N)    109 56 30.     (W)     SCALED    
 CY1259* NAVD 88     -       874.50   (+/-2cm)    2869.1    (feet)  VERTCON   
 CY1259  ___________________________________________________________________
 CY1259  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY1259
 CY1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1259
 CY1259.The horizontal coordinates were scaled from a topographic map and have
 CY1259.an estimated accuracy of +/- 6 seconds.
 CY1259
 CY1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1259.The vertical order pertains to the NGVD 29 superseded value.
 CY1259
 CY1259.The geoid height was determined by GEOID03.
 CY1259
 CY1259;                    North         East    Units  Estimated Accuracy
 CY1259;SPC AZ E     -   215,060.      234,400.      MT  (+/- 180 meters Scaled)
 CY1259
 CY1259                          SUPERSEDED SURVEY CONTROL
 CY1259
 CY1259  NGVD 29 (??/??/92)  873.90   (m)         2867.1    (f) COMPUTED    2 0
 CY1259
 CY1259.Superseded values are not recommended for survey control.
 CY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1259.See file dsdata.txt to determine how the superseded data were derived.
 CY1259
 CY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB989450(NAD 83)
 CY1259_MARKER: DB = BENCH MARK DISK
 CY1259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1259_SP_SET: COPPER-CLAD STEEL ROD
 CY1259_STAMPING: 2 EMH 1972 2867
 CY1259_MARK LOGO: USGS  
 CY1259_PROJECTION: FLUSH
 CY1259_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1259+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1259_ROD/PIPE-DEPTH: 6.10 meters
 CY1259
 CY1259  HISTORY     - Date     Condition        Report By
 CY1259  HISTORY     - 1972     MONUMENTED       USGS
 CY1259
 CY1259                          STATION DESCRIPTION
 CY1259
 CY1259'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1259'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1259'ALONG U S HIGHWAY 70, THENCE 1.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1259'ABOUT 0.2 MILES SOUTHWEST OF A DRAIN CROSSING, 55 FEET SOUTHEAST AND
 CY1259'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1259'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1125 ***********************************************************************
 ES1125  DESIGNATION -  2 HLS
 ES1125  PID         -  ES1125
 ES1125  STATE/COUNTY-  AZ/NAVAJO
 ES1125  USGS QUAD   -  JOSEPH CITY (1986)
 ES1125
 ES1125                         *CURRENT SURVEY CONTROL
 ES1125  ___________________________________________________________________
 ES1125* NAD 83(1986)-  34 59 01.     (N)    110 20 30.     (W)     SCALED    
 ES1125* NAVD 88     -      1569.883  (meters)    5150.52   (feet)  ADJUSTED  
 ES1125  ___________________________________________________________________
 ES1125  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES1125  DYNAMIC HT  -        1567.777 (meters)    5143.61  (feet)  COMP
 ES1125  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1125
 ES1125  VERT ORDER  -  THIRD
 ES1125
 ES1125.The horizontal coordinates were scaled from a topographic map and have
 ES1125.an estimated accuracy of +/- 6 seconds.
 ES1125
 ES1125.The orthometric height was determined by differential leveling
 ES1125.and adjusted by the National Geodetic Survey in June 1991..
 ES1125
 ES1125.The geoid height was determined by GEOID03.
 ES1125
 ES1125.The dynamic height is computed by dividing the NAVD 88
 ES1125.geopotential number by the normal gravity value computed on the
 ES1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1125.degrees latitude (g = 980.6199 gals.).
 ES1125
 ES1125.The modeled gravity was interpolated from observed gravity values.
 ES1125
 ES1125;                    North         East    Units  Estimated Accuracy
 ES1125;SPC AZ E     -   441,770.      197,380.      MT  (+/- 180 meters Scaled)
 ES1125
 ES1125                          SUPERSEDED SURVEY CONTROL
 ES1125
 ES1125  NGVD 29 (??/??/92) 1569.10   (m)         5148.0    (f) COMPUTED    3 0
 ES1125
 ES1125.Superseded values are not recommended for survey control.
 ES1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1125.See file dsdata.txt to determine how the superseded data were derived.
 ES1125
 ES1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD600714(NAD 83)
 ES1125_MARKER: DB = BENCH MARK DISK
 ES1125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1125_SP_SET: COPPER-CLAD STEEL ROD
 ES1125_STAMPING: 2 HLS 1970 5148
 ES1125_MARK LOGO: USGS  
 ES1125_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1125+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1125
 ES1125  HISTORY     - Date     Condition        Report By
 ES1125  HISTORY     - 1970     MONUMENTED       USGS
 ES1125
 ES1125                          STATION DESCRIPTION
 ES1125
 ES1125'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1125'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1125'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 1.9 MILES NORTH ALONG A
 ES1125'COUNTY ROAD (PORTER AVENUE), 22 FEET WEST OF THE CENTERLINE OF THE
 ES1125'ROAD, 2 FEET NORTHEAST OF A FENCE CORNER.  A COPPER-CLAD STEEL ROD
 ES1125'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0850 ***********************************************************************
 FQ0850  DESIGNATION -  2 JRH
 FQ0850  PID         -  FQ0850
 FQ0850  STATE/COUNTY-  AZ/COCONINO
 FQ0850  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0850
 FQ0850                         *CURRENT SURVEY CONTROL
 FQ0850  ___________________________________________________________________
 FQ0850* NAD 83(1986)-  35 54 01.     (N)    111 57 06.     (W)     SCALED    
 FQ0850* NAVD 88     -      2207.517  (meters)    7242.50   (feet)  POSTED    
 FQ0850  ___________________________________________________________________
 FQ0850  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0850  DYNAMIC HT  -        2204.510 (meters)    7232.63  (feet)  COMP
 FQ0850  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 FQ0850
 FQ0850  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0850
 FQ0850.The horizontal coordinates were scaled from a topographic map and have
 FQ0850.an estimated accuracy of +/- 6 seconds.
 FQ0850
 FQ0850.The orthometric height was determined by differential leveling
 FQ0850.and adjusted by the National Geodetic Survey in 1992..
 FQ0850.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0850.rate of 0.0 thru 1.0 mm/km.
 FQ0850
 FQ0850.The geoid height was determined by GEOID03.
 FQ0850
 FQ0850.The dynamic height is computed by dividing the NAVD 88
 FQ0850.geopotential number by the normal gravity value computed on the
 FQ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0850.degrees latitude (g = 980.6199 gals.).
 FQ0850
 FQ0850.The modeled gravity was interpolated from observed gravity values.
 FQ0850
 FQ0850;                    North         East    Units  Estimated Accuracy
 FQ0850;SPC AZ C     -   543,450.      210,200.      MT  (+/- 180 meters Scaled)
 FQ0850
 FQ0850                          SUPERSEDED SURVEY CONTROL
 FQ0850
 FQ0850  NGVD 29 (??/??/92) 2206.50   (m)         7239.2    (f) COMPUTED    3 0
 FQ0850
 FQ0850.Superseded values are not recommended for survey control.
 FQ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0850.See file dsdata.txt to determine how the superseded data were derived.
 FQ0850
 FQ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE141733(NAD 83)
 FQ0850_MARKER: DB = BENCH MARK DISK
 FQ0850_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0850_SP_SET: ROCK OUTCROP
 FQ0850_STAMPING: 2 JRH 7239 1958
 FQ0850_MARK LOGO: USGS  
 FQ0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0850+STABILITY: POSITION/ELEVATION WELL
 FQ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0850+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0850
 FQ0850  HISTORY     - Date     Condition        Report By
 FQ0850  HISTORY     - 1958     MONUMENTED       USGS
 FQ0850
 FQ0850                          STATION DESCRIPTION
 FQ0850
 FQ0850'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0850'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0850'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0850'LOOKOUT TOWER, PROCEED 4.3 MILES SOUTH, 28 FEET EAST OF THE CENTER OF
 FQ0850'THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0857 ***********************************************************************
 FQ0857  DESIGNATION -  2 JRH
 FQ0857  PID         -  FQ0857
 FQ0857  STATE/COUNTY-  AZ/COCONINO
 FQ0857  USGS QUAD   -  PETERSON FLAT (1989)
 FQ0857
 FQ0857                         *CURRENT SURVEY CONTROL
 FQ0857  ___________________________________________________________________
 FQ0857* NAD 83(1986)-  35 46 20.     (N)    111 51 25.     (W)     SCALED    
 FQ0857* NAVD 88     -      2017.905  (meters)    6620.41   (feet)  POSTED    
 FQ0857  ___________________________________________________________________
 FQ0857  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0857  DYNAMIC HT  -        2015.170 (meters)    6611.44  (feet)  COMP
 FQ0857  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 FQ0857
 FQ0857  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0857
 FQ0857.The horizontal coordinates were scaled from a topographic map and have
 FQ0857.an estimated accuracy of +/- 6 seconds.
 FQ0857
 FQ0857.The orthometric height was determined by differential leveling
 FQ0857.and adjusted by the National Geodetic Survey in 1992..
 FQ0857.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0857.rate of 0.0 thru 1.0 mm/km.
 FQ0857
 FQ0857.The geoid height was determined by GEOID03.
 FQ0857
 FQ0857.The dynamic height is computed by dividing the NAVD 88
 FQ0857.geopotential number by the normal gravity value computed on the
 FQ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0857.degrees latitude (g = 980.6199 gals.).
 FQ0857
 FQ0857.The modeled gravity was interpolated from observed gravity values.
 FQ0857
 FQ0857;                    North         East    Units  Estimated Accuracy
 FQ0857;SPC AZ C     -   529,240.      218,760.      MT  (+/- 180 meters Scaled)
 FQ0857
 FQ0857                          SUPERSEDED SURVEY CONTROL
 FQ0857
 FQ0857.No superseded survey control is available for this station.
 FQ0857
 FQ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE225590(NAD 83)
 FQ0857_MARKER: DB = BENCH MARK DISK
 FQ0857_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0857_SP_SET: ROCK OUTCROP
 FQ0857_STAMPING: 2 JRH 1959 6617
 FQ0857_MARK LOGO: USGS  
 FQ0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0857+STABILITY: POSITION/ELEVATION WELL
 FQ0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0857+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0857
 FQ0857  HISTORY     - Date     Condition        Report By
 FQ0857  HISTORY     - 1959     MONUMENTED       USGS
 FQ0857
 FQ0857                          STATION DESCRIPTION
 FQ0857
 FQ0857'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0857'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0857'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0857'LOOKOUT TOWER, PROCEED 16.1 MILES SOUTH TO THE SOUTH END OF A LOW
 FQ0857'FLAT RIDGE, 4.5 MILES SOUTHEAST OF BUCKLAR TANK, 47 FEET NORTH AND 13
 FQ0857'FEET HIGHER THAN THE CENTER OF THE ROAD, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1151 ***********************************************************************
 ES1151  DESIGNATION -  2 LC
 ES1151  PID         -  ES1151
 ES1151  STATE/COUNTY-  AZ/NAVAJO
 ES1151  USGS QUAD   -  CIBECUE (1977)
 ES1151
 ES1151                         *CURRENT SURVEY CONTROL
 ES1151  ___________________________________________________________________
 ES1151* NAD 83(1992)-  34 00 21.31223(N)    110 27 19.92654(W)     ADJUSTED  
 ES1151* NAVD 88     -      1518.70   (+/-2cm)    4982.6    (feet)  VERTCON   
 ES1151  ___________________________________________________________________
 ES1151  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 ES1151  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES1151
 ES1151  HORZ ORDER  -  THIRD
 ES1151  VERT ORDER  -  THIRD ? (See Below)
 ES1151
 ES1151.The horizontal coordinates were established by classical geodetic methods
 ES1151.and adjusted by the National Geodetic Survey in August 1993..
 ES1151
 ES1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1151.The vertical order pertains to the NGVD 29 superseded value.
 ES1151
 ES1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1151
 ES1151.The geoid height was determined by GEOID03.
 ES1151
 ES1151;                    North         East     Units Scale Factor Converg.
 ES1151;SPC AZ E     -   333,348.071   186,677.424   MT  0.99990877   -0 09 41.6
 ES1151;SPC AZ E     - 1,093,661.65    612,458.74   iFT  0.99990877   -0 09 41.6
 ES1151;UTM  12      - 3,762,945.988   550,276.946   MT  0.99963116   +0 18 16.3
 ES1151
 ES1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1151!SPC AZ E     -   0.99976553  x   0.99990877  =   0.99967432
 ES1151!UTM  12      -   0.99976553  x   0.99963116  =   0.99939677
 ES1151
 ES1151:                Primary Azimuth Mark                     Grid Az
 ES1151:SPC AZ E     -  CUE                                      287 17 54.1
 ES1151:UTM  12      -  CUE                                      286 49 56.2
 ES1151
 ES1151|---------------------------------------------------------------------|
 ES1151| PID    Reference Object                     Distance      Geod. Az  |
 ES1151|                                                           dddmmss.s |
 ES1151| ES1087 CUE                                 APPROX. 5.9 KM 2870812.5 |
 ES1151|---------------------------------------------------------------------|
 ES1151
 ES1151                          SUPERSEDED SURVEY CONTROL
 ES1151
 ES1151  NAD 83(1986)-  34 00 21.30494(N)    110 27 19.93081(W) AD(       ) 3
 ES1151  NGVD 29 (04/27/90) 1517.98   (m)         4980.2    (f) LEVELING    3  
 ES1151
 ES1151.Superseded values are not recommended for survey control.
 ES1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1151.See file dsdata.txt to determine how the superseded data were derived.
 ES1151
 ES1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5027762946(NAD 83)
 ES1151_MARKER: DB = BENCH MARK DISK
 ES1151_SETTING: 66 = SET IN ROCK OUTCROP
 ES1151_SP_SET: SET IN ROCK OUTCROP
 ES1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1151+STABILITY: POSITION/ELEVATION WELL
 ES1151
 ES1151  HISTORY     - Date     Condition        Report By
 ES1151  HISTORY     - 1960     MONUMENTED       USGS
 ES1151
 ES1151                          STATION DESCRIPTION
 ES1151
 ES1151'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1151'LOCATED ABOUT 3 MI SE. OF CIBECUE.  ON LONG, STRAIGHT SLOPE OF
 ES1151'CIBECUE RD.
 ES1151'
 ES1151'TO REACH FROM CIBECUE BRIDGE, GO 4 MI SE. ALONG RD. TO U.S. HWY.
 ES1151'60.  AT TOP OF LONG SLOPE, IN AREA OF MANY FLAT LIMESTONE ROCKS,
 ES1151'60 FT. S. AND 2 FT. HIGHER THAN CENTERLINE RD., 10 FT. N. OF
 ES1151'TREE.
 ES1151'
 ES1151'STATION MARK--STANDARD BM TABLET STAMPED---2 LC 1960 4981---, SET
 ES1151'IN LIMESTONE OUTCROP.
 ES1151'
 ES1151'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0278 ***********************************************************************
 DV0278  DESIGNATION -  2 LUKE FIELD
 DV0278  PID         -  DV0278
 DV0278  STATE/COUNTY-  AZ/MARICOPA
 DV0278  USGS QUAD   -  EL MIRAGE (1982)
 DV0278
 DV0278                         *CURRENT SURVEY CONTROL
 DV0278  ___________________________________________________________________
 DV0278* NAD 83(1986)-  33 32 35.     (N)    112 21 30.     (W)     SCALED    
 DV0278* NAVD 88     -       332.18   (+/-2cm)    1089.8    (feet)  VERTCON   
 DV0278  ___________________________________________________________________
 DV0278  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0278
 DV0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0278
 DV0278.The horizontal coordinates were scaled from a topographic map and have
 DV0278.an estimated accuracy of +/- 6 seconds.
 DV0278
 DV0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0278.The vertical order pertains to the NGVD 29 superseded value.
 DV0278
 DV0278.The geoid height was determined by GEOID03.
 DV0278
 DV0278;                    North         East    Units  Estimated Accuracy
 DV0278;SPC AZ C     -   282,060.      172,340.      MT  (+/- 180 meters Scaled)
 DV0278
 DV0278                          SUPERSEDED SURVEY CONTROL
 DV0278
 DV0278  NGVD 29 (??/??/92)  331.631  (m)         1088.03   (f) ADJ UNCH    2 0
 DV0278
 DV0278.Superseded values are not recommended for survey control.
 DV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0278.See file dsdata.txt to determine how the superseded data were derived.
 DV0278
 DV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738123(NAD 83)
 DV0278_MARKER: Q = CHISELED SQUARE
 DV0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0278_SP_SET: MANHOLE COVER
 DV0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0278
 DV0278  HISTORY     - Date     Condition        Report By
 DV0278  HISTORY     - UNK      MONUMENTED       DOD
 DV0278  HISTORY     - 1945     GOOD             NGS
 DV0278  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DV0278
 DV0278                          STATION DESCRIPTION
 DV0278
 DV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0278'IN LUKE FIELD.
 DV0278'AT LUKE FIELD, MARICOPA COUNTY, 0.1 MILE SOUTH ALONG THE COUNTY ROAD
 DV0278'LEADING TO LITCHFIELD FROM THE NORTHEAST ENTRANCE, 44.2 FEET SOUTHWEST
 DV0278'OF THE SOUTHWEST CORNER OF BUILDING T-1002, 42.9 FEET EAST OF THE
 DV0278'CENTERLINE OF THE ROAD, AND ON THE NORTH EDGE OF A CONCRETE MANHOLE
 DV0278'COVER.  A CROSS INSIDE A CHISELED SQUARE.
 DV0278
 DV0278                          STATION RECOVERY (2002)
 DV0278
 DV0278'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0278'SEARCHED FOR NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0090 ***********************************************************************
 DB0090  DESIGNATION -  2 M
 DB0090  PID         -  DB0090
 DB0090  STATE/COUNTY-  AZ/YUMA
 DB0090  USGS QUAD   -  WELLTON SE (1965)
 DB0090
 DB0090                         *CURRENT SURVEY CONTROL
 DB0090  ___________________________________________________________________
 DB0090* NAD 83(1986)-  32 35 16.     (N)    114 05 31.     (W)     SCALED    
 DB0090* NAVD 88     -       151.34   (+/-2cm)     496.5    (feet)  VERTCON   
 DB0090  ___________________________________________________________________
 DB0090  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DB0090
 DB0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0090
 DB0090.The horizontal coordinates were scaled from a topographic map and have
 DB0090.an estimated accuracy of +/- 6 seconds.
 DB0090
 DB0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0090.The vertical order pertains to the NGVD 29 superseded value.
 DB0090
 DB0090.The geoid height was determined by GEOID03.
 DB0090
 DB0090;                    North         East    Units  Estimated Accuracy
 DB0090;SPC AZ W     -   176,100.      181,260.      MT  (+/- 180 meters Scaled)
 DB0090
 DB0090                          SUPERSEDED SURVEY CONTROL
 DB0090
 DB0090  NGVD 29 (??/??/??)  150.676  (m)          494.34   (f) ADJUSTED    2 0
 DB0090
 DB0090.Superseded values are not recommended for survey control.
 DB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0090.See file dsdata.txt to determine how the superseded data were derived.
 DB0090
 DB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS729093(NAD 83)
 DB0090_MARKER: DD = SURVEY DISK
 DB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0090_STAMPING: 2 M 494 1925
 DB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0090+STABILITY: SURFACE MOTION
 DB0090
 DB0090  HISTORY     - Date     Condition        Report By
 DB0090  HISTORY     - 1925     MONUMENTED       USGS
 DB0090  HISTORY     - 1962     GOOD             NGS
 DB0090
 DB0090                          STATION DESCRIPTION
 DB0090
 DB0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0090'8.1 MI SE FROM WELLTON.
 DB0090'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0090'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0090'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0090'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0090'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 4.4 MILES SOUTHEAST
 DB0090'ALONG A DIM TRAIL ROAD, 0.4 MILE SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0090'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0090'0.3 MILE SOUTHEAST OF A OLD MINE SHAFT, 113 FEET EAST OF AND
 DB0090'ACROSS THE TRAIL ROAD FROM THE BASE OF A SMALL HILL IN A LOW RANGE
 DB0090'OF HILLS, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 DB0090'EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 DB0090'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1285 ***********************************************************************
 DU1285  DESIGNATION -  20 2464
 DU1285  PID         -  DU1285
 DU1285  STATE/COUNTY-  AZ/GILA
 DU1285  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1285
 DU1285                         *CURRENT SURVEY CONTROL
 DU1285  ___________________________________________________________________
 DU1285* NAD 83(1986)-  33 36 53.     (N)    111 02 43.     (W)     SCALED    
 DU1285* NAVD 88     -       751.746  (meters)    2466.35   (feet)  ADJUSTED  
 DU1285  ___________________________________________________________________
 DU1285  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1285  DYNAMIC HT  -         750.776 (meters)    2463.17  (feet)  COMP
 DU1285  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 DU1285
 DU1285  VERT ORDER  -  FIRST     CLASS II
 DU1285
 DU1285.The horizontal coordinates were scaled from a topographic map and have
 DU1285.an estimated accuracy of +/- 6 seconds.
 DU1285
 DU1285.The orthometric height was determined by differential leveling
 DU1285.and adjusted by the National Geodetic Survey in June 1991..
 DU1285
 DU1285.The geoid height was determined by GEOID03.
 DU1285
 DU1285.The dynamic height is computed by dividing the NAVD 88
 DU1285.geopotential number by the normal gravity value computed on the
 DU1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1285.degrees latitude (g = 980.6199 gals.).
 DU1285
 DU1285.The modeled gravity was interpolated from observed gravity values.
 DU1285
 DU1285;                    North         East    Units  Estimated Accuracy
 DU1285;SPC AZ E     -   290,270.      131,830.      MT  (+/- 180 meters Scaled)
 DU1285
 DU1285                          SUPERSEDED SURVEY CONTROL
 DU1285
 DU1285.No superseded survey control is available for this station.
 DU1285
 DU1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC958194(NAD 83)
 DU1285_MARKER: DB = BENCH MARK DISK
 DU1285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1285_SP_SET: CULVERT HEADWALL
 DU1285_STAMPING: 20-2464
 DU1285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1285+STABILITY: SURFACE MOTION
 DU1285
 DU1285  HISTORY     - Date     Condition        Report By
 DU1285  HISTORY     - UNK      MONUMENTED       AZHD
 DU1285  HISTORY     - 1979     GOOD             NGS
 DU1285  HISTORY     - 19980701 GOOD             AZDT
 DU1285  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1285
 DU1285                          STATION DESCRIPTION
 DU1285
 DU1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1285'6.0 MI SE FROM ROOSEVELT.
 DU1285'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1285'THE POST OFFICE IN ROOSEVELT, SET IN THE TOP CENTER OF A
 DU1285'CONCRETE HEADWALL IN A 7 FOOT CORRUGATED STEEL PIPE CULVERT,
 DU1285'65.1 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 42.5 FEET
 DU1285'SOUTH OF A GUARD RAIL.
 DU1285'THE MARK IS 14 FT BELOW THE HIGHWAY.
 DU1285
 DU1285                          STATION RECOVERY (1998)
 DU1285
 DU1285'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1285'RECOVERED AS DESCRIBED.
 DU1285
 DU1285                          STATION RECOVERY (2004)
 DU1285
 DU1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1570 ***********************************************************************
 DV1570  DESIGNATION -  20 A
 DV1570  PID         -  DV1570
 DV1570  STATE/COUNTY-  AZ/LA PAZ
 DV1570  USGS QUAD   -  HOPE SW (1990)
 DV1570
 DV1570                         *CURRENT SURVEY CONTROL
 DV1570  ___________________________________________________________________
 DV1570* NAD 83(1986)-  33 37 02.     (N)    113 40 19.     (W)     SCALED    
 DV1570* NAVD 88     -       384.35   (+/-2cm)    1261.0    (feet)  VERTCON   
 DV1570  ___________________________________________________________________
 DV1570  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1570
 DV1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1570
 DV1570.The horizontal coordinates were scaled from a topographic map and have
 DV1570.an estimated accuracy of +/- 6 seconds.
 DV1570
 DV1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1570.The vertical order pertains to the NGVD 29 superseded value.
 DV1570
 DV1570.The geoid height was determined by GEOID03.
 DV1570
 DV1570;                    North         East    Units  Estimated Accuracy
 DV1570;SPC AZ W     -   290,210.      220,600.      MT  (+/- 180 meters Scaled)
 DV1570
 DV1570                          SUPERSEDED SURVEY CONTROL
 DV1570
 DV1570  NGVD 29 (??/??/92)  383.675  (m)         1258.77   (f) ADJ UNCH    2 0
 DV1570
 DV1570.Superseded values are not recommended for survey control.
 DV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1570.See file dsdata.txt to determine how the superseded data were derived.
 DV1570
 DV1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC521229(NAD 83)
 DV1570_MARKER: DD = SURVEY DISK
 DV1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1570_STAMPING: 20 A 1962
 DV1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1570+STABILITY: SURFACE MOTION
 DV1570
 DV1570  HISTORY     - Date     Condition        Report By
 DV1570  HISTORY     - 1962     MONUMENTED       AZHD
 DV1570  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1570
 DV1570                          STATION DESCRIPTION
 DV1570
 DV1570'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1570'15.3 MI SW FROM HOPE.
 DV1570'0.3 MILE EAST-SOUTHEAST OF L 396 208 AN ARIZONA HIGHWAY DEPARTMENT
 DV1570'DISK STAMPED 20 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1570'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1570'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1570
 DV1570                          STATION RECOVERY (1987)
 DV1570
 DV1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0207 ***********************************************************************
 CF0207  DESIGNATION -  20 BKC
 CF0207  PID         -  CF0207
 CF0207  STATE/COUNTY-  AZ/COCHISE
 CF0207  USGS QUAD   -  PEARCE (1985)
 CF0207
 CF0207                         *CURRENT SURVEY CONTROL
 CF0207  ___________________________________________________________________
 CF0207* NAD 83(1986)-  31 56 01.     (N)    109 45 44.     (W)     SCALED    
 CF0207* NAVD 88     -      1297.174  (meters)    4255.81   (feet)  ADJUSTED  
 CF0207  ___________________________________________________________________
 CF0207  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0207  DYNAMIC HT  -        1295.193 (meters)    4249.31  (feet)  COMP
 CF0207  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 CF0207
 CF0207  VERT ORDER  -  FIRST     CLASS II
 CF0207
 CF0207.The horizontal coordinates were scaled from a topographic map and have
 CF0207.an estimated accuracy of +/- 6 seconds.
 CF0207
 CF0207.The orthometric height was determined by differential leveling
 CF0207.and adjusted by the National Geodetic Survey in June 1991..
 CF0207
 CF0207.The geoid height was determined by GEOID03.
 CF0207
 CF0207.The dynamic height is computed by dividing the NAVD 88
 CF0207.geopotential number by the normal gravity value computed on the
 CF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0207.degrees latitude (g = 980.6199 gals.).
 CF0207
 CF0207.The modeled gravity was interpolated from observed gravity values.
 CF0207
 CF0207;                    North         East    Units  Estimated Accuracy
 CF0207;SPC AZ E     -   103,580.      251,600.      MT  (+/- 180 meters Scaled)
 CF0207
 CF0207                          SUPERSEDED SURVEY CONTROL
 CF0207
 CF0207.No superseded survey control is available for this station.
 CF0207
 CF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170337(NAD 83)
 CF0207_MARKER: DD = SURVEY DISK
 CF0207_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0207_SP_SET: UNSPECIFIED DEEP
 CF0207_STAMPING: 20 BKC 1974
 CF0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0207+STABILITY: SURFACE MOTION
 CF0207
 CF0207  HISTORY     - Date     Condition        Report By
 CF0207  HISTORY     - 1974     MONUMENTED       USGS
 CF0207  HISTORY     - 1980     GOOD             NGS
 CF0207
 CF0207                          STATION DESCRIPTION
 CF0207
 CF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0207'17.9 KM SE FROM PEARCE.
 CF0207'14.45 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0207'FROM THE POST OFFICE IN PEARCE, THENCE 3.45 KILOMETERS (2.15 MILES)
 CF0207'NORTH ALONG KANSAS SETTLEMENT ROAD, 11.9 METERS (39.1 FEET)
 CF0207'EAST OF THE CENTERLINE OF THE HIGHWAY, 17.3 METERS (56.8 FEET)
 CF0207'NORTHWEST OF A POWERLINE POLE NUMBER 171 WITH SEVERAL GUY WIRES,
 CF0207'0.3 METER (1 FOOT) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0207'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0207'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0810 ***********************************************************************
 FQ0810  DESIGNATION -  20 BKC
 FQ0810  PID         -  FQ0810
 FQ0810  STATE/COUNTY-  AZ/COCONINO
 FQ0810  USGS QUAD   -  WUPATKI SW (1969)
 FQ0810
 FQ0810                         *CURRENT SURVEY CONTROL
 FQ0810  ___________________________________________________________________
 FQ0810* NAD 83(1986)-  35 32 55.     (N)    111 27 57.     (W)     SCALED    
 FQ0810* NAVD 88     -      1655.401  (meters)    5431.09   (feet)  POSTED    
 FQ0810  ___________________________________________________________________
 FQ0810  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0810  DYNAMIC HT  -        1653.260 (meters)    5424.07  (feet)  COMP
 FQ0810  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 FQ0810
 FQ0810  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0810
 FQ0810.The horizontal coordinates were scaled from a topographic map and have
 FQ0810.an estimated accuracy of +/- 6 seconds.
 FQ0810
 FQ0810.The orthometric height was determined by differential leveling
 FQ0810.and adjusted by the National Geodetic Survey in 1992..
 FQ0810.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0810.rate of 0.0 thru 1.0 mm/km.
 FQ0810
 FQ0810.The geoid height was determined by GEOID03.
 FQ0810
 FQ0810.The dynamic height is computed by dividing the NAVD 88
 FQ0810.geopotential number by the normal gravity value computed on the
 FQ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0810.degrees latitude (g = 980.6199 gals.).
 FQ0810
 FQ0810.The modeled gravity was interpolated from observed gravity values.
 FQ0810
 FQ0810;                    North         East    Units  Estimated Accuracy
 FQ0810;SPC AZ C     -   504,530.      254,240.      MT  (+/- 180 meters Scaled)
 FQ0810
 FQ0810                          SUPERSEDED SURVEY CONTROL
 FQ0810
 FQ0810  NGVD 29 (??/??/92) 1654.51   (m)         5428.2    (f) COMPUTED    2 2
 FQ0810
 FQ0810.Superseded values are not recommended for survey control.
 FQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0810.See file dsdata.txt to determine how the superseded data were derived.
 FQ0810
 FQ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE577339(NAD 83)
 FQ0810_MARKER: DB = BENCH MARK DISK
 FQ0810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0810_SP_SET: COPPER-CLAD STEEL ROD
 FQ0810_STAMPING: 20 BKC 1968 5428
 FQ0810_MARK LOGO: USGS  
 FQ0810_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0810+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0810
 FQ0810  HISTORY     - Date     Condition        Report By
 FQ0810  HISTORY     - 1968     MONUMENTED       USGS
 FQ0810
 FQ0810                          STATION DESCRIPTION
 FQ0810
 FQ0810'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0810'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0810'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0810'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0810'NATIONAL MONUMENT, THENCE 5.5 MILES EAST ALONG THE MONUMENT ROAD, 41
 FQ0810'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 FQ0810'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0810'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0782 ***********************************************************************
 FQ0782  DESIGNATION -  20 HLS
 FQ0782  PID         -  FQ0782
 FQ0782  STATE/COUNTY-  AZ/NAVAJO
 FQ0782  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0782
 FQ0782                         *CURRENT SURVEY CONTROL
 FQ0782  ___________________________________________________________________
 FQ0782* NAD 83(1986)-  35 09 02.     (N)    110 13 24.     (W)     SCALED    
 FQ0782* NAVD 88     -      1592.655  (meters)    5225.24   (feet)  ADJUSTED  
 FQ0782  ___________________________________________________________________
 FQ0782  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0782  DYNAMIC HT  -        1590.525 (meters)    5218.25  (feet)  COMP
 FQ0782  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 FQ0782
 FQ0782  VERT ORDER  -  THIRD
 FQ0782
 FQ0782.The horizontal coordinates were scaled from a topographic map and have
 FQ0782.an estimated accuracy of +/- 6 seconds.
 FQ0782
 FQ0782.The orthometric height was determined by differential leveling
 FQ0782.and adjusted by the National Geodetic Survey in June 1991..
 FQ0782
 FQ0782.The geoid height was determined by GEOID03.
 FQ0782
 FQ0782.The dynamic height is computed by dividing the NAVD 88
 FQ0782.geopotential number by the normal gravity value computed on the
 FQ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0782.degrees latitude (g = 980.6199 gals.).
 FQ0782
 FQ0782.The modeled gravity was interpolated from observed gravity values.
 FQ0782
 FQ0782;                    North         East    Units  Estimated Accuracy
 FQ0782;SPC AZ E     -   460,280.      208,200.      MT  (+/- 180 meters Scaled)
 FQ0782
 FQ0782                          SUPERSEDED SURVEY CONTROL
 FQ0782
 FQ0782.No superseded survey control is available for this station.
 FQ0782
 FQ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD707900(NAD 83)
 FQ0782_MARKER: DB = BENCH MARK DISK
 FQ0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0782_SP_SET: COPPER-CLAD STEEL ROD
 FQ0782_STAMPING: 20 HLS 1970 5223
 FQ0782_MARK LOGO: USGS  
 FQ0782_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0782+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0782
 FQ0782  HISTORY     - Date     Condition        Report By
 FQ0782  HISTORY     - 1970     MONUMENTED       USGS
 FQ0782
 FQ0782                          STATION DESCRIPTION
 FQ0782
 FQ0782'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0782'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0782'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0782'HIGHWAY 77, THENCE 8.9 MILES WEST ALONG A ROAD, 0.4 MILES EAST OF A
 FQ0782'WINDMILL AND CORRALS, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 FQ0782'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0782'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1152 ***********************************************************************
 ES1152  DESIGNATION -  20 KSM
 ES1152  PID         -  ES1152
 ES1152  STATE/COUNTY-  AZ/NAVAJO
 ES1152  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1152
 ES1152                         *CURRENT SURVEY CONTROL
 ES1152  ___________________________________________________________________
 ES1152* NAD 83(1992)-  34 03 54.06961(N)    110 39 39.61924(W)     ADJUSTED  
 ES1152* NAVD 88     -      1835.39   (+/-2cm)    6021.6    (feet)  VERTCON   
 ES1152  ___________________________________________________________________
 ES1152  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 ES1152  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ES1152
 ES1152  HORZ ORDER  -  THIRD
 ES1152  VERT ORDER  -  THIRD ? (See Below)
 ES1152
 ES1152.The horizontal coordinates were established by classical geodetic methods
 ES1152.and adjusted by the National Geodetic Survey in August 1993..
 ES1152
 ES1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1152.The vertical order pertains to the NGVD 29 superseded value.
 ES1152
 ES1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1152
 ES1152.The geoid height was determined by GEOID03.
 ES1152
 ES1152;                    North         East     Units Scale Factor Converg.
 ES1152;SPC AZ E     -   339,975.528   167,729.803   MT  0.99992566   -0 16 36.8
 ES1152;SPC AZ E     - 1,115,405.28    550,294.63   iFT  0.99992566   -0 16 36.8
 ES1152;UTM  12      - 3,769,417.066   531,281.618   MT  0.99961206   +0 11 23.6
 ES1152
 ES1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1152!SPC AZ E     -   0.99971583  x   0.99992566  =   0.99964151
 ES1152!UTM  12      -   0.99971583  x   0.99961206  =   0.99932800
 ES1152
 ES1152:                Primary Azimuth Mark                     Grid Az
 ES1152:SPC AZ E     -  FORT 2                                   236 01 03.9
 ES1152:UTM  12      -  FORT 2                                   235 33 03.5
 ES1152
 ES1152|---------------------------------------------------------------------|
 ES1152| PID    Reference Object                     Distance      Geod. Az  |
 ES1152|                                                           dddmmss.s |
 ES1152| ES0956 FORT 2                              APPROX. 2.5 KM 2354427.1 |
 ES1152|---------------------------------------------------------------------|
 ES1152
 ES1152                          SUPERSEDED SURVEY CONTROL
 ES1152
 ES1152  NAD 83(1986)-  34 03 54.06414(N)    110 39 39.62328(W) AD(       ) 3
 ES1152  NGVD 29 (04/27/90) 1834.59   (m)         6019.0    (f) LEVELING    3  
 ES1152
 ES1152.Superseded values are not recommended for survey control.
 ES1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1152.See file dsdata.txt to determine how the superseded data were derived.
 ES1152
 ES1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3128269417(NAD 83)
 ES1152_MARKER: DB = BENCH MARK DISK
 ES1152_SETTING: 66 = SET IN ROCK OUTCROP
 ES1152_SP_SET: SET IN ROCK OUTCROP
 ES1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1152+STABILITY: POSITION/ELEVATION WELL
 ES1152
 ES1152  HISTORY     - Date     Condition        Report By
 ES1152  HISTORY     - 1960     MONUMENTED       USGS
 ES1152
 ES1152                          STATION DESCRIPTION
 ES1152
 ES1152'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1152'LOCATED NOT GIVEN.
 ES1152'
 ES1152'TO REACH FROM THREE-WAY TRAP, GO 0.7 MI NE. ALONG OAK CREEK RD.
 ES1152'TO TOP OF STEEP, ROCKY GRADE.  AT RIMROCK.  8 FT. NE. OF CENTER OF
 ES1152'RD.
 ES1152'
 ES1152'STATION MARK--STANDARD BM TABLET STAMPED---20 KSM 1946 6024---, SET
 ES1152'IN LARGE, FLAT, LIMESTONE OUTCROP.
 ES1152'
 ES1152'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0181 ***********************************************************************
 DA0181  DESIGNATION -  20 RS
 DA0181  PID         -  DA0181
 DA0181  STATE/COUNTY-  AZ/PINAL
 DA0181  USGS QUAD   -  KOHATK (1981)
 DA0181
 DA0181                         *CURRENT SURVEY CONTROL
 DA0181  ___________________________________________________________________
 DA0181* NAD 83(1986)-  32 30 23.     (N)    112 06 14.     (W)     SCALED    
 DA0181* NAVD 88     -       582.18   (+/-2cm)    1910.0    (feet)  VERTCON   
 DA0181  ___________________________________________________________________
 DA0181  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0181
 DA0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0181
 DA0181.The horizontal coordinates were scaled from a topographic map and have
 DA0181.an estimated accuracy of +/- 6 seconds.
 DA0181
 DA0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0181.The vertical order pertains to the NGVD 29 superseded value.
 DA0181
 DA0181.The geoid height was determined by GEOID03.
 DA0181
 DA0181;                    North         East    Units  Estimated Accuracy
 DA0181;SPC AZ C     -   167,030.      195,770.      MT  (+/- 180 meters Scaled)
 DA0181
 DA0181                          SUPERSEDED SURVEY CONTROL
 DA0181
 DA0181  NGVD 29 (??/??/92)  581.527  (m)         1907.89   (f) ADJ UNCH    2 0
 DA0181
 DA0181.Superseded values are not recommended for survey control.
 DA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0181.See file dsdata.txt to determine how the superseded data were derived.
 DA0181
 DA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA963971(NAD 83)
 DA0181_MARKER: DD = SURVEY DISK
 DA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0181_STAMPING: R.S.20 1908 1939
 DA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0181+STABILITY: SURFACE MOTION
 DA0181
 DA0181  HISTORY     - Date     Condition        Report By
 DA0181  HISTORY     - 1939     MONUMENTED       USGS
 DA0181  HISTORY     - 1952     GOOD             NGS
 DA0181
 DA0181                          STATION DESCRIPTION
 DA0181
 DA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0181'8.7 MI SW FROM QUAJOTE.
 DA0181'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0181'VILLAGE OF QUAJOTE, THENCE 6.1 MILES SOUTHWEST ALONG A GRADED ROAD 0.4
 DA0181'MILE SOUTHWEST OF A NORTHWEST-SOUTHEAST TRACK ROAD CROSSING, AT THE
 DA0181'PINAL-PIMA COUNTY LINE, 53 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA0181'ROAD, 6.4 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0181'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0181'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0947 ***********************************************************************
 DV0947  DESIGNATION -  2004
 DV0947  PID         -  DV0947
 DV0947  STATE/COUNTY-  AZ/MARICOPA
 DV0947  USGS QUAD   -  WICKENBURG (1978)
 DV0947
 DV0947                         *CURRENT SURVEY CONTROL
 DV0947  ___________________________________________________________________
 DV0947* NAD 83(1986)-  33 57 01.     (N)    112 42 49.     (W)     SCALED    
 DV0947* NAVD 88     -       611.344  (meters)    2005.72   (feet)  POSTED    
 DV0947  ___________________________________________________________________
 DV0947  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DV0947  DYNAMIC HT  -         610.600 (meters)    2003.28  (feet)  COMP
 DV0947  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 DV0947
 DV0947  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0947
 DV0947.The horizontal coordinates were scaled from a topographic map and have
 DV0947.an estimated accuracy of +/- 6 seconds.
 DV0947
 DV0947.The orthometric height was determined by differential leveling
 DV0947.and adjusted by the National Geodetic Survey in November 2005..
 DV0947.No vertical observational check was made to the station.
 DV0947.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0947.was located on a no-check spur therefore a value was not computed.
 DV0947
 DV0947.The geoid height was determined by GEOID03.
 DV0947
 DV0947.The dynamic height is computed by dividing the NAVD 88
 DV0947.geopotential number by the normal gravity value computed on the
 DV0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0947.degrees latitude (g = 980.6199 gals.).
 DV0947
 DV0947.The modeled gravity was interpolated from observed gravity values.
 DV0947
 DV0947;                    North         East    Units  Estimated Accuracy
 DV0947;SPC AZ C     -   327,430.      139,700.      MT  (+/- 180 meters Scaled)
 DV0947
 DV0947                          SUPERSEDED SURVEY CONTROL
 DV0947
 DV0947  NGVD 29 (??/??/92)  610.786  (m)         2003.89   (f) ADJ UNCH    2 0
 DV0947
 DV0947.Superseded values are not recommended for survey control.
 DV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0947.See file dsdata.txt to determine how the superseded data were derived.
 DV0947
 DV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416579(NAD 83)
 DV0947_MARKER: P = PIPE CAP
 DV0947_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0947_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0947_STAMPING: 2004 PHNX
 DV0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0947
 DV0947  HISTORY     - Date     Condition        Report By
 DV0947  HISTORY     - UNK      MONUMENTED       USGS
 DV0947  HISTORY     - 1939     GOOD             NGS
 DV0947
 DV0947                          STATION DESCRIPTION
 DV0947
 DV0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0947'1.7 MI SE FROM WICKENBURG.
 DV0947'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0947'FROM WICKENBURG, 2.1 MILES NORTHWEST OF THE SIDING AT ALLAH, 100 FEET
 DV0947'SOUTH OF CULVERT C 142, AND IN A FLAT AT THE NORTH BASE OF A SMALL
 DV0947'RIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2004
 DV0947'PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0592 ***********************************************************************
 CZ0592  DESIGNATION -  2005.1
 CZ0592  PID         -  CZ0592
 CZ0592  STATE/COUNTY-  AZ/PIMA
 CZ0592  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0592
 CZ0592                         *CURRENT SURVEY CONTROL
 CZ0592  ___________________________________________________________________
 CZ0592* NAD 83(1986)-  32 26 49.     (N)    111 22 44.     (W)     SCALED    
 CZ0592* NAVD 88     -       611.66   (+/-2cm)    2006.8    (feet)  VERTCON   
 CZ0592  ___________________________________________________________________
 CZ0592  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0592
 CZ0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0592
 CZ0592.The horizontal coordinates were scaled from a topographic map and have
 CZ0592.an estimated accuracy of +/- 6 seconds.
 CZ0592
 CZ0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0592.The vertical order pertains to the NGVD 29 superseded value.
 CZ0592
 CZ0592.The geoid height was determined by GEOID03.
 CZ0592
 CZ0592;                    North         East    Units  Estimated Accuracy
 CZ0592;SPC AZ C     -   160,550.      263,920.      MT  (+/- 180 meters Scaled)
 CZ0592
 CZ0592                          SUPERSEDED SURVEY CONTROL
 CZ0592
 CZ0592  NGVD 29 (??/??/92)  611.138  (m)         2005.04   (f) ADJ UNCH    2 0
 CZ0592
 CZ0592.Superseded values are not recommended for survey control.
 CZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0592.See file dsdata.txt to determine how the superseded data were derived.
 CZ0592
 CZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA643900(NAD 83)
 CZ0592_MARKER: Z = SEE DESCRIPTION
 CZ0592_SETTING: 0 = UNSPECIFIED SETTING
 CZ0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0592
 CZ0592  HISTORY     - Date     Condition        Report By
 CZ0592  HISTORY     - UNK      MONUMENTED       USGS
 CZ0592  HISTORY     - 1951     GOOD             NGS
 CZ0592
 CZ0592                          STATION DESCRIPTION
 CZ0592
 CZ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0592'16.7 MI SW FROM RILLITO.
 CZ0592'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0592'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0592'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 15.2
 CZ0592'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG SILVER BELL ROAD, IN
 CZ0592'THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE AND ABOUT 1 FOOT
 CZ0592'ABOVE THE GROUND, A METAL TAG STAMPED REF. MARK 2005.1 IS FASTENED TO
 CZ0592'THE TREE, 50.1 FEET SOUTH OF AND ACROSS THE ROAD FROM K 94 (USC AND
 CZ0592'GS), 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET HIGHER THAN
 CZ0592'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0504 ***********************************************************************
 CZ0504  DESIGNATION -  2011
 CZ0504  PID         -  CZ0504
 CZ0504  STATE/COUNTY-  AZ/PIMA
 CZ0504  USGS QUAD   -  MARANA (1992)
 CZ0504
 CZ0504                         *CURRENT SURVEY CONTROL
 CZ0504  ___________________________________________________________________
 CZ0504* NAD 83(1986)-  32 26 25.     (N)    111 11 03.     (W)     SCALED    
 CZ0504* NAVD 88     -       613.89   (+/-2cm)    2014.1    (feet)  VERTCON   
 CZ0504  ___________________________________________________________________
 CZ0504  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0504
 CZ0504  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0504
 CZ0504.The horizontal coordinates were scaled from a topographic map and have
 CZ0504.an estimated accuracy of +/- 6 seconds.
 CZ0504
 CZ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0504.The vertical order pertains to the NGVD 29 superseded value.
 CZ0504
 CZ0504.The geoid height was determined by GEOID03.
 CZ0504
 CZ0504;                    North         East    Units  Estimated Accuracy
 CZ0504;SPC AZ C     -   159,920.      282,240.      MT  (+/- 180 meters Scaled)
 CZ0504
 CZ0504                          SUPERSEDED SURVEY CONTROL
 CZ0504
 CZ0504  NGVD 29 (??/??/92)  613.30   (m)         2012.1    (f) COMPUTED    1 2
 CZ0504
 CZ0504.Superseded values are not recommended for survey control.
 CZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0504.See file dsdata.txt to determine how the superseded data were derived.
 CZ0504
 CZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA826892(NAD 83)
 CZ0504_MARKER: DD = SURVEY DISK
 CZ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0504_SP_SET: ABUTMENT
 CZ0504_STAMPING: 229 1/2
 CZ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0504
 CZ0504  HISTORY     - Date     Condition        Report By
 CZ0504  HISTORY     - UNK      MONUMENTED       USGS
 CZ0504  HISTORY     - 1951     GOOD             NGS
 CZ0504  HISTORY     - 1960     GOOD             NGS
 CZ0504  HISTORY     - 1980     SEE DESCRIPTION  NGS
 CZ0504
 CZ0504                          STATION DESCRIPTION
 CZ0504
 CZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0504'1.9 MI SE FROM MARANA.
 CZ0504'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0504'RAILROAD FROM THE POST OFFICE AT MARANA, 2 POLES SOUTHEAST OF MILEPOLE
 CZ0504'NUMBER 964, AT A RAILROAD BRIDGE NUMBER 964.06, AND IN THE TOP OF THE
 CZ0504'NORTHEAST END OF THE SOUTHEAST ABUTMENT, 5.7 FEET NORTHEAST OF THE
 CZ0504'NORTHEAST RAIL, 0.7 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 CZ0504'ABUTMENT, 0.4 FOOT SOUTHWEST OF A WOODEN RAILING, AND ABOUT 1 1/2 FEET
 CZ0504'LOWER THAN THE TRACK.
 CZ0504
 CZ0504                          STATION RECOVERY (1960)
 CZ0504
 CZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0504'RECOVERED IN GOOD CONDITION.
 CZ0504
 CZ0504                          STATION RECOVERY (1980)
 CZ0504
 CZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0504'THE BENCH MARK DISK HAS A HEAVY TIMBER AND WOODEN RAILING ON TOP OF
 CZ0504'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0057 ***********************************************************************
 CG0057  DESIGNATION -  2015+55
 CG0057  PID         -  CG0057
 CG0057  STATE/COUNTY-  AZ/COCHISE
 CG0057  USGS QUAD   -  MESCAL (1983)
 CG0057
 CG0057                         *CURRENT SURVEY CONTROL
 CG0057  ___________________________________________________________________
 CG0057* NAD 83(1986)-  31 57 46.     (N)    110 25 52.     (W)     SCALED    
 CG0057* NAVD 88     -      1281.08   (+/-2cm)    4203.0    (feet)  VERTCON   
 CG0057  ___________________________________________________________________
 CG0057  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0057
 CG0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0057
 CG0057.The horizontal coordinates were scaled from a topographic map and have
 CG0057.an estimated accuracy of +/- 6 seconds.
 CG0057
 CG0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0057.The vertical order pertains to the NGVD 29 superseded value.
 CG0057
 CG0057.The geoid height was determined by GEOID03.
 CG0057
 CG0057;                    North         East    Units  Estimated Accuracy
 CG0057;SPC AZ E     -   106,770.      188,360.      MT  (+/- 180 meters Scaled)
 CG0057
 CG0057                          SUPERSEDED SURVEY CONTROL
 CG0057
 CG0057  NGVD 29 (??/??/92) 1280.247  (m)         4200.28   (f) ADJ UNCH    2 0
 CG0057
 CG0057.Superseded values are not recommended for survey control.
 CG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0057.See file dsdata.txt to determine how the superseded data were derived.
 CG0057
 CG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA537364(NAD 83)
 CG0057_MARKER: DD = SURVEY DISK
 CG0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0057_SP_SET: CULVERT
 CG0057_STAMPING: 2015+55 4201.75 USC2 RM NO 3 1935
 CG0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0057
 CG0057  HISTORY     - Date     Condition        Report By
 CG0057  HISTORY     - 1935     MONUMENTED       AZHD
 CG0057  HISTORY     - 1960     GOOD             NGS
 CG0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0057
 CG0057                          STATION DESCRIPTION
 CG0057
 CG0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0057'8.65 MI W FROM BENSON.
 CG0057'8.65 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA ON U.S. HIGHWAY
 CG0057'80, 0.4 MILE EAST OF MILEPOST 284, 0.15 MILE EAST OF MESCAL OVERPASS,
 CG0057'20 FEET SOUTH OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF HIGHWAY, 1.5
 CG0057'FEET HIGHER THAN HIGHWAY, SET IN SOUTH HEADWALL.
 CG0057
 CG0057                          STATION RECOVERY (1979)
 CG0057
 CG0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0057'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW CULVERT HAS BEEN
 CG0057'CONSTRUCTED IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0710 ***********************************************************************
 DW0710  DESIGNATION -  202+00
 DW0710  PID         -  DW0710
 DW0710  STATE/COUNTY-  AZ/LA PAZ
 DW0710  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0710
 DW0710                         *CURRENT SURVEY CONTROL
 DW0710  ___________________________________________________________________
 DW0710* NAD 83(1986)-  33 36 53.     (N)    114 27 56.     (W)     SCALED    
 DW0710* NAVD 88     -       143.65   (+/-2cm)     471.3    (feet)  VERTCON   
 DW0710  ___________________________________________________________________
 DW0710  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW0710
 DW0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0710
 DW0710.The horizontal coordinates were scaled from a topographic map and have
 DW0710.an estimated accuracy of +/- 6 seconds.
 DW0710
 DW0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0710.The vertical order pertains to the NGVD 29 superseded value.
 DW0710
 DW0710.The geoid height was determined by GEOID03.
 DW0710
 DW0710;                    North         East    Units  Estimated Accuracy
 DW0710;SPC AZ W     -   290,160.      146,960.      MT  (+/- 180 meters Scaled)
 DW0710
 DW0710                          SUPERSEDED SURVEY CONTROL
 DW0710
 DW0710  NGVD 29 (??/??/??)  142.971  (m)          469.06   (f) ADJUSTED    2 0
 DW0710
 DW0710.Superseded values are not recommended for survey control.
 DW0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0710.See file dsdata.txt to determine how the superseded data were derived.
 DW0710
 DW0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT351223(NAD 83)
 DW0710_MARKER: DD = SURVEY DISK
 DW0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0710_STAMPING: 200 202+00 1949
 DW0710_MARK LOGO: AZHD  
 DW0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0710+STABILITY: SURFACE MOTION
 DW0710
 DW0710  HISTORY     - Date     Condition        Report By
 DW0710  HISTORY     - UNK      MONUMENTED       AZHD
 DW0710  HISTORY     - 1971     GOOD             USGS
 DW0710  HISTORY     - 1981     POOR             NGS
 DW0710
 DW0710                          STATION DESCRIPTION
 DW0710
 DW0710'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0710'4 MI E FROM EHRENBERG.
 DW0710'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0710'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER.  ABOUT
 DW0710'3.95 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW0710'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, 203 FT. SOUTH
 DW0710'OF THE CENTERLINE OF THE EASTBOUND LANES, IN LINE WITH A FENCE,
 DW0710'ABOUT 3 FT. ABOVE THE HIGHWAY, 2 FT. NORTHEAST OF A METAL
 DW0710'RIGHT-OF-WAY POST, 1.4 FT. NORTHWEST OF A METAL WITNESS POST, SET
 DW0710'IN A CONCRETE POST, A STANDARD ARIZONA HIGHWAY DEPARTMENT TABLET
 DW0710'STAMPED 200 202+00 1949.
 DW0710
 DW0710                          STATION RECOVERY (1981)
 DW0710
 DW0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0710'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0043 ***********************************************************************
 DA0043  DESIGNATION -  2027.4
 DA0043  PID         -  DA0043
 DA0043  STATE/COUNTY-  AZ/PINAL
 DA0043  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0043
 DA0043                         *CURRENT SURVEY CONTROL
 DA0043  ___________________________________________________________________
 DA0043* NAD 83(1986)-  32 39 31.     (N)    112 11 36.     (W)     SCALED    
 DA0043* NAVD 88     -       618.49   (+/-2cm)    2029.2    (feet)  VERTCON   
 DA0043  ___________________________________________________________________
 DA0043  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0043
 DA0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0043
 DA0043.The horizontal coordinates were scaled from a topographic map and have
 DA0043.an estimated accuracy of +/- 6 seconds.
 DA0043
 DA0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0043.The vertical order pertains to the NGVD 29 superseded value.
 DA0043
 DA0043.The geoid height was determined by GEOID03.
 DA0043
 DA0043;                    North         East    Units  Estimated Accuracy
 DA0043;SPC AZ C     -   183,930.      187,410.      MT  (+/- 180 meters Scaled)
 DA0043
 DA0043                          SUPERSEDED SURVEY CONTROL
 DA0043
 DA0043  NGVD 29 (??/??/92)  617.819  (m)         2026.96   (f) ADJ UNCH    2 0
 DA0043
 DA0043.Superseded values are not recommended for survey control.
 DA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0043.See file dsdata.txt to determine how the superseded data were derived.
 DA0043
 DA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880140(NAD 83)
 DA0043_MARKER: B = BOLT
 DA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0043+STABILITY: SURFACE MOTION
 DA0043
 DA0043  HISTORY     - Date     Condition        Report By
 DA0043  HISTORY     - UNK      MONUMENTED       USGS
 DA0043  HISTORY     - 1952     GOOD             NGS
 DA0043
 DA0043                          STATION DESCRIPTION
 DA0043
 DA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0043'6.4 MI NW FROM BITTER WELL.
 DA0043'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0043'3.2 MILES NORTHWEST ALONG A TRACK ROAD, ON A WATER SOAKED FLAT COVERED
 DA0043'WITH MESQUITE, ABOUT 95 YARDS NORTHEAST OF A LARGE WASH, 18 1/2 FEET
 DA0043'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHEAST OF A
 DA0043'WITNESS POST, AND AN IRON BOLT IN THE TOP OF A CONCRETE POST
 DA0043'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0248 ***********************************************************************
 DB0248  DESIGNATION -  203.04
 DB0248  PID         -  DB0248
 DB0248  STATE/COUNTY-  AZ/YUMA
 DB0248  USGS QUAD   -  YUMA EAST (1994)
 DB0248
 DB0248                         *CURRENT SURVEY CONTROL
 DB0248  ___________________________________________________________________
 DB0248* NAD 83(1986)-  32 39 18.     (N)    114 35 44.     (W)     SCALED    
 DB0248* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 DB0248  ___________________________________________________________________
 DB0248  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB0248
 DB0248  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0248
 DB0248.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0248
 DB0248.The horizontal coordinates were scaled from a topographic map and have
 DB0248.an estimated accuracy of +/- 6 seconds.
 DB0248
 DB0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0248.The vertical order pertains to the NGVD 29 superseded value.
 DB0248
 DB0248.The geoid height was determined by GEOID03.
 DB0248
 DB0248;                    North         East    Units  Estimated Accuracy
 DB0248;SPC AZ W     -   183,820.      134,040.      MT  (+/- 180 meters Scaled)
 DB0248
 DB0248                          SUPERSEDED SURVEY CONTROL
 DB0248
 DB0248  NGVD 29 (??/??/??)   61.912  (m)          203.12   (f) ADJUSTED    1 2
 DB0248
 DB0248.Superseded values are not recommended for survey control.
 DB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0248.See file dsdata.txt to determine how the superseded data were derived.
 DB0248
 DB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS255155(NAD 83)
 DB0248_MARKER: B = BOLT
 DB0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0248_SP_SET: CONCRETE PLANE ANCHORAGE
 DB0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0248
 DB0248  HISTORY     - Date     Condition        Report By
 DB0248  HISTORY     - UNK      MONUMENTED       USE
 DB0248  HISTORY     - 1945     GOOD             NGS
 DB0248  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB0248
 DB0248                          STATION DESCRIPTION
 DB0248
 DB0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0248'AT YUMA.
 DB0248'AT YUMA COUNTY AIRPORT, AT THE EXTREME SOUTH CORNER OF THE
 DB0248'CONCRETE PLANE ANCHORAGE.  AN IRON BOLT SET IN LEAD.
 DB0248
 DB0248                          STATION RECOVERY (1996)
 DB0248
 DB0248'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0248'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB0248'PERSON-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0065 ***********************************************************************
 FS0065  DESIGNATION -  2043.88
 FS0065  PID         -  FS0065
 FS0065  STATE/COUNTY-  AZ/MOHAVE
 FS0065  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0065
 FS0065                         *CURRENT SURVEY CONTROL
 FS0065  ___________________________________________________________________
 FS0065* NAD 83(1986)-  35 57 52.     (N)    114 40 10.     (W)     SCALED    
 FS0065* NAVD 88     -       622.964  (meters)    2043.84   (feet)  POSTED    
 FS0065  ___________________________________________________________________
 FS0065  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0065  DYNAMIC HT  -         622.330 (meters)    2041.76  (feet)  COMP
 FS0065  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 FS0065
 FS0065  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0065
 FS0065.The horizontal coordinates were scaled from a topographic map and have
 FS0065.an estimated accuracy of +/- 6 seconds.
 FS0065
 FS0065.The orthometric height was determined by differential leveling
 FS0065.and adjusted by the National Geodetic Survey in 1992..
 FS0065.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0065.rate of 4.1 thru 8.0 mm/km.
 FS0065
 FS0065.The geoid height was determined by GEOID03.
 FS0065
 FS0065.The dynamic height is computed by dividing the NAVD 88
 FS0065.geopotential number by the normal gravity value computed on the
 FS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0065.degrees latitude (g = 980.6199 gals.).
 FS0065
 FS0065.The modeled gravity was interpolated from observed gravity values.
 FS0065
 FS0065;                    North         East    Units  Estimated Accuracy
 FS0065;SPC AZ W     -   550,980.      130,430.      MT  (+/- 180 meters Scaled)
 FS0065
 FS0065                          SUPERSEDED SURVEY CONTROL
 FS0065
 FS0065  NGVD 29 (??/??/92)  622.262  (m)         2041.54   (f) ADJ UNCH    1 1
 FS0065
 FS0065.Superseded values are not recommended for survey control.
 FS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0065.See file dsdata.txt to determine how the superseded data were derived.
 FS0065
 FS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV101825(NAD 83)
 FS0065_MARKER: P = PIPE CAP
 FS0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0065_STAMPING: 2803+00 2043.88 1935
 FS0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0065
 FS0065  HISTORY     - Date     Condition        Report By
 FS0065  HISTORY     - 1935     MONUMENTED       BPR
 FS0065  HISTORY     - 1950     GOOD             NGS
 FS0065  HISTORY     - 1963     GOOD             NGS
 FS0065  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0065
 FS0065                          STATION DESCRIPTION
 FS0065
 FS0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0065'6.4 MI SE FROM HOOVER DAM.
 FS0065'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0065'(ARIZONA) END OF HOOVER DAM, 0.4 MILE EAST OF MILEPOST 6, 104
 FS0065'FEET SOUTHEAST OF THE EAST END OF A GUARD RAIL, 50.0 FEET SOUTH
 FS0065'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 FS0065'APPROXIMATE CENTER OF A SMALL WASH, 1.0 FOOT NORTH OF A HIGHWAY
 FS0065'SIGN READING F.A.P. 2 - B, ABOUT LEVEL WITH THE HIGHWAY, AND
 FS0065'SCREWED ON THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING
 FS0065'0.4 FOOT ABOVE THE GROUND.
 FS0065
 FS0065                          STATION RECOVERY (1963)
 FS0065
 FS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0065'RECOVERED IN GOOD CONDITION.
 FS0065
 FS0065                          STATION RECOVERY (1981)
 FS0065
 FS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0058 ***********************************************************************
 CG0058  DESIGNATION -  2047 69
 CG0058  PID         -  CG0058
 CG0058  STATE/COUNTY-  AZ/COCHISE
 CG0058  USGS QUAD   -  MESCAL (1983)
 CG0058
 CG0058                         *CURRENT SURVEY CONTROL
 CG0058  ___________________________________________________________________
 CG0058* NAD 83(1986)-  31 57 46.     (N)    110 25 14.     (W)     SCALED    
 CG0058* NAVD 88     -      1280.36   (+/-2cm)    4200.6    (feet)  VERTCON   
 CG0058  ___________________________________________________________________
 CG0058  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0058
 CG0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0058
 CG0058.The horizontal coordinates were scaled from a topographic map and have
 CG0058.an estimated accuracy of +/- 6 seconds.
 CG0058
 CG0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0058.The vertical order pertains to the NGVD 29 superseded value.
 CG0058
 CG0058.The geoid height was determined by GEOID03.
 CG0058
 CG0058;                    North         East    Units  Estimated Accuracy
 CG0058;SPC AZ E     -   106,770.      189,360.      MT  (+/- 180 meters Scaled)
 CG0058
 CG0058                          SUPERSEDED SURVEY CONTROL
 CG0058
 CG0058  NGVD 29 (??/??/92) 1279.527  (m)         4197.91   (f) ADJ UNCH    2 0
 CG0058
 CG0058.Superseded values are not recommended for survey control.
 CG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0058.See file dsdata.txt to determine how the superseded data were derived.
 CG0058
 CG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA547364(NAD 83)
 CG0058_MARKER: DD = SURVEY DISK
 CG0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0058_SP_SET: CULVERT
 CG0058_STAMPING: 2047-69 4199-25 1958
 CG0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0058
 CG0058  HISTORY     - Date     Condition        Report By
 CG0058  HISTORY     - 1958     MONUMENTED       AZHD
 CG0058  HISTORY     - 1960     GOOD             NGS
 CG0058  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0058
 CG0058                          STATION DESCRIPTION
 CG0058
 CG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0058'8.05 MI W FROM BENSON.
 CG0058'8.05 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0058'80, 0.8 MILE EAST OF MESCAL OVERPASS, 140 FEET EAST OF MILEPOST 284, 1
 CG0058'FOOT HIGHER THAN HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0058
 CG0058                          STATION RECOVERY (1979)
 CG0058
 CG0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0058'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW CULVERT HAS BEEN
 CG0058'CONSTRUCTED IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0064 ***********************************************************************
 FS0064  DESIGNATION -  2047.41
 FS0064  PID         -  FS0064
 FS0064  STATE/COUNTY-  AZ/MOHAVE
 FS0064  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0064
 FS0064                         *CURRENT SURVEY CONTROL
 FS0064  ___________________________________________________________________
 FS0064* NAD 83(1986)-  35 57 52.     (N)    114 40 09.     (W)     SCALED    
 FS0064* NAVD 88     -       624.040  (meters)    2047.37   (feet)  ADJUSTED  
 FS0064  ___________________________________________________________________
 FS0064  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0064  DYNAMIC HT  -         623.405 (meters)    2045.29  (feet)  COMP
 FS0064  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FS0064
 FS0064  VERT ORDER  -  FIRST     CLASS I
 FS0064
 FS0064.The horizontal coordinates were scaled from a topographic map and have
 FS0064.an estimated accuracy of +/- 6 seconds.
 FS0064
 FS0064.The orthometric height was determined by differential leveling
 FS0064.and adjusted by the National Geodetic Survey in June 1991..
 FS0064
 FS0064.The geoid height was determined by GEOID03.
 FS0064
 FS0064.The dynamic height is computed by dividing the NAVD 88
 FS0064.geopotential number by the normal gravity value computed on the
 FS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0064.degrees latitude (g = 980.6199 gals.).
 FS0064
 FS0064.The modeled gravity was interpolated from observed gravity values.
 FS0064
 FS0064;                    North         East    Units  Estimated Accuracy
 FS0064;SPC AZ W     -   550,980.      130,450.      MT  (+/- 180 meters Scaled)
 FS0064
 FS0064                          SUPERSEDED SURVEY CONTROL
 FS0064
 FS0064  NGVD 29 (??/??/92)  623.338  (m)         2045.07   (f) ADJ UNCH    1 1
 FS0064
 FS0064.Superseded values are not recommended for survey control.
 FS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0064.See file dsdata.txt to determine how the superseded data were derived.
 FS0064
 FS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV101825(NAD 83)
 FS0064_MARKER: P = PIPE CAP
 FS0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0064_STAMPING: 2803-00 2047.41 1935
 FS0064_MARK LOGO: BPR   
 FS0064_PROJECTION: PROJECTING 13 CENTIMETERS
 FS0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0064
 FS0064  HISTORY     - Date     Condition        Report By
 FS0064  HISTORY     - 1935     MONUMENTED       BPR
 FS0064  HISTORY     - 1950     GOOD             NGS
 FS0064  HISTORY     - 1963     GOOD             NGS
 FS0064  HISTORY     - 1981     GOOD             NGS
 FS0064
 FS0064                          STATION DESCRIPTION
 FS0064
 FS0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0064'6.4 MI SE FROM HOOVER DAM.
 FS0064'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0064'(ARIZONA) END OF HOOVER DAM, 0.4 MILE EAST OF MILEPOST 6, 102
 FS0064'FEET NORTHEAST OF THE EAST END OF A GUARD RAIL, 50.0 FEET NORTH
 FS0064'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE
 FS0064'HIGHWAY, AND SCREWED ON TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE
 FS0064'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0064
 FS0064                          STATION RECOVERY (1963)
 FS0064
 FS0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0064'RECOVERED IN GOOD CONDITION.
 FS0064
 FS0064                          STATION RECOVERY (1981)
 FS0064
 FS0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0064'10.0 KM (6.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0064'OF HOOVER DAM, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 6, 45.7 METERS
 FS0064'(150 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45
 FS0064'FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 112 METERS (368
 FS0064'FT) EAST-SOUTHEAST OF A BOX CULVERT.
 FS0064'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0064'THE MARK IS 3.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0424 ***********************************************************************
 FS0424  DESIGNATION -  2051
 FS0424  PID         -  FS0424
 FS0424  STATE/COUNTY-  AZ/MOHAVE
 FS0424  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0424
 FS0424                         *CURRENT SURVEY CONTROL
 FS0424  ___________________________________________________________________
 FS0424* NAD 83(1986)-  35 56 03.     (N)    114 09 54.     (W)     SCALED    
 FS0424* NAVD 88     -       626.101  (meters)    2054.13   (feet)  POSTED    
 FS0424  ___________________________________________________________________
 FS0424  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0424  DYNAMIC HT  -         625.440 (meters)    2051.96  (feet)  COMP
 FS0424  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 FS0424
 FS0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0424
 FS0424.The horizontal coordinates were scaled from a topographic map and have
 FS0424.an estimated accuracy of +/- 6 seconds.
 FS0424
 FS0424.The orthometric height was determined by differential leveling
 FS0424.and adjusted by the National Geodetic Survey in 1992..
 FS0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0424.rate of 0.0 thru 1.0 mm/km.
 FS0424
 FS0424.The geoid height was determined by GEOID03.
 FS0424
 FS0424.The dynamic height is computed by dividing the NAVD 88
 FS0424.geopotential number by the normal gravity value computed on the
 FS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0424.degrees latitude (g = 980.6199 gals.).
 FS0424
 FS0424.The modeled gravity was interpolated from observed gravity values.
 FS0424
 FS0424;                    North         East    Units  Estimated Accuracy
 FS0424;SPC AZ W     -   547,310.      175,910.      MT  (+/- 180 meters Scaled)
 FS0424
 FS0424                          SUPERSEDED SURVEY CONTROL
 FS0424
 FS0424  NGVD 29 (??/??/92)  625.428  (m)         2051.93   (f) ADJ UNCH    1 1
 FS0424
 FS0424.Superseded values are not recommended for survey control.
 FS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0424.See file dsdata.txt to determine how the superseded data were derived.
 FS0424
 FS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV557803(NAD 83)
 FS0424_MARKER: DD = SURVEY DISK
 FS0424_SETTING: 80 = SET IN A BOULDER
 FS0424_SP_SET: BOULDER
 FS0424_STAMPING: 2054 2051 B 1920 26
 FS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0424+STABILITY: SURFACE MOTION
 FS0424
 FS0424  HISTORY     - Date     Condition        Report By
 FS0424  HISTORY     - 1920     MONUMENTED       USGS
 FS0424  HISTORY     - 1950     GOOD             NGS
 FS0424  HISTORY     - 19870220 GOOD             USPSQD
 FS0424
 FS0424                          STATION DESCRIPTION
 FS0424
 FS0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0424'6.9 MI S FROM MOUTH OF HUALPAI WASH.
 FS0424'6.9 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0424'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE EAST EDGE OF HUALPAI
 FS0424'WASH, IN THE TOP OF AN OUTCROP, 49 FEET EAST OF THE CENTER LINE
 FS0424'OF THE ROAD, 44 FEET NORTH OF THE NORTH EDGE OF A 10-FOOT-HIGH
 FS0424'SLOPING BOULDER, 1 1/2 FEET SOUTH OF A CAIRN, AND ABOUT 8 FEET
 FS0424'HIGHER THAN THE ROAD.
 FS0424
 FS0424                          STATION RECOVERY (1987)
 FS0424
 FS0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0526 ***********************************************************************
 CZ0526  DESIGNATION -  205+51.2
 CZ0526  PID         -  CZ0526
 CZ0526  STATE/COUNTY-  AZ/PIMA
 CZ0526  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0526
 CZ0526                         *CURRENT SURVEY CONTROL
 CZ0526  ___________________________________________________________________
 CZ0526* NAD 83(1986)-  32 22 51.     (N)    111 06 37.     (W)     SCALED    
 CZ0526* NAVD 88     -       644.297  (meters)    2113.83   (feet)  ADJUSTED  
 CZ0526  ___________________________________________________________________
 CZ0526  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0526  DYNAMIC HT  -         643.436 (meters)    2111.01  (feet)  COMP
 CZ0526  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CZ0526
 CZ0526  VERT ORDER  -  FIRST     CLASS II
 CZ0526
 CZ0526.The horizontal coordinates were scaled from a topographic map and have
 CZ0526.an estimated accuracy of +/- 6 seconds.
 CZ0526
 CZ0526.The orthometric height was determined by differential leveling
 CZ0526.and adjusted by the National Geodetic Survey in June 1991..
 CZ0526
 CZ0526.The geoid height was determined by GEOID03.
 CZ0526
 CZ0526.The dynamic height is computed by dividing the NAVD 88
 CZ0526.geopotential number by the normal gravity value computed on the
 CZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0526.degrees latitude (g = 980.6199 gals.).
 CZ0526
 CZ0526.The modeled gravity was interpolated from observed gravity values.
 CZ0526
 CZ0526;                    North         East    Units  Estimated Accuracy
 CZ0526;SPC AZ C     -   153,380.      289,240.      MT  (+/- 180 meters Scaled)
 CZ0526
 CZ0526                          SUPERSEDED SURVEY CONTROL
 CZ0526
 CZ0526  NGVD 29 (??/??/92)  643.645  (m)         2111.69   (f) ADJ UNCH    1 2
 CZ0526
 CZ0526.Superseded values are not recommended for survey control.
 CZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0526.See file dsdata.txt to determine how the superseded data were derived.
 CZ0526
 CZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA896826(NAD 83)
 CZ0526_MARKER: DD = SURVEY DISK
 CZ0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0526_SP_SET: CULVERT
 CZ0526_STAMPING: 2112.08 1930 205+51.2
 CZ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0526
 CZ0526  HISTORY     - Date     Condition        Report By
 CZ0526  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0526  HISTORY     - 1951     GOOD             NGS
 CZ0526  HISTORY     - 1960     GOOD             NGS
 CZ0526  HISTORY     - 1980     GOOD             NGS
 CZ0526  HISTORY     - 19970309 GOOD             USPSQD
 CZ0526
 CZ0526                          STATION DESCRIPTION
 CZ0526
 CZ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0526'2.2 MI NW FROM CORTARO.
 CZ0526'2.3 MILES NORTHWEST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0526'PACIFIC RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO,
 CZ0526'0.1 MILE SOUTHEAST OF THE RAILROAD STATION SIGN AT SABINO, AT RAILROAD
 CZ0526'MILEAGE 970.05, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0526'HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY CULVERT, 70.8 FEET WEST
 CZ0526'OF TELEGRAPH POLE H 7, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0526'CENTERLINE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0526
 CZ0526                          STATION RECOVERY (1960)
 CZ0526
 CZ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0526'RECOVERED IN GOOD CONDITION.
 CZ0526
 CZ0526                          STATION RECOVERY (1980)
 CZ0526
 CZ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0526'22.5 KILOMETERS (14 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0526'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.35 MILE)
 CZ0526'NORTHWEST OF THE JUNCTION OF EL CAMINO DE MANANA ROAD, AT RAILROAD
 CZ0526'MILEAGE 970.05, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL FOR
 CZ0526'A DOUBLE BOX CULVERT UNDER THE FRONTAGE ROAD, 37.5 METERS (123 FEET)
 CZ0526'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS
 CZ0526'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0526'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0526
 CZ0526                          STATION RECOVERY (1997)
 CZ0526
 CZ0526'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0287 ***********************************************************************
 DU0287  DESIGNATION -  2056
 DU0287  PID         -  DU0287
 DU0287  STATE/COUNTY-  AZ/GILA
 DU0287  USGS QUAD   -  CHRISTMAS (1979)
 DU0287
 DU0287                         *CURRENT SURVEY CONTROL
 DU0287  ___________________________________________________________________
 DU0287* NAD 83(1986)-  33 05 09.     (N)    110 42 46.     (W)     SCALED    
 DU0287* NAVD 88     -       627.13   (+/-2cm)    2057.5    (feet)  VERTCON   
 DU0287  ___________________________________________________________________
 DU0287  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU0287
 DU0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0287
 DU0287.The horizontal coordinates were scaled from a topographic map and have
 DU0287.an estimated accuracy of +/- 6 seconds.
 DU0287
 DU0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0287.The vertical order pertains to the NGVD 29 superseded value.
 DU0287
 DU0287.The geoid height was determined by GEOID03.
 DU0287
 DU0287;                    North         East    Units  Estimated Accuracy
 DU0287;SPC AZ E     -   231,400.      162,380.      MT  (+/- 180 meters Scaled)
 DU0287
 DU0287                          SUPERSEDED SURVEY CONTROL
 DU0287
 DU0287  NGVD 29 (??/??/92)  626.536  (m)         2055.56   (f) ADJ UNCH    2 0
 DU0287
 DU0287.Superseded values are not recommended for survey control.
 DU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0287.See file dsdata.txt to determine how the superseded data were derived.
 DU0287
 DU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB268608(NAD 83)
 DU0287_MARKER: DD = SURVEY DISK
 DU0287_SETTING: 80 = SET IN A BOULDER
 DU0287_SP_SET: BOULDER
 DU0287_STAMPING: 2056
 DU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0287+STABILITY: SURFACE MOTION
 DU0287
 DU0287  HISTORY     - Date     Condition        Report By
 DU0287  HISTORY     - UNK      MONUMENTED       USGS
 DU0287  HISTORY     - 1933     GOOD             NGS
 DU0287
 DU0287                          STATION DESCRIPTION
 DU0287
 DU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0287'10.8 MI N FROM WINKELMAN.
 DU0287'10.8 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, THENCE 0.3
 DU0287'MILE SOUTHEAST ALONG A ROAD LEADING TO A RANCH HOUSE ACROSS DRIPPING
 DU0287'SPRINGS WASH, AND THENCE WEST ACROSS THE WASH ALONG AN OLD WAGON ROAD.
 DU0287'35 YARDS WEST OF THE WEST EDGE OF THE WASH, 40 FEET SOUTH OF THE
 DU0287'CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER, ABOUT 1-1/2 FEET
 DU0287'ABOVE THE GROUND, AND ABOUT 25 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0040 ***********************************************************************
 DA0040  DESIGNATION -  2058.2
 DA0040  PID         -  DA0040
 DA0040  STATE/COUNTY-  AZ/PINAL
 DA0040  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0040
 DA0040                         *CURRENT SURVEY CONTROL
 DA0040  ___________________________________________________________________
 DA0040* NAD 83(1986)-  32 38 00.     (N)    112 10 10.     (W)     SCALED    
 DA0040* NAVD 88     -       627.95   (+/-2cm)    2060.2    (feet)  VERTCON   
 DA0040  ___________________________________________________________________
 DA0040  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0040
 DA0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0040
 DA0040.The horizontal coordinates were scaled from a topographic map and have
 DA0040.an estimated accuracy of +/- 6 seconds.
 DA0040
 DA0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0040.The vertical order pertains to the NGVD 29 superseded value.
 DA0040
 DA0040.The geoid height was determined by GEOID03.
 DA0040
 DA0040;                    North         East    Units  Estimated Accuracy
 DA0040;SPC AZ C     -   181,120.      189,640.      MT  (+/- 180 meters Scaled)
 DA0040
 DA0040                          SUPERSEDED SURVEY CONTROL
 DA0040
 DA0040  NGVD 29 (??/??/92)  627.271  (m)         2057.97   (f) ADJ UNCH    2 0
 DA0040
 DA0040.Superseded values are not recommended for survey control.
 DA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0040.See file dsdata.txt to determine how the superseded data were derived.
 DA0040
 DA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB903112(NAD 83)
 DA0040_MARKER: B = BOLT
 DA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0040+STABILITY: SURFACE MOTION
 DA0040
 DA0040  HISTORY     - Date     Condition        Report By
 DA0040  HISTORY     - UNK      MONUMENTED       USGS
 DA0040  HISTORY     - 1952     GOOD             NGS
 DA0040
 DA0040                          STATION DESCRIPTION
 DA0040
 DA0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0040'4.1 MI W FROM BITTER WELL.
 DA0040'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0040'0.9 MILE NORTHWEST ALONG A TRACK ROAD ON A MESQUITE COVERED FLAT, 51
 DA0040'FEET SOUTHWEST AND ACROSS THE ROAD FROM A SMALL NORTHWEST - SOUTHEAST
 DA0040'WASH, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND AN
 DA0040'IRON BOLT IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0040'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1152 ***********************************************************************
 DA1152  DESIGNATION -  2068+21
 DA1152  PID         -  DA1152
 DA1152  STATE/COUNTY-  AZ/YUMA
 DA1152  USGS QUAD   -  TEXAS HILL (1982)
 DA1152
 DA1152                         *CURRENT SURVEY CONTROL
 DA1152  ___________________________________________________________________
 DA1152* NAD 83(1986)-  32 45 00.     (N)    113 39 44.     (W)     SCALED    
 DA1152* NAVD 88     -       110.34   (+/-2cm)     362.0    (feet)  VERTCON   
 DA1152  ___________________________________________________________________
 DA1152  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1152
 DA1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1152
 DA1152.The horizontal coordinates were scaled from a topographic map and have
 DA1152.an estimated accuracy of +/- 6 seconds.
 DA1152
 DA1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1152.The vertical order pertains to the NGVD 29 superseded value.
 DA1152
 DA1152.The geoid height was determined by GEOID03.
 DA1152
 DA1152;                    North         East    Units  Estimated Accuracy
 DA1152;SPC AZ W     -   194,040.      221,590.      MT  (+/- 180 meters Scaled)
 DA1152
 DA1152                          SUPERSEDED SURVEY CONTROL
 DA1152
 DA1152  NGVD 29 (??/??/92)  109.727  (m)          360.00   (f) ADJ UNCH    2 0
 DA1152
 DA1152.Superseded values are not recommended for survey control.
 DA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1152.See file dsdata.txt to determine how the superseded data were derived.
 DA1152
 DA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB505267(NAD 83)
 DA1152_MARKER: DD = SURVEY DISK
 DA1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1152_SP_SET: BRIDGE
 DA1152_STAMPING: 2068 + 21 359.98 1955
 DA1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1152
 DA1152  HISTORY     - Date     Condition        Report By
 DA1152  HISTORY     - 1955     MONUMENTED       AZHD
 DA1152  HISTORY     - 1960     GOOD             NGS
 DA1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1152
 DA1152                          STATION DESCRIPTION
 DA1152
 DA1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1152'5.3 MI E FROM MOHAWK.
 DA1152'5.3 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK, 20 FEET SOUTH OF THE
 DA1152'CENTERLINE OF THE HIGHWAY, SET IN THE CENTER OF THE SOUTH HEADWALL OF
 DA1152'A CONCRETE BRIDGE.
 DA1152
 DA1152                          STATION RECOVERY (1981)
 DA1152
 DA1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1152'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1152'MARK BELIEVED DESTROYED.
 DA1152
 DA1152                          STATION RECOVERY (1981)
 DA1152
 DA1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1152'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1152'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0594 ***********************************************************************
 CZ0594  DESIGNATION -  2086.2
 CZ0594  PID         -  CZ0594
 CZ0594  STATE/COUNTY-  AZ/PIMA
 CZ0594  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0594
 CZ0594                         *CURRENT SURVEY CONTROL
 CZ0594  ___________________________________________________________________
 CZ0594* NAD 83(1986)-  32 26 36.     (N)    111 24 10.     (W)     SCALED    
 CZ0594* NAVD 88     -       636.38   (+/-2cm)    2087.9    (feet)  VERTCON   
 CZ0594  ___________________________________________________________________
 CZ0594  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0594
 CZ0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0594
 CZ0594.The horizontal coordinates were scaled from a topographic map and have
 CZ0594.an estimated accuracy of +/- 6 seconds.
 CZ0594
 CZ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0594.The vertical order pertains to the NGVD 29 superseded value.
 CZ0594
 CZ0594.The geoid height was determined by GEOID03.
 CZ0594
 CZ0594;                    North         East    Units  Estimated Accuracy
 CZ0594;SPC AZ C     -   160,140.      261,680.      MT  (+/- 180 meters Scaled)
 CZ0594
 CZ0594                          SUPERSEDED SURVEY CONTROL
 CZ0594
 CZ0594  NGVD 29 (??/??/92)  635.848  (m)         2086.11   (f) ADJ UNCH    2 0
 CZ0594
 CZ0594.Superseded values are not recommended for survey control.
 CZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0594.See file dsdata.txt to determine how the superseded data were derived.
 CZ0594
 CZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA621896(NAD 83)
 CZ0594_MARKER: Z = SEE DESCRIPTION
 CZ0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0594_SP_SET: TREE
 CZ0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0594
 CZ0594  HISTORY     - Date     Condition        Report By
 CZ0594  HISTORY     - UNK      MONUMENTED       USGS
 CZ0594  HISTORY     - 1951     GOOD             NGS
 CZ0594
 CZ0594                          STATION DESCRIPTION
 CZ0594
 CZ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0594'18.1 MI W FROM RILLITO.
 CZ0594'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0594'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0594'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.6
 CZ0594'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG SILVER BELL ROAD, AND
 CZ0594'SET IN THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE AND ABOUT 1
 CZ0594'FOOT ABOVE THE GROUND, A METAL TAG STAMPED 2086.2 IS FASTNED TO THE
 CZ0594'TREE, 115 FEET SOUTHEAST OF THE CENTER OF A Y JUNCTION OF A DIRT ROAD
 CZ0594'LEADING SOUTHWEST, 60 FEET SOUTH OF THE CENTER LINE OF SILVER BELL
 CZ0594'ROAD, 23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, AND
 CZ0594'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1153 ***********************************************************************
 DA1153  DESIGNATION -  2090+91
 DA1153  PID         -  DA1153
 DA1153  STATE/COUNTY-  AZ/YUMA
 DA1153  USGS QUAD   -  TEXAS HILL (1982)
 DA1153
 DA1153                         *CURRENT SURVEY CONTROL
 DA1153  ___________________________________________________________________
 DA1153* NAD 83(1986)-  32 45 08.     (N)    113 39 19.     (W)     SCALED    
 DA1153* NAVD 88     -       110.36   (+/-2cm)     362.1    (feet)  VERTCON   
 DA1153  ___________________________________________________________________
 DA1153  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1153
 DA1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1153
 DA1153.The horizontal coordinates were scaled from a topographic map and have
 DA1153.an estimated accuracy of +/- 6 seconds.
 DA1153
 DA1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1153.The vertical order pertains to the NGVD 29 superseded value.
 DA1153
 DA1153.The geoid height was determined by GEOID03.
 DA1153
 DA1153;                    North         East    Units  Estimated Accuracy
 DA1153;SPC AZ W     -   194,290.      222,240.      MT  (+/- 180 meters Scaled)
 DA1153
 DA1153                          SUPERSEDED SURVEY CONTROL
 DA1153
 DA1153  NGVD 29 (??/??/92)  109.745  (m)          360.06   (f) ADJ UNCH    2 0
 DA1153
 DA1153.Superseded values are not recommended for survey control.
 DA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1153.See file dsdata.txt to determine how the superseded data were derived.
 DA1153
 DA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB512269(NAD 83)
 DA1153_MARKER: DD = SURVEY DISK
 DA1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1153_SP_SET: BRIDGE
 DA1153_STAMPING: 2090 + 91 360.09 1955
 DA1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1153
 DA1153  HISTORY     - Date     Condition        Report By
 DA1153  HISTORY     - 1958     MONUMENTED       AZHD
 DA1153  HISTORY     - 1960     GOOD             NGS
 DA1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1153
 DA1153                          STATION DESCRIPTION
 DA1153
 DA1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1153'6.2 MI E FROM MOHAWK.
 DA1153'6.2 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE TO A CONCRETE
 DA1153'BRIDGE, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A DRILL
 DA1153'HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE.
 DA1153
 DA1153                          STATION RECOVERY (1981)
 DA1153
 DA1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1153'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1153'MARK BELIEVED DESTROYED.
 DA1153
 DA1153                          STATION RECOVERY (1981)
 DA1153
 DA1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1153'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1153'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0025 ***********************************************************************
 CZ0025  DESIGNATION -  21+
 CZ0025  PID         -  CZ0025
 CZ0025  STATE/COUNTY-  AZ/COCHISE
 CZ0025  USGS QUAD   -  DRAGOON (1995)
 CZ0025
 CZ0025                         *CURRENT SURVEY CONTROL
 CZ0025  ___________________________________________________________________
 CZ0025* NAD 83(1986)-  32 04 53.     (N)    110 03 05.     (W)     SCALED    
 CZ0025* NAVD 88     -      1482.753  (meters)    4864.67   (feet)  ADJUSTED  
 CZ0025  ___________________________________________________________________
 CZ0025  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ0025  DYNAMIC HT  -        1480.475 (meters)    4857.19  (feet)  COMP
 CZ0025  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 CZ0025
 CZ0025  VERT ORDER  -  FIRST     CLASS II
 CZ0025
 CZ0025.The horizontal coordinates were scaled from a topographic map and have
 CZ0025.an estimated accuracy of +/- 6 seconds.
 CZ0025
 CZ0025.The orthometric height was determined by differential leveling
 CZ0025.and adjusted by the National Geodetic Survey in June 1991..
 CZ0025
 CZ0025.The geoid height was determined by GEOID03.
 CZ0025
 CZ0025.The dynamic height is computed by dividing the NAVD 88
 CZ0025.geopotential number by the normal gravity value computed on the
 CZ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0025.degrees latitude (g = 980.6199 gals.).
 CZ0025
 CZ0025.The modeled gravity was interpolated from observed gravity values.
 CZ0025
 CZ0025;                    North         East    Units  Estimated Accuracy
 CZ0025;SPC AZ E     -   119,900.      224,240.      MT  (+/- 180 meters Scaled)
 CZ0025
 CZ0025                          SUPERSEDED SURVEY CONTROL
 CZ0025
 CZ0025  NGVD 29 (??/??/92) 1481.866  (m)         4861.76   (f) ADJ UNCH    1 2
 CZ0025
 CZ0025.Superseded values are not recommended for survey control.
 CZ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0025.See file dsdata.txt to determine how the superseded data were derived.
 CZ0025
 CZ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA895498(NAD 83)
 CZ0025_MARKER: DD = SURVEY DISK
 CZ0025_SETTING: 0 = UNSPECIFIED SETTING
 CZ0025_STAMPING: 21+4862.60 1958
 CZ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0025
 CZ0025  HISTORY     - Date     Condition        Report By
 CZ0025  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0025  HISTORY     - 1960     GOOD             NGS
 CZ0025  HISTORY     - 1967     GOOD             AZDT
 CZ0025  HISTORY     - 1979     GOOD             NGS
 CZ0025
 CZ0025                          STATION DESCRIPTION
 CZ0025
 CZ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0025'17.95 MI E FROM BENSON.
 CZ0025'17.95 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0025'HIGHWAY 86, 0.35 MILE EAST OF MILEPOST 310, 14 FEET NORTHEAST OF THE
 CZ0025'CENTER OF JOHNSON OVERPASS, 3.8 FEET NORTH OF THE SOUTHEAST END OF THE
 CZ0025'OVERPASS AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE SURFACE.
 CZ0025
 CZ0025                          STATION RECOVERY (1967)
 CZ0025
 CZ0025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 CZ0025'RECOVERED IN GOOD CONDITION.
 CZ0025
 CZ0025                          STATION RECOVERY (1979)
 CZ0025
 CZ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0025'29.3 KILOMETERS (18.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0025'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN TOP OF THE
 CZ0025'SOUTHEAST END OF THE CONCRETE CURBING AT THE EAST CORNER OF THE
 CZ0025'JOHNSON ROAD OVERPASS, 4.6 METERS (15.2 FEET) NORTHEAST OF THE
 CZ0025'CENTERLINE OF THE ROAD AND 1.1 METERS (3.8 FEET) NORTHWEST OF THE
 CZ0025'SOUTHEAST END OF THE CURB.
 CZ0025'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1569 ***********************************************************************
 DV1569  DESIGNATION -  21 A
 DV1569  PID         -  DV1569
 DV1569  STATE/COUNTY-  AZ/LA PAZ
 DV1569  USGS QUAD   -  HOPE SW (1990)
 DV1569
 DV1569                         *CURRENT SURVEY CONTROL
 DV1569  ___________________________________________________________________
 DV1569* NAD 83(1986)-  33 36 54.     (N)    113 39 28.     (W)     SCALED    
 DV1569* NAVD 88     -       389.25   (+/-2cm)    1277.1    (feet)  VERTCON   
 DV1569  ___________________________________________________________________
 DV1569  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1569
 DV1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1569
 DV1569.The horizontal coordinates were scaled from a topographic map and have
 DV1569.an estimated accuracy of +/- 6 seconds.
 DV1569
 DV1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1569.The vertical order pertains to the NGVD 29 superseded value.
 DV1569
 DV1569.The geoid height was determined by GEOID03.
 DV1569
 DV1569;                    North         East    Units  Estimated Accuracy
 DV1569;SPC AZ W     -   289,970.      221,920.      MT  (+/- 180 meters Scaled)
 DV1569
 DV1569                          SUPERSEDED SURVEY CONTROL
 DV1569
 DV1569  NGVD 29 (??/??/92)  388.567  (m)         1274.82   (f) ADJ UNCH    2 0
 DV1569
 DV1569.Superseded values are not recommended for survey control.
 DV1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1569.See file dsdata.txt to determine how the superseded data were derived.
 DV1569
 DV1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC534226(NAD 83)
 DV1569_MARKER: DD = SURVEY DISK
 DV1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1569_STAMPING: 21 A 1962
 DV1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1569+STABILITY: SURFACE MOTION
 DV1569
 DV1569  HISTORY     - Date     Condition        Report By
 DV1569  HISTORY     - 1962     MONUMENTED       AZHD
 DV1569  HISTORY     - 19870212 GOOD             USGS
 DV1569
 DV1569                          STATION DESCRIPTION
 DV1569
 DV1569'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1569'16.65 MI SW FROM SALOME.
 DV1569'0.5 MILE EAST-SOUTHEAST OF M 396 21, AN ARIZONA HIGHWAY DEPARTMENT
 DV1569'DISK STAMPED 21 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1569'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1569'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1569
 DV1569                          STATION RECOVERY (1987)
 DV1569
 DV1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0206 ***********************************************************************
 CF0206  DESIGNATION -  21 BKC
 CF0206  PID         -  CF0206
 CF0206  STATE/COUNTY-  AZ/COCHISE
 CF0206  USGS QUAD   -  PEARCE (1985)
 CF0206
 CF0206                         *CURRENT SURVEY CONTROL
 CF0206  ___________________________________________________________________
 CF0206* NAD 83(1986)-  31 55 10.     (N)    109 45 44.     (W)     SCALED    
 CF0206* NAVD 88     -      1302.722  (meters)    4274.01   (feet)  ADJUSTED  
 CF0206  ___________________________________________________________________
 CF0206  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0206  DYNAMIC HT  -        1300.729 (meters)    4267.48  (feet)  COMP
 CF0206  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 CF0206
 CF0206  VERT ORDER  -  FIRST     CLASS II
 CF0206
 CF0206.The horizontal coordinates were scaled from a topographic map and have
 CF0206.an estimated accuracy of +/- 6 seconds.
 CF0206
 CF0206.The orthometric height was determined by differential leveling
 CF0206.and adjusted by the National Geodetic Survey in June 1991..
 CF0206
 CF0206.The geoid height was determined by GEOID03.
 CF0206
 CF0206.The dynamic height is computed by dividing the NAVD 88
 CF0206.geopotential number by the normal gravity value computed on the
 CF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0206.degrees latitude (g = 980.6199 gals.).
 CF0206
 CF0206.The modeled gravity was interpolated from observed gravity values.
 CF0206
 CF0206;                    North         East    Units  Estimated Accuracy
 CF0206;SPC AZ E     -   102,010.      251,610.      MT  (+/- 180 meters Scaled)
 CF0206
 CF0206                          SUPERSEDED SURVEY CONTROL
 CF0206
 CF0206.No superseded survey control is available for this station.
 CF0206
 CF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170321(NAD 83)
 CF0206_MARKER: DD = SURVEY DISK
 CF0206_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0206_SP_SET: UNSPECIFIED DEEP
 CF0206_STAMPING: 21 BKC 1974
 CF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0206+STABILITY: SURFACE MOTION
 CF0206
 CF0206  HISTORY     - Date     Condition        Report By
 CF0206  HISTORY     - 1974     MONUMENTED       USGS
 CF0206  HISTORY     - 1980     GOOD             NGS
 CF0206
 CF0206                          STATION DESCRIPTION
 CF0206
 CF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0206'16.0 KM SE FROM PEARCE.
 CF0206'14.45 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0206'FROM THE POST OFFICE IN PEARCE, THENCE 1.6 KILOMETERS (1.0 MILE)
 CF0206'NORTH ALONG KANSAS SETTLEMENT ROAD, 12.2 METERS (39.9 FEET)
 CF0206'EAST OF THE CENTERLINE OF THE ROAD, 0.4 METERS (1.4 FEET) NORTH
 CF0206'OF A T-JUNCTION IN THE RIGHT-OF-WAY FENCELINE, 0.3 METER
 CF0206'(1 FOOT) WEST OF RIGHT-OF-WAY FENCE.
 CF0206'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0206'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0811 ***********************************************************************
 FQ0811  DESIGNATION -  21 BKC
 FQ0811  PID         -  FQ0811
 FQ0811  STATE/COUNTY-  AZ/COCONINO
 FQ0811  USGS QUAD   -  WUPATKI SW (1969)
 FQ0811
 FQ0811                         *CURRENT SURVEY CONTROL
 FQ0811  ___________________________________________________________________
 FQ0811* NAD 83(1986)-  35 32 14.     (N)    111 27 12.     (W)     SCALED    
 FQ0811* NAVD 88     -      1658.643  (meters)    5441.73   (feet)  POSTED    
 FQ0811  ___________________________________________________________________
 FQ0811  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0811  DYNAMIC HT  -        1656.490 (meters)    5434.67  (feet)  COMP
 FQ0811  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 FQ0811
 FQ0811  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0811
 FQ0811.The horizontal coordinates were scaled from a topographic map and have
 FQ0811.an estimated accuracy of +/- 6 seconds.
 FQ0811
 FQ0811.The orthometric height was determined by differential leveling
 FQ0811.and adjusted by the National Geodetic Survey in 1992..
 FQ0811.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0811.rate of 0.0 thru 1.0 mm/km.
 FQ0811
 FQ0811.The geoid height was determined by GEOID03.
 FQ0811
 FQ0811.The dynamic height is computed by dividing the NAVD 88
 FQ0811.geopotential number by the normal gravity value computed on the
 FQ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0811.degrees latitude (g = 980.6199 gals.).
 FQ0811
 FQ0811.The modeled gravity was interpolated from observed gravity values.
 FQ0811
 FQ0811;                    North         East    Units  Estimated Accuracy
 FQ0811;SPC AZ C     -   503,270.      255,370.      MT  (+/- 180 meters Scaled)
 FQ0811
 FQ0811                          SUPERSEDED SURVEY CONTROL
 FQ0811
 FQ0811  NGVD 29 (??/??/92) 1657.75   (m)         5438.8    (f) COMPUTED    2 2
 FQ0811
 FQ0811.Superseded values are not recommended for survey control.
 FQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0811.See file dsdata.txt to determine how the superseded data were derived.
 FQ0811
 FQ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE589327(NAD 83)
 FQ0811_MARKER: DB = BENCH MARK DISK
 FQ0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0811_SP_SET: COPPER-CLAD STEEL ROD
 FQ0811_STAMPING: 21 BKC 1968 5439
 FQ0811_MARK LOGO: USGS  
 FQ0811_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0811+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0811
 FQ0811  HISTORY     - Date     Condition        Report By
 FQ0811  HISTORY     - 1968     MONUMENTED       USGS
 FQ0811
 FQ0811                          STATION DESCRIPTION
 FQ0811
 FQ0811'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0811'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0811'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0811'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0811'NATIONAL MONUMENT, THENCE 6.6 MILES EAST ALONG THE MONUMENT ROAD, 41
 FQ0811'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A WITNESS
 FQ0811'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0811'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0783 ***********************************************************************
 FQ0783  DESIGNATION -  21 HLS
 FQ0783  PID         -  FQ0783
 FQ0783  STATE/COUNTY-  AZ/NAVAJO
 FQ0783  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0783
 FQ0783                         *CURRENT SURVEY CONTROL
 FQ0783  ___________________________________________________________________
 FQ0783* NAD 83(1986)-  35 09 02.     (N)    110 12 21.     (W)     SCALED    
 FQ0783* NAVD 88     -      1603.643  (meters)    5261.29   (feet)  ADJUSTED  
 FQ0783  ___________________________________________________________________
 FQ0783  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0783  DYNAMIC HT  -        1601.497 (meters)    5254.24  (feet)  COMP
 FQ0783  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 FQ0783
 FQ0783  VERT ORDER  -  THIRD
 FQ0783
 FQ0783.The horizontal coordinates were scaled from a topographic map and have
 FQ0783.an estimated accuracy of +/- 6 seconds.
 FQ0783
 FQ0783.The orthometric height was determined by differential leveling
 FQ0783.and adjusted by the National Geodetic Survey in June 1991..
 FQ0783
 FQ0783.The geoid height was determined by GEOID03.
 FQ0783
 FQ0783.The dynamic height is computed by dividing the NAVD 88
 FQ0783.geopotential number by the normal gravity value computed on the
 FQ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0783.degrees latitude (g = 980.6199 gals.).
 FQ0783
 FQ0783.The modeled gravity was interpolated from observed gravity values.
 FQ0783
 FQ0783;                    North         East    Units  Estimated Accuracy
 FQ0783;SPC AZ E     -   460,280.      209,790.      MT  (+/- 180 meters Scaled)
 FQ0783
 FQ0783                          SUPERSEDED SURVEY CONTROL
 FQ0783
 FQ0783.No superseded survey control is available for this station.
 FQ0783
 FQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD723900(NAD 83)
 FQ0783_MARKER: DB = BENCH MARK DISK
 FQ0783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0783_SP_SET: COPPER-CLAD STEEL ROD
 FQ0783_STAMPING: 21 HLS 1970 5259
 FQ0783_MARK LOGO: USGS  
 FQ0783_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0783+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0783
 FQ0783  HISTORY     - Date     Condition        Report By
 FQ0783  HISTORY     - 1970     MONUMENTED       USGS
 FQ0783
 FQ0783                          STATION DESCRIPTION
 FQ0783
 FQ0783'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0783'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0783'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0783'HIGHWAY 77, THENCE 7.8 MILES WEST ALONG A ROAD, 106 FEET SOUTHWEST OF
 FQ0783'A SMALL WASH, 68 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 FQ0783'NORTHWEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0783'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1265 ***********************************************************************
 CY1265  DESIGNATION -  21 RS RESET
 CY1265  PID         -  CY1265
 CY1265  STATE/COUNTY-  AZ/GRAHAM
 CY1265  USGS QUAD   -  TANQUE (1966)
 CY1265
 CY1265                         *CURRENT SURVEY CONTROL
 CY1265  ___________________________________________________________________
 CY1265* NAD 83(1986)-  32 37 07.     (N)    109 34 08.     (W)     SCALED    
 CY1265* NAVD 88     -      1020.24   (+/-2cm)    3347.2    (feet)  VERTCON   
 CY1265  ___________________________________________________________________
 CY1265  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1265
 CY1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1265
 CY1265.The horizontal coordinates were scaled from a topographic map and have
 CY1265.an estimated accuracy of +/- 6 seconds.
 CY1265
 CY1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1265.The vertical order pertains to the NGVD 29 superseded value.
 CY1265
 CY1265.The geoid height was determined by GEOID03.
 CY1265
 CY1265;                    North         East    Units  Estimated Accuracy
 CY1265;SPC AZ E     -   179,620.      269,460.      MT  (+/- 180 meters Scaled)
 CY1265
 CY1265                          SUPERSEDED SURVEY CONTROL
 CY1265
 CY1265  NGVD 29 (??/??/92) 1019.57   (m)         3345.0    (f) COMPUTED    2 0
 CY1265
 CY1265.Superseded values are not recommended for survey control.
 CY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1265.See file dsdata.txt to determine how the superseded data were derived.
 CY1265
 CY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB342099(NAD 83)
 CY1265_MARKER: DB = BENCH MARK DISK
 CY1265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1265_SP_SET: PREFAB CONC. POST IN EARTH
 CY1265_STAMPING: 21 RS 1941 RESET 1972 3345
 CY1265_MARK LOGO: USGS  
 CY1265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1265+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1265
 CY1265  HISTORY     - Date     Condition        Report By
 CY1265  HISTORY     - 1972     MONUMENTED       USGS
 CY1265
 CY1265                          STATION DESCRIPTION
 CY1265
 CY1265'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1265'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1265'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 7.6
 CY1265'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES WEST OF THE WEST END OF
 CY1265'A CURVE, ON A LONG STRAIGHT STRETCH OF ROAD, 42 FEET NORTH AND ABOUT
 CY1265'1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 CY1265'WITNESS POST, IN CONCRETE POST PROJECTING 0.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2511 ***********************************************************************
 CZ2511  DESIGNATION -  21 WBC
 CZ2511  PID         -  CZ2511
 CZ2511  STATE/COUNTY-  AZ/PINAL
 CZ2511  USGS QUAD   -  ELOY NORTH (1992)
 CZ2511
 CZ2511                         *CURRENT SURVEY CONTROL
 CZ2511  ___________________________________________________________________
 CZ2511* NAD 83(1986)-  32 46 31.     (N)    111 30 39.     (W)     SCALED    
 CZ2511* NAVD 88     -       472.523  (meters)    1550.27   (feet)  ADJUSTED  
 CZ2511  ___________________________________________________________________
 CZ2511  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ2511  DYNAMIC HT  -         471.929 (meters)    1548.32  (feet)  COMP
 CZ2511  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 CZ2511
 CZ2511  VERT ORDER  -  FIRST     CLASS II
 CZ2511
 CZ2511.The horizontal coordinates were scaled from a topographic map and have
 CZ2511.an estimated accuracy of +/- 6 seconds.
 CZ2511
 CZ2511.The orthometric height was determined by differential leveling
 CZ2511.and adjusted by the National Geodetic Survey in November 1993..
 CZ2511
 CZ2511.The geoid height was determined by GEOID03.
 CZ2511
 CZ2511.The dynamic height is computed by dividing the NAVD 88
 CZ2511.geopotential number by the normal gravity value computed on the
 CZ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2511.degrees latitude (g = 980.6199 gals.).
 CZ2511
 CZ2511.The modeled gravity was interpolated from observed gravity values.
 CZ2511
 CZ2511;                    North         East    Units  Estimated Accuracy
 CZ2511;SPC AZ C     -   196,910.      251,380.      MT  (+/- 180 meters Scaled)
 CZ2511
 CZ2511                          SUPERSEDED SURVEY CONTROL
 CZ2511
 CZ2511.No superseded survey control is available for this station.
 CZ2511
 CZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521264(NAD 83)
 CZ2511_MARKER: DB = BENCH MARK DISK
 CZ2511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2511_SP_SET: COPPER-CLAD STEEL ROD
 CZ2511_STAMPING: 21 WBC 1977 1550
 CZ2511_MARK LOGO: USGS  
 CZ2511_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2511+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ2511
 CZ2511  HISTORY     - Date     Condition        Report By
 CZ2511  HISTORY     - 1977     MONUMENTED       USGS
 CZ2511  HISTORY     - 19920103 GOOD             NGS
 CZ2511
 CZ2511                          STATION DESCRIPTION
 CZ2511
 CZ2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2511'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2511'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2511'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ2511'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 4.6 KM (2.85 MI)
 CZ2511'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, O.3 KM SOUTH OF THE
 CZ2511'INTERSECTION OF HOUSER ROAD, 12.4 M (40.7 FT) WEST OF THE NEAR RAIL,
 CZ2511'9.4 M (30.8 FT) EAST OF THE EAST BANK OF AN IRRIGATION DITCH, 1.6 M
 CZ2511'(5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0 FT) SOUTH OF
 CZ2511'RAILROAD MILEPOST 976, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 CZ2511'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 CZ2511'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0460 ***********************************************************************
 DU0460  DESIGNATION -  2105
 DU0460  PID         -  DU0460
 DU0460  STATE/COUNTY-  AZ/MARICOPA
 DU0460  USGS QUAD   -  GOLDFIELD (1981)
 DU0460
 DU0460                         *CURRENT SURVEY CONTROL
 DU0460  ___________________________________________________________________
 DU0460* NAD 83(1986)-  33 28 25.     (N)    111 28 30.     (W)     SCALED    
 DU0460* NAVD 88     -       642.199  (meters)    2106.95   (feet)  ADJUSTED  
 DU0460  ___________________________________________________________________
 DU0460  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DU0460  DYNAMIC HT  -         641.396 (meters)    2104.31  (feet)  COMP
 DU0460  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 DU0460
 DU0460  VERT ORDER  -  FIRST     CLASS II
 DU0460
 DU0460.The horizontal coordinates were scaled from a topographic map and have
 DU0460.an estimated accuracy of +/- 6 seconds.
 DU0460
 DU0460.The orthometric height was determined by differential leveling
 DU0460.and adjusted by the National Geodetic Survey in June 1991..
 DU0460
 DU0460.The geoid height was determined by GEOID03.
 DU0460
 DU0460.The dynamic height is computed by dividing the NAVD 88
 DU0460.geopotential number by the normal gravity value computed on the
 DU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0460.degrees latitude (g = 980.6199 gals.).
 DU0460
 DU0460.The modeled gravity was interpolated from observed gravity values.
 DU0460
 DU0460;                    North         East    Units  Estimated Accuracy
 DU0460;SPC AZ C     -   274,360.      254,410.      MT  (+/- 180 meters Scaled)
 DU0460
 DU0460                          SUPERSEDED SURVEY CONTROL
 DU0460
 DU0460  NGVD 29 (??/??/92)  641.579  (m)         2104.91   (f) ADJ UNCH    1 2
 DU0460
 DU0460.Superseded values are not recommended for survey control.
 DU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0460.See file dsdata.txt to determine how the superseded data were derived.
 DU0460
 DU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC558038(NAD 83)
 DU0460_MARKER: P = PIPE CAP
 DU0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0460_STAMPING: 2105 PHNX
 DU0460_PROJECTION: PROJECTING 36 CENTIMETERS
 DU0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0460+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU0460
 DU0460  HISTORY     - Date     Condition        Report By
 DU0460  HISTORY     - UNK      MONUMENTED       USGS
 DU0460  HISTORY     - 1948     GOOD             NGS
 DU0460  HISTORY     - 1980     GOOD             NGS
 DU0460  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU0460  HISTORY     - 20060812 GOOD             GEOCAC
 DU0460
 DU0460                          STATION DESCRIPTION
 DU0460
 DU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0460'5.9 MI NE FROM APACHE JUNCTION.
 DU0460'ABOUT 5.9 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0460'JUNCTION, ABOUT 1.4 MILES NORTHEAST OF THE GOLDFIELD MINE, 33.5 FEET
 DU0460'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTHEAST OF A
 DU0460'WHITE WOODEN WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 DU0460'PIPE PROJECTING 14 INCHES.
 DU0460
 DU0460                          STATION RECOVERY (1980)
 DU0460
 DU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0460'9.6 KM (6.0 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF
 DU0460'U.S. HIGHWAY 60 AT APACHE JUNCTION, 1.0 KM (0.65 MI) NORTHEAST OF THE
 DU0460'MARICOPA-PINAL COUNTY LINE, 0.25 KM (0.15 MI) SOUTHEAST ACROSS
 DU0460'COUNTRY FROM THE GOLDEN HILLSIDE MINE, 0.2 KM (0.1 MI) SOUTH OF HIGHWA
 DU0460'MILEPOST 202, AT THE SOUTHEAST CORNER OF THE Y JUNCTION OF THE
 DU0460'FORKS OF A DIRT ROAD LEADING EAST, 25.6 METERS (84.0 FT) EAST OF THE
 DU0460'CENTERLINE OF THE HIGHWAY, 30.5 METERS (100 FT) SOUTH OF THE
 DU0460'CENTERLINE OF THE DIRT ROAD, 10.4 METERS (34.0 FT) EAST OF THE
 DU0460'CENTERLINE OF THE SOUTH FORK.
 DU0460'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DU0460'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0460
 DU0460                          STATION RECOVERY (2003)
 DU0460
 DU0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0460'MARK NOT FOUND. HOLE WAS DUG WHERE MARK SHOULD HAVE BEEN.
 DU0460
 DU0460                          STATION RECOVERY (2006)
 DU0460
 DU0460'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0458 ***********************************************************************
 DU0458  DESIGNATION -  2107
 DU0458  PID         -  DU0458
 DU0458  STATE/COUNTY-  AZ/MARICOPA
 DU0458  USGS QUAD   -  GOLDFIELD (1981)
 DU0458
 DU0458                         *CURRENT SURVEY CONTROL
 DU0458  ___________________________________________________________________
 DU0458* NAD 83(1986)-  33 29 46.     (N)    111 27 56.     (W)     SCALED    
 DU0458* NAVD 88     -       642.871  (meters)    2109.15   (feet)  ADJUSTED  
 DU0458  ___________________________________________________________________
 DU0458  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0458  DYNAMIC HT  -         642.067 (meters)    2106.51  (feet)  COMP
 DU0458  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 DU0458
 DU0458  VERT ORDER  -  FIRST     CLASS II
 DU0458
 DU0458.The horizontal coordinates were scaled from a topographic map and have
 DU0458.an estimated accuracy of +/- 6 seconds.
 DU0458
 DU0458.The orthometric height was determined by differential leveling
 DU0458.and adjusted by the National Geodetic Survey in June 1991..
 DU0458
 DU0458.The geoid height was determined by GEOID03.
 DU0458
 DU0458.The dynamic height is computed by dividing the NAVD 88
 DU0458.geopotential number by the normal gravity value computed on the
 DU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0458.degrees latitude (g = 980.6199 gals.).
 DU0458
 DU0458.The modeled gravity was interpolated from observed gravity values.
 DU0458
 DU0458;                    North         East    Units  Estimated Accuracy
 DU0458;SPC AZ C     -   276,860.      255,280.      MT  (+/- 180 meters Scaled)
 DU0458
 DU0458                          SUPERSEDED SURVEY CONTROL
 DU0458
 DU0458  NGVD 29 (??/??/92)  642.253  (m)         2107.13   (f) ADJ UNCH    1 2
 DU0458
 DU0458.Superseded values are not recommended for survey control.
 DU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0458.See file dsdata.txt to determine how the superseded data were derived.
 DU0458
 DU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC567063(NAD 83)
 DU0458_MARKER: P = PIPE CAP
 DU0458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0458_STAMPING: 2107 PHNX
 DU0458_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0458
 DU0458  HISTORY     - Date     Condition        Report By
 DU0458  HISTORY     - UNK      MONUMENTED       USGS
 DU0458  HISTORY     - 1948     GOOD             NGS
 DU0458  HISTORY     - 1980     GOOD             NGS
 DU0458  HISTORY     - 20031025 GOOD             USPSQD
 DU0458
 DU0458                          STATION DESCRIPTION
 DU0458
 DU0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0458'7.6 MI NE FROM APACHE JUNCTION.
 DU0458'ABOUT 7.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0458'JUNCTION, ON THE NORTHWEST SLOPE OF A SMALL RIDGE, AT GOVERMENT WELL,
 DU0458'ABOUT 318 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE HIGHWAY
 DU0458'MAINTENANCE HOUSE, ABOUT 261 FEET NORTHEAST OF A WINDMILL KNOWN
 DU0458'LOCALLY AS THE ORIGINAL GOVERMENT WELL, 234 FEET NORTHWEST OF THE
 DU0458'CENTER LINE OF THE HIGHWAY, 24.0 FEET SOUTHEAST OF THE CENTER LINE OF
 DU0458'A DIM ROAD ON THE NORTHWEST SIDE OF A RIDGE, 1.8 FEET NORTHEAST OF A
 DU0458'WHITE WOODEN WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 DU0458'PIPE PROJECTING 13 INCHES.
 DU0458
 DU0458                          STATION RECOVERY (1980)
 DU0458
 DU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0458'12.4 KM (7.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0458'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, SET ON THE NORTH SIDE OF A
 DU0458'RIDGE BETWEEN THE HIGHWAY AND A DIRT ROAD LEADING NORTH TO A LIVESTOCK
 DU0458'CORRAL, 81.0 METERS (266 FT) NORTH-NORTHEAST OF A WINDMILL KNOWN
 DU0458'AS THE ORIGINAL GOVERNMENT WELL,71.3 METERS (234 FT) NORTHWEST OF THE
 DU0458'CENTERLINE OF THE HIGHWAY, 66.7 METERS (219 FT) NORTHWEST OF THE
 DU0458'NORTHWEST END OF A 1.8-METER (6.0 FT) STEEL PIPE CULVERT
 DU0458'WITH A CONCRETE HEADWALL, 45.7 METERS (150 FT) NORTHEAST
 DU0458'OF A WATER TANK, 7.3 METERS (24.0 FT) EAST OF THE CENTERLINE OF THE
 DU0458'DIRT ROAD.
 DU0458'THE MARK IS 1.2 M ABOVE THE DIRT ROAD.
 DU0458
 DU0458                          STATION RECOVERY (2003)
 DU0458
 DU0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0458'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0088 ***********************************************************************
 EU0088  DESIGNATION -  2109.31
 EU0088  PID         -  EU0088
 EU0088  STATE/COUNTY-  AZ/MOHAVE
 EU0088  USGS QUAD   -  YUCCA NW (1970)
 EU0088
 EU0088                         *CURRENT SURVEY CONTROL
 EU0088  ___________________________________________________________________
 EU0088* NAD 83(1986)-  34 56 43.     (N)    114 08 47.     (W)     SCALED    
 EU0088* NAVD 88     -       643.559  (meters)    2111.41   (feet)  ADJUSTED  
 EU0088  ___________________________________________________________________
 EU0088  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EU0088  DYNAMIC HT  -         642.837 (meters)    2109.04  (feet)  COMP
 EU0088  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 EU0088  OBS GRAVITY -     979,487.5   (mgal)                       GRAV_OBS
 EU0088
 EU0088  VERT ORDER  -  FIRST     CLASS II
 EU0088
 EU0088.The horizontal coordinates were scaled from a topographic map and have
 EU0088.an estimated accuracy of +/- 6 seconds.
 EU0088
 EU0088.The orthometric height was determined by differential leveling
 EU0088.and adjusted by the National Geodetic Survey in June 1991..
 EU0088
 EU0088.The geoid height was determined by GEOID03.
 EU0088
 EU0088.The dynamic height is computed by dividing the NAVD 88
 EU0088.geopotential number by the normal gravity value computed on the
 EU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0088.degrees latitude (g = 980.6199 gals.).
 EU0088
 EU0088.The modeled gravity was interpolated from observed gravity values.
 EU0088.The observed gravity was obtained from relative gravimeter ties
 EU0088.to the IGSN71 gravity network.
 EU0088
 EU0088;                    North         East    Units  Estimated Accuracy
 EU0088;SPC AZ W     -   437,590.      177,150.      MT  (+/- 180 meters Scaled)
 EU0088
 EU0088                          SUPERSEDED SURVEY CONTROL
 EU0088
 EU0088  NGVD 29 (??/??/??)  642.831  (m)         2109.02   (f) ADJUSTED    1 2
 EU0088
 EU0088.Superseded values are not recommended for survey control.
 EU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0088.See file dsdata.txt to determine how the superseded data were derived.
 EU0088
 EU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606706(NAD 83)
 EU0088_MARKER: DD = SURVEY DISK
 EU0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0088_SP_SET: CULVERT
 EU0088_STAMPING: 2109.31 1629-00 1950
 EU0088_MARK LOGO: AZHD  
 EU0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0088
 EU0088  HISTORY     - Date     Condition        Report By
 EU0088  HISTORY     - 1950     MONUMENTED       AZHD
 EU0088  HISTORY     - 1961     GOOD             NGS
 EU0088  HISTORY     - 1981     GOOD             NGS
 EU0088
 EU0088                          STATION DESCRIPTION
 EU0088
 EU0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0088'5.6 MI NE FROM YUCCA.
 EU0088'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0088'THENCE 5.3 MILES NORTH ALONG U.S. HIGHWAY 66, NEAR THE JUNCTION
 EU0088'OF ATHOS ROAD, SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST
 EU0088'HEADWALL OF A 14 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS,
 EU0088'25 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 3 FEET BELOW
 EU0088'THE LEVEL OF THE HIGHWAY.
 EU0088
 EU0088                          STATION RECOVERY (1981)
 EU0088
 EU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0088'9.3 KM (5.9 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0088'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0088'EAST HEADWALL OF A DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH OF
 EU0088'MILEPOST 31, 7.6 METERS (25 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0088'BOUND LANES.
 EU0088'THE MARK IS 0.9 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1833 ***********************************************************************
 DV1833  DESIGNATION -  211+05.51
 DV1833  PID         -  DV1833
 DV1833  STATE/COUNTY-  AZ/MARICOPA
 DV1833  USGS QUAD   -  UNION HILLS (1981)
 DV1833
 DV1833                         *CURRENT SURVEY CONTROL
 DV1833  ___________________________________________________________________
 DV1833* NAD 83(1986)-  33 39 54.     (N)    112 00 08.     (W)     SCALED    
 DV1833* NAVD 88     -       463.880  (meters)    1521.91   (feet)  ADJUSTED  
 DV1833  ___________________________________________________________________
 DV1833  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1833  DYNAMIC HT  -         463.333 (meters)    1520.12  (feet)  COMP
 DV1833  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 DV1833
 DV1833  VERT ORDER  -  SECOND    CLASS I
 DV1833
 DV1833.The horizontal coordinates were scaled from a topographic map and have
 DV1833.an estimated accuracy of +/- 6 seconds.
 DV1833
 DV1833.The orthometric height was determined by differential leveling
 DV1833.and adjusted by the National Geodetic Survey in November 1993..
 DV1833
 DV1833.The geoid height was determined by GEOID03.
 DV1833
 DV1833.The dynamic height is computed by dividing the NAVD 88
 DV1833.geopotential number by the normal gravity value computed on the
 DV1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1833.degrees latitude (g = 980.6199 gals.).
 DV1833
 DV1833.The modeled gravity was interpolated from observed gravity values.
 DV1833
 DV1833;                    North         East    Units  Estimated Accuracy
 DV1833;SPC AZ C     -   295,500.      205,430.      MT  (+/- 180 meters Scaled)
 DV1833
 DV1833                          SUPERSEDED SURVEY CONTROL
 DV1833
 DV1833.No superseded survey control is available for this station.
 DV1833
 DV1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC070254(NAD 83)
 DV1833_MARKER: DD = SURVEY DISK
 DV1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1833_SP_SET: CONCRETE POST
 DV1833_STAMPING: 211+05.51
 DV1833_MARK LOGO: BOR   
 DV1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1833+STABILITY: SURFACE MOTION
 DV1833
 DV1833  HISTORY     - Date     Condition        Report By
 DV1833  HISTORY     - UNK      MONUMENTED       BOR
 DV1833  HISTORY     - 1984     GOOD             AZDT
 DV1833  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1833
 DV1833                          STATION DESCRIPTION
 DV1833
 DV1833'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1833'IN PHOENIX.
 DV1833'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DV1833'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DV1833'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DV1833'FENCE OF THE CANAL FOR 3.27 KM (2.03 MI) TO THE MARK, 9.69 METERS
 DV1833'(31.8 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DV1833'(125 FT) SOUTH OF THE CANAL CENTERLINE.
 DV1833
 DV1833                          STATION RECOVERY (2004)
 DV1833
 DV1833'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0596 ***********************************************************************
 CZ0596  DESIGNATION -  2111.6
 CZ0596  PID         -  CZ0596
 CZ0596  STATE/COUNTY-  AZ/PIMA
 CZ0596  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0596
 CZ0596                         *CURRENT SURVEY CONTROL
 CZ0596  ___________________________________________________________________
 CZ0596* NAD 83(1986)-  32 26 40.     (N)    111 24 40.     (W)     SCALED    
 CZ0596* NAVD 88     -       644.13   (+/-2cm)    2113.3    (feet)  VERTCON   
 CZ0596  ___________________________________________________________________
 CZ0596  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0596
 CZ0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0596
 CZ0596.The horizontal coordinates were scaled from a topographic map and have
 CZ0596.an estimated accuracy of +/- 6 seconds.
 CZ0596
 CZ0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0596.The vertical order pertains to the NGVD 29 superseded value.
 CZ0596
 CZ0596.The geoid height was determined by GEOID03.
 CZ0596
 CZ0596;                    North         East    Units  Estimated Accuracy
 CZ0596;SPC AZ C     -   160,260.      260,900.      MT  (+/- 180 meters Scaled)
 CZ0596
 CZ0596                          SUPERSEDED SURVEY CONTROL
 CZ0596
 CZ0596  NGVD 29 (??/??/92)  643.593  (m)         2111.52   (f) ADJ UNCH    2 0
 CZ0596
 CZ0596.Superseded values are not recommended for survey control.
 CZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0596.See file dsdata.txt to determine how the superseded data were derived.
 CZ0596
 CZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA613897(NAD 83)
 CZ0596_MARKER: Z = SEE DESCRIPTION
 CZ0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0596_SP_SET: TREE
 CZ0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0596
 CZ0596  HISTORY     - Date     Condition        Report By
 CZ0596  HISTORY     - UNK      MONUMENTED       USGS
 CZ0596  HISTORY     - 1951     GOOD             NGS
 CZ0596
 CZ0596                          STATION DESCRIPTION
 CZ0596
 CZ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0596'14.1 M E FROM SILVER BELL.
 CZ0596'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0596'THENCE 7.2 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.3 MILE SOUTHEAST
 CZ0596'OF A WINDMILL AND CORRAL, AND SET IN THE TOP OF A SAWED OFF LIMB OF A
 CZ0596'PALO VERDE TREE ABOUT 1 FOOT ABOVE THE GROUND, REF. MARK 2111.6
 CZ0596'STAMPED ON A METAL TAG AND FASTNED ON TO THE TREE, 122 1/2 FEET EAST
 CZ0596'OF (USC AND GS J 94), 89 FEET EAST OF A Y JUNCTION OF A ROAD LEADING
 CZ0596'SOUTHWEST, 35 FEET SOUTH OF THE CENTER LINE OF THE SILVER BELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0090 ***********************************************************************
 FS0090  DESIGNATION -  2118.75
 FS0090  PID         -  FS0090
 FS0090  STATE/COUNTY-  AZ/MOHAVE
 FS0090  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0090
 FS0090                         *CURRENT SURVEY CONTROL
 FS0090  ___________________________________________________________________
 FS0090* NAD 83(1986)-  35 51 12.     (N)    114 35 33.     (W)     SCALED    
 FS0090* NAVD 88     -       645.939  (meters)    2119.22   (feet)  POSTED    
 FS0090  ___________________________________________________________________
 FS0090  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0090  DYNAMIC HT  -         645.280 (meters)    2117.06  (feet)  COMP
 FS0090  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 FS0090
 FS0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0090
 FS0090.The horizontal coordinates were scaled from a topographic map and have
 FS0090.an estimated accuracy of +/- 6 seconds.
 FS0090
 FS0090.The orthometric height was determined by differential leveling
 FS0090.and adjusted by the National Geodetic Survey in 1992..
 FS0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0090.rate of 0.0 thru 1.0 mm/km.
 FS0090
 FS0090.The geoid height was determined by GEOID03.
 FS0090
 FS0090.The dynamic height is computed by dividing the NAVD 88
 FS0090.geopotential number by the normal gravity value computed on the
 FS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0090.degrees latitude (g = 980.6199 gals.).
 FS0090
 FS0090.The modeled gravity was interpolated from observed gravity values.
 FS0090
 FS0090;                    North         East    Units  Estimated Accuracy
 FS0090;SPC AZ W     -   538,590.      137,260.      MT  (+/- 180 meters Scaled)
 FS0090
 FS0090                          SUPERSEDED SURVEY CONTROL
 FS0090
 FS0090  NGVD 29 (??/??/92)  645.237  (m)         2116.92   (f) ADJ UNCH    1 1
 FS0090
 FS0090.Superseded values are not recommended for survey control.
 FS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0090.See file dsdata.txt to determine how the superseded data were derived.
 FS0090
 FS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV174703(NAD 83)
 FS0090_MARKER: DD = SURVEY DISK
 FS0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0090_SP_SET: CULVERT
 FS0090_STAMPING: 2118.75 1935
 FS0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0090
 FS0090  HISTORY     - Date     Condition        Report By
 FS0090  HISTORY     - 1935     MONUMENTED       BPR
 FS0090  HISTORY     - 1950     GOOD             NGS
 FS0090  HISTORY     - 1963     GOOD             NGS
 FS0090  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0090  HISTORY     - 19870520 MARK NOT FOUND   USPSQD
 FS0090
 FS0090                          STATION DESCRIPTION
 FS0090
 FS0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0090'15.8 MI SE FROM HOOVER DAM.
 FS0090'15.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0090'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 16,
 FS0090'AT THE SOUTHEAST END OF A THROUGH CUT, AT A DOUBLE 36-INCH
 FS0090'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE NORTHWEST END
 FS0090'OF THE NORTHEAST CONCRETE HEAD WALL, 16.5 FEET NORTHEAST OF THE
 FS0090'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 FS0090
 FS0090                          STATION RECOVERY (1963)
 FS0090
 FS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0090'RECOVERED IN GOOD CONDITION.
 FS0090
 FS0090                          STATION RECOVERY (1981)
 FS0090
 FS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0090'NOT RECOVERED.
 FS0090
 FS0090                          STATION RECOVERY (1987)
 FS0090
 FS0090'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0063 ***********************************************************************
 CG0063  DESIGNATION -  2120 00
 CG0063  PID         -  CG0063
 CG0063  STATE/COUNTY-  AZ/COCHISE
 CG0063  USGS QUAD   -  MESCAL (1983)
 CG0063
 CG0063                         *CURRENT SURVEY CONTROL
 CG0063  ___________________________________________________________________
 CG0063* NAD 83(1986)-  31 57 46.     (N)    110 23 51.     (W)     SCALED    
 CG0063* NAVD 88     -      1279.598  (meters)    4198.15   (feet)  ADJUSTED  
 CG0063  ___________________________________________________________________
 CG0063  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0063  DYNAMIC HT  -        1277.676 (meters)    4191.84  (feet)  COMP
 CG0063  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 CG0063
 CG0063  VERT ORDER  -  FIRST     CLASS II
 CG0063
 CG0063.The horizontal coordinates were scaled from a topographic map and have
 CG0063.an estimated accuracy of +/- 6 seconds.
 CG0063
 CG0063.The orthometric height was determined by differential leveling
 CG0063.and adjusted by the National Geodetic Survey in June 1991..
 CG0063
 CG0063.The geoid height was determined by GEOID03.
 CG0063
 CG0063.The dynamic height is computed by dividing the NAVD 88
 CG0063.geopotential number by the normal gravity value computed on the
 CG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0063.degrees latitude (g = 980.6199 gals.).
 CG0063
 CG0063.The modeled gravity was interpolated from observed gravity values.
 CG0063
 CG0063;                    North         East    Units  Estimated Accuracy
 CG0063;SPC AZ E     -   106,760.      191,540.      MT  (+/- 180 meters Scaled)
 CG0063
 CG0063                          SUPERSEDED SURVEY CONTROL
 CG0063
 CG0063  NGVD 29 (??/??/92) 1278.768  (m)         4195.42   (f) ADJ UNCH    1 2
 CG0063
 CG0063.Superseded values are not recommended for survey control.
 CG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0063.See file dsdata.txt to determine how the superseded data were derived.
 CG0063
 CG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA569364(NAD 83)
 CG0063_MARKER: DD = SURVEY DISK
 CG0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0063_SP_SET: OVERPASS
 CG0063_STAMPING: 2120-00 4196-85
 CG0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0063
 CG0063  HISTORY     - Date     Condition        Report By
 CG0063  HISTORY     - UNK      MONUMENTED       AZHD
 CG0063  HISTORY     - 1960     GOOD             NGS
 CG0063  HISTORY     - 1962     GOOD             NGS
 CG0063  HISTORY     - 1979     GOOD             NGS
 CG0063
 CG0063                          STATION DESCRIPTION
 CG0063
 CG0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0063'7.25 MI W FROM BENSON.
 CG0063'7.25 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0063'80, 0.4 MILE EAST OF MILEPOST 285, 25 FEET SOUTH OF CENTERLINE OF THE
 CG0063'EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE HEADWALL OF THE SKYLINE
 CG0063'OVERPASS.
 CG0063
 CG0063                          STATION RECOVERY (1962)
 CG0063
 CG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0063'RECOVERED IN GOOD CONDITION.
 CG0063
 CG0063                          STATION RECOVERY (1979)
 CG0063
 CG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0063'5.9 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0063'OVERPASS AT BENSON, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 CG0063'THE EASTBOUND TRAFFIC BRIDGE OVER SKYLINE ROAD, 25 FEET SOUTH OF THE
 CG0063'CENTERLINE OF THE EASTBOUND LANES, 8.5 FEET EAST OF THE WEST END OF
 CG0063'THE HEADWALL AND 8.5 FEET WEST OF THE EAST END OF THE HEADWALL.
 CG0063'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0558 ***********************************************************************
 DV0558  DESIGNATION -  213 X 24
 DV0558  PID         -  DV0558
 DV0558  STATE/COUNTY-  AZ/MARICOPA
 DV0558  USGS QUAD   -  PERRYVILLE (1982)
 DV0558
 DV0558                         *CURRENT SURVEY CONTROL
 DV0558  ___________________________________________________________________
 DV0558* NAD 83(1986)-  33 26 08.     (N)    112 28 43.     (W)     SCALED    
 DV0558* NAVD 88     -       302.069  (meters)     991.04   (feet)  ADJUSTED  
 DV0558  ___________________________________________________________________
 DV0558  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0558  DYNAMIC HT  -         301.725 (meters)     989.91  (feet)  COMP
 DV0558  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 DV0558
 DV0558  VERT ORDER  -  FIRST     CLASS II
 DV0558
 DV0558.The horizontal coordinates were scaled from a topographic map and have
 DV0558.an estimated accuracy of +/- 6 seconds.
 DV0558
 DV0558.The orthometric height was determined by differential leveling
 DV0558.and adjusted by the National Geodetic Survey in June 1991..
 DV0558
 DV0558.The geoid height was determined by GEOID03.
 DV0558
 DV0558.The dynamic height is computed by dividing the NAVD 88
 DV0558.geopotential number by the normal gravity value computed on the
 DV0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0558.degrees latitude (g = 980.6199 gals.).
 DV0558
 DV0558.The modeled gravity was interpolated from observed gravity values.
 DV0558
 DV0558;                    North         East    Units  Estimated Accuracy
 DV0558;SPC AZ C     -   270,200.      161,110.      MT  (+/- 180 meters Scaled)
 DV0558
 DV0558                          SUPERSEDED SURVEY CONTROL
 DV0558
 DV0558  NGVD 29 (??/??/92)  301.413  (m)          988.89   (f) ADJ UNCH    1 2
 DV0558
 DV0558.Superseded values are not recommended for survey control.
 DV0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0558.See file dsdata.txt to determine how the superseded data were derived.
 DV0558
 DV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC625005(NAD 83)
 DV0558_MARKER: DD = SURVEY DISK
 DV0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0558_SP_SET: CULVERT
 DV0558_STAMPING: 213X24 989-90 1956
 DV0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0558+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0558
 DV0558  HISTORY     - Date     Condition        Report By
 DV0558  HISTORY     - 1956     MONUMENTED       AZHD
 DV0558  HISTORY     - 1967     GOOD             NGS
 DV0558  HISTORY     - 1981     GOOD             NGS
 DV0558  HISTORY     - 20060810 GOOD             GEOCAC
 DV0558
 DV0558                          STATION DESCRIPTION
 DV0558
 DV0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0558'7.0 MI W FROM GOODYEAR.
 DV0558'ABOUT 7.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0558'IN S 9, T 1 N, R 2 W, 49 FEET NORTHEAST OF THE CENTER OF THE
 DV0558'INTERSECTION OF YUMA ROAD AND SOUTH 195TH AVENUE, 28 FEET NORTH OF THE
 DV0558'CENTER LINE OF YUMA ROAD, 40 FEET EAST OF THE CENTER LINE OF SOUTH
 DV0558'195TH AVENUE, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD
 DV0558'WALL OF A CONCRETE CULVERT FOR AN IRRIGATION DITCH, 79 FEET SOUTH OF
 DV0558'POWER POLE NUMBER PS 94805 WHICH IS BRACED BY A GUY WIRE, 6 FEET
 DV0558'SOUTHWEST OF A FENCE CORNER POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 DV0558'THE ROADS.
 DV0558
 DV0558                          STATION RECOVERY (1981)
 DV0558
 DV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0558'RECOVERED IN GOOD CONDITION.
 DV0558
 DV0558                          STATION RECOVERY (2006)
 DV0558
 DV0558'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0409 ***********************************************************************
 CY0409  DESIGNATION -  2134+00.25
 CY0409  PID         -  CY0409
 CY0409  STATE/COUNTY-  AZ/COCHISE
 CY0409  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0409
 CY0409                         *CURRENT SURVEY CONTROL
 CY0409  ___________________________________________________________________
 CY0409* NAD 83(1986)-  32 15 52.     (N)    109 49 29.     (W)     SCALED    
 CY0409* NAVD 88     -      1272.732  (meters)    4175.62   (feet)  ADJUSTED  
 CY0409  ___________________________________________________________________
 CY0409  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CY0409  DYNAMIC HT  -        1270.827 (meters)    4169.37  (feet)  COMP
 CY0409  MODELED GRAV-     979,098.2   (mgal)                       NAVD 88
 CY0409
 CY0409  VERT ORDER  -  FIRST     CLASS II
 CY0409
 CY0409.The horizontal coordinates were scaled from a topographic map and have
 CY0409.an estimated accuracy of +/- 6 seconds.
 CY0409
 CY0409.The orthometric height was determined by differential leveling
 CY0409.and adjusted by the National Geodetic Survey in June 1991..
 CY0409
 CY0409.The geoid height was determined by GEOID03.
 CY0409
 CY0409.The dynamic height is computed by dividing the NAVD 88
 CY0409.geopotential number by the normal gravity value computed on the
 CY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0409.degrees latitude (g = 980.6199 gals.).
 CY0409
 CY0409.The modeled gravity was interpolated from observed gravity values.
 CY0409
 CY0409;                    North         East    Units  Estimated Accuracy
 CY0409;SPC AZ E     -   140,240.      245,580.      MT  (+/- 180 meters Scaled)
 CY0409
 CY0409                          SUPERSEDED SURVEY CONTROL
 CY0409
 CY0409  NGVD 29 (??/??/92) 1271.985  (m)         4173.17   (f) ADJ UNCH    1 2
 CY0409
 CY0409.Superseded values are not recommended for survey control.
 CY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0409.See file dsdata.txt to determine how the superseded data were derived.
 CY0409
 CY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA106703(NAD 83)
 CY0409_MARKER: DD = SURVEY DISK
 CY0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0409_SP_SET: CULVERT
 CY0409_STAMPING: 4173.60 2134+00.25
 CY0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0409
 CY0409  HISTORY     - Date     Condition        Report By
 CY0409  HISTORY     - UNK      MONUMENTED       AZHD
 CY0409  HISTORY     - 1952     GOOD             NGS
 CY0409  HISTORY     - 1979     GOOD             NGS
 CY0409
 CY0409                          STATION DESCRIPTION
 CY0409
 CY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0409'0.9 MI NE FROM WILLCOX.
 CY0409'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0409'WILLCOX, IN THE TOP OF AND IN THE CENTER OF THE SOUTHEAST CONCRETE
 CY0409'HEADWALL OF A CULVERT OVER A DRY WASH, AT HIGHWAY MILEPOST NUMBER 329,
 CY0409'20.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.0 FEET
 CY0409'SOUTHWEST OF MILEPOST NUMBER 329, 18.1 FEET NORTHEAST OF A CULVERT
 CY0409'SAFETY POST, 11.3 FEET SOUTHWEST OF THE NORTHEAST END OF THE CULVERT,
 CY0409'AND 0.5 FOOT HIGHER THAN THE HIGHWAY.
 CY0409
 CY0409                          STATION RECOVERY (1979)
 CY0409
 CY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0409'1.5 KILOMETERS (0.95 MILE) NORTHEAST ALONG BUSINESS ROUTE 10
 CY0409'(HASKELL AVENUE) FROM ITS INTERSECTION WITH MALEY STREET IN
 CY0409'WILLCOX, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL FOR A
 CY0409'DOUBLE BOX CULVERT, 6.0 METERS (19.7 FEET) SOUTHEAST OF THE
 CY0409'CENTERLINE OF THE ROAD AND 5.0 METERS (16.4 FEET) SOUTHWEST OF THE
 CY0409'BUSINESS ROUTE MILE POST 341.  NOTE--THE MARK HAS BEEN HIT AND
 CY0409'SCRAPED BY A GRADER, BUT THE MARK IS SOLID AND THE CONDITION IS
 CY0409'OTHERWISE GOOD.
 CY0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0367 ***********************************************************************
 DU0367  DESIGNATION -  2141
 DU0367  PID         -  DU0367
 DU0367  STATE/COUNTY-  AZ/GILA
 DU0367  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0367
 DU0367                         *CURRENT SURVEY CONTROL
 DU0367  ___________________________________________________________________
 DU0367* NAD 83(1986)-  33 40 18.     (N)    111 09 41.     (W)     SCALED    
 DU0367* NAVD 88     -       653.162  (meters)    2142.92   (feet)  ADJUSTED  
 DU0367  ___________________________________________________________________
 DU0367  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU0367  DYNAMIC HT  -         652.332 (meters)    2140.19  (feet)  COMP
 DU0367  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 DU0367
 DU0367  VERT ORDER  -  FIRST     CLASS II
 DU0367
 DU0367.The horizontal coordinates were scaled from a topographic map and have
 DU0367.an estimated accuracy of +/- 6 seconds.
 DU0367
 DU0367.The orthometric height was determined by differential leveling
 DU0367.and adjusted by the National Geodetic Survey in June 1991..
 DU0367
 DU0367.The geoid height was determined by GEOID03.
 DU0367
 DU0367.The dynamic height is computed by dividing the NAVD 88
 DU0367.geopotential number by the normal gravity value computed on the
 DU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0367.degrees latitude (g = 980.6199 gals.).
 DU0367
 DU0367.The modeled gravity was interpolated from observed gravity values.
 DU0367
 DU0367;                    North         East    Units  Estimated Accuracy
 DU0367;SPC AZ E     -   296,680.      121,120.      MT  (+/- 180 meters Scaled)
 DU0367
 DU0367                          SUPERSEDED SURVEY CONTROL
 DU0367
 DU0367  NGVD 29 (??/??/92)  652.572  (m)         2140.98   (f) ADJ UNCH    1 2
 DU0367
 DU0367.Superseded values are not recommended for survey control.
 DU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0367.See file dsdata.txt to determine how the superseded data were derived.
 DU0367
 DU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC850257(NAD 83)
 DU0367_MARKER: DD = SURVEY DISK
 DU0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0367_SP_SET: DAM
 DU0367_STAMPING: 2141
 DU0367_MARK LOGO: BOR   
 DU0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0367
 DU0367  HISTORY     - Date     Condition        Report By
 DU0367  HISTORY     - UNK      MONUMENTED       BOR
 DU0367  HISTORY     - 1948     GOOD             NGS
 DU0367  HISTORY     - 1979     GOOD             NGS
 DU0367  HISTORY     - 1983     GOOD             NGS
 DU0367
 DU0367                          STATION DESCRIPTION
 DU0367
 DU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0367'2.3 MI NW FROM ROOSEVELT.
 DU0367'2.3 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0367'OFFICE AT ROOSEVELT, GILA COUNTY, AT THE MIDPOINT OF ROOSEVELT DAM, ON
 DU0367'THE DOWNSTREAM SIDE OF THE DAM, 1 FOOT FROM THE CURB, AND LEVEL WITH
 DU0367'THE HIGHWAY.  A UNITED STATES RECLAMATION SERVICE STANDARD DISK,
 DU0367'STAMPED 2141.
 DU0367
 DU0367                          STATION RECOVERY (1979)
 DU0367
 DU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0367'RECOVERED IN GOOD CONDITION.
 DU0367
 DU0367                          STATION RECOVERY (1983)
 DU0367
 DU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0367'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0367'AT ROOSEVELT DAM, IN THE FLOOR AT THE CENTER OF ROOSEVELT DAM ON THE
 DU0367'DOWNSTREEM SIDE, 2.1 METERS (7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DU0367'DAM, 0.3 METER (1 FT) NORTHEAST OF THE SOUTHWEST CURB.
 DU0367'THE MARK IS ABOVE LEVEL WITH FLOOR OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0704 ***********************************************************************
 CZ0704  DESIGNATION -  2146.83
 CZ0704  PID         -  CZ0704
 CZ0704  STATE/COUNTY-  AZ/PIMA
 CZ0704  USGS QUAD   -  JAYNES (1992)
 CZ0704
 CZ0704                         *CURRENT SURVEY CONTROL
 CZ0704  ___________________________________________________________________
 CZ0704* NAD 83(1986)-  32 20 52.     (N)    111 05 52.     (W)     SCALED    
 CZ0704* NAVD 88     -       654.83   (+/-2cm)    2148.4    (feet)  VERTCON   
 CZ0704  ___________________________________________________________________
 CZ0704  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0704
 CZ0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0704
 CZ0704.The horizontal coordinates were scaled from a topographic map and have
 CZ0704.an estimated accuracy of +/- 6 seconds.
 CZ0704
 CZ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0704.The vertical order pertains to the NGVD 29 superseded value.
 CZ0704
 CZ0704.The geoid height was determined by GEOID03.
 CZ0704
 CZ0704;                    North         East    Units  Estimated Accuracy
 CZ0704;SPC AZ C     -   149,720.      290,440.      MT  (+/- 180 meters Scaled)
 CZ0704
 CZ0704                          SUPERSEDED SURVEY CONTROL
 CZ0704
 CZ0704  NGVD 29 (??/??/92)  654.176  (m)         2146.24   (f) ADJ UNCH    2 0
 CZ0704
 CZ0704.Superseded values are not recommended for survey control.
 CZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0704.See file dsdata.txt to determine how the superseded data were derived.
 CZ0704
 CZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907789(NAD 83)
 CZ0704_MARKER: DD = SURVEY DISK
 CZ0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0704_SP_SET: CATTLE GUARD
 CZ0704_STAMPING: 50+09.80 1948 2146.83
 CZ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0704
 CZ0704  HISTORY     - Date     Condition        Report By
 CZ0704  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0704  HISTORY     - 1951     GOOD             NGS
 CZ0704  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0704
 CZ0704                          STATION DESCRIPTION
 CZ0704
 CZ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0704'0.8 MI SW FROM CORTARO.
 CZ0704'0.8 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0704'AT CORTARO, 0.1 MILE NORTHEAST OF THE INTERSECTION OF SILVER BELL
 CZ0704'ROAD, AND SET IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL
 CZ0704'OF A CATTLE GUARD, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0704'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CZ0704
 CZ0704                          STATION RECOVERY (1997)
 CZ0704
 CZ0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0598 ***********************************************************************
 CZ0598  DESIGNATION -  2151.5
 CZ0598  PID         -  CZ0598
 CZ0598  STATE/COUNTY-  AZ/PIMA
 CZ0598  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0598
 CZ0598                         *CURRENT SURVEY CONTROL
 CZ0598  ___________________________________________________________________
 CZ0598* NAD 83(1986)-  32 26 42.     (N)    111 25 27.     (W)     SCALED    
 CZ0598* NAVD 88     -       656.31   (+/-2cm)    2153.2    (feet)  VERTCON   
 CZ0598  ___________________________________________________________________
 CZ0598  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0598
 CZ0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0598
 CZ0598.The horizontal coordinates were scaled from a topographic map and have
 CZ0598.an estimated accuracy of +/- 6 seconds.
 CZ0598
 CZ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0598.The vertical order pertains to the NGVD 29 superseded value.
 CZ0598
 CZ0598.The geoid height was determined by GEOID03.
 CZ0598
 CZ0598;                    North         East    Units  Estimated Accuracy
 CZ0598;SPC AZ C     -   160,320.      259,670.      MT  (+/- 180 meters Scaled)
 CZ0598
 CZ0598                          SUPERSEDED SURVEY CONTROL
 CZ0598
 CZ0598  NGVD 29 (??/??/92)  655.774  (m)         2151.49   (f) ADJ UNCH    2 0
 CZ0598
 CZ0598.Superseded values are not recommended for survey control.
 CZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0598.See file dsdata.txt to determine how the superseded data were derived.
 CZ0598
 CZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA601898(NAD 83)
 CZ0598_MARKER: Z = SEE DESCRIPTION
 CZ0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0598_SP_SET: TREE
 CZ0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0598
 CZ0598  HISTORY     - Date     Condition        Report By
 CZ0598  HISTORY     - UNK      MONUMENTED       USGS
 CZ0598  HISTORY     - 1952     GOOD             NGS
 CZ0598
 CZ0598                          STATION DESCRIPTION
 CZ0598
 CZ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0598'13.1 MI E FROM SILVER BELL.
 CZ0598'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0598'AT SILVER BELL, THENCE 6.2 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.3
 CZ0598'MILE NORTHEAST OF A ROAD LEADING SOUTHWEST TO CLAFLIN RANCH, AND SET
 CZ0598'IN THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE ABOUT 1 FOOT ABOVE
 CZ0598'THE GROUND, 2151.5 STAMPED ON A METAL TAG FASTENED TO THE TREE, 18
 CZ0598'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 140 1/2 FEET SOUTHWEST
 CZ0598'OF THE CENTER LINE OF THE ROAD AND A CATTLE GUARD, AND ABOUT 1 FOOT
 CZ0598'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0705 ***********************************************************************
 CZ0705  DESIGNATION -  2152.77=62+50.00
 CZ0705  PID         -  CZ0705
 CZ0705  STATE/COUNTY-  AZ/PIMA
 CZ0705  USGS QUAD   -  JAYNES (1992)
 CZ0705
 CZ0705                         *CURRENT SURVEY CONTROL
 CZ0705  ___________________________________________________________________
 CZ0705* NAD 83(1986)-  32 21 03.     (N)    111 05 37.     (W)     SCALED    
 CZ0705* NAVD 88     -       656.650  (meters)    2154.36   (feet)  ADJUSTED  
 CZ0705  ___________________________________________________________________
 CZ0705  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0705  DYNAMIC HT  -         655.768 (meters)    2151.47  (feet)  COMP
 CZ0705  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 CZ0705
 CZ0705  VERT ORDER  -  FIRST     CLASS II
 CZ0705
 CZ0705.The horizontal coordinates were scaled from a topographic map and have
 CZ0705.an estimated accuracy of +/- 6 seconds.
 CZ0705
 CZ0705.The orthometric height was determined by differential leveling
 CZ0705.and adjusted by the National Geodetic Survey in June 1991..
 CZ0705
 CZ0705.The geoid height was determined by GEOID03.
 CZ0705
 CZ0705.The dynamic height is computed by dividing the NAVD 88
 CZ0705.geopotential number by the normal gravity value computed on the
 CZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0705.degrees latitude (g = 980.6199 gals.).
 CZ0705
 CZ0705.The modeled gravity was interpolated from observed gravity values.
 CZ0705
 CZ0705;                    North         East    Units  Estimated Accuracy
 CZ0705;SPC AZ C     -   150,070.      290,830.      MT  (+/- 180 meters Scaled)
 CZ0705
 CZ0705                          SUPERSEDED SURVEY CONTROL
 CZ0705
 CZ0705.No superseded survey control is available for this station.
 CZ0705
 CZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911793(NAD 83)
 CZ0705_MARKER: DD = SURVEY DISK
 CZ0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0705_SP_SET: CURB
 CZ0705_STAMPING: 62+50.00 2152.77 1948
 CZ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0705
 CZ0705  HISTORY     - Date     Condition        Report By
 CZ0705  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0705  HISTORY     - 1951     GOOD             NGS
 CZ0705  HISTORY     - 1980     GOOD             NGS
 CZ0705  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0705
 CZ0705                          STATION DESCRIPTION
 CZ0705
 CZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0705'0.5 MI SW FROM CORTARO.
 CZ0705'0.55 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0705'CORTARO, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST SIDE-WALL
 CZ0705'AND CURBING OF A CONCRETE BRIDGE OVER THE SANTA CURZ RIVER, 16.8 FEET
 CZ0705'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE SIDE-WALL, 14
 CZ0705'1/2 FEET NORTHWEST OF THE CENTER LINE OF CORTARO ROAD, 0.8 FOOT HIGHER
 CZ0705'THAN THE ROAD.
 CZ0705
 CZ0705                          STATION RECOVERY (1980)
 CZ0705
 CZ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0705'RECOVERED IN GOOD CONDITION.
 CZ0705
 CZ0705                          STATION RECOVERY (1997)
 CZ0705
 CZ0705'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0703 ***********************************************************************
 CZ0703  DESIGNATION -  2152.77=65+02.00
 CZ0703  PID         -  CZ0703
 CZ0703  STATE/COUNTY-  AZ/PIMA
 CZ0703  USGS QUAD   -  JAYNES (1992)
 CZ0703
 CZ0703                         *CURRENT SURVEY CONTROL
 CZ0703  ___________________________________________________________________
 CZ0703* NAD 83(1986)-  32 21 02.     (N)    111 05 39.     (W)     SCALED    
 CZ0703* NAVD 88     -       656.584  (meters)    2154.14   (feet)  ADJUSTED  
 CZ0703  ___________________________________________________________________
 CZ0703  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0703  DYNAMIC HT  -         655.702 (meters)    2151.25  (feet)  COMP
 CZ0703  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 CZ0703
 CZ0703  VERT ORDER  -  FIRST     CLASS II
 CZ0703
 CZ0703.The horizontal coordinates were scaled from a topographic map and have
 CZ0703.an estimated accuracy of +/- 6 seconds.
 CZ0703
 CZ0703.The orthometric height was determined by differential leveling
 CZ0703.and adjusted by the National Geodetic Survey in June 1991..
 CZ0703
 CZ0703.The geoid height was determined by GEOID03.
 CZ0703
 CZ0703.The dynamic height is computed by dividing the NAVD 88
 CZ0703.geopotential number by the normal gravity value computed on the
 CZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0703.degrees latitude (g = 980.6199 gals.).
 CZ0703
 CZ0703.The modeled gravity was interpolated from observed gravity values.
 CZ0703
 CZ0703;                    North         East    Units  Estimated Accuracy
 CZ0703;SPC AZ C     -   150,030.      290,780.      MT  (+/- 180 meters Scaled)
 CZ0703
 CZ0703                          SUPERSEDED SURVEY CONTROL
 CZ0703
 CZ0703  NGVD 29 (??/??/92)  655.983  (m)         2152.17   (f) ADJ UNCH    1 2
 CZ0703
 CZ0703.Superseded values are not recommended for survey control.
 CZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0703.See file dsdata.txt to determine how the superseded data were derived.
 CZ0703
 CZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911792(NAD 83)
 CZ0703_MARKER: DD = SURVEY DISK
 CZ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0703_SP_SET: CURB
 CZ0703_STAMPING: 65+02.00 2152.77 1948
 CZ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0703
 CZ0703  HISTORY     - Date     Condition        Report By
 CZ0703  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0703  HISTORY     - 1951     GOOD             NGS
 CZ0703  HISTORY     - 1980     GOOD             NGS
 CZ0703  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0703
 CZ0703                          STATION DESCRIPTION
 CZ0703
 CZ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0703'0.5 MI SW FROM CORTARO.
 CZ0703'0.5 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT CORTARO,
 CZ0703'AND SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST SIDE WALL AND
 CZ0703'CURBING OF A CONCRETE BRIDGE OVER SANTA CRUZ RIVER, 16.8 FEET
 CZ0703'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE SIDE-WALL, 14
 CZ0703'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 CZ0703'HIGHER THAN THE ROAD.
 CZ0703
 CZ0703                          STATION RECOVERY (1980)
 CZ0703
 CZ0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0703'RECOVERED IN GOOD CONDITION.
 CZ0703
 CZ0703                          STATION RECOVERY (1997)
 CZ0703
 CZ0703'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0490 ***********************************************************************
 CZ0490  DESIGNATION -  215+50
 CZ0490  PID         -  CZ0490
 CZ0490  STATE/COUNTY-  AZ/PIMA
 CZ0490  USGS QUAD   -  MARANA (1992)
 CZ0490
 CZ0490                         *CURRENT SURVEY CONTROL
 CZ0490  ___________________________________________________________________
 CZ0490* NAD 83(1986)-  32 27 38.     (N)    111 12 46.     (W)     SCALED    
 CZ0490* NAVD 88     -       606.366  (meters)    1989.39   (feet)  ADJUSTED  
 CZ0490  ___________________________________________________________________
 CZ0490  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0490  DYNAMIC HT  -         605.567 (meters)    1986.76  (feet)  COMP
 CZ0490  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CZ0490
 CZ0490  VERT ORDER  -  FIRST     CLASS II
 CZ0490
 CZ0490.The horizontal coordinates were scaled from a topographic map and have
 CZ0490.an estimated accuracy of +/- 6 seconds.
 CZ0490
 CZ0490.The orthometric height was determined by differential leveling
 CZ0490.and adjusted by the National Geodetic Survey in June 1991..
 CZ0490
 CZ0490.The geoid height was determined by GEOID03.
 CZ0490
 CZ0490.The dynamic height is computed by dividing the NAVD 88
 CZ0490.geopotential number by the normal gravity value computed on the
 CZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0490.degrees latitude (g = 980.6199 gals.).
 CZ0490
 CZ0490.The modeled gravity was interpolated from observed gravity values.
 CZ0490
 CZ0490;                    North         East    Units  Estimated Accuracy
 CZ0490;SPC AZ C     -   162,150.      279,530.      MT  (+/- 180 meters Scaled)
 CZ0490
 CZ0490                          SUPERSEDED SURVEY CONTROL
 CZ0490
 CZ0490  NGVD 29 (??/??/92)  605.803  (m)         1987.54   (f) ADJ UNCH    1 2
 CZ0490
 CZ0490.Superseded values are not recommended for survey control.
 CZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0490.See file dsdata.txt to determine how the superseded data were derived.
 CZ0490
 CZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA800915(NAD 83)
 CZ0490_MARKER: DD = SURVEY DISK
 CZ0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0490_SP_SET: CULVERT
 CZ0490_STAMPING: 1987.92 215+50 1931
 CZ0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0490+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0490
 CZ0490  HISTORY     - Date     Condition        Report By
 CZ0490  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0490  HISTORY     - 1951     GOOD             NGS
 CZ0490  HISTORY     - 1960     GOOD             NGS
 CZ0490  HISTORY     - 1980     GOOD             NGS
 CZ0490  HISTORY     - 19960204 GOOD             USPSQD
 CZ0490  HISTORY     - 20041216 GOOD             NGS
 CZ0490
 CZ0490                          STATION DESCRIPTION
 CZ0490
 CZ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0490'0.2 MI NW FROM MARANA.
 CZ0490'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0490'RAILROAD FROM THE POST OFFICE AT MARANA AT RAILROAD MILEAGE NUMBER
 CZ0490'961.91, IN TOP OF THE CENTER OF A NORTHEAST CONCRETE HEADWALL OF A
 CZ0490'DOUBLE BOX TYPE HIGHWAY CULVERT, 16 1/2 FEET NORTHEAST OF THE CENTER
 CZ0490'LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1/2
 CZ0490'FOOT HIGHER THAN THE HIGHWAY.
 CZ0490
 CZ0490                          STATION RECOVERY (1960)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0490'RECOVERED IN GOOD CONDITION.
 CZ0490
 CZ0490                          STATION RECOVERY (1980)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0490'35.6 KILOMETERS (22.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0490'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE
 CZ0490'961.91, AT A FRONTAGE ROAD DOUBLE BOX CULVERT, SET IN TOP OF THE
 CZ0490'NORTHEAST HEADWALL, 2.85 METERS (9.3 FEET) NORTHWEST OF THE
 CZ0490'SOUTHEAST END, 51.2 METERS (167.9 FEET) NORTHWEST CENTERLINE OF A
 CZ0490'ASPHALT ROAD LEADING NORTHEAST ACROSS THE TRACKS, 34.5 METERS
 CZ0490'(113.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 5.0 METERS (16.4 FEET)
 CZ0490'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0490'THE MARK IS 0.1 M ABOVE THE FRONTAGE ROAD.
 CZ0490
 CZ0490                          STATION RECOVERY (1996)
 CZ0490
 CZ0490'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0490'RECOVERED IN GOOD CONDITION.
 CZ0490
 CZ0490                          STATION RECOVERY (2004)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0490'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0490'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0226 ***********************************************************************
 DB0226  DESIGNATION -  216
 DB0226  PID         -  DB0226
 DB0226  STATE/COUNTY-  AZ/YUMA
 DB0226  USGS QUAD   -  YUMA EAST (1994)
 DB0226
 DB0226                         *CURRENT SURVEY CONTROL
 DB0226  ___________________________________________________________________
 DB0226* NAD 83(1986)-  32 41 04.     (N)    114 33 51.     (W)     SCALED    
 DB0226* NAVD 88     -        66.79   (+/-2cm)     219.1    (feet)  VERTCON   
 DB0226  ___________________________________________________________________
 DB0226  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DB0226
 DB0226  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0226
 DB0226.The horizontal coordinates were scaled from a topographic map and have
 DB0226.an estimated accuracy of +/- 6 seconds.
 DB0226
 DB0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0226.The vertical order pertains to the NGVD 29 superseded value.
 DB0226
 DB0226.The geoid height was determined by GEOID03.
 DB0226
 DB0226;                    North         East    Units  Estimated Accuracy
 DB0226;SPC AZ W     -   187,060.      137,010.      MT  (+/- 180 meters Scaled)
 DB0226
 DB0226                          SUPERSEDED SURVEY CONTROL
 DB0226
 DB0226  NGVD 29 (??/??/??)   66.135  (m)          216.98   (f) ADJUSTED    1 2
 DB0226
 DB0226.Superseded values are not recommended for survey control.
 DB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0226.See file dsdata.txt to determine how the superseded data were derived.
 DB0226
 DB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS283189(NAD 83)
 DB0226_MARKER: P = PIPE CAP
 DB0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0226_STAMPING: 216
 DB0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0226
 DB0226  HISTORY     - Date     Condition        Report By
 DB0226  HISTORY     - UNK      MONUMENTED       USGS
 DB0226  HISTORY     - 1960     GOOD             NGS
 DB0226
 DB0226                          STATION DESCRIPTION
 DB0226
 DB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0226'4.3 MI SE FROM YUMA.
 DB0226'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0226'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE
 DB0226'SOUTH ON PAVED ROAD TO A POWER LINE, THENCE 1.2 MILES EASTERLY
 DB0226'ALONG POWER LINE ROAD, 48 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 DB0226'SOUTHWEST OF A PIPE WITH A METAL FLAG IN IT, A BRASS CAP SET
 DB0226'ON THE TOP OF A 3 1/2 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0028 ***********************************************************************
 CG0028  DESIGNATION -  216+24
 CG0028  PID         -  CG0028
 CG0028  STATE/COUNTY-  AZ/COCHISE
 CG0028  USGS QUAD   -  SAINT DAVID (1973)
 CG0028
 CG0028                         *CURRENT SURVEY CONTROL
 CG0028  ___________________________________________________________________
 CG0028* NAD 83(1986)-  31 58 39.     (N)    110 13 34.     (W)     SCALED    
 CG0028* NAVD 88     -      1151.345  (meters)    3777.37   (feet)  ADJUSTED  
 CG0028  ___________________________________________________________________
 CG0028  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0028  DYNAMIC HT  -        1149.622 (meters)    3771.72  (feet)  COMP
 CG0028  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0028
 CG0028  VERT ORDER  -  FIRST     CLASS II
 CG0028
 CG0028.The horizontal coordinates were scaled from a topographic map and have
 CG0028.an estimated accuracy of +/- 6 seconds.
 CG0028
 CG0028.The orthometric height was determined by differential leveling
 CG0028.and adjusted by the National Geodetic Survey in June 1991..
 CG0028
 CG0028.The geoid height was determined by GEOID03.
 CG0028
 CG0028.The dynamic height is computed by dividing the NAVD 88
 CG0028.geopotential number by the normal gravity value computed on the
 CG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0028.degrees latitude (g = 980.6199 gals.).
 CG0028
 CG0028.The modeled gravity was interpolated from observed gravity values.
 CG0028
 CG0028;                    North         East    Units  Estimated Accuracy
 CG0028;SPC AZ E     -   108,370.      207,740.      MT  (+/- 180 meters Scaled)
 CG0028
 CG0028                          SUPERSEDED SURVEY CONTROL
 CG0028
 CG0028  NGVD 29 (??/??/92) 1150.518  (m)         3774.66   (f) ADJ UNCH    1 2
 CG0028
 CG0028.Superseded values are not recommended for survey control.
 CG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0028.See file dsdata.txt to determine how the superseded data were derived.
 CG0028
 CG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA731382(NAD 83)
 CG0028_MARKER: DD = SURVEY DISK
 CG0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0028_SP_SET: BRIDGE
 CG0028_STAMPING: 216+24 3775.82 1940
 CG0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0028
 CG0028  HISTORY     - Date     Condition        Report By
 CG0028  HISTORY     - UNK      MONUMENTED       AZHD
 CG0028  HISTORY     - 1952     GOOD             NGS
 CG0028  HISTORY     - 1979     GOOD             NGS
 CG0028
 CG0028                          STATION DESCRIPTION
 CG0028
 CG0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0028'4.5 MI NE FROM BENSON.
 CG0028'4.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0028'THE STATION AT BENSON TO RAILROAD BRIDGE 1037.20, THENCE 0.05 MILE
 CG0028'NORTHWEST ALONG THE BANK OF A WASH TO THE LARGE HIGHWAY BRIDGE, IN TOP
 CG0028'OF THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF STATE HIGHWAY 86
 CG0028'BRIDGE, 361.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF BRIDGE 1037.20,
 CG0028'17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.7
 CG0028'FOOT HIGHER THAN THE HIGHWAY.
 CG0028
 CG0028                          STATION RECOVERY (1979)
 CG0028
 CG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0028'8.4 KILOMETERS (5.25 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0028'OCOTILLO STREET UNDERPASS AT BENSON, AT A FRONTAGE ROAD BRIDGE OVER A
 CG0028'DRY WASH, IN THE TOP CENTER OF THE SOUTHEAST CURB, 4.8 METERS (15.5
 CG0028'FEET) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 21.9 METERS
 CG0028'(72 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB.
 CG0028'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0237 ***********************************************************************
 DB0237  DESIGNATION -  216.455
 DB0237  PID         -  DB0237
 DB0237  STATE/COUNTY-  AZ/YUMA
 DB0237  USGS QUAD   -  YUMA EAST (1994)
 DB0237
 DB0237                         *CURRENT SURVEY CONTROL
 DB0237  ___________________________________________________________________
 DB0237* NAD 83(1992)-  32 40 18.89330(N)    114 30 46.60298(W)     ADJUSTED  
 DB0237* NAVD 88     -        66.66   (+/-2cm)     218.7    (feet)  VERTCON   
 DB0237  ___________________________________________________________________
 DB0237  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DB0237  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0237
 DB0237  HORZ ORDER  -  SECOND
 DB0237  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0237
 DB0237.The horizontal coordinates were established by classical geodetic methods
 DB0237.and adjusted by the National Geodetic Survey in August 1993..
 DB0237
 DB0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0237.The vertical order pertains to the NGVD 29 superseded value.
 DB0237
 DB0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0237
 DB0237.The geoid height was determined by GEOID03.
 DB0237
 DB0237;                    North         East     Units Scale Factor Converg.
 DB0237;SPC AZ W     -   185,633.407   141,801.480   MT  0.99999645   -0 24 42.8
 DB0237;SPC AZ W     -   609,033.49    465,227.95   iFT  0.99999645   -0 24 42.8
 DB0237;SPC CA 6     -   557,390.974 2,162,927.277   MT  1.00002041   +0 57 16.4
 DB0237;SPC CA 6     - 1,828,706.89  7,096,203.91   sFT  1.00002041   +0 57 16.4
 DB0237;UTM  11      - 3,617,649.817   733,217.132   MT  1.00027073   +1 20 35.5
 DB0237
 DB0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0237!SPC AZ W     -   0.99999485  x   0.99999645  =   0.99999130
 DB0237!SPC CA 6     -   0.99999485  x   1.00002041  =   1.00001526
 DB0237!UTM  11      -   0.99999485  x   1.00027073  =   1.00026558
 DB0237
 DB0237                          SUPERSEDED SURVEY CONTROL
 DB0237
 DB0237  NAD 83(1986)-  32 40 18.90209(N)    114 30 46.61216(W) AD(       ) 2
 DB0237  NAD 27      -  32 40 18.73370(N)    114 30 43.79640(W) AD(       ) 2
 DB0237  NGVD 29 (??/??/??)   65.997  (m)          216.53   (f) ADJUSTED    1 2
 DB0237
 DB0237.Superseded values are not recommended for survey control.
 DB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0237.See file dsdata.txt to determine how the superseded data were derived.
 DB0237
 DB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3321717650(NAD 83)
 DB0237_MARKER: DD = SURVEY DISK
 DB0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0237_SP_SET: CANAL
 DB0237_STAMPING: 216.455
 DB0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0237
 DB0237  HISTORY     - Date     Condition        Report By
 DB0237  HISTORY     - 1960     MONUMENTED       BOR
 DB0237  HISTORY     - 1960     GOOD             NGS
 DB0237  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0237  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0237
 DB0237                          STATION DESCRIPTION
 DB0237
 DB0237'DESCRIBED BY US BUREAU OF RECLAMATION 1960
 DB0237'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0237'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0237'AND GO 0.45 MILE TO HIGHWAY MILE POLE 11 AND A SIDE ROAD LEFT.
 DB0237'TURN LEFT, NORTH, ALONG THE EAST SIDE OF A CANAL AND GO 0.15
 DB0237'MILE TO A EAST-WEST CANAL AND THE STATION ON THE LEFT.
 DB0237'
 DB0237'THE U.S. BUREAU OF RECLAMATION MARK, STAMPED 216.455, IS A
 DB0237'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 DB0237'CONCRETE BANK OF THE NORTH-SOUTH CANAL, 3.3 FEET SOUTH OF THE
 DB0237'SOUTH BANK OF THE EAST-WEST CANAL AND ABOUT 1 FOOT LOWER THAN
 DB0237'THE STATION.
 DB0237'
 DB0237'2 WHEEL DRIVE
 DB0237
 DB0237                          STATION RECOVERY (1960)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0237'0.8 MI E FROM ARABY.
 DB0237'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0237'ON CANAL ROAD, 36.68 FEET WEST OF ARABY 1960, 3.3 FEET SOUTH OF
 DB0237'THE SOUTH BANK OF A EAST-WEST CANAL, SET IN A DRILL HOLE IN THE
 DB0237'EAST BANK OF A NORTH SOUTH CANAL.
 DB0237
 DB0237                          STATION RECOVERY (1981)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0237'SEARCHED FOR BUT NOT RECOVERED, NOTE-THE DESCRIBED HEADWALL IS COVERED
 DB0237'WITH BOARDS AND CRACKED BADLY.
 DB0237
 DB0237                          STATION RECOVERY (1981)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0237'SEARCHED FOR BUT NOT RECOVERED, NOTE-THE DESCRIBED HEADWALL IS COVERED
 DB0237'WITH BOARDS AND CRACKED BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0078 ***********************************************************************
 FS0078  DESIGNATION -  2165.03
 FS0078  PID         -  FS0078
 FS0078  STATE/COUNTY-  AZ/MOHAVE
 FS0078  USGS QUAD   -  MOUNT WILSON (1989)
 FS0078
 FS0078                         *CURRENT SURVEY CONTROL
 FS0078  ___________________________________________________________________
 FS0078* NAD 83(1986)-  35 54 37.     (N)    114 37 20.     (W)     SCALED    
 FS0078* NAVD 88     -       659.943  (meters)    2165.16   (feet)  POSTED    
 FS0078  ___________________________________________________________________
 FS0078  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0078  DYNAMIC HT  -         659.270 (meters)    2162.95  (feet)  COMP
 FS0078  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 FS0078
 FS0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0078
 FS0078.The horizontal coordinates were scaled from a topographic map and have
 FS0078.an estimated accuracy of +/- 6 seconds.
 FS0078
 FS0078.The orthometric height was determined by differential leveling
 FS0078.and adjusted by the National Geodetic Survey in 1992..
 FS0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0078.rate of 0.0 thru 1.0 mm/km.
 FS0078
 FS0078.The geoid height was determined by GEOID03.
 FS0078
 FS0078.The dynamic height is computed by dividing the NAVD 88
 FS0078.geopotential number by the normal gravity value computed on the
 FS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0078.degrees latitude (g = 980.6199 gals.).
 FS0078
 FS0078.The modeled gravity was interpolated from observed gravity values.
 FS0078
 FS0078;                    North         East    Units  Estimated Accuracy
 FS0078;SPC AZ W     -   544,930.      134,630.      MT  (+/- 180 meters Scaled)
 FS0078
 FS0078                          SUPERSEDED SURVEY CONTROL
 FS0078
 FS0078  NGVD 29 (??/??/92)  659.237  (m)         2162.85   (f) ADJ UNCH    1 1
 FS0078
 FS0078.Superseded values are not recommended for survey control.
 FS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0078.See file dsdata.txt to determine how the superseded data were derived.
 FS0078
 FS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV145766(NAD 83)
 FS0078_MARKER: DD = SURVEY DISK
 FS0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0078_SP_SET: CULVERT
 FS0078_STAMPING: 2165.03
 FS0078_MARK LOGO: BPR   
 FS0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0078
 FS0078  HISTORY     - Date     Condition        Report By
 FS0078  HISTORY     - UNK      MONUMENTED       BPR
 FS0078  HISTORY     - 1950     GOOD             NGS
 FS0078  HISTORY     - 1963     GOOD             NGS
 FS0078  HISTORY     - 1981     GOOD             NGS
 FS0078  HISTORY     - 19870519 GOOD             USPSQD
 FS0078
 FS0078                          STATION DESCRIPTION
 FS0078
 FS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0078'11 MI SE FROM HOOVER DAM.
 FS0078'11.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0078'(ARIZONA) END OF HOOVER DAM, 0.05 MILE SOUTHEAST OF MILEPOST 11,
 FS0078'AT THE SOUTHEAST END OF A CUT THROUGH A ROCKY RIDGE, AT A 6- BY
 FS0078'8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF
 FS0078'THE NORTHEAST HEAD WALL, 14.2 FEET NORTHEAST OF THE CENTER LINE
 FS0078'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0078
 FS0078                          STATION RECOVERY (1963)
 FS0078
 FS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0078'RECOVERED IN GOOD CONDITION.
 FS0078
 FS0078                          STATION RECOVERY (1981)
 FS0078
 FS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0078'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0078'OF HOOVER DAM, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG THE OLD
 FS0078'HIGHWAY, AT THE SOUTHEAST END OF A CUT THROUGH A ROCKY RIDGE, IN TOP
 FS0078'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 6 BY 8 FOOT BOX
 FS0078'CULVERT, 4.3 METERS (14.2 FT) NORTHEAST OF THE CENTER OF THE OLD
 FS0078'HIGHWAY.
 FS0078'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0078
 FS0078                          STATION RECOVERY (1987)
 FS0078
 FS0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0290 ***********************************************************************
 CZ0290  DESIGNATION -  2169
 CZ0290  PID         -  CZ0290
 CZ0290  STATE/COUNTY-  AZ/PINAL
 CZ0290  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0290
 CZ0290                         *CURRENT SURVEY CONTROL
 CZ0290  ___________________________________________________________________
 CZ0290* NAD 83(1986)-  32 50 17.     (N)    110 43 12.     (W)     SCALED    
 CZ0290* NAVD 88     -       665.34   (+/-2cm)    2182.9    (feet)  VERTCON   
 CZ0290  ___________________________________________________________________
 CZ0290  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CZ0290
 CZ0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0290
 CZ0290.The horizontal coordinates were scaled from a topographic map and have
 CZ0290.an estimated accuracy of +/- 6 seconds.
 CZ0290
 CZ0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0290.The vertical order pertains to the NGVD 29 superseded value.
 CZ0290
 CZ0290.The geoid height was determined by GEOID03.
 CZ0290
 CZ0290;                    North         East    Units  Estimated Accuracy
 CZ0290;SPC AZ C     -   204,430.      325,390.      MT  (+/- 180 meters Scaled)
 CZ0290
 CZ0290                          SUPERSEDED SURVEY CONTROL
 CZ0290
 CZ0290  NGVD 29 (??/??/92)  664.713  (m)         2180.81   (f) ADJ UNCH    2 0
 CZ0290
 CZ0290.Superseded values are not recommended for survey control.
 CZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0290.See file dsdata.txt to determine how the superseded data were derived.
 CZ0290
 CZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB262333(NAD 83)
 CZ0290_MARKER: P = PIPE CAP
 CZ0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0290_STAMPING: 2169 NOGLS
 CZ0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0290
 CZ0290  HISTORY     - Date     Condition        Report By
 CZ0290  HISTORY     - UNK      MONUMENTED       USGS
 CZ0290  HISTORY     - 1934     GOOD             NGS
 CZ0290
 CZ0290                          STATION DESCRIPTION
 CZ0290
 CZ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0290'9.9 MI NW FROM MOMMOTH.
 CZ0290'9.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0290'TO A POINT OPPOSITE BARKER RANCH, THENCE 0.5 MILE WEST.  400 YARDS
 CZ0290'WEST OF SAN PEDRO RIVER ALONG A LARGE ARROYO LEADING FROM PUTNAM
 CZ0290'CANYON, ON AN OLD ABANDONED WAGON ROAD LEADING INTO THE NORTH BANK OF
 CZ0290'THE ARROYO AT A POINT 85 YARDS EAST OF A FENCE ACROSS THE ARROYO, 37
 CZ0290'YARDS NORTH OF THE BANK, AND 20 FEET WEST OF THE CENTERLINE OF THE
 CZ0290'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2169
 CZ0290'NOGLS AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 7
 CZ0290'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1458 ***********************************************************************
 CZ1458  DESIGNATION -  217
 CZ1458  PID         -  CZ1458
 CZ1458  STATE/COUNTY-  AZ/PINAL
 CZ1458  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1458
 CZ1458                         *CURRENT SURVEY CONTROL
 CZ1458  ___________________________________________________________________
 CZ1458* NAD 83(1986)-  32 40 17.     (N)    111 25 39.     (W)     SCALED    
 CZ1458* NAVD 88     -       529.164  (meters)    1736.10   (feet)  ADJUSTED  
 CZ1458  ___________________________________________________________________
 CZ1458  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1458  DYNAMIC HT  -         528.492 (meters)    1733.89  (feet)  COMP
 CZ1458  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 CZ1458  OBS GRAVITY -     979,353.9   (mgal)                       GRAV_OBS
 CZ1458
 CZ1458  VERT ORDER  -  FIRST     CLASS II
 CZ1458
 CZ1458.The horizontal coordinates were scaled from a topographic map and have
 CZ1458.an estimated accuracy of +/- 6 seconds.
 CZ1458
 CZ1458.The orthometric height was determined by differential leveling
 CZ1458.and adjusted by the National Geodetic Survey in November 1993..
 CZ1458
 CZ1458.The geoid height was determined by GEOID03.
 CZ1458
 CZ1458.The dynamic height is computed by dividing the NAVD 88
 CZ1458.geopotential number by the normal gravity value computed on the
 CZ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1458.degrees latitude (g = 980.6199 gals.).
 CZ1458
 CZ1458.The modeled gravity was interpolated from observed gravity values.
 CZ1458.The observed gravity was obtained from relative gravimeter ties
 CZ1458.to the IGSN71 gravity network.
 CZ1458
 CZ1458;                    North         East    Units  Estimated Accuracy
 CZ1458;SPC AZ C     -   185,420.      259,240.      MT  (+/- 180 meters Scaled)
 CZ1458
 CZ1458                          SUPERSEDED SURVEY CONTROL
 CZ1458
 CZ1458  NAVD 88 (06/15/91)  529.248  (m)         1736.37   (f) UNKNOWN     1 2
 CZ1458
 CZ1458.Superseded values are not recommended for survey control.
 CZ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1458.See file dsdata.txt to determine how the superseded data were derived.
 CZ1458
 CZ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599149(NAD 83)
 CZ1458_MARKER: DD = SURVEY DISK
 CZ1458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1458_SP_SET: HEADWALL
 CZ1458_STAMPING: 217
 CZ1458_MARK LOGO: AZDT  
 CZ1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1458+STABILITY: SURFACE MOTION
 CZ1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1458+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1458
 CZ1458  HISTORY     - Date     Condition        Report By
 CZ1458  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1458  HISTORY     - 1980     GOOD             NGS
 CZ1458  HISTORY     - 1984     GOOD             NGS
 CZ1458  HISTORY     - 19911205 GOOD             NGS
 CZ1458
 CZ1458                          STATION DESCRIPTION
 CZ1458
 CZ1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1458'38.3 KM SE FROM CASA GRANDE.
 CZ1458'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CZ1458'38.3 KILOMETERS (23.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1458'RAILROAD FROM THE STATION AT CASA GRANDE, AT RAILROAD MILEAGE 942.53,
 CZ1458'AT A 2-CHANNEL BOX CULVERT UNDER INTERSTATE 10, IN THE TOP AND CENTER
 CZ1458'OF THE NORTHEAST HEADWALL, 12.6 METERS (42 FEET) NORTHEAST OF THE
 CZ1458'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 57.4 METERS (188 FEET)
 CZ1458'SOUTHWEST OF AND ACROSS A FRONTAGE ROAD FROM THE SOUTHWEST RAIL OF
 CZ1458'THE TRACKS AND 2.2 METERS (7.2 FEET) NORTHWEST OF THE SOUTHEAST
 CZ1458'END OF THE HEADWALL.
 CZ1458
 CZ1458                          STATION RECOVERY (1984)
 CZ1458
 CZ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1458'RECOVERED IN GOOD CONDITION.
 CZ1458
 CZ1458                          STATION RECOVERY (1991)
 CZ1458
 CZ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1458'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1458'POST OFFICE IN PICACHO, IN TOP OF AND 2.0 M (6.6 FT) SOUTHEAST OF THE
 CZ1458'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, 18.3 M
 CZ1458'(60.0 FT) SOUTHWEST OF THE ROAD CENTERLINE, 12.5 M (41.0 FT)
 CZ1458'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 CZ1458'HIGHWAY 10, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0954 ***********************************************************************
 DV0954  DESIGNATION -  2171
 DV0954  PID         -  DV0954
 DV0954  STATE/COUNTY-  AZ/MARICOPA
 DV0954  USGS QUAD   -  VULTURE PEAK (1990)
 DV0954
 DV0954                         *CURRENT SURVEY CONTROL
 DV0954  ___________________________________________________________________
 DV0954* NAD 83(1986)-  33 58 58.     (N)    112 46 33.     (W)     SCALED    
 DV0954* NAVD 88     -       664.752  (meters)    2180.94   (feet)  POSTED    
 DV0954  ___________________________________________________________________
 DV0954  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0954  DYNAMIC HT  -         663.940 (meters)    2178.28  (feet)  COMP
 DV0954  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 DV0954
 DV0954  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0954
 DV0954.The horizontal coordinates were scaled from a topographic map and have
 DV0954.an estimated accuracy of +/- 6 seconds.
 DV0954
 DV0954.The orthometric height was determined by differential leveling
 DV0954.and adjusted by the National Geodetic Survey in November 2005..
 DV0954.No vertical observational check was made to the station.
 DV0954.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0954.was located on a no-check spur therefore a value was not computed.
 DV0954
 DV0954.The geoid height was determined by GEOID03.
 DV0954
 DV0954.The dynamic height is computed by dividing the NAVD 88
 DV0954.geopotential number by the normal gravity value computed on the
 DV0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0954.degrees latitude (g = 980.6199 gals.).
 DV0954
 DV0954.The modeled gravity was interpolated from observed gravity values.
 DV0954
 DV0954;                    North         East    Units  Estimated Accuracy
 DV0954;SPC AZ C     -   331,080.      133,980.      MT  (+/- 180 meters Scaled)
 DV0954
 DV0954                          SUPERSEDED SURVEY CONTROL
 DV0954
 DV0954  NGVD 29 (??/??/92)  664.169  (m)         2179.03   (f) ADJ UNCH    2 0
 DV0954
 DV0954.Superseded values are not recommended for survey control.
 DV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0954.See file dsdata.txt to determine how the superseded data were derived.
 DV0954
 DV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC359616(NAD 83)
 DV0954_MARKER: P = PIPE CAP
 DV0954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0954_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0954_STAMPING: 2171 PHNX
 DV0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0954
 DV0954  HISTORY     - Date     Condition        Report By
 DV0954  HISTORY     - UNK      MONUMENTED       USGS
 DV0954  HISTORY     - 1939     GOOD             NGS
 DV0954
 DV0954                          STATION DESCRIPTION
 DV0954
 DV0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0954'2.4 MI SE FROM MATTHIE JUNCTION.
 DV0954'IN MARICOPA COUNTY, 2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND
 DV0954'SANTA FE RAILWAY FROM MATTHIE JUNCTION, YAVAPAI COUNTY, AT THE
 DV0954'MARICOPA YAVAPAI COUNTY LINE, 700 FEET SOUTHEAST OF MILEPOST 137, 200
 DV0954'FEET WEST OF CULVERT A 138, ON A LOW FLAT, AND 95 FEET SOUTH OF THE
 DV0954'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DV0954'CAP, STAMPED 2171 PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 DV0954'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0706 ***********************************************************************
 CZ0706  DESIGNATION -  2172.21
 CZ0706  PID         -  CZ0706
 CZ0706  STATE/COUNTY-  AZ/PIMA
 CZ0706  USGS QUAD   -  JAYNES (1992)
 CZ0706
 CZ0706                         *CURRENT SURVEY CONTROL
 CZ0706  ___________________________________________________________________
 CZ0706* NAD 83(1986)-  32 20 43.     (N)    111 06 03.     (W)     SCALED    
 CZ0706* NAVD 88     -       662.57   (+/-2cm)    2173.8    (feet)  VERTCON   
 CZ0706  ___________________________________________________________________
 CZ0706  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0706
 CZ0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0706
 CZ0706.The horizontal coordinates were scaled from a topographic map and have
 CZ0706.an estimated accuracy of +/- 6 seconds.
 CZ0706
 CZ0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0706.The vertical order pertains to the NGVD 29 superseded value.
 CZ0706
 CZ0706.The geoid height was determined by GEOID03.
 CZ0706
 CZ0706;                    North         East    Units  Estimated Accuracy
 CZ0706;SPC AZ C     -   149,440.      290,150.      MT  (+/- 180 meters Scaled)
 CZ0706
 CZ0706                          SUPERSEDED SURVEY CONTROL
 CZ0706
 CZ0706  NGVD 29 (??/??/92)  661.918  (m)         2171.64   (f) ADJ UNCH    2 0
 CZ0706
 CZ0706.Superseded values are not recommended for survey control.
 CZ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0706.See file dsdata.txt to determine how the superseded data were derived.
 CZ0706
 CZ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA905787(NAD 83)
 CZ0706_MARKER: DD = SURVEY DISK
 CZ0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0706_SP_SET: CULVERT
 CZ0706_STAMPING: 34+70 2172.21 1948
 CZ0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0706
 CZ0706  HISTORY     - Date     Condition        Report By
 CZ0706  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0706  HISTORY     - 1951     GOOD             NGS
 CZ0706  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0706
 CZ0706                          STATION DESCRIPTION
 CZ0706
 CZ0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0706'1.1 MI SW FROM CORTARO.
 CZ0706'1.1 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0706'CORTARO, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CZ0706'CULVERT, 0.2 MILE SOUTHWEST OF THE INTERSECTION OF SILVER BELL ROAD,
 CZ0706'134 FEET WEST OF THE SOUTHWEST ONE OF TWO POWER LINE POLES NUMBER
 CZ0706'112-8, 14 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO ROAD.
 CZ0706
 CZ0706                          STATION RECOVERY (1997)
 CZ0706
 CZ0706'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0035 ***********************************************************************
 DA0035  DESIGNATION -  2172.3
 DA0035  PID         -  DA0035
 DA0035  STATE/COUNTY-  AZ/PINAL
 DA0035  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0035
 DA0035                         *CURRENT SURVEY CONTROL
 DA0035  ___________________________________________________________________
 DA0035* NAD 83(1986)-  32 37 23.     (N)    112 08 45.     (W)     SCALED    
 DA0035* NAVD 88     -       662.74   (+/-2cm)    2174.3    (feet)  VERTCON   
 DA0035  ___________________________________________________________________
 DA0035  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0035
 DA0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0035
 DA0035.The horizontal coordinates were scaled from a topographic map and have
 DA0035.an estimated accuracy of +/- 6 seconds.
 DA0035
 DA0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0035.The vertical order pertains to the NGVD 29 superseded value.
 DA0035
 DA0035.The geoid height was determined by GEOID03.
 DA0035
 DA0035;                    North         East    Units  Estimated Accuracy
 DA0035;SPC AZ C     -   179,980.      191,860.      MT  (+/- 180 meters Scaled)
 DA0035
 DA0035                          SUPERSEDED SURVEY CONTROL
 DA0035
 DA0035  NGVD 29 (??/??/92)  662.068  (m)         2172.13   (f) ADJ UNCH    2 0
 DA0035
 DA0035.Superseded values are not recommended for survey control.
 DA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0035.See file dsdata.txt to determine how the superseded data were derived.
 DA0035
 DA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB925100(NAD 83)
 DA0035_MARKER: B = BOLT
 DA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0035+STABILITY: SURFACE MOTION
 DA0035
 DA0035  HISTORY     - Date     Condition        Report By
 DA0035  HISTORY     - UNK      MONUMENTED       USGS
 DA0035  HISTORY     - 1952     GOOD             NGS
 DA0035
 DA0035                          STATION DESCRIPTION
 DA0035
 DA0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0035'2.2 MI W FROM BITTER WELL.
 DA0035'2.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, 0.4
 DA0035'MILE WEST OF A SUMMIT, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DA0035'ROAD, 6 FEET NORTH OF A 3 1/2 FEET CAIRN, (HIGH), AN IRON BOLT IN THE
 DA0035'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 DA0035'2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0092 ***********************************************************************
 EU0092  DESIGNATION -  2175.54
 EU0092  PID         -  EU0092
 EU0092  STATE/COUNTY-  AZ/MOHAVE
 EU0092  USGS QUAD   -  YUCCA NW (1970)
 EU0092
 EU0092                         *CURRENT SURVEY CONTROL
 EU0092  ___________________________________________________________________
 EU0092* NAD 83(1986)-  34 57 49.     (N)    114 08 36.     (W)     SCALED    
 EU0092* NAVD 88     -       663.765  (meters)    2177.70   (feet)  ADJUSTED  
 EU0092  ___________________________________________________________________
 EU0092  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0092  DYNAMIC HT  -         663.018 (meters)    2175.25  (feet)  COMP
 EU0092  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 EU0092
 EU0092  VERT ORDER  -  FIRST     CLASS II
 EU0092
 EU0092.The horizontal coordinates were scaled from a topographic map and have
 EU0092.an estimated accuracy of +/- 6 seconds.
 EU0092
 EU0092.The orthometric height was determined by differential leveling
 EU0092.and adjusted by the National Geodetic Survey in June 1991..
 EU0092
 EU0092.The geoid height was determined by GEOID03.
 EU0092
 EU0092.The dynamic height is computed by dividing the NAVD 88
 EU0092.geopotential number by the normal gravity value computed on the
 EU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0092.degrees latitude (g = 980.6199 gals.).
 EU0092
 EU0092.The modeled gravity was interpolated from observed gravity values.
 EU0092
 EU0092;                    North         East    Units  Estimated Accuracy
 EU0092;SPC AZ W     -   439,620.      177,440.      MT  (+/- 180 meters Scaled)
 EU0092
 EU0092                          SUPERSEDED SURVEY CONTROL
 EU0092
 EU0092  NGVD 29 (??/??/??)  663.033  (m)         2175.30   (f) ADJUSTED    1 2
 EU0092
 EU0092.Superseded values are not recommended for survey control.
 EU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0092.See file dsdata.txt to determine how the superseded data were derived.
 EU0092
 EU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608727(NAD 83)
 EU0092_MARKER: DD = SURVEY DISK
 EU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0092_SP_SET: BRIDGE CURB
 EU0092_STAMPING: 2175.54 1696-3150 1951
 EU0092_MARK LOGO: AZHD  
 EU0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0092
 EU0092  HISTORY     - Date     Condition        Report By
 EU0092  HISTORY     - 1951     MONUMENTED       AZHD
 EU0092  HISTORY     - 1961     GOOD             NGS
 EU0092  HISTORY     - 1981     GOOD             NGS
 EU0092
 EU0092                          STATION DESCRIPTION
 EU0092
 EU0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0092'7 MI NE FROM YUCCA.
 EU0092'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0092'THENCE 6.65 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP OF
 EU0092'THE NORTH END OF THE EAST CURB OF A 150 FOOT CONCRETE BRIDGE OVER
 EU0092'WALNUT CREEK, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 EU0092'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0092
 EU0092                          STATION RECOVERY (1981)
 EU0092
 EU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0092'11.65 KM (7.25 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0092'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 EU0092'WALNUT CREEK, IN TOP OF THE NORTH END OF THE EAST CURB, 4.6 METERS
 EU0092'(15 FT) EAST OF THE CENTERLINE OF THE EAST LANES.
 EU0092'THE MARK IS 0.3 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0029 ***********************************************************************
 CG0029  DESIGNATION -  217+61
 CG0029  PID         -  CG0029
 CG0029  STATE/COUNTY-  AZ/COCHISE
 CG0029  USGS QUAD   -  SAINT DAVID (1973)
 CG0029
 CG0029                         *CURRENT SURVEY CONTROL
 CG0029  ___________________________________________________________________
 CG0029* NAD 83(1986)-  31 58 40.     (N)    110 13 34.     (W)     SCALED    
 CG0029* NAVD 88     -      1151.550  (meters)    3778.04   (feet)  ADJUSTED  
 CG0029  ___________________________________________________________________
 CG0029  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0029  DYNAMIC HT  -        1149.826 (meters)    3772.39  (feet)  COMP
 CG0029  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0029
 CG0029  VERT ORDER  -  FIRST     CLASS II
 CG0029
 CG0029.The horizontal coordinates were scaled from a topographic map and have
 CG0029.an estimated accuracy of +/- 6 seconds.
 CG0029
 CG0029.The orthometric height was determined by differential leveling
 CG0029.and adjusted by the National Geodetic Survey in June 1991..
 CG0029
 CG0029.The geoid height was determined by GEOID03.
 CG0029
 CG0029.The dynamic height is computed by dividing the NAVD 88
 CG0029.geopotential number by the normal gravity value computed on the
 CG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0029.degrees latitude (g = 980.6199 gals.).
 CG0029
 CG0029.The modeled gravity was interpolated from observed gravity values.
 CG0029
 CG0029;                    North         East    Units  Estimated Accuracy
 CG0029;SPC AZ E     -   108,410.      207,740.      MT  (+/- 180 meters Scaled)
 CG0029
 CG0029                          SUPERSEDED SURVEY CONTROL
 CG0029
 CG0029  NGVD 29 (??/??/92) 1150.790  (m)         3775.55   (f) ADJ UNCH    1 2
 CG0029
 CG0029.Superseded values are not recommended for survey control.
 CG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0029.See file dsdata.txt to determine how the superseded data were derived.
 CG0029
 CG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA731382(NAD 83)
 CG0029_MARKER: DD = SURVEY DISK
 CG0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0029_SP_SET: BRIDGE
 CG0029_STAMPING: 217+61 3776.49 1940
 CG0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0029
 CG0029  HISTORY     - Date     Condition        Report By
 CG0029  HISTORY     - 1940     MONUMENTED       AZHD
 CG0029  HISTORY     - 1952     GOOD             NGS
 CG0029  HISTORY     - 1979     GOOD             NGS
 CG0029
 CG0029                          STATION DESCRIPTION
 CG0029
 CG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0029'4.5 MI NE FROM BENSON.
 CG0029'4.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0029'THE STATION AT BENSON TO RAILROAD BRIDGE 1037.20, THENCE 0.05 MILE
 CG0029'NORTHWEST ALONG THE BANK OF A WASH TO THE LARGE HIGHWAY BRIDGE, IN TOP
 CG0029'OF THE CENTER OF THE NORTHWEST CONCRETE HEADWALL OF STATE HIGHWAY 86
 CG0029'BRIDGE, 37.4 FEET NORTHWEST OF BENCH MARK 216+24 (AHD), 17.0 FEET
 CG0029'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 0.7 FOOT HIGHER
 CG0029'THAN THE HIGHWAY.
 CG0029
 CG0029                          STATION RECOVERY (1979)
 CG0029
 CG0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0029'8.4 KILOMETERS (5.25 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0029'OCOTILLO STREET UNDERPASS AT BENSON, AT A FRONTAGE ROAD BRIDGE OVER
 CG0029'ADAMS PEAK WASH, IN THE TOP CENTER OF THE NORTHWEST CURB, 0.5
 CG0029'KILOMETER (0.3 MILE) SOUTHWEST OF MILE POST 310, 5.8 METERS (19 FEET)
 CG0029'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 21.9 METERS
 CG0029'(72 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB.
 CG0029'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0600 ***********************************************************************
 CZ0600  DESIGNATION -  2184.0
 CZ0600  PID         -  CZ0600
 CZ0600  STATE/COUNTY-  AZ/PIMA
 CZ0600  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0600
 CZ0600                         *CURRENT SURVEY CONTROL
 CZ0600  ___________________________________________________________________
 CZ0600* NAD 83(1986)-  32 26 58.     (N)    111 26 06.     (W)     SCALED    
 CZ0600* NAVD 88     -       666.21   (+/-2cm)    2185.7    (feet)  VERTCON   
 CZ0600  ___________________________________________________________________
 CZ0600  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0600
 CZ0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0600
 CZ0600.The horizontal coordinates were scaled from a topographic map and have
 CZ0600.an estimated accuracy of +/- 6 seconds.
 CZ0600
 CZ0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0600.The vertical order pertains to the NGVD 29 superseded value.
 CZ0600
 CZ0600.The geoid height was determined by GEOID03.
 CZ0600
 CZ0600;                    North         East    Units  Estimated Accuracy
 CZ0600;SPC AZ C     -   160,800.      258,650.      MT  (+/- 180 meters Scaled)
 CZ0600
 CZ0600                          SUPERSEDED SURVEY CONTROL
 CZ0600
 CZ0600  NGVD 29 (??/??/92)  665.673  (m)         2183.96   (f) ADJ UNCH    2 0
 CZ0600
 CZ0600.Superseded values are not recommended for survey control.
 CZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0600.See file dsdata.txt to determine how the superseded data were derived.
 CZ0600
 CZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA591903(NAD 83)
 CZ0600_MARKER: Z = SEE DESCRIPTION
 CZ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0600_SP_SET: TREE
 CZ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0600
 CZ0600  HISTORY     - Date     Condition        Report By
 CZ0600  HISTORY     - UNK      MONUMENTED       USGS
 CZ0600  HISTORY     - 1951     GOOD             NGS
 CZ0600
 CZ0600                          STATION DESCRIPTION
 CZ0600
 CZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0600'12.3 MI E FROM SILVER BELL.
 CZ0600'6.9 MILES NORTHEAST ALONG A GRAVEL FROM THE CEMETERY AT SILVER BELL
 CZ0600'THENCE 5.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.2 MILE NORTH OF A
 CZ0600'TRACK ROAD LEADING WEST, 0.1 MILE SOUTHEAST OF A TRACK ROAD LEADING
 CZ0600'EAST TO A BUILDING, AND SET IN THE TOP OF A SAWED OFF LIMB OF A PALO
 CZ0600'VERDE TREE, ABOUT 1 FOOT ABOVE THE GROUND, REF. MARK 2184.0 STAMPED ON
 CZ0600'A METAL TAG FASTENED TO THE TREE, 48.9 FEET WEST OF AND ACROSS THE
 CZ0600'ROAD FROM H 94 (USCGS), 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CZ0600'AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1568 ***********************************************************************
 DV1568  DESIGNATION -  22 A
 DV1568  PID         -  DV1568
 DV1568  STATE/COUNTY-  AZ/LA PAZ
 DV1568  USGS QUAD   -  HOPE SW (1990)
 DV1568
 DV1568                         *CURRENT SURVEY CONTROL
 DV1568  ___________________________________________________________________
 DV1568* NAD 83(1986)-  33 36 44.     (N)    113 38 20.     (W)     SCALED    
 DV1568* NAVD 88     -       432.44   (+/-2cm)    1418.8    (feet)  VERTCON   
 DV1568  ___________________________________________________________________
 DV1568  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1568
 DV1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1568
 DV1568.The horizontal coordinates were scaled from a topographic map and have
 DV1568.an estimated accuracy of +/- 6 seconds.
 DV1568
 DV1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1568.The vertical order pertains to the NGVD 29 superseded value.
 DV1568
 DV1568.The geoid height was determined by GEOID03.
 DV1568
 DV1568;                    North         East    Units  Estimated Accuracy
 DV1568;SPC AZ W     -   289,660.      223,670.      MT  (+/- 180 meters Scaled)
 DV1568
 DV1568                          SUPERSEDED SURVEY CONTROL
 DV1568
 DV1568  NGVD 29 (??/??/92)  431.755  (m)         1416.52   (f) ADJ UNCH    2 0
 DV1568
 DV1568.Superseded values are not recommended for survey control.
 DV1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1568.See file dsdata.txt to determine how the superseded data were derived.
 DV1568
 DV1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC551222(NAD 83)
 DV1568_MARKER: DD = SURVEY DISK
 DV1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1568_STAMPING: 22 A 1962
 DV1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1568+STABILITY: SURFACE MOTION
 DV1568
 DV1568  HISTORY     - Date     Condition        Report By
 DV1568  HISTORY     - 1962     MONUMENTED       AZHD
 DV1568  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1568
 DV1568                          STATION DESCRIPTION
 DV1568
 DV1568'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1568'15.55 MI SW FROM SALOME.
 DV1568'0.6 MILE EAST-SOUTHEAST OF P 396 22, AN ARIZONA HIGHWAY DEPARTMENT
 DV1568'DISK STAMPED 22 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1568'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1568'HIGHWAY 10, 1.5 FEET WEST OF A METAL WITNESS POST.
 DV1568
 DV1568                          STATION RECOVERY (1987)
 DV1568
 DV1568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0205 ***********************************************************************
 CF0205  DESIGNATION -  22 BKC
 CF0205  PID         -  CF0205
 CF0205  STATE/COUNTY-  AZ/COCHISE
 CF0205  USGS QUAD   -  PEARCE (1985)
 CF0205
 CF0205                         *CURRENT SURVEY CONTROL
 CF0205  ___________________________________________________________________
 CF0205* NAD 83(1986)-  31 54 22.     (N)    109 45 42.     (W)     SCALED    
 CF0205* NAVD 88     -      1319.905  (meters)    4330.39   (feet)  ADJUSTED  
 CF0205  ___________________________________________________________________
 CF0205  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CF0205  DYNAMIC HT  -        1317.883 (meters)    4323.75  (feet)  COMP
 CF0205  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 CF0205
 CF0205  VERT ORDER  -  FIRST     CLASS II
 CF0205
 CF0205.The horizontal coordinates were scaled from a topographic map and have
 CF0205.an estimated accuracy of +/- 6 seconds.
 CF0205
 CF0205.The orthometric height was determined by differential leveling
 CF0205.and adjusted by the National Geodetic Survey in June 1991..
 CF0205
 CF0205.The geoid height was determined by GEOID03.
 CF0205
 CF0205.The dynamic height is computed by dividing the NAVD 88
 CF0205.geopotential number by the normal gravity value computed on the
 CF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0205.degrees latitude (g = 980.6199 gals.).
 CF0205
 CF0205.The modeled gravity was interpolated from observed gravity values.
 CF0205
 CF0205;                    North         East    Units  Estimated Accuracy
 CF0205;SPC AZ E     -   100,530.      251,670.      MT  (+/- 180 meters Scaled)
 CF0205
 CF0205                          SUPERSEDED SURVEY CONTROL
 CF0205
 CF0205.No superseded survey control is available for this station.
 CF0205
 CF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170306(NAD 83)
 CF0205_MARKER: DD = SURVEY DISK
 CF0205_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0205_SP_SET: UNSPECIFIED DEEP
 CF0205_STAMPING: 22 BKC 1974
 CF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0205+STABILITY: SURFACE MOTION
 CF0205
 CF0205  HISTORY     - Date     Condition        Report By
 CF0205  HISTORY     - 1974     MONUMENTED       USGS
 CF0205  HISTORY     - 1980     GOOD             NGS
 CF0205
 CF0205                          STATION DESCRIPTION
 CF0205
 CF0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0205'8.2 KM SE FROM PEARCE.
 CF0205'8.2 KILOMETERS (5.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0205'FROM THE POST OFFICE IN PEARCE, 0.1 KILOMETER (0.05 MILE)
 CF0205'EAST OF HIGHWAY MILEPOST 43, SET AT THE NORTHEAST CORNER OF THE
 CF0205'JUNCTION WITH KANSAS SETTLEMENT ROAD, 29.9. METERS
 CF0205'(98 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.2 METERS
 CF0205'(73 FEET) EAST OF THE CENTERLINE OF THE ROAD,
 CF0205'9.7 METERS (32 FEET) EAST OF THE WEST FENCE CORNER OF THE
 CF0205'RIGHT-OF-WAY FENCE, 0.3 METER (1 FOOT) SOUTH OF THE RIGHT-OF-WAY
 CF0205'FENCE. NOTE- THIS ROD IS ENCASED IN A 5-INCH PLASTIC PIPE.
 CF0205'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CF0205'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0812 ***********************************************************************
 FQ0812  DESIGNATION -  22 BKC
 FQ0812  PID         -  FQ0812
 FQ0812  STATE/COUNTY-  AZ/COCONINO
 FQ0812  USGS QUAD   -  WUPATKI SW (1969)
 FQ0812
 FQ0812                         *CURRENT SURVEY CONTROL
 FQ0812  ___________________________________________________________________
 FQ0812* NAD 83(1986)-  35 32 01.     (N)    111 26 08.     (W)     SCALED    
 FQ0812* NAVD 88     -      1651.140  (meters)    5417.12   (feet)  POSTED    
 FQ0812  ___________________________________________________________________
 FQ0812  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0812  DYNAMIC HT  -        1649.000 (meters)    5410.09  (feet)  COMP
 FQ0812  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 FQ0812
 FQ0812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0812
 FQ0812.The horizontal coordinates were scaled from a topographic map and have
 FQ0812.an estimated accuracy of +/- 6 seconds.
 FQ0812
 FQ0812.The orthometric height was determined by differential leveling
 FQ0812.and adjusted by the National Geodetic Survey in 1992..
 FQ0812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0812.rate of 0.0 thru 1.0 mm/km.
 FQ0812
 FQ0812.The geoid height was determined by GEOID03.
 FQ0812
 FQ0812.The dynamic height is computed by dividing the NAVD 88
 FQ0812.geopotential number by the normal gravity value computed on the
 FQ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0812.degrees latitude (g = 980.6199 gals.).
 FQ0812
 FQ0812.The modeled gravity was interpolated from observed gravity values.
 FQ0812
 FQ0812;                    North         East    Units  Estimated Accuracy
 FQ0812;SPC AZ C     -   502,880.      256,990.      MT  (+/- 180 meters Scaled)
 FQ0812
 FQ0812                          SUPERSEDED SURVEY CONTROL
 FQ0812
 FQ0812  NGVD 29 (??/??/92) 1650.25   (m)         5414.2    (f) COMPUTED    2 2
 FQ0812
 FQ0812.Superseded values are not recommended for survey control.
 FQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0812.See file dsdata.txt to determine how the superseded data were derived.
 FQ0812
 FQ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE605323(NAD 83)
 FQ0812_MARKER: DB = BENCH MARK DISK
 FQ0812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0812_SP_SET: COPPER-CLAD STEEL ROD
 FQ0812_STAMPING: 22 BKC 1968 5414
 FQ0812_MARK LOGO: USGS  
 FQ0812_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0812+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0812
 FQ0812  HISTORY     - Date     Condition        Report By
 FQ0812  HISTORY     - 1968     MONUMENTED       USGS
 FQ0812
 FQ0812                          STATION DESCRIPTION
 FQ0812
 FQ0812'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0812'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0812'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0812'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0812'NATIONAL MONUMENT, THENCE 7.6 MILES EAST ALONG THE MONUMENT ROAD, 53
 FQ0812'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS
 FQ0812'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0812'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0784 ***********************************************************************
 FQ0784  DESIGNATION -  22 HLS
 FQ0784  PID         -  FQ0784
 FQ0784  STATE/COUNTY-  AZ/NAVAJO
 FQ0784  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0784
 FQ0784                         *CURRENT SURVEY CONTROL
 FQ0784  ___________________________________________________________________
 FQ0784* NAD 83(1986)-  35 09 41.     (N)    110 11 43.     (W)     SCALED    
 FQ0784* NAVD 88     -      1596.943  (meters)    5239.30   (feet)  ADJUSTED  
 FQ0784  ___________________________________________________________________
 FQ0784  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0784  DYNAMIC HT  -        1594.807 (meters)    5232.30  (feet)  COMP
 FQ0784  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 FQ0784
 FQ0784  VERT ORDER  -  THIRD
 FQ0784
 FQ0784.The horizontal coordinates were scaled from a topographic map and have
 FQ0784.an estimated accuracy of +/- 6 seconds.
 FQ0784
 FQ0784.The orthometric height was determined by differential leveling
 FQ0784.and adjusted by the National Geodetic Survey in June 1991..
 FQ0784
 FQ0784.The geoid height was determined by GEOID03.
 FQ0784
 FQ0784.The dynamic height is computed by dividing the NAVD 88
 FQ0784.geopotential number by the normal gravity value computed on the
 FQ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0784.degrees latitude (g = 980.6199 gals.).
 FQ0784
 FQ0784.The modeled gravity was interpolated from observed gravity values.
 FQ0784
 FQ0784;                    North         East    Units  Estimated Accuracy
 FQ0784;SPC AZ E     -   461,480.      210,750.      MT  (+/- 180 meters Scaled)
 FQ0784
 FQ0784                          SUPERSEDED SURVEY CONTROL
 FQ0784
 FQ0784.No superseded survey control is available for this station.
 FQ0784
 FQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD732912(NAD 83)
 FQ0784_MARKER: DB = BENCH MARK DISK
 FQ0784_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0784_SP_SET: COPPER-CLAD STEEL ROD
 FQ0784_STAMPING: 22 HLS 1970 5237
 FQ0784_MARK LOGO: USGS  
 FQ0784_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0784+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0784
 FQ0784  HISTORY     - Date     Condition        Report By
 FQ0784  HISTORY     - 1970     MONUMENTED       USGS
 FQ0784
 FQ0784                          STATION DESCRIPTION
 FQ0784
 FQ0784'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0784'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0784'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0784'HIGHWAY 77, THENCE 6.8 MILES WEST ALONG A ROAD, 0.2 MILES SOUTH OF A
 FQ0784'WINDMILL, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 FQ0784'EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FQ0784'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0134 ***********************************************************************
 EU0134  DESIGNATION -  22 M
 EU0134  PID         -  EU0134
 EU0134  STATE/COUNTY-  AZ/MOHAVE
 EU0134  USGS QUAD   -  GENE WASH (1975)
 EU0134
 EU0134                         *CURRENT SURVEY CONTROL
 EU0134  ___________________________________________________________________
 EU0134* NAD 83(1986)-  34 18 19.     (N)    114 08 15.     (W)     SCALED    
 EU0134* NAVD 88     -       121.30   (+/-2cm)     398.0    (feet)  VERTCON   
 EU0134  ___________________________________________________________________
 EU0134  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0134
 EU0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0134
 EU0134.The horizontal coordinates were scaled from a topographic map and have
 EU0134.an estimated accuracy of +/- 6 seconds.
 EU0134
 EU0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0134.The vertical order pertains to the NGVD 29 superseded value.
 EU0134
 EU0134.The geoid height was determined by GEOID03.
 EU0134
 EU0134;                    North         East    Units  Estimated Accuracy
 EU0134;SPC AZ W     -   366,590.      177,690.      MT  (+/- 180 meters Scaled)
 EU0134
 EU0134                          SUPERSEDED SURVEY CONTROL
 EU0134
 EU0134  NGVD 29 (??/??/??)  120.681  (m)          395.93   (f) ADJUSTED    1 2
 EU0134
 EU0134.Superseded values are not recommended for survey control.
 EU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0134.See file dsdata.txt to determine how the superseded data were derived.
 EU0134
 EU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT634997(NAD 83)
 EU0134_MARKER: DD = SURVEY DISK
 EU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0134+STABILITY: SURFACE MOTION
 EU0134
 EU0134  HISTORY     - Date     Condition        Report By
 EU0134  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0134  HISTORY     - 1930     GOOD             MWDSC
 EU0134  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0134
 EU0134                          STATION DESCRIPTION
 EU0134
 EU0134'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0134'14 MI NE FROM PARKER.
 EU0134'IN MOHAVE COUNTY, ABOUT 14.0 MILES NORTHEAST OF PARKER, YUMA
 EU0134'COUNTY, ABOUT 300 FEET NORTHEAST OF THE JUNCTION OF COLORADO
 EU0134'AND WILLIAMS RIVERS, ABOUT 150 FEET SOUTHEAST OF ADOBE RUINS,
 EU0134'ABOUT 60 FEET NORTHEAST OF 391 Y (U.S.G.S.), DESCRIBED ABOVE,
 EU0134'ABOUT 40 FEET NORTH OF A ROAD, AND ABOUT 15 FEET HIGHER THAN
 EU0134'THE NORMAL WATER SURFACE OF COLORADO RIVER.  A METROPOLITAN
 EU0134'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 EU0134'THE TOP OF A CONCRETE POST.
 EU0134
 EU0134                          STATION RECOVERY (1987)
 EU0134
 EU0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0135 ***********************************************************************
 EU0135  DESIGNATION -  22 N
 EU0135  PID         -  EU0135
 EU0135  STATE/COUNTY-  AZ/MOHAVE
 EU0135  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0135
 EU0135                         *CURRENT SURVEY CONTROL
 EU0135  ___________________________________________________________________
 EU0135* NAD 83(1986)-  34 18 00.     (N)    114 05 48.     (W)     SCALED    
 EU0135* NAVD 88     -       128.58   (+/-2cm)     421.8    (feet)  VERTCON   
 EU0135  ___________________________________________________________________
 EU0135  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EU0135
 EU0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0135
 EU0135.The horizontal coordinates were scaled from a topographic map and have
 EU0135.an estimated accuracy of +/- 6 seconds.
 EU0135
 EU0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0135.The vertical order pertains to the NGVD 29 superseded value.
 EU0135
 EU0135.The geoid height was determined by GEOID03.
 EU0135
 EU0135;                    North         East    Units  Estimated Accuracy
 EU0135;SPC AZ W     -   366,000.      181,450.      MT  (+/- 180 meters Scaled)
 EU0135
 EU0135                          SUPERSEDED SURVEY CONTROL
 EU0135
 EU0135  NGVD 29 (??/??/??)  127.961  (m)          419.82   (f) ADJUSTED    1 2
 EU0135
 EU0135.Superseded values are not recommended for survey control.
 EU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0135.See file dsdata.txt to determine how the superseded data were derived.
 EU0135
 EU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT672992(NAD 83)
 EU0135_MARKER: DD = SURVEY DISK
 EU0135_SETTING: 66 = SET IN ROCK OUTCROP
 EU0135_SP_SET: BEDROCK
 EU0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0135+STABILITY: POSITION/ELEVATION WELL
 EU0135
 EU0135  HISTORY     - Date     Condition        Report By
 EU0135  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0135  HISTORY     - 1930     GOOD             MWDSC
 EU0135  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0135
 EU0135                          STATION DESCRIPTION
 EU0135
 EU0135'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0135'15 MI NE FROM PARKER.
 EU0135'IN MOHAVE COUNTY, ABOUT 15.0 MILES NORTHEAST OF PARKER, YUMA
 EU0135'COUNTY, ABOUT 2.8 MILES EAST OF COLORADO RIVER, ABOUT 125 FEET
 EU0135'NORTH OF WILLIAMS RIVER, AT THE SOUTH BASE OF HILLS, ABOUT
 EU0135'30 FEET NORTHEAST OF THE FIRST BRIDGE OVER THE RIVER, IN BEDROCK,
 EU0135'AND ABOUT 4 FEET ABOVE THE ROAD.  A METROPOLITAN WATER DISTRICT
 EU0135'OF SOUTHERN CALIFORNIA STANDARD DISK.
 EU0135
 EU0135                          STATION RECOVERY (1987)
 EU0135
 EU0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0136 ***********************************************************************
 EU0136  DESIGNATION -  22 P
 EU0136  PID         -  EU0136
 EU0136  STATE/COUNTY-  AZ/LA PAZ
 EU0136  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0136
 EU0136                         *CURRENT SURVEY CONTROL
 EU0136  ___________________________________________________________________
 EU0136* NAD 83(1986)-  34 15 42.     (N)    114 01 41.     (W)     SCALED    
 EU0136* NAVD 88     -       151.37   (+/-2cm)     496.6    (feet)  VERTCON   
 EU0136  ___________________________________________________________________
 EU0136  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EU0136
 EU0136  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0136
 EU0136.The horizontal coordinates were scaled from a topographic map and have
 EU0136.an estimated accuracy of +/- 6 seconds.
 EU0136
 EU0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0136.The vertical order pertains to the NGVD 29 superseded value.
 EU0136
 EU0136.The geoid height was determined by GEOID03.
 EU0136
 EU0136;                    North         East    Units  Estimated Accuracy
 EU0136;SPC AZ W     -   361,720.      187,750.      MT  (+/- 180 meters Scaled)
 EU0136
 EU0136                          SUPERSEDED SURVEY CONTROL
 EU0136
 EU0136  NGVD 29 (??/??/??)  150.748  (m)          494.58   (f) ADJUSTED    1 2
 EU0136
 EU0136.Superseded values are not recommended for survey control.
 EU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0136.See file dsdata.txt to determine how the superseded data were derived.
 EU0136
 EU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT736951(NAD 83)
 EU0136_MARKER: DD = SURVEY DISK
 EU0136_SETTING: 66 = SET IN ROCK OUTCROP
 EU0136_SP_SET: ROCK OUTCROP
 EU0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0136+STABILITY: POSITION/ELEVATION WELL
 EU0136
 EU0136  HISTORY     - Date     Condition        Report By
 EU0136  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0136  HISTORY     - 1930     GOOD             MWDSC
 EU0136  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0136
 EU0136                          STATION DESCRIPTION
 EU0136
 EU0136'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0136'16 MI NE FROM PARKER.
 EU0136'ABOUT 16.0 MILES NORTHEAST OF PARKER, YUMA COUNTY, ABOUT 7.8
 EU0136'MILES EAST OF COLORADO RIVER, AT THE NORTH BASE OF A HILL, AT
 EU0136'THE EIGHTH BRIDGE OVER WILLIAMS RIVER, ABOUT 30 FEET SOUTHWEST
 EU0136'OF THE RIVER, ABOUT 30 FEET EAST OF THE ROAD, IN A ROCK OUTCROP,
 EU0136'AND ABOUT 8 FEET ABOVE THE LOW WATER SURFACE.  A METROPOLITAN
 EU0136'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK.
 EU0136
 EU0136                          STATION RECOVERY (1987)
 EU0136
 EU0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0692 ***********************************************************************
 ET0692  DESIGNATION -  22 Q
 ET0692  PID         -  ET0692
 ET0692  STATE/COUNTY-  AZ/MOHAVE
 ET0692  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0692
 ET0692                         *CURRENT SURVEY CONTROL
 ET0692  ___________________________________________________________________
 ET0692* NAD 83(1986)-  34 15 52.     (N)    113 57 44.     (W)     SCALED    
 ET0692* NAVD 88     -       187.44   (+/-2cm)     615.0    (feet)  VERTCON   
 ET0692  ___________________________________________________________________
 ET0692  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0692
 ET0692  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0692
 ET0692.The horizontal coordinates were scaled from a topographic map and have
 ET0692.an estimated accuracy of +/- 6 seconds.
 ET0692
 ET0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0692.The vertical order pertains to the NGVD 29 superseded value.
 ET0692
 ET0692.The geoid height was determined by GEOID03.
 ET0692
 ET0692;                    North         East    Units  Estimated Accuracy
 ET0692;SPC AZ W     -   362,020.      193,820.      MT  (+/- 180 meters Scaled)
 ET0692
 ET0692                          SUPERSEDED SURVEY CONTROL
 ET0692
 ET0692  NGVD 29 (??/??/92)  186.822  (m)          612.93   (f) ADJ UNCH    1 1
 ET0692
 ET0692.Superseded values are not recommended for survey control.
 ET0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0692.See file dsdata.txt to determine how the superseded data were derived.
 ET0692
 ET0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC272954(NAD 83)
 ET0692_MARKER: DD = SURVEY DISK
 ET0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0692_STAMPING: 22 Q 1931
 ET0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0692+STABILITY: SURFACE MOTION
 ET0692
 ET0692  HISTORY     - Date     Condition        Report By
 ET0692  HISTORY     - 1931     MONUMENTED       MWDSC
 ET0692  HISTORY     - 1948     GOOD             NGS
 ET0692  HISTORY     - 19870402 GOOD             USGS
 ET0692
 ET0692                          STATION DESCRIPTION
 ET0692
 ET0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0692'29.4 MI N FROM BOUSE.
 ET0692'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0692'BOUSE, THENCE 0.9 MILE NORTH ALONG THE YUCCA-PARKER ROAD FROM THE
 ET0692'JUNCTION OF THE BOUSE-PLANET ROAD, ABOUT 200 YARDS NORTH OF AN
 ET0692'ABANDONED CATTLE CORRAL, ABOUT 30 FEET SOUTH OF A SMALL MESQUITE
 ET0692'PATCH, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH OF
 ET0692'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 ET0692'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 ET0692'GROUND.
 ET0692
 ET0692                          STATION RECOVERY (1987)
 ET0692
 ET0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0693 ***********************************************************************
 ET0693  DESIGNATION -  22 R
 ET0693  PID         -  ET0693
 ET0693  STATE/COUNTY-  AZ/MOHAVE
 ET0693  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0693
 ET0693                         *CURRENT SURVEY CONTROL
 ET0693  ___________________________________________________________________
 ET0693* NAD 83(1986)-  34 19 54.     (N)    113 56 09.     (W)     SCALED    
 ET0693* NAVD 88     -       356.96   (+/-2cm)    1171.1    (feet)  VERTCON   
 ET0693  ___________________________________________________________________
 ET0693  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 ET0693
 ET0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0693
 ET0693.The horizontal coordinates were scaled from a topographic map and have
 ET0693.an estimated accuracy of +/- 6 seconds.
 ET0693
 ET0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0693.The vertical order pertains to the NGVD 29 superseded value.
 ET0693
 ET0693.The geoid height was determined by GEOID03.
 ET0693
 ET0693;                    North         East    Units  Estimated Accuracy
 ET0693;SPC AZ W     -   369,470.      196,260.      MT  (+/- 180 meters Scaled)
 ET0693
 ET0693                          SUPERSEDED SURVEY CONTROL
 ET0693
 ET0693  NGVD 29 (??/??/92)  356.325  (m)         1169.04   (f) ADJ UNCH    1 2
 ET0693
 ET0693.Superseded values are not recommended for survey control.
 ET0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0693.See file dsdata.txt to determine how the superseded data were derived.
 ET0693
 ET0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD298028(NAD 83)
 ET0693_MARKER: DD = SURVEY DISK
 ET0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0693+STABILITY: SURFACE MOTION
 ET0693
 ET0693  HISTORY     - Date     Condition        Report By
 ET0693  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0693  HISTORY     - 1948     GOOD             NGS
 ET0693  HISTORY     - 1955     GOOD             USGS
 ET0693  HISTORY     - 19870402 GOOD             USGS
 ET0693
 ET0693                          STATION DESCRIPTION
 ET0693
 ET0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0693'24.0 MI NE FROM PARKER.
 ET0693'IN MOHAVE COUNTY, ABOUT 24 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0693'ABOUT 5.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE OVER
 ET0693'WILLIAMS RIVER, ABOUT 8.2 MILES SOUTH OF CASTONADA WELLS, AND ABOUT 25
 ET0693'FEET EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0693'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0693
 ET0693                          STATION RECOVERY (1955)
 ET0693
 ET0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ET0693'RECOVERED IN GOOD CONDITION.
 ET0693
 ET0693                          STATION RECOVERY (1987)
 ET0693
 ET0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1267 ***********************************************************************
 CY1267  DESIGNATION -  22 RS
 CY1267  PID         -  CY1267
 CY1267  STATE/COUNTY-  AZ/GRAHAM
 CY1267  USGS QUAD   -  TANQUE (1966)
 CY1267
 CY1267                         *CURRENT SURVEY CONTROL
 CY1267  ___________________________________________________________________
 CY1267* NAD 83(1986)-  32 37 18.     (N)    109 35 58.     (W)     SCALED    
 CY1267* NAVD 88     -      1063.15   (+/-2cm)    3488.0    (feet)  VERTCON   
 CY1267  ___________________________________________________________________
 CY1267  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1267
 CY1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1267
 CY1267.The horizontal coordinates were scaled from a topographic map and have
 CY1267.an estimated accuracy of +/- 6 seconds.
 CY1267
 CY1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1267.The vertical order pertains to the NGVD 29 superseded value.
 CY1267
 CY1267.The geoid height was determined by GEOID03.
 CY1267
 CY1267;                    North         East    Units  Estimated Accuracy
 CY1267;SPC AZ E     -   179,940.      266,590.      MT  (+/- 180 meters Scaled)
 CY1267
 CY1267                          SUPERSEDED SURVEY CONTROL
 CY1267
 CY1267  NGVD 29 (??/??/92) 1062.46   (m)         3485.8    (f) COMPUTED    2 0
 CY1267
 CY1267.Superseded values are not recommended for survey control.
 CY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1267.See file dsdata.txt to determine how the superseded data were derived.
 CY1267
 CY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB313102(NAD 83)
 CY1267_MARKER: DB = BENCH MARK DISK
 CY1267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1267_SP_SET: PREFAB CONC. POST IN EARTH
 CY1267_STAMPING: 22 RS 1941 3486
 CY1267_MARK LOGO: USGS  
 CY1267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1267+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1972
 CY1267
 CY1267  HISTORY     - Date     Condition        Report By
 CY1267  HISTORY     - 1941     MONUMENTED       USGS
 CY1267  HISTORY     - 19720303 GOOD             USGS
 CY1267
 CY1267                          STATION DESCRIPTION
 CY1267
 CY1267'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1267'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1267'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 5.8
 CY1267'MILES EAST ALONG A DIRT ROAD, AT A TRACK ROAD NORTHEAST, 100 FEET
 CY1267'NORTHEAST OF A JUNCTION, 68 FEET NORTH OF A MAIN ROAD, 39 FEET NORTH
 CY1267'AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF A THE TRACK ROAD, 24
 CY1267'FEET EAST OF THE BANK OF A WASH, 4 FEET SOUTH OF A WITNESS POST, IN A
 CY1267'CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0694 ***********************************************************************
 ET0694  DESIGNATION -  22 S
 ET0694  PID         -  ET0694
 ET0694  STATE/COUNTY-  AZ/MOHAVE
 ET0694  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET0694
 ET0694                         *CURRENT SURVEY CONTROL
 ET0694  ___________________________________________________________________
 ET0694* NAD 83(1986)-  34 23 46.     (N)    113 54 25.     (W)     SCALED    
 ET0694* NAVD 88     -       488.08   (+/-2cm)    1601.3    (feet)  VERTCON   
 ET0694  ___________________________________________________________________
 ET0694  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ET0694
 ET0694  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0694
 ET0694.The horizontal coordinates were scaled from a topographic map and have
 ET0694.an estimated accuracy of +/- 6 seconds.
 ET0694
 ET0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0694.The vertical order pertains to the NGVD 29 superseded value.
 ET0694
 ET0694.The geoid height was determined by GEOID03.
 ET0694
 ET0694;                    North         East    Units  Estimated Accuracy
 ET0694;SPC AZ W     -   376,610.      198,930.      MT  (+/- 180 meters Scaled)
 ET0694
 ET0694                          SUPERSEDED SURVEY CONTROL
 ET0694
 ET0694  NGVD 29 (??/??/92)  487.411  (m)         1599.11   (f) ADJ UNCH    1 2
 ET0694
 ET0694.Superseded values are not recommended for survey control.
 ET0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0694.See file dsdata.txt to determine how the superseded data were derived.
 ET0694
 ET0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD327099(NAD 83)
 ET0694_MARKER: DD = SURVEY DISK
 ET0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0694+STABILITY: SURFACE MOTION
 ET0694
 ET0694  HISTORY     - Date     Condition        Report By
 ET0694  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0694  HISTORY     - 1948     GOOD             NGS
 ET0694  HISTORY     - 19870402 GOOD             USGS
 ET0694
 ET0694                          STATION DESCRIPTION
 ET0694
 ET0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0694'26.5 MI NE FROM PARKER.
 ET0694'IN MOHAVE COUNTY, ABOUT 26-1/2 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0694'ABOUT 10.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE
 ET0694'OVER WILLIAMS RIVER, ABOUT 3.0 MILES SOUTH OF CASTONADA WELLS, AND
 ET0694'ABOUT 25 FEET EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF
 ET0694'SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0694
 ET0694                          STATION RECOVERY (1987)
 ET0694
 ET0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0695 ***********************************************************************
 ET0695  DESIGNATION -  22 T
 ET0695  PID         -  ET0695
 ET0695  STATE/COUNTY-  AZ/MOHAVE
 ET0695  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET0695
 ET0695                         *CURRENT SURVEY CONTROL
 ET0695  ___________________________________________________________________
 ET0695* NAD 83(1986)-  34 27 49.     (N)    113 54 35.     (W)     SCALED    
 ET0695* NAVD 88     -       587.33   (+/-2cm)    1926.9    (feet)  VERTCON   
 ET0695  ___________________________________________________________________
 ET0695  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ET0695
 ET0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0695
 ET0695.The horizontal coordinates were scaled from a topographic map and have
 ET0695.an estimated accuracy of +/- 6 seconds.
 ET0695
 ET0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0695.The vertical order pertains to the NGVD 29 superseded value.
 ET0695
 ET0695.The geoid height was determined by GEOID03.
 ET0695
 ET0695;                    North         East    Units  Estimated Accuracy
 ET0695;SPC AZ W     -   384,100.      198,690.      MT  (+/- 180 meters Scaled)
 ET0695
 ET0695                          SUPERSEDED SURVEY CONTROL
 ET0695
 ET0695  NGVD 29 (??/??/92)  586.640  (m)         1924.67   (f) ADJ UNCH    1 2
 ET0695
 ET0695.Superseded values are not recommended for survey control.
 ET0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0695.See file dsdata.txt to determine how the superseded data were derived.
 ET0695
 ET0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD327174(NAD 83)
 ET0695_MARKER: DD = SURVEY DISK
 ET0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0695+STABILITY: SURFACE MOTION
 ET0695
 ET0695  HISTORY     - Date     Condition        Report By
 ET0695  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0695  HISTORY     - 1948     GOOD             NGS
 ET0695  HISTORY     - 19870402 GOOD             USGS
 ET0695
 ET0695                          STATION DESCRIPTION
 ET0695
 ET0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0695'30.0 MI NE FROM PARKER.
 ET0695'IN MOHAVE COUNTY, ABOUT 30.0 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0695'ABOUT 15.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE
 ET0695'OVER WILLIAMS RIVER, ABOUT 2.0 MILES NORTH OF CASTONADA WELLS, ABOUT
 ET0695'100 FEET WEST OF A LARGE WASH, AND ABOUT 20 FEET WEST OF THE ROAD.  A
 ET0695'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET
 ET0695'IN THE TOP OF A CONCRETE POST.
 ET0695
 ET0695                          STATION RECOVERY (1987)
 ET0695
 ET0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0750 ***********************************************************************
 ET0750  DESIGNATION -  22 U
 ET0750  PID         -  ET0750
 ET0750  STATE/COUNTY-  AZ/MOHAVE
 ET0750  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET0750
 ET0750                         *CURRENT SURVEY CONTROL
 ET0750  ___________________________________________________________________
 ET0750* NAD 83(1986)-  34 31 40.     (N)    113 53 13.     (W)     SCALED    
 ET0750* NAVD 88     -       710.03   (+/-2cm)    2329.5    (feet)  VERTCON   
 ET0750  ___________________________________________________________________
 ET0750  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ET0750
 ET0750  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0750
 ET0750.The horizontal coordinates were scaled from a topographic map and have
 ET0750.an estimated accuracy of +/- 6 seconds.
 ET0750
 ET0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0750.The vertical order pertains to the NGVD 29 superseded value.
 ET0750
 ET0750.The geoid height was determined by GEOID03.
 ET0750
 ET0750;                    North         East    Units  Estimated Accuracy
 ET0750;SPC AZ W     -   391,210.      200,790.      MT  (+/- 180 meters Scaled)
 ET0750
 ET0750                          SUPERSEDED SURVEY CONTROL
 ET0750
 ET0750  NGVD 29 (??/??/92)  709.312  (m)         2327.13   (f) ADJ UNCH    1 2
 ET0750
 ET0750.Superseded values are not recommended for survey control.
 ET0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0750.See file dsdata.txt to determine how the superseded data were derived.
 ET0750
 ET0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD350244(NAD 83)
 ET0750_MARKER: DD = SURVEY DISK
 ET0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0750+STABILITY: SURFACE MOTION
 ET0750
 ET0750  HISTORY     - Date     Condition        Report By
 ET0750  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0750  HISTORY     - 1934     GOOD             NGS
 ET0750
 ET0750                          STATION DESCRIPTION
 ET0750
 ET0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0750'28.5 MI SE FROM YUCCA.
 ET0750'ABOUT 28-1/2 MILES SOUTHEAST ALONG THE YUCCA-PARKER ROAD FROM YUCCA,
 ET0750'MOHAVE COUNTY, ABOUT 7 MILES NORTHEAST OF CASTONADA WELLS, ABOUT 4.8
 ET0750'MILES SOUTH OF THE JUNCTION OF THE SIGNAL MINE ROAD, AND ABOUT 15 FEET
 ET0750'SOUTHEAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0750'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0751 ***********************************************************************
 ET0751  DESIGNATION -  22 V
 ET0751  PID         -  ET0751
 ET0751  STATE/COUNTY-  AZ/MOHAVE
 ET0751  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0751
 ET0751                         *CURRENT SURVEY CONTROL
 ET0751  ___________________________________________________________________
 ET0751* NAD 83(1986)-  34 34 31.     (N)    113 50 49.     (W)     SCALED    
 ET0751* NAVD 88     -       849.63   (+/-2cm)    2787.5    (feet)  VERTCON   
 ET0751  ___________________________________________________________________
 ET0751  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ET0751
 ET0751  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0751
 ET0751.The horizontal coordinates were scaled from a topographic map and have
 ET0751.an estimated accuracy of +/- 6 seconds.
 ET0751
 ET0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0751.The vertical order pertains to the NGVD 29 superseded value.
 ET0751
 ET0751.The geoid height was determined by GEOID03.
 ET0751
 ET0751;                    North         East    Units  Estimated Accuracy
 ET0751;SPC AZ W     -   396,480.      204,470.      MT  (+/- 180 meters Scaled)
 ET0751
 ET0751                          SUPERSEDED SURVEY CONTROL
 ET0751
 ET0751  NGVD 29 (??/??/92)  848.893  (m)         2785.08   (f) ADJ UNCH    1 2
 ET0751
 ET0751.Superseded values are not recommended for survey control.
 ET0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0751.See file dsdata.txt to determine how the superseded data were derived.
 ET0751
 ET0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD388296(NAD 83)
 ET0751_MARKER: DD = SURVEY DISK
 ET0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0751+STABILITY: SURFACE MOTION
 ET0751
 ET0751  HISTORY     - Date     Condition        Report By
 ET0751  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0751  HISTORY     - 1934     GOOD             NGS
 ET0751  HISTORY     - 1955     GOOD             NGS
 ET0751
 ET0751                          STATION DESCRIPTION
 ET0751
 ET0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0751'27.0 MI SE FROM YUCCA.
 ET0751'ABOUT 27.0 MILES SOUTHEAST ALONG THE YUCCA-PARKER ROAD FROM YUCCA,
 ET0751'MOHAVE COUNTY, ABOUT 11.5 MILES NORTH OF CASTONADA WELLS, ABOUT 100
 ET0751'FEET SOUTH OF THE JUNCTION OF THE SIGNAL MINE ROAD, AND ABOUT 40 FEET
 ET0751'EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0751'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0751
 ET0751                          STATION RECOVERY (1955)
 ET0751
 ET0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0175 ***********************************************************************
 ET0175  DESIGNATION -  2201+00
 ET0175  PID         -  ET0175
 ET0175  STATE/COUNTY-  AZ/YAVAPAI
 ET0175  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0175
 ET0175                         *CURRENT SURVEY CONTROL
 ET0175  ___________________________________________________________________
 ET0175* NAD 83(1986)-  34 03 45.     (N)    112 08 50.     (W)     SCALED    
 ET0175* NAVD 88     -       616.14   (+/-2cm)    2021.5    (feet)  VERTCON   
 ET0175  ___________________________________________________________________
 ET0175  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 ET0175
 ET0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0175
 ET0175.The horizontal coordinates were scaled from a topographic map and have
 ET0175.an estimated accuracy of +/- 6 seconds.
 ET0175
 ET0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0175.The vertical order pertains to the NGVD 29 superseded value.
 ET0175
 ET0175.The geoid height was determined by GEOID03.
 ET0175
 ET0175;                    North         East    Units  Estimated Accuracy
 ET0175;SPC AZ C     -   339,610.      192,080.      MT  (+/- 180 meters Scaled)
 ET0175
 ET0175                          SUPERSEDED SURVEY CONTROL
 ET0175
 ET0175  NGVD 29 (??/??/92)  615.521  (m)         2019.42   (f) ADJ UNCH    2 0
 ET0175
 ET0175.Superseded values are not recommended for survey control.
 ET0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0175.See file dsdata.txt to determine how the superseded data were derived.
 ET0175
 ET0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC941696(NAD 83)
 ET0175_MARKER: DD = SURVEY DISK
 ET0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0175_SP_SET: CATTLE GUARD
 ET0175_STAMPING: 2019.12 2201+00 1950
 ET0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0175
 ET0175  HISTORY     - Date     Condition        Report By
 ET0175  HISTORY     - 1950     MONUMENTED       AZDT
 ET0175  HISTORY     - 1952     GOOD             NGS
 ET0175
 ET0175                          STATION DESCRIPTION
 ET0175
 ET0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0175'1.0 MI N FROM ROCK SPRINGS.
 ET0175'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY (STATE HIGHWAY 69)
 ET0175'FROM THE GENERAL STORE AT ROCK SPRINGS, AT THE T JUNCTION OF THE SQUAW
 ET0175'ROAD WHICH LEADS EAST, IN TOP OF THE SOUTH CONCRETE HEADWALL OF A
 ET0175'CATTLE GUARD ON SQUAW CREEK ROAD, 96 FEET EAST OF THE CENTER LINE OF
 ET0175'THE HIGHWAY, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ET0175'EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE
 ET0175'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0093 ***********************************************************************
 EU0093  DESIGNATION -  2204.40
 EU0093  PID         -  EU0093
 EU0093  STATE/COUNTY-  AZ/MOHAVE
 EU0093  USGS QUAD   -  YUCCA NW (1970)
 EU0093
 EU0093                         *CURRENT SURVEY CONTROL
 EU0093  ___________________________________________________________________
 EU0093* NAD 83(1986)-  34 58 27.     (N)    114 08 28.     (W)     SCALED    
 EU0093* NAVD 88     -       672.565  (meters)    2206.57   (feet)  ADJUSTED  
 EU0093  ___________________________________________________________________
 EU0093  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 EU0093  DYNAMIC HT  -         671.807 (meters)    2204.09  (feet)  COMP
 EU0093  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 EU0093  OBS GRAVITY -     979,482.5   (mgal)                       GRAV_OBS
 EU0093
 EU0093  VERT ORDER  -  FIRST     CLASS II
 EU0093
 EU0093.The horizontal coordinates were scaled from a topographic map and have
 EU0093.an estimated accuracy of +/- 6 seconds.
 EU0093
 EU0093.The orthometric height was determined by differential leveling
 EU0093.and adjusted by the National Geodetic Survey in June 1991..
 EU0093
 EU0093.The geoid height was determined by GEOID03.
 EU0093
 EU0093.The dynamic height is computed by dividing the NAVD 88
 EU0093.geopotential number by the normal gravity value computed on the
 EU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0093.degrees latitude (g = 980.6199 gals.).
 EU0093
 EU0093.The modeled gravity was interpolated from observed gravity values.
 EU0093.The observed gravity was obtained from relative gravimeter ties
 EU0093.to the IGSN71 gravity network.
 EU0093
 EU0093;                    North         East    Units  Estimated Accuracy
 EU0093;SPC AZ W     -   440,790.      177,650.      MT  (+/- 180 meters Scaled)
 EU0093
 EU0093                          SUPERSEDED SURVEY CONTROL
 EU0093
 EU0093  NGVD 29 (??/??/??)  671.833  (m)         2204.17   (f) ADJUSTED    1 2
 EU0093
 EU0093.Superseded values are not recommended for survey control.
 EU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0093.See file dsdata.txt to determine how the superseded data were derived.
 EU0093
 EU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609739(NAD 83)
 EU0093_MARKER: DD = SURVEY DISK
 EU0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0093_SP_SET: CULVERT
 EU0093_STAMPING: 2204.40 1734-55-25 1950
 EU0093_MARK LOGO: AZHD  
 EU0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0093
 EU0093  HISTORY     - Date     Condition        Report By
 EU0093  HISTORY     - 1950     MONUMENTED       AZHD
 EU0093  HISTORY     - 1961     GOOD             NGS
 EU0093  HISTORY     - 1981     GOOD             NGS
 EU0093
 EU0093                          STATION DESCRIPTION
 EU0093
 EU0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0093'7.6 MI NE FROM YUCCA.
 EU0093'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0093'THENCE 7.35 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP AND
 EU0093'APPROXIMATE CENTER OF THE EAST HEADWALL OF A 16 FOOT CONCRETE BOX
 EU0093'CULVERT, 25 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 2
 EU0093'FEET BELOW THE LEVEL OF THE HIGHWAY.
 EU0093
 EU0093                          STATION RECOVERY (1981)
 EU0093
 EU0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0093'12.9 KM (8.0 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0093'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0093'EAST HEADWALL OF A LARGE DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH
 EU0093'OF MILEPOST 33, 7.6 METERS (25 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0093'LANES.
 EU0093'THE MARK IS 0.6 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0707 ***********************************************************************
 CZ0707  DESIGNATION -  2207.97
 CZ0707  PID         -  CZ0707
 CZ0707  STATE/COUNTY-  AZ/PIMA
 CZ0707  USGS QUAD   -  JAYNES (1992)
 CZ0707
 CZ0707                         *CURRENT SURVEY CONTROL
 CZ0707  ___________________________________________________________________
 CZ0707* NAD 83(1986)-  32 20 27.     (N)    111 06 17.     (W)     SCALED    
 CZ0707* NAVD 88     -       673.47   (+/-2cm)    2209.5    (feet)  VERTCON   
 CZ0707  ___________________________________________________________________
 CZ0707  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0707
 CZ0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0707
 CZ0707.The horizontal coordinates were scaled from a topographic map and have
 CZ0707.an estimated accuracy of +/- 6 seconds.
 CZ0707
 CZ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0707.The vertical order pertains to the NGVD 29 superseded value.
 CZ0707
 CZ0707.The geoid height was determined by GEOID03.
 CZ0707
 CZ0707;                    North         East    Units  Estimated Accuracy
 CZ0707;SPC AZ C     -   148,950.      289,790.      MT  (+/- 180 meters Scaled)
 CZ0707
 CZ0707                          SUPERSEDED SURVEY CONTROL
 CZ0707
 CZ0707  NGVD 29 (??/??/92)  672.817  (m)         2207.40   (f) ADJ UNCH    2 0
 CZ0707
 CZ0707.Superseded values are not recommended for survey control.
 CZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0707.See file dsdata.txt to determine how the superseded data were derived.
 CZ0707
 CZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA901782(NAD 83)
 CZ0707_MARKER: DD = SURVEY DISK
 CZ0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0707_SP_SET: CULVERT
 CZ0707_STAMPING: 14+75.02 2207.97 1948
 CZ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0707
 CZ0707  HISTORY     - Date     Condition        Report By
 CZ0707  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0707  HISTORY     - 1951     GOOD             NGS
 CZ0707  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0707
 CZ0707                          STATION DESCRIPTION
 CZ0707
 CZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0707'1.45 MI SW FROM CORTARO.
 CZ0707'1.45 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0707'CORTARO, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A 6 BY 8
 CZ0707'FEET CONCRETE BOX CULVERT, AND ABOUT 100 FEET SOUTHWEST OF A T
 CZ0707'JUNCTION OF CORTARO ROAD AND A GRAVEL ROAD LEADING SOUTHEAST TO
 CZ0707'H-TWO-O RANCH, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0707'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 CZ0707
 CZ0707                          STATION RECOVERY (1997)
 CZ0707
 CZ0707'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1452 ***********************************************************************
 CZ1452  DESIGNATION -  221
 CZ1452  PID         -  CZ1452
 CZ1452  STATE/COUNTY-  AZ/PINAL
 CZ1452  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1452
 CZ1452                         *CURRENT SURVEY CONTROL
 CZ1452  ___________________________________________________________________
 CZ1452* NAD 83(1986)-  32 38 11.     (N)    111 22 37.     (W)     SCALED    
 CZ1452* NAVD 88     -       549.063  (meters)    1801.38   (feet)  ADJUSTED  
 CZ1452  ___________________________________________________________________
 CZ1452  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ1452  DYNAMIC HT  -         548.363 (meters)    1799.09  (feet)  COMP
 CZ1452  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 CZ1452
 CZ1452  VERT ORDER  -  FIRST     CLASS II
 CZ1452
 CZ1452.The horizontal coordinates were scaled from a topographic map and have
 CZ1452.an estimated accuracy of +/- 6 seconds.
 CZ1452
 CZ1452.The orthometric height was determined by differential leveling
 CZ1452.and adjusted by the National Geodetic Survey in June 1991..
 CZ1452
 CZ1452.The geoid height was determined by GEOID03.
 CZ1452
 CZ1452.The dynamic height is computed by dividing the NAVD 88
 CZ1452.geopotential number by the normal gravity value computed on the
 CZ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1452.degrees latitude (g = 980.6199 gals.).
 CZ1452
 CZ1452.The modeled gravity was interpolated from observed gravity values.
 CZ1452
 CZ1452;                    North         East    Units  Estimated Accuracy
 CZ1452;SPC AZ C     -   181,560.      264,000.      MT  (+/- 180 meters Scaled)
 CZ1452
 CZ1452                          SUPERSEDED SURVEY CONTROL
 CZ1452
 CZ1452.No superseded survey control is available for this station.
 CZ1452
 CZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB646110(NAD 83)
 CZ1452_MARKER: DB = BENCH MARK DISK
 CZ1452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1452_SP_SET: HEADWALL
 CZ1452_STAMPING: 221
 CZ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1452+STABILITY: SURFACE MOTION
 CZ1452
 CZ1452  HISTORY     - Date     Condition        Report By
 CZ1452  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1452  HISTORY     - 1980     GOOD             NGS
 CZ1452
 CZ1452                          STATION DESCRIPTION
 CZ1452
 CZ1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1452'60.4 KM NW FROM TUCSON.
 CZ1452'60.4 KILOMETERS (37.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1452'RAILROAD FROM THE STATION AT TUCSON, SET IN TOP OF THE NORTHEAST
 CZ1452'HEADWALL OF A DOUBLE BOX CULVERT UNDER INTERSTATE 10, 63.9 METERS
 CZ1452'SOUTHWEST RAIL, 91.2 METERS (299 FEET) SOUTHEAST OF HIGHWAY MILE POST
 CZ1452'221, 12.9 METERS (42.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ1452'WESTBOUND TRAFFIC LANES OF INTERSTATE 10 AND 2.15 METERS (7.0 FEET)
 CZ1452'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ1452'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0080 ***********************************************************************
 FS0080  DESIGNATION -  2217.77
 FS0080  PID         -  FS0080
 FS0080  STATE/COUNTY-  AZ/MOHAVE
 FS0080  USGS QUAD   -  MOUNT WILSON (1989)
 FS0080
 FS0080                         *CURRENT SURVEY CONTROL
 FS0080  ___________________________________________________________________
 FS0080* NAD 83(1986)-  35 54 10.     (N)    114 36 54.     (W)     SCALED    
 FS0080* NAVD 88     -       676.000  (meters)    2217.84   (feet)  POSTED    
 FS0080  ___________________________________________________________________
 FS0080  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0080  DYNAMIC HT  -         675.310 (meters)    2215.58  (feet)  COMP
 FS0080  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 FS0080
 FS0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0080
 FS0080.The horizontal coordinates were scaled from a topographic map and have
 FS0080.an estimated accuracy of +/- 6 seconds.
 FS0080
 FS0080.The orthometric height was determined by differential leveling
 FS0080.and adjusted by the National Geodetic Survey in 1992..
 FS0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0080.rate of 0.0 thru 1.0 mm/km.
 FS0080
 FS0080.The geoid height was determined by GEOID03.
 FS0080
 FS0080.The dynamic height is computed by dividing the NAVD 88
 FS0080.geopotential number by the normal gravity value computed on the
 FS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0080.degrees latitude (g = 980.6199 gals.).
 FS0080
 FS0080.The modeled gravity was interpolated from observed gravity values.
 FS0080
 FS0080;                    North         East    Units  Estimated Accuracy
 FS0080;SPC AZ W     -   544,090.      135,280.      MT  (+/- 180 meters Scaled)
 FS0080
 FS0080                          SUPERSEDED SURVEY CONTROL
 FS0080
 FS0080  NGVD 29 (??/??/92)  675.293  (m)         2215.52   (f) ADJ UNCH    1 1
 FS0080
 FS0080.Superseded values are not recommended for survey control.
 FS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0080.See file dsdata.txt to determine how the superseded data were derived.
 FS0080
 FS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV152757(NAD 83)
 FS0080_MARKER: P = PIPE CAP
 FS0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0080_STAMPING: 2217.77 2524+8626 1935
 FS0080_MARK LOGO: BPR   
 FS0080_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0080
 FS0080  HISTORY     - Date     Condition        Report By
 FS0080  HISTORY     - 1935     MONUMENTED       BPR
 FS0080  HISTORY     - 1950     GOOD             NGS
 FS0080  HISTORY     - 1963     GOOD             NGS
 FS0080  HISTORY     - 1981     GOOD             NGS
 FS0080  HISTORY     - 19870519 GOOD             USPSQD
 FS0080
 FS0080                          STATION DESCRIPTION
 FS0080
 FS0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0080'11.6 MI SE FROM HOOVER DAM.
 FS0080'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0080'(ARIZONA) END OF HOOVER DAM, ON THE SOUTHEAST SLOPE OF A HILL,
 FS0080'117.6 FEET NORTHWEST OF B. M. G 135, 50.6 FEET NORTHEAST OF THE
 FS0080'CENTER LINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE NORTHWEST
 FS0080'END OF A GUARD RAIL, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND
 FS0080'RIVETED ON THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING
 FS0080'0.4 FOOT ABOVE THE GROUND.
 FS0080
 FS0080                          STATION RECOVERY (1963)
 FS0080
 FS0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0080'RECOVERED IN GOOD CONDITION.
 FS0080
 FS0080                          STATION RECOVERY (1981)
 FS0080
 FS0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0080'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0080'OF HOOVER DAM, THENCE 2.15 KM (1.35 MI) SOUTHEAST ALONG THE OLD
 FS0080'HIGHWAY, ON THE SOUTHEAST SLOPE OF A HILL, 35.8 METERS (117.6 FT)
 FS0080'NORTHWEST OF BENCH MARK -G 135-, 15.4 METERS (50.6 FT) NORTHEAST OF
 FS0080'THE CENTER OF THE OLD HIGHWAY.
 FS0080'THE MARK IS 1.2 M ABOVE THE OLD HIGHWAY.
 FS0080
 FS0080                          STATION RECOVERY (1987)
 FS0080
 FS0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0082 ***********************************************************************
 FS0082  DESIGNATION -  2218.05
 FS0082  PID         -  FS0082
 FS0082  STATE/COUNTY-  AZ/MOHAVE
 FS0082  USGS QUAD   -  MOUNT WILSON (1989)
 FS0082
 FS0082                         *CURRENT SURVEY CONTROL
 FS0082  ___________________________________________________________________
 FS0082* NAD 83(1986)-  35 53 18.     (N)    114 36 25.     (W)     SCALED    
 FS0082* NAVD 88     -       676.113  (meters)    2218.21   (feet)  POSTED    
 FS0082  ___________________________________________________________________
 FS0082  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0082  DYNAMIC HT  -         675.420 (meters)    2215.94  (feet)  COMP
 FS0082  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 FS0082
 FS0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0082
 FS0082.The horizontal coordinates were scaled from a topographic map and have
 FS0082.an estimated accuracy of +/- 6 seconds.
 FS0082
 FS0082.The orthometric height was determined by differential leveling
 FS0082.and adjusted by the National Geodetic Survey in 1992..
 FS0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0082.rate of 0.0 thru 1.0 mm/km.
 FS0082
 FS0082.The geoid height was determined by GEOID03.
 FS0082
 FS0082.The dynamic height is computed by dividing the NAVD 88
 FS0082.geopotential number by the normal gravity value computed on the
 FS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0082.degrees latitude (g = 980.6199 gals.).
 FS0082
 FS0082.The modeled gravity was interpolated from observed gravity values.
 FS0082
 FS0082;                    North         East    Units  Estimated Accuracy
 FS0082;SPC AZ W     -   542,480.      135,990.      MT  (+/- 180 meters Scaled)
 FS0082
 FS0082                          SUPERSEDED SURVEY CONTROL
 FS0082
 FS0082  NGVD 29 (??/??/92)  675.410  (m)         2215.91   (f) ADJ UNCH    1 1
 FS0082
 FS0082.Superseded values are not recommended for survey control.
 FS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0082.See file dsdata.txt to determine how the superseded data were derived.
 FS0082
 FS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV160742(NAD 83)
 FS0082_MARKER: DD = SURVEY DISK
 FS0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0082_SP_SET: CULVERT
 FS0082_STAMPING: 2218.05
 FS0082_MARK LOGO: BPR   
 FS0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0082
 FS0082  HISTORY     - Date     Condition        Report By
 FS0082  HISTORY     - UNK      MONUMENTED       BPR
 FS0082  HISTORY     - 1950     GOOD             NGS
 FS0082  HISTORY     - 1963     GOOD             NGS
 FS0082  HISTORY     - 1981     GOOD             NGS
 FS0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FS0082
 FS0082                          STATION DESCRIPTION
 FS0082
 FS0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0082'12.8 MI SE FROM HOOVER DAM.
 FS0082'12.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0082'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 13,
 FS0082'AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 FS0082'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 13.3 FEET
 FS0082'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 FS0082'WITH THE HIGHWAY.
 FS0082
 FS0082                          STATION RECOVERY (1963)
 FS0082
 FS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0082'RECOVERED IN GOOD CONDITION.
 FS0082
 FS0082                          STATION RECOVERY (1981)
 FS0082
 FS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0082'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0082'OF HOOVER DAM, THENCE 4.1 KM (2.55 MI) SOUTHEAST ALONG THE OLD
 FS0082'HIGHWAY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 FS0082'24-INCH CORRUGATED METAL PIPE CULVERT, 4.1 METERS (13.3 FT) NORTHEAST
 FS0082'OF THE CENTER OF THE OLD HIGHWAY.
 FS0082'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0082
 FS0082                          STATION RECOVERY (1987)
 FS0082
 FS0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0083 ***********************************************************************
 FS0083  DESIGNATION -  2218.61
 FS0083  PID         -  FS0083
 FS0083  STATE/COUNTY-  AZ/MOHAVE
 FS0083  USGS QUAD   -  MOUNT WILSON (1989)
 FS0083
 FS0083                         *CURRENT SURVEY CONTROL
 FS0083  ___________________________________________________________________
 FS0083* NAD 83(1986)-  35 53 12.     (N)    114 36 18.     (W)     SCALED    
 FS0083* NAVD 88     -       676.261  (meters)    2218.70   (feet)  POSTED    
 FS0083  ___________________________________________________________________
 FS0083  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0083  DYNAMIC HT  -         675.570 (meters)    2216.43  (feet)  COMP
 FS0083  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 FS0083
 FS0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0083
 FS0083.The horizontal coordinates were scaled from a topographic map and have
 FS0083.an estimated accuracy of +/- 6 seconds.
 FS0083
 FS0083.The orthometric height was determined by differential leveling
 FS0083.and adjusted by the National Geodetic Survey in 1992..
 FS0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0083.rate of 0.0 thru 1.0 mm/km.
 FS0083
 FS0083.The geoid height was determined by GEOID03.
 FS0083
 FS0083.The dynamic height is computed by dividing the NAVD 88
 FS0083.geopotential number by the normal gravity value computed on the
 FS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0083.degrees latitude (g = 980.6199 gals.).
 FS0083
 FS0083.The modeled gravity was interpolated from observed gravity values.
 FS0083
 FS0083;                    North         East    Units  Estimated Accuracy
 FS0083;SPC AZ W     -   542,300.      136,160.      MT  (+/- 180 meters Scaled)
 FS0083
 FS0083                          SUPERSEDED SURVEY CONTROL
 FS0083
 FS0083  NGVD 29 (??/??/92)  675.56   (m)         2216.4    (f) COMPUTED    1 1
 FS0083
 FS0083.Superseded values are not recommended for survey control.
 FS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0083.See file dsdata.txt to determine how the superseded data were derived.
 FS0083
 FS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV161740(NAD 83)
 FS0083_MARKER: DD = SURVEY DISK
 FS0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0083_SP_SET: CULVERT
 FS0083_STAMPING: 2218.61
 FS0083_MARK LOGO: BPR   
 FS0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0083
 FS0083  HISTORY     - Date     Condition        Report By
 FS0083  HISTORY     - UNK      MONUMENTED       BPR
 FS0083  HISTORY     - 1950     GOOD             NGS
 FS0083  HISTORY     - 1963     GOOD             NGS
 FS0083  HISTORY     - 1981     GOOD             NGS
 FS0083  HISTORY     - 19870519 GOOD             USPSQD
 FS0083
 FS0083                          STATION DESCRIPTION
 FS0083
 FS0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0083'12.9 MI SE FROM HOOVER DAM.
 FS0083'12.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0083'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST 13,
 FS0083'AT A 30-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 FS0083'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 19.5 FEET
 FS0083'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 FS0083'LOWER THAN THE HIGHWAY.
 FS0083
 FS0083                          STATION RECOVERY (1963)
 FS0083
 FS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0083'RECOVERED IN GOOD CONDITION.
 FS0083
 FS0083                          STATION RECOVERY (1981)
 FS0083
 FS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0083'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0083'OF HOOVER DAM, THENCE 4.25 KM (2.65 MI) SOUTHEAST ALONG THE OLD
 FS0083'HIGHWAY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 FS0083'30-INCH CORRUGATED METAL PIPE CULVERT, 5.9 METERS (19.5 FT) NORTHEAST
 FS0083'OG THE CENTER OF THE OLD HIGHWAY.
 FS0083'THE MARK IS 1 M BELOW THE OLD HIGHWAY.
 FS0083
 FS0083                          STATION RECOVERY (1987)
 FS0083
 FS0083'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1451 ***********************************************************************
 CZ1451  DESIGNATION -  222
 CZ1451  PID         -  CZ1451
 CZ1451  STATE/COUNTY-  AZ/PINAL
 CZ1451  USGS QUAD   -  RED ROCK (1993)
 CZ1451
 CZ1451                         *CURRENT SURVEY CONTROL
 CZ1451  ___________________________________________________________________
 CZ1451* NAD 83(1986)-  32 37 26.     (N)    111 21 49.     (W)     SCALED    
 CZ1451* NAVD 88     -       551.513  (meters)    1809.42   (feet)  ADJUSTED  
 CZ1451  ___________________________________________________________________
 CZ1451  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1451  DYNAMIC HT  -         550.809 (meters)    1807.11  (feet)  COMP
 CZ1451  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 CZ1451
 CZ1451  VERT ORDER  -  FIRST     CLASS II
 CZ1451
 CZ1451.The horizontal coordinates were scaled from a topographic map and have
 CZ1451.an estimated accuracy of +/- 6 seconds.
 CZ1451
 CZ1451.The orthometric height was determined by differential leveling
 CZ1451.and adjusted by the National Geodetic Survey in June 1991..
 CZ1451
 CZ1451.The geoid height was determined by GEOID03.
 CZ1451
 CZ1451.The dynamic height is computed by dividing the NAVD 88
 CZ1451.geopotential number by the normal gravity value computed on the
 CZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1451.degrees latitude (g = 980.6199 gals.).
 CZ1451
 CZ1451.The modeled gravity was interpolated from observed gravity values.
 CZ1451
 CZ1451;                    North         East    Units  Estimated Accuracy
 CZ1451;SPC AZ C     -   180,180.      265,260.      MT  (+/- 180 meters Scaled)
 CZ1451
 CZ1451                          SUPERSEDED SURVEY CONTROL
 CZ1451
 CZ1451.No superseded survey control is available for this station.
 CZ1451
 CZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB658096(NAD 83)
 CZ1451_MARKER: DB = BENCH MARK DISK
 CZ1451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1451_SP_SET: HEADWALL
 CZ1451_STAMPING: 222
 CZ1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1451+STABILITY: SURFACE MOTION
 CZ1451
 CZ1451  HISTORY     - Date     Condition        Report By
 CZ1451  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1451  HISTORY     - 1980     GOOD             NGS
 CZ1451
 CZ1451                          STATION DESCRIPTION
 CZ1451
 CZ1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1451'58.6 KM NW FROM TUCSON.
 CZ1451'58.6 KILOMETERS (36.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1451'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ1451'SOUTHEAST OF HIGHWAY MILE POST 222, SET IN THE TOP CENTER OF THE
 CZ1451'NORTHEAST HEADWALL OF A THREE-CHANNEL CULVERT UNDER INTERSTATE HIGHWAY
 CZ1451'10, 59.8 METERS (196 FEET) SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD
 CZ1451'FROM THE SOUTHWEST RAIL OF THE TRACKS AT THE CENTER OF RAILROAD
 CZ1451'BRIDGE 947.35, 13.1 METERS (43 FEET) NORTHEAST OF THE CENTERLINE OF
 CZ1451'THE WESTBOUND LANES OF INTERSTATE 10 AND 5.3 METERS (17.4 FEET)
 CZ1451'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ1451'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0176 ***********************************************************************
 ET0176  DESIGNATION -  2228+22
 ET0176  PID         -  ET0176
 ET0176  STATE/COUNTY-  AZ/YAVAPAI
 ET0176  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0176
 ET0176                         *CURRENT SURVEY CONTROL
 ET0176  ___________________________________________________________________
 ET0176* NAD 83(1986)-  34 04 08.     (N)    112 09 07.     (W)     SCALED    
 ET0176* NAVD 88     -       602.16   (+/-2cm)    1975.6    (feet)  VERTCON   
 ET0176  ___________________________________________________________________
 ET0176  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0176
 ET0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0176
 ET0176.The horizontal coordinates were scaled from a topographic map and have
 ET0176.an estimated accuracy of +/- 6 seconds.
 ET0176
 ET0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0176.The vertical order pertains to the NGVD 29 superseded value.
 ET0176
 ET0176.The geoid height was determined by GEOID03.
 ET0176
 ET0176;                    North         East    Units  Estimated Accuracy
 ET0176;SPC AZ C     -   340,320.      191,640.      MT  (+/- 180 meters Scaled)
 ET0176
 ET0176                          SUPERSEDED SURVEY CONTROL
 ET0176
 ET0176  NGVD 29 (??/??/92)  601.541  (m)         1973.56   (f) ADJ UNCH    2 0
 ET0176
 ET0176.Superseded values are not recommended for survey control.
 ET0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0176.See file dsdata.txt to determine how the superseded data were derived.
 ET0176
 ET0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937703(NAD 83)
 ET0176_MARKER: DD = SURVEY DISK
 ET0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0176_SP_SET: CURB
 ET0176_STAMPING: 1973.26 2228+22 1950
 ET0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0176
 ET0176  HISTORY     - Date     Condition        Report By
 ET0176  HISTORY     - 1950     MONUMENTED       AZDT
 ET0176  HISTORY     - 1952     GOOD             NGS
 ET0176  HISTORY     - 1958     GOOD             NGS
 ET0176
 ET0176                          STATION DESCRIPTION
 ET0176
 ET0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0176'1.5 MI N FROM ROCK SPRINGS.
 ET0176'1.5 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0176'STORE AT ROCK SPRINGS, 0.5 MILE NORTH OF THE JUNCTION OF SQUAW CREEK
 ET0176'ROAD, AT THE CONCRETE BRIDGE OVER AUGA FRIA RIVER, IN TOP OF THE SOUTH
 ET0176'END OF THE WEST CONCRETE CURBING, 16 FEET WEST OF THE CENTER LINE OF
 ET0176'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND 0.8 FOOT NORTH OF THE
 ET0176'SOUTH END OF THE CURBING.  NOTE-- (1.0 MI N OF ROCK SPRINGS TO 2.0 MI.
 ET0176'E OF DUGAS).
 ET0176
 ET0176                          STATION RECOVERY (1958)
 ET0176
 ET0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1449 ***********************************************************************
 CZ1449  DESIGNATION -  223
 CZ1449  PID         -  CZ1449
 CZ1449  STATE/COUNTY-  AZ/PINAL
 CZ1449  USGS QUAD   -  RED ROCK (1993)
 CZ1449
 CZ1449                         *CURRENT SURVEY CONTROL
 CZ1449  ___________________________________________________________________
 CZ1449* NAD 83(1986)-  32 36 12.     (N)    111 20 52.     (W)     SCALED    
 CZ1449* NAVD 88     -       558.660  (meters)    1832.87   (feet)  ADJUSTED  
 CZ1449  ___________________________________________________________________
 CZ1449  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1449  DYNAMIC HT  -         557.942 (meters)    1830.51  (feet)  COMP
 CZ1449  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CZ1449
 CZ1449  VERT ORDER  -  FIRST     CLASS II
 CZ1449
 CZ1449.The horizontal coordinates were scaled from a topographic map and have
 CZ1449.an estimated accuracy of +/- 6 seconds.
 CZ1449
 CZ1449.The orthometric height was determined by differential leveling
 CZ1449.and adjusted by the National Geodetic Survey in June 1991..
 CZ1449
 CZ1449.The geoid height was determined by GEOID03.
 CZ1449
 CZ1449.The dynamic height is computed by dividing the NAVD 88
 CZ1449.geopotential number by the normal gravity value computed on the
 CZ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1449.degrees latitude (g = 980.6199 gals.).
 CZ1449
 CZ1449.The modeled gravity was interpolated from observed gravity values.
 CZ1449
 CZ1449;                    North         East    Units  Estimated Accuracy
 CZ1449;SPC AZ C     -   177,910.      266,760.      MT  (+/- 180 meters Scaled)
 CZ1449
 CZ1449                          SUPERSEDED SURVEY CONTROL
 CZ1449
 CZ1449.No superseded survey control is available for this station.
 CZ1449
 CZ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673073(NAD 83)
 CZ1449_MARKER: DB = BENCH MARK DISK
 CZ1449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1449_SP_SET: HEADWALL
 CZ1449_STAMPING: 223
 CZ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1449+STABILITY: SURFACE MOTION
 CZ1449
 CZ1449  HISTORY     - Date     Condition        Report By
 CZ1449  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1449  HISTORY     - 1980     GOOD             NGS
 CZ1449
 CZ1449                          STATION DESCRIPTION
 CZ1449
 CZ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1449'55.9 KM NW FROM TUCSON.
 CZ1449'55.9 KILOMETERS (34.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1449'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ1449'NORTHWEST OF HIGHWAY MILE POST 224, SET IN TOP OF THE NORTHEAST
 CZ1449'HEADWALL OF A 4-CHANNEL CULVERT UNDER INTERSTATE HIGHWAY 10, 60.1
 CZ1449'METERS (197 FEET) SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD FROM THE
 CZ1449'SOUTHWEST RAIL AT THE CENTER OF RAILROAD BRIDGE 949.28, 12.8 METERS
 CZ1449'(42.0 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CZ1449'INTERSTATE 10 AND 6.8 METERS (22.3 FEET) NORTHWEST OF THE SOUTHEAST
 CZ1449'END OF THE HEADWALL.
 CZ1449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0412 ***********************************************************************
 CY0412  DESIGNATION -  2235+97.9
 CY0412  PID         -  CY0412
 CY0412  STATE/COUNTY-  AZ/COCHISE
 CY0412  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0412
 CY0412                         *CURRENT SURVEY CONTROL
 CY0412  ___________________________________________________________________
 CY0412* NAD 83(1986)-  32 17 16.     (N)    109 48 26.     (W)     SCALED    
 CY0412* NAVD 88     -      1279.647  (meters)    4198.31   (feet)  ADJUSTED  
 CY0412  ___________________________________________________________________
 CY0412  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0412  DYNAMIC HT  -        1277.736 (meters)    4192.04  (feet)  COMP
 CY0412  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 CY0412
 CY0412  VERT ORDER  -  FIRST     CLASS II
 CY0412
 CY0412.The horizontal coordinates were scaled from a topographic map and have
 CY0412.an estimated accuracy of +/- 6 seconds.
 CY0412
 CY0412.The orthometric height was determined by differential leveling
 CY0412.and adjusted by the National Geodetic Survey in June 1991..
 CY0412
 CY0412.The geoid height was determined by GEOID03.
 CY0412
 CY0412.The dynamic height is computed by dividing the NAVD 88
 CY0412.geopotential number by the normal gravity value computed on the
 CY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0412.degrees latitude (g = 980.6199 gals.).
 CY0412
 CY0412.The modeled gravity was interpolated from observed gravity values.
 CY0412
 CY0412;                    North         East    Units  Estimated Accuracy
 CY0412;SPC AZ E     -   142,830.      247,220.      MT  (+/- 180 meters Scaled)
 CY0412
 CY0412                          SUPERSEDED SURVEY CONTROL
 CY0412
 CY0412  NGVD 29 (??/??/92) 1278.977  (m)         4196.11   (f) ADJ UNCH    1 2
 CY0412
 CY0412.Superseded values are not recommended for survey control.
 CY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0412.See file dsdata.txt to determine how the superseded data were derived.
 CY0412
 CY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA123729(NAD 83)
 CY0412_MARKER: DD = SURVEY DISK
 CY0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0412_SP_SET: CULVERT
 CY0412_STAMPING: 4196.45 2235+97.9 1938
 CY0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0412
 CY0412  HISTORY     - Date     Condition        Report By
 CY0412  HISTORY     - 1938     MONUMENTED       AZHD
 CY0412  HISTORY     - 1952     GOOD             NGS
 CY0412  HISTORY     - 1979     GOOD             NGS
 CY0412
 CY0412                          STATION DESCRIPTION
 CY0412
 CY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0412'2.7 MI NE FROM WILLCOX.
 CY0412'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0412'WILLCOX, SET IN TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL
 CY0412'OF A CULVERT OVER A DRY WASH, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST
 CY0412'NUMBER 331, 270.0 FEET EAST ACROSS THE HIGHWAY FROM THE NORTHEAST
 CY0412'CORNER OF THE SHADY CAFE, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF
 CY0412'THE HIGHWAY, 16.3 FEET NORTHEAST OF A CULVERT SAFETY POST, 10.2 FEET
 CY0412'SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, 0.5 FOOT HIGHER THAN
 CY0412'THE HIGHWAY.
 CY0412
 CY0412                          STATION RECOVERY (1979)
 CY0412
 CY0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0412'4.6 KILOMETERS (2.9 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0412'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0412'MILE) SOUTHWEST OF MILE POST 343, SET IN THE TOP CENTER OF THE
 CY0412'SOUTHEAST HEADWALL FOR A DOUBLE BOX CULVERT, 6.2 METERS (20.4 FEET)
 CY0412'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 82.3 METERS (270
 CY0412'FEET) EAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE
 CY0412'SILVER BULLET RESTAURANT AND LOUNGE.
 CY0412'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0168 ***********************************************************************
 DB0168  DESIGNATION -  224.158
 DB0168  PID         -  DB0168
 DB0168  STATE/COUNTY-  AZ/YUMA
 DB0168  USGS QUAD   -  LIGURTA (1965)
 DB0168
 DB0168                         *CURRENT SURVEY CONTROL
 DB0168  ___________________________________________________________________
 DB0168* NAD 83(1986)-  32 40 13.     (N)    114 16 15.     (W)     SCALED    
 DB0168* NAVD 88     -        68.95   (+/-2cm)     226.2    (feet)  VERTCON   
 DB0168  ___________________________________________________________________
 DB0168  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0168
 DB0168  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0168
 DB0168.The horizontal coordinates were scaled from a topographic map and have
 DB0168.an estimated accuracy of +/- 6 seconds.
 DB0168
 DB0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0168.The vertical order pertains to the NGVD 29 superseded value.
 DB0168
 DB0168.The geoid height was determined by GEOID03.
 DB0168
 DB0168;                    North         East    Units  Estimated Accuracy
 DB0168;SPC AZ W     -   185,320.      164,510.      MT  (+/- 180 meters Scaled)
 DB0168
 DB0168                          SUPERSEDED SURVEY CONTROL
 DB0168
 DB0168  NGVD 29 (??/??/??)   68.307  (m)          224.10   (f) ADJUSTED    1 2
 DB0168
 DB0168.Superseded values are not recommended for survey control.
 DB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0168.See file dsdata.txt to determine how the superseded data were derived.
 DB0168
 DB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS559180(NAD 83)
 DB0168_MARKER: DD = SURVEY DISK
 DB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0168_STAMPING: 224.158 1949
 DB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0168+STABILITY: SURFACE MOTION
 DB0168
 DB0168  HISTORY     - Date     Condition        Report By
 DB0168  HISTORY     - 1949     MONUMENTED       BOR
 DB0168  HISTORY     - 1960     GOOD             NGS
 DB0168  HISTORY     - 1981     POOR             NGS
 DB0168  HISTORY     - 1981     POOR             NGS
 DB0168  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DB0168
 DB0168                          STATION DESCRIPTION
 DB0168
 DB0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0168'1.6 MI E FROM LIGURTA.
 DB0168'1.4 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA TO A BRIDGE OVER
 DB0168'A CANAL, THENCE 0.15 MILE SOUTHEAST ON DIRT ROAD, 28 FEET SOUTH
 DB0168'OF THE CENTERLINE OF THE ROAD, 6 INCHES WEST OF A WHITE WOODEN
 DB0168'WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 DB0168'INCHES.
 DB0168
 DB0168                          STATION RECOVERY (1981)
 DB0168
 DB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0168'MARK RECOVERED IN POOR CONDITION.
 DB0168
 DB0168                          STATION RECOVERY (1981)
 DB0168
 DB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0168'MARK RECOVERED IN POOR CONDITION.
 DB0168
 DB0168                          STATION RECOVERY (1990)
 DB0168
 DB0168'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0301 ***********************************************************************
 DA0301  DESIGNATION -  2245.6
 DA0301  PID         -  DA0301
 DA0301  STATE/COUNTY-  AZ/PIMA
 DA0301  USGS QUAD   -  VENTANA (1990)
 DA0301
 DA0301                         *CURRENT SURVEY CONTROL
 DA0301  ___________________________________________________________________
 DA0301* NAD 83(1986)-  32 28 33.     (N)    112 10 45.     (W)     SCALED    
 DA0301* NAVD 88     -       685.13   (+/-2cm)    2247.8    (feet)  VERTCON   
 DA0301  ___________________________________________________________________
 DA0301  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0301
 DA0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0301
 DA0301.The horizontal coordinates were scaled from a topographic map and have
 DA0301.an estimated accuracy of +/- 6 seconds.
 DA0301
 DA0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0301.The vertical order pertains to the NGVD 29 superseded value.
 DA0301
 DA0301.The geoid height was determined by GEOID03.
 DA0301
 DA0301;                    North         East    Units  Estimated Accuracy
 DA0301;SPC AZ C     -   163,660.      188,690.      MT  (+/- 180 meters Scaled)
 DA0301
 DA0301                          SUPERSEDED SURVEY CONTROL
 DA0301
 DA0301  NGVD 29 (??/??/92)  684.442  (m)         2245.54   (f) ADJ UNCH    2 0
 DA0301
 DA0301.Superseded values are not recommended for survey control.
 DA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0301.See file dsdata.txt to determine how the superseded data were derived.
 DA0301
 DA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA891937(NAD 83)
 DA0301_MARKER: B = BOLT
 DA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0301+STABILITY: SURFACE MOTION
 DA0301
 DA0301  HISTORY     - Date     Condition        Report By
 DA0301  HISTORY     - UNK      MONUMENTED       USGS
 DA0301  HISTORY     - 1952     GOOD             NGS
 DA0301
 DA0301                          STATION DESCRIPTION
 DA0301
 DA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0301'13.9 MI SW FROM QUAJOTE.
 DA0301'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0301'VILLAGE OF QUAJOTE, THENCE 11.3 MILES SOUTHWEST ALONG A GRADED ROAD ON
 DA0301'TOP OF A STEEP RIDGE, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD
 DA0301'AND AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0301'ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0413 ***********************************************************************
 CY0413  DESIGNATION -  2246+00
 CY0413  PID         -  CY0413
 CY0413  STATE/COUNTY-  AZ/COCHISE
 CY0413  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0413
 CY0413                         *CURRENT SURVEY CONTROL
 CY0413  ___________________________________________________________________
 CY0413* NAD 83(1986)-  32 17 26.     (N)    109 48 22.     (W)     SCALED    
 CY0413* NAVD 88     -      1281.340  (meters)    4203.86   (feet)  ADJUSTED  
 CY0413  ___________________________________________________________________
 CY0413  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0413  DYNAMIC HT  -        1279.428 (meters)    4197.59  (feet)  COMP
 CY0413  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 CY0413
 CY0413  VERT ORDER  -  FIRST     CLASS II
 CY0413
 CY0413.The horizontal coordinates were scaled from a topographic map and have
 CY0413.an estimated accuracy of +/- 6 seconds.
 CY0413
 CY0413.The orthometric height was determined by differential leveling
 CY0413.and adjusted by the National Geodetic Survey in June 1991..
 CY0413
 CY0413.The geoid height was determined by GEOID03.
 CY0413
 CY0413.The dynamic height is computed by dividing the NAVD 88
 CY0413.geopotential number by the normal gravity value computed on the
 CY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0413.degrees latitude (g = 980.6199 gals.).
 CY0413
 CY0413.The modeled gravity was interpolated from observed gravity values.
 CY0413
 CY0413;                    North         East    Units  Estimated Accuracy
 CY0413;SPC AZ E     -   143,140.      247,320.      MT  (+/- 180 meters Scaled)
 CY0413
 CY0413                          SUPERSEDED SURVEY CONTROL
 CY0413
 CY0413  NGVD 29 (??/??/92) 1280.624  (m)         4201.51   (f) ADJ UNCH    1 2
 CY0413
 CY0413.Superseded values are not recommended for survey control.
 CY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0413.See file dsdata.txt to determine how the superseded data were derived.
 CY0413
 CY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA124732(NAD 83)
 CY0413_MARKER: DD = SURVEY DISK
 CY0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0413_SP_SET: CULVERT
 CY0413_STAMPING: 4201.91 2246.00 1938
 CY0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0413
 CY0413  HISTORY     - Date     Condition        Report By
 CY0413  HISTORY     - 1938     MONUMENTED       AZHD
 CY0413  HISTORY     - 1952     GOOD             NGS
 CY0413  HISTORY     - 1979     GOOD             NGS
 CY0413
 CY0413                          STATION DESCRIPTION
 CY0413
 CY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0413'2.9 MI NE FROM WILLCOX.
 CY0413'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0413'WILLCOX, 0.1 MILE NORTHEAST OF HIGHWAY MILEPOST NUMBER 331 SET IN THE
 CY0413'CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT OVER A DRY
 CY0413'WASH, 82.0 FEET NORTHWEST OF A FENCE, 18 1/2 FEET SOUTHEAST OF THE
 CY0413'CENTER LINE OF THE HIGHWAY, 15.8 FEET NORTHEAST OF A CULVERT SAFETY
 CY0413'POST, 9.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, 0.4 FOOT
 CY0413'HIGHER THAN THE HIGHWAY.
 CY0413
 CY0413                          STATION RECOVERY (1979)
 CY0413
 CY0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0413'5.0 KILOMETERS (3.1 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM ITS
 CY0413'INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0413'NORTHEAST OF MILE POST 343, SET IN THE TOP CENTER OF THE SOUTHEAST
 CY0413'HEADWALL FOR A DOUBLE BOX CULVERT, 5.8 METERS (19.1 FEET) SOUTHEAST
 CY0413'OF THE CENTERLINE OF THE HIGHWAY.
 CY0413'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1447 ***********************************************************************
 CZ1447  DESIGNATION -  225
 CZ1447  PID         -  CZ1447
 CZ1447  STATE/COUNTY-  AZ/PINAL
 CZ1447  USGS QUAD   -  RED ROCK (1993)
 CZ1447
 CZ1447                         *CURRENT SURVEY CONTROL
 CZ1447  ___________________________________________________________________
 CZ1447* NAD 83(1986)-  32 35 04.     (N)    111 19 56.     (W)     SCALED    
 CZ1447* NAVD 88     -       566.206  (meters)    1857.63   (feet)  ADJUSTED  
 CZ1447  ___________________________________________________________________
 CZ1447  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CZ1447  DYNAMIC HT  -         565.472 (meters)    1855.22  (feet)  COMP
 CZ1447  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 CZ1447
 CZ1447  VERT ORDER  -  FIRST     CLASS II
 CZ1447
 CZ1447.The horizontal coordinates were scaled from a topographic map and have
 CZ1447.an estimated accuracy of +/- 6 seconds.
 CZ1447
 CZ1447.The orthometric height was determined by differential leveling
 CZ1447.and adjusted by the National Geodetic Survey in June 1991..
 CZ1447
 CZ1447.The geoid height was determined by GEOID03.
 CZ1447
 CZ1447.The dynamic height is computed by dividing the NAVD 88
 CZ1447.geopotential number by the normal gravity value computed on the
 CZ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1447.degrees latitude (g = 980.6199 gals.).
 CZ1447
 CZ1447.The modeled gravity was interpolated from observed gravity values.
 CZ1447
 CZ1447;                    North         East    Units  Estimated Accuracy
 CZ1447;SPC AZ C     -   175,820.      268,230.      MT  (+/- 180 meters Scaled)
 CZ1447
 CZ1447                          SUPERSEDED SURVEY CONTROL
 CZ1447
 CZ1447.No superseded survey control is available for this station.
 CZ1447
 CZ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB688052(NAD 83)
 CZ1447_MARKER: DB = BENCH MARK DISK
 CZ1447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1447_SP_SET: HEADWALL
 CZ1447_STAMPING: 225
 CZ1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1447+STABILITY: SURFACE MOTION
 CZ1447
 CZ1447  HISTORY     - Date     Condition        Report By
 CZ1447  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1447  HISTORY     - 1980     GOOD             NGS
 CZ1447
 CZ1447                          STATION DESCRIPTION
 CZ1447
 CZ1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1447'53.3 KM NW FROM TUCSON.
 CZ1447'53.3 KILOMETERS (33.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1447'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ1447'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT UNDER INTERSTATE HIGHWAY
 CZ1447'10, 61.6 METERS (202 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CZ1447'MAIN TRACK AT THE NORTHWEST END OF RAILROAD BRIDGE 950.80, 12.8
 CZ1447'METERS (42 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ1447'LANES OF THE HIGHWAY AND 2.8 METERS (9.2 FEET) NORTHWEST OF THE
 CZ1447'SOUTHWEST END OF THE HEADWALL.
 CZ1447'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1426 ***********************************************************************
 CZ1426  DESIGNATION -  225+13.9
 CZ1426  PID         -  CZ1426
 CZ1426  STATE/COUNTY-  AZ/PIMA
 CZ1426  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1426
 CZ1426                         *CURRENT SURVEY CONTROL
 CZ1426  ___________________________________________________________________
 CZ1426* NAD 83(1986)-  32 22 34.     (N)    111 06 23.     (W)     SCALED    
 CZ1426* NAVD 88     -       647.363  (meters)    2123.89   (feet)  ADJUSTED  
 CZ1426  ___________________________________________________________________
 CZ1426  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ1426  DYNAMIC HT  -         646.497 (meters)    2121.05  (feet)  COMP
 CZ1426  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 CZ1426
 CZ1426  VERT ORDER  -  FIRST     CLASS II
 CZ1426
 CZ1426.The horizontal coordinates were scaled from a topographic map and have
 CZ1426.an estimated accuracy of +/- 6 seconds.
 CZ1426
 CZ1426.The orthometric height was determined by differential leveling
 CZ1426.and adjusted by the National Geodetic Survey in June 1991..
 CZ1426
 CZ1426.The geoid height was determined by GEOID03.
 CZ1426
 CZ1426.The dynamic height is computed by dividing the NAVD 88
 CZ1426.geopotential number by the normal gravity value computed on the
 CZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1426.degrees latitude (g = 980.6199 gals.).
 CZ1426
 CZ1426.The modeled gravity was interpolated from observed gravity values.
 CZ1426
 CZ1426;                    North         East    Units  Estimated Accuracy
 CZ1426;SPC AZ C     -   152,860.      289,610.      MT  (+/- 180 meters Scaled)
 CZ1426
 CZ1426                          SUPERSEDED SURVEY CONTROL
 CZ1426
 CZ1426  NGVD 29 (??/??/92)  646.708  (m)         2121.74   (f) ADJ UNCH    1 2
 CZ1426
 CZ1426.Superseded values are not recommended for survey control.
 CZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1426.See file dsdata.txt to determine how the superseded data were derived.
 CZ1426
 CZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA899821(NAD 83)
 CZ1426_MARKER: DB = BENCH MARK DISK
 CZ1426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1426_SP_SET: BRIDGE
 CZ1426_STAMPING: 225+13.9 2122.17 1930
 CZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1426+STABILITY: SURFACE MOTION
 CZ1426
 CZ1426  HISTORY     - Date     Condition        Report By
 CZ1426  HISTORY     - 1930     MONUMENTED       AZHD
 CZ1426  HISTORY     - 1980     GOOD             NGS
 CZ1426  HISTORY     - 19970309 GOOD             USPSQD
 CZ1426
 CZ1426                          STATION DESCRIPTION
 CZ1426
 CZ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1426'21.6 KM NW FROM TUCSON.
 CZ1426'21.6 KILOMETERS (13.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1426'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ1426'NORTHEAST HEADWALL OF A CONCRETE BRIDGE FOR THE FRONTAGE ROAD,
 CZ1426'37.5 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 CZ1426'TRACKS, 14.6 METERS (48 FEET) SOUTHEAST OF THE CENTERLINE OF EL
 CZ1426'CAMINO DE MANANA ROAD AND 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ1426'CENTERLINE OF THE FRONTAGE ROAD.  NOTE--THERE IS NO ARCHIVE NUMBER
 CZ1426'FOR THIS MARK.
 CZ1426'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
 CZ1426
 CZ1426                          STATION RECOVERY (1997)
 CZ1426
 CZ1426'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0097 ***********************************************************************
 FS0097  DESIGNATION -  2258.32
 FS0097  PID         -  FS0097
 FS0097  STATE/COUNTY-  AZ/MOHAVE
 FS0097  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0097
 FS0097                         *CURRENT SURVEY CONTROL
 FS0097  ___________________________________________________________________
 FS0097* NAD 83(1986)-  35 50 00.     (N)    114 33 53.     (W)     SCALED    
 FS0097* NAVD 88     -       688.566  (meters)    2259.07   (feet)  POSTED    
 FS0097  ___________________________________________________________________
 FS0097  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0097  DYNAMIC HT  -         687.860 (meters)    2256.75  (feet)  COMP
 FS0097  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 FS0097
 FS0097  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0097
 FS0097.The horizontal coordinates were scaled from a topographic map and have
 FS0097.an estimated accuracy of +/- 6 seconds.
 FS0097
 FS0097.The orthometric height was determined by differential leveling
 FS0097.and adjusted by the National Geodetic Survey in 1992..
 FS0097.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0097.rate of 3.1 thru 4.0 mm/km.
 FS0097
 FS0097.The geoid height was determined by GEOID03.
 FS0097
 FS0097.The dynamic height is computed by dividing the NAVD 88
 FS0097.geopotential number by the normal gravity value computed on the
 FS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0097.degrees latitude (g = 980.6199 gals.).
 FS0097
 FS0097.The modeled gravity was interpolated from observed gravity values.
 FS0097
 FS0097;                    North         East    Units  Estimated Accuracy
 FS0097;SPC AZ W     -   536,350.      139,750.      MT  (+/- 180 meters Scaled)
 FS0097
 FS0097                          SUPERSEDED SURVEY CONTROL
 FS0097
 FS0097  NGVD 29 (??/??/92)  687.831  (m)         2256.66   (f) ADJ UNCH    1 1
 FS0097
 FS0097.Superseded values are not recommended for survey control.
 FS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0097.See file dsdata.txt to determine how the superseded data were derived.
 FS0097
 FS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV199682(NAD 83)
 FS0097_MARKER: DD = SURVEY DISK
 FS0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0097_SP_SET: CULVERT
 FS0097_STAMPING: 2258.32
 FS0097_MARK LOGO: BPR   
 FS0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0097
 FS0097  HISTORY     - Date     Condition        Report By
 FS0097  HISTORY     - UNK      MONUMENTED       BPR
 FS0097  HISTORY     - 1950     GOOD             NGS
 FS0097  HISTORY     - 1963     GOOD             NGS
 FS0097  HISTORY     - 1982     GOOD             NGS
 FS0097
 FS0097                          STATION DESCRIPTION
 FS0097
 FS0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0097'17.9 MI SE FROM HOOVER DAM.
 FS0097'17.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0097'(ARIZONA) END OF HOOVER DAM, 112 FEET NORTHWEST OF MILEPOST 18,
 FS0097'AT A 6- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0097'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 16.5 FEET SOUTHWEST
 FS0097'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0097'HIGHWAY.
 FS0097
 FS0097                          STATION RECOVERY (1963)
 FS0097
 FS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0097'RECOVERED IN GOOD CONDITION.
 FS0097
 FS0097                          STATION RECOVERY (1982)
 FS0097
 FS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0070 ***********************************************************************
 FS0070  DESIGNATION -  2258.64
 FS0070  PID         -  FS0070
 FS0070  STATE/COUNTY-  AZ/MOHAVE
 FS0070  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0070
 FS0070                         *CURRENT SURVEY CONTROL
 FS0070  ___________________________________________________________________
 FS0070* NAD 83(1986)-  35 57 07.     (N)    114 38 59.     (W)     SCALED    
 FS0070* NAVD 88     -       688.507  (meters)    2258.88   (feet)  ADJUSTED  
 FS0070  ___________________________________________________________________
 FS0070  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0070  DYNAMIC HT  -         687.801 (meters)    2256.56  (feet)  COMP
 FS0070  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FS0070
 FS0070  VERT ORDER  -  FIRST     CLASS I
 FS0070
 FS0070.The horizontal coordinates were scaled from a topographic map and have
 FS0070.an estimated accuracy of +/- 6 seconds.
 FS0070
 FS0070.The orthometric height was determined by differential leveling
 FS0070.and adjusted by the National Geodetic Survey in June 1991..
 FS0070
 FS0070.The geoid height was determined by GEOID03.
 FS0070
 FS0070.The dynamic height is computed by dividing the NAVD 88
 FS0070.geopotential number by the normal gravity value computed on the
 FS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0070.degrees latitude (g = 980.6199 gals.).
 FS0070
 FS0070.The modeled gravity was interpolated from observed gravity values.
 FS0070
 FS0070;                    North         East    Units  Estimated Accuracy
 FS0070;SPC AZ W     -   549,570.      132,190.      MT  (+/- 180 meters Scaled)
 FS0070
 FS0070                          SUPERSEDED SURVEY CONTROL
 FS0070
 FS0070  NGVD 29 (??/??/92)  687.805  (m)         2256.57   (f) ADJ UNCH    1 1
 FS0070
 FS0070.Superseded values are not recommended for survey control.
 FS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0070.See file dsdata.txt to determine how the superseded data were derived.
 FS0070
 FS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV119811(NAD 83)
 FS0070_MARKER: P = PIPE CAP
 FS0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0070_SP_SET: CULVERT
 FS0070_STAMPING: 2731+420 2258.64 1935
 FS0070_MARK LOGO: BPR   
 FS0070_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0070
 FS0070  HISTORY     - Date     Condition        Report By
 FS0070  HISTORY     - 1935     MONUMENTED       BPR
 FS0070  HISTORY     - 1950     GOOD             NGS
 FS0070  HISTORY     - 1963     GOOD             NGS
 FS0070  HISTORY     - 1981     GOOD             NGS
 FS0070
 FS0070                          STATION DESCRIPTION
 FS0070
 FS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0070'7.8 MI SE FROM HOOVER DAM.
 FS0070'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0070'(ARIZONA) END OF HOOVER DAM, BETWEEN TWO ROCK CUTS, 49.5 FEET
 FS0070'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.7 FEET SOUTH OF
 FS0070'THE CENTER OF THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL
 FS0070'PIPE CULVERT, 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FS0070'DRY WASH, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SCREWED
 FS0070'ON THE TOP OF A 2 1/2 INCH GALVANIZED IRON PIPE PROJECTING 0.6
 FS0070'FOOT ABOVE THE GROUND.
 FS0070
 FS0070                          STATION RECOVERY (1963)
 FS0070
 FS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0070'RECOVERED IN GOOD CONDITION.
 FS0070
 FS0070                          STATION RECOVERY (1981)
 FS0070
 FS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0070'12.2 KM (7.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0070'OF HOOVER DAM, IN THE VALLEY ON TOP OF A ROCK CUT, 43.0 METERS (141
 FS0070'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.5 FT)
 FS0070'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 9.4 METERS (30.7 FT)
 FS0070'SOUTH OF THE SOUTHWEST END OF A 24-INCH METAL PIPE CULVERT UNDER THE
 FS0070'OLD HIGHWAY.
 FS0070'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0070'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0071 ***********************************************************************
 FS0071  DESIGNATION -  2262.06
 FS0071  PID         -  FS0071
 FS0071  STATE/COUNTY-  AZ/MOHAVE
 FS0071  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0071
 FS0071                         *CURRENT SURVEY CONTROL
 FS0071  ___________________________________________________________________
 FS0071* NAD 83(1986)-  35 57 07.     (N)    114 39 00.     (W)     SCALED    
 FS0071* NAVD 88     -       689.547  (meters)    2262.29   (feet)  ADJUSTED  
 FS0071  ___________________________________________________________________
 FS0071  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0071  DYNAMIC HT  -         688.840 (meters)    2259.97  (feet)  COMP
 FS0071  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FS0071
 FS0071  VERT ORDER  -  FIRST     CLASS I
 FS0071
 FS0071.The horizontal coordinates were scaled from a topographic map and have
 FS0071.an estimated accuracy of +/- 6 seconds.
 FS0071
 FS0071.The orthometric height was determined by differential leveling
 FS0071.and adjusted by the National Geodetic Survey in June 1991..
 FS0071
 FS0071.The geoid height was determined by GEOID03.
 FS0071
 FS0071.The dynamic height is computed by dividing the NAVD 88
 FS0071.geopotential number by the normal gravity value computed on the
 FS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0071.degrees latitude (g = 980.6199 gals.).
 FS0071
 FS0071.The modeled gravity was interpolated from observed gravity values.
 FS0071
 FS0071;                    North         East    Units  Estimated Accuracy
 FS0071;SPC AZ W     -   549,570.      132,170.      MT  (+/- 180 meters Scaled)
 FS0071
 FS0071                          SUPERSEDED SURVEY CONTROL
 FS0071
 FS0071  NGVD 29 (??/??/92)  688.845  (m)         2259.99   (f) ADJ UNCH    1 1
 FS0071
 FS0071.Superseded values are not recommended for survey control.
 FS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0071.See file dsdata.txt to determine how the superseded data were derived.
 FS0071
 FS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV119811(NAD 83)
 FS0071_MARKER: P = PIPE CAP
 FS0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0071_STAMPING: 2262.06 2731+420 1935
 FS0071_MARK LOGO: BPR   
 FS0071_PROJECTION: PROJECTING 17 CENTIMETERS
 FS0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0071
 FS0071  HISTORY     - Date     Condition        Report By
 FS0071  HISTORY     - 1935     MONUMENTED       BPR
 FS0071  HISTORY     - 1950     GOOD             NGS
 FS0071  HISTORY     - 1963     GOOD             NGS
 FS0071  HISTORY     - 1981     GOOD             NGS
 FS0071
 FS0071                          STATION DESCRIPTION
 FS0071
 FS0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0071'7.8 MI SE FROM HOOVER DAM.
 FS0071'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0071'(ARIZONA) END OF HOOVER DAM, BETWEEN TWO ROCK CUTS, DIRECTLY
 FS0071'ACROSS THE HIGHWAY FROM B. M. 2262.06 (BPR  ), 50.8 FEET NORTHEAST
 FS0071'OF THE CENTER LINE OF THE HIGHWAY, 36.5 FEET NORTHEAST OF THE
 FS0071'CENTER OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE
 FS0071'CULVERT, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRY
 FS0071'WASH, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND SCREWED ON THE
 FS0071'TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING 0.5 FOOT ABOVE
 FS0071'THE GROUND.
 FS0071
 FS0071                          STATION RECOVERY (1963)
 FS0071
 FS0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0071'RECOVERED IN GOOD CONDITION.
 FS0071
 FS0071                          STATION RECOVERY (1981)
 FS0071
 FS0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0071'12.2 KM (7.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0071'OF HOOVER DAM, IN A VALLEY ON TOP OF A ROCK CUT, 73.5 METERS (241 FT)
 FS0071'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS (50.8 FT)
 FS0071'NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 30.5 METERS (100 FT)
 FS0071'NORTHEAST OF AND ACROSS THE OLD HIGHWAY FROM BENCH MARK 2258.64 BPR.
 FS0071'THE MARK IS 30.5 METERS  NE FROM A WITNESS POST.
 FS0071'THE MARK IS 2.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0281 ***********************************************************************
 CG0281  DESIGNATION -  2263+519
 CG0281  PID         -  CG0281
 CG0281  STATE/COUNTY-  AZ/PIMA
 CG0281  USGS QUAD   -  SAHUARITA (1981)
 CG0281
 CG0281                         *CURRENT SURVEY CONTROL
 CG0281  ___________________________________________________________________
 CG0281* NAD 83(1986)-  31 53 57.     (N)    110 59 08.     (W)     SCALED    
 CG0281* NAVD 88     -       866.79   (+/-2cm)    2843.8    (feet)  VERTCON   
 CG0281  ___________________________________________________________________
 CG0281  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0281
 CG0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0281
 CG0281.The horizontal coordinates were scaled from a topographic map and have
 CG0281.an estimated accuracy of +/- 6 seconds.
 CG0281
 CG0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0281.The vertical order pertains to the NGVD 29 superseded value.
 CG0281
 CG0281.The geoid height was determined by GEOID03.
 CG0281
 CG0281;                    North         East    Units  Estimated Accuracy
 CG0281;SPC AZ C     -   100,070.      301,430.      MT  (+/- 180 meters Scaled)
 CG0281
 CG0281                          SUPERSEDED SURVEY CONTROL
 CG0281
 CG0281  NGVD 29 (??/??/92)  866.081  (m)         2841.47   (f) ADJ UNCH    2 0
 CG0281
 CG0281.Superseded values are not recommended for survey control.
 CG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0281.See file dsdata.txt to determine how the superseded data were derived.
 CG0281
 CG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA013292(NAD 83)
 CG0281_MARKER: DD = SURVEY DISK
 CG0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0281_SP_SET: BRIDGE
 CG0281_STAMPING: 2263 + 519 2841 56
 CG0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0281
 CG0281  HISTORY     - Date     Condition        Report By
 CG0281  HISTORY     - UNK      MONUMENTED       AZHD
 CG0281  HISTORY     - 1962     GOOD             NGS
 CG0281
 CG0281                          STATION DESCRIPTION
 CG0281
 CG0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0281'4.5 MI SW FROM SAHUARITA.
 CG0281'4.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0281'SAHUARITA, 26 FEET WEST OF THE CENTER OF U.S. HIGHWAY 89, 6.1 FEET
 CG0281'WEST OF A GUARD RAIL, AN AHD DISK SET IN A DRILLHOLE IN THE WEST
 CG0281'HEADWALL OF A CONCRETE BRIDGE OVER A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0097 ***********************************************************************
 EU0097  DESIGNATION -  2267.98
 EU0097  PID         -  EU0097
 EU0097  STATE/COUNTY-  AZ/MOHAVE
 EU0097  USGS QUAD   -  YUCCA NW (1970)
 EU0097
 EU0097                         *CURRENT SURVEY CONTROL
 EU0097  ___________________________________________________________________
 EU0097* NAD 83(1986)-  34 59 26.     (N)    114 08 18.     (W)     SCALED    
 EU0097* NAVD 88     -       691.951  (meters)    2270.18   (feet)  ADJUSTED  
 EU0097  ___________________________________________________________________
 EU0097  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EU0097  DYNAMIC HT  -         691.169 (meters)    2267.61  (feet)  COMP
 EU0097  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 EU0097
 EU0097  VERT ORDER  -  FIRST     CLASS II
 EU0097
 EU0097.The horizontal coordinates were scaled from a topographic map and have
 EU0097.an estimated accuracy of +/- 6 seconds.
 EU0097
 EU0097.The orthometric height was determined by differential leveling
 EU0097.and adjusted by the National Geodetic Survey in June 1991..
 EU0097
 EU0097.The geoid height was determined by GEOID03.
 EU0097
 EU0097.The dynamic height is computed by dividing the NAVD 88
 EU0097.geopotential number by the normal gravity value computed on the
 EU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0097.degrees latitude (g = 980.6199 gals.).
 EU0097
 EU0097.The modeled gravity was interpolated from observed gravity values.
 EU0097
 EU0097;                    North         East    Units  Estimated Accuracy
 EU0097;SPC AZ W     -   442,610.      177,910.      MT  (+/- 180 meters Scaled)
 EU0097
 EU0097                          SUPERSEDED SURVEY CONTROL
 EU0097
 EU0097  NGVD 29 (??/??/??)  691.214  (m)         2267.76   (f) ADJUSTED    1 2
 EU0097
 EU0097.Superseded values are not recommended for survey control.
 EU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0097.See file dsdata.txt to determine how the superseded data were derived.
 EU0097
 EU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU611757(NAD 83)
 EU0097_MARKER: DD = SURVEY DISK
 EU0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0097_SP_SET: CULVERT
 EU0097_STAMPING: 2267.98 1795-01-25 1950
 EU0097_MARK LOGO: AZHD  
 EU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0097
 EU0097  HISTORY     - Date     Condition        Report By
 EU0097  HISTORY     - 1950     MONUMENTED       AZHD
 EU0097  HISTORY     - 1961     GOOD             NGS
 EU0097  HISTORY     - 1981     GOOD             NGS
 EU0097
 EU0097                          STATION DESCRIPTION
 EU0097
 EU0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0097'8.8 MI NE FROM YUCCA.
 EU0097'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0097'THENCE 8.55 MILES NORTH ALONG U.S. HIGHWAY 66 TO MILE POST 34, SET
 EU0097'IN TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 16 FOOT
 EU0097'CONCRETE BOX CULVERT, 27 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EU0097'140 FEET SOUTH OF MILE POST 34, AND ABOUT 2 FEET BELOW THE LEVEL OF
 EU0097'THE HIGHWAY.
 EU0097
 EU0097                          STATION RECOVERY (1981)
 EU0097
 EU0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0097'14.7 KM (9.15 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0097'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0097'EAST HEADWALL OF A LARGE DOUBLE BOX CULVERT, 8.2 METERS (27 FT) EAST
 EU0097'OF THE CENTERLINE OF THE EAST LANES, 53.5 METERS (175.5 FT) NORTH OF
 EU0097'MILEPOST 34.
 EU0097'THE MARK IS 0.6 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1444 ***********************************************************************
 CZ1444  DESIGNATION -  227
 CZ1444  PID         -  CZ1444
 CZ1444  STATE/COUNTY-  AZ/PINAL
 CZ1444  USGS QUAD   -  RED ROCK (1993)
 CZ1444
 CZ1444                         *CURRENT SURVEY CONTROL
 CZ1444  ___________________________________________________________________
 CZ1444* NAD 83(1986)-  32 33 56.     (N)    111 18 58.     (W)     SCALED    
 CZ1444* NAVD 88     -       574.654  (meters)    1885.34   (feet)  ADJUSTED  
 CZ1444  ___________________________________________________________________
 CZ1444  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ1444  DYNAMIC HT  -         573.907 (meters)    1882.89  (feet)  COMP
 CZ1444  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CZ1444
 CZ1444  VERT ORDER  -  FIRST     CLASS II
 CZ1444
 CZ1444.The horizontal coordinates were scaled from a topographic map and have
 CZ1444.an estimated accuracy of +/- 6 seconds.
 CZ1444
 CZ1444.The orthometric height was determined by differential leveling
 CZ1444.and adjusted by the National Geodetic Survey in June 1991..
 CZ1444
 CZ1444.The geoid height was determined by GEOID03.
 CZ1444
 CZ1444.The dynamic height is computed by dividing the NAVD 88
 CZ1444.geopotential number by the normal gravity value computed on the
 CZ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1444.degrees latitude (g = 980.6199 gals.).
 CZ1444
 CZ1444.The modeled gravity was interpolated from observed gravity values.
 CZ1444
 CZ1444;                    North         East    Units  Estimated Accuracy
 CZ1444;SPC AZ C     -   173,740.      269,750.      MT  (+/- 180 meters Scaled)
 CZ1444
 CZ1444                          SUPERSEDED SURVEY CONTROL
 CZ1444
 CZ1444.No superseded survey control is available for this station.
 CZ1444
 CZ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB703031(NAD 83)
 CZ1444_MARKER: DB = BENCH MARK DISK
 CZ1444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1444_SP_SET: HEADWALL
 CZ1444_STAMPING: 227
 CZ1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1444+STABILITY: SURFACE MOTION
 CZ1444
 CZ1444  HISTORY     - Date     Condition        Report By
 CZ1444  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1444  HISTORY     - 1980     GOOD             NGS
 CZ1444
 CZ1444                          STATION DESCRIPTION
 CZ1444
 CZ1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1444'50.7 KM NW FROM TUCSON.
 CZ1444'50.7 KILOMETERS (31.5 MILES) NORTHWEST ALONG THE SOUTHERN
 CZ1444'PACIFIC RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP
 CZ1444'CENTER OF THE NORTHEAST HEADWALL FOR A THREE CHANNEL BOX CULVERT
 CZ1444'UNDER THE EAST AND WEST BOUND TRAFFIC LANES OF INTERSTATE I-10
 CZ1444'1.0 KILOMETER (0.65 MILE) SOUTHEAST OF THE RED ROCK OVERPASS
 CZ1444'BRIDGE OVER INTERSTATE HIGHWAY 10, 59.8 METERS (196 FEET)
 CZ1444'SOUTHWEST OF THE SOUTHWEST RAIL FROM THE CENTER OF RAILROAD
 CZ1444'BRIDGE 952.39, 13.0 METERS (42.6 FEET) NORTHEAST OF THE
 CZ1444'CENTERLINE OF THE WEST BOUND TRAFFIC LANE.
 CZ1444'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0604 ***********************************************************************
 ET0604  DESIGNATION -  2272.35
 ET0604  PID         -  ET0604
 ET0604  STATE/COUNTY-  AZ/MOHAVE
 ET0604  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0604
 ET0604                         *CURRENT SURVEY CONTROL
 ET0604  ___________________________________________________________________
 ET0604* NAD 83(1986)-  34 33 31.     (N)    113 20 56.     (W)     SCALED    
 ET0604* NAVD 88     -       693.212  (meters)    2274.31   (feet)  POSTED    
 ET0604  ___________________________________________________________________
 ET0604  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0604  DYNAMIC HT  -         692.390 (meters)    2271.62  (feet)  COMP
 ET0604  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 ET0604
 ET0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0604
 ET0604.The horizontal coordinates were scaled from a topographic map and have
 ET0604.an estimated accuracy of +/- 6 seconds.
 ET0604
 ET0604.The orthometric height was determined by differential leveling
 ET0604.and adjusted by the National Geodetic Survey in November 2005..
 ET0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0604.rate of 0.0 thru 1.0 mm/km.
 ET0604
 ET0604.The geoid height was determined by GEOID03.
 ET0604
 ET0604.The dynamic height is computed by dividing the NAVD 88
 ET0604.geopotential number by the normal gravity value computed on the
 ET0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0604.degrees latitude (g = 980.6199 gals.).
 ET0604
 ET0604.The modeled gravity was interpolated from observed gravity values.
 ET0604
 ET0604;                    North         East    Units  Estimated Accuracy
 ET0604;SPC AZ W     -   394,700.      250,170.      MT  (+/- 180 meters Scaled)
 ET0604
 ET0604                          SUPERSEDED SURVEY CONTROL
 ET0604
 ET0604  NGVD 29 (??/??/92)  692.499  (m)         2271.97   (f) ADJ UNCH    1 2
 ET0604
 ET0604.Superseded values are not recommended for survey control.
 ET0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0604.See file dsdata.txt to determine how the superseded data were derived.
 ET0604
 ET0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD844266(NAD 83)
 ET0604_MARKER: Q = CHISELED SQUARE
 ET0604_SETTING: 66 = SET IN ROCK OUTCROP
 ET0604_SP_SET: OUTCROP LEDGE
 ET0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0604+STABILITY: POSITION/ELEVATION WELL
 ET0604
 ET0604  HISTORY     - Date     Condition        Report By
 ET0604  HISTORY     - UNK      MONUMENTED       USGS
 ET0604  HISTORY     - 1950     GOOD             NGS
 ET0604
 ET0604                          STATION DESCRIPTION
 ET0604
 ET0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0604'25.4 MI SE FROM WIKIEUP.
 ET0604'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0604'WIKIEUP, THENCE 18.0 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.25
 ET0604'MILE SOUTHEAST OF THE FORD OF BURRO CREEK, 47 FEET SOUTHEAST OF THE
 ET0604'APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE Y JUNCTION OF A DIRT
 ET0604'ROAD LEADING NORTH TO BAGDAD, ALONG THE NORTHEAST BANK OF A DRY WASH,
 ET0604'ON THE TOP OF A LEDGE OF AN OUTCROP, 43 FEET SOUTH OF A LONE 18-INCH
 ET0604'SAGUARO CACTUS, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.7
 ET0604'FEET WEST OF A SMALL PALO VERDE TREE GROWING ON THE TOP OF THE
 ET0604'OUTCROP, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 ET0604'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0178 ***********************************************************************
 ET0178  DESIGNATION -  2278+50
 ET0178  PID         -  ET0178
 ET0178  STATE/COUNTY-  AZ/YAVAPAI
 ET0178  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0178
 ET0178                         *CURRENT SURVEY CONTROL
 ET0178  ___________________________________________________________________
 ET0178* NAD 83(1986)-  34 04 57.     (N)    112 08 54.     (W)     SCALED    
 ET0178* NAVD 88     -       619.62   (+/-2cm)    2032.9    (feet)  VERTCON   
 ET0178  ___________________________________________________________________
 ET0178  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0178
 ET0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0178
 ET0178.The horizontal coordinates were scaled from a topographic map and have
 ET0178.an estimated accuracy of +/- 6 seconds.
 ET0178
 ET0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0178.The vertical order pertains to the NGVD 29 superseded value.
 ET0178
 ET0178.The geoid height was determined by GEOID03.
 ET0178
 ET0178;                    North         East    Units  Estimated Accuracy
 ET0178;SPC AZ C     -   341,830.      191,980.      MT  (+/- 180 meters Scaled)
 ET0178
 ET0178                          SUPERSEDED SURVEY CONTROL
 ET0178
 ET0178  NGVD 29 (??/??/92)  619.002  (m)         2030.84   (f) ADJ UNCH    2 0
 ET0178
 ET0178.Superseded values are not recommended for survey control.
 ET0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0178.See file dsdata.txt to determine how the superseded data were derived.
 ET0178
 ET0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940718(NAD 83)
 ET0178_MARKER: DD = SURVEY DISK
 ET0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0178_SP_SET: BRIDGE
 ET0178_STAMPING: 2278+50 2030.70 1950
 ET0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0178
 ET0178  HISTORY     - Date     Condition        Report By
 ET0178  HISTORY     - 1950     MONUMENTED       AZDT
 ET0178  HISTORY     - 1952     GOOD             NGS
 ET0178  HISTORY     - 1958     GOOD             NGS
 ET0178
 ET0178                          STATION DESCRIPTION
 ET0178
 ET0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0178'2.5 MI N FROM ROCK SPRINGS.
 ET0178'2.5 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0178'STORE AT ROCK SPRINGS, 0.25 MILE SOUTH OF A STEEL TOWER TRANSMISSION
 ET0178'LINE CROSSING, AT THE JUNCTION OF A DIRT ROAD TO THE X Y RANCH, AT A
 ET0178'26-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY IN TOP OF THE
 ET0178'CENTER OF THE EAST CONCRETE HEADWALL, 24 1/2 FEET EAST OF THE CENTER
 ET0178'LINE OF AND ABOUT LEVEL WITH THE HIGHWAY.
 ET0178
 ET0178                          STATION RECOVERY (1958)
 ET0178
 ET0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1280 ***********************************************************************
 DU1280  DESIGNATION -  2288 63
 DU1280  PID         -  DU1280
 DU1280  STATE/COUNTY-  AZ/GILA
 DU1280  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1280
 DU1280                         *CURRENT SURVEY CONTROL
 DU1280  ___________________________________________________________________
 DU1280* NAD 83(1986)-  33 35 56.     (N)    110 59 58.     (W)     SCALED    
 DU1280* NAVD 88     -       698.188  (meters)    2290.64   (feet)  ADJUSTED  
 DU1280  ___________________________________________________________________
 DU1280  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU1280  DYNAMIC HT  -         697.286 (meters)    2287.68  (feet)  COMP
 DU1280  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 DU1280
 DU1280  VERT ORDER  -  FIRST     CLASS II
 DU1280
 DU1280.The horizontal coordinates were scaled from a topographic map and have
 DU1280.an estimated accuracy of +/- 6 seconds.
 DU1280
 DU1280.The orthometric height was determined by differential leveling
 DU1280.and adjusted by the National Geodetic Survey in June 1991..
 DU1280
 DU1280.The geoid height was determined by GEOID03.
 DU1280
 DU1280.The dynamic height is computed by dividing the NAVD 88
 DU1280.geopotential number by the normal gravity value computed on the
 DU1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1280.degrees latitude (g = 980.6199 gals.).
 DU1280
 DU1280.The modeled gravity was interpolated from observed gravity values.
 DU1280
 DU1280;                    North         East    Units  Estimated Accuracy
 DU1280;SPC AZ E     -   288,480.      136,070.      MT  (+/- 180 meters Scaled)
 DU1280
 DU1280                          SUPERSEDED SURVEY CONTROL
 DU1280
 DU1280.No superseded survey control is available for this station.
 DU1280
 DU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC000176(NAD 83)
 DU1280_MARKER: DB = BENCH MARK DISK
 DU1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1280_SP_SET: EDGE OF GUARD RAIL
 DU1280_STAMPING: 2288 63 AZDT
 DU1280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1280+STABILITY: SURFACE MOTION
 DU1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1280+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1280
 DU1280  HISTORY     - Date     Condition        Report By
 DU1280  HISTORY     - UNK      MONUMENTED       AZHD
 DU1280  HISTORY     - 1979     GOOD             NGS
 DU1280  HISTORY     - 19980701 GOOD             AZDT
 DU1280  HISTORY     - 20040403 GOOD             USPSQD
 DU1280  HISTORY     - 20050529 GOOD             USPSQD
 DU1280
 DU1280                          STATION DESCRIPTION
 DU1280
 DU1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1280'9.7 MI SE FROM ROOSEVELT.
 DU1280'9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1280'IN ROOSEVELT, SET IN THE TOP OF THE EAST END OF THE SOUTH GUARD
 DU1280'RAIL OF A BRIDGE OVER PINTO CREEK, 51 FEET SOUTH OF A POST AND
 DU1280'SIGN PINTO CREEK, 23.5 FEET SOUTH OF THE CENTERLINE OF THE
 DU1280'HIGHWAY, 9 FEET WEST OF THE SOUTHEAST END OF THE GUARD RAIL.
 DU1280'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1280
 DU1280                          STATION RECOVERY (1998)
 DU1280
 DU1280'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1280'RECOVERED AS DESCRIBED.
 DU1280
 DU1280                          STATION RECOVERY (2004)
 DU1280
 DU1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1280'RECOVERED AS DESCRIBED
 DU1280
 DU1280                          STATION RECOVERY (2005)
 DU1280
 DU1280'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1280'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0099 ***********************************************************************
 FS0099  DESIGNATION -  2288.33
 FS0099  PID         -  FS0099
 FS0099  STATE/COUNTY-  AZ/MOHAVE
 FS0099  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0099
 FS0099                         *CURRENT SURVEY CONTROL
 FS0099  ___________________________________________________________________
 FS0099* NAD 83(1986)-  35 49 06.     (N)    114 33 07.     (W)     SCALED    
 FS0099* NAVD 88     -       697.636  (meters)    2288.83   (feet)  ADJUSTED  
 FS0099  ___________________________________________________________________
 FS0099  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0099  DYNAMIC HT  -         696.915 (meters)    2286.46  (feet)  COMP
 FS0099  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 FS0099
 FS0099  VERT ORDER  -  FIRST     CLASS I
 FS0099
 FS0099.The horizontal coordinates were scaled from a topographic map and have
 FS0099.an estimated accuracy of +/- 6 seconds.
 FS0099
 FS0099.The orthometric height was determined by differential leveling
 FS0099.and adjusted by the National Geodetic Survey in June 1991..
 FS0099
 FS0099.The geoid height was determined by GEOID03.
 FS0099
 FS0099.The dynamic height is computed by dividing the NAVD 88
 FS0099.geopotential number by the normal gravity value computed on the
 FS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0099.degrees latitude (g = 980.6199 gals.).
 FS0099
 FS0099.The modeled gravity was interpolated from observed gravity values.
 FS0099
 FS0099;                    North         East    Units  Estimated Accuracy
 FS0099;SPC AZ W     -   534,670.      140,890.      MT  (+/- 180 meters Scaled)
 FS0099
 FS0099                          SUPERSEDED SURVEY CONTROL
 FS0099
 FS0099  NGVD 29 (??/??/92)  696.902  (m)         2286.42   (f) ADJ UNCH    1 1
 FS0099
 FS0099.Superseded values are not recommended for survey control.
 FS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0099.See file dsdata.txt to determine how the superseded data were derived.
 FS0099
 FS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV211665(NAD 83)
 FS0099_MARKER: DD = SURVEY DISK
 FS0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0099_SP_SET: CULVERT
 FS0099_STAMPING: 2288.83
 FS0099_MARK LOGO: BPR   
 FS0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0099
 FS0099  HISTORY     - Date     Condition        Report By
 FS0099  HISTORY     - UNK      MONUMENTED       BPR
 FS0099  HISTORY     - 1950     GOOD             NGS
 FS0099  HISTORY     - 1963     GOOD             NGS
 FS0099  HISTORY     - 1982     GOOD             NGS
 FS0099
 FS0099                          STATION DESCRIPTION
 FS0099
 FS0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0099'19.3 MI SE FROM HOOVER DAM.
 FS0099'19.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0099'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF THE T JUNCTION
 FS0099'OF A GRAVEL ROAD LEADING NORTHEAST TO BONELLI LANDING, AT A
 FS0099'DOUBLE 7- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0099'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 16.8 FEET SOUTHWEST
 FS0099'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 FS0099'THE HIGHWAY.
 FS0099
 FS0099                          STATION RECOVERY (1963)
 FS0099
 FS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0099'RECOVERED IN GOOD CONDITION.
 FS0099
 FS0099                          STATION RECOVERY (1982)
 FS0099
 FS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0099'30.1 KM (18.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0099'OF HOOVER DAM, 0.3 KM (0.2 MI) SOUTHEAST OF TEMPLE BAR ROAD LEADING
 FS0099'NORTHEAST, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 FS0099'7 BY 10 FOOT BOX CULVERT, 5.0 METERS (16.8 FT) SOUTHWEST OF THE
 FS0099'CENTERLINE OF THE HIGHWAY.
 FS0099'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0098 ***********************************************************************
 FS0098  DESIGNATION -  2288.55
 FS0098  PID         -  FS0098
 FS0098  STATE/COUNTY-  AZ/MOHAVE
 FS0098  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0098
 FS0098                         *CURRENT SURVEY CONTROL
 FS0098  ___________________________________________________________________
 FS0098* NAD 83(1986)-  35 49 19.     (N)    114 33 16.     (W)     SCALED    
 FS0098* NAVD 88     -       697.726  (meters)    2289.12   (feet)  ADJUSTED  
 FS0098  ___________________________________________________________________
 FS0098  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0098  DYNAMIC HT  -         697.006 (meters)    2286.76  (feet)  COMP
 FS0098  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 FS0098
 FS0098  VERT ORDER  -  FIRST     CLASS I
 FS0098
 FS0098.The horizontal coordinates were scaled from a topographic map and have
 FS0098.an estimated accuracy of +/- 6 seconds.
 FS0098
 FS0098.The orthometric height was determined by differential leveling
 FS0098.and adjusted by the National Geodetic Survey in June 1991..
 FS0098
 FS0098.The geoid height was determined by GEOID03.
 FS0098
 FS0098.The dynamic height is computed by dividing the NAVD 88
 FS0098.geopotential number by the normal gravity value computed on the
 FS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0098.degrees latitude (g = 980.6199 gals.).
 FS0098
 FS0098.The modeled gravity was interpolated from observed gravity values.
 FS0098
 FS0098;                    North         East    Units  Estimated Accuracy
 FS0098;SPC AZ W     -   535,080.      140,670.      MT  (+/- 180 meters Scaled)
 FS0098
 FS0098                          SUPERSEDED SURVEY CONTROL
 FS0098
 FS0098  NGVD 29 (??/??/92)  696.991  (m)         2286.71   (f) ADJ UNCH    1 1
 FS0098
 FS0098.Superseded values are not recommended for survey control.
 FS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0098.See file dsdata.txt to determine how the superseded data were derived.
 FS0098
 FS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV209669(NAD 83)
 FS0098_MARKER: DD = SURVEY DISK
 FS0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0098_SP_SET: CULVERT
 FS0098_STAMPING: 2288.55
 FS0098_MARK LOGO: BPR   
 FS0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0098
 FS0098  HISTORY     - Date     Condition        Report By
 FS0098  HISTORY     - UNK      MONUMENTED       BPR
 FS0098  HISTORY     - 1950     GOOD             NGS
 FS0098  HISTORY     - 1963     GOOD             NGS
 FS0098  HISTORY     - 1982     GOOD             NGS
 FS0098
 FS0098                          STATION DESCRIPTION
 FS0098
 FS0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0098'18.9 MI SE FROM HOOVER DAM.
 FS0098'18.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0098'(ARIZONA) END OF HOOVER DAM, ABOUT 100 YARDS NORTHWEST OF
 FS0098'MILEPOST 19, AT A 6- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0098'OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0098'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0098'HIGHER THAN THE HIGHWAY.
 FS0098
 FS0098                          STATION RECOVERY (1963)
 FS0098
 FS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0098'RECOVERED IN GOOD CONDITION.
 FS0098
 FS0098                          STATION RECOVERY (1982)
 FS0098
 FS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0098'29.4 KM (18.3 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0098'OF HOOVER DAM, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 FS0098'OF A 6 BY 8 FOOT BOX CULVERT, 4.3 METERS (14.6 FT) SOUTHWEST OF THE
 FS0098'CENTERLINE OF THE HIGHWAY.
 FS0098'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0179 ***********************************************************************
 ET0179  DESIGNATION -  2297+75
 ET0179  PID         -  ET0179
 ET0179  STATE/COUNTY-  AZ/YAVAPAI
 ET0179  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0179
 ET0179                         *CURRENT SURVEY CONTROL
 ET0179  ___________________________________________________________________
 ET0179* NAD 83(1986)-  34 05 15.     (N)    112 08 45.     (W)     SCALED    
 ET0179* NAVD 88     -       629.90   (+/-2cm)    2066.6    (feet)  VERTCON   
 ET0179  ___________________________________________________________________
 ET0179  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 ET0179
 ET0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0179
 ET0179.The horizontal coordinates were scaled from a topographic map and have
 ET0179.an estimated accuracy of +/- 6 seconds.
 ET0179
 ET0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0179.The vertical order pertains to the NGVD 29 superseded value.
 ET0179
 ET0179.The geoid height was determined by GEOID03.
 ET0179
 ET0179;                    North         East    Units  Estimated Accuracy
 ET0179;SPC AZ C     -   342,380.      192,210.      MT  (+/- 180 meters Scaled)
 ET0179
 ET0179                          SUPERSEDED SURVEY CONTROL
 ET0179
 ET0179  NGVD 29 (??/??/92)  629.276  (m)         2064.55   (f) ADJ UNCH    2 0
 ET0179
 ET0179.Superseded values are not recommended for survey control.
 ET0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0179.See file dsdata.txt to determine how the superseded data were derived.
 ET0179
 ET0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942724(NAD 83)
 ET0179_MARKER: DD = SURVEY DISK
 ET0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0179_SP_SET: CATTLE GUARD
 ET0179_STAMPING: 2297+75 2064.51 1950
 ET0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0179
 ET0179  HISTORY     - Date     Condition        Report By
 ET0179  HISTORY     - 1950     MONUMENTED       AZDT
 ET0179  HISTORY     - 1952     GOOD             NGS
 ET0179  HISTORY     - 1958     GOOD             NGS
 ET0179
 ET0179                          STATION DESCRIPTION
 ET0179
 ET0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0179'2.8 MI N FROM ROCK SPRINGS.
 ET0179'2.8 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0179'STORE AT ROCK SPRINGS, AT THE T JUNCTION OF THE OLD BLACK CANYON
 ET0179'HIGHWAY, IN TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL OF A
 ET0179'CATTLE GUARD ON THE OLD HIGHWAY, AT THE NORTHWEST END OF A STEEL TOWER
 ET0179'TRANSMISSION LINE CROSSING, 100 FEET WEST OF THE CENTER LINE OF THE
 ET0179'NEW HIGHWAY, 8 FEET NORTH OF THE CENTER LINE OF AND ABOUT 1 FOOT
 ET0179'HIGHER THAN THE OLD HIGHWAY.
 ET0179
 ET0179                          STATION RECOVERY (1958)
 ET0179
 ET0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0002 ***********************************************************************
 ET0002  DESIGNATION -  23
 ET0002  PID         -  ET0002
 ET0002  STATE/COUNTY-  AZ/YAVAPAI
 ET0002  USGS QUAD   -  PAULDEN (1979)
 ET0002
 ET0002                         *CURRENT SURVEY CONTROL
 ET0002  ___________________________________________________________________
 ET0002* NAD 83(1986)-  34 58 17.     (N)    112 23 12.     (W)     SCALED    
 ET0002* NAVD 88     -      1417.95   (+/-2cm)    4652.1    (feet)  VERTCON   
 ET0002  ___________________________________________________________________
 ET0002  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 ET0002
 ET0002  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0002
 ET0002.The horizontal coordinates were scaled from a topographic map and have
 ET0002.an estimated accuracy of +/- 6 seconds.
 ET0002
 ET0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0002.The vertical order pertains to the NGVD 29 superseded value.
 ET0002
 ET0002.The geoid height was determined by GEOID03.
 ET0002
 ET0002;                    North         East    Units  Estimated Accuracy
 ET0002;SPC AZ C     -   440,500.      170,440.      MT  (+/- 180 meters Scaled)
 ET0002
 ET0002                          SUPERSEDED SURVEY CONTROL
 ET0002
 ET0002  NGVD 29 (??/??/92) 1417.136  (m)         4649.39   (f) ADJ UNCH    1 2
 ET0002
 ET0002.Superseded values are not recommended for survey control.
 ET0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0002.See file dsdata.txt to determine how the superseded data were derived.
 ET0002
 ET0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD734707(NAD 83)
 ET0002_MARKER: P = PIPE CAP
 ET0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0002_STAMPING: 23
 ET0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0002
 ET0002  HISTORY     - Date     Condition        Report By
 ET0002  HISTORY     - UNK      MONUMENTED       USGS
 ET0002  HISTORY     - 1933     GOOD             NGS
 ET0002
 ET0002                          STATION DESCRIPTION
 ET0002
 ET0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0002'1.0 MI S FROM CEDER GLADE.
 ET0002'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0002'FROM DRAKE, YAVAPAI COUNTY, ABOUT 0.3 MILE SOUTH OF A LIMEKILN, ABOUT
 ET0002'15 RAILS NORTH OF CULVERT A 23 LOCATED EAST OF THE PUNTENNEY SERVICE
 ET0002'STATION, NEAR A RAILREST AT THE NORTH END OF A FILL, AND 70 FEET
 ET0002'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 ET0002'SURVEY STANDARD CAP, STAMPED 23 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 ET0002'IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1611 ***********************************************************************
 DV1611  DESIGNATION -  23 A
 DV1611  PID         -  DV1611
 DV1611  STATE/COUNTY-  AZ/LA PAZ
 DV1611  USGS QUAD   -  HOPE SE (1990)
 DV1611
 DV1611                         *CURRENT SURVEY CONTROL
 DV1611  ___________________________________________________________________
 DV1611* NAD 83(1986)-  33 36 26.     (N)    113 37 11.     (W)     SCALED    
 DV1611* NAVD 88     -       429.54   (+/-2cm)    1409.2    (feet)  VERTCON   
 DV1611  ___________________________________________________________________
 DV1611  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1611
 DV1611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1611
 DV1611.The horizontal coordinates were scaled from a topographic map and have
 DV1611.an estimated accuracy of +/- 6 seconds.
 DV1611
 DV1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1611.The vertical order pertains to the NGVD 29 superseded value.
 DV1611
 DV1611.The geoid height was determined by GEOID03.
 DV1611
 DV1611;                    North         East    Units  Estimated Accuracy
 DV1611;SPC AZ W     -   289,110.      225,450.      MT  (+/- 180 meters Scaled)
 DV1611
 DV1611                          SUPERSEDED SURVEY CONTROL
 DV1611
 DV1611  NGVD 29 (??/??/92)  428.853  (m)         1407.00   (f) ADJ UNCH    2 0
 DV1611
 DV1611.Superseded values are not recommended for survey control.
 DV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1611.See file dsdata.txt to determine how the superseded data were derived.
 DV1611
 DV1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC569216(NAD 83)
 DV1611_MARKER: DD = SURVEY DISK
 DV1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1611_STAMPING: 23 A 1962
 DV1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1611+STABILITY: SURFACE MOTION
 DV1611
 DV1611  HISTORY     - Date     Condition        Report By
 DV1611  HISTORY     - 1962     MONUMENTED       AZHD
 DV1611  HISTORY     - 19870204 GOOD             USGS
 DV1611
 DV1611                          STATION DESCRIPTION
 DV1611
 DV1611'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1611'14.3 MI SW FROM SALOME.
 DV1611'0.5 MILE EAST-SOUTHEAST OF STATION SADDLE, AN ARIZONA HIGHWAY
 DV1611'DEPARTMENT DISK STAMPED 23 A 1962, SET IN TOP OF A CONCRETE POST
 DV1611'FLUSH WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF
 DV1611'PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS
 DV1611'POST.
 DV1611
 DV1611                          STATION RECOVERY (1987)
 DV1611
 DV1611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0813 ***********************************************************************
 FQ0813  DESIGNATION -  23 BKC
 FQ0813  PID         -  FQ0813
 FQ0813  STATE/COUNTY-  AZ/COCONINO
 FQ0813  USGS QUAD   -  WUPATKI SW (1969)
 FQ0813
 FQ0813                         *CURRENT SURVEY CONTROL
 FQ0813  ___________________________________________________________________
 FQ0813* NAD 83(1986)-  35 31 45.     (N)    111 24 53.     (W)     SCALED    
 FQ0813* NAVD 88     -      1638.250  (meters)    5374.83   (feet)  POSTED    
 FQ0813  ___________________________________________________________________
 FQ0813  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FQ0813  DYNAMIC HT  -        1636.130 (meters)    5367.87  (feet)  COMP
 FQ0813  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 FQ0813
 FQ0813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0813
 FQ0813.The horizontal coordinates were scaled from a topographic map and have
 FQ0813.an estimated accuracy of +/- 6 seconds.
 FQ0813
 FQ0813.The orthometric height was determined by differential leveling
 FQ0813.and adjusted by the National Geodetic Survey in 1992..
 FQ0813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0813.rate of 0.0 thru 1.0 mm/km.
 FQ0813
 FQ0813.The geoid height was determined by GEOID03.
 FQ0813
 FQ0813.The dynamic height is computed by dividing the NAVD 88
 FQ0813.geopotential number by the normal gravity value computed on the
 FQ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0813.degrees latitude (g = 980.6199 gals.).
 FQ0813
 FQ0813.The modeled gravity was interpolated from observed gravity values.
 FQ0813
 FQ0813;                    North         East    Units  Estimated Accuracy
 FQ0813;SPC AZ C     -   502,390.      258,880.      MT  (+/- 180 meters Scaled)
 FQ0813
 FQ0813                          SUPERSEDED SURVEY CONTROL
 FQ0813
 FQ0813  NGVD 29 (??/??/92) 1637.37   (m)         5371.9    (f) COMPUTED    2 2
 FQ0813
 FQ0813.Superseded values are not recommended for survey control.
 FQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0813.See file dsdata.txt to determine how the superseded data were derived.
 FQ0813
 FQ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE624318(NAD 83)
 FQ0813_MARKER: DB = BENCH MARK DISK
 FQ0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0813_SP_SET: COPPER-CLAD STEEL ROD
 FQ0813_STAMPING: 23 BKC 1968 5372
 FQ0813_MARK LOGO: USGS  
 FQ0813_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0813+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0813
 FQ0813  HISTORY     - Date     Condition        Report By
 FQ0813  HISTORY     - 1968     MONUMENTED       USGS
 FQ0813
 FQ0813                          STATION DESCRIPTION
 FQ0813
 FQ0813'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0813'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0813'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0813'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0813'NATIONAL MONUMENT, THENCE 8.8 MILES EAST ALONG THE MONUMENT ROAD, 54
 FQ0813'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0813'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1236 ***********************************************************************
 CY1236  DESIGNATION -  23 CAL
 CY1236  PID         -  CY1236
 CY1236  STATE/COUNTY-  AZ/GRAHAM
 CY1236  USGS QUAD   -  STOCKTON PASS (1972)
 CY1236
 CY1236                         *CURRENT SURVEY CONTROL
 CY1236  ___________________________________________________________________
 CY1236* NAD 83(1992)-  32 35 27.15379(N)    109 52 07.77181(W)     ADJUSTED  
 CY1236* NAVD 88     -      1902.0    (meters)    6240.     (feet)  VERTCON   
 CY1236  ___________________________________________________________________
 CY1236  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 CY1236  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CY1236
 CY1236  HORZ ORDER  -  SECOND
 CY1236
 CY1236.The horizontal coordinates were established by classical geodetic methods
 CY1236.and adjusted by the National Geodetic Survey in August 1993..
 CY1236
 CY1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1236
 CY1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1236
 CY1236.The geoid height was determined by GEOID03.
 CY1236
 CY1236;                    North         East     Units Scale Factor Converg.
 CY1236;SPC AZ E     -   176,423.039   241,319.222   MT  0.99990964   +0 09 37.5
 CY1236;SPC AZ E     -   578,815.74    791,729.73   iFT  0.99990964   +0 09 37.5
 CY1236;UTM  12      - 3,606,497.402   606,157.517   MT  0.99973896   +0 36 33.7
 CY1236
 CY1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1236!SPC AZ E     -   0.99970558  x   0.99990964  =   0.99961524
 CY1236!UTM  12      -   0.99970558  x   0.99973896  =   0.99944461
 CY1236
 CY1236|---------------------------------------------------------------------|
 CY1236| PID    Reference Object                     Distance      Geod. Az  |
 CY1236|                                                           dddmmss.s |
 CY1236| CC5909 23 CAL RM 1                           8.436 METERS 07936     |
 CY1236| CC5911 23 CAL RM S                           5.438 METERS 12818     |
 CY1236| CC5910 23 CAL RM 2                           7.307 METERS 18018     |
 CY1236| CY1238 TRIANG PT NO 26 CAIRN               APPROX. 3.5 KM 2522325.4 |
 CY1236| CC5908 23 CAL AZ MK                                       2720900.3 |
 CY1236| CC5912 23 CAL RM W                           6.436 METERS 28846     |
 CY1236|---------------------------------------------------------------------|
 CY1236
 CY1236                          SUPERSEDED SURVEY CONTROL
 CY1236
 CY1236  NAD 83(1986)-  32 35 27.15036(N)    109 52 07.76903(W) AD(       ) 2
 CY1236  NAD 27      -  32 35 26.90500(N)    109 52 05.50900(W) AD(       ) 2
 CY1236  NGVD 29 (07/19/86) 1901.2    (m)         6238.     (f) VERT ANG       
 CY1236
 CY1236.Superseded values are not recommended for survey control.
 CY1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1236.See file dsdata.txt to determine how the superseded data were derived.
 CY1236
 CY1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0615806497(NAD 83)
 CY1236_MARKER: DD = SURVEY DISK
 CY1236_SETTING: 66 = SET IN ROCK OUTCROP
 CY1236
 CY1236  HISTORY     - Date     Condition        Report By
 CY1236  HISTORY     - 1946     MONUMENTED       USFS
 CY1236
 CY1236                          STATION DESCRIPTION
 CY1236
 CY1236'DESCRIBED BY US FOREST SERVICE 1946 (CAE)
 CY1236'THE STATION IS LOCATED ON A ROCKY HILL JUST S OF THE STOCKTON
 CY1236'PASS ROAD AT A POINT ABOUT 1 MILE W OF WHERE THE ROAD GOES
 CY1236'THROUGH THE PASS.  IN APPROXIMATE AIRLINE DISTANCES IT IS
 CY1236'LOCATED 23 MILES N OF WILLCOX, 20 MILES SSW OF SAFFORD, AND
 CY1236'6 MILES E OF BONITA.  IT IS WITHIN THE GRAHAM DISTRICT OF
 CY1236'THE CROOK NATIONAL FOREST.
 CY1236'
 CY1236'TO REACH THE STATION FROM THE STORE AND SERVICE STATION AT
 CY1236'BONITA, GO E ON THE STOCKTON PASS ROAD FOR 4 MILES TO THE
 CY1236'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE E ON
 CY1236'THE STOCKTON PASS ROAD FOR 1.8 MILES TO A POINT WHERE THERE
 CY1236'ARE SOME ADOBE RUINS JUST S OFF THE ROAD.  TURN RIGHT OR S
 CY1236'AND GO ABOUT 100 YARDS TO THE RUINS AND THE END OF TRUCK TRAVEL.
 CY1236'FROM HERE PACK UP THE STEEP SLOPE ON THE ORHTER SIDE OF THE
 CY1236'WASH, GOING TO THE HIGHEST POINT ON THE HILL AND THE STATION.
 CY1236'
 CY1236'THE STATION IS A STANDARD DEPARTMENT OF AGRICULTURE U.S. FOREST
 CY1236'SERVICE MARK, STAMPED FT 23-C-A-L 1934, AND SET IN OUTCROPPING
 CY1236'BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 CY1236'LOCATED 28 FEET NW OF THE HIGHEST POINT ON THE HILL.
 CY1236'
 CY1236'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED 23-C-A-L
 CY1236'USFS NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1236'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT
 CY1236'BELOW THE STATION AND IS LOCATED E OF THE STATION.
 CY1236'
 CY1236'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED 23-C-A-L
 CY1236'USFS NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1236'14 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT
 CY1236'LOWER THAN THE STATION AND IS LOCATED S OF THE STATION.
 CY1236'
 CY1236'ONE U.S.F.S. REFERENCE MARK IS AN IRON BOLT IN A DRILL HOLE
 CY1236'IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 CY1236'SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 CY1236'THERE IS AN ARROW CHISELED IN THE ROCK BETWEEN THE BOLT AND
 CY1236'STATION POINTING TOWARD STATION.  IT IS WNW OF THE STATION.
 CY1236'
 CY1236'ANOTHER U.S.F.S. REFERENCE MARK IS AN IRON BOLT IN A DRILL
 CY1236'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES ABOVE
 CY1236'THE SURROUNDING SURFACE AND IS SLIGHTLY LOWER THAN THE STATION.
 CY1236'THERE IS AN ARROW CHISELED IN THE ROCK BETWEEN THE BOLT AND
 CY1236'THE STATION POINTING TOWARD STATION.  IT IS SE OF THE STATION.
 CY1236'
 CY1236'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED 23-C-A-L USFS
 CY1236'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2-1/2 FEET
 CY1236'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 1-1/2 MILES W
 CY1236'OF THE STATION, 21 FEET S OF THE CENTER OF THE ROAD, AND 8
 CY1236'FEET E OF A 4-INCH SQUARE WHITE WITNESS POST.
 CY1236'
 CY1236'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1711 ***********************************************************************
 CZ1711  DESIGNATION -  23 GWM
 CZ1711  PID         -  CZ1711
 CZ1711  STATE/COUNTY-  AZ/PIMA
 CZ1711  USGS QUAD   -  PEPPERSAUCE WASH (1972)
 CZ1711
 CZ1711                         *CURRENT SURVEY CONTROL
 CZ1711  ___________________________________________________________________
 CZ1711* NAD 83(1992)-  32 30 11.68176(N)    110 37 10.69854(W)     ADJUSTED  
 CZ1711* NAVD 88     -      1183.07   (+/-2cm)    3881.5    (feet)  VERTCON   
 CZ1711  ___________________________________________________________________
 CZ1711  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 CZ1711  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CZ1711
 CZ1711  HORZ ORDER  -  THIRD
 CZ1711  VERT ORDER  -  THIRD ? (See Below)
 CZ1711
 CZ1711.The horizontal coordinates were established by classical geodetic methods
 CZ1711.and adjusted by the National Geodetic Survey in August 1993..
 CZ1711
 CZ1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1711.The vertical order pertains to the NGVD 29 superseded value.
 CZ1711
 CZ1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1711
 CZ1711.The geoid height was determined by GEOID03.
 CZ1711
 CZ1711;                    North         East     Units Scale Factor Converg.
 CZ1711;SPC AZ C     -   167,408.241   335,238.374   MT  1.00008312   +0 41 49.3
 CZ1711;SPC AZ C     -   549,239.64  1,099,863.43   iFT  1.00008312   +0 41 49.3
 CZ1711;UTM  12      - 3,596,282.547   535,729.674   MT  0.99961574   +0 12 15.8
 CZ1711
 CZ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1711!SPC AZ C     -   0.99981867  x   1.00008312  =   0.99990177
 CZ1711!UTM  12      -   0.99981867  x   0.99961574  =   0.99943448
 CZ1711
 CZ1711:                Primary Azimuth Mark                     Grid Az
 CZ1711:SPC AZ C     -  REDINGTON                                093 30 12.7
 CZ1711:UTM  12      -  REDINGTON                                093 59 46.2
 CZ1711
 CZ1711|---------------------------------------------------------------------|
 CZ1711| PID    Reference Object                     Distance      Geod. Az  |
 CZ1711|                                                           dddmmss.s |
 CZ1711| CZ1806 REDINGTON                           APPROX.14.1 KM 0941202.0 |
 CZ1711| CZ1725 23 GWM RM 1 ROCK                     15.965 METERS 15248     |
 CZ1711| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.32.2 KM 1670713.5 |
 CZ1711| CZ1726 23 GWM RM 2 X CROSS                   9.729 METERS 22355     |
 CZ1711|---------------------------------------------------------------------|
 CZ1711
 CZ1711                          SUPERSEDED SURVEY CONTROL
 CZ1711
 CZ1711  NAD 83(1986)-  32 30 11.67953(N)    110 37 10.69654(W) AD(       ) 3
 CZ1711  NGVD 29 (05/20/88) 1182.32   (m)         3879.0    (f) LEVELING    3  
 CZ1711
 CZ1711.Superseded values are not recommended for survey control.
 CZ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1711.See file dsdata.txt to determine how the superseded data were derived.
 CZ1711
 CZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3573096283(NAD 83)
 CZ1711_MARKER: DD = SURVEY DISK
 CZ1711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1711
 CZ1711  HISTORY     - Date     Condition        Report By
 CZ1711  HISTORY     - 1946     MONUMENTED       USGS
 CZ1711
 CZ1711                          STATION DESCRIPTION
 CZ1711
 CZ1711'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1711'LOCATED ABOUT 15 MI SE. OF ORACLE, ABOUT 3 MI E. OF INTEROCEAN
 CZ1711'RANCH.  ON NORTH SIDE OF LONG RIDGE, 18 FT N. OF CENTERLINE OF
 CZ1711'VERY POOR RANCH RD.
 CZ1711'
 CZ1711'TO REACH FROM ORACLE POST OFFICE, DRIVE 15.9 MI S. ON MT. LEMON
 CZ1711'RD. TO SIDE RD. LEFT.  GO 0.7 MI E. TO INTEROCEAN RANCH AND GATE
 CZ1711'ON RIGHT, GO RIGHT THROUGH GATE ON POOR RD. 3.7 MI TO STATION ON
 CZ1711'LEFT.
 CZ1711'
 CZ1711'STATION MARK--STANDARD BM TABLET STAMPED---3880 GWM 23 1946---, SET
 CZ1711'IN 10 X 10-INCH CONCRETE POST PROJECTING 12 INCHES.
 CZ1711'
 CZ1711'RM 1--POINTED WHITE SQUARE ON ROCK.
 CZ1711'
 CZ1711'RM 2--CHISELED CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0785 ***********************************************************************
 FQ0785  DESIGNATION -  23 HLS
 FQ0785  PID         -  FQ0785
 FQ0785  STATE/COUNTY-  AZ/NAVAJO
 FQ0785  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0785
 FQ0785                         *CURRENT SURVEY CONTROL
 FQ0785  ___________________________________________________________________
 FQ0785* NAD 83(1986)-  35 09 44.     (N)    110 10 56.     (W)     SCALED    
 FQ0785* NAVD 88     -      1603.589  (meters)    5261.11   (feet)  ADJUSTED  
 FQ0785  ___________________________________________________________________
 FQ0785  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0785  DYNAMIC HT  -        1601.442 (meters)    5254.06  (feet)  COMP
 FQ0785  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 FQ0785
 FQ0785  VERT ORDER  -  THIRD
 FQ0785
 FQ0785.The horizontal coordinates were scaled from a topographic map and have
 FQ0785.an estimated accuracy of +/- 6 seconds.
 FQ0785
 FQ0785.The orthometric height was determined by differential leveling
 FQ0785.and adjusted by the National Geodetic Survey in June 1991..
 FQ0785
 FQ0785.The geoid height was determined by GEOID03.
 FQ0785
 FQ0785.The dynamic height is computed by dividing the NAVD 88
 FQ0785.geopotential number by the normal gravity value computed on the
 FQ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0785.degrees latitude (g = 980.6199 gals.).
 FQ0785
 FQ0785.The modeled gravity was interpolated from observed gravity values.
 FQ0785
 FQ0785;                    North         East    Units  Estimated Accuracy
 FQ0785;SPC AZ E     -   461,570.      211,940.      MT  (+/- 180 meters Scaled)
 FQ0785
 FQ0785                          SUPERSEDED SURVEY CONTROL
 FQ0785
 FQ0785.No superseded survey control is available for this station.
 FQ0785
 FQ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD744913(NAD 83)
 FQ0785_MARKER: DB = BENCH MARK DISK
 FQ0785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0785_SP_SET: COPPER-CLAD STEEL ROD
 FQ0785_STAMPING: 23 HLS 1970 5258
 FQ0785_MARK LOGO: USGS  
 FQ0785_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0785+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0785
 FQ0785  HISTORY     - Date     Condition        Report By
 FQ0785  HISTORY     - 1970     MONUMENTED       USGS
 FQ0785
 FQ0785                          STATION DESCRIPTION
 FQ0785
 FQ0785'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0785'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0785'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0785'HIGHWAY 77, THENCE 6.0 MILES WEST ALONG A ROAD TO THE JUNCTION OF A
 FQ0785'TRACK ROAD SOUTH, 46 FEET SOUTH AND 138 FEET EAST OF THE CENTER OF
 FQ0785'THE ROAD AT THE TRACK ROAD SOUTH, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0785'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1229 ***********************************************************************
 CY1229  DESIGNATION -  23 RS
 CY1229  PID         -  CY1229
 CY1229  STATE/COUNTY-  AZ/GRAHAM
 CY1229  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1229
 CY1229                         *CURRENT SURVEY CONTROL
 CY1229  ___________________________________________________________________
 CY1229* NAD 83(1992)-  32 37 07.35055(N)    109 37 51.75430(W)     ADJUSTED  
 CY1229* NAVD 88     -      1108.56   (+/-2cm)    3637.0    (feet)  VERTCON   
 CY1229  ___________________________________________________________________
 CY1229  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CY1229  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY1229
 CY1229  HORZ ORDER  -  FIRST
 CY1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1229
 CY1229.The horizontal coordinates were established by classical geodetic methods
 CY1229.and adjusted by the National Geodetic Survey in August 1993..
 CY1229
 CY1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1229.The vertical order pertains to the NGVD 29 superseded value.
 CY1229
 CY1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1229
 CY1229.The geoid height was determined by GEOID03.
 CY1229
 CY1229;                    North         East     Units Scale Factor Converg.
 CY1229;SPC AZ E     -   179,596.784   263,625.241   MT  0.99993115   +0 17 19.4
 CY1229;SPC AZ E     -   589,228.29    864,912.21   iFT  0.99993115   +0 17 19.4
 CY1229;UTM  12      - 3,609,845.392   628,434.650   MT  0.99980340   +0 44 16.9
 CY1229
 CY1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1229!SPC AZ E     -   0.99983021  x   0.99993115  =   0.99976137
 CY1229!UTM  12      -   0.99983021  x   0.99980340  =   0.99963364
 CY1229
 CY1229:                Primary Azimuth Mark                     Grid Az
 CY1229:SPC AZ E     -  23 RS AZ MK                              081 50 32.2
 CY1229:UTM  12      -  23 RS AZ MK                              081 23 34.7
 CY1229
 CY1229|---------------------------------------------------------------------|
 CY1229| PID    Reference Object                     Distance      Geod. Az  |
 CY1229|                                                           dddmmss.s |
 CY1229| CC5995 23 RS AZ MK                                        0820751.6 |
 CY1229| CC5996 23 RS RM 1                           22.237 METERS 08330     |
 CY1229| CY1100 BADGER WM WINDMILL SE               APPROX.17.4 KM 1245522.6 |
 CY1229| CC5997 23 RS RM 2                           23.236 METERS 16721     |
 CY1229|---------------------------------------------------------------------|
 CY1229
 CY1229                          SUPERSEDED SURVEY CONTROL
 CY1229
 CY1229  NAD 83(1986)-  32 37 07.34540(N)    109 37 51.74984(W) AD(       ) 1
 CY1229  NAD 27      -  32 37 07.10500(N)    109 37 49.48100(W) AD(       ) 1
 CY1229  NGVD 29 (??/??/92) 1107.86   (m)         3634.7    (f) COMPUTED    2 0
 CY1229
 CY1229.Superseded values are not recommended for survey control.
 CY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1229.See file dsdata.txt to determine how the superseded data were derived.
 CY1229
 CY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2843509845(NAD 83)
 CY1229_MARKER: DS = TRIANGULATION STATION DISK
 CY1229_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1229_SP_SET: PREFAB CONC. POST IN EARTH
 CY1229_STAMPING: 23 RS 1941 3635
 CY1229_MARK LOGO: USGS  
 CY1229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1229+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1972
 CY1229
 CY1229  HISTORY     - Date     Condition        Report By
 CY1229  HISTORY     - 1941     MONUMENTED       USGS
 CY1229  HISTORY     - 1945     GOOD             USGS
 CY1229  HISTORY     - 19720923 GOOD             USGS
 CY1229
 CY1229                          STATION DESCRIPTION
 CY1229
 CY1229'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1229'STATION IS LOCATED ABOUT 15-1/2 MILES (AIR LINE) SSE OF SAFFORD,
 CY1229'ABOUT 5-1/2 MILES W OF TANQUE, AND ABOUT 3-1/2 MILES E OF U.S.
 CY1229'HIGHWAY 666.  IT IS ON THE ROLLING OPEN LAND OF THE SAN SIMON
 CY1229'VALLEY JUST S OF THE TANQUE ROAD.
 CY1229'
 CY1229'TO REACH THE STATION FROM THE BUENA VISTA HOTEL IN SAFFORD, GO
 CY1229'S AND E ON U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION OF U.S.
 CY1229'HIGHWAYS 70 AND 666.  TURN RIGHT ON HIGHWAY 666 AND GO S FOR
 CY1229'7.1 MILES TO THE SWIFT TRAIL JUNCTION.  CONTINUE STRAIGHT AHEAD
 CY1229'ON HIGHWAY 666 FOR 8.9 MILES TO THE TANQUE ROAD TURNING OFF TO
 CY1229'THE LEFT AT THE SIGN TANQUE 10 MI.  TURN LEFT OFF HIGHWAY 666
 CY1229'AND GO E FOR 1.7 MILES TO A T-ROAD TO THE RIGHT.  CONTINUE
 CY1229'STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.0 MILES TO A CATTLE
 CY1229'GUARD AND STATION WHICH IS 51-1/2 FEET S OF THE CENTER OF THE
 CY1229'CATTLE GUARD.  A ROAD TURNS OFF TO THE S ON THE W SIDE OF
 CY1229'THE CATTLE GUARD.
 CY1229'
 CY1229'THE STATION IS 51-1/2 FEET S OF THE CENTER OF THE CATTLE
 CY1229'GUARD (WHERE THE TANQUE ROAD CROSSES THE FENCE LINE), 44 FEET
 CY1229'ESE OF THE CENTER OF THE MOST E FORK OF THE ROAD TURNING OFF TO
 CY1229'THE S, 24 FEET SSW OF A 4 INCH SQUARE WHITE WITNESS POST,
 CY1229'AND 1-3/4 FEET E OF A N-S FENCE.  IT IS MARKED BY A STANDARD U.S.
 CY1229'GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED 23RS 3635 1941 AND
 CY1229'SET IN CONCRETE IN THE TOP OF A 6-INCH PIPE WHICH PROJECTS
 CY1229'6 INCHES ABOVE THE GROUND.
 CY1229'
 CY1229'REFERENCE MARK 1 IS E OF THE STATION AND ABOUT THE SAME LEVEL.
 CY1229'IT IS A BRONZE REFERENCE DISK STAMPED BM 23RS NO 1 1945 USGS
 CY1229'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 CY1229'ABOVE THE GROUND.
 CY1229'
 CY1229'REFERENCE MARK 2 IS SSE OF THE STATION AND AT ABOUT THE SAME
 CY1229'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED BM 23RS NO 2
 CY1229'1945 USGS AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CY1229'2 INCHES ABOVE THE GROUND.
 CY1229'
 CY1229'AZIMUTH MARK IS 0.35 MILE E OF THE STATION, 97 FEET S OF THE
 CY1229'CENTER OF THE ROAD GOING TO TANQUE, AND 5 FEET WSW OF A 4
 CY1229'INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 CY1229'STAMPED BM 23RS USGS 1945 AND SET IN A SQUARE CONCRETE POST
 CY1229'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CY1229
 CY1229                          STATION RECOVERY (1972)
 CY1229
 CY1229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY1229'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1229'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 3.8
 CY1229'MILES EAST ALONG A DIRT ROAD, AT A CATTLEGUARD, 52 FEET SOUTH AND
 CY1229'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1229'WITNESS POST, 2 FEET EAST OF A NORTH-SOUTH FENCE, IN A CONCRETE POST
 CY1229'PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0107 ***********************************************************************
 FS0107  DESIGNATION -  2302.34
 FS0107  PID         -  FS0107
 FS0107  STATE/COUNTY-  AZ/MOHAVE
 FS0107  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0107
 FS0107                         *CURRENT SURVEY CONTROL
 FS0107  ___________________________________________________________________
 FS0107* NAD 83(1986)-  35 47 20.     (N)    114 31 31.     (W)     SCALED    
 FS0107* NAVD 88     -       701.918  (meters)    2302.88   (feet)  POSTED    
 FS0107  ___________________________________________________________________
 FS0107  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0107  DYNAMIC HT  -         701.190 (meters)    2300.49  (feet)  COMP
 FS0107  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 FS0107
 FS0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0107
 FS0107.The horizontal coordinates were scaled from a topographic map and have
 FS0107.an estimated accuracy of +/- 6 seconds.
 FS0107
 FS0107.The orthometric height was determined by differential leveling
 FS0107.and adjusted by the National Geodetic Survey in 1992..
 FS0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0107.rate of 0.0 thru 1.0 mm/km.
 FS0107
 FS0107.The geoid height was determined by GEOID03.
 FS0107
 FS0107.The dynamic height is computed by dividing the NAVD 88
 FS0107.geopotential number by the normal gravity value computed on the
 FS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0107.degrees latitude (g = 980.6199 gals.).
 FS0107
 FS0107.The modeled gravity was interpolated from observed gravity values.
 FS0107
 FS0107;                    North         East    Units  Estimated Accuracy
 FS0107;SPC AZ W     -   531,390.      143,280.      MT  (+/- 180 meters Scaled)
 FS0107
 FS0107                          SUPERSEDED SURVEY CONTROL
 FS0107
 FS0107  NGVD 29 (??/??/92)  701.245  (m)         2300.67   (f) ADJ UNCH    1 1
 FS0107
 FS0107.Superseded values are not recommended for survey control.
 FS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0107.See file dsdata.txt to determine how the superseded data were derived.
 FS0107
 FS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV236633(NAD 83)
 FS0107_MARKER: DD = SURVEY DISK
 FS0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0107_SP_SET: CULVERT
 FS0107_STAMPING: 2302.34
 FS0107_MARK LOGO: BPR   
 FS0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0107
 FS0107  HISTORY     - Date     Condition        Report By
 FS0107  HISTORY     - UNK      MONUMENTED       BPR
 FS0107  HISTORY     - 1950     GOOD             NGS
 FS0107  HISTORY     - 1982     GOOD             NGS
 FS0107
 FS0107                          STATION DESCRIPTION
 FS0107
 FS0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0107'21.7 MI SE FROM HOOVER DAM.
 FS0107'21.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93, FROM THE SOUTHEAST
 FS0107'(ARIZONA) END OF HOOVER DAM, AT A 3- BY 6-FOOT CONCRETE BOX
 FS0107'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0107'HEAD WALL, 14.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0107'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0107
 FS0107                          STATION RECOVERY (1982)
 FS0107
 FS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0130 ***********************************************************************
 CZ0130  DESIGNATION -  2305.61
 CZ0130  PID         -  CZ0130
 CZ0130  STATE/COUNTY-  AZ/PIMA
 CZ0130  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0130
 CZ0130                         *CURRENT SURVEY CONTROL
 CZ0130  ___________________________________________________________________
 CZ0130* NAD 83(1986)-  32 17 37.     (N)    110 58 46.     (W)     SCALED    
 CZ0130* NAVD 88     -       703.17   (+/-2cm)    2307.0    (feet)  VERTCON   
 CZ0130  ___________________________________________________________________
 CZ0130  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ0130
 CZ0130  VERT ORDER  -  ? (See Below)
 CZ0130
 CZ0130.The horizontal coordinates were scaled from a topographic map and have
 CZ0130.an estimated accuracy of +/- 6 seconds.
 CZ0130
 CZ0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0130.The vertical order pertains to the NGVD 29 superseded value.
 CZ0130
 CZ0130.The geoid height was determined by GEOID03.
 CZ0130
 CZ0130;                    North         East    Units  Estimated Accuracy
 CZ0130;SPC AZ C     -   143,810.      301,630.      MT  (+/- 180 meters Scaled)
 CZ0130
 CZ0130                          SUPERSEDED SURVEY CONTROL
 CZ0130
 CZ0130  NGVD 29 (??/??/92)  702.495  (m)         2304.77   (f) ADJ UNCH    ?  
 CZ0130
 CZ0130.Superseded values are not recommended for survey control.
 CZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0130.See file dsdata.txt to determine how the superseded data were derived.
 CZ0130
 CZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019729(NAD 83)
 CZ0130_MARKER: DD = SURVEY DISK
 CZ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0130_SP_SET: CONCRETE BASE
 CZ0130_STAMPING: 2305.61 199+90
 CZ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0130
 CZ0130  HISTORY     - Date     Condition        Report By
 CZ0130  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0130  HISTORY     - 1962     GOOD             NGS
 CZ0130  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0130
 CZ0130                          STATION DESCRIPTION
 CZ0130
 CZ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0130'5.3 MI N FROM TUCSON.
 CZ0130'5.3 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0130'PIMA COUNTY, 20 FEET SOUTH OF THE SOUTH END OF THE BRIDGE OVER RILLITO
 CZ0130'CREEK, AT A F A P SIGN, AND IN THE TOP OF THE CONCRETE BASE. AN
 CZ0130'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 2305.61
 CZ0130'199+90.
 CZ0130
 CZ0130                          STATION RECOVERY (1975)
 CZ0130
 CZ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0145 ***********************************************************************
 DB0145  DESIGNATION -  231.614
 DB0145  PID         -  DB0145
 DB0145  STATE/COUNTY-  AZ/YUMA
 DB0145  USGS QUAD   -  WELLTON (1982)
 DB0145
 DB0145                         *CURRENT SURVEY CONTROL
 DB0145  ___________________________________________________________________
 DB0145* NAD 83(1986)-  32 39 33.     (N)    114 12 45.     (W)     SCALED    
 DB0145* NAVD 88     -        71.23   (+/-2cm)     233.7    (feet)  VERTCON   
 DB0145  ___________________________________________________________________
 DB0145  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DB0145
 DB0145  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0145
 DB0145.The horizontal coordinates were scaled from a topographic map and have
 DB0145.an estimated accuracy of +/- 6 seconds.
 DB0145
 DB0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0145.The vertical order pertains to the NGVD 29 superseded value.
 DB0145
 DB0145.The geoid height was determined by GEOID03.
 DB0145
 DB0145;                    North         East    Units  Estimated Accuracy
 DB0145;SPC AZ W     -   184,060.      169,980.      MT  (+/- 180 meters Scaled)
 DB0145
 DB0145                          SUPERSEDED SURVEY CONTROL
 DB0145
 DB0145  NGVD 29 (??/??/??)   70.592  (m)          231.60   (f) ADJUSTED    1 2
 DB0145
 DB0145.Superseded values are not recommended for survey control.
 DB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0145.See file dsdata.txt to determine how the superseded data were derived.
 DB0145
 DB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS614169(NAD 83)
 DB0145_MARKER: P = PIPE CAP
 DB0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0145_STAMPING: 231.614
 DB0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0145
 DB0145  HISTORY     - Date     Condition        Report By
 DB0145  HISTORY     - UNK      MONUMENTED       USGS
 DB0145  HISTORY     - 1960     GOOD             NGS
 DB0145  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0145  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0145
 DB0145                          STATION DESCRIPTION
 DB0145
 DB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0145'4.5 MI W FROM WELLTON.
 DB0145'4.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0145'STATION AT WELLTON, YUMA COUNTY, 1/2 MILE EAST OF MILEPOST 765,
 DB0145'10-3/4 RAILS WEST OF SEMAPHORE 7658, 4 RAILS EAST OF CULVERT
 DB0145'765.47, 46 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1
 DB0145'FOOT LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DB0145'STANDARD CAP, STAMPED 231.614 AND RIVETED ON THE TOP OF A
 DB0145'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 DB0145
 DB0145                          STATION RECOVERY (1981)
 DB0145
 DB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0145'SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 DB0145
 DB0145                          STATION RECOVERY (1981)
 DB0145
 DB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0145'SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0106 ***********************************************************************
 FS0106  DESIGNATION -  2320.77
 FS0106  PID         -  FS0106
 FS0106  STATE/COUNTY-  AZ/MOHAVE
 FS0106  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0106
 FS0106                         *CURRENT SURVEY CONTROL
 FS0106  ___________________________________________________________________
 FS0106* NAD 83(1986)-  35 47 48.     (N)    114 31 57.     (W)     SCALED    
 FS0106* NAVD 88     -       707.504  (meters)    2321.20   (feet)  POSTED    
 FS0106  ___________________________________________________________________
 FS0106  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0106  DYNAMIC HT  -         706.770 (meters)    2318.79  (feet)  COMP
 FS0106  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 FS0106
 FS0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0106
 FS0106.The horizontal coordinates were scaled from a topographic map and have
 FS0106.an estimated accuracy of +/- 6 seconds.
 FS0106
 FS0106.The orthometric height was determined by differential leveling
 FS0106.and adjusted by the National Geodetic Survey in 1992..
 FS0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0106.rate of 0.0 thru 1.0 mm/km.
 FS0106
 FS0106.The geoid height was determined by GEOID03.
 FS0106
 FS0106.The dynamic height is computed by dividing the NAVD 88
 FS0106.geopotential number by the normal gravity value computed on the
 FS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0106.degrees latitude (g = 980.6199 gals.).
 FS0106
 FS0106.The modeled gravity was interpolated from observed gravity values.
 FS0106
 FS0106;                    North         East    Units  Estimated Accuracy
 FS0106;SPC AZ W     -   532,250.      142,630.      MT  (+/- 180 meters Scaled)
 FS0106
 FS0106                          SUPERSEDED SURVEY CONTROL
 FS0106
 FS0106  NGVD 29 (??/??/92)  706.830  (m)         2318.99   (f) ADJ UNCH    1 1
 FS0106
 FS0106.Superseded values are not recommended for survey control.
 FS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0106.See file dsdata.txt to determine how the superseded data were derived.
 FS0106
 FS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV229642(NAD 83)
 FS0106_MARKER: DD = SURVEY DISK
 FS0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0106_SP_SET: CULVERT
 FS0106_STAMPING: 2320.77
 FS0106_MARK LOGO: BPR   
 FS0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0106
 FS0106  HISTORY     - Date     Condition        Report By
 FS0106  HISTORY     - UNK      MONUMENTED       BPR
 FS0106  HISTORY     - 1950     GOOD             NGS
 FS0106  HISTORY     - 1982     GOOD             NGS
 FS0106
 FS0106                          STATION DESCRIPTION
 FS0106
 FS0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0106'21 MI SE FROM HOOVER DAM.
 FS0106'21.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0106'(ARIZONA) END OF HOOVER DAM, 130 FEET EAST OF AND ACROSS THE
 FS0106'HIGHWAY FROM MILEPOST 21, AT A 24-INCH CORRUGATED METAL PIPE
 FS0106'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0106'HEAD WALL, 18.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0106'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 FS0106
 FS0106                          STATION RECOVERY (1982)
 FS0106
 FS0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0518 ***********************************************************************
 FS0518  DESIGNATION -  2324.79
 FS0518  PID         -  FS0518
 FS0518  STATE/COUNTY-  AZ/MOHAVE
 FS0518  USGS QUAD   -  KINGMAN SW (1983)
 FS0518
 FS0518                         *CURRENT SURVEY CONTROL
 FS0518  ___________________________________________________________________
 FS0518* NAD 83(1986)-  35 00 09.     (N)    114 08 08.     (W)     SCALED    
 FS0518* NAVD 88     -       709.298  (meters)    2327.09   (feet)  ADJUSTED  
 FS0518  ___________________________________________________________________
 FS0518  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FS0518  DYNAMIC HT  -         708.491 (meters)    2324.44  (feet)  COMP
 FS0518  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 FS0518  OBS GRAVITY -     979,474.5   (mgal)                       GRAV_OBS
 FS0518
 FS0518  VERT ORDER  -  FIRST     CLASS II
 FS0518
 FS0518.The horizontal coordinates were scaled from a topographic map and have
 FS0518.an estimated accuracy of +/- 6 seconds.
 FS0518
 FS0518.The orthometric height was determined by differential leveling
 FS0518.and adjusted by the National Geodetic Survey in June 1991..
 FS0518
 FS0518.The geoid height was determined by GEOID03.
 FS0518
 FS0518.The dynamic height is computed by dividing the NAVD 88
 FS0518.geopotential number by the normal gravity value computed on the
 FS0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0518.degrees latitude (g = 980.6199 gals.).
 FS0518
 FS0518.The modeled gravity was interpolated from observed gravity values.
 FS0518.The observed gravity was obtained from relative gravimeter ties
 FS0518.to the IGSN71 gravity network.
 FS0518
 FS0518;                    North         East    Units  Estimated Accuracy
 FS0518;SPC AZ W     -   443,930.      178,170.      MT  (+/- 180 meters Scaled)
 FS0518
 FS0518                          SUPERSEDED SURVEY CONTROL
 FS0518
 FS0518.No superseded survey control is available for this station.
 FS0518
 FS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614770(NAD 83)
 FS0518_MARKER: DD = SURVEY DISK
 FS0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0518_SP_SET: BRIDGE
 FS0518_STAMPING: 2324.79 1833X79 1951
 FS0518_MARK LOGO: AZHD  
 FS0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0518
 FS0518  HISTORY     - Date     Condition        Report By
 FS0518  HISTORY     - 1951     MONUMENTED       AZHD
 FS0518  HISTORY     - 1961     GOOD             NGS
 FS0518  HISTORY     - 1981     GOOD             NGS
 FS0518
 FS0518                          STATION DESCRIPTION
 FS0518
 FS0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0518'14.8 MI SSW FROM KINGMAN.
 FS0518'ABOUT 14.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0518'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0518'ABOUT 0.2 MILES SOUTH OF MILE POST 35, SET IN THE TOP OF THE
 FS0518'NORTH END OF THE EAST CURB OF A 130 FOOT CONCRETE BRIDGE, 15 FEET
 FS0518'EAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT
 FS0518'ABOVE THE LEVEL OF THE HIGHWAY.
 FS0518
 FS0518                          STATION RECOVERY (1981)
 FS0518
 FS0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0518'16.15 KM (10.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0518'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 FS0518'BLACK ROCK WASH, IN TOP OF THE NORTH END OF THE EAST CURBING, 0.25 KM
 FS0518'(0.15 MI) SOUTH OF MILE POST 35, 4.6 METERS (15 FT) EAST OF THE
 FS0518'CENTERLINE OF THE EAST LANES.
 FS0518'THE MARK IS 0.3 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0100 ***********************************************************************
 FS0100  DESIGNATION -  2335.52
 FS0100  PID         -  FS0100
 FS0100  STATE/COUNTY-  AZ/MOHAVE
 FS0100  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0100
 FS0100                         *CURRENT SURVEY CONTROL
 FS0100  ___________________________________________________________________
 FS0100* NAD 83(1986)-  35 48 20.     (N)    114 32 22.     (W)     SCALED    
 FS0100* NAVD 88     -       712.018  (meters)    2336.01   (feet)  POSTED    
 FS0100  ___________________________________________________________________
 FS0100  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0100  DYNAMIC HT  -         711.280 (meters)    2333.59  (feet)  COMP
 FS0100  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 FS0100
 FS0100  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0100
 FS0100.The horizontal coordinates were scaled from a topographic map and have
 FS0100.an estimated accuracy of +/- 6 seconds.
 FS0100
 FS0100.The orthometric height was determined by differential leveling
 FS0100.and adjusted by the National Geodetic Survey in 1992..
 FS0100.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0100.rate of 2.1 thru 3.0 mm/km.
 FS0100
 FS0100.The geoid height was determined by GEOID03.
 FS0100
 FS0100.The dynamic height is computed by dividing the NAVD 88
 FS0100.geopotential number by the normal gravity value computed on the
 FS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0100.degrees latitude (g = 980.6199 gals.).
 FS0100
 FS0100.The modeled gravity was interpolated from observed gravity values.
 FS0100
 FS0100;                    North         East    Units  Estimated Accuracy
 FS0100;SPC AZ W     -   533,250.      142,010.      MT  (+/- 180 meters Scaled)
 FS0100
 FS0100                          SUPERSEDED SURVEY CONTROL
 FS0100
 FS0100  NGVD 29 (??/??/92)  711.284  (m)         2333.60   (f) ADJ UNCH    1 1
 FS0100
 FS0100.Superseded values are not recommended for survey control.
 FS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0100.See file dsdata.txt to determine how the superseded data were derived.
 FS0100
 FS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV223651(NAD 83)
 FS0100_MARKER: P = PIPE CAP
 FS0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0100_STAMPING: 2335.52 1833 1506 1833 1530 1935
 FS0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0100
 FS0100  HISTORY     - Date     Condition        Report By
 FS0100  HISTORY     - 1935     MONUMENTED       BPR
 FS0100  HISTORY     - 1950     GOOD             NGS
 FS0100  HISTORY     - 1963     GOOD             NGS
 FS0100  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0100
 FS0100                          STATION DESCRIPTION
 FS0100
 FS0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0100'20.4 MI SE FROM HOOVER DAM.
 FS0100'20.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0100'(ARIZONA) END OF HOOVER DAM, ON THE TOP OF THE NORTHEAST BANK OF
 FS0100'A SHALLOW THROUGH CUT, DIRECTLY ACROSS THE HIGHWAY FROM BM
 FS0100'2338.24 (BPR  ), 110 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FS0100'OF A DRY WASH, 50.2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0100'HIGHWAY, 4 FEET WEST OF A SMALL BOULDER MARKED BY WHITE PAINTED
 FS0100'LETTERS BM, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SCREWED
 FS0100'ON THE TOP OF A 2 1/2-INCH GALVANIZED PIPE PAINTED WHITE AND
 FS0100'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0100
 FS0100                          STATION RECOVERY (1963)
 FS0100
 FS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0100'RECOVERED IN GOOD CONDITION.
 FS0100
 FS0100                          STATION RECOVERY (1982)
 FS0100
 FS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0100'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0101 ***********************************************************************
 FS0101  DESIGNATION -  2338.24
 FS0101  PID         -  FS0101
 FS0101  STATE/COUNTY-  AZ/MOHAVE
 FS0101  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0101
 FS0101                         *CURRENT SURVEY CONTROL
 FS0101  ___________________________________________________________________
 FS0101* NAD 83(1986)-  35 48 20.     (N)    114 32 27.     (W)     SCALED    
 FS0101* NAVD 88     -       712.844  (meters)    2338.72   (feet)  ADJUSTED  
 FS0101  ___________________________________________________________________
 FS0101  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0101  DYNAMIC HT  -         712.104 (meters)    2336.29  (feet)  COMP
 FS0101  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 FS0101
 FS0101  VERT ORDER  -  FIRST     CLASS I
 FS0101
 FS0101.The horizontal coordinates were scaled from a topographic map and have
 FS0101.an estimated accuracy of +/- 6 seconds.
 FS0101
 FS0101.The orthometric height was determined by differential leveling
 FS0101.and adjusted by the National Geodetic Survey in June 1991..
 FS0101
 FS0101.The geoid height was determined by GEOID03.
 FS0101
 FS0101.The dynamic height is computed by dividing the NAVD 88
 FS0101.geopotential number by the normal gravity value computed on the
 FS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0101.degrees latitude (g = 980.6199 gals.).
 FS0101
 FS0101.The modeled gravity was interpolated from observed gravity values.
 FS0101
 FS0101;                    North         East    Units  Estimated Accuracy
 FS0101;SPC AZ W     -   533,250.      141,890.      MT  (+/- 180 meters Scaled)
 FS0101
 FS0101                          SUPERSEDED SURVEY CONTROL
 FS0101
 FS0101  NGVD 29 (??/??/92)  712.111  (m)         2336.32   (f) ADJ UNCH    1 1
 FS0101
 FS0101.Superseded values are not recommended for survey control.
 FS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0101.See file dsdata.txt to determine how the superseded data were derived.
 FS0101
 FS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV222651(NAD 83)
 FS0101_MARKER: P = PIPE CAP
 FS0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0101_STAMPING: 2338.24 1833 1506 1833 1530 1935
 FS0101_MARK LOGO: BPR   
 FS0101_PROJECTION: PROJECTING 18 CENTIMETERS
 FS0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0101
 FS0101  HISTORY     - Date     Condition        Report By
 FS0101  HISTORY     - 1935     MONUMENTED       BPR
 FS0101  HISTORY     - 1950     GOOD             NGS
 FS0101  HISTORY     - 1963     GOOD             NGS
 FS0101  HISTORY     - 1982     GOOD             NGS
 FS0101
 FS0101                          STATION DESCRIPTION
 FS0101
 FS0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0101'20.4 MI SE FROM HOOVER DAM.
 FS0101'20.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0101'(ARIZONA) END OF HOOVER DAM, ON THE TOP OF THE SOUTHWEST BANK OF
 FS0101'A SHALLOW THROUGH CUT, ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST
 FS0101'END OF A BORROW PIT, 133 FEET SOUTHEAST OF THE APPROXIMATE
 FS0101'CENTER OF A DRY WASH, 50.0 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0101'THE HIGHWAY, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, 2 FEET
 FS0101'NORTHEAST OF A SMALL LOOSE BOULDER PAINTED WHITE, AND SCREWED
 FS0101'ON THE TOP OF A 2 1/2-INCH GALVANIZED PIPE PAINTED WHITE AND
 FS0101'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0101
 FS0101                          STATION RECOVERY (1963)
 FS0101
 FS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0101'RECOVERED IN GOOD CONDITION.
 FS0101
 FS0101                          STATION RECOVERY (1982)
 FS0101
 FS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0101'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0101'OF HOOVER DAM, 15.2 METERS (50 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0101'HIGHWAY, 13.2 METERS (43.5 FT) NORTHEAST OF TRIANGULATION STATION BAR
 FS0101'AZDT.
 FS0101'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1290 ***********************************************************************
 DU1290  DESIGNATION -  2346.61
 DU1290  PID         -  DU1290
 DU1290  STATE/COUNTY-  AZ/GILA
 DU1290  USGS QUAD   -  WINDY HILL (1978)
 DU1290
 DU1290                         *CURRENT SURVEY CONTROL
 DU1290  ___________________________________________________________________
 DU1290* NAD 83(1986)-  33 39 26.     (N)    111 06 38.     (W)     SCALED    
 DU1290* NAVD 88     -       715.876  (meters)    2348.67   (feet)  ADJUSTED  
 DU1290  ___________________________________________________________________
 DU1290  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1290  DYNAMIC HT  -         714.951 (meters)    2345.64  (feet)  COMP
 DU1290  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 DU1290
 DU1290  VERT ORDER  -  FIRST     CLASS II
 DU1290
 DU1290.The horizontal coordinates were scaled from a topographic map and have
 DU1290.an estimated accuracy of +/- 6 seconds.
 DU1290
 DU1290.The orthometric height was determined by differential leveling
 DU1290.and adjusted by the National Geodetic Survey in June 1991..
 DU1290
 DU1290.The geoid height was determined by GEOID03.
 DU1290
 DU1290.The dynamic height is computed by dividing the NAVD 88
 DU1290.geopotential number by the normal gravity value computed on the
 DU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1290.degrees latitude (g = 980.6199 gals.).
 DU1290
 DU1290.The modeled gravity was interpolated from observed gravity values.
 DU1290
 DU1290;                    North         East    Units  Estimated Accuracy
 DU1290;SPC AZ E     -   295,040.      125,820.      MT  (+/- 180 meters Scaled)
 DU1290
 DU1290                          SUPERSEDED SURVEY CONTROL
 DU1290
 DU1290.No superseded survey control is available for this station.
 DU1290
 DU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC897241(NAD 83)
 DU1290_MARKER: DB = BENCH MARK DISK
 DU1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1290_SP_SET: CULVERT
 DU1290_STAMPING: 2346.61 196+40 1958
 DU1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1290+STABILITY: SURFACE MOTION
 DU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1290+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1290
 DU1290  HISTORY     - Date     Condition        Report By
 DU1290  HISTORY     - 1958     MONUMENTED       AZHD
 DU1290  HISTORY     - 1979     GOOD             NGS
 DU1290  HISTORY     - 19980701 GOOD             AZDT
 DU1290  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 DU1290  HISTORY     - 20050529 GOOD             USPSQD
 DU1290
 DU1290                          STATION DESCRIPTION
 DU1290
 DU1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1290'1.7 MI SE FROM ROOSEVELT.
 DU1290'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1290'THE POST OFFICE IN ROOSEVELT, SET IN THE TOP CENTER OF THE
 DU1290'SOUTH END OF A (20 X 10 FOOT) CONCRETE BOX CULVERT, 24.1
 DU1290'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 6.9 FEET SOUTH OF
 DU1290'A GUARD RAIL.
 DU1290'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1290
 DU1290                          STATION RECOVERY (1998)
 DU1290
 DU1290'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1290'RECOVERED AS DESCRIBED.
 DU1290
 DU1290                          STATION RECOVERY (2004)
 DU1290
 DU1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1290'FOUND THE LOCATION BUT NOW REPLACED WITH ADOT CAP.
 DU1290
 DU1290                          STATION RECOVERY (2005)
 DU1290
 DU1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1290'RECOVERED AS DESCRIBED. LOCATION IS N33'39'27.2'.  W111'06'40.8'  PER
 DU1290'GPS WGS 84.  MARK IS APPROXIMATELY 15' BELOW HIGHWAY GRADE.  ELEVATION
 DU1290'2219'.  ADOT MARK.
 DU1290' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0490 ***********************************************************************
 CY0490  DESIGNATION -  2347+00.45
 CY0490  PID         -  CY0490
 CY0490  STATE/COUNTY-  AZ/COCHISE
 CY0490  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0490
 CY0490                         *CURRENT SURVEY CONTROL
 CY0490  ___________________________________________________________________
 CY0490* NAD 83(1986)-  32 18 47.     (N)    109 47 16.     (W)     SCALED    
 CY0490* NAVD 88     -      1308.14   (+/-2cm)    4291.8    (feet)  VERTCON   
 CY0490  ___________________________________________________________________
 CY0490  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0490
 CY0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0490
 CY0490.The horizontal coordinates were scaled from a topographic map and have
 CY0490.an estimated accuracy of +/- 6 seconds.
 CY0490
 CY0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0490.The vertical order pertains to the NGVD 29 superseded value.
 CY0490
 CY0490.The geoid height was determined by GEOID03.
 CY0490
 CY0490;                    North         East    Units  Estimated Accuracy
 CY0490;SPC AZ E     -   145,640.      249,040.      MT  (+/- 180 meters Scaled)
 CY0490
 CY0490                          SUPERSEDED SURVEY CONTROL
 CY0490
 CY0490  NGVD 29 (??/??/92) 1307.379  (m)         4289.29   (f) ADJ UNCH    2 0
 CY0490
 CY0490.Superseded values are not recommended for survey control.
 CY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0490.See file dsdata.txt to determine how the superseded data were derived.
 CY0490
 CY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA141757(NAD 83)
 CY0490_MARKER: DD = SURVEY DISK
 CY0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0490_SP_SET: HEADWALL
 CY0490_STAMPING: 2347+00.45 1955
 CY0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0490
 CY0490  HISTORY     - Date     Condition        Report By
 CY0490  HISTORY     - 1955     MONUMENTED       AZHD
 CY0490  HISTORY     - 1960     GOOD             NGS
 CY0490  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0490
 CY0490                          STATION DESCRIPTION
 CY0490
 CY0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0490'5.1 MI NE FROM WILLCOX.
 CY0490'5.1 MILES NORTHEAST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0490'HIGHWAY 86-INTERSTATE HIGHWAY 10, 63.8 FEET EAST OF MILEPOST 333, 1.5
 CY0490'FEET HIGHER THAN HIGHWAY, 22 FEET SOUTH OF CENTERLINE OF EASTBOUND
 CY0490'TRAFFIC LANE, SET IN SOUTH HEADWALL.
 CY0490
 CY0490                          STATION RECOVERY (1979)
 CY0490
 CY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0490'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  ALL HEADWALLS BETWEEN
 CY0490'DRURY AND OHIO 2 WERE CHECKED AND NO MARK WITH 1955 STAMPING COULD
 CY0490'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0110 ***********************************************************************
 FS0110  DESIGNATION -  2349.93
 FS0110  PID         -  FS0110
 FS0110  STATE/COUNTY-  AZ/MOHAVE
 FS0110  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0110
 FS0110                         *CURRENT SURVEY CONTROL
 FS0110  ___________________________________________________________________
 FS0110* NAD 83(1986)-  35 46 19.     (N)    114 30 51.     (W)     SCALED    
 FS0110* NAVD 88     -       716.417  (meters)    2350.44   (feet)  POSTED    
 FS0110  ___________________________________________________________________
 FS0110  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0110  DYNAMIC HT  -         715.660 (meters)    2347.96  (feet)  COMP
 FS0110  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 FS0110
 FS0110  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0110
 FS0110.The horizontal coordinates were scaled from a topographic map and have
 FS0110.an estimated accuracy of +/- 6 seconds.
 FS0110
 FS0110.The orthometric height was determined by differential leveling
 FS0110.and adjusted by the National Geodetic Survey in 1992..
 FS0110.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0110.rate of 2.1 thru 3.0 mm/km.
 FS0110
 FS0110.The geoid height was determined by GEOID03.
 FS0110
 FS0110.The dynamic height is computed by dividing the NAVD 88
 FS0110.geopotential number by the normal gravity value computed on the
 FS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0110.degrees latitude (g = 980.6199 gals.).
 FS0110
 FS0110.The modeled gravity was interpolated from observed gravity values.
 FS0110
 FS0110;                    North         East    Units  Estimated Accuracy
 FS0110;SPC AZ W     -   529,500.      144,270.      MT  (+/- 180 meters Scaled)
 FS0110
 FS0110                          SUPERSEDED SURVEY CONTROL
 FS0110
 FS0110  NGVD 29 (??/??/92)  715.742  (m)         2348.23   (f) ADJ UNCH    1 1
 FS0110
 FS0110.Superseded values are not recommended for survey control.
 FS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0110.See file dsdata.txt to determine how the superseded data were derived.
 FS0110
 FS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV247615(NAD 83)
 FS0110_MARKER: DD = SURVEY DISK
 FS0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0110_SP_SET: CULVERT
 FS0110_STAMPING: 2349.93
 FS0110_MARK LOGO: BPR   
 FS0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0110
 FS0110  HISTORY     - Date     Condition        Report By
 FS0110  HISTORY     - UNK      MONUMENTED       BPR
 FS0110  HISTORY     - 1950     GOOD             NGS
 FS0110  HISTORY     - 1982     GOOD             NGS
 FS0110
 FS0110                          STATION DESCRIPTION
 FS0110
 FS0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0110'23 MI SE FROM HOOVER DAM.
 FS0110'23.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0110'(ARIZONA) END OF HOOVER DAM, AT MILEPOST 23, AT A DOUBLE 30-INCH
 FS0110'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0110'CENTER OF THE NORTHEAST CONCRETE HEAD WALL, 18.3 FEET NORTHEAST
 FS0110'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER
 FS0110'THAN THE HIGHWAY.
 FS0110
 FS0110                          STATION RECOVERY (1982)
 FS0110
 FS0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0110'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0380 ***********************************************************************
 DU0380  DESIGNATION -  2355
 DU0380  PID         -  DU0380
 DU0380  STATE/COUNTY-  AZ/GILA
 DU0380  USGS QUAD   -  TONTO BASIN (1964)
 DU0380
 DU0380                         *CURRENT SURVEY CONTROL
 DU0380  ___________________________________________________________________
 DU0380* NAD 83(1986)-  33 52 28.     (N)    111 18 51.     (W)     SCALED    
 DU0380* NAVD 88     -       718.115  (meters)    2356.02   (feet)  ADJUSTED  
 DU0380  ___________________________________________________________________
 DU0380  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DU0380  DYNAMIC HT  -         717.196 (meters)    2353.00  (feet)  COMP
 DU0380  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 DU0380
 DU0380  VERT ORDER  -  FIRST     CLASS II
 DU0380
 DU0380.The horizontal coordinates were scaled from a topographic map and have
 DU0380.an estimated accuracy of +/- 6 seconds.
 DU0380
 DU0380.The orthometric height was determined by differential leveling
 DU0380.and adjusted by the National Geodetic Survey in June 1991..
 DU0380
 DU0380.The geoid height was determined by GEOID03.
 DU0380
 DU0380.The dynamic height is computed by dividing the NAVD 88
 DU0380.geopotential number by the normal gravity value computed on the
 DU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0380.degrees latitude (g = 980.6199 gals.).
 DU0380
 DU0380.The modeled gravity was interpolated from observed gravity values.
 DU0380
 DU0380;                    North         East    Units  Estimated Accuracy
 DU0380;SPC AZ E     -   319,320.      107,200.      MT  (+/- 180 meters Scaled)
 DU0380
 DU0380                          SUPERSEDED SURVEY CONTROL
 DU0380
 DU0380  NGVD 29 (??/??/92)  717.503  (m)         2354.01   (f) ADJ UNCH    1 2
 DU0380
 DU0380.Superseded values are not recommended for survey control.
 DU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0380.See file dsdata.txt to determine how the superseded data were derived.
 DU0380
 DU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709482(NAD 83)
 DU0380_MARKER: DB = BENCH MARK DISK
 DU0380_SETTING: 80 = SET IN A BOULDER
 DU0380_SP_SET: BOULDER
 DU0380_STAMPING: 2354.008 34
 DU0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0380+STABILITY: SURFACE MOTION
 DU0380
 DU0380  HISTORY     - Date     Condition        Report By
 DU0380  HISTORY     - UNK      MONUMENTED       USGS
 DU0380  HISTORY     - 1934     GOOD             NGS
 DU0380  HISTORY     - 1983     MARK NOT FOUND   NGS
 DU0380
 DU0380                          STATION DESCRIPTION
 DU0380
 DU0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0380'0.2 MI N FROM TONTO BASIN.
 DU0380'0.2 MILE NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0380'GILA COUNTY, 80 YARDS NORTH OF A FENCE CORNER, AT THE FOOT OF A ROCKY
 DU0380'SLOPE, AT THE MOUTH OF A SMALL WASH, 78 FEET WEST OF THE CENTERLINE OF
 DU0380'THE HIGHWAY, IN THE TOP OF A SMALL GRANITE BOULDER, AND 1 FOOT ABOVE
 DU0380'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 DU0380'2354.008 34.
 DU0380
 DU0380                          STATION RECOVERY (1983)
 DU0380
 DU0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0380'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0283 ***********************************************************************
 DU0283  DESIGNATION -  2362
 DU0283  PID         -  DU0283
 DU0283  STATE/COUNTY-  AZ/GILA
 DU0283  USGS QUAD   -  HAYDEN (1964)
 DU0283
 DU0283                         *CURRENT SURVEY CONTROL
 DU0283  ___________________________________________________________________
 DU0283* NAD 83(1986)-  33 06 47.     (N)    110 46 45.     (W)     SCALED    
 DU0283* NAVD 88     -       720.53   (+/-2cm)    2363.9    (feet)  VERTCON   
 DU0283  ___________________________________________________________________
 DU0283  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0283
 DU0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0283
 DU0283.The horizontal coordinates were scaled from a topographic map and have
 DU0283.an estimated accuracy of +/- 6 seconds.
 DU0283
 DU0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0283.The vertical order pertains to the NGVD 29 superseded value.
 DU0283
 DU0283.The geoid height was determined by GEOID03.
 DU0283
 DU0283;                    North         East    Units  Estimated Accuracy
 DU0283;SPC AZ E     -   234,460.      156,200.      MT  (+/- 180 meters Scaled)
 DU0283
 DU0283                          SUPERSEDED SURVEY CONTROL
 DU0283
 DU0283  NGVD 29 (??/??/92)  719.902  (m)         2361.88   (f) ADJ UNCH    2 0
 DU0283
 DU0283.Superseded values are not recommended for survey control.
 DU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0283.See file dsdata.txt to determine how the superseded data were derived.
 DU0283
 DU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB206638(NAD 83)
 DU0283_MARKER: Z = SEE DESCRIPTION
 DU0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0283_SP_SET: RESERVOIR
 DU0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0283
 DU0283  HISTORY     - Date     Condition        Report By
 DU0283  HISTORY     - UNK      MONUMENTED       USGS
 DU0283  HISTORY     - 1933     GOOD             NGS
 DU0283
 DU0283                          STATION DESCRIPTION
 DU0283
 DU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0283'15.0 MI N FROM WINKELMAN.
 DU0283'15.0 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE SOUTH
 DU0283'BANK OF DRIPPING SPRINGS WASH, NEAR THE CROSSING OF THE WASH, ON THE
 DU0283'EDGE OF A CONCRETE RESERVOIR, AND 45 FEET SOUTH OF THE CENTER LINE OF
 DU0283'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1411 ***********************************************************************
 CZ1411  DESIGNATION -  2364.78
 CZ1411  PID         -  CZ1411
 CZ1411  STATE/COUNTY-  AZ/PIMA
 CZ1411  USGS QUAD   -  TUCSON (1992)
 CZ1411
 CZ1411                         *CURRENT SURVEY CONTROL
 CZ1411  ___________________________________________________________________
 CZ1411* NAD 83(1986)-  32 13 39.     (N)    110 58 20.     (W)     SCALED    
 CZ1411* NAVD 88     -       721.506  (meters)    2367.14   (feet)  ADJUSTED  
 CZ1411  ___________________________________________________________________
 CZ1411  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1411  DYNAMIC HT  -         720.518 (meters)    2363.90  (feet)  COMP
 CZ1411  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 CZ1411
 CZ1411  VERT ORDER  -  FIRST     CLASS II
 CZ1411
 CZ1411.The horizontal coordinates were scaled from a topographic map and have
 CZ1411.an estimated accuracy of +/- 6 seconds.
 CZ1411
 CZ1411.The orthometric height was determined by differential leveling
 CZ1411.and adjusted by the National Geodetic Survey in June 1991..
 CZ1411
 CZ1411.The geoid height was determined by GEOID03.
 CZ1411
 CZ1411.The dynamic height is computed by dividing the NAVD 88
 CZ1411.geopotential number by the normal gravity value computed on the
 CZ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1411.degrees latitude (g = 980.6199 gals.).
 CZ1411
 CZ1411.The modeled gravity was interpolated from observed gravity values.
 CZ1411
 CZ1411;                    North         East    Units  Estimated Accuracy
 CZ1411;SPC AZ C     -   136,480.      302,380.      MT  (+/- 180 meters Scaled)
 CZ1411
 CZ1411                          SUPERSEDED SURVEY CONTROL
 CZ1411
 CZ1411.No superseded survey control is available for this station.
 CZ1411
 CZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA026656(NAD 83)
 CZ1411_MARKER: DD = SURVEY DISK
 CZ1411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1411_SP_SET: CURB
 CZ1411_STAMPING: ELEV. 2364.78 73
 CZ1411_MARK LOGO: AZHD  
 CZ1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1411+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1411
 CZ1411  HISTORY     - Date     Condition        Report By
 CZ1411  HISTORY     - 1973     MONUMENTED       AZHD
 CZ1411  HISTORY     - 1980     GOOD             NGS
 CZ1411  HISTORY     - 19950223 MARK NOT FOUND   USPSQD
 CZ1411  HISTORY     - 19990304 GOOD             NGS
 CZ1411  HISTORY     - 20060316 GOOD             USPSQD
 CZ1411
 CZ1411                          STATION DESCRIPTION
 CZ1411
 CZ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1411'IN TUCSON.
 CZ1411'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SIXTH STREET AND
 CZ1411'NORTH STONE AVENUE, IN TOP OF THE SOUTH CURB OF SIXTH STREET,
 CZ1411'7.9 METERS (25.9 FEET) WEST OF THE EXTENDED WEST CURB OF STONE AVENUE
 CZ1411'AND THE CENTER OF THE WEST SIDEWALK LEADING SOUTH UNDER THE RAILROAD.
 CZ1411'THE MARK IS 0.2 M ABOVE SIXTH STREET.
 CZ1411
 CZ1411                          STATION RECOVERY (1995)
 CZ1411
 CZ1411'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1411'MARK NOT FOUND.
 CZ1411
 CZ1411                          STATION RECOVERY (1999)
 CZ1411
 CZ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1411'IN TUCSON, AT THE INTERSECTION OF 6TH STREET AND STONE AVENUE, IN THE
 CZ1411'CONCRETE CURB ALONG THE SOUTH SIDE OF THE STREET, 12.5 M (41.0 FT)
 CZ1411'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 3.3 M
 CZ1411'(10.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 CZ1411'STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE
 CZ1411'MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
 CZ1411
 CZ1411                          STATION RECOVERY (2006)
 CZ1411
 CZ1411'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0520 ***********************************************************************
 FS0520  DESIGNATION -  2394.14
 FS0520  PID         -  FS0520
 FS0520  STATE/COUNTY-  AZ/MOHAVE
 FS0520  USGS QUAD   -  KINGMAN SW (1983)
 FS0520
 FS0520                         *CURRENT SURVEY CONTROL
 FS0520  ___________________________________________________________________
 FS0520* NAD 83(1986)-  35 01 27.     (N)    114 07 54.     (W)     SCALED    
 FS0520* NAVD 88     -       730.456  (meters)    2396.50   (feet)  ADJUSTED  
 FS0520  ___________________________________________________________________
 FS0520  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FS0520  DYNAMIC HT  -         729.624 (meters)    2393.77  (feet)  COMP
 FS0520  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 FS0520
 FS0520  VERT ORDER  -  FIRST     CLASS II
 FS0520
 FS0520.The horizontal coordinates were scaled from a topographic map and have
 FS0520.an estimated accuracy of +/- 6 seconds.
 FS0520
 FS0520.The orthometric height was determined by differential leveling
 FS0520.and adjusted by the National Geodetic Survey in June 1991..
 FS0520
 FS0520.The geoid height was determined by GEOID03.
 FS0520
 FS0520.The dynamic height is computed by dividing the NAVD 88
 FS0520.geopotential number by the normal gravity value computed on the
 FS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0520.degrees latitude (g = 980.6199 gals.).
 FS0520
 FS0520.The modeled gravity was interpolated from observed gravity values.
 FS0520
 FS0520;                    North         East    Units  Estimated Accuracy
 FS0520;SPC AZ W     -   446,340.      178,530.      MT  (+/- 180 meters Scaled)
 FS0520
 FS0520                          SUPERSEDED SURVEY CONTROL
 FS0520
 FS0520.No superseded survey control is available for this station.
 FS0520
 FS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617794(NAD 83)
 FS0520_MARKER: DD = SURVEY DISK
 FS0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0520_SP_SET: CULVERT
 FS0520_STAMPING: 2394.14 1918X1559 1950
 FS0520_MARK LOGO: AZHD  
 FS0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0520
 FS0520  HISTORY     - Date     Condition        Report By
 FS0520  HISTORY     - 1950     MONUMENTED       AZHD
 FS0520  HISTORY     - 1961     GOOD             NGS
 FS0520  HISTORY     - 1981     GOOD             NGS
 FS0520
 FS0520                          STATION DESCRIPTION
 FS0520
 FS0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0520'13.3 MI SSW FROM KINGMAN.
 FS0520'ABOUT 13.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0520'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0520'SET IN THE TOP AND APPROXIMATE CENTER OF A 24 FOOT CONCRETE BOX
 FS0520'CULVERT WITH 2 OPENINGS, 25 FEET EAST OF THE CENTER LINE OF U.S.
 FS0520'HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FS0520
 FS0520                          STATION RECOVERY (1981)
 FS0520
 FS0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0520'18.6 KM (11.55 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0520'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 FS0520'EAST HEADWALL OF A DOUBLE BOX CULVERT, 7.6 METERS (25 FT) EAST OF THE
 FS0520'CENTERLINE OF THE EAST LANES.
 FS0520'THE MARK IS 0.3 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0113 ***********************************************************************
 FS0113  DESIGNATION -  2397.94
 FS0113  PID         -  FS0113
 FS0113  STATE/COUNTY-  AZ/MOHAVE
 FS0113  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0113
 FS0113                         *CURRENT SURVEY CONTROL
 FS0113  ___________________________________________________________________
 FS0113* NAD 83(1986)-  35 45 04.     (N)    114 30 07.     (W)     SCALED    
 FS0113* NAVD 88     -       731.129  (meters)    2398.71   (feet)  POSTED    
 FS0113  ___________________________________________________________________
 FS0113  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0113  DYNAMIC HT  -         730.360 (meters)    2396.19  (feet)  COMP
 FS0113  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 FS0113
 FS0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0113
 FS0113.The horizontal coordinates were scaled from a topographic map and have
 FS0113.an estimated accuracy of +/- 6 seconds.
 FS0113
 FS0113.The orthometric height was determined by differential leveling
 FS0113.and adjusted by the National Geodetic Survey in 1992..
 FS0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0113.rate of 0.0 thru 1.0 mm/km.
 FS0113
 FS0113.The geoid height was determined by GEOID03.
 FS0113
 FS0113.The dynamic height is computed by dividing the NAVD 88
 FS0113.geopotential number by the normal gravity value computed on the
 FS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0113.degrees latitude (g = 980.6199 gals.).
 FS0113
 FS0113.The modeled gravity was interpolated from observed gravity values.
 FS0113
 FS0113;                    North         East    Units  Estimated Accuracy
 FS0113;SPC AZ W     -   527,180.      145,350.      MT  (+/- 180 meters Scaled)
 FS0113
 FS0113                          SUPERSEDED SURVEY CONTROL
 FS0113
 FS0113  NGVD 29 (??/??/92)  730.447  (m)         2396.47   (f) ADJ UNCH    1 1
 FS0113
 FS0113.Superseded values are not recommended for survey control.
 FS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0113.See file dsdata.txt to determine how the superseded data were derived.
 FS0113
 FS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV258592(NAD 83)
 FS0113_MARKER: DD = SURVEY DISK
 FS0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0113_SP_SET: CULVERT
 FS0113_STAMPING: 2397.94
 FS0113_MARK LOGO: BPR   
 FS0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0113
 FS0113  HISTORY     - Date     Condition        Report By
 FS0113  HISTORY     - UNK      MONUMENTED       BPR
 FS0113  HISTORY     - 1950     GOOD             NGS
 FS0113  HISTORY     - 1982     GOOD             NGS
 FS0113
 FS0113                          STATION DESCRIPTION
 FS0113
 FS0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0113'24.8 MI SE FROM HOOVER DAM.
 FS0113'24.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0113'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF THE T JUNCTION
 FS0113'OF A GRAVEL ROAD LEADING SOUTHWEST TO POPE MINE, AT A DOUBLE
 FS0113'5- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0113'APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.4 FEET
 FS0113'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 FS0113'ABOVE THE HIGHWAY.
 FS0113
 FS0113                          STATION RECOVERY (1982)
 FS0113
 FS0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0113'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0111 ***********************************************************************
 FS0111  DESIGNATION -  2399.80
 FS0111  PID         -  FS0111
 FS0111  STATE/COUNTY-  AZ/MOHAVE
 FS0111  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0111
 FS0111                         *CURRENT SURVEY CONTROL
 FS0111  ___________________________________________________________________
 FS0111* NAD 83(1986)-  35 45 37.     (N)    114 30 29.     (W)     SCALED    
 FS0111* NAVD 88     -       731.692  (meters)    2400.56   (feet)  POSTED    
 FS0111  ___________________________________________________________________
 FS0111  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0111  DYNAMIC HT  -         730.920 (meters)    2398.03  (feet)  COMP
 FS0111  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 FS0111
 FS0111  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0111
 FS0111.The horizontal coordinates were scaled from a topographic map and have
 FS0111.an estimated accuracy of +/- 6 seconds.
 FS0111
 FS0111.The orthometric height was determined by differential leveling
 FS0111.and adjusted by the National Geodetic Survey in 1992..
 FS0111.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0111.rate of 2.1 thru 3.0 mm/km.
 FS0111
 FS0111.The geoid height was determined by GEOID03.
 FS0111
 FS0111.The dynamic height is computed by dividing the NAVD 88
 FS0111.geopotential number by the normal gravity value computed on the
 FS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0111.degrees latitude (g = 980.6199 gals.).
 FS0111
 FS0111.The modeled gravity was interpolated from observed gravity values.
 FS0111
 FS0111;                    North         East    Units  Estimated Accuracy
 FS0111;SPC AZ W     -   528,200.      144,810.      MT  (+/- 180 meters Scaled)
 FS0111
 FS0111                          SUPERSEDED SURVEY CONTROL
 FS0111
 FS0111  NGVD 29 (??/??/92)  731.010  (m)         2398.32   (f) ADJ UNCH    1 1
 FS0111
 FS0111.Superseded values are not recommended for survey control.
 FS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0111.See file dsdata.txt to determine how the superseded data were derived.
 FS0111
 FS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV252602(NAD 83)
 FS0111_MARKER: DD = SURVEY DISK
 FS0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0111_SP_SET: CULVERT
 FS0111_STAMPING: 2399.80
 FS0111_MARK LOGO: BPR   
 FS0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0111
 FS0111  HISTORY     - Date     Condition        Report By
 FS0111  HISTORY     - UNK      MONUMENTED       BPR
 FS0111  HISTORY     - 1950     GOOD             NGS
 FS0111  HISTORY     - 1982     GOOD             NGS
 FS0111
 FS0111                          STATION DESCRIPTION
 FS0111
 FS0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0111'23.9 MI SE FROM HOOVER DAM.
 FS0111'23.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0111'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST
 FS0111'24, AT A DOUBLE 4- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0111'OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.2 FEET
 FS0111'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0111'HIGHER THAN THE HIGHWAY.
 FS0111
 FS0111                          STATION RECOVERY (1982)
 FS0111
 FS0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0111'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0580 ***********************************************************************
 CG0580  DESIGNATION -  24 1
 CG0580  PID         -  CG0580
 CG0580  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0580  USGS QUAD   -  AMADO (1981)
 CG0580
 CG0580                         *CURRENT SURVEY CONTROL
 CG0580  ___________________________________________________________________
 CG0580* NAD 83(1992)-  31 38 48.71987(N)    111 04 01.46555(W)     ADJUSTED  
 CG0580* NAVD 88     -      1011.80   (+/-2cm)    3319.5    (feet)  VERTCON   
 CG0580  ___________________________________________________________________
 CG0580  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CG0580  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0580
 CG0580  HORZ ORDER  -  SECOND
 CG0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0580
 CG0580.The horizontal coordinates were established by classical geodetic methods
 CG0580.and adjusted by the National Geodetic Survey in August 1993..
 CG0580
 CG0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0580.The vertical order pertains to the NGVD 29 superseded value.
 CG0580
 CG0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0580
 CG0580.The geoid height was determined by GEOID03.
 CG0580
 CG0580;                    North         East     Units Scale Factor Converg.
 CG0580;SPC AZ C     -    72,027.670   293,940.146   MT  0.99998006   +0 26 44.8
 CG0580;SPC AZ C     -   236,311.25    964,370.56   iFT  0.99998006   +0 26 44.8
 CG0580;UTM  12      - 3,501,296.565   493,640.362   MT  0.99960050   -0 02 06.7
 CG0580
 CG0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0580!SPC AZ C     -   0.99984580  x   0.99998006  =   0.99982586
 CG0580!UTM  12      -   0.99984580  x   0.99960050  =   0.99944636
 CG0580
 CG0580                          SUPERSEDED SURVEY CONTROL
 CG0580
 CG0580  NAD 83(1986)-  31 38 48.70960(N)    111 04 01.46228(W) AD(       ) 2
 CG0580  NAD 27      -  31 38 48.39440(N)    111 03 59.12600(W) AD(       ) 2
 CG0580  NGVD 29 (??/??/92) 1010.990  (m)         3316.89   (f) ADJ UNCH    2 0
 CG0580
 CG0580.Superseded values are not recommended for survey control.
 CG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0580.See file dsdata.txt to determine how the superseded data were derived.
 CG0580
 CG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9364001297(NAD 83)
 CG0580_MARKER: DD = SURVEY DISK
 CG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0580_STAMPING: 24-1 1960
 CG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0580+STABILITY: SURFACE MOTION
 CG0580
 CG0580  HISTORY     - Date     Condition        Report By
 CG0580  HISTORY     - 1962     MONUMENTED       CGS
 CG0580  HISTORY     - 1962     GOOD             NGS
 CG0580  HISTORY     - 1979     GOOD             USGS
 CG0580
 CG0580                          STATION DESCRIPTION
 CG0580
 CG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0580'THE STATION IS A US ENGINEERS MARK,
 CG0580'A 3-INCH IN DIAMETER BRONZE DISK STAMPED 24 - 1 1960, CEMENTED
 CG0580'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 CG0580'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0580'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CG0580
 CG0580                          STATION RECOVERY (1962)
 CG0580
 CG0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0580'5.9 MI S FROM AMADO.
 CG0580'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0580'THENCE 0.85 MILE WEST ALONG AN OILED ROAD, ON THE TOP OF AN EAST-WEST
 CG0580'RIDGE, 15.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST, A STANDARD
 CG0580'USE DISK SET IN THE TOP OF A 8-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 CG0580'INCHES.
 CG0580
 CG0580                          STATION RECOVERY (1979)
 CG0580
 CG0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0580'AMADO POST OFFICE SOUTH 0.1 MILES, THENCE LEFT EAST 0.15 MILES,
 CG0580'THENCE RIGHT SOUTH ON I 19 5.4 MILES AND CHEVAZ SIDING INTERCHANGE,
 CG0580'THENCE RIGHT WEST 0.1 MILES TO FRONTAGE ROAD, THENCE LEFT SOUTH 0.05
 CG0580'MILES THENCE RIGHT SOUTHWEST 0.7 MILES TO END OF ROAD AND FENCE,
 CG0580'THENCE SOUTH ALONG FENCE FOR APPROXIMATELY 300 FEET TO STATION MARK.
 CG0580'SET IN TOP OF A CONCRETE CYLINDER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1610 ***********************************************************************
 DV1610  DESIGNATION -  24 A
 DV1610  PID         -  DV1610
 DV1610  STATE/COUNTY-  AZ/LA PAZ
 DV1610  USGS QUAD   -  HOPE SE (1990)
 DV1610
 DV1610                         *CURRENT SURVEY CONTROL
 DV1610  ___________________________________________________________________
 DV1610* NAD 83(1986)-  33 36 21.     (N)    113 36 14.     (W)     SCALED    
 DV1610* NAVD 88     -       426.88   (+/-2cm)    1400.5    (feet)  VERTCON   
 DV1610  ___________________________________________________________________
 DV1610  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1610
 DV1610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1610
 DV1610.The horizontal coordinates were scaled from a topographic map and have
 DV1610.an estimated accuracy of +/- 6 seconds.
 DV1610
 DV1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1610.The vertical order pertains to the NGVD 29 superseded value.
 DV1610
 DV1610.The geoid height was determined by GEOID03.
 DV1610
 DV1610;                    North         East    Units  Estimated Accuracy
 DV1610;SPC AZ W     -   288,960.      226,920.      MT  (+/- 180 meters Scaled)
 DV1610
 DV1610                          SUPERSEDED SURVEY CONTROL
 DV1610
 DV1610  NGVD 29 (??/??/92)  426.197  (m)         1398.28   (f) ADJ UNCH    2 0
 DV1610
 DV1610.Superseded values are not recommended for survey control.
 DV1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1610.See file dsdata.txt to determine how the superseded data were derived.
 DV1610
 DV1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC583214(NAD 83)
 DV1610_MARKER: DD = SURVEY DISK
 DV1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1610_STAMPING: 24 A 1962
 DV1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1610+STABILITY: SURFACE MOTION
 DV1610
 DV1610  HISTORY     - Date     Condition        Report By
 DV1610  HISTORY     - 1962     MONUMENTED       AZHD
 DV1610  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1610
 DV1610                          STATION DESCRIPTION
 DV1610
 DV1610'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1610'15.2 MI SE FROM SALOME.
 DV1610'0.4 MILE EAST-SOUTHEAST OF N 396 24, AN ARIZONA HIGHWAY DEPARTMENT
 DV1610'DISKSTAMPED 24 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1610'GROUND, AN DIN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1610'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1610
 DV1610                          STATION RECOVERY (1987)
 DV1610
 DV1610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0204 ***********************************************************************
 CF0204  DESIGNATION -  24 BKC
 CF0204  PID         -  CF0204
 CF0204  STATE/COUNTY-  AZ/COCHISE
 CF0204  USGS QUAD   -  PEARCE (1985)
 CF0204
 CF0204                         *CURRENT SURVEY CONTROL
 CF0204  ___________________________________________________________________
 CF0204* NAD 83(1986)-  31 54 18.     (N)    109 46 46.     (W)     SCALED    
 CF0204* NAVD 88     -      1319.329  (meters)    4328.50   (feet)  ADJUSTED  
 CF0204  ___________________________________________________________________
 CF0204  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CF0204  DYNAMIC HT  -        1317.304 (meters)    4321.85  (feet)  COMP
 CF0204  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 CF0204
 CF0204  VERT ORDER  -  FIRST     CLASS II
 CF0204
 CF0204.The horizontal coordinates were scaled from a topographic map and have
 CF0204.an estimated accuracy of +/- 6 seconds.
 CF0204
 CF0204.The orthometric height was determined by differential leveling
 CF0204.and adjusted by the National Geodetic Survey in June 1991..
 CF0204
 CF0204.The geoid height was determined by GEOID03.
 CF0204
 CF0204.The dynamic height is computed by dividing the NAVD 88
 CF0204.geopotential number by the normal gravity value computed on the
 CF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0204.degrees latitude (g = 980.6199 gals.).
 CF0204
 CF0204.The modeled gravity was interpolated from observed gravity values.
 CF0204
 CF0204;                    North         East    Units  Estimated Accuracy
 CF0204;SPC AZ E     -   100,400.      249,980.      MT  (+/- 180 meters Scaled)
 CF0204
 CF0204                          SUPERSEDED SURVEY CONTROL
 CF0204
 CF0204.No superseded survey control is available for this station.
 CF0204
 CF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA154305(NAD 83)
 CF0204_MARKER: DB = BENCH MARK DISK
 CF0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0204_SP_SET: LIGHT STRUCTURE
 CF0204_STAMPING: 24 BKC 1974
 CF0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0204+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0204
 CF0204  HISTORY     - Date     Condition        Report By
 CF0204  HISTORY     - 1974     MONUMENTED       USGS
 CF0204  HISTORY     - 1980     GOOD             NGS
 CF0204  HISTORY     - 20060506 GOOD             NGS
 CF0204
 CF0204                          STATION DESCRIPTION
 CF0204
 CF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0204'6.6 KM SE FROM PEARCE.
 CF0204'6.6 KILOMETERS (4.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666 FROM
 CF0204'THE POST OFFICE IN PEARCE, SET IN TOP AND 0.6 METER (2 FEET)
 CF0204'SOUTH OF THE NORTH END OF THE WEST CONCRETE RETAINING WALL OF
 CF0204'A CATTLE GUARD, 14.0 METERS (46 FEET) SOUTH OF THE
 CF0204'CENTERLINE OF THE HIGHWAY, 2.4 METERS (8 FEET) WEST OF THE CENTER
 CF0204'OF THE DIRT ROAD AND CATTLE GUARD, 1.2 METERS (4 FEET) NORTH OF
 CF0204'THE RIGHT-OF-WAY FENCE.
 CF0204'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0204'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0204
 CF0204                          STATION RECOVERY (2006)
 CF0204
 CF0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0204'US 666 IS NOW US 191.  STATION IS AT MILEPOST 43.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0814 ***********************************************************************
 FQ0814  DESIGNATION -  24 BKC
 FQ0814  PID         -  FQ0814
 FQ0814  STATE/COUNTY-  AZ/COCONINO
 FQ0814  USGS QUAD   -  WUPATKI SW (1969)
 FQ0814
 FQ0814                         *CURRENT SURVEY CONTROL
 FQ0814  ___________________________________________________________________
 FQ0814* NAD 83(1986)-  35 32 20.     (N)    111 24 13.     (W)     SCALED    
 FQ0814* NAVD 88     -      1609.643  (meters)    5280.97   (feet)  POSTED    
 FQ0814  ___________________________________________________________________
 FQ0814  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FQ0814  DYNAMIC HT  -        1607.570 (meters)    5274.17  (feet)  COMP
 FQ0814  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 FQ0814
 FQ0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0814
 FQ0814.The horizontal coordinates were scaled from a topographic map and have
 FQ0814.an estimated accuracy of +/- 6 seconds.
 FQ0814
 FQ0814.The orthometric height was determined by differential leveling
 FQ0814.and adjusted by the National Geodetic Survey in 1992..
 FQ0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0814.rate of 0.0 thru 1.0 mm/km.
 FQ0814
 FQ0814.The geoid height was determined by GEOID03.
 FQ0814
 FQ0814.The dynamic height is computed by dividing the NAVD 88
 FQ0814.geopotential number by the normal gravity value computed on the
 FQ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0814.degrees latitude (g = 980.6199 gals.).
 FQ0814
 FQ0814.The modeled gravity was interpolated from observed gravity values.
 FQ0814
 FQ0814;                    North         East    Units  Estimated Accuracy
 FQ0814;SPC AZ C     -   503,480.      259,880.      MT  (+/- 180 meters Scaled)
 FQ0814
 FQ0814                          SUPERSEDED SURVEY CONTROL
 FQ0814
 FQ0814.No superseded survey control is available for this station.
 FQ0814
 FQ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE634328(NAD 83)
 FQ0814_MARKER: DB = BENCH MARK DISK
 FQ0814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0814_SP_SET: CONCRETE HEADWALL
 FQ0814_STAMPING: 24 BKC 1968 5278
 FQ0814_MARK LOGO: USGS  
 FQ0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0814+STABILITY: SURFACE MOTION
 FQ0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0814+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0814
 FQ0814  HISTORY     - Date     Condition        Report By
 FQ0814  HISTORY     - 1968     MONUMENTED       USGS
 FQ0814
 FQ0814                          STATION DESCRIPTION
 FQ0814
 FQ0814'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0814'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0814'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0814'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0814'NATIONAL MONUMENT, THENCE 9.8 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0814'CATTLEGUARD, 12 FEET NORTH OF THE CENTER OF THE ROAD, SET IN THE
 FQ0814'CONCRETE HEADWALL OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0786 ***********************************************************************
 FQ0786  DESIGNATION -  24 HLS
 FQ0786  PID         -  FQ0786
 FQ0786  STATE/COUNTY-  AZ/NAVAJO
 FQ0786  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0786
 FQ0786                         *CURRENT SURVEY CONTROL
 FQ0786  ___________________________________________________________________
 FQ0786* NAD 83(1986)-  35 09 44.     (N)    110 09 51.     (W)     SCALED    
 FQ0786* NAVD 88     -      1625.618  (meters)    5333.38   (feet)  ADJUSTED  
 FQ0786  ___________________________________________________________________
 FQ0786  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0786  DYNAMIC HT  -        1623.441 (meters)    5326.24  (feet)  COMP
 FQ0786  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 FQ0786
 FQ0786  VERT ORDER  -  THIRD
 FQ0786
 FQ0786.The horizontal coordinates were scaled from a topographic map and have
 FQ0786.an estimated accuracy of +/- 6 seconds.
 FQ0786
 FQ0786.The orthometric height was determined by differential leveling
 FQ0786.and adjusted by the National Geodetic Survey in June 1991..
 FQ0786
 FQ0786.The geoid height was determined by GEOID03.
 FQ0786
 FQ0786.The dynamic height is computed by dividing the NAVD 88
 FQ0786.geopotential number by the normal gravity value computed on the
 FQ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0786.degrees latitude (g = 980.6199 gals.).
 FQ0786
 FQ0786.The modeled gravity was interpolated from observed gravity values.
 FQ0786
 FQ0786;                    North         East    Units  Estimated Accuracy
 FQ0786;SPC AZ E     -   461,570.      213,590.      MT  (+/- 180 meters Scaled)
 FQ0786
 FQ0786                          SUPERSEDED SURVEY CONTROL
 FQ0786
 FQ0786.No superseded survey control is available for this station.
 FQ0786
 FQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD761913(NAD 83)
 FQ0786_MARKER: DB = BENCH MARK DISK
 FQ0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0786_SP_SET: COPPER-CLAD STEEL ROD
 FQ0786_STAMPING: 24 HLS 1970 5331
 FQ0786_MARK LOGO: USGS  
 FQ0786_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0786+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0786
 FQ0786  HISTORY     - Date     Condition        Report By
 FQ0786  HISTORY     - 1970     MONUMENTED       USGS
 FQ0786
 FQ0786                          STATION DESCRIPTION
 FQ0786
 FQ0786'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0786'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0786'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0786'HIGHWAY 77, THENCE 5.0 MILES WEST ALONG A ROAD TO A FENCE AND GATE,
 FQ0786'50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE
 FQ0786'AND WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0786'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1270 ***********************************************************************
 CY1270  DESIGNATION -  24 RS
 CY1270  PID         -  CY1270
 CY1270  STATE/COUNTY-  AZ/GRAHAM
 CY1270  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1270
 CY1270                         *CURRENT SURVEY CONTROL
 CY1270  ___________________________________________________________________
 CY1270* NAD 83(1986)-  32 36 52.     (N)    109 39 45.     (W)     SCALED    
 CY1270* NAVD 88     -      1152.42   (+/-2cm)    3780.9    (feet)  VERTCON   
 CY1270  ___________________________________________________________________
 CY1270  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY1270
 CY1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1270
 CY1270.The horizontal coordinates were scaled from a topographic map and have
 CY1270.an estimated accuracy of +/- 6 seconds.
 CY1270
 CY1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1270.The vertical order pertains to the NGVD 29 superseded value.
 CY1270
 CY1270.The geoid height was determined by GEOID03.
 CY1270
 CY1270;                    North         East    Units  Estimated Accuracy
 CY1270;SPC AZ E     -   179,110.      260,680.      MT  (+/- 180 meters Scaled)
 CY1270
 CY1270                          SUPERSEDED SURVEY CONTROL
 CY1270
 CY1270  NGVD 29 (??/??/92) 1151.71   (m)         3778.6    (f) COMPUTED    2 0
 CY1270
 CY1270.Superseded values are not recommended for survey control.
 CY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1270.See file dsdata.txt to determine how the superseded data were derived.
 CY1270
 CY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB254093(NAD 83)
 CY1270_MARKER: DB = BENCH MARK DISK
 CY1270_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1270_SP_SET: PREFAB CONC. POST IN EARTH
 CY1270_STAMPING: 24 RS 1941 3779
 CY1270_MARK LOGO: USGS  
 CY1270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1270+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1972
 CY1270
 CY1270  HISTORY     - Date     Condition        Report By
 CY1270  HISTORY     - 1941     MONUMENTED       USGS
 CY1270  HISTORY     - 19720309 GOOD             USGS
 CY1270
 CY1270                          STATION DESCRIPTION
 CY1270
 CY1270'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1270'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1270'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 1.8
 CY1270'MILES EAST ALONG A DIRT ROAD, AT THE JUNCTION OF A ROAD SOUTH, IN THE
 CY1270'CENTER OF A TRIANGLE FORMED BY THE ROADS, 29 FEET SOUTH AND ABOUT
 CY1270'LEVEL WITH THE MAIN ROAD, 3 FEET NORTH OF A WITNESS POST, IN A
 CY1270'CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0638 ***********************************************************************
 DA0638  DESIGNATION -  24 WF
 DA0638  PID         -  DA0638
 DA0638  STATE/COUNTY-  AZ/MARICOPA
 DA0638  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0638
 DA0638                         *CURRENT SURVEY CONTROL
 DA0638  ___________________________________________________________________
 DA0638* NAD 83(1986)-  32 51 49.     (N)    112 39 30.     (W)     SCALED    
 DA0638* NAVD 88     -       288.82   (+/-2cm)     947.6    (feet)  VERTCON   
 DA0638  ___________________________________________________________________
 DA0638  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0638
 DA0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0638
 DA0638.The horizontal coordinates were scaled from a topographic map and have
 DA0638.an estimated accuracy of +/- 6 seconds.
 DA0638
 DA0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0638.The vertical order pertains to the NGVD 29 superseded value.
 DA0638
 DA0638.The geoid height was determined by GEOID03.
 DA0638
 DA0638;                    North         East    Units  Estimated Accuracy
 DA0638;SPC AZ C     -   206,870.      143,950.      MT  (+/- 180 meters Scaled)
 DA0638
 DA0638                          SUPERSEDED SURVEY CONTROL
 DA0638
 DA0638  NGVD 29 (??/??/92)  288.202  (m)          945.54   (f) ADJ UNCH    2 0
 DA0638
 DA0638.Superseded values are not recommended for survey control.
 DA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0638.See file dsdata.txt to determine how the superseded data were derived.
 DA0638
 DA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB448373(NAD 83)
 DA0638_MARKER: DD = SURVEY DISK
 DA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0638_STAMPING: 946 24 W F 1948
 DA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0638+STABILITY: SURFACE MOTION
 DA0638
 DA0638  HISTORY     - Date     Condition        Report By
 DA0638  HISTORY     - 1948     MONUMENTED       USGS
 DA0638  HISTORY     - 1951     GOOD             NGS
 DA0638
 DA0638                          STATION DESCRIPTION
 DA0638
 DA0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0638'7.6 MI SE FROM GILA BEND.
 DA0638'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0638'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0638'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0638'SOUTH ALONG A TRACK ROAD, THENCE 3.6 MILES SOUTHEAST ALONG A TRACK
 DA0638'ROAD, AT A POINT WHERE THE ROAD FOLLOWS A SHALLOW WASH, ABOUT 121
 DA0638'YARDS NORTHWEST OF A POINT WHERE THE ROAD CROSSES A WASH, ON THE
 DA0638'OUTSIDE OF A CURVE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0638'1.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0638'POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT 1 1/2 FOOT HIGHER
 DA0638'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2377 ***********************************************************************
 DU2377  DESIGNATION -  240+32.30
 DU2377  PID         -  DU2377
 DU2377  STATE/COUNTY-  AZ/MARICOPA
 DU2377  USGS QUAD   -  MESA (1982)
 DU2377
 DU2377                         *CURRENT SURVEY CONTROL
 DU2377  ___________________________________________________________________
 DU2377* NAD 83(1986)-  33 22 33.     (N)    111 50 32.     (W)     SCALED    
 DU2377* NAVD 88     -       369.021  (meters)    1210.70   (feet)  ADJUSTED  
 DU2377  ___________________________________________________________________
 DU2377  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2377  DYNAMIC HT  -         368.584 (meters)    1209.26  (feet)  COMP
 DU2377  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DU2377
 DU2377  VERT ORDER  -  FIRST     CLASS II
 DU2377
 DU2377.The horizontal coordinates were scaled from a topographic map and have
 DU2377.an estimated accuracy of +/- 6 seconds.
 DU2377
 DU2377.The orthometric height was determined by differential leveling
 DU2377.and adjusted by the National Geodetic Survey in August 1994..
 DU2377
 DU2377.The geoid height was determined by GEOID03.
 DU2377
 DU2377.The dynamic height is computed by dividing the NAVD 88
 DU2377.geopotential number by the normal gravity value computed on the
 DU2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2377.degrees latitude (g = 980.6199 gals.).
 DU2377
 DU2377.The modeled gravity was interpolated from observed gravity values.
 DU2377
 DU2377;                    North         East    Units  Estimated Accuracy
 DU2377;SPC AZ C     -   263,430.      220,290.      MT  (+/- 180 meters Scaled)
 DU2377
 DU2377                          SUPERSEDED SURVEY CONTROL
 DU2377
 DU2377.No superseded survey control is available for this station.
 DU2377
 DU2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216932(NAD 83)
 DU2377_MARKER: DD = SURVEY DISK
 DU2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2377_SP_SET: CONCRETE POST
 DU2377_STAMPING: 240+32.30 AHD 1966 21+20.66BK
 DU2377_MARK LOGO: AZHD  
 DU2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2377+STABILITY: SURFACE MOTION
 DU2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2377+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 DU2377
 DU2377  HISTORY     - Date     Condition        Report By
 DU2377  HISTORY     - 1966     MONUMENTED       AZHD
 DU2377  HISTORY     - 19940426 GOOD             NGS
 DU2377  HISTORY     - 19940426 GOOD             NGS
 DU2377  HISTORY     - 19941026 GOOD             NGS
 DU2377  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2377
 DU2377                          STATION DESCRIPTION
 DU2377
 DU2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2377'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2377'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, 8.2 M (26.9 FT) EAST
 DU2377'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 DU2377'NORTH-NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 DU2377'POST, 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE
 DU2377'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (1994)
 DU2377
 DU2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RHK)
 DU2377'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2377'FROM THE JUNCTION OF U.S.  HIGHWAY 60 IN MESA, 8.2 M (26.9 FT) EAST OF
 DU2377'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 DU2377'NORTH-NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 DU2377'POST, 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE
 DU2377'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (1994)
 DU2377
 DU2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2377'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX ON THE
 DU2377'SOUTHWEST PART OF THE CITY OF MESA AND IN THE NORTHWEST CORNER OF THE
 DU2377'CITY OF GILBERT.  TO REACH THE STATION FROM THE INTERSECTION OF US
 DU2377'HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY 87 (COUNTRY CLUB
 DU2377'DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR 0.7 MILE (1.1 KM)
 DU2377'TO THE STATION ON THE LEFT.  NOTE--AT THIS POINT THE STATION IS ACROSS
 DU2377'THE MEDIAN STRIP FROM THE SOUTHBOUND LANES OF ARIZONA AVENUE,  26.9
 DU2377'FEET (8.2 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2377'HIGHWAY, 3.0 FEET (0.9 M) NORTH-NORTHWEST OF A UTILITY POLE, 1.6 FEET
 DU2377'(0.5 M) NORTH OF A WITNESS POST, 1.0 FOOT (0.3 M) EAST OF THE EAST
 DU2377'EDGE OF A SIDEWALK, AND MONUMENT PROJECTS 1.0 FOOT (0.3 M) ABOVE THE
 DU2377'GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (2005)
 DU2377
 DU2377'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2377'UTILITY POLE AND WITNESS POST NOT FOUND. THE DISTANCE 26.9 FEET EAST
 DU2377'OF THE CENTER OF THE THREE NORTHBOUND LANES WOULD PLACE THE MARK
 DU2377'TOWARD THE EDGE OF THE EASTERN NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0529 ***********************************************************************
 CZ0529  DESIGNATION -  240+34.0
 CZ0529  PID         -  CZ0529
 CZ0529  STATE/COUNTY-  AZ/PIMA
 CZ0529  USGS QUAD   -  JAYNES (1992)
 CZ0529
 CZ0529                         *CURRENT SURVEY CONTROL
 CZ0529  ___________________________________________________________________
 CZ0529* NAD 83(1986)-  32 22 23.     (N)    111 06 13.     (W)     SCALED    
 CZ0529* NAVD 88     -       649.126  (meters)    2129.67   (feet)  ADJUSTED  
 CZ0529  ___________________________________________________________________
 CZ0529  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0529  DYNAMIC HT  -         648.257 (meters)    2126.82  (feet)  COMP
 CZ0529  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CZ0529
 CZ0529  VERT ORDER  -  FIRST     CLASS II
 CZ0529
 CZ0529.The horizontal coordinates were scaled from a topographic map and have
 CZ0529.an estimated accuracy of +/- 6 seconds.
 CZ0529
 CZ0529.The orthometric height was determined by differential leveling
 CZ0529.and adjusted by the National Geodetic Survey in June 1991..
 CZ0529
 CZ0529.The geoid height was determined by GEOID03.
 CZ0529
 CZ0529.The dynamic height is computed by dividing the NAVD 88
 CZ0529.geopotential number by the normal gravity value computed on the
 CZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0529.degrees latitude (g = 980.6199 gals.).
 CZ0529
 CZ0529.The modeled gravity was interpolated from observed gravity values.
 CZ0529
 CZ0529;                    North         East    Units  Estimated Accuracy
 CZ0529;SPC AZ C     -   152,520.      289,870.      MT  (+/- 180 meters Scaled)
 CZ0529
 CZ0529                          SUPERSEDED SURVEY CONTROL
 CZ0529
 CZ0529  NGVD 29 (??/??/92)  648.464  (m)         2127.50   (f) ADJ UNCH    1 2
 CZ0529
 CZ0529.Superseded values are not recommended for survey control.
 CZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0529.See file dsdata.txt to determine how the superseded data were derived.
 CZ0529
 CZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA902817(NAD 83)
 CZ0529_MARKER: DD = SURVEY DISK
 CZ0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0529_SP_SET: BRIDGE
 CZ0529_STAMPING: 2127.94 240+34.0
 CZ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0529
 CZ0529  HISTORY     - Date     Condition        Report By
 CZ0529  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0529  HISTORY     - 1951     GOOD             NGS
 CZ0529  HISTORY     - 1960     GOOD             NGS
 CZ0529  HISTORY     - 1980     GOOD             NGS
 CZ0529
 CZ0529                          STATION DESCRIPTION
 CZ0529
 CZ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0529'1.5 MI NW FROM CORTARO.
 CZ0529'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0529'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0529'RAILROAD MILEAGE 970.72, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0529'NORTHEAST CURBING OF A SMALL CONCRETE HIGHWAY BRIDGE, 30.7 FEET WEST
 CZ0529'OF TELEGRAPH POLE 4, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0529'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY IN ELEVATION.
 CZ0529
 CZ0529                          STATION RECOVERY (1960)
 CZ0529
 CZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0529'RECOVERED IN GOOD CONDITION.
 CZ0529
 CZ0529                          STATION RECOVERY (1980)
 CZ0529
 CZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0529'21.1 KILOMETERS (13.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0529'RAILROAD FROM THE STATION AT TUCSON, 2.1 KILOMETERS (1.3 MILES)
 CZ0529'NORTHWEST OF THE CORTARO ROAD OVERPASS, AT RAILROAD MILEAGE 970.72,
 CZ0529'SET IN THE TOP OF THE NORTHEAST HEADWALL OF A SMALL BRIDGE IN THE
 CZ0529'FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0529'OF THE RAILROAD, 9.4 METERS (31 FEET) WEST OF TELEPHONE POLE 4 AND
 CZ0529'4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CZ0529'ROAD.
 CZ0529'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0475 ***********************************************************************
 DU0475  DESIGNATION -  2406
 DU0475  PID         -  DU0475
 DU0475  STATE/COUNTY-  AZ/PINAL
 DU0475  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0475
 DU0475                         *CURRENT SURVEY CONTROL
 DU0475  ___________________________________________________________________
 DU0475* NAD 83(1986)-  33 16 17.     (N)    111 11 03.     (W)     SCALED    
 DU0475* NAVD 88     -       733.76   (+/-2cm)    2407.3    (feet)  VERTCON   
 DU0475  ___________________________________________________________________
 DU0475  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0475
 DU0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0475
 DU0475.The horizontal coordinates were scaled from a topographic map and have
 DU0475.an estimated accuracy of +/- 6 seconds.
 DU0475
 DU0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0475.The vertical order pertains to the NGVD 29 superseded value.
 DU0475
 DU0475.The geoid height was determined by GEOID03.
 DU0475
 DU0475;                    North         East    Units  Estimated Accuracy
 DU0475;SPC AZ C     -   252,090.      281,600.      MT  (+/- 180 meters Scaled)
 DU0475
 DU0475                          SUPERSEDED SURVEY CONTROL
 DU0475
 DU0475  NGVD 29 (??/??/92)  733.135  (m)         2405.29   (f) ADJ UNCH    2 0
 DU0475
 DU0475.Superseded values are not recommended for survey control.
 DU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0475.See file dsdata.txt to determine how the superseded data were derived.
 DU0475
 DU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB828813(NAD 83)
 DU0475_MARKER: DD = SURVEY DISK
 DU0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0475_STAMPING: 2406 PHNX
 DU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0475
 DU0475  HISTORY     - Date     Condition        Report By
 DU0475  HISTORY     - UNK      MONUMENTED       USGS
 DU0475  HISTORY     - 1935     GOOD             NGS
 DU0475
 DU0475                          STATION DESCRIPTION
 DU0475
 DU0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0475'6 MI W FROM SUPERIOR.
 DU0475'6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0475'PINAL COUNTY, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD LEADING TO THE
 DU0475'OLD HIGHWAY.  0.2 MILE NORTHEAST OF THE OLD HIGHWAY, 250 FEET EAST OF
 DU0475'A GATE IN A STONE CORRAL, 210 FEET NORTH OF A WINDMILL, 100 FEET
 DU0475'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF THE
 DU0475'CORRAL CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DU0475'STAMPED 2406 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET
 DU0475'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0878 ***********************************************************************
 FS0878  DESIGNATION -  2406.46
 FS0878  PID         -  FS0878
 FS0878  STATE/COUNTY-  AZ/MOHAVE
 FS0878  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0878
 FS0878                         *CURRENT SURVEY CONTROL
 FS0878  ___________________________________________________________________
 FS0878* NAD 83(1986)-  35 44 04.     (N)    114 29 41.     (W)     SCALED    
 FS0878* NAVD 88     -       733.721  (meters)    2407.22   (feet)  POSTED    
 FS0878  ___________________________________________________________________
 FS0878  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0878  DYNAMIC HT  -         732.940 (meters)    2404.65  (feet)  COMP
 FS0878  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 FS0878
 FS0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0878
 FS0878.The horizontal coordinates were scaled from a topographic map and have
 FS0878.an estimated accuracy of +/- 6 seconds.
 FS0878
 FS0878.The orthometric height was determined by differential leveling
 FS0878.and adjusted by the National Geodetic Survey in 1992..
 FS0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0878.rate of 0.0 thru 1.0 mm/km.
 FS0878
 FS0878.The geoid height was determined by GEOID03.
 FS0878
 FS0878.The dynamic height is computed by dividing the NAVD 88
 FS0878.geopotential number by the normal gravity value computed on the
 FS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0878.degrees latitude (g = 980.6199 gals.).
 FS0878
 FS0878.The modeled gravity was interpolated from observed gravity values.
 FS0878
 FS0878;                    North         East    Units  Estimated Accuracy
 FS0878;SPC AZ W     -   525,320.      145,990.      MT  (+/- 180 meters Scaled)
 FS0878
 FS0878                          SUPERSEDED SURVEY CONTROL
 FS0878
 FS0878  NGVD 29 (??/??/92)  733.03   (m)         2404.9    (f) COMPUTED    1 1
 FS0878
 FS0878.Superseded values are not recommended for survey control.
 FS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0878.See file dsdata.txt to determine how the superseded data were derived.
 FS0878
 FS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV265573(NAD 83)
 FS0878_MARKER: DD = SURVEY DISK
 FS0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0878_SP_SET: CULVERT
 FS0878_STAMPING: 2406.46
 FS0878_MARK LOGO: BPR   
 FS0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0878
 FS0878  HISTORY     - Date     Condition        Report By
 FS0878  HISTORY     - UNK      MONUMENTED       BPR
 FS0878  HISTORY     - 1950     GOOD             NGS
 FS0878  HISTORY     - 1982     GOOD             NGS
 FS0878  HISTORY     - 19870223 GOOD             USPSQD
 FS0878
 FS0878                          STATION DESCRIPTION
 FS0878
 FS0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0878'25.9 MI SE FROM HOOVER DAM.
 FS0878'25.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0878'(ARIZONA) END OF HOOVER DAM, AT A 4- BY 6-FOOT TRIPLE CONCRETE
 FS0878'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0878'NORTHEAST HEAD WALL, 14.4 FEET NORTHEAST OF THE CENTER LINE OF
 FS0878'THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.  NOTE-- TO
 FS0878'REACH FROM THE POST OFFICE AT CHLORIDE PROCEED SOUTHWESTERLY
 FS0878'ON STATE HIGHWAY 62 FOR 3.6 MILES, TURN RIGHT (NW) ONTO U.S.
 FS0878'HIGHWAY 93 FOR 27.9 MILES.
 FS0878
 FS0878                          STATION RECOVERY (1982)
 FS0878
 FS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0878'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
 FS0878
 FS0878                          STATION RECOVERY (1987)
 FS0878
 FS0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0198 ***********************************************************************
 CZ0198  DESIGNATION -  242+47.5
 CZ0198  PID         -  CZ0198
 CZ0198  STATE/COUNTY-  AZ/PIMA
 CZ0198  USGS QUAD   -  TUCSON (1992)
 CZ0198
 CZ0198                         *CURRENT SURVEY CONTROL
 CZ0198  ___________________________________________________________________
 CZ0198* NAD 83(1986)-  32 08 18.     (N)    110 57 40.     (W)     SCALED    
 CZ0198* NAVD 88     -       769.76   (+/-2cm)    2525.5    (feet)  VERTCON   
 CZ0198  ___________________________________________________________________
 CZ0198  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0198
 CZ0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0198
 CZ0198.The horizontal coordinates were scaled from a topographic map and have
 CZ0198.an estimated accuracy of +/- 6 seconds.
 CZ0198
 CZ0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0198.The vertical order pertains to the NGVD 29 superseded value.
 CZ0198
 CZ0198.The geoid height was determined by GEOID03.
 CZ0198
 CZ0198;                    North         East    Units  Estimated Accuracy
 CZ0198;SPC AZ C     -   126,610.      303,510.      MT  (+/- 180 meters Scaled)
 CZ0198
 CZ0198                          SUPERSEDED SURVEY CONTROL
 CZ0198
 CZ0198  NGVD 29 (??/??/92)  769.12   (m)         2523.4    (f) COMPUTED    2 0
 CZ0198
 CZ0198.Superseded values are not recommended for survey control.
 CZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0198.See file dsdata.txt to determine how the superseded data were derived.
 CZ0198
 CZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036557(NAD 83)
 CZ0198_MARKER: DD = SURVEY DISK
 CZ0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0198_SP_SET: CULVERT
 CZ0198_STAMPING: 2523.87 242+47.5 41
 CZ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0198
 CZ0198  HISTORY     - Date     Condition        Report By
 CZ0198  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0198  HISTORY     - 1945     GOOD             NGS
 CZ0198  HISTORY     - 1953     MARK NOT FOUND   NGS
 CZ0198
 CZ0198                          STATION DESCRIPTION
 CZ0198
 CZ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ0198'5.8 MI S FROM TUSCON.
 CZ0198'5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0198'STATION AT TUSCON, 0.2 MILE SOUTH OF MILEPOST NO. 990, SET IN THE
 CZ0198'CENTER OF THE EAST HEADWALL OF HIGHWAY CULVERT, ABOUT 150 FEET WEST OF
 CZ0198'RAILROAD, 19.6 FEET EAST OF CENTER-LINE OF HIGHWAY.  BRONZE DISK.
 CZ0198
 CZ0198                          STATION RECOVERY (1953)
 CZ0198
 CZ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CZ0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0383 ***********************************************************************
 DU0383  DESIGNATION -  2457
 DU0383  PID         -  DU0383
 DU0383  STATE/COUNTY-  AZ/GILA
 DU0383  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0383
 DU0383                         *CURRENT SURVEY CONTROL
 DU0383  ___________________________________________________________________
 DU0383* NAD 83(1986)-  33 56 17.     (N)    111 18 56.     (W)     SCALED    
 DU0383* NAVD 88     -       749.621  (meters)    2459.38   (feet)  ADJUSTED  
 DU0383  ___________________________________________________________________
 DU0383  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU0383  DYNAMIC HT  -         748.668 (meters)    2456.25  (feet)  COMP
 DU0383  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 DU0383
 DU0383  VERT ORDER  -  FIRST     CLASS II
 DU0383
 DU0383.The horizontal coordinates were scaled from a topographic map and have
 DU0383.an estimated accuracy of +/- 6 seconds.
 DU0383
 DU0383.The orthometric height was determined by differential leveling
 DU0383.and adjusted by the National Geodetic Survey in June 1991..
 DU0383
 DU0383.The geoid height was determined by GEOID03.
 DU0383
 DU0383.The dynamic height is computed by dividing the NAVD 88
 DU0383.geopotential number by the normal gravity value computed on the
 DU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0383.degrees latitude (g = 980.6199 gals.).
 DU0383
 DU0383.The modeled gravity was interpolated from observed gravity values.
 DU0383
 DU0383;                    North         East    Units  Estimated Accuracy
 DU0383;SPC AZ E     -   326,380.      107,150.      MT  (+/- 180 meters Scaled)
 DU0383
 DU0383                          SUPERSEDED SURVEY CONTROL
 DU0383
 DU0383  NGVD 29 (??/??/92)  749.008  (m)         2457.37   (f) ADJ UNCH    1 2
 DU0383
 DU0383.Superseded values are not recommended for survey control.
 DU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0383.See file dsdata.txt to determine how the superseded data were derived.
 DU0383
 DU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708553(NAD 83)
 DU0383_MARKER: Z = SEE DESCRIPTION
 DU0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0383_SP_SET: TREE
 DU0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0383
 DU0383  HISTORY     - Date     Condition        Report By
 DU0383  HISTORY     - UNK      MONUMENTED       USGS
 DU0383  HISTORY     - 1934     GOOD             NGS
 DU0383
 DU0383                          STATION DESCRIPTION
 DU0383
 DU0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0383'5.3 MI N FROM TONTO BASIN.
 DU0383'5.3 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0383'GILA COUNTY, AT THE FOOT OF THE SOUTH BANK OF SLATE CREEK, AT THE BASE
 DU0383'OF A GRADE, AT A TURN LEADING INTO A CONCRETE DIP, AT A Y-ROAD
 DU0383'JUNCTION, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT
 DU0383'OF A 6-INCH MESQUITE TREE, AND 6 INCHES ABOVE THE GROUND.  A UNITED
 DU0383'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0521 ***********************************************************************
 FS0521  DESIGNATION -  2460.33
 FS0521  PID         -  FS0521
 FS0521  STATE/COUNTY-  AZ/MOHAVE
 FS0521  USGS QUAD   -  KINGMAN SW (1983)
 FS0521
 FS0521                         *CURRENT SURVEY CONTROL
 FS0521  ___________________________________________________________________
 FS0521* NAD 83(1986)-  35 02 20.     (N)    114 07 44.     (W)     SCALED    
 FS0521* NAVD 88     -       750.638  (meters)    2462.72   (feet)  POSTED    
 FS0521  ___________________________________________________________________
 FS0521  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FS0521  DYNAMIC HT  -         749.780 (meters)    2459.90  (feet)  COMP
 FS0521  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 FS0521
 FS0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0521
 FS0521.The horizontal coordinates were scaled from a topographic map and have
 FS0521.an estimated accuracy of +/- 6 seconds.
 FS0521
 FS0521.The orthometric height was determined by differential leveling
 FS0521.and adjusted by the National Geodetic Survey in 1992..
 FS0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0521.rate of 0.0 thru 1.0 mm/km.
 FS0521
 FS0521.The geoid height was determined by GEOID03.
 FS0521
 FS0521.The dynamic height is computed by dividing the NAVD 88
 FS0521.geopotential number by the normal gravity value computed on the
 FS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0521.degrees latitude (g = 980.6199 gals.).
 FS0521
 FS0521.The modeled gravity was interpolated from observed gravity values.
 FS0521
 FS0521;                    North         East    Units  Estimated Accuracy
 FS0521;SPC AZ W     -   447,970.      178,790.      MT  (+/- 180 meters Scaled)
 FS0521
 FS0521                          SUPERSEDED SURVEY CONTROL
 FS0521
 FS0521  NGVD 29 (??/??/92)  749.887  (m)         2460.25   (f) ADJ UNCH    2 0
 FS0521
 FS0521.Superseded values are not recommended for survey control.
 FS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0521.See file dsdata.txt to determine how the superseded data were derived.
 FS0521
 FS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU619811(NAD 83)
 FS0521_MARKER: DD = SURVEY DISK
 FS0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0521_SP_SET: CULVERT
 FS0521_STAMPING: 2460.33 1972X64 1950
 FS0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0521
 FS0521  HISTORY     - Date     Condition        Report By
 FS0521  HISTORY     - 1950     MONUMENTED       AZHD
 FS0521  HISTORY     - 1961     GOOD             NGS
 FS0521  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0521
 FS0521                          STATION DESCRIPTION
 FS0521
 FS0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0521'12.3 MI SSW FROM KINGMAN.
 FS0521'ABOUT 12.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0521'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0521'SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF
 FS0521'A 16 FOOT CONCRETE BOX CULVERT, 24 FEET EAST OF THE CENTER LINE
 FS0521'OF U.S. HIGHWAY 66 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 FS0521'HIGHWAY.
 FS0521
 FS0521                          STATION RECOVERY (1981)
 FS0521
 FS0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0521'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0048 ***********************************************************************
 CZ0048  DESIGNATION -  2481
 CZ0048  PID         -  CZ0048
 CZ0048  STATE/COUNTY-  AZ/PIMA
 CZ0048  USGS QUAD   -  TUCSON (1992)
 CZ0048
 CZ0048                         *CURRENT SURVEY CONTROL
 CZ0048  ___________________________________________________________________
 CZ0048* NAD 83(1986)-  32 11 54.     (N)    110 55 44.     (W)     SCALED    
 CZ0048* NAVD 88     -       760.640  (meters)    2495.53   (feet)  ADJUSTED  
 CZ0048  ___________________________________________________________________
 CZ0048  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ0048  DYNAMIC HT  -         759.587 (meters)    2492.08  (feet)  COMP
 CZ0048  MODELED GRAV-     979,229.4   (mgal)                       NAVD 88
 CZ0048
 CZ0048  VERT ORDER  -  FIRST     CLASS II
 CZ0048
 CZ0048.The horizontal coordinates were scaled from a topographic map and have
 CZ0048.an estimated accuracy of +/- 6 seconds.
 CZ0048
 CZ0048.The orthometric height was determined by differential leveling
 CZ0048.and adjusted by the National Geodetic Survey in June 1991..
 CZ0048
 CZ0048.The geoid height was determined by GEOID03.
 CZ0048
 CZ0048.The dynamic height is computed by dividing the NAVD 88
 CZ0048.geopotential number by the normal gravity value computed on the
 CZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0048.degrees latitude (g = 980.6199 gals.).
 CZ0048
 CZ0048.The modeled gravity was interpolated from observed gravity values.
 CZ0048
 CZ0048;                    North         East    Units  Estimated Accuracy
 CZ0048;SPC AZ C     -   133,290.      306,490.      MT  (+/- 180 meters Scaled)
 CZ0048
 CZ0048                          SUPERSEDED SURVEY CONTROL
 CZ0048
 CZ0048  NGVD 29 (??/??/92)  759.973  (m)         2493.34   (f) ADJ UNCH    1 2
 CZ0048
 CZ0048.Superseded values are not recommended for survey control.
 CZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0048.See file dsdata.txt to determine how the superseded data were derived.
 CZ0048
 CZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067624(NAD 83)
 CZ0048_MARKER: P = PIPE CAP
 CZ0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0048_STAMPING: 2481 NOGLS 226
 CZ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0048
 CZ0048  HISTORY     - Date     Condition        Report By
 CZ0048  HISTORY     - UNK      MONUMENTED       USGS
 CZ0048  HISTORY     - 1951     GOOD             NGS
 CZ0048  HISTORY     - 1979     GOOD             NGS
 CZ0048
 CZ0048                          STATION DESCRIPTION
 CZ0048
 CZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0048'2.8 MI SE FROM TUCSON.
 CZ0048'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0048'RAILROAD STATION AT TUCSON, 0.3 MILE NORTHWEST OF MILEPOLE 987, AT THE
 CZ0048'P. F. E. R. R. YARD, ABOUT 75 YARDS SOUTHWEST AND ACROSS THE TRACKS
 CZ0048'FROM THE CENTERLINE OF AVIATION ROAD, 81.2 FEET WEST OF P. F. E. YARD
 CZ0048'SIGN, 79.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 CZ0048'22.5 FEET NORTHWEST OF TELEGARPH POLE 9, 1.4 FEET SOUTHEAST OF WITNESS
 CZ0048'POST, A STANDARD U. S. G. S. BRONZE CAP RIVETED ON TOP OF A 3 1/2 IRON
 CZ0048'PIPE PROJECTING 0.7 FOOT ABOVE GROUND.
 CZ0048
 CZ0048                          STATION RECOVERY (1979)
 CZ0048
 CZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0048'3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0048'STATION AT TUCSON.  MARK IS A USGS PIPE MARK PROJECTING 0.5 FEET AND
 CZ0048'SET IN LINE WITH THE TELEGRAPH POLES BETWEEN THE FOURTH AND FIFTH
 CZ0048'SETS OF TRACKS SOUTHWEST OF AVIATION HIGHWAY, 0.1 MILE SOUTHWEST
 CZ0048'AND ACROSS THE ROAD AND TRACKS FROM 2911 AVIATION HIGHWAY, 7.5 FEET
 CZ0048'SOUTHEAST OF A 4-INCH IRON PIPE SUPPORTING RAILROAD SIREN 61 AND
 CZ0048'2.0 FEET NORTHWEST OF THE THIRD TELEGRAPH POLE SOUTHEAST OF RAILROAD
 CZ0048'SIGNAL 986.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0791 ***********************************************************************
 DV0791  DESIGNATION -  248+31.7
 DV0791  PID         -  DV0791
 DV0791  STATE/COUNTY-  AZ/MARICOPA
 DV0791  USGS QUAD   -  ARLINGTON (1984)
 DV0791
 DV0791                         *CURRENT SURVEY CONTROL
 DV0791  ___________________________________________________________________
 DV0791* NAD 83(1986)-  33 16 52.     (N)    112 47 55.     (W)     SCALED    
 DV0791* NAVD 88     -       239.82   (+/-2cm)     786.8    (feet)  VERTCON   
 DV0791  ___________________________________________________________________
 DV0791  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV0791
 DV0791  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0791
 DV0791.The horizontal coordinates were scaled from a topographic map and have
 DV0791.an estimated accuracy of +/- 6 seconds.
 DV0791
 DV0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0791.The vertical order pertains to the NGVD 29 superseded value.
 DV0791
 DV0791.The geoid height was determined by GEOID03.
 DV0791
 DV0791;                    North         East    Units  Estimated Accuracy
 DV0791;SPC AZ C     -   253,270.      131,210.      MT  (+/- 180 meters Scaled)
 DV0791
 DV0791                          SUPERSEDED SURVEY CONTROL
 DV0791
 DV0791  NGVD 29 (??/??/92)  239.187  (m)          784.73   (f) ADJ UNCH    1 2
 DV0791
 DV0791.Superseded values are not recommended for survey control.
 DV0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0791.See file dsdata.txt to determine how the superseded data were derived.
 DV0791
 DV0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB325838(NAD 83)
 DV0791_MARKER: DD = SURVEY DISK
 DV0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0791_SP_SET: CULVERT
 DV0791_STAMPING: 248+31.7 748.93 34
 DV0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0791
 DV0791  HISTORY     - Date     Condition        Report By
 DV0791  HISTORY     - UNK      MONUMENTED       AZHD
 DV0791  HISTORY     - 1967     GOOD             NGS
 DV0791  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0791
 DV0791                          STATION DESCRIPTION
 DV0791
 DV0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0791'3.85 MI SW FROM ARLINGTON.
 DV0791'3.85 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0791'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION 6,
 DV0791'T 2 S, R 5 W, 0.2 MILE NORTH OF A JUNCTION OF THE HIGHWAY AND A PAVED
 DV0791'ROAD LEADING EAST, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 DV0791'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A CONCRETE
 DV0791'CULVERT, ABOUT 100 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM A DEEP
 DV0791'WATER WELL, 204 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 DV0791'DRIVEWAY LEADING EAST, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 DV0791'HIGHWAY.
 DV0791
 DV0791                          STATION RECOVERY (1981)
 DV0791
 DV0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0791'THE HEADWALL HAS BEEN BUILT UP WITH NEW CONCRETE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0491 ***********************************************************************
 CZ0491  DESIGNATION -  248+37.9
 CZ0491  PID         -  CZ0491
 CZ0491  STATE/COUNTY-  AZ/PIMA
 CZ0491  USGS QUAD   -  MARANA (1992)
 CZ0491
 CZ0491                         *CURRENT SURVEY CONTROL
 CZ0491  ___________________________________________________________________
 CZ0491* NAD 83(1986)-  32 27 16.     (N)    111 12 16.     (W)     SCALED    
 CZ0491* NAVD 88     -       609.489  (meters)    1999.63   (feet)  ADJUSTED  
 CZ0491  ___________________________________________________________________
 CZ0491  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0491  DYNAMIC HT  -         608.686 (meters)    1997.00  (feet)  COMP
 CZ0491  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CZ0491
 CZ0491  VERT ORDER  -  FIRST     CLASS II
 CZ0491
 CZ0491.The horizontal coordinates were scaled from a topographic map and have
 CZ0491.an estimated accuracy of +/- 6 seconds.
 CZ0491
 CZ0491.The orthometric height was determined by differential leveling
 CZ0491.and adjusted by the National Geodetic Survey in June 1991..
 CZ0491
 CZ0491.The geoid height was determined by GEOID03.
 CZ0491
 CZ0491.The dynamic height is computed by dividing the NAVD 88
 CZ0491.geopotential number by the normal gravity value computed on the
 CZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0491.degrees latitude (g = 980.6199 gals.).
 CZ0491
 CZ0491.The modeled gravity was interpolated from observed gravity values.
 CZ0491
 CZ0491;                    North         East    Units  Estimated Accuracy
 CZ0491;SPC AZ C     -   161,480.      280,320.      MT  (+/- 180 meters Scaled)
 CZ0491
 CZ0491                          SUPERSEDED SURVEY CONTROL
 CZ0491
 CZ0491  NGVD 29 (??/??/92)  608.916  (m)         1997.75   (f) ADJ UNCH    1 2
 CZ0491
 CZ0491.Superseded values are not recommended for survey control.
 CZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0491.See file dsdata.txt to determine how the superseded data were derived.
 CZ0491
 CZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807908(NAD 83)
 CZ0491_MARKER: DD = SURVEY DISK
 CZ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0491_SP_SET: CURB
 CZ0491_STAMPING: 1998.05 248+37.9 1931
 CZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0491+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0491
 CZ0491  HISTORY     - Date     Condition        Report By
 CZ0491  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0491  HISTORY     - 1951     GOOD             NGS
 CZ0491  HISTORY     - 1960     GOOD             NGS
 CZ0491  HISTORY     - 1980     GOOD             NGS
 CZ0491  HISTORY     - 19960204 GOOD             USPSQD
 CZ0491  HISTORY     - 20041216 GOOD             NGS
 CZ0491
 CZ0491                          STATION DESCRIPTION
 CZ0491
 CZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0491'0.4 MI SE FROM MARANA.
 CZ0491'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0491'RAILROAD FROM THE POST OFFICE AT MARANA, AT THE SOUTHEAST CORNER OF
 CZ0491'THE MARANA SCHOOL YARD, AT A CONCRETE HIGHWAY BRIDGE, IN THE TOP OF
 CZ0491'THE CENTER OF THE NORTHEAST CONCRETE CURBING, 16 FEET NORTHEAST OF THE
 CZ0491'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF AND ABOUT 1 FOOT
 CZ0491'HIGHER THAN THE HIGHWAY.
 CZ0491
 CZ0491                          STATION RECOVERY (1960)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0491'RECOVERED IN GOOD CONDITION.
 CZ0491
 CZ0491                          STATION RECOVERY (1980)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0491'34.4 KILOMETERS (21.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0491'RAILROAD FROM THE STATION AT TUCSON,
 CZ0491'AT A 5-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE
 CZ0491'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL, 34.5 METERS (113
 CZ0491'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 8.6 METERS (28.2 FEET)
 CZ0491'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0 METERS
 CZ0491'(16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0491'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0491
 CZ0491                          STATION RECOVERY (1996)
 CZ0491
 CZ0491'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0491'RECOVERED IN GOOD CONDITION.
 CZ0491
 CZ0491                          STATION RECOVERY (2004)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0491'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0491'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1609 ***********************************************************************
 DV1609  DESIGNATION -  25 A
 DV1609  PID         -  DV1609
 DV1609  STATE/COUNTY-  AZ/LA PAZ
 DV1609  USGS QUAD   -  HOPE SE (1990)
 DV1609
 DV1609                         *CURRENT SURVEY CONTROL
 DV1609  ___________________________________________________________________
 DV1609* NAD 83(1986)-  33 36 12.     (N)    113 35 06.     (W)     SCALED    
 DV1609* NAVD 88     -       423.91   (+/-2cm)    1390.8    (feet)  VERTCON   
 DV1609  ___________________________________________________________________
 DV1609  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1609
 DV1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1609
 DV1609.The horizontal coordinates were scaled from a topographic map and have
 DV1609.an estimated accuracy of +/- 6 seconds.
 DV1609
 DV1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1609.The vertical order pertains to the NGVD 29 superseded value.
 DV1609
 DV1609.The geoid height was determined by GEOID03.
 DV1609
 DV1609;                    North         East    Units  Estimated Accuracy
 DV1609;SPC AZ W     -   288,680.      228,670.      MT  (+/- 180 meters Scaled)
 DV1609
 DV1609                          SUPERSEDED SURVEY CONTROL
 DV1609
 DV1609  NGVD 29 (??/??/92)  423.226  (m)         1388.53   (f) ADJ UNCH    2 0
 DV1609
 DV1609.Superseded values are not recommended for survey control.
 DV1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1609.See file dsdata.txt to determine how the superseded data were derived.
 DV1609
 DV1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC601211(NAD 83)
 DV1609_MARKER: DD = SURVEY DISK
 DV1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1609_STAMPING: 25 A 1962
 DV1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1609+STABILITY: SURFACE MOTION
 DV1609
 DV1609  HISTORY     - Date     Condition        Report By
 DV1609  HISTORY     - 1962     MONUMENTED       AZHD
 DV1609  HISTORY     - 19870204 GOOD             USGS
 DV1609
 DV1609                          STATION DESCRIPTION
 DV1609
 DV1609'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1609'16.3 MI SE FROM SALOME.
 DV1609'0.5 MILE EAST-SOUTHEAST OF V 396 25, AN ARIZONA HIGHWAY DEPARTMENT
 DV1609'DISK STAMPED 25 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1609'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1609'HIGHWAY 10, 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1609
 DV1609                          STATION RECOVERY (1987)
 DV1609
 DV1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0815 ***********************************************************************
 FQ0815  DESIGNATION -  25 BKC
 FQ0815  PID         -  FQ0815
 FQ0815  STATE/COUNTY-  AZ/COCONINO
 FQ0815  USGS QUAD   -  WUPATKI SW (1969)
 FQ0815
 FQ0815                         *CURRENT SURVEY CONTROL
 FQ0815  ___________________________________________________________________
 FQ0815* NAD 83(1986)-  35 32 53.     (N)    111 23 29.     (W)     SCALED    
 FQ0815* NAVD 88     -      1522.763  (meters)    4995.93   (feet)  POSTED    
 FQ0815  ___________________________________________________________________
 FQ0815  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0815  DYNAMIC HT  -        1520.810 (meters)    4989.52  (feet)  COMP
 FQ0815  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 FQ0815
 FQ0815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0815
 FQ0815.The horizontal coordinates were scaled from a topographic map and have
 FQ0815.an estimated accuracy of +/- 6 seconds.
 FQ0815
 FQ0815.The orthometric height was determined by differential leveling
 FQ0815.and adjusted by the National Geodetic Survey in 1992..
 FQ0815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0815.rate of 0.0 thru 1.0 mm/km.
 FQ0815
 FQ0815.The geoid height was determined by GEOID03.
 FQ0815
 FQ0815.The dynamic height is computed by dividing the NAVD 88
 FQ0815.geopotential number by the normal gravity value computed on the
 FQ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0815.degrees latitude (g = 980.6199 gals.).
 FQ0815
 FQ0815.The modeled gravity was interpolated from observed gravity values.
 FQ0815
 FQ0815;                    North         East    Units  Estimated Accuracy
 FQ0815;SPC AZ C     -   504,500.      260,990.      MT  (+/- 180 meters Scaled)
 FQ0815
 FQ0815                          SUPERSEDED SURVEY CONTROL
 FQ0815
 FQ0815.No superseded survey control is available for this station.
 FQ0815
 FQ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE645338(NAD 83)
 FQ0815_MARKER: DB = BENCH MARK DISK
 FQ0815_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0815_SP_SET: ROCK OUTCROP
 FQ0815_STAMPING: 25 BKC 1968 4993
 FQ0815_MARK LOGO: USGS  
 FQ0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0815+STABILITY: POSITION/ELEVATION WELL
 FQ0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0815+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0815
 FQ0815  HISTORY     - Date     Condition        Report By
 FQ0815  HISTORY     - 1968     MONUMENTED       USGS
 FQ0815
 FQ0815                          STATION DESCRIPTION
 FQ0815
 FQ0815'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0815'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0815'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0815'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0815'NATIONAL MONUMENT, THENCE 10.8 MILES EAST ALONG THE MONUMENT ROAD,
 FQ0815'2.8 MILES NORTHWEST OF THE WUPATKI NATIONAL MONUMENT VISITORS CENTER,
 FQ0815'43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 FQ0815'WITNESS POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0787 ***********************************************************************
 FQ0787  DESIGNATION -  25 HLS
 FQ0787  PID         -  FQ0787
 FQ0787  STATE/COUNTY-  AZ/NAVAJO
 FQ0787  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0787
 FQ0787                         *CURRENT SURVEY CONTROL
 FQ0787  ___________________________________________________________________
 FQ0787* NAD 83(1986)-  35 09 41.     (N)    110 08 58.     (W)     SCALED    
 FQ0787* NAVD 88     -      1661.928  (meters)    5452.51   (feet)  ADJUSTED  
 FQ0787  ___________________________________________________________________
 FQ0787  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0787  DYNAMIC HT  -        1659.702 (meters)    5445.21  (feet)  COMP
 FQ0787  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 FQ0787
 FQ0787  VERT ORDER  -  THIRD
 FQ0787
 FQ0787.The horizontal coordinates were scaled from a topographic map and have
 FQ0787.an estimated accuracy of +/- 6 seconds.
 FQ0787
 FQ0787.The orthometric height was determined by differential leveling
 FQ0787.and adjusted by the National Geodetic Survey in June 1991..
 FQ0787
 FQ0787.The geoid height was determined by GEOID03.
 FQ0787
 FQ0787.The dynamic height is computed by dividing the NAVD 88
 FQ0787.geopotential number by the normal gravity value computed on the
 FQ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0787.degrees latitude (g = 980.6199 gals.).
 FQ0787
 FQ0787.The modeled gravity was interpolated from observed gravity values.
 FQ0787
 FQ0787;                    North         East    Units  Estimated Accuracy
 FQ0787;SPC AZ E     -   461,480.      214,930.      MT  (+/- 180 meters Scaled)
 FQ0787
 FQ0787                          SUPERSEDED SURVEY CONTROL
 FQ0787
 FQ0787.No superseded survey control is available for this station.
 FQ0787
 FQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD774912(NAD 83)
 FQ0787_MARKER: DB = BENCH MARK DISK
 FQ0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0787_SP_SET: COPPER-CLAD STEEL ROD
 FQ0787_STAMPING: 25 HLS 1970 5450
 FQ0787_MARK LOGO: USGS  
 FQ0787_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0787+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0787
 FQ0787  HISTORY     - Date     Condition        Report By
 FQ0787  HISTORY     - 1970     MONUMENTED       USGS
 FQ0787
 FQ0787                          STATION DESCRIPTION
 FQ0787
 FQ0787'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0787'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0787'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0787'HIGHWAY 77, THENCE 4.0 MILES WEST ALONG A ROAD, 42 FEET SOUTH OF THE
 FQ0787'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0787'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0373 ***********************************************************************
 FS0373  DESIGNATION -  25 L
 FS0373  PID         -  FS0373
 FS0373  STATE/COUNTY-  AZ/MOHAVE
 FS0373  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0373
 FS0373                         *CURRENT SURVEY CONTROL
 FS0373  ___________________________________________________________________
 FS0373* NAD 83(1986)-  35 37 01.     (N)    114 15 32.     (W)     SCALED    
 FS0373* NAVD 88     -      1083.615  (meters)    3555.16   (feet)  POSTED    
 FS0373  ___________________________________________________________________
 FS0373  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FS0373  DYNAMIC HT  -        1082.370 (meters)    3551.08  (feet)  COMP
 FS0373  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 FS0373
 FS0373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0373
 FS0373.The horizontal coordinates were scaled from a topographic map and have
 FS0373.an estimated accuracy of +/- 6 seconds.
 FS0373
 FS0373.The orthometric height was determined by differential leveling
 FS0373.and adjusted by the National Geodetic Survey in 1992..
 FS0373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0373.rate of 0.0 thru 1.0 mm/km.
 FS0373
 FS0373.The geoid height was determined by GEOID03.
 FS0373
 FS0373.The dynamic height is computed by dividing the NAVD 88
 FS0373.geopotential number by the normal gravity value computed on the
 FS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0373.degrees latitude (g = 980.6199 gals.).
 FS0373
 FS0373.The modeled gravity was interpolated from observed gravity values.
 FS0373
 FS0373;                    North         East    Units  Estimated Accuracy
 FS0373;SPC AZ W     -   512,150.      167,260.      MT  (+/- 180 meters Scaled)
 FS0373
 FS0373                          SUPERSEDED SURVEY CONTROL
 FS0373
 FS0373  NGVD 29 (??/??/92) 1082.830  (m)         3552.58   (f) ADJ UNCH    1 1
 FS0373
 FS0373.Superseded values are not recommended for survey control.
 FS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0373.See file dsdata.txt to determine how the superseded data were derived.
 FS0373
 FS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV482449(NAD 83)
 FS0373_MARKER: DB = BENCH MARK DISK
 FS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0373_STAMPING: 25 L 1938
 FS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0373+STABILITY: SURFACE MOTION
 FS0373
 FS0373  HISTORY     - Date     Condition        Report By
 FS0373  HISTORY     - 1938     MONUMENTED       USGS
 FS0373  HISTORY     - 1950     GOOD             NGS
 FS0373  HISTORY     - 19870116 MARK NOT FOUND   USPSQD
 FS0373  HISTORY     - 20050424 MARK NOT FOUND   INDIV
 FS0373
 FS0373                          STATION DESCRIPTION
 FS0373
 FS0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0373'19.3 MI N FROM GRASSHOPPER JUNCTION.
 FS0373'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0373'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 8.3 MILES
 FS0373'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.2 MILE
 FS0373'SOUTHWEST OF THE JUNCTION OF THE NEW ROAD, ON THE TOP OF A GRADE,
 FS0373'ON THE OUTSIDE OF A CURVE, ABOUT 115 YARDS EAST OF THE CENTER
 FS0373'LINE OF THE NEW ROAD, ABOUT 100 YARDS NORTH OF A CURVE, 42 FEET
 FS0373'EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS
 FS0373'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 FS0373'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0373
 FS0373                          STATION RECOVERY (1987)
 FS0373
 FS0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0373'MARK NOT FOUND.
 FS0373
 FS0373                          STATION RECOVERY (2005)
 FS0373
 FS0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0373'STOOD ON WAAS GPS POSITION 35 37 01 N   114 15 32 W.  A SEARCH OF THE
 FS0373'IMMEDIATE AREA DID NOT FIND ANY TRACE OF THE MARK OR THE WITNESS POST.
 FS0373'A WIRE FENCE ENCLOSING CLEARED PROPERTY WAS IMMEDIATELY TO THE WEST.
 FS0373'MARK IS PROBABLY LOST.
 FS0373' 
 FS0373'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0373'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0373'IS 8.3 MILES NE ALONG PIERCE FERRY RD.  THE REMAINS OF  STRUCTURES AND
 FS0373'A FENCE ARE ALONG PIERCE FERRY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1272 ***********************************************************************
 CY1272  DESIGNATION -  25 RS
 CY1272  PID         -  CY1272
 CY1272  STATE/COUNTY-  AZ/GRAHAM
 CY1272  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1272
 CY1272                         *CURRENT SURVEY CONTROL
 CY1272  ___________________________________________________________________
 CY1272* NAD 83(1986)-  32 36 00.     (N)    109 41 10.     (W)     SCALED    
 CY1272* NAVD 88     -      1197.59   (+/-2cm)    3929.1    (feet)  VERTCON   
 CY1272  ___________________________________________________________________
 CY1272  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY1272
 CY1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1272
 CY1272.The horizontal coordinates were scaled from a topographic map and have
 CY1272.an estimated accuracy of +/- 6 seconds.
 CY1272
 CY1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1272.The vertical order pertains to the NGVD 29 superseded value.
 CY1272
 CY1272.The geoid height was determined by GEOID03.
 CY1272
 CY1272;                    North         East    Units  Estimated Accuracy
 CY1272;SPC AZ E     -   177,500.      258,470.      MT  (+/- 180 meters Scaled)
 CY1272
 CY1272                          SUPERSEDED SURVEY CONTROL
 CY1272
 CY1272  NGVD 29 (??/??/92) 1196.87   (m)         3926.7    (f) COMPUTED    2 0
 CY1272
 CY1272.Superseded values are not recommended for survey control.
 CY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1272.See file dsdata.txt to determine how the superseded data were derived.
 CY1272
 CY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB232077(NAD 83)
 CY1272_MARKER: DB = BENCH MARK DISK
 CY1272_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1272_SP_SET: PREFAB CONC. POST IN EARTH
 CY1272_STAMPING: 25 RS 1941 3927
 CY1272_MARK LOGO: USGS  
 CY1272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1272+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1972
 CY1272
 CY1272  HISTORY     - Date     Condition        Report By
 CY1272  HISTORY     - 1941     MONUMENTED       USGS
 CY1272  HISTORY     - 19720313 GOOD             USGS
 CY1272
 CY1272                          STATION DESCRIPTION
 CY1272
 CY1272'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1272'FROM SAFFORD, ARIZONA, PROCEED 16.5 MILES SOUTH ALONG U S HIGHWAY 666,
 CY1272'915 FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 266, 100 FEET WEST
 CY1272'AND ABOUT LEVEL WITH THE ROAD, 1 FOOT EAST OF A RIGHT-OF-WAY FENCE, 3
 CY1272'FEET SOUTH OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0185 ***********************************************************************
 ET0185  DESIGNATION -  2509
 ET0185  PID         -  ET0185
 ET0185  STATE/COUNTY-  AZ/YAVAPAI
 ET0185  USGS QUAD   -  BUMBLE BEE (1969)
 ET0185
 ET0185                         *CURRENT SURVEY CONTROL
 ET0185  ___________________________________________________________________
 ET0185* NAD 83(1986)-  34 11 34.     (N)    112 09 29.     (W)     SCALED    
 ET0185* NAVD 88     -       769.81   (+/-2cm)    2525.6    (feet)  VERTCON   
 ET0185  ___________________________________________________________________
 ET0185  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 ET0185
 ET0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0185
 ET0185.The horizontal coordinates were scaled from a topographic map and have
 ET0185.an estimated accuracy of +/- 6 seconds.
 ET0185
 ET0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0185.The vertical order pertains to the NGVD 29 superseded value.
 ET0185
 ET0185.The geoid height was determined by GEOID03.
 ET0185
 ET0185;                    North         East    Units  Estimated Accuracy
 ET0185;SPC AZ C     -   354,060.      191,110.      MT  (+/- 180 meters Scaled)
 ET0185
 ET0185                          SUPERSEDED SURVEY CONTROL
 ET0185
 ET0185  NGVD 29 (??/??/92)  769.162  (m)         2523.49   (f) ADJ UNCH    2 0
 ET0185
 ET0185.Superseded values are not recommended for survey control.
 ET0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0185.See file dsdata.txt to determine how the superseded data were derived.
 ET0185
 ET0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC932841(NAD 83)
 ET0185_MARKER: P = PIPE CAP
 ET0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0185_STAMPING: 2509
 ET0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0185
 ET0185  HISTORY     - Date     Condition        Report By
 ET0185  HISTORY     - UNK      MONUMENTED       USGS
 ET0185  HISTORY     - 1952     GOOD             NGS
 ET0185
 ET0185                          STATION DESCRIPTION
 ET0185
 ET0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0185'IN BUMBLE BEE.
 ET0185'AT BUMBLE BEE, YAVAPAI COUNTY, ON STATE HIGHWAY 69, AT THE GENERAL
 ET0185'STORE AND POST OFFICE, 12 FEET NORTH OF THE BUILDING, AND 27 FEET WEST
 ET0185'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 ET0185'STANDARD CAP, STAMPED 2509 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 ET0185'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0183 ***********************************************************************
 ET0183  DESIGNATION -  2515
 ET0183  PID         -  ET0183
 ET0183  STATE/COUNTY-  AZ/YAVAPAI
 ET0183  USGS QUAD   -  BUMBLE BEE (1969)
 ET0183
 ET0183                         *CURRENT SURVEY CONTROL
 ET0183  ___________________________________________________________________
 ET0183* NAD 83(1986)-  34 09 12.     (N)    112 09 42.     (W)     SCALED    
 ET0183* NAVD 88     -       770.37   (+/-2cm)    2527.5    (feet)  VERTCON   
 ET0183  ___________________________________________________________________
 ET0183  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0183
 ET0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0183
 ET0183.The horizontal coordinates were scaled from a topographic map and have
 ET0183.an estimated accuracy of +/- 6 seconds.
 ET0183
 ET0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0183.The vertical order pertains to the NGVD 29 superseded value.
 ET0183
 ET0183.The geoid height was determined by GEOID03.
 ET0183
 ET0183;                    North         East    Units  Estimated Accuracy
 ET0183;SPC AZ C     -   349,690.      190,770.      MT  (+/- 180 meters Scaled)
 ET0183
 ET0183                          SUPERSEDED SURVEY CONTROL
 ET0183
 ET0183  NGVD 29 (??/??/92)  769.719  (m)         2525.32   (f) ADJ UNCH    2 0
 ET0183
 ET0183.Superseded values are not recommended for survey control.
 ET0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0183.See file dsdata.txt to determine how the superseded data were derived.
 ET0183
 ET0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929797(NAD 83)
 ET0183_MARKER: P = PIPE CAP
 ET0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0183_STAMPING: 2515
 ET0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0183
 ET0183  HISTORY     - Date     Condition        Report By
 ET0183  HISTORY     - UNK      MONUMENTED       USGS
 ET0183  HISTORY     - 1952     GOOD             NGS
 ET0183
 ET0183                          STATION DESCRIPTION
 ET0183
 ET0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0183'9.7 MI N FROM ROCK SPRINGS.
 ET0183'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0183'SPRINGS (FORMERLY CANON), YAVAPAI COUNTY, ABOUT 3 MILES SOUTH OF
 ET0183'BUMBLE BEE, 60 FEET SOUTH OF A LARGE WASH, AND 13 FEET EAST OF THE
 ET0183'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ET0183'CAP, STAMPED 2515 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0832 ***********************************************************************
 CG0832  DESIGNATION -  2518.5
 CG0832  PID         -  CG0832
 CG0832  STATE/COUNTY-  AZ/PIMA
 CG0832  USGS QUAD   -  TOPAWA (1979)
 CG0832
 CG0832                         *CURRENT SURVEY CONTROL
 CG0832  ___________________________________________________________________
 CG0832* NAD 83(1986)-  31 48 29.     (N)    111 48 32.     (W)     SCALED    
 CG0832* NAVD 88     -       768.27   (+/-2cm)    2520.6    (feet)  VERTCON   
 CG0832  ___________________________________________________________________
 CG0832  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CG0832
 CG0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0832
 CG0832.The horizontal coordinates were scaled from a topographic map and have
 CG0832.an estimated accuracy of +/- 6 seconds.
 CG0832
 CG0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0832.The vertical order pertains to the NGVD 29 superseded value.
 CG0832
 CG0832.The geoid height was determined by GEOID03.
 CG0832
 CG0832;                    North         East    Units  Estimated Accuracy
 CG0832;SPC AZ C     -    89,590.      223,560.      MT  (+/- 180 meters Scaled)
 CG0832
 CG0832                          SUPERSEDED SURVEY CONTROL
 CG0832
 CG0832  NGVD 29 (??/??/92)  767.551  (m)         2518.21   (f) ADJ UNCH    2 0
 CG0832
 CG0832.Superseded values are not recommended for survey control.
 CG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0832.See file dsdata.txt to determine how the superseded data were derived.
 CG0832
 CG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA234194(NAD 83)
 CG0832_MARKER: Z = SEE DESCRIPTION
 CG0832_SETTING: 0 = UNSPECIFIED SETTING
 CG0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0832
 CG0832  HISTORY     - Date     Condition        Report By
 CG0832  HISTORY     - UNK      MONUMENTED       USGS
 CG0832  HISTORY     - 1952     GOOD             NGS
 CG0832
 CG0832                          STATION DESCRIPTION
 CG0832
 CG0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0832'1 MI E FROM TOPAWA.
 CG0832'1 MILE EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0832'TOPAWA, 48.6 FEET SOUTH OF A TELEPHONE POLE, 46.2 FEET SOUTH OF B.M. W
 CG0832'305, 24 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 CG0832'FOOT HIGHER THAN THE ROAD, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0195 ***********************************************************************
 CZ0195  DESIGNATION -  2522.26
 CZ0195  PID         -  CZ0195
 CZ0195  STATE/COUNTY-  AZ/PIMA
 CZ0195  USGS QUAD   -  TUCSON (1992)
 CZ0195
 CZ0195                         *CURRENT SURVEY CONTROL
 CZ0195  ___________________________________________________________________
 CZ0195* NAD 83(1986)-  32 08 51.     (N)    110 57 41.     (W)     SCALED    
 CZ0195* NAVD 88     -       769.27   (+/-2cm)    2523.8    (feet)  VERTCON   
 CZ0195  ___________________________________________________________________
 CZ0195  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0195
 CZ0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0195
 CZ0195.The horizontal coordinates were scaled from a topographic map and have
 CZ0195.an estimated accuracy of +/- 6 seconds.
 CZ0195
 CZ0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0195.The vertical order pertains to the NGVD 29 superseded value.
 CZ0195
 CZ0195.The geoid height was determined by GEOID03.
 CZ0195
 CZ0195;                    North         East    Units  Estimated Accuracy
 CZ0195;SPC AZ C     -   127,620.      303,480.      MT  (+/- 180 meters Scaled)
 CZ0195
 CZ0195                          SUPERSEDED SURVEY CONTROL
 CZ0195
 CZ0195  NGVD 29 (??/??/92)  768.626  (m)         2521.73   (f) ADJ UNCH    1 2
 CZ0195
 CZ0195.Superseded values are not recommended for survey control.
 CZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0195.See file dsdata.txt to determine how the superseded data were derived.
 CZ0195
 CZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036567(NAD 83)
 CZ0195_MARKER: B = BOLT
 CZ0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0195_SP_SET: CULVERT
 CZ0195_STAMPING: B.M. ELEV. 2522.26 STA. 209+93.85
 CZ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0195
 CZ0195  HISTORY     - Date     Condition        Report By
 CZ0195  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0195  HISTORY     - 1953     GOOD             NGS
 CZ0195  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0195  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0195
 CZ0195                          STATION DESCRIPTION
 CZ0195
 CZ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0195'5.3 MI S FROM TUCSON.
 CZ0195'5.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0195'STATION AT TUCSON, ABOUT 125 YARDS SOUTH OF THE CROSSING OF EAST
 CZ0195'DREXEL ROAD, ABOUT 60 YARDS WEST OF THE CENTER OF RAILROAD CULVERT
 CZ0195'989.57, AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE
 CZ0195'WEST CONCRETE HEAD WALL, 24 FEET WEST OF THE CENTER LINE OF THE
 CZ0195'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0195
 CZ0195                          STATION RECOVERY (1980)
 CZ0195
 CZ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0195'HIGHWAY WIDENED AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ0195
 CZ0195                          STATION RECOVERY (1980)
 CZ0195
 CZ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0194 ***********************************************************************
 CZ0194  DESIGNATION -  2522.29
 CZ0194  PID         -  CZ0194
 CZ0194  STATE/COUNTY-  AZ/PIMA
 CZ0194  USGS QUAD   -  TUCSON (1992)
 CZ0194
 CZ0194                         *CURRENT SURVEY CONTROL
 CZ0194  ___________________________________________________________________
 CZ0194* NAD 83(1986)-  32 08 51.     (N)    110 57 40.     (W)     SCALED    
 CZ0194* NAVD 88     -       769.34   (+/-2cm)    2524.1    (feet)  VERTCON   
 CZ0194  ___________________________________________________________________
 CZ0194  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0194
 CZ0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0194
 CZ0194.The horizontal coordinates were scaled from a topographic map and have
 CZ0194.an estimated accuracy of +/- 6 seconds.
 CZ0194
 CZ0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0194.The vertical order pertains to the NGVD 29 superseded value.
 CZ0194
 CZ0194.The geoid height was determined by GEOID03.
 CZ0194
 CZ0194;                    North         East    Units  Estimated Accuracy
 CZ0194;SPC AZ C     -   127,620.      303,500.      MT  (+/- 180 meters Scaled)
 CZ0194
 CZ0194                          SUPERSEDED SURVEY CONTROL
 CZ0194
 CZ0194  NGVD 29 (??/??/92)  768.691  (m)         2521.95   (f) ADJ UNCH    1 2
 CZ0194
 CZ0194.Superseded values are not recommended for survey control.
 CZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0194.See file dsdata.txt to determine how the superseded data were derived.
 CZ0194
 CZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036567(NAD 83)
 CZ0194_MARKER: DD = SURVEY DISK
 CZ0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0194_SP_SET: CULVERT
 CZ0194_STAMPING: 2522.29 3237+96.31 1951
 CZ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0194
 CZ0194  HISTORY     - Date     Condition        Report By
 CZ0194  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0194  HISTORY     - 1953     GOOD             NGS
 CZ0194  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0194  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0194
 CZ0194                          STATION DESCRIPTION
 CZ0194
 CZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0194'5.3 MI S FROM TUCSON.
 CZ0194'5.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0194'STATION AT TUCSON, ABOUT 125 YARDS SOUTH OF THE CROSSING OF EAST
 CZ0194'DREXEL ROAD, 137.6 FEET WEST OF THE CENTER OF THE WEST END OF RAILROAD
 CZ0194'CULVERT 989.57, AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP
 CZ0194'OF THE CENTER OF THE EAST CONCRETE HEAD WALL, 25.5 FEET EAST OF THE
 CZ0194'CENTER LINE OF THE HIGHWAY, AND ABUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 CZ0194
 CZ0194                          STATION RECOVERY (1980)
 CZ0194
 CZ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0194'HIGHWAY WIDENED AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ0194
 CZ0194                          STATION RECOVERY (1980)
 CZ0194
 CZ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0199 ***********************************************************************
 CZ0199  DESIGNATION -  2541.76
 CZ0199  PID         -  CZ0199
 CZ0199  STATE/COUNTY-  AZ/PIMA
 CZ0199  USGS QUAD   -  TUCSON (1992)
 CZ0199
 CZ0199                         *CURRENT SURVEY CONTROL
 CZ0199  ___________________________________________________________________
 CZ0199* NAD 83(1986)-  32 07 50.     (N)    110 57 39.     (W)     SCALED    
 CZ0199* NAVD 88     -       775.256  (meters)    2543.49   (feet)  ADJUSTED  
 CZ0199  ___________________________________________________________________
 CZ0199  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0199  DYNAMIC HT  -         774.176 (meters)    2539.94  (feet)  COMP
 CZ0199  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 CZ0199
 CZ0199  VERT ORDER  -  FIRST     CLASS II
 CZ0199
 CZ0199.The horizontal coordinates were scaled from a topographic map and have
 CZ0199.an estimated accuracy of +/- 6 seconds.
 CZ0199
 CZ0199.The orthometric height was determined by differential leveling
 CZ0199.and adjusted by the National Geodetic Survey in June 1991..
 CZ0199
 CZ0199.The geoid height was determined by GEOID03.
 CZ0199
 CZ0199.The dynamic height is computed by dividing the NAVD 88
 CZ0199.geopotential number by the normal gravity value computed on the
 CZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0199.degrees latitude (g = 980.6199 gals.).
 CZ0199
 CZ0199.The modeled gravity was interpolated from observed gravity values.
 CZ0199
 CZ0199;                    North         East    Units  Estimated Accuracy
 CZ0199;SPC AZ C     -   125,740.      303,540.      MT  (+/- 180 meters Scaled)
 CZ0199
 CZ0199                          SUPERSEDED SURVEY CONTROL
 CZ0199
 CZ0199  NGVD 29 (??/??/92)  774.620  (m)         2541.40   (f) ADJ UNCH    1 2
 CZ0199
 CZ0199.Superseded values are not recommended for survey control.
 CZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0199.See file dsdata.txt to determine how the superseded data were derived.
 CZ0199
 CZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036549(NAD 83)
 CZ0199_MARKER: DD = SURVEY DISK
 CZ0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0199_SP_SET: CULVERT
 CZ0199_STAMPING: 2541.76 1951 3176+90.37
 CZ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0199
 CZ0199  HISTORY     - Date     Condition        Report By
 CZ0199  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0199  HISTORY     - 1953     GOOD             NGS
 CZ0199  HISTORY     - 1973     GOOD             AZDT
 CZ0199  HISTORY     - 1980     GOOD             NGS
 CZ0199  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0199
 CZ0199                          STATION DESCRIPTION
 CZ0199
 CZ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0199'6.5 MI S FROM TUCSON.
 CZ0199'6.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0199'STATION AT TUCSON, AT THE JUNCTION OF U. S. HIGHWAY 89 AND EAST MEDINA
 CZ0199'ROAD, 114 FEET WEST OF THE WEST EDGE OF A WOODEN RAILROAD BRIDGE, AT A
 CZ0199'HIGHWAY DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE EAST CONCRETE
 CZ0199'HEAD WALL, 22.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1/2
 CZ0199'FOOT HIGHER THAN THE HIGHWAY.
 CZ0199
 CZ0199                          STATION RECOVERY (1973)
 CZ0199
 CZ0199'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1973
 CZ0199'RECOVERED IN GOOD CONDITION.
 CZ0199
 CZ0199                          STATION RECOVERY (1980)
 CZ0199
 CZ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0199'10.3 KILOMETERS (6.4 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0199'RAILROAD FROM THE STATION AT TUCSON, 88 PACES NORTH OF THE T
 CZ0199'JUNCTION OF U S HIGHWAY 89 AND MEDINA ROAD, AT A DOUBLE BOX
 CZ0199'CULVERT UNDER THE HIGHWAY AND IN THE TOP CENTER OF THE EAST
 CZ0199'HEADWALL, 31.7 METERS (114 FEET) WEST OF THE WEST EDGE OF RAIL-
 CZ0199'ROAD BRIDGE 990.80, 6.9 METERS (22.6 FEET) EAST OF THE CENTER-
 CZ0199'LINE OF U S HIGHWAY 89.
 CZ0199'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0199
 CZ0199                          STATION RECOVERY (2006)
 CZ0199
 CZ0199'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0199'MARK NOT FOUND. HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0577 ***********************************************************************
 ET0577  DESIGNATION -  2551.8
 ET0577  PID         -  ET0577
 ET0577  STATE/COUNTY-  AZ/YAVAPAI
 ET0577  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0577
 ET0577                         *CURRENT SURVEY CONTROL
 ET0577  ___________________________________________________________________
 ET0577* NAD 83(1986)-  34 31 01.     (N)    113 04 41.     (W)     SCALED    
 ET0577* NAVD 88     -       778.285  (meters)    2553.42   (feet)  POSTED    
 ET0577  ___________________________________________________________________
 ET0577  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 ET0577  DYNAMIC HT  -         777.350 (meters)    2550.36  (feet)  COMP
 ET0577  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 ET0577
 ET0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0577
 ET0577.The horizontal coordinates were scaled from a topographic map and have
 ET0577.an estimated accuracy of +/- 6 seconds.
 ET0577
 ET0577.The orthometric height was determined by differential leveling
 ET0577.and adjusted by the National Geodetic Survey in November 2005..
 ET0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0577.rate of 0.0 thru 1.0 mm/km.
 ET0577
 ET0577.The geoid height was determined by GEOID03.
 ET0577
 ET0577.The dynamic height is computed by dividing the NAVD 88
 ET0577.geopotential number by the normal gravity value computed on the
 ET0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0577.degrees latitude (g = 980.6199 gals.).
 ET0577
 ET0577.The modeled gravity was interpolated from observed gravity values.
 ET0577
 ET0577;                    North         East    Units  Estimated Accuracy
 ET0577;SPC AZ C     -   390,600.      106,730.      MT  (+/- 180 meters Scaled)
 ET0577
 ET0577                          SUPERSEDED SURVEY CONTROL
 ET0577
 ET0577  NGVD 29 (??/??/92)  777.570  (m)         2551.08   (f) ADJ UNCH    1 2
 ET0577
 ET0577.Superseded values are not recommended for survey control.
 ET0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0577.See file dsdata.txt to determine how the superseded data were derived.
 ET0577
 ET0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD092214(NAD 83)
 ET0577_MARKER: Q = CHISELED SQUARE
 ET0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0577_SP_SET: BRIDGE
 ET0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0577
 ET0577  HISTORY     - Date     Condition        Report By
 ET0577  HISTORY     - UNK      MONUMENTED       USGS
 ET0577  HISTORY     - 1950     GOOD             NGS
 ET0577
 ET0577                          STATION DESCRIPTION
 ET0577
 ET0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0577'10.3 MI SE FROM BAGDAD.
 ET0577'10.3 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0577'OFFICE AT BAGDAD, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 ET0577'SOUTH TO PIKES PLACE, AT A WOODEN BRIDGE OVER SHEPP WASH, ON TOP OF
 ET0577'THE NORTHEAST CONCRETE WINGWALL, 12 FEET NORTH OF THE CENTER LINE OF
 ET0577'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0203 ***********************************************************************
 CZ0203  DESIGNATION -  2551.85
 CZ0203  PID         -  CZ0203
 CZ0203  STATE/COUNTY-  AZ/PIMA
 CZ0203  USGS QUAD   -  TUCSON SW (1992)
 CZ0203
 CZ0203                         *CURRENT SURVEY CONTROL
 CZ0203  ___________________________________________________________________
 CZ0203* NAD 83(1986)-  32 07 18.     (N)    110 57 38.     (W)     SCALED    
 CZ0203* NAVD 88     -       778.341  (meters)    2553.61   (feet)  ADJUSTED  
 CZ0203  ___________________________________________________________________
 CZ0203  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0203  DYNAMIC HT  -         777.254 (meters)    2550.04  (feet)  COMP
 CZ0203  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 CZ0203
 CZ0203  VERT ORDER  -  FIRST     CLASS II
 CZ0203
 CZ0203.The horizontal coordinates were scaled from a topographic map and have
 CZ0203.an estimated accuracy of +/- 6 seconds.
 CZ0203
 CZ0203.The orthometric height was determined by differential leveling
 CZ0203.and adjusted by the National Geodetic Survey in June 1991..
 CZ0203
 CZ0203.The geoid height was determined by GEOID03.
 CZ0203
 CZ0203.The dynamic height is computed by dividing the NAVD 88
 CZ0203.geopotential number by the normal gravity value computed on the
 CZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0203.degrees latitude (g = 980.6199 gals.).
 CZ0203
 CZ0203.The modeled gravity was interpolated from observed gravity values.
 CZ0203
 CZ0203;                    North         East    Units  Estimated Accuracy
 CZ0203;SPC AZ C     -   124,760.      303,580.      MT  (+/- 180 meters Scaled)
 CZ0203
 CZ0203                          SUPERSEDED SURVEY CONTROL
 CZ0203
 CZ0203  NGVD 29 (??/??/92)  777.689  (m)         2551.47   (f) ADJ UNCH    1 2
 CZ0203
 CZ0203.Superseded values are not recommended for survey control.
 CZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0203.See file dsdata.txt to determine how the superseded data were derived.
 CZ0203
 CZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037539(NAD 83)
 CZ0203_MARKER: DD = SURVEY DISK
 CZ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0203_SP_SET: CULVERT
 CZ0203_STAMPING: 3143+80.00 2551.85
 CZ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0203
 CZ0203  HISTORY     - Date     Condition        Report By
 CZ0203  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0203  HISTORY     - 1953     GOOD             NGS
 CZ0203  HISTORY     - 1980     GOOD             NGS
 CZ0203
 CZ0203                          STATION DESCRIPTION
 CZ0203
 CZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0203'7.1 MI S FROM TUCSON.
 CZ0203'7.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0203'STATION AT TUCSON, ABOUT 42 YARDS NORTHEAST OF THE INTERSECTION OF
 CZ0203'U.S. HIGHWAY 89 AND EAST ELVADO ROAD, 120 FEET WEST OF THE WEST RAIL
 CZ0203'AT THE CENTER OF A WOODEN RAILROAD BRIDGE, AT A HIGHWAY DOUBLE
 CZ0203'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST
 CZ0203'CONCRETE HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0203'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0203
 CZ0203                          STATION RECOVERY (1980)
 CZ0203
 CZ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0203'11.3 KILOMETERS (7.05 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0203'RAILROAD FROM THE STATION AT TUCSON, 88 PACES NORTH OF THE T
 CZ0203'JUNCTION OF U S HIGHWAY 89 AND EAST EL VADO ROAD AND IN TOP OF
 CZ0203'THE CENTER OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT FOR THE
 CZ0203'HIGHWAY, 36.6 METERS (120 FEET) WEST OF THE WEST RAIL,
 CZ0203'7 METERS (23 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0203'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0050 ***********************************************************************
 CZ0050  DESIGNATION -  2553
 CZ0050  PID         -  CZ0050
 CZ0050  STATE/COUNTY-  AZ/PIMA
 CZ0050  USGS QUAD   -  TUCSON (1992)
 CZ0050
 CZ0050                         *CURRENT SURVEY CONTROL
 CZ0050  ___________________________________________________________________
 CZ0050* NAD 83(1986)-  32 11 13.     (N)    110 54 31.     (W)     SCALED    
 CZ0050* NAVD 88     -       778.64   (+/-2cm)    2554.6    (feet)  VERTCON   
 CZ0050  ___________________________________________________________________
 CZ0050  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0050
 CZ0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0050
 CZ0050.The horizontal coordinates were scaled from a topographic map and have
 CZ0050.an estimated accuracy of +/- 6 seconds.
 CZ0050
 CZ0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0050.The vertical order pertains to the NGVD 29 superseded value.
 CZ0050
 CZ0050.The geoid height was determined by GEOID03.
 CZ0050
 CZ0050;                    North         East    Units  Estimated Accuracy
 CZ0050;SPC AZ C     -   132,040.      308,410.      MT  (+/- 180 meters Scaled)
 CZ0050
 CZ0050                          SUPERSEDED SURVEY CONTROL
 CZ0050
 CZ0050  NGVD 29 (??/??/92)  778.006  (m)         2552.51   (f) ADJ UNCH    1 2
 CZ0050
 CZ0050.Superseded values are not recommended for survey control.
 CZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0050.See file dsdata.txt to determine how the superseded data were derived.
 CZ0050
 CZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA086611(NAD 83)
 CZ0050_MARKER: DD = SURVEY DISK
 CZ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0050_SP_SET: CULVERT WALK
 CZ0050_STAMPING: 2553 WA26 1940
 CZ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0050
 CZ0050  HISTORY     - Date     Condition        Report By
 CZ0050  HISTORY     - 1940     MONUMENTED       USGS
 CZ0050  HISTORY     - 1952     GOOD             NGS
 CZ0050  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0050  HISTORY     - 20060910 MARK NOT FOUND   INDIV
 CZ0050
 CZ0050                          STATION DESCRIPTION
 CZ0050
 CZ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0050'4.2 MI SE FROM TUCSON.
 CZ0050'4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0050'RAILROAD STATION AT TUCSON, ABOUT 110 YARDS NORTHEAST OF THE TRACKS,
 CZ0050'AT THE WEST CORNER OF THE DAVIS-MONTHAN AIR FORCE BASE, 0.1 MILE
 CZ0050'NORTHWEST OF GATE A (SOUTHEAST GATE), IN THE TOP OF A CONCRETE WALK ON
 CZ0050'THE SOUTHEAST SIDE OF THE DEPARTMENT OF COMMERCE WEATHER BUREAS
 CZ0050'STATION BUILDING, UNDER THE WOODEN PORCH OF AN ACCESS STAIRWAY TO THE
 CZ0050'ROOF OF BUILDING, 75.1 FEET SOUTHEAST OF THE WEST CORNER OF BOUNDARY
 CZ0050'FENCE, 8.2 FEET NORTHEAST OF THE SOUTHWEST BOUNDARY FENCE, 2.0 FEET
 CZ0050'SOUTHEAST OF THE CENTER OF A DOORWAY TO BUILDING, AND 0.4 FEET
 CZ0050'SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 CZ0050
 CZ0050                          STATION RECOVERY (1979)
 CZ0050
 CZ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0050'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ0050
 CZ0050                          STATION RECOVERY (2006)
 CZ0050
 CZ0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0050'MARKER NOT FOUND.  SITE DESCRIPTION NO LONGER VALID.  THE AREA HAS
 CZ0050'CHANGED DRASTICALLY SINCE THE MARKER WAS EMPLACED WITH MAJOR ROAD
 CZ0050'CONSTRUCTION IN THE AREA.  FOUND AN ADOT MARKER IN THE BULL NOSE OF AN
 CZ0050'INTERSECTION ABOUT 100 FEET AT 280 DEGREES TRUE FROM THE EXPECTED
 CZ0050'COORDINATES FOR THIS MARKER, BUT IT CLEARLY DOES NOT HAVE NGS MARKINGS
 CZ0050'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0204 ***********************************************************************
 CZ0204  DESIGNATION -  2555.57
 CZ0204  PID         -  CZ0204
 CZ0204  STATE/COUNTY-  AZ/PIMA
 CZ0204  USGS QUAD   -  TUCSON SW (1992)
 CZ0204
 CZ0204                         *CURRENT SURVEY CONTROL
 CZ0204  ___________________________________________________________________
 CZ0204* NAD 83(1986)-  32 06 55.     (N)    110 57 37.     (W)     SCALED    
 CZ0204* NAVD 88     -       779.461  (meters)    2557.28   (feet)  ADJUSTED  
 CZ0204  ___________________________________________________________________
 CZ0204  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0204  DYNAMIC HT  -         778.371 (meters)    2553.71  (feet)  COMP
 CZ0204  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 CZ0204
 CZ0204  VERT ORDER  -  FIRST     CLASS II
 CZ0204
 CZ0204.The horizontal coordinates were scaled from a topographic map and have
 CZ0204.an estimated accuracy of +/- 6 seconds.
 CZ0204
 CZ0204.The orthometric height was determined by differential leveling
 CZ0204.and adjusted by the National Geodetic Survey in June 1991..
 CZ0204
 CZ0204.The geoid height was determined by GEOID03.
 CZ0204
 CZ0204.The dynamic height is computed by dividing the NAVD 88
 CZ0204.geopotential number by the normal gravity value computed on the
 CZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0204.degrees latitude (g = 980.6199 gals.).
 CZ0204
 CZ0204.The modeled gravity was interpolated from observed gravity values.
 CZ0204
 CZ0204;                    North         East    Units  Estimated Accuracy
 CZ0204;SPC AZ C     -   124,050.      303,610.      MT  (+/- 180 meters Scaled)
 CZ0204
 CZ0204                          SUPERSEDED SURVEY CONTROL
 CZ0204
 CZ0204  NGVD 29 (??/??/92)  778.819  (m)         2555.18   (f) ADJ UNCH    1 2
 CZ0204
 CZ0204.Superseded values are not recommended for survey control.
 CZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0204.See file dsdata.txt to determine how the superseded data were derived.
 CZ0204
 CZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037532(NAD 83)
 CZ0204_MARKER: DD = SURVEY DISK
 CZ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0204_SP_SET: CULVERT
 CZ0204_STAMPING: 2555.57 1951 3121+20.14
 CZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0204+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0204
 CZ0204  HISTORY     - Date     Condition        Report By
 CZ0204  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0204  HISTORY     - 1953     GOOD             NGS
 CZ0204  HISTORY     - 1980     GOOD             NGS
 CZ0204  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CZ0204  HISTORY     - 19990213 GOOD             USPSQD
 CZ0204  HISTORY     - 20060315 GOOD             USPSQD
 CZ0204
 CZ0204                          STATION DESCRIPTION
 CZ0204
 CZ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0204'7.55 MI S FROM TUCSON.
 CZ0204'7.55 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0204'STATION AT TUCSON, 120 FEET WEST OF THE WEST RAIL AT THE CENTER OF
 CZ0204'WOODEN RAILROAD BRIDGE 991.85, AT A U.S. HIGHWAY 89 DOUBLE CONCRETE
 CZ0204'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CZ0204'HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 CZ0204'FOOT HIGHER THAN THE HIGHWAY.
 CZ0204
 CZ0204                          STATION RECOVERY (1980)
 CZ0204
 CZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0204'12.1 KILOMETERS (7.5 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0204'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0204'NORTH OF THE EMPIRE CATERPILLAR DEALER, SET IN THE TOP CENTER
 CZ0204'OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT FOR U S HIGHWAY 89,
 CZ0204'36.6 METERS (120 FEET) WEST OF THE WEST RAIL, 7 METERS (23 FEET)
 CZ0204'EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0204'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CZ0204
 CZ0204                          STATION RECOVERY (1995)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0204'MARK NOT FOUND.
 CZ0204
 CZ0204                          STATION RECOVERY (1999)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0204'RECOVERED IN GOOD CONDITION.
 CZ0204
 CZ0204                          STATION RECOVERY (2006)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0434 ***********************************************************************
 FS0434  DESIGNATION -  2557
 FS0434  PID         -  FS0434
 FS0434  STATE/COUNTY-  AZ/MOHAVE
 FS0434  USGS QUAD   -  GOLD BASIN (1989)
 FS0434
 FS0434                         *CURRENT SURVEY CONTROL
 FS0434  ___________________________________________________________________
 FS0434* NAD 83(1986)-  35 51 46.     (N)    114 10 06.     (W)     SCALED    
 FS0434* NAVD 88     -       786.363  (meters)    2579.93   (feet)  POSTED    
 FS0434  ___________________________________________________________________
 FS0434  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0434  DYNAMIC HT  -         785.510 (meters)    2577.13  (feet)  COMP
 FS0434  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 FS0434
 FS0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0434
 FS0434.The horizontal coordinates were scaled from a topographic map and have
 FS0434.an estimated accuracy of +/- 6 seconds.
 FS0434
 FS0434.The orthometric height was determined by differential leveling
 FS0434.and adjusted by the National Geodetic Survey in 1992..
 FS0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0434.rate of 0.0 thru 1.0 mm/km.
 FS0434
 FS0434.The geoid height was determined by GEOID03.
 FS0434
 FS0434.The dynamic height is computed by dividing the NAVD 88
 FS0434.geopotential number by the normal gravity value computed on the
 FS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0434.degrees latitude (g = 980.6199 gals.).
 FS0434
 FS0434.The modeled gravity was interpolated from observed gravity values.
 FS0434
 FS0434;                    North         East    Units  Estimated Accuracy
 FS0434;SPC AZ W     -   539,390.      175,580.      MT  (+/- 180 meters Scaled)
 FS0434
 FS0434                          SUPERSEDED SURVEY CONTROL
 FS0434
 FS0434  NGVD 29 (??/??/92)  785.652  (m)         2577.59   (f) ADJ UNCH    1 1
 FS0434
 FS0434.Superseded values are not recommended for survey control.
 FS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0434.See file dsdata.txt to determine how the superseded data were derived.
 FS0434
 FS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV556724(NAD 83)
 FS0434_MARKER: DD = SURVEY DISK
 FS0434_SETTING: 80 = SET IN A BOULDER
 FS0434_SP_SET: BOULDER
 FS0434_STAMPING: 2560 2557 25B 1920
 FS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0434+STABILITY: SURFACE MOTION
 FS0434
 FS0434  HISTORY     - Date     Condition        Report By
 FS0434  HISTORY     - 1920     MONUMENTED       USGS
 FS0434  HISTORY     - 1950     GOOD             NGS
 FS0434
 FS0434                          STATION DESCRIPTION
 FS0434
 FS0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0434'12.4 MI S FROM MOUTH OF HUALPAI WASH.
 FS0434'12.4 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0434'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 55 FEET NORTHWEST
 FS0434'OF THE APPROXIMATE CENTER OF A DRY WASH, 35 FEET NORTHEAST OF THE
 FS0434'CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER PROJECTING 1
 FS0434'FOOT ABOVE THE GROUND, 1 FOOT SOUTHWEST OF A CAIRN, AND ABOUT
 FS0434'10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0208 ***********************************************************************
 CZ0208  DESIGNATION -  2566.55
 CZ0208  PID         -  CZ0208
 CZ0208  STATE/COUNTY-  AZ/PIMA
 CZ0208  USGS QUAD   -  TUCSON SW (1992)
 CZ0208
 CZ0208                         *CURRENT SURVEY CONTROL
 CZ0208  ___________________________________________________________________
 CZ0208* NAD 83(1986)-  32 06 14.     (N)    110 57 35.     (W)     SCALED    
 CZ0208* NAVD 88     -       782.821  (meters)    2568.31   (feet)  ADJUSTED  
 CZ0208  ___________________________________________________________________
 CZ0208  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0208  DYNAMIC HT  -         781.723 (meters)    2564.70  (feet)  COMP
 CZ0208  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 CZ0208
 CZ0208  VERT ORDER  -  FIRST     CLASS II
 CZ0208
 CZ0208.The horizontal coordinates were scaled from a topographic map and have
 CZ0208.an estimated accuracy of +/- 6 seconds.
 CZ0208
 CZ0208.The orthometric height was determined by differential leveling
 CZ0208.and adjusted by the National Geodetic Survey in June 1991..
 CZ0208
 CZ0208.The geoid height was determined by GEOID03.
 CZ0208
 CZ0208.The dynamic height is computed by dividing the NAVD 88
 CZ0208.geopotential number by the normal gravity value computed on the
 CZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0208.degrees latitude (g = 980.6199 gals.).
 CZ0208
 CZ0208.The modeled gravity was interpolated from observed gravity values.
 CZ0208
 CZ0208;                    North         East    Units  Estimated Accuracy
 CZ0208;SPC AZ C     -   122,790.      303,680.      MT  (+/- 180 meters Scaled)
 CZ0208
 CZ0208                          SUPERSEDED SURVEY CONTROL
 CZ0208
 CZ0208  NGVD 29 (??/??/92)  782.167  (m)         2566.16   (f) ADJ UNCH    1 2
 CZ0208
 CZ0208.Superseded values are not recommended for survey control.
 CZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0208.See file dsdata.txt to determine how the superseded data were derived.
 CZ0208
 CZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038519(NAD 83)
 CZ0208_MARKER: DD = SURVEY DISK
 CZ0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0208_SP_SET: BRIDGE
 CZ0208_STAMPING: 2566.55 1951 3080+00.34
 CZ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0208
 CZ0208  HISTORY     - Date     Condition        Report By
 CZ0208  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0208  HISTORY     - 1953     GOOD             NGS
 CZ0208  HISTORY     - 1980     GOOD             NGS
 CZ0208  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CZ0208  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CZ0208
 CZ0208                          STATION DESCRIPTION
 CZ0208
 CZ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0208'8.35 MI S FROM TUCSON.
 CZ0208'8.35 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0208'STATION AT TUCSON, 347 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF
 CZ0208'U.S. HIGHWAY 89 AND A PAVED ROAD LEADING EAST TO HUGHES AIRCRAFT
 CZ0208'COMPANY, AT A LARGE CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE SOUTH
 CZ0208'END OF THE EAST CONCRETE HEAD WALL, 121.5 FEET WEST OF THE WEST RAIL
 CZ0208'AT THE CENTER OF A WOODEN RAILROAD BRIDGE, 21 FEET EAST OF THE CENTER
 CZ0208'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0208
 CZ0208                          STATION RECOVERY (1980)
 CZ0208
 CZ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0208'13.4 KILOMETERS (8.3 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0208'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF THE
 CZ0208'T JUNCTION OF U S HIGHWAY 89 AND A PAVED ROAD LEADING TO THE
 CZ0208'HUGHES AIRCRAFT COMPANY, SET IN TOP OF THE SOUTH END OF THE
 CZ0208'EAST HEADWALL FOR A SIX CHANNEL BOX CULVERT FOR THE HIGHWAY,
 CZ0208'37 METERS (121.5 FEET) WEST OF THE WEST RAIL, 6.4 METERS
 CZ0208'(21 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0208'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CZ0208
 CZ0208                          STATION RECOVERY (1995)
 CZ0208
 CZ0208'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0208'MARK NOT FOUND.
 CZ0208
 CZ0208                          STATION RECOVERY (1999)
 CZ0208
 CZ0208'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0386 ***********************************************************************
 DU0386  DESIGNATION -  2574
 DU0386  PID         -  DU0386
 DU0386  STATE/COUNTY-  AZ/GILA
 DU0386  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0386
 DU0386                         *CURRENT SURVEY CONTROL
 DU0386  ___________________________________________________________________
 DU0386* NAD 83(1986)-  33 58 40.     (N)    111 18 51.     (W)     SCALED    
 DU0386* NAVD 88     -       785.385  (meters)    2576.72   (feet)  ADJUSTED  
 DU0386  ___________________________________________________________________
 DU0386  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DU0386  DYNAMIC HT  -         784.386 (meters)    2573.44  (feet)  COMP
 DU0386  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 DU0386
 DU0386  VERT ORDER  -  FIRST     CLASS II
 DU0386
 DU0386.The horizontal coordinates were scaled from a topographic map and have
 DU0386.an estimated accuracy of +/- 6 seconds.
 DU0386
 DU0386.The orthometric height was determined by differential leveling
 DU0386.and adjusted by the National Geodetic Survey in June 1991..
 DU0386
 DU0386.The geoid height was determined by GEOID03.
 DU0386
 DU0386.The dynamic height is computed by dividing the NAVD 88
 DU0386.geopotential number by the normal gravity value computed on the
 DU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0386.degrees latitude (g = 980.6199 gals.).
 DU0386
 DU0386.The modeled gravity was interpolated from observed gravity values.
 DU0386
 DU0386;                    North         East    Units  Estimated Accuracy
 DU0386;SPC AZ E     -   330,780.      107,330.      MT  (+/- 180 meters Scaled)
 DU0386
 DU0386                          SUPERSEDED SURVEY CONTROL
 DU0386
 DU0386  NGVD 29 (??/??/92)  784.771  (m)         2574.70   (f) ADJ UNCH    1 2
 DU0386
 DU0386.Superseded values are not recommended for survey control.
 DU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0386.See file dsdata.txt to determine how the superseded data were derived.
 DU0386
 DU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709597(NAD 83)
 DU0386_MARKER: S = SPIKE
 DU0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0386_SP_SET: CATTLE GUARD
 DU0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0386
 DU0386  HISTORY     - Date     Condition        Report By
 DU0386  HISTORY     - UNK      MONUMENTED       USGS
 DU0386  HISTORY     - 1934     GOOD             NGS
 DU0386
 DU0386                          STATION DESCRIPTION
 DU0386
 DU0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0386'8.6 MI N FROM TONTO BASIN.
 DU0386'8.6 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0386'GILA COUNTY, AT THE SOUTH BASE OF TONTO HILL, 42 FEET EAST OF THE
 DU0386'CENTERLINE OF THE HIGHWAY, IN THE BASE OF THE EAST GATEPOST OF A
 DU0386'CATTLEGUARD, AND 1 FOOT ABOVE THE GROUND.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0528 ***********************************************************************
 FS0528  DESIGNATION -  2574.29
 FS0528  PID         -  FS0528
 FS0528  STATE/COUNTY-  AZ/MOHAVE
 FS0528  USGS QUAD   -  KINGMAN SE (1980)
 FS0528
 FS0528                         *CURRENT SURVEY CONTROL
 FS0528  ___________________________________________________________________
 FS0528* NAD 83(1986)-  35 04 01.     (N)    114 07 26.     (W)     SCALED    
 FS0528* NAVD 88     -       785.391  (meters)    2576.74   (feet)  POSTED    
 FS0528  ___________________________________________________________________
 FS0528  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FS0528  DYNAMIC HT  -         784.490 (meters)    2573.78  (feet)  COMP
 FS0528  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 FS0528
 FS0528  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0528
 FS0528.The horizontal coordinates were scaled from a topographic map and have
 FS0528.an estimated accuracy of +/- 6 seconds.
 FS0528
 FS0528.The orthometric height was determined by differential leveling
 FS0528.and adjusted by the National Geodetic Survey in 1992..
 FS0528.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0528.rate of 0.0 thru 1.0 mm/km.
 FS0528
 FS0528.The geoid height was determined by GEOID03.
 FS0528
 FS0528.The dynamic height is computed by dividing the NAVD 88
 FS0528.geopotential number by the normal gravity value computed on the
 FS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0528.degrees latitude (g = 980.6199 gals.).
 FS0528
 FS0528.The modeled gravity was interpolated from observed gravity values.
 FS0528
 FS0528;                    North         East    Units  Estimated Accuracy
 FS0528;SPC AZ W     -   451,080.      179,260.      MT  (+/- 180 meters Scaled)
 FS0528
 FS0528                          SUPERSEDED SURVEY CONTROL
 FS0528
 FS0528  NGVD 29 (??/??/92)  784.634  (m)         2574.25   (f) ADJ UNCH    2 0
 FS0528
 FS0528.Superseded values are not recommended for survey control.
 FS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0528.See file dsdata.txt to determine how the superseded data were derived.
 FS0528
 FS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU622842(NAD 83)
 FS0528_MARKER: DD = SURVEY DISK
 FS0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0528_SP_SET: CULVERT
 FS0528_STAMPING: 2574.29 2075X66X51 1949
 FS0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0528
 FS0528  HISTORY     - Date     Condition        Report By
 FS0528  HISTORY     - 1949     MONUMENTED       AZHD
 FS0528  HISTORY     - 1961     GOOD             NGS
 FS0528  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0528
 FS0528                          STATION DESCRIPTION
 FS0528
 FS0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0528'10.4 MI SSW FROM KINGMAN.
 FS0528'ABOUT 10.35 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 FS0528'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET IN
 FS0528'THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 10 FOOT
 FS0528'CONCRETE BOX CULVERT, 20 FEET EAST OF THE CENTER OF THE HIGHWAY
 FS0528'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0528
 FS0528                          STATION RECOVERY (1981)
 FS0528
 FS0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0528'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0577 ***********************************************************************
 CY0577  DESIGNATION -  258+09.14
 CY0577  PID         -  CY0577
 CY0577  STATE/COUNTY-  AZ/GRAHAM
 CY0577  USGS QUAD   -  SAFFORD (1985)
 CY0577
 CY0577                         *CURRENT SURVEY CONTROL
 CY0577  ___________________________________________________________________
 CY0577* NAD 83(1986)-  32 49 00.     (N)    109 37 52.     (W)     SCALED    
 CY0577* NAVD 88     -       905.535  (meters)    2970.91   (feet)  ADJUSTED  
 CY0577  ___________________________________________________________________
 CY0577  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0577  DYNAMIC HT  -         904.273 (meters)    2966.77  (feet)  COMP
 CY0577  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CY0577
 CY0577  VERT ORDER  -  SECOND    CLASS 0
 CY0577
 CY0577.The horizontal coordinates were scaled from a topographic map and have
 CY0577.an estimated accuracy of +/- 6 seconds.
 CY0577
 CY0577.The orthometric height was determined by differential leveling
 CY0577.and adjusted by the National Geodetic Survey in June 1991..
 CY0577
 CY0577.The geoid height was determined by GEOID03.
 CY0577
 CY0577.The dynamic height is computed by dividing the NAVD 88
 CY0577.geopotential number by the normal gravity value computed on the
 CY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0577.degrees latitude (g = 980.6199 gals.).
 CY0577
 CY0577.The modeled gravity was interpolated from observed gravity values.
 CY0577
 CY0577;                    North         East    Units  Estimated Accuracy
 CY0577;SPC AZ E     -   201,550.      263,510.      MT  (+/- 180 meters Scaled)
 CY0577
 CY0577                          SUPERSEDED SURVEY CONTROL
 CY0577
 CY0577  NGVD 29 (??/??/92)  904.954  (m)         2969.00   (f) ADJ UNCH    2 0
 CY0577
 CY0577.Superseded values are not recommended for survey control.
 CY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0577.See file dsdata.txt to determine how the superseded data were derived.
 CY0577
 CY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB281317(NAD 83)
 CY0577_MARKER: DD = SURVEY DISK
 CY0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0577_SP_SET: CURB
 CY0577_STAMPING: 2968.90 258+09.14 34
 CY0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0577
 CY0577  HISTORY     - Date     Condition        Report By
 CY0577  HISTORY     - UNK      MONUMENTED       AZHD
 CY0577  HISTORY     - 1945     GOOD             NGS
 CY0577
 CY0577                          STATION DESCRIPTION
 CY0577
 CY0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0577'IN SOLOMONSVILLE.
 CY0577'AT SOLOMONSVILLE, 0.1 MILE NORTH OF THE POST OFFICE, SET IN THE WEST
 CY0577'CURB OF THE LARGE CONCRETE BRIDGE OVER THE IRRIGATION CANAL, 19.4 FEET
 CY0577'WEST OF CENTER-LINE OF U.S. HIGHWAYS NO. 666 AND 70, 9.4 FEET NORTH OF
 CY0577'THE SOUTH END OF THE CURB, 0.4 FOOT WEST OF THE EAST EDGE OF CURB.
 CY0577'BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0215 ***********************************************************************
 CZ0215  DESIGNATION -  2583.95
 CZ0215  PID         -  CZ0215
 CZ0215  STATE/COUNTY-  AZ/PIMA
 CZ0215  USGS QUAD   -  TUCSON SW (1992)
 CZ0215
 CZ0215                         *CURRENT SURVEY CONTROL
 CZ0215  ___________________________________________________________________
 CZ0215* NAD 83(1986)-  32 04 38.     (N)    110 57 31.     (W)     SCALED    
 CZ0215* NAVD 88     -       788.859  (meters)    2588.11   (feet)  ADJUSTED  
 CZ0215  ___________________________________________________________________
 CZ0215  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0215  DYNAMIC HT  -         787.746 (meters)    2584.46  (feet)  COMP
 CZ0215  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 CZ0215
 CZ0215  VERT ORDER  -  FIRST     CLASS II
 CZ0215
 CZ0215.The horizontal coordinates were scaled from a topographic map and have
 CZ0215.an estimated accuracy of +/- 6 seconds.
 CZ0215
 CZ0215.The orthometric height was determined by differential leveling
 CZ0215.and adjusted by the National Geodetic Survey in June 1991..
 CZ0215
 CZ0215.The geoid height was determined by GEOID03.
 CZ0215
 CZ0215.The dynamic height is computed by dividing the NAVD 88
 CZ0215.geopotential number by the normal gravity value computed on the
 CZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0215.degrees latitude (g = 980.6199 gals.).
 CZ0215
 CZ0215.The modeled gravity was interpolated from observed gravity values.
 CZ0215
 CZ0215;                    North         East    Units  Estimated Accuracy
 CZ0215;SPC AZ C     -   119,830.      303,810.      MT  (+/- 180 meters Scaled)
 CZ0215
 CZ0215                          SUPERSEDED SURVEY CONTROL
 CZ0215
 CZ0215  NGVD 29 (??/??/92)  788.264  (m)         2586.16   (f) ADJ UNCH    1 2
 CZ0215
 CZ0215.Superseded values are not recommended for survey control.
 CZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0215.See file dsdata.txt to determine how the superseded data were derived.
 CZ0215
 CZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039489(NAD 83)
 CZ0215_MARKER: DD = SURVEY DISK
 CZ0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0215_SP_SET: BRIDGE
 CZ0215_STAMPING: 2583.95 1949 2981+53.04
 CZ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0215+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0215
 CZ0215  HISTORY     - Date     Condition        Report By
 CZ0215  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0215  HISTORY     - 1953     GOOD             NGS
 CZ0215  HISTORY     - 1980     GOOD             NGS
 CZ0215  HISTORY     - 19950115 GOOD             USPSQD
 CZ0215  HISTORY     - 19990213 GOOD             USPSQD
 CZ0215  HISTORY     - 20020403 GOOD             USPSQD
 CZ0215  HISTORY     - 20060315 GOOD             USPSQD
 CZ0215
 CZ0215                          STATION DESCRIPTION
 CZ0215
 CZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0215'8.3 MI N FROM SAHUARITA.
 CZ0215'8.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0215'STATION AND CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A U.S.
 CZ0215'HIGHWAY 89 CONCRETE BRIDGE OVER A LARGE SANDY WASH, IN THE TOP OF THE
 CZ0215'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, ABOUT 45 YARDS WEST
 CZ0215'OF AND ACROSS THE HIGHWAY FROM THE CENTER OF WOODEN RAILROAD BRIDGE
 CZ0215'994.49, 1-3/4 TELEPHONE POLES NORTH OF A CROSSING, 25.5 FEET WEST OF
 CZ0215'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0215
 CZ0215                          STATION RECOVERY (1980)
 CZ0215
 CZ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0215'13.7 KILOMETERS (8.5 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0215'THE POST OFFICE AT SAHUARITA, 88 PACES NORTH OF THE Y JUNCTION
 CZ0215'OF U S HIGHWAY 89 AND OLD NOGALES HIGHWAY, SET IN THE TOP CENTER
 CZ0215'OF THE WEST HEADWALL FOR A SIX CHANNEL BOX CULVERT FOR U S
 CZ0215'HIGHWAY 89, 7.8 METERS (25.5 FEET) WEST OF THE CENTERLINE OF
 CZ0215'U S HIGHWAY 89.
 CZ0215'THE MARK IS 0.3 M BELOW THE HIGHWAY..
 CZ0215
 CZ0215                          STATION RECOVERY (1995)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (1999)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (2002)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (2006)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0215'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0217 ***********************************************************************
 CZ0217  DESIGNATION -  2585.78
 CZ0217  PID         -  CZ0217
 CZ0217  STATE/COUNTY-  AZ/PIMA
 CZ0217  USGS QUAD   -  TUCSON SW (1992)
 CZ0217
 CZ0217                         *CURRENT SURVEY CONTROL
 CZ0217  ___________________________________________________________________
 CZ0217* NAD 83(1986)-  32 04 13.     (N)    110 57 29.     (W)     SCALED    
 CZ0217* NAVD 88     -       789.435  (meters)    2590.00   (feet)  ADJUSTED  
 CZ0217  ___________________________________________________________________
 CZ0217  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0217  DYNAMIC HT  -         788.320 (meters)    2586.35  (feet)  COMP
 CZ0217  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 CZ0217
 CZ0217  VERT ORDER  -  FIRST     CLASS II
 CZ0217
 CZ0217.The horizontal coordinates were scaled from a topographic map and have
 CZ0217.an estimated accuracy of +/- 6 seconds.
 CZ0217
 CZ0217.The orthometric height was determined by differential leveling
 CZ0217.and adjusted by the National Geodetic Survey in June 1991..
 CZ0217
 CZ0217.The geoid height was determined by GEOID03.
 CZ0217
 CZ0217.The dynamic height is computed by dividing the NAVD 88
 CZ0217.geopotential number by the normal gravity value computed on the
 CZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0217.degrees latitude (g = 980.6199 gals.).
 CZ0217
 CZ0217.The modeled gravity was interpolated from observed gravity values.
 CZ0217
 CZ0217;                    North         East    Units  Estimated Accuracy
 CZ0217;SPC AZ C     -   119,060.      303,870.      MT  (+/- 180 meters Scaled)
 CZ0217
 CZ0217                          SUPERSEDED SURVEY CONTROL
 CZ0217
 CZ0217  NGVD 29 (??/??/92)  788.823  (m)         2588.00   (f) ADJ UNCH    1 2
 CZ0217
 CZ0217.Superseded values are not recommended for survey control.
 CZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0217.See file dsdata.txt to determine how the superseded data were derived.
 CZ0217
 CZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039482(NAD 83)
 CZ0217_MARKER: DD = SURVEY DISK
 CZ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0217_SP_SET: CULVERT
 CZ0217_STAMPING: 2585.78 24+43.3 1938
 CZ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0217+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0217
 CZ0217  HISTORY     - Date     Condition        Report By
 CZ0217  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0217  HISTORY     - 1953     GOOD             NGS
 CZ0217  HISTORY     - 1980     GOOD             NGS
 CZ0217  HISTORY     - 19950115 GOOD             USPSQD
 CZ0217  HISTORY     - 19990213 GOOD             USPSQD
 CZ0217  HISTORY     - 20020403 GOOD             USPSQD
 CZ0217  HISTORY     - 20060315 GOOD             USPSQD
 CZ0217
 CZ0217                          STATION DESCRIPTION
 CZ0217
 CZ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0217'7.8 MI N FROM SAHUARITA.
 CZ0217'7.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0217'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT RAILROAD
 CZ0217'MILEPOLE 995 AND U. S. HIGHWAY 89 MILEPOST 56, AT A DOUBLE 56-INCH
 CZ0217'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 CZ0217'APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 106.4 FEET WEST OF
 CZ0217'THE WEST RAIL AT THE CENTER OF WOODEN BRIDGE 994.95, 23.4 FEET EAST OF
 CZ0217'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0217
 CZ0217                          STATION RECOVERY (1980)
 CZ0217
 CZ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0217'12.9 KILOMETERS (8 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0217'THE POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE EAST
 CZ0217'HEADWALL OF A DOUBLE 36 INCH METAL PIPE CULVERT, 48.7 METERS
 CZ0217'(159.8 FEET) NORTH OF THE HIGHWAY MILE POST 56, 7.1 METERS
 CZ0217'(23.4 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CZ0217'THE MARK IS 0.1 M BELOW THE HIGHWAY..
 CZ0217
 CZ0217                          STATION RECOVERY (1995)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (1999)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (2002)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (2006)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0106 ***********************************************************************
 DU0106  DESIGNATION -  2586
 DU0106  PID         -  DU0106
 DU0106  STATE/COUNTY-  AZ/GRAHAM
 DU0106  USGS QUAD   -  CALVA (1989)
 DU0106
 DU0106                         *CURRENT SURVEY CONTROL
 DU0106  ___________________________________________________________________
 DU0106* NAD 83(1986)-  33 10 21.     (N)    110 09 54.     (W)     SCALED    
 DU0106* NAVD 88     -       788.524  (meters)    2587.02   (feet)  ADJUSTED  
 DU0106  ___________________________________________________________________
 DU0106  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0106  DYNAMIC HT  -         787.452 (meters)    2583.50  (feet)  COMP
 DU0106  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 DU0106
 DU0106  VERT ORDER  -  FIRST     CLASS II
 DU0106
 DU0106.The horizontal coordinates were scaled from a topographic map and have
 DU0106.an estimated accuracy of +/- 6 seconds.
 DU0106
 DU0106.The orthometric height was determined by differential leveling
 DU0106.and adjusted by the National Geodetic Survey in June 1991..
 DU0106
 DU0106.The geoid height was determined by GEOID03.
 DU0106
 DU0106.The dynamic height is computed by dividing the NAVD 88
 DU0106.geopotential number by the normal gravity value computed on the
 DU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0106.degrees latitude (g = 980.6199 gals.).
 DU0106
 DU0106.The modeled gravity was interpolated from observed gravity values.
 DU0106
 DU0106;                    North         East    Units  Estimated Accuracy
 DU0106;SPC AZ E     -   240,880.      213,520.      MT  (+/- 180 meters Scaled)
 DU0106
 DU0106                          SUPERSEDED SURVEY CONTROL
 DU0106
 DU0106  NGVD 29 (??/??/92)  787.944  (m)         2585.11   (f) ADJ UNCH    1 2
 DU0106
 DU0106.Superseded values are not recommended for survey control.
 DU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0106.See file dsdata.txt to determine how the superseded data were derived.
 DU0106
 DU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB778707(NAD 83)
 DU0106_MARKER: P = PIPE CAP
 DU0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0106
 DU0106  HISTORY     - Date     Condition        Report By
 DU0106  HISTORY     - UNK      MONUMENTED       USGS
 DU0106  HISTORY     - 1933     GOOD             NGS
 DU0106
 DU0106                          STATION DESCRIPTION
 DU0106
 DU0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0106'4.7 MI NW FROM BYLAS.
 DU0106'2.2 MILES NORTHWEST OF NAVAJO PT., ON EAST BANK OF WASH, 600 FEET
 DU0106'NORTH OF SOUTHERN PACIFIC RAILROAD CENTER-LINE AT BRIDGE 1176., 60
 DU0106'FEET SOUTHWEST OF ABANDONED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0212 ***********************************************************************
 CZ0212  DESIGNATION -  2588.15
 CZ0212  PID         -  CZ0212
 CZ0212  STATE/COUNTY-  AZ/PIMA
 CZ0212  USGS QUAD   -  TUCSON SW (1992)
 CZ0212
 CZ0212                         *CURRENT SURVEY CONTROL
 CZ0212  ___________________________________________________________________
 CZ0212* NAD 83(1986)-  32 05 23.     (N)    110 57 33.     (W)     SCALED    
 CZ0212* NAVD 88     -       789.375  (meters)    2589.81   (feet)  ADJUSTED  
 CZ0212  ___________________________________________________________________
 CZ0212  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0212  DYNAMIC HT  -         788.264 (meters)    2586.16  (feet)  COMP
 CZ0212  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 CZ0212
 CZ0212  VERT ORDER  -  FIRST     CLASS II
 CZ0212
 CZ0212.The horizontal coordinates were scaled from a topographic map and have
 CZ0212.an estimated accuracy of +/- 6 seconds.
 CZ0212
 CZ0212.The orthometric height was determined by differential leveling
 CZ0212.and adjusted by the National Geodetic Survey in June 1991..
 CZ0212
 CZ0212.The geoid height was determined by GEOID03.
 CZ0212
 CZ0212.The dynamic height is computed by dividing the NAVD 88
 CZ0212.geopotential number by the normal gravity value computed on the
 CZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0212.degrees latitude (g = 980.6199 gals.).
 CZ0212
 CZ0212.The modeled gravity was interpolated from observed gravity values.
 CZ0212
 CZ0212;                    North         East    Units  Estimated Accuracy
 CZ0212;SPC AZ C     -   121,220.      303,740.      MT  (+/- 180 meters Scaled)
 CZ0212
 CZ0212                          SUPERSEDED SURVEY CONTROL
 CZ0212
 CZ0212  NGVD 29 (??/??/92)  788.751  (m)         2587.76   (f) ADJ UNCH    1 2
 CZ0212
 CZ0212.Superseded values are not recommended for survey control.
 CZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0212.See file dsdata.txt to determine how the superseded data were derived.
 CZ0212
 CZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038503(NAD 83)
 CZ0212_MARKER: DD = SURVEY DISK
 CZ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0212_SP_SET: CULVERT
 CZ0212_STAMPING: 2588.15 1951 3027+07.35
 CZ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0212
 CZ0212  HISTORY     - Date     Condition        Report By
 CZ0212  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0212  HISTORY     - 1953     GOOD             NGS
 CZ0212  HISTORY     - 1980     GOOD             NGS
 CZ0212  HISTORY     - 19950205 GOOD             USPSQD
 CZ0212  HISTORY     - 19990213 GOOD             USPSQD
 CZ0212  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0212
 CZ0212                          STATION DESCRIPTION
 CZ0212
 CZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0212'9.35 MI S FROM TUCSON.
 CZ0212'9.35 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0212'STATION AT TUCSON, 119.4 FEET WEST OF THE WEST RAIL AT THE CENTER OF
 CZ0212'WOODEN RAILROAD BRIDGE 993.63, AT A U. S. HIGHWAY 89 CONCRETE BOX
 CZ0212'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CZ0212'HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CZ0212'LEVEL WITH THE HIGHWAY.
 CZ0212
 CZ0212                          STATION RECOVERY (1980)
 CZ0212
 CZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0212'15 KILOMETERS (9.3 MILE) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0212'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF THE
 CZ0212'CROSSING OF HUGES ACCESS ROAD, SET IN THE TOP CENTER OF THE
 CZ0212'EAST HEADWALL OF A BOX CULVERT FOR U S HIGHWAY 89, 36.4 METERS
 CZ0212'(119.4 FEET) WEST OF THE WEST RAIL, 7 METERS (23 FEET) EAST OF
 CZ0212'THE CENTERLINE OF THE HIGHWAY.
 CZ0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0212
 CZ0212                          STATION RECOVERY (1995)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0212'RECOVERED IN GOOD CONDITION.
 CZ0212
 CZ0212                          STATION RECOVERY (1999)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0212'RECOVERED IN GOOD CONDITION.
 CZ0212
 CZ0212                          STATION RECOVERY (2006)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0212'MARK NOT FOUND. NEW CULCERT SINCE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0220 ***********************************************************************
 CZ0220  DESIGNATION -  2590.78
 CZ0220  PID         -  CZ0220
 CZ0220  STATE/COUNTY-  AZ/PIMA
 CZ0220  USGS QUAD   -  TUCSON SW (1992)
 CZ0220
 CZ0220                         *CURRENT SURVEY CONTROL
 CZ0220  ___________________________________________________________________
 CZ0220* NAD 83(1986)-  32 03 47.     (N)    110 57 24.     (W)     SCALED    
 CZ0220* NAVD 88     -       790.957  (meters)    2595.00   (feet)  ADJUSTED  
 CZ0220  ___________________________________________________________________
 CZ0220  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0220  DYNAMIC HT  -         789.838 (meters)    2591.33  (feet)  COMP
 CZ0220  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 CZ0220
 CZ0220  VERT ORDER  -  FIRST     CLASS II
 CZ0220
 CZ0220.The horizontal coordinates were scaled from a topographic map and have
 CZ0220.an estimated accuracy of +/- 6 seconds.
 CZ0220
 CZ0220.The orthometric height was determined by differential leveling
 CZ0220.and adjusted by the National Geodetic Survey in June 1991..
 CZ0220
 CZ0220.The geoid height was determined by GEOID03.
 CZ0220
 CZ0220.The dynamic height is computed by dividing the NAVD 88
 CZ0220.geopotential number by the normal gravity value computed on the
 CZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0220.degrees latitude (g = 980.6199 gals.).
 CZ0220
 CZ0220.The modeled gravity was interpolated from observed gravity values.
 CZ0220
 CZ0220;                    North         East    Units  Estimated Accuracy
 CZ0220;SPC AZ C     -   118,260.      304,000.      MT  (+/- 180 meters Scaled)
 CZ0220
 CZ0220                          SUPERSEDED SURVEY CONTROL
 CZ0220
 CZ0220  NGVD 29 (??/??/92)  790.333  (m)         2592.95   (f) ADJ UNCH    1 2
 CZ0220
 CZ0220.Superseded values are not recommended for survey control.
 CZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0220.See file dsdata.txt to determine how the superseded data were derived.
 CZ0220
 CZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA040474(NAD 83)
 CZ0220_MARKER: DD = SURVEY DISK
 CZ0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0220_SP_SET: CULVERT
 CZ0220_STAMPING: 2590.78 1938 51+53.2
 CZ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0220+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0220
 CZ0220  HISTORY     - Date     Condition        Report By
 CZ0220  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0220  HISTORY     - 1953     GOOD             NGS
 CZ0220  HISTORY     - 1980     GOOD             NGS
 CZ0220  HISTORY     - 19950205 GOOD             USPSQD
 CZ0220  HISTORY     - 19990213 GOOD             USPSQD
 CZ0220  HISTORY     - 20020403 GOOD             USPSQD
 CZ0220  HISTORY     - 20060315 GOOD             USPSQD
 CZ0220
 CZ0220                          STATION DESCRIPTION
 CZ0220
 CZ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0220'7.3 MI N FROM SAHUARITA.
 CZ0220'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0220'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, ABOUT 47
 CZ0220'YARDS WEST OF WOODEN CULVERT 995.46, AT A U.S. HIGHWAY 89 LARGE
 CZ0220'CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CZ0220'WALL, 18.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.8 FEET
 CZ0220'SOUTHEAST OF A HIGHWAY SIGN, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0220
 CZ0220                          STATION RECOVERY (1980)
 CZ0220
 CZ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0220'12 KILOMETERS (7.45 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0220'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF THE
 CZ0220'WEST HEADWALL OF A DOUBLE CHANNEL BOX CULVERT FOR THE HIGHWAY,
 CZ0220'5.7 KILOMETERS (18.6 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0220'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0220
 CZ0220                          STATION RECOVERY (1995)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (1999)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (2002)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (2006)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0472 ***********************************************************************
 DU0472  DESIGNATION -  2592
 DU0472  PID         -  DU0472
 DU0472  STATE/COUNTY-  AZ/PINAL
 DU0472  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0472
 DU0472                         *CURRENT SURVEY CONTROL
 DU0472  ___________________________________________________________________
 DU0472* NAD 83(1986)-  33 17 00.     (N)    111 08 00.     (W)     SCALED    
 DU0472* NAVD 88     -       790.50   (+/-2cm)    2593.5    (feet)  VERTCON   
 DU0472  ___________________________________________________________________
 DU0472  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DU0472
 DU0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0472
 DU0472.The horizontal coordinates were scaled from a topographic map and have
 DU0472.an estimated accuracy of +/- 6 seconds.
 DU0472
 DU0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0472.The vertical order pertains to the NGVD 29 superseded value.
 DU0472
 DU0472.The geoid height was determined by GEOID03.
 DU0472
 DU0472;                    North         East    Units  Estimated Accuracy
 DU0472;SPC AZ C     -   253,450.      286,320.      MT  (+/- 180 meters Scaled)
 DU0472
 DU0472                          SUPERSEDED SURVEY CONTROL
 DU0472
 DU0472  NGVD 29 (??/??/92)  789.851  (m)         2591.37   (f) ADJ UNCH    2 0
 DU0472
 DU0472.Superseded values are not recommended for survey control.
 DU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0472.See file dsdata.txt to determine how the superseded data were derived.
 DU0472
 DU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB875827(NAD 83)
 DU0472_MARKER: B = BOLT
 DU0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0472_SP_SET: BRIDGE
 DU0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0472+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DU0472
 DU0472  HISTORY     - Date     Condition        Report By
 DU0472  HISTORY     - UNK      MONUMENTED       RBNF
 DU0472  HISTORY     - 1935     GOOD             NGS
 DU0472  HISTORY     - 20060115 GOOD             USPSQD
 DU0472
 DU0472                          STATION DESCRIPTION
 DU0472
 DU0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0472'2.4 MI W FROM SUPERIOR.
 DU0472'2.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0472'AT A CONCRETE BRIDGE, AND IN THE TOP OF THE WEST END OF THE SOUTH
 DU0472'HEADWALL.  THE TOP OF THE SQUAREHEAD OF AN IRON BOLT.
 DU0472
 DU0472                          STATION RECOVERY (2006)
 DU0472
 DU0472'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0214 ***********************************************************************
 CZ0214  DESIGNATION -  2594.48
 CZ0214  PID         -  CZ0214
 CZ0214  STATE/COUNTY-  AZ/PIMA
 CZ0214  USGS QUAD   -  TUCSON SW (1992)
 CZ0214
 CZ0214                         *CURRENT SURVEY CONTROL
 CZ0214  ___________________________________________________________________
 CZ0214* NAD 83(1986)-  32 05 01.     (N)    110 57 32.     (W)     SCALED    
 CZ0214* NAVD 88     -       791.292  (meters)    2596.10   (feet)  ADJUSTED  
 CZ0214  ___________________________________________________________________
 CZ0214  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0214  DYNAMIC HT  -         790.177 (meters)    2592.44  (feet)  COMP
 CZ0214  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CZ0214
 CZ0214  VERT ORDER  -  FIRST     CLASS II
 CZ0214
 CZ0214.The horizontal coordinates were scaled from a topographic map and have
 CZ0214.an estimated accuracy of +/- 6 seconds.
 CZ0214
 CZ0214.The orthometric height was determined by differential leveling
 CZ0214.and adjusted by the National Geodetic Survey in June 1991..
 CZ0214
 CZ0214.The geoid height was determined by GEOID03.
 CZ0214
 CZ0214.The dynamic height is computed by dividing the NAVD 88
 CZ0214.geopotential number by the normal gravity value computed on the
 CZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0214.degrees latitude (g = 980.6199 gals.).
 CZ0214
 CZ0214.The modeled gravity was interpolated from observed gravity values.
 CZ0214
 CZ0214;                    North         East    Units  Estimated Accuracy
 CZ0214;SPC AZ C     -   120,540.      303,770.      MT  (+/- 180 meters Scaled)
 CZ0214
 CZ0214                          SUPERSEDED SURVEY CONTROL
 CZ0214
 CZ0214  NGVD 29 (??/??/92)  790.689  (m)         2594.12   (f) ADJ UNCH    1 2
 CZ0214
 CZ0214.Superseded values are not recommended for survey control.
 CZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0214.See file dsdata.txt to determine how the superseded data were derived.
 CZ0214
 CZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038497(NAD 83)
 CZ0214_MARKER: DD = SURVEY DISK
 CZ0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0214_SP_SET: CULVERT
 CZ0214_STAMPING: 3004+72.20 2594.48
 CZ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0214
 CZ0214  HISTORY     - Date     Condition        Report By
 CZ0214  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0214  HISTORY     - 1953     GOOD             NGS
 CZ0214  HISTORY     - 1980     GOOD             NGS
 CZ0214  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0214
 CZ0214                          STATION DESCRIPTION
 CZ0214
 CZ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0214'9.75 MI S FROM TUCSON.
 CZ0214'9.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0214'STATION AT TUCSON, 2 TELEGRAPH POLES SOUTH OF MILEPOLE 994, AT A SMALL
 CZ0214'CONCRETE U. S. HIGHWAY 89 BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 CZ0214'CENTER OF THE EAST CONCRETE HEAD WALL, 109 FEET WEST OF THE WEST RAIL,
 CZ0214'28.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FOOT
 CZ0214'LOWER THAN THE HIGHWAY.
 CZ0214
 CZ0214                          STATION RECOVERY (1980)
 CZ0214
 CZ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0214'15.7 KILOMETERS (9.75 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0214'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF RAILROAD
 CZ0214'MILEPOLE 994, SET IN THE TOP CENTER OF THE EAST HEADWALL OF A
 CZ0214'BOX CULVERT FOR U S HIGHWAY 89, 33.2 METERS (109 FEET) WEST OF
 CZ0214'THE WEST RAIL, 8.6 METERS (28.4 FEET) EAST OF THE CENTERLINE
 CZ0214'OF THE HIGHWAY.
 CZ0214'THE MARK IS 0.6 M BELOW THE HIGHWAY..
 CZ0214
 CZ0214                          STATION RECOVERY (2006)
 CZ0214
 CZ0214'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0214'MARK NOT FOUND. ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0213 ***********************************************************************
 CZ0213  DESIGNATION -  2594.75
 CZ0213  PID         -  CZ0213
 CZ0213  STATE/COUNTY-  AZ/PIMA
 CZ0213  USGS QUAD   -  TUCSON SW (1992)
 CZ0213
 CZ0213                         *CURRENT SURVEY CONTROL
 CZ0213  ___________________________________________________________________
 CZ0213* NAD 83(1986)-  32 05 01.     (N)    110 57 32.     (W)     SCALED    
 CZ0213* NAVD 88     -       791.331  (meters)    2596.23   (feet)  ADJUSTED  
 CZ0213  ___________________________________________________________________
 CZ0213  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0213  DYNAMIC HT  -         790.216 (meters)    2592.57  (feet)  COMP
 CZ0213  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CZ0213
 CZ0213  VERT ORDER  -  FIRST     CLASS II
 CZ0213
 CZ0213.The horizontal coordinates were scaled from a topographic map and have
 CZ0213.an estimated accuracy of +/- 6 seconds.
 CZ0213
 CZ0213.The orthometric height was determined by differential leveling
 CZ0213.and adjusted by the National Geodetic Survey in June 1991..
 CZ0213
 CZ0213.The geoid height was determined by GEOID03.
 CZ0213
 CZ0213.The dynamic height is computed by dividing the NAVD 88
 CZ0213.geopotential number by the normal gravity value computed on the
 CZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0213.degrees latitude (g = 980.6199 gals.).
 CZ0213
 CZ0213.The modeled gravity was interpolated from observed gravity values.
 CZ0213
 CZ0213;                    North         East    Units  Estimated Accuracy
 CZ0213;SPC AZ C     -   120,540.      303,770.      MT  (+/- 180 meters Scaled)
 CZ0213
 CZ0213                          SUPERSEDED SURVEY CONTROL
 CZ0213
 CZ0213  NGVD 29 (??/??/92)  790.726  (m)         2594.24   (f) ADJ UNCH    1 2
 CZ0213
 CZ0213.Superseded values are not recommended for survey control.
 CZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0213.See file dsdata.txt to determine how the superseded data were derived.
 CZ0213
 CZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038497(NAD 83)
 CZ0213_MARKER: B = BOLT
 CZ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0213_SP_SET: CULVERT
 CZ0213_STAMPING: B.M. ELEV. 2594.75 STA. 443+177
 CZ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0213+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0213
 CZ0213  HISTORY     - Date     Condition        Report By
 CZ0213  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0213  HISTORY     - 1953     GOOD             NGS
 CZ0213  HISTORY     - 1980     GOOD             NGS
 CZ0213  HISTORY     - 20060315 GOOD             USPSQD
 CZ0213
 CZ0213                          STATION DESCRIPTION
 CZ0213
 CZ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0213'9.75 MI S FROM TUCSON.
 CZ0213'9.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0213'STATION AT TUCSON, 2 TELEGRAPH POLES SOUTH OF MILEPOLE 994, AT A U.S.
 CZ0213'HIGHWAY 89 SMALL CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTH END OF
 CZ0213'THE WEST CONCRETE HEAD WALL, 55.7 FEET WEST OF THE CENTER LINE OF THE
 CZ0213'HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE FOMER HIGHWAY, AND
 CZ0213'ABOUT LEVEL WITH THE FORMER HIGHWAY.
 CZ0213
 CZ0213                          STATION RECOVERY (1980)
 CZ0213
 CZ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0213'15.7 KILOMETERS (9.75 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0213'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF AND ACROSS
 CZ0213'THE HIGHWAY FROM RAILROAD MILEPOST 994, SET IN TOP OF THE SOUTH
 CZ0213'END OF THE WEST HEADWALL OF A BOX CULVERT FOR U S HIGHWAY 89,
 CZ0213'67.8 METERS (222.5 FEET) SOUTH OF THE HIGHWAY MILEPOST 57,
 CZ0213'16.9 METERS (55.7 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CZ0213'4 METERS (13 FEET) WEST OF THE CENTER OF THE OLD HIGHWAY GRADE,
 CZ0213'THIS BENCH MARK IS A ROUND BOLT WITH ITS STAMPING ON A BRASS
 CZ0213'WASHER.
 CZ0213'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE..
 CZ0213
 CZ0213                          STATION RECOVERY (2006)
 CZ0213
 CZ0213'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0379 ***********************************************************************
 ET0379  DESIGNATION -  2595
 ET0379  PID         -  ET0379
 ET0379  STATE/COUNTY-  AZ/YAVAPAI
 ET0379  USGS QUAD   -  FLORES (1969)
 ET0379
 ET0379                         *CURRENT SURVEY CONTROL
 ET0379  ___________________________________________________________________
 ET0379* NAD 83(1986)-  34 03 43.     (N)    112 49 19.     (W)     SCALED    
 ET0379* NAVD 88     -       794.127  (meters)    2605.40   (feet)  POSTED    
 ET0379  ___________________________________________________________________
 ET0379  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ET0379  DYNAMIC HT  -         793.150 (meters)    2602.19  (feet)  COMP
 ET0379  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 ET0379
 ET0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0379
 ET0379.The horizontal coordinates were scaled from a topographic map and have
 ET0379.an estimated accuracy of +/- 6 seconds.
 ET0379
 ET0379.The orthometric height was determined by differential leveling
 ET0379.and adjusted by the National Geodetic Survey in November 2005..
 ET0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0379.rate of 1.1 thru 2.0 mm/km.
 ET0379
 ET0379.The geoid height was determined by GEOID03.
 ET0379
 ET0379.The dynamic height is computed by dividing the NAVD 88
 ET0379.geopotential number by the normal gravity value computed on the
 ET0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0379.degrees latitude (g = 980.6199 gals.).
 ET0379
 ET0379.The modeled gravity was interpolated from observed gravity values.
 ET0379
 ET0379;                    North         East    Units  Estimated Accuracy
 ET0379;SPC AZ C     -   339,890.      129,790.      MT  (+/- 180 meters Scaled)
 ET0379
 ET0379                          SUPERSEDED SURVEY CONTROL
 ET0379
 ET0379  NGVD 29 (??/??/92)  793.511  (m)         2603.38   (f) ADJ UNCH    2 0
 ET0379
 ET0379.Superseded values are not recommended for survey control.
 ET0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0379.See file dsdata.txt to determine how the superseded data were derived.
 ET0379
 ET0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC318705(NAD 83)
 ET0379_MARKER: P = PIPE CAP
 ET0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0379
 ET0379  HISTORY     - Date     Condition        Report By
 ET0379  HISTORY     - UNK      MONUMENTED       USGS
 ET0379  HISTORY     - 1933     GOOD             NGS
 ET0379
 ET0379                          STATION DESCRIPTION
 ET0379
 ET0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0379'4.9 MI N FROM MATTHIE.
 ET0379'IRON POST, AT SIDE OF A.T. AND S.F. RY., AT FLORES SIDING, 0.1 MILES
 ET0379'SOUTH OF STATION SIGN FLORES, 150 FEET SOUTH OF ROAD CROSSING, 75 FEET
 ET0379'WEST OF RAILROAD CENTERLINE.  NOTE-- CAP POUNDED IN AT TIME OF
 ET0379'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0006 ***********************************************************************
 ET0006  DESIGNATION -  26
 ET0006  PID         -  ET0006
 ET0006  STATE/COUNTY-  AZ/YAVAPAI
 ET0006  USGS QUAD   -  PAULDEN (1979)
 ET0006
 ET0006                         *CURRENT SURVEY CONTROL
 ET0006  ___________________________________________________________________
 ET0006* NAD 83(1986)-  34 55 48.     (N)    112 24 30.     (W)     SCALED    
 ET0006* NAVD 88     -      1425.02   (+/-2cm)    4675.3    (feet)  VERTCON   
 ET0006  ___________________________________________________________________
 ET0006  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 ET0006
 ET0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0006
 ET0006.The horizontal coordinates were scaled from a topographic map and have
 ET0006.an estimated accuracy of +/- 6 seconds.
 ET0006
 ET0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0006.The vertical order pertains to the NGVD 29 superseded value.
 ET0006
 ET0006.The geoid height was determined by GEOID03.
 ET0006
 ET0006;                    North         East    Units  Estimated Accuracy
 ET0006;SPC AZ C     -   435,920.      168,440.      MT  (+/- 180 meters Scaled)
 ET0006
 ET0006                          SUPERSEDED SURVEY CONTROL
 ET0006
 ET0006  NGVD 29 (??/??/92) 1424.210  (m)         4672.60   (f) ADJ UNCH    1 2
 ET0006
 ET0006.Superseded values are not recommended for survey control.
 ET0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0006.See file dsdata.txt to determine how the superseded data were derived.
 ET0006
 ET0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD713661(NAD 83)
 ET0006_MARKER: P = PIPE CAP
 ET0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0006_STAMPING: 26
 ET0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0006
 ET0006  HISTORY     - Date     Condition        Report By
 ET0006  HISTORY     - UNK      MONUMENTED       USGS
 ET0006  HISTORY     - 1933     GOOD             NGS
 ET0006
 ET0006                          STATION DESCRIPTION
 ET0006
 ET0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0006'4.0 MI S FROM DRAKE.
 ET0006'ABOUT 4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0006'FROM DRAKE, YAVAPAI COUNTY, EAST OF A POINT OF U.S. HIGHWAY 89 ABOUT
 ET0006'3.8 MILES SOUTH OF THE JUNCTION OF THE ROAD TO DRAKE, ABOUT 0.3 MILE
 ET0006'SOUTH OF MILEPOST 25, ABOUT 160 FEET SOUTH OF CULVERT A 26, AND 40
 ET0006'FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 ET0006'SURVEY STANDARD CAP, STAMPED 26 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 ET0006'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1608 ***********************************************************************
 DV1608  DESIGNATION -  26 A
 DV1608  PID         -  DV1608
 DV1608  STATE/COUNTY-  AZ/LA PAZ
 DV1608  USGS QUAD   -  HOPE SE (1990)
 DV1608
 DV1608                         *CURRENT SURVEY CONTROL
 DV1608  ___________________________________________________________________
 DV1608* NAD 83(1986)-  33 36 02.     (N)    113 34 01.     (W)     SCALED    
 DV1608* NAVD 88     -       423.32   (+/-2cm)    1388.8    (feet)  VERTCON   
 DV1608  ___________________________________________________________________
 DV1608  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1608
 DV1608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1608
 DV1608.The horizontal coordinates were scaled from a topographic map and have
 DV1608.an estimated accuracy of +/- 6 seconds.
 DV1608
 DV1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1608.The vertical order pertains to the NGVD 29 superseded value.
 DV1608
 DV1608.The geoid height was determined by GEOID03.
 DV1608
 DV1608;                    North         East    Units  Estimated Accuracy
 DV1608;SPC AZ W     -   288,380.      230,350.      MT  (+/- 180 meters Scaled)
 DV1608
 DV1608                          SUPERSEDED SURVEY CONTROL
 DV1608
 DV1608  NGVD 29 (??/??/92)  422.636  (m)         1386.60   (f) ADJ UNCH    2 0
 DV1608
 DV1608.Superseded values are not recommended for survey control.
 DV1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1608.See file dsdata.txt to determine how the superseded data were derived.
 DV1608
 DV1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618208(NAD 83)
 DV1608_MARKER: DD = SURVEY DISK
 DV1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1608_STAMPING: 26 A 1962
 DV1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1608+STABILITY: SURFACE MOTION
 DV1608
 DV1608  HISTORY     - Date     Condition        Report By
 DV1608  HISTORY     - 1962     MONUMENTED       AZHD
 DV1608  HISTORY     - 19870204 GOOD             USGS
 DV1608
 DV1608                          STATION DESCRIPTION
 DV1608
 DV1608'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1608'17.3 MI SE FROM SALOME.
 DV1608'0.5 MILE EAST-SOUTHEAST OF W 396 26, AN ARIZONA HIGHWAY DEPARTMENT
 DV1608'DISK STAMPED 26 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1608'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1608'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1608
 DV1608                          STATION RECOVERY (1987)
 DV1608
 DV1608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0816 ***********************************************************************
 FQ0816  DESIGNATION -  26 BKC
 FQ0816  PID         -  FQ0816
 FQ0816  STATE/COUNTY-  AZ/COCONINO
 FQ0816  USGS QUAD   -  WUPATKI SW (1969)
 FQ0816
 FQ0816                         *CURRENT SURVEY CONTROL
 FQ0816  ___________________________________________________________________
 FQ0816* NAD 83(1986)-  35 32 22.     (N)    111 22 39.     (W)     SCALED    
 FQ0816* NAVD 88     -      1468.672  (meters)    4818.47   (feet)  POSTED    
 FQ0816  ___________________________________________________________________
 FQ0816  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0816  DYNAMIC HT  -        1466.790 (meters)    4812.29  (feet)  COMP
 FQ0816  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 FQ0816
 FQ0816  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0816
 FQ0816.The horizontal coordinates were scaled from a topographic map and have
 FQ0816.an estimated accuracy of +/- 6 seconds.
 FQ0816
 FQ0816.The orthometric height was determined by differential leveling
 FQ0816.and adjusted by the National Geodetic Survey in 1992..
 FQ0816.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0816.rate of 0.0 thru 1.0 mm/km.
 FQ0816
 FQ0816.The geoid height was determined by GEOID03.
 FQ0816
 FQ0816.The dynamic height is computed by dividing the NAVD 88
 FQ0816.geopotential number by the normal gravity value computed on the
 FQ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0816.degrees latitude (g = 980.6199 gals.).
 FQ0816
 FQ0816.The modeled gravity was interpolated from observed gravity values.
 FQ0816
 FQ0816;                    North         East    Units  Estimated Accuracy
 FQ0816;SPC AZ C     -   503,550.      262,250.      MT  (+/- 180 meters Scaled)
 FQ0816
 FQ0816                          SUPERSEDED SURVEY CONTROL
 FQ0816
 FQ0816.No superseded survey control is available for this station.
 FQ0816
 FQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE657329(NAD 83)
 FQ0816_MARKER: DB = BENCH MARK DISK
 FQ0816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0816_SP_SET: COPPER-CLAD STEEL ROD
 FQ0816_STAMPING: 26 BKC 1968 4815
 FQ0816_MARK LOGO: USGS  
 FQ0816_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0816+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0816
 FQ0816  HISTORY     - Date     Condition        Report By
 FQ0816  HISTORY     - 1968     MONUMENTED       USGS
 FQ0816
 FQ0816                          STATION DESCRIPTION
 FQ0816
 FQ0816'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0816'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0816'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0816'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 1.9
 FQ0816'MILES NORTHWEST ALONG THE PARK SERVICE ROAD, 87 FEET SOUTH OF THE
 FQ0816'ROAD, 1 FOOT NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0816'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0788 ***********************************************************************
 FQ0788  DESIGNATION -  26 HLS
 FQ0788  PID         -  FQ0788
 FQ0788  STATE/COUNTY-  AZ/NAVAJO
 FQ0788  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0788
 FQ0788                         *CURRENT SURVEY CONTROL
 FQ0788  ___________________________________________________________________
 FQ0788* NAD 83(1986)-  35 09 35.     (N)    110 08 11.     (W)     SCALED    
 FQ0788* NAVD 88     -      1668.896  (meters)    5475.37   (feet)  ADJUSTED  
 FQ0788  ___________________________________________________________________
 FQ0788  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0788  DYNAMIC HT  -        1666.659 (meters)    5468.03  (feet)  COMP
 FQ0788  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 FQ0788
 FQ0788  VERT ORDER  -  THIRD
 FQ0788
 FQ0788.The horizontal coordinates were scaled from a topographic map and have
 FQ0788.an estimated accuracy of +/- 6 seconds.
 FQ0788
 FQ0788.The orthometric height was determined by differential leveling
 FQ0788.and adjusted by the National Geodetic Survey in June 1991..
 FQ0788
 FQ0788.The geoid height was determined by GEOID03.
 FQ0788
 FQ0788.The dynamic height is computed by dividing the NAVD 88
 FQ0788.geopotential number by the normal gravity value computed on the
 FQ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0788.degrees latitude (g = 980.6199 gals.).
 FQ0788
 FQ0788.The modeled gravity was interpolated from observed gravity values.
 FQ0788
 FQ0788;                    North         East    Units  Estimated Accuracy
 FQ0788;SPC AZ E     -   461,290.      216,120.      MT  (+/- 180 meters Scaled)
 FQ0788
 FQ0788                          SUPERSEDED SURVEY CONTROL
 FQ0788
 FQ0788.No superseded survey control is available for this station.
 FQ0788
 FQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD786910(NAD 83)
 FQ0788_MARKER: DB = BENCH MARK DISK
 FQ0788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0788_SP_SET: COPPER-CLAD STEEL ROD
 FQ0788_STAMPING: 26 HLS 1970 5473
 FQ0788_MARK LOGO: USGS  
 FQ0788_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0788+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0788
 FQ0788  HISTORY     - Date     Condition        Report By
 FQ0788  HISTORY     - 1970     MONUMENTED       USGS
 FQ0788
 FQ0788                          STATION DESCRIPTION
 FQ0788
 FQ0788'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0788'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0788'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0788'HIGHWAY 77, THENCE 3.2 MILES WEST ALONG A ROAD, 42 FEET NORTH OF THE
 FQ0788'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.  A
 FQ0788'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0475 ***********************************************************************
 FS0475  DESIGNATION -  26 L
 FS0475  PID         -  FS0475
 FS0475  STATE/COUNTY-  AZ/MOHAVE
 FS0475  USGS QUAD   -  MT TIPTON NW (1980)
 FS0475
 FS0475                         *CURRENT SURVEY CONTROL
 FS0475  ___________________________________________________________________
 FS0475* NAD 83(1986)-  35 38 31.     (N)    114 14 24.     (W)     SCALED    
 FS0475* NAVD 88     -      1082.383  (meters)    3551.12   (feet)  POSTED    
 FS0475  ___________________________________________________________________
 FS0475  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FS0475  DYNAMIC HT  -        1081.140 (meters)    3547.04  (feet)  COMP
 FS0475  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 FS0475
 FS0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0475
 FS0475.The horizontal coordinates were scaled from a topographic map and have
 FS0475.an estimated accuracy of +/- 6 seconds.
 FS0475
 FS0475.The orthometric height was determined by differential leveling
 FS0475.and adjusted by the National Geodetic Survey in 1992..
 FS0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0475.rate of 0.0 thru 1.0 mm/km.
 FS0475
 FS0475.The geoid height was determined by GEOID03.
 FS0475
 FS0475.The dynamic height is computed by dividing the NAVD 88
 FS0475.geopotential number by the normal gravity value computed on the
 FS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0475.degrees latitude (g = 980.6199 gals.).
 FS0475
 FS0475.The modeled gravity was interpolated from observed gravity values.
 FS0475
 FS0475;                    North         East    Units  Estimated Accuracy
 FS0475;SPC AZ W     -   514,920.      168,980.      MT  (+/- 180 meters Scaled)
 FS0475
 FS0475                          SUPERSEDED SURVEY CONTROL
 FS0475
 FS0475  NGVD 29 (??/??/92) 1081.592  (m)         3548.52   (f) ADJ UNCH    1 1
 FS0475
 FS0475.Superseded values are not recommended for survey control.
 FS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0475.See file dsdata.txt to determine how the superseded data were derived.
 FS0475
 FS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV499477(NAD 83)
 FS0475_MARKER: DB = BENCH MARK DISK
 FS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0475_STAMPING: 26 L 1938
 FS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0475+STABILITY: SURFACE MOTION
 FS0475
 FS0475  HISTORY     - Date     Condition        Report By
 FS0475  HISTORY     - 1938     MONUMENTED       USGS
 FS0475  HISTORY     - 1950     GOOD             NGS
 FS0475  HISTORY     - 20050424 MARK NOT FOUND   INDIV
 FS0475
 FS0475                          STATION DESCRIPTION
 FS0475
 FS0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0475'21.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0475'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0475'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 10.4 MILES
 FS0475'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.6 MILE
 FS0475'SOUTHWEST OF THE INTERSECTION OF AN EAST-WEST CROSS ROAD, ON THE
 FS0475'WEST SIDE OF A SMALL HILL, 35 FEET SOUTHEAST OF THE CENTER LINE
 FS0475'OF THE ROAD, 16 FEET SOUTH OF A LARGE YUCCA TREE BEARING A METAL
 FS0475'TAG STAMPED 3548, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 FS0475'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0475'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0475
 FS0475                          STATION RECOVERY (2005)
 FS0475
 FS0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0475'FOUND THE WITNESS POST PARTIALLY BURIED IN THE EARTH CURL AT THE SIDE
 FS0475'OF THE ROAD FROM A PREVIOUS GRADING OF THE ROAD.  THE MARK MAY BE
 FS0475'BURRIED.
 FS0475' 
 FS0475'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0475'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0475'IS 10.4 MILES NE ALONG PIERCE FERRY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0287 ***********************************************************************
 DB0287  DESIGNATION -  26 M
 DB0287  PID         -  DB0287
 DB0287  STATE/COUNTY-  AZ/YUMA
 DB0287  USGS QUAD   -  DOME (1991)
 DB0287
 DB0287                         *CURRENT SURVEY CONTROL
 DB0287  ___________________________________________________________________
 DB0287* NAD 83(1986)-  32 45 19.     (N)    114 21 43.     (W)     SCALED    
 DB0287* NAVD 88     -        57.93   (+/-2cm)     190.1    (feet)  VERTCON   
 DB0287  ___________________________________________________________________
 DB0287  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0287
 DB0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0287
 DB0287.The horizontal coordinates were scaled from a topographic map and have
 DB0287.an estimated accuracy of +/- 6 seconds.
 DB0287
 DB0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0287.The vertical order pertains to the NGVD 29 superseded value.
 DB0287
 DB0287.The geoid height was determined by GEOID03.
 DB0287
 DB0287;                    North         East    Units  Estimated Accuracy
 DB0287;SPC AZ W     -   194,790.      156,020.      MT  (+/- 180 meters Scaled)
 DB0287
 DB0287                          SUPERSEDED SURVEY CONTROL
 DB0287
 DB0287  NGVD 29 (??/??/??)   57.273  (m)          187.90   (f) ADJUSTED    1 2
 DB0287
 DB0287.Superseded values are not recommended for survey control.
 DB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0287.See file dsdata.txt to determine how the superseded data were derived.
 DB0287
 DB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS471272(NAD 83)
 DB0287_MARKER: DD = SURVEY DISK
 DB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0287_STAMPING: 187.903 26 M 1925
 DB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0287+STABILITY: SURFACE MOTION
 DB0287
 DB0287  HISTORY     - Date     Condition        Report By
 DB0287  HISTORY     - 1925     MONUMENTED       USGS
 DB0287  HISTORY     - 1935     GOOD             NGS
 DB0287  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0287
 DB0287                          STATION DESCRIPTION
 DB0287
 DB0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0287'AT DOME.
 DB0287'AT DOME, YUMA COUNTY, AT THE SOUTHEAST CORNER OF THE DOME SUPPLY
 DB0287'CO. STORE, AT THE POST OFFICE ENTRANCE, AND 55 FEET NORTH OF THE
 DB0287'CENTERLINE OF A HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DB0287'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 DB0287
 DB0287                          STATION RECOVERY (2004)
 DB0287
 DB0287'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0453 ***********************************************************************
 CY0453  DESIGNATION -  26 RS
 CY0453  PID         -  CY0453
 CY0453  STATE/COUNTY-  AZ/COCHISE
 CY0453  USGS QUAD   -  LUZENA (1979)
 CY0453
 CY0453                         *CURRENT SURVEY CONTROL
 CY0453  ___________________________________________________________________
 CY0453* NAD 83(1986)-  32 20 09.     (N)    109 31 10.     (W)     SCALED    
 CY0453* NAVD 88     -      1165.43   (+/-2cm)    3823.6    (feet)  VERTCON   
 CY0453  ___________________________________________________________________
 CY0453  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0453
 CY0453  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0453
 CY0453.The horizontal coordinates were scaled from a topographic map and have
 CY0453.an estimated accuracy of +/- 6 seconds.
 CY0453
 CY0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0453.The vertical order pertains to the NGVD 29 superseded value.
 CY0453
 CY0453.The geoid height was determined by GEOID03.
 CY0453
 CY0453;                    North         East    Units  Estimated Accuracy
 CY0453;SPC AZ E     -   148,290.      274,290.      MT  (+/- 180 meters Scaled)
 CY0453
 CY0453                          SUPERSEDED SURVEY CONTROL
 CY0453
 CY0453  NGVD 29 (??/??/92) 1164.683  (m)         3821.13   (f) ADJ UNCH    1 2
 CY0453
 CY0453.Superseded values are not recommended for survey control.
 CY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0453.See file dsdata.txt to determine how the superseded data were derived.
 CY0453
 CY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA393786(NAD 83)
 CY0453_MARKER: DD = SURVEY DISK
 CY0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0453_STAMPING: 26 R S 1941 3821 FEET
 CY0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0453+STABILITY: SURFACE MOTION
 CY0453
 CY0453  HISTORY     - Date     Condition        Report By
 CY0453  HISTORY     - 1941     MONUMENTED       USGS
 CY0453  HISTORY     - 1953     GOOD             NGS
 CY0453
 CY0453                          STATION DESCRIPTION
 CY0453
 CY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0453'1.9 MI W FROM BOWIE.
 CY0453'1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0453'BOWIE, 94 FEET NORTH OF THE NORTH RAIL, 83 FEET SOUTHEAST OF THE
 CY0453'SOUTHEAST CORNER OF A CATTLE GUARD, 36 FEET SOUTH OF THE CENTER LINE
 CY0453'OF A GRADED DIRT ROAD, 1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CY0453'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0530 ***********************************************************************
 FS0530  DESIGNATION -  2604.86
 FS0530  PID         -  FS0530
 FS0530  STATE/COUNTY-  AZ/MOHAVE
 FS0530  USGS QUAD   -  KINGMAN SE (1980)
 FS0530
 FS0530                         *CURRENT SURVEY CONTROL
 FS0530  ___________________________________________________________________
 FS0530* NAD 83(1986)-  35 04 55.     (N)    114 07 15.     (W)     SCALED    
 FS0530* NAVD 88     -       794.648  (meters)    2607.11   (feet)  POSTED    
 FS0530  ___________________________________________________________________
 FS0530  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FS0530  DYNAMIC HT  -         793.740 (meters)    2604.13  (feet)  COMP
 FS0530  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 FS0530
 FS0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0530
 FS0530.The horizontal coordinates were scaled from a topographic map and have
 FS0530.an estimated accuracy of +/- 6 seconds.
 FS0530
 FS0530.The orthometric height was determined by differential leveling
 FS0530.and adjusted by the National Geodetic Survey in 1992..
 FS0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0530.rate of 0.0 thru 1.0 mm/km.
 FS0530
 FS0530.The geoid height was determined by GEOID03.
 FS0530
 FS0530.The dynamic height is computed by dividing the NAVD 88
 FS0530.geopotential number by the normal gravity value computed on the
 FS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0530.degrees latitude (g = 980.6199 gals.).
 FS0530
 FS0530.The modeled gravity was interpolated from observed gravity values.
 FS0530
 FS0530;                    North         East    Units  Estimated Accuracy
 FS0530;SPC AZ W     -   452,740.      179,540.      MT  (+/- 180 meters Scaled)
 FS0530
 FS0530                          SUPERSEDED SURVEY CONTROL
 FS0530
 FS0530  NGVD 29 (??/??/92)  793.892  (m)         2604.63   (f) ADJ UNCH    2 0
 FS0530
 FS0530.Superseded values are not recommended for survey control.
 FS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0530.See file dsdata.txt to determine how the superseded data were derived.
 FS0530
 FS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625859(NAD 83)
 FS0530_MARKER: DD = SURVEY DISK
 FS0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0530_SP_SET: BRIDGE
 FS0530_STAMPING: 2604.86 2101X5030 1949
 FS0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0530
 FS0530  HISTORY     - Date     Condition        Report By
 FS0530  HISTORY     - 1949     MONUMENTED       AZHD
 FS0530  HISTORY     - 1961     GOOD             NGS
 FS0530  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0530
 FS0530                          STATION DESCRIPTION
 FS0530
 FS0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0530'9.3 MI SSW FROM KINGMAN.
 FS0530'ABOUT 9.3 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 FS0530'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET IN
 FS0530'THE TOP OF THE SOUTH END OF THE EAST CURB OF A 140 FOOT CONCRETE
 FS0530'BRIDGE WITH 5 OPENINGS, 15 FEET EAST OF THE CENTER LINE OF THE
 FS0530'HIGHWAY AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FS0530
 FS0530                          STATION RECOVERY (1981)
 FS0530
 FS0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0530'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0529 ***********************************************************************
 FS0529  DESIGNATION -  2604.86 RESET
 FS0529  PID         -  FS0529
 FS0529  STATE/COUNTY-  AZ/MOHAVE
 FS0529  USGS QUAD   -  KINGMAN SE (1980)
 FS0529
 FS0529                         *CURRENT SURVEY CONTROL
 FS0529  ___________________________________________________________________
 FS0529* NAD 83(1986)-  35 04 55.     (N)    114 07 15.     (W)     SCALED    
 FS0529* NAVD 88     -       794.25   (+/-2cm)    2605.8    (feet)  VERTCON   
 FS0529  ___________________________________________________________________
 FS0529  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FS0529
 FS0529  VERT ORDER  -  THIRD (See Below)
 FS0529
 FS0529.The horizontal coordinates were scaled from a topographic map and have
 FS0529.an estimated accuracy of +/- 6 seconds.
 FS0529
 FS0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0529.The vertical order pertains to the NGVD 29 superseded value.
 FS0529
 FS0529.The geoid height was determined by GEOID03.
 FS0529
 FS0529;                    North         East    Units  Estimated Accuracy
 FS0529;SPC AZ W     -   452,740.      179,540.      MT  (+/- 180 meters Scaled)
 FS0529
 FS0529                          SUPERSEDED SURVEY CONTROL
 FS0529
 FS0529  NGVD 29 (03/28/06)  793.49   (m)         2603.3    (f) RESET       3  
 FS0529
 FS0529.Superseded values are not recommended for survey control.
 FS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0529.See file dsdata.txt to determine how the superseded data were derived.
 FS0529
 FS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625859(NAD 83)
 FS0529_MARKER: DB = BENCH MARK DISK
 FS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0529_STAMPING: 2604.86 AHD RESET
 FS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0529+STABILITY: SURFACE MOTION
 FS0529
 FS0529  HISTORY     - Date     Condition        Report By
 FS0529  HISTORY     - 1973     MONUMENTED       NGS
 FS0529  HISTORY     - 1973     GOOD             NGS
 FS0529
 FS0529                          STATION DESCRIPTION
 FS0529
 FS0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0529'9.3 MI SSW FROM KINGMAN.
 FS0529'ABOUT 9.3 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0529'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0529'STATION IN KINGMAN.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0529'WHICH PROJECTS 1 1/2 INCHES.  ABOUT 80 YARDS EAST OF A HIGHWAY
 FS0529'BRIDGE WITH 5 OPENINGS, 75 YARDS SOUTH OF A LARGE WASH, 35 YARDS
 FS0529'NORTH OF A SMALL WASH, 30 FEET SOUTH OF HIGHWAY POT 2130+00, 4
 FS0529'FEET EAST OF TELEPHONE LINES AND 3 FEET SOUTHWEST OF AN ANGLE
 FS0529'IN RIGHT OF WAY FENCE LINE.  NOTE-- 2604.86 (AHD) WAS NOT
 FS0529'REMOVED FROM BRIDGE WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0641 ***********************************************************************
 ET0641  DESIGNATION -  2607.45
 ET0641  PID         -  ET0641
 ET0641  STATE/COUNTY-  AZ/YAVAPAI
 ET0641  USGS QUAD   -  THORN PEAK (1967)
 ET0641
 ET0641                         *CURRENT SURVEY CONTROL
 ET0641  ___________________________________________________________________
 ET0641* NAD 83(1986)-  34 27 53.     (N)    113 13 24.     (W)     SCALED    
 ET0641* NAVD 88     -       795.387  (meters)    2609.53   (feet)  POSTED    
 ET0641  ___________________________________________________________________
 ET0641  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0641  DYNAMIC HT  -         794.430 (meters)    2606.39  (feet)  COMP
 ET0641  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 ET0641
 ET0641  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0641
 ET0641.The horizontal coordinates were scaled from a topographic map and have
 ET0641.an estimated accuracy of +/- 6 seconds.
 ET0641
 ET0641.The orthometric height was determined by differential leveling
 ET0641.and adjusted by the National Geodetic Survey in November 2005..
 ET0641.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0641.rate of 2.1 thru 3.0 mm/km.
 ET0641
 ET0641.The geoid height was determined by GEOID03.
 ET0641
 ET0641.The dynamic height is computed by dividing the NAVD 88
 ET0641.geopotential number by the normal gravity value computed on the
 ET0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0641.degrees latitude (g = 980.6199 gals.).
 ET0641
 ET0641.The modeled gravity was interpolated from observed gravity values.
 ET0641
 ET0641;                    North         East    Units  Estimated Accuracy
 ET0641;SPC AZ C     -   384,970.       93,310.      MT  (+/- 180 meters Scaled)
 ET0641
 ET0641                          SUPERSEDED SURVEY CONTROL
 ET0641
 ET0641  NGVD 29 (??/??/92)  794.677  (m)         2607.20   (f) ADJ UNCH    1 2
 ET0641
 ET0641.Superseded values are not recommended for survey control.
 ET0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0641.See file dsdata.txt to determine how the superseded data were derived.
 ET0641
 ET0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD957159(NAD 83)
 ET0641_MARKER: Q = CHISELED SQUARE
 ET0641_SETTING: 66 = SET IN ROCK OUTCROP
 ET0641_SP_SET: SMALL ROCK
 ET0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0641+STABILITY: POSITION/ELEVATION WELL
 ET0641
 ET0641  HISTORY     - Date     Condition        Report By
 ET0641  HISTORY     - UNK      MONUMENTED       USGS
 ET0641  HISTORY     - 1950     GOOD             NGS
 ET0641
 ET0641                          STATION DESCRIPTION
 ET0641
 ET0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0641'14.5 MI S FROM BAGDAD.
 ET0641'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0641'AT BAGDAD, THENCE 7.7 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, ON A
 ET0641'SHORT STEEP GRADE, ON THE OUTSIDE OF THE APPROXIMATE CENTER OF A U
 ET0641'CURVE, ON THE TOP OF A SMALL ROCK FLUSH WITH THE GROUND, 35 FEET
 ET0641'SOUTHWEST OF AN 8-INCH PALO VERDE TREE, 28 FEET SOUTHEAST OF THE
 ET0641'CENTER LINE OF THE ROAD, 25 FEET WEST OF THE TOP OF THE WEST HIGH BANK
 ET0641'OF A WIDE DRY WASH, 2 FEET SOUTHWEST OF A CAIRN, AND ABOUT LEVEL WITH
 ET0641'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0530 ***********************************************************************
 CZ0530  DESIGNATION -  261+04.8
 CZ0530  PID         -  CZ0530
 CZ0530  STATE/COUNTY-  AZ/PIMA
 CZ0530  USGS QUAD   -  JAYNES (1992)
 CZ0530
 CZ0530                         *CURRENT SURVEY CONTROL
 CZ0530  ___________________________________________________________________
 CZ0530* NAD 83(1986)-  32 22 08.     (N)    111 05 56.     (W)     SCALED    
 CZ0530* NAVD 88     -       651.737  (meters)    2138.24   (feet)  ADJUSTED  
 CZ0530  ___________________________________________________________________
 CZ0530  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0530  DYNAMIC HT  -         650.864 (meters)    2135.38  (feet)  COMP
 CZ0530  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 CZ0530
 CZ0530  VERT ORDER  -  FIRST     CLASS II
 CZ0530
 CZ0530.The horizontal coordinates were scaled from a topographic map and have
 CZ0530.an estimated accuracy of +/- 6 seconds.
 CZ0530
 CZ0530.The orthometric height was determined by differential leveling
 CZ0530.and adjusted by the National Geodetic Survey in June 1991..
 CZ0530
 CZ0530.The geoid height was determined by GEOID03.
 CZ0530
 CZ0530.The dynamic height is computed by dividing the NAVD 88
 CZ0530.geopotential number by the normal gravity value computed on the
 CZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0530.degrees latitude (g = 980.6199 gals.).
 CZ0530
 CZ0530.The modeled gravity was interpolated from observed gravity values.
 CZ0530
 CZ0530;                    North         East    Units  Estimated Accuracy
 CZ0530;SPC AZ C     -   152,060.      290,320.      MT  (+/- 180 meters Scaled)
 CZ0530
 CZ0530                          SUPERSEDED SURVEY CONTROL
 CZ0530
 CZ0530  NGVD 29 (??/??/92)  651.084  (m)         2136.10   (f) ADJ UNCH    1 2
 CZ0530
 CZ0530.Superseded values are not recommended for survey control.
 CZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0530.See file dsdata.txt to determine how the superseded data were derived.
 CZ0530
 CZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA906813(NAD 83)
 CZ0530_MARKER: DD = SURVEY DISK
 CZ0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0530_SP_SET: CURB
 CZ0530_STAMPING: 2136.58 261.04.8
 CZ0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0530
 CZ0530  HISTORY     - Date     Condition        Report By
 CZ0530  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0530  HISTORY     - 1951     GOOD             NGS
 CZ0530  HISTORY     - 1980     GOOD             NGS
 CZ0530
 CZ0530                          STATION DESCRIPTION
 CZ0530
 CZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0530'1.1 MI NW FROM CORTARO.
 CZ0530'1.1 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0530'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 3 POLES
 CZ0530'SOUTHEAST OF MILE POLE 971, AT RAILROAD MILEAGE 971.13, IN TOP OF THE
 CZ0530'APPROXIMATE CENTER OF THE NORTHEAST CURBING OF A SMALL HIGHWAY BRIDGE,
 CZ0530'60.4 FEET WEST OF TELEGRAPH POLE 11380, 16 1/2 FEET NORTHEAST OF THE
 CZ0530'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY IN
 CZ0530'ELEVATION.
 CZ0530
 CZ0530                          STATION RECOVERY (1980)
 CZ0530
 CZ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0530'20.5 KILOMETERS (12.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0530'RAILROAD FROM THE STATION AT TUCSON, 1.3 KILOMETERS (0.9 MILE)
 CZ0530'NORTHWEST OF THE CORTARO ROAD OVERPASS, 3 POLES SOUTHWEST OF MILE
 CZ0530'POST 971, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A
 CZ0530'CONCRETE CULVERT UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET)
 CZ0530'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 4.9 METERS
 CZ0530'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0530'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0222 ***********************************************************************
 CZ0222  DESIGNATION -  2612.19
 CZ0222  PID         -  CZ0222
 CZ0222  STATE/COUNTY-  AZ/PIMA
 CZ0222  USGS QUAD   -  TUCSON SW (1992)
 CZ0222
 CZ0222                         *CURRENT SURVEY CONTROL
 CZ0222  ___________________________________________________________________
 CZ0222* NAD 83(1986)-  32 02 51.     (N)    110 57 04.     (W)     SCALED    
 CZ0222* NAVD 88     -       797.523  (meters)    2616.54   (feet)  ADJUSTED  
 CZ0222  ___________________________________________________________________
 CZ0222  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0222  DYNAMIC HT  -         796.392 (meters)    2612.83  (feet)  COMP
 CZ0222  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 CZ0222
 CZ0222  VERT ORDER  -  FIRST     CLASS II
 CZ0222
 CZ0222.The horizontal coordinates were scaled from a topographic map and have
 CZ0222.an estimated accuracy of +/- 6 seconds.
 CZ0222
 CZ0222.The orthometric height was determined by differential leveling
 CZ0222.and adjusted by the National Geodetic Survey in June 1991..
 CZ0222
 CZ0222.The geoid height was determined by GEOID03.
 CZ0222
 CZ0222.The dynamic height is computed by dividing the NAVD 88
 CZ0222.geopotential number by the normal gravity value computed on the
 CZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0222.degrees latitude (g = 980.6199 gals.).
 CZ0222
 CZ0222.The modeled gravity was interpolated from observed gravity values.
 CZ0222
 CZ0222;                    North         East    Units  Estimated Accuracy
 CZ0222;SPC AZ C     -   116,540.      304,540.      MT  (+/- 180 meters Scaled)
 CZ0222
 CZ0222                          SUPERSEDED SURVEY CONTROL
 CZ0222
 CZ0222  NGVD 29 (??/??/92)  796.870  (m)         2614.40   (f) ADJ UNCH    1 2
 CZ0222
 CZ0222.Superseded values are not recommended for survey control.
 CZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0222.See file dsdata.txt to determine how the superseded data were derived.
 CZ0222
 CZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA046457(NAD 83)
 CZ0222_MARKER: DD = SURVEY DISK
 CZ0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0222_SP_SET: CULVERT
 CZ0222_STAMPING: 2612.19 1938 109+65.2
 CZ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0222+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0222
 CZ0222  HISTORY     - Date     Condition        Report By
 CZ0222  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0222  HISTORY     - 1953     GOOD             NGS
 CZ0222  HISTORY     - 1980     GOOD             NGS
 CZ0222  HISTORY     - 19950205 GOOD             USPSQD
 CZ0222  HISTORY     - 19990213 GOOD             USPSQD
 CZ0222  HISTORY     - 20020407 GOOD             USPSQD
 CZ0222  HISTORY     - 20060316 GOOD             USPSQD
 CZ0222
 CZ0222                          STATION DESCRIPTION
 CZ0222
 CZ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0222'6.15 MI N FROM SAHUARITA.
 CZ0222'6.15 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0222'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.6 FEET
 CZ0222'SOUTHWEST OF THE WEST RAIL AT THE NORTH END OF RAILROAD BRIDGE 996.58,
 CZ0222'AT A LARGE U. S. HIGHWAY CONCRETE BOX CULVERT, IN THE TOP OF THE
 CZ0222'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 18.7 FEET SOUTHWEST
 CZ0222'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0222'HIGHWAY.
 CZ0222
 CZ0222                          STATION RECOVERY (1980)
 CZ0222
 CZ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0222'10.2 KILOMETERS (6.35 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0222'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0222'THE WEST HEADWALL OF A DOUBLE CHANNEL HIGHWAY BRIDGE, 5.7 METERS
 CZ0222'(18.7 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0222'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0222
 CZ0222                          STATION RECOVERY (1995)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (1999)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (2002)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (2006)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0221 ***********************************************************************
 CZ0221  DESIGNATION -  2614.39
 CZ0221  PID         -  CZ0221
 CZ0221  STATE/COUNTY-  AZ/PIMA
 CZ0221  USGS QUAD   -  TUCSON SW (1992)
 CZ0221
 CZ0221                         *CURRENT SURVEY CONTROL
 CZ0221  ___________________________________________________________________
 CZ0221* NAD 83(1986)-  32 02 36.     (N)    110 56 59.     (W)     SCALED    
 CZ0221* NAVD 88     -       798.212  (meters)    2618.80   (feet)  ADJUSTED  
 CZ0221  ___________________________________________________________________
 CZ0221  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0221  DYNAMIC HT  -         797.080 (meters)    2615.09  (feet)  COMP
 CZ0221  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 CZ0221
 CZ0221  VERT ORDER  -  FIRST     CLASS II
 CZ0221
 CZ0221.The horizontal coordinates were scaled from a topographic map and have
 CZ0221.an estimated accuracy of +/- 6 seconds.
 CZ0221
 CZ0221.The orthometric height was determined by differential leveling
 CZ0221.and adjusted by the National Geodetic Survey in June 1991..
 CZ0221
 CZ0221.The geoid height was determined by GEOID03.
 CZ0221
 CZ0221.The dynamic height is computed by dividing the NAVD 88
 CZ0221.geopotential number by the normal gravity value computed on the
 CZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0221.degrees latitude (g = 980.6199 gals.).
 CZ0221
 CZ0221.The modeled gravity was interpolated from observed gravity values.
 CZ0221
 CZ0221;                    North         East    Units  Estimated Accuracy
 CZ0221;SPC AZ C     -   116,080.      304,680.      MT  (+/- 180 meters Scaled)
 CZ0221
 CZ0221                          SUPERSEDED SURVEY CONTROL
 CZ0221
 CZ0221  NGVD 29 (??/??/92)  797.551  (m)         2616.63   (f) ADJ UNCH    1 2
 CZ0221
 CZ0221.Superseded values are not recommended for survey control.
 CZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0221.See file dsdata.txt to determine how the superseded data were derived.
 CZ0221
 CZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047452(NAD 83)
 CZ0221_MARKER: DD = SURVEY DISK
 CZ0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0221_SP_SET: CULVERT
 CZ0221_STAMPING: 2614.39 1938 125+08.8
 CZ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0221+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0221
 CZ0221  HISTORY     - Date     Condition        Report By
 CZ0221  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0221  HISTORY     - 1953     GOOD             NGS
 CZ0221  HISTORY     - 1980     GOOD             NGS
 CZ0221  HISTORY     - 19950205 GOOD             USPSQD
 CZ0221  HISTORY     - 20020407 GOOD             USPSQD
 CZ0221  HISTORY     - 20060316 GOOD             USPSQD
 CZ0221
 CZ0221                          STATION DESCRIPTION
 CZ0221
 CZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0221'5.85 MI N FROM SAHUARITA.
 CZ0221'5.85 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0221'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.7 FEET
 CZ0221'SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTHWEST END OF RAILROAD
 CZ0221'BRIDGE 996.87, AT THE NORTHWEST ONE OF TWO U.S. HIGHWAY CONCRETE BOX
 CZ0221'CULVERTS, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CZ0221'HEAD WALL, 18.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0221'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0221
 CZ0221                          STATION RECOVERY (1980)
 CZ0221
 CZ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0221'9.7 KILOMETERS (6.05 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0221'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0221'THE WEST HEADWALL OF A 1.2 X 4.6 METER (4 X 15 FOOT) BOX CULVERT
 CZ0221'FOR THE HIGHWAY, 0.2 KILOMETER (0.1 MILE) NORTH OF HIGHWAY
 CZ0221'MILEPOST 54, 5.6 METERS (18.4 FEET) WEST OF THE HIGHWAY CENTER-
 CZ0221'LINE.
 CZ0221'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0221
 CZ0221                          STATION RECOVERY (1995)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0221'RECOVERED IN GOOD CONDITION.
 CZ0221
 CZ0221                          STATION RECOVERY (2002)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0221'RECOVERED IN GOOD CONDITION.
 CZ0221
 CZ0221                          STATION RECOVERY (2006)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0221'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0224 ***********************************************************************
 CZ0224  DESIGNATION -  2616.64
 CZ0224  PID         -  CZ0224
 CZ0224  STATE/COUNTY-  AZ/PIMA
 CZ0224  USGS QUAD   -  TUCSON SW (1992)
 CZ0224
 CZ0224                         *CURRENT SURVEY CONTROL
 CZ0224  ___________________________________________________________________
 CZ0224* NAD 83(1986)-  32 02 29.     (N)    110 56 57.     (W)     SCALED    
 CZ0224* NAVD 88     -       798.902  (meters)    2621.06   (feet)  ADJUSTED  
 CZ0224  ___________________________________________________________________
 CZ0224  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0224  DYNAMIC HT  -         797.768 (meters)    2617.34  (feet)  COMP
 CZ0224  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CZ0224
 CZ0224  VERT ORDER  -  FIRST     CLASS II
 CZ0224
 CZ0224.The horizontal coordinates were scaled from a topographic map and have
 CZ0224.an estimated accuracy of +/- 6 seconds.
 CZ0224
 CZ0224.The orthometric height was determined by differential leveling
 CZ0224.and adjusted by the National Geodetic Survey in June 1991..
 CZ0224
 CZ0224.The geoid height was determined by GEOID03.
 CZ0224
 CZ0224.The dynamic height is computed by dividing the NAVD 88
 CZ0224.geopotential number by the normal gravity value computed on the
 CZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0224.degrees latitude (g = 980.6199 gals.).
 CZ0224
 CZ0224.The modeled gravity was interpolated from observed gravity values.
 CZ0224
 CZ0224;                    North         East    Units  Estimated Accuracy
 CZ0224;SPC AZ C     -   115,870.      304,730.      MT  (+/- 180 meters Scaled)
 CZ0224
 CZ0224                          SUPERSEDED SURVEY CONTROL
 CZ0224
 CZ0224  NGVD 29 (??/??/92)  798.240  (m)         2618.89   (f) ADJ UNCH    1 2
 CZ0224
 CZ0224.Superseded values are not recommended for survey control.
 CZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0224.See file dsdata.txt to determine how the superseded data were derived.
 CZ0224
 CZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047450(NAD 83)
 CZ0224_MARKER: DD = SURVEY DISK
 CZ0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0224_SP_SET: CULVERT
 CZ0224_STAMPING: 2616.64 1938 132+68.9
 CZ0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0224+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0224
 CZ0224  HISTORY     - Date     Condition        Report By
 CZ0224  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0224  HISTORY     - 1953     GOOD             NGS
 CZ0224  HISTORY     - 1980     GOOD             NGS
 CZ0224  HISTORY     - 19950115 GOOD             USPSQD
 CZ0224  HISTORY     - 20020403 GOOD             USPSQD
 CZ0224  HISTORY     - 20060316 GOOD             USPSQD
 CZ0224
 CZ0224                          STATION DESCRIPTION
 CZ0224
 CZ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0224'5.7 MI N FROM SAHUARITA.
 CZ0224'5.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0224'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.1 FEET
 CZ0224'SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTHWEST END OF WOODEN
 CZ0224'RAILROAD BRIDGE 997.02, AT A LARGE DOUBLE CONCRETE U. S. HIGHWAY 89
 CZ0224'BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CZ0224'HEAD WALL, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0224'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0224
 CZ0224                          STATION RECOVERY (1980)
 CZ0224
 CZ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0224'9.5 KILOMETERS (5.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0224'THE POST OFFICE AT SAHUARITA, 0.2 KILOMETER (0.15 MILE) NORTH
 CZ0224'OF THE NORTH END OF A CURVE IN THE HIGHWAY AT THE T JUNCTION
 CZ0224'OF THE HIGHWAY AND ANISLEE STREET, 88 PACES SOUTH OF MILE POST
 CZ0224'54, SET IN TOP OF THE WEST HEADWALL OF A SMALL TWO CHANNEL
 CZ0224'CONCRETE BRIDGE FOR THE HIGHWAY AND IN THE NORTH END OF THE
 CZ0224'HEADWALL, 5.8 METERS (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0224'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0224
 CZ0224                          STATION RECOVERY (1995)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0224'RECOVERED IN GOOD CONDITION.
 CZ0224
 CZ0224                          STATION RECOVERY (2002)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0224'RECOVERED IN GOOD CONDITION.
 CZ0224
 CZ0224                          STATION RECOVERY (2006)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0829 ***********************************************************************
 CG0829  DESIGNATION -  2617.0
 CG0829  PID         -  CG0829
 CG0829  STATE/COUNTY-  AZ/PIMA
 CG0829  USGS QUAD   -  TOPAWA (1979)
 CG0829
 CG0829                         *CURRENT SURVEY CONTROL
 CG0829  ___________________________________________________________________
 CG0829* NAD 83(1986)-  31 48 16.     (N)    111 46 40.     (W)     SCALED    
 CG0829* NAVD 88     -       798.33   (+/-2cm)    2619.2    (feet)  VERTCON   
 CG0829  ___________________________________________________________________
 CG0829  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0829
 CG0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0829
 CG0829.The horizontal coordinates were scaled from a topographic map and have
 CG0829.an estimated accuracy of +/- 6 seconds.
 CG0829
 CG0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0829.The vertical order pertains to the NGVD 29 superseded value.
 CG0829
 CG0829.The geoid height was determined by GEOID03.
 CG0829
 CG0829;                    North         East    Units  Estimated Accuracy
 CG0829;SPC AZ C     -    89,190.      226,510.      MT  (+/- 180 meters Scaled)
 CG0829
 CG0829                          SUPERSEDED SURVEY CONTROL
 CG0829
 CG0829  NGVD 29 (??/??/92)  797.602  (m)         2616.80   (f) ADJ UNCH    2 0
 CG0829
 CG0829.Superseded values are not recommended for survey control.
 CG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0829.See file dsdata.txt to determine how the superseded data were derived.
 CG0829
 CG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA263190(NAD 83)
 CG0829_MARKER: Z = SEE DESCRIPTION
 CG0829_SETTING: 0 = UNSPECIFIED SETTING
 CG0829_STAMPING: 2617.0
 CG0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0829
 CG0829  HISTORY     - Date     Condition        Report By
 CG0829  HISTORY     - UNK      MONUMENTED       USGS
 CG0829  HISTORY     - 1952     GOOD             NGS
 CG0829
 CG0829                          STATION DESCRIPTION
 CG0829
 CG0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0829'3.0 MI E FROM TOPAWA.
 CG0829'3.0 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0829'TOPAWA, 0.55 MILE WEST OF A Y JUNCTION OF A ROAD LEADING SOUTHWEST,
 CG0829'91.6 FEET NORTHEAST AND ACROSS THE ROAD FROM B.M. X 305, 28 1/2 FEET
 CG0829'NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A WITNESS
 CG0829'POST, AND ABOUT LEVEL WITH THE ROAD, METAL TAG STAMPED 2617.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0494 ***********************************************************************
 CZ0494  DESIGNATION -  262+07
 CZ0494  PID         -  CZ0494
 CZ0494  STATE/COUNTY-  AZ/PIMA
 CZ0494  USGS QUAD   -  MARANA (1992)
 CZ0494
 CZ0494                         *CURRENT SURVEY CONTROL
 CZ0494  ___________________________________________________________________
 CZ0494* NAD 83(1986)-  32 27 08.     (N)    111 12 05.     (W)     SCALED    
 CZ0494* NAVD 88     -       610.616  (meters)    2003.33   (feet)  ADJUSTED  
 CZ0494  ___________________________________________________________________
 CZ0494  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0494  DYNAMIC HT  -         609.810 (meters)    2000.68  (feet)  COMP
 CZ0494  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 CZ0494
 CZ0494  VERT ORDER  -  FIRST     CLASS II
 CZ0494
 CZ0494.The horizontal coordinates were scaled from a topographic map and have
 CZ0494.an estimated accuracy of +/- 6 seconds.
 CZ0494
 CZ0494.The orthometric height was determined by differential leveling
 CZ0494.and adjusted by the National Geodetic Survey in June 1991..
 CZ0494
 CZ0494.The geoid height was determined by GEOID03.
 CZ0494
 CZ0494.The dynamic height is computed by dividing the NAVD 88
 CZ0494.geopotential number by the normal gravity value computed on the
 CZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0494.degrees latitude (g = 980.6199 gals.).
 CZ0494
 CZ0494.The modeled gravity was interpolated from observed gravity values.
 CZ0494
 CZ0494;                    North         East    Units  Estimated Accuracy
 CZ0494;SPC AZ C     -   161,240.      280,610.      MT  (+/- 180 meters Scaled)
 CZ0494
 CZ0494                          SUPERSEDED SURVEY CONTROL
 CZ0494
 CZ0494  NGVD 29 (??/??/92)  610.046  (m)         2001.46   (f) ADJ UNCH    1 2
 CZ0494
 CZ0494.Superseded values are not recommended for survey control.
 CZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0494.See file dsdata.txt to determine how the superseded data were derived.
 CZ0494
 CZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA810905(NAD 83)
 CZ0494_MARKER: DD = SURVEY DISK
 CZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0494_SP_SET: BRIDGE
 CZ0494_STAMPING: 2001.73 262+07.91 1931
 CZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0494+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0494
 CZ0494  HISTORY     - Date     Condition        Report By
 CZ0494  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0494  HISTORY     - 1971     GOOD             NGS
 CZ0494  HISTORY     - 1980     GOOD             NGS
 CZ0494  HISTORY     - 19960204 GOOD             USPSQD
 CZ0494  HISTORY     - 20041216 GOOD             NGS
 CZ0494
 CZ0494                          STATION DESCRIPTION
 CZ0494
 CZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ0494'0.6 MI SE FROM MARANA.
 CZ0494'1.1 MILES SOUTHEAST ALONG SOUTHERN PACIFIC RAILROAD AND FRONTAGE ROAD
 CZ0494'FROM THE MARANA EXIT ON INTERSTATE HIGHWAY 10, AT A CONCRETE BRIDGE,
 CZ0494'AT RAILROAD MILEAGE NUMBER 962.75, IN THE TOP CENTER OF THE NORTHEAST
 CZ0494'HEADWALL, 16 FEET NORTHEAST OF THE CENTER OF THE ROAD.  CORNER OF NW
 CZ0494'1/4, SEC 26, T11 S, R 11 E.
 CZ0494
 CZ0494                          STATION RECOVERY (1980)
 CZ0494
 CZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0494'34.1 KILOMETERS (21.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0494'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 962.75,
 CZ0494'AT A 5-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE,
 CZ0494'IN TOP OF THE NORTHEAST HEADWALL, 34.5 METERS (113 FEET) SOUTHWEST OF
 CZ0494'THE SOUTHWEST RAIL, 8.4 METERS (27.6 FEET) SOUTHEAST OF THE NORTHWEST
 CZ0494'END OF THE HEADWALL AND 5.0 METERS (16.4 FEET) NORTHEAST OF THE
 CZ0494'CENTERLINE OF THE ROAD.
 CZ0494'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0494
 CZ0494                          STATION RECOVERY (1996)
 CZ0494
 CZ0494'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0494'RECOVERED IN GOOD CONDITION.
 CZ0494
 CZ0494                          STATION RECOVERY (2004)
 CZ0494
 CZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0494'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0494'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0223 ***********************************************************************
 CZ0223  DESIGNATION -  2624.84
 CZ0223  PID         -  CZ0223
 CZ0223  STATE/COUNTY-  AZ/PIMA
 CZ0223  USGS QUAD   -  TUCSON SW (1992)
 CZ0223
 CZ0223                         *CURRENT SURVEY CONTROL
 CZ0223  ___________________________________________________________________
 CZ0223* NAD 83(1986)-  32 02 00.     (N)    110 56 55.     (W)     SCALED    
 CZ0223* NAVD 88     -       801.360  (meters)    2629.13   (feet)  ADJUSTED  
 CZ0223  ___________________________________________________________________
 CZ0223  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0223  DYNAMIC HT  -         800.222 (meters)    2625.39  (feet)  COMP
 CZ0223  MODELED GRAV-     979,193.5   (mgal)                       NAVD 88
 CZ0223
 CZ0223  VERT ORDER  -  FIRST     CLASS II
 CZ0223
 CZ0223.The horizontal coordinates were scaled from a topographic map and have
 CZ0223.an estimated accuracy of +/- 6 seconds.
 CZ0223
 CZ0223.The orthometric height was determined by differential leveling
 CZ0223.and adjusted by the National Geodetic Survey in June 1991..
 CZ0223
 CZ0223.The geoid height was determined by GEOID03.
 CZ0223
 CZ0223.The dynamic height is computed by dividing the NAVD 88
 CZ0223.geopotential number by the normal gravity value computed on the
 CZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0223.degrees latitude (g = 980.6199 gals.).
 CZ0223
 CZ0223.The modeled gravity was interpolated from observed gravity values.
 CZ0223
 CZ0223;                    North         East    Units  Estimated Accuracy
 CZ0223;SPC AZ C     -   114,970.      304,790.      MT  (+/- 180 meters Scaled)
 CZ0223
 CZ0223                          SUPERSEDED SURVEY CONTROL
 CZ0223
 CZ0223  NGVD 29 (??/??/92)  800.717  (m)         2627.02   (f) ADJ UNCH    1 2
 CZ0223
 CZ0223.Superseded values are not recommended for survey control.
 CZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0223.See file dsdata.txt to determine how the superseded data were derived.
 CZ0223
 CZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048441(NAD 83)
 CZ0223_MARKER: DD = SURVEY DISK
 CZ0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0223_SP_SET: CULVERT
 CZ0223_STAMPING: 2624.84 1938 162+90.5
 CZ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0223+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0223
 CZ0223  HISTORY     - Date     Condition        Report By
 CZ0223  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0223  HISTORY     - 1953     GOOD             NGS
 CZ0223  HISTORY     - 1980     GOOD             NGS
 CZ0223  HISTORY     - 19950205 GOOD             USPSQD
 CZ0223  HISTORY     - 20020403 GOOD             USPSQD
 CZ0223  HISTORY     - 20060316 GOOD             USPSQD
 CZ0223
 CZ0223                          STATION DESCRIPTION
 CZ0223
 CZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0223'5.2 MI N FROM SAHUARITA.
 CZ0223'5.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0223'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 112.2 FEET
 CZ0223'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 997.60, AT A
 CZ0223'LARGE U. S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH
 CZ0223'END OF THE WEST CONCRETE HEAD WALL, 19 FEET WEST OF THE CENTER LINE OF
 CZ0223'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0223
 CZ0223                          STATION RECOVERY (1980)
 CZ0223
 CZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0223'8.6 KILOMETERS (5.35 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0223'THE POST OFFICE AT SAHUARTIA, SET IN TOP OF THE NORTH END OF
 CZ0223'THE WEST HEADWALL FOR A THREE CHANNEL CONCRETE BRIDGE FOR THE
 CZ0223'HIGHWAY, 5.8 METERS (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0223'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0223
 CZ0223                          STATION RECOVERY (1995)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0223'RECOVERED IN GOOD CONDITION.
 CZ0223
 CZ0223                          STATION RECOVERY (2002)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0223'RECOVERED IN GOOD CONDITION.
 CZ0223
 CZ0223                          STATION RECOVERY (2006)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0226 ***********************************************************************
 CZ0226  DESIGNATION -  2626.88
 CZ0226  PID         -  CZ0226
 CZ0226  STATE/COUNTY-  AZ/PIMA
 CZ0226  USGS QUAD   -  TUCSON SW (1992)
 CZ0226
 CZ0226                         *CURRENT SURVEY CONTROL
 CZ0226  ___________________________________________________________________
 CZ0226* NAD 83(1986)-  32 01 50.     (N)    110 56 56.     (W)     SCALED    
 CZ0226* NAVD 88     -       801.959  (meters)    2631.09   (feet)  ADJUSTED  
 CZ0226  ___________________________________________________________________
 CZ0226  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0226  DYNAMIC HT  -         800.820 (meters)    2627.36  (feet)  COMP
 CZ0226  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 CZ0226
 CZ0226  VERT ORDER  -  FIRST     CLASS II
 CZ0226
 CZ0226.The horizontal coordinates were scaled from a topographic map and have
 CZ0226.an estimated accuracy of +/- 6 seconds.
 CZ0226
 CZ0226.The orthometric height was determined by differential leveling
 CZ0226.and adjusted by the National Geodetic Survey in June 1991..
 CZ0226
 CZ0226.The geoid height was determined by GEOID03.
 CZ0226
 CZ0226.The dynamic height is computed by dividing the NAVD 88
 CZ0226.geopotential number by the normal gravity value computed on the
 CZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0226.degrees latitude (g = 980.6199 gals.).
 CZ0226
 CZ0226.The modeled gravity was interpolated from observed gravity values.
 CZ0226
 CZ0226;                    North         East    Units  Estimated Accuracy
 CZ0226;SPC AZ C     -   114,660.      304,770.      MT  (+/- 180 meters Scaled)
 CZ0226
 CZ0226                          SUPERSEDED SURVEY CONTROL
 CZ0226
 CZ0226  NGVD 29 (??/??/92)  801.326  (m)         2629.02   (f) ADJ UNCH    1 2
 CZ0226
 CZ0226.Superseded values are not recommended for survey control.
 CZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0226.See file dsdata.txt to determine how the superseded data were derived.
 CZ0226
 CZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048438(NAD 83)
 CZ0226_MARKER: DD = SURVEY DISK
 CZ0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0226_SP_SET: CULVERT
 CZ0226_STAMPING: 2626.88 1938 171+71.4
 CZ0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0226+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0226
 CZ0226  HISTORY     - Date     Condition        Report By
 CZ0226  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0226  HISTORY     - 1953     GOOD             NGS
 CZ0226  HISTORY     - 1980     GOOD             NGS
 CZ0226  HISTORY     - 19950205 GOOD             USPSQD
 CZ0226  HISTORY     - 20020407 GOOD             USPSQD
 CZ0226  HISTORY     - 20060316 GOOD             USPSQD
 CZ0226
 CZ0226                          STATION DESCRIPTION
 CZ0226
 CZ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0226'5.05 MI N FROM SAHUARITA.
 CZ0226'5.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0226'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 111.7 FEET
 CZ0226'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 997.76, AT A
 CZ0226'U. S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF
 CZ0226'THE WEST CONCRETE HEAD WALL, 18.8 FEET WEST OF THE CENTER LINE OF THE
 CZ0226'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0226
 CZ0226                          STATION RECOVERY (1980)
 CZ0226
 CZ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0226'8.3 KILOMETERS (5.15 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ0226'POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF THE
 CZ0226'WEST HEADWALL FOR A BOX CULVERT FOR THE HIGHWAY, 5.8 METERS
 CZ0226'(19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0226'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0226
 CZ0226                          STATION RECOVERY (1995)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0226'RECOVERED IN GOOD CONDITION.
 CZ0226
 CZ0226                          STATION RECOVERY (2002)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0226'RECOVERED IN GOOD CONDITION.
 CZ0226
 CZ0226                          STATION RECOVERY (2006)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0532 ***********************************************************************
 FS0532  DESIGNATION -  2630.72
 FS0532  PID         -  FS0532
 FS0532  STATE/COUNTY-  AZ/MOHAVE
 FS0532  USGS QUAD   -  KINGMAN SE (1980)
 FS0532
 FS0532                         *CURRENT SURVEY CONTROL
 FS0532  ___________________________________________________________________
 FS0532* NAD 83(1986)-  35 05 20.     (N)    114 07 12.     (W)     SCALED    
 FS0532* NAVD 88     -       802.589  (meters)    2633.16   (feet)  POSTED    
 FS0532  ___________________________________________________________________
 FS0532  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FS0532  DYNAMIC HT  -         801.670 (meters)    2630.15  (feet)  COMP
 FS0532  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 FS0532
 FS0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0532
 FS0532.The horizontal coordinates were scaled from a topographic map and have
 FS0532.an estimated accuracy of +/- 6 seconds.
 FS0532
 FS0532.The orthometric height was determined by differential leveling
 FS0532.and adjusted by the National Geodetic Survey in 1992..
 FS0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0532.rate of 0.0 thru 1.0 mm/km.
 FS0532
 FS0532.The geoid height was determined by GEOID03.
 FS0532
 FS0532.The dynamic height is computed by dividing the NAVD 88
 FS0532.geopotential number by the normal gravity value computed on the
 FS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0532.degrees latitude (g = 980.6199 gals.).
 FS0532
 FS0532.The modeled gravity was interpolated from observed gravity values.
 FS0532
 FS0532;                    North         East    Units  Estimated Accuracy
 FS0532;SPC AZ W     -   453,510.      179,620.      MT  (+/- 180 meters Scaled)
 FS0532
 FS0532                          SUPERSEDED SURVEY CONTROL
 FS0532
 FS0532  NGVD 29 (??/??/92)  801.831  (m)         2630.67   (f) ADJ UNCH    2 0
 FS0532
 FS0532.Superseded values are not recommended for survey control.
 FS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0532.See file dsdata.txt to determine how the superseded data were derived.
 FS0532
 FS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625866(NAD 83)
 FS0532_MARKER: DD = SURVEY DISK
 FS0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0532_SP_SET: CULVERT
 FS0532_STAMPING: 2630.72 2156X6125 1949
 FS0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0532
 FS0532  HISTORY     - Date     Condition        Report By
 FS0532  HISTORY     - 1949     MONUMENTED       AZHD
 FS0532  HISTORY     - 1961     GOOD             NGS
 FS0532  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0532
 FS0532                          STATION DESCRIPTION
 FS0532
 FS0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0532'9 MI SSW FROM KINGMAN.
 FS0532'ABOUT 8.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0532'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0532'SET IN THE TOP AND APPROXIMATE CENTER OF THE WEST HEADWALL
 FS0532'OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET WEST
 FS0532'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 FS0532'HIGHWAY.
 FS0532
 FS0532                          STATION RECOVERY (1981)
 FS0532
 FS0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0532'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0531 ***********************************************************************
 FS0531  DESIGNATION -  2630.72 RESET
 FS0531  PID         -  FS0531
 FS0531  STATE/COUNTY-  AZ/MOHAVE
 FS0531  USGS QUAD   -  KINGMAN SE (1980)
 FS0531
 FS0531                         *CURRENT SURVEY CONTROL
 FS0531  ___________________________________________________________________
 FS0531* NAD 83(1986)-  35 05 20.     (N)    114 07 12.     (W)     SCALED    
 FS0531* NAVD 88     -       802.70   (+/-2cm)    2633.5    (feet)  VERTCON   
 FS0531  ___________________________________________________________________
 FS0531  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FS0531
 FS0531  VERT ORDER  -  THIRD (See Below)
 FS0531
 FS0531.The horizontal coordinates were scaled from a topographic map and have
 FS0531.an estimated accuracy of +/- 6 seconds.
 FS0531
 FS0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0531.The vertical order pertains to the NGVD 29 superseded value.
 FS0531
 FS0531.The geoid height was determined by GEOID03.
 FS0531
 FS0531;                    North         East    Units  Estimated Accuracy
 FS0531;SPC AZ W     -   453,510.      179,620.      MT  (+/- 180 meters Scaled)
 FS0531
 FS0531                          SUPERSEDED SURVEY CONTROL
 FS0531
 FS0531  NGVD 29 (03/28/06)  801.94   (m)         2631.0    (f) RESET       3  
 FS0531
 FS0531.Superseded values are not recommended for survey control.
 FS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0531.See file dsdata.txt to determine how the superseded data were derived.
 FS0531
 FS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625866(NAD 83)
 FS0531_MARKER: DB = BENCH MARK DISK
 FS0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0531_SP_SET: CULVERT
 FS0531_STAMPING: 2630.72 AHD RESET
 FS0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0531
 FS0531  HISTORY     - Date     Condition        Report By
 FS0531  HISTORY     - 1973     MONUMENTED       NGS
 FS0531  HISTORY     - 1973     GOOD             NGS
 FS0531
 FS0531                          STATION DESCRIPTION
 FS0531
 FS0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0531'8.8 MI SSW FROM KINGMAN.
 FS0531'ABOUT 8.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0531'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0531'STATION IN KINGMAN.  ABOUT 100 YARDS EAST OF A HIGHWAY CULVERT
 FS0531'WITH 2 OPENINGS, 6 FEET WEST OF RIGHT OF WAY FENCE LINE AND
 FS0531'WITNESS SIGN AND 1 FOOT NORTH OF TELEPHONE POLE.  SET IN TOP OF
 FS0531'A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 FS0531'NOTE-- 2630.72 (AHD) WAS NOT REMOVED FROM THE HIGHWAY CULVERT
 FS0531'WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0225 ***********************************************************************
 CZ0225  DESIGNATION -  2631.08
 CZ0225  PID         -  CZ0225
 CZ0225  STATE/COUNTY-  AZ/PIMA
 CZ0225  USGS QUAD   -  TUCSON SW (1992)
 CZ0225
 CZ0225                         *CURRENT SURVEY CONTROL
 CZ0225  ___________________________________________________________________
 CZ0225* NAD 83(1986)-  32 01 38.     (N)    110 56 56.     (W)     SCALED    
 CZ0225* NAVD 88     -       803.236  (meters)    2635.28   (feet)  ADJUSTED  
 CZ0225  ___________________________________________________________________
 CZ0225  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0225  DYNAMIC HT  -         802.095 (meters)    2631.54  (feet)  COMP
 CZ0225  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 CZ0225
 CZ0225  VERT ORDER  -  FIRST     CLASS II
 CZ0225
 CZ0225.The horizontal coordinates were scaled from a topographic map and have
 CZ0225.an estimated accuracy of +/- 6 seconds.
 CZ0225
 CZ0225.The orthometric height was determined by differential leveling
 CZ0225.and adjusted by the National Geodetic Survey in June 1991..
 CZ0225
 CZ0225.The geoid height was determined by GEOID03.
 CZ0225
 CZ0225.The dynamic height is computed by dividing the NAVD 88
 CZ0225.geopotential number by the normal gravity value computed on the
 CZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0225.degrees latitude (g = 980.6199 gals.).
 CZ0225
 CZ0225.The modeled gravity was interpolated from observed gravity values.
 CZ0225
 CZ0225;                    North         East    Units  Estimated Accuracy
 CZ0225;SPC AZ C     -   114,300.      304,770.      MT  (+/- 180 meters Scaled)
 CZ0225
 CZ0225                          SUPERSEDED SURVEY CONTROL
 CZ0225
 CZ0225  NGVD 29 (??/??/92)  802.601  (m)         2633.20   (f) ADJ UNCH    1 2
 CZ0225
 CZ0225.Superseded values are not recommended for survey control.
 CZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0225.See file dsdata.txt to determine how the superseded data were derived.
 CZ0225
 CZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048434(NAD 83)
 CZ0225_MARKER: DD = SURVEY DISK
 CZ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0225_SP_SET: CULVERT
 CZ0225_STAMPING: 2631.08 1938 186+07.3
 CZ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0225+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0225
 CZ0225  HISTORY     - Date     Condition        Report By
 CZ0225  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0225  HISTORY     - 1953     GOOD             NGS
 CZ0225  HISTORY     - 1980     GOOD             NGS
 CZ0225  HISTORY     - 19950205 GOOD             USPSQD
 CZ0225  HISTORY     - 20020407 GOOD             USPSQD
 CZ0225  HISTORY     - 20060316 GOOD             USPSQD
 CZ0225
 CZ0225                          STATION DESCRIPTION
 CZ0225
 CZ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0225'4.8 MI N FROM SAHUARITA.
 CZ0225'4.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0225'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 1 1/2 POLES
 CZ0225'SOUTH OF MILEPOLE 998, 111.4 FEET WEST OF THE WEST RAIL AT THE NORTH
 CZ0225'END OF BRIDGE 998.03, AT A LARGE DOUBLE U.S. HIGHWAY 89 CONCRETE
 CZ0225'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL,
 CZ0225'19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 CZ0225'HIGHER THAN THE HIGHWAY.
 CZ0225
 CZ0225                          STATION RECOVERY (1980)
 CZ0225
 CZ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0225'7.9 KILOMETERS (4.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0225'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0225'THE WEST HEADWALL OF A SMALL TWO CHANNEL CONCRETE BRIDGE FOR
 CZ0225'THE HIGHWAY, 5.8 (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0225'THE MARK IS 0.4 M ABOVE THE HIGHWAY..
 CZ0225
 CZ0225                          STATION RECOVERY (1995)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0225'RECOVERED IN GOOD CONDITION.
 CZ0225
 CZ0225                          STATION RECOVERY (2002)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0225'RECOVERED IN GOOD CONDITION.
 CZ0225
 CZ0225                          STATION RECOVERY (2006)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0066 ***********************************************************************
 DA0066  DESIGNATION -  2634.6
 DA0066  PID         -  DA0066
 DA0066  STATE/COUNTY-  AZ/MARICOPA
 DA0066  USGS QUAD   -  KAKA NW (1986)
 DA0066
 DA0066                         *CURRENT SURVEY CONTROL
 DA0066  ___________________________________________________________________
 DA0066* NAD 83(1986)-  32 44 26.     (N)    112 25 19.     (W)     SCALED    
 DA0066* NAVD 88     -       803.59   (+/-2cm)    2636.4    (feet)  VERTCON   
 DA0066  ___________________________________________________________________
 DA0066  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0066
 DA0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0066
 DA0066.The horizontal coordinates were scaled from a topographic map and have
 DA0066.an estimated accuracy of +/- 6 seconds.
 DA0066
 DA0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0066.The vertical order pertains to the NGVD 29 superseded value.
 DA0066
 DA0066.The geoid height was determined by GEOID03.
 DA0066
 DA0066;                    North         East    Units  Estimated Accuracy
 DA0066;SPC AZ C     -   193,090.      166,010.      MT  (+/- 180 meters Scaled)
 DA0066
 DA0066                          SUPERSEDED SURVEY CONTROL
 DA0066
 DA0066  NGVD 29 (??/??/92)  802.865  (m)         2634.07   (f) ADJ UNCH    2 0
 DA0066
 DA0066.Superseded values are not recommended for survey control.
 DA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0066.See file dsdata.txt to determine how the superseded data were derived.
 DA0066
 DA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB667234(NAD 83)
 DA0066_MARKER: Q = CHISELED SQUARE
 DA0066_SETTING: 80 = SET IN A BOULDER
 DA0066_SP_SET: BOULDER
 DA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0066+STABILITY: SURFACE MOTION
 DA0066
 DA0066  HISTORY     - Date     Condition        Report By
 DA0066  HISTORY     - UNK      MONUMENTED       USGS
 DA0066  HISTORY     - 1952     GOOD             NGS
 DA0066
 DA0066                          STATION DESCRIPTION
 DA0066
 DA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0066'5.5 MI NW FROM STOUTS WELL.
 DA0066'5.5 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0066'ON THE NORTH SLOPE OF A HILL ALONG THE SOUTH BANK OF A DEEP RAVINE, A
 DA0066'CHISELED SQUARE IN THE TOP OF A BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 DA0066'THE GROUND AND MARKED BY THE WHITE PAINTED LETTERS USBM, 69 FEET NORTH
 DA0066'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0557 ***********************************************************************
 DV0557  DESIGNATION -  265 X 00
 DV0557  PID         -  DV0557
 DV0557  STATE/COUNTY-  AZ/MARICOPA
 DV0557  USGS QUAD   -  PERRYVILLE (1982)
 DV0557
 DV0557                         *CURRENT SURVEY CONTROL
 DV0557  ___________________________________________________________________
 DV0557* NAD 83(1986)-  33 26 08.     (N)    112 27 42.     (W)     SCALED    
 DV0557* NAVD 88     -       298.970  (meters)     980.87   (feet)  ADJUSTED  
 DV0557  ___________________________________________________________________
 DV0557  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0557  DYNAMIC HT  -         298.629 (meters)     979.75  (feet)  COMP
 DV0557  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV0557
 DV0557  VERT ORDER  -  FIRST     CLASS II
 DV0557
 DV0557.The horizontal coordinates were scaled from a topographic map and have
 DV0557.an estimated accuracy of +/- 6 seconds.
 DV0557
 DV0557.The orthometric height was determined by differential leveling
 DV0557.and adjusted by the National Geodetic Survey in June 1991..
 DV0557
 DV0557.The geoid height was determined by GEOID03.
 DV0557
 DV0557.The dynamic height is computed by dividing the NAVD 88
 DV0557.geopotential number by the normal gravity value computed on the
 DV0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0557.degrees latitude (g = 980.6199 gals.).
 DV0557
 DV0557.The modeled gravity was interpolated from observed gravity values.
 DV0557
 DV0557;                    North         East    Units  Estimated Accuracy
 DV0557;SPC AZ C     -   270,190.      162,680.      MT  (+/- 180 meters Scaled)
 DV0557
 DV0557                          SUPERSEDED SURVEY CONTROL
 DV0557
 DV0557  NGVD 29 (??/??/92)  298.312  (m)          978.71   (f) ADJ UNCH    1 2
 DV0557
 DV0557.Superseded values are not recommended for survey control.
 DV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0557.See file dsdata.txt to determine how the superseded data were derived.
 DV0557
 DV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641005(NAD 83)
 DV0557_MARKER: DD = SURVEY DISK
 DV0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0557_SP_SET: CULVERT
 DV0557_STAMPING: 265X00 978-98 1956
 DV0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0557+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0557
 DV0557  HISTORY     - Date     Condition        Report By
 DV0557  HISTORY     - 1956     MONUMENTED       AZHD
 DV0557  HISTORY     - 1967     GOOD             NGS
 DV0557  HISTORY     - 1981     GOOD             NGS
 DV0557  HISTORY     - 20060810 GOOD             GEOCAC
 DV0557
 DV0557                          STATION DESCRIPTION
 DV0557
 DV0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0557'6.0 MI W FROM GOODYEAR.
 DV0557'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0557'IN S 9, T 1 N, R 2 W, 45 FEET NORTHWEST OF THE CENTER OF THE
 DV0557'INTERSECTION OF YUMA ROAD AND PERRYVILLE ROAD, 26 1/2 FEET NORTH OF
 DV0557'THE CENTER LINE OF YUMA ROAD, 38 FEET WEST OF THE CENTER LINE OF
 DV0557'PERRYVILLE ROAD, SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 DV0557'CONCRETE HEAD WALL OF A CONCRETE CULVERT FOR AN IRRIGATION DITCH, 174
 DV0557'FEET NORTHWEST AND ACROSS THE INTERSECTION FROM THE NORTHWEST CORNER
 DV0557'OF THE PERRYVILLE GARAGE, AND ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE
 DV0557'ROADS.
 DV0557
 DV0557                          STATION RECOVERY (1981)
 DV0557
 DV0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0557'RECOVERED IN GOOD CONDITION.
 DV0557
 DV0557                          STATION RECOVERY (2006)
 DV0557
 DV0557'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0078 ***********************************************************************
 CZ0078  DESIGNATION -  2651
 CZ0078  PID         -  CZ0078
 CZ0078  STATE/COUNTY-  AZ/PIMA
 CZ0078  USGS QUAD   -  TUCSON EAST (1992)
 CZ0078
 CZ0078                         *CURRENT SURVEY CONTROL
 CZ0078  ___________________________________________________________________
 CZ0078* NAD 83(1986)-  32 09 59.     (N)    110 52 30.     (W)     SCALED    
 CZ0078* NAVD 88     -       812.44   (+/-2cm)    2665.5    (feet)  VERTCON   
 CZ0078  ___________________________________________________________________
 CZ0078  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CZ0078
 CZ0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0078
 CZ0078.The horizontal coordinates were scaled from a topographic map and have
 CZ0078.an estimated accuracy of +/- 6 seconds.
 CZ0078
 CZ0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0078.The vertical order pertains to the NGVD 29 superseded value.
 CZ0078
 CZ0078.The geoid height was determined by GEOID03.
 CZ0078
 CZ0078;                    North         East    Units  Estimated Accuracy
 CZ0078;SPC AZ C     -   129,790.      311,610.      MT  (+/- 180 meters Scaled)
 CZ0078
 CZ0078                          SUPERSEDED SURVEY CONTROL
 CZ0078
 CZ0078  NGVD 29 (??/??/92)  811.814  (m)         2663.43   (f) ADJ UNCH    1 2
 CZ0078
 CZ0078.Superseded values are not recommended for survey control.
 CZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0078.See file dsdata.txt to determine how the superseded data were derived.
 CZ0078
 CZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA117588(NAD 83)
 CZ0078_MARKER: P = PIPE CAP
 CZ0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0078_STAMPING: 2651 NOGLS 222
 CZ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0078
 CZ0078  HISTORY     - Date     Condition        Report By
 CZ0078  HISTORY     - UNK      MONUMENTED       USGS
 CZ0078  HISTORY     - 1952     GOOD             NGS
 CZ0078
 CZ0078                          STATION DESCRIPTION
 CZ0078
 CZ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0078'IN WILMOT.
 CZ0078'AT THE STATION SIGN AT WILMOT, ABOUT 115 YARDS NORTHWEST OF THE Y
 CZ0078'FORMED BY A SPUR TRACK LEADING NORTH, 36.5 FEET SOUTHWEST OF THE
 CZ0078'SOUTHWEST RAIL, 18.8 FEET SOUTHWEST OF THE WILMOT STATION SIGN, 1.3
 CZ0078'FEET SOUTHEAST OF THE WITNESS POST, 1/2 FOOT NORTHEAST OF A POINT
 CZ0078'DIRECTLY UNDER THE NORTHEAST WIRE OF A TELEPHONE LINE, AND RIVITED ON
 CZ0078'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND,
 CZ0078'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0233 ***********************************************************************
 CG0233  DESIGNATION -  2670.20
 CG0233  PID         -  CG0233
 CG0233  STATE/COUNTY-  AZ/PIMA
 CG0233  USGS QUAD   -  SAHUARITA (1981)
 CG0233
 CG0233                         *CURRENT SURVEY CONTROL
 CG0233  ___________________________________________________________________
 CG0233* NAD 83(1986)-  31 59 13.     (N)    110 57 09.     (W)     SCALED    
 CG0233* NAVD 88     -       815.113  (meters)    2674.25   (feet)  ADJUSTED  
 CG0233  ___________________________________________________________________
 CG0233  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0233  DYNAMIC HT  -         813.950 (meters)    2670.43  (feet)  COMP
 CG0233  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 CG0233
 CG0233  VERT ORDER  -  FIRST     CLASS II
 CG0233
 CG0233.The horizontal coordinates were scaled from a topographic map and have
 CG0233.an estimated accuracy of +/- 6 seconds.
 CG0233
 CG0233.The orthometric height was determined by differential leveling
 CG0233.and adjusted by the National Geodetic Survey in June 1991..
 CG0233
 CG0233.The geoid height was determined by GEOID03.
 CG0233
 CG0233.The dynamic height is computed by dividing the NAVD 88
 CG0233.geopotential number by the normal gravity value computed on the
 CG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0233.degrees latitude (g = 980.6199 gals.).
 CG0233
 CG0233.The modeled gravity was interpolated from observed gravity values.
 CG0233
 CG0233;                    North         East    Units  Estimated Accuracy
 CG0233;SPC AZ C     -   109,830.      304,470.      MT  (+/- 180 meters Scaled)
 CG0233
 CG0233                          SUPERSEDED SURVEY CONTROL
 CG0233
 CG0233  NGVD 29 (??/??/92)  814.492  (m)         2672.21   (f) ADJ UNCH    1 2
 CG0233
 CG0233.Superseded values are not recommended for survey control.
 CG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0233.See file dsdata.txt to determine how the superseded data were derived.
 CG0233
 CG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044389(NAD 83)
 CG0233_MARKER: DD = SURVEY DISK
 CG0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0233_SP_SET: CULVERT
 CG0233_STAMPING: 2670.20 1938 332+02.0
 CG0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0233
 CG0233  HISTORY     - Date     Condition        Report By
 CG0233  HISTORY     - 1938     MONUMENTED       AZHD
 CG0233  HISTORY     - 1953     GOOD             NGS
 CG0233  HISTORY     - 1980     GOOD             NGS
 CG0233  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0233  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0233
 CG0233                          STATION DESCRIPTION
 CG0233
 CG0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0233'2.0 MI N FROM SAHUARITA.
 CG0233'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0233'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A DOUBLE
 CG0233'24-INCH CORRUGATED METAL PIPE CULVERT UNDER U. S. HIGHWAY 89, IN THE
 CG0233'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 63.2
 CG0233'FEET WEST OF THE WEST RAIL, 26.4 FEET EAST OF THE CENTER LINE OF THE
 CG0233'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CG0233
 CG0233                          STATION RECOVERY (1980)
 CG0233
 CG0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0233'3.4 KILOMETERS (2.1 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CG0233'THE POST OFFICE AT SAHUARITA, AT THE T JUNCTION OF A PRIVATE
 CG0233'ROAD LEADING EAST AND SET IN THE TOP CENTER OF THE EAST
 CG0233'HEADWALL FOR A 24 INCH METAL PIPE CULVERT FOR THE HIGHWAY,
 CG0233'8 METERS (26.4 FEET) EAST OF THE HIGHWAY CENTERLINE, 11 METERS
 CG0233'(36 FEET) SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD, 19.5 METERS
 CG0233'(63.2 FEET) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAIL-
 CG0233'ROAD.
 CG0233'THE MARK IS 1 M BELOW THE HIGHWAY..
 CG0233
 CG0233                          STATION RECOVERY (1995)
 CG0233
 CG0233'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0233'MARK NOT FOUND.
 CG0233
 CG0233                          STATION RECOVERY (1999)
 CG0233
 CG0233'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0234 ***********************************************************************
 CG0234  DESIGNATION -  2672.71
 CG0234  PID         -  CG0234
 CG0234  STATE/COUNTY-  AZ/PIMA
 CG0234  USGS QUAD   -  SAHUARITA (1981)
 CG0234
 CG0234                         *CURRENT SURVEY CONTROL
 CG0234  ___________________________________________________________________
 CG0234* NAD 83(1986)-  31 59 03.     (N)    110 57 12.     (W)     SCALED    
 CG0234* NAVD 88     -       815.927  (meters)    2676.92   (feet)  ADJUSTED  
 CG0234  ___________________________________________________________________
 CG0234  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0234  DYNAMIC HT  -         814.762 (meters)    2673.10  (feet)  COMP
 CG0234  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CG0234
 CG0234  VERT ORDER  -  FIRST     CLASS II
 CG0234
 CG0234.The horizontal coordinates were scaled from a topographic map and have
 CG0234.an estimated accuracy of +/- 6 seconds.
 CG0234
 CG0234.The orthometric height was determined by differential leveling
 CG0234.and adjusted by the National Geodetic Survey in June 1991..
 CG0234
 CG0234.The geoid height was determined by GEOID03.
 CG0234
 CG0234.The dynamic height is computed by dividing the NAVD 88
 CG0234.geopotential number by the normal gravity value computed on the
 CG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0234.degrees latitude (g = 980.6199 gals.).
 CG0234
 CG0234.The modeled gravity was interpolated from observed gravity values.
 CG0234
 CG0234;                    North         East    Units  Estimated Accuracy
 CG0234;SPC AZ C     -   109,520.      304,400.      MT  (+/- 180 meters Scaled)
 CG0234
 CG0234                          SUPERSEDED SURVEY CONTROL
 CG0234
 CG0234  NGVD 29 (??/??/92)  815.294  (m)         2674.84   (f) ADJ UNCH    1 2
 CG0234
 CG0234.Superseded values are not recommended for survey control.
 CG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0234.See file dsdata.txt to determine how the superseded data were derived.
 CG0234
 CG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044386(NAD 83)
 CG0234_MARKER: DD = SURVEY DISK
 CG0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0234_SP_SET: CULVERT
 CG0234_STAMPING: 2672.71 1938 342+00
 CG0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0234
 CG0234  HISTORY     - Date     Condition        Report By
 CG0234  HISTORY     - 1938     MONUMENTED       AZHD
 CG0234  HISTORY     - 1953     GOOD             NGS
 CG0234  HISTORY     - 1980     GOOD             NGS
 CG0234  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0234  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0234
 CG0234                          STATION DESCRIPTION
 CG0234
 CG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0234'1.8 MI N FROM SAHUARITA.
 CG0234'1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0234'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 52 1/2 FEET
 CG0234'SOUTHWEST OF MILEPOLE 1001, 12 1/2 FEET SOUTH OF U. S. HIGHWAY 89
 CG0234'MILEPOST 50, AT A 24-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 CG0234'HIGHWAY, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CG0234'HEAD WALL, 66.0 FEET WEST OF THE WEST RAIL, 23.5 FEET EAST OF THE
 CG0234'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 CG0234'HIGHWAY.
 CG0234
 CG0234                          STATION RECOVERY (1980)
 CG0234
 CG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0234'3.0 KILOMETERS (1.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0234'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE EAST
 CG0234'HEADWALL OF A 24 INCH METAL PIPE CULVERT FOR THE HIGHWAY,
 CG0234'3.8 METERS (12.5 FEET) SOUTH OF HIGHWAY MILEPOST 50, 7.15
 CG0234'METERS (23.5 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CG0234'THE MARK IS 1 M BELOW THE HIGHWAY..
 CG0234
 CG0234                          STATION RECOVERY (1995)
 CG0234
 CG0234'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0234'MARK NOT FOUND.
 CG0234
 CG0234                          STATION RECOVERY (1999)
 CG0234
 CG0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0235 ***********************************************************************
 CG0235  DESIGNATION -  2675.89
 CG0235  PID         -  CG0235
 CG0235  STATE/COUNTY-  AZ/PIMA
 CG0235  USGS QUAD   -  SAHUARITA (1981)
 CG0235
 CG0235                         *CURRENT SURVEY CONTROL
 CG0235  ___________________________________________________________________
 CG0235* NAD 83(1986)-  31 58 55.     (N)    110 57 12.     (W)     SCALED    
 CG0235* NAVD 88     -       816.872  (meters)    2680.02   (feet)  ADJUSTED  
 CG0235  ___________________________________________________________________
 CG0235  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0235  DYNAMIC HT  -         815.705 (meters)    2676.19  (feet)  COMP
 CG0235  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 CG0235
 CG0235  VERT ORDER  -  FIRST     CLASS II
 CG0235
 CG0235.The horizontal coordinates were scaled from a topographic map and have
 CG0235.an estimated accuracy of +/- 6 seconds.
 CG0235
 CG0235.The orthometric height was determined by differential leveling
 CG0235.and adjusted by the National Geodetic Survey in June 1991..
 CG0235
 CG0235.The geoid height was determined by GEOID03.
 CG0235
 CG0235.The dynamic height is computed by dividing the NAVD 88
 CG0235.geopotential number by the normal gravity value computed on the
 CG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0235.degrees latitude (g = 980.6199 gals.).
 CG0235
 CG0235.The modeled gravity was interpolated from observed gravity values.
 CG0235
 CG0235;                    North         East    Units  Estimated Accuracy
 CG0235;SPC AZ C     -   109,270.      304,400.      MT  (+/- 180 meters Scaled)
 CG0235
 CG0235                          SUPERSEDED SURVEY CONTROL
 CG0235
 CG0235  NGVD 29 (??/??/92)  816.246  (m)         2677.97   (f) ADJ UNCH    1 2
 CG0235
 CG0235.Superseded values are not recommended for survey control.
 CG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0235.See file dsdata.txt to determine how the superseded data were derived.
 CG0235
 CG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044384(NAD 83)
 CG0235_MARKER: DD = SURVEY DISK
 CG0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0235_SP_SET: CULVERT
 CG0235_STAMPING: 2675.89 1938 353+16.5
 CG0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0235
 CG0235  HISTORY     - Date     Condition        Report By
 CG0235  HISTORY     - 1938     MONUMENTED       AZHD
 CG0235  HISTORY     - 1953     GOOD             NGS
 CG0235  HISTORY     - 1980     GOOD             NGS
 CG0235  HISTORY     - 19950205 GOOD             USPSQD
 CG0235  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0235  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 CG0235
 CG0235                          STATION DESCRIPTION
 CG0235
 CG0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0235'1.6 MI N FROM SAHUARITA.
 CG0235'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0235'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 65.4 FEET
 CG0235'WEST OF THE WEST RAIL AT THE NORTH END OF BRIDGE 1001.19, AT A DOUBLE
 CG0235'24-INCH CORRUGATED METAL PIPE CULVERT UNDER U. S. HIGHWAY 89, IN THE
 CG0235'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 24.3
 CG0235'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 CG0235'THAN THE HIGHWAY.
 CG0235
 CG0235                          STATION RECOVERY (1980)
 CG0235
 CG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0235'2.7 KILOMETERS (1.7 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0235'POST OFFICE AT SAHUARITA, 0.3 KILOMETER (0.2 MILE) SOUTH OF
 CG0235'HIGHWAY MILEPOST 50, SET IN THE TOP CENTER OF THE EAST HEADWALL
 CG0235'FOR A 24 INCH PIPE CULVERT FOR THE HIGHWAY, 19.8 METERS (65 FEET)
 CG0235'WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 7.5
 CG0235'METERS (24.3 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CG0235'THE MARK IS 0.3 M BELOW THE HIGHWAY..
 CG0235
 CG0235                          STATION RECOVERY (1995)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0235'RECOVERED IN GOOD CONDITION.
 CG0235
 CG0235                          STATION RECOVERY (1999)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0235'MARK NOT FOUND.
 CG0235
 CG0235                          STATION RECOVERY (2002)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0777 ***********************************************************************
 CZ0777  DESIGNATION -  268+15
 CZ0777  PID         -  CZ0777
 CZ0777  STATE/COUNTY-  AZ/PIMA
 CZ0777  USGS QUAD   -  THREE POINTS (1992)
 CZ0777
 CZ0777                         *CURRENT SURVEY CONTROL
 CZ0777  ___________________________________________________________________
 CZ0777* NAD 83(1986)-  32 04 35.     (N)    111 19 06.     (W)     SCALED    
 CZ0777* NAVD 88     -       771.96   (+/-2cm)    2532.7    (feet)  VERTCON   
 CZ0777  ___________________________________________________________________
 CZ0777  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0777
 CZ0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0777
 CZ0777.The horizontal coordinates were scaled from a topographic map and have
 CZ0777.an estimated accuracy of +/- 6 seconds.
 CZ0777
 CZ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0777.The vertical order pertains to the NGVD 29 superseded value.
 CZ0777
 CZ0777.The geoid height was determined by GEOID03.
 CZ0777
 CZ0777;                    North         East    Units  Estimated Accuracy
 CZ0777;SPC AZ C     -   119,490.      269,850.      MT  (+/- 180 meters Scaled)
 CZ0777
 CZ0777                          SUPERSEDED SURVEY CONTROL
 CZ0777
 CZ0777  NGVD 29 (??/??/92)  771.277  (m)         2530.43   (f) ADJ UNCH    2 0
 CZ0777
 CZ0777.Superseded values are not recommended for survey control.
 CZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0777.See file dsdata.txt to determine how the superseded data were derived.
 CZ0777
 CZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA699489(NAD 83)
 CZ0777_MARKER: DD = SURVEY DISK
 CZ0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0777_SP_SET: CULVERT
 CZ0777_STAMPING: 268+15 2531.32
 CZ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0777
 CZ0777  HISTORY     - Date     Condition        Report By
 CZ0777  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0777  HISTORY     - 1951     GOOD             NGS
 CZ0777
 CZ0777                          STATION DESCRIPTION
 CZ0777
 CZ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0777'22.4 MI SW FROM TUCSON.
 CZ0777'22.4 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0777'HIGHWAY 86, 0.3 MILE WEST OF THE THREE POINTS GRADE SCHOOL AT THREE
 CZ0777'POINTS, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH HEADWALL OF
 CZ0777'A 4 BY 6 FOOT CONCRETE CULVERT, 17 YARDS SOUTH OF A TELEPHONE LINE AND
 CZ0777'A FENCE LINE EAST-WEST, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0777'HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0152 ***********************************************************************
 DB0152  DESIGNATION -  269.10
 DB0152  PID         -  DB0152
 DB0152  STATE/COUNTY-  AZ/YUMA
 DB0152  USGS QUAD   -  WELLTON (1982)
 DB0152
 DB0152                         *CURRENT SURVEY CONTROL
 DB0152  ___________________________________________________________________
 DB0152* NAD 83(1986)-  32 39 48.     (N)    114 08 32.     (W)     SCALED    
 DB0152* NAVD 88     -        82.659  (meters)     271.19   (feet)  ADJUSTED  
 DB0152  ___________________________________________________________________
 DB0152  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0152  DYNAMIC HT  -          82.564 (meters)     270.88  (feet)  COMP
 DB0152  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 DB0152
 DB0152  VERT ORDER  -  FIRST     CLASS II
 DB0152
 DB0152.The horizontal coordinates were scaled from a topographic map and have
 DB0152.an estimated accuracy of +/- 6 seconds.
 DB0152
 DB0152.The orthometric height was determined by differential leveling
 DB0152.and adjusted by the National Geodetic Survey in June 1991..
 DB0152
 DB0152.The geoid height was determined by GEOID03.
 DB0152
 DB0152.The dynamic height is computed by dividing the NAVD 88
 DB0152.geopotential number by the normal gravity value computed on the
 DB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0152.degrees latitude (g = 980.6199 gals.).
 DB0152
 DB0152.The modeled gravity was interpolated from observed gravity values.
 DB0152
 DB0152;                    North         East    Units  Estimated Accuracy
 DB0152;SPC AZ W     -   184,490.      176,570.      MT  (+/- 180 meters Scaled)
 DB0152
 DB0152                          SUPERSEDED SURVEY CONTROL
 DB0152
 DB0152  NGVD 29 (??/??/??)   82.027  (m)          269.12   (f) ADJUSTED    1 2
 DB0152
 DB0152.Superseded values are not recommended for survey control.
 DB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0152.See file dsdata.txt to determine how the superseded data were derived.
 DB0152
 DB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680175(NAD 83)
 DB0152_MARKER: DD = SURVEY DISK
 DB0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0152_SP_SET: CULVERT
 DB0152_STAMPING: 269.10
 DB0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0152
 DB0152  HISTORY     - Date     Condition        Report By
 DB0152  HISTORY     - UNK      MONUMENTED       BOR
 DB0152  HISTORY     - 1962     GOOD             NGS
 DB0152  HISTORY     - 1981     GOOD             NGS
 DB0152  HISTORY     - 1981     GOOD             NGS
 DB0152
 DB0152                          STATION DESCRIPTION
 DB0152
 DB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0152'0.6 MI S FROM WELLTON.
 DB0152'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0152'PACIFIC RAILWAY STATION AT WELLTON, THENCE 0.35 MILE SOUTH ALONG
 DB0152'A GRAVELED ROAD, 57 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DB0152'123 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE
 DB0152'BRACED WITH A GUY WIRE, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 DB0152'ROAD, AND SET IN THE CENTER OF THE TOP OF A CONCRETE HEADWALL
 DB0152'AT THE FIRST CONCRETE IRRIGATION HEADGATE SOUTH OF A CURVE IN
 DB0152'THE ROAD.
 DB0152
 DB0152                          STATION RECOVERY (1981)
 DB0152
 DB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0152'0.55 KM (0.35 MI) EAST ALONG U.S HIGHWAY 80 FROM THE POST OFFICE IN
 DB0152'WELLTON, THENCE 1.1 KM (0.7 MI) SOUTH ALONG AVENUE 29E, 0.2 KM
 DB0152'(0.1 MI) NORTH OF THE INTERSTATE HIGHWAY 8 UNDERPASS, SET IN TOP OF
 DB0152'THE CENTER OF THE SOUTH HEADWALL OF CHECKGATE NUMBER W-4.2-0.3 LAT.,
 DB0152'17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE AVENUE.
 DB0152'THE MARK IS 0.6 M BELOW THE AVENUE.
 DB0152
 DB0152                          STATION RECOVERY (1981)
 DB0152
 DB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0152'0.55 KM (0.35 MI) EAST ALONG U.S HIGHWAY 80 FROM THE POST OFFICE IN
 DB0152'WELLTON, THENCE 1.1 KM (0.7 MI) SOUTH ALONG AVENUE 29E, 0.2 KM
 DB0152'(0.1 MI) NORTH OF THE INTERSTATE HIGHWAY 8 UNDERPASS, SET IN TOP OF
 DB0152'THE CENTER OF THE SOUTH HEADWALL OF CHECKGATE NUMBER W-4.2-0.3 LAT.,
 DB0152'17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE AVENUE.
 DB0152'THE MARK IS 0.6 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0619 ***********************************************************************
 CY0619  DESIGNATION -  2694+03
 CY0619  PID         -  CY0619
 CY0619  STATE/COUNTY-  AZ/COCHISE
 CY0619  USGS QUAD   -  RAILROAD PASS (1979)
 CY0619
 CY0619                         *CURRENT SURVEY CONTROL
 CY0619  ___________________________________________________________________
 CY0619* NAD 83(1986)-  32 21 22.     (N)    109 41 43.     (W)     SCALED    
 CY0619* NAVD 88     -      1301.843  (meters)    4271.13   (feet)  ADJUSTED  
 CY0619  ___________________________________________________________________
 CY0619  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0619  DYNAMIC HT  -        1299.907 (meters)    4264.78  (feet)  COMP
 CY0619  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 CY0619
 CY0619  VERT ORDER  -  FIRST     CLASS II
 CY0619
 CY0619.The horizontal coordinates were scaled from a topographic map and have
 CY0619.an estimated accuracy of +/- 6 seconds.
 CY0619
 CY0619.The orthometric height was determined by differential leveling
 CY0619.and adjusted by the National Geodetic Survey in June 1991..
 CY0619
 CY0619.The geoid height was determined by GEOID03.
 CY0619
 CY0619.The dynamic height is computed by dividing the NAVD 88
 CY0619.geopotential number by the normal gravity value computed on the
 CY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0619.degrees latitude (g = 980.6199 gals.).
 CY0619
 CY0619.The modeled gravity was interpolated from observed gravity values.
 CY0619
 CY0619;                    North         East    Units  Estimated Accuracy
 CY0619;SPC AZ E     -   150,450.      257,730.      MT  (+/- 180 meters Scaled)
 CY0619
 CY0619                          SUPERSEDED SURVEY CONTROL
 CY0619
 CY0619.No superseded survey control is available for this station.
 CY0619
 CY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA227806(NAD 83)
 CY0619_MARKER: DB = BENCH MARK DISK
 CY0619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0619_SP_SET: CULVERT
 CY0619_STAMPING: ELEV. 4268.40 EB. STA. 2694+03
 CY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0619+STABILITY: SURFACE MOTION
 CY0619
 CY0619  HISTORY     - Date     Condition        Report By
 CY0619  HISTORY     - UNK      MONUMENTED       AZHD
 CY0619  HISTORY     - 1979     GOOD             NGS
 CY0619
 CY0619                          STATION DESCRIPTION
 CY0619
 CY0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0619'18.0 KM NE FROM WILLCOX.
 CY0619'18.05 KILOMETERS (11.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0619'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN THE TOP CENTER OF A
 CY0619'TRIPLE BOX CULVERT, 19.9 METERS (65 FEET) SOUTH OF THE CENTERLINE OF
 CY0619'THE EASTBOUND LANES AND 5.9 METERS (19.3 FEET) EAST OF THE WEST END
 CY0619'OF THE HEADWALL.
 CY0619'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0307 ***********************************************************************
 FS0307  DESIGNATION -  2694+83
 FS0307  PID         -  FS0307
 FS0307  STATE/COUNTY-  AZ/MOHAVE
 FS0307  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0307
 FS0307                         *CURRENT SURVEY CONTROL
 FS0307  ___________________________________________________________________
 FS0307* NAD 83(1986)-  35 36 33.     (N)    114 24 35.     (W)     SCALED    
 FS0307* NAVD 88     -       821.850  (meters)    2696.35   (feet)  POSTED    
 FS0307  ___________________________________________________________________
 FS0307  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0307  DYNAMIC HT  -         820.930 (meters)    2693.33  (feet)  COMP
 FS0307  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 FS0307
 FS0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0307
 FS0307.The horizontal coordinates were scaled from a topographic map and have
 FS0307.an estimated accuracy of +/- 6 seconds.
 FS0307
 FS0307.The orthometric height was determined by differential leveling
 FS0307.and adjusted by the National Geodetic Survey in 1992..
 FS0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0307.rate of 1.1 thru 2.0 mm/km.
 FS0307
 FS0307.The geoid height was determined by GEOID03.
 FS0307
 FS0307.The dynamic height is computed by dividing the NAVD 88
 FS0307.geopotential number by the normal gravity value computed on the
 FS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0307.degrees latitude (g = 980.6199 gals.).
 FS0307
 FS0307.The modeled gravity was interpolated from observed gravity values.
 FS0307
 FS0307;                    North         East    Units  Estimated Accuracy
 FS0307;SPC AZ W     -   511,370.      153,590.      MT  (+/- 180 meters Scaled)
 FS0307
 FS0307                          SUPERSEDED SURVEY CONTROL
 FS0307
 FS0307  NGVD 29 (??/??/92)  821.715  (m)         2695.91   (f) ADJ UNCH    1 1
 FS0307
 FS0307.Superseded values are not recommended for survey control.
 FS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0307.See file dsdata.txt to determine how the superseded data were derived.
 FS0307
 FS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV346436(NAD 83)
 FS0307_MARKER: DD = SURVEY DISK
 FS0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0307_SP_SET: BRIDGE
 FS0307_STAMPING: 2694+83
 FS0307_MARK LOGO: AZHD  
 FS0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0307
 FS0307  HISTORY     - Date     Condition        Report By
 FS0307  HISTORY     - UNK      MONUMENTED       AZHD
 FS0307  HISTORY     - 1950     GOOD             NGS
 FS0307  HISTORY     - 1982     GOOD             NGS
 FS0307  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 FS0307
 FS0307                          STATION DESCRIPTION
 FS0307
 FS0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0307'17.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0307'17.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0307'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A CONCRETE BRIDGE
 FS0307'OVER DETRITAL WASH, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0307'SOUTHWEST GUARD RAIL, 14.1 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0307'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 FS0307
 FS0307                          STATION RECOVERY (1982)
 FS0307
 FS0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0307'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0307
 FS0307                          STATION RECOVERY (1987)
 FS0307
 FS0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1607 ***********************************************************************
 DV1607  DESIGNATION -  27 A
 DV1607  PID         -  DV1607
 DV1607  STATE/COUNTY-  AZ/LA PAZ
 DV1607  USGS QUAD   -  HOPE SE (1990)
 DV1607
 DV1607                         *CURRENT SURVEY CONTROL
 DV1607  ___________________________________________________________________
 DV1607* NAD 83(1986)-  33 35 54.     (N)    113 32 59.     (W)     SCALED    
 DV1607* NAVD 88     -       423.99   (+/-2cm)    1391.0    (feet)  VERTCON   
 DV1607  ___________________________________________________________________
 DV1607  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1607
 DV1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1607
 DV1607.The horizontal coordinates were scaled from a topographic map and have
 DV1607.an estimated accuracy of +/- 6 seconds.
 DV1607
 DV1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1607.The vertical order pertains to the NGVD 29 superseded value.
 DV1607
 DV1607.The geoid height was determined by GEOID03.
 DV1607
 DV1607;                    North         East    Units  Estimated Accuracy
 DV1607;SPC AZ W     -   288,130.      231,950.      MT  (+/- 180 meters Scaled)
 DV1607
 DV1607                          SUPERSEDED SURVEY CONTROL
 DV1607
 DV1607  NGVD 29 (??/??/92)  423.306  (m)         1388.80   (f) ADJ UNCH    2 0
 DV1607
 DV1607.Superseded values are not recommended for survey control.
 DV1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1607.See file dsdata.txt to determine how the superseded data were derived.
 DV1607
 DV1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC634205(NAD 83)
 DV1607_MARKER: DD = SURVEY DISK
 DV1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1607_STAMPING: 27 A 1962
 DV1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1607+STABILITY: SURFACE MOTION
 DV1607
 DV1607  HISTORY     - Date     Condition        Report By
 DV1607  HISTORY     - 1962     MONUMENTED       AZHD
 DV1607  HISTORY     - 19870204 GOOD             USGS
 DV1607
 DV1607                          STATION DESCRIPTION
 DV1607
 DV1607'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1607'18.3 MI SE FROM SALOME.
 DV1607'0.5 MILE EAST-SOUTHEAST OF X 396 27, AN ARIZONA HIGHWAY DEPARTMENT
 DV1607'DISK STAMPED 27 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1607'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1607'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1607
 DV1607                          STATION RECOVERY (1987)
 DV1607
 DV1607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0817 ***********************************************************************
 FQ0817  DESIGNATION -  27 BKC
 FQ0817  PID         -  FQ0817
 FQ0817  STATE/COUNTY-  AZ/COCONINO
 FQ0817  USGS QUAD   -  WUPATKI SE (1969)
 FQ0817
 FQ0817                         *CURRENT SURVEY CONTROL
 FQ0817  ___________________________________________________________________
 FQ0817* NAD 83(1986)-  35 31 50.     (N)    111 22 10.     (W)     SCALED    
 FQ0817* NAVD 88     -      1473.660  (meters)    4834.83   (feet)  POSTED    
 FQ0817  ___________________________________________________________________
 FQ0817  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0817  DYNAMIC HT  -        1471.780 (meters)    4828.66  (feet)  COMP
 FQ0817  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 FQ0817
 FQ0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0817
 FQ0817.The horizontal coordinates were scaled from a topographic map and have
 FQ0817.an estimated accuracy of +/- 6 seconds.
 FQ0817
 FQ0817.The orthometric height was determined by differential leveling
 FQ0817.and adjusted by the National Geodetic Survey in 1992..
 FQ0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0817.rate of 0.0 thru 1.0 mm/km.
 FQ0817
 FQ0817.The geoid height was determined by GEOID03.
 FQ0817
 FQ0817.The dynamic height is computed by dividing the NAVD 88
 FQ0817.geopotential number by the normal gravity value computed on the
 FQ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0817.degrees latitude (g = 980.6199 gals.).
 FQ0817
 FQ0817.The modeled gravity was interpolated from observed gravity values.
 FQ0817
 FQ0817;                    North         East    Units  Estimated Accuracy
 FQ0817;SPC AZ C     -   502,570.      262,990.      MT  (+/- 180 meters Scaled)
 FQ0817
 FQ0817                          SUPERSEDED SURVEY CONTROL
 FQ0817
 FQ0817.No superseded survey control is available for this station.
 FQ0817
 FQ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE665319(NAD 83)
 FQ0817_MARKER: DB = BENCH MARK DISK
 FQ0817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0817_SP_SET: COPPER-CLAD STEEL ROD
 FQ0817_STAMPING: 27 BKC 1968 4832
 FQ0817_MARK LOGO: USGS  
 FQ0817_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0817+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0817
 FQ0817  HISTORY     - Date     Condition        Report By
 FQ0817  HISTORY     - 1968     MONUMENTED       USGS
 FQ0817
 FQ0817                          STATION DESCRIPTION
 FQ0817
 FQ0817'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0817'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0817'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0817'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 1.1
 FQ0817'MILES NORTHWEST ALONG THE PARK SERVICE ROAD TO A POINT ON THE RIM OF
 FQ0817'THE CANYON, 271 FEET SOUTH OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0817'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0817'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0789 ***********************************************************************
 FQ0789  DESIGNATION -  27 HLS
 FQ0789  PID         -  FQ0789
 FQ0789  STATE/COUNTY-  AZ/NAVAJO
 FQ0789  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0789
 FQ0789                         *CURRENT SURVEY CONTROL
 FQ0789  ___________________________________________________________________
 FQ0789* NAD 83(1986)-  35 09 41.     (N)    110 06 55.     (W)     SCALED    
 FQ0789* NAVD 88     -      1664.110  (meters)    5459.67   (feet)  ADJUSTED  
 FQ0789  ___________________________________________________________________
 FQ0789  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0789  DYNAMIC HT  -        1661.876 (meters)    5452.34  (feet)  COMP
 FQ0789  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 FQ0789
 FQ0789  VERT ORDER  -  THIRD
 FQ0789
 FQ0789.The horizontal coordinates were scaled from a topographic map and have
 FQ0789.an estimated accuracy of +/- 6 seconds.
 FQ0789
 FQ0789.The orthometric height was determined by differential leveling
 FQ0789.and adjusted by the National Geodetic Survey in June 1991..
 FQ0789
 FQ0789.The geoid height was determined by GEOID03.
 FQ0789
 FQ0789.The dynamic height is computed by dividing the NAVD 88
 FQ0789.geopotential number by the normal gravity value computed on the
 FQ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0789.degrees latitude (g = 980.6199 gals.).
 FQ0789
 FQ0789.The modeled gravity was interpolated from observed gravity values.
 FQ0789
 FQ0789;                    North         East    Units  Estimated Accuracy
 FQ0789;SPC AZ E     -   461,480.      218,040.      MT  (+/- 180 meters Scaled)
 FQ0789
 FQ0789                          SUPERSEDED SURVEY CONTROL
 FQ0789
 FQ0789.No superseded survey control is available for this station.
 FQ0789
 FQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD805912(NAD 83)
 FQ0789_MARKER: DB = BENCH MARK DISK
 FQ0789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0789_SP_SET: COPPER-CLAD STEEL ROD
 FQ0789_STAMPING: 27 HLS 1970 5457
 FQ0789_MARK LOGO: USGS  
 FQ0789_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0789+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0789
 FQ0789  HISTORY     - Date     Condition        Report By
 FQ0789  HISTORY     - 1970     MONUMENTED       USGS
 FQ0789
 FQ0789                          STATION DESCRIPTION
 FQ0789
 FQ0789'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0789'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0789'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0789'HIGHWAY 77, THENCE 2.0 MILES WEST ALONG A ROAD, 41 FEET NORTH OF THE
 FQ0789'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.  A
 FQ0789'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0477 ***********************************************************************
 FS0477  DESIGNATION -  27 L
 FS0477  PID         -  FS0477
 FS0477  STATE/COUNTY-  AZ/MOHAVE
 FS0477  USGS QUAD   -  MT TIPTON NW (1980)
 FS0477
 FS0477                         *CURRENT SURVEY CONTROL
 FS0477  ___________________________________________________________________
 FS0477* NAD 83(1986)-  35 39 35.     (N)    114 12 40.     (W)     SCALED    
 FS0477* NAVD 88     -      1051.783  (meters)    3450.72   (feet)  POSTED    
 FS0477  ___________________________________________________________________
 FS0477  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FS0477  DYNAMIC HT  -        1050.580 (meters)    3446.78  (feet)  COMP
 FS0477  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 FS0477
 FS0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0477
 FS0477.The horizontal coordinates were scaled from a topographic map and have
 FS0477.an estimated accuracy of +/- 6 seconds.
 FS0477
 FS0477.The orthometric height was determined by differential leveling
 FS0477.and adjusted by the National Geodetic Survey in 1992..
 FS0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0477.rate of 0.0 thru 1.0 mm/km.
 FS0477
 FS0477.The geoid height was determined by GEOID03.
 FS0477
 FS0477.The dynamic height is computed by dividing the NAVD 88
 FS0477.geopotential number by the normal gravity value computed on the
 FS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0477.degrees latitude (g = 980.6199 gals.).
 FS0477
 FS0477.The modeled gravity was interpolated from observed gravity values.
 FS0477
 FS0477;                    North         East    Units  Estimated Accuracy
 FS0477;SPC AZ W     -   516,880.      171,610.      MT  (+/- 180 meters Scaled)
 FS0477
 FS0477                          SUPERSEDED SURVEY CONTROL
 FS0477
 FS0477  NGVD 29 (??/??/92) 1051.000  (m)         3448.16   (f) ADJ UNCH    1 1
 FS0477
 FS0477.Superseded values are not recommended for survey control.
 FS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0477.See file dsdata.txt to determine how the superseded data were derived.
 FS0477
 FS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV524497(NAD 83)
 FS0477_MARKER: DD = SURVEY DISK
 FS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0477_STAMPING: 27 L 1938
 FS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0477+STABILITY: SURFACE MOTION
 FS0477
 FS0477  HISTORY     - Date     Condition        Report By
 FS0477  HISTORY     - 1938     MONUMENTED       USGS
 FS0477  HISTORY     - 1950     GOOD             NGS
 FS0477
 FS0477                          STATION DESCRIPTION
 FS0477
 FS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0477'23.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0477'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 92 FROM THE JUNCTION OF
 FS0477'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 12.5 MILES
 FS0477'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, ON THE
 FS0477'INSIDE OF A SHARP CURVE, 110 FEET SOUTH OF A POINT WHERE THE ROAD
 FS0477'CROSSES A WASH, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FS0477'ROAD, 37 FEET SOUTHWEST OF THE BANK OF THE WASH, ABOUT 3 FEET
 FS0477'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0477'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0379 ***********************************************************************
 DT0379  DESIGNATION -  2701
 DT0379  PID         -  DT0379
 DT0379  STATE/COUNTY-  AZ/GRAHAM
 DT0379  USGS QUAD   -  FORT THOMAS (1989)
 DT0379
 DT0379                         *CURRENT SURVEY CONTROL
 DT0379  ___________________________________________________________________
 DT0379* NAD 83(1986)-  33 02 16.     (N)    109 57 59.     (W)     SCALED    
 DT0379* NAVD 88     -       823.611  (meters)    2702.13   (feet)  ADJUSTED  
 DT0379  ___________________________________________________________________
 DT0379  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DT0379  DYNAMIC HT  -         822.485 (meters)    2698.44  (feet)  COMP
 DT0379  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 DT0379
 DT0379  VERT ORDER  -  FIRST     CLASS II
 DT0379
 DT0379.The horizontal coordinates were scaled from a topographic map and have
 DT0379.an estimated accuracy of +/- 6 seconds.
 DT0379
 DT0379.The orthometric height was determined by differential leveling
 DT0379.and adjusted by the National Geodetic Survey in June 1991..
 DT0379
 DT0379.The geoid height was determined by GEOID03.
 DT0379
 DT0379.The dynamic height is computed by dividing the NAVD 88
 DT0379.geopotential number by the normal gravity value computed on the
 DT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0379.degrees latitude (g = 980.6199 gals.).
 DT0379
 DT0379.The modeled gravity was interpolated from observed gravity values.
 DT0379
 DT0379;                    North         East    Units  Estimated Accuracy
 DT0379;SPC AZ E     -   225,960.      232,070.      MT  (+/- 180 meters Scaled)
 DT0379
 DT0379                          SUPERSEDED SURVEY CONTROL
 DT0379
 DT0379  NGVD 29 (??/??/92)  823.039  (m)         2700.25   (f) ADJ UNCH    1 2
 DT0379
 DT0379.Superseded values are not recommended for survey control.
 DT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0379.See file dsdata.txt to determine how the superseded data were derived.
 DT0379
 DT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB965559(NAD 83)
 DT0379_MARKER: P = PIPE CAP
 DT0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0379
 DT0379  HISTORY     - Date     Condition        Report By
 DT0379  HISTORY     - UNK      MONUMENTED       USGS
 DT0379  HISTORY     - 1933     GOOD             NGS
 DT0379
 DT0379                          STATION DESCRIPTION
 DT0379
 DT0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0379'IN FT THOMAS.
 DT0379'360 FT. NORTHWEST OF DEPOT, 178 FT. NORTH OF SOUTHERN PACIFIC RAILROAD
 DT0379'CENTER LINE, 48 FT. NORTH OF PAVED HIGHWAY CENTER LINE AT HIGHWAY
 DT0379'STATION 3199 + 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0663 ***********************************************************************
 DA0663  DESIGNATION -  270+22
 DA0663  PID         -  DA0663
 DA0663  STATE/COUNTY-  AZ/MARICOPA
 DA0663  USGS QUAD   -  GILA BEND (1973)
 DA0663
 DA0663                         *CURRENT SURVEY CONTROL
 DA0663  ___________________________________________________________________
 DA0663* NAD 83(1986)-  32 54 57.     (N)    112 37 40.     (W)     SCALED    
 DA0663* NAVD 88     -       293.41   (+/-2cm)     962.6    (feet)  VERTCON   
 DA0663  ___________________________________________________________________
 DA0663  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0663
 DA0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0663
 DA0663.The horizontal coordinates were scaled from a topographic map and have
 DA0663.an estimated accuracy of +/- 6 seconds.
 DA0663
 DA0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0663.The vertical order pertains to the NGVD 29 superseded value.
 DA0663
 DA0663.The geoid height was determined by GEOID03.
 DA0663
 DA0663;                    North         East    Units  Estimated Accuracy
 DA0663;SPC AZ C     -   212,640.      146,850.      MT  (+/- 180 meters Scaled)
 DA0663
 DA0663                          SUPERSEDED SURVEY CONTROL
 DA0663
 DA0663  NGVD 29 (??/??/92)  292.790  (m)          960.60   (f) ADJ UNCH    2 0
 DA0663
 DA0663.Superseded values are not recommended for survey control.
 DA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0663.See file dsdata.txt to determine how the superseded data were derived.
 DA0663
 DA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB477431(NAD 83)
 DA0663_MARKER: DD = SURVEY DISK
 DA0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0663_SP_SET: BRIDGE
 DA0663_STAMPING: 960.65 270 + 22 195
 DA0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0663
 DA0663  HISTORY     - Date     Condition        Report By
 DA0663  HISTORY     - UNK      MONUMENTED       AZHD
 DA0663  HISTORY     - 1960     GOOD             NGS
 DA0663
 DA0663                          STATION DESCRIPTION
 DA0663
 DA0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0663'5.0 MI SE FROM GILA BEND.
 DA0663'5.0 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0663'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 25 FEET SOUTH OF THE CENTERLINE
 DA0663'OF THE WEST BOUND TRAFFIC LANE, SET IN THE CENTER OF THE NORTH
 DA0663'CONCRETE GUARD RAIL OF A HIGHWAY BRIDGE AND ABOUT 1 FOOT ABOVE THE
 DA0663'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0153 ***********************************************************************
 DB0153  DESIGNATION -  270.662
 DB0153  PID         -  DB0153
 DB0153  STATE/COUNTY-  AZ/YUMA
 DB0153  USGS QUAD   -  WELLTON (1982)
 DB0153
 DB0153                         *CURRENT SURVEY CONTROL
 DB0153  ___________________________________________________________________
 DB0153* NAD 83(1986)-  32 39 30.     (N)    114 08 31.     (W)     SCALED    
 DB0153* NAVD 88     -        83.14   (+/-2cm)     272.8    (feet)  VERTCON   
 DB0153  ___________________________________________________________________
 DB0153  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0153
 DB0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0153
 DB0153.The horizontal coordinates were scaled from a topographic map and have
 DB0153.an estimated accuracy of +/- 6 seconds.
 DB0153
 DB0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0153.The vertical order pertains to the NGVD 29 superseded value.
 DB0153
 DB0153.The geoid height was determined by GEOID03.
 DB0153
 DB0153;                    North         East    Units  Estimated Accuracy
 DB0153;SPC AZ W     -   183,940.      176,590.      MT  (+/- 180 meters Scaled)
 DB0153
 DB0153                          SUPERSEDED SURVEY CONTROL
 DB0153
 DB0153  NGVD 29 (??/??/??)   82.504  (m)          270.68   (f) ADJUSTED    2 0
 DB0153
 DB0153.Superseded values are not recommended for survey control.
 DB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0153.See file dsdata.txt to determine how the superseded data were derived.
 DB0153
 DB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680170(NAD 83)
 DB0153_MARKER: DD = SURVEY DISK
 DB0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0153_SP_SET: BRIDGE
 DB0153_STAMPING: 270.662
 DB0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0153
 DB0153  HISTORY     - Date     Condition        Report By
 DB0153  HISTORY     - UNK      MONUMENTED       BOR
 DB0153  HISTORY     - 1962     GOOD             NGS
 DB0153
 DB0153                          STATION DESCRIPTION
 DB0153
 DB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0153'0.9 MI S FROM WELLTON.
 DB0153'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0153'PACIFIC RAILROAD STATION AT WELLTON, THENCE 0.7 MILE SOUTH ALONG
 DB0153'A GRAVELED ROAD, IN THE TOP OF THE WEST SIDE OF A CONCRETE FLOOD
 DB0153'GATE IN A LARGE NORTHEAST-SOUTHWEST CONCRETE IRRIGATION CANAL,
 DB0153'35 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 23 FEET
 DB0153'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD ON THE NORTHWEST
 DB0153'SIDE OF THE CANAL, 24 FEET EAST OF THE NORTHEAST CORNER OF A
 DB0153'SMALL WOODEN BRIDGE, ABOUT 1 FOOT ABOVE A METAL RUNG OF A LADDER
 DB0153'IN SIDE OF A FLOOD BOX, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 DB0153'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1748 ***********************************************************************
 DU1748  DESIGNATION -  271+99.45
 DU1748  PID         -  DU1748
 DU1748  STATE/COUNTY-  AZ/MARICOPA
 DU1748  USGS QUAD   -  CURRYS CORNER (1982)
 DU1748
 DU1748                         *CURRENT SURVEY CONTROL
 DU1748  ___________________________________________________________________
 DU1748* NAD 83(1986)-  33 39 30.     (N)    111 59 04.     (W)     SCALED    
 DU1748* NAVD 88     -       464.824  (meters)    1525.01   (feet)  ADJUSTED  
 DU1748  ___________________________________________________________________
 DU1748  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1748  DYNAMIC HT  -         464.273 (meters)    1523.20  (feet)  COMP
 DU1748  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 DU1748
 DU1748  VERT ORDER  -  SECOND    CLASS I
 DU1748
 DU1748.The horizontal coordinates were scaled from a topographic map and have
 DU1748.an estimated accuracy of +/- 6 seconds.
 DU1748
 DU1748.The orthometric height was determined by differential leveling
 DU1748.and adjusted by the National Geodetic Survey in November 1993..
 DU1748
 DU1748.The geoid height was determined by GEOID03.
 DU1748
 DU1748.The dynamic height is computed by dividing the NAVD 88
 DU1748.geopotential number by the normal gravity value computed on the
 DU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1748.degrees latitude (g = 980.6199 gals.).
 DU1748
 DU1748.The modeled gravity was interpolated from observed gravity values.
 DU1748
 DU1748;                    North         East    Units  Estimated Accuracy
 DU1748;SPC AZ C     -   294,760.      207,070.      MT  (+/- 180 meters Scaled)
 DU1748
 DU1748                          SUPERSEDED SURVEY CONTROL
 DU1748
 DU1748.No superseded survey control is available for this station.
 DU1748
 DU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC087247(NAD 83)
 DU1748_MARKER: DD = SURVEY DISK
 DU1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1748_SP_SET: CONCRETE POST
 DU1748_STAMPING: 271+99.45
 DU1748_MARK LOGO: BOR   
 DU1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1748+STABILITY: SURFACE MOTION
 DU1748
 DU1748  HISTORY     - Date     Condition        Report By
 DU1748  HISTORY     - UNK      MONUMENTED       BOR
 DU1748  HISTORY     - 1984     GOOD             AZDT
 DU1748  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1748
 DU1748                          STATION DESCRIPTION
 DU1748
 DU1748'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1748'IN PHOENIX.
 DU1748'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1748'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1748'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1748'FENCE OF THE CANAL FOR 5.13 KM (3.19 MI) TO THE MARK, 38.1 METERS
 DU1748'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1748'CONCRETE POST.
 DU1748
 DU1748                          STATION RECOVERY (2004)
 DU1748
 DU1748'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0496 ***********************************************************************
 CZ0496  DESIGNATION -  272+10
 CZ0496  PID         -  CZ0496
 CZ0496  STATE/COUNTY-  AZ/PIMA
 CZ0496  USGS QUAD   -  MARANA (1992)
 CZ0496
 CZ0496                         *CURRENT SURVEY CONTROL
 CZ0496  ___________________________________________________________________
 CZ0496* NAD 83(1992)-  32 27 01.00652(N)    111 11 55.73978(W)     ADJUSTED  
 CZ0496* NAVD 88     -       610.973  (meters)    2004.50   (feet)  ADJUSTED  
 CZ0496  ___________________________________________________________________
 CZ0496  EPOCH DATE  -        2002.00
 CZ0496  X           -  -1,948,301.586 (meters)                     COMP
 CZ0496  Y           -  -5,023,329.093 (meters)                     COMP
 CZ0496  Z           -   3,402,983.673 (meters)                     COMP
 CZ0496  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 CZ0496  ELLIP HEIGHT-         581.55  (meters)          (10/18/04) GPS OBS
 CZ0496  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0496  DYNAMIC HT  -         610.167 (meters)    2001.86  (feet)  COMP
 CZ0496  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 CZ0496
 CZ0496  HORZ ORDER  -  FIRST
 CZ0496  VERT ORDER  -  FIRST     CLASS II
 CZ0496  ELLP ORDER  -  FOURTH    CLASS I
 CZ0496
 CZ0496.The horizontal coordinates were established by GPS observations
 CZ0496.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 CZ0496.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0496.The epoch date for horizontal control is a decimal equivalence
 CZ0496.of Year/Month/Day.
 CZ0496
 CZ0496.The orthometric height was determined by differential leveling
 CZ0496.and adjusted by the National Geodetic Survey in June 1991..
 CZ0496
 CZ0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0496
 CZ0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0496
 CZ0496.The ellipsoidal height was determined by GPS observations
 CZ0496.and is referenced to NAD 83.
 CZ0496
 CZ0496.The geoid height was determined by GEOID03.
 CZ0496
 CZ0496.The dynamic height is computed by dividing the NAVD 88
 CZ0496.geopotential number by the normal gravity value computed on the
 CZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0496.degrees latitude (g = 980.6199 gals.).
 CZ0496
 CZ0496.The modeled gravity was interpolated from observed gravity values.
 CZ0496
 CZ0496;                    North         East     Units Scale Factor Converg.
 CZ0496;SPC AZ C     -   161,020.744   280,852.320   MT  0.99995615   +0 23 06.7
 CZ0496;SPC AZ C     -   528,283.28    921,431.50   iFT  0.99995615   +0 23 06.7
 CZ0496;UTM  12      - 3,590,364.963   481,313.048   MT  0.99960431   -0 06 24.0
 CZ0496
 CZ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0496!SPC AZ C     -   0.99990870  x   0.99995615  =   0.99986485
 CZ0496!UTM  12      -   0.99990870  x   0.99960431  =   0.99951305
 CZ0496
 CZ0496                          SUPERSEDED SURVEY CONTROL
 CZ0496
 CZ0496  NAVD 88 (10/18/04)  610.97   (m)         2004.5    (f) LEVELING    3  
 CZ0496  NGVD 29 (??/??/92)  610.404  (m)         2002.63   (f) ADJ UNCH    1 2
 CZ0496
 CZ0496.Superseded values are not recommended for survey control.
 CZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0496.See file dsdata.txt to determine how the superseded data were derived.
 CZ0496
 CZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8131390365(NAD 83)
 CZ0496_MARKER: DD = SURVEY DISK
 CZ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0496_SP_SET: HEADWALL
 CZ0496_STAMPING: 2002.88 272+10 1931
 CZ0496_MARK LOGO: AZHD  
 CZ0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0496+STABILITY: SURFACE MOTION
 CZ0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0496+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ0496
 CZ0496  HISTORY     - Date     Condition        Report By
 CZ0496  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0496  HISTORY     - 1951     GOOD             NGS
 CZ0496  HISTORY     - 1960     GOOD             NGS
 CZ0496  HISTORY     - 1980     GOOD             NGS
 CZ0496  HISTORY     - 19960204 GOOD             USPSQD
 CZ0496  HISTORY     - 20040301 GOOD             MSAM
 CZ0496
 CZ0496                          STATION DESCRIPTION
 CZ0496
 CZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0496'0.8 MI SE FROM MARANA.
 CZ0496'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0496'RAILROAD FROM THE POST OFFICE AT MARANA, AT A CONCRETE HIGHWAY BRIDGE,
 CZ0496'AT A RAILROAD MILEAGE NUMBER 962.97, IN THE TOP OF THE CENTER OF THE
 CZ0496'NORTHEAST CONCRETE CURBING OF THE BRIDGE, 16 FEET NORTHEAST OF THE
 CZ0496'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF AND ABOUT 1 FOOT
 CZ0496'HIGHER THAN THE HIGHWAY.
 CZ0496
 CZ0496                          STATION RECOVERY (1960)
 CZ0496
 CZ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0496'RECOVERED IN GOOD CONDITION.
 CZ0496
 CZ0496                          STATION RECOVERY (1980)
 CZ0496
 CZ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0496'33.8 KILOMETERS (21.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0496'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 962+97
 CZ0496'AT A 9-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE,
 CZ0496'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL, 34.5 METERS (113
 CZ0496'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 15.2 METERS (50 FEET) NORTHWEST
 CZ0496'OF THE SOUTHEAST END OF THE HEADWALL AND 5.0 METERS (16.4 FEET)
 CZ0496'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0496'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0496
 CZ0496                          STATION RECOVERY (1996)
 CZ0496
 CZ0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0496'RECOVERED IN GOOD CONDITION.
 CZ0496
 CZ0496                          STATION RECOVERY (2004)
 CZ0496
 CZ0496'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ0496'RECOVERY NOTE MSAM 2004 (DJK)
 CZ0496' 
 CZ0496'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0061 ***********************************************************************
 DA0061  DESIGNATION -  2721.1
 DA0061  PID         -  DA0061
 DA0061  STATE/COUNTY-  AZ/MARICOPA
 DA0061  USGS QUAD   -  KAKA NW (1986)
 DA0061
 DA0061                         *CURRENT SURVEY CONTROL
 DA0061  ___________________________________________________________________
 DA0061* NAD 83(1986)-  32 44 18.     (N)    112 22 35.     (W)     SCALED    
 DA0061* NAVD 88     -       830.00   (+/-2cm)    2723.1    (feet)  VERTCON   
 DA0061  ___________________________________________________________________
 DA0061  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0061
 DA0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0061
 DA0061.The horizontal coordinates were scaled from a topographic map and have
 DA0061.an estimated accuracy of +/- 6 seconds.
 DA0061
 DA0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0061.The vertical order pertains to the NGVD 29 superseded value.
 DA0061
 DA0061.The geoid height was determined by GEOID03.
 DA0061
 DA0061;                    North         East    Units  Estimated Accuracy
 DA0061;SPC AZ C     -   192,830.      170,280.      MT  (+/- 180 meters Scaled)
 DA0061
 DA0061                          SUPERSEDED SURVEY CONTROL
 DA0061
 DA0061  NGVD 29 (??/??/92)  829.278  (m)         2720.72   (f) ADJ UNCH    2 0
 DA0061
 DA0061.Superseded values are not recommended for survey control.
 DA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0061.See file dsdata.txt to determine how the superseded data were derived.
 DA0061
 DA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB710231(NAD 83)
 DA0061_MARKER: Q = CHISELED SQUARE
 DA0061_SETTING: 66 = SET IN ROCK OUTCROP
 DA0061_SP_SET: ROCK FORMATION
 DA0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0061+STABILITY: POSITION/ELEVATION WELL
 DA0061
 DA0061  HISTORY     - Date     Condition        Report By
 DA0061  HISTORY     - UNK      MONUMENTED       USGS
 DA0061  HISTORY     - 1952     GOOD             NGS
 DA0061
 DA0061                          STATION DESCRIPTION
 DA0061
 DA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0061'2.4 MI NW FROM STOUTS WELL.
 DA0061'2.4 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0061'AT A POINT WHERE THE ROAD DROPS INTO A WASH, A CHISELED SQUARE IN THE
 DA0061'TOP OF A LONG ROCK FORMATION AT THE CENTER OF THE WASH, PROJECTING 1
 DA0061'1/2 FEET, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 DA0061'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0376 ***********************************************************************
 DT0376  DESIGNATION -  2723.52
 DT0376  PID         -  DT0376
 DT0376  STATE/COUNTY-  AZ/GRAHAM
 DT0376  USGS QUAD   -  FORT THOMAS (1989)
 DT0376
 DT0376                         *CURRENT SURVEY CONTROL
 DT0376  ___________________________________________________________________
 DT0376* NAD 83(1986)-  33 00 06.     (N)    109 56 37.     (W)     SCALED    
 DT0376* NAVD 88     -       830.58   (+/-2cm)    2725.0    (feet)  VERTCON   
 DT0376  ___________________________________________________________________
 DT0376  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DT0376
 DT0376  VERT ORDER  -  ? (See Below)
 DT0376
 DT0376.The horizontal coordinates were scaled from a topographic map and have
 DT0376.an estimated accuracy of +/- 6 seconds.
 DT0376
 DT0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0376.The vertical order pertains to the NGVD 29 superseded value.
 DT0376
 DT0376.The geoid height was determined by GEOID03.
 DT0376
 DT0376;                    North         East    Units  Estimated Accuracy
 DT0376;SPC AZ E     -   221,960.      234,200.      MT  (+/- 180 meters Scaled)
 DT0376
 DT0376                          SUPERSEDED SURVEY CONTROL
 DT0376
 DT0376  NGVD 29 (??/??/92)  830.006  (m)         2723.11   (f) ADJ UNCH    ?  
 DT0376
 DT0376.Superseded values are not recommended for survey control.
 DT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0376.See file dsdata.txt to determine how the superseded data were derived.
 DT0376
 DT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB986519(NAD 83)
 DT0376_MARKER: DZ = AZIMUTH MARK DISK
 DT0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0376_SP_SET: CULVERT
 DT0376_STAMPING: 2723,52 3355+6631
 DT0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0376
 DT0376  HISTORY     - Date     Condition        Report By
 DT0376  HISTORY     - UNK      MONUMENTED       AZHD
 DT0376  HISTORY     - 1933     GOOD             NGS
 DT0376
 DT0376                          STATION DESCRIPTION
 DT0376
 DT0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0376'2.9 MI SE FROM FT THOMAS.
 DT0376'ABOUT 2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RR FROM FORT
 DT0376'THOMAS, GRAHAM CO., OPPOSITE RAILROAD BRIDGE 1156.42, 44 FEET
 DT0376'NORTHEAST OF THE CENTER LINE OF THE TRACK, AT A 2 BY 8 FOOT CONCRETE
 DT0376'HIGHWAY CULVERT, AND IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL,
 DT0376'6 INCHES ABOVE GROUND.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DT0376'STAMPED 2723,52 3355+6631.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0691 ***********************************************************************
 CG0691  DESIGNATION -  2724.4
 CG0691  PID         -  CG0691
 CG0691  STATE/COUNTY-  AZ/PIMA
 CG0691  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0691
 CG0691                         *CURRENT SURVEY CONTROL
 CG0691  ___________________________________________________________________
 CG0691* NAD 83(1986)-  31 37 42.     (N)    111 43 00.     (W)     SCALED    
 CG0691* NAVD 88     -       830.80   (+/-2cm)    2725.7    (feet)  VERTCON   
 CG0691  ___________________________________________________________________
 CG0691  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CG0691
 CG0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0691
 CG0691.The horizontal coordinates were scaled from a topographic map and have
 CG0691.an estimated accuracy of +/- 6 seconds.
 CG0691
 CG0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0691.The vertical order pertains to the NGVD 29 superseded value.
 CG0691
 CG0691.The geoid height was determined by GEOID03.
 CG0691
 CG0691;                    North         East    Units  Estimated Accuracy
 CG0691;SPC AZ C     -    69,680.      232,330.      MT  (+/- 180 meters Scaled)
 CG0691
 CG0691                          SUPERSEDED SURVEY CONTROL
 CG0691
 CG0691  NGVD 29 (??/??/92)  830.047  (m)         2723.25   (f) ADJ UNCH    2 0
 CG0691
 CG0691.Superseded values are not recommended for survey control.
 CG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0691.See file dsdata.txt to determine how the superseded data were derived.
 CG0691
 CG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV320994(NAD 83)
 CG0691_MARKER: N = NAIL
 CG0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0691_SP_SET: TREE
 CG0691_STAMPING: 2724.4
 CG0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0691
 CG0691  HISTORY     - Date     Condition        Report By
 CG0691  HISTORY     - UNK      MONUMENTED       USGS
 CG0691  HISTORY     - 1952     GOOD             NGS
 CG0691  HISTORY     - 1977     POOR             USGS
 CG0691
 CG0691                          STATION DESCRIPTION
 CG0691
 CG0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0691'4.5 MI E FROM SAN MIGUEL.
 CG0691'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0691'MIGUEL, THENCE 0.4 MILE NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0691'AND SET IN THE TOP OF THE NORTH ROOT OF A MESQUITE TREE, 142 FEET
 CG0691'SOUTH OF B.M. P 306, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0691'AND ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE TREE STAMPED 2724.4.
 CG0691
 CG0691                          STATION RECOVERY (1977)
 CG0691
 CG0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0249 ***********************************************************************
 CG0249  DESIGNATION -  2730.90
 CG0249  PID         -  CG0249
 CG0249  STATE/COUNTY-  AZ/PIMA
 CG0249  USGS QUAD   -  SAHUARITA (1981)
 CG0249
 CG0249                         *CURRENT SURVEY CONTROL
 CG0249  ___________________________________________________________________
 CG0249* NAD 83(1986)-  31 56 17.     (N)    110 57 29.     (W)     SCALED    
 CG0249* NAVD 88     -       833.693  (meters)    2735.21   (feet)  ADJUSTED  
 CG0249  ___________________________________________________________________
 CG0249  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0249  DYNAMIC HT  -         832.494 (meters)    2731.27  (feet)  COMP
 CG0249  MODELED GRAV-     979,175.3   (mgal)                       NAVD 88
 CG0249
 CG0249  VERT ORDER  -  FIRST     CLASS II
 CG0249
 CG0249.The horizontal coordinates were scaled from a topographic map and have
 CG0249.an estimated accuracy of +/- 6 seconds.
 CG0249
 CG0249.The orthometric height was determined by differential leveling
 CG0249.and adjusted by the National Geodetic Survey in June 1991..
 CG0249
 CG0249.The geoid height was determined by GEOID03.
 CG0249
 CG0249.The dynamic height is computed by dividing the NAVD 88
 CG0249.geopotential number by the normal gravity value computed on the
 CG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0249.degrees latitude (g = 980.6199 gals.).
 CG0249
 CG0249.The modeled gravity was interpolated from observed gravity values.
 CG0249
 CG0249;                    North         East    Units  Estimated Accuracy
 CG0249;SPC AZ C     -   104,400.      304,000.      MT  (+/- 180 meters Scaled)
 CG0249
 CG0249                          SUPERSEDED SURVEY CONTROL
 CG0249
 CG0249  NGVD 29 (??/??/92)  833.042  (m)         2733.07   (f) ADJ UNCH    1 2
 CG0249
 CG0249.Superseded values are not recommended for survey control.
 CG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0249.See file dsdata.txt to determine how the superseded data were derived.
 CG0249
 CG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA039335(NAD 83)
 CG0249_MARKER: DB = BENCH MARK DISK
 CG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0249_SP_SET: CULVERT
 CG0249_STAMPING: 2730.90 1938 511+87.5
 CG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0249
 CG0249  HISTORY     - Date     Condition        Report By
 CG0249  HISTORY     - 1938     MONUMENTED       AZHD
 CG0249  HISTORY     - 1953     GOOD             NGS
 CG0249  HISTORY     - 1980     GOOD             NGS
 CG0249  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0249  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0249
 CG0249                          STATION DESCRIPTION
 CG0249
 CG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0249'1.4 MI S FROM SAHUARITA.
 CG0249'1.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0249'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.3 FEET
 CG0249'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 1004.19, AT A
 CG0249'LARGE CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0249'NORTH END OF THE WEST CONCRETE HEAD WALL, 18.8 FEET WEST OF THE CENTER
 CG0249'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0249
 CG0249                          STATION RECOVERY (1980)
 CG0249
 CG0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0249'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0249'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0249'NORTH END OF THE WEST HEADWALL OF A 2.1 X 4.5 METER (7 X 15
 CG0249'FOOT) HIGHWAY BOX CULVERT, 0.3 KILOMETER (0.2 MILE) SOUTH OF
 CG0249'HIGHWAY MILEPOST 47, 5.7 METERS (18.8 FEET) WEST OF THE
 CG0249'HIGHWAY CENTERLINE.
 CG0249'THE MARK IS 0.15 M ABOVE THE HIGHWAY CENTERLINE..
 CG0249
 CG0249                          STATION RECOVERY (1995)
 CG0249
 CG0249'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0249'MARK NOT FOUND.
 CG0249
 CG0249                          STATION RECOVERY (1999)
 CG0249
 CG0249'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0531 ***********************************************************************
 CZ0531  DESIGNATION -  273+09.6
 CZ0531  PID         -  CZ0531
 CZ0531  STATE/COUNTY-  AZ/PIMA
 CZ0531  USGS QUAD   -  JAYNES (1992)
 CZ0531
 CZ0531                         *CURRENT SURVEY CONTROL
 CZ0531  ___________________________________________________________________
 CZ0531* NAD 83(1986)-  32 21 59.     (N)    111 05 47.     (W)     SCALED    
 CZ0531* NAVD 88     -       653.383  (meters)    2143.64   (feet)  ADJUSTED  
 CZ0531  ___________________________________________________________________
 CZ0531  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0531  DYNAMIC HT  -         652.507 (meters)    2140.77  (feet)  COMP
 CZ0531  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CZ0531
 CZ0531  VERT ORDER  -  FIRST     CLASS II
 CZ0531
 CZ0531.The horizontal coordinates were scaled from a topographic map and have
 CZ0531.an estimated accuracy of +/- 6 seconds.
 CZ0531
 CZ0531.The orthometric height was determined by differential leveling
 CZ0531.and adjusted by the National Geodetic Survey in June 1991..
 CZ0531
 CZ0531.The geoid height was determined by GEOID03.
 CZ0531
 CZ0531.The dynamic height is computed by dividing the NAVD 88
 CZ0531.geopotential number by the normal gravity value computed on the
 CZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0531.degrees latitude (g = 980.6199 gals.).
 CZ0531
 CZ0531.The modeled gravity was interpolated from observed gravity values.
 CZ0531
 CZ0531;                    North         East    Units  Estimated Accuracy
 CZ0531;SPC AZ C     -   151,790.      290,550.      MT  (+/- 180 meters Scaled)
 CZ0531
 CZ0531                          SUPERSEDED SURVEY CONTROL
 CZ0531
 CZ0531  NGVD 29 (??/??/92)  652.729  (m)         2141.50   (f) ADJ UNCH    1 2
 CZ0531
 CZ0531.Superseded values are not recommended for survey control.
 CZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0531.See file dsdata.txt to determine how the superseded data were derived.
 CZ0531
 CZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA909810(NAD 83)
 CZ0531_MARKER: DD = SURVEY DISK
 CZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0531_SP_SET: CULVERT
 CZ0531_STAMPING: 2141.97 273+09.6
 CZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0531
 CZ0531  HISTORY     - Date     Condition        Report By
 CZ0531  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0531  HISTORY     - 1951     GOOD             NGS
 CZ0531  HISTORY     - 1960     GOOD             NGS
 CZ0531  HISTORY     - 1980     GOOD             NGS
 CZ0531  HISTORY     - 19970210 GOOD             USPSQD
 CZ0531
 CZ0531                          STATION DESCRIPTION
 CZ0531
 CZ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0531'0.9 MI NW FROM CORTARO.
 CZ0531'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0531'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0531'RAILROAD MILEAGE 971.33, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0531'NORTHEAST HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY CULVERT, 52.4
 CZ0531'FEET WEST OF TELEGRAPH POLE 2, 16 1/2 FEET NORTHEAST OF THE CENTERLINE
 CZ0531'OF THE HIGHWAY AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN
 CZ0531'ELEVATION.
 CZ0531
 CZ0531                          STATION RECOVERY (1960)
 CZ0531
 CZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0531'RECOVERED IN GOOD CONDITION.
 CZ0531
 CZ0531                          STATION RECOVERY (1980)
 CZ0531
 CZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0531'20.1 KILOMETERS (12.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0531'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.33,
 CZ0531'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE BOX
 CZ0531'CULVERT UNDER THE EAST FRONTAGE ROAD OF INTERSTATE 10 (OLD U. S.
 CZ0531'HIGHWAY), 37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF
 CZ0531'THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE
 CZ0531'OF THE FRONTAGE ROAD.
 CZ0531'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0531
 CZ0531                          STATION RECOVERY (1997)
 CZ0531
 CZ0531'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0389 ***********************************************************************
 DU0389  DESIGNATION -  2731
 DU0389  PID         -  DU0389
 DU0389  STATE/COUNTY-  AZ/GILA
 DU0389  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0389
 DU0389                         *CURRENT SURVEY CONTROL
 DU0389  ___________________________________________________________________
 DU0389* NAD 83(1986)-  33 59 28.     (N)    111 18 48.     (W)     SCALED    
 DU0389* NAVD 88     -       833.006  (meters)    2732.95   (feet)  ADJUSTED  
 DU0389  ___________________________________________________________________
 DU0389  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0389  DYNAMIC HT  -         831.947 (meters)    2729.48  (feet)  COMP
 DU0389  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 DU0389
 DU0389  VERT ORDER  -  FIRST     CLASS II
 DU0389
 DU0389.The horizontal coordinates were scaled from a topographic map and have
 DU0389.an estimated accuracy of +/- 6 seconds.
 DU0389
 DU0389.The orthometric height was determined by differential leveling
 DU0389.and adjusted by the National Geodetic Survey in June 1991..
 DU0389
 DU0389.The geoid height was determined by GEOID03.
 DU0389
 DU0389.The dynamic height is computed by dividing the NAVD 88
 DU0389.geopotential number by the normal gravity value computed on the
 DU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0389.degrees latitude (g = 980.6199 gals.).
 DU0389
 DU0389.The modeled gravity was interpolated from observed gravity values.
 DU0389
 DU0389;                    North         East    Units  Estimated Accuracy
 DU0389;SPC AZ E     -   332,260.      107,420.      MT  (+/- 180 meters Scaled)
 DU0389
 DU0389                          SUPERSEDED SURVEY CONTROL
 DU0389
 DU0389  NGVD 29 (??/??/92)  832.394  (m)         2730.95   (f) ADJ UNCH    1 2
 DU0389
 DU0389.Superseded values are not recommended for survey control.
 DU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0389.See file dsdata.txt to determine how the superseded data were derived.
 DU0389
 DU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710612(NAD 83)
 DU0389_MARKER: Z = SEE DESCRIPTION
 DU0389_SETTING: 80 = SET IN A BOULDER
 DU0389_SP_SET: BOULDER
 DU0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0389+STABILITY: SURFACE MOTION
 DU0389
 DU0389  HISTORY     - Date     Condition        Report By
 DU0389  HISTORY     - UNK      MONUMENTED       USGS
 DU0389  HISTORY     - 1934     GOOD             NGS
 DU0389
 DU0389                          STATION DESCRIPTION
 DU0389
 DU0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0389'10.3 MI N FROM TONTO BASIN.
 DU0389'10.3 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0389'GILA COUNTY, 1.5 MILES SOUTH OF THE FELTON SERVICE STATION, AT THE
 DU0389'NORTH BASE OF TONTO HILL, 0.8 MILE NORTHWEST OF THE SUMMIT, 55 YARDS
 DU0389'EAST OF A DIP, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT
 DU0389'A CLEARING ON THE SOUTH BANK OF A WASH, AND ON THE TOP OF A SMALL RED
 DU0389'BOULDER PAINTED USBM.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0826 ***********************************************************************
 CG0826  DESIGNATION -  2751.4
 CG0826  PID         -  CG0826
 CG0826  STATE/COUNTY-  AZ/PIMA
 CG0826  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0826
 CG0826                         *CURRENT SURVEY CONTROL
 CG0826  ___________________________________________________________________
 CG0826* NAD 83(1986)-  31 48 14.     (N)    111 44 38.     (W)     SCALED    
 CG0826* NAVD 88     -       839.35   (+/-2cm)    2753.8    (feet)  VERTCON   
 CG0826  ___________________________________________________________________
 CG0826  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0826
 CG0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0826
 CG0826.The horizontal coordinates were scaled from a topographic map and have
 CG0826.an estimated accuracy of +/- 6 seconds.
 CG0826
 CG0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0826.The vertical order pertains to the NGVD 29 superseded value.
 CG0826
 CG0826.The geoid height was determined by GEOID03.
 CG0826
 CG0826;                    North         East    Units  Estimated Accuracy
 CG0826;SPC AZ C     -    89,140.      229,720.      MT  (+/- 180 meters Scaled)
 CG0826
 CG0826                          SUPERSEDED SURVEY CONTROL
 CG0826
 CG0826  NGVD 29 (??/??/92)  838.612  (m)         2751.35   (f) ADJ UNCH    2 0
 CG0826
 CG0826.Superseded values are not recommended for survey control.
 CG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0826.See file dsdata.txt to determine how the superseded data were derived.
 CG0826
 CG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA295189(NAD 83)
 CG0826_MARKER: N = NAIL
 CG0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0826_SP_SET: TREE
 CG0826_STAMPING: 2751.4
 CG0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0826
 CG0826  HISTORY     - Date     Condition        Report By
 CG0826  HISTORY     - UNK      MONUMENTED       USGS
 CG0826  HISTORY     - 1952     GOOD             NGS
 CG0826
 CG0826                          STATION DESCRIPTION
 CG0826
 CG0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0826'4.9 MI E FROM TOPAWA.
 CG0826'4.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0826'TOPAWA, 0.15 MILE EAST OF THE T JUNCTION OF A ROAD LEADING SOUTH,
 CG0826'127.5 FEET SOUTHEAST OF B.M. Y 305, 53 FEET SOUTHEAST OF A TELEPHONE
 CG0826'POLE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 CG0826'HIGHER THAN THE ROAD, A METAL TAG ON MESQUITE TREE STAMPED 2751.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0252 ***********************************************************************
 CG0252  DESIGNATION -  2754.05
 CG0252  PID         -  CG0252
 CG0252  STATE/COUNTY-  AZ/PIMA
 CG0252  USGS QUAD   -  SAHUARITA (1981)
 CG0252
 CG0252                         *CURRENT SURVEY CONTROL
 CG0252  ___________________________________________________________________
 CG0252* NAD 83(1986)-  31 55 09.     (N)    110 57 36.     (W)     SCALED    
 CG0252* NAVD 88     -       840.777  (meters)    2758.45   (feet)  ADJUSTED  
 CG0252  ___________________________________________________________________
 CG0252  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0252  DYNAMIC HT  -         839.567 (meters)    2754.48  (feet)  COMP
 CG0252  MODELED GRAV-     979,172.9   (mgal)                       NAVD 88
 CG0252
 CG0252  VERT ORDER  -  FIRST     CLASS II
 CG0252
 CG0252.The horizontal coordinates were scaled from a topographic map and have
 CG0252.an estimated accuracy of +/- 6 seconds.
 CG0252
 CG0252.The orthometric height was determined by differential leveling
 CG0252.and adjusted by the National Geodetic Survey in June 1991..
 CG0252
 CG0252.The geoid height was determined by GEOID03.
 CG0252
 CG0252.The dynamic height is computed by dividing the NAVD 88
 CG0252.geopotential number by the normal gravity value computed on the
 CG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0252.degrees latitude (g = 980.6199 gals.).
 CG0252
 CG0252.The modeled gravity was interpolated from observed gravity values.
 CG0252
 CG0252;                    North         East    Units  Estimated Accuracy
 CG0252;SPC AZ C     -   102,300.      303,830.      MT  (+/- 180 meters Scaled)
 CG0252
 CG0252                          SUPERSEDED SURVEY CONTROL
 CG0252
 CG0252  NGVD 29 (??/??/92)  840.090  (m)         2756.20   (f) ADJ UNCH    1 2
 CG0252
 CG0252.Superseded values are not recommended for survey control.
 CG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0252.See file dsdata.txt to determine how the superseded data were derived.
 CG0252
 CG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037314(NAD 83)
 CG0252_MARKER: DD = SURVEY DISK
 CG0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0252_SP_SET: CULVERT
 CG0252_STAMPING: 2754.05 1938 581+48.5
 CG0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0252+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0252
 CG0252  HISTORY     - Date     Condition        Report By
 CG0252  HISTORY     - 1938     MONUMENTED       AZHD
 CG0252  HISTORY     - 1953     GOOD             NGS
 CG0252  HISTORY     - 1959     GOOD             NGS
 CG0252  HISTORY     - 1980     GOOD             NGS
 CG0252  HISTORY     - 19950121 GOOD             USPSQD
 CG0252  HISTORY     - 19960121 GOOD             USPSQD
 CG0252  HISTORY     - 19990213 GOOD             USPSQD
 CG0252  HISTORY     - 20020407 GOOD             USPSQD
 CG0252  HISTORY     - 20060316 GOOD             USPSQD
 CG0252
 CG0252                          STATION DESCRIPTION
 CG0252
 CG0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0252'2.7 MI S FROM SAHUARITA.
 CG0252'2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0252'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 107.9 FEET
 CG0252'WEST OF THE WEST RAIL AT THE NORTH END OF CULVERT 1005.51, AT A LARGE
 CG0252'CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0252'NORTH END OF THE WEST CONCRETE HEAD WALL, 18.4 FEET WEST OF THE CENTER
 CG0252'LINE OF THE FORMER HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0252
 CG0252                          STATION RECOVERY (1959)
 CG0252
 CG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1980)
 CG0252
 CG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0252'4.2 KILOMETERS (2.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0252'FROM THE POST OFFICE AT SAHUARITA, SET IN THE NORTH END OF THE
 CG0252'WEST HEADWALL OF A 1.2 X 4.5 METER (4 X 15 FOOT) HIGHWAY BOX
 CG0252'CULVERT, 32.6 METERS (107.9 FEET) WEST OF THE WEST RAIL AT THE
 CG0252'NORTH END OF RAILROAD BRIDGE 1005.51, 5.6 METERS (18.4 FEET)
 CG0252'WEST OF THE OLD HIGHWAY CENTERLINE.
 CG0252'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CG0252
 CG0252                          STATION RECOVERY (1995)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1996)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1999)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (2002)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (2006)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0061 ***********************************************************************
 CZ0061  DESIGNATION -  2755.6
 CZ0061  PID         -  CZ0061
 CZ0061  STATE/COUNTY-  AZ/PIMA
 CZ0061  USGS QUAD   -  TUCSON EAST (1992)
 CZ0061
 CZ0061                         *CURRENT SURVEY CONTROL
 CZ0061  ___________________________________________________________________
 CZ0061* NAD 83(1986)-  32 07 45.     (N)    110 51 27.     (W)     SCALED    
 CZ0061* NAVD 88     -       840.44   (+/-2cm)    2757.3    (feet)  VERTCON   
 CZ0061  ___________________________________________________________________
 CZ0061  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0061
 CZ0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0061
 CZ0061.The horizontal coordinates were scaled from a topographic map and have
 CZ0061.an estimated accuracy of +/- 6 seconds.
 CZ0061
 CZ0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0061.The vertical order pertains to the NGVD 29 superseded value.
 CZ0061
 CZ0061.The geoid height was determined by GEOID03.
 CZ0061
 CZ0061;                    North         East    Units  Estimated Accuracy
 CZ0061;SPC AZ C     -   125,680.      313,300.      MT  (+/- 180 meters Scaled)
 CZ0061
 CZ0061                          SUPERSEDED SURVEY CONTROL
 CZ0061
 CZ0061  NGVD 29 (??/??/92)  839.796  (m)         2755.23   (f) ADJ UNCH    1 2
 CZ0061
 CZ0061.Superseded values are not recommended for survey control.
 CZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0061.See file dsdata.txt to determine how the superseded data were derived.
 CZ0061
 CZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134547(NAD 83)
 CZ0061_MARKER: N = NAIL
 CZ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0061_SP_SET: WOODEN POST
 CZ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0061
 CZ0061  HISTORY     - Date     Condition        Report By
 CZ0061  HISTORY     - UNK      MONUMENTED       USGS
 CZ0061  HISTORY     - 1952     GOOD             NGS
 CZ0061  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0061
 CZ0061                          STATION DESCRIPTION
 CZ0061
 CZ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0061'10.1 MI SE FROM TUCSON.
 CZ0061'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0061'THE STATION AT TUCSON, AT THE WILMOT ROAD CROSSING, AT A RAILROAD
 CZ0061'CATTLE GUARD, 8.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19 FEET EAST
 CZ0061'OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A FENCE POST WHICH
 CZ0061'SUPPORTS THE SOUTHWEST END OF THE CATTLE GUARD, ABOUT 1 FOOT LOWER
 CZ0061'THAN THE TRACKS, A COPPER NAIL AND WASHER IN THE TOP OF A 3- BY 4-INCH
 CZ0061'WOODEN POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0061
 CZ0061                          STATION RECOVERY (1979)
 CZ0061
 CZ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0061'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0276 ***********************************************************************
 CG0276  DESIGNATION -  2756.22
 CG0276  PID         -  CG0276
 CG0276  STATE/COUNTY-  AZ/PIMA
 CG0276  USGS QUAD   -  SAHUARITA (1981)
 CG0276
 CG0276                         *CURRENT SURVEY CONTROL
 CG0276  ___________________________________________________________________
 CG0276* NAD 83(1986)-  31 55 19.     (N)    110 57 41.     (W)     SCALED    
 CG0276* NAVD 88     -       840.75   (+/-2cm)    2758.4    (feet)  VERTCON   
 CG0276  ___________________________________________________________________
 CG0276  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0276
 CG0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0276
 CG0276.The horizontal coordinates were scaled from a topographic map and have
 CG0276.an estimated accuracy of +/- 6 seconds.
 CG0276
 CG0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0276.The vertical order pertains to the NGVD 29 superseded value.
 CG0276
 CG0276.The geoid height was determined by GEOID03.
 CG0276
 CG0276;                    North         East    Units  Estimated Accuracy
 CG0276;SPC AZ C     -   102,610.      303,700.      MT  (+/- 180 meters Scaled)
 CG0276
 CG0276                          SUPERSEDED SURVEY CONTROL
 CG0276
 CG0276  NGVD 29 (??/??/92)  840.080  (m)         2756.16   (f) ADJ UNCH    2 0
 CG0276
 CG0276.Superseded values are not recommended for survey control.
 CG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0276.See file dsdata.txt to determine how the superseded data were derived.
 CG0276
 CG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA036317(NAD 83)
 CG0276_MARKER: DR = REFERENCE MARK DISK
 CG0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0276_SP_SET: ABUTMENT
 CG0276_STAMPING: 2756.22 2374+574 1953
 CG0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0276
 CG0276  HISTORY     - Date     Condition        Report By
 CG0276  HISTORY     - 1953     MONUMENTED       AZHD
 CG0276  HISTORY     - 1959     GOOD             NGS
 CG0276  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0276  HISTORY     - 19960121 MARK NOT FOUND   USPSQD
 CG0276
 CG0276                          STATION DESCRIPTION
 CG0276
 CG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0276'2.5 MI S FROM SAHUARITA.
 CG0276'2.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0276'SAHUARITA, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, CEMENTED IN A
 CG0276'LARGE CONCRETE BRIDGE OVER SANTA CRUZ RIVER, 3.5 FEET NORTH OF THE
 CG0276'SOUTH END OF THE SOUTHEAST ABUTMENT.
 CG0276
 CG0276                          STATION RECOVERY (1995)
 CG0276
 CG0276'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0276'MARK NOT FOUND.
 CG0276
 CG0276                          STATION RECOVERY (1996)
 CG0276
 CG0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0253 ***********************************************************************
 CG0253  DESIGNATION -  2758.28
 CG0253  PID         -  CG0253
 CG0253  STATE/COUNTY-  AZ/PIMA
 CG0253  USGS QUAD   -  SAHUARITA (1981)
 CG0253
 CG0253                         *CURRENT SURVEY CONTROL
 CG0253  ___________________________________________________________________
 CG0253* NAD 83(1986)-  31 54 54.     (N)    110 57 36.     (W)     SCALED    
 CG0253* NAVD 88     -       842.080  (meters)    2762.72   (feet)  ADJUSTED  
 CG0253  ___________________________________________________________________
 CG0253  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0253  DYNAMIC HT  -         840.867 (meters)    2758.74  (feet)  COMP
 CG0253  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 CG0253
 CG0253  VERT ORDER  -  FIRST     CLASS II
 CG0253
 CG0253.The horizontal coordinates were scaled from a topographic map and have
 CG0253.an estimated accuracy of +/- 6 seconds.
 CG0253
 CG0253.The orthometric height was determined by differential leveling
 CG0253.and adjusted by the National Geodetic Survey in June 1991..
 CG0253
 CG0253.The geoid height was determined by GEOID03.
 CG0253
 CG0253.The dynamic height is computed by dividing the NAVD 88
 CG0253.geopotential number by the normal gravity value computed on the
 CG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0253.degrees latitude (g = 980.6199 gals.).
 CG0253
 CG0253.The modeled gravity was interpolated from observed gravity values.
 CG0253
 CG0253;                    North         East    Units  Estimated Accuracy
 CG0253;SPC AZ C     -   101,840.      303,840.      MT  (+/- 180 meters Scaled)
 CG0253
 CG0253                          SUPERSEDED SURVEY CONTROL
 CG0253
 CG0253  NGVD 29 (??/??/92)  841.386  (m)         2760.45   (f) ADJ UNCH    1 2
 CG0253
 CG0253.Superseded values are not recommended for survey control.
 CG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0253.See file dsdata.txt to determine how the superseded data were derived.
 CG0253
 CG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037310(NAD 83)
 CG0253_MARKER: DD = SURVEY DISK
 CG0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0253_SP_SET: CULVERT
 CG0253_STAMPING: 2758.28 1938 595+72.9
 CG0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0253+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0253
 CG0253  HISTORY     - Date     Condition        Report By
 CG0253  HISTORY     - 1938     MONUMENTED       AZHD
 CG0253  HISTORY     - 1953     GOOD             NGS
 CG0253  HISTORY     - 1980     GOOD             NGS
 CG0253  HISTORY     - 19950121 GOOD             USPSQD
 CG0253  HISTORY     - 19960121 GOOD             USPSQD
 CG0253  HISTORY     - 19990213 GOOD             USPSQD
 CG0253  HISTORY     - 20020407 GOOD             USPSQD
 CG0253  HISTORY     - 20060316 GOOD             USPSQD
 CG0253
 CG0253                          STATION DESCRIPTION
 CG0253
 CG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0253'3.0 MI S FROM SAHUARITA.
 CG0253'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0253'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 124.4 FEET
 CG0253'NORTHWEST OF THE NORTHWEST RAIL AT THE NORTHEAST END OF A WOODEN
 CG0253'BRIDGE, AT A LARGE CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89,
 CG0253'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL,
 CG0253'18.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 CG0253'FEET HIGHER THAN THE HIGHWAY.
 CG0253
 CG0253                          STATION RECOVERY (1980)
 CG0253
 CG0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0253'4.7 KILOMETERS (2.9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0253'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0253'NORTH END OF THE WEST HEADWALL OF A LARGE HIGHWAY BOX CULVERT
 CG0253'FOR THE OLD HIGHWAY, 37.8 METERS (124 FEET) WEST OF AND ACROSS
 CG0253'THE HIGHWAY FROM THE WEST RAIL AT THE NORTH END OF RAILROAD
 CG0253'BRIDGE 1005.78, 5.7 METERS (18.6 FEET) WEST OF THE OLD HIGHWAY
 CG0253'CENTERLINE.
 CG0253'THE MARK IS 0.4 M ABOVE THE HIGHWAY..
 CG0253
 CG0253                          STATION RECOVERY (1995)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (1996)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (1999)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (2002)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (2006)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0253'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0255 ***********************************************************************
 CG0255  DESIGNATION -  2764.69
 CG0255  PID         -  CG0255
 CG0255  STATE/COUNTY-  AZ/PIMA
 CG0255  USGS QUAD   -  SAHUARITA (1981)
 CG0255
 CG0255                         *CURRENT SURVEY CONTROL
 CG0255  ___________________________________________________________________
 CG0255* NAD 83(1986)-  31 54 37.     (N)    110 57 38.     (W)     SCALED    
 CG0255* NAVD 88     -       844.017  (meters)    2769.08   (feet)  ADJUSTED  
 CG0255  ___________________________________________________________________
 CG0255  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0255  DYNAMIC HT  -         842.801 (meters)    2765.09  (feet)  COMP
 CG0255  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 CG0255
 CG0255  VERT ORDER  -  FIRST     CLASS II
 CG0255
 CG0255.The horizontal coordinates were scaled from a topographic map and have
 CG0255.an estimated accuracy of +/- 6 seconds.
 CG0255
 CG0255.The orthometric height was determined by differential leveling
 CG0255.and adjusted by the National Geodetic Survey in June 1991..
 CG0255
 CG0255.The geoid height was determined by GEOID03.
 CG0255
 CG0255.The dynamic height is computed by dividing the NAVD 88
 CG0255.geopotential number by the normal gravity value computed on the
 CG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0255.degrees latitude (g = 980.6199 gals.).
 CG0255
 CG0255.The modeled gravity was interpolated from observed gravity values.
 CG0255
 CG0255;                    North         East    Units  Estimated Accuracy
 CG0255;SPC AZ C     -   101,320.      303,790.      MT  (+/- 180 meters Scaled)
 CG0255
 CG0255                          SUPERSEDED SURVEY CONTROL
 CG0255
 CG0255  NGVD 29 (??/??/92)  843.323  (m)         2766.80   (f) ADJ UNCH    1 2
 CG0255
 CG0255.Superseded values are not recommended for survey control.
 CG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0255.See file dsdata.txt to determine how the superseded data were derived.
 CG0255
 CG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037304(NAD 83)
 CG0255_MARKER: DD = SURVEY DISK
 CG0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0255_SP_SET: CULVERT
 CG0255_STAMPING: 2764.69 1938 613+80.7
 CG0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0255+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0255
 CG0255  HISTORY     - Date     Condition        Report By
 CG0255  HISTORY     - 1938     MONUMENTED       AZHD
 CG0255  HISTORY     - 1953     GOOD             NGS
 CG0255  HISTORY     - 1980     GOOD             NGS
 CG0255  HISTORY     - 19950121 GOOD             USPSQD
 CG0255  HISTORY     - 19960121 GOOD             USPSQD
 CG0255  HISTORY     - 19990213 GOOD             USPSQD
 CG0255  HISTORY     - 20020407 GOOD             USPSQD
 CG0255  HISTORY     - 20060316 GOOD             USPSQD
 CG0255
 CG0255                          STATION DESCRIPTION
 CG0255
 CG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0255'3.3 MI S FROM SAHUARITA.
 CG0255'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0255'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, ABOUT 60
 CG0255'YARDS SOUTHWEST OF THE CROSSING OF A DIRT ROAD, 113.7 FEET SOUTH OF
 CG0255'THE SOUTH CORNER OF A FENCE ENCLOSING A POWER SUB-STATION, AT A DOUBLE
 CG0255'CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0255'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 19 FEET NORTHWEST
 CG0255'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET HIGHER THAN
 CG0255'THE HIGHWAY.
 CG0255
 CG0255                          STATION RECOVERY (1980)
 CG0255
 CG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0255'3.6 KILOMETERS (2.25 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0255'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0255'NORTH END OF THE WEST HEADWALL OF A DOUBLE CHANNEL HIGHWAY
 CG0255'CULVERT NO. 3070, 5.8 METERS (19 FEET) WEST OF THE OLD
 CG0255'HIGHWAY CENTERLINE.
 CG0255'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY..
 CG0255
 CG0255                          STATION RECOVERY (1995)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (1996)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (1999)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (2002)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (2006)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0537 ***********************************************************************
 FS0537  DESIGNATION -  2765.63
 FS0537  PID         -  FS0537
 FS0537  STATE/COUNTY-  AZ/MOHAVE
 FS0537  USGS QUAD   -  KINGMAN SE (1980)
 FS0537
 FS0537                         *CURRENT SURVEY CONTROL
 FS0537  ___________________________________________________________________
 FS0537* NAD 83(1986)-  35 06 42.     (N)    114 06 52.     (W)     SCALED    
 FS0537* NAVD 88     -       843.803  (meters)    2768.38   (feet)  POSTED    
 FS0537  ___________________________________________________________________
 FS0537  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FS0537  DYNAMIC HT  -         842.830 (meters)    2765.18  (feet)  COMP
 FS0537  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 FS0537
 FS0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0537
 FS0537.The horizontal coordinates were scaled from a topographic map and have
 FS0537.an estimated accuracy of +/- 6 seconds.
 FS0537
 FS0537.The orthometric height was determined by differential leveling
 FS0537.and adjusted by the National Geodetic Survey in 1992..
 FS0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0537.rate of 0.0 thru 1.0 mm/km.
 FS0537
 FS0537.The geoid height was determined by GEOID03.
 FS0537
 FS0537.The dynamic height is computed by dividing the NAVD 88
 FS0537.geopotential number by the normal gravity value computed on the
 FS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0537.degrees latitude (g = 980.6199 gals.).
 FS0537
 FS0537.The modeled gravity was interpolated from observed gravity values.
 FS0537
 FS0537;                    North         East    Units  Estimated Accuracy
 FS0537;SPC AZ W     -   456,040.      180,140.      MT  (+/- 180 meters Scaled)
 FS0537
 FS0537                          SUPERSEDED SURVEY CONTROL
 FS0537
 FS0537  NGVD 29 (??/??/92)  843.038  (m)         2765.87   (f) ADJ UNCH    2 0
 FS0537
 FS0537.Superseded values are not recommended for survey control.
 FS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0537.See file dsdata.txt to determine how the superseded data were derived.
 FS0537
 FS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629892(NAD 83)
 FS0537_MARKER: DD = SURVEY DISK
 FS0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0537_SP_SET: BRIDGE
 FS0537_STAMPING: 2765.63 2242X8409 1949
 FS0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0537
 FS0537  HISTORY     - Date     Condition        Report By
 FS0537  HISTORY     - 1949     MONUMENTED       AZHD
 FS0537  HISTORY     - 1961     GOOD             NGS
 FS0537  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0537
 FS0537                          STATION DESCRIPTION
 FS0537
 FS0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0537'7.2 MI SSW FROM KINGMAN.
 FS0537'ABOUT 7.25 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0537'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET
 FS0537'IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 55
 FS0537'FOOT CONCRETE BRIDGE WITH 4 OPENINGS, 21 FEET EAST OF THE CENTER
 FS0537'LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE THE LEVEL OF
 FS0537'THE HIGHWAY.
 FS0537
 FS0537                          STATION RECOVERY (1981)
 FS0537
 FS0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0537'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0536 ***********************************************************************
 FS0536  DESIGNATION -  2765.63 RESET
 FS0536  PID         -  FS0536
 FS0536  STATE/COUNTY-  AZ/MOHAVE
 FS0536  USGS QUAD   -  KINGMAN SE (1980)
 FS0536
 FS0536                         *CURRENT SURVEY CONTROL
 FS0536  ___________________________________________________________________
 FS0536* NAD 83(1986)-  35 06 42.     (N)    114 06 52.     (W)     SCALED    
 FS0536* NAVD 88     -       844.84   (+/-2cm)    2771.8    (feet)  VERTCON   
 FS0536  ___________________________________________________________________
 FS0536  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FS0536
 FS0536  VERT ORDER  -  THIRD (See Below)
 FS0536
 FS0536.The horizontal coordinates were scaled from a topographic map and have
 FS0536.an estimated accuracy of +/- 6 seconds.
 FS0536
 FS0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0536.The vertical order pertains to the NGVD 29 superseded value.
 FS0536
 FS0536.The geoid height was determined by GEOID03.
 FS0536
 FS0536;                    North         East    Units  Estimated Accuracy
 FS0536;SPC AZ W     -   456,040.      180,140.      MT  (+/- 180 meters Scaled)
 FS0536
 FS0536                          SUPERSEDED SURVEY CONTROL
 FS0536
 FS0536  NGVD 29 (03/28/06)  844.07   (m)         2769.3    (f) RESET       3  
 FS0536
 FS0536.Superseded values are not recommended for survey control.
 FS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0536.See file dsdata.txt to determine how the superseded data were derived.
 FS0536
 FS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629892(NAD 83)
 FS0536_MARKER: DB = BENCH MARK DISK
 FS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0536_STAMPING: 2765.63 AHD RESET
 FS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0536+STABILITY: SURFACE MOTION
 FS0536
 FS0536  HISTORY     - Date     Condition        Report By
 FS0536  HISTORY     - 1973     MONUMENTED       NGS
 FS0536  HISTORY     - 1973     GOOD             NGS
 FS0536
 FS0536                          STATION DESCRIPTION
 FS0536
 FS0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0536'7.2 MI SSW FROM KINGMAN.
 FS0536'ABOUT 7.25 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0536'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0536'STATION IN KINGMAN.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0536'WHICH PROJECTS 8 INCHES, 90 FEET WEST OF THE WEST RAIL, 1 FOOT
 FS0536'WEST OF RAILROAD FENCELINE AND 1 FOOT SOUTHEAST OF A WITNESS
 FS0536'SIGN SET IN FENCE CORNER.  THE MARK IS ABOUT 150 FEET EAST OF
 FS0536'A HIGHWAY BRIDGE WITH 4 OPENINGS.  NOTE-- 2765.63 (AHD) WAS NOT
 FS0536'REMOVED FROM THE BRIDGE WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0075 ***********************************************************************
 CZ0075  DESIGNATION -  2770
 CZ0075  PID         -  CZ0075
 CZ0075  STATE/COUNTY-  AZ/PIMA
 CZ0075  USGS QUAD   -  TUCSON EAST (1992)
 CZ0075
 CZ0075                         *CURRENT SURVEY CONTROL
 CZ0075  ___________________________________________________________________
 CZ0075* NAD 83(1986)-  32 08 35.     (N)    110 50 23.     (W)     SCALED    
 CZ0075* NAVD 88     -       848.79   (+/-2cm)    2784.7    (feet)  VERTCON   
 CZ0075  ___________________________________________________________________
 CZ0075  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CZ0075
 CZ0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0075
 CZ0075.The horizontal coordinates were scaled from a topographic map and have
 CZ0075.an estimated accuracy of +/- 6 seconds.
 CZ0075
 CZ0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0075.The vertical order pertains to the NGVD 29 superseded value.
 CZ0075
 CZ0075.The geoid height was determined by GEOID03.
 CZ0075
 CZ0075;                    North         East    Units  Estimated Accuracy
 CZ0075;SPC AZ C     -   127,240.      314,960.      MT  (+/- 180 meters Scaled)
 CZ0075
 CZ0075                          SUPERSEDED SURVEY CONTROL
 CZ0075
 CZ0075  NGVD 29 (??/??/92)  848.136  (m)         2782.59   (f) ADJ UNCH    1 2
 CZ0075
 CZ0075.Superseded values are not recommended for survey control.
 CZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0075.See file dsdata.txt to determine how the superseded data were derived.
 CZ0075
 CZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA151563(NAD 83)
 CZ0075_MARKER: P = PIPE CAP
 CZ0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0075_STAMPING: 2770 NOGLS 219
 CZ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0075
 CZ0075  HISTORY     - Date     Condition        Report By
 CZ0075  HISTORY     - UNK      MONUMENTED       USGS
 CZ0075  HISTORY     - 1952     GOOD             NGS
 CZ0075  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0075
 CZ0075                          STATION DESCRIPTION
 CZ0075
 CZ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0075'2.6 MI SE FROM WILMOT.
 CZ0075'2.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WILMOT
 CZ0075'STATION SIGN, 0.1 MILE SOUTHEAST OF MILE POLE 993, AT THE SOUTHWEST
 CZ0075'RIGHT-OF-WAY FENCE LINE, 76.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6
 CZ0075'FEET NORTHEAST OF THE FENCE, 1.8 FEET NORTHWEST OF THE WITNESS POST,
 CZ0075'AND RIVITED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE
 CZ0075'THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 CZ0075
 CZ0075                          STATION RECOVERY (1979)
 CZ0075
 CZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0075'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA HAS BEEN
 CZ0075'BLADED CLEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0256 ***********************************************************************
 CG0256  DESIGNATION -  2770.49
 CG0256  PID         -  CG0256
 CG0256  STATE/COUNTY-  AZ/PIMA
 CG0256  USGS QUAD   -  SAHUARITA (1981)
 CG0256
 CG0256                         *CURRENT SURVEY CONTROL
 CG0256  ___________________________________________________________________
 CG0256* NAD 83(1986)-  31 54 27.     (N)    110 57 39.     (W)     SCALED    
 CG0256* NAVD 88     -       845.792  (meters)    2774.90   (feet)  ADJUSTED  
 CG0256  ___________________________________________________________________
 CG0256  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0256  DYNAMIC HT  -         844.572 (meters)    2770.90  (feet)  COMP
 CG0256  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 CG0256
 CG0256  VERT ORDER  -  FIRST     CLASS II
 CG0256
 CG0256.The horizontal coordinates were scaled from a topographic map and have
 CG0256.an estimated accuracy of +/- 6 seconds.
 CG0256
 CG0256.The orthometric height was determined by differential leveling
 CG0256.and adjusted by the National Geodetic Survey in June 1991..
 CG0256
 CG0256.The geoid height was determined by GEOID03.
 CG0256
 CG0256.The dynamic height is computed by dividing the NAVD 88
 CG0256.geopotential number by the normal gravity value computed on the
 CG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0256.degrees latitude (g = 980.6199 gals.).
 CG0256
 CG0256.The modeled gravity was interpolated from observed gravity values.
 CG0256
 CG0256;                    North         East    Units  Estimated Accuracy
 CG0256;SPC AZ C     -   101,010.      303,760.      MT  (+/- 180 meters Scaled)
 CG0256
 CG0256                          SUPERSEDED SURVEY CONTROL
 CG0256
 CG0256  NGVD 29 (??/??/92)  845.092  (m)         2772.61   (f) ADJ UNCH    1 2
 CG0256
 CG0256.Superseded values are not recommended for survey control.
 CG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0256.See file dsdata.txt to determine how the superseded data were derived.
 CG0256
 CG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037301(NAD 83)
 CG0256_MARKER: DD = SURVEY DISK
 CG0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0256_SP_SET: BRIDGE
 CG0256_STAMPING: 2770.49 1938 623+58.6
 CG0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0256+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0256
 CG0256  HISTORY     - Date     Condition        Report By
 CG0256  HISTORY     - 1938     MONUMENTED       AZHD
 CG0256  HISTORY     - 1953     GOOD             NGS
 CG0256  HISTORY     - 1980     GOOD             NGS
 CG0256  HISTORY     - 19950121 GOOD             USPSQD
 CG0256  HISTORY     - 19960121 GOOD             USPSQD
 CG0256  HISTORY     - 19990213 GOOD             USPSQD
 CG0256  HISTORY     - 20020407 GOOD             USPSQD
 CG0256  HISTORY     - 20060316 GOOD             USPSQD
 CG0256
 CG0256                          STATION DESCRIPTION
 CG0256
 CG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0256'3.5 MI S FROM SAHUARITA.
 CG0256'3.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0256'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A LARGE
 CG0256'CONCRETE BRIDGE UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0256'NORTHEAST END OF THE NORTHWEST CONCRETE GUARDRAIL, 19 FEET NORTHWEST
 CG0256'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET HIGHER THAN
 CG0256'THE HIGHWAY.
 CG0256
 CG0256                          STATION RECOVERY (1980)
 CG0256
 CG0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0256'3.9 KILOMETERS (2.4 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0256'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0256'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE OLD HIGHWAY
 CG0256'BRIDGE NO. 3071, 5.8 METERS (1.9 FEET) WEST OF THE OLD
 CG0256'HIGHWAY CENTERLINE.
 CG0256'THE MARK IS 1 M ABOVE THE HIGHWAY..
 CG0256
 CG0256                          STATION RECOVERY (1995)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (1996)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (1999)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (2002)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (2006)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0256'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0717 ***********************************************************************
 DW0717  DESIGNATION -  277.52
 DW0717  PID         -  DW0717
 DW0717  STATE/COUNTY-  AZ/LA PAZ
 DW0717  USGS QUAD   -  BLYTHE (1975)
 DW0717
 DW0717                         *CURRENT SURVEY CONTROL
 DW0717  ___________________________________________________________________
 DW0717* NAD 83(1986)-  33 36 27.     (N)    114 31 15.     (W)     SCALED    
 DW0717* NAVD 88     -        85.33   (+/-2cm)     280.0    (feet)  VERTCON   
 DW0717  ___________________________________________________________________
 DW0717  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DW0717
 DW0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0717
 DW0717.The horizontal coordinates were scaled from a topographic map and have
 DW0717.an estimated accuracy of +/- 6 seconds.
 DW0717
 DW0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0717.The vertical order pertains to the NGVD 29 superseded value.
 DW0717
 DW0717.The geoid height was determined by GEOID03.
 DW0717
 DW0717;                    North         East    Units  Estimated Accuracy
 DW0717;SPC AZ W     -   289,400.      141,830.      MT  (+/- 180 meters Scaled)
 DW0717
 DW0717                          SUPERSEDED SURVEY CONTROL
 DW0717
 DW0717  NGVD 29 (??/??/??)   84.659  (m)          277.75   (f) ADJUSTED    2 0
 DW0717
 DW0717.Superseded values are not recommended for survey control.
 DW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0717.See file dsdata.txt to determine how the superseded data were derived.
 DW0717
 DW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT300213(NAD 83)
 DW0717_MARKER: DD = SURVEY DISK
 DW0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0717_SP_SET: RETAINING WALL
 DW0717_STAMPING: 277.52 29+86 1929
 DW0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0717
 DW0717  HISTORY     - Date     Condition        Report By
 DW0717  HISTORY     - 1929     MONUMENTED       AZHD
 DW0717  HISTORY     - 1962     GOOD             NGS
 DW0717  HISTORY     - 1971     MARK NOT FOUND   NGS
 DW0717  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0717
 DW0717                          STATION DESCRIPTION
 DW0717
 DW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0717'0.4 MI NE FROM EHRENBERG.
 DW0717'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0717'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0717'ABOUT 0.45 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 60, ABOUT 0.05
 DW0717'MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTH, IN A DIP, AND
 DW0717'SET IN THE TOP OF THE SOUTHWEST END OF A CONCRETE RETAINING WALL,
 DW0717'15 FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, AND ABOUT
 DW0717'LEVEL WITH THE OLD HIGHWAY.
 DW0717
 DW0717                          STATION RECOVERY (1971)
 DW0717
 DW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DW0717'MARK NOT FOUND.
 DW0717
 DW0717                          STATION RECOVERY (1981)
 DW0717
 DW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0717'NOT RECOVERED. NOTE-THE RETAINING WALL DESCRIBED HAS BEEN REPLACED,
 DW0717'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0065 ***********************************************************************
 CZ0065  DESIGNATION -  2775.75=441+00
 CZ0065  PID         -  CZ0065
 CZ0065  STATE/COUNTY-  AZ/PIMA
 CZ0065  USGS QUAD   -  TUCSON SE (1992)
 CZ0065
 CZ0065                         *CURRENT SURVEY CONTROL
 CZ0065  ___________________________________________________________________
 CZ0065* NAD 83(1986)-  32 06 49.     (N)    110 51 22.     (W)     SCALED    
 CZ0065* NAVD 88     -       846.45   (+/-2cm)    2777.1    (feet)  VERTCON   
 CZ0065  ___________________________________________________________________
 CZ0065  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0065
 CZ0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0065
 CZ0065.The horizontal coordinates were scaled from a topographic map and have
 CZ0065.an estimated accuracy of +/- 6 seconds.
 CZ0065
 CZ0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0065.The vertical order pertains to the NGVD 29 superseded value.
 CZ0065
 CZ0065.The geoid height was determined by GEOID03.
 CZ0065
 CZ0065;                    North         East    Units  Estimated Accuracy
 CZ0065;SPC AZ C     -   123,960.      313,440.      MT  (+/- 180 meters Scaled)
 CZ0065
 CZ0065                          SUPERSEDED SURVEY CONTROL
 CZ0065
 CZ0065  NGVD 29 (??/??/92)  845.80   (m)         2774.9    (f) COMPUTED    1 2
 CZ0065
 CZ0065.Superseded values are not recommended for survey control.
 CZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0065.See file dsdata.txt to determine how the superseded data were derived.
 CZ0065
 CZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA135530(NAD 83)
 CZ0065_MARKER: DD = SURVEY DISK
 CZ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0065_SP_SET: CULVERT
 CZ0065_STAMPING: 2775.75+441-00 1928
 CZ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0065
 CZ0065  HISTORY     - Date     Condition        Report By
 CZ0065  HISTORY     - 1928     MONUMENTED       AZHD
 CZ0065  HISTORY     - 1952     GOOD             NGS
 CZ0065  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0065
 CZ0065                          STATION DESCRIPTION
 CZ0065
 CZ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0065'11.2 MI SE FROM TUCSON.
 CZ0065'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0065'THE STATION AT TUCSON, THENCE 1.0 MILE SOUTH ALONG THE WILMOT ROAD,
 CZ0065'THENCE 0.1 MILE EAST ALONG U. S. HIGHWAY 80, IN THE TOP OF THE CENTER
 CZ0065'OF THE CONCRETE HEADWALL OF TWIN 36-INCH CORRUGATED METAL PIPE
 CZ0065'CULVERTS, 17.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CZ0065'LEVEL WITH THE HIGHWAY.
 CZ0065
 CZ0065                          STATION RECOVERY (2006)
 CZ0065
 CZ0065'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0065'MARK NOR FOUND.  NEW HIGHWAY THROUGH THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0565 ***********************************************************************
 CY0565  DESIGNATION -  2783
 CY0565  PID         -  CY0565
 CY0565  STATE/COUNTY-  AZ/GRAHAM
 CY0565  USGS QUAD   -  EDEN (1985)
 CY0565
 CY0565                         *CURRENT SURVEY CONTROL
 CY0565  ___________________________________________________________________
 CY0565* NAD 83(1986)-  32 56 10.     (N)    109 53 59.     (W)     SCALED    
 CY0565* NAVD 88     -       848.503  (meters)    2783.80   (feet)  ADJUSTED  
 CY0565  ___________________________________________________________________
 CY0565  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0565  DYNAMIC HT  -         847.326 (meters)    2779.94  (feet)  COMP
 CY0565  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 CY0565
 CY0565  VERT ORDER  -  FIRST     CLASS II
 CY0565
 CY0565.The horizontal coordinates were scaled from a topographic map and have
 CY0565.an estimated accuracy of +/- 6 seconds.
 CY0565
 CY0565.The orthometric height was determined by differential leveling
 CY0565.and adjusted by the National Geodetic Survey in June 1991..
 CY0565
 CY0565.The geoid height was determined by GEOID03.
 CY0565
 CY0565.The dynamic height is computed by dividing the NAVD 88
 CY0565.geopotential number by the normal gravity value computed on the
 CY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0565.degrees latitude (g = 980.6199 gals.).
 CY0565
 CY0565.The modeled gravity was interpolated from observed gravity values.
 CY0565
 CY0565;                    North         East    Units  Estimated Accuracy
 CY0565;SPC AZ E     -   214,700.      238,320.      MT  (+/- 180 meters Scaled)
 CY0565
 CY0565                          SUPERSEDED SURVEY CONTROL
 CY0565
 CY0565  NGVD 29 (??/??/92)  847.921  (m)         2781.89   (f) ADJ UNCH    1 2
 CY0565
 CY0565.Superseded values are not recommended for survey control.
 CY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0565.See file dsdata.txt to determine how the superseded data were derived.
 CY0565
 CY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB028447(NAD 83)
 CY0565_MARKER: P = PIPE CAP
 CY0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0565_STAMPING: 2781.887 PHNX
 CY0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0565
 CY0565  HISTORY     - Date     Condition        Report By
 CY0565  HISTORY     - UNK      MONUMENTED       USGS
 CY0565  HISTORY     - 1932     GOOD             NGS
 CY0565  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0565
 CY0565                          STATION DESCRIPTION
 CY0565
 CY0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0565'2.5 MI NW FROM GLENBAR.
 CY0565'ON SOUTHERN PACIFIC RIGHT OF WAY, 1100 FEET NORTHWEST OF MILEPOST
 CY0565'1151, 160 FEET EAST OF RAILROAD CROSSING, 30 FEET SOUTH OF PAVED
 CY0565'HIGHWAY CENTERLINE, ON RIGHT OF WAY LINE AT HIGHWAY STATION 3631 + 50.
 CY0565
 CY0565                          STATION RECOVERY (1979)
 CY0565
 CY0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0565'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MEASUREMENTS PLACE THIS
 CY0565'MARK IN THE SHOULDER OF THE PRESENT HIGHWAY AND THE MARK IS PRESUMED
 CY0565'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0688 ***********************************************************************
 CG0688  DESIGNATION -  2790.8
 CG0688  PID         -  CG0688
 CG0688  STATE/COUNTY-  AZ/PIMA
 CG0688  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0688
 CG0688                         *CURRENT SURVEY CONTROL
 CG0688  ___________________________________________________________________
 CG0688* NAD 83(1986)-  31 39 20.     (N)    111 42 45.     (W)     SCALED    
 CG0688* NAVD 88     -       851.25   (+/-2cm)    2792.8    (feet)  VERTCON   
 CG0688  ___________________________________________________________________
 CG0688  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0688
 CG0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0688
 CG0688.The horizontal coordinates were scaled from a topographic map and have
 CG0688.an estimated accuracy of +/- 6 seconds.
 CG0688
 CG0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0688.The vertical order pertains to the NGVD 29 superseded value.
 CG0688
 CG0688.The geoid height was determined by GEOID03.
 CG0688
 CG0688;                    North         East    Units  Estimated Accuracy
 CG0688;SPC AZ C     -    72,700.      232,720.      MT  (+/- 180 meters Scaled)
 CG0688
 CG0688                          SUPERSEDED SURVEY CONTROL
 CG0688
 CG0688  NGVD 29 (??/??/92)  850.490  (m)         2790.32   (f) ADJ UNCH    2 0
 CG0688
 CG0688.Superseded values are not recommended for survey control.
 CG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0688.See file dsdata.txt to determine how the superseded data were derived.
 CG0688
 CG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA324024(NAD 83)
 CG0688_MARKER: Q = CHISELED SQUARE
 CG0688_SETTING: 66 = SET IN ROCK OUTCROP
 CG0688_SP_SET: FLAT ROCK
 CG0688_STAMPING: USGS 2790.8
 CG0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0688+STABILITY: POSITION/ELEVATION WELL
 CG0688
 CG0688  HISTORY     - Date     Condition        Report By
 CG0688  HISTORY     - UNK      MONUMENTED       USGS
 CG0688  HISTORY     - 1952     GOOD             NGS
 CG0688  HISTORY     - 1977     GOOD             USGS
 CG0688
 CG0688                          STATION DESCRIPTION
 CG0688
 CG0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0688'6.6 MI NE FROM SAN MIGUEL.
 CG0688'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0688'MIGUEL, THENCE 2.3 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0688'A CHISELED SQUARE CUT IN THE TOP OF A SMALL FLAT ROCK, 0.15 MILE SOUTH
 CG0688'OF B.M. N 306, 0.55 MILE NORTH OF A CATTLE GUARD, 21 FEET EAST OF THE
 CG0688'CENTER LINE OF THE ROAD, 2 FEET WEST OF A STAKE WITH A METAL TAG
 CG0688'STAMPED USGS 2790.8, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0688
 CG0688                          STATION RECOVERY (1977)
 CG0688
 CG0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0688'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0688'RD.....
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0498 ***********************************************************************
 CZ0498  DESIGNATION -  279+97.1
 CZ0498  PID         -  CZ0498
 CZ0498  STATE/COUNTY-  AZ/PIMA
 CZ0498  USGS QUAD   -  MARANA (1992)
 CZ0498
 CZ0498                         *CURRENT SURVEY CONTROL
 CZ0498  ___________________________________________________________________
 CZ0498* NAD 83(1986)-  32 26 55.     (N)    111 11 48.     (W)     SCALED    
 CZ0498* NAVD 88     -       611.026  (meters)    2004.67   (feet)  ADJUSTED  
 CZ0498  ___________________________________________________________________
 CZ0498  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0498  DYNAMIC HT  -         610.220 (meters)    2002.03  (feet)  COMP
 CZ0498  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 CZ0498
 CZ0498  VERT ORDER  -  FIRST     CLASS II
 CZ0498
 CZ0498.The horizontal coordinates were scaled from a topographic map and have
 CZ0498.an estimated accuracy of +/- 6 seconds.
 CZ0498
 CZ0498.The orthometric height was determined by differential leveling
 CZ0498.and adjusted by the National Geodetic Survey in June 1991..
 CZ0498
 CZ0498.The geoid height was determined by GEOID03.
 CZ0498
 CZ0498.The dynamic height is computed by dividing the NAVD 88
 CZ0498.geopotential number by the normal gravity value computed on the
 CZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0498.degrees latitude (g = 980.6199 gals.).
 CZ0498
 CZ0498.The modeled gravity was interpolated from observed gravity values.
 CZ0498
 CZ0498;                    North         East    Units  Estimated Accuracy
 CZ0498;SPC AZ C     -   160,840.      281,060.      MT  (+/- 180 meters Scaled)
 CZ0498
 CZ0498                          SUPERSEDED SURVEY CONTROL
 CZ0498
 CZ0498  NGVD 29 (??/??/92)  610.449  (m)         2002.78   (f) ADJ UNCH    1 2
 CZ0498
 CZ0498.Superseded values are not recommended for survey control.
 CZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0498.See file dsdata.txt to determine how the superseded data were derived.
 CZ0498
 CZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA815901(NAD 83)
 CZ0498_MARKER: DD = SURVEY DISK
 CZ0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0498_SP_SET: CURB
 CZ0498_STAMPING: 2002.91 279+97.1
 CZ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0498+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0498
 CZ0498  HISTORY     - Date     Condition        Report By
 CZ0498  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0498  HISTORY     - 1950     GOOD             NGS
 CZ0498  HISTORY     - 1960     GOOD             NGS
 CZ0498  HISTORY     - 1980     GOOD             NGS
 CZ0498  HISTORY     - 20041216 GOOD             NGS
 CZ0498
 CZ0498                          STATION DESCRIPTION
 CZ0498
 CZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CZ0498'0.9 MI SE FROM MARANA.
 CZ0498'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0498'RAILROAD FROM THE POST OFFICE AT MARANA, AT A RAILROAD MILEAGE NUMBER
 CZ0498'963.13, AND IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0498'CONCRETE CURBING OF THE HIGHWAY BRIDGE, 21.2 FEET SOUTH OF TELEGRAPH
 CZ0498'POLE NUMBER 1, 16 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CZ0498'BOUND TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0498
 CZ0498                          STATION RECOVERY (1960)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0498'RECOVERED IN GOOD CONDITION.
 CZ0498
 CZ0498                          STATION RECOVERY (1980)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0498'33.5 KILOMETERS (20.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0498'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.13,
 CZ0498'AT A 4-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0498'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0498'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 6.7 METERS
 CZ0498'(22 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0
 CZ0498'METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0498'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0498
 CZ0498                          STATION RECOVERY (2004)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0498'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0498'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1606 ***********************************************************************
 DV1606  DESIGNATION -  28 A
 DV1606  PID         -  DV1606
 DV1606  STATE/COUNTY-  AZ/LA PAZ
 DV1606  USGS QUAD   -  HOPE SE (1990)
 DV1606
 DV1606                         *CURRENT SURVEY CONTROL
 DV1606  ___________________________________________________________________
 DV1606* NAD 83(1986)-  33 35 44.     (N)    113 31 56.     (W)     SCALED    
 DV1606* NAVD 88     -       429.50   (+/-2cm)    1409.1    (feet)  VERTCON   
 DV1606  ___________________________________________________________________
 DV1606  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1606
 DV1606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1606
 DV1606.The horizontal coordinates were scaled from a topographic map and have
 DV1606.an estimated accuracy of +/- 6 seconds.
 DV1606
 DV1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1606.The vertical order pertains to the NGVD 29 superseded value.
 DV1606
 DV1606.The geoid height was determined by GEOID03.
 DV1606
 DV1606;                    North         East    Units  Estimated Accuracy
 DV1606;SPC AZ W     -   287,830.      233,570.      MT  (+/- 180 meters Scaled)
 DV1606
 DV1606                          SUPERSEDED SURVEY CONTROL
 DV1606
 DV1606  NGVD 29 (??/??/92)  428.817  (m)         1406.88   (f) ADJ UNCH    2 0
 DV1606
 DV1606.Superseded values are not recommended for survey control.
 DV1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1606.See file dsdata.txt to determine how the superseded data were derived.
 DV1606
 DV1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC650201(NAD 83)
 DV1606_MARKER: DD = SURVEY DISK
 DV1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1606_STAMPING: 28 A 1962
 DV1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1606+STABILITY: SURFACE MOTION
 DV1606
 DV1606  HISTORY     - Date     Condition        Report By
 DV1606  HISTORY     - 1962     MONUMENTED       AZHD
 DV1606  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1606
 DV1606                          STATION DESCRIPTION
 DV1606
 DV1606'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1606'19.05 MI SE FROM SALOME.
 DV1606'0.35 MILE EAST-SOUTHEAST OF Y 396 28, AN ARIZONA HIGHWAY DEPARTMENT
 DV1606'DISK STAMPED 28 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1606'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1606'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1606
 DV1606                          STATION RECOVERY (1987)
 DV1606
 DV1606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0818 ***********************************************************************
 FQ0818  DESIGNATION -  28 BKC
 FQ0818  PID         -  FQ0818
 FQ0818  STATE/COUNTY-  AZ/COCONINO
 FQ0818  USGS QUAD   -  WUPATKI SE (1969)
 FQ0818
 FQ0818                         *CURRENT SURVEY CONTROL
 FQ0818  ___________________________________________________________________
 FQ0818* NAD 83(1986)-  35 31 03.     (N)    111 21 59.     (W)     SCALED    
 FQ0818* NAVD 88     -      1491.245  (meters)    4892.53   (feet)  POSTED    
 FQ0818  ___________________________________________________________________
 FQ0818  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FQ0818  DYNAMIC HT  -        1489.340 (meters)    4886.28  (feet)  COMP
 FQ0818  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 FQ0818
 FQ0818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0818
 FQ0818.The horizontal coordinates were scaled from a topographic map and have
 FQ0818.an estimated accuracy of +/- 6 seconds.
 FQ0818
 FQ0818.The orthometric height was determined by differential leveling
 FQ0818.and adjusted by the National Geodetic Survey in 1992..
 FQ0818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0818.rate of 0.0 thru 1.0 mm/km.
 FQ0818
 FQ0818.The geoid height was determined by GEOID03.
 FQ0818
 FQ0818.The dynamic height is computed by dividing the NAVD 88
 FQ0818.geopotential number by the normal gravity value computed on the
 FQ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0818.degrees latitude (g = 980.6199 gals.).
 FQ0818
 FQ0818.The modeled gravity was interpolated from observed gravity values.
 FQ0818
 FQ0818;                    North         East    Units  Estimated Accuracy
 FQ0818;SPC AZ C     -   501,120.      263,270.      MT  (+/- 180 meters Scaled)
 FQ0818
 FQ0818                          SUPERSEDED SURVEY CONTROL
 FQ0818
 FQ0818.No superseded survey control is available for this station.
 FQ0818
 FQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE667304(NAD 83)
 FQ0818_MARKER: DB = BENCH MARK DISK
 FQ0818_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0818_SP_SET: COPPER-CLAD STEEL ROD
 FQ0818_STAMPING: 28 BKC 1968
 FQ0818_MARK LOGO: USGS  
 FQ0818_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0818+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0818
 FQ0818  HISTORY     - Date     Condition        Report By
 FQ0818  HISTORY     - 1968     MONUMENTED       USGS
 FQ0818
 FQ0818                          STATION DESCRIPTION
 FQ0818
 FQ0818'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0818'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0818'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0818'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0818'MILES EAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, 103 FEET
 FQ0818'NORTH AND 88 FEET WEST OF THE CENTER OF THE JUNCTION, 1 FOOT EAST OF
 FQ0818'A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FQ0818'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0790 ***********************************************************************
 FQ0790  DESIGNATION -  28 HLS
 FQ0790  PID         -  FQ0790
 FQ0790  STATE/COUNTY-  AZ/NAVAJO
 FQ0790  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0790
 FQ0790                         *CURRENT SURVEY CONTROL
 FQ0790  ___________________________________________________________________
 FQ0790* NAD 83(1986)-  35 09 45.     (N)    110 05 47.     (W)     SCALED    
 FQ0790* NAVD 88     -      1664.391  (meters)    5460.59   (feet)  ADJUSTED  
 FQ0790  ___________________________________________________________________
 FQ0790  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0790  DYNAMIC HT  -        1662.151 (meters)    5453.24  (feet)  COMP
 FQ0790  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 FQ0790
 FQ0790  VERT ORDER  -  THIRD
 FQ0790
 FQ0790.The horizontal coordinates were scaled from a topographic map and have
 FQ0790.an estimated accuracy of +/- 6 seconds.
 FQ0790
 FQ0790.The orthometric height was determined by differential leveling
 FQ0790.and adjusted by the National Geodetic Survey in June 1991..
 FQ0790
 FQ0790.The geoid height was determined by GEOID03.
 FQ0790
 FQ0790.The dynamic height is computed by dividing the NAVD 88
 FQ0790.geopotential number by the normal gravity value computed on the
 FQ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0790.degrees latitude (g = 980.6199 gals.).
 FQ0790
 FQ0790.The modeled gravity was interpolated from observed gravity values.
 FQ0790
 FQ0790;                    North         East    Units  Estimated Accuracy
 FQ0790;SPC AZ E     -   461,600.      219,760.      MT  (+/- 180 meters Scaled)
 FQ0790
 FQ0790                          SUPERSEDED SURVEY CONTROL
 FQ0790
 FQ0790.No superseded survey control is available for this station.
 FQ0790
 FQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822914(NAD 83)
 FQ0790_MARKER: DB = BENCH MARK DISK
 FQ0790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0790_SP_SET: COPPER-CLAD STEEL ROD
 FQ0790_STAMPING: 28 HLS 1970 5458
 FQ0790_MARK LOGO: USGS  
 FQ0790_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0790+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0790
 FQ0790  HISTORY     - Date     Condition        Report By
 FQ0790  HISTORY     - 1970     MONUMENTED       USGS
 FQ0790
 FQ0790                          STATION DESCRIPTION
 FQ0790
 FQ0790'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0790'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0790'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0790'HIGHWAY 77, THENCE 0.9 MILES WEST ALONG A ROAD, 85 FEET EAST OF THE
 FQ0790'EAST BANK OF A WASH, 46 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 FQ0790'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0790'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0479 ***********************************************************************
 FS0479  DESIGNATION -  28 L
 FS0479  PID         -  FS0479
 FS0479  STATE/COUNTY-  AZ/MOHAVE
 FS0479  USGS QUAD   -  MT TIPTON NW (1980)
 FS0479
 FS0479                         *CURRENT SURVEY CONTROL
 FS0479  ___________________________________________________________________
 FS0479* NAD 83(1986)-  35 40 47.     (N)    114 11 18.     (W)     SCALED    
 FS0479* NAVD 88     -      1004.279  (meters)    3294.87   (feet)  POSTED    
 FS0479  ___________________________________________________________________
 FS0479  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FS0479  DYNAMIC HT  -        1003.140 (meters)    3291.14  (feet)  COMP
 FS0479  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 FS0479
 FS0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0479
 FS0479.The horizontal coordinates were scaled from a topographic map and have
 FS0479.an estimated accuracy of +/- 6 seconds.
 FS0479
 FS0479.The orthometric height was determined by differential leveling
 FS0479.and adjusted by the National Geodetic Survey in 1992..
 FS0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0479.rate of 0.0 thru 1.0 mm/km.
 FS0479
 FS0479.The geoid height was determined by GEOID03.
 FS0479
 FS0479.The dynamic height is computed by dividing the NAVD 88
 FS0479.geopotential number by the normal gravity value computed on the
 FS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0479.degrees latitude (g = 980.6199 gals.).
 FS0479
 FS0479.The modeled gravity was interpolated from observed gravity values.
 FS0479
 FS0479;                    North         East    Units  Estimated Accuracy
 FS0479;SPC AZ W     -   519,090.      173,680.      MT  (+/- 180 meters Scaled)
 FS0479
 FS0479                          SUPERSEDED SURVEY CONTROL
 FS0479
 FS0479  NGVD 29 (??/??/92) 1003.510  (m)         3292.35   (f) ADJ UNCH    1 1
 FS0479
 FS0479.Superseded values are not recommended for survey control.
 FS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0479.See file dsdata.txt to determine how the superseded data were derived.
 FS0479
 FS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV544520(NAD 83)
 FS0479_MARKER: DD = SURVEY DISK
 FS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0479_STAMPING: 28 L 1938
 FS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0479+STABILITY: SURFACE MOTION
 FS0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0479+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FS0479
 FS0479  HISTORY     - Date     Condition        Report By
 FS0479  HISTORY     - 1938     MONUMENTED       USGS
 FS0479  HISTORY     - 1950     GOOD             NGS
 FS0479  HISTORY     - 20051019 GOOD             NGS
 FS0479
 FS0479                          STATION DESCRIPTION
 FS0479
 FS0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0479'25.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0479'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0479'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 14.4 MILES
 FS0479'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.25 MILE
 FS0479'NORTHEAST OF A CATTLE GUARD, 47 FEET SOUTHEAST OF THE CENTER LINE
 FS0479'OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 FS0479'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0479'0.7 FOOT ABOVE THE GROUND.
 FS0479
 FS0479                          STATION RECOVERY (2005)
 FS0479
 FS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0479'PIERCE FERRY ROAD (=MOHAVE COUNTY 25) IS NOW A PAVED TWO-LANE ROAD.
 FS0479'MARK IS AT MILEPOST 14.2 (MILES NE OF ROUTE US 93).  MARK IS 0.8 M SW
 FS0479'OF A WITNESS POST AND 0.7 M NE OF WITNESS POST WITH ELEVATION '3292'
 FS0479'STAMPED ON PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0638 ***********************************************************************
 ET0638  DESIGNATION -  2809.61
 ET0638  PID         -  ET0638
 ET0638  STATE/COUNTY-  AZ/YAVAPAI
 ET0638  USGS QUAD   -  THORN PEAK (1967)
 ET0638
 ET0638                         *CURRENT SURVEY CONTROL
 ET0638  ___________________________________________________________________
 ET0638* NAD 83(1986)-  34 28 46.     (N)    113 12 14.     (W)     SCALED    
 ET0638* NAVD 88     -       857.038  (meters)    2811.80   (feet)  POSTED    
 ET0638  ___________________________________________________________________
 ET0638  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0638  DYNAMIC HT  -         856.000 (meters)    2808.39  (feet)  COMP
 ET0638  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 ET0638
 ET0638  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0638
 ET0638.The horizontal coordinates were scaled from a topographic map and have
 ET0638.an estimated accuracy of +/- 6 seconds.
 ET0638
 ET0638.The orthometric height was determined by differential leveling
 ET0638.and adjusted by the National Geodetic Survey in November 2005..
 ET0638.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0638.rate of 3.1 thru 4.0 mm/km.
 ET0638
 ET0638.The geoid height was determined by GEOID03.
 ET0638
 ET0638.The dynamic height is computed by dividing the NAVD 88
 ET0638.geopotential number by the normal gravity value computed on the
 ET0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0638.degrees latitude (g = 980.6199 gals.).
 ET0638
 ET0638.The modeled gravity was interpolated from observed gravity values.
 ET0638
 ET0638;                    North         East    Units  Estimated Accuracy
 ET0638;SPC AZ C     -   386,580.       95,120.      MT  (+/- 180 meters Scaled)
 ET0638
 ET0638                          SUPERSEDED SURVEY CONTROL
 ET0638
 ET0638  NGVD 29 (??/??/92)  856.318  (m)         2809.44   (f) ADJ UNCH    1 2
 ET0638
 ET0638.Superseded values are not recommended for survey control.
 ET0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0638.See file dsdata.txt to determine how the superseded data were derived.
 ET0638
 ET0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD976175(NAD 83)
 ET0638_MARKER: Q = CHISELED SQUARE
 ET0638_SETTING: 66 = SET IN ROCK OUTCROP
 ET0638_SP_SET: BEDROCK
 ET0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0638+STABILITY: POSITION/ELEVATION WELL
 ET0638
 ET0638  HISTORY     - Date     Condition        Report By
 ET0638  HISTORY     - UNK      MONUMENTED       USGS
 ET0638  HISTORY     - 1950     GOOD             NGS
 ET0638
 ET0638                          STATION DESCRIPTION
 ET0638
 ET0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0638'12.8 MI S FROM BAGDAD.
 ET0638'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0638'AT BAGDAD, THENCE 6.0 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT A
 ET0638'POINT WHERE A SMALL WASH CROSSES THE ROAD, ALONG THE SOUTH EDGE OF THE
 ET0638'WASH, ON THE TOP OF A SMALL BENCH IN BEDROCK, 40 FEET WEST OF A
 ET0638'15-INCH BRUSHY MESQUITE TREE, 31 FEET SOUTH OF THE CENTER LINE OF THE
 ET0638'ROAD, 5 FEET NORTH OF A WHITE PAINTED CAIRN, AND ABOUT LEVELL WITH THE
 ET0638'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0563 ***********************************************************************
 CY0563  DESIGNATION -  2813
 CY0563  PID         -  CY0563
 CY0563  STATE/COUNTY-  AZ/GRAHAM
 CY0563  USGS QUAD   -  PIMA (1985)
 CY0563
 CY0563                         *CURRENT SURVEY CONTROL
 CY0563  ___________________________________________________________________
 CY0563* NAD 83(1986)-  32 55 01.     (N)    109 51 44.     (W)     SCALED    
 CY0563* NAVD 88     -       857.751  (meters)    2814.14   (feet)  ADJUSTED  
 CY0563  ___________________________________________________________________
 CY0563  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0563  DYNAMIC HT  -         856.560 (meters)    2810.23  (feet)  COMP
 CY0563  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 CY0563
 CY0563  VERT ORDER  -  FIRST     CLASS II
 CY0563
 CY0563.The horizontal coordinates were scaled from a topographic map and have
 CY0563.an estimated accuracy of +/- 6 seconds.
 CY0563
 CY0563.The orthometric height was determined by differential leveling
 CY0563.and adjusted by the National Geodetic Survey in June 1991..
 CY0563
 CY0563.The geoid height was determined by GEOID03.
 CY0563
 CY0563.The dynamic height is computed by dividing the NAVD 88
 CY0563.geopotential number by the normal gravity value computed on the
 CY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0563.degrees latitude (g = 980.6199 gals.).
 CY0563
 CY0563.The modeled gravity was interpolated from observed gravity values.
 CY0563
 CY0563;                    North         East    Units  Estimated Accuracy
 CY0563;SPC AZ E     -   212,580.      241,840.      MT  (+/- 180 meters Scaled)
 CY0563
 CY0563                          SUPERSEDED SURVEY CONTROL
 CY0563
 CY0563  NGVD 29 (??/??/92)  857.166  (m)         2812.22   (f) ADJ UNCH    1 2
 CY0563
 CY0563.Superseded values are not recommended for survey control.
 CY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0563.See file dsdata.txt to determine how the superseded data were derived.
 CY0563
 CY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB063426(NAD 83)
 CY0563_MARKER: P = PIPE CAP
 CY0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0563_STAMPING: 2812.219 PHNX
 CY0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0563
 CY0563  HISTORY     - Date     Condition        Report By
 CY0563  HISTORY     - UNK      MONUMENTED       USGS
 CY0563  HISTORY     - 1932     GOOD             NGS
 CY0563  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0563
 CY0563                          STATION DESCRIPTION
 CY0563
 CY0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0563'IN GLENBAR.
 CY0563'ON SOUTHERN PACIFIC RIGHT OF WAY, 100 FT. SOUTHWEST OF GLENBAR POST
 CY0563'OFFICE, 30 FT. NORTHEAST OF RAILROAD CENTER LINE, 95 FT. EAST OF
 CY0563'RAILROAD CROSSING, 20 FT. SOUTHWEST OF PAVED HIGHWAY CENTER LINE.
 CY0563
 CY0563                          STATION RECOVERY (1958)
 CY0563
 CY0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0384 ***********************************************************************
 ET0384  DESIGNATION -  2825
 ET0384  PID         -  ET0384
 ET0384  STATE/COUNTY-  AZ/YAVAPAI
 ET0384  USGS QUAD   -  FLORES (1969)
 ET0384
 ET0384                         *CURRENT SURVEY CONTROL
 ET0384  ___________________________________________________________________
 ET0384* NAD 83(1986)-  34 06 36.     (N)    112 50 09.     (W)     SCALED    
 ET0384* NAVD 88     -       864.209  (meters)    2835.33   (feet)  POSTED    
 ET0384  ___________________________________________________________________
 ET0384  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ET0384  DYNAMIC HT  -         863.130 (meters)    2831.79  (feet)  COMP
 ET0384  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 ET0384
 ET0384  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0384
 ET0384.The horizontal coordinates were scaled from a topographic map and have
 ET0384.an estimated accuracy of +/- 6 seconds.
 ET0384
 ET0384.The orthometric height was determined by differential leveling
 ET0384.and adjusted by the National Geodetic Survey in November 2005..
 ET0384.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0384.rate of 1.1 thru 2.0 mm/km.
 ET0384
 ET0384.The geoid height was determined by GEOID03.
 ET0384
 ET0384.The dynamic height is computed by dividing the NAVD 88
 ET0384.geopotential number by the normal gravity value computed on the
 ET0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0384.degrees latitude (g = 980.6199 gals.).
 ET0384
 ET0384.The modeled gravity was interpolated from observed gravity values.
 ET0384
 ET0384;                    North         East    Units  Estimated Accuracy
 ET0384;SPC AZ C     -   345,240.      128,560.      MT  (+/- 180 meters Scaled)
 ET0384
 ET0384                          SUPERSEDED SURVEY CONTROL
 ET0384
 ET0384  NGVD 29 (??/??/92)  863.561  (m)         2833.20   (f) ADJ UNCH    2 0
 ET0384
 ET0384.Superseded values are not recommended for survey control.
 ET0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0384.See file dsdata.txt to determine how the superseded data were derived.
 ET0384
 ET0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC306758(NAD 83)
 ET0384_MARKER: P = PIPE CAP
 ET0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0384
 ET0384  HISTORY     - Date     Condition        Report By
 ET0384  HISTORY     - UNK      MONUMENTED       USGS
 ET0384  HISTORY     - 1933     GOOD             NGS
 ET0384
 ET0384                          STATION DESCRIPTION
 ET0384
 ET0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0384'3.4 MI S FROM CONGRESS JUNCTION.
 ET0384'IRON POST, ON A.T. AND S.F. RIGHT OF WAY, 0.25 MILES NORTH OF MILEPOST
 ET0384'127, ON TOP OF KNOLL, 50 FEET EAST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0063 ***********************************************************************
 DA0063  DESIGNATION -  2827.5
 DA0063  PID         -  DA0063
 DA0063  STATE/COUNTY-  AZ/MARICOPA
 DA0063  USGS QUAD   -  KAKA NW (1986)
 DA0063
 DA0063                         *CURRENT SURVEY CONTROL
 DA0063  ___________________________________________________________________
 DA0063* NAD 83(1986)-  32 44 31.     (N)    112 23 08.     (W)     SCALED    
 DA0063* NAVD 88     -       862.45   (+/-2cm)    2829.6    (feet)  VERTCON   
 DA0063  ___________________________________________________________________
 DA0063  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0063
 DA0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0063
 DA0063.The horizontal coordinates were scaled from a topographic map and have
 DA0063.an estimated accuracy of +/- 6 seconds.
 DA0063
 DA0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0063.The vertical order pertains to the NGVD 29 superseded value.
 DA0063
 DA0063.The geoid height was determined by GEOID03.
 DA0063
 DA0063;                    North         East    Units  Estimated Accuracy
 DA0063;SPC AZ C     -   193,230.      169,420.      MT  (+/- 180 meters Scaled)
 DA0063
 DA0063                          SUPERSEDED SURVEY CONTROL
 DA0063
 DA0063  NGVD 29 (??/??/92)  861.720  (m)         2827.16   (f) ADJ UNCH    2 0
 DA0063
 DA0063.Superseded values are not recommended for survey control.
 DA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0063.See file dsdata.txt to determine how the superseded data were derived.
 DA0063
 DA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB701235(NAD 83)
 DA0063_MARKER: Q = CHISELED SQUARE
 DA0063_SETTING: 66 = SET IN ROCK OUTCROP
 DA0063_SP_SET: ROCK OUTCROP
 DA0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0063+STABILITY: POSITION/ELEVATION WELL
 DA0063
 DA0063  HISTORY     - Date     Condition        Report By
 DA0063  HISTORY     - UNK      MONUMENTED       USGS
 DA0063  HISTORY     - 1952     GOOD             NGS
 DA0063
 DA0063                          STATION DESCRIPTION
 DA0063
 DA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0063'3.1 MI NW FROM STOUTS WELL.
 DA0063'3.1 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0063'AT A POINT WHERE THE ROAD FOLLOWS A WASH, A CHISELED SQUARE IN THE TOP
 DA0063'OF A 3 FEET SQUARE ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE BOTTOM OF
 DA0063'THE WASH, 7 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 DA0063'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0695 ***********************************************************************
 CG0695  DESIGNATION -  2828.5
 CG0695  PID         -  CG0695
 CG0695  STATE/COUNTY-  AZ/PIMA
 CG0695  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0695
 CG0695                         *CURRENT SURVEY CONTROL
 CG0695  ___________________________________________________________________
 CG0695* NAD 83(1986)-  31 36 35.     (N)    111 41 44.     (W)     SCALED    
 CG0695* NAVD 88     -       862.73   (+/-2cm)    2830.5    (feet)  VERTCON   
 CG0695  ___________________________________________________________________
 CG0695  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0695
 CG0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0695
 CG0695.The horizontal coordinates were scaled from a topographic map and have
 CG0695.an estimated accuracy of +/- 6 seconds.
 CG0695
 CG0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0695.The vertical order pertains to the NGVD 29 superseded value.
 CG0695
 CG0695.The geoid height was determined by GEOID03.
 CG0695
 CG0695;                    North         East    Units  Estimated Accuracy
 CG0695;SPC AZ C     -    67,620.      234,340.      MT  (+/- 180 meters Scaled)
 CG0695
 CG0695                          SUPERSEDED SURVEY CONTROL
 CG0695
 CG0695  NGVD 29 (??/??/92)  861.963  (m)         2827.96   (f) ADJ UNCH    2 0
 CG0695
 CG0695.Superseded values are not recommended for survey control.
 CG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0695.See file dsdata.txt to determine how the superseded data were derived.
 CG0695
 CG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV340973(NAD 83)
 CG0695_MARKER: Q = CHISELED SQUARE
 CG0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0695_SP_SET: TREE
 CG0695_STAMPING: 2828.5
 CG0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0695
 CG0695  HISTORY     - Date     Condition        Report By
 CG0695  HISTORY     - UNK      MONUMENTED       USGS
 CG0695  HISTORY     - 1952     GOOD             NGS
 CG0695
 CG0695                          STATION DESCRIPTION
 CG0695
 CG0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0695'6.05 MI E FROM SAN MIGUEL.
 CG0695'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0695'MIGUEL TO A Y JUNCTION, THENCE 1.75 MILES SOUTHEAST ALONG THE
 CG0695'BABOQUIVARI FOOT HILLS ROAD, AT A SMALL WASH CROSSING THE ROAD, A
 CG0695'CHISELED SQUARE CUT IN THE TOP OF A SMALL BOULDER, 80.2 FEET SOUTH OF
 CG0695'THE B.M. Q 306, 29 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 33
 CG0695'FEET NORTH OF THE CENTER OF A SMALL WASH, ABOUT 1 1/2 FEET HIGHER THAN
 CG0695'THE ROAD, A METAL TAG ON A MESQUITE TREE STAMPED 2828.5 EAST OF THE
 CG0695'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0154 ***********************************************************************
 DB0154  DESIGNATION -  283.10
 DB0154  PID         -  DB0154
 DB0154  STATE/COUNTY-  AZ/YUMA
 DB0154  USGS QUAD   -  WELLTON (1982)
 DB0154
 DB0154                         *CURRENT SURVEY CONTROL
 DB0154  ___________________________________________________________________
 DB0154* NAD 83(1986)-  32 39 17.     (N)    114 08 33.     (W)     SCALED    
 DB0154* NAVD 88     -        86.93   (+/-2cm)     285.2    (feet)  VERTCON   
 DB0154  ___________________________________________________________________
 DB0154  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0154
 DB0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0154
 DB0154.The horizontal coordinates were scaled from a topographic map and have
 DB0154.an estimated accuracy of +/- 6 seconds.
 DB0154
 DB0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0154.The vertical order pertains to the NGVD 29 superseded value.
 DB0154
 DB0154.The geoid height was determined by GEOID03.
 DB0154
 DB0154;                    North         East    Units  Estimated Accuracy
 DB0154;SPC AZ W     -   183,540.      176,540.      MT  (+/- 180 meters Scaled)
 DB0154
 DB0154                          SUPERSEDED SURVEY CONTROL
 DB0154
 DB0154  NGVD 29 (??/??/??)   86.297  (m)          283.13   (f) ADJUSTED    2 0
 DB0154
 DB0154.Superseded values are not recommended for survey control.
 DB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0154.See file dsdata.txt to determine how the superseded data were derived.
 DB0154
 DB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680166(NAD 83)
 DB0154_MARKER: DD = SURVEY DISK
 DB0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0154_SP_SET: BRIDGE
 DB0154_STAMPING: 283.10
 DB0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0154
 DB0154  HISTORY     - Date     Condition        Report By
 DB0154  HISTORY     - UNK      MONUMENTED       BOR
 DB0154  HISTORY     - 1962     GOOD             NGS
 DB0154
 DB0154                          STATION DESCRIPTION
 DB0154
 DB0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0154'1.2 MI S FROM WELLTON.
 DB0154'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0154'PACIFIC RAILROAD STATION AT WELLTON, THENCE 0.95 MILE SOUTH ALONG
 DB0154'A GRAVELED ROAD, 66 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 DB0154'ROAD, 22 FEET WEST OF THE CENTER LINE OF A LARGE IRRIGATION
 DB0154'DITCH, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD,
 DB0154'SET IN THE TOP AND CENTER OF A CONCRETE HEADWALL OVER AN IRRIGATION
 DB0154'DITCH WHICH LEADS WESTERLY FROM THE LARGE IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0122 ***********************************************************************
 CZ0122  DESIGNATION -  2835
 CZ0122  PID         -  CZ0122
 CZ0122  STATE/COUNTY-  AZ/PIMA
 CZ0122  USGS QUAD   -  ORO VALLEY (1981)
 CZ0122
 CZ0122                         *CURRENT SURVEY CONTROL
 CZ0122  ___________________________________________________________________
 CZ0122* NAD 83(1986)-  32 26 25.     (N)    110 56 05.     (W)     SCALED    
 CZ0122* NAVD 88     -       868.54   (+/-2cm)    2849.5    (feet)  VERTCON   
 CZ0122  ___________________________________________________________________
 CZ0122  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ0122
 CZ0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0122
 CZ0122.The horizontal coordinates were scaled from a topographic map and have
 CZ0122.an estimated accuracy of +/- 6 seconds.
 CZ0122
 CZ0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0122.The vertical order pertains to the NGVD 29 superseded value.
 CZ0122
 CZ0122.The geoid height was determined by GEOID03.
 CZ0122
 CZ0122;                    North         East    Units  Estimated Accuracy
 CZ0122;SPC AZ C     -   160,110.      305,690.      MT  (+/- 180 meters Scaled)
 CZ0122
 CZ0122                          SUPERSEDED SURVEY CONTROL
 CZ0122
 CZ0122  NGVD 29 (??/??/92)  867.844  (m)         2847.25   (f) ADJ UNCH    2 0
 CZ0122
 CZ0122.Superseded values are not recommended for survey control.
 CZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0122.See file dsdata.txt to determine how the superseded data were derived.
 CZ0122
 CZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA061892(NAD 83)
 CZ0122_MARKER: P = PIPE CAP
 CZ0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0122_STAMPING: 2835 NOGLS
 CZ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0122
 CZ0122  HISTORY     - Date     Condition        Report By
 CZ0122  HISTORY     - UNK      MONUMENTED       USGS
 CZ0122  HISTORY     - 1934     GOOD             NGS
 CZ0122
 CZ0122                          STATION DESCRIPTION
 CZ0122
 CZ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0122'16.4 MI N FROM TUCSON.
 CZ0122'16.4 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0122'PIMA COUNTY, 1.5 MILES NORTH OF CATALINA SCHOOL, ON A RIDGE, AND 20
 CZ0122'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 CZ0122'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2835 NOGLS AND RIVETED ON THE
 CZ0122'TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0683 ***********************************************************************
 CG0683  DESIGNATION -  2835.7
 CG0683  PID         -  CG0683
 CG0683  STATE/COUNTY-  AZ/PIMA
 CG0683  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0683
 CG0683                         *CURRENT SURVEY CONTROL
 CG0683  ___________________________________________________________________
 CG0683* NAD 83(1986)-  31 41 03.     (N)    111 42 26.     (W)     SCALED    
 CG0683* NAVD 88     -       864.94   (+/-2cm)    2837.7    (feet)  VERTCON   
 CG0683  ___________________________________________________________________
 CG0683  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CG0683
 CG0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0683
 CG0683.The horizontal coordinates were scaled from a topographic map and have
 CG0683.an estimated accuracy of +/- 6 seconds.
 CG0683
 CG0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0683.The vertical order pertains to the NGVD 29 superseded value.
 CG0683
 CG0683.The geoid height was determined by GEOID03.
 CG0683
 CG0683;                    North         East    Units  Estimated Accuracy
 CG0683;SPC AZ C     -    75,870.      233,220.      MT  (+/- 180 meters Scaled)
 CG0683
 CG0683                          SUPERSEDED SURVEY CONTROL
 CG0683
 CG0683  NGVD 29 (??/??/92)  864.178  (m)         2835.22   (f) ADJ UNCH    2 0
 CG0683
 CG0683.Superseded values are not recommended for survey control.
 CG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0683.See file dsdata.txt to determine how the superseded data were derived.
 CG0683
 CG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA329056(NAD 83)
 CG0683_MARKER: N = NAIL
 CG0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0683_SP_SET: TREE
 CG0683_STAMPING: 2835.7
 CG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0683
 CG0683  HISTORY     - Date     Condition        Report By
 CG0683  HISTORY     - UNK      MONUMENTED       USGS
 CG0683  HISTORY     - 1952     GOOD             NGS
 CG0683  HISTORY     - 1977     POOR             USGS
 CG0683
 CG0683                          STATION DESCRIPTION
 CG0683
 CG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0683'8.8 MI NE FROM SAN MIGUEL.
 CG0683'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0683'MIGUEL, THENCE 4.5 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0683'AND SET IN THE TOP OF THE WEST ROOT OF A MESQUITE TREE, 126 1/2 FEET
 CG0683'NORTHEAST OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 28
 CG0683'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A
 CG0683'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND A METAL ON THE TREE
 CG0683'STAMPED 2835.7.
 CG0683
 CG0683                          STATION RECOVERY (1977)
 CG0683
 CG0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0683'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0532 ***********************************************************************
 CZ0532  DESIGNATION -  284+14.3
 CZ0532  PID         -  CZ0532
 CZ0532  STATE/COUNTY-  AZ/PIMA
 CZ0532  USGS QUAD   -  JAYNES (1992)
 CZ0532
 CZ0532                         *CURRENT SURVEY CONTROL
 CZ0532  ___________________________________________________________________
 CZ0532* NAD 83(1986)-  32 21 51.     (N)    111 05 38.     (W)     SCALED    
 CZ0532* NAVD 88     -       655.235  (meters)    2149.72   (feet)  ADJUSTED  
 CZ0532  ___________________________________________________________________
 CZ0532  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0532  DYNAMIC HT  -         654.355 (meters)    2146.83  (feet)  COMP
 CZ0532  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 CZ0532
 CZ0532  VERT ORDER  -  FIRST     CLASS II
 CZ0532
 CZ0532.The horizontal coordinates were scaled from a topographic map and have
 CZ0532.an estimated accuracy of +/- 6 seconds.
 CZ0532
 CZ0532.The orthometric height was determined by differential leveling
 CZ0532.and adjusted by the National Geodetic Survey in June 1991..
 CZ0532
 CZ0532.The geoid height was determined by GEOID03.
 CZ0532
 CZ0532.The dynamic height is computed by dividing the NAVD 88
 CZ0532.geopotential number by the normal gravity value computed on the
 CZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0532.degrees latitude (g = 980.6199 gals.).
 CZ0532
 CZ0532.The modeled gravity was interpolated from observed gravity values.
 CZ0532
 CZ0532;                    North         East    Units  Estimated Accuracy
 CZ0532;SPC AZ C     -   151,540.      290,790.      MT  (+/- 180 meters Scaled)
 CZ0532
 CZ0532                          SUPERSEDED SURVEY CONTROL
 CZ0532
 CZ0532  NGVD 29 (??/??/92)  654.576  (m)         2147.55   (f) ADJ UNCH    1 2
 CZ0532
 CZ0532.Superseded values are not recommended for survey control.
 CZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0532.See file dsdata.txt to determine how the superseded data were derived.
 CZ0532
 CZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911808(NAD 83)
 CZ0532_MARKER: DD = SURVEY DISK
 CZ0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0532_SP_SET: CULVERT
 CZ0532_STAMPING: 2148.04 1930 284+14.3
 CZ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0532
 CZ0532  HISTORY     - Date     Condition        Report By
 CZ0532  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0532  HISTORY     - 1951     GOOD             NGS
 CZ0532  HISTORY     - 1971     GOOD             AZDT
 CZ0532  HISTORY     - 1980     GOOD             NGS
 CZ0532  HISTORY     - 19970309 GOOD             USPSQD
 CZ0532
 CZ0532                          STATION DESCRIPTION
 CZ0532
 CZ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0532'0.7 MI NW FROM CORTARO.
 CZ0532'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0532'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0532'RAILROAD MILEAGE 971.55, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0532'NORTHEAST HEADWALL OF A BOX-TYPE CONCRETE HIGHWAY CULVERT, 21.5 FEET
 CZ0532'SOUTH OF TELEGRAPH POLE 11365, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0532'CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0532
 CZ0532                          STATION RECOVERY (1971)
 CZ0532
 CZ0532'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1971
 CZ0532'RECOVERED IN GOOD CONDITION.
 CZ0532
 CZ0532                          STATION RECOVERY (1980)
 CZ0532
 CZ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0532'19.8 KILOMETERS (12.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0532'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.4 MILE)
 CZ0532'NORTHWEST OF THE INTERSECTION OF THE FRONTAGE ROAD AND CORTARO,
 CZ0532'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT
 CZ0532'UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF THE
 CZ0532'SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS (16 FEET)
 CZ0532'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0532'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0532
 CZ0532                          STATION RECOVERY (1997)
 CZ0532
 CZ0532'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0295 ***********************************************************************
 CG0295  DESIGNATION -  2845.45
 CG0295  PID         -  CG0295
 CG0295  STATE/COUNTY-  AZ/PIMA
 CG0295  USGS QUAD   -  GREEN VALLEY (1981)
 CG0295
 CG0295                         *CURRENT SURVEY CONTROL
 CG0295  ___________________________________________________________________
 CG0295* NAD 83(1986)-  31 51 10.     (N)    110 58 39.     (W)     SCALED    
 CG0295* NAVD 88     -       871.815  (meters)    2860.28   (feet)  ADJUSTED  
 CG0295  ___________________________________________________________________
 CG0295  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0295  DYNAMIC HT  -         870.548 (meters)    2856.12  (feet)  COMP
 CG0295  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 CG0295
 CG0295  VERT ORDER  -  FIRST     CLASS II
 CG0295
 CG0295.The horizontal coordinates were scaled from a topographic map and have
 CG0295.an estimated accuracy of +/- 6 seconds.
 CG0295
 CG0295.The orthometric height was determined by differential leveling
 CG0295.and adjusted by the National Geodetic Survey in June 1991..
 CG0295
 CG0295.The geoid height was determined by GEOID03.
 CG0295
 CG0295.The dynamic height is computed by dividing the NAVD 88
 CG0295.geopotential number by the normal gravity value computed on the
 CG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0295.degrees latitude (g = 980.6199 gals.).
 CG0295
 CG0295.The modeled gravity was interpolated from observed gravity values.
 CG0295
 CG0295;                    North         East    Units  Estimated Accuracy
 CG0295;SPC AZ C     -    94,930.      302,240.      MT  (+/- 180 meters Scaled)
 CG0295
 CG0295                          SUPERSEDED SURVEY CONTROL
 CG0295
 CG0295  NGVD 29 (??/??/92)  871.078  (m)         2857.86   (f) ADJ UNCH    1 2
 CG0295
 CG0295.Superseded values are not recommended for survey control.
 CG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0295.See file dsdata.txt to determine how the superseded data were derived.
 CG0295
 CG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA021241(NAD 83)
 CG0295_MARKER: DD = SURVEY DISK
 CG0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0295_SP_SET: BRIDGE
 CG0295_STAMPING: 2845.45 30 98+25.5
 CG0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0295+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0295
 CG0295  HISTORY     - Date     Condition        Report By
 CG0295  HISTORY     - UNK      MONUMENTED       AZHD
 CG0295  HISTORY     - 1953     GOOD             NGS
 CG0295  HISTORY     - 1979     GOOD             USGS
 CG0295  HISTORY     - 1980     GOOD             NGS
 CG0295  HISTORY     - 20060316 GOOD             USPSQD
 CG0295
 CG0295                          STATION DESCRIPTION
 CG0295
 CG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0295'0.2 MI W FROM CONTINENTAL.
 CG0295'0.2 MILE WEST ALONG ABANDONED FORMER U. S. HIGHWAY 89 FROM THE STORE
 CG0295'AND SERVICE STATION AT CONTINENTAL, AT A CONCRETE BRIDGE OVER SANTA
 CG0295'CRUZ RIVER, IN THE TOP OF THE SOUTHEAST CONCRETE GUARDRAIL, 27.8 FEET
 CG0295'SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL, 13 FEET SOUTHEAST OF
 CG0295'THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT 3 FEET HIGHER THAN
 CG0295'THE HIGHWAY.
 CG0295
 CG0295                          STATION RECOVERY (1979)
 CG0295
 CG0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0295'THIS BENCH MARK IS STAMPED 2845.45 1930 AND 98 & 25.5 ARIZONA HIGHWAY
 CG0295'DEPT. THIS IS ONE AND THE SAME BENCH MARK. LINE 105 IS LISTED (98 &
 CG0295'25.5 LINE 104 IS LISTED 2845.45 1930 AND 98 & 25.5. THE LATEST
 CG0295'ELEVATION 1962 HAS BEEN LISTED.
 CG0295
 CG0295                          STATION RECOVERY (1980)
 CG0295
 CG0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0295'1.5 KILOMETERS (0.95 MILE) EAST ALONG CONTINENTAL ROAD FROM
 CG0295'THE INTERSTATE 19 OVERPASS BRIDGE AT CONTINENTAL, SET IN TOP
 CG0295'OF THE EAST END OF THE CONCRETE GUARD RAIL FOR A BRIDGE OVER
 CG0295'THE SANTA CRUZ RIVER, 0.5 KILOMETER (0.35 MILE) WEST OF BENCH
 CG0295'MARK H 399, 8.4 METERS (27.8 FEET) WEST OF THE EAST END OF THE
 CG0295'GUARD RAIL, 3.8 METERS (12.7 FEET) SOUTH OF THE ROAD CENTER-
 CG0295'LINE.
 CG0295'THE MARK IS 0.9 M ABOVE THE ROAD.
 CG0295
 CG0295                          STATION RECOVERY (2006)
 CG0295
 CG0295'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0590 ***********************************************************************
 FS0590  DESIGNATION -  2847.41
 FS0590  PID         -  FS0590
 FS0590  STATE/COUNTY-  AZ/MOHAVE
 FS0590  USGS QUAD   -  KINGMAN (1980)
 FS0590
 FS0590                         *CURRENT SURVEY CONTROL
 FS0590  ___________________________________________________________________
 FS0590* NAD 83(1986)-  35 07 40.     (N)    114 06 28.     (W)     SCALED    
 FS0590* NAVD 88     -       868.689  (meters)    2850.02   (feet)  POSTED    
 FS0590  ___________________________________________________________________
 FS0590  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FS0590  DYNAMIC HT  -         867.690 (meters)    2846.75  (feet)  COMP
 FS0590  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 FS0590
 FS0590  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0590
 FS0590.The horizontal coordinates were scaled from a topographic map and have
 FS0590.an estimated accuracy of +/- 6 seconds.
 FS0590
 FS0590.The orthometric height was determined by differential leveling
 FS0590.and adjusted by the National Geodetic Survey in 1992..
 FS0590.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0590.rate of 2.1 thru 3.0 mm/km.
 FS0590
 FS0590.The geoid height was determined by GEOID03.
 FS0590
 FS0590.The dynamic height is computed by dividing the NAVD 88
 FS0590.geopotential number by the normal gravity value computed on the
 FS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0590.degrees latitude (g = 980.6199 gals.).
 FS0590
 FS0590.The modeled gravity was interpolated from observed gravity values.
 FS0590
 FS0590;                    North         East    Units  Estimated Accuracy
 FS0590;SPC AZ W     -   457,820.      180,750.      MT  (+/- 180 meters Scaled)
 FS0590
 FS0590                          SUPERSEDED SURVEY CONTROL
 FS0590
 FS0590  NGVD 29 (??/??/92)  867.927  (m)         2847.52   (f) ADJ UNCH    2 0
 FS0590
 FS0590.Superseded values are not recommended for survey control.
 FS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0590.See file dsdata.txt to determine how the superseded data were derived.
 FS0590
 FS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU635910(NAD 83)
 FS0590_MARKER: DD = SURVEY DISK
 FS0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0590_SP_SET: CULVERT
 FS0590_STAMPING: 2847.41 2303X57 1951
 FS0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0590
 FS0590  HISTORY     - Date     Condition        Report By
 FS0590  HISTORY     - 1951     MONUMENTED       AZHD
 FS0590  HISTORY     - 1961     GOOD             NGS
 FS0590  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0590
 FS0590                          STATION DESCRIPTION
 FS0590
 FS0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0590'6 MI SSW FROM KINGMAN.
 FS0590'ABOUT 5.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0590'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0590'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 FS0590'OF A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 24 FEET
 FS0590'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT
 FS0590'BELOW THE LEVEL OF THE HIGHWAY.
 FS0590
 FS0590                          STATION RECOVERY (1981)
 FS0590
 FS0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0590'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0264 ***********************************************************************
 ES0264  DESIGNATION -  2856
 ES0264  PID         -  ES0264
 ES0264  STATE/COUNTY-  AZ/GILA
 ES0264  USGS QUAD   -  GISELA (1972)
 ES0264
 ES0264                         *CURRENT SURVEY CONTROL
 ES0264  ___________________________________________________________________
 ES0264* NAD 83(1986)-  34 01 01.     (N)    111 18 54.     (W)     SCALED    
 ES0264* NAVD 88     -       871.148  (meters)    2858.09   (feet)  ADJUSTED  
 ES0264  ___________________________________________________________________
 ES0264  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 ES0264  DYNAMIC HT  -         870.042 (meters)    2854.46  (feet)  COMP
 ES0264  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 ES0264
 ES0264  VERT ORDER  -  FIRST     CLASS II
 ES0264
 ES0264.The horizontal coordinates were scaled from a topographic map and have
 ES0264.an estimated accuracy of +/- 6 seconds.
 ES0264
 ES0264.The orthometric height was determined by differential leveling
 ES0264.and adjusted by the National Geodetic Survey in June 1991..
 ES0264
 ES0264.The geoid height was determined by GEOID03.
 ES0264
 ES0264.The dynamic height is computed by dividing the NAVD 88
 ES0264.geopotential number by the normal gravity value computed on the
 ES0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0264.degrees latitude (g = 980.6199 gals.).
 ES0264
 ES0264.The modeled gravity was interpolated from observed gravity values.
 ES0264
 ES0264;                    North         East    Units  Estimated Accuracy
 ES0264;SPC AZ E     -   335,130.      107,300.      MT  (+/- 180 meters Scaled)
 ES0264
 ES0264                          SUPERSEDED SURVEY CONTROL
 ES0264
 ES0264  NGVD 29 (??/??/92)  870.538  (m)         2856.09   (f) ADJ UNCH    1 2
 ES0264
 ES0264.Superseded values are not recommended for survey control.
 ES0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0264.See file dsdata.txt to determine how the superseded data were derived.
 ES0264
 ES0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709640(NAD 83)
 ES0264_MARKER: Q = CHISELED SQUARE
 ES0264_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0264_SP_SET: UNSPEC ROCK
 ES0264_STAMPING: U.S.G.S. 2856 1933
 ES0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0264
 ES0264  HISTORY     - Date     Condition        Report By
 ES0264  HISTORY     - 1933     MONUMENTED       USGS
 ES0264  HISTORY     - 1933     GOOD             NGS
 ES0264
 ES0264                          STATION DESCRIPTION
 ES0264
 ES0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0264'18.8 MI S FROM PAYSON.
 ES0264'18.8 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0264'OFFICE AT PAYSON, GILA COUNTY, 0.6 MILE NORTH OF THE FELTON SERVICE
 ES0264'STATION, 750 FEET NORTH OF A WOODEN BRIDGE, 36 FEET EAST OF THE
 ES0264'CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A ROCK.  A SQUARE,
 ES0264'PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0448 ***********************************************************************
 FS0448  DESIGNATION -  2860
 FS0448  PID         -  FS0448
 FS0448  STATE/COUNTY-  AZ/MOHAVE
 FS0448  USGS QUAD   -  GOLD BASIN (1989)
 FS0448
 FS0448                         *CURRENT SURVEY CONTROL
 FS0448  ___________________________________________________________________
 FS0448* NAD 83(1986)-  35 47 08.     (N)    114 08 00.     (W)     SCALED    
 FS0448* NAVD 88     -       872.688  (meters)    2863.14   (feet)  POSTED    
 FS0448  ___________________________________________________________________
 FS0448  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS0448  DYNAMIC HT  -         871.710 (meters)    2859.94  (feet)  COMP
 FS0448  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 FS0448
 FS0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0448
 FS0448.The horizontal coordinates were scaled from a topographic map and have
 FS0448.an estimated accuracy of +/- 6 seconds.
 FS0448
 FS0448.The orthometric height was determined by differential leveling
 FS0448.and adjusted by the National Geodetic Survey in 1992..
 FS0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0448.rate of 0.0 thru 1.0 mm/km.
 FS0448
 FS0448.The geoid height was determined by GEOID03.
 FS0448
 FS0448.The dynamic height is computed by dividing the NAVD 88
 FS0448.geopotential number by the normal gravity value computed on the
 FS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0448.degrees latitude (g = 980.6199 gals.).
 FS0448
 FS0448.The modeled gravity was interpolated from observed gravity values.
 FS0448
 FS0448;                    North         East    Units  Estimated Accuracy
 FS0448;SPC AZ W     -   530,810.      178,710.      MT  (+/- 180 meters Scaled)
 FS0448
 FS0448                          SUPERSEDED SURVEY CONTROL
 FS0448
 FS0448  NGVD 29 (??/??/92)  871.936  (m)         2860.68   (f) ADJ UNCH    1 1
 FS0448
 FS0448.Superseded values are not recommended for survey control.
 FS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0448.See file dsdata.txt to determine how the superseded data were derived.
 FS0448
 FS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV590639(NAD 83)
 FS0448_MARKER: DD = SURVEY DISK
 FS0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0448_STAMPING: B 2860 1920
 FS0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0448+STABILITY: SURFACE MOTION
 FS0448
 FS0448  HISTORY     - Date     Condition        Report By
 FS0448  HISTORY     - 1920     MONUMENTED       USGS
 FS0448  HISTORY     - 1950     GOOD             NGS
 FS0448
 FS0448                          STATION DESCRIPTION
 FS0448
 FS0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0448'27.1 MI S FROM PIERCES FERRY.
 FS0448'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0448'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0448'DIRT ROAD, AT THE INTERSECTION OF THE HACKBERRY-HUALPAI WASH
 FS0448'ROAD, 287 FEET SOUTH OF BM D 253, 39 FEET EAST OF THE CENTER LINE
 FS0448'OF AN OLD ABANDONED ROAD, 38 1/2 FEET NORTH OF THE CENTER LINE
 FS0448'OF THE HACKBERRY-HUALPAI WASH ROAD, 17 FEET WEST OF THE CENTER LINE
 FS0448'OF THE ROAD, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 FS0448'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0448'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0283 ***********************************************************************
 CG0283  DESIGNATION -  2872.64
 CG0283  PID         -  CG0283
 CG0283  STATE/COUNTY-  AZ/PIMA
 CG0283  USGS QUAD   -  GREEN VALLEY (1981)
 CG0283
 CG0283                         *CURRENT SURVEY CONTROL
 CG0283  ___________________________________________________________________
 CG0283* NAD 83(1986)-  31 52 18.     (N)    110 59 25.     (W)     SCALED    
 CG0283* NAVD 88     -       876.27   (+/-2cm)    2874.9    (feet)  VERTCON   
 CG0283  ___________________________________________________________________
 CG0283  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0283
 CG0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0283
 CG0283.The horizontal coordinates were scaled from a topographic map and have
 CG0283.an estimated accuracy of +/- 6 seconds.
 CG0283
 CG0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0283.The vertical order pertains to the NGVD 29 superseded value.
 CG0283
 CG0283.The geoid height was determined by GEOID03.
 CG0283
 CG0283;                    North         East    Units  Estimated Accuracy
 CG0283;SPC AZ C     -    97,010.      301,010.      MT  (+/- 180 meters Scaled)
 CG0283
 CG0283                          SUPERSEDED SURVEY CONTROL
 CG0283
 CG0283  NGVD 29 (??/??/92)  875.538  (m)         2872.49   (f) ADJ UNCH    2 0
 CG0283
 CG0283.Superseded values are not recommended for survey control.
 CG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0283.See file dsdata.txt to determine how the superseded data were derived.
 CG0283
 CG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA009262(NAD 83)
 CG0283_MARKER: DD = SURVEY DISK
 CG0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0283_SP_SET: BRIDGE
 CG0283_STAMPING: 2872.64 2160+694 1953
 CG0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0283
 CG0283  HISTORY     - Date     Condition        Report By
 CG0283  HISTORY     - 1953     MONUMENTED       AZHD
 CG0283  HISTORY     - 1959     GOOD             NGS
 CG0283  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0283
 CG0283                          STATION DESCRIPTION
 CG0283
 CG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0283'6.6 MI S FROM SAHUARITA.
 CG0283'6.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0283'SAHUARITA, 0.4 MILE SOUTH OF MILEPOST 42, 21 FEET WEST OF THE CENTER
 CG0283'OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 50
 CG0283'FOOT CONCRETE BRIDGE.
 CG0283
 CG0283                          STATION RECOVERY (1976)
 CG0283
 CG0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0677 ***********************************************************************
 FR0677  DESIGNATION -  2879
 FR0677  PID         -  FR0677
 FR0677  STATE/COUNTY-  AZ/MOHAVE
 FR0677  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0677
 FR0677                         *CURRENT SURVEY CONTROL
 FR0677  ___________________________________________________________________
 FR0677* NAD 83(1986)-  35 38 26.     (N)    113 55 57.     (W)     SCALED    
 FR0677* NAVD 88     -       878.692  (meters)    2882.84   (feet)  POSTED    
 FR0677  ___________________________________________________________________
 FR0677  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0677  DYNAMIC HT  -         877.690 (meters)    2879.55  (feet)  COMP
 FR0677  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 FR0677
 FR0677  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0677
 FR0677.The horizontal coordinates were scaled from a topographic map and have
 FR0677.an estimated accuracy of +/- 6 seconds.
 FR0677
 FR0677.The orthometric height was determined by differential leveling
 FR0677.and adjusted by the National Geodetic Survey in 1992..
 FR0677.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0677.rate of 1.1 thru 2.0 mm/km.
 FR0677
 FR0677.The geoid height was determined by GEOID03.
 FR0677
 FR0677.The dynamic height is computed by dividing the NAVD 88
 FR0677.geopotential number by the normal gravity value computed on the
 FR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0677.degrees latitude (g = 980.6199 gals.).
 FR0677
 FR0677.The modeled gravity was interpolated from observed gravity values.
 FR0677
 FR0677;                    North         East    Units  Estimated Accuracy
 FR0677;SPC AZ W     -   514,670.      196,830.      MT  (+/- 180 meters Scaled)
 FR0677
 FR0677                          SUPERSEDED SURVEY CONTROL
 FR0677
 FR0677  NGVD 29 (??/??/92)  877.940  (m)         2880.37   (f) ADJ UNCH    1 1
 FR0677
 FR0677.Superseded values are not recommended for survey control.
 FR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0677.See file dsdata.txt to determine how the superseded data were derived.
 FR0677
 FR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE344480(NAD 83)
 FR0677_MARKER: DD = SURVEY DISK
 FR0677_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0677_SP_SET: UNSPEC. ROCK
 FR0677_STAMPING: 2879 1920
 FR0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0677+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0677
 FR0677  HISTORY     - Date     Condition        Report By
 FR0677  HISTORY     - 1920     MONUMENTED       USGS
 FR0677  HISTORY     - 1940     GOOD             NGS
 FR0677  HISTORY     - 20050401 GOOD             NGS
 FR0677
 FR0677                          STATION DESCRIPTION
 FR0677
 FR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0677'22.4 MI N FROM HACKBERRY.
 FR0677'22.4 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0677'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, AT THE
 FR0677'BASE OF MUSIC MOUNTAIN, 270 FEET WEST OF THE ROCK FOUNDATION AT THE
 FR0677'SITE OF THE OLD MUSIC MOUNTAIN MILL, 62 FEET EAST OF THE INTERSECTION
 FR0677'OF THE ROAD LEADING TO THE MUSIC MOUNTAIN MINE, 60 FEET NORTH OF A
 FR0677'CATTLE GUARD, 37 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND IN
 FR0677'THE TOP OF A LARGE BLACK ROCK ABOUT 3.1 FEET HIGH.  A USGS STANDARD
 FR0677'DISK, STAMPED 2879 1920.
 FR0677
 FR0677                          STATION RECOVERY (2005)
 FR0677
 FR0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0500 ***********************************************************************
 CZ0500  DESIGNATION -  288+30
 CZ0500  PID         -  CZ0500
 CZ0500  STATE/COUNTY-  AZ/PIMA
 CZ0500  USGS QUAD   -  MARANA (1992)
 CZ0500
 CZ0500                         *CURRENT SURVEY CONTROL
 CZ0500  ___________________________________________________________________
 CZ0500* NAD 83(1986)-  32 26 50.     (N)    111 11 40.     (W)     SCALED    
 CZ0500* NAVD 88     -       611.500  (meters)    2006.23   (feet)  ADJUSTED  
 CZ0500  ___________________________________________________________________
 CZ0500  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0500  DYNAMIC HT  -         610.693 (meters)    2003.58  (feet)  COMP
 CZ0500  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 CZ0500
 CZ0500  VERT ORDER  -  FIRST     CLASS II
 CZ0500
 CZ0500.The horizontal coordinates were scaled from a topographic map and have
 CZ0500.an estimated accuracy of +/- 6 seconds.
 CZ0500
 CZ0500.The orthometric height was determined by differential leveling
 CZ0500.and adjusted by the National Geodetic Survey in June 1991..
 CZ0500
 CZ0500.The geoid height was determined by GEOID03.
 CZ0500
 CZ0500.The dynamic height is computed by dividing the NAVD 88
 CZ0500.geopotential number by the normal gravity value computed on the
 CZ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0500.degrees latitude (g = 980.6199 gals.).
 CZ0500
 CZ0500.The modeled gravity was interpolated from observed gravity values.
 CZ0500
 CZ0500;                    North         East    Units  Estimated Accuracy
 CZ0500;SPC AZ C     -   160,680.      281,270.      MT  (+/- 180 meters Scaled)
 CZ0500
 CZ0500                          SUPERSEDED SURVEY CONTROL
 CZ0500
 CZ0500  NGVD 29 (??/??/92)  610.922  (m)         2004.33   (f) ADJ UNCH    1 2
 CZ0500
 CZ0500.Superseded values are not recommended for survey control.
 CZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0500.See file dsdata.txt to determine how the superseded data were derived.
 CZ0500
 CZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA817900(NAD 83)
 CZ0500_MARKER: DD = SURVEY DISK
 CZ0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0500_SP_SET: CURB
 CZ0500_STAMPING: 288+30 2004.43
 CZ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0500+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0500
 CZ0500  HISTORY     - Date     Condition        Report By
 CZ0500  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0500  HISTORY     - 1951     GOOD             NGS
 CZ0500  HISTORY     - 1960     GOOD             NGS
 CZ0500  HISTORY     - 1980     GOOD             NGS
 CZ0500  HISTORY     - 20041216 GOOD             NGS
 CZ0500
 CZ0500                          STATION DESCRIPTION
 CZ0500
 CZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0500'1.1 MI SE FROM MARANA.
 CZ0500'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0500'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0500'963.43, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0500'CURBING OF THE HIGHWAY BRIDGE, 50.2 FEET NORTHWEST OF TELEGRAPH POLE
 CZ0500'NUMBER 11655, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0500'NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 CZ0500'THAN THE HIGHWAY.
 CZ0500
 CZ0500                          STATION RECOVERY (1960)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0500'RECOVERED IN GOOD CONDITION.
 CZ0500
 CZ0500                          STATION RECOVERY (1980)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0500'33.2 KILOMETERS (20.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0500'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.43,
 CZ0500'AT A 9-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0500'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0500'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 15.2 METERS
 CZ0500'(50 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 CZ0500'5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0500'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0500
 CZ0500                          STATION RECOVERY (2004)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0500'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0500'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0589 ***********************************************************************
 FS0589  DESIGNATION -  2883.11
 FS0589  PID         -  FS0589
 FS0589  STATE/COUNTY-  AZ/MOHAVE
 FS0589  USGS QUAD   -  KINGMAN (1980)
 FS0589
 FS0589                         *CURRENT SURVEY CONTROL
 FS0589  ___________________________________________________________________
 FS0589* NAD 83(1986)-  35 08 19.     (N)    114 06 01.     (W)     SCALED    
 FS0589* NAVD 88     -       879.577  (meters)    2885.75   (feet)  POSTED    
 FS0589  ___________________________________________________________________
 FS0589  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FS0589  DYNAMIC HT  -         878.560 (meters)    2882.41  (feet)  COMP
 FS0589  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 FS0589
 FS0589  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0589
 FS0589.The horizontal coordinates were scaled from a topographic map and have
 FS0589.an estimated accuracy of +/- 6 seconds.
 FS0589
 FS0589.The orthometric height was determined by differential leveling
 FS0589.and adjusted by the National Geodetic Survey in 1992..
 FS0589.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0589.rate of 1.1 thru 2.0 mm/km.
 FS0589
 FS0589.The geoid height was determined by GEOID03.
 FS0589
 FS0589.The dynamic height is computed by dividing the NAVD 88
 FS0589.geopotential number by the normal gravity value computed on the
 FS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0589.degrees latitude (g = 980.6199 gals.).
 FS0589
 FS0589.The modeled gravity was interpolated from observed gravity values.
 FS0589
 FS0589;                    North         East    Units  Estimated Accuracy
 FS0589;SPC AZ W     -   459,020.      181,440.      MT  (+/- 180 meters Scaled)
 FS0589
 FS0589                          SUPERSEDED SURVEY CONTROL
 FS0589
 FS0589  NGVD 29 (??/??/92)  878.816  (m)         2883.25   (f) ADJ UNCH    2 0
 FS0589
 FS0589.Superseded values are not recommended for survey control.
 FS0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0589.See file dsdata.txt to determine how the superseded data were derived.
 FS0589
 FS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU641922(NAD 83)
 FS0589_MARKER: DD = SURVEY DISK
 FS0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0589_SP_SET: CULVERT
 FS0589_STAMPING: 2883.11 2349X37 1951
 FS0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0589
 FS0589  HISTORY     - Date     Condition        Report By
 FS0589  HISTORY     - 1951     MONUMENTED       AZHD
 FS0589  HISTORY     - 1961     GOOD             NGS
 FS0589  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0589
 FS0589                          STATION DESCRIPTION
 FS0589
 FS0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0589'5.1 MI SSW FROM KINGMAN.
 FS0589'ABOUT 5.1 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0589'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0589'ABOUT 0.15 MILES SOUTHWEST OF A POWER LINE CROSSING, SET IN THE
 FS0589'TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF A 30
 FS0589'FOOT CONCRETE BOX CULVERT WITH 3 OPENINGS, 25 FEET SOUTHEAST OF
 FS0589'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1.5 FEET BELOW
 FS0589'THE LEVEL OF THE HIGHWAY.
 FS0589
 FS0589                          STATION RECOVERY (1981)
 FS0589
 FS0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0589'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0681 ***********************************************************************
 FR0681  DESIGNATION -  2886
 FR0681  PID         -  FR0681
 FR0681  STATE/COUNTY-  AZ/MOHAVE
 FR0681  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0681
 FR0681                         *CURRENT SURVEY CONTROL
 FR0681  ___________________________________________________________________
 FR0681* NAD 83(1986)-  35 39 58.     (N)    113 59 02.     (W)     SCALED    
 FR0681* NAVD 88     -       850.555  (meters)    2790.53   (feet)  POSTED    
 FR0681  ___________________________________________________________________
 FR0681  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FR0681  DYNAMIC HT  -         849.590 (meters)    2787.36  (feet)  COMP
 FR0681  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 FR0681
 FR0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0681
 FR0681.The horizontal coordinates were scaled from a topographic map and have
 FR0681.an estimated accuracy of +/- 6 seconds.
 FR0681
 FR0681.The orthometric height was determined by differential leveling
 FR0681.and adjusted by the National Geodetic Survey in 1992..
 FR0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0681.rate of 0.0 thru 1.0 mm/km.
 FR0681
 FR0681.The geoid height was determined by GEOID03.
 FR0681
 FR0681.The dynamic height is computed by dividing the NAVD 88
 FR0681.geopotential number by the normal gravity value computed on the
 FR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0681.degrees latitude (g = 980.6199 gals.).
 FR0681
 FR0681.The modeled gravity was interpolated from observed gravity values.
 FR0681
 FR0681;                    North         East    Units  Estimated Accuracy
 FR0681;SPC AZ W     -   517,510.      192,190.      MT  (+/- 180 meters Scaled)
 FR0681
 FR0681                          SUPERSEDED SURVEY CONTROL
 FR0681
 FR0681  NGVD 29 (??/??/92)  849.804  (m)         2788.07   (f) ADJ UNCH    1 1
 FR0681
 FR0681.Superseded values are not recommended for survey control.
 FR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0681.See file dsdata.txt to determine how the superseded data were derived.
 FR0681
 FR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE299510(NAD 83)
 FR0681_MARKER: DD = SURVEY DISK
 FR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0681_STAMPING: 2886 1920
 FR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0681+STABILITY: SURFACE MOTION
 FR0681
 FR0681  HISTORY     - Date     Condition        Report By
 FR0681  HISTORY     - 1920     MONUMENTED       USGS
 FR0681  HISTORY     - 1940     GOOD             NGS
 FR0681
 FR0681                          STATION DESCRIPTION
 FR0681
 FR0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0681'25.9 MI N FROM HACKBERRY.
 FR0681'25.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0681'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 3.5 MILES
 FR0681'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 2.6 MILES NORTHWEST OF THE
 FR0681'JUNCTION OF THE NEW ROAD, 1.4 MILES SOUTHEAST OF A RESERVOIR, 70 FEET
 FR0681'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET NORTH OF A WHITE
 FR0681'WOODEN WITNESS POST.  A USGS STANDARD DISK, STAMPED 2886 1920 AND SET
 FR0681'IN A CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0599 ***********************************************************************
 ET0599  DESIGNATION -  2897.22
 ET0599  PID         -  ET0599
 ET0599  STATE/COUNTY-  AZ/YAVAPAI
 ET0599  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0599
 ET0599                         *CURRENT SURVEY CONTROL
 ET0599  ___________________________________________________________________
 ET0599* NAD 83(1986)-  34 32 07.     (N)    113 19 53.     (W)     SCALED    
 ET0599* NAVD 88     -       883.72   (+/-2cm)    2899.3    (feet)  VERTCON   
 ET0599  ___________________________________________________________________
 ET0599  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0599
 ET0599  VERT ORDER  -  ? (See Below)
 ET0599
 ET0599.The horizontal coordinates were scaled from a topographic map and have
 ET0599.an estimated accuracy of +/- 6 seconds.
 ET0599
 ET0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0599.The vertical order pertains to the NGVD 29 superseded value.
 ET0599
 ET0599.The geoid height was determined by GEOID03.
 ET0599
 ET0599;                    North         East    Units  Estimated Accuracy
 ET0599;SPC AZ C     -   392,930.       83,500.      MT  (+/- 180 meters Scaled)
 ET0599
 ET0599                          SUPERSEDED SURVEY CONTROL
 ET0599
 ET0599  NGVD 29 (??/??/92)  882.966  (m)         2896.86   (f) ADJ UNCH    ?  
 ET0599
 ET0599.Superseded values are not recommended for survey control.
 ET0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0599.See file dsdata.txt to determine how the superseded data were derived.
 ET0599
 ET0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD860239(NAD 83)
 ET0599_MARKER: Q = CHISELED SQUARE
 ET0599_SETTING: 80 = SET IN A BOULDER
 ET0599_SP_SET: BOULDER
 ET0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0599+STABILITY: SURFACE MOTION
 ET0599
 ET0599  HISTORY     - Date     Condition        Report By
 ET0599  HISTORY     - UNK      MONUMENTED       USGS
 ET0599  HISTORY     - 1950     GOOD             NGS
 ET0599
 ET0599                          STATION DESCRIPTION
 ET0599
 ET0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0599'24.9 MI W FROM BAGDAD.
 ET0599'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0599'AT BAGDAD, THENCE 18.1 MILES WEST ALONG A COUNTY DIRT ROAD, 106 FEET
 ET0599'NORTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST,
 ET0599'ON THE TOP OF A SMALL SURFACE BOULDER, 8 1/2 FEET EAST OF THE CENTER
 ET0599'LINE OF THE ROAD, 6 1/2 FEET SOUTHWEST OF A SMALL YUCCA TREE, 6 1/2
 ET0599'FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH, ABOUT 2 FEET
 ET0599'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0599'NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1605 ***********************************************************************
 DV1605  DESIGNATION -  29 A
 DV1605  PID         -  DV1605
 DV1605  STATE/COUNTY-  AZ/LA PAZ
 DV1605  USGS QUAD   -  HOPE SE (1990)
 DV1605
 DV1605                         *CURRENT SURVEY CONTROL
 DV1605  ___________________________________________________________________
 DV1605* NAD 83(1986)-  33 35 36.     (N)    113 31 02.     (W)     SCALED    
 DV1605* NAVD 88     -       432.62   (+/-2cm)    1419.4    (feet)  VERTCON   
 DV1605  ___________________________________________________________________
 DV1605  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1605
 DV1605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1605
 DV1605.The horizontal coordinates were scaled from a topographic map and have
 DV1605.an estimated accuracy of +/- 6 seconds.
 DV1605
 DV1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1605.The vertical order pertains to the NGVD 29 superseded value.
 DV1605
 DV1605.The geoid height was determined by GEOID03.
 DV1605
 DV1605;                    North         East    Units  Estimated Accuracy
 DV1605;SPC AZ W     -   287,590.      234,970.      MT  (+/- 180 meters Scaled)
 DV1605
 DV1605                          SUPERSEDED SURVEY CONTROL
 DV1605
 DV1605  NGVD 29 (??/??/92)  431.933  (m)         1417.10   (f) ADJ UNCH    2 0
 DV1605
 DV1605.Superseded values are not recommended for survey control.
 DV1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1605.See file dsdata.txt to determine how the superseded data were derived.
 DV1605
 DV1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC664199(NAD 83)
 DV1605_MARKER: DD = SURVEY DISK
 DV1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1605_STAMPING: 29 A 1962
 DV1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1605+STABILITY: SURFACE MOTION
 DV1605
 DV1605  HISTORY     - Date     Condition        Report By
 DV1605  HISTORY     - 1962     MONUMENTED       AZHD
 DV1605  HISTORY     - 19870204 GOOD             USGS
 DV1605
 DV1605                          STATION DESCRIPTION
 DV1605
 DV1605'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1605'17.9 MI SE FROM SALOME.
 DV1605'0.5 MILE EAST-SOUTHEAST OF Z 396 29, AN ARIZONA HIGHWAY DEPARTMENT
 DV1605'DISK STAMPED 29 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1605'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1605'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1605'VEPCO POLE LD35, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 DV1605'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DV1605'GROUND.
 DV1605
 DV1605                          STATION RECOVERY (1987)
 DV1605
 DV1605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0819 ***********************************************************************
 FQ0819  DESIGNATION -  29 BKC
 FQ0819  PID         -  FQ0819
 FQ0819  STATE/COUNTY-  AZ/COCONINO
 FQ0819  USGS QUAD   -  WUPATKI SE (1969)
 FQ0819
 FQ0819                         *CURRENT SURVEY CONTROL
 FQ0819  ___________________________________________________________________
 FQ0819* NAD 83(1986)-  35 31 35.     (N)    111 21 14.     (W)     SCALED    
 FQ0819* NAVD 88     -      1447.792  (meters)    4749.96   (feet)  POSTED    
 FQ0819  ___________________________________________________________________
 FQ0819  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0819  DYNAMIC HT  -        1445.950 (meters)    4743.92  (feet)  COMP
 FQ0819  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 FQ0819
 FQ0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0819
 FQ0819.The horizontal coordinates were scaled from a topographic map and have
 FQ0819.an estimated accuracy of +/- 6 seconds.
 FQ0819
 FQ0819.The orthometric height was determined by differential leveling
 FQ0819.and adjusted by the National Geodetic Survey in 1992..
 FQ0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0819.rate of 0.0 thru 1.0 mm/km.
 FQ0819
 FQ0819.The geoid height was determined by GEOID03.
 FQ0819
 FQ0819.The dynamic height is computed by dividing the NAVD 88
 FQ0819.geopotential number by the normal gravity value computed on the
 FQ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0819.degrees latitude (g = 980.6199 gals.).
 FQ0819
 FQ0819.The modeled gravity was interpolated from observed gravity values.
 FQ0819
 FQ0819;                    North         East    Units  Estimated Accuracy
 FQ0819;SPC AZ C     -   502,110.      264,400.      MT  (+/- 180 meters Scaled)
 FQ0819
 FQ0819                          SUPERSEDED SURVEY CONTROL
 FQ0819
 FQ0819.No superseded survey control is available for this station.
 FQ0819
 FQ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE679314(NAD 83)
 FQ0819_MARKER: DB = BENCH MARK DISK
 FQ0819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0819_SP_SET: COPPER-CLAD STEEL ROD
 FQ0819_STAMPING: 29 BKC 1968
 FQ0819_MARK LOGO: USGS  
 FQ0819_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0819+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0819
 FQ0819  HISTORY     - Date     Condition        Report By
 FQ0819  HISTORY     - 1968     MONUMENTED       USGS
 FQ0819
 FQ0819                          STATION DESCRIPTION
 FQ0819
 FQ0819'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0819'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0819'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0819'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0819'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0819'1 MILE NORTHEAST ALONG A DIRT ROAD, 88 FEET SOUTH OF THE ROAD, 10
 FQ0819'FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0819'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1253 ***********************************************************************
 DA1253  DESIGNATION -  29 GWM
 DA1253  PID         -  DA1253
 DA1253  STATE/COUNTY-  AZ/MARICOPA
 DA1253  USGS QUAD   -  OKIE WELL (1990)
 DA1253
 DA1253                         *CURRENT SURVEY CONTROL
 DA1253  ___________________________________________________________________
 DA1253* NAD 83(1992)-  32 34 10.07787(N)    113 13 43.11852(W)     ADJUSTED  
 DA1253* NAVD 88     -       235.98   (+/-2cm)     774.2    (feet)  VERTCON   
 DA1253  ___________________________________________________________________
 DA1253  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DA1253  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DA1253
 DA1253  HORZ ORDER  -  THIRD
 DA1253  VERT ORDER  -  THIRD ? (See Below)
 DA1253
 DA1253.The horizontal coordinates were established by classical geodetic methods
 DA1253.and adjusted by the National Geodetic Survey in August 1993..
 DA1253
 DA1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1253.The vertical order pertains to the NGVD 29 superseded value.
 DA1253
 DA1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1253
 DA1253.The geoid height was determined by GEOID03.
 DA1253
 DA1253;                    North         East     Units Scale Factor Converg.
 DA1253;SPC AZ C     -   174,769.190    90,167.244   MT  1.00008709   -0 42 22.9
 DA1253;SPC AZ C     -   573,389.73    295,824.29   iFT  1.00008709   -0 42 22.9
 DA1253;UTM  12      - 3,605,750.663   290,781.766   MT  1.00013979   -1 12 00.6
 DA1253
 DA1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1253!SPC AZ C     -   0.99996800  x   1.00008709  =   1.00005508
 DA1253!UTM  12      -   0.99996800  x   1.00013979  =   1.00010778
 DA1253
 DA1253:                Primary Azimuth Mark                     Grid Az
 DA1253:SPC AZ C     -  COPA                                     244 18 15.4
 DA1253:UTM  12      -  COPA                                     244 47 53.1
 DA1253
 DA1253|---------------------------------------------------------------------|
 DA1253| PID    Reference Object                     Distance      Geod. Az  |
 DA1253|                                                           dddmmss.s |
 DA1253| DA1272 COPA                                APPROX. 7.2 KM 2433552.5 |
 DA1253|---------------------------------------------------------------------|
 DA1253
 DA1253                          SUPERSEDED SURVEY CONTROL
 DA1253
 DA1253  NAD 83(1986)-  32 34 10.05882(N)    113 13 43.12378(W) AD(       ) 3
 DA1253  NGVD 29 (06/20/88)  235.36   (m)          772.2    (f) LEVELING    3  
 DA1253
 DA1253.Superseded values are not recommended for survey control.
 DA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1253.See file dsdata.txt to determine how the superseded data were derived.
 DA1253
 DA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9078205751(NAD 83)
 DA1253_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1253_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1253
 DA1253  HISTORY     - Date     Condition        Report By
 DA1253  HISTORY     - UNK      MONUMENTED
 DA1253  HISTORY     - 1962     GOOD             USGS
 DA1253
 DA1253                          STATION DESCRIPTION
 DA1253
 DA1253'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1253'DESCRIBED IN USGS LEVEL LINE AS FOLLOWS.
 DA1253'
 DA1253'TEN MILE BRIDGE, 22.4 MI W. OF.  56 FT N. OF RD.
 DA1253'
 DA1253'STATION MARK--STANDARD BM TABLET STAMPED---29 GWM 1948 772---, IN
 DA1253'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1028 ***********************************************************************
 ET1028  DESIGNATION -  29 HLS
 ET1028  PID         -  ET1028
 ET1028  STATE/COUNTY-  AZ/YAVAPAI
 ET1028  USGS QUAD   -  MALPAIS MESA (1967)
 ET1028
 ET1028                         *CURRENT SURVEY CONTROL
 ET1028  ___________________________________________________________________
 ET1028* NAD 83(1992)-  34 16 35.96764(N)    113 05 58.15996(W)     ADJUSTED  
 ET1028* NAVD 88     -       841.82   (+/-2cm)    2761.9    (feet)  VERTCON   
 ET1028  ___________________________________________________________________
 ET1028  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 ET1028  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET1028
 ET1028  HORZ ORDER  -  SECOND
 ET1028  VERT ORDER  -  THIRD ? (See Below)
 ET1028
 ET1028.The horizontal coordinates were established by classical geodetic methods
 ET1028.and adjusted by the National Geodetic Survey in August 1993..
 ET1028
 ET1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1028.The vertical order pertains to the NGVD 29 superseded value.
 ET1028
 ET1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1028
 ET1028.The geoid height was determined by GEOID03.
 ET1028
 ET1028;                    North         East     Units Scale Factor Converg.
 ET1028;SPC AZ C     -   363,972.188   104,448.796   MT  1.00004617   -0 39 58.4
 ET1028;SPC AZ C     - 1,194,134.48    342,679.78   iFT  1.00004617   -0 39 58.4
 ET1028;SPC AZ W     -   363,542.621   273,258.281   MT  0.99997754   +0 21 58.9
 ET1028;SPC AZ W     - 1,192,725.13    896,516.67   iFT  0.99997754   +0 21 58.9
 ET1028;UTM  12      - 3,794,826.692   306,731.622   MT  1.00006045   -1 10 58.0
 ET1028
 ET1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1028!SPC AZ C     -   0.99987244  x   1.00004617  =   0.99991861
 ET1028!SPC AZ W     -   0.99987244  x   0.99997754  =   0.99984999
 ET1028!UTM  12      -   0.99987244  x   1.00006045  =   0.99993289
 ET1028
 ET1028:                Primary Azimuth Mark                     Grid Az
 ET1028:SPC AZ C     -  BLACKIE                                  186 44 05.1
 ET1028:SPC AZ W     -  BLACKIE                                  185 42 07.8
 ET1028:UTM  12      -  BLACKIE                                  187 15 04.7
 ET1028
 ET1028|---------------------------------------------------------------------|
 ET1028| PID    Reference Object                     Distance      Geod. Az  |
 ET1028|                                                           dddmmss.s |
 ET1028| ET1034 BLACKIE                             APPROX.10.0 KM 1860406.7 |
 ET1028| CH2765 29 HLS RM 1                          12.237 METERS 20320     |
 ET1028| CH2766 29 HLS RM 2                          13.985 METERS 29538     |
 ET1028|---------------------------------------------------------------------|
 ET1028
 ET1028                          SUPERSEDED SURVEY CONTROL
 ET1028
 ET1028  NAD 83(1986)-  34 16 35.96721(N)    113 05 58.16444(W) AD(       ) 2
 ET1028  NAD 27      -  34 16 35.89179(N)    113 05 55.47266(W) AD(       ) 2
 ET1028  NGVD 29 (07/19/86)  841.08   (m)         2759.4    (f) LEVELING    3  
 ET1028
 ET1028.Superseded values are not recommended for survey control.
 ET1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1028.See file dsdata.txt to determine how the superseded data were derived.
 ET1028
 ET1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0673294827(NAD 83)
 ET1028_MARKER: DB = BENCH MARK DISK
 ET1028_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET1028+WITH SETTING: INFORMATION.
 ET1028_SP_SET: PREFABRICATED CONCRETE POST
 ET1028
 ET1028  HISTORY     - Date     Condition        Report By
 ET1028  HISTORY     - 1966     MONUMENTED       USGS
 ET1028  HISTORY     - 1967     GOOD             USGS
 ET1028  HISTORY     - 1980     GOOD             AZDT
 ET1028
 ET1028                          STATION DESCRIPTION
 ET1028
 ET1028'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LCS)
 ET1028'DESCRIBED IN LEVEL LINE BY H. L. STEPHENS, 1966, PV 678 AS
 ET1028'FOLLOWS--
 ET1028'
 ET1028'CONGRESS JUNCTION POST OFFICE, 6 MI. SW. OF, THENCE 14.1 MI. NW.
 ET1028'ALONG HIGHWAY 93.  0.1 MI. NW. OF MILEPOST 169, APPROXIMATELY 0.3
 ET1028'MI. DUE N. OF RANCH HOUSE OF THE BAR D4 RANCH, 63 FT. W. OF RD.,
 ET1028'37 FT. W. OF A FENCE, 4 FT. E. OF WITNESS POST, 5 FT. HIGHER THAN
 ET1028'RD..  SET ON COPPER-COATED ROD AND ENCLOSED BY BLACK SOIL PIPE.
 ET1028'STANDARD TABLET STAMPED 29 HLS 1966.
 ET1028'
 ET1028'STATION MARK--STANDARD USGS TABLET STAMPED 29 HLS 1966 SET ON
 ET1028'COPPER-COATED ROD ENCASED IN BLACK SOIL PIPE.
 ET1028'
 ET1028'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1967
 ET1028'SET IN CONCRETE.
 ET1028'
 ET1028'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1967 SET
 ET1028'IN CONCRETE.
 ET1028
 ET1028                          STATION RECOVERY (1980)
 ET1028
 ET1028'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1028'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1028'DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION AND
 ET1028'THE ROUTE TO THE STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0791 ***********************************************************************
 FQ0791  DESIGNATION -  29 HLS
 FQ0791  PID         -  FQ0791
 FQ0791  STATE/COUNTY-  AZ/NAVAJO
 FQ0791  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0791
 FQ0791                         *CURRENT SURVEY CONTROL
 FQ0791  ___________________________________________________________________
 FQ0791* NAD 83(1986)-  35 09 48.     (N)    110 04 51.     (W)     SCALED    
 FQ0791* NAVD 88     -      1663.790  (meters)    5458.62   (feet)  ADJUSTED  
 FQ0791  ___________________________________________________________________
 FQ0791  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0791  DYNAMIC HT  -        1661.546 (meters)    5451.26  (feet)  COMP
 FQ0791  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 FQ0791
 FQ0791  VERT ORDER  -  SECOND    CLASS 0
 FQ0791
 FQ0791.The horizontal coordinates were scaled from a topographic map and have
 FQ0791.an estimated accuracy of +/- 6 seconds.
 FQ0791
 FQ0791.The orthometric height was determined by differential leveling
 FQ0791.and adjusted by the National Geodetic Survey in June 1991..
 FQ0791
 FQ0791.The geoid height was determined by GEOID03.
 FQ0791
 FQ0791.The dynamic height is computed by dividing the NAVD 88
 FQ0791.geopotential number by the normal gravity value computed on the
 FQ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0791.degrees latitude (g = 980.6199 gals.).
 FQ0791
 FQ0791.The modeled gravity was interpolated from observed gravity values.
 FQ0791
 FQ0791;                    North         East    Units  Estimated Accuracy
 FQ0791;SPC AZ E     -   461,700.      221,180.      MT  (+/- 180 meters Scaled)
 FQ0791
 FQ0791                          SUPERSEDED SURVEY CONTROL
 FQ0791
 FQ0791.No superseded survey control is available for this station.
 FQ0791
 FQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD837915(NAD 83)
 FQ0791_MARKER: DB = BENCH MARK DISK
 FQ0791_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0791_SP_SET: COPPER-CLAD STEEL ROD
 FQ0791_STAMPING: 29 HLS 1970 5456
 FQ0791_MARK LOGO: USGS  
 FQ0791_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0791+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1972
 FQ0791
 FQ0791  HISTORY     - Date     Condition        Report By
 FQ0791  HISTORY     - 1970     MONUMENTED       USGS
 FQ0791  HISTORY     - 19720428 GOOD             USGS
 FQ0791
 FQ0791                          STATION DESCRIPTION
 FQ0791
 FQ0791'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0791'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0791'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0791'HIGHWAY 77, 0.5 MILES SOUTH OF THE NAVAJO RESERVATION BOUNDARY, 47
 FQ0791'FEET SOUTH OF THE CENTERLINE OF THE ROAD WEST, 47 FEET WEST OF THE
 FQ0791'CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF A TRANSMISSION LINE
 FQ0791'CROSSING, 1 FOOT EAST OF A WITNESS POST.
 FQ0791
 FQ0791                          STATION RECOVERY (1972)
 FQ0791
 FQ0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0481 ***********************************************************************
 FS0481  DESIGNATION -  29 L
 FS0481  PID         -  FS0481
 FS0481  STATE/COUNTY-  AZ/MOHAVE
 FS0481  USGS QUAD   -  MT TIPTON NW (1980)
 FS0481
 FS0481                         *CURRENT SURVEY CONTROL
 FS0481  ___________________________________________________________________
 FS0481* NAD 83(1986)-  35 42 19.     (N)    114 10 08.     (W)     SCALED    
 FS0481* NAVD 88     -       963.243  (meters)    3160.24   (feet)  POSTED    
 FS0481  ___________________________________________________________________
 FS0481  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FS0481  DYNAMIC HT  -         962.160 (meters)    3156.69  (feet)  COMP
 FS0481  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 FS0481
 FS0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0481
 FS0481.The horizontal coordinates were scaled from a topographic map and have
 FS0481.an estimated accuracy of +/- 6 seconds.
 FS0481
 FS0481.The orthometric height was determined by differential leveling
 FS0481.and adjusted by the National Geodetic Survey in 1992..
 FS0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0481.rate of 0.0 thru 1.0 mm/km.
 FS0481
 FS0481.The geoid height was determined by GEOID03.
 FS0481
 FS0481.The dynamic height is computed by dividing the NAVD 88
 FS0481.geopotential number by the normal gravity value computed on the
 FS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0481.degrees latitude (g = 980.6199 gals.).
 FS0481
 FS0481.The modeled gravity was interpolated from observed gravity values.
 FS0481
 FS0481;                    North         East    Units  Estimated Accuracy
 FS0481;SPC AZ W     -   521,910.      175,450.      MT  (+/- 180 meters Scaled)
 FS0481
 FS0481                          SUPERSEDED SURVEY CONTROL
 FS0481
 FS0481  NGVD 29 (??/??/92)  962.485  (m)         3157.75   (f) ADJ UNCH    1 1
 FS0481
 FS0481.Superseded values are not recommended for survey control.
 FS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0481.See file dsdata.txt to determine how the superseded data were derived.
 FS0481
 FS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV561549(NAD 83)
 FS0481_MARKER: DD = SURVEY DISK
 FS0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0481_STAMPING: 29 L 1938
 FS0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0481+STABILITY: SURFACE MOTION
 FS0481
 FS0481  HISTORY     - Date     Condition        Report By
 FS0481  HISTORY     - 1938     MONUMENTED       USGS
 FS0481  HISTORY     - 1950     GOOD             NGS
 FS0481
 FS0481                          STATION DESCRIPTION
 FS0481
 FS0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0481'27.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0481'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0481'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 16.5 MILES
 FS0481'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.35 MILE
 FS0481'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING TO THE CYCLOPIC
 FS0481'AND FRY MINES, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 FS0481'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FS0481'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0289 ***********************************************************************
 CG0289  DESIGNATION -  2908.57
 CG0289  PID         -  CG0289
 CG0289  STATE/COUNTY-  AZ/PIMA
 CG0289  USGS QUAD   -  GREEN VALLEY (1981)
 CG0289
 CG0289                         *CURRENT SURVEY CONTROL
 CG0289  ___________________________________________________________________
 CG0289* NAD 83(1986)-  31 50 27.     (N)    110 59 52.     (W)     SCALED    
 CG0289* NAVD 88     -       887.23   (+/-2cm)    2910.9    (feet)  VERTCON   
 CG0289  ___________________________________________________________________
 CG0289  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0289
 CG0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0289
 CG0289.The horizontal coordinates were scaled from a topographic map and have
 CG0289.an estimated accuracy of +/- 6 seconds.
 CG0289
 CG0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0289.The vertical order pertains to the NGVD 29 superseded value.
 CG0289
 CG0289.The geoid height was determined by GEOID03.
 CG0289
 CG0289;                    North         East    Units  Estimated Accuracy
 CG0289;SPC AZ C     -    93,590.      300,330.      MT  (+/- 180 meters Scaled)
 CG0289
 CG0289                          SUPERSEDED SURVEY CONTROL
 CG0289
 CG0289  NGVD 29 (??/??/92)  886.483  (m)         2908.40   (f) ADJ UNCH    2 0
 CG0289
 CG0289.Superseded values are not recommended for survey control.
 CG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0289.See file dsdata.txt to determine how the superseded data were derived.
 CG0289
 CG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA002227(NAD 83)
 CG0289_MARKER: DD = SURVEY DISK
 CG0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0289_SP_SET: CULVERT
 CG0289_STAMPING: 2908.57
 CG0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0289
 CG0289  HISTORY     - Date     Condition        Report By
 CG0289  HISTORY     - UNK      MONUMENTED       AZHD
 CG0289  HISTORY     - 1954     GOOD             NGS
 CG0289  HISTORY     - 1959     GOOD             NGS
 CG0289  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0289
 CG0289                          STATION DESCRIPTION
 CG0289
 CG0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0289'1.8 MI SW FROM CONTINENTAL.
 CG0289'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0289'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY
 CG0289'89, AT THE T JUNCTION OF A GRAVELED ROAD LEADING WEST TO TWIN BUTTES,
 CG0289'AT AN L-SHAPED CONCRETE CULVERT, IN THE TOP OF THE APPROXIMATE DENTER
 CG0289'OF THE SOUTHWEST CONCRETE HEAD WALL, 66.5 FEET NORTHWEST OF THE CENTER
 CG0289'LINE OF THE HIGHWAY, 18 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CG0289'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 CG0289
 CG0289                          STATION RECOVERY (1959)
 CG0289
 CG0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0289'RECOVERED IN GOOD CONDITION.
 CG0289
 CG0289                          STATION RECOVERY (1979)
 CG0289
 CG0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0858 ***********************************************************************
 CG0858  DESIGNATION -  2909.94
 CG0858  PID         -  CG0858
 CG0858  STATE/COUNTY-  AZ/PIMA
 CG0858  USGS QUAD   -  GREEN VALLEY (1981)
 CG0858
 CG0858                         *CURRENT SURVEY CONTROL
 CG0858  ___________________________________________________________________
 CG0858* NAD 83(1986)-  31 50 24.     (N)    110 59 54.     (W)     SCALED    
 CG0858* NAVD 88     -       887.704  (meters)    2912.41   (feet)  ADJUSTED  
 CG0858  ___________________________________________________________________
 CG0858  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0858  DYNAMIC HT  -         886.414 (meters)    2908.18  (feet)  COMP
 CG0858  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 CG0858
 CG0858  VERT ORDER  -  FIRST     CLASS II
 CG0858
 CG0858.The horizontal coordinates were scaled from a topographic map and have
 CG0858.an estimated accuracy of +/- 6 seconds.
 CG0858
 CG0858.The orthometric height was determined by differential leveling
 CG0858.and adjusted by the National Geodetic Survey in June 1991..
 CG0858
 CG0858.The geoid height was determined by GEOID03.
 CG0858
 CG0858.The dynamic height is computed by dividing the NAVD 88
 CG0858.geopotential number by the normal gravity value computed on the
 CG0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0858.degrees latitude (g = 980.6199 gals.).
 CG0858
 CG0858.The modeled gravity was interpolated from observed gravity values.
 CG0858
 CG0858;                    North         East    Units  Estimated Accuracy
 CG0858;SPC AZ C     -    93,500.      300,280.      MT  (+/- 180 meters Scaled)
 CG0858
 CG0858                          SUPERSEDED SURVEY CONTROL
 CG0858
 CG0858.No superseded survey control is available for this station.
 CG0858
 CG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA001227(NAD 83)
 CG0858_MARKER: DB = BENCH MARK DISK
 CG0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0858_SP_SET: HEADWALL
 CG0858_STAMPING: ELEV.. 2909.94 76
 CG0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0858+STABILITY: SURFACE MOTION
 CG0858
 CG0858  HISTORY     - Date     Condition        Report By
 CG0858  HISTORY     - 1976     MONUMENTED       AZDT
 CG0858  HISTORY     - 1980     GOOD             NGS
 CG0858  HISTORY     - 20020414 GOOD             USPSQD
 CG0858
 CG0858                          STATION DESCRIPTION
 CG0858
 CG0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0858'1.4 KM SOUTH FROM CONTINENTAL.
 CG0858'1.4 KILOMETERS (0.9 MILE) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0858'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, 0.2 KILOMETER
 CG0858'(0.1 MILE) NORTH OF KILOMETER POST 62, AT A 1.8 BY 1.5 METER
 CG0858'(5X6 FEET) BOX CULVERT UNDER THE WEST FRONTAGE ROAD, IN THE TOP
 CG0858'AND CENTER OF THE WEST HEADWALL, 8.4 METERS (27.6 FEET) WEST OF
 CG0858'THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0858'THE MARK IS 2.0 M BELOW THE FRONTAGE RAOD..
 CG0858
 CG0858                          STATION RECOVERY (2002)
 CG0858
 CG0858'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0543 ***********************************************************************
 CG0543  DESIGNATION -  2913.44
 CG0543  PID         -  CG0543
 CG0543  STATE/COUNTY-  AZ/PIMA
 CG0543  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0543
 CG0543                         *CURRENT SURVEY CONTROL
 CG0543  ___________________________________________________________________
 CG0543* NAD 83(1986)-  31 49 31.     (N)    111 00 11.     (W)     SCALED    
 CG0543* NAVD 88     -       888.72   (+/-2cm)    2915.7    (feet)  VERTCON   
 CG0543  ___________________________________________________________________
 CG0543  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0543
 CG0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0543
 CG0543.The horizontal coordinates were scaled from a topographic map and have
 CG0543.an estimated accuracy of +/- 6 seconds.
 CG0543
 CG0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0543.The vertical order pertains to the NGVD 29 superseded value.
 CG0543
 CG0543.The geoid height was determined by GEOID03.
 CG0543
 CG0543;                    North         East    Units  Estimated Accuracy
 CG0543;SPC AZ C     -    91,860.      299,850.      MT  (+/- 180 meters Scaled)
 CG0543
 CG0543                          SUPERSEDED SURVEY CONTROL
 CG0543
 CG0543  NGVD 29 (??/??/92)  887.961  (m)         2913.25   (f) ADJ UNCH    2 0
 CG0543
 CG0543.Superseded values are not recommended for survey control.
 CG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0543.See file dsdata.txt to determine how the superseded data were derived.
 CG0543
 CG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA997210(NAD 83)
 CG0543_MARKER: DD = SURVEY DISK
 CG0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0543_SP_SET: BRIDGE
 CG0543_STAMPING: 2913.44 1995X9496 1953
 CG0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0543
 CG0543  HISTORY     - Date     Condition        Report By
 CG0543  HISTORY     - 1953     MONUMENTED       AZHD
 CG0543  HISTORY     - 1959     GOOD             NGS
 CG0543  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0543  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0543
 CG0543                          STATION DESCRIPTION
 CG0543
 CG0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0543'8.15 MI N FROM AMADO.
 CG0543'8.15 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0543'0.1 MILE NORTH OF MILEPOST 38, 23 FEET WEST OF THE CENTER OF THE
 CG0543'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0543'BRIDGE.
 CG0543
 CG0543                          STATION RECOVERY (1976)
 CG0543
 CG0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0543'MARK NOT FOUND.
 CG0543
 CG0543                          STATION RECOVERY (1980)
 CG0543
 CG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0543'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSATE
 CG0543'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0698 ***********************************************************************
 CG0698  DESIGNATION -  2914.7
 CG0698  PID         -  CG0698
 CG0698  STATE/COUNTY-  AZ/PIMA
 CG0698  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0698
 CG0698                         *CURRENT SURVEY CONTROL
 CG0698  ___________________________________________________________________
 CG0698* NAD 83(1986)-  31 34 58.     (N)    111 41 22.     (W)     SCALED    
 CG0698* NAVD 88     -       889.01   (+/-2cm)    2916.7    (feet)  VERTCON   
 CG0698  ___________________________________________________________________
 CG0698  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0698
 CG0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0698
 CG0698.The horizontal coordinates were scaled from a topographic map and have
 CG0698.an estimated accuracy of +/- 6 seconds.
 CG0698
 CG0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0698.The vertical order pertains to the NGVD 29 superseded value.
 CG0698
 CG0698.The geoid height was determined by GEOID03.
 CG0698
 CG0698;                    North         East    Units  Estimated Accuracy
 CG0698;SPC AZ C     -    64,630.      234,930.      MT  (+/- 180 meters Scaled)
 CG0698
 CG0698                          SUPERSEDED SURVEY CONTROL
 CG0698
 CG0698  NGVD 29 (??/??/92)  888.244  (m)         2914.18   (f) ADJ UNCH    2 0
 CG0698
 CG0698.Superseded values are not recommended for survey control.
 CG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0698.See file dsdata.txt to determine how the superseded data were derived.
 CG0698
 CG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV345943(NAD 83)
 CG0698_MARKER: Q = CHISELED SQUARE
 CG0698_SETTING: 80 = SET IN A BOULDER
 CG0698_SP_SET: BOULDER
 CG0698_STAMPING: 2914.7
 CG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0698+STABILITY: SURFACE MOTION
 CG0698
 CG0698  HISTORY     - Date     Condition        Report By
 CG0698  HISTORY     - UNK      MONUMENTED       USGS
 CG0698  HISTORY     - 1952     GOOD             NGS
 CG0698
 CG0698                          STATION DESCRIPTION
 CG0698
 CG0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0698'8.15 MI SE FROM SAN MIGUEL.
 CG0698'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0698'MIGUEL, THENCE 3.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0698'214.6 FEET SOUTHEAST ACROSS THE MAIN ROAD FROM B.M. R 306, 72 FEET
 CG0698'EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH OF THE CENTER
 CG0698'OF THE WASH, ABOUT 1 1/2 FOOT HIGHER THAN THE ROAD, A CHISELED SQUARE
 CG0698'CUT IN THE TOP OF A BOULDER, AND A METAL TAG ON A STAKE STAMPED
 CG0698'2914.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0437 ***********************************************************************
 CY0437  DESIGNATION -  2923+00
 CY0437  PID         -  CY0437
 CY0437  STATE/COUNTY-  AZ/COCHISE
 CY0437  USGS QUAD   -  LUZENA (1979)
 CY0437
 CY0437                         *CURRENT SURVEY CONTROL
 CY0437  ___________________________________________________________________
 CY0437* NAD 83(1986)-  32 21 37.     (N)    109 37 09.     (W)     SCALED    
 CY0437* NAVD 88     -      1230.43   (+/-2cm)    4036.8    (feet)  VERTCON   
 CY0437  ___________________________________________________________________
 CY0437  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0437
 CY0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0437
 CY0437.The horizontal coordinates were scaled from a topographic map and have
 CY0437.an estimated accuracy of +/- 6 seconds.
 CY0437
 CY0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0437.The vertical order pertains to the NGVD 29 superseded value.
 CY0437
 CY0437.The geoid height was determined by GEOID03.
 CY0437
 CY0437;                    North         East    Units  Estimated Accuracy
 CY0437;SPC AZ E     -   150,950.      264,890.      MT  (+/- 180 meters Scaled)
 CY0437
 CY0437                          SUPERSEDED SURVEY CONTROL
 CY0437
 CY0437  NGVD 29 (??/??/92) 1229.619  (m)         4034.18   (f) ADJ UNCH    1 2
 CY0437
 CY0437.Superseded values are not recommended for survey control.
 CY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0437.See file dsdata.txt to determine how the superseded data were derived.
 CY0437
 CY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA299812(NAD 83)
 CY0437_MARKER: DD = SURVEY DISK
 CY0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0437_SP_SET: CULVERT
 CY0437_STAMPING: 4034.58 2923+00 1939
 CY0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0437
 CY0437  HISTORY     - Date     Condition        Report By
 CY0437  HISTORY     - 1939     MONUMENTED       AZHD
 CY0437  HISTORY     - 1952     GOOD             NGS
 CY0437  HISTORY     - 1957     MARK NOT FOUND   USGS
 CY0437
 CY0437                          STATION DESCRIPTION
 CY0437
 CY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0437'15.7 MI NE FROM WILLCOX.
 CY0437'15.7 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0437'WILLCOX, 0.2 MILE EAST OF THE INTERSECTION OF UNITED STATES HIGHWAY
 CY0437'666, AND STATE HIGHWAY 86, IN A CULVERT OVER A DRY WASH, 0.1 MILE WEST
 CY0437'OF HIGHWAY MILEPOST NUMBER 344, 18.0 FEET SOUTH OF THE CENTER LINE OF
 CY0437'THE HIGHWAY, 13.1 FEET EAST OF A CULVERT SAFETY POST, 3.6 FEET WEST OF
 CY0437'THE EAST END OF A CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE--
 CY0437'0.5 MILE NORTHWEST OF BENCH  MARK 3985.51 (AHD).
 CY0437
 CY0437                          STATION RECOVERY (1957)
 CY0437
 CY0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CY0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0170 ***********************************************************************
 ES0170  DESIGNATION -  292+47
 ES0170  PID         -  ES0170
 ES0170  STATE/COUNTY-  AZ/NAVAJO
 ES0170  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0170
 ES0170                         *CURRENT SURVEY CONTROL
 ES0170  ___________________________________________________________________
 ES0170* NAD 83(1986)-  34 15 27.     (N)    110 01 02.     (W)     SCALED    
 ES0170* NAVD 88     -      1947.155  (meters)    6388.29   (feet)  ADJUSTED  
 ES0170  ___________________________________________________________________
 ES0170  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0170  DYNAMIC HT  -        1944.261 (meters)    6378.80  (feet)  COMP
 ES0170  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 ES0170
 ES0170  VERT ORDER  -  FIRST     CLASS II
 ES0170
 ES0170.The horizontal coordinates were scaled from a topographic map and have
 ES0170.an estimated accuracy of +/- 6 seconds.
 ES0170
 ES0170.The orthometric height was determined by differential leveling
 ES0170.and adjusted by the National Geodetic Survey in June 1991..
 ES0170
 ES0170.The geoid height was determined by GEOID03.
 ES0170
 ES0170.The dynamic height is computed by dividing the NAVD 88
 ES0170.geopotential number by the normal gravity value computed on the
 ES0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0170.degrees latitude (g = 980.6199 gals.).
 ES0170
 ES0170.The modeled gravity was interpolated from observed gravity values.
 ES0170
 ES0170;                    North         East    Units  Estimated Accuracy
 ES0170;SPC AZ E     -   361,220.      227,120.      MT  (+/- 180 meters Scaled)
 ES0170
 ES0170                          SUPERSEDED SURVEY CONTROL
 ES0170
 ES0170  NGVD 29 (??/??/92) 1946.231  (m)         6385.26   (f) ADJ UNCH    1 2
 ES0170
 ES0170.Superseded values are not recommended for survey control.
 ES0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0170.See file dsdata.txt to determine how the superseded data were derived.
 ES0170
 ES0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC904911(NAD 83)
 ES0170_MARKER: DD = SURVEY DISK
 ES0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0170_STAMPING: 292+47 619318 1935
 ES0170_MARK LOGO: BPR   
 ES0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0170
 ES0170  HISTORY     - Date     Condition        Report By
 ES0170  HISTORY     - 1935     MONUMENTED       BPR
 ES0170  HISTORY     - 1972     GOOD             USGS
 ES0170  HISTORY     - 1983     GOOD             NGS
 ES0170
 ES0170                          STATION DESCRIPTION
 ES0170
 ES0170'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0170'1.05 MI E FROM SHOW LOW.
 ES0170'FROM THE P.O. AT SHOW LOW 1.05 MI. E. OF ALONG US 60 HIGHWAY TO THE SE
 ES0170'CORNER OF THE TRIANGULAR JUNCTION OF US 60 HIGHWAY AND STATE 77 ROUTE.
 ES0170'BM IS 67 FT. N. OF CENTER LINE OF US 60 AND 66 FT. W. OF E. SIDE OF
 ES0170'TRIANGLE.  0.6 FT. N. OF METAL WITNESS POST, 3 FT. LOWER THAN HIGHWAY.
 ES0170'A USBPR DISK SET ON A 2 IN. METAL POST PROJECTING 8 IN., STAMPED
 ES0170'292+47 619318 1935.
 ES0170
 ES0170                          STATION RECOVERY (1983)
 ES0170
 ES0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0558 ***********************************************************************
 CY0558  DESIGNATION -  2931
 CY0558  PID         -  CY0558
 CY0558  STATE/COUNTY-  AZ/GRAHAM
 CY0558  USGS QUAD   -  THATCHER (1985)
 CY0558
 CY0558                         *CURRENT SURVEY CONTROL
 CY0558  ___________________________________________________________________
 CY0558* NAD 83(1986)-  32 50 32.     (N)    109 45 40.     (W)     SCALED    
 CY0558* NAVD 88     -       893.581  (meters)    2931.69   (feet)  ADJUSTED  
 CY0558  ___________________________________________________________________
 CY0558  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0558  DYNAMIC HT  -         892.326 (meters)    2927.57  (feet)  COMP
 CY0558  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0558
 CY0558  VERT ORDER  -  FIRST     CLASS II
 CY0558
 CY0558.The horizontal coordinates were scaled from a topographic map and have
 CY0558.an estimated accuracy of +/- 6 seconds.
 CY0558
 CY0558.The orthometric height was determined by differential leveling
 CY0558.and adjusted by the National Geodetic Survey in June 1991..
 CY0558
 CY0558.The geoid height was determined by GEOID03.
 CY0558
 CY0558.The dynamic height is computed by dividing the NAVD 88
 CY0558.geopotential number by the normal gravity value computed on the
 CY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0558.degrees latitude (g = 980.6199 gals.).
 CY0558
 CY0558.The modeled gravity was interpolated from observed gravity values.
 CY0558
 CY0558;                    North         East    Units  Estimated Accuracy
 CY0558;SPC AZ E     -   204,330.      251,320.      MT  (+/- 180 meters Scaled)
 CY0558
 CY0558                          SUPERSEDED SURVEY CONTROL
 CY0558
 CY0558  NGVD 29 (??/??/92)  892.979  (m)         2929.72   (f) ADJ UNCH    1 2
 CY0558
 CY0558.Superseded values are not recommended for survey control.
 CY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0558.See file dsdata.txt to determine how the superseded data were derived.
 CY0558
 CY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB159344(NAD 83)
 CY0558_MARKER: P = PIPE CAP
 CY0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0558_STAMPING: 2931 PHNX
 CY0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0558
 CY0558  HISTORY     - Date     Condition        Report By
 CY0558  HISTORY     - UNK      MONUMENTED       USGS
 CY0558  HISTORY     - 1932     GOOD             NGS
 CY0558  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0558
 CY0558                          STATION DESCRIPTION
 CY0558
 CY0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0558'IN THATCHER.
 CY0558'AT NORTHWEST END OF SOUTHERN PACIFIC DEPOT GROUNDS, 26 FEET NORTHEAST
 CY0558'OF RAILWAY TRESTLE MARKED 1140.73.
 CY0558
 CY0558                          STATION RECOVERY (1979)
 CY0558
 CY0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0558'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS AREA HAS CHANGED
 CY0558'EXTENSIVELY, THE STATION HAS BEEN TORN DOWN AND MEASUREMENTS PLACE
 CY0558'THIS MARK IN THE SHOULDER OF A ROAD.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0544 ***********************************************************************
 CG0544  DESIGNATION -  2937.93
 CG0544  PID         -  CG0544
 CG0544  STATE/COUNTY-  AZ/PIMA
 CG0544  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0544
 CG0544                         *CURRENT SURVEY CONTROL
 CG0544  ___________________________________________________________________
 CG0544* NAD 83(1986)-  31 48 43.     (N)    111 00 37.     (W)     SCALED    
 CG0544* NAVD 88     -       896.19   (+/-2cm)    2940.2    (feet)  VERTCON   
 CG0544  ___________________________________________________________________
 CG0544  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0544
 CG0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0544
 CG0544.The horizontal coordinates were scaled from a topographic map and have
 CG0544.an estimated accuracy of +/- 6 seconds.
 CG0544
 CG0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0544.The vertical order pertains to the NGVD 29 superseded value.
 CG0544
 CG0544.The geoid height was determined by GEOID03.
 CG0544
 CG0544;                    North         East    Units  Estimated Accuracy
 CG0544;SPC AZ C     -    90,370.      299,180.      MT  (+/- 180 meters Scaled)
 CG0544
 CG0544                          SUPERSEDED SURVEY CONTROL
 CG0544
 CG0544  NGVD 29 (??/??/92)  895.428  (m)         2937.75   (f) ADJ UNCH    2 0
 CG0544
 CG0544.Superseded values are not recommended for survey control.
 CG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0544.See file dsdata.txt to determine how the superseded data were derived.
 CG0544
 CG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA990195(NAD 83)
 CG0544_MARKER: DD = SURVEY DISK
 CG0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0544_SP_SET: BRIDGE
 CG0544_STAMPING: 2937.93 1941X88.59 1953
 CG0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0544
 CG0544  HISTORY     - Date     Condition        Report By
 CG0544  HISTORY     - 1953     MONUMENTED       AZHD
 CG0544  HISTORY     - 1959     GOOD             NGS
 CG0544  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0544  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0544
 CG0544                          STATION DESCRIPTION
 CG0544
 CG0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0544'7.15 MI N FROM AMADO.
 CG0544'7.15 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0544'0.1 MILE NORTH OF MILEPOST 37, 21 FEET WEST OF THE CENTER OF THE
 CG0544'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0544'BRIDGE.
 CG0544
 CG0544                          STATION RECOVERY (1976)
 CG0544
 CG0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0544'MARK NOT FOUND.
 CG0544
 CG0544                          STATION RECOVERY (1980)
 CG0544
 CG0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0544'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0544'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0635 ***********************************************************************
 ET0635  DESIGNATION -  2940.88
 ET0635  PID         -  ET0635
 ET0635  STATE/COUNTY-  AZ/YAVAPAI
 ET0635  USGS QUAD   -  THORN PEAK (1967)
 ET0635
 ET0635                         *CURRENT SURVEY CONTROL
 ET0635  ___________________________________________________________________
 ET0635* NAD 83(1986)-  34 29 27.     (N)    113 10 43.     (W)     SCALED    
 ET0635* NAVD 88     -       897.066  (meters)    2943.12   (feet)  POSTED    
 ET0635  ___________________________________________________________________
 ET0635  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ET0635  DYNAMIC HT  -         895.970 (meters)    2939.53  (feet)  COMP
 ET0635  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 ET0635
 ET0635  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0635
 ET0635.The horizontal coordinates were scaled from a topographic map and have
 ET0635.an estimated accuracy of +/- 6 seconds.
 ET0635
 ET0635.The orthometric height was determined by differential leveling
 ET0635.and adjusted by the National Geodetic Survey in November 2005..
 ET0635.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0635.rate of 1.1 thru 2.0 mm/km.
 ET0635
 ET0635.The geoid height was determined by GEOID03.
 ET0635
 ET0635.The dynamic height is computed by dividing the NAVD 88
 ET0635.geopotential number by the normal gravity value computed on the
 ET0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0635.degrees latitude (g = 980.6199 gals.).
 ET0635
 ET0635.The modeled gravity was interpolated from observed gravity values.
 ET0635
 ET0635;                    North         East    Units  Estimated Accuracy
 ET0635;SPC AZ C     -   387,820.       97,460.      MT  (+/- 180 meters Scaled)
 ET0635
 ET0635                          SUPERSEDED SURVEY CONTROL
 ET0635
 ET0635  NGVD 29 (??/??/92)  896.343  (m)         2940.75   (f) ADJ UNCH    1 2
 ET0635
 ET0635.Superseded values are not recommended for survey control.
 ET0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0635.See file dsdata.txt to determine how the superseded data were derived.
 ET0635
 ET0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD999187(NAD 83)
 ET0635_MARKER: Q = CHISELED SQUARE
 ET0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0635_SP_SET: CATTLE GUARD
 ET0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0635
 ET0635  HISTORY     - Date     Condition        Report By
 ET0635  HISTORY     - UNK      MONUMENTED       USGS
 ET0635  HISTORY     - 1950     GOOD             NGS
 ET0635
 ET0635                          STATION DESCRIPTION
 ET0635
 ET0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0635'10.9 MI S FROM BAGDAD.
 ET0635'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0635'AT BAGDAD, THENCE 4.1 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT A
 ET0635'CATTLE GUARD, ON THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST
 ET0635'CONCRETE HEAD WALL, 5 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ET0635'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0646 ***********************************************************************
 ET0646  DESIGNATION -  2945.83
 ET0646  PID         -  ET0646
 ET0646  STATE/COUNTY-  AZ/YAVAPAI
 ET0646  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0646
 ET0646                         *CURRENT SURVEY CONTROL
 ET0646  ___________________________________________________________________
 ET0646* NAD 83(1986)-  34 27 54.     (N)    113 15 54.     (W)     SCALED    
 ET0646* NAVD 88     -       898.532  (meters)    2947.93   (feet)  POSTED    
 ET0646  ___________________________________________________________________
 ET0646  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 ET0646  DYNAMIC HT  -         897.440 (meters)    2944.35  (feet)  COMP
 ET0646  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 ET0646
 ET0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0646
 ET0646.The horizontal coordinates were scaled from a topographic map and have
 ET0646.an estimated accuracy of +/- 6 seconds.
 ET0646
 ET0646.The orthometric height was determined by differential leveling
 ET0646.and adjusted by the National Geodetic Survey in November 2005..
 ET0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0646.rate of 0.0 thru 1.0 mm/km.
 ET0646
 ET0646.The geoid height was determined by GEOID03.
 ET0646
 ET0646.The dynamic height is computed by dividing the NAVD 88
 ET0646.geopotential number by the normal gravity value computed on the
 ET0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0646.degrees latitude (g = 980.6199 gals.).
 ET0646
 ET0646.The modeled gravity was interpolated from observed gravity values.
 ET0646
 ET0646;                    North         East    Units  Estimated Accuracy
 ET0646;SPC AZ C     -   385,050.       89,490.      MT  (+/- 180 meters Scaled)
 ET0646
 ET0646                          SUPERSEDED SURVEY CONTROL
 ET0646
 ET0646  NGVD 29 (??/??/92)  897.816  (m)         2945.58   (f) ADJ UNCH    1 2
 ET0646
 ET0646.Superseded values are not recommended for survey control.
 ET0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0646.See file dsdata.txt to determine how the superseded data were derived.
 ET0646
 ET0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD919160(NAD 83)
 ET0646_MARKER: Q = CHISELED SQUARE
 ET0646_SETTING: 80 = SET IN A BOULDER
 ET0646_SP_SET: GRANITE BOULDER
 ET0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0646+STABILITY: SURFACE MOTION
 ET0646
 ET0646  HISTORY     - Date     Condition        Report By
 ET0646  HISTORY     - UNK      MONUMENTED       USGS
 ET0646  HISTORY     - 1950     GOOD             NGS
 ET0646
 ET0646                          STATION DESCRIPTION
 ET0646
 ET0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0646'17.2 MI SW FROM BAGDAD.
 ET0646'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0646'AT BAGDAD, THENCE 10.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.2
 ET0646'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, AT THE SUMMIT
 ET0646'OF A GRADE, ON THE TOP OF A GRANITE BOULDER, 72 1/2 FEET WEST OF AND
 ET0646'ACROSS THE ROAD, 3.1 FEET NORTHWEST OF A 2-INCH PALO VERDE TREE, 2 1/2
 ET0646'FEET SOUTH OF A CAIRN, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 ET0646'MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0549 ***********************************************************************
 CG0549  DESIGNATION -  2952.14
 CG0549  PID         -  CG0549
 CG0549  STATE/COUNTY-  AZ/PIMA
 CG0549  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0549
 CG0549                         *CURRENT SURVEY CONTROL
 CG0549  ___________________________________________________________________
 CG0549* NAD 83(1986)-  31 47 08.     (N)    111 01 24.     (W)     SCALED    
 CG0549* NAVD 88     -       905.19   (+/-2cm)    2969.8    (feet)  VERTCON   
 CG0549  ___________________________________________________________________
 CG0549  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0549
 CG0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0549
 CG0549.The horizontal coordinates were scaled from a topographic map and have
 CG0549.an estimated accuracy of +/- 6 seconds.
 CG0549
 CG0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0549.The vertical order pertains to the NGVD 29 superseded value.
 CG0549
 CG0549.The geoid height was determined by GEOID03.
 CG0549
 CG0549;                    North         East    Units  Estimated Accuracy
 CG0549;SPC AZ C     -    87,440.      297,960.      MT  (+/- 180 meters Scaled)
 CG0549
 CG0549                          SUPERSEDED SURVEY CONTROL
 CG0549
 CG0549  NGVD 29 (??/??/92)  904.418  (m)         2967.24   (f) ADJ UNCH    2 0
 CG0549
 CG0549.Superseded values are not recommended for survey control.
 CG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0549.See file dsdata.txt to determine how the superseded data were derived.
 CG0549
 CG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA977166(NAD 83)
 CG0549_MARKER: DD = SURVEY DISK
 CG0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0549_SP_SET: CULVERT
 CG0549_STAMPING: 2952.14 1755+00 1931
 CG0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0549
 CG0549  HISTORY     - Date     Condition        Report By
 CG0549  HISTORY     - 1931     MONUMENTED       AZHD
 CG0549  HISTORY     - 1959     GOOD             NGS
 CG0549  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0549  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0549
 CG0549                          STATION DESCRIPTION
 CG0549
 CG0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0549'5.0 MI N FROM AMADO.
 CG0549'5.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0549'0.15 MILE SOUTH OF MILEPOST 35, 24.5 FEET EAST OF THE CENTER OF THE
 CG0549'HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 5 FOOT
 CG0549'CULVERT.
 CG0549
 CG0549                          STATION RECOVERY (1976)
 CG0549
 CG0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0549'MARK NOT FOUND.
 CG0549
 CG0549                          STATION RECOVERY (1980)
 CG0549
 CG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0549'NOT RECOVERED NEW HEADWALL AND CULVERTS AT DESCRIBED LOCATION
 CG0549'BELIEVED DESTORYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0701 ***********************************************************************
 CG0701  DESIGNATION -  2952.4
 CG0701  PID         -  CG0701
 CG0701  STATE/COUNTY-  AZ/PIMA
 CG0701  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0701
 CG0701                         *CURRENT SURVEY CONTROL
 CG0701  ___________________________________________________________________
 CG0701* NAD 83(1986)-  31 33 21.     (N)    111 40 48.     (W)     SCALED    
 CG0701* NAVD 88     -       900.54   (+/-2cm)    2954.5    (feet)  VERTCON   
 CG0701  ___________________________________________________________________
 CG0701  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0701
 CG0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0701
 CG0701.The horizontal coordinates were scaled from a topographic map and have
 CG0701.an estimated accuracy of +/- 6 seconds.
 CG0701
 CG0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0701.The vertical order pertains to the NGVD 29 superseded value.
 CG0701
 CG0701.The geoid height was determined by GEOID03.
 CG0701
 CG0701;                    North         East    Units  Estimated Accuracy
 CG0701;SPC AZ C     -    61,650.      235,830.      MT  (+/- 180 meters Scaled)
 CG0701
 CG0701                          SUPERSEDED SURVEY CONTROL
 CG0701
 CG0701  NGVD 29 (??/??/92)  899.767  (m)         2951.99   (f) ADJ UNCH    2 0
 CG0701
 CG0701.Superseded values are not recommended for survey control.
 CG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0701.See file dsdata.txt to determine how the superseded data were derived.
 CG0701
 CG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV354914(NAD 83)
 CG0701_MARKER: N = NAIL
 CG0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0701_SP_SET: TREE
 CG0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0701
 CG0701  HISTORY     - Date     Condition        Report By
 CG0701  HISTORY     - UNK      MONUMENTED       USGS
 CG0701  HISTORY     - 1952     GOOD             NGS
 CG0701
 CG0701                          STATION DESCRIPTION
 CG0701
 CG0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0701'10.15 MI SE FROM SAN MIGUEL.
 CG0701'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0701'MIGUEL, THENCE 5.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0701'AND SET IN THE NORTHEAST BASE OF A MESQUITE TREE, 44 FEET NORTHWEST OF
 CG0701'THE CENTER LINE OF THE ROAD, 39.5 FEET SOUTHWEST OF B.M. S 306, ABOUT
 CG0701'LEVEL WITH THE ROAD, AND A METAL TAG ON THE A TREE STAMPED 2952.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0270 ***********************************************************************
 ES0270  DESIGNATION -  2953
 ES0270  PID         -  ES0270
 ES0270  STATE/COUNTY-  AZ/GILA
 ES0270  USGS QUAD   -  GISELA (1972)
 ES0270
 ES0270                         *CURRENT SURVEY CONTROL
 ES0270  ___________________________________________________________________
 ES0270* NAD 83(1986)-  34 04 39.     (N)    111 20 33.     (W)     SCALED    
 ES0270* NAVD 88     -       900.79   (+/-2cm)    2955.3    (feet)  VERTCON   
 ES0270  ___________________________________________________________________
 ES0270  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ES0270
 ES0270  VERT ORDER  -  ? (See Below)
 ES0270
 ES0270.The horizontal coordinates were scaled from a topographic map and have
 ES0270.an estimated accuracy of +/- 6 seconds.
 ES0270
 ES0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0270.The vertical order pertains to the NGVD 29 superseded value.
 ES0270
 ES0270.The geoid height was determined by GEOID03.
 ES0270
 ES0270;                    North         East    Units  Estimated Accuracy
 ES0270;SPC AZ E     -   341,870.      104,840.      MT  (+/- 180 meters Scaled)
 ES0270
 ES0270                          SUPERSEDED SURVEY CONTROL
 ES0270
 ES0270  NGVD 29 (??/??/92)  900.168  (m)         2953.30   (f) ADJ UNCH    ?  
 ES0270
 ES0270.Superseded values are not recommended for survey control.
 ES0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0270.See file dsdata.txt to determine how the superseded data were derived.
 ES0270
 ES0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC684708(NAD 83)
 ES0270_MARKER: Z = SEE DESCRIPTION
 ES0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0270_SP_SET: TREE
 ES0270_STAMPING: U.S.G.S. 2953
 ES0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0270
 ES0270  HISTORY     - Date     Condition        Report By
 ES0270  HISTORY     - UNK      MONUMENTED       USGS
 ES0270  HISTORY     - 1933     GOOD             NGS
 ES0270
 ES0270                          STATION DESCRIPTION
 ES0270
 ES0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0270'12.6 MI S FROM PAYSON.
 ES0270'12.6 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0270'OFFICE AT PAYSON, GILA COUNTY, 2.9 MILES SOUTH OF THE GENERAL STORE AT
 ES0270'RYE, 0.2 MILE SOUTHEAST OF A STEEL WINDMILL, AT A CAMP CLEARING, 52
 ES0270'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT OF A BLAZED
 ES0270'ASH TREE, AND ABOUT 1 FOOT ABOVE THE GROUND, A UNITED STATES
 ES0270'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0377 ***********************************************************************
 CY0377  DESIGNATION -  295+32
 CY0377  PID         -  CY0377
 CY0377  STATE/COUNTY-  AZ/COCHISE
 CY0377  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0377
 CY0377                         *CURRENT SURVEY CONTROL
 CY0377  ___________________________________________________________________
 CY0377* NAD 83(1986)-  32 10 51.     (N)    109 52 44.     (W)     SCALED    
 CY0377* NAVD 88     -      1263.44   (+/-2cm)    4145.1    (feet)  VERTCON   
 CY0377  ___________________________________________________________________
 CY0377  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0377
 CY0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0377
 CY0377.The horizontal coordinates were scaled from a topographic map and have
 CY0377.an estimated accuracy of +/- 6 seconds.
 CY0377
 CY0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0377.The vertical order pertains to the NGVD 29 superseded value.
 CY0377
 CY0377.The geoid height was determined by GEOID03.
 CY0377
 CY0377;                    North         East    Units  Estimated Accuracy
 CY0377;SPC AZ E     -   130,950.      240,500.      MT  (+/- 180 meters Scaled)
 CY0377
 CY0377                          SUPERSEDED SURVEY CONTROL
 CY0377
 CY0377  NGVD 29 (??/??/92) 1262.688  (m)         4142.67   (f) ADJ UNCH    1 2
 CY0377
 CY0377.Superseded values are not recommended for survey control.
 CY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0377.See file dsdata.txt to determine how the superseded data were derived.
 CY0377
 CY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA056610(NAD 83)
 CY0377_MARKER: DD = SURVEY DISK
 CY0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0377_SP_SET: CULVERT
 CY0377_STAMPING: 4143.10 295+32
 CY0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0377
 CY0377  HISTORY     - Date     Condition        Report By
 CY0377  HISTORY     - UNK      MONUMENTED       AZHD
 CY0377  HISTORY     - 1952     GOOD             NGS
 CY0377  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0377
 CY0377                          STATION DESCRIPTION
 CY0377
 CY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0377'5.2 MI NE FROM COCHISE.
 CY0377'5.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0377'THE STATION AT COCHISE, NORTHWEST OF THE FIRST BRIDGE NORTHEAST OF
 CY0377'MILEPOLE NUMBER 1069, IN THE TOP AND AT ABOUT THE MIDDLE OF THE
 CY0377'SOUTHEAST CONCRETE HEADWALL OF A CULVERT, 182.4 FEET WEST OF SEMAPHORE
 CY0377'NUMBER 1069.1, 134.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 9.0 FEET
 CY0377'SOUTHWEST OF THE NORTHEAST END OF A CULVERT, 13 1/2 FEET SOUTHEAST OF
 CY0377'THE CENTER LINE OF THE OLD HIGHWAY, AND ABOUT LEVEL WITH THE OLD
 CY0377'HIGHWAY.
 CY0377
 CY0377                          STATION RECOVERY (1979)
 CY0377
 CY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0377'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CY0377'NO LONGER EXISTS AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0587 ***********************************************************************
 FS0587  DESIGNATION -  2954.44
 FS0587  PID         -  FS0587
 FS0587  STATE/COUNTY-  AZ/MOHAVE
 FS0587  USGS QUAD   -  KINGMAN (1980)
 FS0587
 FS0587                         *CURRENT SURVEY CONTROL
 FS0587  ___________________________________________________________________
 FS0587* NAD 83(1986)-  35 08 57.     (N)    114 05 34.     (W)     SCALED    
 FS0587* NAVD 88     -       901.354  (meters)    2957.19   (feet)  POSTED    
 FS0587  ___________________________________________________________________
 FS0587  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0587  DYNAMIC HT  -         900.310 (meters)    2953.77  (feet)  COMP
 FS0587  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 FS0587
 FS0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0587
 FS0587.The horizontal coordinates were scaled from a topographic map and have
 FS0587.an estimated accuracy of +/- 6 seconds.
 FS0587
 FS0587.The orthometric height was determined by differential leveling
 FS0587.and adjusted by the National Geodetic Survey in 1992..
 FS0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0587.rate of 0.0 thru 1.0 mm/km.
 FS0587
 FS0587.The geoid height was determined by GEOID03.
 FS0587
 FS0587.The dynamic height is computed by dividing the NAVD 88
 FS0587.geopotential number by the normal gravity value computed on the
 FS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0587.degrees latitude (g = 980.6199 gals.).
 FS0587
 FS0587.The modeled gravity was interpolated from observed gravity values.
 FS0587
 FS0587;                    North         East    Units  Estimated Accuracy
 FS0587;SPC AZ W     -   460,190.      182,130.      MT  (+/- 180 meters Scaled)
 FS0587
 FS0587                          SUPERSEDED SURVEY CONTROL
 FS0587
 FS0587  NGVD 29 (??/??/92)  900.591  (m)         2954.69   (f) ADJ UNCH    2 0
 FS0587
 FS0587.Superseded values are not recommended for survey control.
 FS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0587.See file dsdata.txt to determine how the superseded data were derived.
 FS0587
 FS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU648934(NAD 83)
 FS0587_MARKER: DD = SURVEY DISK
 FS0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0587_SP_SET: CULVERT
 FS0587_STAMPING: 2954.44 2393X20 1954
 FS0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0587
 FS0587  HISTORY     - Date     Condition        Report By
 FS0587  HISTORY     - 1954     MONUMENTED       AZHD
 FS0587  HISTORY     - 1961     GOOD             NGS
 FS0587  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0587
 FS0587                          STATION DESCRIPTION
 FS0587
 FS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0587'4.3 MI SSW FROM KINGMAN.
 FS0587'ABOUT 4.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0587'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0587'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 FS0587'OF A 6 FOOT CONCRETE BOX CULVERT, 24 FEET SOUTHEAST OF THE CENTER
 FS0587'LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FS0587'HIGHWAY.
 FS0587
 FS0587                          STATION RECOVERY (1981)
 FS0587
 FS0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0587'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0646 ***********************************************************************
 CG0646  DESIGNATION -  2960.2
 CG0646  PID         -  CG0646
 CG0646  STATE/COUNTY-  AZ/PIMA
 CG0646  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0646
 CG0646                         *CURRENT SURVEY CONTROL
 CG0646  ___________________________________________________________________
 CG0646* NAD 83(1986)-  31 57 15.     (N)    111 42 11.     (W)     SCALED    
 CG0646* NAVD 88     -       902.97   (+/-2cm)    2962.5    (feet)  VERTCON   
 CG0646  ___________________________________________________________________
 CG0646  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0646
 CG0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0646
 CG0646.The horizontal coordinates were scaled from a topographic map and have
 CG0646.an estimated accuracy of +/- 6 seconds.
 CG0646
 CG0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0646.The vertical order pertains to the NGVD 29 superseded value.
 CG0646
 CG0646.The geoid height was determined by GEOID03.
 CG0646
 CG0646;                    North         East    Units  Estimated Accuracy
 CG0646;SPC AZ C     -   105,810.      233,550.      MT  (+/- 180 meters Scaled)
 CG0646
 CG0646                          SUPERSEDED SURVEY CONTROL
 CG0646
 CG0646  NGVD 29 (??/??/92)  902.226  (m)         2960.05   (f) ADJ UNCH    2 0
 CG0646
 CG0646.Superseded values are not recommended for survey control.
 CG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0646.See file dsdata.txt to determine how the superseded data were derived.
 CG0646
 CG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA335355(NAD 83)
 CG0646_MARKER: Z = SEE DESCRIPTION
 CG0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0646_SP_SET: METAL TAG
 CG0646_STAMPING: 2960.2
 CG0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0646
 CG0646  HISTORY     - Date     Condition        Report By
 CG0646  HISTORY     - UNK      MONUMENTED       USGS
 CG0646  HISTORY     - 1952     GOOD             NGS
 CG0646
 CG0646                          STATION DESCRIPTION
 CG0646
 CG0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0646'16.35 MI E FROM SELLS.
 CG0646'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0646'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 3.25 MILES
 CG0646'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.55 MILE SOUTH OF A
 CG0646'CATTLE GUARD, AT A TURN IN THE ROAD TO THE SOUTH, 0.15 MILE NORTH OF A
 CG0646'LARGE WASH AT THE BASE OF A GRADE, 102.5 FEET SOUTHWEST OF (USC AND GS
 CG0646'BM A 306), 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0646'LEVEL WITH THE ROAD, A STEEL ROD PROJECTING 0.6 FOOT ABOVE THE GROUND,
 CG0646'AND A METAL TAG ON THE STAKE STAMPED 2960.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0222 ***********************************************************************
 CG0222  DESIGNATION -  296+44.5
 CG0222  PID         -  CG0222
 CG0222  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0222  USGS QUAD   -  RIO RICO (1981)
 CG0222
 CG0222                         *CURRENT SURVEY CONTROL
 CG0222  ___________________________________________________________________
 CG0222* NAD 83(1986)-  31 25 28.     (N)    110 57 35.     (W)     SCALED    
 CG0222* NAVD 88     -      1078.000  (meters)    3536.74   (feet)  ADJUSTED  
 CG0222  ___________________________________________________________________
 CG0222  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0222  DYNAMIC HT  -        1076.354 (meters)    3531.34  (feet)  COMP
 CG0222  MODELED GRAV-     979,077.2   (mgal)                       NAVD 88
 CG0222
 CG0222  VERT ORDER  -  FIRST     CLASS II
 CG0222
 CG0222.The horizontal coordinates were scaled from a topographic map and have
 CG0222.an estimated accuracy of +/- 6 seconds.
 CG0222
 CG0222.The orthometric height was determined by differential leveling
 CG0222.and adjusted by the National Geodetic Survey in June 1991..
 CG0222
 CG0222.The geoid height was determined by GEOID03.
 CG0222
 CG0222.The dynamic height is computed by dividing the NAVD 88
 CG0222.geopotential number by the normal gravity value computed on the
 CG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0222.degrees latitude (g = 980.6199 gals.).
 CG0222
 CG0222.The modeled gravity was interpolated from observed gravity values.
 CG0222
 CG0222;                    North         East    Units  Estimated Accuracy
 CG0222;SPC AZ C     -    47,450.      304,340.      MT  (+/- 180 meters Scaled)
 CG0222
 CG0222                          SUPERSEDED SURVEY CONTROL
 CG0222
 CG0222  NGVD 29 (??/??/92) 1077.116  (m)         3533.84   (f) ADJ UNCH    1 2
 CG0222
 CG0222.Superseded values are not recommended for survey control.
 CG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0222.See file dsdata.txt to determine how the superseded data were derived.
 CG0222
 CG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV038766(NAD 83)
 CG0222_MARKER: DD = SURVEY DISK
 CG0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0222_SP_SET: BRIDGE
 CG0222_STAMPING: 296+44.5 1931 3521.24
 CG0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0222
 CG0222  HISTORY     - Date     Condition        Report By
 CG0222  HISTORY     - 1931     MONUMENTED       AZHD
 CG0222  HISTORY     - 1959     GOOD             NGS
 CG0222  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0222  HISTORY     - 1980     GOOD             NGS
 CG0222
 CG0222                          STATION DESCRIPTION
 CG0222
 CG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0222'7.3 MI N FROM NOGALES.
 CG0222'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0222'STATION AT NOGALES, ON OLD U.S. HIGHWAY 89, 210 FEET SOUTHEAST OF THE
 CG0222'JUNCTION OF THE RUBY ROAD, AT A CONCRETE BRIDGE ON THE HIGHWAY, IN THE
 CG0222'TOP OF THE NORTHWEST END OF THE NORTHEAST CURB OF THE BRIDGE, AND 14
 CG0222'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 CG0222
 CG0222                          STATION RECOVERY (1976)
 CG0222
 CG0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0222'MARK NOT FOUND.
 CG0222
 CG0222                          STATION RECOVERY (1980)
 CG0222
 CG0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0222'10.5 KILOMETERS (6.5 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0222'FROM THE COUNTY COURTHOUSE IN NOGALES, THENCE 0.6 KILOMETER (0.4
 CG0222'MILE) NORTHWEST ALONG OLD TUCSON ROAD, AT A CONCRETE BRIDGE OVER
 CG0222'NOGALES WASH, IN TOP OF AND 1.5 METERS (5.0 FEET) SOUTHEAST OF THE
 CG0222'NORTHWEST END OF THE NORTHEAST CONCRETE CURB, 3.8 METERS (12.5 FEET)
 CG0222'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CG0222'THE MARK IS 0.2 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0670 ***********************************************************************
 FR0670  DESIGNATION -  2968
 FR0670  PID         -  FR0670
 FR0670  STATE/COUNTY-  AZ/MOHAVE
 FR0670  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0670
 FR0670                         *CURRENT SURVEY CONTROL
 FR0670  ___________________________________________________________________
 FR0670* NAD 83(1986)-  35 34 07.     (N)    113 53 31.     (W)     SCALED    
 FR0670* NAVD 88     -       906.068  (meters)    2972.66   (feet)  POSTED    
 FR0670  ___________________________________________________________________
 FR0670  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0670  DYNAMIC HT  -         905.020 (meters)    2969.22  (feet)  COMP
 FR0670  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 FR0670
 FR0670  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0670
 FR0670.The horizontal coordinates were scaled from a topographic map and have
 FR0670.an estimated accuracy of +/- 6 seconds.
 FR0670
 FR0670.The orthometric height was determined by differential leveling
 FR0670.and adjusted by the National Geodetic Survey in 1992..
 FR0670.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0670.rate of 1.1 thru 2.0 mm/km.
 FR0670
 FR0670.The geoid height was determined by GEOID03.
 FR0670
 FR0670.The dynamic height is computed by dividing the NAVD 88
 FR0670.geopotential number by the normal gravity value computed on the
 FR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0670.degrees latitude (g = 980.6199 gals.).
 FR0670
 FR0670.The modeled gravity was interpolated from observed gravity values.
 FR0670
 FR0670;                    North         East    Units  Estimated Accuracy
 FR0670;SPC AZ W     -   506,680.      200,490.      MT  (+/- 180 meters Scaled)
 FR0670
 FR0670                          SUPERSEDED SURVEY CONTROL
 FR0670
 FR0670  NGVD 29 (??/??/92)  905.301  (m)         2970.14   (f) ADJ UNCH    1 1
 FR0670
 FR0670.Superseded values are not recommended for survey control.
 FR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0670.See file dsdata.txt to determine how the superseded data were derived.
 FR0670
 FR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE379399(NAD 83)
 FR0670_MARKER: DD = SURVEY DISK
 FR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0670_STAMPING: 2968 (USGS)
 FR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0670+STABILITY: SURFACE MOTION
 FR0670
 FR0670  HISTORY     - Date     Condition        Report By
 FR0670  HISTORY     - 1920     MONUMENTED       USGS
 FR0670  HISTORY     - 1940     GOOD             NGS
 FR0670
 FR0670                          STATION DESCRIPTION
 FR0670
 FR0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0670'16.8 MI N FROM HACKBERRY.
 FR0670'16.8 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0670'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.7 MILE
 FR0670'NORTHWEST OF A CATTLE GUARD, 57 FEET NORTHEAST OF THE CENTERLINE OF
 FR0670'THE ROAD, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 FR0670'SURROUNDED BY SMALL ROCKS.  A USGS SURVEY DISK STAMPED 2968 1920 AND
 FR0670'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0674 ***********************************************************************
 FR0674  DESIGNATION -  2971
 FR0674  PID         -  FR0674
 FR0674  STATE/COUNTY-  AZ/MOHAVE
 FR0674  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0674
 FR0674                         *CURRENT SURVEY CONTROL
 FR0674  ___________________________________________________________________
 FR0674* NAD 83(1986)-  35 36 36.     (N)    113 54 55.     (W)     SCALED    
 FR0674* NAVD 88     -       906.790  (meters)    2975.03   (feet)  POSTED    
 FR0674  ___________________________________________________________________
 FR0674  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0674  DYNAMIC HT  -         905.750 (meters)    2971.61  (feet)  COMP
 FR0674  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 FR0674
 FR0674  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0674
 FR0674.The horizontal coordinates were scaled from a topographic map and have
 FR0674.an estimated accuracy of +/- 6 seconds.
 FR0674
 FR0674.The orthometric height was determined by differential leveling
 FR0674.and adjusted by the National Geodetic Survey in 1992..
 FR0674.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0674.rate of 1.1 thru 2.0 mm/km.
 FR0674
 FR0674.The geoid height was determined by GEOID03.
 FR0674
 FR0674.The dynamic height is computed by dividing the NAVD 88
 FR0674.geopotential number by the normal gravity value computed on the
 FR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0674.degrees latitude (g = 980.6199 gals.).
 FR0674
 FR0674.The modeled gravity was interpolated from observed gravity values.
 FR0674
 FR0674;                    North         East    Units  Estimated Accuracy
 FR0674;SPC AZ W     -   511,270.      198,390.      MT  (+/- 180 meters Scaled)
 FR0674
 FR0674                          SUPERSEDED SURVEY CONTROL
 FR0674
 FR0674  NGVD 29 (??/??/92)  906.030  (m)         2972.53   (f) ADJ UNCH    1 1
 FR0674
 FR0674.Superseded values are not recommended for survey control.
 FR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0674.See file dsdata.txt to determine how the superseded data were derived.
 FR0674
 FR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE359446(NAD 83)
 FR0674_MARKER: DD = SURVEY DISK
 FR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0674_STAMPING: 2971 1920
 FR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0674+STABILITY: SURFACE MOTION
 FR0674
 FR0674  HISTORY     - Date     Condition        Report By
 FR0674  HISTORY     - 1920     MONUMENTED       USGS
 FR0674  HISTORY     - 1940     GOOD             NGS
 FR0674
 FR0674                          STATION DESCRIPTION
 FR0674
 FR0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0674'19.9 MI N FROM HACKBERRY.
 FR0674'19.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0674'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.7 MILE
 FR0674'SOUTHEAST OF THE INTERSECTION OF THE ROAD LEADING TO THE P. AND M.
 FR0674'MINE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF
 FR0674'A WHITE WOODEN WITNESS POST, AND SURROUNDED BY SMALL ROCKS, A USGS
 FR0674'STANDARD DISK STAMPED 2971 1920 AND SET IN THE TOP OF A CONCRETE POST,
 FR0674'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0534 ***********************************************************************
 CZ0534  DESIGNATION -  297+42.1
 CZ0534  PID         -  CZ0534
 CZ0534  STATE/COUNTY-  AZ/PIMA
 CZ0534  USGS QUAD   -  JAYNES (1992)
 CZ0534
 CZ0534                         *CURRENT SURVEY CONTROL
 CZ0534  ___________________________________________________________________
 CZ0534* NAD 83(1986)-  32 21 41.     (N)    111 05 28.     (W)     SCALED    
 CZ0534* NAVD 88     -       656.651  (meters)    2154.36   (feet)  ADJUSTED  
 CZ0534  ___________________________________________________________________
 CZ0534  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0534  DYNAMIC HT  -         655.769 (meters)    2151.47  (feet)  COMP
 CZ0534  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 CZ0534
 CZ0534  VERT ORDER  -  FIRST     CLASS II
 CZ0534
 CZ0534.The horizontal coordinates were scaled from a topographic map and have
 CZ0534.an estimated accuracy of +/- 6 seconds.
 CZ0534
 CZ0534.The orthometric height was determined by differential leveling
 CZ0534.and adjusted by the National Geodetic Survey in June 1991..
 CZ0534
 CZ0534.The geoid height was determined by GEOID03.
 CZ0534
 CZ0534.The dynamic height is computed by dividing the NAVD 88
 CZ0534.geopotential number by the normal gravity value computed on the
 CZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0534.degrees latitude (g = 980.6199 gals.).
 CZ0534
 CZ0534.The modeled gravity was interpolated from observed gravity values.
 CZ0534
 CZ0534;                    North         East    Units  Estimated Accuracy
 CZ0534;SPC AZ C     -   151,240.      291,060.      MT  (+/- 180 meters Scaled)
 CZ0534
 CZ0534                          SUPERSEDED SURVEY CONTROL
 CZ0534
 CZ0534.No superseded survey control is available for this station.
 CZ0534
 CZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA914804(NAD 83)
 CZ0534_MARKER: DD = SURVEY DISK
 CZ0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0534_SP_SET: CURBING
 CZ0534_STAMPING: 2152.78 297+42.1
 CZ0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0534
 CZ0534  HISTORY     - Date     Condition        Report By
 CZ0534  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0534  HISTORY     - 1951     GOOD             NGS
 CZ0534  HISTORY     - 1960     GOOD             NGS
 CZ0534  HISTORY     - 1975     GOOD             DOD
 CZ0534  HISTORY     - 1980     GOOD             NGS
 CZ0534
 CZ0534                          STATION DESCRIPTION
 CZ0534
 CZ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0534'0.4 MI NW FROM CORTARO.
 CZ0534'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0534'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 6 POLES
 CZ0534'NORTHWEST OF MILE POLE 972 AND CORTARO FARM ROAD, AT RAILROAD MILEAGE
 CZ0534'971.79, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0534'CURBING OF A SMALL HIGHWAY BRIDGE, 20 1/2 FEET SOUTHWEST OF TELEGRAPH
 CZ0534'POLE 6, 19.9 FEET NORTHWEST OF HIGHWAY SIGN READING PICACHO 35 MI. -
 CZ0534'COOLIDGE 54 MI, 16 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0534'ABOUT LEVEL WITH THE HIGHWAY.
 CZ0534
 CZ0534                          STATION RECOVERY (1960)
 CZ0534
 CZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0534'RECOVERED IN GOOD CONDITION.
 CZ0534
 CZ0534                          STATION RECOVERY (1975)
 CZ0534
 CZ0534'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 CZ0534'RECOVERED IN GOOD CONDITION.
 CZ0534
 CZ0534                          STATION RECOVERY (1980)
 CZ0534
 CZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0534'19.5 KILOMETERS (12.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0534'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0534'NORTHWEST OF THE INTERSECTION OF THE FRONTAGE ROAD AND CORTARO ROAD,
 CZ0534'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE
 CZ0534'BRIDGE UNDER THE FRONTAGE ROAD, 37.5 METERS (123 FEET) SOUTHWEST OF
 CZ0534'THE SOUTHWEST RAIL OF THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0534'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0534'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0553 ***********************************************************************
 CY0553  DESIGNATION -  2979
 CY0553  PID         -  CY0553
 CY0553  STATE/COUNTY-  AZ/GRAHAM
 CY0553  USGS QUAD   -  SAFFORD (1985)
 CY0553
 CY0553                         *CURRENT SURVEY CONTROL
 CY0553  ___________________________________________________________________
 CY0553* NAD 83(1986)-  32 47 58.     (N)    109 38 22.     (W)     SCALED    
 CY0553* NAVD 88     -       908.430  (meters)    2980.41   (feet)  ADJUSTED  
 CY0553  ___________________________________________________________________
 CY0553  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0553  DYNAMIC HT  -         907.160 (meters)    2976.24  (feet)  COMP
 CY0553  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 CY0553
 CY0553  VERT ORDER  -  FIRST     CLASS II
 CY0553
 CY0553.The horizontal coordinates were scaled from a topographic map and have
 CY0553.an estimated accuracy of +/- 6 seconds.
 CY0553
 CY0553.The orthometric height was determined by differential leveling
 CY0553.and adjusted by the National Geodetic Survey in June 1991..
 CY0553.WARNING-Repeat measurements at this control monument indicate possible
 CY0553.vertical movement.
 CY0553
 CY0553.The geoid height was determined by GEOID03.
 CY0553
 CY0553.The dynamic height is computed by dividing the NAVD 88
 CY0553.geopotential number by the normal gravity value computed on the
 CY0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0553.degrees latitude (g = 980.6199 gals.).
 CY0553
 CY0553.The modeled gravity was interpolated from observed gravity values.
 CY0553
 CY0553;                    North         East    Units  Estimated Accuracy
 CY0553;SPC AZ E     -   199,640.      262,740.      MT  (+/- 180 meters Scaled)
 CY0553
 CY0553                          SUPERSEDED SURVEY CONTROL
 CY0553
 CY0553  NGVD 29 (??/??/92)  907.840  (m)         2978.47   (f) ADJ UNCH    1 2
 CY0553
 CY0553.Superseded values are not recommended for survey control.
 CY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0553.See file dsdata.txt to determine how the superseded data were derived.
 CY0553
 CY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB273298(NAD 83)
 CY0553_MARKER: P = PIPE CAP
 CY0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0553_STAMPING: 2978.406 PHNX
 CY0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0553
 CY0553  HISTORY     - Date     Condition        Report By
 CY0553  HISTORY     - UNK      MONUMENTED       USGS
 CY0553  HISTORY     - 1932     GOOD             NGS
 CY0553
 CY0553                          STATION DESCRIPTION
 CY0553
 CY0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0553'IN SOLOMONSVILLE.
 CY0553'0.5 MILES SOUTHWEST OF TOWN CENTER, 100 FEET WEST OF SOLOMON DEPOT, 20
 CY0553'FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0680 ***********************************************************************
 CG0680  DESIGNATION -  2985.7
 CG0680  PID         -  CG0680
 CG0680  STATE/COUNTY-  AZ/PIMA
 CG0680  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0680
 CG0680                         *CURRENT SURVEY CONTROL
 CG0680  ___________________________________________________________________
 CG0680* NAD 83(1986)-  31 42 20.     (N)    111 41 39.     (W)     SCALED    
 CG0680* NAVD 88     -       910.67   (+/-2cm)    2987.8    (feet)  VERTCON   
 CG0680  ___________________________________________________________________
 CG0680  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CG0680
 CG0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0680
 CG0680.The horizontal coordinates were scaled from a topographic map and have
 CG0680.an estimated accuracy of +/- 6 seconds.
 CG0680
 CG0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0680.The vertical order pertains to the NGVD 29 superseded value.
 CG0680
 CG0680.The geoid height was determined by GEOID03.
 CG0680
 CG0680;                    North         East    Units  Estimated Accuracy
 CG0680;SPC AZ C     -    78,240.      234,450.      MT  (+/- 180 meters Scaled)
 CG0680
 CG0680                          SUPERSEDED SURVEY CONTROL
 CG0680
 CG0680  NGVD 29 (??/??/92)  909.899  (m)         2985.23   (f) ADJ UNCH    2 0
 CG0680
 CG0680.Superseded values are not recommended for survey control.
 CG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0680.See file dsdata.txt to determine how the superseded data were derived.
 CG0680
 CG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA342080(NAD 83)
 CG0680_MARKER: N = NAIL
 CG0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0680_SP_SET: TREE
 CG0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0680
 CG0680  HISTORY     - Date     Condition        Report By
 CG0680  HISTORY     - UNK      MONUMENTED       USGS
 CG0680  HISTORY     - 1952     GOOD             NGS
 CG0680  HISTORY     - 1977     GOOD             USGS
 CG0680
 CG0680                          STATION DESCRIPTION
 CG0680
 CG0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0680'10.9 MI NE FROM SAN MIGUEL.
 CG0680'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0680'MIGUEL, THENCE 6.6 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0680'18.00 MILES SOUTHEAST OF TOPAWA, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 CG0680'THE MAIN ROAD AND A ROAD LEADING WEST, AND SET IN THE TOP OF THE ROOT
 CG0680'ON THE EAST SIDE OF A MESQUITE TREE, 28 FEET SOUTHEAST OF THE CENTER
 CG0680'LINE OF THE ROAD, 3.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 CG0680'WITH THE ROAD.
 CG0680
 CG0680                          STATION RECOVERY (1977)
 CG0680
 CG0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0680'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0680'RD.....
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0418 ***********************************************************************
 CG0418  DESIGNATION -  2994.322
 CG0418  PID         -  CG0418
 CG0418  STATE/COUNTY-  AZ/PIMA
 CG0418  USGS QUAD   -  FRESNO WASH (1982)
 CG0418
 CG0418                         *CURRENT SURVEY CONTROL
 CG0418  ___________________________________________________________________
 CG0418* NAD 83(1986)-  31 50 09.     (N)    111 24 12.     (W)     SCALED    
 CG0418* NAVD 88     -       913.32   (+/-2cm)    2996.5    (feet)  VERTCON   
 CG0418  ___________________________________________________________________
 CG0418  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0418
 CG0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0418
 CG0418.The horizontal coordinates were scaled from a topographic map and have
 CG0418.an estimated accuracy of +/- 6 seconds.
 CG0418
 CG0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0418.The vertical order pertains to the NGVD 29 superseded value.
 CG0418
 CG0418.The geoid height was determined by GEOID03.
 CG0418
 CG0418;                    North         East    Units  Estimated Accuracy
 CG0418;SPC AZ C     -    92,780.      261,950.      MT  (+/- 180 meters Scaled)
 CG0418
 CG0418                          SUPERSEDED SURVEY CONTROL
 CG0418
 CG0418  NGVD 29 (??/??/92)  912.577  (m)         2994.01   (f) ADJ UNCH    2 0
 CG0418
 CG0418.Superseded values are not recommended for survey control.
 CG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0418.See file dsdata.txt to determine how the superseded data were derived.
 CG0418
 CG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA618223(NAD 83)
 CG0418_MARKER: Q = CHISELED SQUARE
 CG0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0418_SP_SET: BRIDGE
 CG0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0418
 CG0418  HISTORY     - Date     Condition        Report By
 CG0418  HISTORY     - UNK      MONUMENTED       USGS
 CG0418  HISTORY     - 1951     GOOD             NGS
 CG0418
 CG0418                          STATION DESCRIPTION
 CG0418
 CG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0418'18.45 MI S FROM THREE POINTS.
 CG0418'18.45 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0418'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 3.5 MILES SOUTH OF THE
 CG0418'PALO ALTO RANCH, AT A STEEL BRIDGE OVER THE ALTAR WASH, A CHISELED
 CG0418'SQUARE CUT IN THE TOP OF THE SOUTH CONCRETE WING WALL AT THE SOUTHEAST
 CG0418'CORNER OF THE BRIDGE, AND ABOUT 20 FEET ABOVE THE LOWEST POINT OF THE
 CG0418'WASH, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST
 CG0418'OF THE SOUTHEAST CORNER OF THE STEEL BRIDGE, 1.1 FEET NORTHWEST OF THE
 CG0418'SOUTHEAST END OF THE WING WALL, AND ABOUT LEVEL WITH THE ROAD, AND
 CG0418'MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0417 ***********************************************************************
 CG0417  DESIGNATION -  2998.03
 CG0417  PID         -  CG0417
 CG0417  STATE/COUNTY-  AZ/PIMA
 CG0417  USGS QUAD   -  FRESNO WASH (1982)
 CG0417
 CG0417                         *CURRENT SURVEY CONTROL
 CG0417  ___________________________________________________________________
 CG0417* NAD 83(1986)-  31 50 56.     (N)    111 23 54.     (W)     SCALED    
 CG0417* NAVD 88     -       914.45   (+/-2cm)    3000.2    (feet)  VERTCON   
 CG0417  ___________________________________________________________________
 CG0417  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CG0417
 CG0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0417
 CG0417.The horizontal coordinates were scaled from a topographic map and have
 CG0417.an estimated accuracy of +/- 6 seconds.
 CG0417
 CG0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0417.The vertical order pertains to the NGVD 29 superseded value.
 CG0417
 CG0417.The geoid height was determined by GEOID03.
 CG0417
 CG0417;                    North         East    Units  Estimated Accuracy
 CG0417;SPC AZ C     -    94,230.      262,410.      MT  (+/- 180 meters Scaled)
 CG0417
 CG0417                          SUPERSEDED SURVEY CONTROL
 CG0417
 CG0417  NGVD 29 (??/??/92)  913.714  (m)         2997.74   (f) ADJ UNCH    2 0
 CG0417
 CG0417.Superseded values are not recommended for survey control.
 CG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0417.See file dsdata.txt to determine how the superseded data were derived.
 CG0417
 CG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA623237(NAD 83)
 CG0417_MARKER: Q = CHISELED SQUARE
 CG0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0417_SP_SET: CULVERT
 CG0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0417
 CG0417  HISTORY     - Date     Condition        Report By
 CG0417  HISTORY     - UNK      MONUMENTED       USGS
 CG0417  HISTORY     - 1951     GOOD             NGS
 CG0417
 CG0417                          STATION DESCRIPTION
 CG0417
 CG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0417'17.4 MI S FROM THREE POINTS.
 CG0417'17.4 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0417'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 2.45 MILES SOUTH OF THE
 CG0417'PALO ALTO RANCH, ABOUT 250 FEET SOUTHWEST OF A WASH ACROSS THE ROAD
 CG0417'WITH CONCRETE SLABS PILED ON THE EDGE OF THE WASH, AND ABOUT 150 FEET
 CG0417'SOUTHWEST OF A T JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CG0417'SOUTHEAST, A CHISELED SQUARE CUT IN THE TOP OF THE CENTER OF THE
 CG0417'NORTHWEST CONCRETE HEADWALL OF CULVERT WITH A 18 INCH CORRUGATED METAL
 CG0417'PIPE UNDER THE ROAD, 144.8 FEET SOUTH OF (USC AND GS BM K 113), 11
 CG0417'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 CG0417'THE ROAD, AND WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3746 ***********************************************************************
 AJ3746  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3746  DESIGNATION -  2AF4
 AJ3746  PID         -  AJ3746
 AJ3746  STATE/COUNTY-  AZ/MARICOPA
 AJ3746  USGS QUAD   -  LONE BUTTE (1973)
 AJ3746
 AJ3746                         *CURRENT SURVEY CONTROL
 AJ3746  ___________________________________________________________________
 AJ3746* NAD 83(1992)-  33 21 40.37259(N)    112 02 55.75191(W)     ADJUSTED  
 AJ3746* NAVD 88     -       397.74   (meters)    1304.9    (feet)  GPS OBS   
 AJ3746  ___________________________________________________________________
 AJ3746  X           -  -2,001,935.877 (meters)                     COMP
 AJ3746  Y           -  -4,942,835.209 (meters)                     COMP
 AJ3746  Z           -   3,487,690.371 (meters)                     COMP
 AJ3746  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3746  ELLIP HEIGHT-         367.97  (meters)          (04/12/01) GPS OBS
 AJ3746  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AJ3746
 AJ3746  HORZ ORDER  -  B
 AJ3746  ELLP ORDER  -  THIRD     CLASS II
 AJ3746
 AJ3746.The horizontal coordinates were established by GPS observations
 AJ3746.and adjusted by the National Geodetic Survey in April 2001..
 AJ3746
 AJ3746.The orthometric height was determined by GPS observations and a
 AJ3746.high-resolution geoid model using precise GPS observation and
 AJ3746.processing techniques.
 AJ3746
 AJ3746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3746
 AJ3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3746
 AJ3746.The ellipsoidal height was determined by GPS observations
 AJ3746.and is referenced to NAD 83.
 AJ3746
 AJ3746.The geoid height was determined by GEOID03.
 AJ3746
 AJ3746;                    North         East     Units Scale Factor Converg.
 AJ3746;SPC AZ C     -   261,816.809   201,061.644   MT  0.99990186   -0 04 21.6
 AJ3746;SPC AZ C     -   858,979.03    659,651.06   iFT  0.99990186   -0 04 21.6
 AJ3746;UTM  12      - 3,691,823.552   402,422.618   MT  0.99971739   -0 34 36.5
 AJ3746
 AJ3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3746!SPC AZ C     -   0.99994223  x   0.99990186  =   0.99984410
 AJ3746!UTM  12      -   0.99994223  x   0.99971739  =   0.99965964
 AJ3746
 AJ3746                          SUPERSEDED SURVEY CONTROL
 AJ3746
 AJ3746.No superseded survey control is available for this station.
 AJ3746
 AJ3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0242391824(NAD 83)
 AJ3746_MARKER: DD = SURVEY DISK
 AJ3746_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3746_STAMPING: 2AF4 1999
 AJ3746_MARK LOGO: MCDOT 
 AJ3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3746+STABILITY: POSITION/ELEVATION WELL
 AJ3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3746+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AJ3746
 AJ3746  HISTORY     - Date     Condition        Report By
 AJ3746  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3746  HISTORY     - 20051020 GOOD             MCDOT
 AJ3746  HISTORY     - 20051020 GOOD             MCDOT
 AJ3746
 AJ3746                          STATION DESCRIPTION
 AJ3746
 AJ3746'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3746'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3746'RANGE 03 EAST, SECTION 09
 AJ3746'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3746'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND 24TH STREET (EXIT
 AJ3746'150B) , DRIVE SOUTH ON 24TH STREET FOR 3. ROAD THENCE, TURN RIGHT
 AJ3746'(SOUTH) ONTO BASELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO 16TH STREET
 AJ3746'THENCE, TURN LEFT (SOUTH) ONTO 16TH STREET AND DRIVE 1.0 MI (1.6 KM)
 AJ3746'TO THE INTERSECTION OF DOBBINS ROAD AND WINKWISE WAY (A DIRT ROAD)
 AJ3746'THENCE, DRIVE (SOUTH) THRU DOBBINS ROAD ONTO WINKWISE WAY AND DRIVE
 AJ3746'0.1 MI (0.2 KM) PARK AND HIKE 190 FT (57.9 M) UPHILL AND SOUTH TO THE
 AJ3746'POINT AS DESCRIBED
 AJ3746'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3746'COUNTY D.O.T.  BRASS DISK, STAMPED (NOT KNOWN) , SET IN ROCK OUT CROP,
 AJ3746'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3746'STATION TIES
 AJ3746'12.1 FEET (3.7 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3746'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3746'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3746
 AJ3746                          STATION RECOVERY (2005)
 AJ3746
 AJ3746'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3746'*********** VERY IMPORTANT *******************
 AJ3746'ALTHOUGH THIS STATION IS IN THE CITY OF PHOENIX PARK YOU MUST TRAVEL
 AJ3746'OVER PRIVATE LAND TO ACCESS THE MONUMENT. IF YOU WANT TO USE THIS
 AJ3746'POINT IT IS IMPARITIVE YOU NOTIFY, GAIN PERMISSION AND SCHEDULE A TIME
 AJ3746'WITH THE LAND OWNER'S REPRESENTIVE.
 AJ3746'PLEASE SEND A LETTER WITH YOUR CONTACT INFORMATION TO-
 AJ3746' 
 AJ3746'BILL WIESS
 AJ3746'RE 2AF4 SURVEY CONTROL MONUMENT
 AJ3746'1535 E. DOBBINS ROAD
 AJ3746'PHOENIX  85042
 AJ3746' 
 AJ3746'THANK YOU FOR YOUR UNDERSTANDING.
 AJ3746'BRIAN DALAGER RLS
 AJ3746' 
 AJ3746
 AJ3746                          STATION RECOVERY (2005)
 AJ3746
 AJ3746'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3746'ALTHOUGH THIS STATION IS IN THE CITY OF PHOENIX PARK YOU MUST TRAVEL
 AJ3746'OVER PRIVATE LAND TO ACCESS THE MONUMENT. IF YOU WANT TO USE THIS
 AJ3746'POINT IT IS IMPARITIVE YOU NOTIFY, GAIN PERMISSION AND SCHEDULE A TIME
 AJ3746'WITH THE LAND OWNER'S REPRESENTIVE.
 AJ3746'PLEASE SEND A LETTER WITH YOUR CONTACT INFORMATION TO-
 AJ3746' 
 AJ3746'BILL WIESS
 AJ3746'1535 E. DOBBINS ROAD
 AJ3746'PHOENIX  85042
 AJ3746' 
 AJ3746'THANK FOR YOUR UNDERSTANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3971 ***********************************************************************
 AJ3971  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3971  DESIGNATION -  2AM1
 AJ3971  PID         -  AJ3971
 AJ3971  STATE/COUNTY-  AZ/MARICOPA
 AJ3971  USGS QUAD   -  BUCKHORN (1982)
 AJ3971
 AJ3971                         *CURRENT SURVEY CONTROL
 AJ3971  ___________________________________________________________________
 AJ3971* NAD 83(1992)-  33 22 45.05180(N)    111 41 48.30446(W)     ADJUSTED  
 AJ3971* NAVD 88     -       408.39   (meters)    1339.9    (feet)  GPS OBS   
 AJ3971  ___________________________________________________________________
 AJ3971  X           -  -1,971,123.840 (meters)                     COMP
 AJ3971  Y           -  -4,954,033.121 (meters)                     COMP
 AJ3971  Z           -   3,489,360.551 (meters)                     COMP
 AJ3971  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AJ3971  ELLIP HEIGHT-         378.75  (meters)          (04/12/01) GPS OBS
 AJ3971  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AJ3971
 AJ3971  HORZ ORDER  -  B
 AJ3971  ELLP ORDER  -  THIRD     CLASS II
 AJ3971
 AJ3971.The horizontal coordinates were established by GPS observations
 AJ3971.and adjusted by the National Geodetic Survey in April 2001..
 AJ3971
 AJ3971.The orthometric height was determined by GPS observations and a
 AJ3971.high-resolution geoid model using precise GPS observation and
 AJ3971.processing techniques.
 AJ3971
 AJ3971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3971
 AJ3971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3971
 AJ3971.The ellipsoidal height was determined by GPS observations
 AJ3971.and is referenced to NAD 83.
 AJ3971
 AJ3971.The geoid height was determined by GEOID03.
 AJ3971
 AJ3971;                    North         East     Units Scale Factor Converg.
 AJ3971;SPC AZ C     -   263,823.092   233,821.418   MT  0.99990516   +0 07 15.6
 AJ3971;SPC AZ C     -   865,561.33    767,130.64   iFT  0.99990516   +0 07 15.6
 AJ3971;UTM  12      - 3,693,541.079   435,191.602   MT  0.99965178   -0 23 00.1
 AJ3971
 AJ3971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3971!SPC AZ C     -   0.99994054  x   0.99990516  =   0.99984571
 AJ3971!UTM  12      -   0.99994054  x   0.99965178  =   0.99959234
 AJ3971
 AJ3971                          SUPERSEDED SURVEY CONTROL
 AJ3971
 AJ3971.No superseded survey control is available for this station.
 AJ3971
 AJ3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3519293541(NAD 83)
 AJ3971_MARKER: I = METAL ROD
 AJ3971_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3971+WITH SETTING: INFORMATION.
 AJ3971_STAMPING: 2AM1
 AJ3971_MARK LOGO: MCDOT 
 AJ3971_PROJECTION: FLUSH
 AJ3971_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3971+STABILITY: POSITION/ELEVATION WELL
 AJ3971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3971+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3971_ROD/PIPE-DEPTH:  1.8 meters
 AJ3971_SLEEVE-DEPTH  :  0.8 meters
 AJ3971
 AJ3971  HISTORY     - Date     Condition        Report By
 AJ3971  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3971
 AJ3971                          STATION DESCRIPTION
 AJ3971
 AJ3971'DESCRIBED BY MARICOPA CO DOT 1999 (JRJ)
 AJ3971'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF GILBERT,
 AJ3971'TOWNSHIP 01 SOUTH, RANGE 06 EAST, SECTION 01
 AJ3971'OWNERSHIP - ROOSEVELT WATER CONSERVATION DISTRICT
 AJ3971'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND POWER ROAD
 AJ3971'(EXIT 188) , DRIVE SOUTH ON POWER ROAD FOR 0.5 MI (0.8 KM) TO BASELINE
 AJ3971'ROAD, THENCE TURN RIGHT (WEST) ON TO BASELINE ROAD AND DRIVE WEST FOR
 AJ3971'0.5 MI (0.8 KM) TO A BRIDGE OVER EAST MARICOPA FLOODWAY AND THE
 AJ3971'STATION ON THE LEFT (SOUTH) AS DESCRIBED
 AJ3971'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3971'COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3971'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3971'WITH A COUNTY LOGO ACCESS COVER STAMPED 2AM1, SURROUNDED WITH A
 AJ3971'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3971'MARKER
 AJ3971'STATION TIES -
 AJ3971'70 FT (21.3 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3971'60 FT (18.3 M) EAST OF ROOSEVELT WATER CONSERVATION DISTRICT CANAL
 AJ3971'39 FT (11.9 M) NORTHEAST AN ELECTRIC VAULT
 AJ3971'16 FT (4.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE CROSSING
 AJ3971'OVER THE EAST MARICOPA FLOODWAY
 AJ3971'7 FT (2.1 M) SOUTH OF FENCE
 AJ3971'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3971'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3740 ***********************************************************************
 AJ3740  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3740  DESIGNATION -  2AQ2
 AJ3740  PID         -  AJ3740
 AJ3740  STATE/COUNTY-  AZ/PINAL
 AJ3740  USGS QUAD   -  GOLDFIELD (1981)
 AJ3740
 AJ3740                         *CURRENT SURVEY CONTROL
 AJ3740  ___________________________________________________________________
 AJ3740* NAD 83(1992)-  33 22 46.99368(N)    111 29 05.41099(W)     ADJUSTED  
 AJ3740* NAVD 88     -       602.60   (meters)    1977.0    (feet)  GPS OBS   
 AJ3740  ___________________________________________________________________
 AJ3740  X           -  -1,952,834.823 (meters)                     COMP
 AJ3740  Y           -  -4,961,410.242 (meters)                     COMP
 AJ3740  Z           -   3,489,517.595 (meters)                     COMP
 AJ3740  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 AJ3740  ELLIP HEIGHT-         573.38  (meters)          (04/12/01) GPS OBS
 AJ3740  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AJ3740
 AJ3740  HORZ ORDER  -  B
 AJ3740  ELLP ORDER  -  THIRD     CLASS II
 AJ3740
 AJ3740.The horizontal coordinates were established by GPS observations
 AJ3740.and adjusted by the National Geodetic Survey in April 2001..
 AJ3740
 AJ3740.The orthometric height was determined by GPS observations and a
 AJ3740.high-resolution geoid model using precise GPS observation and
 AJ3740.processing techniques.
 AJ3740
 AJ3740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3740
 AJ3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3740
 AJ3740.The ellipsoidal height was determined by GPS observations
 AJ3740.and is referenced to NAD 83.
 AJ3740
 AJ3740.The geoid height was determined by GEOID03.
 AJ3740
 AJ3740;                    North         East     Units Scale Factor Converg.
 AJ3740;SPC AZ C     -   263,944.612   253,538.308   MT  0.99991990   +0 14 15.3
 AJ3740;SPC AZ C     -   865,960.01    831,818.60   iFT  0.99991990   +0 14 15.3
 AJ3740;UTM  12      - 3,693,489.055   454,903.394   MT  0.99962507   -0 16 00.3
 AJ3740
 AJ3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3740!SPC AZ C     -   0.99990999  x   0.99991990  =   0.99982990
 AJ3740!UTM  12      -   0.99990999  x   0.99962507  =   0.99953509
 AJ3740
 AJ3740                          SUPERSEDED SURVEY CONTROL
 AJ3740
 AJ3740.No superseded survey control is available for this station.
 AJ3740
 AJ3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5490393489(NAD 83)
 AJ3740_MARKER: DD = SURVEY DISK
 AJ3740_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3740_STAMPING: 2AQ2 SILLY MOUNTAIN
 AJ3740_MARK LOGO: MCDOT 
 AJ3740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3740+STABILITY: POSITION/ELEVATION WELL
 AJ3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3740+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3740
 AJ3740  HISTORY     - Date     Condition        Report By
 AJ3740  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3740
 AJ3740                          STATION DESCRIPTION
 AJ3740
 AJ3740'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3740'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 01 SOUTH, RANGE
 AJ3740'08 EAST, SECTION 1
 AJ3740'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3740'TO REACH THE STATION FROM THE JUNCTION OF US SR60 AND COUNTRY CLUB
 AJ3740'DRIVE (SR87) (EXIT 179) , DRIVE EAST ON SR60 FOR ABOUT 22 MI (35.4 KM)
 AJ3740'TO SILLY MOUNTAIN ROAD AT MILE POST 200 THENCE, TURN LEFT (NORTHEAST)
 AJ3740'ONTO SILLY MOUNTAIN ROAD AND DRIVE 500 FEET (152.4 M) ALONG A FENCE
 AJ3740'LINE TO A LOCKED GATE ON THE RIGHT (EAST) SIDE ON ROAD, PARK AT GATE
 AJ3740'AND HIKE EAST TOWARDS THE TOP OF SILLY MOUNTAIN (YOU WILL HIKE PAST
 AJ3740'SOME LARGE ROCKS ON THE TRAIL ON THE WAY UP AND VEER RIGHT AT THE FORK
 AJ3740'AFTER THE ROCKS) AND TO THE STATION AS DESCRIBED
 AJ3740'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3740'COUNTY D.O.T.  BRASS DISK, STAMPED SILLY MOUNTAIN 2AQ2, SET IN BEDROCK
 AJ3740'STATION TIES
 AJ3740'8.0 FT (2.4 M) WEST OF WHITE CARSONITE MARKER
 AJ3740'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3740'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3647 ***********************************************************************
 AJ3647  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3647  DESIGNATION -  2BD1
 AJ3647  PID         -  AJ3647
 AJ3647  STATE/COUNTY-  AZ/MARICOPA
 AJ3647  USGS QUAD   -  LAVEEN (1973)
 AJ3647
 AJ3647                         *CURRENT SURVEY CONTROL
 AJ3647  ___________________________________________________________________
 AJ3647* NAD 83(1992)-  33 20 01.92424(N)    112 08 44.81356(W)     ADJUSTED  
 AJ3647* NAVD 88     -       360.36   (meters)    1182.3    (feet)  GPS OBS   
 AJ3647  ___________________________________________________________________
 AJ3647  X           -  -2,010,914.504 (meters)                     COMP
 AJ3647  Y           -  -4,940,955.643 (meters)                     COMP
 AJ3647  Z           -   3,485,135.956 (meters)                     COMP
 AJ3647  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AJ3647  ELLIP HEIGHT-         330.47  (meters)          (04/12/01) GPS OBS
 AJ3647  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AJ3647
 AJ3647  HORZ ORDER  -  B
 AJ3647  ELLP ORDER  -  THIRD     CLASS II
 AJ3647
 AJ3647.The horizontal coordinates were established by GPS observations
 AJ3647.and adjusted by the National Geodetic Survey in April 2001..
 AJ3647
 AJ3647.The orthometric height was determined by GPS observations and a
 AJ3647.high-resolution geoid model using precise GPS observation and
 AJ3647.processing techniques.
 AJ3647
 AJ3647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3647
 AJ3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3647
 AJ3647.The ellipsoidal height was determined by GPS observations
 AJ3647.and is referenced to NAD 83.
 AJ3647
 AJ3647.The geoid height was determined by GEOID03.
 AJ3647
 AJ3647;                    North         East     Units Scale Factor Converg.
 AJ3647;SPC AZ C     -   258,799.699   192,031.594   MT  0.99990561   -0 07 33.3
 AJ3647;SPC AZ C     -   849,080.38    630,024.91   iFT  0.99990561   -0 07 33.3
 AJ3647;UTM  12      - 3,688,886.498   393,367.965   MT  0.99974018   -0 37 46.9
 AJ3647
 AJ3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3647!SPC AZ C     -   0.99994812  x   0.99990561  =   0.99985374
 AJ3647!UTM  12      -   0.99994812  x   0.99974018  =   0.99968831
 AJ3647
 AJ3647                          SUPERSEDED SURVEY CONTROL
 AJ3647
 AJ3647.No superseded survey control is available for this station.
 AJ3647
 AJ3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9336888886(NAD 83)
 AJ3647_MARKER: I = METAL ROD
 AJ3647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3647+WITH SETTING: INFORMATION.
 AJ3647_STAMPING: 2BD1 1999
 AJ3647_MARK LOGO: MCDOT 
 AJ3647_PROJECTION: FLUSH
 AJ3647_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3647+STABILITY: POSITION/ELEVATION WELL
 AJ3647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3647+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3647_ROD/PIPE-DEPTH:  1.1 meters
 AJ3647_SLEEVE-DEPTH  :  0.8 meters
 AJ3647
 AJ3647  HISTORY     - Date     Condition        Report By
 AJ3647  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3647
 AJ3647                          STATION DESCRIPTION
 AJ3647
 AJ3647'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3647'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX SOUTH MOUNTAIN PARK,
 AJ3647'TOWNSHIP 01 SOUTH, RANGE 02 EAST, SECTION 22
 AJ3647'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3647'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 51ST AVENUE (EXIT
 AJ3647'139) , DRIVE SOUTH ON 51ST AVENUE FOR 8.75 MI (14.08 KM) TO ESTRELLA
 AJ3647'DRIVE, THENCE TURN LEFT (EAST) DRIVE 1.0 MI (1.6 KM) TO 43RD AVENUE,
 AJ3647'CONTINUE EAST ALONG ESTRELLA DRIVE 0.4 MI (0.6 KM) AND PARK ON THE
 AJ3647'ROCK LINED ROAD AT THIS LOCATION THE STATION IS SET IN DESERT GRAVEL
 AJ3647'AREA ABOUT 30 FEET (9.1 M) SOUTHEASTERLY AS DESCRIBED
 AJ3647'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3647'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3647'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3647'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BD1 1999, SURROUNDED WITH A
 AJ3647'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3647'MARKER
 AJ3647'STATION TIES
 AJ3647'93 FEET (28.3 M) SOUTHEAST OF THE SOUTHEAST MOST FENCE CORNER OF THE O
 AJ3647'S RANCH LOT
 AJ3647'53 FEET (16.2 M) SOUTHEAST OF THE ALUMINUM CAP MARKER FOR THE CITY OF
 AJ3647'PHOENIX MOUNTAIN PRESERVE
 AJ3647'5.15 FEET (1.57 M) WEST OF A WHITE CARSONITE MARKER
 AJ3647'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3647'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3648 ***********************************************************************
 AJ3648  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3648  DESIGNATION -  2BF3
 AJ3648  PID         -  AJ3648
 AJ3648  STATE/COUNTY-  AZ/MARICOPA
 AJ3648  USGS QUAD   -  LONE BUTTE (1973)
 AJ3648
 AJ3648                         *CURRENT SURVEY CONTROL
 AJ3648  ___________________________________________________________________
 AJ3648* NAD 83(1992)-  33 19 15.59047(N)    112 03 26.23857(W)     ADJUSTED  
 AJ3648* NAVD 88     -       440.74   (meters)    1446.0    (feet)  GPS OBS   
 AJ3648  ___________________________________________________________________
 AJ3648  X           -  -2,003,600.621 (meters)                     COMP
 AJ3648  Y           -  -4,944,844.843 (meters)                     COMP
 AJ3648  Z           -   3,483,987.390 (meters)                     COMP
 AJ3648  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3648  ELLIP HEIGHT-         410.95  (meters)          (04/12/01) GPS OBS
 AJ3648  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3648
 AJ3648  HORZ ORDER  -  B
 AJ3648  ELLP ORDER  -  THIRD     CLASS II
 AJ3648
 AJ3648.The horizontal coordinates were established by GPS observations
 AJ3648.and adjusted by the National Geodetic Survey in April 2001..
 AJ3648
 AJ3648.The orthometric height was determined by GPS observations and a
 AJ3648.high-resolution geoid model using precise GPS observation and
 AJ3648.processing techniques.
 AJ3648
 AJ3648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3648
 AJ3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3648
 AJ3648.The ellipsoidal height was determined by GPS observations
 AJ3648.and is referenced to NAD 83.
 AJ3648
 AJ3648.The geoid height was determined by GEOID03.
 AJ3648
 AJ3648;                    North         East     Units Scale Factor Converg.
 AJ3648;SPC AZ C     -   257,357.763   200,267.536   MT  0.99990211   -0 04 38.1
 AJ3648;SPC AZ C     -   844,349.62    657,045.72   iFT  0.99990211   -0 04 38.1
 AJ3648;UTM  12      - 3,687,372.480   401,589.480   MT  0.99971940   -0 34 51.0
 AJ3648
 AJ3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3648!SPC AZ C     -   0.99993549  x   0.99990211  =   0.99983760
 AJ3648!UTM  12      -   0.99993549  x   0.99971940  =   0.99965490
 AJ3648
 AJ3648                          SUPERSEDED SURVEY CONTROL
 AJ3648
 AJ3648.No superseded survey control is available for this station.
 AJ3648
 AJ3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0158987372(NAD 83)
 AJ3648_MARKER: I = METAL ROD
 AJ3648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3648_STAMPING: 2BF3 1999
 AJ3648_MARK LOGO: MCDOT 
 AJ3648_PROJECTION: FLUSH
 AJ3648_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3648+STABILITY: POSITION/ELEVATION WELL
 AJ3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3648+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3648_ROD/PIPE-DEPTH:  4.0 meters
 AJ3648_SLEEVE-DEPTH  :  0.8 meters
 AJ3648
 AJ3648  HISTORY     - Date     Condition        Report By
 AJ3648  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3648  HISTORY     - 20051019 GOOD             USPSQD
 AJ3648
 AJ3648                          STATION DESCRIPTION
 AJ3648
 AJ3648'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3648'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX IN THE AHWATUKEE
 AJ3648'COMMUNITY, TOWNSHIP 01 SOUTH, RANGE 03 EAST, SECTION 21
 AJ3648'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3648'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3648'160) , DRIVE WEST ON CHANDLER BLVD 5.0 MI (8.0 KM) TO DESERT HILLS
 AJ3648'DRIVE, THENCE TURN RIGHT (NORTH) ON DESERT HILLS DRIVE AND DRIVE 1.1
 AJ3648'MI (1.8 KM) ALONG DESERT HILLS DRIVE AS THE ROAD BENDS TO THE
 AJ3648'NORTHWEST TO A DIRT ROAD ON THE RIGHT (NORTHEAST) (RIGHT BEFORE A
 AJ3648'LARGE MAN MADE ROCK LINED DRAINAGE CHANNEL), THENCE TURN RIGHT
 AJ3648'(NORTHEAST) AND DRIVE OVER THE CURB ON TO THE DIRT ROAD AND DRIVE
 AJ3648'NORTHEASTERLY ALONG THE UN-IMPROVED ROAD 0.2 MI (0.3 KM) TO THE
 AJ3648'INTERSECTION OF A NORTH-SOUTH POWER LINE AND A NO VEHICLE TRAVEL SIGN
 AJ3648'AND PARK, THENCE WALK ALONG THE ROAD EASTERLY THEN BENDS TO THE NORTH
 AJ3648'AND TRAVELS NORTHERLY FOR 0.2 MI (0.3 KM) PAST 4 POWER POLES AND ABOUT
 AJ3648'3/4 OF THE DISTANCE TO THE 5TH POLE, THE STATION IS ABOUT 110 FEET
 AJ3648'(33.5 M) WEST OF THE UN-IMPROVED ROAD AND WEST OF THE POWER LINE, AT
 AJ3648'THIS LOCATION THE STATION IS SET IN A NATURAL DESERT AREA AS DESCRIBED
 AJ3648'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3648'COMPRESSED ON A 13 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3648'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3648'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BF3 1999, SURROUNDED WITH A
 AJ3648'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3648'MARKER STATION TIES
 AJ3648'110 FEET (33.5 M) WEST OF THE UN-IMPROVED ROAD (ROAD IS WEST OF THE
 AJ3648'POWER LINES AT THIS POINT)
 AJ3648'42 FEET (12.8 M) SOUTHEAST OF THE NEAREST SAGUARO CACTUS
 AJ3648'6 FEET (1.8 M) SOUTHEAST THE WHITE CARSONITE MARKER
 AJ3648'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3648'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3648
 AJ3648                          STATION RECOVERY (2005)
 AJ3648
 AJ3648'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 AJ3648'RECOVERED IN GOOD CONDITION. HOWEVER WITH NEW DEVELOPMENT TO THE AREA
 AJ3648'THE GPS IS NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3664 ***********************************************************************
 AJ3664  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3664  DESIGNATION -  2BG3
 AJ3664  PID         -  AJ3664
 AJ3664  STATE/COUNTY-  AZ/MARICOPA
 AJ3664  USGS QUAD   -  LONE BUTTE (1973)
 AJ3664
 AJ3664                         *CURRENT SURVEY CONTROL
 AJ3664  ___________________________________________________________________
 AJ3664* NAD 83(1992)-  33 20 17.06633(N)    112 00 57.63735(W)     ADJUSTED  
 AJ3664* NAVD 88     -       446.36   (meters)    1464.4    (feet)  GPS OBS   
 AJ3664  ___________________________________________________________________
 AJ3664  X           -  -1,999,649.286 (meters)                     COMP
 AJ3664  Y           -  -4,945,326.588 (meters)                     COMP
 AJ3664  Z           -   3,485,573.064 (meters)                     COMP
 AJ3664  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ3664  ELLIP HEIGHT-         416.61  (meters)          (04/12/01) GPS OBS
 AJ3664  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3664
 AJ3664  HORZ ORDER  -  B
 AJ3664  ELLP ORDER  -  THIRD     CLASS II
 AJ3664
 AJ3664.The horizontal coordinates were established by GPS observations
 AJ3664.and adjusted by the National Geodetic Survey in April 2001..
 AJ3664
 AJ3664.The orthometric height was determined by GPS observations and a
 AJ3664.high-resolution geoid model using precise GPS observation and
 AJ3664.processing techniques.
 AJ3664
 AJ3664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3664
 AJ3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3664
 AJ3664.The ellipsoidal height was determined by GPS observations
 AJ3664.and is referenced to NAD 83.
 AJ3664
 AJ3664.The geoid height was determined by GEOID03.
 AJ3664
 AJ3664;                    North         East     Units Scale Factor Converg.
 AJ3664;SPC AZ C     -   259,247.129   204,112.503   MT  0.99990105   -0 03 16.5
 AJ3664;SPC AZ C     -   850,548.32    669,660.44   iFT  0.99990105   -0 03 16.5
 AJ3664;UTM  12      - 3,689,227.623   405,450.187   MT  0.99971022   -0 33 30.3
 AJ3664
 AJ3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3664!SPC AZ C     -   0.99993460  x   0.99990105  =   0.99983565
 AJ3664!UTM  12      -   0.99993460  x   0.99971022  =   0.99964484
 AJ3664
 AJ3664                          SUPERSEDED SURVEY CONTROL
 AJ3664
 AJ3664.No superseded survey control is available for this station.
 AJ3664
 AJ3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0545089228(NAD 83)
 AJ3664_MARKER: DD = SURVEY DISK
 AJ3664_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3664_MARK LOGO: MCDOT 
 AJ3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3664+STABILITY: POSITION/ELEVATION WELL
 AJ3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3664+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3664
 AJ3664  HISTORY     - Date     Condition        Report By
 AJ3664  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3664
 AJ3664                          STATION DESCRIPTION
 AJ3664
 AJ3664'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3664'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3664'RANGE 03 EAST, SECTION 14
 AJ3664'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3664'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND ELLIOT (EXIT 157)
 AJ3664'DRIVE WESTERLY THEN SOUTHERLY ON ELLIOT FOR 1.3 MI (2.1 KM) TO
 AJ3664'EQUESTRIAN TRAIL THENCE, TURN RIGHT (WEST) ONTO EQUESTRIAN TRAIL AND
 AJ3664'DRIVE 2.0 MI (3.2 KM) TO AN OCHRE COLORED CONCRETE DRIVE (LOCATED
 AJ3664'BETWEEN TWO HOUSES AT THE JUNCTURE OF EQUESTRIAN DRIVE AND KACHINA
 AJ3664'DRIVE), THENCE CONTINUE STRAIGHT FOR 0.4 MI (0.6 KM) ON THE CONCRETE
 AJ3664'DRIVE AS IT TRANSITIONS TO A DIRT TRAIL (BIKE PATH) IN A WESTERLY THEN
 AJ3664'SOUTHERLY DIRECTION TO THE STATION ON THE LEFT AS DESCRIBED
 AJ3664'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3664'COUNTY D.O.T.  BRASS DISK, STAMPED (2BG3) , SET IN ROCK OUT CROP,
 AJ3664'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3664'STATION TIES
 AJ3664'70 FT (21.3 M) WEST OF DIRT TRAIL
 AJ3664'20.7 FEET (6.3 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3664'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3664'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3649 ***********************************************************************
 AJ3649  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3649  DESIGNATION -  2BH1
 AJ3649  PID         -  AJ3649
 AJ3649  STATE/COUNTY-  AZ/MARICOPA
 AJ3649  USGS QUAD   -  GUADALUPE (1982)
 AJ3649
 AJ3649                         *CURRENT SURVEY CONTROL
 AJ3649  ___________________________________________________________________
 AJ3649* NAD 83(1992)-  33 19 45.32215(N)    111 56 42.63137(W)     ADJUSTED  
 AJ3649* NAVD 88     -       360.91   (meters)    1184.1    (feet)  GPS OBS   
 AJ3649  ___________________________________________________________________
 AJ3649  X           -  -1,993,707.995 (meters)                     COMP
 AJ3649  Y           -  -4,948,227.239 (meters)                     COMP
 AJ3649  Z           -   3,484,708.944 (meters)                     COMP
 AJ3649  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3649  ELLIP HEIGHT-         331.12  (meters)          (04/12/01) GPS OBS
 AJ3649  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3649
 AJ3649  HORZ ORDER  -  B
 AJ3649  ELLP ORDER  -  THIRD     CLASS II
 AJ3649
 AJ3649.The horizontal coordinates were established by GPS observations
 AJ3649.and adjusted by the National Geodetic Survey in April 2001..
 AJ3649
 AJ3649.The orthometric height was determined by GPS observations and a
 AJ3649.high-resolution geoid model using precise GPS observation and
 AJ3649.processing techniques.
 AJ3649
 AJ3649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3649
 AJ3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3649
 AJ3649.The ellipsoidal height was determined by GPS observations
 AJ3649.and is referenced to NAD 83.
 AJ3649
 AJ3649.The geoid height was determined by GEOID03.
 AJ3649
 AJ3649;                    North         East     Units Scale Factor Converg.
 AJ3649;SPC AZ C     -   258,265.194   210,705.974   MT  0.99990009   -0 00 56.4
 AJ3649;SPC AZ C     -   847,326.75    691,292.57   iFT  0.99990009   -0 00 56.4
 AJ3649;UTM  12      - 3,688,187.962   412,033.468   MT  0.99969540   -0 31 09.7
 AJ3649
 AJ3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3649!SPC AZ C     -   0.99994802  x   0.99990009  =   0.99984811
 AJ3649!UTM  12      -   0.99994802  x   0.99969540  =   0.99964343
 AJ3649
 AJ3649                          SUPERSEDED SURVEY CONTROL
 AJ3649
 AJ3649.No superseded survey control is available for this station.
 AJ3649
 AJ3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1203388188(NAD 83)
 AJ3649_MARKER: I = METAL ROD
 AJ3649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3649_STAMPING: 2BH1 1999
 AJ3649_MARK LOGO: MCDOT 
 AJ3649_PROJECTION: FLUSH
 AJ3649_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3649+STABILITY: POSITION/ELEVATION WELL
 AJ3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3649+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3649_ROD/PIPE-DEPTH:  4.6 meters
 AJ3649_SLEEVE-DEPTH  :  0.8 meters
 AJ3649
 AJ3649  HISTORY     - Date     Condition        Report By
 AJ3649  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3649
 AJ3649                          STATION DESCRIPTION
 AJ3649
 AJ3649'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3649'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 SOUTH,
 AJ3649'RANGE 04 EAST, SECTION 22
 AJ3649'OWNERSHIP - SRP
 AJ3649'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND WARNER ROAD (EXIT
 AJ3649'158) , DRIVE EAST ON WARNER ROAD 1.5 MI (2.4 KM) TO KYRENE ROAD, TURN
 AJ3649'RIGHT (SOUTH) ON KYRENE ROAD AND DRIVE 0.3 MI (0.4KM) AND TURN LEFT
 AJ3649'(EAST) INTO A LANDSCAPED WATER RETENTION AREA NORTH OF AN SRP WELL
 AJ3649'SITE AND PARK, THE STATION IS AS DESCRIBED
 AJ3649'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3649'COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3649'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3649'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BH1 1999, SURROUNDED WITH A
 AJ3649'CONCRETE COLLAR FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3649'STATION TIES
 AJ3649'77 FEET (23.5 M) EAST OF THE SPLIT RAIL FENCE PARALLELING KYRENE ROAD
 AJ3649'(THE FENCE IS BEING ON THE WEST SIDE OF THE WATER RETENTION AREA)
 AJ3649'49 FEET (14.9 M) WEST OF THE SPLIT RAIL FENCE ON THE EAST SIDE OF THE
 AJ3649'WATER RETENTION AREA PROPERTY
 AJ3649'36 FEET (11.0 M) SOUTH OF THE SHOULDER OF THE RETENTION BASIN
 AJ3649'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3649'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3650 ***********************************************************************
 AJ3650  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3650  DESIGNATION -  2BJ1
 AJ3650  PID         -  AJ3650
 AJ3650  STATE/COUNTY-  AZ/MARICOPA
 AJ3650  USGS QUAD   -  CHANDLER (1981)
 AJ3650
 AJ3650                         *CURRENT SURVEY CONTROL
 AJ3650  ___________________________________________________________________
 AJ3650* NAD 83(1992)-  33 20 05.30505(N)    111 50 23.00337(W)     ADJUSTED  
 AJ3650* NAVD 88     -       368.75   (meters)    1209.8    (feet)  GPS OBS   
 AJ3650  ___________________________________________________________________
 AJ3650  X           -  -1,984,474.032 (meters)                     COMP
 AJ3650  Y           -  -4,951,580.260 (meters)                     COMP
 AJ3650  Z           -   3,485,227.615 (meters)                     COMP
 AJ3650  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AJ3650  ELLIP HEIGHT-         338.90  (meters)          (04/12/01) GPS OBS
 AJ3650  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AJ3650
 AJ3650  HORZ ORDER  -  B
 AJ3650  ELLP ORDER  -  THIRD     CLASS II
 AJ3650
 AJ3650.The horizontal coordinates were established by GPS observations
 AJ3650.and adjusted by the National Geodetic Survey in April 2001..
 AJ3650
 AJ3650.The orthometric height was determined by GPS observations and a
 AJ3650.high-resolution geoid model using precise GPS observation and
 AJ3650.processing techniques.
 AJ3650
 AJ3650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3650
 AJ3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3650
 AJ3650.The ellipsoidal height was determined by GPS observations
 AJ3650.and is referenced to NAD 83.
 AJ3650
 AJ3650.The geoid height was determined by GEOID03.
 AJ3650
 AJ3650;                    North         East     Units Scale Factor Converg.
 AJ3650;SPC AZ C     -   258,883.055   220,522.622   MT  0.99990063   +0 02 32.2
 AJ3650;SPC AZ C     -   849,353.85    723,499.42   iFT  0.99990063   +0 02 32.2
 AJ3650;UTM  12      - 3,688,719.381   421,853.056   MT  0.99967529   -0 27 41.3
 AJ3650
 AJ3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3650!SPC AZ C     -   0.99994680  x   0.99990063  =   0.99984743
 AJ3650!UTM  12      -   0.99994680  x   0.99967529  =   0.99962210
 AJ3650
 AJ3650                          SUPERSEDED SURVEY CONTROL
 AJ3650
 AJ3650.No superseded survey control is available for this station.
 AJ3650
 AJ3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2185388719(NAD 83)
 AJ3650_MARKER: I = METAL ROD
 AJ3650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3650_STAMPING: 2BJ1 1999
 AJ3650_MARK LOGO: MCDOT 
 AJ3650_PROJECTION: FLUSH
 AJ3650_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3650+STABILITY: POSITION/ELEVATION WELL
 AJ3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3650+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3650_ROD/PIPE-DEPTH:  3.7 meters
 AJ3650_SLEEVE-DEPTH  :  0.8 meters
 AJ3650
 AJ3650  HISTORY     - Date     Condition        Report By
 AJ3650  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3650
 AJ3650                          STATION DESCRIPTION
 AJ3650
 AJ3650'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3650'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER , TOWNSHIP 01
 AJ3650'SOUTH, RANGE 05 EAST, SECTION 22
 AJ3650'OWNERSHIP - PRIVATE
 AJ3650'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND (EXIT 179) , DRIVE
 AJ3650'SOUTH ON ARIZONA AVENUE FOR 3.5 MI (5.6 KM) TO WARNER ROAD, THENCE
 AJ3650'EAST 0.1 MI (0.2KM) OF A MILE AND PARK, THE STATION IS SET IN GRAVEL
 AJ3650'DRAINAGE BASIN AREA ON THE SOUTH SIDE OF WARNER ROAD, THE STATION IS
 AJ3650'AS DESCRIBED
 AJ3650'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3650'COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3650'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3650'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BJ1 1999, SURROUNDED WITH A
 AJ3650'CONCRETE COLLAR FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER
 AJ3650'PLACED
 AJ3650'STATION TIES
 AJ3650'43 FEET (13.1 M) SOUTH OF THE SOUTHERLY EDGE OF THE CONCRETE DRAINAGE
 AJ3650'SLAB ON THE NORTHERLY PART OF THE DRAINAGE AREA.
 AJ3650'24 FEET (7.3 M) NORTH OF THE SOUTH EDGE OF THE RETENTION AREA (ALSO
 AJ3650'BEING A NORTHERLY EDGE OF THE PARKING LOT
 AJ3650'24 FEET (7.3 M) WEST OF THE EAST EDGE OF THE RETENTION AREA
 AJ3650'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3650'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3651 ***********************************************************************
 AJ3651  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3651  DESIGNATION -  2BL1
 AJ3651  PID         -  AJ3651
 AJ3651  STATE/COUNTY-  AZ/MARICOPA
 AJ3651  USGS QUAD   -  HIGLEY (1981)
 AJ3651
 AJ3651                         *CURRENT SURVEY CONTROL
 AJ3651  ___________________________________________________________________
 AJ3651* NAD 83(1992)-  33 20 14.29655(N)    111 44 18.29896(W)     ADJUSTED  
 AJ3651* NAVD 88     -       389.40   (meters)    1277.6    (feet)  GPS OBS   
 AJ3651  ___________________________________________________________________
 AJ3651  X           -  -1,975,665.886 (meters)                     COMP
 AJ3651  Y           -  -4,954,955.998 (meters)                     COMP
 AJ3651  Z           -   3,485,470.444 (meters)                     COMP
 AJ3651  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AJ3651  ELLIP HEIGHT-         359.61  (meters)          (04/12/01) GPS OBS
 AJ3651  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3651
 AJ3651  HORZ ORDER  -  B
 AJ3651  ELLP ORDER  -  THIRD     CLASS II
 AJ3651
 AJ3651.The horizontal coordinates were established by GPS observations
 AJ3651.and adjusted by the National Geodetic Survey in April 2001..
 AJ3651
 AJ3651.The orthometric height was determined by GPS observations and a
 AJ3651.high-resolution geoid model using precise GPS observation and
 AJ3651.processing techniques.
 AJ3651
 AJ3651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3651
 AJ3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3651
 AJ3651.The ellipsoidal height was determined by GPS observations
 AJ3651.and is referenced to NAD 83.
 AJ3651
 AJ3651.The geoid height was determined by GEOID03.
 AJ3651
 AJ3651;                    North         East     Units Scale Factor Converg.
 AJ3651;SPC AZ C     -   259,171.583   229,952.740   MT  0.99990339   +0 05 52.7
 AJ3651;SPC AZ C     -   850,300.47    754,438.12   iFT  0.99990339   +0 05 52.7
 AJ3651;UTM  12      - 3,688,924.936   431,283.128   MT  0.99965822   -0 24 21.0
 AJ3651
 AJ3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3651!SPC AZ C     -   0.99994355  x   0.99990339  =   0.99984694
 AJ3651!UTM  12      -   0.99994355  x   0.99965822  =   0.99960179
 AJ3651
 AJ3651                          SUPERSEDED SURVEY CONTROL
 AJ3651
 AJ3651.No superseded survey control is available for this station.
 AJ3651
 AJ3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3128388925(NAD 83)
 AJ3651_MARKER: I = METAL ROD
 AJ3651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3651_STAMPING: 2BL1 1999
 AJ3651_MARK LOGO: MCDOT 
 AJ3651_PROJECTION: FLUSH
 AJ3651_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3651+STABILITY: POSITION/ELEVATION WELL
 AJ3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3651+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AJ3651_ROD/PIPE-DEPTH:  6.9 meters
 AJ3651_SLEEVE-DEPTH  :  0.8 meters
 AJ3651
 AJ3651  HISTORY     - Date     Condition        Report By
 AJ3651  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3651  HISTORY     - 20060816 GOOD             SWGEOM
 AJ3651
 AJ3651                          STATION DESCRIPTION
 AJ3651
 AJ3651'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3651'THE STATION IS LOCATED WITHIN THE TOWN OF GILBERT, TOWNSHIP 01 SOUTH,
 AJ3651'RANGE 06 EAST, SECTION 16
 AJ3651'OWNERSHIP - SRP CANAL R/W
 AJ3651'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD ROAD
 AJ3651'(EXIT 185) , DRIVE SOUTH ON GREENFIELD ROAD FOR 3.3 MI (5.3 KM) TO THE
 AJ3651'NORTHWEST BANK OF THE CONSOLIDATED (EASTERN) CANAL AND PARK ON THE
 AJ3651'WEST SIDE OF THE ROAD, WALK WEST 60 FT (18.3 M) FROM THE CENTERLINE OF
 AJ3651'GREENFIELD ROAD, TO THE STATION AS DESCRIBED
 AJ3651'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3651'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3651'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3651'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BL1 1999, SURROUNDED WITH A
 AJ3651'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3651'MARKER
 AJ3651'STATION TIES
 AJ3651'60 FT (18.3 M) WEST OF THE CENTERLINE OF GREENFIELD ROAD
 AJ3651'29 FT (8.8 M) EAST OF A TELCO BOX
 AJ3651'4.5 FT (1.4 M) NORTH OF THE NORTHWESTERLY CORNER OF THE BRIDGE ON
 AJ3651'GREENFIELD ROAD CROSSING OVER THE EASTERN CANAL
 AJ3651'4.0 FT (1.2 M) NORTH OF A WHITE CARSONITE MARKER
 AJ3651'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3651'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3651
 AJ3651                          STATION RECOVERY (2006)
 AJ3651
 AJ3651'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2006 (BSF)
 AJ3651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3652 ***********************************************************************
 AJ3652  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3652  DESIGNATION -  2BN2
 AJ3652  PID         -  AJ3652
 AJ3652  STATE/COUNTY-  AZ/MARICOPA
 AJ3652  USGS QUAD   -  HIGLEY (1981)
 AJ3652
 AJ3652                         *CURRENT SURVEY CONTROL
 AJ3652  ___________________________________________________________________
 AJ3652* NAD 83(1992)-  33 20 09.15162(N)    111 38 22.83503(W)     ADJUSTED  
 AJ3652* NAVD 88     -       422.87   (meters)    1387.4    (feet)  GPS OBS   
 AJ3652  ___________________________________________________________________
 AJ3652  X           -  -1,967,166.382 (meters)                     COMP
 AJ3652  Y           -  -4,958,460.476 (meters)                     COMP
 AJ3652  Z           -   3,485,356.497 (meters)                     COMP
 AJ3652  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AJ3652  ELLIP HEIGHT-         393.25  (meters)          (04/12/01) GPS OBS
 AJ3652  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3652
 AJ3652  HORZ ORDER  -  B
 AJ3652  ELLP ORDER  -  THIRD     CLASS II
 AJ3652
 AJ3652.The horizontal coordinates were established by GPS observations
 AJ3652.and adjusted by the National Geodetic Survey in April 2001..
 AJ3652
 AJ3652.The orthometric height was determined by GPS observations and a
 AJ3652.high-resolution geoid model using precise GPS observation and
 AJ3652.processing techniques.
 AJ3652
 AJ3652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3652
 AJ3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3652
 AJ3652.The ellipsoidal height was determined by GPS observations
 AJ3652.and is referenced to NAD 83.
 AJ3652
 AJ3652.The geoid height was determined by GEOID03.
 AJ3652
 AJ3652;                    North         East     Units Scale Factor Converg.
 AJ3652;SPC AZ C     -   259,033.158   239,144.568   MT  0.99990819   +0 09 08.0
 AJ3652;SPC AZ C     -   849,846.32    784,595.04   iFT  0.99990819   +0 09 08.0
 AJ3652;UTM  12      - 3,688,705.754   440,471.041   MT  0.99964369   -0 21 05.6
 AJ3652
 AJ3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3652!SPC AZ C     -   0.99993827  x   0.99990819  =   0.99984646
 AJ3652!UTM  12      -   0.99993827  x   0.99964369  =   0.99958198
 AJ3652
 AJ3652                          SUPERSEDED SURVEY CONTROL
 AJ3652
 AJ3652.No superseded survey control is available for this station.
 AJ3652
 AJ3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4047188706(NAD 83)
 AJ3652_MARKER: I = METAL ROD
 AJ3652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3652_STAMPING: 2BN2 1999
 AJ3652_MARK LOGO: MCDOT 
 AJ3652_PROJECTION: FLUSH
 AJ3652_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3652+STABILITY: POSITION/ELEVATION WELL
 AJ3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3652+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AJ3652_ROD/PIPE-DEPTH:  6.1 meters
 AJ3652_SLEEVE-DEPTH  :  0.8 meters
 AJ3652
 AJ3652  HISTORY     - Date     Condition        Report By
 AJ3652  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3652  HISTORY     - 20050913 GOOD             SWGEOM
 AJ3652
 AJ3652                          STATION DESCRIPTION
 AJ3652
 AJ3652'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3652'THE STATION IS LOCATED ONE MILE NORTH THE CITY OF MESA WILLIAMS GATE
 AJ3652'WAY AIRPORT WITHIN A MARICOPA COUNTY ENCLAVE, TOWNSHIP 01 SOUTH, RANGE
 AJ3652'07 EAST, SECTION 16
 AJ3652'OWNERSHIP - STATE OF ARIZONA
 AJ3652'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3652'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 3.5 MI (5.6 KM) TO
 AJ3652'WARNER ROAD, THENCE TURN RIGHT (WEST) 0.2 MI (0.3 KM) AND PARK ON THE
 AJ3652'NORTH SIDE OF THE ROAD, WALK NORTH 57 FT (17.4 M) FROM THE CENTERLINE
 AJ3652'OF ELLSWORTH ROAD, TO THE STATION AS DESCRIBED
 AJ3652'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3652'COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3652'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3652'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BN2 1999, SURROUNDED WITH A
 AJ3652'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3652'MARKER
 AJ3652'STATION TIES
 AJ3652'264 FT (80.5 M) EAST FROM AN OPENING IN THE BARBED WIRE FENCE NORTH OF
 AJ3652'AND PARALLEL TO WARNER ROAD, SAID OPENING BEING 0.25 MI (0.40 KM) WEST
 AJ3652'OF THE CENTERLINE OF ELLSWORTH ROAD
 AJ3652'84 FT (25.6 M) NORTH OF OVERHEAD POWER LINES ON THE SOUTH SIDE AND
 AJ3652'PARALLELING WARNER ROAD
 AJ3652'57 FT (17.4 M) NORTH OF THE CENTERLINE OF WARNER ROAD
 AJ3652'4.25 FT (1.30 M) NORTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3652'4.0 FT (1.2 M) NORTH OF THE BARBED WIRE FENCE ON THE NORTH SIDE OF
 AJ3652'WARNER ROAD
 AJ3652'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3652'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3652
 AJ3652                          STATION RECOVERY (2005)
 AJ3652
 AJ3652'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2005 (BSF)
 AJ3652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3742 ***********************************************************************
 AJ3742  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3742  DESIGNATION -  2BP2
 AJ3742  PID         -  AJ3742
 AJ3742  STATE/COUNTY-  AZ/PINAL
 AJ3742  USGS QUAD   -  DESERT WELL (1981)
 AJ3742
 AJ3742                         *CURRENT SURVEY CONTROL
 AJ3742  ___________________________________________________________________
 AJ3742* NAD 83(1992)-  33 20 10.60762(N)    111 32 02.83538(W)     ADJUSTED  
 AJ3742* NAVD 88     -       482.01   (meters)    1581.4    (feet)  GPS OBS   
 AJ3742  ___________________________________________________________________
 AJ3742  X           -  -1,958,037.292 (meters)                     COMP
 AJ3742  Y           -  -4,962,099.381 (meters)                     COMP
 AJ3742  Z           -   3,485,426.619 (meters)                     COMP
 AJ3742  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3742  ELLIP HEIGHT-         452.65  (meters)          (04/12/01) GPS OBS
 AJ3742  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AJ3742
 AJ3742  HORZ ORDER  -  B
 AJ3742  ELLP ORDER  -  THIRD     CLASS II
 AJ3742
 AJ3742.The horizontal coordinates were established by GPS observations
 AJ3742.and adjusted by the National Geodetic Survey in April 2001..
 AJ3742
 AJ3742.The orthometric height was determined by GPS observations and a
 AJ3742.high-resolution geoid model using precise GPS observation and
 AJ3742.processing techniques.
 AJ3742
 AJ3742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3742
 AJ3742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3742
 AJ3742.The ellipsoidal height was determined by GPS observations
 AJ3742.and is referenced to NAD 83.
 AJ3742
 AJ3742.The geoid height was determined by GEOID03.
 AJ3742
 AJ3742;                    North         East     Units Scale Factor Converg.
 AJ3742;SPC AZ C     -   259,109.091   248,970.438   MT  0.99991563   +0 12 36.8
 AJ3742;SPC AZ C     -   850,095.44    816,832.15   iFT  0.99991563   +0 12 36.8
 AJ3742;UTM  12      - 3,688,695.296   450,294.498   MT  0.99963046   -0 17 36.7
 AJ3742
 AJ3742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3742!SPC AZ C     -   0.99992894  x   0.99991563  =   0.99984458
 AJ3742!UTM  12      -   0.99992894  x   0.99963046  =   0.99955943
 AJ3742
 AJ3742                          SUPERSEDED SURVEY CONTROL
 AJ3742
 AJ3742.No superseded survey control is available for this station.
 AJ3742
 AJ3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5029488695(NAD 83)
 AJ3742_MARKER: I = METAL ROD
 AJ3742_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3742_STAMPING: 2BP2 1999
 AJ3742_MARK LOGO: MCDOT 
 AJ3742_PROJECTION: FLUSH
 AJ3742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3742+STABILITY: POSITION/ELEVATION WELL
 AJ3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3742+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3742_ROD/PIPE-DEPTH:  7.6 meters
 AJ3742_SLEEVE-DEPTH  :  0.8 meters
 AJ3742
 AJ3742  HISTORY     - Date     Condition        Report By
 AJ3742  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3742
 AJ3742                          STATION DESCRIPTION
 AJ3742
 AJ3742'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3742'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 01 SOUTH, RANGE
 AJ3742'08 EAST, SECTION 16
 AJ3742'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3742'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3742'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.0 MI (14.5 KM) TO
 AJ3742'RITTENHOUSE ROAD, THENCE TURN LEFT (SOUTHEAST) ON RITTENHOUSE ROAD AND
 AJ3742'DRIVE 0.8 MI (1.3 KM) TO OCOTILLO ROAD, THENCE TURN LEFT (EAST) AND
 AJ3742'DRIVE 5.4 MI (8.7 KM) TO SCHNEPF ROAD AND END OF PAVEMENT, CONTINUE
 AJ3742'(EAST) ON OCOTILLO ROAD (A DIRT ROAD) FOR 1.4 MI (2.2 KM) TO A LOCKED
 AJ3742'GATE GUARDING THE CENTRAL ARIZONA PROJECT SALT-GILA AQUEDUCT, DIRT
 AJ3742'ROAD FOR 0.1 MI (0.2 KM) TO A POINT WHERE AN EARTH DAM BEGINS THENCE,
 AJ3742'CONTINUE ALONG THE EARTH DAM, WESTERLY THEN NORTHERLY, FOR 3.9
 AJ3742'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3742'COMPRESSED ON A 20.0 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3742'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3742'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2BP2 1999, SURROUNDED
 AJ3742'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3742'CARSONITE MARKER
 AJ3742'STATION TIES
 AJ3742'6.5 FT (2.0 M) SOUTHWEST OF 5/8 INCH REBAR
 AJ3742'4.0 FT (1.2 M) NORTH OF AND PERPENDICULAR TO GATE AND BARBED WIRE
 AJ3742'FENCE
 AJ3742'3.4 FT (1.0 M) WEST OF WHITE CARSONITE MARKER
 AJ3742'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3742'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3646 ***********************************************************************
 AJ3646  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3646  DESIGNATION -  2CE1
 AJ3646  PID         -  AJ3646
 AJ3646  STATE/COUNTY-  AZ/MARICOPA
 AJ3646  USGS QUAD   -  LONE BUTTE (1973)
 AJ3646
 AJ3646                         *CURRENT SURVEY CONTROL
 AJ3646  ___________________________________________________________________
 AJ3646* NAD 83(1992)-  33 17 41.46308(N)    112 05 59.29541(W)     ADJUSTED  
 AJ3646* NAVD 88     -       359.43   (meters)    1179.2    (feet)  GPS OBS   
 AJ3646  ___________________________________________________________________
 AJ3646  X           -  -2,007,842.902 (meters)                     COMP
 AJ3646  Y           -  -4,944,769.245 (meters)                     COMP
 AJ3646  Z           -   3,481,519.011 (meters)                     COMP
 AJ3646  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AJ3646  ELLIP HEIGHT-         329.56  (meters)          (04/12/01) GPS OBS
 AJ3646  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AJ3646
 AJ3646  HORZ ORDER  -  B
 AJ3646  ELLP ORDER  -  THIRD     CLASS II
 AJ3646
 AJ3646.The horizontal coordinates were established by GPS observations
 AJ3646.and adjusted by the National Geodetic Survey in April 2001..
 AJ3646
 AJ3646.The orthometric height was determined by GPS observations and a
 AJ3646.high-resolution geoid model using precise GPS observation and
 AJ3646.processing techniques.
 AJ3646
 AJ3646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3646
 AJ3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3646
 AJ3646.The ellipsoidal height was determined by GPS observations
 AJ3646.and is referenced to NAD 83.
 AJ3646
 AJ3646.The geoid height was determined by GEOID03.
 AJ3646
 AJ3646;                    North         East     Units Scale Factor Converg.
 AJ3646;SPC AZ C     -   254,464.284   196,304.049   MT  0.99990359   -0 06 01.9
 AJ3646;SPC AZ C     -   834,856.57    644,042.16   iFT  0.99990359   -0 06 01.9
 AJ3646;UTM  12      - 3,684,514.447   397,601.435   MT  0.99972928   -0 36 13.6
 AJ3646
 AJ3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3646!SPC AZ C     -   0.99994826  x   0.99990359  =   0.99985186
 AJ3646!UTM  12      -   0.99994826  x   0.99972928  =   0.99967756
 AJ3646
 AJ3646                          SUPERSEDED SURVEY CONTROL
 AJ3646
 AJ3646.No superseded survey control is available for this station.
 AJ3646
 AJ3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9760184514(NAD 83)
 AJ3646_MARKER: I = METAL ROD
 AJ3646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3646+WITH SETTING: INFORMATION.
 AJ3646_STAMPING: 2CE1 1999
 AJ3646_MARK LOGO: MCDOT 
 AJ3646_PROJECTION: FLUSH
 AJ3646_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3646+STABILITY: POSITION/ELEVATION WELL
 AJ3646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3646+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3646_ROD/PIPE-DEPTH:  1.7 meters
 AJ3646_SLEEVE-DEPTH  :  0.8 meters
 AJ3646
 AJ3646  HISTORY     - Date     Condition        Report By
 AJ3646  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3646  HISTORY     - 20051008 GOOD             USPSQD
 AJ3646
 AJ3646                          STATION DESCRIPTION
 AJ3646
 AJ3646'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3646'THE STATION IS LOCATED WITHIN A LANDSCAPED DRAINAGE BASIN IN THE
 AJ3646'AHWATUKEE COMMUNITY OF THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH, RANGE
 AJ3646'03 EAST, SECTION 31
 AJ3646'OWNERSHIP - PRIVATE
 AJ3646'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3646'160) DRIVE WEST ON CHANDLER BLVD FOR 1.5 MI (2.4 KM) TO 40TH ST,
 AJ3646'THENCE DRIVE SOUTH ON 40TH ST 0.8 MI (1.3 KM) TO AN INTERSECTION WITH
 AJ3646'PECOS ROAD, THENCE TURN RIGHT (WEST) AND DRIVE WESTERLY ALONG PECOS
 AJ3646'ROAD FOR 5.6 MI (9.0 KM) TO SOUTH 17TH AVENUE, THENCE TURN RIGHT
 AJ3646'(NORTH) ON TO SOUTH 17TH AVENUE AND DRIVE 0.3 MI (0.5 KM) TO LIBERTY
 AJ3646'LN, TURN LEFT (WEST) AND DRIVE WEST ON LIBERTY LN 0.2 MI (0.3 KM) AND
 AJ3646'PARK AT THIS LOCATION AND WALK NORTH 54 FT (16.5 M) FROM THE SIDEWALK
 AJ3646'ON THE NORTH SIDE OF LIBERTY LN TO THE STATION AS DESCRIBED
 AJ3646'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3646'COMPRESSED ON A 5.5 FOOT (1.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3646'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3646'WITH A COUNTY LOGO ACCESS COVER STAMPED 2CE1 1999, SURROUNDED WITH A
 AJ3646'CONCRETE COLLAR FLUSH WITH THE GROUND.  NO WHITE CARSONITE MARKER
 AJ3646'STATION TIES
 AJ3646'54 FT (16.5 M) NORTH OF THE SIDEWALK ON THE NORTH SIDE OF LIBERTY LN
 AJ3646'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3646'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3646
 AJ3646                          STATION RECOVERY (2005)
 AJ3646
 AJ3646'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 AJ3646'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3645 ***********************************************************************
 AJ3645  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3645  DESIGNATION -  2CG1
 AJ3645  PID         -  AJ3645
 AJ3645  STATE/COUNTY-  AZ/MARICOPA
 AJ3645  USGS QUAD   -  LONE BUTTE (1973)
 AJ3645
 AJ3645                         *CURRENT SURVEY CONTROL
 AJ3645  ___________________________________________________________________
 AJ3645* NAD 83(1992)-  33 17 31.67577(N)    112 00 22.11218(W)     ADJUSTED  
 AJ3645* NAVD 88     -       355.94   (meters)    1167.8    (feet)  GPS OBS   
 AJ3645  ___________________________________________________________________
 AJ3645  X           -  -1,999,817.904 (meters)                     COMP
 AJ3645  Y           -  -4,948,195.680 (meters)                     COMP
 AJ3645  Z           -   3,481,265.070 (meters)                     COMP
 AJ3645  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AJ3645  ELLIP HEIGHT-         326.12  (meters)          (04/12/01) GPS OBS
 AJ3645  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3645
 AJ3645  HORZ ORDER  -  B
 AJ3645  ELLP ORDER  -  THIRD     CLASS II
 AJ3645
 AJ3645.The horizontal coordinates were established by GPS observations
 AJ3645.and adjusted by the National Geodetic Survey in April 2001..
 AJ3645
 AJ3645.The orthometric height was determined by GPS observations and a
 AJ3645.high-resolution geoid model using precise GPS observation and
 AJ3645.processing techniques.
 AJ3645
 AJ3645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3645
 AJ3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3645
 AJ3645.The ellipsoidal height was determined by GPS observations
 AJ3645.and is referenced to NAD 83.
 AJ3645
 AJ3645.The geoid height was determined by GEOID03.
 AJ3645
 AJ3645;                    North         East     Units Scale Factor Converg.
 AJ3645;SPC AZ C     -   254,151.393   205,026.714   MT  0.99990086   -0 02 56.8
 AJ3645;SPC AZ C     -   833,830.03    672,659.82   iFT  0.99990086   -0 02 56.8
 AJ3645;UTM  12      - 3,684,125.029   406,319.416   MT  0.99970820   -0 33 08.4
 AJ3645
 AJ3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3645!SPC AZ C     -   0.99994880  x   0.99990086  =   0.99984967
 AJ3645!UTM  12      -   0.99994880  x   0.99970820  =   0.99965702
 AJ3645
 AJ3645                          SUPERSEDED SURVEY CONTROL
 AJ3645
 AJ3645.No superseded survey control is available for this station.
 AJ3645
 AJ3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0631984125(NAD 83)
 AJ3645_MARKER: I = METAL ROD
 AJ3645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3645_STAMPING: 2CG1 1999
 AJ3645_MARK LOGO: MCDOT 
 AJ3645_PROJECTION: FLUSH
 AJ3645_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3645+STABILITY: POSITION/ELEVATION WELL
 AJ3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3645+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3645_ROD/PIPE-DEPTH:  8.5 meters
 AJ3645_SLEEVE-DEPTH  :  0.8 meters
 AJ3645
 AJ3645  HISTORY     - Date     Condition        Report By
 AJ3645  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3645
 AJ3645                          STATION DESCRIPTION
 AJ3645
 AJ3645'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3645'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3645'RANGE 03 EAST, SECTION 36
 AJ3645'OWNERSHIP - PRIVATE
 AJ3645'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3645'160) , DRIVE WEST ON CHANDLER BLVD FOR 1.5 MI (2.4 KM) TO 40TH STREET,
 AJ3645'THENCE TURN LEFT (SOUTH) ON 40TH STREET AND DRIVE SOUTH FOR 0.7 MI
 AJ3645'(1.1 KM) TO AN INTERSECTION WITH PECOS ROAD, THENCE TURN RIGHT (WEST)
 AJ3645'AND DRIVE SOUTHWESTERLY 0.5 MI (0.8 KM) TO A DRAINAGE GREENBELT AREA
 AJ3645'LYING EAST OF AN ELEMENTARY SCHOOL SITE AND THE STATION, PARK AT THIS
 AJ3645'LOCATION AND WALK NORTHERLY ABOUT 253 FT (77.1 M) FROM THE CONCRETE
 AJ3645'HEADWALL ON THE NORTH SIDE OF PECOS RD TO THE STATION AS DESCRIBED
 AJ3645'MONUMENT DESCRIPTION - THE MONUMENT IS LOCATED WITHIN A LANDSCAPED
 AJ3645'DRAINAGE AREA, THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON
 AJ3645'A 28 FOOT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 1
 AJ3645'INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA
 AJ3645'COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2CG1 1999, SURROUNDED WITH A
 AJ3645'CONCRETE COLLAR FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER
 AJ3645'PLACED
 AJ3645'STATION TIES
 AJ3645'253 FT (77.1 M) NORTH FROM THE CONCRETE HEADWALL ON THE NORTH SIDE OF
 AJ3645'PECOS ROAD
 AJ3645'51 FT (15.5 M) EAST OF THE ROD IRON FENCE ALONG THE EAST BOUNDARY OF
 AJ3645'THE ELEMENTARY SCHOOL YARD
 AJ3645'13 FT (4.0 M) WEST OF THE CONCRETE VALLEY GUTTER AT THE LOW FLOW OR
 AJ3645'BASE OF THE DRAINAGE WAY
 AJ3645'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3645'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3644 ***********************************************************************
 AJ3644  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3644  DESIGNATION -  2CI1
 AJ3644  PID         -  AJ3644
 AJ3644  STATE/COUNTY-  AZ/MARICOPA
 AJ3644  USGS QUAD   -  GUADALUPE (1982)
 AJ3644
 AJ3644                         *CURRENT SURVEY CONTROL
 AJ3644  ___________________________________________________________________
 AJ3644* NAD 83(1992)-  33 17 42.09118(N)    111 53 41.97477(W)     ADJUSTED  
 AJ3644* NAVD 88     -       360.63   (meters)    1183.2    (feet)  GPS OBS   
 AJ3644  ___________________________________________________________________
 AJ3644  X           -  -1,990,150.800 (meters)                     COMP
 AJ3644  Y           -  -4,951,906.018 (meters)                     COMP
 AJ3644  Z           -   3,481,535.851 (meters)                     COMP
 AJ3644  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ3644  ELLIP HEIGHT-         330.77  (meters)          (04/12/01) GPS OBS
 AJ3644  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AJ3644
 AJ3644  HORZ ORDER  -  B
 AJ3644  ELLP ORDER  -  THIRD     CLASS II
 AJ3644
 AJ3644.The horizontal coordinates were established by GPS observations
 AJ3644.and adjusted by the National Geodetic Survey in April 2001..
 AJ3644
 AJ3644.The orthometric height was determined by GPS observations and a
 AJ3644.high-resolution geoid model using precise GPS observation and
 AJ3644.processing techniques.
 AJ3644
 AJ3644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3644
 AJ3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3644
 AJ3644.The ellipsoidal height was determined by GPS observations
 AJ3644.and is referenced to NAD 83.
 AJ3644
 AJ3644.The geoid height was determined by GEOID03.
 AJ3644
 AJ3644;                    North         East     Units Scale Factor Converg.
 AJ3644;SPC AZ C     -   254,468.879   215,378.505   MT  0.99990005   +0 00 42.8
 AJ3644;SPC AZ C     -   834,871.65    706,622.39   iFT  0.99990005   +0 00 42.8
 AJ3644;UTM  12      - 3,684,351.540   416,671.488   MT  0.99968561   -0 29 28.8
 AJ3644
 AJ3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3644!SPC AZ C     -   0.99994807  x   0.99990005  =   0.99984813
 AJ3644!UTM  12      -   0.99994807  x   0.99968561  =   0.99963370
 AJ3644
 AJ3644                          SUPERSEDED SURVEY CONTROL
 AJ3644
 AJ3644.No superseded survey control is available for this station.
 AJ3644
 AJ3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1667184352(NAD 83)
 AJ3644_MARKER: I = METAL ROD
 AJ3644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3644_STAMPING: 2CI1 1999
 AJ3644_MARK LOGO: MCDOT 
 AJ3644_PROJECTION: FLUSH
 AJ3644_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3644+STABILITY: POSITION/ELEVATION WELL
 AJ3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3644+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3644_ROD/PIPE-DEPTH:  5.5 meters
 AJ3644_SLEEVE-DEPTH  :  0.8 meters
 AJ3644
 AJ3644  HISTORY     - Date     Condition        Report By
 AJ3644  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3644
 AJ3644                          STATION DESCRIPTION
 AJ3644
 AJ3644'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3644'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3644'RANGE 04 EAST, SECTION 36
 AJ3644'OWNERSHIP - A.D.O.T.  RIGHT OF WAY
 AJ3644'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3644'160) , DRIVE EAST ON CHANDLER BLVD FOR 4.4 MI (7.1 KM) TO PRICE ROAD,
 AJ3644'THENCE TURN RIGHT (SOUTH) ON PRICE RD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3644'FRYE ROAD, THENCE CONTINUE SOUTH 0.2 MI (0.3 KM) AND PARK AT THIS
 AJ3644'LOCATION AND WALK WESTERLY ABOUT 30 FT (9.1 M) TO THE STATION AS
 AJ3644'DESCRIBED
 AJ3644'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3644'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3644'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3644'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2CI1 1999,
 AJ3644'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3644'A WHITE CARSONITE MARKER
 AJ3644'STATION TIES
 AJ3644'79 FT (24.1 M) SOUTHEAST OF A FIRE HYDRANT
 AJ3644'57 FT (17.4 M) SOUTHWEST OF A STREET LIGHT POLE
 AJ3644'40 FT (12.2 M) NORTHWEST OF THE POWER TRANSFORMER CABINET
 AJ3644'14 FT (4.3 M) EAST OF A WATER VALVE
 AJ3644'4.0 FT (1.2 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3644'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3644'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3643 ***********************************************************************
 AJ3643  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3643  DESIGNATION -  2CK1
 AJ3643  PID         -  AJ3643
 AJ3643  STATE/COUNTY-  AZ/MARICOPA
 AJ3643  USGS QUAD   -  CHANDLER (1981)
 AJ3643
 AJ3643                         *CURRENT SURVEY CONTROL
 AJ3643  ___________________________________________________________________
 AJ3643* NAD 83(1992)-  33 17 31.58479(N)    111 47 40.79498(W)     ADJUSTED  
 AJ3643* NAVD 88     -       379.89   (meters)    1246.4    (feet)  GPS OBS   
 AJ3643  ___________________________________________________________________
 AJ3643  X           -  -1,981,548.664 (meters)                     COMP
 AJ3643  Y           -  -4,955,563.188 (meters)                     COMP
 AJ3643  Z           -   3,481,275.835 (meters)                     COMP
 AJ3643  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AJ3643  ELLIP HEIGHT-         350.00  (meters)          (04/12/01) GPS OBS
 AJ3643  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AJ3643
 AJ3643  HORZ ORDER  -  B
 AJ3643  ELLP ORDER  -  THIRD     CLASS II
 AJ3643
 AJ3643.The horizontal coordinates were established by GPS observations
 AJ3643.and adjusted by the National Geodetic Survey in April 2001..
 AJ3643
 AJ3643.The orthometric height was determined by GPS observations and a
 AJ3643.high-resolution geoid model using precise GPS observation and
 AJ3643.processing techniques.
 AJ3643
 AJ3643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3643
 AJ3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3643
 AJ3643.The ellipsoidal height was determined by GPS observations
 AJ3643.and is referenced to NAD 83.
 AJ3643
 AJ3643.The geoid height was determined by GEOID03.
 AJ3643
 AJ3643;                    North         East     Units Scale Factor Converg.
 AJ3643;SPC AZ C     -   254,151.659   224,722.571   MT  0.99990159   +0 04 01.1
 AJ3643;SPC AZ C     -   833,830.90    737,278.78   iFT  0.99990159   +0 04 01.1
 AJ3643;UTM  12      - 3,683,952.357   426,010.313   MT  0.99966749   -0 26 10.4
 AJ3643
 AJ3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3643!SPC AZ C     -   0.99994505  x   0.99990159  =   0.99984665
 AJ3643!UTM  12      -   0.99994505  x   0.99966749  =   0.99961256
 AJ3643
 AJ3643                          SUPERSEDED SURVEY CONTROL
 AJ3643
 AJ3643.No superseded survey control is available for this station.
 AJ3643
 AJ3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2601083952(NAD 83)
 AJ3643_MARKER: I = METAL ROD
 AJ3643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3643_STAMPING: 2CK1
 AJ3643_MARK LOGO: MCDOT 
 AJ3643_PROJECTION: FLUSH
 AJ3643_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3643+STABILITY: POSITION/ELEVATION WELL
 AJ3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3643+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3643_ROD/PIPE-DEPTH: 13.1 meters
 AJ3643_SLEEVE-DEPTH  :  0.8 meters
 AJ3643
 AJ3643  HISTORY     - Date     Condition        Report By
 AJ3643  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3643
 AJ3643                          STATION DESCRIPTION
 AJ3643
 AJ3643'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3643'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3643'RANGE 05 EAST, SECTION 36
 AJ3643'OWNERSHIP - MARICOPA COUNTY
 AJ3643'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3643'182) , DRIVE SOUTH ON GILBERT ROAD FOR 6.5 MI (10.5 KM) TO PECOS ROAD,
 AJ3643'THENCE TURN RIGHT (WEST) ON TO PECOS RD AND DRIVE 0.3 MI (0.5 KM) AND
 AJ3643'PARK AT THIS LOCATION AND WALK NORTH 83 FT (25.3 M) FROM THE
 AJ3643'CENTERLINE OF PECOS ROAD TO THE STATION AS DESCRIBED
 AJ3643'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3643'COMPRESSED ON A 43 FT STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN
 AJ3643'A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3643'LOGO ACCESS COVER STAMPED 2CK1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3643'FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER PLACED
 AJ3643'STATION TIES
 AJ3643'164.5 FT (50.1 M) SOUTH OF THE CONCRETE CURB AT THE SOUTH EDGE OF THE
 AJ3643'NORTHERLY PART OF THE PARKING ACCESS DRIVE TO CHANDLER-GILBERT
 AJ3643'COMMUNITY COLLEGE ENTRANCE
 AJ3643'147.0 FT (44.8 M) WEST OF THE CONCRETE CURB AT THE WEST EDGE OF THE
 AJ3643'EAST DRIVE TO THE CHANDLER-GILBERT COMMUNITY COLLEGE ENTRANCE
 AJ3643'83 FT (25.3 M) NORTH OF THE CENTERLINE OF PECOS ROAD
 AJ3643'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3643'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3642 ***********************************************************************
 AJ3642  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3642  DESIGNATION -  2CM1
 AJ3642  PID         -  AJ3642
 AJ3642  STATE/COUNTY-  AZ/MARICOPA
 AJ3642  USGS QUAD   -  HIGLEY (1981)
 AJ3642
 AJ3642                         *CURRENT SURVEY CONTROL
 AJ3642  ___________________________________________________________________
 AJ3642* NAD 83(1992)-  33 17 21.19190(N)    111 41 10.60290(W)     ADJUSTED  
 AJ3642* NAVD 88     -       406.77   (meters)    1334.5    (feet)  GPS OBS   
 AJ3642  ___________________________________________________________________
 AJ3642  X           -  -1,972,243.958 (meters)                     COMP
 AJ3642  Y           -  -4,959,487.135 (meters)                     COMP
 AJ3642  Z           -   3,481,023.013 (meters)                     COMP
 AJ3642  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3642  ELLIP HEIGHT-         377.03  (meters)          (04/12/01) GPS OBS
 AJ3642  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AJ3642
 AJ3642  HORZ ORDER  -  B
 AJ3642  ELLP ORDER  -  THIRD     CLASS II
 AJ3642
 AJ3642.The horizontal coordinates were established by GPS observations
 AJ3642.and adjusted by the National Geodetic Survey in April 2001..
 AJ3642
 AJ3642.The orthometric height was determined by GPS observations and a
 AJ3642.high-resolution geoid model using precise GPS observation and
 AJ3642.processing techniques.
 AJ3642
 AJ3642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3642
 AJ3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3642
 AJ3642.The ellipsoidal height was determined by GPS observations
 AJ3642.and is referenced to NAD 83.
 AJ3642
 AJ3642.The geoid height was determined by GEOID03.
 AJ3642
 AJ3642;                    North         East     Units Scale Factor Converg.
 AJ3642;SPC AZ C     -   253,848.543   234,817.864   MT  0.99990567   +0 07 35.2
 AJ3642;SPC AZ C     -   832,836.43    770,399.82   iFT  0.99990567   +0 07 35.2
 AJ3642;UTM  12      - 3,683,560.694   436,100.084   MT  0.99965034   -0 22 36.1
 AJ3642
 AJ3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3642!SPC AZ C     -   0.99994081  x   0.99990567  =   0.99984649
 AJ3642!UTM  12      -   0.99994081  x   0.99965034  =   0.99959117
 AJ3642
 AJ3642                          SUPERSEDED SURVEY CONTROL
 AJ3642
 AJ3642.No superseded survey control is available for this station.
 AJ3642
 AJ3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3610083561(NAD 83)
 AJ3642_MARKER: I = METAL ROD
 AJ3642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3642_STAMPING: 2CM1 1999
 AJ3642_MARK LOGO: MCDOT 
 AJ3642_PROJECTION: FLUSH
 AJ3642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3642+STABILITY: POSITION/ELEVATION WELL
 AJ3642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3642+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3642_ROD/PIPE-DEPTH:  3.4 meters
 AJ3642_SLEEVE-DEPTH  :  0.8 meters
 AJ3642
 AJ3642  HISTORY     - Date     Condition        Report By
 AJ3642  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3642
 AJ3642                          STATION DESCRIPTION
 AJ3642
 AJ3642'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3642'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 02 SOUTH,
 AJ3642'RANGE 07 EAST, SECTION 6
 AJ3642'OWNERSHIP -  MARICOPA COUNTY RIGHT OF WAY
 AJ3642'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3642'188) , DRIVE SOUTH ON POWER ROAD FOR 6.5 MI (10.5 KM) ROAD, AND PARK,
 AJ3642'THE STATION IS SET IN GRAVEL AREA 300 FEET (91.4 M) NORTH OF THE
 AJ3642'CENTERLINE OF RITTENHOUSE ROAD ALONG THE CENTERLINE OF POWER ROAD,
 AJ3642'THENCE EAST 50 FEET (15.2 M) THE STATION AS DESCRIBED
 AJ3642'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3642'COMPRESSED ON A 8.8 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3642'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3642'WITH A COUNTY LOGO ACCESS COVER STAMPED 2MC1 1999, SURROUNDED WITH A
 AJ3642'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3642'MARKER
 AJ3642'STATION TIES
 AJ3642'50 FEET (15.2 M) EAST OF THE CENTERLINE OF POWER ROAD
 AJ3642'42 FEET (12.8 M) NORTHEAST OF A TELCO BOX ON THE EAST SIDE OF POWER
 AJ3642'ROAD
 AJ3642'9 FEET (2.7 M) SOUTHWEST OF A BARBED WIRE FENCE
 AJ3642'5 FEET (1.5 M) WEST OF A BARBED WIRE FENCE
 AJ3642'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3642'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3654 ***********************************************************************
 AJ3654  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3654  DESIGNATION -  2CO1
 AJ3654  PID         -  AJ3654
 AJ3654  STATE/COUNTY-  AZ/MARICOPA
 AJ3654  USGS QUAD   -  DESERT WELL (1981)
 AJ3654
 AJ3654                         *CURRENT SURVEY CONTROL
 AJ3654  ___________________________________________________________________
 AJ3654* NAD 83(1992)-  33 17 29.63563(N)    111 34 59.36591(W)     ADJUSTED  
 AJ3654* NAVD 88     -       439.70   (meters)    1442.6    (feet)  GPS OBS   
 AJ3654  ___________________________________________________________________
 AJ3654  X           -  -1,963,272.302 (meters)                     COMP
 AJ3654  Y           -  -4,962,921.723 (meters)                     COMP
 AJ3654  Z           -   3,481,258.653 (meters)                     COMP
 AJ3654  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AJ3654  ELLIP HEIGHT-         410.15  (meters)          (04/12/01) GPS OBS
 AJ3654  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3654
 AJ3654  HORZ ORDER  -  B
 AJ3654  ELLP ORDER  -  THIRD     CLASS II
 AJ3654
 AJ3654.The horizontal coordinates were established by GPS observations
 AJ3654.and adjusted by the National Geodetic Survey in April 2001..
 AJ3654
 AJ3654.The orthometric height was determined by GPS observations and a
 AJ3654.high-resolution geoid model using precise GPS observation and
 AJ3654.processing techniques.
 AJ3654
 AJ3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3654
 AJ3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3654
 AJ3654.The ellipsoidal height was determined by GPS observations
 AJ3654.and is referenced to NAD 83.
 AJ3654
 AJ3654.The geoid height was determined by GEOID03.
 AJ3654
 AJ3654;                    North         East     Units Scale Factor Converg.
 AJ3654;SPC AZ C     -   254,134.596   244,421.579   MT  0.99991189   +0 10 59.0
 AJ3654;SPC AZ C     -   833,774.92    801,908.07   iFT  0.99991189   +0 10 59.0
 AJ3654;UTM  12      - 3,683,762.348   445,703.392   MT  0.99963635   -0 19 12.4
 AJ3654
 AJ3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3654!SPC AZ C     -   0.99993561  x   0.99991189  =   0.99984751
 AJ3654!UTM  12      -   0.99993561  x   0.99963635  =   0.99957199
 AJ3654
 AJ3654                          SUPERSEDED SURVEY CONTROL
 AJ3654
 AJ3654.No superseded survey control is available for this station.
 AJ3654
 AJ3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4570383762(NAD 83)
 AJ3654_MARKER: I = METAL ROD
 AJ3654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3654_PROJECTION: FLUSH
 AJ3654_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3654+STABILITY: POSITION/ELEVATION WELL
 AJ3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3654+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AJ3654_ROD/PIPE-DEPTH:  3.8 meters
 AJ3654_SLEEVE-DEPTH  :  0.8 meters
 AJ3654
 AJ3654  HISTORY     - Date     Condition        Report By
 AJ3654  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3654  HISTORY     - 20060421 GOOD             MCDOT
 AJ3654
 AJ3654                          STATION DESCRIPTION
 AJ3654
 AJ3654'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3654'THE STATION IS LOCATED 40.MI SOUTH OF THE CITY OF APACHE JUNCTION,
 AJ3654'TOWNSHIP 02 SOUTH, RANGE 08 EAST, SECTION 6
 AJ3654'OWNERSHIP - MESA RIGHT OF WAY
 AJ3654'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3654'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 6.5 MI (10.5 KM) TO
 AJ3654'PACOS ROAD, THENCE TURN LEFT (EAST) ON TO PACOS RD AND DRIVE 2.8 MI
 AJ3654'(4.5 KM) TO THE END OF PAVEMENT AND A BARBED WIRE GATE IN A
 AJ3654'NORTH-SOUTH BARBED WIRE FENCE, THENCE CONTINUE TO DRIVE EAST 800.0 FT
 AJ3654'(243.8 M) BEYOND THE GATE (PASSING UNDER OVERHEAD POWER LINES) TO  A
 AJ3654'GATE ON THE RIGHT (SOUTH) SIDE OF ROAD, THENCE TURN RIGHT (SOUTH) AND
 AJ3654'GO  THROUGH THE GATE AND TRAVEL 85 FT (26.0 M) SOUTHEASTERLY TO THE
 AJ3654'STATION AS THE STATION AS DESCRIBED
 AJ3654'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3654'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3654'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3654'PIPE WITH A COUNTY LOGO ACCESS COVER UNSTAMPED, SURROUNDED WITH A
 AJ3654'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3654'MARKER
 AJ3654'STATION TIES
 AJ3654'800 FT (243.8 M) EAST ALONG A DIRT ROAD NORTH OF A BARBED WIRE FENCE,
 AJ3654'EAST OF THE GATE AT THE END OF PAVEMENT TO A GATE IN THE EAST-WEST
 AJ3654'FENCE, NEAR THE WEST EDGE OF THE GATE ON THE NORTH SIDE OF THE FENCE
 AJ3654'IS A GLO BRASS CAP
 AJ3654'85 FT (26.0 M) SOUTHWESTERLY FROM THE ABOVE DESCRIBED GLO BRASS CAP
 AJ3654'80 FT (24.3 M) SOUTH OF THE EAST-WEST BARBED WIRE FENCE ALONG PECOS
 AJ3654'DIRT ROAD
 AJ3654'81.5 FT (24.8 M) EAST FROM OVER HEAD POWER LINES
 AJ3654'5.0 FT (1.5 M) WEST OF A WHITE CARSONITE POST
 AJ3654'4.0 FT (1.2 M) WEST OF THE NORTH-SOUTH BARBED WIRE FENCE
 AJ3654'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3654'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3654
 AJ3654                          STATION RECOVERY (2006)
 AJ3654
 AJ3654'RECOVERY NOTE BY MARICOPA CO DOT 2006 (BR)
 AJ3654'THE MONUMENT APPEARS TO BE ABOUT 1/2 MILE BEHIND A LOCKED GATE.
 AJ3654'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3739 ***********************************************************************
 AJ3739  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3739  DESIGNATION -  2CQ2
 AJ3739  PID         -  AJ3739
 AJ3739  STATE/COUNTY-  AZ/PINAL
 AJ3739  USGS QUAD   -  DESERT WELL (1981)
 AJ3739
 AJ3739                         *CURRENT SURVEY CONTROL
 AJ3739  ___________________________________________________________________
 AJ3739* NAD 83(1992)-  33 17 21.67205(N)    111 30 23.96117(W)     ADJUSTED  
 AJ3739* NAVD 88     -       488.71   (meters)    1603.4    (feet)  GPS OBS   
 AJ3739  ___________________________________________________________________
 AJ3739  X           -  -1,956,708.503 (meters)                     COMP
 AJ3739  Y           -  -4,965,702.197 (meters)                     COMP
 AJ3739  Z           -   3,481,080.545 (meters)                     COMP
 AJ3739  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 AJ3739  ELLIP HEIGHT-         459.32  (meters)          (04/12/01) GPS OBS
 AJ3739  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3739
 AJ3739  HORZ ORDER  -  B
 AJ3739  ELLP ORDER  -  THIRD     CLASS II
 AJ3739
 AJ3739.The horizontal coordinates were established by GPS observations
 AJ3739.and adjusted by the National Geodetic Survey in April 2001..
 AJ3739
 AJ3739.The orthometric height was determined by GPS observations and a
 AJ3739.high-resolution geoid model using precise GPS observation and
 AJ3739.processing techniques.
 AJ3739
 AJ3739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3739
 AJ3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3739
 AJ3739.The ellipsoidal height was determined by GPS observations
 AJ3739.and is referenced to NAD 83.
 AJ3739
 AJ3739.The geoid height was determined by GEOID03.
 AJ3739
 AJ3739;                    North         East     Units Scale Factor Converg.
 AJ3739;SPC AZ C     -   253,914.651   251,547.577   MT  0.99991797   +0 13 30.2
 AJ3739;SPC AZ C     -   833,053.32    825,287.33   iFT  0.99991797   +0 13 30.2
 AJ3739;UTM  12      - 3,683,479.913   452,825.167   MT  0.99962744   -0 16 41.1
 AJ3739
 AJ3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3739!SPC AZ C     -   0.99992789  x   0.99991797  =   0.99984587
 AJ3739!UTM  12      -   0.99992789  x   0.99962744  =   0.99955536
 AJ3739
 AJ3739                          SUPERSEDED SURVEY CONTROL
 AJ3739
 AJ3739.No superseded survey control is available for this station.
 AJ3739
 AJ3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5282583480(NAD 83)
 AJ3739_MARKER: I = METAL ROD
 AJ3739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3739_STAMPING: 2CQ2 1999
 AJ3739_MARK LOGO: MCDOT 
 AJ3739_PROJECTION: FLUSH
 AJ3739_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3739+STABILITY: POSITION/ELEVATION WELL
 AJ3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3739+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3739_ROD/PIPE-DEPTH:  7.5 meters
 AJ3739_SLEEVE-DEPTH  :  0.8 meters
 AJ3739
 AJ3739  HISTORY     - Date     Condition        Report By
 AJ3739  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3739
 AJ3739                          STATION DESCRIPTION
 AJ3739
 AJ3739'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3739'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 02 SOUTH, RANGE
 AJ3739'08 EAST, SECTION 1
 AJ3739'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3739'NOTE - THIS STATION IS BEHIND LOCKED GATES BELONGING TO MARICOPA
 AJ3739'COUNTY FLOOD CONTROL DISTRICT
 AJ3739'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3739'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.0 MI (14.5 KM) TO
 AJ3739'RITTENHOUSE ROAD, THENCE TURN LEFT (SOUTHEAST) ON RITTENHOUSE ROAD AND
 AJ3739'DRIVE 0.8 MI (1.3 KM) TO OCOTILLO ROAD, THENCE TURN LEFT (EAST) AND
 AJ3739'DRIVE 5.4 MI (8.7 KM) TO SCHNEPF ROAD AND END OF PAVEMENT, CONTINUE
 AJ3739'EAST ON THE DIRT ROAD (OCOTILLO ALIGNMENT) FOR 1.4 MI (2.2 KM) TO A
 AJ3739'LOCKED GATE GUARDING THE CENTRAL ARIZONA PROJECT SALT-GILA
 AJ3739'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3739'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3739'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3739'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2CQ2 1999, SURROUNDED
 AJ3739'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3739'STATION TIES
 AJ3739'2640 FT (804.7 M) WEST FROM END OF DAM
 AJ3739'175 FT (53.3 M) NORTH OF FLOOD CONTROL STRUCTURE
 AJ3739'NO WHITE CARSONITE MARKER INDICATED
 AJ3739'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3739'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3641 ***********************************************************************
 AJ3641  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3641  DESIGNATION -  2DJ1
 AJ3641  PID         -  AJ3641
 AJ3641  STATE/COUNTY-  AZ/MARICOPA
 AJ3641  USGS QUAD   -  GILA BUTTE (1981)
 AJ3641
 AJ3641                         *CURRENT SURVEY CONTROL
 AJ3641  ___________________________________________________________________
 AJ3641* NAD 83(1992)-  33 14 58.45575(N)    111 50 30.52204(W)     ADJUSTED  
 AJ3641* NAVD 88     -       370.86   (meters)    1216.7    (feet)  GPS OBS   
 AJ3641  ___________________________________________________________________
 AJ3641  X           -  -1,986,585.845 (meters)                     COMP
 AJ3641  Y           -  -4,956,326.369 (meters)                     COMP
 AJ3641  Z           -   3,477,326.316 (meters)                     COMP
 AJ3641  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ3641  ELLIP HEIGHT-         340.95  (meters)          (04/12/01) GPS OBS
 AJ3641  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AJ3641
 AJ3641  HORZ ORDER  -  B
 AJ3641  ELLP ORDER  -  THIRD     CLASS II
 AJ3641
 AJ3641.The horizontal coordinates were established by GPS observations
 AJ3641.and adjusted by the National Geodetic Survey in April 2001..
 AJ3641
 AJ3641.The orthometric height was determined by GPS observations and a
 AJ3641.high-resolution geoid model using precise GPS observation and
 AJ3641.processing techniques.
 AJ3641
 AJ3641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3641
 AJ3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3641
 AJ3641.The ellipsoidal height was determined by GPS observations
 AJ3641.and is referenced to NAD 83.
 AJ3641
 AJ3641.The geoid height was determined by GEOID03.
 AJ3641
 AJ3641;                    North         East     Units Scale Factor Converg.
 AJ3641;SPC AZ C     -   249,430.368   220,334.981   MT  0.99990060   +0 02 27.8
 AJ3641;SPC AZ C     -   818,341.10    722,883.80   iFT  0.99990060   +0 02 27.8
 AJ3641;UTM  12      - 3,679,270.834   421,582.469   MT  0.99967581   -0 27 41.7
 AJ3641
 AJ3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3641!SPC AZ C     -   0.99994647  x   0.99990060  =   0.99984708
 AJ3641!UTM  12      -   0.99994647  x   0.99967581  =   0.99962230
 AJ3641
 AJ3641                          SUPERSEDED SURVEY CONTROL
 AJ3641
 AJ3641.No superseded survey control is available for this station.
 AJ3641
 AJ3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158279271(NAD 83)
 AJ3641_MARKER: I = METAL ROD
 AJ3641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3641_STAMPING: 2DJ1
 AJ3641_MARK LOGO: MCDOT 
 AJ3641_PROJECTION: FLUSH
 AJ3641_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3641+STABILITY: POSITION/ELEVATION WELL
 AJ3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3641+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3641_ROD/PIPE-DEPTH:  9.4 meters
 AJ3641_SLEEVE-DEPTH  :  0.8 meters
 AJ3641
 AJ3641  HISTORY     - Date     Condition        Report By
 AJ3641  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3641  HISTORY     - 20020515 POOR             INDIV
 AJ3641
 AJ3641                          STATION DESCRIPTION
 AJ3641
 AJ3641'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3641'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER , TOWNSHIP 02
 AJ3641'SOUTH, RANGE 05 EAST, SECTION 16
 AJ3641'OWNERSHIP - STATE RIGHT OF WAY
 AJ3641'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND (EXIT 179) , DRIVE
 AJ3641'SOUTH ON ARIZONA AVENUE FOR 8.5 MI (13.7 KM) TO QUEEN CREEK ROAD,
 AJ3641'THENCE SOUTH 0.9 MI (1.7 KM) AND PARK AT THIS LOCATION, STATION WAS
 AJ3641'ORIGINALLY SET IN A FLAT GRAVEL AREA, SINCE THE CONSTRUCTION OF THE
 AJ3641'MONUMENT AND PRIOR TO THIS SUBMITTAL, THE AREA IS UNDERGOING
 AJ3641'CONSTRUCTION, IT IS BELIEVED THAT THE MONUMENT WILL BE PRESERVED IN
 AJ3641'THE DECKING OF AN AQUATIC POOL AREA, THE STATION IS EAST OF THE POOL
 AJ3641'AND NEAR OR UNDER A CANVAS TOPPED RAMADA. WEST OF SIDEWALK ON THE WEST
 AJ3641'SIDE OF ARIZONA AVENUE
 AJ3641'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3641'COMPRESSED ON A 31 FOOT (9.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3641'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3641'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DL1 1999, SURROUNDED WITH A
 AJ3641'CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3641'STATION TIES
 AJ3641'92 FEET (28.0 M) SOUTH OF THE SOUTH EDGE OF HAMILTON HIGH SCHOOL
 AJ3641'PARKING LOT
 AJ3641'24 FEET (7.3 M) WEST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST SIDE
 AJ3641'OF ARIZONA AVENUE
 AJ3641'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3641'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3641
 AJ3641                          STATION RECOVERY (2002)
 AJ3641
 AJ3641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGH)
 AJ3641'LOCATION-
 AJ3641'AS DESCRIBED EXCEPT APPROX. 124 FEET WEST OF SIDEWALK. INSIDE HAMILTON
 AJ3641'HIGH SCHOOL AQUATIC CENTER. CONTACT SHERRI PASSEY 480-782-2753 FOR
 AJ3641'ACCESS.
 AJ3641'STATION-
 AJ3641'AS DESCRIBED EXCEPT THERE IS NO ALUMINUM CAP ON THE STAINLESS STEEL
 AJ3641'ROD, AND THE ROD APPEARS TO BE BENT NORTH.  ROD AND 1 INCH PVC SLEEVE
 AJ3641'ARE ENCLOSED IN A 5 INCH PVC PIPE COVERED BY A GREEN PLASTIC DECK
 AJ3641'DRAIN GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3640 ***********************************************************************
 AJ3640  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3640  DESIGNATION -  2DL1
 AJ3640  PID         -  AJ3640
 AJ3640  STATE/COUNTY-  AZ/MARICOPA
 AJ3640  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3640
 AJ3640                         *CURRENT SURVEY CONTROL
 AJ3640  ___________________________________________________________________
 AJ3640* NAD 83(1992)-  33 14 55.62894(N)    111 44 17.52705(W)     ADJUSTED  
 AJ3640* NAVD 88     -       397.19   (meters)    1303.1    (feet)  GPS OBS   
 AJ3640  ___________________________________________________________________
 AJ3640  X           -  -1,977,645.800 (meters)                     COMP
 AJ3640  Y           -  -4,959,975.562 (meters)                     COMP
 AJ3640  Z           -   3,477,267.977 (meters)                     COMP
 AJ3640  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3640  ELLIP HEIGHT-         367.39  (meters)          (04/12/01) GPS OBS
 AJ3640  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3640
 AJ3640  HORZ ORDER  -  B
 AJ3640  ELLP ORDER  -  THIRD     CLASS II
 AJ3640
 AJ3640.The horizontal coordinates were established by GPS observations
 AJ3640.and adjusted by the National Geodetic Survey in April 2001..
 AJ3640
 AJ3640.The orthometric height was determined by GPS observations and a
 AJ3640.high-resolution geoid model using precise GPS observation and
 AJ3640.processing techniques.
 AJ3640
 AJ3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3640
 AJ3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3640
 AJ3640.The ellipsoidal height was determined by GPS observations
 AJ3640.and is referenced to NAD 83.
 AJ3640
 AJ3640.The geoid height was determined by GEOID03.
 AJ3640
 AJ3640;                    North         East     Units Scale Factor Converg.
 AJ3640;SPC AZ C     -   249,354.990   229,989.484   MT  0.99990341   +0 05 52.3
 AJ3640;SPC AZ C     -   818,093.80    754,558.67   iFT  0.99990341   +0 05 52.3
 AJ3640;UTM  12      - 3,679,110.806   431,233.670   MT  0.99965830   -0 24 17.1
 AJ3640
 AJ3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3640!SPC AZ C     -   0.99994232  x   0.99990341  =   0.99984574
 AJ3640!UTM  12      -   0.99994232  x   0.99965830  =   0.99960064
 AJ3640
 AJ3640                          SUPERSEDED SURVEY CONTROL
 AJ3640
 AJ3640.No superseded survey control is available for this station.
 AJ3640
 AJ3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3123479111(NAD 83)
 AJ3640_MARKER: I = METAL ROD
 AJ3640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3640_STAMPING: 2DL1 1999
 AJ3640_MARK LOGO: MCDOT 
 AJ3640_PROJECTION: FLUSH
 AJ3640_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3640+STABILITY: POSITION/ELEVATION WELL
 AJ3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3640+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3640_ROD/PIPE-DEPTH:  9.1 meters
 AJ3640_SLEEVE-DEPTH  :  0.8 meters
 AJ3640
 AJ3640  HISTORY     - Date     Condition        Report By
 AJ3640  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3640  HISTORY     - 20020415 MARK NOT FOUND   MCDOT
 AJ3640
 AJ3640                          STATION DESCRIPTION
 AJ3640
 AJ3640'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3640'THE STATION IS LOCATED 6 MILES (9.7 KM) WEST OF THE TOWN OF QUEEN
 AJ3640'CREEK, TOWNSHIP 02 SOUTH, RANGE 06 EAST, SECTION 16
 AJ3640'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3640'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD ROAD
 AJ3640'(EXIT 185) , DRIVE SOUTH ON GREENFIELD ROAD FOR 9.5 MI (15.3 KM) TO
 AJ3640'OCOTILLO ROAD, THENCE TURN RIGHT (WEST) ON TO OCOTILLO RD AND PARK AT
 AJ3640'THIS LOCATION AND WALK NORTH 75 FT (22.9 M) AND WEST 59 FT (18.0 M) TO
 AJ3640'THE STATION AS DESCRIBED
 AJ3640'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3640'COMPRESSED ON A 24 FOOT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3640'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3640'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DL1 1999, SURROUNDED WITH A
 AJ3640'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3640'MARKER
 AJ3640'STATION TIES
 AJ3640'75 FT (22.9 M) NORTH OF THE CENTERLINE OF OCOTILLO ROAD
 AJ3640'59 FT (18.0 M) WEST OF THE CENTERLINE OF GREENFIELD ROAD
 AJ3640'33 FT (10.0 M) NORTH OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3640'RUNNING EAST-WEST
 AJ3640'4.7 FT (1.4 M) EAST OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3640'RUNNING NORTH-SOUTH
 AJ3640'4.4 FT (1.3 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3640'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3640'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3640
 AJ3640                          STATION RECOVERY (2002)
 AJ3640
 AJ3640'RECOVERY NOTE BY MARICOPA CO DOT 2002 (DHM)
 AJ3640'STATION WAS REPORTED AS LOST BY MARICOPA DEPT. OF TRANSPORTATION AFTER
 AJ3640'SEVERAL SEARCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3639 ***********************************************************************
 AJ3639  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3639  DESIGNATION -  2DN1
 AJ3639  PID         -  AJ3639
 AJ3639  STATE/COUNTY-  AZ/MARICOPA
 AJ3639  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3639
 AJ3639                         *CURRENT SURVEY CONTROL
 AJ3639  ___________________________________________________________________
 AJ3639* NAD 83(1992)-  33 14 54.66694(N)    111 38 11.99192(W)     ADJUSTED  
 AJ3639* NAVD 88     -       426.38   (meters)    1398.9    (feet)  GPS OBS   
 AJ3639  ___________________________________________________________________
 AJ3639  X           -  -1,968,867.849 (meters)                     COMP
 AJ3639  Y           -  -4,963,510.406 (meters)                     COMP
 AJ3639  Z           -   3,477,259.282 (meters)                     COMP
 AJ3639  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3639  ELLIP HEIGHT-         396.74  (meters)          (04/12/01) GPS OBS
 AJ3639  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AJ3639
 AJ3639  HORZ ORDER  -  B
 AJ3639  ELLP ORDER  -  THIRD     CLASS II
 AJ3639
 AJ3639.The horizontal coordinates were established by GPS observations
 AJ3639.and adjusted by the National Geodetic Survey in April 2001..
 AJ3639
 AJ3639.The orthometric height was determined by GPS observations and a
 AJ3639.high-resolution geoid model using precise GPS observation and
 AJ3639.processing techniques.
 AJ3639
 AJ3639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3639
 AJ3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3639
 AJ3639.The ellipsoidal height was determined by GPS observations
 AJ3639.and is referenced to NAD 83.
 AJ3639
 AJ3639.The geoid height was determined by GEOID03.
 AJ3639
 AJ3639;                    North         East     Units Scale Factor Converg.
 AJ3639;SPC AZ C     -   249,346.110   239,450.937   MT  0.99990839   +0 09 12.7
 AJ3639;SPC AZ C     -   818,064.67    785,600.19   iFT  0.99990839   +0 09 12.7
 AJ3639;UTM  12      - 3,679,018.955   440,692.268   MT  0.99964337   -0 20 56.7
 AJ3639
 AJ3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3639!SPC AZ C     -   0.99993772  x   0.99990839  =   0.99984611
 AJ3639!UTM  12      -   0.99993772  x   0.99964337  =   0.99958111
 AJ3639
 AJ3639                          SUPERSEDED SURVEY CONTROL
 AJ3639
 AJ3639.No superseded survey control is available for this station.
 AJ3639
 AJ3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4069279019(NAD 83)
 AJ3639_MARKER: I = METAL ROD
 AJ3639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3639_STAMPING: 2DN1 999
 AJ3639_MARK LOGO: MCDOT 
 AJ3639_PROJECTION: FLUSH
 AJ3639_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3639+STABILITY: POSITION/ELEVATION WELL
 AJ3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3639+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3639_ROD/PIPE-DEPTH:  6.1 meters
 AJ3639_SLEEVE-DEPTH  :  0.8 meters
 AJ3639
 AJ3639  HISTORY     - Date     Condition        Report By
 AJ3639  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3639
 AJ3639                          STATION DESCRIPTION
 AJ3639
 AJ3639'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3639'THE STATION IS LOCATED WITHIN THE TOWN OF QUEEN CREEK, TOWNSHIP 02
 AJ3639'SOUTH, RANGE 07 EAST, SECTION 21
 AJ3639'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3639'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3639'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.5 MI (15.3 KM) TO
 AJ3639'OCOTILLO ROAD, THENCE TURN RIGHT (WEST) ON TO OCOTILLO RD AND DRIVE
 AJ3639'600 FT (182.9 M) AND PARK AT THIS LOCATION AND WALK SOUTH 56 FT (17.1
 AJ3639'M) TO THE STATION AS DESCRIBED
 AJ3639'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3639'COMPRESSED ON A 16 FOOT (52.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3639'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3639'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DN1 1999, SURROUNDED WITH A
 AJ3639'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3639'MARKER
 AJ3639'STATION TIES
 AJ3639'56 FT (17.1 M) SOUTH OF THE CENTERLINE OF OCOTILLO ROAD
 AJ3639'25 FT (7.6 M) WEST OF AND 20 FT (6.1 M) NORTH OF THE NORTHWEST CORNER
 AJ3639'OF THE PARKING LOT FOR RAIN I AUTO SALES 20775 EAST OCOTILLO ROAD
 AJ3639'4 FT (1.2 M) WEST AND 2FT NORTH OF A 1/2 INCH REBAR WITH CAP 8899
 AJ3639'4.7 FT (1.4 M) EAST OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3639'RUNNING NORTH-SOUTH
 AJ3639'3.7 FT (1.1 M) SOUTH OF CARSONITE WITNESS POST
 AJ3639'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3639'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3659 ***********************************************************************
 AJ3659  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3659  DESIGNATION -  2DP1
 AJ3659  PID         -  AJ3659
 AJ3659  STATE/COUNTY-  AZ/MARICOPA
 AJ3659  USGS QUAD   -  SACATON NE (1978)
 AJ3659
 AJ3659                         *CURRENT SURVEY CONTROL
 AJ3659  ___________________________________________________________________
 AJ3659* NAD 83(1992)-  33 14 58.01767(N)    111 31 40.86009(W)     ADJUSTED  
 AJ3659* NAVD 88     -       467.03   (meters)    1532.2    (feet)  GPS OBS   
 AJ3659  ___________________________________________________________________
 AJ3659  X           -  -1,959,443.956 (meters)                     COMP
 AJ3659  Y           -  -4,967,214.054 (meters)                     COMP
 AJ3659  Z           -   3,477,367.988 (meters)                     COMP
 AJ3659  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AJ3659  ELLIP HEIGHT-         437.54  (meters)          (04/12/01) GPS OBS
 AJ3659  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AJ3659
 AJ3659  HORZ ORDER  -  B
 AJ3659  ELLP ORDER  -  THIRD     CLASS II
 AJ3659
 AJ3659.The horizontal coordinates were established by GPS observations
 AJ3659.and adjusted by the National Geodetic Survey in April 2001..
 AJ3659
 AJ3659.The orthometric height was determined by GPS observations and a
 AJ3659.high-resolution geoid model using precise GPS observation and
 AJ3659.processing techniques.
 AJ3659
 AJ3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3659
 AJ3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3659
 AJ3659.The ellipsoidal height was determined by GPS observations
 AJ3659.and is referenced to NAD 83.
 AJ3659
 AJ3659.The geoid height was determined by GEOID03.
 AJ3659
 AJ3659;                    North         East     Units Scale Factor Converg.
 AJ3659;SPC AZ C     -   249,481.719   249,574.529   MT  0.99991616   +0 12 47.1
 AJ3659;SPC AZ C     -   818,509.58    818,814.07   iFT  0.99991616   +0 12 47.1
 AJ3659;UTM  12      - 3,679,065.743   450,813.869   MT  0.99962983   -0 17 22.2
 AJ3659
 AJ3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3659!SPC AZ C     -   0.99993131  x   0.99991616  =   0.99984748
 AJ3659!UTM  12      -   0.99993131  x   0.99962983  =   0.99956117
 AJ3659
 AJ3659                          SUPERSEDED SURVEY CONTROL
 AJ3659
 AJ3659.No superseded survey control is available for this station.
 AJ3659
 AJ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5081479066(NAD 83)
 AJ3659_MARKER: I = METAL ROD
 AJ3659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3659_STAMPING: 2DP1 1999
 AJ3659_MARK LOGO: MCDOT 
 AJ3659_PROJECTION: FLUSH
 AJ3659_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3659+STABILITY: POSITION/ELEVATION WELL
 AJ3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3659+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3659_ROD/PIPE-DEPTH:  3.9 meters
 AJ3659_SLEEVE-DEPTH  :  0.8 meters
 AJ3659
 AJ3659  HISTORY     - Date     Condition        Report By
 AJ3659  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3659
 AJ3659                          STATION DESCRIPTION
 AJ3659
 AJ3659'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3659'THE STATION IS LOCATED WITHIN THE TOWN OF QUEEN CREEK, TOWNSHIP 02
 AJ3659'SOUTH, RANGE 08 EAST, SECTION 15
 AJ3659'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3659'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3659'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.0 MI (14.5 KM) TO
 AJ3659'RITTENHOUSE ROAD, THENCE TURN LEFT (SOUTHEAST) ON RITTENHOUSE ROAD AND
 AJ3659'DRIVE 0.8 MI (1.3 KM) TO OCOTILLO ROAD, THENCE TURN LEFT (EAST) AND
 AJ3659'DRIVE 5.4 MI (8.7 KM) TO SCHNEPF ROAD (END OF PAVEMENT) AND TO THE
 AJ3659'STATION ON THE NORTHEAST CORNER, STATION DESCRIBED AS
 AJ3659'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3659'COMPRESSED ON A 10.2 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3659'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3659'PIPE WITH DO NOT DISTURB - SURVEY MONUMENT CAST ON THE RING OF THE THE
 AJ3659'MONUMENT THE ACCESS COVER IS NOT STAMPED, SURROUNDED WITH A CONCRETE
 AJ3659'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3659'STATION TIES
 AJ3659'225 FT (68.6 M) EAST OF SCHNEPF ROAD ALIGNMENT(DIRT) CENTERLINE
 AJ3659'112 FT (34.1 M) NORTH OCOTILLO ROAD ALIGNMENT (DIRT) CENTERLINE
 AJ3659'47 FT (14.3 M) EAST OF THE EAST EDGE OF A GATE IN A BARBED WIRE FENCE
 AJ3659'ABOUT 118 FT (35.9 M) NORTH OF OCOTILLO ROAD ALIGNMENT AND EAST OF
 AJ3659'SCHNEPF RD.
 AJ3659'6.0 FT (1.8 M) SOUTH OF A BARBED WIRE FENCE
 AJ3659'4.9 FT (1.5 M) NORTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3659'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3659'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3805 ***********************************************************************
 AJ3805  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3805  DESIGNATION -  2EB3
 AJ3805  PID         -  AJ3805
 AJ3805  STATE/COUNTY-  AZ/MARICOPA
 AJ3805  USGS QUAD   -  MONTEZUMA PEAK (1967)
 AJ3805
 AJ3805                         *CURRENT SURVEY CONTROL
 AJ3805  ___________________________________________________________________
 AJ3805* NAD 83(1992)-  33 11 47.18571(N)    112 14 24.57218(W)     ADJUSTED  
 AJ3805* NAVD 88     -       471.74   (meters)    1547.7    (feet)  GPS OBS   
 AJ3805  ___________________________________________________________________
 AJ3805  X           -  -2,022,250.185 (meters)                     COMP
 AJ3805  Y           -  -4,945,461.486 (meters)                     COMP
 AJ3805  Z           -   3,472,451.698 (meters)                     COMP
 AJ3805  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 AJ3805  ELLIP HEIGHT-         441.57  (meters)          (04/12/01) GPS OBS
 AJ3805  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AJ3805
 AJ3805  HORZ ORDER  -  B
 AJ3805  ELLP ORDER  -  THIRD     CLASS II
 AJ3805
 AJ3805.The horizontal coordinates were established by GPS observations
 AJ3805.and adjusted by the National Geodetic Survey in April 2001..
 AJ3805
 AJ3805.The orthometric height was determined by GPS observations and a
 AJ3805.high-resolution geoid model using precise GPS observation and
 AJ3805.processing techniques.
 AJ3805
 AJ3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3805
 AJ3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3805
 AJ3805.The ellipsoidal height was determined by GPS observations
 AJ3805.and is referenced to NAD 83.
 AJ3805
 AJ3805.The geoid height was determined by GEOID03.
 AJ3805
 AJ3805;                    North         East     Units Scale Factor Converg.
 AJ3805;SPC AZ C     -   243,582.450   183,198.730   MT  0.99991121   -0 10 37.6
 AJ3805;SPC AZ C     -   799,155.02    601,045.70   iFT  0.99991121   -0 10 37.6
 AJ3805;UTM  12      - 3,673,749.719   384,403.282   MT  0.99976475   -0 40 44.7
 AJ3805
 AJ3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3805!SPC AZ C     -   0.99993068  x   0.99991121  =   0.99984190
 AJ3805!UTM  12      -   0.99993068  x   0.99976475  =   0.99969545
 AJ3805
 AJ3805                          SUPERSEDED SURVEY CONTROL
 AJ3805
 AJ3805.No superseded survey control is available for this station.
 AJ3805
 AJ3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8440373750(NAD 83)
 AJ3805_MARKER: I = METAL ROD
 AJ3805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3805_STAMPING: 2EB3 12/99
 AJ3805_MARK LOGO: MCDOT 
 AJ3805_PROJECTION: FLUSH
 AJ3805_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3805+STABILITY: POSITION/ELEVATION WELL
 AJ3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3805+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3805_ROD/PIPE-DEPTH:  3.7 meters
 AJ3805_SLEEVE-DEPTH  :  0.8 meters
 AJ3805
 AJ3805  HISTORY     - Date     Condition        Report By
 AJ3805  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3805
 AJ3805                          STATION DESCRIPTION
 AJ3805
 AJ3805'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3805'THE STATION IS LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHWEST OF THE
 AJ3805'CITY OF PHOENIX, 23 MI (37.0 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3805'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 3
 AJ3805'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3805'THE REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 AJ3805'STATE ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE
 AJ3805'ROUTE 238 FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON
 AJ3805'STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT
 AJ3805'(NORTH) ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR
 AJ3805'1.9 MI, (3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL
 AJ3805'ON THE NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE
 AJ3805'(TURNS INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE
 AJ3805'FOR 1.9 MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE
 AJ3805'NORTH ON 99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0
 AJ3805'KM) TO A GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE
 AJ3805'TURN LEFT (WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE,
 AJ3805'CURVING FROM WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AJ3805'WITH A DIRT ROAD, THENCE TURN RIGHT ONTO THE DIRT ROAD, WHICH
 AJ3805'PARALLELS THE NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR
 AJ3805'1.5 MI (2.4 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) AND
 AJ3805'DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD, THENCE BEAR LEFT
 AJ3805'(NORTHWEST) ONTO THE POWER LINE ROAD (330803N-1121516W) AND DRIVE
 AJ3805'NORTHWESTERLY ALONG THE POWER LINE FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AJ3805'RIGHT, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE FOR 0.2
 AJ3805'MI (0.3 KM) UNDER THE POWER LINES AND THROUGH A GATE IN A FENCE LINE
 AJ3805'TO A DIRT TRAIL LEFT, THENCE TURN LEFT (NORTHEAST) ONTO THE TRAIL
 AJ3805'(330953N-1121542W) AND DRIVE NORTHEASTERLY ON THE TRAIL, WHICH
 AJ3805'REQUIRES 4-WHEEL DRIVE AS IT BECOMES A SANDY DRAIN, FOR 2.7 MI (4.3
 AJ3805'KM) TO THE STATION ON THE LEFT (NORTHWEST) SIDE OF THE ROAD
 AJ3805'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3805'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3805'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3805'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3805'STAMPED 2EB3 12/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3805'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3805'STATION TIES
 AJ3805'THE STATION IS 20 FT (6.1 M) NORTHWEST OF THE CENTERLINE OF THE DIRT
 AJ3805'TRAIL
 AJ3805'3.3 FT (1.0 M) SOUTHEAST OF THE CARSONITE MARKER
 AJ3805'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3805'WWWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3658 ***********************************************************************
 AJ3658  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3658  DESIGNATION -  2EI1
 AJ3658  PID         -  AJ3658
 AJ3658  STATE/COUNTY-  AZ/MARICOPA
 AJ3658  USGS QUAD   -  GILA BUTTE NW (1981)
 AJ3658
 AJ3658                         *CURRENT SURVEY CONTROL
 AJ3658  ___________________________________________________________________
 AJ3658* NAD 83(1992)-  33 12 13.43855(N)    111 53 34.40861(W)     ADJUSTED  
 AJ3658* NAVD 88     -       360.24   (meters)    1181.9    (feet)  GPS OBS   
 AJ3658  ___________________________________________________________________
 AJ3658  X           -  -1,992,039.098 (meters)                     COMP
 AJ3658  Y           -  -4,957,130.009 (meters)                     COMP
 AJ3658  Z           -   3,473,067.574 (meters)                     COMP
 AJ3658  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AJ3658  ELLIP HEIGHT-         330.29  (meters)          (04/12/01) GPS OBS
 AJ3658  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AJ3658
 AJ3658  HORZ ORDER  -  B
 AJ3658  ELLP ORDER  -  THIRD     CLASS II
 AJ3658
 AJ3658.The horizontal coordinates were established by GPS observations
 AJ3658.and adjusted by the National Geodetic Survey in April 2001..
 AJ3658
 AJ3658.The orthometric height was determined by GPS observations and a
 AJ3658.high-resolution geoid model using precise GPS observation and
 AJ3658.processing techniques.
 AJ3658
 AJ3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3658
 AJ3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3658
 AJ3658.The ellipsoidal height was determined by GPS observations
 AJ3658.and is referenced to NAD 83.
 AJ3658
 AJ3658.The geoid height was determined by GEOID03.
 AJ3658
 AJ3658;                    North         East     Units Scale Factor Converg.
 AJ3658;SPC AZ C     -   244,344.794   215,576.544   MT  0.99990006   +0 00 46.9
 AJ3658;SPC AZ C     -   801,656.15    707,272.13   iFT  0.99990006   +0 00 46.9
 AJ3658;UTM  12      - 3,674,228.280   416,780.685   MT  0.99968539   -0 29 20.4
 AJ3658
 AJ3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3658!SPC AZ C     -   0.99994815  x   0.99990006  =   0.99984821
 AJ3658!UTM  12      -   0.99994815  x   0.99968539  =   0.99963355
 AJ3658
 AJ3658                          SUPERSEDED SURVEY CONTROL
 AJ3658
 AJ3658.No superseded survey control is available for this station.
 AJ3658
 AJ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1678174228(NAD 83)
 AJ3658_MARKER: I = METAL ROD
 AJ3658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3658_STAMPING: 2EI1 1999
 AJ3658_MARK LOGO: MCDOT 
 AJ3658_PROJECTION: FLUSH
 AJ3658_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3658+STABILITY: POSITION/ELEVATION WELL
 AJ3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3658+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3658_ROD/PIPE-DEPTH: 14.0 meters
 AJ3658_SLEEVE-DEPTH  :  0.8 meters
 AJ3658
 AJ3658  HISTORY     - Date     Condition        Report By
 AJ3658  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3658
 AJ3658                          STATION DESCRIPTION
 AJ3658
 AJ3658'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3658'THE STATION IS LOCATED WITHIN THE COMMUNITY OF SUN LAKES, TWO MILES
 AJ3658'SOUTH OF THE CITY OF CHANDLER, TOWNSHIP 02 SOUTH, RANGE 05 EAST,
 AJ3658'SECTION 31
 AJ3658'OWNERSHIP - PRIVATE
 AJ3658'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND RIGGS ROAD (EXIT
 AJ3658'167) , DRIVE EAST ON RIGGS ROAD FOR 1.6 MI (2.6 KM) TO PRICE ROAD,
 AJ3658'THENCE TURN RIGHT (SOUTH) ON PRICE RD (DIRT RD) AND DRIVE 1.0 MI (1.6
 AJ3658'KM) TO HUNT HIGHWAY AND THE STATION ON THE NORTHEAST CORNER AS
 AJ3658'DESCRIBED
 AJ3658'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3658'COMPRESSED ON A 46 FOOT (14.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3658'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3658'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2EI1 1999,
 AJ3658'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3658'A WHITE CARSONITE MARKER 4 FT (1.2 M) SOUTH OF THE STATION
 AJ3658'STATION TIES
 AJ3658'92 FT (28.0 M) NORTH OF A BARBED WIRE FENCE CONSTRUCTED ALONG NORTH
 AJ3658'NORTH SIDE HUNT HIGHWAY
 AJ3658'43 FT (13.1 M) EAST OF THE BARBED WIRE FENCE ON THE EAST SIDE OF PRICE
 AJ3658'RD
 AJ3658'4.0 FT (1.2 M) NORTH OF THE CARSONITE MARKER
 AJ3658'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3658'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3657 ***********************************************************************
 AJ3657  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3657  DESIGNATION -  2EK1
 AJ3657  PID         -  AJ3657
 AJ3657  STATE/COUNTY-  AZ/MARICOPA
 AJ3657  USGS QUAD   -  GILA BUTTE (1981)
 AJ3657
 AJ3657                         *CURRENT SURVEY CONTROL
 AJ3657  ___________________________________________________________________
 AJ3657* NAD 83(1992)-  33 12 17.30783(N)    111 47 21.73870(W)     ADJUSTED  
 AJ3657* NAVD 88     -       382.08   (meters)    1253.5    (feet)  GPS OBS   
 AJ3657  ___________________________________________________________________
 AJ3657  X           -  -1,983,062.121 (meters)                     COMP
 AJ3657  Y           -  -4,960,677.485 (meters)                     COMP
 AJ3657  Z           -   3,473,179.346 (meters)                     COMP
 AJ3657  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3657  ELLIP HEIGHT-         352.25  (meters)          (04/12/01) GPS OBS
 AJ3657  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AJ3657
 AJ3657  HORZ ORDER  -  B
 AJ3657  ELLP ORDER  -  THIRD     CLASS II
 AJ3657
 AJ3657.The horizontal coordinates were established by GPS observations
 AJ3657.and adjusted by the National Geodetic Survey in April 2001..
 AJ3657
 AJ3657.The orthometric height was determined by GPS observations and a
 AJ3657.high-resolution geoid model using precise GPS observation and
 AJ3657.processing techniques.
 AJ3657
 AJ3657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3657
 AJ3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3657
 AJ3657.The ellipsoidal height was determined by GPS observations
 AJ3657.and is referenced to NAD 83.
 AJ3657
 AJ3657.The geoid height was determined by GEOID03.
 AJ3657
 AJ3657;                    North         East     Units Scale Factor Converg.
 AJ3657;SPC AZ C     -   244,470.954   225,227.365   MT  0.99990174   +0 04 11.0
 AJ3657;SPC AZ C     -   802,070.06    738,934.92   iFT  0.99990174   +0 04 11.0
 AJ3657;UTM  12      - 3,674,269.868   426,430.070   MT  0.99966673   -0 25 56.3
 AJ3657
 AJ3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3657!SPC AZ C     -   0.99994470  x   0.99990174  =   0.99984645
 AJ3657!UTM  12      -   0.99994470  x   0.99966673  =   0.99961145
 AJ3657
 AJ3657                          SUPERSEDED SURVEY CONTROL
 AJ3657
 AJ3657.No superseded survey control is available for this station.
 AJ3657
 AJ3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2643074270(NAD 83)
 AJ3657_MARKER: I = METAL ROD
 AJ3657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3657_STAMPING: 2EK1 1999
 AJ3657_MARK LOGO: MCDOT 
 AJ3657_PROJECTION: FLUSH
 AJ3657_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3657+STABILITY: POSITION/ELEVATION WELL
 AJ3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3657+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3657_ROD/PIPE-DEPTH:  7.5 meters
 AJ3657_SLEEVE-DEPTH  :  0.8 meters
 AJ3657
 AJ3657  HISTORY     - Date     Condition        Report By
 AJ3657  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3657  HISTORY     - 20020117 MARK NOT FOUND   NGS
 AJ3657
 AJ3657                          STATION DESCRIPTION
 AJ3657
 AJ3657'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3657'THE STATION IS LOCATED WITHIN THE SUN LAKES COMMUNITY OF MARICOPA
 AJ3657'COUNTY, TOWNSHIP 02 SOUTH, RANGE 05 EAST, SECTION 36
 AJ3657'OWNERSHIP - PRIVATE
 AJ3657'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3657'182) , DRIVE SOUTH ON GILBERT ROAD FOR 12.5 MI (20.1 KM) TO HUNT
 AJ3657'HIGHWAY TO THE STATION ON THE NORTHWEST CORNER, THE STATION AS
 AJ3657'DESCRIBED
 AJ3657'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3657'COMPRESSED ON A 24.5 FOOT (7.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3657'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3657'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2EK1 1999, SURROUNDED
 AJ3657'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3657'CARSONITE MARKER
 AJ3657'STATION TIES
 AJ3657'50 FT (15.2 M) WEST OF THE CENTERLINE GILBERT ROAD
 AJ3657'42 FT (12.8 M) NORTH OF THE CENTERLINE OF HUNT HIGHWAY
 AJ3657'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3657'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3657
 AJ3657                          STATION RECOVERY (2002)
 AJ3657
 AJ3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 AJ3657'STATION WAS REPORTED AS DESTROYED/LOST TO THE NGS GEODETIC ADVISOR BY
 AJ3657'THE MARICOPA DEPT. OF TRANSPORTATION.  STATION MARK WAS NOT RECOVERED.
 AJ3657' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3656 ***********************************************************************
 AJ3656  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3656  DESIGNATION -  2EM1
 AJ3656  PID         -  AJ3656
 AJ3656  STATE/COUNTY-  AZ/MARICOPA
 AJ3656  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3656
 AJ3656                         *CURRENT SURVEY CONTROL
 AJ3656  ___________________________________________________________________
 AJ3656* NAD 83(1992)-  33 12 18.52624(N)    111 41 08.89604(W)     ADJUSTED  
 AJ3656* NAVD 88     -       440.81   (meters)    1446.2    (feet)  GPS OBS   
 AJ3656  ___________________________________________________________________
 AJ3656  X           -  -1,974,102.628 (meters)                     COMP
 AJ3656  Y           -  -4,964,280.662 (meters)                     COMP
 AJ3656  Z           -   3,473,243.027 (meters)                     COMP
 AJ3656  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AJ3656  ELLIP HEIGHT-         411.18  (meters)          (04/12/01) GPS OBS
 AJ3656  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AJ3656
 AJ3656  HORZ ORDER  -  B
 AJ3656  ELLP ORDER  -  THIRD     CLASS II
 AJ3656
 AJ3656.The horizontal coordinates were established by GPS observations
 AJ3656.and adjusted by the National Geodetic Survey in April 2001..
 AJ3656
 AJ3656.The orthometric height was determined by GPS observations and a
 AJ3656.high-resolution geoid model using precise GPS observation and
 AJ3656.processing techniques.
 AJ3656
 AJ3656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3656
 AJ3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3656
 AJ3656.The ellipsoidal height was determined by GPS observations
 AJ3656.and is referenced to NAD 83.
 AJ3656
 AJ3656.The geoid height was determined by GEOID03.
 AJ3656
 AJ3656;                    North         East     Units Scale Factor Converg.
 AJ3656;SPC AZ C     -   244,525.013   234,882.620   MT  0.99990571   +0 07 35.1
 AJ3656;SPC AZ C     -   802,247.42    770,612.27   iFT  0.99990571   +0 07 35.1
 AJ3656;UTM  12      - 3,674,239.337   436,083.061   MT  0.99965037   -0 22 32.1
 AJ3656
 AJ3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3656!SPC AZ C     -   0.99993545  x   0.99990571  =   0.99984117
 AJ3656!UTM  12      -   0.99993545  x   0.99965037  =   0.99958584
 AJ3656
 AJ3656                          SUPERSEDED SURVEY CONTROL
 AJ3656
 AJ3656.No superseded survey control is available for this station.
 AJ3656
 AJ3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3608374239(NAD 83)
 AJ3656_MARKER: I = METAL ROD
 AJ3656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3656_STAMPING: 2EM1 1999
 AJ3656_PROJECTION: FLUSH
 AJ3656_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3656+STABILITY: POSITION/ELEVATION WELL
 AJ3656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3656+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3656_ROD/PIPE-DEPTH:  3.0 meters
 AJ3656_SLEEVE-DEPTH  :  0.8 meters
 AJ3656
 AJ3656  HISTORY     - Date     Condition        Report By
 AJ3656  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3656
 AJ3656                          STATION DESCRIPTION
 AJ3656
 AJ3656'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3656'THE STATION IS LOCATED ABOUT ONE MILE SOUTH OF RIGGS ROAD IN THE TOWN
 AJ3656'OF QUEEN CREEK, TOWNSHIP 02 SOUTH, RANGE 07 EAST, SECTION 31
 AJ3656'OWNERSHIP - MCDOT R/W
 AJ3656'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3656'180) , DRIVE SOUTH ON POWER ROAD FOR 12.5 MI (20.1 KM) ROAD, AND PARK,
 AJ3656'THE STATION IS SET IN A SAND, GRAVEL AND CLAY AREA 33 FEET (10.1 M)
 AJ3656'EAST OF THE CENTERLINE OF POWER ROAD AND 200 FT (61.0 M) NORTH OF HUNT
 AJ3656'HIGHWAY ,TO THE STATION AS DESCRIBED
 AJ3656'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3656'COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3656'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3656'WITH A SURVEY MONUMENT ACCESS COVER STAMPED 2EM1 1999, SURROUNDED WITH
 AJ3656'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3656'CARSONITE MARKER
 AJ3656'STATION TIES
 AJ3656'200 FT (61.0 M) NORTH ALONG A LINE 33 FT (10.1 M) EAST OF THE
 AJ3656'CENTERLINE OF POWER ROAD FROM THE CENTERLINE OF HUNT HIGHWAY
 AJ3656'33 FT (10.1 M) EAST OF THE CENTERLINE OF POWER ROAD AT A PLACE 200 FT
 AJ3656'(61.0 M) NORTH OF THE CENTERLINE OF HUNT HIGHWAY
 AJ3656'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3656'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3655 ***********************************************************************
 AJ3655  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3655  DESIGNATION -  2EO2
 AJ3655  PID         -  AJ3655
 AJ3655  STATE/COUNTY-  AZ/MARICOPA
 AJ3655  USGS QUAD   -  SACATON NE (1978)
 AJ3655
 AJ3655                         *CURRENT SURVEY CONTROL
 AJ3655  ___________________________________________________________________
 AJ3655* NAD 83(1992)-  33 12 45.05531(N)    111 34 56.76754(W)     ADJUSTED  
 AJ3655* NAVD 88     -       446.06   (meters)    1463.4    (feet)  GPS OBS   
 AJ3655  ___________________________________________________________________
 AJ3655  X           -  -1,964,980.189 (meters)                     COMP
 AJ3655  Y           -  -4,967,421.999 (meters)                     COMP
 AJ3655  Z           -   3,473,929.817 (meters)                     COMP
 AJ3655  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AJ3655  ELLIP HEIGHT-         416.52  (meters)          (04/12/01) GPS OBS
 AJ3655  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3655
 AJ3655  HORZ ORDER  -  B
 AJ3655  ELLP ORDER  -  THIRD     CLASS II
 AJ3655
 AJ3655.The horizontal coordinates were established by GPS observations
 AJ3655.and adjusted by the National Geodetic Survey in April 2001..
 AJ3655
 AJ3655.The orthometric height was determined by GPS observations and a
 AJ3655.high-resolution geoid model using precise GPS observation and
 AJ3655.processing techniques.
 AJ3655
 AJ3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3655
 AJ3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3655
 AJ3655.The ellipsoidal height was determined by GPS observations
 AJ3655.and is referenced to NAD 83.
 AJ3655
 AJ3655.The geoid height was determined by GEOID03.
 AJ3655
 AJ3655;                    North         East     Units Scale Factor Converg.
 AJ3655;SPC AZ C     -   245,368.266   244,516.843   MT  0.99991196   +0 10 59.1
 AJ3655;SPC AZ C     -   805,014.00    802,220.61   iFT  0.99991196   +0 10 59.1
 AJ3655;UTM  12      - 3,674,997.935   445,721.743   MT  0.99963632   -0 19 08.5
 AJ3655
 AJ3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3655!SPC AZ C     -   0.99993461  x   0.99991196  =   0.99984658
 AJ3655!UTM  12      -   0.99993461  x   0.99963632  =   0.99957096
 AJ3655
 AJ3655                          SUPERSEDED SURVEY CONTROL
 AJ3655
 AJ3655.No superseded survey control is available for this station.
 AJ3655
 AJ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4572274998(NAD 83)
 AJ3655_MARKER: I = METAL ROD
 AJ3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3655_STAMPING: 2EO2 1999
 AJ3655_MARK LOGO: MCDOT 
 AJ3655_PROJECTION: FLUSH
 AJ3655_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3655+STABILITY: POSITION/ELEVATION WELL
 AJ3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3655+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 AJ3655_ROD/PIPE-DEPTH: 13.8 meters
 AJ3655_SLEEVE-DEPTH  :  0.8 meters
 AJ3655
 AJ3655  HISTORY     - Date     Condition        Report By
 AJ3655  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3655  HISTORY     - 20050505 GOOD             EVANS
 AJ3655
 AJ3655                          STATION DESCRIPTION
 AJ3655
 AJ3655'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3655'THE STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH COMBS ROAD IN THE TOWN OF
 AJ3655'QUEEN CREEK, PINAL COUNTY, TOWNSHIP 02 SOUTH, RANGE 08 EAST, SECTION
 AJ3655'31
 AJ3655'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3655'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3655'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 12.5 MI (20.1 KM) TO
 AJ3655'EMPIRE BLVD, THENCE TURN LEFT (EAST) ON TO EMPIRE BLVD AND DRIVE 3.0
 AJ3655'MI (4.8 KM) TO MERIDIAN ROAD (EMPIRE ROAD TURNS TO DIRT BEFORE
 AJ3655'REACHING MERIDIAN ROAD), THENCE TURN LEFT (NORTH) ON TO MERIDIAN ROAD
 AJ3655'(THERE ARE TWO DIRT ROADS STRADDLING A IRRIGATION DITCH HEADING NORTH,
 AJ3655'TAKE THE EASTERN MOST DIRT ROAD) AND DRIVE NORTH FOR 0.5 MI (0.1 KM)
 AJ3655'TO THE STATION ON THE RIGHT (EAST) AS DESCRIBED
 AJ3655'STATION AS DESCRIBED
 AJ3655'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3655'COMPRESSED ON A 45.4 FOOT (13.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3655'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3655'PIPE WITH A COUNTY LOGO ACCESS COVER UNSTAMPED, SURROUNDED WITH A
 AJ3655'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3655'MARKER
 AJ3655'STATION TIES
 AJ3655'74 FT (22.5 M) EASTERLY OF THE WESTERLY NORTH-SOUTH DIRT ROADS ON
 AJ3655'MERIDIAN
 AJ3655'48 FT (16.4 M) SOUTHEAST OF A POWER POLE
 AJ3655'12.5 FT (3.8 M) WESTERLY OF A CONCRETE HEADWALL WITH A CHAIN LINK
 AJ3655'FENCE ON TOP
 AJ3655'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3655'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3655
 AJ3655                          STATION RECOVERY (2005)
 AJ3655
 AJ3655'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 AJ3655'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3806 ***********************************************************************
 AJ3806  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3806  DESIGNATION -  2FB3
 AJ3806  PID         -  AJ3806
 AJ3806  STATE/COUNTY-  AZ/MARICOPA
 AJ3806  USGS QUAD   -  MOBILE NE (1973)
 AJ3806
 AJ3806                         *CURRENT SURVEY CONTROL
 AJ3806  ___________________________________________________________________
 AJ3806* NAD 83(1992)-  33 09 51.43475(N)    112 15 21.81256(W)     ADJUSTED  
 AJ3806* NAVD 88     -       429.20   (meters)    1408.1    (feet)  GPS OBS   
 AJ3806  ___________________________________________________________________
 AJ3806  X           -  -2,024,348.198 (meters)                     COMP
 AJ3806  Y           -  -4,946,673.367 (meters)                     COMP
 AJ3806  Z           -   3,469,443.556 (meters)                     COMP
 AJ3806  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 AJ3806  ELLIP HEIGHT-         398.89  (meters)          (04/12/01) GPS OBS
 AJ3806  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AJ3806
 AJ3806  HORZ ORDER  -  B
 AJ3806  ELLP ORDER  -  THIRD     CLASS II
 AJ3806
 AJ3806.The horizontal coordinates were established by GPS observations
 AJ3806.and adjusted by the National Geodetic Survey in April 2001..
 AJ3806
 AJ3806.The orthometric height was determined by GPS observations and a
 AJ3806.high-resolution geoid model using precise GPS observation and
 AJ3806.processing techniques.
 AJ3806
 AJ3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3806
 AJ3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3806
 AJ3806.The ellipsoidal height was determined by GPS observations
 AJ3806.and is referenced to NAD 83.
 AJ3806
 AJ3806.The geoid height was determined by GEOID03.
 AJ3806
 AJ3806;                    North         East     Units Scale Factor Converg.
 AJ3806;SPC AZ C     -   240,021.457   181,704.694   MT  0.99991235   -0 11 08.4
 AJ3806;SPC AZ C     -   787,471.97    596,144.01   iFT  0.99991235   -0 11 08.4
 AJ3806;UTM  12      - 3,670,202.460   382,878.341   MT  0.99976913   -0 41 13.9
 AJ3806
 AJ3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3806!SPC AZ C     -   0.99993738  x   0.99991235  =   0.99984973
 AJ3806!UTM  12      -   0.99993738  x   0.99976913  =   0.99970652
 AJ3806
 AJ3806                          SUPERSEDED SURVEY CONTROL
 AJ3806
 AJ3806.No superseded survey control is available for this station.
 AJ3806
 AJ3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8287870202(NAD 83)
 AJ3806_MARKER: I = METAL ROD
 AJ3806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3806_STAMPING: 2FB3 11-1999
 AJ3806_MARK LOGO: MCDOT 
 AJ3806_PROJECTION: FLUSH
 AJ3806_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3806+STABILITY: POSITION/ELEVATION WELL
 AJ3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3806+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3806_ROD/PIPE-DEPTH:  3.7 meters
 AJ3806_SLEEVE-DEPTH  :  0.8 meters
 AJ3806
 AJ3806  HISTORY     - Date     Condition        Report By
 AJ3806  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3806
 AJ3806                          STATION DESCRIPTION
 AJ3806
 AJ3806'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3806'THE STATION IS LOCATED APPROXIMATELY 22 MI (35.4 KM) SOUTHWEST OF THE
 AJ3806'CITY OF PHOENIX, 24 MI (38.6 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3806'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3806'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3806'THE REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 AJ3806'STATE ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE
 AJ3806'ROUTE 238 FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON
 AJ3806'STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT
 AJ3806'(NORTH) ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR
 AJ3806'1.9 MI, (3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL
 AJ3806'ON THE NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE
 AJ3806'(TURNS INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE
 AJ3806'FOR 1.9 MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE
 AJ3806'NORTH ON 99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0
 AJ3806'KM) TO A GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE
 AJ3806'TURN LEFT (WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE,
 AJ3806'CURVING FROM WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AJ3806'WITH A DIRT ROAD, THENCE TURN RIGHT ONTO THE DIRT ROAD, WHICH
 AJ3806'PARALLELS THE NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR
 AJ3806'1.5 MI (2.4 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) AND
 AJ3806'DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD, THENCE BEAR LEFT
 AJ3806'(NORTHWEST) ONTO THE POWER LINE ROAD (330803N-1121516W) AND DRIVE
 AJ3806'NORTHWESTERLY ALONG THE POWER LINE FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AJ3806'RIGHT, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD (330954N-1121555W)
 AJ3806'AND DRIVE EAST, PASSING UNDER THE POWER LINES, FOR 0.2 MI (0.3 KM) TO
 AJ3806'A GATE IN A FENCE LINE, THENCE CONTINUE ON THE DIRT ROAD, THROUGH THE
 AJ3806'GATE, AND BEAR RIGHT (SOUTHEASTERLY) FOR 0.4 MI (0.6 KM) TO THE
 AJ3806'STATION ON THE LEFT (NORTHEAST) SIDE OF THE ROAD
 AJ3806'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3806'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3806'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3806'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3806'STAMPED 2FB3 12/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3806'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3806'STATION TIES
 AJ3806'THE STATION IS 25 FT (7.6 M) NORTHEAST OF THE CENTERLINE OF THE DIRT
 AJ3806'TRAIL
 AJ3806'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3806'WWWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3807 ***********************************************************************
 AJ3807  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3807  DESIGNATION -  2GC3
 AJ3807  PID         -  AJ3807
 AJ3807  STATE/COUNTY-  AZ/MARICOPA
 AJ3807  USGS QUAD   -  ENID (1978)
 AJ3807
 AJ3807                         *CURRENT SURVEY CONTROL
 AJ3807  ___________________________________________________________________
 AJ3807* NAD 83(1992)-  33 07 09.62305(N)    112 12 23.45817(W)     ADJUSTED  
 AJ3807* NAVD 88     -       492.02   (meters)    1614.2    (feet)  GPS OBS   
 AJ3807  ___________________________________________________________________
 AJ3807  X           -  -2,021,120.117 (meters)                     COMP
 AJ3807  Y           -  -4,950,994.047 (meters)                     COMP
 AJ3807  Z           -   3,465,303.573 (meters)                     COMP
 AJ3807  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AJ3807  ELLIP HEIGHT-         461.72  (meters)          (04/12/01) GPS OBS
 AJ3807  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AJ3807
 AJ3807  HORZ ORDER  -  B
 AJ3807  ELLP ORDER  -  THIRD     CLASS II
 AJ3807
 AJ3807.The horizontal coordinates were established by GPS observations
 AJ3807.and adjusted by the National Geodetic Survey in April 2001..
 AJ3807
 AJ3807.The orthometric height was determined by GPS observations and a
 AJ3807.high-resolution geoid model using precise GPS observation and
 AJ3807.processing techniques.
 AJ3807
 AJ3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3807
 AJ3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3807
 AJ3807.The ellipsoidal height was determined by GPS observations
 AJ3807.and is referenced to NAD 83.
 AJ3807
 AJ3807.The geoid height was determined by GEOID03.
 AJ3807
 AJ3807;                    North         East     Units Scale Factor Converg.
 AJ3807;SPC AZ C     -   235,023.036   186,311.817   MT  0.99990902   -0 09 30.1
 AJ3807;SPC AZ C     -   771,072.95    611,259.24   iFT  0.99990902   -0 09 30.1
 AJ3807;UTM  12      - 3,665,164.673   387,440.886   MT  0.99975621   -0 39 33.4
 AJ3807
 AJ3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3807!SPC AZ C     -   0.99992752  x   0.99990902  =   0.99983654
 AJ3807!UTM  12      -   0.99992752  x   0.99975621  =   0.99968374
 AJ3807
 AJ3807                          SUPERSEDED SURVEY CONTROL
 AJ3807
 AJ3807.No superseded survey control is available for this station.
 AJ3807
 AJ3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8744165165(NAD 83)
 AJ3807_MARKER: DD = SURVEY DISK
 AJ3807_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ3807_STAMPING: 2GC3 1999
 AJ3807_MARK LOGO: MCDOT 
 AJ3807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3807+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3807
 AJ3807  HISTORY     - Date     Condition        Report By
 AJ3807  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3807
 AJ3807                          STATION DESCRIPTION
 AJ3807
 AJ3807'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3807'THE STATION IS LOCATED APPROXIMATELY 24 MI (38.6 KM) SOUTHWEST OF THE
 AJ3807'CITY OF PHOENIX, 28 MI (45.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3807'TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 36
 AJ3807'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3807'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3807'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3807'FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON STATE
 AJ3807'ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT (NORTH)
 AJ3807'ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR 1.9 MI
 AJ3807'(3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL ON THE
 AJ3807'NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE (TURNS
 AJ3807'INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE FOR 1.9
 AJ3807'MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE NORTH ON
 AJ3807'99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0 KM) TO A
 AJ3807'GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE TURN LEFT
 AJ3807'(WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE, CURVING FROM
 AJ3807'WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH A DIRT
 AJ3807'ROAD, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD, WHICH PARALLELS THE
 AJ3807'NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR 1.5 MI (2.4
 AJ3807'KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD
 AJ3807'(330657-1121516) AND DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD,
 AJ3807'THENCE BEAR LEFT (NORTHWEST) ONTO THE POWER LINE ROAD,
 AJ3807'(330803-1121516W) AND DRIVE NORTHWESTERLY ALONG THE POWER LINE ROAD
 AJ3807'FOR 2.2 MI (3.5 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (EAST)
 AJ3807'ONTO THE DIRT ROAD (330954N-1121555W) AND DRIVE EAST, PASSING UNDER
 AJ3807'THE POWER LINES, FOR 0.2 MI (0.3 KM) TO A GATE IN A FENCE LINE, THENCE
 AJ3807'CONTINUE EAST ON THE DIRT, PASSING THROUGH THE FENCE, AND BEAR RIGHT
 AJ3807'(SOUTHEASTERLY) ON THE DIRT ROAD FOR 4.9 MI (7.9 KM) TO A DIRT TRAIL,
 AJ3807'THENCE TURN RIGHT (WEST) ONTO THE DIRT TRAIL (330726N-1121210W) AND
 AJ3807'DRIVE FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF
 AJ3807'THE ROAD
 AJ3807'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A 3 1/2 INCH MARICOPA
 AJ3807'COUNTY D.O.T.  BRASS DISK, STAMPED 2GC3 1999, SET IN A CONCRETE SLAB,
 AJ3807'MARKED BY A WHITE CARSONITE MARKER
 AJ3807'STATION TIES
 AJ3807'THE STATION IS 15 FT (4.6 M) SOUTH OF THE CENTER LINE OF THE DIRT
 AJ3807'TRAIL
 AJ3807'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3807'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3803 ***********************************************************************
 AJ3803  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3803  DESIGNATION -  2HB1
 AJ3803  PID         -  AJ3803
 AJ3803  STATE/COUNTY-  AZ/MARICOPA
 AJ3803  USGS QUAD   -  MOBILE (1978)
 AJ3803
 AJ3803                         *CURRENT SURVEY CONTROL
 AJ3803  ___________________________________________________________________
 AJ3803* NAD 83(1992)-  33 04 22.71096(N)    112 15 25.33933(W)     ADJUSTED  
 AJ3803* NAVD 88     -       390.80   (meters)    1282.1    (feet)  GPS OBS   
 AJ3803  ___________________________________________________________________
 AJ3803  X           -  -2,026,516.424 (meters)                     COMP
 AJ3803  Y           -  -4,951,730.080 (meters)                     COMP
 AJ3803  Z           -   3,460,940.082 (meters)                     COMP
 AJ3803  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AJ3803  ELLIP HEIGHT-         360.29  (meters)          (04/12/01) GPS OBS
 AJ3803  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AJ3803
 AJ3803  HORZ ORDER  -  B
 AJ3803  ELLP ORDER  -  THIRD     CLASS II
 AJ3803
 AJ3803.The horizontal coordinates were established by GPS observations
 AJ3803.and adjusted by the National Geodetic Survey in April 2001..
 AJ3803
 AJ3803.The orthometric height was determined by GPS observations and a
 AJ3803.high-resolution geoid model using precise GPS observation and
 AJ3803.processing techniques.
 AJ3803
 AJ3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3803
 AJ3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3803
 AJ3803.The ellipsoidal height was determined by GPS observations
 AJ3803.and is referenced to NAD 83.
 AJ3803
 AJ3803.The geoid height was determined by GEOID03.
 AJ3803
 AJ3803;                    North         East     Units Scale Factor Converg.
 AJ3803;SPC AZ C     -   229,895.575   181,580.453   MT  0.99991245   -0 11 08.7
 AJ3803;SPC AZ C     -   754,250.57    595,736.39   iFT  0.99991245   -0 11 08.7
 AJ3803;UTM  12      - 3,660,079.499   382,665.608   MT  0.99976975   -0 41 09.8
 AJ3803
 AJ3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3803!SPC AZ C     -   0.99994344  x   0.99991245  =   0.99985589
 AJ3803!UTM  12      -   0.99994344  x   0.99976975  =   0.99971320
 AJ3803
 AJ3803                          SUPERSEDED SURVEY CONTROL
 AJ3803
 AJ3803.No superseded survey control is available for this station.
 AJ3803
 AJ3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8266660079(NAD 83)
 AJ3803_MARKER: I = METAL ROD
 AJ3803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3803_STAMPING: 2HB1 11-1999
 AJ3803_MARK LOGO: MCDOT 
 AJ3803_PROJECTION: FLUSH
 AJ3803_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3803+STABILITY: POSITION/ELEVATION WELL
 AJ3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3803+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3803_ROD/PIPE-DEPTH:  3.7 meters
 AJ3803_SLEEVE-DEPTH  :  0.8 meters
 AJ3803
 AJ3803  HISTORY     - Date     Condition        Report By
 AJ3803  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3803
 AJ3803                          STATION DESCRIPTION
 AJ3803
 AJ3803'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3803'THE STATION IS LOCATED APPROXIMATELY 28 MI (45.1 KM) SOUTHWEST OF THE
 AJ3803'CITY OF PHOENIX, 28 MI (45.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3803'TOWNSHIP 4 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3803'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3803'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN THE TOWN
 AJ3803'OF GILA BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 31, THENCE
 AJ3803'CONTINUE EAST ON STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE,
 AJ3803'THENCE TURN LEFT (NORTH) ONTO 91ST AVENUE AND DRIVE, FOLLOWING THE
 AJ3803'ROAD AS IT CURVES TO THE WEST, FOR 1.0 MI (1.6 KM) TO THE STATION ON
 AJ3803'THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3803'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3803'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3803'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3803'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3803'STAMPED 2HB1 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3803'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3803'STATION TIES
 AJ3803'THE STATION IS 75 FT (22.9 M) NORTH OF THE CENTERLINE OF THE PAVED
 AJ3803'ROAD
 AJ3803'16 FT (4.9 M) NORTH OF THE FENCE
 AJ3803'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3803'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3810 ***********************************************************************
 AJ3810  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3810  DESIGNATION -  2IA3
 AJ3810  PID         -  AJ3810
 AJ3810  STATE/COUNTY-  AZ/MARICOPA
 AJ3810  USGS QUAD   -  MOBILE (1978)
 AJ3810
 AJ3810                         *CURRENT SURVEY CONTROL
 AJ3810  ___________________________________________________________________
 AJ3810* NAD 83(1992)-  33 01 50.33230(N)    112 17 34.98158(W)     ADJUSTED  
 AJ3810* NAVD 88     -       422.81   (meters)    1387.2    (feet)  GPS OBS   
 AJ3810  ___________________________________________________________________
 AJ3810  X           -  -2,030,609.741 (meters)                     COMP
 AJ3810  Y           -  -4,952,849.212 (meters)                     COMP
 AJ3810  Z           -   3,457,022.581 (meters)                     COMP
 AJ3810  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AJ3810  ELLIP HEIGHT-         392.23  (meters)          (04/12/01) GPS OBS
 AJ3810  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AJ3810
 AJ3810  HORZ ORDER  -  B
 AJ3810  ELLP ORDER  -  THIRD     CLASS II
 AJ3810
 AJ3810.The horizontal coordinates were established by GPS observations
 AJ3810.and adjusted by the National Geodetic Survey in April 2001..
 AJ3810
 AJ3810.The orthometric height was determined by GPS observations and a
 AJ3810.high-resolution geoid model using precise GPS observation and
 AJ3810.processing techniques.
 AJ3810
 AJ3810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3810
 AJ3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3810
 AJ3810.The ellipsoidal height was determined by GPS observations
 AJ3810.and is referenced to NAD 83.
 AJ3810
 AJ3810.The geoid height was determined by GEOID03.
 AJ3810
 AJ3810;                    North         East     Units Scale Factor Converg.
 AJ3810;SPC AZ C     -   225,213.143   178,201.305   MT  0.99991524   -0 12 18.6
 AJ3810;SPC AZ C     -   738,888.26    584,649.95   iFT  0.99991524   -0 12 18.6
 AJ3810;UTM  12      - 3,655,427.382   379,246.202   MT  0.99977979   -0 42 17.7
 AJ3810
 AJ3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3810!SPC AZ C     -   0.99993842  x   0.99991524  =   0.99985367
 AJ3810!UTM  12      -   0.99993842  x   0.99977979  =   0.99971823
 AJ3810
 AJ3810                          SUPERSEDED SURVEY CONTROL
 AJ3810
 AJ3810.No superseded survey control is available for this station.
 AJ3810
 AJ3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7924655427(NAD 83)
 AJ3810_MARKER: I = METAL ROD
 AJ3810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3810_STAMPING: 2IA3 12/99
 AJ3810_MARK LOGO: MCDOT 
 AJ3810_PROJECTION: FLUSH
 AJ3810_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3810+STABILITY: POSITION/ELEVATION WELL
 AJ3810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3810+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AJ3810_ROD/PIPE-DEPTH:  6.7 meters
 AJ3810_SLEEVE-DEPTH  :  0.8 meters
 AJ3810
 AJ3810  HISTORY     - Date     Condition        Report By
 AJ3810  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3810  HISTORY     - 20050208 GOOD             INDIV
 AJ3810
 AJ3810                          STATION DESCRIPTION
 AJ3810
 AJ3810'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3810'THE STATION IS LOCATED APPROXIMATELY 31 MI (49.9 KM) SOUTHWEST OF THE
 AJ3810'CITY OF PHOENIX, 25 MI (40.2 KM) EAST NORTHEAST OF THE TOWN OF GILA
 AJ3810'BEND, 29 MI (46.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP 4
 AJ3810'SOUTH, RANGE 1 EAST, SECTION 31
 AJ3810'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3810'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3810'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3810'FOR 32 MI (51.5 KM) TO MILE POST 32, THENCE CONTINUE EAST ON STATE
 AJ3810'ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE TURN RIGHT
 AJ3810'(SOUTH) ONTO 83RD AVENUE, CROSS THE RAILROAD TRACKS AND DRIVE SOUTH ON
 AJ3810'83RD AVENUE (DIRT) FOR 0.8 MI (1.3 KM) TO THE EL PASO NATURAL GAS
 AJ3810'COMPANY PIPELINE ROAD, THENCE CONTINUE ON THE DIRT ROAD FOR 1.2 MI
 AJ3810'(1.9 KM) TO A POINT WHERE THE ROAD BENDS SOUTHWEST (330238N-1121644W)
 AJ3810'AND A TRAIL CONTINUES STRAIGHT AHEAD, THENCE BEAR LEFT (SOUTHWEST) AND
 AJ3810'DRIVE 0.8 MI (1.3 KM) TO A BEND IN THE ROAD AND A CORRAL ON THE LEFT
 AJ3810'(SOUTHEAST) SIDE OF THE ROAD, THENCE CONTINUE SOUTHWESTERLY ON THE
 AJ3810'DIRT ROAD FOR O.5 MI TO THE STATION ON THE RIGHT (WEST) SIDE OF THE
 AJ3810'ROAD
 AJ3810'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3810'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3810'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3810'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3810'STAMPED 21A3 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3810'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3810'STATION TIES
 AJ3810'THE STATION IS 260 FT (79.2 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3810'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3810'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3810
 AJ3810                          STATION RECOVERY (2005)
 AJ3810
 AJ3810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3809 ***********************************************************************
 AJ3809  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3809  DESIGNATION -  2IC3
 AJ3809  PID         -  AJ3809
 AJ3809  STATE/COUNTY-  AZ/MARICOPA
 AJ3809  USGS QUAD   -  ENID (1978)
 AJ3809
 AJ3809                         *CURRENT SURVEY CONTROL
 AJ3809  ___________________________________________________________________
 AJ3809* NAD 83(1992)-  33 01 48.28945(N)    112 12 02.57101(W)     ADJUSTED  
 AJ3809* NAVD 88     -       412.63   (meters)    1353.8    (feet)  GPS OBS   
 AJ3809  ___________________________________________________________________
 AJ3809  X           -  -2,022,635.004 (meters)                     COMP
 AJ3809  Y           -  -4,956,139.191 (meters)                     COMP
 AJ3809  Z           -   3,456,964.320 (meters)                     COMP
 AJ3809  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AJ3809  ELLIP HEIGHT-         382.15  (meters)          (04/12/01) GPS OBS
 AJ3809  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3809
 AJ3809  HORZ ORDER  -  B
 AJ3809  ELLP ORDER  -  THIRD     CLASS II
 AJ3809
 AJ3809.The horizontal coordinates were established by GPS observations
 AJ3809.and adjusted by the National Geodetic Survey in April 2001..
 AJ3809
 AJ3809.The orthometric height was determined by GPS observations and a
 AJ3809.high-resolution geoid model using precise GPS observation and
 AJ3809.processing techniques.
 AJ3809
 AJ3809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3809
 AJ3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3809
 AJ3809.The ellipsoidal height was determined by GPS observations
 AJ3809.and is referenced to NAD 83.
 AJ3809
 AJ3809.The geoid height was determined by GEOID03.
 AJ3809
 AJ3809;                    North         East     Units Scale Factor Converg.
 AJ3809;SPC AZ C     -   225,123.118   186,826.468   MT  0.99990868   -0 09 17.4
 AJ3809;SPC AZ C     -   738,592.91    612,947.73   iFT  0.99990868   -0 09 17.4
 AJ3809;UTM  12      - 3,655,262.156   387,869.005   MT  0.99975503   -0 39 16.4
 AJ3809
 AJ3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3809!SPC AZ C     -   0.99994001  x   0.99990868  =   0.99984869
 AJ3809!UTM  12      -   0.99994001  x   0.99975503  =   0.99969505
 AJ3809
 AJ3809                          SUPERSEDED SURVEY CONTROL
 AJ3809
 AJ3809.No superseded survey control is available for this station.
 AJ3809
 AJ3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8786955262(NAD 83)
 AJ3809_MARKER: I = METAL ROD
 AJ3809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3809_STAMPING: 2IC3 11-1999
 AJ3809_MARK LOGO: MCDOT 
 AJ3809_PROJECTION: FLUSH
 AJ3809_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3809+STABILITY: POSITION/ELEVATION WELL
 AJ3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3809+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3809_ROD/PIPE-DEPTH:  8.5 meters
 AJ3809_SLEEVE-DEPTH  :  0.8 meters
 AJ3809
 AJ3809  HISTORY     - Date     Condition        Report By
 AJ3809  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3809
 AJ3809                          STATION DESCRIPTION
 AJ3809
 AJ3809'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3809'THE STATION IS LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTHWEST OF THE
 AJ3809'CITY OF PHOENIX, 29 MI (46.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3809'TOWNSHIP 4 SOUTH, RANGE 2 EAST, SECTION 31
 AJ3809'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3809'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3809'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3809'FOR 32 MI (51.5 KM) TO MILE POST 32, THENCE CONTINUE EAST ON STATE
 AJ3809'ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE TURN RIGHT
 AJ3809'(SOUTH) ONTO 83RD AVENUE AND DRIVE FOR 1.4 MI (2.3 KM) TO THE
 AJ3809'INTERSECTION WITH AN EAST-WEST DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3809'ONTO THE DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AJ3809'THE EL PASO NATURAL GAS COMPANY PIPELINE ROAD, THENCE TURN LEFT
 AJ3809'(SOUTHEAST) ONTO THE EL PASO NATURAL GAS COMPANY PIPELINE ROAD AND
 AJ3809'DRIVE SOUTHEAST FOR 3.9 MI (6.3 KM) TO A DIRT ROAD LEFT, THENCE TURN
 AJ3809'LEFT (NORTH) ONT0 THE DIRT ROAD (330026N-1121201W) AND DRIVE NORTH,
 AJ3809'PARALLELING THE POWER LINES FOR 1.6 MI (2.6 KM) TO A POINT WHERE THE
 AJ3809'ROAD PASSES UNDER THE POWER LINES AND COMES TO A GATE IN A FENCE LINE
 AJ3809'AND THE STATION ON THE RIGHT (EAST) SIDE OF THE ROAD, 45 FT (13.7 M)
 AJ3809'NORTH OF THE FENCE LINE
 AJ3809'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3809'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS
 AJ3809'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3809'ENCASED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS CAP
 AJ3809'STAMPED 2IC3 11-99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3809'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3809'STATION TIES
 AJ3809'THE STATION IS 130 FT (39.6 M) RIGHT (EAST) , OF THE CENTERLINE OF THE
 AJ3809'ROAD
 AJ3809'45 FT (13.7 M) NORTH OF THE EAST-WEST FENCE LINE
 AJ3809'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3809'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3799 ***********************************************************************
 AJ3799  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3799  DESIGNATION -  2JB2
 AJ3799  PID         -  AJ3799
 AJ3799  STATE/COUNTY-  AZ/MARICOPA
 AJ3799  USGS QUAD   -  CONLEY WELL (1979)
 AJ3799
 AJ3799                         *CURRENT SURVEY CONTROL
 AJ3799  ___________________________________________________________________
 AJ3799* NAD 83(1992)-  32 59 53.81195(N)    112 15 16.68262(W)     ADJUSTED  
 AJ3799* NAVD 88     -       436.11   (meters)    1430.8    (feet)  GPS OBS   
 AJ3799  ___________________________________________________________________
 AJ3799  X           -  -2,028,033.432 (meters)                     COMP
 AJ3799  Y           -  -4,956,030.195 (meters)                     COMP
 AJ3799  Z           -   3,454,019.639 (meters)                     COMP
 AJ3799  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3799  ELLIP HEIGHT-         405.57  (meters)          (04/12/01) GPS OBS
 AJ3799  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3799
 AJ3799  HORZ ORDER  -  B
 AJ3799  ELLP ORDER  -  THIRD     CLASS II
 AJ3799
 AJ3799.The horizontal coordinates were established by GPS observations
 AJ3799.and adjusted by the National Geodetic Survey in April 2001..
 AJ3799
 AJ3799.The orthometric height was determined by GPS observations and a
 AJ3799.high-resolution geoid model using precise GPS observation and
 AJ3799.processing techniques.
 AJ3799
 AJ3799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3799
 AJ3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3799
 AJ3799.The ellipsoidal height was determined by GPS observations
 AJ3799.and is referenced to NAD 83.
 AJ3799
 AJ3799.The geoid height was determined by GEOID03.
 AJ3799
 AJ3799;                    North         East     Units Scale Factor Converg.
 AJ3799;SPC AZ C     -   221,611.656   181,778.331   MT  0.99991229   -0 11 02.6
 AJ3799;SPC AZ C     -   727,072.36    596,385.60   iFT  0.99991229   -0 11 02.6
 AJ3799;UTM  12      - 3,651,795.351   382,791.200   MT  0.99976939   -0 41 00.1
 AJ3799
 AJ3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3799!SPC AZ C     -   0.99993633  x   0.99991229  =   0.99984862
 AJ3799!UTM  12      -   0.99993633  x   0.99976939  =   0.99970573
 AJ3799
 AJ3799                          SUPERSEDED SURVEY CONTROL
 AJ3799
 AJ3799.No superseded survey control is available for this station.
 AJ3799
 AJ3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8279151795(NAD 83)
 AJ3799_MARKER: I = METAL ROD
 AJ3799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3799_STAMPING: 2JB2 1/00
 AJ3799_MARK LOGO: MCDOT 
 AJ3799_PROJECTION: FLUSH
 AJ3799_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3799+STABILITY: POSITION/ELEVATION WELL
 AJ3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3799+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3799_ROD/PIPE-DEPTH:  6.1 meters
 AJ3799_SLEEVE-DEPTH  :  0.8 meters
 AJ3799
 AJ3799  HISTORY     - Date     Condition        Report By
 AJ3799  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3799
 AJ3799                          STATION DESCRIPTION
 AJ3799
 AJ3799'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3799'THE STATION IS LOCATED APPROXIMATELY 32 MI (51.5 KM) SOUTHWEST OF THE
 AJ3799'CITY OF PHOENIX, 27 MI (43.5 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3799'TOWNSHIP 5 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3799'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3799'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN THE TOWN
 AJ3799'OF GILA BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 32, THENCE
 AJ3799'CONTINUE EAST ON STATE ROUTE 238 FOR 0.9 MI (1.4 KM) TO THE
 AJ3799'INTERSECTION WITH 83RD AVENUE, THENCE TURN RIGHT (SOUTH) ONTO 83RD
 AJ3799'AVENUE AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO A PIPELINE CROSSING,
 AJ3799'THENCE CONTINUE SOUTH, PAST THE PIPELINE, FOR 1.3 MI (2.1 KM) TO A
 AJ3799'ROAD RIGHT, THENCE TURN RIGHT (WEST) AND DRIVE FOR 2.0 MI (3.2 KM) TO
 AJ3799'A POINT WHERE THE ROAD BENDS LEFT (SOUTH) AT SCHUMACKER ROAD AND
 AJ3799'BECOMES 99TH AVENUE, THENCE DRIVE SOUTH ON 99TH AVENUE FOR 0.9 MI (1.4
 AJ3799'KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (EAST) AND DRIVE FOR 1.0 MI,
 AJ3799'(1.6 KM) PASSING THROUGH A FENCE LINE, TO THE STATION ON THE LEFT
 AJ3799'(NORTH) SIDE OF THE ROAD
 AJ3799'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3799'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20 FOOT (6.1 M) STAINLESS
 AJ3799'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3799'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3799'STAMPED 2JB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3799'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3799'STATION TIES
 AJ3799'THE STATION IS 50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3799'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3799'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3798 ***********************************************************************
 AJ3798  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3798  DESIGNATION -  2KB2
 AJ3798  PID         -  AJ3798
 AJ3798  STATE/COUNTY-  AZ/MARICOPA
 AJ3798  USGS QUAD   -  CONLEY WELL (1979)
 AJ3798
 AJ3798                         *CURRENT SURVEY CONTROL
 AJ3798  ___________________________________________________________________
 AJ3798* NAD 83(1992)-  32 56 35.77158(N)    112 15 53.65462(W)     ADJUSTED  
 AJ3798* NAVD 88     -       478.43   (meters)    1569.6    (feet)  GPS OBS   
 AJ3798  ___________________________________________________________________
 AJ3798  X           -  -2,030,193.271 (meters)                     COMP
 AJ3798  Y           -  -4,958,772.318 (meters)                     COMP
 AJ3798  Z           -   3,448,923.932 (meters)                     COMP
 AJ3798  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AJ3798  ELLIP HEIGHT-         447.88  (meters)          (04/12/01) GPS OBS
 AJ3798  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3798
 AJ3798  HORZ ORDER  -  B
 AJ3798  ELLP ORDER  -  THIRD     CLASS II
 AJ3798
 AJ3798.The horizontal coordinates were established by GPS observations
 AJ3798.and adjusted by the National Geodetic Survey in April 2001..
 AJ3798
 AJ3798.The orthometric height was determined by GPS observations and a
 AJ3798.high-resolution geoid model using precise GPS observation and
 AJ3798.processing techniques.
 AJ3798
 AJ3798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3798
 AJ3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3798
 AJ3798.The ellipsoidal height was determined by GPS observations
 AJ3798.and is referenced to NAD 83.
 AJ3798
 AJ3798.The geoid height was determined by GEOID03.
 AJ3798
 AJ3798;                    North         East     Units Scale Factor Converg.
 AJ3798;SPC AZ C     -   215,514.389   180,798.459   MT  0.99991307   -0 11 21.8
 AJ3798;SPC AZ C     -   707,068.21    593,170.80   iFT  0.99991307   -0 11 21.8
 AJ3798;UTM  12      - 3,645,707.712   381,758.416   MT  0.99977239   -0 41 16.6
 AJ3798
 AJ3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3798!SPC AZ C     -   0.99992969  x   0.99991307  =   0.99984276
 AJ3798!UTM  12      -   0.99992969  x   0.99977239  =   0.99970209
 AJ3798
 AJ3798                          SUPERSEDED SURVEY CONTROL
 AJ3798
 AJ3798.No superseded survey control is available for this station.
 AJ3798
 AJ3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8175845708(NAD 83)
 AJ3798_MARKER: I = METAL ROD
 AJ3798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3798_STAMPING: 2KB2 2000
 AJ3798_MARK LOGO: MCDOT 
 AJ3798_PROJECTION: FLUSH
 AJ3798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3798+STABILITY: POSITION/ELEVATION WELL
 AJ3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3798+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3798_ROD/PIPE-DEPTH:  4.9 meters
 AJ3798_SLEEVE-DEPTH  :  0.8 meters
 AJ3798
 AJ3798  HISTORY     - Date     Condition        Report By
 AJ3798  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3798
 AJ3798                          STATION DESCRIPTION
 AJ3798
 AJ3798'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3798'THE STATION IS LOCATED APPROXIMATELY 36 MI (57.9 KM) SOUTHWEST OF THE
 AJ3798'CITY OF PHOENIX, 26 MI (41.8 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3798'TOWNSHIP 6 SOUTH, RANGE 1 EAST, SECTION 4
 AJ3798'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3798'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN GILA
 AJ3798'BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 32, THENCE CONTINUE
 AJ3798'EAST ON STATE ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE
 AJ3798'TURN RIGHT (SOUTH) ONTO 83RD AVENUE AND DRIVE SOUTH FOR 2.1 MI (3.4
 AJ3798'KM) TO A PIPELINE CROSSING THE ROAD, THENCE CONTINUE SOUTH, PAST THE
 AJ3798'PIPELINE, FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, THENCE TURN RIGHT
 AJ3798'(WEST) ONTO THE ROAD AND DRIVE FOR 2.0 MI (3.2 KM) TO A POINT WHERE
 AJ3798'THE ROAD BENDS TO THE LEFT (SOUTH) AT SCHUMACKER ROAD AND BECOMES 99TH
 AJ3798'AVENUE, THENCE DRIVE SOUTH ON 99TH AVENUE FOR 2.0 MI (3.2 KM) TO A
 AJ3798'ROAD RIGHT AND A FORK LEFT, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3798'SOUTHERLY, MERGING WITH ANOTHER ROAD FROM THE NORTH, FOR 1.0 MI (1.6
 AJ3798'KM) TO A FENCE LINE, THENCE PASS THROUGH THE FENCE LINE AND CONTINUE
 AJ3798'SOUTH FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF
 AJ3798'THE ROAD
 AJ3798'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3798'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3798'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3798'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3798'STAMPED 2KB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3798'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3798'STATION TIES
 AJ3798'THE STATION IS 50 FT (15.2 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3798'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3798'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3797 ***********************************************************************
 AJ3797  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3797  DESIGNATION -  2LB3
 AJ3797  PID         -  AJ3797
 AJ3797  STATE/COUNTY-  AZ/MARICOPA
 AJ3797  USGS QUAD   -  CONLEY WELL (1979)
 AJ3797
 AJ3797                         *CURRENT SURVEY CONTROL
 AJ3797  ___________________________________________________________________
 AJ3797* NAD 83(1992)-  32 54 00.11093(N)    112 15 35.74475(W)     ADJUSTED  
 AJ3797* NAVD 88     -       493.36   (meters)    1618.6    (feet)  GPS OBS   
 AJ3797  ___________________________________________________________________
 AJ3797  X           -  -2,030,754.777 (meters)                     COMP
 AJ3797  Y           -  -4,961,372.352 (meters)                     COMP
 AJ3797  Z           -   3,444,906.475 (meters)                     COMP
 AJ3797  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3797  ELLIP HEIGHT-         462.81  (meters)          (04/12/01) GPS OBS
 AJ3797  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3797
 AJ3797  HORZ ORDER  -  B
 AJ3797  ELLP ORDER  -  THIRD     CLASS II
 AJ3797
 AJ3797.The horizontal coordinates were established by GPS observations
 AJ3797.and adjusted by the National Geodetic Survey in April 2001..
 AJ3797
 AJ3797.The orthometric height was determined by GPS observations and a
 AJ3797.high-resolution geoid model using precise GPS observation and
 AJ3797.processing techniques.
 AJ3797
 AJ3797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3797
 AJ3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3797
 AJ3797.The ellipsoidal height was determined by GPS observations
 AJ3797.and is referenced to NAD 83.
 AJ3797
 AJ3797.The geoid height was determined by GEOID03.
 AJ3797
 AJ3797;                    North         East     Units Scale Factor Converg.
 AJ3797;SPC AZ C     -   210,717.961   181,248.027   MT  0.99991271   -0 11 11.2
 AJ3797;SPC AZ C     -   691,331.89    594,645.76   iFT  0.99991271   -0 11 11.2
 AJ3797;UTM  12      - 3,640,908.233   382,166.197   MT  0.99977120   -0 41 04.0
 AJ3797
 AJ3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3797!SPC AZ C     -   0.99992734  x   0.99991271  =   0.99984006
 AJ3797!UTM  12      -   0.99992734  x   0.99977120  =   0.99969856
 AJ3797
 AJ3797                          SUPERSEDED SURVEY CONTROL
 AJ3797
 AJ3797.No superseded survey control is available for this station.
 AJ3797
 AJ3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8216640908(NAD 83)
 AJ3797_MARKER: I = METAL ROD
 AJ3797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3797_STAMPING: 2LB3 2000
 AJ3797_MARK LOGO: MCDOT 
 AJ3797_PROJECTION: FLUSH
 AJ3797_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3797+STABILITY: POSITION/ELEVATION WELL
 AJ3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3797+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3797_ROD/PIPE-DEPTH:  7.3 meters
 AJ3797_SLEEVE-DEPTH  :  0.8 meters
 AJ3797
 AJ3797  HISTORY     - Date     Condition        Report By
 AJ3797  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3797
 AJ3797                          STATION DESCRIPTION
 AJ3797
 AJ3797'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3797'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3797'CITY OF PHOENIX, 27 MI (43.5 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3797'TOWNSHIP 6 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3797'OWNERSHIP-PRIVATE
 AJ3797'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3797'VEKOL ROAD, DRIVE NORTH ON VEKOL ROAD FOR 1.6 MI (2.6 KM) TO A RADIO
 AJ3797'TOWER ON THE LEFT (WEST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON
 AJ3797'VEKOL ROD FOR 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD BENDS TO THE
 AJ3797'RIGHT, THENCE CONTINUE ON VEKOL ROAD, FIRST BENDING RIGHT (EAST) THEN
 AJ3797'LEFT (NORTH) FOR 0.2 MI (0.3 KM) TO A CATTLE GUARD IN A FENCE LINE AND
 AJ3797'A FORK IN THE ROAD JUST BEYOND THE FENCE LINE, THENCE CONTINUE OVER
 AJ3797'THE CATTLE GUARD, TAKE THE RIGHT FORK IN THE ROAD AND DRIVE FOR NORTH
 AJ3797'FOR 0.7 MI (1.1 KM) TO THE SOUTHEAST CORNER OF A FENCE LINE
 AJ3797'SURROUNDING THE BRADY VEKOL RANCH, THENCE CONTINUE NORTH, BETWEEN TWO
 AJ3797'FENCE LINES FOR 0.4 MI (0.6 KM) TO A T-INTERSECTION AND A HILL ON THE
 AJ3797'RIGHT (EAST) SIDE OF THE ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT
 AJ3797'ROAD AND DRIVE FOR 0.1 MI (0.2 KM) TO ANOTHER T-INTERSECTION, THENCE
 AJ3797'TURN RIGHT AND DRIVE FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT
 AJ3797'(WEST) SIDE OF THE ROAD, JUST PAST A WASH, BEFORE A
 AJ3797'NORTHEAST-SOUTHWEST FENCE LINE, AND EAST OF A CORRAL
 AJ3797'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3797'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS
 AJ3797'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3797'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3797'STAMPED 2LB3 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3797'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3797'STATION TIES
 AJ3797'THE STATION IS 36 FT (11.0 M) SOUTHWEST OF THE DIRT ROAD
 AJ3797'30 FT (9.1 M) SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE LINE
 AJ3797'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3797'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1122 ***********************************************************************
 ES1122  DESIGNATION -  2LC
 ES1122  PID         -  ES1122
 ES1122  STATE/COUNTY-  AZ/COCONINO
 ES1122  USGS QUAD   -  WEST SUNSET MOUNTAIN (1986)
 ES1122
 ES1122                         *CURRENT SURVEY CONTROL
 ES1122  ___________________________________________________________________
 ES1122* NAD 83(1992)-  34 53 01.75529(N)    110 52 54.29930(W)     ADJUSTED  
 ES1122* NAVD 88     -      1685.98   (+/-2cm)    5531.4    (feet)  VERTCON   
 ES1122  ___________________________________________________________________
 ES1122  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 ES1122  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES1122
 ES1122  HORZ ORDER  -  SECOND
 ES1122  VERT ORDER  -  THIRD ? (See Below)
 ES1122
 ES1122.The horizontal coordinates were established by classical geodetic methods
 ES1122.and adjusted by the National Geodetic Survey in August 1993..
 ES1122
 ES1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1122.The vertical order pertains to the NGVD 29 superseded value.
 ES1122
 ES1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1122
 ES1122.The geoid height was determined by GEOID03.
 ES1122
 ES1122;                    North         East     Units Scale Factor Converg.
 ES1122;SPC AZ C     -   431,175.317   307,961.339   MT  1.00001027   +0 35 30.9
 ES1122;SPC AZ C     - 1,414,617.18  1,010,371.85   iFT  1.00001027   +0 35 30.9
 ES1122;UTM  12      - 3,860,165.746   510,805.758   MT  0.99960144   +0 04 03.5
 ES1122
 ES1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1122!SPC AZ C     -   0.99973919  x   1.00001027  =   0.99974946
 ES1122!UTM  12      -   0.99973919  x   0.99960144  =   0.99934074
 ES1122
 ES1122|---------------------------------------------------------------------|
 ES1122| PID    Reference Object                     Distance      Geod. Az  |
 ES1122|                                                           dddmmss.s |
 ES1122| CD1654 2LC RM 2                              8.009 METERS 06200     |
 ES1122| ES1118 PASS                                APPROX. 2.7 KM 2312927.4 |
 ES1122| CD1653 2LC RM 1                              5.803 METERS 33254     |
 ES1122|---------------------------------------------------------------------|
 ES1122
 ES1122                          SUPERSEDED SURVEY CONTROL
 ES1122
 ES1122  NAD 83(1986)-  34 53 01.74903(N)    110 52 54.30160(W) AD(       ) 2
 ES1122  NAD 27      -  34 53 01.66608(N)    110 52 51.81282(W) AD(       ) 2
 ES1122  NGVD 29 (07/19/86) 1685.15   (m)         5528.7    (f) LEVELING    3  
 ES1122
 ES1122.Superseded values are not recommended for survey control.
 ES1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1122.See file dsdata.txt to determine how the superseded data were derived.
 ES1122
 ES1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1080660166(NAD 83)
 ES1122_MARKER: DS = TRIANGULATION STATION DISK
 ES1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1122+STABILITY: SURFACE MOTION
 ES1122
 ES1122  HISTORY     - Date     Condition        Report By
 ES1122  HISTORY     - 1955     MONUMENTED       USGS
 ES1122  HISTORY     - 1979     GOOD             AZDT
 ES1122  HISTORY     - 1981     GOOD             AZDT
 ES1122
 ES1122                          STATION DESCRIPTION
 ES1122
 ES1122'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ES1122'LOCATED ABOUT 15 MI SW. OF WINSLOW, 300 FT NW. OF STATE HWY. 65,
 ES1122'ON SMALL KNOLL.
 ES1122'
 ES1122'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES1122'WINSLOW, DRIVE 14.7 MI SW. ON STATE HWY. 65 TO CREST OF RD. AND
 ES1122'SMALL KNOLL ON RIGHT, ABOUT 300 FT. NW. OF CENTER OF HWY. AND
 ES1122'ABOUT 4 FT. LOWER THAN HIGHEST PART OF KNOLL TO N.
 ES1122'
 ES1122'STATION MARK--STANDARD TABLET STAMPED---2 LC 1955---, SET IN
 ES1122'CONCRETE POST ABOUT 1 FT. ABOVE GROUND.
 ES1122'
 ES1122'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, SET IN CONCRETE
 ES1122'POST FLUSH WITH GROUND.
 ES1122'
 ES1122'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, SET IN CONCRETE
 ES1122'POST FLUSH WITH GROUND.
 ES1122
 ES1122                          STATION RECOVERY (1979)
 ES1122
 ES1122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1122'THE STATION IS LOCATED 14 AIRLINE MILES SOUTHWEST OF WINSLOW AND 3
 ES1122'MILES NORTHEAST OF SUNSET PASS ALONG SR 87.
 ES1122'
 ES1122'THE STATION MARK IS A STD USGS BC SET IN CONCRETE POST STAMPED---5528
 ES1122'FT. 2LC 1955---.  FOUND IN GOOD CONDITION.
 ES1122'
 ES1122'REFERENCE MARK NO. 1 IS A STD. USGS RM BC SET IN A CONCRETE POST
 ES1122'STAMPED---NO 1 1955---.  LOOSE TO A KICK.  19.02 FT WNW OF STATION.
 ES1122'
 ES1122'REFERENCE MARK NO. 2 IS A STD. USGS RM BC SET IN A CONCRETE POST
 ES1122'STAMPED---NO 2 1955---.  FOUND IN GOOD CONDITION.  26.28 FT ENE OF
 ES1122'STATION.
 ES1122'
 ES1122'AZIMUTH MARK WAS NOT SEARCHED FOR.
 ES1122'
 ES1122'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR 14.
 ES1122'7 MILES TO A CREST ON THE HIGHWAY AND A SMALL KNOLL ON THE RIGHT.  THE
 ES1122'STATION IS ABOUT 300 FT NW OF THE CENTERLINE OF THE HWY AND ABOUT 4 FT
 ES1122'LOWER THAN THE HIGHEST PART OF THE KNOLL TO THE NORTH.  A 5 MIN. PACK.
 ES1122
 ES1122                          STATION RECOVERY (1981)
 ES1122
 ES1122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1122'THE STATION WAS RECOVERED AS DESCRIBED IN AZDT PROJECT A9 1980
 ES1122'WINSLOW-INDIAN RESERVATION LINE TRAVERSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3783 ***********************************************************************
 AJ3783  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3783  DESIGNATION -  2MB2
 AJ3783  PID         -  AJ3783
 AJ3783  STATE/COUNTY-  AZ/MARICOPA
 AJ3783  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3783
 AJ3783                         *CURRENT SURVEY CONTROL
 AJ3783  ___________________________________________________________________
 AJ3783* NAD 83(1992)-  32 50 35.19751(N)    112 16 02.39513(W)     ADJUSTED  
 AJ3783* NAVD 88     -       529.94   (meters)    1738.6    (feet)  GPS OBS   
 AJ3783  ___________________________________________________________________
 AJ3783  X           -  -2,032,705.818 (meters)                     COMP
 AJ3783  Y           -  -4,964,309.296 (meters)                     COMP
 AJ3783  Z           -   3,439,624.041 (meters)                     COMP
 AJ3783  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3783  ELLIP HEIGHT-         499.38  (meters)          (04/12/01) GPS OBS
 AJ3783  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AJ3783
 AJ3783  HORZ ORDER  -  B
 AJ3783  ELLP ORDER  -  THIRD     CLASS II
 AJ3783
 AJ3783.The horizontal coordinates were established by GPS observations
 AJ3783.and adjusted by the National Geodetic Survey in April 2001..
 AJ3783
 AJ3783.The orthometric height was determined by GPS observations and a
 AJ3783.high-resolution geoid model using precise GPS observation and
 AJ3783.processing techniques.
 AJ3783
 AJ3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3783
 AJ3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3783
 AJ3783.The ellipsoidal height was determined by GPS observations
 AJ3783.and is referenced to NAD 83.
 AJ3783
 AJ3783.The geoid height was determined by GEOID03.
 AJ3783
 AJ3783;                    North         East     Units Scale Factor Converg.
 AJ3783;SPC AZ C     -   204,408.226   180,534.521   MT  0.99991328   -0 11 24.7
 AJ3783;SPC AZ C     -   670,630.66    592,304.86   iFT  0.99991328   -0 11 24.7
 AJ3783;UTM  12      - 3,634,605.820   381,398.028   MT  0.99977344   -0 41 14.7
 AJ3783
 AJ3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3783!SPC AZ C     -   0.99992160  x   0.99991328  =   0.99983489
 AJ3783!UTM  12      -   0.99992160  x   0.99977344  =   0.99969506
 AJ3783
 AJ3783                          SUPERSEDED SURVEY CONTROL
 AJ3783
 AJ3783.No superseded survey control is available for this station.
 AJ3783
 AJ3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8139834606(NAD 83)
 AJ3783_MARKER: I = METAL ROD
 AJ3783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3783+WITH SETTING: INFORMATION.
 AJ3783_STAMPING: 2MB2 1/00
 AJ3783_MARK LOGO: MCDOT 
 AJ3783_PROJECTION: FLUSH
 AJ3783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3783+STABILITY: POSITION/ELEVATION WELL
 AJ3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3783+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3783_ROD/PIPE-DEPTH:  1.2 meters
 AJ3783_SLEEVE-DEPTH  :  0.8 meters
 AJ3783
 AJ3783  HISTORY     - Date     Condition        Report By
 AJ3783  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3783
 AJ3783                          STATION DESCRIPTION
 AJ3783
 AJ3783'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3783'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3783'CITY OF PHOENIX, 27 MI (43.5 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3783'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 15
 AJ3783'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3783'TO REACH THE STATION FROM INTERSECTION OF (EXIT 140) OF INTERSTATE 8
 AJ3783'AND FREEMAN ROAD, DRIVE EAST ON INTERSTATE FOR 3.3 MI (5.3 KM) TO THE
 AJ3783'STATION ON THE RIGHT (SOUTH) OF THE EASTBOUND LANES OF INTERSTATE 8
 AJ3783'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3783'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS
 AJ3783'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3783'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY ACCESS COVER
 AJ3783'STAMPED 2MB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3783'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3783'STATION TIES
 AJ3783'THE STATION IS 55 FT (16.8 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 AJ3783'THE EASTBOUND LANES OF INTERSTATE 8
 AJ3783'5 FT (1.5 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3783'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3783'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3789 ***********************************************************************
 AJ3789  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3789  DESIGNATION -  2NA2
 AJ3789  PID         -  AJ3789
 AJ3789  STATE/COUNTY-  AZ/MARICOPA
 AJ3789  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3789
 AJ3789                         *CURRENT SURVEY CONTROL
 AJ3789  ___________________________________________________________________
 AJ3789* NAD 83(1992)-  32 49 03.79089(N)    112 17 00.80477(W)     ADJUSTED  
 AJ3789* NAVD 88     -       560.07   (meters)    1837.5    (feet)  GPS OBS   
 AJ3789  ___________________________________________________________________
 AJ3789  X           -  -2,034,700.056 (meters)                     COMP
 AJ3789  Y           -  -4,965,169.652 (meters)                     COMP
 AJ3789  Z           -   3,437,274.075 (meters)                     COMP
 AJ3789  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AJ3789  ELLIP HEIGHT-         529.52  (meters)          (04/12/01) GPS OBS
 AJ3789  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AJ3789
 AJ3789  HORZ ORDER  -  B
 AJ3789  ELLP ORDER  -  THIRD     CLASS II
 AJ3789
 AJ3789.The horizontal coordinates were established by GPS observations
 AJ3789.and adjusted by the National Geodetic Survey in April 2001..
 AJ3789
 AJ3789.The orthometric height was determined by GPS observations and a
 AJ3789.high-resolution geoid model using precise GPS observation and
 AJ3789.processing techniques.
 AJ3789
 AJ3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3789
 AJ3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3789
 AJ3789.The ellipsoidal height was determined by GPS observations
 AJ3789.and is referenced to NAD 83.
 AJ3789
 AJ3789.The geoid height was determined by GEOID03.
 AJ3789
 AJ3789;                    North         East     Units Scale Factor Converg.
 AJ3789;SPC AZ C     -   201,597.773   179,005.938   MT  0.99991455   -0 11 55.8
 AJ3789;SPC AZ C     -   661,410.02    587,289.82   iFT  0.99991455   -0 11 55.8
 AJ3789;UTM  12      - 3,631,809.120   379,845.336   MT  0.99977802   -0 41 44.6
 AJ3789
 AJ3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3789!SPC AZ C     -   0.99991687  x   0.99991455  =   0.99983143
 AJ3789!UTM  12      -   0.99991687  x   0.99977802  =   0.99969491
 AJ3789
 AJ3789                          SUPERSEDED SURVEY CONTROL
 AJ3789
 AJ3789.No superseded survey control is available for this station.
 AJ3789
 AJ3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7984531809(NAD 83)
 AJ3789_MARKER: I = METAL ROD
 AJ3789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3789_STAMPING: 2NA2 2000
 AJ3789_MARK LOGO: MCDOT 
 AJ3789_PROJECTION: FLUSH
 AJ3789_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3789+STABILITY: POSITION/ELEVATION WELL
 AJ3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3789+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3789_ROD/PIPE-DEPTH:  3.0 meters
 AJ3789_SLEEVE-DEPTH  :  0.8 meters
 AJ3789
 AJ3789  HISTORY     - Date     Condition        Report By
 AJ3789  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3789
 AJ3789                          STATION DESCRIPTION
 AJ3789
 AJ3789'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3789'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3789'CITY OF PHOENIX, 27 MI (43.5 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3789'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 17
 AJ3789'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3789'TO REACH THE STATION FROM THE OFF-RAMP OF THE WESTBOUND LANES AT THE
 AJ3789'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3789'VEKOL ROAD, PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8,
 AJ3789'THENCE DRIVE ON VEKOL ROAD AS IT BENDS TO THE WEST TO A POINT JUST
 AJ3789'BEFORE THE RAMPS FOR THE EASTBOUND LANES, THENCE TURN LEFT ONTO THE
 AJ3789'CONTINUATION OF VEKOL ROAD AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO A
 AJ3789'FORK IN THE ROAD AND THE END OF PAVEMENT, THENCE TAKE THE RIGHT FORK
 AJ3789'FOR 0.23 MI, (0.37 KM) PASSING A WOODEN SIGN FOR THE TABLE TOP
 AJ3789'TRAILHEAD ON THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED
 AJ3789'ON A ROCK ON THE LEFT (EAST) SIDE OF THE ROAD, TO THE INTERSECTION
 AJ3789'WITH ANOTHER DIRT TRAIL NEAR STATION 2NB2, THENCE TURN RIGHT (WEST)
 AJ3789'ONTO THIS TRAIL AND DRIVE FOR 1.9 MI (3.1 KM) TO THE STATION ON THE
 AJ3789'RIGHT (NORTH) SIDE OF THE TRAIL, BEFORE A WATER TANK
 AJ3789'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3789'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3789'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3789'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3789'STAMPED 2NA2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3789'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3789'STATION TIES
 AJ3789'THE STATION IS APPROXIMATELY 25 FT (7.6 M) NORTH OF THE CENTERLINE OF
 AJ3789'THE ROAD
 AJ3789'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3789'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3790 ***********************************************************************
 AJ3790  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3790  DESIGNATION -  2NB2
 AJ3790  PID         -  AJ3790
 AJ3790  STATE/COUNTY-  AZ/MARICOPA
 AJ3790  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3790
 AJ3790                         *CURRENT SURVEY CONTROL
 AJ3790  ___________________________________________________________________
 AJ3790* NAD 83(1992)-  32 48 33.03773(N)    112 15 12.22134(W)     ADJUSTED  
 AJ3790* NAVD 88     -       551.95   (meters)    1810.9    (feet)  GPS OBS   
 AJ3790  ___________________________________________________________________
 AJ3790  X           -  -2,032,277.833 (meters)                     COMP
 AJ3790  Y           -  -4,966,708.976 (meters)                     COMP
 AJ3790  Z           -   3,436,473.406 (meters)                     COMP
 AJ3790  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3790  ELLIP HEIGHT-         521.42  (meters)          (04/12/01) GPS OBS
 AJ3790  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AJ3790
 AJ3790  HORZ ORDER  -  B
 AJ3790  ELLP ORDER  -  THIRD     CLASS II
 AJ3790
 AJ3790.The horizontal coordinates were established by GPS observations
 AJ3790.and adjusted by the National Geodetic Survey in April 2001..
 AJ3790
 AJ3790.The orthometric height was determined by GPS observations and a
 AJ3790.high-resolution geoid model using precise GPS observation and
 AJ3790.processing techniques.
 AJ3790
 AJ3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3790
 AJ3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3790
 AJ3790.The ellipsoidal height was determined by GPS observations
 AJ3790.and is referenced to NAD 83.
 AJ3790
 AJ3790.The geoid height was determined by GEOID03.
 AJ3790
 AJ3790;                    North         East     Units Scale Factor Converg.
 AJ3790;SPC AZ C     -   200,641.084   181,827.185   MT  0.99991226   -0 10 56.8
 AJ3790;SPC AZ C     -   658,271.27    596,545.88   iFT  0.99991226   -0 10 56.8
 AJ3790;UTM  12      - 3,630,828.140   382,657.789   MT  0.99976978   -0 40 45.2
 AJ3790
 AJ3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3790!SPC AZ C     -   0.99991814  x   0.99991226  =   0.99983041
 AJ3790!UTM  12      -   0.99991814  x   0.99976978  =   0.99968794
 AJ3790
 AJ3790                          SUPERSEDED SURVEY CONTROL
 AJ3790
 AJ3790.No superseded survey control is available for this station.
 AJ3790
 AJ3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8265830828(NAD 83)
 AJ3790_MARKER: I = METAL ROD
 AJ3790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3790_STAMPING: 2NB2 1 00
 AJ3790_MARK LOGO: MCDOT 
 AJ3790_PROJECTION: FLUSH
 AJ3790_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3790+STABILITY: POSITION/ELEVATION WELL
 AJ3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3790+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3790_ROD/PIPE-DEPTH:  5.5 meters
 AJ3790_SLEEVE-DEPTH  :  0.8 meters
 AJ3790
 AJ3790  HISTORY     - Date     Condition        Report By
 AJ3790  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3790
 AJ3790                          STATION DESCRIPTION
 AJ3790
 AJ3790'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3790'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3790'CITY OF PHOENIX, 28.5 MI (45.9 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3790'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 22
 AJ3790'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3790'TO REACH THE STATION FROM THE OFF-RAMP OF THE WESTBOUND LANES AT THE
 AJ3790'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3790'VEKOL ROAD, PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8,
 AJ3790'THENCE DRIVE ON VEKOL ROAD AS IT BENDS TO THE WEST TO A POINT JUST
 AJ3790'BEFORE THE RAMPS FOR THE EASTBOUND LANES, THENCE TURN LEFT ONTO THE
 AJ3790'CONTINUATION OF VEKOL ROAD AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO THE
 AJ3790'END OF PAVEMENT AND A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK FOR
 AJ3790'0.23 MI, (0.37 KM) PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD
 AJ3790'ON THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK
 AJ3790'ON THE LEFT (EAST) SIDE OF THE ROAD, TO THE INTERSECTION WITH ANOTHER
 AJ3790'DIRT ROAD RIGHT AND THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3790'JUST NORTH OF THE INTERSECTING ROAD
 AJ3790'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3790'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS
 AJ3790'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3790'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3790'STAMPED 2NB2 1 00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3790'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3790'STATION TIES
 AJ3790'THE STATION IS APPROXIMATELY 50 FT (15.2 M) NORTH OF THE CENTERLINE OF
 AJ3790'THE EAST-WEST ROAD
 AJ3790'50 FT (15.2 M) WEST OF THE NORTH-SOUTH ROAD
 AJ3790'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3790'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3791 ***********************************************************************
 AJ3791  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3791  DESIGNATION -  2NC2
 AJ3791  PID         -  AJ3791
 AJ3791  STATE/COUNTY-  AZ/MARICOPA
 AJ3791  USGS QUAD   -  ANTELOPE PEAK (1981)
 AJ3791
 AJ3791                         *CURRENT SURVEY CONTROL
 AJ3791  ___________________________________________________________________
 AJ3791* NAD 83(1992)-  32 48 14.68999(N)    112 13 12.67375(W)     ADJUSTED  
 AJ3791* NAVD 88     -       584.81   (meters)    1918.7    (feet)  GPS OBS   
 AJ3791  ___________________________________________________________________
 AJ3791  X           -  -2,029,525.148 (meters)                     COMP
 AJ3791  Y           -  -4,968,195.134 (meters)                     COMP
 AJ3791  Z           -   3,436,016.124 (meters)                     COMP
 AJ3791  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3791  ELLIP HEIGHT-         554.32  (meters)          (04/12/01) GPS OBS
 AJ3791  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AJ3791
 AJ3791  HORZ ORDER  -  B
 AJ3791  ELLP ORDER  -  THIRD     CLASS II
 AJ3791
 AJ3791.The horizontal coordinates were established by GPS observations
 AJ3791.and adjusted by the National Geodetic Survey in April 2001..
 AJ3791
 AJ3791.The orthometric height was determined by GPS observations and a
 AJ3791.high-resolution geoid model using precise GPS observation and
 AJ3791.processing techniques.
 AJ3791
 AJ3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3791
 AJ3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3791
 AJ3791.The ellipsoidal height was determined by GPS observations
 AJ3791.and is referenced to NAD 83.
 AJ3791
 AJ3791.The geoid height was determined by GEOID03.
 AJ3791
 AJ3791;                    North         East     Units Scale Factor Converg.
 AJ3791;SPC AZ C     -   200,066.506   184,935.298   MT  0.99990996   -0 09 52.0
 AJ3791;SPC AZ C     -   656,386.17    606,743.10   iFT  0.99990996   -0 09 52.0
 AJ3791;UTM  12      - 3,630,226.725   385,760.351   MT  0.99976092   -0 39 40.1
 AJ3791
 AJ3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3791!SPC AZ C     -   0.99991298  x   0.99990996  =   0.99982294
 AJ3791!UTM  12      -   0.99991298  x   0.99976092  =   0.99967392
 AJ3791
 AJ3791                          SUPERSEDED SURVEY CONTROL
 AJ3791
 AJ3791.No superseded survey control is available for this station.
 AJ3791
 AJ3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8576030227(NAD 83)
 AJ3791_MARKER: I = METAL ROD
 AJ3791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3791_STAMPING: 2NC2 11/99
 AJ3791_MARK LOGO: MCDOT 
 AJ3791_PROJECTION: FLUSH
 AJ3791_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3791+STABILITY: POSITION/ELEVATION WELL
 AJ3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3791+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3791_ROD/PIPE-DEPTH:  4.3 meters
 AJ3791_SLEEVE-DEPTH  :  0.8 meters
 AJ3791
 AJ3791  HISTORY     - Date     Condition        Report By
 AJ3791  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3791
 AJ3791                          STATION DESCRIPTION
 AJ3791
 AJ3791'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3791'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3791'CITY OF PHOENIX, 30 MI (48.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3791'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 24
 AJ3791'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3791'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3791'AND VEKOL ROAD, DRIVE EAST ON INTERSTATE 8 FOR APPROXIMATELY 2.5 MI
 AJ3791'(4.0 KM) TO MILE POST 147, THENCE CONTINUE EAST ON INTERSTATE 8 FOR
 AJ3791'0.6 MI (1.0 KM) TO A GATE ON THE RIGHT (SOUTH) SIDE OF THE EASTBOUND
 AJ3791'LANES OF INTERSTATE 8, THENCE TURN RIGHT OFF THE INTERSTATE TO THE
 AJ3791'GATE, THENCE PASS THROUGH THE GATE AND DRIVE ON THE DIRT ROAD FOR 0.2
 AJ3791'MI (0.3 KM) TO A DIRT ROAD EAST, THENCE CONTINUE SOUTH, PASSING THIS
 AJ3791'DIRT ROAD, FOR 0.6 MI (1.0 KM) TO ANOTHER DIRT ROAD EAST, THENCE
 AJ3791'CONTINUE SOUTH, PASSING THIS ROAD, FOR 1.5 MI (2.4 KM) TO YET ANOTHER
 AJ3791'DIRT ROAD EAST, THENCE CONTINUE SOUTH, PASSING THIS DIRT ROAD, TO A
 AJ3791'FORK IN THE ROAD AND THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3791'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3791'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3791'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3791'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3791'STAMPED 2NC2 11/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3791'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3791'STATION TIES
 AJ3791'THE STATION IS 30 FT (9.1 M) WEST OF THE Y IN THE FORK IN THE ROAD
 AJ3791'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3791'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3801 ***********************************************************************
 AJ3801  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3801  DESIGNATION -  2OA2
 AJ3801  PID         -  AJ3801
 AJ3801  STATE/COUNTY-  AZ/MARICOPA
 AJ3801  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3801
 AJ3801                         *CURRENT SURVEY CONTROL
 AJ3801  ___________________________________________________________________
 AJ3801* NAD 83(1992)-  32 45 14.11772(N)    112 18 20.22386(W)     ADJUSTED  
 AJ3801* NAVD 88     -       653.64   (meters)    2144.5    (feet)  GPS OBS   
 AJ3801  ___________________________________________________________________
 AJ3801  X           -  -2,038,095.814 (meters)                     COMP
 AJ3801  Y           -  -4,968,003.567 (meters)                     COMP
 AJ3801  Z           -   3,431,376.068 (meters)                     COMP
 AJ3801  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3801  ELLIP HEIGHT-         623.15  (meters)          (04/12/01) GPS OBS
 AJ3801  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3801
 AJ3801  HORZ ORDER  -  B
 AJ3801  ELLP ORDER  -  THIRD     CLASS II
 AJ3801
 AJ3801.The horizontal coordinates were established by GPS observations
 AJ3801.and adjusted by the National Geodetic Survey in April 2001..
 AJ3801
 AJ3801.The orthometric height was determined by GPS observations and a
 AJ3801.high-resolution geoid model using precise GPS observation and
 AJ3801.processing techniques.
 AJ3801
 AJ3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3801
 AJ3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3801
 AJ3801.The ellipsoidal height was determined by GPS observations
 AJ3801.and is referenced to NAD 83.
 AJ3801
 AJ3801.The geoid height was determined by GEOID03.
 AJ3801
 AJ3801;                    North         East     Units Scale Factor Converg.
 AJ3801;SPC AZ C     -   194,530.546   176,914.233   MT  0.99991637   -0 12 37.6
 AJ3801;SPC AZ C     -   638,223.58    580,427.27   iFT  0.99991637   -0 12 37.6
 AJ3801;UTM  12      - 3,624,761.228   377,692.763   MT  0.99978445   -0 42 23.3
 AJ3801
 AJ3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3801!SPC AZ C     -   0.99990217  x   0.99991637  =   0.99981855
 AJ3801!UTM  12      -   0.99990217  x   0.99978445  =   0.99968664
 AJ3801
 AJ3801                          SUPERSEDED SURVEY CONTROL
 AJ3801
 AJ3801.No superseded survey control is available for this station.
 AJ3801
 AJ3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7769324761(NAD 83)
 AJ3801_MARKER: I = METAL ROD
 AJ3801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3801_STAMPING: 2OA2 2000
 AJ3801_MARK LOGO: MCDOT 
 AJ3801_PROJECTION: FLUSH
 AJ3801_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3801+STABILITY: POSITION/ELEVATION WELL
 AJ3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3801+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3801_ROD/PIPE-DEPTH:  4.9 meters
 AJ3801_SLEEVE-DEPTH  :  0.8 meters
 AJ3801
 AJ3801  HISTORY     - Date     Condition        Report By
 AJ3801  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3801
 AJ3801                          STATION DESCRIPTION
 AJ3801
 AJ3801'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3801'THE STATION IS LOCATED APPROXIMATELY 49 MI (78.9 KM) SOUTHWEST OF THE
 AJ3801'CITY OF PHOENIX, 27.5 MI (44.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3801'BEND, 45 MI (72.4 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP 7
 AJ3801'SOUTH, RANGE 1 EAST, SECTION 6
 AJ3801'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3801'TO REACH THE STATION FROM THE INTERSECTION (EXIT 140) OF INTERSTATE 8
 AJ3801'AND FREEMAN ROAD, DRIVE SOUTH ON FREEMAN ROAD, FROM THE SOUTH SIDE OF
 AJ3801'THE EASTBOUND LANES OF INTERSTATE 8, FOR 0.31 MI (0.50 KM) TO AN OLD
 AJ3801'PAVED HIGHWAY, THENCE TURN LEFT (WEST) ONTO THE OLD PAVED ROAD AND
 AJ3801'DRIVE 0.23 MI (0.37 KM) TO A ROAD LEFT, THENCE TURN LEFT (SOUTH) ONTO
 AJ3801'THE ROAD AND DRIVE FOR 0.26 MI (0.42 KM) TO A FORK IN THE ROAD, THENCE
 AJ3801'BEAR LEFT (SOUTH) AND DRIVE FOR 1.13 MI (1.82 KM) TO A FENCE LINE, BE
 AJ3801'AWARE THAT YOU ARE ENTERING THE BARRY GOLDWATER MILITARY RESERVATION
 AJ3801'AT THIS POINT, ACCESS TO THIS STATION REQUIRES PERMISSION FROM THE
 AJ3801'MILITARY RESERVATION OR THE BUREAU OF LAND MANAGEMENT PHOENIX FIELD
 AJ3801'OFFICE, THENCE FROM THE FENCE LINE DRIVE SOUTH FOR 0.4 MI (0.6 KM) TO
 AJ3801'A WASH, THENCE CONTINUE SOUTH ON THE ROAD FOR 2.18 MI (3.51 KM) TO
 AJ3801'ANOTHER FENCE LINE WITH AN OPENING AT THE ROAD, THENCE PASS THROUGH
 AJ3801'THE FENCE AND DRIVE FOR 0.75 MI (1.21 KM) TO ANOTHER WASH, THENCE PASS
 AJ3801'THROUGH THE WASH AND CONTINUE SOUTH FOR 0.37 MI (0.60 KM) THE WASH
 AJ3801'AGAIN, THENCE PASS THROUGH THE WASH AND CONTINUE SOUTH FOR 0.5 MI (0.8
 AJ3801'KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (SOUTHEAST) AND
 AJ3801'DRIVE FOR 0.26 MI (0.42 KM) TO ANOTHER FORK IN THE ROAD, EITHER FORK
 AJ3801'WILL TAKE YOU TO THE STATION, TAKE THE LEFT FORK (EAST) AND DRIVE FOR
 AJ3801'0.61 MI (0.98 KM) TO A DIRT DIKE, THENCE PASS THROUGH THE EMBANKMENTS
 AJ3801'AND CONTINUE, IN A SOUTHERLY DIRECTION FROM THE EAST END OF THE DIKE,
 AJ3801'FOR 0.8 MI (1.3 KM) TO A POINT WHERE THE ALTERNATE ROUTE JOINS THE
 AJ3801'ROAD YOU ARE ON, THENCE CONTINUE SOUTH FOR 0.15 MI (0.24 KM) TO THE
 AJ3801'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3801'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3801'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3801'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3801'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3801'STAMPED 20A2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3801'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3801'STATION TIES
 AJ3801'THE STATION IS 62 FT (18.9 M) SOUTHEAST OF A MILITARY WARNING SIGN
 AJ3801'15 FT (4.6 M) EAST OF THE EAST EDGE OF THE ROAD
 AJ3801'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3801'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3788 ***********************************************************************
 AJ3788  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3788  DESIGNATION -  2OB2
 AJ3788  PID         -  AJ3788
 AJ3788  STATE/COUNTY-  AZ/MARICOPA
 AJ3788  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3788
 AJ3788                         *CURRENT SURVEY CONTROL
 AJ3788  ___________________________________________________________________
 AJ3788* NAD 83(1992)-  32 46 32.36087(N)    112 15 31.39978(W)     ADJUSTED  
 AJ3788* NAVD 88     -       587.88   (meters)    1928.7    (feet)  GPS OBS   
 AJ3788  ___________________________________________________________________
 AJ3788  X           -  -2,033,513.802 (meters)                     COMP
 AJ3788  Y           -  -4,968,411.505 (meters)                     COMP
 AJ3788  Z           -   3,433,367.507 (meters)                     COMP
 AJ3788  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ3788  ELLIP HEIGHT-         557.38  (meters)          (04/12/01) GPS OBS
 AJ3788  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AJ3788
 AJ3788  HORZ ORDER  -  B
 AJ3788  ELLP ORDER  -  THIRD     CLASS II
 AJ3788
 AJ3788.The horizontal coordinates were established by GPS observations
 AJ3788.and adjusted by the National Geodetic Survey in April 2001..
 AJ3788
 AJ3788.The orthometric height was determined by GPS observations and a
 AJ3788.high-resolution geoid model using precise GPS observation and
 AJ3788.processing techniques.
 AJ3788
 AJ3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3788
 AJ3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3788
 AJ3788.The ellipsoidal height was determined by GPS observations
 AJ3788.and is referenced to NAD 83.
 AJ3788
 AJ3788.The geoid height was determined by GEOID03.
 AJ3788
 AJ3788;                    North         East     Units Scale Factor Converg.
 AJ3788;SPC AZ C     -   196,925.486   181,316.286   MT  0.99991266   -0 11 06.6
 AJ3788;SPC AZ C     -   646,080.99    594,869.70   iFT  0.99991266   -0 11 06.6
 AJ3788;UTM  12      - 3,627,117.636   382,114.786   MT  0.99977136   -0 40 53.4
 AJ3788
 AJ3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3788!SPC AZ C     -   0.99991250  x   0.99991266  =   0.99982516
 AJ3788!UTM  12      -   0.99991250  x   0.99977136  =   0.99968388
 AJ3788
 AJ3788                          SUPERSEDED SURVEY CONTROL
 AJ3788
 AJ3788.No superseded survey control is available for this station.
 AJ3788
 AJ3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8211527118(NAD 83)
 AJ3788_MARKER: I = METAL ROD
 AJ3788_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3788+WITH SETTING: INFORMATION.
 AJ3788_STAMPING: 2OB2 1 00
 AJ3788_MARK LOGO: MCDOT 
 AJ3788_PROJECTION: FLUSH
 AJ3788_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3788+STABILITY: POSITION/ELEVATION WELL
 AJ3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3788+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3788_ROD/PIPE-DEPTH:  2.4 meters
 AJ3788_SLEEVE-DEPTH  :  0.8 meters
 AJ3788
 AJ3788  HISTORY     - Date     Condition        Report By
 AJ3788  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3788
 AJ3788                          STATION DESCRIPTION
 AJ3788
 AJ3788'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3788'THE STATION IS LOCATED APPROXIMATELY 47 MI (75.6 KM) SOUTHWEST OF THE
 AJ3788'CITY OF PHOENIX, 29 MI (46.7 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3788'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 34
 AJ3788'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3788'TO REACH THE STATION FROM THE OFF RAMP OF THE EASTBOUND LANES AT THE
 AJ3788'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3788'VEKOL ROAD, WHICH BECOMES A DIRT ROAD, FOR 2.1 MI (3.4 KM) TO A FORK
 AJ3788'IN THE ROAD, THENCE TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 AJ3788'ROAD, PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE RIGHT
 AJ3788'(WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON THE LEFT
 AJ3788'(EAST) SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE INTERSECTION
 AJ3788'WITH ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH ON VEKOL ROAD FOR 2.35
 AJ3788'MI (3.78 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3788'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3788'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3788'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3788'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3788'STAMPED 2OB2 1 00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3788'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3788'STATION TIES
 AJ3788'THE STATION IS 30 FT (9.1 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3788'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3788'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3786 ***********************************************************************
 AJ3786  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3786  DESIGNATION -  2PB2
 AJ3786  PID         -  AJ3786
 AJ3786  STATE/COUNTY-  AZ/MARICOPA
 AJ3786  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3786
 AJ3786                         *CURRENT SURVEY CONTROL
 AJ3786  ___________________________________________________________________
 AJ3786* NAD 83(1992)-  32 44 20.30681(N)    112 14 11.54321(W)     ADJUSTED  
 AJ3786* NAVD 88     -       595.70   (meters)    1954.4    (feet)  GPS OBS   
 AJ3786  ___________________________________________________________________
 AJ3786  X           -  -2,032,425.646 (meters)                     COMP
 AJ3786  Y           -  -4,971,242.134 (meters)                     COMP
 AJ3786  Z           -   3,429,950.383 (meters)                     COMP
 AJ3786  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AJ3786  ELLIP HEIGHT-         565.23  (meters)          (04/12/01) GPS OBS
 AJ3786  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3786
 AJ3786  HORZ ORDER  -  B
 AJ3786  ELLP ORDER  -  THIRD     CLASS II
 AJ3786
 AJ3786.The horizontal coordinates were established by GPS observations
 AJ3786.and adjusted by the National Geodetic Survey in April 2001..
 AJ3786
 AJ3786.The orthometric height was determined by GPS observations and a
 AJ3786.high-resolution geoid model using precise GPS observation and
 AJ3786.processing techniques.
 AJ3786
 AJ3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3786
 AJ3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3786
 AJ3786.The ellipsoidal height was determined by GPS observations
 AJ3786.and is referenced to NAD 83.
 AJ3786
 AJ3786.The geoid height was determined by GEOID03.
 AJ3786
 AJ3786;                    North         East     Units Scale Factor Converg.
 AJ3786;SPC AZ C     -   192,851.364   183,382.050   MT  0.99991108   -0 10 22.8
 AJ3786;SPC AZ C     -   632,714.45    601,647.15   iFT  0.99991108   -0 10 22.8
 AJ3786;UTM  12      - 3,623,026.368   384,144.908   MT  0.99976551   -0 40 07.7
 AJ3786
 AJ3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3786!SPC AZ C     -   0.99991126  x   0.99991108  =   0.99982235
 AJ3786!UTM  12      -   0.99991126  x   0.99976551  =   0.99967679
 AJ3786
 AJ3786                          SUPERSEDED SURVEY CONTROL
 AJ3786
 AJ3786.No superseded survey control is available for this station.
 AJ3786
 AJ3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8414523026(NAD 83)
 AJ3786_MARKER: I = METAL ROD
 AJ3786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3786_STAMPING: 2PB2 1-00
 AJ3786_MARK LOGO: MCDOT 
 AJ3786_PROJECTION: FLUSH
 AJ3786_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3786+STABILITY: POSITION/ELEVATION WELL
 AJ3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3786+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3786_ROD/PIPE-DEPTH:  3.7 meters
 AJ3786_SLEEVE-DEPTH  :  0.8 meters
 AJ3786
 AJ3786  HISTORY     - Date     Condition        Report By
 AJ3786  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3786
 AJ3786                          STATION DESCRIPTION
 AJ3786
 AJ3786'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3786'THE STATION IS LOCATED ABOUT 50 MI (80.5 KM) SOUTHWEST OF THE CITY PF
 AJ3786'PHOENIX, 32 MI (51.5 KM) SOUTHEAST OF THE TOWN OF GILA BEND, TOWNSHIP
 AJ3786'8 SOUTH, RANGE 1 EAST, SECTION 11
 AJ3786'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3786'TO REACH THE STATION FROM THE WESTBOUND OFF RAMP AT THE INTERSECTION
 AJ3786'(EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON VEKOL ROAD,
 AJ3786'PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8 TO A CATTLE
 AJ3786'GUARD AND THE CONTINUATION OF VEKOL ROAD, THENCE CONTINUE SOUTH ON
 AJ3786'VEKOL ROAD FOR 2.1 MI (3.4 KM) TO THE END OF PAVEMENT AND A FORK IN
 AJ3786'THE ROAD, THENCE TAKE THE RIGHT FORK, PASSING BETWEEN TWO SIGNS, ONE
 AJ3786'IS A ROCK ON THE LEFT (EAST) SIDE OF THE ROAD WITH VEKOL RANCH PAINTED
 AJ3786'ON IT, THE OTHER A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE
 AJ3786'RIGHT (WEST) SIDE OF THE ROAD, FOR 0.2 MI (0.3 KM) TO ANOTHER DIRT
 AJ3786'ROAD AND STATION 2NB2 ON THE RIGHT (WEST) SIDE OF THE ROAD, THENCE
 AJ3786'CONTINUE SOUTH ON THE ROAD FOR 2.8 MI (4.5 KM) TO A CATTLE GUARD AND
 AJ3786'FENCE LINE, THENCE CONTINUE OVER THE CATTLE GUARD FOR 2.2 MI (3.5 KM)
 AJ3786'TO A FENCE LINE WITH A SIGN INDICATING PRIVATE LAND AND THE STATION ON
 AJ3786'THE LEFT (EAST) SIDE OF THE ROAD
 AJ3786'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3786'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3786'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3786'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3786'STAMPED 2PB2 1-00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3786'GROUND, MARKED WITH A WHITE CARSONITE MARKER
 AJ3786'STATION TIES
 AJ3786'THE STATION IS 45 FT (13.7 M) NORTH OF A FENCE LINE
 AJ3786'30 FT (9.1 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3786'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3786'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3781 ***********************************************************************
 AJ3781  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3781  DESIGNATION -  2QB2
 AJ3781  PID         -  AJ3781
 AJ3781  STATE/COUNTY-  AZ/MARICOPA
 AJ3781  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3781
 AJ3781                         *CURRENT SURVEY CONTROL
 AJ3781  ___________________________________________________________________
 AJ3781* NAD 83(1992)-  32 40 48.42985(N)    112 14 45.45067(W)     ADJUSTED  
 AJ3781* NAVD 88     -       630.11   (meters)    2067.3    (feet)  GPS OBS   
 AJ3781  ___________________________________________________________________
 AJ3781  X           -  -2,034,589.179 (meters)                     COMP
 AJ3781  Y           -  -4,974,199.534 (meters)                     COMP
 AJ3781  Z           -   3,424,476.545 (meters)                     COMP
 AJ3781  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ3781  ELLIP HEIGHT-         599.60  (meters)          (04/12/01) GPS OBS
 AJ3781  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AJ3781
 AJ3781  HORZ ORDER  -  B
 AJ3781  ELLP ORDER  -  THIRD     CLASS II
 AJ3781
 AJ3781.The horizontal coordinates were established by GPS observations
 AJ3781.and adjusted by the National Geodetic Survey in April 2001..
 AJ3781
 AJ3781.The orthometric height was determined by GPS observations and a
 AJ3781.high-resolution geoid model using precise GPS observation and
 AJ3781.processing techniques.
 AJ3781
 AJ3781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3781
 AJ3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3781
 AJ3781.The ellipsoidal height was determined by GPS observations
 AJ3781.and is referenced to NAD 83.
 AJ3781
 AJ3781.The geoid height was determined by GEOID03.
 AJ3781
 AJ3781;                    North         East     Units Scale Factor Converg.
 AJ3781;SPC AZ C     -   186,327.730   182,479.069   MT  0.99991176   -0 10 40.1
 AJ3781;SPC AZ C     -   611,311.45    598,684.61   iFT  0.99991176   -0 10 40.1
 AJ3781;UTM  12      - 3,616,511.727   383,185.692   MT  0.99976826   -0 40 22.2
 AJ3781
 AJ3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3781!SPC AZ C     -   0.99990587  x   0.99991176  =   0.99981764
 AJ3781!UTM  12      -   0.99990587  x   0.99976826  =   0.99967415
 AJ3781
 AJ3781                          SUPERSEDED SURVEY CONTROL
 AJ3781
 AJ3781.No superseded survey control is available for this station.
 AJ3781
 AJ3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8318616512(NAD 83)
 AJ3781_MARKER: I = METAL ROD
 AJ3781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3781_STAMPING: 2QB2 2000
 AJ3781_MARK LOGO: MCDOT 
 AJ3781_PROJECTION: FLUSH
 AJ3781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3781+STABILITY: POSITION/ELEVATION WELL
 AJ3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3781+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3781_ROD/PIPE-DEPTH:  4.9 meters
 AJ3781_SLEEVE-DEPTH  :  0.8 meters
 AJ3781
 AJ3781  HISTORY     - Date     Condition        Report By
 AJ3781  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3781
 AJ3781                          STATION DESCRIPTION
 AJ3781
 AJ3781'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3781'THE STATION IS LOCATED APPROXIMATELY 54 MI (86.9 KM) SOUTHWEST OF THE
 AJ3781'CITY OF PHOENIX, 33 MI (53.1 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3781'BEND, TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 3
 AJ3781'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3781'TO REACH THE STATION FROM THE OFF RAMP OF THE EASTBOUND LANES AT THE
 AJ3781'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3781'VEKOL ROAD, WHICH BECOMES A DIRT ROAD, FOR 2.1 MI (3.4 KM) TO THE END
 AJ3781'OF PAVEMENT AND A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK,
 AJ3781'PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE RIGHT (WEST)
 AJ3781'SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON THE LEFT (EAST)
 AJ3781'SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE INTERSECTION WITH
 AJ3781'ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH FOR 2.84 MI (4.57 KM) TO A
 AJ3781'CATTLE GUARD AND FENCE, THENCE CONTINUE SOUTH, PASSING OVER THE CATTLE
 AJ3781'GUARD, FOR 2.20 MI (3.54 KM) TO THE INTERSECTION WITH ANOTHER DIRT
 AJ3781'ROAD AND A FENCE LINE WITH A GATE AHEAD AND A SIGN POST INDICATING
 AJ3781'PRIVATE PROPERTY IN CLOSE PROXIMITY TO STATION 2PB2, THENCE PASS
 AJ3781'THROUGH THE GATE AND DRIVE EAST FOR 0.2 MI (0.3 KM) TO A DIRT ROAD
 AJ3781'SOUTH, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD, PASSING A LARGE
 AJ3781'STRUCTURE ON THE LEFT, AND DRIVE FOR 3.20 MI (5.15 KM) TO A DIRT ROAD
 AJ3781'LEFT (EAST) WITH A CATTLE GUARD, THENCE STAY RIGHT (SOUTHWEST) AND
 AJ3781'DRIVE FOR O.02 MI TO A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK
 AJ3781'(THE LEFT FORK PASSES THROUGH A GATE WITH CATTLE GUARD) AND DRIVE FOR
 AJ3781'0.48 MI (0.77 KM) TO A COAST AND GEODETIC SURVEY BENCHMARK (L 310) ON
 AJ3781'THE LEFT (SOUTH) SIDE OF THE ROAD, THENCE CONTINUE ON THE DIRT ROAD
 AJ3781'FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE
 AJ3781'ROAD
 AJ3781'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3781'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3781'STEEL DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3781'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3781'STAMPED 2QB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3781'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3781'STATION TIES
 AJ3781'THE STATION IS 260 FT (79.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 AJ3781'FENCE AROUND A CATTLE TANK TO THE WEST OF THE ROAD
 AJ3781'57 FT (17.4 M) SOUTHEAST OF A UNITED STATES GEOLOGICAL SURVEY BRASS
 AJ3781'DISK STAMPED 22W WF 1948, NORTH OF THE DIRT ROAD
 AJ3781'20 FT (6.1 M) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3781'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3781'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3782 ***********************************************************************
 AJ3782  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3782  DESIGNATION -  2QC2
 AJ3782  PID         -  AJ3782
 AJ3782  STATE/COUNTY-  AZ/MARICOPA
 AJ3782  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3782
 AJ3782                         *CURRENT SURVEY CONTROL
 AJ3782  ___________________________________________________________________
 AJ3782* NAD 83(1992)-  32 40 50.30956(N)    112 12 13.52733(W)     ADJUSTED  
 AJ3782* NAVD 88     -       618.29   (meters)    2028.5    (feet)  GPS OBS   
 AJ3782  ___________________________________________________________________
 AJ3782  X           -  -2,030,909.326 (meters)                     COMP
 AJ3782  Y           -  -4,975,658.583 (meters)                     COMP
 AJ3782  Z           -   3,424,518.900 (meters)                     COMP
 AJ3782  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AJ3782  ELLIP HEIGHT-         587.77  (meters)          (04/12/01) GPS OBS
 AJ3782  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AJ3782
 AJ3782  HORZ ORDER  -  B
 AJ3782  ELLP ORDER  -  THIRD     CLASS II
 AJ3782
 AJ3782.The horizontal coordinates were established by GPS observations
 AJ3782.and adjusted by the National Geodetic Survey in April 2001..
 AJ3782
 AJ3782.The orthometric height was determined by GPS observations and a
 AJ3782.high-resolution geoid model using precise GPS observation and
 AJ3782.processing techniques.
 AJ3782
 AJ3782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3782
 AJ3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3782
 AJ3782.The ellipsoidal height was determined by GPS observations
 AJ3782.and is referenced to NAD 83.
 AJ3782
 AJ3782.The geoid height was determined by GEOID03.
 AJ3782
 AJ3782;                    North         East     Units Scale Factor Converg.
 AJ3782;SPC AZ C     -   186,374.135   186,436.836   MT  0.99990894   -0 09 18.1
 AJ3782;SPC AZ C     -   611,463.70    611,669.41   iFT  0.99990894   -0 09 18.1
 AJ3782;UTM  12      - 3,616,523.935   387,143.128   MT  0.99975705   -0 39 00.2
 AJ3782
 AJ3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3782!SPC AZ C     -   0.99990772  x   0.99990894  =   0.99981667
 AJ3782!UTM  12      -   0.99990772  x   0.99975705  =   0.99966480
 AJ3782
 AJ3782                          SUPERSEDED SURVEY CONTROL
 AJ3782
 AJ3782.No superseded survey control is available for this station.
 AJ3782
 AJ3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8714316524(NAD 83)
 AJ3782_MARKER: I = METAL ROD
 AJ3782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3782_STAMPING: 2QC2 1999
 AJ3782_MARK LOGO: MCDOT 
 AJ3782_PROJECTION: FLUSH
 AJ3782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3782+STABILITY: POSITION/ELEVATION WELL
 AJ3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3782+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3782_ROD/PIPE-DEPTH:  5.5 meters
 AJ3782_SLEEVE-DEPTH  :  0.8 meters
 AJ3782
 AJ3782  HISTORY     - Date     Condition        Report By
 AJ3782  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3782
 AJ3782                          STATION DESCRIPTION
 AJ3782
 AJ3782'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3782'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3782'CITY OF PHOENIX, 35 MI (56.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3782'BEND, TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 1
 AJ3782'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3782'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3782'AND VEKOL ROAD, DRIVE SOUTH ON VEKOL ROAD FOR 2.1 MI (3.4 KM) TO A
 AJ3782'FORK IN THE ROAD AND THE END OF PAVEMENT, THENCE TAKE THE RIGHT FORK
 AJ3782'AND DRIVE SOUTH, PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON
 AJ3782'THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON
 AJ3782'THE LEFT (EAST) SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE
 AJ3782'INTERSECTION WITH ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH ON THE DIRT
 AJ3782'ROAD FOR 2.84 MI (4.57 KM) TO A CATTLE GUARD AND FENCE, THENCE
 AJ3782'CONTINUE ON THE DIRT ROAD, PASSING OVER THE CATTLE GUARD, FOR 2.20 MI
 AJ3782'(3.54 KM) TO THE INTERSECTION WITH ANOTHER DIRT ROAD AND A FENCE LINE
 AJ3782'WITH A GATE AHEAD WITH A SIGN POST INDICATING PRIVATE PROPERTY AND
 AJ3782'STATION 2PB2 ON THE LEFT, THENCE PASS THROUGH THE GATE AND DRIVE EAST
 AJ3782'FOR 0.2O MI TO A DIRT ROAD SOUTH, THENCE TURN RIGHT (SOUTH) AND DRIVE
 AJ3782'FOR 3.2 MI (5.1 KM) TO THE INTERSECTION WITH A DIRT ROAD EAST AT A
 AJ3782'FENCE LINE WITH A CATTLE GUARD, THENCE CONTINUE SOUTH FOR 100 FT (30.5
 AJ3782'M) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND DRIVE FOR 0.21
 AJ3782'MI, (0.34 KM) PASSING OVER A CATTLE GUARD IN A FENCE LINE, TO A DIRT
 AJ3782'ROAD, THENCE CONTINUE SOUTH AND DRIVE FOR 1.7 MI (2.7 KM) TO A DIRT
 AJ3782'ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE FOR 0.6 MI
 AJ3782'(1.0 KM) TO A POINT WERE THE DIRT ROAD TURNS TO THE NORTH, THENCE
 AJ3782'FOLLOW THE ROAD NORTH FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT
 AJ3782'(WEST) SIDE OF THE ROAD
 AJ3782'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3782'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS
 AJ3782'STEEL DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3782'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3782'STAMPED 2QC2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3782'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3782'STATION TIES
 AJ3782'THE STATION IS 120 FT (36.6 M) SOUTHWEST OF A GENERAL LAND OFFICE
 AJ3782'REFERENCE MONUMENT
 AJ3782'84 FT (25.6 M) WEST SOUTHWEST OF THE GENERAL LAND OFFICE BRASS CAP (IN
 AJ3782'THE ANGLE OF THE FENCE LINE
 AJ3782'30 FT (9.1 M) WEST OF THE FENCE LINE
 AJ3782'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3782'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3785 ***********************************************************************
 AJ3785  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3785  DESIGNATION -  2RB2
 AJ3785  PID         -  AJ3785
 AJ3785  STATE/COUNTY-  AZ/MARICOPA
 AJ3785  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3785
 AJ3785                         *CURRENT SURVEY CONTROL
 AJ3785  ___________________________________________________________________
 AJ3785* NAD 83(1992)-  32 38 18.18355(N)    112 14 47.23830(W)     ADJUSTED  
 AJ3785* NAVD 88     -       649.90   (meters)    2132.2    (feet)  GPS OBS   
 AJ3785  ___________________________________________________________________
 AJ3785  X           -  -2,035,584.264 (meters)                     COMP
 AJ3785  Y           -  -4,976,509.250 (meters)                     COMP
 AJ3785  Z           -   3,420,590.242 (meters)                     COMP
 AJ3785  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AJ3785  ELLIP HEIGHT-         619.35  (meters)          (04/12/01) GPS OBS
 AJ3785  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AJ3785
 AJ3785  HORZ ORDER  -  B
 AJ3785  ELLP ORDER  -  THIRD     CLASS II
 AJ3785
 AJ3785.The horizontal coordinates were established by GPS observations
 AJ3785.and adjusted by the National Geodetic Survey in April 2001..
 AJ3785
 AJ3785.The orthometric height was determined by GPS observations and a
 AJ3785.high-resolution geoid model using precise GPS observation and
 AJ3785.processing techniques.
 AJ3785
 AJ3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3785
 AJ3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3785
 AJ3785.The ellipsoidal height was determined by GPS observations
 AJ3785.and is referenced to NAD 83.
 AJ3785
 AJ3785.The geoid height was determined by GEOID03.
 AJ3785
 AJ3785;                    North         East     Units Scale Factor Converg.
 AJ3785;SPC AZ C     -   181,699.951   182,418.126   MT  0.99991180   -0 10 40.3
 AJ3785;SPC AZ C     -   596,128.45    598,484.67   iFT  0.99991180   -0 10 40.3
 AJ3785;UTM  12      - 3,611,885.310   383,084.806   MT  0.99976855   -0 40 20.4
 AJ3785
 AJ3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3785!SPC AZ C     -   0.99990277  x   0.99991180  =   0.99981458
 AJ3785!UTM  12      -   0.99990277  x   0.99976855  =   0.99967134
 AJ3785
 AJ3785                          SUPERSEDED SURVEY CONTROL
 AJ3785
 AJ3785.No superseded survey control is available for this station.
 AJ3785
 AJ3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8308511885(NAD 83)
 AJ3785_MARKER: I = METAL ROD
 AJ3785_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3785+WITH SETTING: INFORMATION.
 AJ3785_STAMPING: 2RB2 1/00
 AJ3785_MARK LOGO: MCDOT 
 AJ3785_PROJECTION: FLUSH
 AJ3785_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3785+STABILITY: POSITION/ELEVATION WELL
 AJ3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3785+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3785_ROD/PIPE-DEPTH:  2.4 meters
 AJ3785_SLEEVE-DEPTH  :  0.8 meters
 AJ3785
 AJ3785  HISTORY     - Date     Condition        Report By
 AJ3785  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3785
 AJ3785                          STATION DESCRIPTION
 AJ3785
 AJ3785'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3785'THE STATION IS LOCATED APPROXIMATELY 56 MI (90.1 KM) SOUTHWEST OF THE
 AJ3785'CITY OF PHOENIX, 35 MI (56.3 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3785'TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 15
 AJ3785'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3785'TO REACH THE STATION FROM THE OFF RAMP OF THE WESTBOUND LANES AT THE
 AJ3785'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3785'VEKOL ROAD OVER THE NORTH AND SOUTHBOUND LANES OF INTERSTATE 8 FOR 0.5
 AJ3785'MI (0.8 KM) TO A CATTLE GUARD AND FENCE LINE, THENCE CONTINUE SOUTH ON
 AJ3785'VEKOL ROAD FOR 2.1 MI (3.4 KM) TO WHERE THE PAVEMENT ENDS AND A FORK
 AJ3785'IN THE ROAD, THENCE TAKE THE RIGHT FORK BETWEEN TWO SIGNS (ONE IS A
 AJ3785'ROCK ON LEFT (EAST) SIDE OF THE ROAD INDICATING VEKOL RANCH AND THE
 AJ3785'OTHER ON THE RIGHT (WEST) SIDE OF THE ROAD IS A WOODEN SIGN FOR TABLE
 AJ3785'TOP TRAILHEAD), THENCE CONTINUE SOUTH FOR 3.1 MI (5.0 KM) TO A FENCE
 AJ3785'LINE AND CATTLE GUARD, THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR
 AJ3785'2.2 MI (3.5 KM) TO A GATE IN A FENCE LINE WITH A SIGNPOST INDICATING
 AJ3785'PRIVATE LAND, THENCE CONTINUE THROUGH THE OPEN GATE BEARING LEFT
 AJ3785'(EAST) FOR 0.2 MI (0.3 KM) TO A ROAD RIGHT (SOUTH) , THENCE TURN RIGHT
 AJ3785'AND DRIVE SOUTHERLY FOR 3.2 MI (5.1 KM) (PASSING A LARGE STRUCTURE AND
 AJ3785'PARALLELING THE FENCE LINE) TO A DIRT ROAD ON THE LEFT (WITH A CATTLE
 AJ3785'GUARD), THENCE CONTINUE DRIVING STRAIGHT SOUTHWESTERLY FOR 0.2 MI (0.3
 AJ3785'KM) TO A FORK IN THE ROAD,THENCE TAKE LEFT FORK THROUGH AN OPEN GATE
 AJ3785'AND OVER THE CATTLE GUARD FOR 0.2 MI (0.3 KM) TO A ROAD ON THE LEFT
 AJ3785'(EAST) SIDE, THENCE CONTINUE SOUTH, PASSING THIS ROAD, FOR 1.6 MI (2.6
 AJ3785'KM) TO A TRAIL ON THE RIGHT (WEST) SIDE, THENCE TAKE THIS TRAIL
 AJ3785'THROUGH A SMALL DRAIN AND DRIVE SOUTHWESTERLY FOR 1.0 MI (1.6 KM)
 AJ3785'THROUGH OPEN DESERT TO TWO METAL SHEDS ON THE LEFT AND RIGHT SIDES OF
 AJ3785'THE TRAIL, THENCE CONTINUE SOUTHWESTERLY FOR 0.35 MI (0.56 KM) TO AN
 AJ3785'OPEN FENCE LINE, THENCE CONTINUE DRIVING SOUTHWESTERLY, THROUGH THE
 AJ3785'FENCE LINE FOR 0.35 MI (0.56 KM) TO A FORK IN THE ROAD AT A CORRAL AND
 AJ3785'A LARGE DIRT DIKE, THENCE TAKE THE RIGHT (WEST) FORK AND DRIVE WEST
 AJ3785'AROUND THE NORTH SIDE OF THE ENCLOSURE FOR 0.15 MI (0.24 KM) TO A
 AJ3785'POINT WHERE THE TRAIL BENDS SOUTHERLY, THENCE CONTINUE SOUTHERLY
 AJ3785'FOLLOWING THE TRAIL AS IT BENDS TO THE WEST FOR 0.2 MI (0.3 KM) TO THE
 AJ3785'WEST END OF THE DIKE, THENCE FOLLOW THE TRAIL AS IT BENDS AROUND THE
 AJ3785'WEST END OF THE DIKE AND HEADS EAST FOR 0.20 MI (0.32 KM) TO A POINT
 AJ3785'WHERE THE TRAIL BENDS TO THE SOUTHWEST, THENCE DRIVE SOUTHWESTERLY ON
 AJ3785'THE TRAIL FOR 0.90 MI (1.45 KM) TO THE STATION ON THE LEFT (EAST) SIDE
 AJ3785'OF THE ROAD
 AJ3785'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3785'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3785'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3785'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3785'STAMPED 2RB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3785'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3785'STATION TIES
 AJ3785'THE STATION IS APPROXIMATELY 160 FT (48.8 M) SOUTH SOUTHEAST OF THE
 AJ3785'CENTERLINE OF THE DIRT TRAIL
 AJ3785'125 FT (38.1 M) WEST OF THE CENTERLINE OF A LARGE DRAIN
 AJ3785'4.5 FT (1.4 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3785'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3785'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0054 ***********************************************************************
 CZ0054  DESIGNATION -  3
 CZ0054  PID         -  CZ0054
 CZ0054  STATE/COUNTY-  AZ/PIMA
 CZ0054  USGS QUAD   -  TUCSON (1992)
 CZ0054
 CZ0054                         *CURRENT SURVEY CONTROL
 CZ0054  ___________________________________________________________________
 CZ0054* NAD 83(1986)-  32 10 51.     (N)    110 52 55.     (W)     SCALED    
 CZ0054* NAVD 88     -       799.55   (+/-2cm)    2623.2    (feet)  VERTCON   
 CZ0054  ___________________________________________________________________
 CZ0054  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ0054
 CZ0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0054
 CZ0054.The horizontal coordinates were scaled from a topographic map and have
 CZ0054.an estimated accuracy of +/- 6 seconds.
 CZ0054
 CZ0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0054.The vertical order pertains to the NGVD 29 superseded value.
 CZ0054
 CZ0054.The geoid height was determined by GEOID03.
 CZ0054
 CZ0054;                    North         East    Units  Estimated Accuracy
 CZ0054;SPC AZ C     -   131,390.      310,930.      MT  (+/- 180 meters Scaled)
 CZ0054
 CZ0054                          SUPERSEDED SURVEY CONTROL
 CZ0054
 CZ0054  NGVD 29 (??/??/92)  798.92   (m)         2621.1    (f) COMPUTED    2 0
 CZ0054
 CZ0054.Superseded values are not recommended for survey control.
 CZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0054.See file dsdata.txt to determine how the superseded data were derived.
 CZ0054
 CZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA111604(NAD 83)
 CZ0054_MARKER: DD = SURVEY DISK
 CZ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0054_SP_SET: CONCRETE BASE
 CZ0054_STAMPING: BM 3
 CZ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0054
 CZ0054  HISTORY     - Date     Condition        Report By
 CZ0054  HISTORY     - UNK      MONUMENTED       USE
 CZ0054  HISTORY     - 1945     GOOD             NGS
 CZ0054  HISTORY     - 1948     GOOD             NGS
 CZ0054  HISTORY     - 19960522 POOR             USPSQD
 CZ0054
 CZ0054                          STATION DESCRIPTION
 CZ0054
 CZ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ0054'IN DAVIS-MONTHAN FIELD.
 CZ0054'AT DAVIS-MONTHAN AFB, AT THE FLAGPOLE AT THE SOUTH SIDE OF THE
 CZ0054'HEADQUARTERS BUILDING, 0.8 FOOT SOUTH OF THE SOUTH EDGE OF THE POLE,
 CZ0054'IN THE TOP OF THE CIRCULAR CONCRETE BASE, AND 0.8 FOOT NORTH OF THE
 CZ0054'SOUTH EDGE OF THE BASE.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD
 CZ0054'DISK, STAMPED BM 3.
 CZ0054
 CZ0054                          STATION RECOVERY (1948)
 CZ0054
 CZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CZ0054'RECOVERED IN GOOD CONDITION.
 CZ0054
 CZ0054                          STATION RECOVERY (1996)
 CZ0054
 CZ0054'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0054'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1119 ***********************************************************************
 CZ1119  DESIGNATION -  3
 CZ1119  PID         -  CZ1119
 CZ1119  STATE/COUNTY-  AZ/PINAL
 CZ1119  USGS QUAD   -  STANFIELD (1992)
 CZ1119
 CZ1119                         *CURRENT SURVEY CONTROL
 CZ1119  ___________________________________________________________________
 CZ1119* NAD 83(1986)-  32 52 45.     (N)    111 59 50.     (W)     SCALED    
 CZ1119* NAVD 88     -       400.56   (+/-2cm)    1314.2    (feet)  VERTCON   
 CZ1119  ___________________________________________________________________
 CZ1119  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1119
 CZ1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1119
 CZ1119.The horizontal coordinates were scaled from a topographic map and have
 CZ1119.an estimated accuracy of +/- 6 seconds.
 CZ1119
 CZ1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1119.The vertical order pertains to the NGVD 29 superseded value.
 CZ1119
 CZ1119.The geoid height was determined by GEOID03.
 CZ1119
 CZ1119;                    North         East    Units  Estimated Accuracy
 CZ1119;SPC AZ C     -   208,360.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1119
 CZ1119                          SUPERSEDED SURVEY CONTROL
 CZ1119
 CZ1119  NGVD 29 (??/??/92)  399.973  (m)         1312.24   (f) ADJ UNCH    2 0
 CZ1119
 CZ1119.Superseded values are not recommended for survey control.
 CZ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1119.See file dsdata.txt to determine how the superseded data were derived.
 CZ1119
 CZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1119_MARKER: DD = SURVEY DISK
 CZ1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1119_SP_SET: CULVERT
 CZ1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1119
 CZ1119  HISTORY     - Date     Condition        Report By
 CZ1119  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1119  HISTORY     - 1952     GOOD             NGS
 CZ1119  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1119
 CZ1119                          STATION DESCRIPTION
 CZ1119
 CZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1119'1.4 MI W FROM STANFIELD.
 CZ1119'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1119'STANFIELD, AT THE CROSSING OF THE WHITE-PARKER ROAD, AT A TWIN 6 FEET
 CZ1119'BY 6 FEET CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF THE
 CZ1119'SOUTH CONCRETE HEADWALL, 15.0 FEET SOUTH OF THE CENTER LINE OF THE
 CZ1119'HIGHWAY, 2.3 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 0.8
 CZ1119'FOOT HIGHER THAN THE HIGHWAY.
 CZ1119
 CZ1119                          STATION RECOVERY (1963)
 CZ1119
 CZ1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0769 ***********************************************************************
 CZ0769  DESIGNATION -  3
 CZ0769  PID         -  CZ0769
 CZ0769  STATE/COUNTY-  AZ/PIMA
 CZ0769  USGS QUAD   -  THREE POINTS (1992)
 CZ0769
 CZ0769                         *CURRENT SURVEY CONTROL
 CZ0769  ___________________________________________________________________
 CZ0769* NAD 83(1986)-  32 03 57.     (N)    111 22 05.     (W)     SCALED    
 CZ0769* NAVD 88     -       791.10   (+/-2cm)    2595.5    (feet)  VERTCON   
 CZ0769  ___________________________________________________________________
 CZ0769  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0769
 CZ0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0769
 CZ0769.The horizontal coordinates were scaled from a topographic map and have
 CZ0769.an estimated accuracy of +/- 6 seconds.
 CZ0769
 CZ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0769.The vertical order pertains to the NGVD 29 superseded value.
 CZ0769
 CZ0769.The geoid height was determined by GEOID03.
 CZ0769
 CZ0769;                    North         East    Units  Estimated Accuracy
 CZ0769;SPC AZ C     -   118,300.      265,160.      MT  (+/- 180 meters Scaled)
 CZ0769
 CZ0769                          SUPERSEDED SURVEY CONTROL
 CZ0769
 CZ0769  NGVD 29 (??/??/92)  790.406  (m)         2593.19   (f) ADJ UNCH    2 0
 CZ0769
 CZ0769.Superseded values are not recommended for survey control.
 CZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0769.See file dsdata.txt to determine how the superseded data were derived.
 CZ0769
 CZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA652477(NAD 83)
 CZ0769_MARKER: DD = SURVEY DISK
 CZ0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0769_SP_SET: BRIDGE
 CZ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0769
 CZ0769  HISTORY     - Date     Condition        Report By
 CZ0769  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0769  HISTORY     - 1951     GOOD             NGS
 CZ0769  HISTORY     - 19970306 GOOD             USPSQD
 CZ0769
 CZ0769                          STATION DESCRIPTION
 CZ0769
 CZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0769'25.6 MI SW FROM TUCSON.
 CZ0769'25.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0769'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE SOUTH HEADWALL
 CZ0769'OF A CONCRETE 5 BY 44 FOOT BRIDGE, 12 YARDS NORTH OF A TELEPHONE LINE,
 CZ0769'AND 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 CZ0769
 CZ0769                          STATION RECOVERY (1997)
 CZ0769
 CZ0769'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0071 ***********************************************************************
 GQ0071  DESIGNATION -  3
 GQ0071  PID         -  GQ0071
 GQ0071  STATE/COUNTY-  AZ/MOHAVE
 GQ0071  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0071
 GQ0071                         *CURRENT SURVEY CONTROL
 GQ0071  ___________________________________________________________________
 GQ0071* NAD 83(1986)-  36 07 24.     (N)    114 00 06.     (W)     SCALED    
 GQ0071* NAVD 88     -       387.461  (meters)    1271.19   (feet)  POSTED    
 GQ0071  ___________________________________________________________________
 GQ0071  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0071  DYNAMIC HT  -         387.070 (meters)    1269.91  (feet)  COMP
 GQ0071  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GQ0071
 GQ0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0071
 GQ0071.The horizontal coordinates were scaled from a topographic map and have
 GQ0071.an estimated accuracy of +/- 6 seconds.
 GQ0071
 GQ0071.The orthometric height was determined by differential leveling
 GQ0071.and adjusted by the National Geodetic Survey in 1992..
 GQ0071.No vertical observational check was made to the station.
 GQ0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0071.was located on a no-check spur therefore a value was not computed.
 GQ0071
 GQ0071.The geoid height was determined by GEOID03.
 GQ0071
 GQ0071.The dynamic height is computed by dividing the NAVD 88
 GQ0071.geopotential number by the normal gravity value computed on the
 GQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0071.degrees latitude (g = 980.6199 gals.).
 GQ0071
 GQ0071.The modeled gravity was interpolated from observed gravity values.
 GQ0071
 GQ0071;                    North         East    Units  Estimated Accuracy
 GQ0071;SPC AZ W     -   568,250.      190,710.      MT  (+/- 180 meters Scaled)
 GQ0071
 GQ0071                          SUPERSEDED SURVEY CONTROL
 GQ0071
 GQ0071  NGVD 29 (??/??/92)  386.781  (m)         1268.96   (f) ADJ UNCH    1 1
 GQ0071
 GQ0071.Superseded values are not recommended for survey control.
 GQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0071.See file dsdata.txt to determine how the superseded data were derived.
 GQ0071
 GQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698017(NAD 83)
 GQ0071_MARKER: DD = SURVEY DISK
 GQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0071_STAMPING: 3 1268.88
 GQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0071+STABILITY: SURFACE MOTION
 GQ0071
 GQ0071  HISTORY     - Date     Condition        Report By
 GQ0071  HISTORY     - UNK      MONUMENTED       NPS
 GQ0071  HISTORY     - 1950     GOOD             NGS
 GQ0071
 GQ0071                          STATION DESCRIPTION
 GQ0071
 GQ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0071'0.8 MI N FROM PIERCES FERRY.
 GQ0071'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0071'STATION AT PIERCES FERRY, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0071'ON THE TOP OF A RIDGE, 128 YARDS NORTHEAST ALONG A ROCK-LINED PATH
 GQ0071'FROM THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0071'CAMP, ABOUT 33 YARDS SOUTHWEST OF A POINT WHERE THE RIDGE STARTS A
 GQ0071'SHARP DESCENT TO LAKE MEAD, 42.8 FEET NORTHEAST OF BM A 116 (USGS), 3
 GQ0071'FEET SOUTHEAST OF THE CENTER LINE OF THE PATH, 2 FEET NORTHWEST OF A
 GQ0071'CAIRN, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0020 ***********************************************************************
 CG0020  DESIGNATION -  3
 CG0020  PID         -  CG0020
 CG0020  STATE/COUNTY-  AZ/COCHISE
 CG0020  USGS QUAD   -  BENSON (1983)
 CG0020
 CG0020                         *CURRENT SURVEY CONTROL
 CG0020  ___________________________________________________________________
 CG0020* NAD 83(1986)-  31 58 00.     (N)    110 17 25.     (W)     SCALED    
 CG0020* NAVD 88     -      1086.159  (meters)    3563.51   (feet)  ADJUSTED  
 CG0020  ___________________________________________________________________
 CG0020  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0020  DYNAMIC HT  -        1084.541 (meters)    3558.20  (feet)  COMP
 CG0020  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 CG0020
 CG0020  VERT ORDER  -  FIRST     CLASS II
 CG0020
 CG0020.The horizontal coordinates were scaled from a topographic map and have
 CG0020.an estimated accuracy of +/- 6 seconds.
 CG0020
 CG0020.The orthometric height was determined by differential leveling
 CG0020.and adjusted by the National Geodetic Survey in June 1991..
 CG0020
 CG0020.The geoid height was determined by GEOID03.
 CG0020
 CG0020.The dynamic height is computed by dividing the NAVD 88
 CG0020.geopotential number by the normal gravity value computed on the
 CG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0020.degrees latitude (g = 980.6199 gals.).
 CG0020
 CG0020.The modeled gravity was interpolated from observed gravity values.
 CG0020
 CG0020;                    North         East    Units  Estimated Accuracy
 CG0020;SPC AZ E     -   107,180.      201,680.      MT  (+/- 180 meters Scaled)
 CG0020
 CG0020                          SUPERSEDED SURVEY CONTROL
 CG0020
 CG0020  NGVD 29 (??/??/92) 1085.353  (m)         3560.86   (f) ADJ UNCH    1 2
 CG0020
 CG0020.Superseded values are not recommended for survey control.
 CG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0020.See file dsdata.txt to determine how the superseded data were derived.
 CG0020
 CG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA670369(NAD 83)
 CG0020_MARKER: DD = SURVEY DISK
 CG0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0020_SP_SET: CULVERT
 CG0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0020
 CG0020  HISTORY     - Date     Condition        Report By
 CG0020  HISTORY     - UNK      MONUMENTED       AZHD
 CG0020  HISTORY     - 1952     GOOD             NGS
 CG0020  HISTORY     - 1960     GOOD             NGS
 CG0020  HISTORY     - 1979     GOOD             NGS
 CG0020
 CG0020                          STATION DESCRIPTION
 CG0020
 CG0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0020'IN BENSON.
 CG0020'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0020'STATION AT BENSON, IN THE TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE
 CG0020'CULVERT, 32.4 FEET NORTHWEST OF THE NORTHWEST END OF THE RAILROAD
 CG0020'OVERPASS, 11.9 FEET SOUTHEAST OF THE NORTHWEST END OF A CULVERT, 7.6
 CG0020'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FEET NORTHEAST OF THE
 CG0020'SOUTHWEST FACE OF THE SOUTHEAST-NORTHWEST HEADWALL, AND ABOUT 0.5 FOOT
 CG0020'HIGHER THAN THE TRACK.
 CG0020
 CG0020                          STATION RECOVERY (1960)
 CG0020
 CG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0020'RECOVERED IN GOOD CONDITION.
 CG0020
 CG0020                          STATION RECOVERY (1979)
 CG0020
 CG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0020'AT BENSON, ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF THE
 CG0020'SOUTHWEST L-SHAPED HEADWALL FOR A DRAINAGE DITCH UNDER THE RAILROAD,
 CG0020'7.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 CG0020'TRACKS, 32.4 FEET NORTHWEST OF THE NORTHWEST END OF THE U. S. HIGHWAY
 CG0020'80 UNDERPASS, 11.9 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CG0020'HEADWALL AND ABOUT 6 INCHES ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0237 ***********************************************************************
 CG0237  DESIGNATION -  3
 CG0237  PID         -  CG0237
 CG0237  STATE/COUNTY-  AZ/PIMA
 CG0237  USGS QUAD   -  SAHUARITA (1981)
 CG0237
 CG0237                         *CURRENT SURVEY CONTROL
 CG0237  ___________________________________________________________________
 CG0237* NAD 83(1986)-  31 58 25.     (N)    110 57 17.     (W)     SCALED    
 CG0237* NAVD 88     -       821.026  (meters)    2693.65   (feet)  ADJUSTED  
 CG0237  ___________________________________________________________________
 CG0237  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0237  DYNAMIC HT  -         819.852 (meters)    2689.80  (feet)  COMP
 CG0237  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 CG0237
 CG0237  VERT ORDER  -  FIRST     CLASS II
 CG0237
 CG0237.The horizontal coordinates were scaled from a topographic map and have
 CG0237.an estimated accuracy of +/- 6 seconds.
 CG0237
 CG0237.The orthometric height was determined by differential leveling
 CG0237.and adjusted by the National Geodetic Survey in June 1991..
 CG0237
 CG0237.The geoid height was determined by GEOID03.
 CG0237
 CG0237.The dynamic height is computed by dividing the NAVD 88
 CG0237.geopotential number by the normal gravity value computed on the
 CG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0237.degrees latitude (g = 980.6199 gals.).
 CG0237
 CG0237.The modeled gravity was interpolated from observed gravity values.
 CG0237
 CG0237;                    North         East    Units  Estimated Accuracy
 CG0237;SPC AZ C     -   108,350.      304,280.      MT  (+/- 180 meters Scaled)
 CG0237
 CG0237                          SUPERSEDED SURVEY CONTROL
 CG0237
 CG0237  NGVD 29 (??/??/92)  820.418  (m)         2691.65   (f) ADJ UNCH    1 2
 CG0237
 CG0237.Superseded values are not recommended for survey control.
 CG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0237.See file dsdata.txt to determine how the superseded data were derived.
 CG0237
 CG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042375(NAD 83)
 CG0237_MARKER: DD = SURVEY DISK
 CG0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0237_SP_SET: CULVERT
 CG0237_STAMPING: 3
 CG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0237
 CG0237  HISTORY     - Date     Condition        Report By
 CG0237  HISTORY     - UNK      MONUMENTED       AZHD
 CG0237  HISTORY     - 1953     GOOD             NGS
 CG0237  HISTORY     - 1980     GOOD             NGS
 CG0237  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0237
 CG0237                          STATION DESCRIPTION
 CG0237
 CG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0237'1.0 MI N FROM SAHUARITA.
 CG0237'1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0237'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 113.1 FEET
 CG0237'WEST OF THE WEST RAIL AT THE CENTER OF WOODEN BRIDGE 1001.77, AT A
 CG0237'DOUBLE CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 89, IN THE TOP OF THE
 CG0237'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 24.0 FEET WEST OF
 CG0237'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0237'HIGHWAY.
 CG0237
 CG0237                          STATION RECOVERY (1980)
 CG0237
 CG0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0237'1.8 KILOMETERS (1.1 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0237'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0237'HEADWALL FOR THE FIRST DOUBLE BOX HIGHWAY CULVERT NORTH OF THE
 CG0237'NORTH END OF AN OFFSET IN THE HIGHWAY, 7.3 METERS (24 FEET)
 CG0237'WEST OF THE HIGHWAY CENTERLINE.
 CG0237'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CG0237
 CG0237                          STATION RECOVERY (1999)
 CG0237
 CG0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1602 ***********************************************************************
 DV1602  DESIGNATION -  3 A
 DV1602  PID         -  DV1602
 DV1602  STATE/COUNTY-  AZ/LA PAZ
 DV1602  USGS QUAD   -  BEAR HILLS (1990)
 DV1602
 DV1602                         *CURRENT SURVEY CONTROL
 DV1602  ___________________________________________________________________
 DV1602* NAD 83(1986)-  33 39 21.     (N)    113 57 56.     (W)     SCALED    
 DV1602* NAVD 88     -       454.39   (+/-2cm)    1490.8    (feet)  VERTCON   
 DV1602  ___________________________________________________________________
 DV1602  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1602
 DV1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1602
 DV1602.The horizontal coordinates were scaled from a topographic map and have
 DV1602.an estimated accuracy of +/- 6 seconds.
 DV1602
 DV1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1602.The vertical order pertains to the NGVD 29 superseded value.
 DV1602
 DV1602.The geoid height was determined by GEOID03.
 DV1602
 DV1602;                    North         East    Units  Estimated Accuracy
 DV1602;SPC AZ W     -   294,510.      193,370.      MT  (+/- 180 meters Scaled)
 DV1602
 DV1602                          SUPERSEDED SURVEY CONTROL
 DV1602
 DV1602  NGVD 29 (??/??/92)  453.692  (m)         1488.49   (f) ADJ UNCH    2 0
 DV1602
 DV1602.Superseded values are not recommended for survey control.
 DV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1602.See file dsdata.txt to determine how the superseded data were derived.
 DV1602
 DV1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC249279(NAD 83)
 DV1602_MARKER: DD = SURVEY DISK
 DV1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1602_STAMPING: 3 A 1962
 DV1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1602+STABILITY: SURFACE MOTION
 DV1602
 DV1602  HISTORY     - Date     Condition        Report By
 DV1602  HISTORY     - 1962     MONUMENTED       AZHD
 DV1602
 DV1602                          STATION DESCRIPTION
 DV1602
 DV1602'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1602'2.35 MI S W FROM BRENDA.
 DV1602'100 YARDS SOUTHEAST OF IRON AZIMUTH, AN ARIZONA HIGHWAY DEPARTMENT
 DV1602'DISK, STAMPED 3 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1602'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY
 DV1602'10, 1.6 FEET NORTH-WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1260 ***********************************************************************
 CY1260  DESIGNATION -  3 EMH
 CY1260  PID         -  CY1260
 CY1260  STATE/COUNTY-  AZ/GRAHAM
 CY1260  USGS QUAD   -  EDEN (1985)
 CY1260
 CY1260                         *CURRENT SURVEY CONTROL
 CY1260  ___________________________________________________________________
 CY1260* NAD 83(1986)-  32 55 51.     (N)    109 57 18.     (W)     SCALED    
 CY1260* NAVD 88     -       903.84   (+/-2cm)    2965.3    (feet)  VERTCON   
 CY1260  ___________________________________________________________________
 CY1260  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY1260
 CY1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1260
 CY1260.The horizontal coordinates were scaled from a topographic map and have
 CY1260.an estimated accuracy of +/- 6 seconds.
 CY1260
 CY1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1260.The vertical order pertains to the NGVD 29 superseded value.
 CY1260
 CY1260.The geoid height was determined by GEOID03.
 CY1260
 CY1260;                    North         East    Units  Estimated Accuracy
 CY1260;SPC AZ E     -   214,100.      233,150.      MT  (+/- 180 meters Scaled)
 CY1260
 CY1260                          SUPERSEDED SURVEY CONTROL
 CY1260
 CY1260  NGVD 29 (??/??/92)  903.23   (m)         2963.3    (f) COMPUTED    2 0
 CY1260
 CY1260.Superseded values are not recommended for survey control.
 CY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1260.See file dsdata.txt to determine how the superseded data were derived.
 CY1260
 CY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB976441(NAD 83)
 CY1260_MARKER: DB = BENCH MARK DISK
 CY1260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1260_SP_SET: COPPER-CLAD STEEL ROD
 CY1260_STAMPING: 3 EMH 1972 2963
 CY1260_MARK LOGO: USGS  
 CY1260_PROJECTION: FLUSH
 CY1260_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1260+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1260_ROD/PIPE-DEPTH: 6.10 meters
 CY1260
 CY1260  HISTORY     - Date     Condition        Report By
 CY1260  HISTORY     - 1972     MONUMENTED       USGS
 CY1260
 CY1260                          STATION DESCRIPTION
 CY1260
 CY1260'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1260'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1260'ALONG U S HIGHWAY 70, THENCE 2.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1260'AT A RISE IN THE ROAD, ON A SMALL KNOLL, 50 FEET NORTHWEST AND ABOUT
 CY1260'4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 CY1260'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1126 ***********************************************************************
 ES1126  DESIGNATION -  3 HLS
 ES1126  PID         -  ES1126
 ES1126  STATE/COUNTY-  AZ/NAVAJO
 ES1126  USGS QUAD   -  JOSEPH CITY (1986)
 ES1126
 ES1126                         *CURRENT SURVEY CONTROL
 ES1126  ___________________________________________________________________
 ES1126* NAD 83(1986)-  34 59 43.     (N)    110 20 32.     (W)     SCALED    
 ES1126* NAVD 88     -      1572.663  (meters)    5159.65   (feet)  ADJUSTED  
 ES1126  ___________________________________________________________________
 ES1126  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES1126  DYNAMIC HT  -        1570.554 (meters)    5152.73  (feet)  COMP
 ES1126  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1126
 ES1126  VERT ORDER  -  THIRD
 ES1126
 ES1126.The horizontal coordinates were scaled from a topographic map and have
 ES1126.an estimated accuracy of +/- 6 seconds.
 ES1126
 ES1126.The orthometric height was determined by differential leveling
 ES1126.and adjusted by the National Geodetic Survey in June 1991..
 ES1126
 ES1126.The geoid height was determined by GEOID03.
 ES1126
 ES1126.The dynamic height is computed by dividing the NAVD 88
 ES1126.geopotential number by the normal gravity value computed on the
 ES1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1126.degrees latitude (g = 980.6199 gals.).
 ES1126
 ES1126.The modeled gravity was interpolated from observed gravity values.
 ES1126
 ES1126;                    North         East    Units  Estimated Accuracy
 ES1126;SPC AZ E     -   443,060.      197,340.      MT  (+/- 180 meters Scaled)
 ES1126
 ES1126                          SUPERSEDED SURVEY CONTROL
 ES1126
 ES1126  NGVD 29 (??/??/92) 1571.88   (m)         5157.1    (f) COMPUTED    3 0
 ES1126
 ES1126.Superseded values are not recommended for survey control.
 ES1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1126.See file dsdata.txt to determine how the superseded data were derived.
 ES1126
 ES1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD600727(NAD 83)
 ES1126_MARKER: DB = BENCH MARK DISK
 ES1126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1126_SP_SET: COPPER-CLAD STEEL ROD
 ES1126_STAMPING: 3 HLS 1970 5157
 ES1126_MARK LOGO: USGS  
 ES1126_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1126+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1126
 ES1126  HISTORY     - Date     Condition        Report By
 ES1126  HISTORY     - 1970     MONUMENTED       USGS
 ES1126
 ES1126                          STATION DESCRIPTION
 ES1126
 ES1126'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1126'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1126'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 2.8 MILES NORTH ALONG A
 ES1126'COUNTY ROAD (PORTER AVENUE), 0.1 MILE NORTHWEST OF A STOCK POND, 306
 ES1126'FEET SOUTH OF S32/T19N/R19E, 64 FEET WEST OF THE CENTERLINE OF THE
 ES1126'ROAD, 1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0851 ***********************************************************************
 FQ0851  DESIGNATION -  3 JRH
 FQ0851  PID         -  FQ0851
 FQ0851  STATE/COUNTY-  AZ/COCONINO
 FQ0851  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0851
 FQ0851                         *CURRENT SURVEY CONTROL
 FQ0851  ___________________________________________________________________
 FQ0851* NAD 83(1986)-  35 52 52.     (N)    111 56 14.     (W)     SCALED    
 FQ0851* NAVD 88     -      2163.811  (meters)    7099.10   (feet)  POSTED    
 FQ0851  ___________________________________________________________________
 FQ0851  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FQ0851  DYNAMIC HT  -        2160.870 (meters)    7089.45  (feet)  COMP
 FQ0851  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 FQ0851
 FQ0851  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0851
 FQ0851.The horizontal coordinates were scaled from a topographic map and have
 FQ0851.an estimated accuracy of +/- 6 seconds.
 FQ0851
 FQ0851.The orthometric height was determined by differential leveling
 FQ0851.and adjusted by the National Geodetic Survey in 1992..
 FQ0851.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0851.rate of 0.0 thru 1.0 mm/km.
 FQ0851
 FQ0851.The geoid height was determined by GEOID03.
 FQ0851
 FQ0851.The dynamic height is computed by dividing the NAVD 88
 FQ0851.geopotential number by the normal gravity value computed on the
 FQ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0851.degrees latitude (g = 980.6199 gals.).
 FQ0851
 FQ0851.The modeled gravity was interpolated from observed gravity values.
 FQ0851
 FQ0851;                    North         East    Units  Estimated Accuracy
 FQ0851;SPC AZ C     -   541,320.      211,500.      MT  (+/- 180 meters Scaled)
 FQ0851
 FQ0851                          SUPERSEDED SURVEY CONTROL
 FQ0851
 FQ0851  NGVD 29 (??/??/92) 2162.80   (m)         7095.8    (f) COMPUTED    3 0
 FQ0851
 FQ0851.Superseded values are not recommended for survey control.
 FQ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0851.See file dsdata.txt to determine how the superseded data were derived.
 FQ0851
 FQ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE154711(NAD 83)
 FQ0851_MARKER: DB = BENCH MARK DISK
 FQ0851_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0851_SP_SET: ROCK OUTCROP
 FQ0851_STAMPING: 3 JRH 1958 7096
 FQ0851_MARK LOGO: USGS  
 FQ0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0851+STABILITY: POSITION/ELEVATION WELL
 FQ0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0851+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0851
 FQ0851  HISTORY     - Date     Condition        Report By
 FQ0851  HISTORY     - 1958     MONUMENTED       USGS
 FQ0851
 FQ0851                          STATION DESCRIPTION
 FQ0851
 FQ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0851'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0851'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0851'LOOKOUT TOWER, PROCEED 6.2 MILES SOUTH, 5.4 MILES NORTHWEST OF
 FQ0851'BUCKLAR TANK, 70 FEET SOUTHWEST OF AND 14 FEET HIGHER THAN THE CENTER
 FQ0851'OF THE ROAD, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0859 ***********************************************************************
 FQ0859  DESIGNATION -  3 JRH
 FQ0859  PID         -  FQ0859
 FQ0859  STATE/COUNTY-  AZ/COCONINO
 FQ0859  USGS QUAD   -  PETERSON FLAT (1989)
 FQ0859
 FQ0859                         *CURRENT SURVEY CONTROL
 FQ0859  ___________________________________________________________________
 FQ0859* NAD 83(1986)-  35 45 17.     (N)    111 49 52.     (W)     SCALED    
 FQ0859* NAVD 88     -      1997.812  (meters)    6554.49   (feet)  POSTED    
 FQ0859  ___________________________________________________________________
 FQ0859  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0859  DYNAMIC HT  -        1995.100 (meters)    6545.59  (feet)  COMP
 FQ0859  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 FQ0859
 FQ0859  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0859
 FQ0859.The horizontal coordinates were scaled from a topographic map and have
 FQ0859.an estimated accuracy of +/- 6 seconds.
 FQ0859
 FQ0859.The orthometric height was determined by differential leveling
 FQ0859.and adjusted by the National Geodetic Survey in 1992..
 FQ0859.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0859.rate of 0.0 thru 1.0 mm/km.
 FQ0859
 FQ0859.The geoid height was determined by GEOID03.
 FQ0859
 FQ0859.The dynamic height is computed by dividing the NAVD 88
 FQ0859.geopotential number by the normal gravity value computed on the
 FQ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0859.degrees latitude (g = 980.6199 gals.).
 FQ0859
 FQ0859.The modeled gravity was interpolated from observed gravity values.
 FQ0859
 FQ0859;                    North         East    Units  Estimated Accuracy
 FQ0859;SPC AZ C     -   527,300.      221,100.      MT  (+/- 180 meters Scaled)
 FQ0859
 FQ0859                          SUPERSEDED SURVEY CONTROL
 FQ0859
 FQ0859.No superseded survey control is available for this station.
 FQ0859
 FQ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE248570(NAD 83)
 FQ0859_MARKER: DB = BENCH MARK DISK
 FQ0859_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0859_SP_SET: ROCK OUTCROP
 FQ0859_STAMPING: 3 JRH 6551 1959
 FQ0859_MARK LOGO: USGS  
 FQ0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0859+STABILITY: POSITION/ELEVATION WELL
 FQ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0859+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0859
 FQ0859  HISTORY     - Date     Condition        Report By
 FQ0859  HISTORY     - 1959     MONUMENTED       USGS
 FQ0859
 FQ0859                          STATION DESCRIPTION
 FQ0859
 FQ0859'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0859'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0859'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0859'LOOKOUT TOWER, PROCEED 18.1 MILES SOUTH TO A LOW SADDLE, 6.5 MILES
 FQ0859'SOUTHEAST OF BUCKLAR TANK, 2.8 MILES NORTHWEST OF LOCKWOOD TANK, 57
 FQ0859'FEET SOUTHWEST OF THE CENTER OF THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0279 ***********************************************************************
 DV0279  DESIGNATION -  3 LUKE FIELD
 DV0279  PID         -  DV0279
 DV0279  STATE/COUNTY-  AZ/MARICOPA
 DV0279  USGS QUAD   -  EL MIRAGE (1982)
 DV0279
 DV0279                         *CURRENT SURVEY CONTROL
 DV0279  ___________________________________________________________________
 DV0279* NAD 83(1986)-  33 32 40.     (N)    112 21 31.     (W)     SCALED    
 DV0279* NAVD 88     -       333.80   (+/-2cm)    1095.1    (feet)  VERTCON   
 DV0279  ___________________________________________________________________
 DV0279  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0279
 DV0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0279
 DV0279.The horizontal coordinates were scaled from a topographic map and have
 DV0279.an estimated accuracy of +/- 6 seconds.
 DV0279
 DV0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0279.The vertical order pertains to the NGVD 29 superseded value.
 DV0279
 DV0279.The geoid height was determined by GEOID03.
 DV0279
 DV0279;                    North         East    Units  Estimated Accuracy
 DV0279;SPC AZ C     -   282,220.      172,320.      MT  (+/- 180 meters Scaled)
 DV0279
 DV0279                          SUPERSEDED SURVEY CONTROL
 DV0279
 DV0279  NGVD 29 (??/??/92)  333.250  (m)         1093.34   (f) ADJ UNCH    2 0
 DV0279
 DV0279.Superseded values are not recommended for survey control.
 DV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0279.See file dsdata.txt to determine how the superseded data were derived.
 DV0279
 DV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738124(NAD 83)
 DV0279_MARKER: Q = CHISELED SQUARE
 DV0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0279_SP_SET: BRIDGE
 DV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0279
 DV0279  HISTORY     - Date     Condition        Report By
 DV0279  HISTORY     - UNK      MONUMENTED       DOD
 DV0279  HISTORY     - 1945     GOOD             NGS
 DV0279  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DV0279
 DV0279                          STATION DESCRIPTION
 DV0279
 DV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0279'IN LUKE FIELD.
 DV0279'AT LUKE FIELD, MARICOPA COUNTY, AT THE NORTHEAST ENTRANCE, 63 FEET
 DV0279'WEST OF THE CENTERLINE OF THE COUNTY ROAD LEADING TO LITCHFIELD, AT
 DV0279'THE A STREET BRIDGE ACROSS AN IRRIGATION CANAL, ON THE TOP OF THE
 DV0279'NORTH WALL, AND 1.9 FEET WEST OF THE EAST END.  A CROSS INSIDE A
 DV0279'CHISELED SQUARE.
 DV0279
 DV0279                          STATION RECOVERY (2002)
 DV0279
 DV0279'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0279'SEARCHED FOR NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0093 ***********************************************************************
 DB0093  DESIGNATION -  3 M
 DB0093  PID         -  DB0093
 DB0093  STATE/COUNTY-  AZ/YUMA
 DB0093  USGS QUAD   -  WELLTON SE (1965)
 DB0093
 DB0093                         *CURRENT SURVEY CONTROL
 DB0093  ___________________________________________________________________
 DB0093* NAD 83(1986)-  32 32 55.     (N)    114 03 55.     (W)     SCALED    
 DB0093* NAVD 88     -       191.09   (+/-2cm)     626.9    (feet)  VERTCON   
 DB0093  ___________________________________________________________________
 DB0093  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DB0093
 DB0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0093
 DB0093.The horizontal coordinates were scaled from a topographic map and have
 DB0093.an estimated accuracy of +/- 6 seconds.
 DB0093
 DB0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0093.The vertical order pertains to the NGVD 29 superseded value.
 DB0093
 DB0093.The geoid height was determined by GEOID03.
 DB0093
 DB0093;                    North         East    Units  Estimated Accuracy
 DB0093;SPC AZ W     -   171,750.      183,750.      MT  (+/- 180 meters Scaled)
 DB0093
 DB0093                          SUPERSEDED SURVEY CONTROL
 DB0093
 DB0093  NGVD 29 (??/??/??)  190.418  (m)          624.73   (f) ADJUSTED    2 0
 DB0093
 DB0093.Superseded values are not recommended for survey control.
 DB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0093.See file dsdata.txt to determine how the superseded data were derived.
 DB0093
 DB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS755050(NAD 83)
 DB0093_MARKER: DD = SURVEY DISK
 DB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0093_STAMPING: 3 M 624 1925
 DB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0093+STABILITY: SURFACE MOTION
 DB0093
 DB0093  HISTORY     - Date     Condition        Report By
 DB0093  HISTORY     - 1925     MONUMENTED       USGS
 DB0093  HISTORY     - 1962     GOOD             NGS
 DB0093
 DB0093                          STATION DESCRIPTION
 DB0093
 DB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0093'11.3 MI SE FROM WELLTON.
 DB0093'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0093'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0093'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0093'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0093'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 7.6 MILES SOUTHEAST
 DB0093'AND A DIM TRAIL ROAD, 3.6 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0093'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0093'3.2 MILES NORTHWEST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0093'WHICH PROJECTS 16 FEET AND IS NUMBER 6, 43 FEET NORTHEAST OF
 DB0093'THE CENTER LINE OF THE TRAIL ROAD, 2.7 FEET NORTHEAST OF A METAL
 DB0093'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD,
 DB0093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0260 ***********************************************************************
 GP0260  DESIGNATION -  3 M
 GP0260  PID         -  GP0260
 GP0260  STATE/COUNTY-  AZ/COCONINO
 GP0260  USGS QUAD   -  EMMETT WASH (1985)
 GP0260
 GP0260                         *CURRENT SURVEY CONTROL
 GP0260  ___________________________________________________________________
 GP0260* NAD 83(1986)-  36 42 01.     (N)    111 47 55.     (W)     SCALED    
 GP0260* NAVD 88     -      1365.967  (meters)    4481.51   (feet)  POSTED    
 GP0260  ___________________________________________________________________
 GP0260  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0260  DYNAMIC HT  -        1364.370 (meters)    4476.27  (feet)  COMP
 GP0260  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 GP0260
 GP0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0260
 GP0260.The horizontal coordinates were scaled from a topographic map and have
 GP0260.an estimated accuracy of +/- 6 seconds.
 GP0260
 GP0260.The orthometric height was determined by differential leveling
 GP0260.and adjusted by the National Geodetic Survey in 1992..
 GP0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0260.rate of 0.0 thru 1.0 mm/km.
 GP0260
 GP0260.The geoid height was determined by GEOID03.
 GP0260
 GP0260.The dynamic height is computed by dividing the NAVD 88
 GP0260.geopotential number by the normal gravity value computed on the
 GP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0260.degrees latitude (g = 980.6199 gals.).
 GP0260
 GP0260.The modeled gravity was interpolated from observed gravity values.
 GP0260
 GP0260;                    North         East    Units  Estimated Accuracy
 GP0260;SPC AZ C     -   632,220.      223,910.      MT  (+/- 180 meters Scaled)
 GP0260
 GP0260                          SUPERSEDED SURVEY CONTROL
 GP0260
 GP0260  NGVD 29 (??/??/92) 1365.037  (m)         4478.46   (f) ADJ UNCH    1 2
 GP0260
 GP0260.Superseded values are not recommended for survey control.
 GP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0260.See file dsdata.txt to determine how the superseded data were derived.
 GP0260
 GP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF286619(NAD 83)
 GP0260_MARKER: DD = SURVEY DISK
 GP0260_SETTING: 80 = SET IN A BOULDER
 GP0260_SP_SET: BOULDER
 GP0260_STAMPING: 3 M 1933
 GP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0260+STABILITY: SURFACE MOTION
 GP0260
 GP0260  HISTORY     - Date     Condition        Report By
 GP0260  HISTORY     - 1933     MONUMENTED       USGS
 GP0260
 GP0260                          STATION DESCRIPTION
 GP0260
 GP0260'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GP0260'12.4 MI SW FROM MARBLE CANYON.
 GP0260'12.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0260'MARBLE CANYON, COCONINO COUNTY, 170 FEET NORTH OF THE CENTERLINE OF
 GP0260'THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 1 FOOT ABOVE
 GP0260'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GP0260'3 M 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1573 ***********************************************************************
 DV1573  DESIGNATION -  30 A
 DV1573  PID         -  DV1573
 DV1573  STATE/COUNTY-  AZ/LA PAZ
 DV1573  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1573
 DV1573                         *CURRENT SURVEY CONTROL
 DV1573  ___________________________________________________________________
 DV1573* NAD 83(1986)-  33 35 27.     (N)    113 29 58.     (W)     SCALED    
 DV1573* NAVD 88     -       434.52   (+/-2cm)    1425.6    (feet)  VERTCON   
 DV1573  ___________________________________________________________________
 DV1573  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1573
 DV1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1573
 DV1573.The horizontal coordinates were scaled from a topographic map and have
 DV1573.an estimated accuracy of +/- 6 seconds.
 DV1573
 DV1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1573.The vertical order pertains to the NGVD 29 superseded value.
 DV1573
 DV1573.The geoid height was determined by GEOID03.
 DV1573
 DV1573;                    North         East    Units  Estimated Accuracy
 DV1573;SPC AZ W     -   287,310.      236,620.      MT  (+/- 180 meters Scaled)
 DV1573
 DV1573                          SUPERSEDED SURVEY CONTROL
 DV1573
 DV1573  NGVD 29 (??/??/92)  433.840  (m)         1423.36   (f) ADJ UNCH    2 0
 DV1573
 DV1573.Superseded values are not recommended for survey control.
 DV1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1573.See file dsdata.txt to determine how the superseded data were derived.
 DV1573
 DV1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC680195(NAD 83)
 DV1573_MARKER: DD = SURVEY DISK
 DV1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1573_STAMPING: 30 A 1962
 DV1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1573+STABILITY: SURFACE MOTION
 DV1573
 DV1573  HISTORY     - Date     Condition        Report By
 DV1573  HISTORY     - 1962     MONUMENTED       AZHD
 DV1573
 DV1573                          STATION DESCRIPTION
 DV1573
 DV1573'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1573'18.9 SE FROM SALOME.
 DV1573'0.5 MILE EAST SOUTHWEST OF A 413  30 AN ARIZONA HIGHWAY DEPARTMENT
 DV1573'DISK STAMPED 30 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1573'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1573'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0820 ***********************************************************************
 FQ0820  DESIGNATION -  30 BKC
 FQ0820  PID         -  FQ0820
 FQ0820  STATE/COUNTY-  AZ/COCONINO
 FQ0820  USGS QUAD   -  WUPATKI SE (1969)
 FQ0820
 FQ0820                         *CURRENT SURVEY CONTROL
 FQ0820  ___________________________________________________________________
 FQ0820* NAD 83(1986)-  35 32 09.     (N)    111 20 20.     (W)     SCALED    
 FQ0820* NAVD 88     -      1426.114  (meters)    4678.84   (feet)  POSTED    
 FQ0820  ___________________________________________________________________
 FQ0820  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0820  DYNAMIC HT  -        1424.310 (meters)    4672.92  (feet)  COMP
 FQ0820  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 FQ0820
 FQ0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0820
 FQ0820.The horizontal coordinates were scaled from a topographic map and have
 FQ0820.an estimated accuracy of +/- 6 seconds.
 FQ0820
 FQ0820.The orthometric height was determined by differential leveling
 FQ0820.and adjusted by the National Geodetic Survey in 1992..
 FQ0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0820.rate of 0.0 thru 1.0 mm/km.
 FQ0820
 FQ0820.The geoid height was determined by GEOID03.
 FQ0820
 FQ0820.The dynamic height is computed by dividing the NAVD 88
 FQ0820.geopotential number by the normal gravity value computed on the
 FQ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0820.degrees latitude (g = 980.6199 gals.).
 FQ0820
 FQ0820.The modeled gravity was interpolated from observed gravity values.
 FQ0820
 FQ0820;                    North         East    Units  Estimated Accuracy
 FQ0820;SPC AZ C     -   503,170.      265,750.      MT  (+/- 180 meters Scaled)
 FQ0820
 FQ0820                          SUPERSEDED SURVEY CONTROL
 FQ0820
 FQ0820.No superseded survey control is available for this station.
 FQ0820
 FQ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE692325(NAD 83)
 FQ0820_MARKER: DB = BENCH MARK DISK
 FQ0820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0820_SP_SET: COPPER-CLAD STEEL ROD
 FQ0820_STAMPING: 30 BKC 1968
 FQ0820_MARK LOGO: USGS  
 FQ0820_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0820+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0820
 FQ0820  HISTORY     - Date     Condition        Report By
 FQ0820  HISTORY     - 1968     MONUMENTED       USGS
 FQ0820
 FQ0820                          STATION DESCRIPTION
 FQ0820
 FQ0820'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0820'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0820'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0820'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0820'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0820'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0820'0.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 39 FEET NORTH OF
 FQ0820'THE ROAD, 1 FOOT SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0820'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0792 ***********************************************************************
 FQ0792  DESIGNATION -  30 HLS
 FQ0792  PID         -  FQ0792
 FQ0792  STATE/COUNTY-  AZ/NAVAJO
 FQ0792  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0792
 FQ0792                         *CURRENT SURVEY CONTROL
 FQ0792  ___________________________________________________________________
 FQ0792* NAD 83(1986)-  35 09 02.     (N)    110 05 09.     (W)     SCALED    
 FQ0792* NAVD 88     -      1643.099  (meters)    5390.73   (feet)  ADJUSTED  
 FQ0792  ___________________________________________________________________
 FQ0792  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0792  DYNAMIC HT  -        1640.880 (meters)    5383.45  (feet)  COMP
 FQ0792  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 FQ0792
 FQ0792  VERT ORDER  -  THIRD
 FQ0792
 FQ0792.The horizontal coordinates were scaled from a topographic map and have
 FQ0792.an estimated accuracy of +/- 6 seconds.
 FQ0792
 FQ0792.The orthometric height was determined by differential leveling
 FQ0792.and adjusted by the National Geodetic Survey in June 1991..
 FQ0792
 FQ0792.The geoid height was determined by GEOID03.
 FQ0792
 FQ0792.The dynamic height is computed by dividing the NAVD 88
 FQ0792.geopotential number by the normal gravity value computed on the
 FQ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0792.degrees latitude (g = 980.6199 gals.).
 FQ0792
 FQ0792.The modeled gravity was interpolated from observed gravity values.
 FQ0792
 FQ0792;                    North         East    Units  Estimated Accuracy
 FQ0792;SPC AZ E     -   460,280.      220,730.      MT  (+/- 180 meters Scaled)
 FQ0792
 FQ0792                          SUPERSEDED SURVEY CONTROL
 FQ0792
 FQ0792.No superseded survey control is available for this station.
 FQ0792
 FQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD832901(NAD 83)
 FQ0792_MARKER: DB = BENCH MARK DISK
 FQ0792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0792_SP_SET: COPPER-CLAD STEEL ROD
 FQ0792_STAMPING: 30 HLS 1970 5388
 FQ0792_MARK LOGO: USGS  
 FQ0792_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0792+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0792
 FQ0792  HISTORY     - Date     Condition        Report By
 FQ0792  HISTORY     - 1970     MONUMENTED       USGS
 FQ0792
 FQ0792                          STATION DESCRIPTION
 FQ0792
 FQ0792'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0792'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0792'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 12.6 MILES NORTH ALONG STATE
 FQ0792'HIGHWAY 77, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 FQ0792'EAST OF A FENCE, 3 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0792'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0443 ***********************************************************************
 FS0443  DESIGNATION -  30 L
 FS0443  PID         -  FS0443
 FS0443  STATE/COUNTY-  AZ/MOHAVE
 FS0443  USGS QUAD   -  GOLD BASIN (1989)
 FS0443
 FS0443                         *CURRENT SURVEY CONTROL
 FS0443  ___________________________________________________________________
 FS0443* NAD 83(1986)-  35 45 03.     (N)    114 09 11.     (W)     SCALED    
 FS0443* NAVD 88     -       936.082  (meters)    3071.13   (feet)  POSTED    
 FS0443  ___________________________________________________________________
 FS0443  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FS0443  DYNAMIC HT  -         935.030 (meters)    3067.68  (feet)  COMP
 FS0443  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 FS0443
 FS0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0443
 FS0443.The horizontal coordinates were scaled from a topographic map and have
 FS0443.an estimated accuracy of +/- 6 seconds.
 FS0443
 FS0443.The orthometric height was determined by differential leveling
 FS0443.and adjusted by the National Geodetic Survey in 1992..
 FS0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0443.rate of 0.0 thru 1.0 mm/km.
 FS0443
 FS0443.The geoid height was determined by GEOID03.
 FS0443
 FS0443.The dynamic height is computed by dividing the NAVD 88
 FS0443.geopotential number by the normal gravity value computed on the
 FS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0443.degrees latitude (g = 980.6199 gals.).
 FS0443
 FS0443.The modeled gravity was interpolated from observed gravity values.
 FS0443
 FS0443;                    North         East    Units  Estimated Accuracy
 FS0443;SPC AZ W     -   526,960.      176,910.      MT  (+/- 180 meters Scaled)
 FS0443
 FS0443                          SUPERSEDED SURVEY CONTROL
 FS0443
 FS0443  NGVD 29 (??/??/92)  935.321  (m)         3068.63   (f) ADJ UNCH    1 1
 FS0443
 FS0443.Superseded values are not recommended for survey control.
 FS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0443.See file dsdata.txt to determine how the superseded data were derived.
 FS0443
 FS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV574600(NAD 83)
 FS0443_MARKER: DD = SURVEY DISK
 FS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0443_STAMPING: 30 L 1938
 FS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0443+STABILITY: SURFACE MOTION
 FS0443
 FS0443  HISTORY     - Date     Condition        Report By
 FS0443  HISTORY     - 1938     MONUMENTED       USGS
 FS0443  HISTORY     - 1950     GOOD             NGS
 FS0443
 FS0443                          STATION DESCRIPTION
 FS0443
 FS0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0443'30.9 MI N FROM GRASSHOPPER JUNCTION.
 FS0443'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0443'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 19.9 MILES
 FS0443'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.1 MILE
 FS0443'NORTH OF A CATTLE GUARD AND THE JUNCTION OF A DIRT ROAD LEADING
 FS0443'EAST, 56 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT
 FS0443'ROAD LEADING NORTHWEST TO THE MALCO MINE, 36 FEET EAST OF THE
 FS0443'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN
 FS0443'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0502 ***********************************************************************
 CZ0502  DESIGNATION -  300+23.88
 CZ0502  PID         -  CZ0502
 CZ0502  STATE/COUNTY-  AZ/PIMA
 CZ0502  USGS QUAD   -  MARANA (1992)
 CZ0502
 CZ0502                         *CURRENT SURVEY CONTROL
 CZ0502  ___________________________________________________________________
 CZ0502* NAD 83(1986)-  32 26 44.     (N)    111 11 31.     (W)     SCALED    
 CZ0502* NAVD 88     -       612.208  (meters)    2008.55   (feet)  ADJUSTED  
 CZ0502  ___________________________________________________________________
 CZ0502  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0502  DYNAMIC HT  -         611.400 (meters)    2005.90  (feet)  COMP
 CZ0502  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 CZ0502  OBS GRAVITY -     979,301.7   (mgal)                       GRAV_OBS
 CZ0502
 CZ0502  VERT ORDER  -  FIRST     CLASS II
 CZ0502
 CZ0502.The horizontal coordinates were scaled from a topographic map and have
 CZ0502.an estimated accuracy of +/- 6 seconds.
 CZ0502
 CZ0502.The orthometric height was determined by differential leveling
 CZ0502.and adjusted by the National Geodetic Survey in June 1991..
 CZ0502
 CZ0502.The geoid height was determined by GEOID03.
 CZ0502
 CZ0502.The dynamic height is computed by dividing the NAVD 88
 CZ0502.geopotential number by the normal gravity value computed on the
 CZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0502.degrees latitude (g = 980.6199 gals.).
 CZ0502
 CZ0502.The modeled gravity was interpolated from observed gravity values.
 CZ0502.The observed gravity was obtained from relative gravimeter ties
 CZ0502.to the IGSN71 gravity network.
 CZ0502
 CZ0502;                    North         East    Units  Estimated Accuracy
 CZ0502;SPC AZ C     -   160,500.      281,500.      MT  (+/- 180 meters Scaled)
 CZ0502
 CZ0502                          SUPERSEDED SURVEY CONTROL
 CZ0502
 CZ0502  NGVD 29 (??/??/92)  611.628  (m)         2006.65   (f) ADJ UNCH    1 2
 CZ0502
 CZ0502.Superseded values are not recommended for survey control.
 CZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0502.See file dsdata.txt to determine how the superseded data were derived.
 CZ0502
 CZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA819898(NAD 83)
 CZ0502_MARKER: DD = SURVEY DISK
 CZ0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0502_SP_SET: CURB
 CZ0502_STAMPING: 2006.92 300+23.88 1931
 CZ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0502+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0502
 CZ0502  HISTORY     - Date     Condition        Report By
 CZ0502  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0502  HISTORY     - 1951     GOOD             NGS
 CZ0502  HISTORY     - 1960     GOOD             NGS
 CZ0502  HISTORY     - 1980     GOOD             NGS
 CZ0502  HISTORY     - 19960204 GOOD             USPSQD
 CZ0502  HISTORY     - 20041216 GOOD             NGS
 CZ0502
 CZ0502                          STATION DESCRIPTION
 CZ0502
 CZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0502'1.3 MI SE FROM MARANA.
 CZ0502'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0502'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0502'963.65, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0502'CURBING OF THE HIGHWAY BRIDGE, 53.4 FEET NORTHWEST OF TELEGRAPH POLE
 CZ0502'NUMBER 7, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CZ0502'BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0502'HIGHWAY.
 CZ0502
 CZ0502                          STATION RECOVERY (1960)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0502'RECOVERED IN GOOD CONDITION.
 CZ0502
 CZ0502                          STATION RECOVERY (1980)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0502'32.8 KILOMETERS (20.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0502'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.65,
 CZ0502'AT A 6-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0502'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0502'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 10.0 METERS
 CZ0502'(32.8 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0
 CZ0502'METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0502'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0502
 CZ0502                          STATION RECOVERY (1996)
 CZ0502
 CZ0502'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0502'RECOVERED IN GOOD CONDITION.
 CZ0502
 CZ0502                          STATION RECOVERY (2004)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0502'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0502'SIDE FRONTAGE ROAD FOR INTERSTATE 10.  MARK IS NOT RECESSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0666 ***********************************************************************
 FR0666  DESIGNATION -  3015
 FR0666  PID         -  FR0666
 FR0666  STATE/COUNTY-  AZ/MOHAVE
 FR0666  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0666
 FR0666                         *CURRENT SURVEY CONTROL
 FR0666  ___________________________________________________________________
 FR0666* NAD 83(1986)-  35 32 24.     (N)    113 52 05.     (W)     SCALED    
 FR0666* NAVD 88     -       919.741  (meters)    3017.52   (feet)  POSTED    
 FR0666  ___________________________________________________________________
 FR0666  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0666  DYNAMIC HT  -         918.670 (meters)    3014.00  (feet)  COMP
 FR0666  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 FR0666
 FR0666  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0666
 FR0666.The horizontal coordinates were scaled from a topographic map and have
 FR0666.an estimated accuracy of +/- 6 seconds.
 FR0666
 FR0666.The orthometric height was determined by differential leveling
 FR0666.and adjusted by the National Geodetic Survey in 1992..
 FR0666.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0666.rate of 1.1 thru 2.0 mm/km.
 FR0666
 FR0666.The geoid height was determined by GEOID03.
 FR0666
 FR0666.The dynamic height is computed by dividing the NAVD 88
 FR0666.geopotential number by the normal gravity value computed on the
 FR0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0666.degrees latitude (g = 980.6199 gals.).
 FR0666
 FR0666.The modeled gravity was interpolated from observed gravity values.
 FR0666
 FR0666;                    North         East    Units  Estimated Accuracy
 FR0666;SPC AZ W     -   503,500.      202,660.      MT  (+/- 180 meters Scaled)
 FR0666
 FR0666                          SUPERSEDED SURVEY CONTROL
 FR0666
 FR0666  NGVD 29 (??/??/92)  918.966  (m)         3014.97   (f) ADJ UNCH    1 1
 FR0666
 FR0666.Superseded values are not recommended for survey control.
 FR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0666.See file dsdata.txt to determine how the superseded data were derived.
 FR0666
 FR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE399367(NAD 83)
 FR0666_MARKER: DD = SURVEY DISK
 FR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0666_STAMPING: 3015 1920
 FR0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0666+STABILITY: SURFACE MOTION
 FR0666
 FR0666  HISTORY     - Date     Condition        Report By
 FR0666  HISTORY     - 1920     MONUMENTED       USGS
 FR0666  HISTORY     - 1940     GOOD             NGS
 FR0666
 FR0666                          STATION DESCRIPTION
 FR0666
 FR0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0666'14.4 MI N FROM HACKBERRY.
 FR0666'14.4 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0666'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 1.5 MILES
 FR0666'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 30 FEET
 FR0666'NORTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF THE
 FR0666'CENTERLINE OF THE OLD ROADBED AND 3 FEET NORTH OF A WHITE WOODEN
 FR0666'WITNESS POST.  A USGS STANDARD DISK, STAMPED 3015 1920 AND SET IN THE
 FR0666'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0551 ***********************************************************************
 CG0551  DESIGNATION -  3021.36
 CG0551  PID         -  CG0551
 CG0551  STATE/COUNTY-  AZ/PIMA
 CG0551  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0551
 CG0551                         *CURRENT SURVEY CONTROL
 CG0551  ___________________________________________________________________
 CG0551* NAD 83(1986)-  31 45 21.     (N)    111 02 28.     (W)     SCALED    
 CG0551* NAVD 88     -       921.67   (+/-2cm)    3023.8    (feet)  VERTCON   
 CG0551  ___________________________________________________________________
 CG0551  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0551
 CG0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0551
 CG0551.The horizontal coordinates were scaled from a topographic map and have
 CG0551.an estimated accuracy of +/- 6 seconds.
 CG0551
 CG0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0551.The vertical order pertains to the NGVD 29 superseded value.
 CG0551
 CG0551.The geoid height was determined by GEOID03.
 CG0551
 CG0551;                    North         East    Units  Estimated Accuracy
 CG0551;SPC AZ C     -    84,130.      296,310.      MT  (+/- 180 meters Scaled)
 CG0551
 CG0551                          SUPERSEDED SURVEY CONTROL
 CG0551
 CG0551  NGVD 29 (??/??/92)  920.882  (m)         3021.26   (f) ADJ UNCH    2 0
 CG0551
 CG0551.Superseded values are not recommended for survey control.
 CG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0551.See file dsdata.txt to determine how the superseded data were derived.
 CG0551
 CG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA961133(NAD 83)
 CG0551_MARKER: DD = SURVEY DISK
 CG0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0551_SP_SET: BRIDGE
 CG0551_STAMPING: 3121.36 1704+50.92 1951
 CG0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0551
 CG0551  HISTORY     - Date     Condition        Report By
 CG0551  HISTORY     - 1951     MONUMENTED       AZHD
 CG0551  HISTORY     - 1959     GOOD             NGS
 CG0551  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0551  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0551
 CG0551                          STATION DESCRIPTION
 CG0551
 CG0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0551'2.6 MI N FROM AMADO.
 CG0551'2.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0551'21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, CEMENTED IN THE CENTER
 CG0551'OF THE WEST HEADWALL OF A CONCRETE BRIDGE THAT IS ABOUT 1 FOOT HIGHER
 CG0551'THAN THE HIGHWAY.
 CG0551
 CG0551                          STATION RECOVERY (1976)
 CG0551
 CG0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0551'MARK NOT FOUND.
 CG0551
 CG0551                          STATION RECOVERY (1980)
 CG0551
 CG0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0551'NOT RECOVERED BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY
 CG0551'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0392 ***********************************************************************
 ET0392  DESIGNATION -  3032
 ET0392  PID         -  ET0392
 ET0392  STATE/COUNTY-  AZ/YAVAPAI
 ET0392  USGS QUAD   -  CONGRESS (1969)
 ET0392
 ET0392                         *CURRENT SURVEY CONTROL
 ET0392  ___________________________________________________________________
 ET0392* NAD 83(1986)-  34 09 44.     (N)    112 50 44.     (W)     SCALED    
 ET0392* NAVD 88     -       927.287  (meters)    3042.27   (feet)  POSTED    
 ET0392  ___________________________________________________________________
 ET0392  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 ET0392  DYNAMIC HT  -         926.130 (meters)    3038.48  (feet)  COMP
 ET0392  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 ET0392
 ET0392  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0392
 ET0392.The horizontal coordinates were scaled from a topographic map and have
 ET0392.an estimated accuracy of +/- 6 seconds.
 ET0392
 ET0392.The orthometric height was determined by differential leveling
 ET0392.and adjusted by the National Geodetic Survey in November 2005..
 ET0392.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0392.rate of 1.1 thru 2.0 mm/km.
 ET0392
 ET0392.The geoid height was determined by GEOID03.
 ET0392
 ET0392.The dynamic height is computed by dividing the NAVD 88
 ET0392.geopotential number by the normal gravity value computed on the
 ET0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0392.degrees latitude (g = 980.6199 gals.).
 ET0392
 ET0392.The modeled gravity was interpolated from observed gravity values.
 ET0392
 ET0392;                    North         East    Units  Estimated Accuracy
 ET0392;SPC AZ C     -   351,040.      127,720.      MT  (+/- 180 meters Scaled)
 ET0392
 ET0392                          SUPERSEDED SURVEY CONTROL
 ET0392
 ET0392  NGVD 29 (??/??/92)  926.619  (m)         3040.08   (f) ADJ UNCH    2 0
 ET0392
 ET0392.Superseded values are not recommended for survey control.
 ET0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0392.See file dsdata.txt to determine how the superseded data were derived.
 ET0392
 ET0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC298816(NAD 83)
 ET0392_MARKER: P = PIPE CAP
 ET0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0392
 ET0392  HISTORY     - Date     Condition        Report By
 ET0392  HISTORY     - UNK      MONUMENTED       USGS
 ET0392  HISTORY     - 1933     GOOD             NGS
 ET0392
 ET0392                          STATION DESCRIPTION
 ET0392
 ET0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0392'IN CONGRESS JUNCTION.
 ET0392'IRON POST, ON A.T. AND S.F. RIGHT OF WAY, 0.3 MILES NORTH OF DEPOT,
 ET0392'750 FEET NORTHEAST OF PUBLIC SCHOOL, 45 FEET EAST OF RAILROAD
 ET0392'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0586 ***********************************************************************
 FS0586  DESIGNATION -  3039.76
 FS0586  PID         -  FS0586
 FS0586  STATE/COUNTY-  AZ/MOHAVE
 FS0586  USGS QUAD   -  KINGMAN (1980)
 FS0586
 FS0586                         *CURRENT SURVEY CONTROL
 FS0586  ___________________________________________________________________
 FS0586* NAD 83(1986)-  35 09 32.     (N)    114 04 51.     (W)     SCALED    
 FS0586* NAVD 88     -       927.363  (meters)    3042.52   (feet)  POSTED    
 FS0586  ___________________________________________________________________
 FS0586  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FS0586  DYNAMIC HT  -         926.290 (meters)    3039.00  (feet)  COMP
 FS0586  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 FS0586
 FS0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0586
 FS0586.The horizontal coordinates were scaled from a topographic map and have
 FS0586.an estimated accuracy of +/- 6 seconds.
 FS0586
 FS0586.The orthometric height was determined by differential leveling
 FS0586.and adjusted by the National Geodetic Survey in 1992..
 FS0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0586.rate of 0.0 thru 1.0 mm/km.
 FS0586
 FS0586.The geoid height was determined by GEOID03.
 FS0586
 FS0586.The dynamic height is computed by dividing the NAVD 88
 FS0586.geopotential number by the normal gravity value computed on the
 FS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0586.degrees latitude (g = 980.6199 gals.).
 FS0586
 FS0586.The modeled gravity was interpolated from observed gravity values.
 FS0586
 FS0586;                    North         East    Units  Estimated Accuracy
 FS0586;SPC AZ W     -   461,270.      183,220.      MT  (+/- 180 meters Scaled)
 FS0586
 FS0586                          SUPERSEDED SURVEY CONTROL
 FS0586
 FS0586  NGVD 29 (??/??/92)  926.594  (m)         3040.00   (f) ADJ UNCH    2 0
 FS0586
 FS0586.Superseded values are not recommended for survey control.
 FS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0586.See file dsdata.txt to determine how the superseded data were derived.
 FS0586
 FS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU659945(NAD 83)
 FS0586_MARKER: DD = SURVEY DISK
 FS0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0586_SP_SET: BRIDGE
 FS0586_STAMPING: 3039.76 2445X24 1954
 FS0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0586
 FS0586  HISTORY     - Date     Condition        Report By
 FS0586  HISTORY     - 1954     MONUMENTED       AZHD
 FS0586  HISTORY     - 1961     GOOD             NGS
 FS0586  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0586
 FS0586                          STATION DESCRIPTION
 FS0586
 FS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0586'3.3 MI SSW FROM KINGMAN.
 FS0586'ABOUT 3.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0586'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0586'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF AN 85
 FS0586'FOOT CONCRETE BRIDGE WITH 6 OPENINGS, 20 FEET SOUTH OF THE CENTER
 FS0586'LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FS0586'HIGHWAY.
 FS0586
 FS0586                          STATION RECOVERY (1981)
 FS0586
 FS0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0586'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0129 ***********************************************************************
 DB0129  DESIGNATION -  304.01
 DB0129  PID         -  DB0129
 DB0129  STATE/COUNTY-  AZ/YUMA
 DB0129  USGS QUAD   -  WELLTON MESA (1982)
 DB0129
 DB0129                         *CURRENT SURVEY CONTROL
 DB0129  ___________________________________________________________________
 DB0129* NAD 83(1986)-  32 40 37.     (N)    114 03 37.     (W)     SCALED    
 DB0129* NAVD 88     -        93.229  (meters)     305.87   (feet)  ADJUSTED  
 DB0129  ___________________________________________________________________
 DB0129  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DB0129  DYNAMIC HT  -          93.122 (meters)     305.52  (feet)  COMP
 DB0129  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 DB0129
 DB0129  VERT ORDER  -  FIRST     CLASS II
 DB0129
 DB0129.The horizontal coordinates were scaled from a topographic map and have
 DB0129.an estimated accuracy of +/- 6 seconds.
 DB0129
 DB0129.The orthometric height was determined by differential leveling
 DB0129.and adjusted by the National Geodetic Survey in June 1991..
 DB0129
 DB0129.The geoid height was determined by GEOID03.
 DB0129
 DB0129.The dynamic height is computed by dividing the NAVD 88
 DB0129.geopotential number by the normal gravity value computed on the
 DB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0129.degrees latitude (g = 980.6199 gals.).
 DB0129
 DB0129.The modeled gravity was interpolated from observed gravity values.
 DB0129
 DB0129;                    North         East    Units  Estimated Accuracy
 DB0129;SPC AZ W     -   185,980.      184,260.      MT  (+/- 180 meters Scaled)
 DB0129
 DB0129                          SUPERSEDED SURVEY CONTROL
 DB0129
 DB0129  NGVD 29 (??/??/??)   92.592  (m)          303.78   (f) ADJUSTED    1 2
 DB0129
 DB0129.Superseded values are not recommended for survey control.
 DB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0129.See file dsdata.txt to determine how the superseded data were derived.
 DB0129
 DB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS756192(NAD 83)
 DB0129_MARKER: DD = SURVEY DISK
 DB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0129_SP_SET: BRIDGE
 DB0129_STAMPING: 304.01
 DB0129_MARK LOGO: AZHD  
 DB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0129
 DB0129  HISTORY     - Date     Condition        Report By
 DB0129  HISTORY     - UNK      MONUMENTED       AZHD
 DB0129  HISTORY     - 1960     GOOD             NGS
 DB0129  HISTORY     - 1981     GOOD             NGS
 DB0129  HISTORY     - 1981     GOOD             NGS
 DB0129
 DB0129                          STATION DESCRIPTION
 DB0129
 DB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0129'4.4 MI E FROM WELLTON.
 DB0129'4.4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0129'WATER TANK AT WELLTON, YUMA COUNTY, 200 FEET NORTH OF THE
 DB0129'CENTER OF A RAILROAD BRIDGE (WOODEN), AT A HIGHWAY BRIDGE OVER
 DB0129'A LARGE WASH, IN THE CENTER OF THE TOP OF THE NORTH GUARDRAIL,
 DB0129'23 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, AND ABOUT
 DB0129'1 FOOT HIGHER THAN THE HIGHWAY.  AN ARIZONA STATE HIGHWAY
 DB0129'DEPARTMENT STANDARD DISK, STAMPED 304.01.
 DB0129
 DB0129                          STATION RECOVERY (1981)
 DB0129
 DB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0129'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0129'WELLTON, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST 38, 0.4 KM
 DB0129'(0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 34E, SET IN TOP OF THE
 DB0129'NORTHWEST HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF
 DB0129'THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) NORTHEAST OF THE
 DB0129'SOUTHWEST END OF THE HEADWALL, 8.2 M (27.0 FT) SOUTHWEST OF THE
 DB0129'NORTHEAST END OF THE HEADWALL.
 DB0129'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DB0129
 DB0129                          STATION RECOVERY (1981)
 DB0129
 DB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0129'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0129'WELLTON, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST 38, 0.4 KM
 DB0129'(0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 34E, SET IN TOP OF THE
 DB0129'NORTHWEST HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF
 DB0129'THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) NORTHEAST OF THE
 DB0129'SOUTHWEST END OF THE HEADWALL, 8.2 M (27.0 FT) SOUTHWEST OF THE
 DB0129'NORTHEAST END OF THE HEADWALL.
 DB0129'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0116 ***********************************************************************
 CZ0116  DESIGNATION -  3069
 CZ0116  PID         -  CZ0116
 CZ0116  STATE/COUNTY-  AZ/PIMA
 CZ0116  USGS QUAD   -  ORO VALLEY (1981)
 CZ0116
 CZ0116                         *CURRENT SURVEY CONTROL
 CZ0116  ___________________________________________________________________
 CZ0116* NAD 83(1986)-  32 28 54.     (N)    110 55 20.     (W)     SCALED    
 CZ0116* NAVD 88     -       939.75   (+/-2cm)    3083.2    (feet)  VERTCON   
 CZ0116  ___________________________________________________________________
 CZ0116  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0116
 CZ0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0116
 CZ0116.The horizontal coordinates were scaled from a topographic map and have
 CZ0116.an estimated accuracy of +/- 6 seconds.
 CZ0116
 CZ0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0116.The vertical order pertains to the NGVD 29 superseded value.
 CZ0116
 CZ0116.The geoid height was determined by GEOID03.
 CZ0116
 CZ0116;                    North         East    Units  Estimated Accuracy
 CZ0116;SPC AZ C     -   164,710.      306,830.      MT  (+/- 180 meters Scaled)
 CZ0116
 CZ0116                          SUPERSEDED SURVEY CONTROL
 CZ0116
 CZ0116  NGVD 29 (??/??/92)  939.047  (m)         3080.86   (f) ADJ UNCH    2 0
 CZ0116
 CZ0116.Superseded values are not recommended for survey control.
 CZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0116.See file dsdata.txt to determine how the superseded data were derived.
 CZ0116
 CZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA073938(NAD 83)
 CZ0116_MARKER: P = PIPE CAP
 CZ0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0116_STAMPING: 3069 NOGLS
 CZ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0116
 CZ0116  HISTORY     - Date     Condition        Report By
 CZ0116  HISTORY     - UNK      MONUMENTED       USGS
 CZ0116  HISTORY     - 1962     GOOD             NGS
 CZ0116
 CZ0116                          STATION DESCRIPTION
 CZ0116
 CZ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0116'16.6 MI SW FROM ORACLE.
 CZ0116'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0116'ORACLE TO ORACLE JUNCTION, THENCE 5.2 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0116'80 AND 89 FROM ORACLE JUNCTION, 200 YARDS EAST OF U.S. HIGHWAY 80, ON
 CZ0116'THE SUMMIT OF A LOW HILL, 12 FEET WEST OF THE CENTER OF A TRACK ROAD,
 CZ0116'A U.S. GEOLOGICAL SURVEY CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON
 CZ0116'PIPE THAT PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0557 ***********************************************************************
 CG0557  DESIGNATION -  3070.02
 CG0557  PID         -  CG0557
 CG0557  STATE/COUNTY-  AZ/PIMA
 CG0557  USGS QUAD   -  AMADO (1981)
 CG0557
 CG0557                         *CURRENT SURVEY CONTROL
 CG0557  ___________________________________________________________________
 CG0557* NAD 83(1986)-  31 43 33.     (N)    111 03 42.     (W)     SCALED    
 CG0557* NAVD 88     -       936.492  (meters)    3072.47   (feet)  ADJUSTED  
 CG0557  ___________________________________________________________________
 CG0557  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0557  DYNAMIC HT  -         935.110 (meters)    3067.94  (feet)  COMP
 CG0557  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CG0557
 CG0557  VERT ORDER  -  FIRST     CLASS II
 CG0557
 CG0557.The horizontal coordinates were scaled from a topographic map and have
 CG0557.an estimated accuracy of +/- 6 seconds.
 CG0557
 CG0557.The orthometric height was determined by differential leveling
 CG0557.and adjusted by the National Geodetic Survey in June 1991..
 CG0557
 CG0557.The geoid height was determined by GEOID03.
 CG0557
 CG0557.The dynamic height is computed by dividing the NAVD 88
 CG0557.geopotential number by the normal gravity value computed on the
 CG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0557.degrees latitude (g = 980.6199 gals.).
 CG0557
 CG0557.The modeled gravity was interpolated from observed gravity values.
 CG0557
 CG0557;                    North         East    Units  Estimated Accuracy
 CG0557;SPC AZ C     -    80,790.      294,380.      MT  (+/- 180 meters Scaled)
 CG0557
 CG0557                          SUPERSEDED SURVEY CONTROL
 CG0557
 CG0557  NGVD 29 (??/??/92)  935.699  (m)         3069.87   (f) ADJ UNCH    1 2
 CG0557
 CG0557.Superseded values are not recommended for survey control.
 CG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0557.See file dsdata.txt to determine how the superseded data were derived.
 CG0557
 CG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941100(NAD 83)
 CG0557_MARKER: DD = SURVEY DISK
 CG0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0557_SP_SET: CULVERT
 CG0557_STAMPING: 3070.02 1951 1581+34.91
 CG0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0557
 CG0557  HISTORY     - Date     Condition        Report By
 CG0557  HISTORY     - 1951     MONUMENTED       AZHD
 CG0557  HISTORY     - 1959     GOOD             NGS
 CG0557  HISTORY     - 1980     GOOD             NGS
 CG0557  HISTORY     - 19950302 GOOD             USPSQD
 CG0557  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0557
 CG0557                          STATION DESCRIPTION
 CG0557
 CG0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0557'0.2 MI N FROM AMADO.
 CG0557'0.2 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, AT
 CG0557'A DOUBLE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE WEST
 CG0557'CONCRETE HEADWALL, 23.4 FEET WEST OF THE CENTER OF THE HIGHWAY, AND
 CG0557'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CG0557
 CG0557                          STATION RECOVERY (1980)
 CG0557
 CG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0557'0.2 KILOMETER (0.1 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0557'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0557'SET IN THE TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE CONCRETE
 CG0557'BOX CULVERT, 6.25 METERS (20.5 FEET) NORTH OF A SIGN READING
 CG0557'ENTERING SANTA CRUZE COUNTY, 7.1 METERS (23.3 FEET) WEST OF THE
 CG0557'CENTERLINE OF THE FRONTAGE ROAD (FORMER U.S. HIGHWAY 89), 11.7
 CG0557'METERS (38.4 FEET) SOUTH OF THE CENTERLINE OF A ASPHALT ROAD
 CG0557'LEADING TO INTERSTATE HIGHWAY I-9.
 CG0557'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CG0557
 CG0557                          STATION RECOVERY (1995)
 CG0557
 CG0557'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0557'RECOVERED IN GOOD CONDITION.
 CG0557
 CG0557                          STATION RECOVERY (2002)
 CG0557
 CG0557'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0807 ***********************************************************************
 DW0807  DESIGNATION -  307.10
 DW0807  PID         -  DW0807
 DW0807  STATE/COUNTY-  AZ/LA PAZ
 DW0807  USGS QUAD   -  LA PAZ MTN (1970)
 DW0807
 DW0807                         *CURRENT SURVEY CONTROL
 DW0807  ___________________________________________________________________
 DW0807* NAD 83(1986)-  33 37 46.     (N)    114 29 41.     (W)     SCALED    
 DW0807* NAVD 88     -        94.38   (+/-2cm)     309.6    (feet)  VERTCON   
 DW0807  ___________________________________________________________________
 DW0807  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0807
 DW0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0807
 DW0807.The horizontal coordinates were scaled from a topographic map and have
 DW0807.an estimated accuracy of +/- 6 seconds.
 DW0807
 DW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0807.The vertical order pertains to the NGVD 29 superseded value.
 DW0807
 DW0807.The geoid height was determined by GEOID03.
 DW0807
 DW0807;                    North         East    Units  Estimated Accuracy
 DW0807;SPC AZ W     -   291,820.      144,270.      MT  (+/- 180 meters Scaled)
 DW0807
 DW0807                          SUPERSEDED SURVEY CONTROL
 DW0807
 DW0807  NGVD 29 (??/??/??)   93.712  (m)          307.45   (f) ADJUSTED    1 2
 DW0807
 DW0807.Superseded values are not recommended for survey control.
 DW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0807.See file dsdata.txt to determine how the superseded data were derived.
 DW0807
 DW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT323238(NAD 83)
 DW0807_MARKER: DD = SURVEY DISK
 DW0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0807_SP_SET: RETAINING WALL
 DW0807_STAMPING: 307.10 143+26
 DW0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0807
 DW0807  HISTORY     - Date     Condition        Report By
 DW0807  HISTORY     - UNK      MONUMENTED       AZHD
 DW0807  HISTORY     - 1934     GOOD             NGS
 DW0807  HISTORY     - 1965     MARK NOT FOUND   AMS
 DW0807  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0807
 DW0807                          STATION DESCRIPTION
 DW0807
 DW0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0807'6.4 MI E FROM BLYTHE.
 DW0807'IN YUMA COUNTY, ARIZONA, 6.4 MILES EAST ALONG U.S. HIGHWAY 60
 DW0807'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA, AT
 DW0807'STATION 143+26, AT THE WEST END OF A DIP, AND IN THE TOP OF THE
 DW0807'WEST END OF THE NORTH CONCRETE RETAINING WALL ALONG THE EDGE OF
 DW0807'THE HIGHWAY.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DW0807'STAMPED 307.10 143+26.
 DW0807
 DW0807                          STATION RECOVERY (1965)
 DW0807
 DW0807'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0807'MARK NOT FOUND.
 DW0807
 DW0807                          STATION RECOVERY (1981)
 DW0807
 DW0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0807'NOT RECOVERED. NOTE-THE RETAINING WALL DESCRIBED WAS DESTROYED IN A
 DW0807'FLASH FLOOD, MARK BELIEVED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0706 ***********************************************************************
 CG0706  DESIGNATION -  3082.3
 CG0706  PID         -  CG0706
 CG0706  STATE/COUNTY-  AZ/PIMA
 CG0706  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0706
 CG0706                         *CURRENT SURVEY CONTROL
 CG0706  ___________________________________________________________________
 CG0706* NAD 83(1986)-  31 31 00.     (N)    111 39 03.     (W)     SCALED    
 CG0706* NAVD 88     -       940.15   (+/-2cm)    3084.5    (feet)  VERTCON   
 CG0706  ___________________________________________________________________
 CG0706  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CG0706
 CG0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0706
 CG0706.The horizontal coordinates were scaled from a topographic map and have
 CG0706.an estimated accuracy of +/- 6 seconds.
 CG0706
 CG0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0706.The vertical order pertains to the NGVD 29 superseded value.
 CG0706
 CG0706.The geoid height was determined by GEOID03.
 CG0706
 CG0706;                    North         East    Units  Estimated Accuracy
 CG0706;SPC AZ C     -    57,310.      238,610.      MT  (+/- 180 meters Scaled)
 CG0706
 CG0706                          SUPERSEDED SURVEY CONTROL
 CG0706
 CG0706  NGVD 29 (??/??/92)  939.372  (m)         3081.92   (f) ADJ UNCH    2 0
 CG0706
 CG0706.Superseded values are not recommended for survey control.
 CG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0706.See file dsdata.txt to determine how the superseded data were derived.
 CG0706
 CG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV382870(NAD 83)
 CG0706_MARKER: Q = CHISELED SQUARE
 CG0706_SETTING: 80 = SET IN A BOULDER
 CG0706_SP_SET: BOULDER
 CG0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0706+STABILITY: SURFACE MOTION
 CG0706
 CG0706  HISTORY     - Date     Condition        Report By
 CG0706  HISTORY     - UNK      MONUMENTED       USGS
 CG0706  HISTORY     - 1952     GOOD             NGS
 CG0706
 CG0706                          STATION DESCRIPTION
 CG0706
 CG0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0706'14.5 MI SE FROM SAN MIGUEL.
 CG0706'4.3 MILES EAST ALONG A GRAVEL ROAD FROM SCHOOL AND THE MISSION AT SAN
 CG0706'MIGUEL, THENCE 10.2 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 110
 CG0706'FEET NORTH OF A WIRE FENCE BOUNDARY LINE OF THE UNITED STATES AND
 CG0706'MEXICO, 83.8 FEET NORTH OF B.M. U 306, 49.8 FEET NORTH OF THE CENTER
 CG0706'LINE OF THE ROAD, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0706'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0585 ***********************************************************************
 FS0585  DESIGNATION -  3084.16
 FS0585  PID         -  FS0585
 FS0585  STATE/COUNTY-  AZ/MOHAVE
 FS0585  USGS QUAD   -  KINGMAN (1980)
 FS0585
 FS0585                         *CURRENT SURVEY CONTROL
 FS0585  ___________________________________________________________________
 FS0585* NAD 83(1986)-  35 09 43.     (N)    114 04 24.     (W)     SCALED    
 FS0585* NAVD 88     -       940.608  (meters)    3085.98   (feet)  ADJUSTED  
 FS0585  ___________________________________________________________________
 FS0585  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FS0585  DYNAMIC HT  -         939.514 (meters)    3082.39  (feet)  COMP
 FS0585  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 FS0585
 FS0585  VERT ORDER  -  FIRST     CLASS II
 FS0585
 FS0585.The horizontal coordinates were scaled from a topographic map and have
 FS0585.an estimated accuracy of +/- 6 seconds.
 FS0585
 FS0585.The orthometric height was determined by differential leveling
 FS0585.and adjusted by the National Geodetic Survey in June 1991..
 FS0585
 FS0585.The geoid height was determined by GEOID03.
 FS0585
 FS0585.The dynamic height is computed by dividing the NAVD 88
 FS0585.geopotential number by the normal gravity value computed on the
 FS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0585.degrees latitude (g = 980.6199 gals.).
 FS0585
 FS0585.The modeled gravity was interpolated from observed gravity values.
 FS0585
 FS0585;                    North         East    Units  Estimated Accuracy
 FS0585;SPC AZ W     -   461,600.      183,900.      MT  (+/- 180 meters Scaled)
 FS0585
 FS0585                          SUPERSEDED SURVEY CONTROL
 FS0585
 FS0585  NGVD 29 (??/??/92)  939.837  (m)         3083.45   (f) ADJ UNCH    1 2
 FS0585
 FS0585.Superseded values are not recommended for survey control.
 FS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0585.See file dsdata.txt to determine how the superseded data were derived.
 FS0585
 FS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665949(NAD 83)
 FS0585_MARKER: DD = SURVEY DISK
 FS0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0585_SP_SET: BRIDGE
 FS0585_STAMPING: 3084.16 19X77 1939
 FS0585_MARK LOGO: AZHD  
 FS0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0585
 FS0585  HISTORY     - Date     Condition        Report By
 FS0585  HISTORY     - 1939     MONUMENTED       AZHD
 FS0585  HISTORY     - 1961     GOOD             NGS
 FS0585  HISTORY     - 1981     GOOD             NGS
 FS0585
 FS0585                          STATION DESCRIPTION
 FS0585
 FS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0585'2.8 MI SSW FROM KINGMAN.
 FS0585'ABOUT 2.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0585'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0585'ABOUT 0.2 MILES SOUTHWEST OF THE ARIZONA STATE INSPECTION
 FS0585'STATION, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTH EAST
 FS0585'CURB OF A 220 FOOT CONCRETE BRIDGE, 12 FEET SOUTHEAST OF THE
 FS0585'CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE THE
 FS0585'HIGHWAY.
 FS0585
 FS0585                          STATION RECOVERY (1981)
 FS0585
 FS0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0585'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0585'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 4.25 KM (2.65 MI) SOUTH
 FS0585'ALONG OLD US HIGHWAY 66, AT A BRIDGE OVER HOLLY MOSES WASH, IN TOP
 FS0585'OF THE SOUTHEAST CURB 8.5 METERS (28. FT) NORTHEAST OF THE SOUTHWEST
 FS0585'END, 4 METERS (13 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0585'0.8 METER (2.5 FT) NORTHEAST OF BENCH MARK E 484.
 FS0585'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0597 ***********************************************************************
 ET0597  DESIGNATION -  3085.38
 ET0597  PID         -  ET0597
 ET0597  STATE/COUNTY-  AZ/YAVAPAI
 ET0597  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0597
 ET0597                         *CURRENT SURVEY CONTROL
 ET0597  ___________________________________________________________________
 ET0597* NAD 83(1986)-  34 31 09.     (N)    113 19 24.     (W)     SCALED    
 ET0597* NAVD 88     -       941.051  (meters)    3087.43   (feet)  POSTED    
 ET0597  ___________________________________________________________________
 ET0597  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0597  DYNAMIC HT  -         939.900 (meters)    3083.66  (feet)  COMP
 ET0597  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 ET0597
 ET0597  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0597
 ET0597.The horizontal coordinates were scaled from a topographic map and have
 ET0597.an estimated accuracy of +/- 6 seconds.
 ET0597
 ET0597.The orthometric height was determined by differential leveling
 ET0597.and adjusted by the National Geodetic Survey in November 2005..
 ET0597.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0597.rate of 2.1 thru 3.0 mm/km.
 ET0597
 ET0597.The geoid height was determined by GEOID03.
 ET0597
 ET0597.The dynamic height is computed by dividing the NAVD 88
 ET0597.geopotential number by the normal gravity value computed on the
 ET0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0597.degrees latitude (g = 980.6199 gals.).
 ET0597
 ET0597.The modeled gravity was interpolated from observed gravity values.
 ET0597
 ET0597;                    North         East    Units  Estimated Accuracy
 ET0597;SPC AZ C     -   391,140.       84,210.      MT  (+/- 180 meters Scaled)
 ET0597
 ET0597                          SUPERSEDED SURVEY CONTROL
 ET0597
 ET0597  NGVD 29 (??/??/92)  940.317  (m)         3085.02   (f) ADJ UNCH    1 2
 ET0597
 ET0597.Superseded values are not recommended for survey control.
 ET0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0597.See file dsdata.txt to determine how the superseded data were derived.
 ET0597
 ET0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD867221(NAD 83)
 ET0597_MARKER: Q = CHISELED SQUARE
 ET0597_SETTING: 80 = SET IN A BOULDER
 ET0597_SP_SET: GRANITE BOULDER
 ET0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0597+STABILITY: SURFACE MOTION
 ET0597
 ET0597  HISTORY     - Date     Condition        Report By
 ET0597  HISTORY     - UNK      MONUMENTED       USGS
 ET0597  HISTORY     - 1950     GOOD             NGS
 ET0597
 ET0597                          STATION DESCRIPTION
 ET0597
 ET0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0597'23.4 MI W FROM BAGDAD.
 ET0597'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0597'AT BAGDAD, THENCE 16.6 MILES WEST ALONG A COUNTY DIRT ROAD, 0.15 MILE
 ET0597'NORTHWEST OF A CATTLE GUARD, 99 FEET NORTHWEST OF THE JUNCTION OF THE
 ET0597'CENTER LINE AT THE WEST CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF
 ET0597'A DIRT ROAD LEADING NORTH TO THE BLAND MINE, 26 1/2 FEET EAST OF THE
 ET0597'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, ON THE TOP OF
 ET0597'A GRANITE BOULDER, ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED BY
 ET0597'THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0155 ***********************************************************************
 DB0155  DESIGNATION -  308.78
 DB0155  PID         -  DB0155
 DB0155  STATE/COUNTY-  AZ/YUMA
 DB0155  USGS QUAD   -  WELLTON (1982)
 DB0155
 DB0155                         *CURRENT SURVEY CONTROL
 DB0155  ___________________________________________________________________
 DB0155* NAD 83(1986)-  32 38 57.     (N)    114 08 32.     (W)     SCALED    
 DB0155* NAVD 88     -        94.77   (+/-2cm)     310.9    (feet)  VERTCON   
 DB0155  ___________________________________________________________________
 DB0155  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0155
 DB0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0155
 DB0155.The horizontal coordinates were scaled from a topographic map and have
 DB0155.an estimated accuracy of +/- 6 seconds.
 DB0155
 DB0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0155.The vertical order pertains to the NGVD 29 superseded value.
 DB0155
 DB0155.The geoid height was determined by GEOID03.
 DB0155
 DB0155;                    North         East    Units  Estimated Accuracy
 DB0155;SPC AZ W     -   182,920.      176,560.      MT  (+/- 180 meters Scaled)
 DB0155
 DB0155                          SUPERSEDED SURVEY CONTROL
 DB0155
 DB0155  NGVD 29 (??/??/??)   94.130  (m)          308.82   (f) ADJUSTED    2 0
 DB0155
 DB0155.Superseded values are not recommended for survey control.
 DB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0155.See file dsdata.txt to determine how the superseded data were derived.
 DB0155
 DB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680160(NAD 83)
 DB0155_MARKER: DD = SURVEY DISK
 DB0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0155_SP_SET: BRIDGE
 DB0155_STAMPING: 308.78
 DB0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0155
 DB0155  HISTORY     - Date     Condition        Report By
 DB0155  HISTORY     - UNK      MONUMENTED       BOR
 DB0155  HISTORY     - 1962     GOOD             NGS
 DB0155
 DB0155                          STATION DESCRIPTION
 DB0155
 DB0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0155'1.7 MI S FROM WELLTON.
 DB0155'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0155'PACIFIC RAILROAD STATION AT WELLTON, THENCE 1.5 MILES SOUTH ALONG
 DB0155'A GRAVELED ROAD, WEST OF AND ACROSS THE ROAD FROM A REDWOOD
 DB0155'BUILDING, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 DB0155'NORTH OF THE CENTER LINE OF AN EAST-WEST GRADED DIRT ROAD, 17
 DB0155'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH IRRIGATION DITCH,
 DB0155'ABOUT 8 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, SET IN THE
 DB0155'TOP AND CENTER OF A SMALL CONCRETE HEADWALL OVER A SMALL IRRIGATION
 DB0155'DITCH WHICH LEADS WEST FROM THE NORTH-SOUTH IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0395 ***********************************************************************
 ET0395  DESIGNATION -  3094
 ET0395  PID         -  ET0395
 ET0395  STATE/COUNTY-  AZ/YAVAPAI
 ET0395  USGS QUAD   -  CONGRESS (1969)
 ET0395
 ET0395                         *CURRENT SURVEY CONTROL
 ET0395  ___________________________________________________________________
 ET0395* NAD 83(1986)-  34 10 38.     (N)    112 50 29.     (W)     SCALED    
 ET0395* NAVD 88     -       946.29   (+/-2cm)    3104.6    (feet)  VERTCON   
 ET0395  ___________________________________________________________________
 ET0395  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0395
 ET0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0395
 ET0395.The horizontal coordinates were scaled from a topographic map and have
 ET0395.an estimated accuracy of +/- 6 seconds.
 ET0395
 ET0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0395.The vertical order pertains to the NGVD 29 superseded value.
 ET0395
 ET0395.The geoid height was determined by GEOID03.
 ET0395
 ET0395;                    North         East    Units  Estimated Accuracy
 ET0395;SPC AZ C     -   352,700.      128,120.      MT  (+/- 180 meters Scaled)
 ET0395
 ET0395                          SUPERSEDED SURVEY CONTROL
 ET0395
 ET0395  NGVD 29 (??/??/92)  945.523  (m)         3102.10   (f) ADJ UNCH    2 0
 ET0395
 ET0395.Superseded values are not recommended for survey control.
 ET0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0395.See file dsdata.txt to determine how the superseded data were derived.
 ET0395
 ET0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC302833(NAD 83)
 ET0395_MARKER: DD = SURVEY DISK
 ET0395_SETTING: 80 = SET IN A BOULDER
 ET0395_SP_SET: BOULDER
 ET0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0395+STABILITY: SURFACE MOTION
 ET0395
 ET0395  HISTORY     - Date     Condition        Report By
 ET0395  HISTORY     - UNK      MONUMENTED       USGS
 ET0395  HISTORY     - 1933     GOOD             NGS
 ET0395
 ET0395                          STATION DESCRIPTION
 ET0395
 ET0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0395'1.6 MI N FROM CONGRESS JUNCTION.
 ET0395'AT SIDE OF A.T. AND S.F. RY., 0.1 MILES EAST OF MILEPOST 122,
 ET0395'SOUTHEAST OF CONGRESS MINE, ON TOP OF GRANITE BOULDER BETWEEN GRAVEL
 ET0395'AND ROCK CUTS, 60 FEET SOUTH OF RAILROAD CENTER-LINE, BELOW TOP OF
 ET0395'RAIL ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0095 ***********************************************************************
 CZ0095  DESIGNATION -  3096
 CZ0095  PID         -  CZ0095
 CZ0095  STATE/COUNTY-  AZ/PIMA
 CZ0095  USGS QUAD   -  VAIL (1981)
 CZ0095
 CZ0095                         *CURRENT SURVEY CONTROL
 CZ0095  ___________________________________________________________________
 CZ0095* NAD 83(1986)-  32 04 20.     (N)    110 44 48.     (W)     SCALED    
 CZ0095* NAVD 88     -       948.34   (+/-2cm)    3111.3    (feet)  VERTCON   
 CZ0095  ___________________________________________________________________
 CZ0095  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CZ0095
 CZ0095  VERT ORDER  -  ? (See Below)
 CZ0095
 CZ0095.The horizontal coordinates were scaled from a topographic map and have
 CZ0095.an estimated accuracy of +/- 6 seconds.
 CZ0095
 CZ0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0095.The vertical order pertains to the NGVD 29 superseded value.
 CZ0095
 CZ0095.The geoid height was determined by GEOID03.
 CZ0095
 CZ0095;                    North         East    Units  Estimated Accuracy
 CZ0095;SPC AZ C     -   119,470.      323,820.      MT  (+/- 180 meters Scaled)
 CZ0095
 CZ0095                          SUPERSEDED SURVEY CONTROL
 CZ0095
 CZ0095  NGVD 29 (??/??/92)  947.626  (m)         3109.00   (f) ADJ UNCH    ?  
 CZ0095
 CZ0095.Superseded values are not recommended for survey control.
 CZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0095.See file dsdata.txt to determine how the superseded data were derived.
 CZ0095
 CZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA239484(NAD 83)
 CZ0095_MARKER: P = PIPE CAP
 CZ0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0095_STAMPING: 3096 NOGLS
 CZ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0095
 CZ0095  HISTORY     - Date     Condition        Report By
 CZ0095  HISTORY     - UNK      MONUMENTED       USGS
 CZ0095  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0095
 CZ0095                          STATION DESCRIPTION
 CZ0095
 CZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0095'1.8 MI SE FROM ESMOND.
 CZ0095'1.8 MI. S.E. ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0095'STATION SIGN AT ESMOND, PIMA COUNTY, 0.4 MI. S.E. OF MILEPOST 1000,
 CZ0095'AND 15 FEET E. OF A GATE.  A U.S. GEOLOGICAL SURVEY CAP, STAMPED 3096
 CZ0095'NOGLS AND RIVETED IN THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- THE
 CZ0095'TRACKS AT THIS POINT WILL BE REMOVED DUE TO THE DAVIS MONTHAN AIR
 CZ0095'FORCE BASE BEING EXTENDED. THE STATION AT ESMOND WILL ALSO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0584 ***********************************************************************
 ET0584  DESIGNATION -  3096.4
 ET0584  PID         -  ET0584
 ET0584  STATE/COUNTY-  AZ/YAVAPAI
 ET0584  USGS QUAD   -  BAGDAD (1986)
 ET0584
 ET0584                         *CURRENT SURVEY CONTROL
 ET0584  ___________________________________________________________________
 ET0584* NAD 83(1986)-  34 31 35.     (N)    113 07 59.     (W)     SCALED    
 ET0584* NAVD 88     -       944.232  (meters)    3097.87   (feet)  POSTED    
 ET0584  ___________________________________________________________________
 ET0584  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ET0584  DYNAMIC HT  -         943.070 (meters)    3094.06  (feet)  COMP
 ET0584  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 ET0584
 ET0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0584
 ET0584.The horizontal coordinates were scaled from a topographic map and have
 ET0584.an estimated accuracy of +/- 6 seconds.
 ET0584
 ET0584.The orthometric height was determined by differential leveling
 ET0584.and adjusted by the National Geodetic Survey in November 2005..
 ET0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0584.rate of 0.0 thru 1.0 mm/km.
 ET0584
 ET0584.The geoid height was determined by GEOID03.
 ET0584
 ET0584.The dynamic height is computed by dividing the NAVD 88
 ET0584.geopotential number by the normal gravity value computed on the
 ET0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0584.degrees latitude (g = 980.6199 gals.).
 ET0584
 ET0584.The modeled gravity was interpolated from observed gravity values.
 ET0584
 ET0584;                    North         East    Units  Estimated Accuracy
 ET0584;SPC AZ C     -   391,710.      101,690.      MT  (+/- 180 meters Scaled)
 ET0584
 ET0584                          SUPERSEDED SURVEY CONTROL
 ET0584
 ET0584  NGVD 29 (??/??/92)  943.496  (m)         3095.45   (f) ADJ UNCH    1 2
 ET0584
 ET0584.Superseded values are not recommended for survey control.
 ET0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0584.See file dsdata.txt to determine how the superseded data were derived.
 ET0584
 ET0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD042225(NAD 83)
 ET0584_MARKER: Q = CHISELED SQUARE
 ET0584_SETTING: 80 = SET IN A BOULDER
 ET0584_SP_SET: BOULDER
 ET0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0584+STABILITY: SURFACE MOTION
 ET0584
 ET0584  HISTORY     - Date     Condition        Report By
 ET0584  HISTORY     - UNK      MONUMENTED       USGS
 ET0584  HISTORY     - 1950     GOOD             NGS
 ET0584
 ET0584                          STATION DESCRIPTION
 ET0584
 ET0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0584'6.8 MI SE FROM BAGDAD.
 ET0584'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0584'AT BAGDAD, AT THE JUNCTION OF COUNTY DIRT ROAD LEADING SOUTHWEST, 115
 ET0584'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 41.0 FEET SOUTHEAST OF
 ET0584'B.M. U 290, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 ET0584'TOP OF A SMALL BOULDER, 13 FEET SOUTHEAST OF A SMALL MESQUITE TREE, 7
 ET0584'FEET NORTH OF A CAIRN, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1575 ***********************************************************************
 DV1575  DESIGNATION -  31 A
 DV1575  PID         -  DV1575
 DV1575  STATE/COUNTY-  AZ/LA PAZ
 DV1575  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1575
 DV1575                         *CURRENT SURVEY CONTROL
 DV1575  ___________________________________________________________________
 DV1575* NAD 83(1986)-  33 35 18.     (N)    113 28 53.     (W)     SCALED    
 DV1575* NAVD 88     -       435.30   (+/-2cm)    1428.1    (feet)  VERTCON   
 DV1575  ___________________________________________________________________
 DV1575  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1575
 DV1575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1575
 DV1575.The horizontal coordinates were scaled from a topographic map and have
 DV1575.an estimated accuracy of +/- 6 seconds.
 DV1575
 DV1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1575.The vertical order pertains to the NGVD 29 superseded value.
 DV1575
 DV1575.The geoid height was determined by GEOID03.
 DV1575
 DV1575;                    North         East    Units  Estimated Accuracy
 DV1575;SPC AZ W     -   287,040.      238,290.      MT  (+/- 180 meters Scaled)
 DV1575
 DV1575                          SUPERSEDED SURVEY CONTROL
 DV1575
 DV1575  NGVD 29 (??/??/92)  434.615  (m)         1425.90   (f) ADJ UNCH    2 0
 DV1575
 DV1575.Superseded values are not recommended for survey control.
 DV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1575.See file dsdata.txt to determine how the superseded data were derived.
 DV1575
 DV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC697192(NAD 83)
 DV1575_MARKER: DD = SURVEY DISK
 DV1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1575_STAMPING: 31 A 1962
 DV1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1575+STABILITY: SURFACE MOTION
 DV1575
 DV1575  HISTORY     - Date     Condition        Report By
 DV1575  HISTORY     - 1962     MONUMENTED       AZHD
 DV1575
 DV1575                          STATION DESCRIPTION
 DV1575
 DV1575'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1575'19.9 MI SE FROM SALOME.
 DV1575'0.5 MILE EAST-SOUTHEAST OF B 413 31 AN ARIZONA DEPARTMENT DISK
 DV1575'STAMPED 31 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1575'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1575'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1507 ***********************************************************************
 CZ1507  DESIGNATION -  31 BBA
 CZ1507  PID         -  CZ1507
 CZ1507  STATE/COUNTY-  AZ/PINAL
 CZ1507  USGS QUAD   -  ELOY NORTH (1992)
 CZ1507
 CZ1507                         *CURRENT SURVEY CONTROL
 CZ1507  ___________________________________________________________________
 CZ1507* NAD 83(1986)-  32 46 39.     (N)    111 33 49.     (W)     SCALED    
 CZ1507* NAVD 88     -       467.979  (meters)    1535.36   (feet)  READJUSTED
 CZ1507  ___________________________________________________________________
 CZ1507  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1507  DYNAMIC HT  -         467.390 (meters)    1533.43  (feet)  COMP
 CZ1507  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 CZ1507
 CZ1507  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1507
 CZ1507.The horizontal coordinates were scaled from a topographic map and have
 CZ1507.an estimated accuracy of +/- 6 seconds.
 CZ1507
 CZ1507.The orthometric height was determined by differential leveling
 CZ1507.and adjusted by the National Geodetic Survey in April 1999..
 CZ1507.No vertical observational check was made to the station.
 CZ1507.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1507.mark was located on a no-check spur therefore a value was not computed.
 CZ1507.The height was derived from older observations constrained to new
 CZ1507.heights in a crustal motion area.  The height is approximate in
 CZ1507.relation to other heights in its vicinity.
 CZ1507
 CZ1507.The geoid height was determined by GEOID03.
 CZ1507
 CZ1507.The dynamic height is computed by dividing the NAVD 88
 CZ1507.geopotential number by the normal gravity value computed on the
 CZ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1507.degrees latitude (g = 980.6199 gals.).
 CZ1507
 CZ1507.The modeled gravity was interpolated from observed gravity values.
 CZ1507
 CZ1507;                    North         East    Units  Estimated Accuracy
 CZ1507;SPC AZ C     -   197,130.      246,430.      MT  (+/- 180 meters Scaled)
 CZ1507
 CZ1507                          SUPERSEDED SURVEY CONTROL
 CZ1507
 CZ1507  NAVD 88 (06/15/91)  468.131  (m)         1535.86   (f) UNKNOWN     1 2
 CZ1507
 CZ1507.Superseded values are not recommended for survey control.
 CZ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1507.See file dsdata.txt to determine how the superseded data were derived.
 CZ1507
 CZ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472267(NAD 83)
 CZ1507_MARKER: Z = SEE DESCRIPTION
 CZ1507_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CZ1507_SP_SET: UNSPECIFIED DEEP
 CZ1507_MARK LOGO: USGS  
 CZ1507_PROJECTION: PROJECTING 30 CENTIMETERS
 CZ1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1507+STABILITY: POSITION/ELEVATION WELL
 CZ1507_ROD/PIPE-DEPTH: 253. meters
 CZ1507
 CZ1507  HISTORY     - Date     Condition        Report By
 CZ1507  HISTORY     - UNK      MONUMENTED       USGS
 CZ1507  HISTORY     - 1980     GOOD             NGS
 CZ1507  HISTORY     - 1984     GOOD             NGS
 CZ1507
 CZ1507                          STATION DESCRIPTION
 CZ1507
 CZ1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1507'24.1 KM SE FROM CASA GRANDE.
 CZ1507'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1507'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.0 KILOMETERS
 CZ1507'(1.25 MILES) NORTH ALONG ELEVEN MILE CORNER ROAD, THENCE 0.4 KILOMETER
 CZ1507'(0.25 MILE) EAST ALONG HOUSER ROAD, TO A 2.4- BY 3-METER GALVANIZED
 CZ1507'SHEET METAL BUILDING HOUSING A U.S.G.S. EXTENSOMETER RECORDER.  THE
 CZ1507'MARK HELD IS ON THE WEST FACE OF A 5-CENTIMETER GALVANIZED PIPE BELOW
 CZ1507'THE EXTENSOMETER AND 10 CENTIMETERS BELOW THE TOP OF THE PIPE.
 CZ1507
 CZ1507                          STATION RECOVERY (1984)
 CZ1507
 CZ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0821 ***********************************************************************
 FQ0821  DESIGNATION -  31 BKC
 FQ0821  PID         -  FQ0821
 FQ0821  STATE/COUNTY-  AZ/COCONINO
 FQ0821  USGS QUAD   -  WUPATKI SE (1969)
 FQ0821
 FQ0821                         *CURRENT SURVEY CONTROL
 FQ0821  ___________________________________________________________________
 FQ0821* NAD 83(1986)-  35 32 26.     (N)    111 19 20.     (W)     SCALED    
 FQ0821* NAVD 88     -      1399.655  (meters)    4592.03   (feet)  POSTED    
 FQ0821  ___________________________________________________________________
 FQ0821  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0821  DYNAMIC HT  -        1397.890 (meters)    4586.24  (feet)  COMP
 FQ0821  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 FQ0821
 FQ0821  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0821
 FQ0821.The horizontal coordinates were scaled from a topographic map and have
 FQ0821.an estimated accuracy of +/- 6 seconds.
 FQ0821
 FQ0821.The orthometric height was determined by differential leveling
 FQ0821.and adjusted by the National Geodetic Survey in 1992..
 FQ0821.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0821.rate of 0.0 thru 1.0 mm/km.
 FQ0821
 FQ0821.The geoid height was determined by GEOID03.
 FQ0821
 FQ0821.The dynamic height is computed by dividing the NAVD 88
 FQ0821.geopotential number by the normal gravity value computed on the
 FQ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0821.degrees latitude (g = 980.6199 gals.).
 FQ0821
 FQ0821.The modeled gravity was interpolated from observed gravity values.
 FQ0821
 FQ0821;                    North         East    Units  Estimated Accuracy
 FQ0821;SPC AZ C     -   503,700.      267,260.      MT  (+/- 180 meters Scaled)
 FQ0821
 FQ0821                          SUPERSEDED SURVEY CONTROL
 FQ0821
 FQ0821.No superseded survey control is available for this station.
 FQ0821
 FQ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE707330(NAD 83)
 FQ0821_MARKER: DB = BENCH MARK DISK
 FQ0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0821_SP_SET: COPPER-CLAD STEEL ROD
 FQ0821_STAMPING: 31 BKC 1968
 FQ0821_MARK LOGO: USGS  
 FQ0821_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0821+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0821
 FQ0821  HISTORY     - Date     Condition        Report By
 FQ0821  HISTORY     - 1968     MONUMENTED       USGS
 FQ0821
 FQ0821                          STATION DESCRIPTION
 FQ0821
 FQ0821'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0821'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0821'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0821'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0821'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0821'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0821'1.7 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 59 FEET SOUTH OF
 FQ0821'THE ROAD, 5 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0821'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1965 ***********************************************************************
 DV1965  DESIGNATION -  31 D
 DV1965  PID         -  DV1965
 DV1965  STATE/COUNTY-  AZ/LA PAZ
 DV1965  USGS QUAD   -  HOPE SE (1990)
 DV1965
 DV1965                         *CURRENT SURVEY CONTROL
 DV1965  ___________________________________________________________________
 DV1965* NAD 83(1992)-  33 34 38.39873(N)    113 35 15.05476(W)     ADJUSTED  
 DV1965* NAVD 88     -       410.62   (+/-2cm)    1347.2    (feet)  VERTCON   
 DV1965  ___________________________________________________________________
 DV1965  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DV1965  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1965
 DV1965  HORZ ORDER  -  SECOND
 DV1965  VERT ORDER  -  THIRD ? (See Below)
 DV1965
 DV1965.The horizontal coordinates were established by classical geodetic methods
 DV1965.and adjusted by the National Geodetic Survey in August 1993..
 DV1965
 DV1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1965.The vertical order pertains to the NGVD 29 superseded value.
 DV1965
 DV1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1965
 DV1965.The geoid height was determined by GEOID03.
 DV1965
 DV1965;                    North         East     Units Scale Factor Converg.
 DV1965;SPC AZ W     -   285,798.270   228,444.063   MT  0.99993614   +0 05 23.5
 DV1965;SPC AZ W     -   937,658.37    749,488.40   iFT  0.99993614   +0 05 23.5
 DV1965;UTM  12      - 3,718,293.535   259,839.666   MT  1.00031112   -1 25 54.3
 DV1965
 DV1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1965!SPC AZ W     -   0.99994045  x   0.99993614  =   0.99987659
 DV1965!UTM  12      -   0.99994045  x   1.00031112  =   1.00025155
 DV1965
 DV1965                          SUPERSEDED SURVEY CONTROL
 DV1965
 DV1965  NAD 83(1986)-  33 34 38.39153(N)    113 35 15.06527(W) AD(       ) 2
 DV1965  NAD 27      -  33 34 38.27090(N)    113 35 12.32800(W) AD(       ) 2
 DV1965  NGVD 29 (07/19/86)  409.94   (m)         1344.9    (f) LEVELING    3  
 DV1965
 DV1965.Superseded values are not recommended for survey control.
 DV1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1965.See file dsdata.txt to determine how the superseded data were derived.
 DV1965
 DV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5984018294(NAD 83)
 DV1965_MARKER: DD = SURVEY DISK
 DV1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1965
 DV1965  HISTORY     - Date     Condition        Report By
 DV1965  HISTORY     - 1962     MONUMENTED       USGS
 DV1965
 DV1965                          STATION DESCRIPTION
 DV1965
 DV1965'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DV1965'BENCH MARK 31D USGS IS A STANDARD USGS DISK STAMPED 31 D 1951,
 DV1965'SET IN A 6 X 6-INCH SQUARE CONCRETE POST AND PROJECTING 8 INCHES.
 DV1965'IT IS 82 FEET SSE OF CENTER OF BEACON, 13.5 FEET S OF CENTER
 DV1965'OF GATE AND 1.5 FEET W OF THE NORTH FENCE.
 DV1965'
 DV1965'TO REACH STATION SALOME FIELD FROM THE POST OFFICE IN SALOME, GO SOUTH
 DV1965'ON SURFACED ROAD FOR 0.3 MILE TO FORKS JUST AFTER CROSSING A
 DV1965'CATTLE GUARD, KEEP RIGHT FORK, GO SOUTHERLY ON THE MAIN GRADED
 DV1965'ROAD FOR 4.9 MILES TO FORKS AND SIGN RIO DEL MONTE MINE, KEEP
 DV1965'RIGHT FORK, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.9 MILES TO
 DV1965'FORKS, KEEP RIGHT FORK, CONTINUE SOUTHERLY FOR 2.1 MILES TO
 DV1965'FORKS, KEEP LEFT FORK, CONTINUE SOUTHERLY 5.25 MILES TO FORKS
 DV1965'AND END OF RUNWAY, TAKE LEFT, GO EASTERLY ON A GRADED
 DV1965'DIRT ROAD FOR 0.6 MILE TO BEACON, TWO SMALL BUILDINGS AND
 DV1965'STATION SALOME FIELD ON NORTH SIDE OF BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0793 ***********************************************************************
 FQ0793  DESIGNATION -  31 HLS
 FQ0793  PID         -  FQ0793
 FQ0793  STATE/COUNTY-  AZ/NAVAJO
 FQ0793  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0793
 FQ0793                         *CURRENT SURVEY CONTROL
 FQ0793  ___________________________________________________________________
 FQ0793* NAD 83(1986)-  35 08 02.     (N)    110 05 26.     (W)     SCALED    
 FQ0793* NAVD 88     -      1621.273  (meters)    5319.13   (feet)  ADJUSTED  
 FQ0793  ___________________________________________________________________
 FQ0793  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0793  DYNAMIC HT  -        1619.081 (meters)    5311.93  (feet)  COMP
 FQ0793  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 FQ0793
 FQ0793  VERT ORDER  -  THIRD
 FQ0793
 FQ0793.The horizontal coordinates were scaled from a topographic map and have
 FQ0793.an estimated accuracy of +/- 6 seconds.
 FQ0793
 FQ0793.The orthometric height was determined by differential leveling
 FQ0793.and adjusted by the National Geodetic Survey in June 1991..
 FQ0793
 FQ0793.The geoid height was determined by GEOID03.
 FQ0793
 FQ0793.The dynamic height is computed by dividing the NAVD 88
 FQ0793.geopotential number by the normal gravity value computed on the
 FQ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0793.degrees latitude (g = 980.6199 gals.).
 FQ0793
 FQ0793.The modeled gravity was interpolated from observed gravity values.
 FQ0793
 FQ0793;                    North         East    Units  Estimated Accuracy
 FQ0793;SPC AZ E     -   458,430.      220,300.      MT  (+/- 180 meters Scaled)
 FQ0793
 FQ0793                          SUPERSEDED SURVEY CONTROL
 FQ0793
 FQ0793.No superseded survey control is available for this station.
 FQ0793
 FQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828882(NAD 83)
 FQ0793_MARKER: DB = BENCH MARK DISK
 FQ0793_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0793_SP_SET: COPPER-CLAD STEEL ROD
 FQ0793_STAMPING: 31 HLS 1970 5316
 FQ0793_MARK LOGO: USGS  
 FQ0793_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0793+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0793
 FQ0793  HISTORY     - Date     Condition        Report By
 FQ0793  HISTORY     - 1970     MONUMENTED       USGS
 FQ0793
 FQ0793                          STATION DESCRIPTION
 FQ0793
 FQ0793'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0793'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0793'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 11.4 MILES NORTH ALONG STATE
 FQ0793'HIGHWAY 77, 0.1 MILE SOUTH OF A GATE, 48 FEET WEST OF THE CENTERLINE
 FQ0793'OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0793'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0563 ***********************************************************************
 CG0563  DESIGNATION -  3101.11
 CG0563  PID         -  CG0563
 CG0563  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0563  USGS QUAD   -  AMADO (1981)
 CG0563
 CG0563                         *CURRENT SURVEY CONTROL
 CG0563  ___________________________________________________________________
 CG0563* NAD 83(1986)-  31 41 48.     (N)    111 03 56.     (W)     SCALED    
 CG0563* NAVD 88     -       946.00   (+/-2cm)    3103.7    (feet)  VERTCON   
 CG0563  ___________________________________________________________________
 CG0563  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0563
 CG0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0563
 CG0563.The horizontal coordinates were scaled from a topographic map and have
 CG0563.an estimated accuracy of +/- 6 seconds.
 CG0563
 CG0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0563.The vertical order pertains to the NGVD 29 superseded value.
 CG0563
 CG0563.The geoid height was determined by GEOID03.
 CG0563
 CG0563;                    North         East    Units  Estimated Accuracy
 CG0563;SPC AZ C     -    77,550.      294,040.      MT  (+/- 180 meters Scaled)
 CG0563
 CG0563                          SUPERSEDED SURVEY CONTROL
 CG0563
 CG0563  NGVD 29 (??/??/92)  945.198  (m)         3101.04   (f) ADJ UNCH    2 0
 CG0563
 CG0563.Superseded values are not recommended for survey control.
 CG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0563.See file dsdata.txt to determine how the superseded data were derived.
 CG0563
 CG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA937068(NAD 83)
 CG0563_MARKER: DD = SURVEY DISK
 CG0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0563_SP_SET: BRIDGE
 CG0563_STAMPING: 3101.11 1478+8385 1953
 CG0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0563
 CG0563  HISTORY     - Date     Condition        Report By
 CG0563  HISTORY     - 1953     MONUMENTED       AZHD
 CG0563  HISTORY     - 1959     GOOD             NGS
 CG0563  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0563  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0563
 CG0563                          STATION DESCRIPTION
 CG0563
 CG0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0563'2 MI S FROM AMADO.
 CG0563'2.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0563'ABOUT 150 FEET SOUTHWEST OF MILEPOST 28, 21 FEET WEST OF THE CENTER OF
 CG0563'THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0563'BRIDGE.
 CG0563
 CG0563                          STATION RECOVERY (1979)
 CG0563
 CG0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0563'MARK NOT FOUND.
 CG0563
 CG0563                          STATION RECOVERY (1980)
 CG0563
 CG0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0563'NOT RECOVERED BELIEVED DESTORYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0584 ***********************************************************************
 ES0584  DESIGNATION -  3114.79
 ES0584  PID         -  ES0584
 ES0584  STATE/COUNTY-  AZ/YAVAPAI
 ES0584  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0584
 ES0584                         *CURRENT SURVEY CONTROL
 ES0584  ___________________________________________________________________
 ES0584* NAD 83(1986)-  34 35 15.     (N)    111 52 44.     (W)     SCALED    
 ES0584* NAVD 88     -       949.903  (meters)    3116.47   (feet)  ADJUSTED  
 ES0584  ___________________________________________________________________
 ES0584  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0584  DYNAMIC HT  -         948.706 (meters)    3112.55  (feet)  COMP
 ES0584  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 ES0584
 ES0584  VERT ORDER  -  SECOND    CLASS 0
 ES0584
 ES0584.The horizontal coordinates were scaled from a topographic map and have
 ES0584.an estimated accuracy of +/- 6 seconds.
 ES0584
 ES0584.The orthometric height was determined by differential leveling
 ES0584.and adjusted by the National Geodetic Survey in June 1991..
 ES0584
 ES0584.The geoid height was determined by GEOID03.
 ES0584
 ES0584.The dynamic height is computed by dividing the NAVD 88
 ES0584.geopotential number by the normal gravity value computed on the
 ES0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0584.degrees latitude (g = 980.6199 gals.).
 ES0584
 ES0584.The modeled gravity was interpolated from observed gravity values.
 ES0584
 ES0584;                    North         East    Units  Estimated Accuracy
 ES0584;SPC AZ C     -   397,820.      216,830.      MT  (+/- 180 meters Scaled)
 ES0584
 ES0584                          SUPERSEDED SURVEY CONTROL
 ES0584
 ES0584  NGVD 29 (??/??/92)  949.180  (m)         3114.10   (f) ADJ UNCH    2 0
 ES0584
 ES0584.Superseded values are not recommended for survey control.
 ES0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0584.See file dsdata.txt to determine how the superseded data were derived.
 ES0584
 ES0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD193276(NAD 83)
 ES0584_MARKER: DD = SURVEY DISK
 ES0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0584_SP_SET: ABUTMENT
 ES0584_STAMPING: 3114.79 4514+02 1957
 ES0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0584
 ES0584  HISTORY     - Date     Condition        Report By
 ES0584  HISTORY     - 1957     MONUMENTED       AZHD
 ES0584  HISTORY     - 1959     GOOD             NGS
 ES0584  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0584
 ES0584                          STATION DESCRIPTION
 ES0584
 ES0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0584'3.8 MI NW FROM CAMP VERDE.
 ES0584'2.8 MILE WEST ALONG A PAVED ROAD LEADING TO COTTONWOOD FROM THE POST
 ES0584'OFFICE IN CAMP VERDE, THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 79, 55
 ES0584'FEET SOUTH OF MILEPOST 288, 40 FEET SOUTH OF THE COCONINO NATIONAL
 ES0584'FOREST SIGN, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET
 ES0584'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE
 ES0584'BRIDGE OVER VERDE RIVER, CEMENTED IN A DRILL HOLE IN THE ABUTMENT OF
 ES0584'THE BRIDGE.
 ES0584
 ES0584                          STATION RECOVERY (1982)
 ES0584
 ES0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0584'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0669 ***********************************************************************
 CG0669  DESIGNATION -  3120.8
 CG0669  PID         -  CG0669
 CG0669  STATE/COUNTY-  AZ/PIMA
 CG0669  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0669
 CG0669                         *CURRENT SURVEY CONTROL
 CG0669  ___________________________________________________________________
 CG0669* NAD 83(1986)-  31 47 31.     (N)    111 40 20.     (W)     SCALED    
 CG0669* NAVD 88     -       951.88   (+/-2cm)    3123.0    (feet)  VERTCON   
 CG0669  ___________________________________________________________________
 CG0669  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0669
 CG0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0669
 CG0669.The horizontal coordinates were scaled from a topographic map and have
 CG0669.an estimated accuracy of +/- 6 seconds.
 CG0669
 CG0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0669.The vertical order pertains to the NGVD 29 superseded value.
 CG0669
 CG0669.The geoid height was determined by GEOID03.
 CG0669
 CG0669;                    North         East    Units  Estimated Accuracy
 CG0669;SPC AZ C     -    87,830.      236,510.      MT  (+/- 180 meters Scaled)
 CG0669
 CG0669                          SUPERSEDED SURVEY CONTROL
 CG0669
 CG0669  NGVD 29 (??/??/92)  951.107  (m)         3120.42   (f) ADJ UNCH    2 0
 CG0669
 CG0669.Superseded values are not recommended for survey control.
 CG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0669.See file dsdata.txt to determine how the superseded data were derived.
 CG0669
 CG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363175(NAD 83)
 CG0669_MARKER: N = NAIL
 CG0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0669_SP_SET: TREE
 CG0669_STAMPING: 3120.8
 CG0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0669
 CG0669  HISTORY     - Date     Condition        Report By
 CG0669  HISTORY     - UNK      MONUMENTED       USGS
 CG0669  HISTORY     - 1952     GOOD             NGS
 CG0669
 CG0669                          STATION DESCRIPTION
 CG0669
 CG0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0669'9.9 MI E FROM TOPAWA.
 CG0669'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0669'TOPAWA, THENCE 1.0 MILE SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0669'KEEP LEFT AT THE Y JUNCTION, 0.35 MILE NORTHWEST OF THE Y JUNCTION OF
 CG0669'THE MAIN ROAD AND THE ROAD LEADING NORTHEAST TO SYCAMORE CANYON, A
 CG0669'COPPER NAIL AND WASHER SET IN THE EAST BASE OF A MESQUITE TREE, 29
 CG0669'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63.5 FEET SOUTHEAST OF
 CG0669'B.M. G 306, AND ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE TREE
 CG0669'STAMPED 3120.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0715 ***********************************************************************
 DW0715  DESIGNATION -  312.39
 DW0715  PID         -  DW0715
 DW0715  STATE/COUNTY-  AZ/LA PAZ
 DW0715  USGS QUAD   -  BLYTHE (1975)
 DW0715
 DW0715                         *CURRENT SURVEY CONTROL
 DW0715  ___________________________________________________________________
 DW0715* NAD 83(1986)-  33 36 10.     (N)    114 30 46.     (W)     SCALED    
 DW0715* NAVD 88     -        95.963  (meters)     314.84   (feet)  ADJUSTED  
 DW0715  ___________________________________________________________________
 DW0715  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DW0715  DYNAMIC HT  -          95.858 (meters)     314.49  (feet)  COMP
 DW0715  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DW0715
 DW0715  VERT ORDER  -  FIRST     CLASS II
 DW0715
 DW0715.The horizontal coordinates were scaled from a topographic map and have
 DW0715.an estimated accuracy of +/- 6 seconds.
 DW0715
 DW0715.The orthometric height was determined by differential leveling
 DW0715.and adjusted by the National Geodetic Survey in June 1991..
 DW0715
 DW0715.The geoid height was determined by GEOID03.
 DW0715
 DW0715.The dynamic height is computed by dividing the NAVD 88
 DW0715.geopotential number by the normal gravity value computed on the
 DW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0715.degrees latitude (g = 980.6199 gals.).
 DW0715
 DW0715.The modeled gravity was interpolated from observed gravity values.
 DW0715
 DW0715;                    North         East    Units  Estimated Accuracy
 DW0715;SPC AZ W     -   288,870.      142,570.      MT  (+/- 180 meters Scaled)
 DW0715
 DW0715                          SUPERSEDED SURVEY CONTROL
 DW0715
 DW0715  NGVD 29 (??/??/??)   95.291  (m)          312.63   (f) ADJUSTED    1 2
 DW0715
 DW0715.Superseded values are not recommended for survey control.
 DW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0715.See file dsdata.txt to determine how the superseded data were derived.
 DW0715
 DW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT307208(NAD 83)
 DW0715_MARKER: P = PIPE CAP
 DW0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0715_STAMPING: 200.00 47+50 312.39 1948
 DW0715_MARK LOGO: USFWA 
 DW0715_PROJECTION: PROJECTING 9 CENTIMETERS
 DW0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0715
 DW0715  HISTORY     - Date     Condition        Report By
 DW0715  HISTORY     - 1948     MONUMENTED       USFWA
 DW0715  HISTORY     - 1962     GOOD             NGS
 DW0715  HISTORY     - 1965     GOOD             AMS
 DW0715  HISTORY     - 1981     GOOD             NGS
 DW0715
 DW0715                          STATION DESCRIPTION
 DW0715
 DW0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0715'1 MI E FROM EHRENBERG.
 DW0715'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0715'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER,
 DW0715'ABOUT 0.5 MILE EAST OF THE ARIZONA INSPECTION STATION, NEAR
 DW0715'THE JUNCTION OF AN ABANDONED ROAD NORTH, 282 FEET NORTH OF THE
 DW0715'CENTER OF U.S. HIGHWAYS 60 AND 70, 267 FEET WEST OF THE CENTER
 DW0715'OF THE ABANDONED ROAD NORTH, 1.5 FEET EAST OF A METAL RIGHT OF
 DW0715'WAY POST, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DW0715'5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A U.S. FEDERAL
 DW0715'WORKS AGENCY CAP FASTENED TO THE TOP OF A 3 INCH METAL PIPE
 DW0715'WHICH IS SET IN CONCRETE, PROJECTING 6 INCHES.
 DW0715
 DW0715                          STATION RECOVERY (1965)
 DW0715
 DW0715'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0715'RECOVERED IN GOOD CONDITION.
 DW0715
 DW0715                          STATION RECOVERY (1981)
 DW0715
 DW0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0715'1.5 KM (0.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW0715'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.2 KM (0.1
 DW0715'MI) WEST OF HIGHWAY MILEPOST 1, ON TOP OF A GRAVEL RIDGE AT THE
 DW0715'BEGINNING OF THE INTERSTATE 10 WEST-BOUND OFF RAMP OF THE EHRENBERG
 DW0715'INTERCHANGE, 44.5 METERS (146 FT) NORTH OF THE CENTERLINE OF THE
 DW0715'WEST-BOUND LANES, 37.8 METERS (124 FT) NORTHWEST OF THE WEST END OF A
 DW0715'CONCRETE HEADWALL FOR A 48-INCH CORRUGATED PIPE CULVERT UNDER THE
 DW0715'HIGHWAY, 0.5 METERS (1.5 FT) EAST OF A RAILROAD RAIL HIGHWAY
 DW0715'RIGHT-OF-WAY POST, 0.15 METERS (0.5 FT) NORTH OF THE RIGHT-OF-WAY
 DW0715'FENCE.
 DW0715'THE MARK IS 0.5 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0529 ***********************************************************************
 FR0529  DESIGNATION -  3130
 FR0529  PID         -  FR0529
 FR0529  STATE/COUNTY-  AZ/MOHAVE
 FR0529  USGS QUAD   -  ANTARES (1980)
 FR0529
 FR0529                         *CURRENT SURVEY CONTROL
 FR0529  ___________________________________________________________________
 FR0529* NAD 83(1986)-  35 29 25.     (N)    113 49 59.     (W)     SCALED    
 FR0529* NAVD 88     -       956.479  (meters)    3138.05   (feet)  POSTED    
 FR0529  ___________________________________________________________________
 FR0529  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0529  DYNAMIC HT  -         955.370 (meters)    3134.41  (feet)  COMP
 FR0529  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 FR0529
 FR0529  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0529
 FR0529.The horizontal coordinates were scaled from a topographic map and have
 FR0529.an estimated accuracy of +/- 6 seconds.
 FR0529
 FR0529.The orthometric height was determined by differential leveling
 FR0529.and adjusted by the National Geodetic Survey in 1992..
 FR0529.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0529.rate of 1.1 thru 2.0 mm/km.
 FR0529
 FR0529.The geoid height was determined by GEOID03.
 FR0529
 FR0529.The dynamic height is computed by dividing the NAVD 88
 FR0529.geopotential number by the normal gravity value computed on the
 FR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0529.degrees latitude (g = 980.6199 gals.).
 FR0529
 FR0529.The modeled gravity was interpolated from observed gravity values.
 FR0529
 FR0529;                    North         East    Units  Estimated Accuracy
 FR0529;SPC AZ W     -   497,980.      205,820.      MT  (+/- 180 meters Scaled)
 FR0529
 FR0529                          SUPERSEDED SURVEY CONTROL
 FR0529
 FR0529  NGVD 29 (??/??/92)  955.703  (m)         3135.50   (f) ADJ UNCH    1 1
 FR0529
 FR0529.Superseded values are not recommended for survey control.
 FR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0529.See file dsdata.txt to determine how the superseded data were derived.
 FR0529
 FR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE429311(NAD 83)
 FR0529_MARKER: DD = SURVEY DISK
 FR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0529_STAMPING: 3130 1920
 FR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0529+STABILITY: SURFACE MOTION
 FR0529
 FR0529  HISTORY     - Date     Condition        Report By
 FR0529  HISTORY     - 1920     MONUMENTED       USGS
 FR0529  HISTORY     - 1940     GOOD             NGS
 FR0529
 FR0529                          STATION DESCRIPTION
 FR0529
 FR0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0529'10.6 MI N FROM HACKBERRY.
 FR0529'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION,
 FR0529'PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO 10.6 MILES.
 FR0529'BENCH MARK IS ABOUT 2.1 MILES NORTHWEST OF THE INTERSECTION OF THE
 FR0529'ROAD TO PIERCES FERRY WITH THE ROAD TO ANTARES. 105 FEET NORTHEAST OF
 FR0529'THE CENTER LINE OF THE ROAD. 8.0 FEET SOUTHWEST OF THE CENTER LINE OF
 FR0529'THE OLD ROAD. 2.0 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN POST
 FR0529'PROJECTING 2.0 FEET.  A U. S. GEOLOGICAL SURVEY DISK IN CONCRETE POST
 FR0529'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0460 ***********************************************************************
 ES0460  DESIGNATION -  3146
 ES0460  PID         -  ES0460
 ES0460  STATE/COUNTY-  AZ/YAVAPAI
 ES0460  USGS QUAD   -  CAMP VERDE (1969)
 ES0460
 ES0460                         *CURRENT SURVEY CONTROL
 ES0460  ___________________________________________________________________
 ES0460* NAD 83(1986)-  34 33 47.     (N)    111 51 14.     (W)     SCALED    
 ES0460* NAVD 88     -       959.806  (meters)    3148.96   (feet)  ADJUSTED  
 ES0460  ___________________________________________________________________
 ES0460  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ES0460  DYNAMIC HT  -         958.606 (meters)    3145.03  (feet)  COMP
 ES0460  MODELED GRAV-     979,353.0   (mgal)                       NAVD 88
 ES0460  OBS GRAVITY -     979,351.2   (mgal)                       GRAV_OBS
 ES0460
 ES0460  VERT ORDER  -  FIRST     CLASS II
 ES0460
 ES0460.The horizontal coordinates were scaled from a topographic map and have
 ES0460.an estimated accuracy of +/- 6 seconds.
 ES0460
 ES0460.The orthometric height was determined by differential leveling
 ES0460.and adjusted by the National Geodetic Survey in June 1991..
 ES0460.WARNING-Repeat measurements at this control monument indicate possible
 ES0460.vertical movement.
 ES0460
 ES0460.The geoid height was determined by GEOID03.
 ES0460
 ES0460.The dynamic height is computed by dividing the NAVD 88
 ES0460.geopotential number by the normal gravity value computed on the
 ES0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0460.degrees latitude (g = 980.6199 gals.).
 ES0460
 ES0460.The modeled gravity was interpolated from observed gravity values.
 ES0460.The observed gravity was obtained from relative gravimeter ties
 ES0460.to the IGSN71 gravity network.
 ES0460
 ES0460;                    North         East    Units  Estimated Accuracy
 ES0460;SPC AZ C     -   395,110.      219,120.      MT  (+/- 180 meters Scaled)
 ES0460
 ES0460                          SUPERSEDED SURVEY CONTROL
 ES0460
 ES0460  NGVD 29 (??/??/92)  959.088  (m)         3146.61   (f) ADJ UNCH    1 2
 ES0460
 ES0460.Superseded values are not recommended for survey control.
 ES0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0460.See file dsdata.txt to determine how the superseded data were derived.
 ES0460
 ES0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD216249(NAD 83)
 ES0460_MARKER: DD = SURVEY DISK
 ES0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0460_SP_SET: STEP
 ES0460_MARK LOGO: USGS  
 ES0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0460+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 ES0460
 ES0460  HISTORY     - Date     Condition        Report By
 ES0460  HISTORY     - UNK      MONUMENTED       USGS
 ES0460  HISTORY     - 1933     GOOD             NGS
 ES0460  HISTORY     - 1982     GOOD             NGS
 ES0460  HISTORY     - 19980227 GOOD             USPSQD
 ES0460  HISTORY     - 20040904 GOOD             DEWDAV
 ES0460
 ES0460                          STATION DESCRIPTION
 ES0460
 ES0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0460'IN CAMP VERDE.
 ES0460'CAMP VERDE GRADE SCHOOL, NORTH SIDE OF CONCRETE STEPS, ON TOP FACE.
 ES0460
 ES0460                          STATION RECOVERY (1982)
 ES0460
 ES0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0460'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0460'0.3 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN CAMP
 ES0460'VERDE, IN TOP OF THE TOP STEP OF THE WEST ENTRANCE TO THE SCIENCE
 ES0460'BUILDING AT THE CAMP VERDE HIGH SCHOOL, 20.4 METERS (67 FT) EAST OF
 ES0460'THE CENTER OF MAIN STREET.
 ES0460'THE MARK IS 2.0 M ABOVE MAIN STREET.
 ES0460
 ES0460                          STATION RECOVERY (1998)
 ES0460
 ES0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0460'RECOVERED IN GOOD CONDITION.
 ES0460
 ES0460                          STATION RECOVERY (2004)
 ES0460
 ES0460'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0571 ***********************************************************************
 CG0571  DESIGNATION -  3166.24
 CG0571  PID         -  CG0571
 CG0571  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0571  USGS QUAD   -  AMADO (1981)
 CG0571
 CG0571                         *CURRENT SURVEY CONTROL
 CG0571  ___________________________________________________________________
 CG0571* NAD 83(1986)-  31 39 18.     (N)    111 03 38.     (W)     SCALED    
 CG0571* NAVD 88     -       965.11   (+/-2cm)    3166.4    (feet)  VERTCON   
 CG0571  ___________________________________________________________________
 CG0571  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0571
 CG0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0571
 CG0571.The horizontal coordinates were scaled from a topographic map and have
 CG0571.an estimated accuracy of +/- 6 seconds.
 CG0571
 CG0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0571.The vertical order pertains to the NGVD 29 superseded value.
 CG0571
 CG0571.The geoid height was determined by GEOID03.
 CG0571
 CG0571;                    North         East    Units  Estimated Accuracy
 CG0571;SPC AZ C     -    72,930.      294,550.      MT  (+/- 180 meters Scaled)
 CG0571
 CG0571                          SUPERSEDED SURVEY CONTROL
 CG0571
 CG0571  NGVD 29 (??/??/92)  964.30   (m)         3163.7    (f) COMPUTED    2 0
 CG0571
 CG0571.Superseded values are not recommended for survey control.
 CG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0571.See file dsdata.txt to determine how the superseded data were derived.
 CG0571
 CG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA942021(NAD 83)
 CG0571_MARKER: DD = SURVEY DISK
 CG0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0571_SP_SET: BRIDGE
 CG0571_STAMPING: 3163.82 1322+38.10 1952
 CG0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0571
 CG0571  HISTORY     - Date     Condition        Report By
 CG0571  HISTORY     - 1952     MONUMENTED       AZDT
 CG0571  HISTORY     - 1959     GOOD             NGS
 CG0571  HISTORY     - 1962     GOOD             NGS
 CG0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0571  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0571
 CG0571                          STATION DESCRIPTION
 CG0571
 CG0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0571'4.9 MI S FROM AMADO.
 CG0571'4.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0571'0.1 MILE NORTH OF MILEPOST 25, 23.5 FEET EAST OF THE CENTER OF THE
 CG0571'HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE
 CG0571'BRIDGE.
 CG0571
 CG0571                          STATION RECOVERY (1962)
 CG0571
 CG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0571'RECOVERED IN GOOD CONDITION.
 CG0571
 CG0571                          STATION RECOVERY (1979)
 CG0571
 CG0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0571'MARK NOT FOUND.
 CG0571
 CG0571                          STATION RECOVERY (1980)
 CG0571
 CG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0571'BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE I-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0870 ***********************************************************************
 CG0870  DESIGNATION -  3166.24
 CG0870  PID         -  CG0870
 CG0870  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0870  USGS QUAD   -  AMADO (1981)
 CG0870
 CG0870                         *CURRENT SURVEY CONTROL
 CG0870  ___________________________________________________________________
 CG0870* NAD 83(1986)-  31 39 19.     (N)    111 03 38.     (W)     SCALED    
 CG0870* NAVD 88     -       965.885  (meters)    3168.91   (feet)  ADJUSTED  
 CG0870  ___________________________________________________________________
 CG0870  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0870  DYNAMIC HT  -         964.450 (meters)    3164.20  (feet)  COMP
 CG0870  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 CG0870
 CG0870  VERT ORDER  -  FIRST     CLASS II
 CG0870
 CG0870.The horizontal coordinates were scaled from a topographic map and have
 CG0870.an estimated accuracy of +/- 6 seconds.
 CG0870
 CG0870.The orthometric height was determined by differential leveling
 CG0870.and adjusted by the National Geodetic Survey in June 1991..
 CG0870
 CG0870.The geoid height was determined by GEOID03.
 CG0870
 CG0870.The dynamic height is computed by dividing the NAVD 88
 CG0870.geopotential number by the normal gravity value computed on the
 CG0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0870.degrees latitude (g = 980.6199 gals.).
 CG0870
 CG0870.The modeled gravity was interpolated from observed gravity values.
 CG0870
 CG0870;                    North         East    Units  Estimated Accuracy
 CG0870;SPC AZ C     -    72,970.      294,550.      MT  (+/- 180 meters Scaled)
 CG0870
 CG0870                          SUPERSEDED SURVEY CONTROL
 CG0870
 CG0870.No superseded survey control is available for this station.
 CG0870
 CG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA942022(NAD 83)
 CG0870_MARKER: DB = BENCH MARK DISK
 CG0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0870_SP_SET: HEADWALL
 CG0870_STAMPING: STA. 1322+38 3166.24 77
 CG0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0870+STABILITY: SURFACE MOTION
 CG0870
 CG0870  HISTORY     - Date     Condition        Report By
 CG0870  HISTORY     - 1977     MONUMENTED       AZDT
 CG0870  HISTORY     - 1980     GOOD             NGS
 CG0870
 CG0870                          STATION DESCRIPTION
 CG0870
 CG0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0870'8.1 KM SOUTH FROM AMADO.
 CG0870'8.1 KILOMETERS (5.1 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0870'ARIVACA ROAD UNDERPASS AT AMADO, 0.3 KILOMETER (0.2 MILE NORTH OF
 CG0870'CHAVEZ SIDING ROAD UNDERPASS, IN TOP OF THE WEST HEADWALL OF A
 CG0870'BOX CULVERT UNDER THE CHAVEZ SIDING ROAD SOUTH BOUND OFF RAMP,
 CG0870'31.6 METERS (103.8 FEET) WEST OF THE CENTERLINE OF THE SOUTH
 CG0870'BOUND TRAFFIC LANE, 11.1 METERS (36.5 FEET) WEST OF THE CENTERLINE
 CG0870'OF THE SOUTH BOUND OFF RAMP ROAD,
 CG0870'SET IN TOP AND 2.8 METERS (9.3 FEET) NORTH OF THE SOUTH END OF
 CG0870'THE HEADWALL OF A BOX CULVERT.
 CG0870'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0220 ***********************************************************************
 DU0220  DESIGNATION -  3167.294
 DU0220  PID         -  DU0220
 DU0220  STATE/COUNTY-  AZ/GILA
 DU0220  USGS QUAD   -  CUTTER (1979)
 DU0220
 DU0220                         *CURRENT SURVEY CONTROL
 DU0220  ___________________________________________________________________
 DU0220* NAD 83(1992)-  33 21 16.18275(N)    110 39 12.03703(W)     ADJUSTED  
 DU0220* NAVD 88     -       965.988  (meters)    3169.25   (feet)  ADJUSTED  
 DU0220  ___________________________________________________________________
 DU0220  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU0220  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU0220  DYNAMIC HT  -         964.685 (meters)    3164.97  (feet)  COMP
 DU0220  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 DU0220
 DU0220  HORZ ORDER  -  SECOND
 DU0220  VERT ORDER  -  FIRST     CLASS II
 DU0220
 DU0220.The horizontal coordinates were established by classical geodetic methods
 DU0220.and adjusted by the National Geodetic Survey in August 1993..
 DU0220
 DU0220.The orthometric height was determined by differential leveling
 DU0220.and adjusted by the National Geodetic Survey in June 1991..
 DU0220
 DU0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0220
 DU0220.The geoid height was determined by GEOID03.
 DU0220
 DU0220.The dynamic height is computed by dividing the NAVD 88
 DU0220.geopotential number by the normal gravity value computed on the
 DU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0220.degrees latitude (g = 980.6199 gals.).
 DU0220
 DU0220.The modeled gravity was interpolated from observed gravity values.
 DU0220
 DU0220;                    North         East     Units Scale Factor Converg.
 DU0220;SPC AZ E     -   261,169.598   168,065.538   MT  0.99992529   -0 16 03.3
 DU0220;SPC AZ E     -   856,855.64    551,396.12   iFT  0.99992529   -0 16 03.3
 DU0220;UTM  12      - 3,690,641.082   532,253.153   MT  0.99961283   +0 11 26.2
 DU0220
 DU0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0220!SPC AZ E     -   0.99985264  x   0.99992529  =   0.99977795
 DU0220!UTM  12      -   0.99985264  x   0.99961283  =   0.99946553
 DU0220
 DU0220:                Primary Azimuth Mark                     Grid Az
 DU0220:SPC AZ E     -  RICE                                     068 13 23.9
 DU0220:UTM  12      -  RICE                                     067 45 54.4
 DU0220
 DU0220|---------------------------------------------------------------------|
 DU0220| PID    Reference Object                     Distance      Geod. Az  |
 DU0220|                                                           dddmmss.s |
 DU0220| DU1971 RICE                                APPROX. 9.2 KM 0675720.6 |
 DU0220| DU2341 CUTTER RESET                        249.119 METERS 21343     |
 DU0220|---------------------------------------------------------------------|
 DU0220
 DU0220                          SUPERSEDED SURVEY CONTROL
 DU0220
 DU0220  NAD 83(1986)-  33 21 16.17788(N)    110 39 12.03664(W) AD(       ) 2
 DU0220  NAD 27      -  33 21 15.97100(N)    110 39 09.65500(W) AD(       ) 2
 DU0220  NGVD 29 (??/??/92)  965.393  (m)         3167.29   (f) ADJ UNCH    1 2
 DU0220
 DU0220.Superseded values are not recommended for survey control.
 DU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0220.See file dsdata.txt to determine how the superseded data were derived.
 DU0220
 DU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3225390641(NAD 83)
 DU0220_MARKER: P = PIPE CAP
 DU0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0220+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU0220
 DU0220  HISTORY     - Date     Condition        Report By
 DU0220  HISTORY     - 1945     MONUMENTED       USGS
 DU0220  HISTORY     - 1933     GOOD             NGS
 DU0220  HISTORY     - 1945     GOOD             NGS
 DU0220  HISTORY     - 1973     GOOD             NGS
 DU0220  HISTORY     - 1979     POOR             NGS
 DU0220  HISTORY     - 20060922 GOOD             GEOCAC
 DU0220
 DU0220                          STATION DESCRIPTION
 DU0220
 DU0220'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DU0220'STATION IS A BENCH MARK OF THE U.S. GEOLOGICAL SURVEY WHICH WAS
 DU0220'INCORPORATED INTO THE U.S. COAST AND GEODETIC SURVEY LINE OF LEVELS
 DU0220'BETWEEN BOWIE AND CLEMENCEAU, ARIZONA IN 1932-1933.  IT IS LOCATED
 DU0220'BY AIR LINE DISTANCES ABOUT 7-1/2 MILES ESE OF GLOBE, 11-1/2
 DU0220'MILES W OF SAN CARLOS, 1/2 MILE E OF THE RAILROAD STATION CUTTER.
 DU0220'ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC CO. RAILROAD, AT
 DU0220'MILEPOST 1213.
 DU0220'
 DU0220'STATION MARK IS A STANDARD BENCH-MARK DISK OF THE GEOLOGICAL SURVEY,
 DU0220'WITH A CROSS MARKING CENTER AND BEARING THE INSCRIPTIONS FOR
 DU0220'ELEVATION AND DATUM 3167.294 PHNX, SET ON TOP OF A 3-INCH IRON
 DU0220'PIPE THAT PROJECTS 10 INCHES ABOVE GROUND.  IT IS 43.0 FEET NE OF
 DU0220'THE NEAR RAIL, 10 FEET SE OF A TELEGRAPH POLE WITH SIGN
 DU0220'DESIGNATING IT AS MILEPOST 1213, 102.0 FEET ESE OF SIDING
 DU0220'SWITCH, AND 4 FEET SW OF OLD RIGHT-OF-WAY FENCE.
 DU0220'
 DU0220'BENCH MARK WAS OCCUPIED TO DETERMINE ITS POSITION FOR USE IN
 DU0220'TRIGONOMETRIC LEVELING.  NO REFERENCE MARKS WERE SET, BUT STATION
 DU0220'CUTTER MAY BE USED AS AN AZIMUTH MARK.  IT IS 159 FEET SW OF THE
 DU0220'CENTER LINE OF THE HIGHWAY, 271 FEET SE OF THE E CORNER OF THE
 DU0220'LANDING FIELD, AND 51 FEET NW OF THE CENTER OF A CATTLE GUARD.
 DU0220'STATION CUTTER IS A BRONZE STATION DISK SET IN A CYLINDRICAL
 DU0220'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS ON
 DU0220'HIGHWAY RIGHT-OF-WAY AND IS STAMPED CUTTER 1945.
 DU0220'
 DU0220'TO REACH STATION FROM GLOBE, GO E ON U.S. HIGHWAY 60 AND 70 ABOUT
 DU0220'1 MILE TO A FORK WHERE HIGHWAY 60 TURNS LEFT.  FOLLOW HIGHWAY
 DU0220'70 E 7.0 MILES TO CUTTER RAILROAD STATION ON LEFT AND AIR FIELD
 DU0220'ON RIGHT.  CONTINUE E ON HIGHWAY 0.4 MILE TO A DIRT ROAD LEADING
 DU0220'LEFT TO SAN CARLOS.  TURN LEFT ON THIS DIRT ROAD 0.15 MILE TO
 DU0220'RAILROAD CROSSING.  THE STATION IS ABOUT 400 FEET TO LEFT (W)
 DU0220'ALONG RAILROAD.  TRUCK MAY BE DRIVEN ALONG RIGHT-OF-WAY.
 DU0220
 DU0220                          STATION RECOVERY (1933)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 DU0220'8.7 MI E FROM GLOBE.
 DU0220'ON SOUTHERN PACIFIC RIGHT OF WAY, 10 FEET EAST OF MILEPOST 1213, 900
 DU0220'FEET WEST OF RAILROAD CROSSING, 105 FEET EAST OF EASTERLY SWITCH BLOCK
 DU0220'AT CUTTER SIDING, 47 FEET NORTH OF RAILROAD CENTER-LINE.
 DU0220
 DU0220                          STATION RECOVERY (1945)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DU0220'RECOVERED IN GOOD CONDITION.
 DU0220
 DU0220                          STATION RECOVERY (1973)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU0220'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A
 DU0220'SAWMILL OBSTRUCTS THE STATION FROM CUTTER.
 DU0220'
 DU0220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUTTER
 DU0220
 DU0220                          STATION RECOVERY (1979)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0220'THE MARK IS LOOSE IN THE GROUND AND WILL NOT BE LEVELED TO ON THIS
 DU0220'SURVEY.  THE MARK WAS NOT DESTROYED.
 DU0220
 DU0220                          STATION RECOVERY (2006)
 DU0220
 DU0220'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0220'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 DU0220'THE DESCRIPTION - THE MARK IS NO LONGER LOOSE IN THE GROUND AND IT IS
 DU0220'2.5 FEET NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0247 ***********************************************************************
 DU0247  DESIGNATION -  3170
 DU0247  PID         -  DU0247
 DU0247  STATE/COUNTY-  AZ/GILA
 DU0247  USGS QUAD   -  GLOBE (1982)
 DU0247
 DU0247                         *CURRENT SURVEY CONTROL
 DU0247  ___________________________________________________________________
 DU0247* NAD 83(1986)-  33 27 37.     (N)    110 50 32.     (W)     SCALED    
 DU0247* NAVD 88     -       966.553  (meters)    3171.10   (feet)  ADJUSTED  
 DU0247  ___________________________________________________________________
 DU0247  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0247  DYNAMIC HT  -         965.257 (meters)    3166.85  (feet)  COMP
 DU0247  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 DU0247
 DU0247  VERT ORDER  -  FIRST     CLASS II
 DU0247
 DU0247.The horizontal coordinates were scaled from a topographic map and have
 DU0247.an estimated accuracy of +/- 6 seconds.
 DU0247
 DU0247.The orthometric height was determined by differential leveling
 DU0247.and adjusted by the National Geodetic Survey in June 1991..
 DU0247
 DU0247.The geoid height was determined by GEOID03.
 DU0247
 DU0247.The dynamic height is computed by dividing the NAVD 88
 DU0247.geopotential number by the normal gravity value computed on the
 DU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0247.degrees latitude (g = 980.6199 gals.).
 DU0247
 DU0247.The modeled gravity was interpolated from observed gravity values.
 DU0247
 DU0247;                    North         East    Units  Estimated Accuracy
 DU0247;SPC AZ E     -   273,000.      150,560.      MT  (+/- 180 meters Scaled)
 DU0247
 DU0247                          SUPERSEDED SURVEY CONTROL
 DU0247
 DU0247  NGVD 29 (??/??/92)  965.945  (m)         3169.10   (f) ADJ UNCH    1 2
 DU0247
 DU0247.Superseded values are not recommended for survey control.
 DU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0247.See file dsdata.txt to determine how the superseded data were derived.
 DU0247
 DU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC146023(NAD 83)
 DU0247_MARKER: P = PIPE CAP
 DU0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0247_STAMPING: 3169.105 PHNX
 DU0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0247
 DU0247  HISTORY     - Date     Condition        Report By
 DU0247  HISTORY     - UNK      MONUMENTED       USGS
 DU0247  HISTORY     - 1933     GOOD             NGS
 DU0247  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0247
 DU0247                          STATION DESCRIPTION
 DU0247
 DU0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0247'6.0 MI N FROM GLOBE.
 DU0247'6.0 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, THENCE 1.0
 DU0247'MILE NORTHEAST ALONG A COUNTY ROAD.  AT THE S.L. BIXBY RANCH IN 1933,
 DU0247'200 FEET SOUTH OF THE RANCHHOUSE, 40 FEET NORTHEAST OF THE CENTERLINE
 DU0247'OF THE ROAD, AND 10 FEET SOUTHEAST OF A COTTONWOOD TREE.  RIVETED ON
 DU0247'THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTION 6 INCHES ABOVE GROUND.
 DU0247
 DU0247                          STATION RECOVERY (1979)
 DU0247
 DU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0247'NOTE=THE TREE AND RANCH HOUSE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0724 ***********************************************************************
 DA0724  DESIGNATION -  3174+45
 DA0724  PID         -  DA0724
 DA0724  STATE/COUNTY-  AZ/MARICOPA
 DA0724  USGS QUAD   -  AZTEC SE (1982)
 DA0724
 DA0724                         *CURRENT SURVEY CONTROL
 DA0724  ___________________________________________________________________
 DA0724* NAD 83(1986)-  32 50 22.     (N)    113 19 23.     (W)     SCALED    
 DA0724* NAVD 88     -       168.74   (+/-2cm)     553.6    (feet)  VERTCON   
 DA0724  ___________________________________________________________________
 DA0724  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DA0724
 DA0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0724
 DA0724.The horizontal coordinates were scaled from a topographic map and have
 DA0724.an estimated accuracy of +/- 6 seconds.
 DA0724
 DA0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0724.The vertical order pertains to the NGVD 29 superseded value.
 DA0724
 DA0724.The geoid height was determined by GEOID03.
 DA0724
 DA0724;                    North         East    Units  Estimated Accuracy
 DA0724;SPC AZ C     -   204,820.       81,700.      MT  (+/- 180 meters Scaled)
 DA0724
 DA0724                          SUPERSEDED SURVEY CONTROL
 DA0724
 DA0724  NGVD 29 (??/??/92)  168.167  (m)          551.73   (f) ADJ UNCH    1 2
 DA0724
 DA0724.Superseded values are not recommended for survey control.
 DA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0724.See file dsdata.txt to determine how the superseded data were derived.
 DA0724
 DA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB825358(NAD 83)
 DA0724_MARKER: DD = SURVEY DISK
 DA0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0724_SP_SET: BRIDGE
 DA0724_STAMPING: ELEV. 551.525 STA. 3174+45 19
 DA0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0724
 DA0724  HISTORY     - Date     Condition        Report By
 DA0724  HISTORY     - UNK      MONUMENTED       AZHD
 DA0724  HISTORY     - 1952     GOOD             NGS
 DA0724  HISTORY     - 1960     GOOD             NGS
 DA0724  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0724  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0724
 DA0724                          STATION DESCRIPTION
 DA0724
 DA0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0724'6.7 MI W FROM SENTINEL.
 DA0724'6.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0724'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0724'RAIL OF A HIGHWAY BRIDGE, 7.2 MILES EAST OF AZTEC, 4.8 FEET EAST OF
 DA0724'THE WEST END OF THE BRIDGE RAIL, 4.8 FEET WEST OF THE EAST END OF THE
 DA0724'BRIDGE RAIL, 22.9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DA0724'ABOUT LEVEL WITH THE ROAD.
 DA0724
 DA0724                          STATION RECOVERY (1960)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0724'RECOVERED IN GOOD CONDITION.
 DA0724
 DA0724                          STATION RECOVERY (1980)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0724'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0724'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0724
 DA0724                          STATION RECOVERY (1980)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0724'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0724'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0871 ***********************************************************************
 CG0871  DESIGNATION -  3178.46
 CG0871  PID         -  CG0871
 CG0871  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0871  USGS QUAD   -  AMADO (1981)
 CG0871
 CG0871                         *CURRENT SURVEY CONTROL
 CG0871  ___________________________________________________________________
 CG0871* NAD 83(1986)-  31 39 00.     (N)    111 03 34.     (W)     SCALED    
 CG0871* NAVD 88     -       969.609  (meters)    3181.13   (feet)  ADJUSTED  
 CG0871  ___________________________________________________________________
 CG0871  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0871  DYNAMIC HT  -         968.168 (meters)    3176.40  (feet)  COMP
 CG0871  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CG0871
 CG0871  VERT ORDER  -  FIRST     CLASS II
 CG0871
 CG0871.The horizontal coordinates were scaled from a topographic map and have
 CG0871.an estimated accuracy of +/- 6 seconds.
 CG0871
 CG0871.The orthometric height was determined by differential leveling
 CG0871.and adjusted by the National Geodetic Survey in June 1991..
 CG0871
 CG0871.The geoid height was determined by GEOID03.
 CG0871
 CG0871.The dynamic height is computed by dividing the NAVD 88
 CG0871.geopotential number by the normal gravity value computed on the
 CG0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0871.degrees latitude (g = 980.6199 gals.).
 CG0871
 CG0871.The modeled gravity was interpolated from observed gravity values.
 CG0871
 CG0871;                    North         East    Units  Estimated Accuracy
 CG0871;SPC AZ C     -    72,380.      294,660.      MT  (+/- 180 meters Scaled)
 CG0871
 CG0871                          SUPERSEDED SURVEY CONTROL
 CG0871
 CG0871.No superseded survey control is available for this station.
 CG0871
 CG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943016(NAD 83)
 CG0871_MARKER: DB = BENCH MARK DISK
 CG0871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0871_SP_SET: HEADWALL
 CG0871_STAMPING: STA. 1303+60 ELEV. 3178.46 77
 CG0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0871+STABILITY: SURFACE MOTION
 CG0871
 CG0871  HISTORY     - Date     Condition        Report By
 CG0871  HISTORY     - 1977     MONUMENTED       AZDT
 CG0871  HISTORY     - 1980     GOOD             NGS
 CG0871
 CG0871                          STATION DESCRIPTION
 CG0871
 CG0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0871'8.5 KM SOUTH FROM AMADO.
 CG0871'8.5 KILOMETERS (5.3 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0871'ARIVACA ROAD UNDERPASS AT AMADO, 0.3 KILOMETER (0.2 MILE) SOUTH
 CG0871'OF THE CHAVEZ SIDING ROAD UNDERPASS, SET IN TOP AND 1.6 METERS
 CG0871'(5.1 FEET) NORTH OF THE SOUTH END OF A 1.4 METER (4.5 FOOT) PIPE
 CG0871'CULVERT UNDER THE CHAVEZ SIDING ROAD SOUTH BOUND ON RAMP ROAD,
 CG0871'28.5 METERS (93.5 FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CG0871'TRAFFIC LANE, 11.7 METERS (38.4 FEET) WEST OF THE CENTERLINE OF THE
 CG0871'ON RAMP ROAD.
 CG0871'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0400 ***********************************************************************
 ET0400  DESIGNATION -  3183
 ET0400  PID         -  ET0400
 ET0400  STATE/COUNTY-  AZ/YAVAPAI
 ET0400  USGS QUAD   -  CONGRESS (1969)
 ET0400
 ET0400                         *CURRENT SURVEY CONTROL
 ET0400  ___________________________________________________________________
 ET0400* NAD 83(1986)-  34 12 28.     (N)    112 50 11.     (W)     SCALED    
 ET0400* NAVD 88     -       973.218  (meters)    3192.97   (feet)  POSTED    
 ET0400  ___________________________________________________________________
 ET0400  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 ET0400  DYNAMIC HT  -         972.000 (meters)    3188.97  (feet)  COMP
 ET0400  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 ET0400
 ET0400  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0400
 ET0400.The horizontal coordinates were scaled from a topographic map and have
 ET0400.an estimated accuracy of +/- 6 seconds.
 ET0400
 ET0400.The orthometric height was determined by differential leveling
 ET0400.and adjusted by the National Geodetic Survey in November 2005..
 ET0400.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0400.rate of 1.1 thru 2.0 mm/km.
 ET0400
 ET0400.The geoid height was determined by GEOID03.
 ET0400
 ET0400.The dynamic height is computed by dividing the NAVD 88
 ET0400.geopotential number by the normal gravity value computed on the
 ET0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0400.degrees latitude (g = 980.6199 gals.).
 ET0400
 ET0400.The modeled gravity was interpolated from observed gravity values.
 ET0400
 ET0400;                    North         East    Units  Estimated Accuracy
 ET0400;SPC AZ C     -   356,080.      128,610.      MT  (+/- 180 meters Scaled)
 ET0400
 ET0400                          SUPERSEDED SURVEY CONTROL
 ET0400
 ET0400  NGVD 29 (??/??/92)  972.531  (m)         3190.71   (f) ADJ UNCH    2 0
 ET0400
 ET0400.Superseded values are not recommended for survey control.
 ET0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0400.See file dsdata.txt to determine how the superseded data were derived.
 ET0400
 ET0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC308867(NAD 83)
 ET0400_MARKER: DD = SURVEY DISK
 ET0400_SETTING: 66 = SET IN ROCK OUTCROP
 ET0400_SP_SET: GRANITE LEDGE
 ET0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0400+STABILITY: POSITION/ELEVATION WELL
 ET0400
 ET0400  HISTORY     - Date     Condition        Report By
 ET0400  HISTORY     - UNK      MONUMENTED       USGS
 ET0400  HISTORY     - 1933     GOOD             NGS
 ET0400
 ET0400                          STATION DESCRIPTION
 ET0400
 ET0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0400'4.2 MI N FROM CONGRESS JUNCTION.
 ET0400'ON A.T. AND S.F. RIGHT OF WAY, 300 FEET NORTH OF ABANDONED MARTINEZ
 ET0400'PUMP HOUSE, ON TOP OF LEDGE OF GRANITE, 45 FEET WEST OF RAILROAD
 ET0400'CENTER-LINE, 3 FEET ABOVE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0444 ***********************************************************************
 CG0444  DESIGNATION -  3193.7
 CG0444  PID         -  CG0444
 CG0444  STATE/COUNTY-  AZ/PIMA
 CG0444  USGS QUAD   -  FRESNO WASH (1982)
 CG0444
 CG0444                         *CURRENT SURVEY CONTROL
 CG0444  ___________________________________________________________________
 CG0444* NAD 83(1986)-  31 48 53.     (N)    111 27 14.     (W)     SCALED    
 CG0444* NAVD 88     -       974.02   (+/-2cm)    3195.6    (feet)  VERTCON   
 CG0444  ___________________________________________________________________
 CG0444  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0444
 CG0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0444
 CG0444.The horizontal coordinates were scaled from a topographic map and have
 CG0444.an estimated accuracy of +/- 6 seconds.
 CG0444
 CG0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0444.The vertical order pertains to the NGVD 29 superseded value.
 CG0444
 CG0444.The geoid height was determined by GEOID03.
 CG0444
 CG0444;                    North         East    Units  Estimated Accuracy
 CG0444;SPC AZ C     -    90,420.      257,170.      MT  (+/- 180 meters Scaled)
 CG0444
 CG0444                          SUPERSEDED SURVEY CONTROL
 CG0444
 CG0444  NGVD 29 (??/??/92)  973.259  (m)         3193.10   (f) ADJ UNCH    2 0
 CG0444
 CG0444.Superseded values are not recommended for survey control.
 CG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0444.See file dsdata.txt to determine how the superseded data were derived.
 CG0444
 CG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA570199(NAD 83)
 CG0444_MARKER: Q = CHISELED SQUARE
 CG0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0444_SP_SET: ABUTMENT
 CG0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0444
 CG0444  HISTORY     - Date     Condition        Report By
 CG0444  HISTORY     - UNK      MONUMENTED       USGS
 CG0444  HISTORY     - 1952     GOOD             NGS
 CG0444
 CG0444                          STATION DESCRIPTION
 CG0444
 CG0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0444'21.85 MI SW FROM THREE POINTS.
 CG0444'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0444'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 1.25 MILES WEST
 CG0444'ALONG THE ELKHORN RANCH ROAD, AT A CATTLE GUARD, 150 FEET WEST OF
 CG0444'(B.M. W 302) ON THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 CG0444'CATTLE GUARD, A METAL TAG ON WOOD FRAME OF CATTLE GUARD STAMPED
 CG0444'3193.7, 6 1/2 FEET SOUTHEAST OF THE CENTER OF THE CATTLE GUARD AND
 CG0444'ROAD, 0.4 FOOT EAST OF THE EAST EDGE OF THE EAST STEEL RAIL OF THE
 CG0444'CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1574 ***********************************************************************
 DV1574  DESIGNATION -  32 A
 DV1574  PID         -  DV1574
 DV1574  STATE/COUNTY-  AZ/LA PAZ
 DV1574  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1574
 DV1574                         *CURRENT SURVEY CONTROL
 DV1574  ___________________________________________________________________
 DV1574* NAD 83(1986)-  33 35 09.     (N)    113 27 52.     (W)     SCALED    
 DV1574* NAVD 88     -       432.82   (+/-2cm)    1420.0    (feet)  VERTCON   
 DV1574  ___________________________________________________________________
 DV1574  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV1574
 DV1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1574
 DV1574.The horizontal coordinates were scaled from a topographic map and have
 DV1574.an estimated accuracy of +/- 6 seconds.
 DV1574
 DV1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1574.The vertical order pertains to the NGVD 29 superseded value.
 DV1574
 DV1574.The geoid height was determined by GEOID03.
 DV1574
 DV1574;                    North         East    Units  Estimated Accuracy
 DV1574;SPC AZ W     -   286,770.      239,870.      MT  (+/- 180 meters Scaled)
 DV1574
 DV1574                          SUPERSEDED SURVEY CONTROL
 DV1574
 DV1574  NGVD 29 (??/??/92)  432.146  (m)         1417.80   (f) ADJ UNCH    2 0
 DV1574
 DV1574.Superseded values are not recommended for survey control.
 DV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1574.See file dsdata.txt to determine how the superseded data were derived.
 DV1574
 DV1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC712189(NAD 83)
 DV1574_MARKER: DD = SURVEY DISK
 DV1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1574_STAMPING: 32 A 1962
 DV1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1574+STABILITY: SURFACE MOTION
 DV1574
 DV1574  HISTORY     - Date     Condition        Report By
 DV1574  HISTORY     - 1962     MONUMENTED       AZHD
 DV1574
 DV1574                          STATION DESCRIPTION
 DV1574
 DV1574'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1574'20.9 MI SE FROM SALOME.
 DV1574'0.5 MILE EAST-SOUTHEAST OF C 413 32 AN ARIZONA HIGHWAY DEPARTMENT
 DV1574'DISK STAMPED 32 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1574'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1574'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0822 ***********************************************************************
 FQ0822  DESIGNATION -  32 BKC
 FQ0822  PID         -  FQ0822
 FQ0822  STATE/COUNTY-  AZ/COCONINO
 FQ0822  USGS QUAD   -  WUPATKI SE (1969)
 FQ0822
 FQ0822                         *CURRENT SURVEY CONTROL
 FQ0822  ___________________________________________________________________
 FQ0822* NAD 83(1986)-  35 32 53.     (N)    111 18 33.     (W)     SCALED    
 FQ0822* NAVD 88     -      1364.727  (meters)    4477.44   (feet)  POSTED    
 FQ0822  ___________________________________________________________________
 FQ0822  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0822  DYNAMIC HT  -        1363.010 (meters)    4471.81  (feet)  COMP
 FQ0822  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 FQ0822
 FQ0822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0822
 FQ0822.The horizontal coordinates were scaled from a topographic map and have
 FQ0822.an estimated accuracy of +/- 6 seconds.
 FQ0822
 FQ0822.The orthometric height was determined by differential leveling
 FQ0822.and adjusted by the National Geodetic Survey in 1992..
 FQ0822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0822.rate of 0.0 thru 1.0 mm/km.
 FQ0822
 FQ0822.The geoid height was determined by GEOID03.
 FQ0822
 FQ0822.The dynamic height is computed by dividing the NAVD 88
 FQ0822.geopotential number by the normal gravity value computed on the
 FQ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0822.degrees latitude (g = 980.6199 gals.).
 FQ0822
 FQ0822.The modeled gravity was interpolated from observed gravity values.
 FQ0822
 FQ0822;                    North         East    Units  Estimated Accuracy
 FQ0822;SPC AZ C     -   504,540.      268,440.      MT  (+/- 180 meters Scaled)
 FQ0822
 FQ0822                          SUPERSEDED SURVEY CONTROL
 FQ0822
 FQ0822.No superseded survey control is available for this station.
 FQ0822
 FQ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE719338(NAD 83)
 FQ0822_MARKER: DB = BENCH MARK DISK
 FQ0822_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0822_SP_SET: ROCK OUTCROP
 FQ0822_STAMPING: 32 BKC 1968
 FQ0822_MARK LOGO: USGS  
 FQ0822_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0822+STABILITY: POSITION/ELEVATION WELL
 FQ0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0822+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0822
 FQ0822  HISTORY     - Date     Condition        Report By
 FQ0822  HISTORY     - 1968     MONUMENTED       USGS
 FQ0822
 FQ0822                          STATION DESCRIPTION
 FQ0822
 FQ0822'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0822'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0822'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0822'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0822'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0822'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0822'2.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 34 FEET NORTH OF
 FQ0822'THE CENTERLINE OF THE ROAD, SET ON A COPPER COATED ROAD CEMENTED IN A
 FQ0822'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1494 ***********************************************************************
 CZ1494  DESIGNATION -  32 DOR
 CZ1494  PID         -  CZ1494
 CZ1494  STATE/COUNTY-  AZ/PIMA
 CZ1494  USGS QUAD   -  TUCSON (1992)
 CZ1494
 CZ1494                         *CURRENT SURVEY CONTROL
 CZ1494  ___________________________________________________________________
 CZ1494* NAD 83(1986)-  32 12 25.     (N)    110 57 56.     (W)     SCALED    
 CZ1494* NAVD 88     -       736.537  (meters)    2416.46   (feet)  ADJUSTED  
 CZ1494  ___________________________________________________________________
 CZ1494  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1494  DYNAMIC HT  -         735.527 (meters)    2413.14  (feet)  COMP
 CZ1494  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 CZ1494
 CZ1494  VERT ORDER  -  FIRST     CLASS II
 CZ1494
 CZ1494.The horizontal coordinates were scaled from a topographic map and have
 CZ1494.an estimated accuracy of +/- 6 seconds.
 CZ1494
 CZ1494.The orthometric height was determined by differential leveling
 CZ1494.and adjusted by the National Geodetic Survey in June 1991..
 CZ1494
 CZ1494.The geoid height was determined by GEOID03.
 CZ1494
 CZ1494.The dynamic height is computed by dividing the NAVD 88
 CZ1494.geopotential number by the normal gravity value computed on the
 CZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1494.degrees latitude (g = 980.6199 gals.).
 CZ1494
 CZ1494.The modeled gravity was interpolated from observed gravity values.
 CZ1494
 CZ1494;                    North         East    Units  Estimated Accuracy
 CZ1494;SPC AZ C     -   134,210.      303,020.      MT  (+/- 180 meters Scaled)
 CZ1494
 CZ1494                          SUPERSEDED SURVEY CONTROL
 CZ1494
 CZ1494.No superseded survey control is available for this station.
 CZ1494
 CZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA032633(NAD 83)
 CZ1494_MARKER: DB = BENCH MARK DISK
 CZ1494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1494_SP_SET: CURB
 CZ1494_STAMPING: 32 DOR 1975
 CZ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1494
 CZ1494  HISTORY     - Date     Condition        Report By
 CZ1494  HISTORY     - 1975     MONUMENTED       USGS
 CZ1494  HISTORY     - 1980     GOOD             NGS
 CZ1494  HISTORY     - 19950309 GOOD             USPSQD
 CZ1494  HISTORY     - 20020403 GOOD             USPSQD
 CZ1494
 CZ1494                          STATION DESCRIPTION
 CZ1494
 CZ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1494'IN TUCSON.
 CZ1494'IN TUCSON AT THE NORTHWEST CORNER OF THE INTERSECTION OF TWENTY-
 CZ1494'SECOND STREET AND FOURTH AVENUE. SET IN TOP OF THE WEST CURB OF
 CZ1494'FOURTH AVENUE, 19.8 METERS (65 FEET) NORTH OF THE CENTERLINE OF
 CZ1494'TWENTYSECOND STREET, 7.6 METERS (25 FEET) WEST OF THE CENTER-
 CZ1494'LINE OF THE AVENUE, 1.95 METERS (6.4 FEET) NORTH OF A FIRE HYDRANT.
 CZ1494'THE MARK IS ABOVE LEVEL WITH THE AVENUE SIDEWALK.
 CZ1494
 CZ1494                          STATION RECOVERY (1995)
 CZ1494
 CZ1494'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1494'RECOVERED IN GOOD CONDITION.
 CZ1494
 CZ1494                          STATION RECOVERY (2002)
 CZ1494
 CZ1494'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0794 ***********************************************************************
 FQ0794  DESIGNATION -  32 HLS
 FQ0794  PID         -  FQ0794
 FQ0794  STATE/COUNTY-  AZ/NAVAJO
 FQ0794  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0794
 FQ0794                         *CURRENT SURVEY CONTROL
 FQ0794  ___________________________________________________________________
 FQ0794* NAD 83(1986)-  35 07 05.     (N)    110 05 35.     (W)     SCALED    
 FQ0794* NAVD 88     -      1609.224  (meters)    5279.60   (feet)  ADJUSTED  
 FQ0794  ___________________________________________________________________
 FQ0794  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FQ0794  DYNAMIC HT  -        1607.045 (meters)    5272.45  (feet)  COMP
 FQ0794  MODELED GRAV-     979,224.0   (mgal)                       NAVD 88
 FQ0794
 FQ0794  VERT ORDER  -  THIRD
 FQ0794
 FQ0794.The horizontal coordinates were scaled from a topographic map and have
 FQ0794.an estimated accuracy of +/- 6 seconds.
 FQ0794
 FQ0794.The orthometric height was determined by differential leveling
 FQ0794.and adjusted by the National Geodetic Survey in June 1991..
 FQ0794
 FQ0794.The geoid height was determined by GEOID03.
 FQ0794
 FQ0794.The dynamic height is computed by dividing the NAVD 88
 FQ0794.geopotential number by the normal gravity value computed on the
 FQ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0794.degrees latitude (g = 980.6199 gals.).
 FQ0794
 FQ0794.The modeled gravity was interpolated from observed gravity values.
 FQ0794
 FQ0794;                    North         East    Units  Estimated Accuracy
 FQ0794;SPC AZ E     -   456,670.      220,070.      MT  (+/- 180 meters Scaled)
 FQ0794
 FQ0794                          SUPERSEDED SURVEY CONTROL
 FQ0794
 FQ0794.No superseded survey control is available for this station.
 FQ0794
 FQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD826865(NAD 83)
 FQ0794_MARKER: DB = BENCH MARK DISK
 FQ0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0794_SP_SET: COPPER-CLAD STEEL ROD
 FQ0794_STAMPING: 32 HLS 1970 5277
 FQ0794_MARK LOGO: USGS  
 FQ0794_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0794+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0794
 FQ0794  HISTORY     - Date     Condition        Report By
 FQ0794  HISTORY     - 1970     MONUMENTED       USGS
 FQ0794
 FQ0794                          STATION DESCRIPTION
 FQ0794
 FQ0794'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0794'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0794'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 10.3 MILES NORTH ALONG STATE
 FQ0794'HIGHWAY 77, 57 FEET WEST OF WOODEN POWER POLE 2413, 49 FEET EAST OF
 FQ0794'THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE AND WITNESS
 FQ0794'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0794'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1440 ***********************************************************************
 DA1440  DESIGNATION -  32 M
 DA1440  PID         -  DA1440
 DA1440  STATE/COUNTY-  AZ/YUMA
 DA1440  USGS QUAD   -  NORTH OF ROLL (1986)
 DA1440
 DA1440                         *CURRENT SURVEY CONTROL
 DA1440  ___________________________________________________________________
 DA1440* NAD 83(1992)-  32 54 35.28531(N)    113 56 14.68803(W)     ADJUSTED  
 DA1440* NAVD 88     -       221.96   (+/-2cm)     728.2    (feet)  VERTCON   
 DA1440  ___________________________________________________________________
 DA1440  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DA1440  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1440
 DA1440  HORZ ORDER  -  SECOND
 DA1440  VERT ORDER  -  THIRD ? (See Below)
 DA1440
 DA1440.The horizontal coordinates were established by classical geodetic methods
 DA1440.and adjusted by the National Geodetic Survey in August 1993..
 DA1440
 DA1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1440.The vertical order pertains to the NGVD 29 superseded value.
 DA1440
 DA1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1440
 DA1440.The geoid height was determined by GEOID03.
 DA1440
 DA1440;                    North         East     Units Scale Factor Converg.
 DA1440;SPC AZ W     -   211,771.833   195,828.977   MT  0.99993712   -0 06 06.6
 DA1440;SPC AZ W     -   694,789.48    642,483.52   iFT  0.99993712   -0 06 06.6
 DA1440;UTM  12      - 3,645,115.876   225,270.548   MT  1.00053075   -1 35 49.0
 DA1440;UTM  11      - 3,645,449.359   786,441.128   MT  1.00061181   +1 39 54.3
 DA1440
 DA1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1440!SPC AZ W     -   0.99997028  x   0.99993712  =   0.99990741
 DA1440!UTM  12      -   0.99997028  x   1.00053075  =   1.00050102
 DA1440!UTM  11      -   0.99997028  x   1.00061181  =   1.00058208
 DA1440
 DA1440|---------------------------------------------------------------------|
 DA1440| PID    Reference Object                     Distance      Geod. Az  |
 DA1440|                                                           dddmmss.s |
 DA1440| CH2768 32 M RM 1                             8.239 METERS 01832     |
 DA1440| CH2769 32 M RM 2                             9.043 METERS 11843     |
 DA1440| DA1437 ROLL                                APPROX. 3.9 KM 1591542.5 |
 DA1440|---------------------------------------------------------------------|
 DA1440
 DA1440                          SUPERSEDED SURVEY CONTROL
 DA1440
 DA1440  NAD 83(1986)-  32 54 35.28082(N)    113 56 14.69299(W) AD(       ) 2
 DA1440  NAD 27      -  32 54 35.12600(N)    113 56 11.94000(W) AD(       ) 2
 DA1440  NGVD 29 (07/19/86)  221.28   (m)          726.0    (f) LEVELING    3  
 DA1440
 DA1440.Superseded values are not recommended for survey control.
 DA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1440.See file dsdata.txt to determine how the superseded data were derived.
 DA1440
 DA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2527145116(NAD 83)
 DA1440_MARKER: DD = SURVEY DISK
 DA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1440
 DA1440  HISTORY     - Date     Condition        Report By
 DA1440  HISTORY     - 1949     MONUMENTED       USGS
 DA1440
 DA1440                          STATION DESCRIPTION
 DA1440
 DA1440'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DA1440'THE STATION IS LOCATED ABOUT 13.5 MILES AIR LINE NORTH-NORTHEAST
 DA1440'OF ROLL IN THE FLAT SANDY AREA ALONG THE ROAD THAT EXTENDS
 DA1440'FROM ROLL TO STATE HIGHWAY 95.  THE STATION MARK IS A U.S.
 DA1440'GEOLOGICAL SURVEY BENCH MARK SET IN AN 8-INCH SQUARE CONCRETE
 DA1440'POST THAT PROJECTS 10 INCHES.  IT IS 24 FEET EAST OF A BLADED
 DA1440'ROAD AND IS STAMPED, 32M 1925.
 DA1440'
 DA1440'REFERENCE MARK NO. 1 IS SET FLUSH ABOUT 1 FOOT LOWER THAN THE
 DA1440'STATION MARK.  IT IS STAMPED, BM 32M 1949 NO 1.
 DA1440'
 DA1440'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 1 FOOT LOWER THAN
 DA1440'THE STATION MARK.  IT IS STAMPED, BM 32M 1949 NO 2.
 DA1440'
 DA1440'STATION ROLL 1934 IS THE AZIMUTH MARK.
 DA1440'
 DA1440'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, GO NORTHWEST,
 DA1440'CROSSING THE RAILROAD TRACKS.  TURN RIGHT, GO NORTHEAST, THEN
 DA1440'NORTH 1.4 MILES TO A FORK.  CONTINUE TO THE LEFT 0.45 MILE
 DA1440'TO THE JUNCTION WITH A BLADED ROAD.  TURN RIGHT, FOLLOW MAIN
 DA1440'ROAD 11.8 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0649 ***********************************************************************
 CG0649  DESIGNATION -  3203.4
 CG0649  PID         -  CG0649
 CG0649  STATE/COUNTY-  AZ/PIMA
 CG0649  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0649
 CG0649                         *CURRENT SURVEY CONTROL
 CG0649  ___________________________________________________________________
 CG0649* NAD 83(1986)-  31 55 48.     (N)    111 41 23.     (W)     SCALED    
 CG0649* NAVD 88     -       977.10   (+/-2cm)    3205.7    (feet)  VERTCON   
 CG0649  ___________________________________________________________________
 CG0649  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CG0649
 CG0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0649
 CG0649.The horizontal coordinates were scaled from a topographic map and have
 CG0649.an estimated accuracy of +/- 6 seconds.
 CG0649
 CG0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0649.The vertical order pertains to the NGVD 29 superseded value.
 CG0649
 CG0649.The geoid height was determined by GEOID03.
 CG0649
 CG0649;                    North         East    Units  Estimated Accuracy
 CG0649;SPC AZ C     -   103,130.      234,820.      MT  (+/- 180 meters Scaled)
 CG0649
 CG0649                          SUPERSEDED SURVEY CONTROL
 CG0649
 CG0649  NGVD 29 (??/??/92)  976.336  (m)         3203.20   (f) ADJ UNCH    2 0
 CG0649
 CG0649.Superseded values are not recommended for survey control.
 CG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0649.See file dsdata.txt to determine how the superseded data were derived.
 CG0649
 CG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA348328(NAD 83)
 CG0649_MARKER: N = NAIL
 CG0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0649_SP_SET: TREE
 CG0649_STAMPING: 3203.4
 CG0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0649
 CG0649  HISTORY     - Date     Condition        Report By
 CG0649  HISTORY     - UNK      MONUMENTED       USGS
 CG0649  HISTORY     - 1952     GOOD             NGS
 CG0649
 CG0649                          STATION DESCRIPTION
 CG0649
 CG0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0649'18.45 MI E FROM SELLS.
 CG0649'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0649'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 5.35 MILES
 CG0649'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE AT THE TOP OF
 CG0649'A STEEP GRADE, A COPPER NAIL AND WASHER SET IN THE NORTH ROOT OF A
 CG0649'MESQUITE TREE, 72.4 FEET WEST AND ACROSS THE ROAD FROM B.M. B 306, 43
 CG0649'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 CG0649'AND A METAL TAG ON THE TREE STAMPED 3203.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0727 ***********************************************************************
 DA0727  DESIGNATION -  3212+50
 DA0727  PID         -  DA0727
 DA0727  STATE/COUNTY-  AZ/MARICOPA
 DA0727  USGS QUAD   -  AZTEC SE (1982)
 DA0727
 DA0727                         *CURRENT SURVEY CONTROL
 DA0727  ___________________________________________________________________
 DA0727* NAD 83(1986)-  32 50 30.     (N)    113 18 39.     (W)     SCALED    
 DA0727* NAVD 88     -       168.76   (+/-2cm)     553.7    (feet)  VERTCON   
 DA0727  ___________________________________________________________________
 DA0727  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DA0727
 DA0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0727
 DA0727.The horizontal coordinates were scaled from a topographic map and have
 DA0727.an estimated accuracy of +/- 6 seconds.
 DA0727
 DA0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0727.The vertical order pertains to the NGVD 29 superseded value.
 DA0727
 DA0727.The geoid height was determined by GEOID03.
 DA0727
 DA0727;                    North         East    Units  Estimated Accuracy
 DA0727;SPC AZ C     -   205,060.       82,850.      MT  (+/- 180 meters Scaled)
 DA0727
 DA0727                          SUPERSEDED SURVEY CONTROL
 DA0727
 DA0727  NGVD 29 (??/??/92)  168.181  (m)          551.77   (f) ADJ UNCH    1 2
 DA0727
 DA0727.Superseded values are not recommended for survey control.
 DA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0727.See file dsdata.txt to determine how the superseded data were derived.
 DA0727
 DA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB837361(NAD 83)
 DA0727_MARKER: DD = SURVEY DISK
 DA0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0727_SP_SET: BRIDGE
 DA0727_STAMPING: ELEV. 551.62 STA 3212+50 1949
 DA0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0727
 DA0727  HISTORY     - Date     Condition        Report By
 DA0727  HISTORY     - 1949     MONUMENTED       AZHD
 DA0727  HISTORY     - 1952     GOOD             NGS
 DA0727  HISTORY     - 1960     GOOD             NGS
 DA0727  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0727  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0727
 DA0727                          STATION DESCRIPTION
 DA0727
 DA0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0727'6.0 MI W FROM SENTINEL.
 DA0727'6.0 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0727'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD
 DA0727'RAIL OF THE BRIDGE, 9 FEET EAST OF THE WEST END OF THE BRIDGE RAIL,
 DA0727'9.3 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 24 FEET SOUTH OF THE
 DA0727'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 DA0727
 DA0727                          STATION RECOVERY (1960)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0727'RECOVERED IN GOOD CONDITION.
 DA0727
 DA0727                          STATION RECOVERY (1980)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0727'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0727'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0727
 DA0727                          STATION RECOVERY (1980)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0727'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0727'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0467 ***********************************************************************
 ES0467  DESIGNATION -  3213.2
 ES0467  PID         -  ES0467
 ES0467  STATE/COUNTY-  AZ/YAVAPAI
 ES0467  USGS QUAD   -  CORNVILLE (1968)
 ES0467
 ES0467                         *CURRENT SURVEY CONTROL
 ES0467  ___________________________________________________________________
 ES0467* NAD 83(1986)-  34 38 07.     (N)    111 56 06.     (W)     SCALED    
 ES0467* NAVD 88     -       980.432  (meters)    3216.63   (feet)  ADJUSTED  
 ES0467  ___________________________________________________________________
 ES0467  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ES0467  DYNAMIC HT  -         979.195 (meters)    3212.58  (feet)  COMP
 ES0467  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 ES0467
 ES0467  VERT ORDER  -  FIRST     CLASS II
 ES0467
 ES0467.The horizontal coordinates were scaled from a topographic map and have
 ES0467.an estimated accuracy of +/- 6 seconds.
 ES0467
 ES0467.The orthometric height was determined by differential leveling
 ES0467.and adjusted by the National Geodetic Survey in June 1991..
 ES0467
 ES0467.The geoid height was determined by GEOID03.
 ES0467
 ES0467.The dynamic height is computed by dividing the NAVD 88
 ES0467.geopotential number by the normal gravity value computed on the
 ES0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0467.degrees latitude (g = 980.6199 gals.).
 ES0467
 ES0467.The modeled gravity was interpolated from observed gravity values.
 ES0467
 ES0467;                    North         East    Units  Estimated Accuracy
 ES0467;SPC AZ C     -   403,120.      211,680.      MT  (+/- 180 meters Scaled)
 ES0467
 ES0467                          SUPERSEDED SURVEY CONTROL
 ES0467
 ES0467  NGVD 29 (??/??/92)  979.710  (m)         3214.27   (f) ADJ UNCH    1 2
 ES0467
 ES0467.Superseded values are not recommended for survey control.
 ES0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0467.See file dsdata.txt to determine how the superseded data were derived.
 ES0467
 ES0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD143329(NAD 83)
 ES0467_MARKER: Q = CHISELED SQUARE
 ES0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0467_SP_SET: ABUTMENT
 ES0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0467
 ES0467  HISTORY     - Date     Condition        Report By
 ES0467  HISTORY     - UNK      MONUMENTED       USGS
 ES0467  HISTORY     - 1933     GOOD             NGS
 ES0467
 ES0467                          STATION DESCRIPTION
 ES0467
 ES0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0467'7.8 MI NE FROM CAMP VERDE.
 ES0467'AT SIDE OF HIGHWAY, 1.8 MILES NORTHWEST OF OLD AULTMAN STORE, AT
 ES0467'BRIDGE OVER LARGE WASH, TOP OF NORTH CORNER OF NORTHWEST ABUTMENT,
 ES0467'CHISELED SQUARE IN CONCRETE PAINTED U.S.B.M. 3213.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0101 ***********************************************************************
 CZ0101  DESIGNATION -  3220
 CZ0101  PID         -  CZ0101
 CZ0101  STATE/COUNTY-  AZ/PIMA
 CZ0101  USGS QUAD   -  VAIL (1981)
 CZ0101
 CZ0101                         *CURRENT SURVEY CONTROL
 CZ0101  ___________________________________________________________________
 CZ0101* NAD 83(1986)-  32 02 54.     (N)    110 42 41.     (W)     SCALED    
 CZ0101* NAVD 88     -       986.04   (+/-2cm)    3235.0    (feet)  VERTCON   
 CZ0101  ___________________________________________________________________
 CZ0101  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ0101
 CZ0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0101
 CZ0101.The horizontal coordinates were scaled from a topographic map and have
 CZ0101.an estimated accuracy of +/- 6 seconds.
 CZ0101
 CZ0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0101.The vertical order pertains to the NGVD 29 superseded value.
 CZ0101
 CZ0101.The geoid height was determined by GEOID03.
 CZ0101
 CZ0101;                    North         East    Units  Estimated Accuracy
 CZ0101;SPC AZ C     -   116,860.      327,180.      MT  (+/- 180 meters Scaled)
 CZ0101
 CZ0101                          SUPERSEDED SURVEY CONTROL
 CZ0101
 CZ0101  NGVD 29 (??/??/92)  985.319  (m)         3232.67   (f) ADJ UNCH    1 2
 CZ0101
 CZ0101.Superseded values are not recommended for survey control.
 CZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0101.See file dsdata.txt to determine how the superseded data were derived.
 CZ0101
 CZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA272458(NAD 83)
 CZ0101_MARKER: P = PIPE CAP
 CZ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0101_STAMPING: 3220 NOGLS
 CZ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0101
 CZ0101  HISTORY     - Date     Condition        Report By
 CZ0101  HISTORY     - UNK      MONUMENTED       USGS
 CZ0101  HISTORY     - 1952     GOOD             NGS
 CZ0101  HISTORY     - 1960     GOOD             NGS
 CZ0101
 CZ0101                          STATION DESCRIPTION
 CZ0101
 CZ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0101'IN VAIL.
 CZ0101'AT VAIL, ON THE ACCESS ROAD TO THE VAIL SCHOOL, ON THE INSIDE OF A
 CZ0101'CURVE, ABOUT 65 YARDS NORTH OF A RAILROAD CROSSING, 184.8 FEET
 CZ0101'NORTHEAST OF THE EAST CORNER OF THE SOUTHERN PACIFIC RAILROAD STATION,
 CZ0101'56.3 FEET SOUTHWEST OF THE SOUTHEAST GATE POST OF THE ACCESS ROAD TO
 CZ0101'THE SCHOOL, 26 FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 1 1/2
 CZ0101'FOOT HIGHER THAN THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, AND
 CZ0101'RIVETED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 CZ0101'GROUND.
 CZ0101
 CZ0101                          STATION RECOVERY (1960)
 CZ0101
 CZ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0574 ***********************************************************************
 CY0574  DESIGNATION -  322+19.6
 CY0574  PID         -  CY0574
 CY0574  STATE/COUNTY-  AZ/GRAHAM
 CY0574  USGS QUAD   -  SAN JOSE (1985)
 CY0574
 CY0574                         *CURRENT SURVEY CONTROL
 CY0574  ___________________________________________________________________
 CY0574* NAD 83(1986)-  32 48 46.     (N)    109 36 49.     (W)     SCALED    
 CY0574* NAVD 88     -       912.973  (meters)    2995.31   (feet)  ADJUSTED  
 CY0574  ___________________________________________________________________
 CY0574  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0574  DYNAMIC HT  -         911.702 (meters)    2991.14  (feet)  COMP
 CY0574  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 CY0574
 CY0574  VERT ORDER  -  SECOND    CLASS 0
 CY0574
 CY0574.The horizontal coordinates were scaled from a topographic map and have
 CY0574.an estimated accuracy of +/- 6 seconds.
 CY0574
 CY0574.The orthometric height was determined by differential leveling
 CY0574.and adjusted by the National Geodetic Survey in June 1991..
 CY0574
 CY0574.The geoid height was determined by GEOID03.
 CY0574
 CY0574.The dynamic height is computed by dividing the NAVD 88
 CY0574.geopotential number by the normal gravity value computed on the
 CY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0574.degrees latitude (g = 980.6199 gals.).
 CY0574
 CY0574.The modeled gravity was interpolated from observed gravity values.
 CY0574
 CY0574;                    North         East    Units  Estimated Accuracy
 CY0574;SPC AZ E     -   201,130.      265,150.      MT  (+/- 180 meters Scaled)
 CY0574
 CY0574                          SUPERSEDED SURVEY CONTROL
 CY0574
 CY0574  NGVD 29 (??/??/92)  912.389  (m)         2993.40   (f) ADJ UNCH    2 0
 CY0574
 CY0574.Superseded values are not recommended for survey control.
 CY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0574.See file dsdata.txt to determine how the superseded data were derived.
 CY0574
 CY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB297313(NAD 83)
 CY0574_MARKER: DD = SURVEY DISK
 CY0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0574_SP_SET: CULVERT
 CY0574_STAMPING: 2993.26 322+19.6 34
 CY0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0574
 CY0574  HISTORY     - Date     Condition        Report By
 CY0574  HISTORY     - UNK      MONUMENTED       AZHD
 CY0574  HISTORY     - 1945     GOOD             NGS
 CY0574  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0574
 CY0574                          STATION DESCRIPTION
 CY0574
 CY0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0574'1.0 MI E FROM SOLOMON.
 CY0574'ALONG U.S. HIGHWAYS 70 AND 666, A COPPER DISK SET IN CENTER OF SOUTH
 CY0574'CONCRETE HEADWALL OF TWIN CONCRETE BOX CULVERT OVER IRRIGATION DITCH.
 CY0574
 CY0574                          STATION RECOVERY (1958)
 CY0574
 CY0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0872 ***********************************************************************
 CG0872  DESIGNATION -  3223.58
 CG0872  PID         -  CG0872
 CG0872  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0872  USGS QUAD   -  AMADO (1981)
 CG0872
 CG0872                         *CURRENT SURVEY CONTROL
 CG0872  ___________________________________________________________________
 CG0872* NAD 83(1986)-  31 38 01.     (N)    111 03 22.     (W)     SCALED    
 CG0872* NAVD 88     -       983.380  (meters)    3226.31   (feet)  ADJUSTED  
 CG0872  ___________________________________________________________________
 CG0872  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0872  DYNAMIC HT  -         981.913 (meters)    3221.49  (feet)  COMP
 CG0872  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 CG0872
 CG0872  VERT ORDER  -  FIRST     CLASS II
 CG0872
 CG0872.The horizontal coordinates were scaled from a topographic map and have
 CG0872.an estimated accuracy of +/- 6 seconds.
 CG0872
 CG0872.The orthometric height was determined by differential leveling
 CG0872.and adjusted by the National Geodetic Survey in June 1991..
 CG0872
 CG0872.The geoid height was determined by GEOID03.
 CG0872
 CG0872.The dynamic height is computed by dividing the NAVD 88
 CG0872.geopotential number by the normal gravity value computed on the
 CG0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0872.degrees latitude (g = 980.6199 gals.).
 CG0872
 CG0872.The modeled gravity was interpolated from observed gravity values.
 CG0872
 CG0872;                    North         East    Units  Estimated Accuracy
 CG0872;SPC AZ C     -    70,570.      294,990.      MT  (+/- 180 meters Scaled)
 CG0872
 CG0872                          SUPERSEDED SURVEY CONTROL
 CG0872
 CG0872.No superseded survey control is available for this station.
 CG0872
 CG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV946998(NAD 83)
 CG0872_MARKER: DB = BENCH MARK DISK
 CG0872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0872_SP_SET: HEADWALL
 CG0872_STAMPING: STA. 1242+91 ELEV. 3223.58
 CG0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0872+STABILITY: SURFACE MOTION
 CG0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0872+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 CG0872
 CG0872  HISTORY     - Date     Condition        Report By
 CG0872  HISTORY     - 1977     MONUMENTED       AZDT
 CG0872  HISTORY     - 1980     GOOD             NGS
 CG0872  HISTORY     - 20020513 GOOD             INDIV
 CG0872
 CG0872                          STATION DESCRIPTION
 CG0872
 CG0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0872'10.3 KM SOUTH FROM AMADO.
 CG0872'10.3 KILOMETERS (6.4 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0872'ARIVACA ROAD UNDERPASS AT AMADO, 7.4 KILOMETERS (4.6 MILE) NORTH
 CG0872'OF TUNACACORI, SET IN TOP AND 10.1 METERS (33.2 FEET) NORTH OF THE
 CG0872'SOUTH END OF THE WEST HEADWALL OF A 6 CHANNEL BOX CULVERT, 13.0
 CG0872'METERS (42.7 FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC
 CG0872'LANE, 57.5 METERS (188.6 FEET) SOUTH OF KILOMETER POST 38.
 CG0872'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CG0872
 CG0872                          STATION RECOVERY (2002)
 CG0872
 CG0872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0872'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0103 ***********************************************************************
 CZ0103  DESIGNATION -  3226
 CZ0103  PID         -  CZ0103
 CZ0103  STATE/COUNTY-  AZ/PIMA
 CZ0103  USGS QUAD   -  VAIL (1981)
 CZ0103
 CZ0103                         *CURRENT SURVEY CONTROL
 CZ0103  ___________________________________________________________________
 CZ0103* NAD 83(1986)-  32 02 05.     (N)    110 40 47.     (W)     SCALED    
 CZ0103* NAVD 88     -       987.79   (+/-2cm)    3240.8    (feet)  VERTCON   
 CZ0103  ___________________________________________________________________
 CZ0103  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CZ0103
 CZ0103  VERT ORDER  -  ? (See Below)
 CZ0103
 CZ0103.The horizontal coordinates were scaled from a topographic map and have
 CZ0103.an estimated accuracy of +/- 6 seconds.
 CZ0103
 CZ0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0103.The vertical order pertains to the NGVD 29 superseded value.
 CZ0103
 CZ0103.The geoid height was determined by GEOID03.
 CZ0103
 CZ0103;                    North         East    Units  Estimated Accuracy
 CZ0103;SPC AZ C     -   115,390.      330,190.      MT  (+/- 180 meters Scaled)
 CZ0103
 CZ0103                          SUPERSEDED SURVEY CONTROL
 CZ0103
 CZ0103  NGVD 29 (??/??/92)  987.068  (m)         3238.41   (f) ADJ UNCH    ?  
 CZ0103
 CZ0103.Superseded values are not recommended for survey control.
 CZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0103.See file dsdata.txt to determine how the superseded data were derived.
 CZ0103
 CZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA302443(NAD 83)
 CZ0103_MARKER: DD = SURVEY DISK
 CZ0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0103_SP_SET: CULVERT
 CZ0103_STAMPING: 3226 1907 206
 CZ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0103
 CZ0103  HISTORY     - Date     Condition        Report By
 CZ0103  HISTORY     - UNK      MONUMENTED       USGS
 CZ0103  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0103
 CZ0103                          STATION DESCRIPTION
 CZ0103
 CZ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0103'3.0 MI NW FROM IRENE.
 CZ0103'ABOUT 3 MILES N.W. ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0103'THE STATION SIGNBOARD AT IRENE, PIMA COUNTY, ABOUT 0.4 MI. S.E. OF
 CZ0103'MILEPOST 1005, ABOUT 100 FEET N.W. OF AN EASTBOUND SIGNAL, AT 36 INCH
 CZ0103'CONCRETE PIPE CULVERT 1005 C, 6 FEET N.E. OF THE TRACK, AND IN THE
 CZ0103'HEADWALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3226 1907
 CZ0103'206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0728 ***********************************************************************
 DA0728  DESIGNATION -  3227+08
 DA0728  PID         -  DA0728
 DA0728  STATE/COUNTY-  AZ/MARICOPA
 DA0728  USGS QUAD   -  AZTEC SE (1982)
 DA0728
 DA0728                         *CURRENT SURVEY CONTROL
 DA0728  ___________________________________________________________________
 DA0728* NAD 83(1986)-  32 50 30.     (N)    113 18 22.     (W)     SCALED    
 DA0728* NAVD 88     -       168.73   (+/-2cm)     553.6    (feet)  VERTCON   
 DA0728  ___________________________________________________________________
 DA0728  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0728
 DA0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0728
 DA0728.The horizontal coordinates were scaled from a topographic map and have
 DA0728.an estimated accuracy of +/- 6 seconds.
 DA0728
 DA0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0728.The vertical order pertains to the NGVD 29 superseded value.
 DA0728
 DA0728.The geoid height was determined by GEOID03.
 DA0728
 DA0728;                    North         East    Units  Estimated Accuracy
 DA0728;SPC AZ C     -   205,050.       83,290.      MT  (+/- 180 meters Scaled)
 DA0728
 DA0728                          SUPERSEDED SURVEY CONTROL
 DA0728
 DA0728  NGVD 29 (??/??/92)  168.152  (m)          551.68   (f) ADJ UNCH    1 2
 DA0728
 DA0728.Superseded values are not recommended for survey control.
 DA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0728.See file dsdata.txt to determine how the superseded data were derived.
 DA0728
 DA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB841360(NAD 83)
 DA0728_MARKER: DD = SURVEY DISK
 DA0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0728_SP_SET: BRIDGE
 DA0728_STAMPING: ELEV. 551.53 STA. 3227+08 1949
 DA0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0728
 DA0728  HISTORY     - Date     Condition        Report By
 DA0728  HISTORY     - 1949     MONUMENTED       AZHD
 DA0728  HISTORY     - 1952     GOOD             NGS
 DA0728  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0728  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0728
 DA0728                          STATION DESCRIPTION
 DA0728
 DA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0728'5.7 MI W FROM SENTINEL.
 DA0728'5.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0728'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD
 DA0728'RAIL OF A SMALL BRIDGE, 5 FEET EAST OF THE WEST END OF THE BRIDGE
 DA0728'RAIL, 4.7 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 22.8 FEET
 DA0728'SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND ABOUT LEVEL
 DA0728'WITH THE HIGHWAY.
 DA0728
 DA0728                          STATION RECOVERY (1980)
 DA0728
 DA0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0728'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0728'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0728
 DA0728                          STATION RECOVERY (1980)
 DA0728
 DA0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0728'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0728'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0591 ***********************************************************************
 CG0591  DESIGNATION -  3232.07
 CG0591  PID         -  CG0591
 CG0591  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0591  USGS QUAD   -  TUBAC (1981)
 CG0591
 CG0591                         *CURRENT SURVEY CONTROL
 CG0591  ___________________________________________________________________
 CG0591* NAD 83(1986)-  31 36 18.     (N)    111 03 01.     (W)     SCALED    
 CG0591* NAVD 88     -       985.92   (+/-2cm)    3234.6    (feet)  VERTCON   
 CG0591  ___________________________________________________________________
 CG0591  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0591
 CG0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0591
 CG0591.The horizontal coordinates were scaled from a topographic map and have
 CG0591.an estimated accuracy of +/- 6 seconds.
 CG0591
 CG0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0591.The vertical order pertains to the NGVD 29 superseded value.
 CG0591
 CG0591.The geoid height was determined by GEOID03.
 CG0591
 CG0591;                    North         East    Units  Estimated Accuracy
 CG0591;SPC AZ C     -    67,400.      295,570.      MT  (+/- 180 meters Scaled)
 CG0591
 CG0591                          SUPERSEDED SURVEY CONTROL
 CG0591
 CG0591  NGVD 29 (??/??/92)  985.092  (m)         3231.92   (f) ADJ UNCH    2 0
 CG0591
 CG0591.Superseded values are not recommended for survey control.
 CG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0591.See file dsdata.txt to determine how the superseded data were derived.
 CG0591
 CG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV952966(NAD 83)
 CG0591_MARKER: DD = SURVEY DISK
 CG0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0591_SP_SET: BRIDGE
 CG0591_STAMPING: 3232.07 1137+09.12 1952
 CG0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0591
 CG0591  HISTORY     - Date     Condition        Report By
 CG0591  HISTORY     - 1952     MONUMENTED       AZHD
 CG0591  HISTORY     - 1959     GOOD             NGS
 CG0591  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0591  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0591
 CG0591                          STATION DESCRIPTION
 CG0591
 CG0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0591'2.4 MI N FROM TUMACACORI.
 CG0591'2.45 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0591'TUMACACORI, 25 FEET WEST OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE
 CG0591'CENTER OF THE WEST HEADWALL OF A 12 FOOT CONCRETE BRIDGE.
 CG0591
 CG0591                          STATION RECOVERY (1979)
 CG0591
 CG0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0591'MARK NOT FOUND.
 CG0591
 CG0591                          STATION RECOVERY (1980)
 CG0591
 CG0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0591'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  BELIEVED DESTROYED BY
 CG0591'CONSTRUCTION OF INTERSTATE HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0873 ***********************************************************************
 CG0873  DESIGNATION -  3233.50
 CG0873  PID         -  CG0873
 CG0873  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0873  USGS QUAD   -  TUBAC (1981)
 CG0873
 CG0873                         *CURRENT SURVEY CONTROL
 CG0873  ___________________________________________________________________
 CG0873* NAD 83(1986)-  31 36 44.     (N)    111 03 07.     (W)     SCALED    
 CG0873* NAVD 88     -       986.401  (meters)    3236.22   (feet)  ADJUSTED  
 CG0873  ___________________________________________________________________
 CG0873  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0873  DYNAMIC HT  -         984.921 (meters)    3231.36  (feet)  COMP
 CG0873  MODELED GRAV-     979,106.3   (mgal)                       NAVD 88
 CG0873
 CG0873  VERT ORDER  -  FIRST     CLASS II
 CG0873
 CG0873.The horizontal coordinates were scaled from a topographic map and have
 CG0873.an estimated accuracy of +/- 6 seconds.
 CG0873
 CG0873.The orthometric height was determined by differential leveling
 CG0873.and adjusted by the National Geodetic Survey in June 1991..
 CG0873
 CG0873.The geoid height was determined by GEOID03.
 CG0873
 CG0873.The dynamic height is computed by dividing the NAVD 88
 CG0873.geopotential number by the normal gravity value computed on the
 CG0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0873.degrees latitude (g = 980.6199 gals.).
 CG0873
 CG0873.The modeled gravity was interpolated from observed gravity values.
 CG0873
 CG0873;                    North         East    Units  Estimated Accuracy
 CG0873;SPC AZ C     -    68,200.      295,410.      MT  (+/- 180 meters Scaled)
 CG0873
 CG0873                          SUPERSEDED SURVEY CONTROL
 CG0873
 CG0873.No superseded survey control is available for this station.
 CG0873
 CG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0873_MARKER: DB = BENCH MARK DISK
 CG0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0873_SP_SET: HEADWALL
 CG0873_STAMPING: STA. 1162+53.64 ELEV. 3233.50 77
 CG0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0873+STABILITY: SURFACE MOTION
 CG0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0873+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 CG0873
 CG0873  HISTORY     - Date     Condition        Report By
 CG0873  HISTORY     - 1977     MONUMENTED       AZDT
 CG0873  HISTORY     - 1980     GOOD             NGS
 CG0873  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0873  HISTORY     - 20020513 GOOD             INDIV
 CG0873
 CG0873                          STATION DESCRIPTION
 CG0873
 CG0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0873'4.9 KM NORTH FROM TUMACACORI.
 CG0873'4.9 KILOMETERS (3.05 MILES) NORTH ALONG THE EAST FRONTAGE ROAD
 CG0873'(FORMER US HIGHWAY 89) FROM THE OLD MISSION AT TUMACACORI, 0.1
 CG0873'KILOMETER (0.05 MILE) SOUTH OF THE JUNCTION OF A ROAD LEADING TO TUBAC
 CG0873'11.6 METERS (38.0 FEET) NORTH OF THE SOUTH END OF A HEADWALL FOR
 CG0873'A 6 CHANNEL BOX CULVERT UNDER THE EAST FRONTAGE ROAD, 5.8 METERS
 CG0873'(18.9 FEET) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0873'THE MARK IS .3 M BELOW THE ROAD.
 CG0873
 CG0873                          STATION RECOVERY (1998)
 CG0873
 CG0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0873'MARK NOT FOUND.
 CG0873
 CG0873                          STATION RECOVERY (2002)
 CG0873
 CG0873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0873'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0383 ***********************************************************************
 CG0383  DESIGNATION -  3233.97
 CG0383  PID         -  CG0383
 CG0383  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0383  USGS QUAD   -  TUBAC (1981)
 CG0383
 CG0383                         *CURRENT SURVEY CONTROL
 CG0383  ___________________________________________________________________
 CG0383* NAD 83(1986)-  31 36 47.     (N)    111 03 05.     (W)     SCALED    
 CG0383* NAVD 88     -       986.50   (+/-2cm)    3236.5    (feet)  VERTCON   
 CG0383  ___________________________________________________________________
 CG0383  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0383
 CG0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0383
 CG0383.The horizontal coordinates were scaled from a topographic map and have
 CG0383.an estimated accuracy of +/- 6 seconds.
 CG0383
 CG0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0383.The vertical order pertains to the NGVD 29 superseded value.
 CG0383
 CG0383.The geoid height was determined by GEOID03.
 CG0383
 CG0383;                    North         East    Units  Estimated Accuracy
 CG0383;SPC AZ C     -    68,290.      295,460.      MT  (+/- 180 meters Scaled)
 CG0383
 CG0383                          SUPERSEDED SURVEY CONTROL
 CG0383
 CG0383  NGVD 29 (??/??/92)  985.678  (m)         3233.85   (f) ADJ UNCH    1 2
 CG0383
 CG0383.Superseded values are not recommended for survey control.
 CG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0383.See file dsdata.txt to determine how the superseded data were derived.
 CG0383
 CG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV951975(NAD 83)
 CG0383_MARKER: DD = SURVEY DISK
 CG0383_SETTING: 0 = UNSPECIFIED SETTING
 CG0383_STAMPING: 3233.97 52 1161+13.73
 CG0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0383
 CG0383  HISTORY     - Date     Condition        Report By
 CG0383  HISTORY     - UNK      MONUMENTED       AZHD
 CG0383  HISTORY     - 1954     GOOD             NGS
 CG0383  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0383
 CG0383                          STATION DESCRIPTION
 CG0383
 CG0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0383'0.3 MI W FROM TUBAC.
 CG0383'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT TUBAC, AT THE T
 CG0383'JUNCTION OF U.S. HIGHWAY 89, AT A CATTLE GUARD, IN THE TOP OF THE
 CG0383'NORTH HEAD WALL, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12
 CG0383'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER
 CG0383'THAN THE ROAD, 0.8 FOOT SOUTH OF THE SOUTH END OF AN IRON GATE.
 CG0383
 CG0383                          STATION RECOVERY (1979)
 CG0383
 CG0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0314 ***********************************************************************
 DU0314  DESIGNATION -  3235
 DU0314  PID         -  DU0314
 DU0314  STATE/COUNTY-  AZ/GILA
 DU0314  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0314
 DU0314                         *CURRENT SURVEY CONTROL
 DU0314  ___________________________________________________________________
 DU0314* NAD 83(1986)-  33 34 16.     (N)    110 57 04.     (W)     SCALED    
 DU0314* NAVD 88     -       986.345  (meters)    3236.03   (feet)  ADJUSTED  
 DU0314  ___________________________________________________________________
 DU0314  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DU0314  DYNAMIC HT  -         985.031 (meters)    3231.72  (feet)  COMP
 DU0314  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 DU0314
 DU0314  VERT ORDER  -  FIRST     CLASS II
 DU0314
 DU0314.The horizontal coordinates were scaled from a topographic map and have
 DU0314.an estimated accuracy of +/- 6 seconds.
 DU0314
 DU0314.The orthometric height was determined by differential leveling
 DU0314.and adjusted by the National Geodetic Survey in June 1991..
 DU0314
 DU0314.The geoid height was determined by GEOID03.
 DU0314
 DU0314.The dynamic height is computed by dividing the NAVD 88
 DU0314.geopotential number by the normal gravity value computed on the
 DU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0314.degrees latitude (g = 980.6199 gals.).
 DU0314
 DU0314.The modeled gravity was interpolated from observed gravity values.
 DU0314
 DU0314;                    North         East    Units  Estimated Accuracy
 DU0314;SPC AZ E     -   285,360.      140,530.      MT  (+/- 180 meters Scaled)
 DU0314
 DU0314                          SUPERSEDED SURVEY CONTROL
 DU0314
 DU0314  NGVD 29 (??/??/92)  985.73   (m)         3234.0    (f) COMPUTED    1 2
 DU0314
 DU0314.Superseded values are not recommended for survey control.
 DU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0314.See file dsdata.txt to determine how the superseded data were derived.
 DU0314
 DU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC045146(NAD 83)
 DU0314_MARKER: P = PIPE CAP
 DU0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0314_STAMPING: 3234.029
 DU0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0314
 DU0314  HISTORY     - Date     Condition        Report By
 DU0314  HISTORY     - UNK      MONUMENTED       USGS
 DU0314  HISTORY     - 1933     GOOD             NGS
 DU0314  HISTORY     - 1934     GOOD             NGS
 DU0314  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0314  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0314
 DU0314                          STATION DESCRIPTION
 DU0314
 DU0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0314'14.1 MI SE FROM ROOSEVELT.
 DU0314'14.1 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0314'OFFICE AT ROOSEVELT, GILA COUNTY, 2.0 MILES NORTHWEST OF A SUMMIT, 0.1
 DU0314'MILE NORTHWEST OF AN OBSERVATION TURNOUT, ON A SMALL BRIDGE, AND 48
 DU0314'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 DU0314'GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH
 DU0314'IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 DU0314
 DU0314                          STATION RECOVERY (1934)
 DU0314
 DU0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0314'RECOVERED IN GOOD CONDITION.
 DU0314
 DU0314                          STATION RECOVERY (1979)
 DU0314
 DU0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0314'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0314
 DU0314                          STATION RECOVERY (2005)
 DU0314
 DU0314'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0800 ***********************************************************************
 CG0800  DESIGNATION -  3239.6
 CG0800  PID         -  CG0800
 CG0800  STATE/COUNTY-  AZ/PIMA
 CG0800  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0800
 CG0800                         *CURRENT SURVEY CONTROL
 CG0800  ___________________________________________________________________
 CG0800* NAD 83(1986)-  31 49 33.     (N)    111 38 22.     (W)     SCALED    
 CG0800* NAVD 88     -       988.03   (+/-2cm)    3241.6    (feet)  VERTCON   
 CG0800  ___________________________________________________________________
 CG0800  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0800
 CG0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0800
 CG0800.The horizontal coordinates were scaled from a topographic map and have
 CG0800.an estimated accuracy of +/- 6 seconds.
 CG0800
 CG0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0800.The vertical order pertains to the NGVD 29 superseded value.
 CG0800
 CG0800.The geoid height was determined by GEOID03.
 CG0800
 CG0800;                    North         East    Units  Estimated Accuracy
 CG0800;SPC AZ C     -    91,590.      239,600.      MT  (+/- 180 meters Scaled)
 CG0800
 CG0800                          SUPERSEDED SURVEY CONTROL
 CG0800
 CG0800  NGVD 29 (??/??/92)  987.244  (m)         3238.98   (f) ADJ UNCH    2 0
 CG0800
 CG0800.Superseded values are not recommended for survey control.
 CG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0800.See file dsdata.txt to determine how the superseded data were derived.
 CG0800
 CG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394213(NAD 83)
 CG0800_MARKER: Q = CHISELED SQUARE
 CG0800_SETTING: 80 = SET IN A BOULDER
 CG0800_SP_SET: BOULDER
 CG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0800+STABILITY: SURFACE MOTION
 CG0800
 CG0800  HISTORY     - Date     Condition        Report By
 CG0800  HISTORY     - UNK      MONUMENTED       USGS
 CG0800  HISTORY     - 1952     GOOD             NGS
 CG0800
 CG0800                          STATION DESCRIPTION
 CG0800
 CG0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0800'12.7 MI E FROM TOPAWA MISSION.
 CG0800'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0800'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0800'ROAD, 1.0 MILE EAST ALONG THE FRESNAL CANYON ROAD, 1.0 MILE EAST OF
 CG0800'B.M. ZZ 112, 0.45 MILE EAST OF A WINDMILL AND WATER TANK, 0.1 MILE
 CG0800'NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, CUT IN
 CG0800'THE TOP OF A WHITE BOULDER, 395 FEET SOUTHEAST OF THE CENTER OF A WASH
 CG0800'WITH CONCRETE RETAINING WALLS, 53.8 FEET NORTH OF B.M. A 307, 19 FEET
 CG0800'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 FOOT HIGHER THAN
 CG0800'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0729 ***********************************************************************
 DA0729  DESIGNATION -  3240+07
 DA0729  PID         -  DA0729
 DA0729  STATE/COUNTY-  AZ/MARICOPA
 DA0729  USGS QUAD   -  AZTEC SE (1982)
 DA0729
 DA0729                         *CURRENT SURVEY CONTROL
 DA0729  ___________________________________________________________________
 DA0729* NAD 83(1986)-  32 50 33.     (N)    113 18 08.     (W)     SCALED    
 DA0729* NAVD 88     -       168.76   (+/-2cm)     553.7    (feet)  VERTCON   
 DA0729  ___________________________________________________________________
 DA0729  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0729
 DA0729  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0729
 DA0729.The horizontal coordinates were scaled from a topographic map and have
 DA0729.an estimated accuracy of +/- 6 seconds.
 DA0729
 DA0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0729.The vertical order pertains to the NGVD 29 superseded value.
 DA0729
 DA0729.The geoid height was determined by GEOID03.
 DA0729
 DA0729;                    North         East    Units  Estimated Accuracy
 DA0729;SPC AZ C     -   205,140.       83,650.      MT  (+/- 180 meters Scaled)
 DA0729
 DA0729                          SUPERSEDED SURVEY CONTROL
 DA0729
 DA0729  NGVD 29 (??/??/92)  168.174  (m)          551.75   (f) ADJ UNCH    1 2
 DA0729
 DA0729.Superseded values are not recommended for survey control.
 DA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0729.See file dsdata.txt to determine how the superseded data were derived.
 DA0729
 DA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB845361(NAD 83)
 DA0729_MARKER: DD = SURVEY DISK
 DA0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0729_SP_SET: BRIDGE
 DA0729_STAMPING: ELEV. 551.62 STA. 3240+07 1949
 DA0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0729
 DA0729  HISTORY     - Date     Condition        Report By
 DA0729  HISTORY     - 1949     MONUMENTED       AZHD
 DA0729  HISTORY     - 1949     GOOD             NGS
 DA0729  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0729  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0729
 DA0729                          STATION DESCRIPTION
 DA0729
 DA0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0729'5.5 MI W FROM SENTINEL.
 DA0729'5.5 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0729'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0729'RAIL OF A HIGHWAY BRIDGE, 9 FEET EAST OF THE WEST END OF THE BRIDGE
 DA0729'RAIL, 8.8 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 22 FEET SOUTH
 DA0729'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0729'IN THE TOP OF THE SOUTH RAIL.
 DA0729
 DA0729                          STATION RECOVERY (1980)
 DA0729
 DA0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0729'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0729'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0729
 DA0729                          STATION RECOVERY (1980)
 DA0729
 DA0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0729'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0729'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1262 ***********************************************************************
 DU1262  DESIGNATION -  3244.57
 DU1262  PID         -  DU1262
 DU1262  STATE/COUNTY-  AZ/GILA
 DU1262  USGS QUAD   -  GLOBE (1982)
 DU1262
 DU1262                         *CURRENT SURVEY CONTROL
 DU1262  ___________________________________________________________________
 DU1262* NAD 83(1986)-  33 26 47.     (N)    110 50 01.     (W)     SCALED    
 DU1262* NAVD 88     -       989.537  (meters)    3246.51   (feet)  ADJUSTED  
 DU1262  ___________________________________________________________________
 DU1262  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1262  DYNAMIC HT  -         988.210 (meters)    3242.15  (feet)  COMP
 DU1262  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 DU1262
 DU1262  VERT ORDER  -  FIRST     CLASS II
 DU1262
 DU1262.The horizontal coordinates were scaled from a topographic map and have
 DU1262.an estimated accuracy of +/- 6 seconds.
 DU1262
 DU1262.The orthometric height was determined by differential leveling
 DU1262.and adjusted by the National Geodetic Survey in June 1991..
 DU1262
 DU1262.The geoid height was determined by GEOID03.
 DU1262
 DU1262.The dynamic height is computed by dividing the NAVD 88
 DU1262.geopotential number by the normal gravity value computed on the
 DU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1262.degrees latitude (g = 980.6199 gals.).
 DU1262
 DU1262.The modeled gravity was interpolated from observed gravity values.
 DU1262
 DU1262;                    North         East    Units  Estimated Accuracy
 DU1262;SPC AZ E     -   271,450.      151,350.      MT  (+/- 180 meters Scaled)
 DU1262
 DU1262                          SUPERSEDED SURVEY CONTROL
 DU1262
 DU1262.No superseded survey control is available for this station.
 DU1262
 DU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC154007(NAD 83)
 DU1262_MARKER: DB = BENCH MARK DISK
 DU1262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1262_SP_SET: BRIDGE ABUTMENT
 DU1262_STAMPING: 3244.57 1975
 DU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1262
 DU1262  HISTORY     - Date     Condition        Report By
 DU1262  HISTORY     - 1975     MONUMENTED       AZDT
 DU1262  HISTORY     - 1979     GOOD             NGS
 DU1262  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1262
 DU1262                          STATION DESCRIPTION
 DU1262
 DU1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1262'4.7 MI NW FROM GLOBE.
 DU1262'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1262'COURTHOUSE IN GLOBE, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY
 DU1262'88 (APACHE TRAIL), SET IN TOP OF THE SOUTHWEST CONCRETE BRIDGE
 DU1262'ABUTMENT, 22.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1262'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1262
 DU1262                          STATION RECOVERY (2005)
 DU1262
 DU1262'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0592 ***********************************************************************
 CG0592  DESIGNATION -  3245.12
 CG0592  PID         -  CG0592
 CG0592  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0592  USGS QUAD   -  TUBAC (1981)
 CG0592
 CG0592                         *CURRENT SURVEY CONTROL
 CG0592  ___________________________________________________________________
 CG0592* NAD 83(1986)-  31 35 25.     (N)    111 03 11.     (W)     SCALED    
 CG0592* NAVD 88     -       989.894  (meters)    3247.68   (feet)  ADJUSTED  
 CG0592  ___________________________________________________________________
 CG0592  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0592  DYNAMIC HT  -         988.405 (meters)    3242.79  (feet)  COMP
 CG0592  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0592
 CG0592  VERT ORDER  -  FIRST     CLASS II
 CG0592
 CG0592.The horizontal coordinates were scaled from a topographic map and have
 CG0592.an estimated accuracy of +/- 6 seconds.
 CG0592
 CG0592.The orthometric height was determined by differential leveling
 CG0592.and adjusted by the National Geodetic Survey in June 1991..
 CG0592
 CG0592.The geoid height was determined by GEOID03.
 CG0592
 CG0592.The dynamic height is computed by dividing the NAVD 88
 CG0592.geopotential number by the normal gravity value computed on the
 CG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0592.degrees latitude (g = 980.6199 gals.).
 CG0592
 CG0592.The modeled gravity was interpolated from observed gravity values.
 CG0592
 CG0592;                    North         East    Units  Estimated Accuracy
 CG0592;SPC AZ C     -    65,760.      295,320.      MT  (+/- 180 meters Scaled)
 CG0592
 CG0592                          SUPERSEDED SURVEY CONTROL
 CG0592
 CG0592  NGVD 29 (??/??/92)  989.060  (m)         3244.94   (f) ADJ UNCH    1 2
 CG0592
 CG0592.Superseded values are not recommended for survey control.
 CG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0592.See file dsdata.txt to determine how the superseded data were derived.
 CG0592
 CG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV949950(NAD 83)
 CG0592_MARKER: DD = SURVEY DISK
 CG0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0592_SP_SET: BRIDGE
 CG0592_STAMPING: 3245.12 1083+04.76 1952
 CG0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0592
 CG0592  HISTORY     - Date     Condition        Report By
 CG0592  HISTORY     - 1952     MONUMENTED       AZHD
 CG0592  HISTORY     - 1959     GOOD             NGS
 CG0592  HISTORY     - 1980     GOOD             NGS
 CG0592  HISTORY     - 19981006 GOOD             USPSQD
 CG0592  HISTORY     - 20020513 GOOD             INDIV
 CG0592
 CG0592                          STATION DESCRIPTION
 CG0592
 CG0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0592'1.4 MI N FROM TUMACACORI.
 CG0592'1.45 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0592'TUMACACORI, 0.2 MILE NORTH OF THE CARMAN GENERAL STORE, 23 FEET WEST
 CG0592'OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST
 CG0592'HEADWALL OF A 10 FOOT CONCRETE BRIDGE.
 CG0592
 CG0592                          STATION RECOVERY (1980)
 CG0592
 CG0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0592'2.4 KILOMETERS (1.5 MILES) NORTH ALONG FORMER U. S. HIGHWAY 89 FROM
 CG0592'THE OLD MISSION IN TUMACACORI, 0.3 KILOMETER (0.2 MILE) NORTH OF THE
 CG0592'CARMAN GENERAL STORE, IN TOP AND THE CENTER OF THE WEST HEADWALL OF
 CG0592'A BOX CULVERT, 7.0 METERS (23 FEET) WEST OF THE CENTERLINE OF THE
 CG0592'HIGHWAY.
 CG0592'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 CG0592
 CG0592                          STATION RECOVERY (1998)
 CG0592
 CG0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0592'RECOVERED IN GOOD CONDITION.
 CG0592
 CG0592                          STATION RECOVERY (2002)
 CG0592
 CG0592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0730 ***********************************************************************
 DA0730  DESIGNATION -  3251+15
 DA0730  PID         -  DA0730
 DA0730  STATE/COUNTY-  AZ/MARICOPA
 DA0730  USGS QUAD   -  AZTEC SE (1982)
 DA0730
 DA0730                         *CURRENT SURVEY CONTROL
 DA0730  ___________________________________________________________________
 DA0730* NAD 83(1986)-  32 50 35.     (N)    113 17 55.     (W)     SCALED    
 DA0730* NAVD 88     -       169.67   (+/-2cm)     556.7    (feet)  VERTCON   
 DA0730  ___________________________________________________________________
 DA0730  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DA0730
 DA0730  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0730
 DA0730.The horizontal coordinates were scaled from a topographic map and have
 DA0730.an estimated accuracy of +/- 6 seconds.
 DA0730
 DA0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0730.The vertical order pertains to the NGVD 29 superseded value.
 DA0730
 DA0730.The geoid height was determined by GEOID03.
 DA0730
 DA0730;                    North         East    Units  Estimated Accuracy
 DA0730;SPC AZ C     -   205,190.       83,990.      MT  (+/- 180 meters Scaled)
 DA0730
 DA0730                          SUPERSEDED SURVEY CONTROL
 DA0730
 DA0730  NGVD 29 (??/??/92)  169.086  (m)          554.74   (f) ADJ UNCH    1 2
 DA0730
 DA0730.Superseded values are not recommended for survey control.
 DA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0730.See file dsdata.txt to determine how the superseded data were derived.
 DA0730
 DA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB848362(NAD 83)
 DA0730_MARKER: DD = SURVEY DISK
 DA0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0730_SP_SET: BRIDGE
 DA0730_STAMPING: ELEV. 554.57 STA. 3251+15 1949
 DA0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0730
 DA0730  HISTORY     - Date     Condition        Report By
 DA0730  HISTORY     - 1949     MONUMENTED       AZHD
 DA0730  HISTORY     - 1952     GOOD             NGS
 DA0730  HISTORY     - 1960     GOOD             NGS
 DA0730  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0730  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0730
 DA0730                          STATION DESCRIPTION
 DA0730
 DA0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0730'5.3 MI W FROM SENTINEL.
 DA0730'5.3 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0730'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, SET IN THE SOUTH RAIL
 DA0730'OF THE HIGHWAY BRIDGE OVER A WASH, 6.2 FEET EAST OF THE WEST END OF
 DA0730'THE BRIDGE RAIL, 9.1 FEET WEST OF THE EAST END OF THE BRIDGE RAIL,
 DA0730'23.3 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80.
 DA0730
 DA0730                          STATION RECOVERY (1960)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0730'RECOVERED IN GOOD CONDITION.
 DA0730
 DA0730                          STATION RECOVERY (1980)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0730'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0730'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0730
 DA0730                          STATION RECOVERY (1980)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0730'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0730'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0674 ***********************************************************************
 CG0674  DESIGNATION -  3254.4
 CG0674  PID         -  CG0674
 CG0674  STATE/COUNTY-  AZ/PIMA
 CG0674  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0674
 CG0674                         *CURRENT SURVEY CONTROL
 CG0674  ___________________________________________________________________
 CG0674* NAD 83(1986)-  31 44 31.     (N)    111 39 38.     (W)     SCALED    
 CG0674* NAVD 88     -       992.55   (+/-2cm)    3256.4    (feet)  VERTCON   
 CG0674  ___________________________________________________________________
 CG0674  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0674
 CG0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0674
 CG0674.The horizontal coordinates were scaled from a topographic map and have
 CG0674.an estimated accuracy of +/- 6 seconds.
 CG0674
 CG0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0674.The vertical order pertains to the NGVD 29 superseded value.
 CG0674
 CG0674.The geoid height was determined by GEOID03.
 CG0674
 CG0674;                    North         East    Units  Estimated Accuracy
 CG0674;SPC AZ C     -    82,280.      237,630.      MT  (+/- 180 meters Scaled)
 CG0674
 CG0674                          SUPERSEDED SURVEY CONTROL
 CG0674
 CG0674  NGVD 29 (??/??/92)  991.764  (m)         3253.81   (f) ADJ UNCH    2 0
 CG0674
 CG0674.Superseded values are not recommended for survey control.
 CG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0674.See file dsdata.txt to determine how the superseded data were derived.
 CG0674
 CG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374120(NAD 83)
 CG0674_MARKER: Q = CHISELED SQUARE
 CG0674_SETTING: 66 = SET IN ROCK OUTCROP
 CG0674_SP_SET: GRANITE OUTCROP
 CG0674_STAMPING: 3254.4
 CG0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0674+STABILITY: POSITION/ELEVATION WELL
 CG0674
 CG0674  HISTORY     - Date     Condition        Report By
 CG0674  HISTORY     - UNK      MONUMENTED       USGS
 CG0674  HISTORY     - 1952     GOOD             NGS
 CG0674  HISTORY     - 1977     GOOD             USGS
 CG0674
 CG0674                          STATION DESCRIPTION
 CG0674
 CG0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0674'14.05 MI SE FROM TOPAWA.
 CG0674'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0674'TOPAWA, THENCE 5.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0674'KEEP TO THE LEFT OF A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0674'LEADING SOUTH TO BEAR WELLS, A CHISELED SQUARE CUT IN THE TOP OF A
 CG0674'GRANITE OUTCROP, 397 1/2 FEET SOUTHWEST OF THE CENTER OF A LARGE WASH,
 CG0674'50.9 FEET NORTHEAST OF B.M. J 306, 20 FEET SOUTHEAST OF THE CENTER
 CG0674'LINE OF THE ROAD, 5.7 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT
 CG0674'HIGHER THAN THE ROAD, A METAL TAG ON A STAKE STAMPED 3254.4.
 CG0674
 CG0674                          STATION RECOVERY (1977)
 CG0674
 CG0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0674'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0674'RD.....
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0732 ***********************************************************************
 DA0732  DESIGNATION -  3265+25
 DA0732  PID         -  DA0732
 DA0732  STATE/COUNTY-  AZ/MARICOPA
 DA0732  USGS QUAD   -  AZTEC SE (1982)
 DA0732
 DA0732                         *CURRENT SURVEY CONTROL
 DA0732  ___________________________________________________________________
 DA0732* NAD 83(1986)-  32 50 37.     (N)    113 17 39.     (W)     SCALED    
 DA0732* NAVD 88     -       171.48   (+/-2cm)     562.6    (feet)  VERTCON   
 DA0732  ___________________________________________________________________
 DA0732  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA0732
 DA0732  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0732
 DA0732.The horizontal coordinates were scaled from a topographic map and have
 DA0732.an estimated accuracy of +/- 6 seconds.
 DA0732
 DA0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0732.The vertical order pertains to the NGVD 29 superseded value.
 DA0732
 DA0732.The geoid height was determined by GEOID03.
 DA0732
 DA0732;                    North         East    Units  Estimated Accuracy
 DA0732;SPC AZ C     -   205,250.       84,410.      MT  (+/- 180 meters Scaled)
 DA0732
 DA0732                          SUPERSEDED SURVEY CONTROL
 DA0732
 DA0732  NGVD 29 (??/??/92)  170.894  (m)          560.67   (f) ADJ UNCH    1 2
 DA0732
 DA0732.Superseded values are not recommended for survey control.
 DA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0732.See file dsdata.txt to determine how the superseded data were derived.
 DA0732
 DA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB852362(NAD 83)
 DA0732_MARKER: DD = SURVEY DISK
 DA0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0732_SP_SET: BRIDGE
 DA0732_STAMPING: ELEV. 560.52 STA. 3265+25 1949
 DA0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0732
 DA0732  HISTORY     - Date     Condition        Report By
 DA0732  HISTORY     - 1949     MONUMENTED       AZHD
 DA0732  HISTORY     - 1952     GOOD             NGS
 DA0732  HISTORY     - 1960     GOOD             NGS
 DA0732  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0732  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0732
 DA0732                          STATION DESCRIPTION
 DA0732
 DA0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0732'5.0 MI W FROM SENTINEL.
 DA0732'5.0 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0732'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH RAIL OF
 DA0732'A HIGHWAY BRIDGE OVER A WASH, 9.5 FEET WEST OF THE EAST END OF THE
 DA0732'BRIDGE RAIL, 8.9 FEET EAST OF THE WEST END OF THE BRIDGE RAIL, 22.8
 DA0732'FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND LEVEL
 DA0732'WITH THE ROAD.
 DA0732
 DA0732                          STATION RECOVERY (1960)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0732'RECOVERED IN GOOD CONDITION.
 DA0732
 DA0732                          STATION RECOVERY (1980)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0732'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0732'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0732
 DA0732                          STATION RECOVERY (1980)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0732'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0732'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0733 ***********************************************************************
 DA0733  DESIGNATION -  3277+50
 DA0733  PID         -  DA0733
 DA0733  STATE/COUNTY-  AZ/MARICOPA
 DA0733  USGS QUAD   -  AZTEC SE (1982)
 DA0733
 DA0733                         *CURRENT SURVEY CONTROL
 DA0733  ___________________________________________________________________
 DA0733* NAD 83(1986)-  32 50 37.     (N)    113 17 24.     (W)     SCALED    
 DA0733* NAVD 88     -       172.72   (+/-2cm)     566.7    (feet)  VERTCON   
 DA0733  ___________________________________________________________________
 DA0733  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA0733
 DA0733  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0733
 DA0733.The horizontal coordinates were scaled from a topographic map and have
 DA0733.an estimated accuracy of +/- 6 seconds.
 DA0733
 DA0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0733.The vertical order pertains to the NGVD 29 superseded value.
 DA0733
 DA0733.The geoid height was determined by GEOID03.
 DA0733
 DA0733;                    North         East    Units  Estimated Accuracy
 DA0733;SPC AZ C     -   205,250.       84,800.      MT  (+/- 180 meters Scaled)
 DA0733
 DA0733                          SUPERSEDED SURVEY CONTROL
 DA0733
 DA0733  NGVD 29 (??/??/92)  172.128  (m)          564.72   (f) ADJ UNCH    1 2
 DA0733
 DA0733.Superseded values are not recommended for survey control.
 DA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0733.See file dsdata.txt to determine how the superseded data were derived.
 DA0733
 DA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB856362(NAD 83)
 DA0733_MARKER: DD = SURVEY DISK
 DA0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0733_SP_SET: BRIDGE
 DA0733_STAMPING: ELEV. 564.58 STA. 3277+50 1949
 DA0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0733
 DA0733  HISTORY     - Date     Condition        Report By
 DA0733  HISTORY     - 1949     MONUMENTED       AZHD
 DA0733  HISTORY     - 1952     GOOD             NGS
 DA0733  HISTORY     - 1960     GOOD             NGS
 DA0733  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0733  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0733
 DA0733                          STATION DESCRIPTION
 DA0733
 DA0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0733'4.8 MI W FROM SENTINEL.
 DA0733'4.8 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0733'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0733'RAIL OF A HIGHWAY BRIDGE OVER A WASH, 10.3 FEET WEST OF THE EAST END
 DA0733'OF A BRIDGE RAIL, 10.6 FEET EAST OF THE WEST END OF THE BRIDGE RAIL,
 DA0733'22.9 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND
 DA0733'ABOUT LEVEL WITH THE ROAD.
 DA0733
 DA0733                          STATION RECOVERY (1960)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0733'RECOVERED IN GOOD CONDITION.
 DA0733
 DA0733                          STATION RECOVERY (1980)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0733'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN AREA
 DA0733'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0733
 DA0733                          STATION RECOVERY (1980)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0733'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN AREA
 DA0733'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0594 ***********************************************************************
 CG0594  DESIGNATION -  3278.24
 CG0594  PID         -  CG0594
 CG0594  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0594  USGS QUAD   -  TUBAC (1981)
 CG0594
 CG0594                         *CURRENT SURVEY CONTROL
 CG0594  ___________________________________________________________________
 CG0594* NAD 83(1986)-  31 33 39.     (N)    111 02 58.     (W)     SCALED    
 CG0594* NAVD 88     -       999.961  (meters)    3280.71   (feet)  ADJUSTED  
 CG0594  ___________________________________________________________________
 CG0594  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0594  DYNAMIC HT  -         998.449 (meters)    3275.74  (feet)  COMP
 CG0594  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CG0594
 CG0594  VERT ORDER  -  FIRST     CLASS II
 CG0594
 CG0594.The horizontal coordinates were scaled from a topographic map and have
 CG0594.an estimated accuracy of +/- 6 seconds.
 CG0594
 CG0594.The orthometric height was determined by differential leveling
 CG0594.and adjusted by the National Geodetic Survey in June 1991..
 CG0594
 CG0594.The geoid height was determined by GEOID03.
 CG0594
 CG0594.The dynamic height is computed by dividing the NAVD 88
 CG0594.geopotential number by the normal gravity value computed on the
 CG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0594.degrees latitude (g = 980.6199 gals.).
 CG0594
 CG0594.The modeled gravity was interpolated from observed gravity values.
 CG0594
 CG0594;                    North         East    Units  Estimated Accuracy
 CG0594;SPC AZ C     -    62,500.      295,690.      MT  (+/- 180 meters Scaled)
 CG0594
 CG0594                          SUPERSEDED SURVEY CONTROL
 CG0594
 CG0594  NGVD 29 (??/??/92)  999.114  (m)         3277.93   (f) ADJ UNCH    1 2
 CG0594
 CG0594.Superseded values are not recommended for survey control.
 CG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0594.See file dsdata.txt to determine how the superseded data were derived.
 CG0594
 CG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953917(NAD 83)
 CG0594_MARKER: DD = SURVEY DISK
 CG0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0594_SP_SET: CULVERT
 CG0594_STAMPING: 3278.24 974+74.08 1952
 CG0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0594
 CG0594  HISTORY     - Date     Condition        Report By
 CG0594  HISTORY     - 1952     MONUMENTED       AZHD
 CG0594  HISTORY     - 1959     GOOD             NGS
 CG0594  HISTORY     - 1979     GOOD             USGS
 CG0594  HISTORY     - 1980     GOOD             NGS
 CG0594  HISTORY     - 19981006 GOOD             USPSQD
 CG0594
 CG0594                          STATION DESCRIPTION
 CG0594
 CG0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0594'0.7 MI S FROM TUMACACORI.
 CG0594'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0594'RAILROAD TRACKS, THENCE 17 MILES NORTH ALONG U.S. HIGHWAY 89, ABOUT
 CG0594'0.8 MILE SOUTH OF THE POST OFFICE AT TUMACACORI, 31 FEET WEST OF THE
 CG0594'CENTER OF THE HIGHWAY, CEMENTED IN THE WEST HEADWALL OF A 5 FOOT
 CG0594'CONCRETE CULVERT.
 CG0594
 CG0594                          STATION RECOVERY (1979)
 CG0594
 CG0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0594'GO SOUTH ON OLD HIGHWAY 89 0.8 MILES TO CONCRETE CULVERT. BENCH MARK
 CG0594'IS 31 FEET WEST OF CENTERLINE OF OLD HIGHWAY, TABLET IS CEMENTED IN
 CG0594'CENTER OF WEST HEADWALL OF CULVERT.
 CG0594
 CG0594                          STATION RECOVERY (1980)
 CG0594
 CG0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0594'0.9 KILOMETER (0.55 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD (FORMER
 CG0594'U. S. HIGHWAY 89) FROM THE OLD MISSION AT TUMACACORI, 0.1 KILOMETER
 CG0594'(0.05 MILE) SOUTH OF THE JUNCTION OF SANTA GERTRUDIS LANE, IN TOP AND
 CG0594'THE CENTER OF THE WEST HEADWALL OF A SMALL BOX CULVERT, 9.4 METERS
 CG0594'(31 FEET) WEST OF THE CENTERLINE OF THE ROAD.
 CG0594'THE MARK IS 1.5 M BELOW THE ROAD.
 CG0594
 CG0594                          STATION RECOVERY (1998)
 CG0594
 CG0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0465 ***********************************************************************
 ES0465  DESIGNATION -  3279
 ES0465  PID         -  ES0465
 ES0465  STATE/COUNTY-  AZ/YAVAPAI
 ES0465  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0465
 ES0465                         *CURRENT SURVEY CONTROL
 ES0465  ___________________________________________________________________
 ES0465* NAD 83(1986)-  34 37 12.     (N)    111 55 03.     (W)     SCALED    
 ES0465* NAVD 88     -      1000.564  (meters)    3282.68   (feet)  ADJUSTED  
 ES0465  ___________________________________________________________________
 ES0465  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0465  DYNAMIC HT  -         999.304 (meters)    3278.55  (feet)  COMP
 ES0465  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 ES0465
 ES0465  VERT ORDER  -  FIRST     CLASS II
 ES0465
 ES0465.The horizontal coordinates were scaled from a topographic map and have
 ES0465.an estimated accuracy of +/- 6 seconds.
 ES0465
 ES0465.The orthometric height was determined by differential leveling
 ES0465.and adjusted by the National Geodetic Survey in June 1991..
 ES0465
 ES0465.The geoid height was determined by GEOID03.
 ES0465
 ES0465.The dynamic height is computed by dividing the NAVD 88
 ES0465.geopotential number by the normal gravity value computed on the
 ES0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0465.degrees latitude (g = 980.6199 gals.).
 ES0465
 ES0465.The modeled gravity was interpolated from observed gravity values.
 ES0465
 ES0465;                    North         East    Units  Estimated Accuracy
 ES0465;SPC AZ C     -   401,420.      213,280.      MT  (+/- 180 meters Scaled)
 ES0465
 ES0465                          SUPERSEDED SURVEY CONTROL
 ES0465
 ES0465  NGVD 29 (??/??/92)  999.847  (m)         3280.33   (f) ADJ UNCH    1 2
 ES0465
 ES0465.Superseded values are not recommended for survey control.
 ES0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0465.See file dsdata.txt to determine how the superseded data were derived.
 ES0465
 ES0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD158312(NAD 83)
 ES0465_MARKER: Q = CHISELED SQUARE
 ES0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0465_SP_SET: CULVERT
 ES0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0465
 ES0465  HISTORY     - Date     Condition        Report By
 ES0465  HISTORY     - UNK      MONUMENTED       USGS
 ES0465  HISTORY     - 1933     GOOD             NGS
 ES0465  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 ES0465
 ES0465                          STATION DESCRIPTION
 ES0465
 ES0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0465'6.1 MI NW FROM CAMP VERDE.
 ES0465'AT SIDE OF HIGHWAY, 0.1 MILES NORTH OF OLD AULTMAN STORE, ON TOP OF
 ES0465'NORTHEASTERLY CONCRETE HEADWALL OF HIGHWAY CULVERT, PAINTED BLACK
 ES0465'U.S.B.M. 3279.
 ES0465
 ES0465                          STATION RECOVERY (1998)
 ES0465
 ES0465'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1045 ***********************************************************************
 DA1045  DESIGNATION -  328
 DA1045  PID         -  DA1045
 DA1045  STATE/COUNTY-  AZ/YUMA
 DA1045  USGS QUAD   -  TACNA (1982)
 DA1045
 DA1045                         *CURRENT SURVEY CONTROL
 DA1045  ___________________________________________________________________
 DA1045* NAD 83(1986)-  32 42 13.     (N)    113 54 23.     (W)     SCALED    
 DA1045* NAVD 88     -       100.81   (+/-2cm)     330.7    (feet)  VERTCON   
 DA1045  ___________________________________________________________________
 DA1045  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1045
 DA1045  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1045
 DA1045.The horizontal coordinates were scaled from a topographic map and have
 DA1045.an estimated accuracy of +/- 6 seconds.
 DA1045
 DA1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1045.The vertical order pertains to the NGVD 29 superseded value.
 DA1045
 DA1045.The geoid height was determined by GEOID03.
 DA1045
 DA1045;                    North         East    Units  Estimated Accuracy
 DA1045;SPC AZ W     -   188,900.      198,700.      MT  (+/- 180 meters Scaled)
 DA1045
 DA1045                          SUPERSEDED SURVEY CONTROL
 DA1045
 DA1045  NGVD 29 (??/??/92)  100.125  (m)          328.49   (f) ADJ UNCH    1 2
 DA1045
 DA1045.Superseded values are not recommended for survey control.
 DA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1045.See file dsdata.txt to determine how the superseded data were derived.
 DA1045
 DA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB275221(NAD 83)
 DA1045_MARKER: P = PIPE CAP
 DA1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1045
 DA1045  HISTORY     - Date     Condition        Report By
 DA1045  HISTORY     - UNK      MONUMENTED       USGS
 DA1045  HISTORY     - 1952     GOOD             NGS
 DA1045  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1045  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1045
 DA1045                          STATION DESCRIPTION
 DA1045
 DA1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1045'9.1 MI W FROM MOHAWK.
 DA1045'9.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1045'STATION AT MOHAWK, 0.1 MILE WEST OF THE SECTION HOUSE AT COLFRED, 228
 DA1045'FEET WEST OF THE WEST END OF RAILROAD BRIDGE NO. 783.66, 156.3 FEET
 DA1045'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.3 FEET NORTH OF THE NORTH
 DA1045'RAIL, 6.9 FEET WEST OF A TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS
 DA1045'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND ON THE TOP OF A 3 1/2
 DA1045'INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA1045
 DA1045                          STATION RECOVERY (1981)
 DA1045
 DA1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1045'SEARCHED FOR BUT NOT RECOVERED.
 DA1045
 DA1045                          STATION RECOVERY (1981)
 DA1045
 DA1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1045'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0411 ***********************************************************************
 ET0411  DESIGNATION -  3286
 ET0411  PID         -  ET0411
 ET0411  STATE/COUNTY-  AZ/YAVAPAI
 ET0411  USGS QUAD   -  DATE (1969)
 ET0411
 ET0411                         *CURRENT SURVEY CONTROL
 ET0411  ___________________________________________________________________
 ET0411* NAD 83(1986)-  34 16 26.     (N)    112 54 16.     (W)     SCALED    
 ET0411* NAVD 88     -      1004.728  (meters)    3296.35   (feet)  POSTED    
 ET0411  ___________________________________________________________________
 ET0411  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 ET0411  DYNAMIC HT  -        1003.460 (meters)    3292.18  (feet)  COMP
 ET0411  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 ET0411
 ET0411  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0411
 ET0411.The horizontal coordinates were scaled from a topographic map and have
 ET0411.an estimated accuracy of +/- 6 seconds.
 ET0411
 ET0411.The orthometric height was determined by differential leveling
 ET0411.and adjusted by the National Geodetic Survey in November 2005..
 ET0411.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0411.rate of 1.1 thru 2.0 mm/km.
 ET0411
 ET0411.The geoid height was determined by GEOID03.
 ET0411
 ET0411.The dynamic height is computed by dividing the NAVD 88
 ET0411.geopotential number by the normal gravity value computed on the
 ET0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0411.degrees latitude (g = 980.6199 gals.).
 ET0411
 ET0411.The modeled gravity was interpolated from observed gravity values.
 ET0411
 ET0411;                    North         East    Units  Estimated Accuracy
 ET0411;SPC AZ C     -   363,470.      122,410.      MT  (+/- 180 meters Scaled)
 ET0411
 ET0411                          SUPERSEDED SURVEY CONTROL
 ET0411
 ET0411  NGVD 29 (??/??/92) 1004.021  (m)         3294.03   (f) ADJ UNCH    2 0
 ET0411
 ET0411.Superseded values are not recommended for survey control.
 ET0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0411.See file dsdata.txt to determine how the superseded data were derived.
 ET0411
 ET0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246941(NAD 83)
 ET0411_MARKER: P = PIPE CAP
 ET0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0411
 ET0411  HISTORY     - Date     Condition        Report By
 ET0411  HISTORY     - UNK      MONUMENTED       USGS
 ET0411  HISTORY     - 1933     GOOD             NGS
 ET0411
 ET0411                          STATION DESCRIPTION
 ET0411
 ET0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0411'3.2 MI S FROM DATE.
 ET0411'IRON POST, AT SIDE OF A.T. AND S.F. RY., 0.1 MILES NORTH OF RAILROAD
 ET0411'TRESTLE NO. A-114, 500 FEET NORTH OF MILEPOST 113, 115 FEET WEST OF
 ET0411'RAILROAD CENTER-LINE, ON TOP OF ROUND KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0503 ***********************************************************************
 CZ0503  DESIGNATION -  328+76.0
 CZ0503  PID         -  CZ0503
 CZ0503  STATE/COUNTY-  AZ/PIMA
 CZ0503  USGS QUAD   -  MARANA (1992)
 CZ0503
 CZ0503                         *CURRENT SURVEY CONTROL
 CZ0503  ___________________________________________________________________
 CZ0503* NAD 83(1992)-  32 26 24.82787(N)    111 11 05.23713(W)     ADJUSTED  
 CZ0503* NAVD 88     -       614.187  (meters)    2015.05   (feet)  ADJUSTED  
 CZ0503  ___________________________________________________________________
 CZ0503  EPOCH DATE  -        2002.00
 CZ0503  X           -  -1,947,288.673 (meters)                     COMP
 CZ0503  Y           -  -5,024,366.069 (meters)                     COMP
 CZ0503  Z           -   3,402,044.841 (meters)                     COMP
 CZ0503  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 CZ0503  ELLIP HEIGHT-         584.80  (meters)          (10/18/04) GPS OBS
 CZ0503  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0503  DYNAMIC HT  -         613.377 (meters)    2012.39  (feet)  COMP
 CZ0503  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 CZ0503
 CZ0503  HORZ ORDER  -  FIRST
 CZ0503  VERT ORDER  -  FIRST     CLASS II
 CZ0503  ELLP ORDER  -  FOURTH    CLASS I
 CZ0503
 CZ0503.The horizontal coordinates were established by GPS observations
 CZ0503.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 CZ0503.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0503.The epoch date for horizontal control is a decimal equivalence
 CZ0503.of Year/Month/Day.
 CZ0503
 CZ0503.The orthometric height was determined by differential leveling
 CZ0503.and adjusted by the National Geodetic Survey in June 1991..
 CZ0503
 CZ0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0503
 CZ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0503
 CZ0503.The ellipsoidal height was determined by GPS observations
 CZ0503.and is referenced to NAD 83.
 CZ0503
 CZ0503.The geoid height was determined by GEOID03.
 CZ0503
 CZ0503.The dynamic height is computed by dividing the NAVD 88
 CZ0503.geopotential number by the normal gravity value computed on the
 CZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0503.degrees latitude (g = 980.6199 gals.).
 CZ0503
 CZ0503.The modeled gravity was interpolated from observed gravity values.
 CZ0503
 CZ0503;                    North         East     Units Scale Factor Converg.
 CZ0503;SPC AZ C     -   159,915.321   282,178.950   MT  0.99995838   +0 23 33.4
 CZ0503;SPC AZ C     -   524,656.56    925,783.96   iFT  0.99995838   +0 23 33.4
 CZ0503;UTM  12      - 3,589,248.588   482,629.675   MT  0.99960372   -0 05 56.8
 CZ0503
 CZ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0503!SPC AZ C     -   0.99990819  x   0.99995838  =   0.99986657
 CZ0503!UTM  12      -   0.99990819  x   0.99960372  =   0.99951195
 CZ0503
 CZ0503                          SUPERSEDED SURVEY CONTROL
 CZ0503
 CZ0503  NAVD 88 (10/18/04)  614.19   (m)         2015.1    (f) LEVELING    3  
 CZ0503  NGVD 29 (??/??/92)  613.602  (m)         2013.13   (f) ADJ UNCH    1 2
 CZ0503
 CZ0503.Superseded values are not recommended for survey control.
 CZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0503.See file dsdata.txt to determine how the superseded data were derived.
 CZ0503
 CZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8263089249(NAD 83)
 CZ0503_MARKER: DD = SURVEY DISK
 CZ0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0503_SP_SET: CULVERT
 CZ0503_STAMPING: 2013.37 328+76.0 1931
 CZ0503_MARK LOGO: AZHD  
 CZ0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0503+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ0503
 CZ0503  HISTORY     - Date     Condition        Report By
 CZ0503  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0503  HISTORY     - 1951     GOOD             NGS
 CZ0503  HISTORY     - 1960     GOOD             NGS
 CZ0503  HISTORY     - 1980     GOOD             NGS
 CZ0503  HISTORY     - 20040301 GOOD             MSAM
 CZ0503
 CZ0503                          STATION DESCRIPTION
 CZ0503
 CZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0503'1.9 MI SE FROM MARANA.
 CZ0503'1.9 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0503'RAILROAD FROM THE POST OFFICE AT MARANA, 1 1/2 POLES SOUTHEAST OF
 CZ0503'MILEPOLE 964, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0503'HEADWALL FOR A DOUBLE BOX TYPE CONCRETE CULVERT UNDER THE HIGHWAY,
 CZ0503'46.7 FEET NORTH OF TELEGRAPH POLE NUMBER H 8, 16 FEET NORTHEAST OF THE
 CZ0503'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, 12.7
 CZ0503'FEET SOUTHEAST OF A 50 MILE SPEED LIMIT SIGN, AND ABOUT 1 FOOT HIGHER
 CZ0503'THAN THE HIGHWAY.
 CZ0503
 CZ0503                          STATION RECOVERY (1960)
 CZ0503
 CZ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0503'RECOVERED IN GOOD CONDITION.
 CZ0503
 CZ0503                          STATION RECOVERY (1980)
 CZ0503
 CZ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0503'32.0 KILOMETERS (19.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0503'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0503'NORTHWEST OF THE CROSSING OF A DIRT ROAD, 1-1/2 TELEPHONE POLES
 CZ0503'SOUTHEAST OF RAILROAD MILE POST 964, SET IN THE TOP CENTER OF THE
 CZ0503'NORTHEAST HEADWALL FOR A DOUBLE CHANNEL CULVERT UNDER THE FRONTAGE
 CZ0503'ROAD, 34.4 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL,
 CZ0503'5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD AND
 CZ0503'2.1 METERS (6.9 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0503'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0503
 CZ0503                          STATION RECOVERY (2004)
 CZ0503
 CZ0503'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ0503'RECOVERY NOTE MSAM 2004 (DJK)
 CZ0503' 
 CZ0503'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0709 ***********************************************************************
 CG0709  DESIGNATION -  3291.5
 CG0709  PID         -  CG0709
 CG0709  STATE/COUNTY-  AZ/PIMA
 CG0709  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0709
 CG0709                         *CURRENT SURVEY CONTROL
 CG0709  ___________________________________________________________________
 CG0709* NAD 83(1986)-  31 31 41.     (N)    111 37 23.     (W)     SCALED    
 CG0709* NAVD 88     -      1005.01   (+/-2cm)    3297.3    (feet)  VERTCON   
 CG0709  ___________________________________________________________________
 CG0709  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CG0709
 CG0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0709
 CG0709.The horizontal coordinates were scaled from a topographic map and have
 CG0709.an estimated accuracy of +/- 6 seconds.
 CG0709
 CG0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0709.The vertical order pertains to the NGVD 29 superseded value.
 CG0709
 CG0709.The geoid height was determined by GEOID03.
 CG0709
 CG0709;                    North         East    Units  Estimated Accuracy
 CG0709;SPC AZ C     -    58,580.      241,240.      MT  (+/- 180 meters Scaled)
 CG0709
 CG0709                          SUPERSEDED SURVEY CONTROL
 CG0709
 CG0709  NGVD 29 (??/??/92) 1004.218  (m)         3294.67   (f) ADJ UNCH    2 0
 CG0709
 CG0709.Superseded values are not recommended for survey control.
 CG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0709.See file dsdata.txt to determine how the superseded data were derived.
 CG0709
 CG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV408882(NAD 83)
 CG0709_MARKER: Q = CHISELED SQUARE
 CG0709_SETTING: 80 = SET IN A BOULDER
 CG0709_SP_SET: BOULDER
 CG0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0709+STABILITY: SURFACE MOTION
 CG0709
 CG0709  HISTORY     - Date     Condition        Report By
 CG0709  HISTORY     - UNK      MONUMENTED       USGS
 CG0709  HISTORY     - 1952     GOOD             NGS
 CG0709
 CG0709                          STATION DESCRIPTION
 CG0709
 CG0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0709'16.5 MI SE FROM SAN MIGUEL.
 CG0709'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0709'MIGUEL, THENCE 10.2 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD
 CG0709'TO THE MEXICAN BORDER, THENCE 2.0 MILES NORTHEAST ALONG A TRACK ROAD,
 CG0709'A CHISELED SQUARE CUT IN THE TOP OF A BOULDER AT THE FENCE LINE OF THE
 CG0709'INDIAN RESERVATION BOUNDARY, 38.7 FEET SOUTHWEST OF USGLO MARK S 9 S
 CG0709'10 1/4 SECTION CORNER, 17.9 FEET NORTHWEST OF THE NORTH GATE POST OF A
 CG0709'WOODEN GATE, 12.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0709'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0156 ***********************************************************************
 DB0156  DESIGNATION -  329.92
 DB0156  PID         -  DB0156
 DB0156  STATE/COUNTY-  AZ/YUMA
 DB0156  USGS QUAD   -  WELLTON (1982)
 DB0156
 DB0156                         *CURRENT SURVEY CONTROL
 DB0156  ___________________________________________________________________
 DB0156* NAD 83(1986)-  32 38 31.     (N)    114 08 31.     (W)     SCALED    
 DB0156* NAVD 88     -       101.21   (+/-2cm)     332.1    (feet)  VERTCON   
 DB0156  ___________________________________________________________________
 DB0156  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0156
 DB0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0156
 DB0156.The horizontal coordinates were scaled from a topographic map and have
 DB0156.an estimated accuracy of +/- 6 seconds.
 DB0156
 DB0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0156.The vertical order pertains to the NGVD 29 superseded value.
 DB0156
 DB0156.The geoid height was determined by GEOID03.
 DB0156
 DB0156;                    North         East    Units  Estimated Accuracy
 DB0156;SPC AZ W     -   182,120.      176,590.      MT  (+/- 180 meters Scaled)
 DB0156
 DB0156                          SUPERSEDED SURVEY CONTROL
 DB0156
 DB0156  NGVD 29 (??/??/??)  100.573  (m)          329.96   (f) ADJUSTED    2 0
 DB0156
 DB0156.Superseded values are not recommended for survey control.
 DB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0156.See file dsdata.txt to determine how the superseded data were derived.
 DB0156
 DB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS681152(NAD 83)
 DB0156_MARKER: DD = SURVEY DISK
 DB0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0156_SP_SET: BRIDGE
 DB0156_STAMPING: 329.92
 DB0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0156
 DB0156  HISTORY     - Date     Condition        Report By
 DB0156  HISTORY     - UNK      MONUMENTED       BOR
 DB0156  HISTORY     - 1962     GOOD             NGS
 DB0156
 DB0156                          STATION DESCRIPTION
 DB0156
 DB0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0156'2 MI S FROM WELLTON.
 DB0156'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0156'PACIFIC RAILROAD STATION AT WELLTON, THENCE 1.8 MILES SOUTH ALONG
 DB0156'A GRAVELED ROAD, 0.4 MILE NORTH OF A LARGE CANAL AND LEVEE, 27
 DB0156'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 30 FEET SOUTH
 DB0156'OF A POWER POLE WITH A TRANSFORMER, ABOUT 4 FEET ABOVE THE LEVEL
 DB0156'OF THE ROAD, AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE
 DB0156'HEADWALL OVER AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1658 ***********************************************************************
 DU1658  DESIGNATION -  32ND
 DU1658  PID         -  DU1658
 DU1658  STATE/COUNTY-  AZ/MARICOPA
 DU1658  USGS QUAD   -  MESA (1982)
 DU1658
 DU1658                         *CURRENT SURVEY CONTROL
 DU1658  ___________________________________________________________________
 DU1658* NAD 83(1992)-  33 23 11.07346(N)    111 45 45.22728(W)     ADJUSTED  
 DU1658* NAVD 88     -       382.344  (meters)    1254.41   (feet)  ADJUSTED  
 DU1658  ___________________________________________________________________
 DU1658  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DU1658  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1658  DYNAMIC HT  -         381.890 (meters)    1252.92  (feet)  COMP
 DU1658  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1658
 DU1658  HORZ ORDER  -  SECOND
 DU1658  VERT ORDER  -  SECOND    CLASS I
 DU1658
 DU1658.The horizontal coordinates were established by classical geodetic methods
 DU1658.and adjusted by the National Geodetic Survey in August 1993..
 DU1658
 DU1658.The orthometric height was determined by differential leveling
 DU1658.and adjusted by the National Geodetic Survey in January 1998..
 DU1658
 DU1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1658
 DU1658.The geoid height was determined by GEOID03.
 DU1658
 DU1658.The dynamic height is computed by dividing the NAVD 88
 DU1658.geopotential number by the normal gravity value computed on the
 DU1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1658.degrees latitude (g = 980.6199 gals.).
 DU1658
 DU1658.The modeled gravity was interpolated from observed gravity values.
 DU1658
 DU1658;                    North         East     Units Scale Factor Converg.
 DU1658;SPC AZ C     -   264,613.710   227,696.940   MT  0.99990253   +0 05 05.3
 DU1658;SPC AZ C     -   868,155.22    747,037.20   iFT  0.99990253   +0 05 05.3
 DU1658;UTM  12      - 3,694,385.374   429,075.833   MT  0.99966202   -0 25 10.7
 DU1658
 DU1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1658!SPC AZ C     -   0.99994465  x   0.99990253  =   0.99984718
 DU1658!UTM  12      -   0.99994465  x   0.99966202  =   0.99960668
 DU1658
 DU1658|---------------------------------------------------------------------|
 DU1658| PID    Reference Object                     Distance      Geod. Az  |
 DU1658|                                                           dddmmss.s |
 DU1658| CH4645 32ND RM 1                            13.780 METERS 09104     |
 DU1658| DU2153 GIL 2                               APPROX. 2.5 KM 2554012.9 |
 DU1658| DU1659 32ND RM 2                            18.914 METERS 26916     |
 DU1658|---------------------------------------------------------------------|
 DU1658
 DU1658                          SUPERSEDED SURVEY CONTROL
 DU1658
 DU1658  NAD 83(1986)-  33 23 11.06803(N)    111 45 45.23156(W) AD(       ) 2
 DU1658  NAD 27      -  33 23 10.89543(N)    111 45 42.73295(W) AD(       ) 2
 DU1658  NAVD 88 (11/29/93)  382.329  (m)         1254.36   (f) UNKNOWN     2 1
 DU1658  NGVD 29 (07/19/86)  381.2    (m)         1251.     (f) VERT ANG       
 DU1658
 DU1658.Superseded values are not recommended for survey control.
 DU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1658.See file dsdata.txt to determine how the superseded data were derived.
 DU1658
 DU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907694385(NAD 83)
 DU1658_MARKER: DE = TRAVERSE STATION DISK
 DU1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1658_SP_SET: CONCRETE POST
 DU1658_STAMPING: 32ND 1974
 DU1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1658+STABILITY: SURFACE MOTION
 DU1658
 DU1658  HISTORY     - Date     Condition        Report By
 DU1658  HISTORY     - 1974     MONUMENTED       AZDT
 DU1658  HISTORY     - 1981     GOOD             AZDT
 DU1658  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1658  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1658
 DU1658                          STATION DESCRIPTION
 DU1658
 DU1658'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1658'THE STATION IS LOCATED ABOUT 4.7 MILES EAST SOUTHEAST OF MESA
 DU1658'AND ABOUT 3 MILES EAST NORTHEAST OF GILBERT NEAR THE CENTERLINE
 DU1658'OF THE PROPOSED SUPERSTITION FREEWAY.
 DU1658'
 DU1658'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND
 DU1658'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT 0.3
 DU1658'FEET BELOW GROUND LEVEL.  THE STATION IS 6.5 FEET NORTHEAST OF AN
 DU1658'IRRIGATION HEAD GATE, 2.4 FEET NORTH OF IRRIGATION HEADWALL AND
 DU1658'4.6 FEET SOUTH SOUTHEAST OF THE EAST EDGE OF CEMENT BRIDGE ACROSS
 DU1658'IRRIGATION DITCH.
 DU1658'
 DU1658'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND RM
 DU1658'1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1658'PROJECTING 0.35 FEET.  THE MARK IS 20.0 FEET SOUTH OF A DIRT
 DU1658'AIRSTRIP AND 2.7 FEET NORTHWEST OF WITNESS POST.
 DU1658'
 DU1658'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND
 DU1658'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1658'PROJECTING 0.1 FEET.  THE MARK IS 14.0 FEET NORTH OF A DIRT
 DU1658'AIRSTRIP AND 2.6 FEET NORTHWEST OF A WITNESS POST.
 DU1658'
 DU1658'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1658'STATE ROUTE 87, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU1658'BASELINE RD. THEN GO EAST ON BASELINE RD. FOR 5 MILES TO VAL VISTA
 DU1658'DRIVE.  TURN LEFT (NORTH) ON VAL VISTA DRIVE FOR 0.5 MILES TO A
 DU1658'DIRT FARM ROAD AND A DIRT AIRPLANE RUNWAY ON THE LEFT (WEST),
 DU1658'TURN LEFT (WEST) AND GO 0.5 MILE TO THE STATION AT THE IRRIGATION
 DU1658'DITCH HEADWALL.
 DU1658'
 DU1658'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1658
 DU1658                          STATION RECOVERY (1981)
 DU1658
 DU1658'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1658'IN MESA.
 DU1658'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1658'ROAD TO THE SUPERSTITION FREEWAY, THENCE 4.5 MI (7.25 KM) WEST TO THE
 DU1658'MARK, 6.5 FT (1.97 METERS) NORTHEAST OF AN IRRIGATION HEADGATE, 2.4 FT
 DU1658'(0.73 METERS ) NORTH OF IRRIGATION HEADWALL, 4.6 FT (1.40 METERS)
 DU1658'SOUTHEAST OF THE EAST EDGE OF CEMENT BRIDGE OVER IRRIGATION DITCH, A
 DU1658'STANDARD AZDT ALUMINUM CAP IN CONCRETE POST 0.3 FT BELOW GOUND LEVEL.
 DU1658
 DU1658                          STATION RECOVERY (1994)
 DU1658
 DU1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1658'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1658
 DU1658                          STATION RECOVERY (2006)
 DU1658
 DU1658'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1658'THE ADJUSTED COORDINATES POINT TO THE CENTER OF THE 32ND STREET BRIDGE
 DU1658'WHERE IT CROSSES THE SUPERSTITION FREEWAY. ALL IRRIGATION FEATURES ARE
 DU1658'NO LONGER LOCATED IN THE IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1659 ***********************************************************************
 DU1659  DESIGNATION -  32ND RM 2
 DU1659  PID         -  DU1659
 DU1659  STATE/COUNTY-  AZ/MARICOPA
 DU1659  USGS QUAD   -  MESA (1982)
 DU1659
 DU1659                         *CURRENT SURVEY CONTROL
 DU1659  ___________________________________________________________________
 DU1659* NAD 83(1986)-  33 23 11.     (N)    111 45 45.     (W)     SCALED    
 DU1659* NAVD 88     -       382.016  (meters)    1253.33   (feet)  ADJUSTED  
 DU1659  ___________________________________________________________________
 DU1659  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1659  DYNAMIC HT  -         381.562 (meters)    1251.84  (feet)  COMP
 DU1659  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1659
 DU1659  VERT ORDER  -  SECOND    CLASS I
 DU1659
 DU1659.The horizontal coordinates were scaled from a topographic map and have
 DU1659.an estimated accuracy of +/- 6 seconds.
 DU1659
 DU1659.The orthometric height was determined by differential leveling
 DU1659.and adjusted by the National Geodetic Survey in January 1998..
 DU1659
 DU1659.The geoid height was determined by GEOID03.
 DU1659
 DU1659.The dynamic height is computed by dividing the NAVD 88
 DU1659.geopotential number by the normal gravity value computed on the
 DU1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1659.degrees latitude (g = 980.6199 gals.).
 DU1659
 DU1659.The modeled gravity was interpolated from observed gravity values.
 DU1659
 DU1659;                    North         East    Units  Estimated Accuracy
 DU1659;SPC AZ C     -   264,610.      227,700.      MT  (+/- 180 meters Scaled)
 DU1659
 DU1659                          SUPERSEDED SURVEY CONTROL
 DU1659
 DU1659  NAVD 88 (11/29/93)  382.001  (m)         1253.28   (f) UNKNOWN     2 1
 DU1659
 DU1659.Superseded values are not recommended for survey control.
 DU1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1659.See file dsdata.txt to determine how the superseded data were derived.
 DU1659
 DU1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290943(NAD 83)
 DU1659_MARKER: DR = REFERENCE MARK DISK
 DU1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1659_SP_SET: CONCRETE POST
 DU1659_STAMPING: 32ND RM 2 1974
 DU1659_MARK LOGO: AZDT  
 DU1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1659+STABILITY: SURFACE MOTION
 DU1659
 DU1659  HISTORY     - Date     Condition        Report By
 DU1659  HISTORY     - 1974     MONUMENTED       AZDT
 DU1659  HISTORY     - 1981     GOOD             AZDT
 DU1659  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1659  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1659
 DU1659                          STATION DESCRIPTION
 DU1659
 DU1659'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1659'IN MESA.
 DU1659'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1659'ROAD TO THE SUPERSTITION FREEWAY, THENCE 4.5 MI (7.25 KM) WEST TO THE
 DU1659'MARK, THE MARK IS 45.21 FEET (13.8 METERS) WEST OF TRAVERSE STATION 32
 DU1659'ND AZDT.
 DU1659
 DU1659                          STATION RECOVERY (1994)
 DU1659
 DU1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1659
 DU1659                          STATION RECOVERY (2006)
 DU1659
 DU1659'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1659'45.21 FEET WEST OF THE ADJUSTED COORDINATES OF TRAVERSE STATION 32 ND
 DU1659'AZDT IS NOW THE SUPERSTITION FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1579 ***********************************************************************
 DV1579  DESIGNATION -  33 A
 DV1579  PID         -  DV1579
 DV1579  STATE/COUNTY-  AZ/LA PAZ
 DV1579  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1579
 DV1579                         *CURRENT SURVEY CONTROL
 DV1579  ___________________________________________________________________
 DV1579* NAD 83(1986)-  33 35 01.     (N)    113 26 49.     (W)     SCALED    
 DV1579* NAVD 88     -       432.93   (+/-2cm)    1420.4    (feet)  VERTCON   
 DV1579  ___________________________________________________________________
 DV1579  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1579
 DV1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1579
 DV1579.The horizontal coordinates were scaled from a topographic map and have
 DV1579.an estimated accuracy of +/- 6 seconds.
 DV1579
 DV1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1579.The vertical order pertains to the NGVD 29 superseded value.
 DV1579
 DV1579.The geoid height was determined by GEOID03.
 DV1579
 DV1579;                    North         East    Units  Estimated Accuracy
 DV1579;SPC AZ W     -   286,520.      241,490.      MT  (+/- 180 meters Scaled)
 DV1579
 DV1579                          SUPERSEDED SURVEY CONTROL
 DV1579
 DV1579  NGVD 29 (??/??/92)  432.248  (m)         1418.13   (f) ADJ UNCH    2 0
 DV1579
 DV1579.Superseded values are not recommended for survey control.
 DV1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1579.See file dsdata.txt to determine how the superseded data were derived.
 DV1579
 DV1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC729186(NAD 83)
 DV1579_MARKER: DD = SURVEY DISK
 DV1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1579_STAMPING: 33 A 1962
 DV1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1579+STABILITY: SURFACE MOTION
 DV1579
 DV1579  HISTORY     - Date     Condition        Report By
 DV1579  HISTORY     - 1962     MONUMENTED       AZHD
 DV1579
 DV1579                          STATION DESCRIPTION
 DV1579
 DV1579'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1579'21.9 MI SE FROM SALOME.
 DV1579'0.5 MILE EAST-SOUTHEAST OF D 413 33 AN ARIZONA HIGHWAY DEPARTMENT
 DV1579'DISK STAMPED 33 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1579'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1579'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0823 ***********************************************************************
 FQ0823  DESIGNATION -  33 BKC
 FQ0823  PID         -  FQ0823
 FQ0823  STATE/COUNTY-  AZ/COCONINO
 FQ0823  USGS QUAD   -  WUPATKI SE (1969)
 FQ0823
 FQ0823                         *CURRENT SURVEY CONTROL
 FQ0823  ___________________________________________________________________
 FQ0823* NAD 83(1986)-  35 33 43.     (N)    111 17 52.     (W)     SCALED    
 FQ0823* NAVD 88     -      1321.582  (meters)    4335.89   (feet)  POSTED    
 FQ0823  ___________________________________________________________________
 FQ0823  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0823  DYNAMIC HT  -        1319.920 (meters)    4330.44  (feet)  COMP
 FQ0823  MODELED GRAV-     979,332.7   (mgal)                       NAVD 88
 FQ0823
 FQ0823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0823
 FQ0823.The horizontal coordinates were scaled from a topographic map and have
 FQ0823.an estimated accuracy of +/- 6 seconds.
 FQ0823
 FQ0823.The orthometric height was determined by differential leveling
 FQ0823.and adjusted by the National Geodetic Survey in 1992..
 FQ0823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0823.rate of 0.0 thru 1.0 mm/km.
 FQ0823
 FQ0823.The geoid height was determined by GEOID03.
 FQ0823
 FQ0823.The dynamic height is computed by dividing the NAVD 88
 FQ0823.geopotential number by the normal gravity value computed on the
 FQ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0823.degrees latitude (g = 980.6199 gals.).
 FQ0823
 FQ0823.The modeled gravity was interpolated from observed gravity values.
 FQ0823
 FQ0823;                    North         East    Units  Estimated Accuracy
 FQ0823;SPC AZ C     -   506,090.      269,460.      MT  (+/- 180 meters Scaled)
 FQ0823
 FQ0823                          SUPERSEDED SURVEY CONTROL
 FQ0823
 FQ0823.No superseded survey control is available for this station.
 FQ0823
 FQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE730354(NAD 83)
 FQ0823_MARKER: DB = BENCH MARK DISK
 FQ0823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0823_SP_SET: COPPER-CLAD STEEL ROD
 FQ0823_STAMPING: 33 BKC 1968
 FQ0823_MARK LOGO: USGS  
 FQ0823_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0823+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0823
 FQ0823  HISTORY     - Date     Condition        Report By
 FQ0823  HISTORY     - 1968     MONUMENTED       USGS
 FQ0823
 FQ0823                          STATION DESCRIPTION
 FQ0823
 FQ0823'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0823'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0823'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0823'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0823'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0823'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0823'3.9 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 43 FEET SOUTH OF
 FQ0823'THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST.  A
 FQ0823'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1648 ***********************************************************************
 DB1648  DESIGNATION -  33 BKC
 DB1648  PID         -  DB1648
 DB1648  STATE/COUNTY-  AZ/YUMA
 DB1648  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1648
 DB1648                         *CURRENT SURVEY CONTROL
 DB1648  ___________________________________________________________________
 DB1648* NAD 83(1992)-  32 26 02.92491(N)    114 36 47.85221(W)     ADJUSTED  
 DB1648* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 DB1648  ___________________________________________________________________
 DB1648  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DB1648  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DB1648
 DB1648  HORZ ORDER  -  THIRD
 DB1648  VERT ORDER  -  THIRD ? (See Below)
 DB1648
 DB1648.The horizontal coordinates were established by classical geodetic methods
 DB1648.and adjusted by the National Geodetic Survey in August 1993..
 DB1648
 DB1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1648.The vertical order pertains to the NGVD 29 superseded value.
 DB1648
 DB1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1648
 DB1648.The geoid height was determined by GEOID03.
 DB1648
 DB1648;                    North         East     Units Scale Factor Converg.
 DB1648;SPC AZ W     -   159,338.248   132,175.617   MT  1.00001458   -0 27 46.9
 DB1648;SPC AZ W     -   522,763.28    433,647.04   iFT  1.00001458   -0 27 46.9
 DB1648;UTM  11      - 3,591,066.675   724,396.353   MT  1.00022098   +1 16 50.2
 DB1648
 DB1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1648!SPC AZ W     -   0.99999753  x   1.00001458  =   1.00001211
 DB1648!UTM  11      -   0.99999753  x   1.00022098  =   1.00021851
 DB1648
 DB1648                          SUPERSEDED SURVEY CONTROL
 DB1648
 DB1648  NAD 83(1986)-  32 26 02.93570(N)    114 36 47.86706(W) AD(       ) 3
 DB1648  NGVD 29 (04/26/91)   49.54   (m)          162.5    (f) LEVELING    3  
 DB1648
 DB1648.Superseded values are not recommended for survey control.
 DB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1648.See file dsdata.txt to determine how the superseded data were derived.
 DB1648
 DB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2439691067(NAD 83)
 DB1648_MARKER: DD = SURVEY DISK
 DB1648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1648
 DB1648  HISTORY     - Date     Condition        Report By
 DB1648  HISTORY     - 1964     MONUMENTED       USGS
 DB1648
 DB1648                          STATION DESCRIPTION
 DB1648
 DB1648'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1648'LOCATED ABOUT 9.9 MI SE. OF SAN LUIS, MEXICO.  ALONG THE UNITED
 DB1648'STATES AND MEXICO BOUNDARY, 9 FT FROM FENCE CORNER.
 DB1648'
 DB1648'TO REACH NOT GIVEN.
 DB1648'
 DB1648'STATION MARK--STANDARD BM TABLET STAMPED---33 BKC 1963---, IN
 DB1648'CONCRETE POST PROJECTING 0.6 FT.
 DB1648'
 DB1648'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1491 ***********************************************************************
 CZ1491  DESIGNATION -  33 DOR
 CZ1491  PID         -  CZ1491
 CZ1491  STATE/COUNTY-  AZ/PIMA
 CZ1491  USGS QUAD   -  TUCSON (1992)
 CZ1491
 CZ1491                         *CURRENT SURVEY CONTROL
 CZ1491  ___________________________________________________________________
 CZ1491* NAD 83(1986)-  32 12 31.     (N)    110 59 21.     (W)     SCALED    
 CZ1491* NAVD 88     -       721.697  (meters)    2367.77   (feet)  ADJUSTED  
 CZ1491  ___________________________________________________________________
 CZ1491  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1491  DYNAMIC HT  -         720.708 (meters)    2364.52  (feet)  COMP
 CZ1491  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 CZ1491
 CZ1491  VERT ORDER  -  FIRST     CLASS II
 CZ1491
 CZ1491.The horizontal coordinates were scaled from a topographic map and have
 CZ1491.an estimated accuracy of +/- 6 seconds.
 CZ1491
 CZ1491.The orthometric height was determined by differential leveling
 CZ1491.and adjusted by the National Geodetic Survey in June 1991..
 CZ1491
 CZ1491.The geoid height was determined by GEOID03.
 CZ1491
 CZ1491.The dynamic height is computed by dividing the NAVD 88
 CZ1491.geopotential number by the normal gravity value computed on the
 CZ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1491.degrees latitude (g = 980.6199 gals.).
 CZ1491
 CZ1491.The modeled gravity was interpolated from observed gravity values.
 CZ1491
 CZ1491;                    North         East    Units  Estimated Accuracy
 CZ1491;SPC AZ C     -   134,380.      300,800.      MT  (+/- 180 meters Scaled)
 CZ1491
 CZ1491                          SUPERSEDED SURVEY CONTROL
 CZ1491
 CZ1491.No superseded survey control is available for this station.
 CZ1491
 CZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA010635(NAD 83)
 CZ1491_MARKER: DB = BENCH MARK DISK
 CZ1491_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1491_SP_SET: ROCK OUTCROP
 CZ1491_STAMPING: 33 DOR 1975
 CZ1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1491+STABILITY: POSITION/ELEVATION WELL
 CZ1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1491+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1491
 CZ1491  HISTORY     - Date     Condition        Report By
 CZ1491  HISTORY     - 1975     MONUMENTED       USGS
 CZ1491  HISTORY     - 1980     GOOD             NGS
 CZ1491  HISTORY     - 19950129 GOOD             USPSQD
 CZ1491  HISTORY     - 19950322 GOOD             USPSQD
 CZ1491  HISTORY     - 19990103 GOOD             USPSQD
 CZ1491  HISTORY     - 20020403 GOOD             USPSQD
 CZ1491  HISTORY     - 20060316 GOOD             USPSQD
 CZ1491
 CZ1491                          STATION DESCRIPTION
 CZ1491
 CZ1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1491'2.9 KM SW FROM TUCSON.
 CZ1491'1.6 KILOMETERS (1.0 MILE) WEST ALONG CONGRESS STREET FROM THE
 CZ1491'VALLEY NATIONAL BANK AT TUCSON, THENCE 1.3 KILOMETERS (0.8 MILE)
 CZ1491'SOUTH ALONG SOUTH GRANDE AVENUE AND AT A ROCK CUT FOR MISSION
 CZ1491'ROAD ON THE SOUTHEAST SIDE OF SENTINEL PEAK. IN TOP OF A SMALL
 CZ1491'FLAT LEDGE ABOUT 0.3 METER (1 FOOT) HIGHER THAN THE ROAD, 1.3
 CZ1491'KILOMETERS (0.8 MILE) NORTHEAST ALONG MISSION ROAD FROM THE T
 CZ1491'JUNCTION OF SILVER LAKE ROAD, 0.2 KILOMETER (0.1 MILE) SOUTHWEST
 CZ1491'OF THE CENTER OF A LONG CURVE, 5.5 METERS (18 FEET) NORTHWEST OF
 CZ1491'THE CENTERLINE OF MISSION ROAD.
 CZ1491'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CZ1491'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1491
 CZ1491                          STATION RECOVERY (1995)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (1995)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (1999)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (2002)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (2006)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1491'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0800 ***********************************************************************
 FQ0800  DESIGNATION -  33 HLS
 FQ0800  PID         -  FQ0800
 FQ0800  STATE/COUNTY-  AZ/NAVAJO
 FQ0800  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0800
 FQ0800                         *CURRENT SURVEY CONTROL
 FQ0800  ___________________________________________________________________
 FQ0800* NAD 83(1986)-  35 02 17.     (N)    110 05 29.     (W)     SCALED    
 FQ0800* NAVD 88     -      1609.803  (meters)    5281.50   (feet)  ADJUSTED  
 FQ0800  ___________________________________________________________________
 FQ0800  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FQ0800  DYNAMIC HT  -        1607.602 (meters)    5274.27  (feet)  COMP
 FQ0800  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 FQ0800
 FQ0800  VERT ORDER  -  THIRD
 FQ0800
 FQ0800.The horizontal coordinates were scaled from a topographic map and have
 FQ0800.an estimated accuracy of +/- 6 seconds.
 FQ0800
 FQ0800.The orthometric height was determined by differential leveling
 FQ0800.and adjusted by the National Geodetic Survey in June 1991..
 FQ0800
 FQ0800.The geoid height was determined by GEOID03.
 FQ0800
 FQ0800.The dynamic height is computed by dividing the NAVD 88
 FQ0800.geopotential number by the normal gravity value computed on the
 FQ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0800.degrees latitude (g = 980.6199 gals.).
 FQ0800
 FQ0800.The modeled gravity was interpolated from observed gravity values.
 FQ0800
 FQ0800;                    North         East    Units  Estimated Accuracy
 FQ0800;SPC AZ E     -   447,800.      220,230.      MT  (+/- 180 meters Scaled)
 FQ0800
 FQ0800                          SUPERSEDED SURVEY CONTROL
 FQ0800
 FQ0800  NGVD 29 (??/??/92) 1608.97   (m)         5278.8    (f) COMPUTED    3 0
 FQ0800
 FQ0800.Superseded values are not recommended for survey control.
 FQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0800.See file dsdata.txt to determine how the superseded data were derived.
 FQ0800
 FQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828776(NAD 83)
 FQ0800_MARKER: DB = BENCH MARK DISK
 FQ0800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0800_SP_SET: COPPER-CLAD STEEL ROD
 FQ0800_STAMPING: 33 HLS 1970 5279
 FQ0800_MARK LOGO: USGS  
 FQ0800_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0800+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0800
 FQ0800  HISTORY     - Date     Condition        Report By
 FQ0800  HISTORY     - 1970     MONUMENTED       USGS
 FQ0800
 FQ0800                          STATION DESCRIPTION
 FQ0800
 FQ0800'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0800'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0800'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 4.6 MILES NORTH ALONG STATE
 FQ0800'HIGHWAY 77, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 FQ0800'EAST OF A FENCE, 3 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0800'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0877 ***********************************************************************
 CG0877  DESIGNATION -  3300.57
 CG0877  PID         -  CG0877
 CG0877  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0877  USGS QUAD   -  TUBAC (1981)
 CG0877
 CG0877                         *CURRENT SURVEY CONTROL
 CG0877  ___________________________________________________________________
 CG0877* NAD 83(1986)-  31 32 36.     (N)    111 02 32.     (W)     SCALED    
 CG0877* NAVD 88     -      1006.903  (meters)    3303.48   (feet)  ADJUSTED  
 CG0877  ___________________________________________________________________
 CG0877  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0877  DYNAMIC HT  -        1005.381 (meters)    3298.49  (feet)  COMP
 CG0877  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 CG0877
 CG0877  VERT ORDER  -  FIRST     CLASS II
 CG0877
 CG0877.The horizontal coordinates were scaled from a topographic map and have
 CG0877.an estimated accuracy of +/- 6 seconds.
 CG0877
 CG0877.The orthometric height was determined by differential leveling
 CG0877.and adjusted by the National Geodetic Survey in June 1991..
 CG0877
 CG0877.The geoid height was determined by GEOID03.
 CG0877
 CG0877.The dynamic height is computed by dividing the NAVD 88
 CG0877.geopotential number by the normal gravity value computed on the
 CG0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0877.degrees latitude (g = 980.6199 gals.).
 CG0877
 CG0877.The modeled gravity was interpolated from observed gravity values.
 CG0877
 CG0877;                    North         East    Units  Estimated Accuracy
 CG0877;SPC AZ C     -    60,570.      296,390.      MT  (+/- 180 meters Scaled)
 CG0877
 CG0877                          SUPERSEDED SURVEY CONTROL
 CG0877
 CG0877.No superseded survey control is available for this station.
 CG0877
 CG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV959898(NAD 83)
 CG0877_MARKER: DB = BENCH MARK DISK
 CG0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0877_SP_SET: HEADWALL
 CG0877_STAMPING: STA 905+50 ELEV 3300.57 78
 CG0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0877+STABILITY: SURFACE MOTION
 CG0877
 CG0877  HISTORY     - Date     Condition        Report By
 CG0877  HISTORY     - 1978     MONUMENTED       AZDT
 CG0877  HISTORY     - 1980     GOOD             NGS
 CG0877  HISTORY     - 19981006 GOOD             USPSQD
 CG0877
 CG0877                          STATION DESCRIPTION
 CG0877
 CG0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0877'2.9 KM SE FROM TUMACACORI.
 CG0877'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0877'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, 0.1
 CG0877'KILOMETER (0.05 MILE) NORTHWEST OF THE ENTRANCE TO THE RANCHO SANTA
 CG0877'CRUZ, IN TOP AND THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF
 CG0877'A THREE 2.75-METER (9-FEET) PIPE CULVERT, 6.5 METERS (21.5 FEET)
 CG0877'NORTHEAST OF THE CENTERLINE OF THE ROAD AND 5.2 METERS (17 FEET)
 CG0877'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CG0877'THE MARK IS 0.2 M BELOW THE ROAD.
 CG0877
 CG0877                          STATION RECOVERY (1998)
 CG0877
 CG0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0252 ***********************************************************************
 DU0252  DESIGNATION -  3306.004
 DU0252  PID         -  DU0252
 DU0252  STATE/COUNTY-  AZ/GILA
 DU0252  USGS QUAD   -  GLOBE (1982)
 DU0252
 DU0252                         *CURRENT SURVEY CONTROL
 DU0252  ___________________________________________________________________
 DU0252* NAD 83(1986)-  33 24 51.     (N)    110 50 05.     (W)     SCALED    
 DU0252* NAVD 88     -      1010.03   (+/-2cm)    3313.7    (feet)  VERTCON   
 DU0252  ___________________________________________________________________
 DU0252  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DU0252
 DU0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0252
 DU0252.The horizontal coordinates were scaled from a topographic map and have
 DU0252.an estimated accuracy of +/- 6 seconds.
 DU0252
 DU0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0252.The vertical order pertains to the NGVD 29 superseded value.
 DU0252
 DU0252.The geoid height was determined by GEOID03.
 DU0252
 DU0252;                    North         East    Units  Estimated Accuracy
 DU0252;SPC AZ E     -   267,880.      151,230.      MT  (+/- 180 meters Scaled)
 DU0252
 DU0252                          SUPERSEDED SURVEY CONTROL
 DU0252
 DU0252  NGVD 29 (??/??/92) 1009.405  (m)         3311.69   (f) ADJ UNCH    2 0
 DU0252
 DU0252.Superseded values are not recommended for survey control.
 DU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0252.See file dsdata.txt to determine how the superseded data were derived.
 DU0252
 DU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB153972(NAD 83)
 DU0252_MARKER: DD = SURVEY DISK
 DU0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0252_SP_SET: HANDRAIL
 DU0252_STAMPING: STA 85+89 EL 3306.004
 DU0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0252
 DU0252  HISTORY     - Date     Condition        Report By
 DU0252  HISTORY     - UNK      MONUMENTED       AZHD
 DU0252  HISTORY     - 1935     GOOD             NGS
 DU0252  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0252
 DU0252                          STATION DESCRIPTION
 DU0252
 DU0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0252'0.5 MI E FROM CLAYPOOL.
 DU0252'0.5 MI E ALONG U.S. HWY NO. 60.  AT THE WEST END OF THE NORTH HAND
 DU0252'RAIL OF A HIGHWAY BRIDGE, AND 3 FT HIGHER THAN THE LEVEL OF THE ROAD.
 DU0252
 DU0252                          STATION RECOVERY (1979)
 DU0252
 DU0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0252'NOTE=BRIDGE HAS BEEN REMOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0593 ***********************************************************************
 ET0593  DESIGNATION -  3308.18
 ET0593  PID         -  ET0593
 ET0593  STATE/COUNTY-  AZ/YAVAPAI
 ET0593  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0593
 ET0593                         *CURRENT SURVEY CONTROL
 ET0593  ___________________________________________________________________
 ET0593* NAD 83(1986)-  34 30 01.     (N)    113 17 34.     (W)     SCALED    
 ET0593* NAVD 88     -      1008.962  (meters)    3310.24   (feet)  POSTED    
 ET0593  ___________________________________________________________________
 ET0593  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 ET0593  DYNAMIC HT  -        1007.730 (meters)    3306.19  (feet)  COMP
 ET0593  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 ET0593
 ET0593  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0593
 ET0593.The horizontal coordinates were scaled from a topographic map and have
 ET0593.an estimated accuracy of +/- 6 seconds.
 ET0593
 ET0593.The orthometric height was determined by differential leveling
 ET0593.and adjusted by the National Geodetic Survey in November 2005..
 ET0593.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0593.rate of 1.1 thru 2.0 mm/km.
 ET0593
 ET0593.The geoid height was determined by GEOID03.
 ET0593
 ET0593.The dynamic height is computed by dividing the NAVD 88
 ET0593.geopotential number by the normal gravity value computed on the
 ET0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0593.degrees latitude (g = 980.6199 gals.).
 ET0593
 ET0593.The modeled gravity was interpolated from observed gravity values.
 ET0593
 ET0593;                    North         East    Units  Estimated Accuracy
 ET0593;SPC AZ C     -   389,000.       86,990.      MT  (+/- 180 meters Scaled)
 ET0593
 ET0593                          SUPERSEDED SURVEY CONTROL
 ET0593
 ET0593  NGVD 29 (??/??/92) 1008.236  (m)         3307.85   (f) ADJ UNCH    1 2
 ET0593
 ET0593.Superseded values are not recommended for survey control.
 ET0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0593.See file dsdata.txt to determine how the superseded data were derived.
 ET0593
 ET0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD894200(NAD 83)
 ET0593_MARKER: Q = CHISELED SQUARE
 ET0593_SETTING: 66 = SET IN ROCK OUTCROP
 ET0593_SP_SET: SMALL OUTCROP
 ET0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0593+STABILITY: POSITION/ELEVATION WELL
 ET0593
 ET0593  HISTORY     - Date     Condition        Report By
 ET0593  HISTORY     - UNK      MONUMENTED       USGS
 ET0593  HISTORY     - 1950     GOOD             NGS
 ET0593
 ET0593                          STATION DESCRIPTION
 ET0593
 ET0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0593'21.0 MI SW FROM BAGDAD.
 ET0593'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0593'AT BAGDAD, THENCE 14.2 MILES WEST ALONG A COUNTY DIRT ROAD, AT THE TOP
 ET0593'OF A GRADE, ABOUT 195 YARDS SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 ET0593'LEADING NORTHWEST, ON THE TOP OF A SMALL OUTCROP, 120 FEET SOUTHEAST
 ET0593'OF THE LARGEST BOULDER AT THE SOUTHEAST EDGE OF A GROUP OF LARGE
 ET0593'BOULDERS, 20 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2
 ET0593'FEET SOUTH OF THE BASE OF A JUNIPER TREE, 1 FOOT NORTHWEST OF A CAIRN,
 ET0593'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0593'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0501 ***********************************************************************
 FR0501  DESIGNATION -  3309.23
 FR0501  PID         -  FR0501
 FR0501  STATE/COUNTY-  AZ/MOHAVE
 FR0501  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0501
 FR0501                         *CURRENT SURVEY CONTROL
 FR0501  ___________________________________________________________________
 FR0501* NAD 83(1986)-  35 16 04.     (N)    113 57 45.     (W)     SCALED    
 FR0501* NAVD 88     -      1009.349  (meters)    3311.51   (feet)  ADJUSTED  
 FR0501  ___________________________________________________________________
 FR0501  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0501  DYNAMIC HT  -        1008.152 (meters)    3307.58  (feet)  COMP
 FR0501  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 FR0501
 FR0501  VERT ORDER  -  FIRST     CLASS II
 FR0501
 FR0501.The horizontal coordinates were scaled from a topographic map and have
 FR0501.an estimated accuracy of +/- 6 seconds.
 FR0501
 FR0501.The orthometric height was determined by differential leveling
 FR0501.and adjusted by the National Geodetic Survey in June 1991..
 FR0501
 FR0501.The geoid height was determined by GEOID03.
 FR0501
 FR0501.The dynamic height is computed by dividing the NAVD 88
 FR0501.geopotential number by the normal gravity value computed on the
 FR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0501.degrees latitude (g = 980.6199 gals.).
 FR0501
 FR0501.The modeled gravity was interpolated from observed gravity values.
 FR0501
 FR0501;                    North         East    Units  Estimated Accuracy
 FR0501;SPC AZ W     -   473,320.      194,030.      MT  (+/- 180 meters Scaled)
 FR0501
 FR0501                          SUPERSEDED SURVEY CONTROL
 FR0501
 FR0501  NGVD 29 (??/??/92) 1008.548  (m)         3308.88   (f) ADJ UNCH    1 2
 FR0501
 FR0501.Superseded values are not recommended for survey control.
 FR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0501.See file dsdata.txt to determine how the superseded data were derived.
 FR0501
 FR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE305067(NAD 83)
 FR0501_MARKER: DD = SURVEY DISK
 FR0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0501_SP_SET: CULVERT
 FR0501_STAMPING: 3309.23 400+00 34
 FR0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0501
 FR0501  HISTORY     - Date     Condition        Report By
 FR0501  HISTORY     - UNK      MONUMENTED       AZHD
 FR0501  HISTORY     - 1945     GOOD             NGS
 FR0501  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0501  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0501  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FR0501
 FR0501                          STATION DESCRIPTION
 FR0501
 FR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0501'IN KINGMAN AIRPORT.
 FR0501'AT KINGMAN AIRPORT, MOHAVE COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 66
 FR0501'AND A PAVED DRIVE LEADING TO THE MAIN GATE, 0.1 MILE NORTHWEST OF THE
 FR0501'MAIN GATE, 95 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVE AT A
 FR0501'24-INCH GALVANIZED PIPE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 FR0501'THE TOP OF THE SOUTHEAST CONCRETE HEADWALL, AND 14.8 FEET SOUTHEAST OF
 FR0501'THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FR0501'STANDARD DISK, STAMPED 3309.23 400+00 34.
 FR0501
 FR0501                          STATION RECOVERY (1968)
 FR0501
 FR0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0501'MARK NOT FOUND.
 FR0501
 FR0501                          STATION RECOVERY (1982)
 FR0501
 FR0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0501'NOT RECOVERED.
 FR0501
 FR0501                          STATION RECOVERY (1995)
 FR0501
 FR0501'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FR0501'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FR0501'PERSON-HOUR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0281 ***********************************************************************
 CY0281  DESIGNATION -  3312+20
 CY0281  PID         -  CY0281
 CY0281  STATE/COUNTY-  AZ/COCHISE
 CY0281  USGS QUAD   -  LUZENA (1979)
 CY0281
 CY0281                         *CURRENT SURVEY CONTROL
 CY0281  ___________________________________________________________________
 CY0281* NAD 83(1986)-  32 19 47.     (N)    109 30 20.     (W)     SCALED    
 CY0281* NAVD 88     -      1161.78   (+/-2cm)    3811.6    (feet)  VERTCON   
 CY0281  ___________________________________________________________________
 CY0281  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0281
 CY0281  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0281
 CY0281.The horizontal coordinates were scaled from a topographic map and have
 CY0281.an estimated accuracy of +/- 6 seconds.
 CY0281
 CY0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0281.The vertical order pertains to the NGVD 29 superseded value.
 CY0281
 CY0281.The geoid height was determined by GEOID03.
 CY0281
 CY0281;                    North         East    Units  Estimated Accuracy
 CY0281;SPC AZ E     -   147,620.      275,600.      MT  (+/- 180 meters Scaled)
 CY0281
 CY0281                          SUPERSEDED SURVEY CONTROL
 CY0281
 CY0281  NGVD 29 (??/??/92) 1161.052  (m)         3809.22   (f) ADJ UNCH    1 2
 CY0281
 CY0281.Superseded values are not recommended for survey control.
 CY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0281.See file dsdata.txt to determine how the superseded data were derived.
 CY0281
 CY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA406779(NAD 83)
 CY0281_MARKER: DD = SURVEY DISK
 CY0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0281_SP_SET: CULVERT
 CY0281_STAMPING: 3809.97 3312+20 1939
 CY0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0281+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0281
 CY0281  HISTORY     - Date     Condition        Report By
 CY0281  HISTORY     - 1939     MONUMENTED       AZHD
 CY0281  HISTORY     - 1952     GOOD             NGS
 CY0281  HISTORY     - 20060320 GOOD             NGS
 CY0281
 CY0281                          STATION DESCRIPTION
 CY0281
 CY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0281'1.2 MI W FROM BOWIE.
 CY0281'0.1 MILE SOUTH ALONG THE STREET TO THE HIGHWAY, THENCE 1.1 MILE WEST
 CY0281'ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT BOWIE, IN A CULVERT AT
 CY0281'THE INTERSECTION OF STATE HIGHWAY 86 AND THE ROAD LEADING TO THE BOWIE
 CY0281'AIRPORT, 210.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO THE
 CY0281'AIRPORT, 20.0 FEET EAST OF A CULVERT SAFETY POST, 18.1/2 FEET SOUTH OF
 CY0281'THE CENTER LINE OF THE HIGHWAY, 4.9 FEET WEST OF THE EAST END OF A
 CY0281'CULVERT, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.
 CY0281
 CY0281                          STATION RECOVERY (2006)
 CY0281
 CY0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0281'ROAD TO AIRPORT IS NOT APPARENT.  MARK IS ON SOUTH SIDE OF BUSINESS
 CY0281'ROUTE 10 (OLD AZ 86) ON APPROACH TO WESTBOUND I-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0502 ***********************************************************************
 FR0502  DESIGNATION -  3312.21
 FR0502  PID         -  FR0502
 FR0502  STATE/COUNTY-  AZ/MOHAVE
 FR0502  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0502
 FR0502                         *CURRENT SURVEY CONTROL
 FR0502  ___________________________________________________________________
 FR0502* NAD 83(1986)-  35 15 58.     (N)    113 57 50.     (W)     SCALED    
 FR0502* NAVD 88     -      1010.254  (meters)    3314.47   (feet)  ADJUSTED  
 FR0502  ___________________________________________________________________
 FR0502  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FR0502  DYNAMIC HT  -        1009.056 (meters)    3310.54  (feet)  COMP
 FR0502  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 FR0502
 FR0502  VERT ORDER  -  FIRST     CLASS II
 FR0502
 FR0502.The horizontal coordinates were scaled from a topographic map and have
 FR0502.an estimated accuracy of +/- 6 seconds.
 FR0502
 FR0502.The orthometric height was determined by differential leveling
 FR0502.and adjusted by the National Geodetic Survey in June 1991..
 FR0502
 FR0502.The geoid height was determined by GEOID03.
 FR0502
 FR0502.The dynamic height is computed by dividing the NAVD 88
 FR0502.geopotential number by the normal gravity value computed on the
 FR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0502.degrees latitude (g = 980.6199 gals.).
 FR0502
 FR0502.The modeled gravity was interpolated from observed gravity values.
 FR0502
 FR0502;                    North         East    Units  Estimated Accuracy
 FR0502;SPC AZ W     -   473,130.      193,900.      MT  (+/- 180 meters Scaled)
 FR0502
 FR0502                          SUPERSEDED SURVEY CONTROL
 FR0502
 FR0502  NGVD 29 (??/??/92) 1009.453  (m)         3311.85   (f) ADJ UNCH    1 2
 FR0502
 FR0502.Superseded values are not recommended for survey control.
 FR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0502.See file dsdata.txt to determine how the superseded data were derived.
 FR0502
 FR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE303065(NAD 83)
 FR0502_MARKER: DD = SURVEY DISK
 FR0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0502_SP_SET: CULVERT
 FR0502_STAMPING: 3312.21 390+12 34
 FR0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0502
 FR0502  HISTORY     - Date     Condition        Report By
 FR0502  HISTORY     - UNK      MONUMENTED       AZHD
 FR0502  HISTORY     - 1945     GOOD             NGS
 FR0502  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0502
 FR0502                          STATION DESCRIPTION
 FR0502
 FR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0502'IN KINGMAN AIRPORT.
 FR0502'AT KINGMAN AIRPORT, MOHAVE COUNTY, 0.2 MILE SOUTHWEST ALONG U.S.
 FR0502'HIGHWAY 66 FROM THE JUNCTION OF A PAVED DRIVE LEADING TO THE MAIN
 FR0502'GATE, AT A LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 FR0502'SOUTHEAST HEADWALL, AND 14.6 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FR0502'HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 FR0502'3312.21 390+12 34.
 FR0502
 FR0502                          STATION RECOVERY (1982)
 FR0502
 FR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0502'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0878 ***********************************************************************
 CG0878  DESIGNATION -  3316.19
 CG0878  PID         -  CG0878
 CG0878  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0878  USGS QUAD   -  TUBAC (1981)
 CG0878
 CG0878                         *CURRENT SURVEY CONTROL
 CG0878  ___________________________________________________________________
 CG0878* NAD 83(1986)-  31 32 12.     (N)    111 02 09.     (W)     SCALED    
 CG0878* NAVD 88     -      1011.600  (meters)    3318.89   (feet)  ADJUSTED  
 CG0878  ___________________________________________________________________
 CG0878  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0878  DYNAMIC HT  -        1010.070 (meters)    3313.87  (feet)  COMP
 CG0878  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 CG0878
 CG0878  VERT ORDER  -  FIRST     CLASS II
 CG0878
 CG0878.The horizontal coordinates were scaled from a topographic map and have
 CG0878.an estimated accuracy of +/- 6 seconds.
 CG0878
 CG0878.The orthometric height was determined by differential leveling
 CG0878.and adjusted by the National Geodetic Survey in June 1991..
 CG0878
 CG0878.The geoid height was determined by GEOID03.
 CG0878
 CG0878.The dynamic height is computed by dividing the NAVD 88
 CG0878.geopotential number by the normal gravity value computed on the
 CG0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0878.degrees latitude (g = 980.6199 gals.).
 CG0878
 CG0878.The modeled gravity was interpolated from observed gravity values.
 CG0878
 CG0878;                    North         East    Units  Estimated Accuracy
 CG0878;SPC AZ C     -    59,830.      297,000.      MT  (+/- 180 meters Scaled)
 CG0878
 CG0878                          SUPERSEDED SURVEY CONTROL
 CG0878
 CG0878.No superseded survey control is available for this station.
 CG0878
 CG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV965890(NAD 83)
 CG0878_MARKER: DB = BENCH MARK DISK
 CG0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0878_SP_SET: HEADWALL
 CG0878_STAMPING: STA. 875+25 3316.19 78
 CG0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0878+STABILITY: SURFACE MOTION
 CG0878
 CG0878  HISTORY     - Date     Condition        Report By
 CG0878  HISTORY     - 1978     MONUMENTED       AZDT
 CG0878  HISTORY     - 1980     GOOD             NGS
 CG0878  HISTORY     - 19981006 GOOD             USPSQD
 CG0878
 CG0878                          STATION DESCRIPTION
 CG0878
 CG0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0878'3.9 KM SE FROM TUMACACORI.
 CG0878'3.9 KILOMETERS (2.4 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0878'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, AT A
 CG0878'7-CHANNEL PIPE CULVERT, IN TOP AND THE CENTER OF THE NORTHEAST
 CG0878'HEADWALL, 8.1 METERS (26.5 FEET) NORTHEAST OF THE CENTERLINE OF
 CG0878'THE ROAD AND 9.0 METERS (29.5 FEET) NORTHWEST OF THE SOUTHEAST END
 CG0878'OF THE HEADWALL.
 CG0878'THE MARK IS 1 M BELOW THE ROAD.
 CG0878
 CG0878                          STATION RECOVERY (1998)
 CG0878
 CG0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0469 ***********************************************************************
 ES0469  DESIGNATION -  3321.5
 ES0469  PID         -  ES0469
 ES0469  STATE/COUNTY-  AZ/YAVAPAI
 ES0469  USGS QUAD   -  CORNVILLE (1968)
 ES0469
 ES0469                         *CURRENT SURVEY CONTROL
 ES0469  ___________________________________________________________________
 ES0469* NAD 83(1986)-  34 38 36.     (N)    111 56 59.     (W)     SCALED    
 ES0469* NAVD 88     -      1013.438  (meters)    3324.92   (feet)  ADJUSTED  
 ES0469  ___________________________________________________________________
 ES0469  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ES0469  DYNAMIC HT  -        1012.157 (meters)    3320.72  (feet)  COMP
 ES0469  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 ES0469
 ES0469  VERT ORDER  -  FIRST     CLASS II
 ES0469
 ES0469.The horizontal coordinates were scaled from a topographic map and have
 ES0469.an estimated accuracy of +/- 6 seconds.
 ES0469
 ES0469.The orthometric height was determined by differential leveling
 ES0469.and adjusted by the National Geodetic Survey in June 1991..
 ES0469
 ES0469.The geoid height was determined by GEOID03.
 ES0469
 ES0469.The dynamic height is computed by dividing the NAVD 88
 ES0469.geopotential number by the normal gravity value computed on the
 ES0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0469.degrees latitude (g = 980.6199 gals.).
 ES0469
 ES0469.The modeled gravity was interpolated from observed gravity values.
 ES0469
 ES0469;                    North         East    Units  Estimated Accuracy
 ES0469;SPC AZ C     -   404,010.      210,330.      MT  (+/- 180 meters Scaled)
 ES0469
 ES0469                          SUPERSEDED SURVEY CONTROL
 ES0469
 ES0469  NGVD 29 (??/??/92) 1012.709  (m)         3322.53   (f) ADJ UNCH    1 2
 ES0469
 ES0469.Superseded values are not recommended for survey control.
 ES0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0469.See file dsdata.txt to determine how the superseded data were derived.
 ES0469
 ES0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD129339(NAD 83)
 ES0469_MARKER: Q = CHISELED SQUARE
 ES0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0469_SP_SET: CULVERT
 ES0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0469
 ES0469  HISTORY     - Date     Condition        Report By
 ES0469  HISTORY     - UNK      MONUMENTED       USGS
 ES0469  HISTORY     - 1933     GOOD             NGS
 ES0469
 ES0469                          STATION DESCRIPTION
 ES0469
 ES0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0469'9.0 MI NW FROM CAMP VERDE.
 ES0469'9.0 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM CAMP
 ES0469'VERDE, YAVAPAI COUNTY, 2.9 MILES NORTHWEST OF THE OLD AULTMAN STORE,
 ES0469'AT A CULVERT, ON THE TOP OF THE WEST HEADWALL, AND 8 INCHES SOUTH OF
 ES0469'THE NORTH END OF THE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1258 ***********************************************************************
 DU1258  DESIGNATION -  3323 RESET
 DU1258  PID         -  DU1258
 DU1258  STATE/COUNTY-  AZ/GILA
 DU1258  USGS QUAD   -  GLOBE (1982)
 DU1258
 DU1258                         *CURRENT SURVEY CONTROL
 DU1258  ___________________________________________________________________
 DU1258* NAD 83(1986)-  33 24 57.     (N)    110 49 40.     (W)     SCALED    
 DU1258* NAVD 88     -      1010.699  (meters)    3315.93   (feet)  ADJUSTED  
 DU1258  ___________________________________________________________________
 DU1258  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU1258  DYNAMIC HT  -        1009.333 (meters)    3311.45  (feet)  COMP
 DU1258  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 DU1258
 DU1258  VERT ORDER  -  FIRST     CLASS II
 DU1258
 DU1258.The horizontal coordinates were scaled from a topographic map and have
 DU1258.an estimated accuracy of +/- 6 seconds.
 DU1258
 DU1258.The orthometric height was determined by differential leveling
 DU1258.and adjusted by the National Geodetic Survey in June 1991..
 DU1258
 DU1258.The geoid height was determined by GEOID03.
 DU1258
 DU1258.The dynamic height is computed by dividing the NAVD 88
 DU1258.geopotential number by the normal gravity value computed on the
 DU1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1258.degrees latitude (g = 980.6199 gals.).
 DU1258
 DU1258.The modeled gravity was interpolated from observed gravity values.
 DU1258
 DU1258;                    North         East    Units  Estimated Accuracy
 DU1258;SPC AZ E     -   268,060.      151,870.      MT  (+/- 180 meters Scaled)
 DU1258
 DU1258                          SUPERSEDED SURVEY CONTROL
 DU1258
 DU1258.No superseded survey control is available for this station.
 DU1258
 DU1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB160974(NAD 83)
 DU1258_MARKER: DB = BENCH MARK DISK
 DU1258_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DU1258_SP_SET: UNSPECIFIED DEEP
 DU1258_STAMPING: 1M 1944 3323 RESET 1966
 DU1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1258+STABILITY: SURFACE MOTION
 DU1258
 DU1258  HISTORY     - Date     Condition        Report By
 DU1258  HISTORY     - 1966     MONUMENTED       USGS
 DU1258  HISTORY     - 1979     GOOD             NGS
 DU1258  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1258
 DU1258                          STATION DESCRIPTION
 DU1258
 DU1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1258'4.7 MI NW FROM GLOBE.
 DU1258'4.7 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAY 60 AND 70 FROM
 DU1258'THE GILA COUNTY COURTHOUSE IN GLOBE, AT THE JUNCTION OF STATE
 DU1258'HIGHWAY 88, 414 FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 DU1258'204 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,  195 FEET
 DU1258'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE CULVERT
 DU1258'UNDER THE HIGHWAY, 45 FEET NORTHWEST OF HIGHLINE POLE NUMBER 15,
 DU1258'AND 10.5 FEET NORTHWEST OF POWERLINE POLE NUMBER GK424 21A46G2.
 DU1258'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 DU1258'THE MARK IS 15 FT BELOW THE HIGHWAY.
 DU1258
 DU1258                          STATION RECOVERY (1995)
 DU1258
 DU1258'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0253 ***********************************************************************
 DU0253  DESIGNATION -  3333
 DU0253  PID         -  DU0253
 DU0253  STATE/COUNTY-  AZ/GILA
 DU0253  USGS QUAD   -  GLOBE (1982)
 DU0253
 DU0253                         *CURRENT SURVEY CONTROL
 DU0253  ___________________________________________________________________
 DU0253* NAD 83(1986)-  33 24 40.     (N)    110 50 34.     (W)     SCALED    
 DU0253* NAVD 88     -      1016.69   (+/-2cm)    3335.6    (feet)  VERTCON   
 DU0253  ___________________________________________________________________
 DU0253  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DU0253
 DU0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0253
 DU0253.The horizontal coordinates were scaled from a topographic map and have
 DU0253.an estimated accuracy of +/- 6 seconds.
 DU0253
 DU0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0253.The vertical order pertains to the NGVD 29 superseded value.
 DU0253
 DU0253.The geoid height was determined by GEOID03.
 DU0253
 DU0253;                    North         East    Units  Estimated Accuracy
 DU0253;SPC AZ E     -   267,550.      150,480.      MT  (+/- 180 meters Scaled)
 DU0253
 DU0253                          SUPERSEDED SURVEY CONTROL
 DU0253
 DU0253  NGVD 29 (??/??/92) 1016.060  (m)         3333.52   (f) ADJ UNCH    2 0
 DU0253
 DU0253.Superseded values are not recommended for survey control.
 DU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0253.See file dsdata.txt to determine how the superseded data were derived.
 DU0253
 DU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB146968(NAD 83)
 DU0253_MARKER: DD = SURVEY DISK
 DU0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0253_SP_SET: HANDRAIL
 DU0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0253
 DU0253  HISTORY     - Date     Condition        Report By
 DU0253  HISTORY     - UNK      MONUMENTED       AZHD
 DU0253  HISTORY     - 1935     GOOD             NGS
 DU0253  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0253
 DU0253                          STATION DESCRIPTION
 DU0253
 DU0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0253'IN CLAY POOL.
 DU0253'AT THE CONCRETE HIGHWAY BRIDGE ON U.S. HWY NO. 60, NEAR JUNE LODGE, ON
 DU0253'THE WEST END OF THE NORTH HANDRAIL.
 DU0253
 DU0253                          STATION RECOVERY (1979)
 DU0253
 DU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0253'NOTE=BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0406 ***********************************************************************
 ET0406  DESIGNATION -  3345
 ET0406  PID         -  ET0406
 ET0406  STATE/COUNTY-  AZ/YAVAPAI
 ET0406  USGS QUAD   -  CONGRESS (1969)
 ET0406
 ET0406                         *CURRENT SURVEY CONTROL
 ET0406  ___________________________________________________________________
 ET0406* NAD 83(1986)-  34 14 29.     (N)    112 52 03.     (W)     SCALED    
 ET0406* NAVD 88     -      1022.753  (meters)    3355.48   (feet)  POSTED    
 ET0406  ___________________________________________________________________
 ET0406  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET0406  DYNAMIC HT  -        1021.460 (meters)    3351.24  (feet)  COMP
 ET0406  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 ET0406
 ET0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0406
 ET0406.The horizontal coordinates were scaled from a topographic map and have
 ET0406.an estimated accuracy of +/- 6 seconds.
 ET0406
 ET0406.The orthometric height was determined by differential leveling
 ET0406.and adjusted by the National Geodetic Survey in November 2005..
 ET0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0406.rate of 1.1 thru 2.0 mm/km.
 ET0406
 ET0406.The geoid height was determined by GEOID03.
 ET0406
 ET0406.The dynamic height is computed by dividing the NAVD 88
 ET0406.geopotential number by the normal gravity value computed on the
 ET0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0406.degrees latitude (g = 980.6199 gals.).
 ET0406
 ET0406.The modeled gravity was interpolated from observed gravity values.
 ET0406
 ET0406;                    North         East    Units  Estimated Accuracy
 ET0406;SPC AZ C     -   359,840.      125,770.      MT  (+/- 180 meters Scaled)
 ET0406
 ET0406                          SUPERSEDED SURVEY CONTROL
 ET0406
 ET0406  NGVD 29 (??/??/92) 1022.038  (m)         3353.14   (f) ADJ UNCH    2 0
 ET0406
 ET0406.Superseded values are not recommended for survey control.
 ET0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0406.See file dsdata.txt to determine how the superseded data were derived.
 ET0406
 ET0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC280904(NAD 83)
 ET0406_MARKER: P = PIPE CAP
 ET0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0406
 ET0406  HISTORY     - Date     Condition        Report By
 ET0406  HISTORY     - UNK      MONUMENTED       USGS
 ET0406  HISTORY     - 1933     GOOD             NGS
 ET0406
 ET0406                          STATION DESCRIPTION
 ET0406
 ET0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0406'6.7 MI S FROM DATE.
 ET0406'IRON POST, AT SIDE OF A.T. AND S.F. RY., 0.2 MILES NORTH OF STATION
 ET0406'SIGN PIEDMONT, ON TOP OF ROUND KNOLL, 200 FEET NORTHEAST OF RAILROAD
 ET0406'CENTER-LINE, 90 FEET WEST OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1556 ***********************************************************************
 CZ1556  DESIGNATION -  3353+97
 CZ1556  PID         -  CZ1556
 CZ1556  STATE/COUNTY-  AZ/PINAL
 CZ1556  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1556
 CZ1556                         *CURRENT SURVEY CONTROL
 CZ1556  ___________________________________________________________________
 CZ1556* NAD 83(1986)-  32 49 20.     (N)    111 41 29.     (W)     SCALED    
 CZ1556* NAVD 88     -       449.07   (+/-2cm)    1473.3    (feet)  VERTCON   
 CZ1556  ___________________________________________________________________
 CZ1556  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1556
 CZ1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1556
 CZ1556.The horizontal coordinates were scaled from a topographic map and have
 CZ1556.an estimated accuracy of +/- 6 seconds.
 CZ1556
 CZ1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1556.The vertical order pertains to the NGVD 29 superseded value.
 CZ1556
 CZ1556.The geoid height was determined by GEOID03.
 CZ1556
 CZ1556;                    North         East    Units  Estimated Accuracy
 CZ1556;SPC AZ C     -   202,060.      234,450.      MT  (+/- 180 meters Scaled)
 CZ1556
 CZ1556                          SUPERSEDED SURVEY CONTROL
 CZ1556
 CZ1556  NGVD 29 (??/??/92)  448.526  (m)         1471.54   (f) ADJ UNCH    1 2
 CZ1556
 CZ1556.Superseded values are not recommended for survey control.
 CZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1556.See file dsdata.txt to determine how the superseded data were derived.
 CZ1556
 CZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352317(NAD 83)
 CZ1556_MARKER: DD = SURVEY DISK
 CZ1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1556_SP_SET: POST
 CZ1556_STAMPING: 3353+97
 CZ1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1556
 CZ1556  HISTORY     - Date     Condition        Report By
 CZ1556  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556
 CZ1556                          STATION DESCRIPTION
 CZ1556
 CZ1556'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'6 MI SE FROM CASA BLANCA.
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
 CZ1556
 CZ1556                          STATION RECOVERY (1975)
 CZ1556
 CZ1556'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
 CZ1556
 CZ1556                          STATION RECOVERY (1975)
 CZ1556
 CZ1556'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0600 ***********************************************************************
 CG0600  DESIGNATION -  3355.64
 CG0600  PID         -  CG0600
 CG0600  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0600  USGS QUAD   -  TUBAC (1981)
 CG0600
 CG0600                         *CURRENT SURVEY CONTROL
 CG0600  ___________________________________________________________________
 CG0600* NAD 83(1986)-  31 31 34.     (N)    111 01 21.     (W)     SCALED    
 CG0600* NAVD 88     -      1023.55   (+/-2cm)    3358.1    (feet)  VERTCON   
 CG0600  ___________________________________________________________________
 CG0600  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0600
 CG0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0600
 CG0600.The horizontal coordinates were scaled from a topographic map and have
 CG0600.an estimated accuracy of +/- 6 seconds.
 CG0600
 CG0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0600.The vertical order pertains to the NGVD 29 superseded value.
 CG0600
 CG0600.The geoid height was determined by GEOID03.
 CG0600
 CG0600;                    North         East    Units  Estimated Accuracy
 CG0600;SPC AZ C     -    58,670.      298,280.      MT  (+/- 180 meters Scaled)
 CG0600
 CG0600                          SUPERSEDED SURVEY CONTROL
 CG0600
 CG0600  NGVD 29 (??/??/92) 1022.694  (m)         3355.29   (f) ADJ UNCH    2 0
 CG0600
 CG0600.Superseded values are not recommended for survey control.
 CG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0600.See file dsdata.txt to determine how the superseded data were derived.
 CG0600
 CG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV978879(NAD 83)
 CG0600_MARKER: DD = SURVEY DISK
 CG0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0600_SP_SET: BRIDGE
 CG0600_STAMPING: 3355.64 818-79.90 1951
 CG0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0600
 CG0600  HISTORY     - Date     Condition        Report By
 CG0600  HISTORY     - 1951     MONUMENTED       AZHD
 CG0600  HISTORY     - 1959     GOOD             NGS
 CG0600  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0600
 CG0600                          STATION DESCRIPTION
 CG0600
 CG0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0600'14.0 MI N FROM NOGALES.
 CG0600'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0600'RAILROAD TRACKS, THENCE 14.1 MILES NORTH ALONG U.S. HIGHWAY 89, 0.45
 CG0600'MILE NORTH OF MILEPOST 15, 22 FEET WEST OF THE CENTER OF THE HIGHWAY,
 CG0600'CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 7 FOOT CONCRETE
 CG0600'BRIDGE.
 CG0600
 CG0600                          STATION RECOVERY (1980)
 CG0600
 CG0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0600'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  BELIEVED DESTROYED BY
 CG0600'CONSTRUCTION OF INTERSTATE 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0171 ***********************************************************************
 ES0171  DESIGNATION -  336+00
 ES0171  PID         -  ES0171
 ES0171  STATE/COUNTY-  AZ/NAVAJO
 ES0171  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0171
 ES0171                         *CURRENT SURVEY CONTROL
 ES0171  ___________________________________________________________________
 ES0171* NAD 83(1986)-  34 15 34.     (N)    110 00 11.     (W)     SCALED    
 ES0171* NAVD 88     -      1957.928  (meters)    6423.64   (feet)  ADJUSTED  
 ES0171  ___________________________________________________________________
 ES0171  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0171  DYNAMIC HT  -        1955.014 (meters)    6414.08  (feet)  COMP
 ES0171  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 ES0171
 ES0171  VERT ORDER  -  FIRST     CLASS II
 ES0171
 ES0171.The horizontal coordinates were scaled from a topographic map and have
 ES0171.an estimated accuracy of +/- 6 seconds.
 ES0171
 ES0171.The orthometric height was determined by differential leveling
 ES0171.and adjusted by the National Geodetic Survey in June 1991..
 ES0171
 ES0171.The geoid height was determined by GEOID03.
 ES0171
 ES0171.The dynamic height is computed by dividing the NAVD 88
 ES0171.geopotential number by the normal gravity value computed on the
 ES0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0171.degrees latitude (g = 980.6199 gals.).
 ES0171
 ES0171.The modeled gravity was interpolated from observed gravity values.
 ES0171
 ES0171;                    North         East    Units  Estimated Accuracy
 ES0171;SPC AZ E     -   361,440.      228,430.      MT  (+/- 180 meters Scaled)
 ES0171
 ES0171                          SUPERSEDED SURVEY CONTROL
 ES0171
 ES0171  NGVD 29 (??/??/92) 1957.002  (m)         6420.60   (f) ADJ UNCH    1 2
 ES0171
 ES0171.Superseded values are not recommended for survey control.
 ES0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0171.See file dsdata.txt to determine how the superseded data were derived.
 ES0171
 ES0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC917913(NAD 83)
 ES0171_MARKER: DD = SURVEY DISK
 ES0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0171_STAMPING: 336+00 6228.60 1935
 ES0171_MARK LOGO: BPR   
 ES0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0171
 ES0171  HISTORY     - Date     Condition        Report By
 ES0171  HISTORY     - 1935     MONUMENTED       BPR
 ES0171  HISTORY     - 1972     GOOD             USGS
 ES0171  HISTORY     - 1983     GOOD             NGS
 ES0171
 ES0171                          STATION DESCRIPTION
 ES0171
 ES0171'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0171'1.9 MI E FROM SHOW LOW.
 ES0171'FROM THE SHOW LOW P.O. 1.9 MI. E. OF ALONG US 60 HIGHWAY TO T ROAD N.
 ES0171'(ACCESS TO SHOW LOW AIRPORT).  BM IS 66 FT. S. OF CENTERLINE HIGHWAY
 ES0171'AND 105 FT. SE OF CENTER OF INTERSECTION, 35 FT. N. OF R/W FENCE, 0.8
 ES0171'FT. S. OF METAL WITNESS POST, AND LEVEL WITH HIGHWAY OPPOSITE.  BM IS
 ES0171'A STANDARD USBPR DISK SET IN 2 IN. IRON PIPE PROJECTING 10 IN.
 ES0171
 ES0171                          STATION RECOVERY (1983)
 ES0171
 ES0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1753 ***********************************************************************
 DU1753  DESIGNATION -  336+01.89
 DU1753  PID         -  DU1753
 DU1753  STATE/COUNTY-  AZ/MARICOPA
 DU1753  USGS QUAD   -  CURRYS CORNER (1982)
 DU1753
 DU1753                         *CURRENT SURVEY CONTROL
 DU1753  ___________________________________________________________________
 DU1753* NAD 83(1986)-  33 39 07.     (N)    111 57 51.     (W)     SCALED    
 DU1753* NAVD 88     -       466.266  (meters)    1529.74   (feet)  ADJUSTED  
 DU1753  ___________________________________________________________________
 DU1753  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1753  DYNAMIC HT  -         465.710 (meters)    1527.92  (feet)  COMP
 DU1753  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 DU1753
 DU1753  VERT ORDER  -  SECOND    CLASS I
 DU1753
 DU1753.The horizontal coordinates were scaled from a topographic map and have
 DU1753.an estimated accuracy of +/- 6 seconds.
 DU1753
 DU1753.The orthometric height was determined by differential leveling
 DU1753.and adjusted by the National Geodetic Survey in November 1993..
 DU1753
 DU1753.The geoid height was determined by GEOID03.
 DU1753
 DU1753.The dynamic height is computed by dividing the NAVD 88
 DU1753.geopotential number by the normal gravity value computed on the
 DU1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1753.degrees latitude (g = 980.6199 gals.).
 DU1753
 DU1753.The modeled gravity was interpolated from observed gravity values.
 DU1753
 DU1753;                    North         East    Units  Estimated Accuracy
 DU1753;SPC AZ C     -   294,050.      208,950.      MT  (+/- 180 meters Scaled)
 DU1753
 DU1753                          SUPERSEDED SURVEY CONTROL
 DU1753
 DU1753.No superseded survey control is available for this station.
 DU1753
 DU1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105239(NAD 83)
 DU1753_MARKER: DD = SURVEY DISK
 DU1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1753_SP_SET: CONCRETE POST
 DU1753_STAMPING: 336+01.89
 DU1753_MARK LOGO: BOR   
 DU1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1753+STABILITY: SURFACE MOTION
 DU1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1753+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1753
 DU1753  HISTORY     - Date     Condition        Report By
 DU1753  HISTORY     - UNK      MONUMENTED       BOR
 DU1753  HISTORY     - 1984     GOOD             AZDT
 DU1753  HISTORY     - 20040628 GOOD             CAP
 DU1753
 DU1753                          STATION DESCRIPTION
 DU1753
 DU1753'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1753'IN PHOENIX.
 DU1753'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1753'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1753'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1753'FENCE OF THE CANAL FOR 7.08 KM (4.40 MI) TO THE MARK, 6.10 METERS
 DU1753'(20.0 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.1 METERS
 DU1753'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1753'CONCRETE POST.
 DU1753
 DU1753                          STATION RECOVERY (2004)
 DU1753
 DU1753'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0417 ***********************************************************************
 ET0417  DESIGNATION -  3367
 ET0417  PID         -  ET0417
 ET0417  STATE/COUNTY-  AZ/YAVAPAI
 ET0417  USGS QUAD   -  DATE (1969)
 ET0417
 ET0417                         *CURRENT SURVEY CONTROL
 ET0417  ___________________________________________________________________
 ET0417* NAD 83(1986)-  34 18 32.     (N)    112 55 04.     (W)     SCALED    
 ET0417* NAVD 88     -      1029.497  (meters)    3377.61   (feet)  POSTED    
 ET0417  ___________________________________________________________________
 ET0417  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ET0417  DYNAMIC HT  -        1028.190 (meters)    3373.32  (feet)  COMP
 ET0417  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 ET0417
 ET0417  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0417
 ET0417.The horizontal coordinates were scaled from a topographic map and have
 ET0417.an estimated accuracy of +/- 6 seconds.
 ET0417
 ET0417.The orthometric height was determined by differential leveling
 ET0417.and adjusted by the National Geodetic Survey in November 2005..
 ET0417.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0417.rate of 1.1 thru 2.0 mm/km.
 ET0417
 ET0417.The geoid height was determined by GEOID03.
 ET0417
 ET0417.The dynamic height is computed by dividing the NAVD 88
 ET0417.geopotential number by the normal gravity value computed on the
 ET0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0417.degrees latitude (g = 980.6199 gals.).
 ET0417
 ET0417.The modeled gravity was interpolated from observed gravity values.
 ET0417
 ET0417;                    North         East    Units  Estimated Accuracy
 ET0417;SPC AZ C     -   367,370.      121,220.      MT  (+/- 180 meters Scaled)
 ET0417
 ET0417                          SUPERSEDED SURVEY CONTROL
 ET0417
 ET0417  NGVD 29 (??/??/92) 1028.781  (m)         3375.26   (f) ADJ UNCH    2 0
 ET0417
 ET0417.Superseded values are not recommended for survey control.
 ET0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0417.See file dsdata.txt to determine how the superseded data were derived.
 ET0417
 ET0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC235980(NAD 83)
 ET0417_MARKER: P = PIPE CAP
 ET0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0417
 ET0417  HISTORY     - Date     Condition        Report By
 ET0417  HISTORY     - UNK      MONUMENTED       USGS
 ET0417  HISTORY     - 1933     GOOD             NGS
 ET0417
 ET0417                          STATION DESCRIPTION
 ET0417
 ET0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0417'IN DATE.
 ET0417'NEAR SOUTH END OF SIDING.  IRON POST, 0.2 MILES NORTHWEST OF STEEL
 ET0417'WATER TOWER, 1000 FEET NORTHWEST OF COTTONWOOD CREEK, ON TOP OF KNOLL,
 ET0417'150 FEET SOUTHWEST OF RAILROAD CENTER-LINE, 150 FEET NORTHEAST OF
 ET0417'COUNTY ROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0472 ***********************************************************************
 ES0472  DESIGNATION -  3370.2
 ES0472  PID         -  ES0472
 ES0472  STATE/COUNTY-  AZ/YAVAPAI
 ES0472  USGS QUAD   -  CORNVILLE (1968)
 ES0472
 ES0472                         *CURRENT SURVEY CONTROL
 ES0472  ___________________________________________________________________
 ES0472* NAD 83(1986)-  34 39 42.     (N)    111 58 22.     (W)     SCALED    
 ES0472* NAVD 88     -      1028.261  (meters)    3373.55   (feet)  ADJUSTED  
 ES0472  ___________________________________________________________________
 ES0472  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 ES0472  DYNAMIC HT  -        1026.958 (meters)    3369.28  (feet)  COMP
 ES0472  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 ES0472
 ES0472  VERT ORDER  -  FIRST     CLASS II
 ES0472
 ES0472.The horizontal coordinates were scaled from a topographic map and have
 ES0472.an estimated accuracy of +/- 6 seconds.
 ES0472
 ES0472.The orthometric height was determined by differential leveling
 ES0472.and adjusted by the National Geodetic Survey in June 1991..
 ES0472
 ES0472.The geoid height was determined by GEOID03.
 ES0472
 ES0472.The dynamic height is computed by dividing the NAVD 88
 ES0472.geopotential number by the normal gravity value computed on the
 ES0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0472.degrees latitude (g = 980.6199 gals.).
 ES0472
 ES0472.The modeled gravity was interpolated from observed gravity values.
 ES0472
 ES0472;                    North         East    Units  Estimated Accuracy
 ES0472;SPC AZ C     -   406,050.      208,220.      MT  (+/- 180 meters Scaled)
 ES0472
 ES0472                          SUPERSEDED SURVEY CONTROL
 ES0472
 ES0472  NGVD 29 (??/??/92) 1027.523  (m)         3371.13   (f) ADJ UNCH    1 2
 ES0472
 ES0472.Superseded values are not recommended for survey control.
 ES0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0472.See file dsdata.txt to determine how the superseded data were derived.
 ES0472
 ES0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD108359(NAD 83)
 ES0472_MARKER: O = CHISELED CIRCLE
 ES0472_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0472_SP_SET: UNSPEC. ROCK
 ES0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0472
 ES0472  HISTORY     - Date     Condition        Report By
 ES0472  HISTORY     - UNK      MONUMENTED       USGS
 ES0472  HISTORY     - 1933     GOOD             NGS
 ES0472
 ES0472                          STATION DESCRIPTION
 ES0472
 ES0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0472'8.2 MI SE FROM COTTONWOOD.
 ES0472'AT SIDE OF HIGHWAY, 4.9 MILES NORTHWEST OF OLD AULTMAN STORE, NORTH
 ES0472'SIDE OF LARGE WASH, 30 FEET WEST OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0472'ROCK PAINTED U.S.B.M. 3370.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0522 ***********************************************************************
 FR0522  DESIGNATION -  3371
 FR0522  PID         -  FR0522
 FR0522  STATE/COUNTY-  AZ/MOHAVE
 FR0522  USGS QUAD   -  ANTARES (1980)
 FR0522
 FR0522                         *CURRENT SURVEY CONTROL
 FR0522  ___________________________________________________________________
 FR0522* NAD 83(1986)-  35 25 39.     (N)    113 46 03.     (W)     SCALED    
 FR0522* NAVD 88     -      1028.222  (meters)    3373.43   (feet)  POSTED    
 FR0522  ___________________________________________________________________
 FR0522  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0522  DYNAMIC HT  -        1027.010 (meters)    3369.45  (feet)  COMP
 FR0522  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 FR0522
 FR0522  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0522
 FR0522.The horizontal coordinates were scaled from a topographic map and have
 FR0522.an estimated accuracy of +/- 6 seconds.
 FR0522
 FR0522.The orthometric height was determined by differential leveling
 FR0522.and adjusted by the National Geodetic Survey in 1992..
 FR0522.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0522.rate of 1.1 thru 2.0 mm/km.
 FR0522
 FR0522.The geoid height was determined by GEOID03.
 FR0522
 FR0522.The dynamic height is computed by dividing the NAVD 88
 FR0522.geopotential number by the normal gravity value computed on the
 FR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0522.degrees latitude (g = 980.6199 gals.).
 FR0522
 FR0522.The modeled gravity was interpolated from observed gravity values.
 FR0522
 FR0522;                    North         East    Units  Estimated Accuracy
 FR0522;SPC AZ W     -   491,020.      211,770.      MT  (+/- 180 meters Scaled)
 FR0522
 FR0522                          SUPERSEDED SURVEY CONTROL
 FR0522
 FR0522  NGVD 29 (??/??/92) 1027.427  (m)         3370.82   (f) ADJ UNCH    1 1
 FR0522
 FR0522.Superseded values are not recommended for survey control.
 FR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0522.See file dsdata.txt to determine how the superseded data were derived.
 FR0522
 FR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE487239(NAD 83)
 FR0522_MARKER: DD = SURVEY DISK
 FR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0522_STAMPING: 3371 1920
 FR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0522+STABILITY: SURFACE MOTION
 FR0522
 FR0522  HISTORY     - Date     Condition        Report By
 FR0522  HISTORY     - 1920     MONUMENTED       USGS
 FR0522  HISTORY     - 1940     GOOD             NGS
 FR0522  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0522
 FR0522                          STATION DESCRIPTION
 FR0522
 FR0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0522'4.7 MI N FROM HACKBERRY.
 FR0522'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0522'HACKBERRY, PROCEED NORTHWARD ALONG THE ROAD TOWARD PIERCES FERRY, GO
 FR0522'4.7 MILES.  BENCH MARK IS 0.1 MILE WEST OF A RESERVOIR. 36 FEET WEST
 FR0522'OF THE CENTER LINE OF THE ROAD. 2.6 FEET EAST OF A 4 X 4 INCH WHITE
 FR0522'WOODEN POST PROJECTING 2.0 FEET.  A U S GEOLOGICAL DISK IN CONCRETE
 FR0522'POST FLUSH WITH THE GROUND AND SURROUNDED BY SMALL ROCKS.
 FR0522
 FR0522                          STATION RECOVERY (1982)
 FR0522
 FR0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0522'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0779 ***********************************************************************
 CG0779  DESIGNATION -  3376.2
 CG0779  PID         -  CG0779
 CG0779  STATE/COUNTY-  AZ/PIMA
 CG0779  USGS QUAD   -  FRESNO WASH (1982)
 CG0779
 CG0779                         *CURRENT SURVEY CONTROL
 CG0779  ___________________________________________________________________
 CG0779* NAD 83(1986)-  31 49 05.     (N)    111 29 20.     (W)     SCALED    
 CG0779* NAVD 88     -      1029.65   (+/-2cm)    3378.1    (feet)  VERTCON   
 CG0779  ___________________________________________________________________
 CG0779  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CG0779
 CG0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0779
 CG0779.The horizontal coordinates were scaled from a topographic map and have
 CG0779.an estimated accuracy of +/- 6 seconds.
 CG0779
 CG0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0779.The vertical order pertains to the NGVD 29 superseded value.
 CG0779
 CG0779.The geoid height was determined by GEOID03.
 CG0779
 CG0779;                    North         East    Units  Estimated Accuracy
 CG0779;SPC AZ C     -    90,770.      253,860.      MT  (+/- 180 meters Scaled)
 CG0779
 CG0779                          SUPERSEDED SURVEY CONTROL
 CG0779
 CG0779  NGVD 29 (??/??/92) 1028.883  (m)         3375.59   (f) ADJ UNCH    2 0
 CG0779
 CG0779.Superseded values are not recommended for survey control.
 CG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0779.See file dsdata.txt to determine how the superseded data were derived.
 CG0779
 CG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA537203(NAD 83)
 CG0779_MARKER: Q = CHISELED SQUARE
 CG0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0779_SP_SET: FOUNDATION
 CG0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0779
 CG0779  HISTORY     - Date     Condition        Report By
 CG0779  HISTORY     - UNK      MONUMENTED       USGS
 CG0779  HISTORY     - 1952     GOOD             NGS
 CG0779
 CG0779                          STATION DESCRIPTION
 CG0779
 CG0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0779'24.1 MI SW FROM THREE POINTS.
 CG0779'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0779'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 3.5 MILES WEST
 CG0779'ALONG THE ELKHORN RANCH ROAD, AT A CATTLE GUARD AND FENCE LINE, ON TOP
 CG0779'OF THE SOUTH END OF THE EAST CONCRETE FOUNDATION OF THE CATTLE GUARD,
 CG0779'A METAL TAG STAMPED 3376.2 ATTACHED ON THE CATTLE GUARD, 5 1/2 FEET
 CG0779'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.2 FOOT SOUTHEAST OF THE
 CG0779'SOUTHEAST EDGE OF A STEEL RAIL, OF CATTLE GUARD, AND ABOUT LEVEL WITH
 CG0779'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0241 ***********************************************************************
 ET0241  DESIGNATION -  3388
 ET0241  PID         -  ET0241
 ET0241  STATE/COUNTY-  AZ/YAVAPAI
 ET0241  USGS QUAD   -  JOES HILL (1969)
 ET0241
 ET0241                         *CURRENT SURVEY CONTROL
 ET0241  ___________________________________________________________________
 ET0241* NAD 83(1986)-  34 13 15.     (N)    112 06 42.     (W)     SCALED    
 ET0241* NAVD 88     -      1033.36   (+/-2cm)    3390.3    (feet)  VERTCON   
 ET0241  ___________________________________________________________________
 ET0241  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 ET0241
 ET0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0241
 ET0241.The horizontal coordinates were scaled from a topographic map and have
 ET0241.an estimated accuracy of +/- 6 seconds.
 ET0241
 ET0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0241.The vertical order pertains to the NGVD 29 superseded value.
 ET0241
 ET0241.The geoid height was determined by GEOID03.
 ET0241
 ET0241;                    North         East    Units  Estimated Accuracy
 ET0241;SPC AZ C     -   357,160.      195,390.      MT  (+/- 180 meters Scaled)
 ET0241
 ET0241                          SUPERSEDED SURVEY CONTROL
 ET0241
 ET0241  NGVD 29 (??/??/92) 1032.708  (m)         3388.14   (f) ADJ UNCH    2 0
 ET0241
 ET0241.Superseded values are not recommended for survey control.
 ET0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0241.See file dsdata.txt to determine how the superseded data were derived.
 ET0241
 ET0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976872(NAD 83)
 ET0241_MARKER: DD = SURVEY DISK
 ET0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0241_SP_SET: BRIDGE
 ET0241_STAMPING: 3388.10 1949
 ET0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0241
 ET0241  HISTORY     - Date     Condition        Report By
 ET0241  HISTORY     - UNK      MONUMENTED       AZDT
 ET0241  HISTORY     - 1959     GOOD             NGS
 ET0241
 ET0241                          STATION DESCRIPTION
 ET0241
 ET0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0241'11.9 MI N FROM BLACK CANYON.
 ET0241'11.9 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0241'CANYON, 0.15 MILE SOUTH OF MILEPOST NUMBER 255, 24 FEET EAST OF THE
 ET0241'CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF
 ET0241'A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1068 ***********************************************************************
 DA1068  DESIGNATION -  339
 DA1068  PID         -  DA1068
 DA1068  STATE/COUNTY-  AZ/YUMA
 DA1068  USGS QUAD   -  MOHAWK (1982)
 DA1068
 DA1068                         *CURRENT SURVEY CONTROL
 DA1068  ___________________________________________________________________
 DA1068* NAD 83(1992)-  32 42 40.55807(N)    113 51 27.62566(W)     ADJUSTED  
 DA1068* NAVD 88     -       104.291  (meters)     342.16   (feet)  ADJUSTED  
 DA1068  ___________________________________________________________________
 DA1068  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 DA1068  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1068  DYNAMIC HT  -         104.170 (meters)     341.76  (feet)  COMP
 DA1068  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DA1068
 DA1068  HORZ ORDER  -  SECOND
 DA1068  VERT ORDER  -  FIRST     CLASS II
 DA1068
 DA1068.The horizontal coordinates were established by classical geodetic methods
 DA1068.and adjusted by the National Geodetic Survey in August 1993..
 DA1068
 DA1068.The orthometric height was determined by differential leveling
 DA1068.and adjusted by the National Geodetic Survey in June 1991..
 DA1068
 DA1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1068
 DA1068.The geoid height was determined by GEOID03.
 DA1068
 DA1068.The dynamic height is computed by dividing the NAVD 88
 DA1068.geopotential number by the normal gravity value computed on the
 DA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1068.degrees latitude (g = 980.6199 gals.).
 DA1068
 DA1068.The modeled gravity was interpolated from observed gravity values.
 DA1068
 DA1068;                    North         East     Units Scale Factor Converg.
 DA1068;SPC AZ W     -   189,745.063   203,265.561   MT  0.99993459   -0 03 29.5
 DA1068;SPC AZ W     -   622,523.17    666,881.76   iFT  0.99993459   -0 03 29.5
 DA1068;UTM  12      - 3,622,890.348   232,135.372   MT  1.00048484   -1 32 42.8
 DA1068
 DA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1068!SPC AZ W     -   0.99998878  x   0.99993459  =   0.99992337
 DA1068!UTM  12      -   0.99998878  x   1.00048484  =   1.00047362
 DA1068
 DA1068                          SUPERSEDED SURVEY CONTROL
 DA1068
 DA1068  NAD 83(1986)-  32 42 40.55417(N)    113 51 27.63250(W) AD(       ) 2
 DA1068  NAD 27      -  32 42 40.38338(N)    113 51 24.89067(W) AD(       ) 2
 DA1068  NGVD 29 (07/19/86)  103.59   (m)          339.9    (f) LEVELING    3  
 DA1068
 DA1068.Superseded values are not recommended for survey control.
 DA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1068.See file dsdata.txt to determine how the superseded data were derived.
 DA1068
 DA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3213522890(NAD 83)
 DA1068_MARKER: P = PIPE CAP
 DA1068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1068_MARK LOGO: USGS  
 DA1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1068
 DA1068  HISTORY     - Date     Condition        Report By
 DA1068  HISTORY     - 1960     MONUMENTED       USGS
 DA1068  HISTORY     - 1962     GOOD             NGS
 DA1068  HISTORY     - 1981     GOOD             NGS
 DA1068  HISTORY     - 1981     GOOD             NGS
 DA1068
 DA1068                          STATION DESCRIPTION
 DA1068
 DA1068'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DA1068'A USGS BM, USED FOR PEMB REFERENCE MARK 2, IS A STANDARD USGS
 DA1068'BRASS CAP RIVITED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING
 DA1068'10 INCHES AND IS 47 FEET NORTH OF THE SOUTHERN PACIFIC RAILROAD,
 DA1068'2.5 FEET WEST OF THE TELEGRAPH POLE AND 1.5 FEET EAST OF
 DA1068'A WHITE WOODEN WITNESS POST.
 DA1068
 DA1068                          STATION RECOVERY (1962)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1068'5.5 MI E FROM TACNA.
 DA1068'ABOUT 5.5 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1068'TACNA.  OR ABOUT 6.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY
 DA1068'FROM THE STATION AT MOHAWK, 0.5 MILE WEST OF THE CROSSING OF THE
 DA1068'RAILROAD AND A TRAIL ROAD LEADING SOUTH TO TULE WELL, 0.35 MILE WEST
 DA1068'OF HIGHWAY MILEPOST 50, 112 FEET SOUTH OF THE CENTER LINE OF THE
 DA1068'HIGHWAY, 43 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 32.6 FEET
 DA1068'SOUTHEAST OF PEMB 1960, 2 1/2 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 DA1068'EAST OF A WOODEN WITNESS POST, ABOUT 2 1/I FEET BELOW THE LEVEL OF THE
 DA1068'TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 DA1068'PROJECTS 10 INCHES.
 DA1068
 DA1068                          STATION RECOVERY (1981)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1068'RECOVERED IN GOOD CONDITION.
 DA1068
 DA1068                          STATION RECOVERY (1981)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0312 ***********************************************************************
 CZ0312  DESIGNATION -  3399
 CZ0312  PID         -  CZ0312
 CZ0312  STATE/COUNTY-  AZ/PINAL
 CZ0312  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0312
 CZ0312                         *CURRENT SURVEY CONTROL
 CZ0312  ___________________________________________________________________
 CZ0312* NAD 83(1986)-  32 34 02.     (N)    110 55 34.     (W)     SCALED    
 CZ0312* NAVD 88     -      1040.30   (+/-2cm)    3413.1    (feet)  VERTCON   
 CZ0312  ___________________________________________________________________
 CZ0312  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CZ0312
 CZ0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0312
 CZ0312.The horizontal coordinates were scaled from a topographic map and have
 CZ0312.an estimated accuracy of +/- 6 seconds.
 CZ0312
 CZ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0312.The vertical order pertains to the NGVD 29 superseded value.
 CZ0312
 CZ0312.The geoid height was determined by GEOID03.
 CZ0312
 CZ0312;                    North         East    Units  Estimated Accuracy
 CZ0312;SPC AZ C     -   174,190.      306,370.      MT  (+/- 180 meters Scaled)
 CZ0312
 CZ0312                          SUPERSEDED SURVEY CONTROL
 CZ0312
 CZ0312  NGVD 29 (??/??/92) 1039.588  (m)         3410.72   (f) ADJ UNCH    2 0
 CZ0312
 CZ0312.Superseded values are not recommended for survey control.
 CZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0312.See file dsdata.txt to determine how the superseded data were derived.
 CZ0312
 CZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB069033(NAD 83)
 CZ0312_MARKER: P = PIPE CAP
 CZ0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0312_STAMPING: 3399 NOGLS
 CZ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0312
 CZ0312  HISTORY     - Date     Condition        Report By
 CZ0312  HISTORY     - UNK      MONUMENTED       USGS
 CZ0312  HISTORY     - 1934     GOOD             NGS
 CZ0312
 CZ0312                          STATION DESCRIPTION
 CZ0312
 CZ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0312'10.6 MI SW FROM ORACLE.
 CZ0312'10.6 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0312'1.1 MILES NORTHEAST OF WALNUT WELLS (NOW ORACLE JUNCTION), 0.1 MILE
 CZ0312'SOUTHWEST OF A DIP THROUGH A WASH, ON THE WEST SLOPE OF A RIDGE, AND
 CZ0312'25 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 CZ0312'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3399 NOGLS AND RIVETED ON THE
 CZ0312'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0652 ***********************************************************************
 CG0652  DESIGNATION -  3399.1
 CG0652  PID         -  CG0652
 CG0652  STATE/COUNTY-  AZ/PIMA
 CG0652  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0652
 CG0652                         *CURRENT SURVEY CONTROL
 CG0652  ___________________________________________________________________
 CG0652* NAD 83(1986)-  31 54 37.     (N)    111 40 17.     (W)     SCALED    
 CG0652* NAVD 88     -      1036.75   (+/-2cm)    3401.4    (feet)  VERTCON   
 CG0652  ___________________________________________________________________
 CG0652  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CG0652
 CG0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0652
 CG0652.The horizontal coordinates were scaled from a topographic map and have
 CG0652.an estimated accuracy of +/- 6 seconds.
 CG0652
 CG0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0652.The vertical order pertains to the NGVD 29 superseded value.
 CG0652
 CG0652.The geoid height was determined by GEOID03.
 CG0652
 CG0652;                    North         East    Units  Estimated Accuracy
 CG0652;SPC AZ C     -   100,950.      236,560.      MT  (+/- 180 meters Scaled)
 CG0652
 CG0652                          SUPERSEDED SURVEY CONTROL
 CG0652
 CG0652  NGVD 29 (??/??/92) 1035.977  (m)         3398.87   (f) ADJ UNCH    2 0
 CG0652
 CG0652.Superseded values are not recommended for survey control.
 CG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0652.See file dsdata.txt to determine how the superseded data were derived.
 CG0652
 CG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA365306(NAD 83)
 CG0652_MARKER: Q = CHISELED SQUARE
 CG0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0652_SP_SET: METAL TAG
 CG0652_STAMPING: 3399.1
 CG0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0652
 CG0652  HISTORY     - Date     Condition        Report By
 CG0652  HISTORY     - UNK      MONUMENTED       USGS
 CG0652  HISTORY     - 1952     GOOD             NGS
 CG0652
 CG0652                          STATION DESCRIPTION
 CG0652
 CG0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0652'20.45 MI E FROM SELLS.
 CG0652'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0652'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 7.35 MILES
 CG0652'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A POINT WHERE THE ROAD
 CG0652'DROPS TO A WASH, 244 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM B.M.
 CG0652'C 306, 161 FEET NORTHWEST OF THE CENTER OF THE ROAD AND WASH CROSSING
 CG0652'THE ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0652'1 FOOT HIGHER THAN THE ROAD, A METAL TAG ON A STAKE STAMPED 3399.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1578 ***********************************************************************
 DV1578  DESIGNATION -  34 A
 DV1578  PID         -  DV1578
 DV1578  STATE/COUNTY-  AZ/LA PAZ
 DV1578  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1578
 DV1578                         *CURRENT SURVEY CONTROL
 DV1578  ___________________________________________________________________
 DV1578* NAD 83(1986)-  33 34 52.     (N)    113 25 49.     (W)     SCALED    
 DV1578* NAVD 88     -       431.68   (+/-2cm)    1416.3    (feet)  VERTCON   
 DV1578  ___________________________________________________________________
 DV1578  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1578
 DV1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1578
 DV1578.The horizontal coordinates were scaled from a topographic map and have
 DV1578.an estimated accuracy of +/- 6 seconds.
 DV1578
 DV1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1578.The vertical order pertains to the NGVD 29 superseded value.
 DV1578
 DV1578.The geoid height was determined by GEOID03.
 DV1578
 DV1578;                    North         East    Units  Estimated Accuracy
 DV1578;SPC AZ W     -   286,250.      243,040.      MT  (+/- 180 meters Scaled)
 DV1578
 DV1578                          SUPERSEDED SURVEY CONTROL
 DV1578
 DV1578  NGVD 29 (??/??/92)  431.001  (m)         1414.04   (f) ADJ UNCH    2 0
 DV1578
 DV1578.Superseded values are not recommended for survey control.
 DV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1578.See file dsdata.txt to determine how the superseded data were derived.
 DV1578
 DV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC744183(NAD 83)
 DV1578_MARKER: DD = SURVEY DISK
 DV1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1578_STAMPING: 34 A 1962
 DV1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1578+STABILITY: SURFACE MOTION
 DV1578
 DV1578  HISTORY     - Date     Condition        Report By
 DV1578  HISTORY     - 1962     MONUMENTED       AZHD
 DV1578
 DV1578                          STATION DESCRIPTION
 DV1578
 DV1578'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1578'22.9 MI SE FROM SALOME.
 DV1578'0.5 MILE EAST-SOUTHEAST OF E 413 34 AN ARIZONA HIGHWAY DEPARTMENT
 DV1578'DISK STAMPED 34 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1578'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1578'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0824 ***********************************************************************
 FQ0824  DESIGNATION -  34 BKC
 FQ0824  PID         -  FQ0824
 FQ0824  STATE/COUNTY-  AZ/COCONINO
 FQ0824  USGS QUAD   -  WUPATKI SE (1969)
 FQ0824
 FQ0824                         *CURRENT SURVEY CONTROL
 FQ0824  ___________________________________________________________________
 FQ0824* NAD 83(1986)-  35 34 17.     (N)    111 17 03.     (W)     SCALED    
 FQ0824* NAVD 88     -      1310.143  (meters)    4298.36   (feet)  POSTED    
 FQ0824  ___________________________________________________________________
 FQ0824  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0824  DYNAMIC HT  -        1308.500 (meters)    4292.97  (feet)  COMP
 FQ0824  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 FQ0824
 FQ0824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0824
 FQ0824.The horizontal coordinates were scaled from a topographic map and have
 FQ0824.an estimated accuracy of +/- 6 seconds.
 FQ0824
 FQ0824.The orthometric height was determined by differential leveling
 FQ0824.and adjusted by the National Geodetic Survey in 1992..
 FQ0824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0824.rate of 0.0 thru 1.0 mm/km.
 FQ0824
 FQ0824.The geoid height was determined by GEOID03.
 FQ0824
 FQ0824.The dynamic height is computed by dividing the NAVD 88
 FQ0824.geopotential number by the normal gravity value computed on the
 FQ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0824.degrees latitude (g = 980.6199 gals.).
 FQ0824
 FQ0824.The modeled gravity was interpolated from observed gravity values.
 FQ0824
 FQ0824;                    North         East    Units  Estimated Accuracy
 FQ0824;SPC AZ C     -   507,150.      270,690.      MT  (+/- 180 meters Scaled)
 FQ0824
 FQ0824                          SUPERSEDED SURVEY CONTROL
 FQ0824
 FQ0824.No superseded survey control is available for this station.
 FQ0824
 FQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE742364(NAD 83)
 FQ0824_MARKER: DB = BENCH MARK DISK
 FQ0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0824_SP_SET: COPPER-CLAD STEEL ROD
 FQ0824_STAMPING: 34 BKC 1968
 FQ0824_MARK LOGO: USGS  
 FQ0824_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0824+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0824
 FQ0824  HISTORY     - Date     Condition        Report By
 FQ0824  HISTORY     - 1968     MONUMENTED       USGS
 FQ0824
 FQ0824                          STATION DESCRIPTION
 FQ0824
 FQ0824'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0824'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0824'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0824'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0824'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0824'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0824'4.9 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A T-ROAD
 FQ0824'SOUTH, 36 FEET SOUTH AND 86 FEET EAST OF THE CENTER OF THE ROAD
 FQ0824'JUNCTION.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0824'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1492 ***********************************************************************
 CZ1492  DESIGNATION -  34 DOR
 CZ1492  PID         -  CZ1492
 CZ1492  STATE/COUNTY-  AZ/PIMA
 CZ1492  USGS QUAD   -  TUCSON (1992)
 CZ1492
 CZ1492                         *CURRENT SURVEY CONTROL
 CZ1492  ___________________________________________________________________
 CZ1492* NAD 83(1986)-  32 12 57.     (N)    110 57 55.     (W)     SCALED    
 CZ1492* NAVD 88     -       734.031  (meters)    2408.23   (feet)  ADJUSTED  
 CZ1492  ___________________________________________________________________
 CZ1492  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1492  DYNAMIC HT  -         733.023 (meters)    2404.93  (feet)  COMP
 CZ1492  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 CZ1492
 CZ1492  VERT ORDER  -  FIRST     CLASS II
 CZ1492
 CZ1492.The horizontal coordinates were scaled from a topographic map and have
 CZ1492.an estimated accuracy of +/- 6 seconds.
 CZ1492
 CZ1492.The orthometric height was determined by differential leveling
 CZ1492.and adjusted by the National Geodetic Survey in June 1991..
 CZ1492
 CZ1492.The geoid height was determined by GEOID03.
 CZ1492
 CZ1492.The dynamic height is computed by dividing the NAVD 88
 CZ1492.geopotential number by the normal gravity value computed on the
 CZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1492.degrees latitude (g = 980.6199 gals.).
 CZ1492
 CZ1492.The modeled gravity was interpolated from observed gravity values.
 CZ1492
 CZ1492;                    North         East    Units  Estimated Accuracy
 CZ1492;SPC AZ C     -   135,200.      303,040.      MT  (+/- 180 meters Scaled)
 CZ1492
 CZ1492                          SUPERSEDED SURVEY CONTROL
 CZ1492
 CZ1492.No superseded survey control is available for this station.
 CZ1492
 CZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA032643(NAD 83)
 CZ1492_MARKER: DB = BENCH MARK DISK
 CZ1492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1492_SP_SET: CURB
 CZ1492_STAMPING: 34 DOR 1975
 CZ1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1492
 CZ1492  HISTORY     - Date     Condition        Report By
 CZ1492  HISTORY     - 1975     MONUMENTED       USGS
 CZ1492  HISTORY     - 1980     GOOD             NGS
 CZ1492  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 CZ1492
 CZ1492                          STATION DESCRIPTION
 CZ1492
 CZ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1492'IN TUCSON.
 CZ1492'IN TUCSON AT THE SOUTHEAST CORNER OF FOURTH STREET AND FIFTEENTH
 CZ1492'STREET, IN TOP OF THE SOUTH CURB AT 300 EAST FIFTHTEENTH STREET,
 CZ1492'8.5 METERS (28 FEET) SOUTH OF THE CENTER OF FIFTEENTH STREET,
 CZ1492'15.2 METERS (50 FEET) EAST OF THE CENTER OF FOURTH STREET.
 CZ1492'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 CZ1492
 CZ1492                          STATION RECOVERY (1995)
 CZ1492
 CZ1492'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0798 ***********************************************************************
 DA0798  DESIGNATION -  34 GWM
 DA0798  PID         -  DA0798
 DA0798  STATE/COUNTY-  AZ/YUMA
 DA0798  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0798
 DA0798                         *CURRENT SURVEY CONTROL
 DA0798  ___________________________________________________________________
 DA0798* NAD 83(1986)-  32 31 39.     (N)    113 19 52.     (W)     SCALED    
 DA0798* NAVD 88     -       190.93   (+/-2cm)     626.4    (feet)  VERTCON   
 DA0798  ___________________________________________________________________
 DA0798  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0798
 DA0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0798
 DA0798.The horizontal coordinates were scaled from a topographic map and have
 DA0798.an estimated accuracy of +/- 6 seconds.
 DA0798
 DA0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0798.The vertical order pertains to the NGVD 29 superseded value.
 DA0798
 DA0798.The geoid height was determined by GEOID03.
 DA0798
 DA0798;                    North         East    Units  Estimated Accuracy
 DA0798;SPC AZ W     -   169,440.      252,710.      MT  (+/- 180 meters Scaled)
 DA0798
 DA0798                          SUPERSEDED SURVEY CONTROL
 DA0798
 DA0798  NGVD 29 (??/??/92)  190.307  (m)          624.37   (f) ADJ UNCH    2 0
 DA0798
 DA0798.Superseded values are not recommended for survey control.
 DA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0798.See file dsdata.txt to determine how the superseded data were derived.
 DA0798
 DA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB810013(NAD 83)
 DA0798_MARKER: DD = SURVEY DISK
 DA0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0798_STAMPING: 34 GWM 1948 625
 DA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0798+STABILITY: SURFACE MOTION
 DA0798
 DA0798  HISTORY     - Date     Condition        Report By
 DA0798  HISTORY     - 1948     MONUMENTED       USGS
 DA0798  HISTORY     - 1962     GOOD             NGS
 DA0798
 DA0798                          STATION DESCRIPTION
 DA0798
 DA0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0798'5.4 MI NW FROM TONY TANK.
 DA0798'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0798'TONY TANK.  THENCE 3.7 MILES WEST ALONG A TRAIL ROAD, 2.3 MILES EAST
 DA0798'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0798'IS NUMBERED 37, 1.15 MILES WEST OF A METAL TANK AND CORRAL, NEAR THE
 DA0798'SOUTHEAST EDGE OF A LARGE BARREN FLAT, 41 FEET SOUTHEAST OF THE CENTER
 DA0798'LINE OF THE TRAIL ROAD, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 DA0798'ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0798'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0802 ***********************************************************************
 FQ0802  DESIGNATION -  34 HLS
 FQ0802  PID         -  FQ0802
 FQ0802  STATE/COUNTY-  AZ/NAVAJO
 FQ0802  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0802
 FQ0802                         *CURRENT SURVEY CONTROL
 FQ0802  ___________________________________________________________________
 FQ0802* NAD 83(1986)-  35 00 59.     (N)    110 05 23.     (W)     SCALED    
 FQ0802* NAVD 88     -      1625.747  (meters)    5333.80   (feet)  ADJUSTED  
 FQ0802  ___________________________________________________________________
 FQ0802  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0802  DYNAMIC HT  -        1623.519 (meters)    5326.50  (feet)  COMP
 FQ0802  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 FQ0802
 FQ0802  VERT ORDER  -  THIRD
 FQ0802
 FQ0802.The horizontal coordinates were scaled from a topographic map and have
 FQ0802.an estimated accuracy of +/- 6 seconds.
 FQ0802
 FQ0802.The orthometric height was determined by differential leveling
 FQ0802.and adjusted by the National Geodetic Survey in June 1991..
 FQ0802
 FQ0802.The geoid height was determined by GEOID03.
 FQ0802
 FQ0802.The dynamic height is computed by dividing the NAVD 88
 FQ0802.geopotential number by the normal gravity value computed on the
 FQ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0802.degrees latitude (g = 980.6199 gals.).
 FQ0802
 FQ0802.The modeled gravity was interpolated from observed gravity values.
 FQ0802
 FQ0802;                    North         East    Units  Estimated Accuracy
 FQ0802;SPC AZ E     -   445,400.      220,380.      MT  (+/- 180 meters Scaled)
 FQ0802
 FQ0802                          SUPERSEDED SURVEY CONTROL
 FQ0802
 FQ0802  NGVD 29 (??/??/92) 1624.91   (m)         5331.1    (f) COMPUTED    3 0
 FQ0802
 FQ0802.Superseded values are not recommended for survey control.
 FQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0802.See file dsdata.txt to determine how the superseded data were derived.
 FQ0802
 FQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD830752(NAD 83)
 FQ0802_MARKER: DB = BENCH MARK DISK
 FQ0802_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0802_SP_SET: COPPER-CLAD STEEL ROD
 FQ0802_STAMPING: 34 HLS 1970 5331
 FQ0802_MARK LOGO: USGS  
 FQ0802_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0802+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0802
 FQ0802  HISTORY     - Date     Condition        Report By
 FQ0802  HISTORY     - 1970     MONUMENTED       USGS
 FQ0802
 FQ0802                          STATION DESCRIPTION
 FQ0802
 FQ0802'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0802'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0802'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 3.1 MILES NORTH ALONG STATE
 FQ0802'HIGHWAY 77, 56 FEET NORTH OF A GATE, 46 FEET EAST OF THE CENTERLINE
 FQ0802'OF THE HIGHWAY, 4 FEET WEST OF A FENCE, 2 FEET WEST OF A WITNESS
 FQ0802'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0802'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1562 ***********************************************************************
 CZ1562  DESIGNATION -  3408+24.23
 CZ1562  PID         -  CZ1562
 CZ1562  STATE/COUNTY-  AZ/PINAL
 CZ1562  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1562
 CZ1562                         *CURRENT SURVEY CONTROL
 CZ1562  ___________________________________________________________________
 CZ1562* NAD 83(1986)-  32 48 45.     (N)    111 40 37.     (W)     SCALED    
 CZ1562* NAVD 88     -       449.31   (+/-2cm)    1474.1    (feet)  VERTCON   
 CZ1562  ___________________________________________________________________
 CZ1562  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1562
 CZ1562  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1562
 CZ1562.The horizontal coordinates were scaled from a topographic map and have
 CZ1562.an estimated accuracy of +/- 6 seconds.
 CZ1562
 CZ1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1562.The vertical order pertains to the NGVD 29 superseded value.
 CZ1562
 CZ1562.The geoid height was determined by GEOID03.
 CZ1562
 CZ1562;                    North         East    Units  Estimated Accuracy
 CZ1562;SPC AZ C     -   200,990.      235,810.      MT  (+/- 180 meters Scaled)
 CZ1562
 CZ1562                          SUPERSEDED SURVEY CONTROL
 CZ1562
 CZ1562  NGVD 29 (??/??/92)  448.761  (m)         1472.31   (f) ADJ UNCH    1 2
 CZ1562
 CZ1562.Superseded values are not recommended for survey control.
 CZ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1562.See file dsdata.txt to determine how the superseded data were derived.
 CZ1562
 CZ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB366307(NAD 83)
 CZ1562_MARKER: DD = SURVEY DISK
 CZ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1562_STAMPING: 3408+24.23
 CZ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1562+STABILITY: SURFACE MOTION
 CZ1562
 CZ1562  HISTORY     - Date     Condition        Report By
 CZ1562  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1562  HISTORY     - 1975     GOOD             AZDT
 CZ1562  HISTORY     - 1975     GOOD             AZDT
 CZ1562
 CZ1562                          STATION DESCRIPTION
 CZ1562
 CZ1562'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1562'7.15 MI SE FROM CASA GRANDE.
 CZ1562'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.25 MILES AND TO
 CZ1562'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1562'AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1562'2879+51.28 POT 3408+24.23.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1562'POST, UP 0.45 FT.
 CZ1562
 CZ1562                          STATION RECOVERY (1975)
 CZ1562
 CZ1562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1562'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.25 MILES AND TO
 CZ1562'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1562'AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1562'2879+51.28 POT 3408+24.23.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1562'POST, UP 0.45 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0249 ***********************************************************************
 ET0249  DESIGNATION -  3410
 ET0249  PID         -  ET0249
 ET0249  STATE/COUNTY-  AZ/YAVAPAI
 ET0249  USGS QUAD   -  BUMBLE BEE (1969)
 ET0249
 ET0249                         *CURRENT SURVEY CONTROL
 ET0249  ___________________________________________________________________
 ET0249* NAD 83(1992)-  34 11 03.36318(N)    112 08 06.51481(W)     ADJUSTED  
 ET0249* NAVD 88     -      1040.06   (+/-2cm)    3412.3    (feet)  VERTCON   
 ET0249  ___________________________________________________________________
 ET0249  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 ET0249  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 ET0249
 ET0249  HORZ ORDER  -  THIRD
 ET0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0249
 ET0249.The horizontal coordinates were established by classical geodetic methods
 ET0249.and adjusted by the National Geodetic Survey in August 1993..
 ET0249
 ET0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0249.The vertical order pertains to the NGVD 29 superseded value.
 ET0249
 ET0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0249
 ET0249.The geoid height was determined by GEOID03.
 ET0249
 ET0249;                    North         East     Units Scale Factor Converg.
 ET0249;SPC AZ C     -   353,113.082   193,221.793   MT  0.99990500   -0 07 21.9
 ET0249;SPC AZ C     - 1,158,507.49    633,929.77   iFT  0.99990500   -0 07 21.9
 ET0249;UTM  12      - 3,783,169.747   395,396.355   MT  0.99973488   -0 38 16.2
 ET0249
 ET0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0249!SPC AZ C     -   0.99984108  x   0.99990500  =   0.99974609
 ET0249!UTM  12      -   0.99984108  x   0.99973488  =   0.99957600
 ET0249
 ET0249                          SUPERSEDED SURVEY CONTROL
 ET0249
 ET0249  NAD 83(1986)-  34 11 03.35787(N)    112 08 06.51563(W) AD(       ) 3
 ET0249  NAD 27      -  34 11 03.24200(N)    112 08 03.94500(W) AD(       ) 3
 ET0249  NGVD 29 (??/??/92) 1039.412  (m)         3410.14   (f) ADJ UNCH    2 0
 ET0249
 ET0249.Superseded values are not recommended for survey control.
 ET0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0249.See file dsdata.txt to determine how the superseded data were derived.
 ET0249
 ET0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9539683170(NAD 83)
 ET0249_MARKER: DD = SURVEY DISK
 ET0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0249_STAMPING: 3410.06 1954
 ET0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0249+STABILITY: SURFACE MOTION
 ET0249
 ET0249  HISTORY     - Date     Condition        Report By
 ET0249  HISTORY     - 1959     MONUMENTED       CGS
 ET0249  HISTORY     - 1959     GOOD             NGS
 ET0249
 ET0249                          STATION DESCRIPTION
 ET0249
 ET0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0249'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF THE TOWN OF BLACK
 ET0249'CANYON, 0.1 MILE SOUTH OF HIGHWAY MILEPOST 252, AT THE SOUTHWEST
 ET0249'CORNER OF THE SUNSET POINT REST STOP.
 ET0249'
 ET0249'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0249'GO NORTH ON STATE HIGHWAY 69 FOR 8.95 MILE TO THE SUNSET
 ET0249'POINT REST STOP ON THE LEFT, TURN LEFT, WEST, GO 0.05 MILE TO THE
 ET0249'STATION.
 ET0249'
 ET0249'THE STATION MARK, STAMPED 3410.06 1954 IS A STANDARD ARIZONA
 ET0249'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 ET0249'THAT PROJECTS ABOUT 3 FEET.  IT IS 29 FEET NORTHEAST OF A FENCE
 ET0249'CORNER AND 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A SUNSHADE.
 ET0249
 ET0249                          STATION RECOVERY (1959)
 ET0249
 ET0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0249'8.95 MI N FROM BLACK CANYON.
 ET0249'8.95 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0249'CANYON, 0.1 MILE SOUTH OF MILEPOST 252, 29.0 FEET NORTHEAST OF THE
 ET0249'FENCE CORNER, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A SUNSHADE FOR
 ET0249'A PICNIC TABLE AT SUNSET POINT, SET IN THE TOP OF A CONCRETE POST THAT
 ET0249'PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0624 ***********************************************************************
 CG0624  DESIGNATION -  3411.42
 CG0624  PID         -  CG0624
 CG0624  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0624  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0624
 CG0624                         *CURRENT SURVEY CONTROL
 CG0624  ___________________________________________________________________
 CG0624* NAD 83(1986)-  31 28 44.     (N)    111 00 04.     (W)     SCALED    
 CG0624* NAVD 88     -      1040.519  (meters)    3413.77   (feet)  ADJUSTED  
 CG0624  ___________________________________________________________________
 CG0624  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0624  DYNAMIC HT  -        1038.929 (meters)    3408.55  (feet)  COMP
 CG0624  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CG0624
 CG0624  VERT ORDER  -  FIRST     CLASS II
 CG0624
 CG0624.The horizontal coordinates were scaled from a topographic map and have
 CG0624.an estimated accuracy of +/- 6 seconds.
 CG0624
 CG0624.The orthometric height was determined by differential leveling
 CG0624.and adjusted by the National Geodetic Survey in June 1991..
 CG0624
 CG0624.The geoid height was determined by GEOID03.
 CG0624
 CG0624.The dynamic height is computed by dividing the NAVD 88
 CG0624.geopotential number by the normal gravity value computed on the
 CG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0624.degrees latitude (g = 980.6199 gals.).
 CG0624
 CG0624.The modeled gravity was interpolated from observed gravity values.
 CG0624
 CG0624;                    North         East    Units  Estimated Accuracy
 CG0624;SPC AZ C     -    53,450.      300,350.      MT  (+/- 180 meters Scaled)
 CG0624
 CG0624                          SUPERSEDED SURVEY CONTROL
 CG0624
 CG0624  NGVD 29 (??/??/92) 1039.664  (m)         3410.96   (f) ADJ UNCH    1 2
 CG0624
 CG0624.Superseded values are not recommended for survey control.
 CG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0624.See file dsdata.txt to determine how the superseded data were derived.
 CG0624
 CG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV998826(NAD 83)
 CG0624_MARKER: DD = SURVEY DISK
 CG0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0624_SP_SET: BRIDGE
 CG0624_STAMPING: 3411.42 630-91.92 1951
 CG0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0624
 CG0624  HISTORY     - Date     Condition        Report By
 CG0624  HISTORY     - 1951     MONUMENTED       AZHD
 CG0624  HISTORY     - 1959     GOOD             NGS
 CG0624  HISTORY     - 1979     GOOD             USGS
 CG0624  HISTORY     - 1980     GOOD             NGS
 CG0624
 CG0624                          STATION DESCRIPTION
 CG0624
 CG0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0624'10.7 MI N FROM NOGALES.
 CG0624'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0624'RAILROAD TRACKS, THENCE 10.65 MILES NORTH ALONG U.S. HIGHWAY 89, ABOUT
 CG0624'100 FEET NORTH OF MILEPOST 12, 21 FEET WEST OF THE CENTER OF THE
 CG0624'HIGHWAY, CEMENTED IN A LARGE CONCRETE BRIDGE, 6 FEET SOUTH OF THE
 CG0624'NORTH END OF THE WEST HEADWALL.
 CG0624
 CG0624                          STATION RECOVERY (1979)
 CG0624
 CG0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0624'0.9 MILES SOUTH OF TUMACACORI POST OFFICE ON FRONTAGE ROAD, THENCE
 CG0624'RIGHT WEST 0.2 MILES, THENCE LEFT 6.5 MILES SOUTH ON INTERSTATE 19,
 CG0624'BENCH MARK IS IN NORTHWEST CORNER OF BRIDGE ON NORTH BOUND LANES.
 CG0624'BENCH MARK IS 21 FEET WEST OF CENTERLINE OF HIGHWAY, 6 FEET SOUTH OF
 CG0624'NORTH END OF WEST HEADWALL.
 CG0624
 CG0624                          STATION RECOVERY (1980)
 CG0624
 CG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0624'11.3 KILOMETERS (7.0 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0624'FROM THE INTERCHANGE AT TUMACACORI, AT THE NORTH END OF THE NORTHBOUND
 CG0624'CONCRETE BRIDGE OVER FRIA CANYON WASH, IN TOP OF AND 1.8 METERS (6.0
 CG0624'FEET) SOUTH OF THE NORTH END OF THE WEST CURB, 6.4 METERS (21 FEET)
 CG0624'WEST OF THE CENTERLINE OF THE NORTHBOUND TRAFFIC LANE.
 CG0624'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0262 ***********************************************************************
 CY0262  DESIGNATION -  3414
 CY0262  PID         -  CY0262
 CY0262  STATE/COUNTY-  AZ/GREENLEE
 CY0262  USGS QUAD   -  GUTHRIE (1986)
 CY0262
 CY0262                         *CURRENT SURVEY CONTROL
 CY0262  ___________________________________________________________________
 CY0262* NAD 83(1986)-  32 56 46.     (N)    109 15 10.     (W)     SCALED    
 CY0262* NAVD 88     -      1041.43   (+/-2cm)    3416.8    (feet)  VERTCON   
 CY0262  ___________________________________________________________________
 CY0262  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CY0262
 CY0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0262
 CY0262.The horizontal coordinates were scaled from a topographic map and have
 CY0262.an estimated accuracy of +/- 6 seconds.
 CY0262
 CY0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0262.The vertical order pertains to the NGVD 29 superseded value.
 CY0262
 CY0262.The geoid height was determined by GEOID03.
 CY0262
 CY0262;                    North         East    Units  Estimated Accuracy
 CY0262;SPC AZ E     -   216,150.      298,810.      MT  (+/- 180 meters Scaled)
 CY0262
 CY0262                          SUPERSEDED SURVEY CONTROL
 CY0262
 CY0262  NGVD 29 (??/??/92) 1040.738  (m)         3414.49   (f) ADJ UNCH    2 0
 CY0262
 CY0262.Superseded values are not recommended for survey control.
 CY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0262.See file dsdata.txt to determine how the superseded data were derived.
 CY0262
 CY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB633466(NAD 83)
 CY0262_MARKER: P = PIPE CAP
 CY0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0262_STAMPING: 3414 PHNX
 CY0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0262
 CY0262  HISTORY     - Date     Condition        Report By
 CY0262  HISTORY     - UNK      MONUMENTED       USGS
 CY0262  HISTORY     - 1934     GOOD             NGS
 CY0262  HISTORY     - 1943     GOOD             NGS
 CY0262
 CY0262                          STATION DESCRIPTION
 CY0262
 CY0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0262'IN GUTHRIE.
 CY0262'ABOUT 45 YDS. S. OF A HOUSE WITH SIGN BOARD GUTHRIE, 50 FT. S. OF N.E.
 CY0262'CORNER OF SECTION HOUSE, AND IN LINE WITH YARD FENCE AROUND SECTION
 CY0262'HOUSE.
 CY0262
 CY0262                          STATION RECOVERY (1943)
 CY0262
 CY0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CY0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0327 ***********************************************************************
 DU0327  DESIGNATION -  3421
 DU0327  PID         -  DU0327
 DU0327  STATE/COUNTY-  AZ/GILA
 DU0327  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0327
 DU0327                         *CURRENT SURVEY CONTROL
 DU0327  ___________________________________________________________________
 DU0327* NAD 83(1986)-  33 47 54.     (N)    110 30 14.     (W)     SCALED    
 DU0327* NAVD 88     -      1043.071  (meters)    3422.14   (feet)  ADJUSTED  
 DU0327  ___________________________________________________________________
 DU0327  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0327  DYNAMIC HT  -        1041.663 (meters)    3417.52  (feet)  COMP
 DU0327  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 DU0327
 DU0327  VERT ORDER  -  FIRST     CLASS II
 DU0327
 DU0327.The horizontal coordinates were scaled from a topographic map and have
 DU0327.an estimated accuracy of +/- 6 seconds.
 DU0327
 DU0327.The orthometric height was determined by differential leveling
 DU0327.and adjusted by the National Geodetic Survey in June 1991..
 DU0327
 DU0327.The geoid height was determined by GEOID03.
 DU0327
 DU0327.The dynamic height is computed by dividing the NAVD 88
 DU0327.geopotential number by the normal gravity value computed on the
 DU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0327.degrees latitude (g = 980.6199 gals.).
 DU0327
 DU0327.The modeled gravity was interpolated from observed gravity values.
 DU0327
 DU0327;                    North         East    Units  Estimated Accuracy
 DU0327;SPC AZ E     -   310,340.      182,140.      MT  (+/- 180 meters Scaled)
 DU0327
 DU0327                          SUPERSEDED SURVEY CONTROL
 DU0327
 DU0327  NGVD 29 (??/??/92) 1042.418  (m)         3420.00   (f) ADJ UNCH    1 2
 DU0327
 DU0327.Superseded values are not recommended for survey control.
 DU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0327.See file dsdata.txt to determine how the superseded data were derived.
 DU0327
 DU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC459399(NAD 83)
 DU0327_MARKER: DD = SURVEY DISK
 DU0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0327_SP_SET: CURB
 DU0327_STAMPING: 3421 55 KSM 1947
 DU0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0327
 DU0327  HISTORY     - Date     Condition        Report By
 DU0327  HISTORY     - 1947     MONUMENTED       AZHD
 DU0327  HISTORY     - 1960     GOOD             NGS
 DU0327  HISTORY     - 1979     GOOD             NGS
 DU0327  HISTORY     - 19960918 GOOD             USPSQD
 DU0327
 DU0327                          STATION DESCRIPTION
 DU0327
 DU0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0327'6.0 MI N FROM SENECA.
 DU0327'ABOUT 6.0 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0327'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN THE
 DU0327'TOP OF THE NORTHEAST CONCRETE CURB OF THE SALT RIVER CANYON BRIDGE, 12
 DU0327'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF
 DU0327'THE NORTHWEST END OF THE CURB, AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 DU0327'THE HIGHWAY.
 DU0327
 DU0327                          STATION RECOVERY (1979)
 DU0327
 DU0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0327'IN SALT RIVER CANYON, SET IN THE TOP OF THE NORTHEAST CURB OF THE
 DU0327'NORTHWEST END OF THE BRIDGE OVE THE SALT RIVER, 18 FEET SOUTHEAST OF
 DU0327'MILE POST 292, 12 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0327'AND 6 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURB.  NOTE=THE
 DU0327'SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0327'COURTHOUSE IN GLOBE.
 DU0327'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0327
 DU0327                          STATION RECOVERY (1996)
 DU0327
 DU0327'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0537 ***********************************************************************
 CZ0537  DESIGNATION -  342+64.1
 CZ0537  PID         -  CZ0537
 CZ0537  STATE/COUNTY-  AZ/PIMA
 CZ0537  USGS QUAD   -  JAYNES (1992)
 CZ0537
 CZ0537                         *CURRENT SURVEY CONTROL
 CZ0537  ___________________________________________________________________
 CZ0537* NAD 83(1986)-  32 21 07.     (N)    111 04 52.     (W)     SCALED    
 CZ0537* NAVD 88     -       660.322  (meters)    2166.41   (feet)  ADJUSTED  
 CZ0537  ___________________________________________________________________
 CZ0537  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ0537  DYNAMIC HT  -         659.433 (meters)    2163.49  (feet)  COMP
 CZ0537  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 CZ0537
 CZ0537  VERT ORDER  -  FIRST     CLASS II
 CZ0537
 CZ0537.The horizontal coordinates were scaled from a topographic map and have
 CZ0537.an estimated accuracy of +/- 6 seconds.
 CZ0537
 CZ0537.The orthometric height was determined by differential leveling
 CZ0537.and adjusted by the National Geodetic Survey in June 1991..
 CZ0537
 CZ0537.The geoid height was determined by GEOID03.
 CZ0537
 CZ0537.The dynamic height is computed by dividing the NAVD 88
 CZ0537.geopotential number by the normal gravity value computed on the
 CZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0537.degrees latitude (g = 980.6199 gals.).
 CZ0537
 CZ0537.The modeled gravity was interpolated from observed gravity values.
 CZ0537
 CZ0537;                    North         East    Units  Estimated Accuracy
 CZ0537;SPC AZ C     -   150,200.      292,010.      MT  (+/- 180 meters Scaled)
 CZ0537
 CZ0537                          SUPERSEDED SURVEY CONTROL
 CZ0537
 CZ0537  NGVD 29 (??/??/92)  659.666  (m)         2164.25   (f) ADJ UNCH    1 2
 CZ0537
 CZ0537.Superseded values are not recommended for survey control.
 CZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0537.See file dsdata.txt to determine how the superseded data were derived.
 CZ0537
 CZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA923794(NAD 83)
 CZ0537_MARKER: DD = SURVEY DISK
 CZ0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0537_SP_SET: CULVERT
 CZ0537_STAMPING: 2164.91 1930 342+64.1
 CZ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0537+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0537
 CZ0537  HISTORY     - Date     Condition        Report By
 CZ0537  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0537  HISTORY     - 1951     GOOD             NGS
 CZ0537  HISTORY     - 1960     GOOD             NGS
 CZ0537  HISTORY     - 1980     GOOD             NGS
 CZ0537  HISTORY     - 19970204 GOOD             USPSQD
 CZ0537  HISTORY     - 20060316 GOOD             USPSQD
 CZ0537
 CZ0537                          STATION DESCRIPTION
 CZ0537
 CZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0537'0.5 MI SE FROM CORTARO.
 CZ0537'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0537'RAILROAD FORM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0537'NORTHWEST OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST ACROSS
 CZ0537'THE TRACKS, AT RAILROAD MILEAGE 972.66, IN TOP OF THE APPROXIMATE
 CZ0537'CENTER OF THE NORTHEAST HEADWALL OF A BOUBLE BOX-TYPE CONCRETE HIGHWAY
 CZ0537'CULVERT, 37 1/2 FEET SOUTH OF TELEGRAPH POLE 6, 16 1/2 FEET NORTHEAST
 CZ0537'OF THE HIGHWAY CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0537
 CZ0537                          STATION RECOVERY (1960)
 CZ0537
 CZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0537'RECOVERED IN GOOD CONDITION.
 CZ0537
 CZ0537                          STATION RECOVERY (1980)
 CZ0537
 CZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0537'18.1 KILOMETERS (11.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0537'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0537'NORTHWEST OF PIMA FARM ROAD LEADING EAST, SET IN THE TOP CENTER OF
 CZ0537'THE NORTHEAST HEADWALL OF A SMALL BRIDGE UNDER THE FRONTAGE ROAD,
 CZ0537'37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CZ0537'RAILROAD TRACKS AND 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ0537'CENTERLINE OF THE FRONTAGE ROAD.
 CZ0537'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0537
 CZ0537                          STATION RECOVERY (1997)
 CZ0537
 CZ0537'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0537'RECOVERED IN GOOD CONDITION.
 CZ0537
 CZ0537                          STATION RECOVERY (2006)
 CZ0537
 CZ0537'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0781 ***********************************************************************
 CZ0781  DESIGNATION -  343+14
 CZ0781  PID         -  CZ0781
 CZ0781  STATE/COUNTY-  AZ/PIMA
 CZ0781  USGS QUAD   -  THREE POINTS (1992)
 CZ0781
 CZ0781                         *CURRENT SURVEY CONTROL
 CZ0781  ___________________________________________________________________
 CZ0781* NAD 83(1986)-  32 05 01.     (N)    111 17 44.     (W)     SCALED    
 CZ0781* NAVD 88     -       773.28   (+/-2cm)    2537.0    (feet)  VERTCON   
 CZ0781  ___________________________________________________________________
 CZ0781  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0781
 CZ0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0781
 CZ0781.The horizontal coordinates were scaled from a topographic map and have
 CZ0781.an estimated accuracy of +/- 6 seconds.
 CZ0781
 CZ0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0781.The vertical order pertains to the NGVD 29 superseded value.
 CZ0781
 CZ0781.The geoid height was determined by GEOID03.
 CZ0781
 CZ0781;                    North         East    Units  Estimated Accuracy
 CZ0781;SPC AZ C     -   120,310.      271,990.      MT  (+/- 180 meters Scaled)
 CZ0781
 CZ0781                          SUPERSEDED SURVEY CONTROL
 CZ0781
 CZ0781  NGVD 29 (??/??/92)  772.598  (m)         2534.77   (f) ADJ UNCH    2 0
 CZ0781
 CZ0781.Superseded values are not recommended for survey control.
 CZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0781.See file dsdata.txt to determine how the superseded data were derived.
 CZ0781
 CZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA721497(NAD 83)
 CZ0781_MARKER: DD = SURVEY DISK
 CZ0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0781_SP_SET: CULVERT
 CZ0781_STAMPING: 343+14 2535.70
 CZ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0781
 CZ0781  HISTORY     - Date     Condition        Report By
 CZ0781  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0781  HISTORY     - 1951     GOOD             NGS
 CZ0781
 CZ0781                          STATION DESCRIPTION
 CZ0781
 CZ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0781'21.1 MI SW FROM TUCSON.
 CZ0781'21.1 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0781'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0781'HEADWALL OF A 4 BY 8 FOOT CONCRETE CULVERT, 0.25 MILE SOUTHWEST OF A Y
 CZ0781'JUNCTION OF POWER LINES, 23 YARDS SOUTHEAST OF A POWER LINE, 11 YARDS
 CZ0781'SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0781'THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0240 ***********************************************************************
 DU0240  DESIGNATION -  3461
 DU0240  PID         -  DU0240
 DU0240  STATE/COUNTY-  AZ/GILA
 DU0240  USGS QUAD   -  GLOBE (1982)
 DU0240
 DU0240                         *CURRENT SURVEY CONTROL
 DU0240  ___________________________________________________________________
 DU0240* NAD 83(1986)-  33 24 23.     (N)    110 47 30.     (W)     SCALED    
 DU0240* NAVD 88     -      1055.226  (meters)    3462.02   (feet)  ADJUSTED  
 DU0240  ___________________________________________________________________
 DU0240  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0240  DYNAMIC HT  -        1053.798 (meters)    3457.34  (feet)  COMP
 DU0240  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 DU0240
 DU0240  VERT ORDER  -  FIRST     CLASS II
 DU0240
 DU0240.The horizontal coordinates were scaled from a topographic map and have
 DU0240.an estimated accuracy of +/- 6 seconds.
 DU0240
 DU0240.The orthometric height was determined by differential leveling
 DU0240.and adjusted by the National Geodetic Survey in June 1991..
 DU0240
 DU0240.The geoid height was determined by GEOID03.
 DU0240
 DU0240.The dynamic height is computed by dividing the NAVD 88
 DU0240.geopotential number by the normal gravity value computed on the
 DU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0240.degrees latitude (g = 980.6199 gals.).
 DU0240
 DU0240.The modeled gravity was interpolated from observed gravity values.
 DU0240
 DU0240;                    North         East    Units  Estimated Accuracy
 DU0240;SPC AZ E     -   266,990.      155,230.      MT  (+/- 180 meters Scaled)
 DU0240
 DU0240                          SUPERSEDED SURVEY CONTROL
 DU0240
 DU0240  NGVD 29 (??/??/92) 1054.604  (m)         3459.98   (f) ADJ UNCH    1 2
 DU0240
 DU0240.Superseded values are not recommended for survey control.
 DU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0240.See file dsdata.txt to determine how the superseded data were derived.
 DU0240
 DU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB193963(NAD 83)
 DU0240_MARKER: DD = SURVEY DISK
 DU0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0240_SP_SET: CONCRETE BLOCK
 DU0240_STAMPING: 3459.980 PHNX
 DU0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0240
 DU0240  HISTORY     - Date     Condition        Report By
 DU0240  HISTORY     - UNK      MONUMENTED       USGS
 DU0240  HISTORY     - 1933     GOOD             NGS
 DU0240  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0240
 DU0240                          STATION DESCRIPTION
 DU0240
 DU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0240'IN GLOBE.
 DU0240'0.8 MILES NORTHWEST OF COURT HOUSE, 1000 FEET NORTH OF RAILROAD
 DU0240'OVERHEAD CROSSING, 250 FEET SOUTH OF HIGHWAY BRIDGE, 20 FEET EAST OF
 DU0240'HIGHWAY CENTER-LINE, ON EASTERLY EDGE OF SIDEWALK.
 DU0240
 DU0240                          STATION RECOVERY (1979)
 DU0240
 DU0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0240'NOTE=THE SIDEWALK HAS BEEN REBUILT AND THE HIGHWAY IS NOW FIVE LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0371 ***********************************************************************
 FS0371  DESIGNATION -  3462
 FS0371  PID         -  FS0371
 FS0371  STATE/COUNTY-  AZ/MOHAVE
 FS0371  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0371
 FS0371                         *CURRENT SURVEY CONTROL
 FS0371  ___________________________________________________________________
 FS0371* NAD 83(1986)-  35 36 28.     (N)    114 16 03.     (W)     SCALED    
 FS0371* NAVD 88     -      1055.926  (meters)    3464.32   (feet)  POSTED    
 FS0371  ___________________________________________________________________
 FS0371  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS0371  DYNAMIC HT  -        1054.720 (meters)    3460.36  (feet)  COMP
 FS0371  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 FS0371
 FS0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0371
 FS0371.The horizontal coordinates were scaled from a topographic map and have
 FS0371.an estimated accuracy of +/- 6 seconds.
 FS0371
 FS0371.The orthometric height was determined by differential leveling
 FS0371.and adjusted by the National Geodetic Survey in 1992..
 FS0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0371.rate of 0.0 thru 1.0 mm/km.
 FS0371
 FS0371.The geoid height was determined by GEOID03.
 FS0371
 FS0371.The dynamic height is computed by dividing the NAVD 88
 FS0371.geopotential number by the normal gravity value computed on the
 FS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0371.degrees latitude (g = 980.6199 gals.).
 FS0371
 FS0371.The modeled gravity was interpolated from observed gravity values.
 FS0371
 FS0371;                    North         East    Units  Estimated Accuracy
 FS0371;SPC AZ W     -   511,140.      166,470.      MT  (+/- 180 meters Scaled)
 FS0371
 FS0371                          SUPERSEDED SURVEY CONTROL
 FS0371
 FS0371  NGVD 29 (??/??/92) 1055.145  (m)         3461.75   (f) ADJ UNCH    1 1
 FS0371
 FS0371.Superseded values are not recommended for survey control.
 FS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0371.See file dsdata.txt to determine how the superseded data were derived.
 FS0371
 FS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV475438(NAD 83)
 FS0371_MARKER: Q = CHISELED SQUARE
 FS0371_SETTING: 80 = SET IN A BOULDER
 FS0371_SP_SET: BOULDER
 FS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0371+STABILITY: SURFACE MOTION
 FS0371
 FS0371  HISTORY     - Date     Condition        Report By
 FS0371  HISTORY     - UNK      MONUMENTED       USGS
 FS0371  HISTORY     - 1950     GOOD             NGS
 FS0371
 FS0371                          STATION DESCRIPTION
 FS0371
 FS0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0371'18.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0371'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0371'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 7.5 MILES
 FS0371'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.5 MILE
 FS0371'NORTH OF THE JUNCTION OF A ROAD LEADING EAST, ABOUT 80 YARDS
 FS0371'NORTH OF A POINT WHERE THE ROAD CROSSES A DRY WASH, ON THE INSIDE
 FS0371'OF A CURVE, ON THE TOP OF A BLACK BOULDER PROJECTING 0.5 FOOT
 FS0371'ABOVE THE GROUND, 43 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0371'29 FEET SOUTHEAST OF A LARGE CAIRN, 2.0 FEET NORTH OF A SMALL
 FS0371'WHITE BOULDER, ABOUT LEVEL WITH THE ROAD, AND MARKED BY THE
 FS0371'BLACK PAINTED LETTERS U S B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0581 ***********************************************************************
 FS0581  DESIGNATION -  3462.73
 FS0581  PID         -  FS0581
 FS0581  STATE/COUNTY-  AZ/MOHAVE
 FS0581  USGS QUAD   -  KINGMAN (1980)
 FS0581
 FS0581                         *CURRENT SURVEY CONTROL
 FS0581  ___________________________________________________________________
 FS0581* NAD 83(1986)-  35 12 59.     (N)    114 00 41.     (W)     SCALED    
 FS0581* NAVD 88     -      1056.159  (meters)    3465.08   (feet)  ADJUSTED  
 FS0581  ___________________________________________________________________
 FS0581  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0581  DYNAMIC HT  -        1054.906 (meters)    3460.97  (feet)  COMP
 FS0581  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FS0581
 FS0581  VERT ORDER  -  FIRST     CLASS II
 FS0581
 FS0581.The horizontal coordinates were scaled from a topographic map and have
 FS0581.an estimated accuracy of +/- 6 seconds.
 FS0581
 FS0581.The orthometric height was determined by differential leveling
 FS0581.and adjusted by the National Geodetic Survey in June 1991..
 FS0581
 FS0581.The geoid height was determined by GEOID03.
 FS0581
 FS0581.The dynamic height is computed by dividing the NAVD 88
 FS0581.geopotential number by the normal gravity value computed on the
 FS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0581.degrees latitude (g = 980.6199 gals.).
 FS0581
 FS0581.The modeled gravity was interpolated from observed gravity values.
 FS0581
 FS0581;                    North         East    Units  Estimated Accuracy
 FS0581;SPC AZ W     -   467,630.      189,560.      MT  (+/- 180 meters Scaled)
 FS0581
 FS0581                          SUPERSEDED SURVEY CONTROL
 FS0581
 FS0581  NGVD 29 (??/??/92) 1055.349  (m)         3462.42   (f) ADJ UNCH    1 2
 FS0581
 FS0581.Superseded values are not recommended for survey control.
 FS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0581.See file dsdata.txt to determine how the superseded data were derived.
 FS0581
 FS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV720011(NAD 83)
 FS0581_MARKER: DD = SURVEY DISK
 FS0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0581_SP_SET: CULVERT
 FS0581_STAMPING: 3462.73 34
 FS0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0581
 FS0581  HISTORY     - Date     Condition        Report By
 FS0581  HISTORY     - UNK      MONUMENTED       AZHD
 FS0581  HISTORY     - 1935     GOOD             NGS
 FS0581  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0581  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0581
 FS0581                          STATION DESCRIPTION
 FS0581
 FS0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0581'AT PORT KINGMAN AIRPORT.
 FS0581'AT PORT KINGMAN AIRPORT (ABANDONED), MOHAVE COUNTY, AT THE MAIN
 FS0581'GATE, AT A CATTLE GUARD, IN THE CENTER OF THE TOP OF THE
 FS0581'SOUTHWEST HEADWALL, 50 FEET NORTHWEST OF THE CENTERLINE OF
 FS0581'U.S. HIGHWAY 66, AND 10 FEET SOUTHWEST OF THE CENTERLINE OF
 FS0581'THE ENTRANCE ROAD.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 FS0581'DISK, STAMPED 3462.73 34.
 FS0581
 FS0581                          STATION RECOVERY (1966)
 FS0581
 FS0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0581'MARK NOT FOUND.
 FS0581
 FS0581                          STATION RECOVERY (1982)
 FS0581
 FS0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0581'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0357 ***********************************************************************
 CG0357  DESIGNATION -  3465.38
 CG0357  PID         -  CG0357
 CG0357  STATE/COUNTY-  AZ/PIMA
 CG0357  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0357
 CG0357                         *CURRENT SURVEY CONTROL
 CG0357  ___________________________________________________________________
 CG0357* NAD 83(1986)-  31 59 59.     (N)    110 41 04.     (W)     SCALED    
 CG0357* NAVD 88     -      1056.87   (+/-2cm)    3467.4    (feet)  VERTCON   
 CG0357  ___________________________________________________________________
 CG0357  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CG0357
 CG0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0357
 CG0357.The horizontal coordinates were scaled from a topographic map and have
 CG0357.an estimated accuracy of +/- 6 seconds.
 CG0357
 CG0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0357.The vertical order pertains to the NGVD 29 superseded value.
 CG0357
 CG0357.The geoid height was determined by GEOID03.
 CG0357
 CG0357;                    North         East    Units  Estimated Accuracy
 CG0357;SPC AZ C     -   111,500.      329,790.      MT  (+/- 180 meters Scaled)
 CG0357
 CG0357                          SUPERSEDED SURVEY CONTROL
 CG0357
 CG0357  NGVD 29 (??/??/92) 1056.139  (m)         3465.02   (f) ADJ UNCH    2 0
 CG0357
 CG0357.Superseded values are not recommended for survey control.
 CG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0357.See file dsdata.txt to determine how the superseded data were derived.
 CG0357
 CG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA298404(NAD 83)
 CG0357_MARKER: DD = SURVEY DISK
 CG0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0357_SP_SET: CATTLE GUARD
 CG0357_STAMPING: 3465.38
 CG0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0357
 CG0357  HISTORY     - Date     Condition        Report By
 CG0357  HISTORY     - UNK      MONUMENTED       AZHD
 CG0357  HISTORY     - 1962     GOOD             NGS
 CG0357
 CG0357                          STATION DESCRIPTION
 CG0357
 CG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0357'20.6 MI SE FROM TUCSON.
 CG0357'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0357'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE SOUTH ALONG
 CG0357'STATE HIGHWAY 83 FOR 0.55 MILE FROM THE SOUTH END OF THE SONOITA
 CG0357'OVERPASS, SET IN THE WEST HEADWALL OF A CATTLEGUARD, 15.8 FEET WEST OF
 CG0357'THE CENTER OF THE CATTLEGUARD, AT MILEPOST 59, A STANDARD DISK SET IN
 CG0357'A DRILLHOLE IN THE WEST HEADWALL OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0255 ***********************************************************************
 DU0255  DESIGNATION -  3467.92
 DU0255  PID         -  DU0255
 DU0255  STATE/COUNTY-  AZ/GILA
 DU0255  USGS QUAD   -  INSPIRATION (1982)
 DU0255
 DU0255                         *CURRENT SURVEY CONTROL
 DU0255  ___________________________________________________________________
 DU0255* NAD 83(1986)-  33 23 37.     (N)    110 52 39.     (W)     SCALED    
 DU0255* NAVD 88     -      1048.67   (+/-2cm)    3440.5    (feet)  VERTCON   
 DU0255  ___________________________________________________________________
 DU0255  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU0255
 DU0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0255
 DU0255.The horizontal coordinates were scaled from a topographic map and have
 DU0255.an estimated accuracy of +/- 6 seconds.
 DU0255
 DU0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0255.The vertical order pertains to the NGVD 29 superseded value.
 DU0255
 DU0255.The geoid height was determined by GEOID03.
 DU0255
 DU0255;                    North         East    Units  Estimated Accuracy
 DU0255;SPC AZ E     -   265,630.      147,230.      MT  (+/- 180 meters Scaled)
 DU0255
 DU0255                          SUPERSEDED SURVEY CONTROL
 DU0255
 DU0255  NGVD 29 (??/??/92) 1048.014  (m)         3438.36   (f) ADJ UNCH    2 0
 DU0255
 DU0255.Superseded values are not recommended for survey control.
 DU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0255.See file dsdata.txt to determine how the superseded data were derived.
 DU0255
 DU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB113949(NAD 83)
 DU0255_MARKER: DD = SURVEY DISK
 DU0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0255_SP_SET: GUARD RAIL
 DU0255_STAMPING: EL 3467.92 STA6+03.1
 DU0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0255
 DU0255  HISTORY     - Date     Condition        Report By
 DU0255  HISTORY     - UNK      MONUMENTED       AZHD
 DU0255  HISTORY     - 1935     GOOD             NGS
 DU0255  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0255
 DU0255                          STATION DESCRIPTION
 DU0255
 DU0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0255'IN MIAMI.
 DU0255'ABOUT 100 YDS E OF THE BULLION PLAZA SCHOOL, ON THE NORTH GUARD RAIL
 DU0255'AND 22 FEET EAST OF THE WEST END OF THE BRIDGE.
 DU0255
 DU0255                          STATION RECOVERY (1979)
 DU0255
 DU0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0255'NOTE=THIS IS A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0161 ***********************************************************************
 ET0161  DESIGNATION -  3478
 ET0161  PID         -  ET0161
 ET0161  STATE/COUNTY-  AZ/YAVAPAI
 ET0161  USGS QUAD   -  COTTONWOOD (1973)
 ET0161
 ET0161                         *CURRENT SURVEY CONTROL
 ET0161  ___________________________________________________________________
 ET0161* NAD 83(1986)-  34 42 11.     (N)    112 00 34.     (W)     SCALED    
 ET0161* NAVD 88     -      1061.153  (meters)    3481.47   (feet)  ADJUSTED  
 ET0161  ___________________________________________________________________
 ET0161  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ET0161  DYNAMIC HT  -        1059.815 (meters)    3477.08  (feet)  COMP
 ET0161  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 ET0161
 ET0161  VERT ORDER  -  FIRST     CLASS II
 ET0161
 ET0161.The horizontal coordinates were scaled from a topographic map and have
 ET0161.an estimated accuracy of +/- 6 seconds.
 ET0161
 ET0161.The orthometric height was determined by differential leveling
 ET0161.and adjusted by the National Geodetic Survey in June 1991..
 ET0161
 ET0161.The geoid height was determined by GEOID03.
 ET0161
 ET0161.The dynamic height is computed by dividing the NAVD 88
 ET0161.geopotential number by the normal gravity value computed on the
 ET0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0161.degrees latitude (g = 980.6199 gals.).
 ET0161
 ET0161.The modeled gravity was interpolated from observed gravity values.
 ET0161
 ET0161;                    North         East    Units  Estimated Accuracy
 ET0161;SPC AZ C     -   410,640.      204,860.      MT  (+/- 180 meters Scaled)
 ET0161
 ET0161                          SUPERSEDED SURVEY CONTROL
 ET0161
 ET0161  NGVD 29 (??/??/92) 1060.412  (m)         3479.03   (f) ADJ UNCH    1 2
 ET0161
 ET0161.Superseded values are not recommended for survey control.
 ET0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0161.See file dsdata.txt to determine how the superseded data were derived.
 ET0161
 ET0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD075405(NAD 83)
 ET0161_MARKER: P = PIPE CAP
 ET0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0161+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0161
 ET0161  HISTORY     - Date     Condition        Report By
 ET0161  HISTORY     - UNK      MONUMENTED       USGLO
 ET0161  HISTORY     - 1933     GOOD             NGS
 ET0161  HISTORY     - 1973     GOOD             USGS
 ET0161  HISTORY     - 20040501 GOOD             NGS
 ET0161  HISTORY     - 20050508 GOOD             USPSQD
 ET0161
 ET0161                          STATION DESCRIPTION
 ET0161
 ET0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0161'4.3 MI SE FROM COTTONWOOD.
 ET0161'T.15 N., R. 3 E., SECTION CORNER 10, 11, 15, AND 14, IRON POST, 60
 ET0161'FEET EAST OF FENCE CORNER, 18 FEET WEST OF HIGHWAY CENTER-LINE OF
 ET0161'SECTION CORNER POST.
 ET0161
 ET0161                          STATION RECOVERY (1973)
 ET0161
 ET0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0161'2.6 MILES EAST AND SOUTH ALONG STATE HIGHWAY 89 A FROM THE POST
 ET0161'OFFICE AT COTTONWOOD, YAVAPAI CO. TO A ROAD JUNCTION SOUTH, THENCE
 ET0161'SOUTHEAST ALONG THE ROAD 1.7 MILES, 145 FEET SOUTHWEST OF A ROAD
 ET0161'JUNCTION, 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND A CATTLE
 ET0161'GUARD, IN A FENCE LINE. A STANDARD UNITED STATES GENERAL LAND OFFICE
 ET0161'BRASS CAP STAMPED "T 15 N R 3 E S 10 S 11 S 14 S 15 17" AND RIVETED
 ET0161'ON THE TOP OF AN IRON PIPE PROJECTED 1.0 FEET ABOVE THE GROUND.
 ET0161
 ET0161                          STATION RECOVERY (2004)
 ET0161
 ET0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0161'ROAD SOUTH IS SOUTH CAMINO ROAD (FORMERLY AZ 279).  STATION IS 1.55
 ET0161'MILES SOUTH OF AZ 89A (FORMER US 89A).
 ET0161
 ET0161                          STATION RECOVERY (2005)
 ET0161
 ET0161'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0161'RECOVERED AS DESCRIBED. CATTLE GUARD AND FENCE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0138 ***********************************************************************
 DB0138  DESIGNATION -  348
 DB0138  PID         -  DB0138
 DB0138  STATE/COUNTY-  AZ/YUMA
 DB0138  USGS QUAD   -  WELLTON MESA (1982)
 DB0138
 DB0138                         *CURRENT SURVEY CONTROL
 DB0138  ___________________________________________________________________
 DB0138* NAD 83(1986)-  32 41 13.     (N)    114 00 35.     (W)     SCALED    
 DB0138* NAVD 88     -       106.907  (meters)     350.74   (feet)  ADJUSTED  
 DB0138  ___________________________________________________________________
 DB0138  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DB0138  DYNAMIC HT  -         106.786 (meters)     350.35  (feet)  COMP
 DB0138  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 DB0138
 DB0138  VERT ORDER  -  FIRST     CLASS II
 DB0138
 DB0138.The horizontal coordinates were scaled from a topographic map and have
 DB0138.an estimated accuracy of +/- 6 seconds.
 DB0138
 DB0138.The orthometric height was determined by differential leveling
 DB0138.and adjusted by the National Geodetic Survey in June 1991..
 DB0138
 DB0138.The geoid height was determined by GEOID03.
 DB0138
 DB0138.The dynamic height is computed by dividing the NAVD 88
 DB0138.geopotential number by the normal gravity value computed on the
 DB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0138.degrees latitude (g = 980.6199 gals.).
 DB0138
 DB0138.The modeled gravity was interpolated from observed gravity values.
 DB0138
 DB0138;                    North         East    Units  Estimated Accuracy
 DB0138;SPC AZ W     -   187,070.      189,000.      MT  (+/- 180 meters Scaled)
 DB0138
 DB0138                          SUPERSEDED SURVEY CONTROL
 DB0138
 DB0138  NGVD 29 (??/??/??)  106.239  (m)          348.55   (f) ADJUSTED    1 2
 DB0138
 DB0138.Superseded values are not recommended for survey control.
 DB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0138.See file dsdata.txt to determine how the superseded data were derived.
 DB0138
 DB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS803205(NAD 83)
 DB0138_MARKER: P = PIPE CAP
 DB0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0138_MARK LOGO: USGS  
 DB0138_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0138
 DB0138  HISTORY     - Date     Condition        Report By
 DB0138  HISTORY     - UNK      MONUMENTED       USGS
 DB0138  HISTORY     - 1960     GOOD             NGS
 DB0138  HISTORY     - 1981     GOOD             NGS
 DB0138  HISTORY     - 1981     GOOD             NGS
 DB0138
 DB0138                          STATION DESCRIPTION
 DB0138
 DB0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0138'7.3 MI E FROM WELLTON.
 DB0138'7.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0138'WELLTON, 3.2 MILES WEST FROM THE POST OFFICE AT TACNA, 0.4 MILE
 DB0138'EAST FROM HIGHWAY MILE POST 41.  44 FEET NORTH OF THE NORTH
 DB0138'RAIL OF THE RAILROAD, 5.8 FEET EAST OF A POLE, 1.4 FEET WEST OF
 DB0138'A WHITE WITNESS POST, A STANDARD U.S. GEOLOGICAL SURVEY BRASS
 DB0138'CAP WITH NO STAMPING.
 DB0138
 DB0138                          STATION RECOVERY (1981)
 DB0138
 DB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0138'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0138'IN TACNA, 0.7 KM (0.45 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0138'MILEPOLE 778, 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DB0138'HIGHWAY, 13.4 M (44.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DB0138'TRACKS, 5.4 M (18.0 FT) NORTHWEST OF THE CENTERLINE OF A DIRT
 DB0138'SERVICE ROAD FOR THE RAILROAD.
 DB0138'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0138'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0138
 DB0138                          STATION RECOVERY (1981)
 DB0138
 DB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0138'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0138'IN TACNA, 0.7 KM (0.45 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0138'MILEPOLE 778, 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DB0138'HIGHWAY, 13.4 M (44.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DB0138'TRACKS, 5.4 M (18.0 FT) NORTHWEST OF THE CENTERLINE OF A DIRT
 DB0138'SERVICE ROAD FOR THE RAILROAD.
 DB0138'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0138'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0215 ***********************************************************************
 CG0215  DESIGNATION -  3481.59
 CG0215  PID         -  CG0215
 CG0215  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0215  USGS QUAD   -  RIO RICO (1981)
 CG0215
 CG0215                         *CURRENT SURVEY CONTROL
 CG0215  ___________________________________________________________________
 CG0215* NAD 83(1986)-  31 26 58.     (N)    110 58 14.     (W)     SCALED    
 CG0215* NAVD 88     -      1061.91   (+/-2cm)    3483.9    (feet)  VERTCON   
 CG0215  ___________________________________________________________________
 CG0215  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0215
 CG0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0215
 CG0215.The horizontal coordinates were scaled from a topographic map and have
 CG0215.an estimated accuracy of +/- 6 seconds.
 CG0215
 CG0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0215.The vertical order pertains to the NGVD 29 superseded value.
 CG0215
 CG0215.The geoid height was determined by GEOID03.
 CG0215
 CG0215;                    North         East    Units  Estimated Accuracy
 CG0215;SPC AZ C     -    50,210.      303,280.      MT  (+/- 180 meters Scaled)
 CG0215
 CG0215                          SUPERSEDED SURVEY CONTROL
 CG0215
 CG0215  NGVD 29 (??/??/92) 1061.054  (m)         3481.14   (f) ADJ UNCH    2 0
 CG0215
 CG0215.Superseded values are not recommended for survey control.
 CG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0215.See file dsdata.txt to determine how the superseded data were derived.
 CG0215
 CG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV027794(NAD 83)
 CG0215_MARKER: DB = BENCH MARK DISK
 CG0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0215_SP_SET: CATTLE GUARD
 CG0215_STAMPING: 3481.59 981-64.29 1951
 CG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0215
 CG0215  HISTORY     - Date     Condition        Report By
 CG0215  HISTORY     - 1951     MONUMENTED       AZHD
 CG0215  HISTORY     - 1959     GOOD             NGS
 CG0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0215  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0215
 CG0215                          STATION DESCRIPTION
 CG0215
 CG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0215'8.0 MI N FROM NOGALES.
 CG0215'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0215'RAILROAD TRACKS, THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 89, 0.2
 CG0215'MILE NORTH OF MILEPOST 9, 97 FEET EAST OF THE CENTER OF THE HIGHWAY,
 CG0215'CEMENTED IN THE SOUTHEAST HEADWALL OF A CATTLE GUARD, 10 FEET SOUTH OF
 CG0215'THE ROAD LEADING TO THE BACA FLOAT RANCH.
 CG0215
 CG0215                          STATION RECOVERY (1976)
 CG0215
 CG0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0215'MARK NOT FOUND.
 CG0215
 CG0215                          STATION RECOVERY (1980)
 CG0215
 CG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0215'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A NEW CATTLE
 CG0215'GUARD AT THE DESCRIBED LOCATION AND THE MARK IS BELIEVED DESTROYED
 CG0215'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1210 ***********************************************************************
 DU1210  DESIGNATION -  3494.27
 DU1210  PID         -  DU1210
 DU1210  STATE/COUNTY-  AZ/GILA
 DU1210  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1210
 DU1210                         *CURRENT SURVEY CONTROL
 DU1210  ___________________________________________________________________
 DU1210* NAD 83(1986)-  33 47 51.     (N)    110 29 26.     (W)     SCALED    
 DU1210* NAVD 88     -      1183.919  (meters)    3884.24   (feet)  ADJUSTED  
 DU1210  ___________________________________________________________________
 DU1210  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DU1210  DYNAMIC HT  -        1182.307 (meters)    3878.95  (feet)  COMP
 DU1210  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 DU1210
 DU1210  VERT ORDER  -  FIRST     CLASS II
 DU1210
 DU1210.The horizontal coordinates were scaled from a topographic map and have
 DU1210.an estimated accuracy of +/- 6 seconds.
 DU1210
 DU1210.The orthometric height was determined by differential leveling
 DU1210.and adjusted by the National Geodetic Survey in June 1991..
 DU1210
 DU1210.The geoid height was determined by GEOID03.
 DU1210
 DU1210.The dynamic height is computed by dividing the NAVD 88
 DU1210.geopotential number by the normal gravity value computed on the
 DU1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1210.degrees latitude (g = 980.6199 gals.).
 DU1210
 DU1210.The modeled gravity was interpolated from observed gravity values.
 DU1210
 DU1210;                    North         East    Units  Estimated Accuracy
 DU1210;SPC AZ E     -   310,240.      183,370.      MT  (+/- 180 meters Scaled)
 DU1210
 DU1210                          SUPERSEDED SURVEY CONTROL
 DU1210
 DU1210.No superseded survey control is available for this station.
 DU1210
 DU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC471398(NAD 83)
 DU1210_MARKER: DB = BENCH MARK DISK
 DU1210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1210_SP_SET: HEADWALL CONCRETE CULVERT
 DU1210_STAMPING: 3494.27
 DU1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1210+STABILITY: SURFACE MOTION
 DU1210
 DU1210  HISTORY     - Date     Condition        Report By
 DU1210  HISTORY     - UNK      MONUMENTED       AZHD
 DU1210  HISTORY     - 1979     GOOD             NGS
 DU1210  HISTORY     - 19960918 GOOD             USPSQD
 DU1210
 DU1210                          STATION DESCRIPTION
 DU1210
 DU1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1210'39.5 MI NE FROM GLOBE.
 DU1210'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1210'IN SALT RIVER CANYON, 57.8 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY
 DU1210'FROM THE SOUTH END OF A CULVERT, 41.9 FEET NORTH-NORTHWEST OF THE
 DU1210'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU1210'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1210'THE MARK IS 2.6 FT  S FROM A WITNESS POST.
 DU1210'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1210
 DU1210                          STATION RECOVERY (1996)
 DU1210
 DU1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0783 ***********************************************************************
 CG0783  DESIGNATION -  3498.8
 CG0783  PID         -  CG0783
 CG0783  STATE/COUNTY-  AZ/PIMA
 CG0783  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0783
 CG0783                         *CURRENT SURVEY CONTROL
 CG0783  ___________________________________________________________________
 CG0783* NAD 83(1986)-  31 49 07.     (N)    111 30 30.     (W)     SCALED    
 CG0783* NAVD 88     -      1067.05   (+/-2cm)    3500.8    (feet)  VERTCON   
 CG0783  ___________________________________________________________________
 CG0783  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0783
 CG0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0783
 CG0783.The horizontal coordinates were scaled from a topographic map and have
 CG0783.an estimated accuracy of +/- 6 seconds.
 CG0783
 CG0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0783.The vertical order pertains to the NGVD 29 superseded value.
 CG0783
 CG0783.The geoid height was determined by GEOID03.
 CG0783
 CG0783;                    North         East    Units  Estimated Accuracy
 CG0783;SPC AZ C     -    90,830.      252,020.      MT  (+/- 180 meters Scaled)
 CG0783
 CG0783                          SUPERSEDED SURVEY CONTROL
 CG0783
 CG0783  NGVD 29 (??/??/92) 1066.269  (m)         3498.25   (f) ADJ UNCH    2 0
 CG0783
 CG0783.Superseded values are not recommended for survey control.
 CG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0783.See file dsdata.txt to determine how the superseded data were derived.
 CG0783
 CG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA518204(NAD 83)
 CG0783_MARKER: N = NAIL
 CG0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0783_SP_SET: TREE
 CG0783_STAMPING: 3498.8
 CG0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0783
 CG0783  HISTORY     - Date     Condition        Report By
 CG0783  HISTORY     - UNK      MONUMENTED       USGS
 CG0783  HISTORY     - 1952     GOOD             NGS
 CG0783  HISTORY     - 1977     GOOD             USGS
 CG0783
 CG0783                          STATION DESCRIPTION
 CG0783
 CG0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0783'25.3 MI SW FROM THREE POINTS.
 CG0783'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL, AT THREE POINTS,
 CG0783'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 4.7 MILES WEST
 CG0783'ALONG ELKHORN RANCH ROAD, AT THE Y JUNCTION OF A ROAD LEADING
 CG0783'SOUTHEAST, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD MEASURED
 CG0783'FROM THE CENTER OF THE Y JUNCTION, 4.1 FEET WEST OF THE WITNESS POST,
 CG0783'ABOUT 1 FOOT HIGHER THAN THE ROAD, A COPPER NAIL AND WASHER ON A
 CG0783'CHOPPED OFF LIMB OF A TREE, METAL TAG ON THE TREE STAMPED 3498.8.
 CG0783
 CG0783                          STATION RECOVERY (1977)
 CG0783
 CG0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0783'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0508 ***********************************************************************
 ES0508  DESIGNATION -  35
 ES0508  PID         -  ES0508
 ES0508  STATE/COUNTY-  AZ/COCONINO
 ES0508  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0508
 ES0508                         *CURRENT SURVEY CONTROL
 ES0508  ___________________________________________________________________
 ES0508* NAD 83(1986)-  34 57 22.     (N)    111 45 17.     (W)     SCALED    
 ES0508* NAVD 88     -      1535.445  (meters)    5037.54   (feet)  ADJUSTED  
 ES0508  ___________________________________________________________________
 ES0508  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0508  DYNAMIC HT  -        1533.402 (meters)    5030.84  (feet)  COMP
 ES0508  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 ES0508
 ES0508  VERT ORDER  -  FIRST     CLASS II
 ES0508
 ES0508.The horizontal coordinates were scaled from a topographic map and have
 ES0508.an estimated accuracy of +/- 6 seconds.
 ES0508
 ES0508.The orthometric height was determined by differential leveling
 ES0508.and adjusted by the National Geodetic Survey in June 1991..
 ES0508
 ES0508.The geoid height was determined by GEOID03.
 ES0508
 ES0508.The dynamic height is computed by dividing the NAVD 88
 ES0508.geopotential number by the normal gravity value computed on the
 ES0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0508.degrees latitude (g = 980.6199 gals.).
 ES0508
 ES0508.The modeled gravity was interpolated from observed gravity values.
 ES0508
 ES0508;                    North         East    Units  Estimated Accuracy
 ES0508;SPC AZ C     -   438,720.      228,150.      MT  (+/- 180 meters Scaled)
 ES0508
 ES0508                          SUPERSEDED SURVEY CONTROL
 ES0508
 ES0508  NGVD 29 (??/??/92) 1534.576  (m)         5034.69   (f) ADJ UNCH    1 2
 ES0508
 ES0508.Superseded values are not recommended for survey control.
 ES0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0508.See file dsdata.txt to determine how the superseded data were derived.
 ES0508
 ES0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD310684(NAD 83)
 ES0508_MARKER: S = SPIKE
 ES0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0508_SP_SET: TREE
 ES0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0508
 ES0508  HISTORY     - Date     Condition        Report By
 ES0508  HISTORY     - UNK      MONUMENTED       AZHD
 ES0508  HISTORY     - 1933     GOOD             NGS
 ES0508
 ES0508                          STATION DESCRIPTION
 ES0508
 ES0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0508'8.7 MI N FROM SEDONA.
 ES0508'AT SIDE OF HIGHWAY, 0.8 MILES NORTH OF OAK CREEK HWY. BRIDGE, 20 FEET
 ES0508'WEST OF HIGHWAY CENTER-LINE, ON BASE OF JUNIPER TREE SCRIBED B.M.
 ES0508'35-5042.11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1577 ***********************************************************************
 DV1577  DESIGNATION -  35 A
 DV1577  PID         -  DV1577
 DV1577  STATE/COUNTY-  AZ/LA PAZ
 DV1577  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1577
 DV1577                         *CURRENT SURVEY CONTROL
 DV1577  ___________________________________________________________________
 DV1577* NAD 83(1986)-  33 34 45.     (N)    113 24 44.     (W)     SCALED    
 DV1577* NAVD 88     -       428.89   (+/-2cm)    1407.1    (feet)  VERTCON   
 DV1577  ___________________________________________________________________
 DV1577  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1577
 DV1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1577
 DV1577.The horizontal coordinates were scaled from a topographic map and have
 DV1577.an estimated accuracy of +/- 6 seconds.
 DV1577
 DV1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1577.The vertical order pertains to the NGVD 29 superseded value.
 DV1577
 DV1577.The geoid height was determined by GEOID03.
 DV1577
 DV1577;                    North         East    Units  Estimated Accuracy
 DV1577;SPC AZ W     -   286,040.      244,720.      MT  (+/- 180 meters Scaled)
 DV1577
 DV1577                          SUPERSEDED SURVEY CONTROL
 DV1577
 DV1577  NGVD 29 (??/??/92)  428.224  (m)         1404.93   (f) ADJ UNCH    2 0
 DV1577
 DV1577.Superseded values are not recommended for survey control.
 DV1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1577.See file dsdata.txt to determine how the superseded data were derived.
 DV1577
 DV1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC761181(NAD 83)
 DV1577_MARKER: DD = SURVEY DISK
 DV1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1577_STAMPING: 35 A 1962
 DV1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1577+STABILITY: SURFACE MOTION
 DV1577
 DV1577  HISTORY     - Date     Condition        Report By
 DV1577  HISTORY     - 1962     MONUMENTED       AZHD
 DV1577
 DV1577                          STATION DESCRIPTION
 DV1577
 DV1577'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1577'23.7 MI SE FROM SALOME.
 DV1577'0.5 MILE EAST-SOUTHEAST OF F 413 35, AN ARIZONA HIGHWAY DEPARTMENT
 DV1577'DISK STAMPED 35 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1577'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1577'HIGHWAY 10, 1.8 FEET NORTHWEST OF  L  A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0825 ***********************************************************************
 FQ0825  DESIGNATION -  35 BKC
 FQ0825  PID         -  FQ0825
 FQ0825  STATE/COUNTY-  AZ/COCONINO
 FQ0825  USGS QUAD   -  WUPATKI SE (1969)
 FQ0825
 FQ0825                         *CURRENT SURVEY CONTROL
 FQ0825  ___________________________________________________________________
 FQ0825* NAD 83(1986)-  35 34 07.     (N)    111 16 07.     (W)     SCALED    
 FQ0825* NAVD 88     -      1314.214  (meters)    4311.72   (feet)  POSTED    
 FQ0825  ___________________________________________________________________
 FQ0825  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0825  DYNAMIC HT  -        1312.570 (meters)    4306.32  (feet)  COMP
 FQ0825  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 FQ0825
 FQ0825  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0825
 FQ0825.The horizontal coordinates were scaled from a topographic map and have
 FQ0825.an estimated accuracy of +/- 6 seconds.
 FQ0825
 FQ0825.The orthometric height was determined by differential leveling
 FQ0825.and adjusted by the National Geodetic Survey in 1992..
 FQ0825.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0825.rate of 0.0 thru 1.0 mm/km.
 FQ0825
 FQ0825.The geoid height was determined by GEOID03.
 FQ0825
 FQ0825.The dynamic height is computed by dividing the NAVD 88
 FQ0825.geopotential number by the normal gravity value computed on the
 FQ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0825.degrees latitude (g = 980.6199 gals.).
 FQ0825
 FQ0825.The modeled gravity was interpolated from observed gravity values.
 FQ0825
 FQ0825;                    North         East    Units  Estimated Accuracy
 FQ0825;SPC AZ C     -   506,850.      272,100.      MT  (+/- 180 meters Scaled)
 FQ0825
 FQ0825                          SUPERSEDED SURVEY CONTROL
 FQ0825
 FQ0825.No superseded survey control is available for this station.
 FQ0825
 FQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE756361(NAD 83)
 FQ0825_MARKER: DB = BENCH MARK DISK
 FQ0825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0825_SP_SET: COPPER-CLAD STEEL ROD
 FQ0825_STAMPING: 35 BKC 1968
 FQ0825_MARK LOGO: USGS  
 FQ0825_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0825+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0825
 FQ0825  HISTORY     - Date     Condition        Report By
 FQ0825  HISTORY     - 1968     MONUMENTED       USGS
 FQ0825
 FQ0825                          STATION DESCRIPTION
 FQ0825
 FQ0825'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0825'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0825'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0825'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0825'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0825'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0825'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0825'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0825'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 0.4 MILES, ABOUT 0.1
 FQ0825'MILE EAST OF A DIVERSION DAM, 75 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0825'ROAD, 1 FOOT NORTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0825'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ESTABLISHED AS A USGS THIRD
 FQ0825'ORDER TRIANGULATION STATION IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1085 ***********************************************************************
 FS1085  DESIGNATION -  35 DEG LAT POST ECC
 FS1085  PID         -  FS1085
 FS1085  STATE/COUNTY-  AZ/MOHAVE
 FS1085  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1085
 FS1085                         *CURRENT SURVEY CONTROL
 FS1085  ___________________________________________________________________
 FS1085* NAD 83(1992)-  35 00 04.50636(N)    114 36 26.45256(W)     ADJUSTED  
 FS1085* NAVD 88     -       165.4    (meters)     543.     (feet)  VERTCON   
 FS1085  ___________________________________________________________________
 FS1085  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FS1085  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FS1085
 FS1085  HORZ ORDER  -  FIRST
 FS1085
 FS1085.The horizontal coordinates were established by classical geodetic methods
 FS1085.and adjusted by the National Geodetic Survey in August 1993..
 FS1085
 FS1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1085
 FS1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1085
 FS1085.The geoid height was determined by GEOID03.
 FS1085
 FS1085;                    North         East     Units Scale Factor Converg.
 FS1085;SPC AZ W     -   444,063.735   135,099.678   MT  1.00000879   -0 29 30.5
 FS1085;SPC AZ W     - 1,456,902.02    443,240.41   iFT  1.00000879   -0 29 30.5
 FS1085;SPC CA 5     -   671,753.056 2,309,624.310   MT  0.99993163   +1 56 01.9
 FS1085;SPC CA 5     - 2,203,909.82  7,577,492.42   sFT  0.99993163   +1 56 01.9
 FS1085;SPC NV E     - 8,028,305.903   289,087.141   MT  0.99999778   +0 33 35.5
 FS1085;SPC NV E     -26,339,533.62    948,446.73   sFT  0.99999778   +0 33 35.5
 FS1085;UTM  11      - 3,875,797.883   718,352.019   MT  1.00018764   +1 22 22.6
 FS1085
 FS1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1085!SPC AZ W     -   0.99997883  x   1.00000879  =   0.99998762
 FS1085!SPC CA 5     -   0.99997883  x   0.99993163  =   0.99991046
 FS1085!SPC NV E     -   0.99997883  x   0.99999778  =   0.99997661
 FS1085!UTM  11      -   0.99997883  x   1.00018764  =   1.00016647
 FS1085
 FS1085|---------------------------------------------------------------------|
 FS1085| PID    Reference Object                     Distance      Geod. Az  |
 FS1085|                                                           dddmmss.s |
 FS1085| CC5007 35 DEG LAT POST ECC RM 1              7.530 METERS 03339     |
 FS1085| CC5006 35 DEG LAT POST ECC AZ MK                          0980759.0 |
 FS1085| CC5008 35 DEG LAT POST ECC RM 2              7.418 METERS 12544     |
 FS1085| FS1086 ARIZONA EAST LATITUDE POST           58.509 METERS 34022     |
 FS1085|---------------------------------------------------------------------|
 FS1085
 FS1085                          SUPERSEDED SURVEY CONTROL
 FS1085
 FS1085  NAD 83(1986)-  35 00 04.51392(N)    114 36 26.45327(W) AD(       ) 1
 FS1085  NAD 27      -  35 00 04.50901(N)    114 36 23.57794(W) AD(       ) 1
 FS1085  NGVD 29 (07/19/86)  164.7    (m)          540.     (f) VERT ANG       
 FS1085
 FS1085.Superseded values are not recommended for survey control.
 FS1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1085.See file dsdata.txt to determine how the superseded data were derived.
 FS1085
 FS1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1835275798(NAD 83)
 FS1085_MARKER: DS = TRIANGULATION STATION DISK
 FS1085_SETTING: 80 = SET IN A BOULDER
 FS1085_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1085
 FS1085  HISTORY     - Date     Condition        Report By
 FS1085  HISTORY     - 1934     MONUMENTED       CGS
 FS1085  HISTORY     - 1964     GOOD             CGS
 FS1085  HISTORY     - 1968     GOOD             AZHD
 FS1085
 FS1085                          STATION DESCRIPTION
 FS1085
 FS1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1085'THE STATION IS LOCATED 3 MILES AIR LINE S OF FORT MOHAVE AND
 FS1085'2 MILES E OF THE COLORADO RIVER ON THE S BANK OF A WASH
 FS1085'AND THE FIRST ELEVATED GROUND E OF THE RIVER.
 FS1085'
 FS1085'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN
 FS1085'A DRILL HOLE IN BEDROCK.
 FS1085'
 FS1085'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 FS1085'IN BOULDERS.
 FS1085'
 FS1085'REACHED FROM OATMAN AS FOLLOWS--FROM THE POST OFFICE GO SW
 FS1085'ON U.S. HIGHWAY 66, 1.6 MILES.  TURN RIGHT OFF THE HIGHWAY
 FS1085'ON THE FORT MOHAVE ROAD AND GO 0.9 MILE TO CROSS ROAD, CONTINUE
 FS1085'STRAIGHT AHEAD 4.6 MILES AND TAKE RIGHT FORK, GO 6.6 MILES TO
 FS1085'A TURN IN THE ROAD WITH A FENCE RUNNING N AND S.  TURN LEFT
 FS1085'OR S ALONG FENCE AND GO 0.7 MILE, TAKE RIGHT FORK AFTER CROSSING
 FS1085'WASH AND GO 0.4 MILE, TURN SHARP RIGHT AND GO 0.3 MILE, THEN
 FS1085'TURN SHARP LEFT JUST BEFORE DROPPING INTO WASH AND GO 0.4
 FS1085'MILE.  TURN RIGHT OUT OF ROAD AND GO 0.2 MILE IN A WESTERLY
 FS1085'DIRECTION TO THE FENCE ABOUT 75 YARDS E OF THE STATION.
 FS1085'
 FS1085'IT IS PLANNED TO PUT A NEW ROAD IN FROM FORT MOHAVE TO A
 FS1085'POINT OPPOSITE NEEDLES.  THIS ROAD WILL PASS RIGHT BY THE
 FS1085'STATION, IF IT IS COMPLETED.
 FS1085
 FS1085                          STATION RECOVERY (1964)
 FS1085
 FS1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1085'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FS1085'GOOD CONDITION WITH NO NOTICABLE DISPLACEMENT OF THE MARKS.
 FS1085'35 LATITUDE POST (ARIZ.) 1893 1910, IS A 4 INCH SQUARE POST
 FS1085'SET IN THE CENTER OF A LARGE CAIRN AND IS NOT SOLID.  AN
 FS1085'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 FS1085'DESCRIPTION.
 FS1085'
 FS1085'STATION IS ABOUT 3 MILES SOUTH OF FORT MOHAVE, 2 MILES EAST
 FS1085'OF THE COLORADO RIVER AND ON THE SOUTH BANK OF A WASH AND IS
 FS1085'THE FIRST ELEVATED GROUND EAST OF THE RIVER.
 FS1085'
 FS1085'TO REACH FROM THE JUNCTION OF FRONT AND H STREETS JUST WEST
 FS1085'OF THE CITY HALL IN NEEDLES, CALIFORNIA, GO NORTH, CROSSING
 FS1085'RAILROAD TRACKS ON H STREET FOR 0.1 MILE TO A FORK.  TAKE THE
 FS1085'RIGHT FORK AND GO 0.35 MILE TO THE JUNCTION WITH ROAD ALONG TOP
 FS1085'OF LEVEE.  TURN RIGHT AND GO SOUTHEAST ALONG LEVEE ROAD FOR 1.0
 FS1085'MILE TO A BRIDGE OVER THE COLORADO RIVER.  CROSS BRIDGE AND GO
 FS1085'NORTHERLY ON BLACK TOP ROAD FOR 1.1 MILES TO A FORK.  TAKE THE
 FS1085'RIGHT FORK AND GO NORTH ON BLACK TOP ROAD FOR 9.3 MILES TO A
 FS1085'CATTLE GUARD.  CONTINUE AHEAD, NORTH, ON BLACK TOP ROAD FOR
 FS1085'1.25 MILES TO A DIM TRACK ROAD LEFT AND THE AZIMUTH MARK ON THE
 FS1085'LEFT.  TURN LEFT, WEST ON DIM TRACK ROAD FOR 0.45 MILE TO THE
 FS1085'END OF THE TRACK ROAD.  HERE GO WEST-NORTHWEST ACROSS FLAT
 FS1085'AREA FOR 0.1 MILE TO A NORTH-SOUTH FENCE AND THE STATION ABOUT
 FS1085'25 YARDS WEST OF THE FENCE.
 FS1085'
 FS1085'STATION MARK IS A STANDARD DISK, STAMPED 35 DEG LAT ECC 1893
 FS1085'1934, CEMENTED IN AN 8 BY 10 INCH BOULDER PROJECTING 2 INCHES.
 FS1085'IT IS 139 FEET WEST OF THE NORTH-SOUTH FENCE AND 3.5 FEET
 FS1085'NORTHEAST OF A WITNESS POST.
 FS1085'
 FS1085'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35 DEG LAT ECC
 FS1085'NO 1 1893 1934, CEMENTED IN A DRILL HOLE IN AN 8 BY 8 INCH
 FS1085'BOULDER PROJECTING 2 INCHES.  IT IS 124 FEET WEST OF THE FENCE
 FS1085'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FS1085'
 FS1085'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35 DEG LAT ECC NO
 FS1085'2 1893 1934, CEMENTED IN A DRILL HOLE IN A 10 BY 12 INCH
 FS1085'BOULDER PROJECTING 6 INCHES.  IT IS 119 FEET WEST OF THE
 FS1085'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FS1085'
 FS1085'35 LATITUDE POST (ARIZ.) 1893 1910 IS A 4 BY 4 INCH WOOD POST
 FS1085'SET IN THE CENTER OF A LARGE CAIRN.  IT IS ABOUT 5 FEET LOWER
 FS1085'THAN THE STATION MARK.
 FS1085'
 FS1085'AZIMUTH MARK IS A STANDARD DISK STAMPED 35 DEG LAT ECC 1893
 FS1085'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FS1085'6 INCHES.  IT IS 147 FEET SOUTH OF THE CENTER OF THE TRACK
 FS1085'ROAD, 33 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD, 1.7
 FS1085'FEET WEST OF A POWERLINE POLE AND 1.5 FEET NORTH OF A WITNESS
 FS1085'POST.
 FS1085
 FS1085                          STATION RECOVERY (1968)
 FS1085
 FS1085'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1085'GENERAL LOCATION THE STATION, REFERENCE MARKS, AND AZIMUTH
 FS1085'MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF 1964
 FS1085'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1412 ***********************************************************************
 CZ1412  DESIGNATION -  35 DOR
 CZ1412  PID         -  CZ1412
 CZ1412  STATE/COUNTY-  AZ/PIMA
 CZ1412  USGS QUAD   -  TUCSON (1992)
 CZ1412
 CZ1412                         *CURRENT SURVEY CONTROL
 CZ1412  ___________________________________________________________________
 CZ1412* NAD 83(1986)-  32 14 09.     (N)    110 58 17.     (W)     SCALED    
 CZ1412* NAVD 88     -       725.868  (meters)    2381.45   (feet)  ADJUSTED  
 CZ1412  ___________________________________________________________________
 CZ1412  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ1412  DYNAMIC HT  -         724.874 (meters)    2378.19  (feet)  COMP
 CZ1412  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 CZ1412  OBS GRAVITY -     979,245.9   (mgal)                       GRAV_OBS
 CZ1412
 CZ1412  VERT ORDER  -  FIRST     CLASS II
 CZ1412
 CZ1412.The horizontal coordinates were scaled from a topographic map and have
 CZ1412.an estimated accuracy of +/- 6 seconds.
 CZ1412
 CZ1412.The orthometric height was determined by differential leveling
 CZ1412.and adjusted by the National Geodetic Survey in June 1991..
 CZ1412
 CZ1412.The geoid height was determined by GEOID03.
 CZ1412
 CZ1412.The dynamic height is computed by dividing the NAVD 88
 CZ1412.geopotential number by the normal gravity value computed on the
 CZ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1412.degrees latitude (g = 980.6199 gals.).
 CZ1412
 CZ1412.The modeled gravity was interpolated from observed gravity values.
 CZ1412.The observed gravity was obtained from relative gravimeter ties
 CZ1412.to the IGSN71 gravity network.
 CZ1412
 CZ1412;                    North         East    Units  Estimated Accuracy
 CZ1412;SPC AZ C     -   137,410.      302,450.      MT  (+/- 180 meters Scaled)
 CZ1412
 CZ1412                          SUPERSEDED SURVEY CONTROL
 CZ1412
 CZ1412.No superseded survey control is available for this station.
 CZ1412
 CZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA026665(NAD 83)
 CZ1412_MARKER: DB = BENCH MARK DISK
 CZ1412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1412_SP_SET: STONE POST RETAINING WALL
 CZ1412_STAMPING: 35 DOR 1975
 CZ1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1412+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1412
 CZ1412  HISTORY     - Date     Condition        Report By
 CZ1412  HISTORY     - 1975     MONUMENTED       USGS
 CZ1412  HISTORY     - 1980     GOOD             NGS
 CZ1412  HISTORY     - 19960217 GOOD             USPSQD
 CZ1412  HISTORY     - 20020403 GOOD             USPSQD
 CZ1412  HISTORY     - 20060316 GOOD             USPSQD
 CZ1412
 CZ1412                          STATION DESCRIPTION
 CZ1412
 CZ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1412'IN TUCSON.
 CZ1412'IN TUCSON, AT THE NORTHWEST CORNER OF A CITY PARK AT THE SOUTHEAST
 CZ1412'CORNER OF THE INTERSECTION OF NORTH STONE AVENUE AND SPEEDWAY
 CZ1412'BOULEVARD, IN TOP OF A CONCRETE-CAPPED STONE CORNER POST OF A
 CZ1412'RETAINING WALL PROJECTING 1.0 METER (3.3 FEET) ABOVE THE GROUND,
 CZ1412'4.4 METERS (14.6 FEET) SOUTH OF THE SOUTH CURB OF SPEEDWAY BOULEVARD
 CZ1412'AND 3.4 METERS (11.3 FEET) EAST OF THE EAST CURB OF NORTH STONE
 CZ1412'AVENUE.
 CZ1412'THE MARK IS 1.5 M ABOVE THE STREET.
 CZ1412
 CZ1412                          STATION RECOVERY (1996)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1412'RECOVERED IN GOOD CONDITION.
 CZ1412
 CZ1412                          STATION RECOVERY (2002)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1412'RECOVERED IN GOOD CONDITION.
 CZ1412
 CZ1412                          STATION RECOVERY (2006)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1128 ***********************************************************************
 ES1128  DESIGNATION -  35 HLS
 ES1128  PID         -  ES1128
 ES1128  STATE/COUNTY-  AZ/NAVAJO
 ES1128  USGS QUAD   -  SUN VALLEY (1986)
 ES1128
 ES1128                         *CURRENT SURVEY CONTROL
 ES1128  ___________________________________________________________________
 ES1128* NAD 83(1986)-  34 58 31.     (N)    110 05 17.     (W)     SCALED    
 ES1128* NAVD 88     -      1607.915  (meters)    5275.30   (feet)  ADJUSTED  
 ES1128  ___________________________________________________________________
 ES1128  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1128  DYNAMIC HT  -        1605.701 (meters)    5268.04  (feet)  COMP
 ES1128  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 ES1128
 ES1128  VERT ORDER  -  THIRD
 ES1128
 ES1128.The horizontal coordinates were scaled from a topographic map and have
 ES1128.an estimated accuracy of +/- 6 seconds.
 ES1128
 ES1128.The orthometric height was determined by differential leveling
 ES1128.and adjusted by the National Geodetic Survey in June 1991..
 ES1128
 ES1128.The geoid height was determined by GEOID03.
 ES1128
 ES1128.The dynamic height is computed by dividing the NAVD 88
 ES1128.geopotential number by the normal gravity value computed on the
 ES1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1128.degrees latitude (g = 980.6199 gals.).
 ES1128
 ES1128.The modeled gravity was interpolated from observed gravity values.
 ES1128
 ES1128;                    North         East    Units  Estimated Accuracy
 ES1128;SPC AZ E     -   440,840.      220,540.      MT  (+/- 180 meters Scaled)
 ES1128
 ES1128                          SUPERSEDED SURVEY CONTROL
 ES1128
 ES1128  NGVD 29 (??/??/92) 1607.07   (m)         5272.5    (f) COMPUTED    3 0
 ES1128
 ES1128.Superseded values are not recommended for survey control.
 ES1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1128.See file dsdata.txt to determine how the superseded data were derived.
 ES1128
 ES1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD832706(NAD 83)
 ES1128_MARKER: DB = BENCH MARK DISK
 ES1128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES1128_SP_SET: CONCRETE HEADWALL
 ES1128_STAMPING: 35 HLS 1970 5272
 ES1128_MARK LOGO: USGS  
 ES1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1128+STABILITY: SURFACE MOTION
 ES1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1128+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1128
 ES1128  HISTORY     - Date     Condition        Report By
 ES1128  HISTORY     - 1970     MONUMENTED       USGS
 ES1128
 ES1128                          STATION DESCRIPTION
 ES1128
 ES1128'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1128'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 ES1128'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.3 MILES NORTH ALONG STATE
 ES1128'HIGHWAY 77, 69 FEET NORTH OF THE WESTBOUND ON-RAMP, 18 FEET WEST OF
 ES1128'THE CENTERLINE OF STATE HIGHWAY 77, IN THE SOUTH END OF THE WEST
 ES1128'CONCRETE HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0661 ***********************************************************************
 DA0661  DESIGNATION -  350.00
 DA0661  PID         -  DA0661
 DA0661  STATE/COUNTY-  AZ/MARICOPA
 DA0661  USGS QUAD   -  BOSQUE (1973)
 DA0661
 DA0661                         *CURRENT SURVEY CONTROL
 DA0661  ___________________________________________________________________
 DA0661* NAD 83(1986)-  32 54 37.     (N)    112 36 10.     (W)     SCALED    
 DA0661* NAVD 88     -       318.23   (+/-2cm)    1044.1    (feet)  VERTCON   
 DA0661  ___________________________________________________________________
 DA0661  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DA0661
 DA0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0661
 DA0661.The horizontal coordinates were scaled from a topographic map and have
 DA0661.an estimated accuracy of +/- 6 seconds.
 DA0661
 DA0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0661.The vertical order pertains to the NGVD 29 superseded value.
 DA0661
 DA0661.The geoid height was determined by GEOID03.
 DA0661
 DA0661;                    North         East    Units  Estimated Accuracy
 DA0661;SPC AZ C     -   212,010.      149,180.      MT  (+/- 180 meters Scaled)
 DA0661
 DA0661                          SUPERSEDED SURVEY CONTROL
 DA0661
 DA0661  NGVD 29 (??/??/92)  317.604  (m)         1042.01   (f) ADJ UNCH    2 0
 DA0661
 DA0661.Superseded values are not recommended for survey control.
 DA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0661.See file dsdata.txt to determine how the superseded data were derived.
 DA0661
 DA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB501424(NAD 83)
 DA0661_MARKER: DD = SURVEY DISK
 DA0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0661_STAMPING: P.O.T. 350 + 00
 DA0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0661+STABILITY: SURFACE MOTION
 DA0661
 DA0661  HISTORY     - Date     Condition        Report By
 DA0661  HISTORY     - UNK      MONUMENTED       AZHD
 DA0661  HISTORY     - 1960     GOOD             NGS
 DA0661
 DA0661                          STATION DESCRIPTION
 DA0661
 DA0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0661'6.3 MI SE FROM GILA BEND.
 DA0661'6.3 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0661'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 91 FEET NORTH OF THE CENTERLINE
 DA0661'OF THE WEST BOUND TRAFFIC LANE, SET IN A CYLINDRICAL CONCRETE POST
 DA0661'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0220 ***********************************************************************
 CG0220  DESIGNATION -  3514.97
 CG0220  PID         -  CG0220
 CG0220  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0220  USGS QUAD   -  RIO RICO (1981)
 CG0220
 CG0220                         *CURRENT SURVEY CONTROL
 CG0220  ___________________________________________________________________
 CG0220* NAD 83(1986)-  31 26 17.     (N)    110 57 57.     (W)     SCALED    
 CG0220* NAVD 88     -      1072.07   (+/-2cm)    3517.3    (feet)  VERTCON   
 CG0220  ___________________________________________________________________
 CG0220  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0220
 CG0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0220
 CG0220.The horizontal coordinates were scaled from a topographic map and have
 CG0220.an estimated accuracy of +/- 6 seconds.
 CG0220
 CG0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0220.The vertical order pertains to the NGVD 29 superseded value.
 CG0220
 CG0220.The geoid height was determined by GEOID03.
 CG0220
 CG0220;                    North         East    Units  Estimated Accuracy
 CG0220;SPC AZ C     -    48,960.      303,740.      MT  (+/- 180 meters Scaled)
 CG0220
 CG0220                          SUPERSEDED SURVEY CONTROL
 CG0220
 CG0220  NGVD 29 (??/??/92) 1071.209  (m)         3514.46   (f) ADJ UNCH    2 0
 CG0220
 CG0220.Superseded values are not recommended for survey control.
 CG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0220.See file dsdata.txt to determine how the superseded data were derived.
 CG0220
 CG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV032781(NAD 83)
 CG0220_MARKER: DZ = AZIMUTH MARK DISK
 CG0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0220_SP_SET: BRIDGE
 CG0220_STAMPING: 3514.97 436+24 87 1948
 CG0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0220
 CG0220  HISTORY     - Date     Condition        Report By
 CG0220  HISTORY     - 1948     MONUMENTED       AZHD
 CG0220  HISTORY     - 1959     GOOD             NGS
 CG0220  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0220  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0220
 CG0220                          STATION DESCRIPTION
 CG0220
 CG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0220'7.0 MI N FROM NOGALES.
 CG0220'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0220'RAILROAD TRACKS, THENCE 6.85 MILES NORTH ALONG U.S. HIGHWAY 89, 0.4
 CG0220'MILE NORTH OF MILEPOST 8, CEMENTED IN THE CENTER OF THE WEST HEADWALL
 CG0220'OF A 7 FOOT CONCRETE BRIDGE, 25 FEET WEST OF THE CENTER OF THE
 CG0220'HIGHWAY.
 CG0220
 CG0220                          STATION RECOVERY (1976)
 CG0220
 CG0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0220'MARK NOT FOUND.
 CG0220
 CG0220                          STATION RECOVERY (1980)
 CG0220
 CG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0220'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A NEW HEADWALL
 CG0220'AT THE DESCRIBED LOCATION AND THE MARK IS BELIEVED DESTROYED BY
 CG0220'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1569 ***********************************************************************
 CZ1569  DESIGNATION -  3518+00
 CZ1569  PID         -  CZ1569
 CZ1569  STATE/COUNTY-  AZ/PINAL
 CZ1569  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1569
 CZ1569                         *CURRENT SURVEY CONTROL
 CZ1569  ___________________________________________________________________
 CZ1569* NAD 83(1986)-  32 47 43.     (N)    111 38 55.     (W)     SCALED    
 CZ1569* NAVD 88     -       455.19   (+/-2cm)    1493.4    (feet)  VERTCON   
 CZ1569  ___________________________________________________________________
 CZ1569  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1569
 CZ1569  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1569
 CZ1569.The horizontal coordinates were scaled from a topographic map and have
 CZ1569.an estimated accuracy of +/- 6 seconds.
 CZ1569
 CZ1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1569.The vertical order pertains to the NGVD 29 superseded value.
 CZ1569
 CZ1569.The geoid height was determined by GEOID03.
 CZ1569
 CZ1569;                    North         East    Units  Estimated Accuracy
 CZ1569;SPC AZ C     -   199,080.      238,470.      MT  (+/- 180 meters Scaled)
 CZ1569
 CZ1569                          SUPERSEDED SURVEY CONTROL
 CZ1569
 CZ1569  NGVD 29 (??/??/92)  454.640  (m)         1491.60   (f) ADJ UNCH    1 2
 CZ1569
 CZ1569.Superseded values are not recommended for survey control.
 CZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1569.See file dsdata.txt to determine how the superseded data were derived.
 CZ1569
 CZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392287(NAD 83)
 CZ1569_MARKER: DD = SURVEY DISK
 CZ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1569_STAMPING: 3518+00
 CZ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1569+STABILITY: SURFACE MOTION
 CZ1569
 CZ1569  HISTORY     - Date     Condition        Report By
 CZ1569  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1569  HISTORY     - 1975     GOOD             AZDT
 CZ1569
 CZ1569                          STATION DESCRIPTION
 CZ1569
 CZ1569'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1569'9.15 MI SE FROM CASA BLANCA.
 CZ1569'FROM MILEPOST 202, I-10, WEST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1569'LEFT.  ALONG THE SOUTH R/W FENCE.  4 FT. EAST OF AN ANGLE IRON,
 CZ1569'STENCILED, POT 3518+00.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1569'BRASS CAP, SET IN AN 8 IN. POST, UP 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0474 ***********************************************************************
 ES0474  DESIGNATION -  3518.2
 ES0474  PID         -  ES0474
 ES0474  STATE/COUNTY-  AZ/YAVAPAI
 ES0474  USGS QUAD   -  CORNVILLE (1968)
 ES0474
 ES0474                         *CURRENT SURVEY CONTROL
 ES0474  ___________________________________________________________________
 ES0474* NAD 83(1986)-  34 41 00.     (N)    111 59 58.     (W)     SCALED    
 ES0474* NAVD 88     -      1073.387  (meters)    3521.60   (feet)  ADJUSTED  
 ES0474  ___________________________________________________________________
 ES0474  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0474  DYNAMIC HT  -        1072.027 (meters)    3517.14  (feet)  COMP
 ES0474  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 ES0474
 ES0474  VERT ORDER  -  FIRST     CLASS II
 ES0474
 ES0474.The horizontal coordinates were scaled from a topographic map and have
 ES0474.an estimated accuracy of +/- 6 seconds.
 ES0474
 ES0474.The orthometric height was determined by differential leveling
 ES0474.and adjusted by the National Geodetic Survey in June 1991..
 ES0474
 ES0474.The geoid height was determined by GEOID03.
 ES0474
 ES0474.The dynamic height is computed by dividing the NAVD 88
 ES0474.geopotential number by the normal gravity value computed on the
 ES0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0474.degrees latitude (g = 980.6199 gals.).
 ES0474
 ES0474.The modeled gravity was interpolated from observed gravity values.
 ES0474
 ES0474;                    North         East    Units  Estimated Accuracy
 ES0474;SPC AZ C     -   408,450.      205,780.      MT  (+/- 180 meters Scaled)
 ES0474
 ES0474                          SUPERSEDED SURVEY CONTROL
 ES0474
 ES0474  NGVD 29 (??/??/92) 1072.643  (m)         3519.16   (f) ADJ UNCH    1 2
 ES0474
 ES0474.Superseded values are not recommended for survey control.
 ES0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0474.See file dsdata.txt to determine how the superseded data were derived.
 ES0474
 ES0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD084383(NAD 83)
 ES0474_MARKER: O = CHISELED CIRCLE
 ES0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0474_SP_SET: CULVERT
 ES0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0474
 ES0474  HISTORY     - Date     Condition        Report By
 ES0474  HISTORY     - UNK      MONUMENTED       USGS
 ES0474  HISTORY     - 1933     GOOD             NGS
 ES0474  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0474
 ES0474                          STATION DESCRIPTION
 ES0474
 ES0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0474'5.8 MI SE FROM COTTONWOOD.
 ES0474'AT SIDE OF HIGHWAY, 7.3 MILES NORTHWEST OF OLD AULTMAN STORE, ON TOP
 ES0474'OF FLAT RIDGE AT INTERSECTION OF SIDE ROAD TO QUAIL SPRINGS, ON NORTH
 ES0474'END OF WEST HEADWALL OF CONCRETE HIGHWAY CULVERT, HEADWALL PAINTED
 ES0474'U.S.B.M. 3518.2.
 ES0474
 ES0474                          STATION RECOVERY (2005)
 ES0474
 ES0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0474'MARK NOT FOUND.  NO HEADWALL PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0655 ***********************************************************************
 CG0655  DESIGNATION -  3522.3
 CG0655  PID         -  CG0655
 CG0655  STATE/COUNTY-  AZ/PIMA
 CG0655  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0655
 CG0655                         *CURRENT SURVEY CONTROL
 CG0655  ___________________________________________________________________
 CG0655* NAD 83(1986)-  31 53 27.     (N)    111 39 42.     (W)     SCALED    
 CG0655* NAVD 88     -      1074.30   (+/-2cm)    3524.6    (feet)  VERTCON   
 CG0655  ___________________________________________________________________
 CG0655  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0655
 CG0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0655
 CG0655.The horizontal coordinates were scaled from a topographic map and have
 CG0655.an estimated accuracy of +/- 6 seconds.
 CG0655
 CG0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0655.The vertical order pertains to the NGVD 29 superseded value.
 CG0655
 CG0655.The geoid height was determined by GEOID03.
 CG0655
 CG0655;                    North         East    Units  Estimated Accuracy
 CG0655;SPC AZ C     -    98,790.      237,480.      MT  (+/- 180 meters Scaled)
 CG0655
 CG0655                          SUPERSEDED SURVEY CONTROL
 CG0655
 CG0655  NGVD 29 (??/??/92) 1073.521  (m)         3522.04   (f) ADJ UNCH    2 0
 CG0655
 CG0655.Superseded values are not recommended for survey control.
 CG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0655.See file dsdata.txt to determine how the superseded data were derived.
 CG0655
 CG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374285(NAD 83)
 CG0655_MARKER: N = NAIL
 CG0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0655_SP_SET: METAL TAG
 CG0655_STAMPING: 3522.3
 CG0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0655
 CG0655  HISTORY     - Date     Condition        Report By
 CG0655  HISTORY     - UNK      MONUMENTED       USGS
 CG0655  HISTORY     - 1952     GOOD             NGS
 CG0655
 CG0655                          STATION DESCRIPTION
 CG0655
 CG0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0655'22.55 MI E FROM SELLS.
 CG0655'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0655'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 9.45 MILES
 CG0655'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, SET IN THE SOUTH BASE OF
 CG0655'A MESQUITE TREE, 51.2 FEET SOUTHEAST OF B.M. D 306, 35 FEET NORTHEAST
 CG0655'OF THE CENTER LINE OF THE ROAD, 15.2 FEET SOUTHWEST OF A FENCE LINE,
 CG0655'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, A COPPER NAIL AND WASHER WITH A
 CG0655'METAL TAG STAMPED 3522.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0237 ***********************************************************************
 DU0237  DESIGNATION -  3525
 DU0237  PID         -  DU0237
 DU0237  STATE/COUNTY-  AZ/GILA
 DU0237  USGS QUAD   -  GLOBE (1982)
 DU0237
 DU0237                         *CURRENT SURVEY CONTROL
 DU0237  ___________________________________________________________________
 DU0237* NAD 83(1986)-  33 23 45.     (N)    110 47 13.     (W)     SCALED    
 DU0237* NAVD 88     -      1074.84   (+/-2cm)    3526.4    (feet)  VERTCON   
 DU0237  ___________________________________________________________________
 DU0237  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0237
 DU0237  VERT ORDER  -  ? (See Below)
 DU0237
 DU0237.The horizontal coordinates were scaled from a topographic map and have
 DU0237.an estimated accuracy of +/- 6 seconds.
 DU0237
 DU0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0237.The vertical order pertains to the NGVD 29 superseded value.
 DU0237
 DU0237.The geoid height was determined by GEOID03.
 DU0237
 DU0237;                    North         East    Units  Estimated Accuracy
 DU0237;SPC AZ E     -   265,820.      155,660.      MT  (+/- 180 meters Scaled)
 DU0237
 DU0237                          SUPERSEDED SURVEY CONTROL
 DU0237
 DU0237  NGVD 29 (??/??/92) 1074.212  (m)         3524.31   (f) ADJ UNCH    ?  
 DU0237
 DU0237.Superseded values are not recommended for survey control.
 DU0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0237.See file dsdata.txt to determine how the superseded data were derived.
 DU0237
 DU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB198951(NAD 83)
 DU0237_MARKER: DD = SURVEY DISK
 DU0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0237_SP_SET: STONE
 DU0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0237
 DU0237  HISTORY     - Date     Condition        Report By
 DU0237  HISTORY     - UNK      MONUMENTED       USGS
 DU0237  HISTORY     - 1933     GOOD             NGS
 DU0237  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0237
 DU0237                          STATION DESCRIPTION
 DU0237
 DU0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0237'IN GLOBE.
 DU0237'IN SOUTHWESTERLY CORNER OF GILA COUNTY COURT HOUSE, IN WESTERLY FACE
 DU0237'OF, 3 FEET ABOVE SIDEWALK.  NOTE-- THIS MARK WAS RESTABLISHED IN NEW
 DU0237'COURT HOUSE BUILDING IN 1906 BY E. T. STEWART, COUNTY RECORDER AND
 DU0237'U.S. MINERAL SURVEYOR.  MARK WAS RESTABLISHED FROM TWO REFERENCE MARKS
 DU0237'ESTABLISHED BEFORE OLD BUILDING WAS RAZED.  THIS WAS DONE BY AUTHORITY
 DU0237'OF THE U.S.G.S.
 DU0237
 DU0237                          STATION RECOVERY (1979)
 DU0237
 DU0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0237'NOTE=THIS MARK SHOULD BE CONCIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0238 ***********************************************************************
 DU0238  DESIGNATION -  3525 RESET
 DU0238  PID         -  DU0238
 DU0238  STATE/COUNTY-  AZ/GILA
 DU0238  USGS QUAD   -  GLOBE (1982)
 DU0238
 DU0238                         *CURRENT SURVEY CONTROL
 DU0238  ___________________________________________________________________
 DU0238* NAD 83(1986)-  33 23 45.     (N)    110 47 14.     (W)     SCALED    
 DU0238* NAVD 88     -      1074.848  (meters)    3526.40   (feet)  ADJUSTED  
 DU0238  ___________________________________________________________________
 DU0238  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0238  DYNAMIC HT  -        1073.389 (meters)    3521.61  (feet)  COMP
 DU0238  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 DU0238
 DU0238  VERT ORDER  -  FIRST     CLASS II
 DU0238
 DU0238.The horizontal coordinates were scaled from a topographic map and have
 DU0238.an estimated accuracy of +/- 6 seconds.
 DU0238
 DU0238.The orthometric height was determined by differential leveling
 DU0238.and adjusted by the National Geodetic Survey in June 1991..
 DU0238
 DU0238.The geoid height was determined by GEOID03.
 DU0238
 DU0238.The dynamic height is computed by dividing the NAVD 88
 DU0238.geopotential number by the normal gravity value computed on the
 DU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0238.degrees latitude (g = 980.6199 gals.).
 DU0238
 DU0238.The modeled gravity was interpolated from observed gravity values.
 DU0238
 DU0238;                    North         East    Units  Estimated Accuracy
 DU0238;SPC AZ E     -   265,820.      155,630.      MT  (+/- 180 meters Scaled)
 DU0238
 DU0238                          SUPERSEDED SURVEY CONTROL
 DU0238
 DU0238.No superseded survey control is available for this station.
 DU0238
 DU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB197951(NAD 83)
 DU0238_MARKER: DD = SURVEY DISK
 DU0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0238_SP_SET: BUILDING
 DU0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0238
 DU0238  HISTORY     - Date     Condition        Report By
 DU0238  HISTORY     - 1906     MONUMENTED       USGS
 DU0238  HISTORY     - 1933     GOOD             NGS
 DU0238  HISTORY     - 1979     GOOD             NGS
 DU0238  HISTORY     - 1979     GOOD             NGS
 DU0238
 DU0238                          STATION DESCRIPTION
 DU0238
 DU0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0238'IN GLOBE.
 DU0238'IN SOUTHWESTERLY CORNER OF GILA COUNTY COURT HOUSE, IN WESTERLY FACE
 DU0238'OF, 3 FEET ABOVE SIDEWALK.
 DU0238
 DU0238                          STATION RECOVERY (1979)
 DU0238
 DU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0238'IN GLOBE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE OLD
 DU0238'COURTHOUSE AT SOUTH BROAD STREET AND WEST OAK STREET, 62 FEET
 DU0238'NORTHEAST OF THE CENTERLINE OF SOUTH BROAD, 30 FEET NORTHWEST
 DU0238'OF THE CENTERLINE OF WEST OAK STREET.
 DU0238'THE MARK IS 3 FT ABOVE THE SIDEWALK.
 DU0238
 DU0238                          STATION RECOVERY (1979)
 DU0238
 DU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0238'IN GLOBE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE OLD
 DU0238'COURTHOUSE AT SOUTH BROAD STREET AND WEST OAK STREET, 62 FEET
 DU0238'NORTHEAST OF THE CENTERLINE OF SOUTH BROAD, 30 FEET NORTHWEST
 DU0238'OF THE CENTERLINE OF WEST OAK STREET.
 DU0238'THE MARK IS 3 FT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0491 ***********************************************************************
 CG0491  DESIGNATION -  3548
 CG0491  PID         -  CG0491
 CG0491  STATE/COUNTY-  AZ/PIMA
 CG0491  USGS QUAD   -  TWIN BUTTES (1981)
 CG0491
 CG0491                         *CURRENT SURVEY CONTROL
 CG0491  ___________________________________________________________________
 CG0491* NAD 83(1986)-  31 58 21.     (N)    111 05 41.     (W)     SCALED    
 CG0491* NAVD 88     -      1082.27   (+/-2cm)    3550.7    (feet)  VERTCON   
 CG0491  ___________________________________________________________________
 CG0491  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0491
 CG0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0491
 CG0491.The horizontal coordinates were scaled from a topographic map and have
 CG0491.an estimated accuracy of +/- 6 seconds.
 CG0491
 CG0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0491.The vertical order pertains to the NGVD 29 superseded value.
 CG0491
 CG0491.The geoid height was determined by GEOID03.
 CG0491
 CG0491;                    North         East    Units  Estimated Accuracy
 CG0491;SPC AZ C     -   108,110.      291,050.      MT  (+/- 180 meters Scaled)
 CG0491
 CG0491                          SUPERSEDED SURVEY CONTROL
 CG0491
 CG0491  NGVD 29 (??/??/92) 1081.521  (m)         3548.29   (f) ADJ UNCH    2 0
 CG0491
 CG0491.Superseded values are not recommended for survey control.
 CG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0491.See file dsdata.txt to determine how the superseded data were derived.
 CG0491
 CG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910373(NAD 83)
 CG0491_MARKER: DD = SURVEY DISK
 CG0491_SETTING: 0 = UNSPECIFIED SETTING
 CG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0491
 CG0491  HISTORY     - Date     Condition        Report By
 CG0491  HISTORY     - UNK      MONUMENTED       USE
 CG0491  HISTORY     - 1957     MARK NOT FOUND   NGS
 CG0491
 CG0491                          STATION DESCRIPTION
 CG0491
 CG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CG0491'IN SAN XAVIER.
 CG0491'AT SAN XAVIER, PIMA COUNTY, AT THE JUNCTION OF THE TUCSON ROAD AND THE
 CG0491'LA CANADA ROAD.  75 FEET SOUTH OF THE CENTERLINE OF THE TUCSON ROAD,
 CG0491'45 FEET WEST OF THE CENTERLINE OF THE LA CANADA ROAD, 15 FEET NORTH OF
 CG0491'A FENCE CORNER, AND IN A ROCK FLUSH WITH THE GROUND.  A CORPS OF
 CG0491'ENGINEERS, U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0490 ***********************************************************************
 CG0490  DESIGNATION -  3548 RM=3542
 CG0490  PID         -  CG0490
 CG0490  STATE/COUNTY-  AZ/PIMA
 CG0490  USGS QUAD   -  TWIN BUTTES (1981)
 CG0490
 CG0490                         *CURRENT SURVEY CONTROL
 CG0490  ___________________________________________________________________
 CG0490* NAD 83(1986)-  31 58 23.     (N)    111 05 42.     (W)     SCALED    
 CG0490* NAVD 88     -      1081.15   (+/-2cm)    3547.1    (feet)  VERTCON   
 CG0490  ___________________________________________________________________
 CG0490  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0490
 CG0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0490
 CG0490.The horizontal coordinates were scaled from a topographic map and have
 CG0490.an estimated accuracy of +/- 6 seconds.
 CG0490
 CG0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0490.The vertical order pertains to the NGVD 29 superseded value.
 CG0490
 CG0490.The geoid height was determined by GEOID03.
 CG0490
 CG0490;                    North         East    Units  Estimated Accuracy
 CG0490;SPC AZ C     -   108,170.      291,020.      MT  (+/- 180 meters Scaled)
 CG0490
 CG0490                          SUPERSEDED SURVEY CONTROL
 CG0490
 CG0490  NGVD 29 (??/??/92) 1080.40   (m)         3544.6    (f) COMPUTED    2 0
 CG0490
 CG0490.Superseded values are not recommended for survey control.
 CG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0490.See file dsdata.txt to determine how the superseded data were derived.
 CG0490
 CG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910374(NAD 83)
 CG0490_MARKER: B = BOLT
 CG0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0490_SP_SET: BLOCK
 CG0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0490
 CG0490  HISTORY     - Date     Condition        Report By
 CG0490  HISTORY     - UNK      MONUMENTED       USE
 CG0490  HISTORY     - 1935     GOOD             NGS
 CG0490
 CG0490                          STATION DESCRIPTION
 CG0490
 CG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0490'IN SAN XAVIER.
 CG0490'AT SAN XAVIER, PIMA COUNTY, AT THE JUNCTION OF THE TUCSON ROAD AND THE
 CG0490'LA CANADA ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE LA CANADA ROAD,
 CG0490'AND 30 FEET WEST OF THE CENTERLINE OF THE TUCSON ROAD.  AN IRON BOLT,
 CG0490'SET IN A CONCRETE BLOCK.  NOTE-- THIS MARK WAS DESIGNATED R.R. 3542 IN
 CG0490'THE ORIGINAL LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0538 ***********************************************************************
 CZ0538  DESIGNATION -  354+91.6
 CZ0538  PID         -  CZ0538
 CZ0538  STATE/COUNTY-  AZ/PIMA
 CZ0538  USGS QUAD   -  JAYNES (1992)
 CZ0538
 CZ0538                         *CURRENT SURVEY CONTROL
 CZ0538  ___________________________________________________________________
 CZ0538* NAD 83(1986)-  32 20 59.     (N)    111 04 42.     (W)     SCALED    
 CZ0538* NAVD 88     -       662.295  (meters)    2172.88   (feet)  ADJUSTED  
 CZ0538  ___________________________________________________________________
 CZ0538  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0538  DYNAMIC HT  -         661.404 (meters)    2169.96  (feet)  COMP
 CZ0538  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 CZ0538
 CZ0538  VERT ORDER  -  FIRST     CLASS II
 CZ0538
 CZ0538.The horizontal coordinates were scaled from a topographic map and have
 CZ0538.an estimated accuracy of +/- 6 seconds.
 CZ0538
 CZ0538.The orthometric height was determined by differential leveling
 CZ0538.and adjusted by the National Geodetic Survey in June 1991..
 CZ0538
 CZ0538.The geoid height was determined by GEOID03.
 CZ0538
 CZ0538.The dynamic height is computed by dividing the NAVD 88
 CZ0538.geopotential number by the normal gravity value computed on the
 CZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0538.degrees latitude (g = 980.6199 gals.).
 CZ0538
 CZ0538.The modeled gravity was interpolated from observed gravity values.
 CZ0538
 CZ0538;                    North         East    Units  Estimated Accuracy
 CZ0538;SPC AZ C     -   149,950.      292,270.      MT  (+/- 180 meters Scaled)
 CZ0538
 CZ0538                          SUPERSEDED SURVEY CONTROL
 CZ0538
 CZ0538  NGVD 29 (??/??/92)  661.637  (m)         2170.72   (f) ADJ UNCH    1 2
 CZ0538
 CZ0538.Superseded values are not recommended for survey control.
 CZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0538.See file dsdata.txt to determine how the superseded data were derived.
 CZ0538
 CZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA926792(NAD 83)
 CZ0538_MARKER: DD = SURVEY DISK
 CZ0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0538_SP_SET: BRIDGE
 CZ0538_STAMPING: 2171.20 1930 354+91.6
 CZ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0538+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0538
 CZ0538  HISTORY     - Date     Condition        Report By
 CZ0538  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0538  HISTORY     - 1951     GOOD             NGS
 CZ0538  HISTORY     - 1960     GOOD             NGS
 CZ0538  HISTORY     - 1980     GOOD             NGS
 CZ0538  HISTORY     - 19970309 GOOD             USPSQD
 CZ0538  HISTORY     - 20060316 GOOD             USPSQD
 CZ0538
 CZ0538                          STATION DESCRIPTION
 CZ0538
 CZ0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0538'0.7 MI SE FROM CORTARO.
 CZ0538'0.7 MILE SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0538'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0538'SOUTHEAST OF A T JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST ACROSS
 CZ0538'THE RAILROAD TRACKS, 3 POLE NORTHWEST OF MILE POLE 973, AT RAILROAD
 CZ0538'MILEAGE 972.88, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0538'CURBING OF A SMALL CONCRETE HIGHWAY BRIDGE, 50.3 FEET SOUTH OF
 CZ0538'TELEGRAPH POLE 8, 16 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0538'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0538
 CZ0538                          STATION RECOVERY (1960)
 CZ0538
 CZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0538'RECOVERED IN GOOD CONDITION.
 CZ0538
 CZ0538                          STATION RECOVERY (1980)
 CZ0538
 CZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0538'17.8 KILOMETERS (11.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0538'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0538'SOUTHEAST OF PIMA FARM ROAD LEADING EAST, 3 POLES NORTHWEST OF MILE
 CZ0538'POST 973, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A
 CZ0538'CONCRETE BRIDGE UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET)
 CZ0538'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 4.9
 CZ0538'METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0538'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0538
 CZ0538                          STATION RECOVERY (1997)
 CZ0538
 CZ0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0538'RECOVERED IN GOOD CONDITION.
 CZ0538
 CZ0538                          STATION RECOVERY (2006)
 CZ0538
 CZ0538'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0741 ***********************************************************************
 DA0741  DESIGNATION -  3562+85
 DA0741  PID         -  DA0741
 DA0741  STATE/COUNTY-  AZ/MARICOPA
 DA0741  USGS QUAD   -  SENTINEL (1986)
 DA0741
 DA0741                         *CURRENT SURVEY CONTROL
 DA0741  ___________________________________________________________________
 DA0741* NAD 83(1986)-  32 51 33.     (N)    113 11 59.     (W)     SCALED    
 DA0741* NAVD 88     -       212.40   (+/-2cm)     696.8    (feet)  VERTCON   
 DA0741  ___________________________________________________________________
 DA0741  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0741
 DA0741  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0741
 DA0741.The horizontal coordinates were scaled from a topographic map and have
 DA0741.an estimated accuracy of +/- 6 seconds.
 DA0741
 DA0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0741.The vertical order pertains to the NGVD 29 superseded value.
 DA0741
 DA0741.The geoid height was determined by GEOID03.
 DA0741
 DA0741;                    North         East    Units  Estimated Accuracy
 DA0741;SPC AZ C     -   206,860.       93,270.      MT  (+/- 180 meters Scaled)
 DA0741
 DA0741                          SUPERSEDED SURVEY CONTROL
 DA0741
 DA0741  NGVD 29 (??/??/92)  211.797  (m)          694.87   (f) ADJ UNCH    1 2
 DA0741
 DA0741.Superseded values are not recommended for survey control.
 DA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0741.See file dsdata.txt to determine how the superseded data were derived.
 DA0741
 DA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB941378(NAD 83)
 DA0741_MARKER: DD = SURVEY DISK
 DA0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0741_SP_SET: BRIDGE
 DA0741_STAMPING: ELEV. 694.75 STA. 3562+85 1949
 DA0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0741
 DA0741  HISTORY     - Date     Condition        Report By
 DA0741  HISTORY     - 1949     MONUMENTED       AZHD
 DA0741  HISTORY     - 1952     GOOD             NGS
 DA0741  HISTORY     - 1960     GOOD             NGS
 DA0741  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0741  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0741
 DA0741                          STATION DESCRIPTION
 DA0741
 DA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0741'0.6 MI E FROM SENTINEL.
 DA0741'0.6 MILE EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA0741'COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD RAIL OF A
 DA0741'HIGHWAY BRIDGE, 6.6 FEET WEST OF THE EAST END OF THE BRIDGE, 7.1 FEET
 DA0741'EAST OF THE WEST END OF THE BRIDGE, 23.2 FEET SOUTH OF THE CENTER LINE
 DA0741'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 DA0741
 DA0741                          STATION RECOVERY (1960)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0741'RECOVERED IN GOOD CONDITION.
 DA0741
 DA0741                          STATION RECOVERY (1980)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0741'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW INTERSTATE HIGHWAY BUILT IN
 DA0741'THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
 DA0741
 DA0741                          STATION RECOVERY (1980)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0741'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW INTERSTATE HIGHWAY BUILT IN
 DA0741'THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0477 ***********************************************************************
 FR0477  DESIGNATION -  3563.62
 FR0477  PID         -  FR0477
 FR0477  STATE/COUNTY-  AZ/MOHAVE
 FR0477  USGS QUAD   -  ANTARES (1980)
 FR0477
 FR0477                         *CURRENT SURVEY CONTROL
 FR0477  ___________________________________________________________________
 FR0477* NAD 83(1986)-  35 23 49.     (N)    113 45 14.     (W)     SCALED    
 FR0477* NAVD 88     -      1086.757  (meters)    3565.47   (feet)  POSTED    
 FR0477  ___________________________________________________________________
 FR0477  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0477  DYNAMIC HT  -        1085.460 (meters)    3561.21  (feet)  COMP
 FR0477  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 FR0477
 FR0477  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0477
 FR0477.The horizontal coordinates were scaled from a topographic map and have
 FR0477.an estimated accuracy of +/- 6 seconds.
 FR0477
 FR0477.The orthometric height was determined by differential leveling
 FR0477.and adjusted by the National Geodetic Survey in 1992..
 FR0477.No vertical observational check was made to the station.
 FR0477.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0477.was located on a no-check spur therefore a value was not computed.
 FR0477
 FR0477.The geoid height was determined by GEOID03.
 FR0477
 FR0477.The dynamic height is computed by dividing the NAVD 88
 FR0477.geopotential number by the normal gravity value computed on the
 FR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0477.degrees latitude (g = 980.6199 gals.).
 FR0477
 FR0477.The modeled gravity was interpolated from observed gravity values.
 FR0477
 FR0477;                    North         East    Units  Estimated Accuracy
 FR0477;SPC AZ W     -   487,630.      213,010.      MT  (+/- 180 meters Scaled)
 FR0477
 FR0477                          SUPERSEDED SURVEY CONTROL
 FR0477
 FR0477  NGVD 29 (??/??/92) 1085.955  (m)         3562.84   (f) ADJ UNCH    1 1
 FR0477
 FR0477.Superseded values are not recommended for survey control.
 FR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0477.See file dsdata.txt to determine how the superseded data were derived.
 FR0477
 FR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE498205(NAD 83)
 FR0477_MARKER: DD = SURVEY DISK
 FR0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0477_SP_SET: BRIDGE
 FR0477_STAMPING: 3563.62 1302-525 1934
 FR0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0477
 FR0477  HISTORY     - Date     Condition        Report By
 FR0477  HISTORY     - 1934     MONUMENTED       AZHD
 FR0477  HISTORY     - 1940     GOOD             NGS
 FR0477  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0477
 FR0477                          STATION DESCRIPTION
 FR0477
 FR0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0477'2.4 MI NW FROM HACKBERRY.
 FR0477'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0477'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 130 FEET NORTH OF THE
 FR0477'CENTERLINE OF THE TRACK, ON THE RIGHT OF WAY OF U.S. HIGHWAY 66
 FR0477'PARALLELING THE TRACK, AT RAILROAD BRIDGE A 492, AT A CONCRETE HIGHWAY
 FR0477'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, 20 FEET
 FR0477'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1/2 FOOT HIGHER THAN THE
 FR0477'PAVEMENT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 FR0477'3563.62 1302-525 1934.
 FR0477
 FR0477                          STATION RECOVERY (1982)
 FR0477
 FR0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0477'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0197 ***********************************************************************
 CG0197  DESIGNATION -  3566.66
 CG0197  PID         -  CG0197
 CG0197  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0197  USGS QUAD   -  RIO RICO (1981)
 CG0197
 CG0197                         *CURRENT SURVEY CONTROL
 CG0197  ___________________________________________________________________
 CG0197* NAD 83(1986)-  31 24 42.     (N)    110 57 20.     (W)     SCALED    
 CG0197* NAVD 88     -      1091.758  (meters)    3581.88   (feet)  ADJUSTED  
 CG0197  ___________________________________________________________________
 CG0197  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0197  DYNAMIC HT  -        1090.089 (meters)    3576.40  (feet)  COMP
 CG0197  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 CG0197
 CG0197  VERT ORDER  -  FIRST     CLASS II
 CG0197
 CG0197.The horizontal coordinates were scaled from a topographic map and have
 CG0197.an estimated accuracy of +/- 6 seconds.
 CG0197
 CG0197.The orthometric height was determined by differential leveling
 CG0197.and adjusted by the National Geodetic Survey in June 1991..
 CG0197
 CG0197.The geoid height was determined by GEOID03.
 CG0197
 CG0197.The dynamic height is computed by dividing the NAVD 88
 CG0197.geopotential number by the normal gravity value computed on the
 CG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0197.degrees latitude (g = 980.6199 gals.).
 CG0197
 CG0197.The modeled gravity was interpolated from observed gravity values.
 CG0197
 CG0197;                    North         East    Units  Estimated Accuracy
 CG0197;SPC AZ C     -    46,040.      304,750.      MT  (+/- 180 meters Scaled)
 CG0197
 CG0197                          SUPERSEDED SURVEY CONTROL
 CG0197
 CG0197  NGVD 29 (??/??/92) 1090.922  (m)         3579.13   (f) ADJ UNCH    1 2
 CG0197
 CG0197.Superseded values are not recommended for survey control.
 CG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0197.See file dsdata.txt to determine how the superseded data were derived.
 CG0197
 CG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV042752(NAD 83)
 CG0197_MARKER: DB = BENCH MARK DISK
 CG0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0197_SP_SET: CULVERT
 CG0197_STAMPING: 3566.66 1931 246+64.0
 CG0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0197
 CG0197  HISTORY     - Date     Condition        Report By
 CG0197  HISTORY     - 1931     MONUMENTED       AZHD
 CG0197  HISTORY     - 1954     GOOD             NGS
 CG0197  HISTORY     - 1959     GOOD             NGS
 CG0197  HISTORY     - 1980     POOR             NGS
 CG0197
 CG0197                          STATION DESCRIPTION
 CG0197
 CG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0197'6.2 MI N FROM NOGALES.
 CG0197'6.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0197'STATION AT NOGALES, 83.4 FEET WEST OF THE WEST RAIL AT THE NORTH END
 CG0197'OF BRIDGE 1046.60, AT A DOUBLE CONCRETE BOX CULVERT UNDER FORMER U. S.
 CG0197'HIGHWAY 89, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CG0197'HEAD WALL, 13.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CG0197'1/2 FOOT HIGHER THAN THE HIGHWAY.
 CG0197
 CG0197                          STATION RECOVERY (1959)
 CG0197
 CG0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0197'RECOVERED IN GOOD CONDITION.
 CG0197
 CG0197                          STATION RECOVERY (1980)
 CG0197
 CG0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0197'9.7 KILOMETERS (6.05 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0197'FROM THE COUNTY COURTHOUSE IN NOGALES, SET IN THE TOP CENTER OF THE
 CG0197'EAST HEADWALL OF A DOUBLE BOX CULVERT FOR OLD TUCSON ROAD, 25.4 METERS
 CG0197'(83 FEET) WEST OF THE WEST RAIL AT THE NORTH END OF RAILROAD BRIDGE
 CG0197'1046.60 AND 4.1 METERS (13.6 FEET) EAST OF THE CENTERLINE OF THE
 CG0197'ROAD.  THE SOUTH END OF THE HEADWALL HAS BEEN HIT AND BROKEN OFF AND
 CG0197'THE STRUCTURE IS CRACKED IN A FEW OTHER PLACES.
 CG0197'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0348 ***********************************************************************
 ES0348  DESIGNATION -  3573
 ES0348  PID         -  ES0348
 ES0348  STATE/COUNTY-  AZ/YAVAPAI
 ES0348  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0348
 ES0348                         *CURRENT SURVEY CONTROL
 ES0348  ___________________________________________________________________
 ES0348* NAD 83(1986)-  34 29 01.     (N)    111 44 11.     (W)     SCALED    
 ES0348* NAVD 88     -      1090.039  (meters)    3576.24   (feet)  ADJUSTED  
 ES0348  ___________________________________________________________________
 ES0348  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0348  DYNAMIC HT  -        1088.648 (meters)    3571.67  (feet)  COMP
 ES0348  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 ES0348
 ES0348  VERT ORDER  -  FIRST     CLASS II
 ES0348
 ES0348.The horizontal coordinates were scaled from a topographic map and have
 ES0348.an estimated accuracy of +/- 6 seconds.
 ES0348
 ES0348.The orthometric height was determined by differential leveling
 ES0348.and adjusted by the National Geodetic Survey in June 1991..
 ES0348
 ES0348.The geoid height was determined by GEOID03.
 ES0348
 ES0348.The dynamic height is computed by dividing the NAVD 88
 ES0348.geopotential number by the normal gravity value computed on the
 ES0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0348.degrees latitude (g = 980.6199 gals.).
 ES0348
 ES0348.The modeled gravity was interpolated from observed gravity values.
 ES0348
 ES0348;                    North         East    Units  Estimated Accuracy
 ES0348;SPC AZ C     -   386,310.      229,920.      MT  (+/- 180 meters Scaled)
 ES0348
 ES0348                          SUPERSEDED SURVEY CONTROL
 ES0348
 ES0348  NGVD 29 (??/??/92) 1089.314  (m)         3573.86   (f) ADJ UNCH    1 2
 ES0348
 ES0348.Superseded values are not recommended for survey control.
 ES0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0348.See file dsdata.txt to determine how the superseded data were derived.
 ES0348
 ES0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD323160(NAD 83)
 ES0348_MARKER: Q = CHISELED SQUARE
 ES0348_SETTING: 80 = SET IN A BOULDER
 ES0348_SP_SET: BOULDER
 ES0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0348+STABILITY: SURFACE MOTION
 ES0348
 ES0348  HISTORY     - Date     Condition        Report By
 ES0348  HISTORY     - UNK      MONUMENTED       USGS
 ES0348  HISTORY     - 1933     GOOD             NGS
 ES0348
 ES0348                          STATION DESCRIPTION
 ES0348
 ES0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0348'11.4 MI SE FROM CAMP VERDE.
 ES0348'AT SIDE OF HIGHWAY, 3.8 MILES SOUTHEAST OF CLEAR CREEK HIGHWAY BRIDGE,
 ES0348'15 FEET NORTH OF HIGHWAY CENTER-LINE, PAINTED SQUARE ON TOP OF LARGE
 ES0348'BOULDER, BOULDER PAINTED U.S. 3573 B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1574 ***********************************************************************
 CZ1574  DESIGNATION -  3591+00
 CZ1574  PID         -  CZ1574
 CZ1574  STATE/COUNTY-  AZ/PINAL
 CZ1574  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1574
 CZ1574                         *CURRENT SURVEY CONTROL
 CZ1574  ___________________________________________________________________
 CZ1574* NAD 83(1986)-  32 47 01.     (N)    111 37 48.     (W)     SCALED    
 CZ1574* NAVD 88     -       460.27   (+/-2cm)    1510.1    (feet)  VERTCON   
 CZ1574  ___________________________________________________________________
 CZ1574  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1574
 CZ1574  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1574
 CZ1574.The horizontal coordinates were scaled from a topographic map and have
 CZ1574.an estimated accuracy of +/- 6 seconds.
 CZ1574
 CZ1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1574.The vertical order pertains to the NGVD 29 superseded value.
 CZ1574
 CZ1574.The geoid height was determined by GEOID03.
 CZ1574
 CZ1574;                    North         East    Units  Estimated Accuracy
 CZ1574;SPC AZ C     -   197,790.      240,210.      MT  (+/- 180 meters Scaled)
 CZ1574
 CZ1574                          SUPERSEDED SURVEY CONTROL
 CZ1574
 CZ1574  NGVD 29 (??/??/92)  459.721  (m)         1508.27   (f) ADJ UNCH    1 2
 CZ1574
 CZ1574.Superseded values are not recommended for survey control.
 CZ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1574.See file dsdata.txt to determine how the superseded data were derived.
 CZ1574
 CZ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410274(NAD 83)
 CZ1574_MARKER: DD = SURVEY DISK
 CZ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1574_STAMPING: STA 3591+00
 CZ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1574+STABILITY: SURFACE MOTION
 CZ1574
 CZ1574  HISTORY     - Date     Condition        Report By
 CZ1574  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1574  HISTORY     - 1975     GOOD             AZDT
 CZ1574
 CZ1574                          STATION DESCRIPTION
 CZ1574
 CZ1574'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1574'7.75 MI NW FROM ELOY.
 CZ1574'FROM MILEPOST 203, I-10, EAST FOR 0.1 MILES AND TO THE STATION ON THE
 CZ1574'RIGHT.  ON THE SOUTH R/W FENCE.  MARKED BY A P AND M SURVEY SIGN.  AN
 CZ1574'AHD BRASS CAP, SET IN AN 8 IN. POST, UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0198 ***********************************************************************
 CG0198  DESIGNATION -  3598
 CG0198  PID         -  CG0198
 CG0198  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0198  USGS QUAD   -  RIO RICO (1981)
 CG0198
 CG0198                         *CURRENT SURVEY CONTROL
 CG0198  ___________________________________________________________________
 CG0198* NAD 83(1986)-  31 24 16.     (N)    110 57 10.     (W)     SCALED    
 CG0198* NAVD 88     -      1101.39   (+/-2cm)    3613.5    (feet)  VERTCON   
 CG0198  ___________________________________________________________________
 CG0198  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0198
 CG0198  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0198
 CG0198.The horizontal coordinates were scaled from a topographic map and have
 CG0198.an estimated accuracy of +/- 6 seconds.
 CG0198
 CG0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0198.The vertical order pertains to the NGVD 29 superseded value.
 CG0198
 CG0198.The geoid height was determined by GEOID03.
 CG0198
 CG0198;                    North         East    Units  Estimated Accuracy
 CG0198;SPC AZ C     -    45,240.      305,020.      MT  (+/- 180 meters Scaled)
 CG0198
 CG0198                          SUPERSEDED SURVEY CONTROL
 CG0198
 CG0198  NGVD 29 (??/??/92) 1100.513  (m)         3610.60   (f) ADJ UNCH    1 2
 CG0198
 CG0198.Superseded values are not recommended for survey control.
 CG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0198.See file dsdata.txt to determine how the superseded data were derived.
 CG0198
 CG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV044744(NAD 83)
 CG0198_MARKER: P = PIPE CAP
 CG0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0198_STAMPING: 3598 NOGLS N9 6
 CG0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0198
 CG0198  HISTORY     - Date     Condition        Report By
 CG0198  HISTORY     - UNK      MONUMENTED       USGS
 CG0198  HISTORY     - 1954     GOOD             NGS
 CG0198  HISTORY     - 1959     GOOD             NGS
 CG0198  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0198
 CG0198                          STATION DESCRIPTION
 CG0198
 CG0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0198'5.7 MI N FROM NOGALES.
 CG0198'5.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0198'STATION AT NOGALES, 0.1 MILE SOUTH OF MILEPOLE 1044, ABOUT 35 YARDS
 CG0198'NORTHEAST OF AND ACROSS FORMER U. S. HIGHWAY 89 FROM THE NORTHEAST
 CG0198'CORNER OF A FARMHOUSE, 94 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 CG0198'THE 4TH. TELEPHONE POLE SOUTH OF MILEPOLE 1044, 48.1 FEET WEST OF THE
 CG0198'WEST RAIL, 45.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 CG0198'NORTH OF THE CENTER LINE OF A TRACK ROAD, 1.3 FEET SOUTH OF A WITNESS
 CG0198'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A
 CG0198'3-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 0.6 FOOT
 CG0198'ABOVE THE GROUND.  NOTE-- THE DISK IS SLANTING.  THE ROD WAS HELD ON
 CG0198'THE LETTERS SUR OF THE WORD SURVEY DURING THE 1954 RELEVELING.
 CG0198
 CG0198                          STATION RECOVERY (1959)
 CG0198
 CG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0198'RECOVERED IN GOOD CONDITION.
 CG0198
 CG0198                          STATION RECOVERY (1980)
 CG0198
 CG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0198'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A PAVED ROAD
 CG0198'AT THE DESCRIBED LOCATION AND MEASUREMENTS PLACE THE MARK UNDER THE
 CG0198'PAVEMENT.  THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1576 ***********************************************************************
 DV1576  DESIGNATION -  36 A
 DV1576  PID         -  DV1576
 DV1576  STATE/COUNTY-  AZ/LA PAZ
 DV1576  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1576
 DV1576                         *CURRENT SURVEY CONTROL
 DV1576  ___________________________________________________________________
 DV1576* NAD 83(1986)-  33 34 34.     (N)    113 23 44.     (W)     SCALED    
 DV1576* NAVD 88     -       423.36   (+/-2cm)    1389.0    (feet)  VERTCON   
 DV1576  ___________________________________________________________________
 DV1576  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1576
 DV1576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1576
 DV1576.The horizontal coordinates were scaled from a topographic map and have
 DV1576.an estimated accuracy of +/- 6 seconds.
 DV1576
 DV1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1576.The vertical order pertains to the NGVD 29 superseded value.
 DV1576
 DV1576.The geoid height was determined by GEOID03.
 DV1576
 DV1576;                    North         East    Units  Estimated Accuracy
 DV1576;SPC AZ W     -   285,710.      246,270.      MT  (+/- 180 meters Scaled)
 DV1576
 DV1576                          SUPERSEDED SURVEY CONTROL
 DV1576
 DV1576  NGVD 29 (??/??/92)  422.691  (m)         1386.78   (f) ADJ UNCH    2 0
 DV1576
 DV1576.Superseded values are not recommended for survey control.
 DV1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1576.See file dsdata.txt to determine how the superseded data were derived.
 DV1576
 DV1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC776177(NAD 83)
 DV1576_MARKER: DD = SURVEY DISK
 DV1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1576_STAMPING: 36 A 1962
 DV1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1576+STABILITY: SURFACE MOTION
 DV1576
 DV1576  HISTORY     - Date     Condition        Report By
 DV1576  HISTORY     - 1962     MONUMENTED       AZHD
 DV1576
 DV1576                          STATION DESCRIPTION
 DV1576
 DV1576'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1576'26.7 MI SE FROM SALOME.
 DV1576'0.5 MILE EAST-SOUTHEAST OF G 413 36, AN ARIZONA HIGHWAY DISK STAMPED
 DV1576'36 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND
 DV1576'IN THE CENTER OF THE MEDIAM STRIP OF PORPOSED INTERSTATE HIGHWAY 10,
 DV1576'1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0826 ***********************************************************************
 FQ0826  DESIGNATION -  36 BKC
 FQ0826  PID         -  FQ0826
 FQ0826  STATE/COUNTY-  AZ/COCONINO
 FQ0826  USGS QUAD   -  WUPATKI SE (1969)
 FQ0826
 FQ0826                         *CURRENT SURVEY CONTROL
 FQ0826  ___________________________________________________________________
 FQ0826* NAD 83(1986)-  35 33 44.     (N)    111 15 08.     (W)     SCALED    
 FQ0826* NAVD 88     -      1346.924  (meters)    4419.03   (feet)  POSTED    
 FQ0826  ___________________________________________________________________
 FQ0826  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0826  DYNAMIC HT  -        1345.240 (meters)    4413.51  (feet)  COMP
 FQ0826  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 FQ0826
 FQ0826  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0826
 FQ0826.The horizontal coordinates were scaled from a topographic map and have
 FQ0826.an estimated accuracy of +/- 6 seconds.
 FQ0826
 FQ0826.The orthometric height was determined by differential leveling
 FQ0826.and adjusted by the National Geodetic Survey in 1992..
 FQ0826.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0826.rate of 0.0 thru 1.0 mm/km.
 FQ0826
 FQ0826.The geoid height was determined by GEOID03.
 FQ0826
 FQ0826.The dynamic height is computed by dividing the NAVD 88
 FQ0826.geopotential number by the normal gravity value computed on the
 FQ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0826.degrees latitude (g = 980.6199 gals.).
 FQ0826
 FQ0826.The modeled gravity was interpolated from observed gravity values.
 FQ0826
 FQ0826;                    North         East    Units  Estimated Accuracy
 FQ0826;SPC AZ C     -   506,150.      273,590.      MT  (+/- 180 meters Scaled)
 FQ0826
 FQ0826                          SUPERSEDED SURVEY CONTROL
 FQ0826
 FQ0826.No superseded survey control is available for this station.
 FQ0826
 FQ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE771354(NAD 83)
 FQ0826_MARKER: DB = BENCH MARK DISK
 FQ0826_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0826_SP_SET: ROCK OUTCROP
 FQ0826_STAMPING: 36 BKC 1968
 FQ0826_MARK LOGO: USGS  
 FQ0826_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0826+STABILITY: POSITION/ELEVATION WELL
 FQ0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0826+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0826
 FQ0826  HISTORY     - Date     Condition        Report By
 FQ0826  HISTORY     - 1968     MONUMENTED       USGS
 FQ0826
 FQ0826                          STATION DESCRIPTION
 FQ0826
 FQ0826'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0826'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0826'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0826'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0826'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0826'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0826'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0826'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0826'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 1.0 MILE, 19 FEET SOUTH
 FQ0826'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1413 ***********************************************************************
 CZ1413  DESIGNATION -  36 DOR
 CZ1413  PID         -  CZ1413
 CZ1413  STATE/COUNTY-  AZ/PIMA
 CZ1413  USGS QUAD   -  TUCSON (1992)
 CZ1413
 CZ1413                         *CURRENT SURVEY CONTROL
 CZ1413  ___________________________________________________________________
 CZ1413* NAD 83(1986)-  32 14 25.     (N)    110 58 40.     (W)     SCALED    
 CZ1413* NAVD 88     -       718.845  (meters)    2358.41   (feet)  ADJUSTED  
 CZ1413  ___________________________________________________________________
 CZ1413  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ1413  DYNAMIC HT  -         717.863 (meters)    2355.19  (feet)  COMP
 CZ1413  MODELED GRAV-     979,248.8   (mgal)                       NAVD 88
 CZ1413
 CZ1413  VERT ORDER  -  FIRST     CLASS II
 CZ1413
 CZ1413.The horizontal coordinates were scaled from a topographic map and have
 CZ1413.an estimated accuracy of +/- 6 seconds.
 CZ1413
 CZ1413.The orthometric height was determined by differential leveling
 CZ1413.and adjusted by the National Geodetic Survey in June 1991..
 CZ1413
 CZ1413.The geoid height was determined by GEOID03.
 CZ1413
 CZ1413.The dynamic height is computed by dividing the NAVD 88
 CZ1413.geopotential number by the normal gravity value computed on the
 CZ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1413.degrees latitude (g = 980.6199 gals.).
 CZ1413
 CZ1413.The modeled gravity was interpolated from observed gravity values.
 CZ1413
 CZ1413;                    North         East    Units  Estimated Accuracy
 CZ1413;SPC AZ C     -   137,900.      301,840.      MT  (+/- 180 meters Scaled)
 CZ1413
 CZ1413                          SUPERSEDED SURVEY CONTROL
 CZ1413
 CZ1413.No superseded survey control is available for this station.
 CZ1413
 CZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020670(NAD 83)
 CZ1413_MARKER: DB = BENCH MARK DISK
 CZ1413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1413_SP_SET: FOUNDATION
 CZ1413_STAMPING: 36 DOR 1975
 CZ1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1413
 CZ1413  HISTORY     - Date     Condition        Report By
 CZ1413  HISTORY     - 1975     MONUMENTED       USGS
 CZ1413  HISTORY     - 1980     GOOD             NGS
 CZ1413  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 CZ1413
 CZ1413                          STATION DESCRIPTION
 CZ1413
 CZ1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1413'IN TUCSON.
 CZ1413'IN TUCSON, AT THE NORTH END OF THE 1400 BLOCK OF NORTH MIRACLE MILE,
 CZ1413'IN TOP OF THE SOUTH FOUNDATION OF THE EAST POST OF TWO STONE AND
 CZ1413'COPPER ORE POSTS SUPPORTING A SIGN READING (HOME OF THE UNIVERSITY
 CZ1413'OF ARIZONA), 16.2 METERS (53 FEET) SOUTH OF THE SOUTH CURB OF ADAMS
 CZ1413'STREET, 11.2 METERS (36.7 FEET) EAST OF THE EAST CURB OF THE
 CZ1413'SOUTHBOUND LANES OF MIRACLE MILE AND 6.9 METERS (22.6 FEET) WEST
 CZ1413'OF THE WEST CURB OF THE NORTHBOUND LANES OF MIRACLE MILE.
 CZ1413'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 CZ1413
 CZ1413                          STATION RECOVERY (1995)
 CZ1413
 CZ1413'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0308 ***********************************************************************
 ES0308  DESIGNATION -  36 GCHD
 ES0308  PID         -  ES0308
 ES0308  STATE/COUNTY-  AZ/GILA
 ES0308  USGS QUAD   -  PINE (1973)
 ES0308
 ES0308                         *CURRENT SURVEY CONTROL
 ES0308  ___________________________________________________________________
 ES0308* NAD 83(1986)-  34 24 22.     (N)    111 29 31.     (W)     SCALED    
 ES0308* NAVD 88     -      1801.567  (meters)    5910.64   (feet)  ADJUSTED  
 ES0308  ___________________________________________________________________
 ES0308  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0308  DYNAMIC HT  -        1799.022 (meters)    5902.29  (feet)  COMP
 ES0308  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 ES0308
 ES0308  VERT ORDER  -  FIRST     CLASS II
 ES0308
 ES0308.The horizontal coordinates were scaled from a topographic map and have
 ES0308.an estimated accuracy of +/- 6 seconds.
 ES0308
 ES0308.The orthometric height was determined by differential leveling
 ES0308.and adjusted by the National Geodetic Survey in June 1991..
 ES0308
 ES0308.The geoid height was determined by GEOID03.
 ES0308
 ES0308.The dynamic height is computed by dividing the NAVD 88
 ES0308.geopotential number by the normal gravity value computed on the
 ES0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0308.degrees latitude (g = 980.6199 gals.).
 ES0308
 ES0308.The modeled gravity was interpolated from observed gravity values.
 ES0308
 ES0308;                    North         East    Units  Estimated Accuracy
 ES0308;SPC AZ E     -   378,490.       91,520.      MT  (+/- 180 meters Scaled)
 ES0308
 ES0308                          SUPERSEDED SURVEY CONTROL
 ES0308
 ES0308  NGVD 29 (??/??/92) 1800.726  (m)         5907.88   (f) ADJ UNCH    1 2
 ES0308
 ES0308.Superseded values are not recommended for survey control.
 ES0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0308.See file dsdata.txt to determine how the superseded data were derived.
 ES0308
 ES0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD547072(NAD 83)
 ES0308_MARKER: S = SPIKE
 ES0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0308_SP_SET: TREE
 ES0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0308
 ES0308  HISTORY     - Date     Condition        Report By
 ES0308  HISTORY     - UNK      MONUMENTED       LOCENG
 ES0308  HISTORY     - 1933     GOOD             NGS
 ES0308
 ES0308                          STATION DESCRIPTION
 ES0308
 ES0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0308'3.0 MI NW FROM PINE.
 ES0308'AT SIDE OF HIGHWAY, 600 FEET EAST OF STRAWBERRY CREEK CROSSING, 25
 ES0308'FEET SOUTH OF HIGHWAY CENTER-LINE, ON BASE OF ALLIGATOR JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0793 ***********************************************************************
 DA0793  DESIGNATION -  36 GWM
 DA0793  PID         -  DA0793
 DA0793  STATE/COUNTY-  AZ/PIMA
 DA0793  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0793
 DA0793                         *CURRENT SURVEY CONTROL
 DA0793  ___________________________________________________________________
 DA0793* NAD 83(1986)-  32 30 14.     (N)    113 16 30.     (W)     SCALED    
 DA0793* NAVD 88     -       205.06   (+/-2cm)     672.8    (feet)  VERTCON   
 DA0793  ___________________________________________________________________
 DA0793  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0793
 DA0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0793
 DA0793.The horizontal coordinates were scaled from a topographic map and have
 DA0793.an estimated accuracy of +/- 6 seconds.
 DA0793
 DA0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0793.The vertical order pertains to the NGVD 29 superseded value.
 DA0793
 DA0793.The geoid height was determined by GEOID03.
 DA0793
 DA0793;                    North         East    Units  Estimated Accuracy
 DA0793;SPC AZ C     -   167,550.       85,720.      MT  (+/- 180 meters Scaled)
 DA0793
 DA0793                          SUPERSEDED SURVEY CONTROL
 DA0793
 DA0793  NGVD 29 (??/??/92)  204.430  (m)          670.70   (f) ADJ UNCH    2 0
 DA0793
 DA0793.Superseded values are not recommended for survey control.
 DA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0793.See file dsdata.txt to determine how the superseded data were derived.
 DA0793
 DA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA862985(NAD 83)
 DA0793_MARKER: DD = SURVEY DISK
 DA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0793_STAMPING: 36 GWM 1948 671
 DA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0793+STABILITY: SURFACE MOTION
 DA0793
 DA0793  HISTORY     - Date     Condition        Report By
 DA0793  HISTORY     - 1948     MONUMENTED       USGS
 DA0793  HISTORY     - 1962     GOOD             NGS
 DA0793
 DA0793                          STATION DESCRIPTION
 DA0793
 DA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0793'0.25 MI NW FROM TONY TANK.
 DA0793'ABOUT 0.25 MILE NORTHWEST ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0793'AT TONY TANK, 1.4 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0793'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION OF THE
 DA0793'TRAIL ROAD AND A DIM TRAIL ROAD LEADING WEST, 111 FEET SOUTHWEST OF
 DA0793'THE CENTER LINE OF THE TRAIL ROAD, 31 FEET SOUTH OF THE CENTER LINE OF
 DA0793'THE DIM TRAIL ROAD LEADING WEST, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DA0793'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DA0793'A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0628 ***********************************************************************
 FP0628  DESIGNATION -  36 HLS
 FP0628  PID         -  FP0628
 FP0628  STATE/COUNTY-  AZ/APACHE
 FP0628  USGS QUAD   -  GANADO (1973)
 FP0628
 FP0628                         *CURRENT SURVEY CONTROL
 FP0628  ___________________________________________________________________
 FP0628* NAD 83(1986)-  35 42 22.     (N)    109 32 33.     (W)     SCALED    
 FP0628* NAVD 88     -      1969.358  (meters)    6461.14   (feet)  ADJUSTED  
 FP0628  ___________________________________________________________________
 FP0628  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0628  DYNAMIC HT  -        1966.669 (meters)    6452.31  (feet)  COMP
 FP0628  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 FP0628
 FP0628  VERT ORDER  -  SECOND    CLASS II
 FP0628
 FP0628.The horizontal coordinates were scaled from a topographic map and have
 FP0628.an estimated accuracy of +/- 6 seconds.
 FP0628
 FP0628.The orthometric height was determined by differential leveling
 FP0628.and adjusted by the National Geodetic Survey in June 1991..
 FP0628
 FP0628.The geoid height was determined by GEOID03.
 FP0628
 FP0628.The dynamic height is computed by dividing the NAVD 88
 FP0628.geopotential number by the normal gravity value computed on the
 FP0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0628.degrees latitude (g = 980.6199 gals.).
 FP0628
 FP0628.The modeled gravity was interpolated from observed gravity values.
 FP0628
 FP0628;                    North         East    Units  Estimated Accuracy
 FP0628;SPC AZ E     -   522,090.      269,840.      MT  (+/- 180 meters Scaled)
 FP0628
 FP0628                          SUPERSEDED SURVEY CONTROL
 FP0628
 FP0628  NGVD 29 (??/??/92) 1968.39   (m)         6458.0    (f) COMPUTED    2 2
 FP0628
 FP0628.Superseded values are not recommended for survey control.
 FP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0628.See file dsdata.txt to determine how the superseded data were derived.
 FP0628
 FP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE318523(NAD 83)
 FP0628_MARKER: DB = BENCH MARK DISK
 FP0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0628_SP_SET: COPPER-CLAD STEEL ROD
 FP0628_STAMPING: 36 HLS 1970 6458
 FP0628_MARK LOGO: USGS  
 FP0628_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0628+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0628
 FP0628  HISTORY     - Date     Condition        Report By
 FP0628  HISTORY     - 1970     MONUMENTED       USGS
 FP0628
 FP0628                          STATION DESCRIPTION
 FP0628
 FP0628'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0628'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 0.3 MILES SOUTH
 FP0628'ALONG STATE HIGHWAY 63, 0.2 MILES SOUTH OF THE JUNCTION OF STATE
 FP0628'HIGHWAY 63 AND STATE HIGHWAY 264, 88 FEET WEST OF THE HIGHWAY, 18
 FP0628'FEET NORTH OF A TRACK ROAD, 2 FEET NORTH OF SECTION CORNER
 FP0628'27/T27N/R26E, 1 FOOT EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0628'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1721 ***********************************************************************
 DU1721  DESIGNATION -  360 A
 DU1721  PID         -  DU1721
 DU1721  STATE/COUNTY-  AZ/MARICOPA
 DU1721  USGS QUAD   -  TEMPE (1982)
 DU1721
 DU1721                         *CURRENT SURVEY CONTROL
 DU1721  ___________________________________________________________________
 DU1721* NAD 83(1986)-  33 24 26.     (N)    111 58 10.     (W)     SCALED    
 DU1721* NAVD 88     -       356.586  (meters)    1169.90   (feet)  ADJUSTED  
 DU1721  ___________________________________________________________________
 DU1721  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1721  DYNAMIC HT  -         356.176 (meters)    1168.55  (feet)  COMP
 DU1721  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DU1721
 DU1721  VERT ORDER  -  SECOND    CLASS I
 DU1721
 DU1721.The horizontal coordinates were scaled from a topographic map and have
 DU1721.an estimated accuracy of +/- 6 seconds.
 DU1721
 DU1721.The orthometric height was determined by differential leveling
 DU1721.and adjusted by the National Geodetic Survey in November 1993..
 DU1721
 DU1721.The geoid height was determined by GEOID03.
 DU1721
 DU1721.The dynamic height is computed by dividing the NAVD 88
 DU1721.geopotential number by the normal gravity value computed on the
 DU1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1721.degrees latitude (g = 980.6199 gals.).
 DU1721
 DU1721.The modeled gravity was interpolated from observed gravity values.
 DU1721
 DU1721;                    North         East    Units  Estimated Accuracy
 DU1721;SPC AZ C     -   266,910.      208,450.      MT  (+/- 180 meters Scaled)
 DU1721
 DU1721                          SUPERSEDED SURVEY CONTROL
 DU1721
 DU1721.No superseded survey control is available for this station.
 DU1721
 DU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098968(NAD 83)
 DU1721_MARKER: DB = BENCH MARK DISK
 DU1721_SETTING: 66 = SET IN ROCK OUTCROP
 DU1721_SP_SET: BEDROCK
 DU1721_STAMPING: 360-A
 DU1721_MARK LOGO: AZDT  
 DU1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1721+STABILITY: POSITION/ELEVATION WELL
 DU1721
 DU1721  HISTORY     - Date     Condition        Report By
 DU1721  HISTORY     - 1981     MONUMENTED       AZDT
 DU1721
 DU1721                          STATION DESCRIPTION
 DU1721
 DU1721'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1721'IN TEMPE.
 DU1721'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1721'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) THROUGH A ROCK
 DU1721'CUT TO THE MARK ON THE RIGHT, 250 FT (76.20 METERS) SOUTHEAST UP A
 DU1721'GRADUAL SLOPE, 99.8 FT (30.12 METERS) NORTH OF AN AZDT BRASS CAP
 DU1721'STAMPED SGT-24, 36.5 FT (11.11 METERS) NORTHWEST OF A 5/8-INCH REBAR
 DU1721'IN CONCRETE WHICH IS THE NORTH 1/4 CORNER SECTION 29, 13.5 FT
 DU1721'(4.11 METERS) WEST OF CHAINLINK FENCE, A STANDARD AZDT ALUMINUM CAP
 DU1721'EPOXIED IN BEDROCK AND MARKED WITH A SIGN IN THE CHAINLINKED FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1668 ***********************************************************************
 DU1668  DESIGNATION -  360 AA
 DU1668  PID         -  DU1668
 DU1668  STATE/COUNTY-  AZ/MARICOPA
 DU1668  USGS QUAD   -  MESA (1982)
 DU1668
 DU1668                         *CURRENT SURVEY CONTROL
 DU1668  ___________________________________________________________________
 DU1668* NAD 83(1986)-  33 23 12.     (N)    111 47 49.     (W)     SCALED    
 DU1668* NAVD 88     -       373.942  (meters)    1226.84   (feet)  ADJUSTED  
 DU1668  ___________________________________________________________________
 DU1668  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1668  DYNAMIC HT  -         373.498 (meters)    1225.38  (feet)  COMP
 DU1668  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 DU1668
 DU1668  VERT ORDER  -  SECOND    CLASS I
 DU1668
 DU1668.The horizontal coordinates were scaled from a topographic map and have
 DU1668.an estimated accuracy of +/- 6 seconds.
 DU1668
 DU1668.The orthometric height was determined by differential leveling
 DU1668.and adjusted by the National Geodetic Survey in January 1998..
 DU1668
 DU1668.The geoid height was determined by GEOID03.
 DU1668
 DU1668.The dynamic height is computed by dividing the NAVD 88
 DU1668.geopotential number by the normal gravity value computed on the
 DU1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1668.degrees latitude (g = 980.6199 gals.).
 DU1668
 DU1668.The modeled gravity was interpolated from observed gravity values.
 DU1668
 DU1668;                    North         East    Units  Estimated Accuracy
 DU1668;SPC AZ C     -   264,640.      224,500.      MT  (+/- 180 meters Scaled)
 DU1668
 DU1668                          SUPERSEDED SURVEY CONTROL
 DU1668
 DU1668  NAVD 88 (11/29/93)  373.921  (m)         1226.77   (f) UNKNOWN     2 1
 DU1668
 DU1668.Superseded values are not recommended for survey control.
 DU1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1668.See file dsdata.txt to determine how the superseded data were derived.
 DU1668
 DU1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258944(NAD 83)
 DU1668_MARKER: DD = SURVEY DISK
 DU1668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1668_SP_SET: CULVERT HEADWALL
 DU1668_STAMPING: 360 AA
 DU1668_MARK LOGO: AZDT  
 DU1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1668+STABILITY: SURFACE MOTION
 DU1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1668+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 DU1668
 DU1668  HISTORY     - Date     Condition        Report By
 DU1668  HISTORY     - 1981     MONUMENTED       AZDT
 DU1668  HISTORY     - 19941012 GOOD             NGS
 DU1668  HISTORY     - 20051029 GOOD             GEOCAC
 DU1668
 DU1668                          STATION DESCRIPTION
 DU1668
 DU1668'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1668'IN MESA.
 DU1668'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1668'GILBERT ROAD TO HARRIS DRIVE OVERPASS, THE MARK IS 227.3 FT
 DU1668'(69.28 METERS) NORTH OF THE CENTERLINE OF S.R. 360, 83.0 FT
 DU1668'(25.30 METERS) WEST OF THE CENTERLINE OF HARRIS ROAD, A STANDARD AZDT
 DU1668'ALUMINUM CAP SET IN TOP OF THE CENTER OF WEST CANAL HEADWALL.
 DU1668
 DU1668                          STATION RECOVERY (1994)
 DU1668
 DU1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1668'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1668'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1668'HEADWALL OF A CULVERT UNDER THE DRIVE, 62.1 M (203.7 FT) NORTH OF THE
 DU1668'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) WEST OF
 DU1668'THE DRIVE CENTER, 13.2 M (43.3 FT) WEST OF A CHAIN-LINK FENCE, AND 3.0
 DU1668'M (9.8 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1668
 DU1668                          STATION RECOVERY (2005)
 DU1668
 DU1668'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1668'RECOVERED AS DESCRIBED AT  33 23 12.7 (N)  111 47 50.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1720 ***********************************************************************
 DU1720  DESIGNATION -  360 B
 DU1720  PID         -  DU1720
 DU1720  STATE/COUNTY-  AZ/MARICOPA
 DU1720  USGS QUAD   -  TEMPE (1982)
 DU1720
 DU1720                         *CURRENT SURVEY CONTROL
 DU1720  ___________________________________________________________________
 DU1720* NAD 83(1986)-  33 24 26.     (N)    111 58 09.     (W)     SCALED    
 DU1720* NAVD 88     -       355.052  (meters)    1164.87   (feet)  ADJUSTED  
 DU1720  ___________________________________________________________________
 DU1720  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1720  DYNAMIC HT  -         354.645 (meters)    1163.53  (feet)  COMP
 DU1720  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DU1720
 DU1720  VERT ORDER  -  SECOND    CLASS I
 DU1720
 DU1720.The horizontal coordinates were scaled from a topographic map and have
 DU1720.an estimated accuracy of +/- 6 seconds.
 DU1720
 DU1720.The orthometric height was determined by differential leveling
 DU1720.and adjusted by the National Geodetic Survey in November 1993..
 DU1720
 DU1720.The geoid height was determined by GEOID03.
 DU1720
 DU1720.The dynamic height is computed by dividing the NAVD 88
 DU1720.geopotential number by the normal gravity value computed on the
 DU1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1720.degrees latitude (g = 980.6199 gals.).
 DU1720
 DU1720.The modeled gravity was interpolated from observed gravity values.
 DU1720
 DU1720;                    North         East    Units  Estimated Accuracy
 DU1720;SPC AZ C     -   266,910.      208,480.      MT  (+/- 180 meters Scaled)
 DU1720
 DU1720                          SUPERSEDED SURVEY CONTROL
 DU1720
 DU1720.No superseded survey control is available for this station.
 DU1720
 DU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098968(NAD 83)
 DU1720_MARKER: DB = BENCH MARK DISK
 DU1720_SETTING: 66 = SET IN ROCK OUTCROP
 DU1720_SP_SET: BEDROCK
 DU1720_STAMPING: 360-B
 DU1720_MARK LOGO: AZDT  
 DU1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1720+STABILITY: POSITION/ELEVATION WELL
 DU1720
 DU1720  HISTORY     - Date     Condition        Report By
 DU1720  HISTORY     - 1981     MONUMENTED       AZDT
 DU1720
 DU1720                          STATION DESCRIPTION
 DU1720
 DU1720'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1720'IN TEMPE.
 DU1720'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1720'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) THROUGH A ROCK
 DU1720'CUT TO THE MARK ON THE RIGHT, 250 FT (76.20 METERS) SOUTHEAST UP A
 DU1720'GRADUAL SLOPE, 159.2 FT (48.52 METERS) NORTH OF A BRASS CAP MARKED
 DU1720'SGT-24, 93.0 FT (28.35 METERS) NORTH OF A 5/8-INCH REBAR IN CONCRETE
 DU1720'WHICH IS THE NORTH 1/4 CORNER SECTION 29, 6.0 FT (1.52 METERS) WEST OF
 DU1720'CHAINLINK FENCE, A STANDARD AZDT ALUMINUM CAP EPOXIED IN BEDROCK AND
 DU1720'MARKED WITH A SIGN IN THE CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1667 ***********************************************************************
 DU1667  DESIGNATION -  360 BB
 DU1667  PID         -  DU1667
 DU1667  STATE/COUNTY-  AZ/MARICOPA
 DU1667  USGS QUAD   -  MESA (1982)
 DU1667
 DU1667                         *CURRENT SURVEY CONTROL
 DU1667  ___________________________________________________________________
 DU1667* NAD 83(1986)-  33 23 09.     (N)    111 47 47.     (W)     SCALED    
 DU1667* NAVD 88     -       377.877  (meters)    1239.75   (feet)  ADJUSTED  
 DU1667  ___________________________________________________________________
 DU1667  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1667  DYNAMIC HT  -         377.429 (meters)    1238.28  (feet)  COMP
 DU1667  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DU1667
 DU1667  VERT ORDER  -  SECOND    CLASS I
 DU1667
 DU1667.The horizontal coordinates were scaled from a topographic map and have
 DU1667.an estimated accuracy of +/- 6 seconds.
 DU1667
 DU1667.The orthometric height was determined by differential leveling
 DU1667.and adjusted by the National Geodetic Survey in January 1998..
 DU1667
 DU1667.The geoid height was determined by GEOID03.
 DU1667
 DU1667.The dynamic height is computed by dividing the NAVD 88
 DU1667.geopotential number by the normal gravity value computed on the
 DU1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1667.degrees latitude (g = 980.6199 gals.).
 DU1667
 DU1667.The modeled gravity was interpolated from observed gravity values.
 DU1667
 DU1667;                    North         East    Units  Estimated Accuracy
 DU1667;SPC AZ C     -   264,550.      224,550.      MT  (+/- 180 meters Scaled)
 DU1667
 DU1667                          SUPERSEDED SURVEY CONTROL
 DU1667
 DU1667  NAVD 88 (11/29/93)  377.856  (m)         1239.68   (f) UNKNOWN     2 1
 DU1667
 DU1667.Superseded values are not recommended for survey control.
 DU1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1667.See file dsdata.txt to determine how the superseded data were derived.
 DU1667
 DU1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259943(NAD 83)
 DU1667_MARKER: DD = SURVEY DISK
 DU1667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1667_SP_SET: BRIDGE WALKWAY
 DU1667_STAMPING: 360-BB B.M.
 DU1667_MARK LOGO: AZDT  
 DU1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1667+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 DU1667
 DU1667  HISTORY     - Date     Condition        Report By
 DU1667  HISTORY     - 1981     MONUMENTED       AZDT
 DU1667  HISTORY     - 19941012 GOOD             NGS
 DU1667  HISTORY     - 20020519 GOOD             INDIV
 DU1667  HISTORY     - 20051029 GOOD             GEOCAC
 DU1667
 DU1667                          STATION DESCRIPTION
 DU1667
 DU1667'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1667'IN MESA.
 DU1667'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1667'GILBERT ROAD TO HARRIS DRIVE OVERPASS, STATION LOCATED 117.3 FT
 DU1667'(35.77 METERS) NORTH OF CENTERLINE OF SUPERSTITION FREEWAY, 35.3 FT
 DU1667'(10.75 METERS) EAST OF CENTERLINE OF HARRIS ROAD, A STANDARD AZDT
 DU1667'ALUMINUM CAP SET IN NORTHEAST CORNER OF BRIDGE SIDEWALK.
 DU1667
 DU1667                          STATION RECOVERY (1994)
 DU1667
 DU1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1667'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1667'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1667'WALKWAY OF THE DRIVE OVERPASS OF THE HIGHWAY, 25.7 M (84.3 FT) NORTH
 DU1667'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT)
 DU1667'EAST OF AND LEVEL WITH THE DRIVE CENTER, 1.9 M (6.2 FT) WEST OF A
 DU1667'CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE EAST BRIDGE
 DU1667'RAIL.
 DU1667
 DU1667                          STATION RECOVERY (2002)
 DU1667
 DU1667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1667'RECOVERED IN GOOD CONDITION.
 DU1667
 DU1667                          STATION RECOVERY (2005)
 DU1667
 DU1667'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1667'RECOVERED AS DESCRIBED AT   33 23 11.6 (N)  111 47 48.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1697 ***********************************************************************
 DU1697  DESIGNATION -  360 C
 DU1697  PID         -  DU1697
 DU1697  STATE/COUNTY-  AZ/MARICOPA
 DU1697  USGS QUAD   -  TEMPE (1982)
 DU1697
 DU1697                         *CURRENT SURVEY CONTROL
 DU1697  ___________________________________________________________________
 DU1697* NAD 83(1986)-  33 23 08.     (N)    111 55 38.     (W)     SCALED    
 DU1697* NAVD 88     -       361.007  (meters)    1184.40   (feet)  ADJUSTED  
 DU1697  ___________________________________________________________________
 DU1697  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1697  DYNAMIC HT  -         360.590 (meters)    1183.04  (feet)  COMP
 DU1697  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DU1697
 DU1697  VERT ORDER  -  SECOND    CLASS I
 DU1697
 DU1697.The horizontal coordinates were scaled from a topographic map and have
 DU1697.an estimated accuracy of +/- 6 seconds.
 DU1697
 DU1697.The orthometric height was determined by differential leveling
 DU1697.and adjusted by the National Geodetic Survey in January 1998..
 DU1697
 DU1697.The geoid height was determined by GEOID03.
 DU1697
 DU1697.The dynamic height is computed by dividing the NAVD 88
 DU1697.geopotential number by the normal gravity value computed on the
 DU1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1697.degrees latitude (g = 980.6199 gals.).
 DU1697
 DU1697.The modeled gravity was interpolated from observed gravity values.
 DU1697
 DU1697;                    North         East    Units  Estimated Accuracy
 DU1697;SPC AZ C     -   264,510.      212,380.      MT  (+/- 180 meters Scaled)
 DU1697
 DU1697                          SUPERSEDED SURVEY CONTROL
 DU1697
 DU1697  NAVD 88 (11/29/93)  360.999  (m)         1184.38   (f) UNKNOWN     2 1
 DU1697
 DU1697.Superseded values are not recommended for survey control.
 DU1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1697.See file dsdata.txt to determine how the superseded data were derived.
 DU1697
 DU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137944(NAD 83)
 DU1697_MARKER: DD = SURVEY DISK
 DU1697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1697_SP_SET: BRIDGE WALKWAY
 DU1697_STAMPING: 360-C 81
 DU1697_MARK LOGO: AZDT  
 DU1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1697+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1697
 DU1697  HISTORY     - Date     Condition        Report By
 DU1697  HISTORY     - 1981     MONUMENTED       AZDT
 DU1697  HISTORY     - 19941012 GOOD             NGS
 DU1697  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 DU1697  HISTORY     - 20060407 POOR             GEOCAC
 DU1697
 DU1697                          STATION DESCRIPTION
 DU1697
 DU1697'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1697'IN TEMPE.
 DU1697'IN TEMPE, 8.0 MI (12.88 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1697'OF GILBERT ROAD TO RURAL ROAD, STATION LOCATED AT NORTHEAST CORNER OF
 DU1697'OVERPASS, 102.0 FT (31.09 METERS) NORTH OF S.R.  360 CENTERLINE, 53.5
 DU1697'FT (16.31 METERS) EAST OF RURAL ROAD CENTERLINE, 1.5 FT (0.45 METERS)
 DU1697'SOUTH OF EXPANSION JOINT, A STANDARD AZDT ALUMINUM CAP EPOXIED ON
 DU1697'BRIDGE SIDEWALK.
 DU1697
 DU1697                          STATION RECOVERY (1994)
 DU1697
 DU1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1697'IN TEMPE, AT THE INTERSECTION OF RURAL ROAD AND U.S.  HIGHWAY 60, IN
 DU1697'TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1697'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 22.1 M (72.5 FT) NORTH OF
 DU1697'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.1 M (20.0 FT)
 DU1697'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU1697'ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.3 M (1.0 FT) SOUTH
 DU1697'OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU1697'BRIDGE RAIL.
 DU1697
 DU1697                          STATION RECOVERY (2004)
 DU1697
 DU1697'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1697'THIS MARK MAY VERY WELL BE THERE. I WALKED THE INTERSECTION AND FOUND
 DU1697'THE THIS IS THE ENTRANCE TO THE FREEWAY. THE CURB IS BROKEN UP IN MANY
 DU1697'PLACES DUE TO RECENT WRECKS. THE CURB WILL EVENTUALLY BE REPAIRED.
 DU1697
 DU1697                          STATION RECOVERY (2006)
 DU1697
 DU1697'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1697'IT APPEARS THAT RURAL ROAD HAS BEEN WIDENED INTO THE EAST CONCRETE
 DU1697'WALKWAY   STRUCTURAL SUPPORTS AND MARKS WHERE THE OLD BARRICADE
 DU1697'BETWEEN THE ROAD AND WALKWAY WAS LOCATED CAN BE SEEN IN THE EAST MOST
 DU1697'NORTHBOUND LANE ON THE BRIDGE.
 DU1697'THE MARK IS MISSING, BUT IT APPEARS THAT THE EPOXY THAT WAS USED TO
 DU1697'HOLD THE MARK (WITH THE IMPRESSION OF THE BOTTOM OF THE MARK) IS
 DU1697'VISIBLE AT THE EDGE OF THE NORTHBOUND LANE, 1 FOOT SOUTH OF THE NORTH
 DU1697'EXPANSION JOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1666 ***********************************************************************
 DU1666  DESIGNATION -  360 CC
 DU1666  PID         -  DU1666
 DU1666  STATE/COUNTY-  AZ/MARICOPA
 DU1666  USGS QUAD   -  MESA (1982)
 DU1666
 DU1666                         *CURRENT SURVEY CONTROL
 DU1666  ___________________________________________________________________
 DU1666* NAD 83(1986)-  33 23 12.     (N)    111 47 51.     (W)     SCALED    
 DU1666* NAVD 88     -       374.028  (meters)    1227.12   (feet)  ADJUSTED  
 DU1666  ___________________________________________________________________
 DU1666  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1666  DYNAMIC HT  -         373.585 (meters)    1225.67  (feet)  COMP
 DU1666  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 DU1666
 DU1666  VERT ORDER  -  SECOND    CLASS I
 DU1666
 DU1666.The horizontal coordinates were scaled from a topographic map and have
 DU1666.an estimated accuracy of +/- 6 seconds.
 DU1666
 DU1666.The orthometric height was determined by differential leveling
 DU1666.and adjusted by the National Geodetic Survey in January 1998..
 DU1666
 DU1666.The geoid height was determined by GEOID03.
 DU1666
 DU1666.The dynamic height is computed by dividing the NAVD 88
 DU1666.geopotential number by the normal gravity value computed on the
 DU1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1666.degrees latitude (g = 980.6199 gals.).
 DU1666
 DU1666.The modeled gravity was interpolated from observed gravity values.
 DU1666
 DU1666;                    North         East    Units  Estimated Accuracy
 DU1666;SPC AZ C     -   264,640.      224,450.      MT  (+/- 180 meters Scaled)
 DU1666
 DU1666                          SUPERSEDED SURVEY CONTROL
 DU1666
 DU1666  NAVD 88 (11/29/93)  374.007  (m)         1227.05   (f) UNKNOWN     2 1
 DU1666
 DU1666.Superseded values are not recommended for survey control.
 DU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1666.See file dsdata.txt to determine how the superseded data were derived.
 DU1666
 DU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258944(NAD 83)
 DU1666_MARKER: DD = SURVEY DISK
 DU1666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1666_SP_SET: CULVERT HEADWALL
 DU1666_STAMPING: 360 CC 1226 03
 DU1666_MARK LOGO: AZDT  
 DU1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1666+STABILITY: SURFACE MOTION
 DU1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1666+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 DU1666
 DU1666  HISTORY     - Date     Condition        Report By
 DU1666  HISTORY     - 1981     MONUMENTED       AZDT
 DU1666  HISTORY     - 19941012 GOOD             NGS
 DU1666  HISTORY     - 20051029 GOOD             GEOCAC
 DU1666
 DU1666                          STATION DESCRIPTION
 DU1666
 DU1666'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1666'IN MESA.
 DU1666'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1666'GILBERT ROAD AND S.R  360 TO HARRIS DRIVE OVERPASS, THE MARK IS 227.3
 DU1666'FT (69.28 METER) NORTH OF CENTERLINE OF S.R. 360, 83.0 FT (25.30
 DU1666'METERS) EAST OF CENTERLINE OF HARRIS DRIVE, A STANDARD AZDT ALUMINUM
 DU1666'CAP SET IN THE CENTER OF CONCRETE HEADWALL.
 DU1666
 DU1666                          STATION RECOVERY (1994)
 DU1666
 DU1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1666'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1666'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1666'HEADWALL OF A CULVERT UNDER THE DRIVE, 62.1 M (203.7 FT) NORTH OF THE
 DU1666'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) EAST OF
 DU1666'THE DRIVE CENTER, 13.2 M (43.3 FT) EAST OF A CHAIN-LINK FENCE, AND 3.0
 DU1666'M (9.8 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1666
 DU1666                          STATION RECOVERY (2005)
 DU1666
 DU1666'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1666'RECOVERED AS DESCRIBED AT  33 23 12.7 (N)  111 47 48.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1696 ***********************************************************************
 DU1696  DESIGNATION -  360 D
 DU1696  PID         -  DU1696
 DU1696  STATE/COUNTY-  AZ/MARICOPA
 DU1696  USGS QUAD   -  TEMPE (1982)
 DU1696
 DU1696                         *CURRENT SURVEY CONTROL
 DU1696  ___________________________________________________________________
 DU1696* NAD 83(1986)-  33 23 08.     (N)    111 54 36.     (W)     SCALED    
 DU1696* NAVD 88     -       363.337  (meters)    1192.05   (feet)  ADJUSTED  
 DU1696  ___________________________________________________________________
 DU1696  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1696  DYNAMIC HT  -         362.915 (meters)    1190.66  (feet)  COMP
 DU1696  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DU1696
 DU1696  VERT ORDER  -  SECOND    CLASS I
 DU1696
 DU1696.The horizontal coordinates were scaled from a topographic map and have
 DU1696.an estimated accuracy of +/- 6 seconds.
 DU1696
 DU1696.The orthometric height was determined by differential leveling
 DU1696.and adjusted by the National Geodetic Survey in January 1998..
 DU1696
 DU1696.The geoid height was determined by GEOID03.
 DU1696
 DU1696.The dynamic height is computed by dividing the NAVD 88
 DU1696.geopotential number by the normal gravity value computed on the
 DU1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1696.degrees latitude (g = 980.6199 gals.).
 DU1696
 DU1696.The modeled gravity was interpolated from observed gravity values.
 DU1696
 DU1696;                    North         East    Units  Estimated Accuracy
 DU1696;SPC AZ C     -   264,510.      213,980.      MT  (+/- 180 meters Scaled)
 DU1696
 DU1696                          SUPERSEDED SURVEY CONTROL
 DU1696
 DU1696  NAVD 88 (11/29/93)  363.325  (m)         1192.01   (f) UNKNOWN     2 1
 DU1696
 DU1696.Superseded values are not recommended for survey control.
 DU1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1696.See file dsdata.txt to determine how the superseded data were derived.
 DU1696
 DU1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB153944(NAD 83)
 DU1696_MARKER: DD = SURVEY DISK
 DU1696_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1696_SP_SET: BRIDGE WALKWAY
 DU1696_STAMPING: 360 D 81
 DU1696_MARK LOGO: AZDT  
 DU1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1696+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1696
 DU1696  HISTORY     - Date     Condition        Report By
 DU1696  HISTORY     - 1981     MONUMENTED       AZDT
 DU1696  HISTORY     - 19941012 GOOD             NGS
 DU1696  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1696
 DU1696                          STATION DESCRIPTION
 DU1696
 DU1696'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1696'IN TEMPE.
 DU1696'IN TEMPE, 7 MI (11.27 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1696'GILBERT ROAD TO MC CLINTOCK DRIVE, STATION LOCATED AT NORTHEAST CORNER
 DU1696'OF OVERPASS, THE MARK IS 1.0 FT (.30 METERS) SOUTH OF NORTH EXPANSION
 DU1696'JOINT, 10.0 FT (30.5 METERS) WEST OF CHAIN LINK FENCE, 47.5 FT
 DU1696'(14.48 METERS) EAST OF CENTERLINE OF MC CLINTOCK DRIVE, A STANDARD
 DU1696'AZDT ALUMINUM CAP EPOXIED ON BRIDGE SIDEWALK
 DU1696
 DU1696                          STATION RECOVERY (1994)
 DU1696
 DU1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1696'IN TEMPE, AT THE INTERSECTION OF MCCLINTOCK DRIVE AND U.S.  HIGHWAY
 DU1696'60, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 DU1696'CONCRETE WALKWAY OF THE DRIVE OVERPASS OF THE HIGHWAY, 21.9 M (71.9
 DU1696'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.1
 DU1696'M (20.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DU1696'LANES OF THE ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.3 M
 DU1696'(1.0 FT) SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST
 DU1696'OF THE EAST BRIDGE RAIL.
 DU1696
 DU1696                          STATION RECOVERY (2006)
 DU1696
 DU1696'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1696'THE EAST CONCRETE WALKWAY IS NOW DISCONNECTED FROM THE HIGHWAY AND THE
 DU1696'CHAIN LINK FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1665 ***********************************************************************
 DU1665  DESIGNATION -  360 DD
 DU1665  PID         -  DU1665
 DU1665  STATE/COUNTY-  AZ/MARICOPA
 DU1665  USGS QUAD   -  MESA (1982)
 DU1665
 DU1665                         *CURRENT SURVEY CONTROL
 DU1665  ___________________________________________________________________
 DU1665* NAD 83(1986)-  33 23 11.     (N)    111 47 28.     (W)     SCALED    
 DU1665* NAVD 88     -       375.570  (meters)    1232.18   (feet)  ADJUSTED  
 DU1665  ___________________________________________________________________
 DU1665  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1665  DYNAMIC HT  -         375.125 (meters)    1230.72  (feet)  COMP
 DU1665  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DU1665
 DU1665  VERT ORDER  -  SECOND    CLASS I
 DU1665
 DU1665.The horizontal coordinates were scaled from a topographic map and have
 DU1665.an estimated accuracy of +/- 6 seconds.
 DU1665
 DU1665.The orthometric height was determined by differential leveling
 DU1665.and adjusted by the National Geodetic Survey in January 1998..
 DU1665
 DU1665.The geoid height was determined by GEOID03.
 DU1665
 DU1665.The dynamic height is computed by dividing the NAVD 88
 DU1665.geopotential number by the normal gravity value computed on the
 DU1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1665.degrees latitude (g = 980.6199 gals.).
 DU1665
 DU1665.The modeled gravity was interpolated from observed gravity values.
 DU1665
 DU1665;                    North         East    Units  Estimated Accuracy
 DU1665;SPC AZ C     -   264,610.      225,040.      MT  (+/- 180 meters Scaled)
 DU1665
 DU1665                          SUPERSEDED SURVEY CONTROL
 DU1665
 DU1665  NAVD 88 (11/29/93)  375.551  (m)         1232.12   (f) UNKNOWN     2 1
 DU1665
 DU1665.Superseded values are not recommended for survey control.
 DU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1665.See file dsdata.txt to determine how the superseded data were derived.
 DU1665
 DU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB264944(NAD 83)
 DU1665_MARKER: DD = SURVEY DISK
 DU1665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1665_SP_SET: CULVERT HEADWALL
 DU1665_STAMPING: 360-DD
 DU1665_MARK LOGO: AZDT  
 DU1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1665+STABILITY: SURFACE MOTION
 DU1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1665+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU1665
 DU1665  HISTORY     - Date     Condition        Report By
 DU1665  HISTORY     - 1981     MONUMENTED       AZDT
 DU1665  HISTORY     - 19941012 GOOD             NGS
 DU1665  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1665  HISTORY     - 20051216 GOOD             GEOCAC
 DU1665
 DU1665                          STATION DESCRIPTION
 DU1665
 DU1665'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1665'IN MESA.
 DU1665'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1665'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1665'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, STATION LOCATED 356.7 FT
 DU1665'(107.19 METERS) NORTH OF CENTERLINE OF PROPOSED SUPERSTITION FREEWAY,
 DU1665'AND 92.6 FT (28.26 METERS) WEST OF CENTERLINE OF GILBERT ROAD, A
 DU1665'STANDARD AZDT ALUMINUM CAP SET IN CONCRETE HEADWALL.
 DU1665
 DU1665                          STATION RECOVERY (1994)
 DU1665
 DU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1665'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1665'TOP OF AND 2.2 M (7.2 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1665'HEADWALL OF A CULVERT UNDER THE ROAD, 101.0 M (331.4 FT) NORTH OF THE
 DU1665'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 19.7 M (64.6 FT) WEST OF
 DU1665'THE CENTER OF THE SOUTHBOUND LANES OF THE ROAD, 2.8 M (9.2 FT) WEST OF
 DU1665'A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1665
 DU1665                          STATION RECOVERY (1994)
 DU1665
 DU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1665'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1665
 DU1665                          STATION RECOVERY (2005)
 DU1665
 DU1665'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1665'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1665'33 23 14.22 (N)   111 47 19.20 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1695 ***********************************************************************
 DU1695  DESIGNATION -  360 E
 DU1695  PID         -  DU1695
 DU1695  STATE/COUNTY-  AZ/MARICOPA
 DU1695  USGS QUAD   -  TEMPE (1982)
 DU1695
 DU1695                         *CURRENT SURVEY CONTROL
 DU1695  ___________________________________________________________________
 DU1695* NAD 83(1986)-  33 23 09.     (N)    111 53 35.     (W)     SCALED    
 DU1695* NAVD 88     -       364.613  (meters)    1196.23   (feet)  ADJUSTED  
 DU1695  ___________________________________________________________________
 DU1695  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1695  DYNAMIC HT  -         364.187 (meters)    1194.84  (feet)  COMP
 DU1695  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 DU1695
 DU1695  VERT ORDER  -  SECOND    CLASS I
 DU1695
 DU1695.The horizontal coordinates were scaled from a topographic map and have
 DU1695.an estimated accuracy of +/- 6 seconds.
 DU1695
 DU1695.The orthometric height was determined by differential leveling
 DU1695.and adjusted by the National Geodetic Survey in January 1998..
 DU1695
 DU1695.The geoid height was determined by GEOID03.
 DU1695
 DU1695.The dynamic height is computed by dividing the NAVD 88
 DU1695.geopotential number by the normal gravity value computed on the
 DU1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1695.degrees latitude (g = 980.6199 gals.).
 DU1695
 DU1695.The modeled gravity was interpolated from observed gravity values.
 DU1695
 DU1695;                    North         East    Units  Estimated Accuracy
 DU1695;SPC AZ C     -   264,540.      215,560.      MT  (+/- 180 meters Scaled)
 DU1695
 DU1695                          SUPERSEDED SURVEY CONTROL
 DU1695
 DU1695  NAVD 88 (11/29/93)  364.596  (m)         1196.18   (f) UNKNOWN     2 1
 DU1695
 DU1695.Superseded values are not recommended for survey control.
 DU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1695.See file dsdata.txt to determine how the superseded data were derived.
 DU1695
 DU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169944(NAD 83)
 DU1695_MARKER: DD = SURVEY DISK
 DU1695_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1695_SP_SET: BRIDGE WALKWAY
 DU1695_STAMPING: 360-E
 DU1695_MARK LOGO: AZDT  
 DU1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1695+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1695
 DU1695  HISTORY     - Date     Condition        Report By
 DU1695  HISTORY     - 1981     MONUMENTED       AZDT
 DU1695  HISTORY     - 19941012 GOOD             NGS
 DU1695  HISTORY     - 20060407 GOOD             GEOCAC
 DU1695
 DU1695                          STATION DESCRIPTION
 DU1695
 DU1695'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1695'IN TEMPE.
 DU1695'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1695'GILBERT ROAD TO PRICE ROAD, STATION LOCATED ON NORTHEAST CORNER OF
 DU1695'PRICE ROAD OVERPASS, 107.4 FT (32.73 METERS) NORTH OF S.R. 360
 DU1695'CENTERLINE (MEASURED FROM CENTER OF SIGNPOST ON PRICE ROAD
 DU1695'CENTERLINE), 54.5 FT (16.61 METERS) EAST OF PRICE ROAD CENTERLINE, 2.4
 DU1695'FT (0.73 METERS) SOUTH OF EXPANSION JOINT, A STANDARD AZDT ALUMINUM
 DU1695'CAP EPOXIED ON BRIDGE SIDEWALK.
 DU1695
 DU1695                          STATION RECOVERY (1994)
 DU1695
 DU1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1695'IN TEMPE, AT THE INTERSECTION OF PRICE ROAD AND U.S.  HIGHWAY 60, IN
 DU1695'TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1695'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 24.5 M (80.4 FT) NORTH OF
 DU1695'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.4 M (70.2 FT)
 DU1695'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU1695'ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.7 M (2.3 FT) SOUTH
 DU1695'OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU1695'BRIDGE RAIL.
 DU1695
 DU1695                          STATION RECOVERY (2006)
 DU1695
 DU1695'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1695'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT LOCATED 28 FEET EAST
 DU1695'OF THE EASTERN SOUTHBOUND LANE. COORDINATES ARE
 DU1695'33 23 09.66 (N)   111 53 32.46 (W) (NAD 83).
 DU1695' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1664 ***********************************************************************
 DU1664  DESIGNATION -  360 EE
 DU1664  PID         -  DU1664
 DU1664  STATE/COUNTY-  AZ/MARICOPA
 DU1664  USGS QUAD   -  MESA (1982)
 DU1664
 DU1664                         *CURRENT SURVEY CONTROL
 DU1664  ___________________________________________________________________
 DU1664* NAD 83(1986)-  33 23 10.     (N)    111 47 21.     (W)     SCALED    
 DU1664* NAVD 88     -       378.858  (meters)    1242.97   (feet)  ADJUSTED  
 DU1664  ___________________________________________________________________
 DU1664  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1664  DYNAMIC HT  -         378.408 (meters)    1241.49  (feet)  COMP
 DU1664  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 DU1664
 DU1664  VERT ORDER  -  SECOND    CLASS I
 DU1664
 DU1664.The horizontal coordinates were scaled from a topographic map and have
 DU1664.an estimated accuracy of +/- 6 seconds.
 DU1664
 DU1664.The orthometric height was determined by differential leveling
 DU1664.and adjusted by the National Geodetic Survey in January 1998..
 DU1664
 DU1664.The geoid height was determined by GEOID03.
 DU1664
 DU1664.The dynamic height is computed by dividing the NAVD 88
 DU1664.geopotential number by the normal gravity value computed on the
 DU1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1664.degrees latitude (g = 980.6199 gals.).
 DU1664
 DU1664.The modeled gravity was interpolated from observed gravity values.
 DU1664
 DU1664;                    North         East    Units  Estimated Accuracy
 DU1664;SPC AZ C     -   264,580.      225,220.      MT  (+/- 180 meters Scaled)
 DU1664
 DU1664                          SUPERSEDED SURVEY CONTROL
 DU1664
 DU1664  NAVD 88 (11/29/93)  378.838  (m)         1242.90   (f) UNKNOWN     2 1
 DU1664
 DU1664.Superseded values are not recommended for survey control.
 DU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1664.See file dsdata.txt to determine how the superseded data were derived.
 DU1664
 DU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266943(NAD 83)
 DU1664_MARKER: DD = SURVEY DISK
 DU1664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1664_SP_SET: BRIDGE WALKWAY
 DU1664_STAMPING: 360 EE 1981
 DU1664_MARK LOGO: AZDT  
 DU1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1664+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1664
 DU1664  HISTORY     - Date     Condition        Report By
 DU1664  HISTORY     - 1981     MONUMENTED       AZDT
 DU1664  HISTORY     - 19941012 GOOD             NGS
 DU1664  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1664
 DU1664                          STATION DESCRIPTION
 DU1664
 DU1664'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1664'IN MESA.
 DU1664'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1664'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1664'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, THE MARK IS 117.3 FT
 DU1664'(35.75 METERS) NORTH OF S.R. 360, AND 54.5 FT (16.61 METERS) EAST OF
 DU1664'THE CENTERLINE OF GILBERT ROAD.
 DU1664
 DU1664                          STATION RECOVERY (1994)
 DU1664
 DU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1664'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1664'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1664'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 27.0 M (88.6 FT) NORTH OF
 DU1664'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 7.2 M (23.6 FT) EAST
 DU1664'OF AND LEVEL WITH THE NORTHBOUND LANES OF THE ROAD, 1.9 M (6.2 FT)
 DU1664'WEST OF A CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE
 DU1664'EAST BRIDGE RAIL.
 DU1664
 DU1664                          STATION RECOVERY (2005)
 DU1664
 DU1664'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1664'GILBERT ROAD HAS RECENTLY BEEN WIDENED AND A NEW WALKWAY HAS BEEN
 DU1664'BUILT TO THE EAST OF THE BRIDGE (IT IS NO LONGER CONNECTED TO THE
 DU1664'BRIDGE) AND THE OLD WALKWAY IS NOW USED FOR ROAD SURFACE. A CHAIN LINK
 DU1664'FENCE IS EAST OF GILBERT ROAD, AND WEST OF THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1691 ***********************************************************************
 DU1691  DESIGNATION -  360 F
 DU1691  PID         -  DU1691
 DU1691  STATE/COUNTY-  AZ/MARICOPA
 DU1691  USGS QUAD   -  MESA (1982)
 DU1691
 DU1691                         *CURRENT SURVEY CONTROL
 DU1691  ___________________________________________________________________
 DU1691* NAD 83(1986)-  33 23 08.     (N)    111 52 32.     (W)     SCALED    
 DU1691* NAVD 88     -       366.242  (meters)    1201.58   (feet)  ADJUSTED  
 DU1691  ___________________________________________________________________
 DU1691  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1691  DYNAMIC HT  -         365.813 (meters)    1200.17  (feet)  COMP
 DU1691  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 DU1691
 DU1691  VERT ORDER  -  SECOND    CLASS I
 DU1691
 DU1691.The horizontal coordinates were scaled from a topographic map and have
 DU1691.an estimated accuracy of +/- 6 seconds.
 DU1691
 DU1691.The orthometric height was determined by differential leveling
 DU1691.and adjusted by the National Geodetic Survey in January 1998..
 DU1691
 DU1691.The geoid height was determined by GEOID03.
 DU1691
 DU1691.The dynamic height is computed by dividing the NAVD 88
 DU1691.geopotential number by the normal gravity value computed on the
 DU1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1691.degrees latitude (g = 980.6199 gals.).
 DU1691
 DU1691.The modeled gravity was interpolated from observed gravity values.
 DU1691
 DU1691;                    North         East    Units  Estimated Accuracy
 DU1691;SPC AZ C     -   264,510.      217,190.      MT  (+/- 180 meters Scaled)
 DU1691
 DU1691                          SUPERSEDED SURVEY CONTROL
 DU1691
 DU1691  NAVD 88 (11/29/93)  366.221  (m)         1201.51   (f) UNKNOWN     2 1
 DU1691
 DU1691.Superseded values are not recommended for survey control.
 DU1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1691.See file dsdata.txt to determine how the superseded data were derived.
 DU1691
 DU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB185943(NAD 83)
 DU1691_MARKER: DD = SURVEY DISK
 DU1691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1691_SP_SET: CULVERT HEADWALL
 DU1691_STAMPING: 360-F
 DU1691_MARK LOGO: AZDT  
 DU1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1691+STABILITY: SURFACE MOTION
 DU1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1691+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1691
 DU1691  HISTORY     - Date     Condition        Report By
 DU1691  HISTORY     - 1981     MONUMENTED       AZDT
 DU1691  HISTORY     - 19941012 GOOD             NGS
 DU1691  HISTORY     - 20051202 GOOD             GEOCAC
 DU1691
 DU1691                          STATION DESCRIPTION
 DU1691
 DU1691'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1691'IN MESA.
 DU1691'IN MESA, 5.0 MI (8.05 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1691'GILBERT ROAD TO DOBSON ROAD, STATION LOCATED ON EAST HEADWALL, 49.3 FT
 DU1691'(15.03 METERS) SOUTH OF NORTH RIGHT-OF-WAY FENCE THAT RUNS EAST AND
 DU1691'WEST, 81 FT (24.69 METERS) EAST OF CENTERLINE OF DOBSON ROAD, A
 DU1691'STANDARD AZDT ALUMINUM CAP.
 DU1691
 DU1691                          STATION RECOVERY (1994)
 DU1691
 DU1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1691'IN MESA, AT THE INTERSECTION OF DOBSON ROAD AND U.S.  HIGHWAY 60, IN
 DU1691'TOP OF AND 5.3 M (17.4 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1691'HEADWALL OF A CULVERT UNDER THE ROAD, 103.7 M (340.2 FT) NORTH OF THE
 DU1691'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.6 M (51.2 FT) EAST OF
 DU1691'THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, AND 1.0 M (3.3 FT)
 DU1691'BELOW THE LEVEL OF THE ROAD.
 DU1691
 DU1691                          STATION RECOVERY (2005)
 DU1691
 DU1691'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1691'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1691'N 33  23.212 W 111  52.464  (NAD 83).
 DU1691' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1663 ***********************************************************************
 DU1663  DESIGNATION -  360 FF
 DU1663  PID         -  DU1663
 DU1663  STATE/COUNTY-  AZ/MARICOPA
 DU1663  USGS QUAD   -  MESA (1982)
 DU1663
 DU1663                         *CURRENT SURVEY CONTROL
 DU1663  ___________________________________________________________________
 DU1663* NAD 83(1986)-  33 23 09.     (N)    111 47 20.     (W)     SCALED    
 DU1663* NAVD 88     -       375.774  (meters)    1232.85   (feet)  ADJUSTED  
 DU1663  ___________________________________________________________________
 DU1663  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1663  DYNAMIC HT  -         375.329 (meters)    1231.39  (feet)  COMP
 DU1663  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 DU1663
 DU1663  VERT ORDER  -  SECOND    CLASS I
 DU1663
 DU1663.The horizontal coordinates were scaled from a topographic map and have
 DU1663.an estimated accuracy of +/- 6 seconds.
 DU1663
 DU1663.The orthometric height was determined by differential leveling
 DU1663.and adjusted by the National Geodetic Survey in January 1998..
 DU1663
 DU1663.The geoid height was determined by GEOID03.
 DU1663
 DU1663.The dynamic height is computed by dividing the NAVD 88
 DU1663.geopotential number by the normal gravity value computed on the
 DU1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1663.degrees latitude (g = 980.6199 gals.).
 DU1663
 DU1663.The modeled gravity was interpolated from observed gravity values.
 DU1663
 DU1663;                    North         East    Units  Estimated Accuracy
 DU1663;SPC AZ C     -   264,550.      225,250.      MT  (+/- 180 meters Scaled)
 DU1663
 DU1663                          SUPERSEDED SURVEY CONTROL
 DU1663
 DU1663  NAVD 88 (11/29/93)  375.755  (m)         1232.79   (f) UNKNOWN     2 1
 DU1663
 DU1663.Superseded values are not recommended for survey control.
 DU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1663.See file dsdata.txt to determine how the superseded data were derived.
 DU1663
 DU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266943(NAD 83)
 DU1663_MARKER: DD = SURVEY DISK
 DU1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1663_SP_SET: CULVERT HEADWALL
 DU1663_STAMPING: 360-FF
 DU1663_MARK LOGO: AZDT  
 DU1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1663+STABILITY: SURFACE MOTION
 DU1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1663+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU1663
 DU1663  HISTORY     - Date     Condition        Report By
 DU1663  HISTORY     - 1981     MONUMENTED       AZDT
 DU1663  HISTORY     - 19941012 GOOD             NGS
 DU1663  HISTORY     - 20051216 GOOD             GEOCAC
 DU1663
 DU1663                          STATION DESCRIPTION
 DU1663
 DU1663'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1663'IN MESA.
 DU1663'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1663'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1663'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, THE MARK IS 356.7 FT (108.72
 DU1663'METERS) NORTH OF CENTERLINE OF S.R. 360, 81.0 FT (24.69 METERS) EAST
 DU1663'OF CENTER LINE OF GILBERT ROAD, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1663'CENTER OF CONCRETE HEADWALL.
 DU1663
 DU1663                          STATION RECOVERY (1994)
 DU1663
 DU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1663'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1663'TOP OF AND 2.2 M (7.2 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1663'HEADWALL OF A CULVERT UNDER THE ROAD, 101.0 M (331.4 FT) NORTH OF THE
 DU1663'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.4 M (50.5 FT) EAST OF
 DU1663'THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, 3.7 M (12.1 FT) EAST
 DU1663'OF A CHAIN-LINK FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 DU1663'DRIVE.
 DU1663
 DU1663                          STATION RECOVERY (2005)
 DU1663
 DU1663'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1663'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1663'33 23 14.04 (N)   111 47 17.10 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1690 ***********************************************************************
 DU1690  DESIGNATION -  360 G
 DU1690  PID         -  DU1690
 DU1690  STATE/COUNTY-  AZ/MARICOPA
 DU1690  USGS QUAD   -  MESA (1982)
 DU1690
 DU1690                         *CURRENT SURVEY CONTROL
 DU1690  ___________________________________________________________________
 DU1690* NAD 83(1986)-  33 23 14.     (N)    111 51 48.     (W)     SCALED    
 DU1690* NAVD 88     -       366.898  (meters)    1203.73   (feet)  ADJUSTED  
 DU1690  ___________________________________________________________________
 DU1690  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1690  DYNAMIC HT  -         366.467 (meters)    1202.32  (feet)  COMP
 DU1690  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 DU1690
 DU1690  VERT ORDER  -  SECOND    CLASS I
 DU1690
 DU1690.The horizontal coordinates were scaled from a topographic map and have
 DU1690.an estimated accuracy of +/- 6 seconds.
 DU1690
 DU1690.The orthometric height was determined by differential leveling
 DU1690.and adjusted by the National Geodetic Survey in January 1998..
 DU1690
 DU1690.The geoid height was determined by GEOID03.
 DU1690
 DU1690.The dynamic height is computed by dividing the NAVD 88
 DU1690.geopotential number by the normal gravity value computed on the
 DU1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1690.degrees latitude (g = 980.6199 gals.).
 DU1690
 DU1690.The modeled gravity was interpolated from observed gravity values.
 DU1690
 DU1690;                    North         East    Units  Estimated Accuracy
 DU1690;SPC AZ C     -   264,700.      218,320.      MT  (+/- 180 meters Scaled)
 DU1690
 DU1690                          SUPERSEDED SURVEY CONTROL
 DU1690
 DU1690  NAVD 88 (11/29/93)  366.875  (m)         1203.66   (f) UNKNOWN     2 1
 DU1690
 DU1690.Superseded values are not recommended for survey control.
 DU1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1690.See file dsdata.txt to determine how the superseded data were derived.
 DU1690
 DU1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB197945(NAD 83)
 DU1690_MARKER: DB = BENCH MARK DISK
 DU1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1690_SP_SET: CONCRETE HEADWALL
 DU1690_STAMPING: 360-G
 DU1690_MARK LOGO: AZDT  
 DU1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1690
 DU1690  HISTORY     - Date     Condition        Report By
 DU1690  HISTORY     - 1981     MONUMENTED       AZDT
 DU1690  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1690  HISTORY     - 20051202 POOR             GEOCAC
 DU1690
 DU1690                          STATION DESCRIPTION
 DU1690
 DU1690'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1690'IN MESA.
 DU1690'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1690'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON WEST HEADWALL OF
 DU1690'CANAL, 85.9 FT (26.17 METERS) WEST OF LONGMORE ROAD CENTERLINE, 108.0
 DU1690'FT (32.92 METERS) NORTH OF S.R. 360 CENTERLINE, A STANDARD AZDT
 DU1690'ALUMINUM CAP.
 DU1690
 DU1690                          STATION RECOVERY (1994)
 DU1690
 DU1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1690'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
 DU1690
 DU1690                          STATION RECOVERY (2005)
 DU1690
 DU1690'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1690'RECOVERED IN POOR CONDITION. AS DESCRIBED IN THE LAST RECOVERY NOTE
 DU1690'THE STEM STILL REMAINS FIRMLY SET IN THE ORIGINAL LOCATION. THE
 DU1690'IMPRINT OF THE ORIGINAL ALUMINUM CAP CAN STILL BE SEEN SURROUNDING THE
 DU1690'STEM IN THE CONCRETE HEADWALL.
 DU1690'LOCATION IS 33 23 11.46 (N)   111 51 50.82 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1689 ***********************************************************************
 DU1689  DESIGNATION -  360 H
 DU1689  PID         -  DU1689
 DU1689  STATE/COUNTY-  AZ/MARICOPA
 DU1689  USGS QUAD   -  MESA (1982)
 DU1689
 DU1689                         *CURRENT SURVEY CONTROL
 DU1689  ___________________________________________________________________
 DU1689* NAD 83(1986)-  33 23 14.     (N)    111 52 03.     (W)     SCALED    
 DU1689* NAVD 88     -       370.171  (meters)    1214.47   (feet)  ADJUSTED  
 DU1689  ___________________________________________________________________
 DU1689  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1689  DYNAMIC HT  -         369.736 (meters)    1213.04  (feet)  COMP
 DU1689  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 DU1689
 DU1689  VERT ORDER  -  SECOND    CLASS I
 DU1689
 DU1689.The horizontal coordinates were scaled from a topographic map and have
 DU1689.an estimated accuracy of +/- 6 seconds.
 DU1689
 DU1689.The orthometric height was determined by differential leveling
 DU1689.and adjusted by the National Geodetic Survey in January 1998..
 DU1689
 DU1689.The geoid height was determined by GEOID03.
 DU1689
 DU1689.The dynamic height is computed by dividing the NAVD 88
 DU1689.geopotential number by the normal gravity value computed on the
 DU1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1689.degrees latitude (g = 980.6199 gals.).
 DU1689
 DU1689.The modeled gravity was interpolated from observed gravity values.
 DU1689
 DU1689;                    North         East    Units  Estimated Accuracy
 DU1689;SPC AZ C     -   264,690.      217,930.      MT  (+/- 180 meters Scaled)
 DU1689
 DU1689                          SUPERSEDED SURVEY CONTROL
 DU1689
 DU1689  NAVD 88 (11/29/93)  370.147  (m)         1214.39   (f) UNKNOWN     2 1
 DU1689
 DU1689.Superseded values are not recommended for survey control.
 DU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1689.See file dsdata.txt to determine how the superseded data were derived.
 DU1689
 DU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB193945(NAD 83)
 DU1689_MARKER: DD = SURVEY DISK
 DU1689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1689_SP_SET: BRIDGE WALKWAY
 DU1689_STAMPING: 360-H
 DU1689_MARK LOGO: AZDT  
 DU1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1689+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1689
 DU1689  HISTORY     - Date     Condition        Report By
 DU1689  HISTORY     - 1981     MONUMENTED       AZDT
 DU1689  HISTORY     - 19941012 GOOD             NGS
 DU1689  HISTORY     - 20051202 GOOD             GEOCAC
 DU1689
 DU1689                          STATION DESCRIPTION
 DU1689
 DU1689'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1689'IN MESA.
 DU1689'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1689'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON NORTHEAST CORNER
 DU1689'OF BRIDGE, 134.4 FT (40.96 METERS) SOUTH OF S.R. 360 CENTERLINE, 34.0
 DU1689'FT (10.36 METERS) EAST OF LONGMORE ROAD CENTERLINE, 1.7 FT
 DU1689'(0.51 METERS) SOUTH OF EXPASION JOINT, A STANDARD AZDT ALUMINUM CAP
 DU1689'EPOXIED ON BRIDGE SIDEWALK.
 DU1689
 DU1689                          STATION RECOVERY (1994)
 DU1689
 DU1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1689'IN MESA, AT THE INTERSECTION OF LONGMORE ROAD AND U.S.  HIGHWAY 60, IN
 DU1689'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1689'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 31.4 M (103.0 FT) NORTH
 DU1689'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.1 M (16.7
 DU1689'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU1689'THE ROAD, 1.9 M (6.2 FT) WEST OF A CHAIN LINK FENCE, 0.4 M (1.3 FT)
 DU1689'SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE
 DU1689'EAST BRIDGE RAIL.
 DU1689
 DU1689                          STATION RECOVERY (2005)
 DU1689
 DU1689'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1689'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1689'33 23 10.38 (N)   111 51 49.38 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1688 ***********************************************************************
 DU1688  DESIGNATION -  360 J
 DU1688  PID         -  DU1688
 DU1688  STATE/COUNTY-  AZ/MARICOPA
 DU1688  USGS QUAD   -  MESA (1982)
 DU1688
 DU1688                         *CURRENT SURVEY CONTROL
 DU1688  ___________________________________________________________________
 DU1688* NAD 83(1986)-  33 23 14.     (N)    111 52 01.     (W)     SCALED    
 DU1688* NAVD 88     -       366.943  (meters)    1203.88   (feet)  ADJUSTED  
 DU1688  ___________________________________________________________________
 DU1688  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1688  DYNAMIC HT  -         366.512 (meters)    1202.46  (feet)  COMP
 DU1688  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DU1688
 DU1688  VERT ORDER  -  SECOND    CLASS I
 DU1688
 DU1688.The horizontal coordinates were scaled from a topographic map and have
 DU1688.an estimated accuracy of +/- 6 seconds.
 DU1688
 DU1688.The orthometric height was determined by differential leveling
 DU1688.and adjusted by the National Geodetic Survey in January 1998..
 DU1688
 DU1688.The geoid height was determined by GEOID03.
 DU1688
 DU1688.The dynamic height is computed by dividing the NAVD 88
 DU1688.geopotential number by the normal gravity value computed on the
 DU1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1688.degrees latitude (g = 980.6199 gals.).
 DU1688
 DU1688.The modeled gravity was interpolated from observed gravity values.
 DU1688
 DU1688;                    North         East    Units  Estimated Accuracy
 DU1688;SPC AZ C     -   264,690.      217,990.      MT  (+/- 180 meters Scaled)
 DU1688
 DU1688                          SUPERSEDED SURVEY CONTROL
 DU1688
 DU1688  NAVD 88 (11/29/93)  366.919  (m)         1203.80   (f) UNKNOWN     2 1
 DU1688
 DU1688.Superseded values are not recommended for survey control.
 DU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1688.See file dsdata.txt to determine how the superseded data were derived.
 DU1688
 DU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB193945(NAD 83)
 DU1688_MARKER: DD = SURVEY DISK
 DU1688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1688_SP_SET: CULVERT HEADWALL
 DU1688_STAMPING: 360-J
 DU1688_MARK LOGO: AZDT  
 DU1688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1688+STABILITY: SURFACE MOTION
 DU1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1688+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1688
 DU1688  HISTORY     - Date     Condition        Report By
 DU1688  HISTORY     - 1981     MONUMENTED       AZDT
 DU1688  HISTORY     - 19941012 GOOD             NGS
 DU1688  HISTORY     - 20051202 GOOD             GEOCAC
 DU1688
 DU1688                          STATION DESCRIPTION
 DU1688
 DU1688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1688'IN MESA.
 DU1688'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1688'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON EAST HEADWALL OF
 DU1688'CANAL, 85.9 FT (26.17 METERS) EAST OF LONGMORE ROAD CENTERLINE, 108.0
 DU1688'FT (32.91 METERS) NORTH OF FREEWAY CENTERLINE, A STANDARD AZDT
 DU1688'ALUMINUM CAP.
 DU1688
 DU1688                          STATION RECOVERY (1994)
 DU1688
 DU1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1688'IN MESA, AT THE INTERSECTION OF LONGMORE ROAD AND U.S.  HIGHWAY 60, IN
 DU1688'TOP OF AND 5.0 M (16.4 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1688'HEADWALL OF A CULVERT UNDER THE ROAD, 64.9 M (212.9 FT) NORTH OF THE
 DU1688'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 21.1 M (69.2 FT) EAST OF
 DU1688'THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 14.3 M (46.9 FT)
 DU1688'EAST OF A CHAIN-LINK FENCE, AND 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 DU1688'ROAD.
 DU1688
 DU1688                          STATION RECOVERY (2005)
 DU1688
 DU1688'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1688'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1688'N 33  23.190 W 111  51.813  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1687 ***********************************************************************
 DU1687  DESIGNATION -  360 K
 DU1687  PID         -  DU1687
 DU1687  STATE/COUNTY-  AZ/MARICOPA
 DU1687  USGS QUAD   -  MESA (1982)
 DU1687
 DU1687                         *CURRENT SURVEY CONTROL
 DU1687  ___________________________________________________________________
 DU1687* NAD 83(1986)-  33 23 09.     (N)    111 51 29.     (W)     SCALED    
 DU1687* NAVD 88     -       367.259  (meters)    1204.92   (feet)  ADJUSTED  
 DU1687  ___________________________________________________________________
 DU1687  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1687  DYNAMIC HT  -         366.826 (meters)    1203.49  (feet)  COMP
 DU1687  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 DU1687
 DU1687  VERT ORDER  -  SECOND    CLASS I
 DU1687
 DU1687.The horizontal coordinates were scaled from a topographic map and have
 DU1687.an estimated accuracy of +/- 6 seconds.
 DU1687
 DU1687.The orthometric height was determined by differential leveling
 DU1687.and adjusted by the National Geodetic Survey in January 1998..
 DU1687
 DU1687.The geoid height was determined by GEOID03.
 DU1687
 DU1687.The dynamic height is computed by dividing the NAVD 88
 DU1687.geopotential number by the normal gravity value computed on the
 DU1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1687.degrees latitude (g = 980.6199 gals.).
 DU1687
 DU1687.The modeled gravity was interpolated from observed gravity values.
 DU1687
 DU1687;                    North         East    Units  Estimated Accuracy
 DU1687;SPC AZ C     -   264,540.      218,810.      MT  (+/- 180 meters Scaled)
 DU1687
 DU1687                          SUPERSEDED SURVEY CONTROL
 DU1687
 DU1687  NAVD 88 (11/29/93)  367.233  (m)         1204.83   (f) UNKNOWN     2 1
 DU1687
 DU1687.Superseded values are not recommended for survey control.
 DU1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1687.See file dsdata.txt to determine how the superseded data were derived.
 DU1687
 DU1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB201943(NAD 83)
 DU1687_MARKER: DD = SURVEY DISK
 DU1687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1687_SP_SET: CULVERT HEADWALL
 DU1687_STAMPING: 360-K
 DU1687_MARK LOGO: AZDT  
 DU1687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1687+STABILITY: SURFACE MOTION
 DU1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1687+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1687
 DU1687  HISTORY     - Date     Condition        Report By
 DU1687  HISTORY     - 1981     MONUMENTED       AZDT
 DU1687  HISTORY     - 19941012 GOOD             NGS
 DU1687  HISTORY     - 19941026 GOOD             NGS
 DU1687  HISTORY     - 20051202 GOOD             GEOCAC
 DU1687
 DU1687                          STATION DESCRIPTION
 DU1687
 DU1687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1687'IN MESA.
 DU1687'IN MESA, 4 MI (6.44 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1687'GILBERT ROAD TO ALMA SCHOOL ROAD, 343 FT (104.5 METERS) NORTH OF
 DU1687'CENTERLINE OF U.S. 360, 99 FT (30.2 METERS) WEST OF CENTERLINE OF ALMA
 DU1687'SCHOOL ROAD, A STANDARD AZDT ALUMINUM CAP SET IN CENTER OF CANAL
 DU1687'HEADWALL.
 DU1687
 DU1687                          STATION RECOVERY (1994)
 DU1687
 DU1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1687'IN MESA, AT THE INTERSECTION OF ALMA SCHOOL ROAD AND U.S.  HIGHWAY 60,
 DU1687'IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF THE WEST
 DU1687'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 101.6 M (333.3 FT)
 DU1687'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 21.1 M
 DU1687'(69.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD,
 DU1687'AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD.
 DU1687
 DU1687                          STATION RECOVERY (1994)
 DU1687
 DU1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1687'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) EAST OF PHOENIX IN THE
 DU1687'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1687'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1687'87 (COUNTRY CLUB DRIVE) IN MESA, GO WEST ON HIGHWAY 60 FOR 0.75 MILE
 DU1687'(1.21 KM) TO THE EXIT RAMP FOR ALMA SCHOOL ROAD.  TAKE THE EXIT AND GO
 DU1687'WEST FOR 0.25 MILE (0.40 KM) TO ALMA SCHOOL ROAD.  TURN RIGHT AND GO
 DU1687'NORTH ON ALMA SCHOOL ROAD FOR 0.05 MILE (0.08 KM) AND THE STATION ON
 DU1687'THE LEFT, A STANDARD AZDT ALUMINUM DISK SET IN THE CENTER OF A
 DU1687'CONCRETE HEADWALL OVER A CONCRETE LINED CANAL,  343 FEET (104.5 M)
 DU1687'NORTH OF THE CENTERLINE OF US 360, 95 FEET (29.0 M) WEST OF THE
 DU1687'CENTERLINE OF ALMA SCHOOL ROAD, 37 FEET (11.3 M) SOUTH OF A DIRT ROAD
 DU1687'ALONG THE NORTH SIDE OF THE CANAL AND ABOUT 6 FEET (1.8 M) LOWER THAN
 DU1687'ALMA SCHOOL ROAD.  NOTE--THE STATION IS ABOUT 165 FEET (50.3 M) WEST
 DU1687'OF AND ACROSS ALMA SCHOOL ROAD FROM STATION 360 L.
 DU1687
 DU1687                          STATION RECOVERY (2005)
 DU1687
 DU1687'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1687'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1687'33 23 12.72 (N)   111 51 27.72 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1686 ***********************************************************************
 DU1686  DESIGNATION -  360 L
 DU1686  PID         -  DU1686
 DU1686  STATE/COUNTY-  AZ/MARICOPA
 DU1686  USGS QUAD   -  MESA (1982)
 DU1686
 DU1686                         *CURRENT SURVEY CONTROL
 DU1686  ___________________________________________________________________
 DU1686* NAD 83(1986)-  33 23 08.     (N)    111 51 30.     (W)     SCALED    
 DU1686* NAVD 88     -       367.335  (meters)    1205.16   (feet)  ADJUSTED  
 DU1686  ___________________________________________________________________
 DU1686  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1686  DYNAMIC HT  -         366.902 (meters)    1203.74  (feet)  COMP
 DU1686  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 DU1686
 DU1686  VERT ORDER  -  SECOND    CLASS I
 DU1686
 DU1686.The horizontal coordinates were scaled from a topographic map and have
 DU1686.an estimated accuracy of +/- 6 seconds.
 DU1686
 DU1686.The orthometric height was determined by differential leveling
 DU1686.and adjusted by the National Geodetic Survey in January 1998..
 DU1686
 DU1686.The geoid height was determined by GEOID03.
 DU1686
 DU1686.The dynamic height is computed by dividing the NAVD 88
 DU1686.geopotential number by the normal gravity value computed on the
 DU1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1686.degrees latitude (g = 980.6199 gals.).
 DU1686
 DU1686.The modeled gravity was interpolated from observed gravity values.
 DU1686
 DU1686;                    North         East    Units  Estimated Accuracy
 DU1686;SPC AZ C     -   264,510.      218,790.      MT  (+/- 180 meters Scaled)
 DU1686
 DU1686                          SUPERSEDED SURVEY CONTROL
 DU1686
 DU1686  NAVD 88 (11/29/93)  367.309  (m)         1205.08   (f) UNKNOWN     2 1
 DU1686
 DU1686.Superseded values are not recommended for survey control.
 DU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1686.See file dsdata.txt to determine how the superseded data were derived.
 DU1686
 DU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB201943(NAD 83)
 DU1686_MARKER: DD = SURVEY DISK
 DU1686_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1686_SP_SET: CULVERT HEADWALL
 DU1686_STAMPING: 360-L
 DU1686_MARK LOGO: AZDT  
 DU1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1686+STABILITY: SURFACE MOTION
 DU1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1686+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1686
 DU1686  HISTORY     - Date     Condition        Report By
 DU1686  HISTORY     - 1981     MONUMENTED       AZDT
 DU1686  HISTORY     - 19941012 GOOD             NGS
 DU1686  HISTORY     - 19941026 GOOD             NGS
 DU1686  HISTORY     - 20051202 GOOD             GEOCAC
 DU1686
 DU1686                          STATION DESCRIPTION
 DU1686
 DU1686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1686'IN MESA.
 DU1686'IN MESA, 4 MI (6.44 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1686'GILBERT ROAD TO ALMA SCHOOL ROAD, STATION LOCATED ON EAST HEADWALL,
 DU1686'57.5 FT (17.52 METERS) SOUTH OF NORTH RIGHT-OF-WAY FENCE RUNNING EAST
 DU1686'AND WEST, 88.0 FT (26.81 METERS) EAST OF ALMA SCHOOL DRIVE, A STANDARD
 DU1686'AZDT ALUMINUM CAP SET IN CENTER OF CONCRETE HEADWALL, 94.1 FT
 DU1686'(28.69 METERS) EAST OF ALMA SCHOOL ROAD CENTERLINE, 366.0 FT
 DU1686'(111.55 METERS) NORTH OF FREEWAY CENTERLINE.
 DU1686
 DU1686                          STATION RECOVERY (1994)
 DU1686
 DU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1686'IN MESA, AT THE INTERSECTION OF ALMA SCHOOL ROAD AND U.S.  HIGHWAY 60,
 DU1686'IN TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST
 DU1686'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 101.6 M (333.3 FT)
 DU1686'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.2 M
 DU1686'(49.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD,
 DU1686'AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD.
 DU1686
 DU1686                          STATION RECOVERY (1994)
 DU1686
 DU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1686'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) EAST OF PHOENIX IN THE
 DU1686'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1686'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1686'87 (COUNTRY CLUB DRIVE) IN MESA, GO WEST ON HIGHWAY 60 FOR 0.75 MILE
 DU1686'(1.21 KM) TO THE EXIT RAMP FOR ALMA SCHOOL ROAD.  TAKE THE EXIT AND GO
 DU1686'WEST FOR 0.25 MILE (0.40 KM) TO ALMA SCHOOL ROAD.  TURN RIGHT AND GO
 DU1686'NORTH ON ALMA SCHOOL ROAD FOR 0.05 MILE (0.08 KM) AND THE STATION ON
 DU1686'THE RIGHT, A STANDARD AZDT ALUMINUM DISK SET IN THE CENTER OF A
 DU1686'CONCRETE HEADWALL OVER A CONCRETE LINED CANAL,  250 FEET (76.2 M)
 DU1686'NORTH OF THE CENTERLNE OF HIGHWAY 60, 160 FEET (48.8 M) NORTH OF THE
 DU1686'CENTERLINE OF THE WESTBOUND EXIT RAMP OF HIGHWAY 60, 57.5 FEET (17.5
 DU1686'M) SOUTH OF NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST, 88.0 FEET
 DU1686'(26.8 M) EAST OF ALMA SCHOOL DRIVE, 94.1 FEET (28.7 M) EAST OF ALMA
 DU1686'SCHOOL ROAD CENTERLINE.  NOTE--THE STATION IS ABOUT 165 FEET (50.3 M)
 DU1686'EAST OF AND ACROSS ALMA SCHOOL ROAD FROM STATION 360 K.
 DU1686
 DU1686                          STATION RECOVERY (2005)
 DU1686
 DU1686'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1686'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1686'33 23 12.60 (N)   111 51 25.62 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1685 ***********************************************************************
 DU1685  DESIGNATION -  360 M
 DU1685  PID         -  DU1685
 DU1685  STATE/COUNTY-  AZ/MARICOPA
 DU1685  USGS QUAD   -  MESA (1982)
 DU1685
 DU1685                         *CURRENT SURVEY CONTROL
 DU1685  ___________________________________________________________________
 DU1685* NAD 83(1986)-  33 23 10.     (N)    111 51 00.     (W)     SCALED    
 DU1685* NAVD 88     -       368.457  (meters)    1208.85   (feet)  ADJUSTED  
 DU1685  ___________________________________________________________________
 DU1685  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1685  DYNAMIC HT  -         368.023 (meters)    1207.42  (feet)  COMP
 DU1685  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 DU1685
 DU1685  VERT ORDER  -  SECOND    CLASS I
 DU1685
 DU1685.The horizontal coordinates were scaled from a topographic map and have
 DU1685.an estimated accuracy of +/- 6 seconds.
 DU1685
 DU1685.The orthometric height was determined by differential leveling
 DU1685.and adjusted by the National Geodetic Survey in January 1998..
 DU1685
 DU1685.The geoid height was determined by GEOID03.
 DU1685
 DU1685.The dynamic height is computed by dividing the NAVD 88
 DU1685.geopotential number by the normal gravity value computed on the
 DU1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1685.degrees latitude (g = 980.6199 gals.).
 DU1685
 DU1685.The modeled gravity was interpolated from observed gravity values.
 DU1685
 DU1685;                    North         East    Units  Estimated Accuracy
 DU1685;SPC AZ C     -   264,570.      219,560.      MT  (+/- 180 meters Scaled)
 DU1685
 DU1685                          SUPERSEDED SURVEY CONTROL
 DU1685
 DU1685  NAVD 88 (11/29/93)  368.430  (m)         1208.76   (f) UNKNOWN     2 1
 DU1685
 DU1685.Superseded values are not recommended for survey control.
 DU1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1685.See file dsdata.txt to determine how the superseded data were derived.
 DU1685
 DU1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB209944(NAD 83)
 DU1685_MARKER: DD = SURVEY DISK
 DU1685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1685_SP_SET: CULVERT HEADWALL
 DU1685_STAMPING: 360-M
 DU1685_MARK LOGO: AZDT  
 DU1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1685+STABILITY: SURFACE MOTION
 DU1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1685+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1685
 DU1685  HISTORY     - Date     Condition        Report By
 DU1685  HISTORY     - 1981     MONUMENTED       AZDT
 DU1685  HISTORY     - 19941012 GOOD             NGS
 DU1685  HISTORY     - 19941026 GOOD             NGS
 DU1685  HISTORY     - 20051202 GOOD             GEOCAC
 DU1685
 DU1685                          STATION DESCRIPTION
 DU1685
 DU1685'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1685'IN MESA.
 DU1685'IN MESA, 3.5 MI (5.64 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1685'GILBERT ROAD TO EXTENSION RD, STATION ON WEST HEADWALL, 84 FT
 DU1685'(25.6 METERS) WEST OF CENTERLINE OF ROAD, 54.6 FT (16.64 METERS) SOUTH
 DU1685'OF THE NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST, A STANDARD AZDT
 DU1685'ALUMINUM CAP SET IN CONCRETE HEADWALL.
 DU1685
 DU1685                          STATION RECOVERY (1994)
 DU1685
 DU1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1685'IN MESA, AT THE INTERSECTION OF EXTENSION ROAD AND U.S.  HIGHWAY 60,
 DU1685'IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF THE WEST
 DU1685'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 52.0 M (170.6 FT) NORTH
 DU1685'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT)
 DU1685'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, AND 2.5 M
 DU1685'(8.2 FT) BELOW THE LEVEL OF THE ROAD.
 DU1685
 DU1685                          STATION RECOVERY (1994)
 DU1685
 DU1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1685'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1685'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1685'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1685'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1685'0.55 MILE (0.89 KM) TO THE INTERSECTION OF BASELINE ROAD. TURN RIGHT
 DU1685'AND GO WEST ON BASELINE ROAD FOR 0.4 MILE (0.6 KM) TO THE INTERSECTION
 DU1685'OF EXTENSION ROAD.  TURN RIGHT AND GO NORTH FOR 0.55 MILE (0.89 KM)
 DU1685'PASSING OVER HIGHWAY 60 TO THE STATION ON THE LEFT, A STANDARD AZDT
 DU1685'ALUMINUM DISK SET IN THE CENTER OF A CONCRETE HEADWALL OVER A CANAL,
 DU1685'84 FEET (25.6 M) WEST OF CENTERLINE OF ROAD, 54.6 FEET (16.6 M) SOUTH
 DU1685'OF THE NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST. NOTE-THE
 DU1685'STATION IS ABOUT 200 FEET (61.0 M) WEST-NORTHWEST OF AND ACROSS
 DU1685'EXTENSION ROAD FROM STATION 360 N.
 DU1685
 DU1685                          STATION RECOVERY (2005)
 DU1685
 DU1685'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1685'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1685'33 23 11.34 (N)   111 50 56.34 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1684 ***********************************************************************
 DU1684  DESIGNATION -  360 N
 DU1684  PID         -  DU1684
 DU1684  STATE/COUNTY-  AZ/MARICOPA
 DU1684  USGS QUAD   -  MESA (1982)
 DU1684
 DU1684                         *CURRENT SURVEY CONTROL
 DU1684  ___________________________________________________________________
 DU1684* NAD 83(1986)-  33 23 09.     (N)    111 50 57.     (W)     SCALED    
 DU1684* NAVD 88     -       371.996  (meters)    1220.46   (feet)  ADJUSTED  
 DU1684  ___________________________________________________________________
 DU1684  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1684  DYNAMIC HT  -         371.557 (meters)    1219.02  (feet)  COMP
 DU1684  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 DU1684
 DU1684  VERT ORDER  -  FIRST     CLASS II
 DU1684
 DU1684.The horizontal coordinates were scaled from a topographic map and have
 DU1684.an estimated accuracy of +/- 6 seconds.
 DU1684
 DU1684.The orthometric height was determined by differential leveling
 DU1684.and adjusted by the National Geodetic Survey in January 1998..
 DU1684
 DU1684.The geoid height was determined by GEOID03.
 DU1684
 DU1684.The dynamic height is computed by dividing the NAVD 88
 DU1684.geopotential number by the normal gravity value computed on the
 DU1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1684.degrees latitude (g = 980.6199 gals.).
 DU1684
 DU1684.The modeled gravity was interpolated from observed gravity values.
 DU1684
 DU1684;                    North         East    Units  Estimated Accuracy
 DU1684;SPC AZ C     -   264,540.      219,640.      MT  (+/- 180 meters Scaled)
 DU1684
 DU1684                          SUPERSEDED SURVEY CONTROL
 DU1684
 DU1684  NAVD 88 (11/29/93)  371.968  (m)         1220.37   (f) UNKNOWN     1 2
 DU1684
 DU1684.Superseded values are not recommended for survey control.
 DU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1684.See file dsdata.txt to determine how the superseded data were derived.
 DU1684
 DU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB210943(NAD 83)
 DU1684_MARKER: DD = SURVEY DISK
 DU1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1684_SP_SET: BRIDGE WALKWAY
 DU1684_STAMPING: 360-N
 DU1684_MARK LOGO: AZDT  
 DU1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1684+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1684
 DU1684  HISTORY     - Date     Condition        Report By
 DU1684  HISTORY     - 1981     MONUMENTED       AZDT
 DU1684  HISTORY     - 19941012 GOOD             NGS
 DU1684  HISTORY     - 19941026 GOOD             NGS
 DU1684  HISTORY     - 20051202 GOOD             GEOCAC
 DU1684
 DU1684                          STATION DESCRIPTION
 DU1684
 DU1684'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1684'IN MESA.
 DU1684'IN MESA, 3.5 MI (5.64 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1684'GILBERT ROAD TO EXTENSION RD, STATION ON NORTHEAST CORNER OF OVERPASS,
 DU1684'34.7 FT (10.57 METERS) EAST OF BRIDGE CENTERLINE, 1.3 FT (0.39 METERS)
 DU1684'SOUTH OF NORTH EXPANSION JOINT, 6.0 FT (1.82 METERS) WEST OF CHAIN
 DU1684'LINK FENCE, A STANDARD AZDT CAP EPOXIED ON BRIDGE SIDEWALK.
 DU1684
 DU1684                          STATION RECOVERY (1994)
 DU1684
 DU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1684'IN MESA, AT THE INTERSECTION OF EXTENSION ROAD AND U.S.  HIGHWAY 60,
 DU1684'IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 DU1684'CONCRETE WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 26.2 M (86.0 FT)
 DU1684'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 5.1 M (16.7
 DU1684'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU1684'THE ROAD, 2.0 M (6.6 FT) WEST OF A CHAIN LINK FENCE, 0.4 M (1.3 FT)
 DU1684'SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE
 DU1684'EAST BRIDGE RAIL.
 DU1684
 DU1684                          STATION RECOVERY (1994)
 DU1684
 DU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1684'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1684'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1684'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1684'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1684'0.55 MILE (0.89 KM) TO THE INTERSECTION OF BASELINE ROAD. TURN RIGHT
 DU1684'AND GO WEST ON BASELINE ROAD FOR 0.4 MILE (0.6 KM) TO THE INTERSECTION
 DU1684'OF EXTENSION ROAD.  TURN RIGHT AND GO NORTH FOR 0.55 MILE (0.89 KM)
 DU1684'PASSING OVER HIGHWAY 60 AND THE STATION ON THE RIGHT IN THE SIDEWALK
 DU1684'AT THE NORTHEAST CORNER OF THE OVERPASS, 110 FEET (33.5 M) NORTH OF
 DU1684'THE CENTERLINE OF HIGHWAY 60,  0.4 FEET (12.2 CM) EAST OF A 3 FOOT
 DU1684'(0.9 M) HIGH CONCRETE WALL, 34.7 FEET (10.6 M) EAST OF BRIDGE
 DU1684'CENTERLINE, 1.3 FEET (0.4 M) SOUTH OF NORTH EXPANSION JOINT, 6.0 FEET
 DU1684'(1.8 M) WEST OF CHAIN LINE FENCE, A STANDARD AZDT CAP EPOXIED ON
 DU1684'BRIDGE SIDEWALK.  (NOTE-THE STATION IS 200 FEET (61.0 M)
 DU1684'EAST-SOUTHEAST OF AND ACROSS EXTENSION ROAD FROM STATION 360 M.)
 DU1684
 DU1684                          STATION RECOVERY (2005)
 DU1684
 DU1684'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1684'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1684'33 23 10.50 (N)   111 50 55.02 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1683 ***********************************************************************
 DU1683  DESIGNATION -  360 P
 DU1683  PID         -  DU1683
 DU1683  STATE/COUNTY-  AZ/MARICOPA
 DU1683  USGS QUAD   -  MESA (1982)
 DU1683
 DU1683                         *CURRENT SURVEY CONTROL
 DU1683  ___________________________________________________________________
 DU1683* NAD 83(1986)-  33 23 13.     (N)    111 50 32.     (W)     SCALED    
 DU1683* NAVD 88     -       368.971  (meters)    1210.53   (feet)  ADJUSTED  
 DU1683  ___________________________________________________________________
 DU1683  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1683  DYNAMIC HT  -         368.534 (meters)    1209.10  (feet)  COMP
 DU1683  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 DU1683
 DU1683  VERT ORDER  -  FIRST     CLASS II
 DU1683
 DU1683.The horizontal coordinates were scaled from a topographic map and have
 DU1683.an estimated accuracy of +/- 6 seconds.
 DU1683
 DU1683.The orthometric height was determined by differential leveling
 DU1683.and adjusted by the National Geodetic Survey in August 1994..
 DU1683
 DU1683.The geoid height was determined by GEOID03.
 DU1683
 DU1683.The dynamic height is computed by dividing the NAVD 88
 DU1683.geopotential number by the normal gravity value computed on the
 DU1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1683.degrees latitude (g = 980.6199 gals.).
 DU1683
 DU1683.The modeled gravity was interpolated from observed gravity values.
 DU1683
 DU1683;                    North         East    Units  Estimated Accuracy
 DU1683;SPC AZ C     -   264,670.      220,290.      MT  (+/- 180 meters Scaled)
 DU1683
 DU1683                          SUPERSEDED SURVEY CONTROL
 DU1683
 DU1683  NAVD 88 (11/29/93)  368.940  (m)         1210.43   (f) UNKNOWN     1 2
 DU1683
 DU1683.Superseded values are not recommended for survey control.
 DU1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1683.See file dsdata.txt to determine how the superseded data were derived.
 DU1683
 DU1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216945(NAD 83)
 DU1683_MARKER: DD = SURVEY DISK
 DU1683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1683_SP_SET: CULVERT HEADWALL
 DU1683_STAMPING: 360-P
 DU1683_MARK LOGO: AZDT  
 DU1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1683+STABILITY: SURFACE MOTION
 DU1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1683+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1683
 DU1683  HISTORY     - Date     Condition        Report By
 DU1683  HISTORY     - 1981     MONUMENTED       AZDT
 DU1683  HISTORY     - 19940426 GOOD             NGS
 DU1683  HISTORY     - 19941012 GOOD             NGS
 DU1683  HISTORY     - 19941026 GOOD             NGS
 DU1683  HISTORY     - 20051202 GOOD             GEOCAC
 DU1683
 DU1683                          STATION DESCRIPTION
 DU1683
 DU1683'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1683'IN MESA.
 DU1683'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1683'GILBERT ROAD TO COUNTRY CLUB DRIVE, 343 FT (104.5 METERS) NORTH OF
 DU1683'CENTERLINE OF U.S. 360, 90 FT (27.43 METERS) WEST OF CENTERLINE OF
 DU1683'COUNTRY CLUB DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1683'CANAL HEADWALL.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1683'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND WEST
 DU1683'HOLMES STREET, IN TOP OF AND 4.7 M (15.4 FT) NORTH OF THE SOUTH END
 DU1683'OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 87.1 M
 DU1683'(285.8 FT) SOUTH OF THE STREET CENTER, 27.4 M (89.9 FT) WEST OF THE
 DU1683'CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, AND 1.1 M (3.6 FT) BELOW
 DU1683'THE LEVEL OF THE DRIVE.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1683'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND WEST
 DU1683'HOLMES STREET, IN TOP OF AND 4.7 M (15.4 FT) NORTH OF THE SOUTH END OF
 DU1683'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 87.1 M (285.8
 DU1683'FT) SOUTH OF THE STREET CENTER, 27.4 M (89.9 FT) WEST OF THE CENTER OF
 DU1683'THE SOUTHBOUND LANES OF THE DRIVE, AND 1.1 M (3.6 FT) BELOW THE LEVEL
 DU1683'OF THE DRIVE.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1683'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1683'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1683'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1683'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU1683'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT, A STANDARD AZDT
 DU1683'ALUMINUM DISK SET IN TOP OF AND 15.4 FEET (4.7 M) NORTH OF THE SOUTH
 DU1683'END OF THE WEST CONCRETE HEADWALL OF A CANAL UNDER THE DRIVE, 285.8
 DU1683'FEET (87.1 M) SOUTH OF THE STREET CENTER, 89.9 FEET (27.4 M) WEST OF
 DU1683'THE CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, AND 3.6 FEET (1.1 M)
 DU1683'ELOW THE LEVEL OF THE DRIVE.  125 FEET (38.1 M) NORTH OF THE WESTBOUND
 DU1683'ENTRANCE RAMP TO HIGHWAY 60 AND 90 FEET (27.4 M) WEST OF THE
 DU1683'CENTERLINE OF COUNTRY CLUB DRIVE.  NOTE--THE STATION IS 165.0 FT (50.3
 DU1683'M) WEST AND ACROSS COUNTRY CLUB DRIVE FROM STATION 360 Q.)
 DU1683
 DU1683                          STATION RECOVERY (2005)
 DU1683
 DU1683'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1683'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1683'33 23 13.20 (N)   111 50 25.50 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1682 ***********************************************************************
 DU1682  DESIGNATION -  360 Q
 DU1682  PID         -  DU1682
 DU1682  STATE/COUNTY-  AZ/MARICOPA
 DU1682  USGS QUAD   -  MESA (1982)
 DU1682
 DU1682                         *CURRENT SURVEY CONTROL
 DU1682  ___________________________________________________________________
 DU1682* NAD 83(1986)-  33 23 14.     (N)    111 50 27.     (W)     SCALED    
 DU1682* NAVD 88     -       369.078  (meters)    1210.88   (feet)  ADJUSTED  
 DU1682  ___________________________________________________________________
 DU1682  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1682  DYNAMIC HT  -         368.641 (meters)    1209.45  (feet)  COMP
 DU1682  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 DU1682
 DU1682  VERT ORDER  -  FIRST     CLASS II
 DU1682
 DU1682.The horizontal coordinates were scaled from a topographic map and have
 DU1682.an estimated accuracy of +/- 6 seconds.
 DU1682
 DU1682.The orthometric height was determined by differential leveling
 DU1682.and adjusted by the National Geodetic Survey in January 1998..
 DU1682.WARNING-Repeat measurements at this control monument indicate possible
 DU1682.vertical movement.
 DU1682
 DU1682.The geoid height was determined by GEOID03.
 DU1682
 DU1682.The dynamic height is computed by dividing the NAVD 88
 DU1682.geopotential number by the normal gravity value computed on the
 DU1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1682.degrees latitude (g = 980.6199 gals.).
 DU1682
 DU1682.The modeled gravity was interpolated from observed gravity values.
 DU1682
 DU1682;                    North         East    Units  Estimated Accuracy
 DU1682;SPC AZ C     -   264,700.      220,420.      MT  (+/- 180 meters Scaled)
 DU1682
 DU1682                          SUPERSEDED SURVEY CONTROL
 DU1682
 DU1682  NAVD 88 (11/29/93)  369.049  (m)         1210.79   (f) UNKNOWN     1 2
 DU1682
 DU1682.Superseded values are not recommended for survey control.
 DU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1682.See file dsdata.txt to determine how the superseded data were derived.
 DU1682
 DU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB217945(NAD 83)
 DU1682_MARKER: DD = SURVEY DISK
 DU1682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1682_SP_SET: CULVERT HEADWALL
 DU1682_STAMPING: 360-Q
 DU1682_MARK LOGO: AZDT  
 DU1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1682+STABILITY: SURFACE MOTION
 DU1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1682+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1682
 DU1682  HISTORY     - Date     Condition        Report By
 DU1682  HISTORY     - 1981     MONUMENTED       AZDT
 DU1682  HISTORY     - 19941012 GOOD             NGS
 DU1682  HISTORY     - 19941026 GOOD             NGS
 DU1682  HISTORY     - 20051202 GOOD             GEOCAC
 DU1682
 DU1682                          STATION DESCRIPTION
 DU1682
 DU1682'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1682'IN MESA.
 DU1682'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1682'GILBERT ROAD TO COUNTRY CLUB DRIVE, 343 FT (104.5 METERS) NORTH OF
 DU1682'CENTERLINE OF U.S. 360, 90 FT (27.43 METERS) EAST OF CENTERLINE OF
 DU1682'COUNTRY CLUB DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1682'CANAL HEADWALL.
 DU1682
 DU1682                          STATION RECOVERY (1994)
 DU1682
 DU1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1682'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND U.S.
 DU1682'HIGHWAY 60, IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF
 DU1682'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 94.3 M (309.4
 DU1682'FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 18.7 M
 DU1682'(61.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE,
 DU1682'3.8 M (12.5 FT) EAST OF A CHAIN-LINK FENCE, AND 1.0 M (3.3 FT) BELOW
 DU1682'THE LEVEL OF THE DRIVE.
 DU1682
 DU1682                          STATION RECOVERY (1994)
 DU1682
 DU1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1682'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1682'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1682'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1682'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU1682'0.05 MILE (0.08 KM) TO A DIRT SIDE ROAD RIGHT AND THE STATION ON THE
 DU1682'RIGHT, A AZDT ALUMINUM DISK, SET IN THE CENTER OF A CONCRETE HEADWALL
 DU1682'OVER A CANAL,  343.0 FEET (104.5 M) NORTH OF THE CENTERLINE OF US
 DU1682'HIGHWAY 360, 75 FEET (22.9 M) EAST OF THE CENTERLINE OF COUNTRY CLUB
 DU1682'DRIVE, 40 FEET (12.2 M) SOUTH OF THE CENTERLINE OF THE DIRT SIDE ROAD
 DU1682'WHICH RUNS ALONG THE NORTH SIDE OF THE CANAL, 12 FEET (3.7 M) EAST OF
 DU1682'A 6 FOOT (1.8 M) CHAIN LINK FENCE AND ABOUT 4 FEET (1.2 M) LOWER THAN
 DU1682'COUNTRY CLUB DRIVE.  ACCESS THE STATION BY GOING AROUND THE SOUTH END
 DU1682'OF THE CHAIN LINK FENCE.  (NOTE-THE STATION IS ABOUT 165 FEET (50.3 M)
 DU1682'EAST OF AND ACROSS COUNTRY CLUB DRIVE FROM STATION 360 P.)
 DU1682
 DU1682                          STATION RECOVERY (2005)
 DU1682
 DU1682'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1682'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1682'33 23 13.32 (N)   111 50 23.34 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1677 ***********************************************************************
 DU1677  DESIGNATION -  360 R
 DU1677  PID         -  DU1677
 DU1677  STATE/COUNTY-  AZ/MARICOPA
 DU1677  USGS QUAD   -  MESA (1982)
 DU1677
 DU1677                         *CURRENT SURVEY CONTROL
 DU1677  ___________________________________________________________________
 DU1677* NAD 83(1986)-  33 23 09.     (N)    111 49 55.     (W)     SCALED    
 DU1677* NAVD 88     -       370.222  (meters)    1214.64   (feet)  ADJUSTED  
 DU1677  ___________________________________________________________________
 DU1677  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1677  DYNAMIC HT  -         369.784 (meters)    1213.20  (feet)  COMP
 DU1677  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 DU1677
 DU1677  VERT ORDER  -  SECOND    CLASS I
 DU1677
 DU1677.The horizontal coordinates were scaled from a topographic map and have
 DU1677.an estimated accuracy of +/- 6 seconds.
 DU1677
 DU1677.The orthometric height was determined by differential leveling
 DU1677.and adjusted by the National Geodetic Survey in January 1998..
 DU1677
 DU1677.The geoid height was determined by GEOID03.
 DU1677
 DU1677.The dynamic height is computed by dividing the NAVD 88
 DU1677.geopotential number by the normal gravity value computed on the
 DU1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1677.degrees latitude (g = 980.6199 gals.).
 DU1677
 DU1677.The modeled gravity was interpolated from observed gravity values.
 DU1677
 DU1677;                    North         East    Units  Estimated Accuracy
 DU1677;SPC AZ C     -   264,540.      221,240.      MT  (+/- 180 meters Scaled)
 DU1677
 DU1677                          SUPERSEDED SURVEY CONTROL
 DU1677
 DU1677  NAVD 88 (11/29/93)  370.194  (m)         1214.54   (f) UNKNOWN     2 1
 DU1677
 DU1677.Superseded values are not recommended for survey control.
 DU1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1677.See file dsdata.txt to determine how the superseded data were derived.
 DU1677
 DU1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226943(NAD 83)
 DU1677_MARKER: DD = SURVEY DISK
 DU1677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1677_SP_SET: CULVERT HEADWALL
 DU1677_STAMPING: 360-R
 DU1677_MARK LOGO: AZDT  
 DU1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1677+STABILITY: SURFACE MOTION
 DU1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1677+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1677
 DU1677  HISTORY     - Date     Condition        Report By
 DU1677  HISTORY     - 1981     MONUMENTED       AZDT
 DU1677  HISTORY     - 19941012 GOOD             NGS
 DU1677  HISTORY     - 20051203 GOOD             GEOCAC
 DU1677
 DU1677                          STATION DESCRIPTION
 DU1677
 DU1677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1677'IN MESA.
 DU1677'IN MESA, 2.5 MI (4.03 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1677'GILBERT ROAD TO RAILROAD TRACK AND NORTH HEADWALL, 25.4 FT
 DU1677'(7.74 METERS) NORTHWEST OF NORTH PILLAR, 17 FT (5.18 METERS) EAST OF
 DU1677'EASTERN RAIL.
 DU1677
 DU1677                          STATION RECOVERY (1994)
 DU1677
 DU1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1677'IN MESA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND U.S.
 DU1677'HIGHWAY 60, IN TOP OF AND 1.0 M (3.3 FT) EAST OF THE WEST END OF THE
 DU1677'NORTH CONCRETE HEADWALL OF A CULVERT ALONG THE EAST SIDE OF THE
 DU1677'RAILROAD, 47.4 M (155.5 FT) NORTH OF BENCH MARK 360 S, 20.8 M (68.2
 DU1677'FT) NORTH OF THE CENTER OF THE HIGHWAY, 5.3 M (17.4 FT) EAST OF THE
 DU1677'NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 DU1677
 DU1677                          STATION RECOVERY (2005)
 DU1677
 DU1677'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1678 ***********************************************************************
 DU1678  DESIGNATION -  360 S
 DU1678  PID         -  DU1678
 DU1678  STATE/COUNTY-  AZ/MARICOPA
 DU1678  USGS QUAD   -  MESA (1982)
 DU1678
 DU1678                         *CURRENT SURVEY CONTROL
 DU1678  ___________________________________________________________________
 DU1678* NAD 83(1986)-  33 23 07.     (N)    111 49 51.     (W)     SCALED    
 DU1678* NAVD 88     -       370.344  (meters)    1215.04   (feet)  ADJUSTED  
 DU1678  ___________________________________________________________________
 DU1678  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1678  DYNAMIC HT  -         369.906 (meters)    1213.60  (feet)  COMP
 DU1678  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 DU1678
 DU1678  VERT ORDER  -  SECOND    CLASS I
 DU1678
 DU1678.The horizontal coordinates were scaled from a topographic map and have
 DU1678.an estimated accuracy of +/- 6 seconds.
 DU1678
 DU1678.The orthometric height was determined by differential leveling
 DU1678.and adjusted by the National Geodetic Survey in January 1998..
 DU1678
 DU1678.The geoid height was determined by GEOID03.
 DU1678
 DU1678.The dynamic height is computed by dividing the NAVD 88
 DU1678.geopotential number by the normal gravity value computed on the
 DU1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1678.degrees latitude (g = 980.6199 gals.).
 DU1678
 DU1678.The modeled gravity was interpolated from observed gravity values.
 DU1678
 DU1678;                    North         East    Units  Estimated Accuracy
 DU1678;SPC AZ C     -   264,480.      221,350.      MT  (+/- 180 meters Scaled)
 DU1678
 DU1678                          SUPERSEDED SURVEY CONTROL
 DU1678
 DU1678  NAVD 88 (11/29/93)  370.316  (m)         1214.95   (f) UNKNOWN     2 1
 DU1678
 DU1678.Superseded values are not recommended for survey control.
 DU1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1678.See file dsdata.txt to determine how the superseded data were derived.
 DU1678
 DU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB227943(NAD 83)
 DU1678_MARKER: DD = SURVEY DISK
 DU1678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1678_SP_SET: CULVERT HEADWALL
 DU1678_STAMPING: 360-S
 DU1678_MARK LOGO: AZDT  
 DU1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1678+STABILITY: SURFACE MOTION
 DU1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1678+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1678
 DU1678  HISTORY     - Date     Condition        Report By
 DU1678  HISTORY     - 1981     MONUMENTED       AZDT
 DU1678  HISTORY     - 19941012 GOOD             NGS
 DU1678  HISTORY     - 20051203 GOOD             GEOCAC
 DU1678
 DU1678                          STATION DESCRIPTION
 DU1678
 DU1678'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1678'IN MESA.
 DU1678'IN MESA, 2.5 MI (4.03 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1678'GILBERT ROAD TO RAILROAD TRACK AND SOUTH HEADWALL, 36.0 FT
 DU1678'(10.97 METERS) SOUTHWEST OF SOUTH PILLAR, 15.8 FT (4.82 METERS) EAST
 DU1678'OF EASTERN RAIL.
 DU1678
 DU1678                          STATION RECOVERY (1994)
 DU1678
 DU1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1678'IN MESA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND U.S.
 DU1678'HIGHWAY 60, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE WEST END OF THE
 DU1678'SOUTH CONCRETE HEADWALL OF A CULVERT ALONG THE EAST SIDE OF THE
 DU1678'RAILROAD, 47.4 M (155.5 FT) SOUTH OF BENCH MARK 360 R, 25.3 M (83.0
 DU1678'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.9 M (16.1 FT) EAST OF THE
 DU1678'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 DU1678
 DU1678                          STATION RECOVERY (2005)
 DU1678
 DU1678'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1676 ***********************************************************************
 DU1676  DESIGNATION -  360 T
 DU1676  PID         -  DU1676
 DU1676  STATE/COUNTY-  AZ/MARICOPA
 DU1676  USGS QUAD   -  MESA (1982)
 DU1676
 DU1676                         *CURRENT SURVEY CONTROL
 DU1676  ___________________________________________________________________
 DU1676* NAD 83(1986)-  33 23 12.     (N)    111 49 26.     (W)     SCALED    
 DU1676* NAVD 88     -       370.640  (meters)    1216.01   (feet)  ADJUSTED  
 DU1676  ___________________________________________________________________
 DU1676  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1676  DYNAMIC HT  -         370.201 (meters)    1214.57  (feet)  COMP
 DU1676  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 DU1676
 DU1676  VERT ORDER  -  SECOND    CLASS I
 DU1676
 DU1676.The horizontal coordinates were scaled from a topographic map and have
 DU1676.an estimated accuracy of +/- 6 seconds.
 DU1676
 DU1676.The orthometric height was determined by differential leveling
 DU1676.and adjusted by the National Geodetic Survey in January 1998..
 DU1676
 DU1676.The geoid height was determined by GEOID03.
 DU1676
 DU1676.The dynamic height is computed by dividing the NAVD 88
 DU1676.geopotential number by the normal gravity value computed on the
 DU1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1676.degrees latitude (g = 980.6199 gals.).
 DU1676
 DU1676.The modeled gravity was interpolated from observed gravity values.
 DU1676
 DU1676;                    North         East    Units  Estimated Accuracy
 DU1676;SPC AZ C     -   264,640.      221,990.      MT  (+/- 180 meters Scaled)
 DU1676
 DU1676                          SUPERSEDED SURVEY CONTROL
 DU1676
 DU1676  NAVD 88 (11/29/93)  370.614  (m)         1215.92   (f) UNKNOWN     2 1
 DU1676
 DU1676.Superseded values are not recommended for survey control.
 DU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1676.See file dsdata.txt to determine how the superseded data were derived.
 DU1676
 DU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB233944(NAD 83)
 DU1676_MARKER: DD = SURVEY DISK
 DU1676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1676_SP_SET: CULVERT HEADWALL
 DU1676_STAMPING: 360-T
 DU1676_MARK LOGO: AZDT  
 DU1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1676+STABILITY: SURFACE MOTION
 DU1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1676+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1676
 DU1676  HISTORY     - Date     Condition        Report By
 DU1676  HISTORY     - 1981     MONUMENTED       AZDT
 DU1676  HISTORY     - 19941012 GOOD             NGS
 DU1676  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1676
 DU1676                          STATION DESCRIPTION
 DU1676
 DU1676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1676'IN MESA.
 DU1676'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1676'GILBERT ROAD TO MESA DRIVE AND STATION ON WEST HEADWALL, 358.0 FT
 DU1676'(109.01 METERS) NORTH OF CENTERLINE OF SUPERSTITION FREEWAY, 77.6 FT
 DU1676'(23.65 METERS) WEST OF MESA DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1676'CONCRETE HEADWALL.
 DU1676
 DU1676                          STATION RECOVERY (1994)
 DU1676
 DU1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1676'IN MESA, AT THE INTERSECTION OF MESA DRIVE AND U.S.  HIGHWAY 60, IN
 DU1676'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1676'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.6 M (336.6 FT) NORTH OF THE
 DU1676'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT) WEST OF
 DU1676'THE CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, 7.2 M (23.6 FT) WEST
 DU1676'OF A CHAIN-LINK FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 DU1676'HIGHWAY.
 DU1676
 DU1676                          STATION RECOVERY (2005)
 DU1676
 DU1676'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1676'THE HEADWALL OF THE CULVERT WAS FOUND, BUT 4.3 FEET OF CONCRETE HAS
 DU1676'BEEN POURED ON TOP OF IT (AND THE SURVEY DISK), SO THE TOP OF THE
 DU1676'CULVERT IS NOW LEVEL WITH THE SIDEWALK. ALSO, A METAL RAILING WAS
 DU1676'INSTALLED IN THE NEW CONCRETE. NOTE THAT THE CULVERT AND
 DU1676'DU1675 (360-U) (EAST SIDE OF MESA DRIVE) WERE NOT MODIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1675 ***********************************************************************
 DU1675  DESIGNATION -  360 U
 DU1675  PID         -  DU1675
 DU1675  STATE/COUNTY-  AZ/MARICOPA
 DU1675  USGS QUAD   -  MESA (1982)
 DU1675
 DU1675                         *CURRENT SURVEY CONTROL
 DU1675  ___________________________________________________________________
 DU1675* NAD 83(1986)-  33 23 12.     (N)    111 49 25.     (W)     SCALED    
 DU1675* NAVD 88     -       370.445  (meters)    1215.37   (feet)  ADJUSTED  
 DU1675  ___________________________________________________________________
 DU1675  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1675  DYNAMIC HT  -         370.006 (meters)    1213.93  (feet)  COMP
 DU1675  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 DU1675
 DU1675  VERT ORDER  -  SECOND    CLASS I
 DU1675
 DU1675.The horizontal coordinates were scaled from a topographic map and have
 DU1675.an estimated accuracy of +/- 6 seconds.
 DU1675
 DU1675.The orthometric height was determined by differential leveling
 DU1675.and adjusted by the National Geodetic Survey in January 1998..
 DU1675
 DU1675.The geoid height was determined by GEOID03.
 DU1675
 DU1675.The dynamic height is computed by dividing the NAVD 88
 DU1675.geopotential number by the normal gravity value computed on the
 DU1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1675.degrees latitude (g = 980.6199 gals.).
 DU1675
 DU1675.The modeled gravity was interpolated from observed gravity values.
 DU1675
 DU1675;                    North         East    Units  Estimated Accuracy
 DU1675;SPC AZ C     -   264,640.      222,020.      MT  (+/- 180 meters Scaled)
 DU1675
 DU1675                          SUPERSEDED SURVEY CONTROL
 DU1675
 DU1675  NAVD 88 (11/29/93)  370.419  (m)         1215.28   (f) UNKNOWN     2 1
 DU1675
 DU1675.Superseded values are not recommended for survey control.
 DU1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1675.See file dsdata.txt to determine how the superseded data were derived.
 DU1675
 DU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB233944(NAD 83)
 DU1675_MARKER: DD = SURVEY DISK
 DU1675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1675_SP_SET: CULVERT HEADWALL
 DU1675_STAMPING: 360-U
 DU1675_MARK LOGO: AZDT  
 DU1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1675+STABILITY: SURFACE MOTION
 DU1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1675+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1675
 DU1675  HISTORY     - Date     Condition        Report By
 DU1675  HISTORY     - 1981     MONUMENTED       AZDT
 DU1675  HISTORY     - 19941012 GOOD             NGS
 DU1675  HISTORY     - 20051216 GOOD             GEOCAC
 DU1675
 DU1675                          STATION DESCRIPTION
 DU1675
 DU1675'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1675'IN MESA.
 DU1675'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1675'GILBERT ROAD TO MESA DRIVE AND STATION ON EAST HEADWALL, 358.0 FT
 DU1675'(109.12 METERS) NORTH OF CENTERLINE OF S.R. 360, 69.7 FT
 DU1675'(21.25 METERS) EAST OF MESA DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1675'THE CENTER OF CONCRETE HEADWALL.
 DU1675
 DU1675                          STATION RECOVERY (1994)
 DU1675
 DU1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1675'IN MESA, AT THE INTERSECTION OF MESA DRIVE AND U.S.  HIGHWAY 60, IN
 DU1675'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1675'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.6 M (336.6 FT) NORTH OF THE
 DU1675'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) EAST OF
 DU1675'THE CENTER OF THE NORTHBOUND LANES OF THE DRIVE, 6.7 M (22.0 FT) EAST
 DU1675'OF A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 DU1675'HIGHWAY.
 DU1675
 DU1675                          STATION RECOVERY (2005)
 DU1675
 DU1675'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1675'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1675'33 23 13.50 (N)   111 49 21.84 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1672 ***********************************************************************
 DU1672  DESIGNATION -  360 V
 DU1672  PID         -  DU1672
 DU1672  STATE/COUNTY-  AZ/MARICOPA
 DU1672  USGS QUAD   -  MESA (1982)
 DU1672
 DU1672                         *CURRENT SURVEY CONTROL
 DU1672  ___________________________________________________________________
 DU1672* NAD 83(1986)-  33 23 13.     (N)    111 48 54.     (W)     SCALED    
 DU1672* NAVD 88     -       375.757  (meters)    1232.80   (feet)  ADJUSTED  
 DU1672  ___________________________________________________________________
 DU1672  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1672  DYNAMIC HT  -         375.312 (meters)    1231.34  (feet)  COMP
 DU1672  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 DU1672
 DU1672  VERT ORDER  -  SECOND    CLASS I
 DU1672
 DU1672.The horizontal coordinates were scaled from a topographic map and have
 DU1672.an estimated accuracy of +/- 6 seconds.
 DU1672
 DU1672.The orthometric height was determined by differential leveling
 DU1672.and adjusted by the National Geodetic Survey in January 1998..
 DU1672
 DU1672.The geoid height was determined by GEOID03.
 DU1672
 DU1672.The dynamic height is computed by dividing the NAVD 88
 DU1672.geopotential number by the normal gravity value computed on the
 DU1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1672.degrees latitude (g = 980.6199 gals.).
 DU1672
 DU1672.The modeled gravity was interpolated from observed gravity values.
 DU1672
 DU1672;                    North         East    Units  Estimated Accuracy
 DU1672;SPC AZ C     -   264,670.      222,820.      MT  (+/- 180 meters Scaled)
 DU1672
 DU1672                          SUPERSEDED SURVEY CONTROL
 DU1672
 DU1672  NAVD 88 (11/29/93)  375.733  (m)         1232.72   (f) UNKNOWN     2 1
 DU1672
 DU1672.Superseded values are not recommended for survey control.
 DU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1672.See file dsdata.txt to determine how the superseded data were derived.
 DU1672
 DU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241944(NAD 83)
 DU1672_MARKER: DD = SURVEY DISK
 DU1672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1672_SP_SET: BRIDGE WALKWAY
 DU1672_STAMPING: 360-V B.M. 1981
 DU1672_MARK LOGO: AZDT  
 DU1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1672+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DU1672
 DU1672  HISTORY     - Date     Condition        Report By
 DU1672  HISTORY     - 1981     MONUMENTED       AZDT
 DU1672  HISTORY     - 19941012 GOOD             NGS
 DU1672  HISTORY     - 20051104 GOOD             GEOCAC
 DU1672
 DU1672                          STATION DESCRIPTION
 DU1672
 DU1672'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1672'IN MESA.
 DU1672'IN MESA, 1.5 MI (2.42 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1672'GILBERT ROAD TO HORNE ROAD OVERPASS, 117.0 FT (35.66 METERS) NORTH OF
 DU1672'THE CENTERLINE OF S.R. 360, 35.3 FT (10.76 METERS) EAST OF THE
 DU1672'CENTERLINE OF HORNE ROAD, A STANDARD AZDT ALUMINUM CAP SET ON THE EAST
 DU1672'BRIDGE WALKWAY.
 DU1672
 DU1672                          STATION RECOVERY (1994)
 DU1672
 DU1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1672'IN MESA, AT THE INTERSECTION OF HORNE STREET AND U.S.  HIGHWAY 60, IN
 DU1672'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1672'WALKWAY OF THE STREET OVERPASS OF THE HIGHWAY, 25.3 M (83.0 FT) NORTH
 DU1672'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT)
 DU1672'EAST OF AND LEVEL WITH THE STREET CENTER, 1.9 M (6.2 FT) WEST OF A
 DU1672'CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE EAST BRIDGE
 DU1672'RAIL.
 DU1672
 DU1672                          STATION RECOVERY (2005)
 DU1672
 DU1672'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1672'FOUND AS DESCRIBED AT - 33 23 11.0 (N)  111 48 50.9 (W) - (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1671 ***********************************************************************
 DU1671  DESIGNATION -  360 W
 DU1671  PID         -  DU1671
 DU1671  STATE/COUNTY-  AZ/MARICOPA
 DU1671  USGS QUAD   -  MESA (1982)
 DU1671
 DU1671                         *CURRENT SURVEY CONTROL
 DU1671  ___________________________________________________________________
 DU1671* NAD 83(1986)-  33 23 12.     (N)    111 48 50.     (W)     SCALED    
 DU1671* NAVD 88     -       371.725  (meters)    1219.57   (feet)  ADJUSTED  
 DU1671  ___________________________________________________________________
 DU1671  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1671  DYNAMIC HT  -         371.284 (meters)    1218.12  (feet)  COMP
 DU1671  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 DU1671
 DU1671  VERT ORDER  -  SECOND    CLASS I
 DU1671
 DU1671.The horizontal coordinates were scaled from a topographic map and have
 DU1671.an estimated accuracy of +/- 6 seconds.
 DU1671
 DU1671.The orthometric height was determined by differential leveling
 DU1671.and adjusted by the National Geodetic Survey in January 1998..
 DU1671
 DU1671.The geoid height was determined by GEOID03.
 DU1671
 DU1671.The dynamic height is computed by dividing the NAVD 88
 DU1671.geopotential number by the normal gravity value computed on the
 DU1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1671.degrees latitude (g = 980.6199 gals.).
 DU1671
 DU1671.The modeled gravity was interpolated from observed gravity values.
 DU1671
 DU1671;                    North         East    Units  Estimated Accuracy
 DU1671;SPC AZ C     -   264,640.      222,920.      MT  (+/- 180 meters Scaled)
 DU1671
 DU1671                          SUPERSEDED SURVEY CONTROL
 DU1671
 DU1671  NAVD 88 (11/29/93)  371.700  (m)         1219.49   (f) UNKNOWN     2 1
 DU1671
 DU1671.Superseded values are not recommended for survey control.
 DU1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1671.See file dsdata.txt to determine how the superseded data were derived.
 DU1671
 DU1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243944(NAD 83)
 DU1671_MARKER: DD = SURVEY DISK
 DU1671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1671_SP_SET: CULVERT HEADWALL
 DU1671_STAMPING: 360-W
 DU1671_MARK LOGO: AZDT  
 DU1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1671+STABILITY: SURFACE MOTION
 DU1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1671+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DU1671
 DU1671  HISTORY     - Date     Condition        Report By
 DU1671  HISTORY     - 1981     MONUMENTED       AZDT
 DU1671  HISTORY     - 19941012 GOOD             NGS
 DU1671  HISTORY     - 20051104 GOOD             GEOCAC
 DU1671
 DU1671                          STATION DESCRIPTION
 DU1671
 DU1671'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1671'IN MESA.
 DU1671'IN MESA, 1.5 MI (2.42 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1671'GILBERT ROAD TO HORNE ROAD OVERPASS, 200.0 FT (60.96 METERS) NORTH OF
 DU1671'CENTERLINE OF SUPERSTITION FREEWAY, 89.0 FT (27.13 METERS) EAST OF
 DU1671'CENTERLINE OF HORNE ROAD, A STANDARD AZDT ALUMINUM CAP SET IN CONCRETE
 DU1671'HEADWALL.
 DU1671
 DU1671                          STATION RECOVERY (1994)
 DU1671
 DU1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1671'IN MESA, AT THE INTERSECTION OF HORNE STREET AND U.S.  HIGHWAY 60, IN
 DU1671'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1671'HEADWALL OF A CULVERT UNDER THE STREET, 52.6 M (172.6 FT) NORTH OF THE
 DU1671'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 27.1 M (88.9 FT) EAST OF
 DU1671'THE STREET CENTER, 15.2 M (49.9 FT) EAST OF A CHAIN-LINK FENCE, AND
 DU1671'0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET.
 DU1671
 DU1671                          STATION RECOVERY (2005)
 DU1671
 DU1671'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1671'FOUND AS DESCRIBED IN GOOD CONDITION. OUR COORDINATES WERE - NAD83 -
 DU1671'33 23 12.2 (N)   111 48 50.8 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1670 ***********************************************************************
 DU1670  DESIGNATION -  360 X
 DU1670  PID         -  DU1670
 DU1670  STATE/COUNTY-  AZ/MARICOPA
 DU1670  USGS QUAD   -  MESA (1982)
 DU1670
 DU1670                         *CURRENT SURVEY CONTROL
 DU1670  ___________________________________________________________________
 DU1670* NAD 83(1986)-  33 23 11.     (N)    111 48 22.     (W)     SCALED    
 DU1670* NAVD 88     -       372.720  (meters)    1222.83   (feet)  ADJUSTED  
 DU1670  ___________________________________________________________________
 DU1670  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1670  DYNAMIC HT  -         372.278 (meters)    1221.38  (feet)  COMP
 DU1670  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 DU1670
 DU1670  VERT ORDER  -  SECOND    CLASS I
 DU1670
 DU1670.The horizontal coordinates were scaled from a topographic map and have
 DU1670.an estimated accuracy of +/- 6 seconds.
 DU1670
 DU1670.The orthometric height was determined by differential leveling
 DU1670.and adjusted by the National Geodetic Survey in January 1998..
 DU1670
 DU1670.The geoid height was determined by GEOID03.
 DU1670
 DU1670.The dynamic height is computed by dividing the NAVD 88
 DU1670.geopotential number by the normal gravity value computed on the
 DU1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1670.degrees latitude (g = 980.6199 gals.).
 DU1670
 DU1670.The modeled gravity was interpolated from observed gravity values.
 DU1670
 DU1670;                    North         East    Units  Estimated Accuracy
 DU1670;SPC AZ C     -   264,610.      223,650.      MT  (+/- 180 meters Scaled)
 DU1670
 DU1670                          SUPERSEDED SURVEY CONTROL
 DU1670
 DU1670  NAVD 88 (11/29/93)  372.697  (m)         1222.76   (f) UNKNOWN     2 1
 DU1670
 DU1670.Superseded values are not recommended for survey control.
 DU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1670.See file dsdata.txt to determine how the superseded data were derived.
 DU1670
 DU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB250944(NAD 83)
 DU1670_MARKER: DD = SURVEY DISK
 DU1670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1670_SP_SET: CULVERT HEADWALL
 DU1670_STAMPING: 360-X
 DU1670_MARK LOGO: AZDT  
 DU1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1670+STABILITY: SURFACE MOTION
 DU1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1670+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1670
 DU1670  HISTORY     - Date     Condition        Report By
 DU1670  HISTORY     - 1981     MONUMENTED       AZDT
 DU1670  HISTORY     - 19941012 GOOD             NGS
 DU1670  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1670
 DU1670                          STATION DESCRIPTION
 DU1670
 DU1670'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1670'IN MESA.
 DU1670'IN MESA, PROCEED WEST FROM GILBERT ROAD ON CENTERLINE OF FREEWAY
 DU1670'CORRIDOR 1 MILE (1.61 KM) TO STAPLEY DRIVE, 368.6 FT (112.35 METERS)
 DU1670'NORTH OF CENTER LINE OF S.R.360, 76.2 FT (23.23 METERS) WEST OF CENTER
 DU1670'LINE OF STAPLEY DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN CENTER OF
 DU1670'CONCRETE HEADWALL.
 DU1670
 DU1670                          STATION RECOVERY (1994)
 DU1670
 DU1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1670'IN MESA, AT THE INTERSECTION OF STAPLEY DRIVE AND U.S.  HIGHWAY 60, IN
 DU1670'TOP OF AND 4.8 M (15.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1670'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.1 M (335.0 FT) NORTH OF THE
 DU1670'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT) WEST OF
 DU1670'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE, 6.8 M (22.3 FT)
 DU1670'WEST OF A CHAIN-LINK FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DU1670'DRIVE.
 DU1670
 DU1670                          STATION RECOVERY (2005)
 DU1670
 DU1670'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1670'FOUND THE HEADWALL OF THE CULVERT, BUT IT APPEARS SOME AMOUNT OF
 DU1670'CONCRETE HAS BEEN POURED ON TOP OF THE HEADWALL COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1669 ***********************************************************************
 DU1669  DESIGNATION -  360 Y
 DU1669  PID         -  DU1669
 DU1669  STATE/COUNTY-  AZ/MARICOPA
 DU1669  USGS QUAD   -  MESA (1982)
 DU1669
 DU1669                         *CURRENT SURVEY CONTROL
 DU1669  ___________________________________________________________________
 DU1669* NAD 83(1986)-  33 23 11.     (N)    111 48 24.     (W)     SCALED    
 DU1669* NAVD 88     -       372.442  (meters)    1221.92   (feet)  ADJUSTED  
 DU1669  ___________________________________________________________________
 DU1669  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1669  DYNAMIC HT  -         372.000 (meters)    1220.47  (feet)  COMP
 DU1669  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 DU1669
 DU1669  VERT ORDER  -  SECOND    CLASS I
 DU1669
 DU1669.The horizontal coordinates were scaled from a topographic map and have
 DU1669.an estimated accuracy of +/- 6 seconds.
 DU1669
 DU1669.The orthometric height was determined by differential leveling
 DU1669.and adjusted by the National Geodetic Survey in January 1998..
 DU1669
 DU1669.The geoid height was determined by GEOID03.
 DU1669
 DU1669.The dynamic height is computed by dividing the NAVD 88
 DU1669.geopotential number by the normal gravity value computed on the
 DU1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1669.degrees latitude (g = 980.6199 gals.).
 DU1669
 DU1669.The modeled gravity was interpolated from observed gravity values.
 DU1669
 DU1669;                    North         East    Units  Estimated Accuracy
 DU1669;SPC AZ C     -   264,610.      223,590.      MT  (+/- 180 meters Scaled)
 DU1669
 DU1669                          SUPERSEDED SURVEY CONTROL
 DU1669
 DU1669  NAVD 88 (11/29/93)  372.419  (m)         1221.84   (f) UNKNOWN     2 1
 DU1669
 DU1669.Superseded values are not recommended for survey control.
 DU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1669.See file dsdata.txt to determine how the superseded data were derived.
 DU1669
 DU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB249944(NAD 83)
 DU1669_MARKER: DD = SURVEY DISK
 DU1669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1669_SP_SET: CULVERT HEADWALL
 DU1669_STAMPING: 360-Y 1220 83
 DU1669_MARK LOGO: AZDT  
 DU1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1669+STABILITY: SURFACE MOTION
 DU1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1669+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1669
 DU1669  HISTORY     - Date     Condition        Report By
 DU1669  HISTORY     - 1981     MONUMENTED       AZDT
 DU1669  HISTORY     - 19941012 GOOD             NGS
 DU1669  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1669
 DU1669                          STATION DESCRIPTION
 DU1669
 DU1669'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1669'IN MESA.
 DU1669'IN MESA, PROCEED WEST FROM GILBERT ROAD ON CENTERLINE OF FREEWAY
 DU1669'CORRIDOR 1 MILE (1.61 KM) TO STAPLY DRIVE, 368.6 FT (112.35 METERS)
 DU1669'NORTH OF CENTERLINE OF S.R. 360, 65.5 FT (19.96 METERS) EAST OF
 DU1669'STAPLEY DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1669'CONCRETE HEADWALL.
 DU1669
 DU1669                          STATION RECOVERY (1994)
 DU1669
 DU1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1669'IN MESA, AT THE INTERSECTION OF STAPLEY DRIVE AND U.S.  HIGHWAY 60, IN
 DU1669'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1669'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.1 M (335.0 FT) NORTH OF THE
 DU1669'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) EAST OF
 DU1669'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE, 6.8 M (22.3 FT)
 DU1669'EAST OF A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 DU1669'DRIVE.
 DU1669
 DU1669                          STATION RECOVERY (2005)
 DU1669
 DU1669'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1669'FOUND THE HEADWALL OF THE CULVERT, BUT IT APPEARS SOME AMOUNT OF
 DU1669'CONCRETE HAS BEEN POURED ON TOP OF THE HEADWALL COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0712 ***********************************************************************
 CG0712  DESIGNATION -  3600.3
 CG0712  PID         -  CG0712
 CG0712  STATE/COUNTY-  AZ/PIMA
 CG0712  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0712
 CG0712                         *CURRENT SURVEY CONTROL
 CG0712  ___________________________________________________________________
 CG0712* NAD 83(1986)-  31 32 22.     (N)    111 36 12.     (W)     SCALED    
 CG0712* NAVD 88     -      1098.04   (+/-2cm)    3602.5    (feet)  VERTCON   
 CG0712  ___________________________________________________________________
 CG0712  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CG0712
 CG0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0712
 CG0712.The horizontal coordinates were scaled from a topographic map and have
 CG0712.an estimated accuracy of +/- 6 seconds.
 CG0712
 CG0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0712.The vertical order pertains to the NGVD 29 superseded value.
 CG0712
 CG0712.The geoid height was determined by GEOID03.
 CG0712
 CG0712;                    North         East    Units  Estimated Accuracy
 CG0712;SPC AZ C     -    59,850.      243,110.      MT  (+/- 180 meters Scaled)
 CG0712
 CG0712                          SUPERSEDED SURVEY CONTROL
 CG0712
 CG0712  NGVD 29 (??/??/92) 1097.239  (m)         3599.86   (f) ADJ UNCH    2 0
 CG0712
 CG0712.Superseded values are not recommended for survey control.
 CG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0712.See file dsdata.txt to determine how the superseded data were derived.
 CG0712
 CG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV427895(NAD 83)
 CG0712_MARKER: Q = CHISELED SQUARE
 CG0712_SETTING: 66 = SET IN ROCK OUTCROP
 CG0712_SP_SET: FLAT OUTCROP
 CG0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0712+STABILITY: POSITION/ELEVATION WELL
 CG0712
 CG0712  HISTORY     - Date     Condition        Report By
 CG0712  HISTORY     - UNK      MONUMENTED       USGS
 CG0712  HISTORY     - 1952     GOOD             NGS
 CG0712  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0712
 CG0712                          STATION DESCRIPTION
 CG0712
 CG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0712'12.0 MI NW FROM SASABE.
 CG0712'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0712'SASABE, THENCE 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE AND FENCE
 CG0712'LINE, THENCE 2.9 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.35 MILE NORTH
 CG0712'OF A WATER TANK AND WELL, ABOUT 0.4 MILE SOUTHWEST OF THE PRESUMIDO
 CG0712'RANCH HOUSE, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5
 CG0712'FEET NORTHWEST OF A SMALL ROCK PILE, ABOUT LEVEL WITH THE ROAD, AND
 CG0712'CUT IN THE TOP OF A FLAT OUTCROP.
 CG0712
 CG0712                          STATION RECOVERY (1975)
 CG0712
 CG0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0266 ***********************************************************************
 DU0266  DESIGNATION -  3601.38
 DU0266  PID         -  DU0266
 DU0266  STATE/COUNTY-  AZ/GILA
 DU0266  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0266
 DU0266                         *CURRENT SURVEY CONTROL
 DU0266  ___________________________________________________________________
 DU0266* NAD 83(1986)-  33 24 40.     (N)    110 43 37.     (W)     SCALED    
 DU0266* NAVD 88     -      1098.032  (meters)    3602.46   (feet)  ADJUSTED  
 DU0266  ___________________________________________________________________
 DU0266  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0266  DYNAMIC HT  -        1096.540 (meters)    3597.57  (feet)  COMP
 DU0266  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 DU0266
 DU0266  VERT ORDER  -  SECOND    CLASS 0
 DU0266
 DU0266.The horizontal coordinates were scaled from a topographic map and have
 DU0266.an estimated accuracy of +/- 6 seconds.
 DU0266
 DU0266.The orthometric height was determined by differential leveling
 DU0266.and adjusted by the National Geodetic Survey in June 1991..
 DU0266
 DU0266.The geoid height was determined by GEOID03.
 DU0266
 DU0266.The dynamic height is computed by dividing the NAVD 88
 DU0266.geopotential number by the normal gravity value computed on the
 DU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0266.degrees latitude (g = 980.6199 gals.).
 DU0266
 DU0266.The modeled gravity was interpolated from observed gravity values.
 DU0266
 DU0266;                    North         East    Units  Estimated Accuracy
 DU0266;SPC AZ E     -   267,480.      161,250.      MT  (+/- 180 meters Scaled)
 DU0266
 DU0266                          SUPERSEDED SURVEY CONTROL
 DU0266
 DU0266  NGVD 29 (??/??/92) 1097.394  (m)         3600.37   (f) ADJ UNCH    2 0
 DU0266
 DU0266.Superseded values are not recommended for survey control.
 DU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0266.See file dsdata.txt to determine how the superseded data were derived.
 DU0266
 DU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB253968(NAD 83)
 DU0266_MARKER: DD = SURVEY DISK
 DU0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0266_SP_SET: CURB
 DU0266_STAMPING: 3601-38 STA 150+48
 DU0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0266
 DU0266  HISTORY     - Date     Condition        Report By
 DU0266  HISTORY     - UNK      MONUMENTED       AZHD
 DU0266  HISTORY     - 1935     GOOD             NGS
 DU0266
 DU0266                          STATION DESCRIPTION
 DU0266
 DU0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0266'4.0 MI NE FROM GLOBE.
 DU0266'4.0 MI. N.E. OF ALONG U.S. HWY NO. 60.  SET IN THE CENTER OF THE EAST
 DU0266'CURB OF 100 FT. CONCRETE BRIDGE WITH CONCRETE GUARD RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0241 ***********************************************************************
 GP0241  DESIGNATION -  3602.95
 GP0241  PID         -  GP0241
 GP0241  STATE/COUNTY-  AZ/COCONINO
 GP0241  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0241
 GP0241                         *CURRENT SURVEY CONTROL
 GP0241  ___________________________________________________________________
 GP0241* NAD 83(1986)-  36 48 46.     (N)    111 39 17.     (W)     SCALED    
 GP0241* NAVD 88     -      1095.322  (meters)    3593.57   (feet)  POSTED    
 GP0241  ___________________________________________________________________
 GP0241  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0241  DYNAMIC HT  -        1094.080 (meters)    3589.49  (feet)  COMP
 GP0241  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 GP0241
 GP0241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0241
 GP0241.The horizontal coordinates were scaled from a topographic map and have
 GP0241.an estimated accuracy of +/- 6 seconds.
 GP0241
 GP0241.The orthometric height was determined by differential leveling
 GP0241.and adjusted by the National Geodetic Survey in 1992..
 GP0241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0241.rate of 1.1 thru 2.0 mm/km.
 GP0241
 GP0241.The geoid height was determined by GEOID03.
 GP0241
 GP0241.The dynamic height is computed by dividing the NAVD 88
 GP0241.geopotential number by the normal gravity value computed on the
 GP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0241.degrees latitude (g = 980.6199 gals.).
 GP0241
 GP0241.The modeled gravity was interpolated from observed gravity values.
 GP0241
 GP0241;                    North         East    Units  Estimated Accuracy
 GP0241;SPC AZ C     -   644,730.      236,730.      MT  (+/- 180 meters Scaled)
 GP0241
 GP0241                          SUPERSEDED SURVEY CONTROL
 GP0241
 GP0241  NGVD 29 (??/??/92) 1094.454  (m)         3590.72   (f) ADJ UNCH    1 2
 GP0241
 GP0241.Superseded values are not recommended for survey control.
 GP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0241.See file dsdata.txt to determine how the superseded data were derived.
 GP0241
 GP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416743(NAD 83)
 GP0241_MARKER: DD = SURVEY DISK
 GP0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0241_SP_SET: CULVERT
 GP0241_STAMPING: 3602.95 76-59.7 1933
 GP0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0241
 GP0241  HISTORY     - Date     Condition        Report By
 GP0241  HISTORY     - 1933     MONUMENTED       AZHD
 GP0241  HISTORY     - 1962     GOOD             NGS
 GP0241  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0241
 GP0241                          STATION DESCRIPTION
 GP0241
 GP0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0241'1.0 MI W FROM MARBLE CANYON.
 GP0241'ABOUT 1.0 MILES WEST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE AND
 GP0241'SERVICE STATION AT MARBLE CANYON, 0.35 MILE WEST OF HIGHWAY MILEPOST
 GP0241'NUMBER 539, 11.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0241'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE NORTH
 GP0241'CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT.
 GP0241
 GP0241                          STATION RECOVERY (1993)
 GP0241
 GP0241'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0351 ***********************************************************************
 CG0351  DESIGNATION -  3608
 CG0351  PID         -  CG0351
 CG0351  STATE/COUNTY-  AZ/PIMA
 CG0351  USGS QUAD   -  THE NARROWS (1981)
 CG0351
 CG0351                         *CURRENT SURVEY CONTROL
 CG0351  ___________________________________________________________________
 CG0351* NAD 83(1986)-  31 59 01.     (N)    110 33 43.     (W)     SCALED    
 CG0351* NAVD 88     -      1103.880  (meters)    3621.65   (feet)  ADJUSTED  
 CG0351  ___________________________________________________________________
 CG0351  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CG0351  DYNAMIC HT  -        1102.253 (meters)    3616.31  (feet)  COMP
 CG0351  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CG0351
 CG0351  VERT ORDER  -  FIRST     CLASS II
 CG0351
 CG0351.The horizontal coordinates were scaled from a topographic map and have
 CG0351.an estimated accuracy of +/- 6 seconds.
 CG0351
 CG0351.The orthometric height was determined by differential leveling
 CG0351.and adjusted by the National Geodetic Survey in June 1991..
 CG0351
 CG0351.The geoid height was determined by GEOID03.
 CG0351
 CG0351.The dynamic height is computed by dividing the NAVD 88
 CG0351.geopotential number by the normal gravity value computed on the
 CG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0351.degrees latitude (g = 980.6199 gals.).
 CG0351
 CG0351.The modeled gravity was interpolated from observed gravity values.
 CG0351
 CG0351;                    North         East    Units  Estimated Accuracy
 CG0351;SPC AZ C     -   109,850.      341,390.      MT  (+/- 180 meters Scaled)
 CG0351
 CG0351                          SUPERSEDED SURVEY CONTROL
 CG0351
 CG0351  NGVD 29 (??/??/92) 1103.118  (m)         3619.15   (f) ADJ UNCH    1 2
 CG0351
 CG0351.Superseded values are not recommended for survey control.
 CG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0351.See file dsdata.txt to determine how the superseded data were derived.
 CG0351
 CG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA413387(NAD 83)
 CG0351_MARKER: P = PIPE CAP
 CG0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0351_STAMPING: 3608 NOGLS 196 H 1907
 CG0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0351
 CG0351  HISTORY     - Date     Condition        Report By
 CG0351  HISTORY     - 1907     MONUMENTED       USGS
 CG0351  HISTORY     - 1952     GOOD             NGS
 CG0351  HISTORY     - 1960     GOOD             NGS
 CG0351  HISTORY     - 1979     GOOD             NGS
 CG0351
 CG0351                          STATION DESCRIPTION
 CG0351
 CG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0351'1.8 MI SE FROM PANTANO.
 CG0351'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0351'S.P.R.R. WATER TANK AT PANTANO, 0.2 MILE SOUTHEAST OF THE EL PASO
 CG0351'NATURAL GAS LINE ROAD CROSSING, 0.15 MILE NORTHWEST OF BLOCK SIGNAL
 CG0351'NUMBER 10145, AT A FORMER GRAVELED ROAD CROSSING, ABOUT 65 YARDS NORTH
 CG0351'OF CULVERT NUMBER 1014.37, 100 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CG0351'10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE GATE, 2.6 FEET
 CG0351'NORTHWEST OF A WITNESS POST, 0.9 FEET NORTHEAST OF THE NORTHEAST
 CG0351'RIGHT-OF-WAY FENCE, AND RIVITED ON TOP OF A 3 INCH IRON PIPE
 CG0351'PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE
 CG0351'TRACK.
 CG0351
 CG0351                          STATION RECOVERY (1960)
 CG0351
 CG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0351'RECOVERED IN GOOD CONDITION.
 CG0351
 CG0351                          STATION RECOVERY (1979)
 CG0351
 CG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0272 ***********************************************************************
 CY0272  DESIGNATION -  3643
 CY0272  PID         -  CY0272
 CY0272  STATE/COUNTY-  AZ/GREENLEE
 CY0272  USGS QUAD   -  DUNCAN (1986)
 CY0272
 CY0272                         *CURRENT SURVEY CONTROL
 CY0272  ___________________________________________________________________
 CY0272* NAD 83(1986)-  32 43 16.     (N)    109 06 16.     (W)     SCALED    
 CY0272* NAVD 88     -      1111.09   (+/-2cm)    3645.3    (feet)  VERTCON   
 CY0272  ___________________________________________________________________
 CY0272  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0272
 CY0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0272
 CY0272.The horizontal coordinates were scaled from a topographic map and have
 CY0272.an estimated accuracy of +/- 6 seconds.
 CY0272
 CY0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0272.The vertical order pertains to the NGVD 29 superseded value.
 CY0272
 CY0272.The geoid height was determined by GEOID03.
 CY0272
 CY0272;                    North         East    Units  Estimated Accuracy
 CY0272;SPC AZ E     -   191,320.      312,930.      MT  (+/- 180 meters Scaled)
 CY0272
 CY0272                          SUPERSEDED SURVEY CONTROL
 CY0272
 CY0272  NGVD 29 (??/??/92) 1110.417  (m)         3643.09   (f) ADJ UNCH    2 0
 CY0272
 CY0272.Superseded values are not recommended for survey control.
 CY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0272.See file dsdata.txt to determine how the superseded data were derived.
 CY0272
 CY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB776219(NAD 83)
 CY0272_MARKER: P = PIPE CAP
 CY0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0272_STAMPING: U.S.G.S. 3643 PHNX
 CY0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0272
 CY0272  HISTORY     - Date     Condition        Report By
 CY0272  HISTORY     - UNK      MONUMENTED       USGS
 CY0272  HISTORY     - 1934     GOOD             NGS
 CY0272
 CY0272                          STATION DESCRIPTION
 CY0272
 CY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0272'IN DUNCAN.
 CY0272'145 FT. S. DUNCAN DEPOT, 35 FT. N.W. OF SCOTTS PLACE, 25 FT. S. OF THE
 CY0272'CENTER LINE OF U.S. NO. 180, AND 16 FT. E. OF THE N.E. CORNER OF
 CY0272'DUNCAN MERCANTILE CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1580 ***********************************************************************
 CZ1580  DESIGNATION -  3668+00 R/W
 CZ1580  PID         -  CZ1580
 CZ1580  STATE/COUNTY-  AZ/PINAL
 CZ1580  USGS QUAD   -  ELOY NORTH (1992)
 CZ1580
 CZ1580                         *CURRENT SURVEY CONTROL
 CZ1580  ___________________________________________________________________
 CZ1580* NAD 83(1986)-  32 46 17.     (N)    111 36 38.     (W)     SCALED    
 CZ1580* NAVD 88     -       464.84   (+/-2cm)    1525.1    (feet)  VERTCON   
 CZ1580  ___________________________________________________________________
 CZ1580  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1580
 CZ1580  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1580
 CZ1580.The horizontal coordinates were scaled from a topographic map and have
 CZ1580.an estimated accuracy of +/- 6 seconds.
 CZ1580
 CZ1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1580.The vertical order pertains to the NGVD 29 superseded value.
 CZ1580
 CZ1580.The geoid height was determined by GEOID03.
 CZ1580
 CZ1580;                    North         East    Units  Estimated Accuracy
 CZ1580;SPC AZ C     -   196,440.      242,040.      MT  (+/- 180 meters Scaled)
 CZ1580
 CZ1580                          SUPERSEDED SURVEY CONTROL
 CZ1580
 CZ1580  NGVD 29 (??/??/92)  464.291  (m)         1523.26   (f) ADJ UNCH    1 2
 CZ1580
 CZ1580.Superseded values are not recommended for survey control.
 CZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1580.See file dsdata.txt to determine how the superseded data were derived.
 CZ1580
 CZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB428261(NAD 83)
 CZ1580_MARKER: DD = SURVEY DISK
 CZ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1580_STAMPING: 3668+00
 CZ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1580+STABILITY: SURFACE MOTION
 CZ1580
 CZ1580  HISTORY     - Date     Condition        Report By
 CZ1580  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1580  HISTORY     - 1975     GOOD             AZDT
 CZ1580
 CZ1580                          STATION DESCRIPTION
 CZ1580
 CZ1580'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1580'6.05 MI NW FROM ELOY.
 CZ1580'FROM MILEPOST 204, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO THE
 CZ1580'STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P AND M
 CZ1580'SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. POST, UP 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1754 ***********************************************************************
 DU1754  DESIGNATION -  367+00.29
 DU1754  PID         -  DU1754
 DU1754  STATE/COUNTY-  AZ/MARICOPA
 DU1754  USGS QUAD   -  CURRYS CORNER (1982)
 DU1754
 DU1754                         *CURRENT SURVEY CONTROL
 DU1754  ___________________________________________________________________
 DU1754* NAD 83(1986)-  33 38 54.     (N)    111 57 19.     (W)     SCALED    
 DU1754* NAVD 88     -       464.525  (meters)    1524.03   (feet)  ADJUSTED  
 DU1754  ___________________________________________________________________
 DU1754  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1754  DYNAMIC HT  -         463.970 (meters)    1522.21  (feet)  COMP
 DU1754  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 DU1754
 DU1754  VERT ORDER  -  SECOND    CLASS I
 DU1754
 DU1754.The horizontal coordinates were scaled from a topographic map and have
 DU1754.an estimated accuracy of +/- 6 seconds.
 DU1754
 DU1754.The orthometric height was determined by differential leveling
 DU1754.and adjusted by the National Geodetic Survey in November 1993..
 DU1754
 DU1754.The geoid height was determined by GEOID03.
 DU1754
 DU1754.The dynamic height is computed by dividing the NAVD 88
 DU1754.geopotential number by the normal gravity value computed on the
 DU1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1754.degrees latitude (g = 980.6199 gals.).
 DU1754
 DU1754.The modeled gravity was interpolated from observed gravity values.
 DU1754
 DU1754;                    North         East    Units  Estimated Accuracy
 DU1754;SPC AZ C     -   293,650.      209,780.      MT  (+/- 180 meters Scaled)
 DU1754
 DU1754                          SUPERSEDED SURVEY CONTROL
 DU1754
 DU1754.No superseded survey control is available for this station.
 DU1754
 DU1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114235(NAD 83)
 DU1754_MARKER: DD = SURVEY DISK
 DU1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1754_SP_SET: CONCRETE POST
 DU1754_STAMPING: 367+00.29
 DU1754_MARK LOGO: BOR   
 DU1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1754+STABILITY: SURFACE MOTION
 DU1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1754+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1754
 DU1754  HISTORY     - Date     Condition        Report By
 DU1754  HISTORY     - UNK      MONUMENTED       BOR
 DU1754  HISTORY     - 1984     GOOD             AZDT
 DU1754  HISTORY     - 20040628 GOOD             CAP
 DU1754
 DU1754                          STATION DESCRIPTION
 DU1754
 DU1754'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1754'IN PHOENIX.
 DU1754'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1754'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1754'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1754'FENCE OF THE CANAL FOR 8.03 KM (4.99 MI) TO THE MARK, 8.50 METERS
 DU1754'(27.9 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DU1754'(125.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1754
 DU1754                          STATION RECOVERY (2004)
 DU1754
 DU1754'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0784 ***********************************************************************
 CZ0784  DESIGNATION -  367+99.25
 CZ0784  PID         -  CZ0784
 CZ0784  STATE/COUNTY-  AZ/PIMA
 CZ0784  USGS QUAD   -  THREE POINTS (1992)
 CZ0784
 CZ0784                         *CURRENT SURVEY CONTROL
 CZ0784  ___________________________________________________________________
 CZ0784* NAD 83(1986)-  32 05 11.     (N)    111 17 19.     (W)     SCALED    
 CZ0784* NAVD 88     -       772.62   (+/-2cm)    2534.8    (feet)  VERTCON   
 CZ0784  ___________________________________________________________________
 CZ0784  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0784
 CZ0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0784
 CZ0784.The horizontal coordinates were scaled from a topographic map and have
 CZ0784.an estimated accuracy of +/- 6 seconds.
 CZ0784
 CZ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0784.The vertical order pertains to the NGVD 29 superseded value.
 CZ0784
 CZ0784.The geoid height was determined by GEOID03.
 CZ0784
 CZ0784;                    North         East    Units  Estimated Accuracy
 CZ0784;SPC AZ C     -   120,620.      272,650.      MT  (+/- 180 meters Scaled)
 CZ0784
 CZ0784                          SUPERSEDED SURVEY CONTROL
 CZ0784
 CZ0784  NGVD 29 (??/??/92)  771.935  (m)         2532.59   (f) ADJ UNCH    2 0
 CZ0784
 CZ0784.Superseded values are not recommended for survey control.
 CZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0784.See file dsdata.txt to determine how the superseded data were derived.
 CZ0784
 CZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA727500(NAD 83)
 CZ0784_MARKER: DD = SURVEY DISK
 CZ0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0784_SP_SET: CULVERT
 CZ0784_STAMPING: 367+99.25 2533.49
 CZ0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0784
 CZ0784  HISTORY     - Date     Condition        Report By
 CZ0784  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0784  HISTORY     - 1951     GOOD             NGS
 CZ0784
 CZ0784                          STATION DESCRIPTION
 CZ0784
 CZ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0784'20.6 MI SW FROM TUCSON.
 CZ0784'20.6 MILES SOUTHWEST OF U. S VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0784'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0784'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0784'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0784'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0786 ***********************************************************************
 CG0786  DESIGNATION -  3692.9
 CG0786  PID         -  CG0786
 CG0786  STATE/COUNTY-  AZ/PIMA
 CG0786  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0786
 CG0786                         *CURRENT SURVEY CONTROL
 CG0786  ___________________________________________________________________
 CG0786* NAD 83(1986)-  31 49 18.     (N)    111 32 04.     (W)     SCALED    
 CG0786* NAVD 88     -      1126.20   (+/-2cm)    3694.9    (feet)  VERTCON   
 CG0786  ___________________________________________________________________
 CG0786  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0786
 CG0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0786
 CG0786.The horizontal coordinates were scaled from a topographic map and have
 CG0786.an estimated accuracy of +/- 6 seconds.
 CG0786
 CG0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0786.The vertical order pertains to the NGVD 29 superseded value.
 CG0786
 CG0786.The geoid height was determined by GEOID03.
 CG0786
 CG0786;                    North         East    Units  Estimated Accuracy
 CG0786;SPC AZ C     -    91,160.      249,540.      MT  (+/- 180 meters Scaled)
 CG0786
 CG0786                          SUPERSEDED SURVEY CONTROL
 CG0786
 CG0786  NGVD 29 (??/??/92) 1125.398  (m)         3692.24   (f) ADJ UNCH    2 0
 CG0786
 CG0786.Superseded values are not recommended for survey control.
 CG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0786.See file dsdata.txt to determine how the superseded data were derived.
 CG0786
 CG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA494207(NAD 83)
 CG0786_MARKER: Q = CHISELED SQUARE
 CG0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0786_SP_SET: FOUNDATION
 CG0786_STAMPING: 3692.9
 CG0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0786
 CG0786  HISTORY     - Date     Condition        Report By
 CG0786  HISTORY     - UNK      MONUMENTED       USGS
 CG0786  HISTORY     - 1952     GOOD             NGS
 CG0786
 CG0786                          STATION DESCRIPTION
 CG0786
 CG0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0786'27.3 MI SW FROM THREE POINTS.
 CG0786'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0786'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 6.7 MILES WEST
 CG0786'ALONG ELKHORN RANCH ROAD, ON THE TOP OF THE EAST END OF THE NORTH
 CG0786'CONCRETE FOUNDATION OF THE CATTLE GUARD, 5.2 FEET EAST OF THE CENTER
 CG0786'LINE OF THE ROAD, 0.2 FOOT NORTH OF THE NORTH EDGE OF A STEEL RAIL,
 CG0786'ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE FRAME OF THE CATTLE
 CG0786'GUARD STAMPED 3692.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1582 ***********************************************************************
 CZ1582  DESIGNATION -  3694+79.05
 CZ1582  PID         -  CZ1582
 CZ1582  STATE/COUNTY-  AZ/PINAL
 CZ1582  USGS QUAD   -  ELOY NORTH (1992)
 CZ1582
 CZ1582                         *CURRENT SURVEY CONTROL
 CZ1582  ___________________________________________________________________
 CZ1582* NAD 83(1986)-  32 45 58.     (N)    111 36 07.     (W)     SCALED    
 CZ1582* NAVD 88     -       466.61   (+/-2cm)    1530.9    (feet)  VERTCON   
 CZ1582  ___________________________________________________________________
 CZ1582  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1582
 CZ1582  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1582
 CZ1582.The horizontal coordinates were scaled from a topographic map and have
 CZ1582.an estimated accuracy of +/- 6 seconds.
 CZ1582
 CZ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1582.The vertical order pertains to the NGVD 29 superseded value.
 CZ1582
 CZ1582.The geoid height was determined by GEOID03.
 CZ1582
 CZ1582;                    North         East    Units  Estimated Accuracy
 CZ1582;SPC AZ C     -   195,860.      242,850.      MT  (+/- 180 meters Scaled)
 CZ1582
 CZ1582                          SUPERSEDED SURVEY CONTROL
 CZ1582
 CZ1582  NGVD 29 (??/??/92)  466.061  (m)         1529.07   (f) ADJ UNCH    1 2
 CZ1582
 CZ1582.Superseded values are not recommended for survey control.
 CZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1582.See file dsdata.txt to determine how the superseded data were derived.
 CZ1582
 CZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB436255(NAD 83)
 CZ1582_MARKER: DD = SURVEY DISK
 CZ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1582_STAMPING: 3694+79.05
 CZ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1582+STABILITY: SURFACE MOTION
 CZ1582
 CZ1582  HISTORY     - Date     Condition        Report By
 CZ1582  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1582  HISTORY     - 1975     GOOD             AZDT
 CZ1582
 CZ1582                          STATION DESCRIPTION
 CZ1582
 CZ1582'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1582'5.75 MI NW FROM ELOY.
 CZ1582'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1582'THE STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1582'A P AND M SURVEY SIGN.  3 FT. EAST OF ANGLE IRON, STENCILED,
 CZ1582'3694+79.05.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.3
 CZ1582'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1587 ***********************************************************************
 DV1587  DESIGNATION -  37 A
 DV1587  PID         -  DV1587
 DV1587  STATE/COUNTY-  AZ/LA PAZ
 DV1587  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1587
 DV1587                         *CURRENT SURVEY CONTROL
 DV1587  ___________________________________________________________________
 DV1587* NAD 83(1986)-  33 34 22.     (N)    113 22 42.     (W)     SCALED    
 DV1587* NAVD 88     -       420.08   (+/-2cm)    1378.2    (feet)  VERTCON   
 DV1587  ___________________________________________________________________
 DV1587  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1587
 DV1587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1587
 DV1587.The horizontal coordinates were scaled from a topographic map and have
 DV1587.an estimated accuracy of +/- 6 seconds.
 DV1587
 DV1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1587.The vertical order pertains to the NGVD 29 superseded value.
 DV1587
 DV1587.The geoid height was determined by GEOID03.
 DV1587
 DV1587;                    North         East    Units  Estimated Accuracy
 DV1587;SPC AZ W     -   285,340.      247,870.      MT  (+/- 180 meters Scaled)
 DV1587
 DV1587                          SUPERSEDED SURVEY CONTROL
 DV1587
 DV1587  NGVD 29 (??/??/92)  419.413  (m)         1376.02   (f) ADJ UNCH    2 0
 DV1587
 DV1587.Superseded values are not recommended for survey control.
 DV1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1587.See file dsdata.txt to determine how the superseded data were derived.
 DV1587
 DV1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC792173(NAD 83)
 DV1587_MARKER: DD = SURVEY DISK
 DV1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1587_STAMPING: 37 A 1962
 DV1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1587+STABILITY: SURFACE MOTION
 DV1587
 DV1587  HISTORY     - Date     Condition        Report By
 DV1587  HISTORY     - 1962     MONUMENTED       AZHD
 DV1587
 DV1587                          STATION DESCRIPTION
 DV1587
 DV1587'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1587'25.7 MI SE FROM SALOME.
 DV1587'0.5 MILE EAST-SOUTHEAST OF H 413 37, AN ARIZONA HIGHWAY DEPARTMENT
 DV1587'DISK STAMPED 37 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1587'GROUND, AND IN THE CENTER OF THE MEDIAM STRIP OF PROPOSED INTERSTATE
 DV1587'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0827 ***********************************************************************
 FQ0827  DESIGNATION -  37 BKC
 FQ0827  PID         -  FQ0827
 FQ0827  STATE/COUNTY-  AZ/COCONINO
 FQ0827  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0827
 FQ0827                         *CURRENT SURVEY CONTROL
 FQ0827  ___________________________________________________________________
 FQ0827* NAD 83(1986)-  35 33 34.     (N)    111 13 58.     (W)     SCALED    
 FQ0827* NAVD 88     -      1343.574  (meters)    4408.04   (feet)  POSTED    
 FQ0827  ___________________________________________________________________
 FQ0827  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0827  DYNAMIC HT  -        1341.880 (meters)    4402.48  (feet)  COMP
 FQ0827  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 FQ0827
 FQ0827  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0827
 FQ0827.The horizontal coordinates were scaled from a topographic map and have
 FQ0827.an estimated accuracy of +/- 6 seconds.
 FQ0827
 FQ0827.The orthometric height was determined by differential leveling
 FQ0827.and adjusted by the National Geodetic Survey in 1992..
 FQ0827.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0827.rate of 0.0 thru 1.0 mm/km.
 FQ0827
 FQ0827.The geoid height was determined by GEOID03.
 FQ0827
 FQ0827.The dynamic height is computed by dividing the NAVD 88
 FQ0827.geopotential number by the normal gravity value computed on the
 FQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0827.degrees latitude (g = 980.6199 gals.).
 FQ0827
 FQ0827.The modeled gravity was interpolated from observed gravity values.
 FQ0827
 FQ0827;                    North         East    Units  Estimated Accuracy
 FQ0827;SPC AZ C     -   505,850.      275,360.      MT  (+/- 180 meters Scaled)
 FQ0827
 FQ0827                          SUPERSEDED SURVEY CONTROL
 FQ0827
 FQ0827.No superseded survey control is available for this station.
 FQ0827
 FQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE789351(NAD 83)
 FQ0827_MARKER: DB = BENCH MARK DISK
 FQ0827_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0827_SP_SET: ROCK OUTCROP
 FQ0827_STAMPING: 37 BKC 1968
 FQ0827_MARK LOGO: USGS  
 FQ0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0827+STABILITY: POSITION/ELEVATION WELL
 FQ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0827+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0827
 FQ0827  HISTORY     - Date     Condition        Report By
 FQ0827  HISTORY     - 1968     MONUMENTED       USGS
 FQ0827
 FQ0827                          STATION DESCRIPTION
 FQ0827
 FQ0827'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0827'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0827'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0827'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0827'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0827'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0827'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0827'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0827'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 2.2 MILES TO THE SOUTH
 FQ0827'END OF A SANDSTONE HILL, IN A ROCK OUCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0790 ***********************************************************************
 DA0790  DESIGNATION -  37 GWM
 DA0790  PID         -  DA0790
 DA0790  STATE/COUNTY-  AZ/MARICOPA
 DA0790  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0790
 DA0790                         *CURRENT SURVEY CONTROL
 DA0790  ___________________________________________________________________
 DA0790* NAD 83(1986)-  32 31 27.     (N)    113 16 25.     (W)     SCALED    
 DA0790* NAVD 88     -       209.52   (+/-2cm)     687.4    (feet)  VERTCON   
 DA0790  ___________________________________________________________________
 DA0790  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0790
 DA0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0790
 DA0790.The horizontal coordinates were scaled from a topographic map and have
 DA0790.an estimated accuracy of +/- 6 seconds.
 DA0790
 DA0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0790.The vertical order pertains to the NGVD 29 superseded value.
 DA0790
 DA0790.The geoid height was determined by GEOID03.
 DA0790
 DA0790;                    North         East    Units  Estimated Accuracy
 DA0790;SPC AZ C     -   169,800.       85,880.      MT  (+/- 180 meters Scaled)
 DA0790
 DA0790                          SUPERSEDED SURVEY CONTROL
 DA0790
 DA0790  NGVD 29 (??/??/92)  208.889  (m)          685.33   (f) ADJ UNCH    2 0
 DA0790
 DA0790.Superseded values are not recommended for survey control.
 DA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0790.See file dsdata.txt to determine how the superseded data were derived.
 DA0790
 DA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864008(NAD 83)
 DA0790_MARKER: DD = SURVEY DISK
 DA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0790_STAMPING: 37 GWM 1948 686
 DA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0790+STABILITY: SURFACE MOTION
 DA0790
 DA0790  HISTORY     - Date     Condition        Report By
 DA0790  HISTORY     - 1948     MONUMENTED       USGS
 DA0790  HISTORY     - 1962     GOOD             NGS
 DA0790
 DA0790                          STATION DESCRIPTION
 DA0790
 DA0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0790'1.7 MI N FROM TONY TANK.
 DA0790'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0790'TONY TANK, 86 FEET EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0790'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION OF A CROSS
 DA0790'ROAD, 53 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 46 FEET SOUTH
 DA0790'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.4 FEET WEST OF A METAL
 DA0790'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0790'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0629 ***********************************************************************
 FP0629  DESIGNATION -  37 HLS
 FP0629  PID         -  FP0629
 FP0629  STATE/COUNTY-  AZ/APACHE
 FP0629  USGS QUAD   -  GANADO (1973)
 FP0629
 FP0629                         *CURRENT SURVEY CONTROL
 FP0629  ___________________________________________________________________
 FP0629* NAD 83(1986)-  35 41 32.     (N)    109 32 44.     (W)     SCALED    
 FP0629* NAVD 88     -      2008.340  (meters)    6589.03   (feet)  ADJUSTED  
 FP0629  ___________________________________________________________________
 FP0629  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FP0629  DYNAMIC HT  -        2005.594 (meters)    6580.02  (feet)  COMP
 FP0629  MODELED GRAV-     979,194.1   (mgal)                       NAVD 88
 FP0629
 FP0629  VERT ORDER  -  SECOND    CLASS II
 FP0629
 FP0629.The horizontal coordinates were scaled from a topographic map and have
 FP0629.an estimated accuracy of +/- 6 seconds.
 FP0629
 FP0629.The orthometric height was determined by differential leveling
 FP0629.and adjusted by the National Geodetic Survey in June 1991..
 FP0629
 FP0629.The geoid height was determined by GEOID03.
 FP0629
 FP0629.The dynamic height is computed by dividing the NAVD 88
 FP0629.geopotential number by the normal gravity value computed on the
 FP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0629.degrees latitude (g = 980.6199 gals.).
 FP0629
 FP0629.The modeled gravity was interpolated from observed gravity values.
 FP0629
 FP0629;                    North         East    Units  Estimated Accuracy
 FP0629;SPC AZ E     -   520,540.      269,570.      MT  (+/- 180 meters Scaled)
 FP0629
 FP0629                          SUPERSEDED SURVEY CONTROL
 FP0629
 FP0629  NGVD 29 (??/??/92) 2007.37   (m)         6585.8    (f) COMPUTED    2 2
 FP0629
 FP0629.Superseded values are not recommended for survey control.
 FP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0629.See file dsdata.txt to determine how the superseded data were derived.
 FP0629
 FP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE315507(NAD 83)
 FP0629_MARKER: DB = BENCH MARK DISK
 FP0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0629_SP_SET: COPPER-CLAD STEEL ROD
 FP0629_STAMPING: 37 HLS 1970 6586
 FP0629_MARK LOGO: USGS  
 FP0629_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0629+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0629
 FP0629  HISTORY     - Date     Condition        Report By
 FP0629  HISTORY     - 1970     MONUMENTED       USGS
 FP0629
 FP0629                          STATION DESCRIPTION
 FP0629
 FP0629'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0629'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 1.3 MILES SOUTH
 FP0629'ALONG STATE HIGHWAY 63, 0.4 MILES NORTH OF A FIELD ROAD HEADING WEST,
 FP0629'52 FEET EAST OF AND 8 FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A
 FP0629'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0629'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0088 ***********************************************************************
 CG0088  DESIGNATION -  3700.91
 CG0088  PID         -  CG0088
 CG0088  STATE/COUNTY-  AZ/COCHISE
 CG0088  USGS QUAD   -  BENSON (1983)
 CG0088
 CG0088                         *CURRENT SURVEY CONTROL
 CG0088  ___________________________________________________________________
 CG0088* NAD 83(1986)-  31 58 16.     (N)    110 19 06.     (W)     SCALED    
 CG0088* NAVD 88     -      1128.42   (+/-2cm)    3702.2    (feet)  VERTCON   
 CG0088  ___________________________________________________________________
 CG0088  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0088
 CG0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0088
 CG0088.The horizontal coordinates were scaled from a topographic map and have
 CG0088.an estimated accuracy of +/- 6 seconds.
 CG0088
 CG0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0088.The vertical order pertains to the NGVD 29 superseded value.
 CG0088
 CG0088.The geoid height was determined by GEOID03.
 CG0088
 CG0088;                    North         East    Units  Estimated Accuracy
 CG0088;SPC AZ E     -   107,670.      199,030.      MT  (+/- 180 meters Scaled)
 CG0088
 CG0088                          SUPERSEDED SURVEY CONTROL
 CG0088
 CG0088  NGVD 29 (??/??/92) 1127.637  (m)         3699.59   (f) ADJ UNCH    2 0
 CG0088
 CG0088.Superseded values are not recommended for survey control.
 CG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0088.See file dsdata.txt to determine how the superseded data were derived.
 CG0088
 CG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA644374(NAD 83)
 CG0088_MARKER: DD = SURVEY DISK
 CG0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0088_SP_SET: CULVERT
 CG0088_STAMPING: 3700.91 1364.33
 CG0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0088
 CG0088  HISTORY     - Date     Condition        Report By
 CG0088  HISTORY     - UNK      MONUMENTED       AZHD
 CG0088  HISTORY     - 1960     GOOD             NGS
 CG0088  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0088
 CG0088                          STATION DESCRIPTION
 CG0088
 CG0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0088'1.55 MI SW FROM BENSON.
 CG0088'1.55 MILES SOUTHWEST OF THE POST OFFICE AT BENSON, ARIZONA ON U. S.
 CG0088'HIGHWAY 80, 0.35 MILE WEST OF MILEPOST 292, 21 FEET SOUTH OF CENTER OF
 CG0088'HIGHWAY, 3 FEET EAST OF WEST END OF BRIDGE, 2 FEET HIGHER THAN
 CG0088'HIGHWAY, SET IN THE SOUTHWEST END OF THE HEADWALL.
 CG0088
 CG0088                          STATION RECOVERY (1974)
 CG0088
 CG0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0465 ***********************************************************************
 DU0465  DESIGNATION -  3704
 DU0465  PID         -  DU0465
 DU0465  STATE/COUNTY-  AZ/PINAL
 DU0465  USGS QUAD   -  SUPERIOR (1981)
 DU0465
 DU0465                         *CURRENT SURVEY CONTROL
 DU0465  ___________________________________________________________________
 DU0465* NAD 83(1986)-  33 18 20.     (N)    111 04 34.     (W)     SCALED    
 DU0465* NAVD 88     -      1129.81   (+/-2cm)    3706.7    (feet)  VERTCON   
 DU0465  ___________________________________________________________________
 DU0465  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DU0465
 DU0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0465
 DU0465.The horizontal coordinates were scaled from a topographic map and have
 DU0465.an estimated accuracy of +/- 6 seconds.
 DU0465
 DU0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0465.The vertical order pertains to the NGVD 29 superseded value.
 DU0465
 DU0465.The geoid height was determined by GEOID03.
 DU0465
 DU0465;                    North         East    Units  Estimated Accuracy
 DU0465;SPC AZ C     -   255,950.      291,630.      MT  (+/- 180 meters Scaled)
 DU0465
 DU0465                          SUPERSEDED SURVEY CONTROL
 DU0465
 DU0465  NGVD 29 (??/??/92) 1129.113  (m)         3704.43   (f) ADJ UNCH    2 0
 DU0465
 DU0465.Superseded values are not recommended for survey control.
 DU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0465.See file dsdata.txt to determine how the superseded data were derived.
 DU0465
 DU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB929851(NAD 83)
 DU0465_MARKER: DD = SURVEY DISK
 DU0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0465_SP_SET: GUARD RAIL
 DU0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0465
 DU0465  HISTORY     - Date     Condition        Report By
 DU0465  HISTORY     - UNK      MONUMENTED       AZHD
 DU0465  HISTORY     - 1935     GOOD             NGS
 DU0465
 DU0465                          STATION DESCRIPTION
 DU0465
 DU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0465'3.4 MI NE FROM SUPERIOR.
 DU0465'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM SUPERIOR, 1 MILE EAST
 DU0465'OF A TUNNEL ON THE HIGHWAY, AT A 100-FOOT BRIDGE, IN THE TOP OF THE
 DU0465'NORTH GUARD RAIL, AND 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU0465'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0464 ***********************************************************************
 CG0464  DESIGNATION -  3704
 CG0464  PID         -  CG0464
 CG0464  STATE/COUNTY-  AZ/PIMA
 CG0464  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0464
 CG0464                         *CURRENT SURVEY CONTROL
 CG0464  ___________________________________________________________________
 CG0464* NAD 83(1986)-  31 46 43.     (N)    111 13 41.     (W)     SCALED    
 CG0464* NAVD 88     -      1129.81   (+/-2cm)    3706.7    (feet)  VERTCON   
 CG0464  ___________________________________________________________________
 CG0464  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG0464
 CG0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0464
 CG0464.The horizontal coordinates were scaled from a topographic map and have
 CG0464.an estimated accuracy of +/- 6 seconds.
 CG0464
 CG0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0464.The vertical order pertains to the NGVD 29 superseded value.
 CG0464
 CG0464.The geoid height was determined by GEOID03.
 CG0464
 CG0464;                    North         East    Units  Estimated Accuracy
 CG0464;SPC AZ C     -    86,530.      278,580.      MT  (+/- 180 meters Scaled)
 CG0464
 CG0464                          SUPERSEDED SURVEY CONTROL
 CG0464
 CG0464  NGVD 29 (??/??/92) 1129.000  (m)         3704.06   (f) ADJ UNCH    2 0
 CG0464
 CG0464.Superseded values are not recommended for survey control.
 CG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0464.See file dsdata.txt to determine how the superseded data were derived.
 CG0464
 CG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA784159(NAD 83)
 CG0464_MARKER: DD = SURVEY DISK
 CG0464_SETTING: 66 = SET IN ROCK OUTCROP
 CG0464_SP_SET: LARGE ROCK
 CG0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0464+STABILITY: POSITION/ELEVATION WELL
 CG0464
 CG0464  HISTORY     - Date     Condition        Report By
 CG0464  HISTORY     - UNK      MONUMENTED       USE
 CG0464  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0464
 CG0464                          STATION DESCRIPTION
 CG0464
 CG0464'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CG0464'5.5 MI W FROM ARIVACA JUNCTION.
 CG0464'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM ARIVACA JUNCTION, PIMA
 CG0464'COUNTY, THENCE 6.8 MILES NORTHWEST ALONG THE BATAMOTE RANCH ROAD.  AT
 CG0464'BATAMOTE RANCH, IN THE YARD OF THE RANCH HOUSE, 30 FEET SOUTH OF THE
 CG0464'BUILDING, 36 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE YARD, AND
 CG0464'IN THE TOP OF A LARGE ROCK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CG0464'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0522 ***********************************************************************
 CG0522  DESIGNATION -  3709.82
 CG0522  PID         -  CG0522
 CG0522  STATE/COUNTY-  AZ/PIMA
 CG0522  USGS QUAD   -  ARIVACA (1979)
 CG0522
 CG0522                         *CURRENT SURVEY CONTROL
 CG0522  ___________________________________________________________________
 CG0522* NAD 83(1986)-  31 34 46.     (N)    111 19 03.     (W)     SCALED    
 CG0522* NAVD 88     -      1131.45   (+/-2cm)    3712.1    (feet)  VERTCON   
 CG0522  ___________________________________________________________________
 CG0522  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0522
 CG0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0522
 CG0522.The horizontal coordinates were scaled from a topographic map and have
 CG0522.an estimated accuracy of +/- 6 seconds.
 CG0522
 CG0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0522.The vertical order pertains to the NGVD 29 superseded value.
 CG0522
 CG0522.The geoid height was determined by GEOID03.
 CG0522
 CG0522;                    North         East    Units  Estimated Accuracy
 CG0522;SPC AZ C     -    64,400.      270,230.      MT  (+/- 180 meters Scaled)
 CG0522
 CG0522                          SUPERSEDED SURVEY CONTROL
 CG0522
 CG0522  NGVD 29 (??/??/92) 1130.620  (m)         3709.38   (f) ADJ UNCH    2 0
 CG0522
 CG0522.Superseded values are not recommended for survey control.
 CG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0522.See file dsdata.txt to determine how the superseded data were derived.
 CG0522
 CG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV698938(NAD 83)
 CG0522_MARKER: Z = SEE DESCRIPTION
 CG0522_SETTING: 80 = SET IN A BOULDER
 CG0522_SP_SET: BOULDER
 CG0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0522+STABILITY: SURFACE MOTION
 CG0522
 CG0522  HISTORY     - Date     Condition        Report By
 CG0522  HISTORY     - UNK      MONUMENTED       USGLO
 CG0522  HISTORY     - 1951     GOOD             NGS
 CG0522
 CG0522                          STATION DESCRIPTION
 CG0522
 CG0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0522'1.1 MI NE FROM ARIVACA.
 CG0522'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE ARIVACA SCHOOL HOUSE, THENCE
 CG0522'0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, ON THE TOP OF A RIDGE
 CG0522'WHERE THE ROAD TURNS NORTH AND MAKES A SHARP CLIMB UP THE RIDGE OF THE
 CG0522'TOP OF A SHARP CLIMB AND ON THE WEST SIDE OF THE RIDGE, TWO CHISELED
 CG0522'MARKS ON THE SOUTHEAST SIDE OF A SMALL BOULDER PAINTED WHITE, 181.9
 CG0522'FEET SOUTHWEST ACROSS THE ROAD FROM  STATION ARIVACA, 157 FEET SOUTH
 CG0522'OF R. M. NO 2, 75 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5
 CG0522'FEET NORTH OF THE WITNESS POST, AND ABOUT 4 1/2 FEET LOWER THAN THE
 CG0522'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0233 ***********************************************************************
 DU0233  DESIGNATION -  3720
 DU0233  PID         -  DU0233
 DU0233  STATE/COUNTY-  AZ/GILA
 DU0233  USGS QUAD   -  GLOBE (1982)
 DU0233
 DU0233                         *CURRENT SURVEY CONTROL
 DU0233  ___________________________________________________________________
 DU0233* NAD 83(1986)-  33 22 33.     (N)    110 45 12.     (W)     SCALED    
 DU0233* NAVD 88     -      1134.276  (meters)    3721.37   (feet)  ADJUSTED  
 DU0233  ___________________________________________________________________
 DU0233  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU0233  DYNAMIC HT  -        1132.727 (meters)    3716.29  (feet)  COMP
 DU0233  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 DU0233
 DU0233  VERT ORDER  -  FIRST     CLASS II
 DU0233
 DU0233.The horizontal coordinates were scaled from a topographic map and have
 DU0233.an estimated accuracy of +/- 6 seconds.
 DU0233
 DU0233.The orthometric height was determined by differential leveling
 DU0233.and adjusted by the National Geodetic Survey in June 1991..
 DU0233
 DU0233.The geoid height was determined by GEOID03.
 DU0233
 DU0233.The dynamic height is computed by dividing the NAVD 88
 DU0233.geopotential number by the normal gravity value computed on the
 DU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0233.degrees latitude (g = 980.6199 gals.).
 DU0233
 DU0233.The modeled gravity was interpolated from observed gravity values.
 DU0233
 DU0233;                    North         East    Units  Estimated Accuracy
 DU0233;SPC AZ E     -   263,580.      158,770.      MT  (+/- 180 meters Scaled)
 DU0233
 DU0233                          SUPERSEDED SURVEY CONTROL
 DU0233
 DU0233  NGVD 29 (??/??/92) 1133.647  (m)         3719.31   (f) ADJ UNCH    1 2
 DU0233
 DU0233.Superseded values are not recommended for survey control.
 DU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0233.See file dsdata.txt to determine how the superseded data were derived.
 DU0233
 DU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB229929(NAD 83)
 DU0233_MARKER: P = PIPE CAP
 DU0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0233_MARK LOGO: USGS  
 DU0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0233
 DU0233  HISTORY     - Date     Condition        Report By
 DU0233  HISTORY     - UNK      MONUMENTED       USGS
 DU0233  HISTORY     - 1933     GOOD             CGS
 DU0233
 DU0233                          STATION DESCRIPTION
 DU0233
 DU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0233'2.3 MI E FROM GLOBE.
 DU0233'ON SOUTHERN PACIFIC RIGHT OF WAY, AT PINAL SIDING, 1000 FEET SOUTHWEST
 DU0233'OF GILA MEAT CO. SLAUGHTER HOUSE, 28 FEET SOUTHWEST OF RAILROAD
 DU0233'CENTER-LINE, 90 FEET SOUTHWEST OF CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1585 ***********************************************************************
 CZ1585  DESIGNATION -  3725+00
 CZ1585  PID         -  CZ1585
 CZ1585  STATE/COUNTY-  AZ/PINAL
 CZ1585  USGS QUAD   -  ELOY NORTH (1992)
 CZ1585
 CZ1585                         *CURRENT SURVEY CONTROL
 CZ1585  ___________________________________________________________________
 CZ1585* NAD 83(1986)-  32 45 39.     (N)    111 35 36.     (W)     SCALED    
 CZ1585* NAVD 88     -       468.73   (+/-2cm)    1537.8    (feet)  VERTCON   
 CZ1585  ___________________________________________________________________
 CZ1585  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1585
 CZ1585  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1585
 CZ1585.The horizontal coordinates were scaled from a topographic map and have
 CZ1585.an estimated accuracy of +/- 6 seconds.
 CZ1585
 CZ1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1585.The vertical order pertains to the NGVD 29 superseded value.
 CZ1585
 CZ1585.The geoid height was determined by GEOID03.
 CZ1585
 CZ1585;                    North         East    Units  Estimated Accuracy
 CZ1585;SPC AZ C     -   195,280.      243,660.      MT  (+/- 180 meters Scaled)
 CZ1585
 CZ1585                          SUPERSEDED SURVEY CONTROL
 CZ1585
 CZ1585  NGVD 29 (??/??/92)  468.180  (m)         1536.02   (f) ADJ UNCH    1 2
 CZ1585
 CZ1585.Superseded values are not recommended for survey control.
 CZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1585.See file dsdata.txt to determine how the superseded data were derived.
 CZ1585
 CZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB444249(NAD 83)
 CZ1585_MARKER: DD = SURVEY DISK
 CZ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1585_STAMPING: 3725+00 END PROJ
 CZ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1585+STABILITY: SURFACE MOTION
 CZ1585
 CZ1585  HISTORY     - Date     Condition        Report By
 CZ1585  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1585  HISTORY     - 1975     GOOD             AZDT
 CZ1585
 CZ1585                          STATION DESCRIPTION
 CZ1585
 CZ1585'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1585'5.2 MI NW FROM ELOY.
 CZ1585'FROM MILEPOST 206, I-10, WEST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1585'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY A
 CZ1585'P AND M SURVEY SIGN.  2 FT. EAST OF SIGN, 10-4(39)200 I-10-4(41). AN
 CZ1585'AHD BRASS CAP, SET IN AN 8 IN. POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0478 ***********************************************************************
 CG0478  DESIGNATION -  3727
 CG0478  PID         -  CG0478
 CG0478  STATE/COUNTY-  AZ/PIMA
 CG0478  USGS QUAD   -  TWIN BUTTES (1981)
 CG0478
 CG0478                         *CURRENT SURVEY CONTROL
 CG0478  ___________________________________________________________________
 CG0478* NAD 83(1986)-  31 58 59.     (N)    111 05 36.     (W)     SCALED    
 CG0478* NAVD 88     -      1057.37   (+/-2cm)    3469.1    (feet)  VERTCON   
 CG0478  ___________________________________________________________________
 CG0478  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0478
 CG0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0478
 CG0478.The horizontal coordinates were scaled from a topographic map and have
 CG0478.an estimated accuracy of +/- 6 seconds.
 CG0478
 CG0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0478.The vertical order pertains to the NGVD 29 superseded value.
 CG0478
 CG0478.The geoid height was determined by GEOID03.
 CG0478
 CG0478;                    North         East    Units  Estimated Accuracy
 CG0478;SPC AZ C     -   109,280.      291,170.      MT  (+/- 180 meters Scaled)
 CG0478
 CG0478                          SUPERSEDED SURVEY CONTROL
 CG0478
 CG0478  NGVD 29 (??/??/92) 1056.63   (m)         3466.6    (f) COMPUTED    2 0
 CG0478
 CG0478.Superseded values are not recommended for survey control.
 CG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0478.See file dsdata.txt to determine how the superseded data were derived.
 CG0478
 CG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA911385(NAD 83)
 CG0478_MARKER: P = PIPE CAP
 CG0478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0478_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0478_STAMPING: 3727 4C PRINCE
 CG0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0478
 CG0478  HISTORY     - Date     Condition        Report By
 CG0478  HISTORY     - UNK      MONUMENTED       USMS
 CG0478  HISTORY     - 1935     GOOD             NGS
 CG0478
 CG0478                          STATION DESCRIPTION
 CG0478
 CG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0478'0.7 MI N FROM SAN XAVIER.
 CG0478'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY,
 CG0478'THENCE 0.1 MILE WEST ALONG THE SOTO RANCH ROAD.  0.2 MILE NORTH OF AN
 CG0478'OLD MINE SHAFT, 100 FEET EAST OF A ROCK CAIRN, AND 12 FEET SOUTHWEST
 CG0478'OF THE CENTERLINE OF THE ROAD.  A UNITED STATES MINERAL SURVEY SQUARE
 CG0478'CAP, STAMPED 3727 4C PRINCE AND RIVETED ON THE TOP OF A 1-INCH IRON
 CG0478'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0888 ***********************************************************************
 CG0888  DESIGNATION -  3728.06
 CG0888  PID         -  CG0888
 CG0888  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0888  USGS QUAD   -  NOGALES (1981)
 CG0888
 CG0888                         *CURRENT SURVEY CONTROL
 CG0888  ___________________________________________________________________
 CG0888* NAD 83(1986)-  31 22 20.     (N)    110 55 59.     (W)     SCALED    
 CG0888* NAVD 88     -      1137.229  (meters)    3731.06   (feet)  ADJUSTED  
 CG0888  ___________________________________________________________________
 CG0888  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0888  DYNAMIC HT  -        1135.464 (meters)    3725.27  (feet)  COMP
 CG0888  MODELED GRAV-     979,050.1   (mgal)                       NAVD 88
 CG0888
 CG0888  VERT ORDER  -  FIRST     CLASS II
 CG0888
 CG0888.The horizontal coordinates were scaled from a topographic map and have
 CG0888.an estimated accuracy of +/- 6 seconds.
 CG0888
 CG0888.The orthometric height was determined by differential leveling
 CG0888.and adjusted by the National Geodetic Survey in June 1991..
 CG0888
 CG0888.The geoid height was determined by GEOID03.
 CG0888
 CG0888.The dynamic height is computed by dividing the NAVD 88
 CG0888.geopotential number by the normal gravity value computed on the
 CG0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0888.degrees latitude (g = 980.6199 gals.).
 CG0888
 CG0888.The modeled gravity was interpolated from observed gravity values.
 CG0888
 CG0888;                    North         East    Units  Estimated Accuracy
 CG0888;SPC AZ C     -    41,680.      306,930.      MT  (+/- 180 meters Scaled)
 CG0888
 CG0888                          SUPERSEDED SURVEY CONTROL
 CG0888
 CG0888.No superseded survey control is available for this station.
 CG0888
 CG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV063708(NAD 83)
 CG0888_MARKER: DB = BENCH MARK DISK
 CG0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0888_SP_SET: HEADWALL ON BEDROCK
 CG0888_STAMPING: STA 162+89.57 EL 3728.06 68
 CG0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0888+STABILITY: POSITION/ELEVATION WELL
 CG0888
 CG0888  HISTORY     - Date     Condition        Report By
 CG0888  HISTORY     - 1968     MONUMENTED       AZHD
 CG0888  HISTORY     - 1980     GOOD             NGS
 CG0888
 CG0888                          STATION DESCRIPTION
 CG0888
 CG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0888'4.5 KM NORTH FROM NOGALES.
 CG0888'4.5 KILOMETERS (2.8 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0888'FROM THE COUNTY COURTHOUSE IN NOGALES, 0.3 KILOMETER (0.2 MILE)
 CG0888'NORTHWEST OF A LARGE CONCRETE U. S. HIGHWAY 89 BRIDGE OVER A WASH,
 CG0888'0.3 KILOMETER (0.15 MILE) SOUTHEAST OF THE ENTRANCE TO THE NOGALES
 CG0888'RANGER STATION, IN TOP OF AN L-SHAPED HEADWALL FOR A BOX CULVERT
 CG0888'UNDER U. S. HIGHWAY 89, 2.2 METERS (7.3 FEET) NORTHWEST OF THE
 CG0888'SOUTHEAST END AND 2.2 METERS (7.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CG0888'CURB FOR U. S. HIGHWAY 89.
 CG0888'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0247 ***********************************************************************
 CZ0247  DESIGNATION -  372+90.9
 CZ0247  PID         -  CZ0247
 CZ0247  STATE/COUNTY-  AZ/PIMA
 CZ0247  USGS QUAD   -  TUCSON (1992)
 CZ0247
 CZ0247                         *CURRENT SURVEY CONTROL
 CZ0247  ___________________________________________________________________
 CZ0247* NAD 83(1986)-  32 07 33.     (N)    110 52 36.     (W)     SCALED    
 CZ0247* NAVD 88     -       835.21   (+/-2cm)    2740.2    (feet)  VERTCON   
 CZ0247  ___________________________________________________________________
 CZ0247  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0247
 CZ0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0247
 CZ0247.The horizontal coordinates were scaled from a topographic map and have
 CZ0247.an estimated accuracy of +/- 6 seconds.
 CZ0247
 CZ0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0247.The vertical order pertains to the NGVD 29 superseded value.
 CZ0247
 CZ0247.The geoid height was determined by GEOID03.
 CZ0247
 CZ0247;                    North         East    Units  Estimated Accuracy
 CZ0247;SPC AZ C     -   125,290.      311,490.      MT  (+/- 180 meters Scaled)
 CZ0247
 CZ0247                          SUPERSEDED SURVEY CONTROL
 CZ0247
 CZ0247  NGVD 29 (??/??/92)  834.573  (m)         2738.09   (f) ADJ UNCH    2 0
 CZ0247
 CZ0247.Superseded values are not recommended for survey control.
 CZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0247.See file dsdata.txt to determine how the superseded data were derived.
 CZ0247
 CZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA116543(NAD 83)
 CZ0247_MARKER: DD = SURVEY DISK
 CZ0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0247_SP_SET: BRIDGE CURB
 CZ0247_STAMPING: 372 + 90.9 2738.54
 CZ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0247
 CZ0247  HISTORY     - Date     Condition        Report By
 CZ0247  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0247  HISTORY     - 1960     GOOD             NGS
 CZ0247
 CZ0247                          STATION DESCRIPTION
 CZ0247
 CZ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0247'6.9 MI SE FROM TUCSON.
 CZ0247'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0247'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 46.73 FEET NORTH OF
 CZ0247'STATION CRAY 1960, SET IN A DRILL HOLE IN THE CONCRETE BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0202 ***********************************************************************
 CG0202  DESIGNATION -  3734
 CG0202  PID         -  CG0202
 CG0202  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0202  USGS QUAD   -  NOGALES (1981)
 CG0202
 CG0202                         *CURRENT SURVEY CONTROL
 CG0202  ___________________________________________________________________
 CG0202* NAD 83(1986)-  31 22 27.     (N)    110 56 10.     (W)     SCALED    
 CG0202* NAVD 88     -      1142.88   (+/-2cm)    3749.6    (feet)  VERTCON   
 CG0202  ___________________________________________________________________
 CG0202  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0202
 CG0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0202
 CG0202.The horizontal coordinates were scaled from a topographic map and have
 CG0202.an estimated accuracy of +/- 6 seconds.
 CG0202
 CG0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0202.The vertical order pertains to the NGVD 29 superseded value.
 CG0202
 CG0202.The geoid height was determined by GEOID03.
 CG0202
 CG0202;                    North         East    Units  Estimated Accuracy
 CG0202;SPC AZ C     -    41,900.      306,630.      MT  (+/- 180 meters Scaled)
 CG0202
 CG0202                          SUPERSEDED SURVEY CONTROL
 CG0202
 CG0202  NGVD 29 (??/??/92) 1141.98   (m)         3746.6    (f) COMPUTED    2 0
 CG0202
 CG0202.Superseded values are not recommended for survey control.
 CG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0202.See file dsdata.txt to determine how the superseded data were derived.
 CG0202
 CG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV060710(NAD 83)
 CG0202_MARKER: DB = BENCH MARK DISK
 CG0202_SETTING: 0 = UNSPECIFIED SETTING
 CG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0202
 CG0202  HISTORY     - Date     Condition        Report By
 CG0202  HISTORY     - UNK      MONUMENTED       USGS
 CG0202  HISTORY     - 1954     GOOD             NGS
 CG0202  HISTORY     - 1959     MARK NOT FOUND   NGS
 CG0202
 CG0202                          STATION DESCRIPTION
 CG0202
 CG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0202'2.9 MI N FROM NOGALES.
 CG0202'100 YARDS NORTHWEST OF MILEPOST 1047, 75 FT. E OF MARAPOSA RANCH
 CG0202'HOUSE, AND 40 FEET WEST OF THE CENTERLINE OF U.S. 89.  NOTE-- THE DISC
 CG0202'HAS BEEN BATTERED SO THAT THE STAMPINGS ARE NOT LEGIBLE.  UNABLE TO
 CG0202'PLUMB ROD AND READINGS WERE TAKEN FROM TAPE.  U. S. HIGHWAY 89 WAS
 CG0202'WIDENED.
 CG0202
 CG0202                          STATION RECOVERY (1959)
 CG0202
 CG0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0540 ***********************************************************************
 CZ0540  DESIGNATION -  375+18.0
 CZ0540  PID         -  CZ0540
 CZ0540  STATE/COUNTY-  AZ/PIMA
 CZ0540  USGS QUAD   -  JAYNES (1992)
 CZ0540
 CZ0540                         *CURRENT SURVEY CONTROL
 CZ0540  ___________________________________________________________________
 CZ0540* NAD 83(1986)-  32 20 44.     (N)    111 04 26.     (W)     SCALED    
 CZ0540* NAVD 88     -       665.185  (meters)    2182.36   (feet)  ADJUSTED  
 CZ0540  ___________________________________________________________________
 CZ0540  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0540  DYNAMIC HT  -         664.290 (meters)    2179.42  (feet)  COMP
 CZ0540  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 CZ0540
 CZ0540  VERT ORDER  -  FIRST     CLASS II
 CZ0540
 CZ0540.The horizontal coordinates were scaled from a topographic map and have
 CZ0540.an estimated accuracy of +/- 6 seconds.
 CZ0540
 CZ0540.The orthometric height was determined by differential leveling
 CZ0540.and adjusted by the National Geodetic Survey in June 1991..
 CZ0540
 CZ0540.The geoid height was determined by GEOID03.
 CZ0540
 CZ0540.The dynamic height is computed by dividing the NAVD 88
 CZ0540.geopotential number by the normal gravity value computed on the
 CZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0540.degrees latitude (g = 980.6199 gals.).
 CZ0540
 CZ0540.The modeled gravity was interpolated from observed gravity values.
 CZ0540
 CZ0540;                    North         East    Units  Estimated Accuracy
 CZ0540;SPC AZ C     -   149,490.      292,690.      MT  (+/- 180 meters Scaled)
 CZ0540
 CZ0540                          SUPERSEDED SURVEY CONTROL
 CZ0540
 CZ0540.No superseded survey control is available for this station.
 CZ0540
 CZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA930787(NAD 83)
 CZ0540_MARKER: DD = SURVEY DISK
 CZ0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0540_SP_SET: CURB
 CZ0540_STAMPING: 2180.62 1930 375+18.0
 CZ0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0540+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0540
 CZ0540  HISTORY     - Date     Condition        Report By
 CZ0540  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0540  HISTORY     - 1951     GOOD             NGS
 CZ0540  HISTORY     - 1960     GOOD             NGS
 CZ0540  HISTORY     - 1980     GOOD             NGS
 CZ0540  HISTORY     - 19970309 GOOD             USPSQD
 CZ0540  HISTORY     - 20060316 GOOD             USPSQD
 CZ0540
 CZ0540                          STATION DESCRIPTION
 CZ0540
 CZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0540'1.1 MI SE FROM CORTARO.
 CZ0540'1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0540'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0540'NORTHWEST OF A T JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST, AT
 CZ0540'RAILROAD MILEAGE 973.27, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0540'NORTHEAST CURBING OF A CONCRETE HIGHWAY BRIDGE, 36.7 FEET WEST OF
 CZ0540'TELEGRAPH POLE 4, 16 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0540'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0540
 CZ0540                          STATION RECOVERY (1960)
 CZ0540
 CZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0540'RECOVERED IN GOOD CONDITION.
 CZ0540
 CZ0540                          STATION RECOVERY (1980)
 CZ0540
 CZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0540'17.2 KILOMETERS (10.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0540'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0540'NORTHWEST OF THE T-JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST,
 CZ0540'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE
 CZ0540'BRIDGE IN THE FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF
 CZ0540'THE SOUTHWEST RAIL OF THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0540'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0540'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0540
 CZ0540                          STATION RECOVERY (1997)
 CZ0540
 CZ0540'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0540'RECOVERED IN GOOD CONDITION.
 CZ0540
 CZ0540                          STATION RECOVERY (2006)
 CZ0540
 CZ0540'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0228 ***********************************************************************
 ET0228  DESIGNATION -  3755
 ET0228  PID         -  ET0228
 ET0228  STATE/COUNTY-  AZ/YAVAPAI
 ET0228  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0228
 ET0228                         *CURRENT SURVEY CONTROL
 ET0228  ___________________________________________________________________
 ET0228* NAD 83(1986)-  34 19 13.     (N)    112 07 23.     (W)     SCALED    
 ET0228* NAVD 88     -      1145.29   (+/-2cm)    3757.5    (feet)  VERTCON   
 ET0228  ___________________________________________________________________
 ET0228  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 ET0228
 ET0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0228
 ET0228.The horizontal coordinates were scaled from a topographic map and have
 ET0228.an estimated accuracy of +/- 6 seconds.
 ET0228
 ET0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0228.The vertical order pertains to the NGVD 29 superseded value.
 ET0228
 ET0228.The geoid height was determined by GEOID03.
 ET0228
 ET0228;                    North         East    Units  Estimated Accuracy
 ET0228;SPC AZ C     -   368,200.      194,370.      MT  (+/- 180 meters Scaled)
 ET0228
 ET0228                          SUPERSEDED SURVEY CONTROL
 ET0228
 ET0228  NGVD 29 (??/??/92) 1144.594  (m)         3755.22   (f) ADJ UNCH    2 0
 ET0228
 ET0228.Superseded values are not recommended for survey control.
 ET0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0228.See file dsdata.txt to determine how the superseded data were derived.
 ET0228
 ET0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966982(NAD 83)
 ET0228_MARKER: DZ = AZIMUTH MARK DISK
 ET0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0228_SP_SET: ABUTMENT
 ET0228_STAMPING: 3755.08 3209.90 1951
 ET0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0228
 ET0228  HISTORY     - Date     Condition        Report By
 ET0228  HISTORY     - 1951     MONUMENTED       AZDT
 ET0228  HISTORY     - 1958     GOOD             NGS
 ET0228
 ET0228                          STATION DESCRIPTION
 ET0228
 ET0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0228'19.25 MI N FROM BLACK CANYON.
 ET0228'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0228'CANYON, 0.4 MILE SOUTH OF CORDES JUNCTION, ABOUT 100 FEET NORTH OF
 ET0228'MILE POST NUMBER 262, 16 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0228'CEMENTED IN THE SOUTHEAST END OF THE EAST ABUTMENT OF A LARGE CONCRETE
 ET0228'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0353 ***********************************************************************
 CG0353  DESIGNATION -  3757
 CG0353  PID         -  CG0353
 CG0353  STATE/COUNTY-  AZ/PIMA
 CG0353  USGS QUAD   -  THE NARROWS (1981)
 CG0353
 CG0353                         *CURRENT SURVEY CONTROL
 CG0353  ___________________________________________________________________
 CG0353* NAD 83(1986)-  31 57 49.     (N)    110 31 50.     (W)     SCALED    
 CG0353* NAVD 88     -      1149.41   (+/-2cm)    3771.0    (feet)  VERTCON   
 CG0353  ___________________________________________________________________
 CG0353  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0353
 CG0353  VERT ORDER  -  ? (See Below)
 CG0353
 CG0353.The horizontal coordinates were scaled from a topographic map and have
 CG0353.an estimated accuracy of +/- 6 seconds.
 CG0353
 CG0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0353.The vertical order pertains to the NGVD 29 superseded value.
 CG0353
 CG0353.The geoid height was determined by GEOID03.
 CG0353
 CG0353;                    North         East    Units  Estimated Accuracy
 CG0353;SPC AZ C     -   107,670.      344,380.      MT  (+/- 180 meters Scaled)
 CG0353
 CG0353                          SUPERSEDED SURVEY CONTROL
 CG0353
 CG0353  NGVD 29 (??/??/92) 1148.629  (m)         3768.46   (f) ADJ UNCH    ?  
 CG0353
 CG0353.Superseded values are not recommended for survey control.
 CG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0353.See file dsdata.txt to determine how the superseded data were derived.
 CG0353
 CG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA443364(NAD 83)
 CG0353_MARKER: P = PIPE CAP
 CG0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0353_STAMPING: 3757 NOGLS
 CG0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0353
 CG0353  HISTORY     - Date     Condition        Report By
 CG0353  HISTORY     - UNK      MONUMENTED       USGS
 CG0353  HISTORY     - 1952     MARK NOT FOUND   NGS
 CG0353
 CG0353                          STATION DESCRIPTION
 CG0353
 CG0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0353'1.25 MI SE FROM BUELL.
 CG0353'1-1/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0353'STATION SIGN AT BUELL, 1/3 MLE NORTH OF MILEPOST 1017, AND 40 FEET
 CG0353'SOUTH OF 14-FOOT CONCRETE ARCH CULVERT 1017 D.  A U.S. GEOLOGICAL
 CG0353'SURVEY STANDARD CAP, STAMPED 3757 NOGLS AND RIVETED ON THE TOP OF A
 CG0353'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2047 ***********************************************************************
 DU2047  DESIGNATION -  3761
 DU2047  PID         -  DU2047
 DU2047  STATE/COUNTY-  AZ/PINAL
 DU2047  USGS QUAD   -  TEAPOT MOUNTAIN (1978)
 DU2047
 DU2047                         *CURRENT SURVEY CONTROL
 DU2047  ___________________________________________________________________
 DU2047* NAD 83(1992)-  33 12 11.64909(N)    111 03 27.48177(W)     ADJUSTED  
 DU2047* NAVD 88     -      1146.83   (+/-2cm)    3762.6    (feet)  VERTCON   
 DU2047  ___________________________________________________________________
 DU2047  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DU2047  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU2047
 DU2047  HORZ ORDER  -  THIRD
 DU2047  VERT ORDER  -  THIRD ? (See Below)
 DU2047
 DU2047.The horizontal coordinates were established by classical geodetic methods
 DU2047.and adjusted by the National Geodetic Survey in August 1993..
 DU2047
 DU2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2047.The vertical order pertains to the NGVD 29 superseded value.
 DU2047
 DU2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2047
 DU2047.The geoid height was determined by GEOID03.
 DU2047
 DU2047;                    North         East     Units Scale Factor Converg.
 DU2047;SPC AZ C     -   244,618.207   293,448.023   MT  0.99997906   +0 28 13.6
 DU2047;SPC AZ C     -   802,553.17    962,755.98   iFT  0.99997906   +0 28 13.6
 DU2047;UTM  12      - 3,673,819.538   494,628.465   MT  0.99960036   -0 01 53.6
 DU2047
 DU2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2047!SPC AZ C     -   0.99982445  x   0.99997906  =   0.99980351
 DU2047!UTM  12      -   0.99982445  x   0.99960036  =   0.99942488
 DU2047
 DU2047:                Primary Azimuth Mark                     Grid Az
 DU2047:SPC AZ C     -  GRANITE MOUNTAIN                         147 14 55.7
 DU2047:UTM  12      -  GRANITE MOUNTAIN                         147 45 02.9
 DU2047
 DU2047|---------------------------------------------------------------------|
 DU2047| PID    Reference Object                     Distance      Geod. Az  |
 DU2047|                                                           dddmmss.s |
 DU2047| DU2048 GRANITE MOUNTAIN                    APPROX. 5.4 KM 1474309.3 |
 DU2047| CR5415 3761 RM 1                             1.752 METERS 23416     |
 DU2047| CR5416 3761 RM 2                             3.032 METERS 29650     |
 DU2047|---------------------------------------------------------------------|
 DU2047
 DU2047                          SUPERSEDED SURVEY CONTROL
 DU2047
 DU2047  NAD 83(1986)-  33 12 11.64287(N)    111 03 27.48200(W) AD(       ) 3
 DU2047  NAD 27      -  33 12 11.43920(N)    111 03 25.07301(W) AD(       ) 3
 DU2047  NGVD 29 (07/19/86) 1146.15   (m)         3760.3    (f) LEVELING    3  
 DU2047
 DU2047.Superseded values are not recommended for survey control.
 DU2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2047.See file dsdata.txt to determine how the superseded data were derived.
 DU2047
 DU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9462873820(NAD 83)
 DU2047_MARKER: DB = BENCH MARK DISK
 DU2047_SETTING: 66 = SET IN ROCK OUTCROP
 DU2047_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2047
 DU2047  HISTORY     - Date     Condition        Report By
 DU2047  HISTORY     - 1936     MONUMENTED       USGS
 DU2047  HISTORY     - 1946     GOOD             USGS
 DU2047  HISTORY     - 1963     GOOD             USGS
 DU2047
 DU2047                          STATION DESCRIPTION
 DU2047
 DU2047'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 DU2047'ABOUT 6.8 MILES NORTH AND WEST ON THE SUPERIOR-RAY HIGHWAY FROM
 DU2047'THE POST OFFICE IN RAY, AT THE PASS OVER THE SUMMIT OF AN EAST
 DU2047'AND WEST RIDGE, THIS BEING THE HIGHEST POINT ON THE ROAD BETWEEN
 DU2047'RAY AND SUPERIOR, AND 30 FEET WEST OF THE CENTER LINE OF THE
 DU2047'ROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DU2047'STAMPED 3761 SET IN BEDROCK, FLUSH WITH THE GROUND.  THE
 DU2047'SOUTHEAST CORNER OF THE SOUTHEAST LEG OF A STEEL TRANSMISSION
 DU2047'TOWER IS 1.722 METERS (5.65 FEET) FROM STATION
 DU2047'S 43 DEG 53 MIN W.  AND THE NORTHEAST CORNER OF THE NORTHEAST LEG
 DU2047'OF THE TOWER IS 2.980 METERS (9.78 FEET) FROM STATION
 DU2047
 DU2047                          STATION RECOVERY (1946)
 DU2047
 DU2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2047'RECOVERED IN GOOD CONDITION.
 DU2047
 DU2047                          STATION RECOVERY (1963)
 DU2047
 DU2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2047'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 DU2047'
 DU2047'TO REACH FROM SUPERIOR POST OFFICE, GO 8.6 MI S. ALONG STATE HWY.
 DU2047'177.  ON WEST SIDE OF HWY. NEAR TOP OF 30-FT. CUT ON RIDGE, NEAR
 DU2047'BASE OF STEEL TRANSMISSION TOWER, 1.6 FT. N. AND 6 FT. E. OF
 DU2047'SOUTHEAST LEG OF TOWER.
 DU2047'
 DU2047'STATION MARK--STANDARD TABLET STAMPED---3761 PHNX---, CEMENTED IN
 DU2047'BEDROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0190 ***********************************************************************
 ET0190  DESIGNATION -  3762
 ET0190  PID         -  ET0190
 ET0190  STATE/COUNTY-  AZ/YAVAPAI
 ET0190  USGS QUAD   -  CLEATOR (1974)
 ET0190
 ET0190                         *CURRENT SURVEY CONTROL
 ET0190  ___________________________________________________________________
 ET0190* NAD 83(1986)-  34 18 11.     (N)    112 09 59.     (W)     SCALED    
 ET0190* NAVD 88     -      1150.14   (+/-2cm)    3773.4    (feet)  VERTCON   
 ET0190  ___________________________________________________________________
 ET0190  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ET0190
 ET0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0190
 ET0190.The horizontal coordinates were scaled from a topographic map and have
 ET0190.an estimated accuracy of +/- 6 seconds.
 ET0190
 ET0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0190.The vertical order pertains to the NGVD 29 superseded value.
 ET0190
 ET0190.The geoid height was determined by GEOID03.
 ET0190
 ET0190;                    North         East    Units  Estimated Accuracy
 ET0190;SPC AZ C     -   366,300.      190,370.      MT  (+/- 180 meters Scaled)
 ET0190
 ET0190                          SUPERSEDED SURVEY CONTROL
 ET0190
 ET0190  NGVD 29 (??/??/92) 1149.435  (m)         3771.10   (f) ADJ UNCH    2 0
 ET0190
 ET0190.Superseded values are not recommended for survey control.
 ET0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0190.See file dsdata.txt to determine how the superseded data were derived.
 ET0190
 ET0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC926963(NAD 83)
 ET0190_MARKER: P = PIPE CAP
 ET0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0190_STAMPING: 3762 PRSCT
 ET0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0190
 ET0190  HISTORY     - Date     Condition        Report By
 ET0190  HISTORY     - UNK      MONUMENTED       USGS
 ET0190  HISTORY     - 1952     GOOD             NGS
 ET0190
 ET0190                          STATION DESCRIPTION
 ET0190
 ET0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0190'IN CORDES.
 ET0190'AT CORDES, ON THE OLD BLACK CANYON ROAD, 0.2 MILE WEST OF THE MAIN
 ET0190'ENTRANCE TO THE CORDES AIRPORT, 176 FEET SOUTH OF THE T JUNCTION OF
 ET0190'BLOODY BASIN ROAD, AT A DIRT ROADWAY LEADING EAST TO A RANCH HOUSE,
 ET0190'115. 1/2 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE BRIDGE OVER
 ET0190'ANTELOPE CREEK, 46.5 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 ET0190'FOUNDATION OF THE CORDES GENERAL STORE, 24 FEET EAST OF THE CENTER
 ET0190'LINE OF AND ABOUT LEVEL WITH THE OLD BLACK CANYON ROAD, 17 FEET SOUTH
 ET0190'OF THE CENTERLINE OF A DIRT ROAD TO THE RANCH HOUSE, 10.9 FEET NORTH
 ET0190'OF THE NORTH END OF A LONG GUARD RAIL, AND RIVETED ON TOP OF A 3-INCH
 ET0190'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0224 ***********************************************************************
 ET0224  DESIGNATION -  3768
 ET0224  PID         -  ET0224
 ET0224  STATE/COUNTY-  AZ/YAVAPAI
 ET0224  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0224
 ET0224                         *CURRENT SURVEY CONTROL
 ET0224  ___________________________________________________________________
 ET0224* NAD 83(1986)-  34 20 38.     (N)    112 07 03.     (W)     SCALED    
 ET0224* NAVD 88     -      1149.36   (+/-2cm)    3770.9    (feet)  VERTCON   
 ET0224  ___________________________________________________________________
 ET0224  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 ET0224
 ET0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0224
 ET0224.The horizontal coordinates were scaled from a topographic map and have
 ET0224.an estimated accuracy of +/- 6 seconds.
 ET0224
 ET0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0224.The vertical order pertains to the NGVD 29 superseded value.
 ET0224
 ET0224.The geoid height was determined by GEOID03.
 ET0224
 ET0224;                    North         East    Units  Estimated Accuracy
 ET0224;SPC AZ C     -   370,810.      194,880.      MT  (+/- 180 meters Scaled)
 ET0224
 ET0224                          SUPERSEDED SURVEY CONTROL
 ET0224
 ET0224  NGVD 29 (??/??/92) 1148.670  (m)         3768.59   (f) ADJ UNCH    2 0
 ET0224
 ET0224.Superseded values are not recommended for survey control.
 ET0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0224.See file dsdata.txt to determine how the superseded data were derived.
 ET0224
 ET0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD972008(NAD 83)
 ET0224_MARKER: DD = SURVEY DISK
 ET0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0224_SP_SET: BRIDGE
 ET0224_STAMPING: 3768.39
 ET0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0224
 ET0224  HISTORY     - Date     Condition        Report By
 ET0224  HISTORY     - UNK      MONUMENTED       AZDT
 ET0224  HISTORY     - 1958     GOOD             NGS
 ET0224  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0224
 ET0224                          STATION DESCRIPTION
 ET0224
 ET0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0224'21.0 MI N FROM BLACK CANYON.
 ET0224'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0224'CANYON, THENCE 1.3 MILE NORTH ALONG STATE HIGHWAY 79, 0.3 MILE SOUTH
 ET0224'OF MILES POST NUMBER 264, 21 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ET0224'79, CEMENTED IN THE EAST HEADWALL OF A CONCRETE BRIDGE.
 ET0224
 ET0224                          STATION RECOVERY (1974)
 ET0224
 ET0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0218 ***********************************************************************
 ET0218  DESIGNATION -  3772
 ET0218  PID         -  ET0218
 ET0218  STATE/COUNTY-  AZ/YAVAPAI
 ET0218  USGS QUAD   -  ESTLER PEAK (1974)
 ET0218
 ET0218                         *CURRENT SURVEY CONTROL
 ET0218  ___________________________________________________________________
 ET0218* NAD 83(1986)-  34 23 06.     (N)    112 05 26.     (W)     SCALED    
 ET0218* NAVD 88     -      1150.49   (+/-2cm)    3774.6    (feet)  VERTCON   
 ET0218  ___________________________________________________________________
 ET0218  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0218
 ET0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0218
 ET0218.The horizontal coordinates were scaled from a topographic map and have
 ET0218.an estimated accuracy of +/- 6 seconds.
 ET0218
 ET0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0218.The vertical order pertains to the NGVD 29 superseded value.
 ET0218
 ET0218.The geoid height was determined by GEOID03.
 ET0218
 ET0218;                    North         East    Units  Estimated Accuracy
 ET0218;SPC AZ C     -   375,370.      197,370.      MT  (+/- 180 meters Scaled)
 ET0218
 ET0218                          SUPERSEDED SURVEY CONTROL
 ET0218
 ET0218  NGVD 29 (??/??/92) 1149.798  (m)         3772.30   (f) ADJ UNCH    2 0
 ET0218
 ET0218.Superseded values are not recommended for survey control.
 ET0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0218.See file dsdata.txt to determine how the superseded data were derived.
 ET0218
 ET0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD997053(NAD 83)
 ET0218_MARKER: DD = SURVEY DISK
 ET0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0218_SP_SET: BRIDGE
 ET0218_STAMPING: 3772.15
 ET0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0218
 ET0218  HISTORY     - Date     Condition        Report By
 ET0218  HISTORY     - UNK      MONUMENTED       AZDT
 ET0218  HISTORY     - 1958     GOOD             NGS
 ET0218  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0218
 ET0218                          STATION DESCRIPTION
 ET0218
 ET0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0218'24.6 MI N FROM BLACK CANYON.
 ET0218'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0218'CANYON, THENCE 4.9 MILES NORTH ALONG STATE HIGHWAY 79, 0.2 MILE NORTH
 ET0218'OF MILE POST NUMBER 267, 25 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0218'CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A LARGE CONCRETE
 ET0218'BRIDGE.
 ET0218
 ET0218                          STATION RECOVERY (1974)
 ET0218
 ET0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0218'THE BRIDGE WAS REMOVED WHEN STATE HIGHWAY 69 WAS CONVERTED TO
 ET0218'INTERSTATE 17 SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0013 ***********************************************************************
 CG0013  DESIGNATION -  3784
 CG0013  PID         -  CG0013
 CG0013  STATE/COUNTY-  AZ/COCHISE
 CG0013  USGS QUAD   -  BENSON (1983)
 CG0013
 CG0013                         *CURRENT SURVEY CONTROL
 CG0013  ___________________________________________________________________
 CG0013* NAD 83(1986)-  31 59 25.     (N)    110 20 20.     (W)     SCALED    
 CG0013* NAVD 88     -      1157.57   (+/-2cm)    3797.8    (feet)  VERTCON   
 CG0013  ___________________________________________________________________
 CG0013  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0013
 CG0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0013
 CG0013.The horizontal coordinates were scaled from a topographic map and have
 CG0013.an estimated accuracy of +/- 6 seconds.
 CG0013
 CG0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0013.The vertical order pertains to the NGVD 29 superseded value.
 CG0013
 CG0013.The geoid height was determined by GEOID03.
 CG0013
 CG0013;                    North         East    Units  Estimated Accuracy
 CG0013;SPC AZ E     -   109,800.      197,090.      MT  (+/- 180 meters Scaled)
 CG0013
 CG0013                          SUPERSEDED SURVEY CONTROL
 CG0013
 CG0013  NGVD 29 (??/??/92) 1156.778  (m)         3795.20   (f) ADJ UNCH    1 2
 CG0013
 CG0013.Superseded values are not recommended for survey control.
 CG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0013.See file dsdata.txt to determine how the superseded data were derived.
 CG0013
 CG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA624395(NAD 83)
 CG0013_MARKER: P = PIPE CAP
 CG0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0013_STAMPING: 3784 NOGLS 181H 1907
 CG0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0013
 CG0013  HISTORY     - Date     Condition        Report By
 CG0013  HISTORY     - 1907     MONUMENTED       USGS
 CG0013  HISTORY     - 1952     GOOD             NGS
 CG0013
 CG0013                          STATION DESCRIPTION
 CG0013
 CG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0013'3.2 MI NW FROM BENSON.
 CG0013'3.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0013'STATION AT BENSON, 2 POLES EAST OF A POLE WITH 3 WHITE PAINTED RINGS,
 CG0013'320 FEET EAST OF THE EAST END OF A CONCRETE ARCH BRIDGE, ON THE SOUTH
 CG0013'BANK OF A LOW CULVERT, 3 1/2 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 CG0013'SOUTH-MOST WIRE OF A TELEPHONE LINE, 51.5 FEET NORTH OF THE SOUTH
 CG0013'RIGHT-OF-WAY FENCE, 46.5 FEET SOUTH OF THE SOUTH RAIL, 33.2 FEET WEST
 CG0013'OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 4
 CG0013'FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 CG0013'PIPE PROJECTING 1.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0214 ***********************************************************************
 ET0214  DESIGNATION -  3792.86
 ET0214  PID         -  ET0214
 ET0214  STATE/COUNTY-  AZ/YAVAPAI
 ET0214  USGS QUAD   -  ESTLER PEAK (1974)
 ET0214
 ET0214                         *CURRENT SURVEY CONTROL
 ET0214  ___________________________________________________________________
 ET0214* NAD 83(1986)-  34 24 22.     (N)    112 04 20.     (W)     SCALED    
 ET0214* NAVD 88     -      1156.87   (+/-2cm)    3795.5    (feet)  VERTCON   
 ET0214  ___________________________________________________________________
 ET0214  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ET0214
 ET0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0214
 ET0214.The horizontal coordinates were scaled from a topographic map and have
 ET0214.an estimated accuracy of +/- 6 seconds.
 ET0214
 ET0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0214.The vertical order pertains to the NGVD 29 superseded value.
 ET0214
 ET0214.The geoid height was determined by GEOID03.
 ET0214
 ET0214;                    North         East    Units  Estimated Accuracy
 ET0214;SPC AZ C     -   377,710.      199,060.      MT  (+/- 180 meters Scaled)
 ET0214
 ET0214                          SUPERSEDED SURVEY CONTROL
 ET0214
 ET0214  NGVD 29 (??/??/92) 1156.161  (m)         3793.17   (f) ADJ UNCH    2 0
 ET0214
 ET0214.Superseded values are not recommended for survey control.
 ET0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0214.See file dsdata.txt to determine how the superseded data were derived.
 ET0214
 ET0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD014077(NAD 83)
 ET0214_MARKER: DD = SURVEY DISK
 ET0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0214_SP_SET: ABUTMENT
 ET0214_STAMPING: 3792.86 1953
 ET0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0214
 ET0214  HISTORY     - Date     Condition        Report By
 ET0214  HISTORY     - 1953     MONUMENTED       AZDT
 ET0214  HISTORY     - 1959     GOOD             NGS
 ET0214
 ET0214                          STATION DESCRIPTION
 ET0214
 ET0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0214'20.0 MI SW FROM CAMP VERDE.
 ET0214'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0214'OFFICE IN CAMP VERDE, THENCE 16.9 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0214'0.3 MILE NORTH OF THE ROAD LEADING TO ORME RANCH SCHOOL, 54 FEET NORTH
 ET0214'OF MILEPOST 269, 4.5 FEET NORTH OF THE SOUTH END OF THE EAST ABUTMENT
 ET0214'OF A LARGE CONCRETE BRIDGE OVER A LARGE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1586 ***********************************************************************
 DV1586  DESIGNATION -  38 A
 DV1586  PID         -  DV1586
 DV1586  STATE/COUNTY-  AZ/LA PAZ
 DV1586  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1586
 DV1586                         *CURRENT SURVEY CONTROL
 DV1586  ___________________________________________________________________
 DV1586* NAD 83(1986)-  33 34 10.     (N)    113 21 39.     (W)     SCALED    
 DV1586* NAVD 88     -       417.96   (+/-2cm)    1371.3    (feet)  VERTCON   
 DV1586  ___________________________________________________________________
 DV1586  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1586
 DV1586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1586
 DV1586.The horizontal coordinates were scaled from a topographic map and have
 DV1586.an estimated accuracy of +/- 6 seconds.
 DV1586
 DV1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1586.The vertical order pertains to the NGVD 29 superseded value.
 DV1586
 DV1586.The geoid height was determined by GEOID03.
 DV1586
 DV1586;                    North         East    Units  Estimated Accuracy
 DV1586;SPC AZ W     -   284,980.      249,490.      MT  (+/- 180 meters Scaled)
 DV1586
 DV1586                          SUPERSEDED SURVEY CONTROL
 DV1586
 DV1586  NGVD 29 (??/??/92)  417.295  (m)         1369.08   (f) ADJ UNCH    2 0
 DV1586
 DV1586.Superseded values are not recommended for survey control.
 DV1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1586.See file dsdata.txt to determine how the superseded data were derived.
 DV1586
 DV1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC808169(NAD 83)
 DV1586_MARKER: DD = SURVEY DISK
 DV1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1586_STAMPING: 38 A 1962
 DV1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1586+STABILITY: SURFACE MOTION
 DV1586
 DV1586  HISTORY     - Date     Condition        Report By
 DV1586  HISTORY     - 1962     MONUMENTED       AZHD
 DV1586
 DV1586                          STATION DESCRIPTION
 DV1586
 DV1586'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1586'24.7 MI SE FROM SALOME.
 DV1586'0.5 MILE EAST-SOUTHEAST OF J 413 38, AN ARIZONA HIGHWAY DEPARTMENT
 DV1586'DISK STAMPED 38 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1586'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1586'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0787 ***********************************************************************
 DA0787  DESIGNATION -  38 GWM
 DA0787  PID         -  DA0787
 DA0787  STATE/COUNTY-  AZ/MARICOPA
 DA0787  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0787
 DA0787                         *CURRENT SURVEY CONTROL
 DA0787  ___________________________________________________________________
 DA0787* NAD 83(1986)-  32 33 12.     (N)    113 16 28.     (W)     SCALED    
 DA0787* NAVD 88     -       214.83   (+/-2cm)     704.8    (feet)  VERTCON   
 DA0787  ___________________________________________________________________
 DA0787  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DA0787
 DA0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0787
 DA0787.The horizontal coordinates were scaled from a topographic map and have
 DA0787.an estimated accuracy of +/- 6 seconds.
 DA0787
 DA0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0787.The vertical order pertains to the NGVD 29 superseded value.
 DA0787
 DA0787.The geoid height was determined by GEOID03.
 DA0787
 DA0787;                    North         East    Units  Estimated Accuracy
 DA0787;SPC AZ C     -   173,030.       85,840.      MT  (+/- 180 meters Scaled)
 DA0787
 DA0787                          SUPERSEDED SURVEY CONTROL
 DA0787
 DA0787  NGVD 29 (??/??/92)  214.207  (m)          702.78   (f) ADJ UNCH    2 0
 DA0787
 DA0787.Superseded values are not recommended for survey control.
 DA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0787.See file dsdata.txt to determine how the superseded data were derived.
 DA0787
 DA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864040(NAD 83)
 DA0787_MARKER: DD = SURVEY DISK
 DA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0787_STAMPING: 38 GWM 1948 703
 DA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0787+STABILITY: SURFACE MOTION
 DA0787
 DA0787  HISTORY     - Date     Condition        Report By
 DA0787  HISTORY     - 1948     MONUMENTED       USGS
 DA0787  HISTORY     - 1962     GOOD             NGS
 DA0787
 DA0787                          STATION DESCRIPTION
 DA0787
 DA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0787'3.7 MI N FROM TONY TANK.
 DA0787'ABOUT 3.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0787'TONY TANK, 1.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0787'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 36 FEET EAST OF THE CENTER
 DA0787'LINE OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0787'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0787'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0630 ***********************************************************************
 FP0630  DESIGNATION -  38 HLS
 FP0630  PID         -  FP0630
 FP0630  STATE/COUNTY-  AZ/APACHE
 FP0630  USGS QUAD   -  GANADO (1973)
 FP0630
 FP0630                         *CURRENT SURVEY CONTROL
 FP0630  ___________________________________________________________________
 FP0630* NAD 83(1986)-  35 40 38.     (N)    109 32 57.     (W)     SCALED    
 FP0630* NAVD 88     -      2053.530  (meters)    6737.29   (feet)  ADJUSTED  
 FP0630  ___________________________________________________________________
 FP0630  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0630  DYNAMIC HT  -        2050.719 (meters)    6728.07  (feet)  COMP
 FP0630  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 FP0630
 FP0630  VERT ORDER  -  SECOND    CLASS II
 FP0630
 FP0630.The horizontal coordinates were scaled from a topographic map and have
 FP0630.an estimated accuracy of +/- 6 seconds.
 FP0630
 FP0630.The orthometric height was determined by differential leveling
 FP0630.and adjusted by the National Geodetic Survey in June 1991..
 FP0630
 FP0630.The geoid height was determined by GEOID03.
 FP0630
 FP0630.The dynamic height is computed by dividing the NAVD 88
 FP0630.geopotential number by the normal gravity value computed on the
 FP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0630.degrees latitude (g = 980.6199 gals.).
 FP0630
 FP0630.The modeled gravity was interpolated from observed gravity values.
 FP0630
 FP0630;                    North         East    Units  Estimated Accuracy
 FP0630;SPC AZ E     -   518,880.      269,260.      MT  (+/- 180 meters Scaled)
 FP0630
 FP0630                          SUPERSEDED SURVEY CONTROL
 FP0630
 FP0630  NGVD 29 (??/??/92) 2052.55   (m)         6734.1    (f) COMPUTED    2 2
 FP0630
 FP0630.Superseded values are not recommended for survey control.
 FP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0630.See file dsdata.txt to determine how the superseded data were derived.
 FP0630
 FP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE312491(NAD 83)
 FP0630_MARKER: DB = BENCH MARK DISK
 FP0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0630_SP_SET: COPPER-CLAD STEEL ROD
 FP0630_STAMPING: 38 HLS 1970 6734
 FP0630_MARK LOGO: USGS  
 FP0630_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0630+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0630
 FP0630  HISTORY     - Date     Condition        Report By
 FP0630  HISTORY     - 1970     MONUMENTED       USGS
 FP0630
 FP0630                          STATION DESCRIPTION
 FP0630
 FP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0630'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 2.4 MILES SOUTH
 FP0630'ALONG STATE HIGHWAY 63 TO A CROSSROAD, 78 FEET NORTH OF THE
 FP0630'CROSSROAD, 58 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0630'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0630'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0828 ***********************************************************************
 FQ0828  DESIGNATION -  38 KBC
 FQ0828  PID         -  FQ0828
 FQ0828  STATE/COUNTY-  AZ/COCONINO
 FQ0828  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0828
 FQ0828                         *CURRENT SURVEY CONTROL
 FQ0828  ___________________________________________________________________
 FQ0828* NAD 83(1986)-  35 33 28.     (N)    111 12 46.     (W)     SCALED    
 FQ0828* NAVD 88     -      1369.235  (meters)    4492.23   (feet)  POSTED    
 FQ0828  ___________________________________________________________________
 FQ0828  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0828  DYNAMIC HT  -        1367.500 (meters)    4486.54  (feet)  COMP
 FQ0828  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 FQ0828
 FQ0828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0828
 FQ0828.The horizontal coordinates were scaled from a topographic map and have
 FQ0828.an estimated accuracy of +/- 6 seconds.
 FQ0828
 FQ0828.The orthometric height was determined by differential leveling
 FQ0828.and adjusted by the National Geodetic Survey in 1992..
 FQ0828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0828.rate of 0.0 thru 1.0 mm/km.
 FQ0828
 FQ0828.The geoid height was determined by GEOID03.
 FQ0828
 FQ0828.The dynamic height is computed by dividing the NAVD 88
 FQ0828.geopotential number by the normal gravity value computed on the
 FQ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0828.degrees latitude (g = 980.6199 gals.).
 FQ0828
 FQ0828.The modeled gravity was interpolated from observed gravity values.
 FQ0828
 FQ0828;                    North         East    Units  Estimated Accuracy
 FQ0828;SPC AZ C     -   505,680.      277,170.      MT  (+/- 180 meters Scaled)
 FQ0828
 FQ0828                          SUPERSEDED SURVEY CONTROL
 FQ0828
 FQ0828.No superseded survey control is available for this station.
 FQ0828
 FQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE807349(NAD 83)
 FQ0828_MARKER: DB = BENCH MARK DISK
 FQ0828_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0828_SP_SET: COPPER-CLAD STEEL ROD
 FQ0828_STAMPING: 38 BKC 1968
 FQ0828_MARK LOGO: USGS  
 FQ0828_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0828+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0828
 FQ0828  HISTORY     - Date     Condition        Report By
 FQ0828  HISTORY     - 1968     MONUMENTED       USGS
 FQ0828
 FQ0828                          STATION DESCRIPTION
 FQ0828
 FQ0828'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0828'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0828'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0828'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0828'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0828'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0828'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0828'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0828'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 3.4 MILES, 37
 FQ0828'FEET SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0828'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1835 ***********************************************************************
 DV1835  DESIGNATION -  38 WF
 DV1835  PID         -  DV1835
 DV1835  STATE/COUNTY-  AZ/MARICOPA
 DV1835  USGS QUAD   -  COTTON CENTER NW (1973)
 DV1835
 DV1835                         *CURRENT SURVEY CONTROL
 DV1835  ___________________________________________________________________
 DV1835* NAD 83(1992)-  33 13 35.89698(N)    112 40 45.69314(W)     ADJUSTED  
 DV1835* NAVD 88     -       266.59   (+/-2cm)     874.6    (feet)  VERTCON   
 DV1835  ___________________________________________________________________
 DV1835  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DV1835  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1835
 DV1835  HORZ ORDER  -  THIRD
 DV1835  VERT ORDER  -  THIRD ? (See Below)
 DV1835
 DV1835.The horizontal coordinates were established by classical geodetic methods
 DV1835.and adjusted by the National Geodetic Survey in August 1993..
 DV1835
 DV1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1835.The vertical order pertains to the NGVD 29 superseded value.
 DV1835
 DV1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1835
 DV1835.The geoid height was determined by GEOID03.
 DV1835
 DV1835;                    North         East     Units Scale Factor Converg.
 DV1835;SPC AZ C     -   247,143.922   142,272.981   MT  0.99996228   -0 25 04.6
 DV1835;SPC AZ C     -   810,839.64    466,774.87   iFT  0.99996228   -0 25 04.6
 DV1835;UTM  12      - 3,677,669.366   343,514.551   MT  0.99990192   -0 55 13.4
 DV1835
 DV1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1835!SPC AZ C     -   0.99996302  x   0.99996228  =   0.99992530
 DV1835!UTM  12      -   0.99996302  x   0.99990192  =   0.99986494
 DV1835
 DV1835:                Primary Azimuth Mark                     Grid Az
 DV1835:SPC AZ C     -  TWIN                                     026 41 28.0
 DV1835:UTM  12      -  TWIN                                     027 11 36.8
 DV1835
 DV1835|---------------------------------------------------------------------|
 DV1835| PID    Reference Object                     Distance      Geod. Az  |
 DV1835|                                                           dddmmss.s |
 DV1835| DV2145 TWIN                                APPROX. 4.7 KM 0261623.4 |
 DV1835|---------------------------------------------------------------------|
 DV1835
 DV1835                          SUPERSEDED SURVEY CONTROL
 DV1835
 DV1835  NAD 83(1986)-  33 13 35.88954(N)    112 40 45.69919(W) AD(       ) 3
 DV1835  NGVD 29 (12/08/88)  265.94   (m)          872.5    (f) LEVELING    3  
 DV1835
 DV1835.Superseded values are not recommended for survey control.
 DV1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1835.See file dsdata.txt to determine how the superseded data were derived.
 DV1835
 DV1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4351577669(NAD 83)
 DV1835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1835_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1835
 DV1835  HISTORY     - Date     Condition        Report By
 DV1835  HISTORY     - UNK      MONUMENTED
 DV1835  HISTORY     - 1973     GOOD             USGS
 DV1835
 DV1835                          STATION DESCRIPTION
 DV1835
 DV1835'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DV1835'DESCRIBED IN USGS LEVEL LINE.
 DV1835'
 DV1835'NO LOCATED GIVEN.
 DV1835'
 DV1835'TO REACH FROM VALLEY NATIONAL BANK IN BUCKEYE, GO 12.0 MI S. ON
 DV1835'U.S. HWY. 80 TO X-RD. ALONG GAS LINE.  TURN RIGHT 2.15 MI TO
 DV1835'STATION 90 FT S. OF CENTERLINE OF RD. AND 90 FT SE. OF VALVE
 DV1835'STATION.
 DV1835'
 DV1835'STATION MARK--STANDARD BM TABLET STAMPED---38 WF 1948 872---,
 DV1835'CEMENTED IN 10-INCH ROUND CONCRETE POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0797 ***********************************************************************
 DW0797  DESIGNATION -  380+1360
 DW0797  PID         -  DW0797
 DW0797  STATE/COUNTY-  AZ/LA PAZ
 DW0797  USGS QUAD   -  LA PAZ MTN (1970)
 DW0797
 DW0797                         *CURRENT SURVEY CONTROL
 DW0797  ___________________________________________________________________
 DW0797* NAD 83(1986)-  33 37 55.     (N)    114 24 30.     (W)     SCALED    
 DW0797* NAVD 88     -       249.50   (+/-2cm)     818.6    (feet)  VERTCON   
 DW0797  ___________________________________________________________________
 DW0797  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DW0797
 DW0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0797
 DW0797.The horizontal coordinates were scaled from a topographic map and have
 DW0797.an estimated accuracy of +/- 6 seconds.
 DW0797
 DW0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0797.The vertical order pertains to the NGVD 29 superseded value.
 DW0797
 DW0797.The geoid height was determined by GEOID03.
 DW0797
 DW0797;                    North         East    Units  Estimated Accuracy
 DW0797;SPC AZ W     -   292,040.      152,280.      MT  (+/- 180 meters Scaled)
 DW0797
 DW0797                          SUPERSEDED SURVEY CONTROL
 DW0797
 DW0797  NGVD 29 (??/??/??)  248.806  (m)          816.29   (f) ADJUSTED    2 0
 DW0797
 DW0797.Superseded values are not recommended for survey control.
 DW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0797.See file dsdata.txt to determine how the superseded data were derived.
 DW0797
 DW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT403243(NAD 83)
 DW0797_MARKER: DD = SURVEY DISK
 DW0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0797_STAMPING: 380+1360+200 1949
 DW0797_MARK LOGO: AZHD  
 DW0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0797+STABILITY: SURFACE MOTION
 DW0797
 DW0797  HISTORY     - Date     Condition        Report By
 DW0797  HISTORY     - 1949     MONUMENTED       AZHD
 DW0797  HISTORY     - 1962     GOOD             NGS
 DW0797  HISTORY     - 1965     GOOD             AMS
 DW0797  HISTORY     - 1981     POOR             NGS
 DW0797
 DW0797                          STATION DESCRIPTION
 DW0797
 DW0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0797'7.7 MI E FROM EHRENBERG.
 DW0797'ABOUT 7.6 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0797'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0797'0.1 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 60, 0.05 MILE SOUTH OF
 DW0797'THE OLD HIGHWAY, 203 FEET NORTH OF THE NEW HIGHWAY, 68 FEET
 DW0797'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE BUILDING,
 DW0797'1.9 FEET EAST OF A RIGHT OF WAY MARKER, 2.3 FEET WEST OF A METAL
 DW0797'WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY,
 DW0797'AN A.H.D. DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DW0797'GROUND.
 DW0797
 DW0797                          STATION RECOVERY (1965)
 DW0797
 DW0797'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0797'RECOVERED IN GOOD CONDITION.
 DW0797
 DW0797                          STATION RECOVERY (1981)
 DW0797
 DW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0797'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0232 ***********************************************************************
 ET0232  DESIGNATION -  3816
 ET0232  PID         -  ET0232
 ET0232  STATE/COUNTY-  AZ/YAVAPAI
 ET0232  USGS QUAD   -  CLEATOR (1974)
 ET0232
 ET0232                         *CURRENT SURVEY CONTROL
 ET0232  ___________________________________________________________________
 ET0232* NAD 83(1986)-  34 17 53.     (N)    112 07 34.     (W)     SCALED    
 ET0232* NAVD 88     -      1163.92   (+/-2cm)    3818.6    (feet)  VERTCON   
 ET0232  ___________________________________________________________________
 ET0232  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 ET0232
 ET0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0232
 ET0232.The horizontal coordinates were scaled from a topographic map and have
 ET0232.an estimated accuracy of +/- 6 seconds.
 ET0232
 ET0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0232.The vertical order pertains to the NGVD 29 superseded value.
 ET0232
 ET0232.The geoid height was determined by GEOID03.
 ET0232
 ET0232;                    North         East    Units  Estimated Accuracy
 ET0232;SPC AZ C     -   365,730.      194,080.      MT  (+/- 180 meters Scaled)
 ET0232
 ET0232                          SUPERSEDED SURVEY CONTROL
 ET0232
 ET0232  NGVD 29 (??/??/92) 1163.235  (m)         3816.38   (f) ADJ UNCH    2 0
 ET0232
 ET0232.Superseded values are not recommended for survey control.
 ET0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0232.See file dsdata.txt to determine how the superseded data were derived.
 ET0232
 ET0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963957(NAD 83)
 ET0232_MARKER: DZ = AZIMUTH MARK DISK
 ET0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0232_SP_SET: BRIDGE
 ET0232_STAMPING: 3816.30 3128.00 1950
 ET0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0232
 ET0232  HISTORY     - Date     Condition        Report By
 ET0232  HISTORY     - 1950     MONUMENTED       AZDT
 ET0232  HISTORY     - 1958     GOOD             NGS
 ET0232  HISTORY     - 1974     GOOD             USGS
 ET0232
 ET0232                          STATION DESCRIPTION
 ET0232
 ET0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0232'17.75 MI N FROM BLACK CANYON.
 ET0232'17.75 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0232'CANYON, 0.5 MILE SOUTH OF MILEPOST NUMBER 261, 27 FEET EAST OF THE
 ET0232'CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF
 ET0232'A CONCRETE BRIDGE.
 ET0232
 ET0232                          STATION RECOVERY (1974)
 ET0232
 ET0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0232'17.75 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0232'CANYON CITY, 0.5 MILE SOUTH OF MILEPOST NUMBER 261, 27 FEET EAST OF
 ET0232'THE CENTER OF THE NORTHBOUND LANES, CEMENTED IN THE CENTER OF THE
 ET0232'EAST HEADWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0322 ***********************************************************************
 DU0322  DESIGNATION -  384+00
 DU0322  PID         -  DU0322
 DU0322  STATE/COUNTY-  AZ/GILA
 DU0322  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0322
 DU0322                         *CURRENT SURVEY CONTROL
 DU0322  ___________________________________________________________________
 DU0322* NAD 83(1986)-  33 46 34.     (N)    110 30 17.     (W)     SCALED    
 DU0322* NAVD 88     -      1408.280  (meters)    4620.33   (feet)  ADJUSTED  
 DU0322  ___________________________________________________________________
 DU0322  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DU0322  DYNAMIC HT  -        1406.343 (meters)    4613.98  (feet)  COMP
 DU0322  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 DU0322
 DU0322  VERT ORDER  -  FIRST     CLASS II
 DU0322
 DU0322.The horizontal coordinates were scaled from a topographic map and have
 DU0322.an estimated accuracy of +/- 6 seconds.
 DU0322
 DU0322.The orthometric height was determined by differential leveling
 DU0322.and adjusted by the National Geodetic Survey in June 1991..
 DU0322
 DU0322.The geoid height was determined by GEOID03.
 DU0322
 DU0322.The dynamic height is computed by dividing the NAVD 88
 DU0322.geopotential number by the normal gravity value computed on the
 DU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0322.degrees latitude (g = 980.6199 gals.).
 DU0322
 DU0322.The modeled gravity was interpolated from observed gravity values.
 DU0322
 DU0322;                    North         East    Units  Estimated Accuracy
 DU0322;SPC AZ E     -   307,870.      182,050.      MT  (+/- 180 meters Scaled)
 DU0322
 DU0322                          SUPERSEDED SURVEY CONTROL
 DU0322
 DU0322  NGVD 29 (??/??/92) 1407.638  (m)         4618.23   (f) ADJ UNCH    1 2
 DU0322
 DU0322.Superseded values are not recommended for survey control.
 DU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0322.See file dsdata.txt to determine how the superseded data were derived.
 DU0322
 DU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC458374(NAD 83)
 DU0322_MARKER: DD = SURVEY DISK
 DU0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0322_SP_SET: CATTLE GUARD
 DU0322_STAMPING: 384+00 4229.38 60
 DU0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0322
 DU0322  HISTORY     - Date     Condition        Report By
 DU0322  HISTORY     - UNK      MONUMENTED       AZHD
 DU0322  HISTORY     - 1960     GOOD             NGS
 DU0322  HISTORY     - 1979     GOOD             NGS
 DU0322
 DU0322                          STATION DESCRIPTION
 DU0322
 DU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0322'1.7 MI N FROM SENECA.
 DU0322'ABOUT 1.7 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0322'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA IN THE
 DU0322'CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A CATTLE GUARD, 23
 DU0322'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 DU0322'THE LEVEL OF THE HIGHWAY.
 DU0322
 DU0322                          STATION RECOVERY (1979)
 DU0322
 DU0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0322'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0322'IN SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 289, SET IN
 DU0322'THE TOP OF THE WEST HEADWALL OF AN ABANDONED CATTLE GUARD, 23 FEET
 DU0322'WEST OF THE CENTERLINE OF THE HIGHWAY AND 12 FEET SOUTH OF THE SOUTH
 DU0322'END OF A STEEL GUARD RAIL.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0322'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0322'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0245 ***********************************************************************
 GP0245  DESIGNATION -  3844.58
 GP0245  PID         -  GP0245
 GP0245  STATE/COUNTY-  AZ/COCONINO
 GP0245  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0245
 GP0245                         *CURRENT SURVEY CONTROL
 GP0245  ___________________________________________________________________
 GP0245* NAD 83(1986)-  36 46 36.     (N)    111 41 47.     (W)     SCALED    
 GP0245* NAVD 88     -      1168.99   (+/-2cm)    3835.3    (feet)  VERTCON   
 GP0245  ___________________________________________________________________
 GP0245  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GP0245
 GP0245  VERT ORDER  -  ? (See Below)
 GP0245
 GP0245.The horizontal coordinates were scaled from a topographic map and have
 GP0245.an estimated accuracy of +/- 6 seconds.
 GP0245
 GP0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0245.The vertical order pertains to the NGVD 29 superseded value.
 GP0245
 GP0245.The geoid height was determined by GEOID03.
 GP0245
 GP0245;                    North         East    Units  Estimated Accuracy
 GP0245;SPC AZ C     -   640,710.      233,020.      MT  (+/- 180 meters Scaled)
 GP0245
 GP0245                          SUPERSEDED SURVEY CONTROL
 GP0245
 GP0245  NGVD 29 (??/??/92) 1168.097  (m)         3832.33   (f) ADJ UNCH    ?  
 GP0245
 GP0245.Superseded values are not recommended for survey control.
 GP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0245.See file dsdata.txt to determine how the superseded data were derived.
 GP0245
 GP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF378703(NAD 83)
 GP0245_MARKER: DD = SURVEY DISK
 GP0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0245_SP_SET: CULVERT
 GP0245_STAMPING: 3844.58 270+81.6 1933
 GP0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0245
 GP0245  HISTORY     - Date     Condition        Report By
 GP0245  HISTORY     - 1933     MONUMENTED       AZHD
 GP0245  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0245
 GP0245                          STATION DESCRIPTION
 GP0245
 GP0245'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0245'4.6 MI SW FROM MARBLE CANYON.
 GP0245'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0245'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 4-FOOT CORRUGATED-IRON
 GP0245'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0245'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0245'3844.58 270+81.6 1933.
 GP0245
 GP0245                          STATION RECOVERY (1993)
 GP0245
 GP0245'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0325 ***********************************************************************
 ET0325  DESIGNATION -  3845
 ET0325  PID         -  ET0325
 ET0325  STATE/COUNTY-  AZ/YAVAPAI
 ET0325  USGS QUAD   -  HILLSIDE (1969)
 ET0325
 ET0325                         *CURRENT SURVEY CONTROL
 ET0325  ___________________________________________________________________
 ET0325* NAD 83(1986)-  34 25 01.     (N)    112 55 01.     (W)     SCALED    
 ET0325* NAVD 88     -      1175.254  (meters)    3855.81   (feet)  POSTED    
 ET0325  ___________________________________________________________________
 ET0325  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 ET0325  DYNAMIC HT  -        1173.750 (meters)    3850.88  (feet)  COMP
 ET0325  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 ET0325
 ET0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0325
 ET0325.The horizontal coordinates were scaled from a topographic map and have
 ET0325.an estimated accuracy of +/- 6 seconds.
 ET0325
 ET0325.The orthometric height was determined by differential leveling
 ET0325.and adjusted by the National Geodetic Survey in November 2005..
 ET0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0325.rate of 1.1 thru 2.0 mm/km.
 ET0325
 ET0325.The geoid height was determined by GEOID03.
 ET0325
 ET0325.The dynamic height is computed by dividing the NAVD 88
 ET0325.geopotential number by the normal gravity value computed on the
 ET0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0325.degrees latitude (g = 980.6199 gals.).
 ET0325
 ET0325.The modeled gravity was interpolated from observed gravity values.
 ET0325
 ET0325;                    North         East    Units  Estimated Accuracy
 ET0325;SPC AZ C     -   379,350.      121,410.      MT  (+/- 180 meters Scaled)
 ET0325
 ET0325                          SUPERSEDED SURVEY CONTROL
 ET0325
 ET0325  NGVD 29 (??/??/92) 1174.486  (m)         3853.29   (f) ADJ UNCH    1 2
 ET0325
 ET0325.Superseded values are not recommended for survey control.
 ET0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0325.See file dsdata.txt to determine how the superseded data were derived.
 ET0325
 ET0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD238100(NAD 83)
 ET0325_MARKER: P = PIPE CAP
 ET0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0325_STAMPING: 3845 PRSCT
 ET0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0325
 ET0325  HISTORY     - Date     Condition        Report By
 ET0325  HISTORY     - UNK      MONUMENTED       USGS
 ET0325  HISTORY     - 1950     GOOD             NGS
 ET0325
 ET0325                          STATION DESCRIPTION
 ET0325
 ET0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0325'IN HILLSIDE.
 ET0325'AT HILLSIDE, 8.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 ET0325'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 6.5 FEET SOUTHEAST OF
 ET0325'THE NORTHEAST CORNER, 20.7 FEET SOUTH OF THE SOUTH RAIL, AND RIVETED
 ET0325'ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE ASPHALT SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0134 ***********************************************************************
 CG0134  DESIGNATION -  3847
 CG0134  PID         -  CG0134
 CG0134  STATE/COUNTY-  AZ/COCHISE
 CG0134  USGS QUAD   -  FAIRBANK (1952)
 CG0134
 CG0134                         *CURRENT SURVEY CONTROL
 CG0134  ___________________________________________________________________
 CG0134* NAD 83(1986)-  31 43 20.     (N)    110 11 15.     (W)     SCALED    
 CG0134* NAVD 88     -      1177.03   (+/-2cm)    3861.6    (feet)  VERTCON   
 CG0134  ___________________________________________________________________
 CG0134  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0134
 CG0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0134
 CG0134.The horizontal coordinates were scaled from a topographic map and have
 CG0134.an estimated accuracy of +/- 6 seconds.
 CG0134
 CG0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0134.The vertical order pertains to the NGVD 29 superseded value.
 CG0134
 CG0134.The geoid height was determined by GEOID03.
 CG0134
 CG0134;                    North         East    Units  Estimated Accuracy
 CG0134;SPC AZ E     -    80,070.      211,390.      MT  (+/- 180 meters Scaled)
 CG0134
 CG0134                          SUPERSEDED SURVEY CONTROL
 CG0134
 CG0134  NGVD 29 (??/??/92) 1176.229  (m)         3859.01   (f) ADJ UNCH    2 0
 CG0134
 CG0134.Superseded values are not recommended for survey control.
 CG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0134.See file dsdata.txt to determine how the superseded data were derived.
 CG0134
 CG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA769099(NAD 83)
 CG0134_MARKER: DD = SURVEY DISK
 CG0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0134_SP_SET: TREE BASE
 CG0134_STAMPING: 3847
 CG0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0134
 CG0134  HISTORY     - Date     Condition        Report By
 CG0134  HISTORY     - UNK      MONUMENTED       USGS
 CG0134  HISTORY     - 1934     GOOD             NGS
 CG0134  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG0134
 CG0134                          STATION DESCRIPTION
 CG0134
 CG0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0134'IN FAIRBANK.
 CG0134'AT FAIRBANK, COCHISE COUNTY, 38 FEET NORTH OF THE CENTERLINE OF U. S.
 CG0134'HIGHWAY 80, 15 FEET EAST OF THE WEST CORNER OF AN OLD ADOBE HOUSE, AND
 CG0134'AT THE BASE OF A SMALL TREE.  A UNITED STATES GEOLOGICAL SURVEY
 CG0134'STANDARD CAP, STAMPED 3847 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 CG0134'PIPE.
 CG0134
 CG0134                          STATION RECOVERY (1998)
 CG0134
 CG0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0340 ***********************************************************************
 CY0340  DESIGNATION -  3847+00
 CY0340  PID         -  CY0340
 CY0340  STATE/COUNTY-  AZ/COCHISE
 CY0340  USGS QUAD   -  OLGA (1974)
 CY0340
 CY0340                         *CURRENT SURVEY CONTROL
 CY0340  ___________________________________________________________________
 CY0340* NAD 83(1986)-  32 17 38.     (N)    109 20 17.     (W)     SCALED    
 CY0340* NAVD 88     -      1102.933  (meters)    3618.54   (feet)  ADJUSTED  
 CY0340  ___________________________________________________________________
 CY0340  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0340  DYNAMIC HT  -        1101.309 (meters)    3613.21  (feet)  COMP
 CY0340  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 CY0340
 CY0340  VERT ORDER  -  FIRST     CLASS II
 CY0340
 CY0340.The horizontal coordinates were scaled from a topographic map and have
 CY0340.an estimated accuracy of +/- 6 seconds.
 CY0340
 CY0340.The orthometric height was determined by differential leveling
 CY0340.and adjusted by the National Geodetic Survey in June 1991..
 CY0340
 CY0340.The geoid height was determined by GEOID03.
 CY0340
 CY0340.The dynamic height is computed by dividing the NAVD 88
 CY0340.geopotential number by the normal gravity value computed on the
 CY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0340.degrees latitude (g = 980.6199 gals.).
 CY0340
 CY0340.The modeled gravity was interpolated from observed gravity values.
 CY0340
 CY0340;                    North         East    Units  Estimated Accuracy
 CY0340;SPC AZ E     -   143,750.      291,400.      MT  (+/- 180 meters Scaled)
 CY0340
 CY0340                          SUPERSEDED SURVEY CONTROL
 CY0340
 CY0340  NGVD 29 (??/??/92) 1102.223  (m)         3616.21   (f) ADJ UNCH    1 2
 CY0340
 CY0340.Superseded values are not recommended for survey control.
 CY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0340.See file dsdata.txt to determine how the superseded data were derived.
 CY0340
 CY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA564742(NAD 83)
 CY0340_MARKER: DD = SURVEY DISK
 CY0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0340_SP_SET: CULVERT
 CY0340_STAMPING: 3847-00 3616.87 1940
 CY0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0340
 CY0340  HISTORY     - Date     Condition        Report By
 CY0340  HISTORY     - 1940     MONUMENTED       AZHD
 CY0340  HISTORY     - 1960     GOOD             NGS
 CY0340  HISTORY     - 1979     GOOD             NGS
 CY0340
 CY0340                          STATION DESCRIPTION
 CY0340
 CY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0340'7.8 MI W FROM SAN SIMON.
 CY0340'7.8 MILES WEST OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON STATE
 CY0340'HIGHWAY 86-INTERSTATE HIGHWAY 10, 0.25 MILE EAST OF MILEPOST 360, 18
 CY0340'FEET SOUTH OF CENTER OF HIGHWAY, 0.5 FEET HIGHER THAN HIGHWAY, SET IN
 CY0340'SOUTH HEADWALL.
 CY0340
 CY0340                          STATION RECOVERY (1979)
 CY0340
 CY0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0340'11.3 KILOMETERS (7.0 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0340'SAN SIMON HIGH SCHOOL AT SAN SIMON, SET IN THE TOP AND CENTER OF THE
 CY0340'SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER THE OLD HIGHWAY, 3-1/2
 CY0340'TELEPHONE POLES EAST OF A RAILROAD BRIDGE, 5.7 METERS (18.5 FEET)
 CY0340'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2.1 METERS (7.2 FEET)
 CY0340'WEST OF THE EAST END OF THE HEADWALL.
 CY0340'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0541 ***********************************************************************
 CZ0541  DESIGNATION -  385+14.0
 CZ0541  PID         -  CZ0541
 CZ0541  STATE/COUNTY-  AZ/PIMA
 CZ0541  USGS QUAD   -  JAYNES (1992)
 CZ0541
 CZ0541                         *CURRENT SURVEY CONTROL
 CZ0541  ___________________________________________________________________
 CZ0541* NAD 83(1986)-  32 20 45.     (N)    111 04 18.     (W)     SCALED    
 CZ0541* NAVD 88     -       666.285  (meters)    2185.97   (feet)  ADJUSTED  
 CZ0541  ___________________________________________________________________
 CZ0541  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0541  DYNAMIC HT  -         665.387 (meters)    2183.02  (feet)  COMP
 CZ0541  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 CZ0541
 CZ0541  VERT ORDER  -  FIRST     CLASS II
 CZ0541
 CZ0541.The horizontal coordinates were scaled from a topographic map and have
 CZ0541.an estimated accuracy of +/- 6 seconds.
 CZ0541
 CZ0541.The orthometric height was determined by differential leveling
 CZ0541.and adjusted by the National Geodetic Survey in June 1991..
 CZ0541
 CZ0541.The geoid height was determined by GEOID03.
 CZ0541
 CZ0541.The dynamic height is computed by dividing the NAVD 88
 CZ0541.geopotential number by the normal gravity value computed on the
 CZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0541.degrees latitude (g = 980.6199 gals.).
 CZ0541
 CZ0541.The modeled gravity was interpolated from observed gravity values.
 CZ0541
 CZ0541;                    North         East    Units  Estimated Accuracy
 CZ0541;SPC AZ C     -   149,530.      292,900.      MT  (+/- 180 meters Scaled)
 CZ0541
 CZ0541                          SUPERSEDED SURVEY CONTROL
 CZ0541
 CZ0541  NGVD 29 (??/??/92)  665.622  (m)         2183.79   (f) ADJ UNCH    1 2
 CZ0541
 CZ0541.Superseded values are not recommended for survey control.
 CZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0541.See file dsdata.txt to determine how the superseded data were derived.
 CZ0541
 CZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA932787(NAD 83)
 CZ0541_MARKER: DD = SURVEY DISK
 CZ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0541_SP_SET: CURB
 CZ0541_STAMPING: 2184.26 1930 385+14.0
 CZ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0541+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0541
 CZ0541  HISTORY     - Date     Condition        Report By
 CZ0541  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0541  HISTORY     - 1951     GOOD             NGS
 CZ0541  HISTORY     - 1960     GOOD             NGS
 CZ0541  HISTORY     - 1980     GOOD             NGS
 CZ0541  HISTORY     - 19970309 MARK NOT FOUND   USPSQD
 CZ0541  HISTORY     - 20060316 GOOD             USPSQD
 CZ0541
 CZ0541                          STATION DESCRIPTION
 CZ0541
 CZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0541'1.3 MI SE FROM CORTARO.
 CZ0541'1.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0541'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0541'SOUTHEAST OF T JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST, AT
 CZ0541'RAILROAD MILEAGE 973.46, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0541'NORTHEAST CONCRETE CURBING OF A SMALL HIGHWAY BRIDGE, 16 1/2 FEET
 CZ0541'NORTHEAST OF THE HIGHWAY CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0541
 CZ0541                          STATION RECOVERY (1960)
 CZ0541
 CZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0541'RECOVERED IN GOOD CONDITION.
 CZ0541
 CZ0541                          STATION RECOVERY (1980)
 CZ0541
 CZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0541'16.9 KILOMETERS (10.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0541'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0541'SOUTHEAST OF THE CROSSING OF MASSINGALE ROAD, SET IN THE TOP AND
 CZ0541'CENTER OF THE NORTHEAST HEADWALL OF A 3-CHANNEL BOX CULVERT UNDER
 CZ0541'THE FRONTAGE ROAD (OLD U. S. HIGHWAY), 36.9 METERS (121 FEET)
 CZ0541'SOUTHWEST OF THE SOUTHWEST RAIL AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0541'OF THE CENTERLINE OF THE FRONTAGE ROAD.  THE OLD STAMPING WAS
 CZ0541'2184.26 1930 385+14.0.
 CZ0541'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0541
 CZ0541                          STATION RECOVERY (1997)
 CZ0541
 CZ0541'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0541'MARK NOT FOUND.
 CZ0541
 CZ0541                          STATION RECOVERY (2006)
 CZ0541
 CZ0541'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0246 ***********************************************************************
 GP0246  DESIGNATION -  3859.50
 GP0246  PID         -  GP0246
 GP0246  STATE/COUNTY-  AZ/COCONINO
 GP0246  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0246
 GP0246                         *CURRENT SURVEY CONTROL
 GP0246  ___________________________________________________________________
 GP0246* NAD 83(1986)-  36 46 19.     (N)    111 42 02.     (W)     SCALED    
 GP0246* NAVD 88     -      1173.539  (meters)    3850.19   (feet)  POSTED    
 GP0246  ___________________________________________________________________
 GP0246  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0246  DYNAMIC HT  -        1172.190 (meters)    3845.76  (feet)  COMP
 GP0246  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 GP0246
 GP0246  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0246
 GP0246.The horizontal coordinates were scaled from a topographic map and have
 GP0246.an estimated accuracy of +/- 6 seconds.
 GP0246
 GP0246.The orthometric height was determined by differential leveling
 GP0246.and adjusted by the National Geodetic Survey in 1992..
 GP0246.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0246.rate of 0.0 thru 1.0 mm/km.
 GP0246
 GP0246.The geoid height was determined by GEOID03.
 GP0246
 GP0246.The dynamic height is computed by dividing the NAVD 88
 GP0246.geopotential number by the normal gravity value computed on the
 GP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0246.degrees latitude (g = 980.6199 gals.).
 GP0246
 GP0246.The modeled gravity was interpolated from observed gravity values.
 GP0246
 GP0246;                    North         East    Units  Estimated Accuracy
 GP0246;SPC AZ C     -   640,190.      232,650.      MT  (+/- 180 meters Scaled)
 GP0246
 GP0246                          SUPERSEDED SURVEY CONTROL
 GP0246
 GP0246  NGVD 29 (??/??/92) 1172.644  (m)         3847.25   (f) ADJ UNCH    1 2
 GP0246
 GP0246.Superseded values are not recommended for survey control.
 GP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0246.See file dsdata.txt to determine how the superseded data were derived.
 GP0246
 GP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF374698(NAD 83)
 GP0246_MARKER: DD = SURVEY DISK
 GP0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0246_SP_SET: CULVERT
 GP0246_STAMPING: 3859.50 285+99.9 1933
 GP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0246
 GP0246  HISTORY     - Date     Condition        Report By
 GP0246  HISTORY     - 1933     MONUMENTED       AZHD
 GP0246  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0246
 GP0246                          STATION DESCRIPTION
 GP0246
 GP0246'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0246'5.0 MI SW FROM MARBLE CANYON.
 GP0246'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0246'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 3-FOOT CORRUGATED-IRON
 GP0246'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0246'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0246'3859.50 285+99.9 1933.
 GP0246
 GP0246                          STATION RECOVERY (1993)
 GP0246
 GP0246'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0096 ***********************************************************************
 GP0096  DESIGNATION -  3862.06
 GP0096  PID         -  GP0096
 GP0096  STATE/COUNTY-  AZ/COCONINO
 GP0096  USGS QUAD   -  PAGE (1985)
 GP0096
 GP0096                         *CURRENT SURVEY CONTROL
 GP0096  ___________________________________________________________________
 GP0096* NAD 83(1986)-  36 56 16.     (N)    111 29 40.     (W)     SCALED    
 GP0096* NAVD 88     -      1177.984  (meters)    3864.77   (feet)  ADJUSTED  
 GP0096  ___________________________________________________________________
 GP0096  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0096  DYNAMIC HT  -        1176.659 (meters)    3860.42  (feet)  COMP
 GP0096  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 GP0096
 GP0096  VERT ORDER  -  FIRST     CLASS II
 GP0096
 GP0096.The horizontal coordinates were scaled from a topographic map and have
 GP0096.an estimated accuracy of +/- 6 seconds.
 GP0096
 GP0096.The orthometric height was determined by differential leveling
 GP0096.and adjusted by the National Geodetic Survey in June 1991..
 GP0096
 GP0096.The geoid height was determined by GEOID03.
 GP0096
 GP0096.The dynamic height is computed by dividing the NAVD 88
 GP0096.geopotential number by the normal gravity value computed on the
 GP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0096.degrees latitude (g = 980.6199 gals.).
 GP0096
 GP0096.The modeled gravity was interpolated from observed gravity values.
 GP0096
 GP0096;                    North         East    Units  Estimated Accuracy
 GP0096;SPC AZ C     -   658,650.      250,970.      MT  (+/- 180 meters Scaled)
 GP0096
 GP0096                          SUPERSEDED SURVEY CONTROL
 GP0096
 GP0096  NGVD 29 (??/??/92) 1177.116  (m)         3861.92   (f) ADJ UNCH    1 2
 GP0096
 GP0096.Superseded values are not recommended for survey control.
 GP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0096.See file dsdata.txt to determine how the superseded data were derived.
 GP0096
 GP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF559880(NAD 83)
 GP0096_MARKER: DD = SURVEY DISK
 GP0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0096_SP_SET: CATTLE GURAD
 GP0096_STAMPING: 3881.74 3862.06 61
 GP0096_MARK LOGO: AZHD  
 GP0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0096
 GP0096  HISTORY     - Date     Condition        Report By
 GP0096  HISTORY     - UNK      MONUMENTED       AZHD
 GP0096  HISTORY     - 1962     GOOD             NGS
 GP0096  HISTORY     - 1983     GOOD             NGS
 GP0096
 GP0096                          STATION DESCRIPTION
 GP0096
 GP0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0096'0.6 MI W FROM PAGE.
 GP0096'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0096'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  138 FEET SOUTHWEST OF THE
 GP0096'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 GP0096'NORTHWEST CONCRETE HEADWALL OF A CATTLE GUARD, 15 FEET NORTHWEST OF
 GP0096'THE CENTER OF THE CATTLE GUARD, 1.0 FOOT ABOVE THE LEVEL OF THE STEEL
 GP0096'PART OF THE CATTLE GUARD, AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GP0096
 GP0096                          STATION RECOVERY (1983)
 GP0096
 GP0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0096'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GP0096'STAMPING IS NOT 3862.06 3881.74 61, IT IS 3862.06 1547X30 61.  HOWEVER
 GP0096'ALL MEASUREMENTS MATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0506 ***********************************************************************
 CZ0506  DESIGNATION -  386+70
 CZ0506  PID         -  CZ0506
 CZ0506  STATE/COUNTY-  AZ/PIMA
 CZ0506  USGS QUAD   -  MARANA (1992)
 CZ0506
 CZ0506                         *CURRENT SURVEY CONTROL
 CZ0506  ___________________________________________________________________
 CZ0506* NAD 83(1986)-  32 25 47.     (N)    111 10 13.     (W)     SCALED    
 CZ0506* NAVD 88     -       620.053  (meters)    2034.29   (feet)  ADJUSTED  
 CZ0506  ___________________________________________________________________
 CZ0506  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0506  DYNAMIC HT  -         619.236 (meters)    2031.61  (feet)  COMP
 CZ0506  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 CZ0506
 CZ0506  VERT ORDER  -  FIRST     CLASS II
 CZ0506
 CZ0506.The horizontal coordinates were scaled from a topographic map and have
 CZ0506.an estimated accuracy of +/- 6 seconds.
 CZ0506
 CZ0506.The orthometric height was determined by differential leveling
 CZ0506.and adjusted by the National Geodetic Survey in June 1991..
 CZ0506
 CZ0506.The geoid height was determined by GEOID03.
 CZ0506
 CZ0506.The dynamic height is computed by dividing the NAVD 88
 CZ0506.geopotential number by the normal gravity value computed on the
 CZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0506.degrees latitude (g = 980.6199 gals.).
 CZ0506
 CZ0506.The modeled gravity was interpolated from observed gravity values.
 CZ0506
 CZ0506;                    North         East    Units  Estimated Accuracy
 CZ0506;SPC AZ C     -   158,760.      283,550.      MT  (+/- 180 meters Scaled)
 CZ0506
 CZ0506                          SUPERSEDED SURVEY CONTROL
 CZ0506
 CZ0506  NGVD 29 (??/??/92)  619.440  (m)         2032.28   (f) ADJ UNCH    1 2
 CZ0506
 CZ0506.Superseded values are not recommended for survey control.
 CZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0506.See file dsdata.txt to determine how the superseded data were derived.
 CZ0506
 CZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839880(NAD 83)
 CZ0506_MARKER: DD = SURVEY DISK
 CZ0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0506_SP_SET: CULVERT
 CZ0506_STAMPING: 2032.45 386+70 1931
 CZ0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0506+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 CZ0506
 CZ0506  HISTORY     - Date     Condition        Report By
 CZ0506  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0506  HISTORY     - 1951     GOOD             NGS
 CZ0506  HISTORY     - 1980     GOOD             NGS
 CZ0506  HISTORY     - 19960207 GOOD             USPSQD
 CZ0506  HISTORY     - 20041216 GOOD             NGS
 CZ0506
 CZ0506                          STATION DESCRIPTION
 CZ0506
 CZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0506'1.6 MI NW FROM RILLITO.
 CZ0506'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0506'RAILROAD FROM THE RAILROAD STATION AT RILLITO, 3 MILES SOUTHEAST OF
 CZ0506'THE POST OFFICE AT MARANA, 5 POLES SOUTHEAST OF MILE POLE 965, IN THE
 CZ0506'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 CZ0506'DOUBLE BOX TYPE HIGHWAY CULVERT, 61 FEET SOUTH OF AND ACROSS THE
 CZ0506'HIGHWAY FROM TELEGRAPH POLE NUMBER 11590, 32.8 FEET NORTHEAST OF (BM
 CZ0506'MARANA AZIMUTH NO. 3 USC AND GS), 16 1/2 FEET NORTHEAST OF THE CENTER
 CZ0506'LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1
 CZ0506'FOOT HIGHER THAN THE HIGHWAY.
 CZ0506
 CZ0506                          STATION RECOVERY (1980)
 CZ0506
 CZ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0506'30.2 KILOMETERS (18.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0506'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0506'THE NORTHEAST HEADWALL OF THE FIRST DOUBLE BOX CULVERT UNDER THE
 CZ0506'FRONTAGE ROAD (OLD U. S. HIGHWAY 84) NORTHWEST OF RAILROAD BRIDGE
 CZ0506'965.35, 5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD
 CZ0506'AND 2.1 METERS (6.9 FEET) NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0506'HEADWALL.
 CZ0506'THE MARK IS 0.1 M ABOVE THE ROAD.
 CZ0506
 CZ0506                          STATION RECOVERY (1996)
 CZ0506
 CZ0506'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0506'RECOVERED IN GOOD CONDITION.
 CZ0506
 CZ0506                          STATION RECOVERY (2004)
 CZ0506
 CZ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0506'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0506'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0789 ***********************************************************************
 CG0789  DESIGNATION -  3867.4
 CG0789  PID         -  CG0789
 CG0789  STATE/COUNTY-  AZ/PIMA
 CG0789  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0789
 CG0789                         *CURRENT SURVEY CONTROL
 CG0789  ___________________________________________________________________
 CG0789* NAD 83(1986)-  31 48 58.     (N)    111 33 23.     (W)     SCALED    
 CG0789* NAVD 88     -      1179.40   (+/-2cm)    3869.4    (feet)  VERTCON   
 CG0789  ___________________________________________________________________
 CG0789  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0789
 CG0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0789
 CG0789.The horizontal coordinates were scaled from a topographic map and have
 CG0789.an estimated accuracy of +/- 6 seconds.
 CG0789
 CG0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0789.The vertical order pertains to the NGVD 29 superseded value.
 CG0789
 CG0789.The geoid height was determined by GEOID03.
 CG0789
 CG0789;                    North         East    Units  Estimated Accuracy
 CG0789;SPC AZ C     -    90,540.      247,470.      MT  (+/- 180 meters Scaled)
 CG0789
 CG0789                          SUPERSEDED SURVEY CONTROL
 CG0789
 CG0789  NGVD 29 (??/??/92) 1178.575  (m)         3866.71   (f) ADJ UNCH    2 0
 CG0789
 CG0789.Superseded values are not recommended for survey control.
 CG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0789.See file dsdata.txt to determine how the superseded data were derived.
 CG0789
 CG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA473201(NAD 83)
 CG0789_MARKER: Q = CHISELED SQUARE
 CG0789_SETTING: 0 = UNSPECIFIED SETTING
 CG0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0789
 CG0789  HISTORY     - Date     Condition        Report By
 CG0789  HISTORY     - UNK      MONUMENTED       USGS
 CG0789  HISTORY     - 1952     GOOD             NGS
 CG0789  HISTORY     - 1977     GOOD             USGS
 CG0789
 CG0789                          STATION DESCRIPTION
 CG0789
 CG0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0789'28.95 MI SW FROM THREE POINTS.
 CG0789'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL HOUSE AT THREE
 CG0789'POINTS, THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 7.75 MILES
 CG0789'WEST ALONG ELKHORN RANCH ROAD, THENCE 0.6 MILE WEST ALONG THE FRESNAL
 CG0789'TRAIL, ABOUT 80 FEET WEST OF THE JUNCTION OF WASHES LEADING EAST AND
 CG0789'WEST AND NORTHWEST, 24 FEET SOUTH OF THE CENTER OF THE RAIL, 11.4 FEET
 CG0789'NORTHWEST OF B.M. E 307, AND ABOUT 1 FOOT HIGHER THAN THE TRAIL.
 CG0789'NOTE-- PROBABLY ON THE TOP OF A LARGE BOULDER.
 CG0789
 CG0789                          STATION RECOVERY (1977)
 CG0789
 CG0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0789'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0098 ***********************************************************************
 GP0098  DESIGNATION -  3881.74
 GP0098  PID         -  GP0098
 GP0098  STATE/COUNTY-  AZ/COCONINO
 GP0098  USGS QUAD   -  PAGE (1985)
 GP0098
 GP0098                         *CURRENT SURVEY CONTROL
 GP0098  ___________________________________________________________________
 GP0098* NAD 83(1986)-  36 56 11.     (N)    111 29 29.     (W)     SCALED    
 GP0098* NAVD 88     -      1183.975  (meters)    3884.42   (feet)  ADJUSTED  
 GP0098  ___________________________________________________________________
 GP0098  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0098  DYNAMIC HT  -        1182.642 (meters)    3880.05  (feet)  COMP
 GP0098  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 GP0098
 GP0098  VERT ORDER  -  FIRST     CLASS II
 GP0098
 GP0098.The horizontal coordinates were scaled from a topographic map and have
 GP0098.an estimated accuracy of +/- 6 seconds.
 GP0098
 GP0098.The orthometric height was determined by differential leveling
 GP0098.and adjusted by the National Geodetic Survey in June 1991..
 GP0098.WARNING-Repeat measurements at this control monument indicate possible
 GP0098.vertical movement.
 GP0098
 GP0098.The geoid height was determined by GEOID03.
 GP0098
 GP0098.The dynamic height is computed by dividing the NAVD 88
 GP0098.geopotential number by the normal gravity value computed on the
 GP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0098.degrees latitude (g = 980.6199 gals.).
 GP0098
 GP0098.The modeled gravity was interpolated from observed gravity values.
 GP0098
 GP0098;                    North         East    Units  Estimated Accuracy
 GP0098;SPC AZ C     -   658,500.      251,240.      MT  (+/- 180 meters Scaled)
 GP0098
 GP0098                          SUPERSEDED SURVEY CONTROL
 GP0098
 GP0098  NGVD 29 (??/??/92) 1183.112  (m)         3881.59   (f) ADJ UNCH    1 2
 GP0098
 GP0098.Superseded values are not recommended for survey control.
 GP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0098.See file dsdata.txt to determine how the superseded data were derived.
 GP0098
 GP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF562879(NAD 83)
 GP0098_MARKER: DD = SURVEY DISK
 GP0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0098_SP_SET: CATTLE GUARD
 GP0098_STAMPING: 3881.74 1537+33 61
 GP0098_MARK LOGO: AZHD  
 GP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0098
 GP0098  HISTORY     - Date     Condition        Report By
 GP0098  HISTORY     - UNK      MONUMENTED       AZHD
 GP0098  HISTORY     - 1962     GOOD             NGS
 GP0098  HISTORY     - 1983     GOOD             NGS
 GP0098
 GP0098                          STATION DESCRIPTION
 GP0098
 GP0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0098'0.4 MI W FROM PAGE.
 GP0098'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 GP0098'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  100 FEET NORTH OF THE
 GP0098'CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF THE CENTERLINE OF A CATTLE
 GP0098'GUARD, AT A LARGE METAL AND CONCRETE CATTLE GUARD ACROSS A GRAVEL ROAD
 GP0098'LEADING NORTH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD, AND
 GP0098'SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL OF THE CATTLE
 GP0098'GUARD.
 GP0098
 GP0098                          STATION RECOVERY (1983)
 GP0098
 GP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0010 ***********************************************************************
 CG0010  DESIGNATION -  3883
 CG0010  PID         -  CG0010
 CG0010  STATE/COUNTY-  AZ/COCHISE
 CG0010  USGS QUAD   -  MESCAL (1983)
 CG0010
 CG0010                         *CURRENT SURVEY CONTROL
 CG0010  ___________________________________________________________________
 CG0010* NAD 83(1986)-  31 59 49.     (N)    110 23 22.     (W)     SCALED    
 CG0010* NAVD 88     -      1187.82   (+/-2cm)    3897.0    (feet)  VERTCON   
 CG0010  ___________________________________________________________________
 CG0010  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0010
 CG0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0010
 CG0010.The horizontal coordinates were scaled from a topographic map and have
 CG0010.an estimated accuracy of +/- 6 seconds.
 CG0010
 CG0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0010.The vertical order pertains to the NGVD 29 superseded value.
 CG0010
 CG0010.The geoid height was determined by GEOID03.
 CG0010
 CG0010;                    North         East    Units  Estimated Accuracy
 CG0010;SPC AZ E     -   110,550.      192,310.      MT  (+/- 180 meters Scaled)
 CG0010
 CG0010                          SUPERSEDED SURVEY CONTROL
 CG0010
 CG0010  NGVD 29 (??/??/92) 1187.014  (m)         3894.40   (f) ADJ UNCH    1 2
 CG0010
 CG0010.Superseded values are not recommended for survey control.
 CG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0010.See file dsdata.txt to determine how the superseded data were derived.
 CG0010
 CG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA576402(NAD 83)
 CG0010_MARKER: P = PIPE CAP
 CG0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0010_STAMPING: 3883 NOGLS 184 H 1907
 CG0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0010
 CG0010  HISTORY     - Date     Condition        Report By
 CG0010  HISTORY     - 1907     MONUMENTED       USGS
 CG0010  HISTORY     - 1952     GOOD             NGS
 CG0010
 CG0010                          STATION DESCRIPTION
 CG0010
 CG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0010'2.7 MI E FROM MESCAL.
 CG0010'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0010'MESCAL, 0.3 MILE EAST OF MILE POLE 1026, 0.2 MILE WEST OF BLOCK SIGNAL
 CG0010'NUMBER 10266, 189.7 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE
 CG0010'HEADWALL OF A DOUBLE 4 FEET CORRUGATED METAL PIPE CULVERT, 52.8 FEET
 CG0010'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 45.2 FEET SOUTH OF THE SOUTH
 CG0010'RAIL, 36.6 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A POINT
 CG0010'UNDER THE SOUTH MOST TELEPHONE WIRE, 1.8 FEET NORTHEAST OF A WITNESS
 CG0010'POST, AND ABOUT 1 FOOT HIGHER THAN THE TRACK, AND RIVITED ON TOP OF A
 CG0010'3 INCH IRON PIPE PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0353 ***********************************************************************
 CY0353  DESIGNATION -  3883.10
 CY0353  PID         -  CY0353
 CY0353  STATE/COUNTY-  AZ/COCHISE
 CY0353  USGS QUAD   -  VANAR (1987)
 CY0353
 CY0353                         *CURRENT SURVEY CONTROL
 CY0353  ___________________________________________________________________
 CY0353* NAD 83(1986)-  32 14 19.     (N)    109 05 56.     (W)     SCALED    
 CY0353* NAVD 88     -      1184.11   (+/-2cm)    3884.9    (feet)  VERTCON   
 CY0353  ___________________________________________________________________
 CY0353  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CY0353
 CY0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0353
 CY0353.The horizontal coordinates were scaled from a topographic map and have
 CY0353.an estimated accuracy of +/- 6 seconds.
 CY0353
 CY0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0353.The vertical order pertains to the NGVD 29 superseded value.
 CY0353
 CY0353.The geoid height was determined by GEOID03.
 CY0353
 CY0353;                    North         East    Units  Estimated Accuracy
 CY0353;SPC AZ E     -   137,820.      313,990.      MT  (+/- 180 meters Scaled)
 CY0353
 CY0353                          SUPERSEDED SURVEY CONTROL
 CY0353
 CY0353  NGVD 29 (??/??/92) 1183.434  (m)         3882.65   (f) ADJ UNCH    2 0
 CY0353
 CY0353.Superseded values are not recommended for survey control.
 CY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0353.See file dsdata.txt to determine how the superseded data were derived.
 CY0353
 CY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA791684(NAD 83)
 CY0353_MARKER: DD = SURVEY DISK
 CY0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0353_SP_SET: CULVERT
 CY0353_STAMPING: 3883.10 (AHD) 4618-0 1948
 CY0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0353
 CY0353  HISTORY     - Date     Condition        Report By
 CY0353  HISTORY     - 1948     MONUMENTED       AZHD
 CY0353  HISTORY     - 1960     GOOD             NGS
 CY0353
 CY0353                          STATION DESCRIPTION
 CY0353
 CY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0353'8.0 MI E FROM SAN SIMON.
 CY0353'8 MILES EAST OF THE POST OFFICE AT SAN SIMON, ARIZONA, (ONE BLOCK
 CY0353'NORTH OF HIGHWAY), ON STATE HIGHWAY 86-INTERSTATE HIGHWAY 10, 0.5 MILE
 CY0353'WEST OF MILEPOST 376, 20 FEET SOUTH OF CENTER OF HIGHWAY, 0.6 FOOT
 CY0353'HIGHER THAN HIGHWAY, SET IN SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0898 ***********************************************************************
 CZ0898  DESIGNATION -  3887
 CZ0898  PID         -  CZ0898
 CZ0898  STATE/COUNTY-  AZ/PIMA
 CZ0898  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0898
 CZ0898                         *CURRENT SURVEY CONTROL
 CZ0898  ___________________________________________________________________
 CZ0898* NAD 83(1986)-  32 28 06.     (N)    111 32 44.     (W)     SCALED    
 CZ0898* NAVD 88     -       652.77   (+/-2cm)    2141.6    (feet)  VERTCON   
 CZ0898  ___________________________________________________________________
 CZ0898  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0898
 CZ0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0898
 CZ0898.The horizontal coordinates were scaled from a topographic map and have
 CZ0898.an estimated accuracy of +/- 6 seconds.
 CZ0898
 CZ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0898.The vertical order pertains to the NGVD 29 superseded value.
 CZ0898
 CZ0898.The geoid height was determined by GEOID03.
 CZ0898
 CZ0898;                    North         East    Units  Estimated Accuracy
 CZ0898;SPC AZ C     -   162,860.      248,250.      MT  (+/- 180 meters Scaled)
 CZ0898
 CZ0898                          SUPERSEDED SURVEY CONTROL
 CZ0898
 CZ0898  NGVD 29 (??/??/92)  652.216  (m)         2139.81   (f) ADJ UNCH    2 0
 CZ0898
 CZ0898.Superseded values are not recommended for survey control.
 CZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0898.See file dsdata.txt to determine how the superseded data were derived.
 CZ0898
 CZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA487924(NAD 83)
 CZ0898_MARKER: P = PIPE CAP
 CZ0898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0898_STAMPING: U.S.M.S. NO. 3887 3 G.M. 7
 CZ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0898
 CZ0898  HISTORY     - Date     Condition        Report By
 CZ0898  HISTORY     - UNK      MONUMENTED       USMS
 CZ0898  HISTORY     - 1951     GOOD             NGS
 CZ0898
 CZ0898                          STATION DESCRIPTION
 CZ0898
 CZ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0898'4.3 MI NE FROM SILVER BELL.
 CZ0898'4.3 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0898'CEMETERY, 25 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 CZ0898'FEET HIGHER THAN THE ROAD, AN IRON CAP SCREWED ON TOP OF A 1 INCH IRON
 CZ0898'PIPE WITH ROCKS PILED AROUND IT, AND PROJECTING 2 1/2 FEET ABOVE THE
 CZ0898'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0359 ***********************************************************************
 CZ0359  DESIGNATION -  3892+56.04
 CZ0359  PID         -  CZ0359
 CZ0359  STATE/COUNTY-  AZ/PINAL
 CZ0359  USGS QUAD   -  RED ROCK (1993)
 CZ0359
 CZ0359                         *CURRENT SURVEY CONTROL
 CZ0359  ___________________________________________________________________
 CZ0359* NAD 83(1986)-  32 32 32.     (N)    111 17 48.     (W)     SCALED    
 CZ0359* NAVD 88     -       582.64   (+/-2cm)    1911.5    (feet)  VERTCON   
 CZ0359  ___________________________________________________________________
 CZ0359  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0359
 CZ0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0359
 CZ0359.The horizontal coordinates were scaled from a topographic map and have
 CZ0359.an estimated accuracy of +/- 6 seconds.
 CZ0359
 CZ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0359.The vertical order pertains to the NGVD 29 superseded value.
 CZ0359
 CZ0359.The geoid height was determined by GEOID03.
 CZ0359
 CZ0359;                    North         East    Units  Estimated Accuracy
 CZ0359;SPC AZ C     -   171,160.      271,590.      MT  (+/- 180 meters Scaled)
 CZ0359
 CZ0359                          SUPERSEDED SURVEY CONTROL
 CZ0359
 CZ0359  NGVD 29 (??/??/92)  582.176  (m)         1910.02   (f) ADJ UNCH    2 0
 CZ0359
 CZ0359.Superseded values are not recommended for survey control.
 CZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0359.See file dsdata.txt to determine how the superseded data were derived.
 CZ0359
 CZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB721005(NAD 83)
 CZ0359_MARKER: DD = SURVEY DISK
 CZ0359_SETTING: 0 = UNSPECIFIED SETTING
 CZ0359_STAMPING: 3892+56.04 50
 CZ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0359
 CZ0359  HISTORY     - Date     Condition        Report By
 CZ0359  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0359  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ0359  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0359  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0359
 CZ0359                          STATION DESCRIPTION
 CZ0359
 CZ0359'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CZ0359'2.9 MI SE FROM RED ROCK.
 CZ0359'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0359'STATION AT RED ROCK, PINAL COUNTY.  AN ARIZONA STATE HIGHWAY STANDARD
 CZ0359'DISK, PROBABLY STAMPED 3892+56.04 50.
 CZ0359
 CZ0359                          STATION RECOVERY (1977)
 CZ0359
 CZ0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0359'MARK NOT FOUND.
 CZ0359
 CZ0359                          STATION RECOVERY (1980)
 CZ0359
 CZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0359'NOT RECOVERED, DESCRIPTION VAGUE ON LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1585 ***********************************************************************
 DV1585  DESIGNATION -  39 A
 DV1585  PID         -  DV1585
 DV1585  STATE/COUNTY-  AZ/LA PAZ
 DV1585  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1585
 DV1585                         *CURRENT SURVEY CONTROL
 DV1585  ___________________________________________________________________
 DV1585* NAD 83(1986)-  33 33 58.     (N)    113 20 36.     (W)     SCALED    
 DV1585* NAVD 88     -       416.70   (+/-2cm)    1367.1    (feet)  VERTCON   
 DV1585  ___________________________________________________________________
 DV1585  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1585
 DV1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1585
 DV1585.The horizontal coordinates were scaled from a topographic map and have
 DV1585.an estimated accuracy of +/- 6 seconds.
 DV1585
 DV1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1585.The vertical order pertains to the NGVD 29 superseded value.
 DV1585
 DV1585.The geoid height was determined by GEOID03.
 DV1585
 DV1585;                    North         East    Units  Estimated Accuracy
 DV1585;SPC AZ W     -   284,620.      251,120.      MT  (+/- 180 meters Scaled)
 DV1585
 DV1585                          SUPERSEDED SURVEY CONTROL
 DV1585
 DV1585  NGVD 29 (??/??/92)  416.048  (m)         1364.98   (f) ADJ UNCH    2 0
 DV1585
 DV1585.Superseded values are not recommended for survey control.
 DV1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1585.See file dsdata.txt to determine how the superseded data were derived.
 DV1585
 DV1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC824165(NAD 83)
 DV1585_MARKER: DD = SURVEY DISK
 DV1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1585_STAMPING: 39 A 1962
 DV1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1585+STABILITY: SURFACE MOTION
 DV1585
 DV1585  HISTORY     - Date     Condition        Report By
 DV1585  HISTORY     - 1962     MONUMENTED       AZHD
 DV1585
 DV1585                          STATION DESCRIPTION
 DV1585
 DV1585'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1585'25.7 MI SE FROM SALOME.
 DV1585'0.5 MILE EAST-SOUTHEAST OF K 413 39, AN ARIZONA HIGHWAY DEPARTMENT
 DV1585'DISK STAMPED 39 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1585'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1585'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0829 ***********************************************************************
 FQ0829  DESIGNATION -  39 BKC
 FQ0829  PID         -  FQ0829
 FQ0829  STATE/COUNTY-  AZ/COCONINO
 FQ0829  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0829
 FQ0829                         *CURRENT SURVEY CONTROL
 FQ0829  ___________________________________________________________________
 FQ0829* NAD 83(1986)-  35 33 21.     (N)    111 11 16.     (W)     SCALED    
 FQ0829* NAVD 88     -      1439.634  (meters)    4723.20   (feet)  POSTED    
 FQ0829  ___________________________________________________________________
 FQ0829  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0829  DYNAMIC HT  -        1437.800 (meters)    4717.18  (feet)  COMP
 FQ0829  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 FQ0829
 FQ0829  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0829
 FQ0829.The horizontal coordinates were scaled from a topographic map and have
 FQ0829.an estimated accuracy of +/- 6 seconds.
 FQ0829
 FQ0829.The orthometric height was determined by differential leveling
 FQ0829.and adjusted by the National Geodetic Survey in 1992..
 FQ0829.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0829.rate of 0.0 thru 1.0 mm/km.
 FQ0829
 FQ0829.The geoid height was determined by GEOID03.
 FQ0829
 FQ0829.The dynamic height is computed by dividing the NAVD 88
 FQ0829.geopotential number by the normal gravity value computed on the
 FQ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0829.degrees latitude (g = 980.6199 gals.).
 FQ0829
 FQ0829.The modeled gravity was interpolated from observed gravity values.
 FQ0829
 FQ0829;                    North         East    Units  Estimated Accuracy
 FQ0829;SPC AZ C     -   505,480.      279,440.      MT  (+/- 180 meters Scaled)
 FQ0829
 FQ0829                          SUPERSEDED SURVEY CONTROL
 FQ0829
 FQ0829.No superseded survey control is available for this station.
 FQ0829
 FQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE829347(NAD 83)
 FQ0829_MARKER: DB = BENCH MARK DISK
 FQ0829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0829_SP_SET: CONCRETE FOUNDATION
 FQ0829_STAMPING: 39 BKC 1968
 FQ0829_MARK LOGO: USGS  
 FQ0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0829+STABILITY: SURFACE MOTION
 FQ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0829+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0829
 FQ0829  HISTORY     - Date     Condition        Report By
 FQ0829  HISTORY     - 1968     MONUMENTED       USGS
 FQ0829
 FQ0829                          STATION DESCRIPTION
 FQ0829
 FQ0829'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0829'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0829'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0829'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0829'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0829'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0829'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0829'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0829'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 5.8 MILES, 52
 FQ0829'FEET SOUTH OF THE ROAD, IN THE CONCRETE BASE OF A WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1649 ***********************************************************************
 DB1649  DESIGNATION -  39 BKC
 DB1649  PID         -  DB1649
 DB1649  STATE/COUNTY-  AZ/YUMA
 DB1649  USGS QUAD   -  GADSDEN (1973)
 DB1649
 DB1649                         *CURRENT SURVEY CONTROL
 DB1649  ___________________________________________________________________
 DB1649* NAD 83(1992)-  32 28 55.56784(N)    114 46 16.54317(W)     ADJUSTED  
 DB1649* NAVD 88     -        45.92   (+/-2cm)     150.7    (feet)  VERTCON   
 DB1649  ___________________________________________________________________
 DB1649  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DB1649  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1649
 DB1649  HORZ ORDER  -  THIRD
 DB1649  VERT ORDER  -  THIRD ? (See Below)
 DB1649
 DB1649.The horizontal coordinates were established by classical geodetic methods
 DB1649.and adjusted by the National Geodetic Survey in August 1993..
 DB1649
 DB1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1649.The vertical order pertains to the NGVD 29 superseded value.
 DB1649
 DB1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1649
 DB1649.The geoid height was determined by GEOID03.
 DB1649
 DB1649;                    North         East     Units Scale Factor Converg.
 DB1649;SPC AZ W     -   164,787.419   117,370.334   MT  1.00004691   -0 32 54.6
 DB1649;SPC AZ W     -   540,641.14    385,073.27   iFT  1.00004691   -0 32 54.6
 DB1649;UTM  11      - 3,596,063.297   709,429.778   MT  1.00014089   +1 11 50.5
 DB1649
 DB1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1649!SPC AZ W     -   0.99999821  x   1.00004691  =   1.00004512
 DB1649!UTM  11      -   0.99999821  x   1.00014089  =   1.00013910
 DB1649
 DB1649                          SUPERSEDED SURVEY CONTROL
 DB1649
 DB1649  NAD 83(1986)-  32 28 55.59238(N)    114 46 16.55300(W) AD(       ) 3
 DB1649  NGVD 29 (04/26/91)   45.24   (m)          148.4    (f) LEVELING    3  
 DB1649
 DB1649.Superseded values are not recommended for survey control.
 DB1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1649.See file dsdata.txt to determine how the superseded data were derived.
 DB1649
 DB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0943096063(NAD 83)
 DB1649_MARKER: DD = SURVEY DISK
 DB1649_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1649
 DB1649  HISTORY     - Date     Condition        Report By
 DB1649  HISTORY     - 1964     MONUMENTED       USGS
 DB1649
 DB1649                          STATION DESCRIPTION
 DB1649
 DB1649'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1649'LOCATED 0.6 MI SE. OF SAN LUIS.  ALONG UNITED STATES AND MEXICO
 DB1649'BORDER, ON SLIGHT RIDGE, 45 FT N. OF RD.
 DB1649'
 DB1649'TO REACH NOT GIVEN.
 DB1649'
 DB1649'STATION MARK--STANDARD BM TABLET STAMPED---39 BKC 1963 149---, IN
 DB1649'CONCRETE POST PROJECTING 0.6 FT.
 DB1649'
 DB1649'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0784 ***********************************************************************
 DA0784  DESIGNATION -  39 GWM
 DA0784  PID         -  DA0784
 DA0784  STATE/COUNTY-  AZ/MARICOPA
 DA0784  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0784
 DA0784                         *CURRENT SURVEY CONTROL
 DA0784  ___________________________________________________________________
 DA0784* NAD 83(1986)-  32 34 53.     (N)    113 16 16.     (W)     SCALED    
 DA0784* NAVD 88     -       217.83   (+/-2cm)     714.7    (feet)  VERTCON   
 DA0784  ___________________________________________________________________
 DA0784  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA0784
 DA0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0784
 DA0784.The horizontal coordinates were scaled from a topographic map and have
 DA0784.an estimated accuracy of +/- 6 seconds.
 DA0784
 DA0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0784.The vertical order pertains to the NGVD 29 superseded value.
 DA0784
 DA0784.The geoid height was determined by GEOID03.
 DA0784
 DA0784;                    North         East    Units  Estimated Accuracy
 DA0784;SPC AZ C     -   176,140.       86,200.      MT  (+/- 180 meters Scaled)
 DA0784
 DA0784                          SUPERSEDED SURVEY CONTROL
 DA0784
 DA0784  NGVD 29 (??/??/92)  217.210  (m)          712.63   (f) ADJ UNCH    2 0
 DA0784
 DA0784.Superseded values are not recommended for survey control.
 DA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0784.See file dsdata.txt to determine how the superseded data were derived.
 DA0784
 DA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB868071(NAD 83)
 DA0784_MARKER: DD = SURVEY DISK
 DA0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0784_STAMPING: 39 GWM 1948 713
 DA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0784+STABILITY: SURFACE MOTION
 DA0784
 DA0784  HISTORY     - Date     Condition        Report By
 DA0784  HISTORY     - 1948     MONUMENTED       USGS
 DA0784  HISTORY     - 1962     GOOD             NGS
 DA0784
 DA0784                          STATION DESCRIPTION
 DA0784
 DA0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0784'5.7 MI N FROM TONY TANK.
 DA0784'ABOUT 5.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0784'TONY TANK, 0.65 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0784'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 35, WEST OF TWO
 DA0784'ROUND TOP MOUNTAINS ON THE EAST SIDE OF THE ROAD, EAST OF A LARGE
 DA0784'MOUNTAIN ON THE WEST SIDE OF THE ROAD, 2.3 MILES SOUTHWEST OF AN
 DA0784'ABANDONED RANCH HOUSE, 39 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DA0784'0.3 MILE SOUTH OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD
 DA0784'LEADING NORTHEAST, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0784'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DA0784'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0631 ***********************************************************************
 FP0631  DESIGNATION -  39 HLS
 FP0631  PID         -  FP0631
 FP0631  STATE/COUNTY-  AZ/APACHE
 FP0631  USGS QUAD   -  GANADO (1973)
 FP0631
 FP0631                         *CURRENT SURVEY CONTROL
 FP0631  ___________________________________________________________________
 FP0631* NAD 83(1986)-  35 39 52.     (N)    109 32 59.     (W)     SCALED    
 FP0631* NAVD 88     -      2050.294  (meters)    6726.67   (feet)  ADJUSTED  
 FP0631  ___________________________________________________________________
 FP0631  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 FP0631  DYNAMIC HT  -        2047.479 (meters)    6717.44  (feet)  COMP
 FP0631  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 FP0631
 FP0631  VERT ORDER  -  SECOND    CLASS II
 FP0631
 FP0631.The horizontal coordinates were scaled from a topographic map and have
 FP0631.an estimated accuracy of +/- 6 seconds.
 FP0631
 FP0631.The orthometric height was determined by differential leveling
 FP0631.and adjusted by the National Geodetic Survey in June 1991..
 FP0631
 FP0631.The geoid height was determined by GEOID03.
 FP0631
 FP0631.The dynamic height is computed by dividing the NAVD 88
 FP0631.geopotential number by the normal gravity value computed on the
 FP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0631.degrees latitude (g = 980.6199 gals.).
 FP0631
 FP0631.The modeled gravity was interpolated from observed gravity values.
 FP0631
 FP0631;                    North         East    Units  Estimated Accuracy
 FP0631;SPC AZ E     -   517,460.      269,220.      MT  (+/- 180 meters Scaled)
 FP0631
 FP0631                          SUPERSEDED SURVEY CONTROL
 FP0631
 FP0631  NGVD 29 (??/??/92) 2049.30   (m)         6723.4    (f) COMPUTED    2 2
 FP0631
 FP0631.Superseded values are not recommended for survey control.
 FP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0631.See file dsdata.txt to determine how the superseded data were derived.
 FP0631
 FP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE312477(NAD 83)
 FP0631_MARKER: DB = BENCH MARK DISK
 FP0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0631_SP_SET: COPPER-CLAD STEEL ROD
 FP0631_STAMPING: 39 HLS 1970
 FP0631_MARK LOGO: USGS  
 FP0631_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0631+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0631
 FP0631  HISTORY     - Date     Condition        Report By
 FP0631  HISTORY     - 1970     MONUMENTED       USGS
 FP0631
 FP0631                          STATION DESCRIPTION
 FP0631
 FP0631'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0631'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 3.3 MILES SOUTH
 FP0631'ALONG STATE HIGHWAY 63, 273 FEET SOUTH OF A STEEL TOWER TRANSMISSION
 FP0631'LINE CROSSING, 99 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0631'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0631'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0247 ***********************************************************************
 GP0247  DESIGNATION -  3903.21
 GP0247  PID         -  GP0247
 GP0247  STATE/COUNTY-  AZ/COCONINO
 GP0247  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0247
 GP0247                         *CURRENT SURVEY CONTROL
 GP0247  ___________________________________________________________________
 GP0247* NAD 83(1986)-  36 45 58.     (N)    111 42 20.     (W)     SCALED    
 GP0247* NAVD 88     -      1186.868  (meters)    3893.92   (feet)  POSTED    
 GP0247  ___________________________________________________________________
 GP0247  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GP0247  DYNAMIC HT  -        1185.500 (meters)    3889.43  (feet)  COMP
 GP0247  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 GP0247
 GP0247  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0247
 GP0247.The horizontal coordinates were scaled from a topographic map and have
 GP0247.an estimated accuracy of +/- 6 seconds.
 GP0247
 GP0247.The orthometric height was determined by differential leveling
 GP0247.and adjusted by the National Geodetic Survey in 1992..
 GP0247.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0247.rate of 0.0 thru 1.0 mm/km.
 GP0247
 GP0247.The geoid height was determined by GEOID03.
 GP0247
 GP0247.The dynamic height is computed by dividing the NAVD 88
 GP0247.geopotential number by the normal gravity value computed on the
 GP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0247.degrees latitude (g = 980.6199 gals.).
 GP0247
 GP0247.The modeled gravity was interpolated from observed gravity values.
 GP0247
 GP0247;                    North         East    Units  Estimated Accuracy
 GP0247;SPC AZ C     -   639,540.      232,210.      MT  (+/- 180 meters Scaled)
 GP0247
 GP0247                          SUPERSEDED SURVEY CONTROL
 GP0247
 GP0247  NGVD 29 (??/??/92) 1185.969  (m)         3890.97   (f) ADJ UNCH    1 2
 GP0247
 GP0247.Superseded values are not recommended for survey control.
 GP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0247.See file dsdata.txt to determine how the superseded data were derived.
 GP0247
 GP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF370691(NAD 83)
 GP0247_MARKER: DD = SURVEY DISK
 GP0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0247_SP_SET: CULVERT
 GP0247_STAMPING: 3903.21 311+64.9 1933
 GP0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0247
 GP0247  HISTORY     - Date     Condition        Report By
 GP0247  HISTORY     - 1933     MONUMENTED       AZHD
 GP0247  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0247
 GP0247                          STATION DESCRIPTION
 GP0247
 GP0247'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0247'5.5 MI SW FROM MARBLE CANYON.
 GP0247'5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0247'MARBLE CANYON, COCONINO COUNTY, AT A 2-FOOT CORRUGATED-IRON PIPE
 GP0247'CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL.
 GP0247'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3903.21
 GP0247'311+64.9 1933.
 GP0247
 GP0247                          STATION RECOVERY (1993)
 GP0247
 GP0247'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0101 ***********************************************************************
 CG0101  DESIGNATION -  3903.59
 CG0101  PID         -  CG0101
 CG0101  STATE/COUNTY-  AZ/COCHISE
 CG0101  USGS QUAD   -  SAINT DAVID (1973)
 CG0101
 CG0101                         *CURRENT SURVEY CONTROL
 CG0101  ___________________________________________________________________
 CG0101* NAD 83(1986)-  31 58 54.     (N)    110 12 41.     (W)     SCALED    
 CG0101* NAVD 88     -      1190.29   (+/-2cm)    3905.1    (feet)  VERTCON   
 CG0101  ___________________________________________________________________
 CG0101  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0101
 CG0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0101
 CG0101.The horizontal coordinates were scaled from a topographic map and have
 CG0101.an estimated accuracy of +/- 6 seconds.
 CG0101
 CG0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0101.The vertical order pertains to the NGVD 29 superseded value.
 CG0101
 CG0101.The geoid height was determined by GEOID03.
 CG0101
 CG0101;                    North         East    Units  Estimated Accuracy
 CG0101;SPC AZ E     -   108,840.      209,130.      MT  (+/- 180 meters Scaled)
 CG0101
 CG0101                          SUPERSEDED SURVEY CONTROL
 CG0101
 CG0101  NGVD 29 (??/??/92) 1189.460  (m)         3902.42   (f) ADJ UNCH    2 0
 CG0101
 CG0101.Superseded values are not recommended for survey control.
 CG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0101.See file dsdata.txt to determine how the superseded data were derived.
 CG0101
 CG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA745386(NAD 83)
 CG0101_MARKER: DD = SURVEY DISK
 CG0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0101_SP_SET: WALL
 CG0101_STAMPING: 3903.59
 CG0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0101
 CG0101  HISTORY     - Date     Condition        Report By
 CG0101  HISTORY     - UNK      MONUMENTED       AZHD
 CG0101  HISTORY     - 1960     GOOD             NGS
 CG0101  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0101
 CG0101                          STATION DESCRIPTION
 CG0101
 CG0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0101'5.4 MI E FROM BENSON.
 CG0101'5.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0101'86, 61 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF
 CG0101'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST WALL OF A DRAIN THAT IS
 CG0101'LOCATED IN THE CENTER OF THE TWO TRAFFIC LANES, ABOUT 6 INCHES LOWER
 CG0101'THAN THE HIGHWAY.
 CG0101
 CG0101                          STATION RECOVERY (1979)
 CG0101
 CG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0101'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0101'HAS BEEN REPLACED BY A SURFACE GRATE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0002 ***********************************************************************
 CG0002  DESIGNATION -  3905
 CG0002  PID         -  CG0002
 CG0002  STATE/COUNTY-  AZ/PIMA
 CG0002  USGS QUAD   -  MESCAL (1983)
 CG0002
 CG0002                         *CURRENT SURVEY CONTROL
 CG0002  ___________________________________________________________________
 CG0002* NAD 83(1986)-  31 58 45.     (N)    110 29 06.     (W)     SCALED    
 CG0002* NAVD 88     -      1194.52   (+/-2cm)    3919.0    (feet)  VERTCON   
 CG0002  ___________________________________________________________________
 CG0002  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0002
 CG0002  VERT ORDER  -  ? (See Below)
 CG0002
 CG0002.The horizontal coordinates were scaled from a topographic map and have
 CG0002.an estimated accuracy of +/- 6 seconds.
 CG0002
 CG0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0002.The vertical order pertains to the NGVD 29 superseded value.
 CG0002
 CG0002.The geoid height was determined by GEOID03.
 CG0002
 CG0002;                    North         East    Units  Estimated Accuracy
 CG0002;SPC AZ C     -   109,450.      348,670.      MT  (+/- 180 meters Scaled)
 CG0002
 CG0002                          SUPERSEDED SURVEY CONTROL
 CG0002
 CG0002  NGVD 29 (??/??/92) 1193.720  (m)         3916.40   (f) ADJ UNCH    ?  
 CG0002
 CG0002.Superseded values are not recommended for survey control.
 CG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0002.See file dsdata.txt to determine how the superseded data were derived.
 CG0002
 CG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA486382(NAD 83)
 CG0002_MARKER: P = PIPE CAP
 CG0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0002_STAMPING: 3905 NOGLS
 CG0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0002
 CG0002  HISTORY     - Date     Condition        Report By
 CG0002  HISTORY     - UNK      MONUMENTED       USGS
 CG0002  HISTORY     - 1952     MARK NOT FOUND   NGS
 CG0002
 CG0002                          STATION DESCRIPTION
 CG0002
 CG0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0002'0.9 MI SE FROM AMOLE.
 CG0002'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0002'STATION SIGN AT AMOLE, 219 YARDS SOUTHEAST OF BRIDGE 1020 C, 200 YARDS
 CG0002'SOUTHEAST OF A WEST BOUND SIGNAL, AND IN LINE WITH A ROW OF POLES. A
 CG0002'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3905 NOGLS AND
 CG0002'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0349 ***********************************************************************
 CG0349  DESIGNATION -  3905.46
 CG0349  PID         -  CG0349
 CG0349  STATE/COUNTY-  AZ/PIMA
 CG0349  USGS QUAD   -  MESCAL (1983)
 CG0349
 CG0349                         *CURRENT SURVEY CONTROL
 CG0349  ___________________________________________________________________
 CG0349* NAD 83(1986)-  31 58 24.     (N)    110 30 00.     (W)     SCALED    
 CG0349* NAVD 88     -      1190.900  (meters)    3907.14   (feet)  ADJUSTED  
 CG0349  ___________________________________________________________________
 CG0349  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0349  DYNAMIC HT  -        1189.132 (meters)    3901.34  (feet)  COMP
 CG0349  MODELED GRAV-     979,113.3   (mgal)                       NAVD 88
 CG0349
 CG0349  VERT ORDER  -  FIRST     CLASS II
 CG0349
 CG0349.The horizontal coordinates were scaled from a topographic map and have
 CG0349.an estimated accuracy of +/- 6 seconds.
 CG0349
 CG0349.The orthometric height was determined by differential leveling
 CG0349.and adjusted by the National Geodetic Survey in June 1991..
 CG0349
 CG0349.The geoid height was determined by GEOID03.
 CG0349
 CG0349.The dynamic height is computed by dividing the NAVD 88
 CG0349.geopotential number by the normal gravity value computed on the
 CG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0349.degrees latitude (g = 980.6199 gals.).
 CG0349
 CG0349.The modeled gravity was interpolated from observed gravity values.
 CG0349
 CG0349;                    North         East    Units  Estimated Accuracy
 CG0349;SPC AZ C     -   108,790.      347,260.      MT  (+/- 180 meters Scaled)
 CG0349
 CG0349                          SUPERSEDED SURVEY CONTROL
 CG0349
 CG0349.No superseded survey control is available for this station.
 CG0349
 CG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA472375(NAD 83)
 CG0349_MARKER: DD = SURVEY DISK
 CG0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0349_SP_SET: CULVERT
 CG0349_STAMPING: 3905.46
 CG0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0349
 CG0349  HISTORY     - Date     Condition        Report By
 CG0349  HISTORY     - UNK      MONUMENTED       AZHD
 CG0349  HISTORY     - 1960     GOOD             NGS
 CG0349  HISTORY     - 1979     GOOD             NGS
 CG0349
 CG0349                          STATION DESCRIPTION
 CG0349
 CG0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0349'12.95 MI W FROM BENSON.
 CG0349'12.95 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0349'HIGHWAY 80, 0.9 MILE EAST OF AMOLE OVERPASS, 33 FEET SOUTH OF
 CG0349'EASTBOUND TRAFFIC LANE OF HIGHWAY, 4 FEET LOWER THAN THE HIGHWAY, SET
 CG0349'IN THE SOUTH HEADWALL.
 CG0349
 CG0349                          STATION RECOVERY (1979)
 CG0349
 CG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0349'12.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0349'OVERPASS AT BENSON, 0.35 MILE EAST OF MILE POST 293, AT A 6- BY 8-
 CG0349'FOOT BOX CULVERT, IN TOP OF THE CENTER OF THE SOUTH HEADWALL, 33 FEET
 CG0349'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 CG0349'THE MARK IS 4 FT BELOW TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0257 ***********************************************************************
 DU0257  DESIGNATION -  3906
 DU0257  PID         -  DU0257
 DU0257  STATE/COUNTY-  AZ/GILA
 DU0257  USGS QUAD   -  PINAL RANCH (1979)
 DU0257
 DU0257                         *CURRENT SURVEY CONTROL
 DU0257  ___________________________________________________________________
 DU0257* NAD 83(1986)-  33 22 16.     (N)    110 55 02.     (W)     SCALED    
 DU0257* NAVD 88     -      1191.13   (+/-2cm)    3907.9    (feet)  VERTCON   
 DU0257  ___________________________________________________________________
 DU0257  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DU0257
 DU0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0257
 DU0257.The horizontal coordinates were scaled from a topographic map and have
 DU0257.an estimated accuracy of +/- 6 seconds.
 DU0257
 DU0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0257.The vertical order pertains to the NGVD 29 superseded value.
 DU0257
 DU0257.The geoid height was determined by GEOID03.
 DU0257
 DU0257;                    North         East    Units  Estimated Accuracy
 DU0257;SPC AZ E     -   263,160.      143,520.      MT  (+/- 180 meters Scaled)
 DU0257
 DU0257                          SUPERSEDED SURVEY CONTROL
 DU0257
 DU0257  NGVD 29 (??/??/92) 1190.420  (m)         3905.57   (f) ADJ UNCH    2 0
 DU0257
 DU0257.Superseded values are not recommended for survey control.
 DU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0257.See file dsdata.txt to determine how the superseded data were derived.
 DU0257
 DU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB077924(NAD 83)
 DU0257_MARKER: DD = SURVEY DISK
 DU0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0257_STAMPING: 3906 PHNX
 DU0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0257
 DU0257  HISTORY     - Date     Condition        Report By
 DU0257  HISTORY     - UNK      MONUMENTED       USGS
 DU0257  HISTORY     - 1935     GOOD             NGS
 DU0257
 DU0257                          STATION DESCRIPTION
 DU0257
 DU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0257'4.1 MI W FROM MIAMI.
 DU0257'3.7 MI W ALONG US HWY NO. 60, THENCE ABOUT 0.4 MI S.W. ALONG A DIRT
 DU0257'ROAD PAST SCHULTZE CABINS.  ALONG THE DIRT ROAD PAST THE SCHULTZE
 DU0257'CABINS, ABOUT 200 FEET SOUTH ALONG THE SOUTH FORK FROM THE JUNCTION OF
 DU0257'A DRY CREEK, 54 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, ABOUT 4
 DU0257'FEET ABOVE THE BOTTOM OF THE STREAM BED, AND ON THE WESTERN BANK OF
 DU0257'THE EAST BRANCH OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0218 ***********************************************************************
 GP0218  DESIGNATION -  3908.5
 GP0218  PID         -  GP0218
 GP0218  STATE/COUNTY-  AZ/COCONINO
 GP0218  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0218
 GP0218                         *CURRENT SURVEY CONTROL
 GP0218  ___________________________________________________________________
 GP0218* NAD 83(1986)-  36 45 03.     (N)    111 38 01.     (W)     SCALED    
 GP0218* NAVD 88     -      1192.212  (meters)    3911.45   (feet)  POSTED    
 GP0218  ___________________________________________________________________
 GP0218  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GP0218  DYNAMIC HT  -        1190.830 (meters)    3906.91  (feet)  COMP
 GP0218  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 GP0218
 GP0218  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0218
 GP0218.The horizontal coordinates were scaled from a topographic map and have
 GP0218.an estimated accuracy of +/- 6 seconds.
 GP0218
 GP0218.The orthometric height was determined by differential leveling
 GP0218.and adjusted by the National Geodetic Survey in 1992..
 GP0218.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0218.rate of 1.1 thru 2.0 mm/km.
 GP0218
 GP0218.The geoid height was determined by GEOID03.
 GP0218
 GP0218.The dynamic height is computed by dividing the NAVD 88
 GP0218.geopotential number by the normal gravity value computed on the
 GP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0218.degrees latitude (g = 980.6199 gals.).
 GP0218
 GP0218.The modeled gravity was interpolated from observed gravity values.
 GP0218
 GP0218;                    North         East    Units  Estimated Accuracy
 GP0218;SPC AZ C     -   637,860.      238,640.      MT  (+/- 180 meters Scaled)
 GP0218
 GP0218                          SUPERSEDED SURVEY CONTROL
 GP0218
 GP0218  NGVD 29 (??/??/92) 1191.31   (m)         3908.5    (f) COMPUTED    1 2
 GP0218
 GP0218.Superseded values are not recommended for survey control.
 GP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0218.See file dsdata.txt to determine how the superseded data were derived.
 GP0218
 GP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF434674(NAD 83)
 GP0218_MARKER: DD = SURVEY DISK
 GP0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0218_SP_SET: CULVERT
 GP0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0218
 GP0218  HISTORY     - Date     Condition        Report By
 GP0218  HISTORY     - UNK      MONUMENTED       AZHD
 GP0218  HISTORY     - 1962     MARK NOT FOUND   NGS
 GP0218  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0218
 GP0218                          STATION DESCRIPTION
 GP0218
 GP0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0218'6.5 MI S FROM MARBLE CANYON.
 GP0218'6.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0218'CANYON, COCONINO COUNTY, 200 YARDS SOUTH OF A SMALL CONCRETE CULVERT,
 GP0218'AT A 36-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER OF THE
 GP0218'TOP OF THE EAST CONCRETE HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 GP0218'STANDARD DISK.
 GP0218
 GP0218                          STATION RECOVERY (1978)
 GP0218
 GP0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0133 ***********************************************************************
 EU0133  DESIGNATION -  391 Y
 EU0133  PID         -  EU0133
 EU0133  STATE/COUNTY-  AZ/MOHAVE
 EU0133  USGS QUAD   -  GENE WASH (1975)
 EU0133
 EU0133                         *CURRENT SURVEY CONTROL
 EU0133  ___________________________________________________________________
 EU0133* NAD 83(1986)-  34 18 20.     (N)    114 08 15.     (W)     SCALED    
 EU0133* NAVD 88     -       120.10   (+/-2cm)     394.0    (feet)  VERTCON   
 EU0133  ___________________________________________________________________
 EU0133  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0133
 EU0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0133
 EU0133.The horizontal coordinates were scaled from a topographic map and have
 EU0133.an estimated accuracy of +/- 6 seconds.
 EU0133
 EU0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0133.The vertical order pertains to the NGVD 29 superseded value.
 EU0133
 EU0133.The geoid height was determined by GEOID03.
 EU0133
 EU0133;                    North         East    Units  Estimated Accuracy
 EU0133;SPC AZ W     -   366,620.      177,690.      MT  (+/- 180 meters Scaled)
 EU0133
 EU0133                          SUPERSEDED SURVEY CONTROL
 EU0133
 EU0133  NGVD 29 (??/??/??)  119.486  (m)          392.01   (f) ADJUSTED    1 2
 EU0133
 EU0133.Superseded values are not recommended for survey control.
 EU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0133.See file dsdata.txt to determine how the superseded data were derived.
 EU0133
 EU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT634997(NAD 83)
 EU0133_MARKER: DB = BENCH MARK DISK
 EU0133_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 EU0133_SP_SET: UNSPECIFIED ROCK
 EU0133_STAMPING: 391 Y
 EU0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0133
 EU0133  HISTORY     - Date     Condition        Report By
 EU0133  HISTORY     - UNK      MONUMENTED       USGS
 EU0133  HISTORY     - 1958     MARK NOT FOUND   NGS
 EU0133  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0133
 EU0133                          STATION DESCRIPTION
 EU0133
 EU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EU0133'14 MI NE FROM PARKER.
 EU0133'IN MOHAVE COUNTY, 14.0 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 EU0133'ABOUT 500 FEET NORTH OF THE MOUTH OF WILLIAMS RIVER, ABOUT
 EU0133'175 FEET SOUTHEAST OF ADOBE RUINS AND IN ROCK.  A UNITED STATES
 EU0133'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 391 Y.  NOTE-- POSITION
 EU0133'INDICATES IT IS UNDER THE LAKE ABOVE PARKER DAM.
 EU0133
 EU0133                          STATION RECOVERY (1959)
 EU0133
 EU0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0350 ***********************************************************************
 ET0350  DESIGNATION -  3927
 ET0350  PID         -  ET0350
 ET0350  STATE/COUNTY-  AZ/YAVAPAI
 ET0350  USGS QUAD   -  KIRKLAND (1969)
 ET0350
 ET0350                         *CURRENT SURVEY CONTROL
 ET0350  ___________________________________________________________________
 ET0350* NAD 83(1986)-  34 25 01.     (N)    112 42 33.     (W)     SCALED    
 ET0350* NAVD 88     -      1200.195  (meters)    3937.64   (feet)  POSTED    
 ET0350  ___________________________________________________________________
 ET0350  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 ET0350  DYNAMIC HT  -        1198.630 (meters)    3932.51  (feet)  COMP
 ET0350  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 ET0350
 ET0350  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0350
 ET0350.The horizontal coordinates were scaled from a topographic map and have
 ET0350.an estimated accuracy of +/- 6 seconds.
 ET0350
 ET0350.The orthometric height was determined by differential leveling
 ET0350.and adjusted by the National Geodetic Survey in November 2005..
 ET0350
 ET0350.The geoid height was determined by GEOID03.
 ET0350
 ET0350.The dynamic height is computed by dividing the NAVD 88
 ET0350.geopotential number by the normal gravity value computed on the
 ET0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0350.degrees latitude (g = 980.6199 gals.).
 ET0350
 ET0350.The modeled gravity was interpolated from observed gravity values.
 ET0350
 ET0350;                    North         East    Units  Estimated Accuracy
 ET0350;SPC AZ C     -   379,180.      140,510.      MT  (+/- 180 meters Scaled)
 ET0350
 ET0350                          SUPERSEDED SURVEY CONTROL
 ET0350
 ET0350  NGVD 29 (??/??/92) 1199.423  (m)         3935.11   (f) ADJ UNCH    1 2
 ET0350
 ET0350.Superseded values are not recommended for survey control.
 ET0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0350.See file dsdata.txt to determine how the superseded data were derived.
 ET0350
 ET0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD429097(NAD 83)
 ET0350_MARKER: P = PIPE CAP
 ET0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0350_STAMPING: 3927 PRSCT
 ET0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0350
 ET0350  HISTORY     - Date     Condition        Report By
 ET0350  HISTORY     - UNK      MONUMENTED       CGS
 ET0350  HISTORY     - 1950     GOOD             NGS
 ET0350
 ET0350                          STATION DESCRIPTION
 ET0350
 ET0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0350'IN KIRKLAND.
 ET0350'AT KIRKLAND, AT THE KIRKLAND GENERAL STORE, 191.3 FEET SOUTHEAST OF
 ET0350'THE SOUTHEAST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0350'STATION, 90 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 6.4
 ET0350'FEET NORTHEAST OF THE EAST SIDE OF THE ENTRANCE TO THE STORE, 0.8 FEET
 ET0350'NORTH OF THE NORTH WALL, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 ET0350'PIPE PROJECTING 0.6 FOOT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0795 ***********************************************************************
 CG0795  DESIGNATION -  3929.5
 CG0795  PID         -  CG0795
 CG0795  STATE/COUNTY-  AZ/PIMA
 CG0795  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0795
 CG0795                         *CURRENT SURVEY CONTROL
 CG0795  ___________________________________________________________________
 CG0795* NAD 83(1986)-  31 49 18.     (N)    111 35 33.     (W)     SCALED    
 CG0795* NAVD 88     -      1198.37   (+/-2cm)    3931.7    (feet)  VERTCON   
 CG0795  ___________________________________________________________________
 CG0795  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CG0795
 CG0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0795
 CG0795.The horizontal coordinates were scaled from a topographic map and have
 CG0795.an estimated accuracy of +/- 6 seconds.
 CG0795
 CG0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0795.The vertical order pertains to the NGVD 29 superseded value.
 CG0795
 CG0795.The geoid height was determined by GEOID03.
 CG0795
 CG0795;                    North         East    Units  Estimated Accuracy
 CG0795;SPC AZ C     -    91,140.      244,050.      MT  (+/- 180 meters Scaled)
 CG0795
 CG0795                          SUPERSEDED SURVEY CONTROL
 CG0795
 CG0795  NGVD 29 (??/??/92) 1197.527  (m)         3928.89   (f) ADJ UNCH    2 0
 CG0795
 CG0795.Superseded values are not recommended for survey control.
 CG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0795.See file dsdata.txt to determine how the superseded data were derived.
 CG0795
 CG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA439208(NAD 83)
 CG0795_MARKER: Q = CHISELED SQUARE
 CG0795_SETTING: 80 = SET IN A BOULDER
 CG0795_SP_SET: BOULDER
 CG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0795+STABILITY: SURFACE MOTION
 CG0795
 CG0795  HISTORY     - Date     Condition        Report By
 CG0795  HISTORY     - UNK      MONUMENTED       USGS
 CG0795  HISTORY     - 1952     GOOD             NGS
 CG0795
 CG0795                          STATION DESCRIPTION
 CG0795
 CG0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0795'16.9 MI E FROM TOPAWA.
 CG0795'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0795'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0795'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 2.4
 CG0795'MILES EAST ALONG THE FRESNAL CANYON TRAIL, ON A ROCK KNOLL, CUT IN THE
 CG0795'TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 22
 CG0795'1/2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 12 1/2 FEET SOUTHEAST
 CG0795'OF A GROUP OF ROCKS WITH INDIAN CARVINGS, ABOUT 1 FOOT LOWER THAN THE
 CG0795'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0091 ***********************************************************************
 ET0091  DESIGNATION -  3930
 ET0091  PID         -  ET0091
 ET0091  STATE/COUNTY-  AZ/YAVAPAI
 ET0091  USGS QUAD   -  CLARKDALE (1973)
 ET0091
 ET0091                         *CURRENT SURVEY CONTROL
 ET0091  ___________________________________________________________________
 ET0091* NAD 83(1986)-  34 45 29.     (N)    112 04 39.     (W)     SCALED    
 ET0091* NAVD 88     -      1201.15   (+/-2cm)    3940.8    (feet)  VERTCON   
 ET0091  ___________________________________________________________________
 ET0091  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ET0091
 ET0091  VERT ORDER  -  ? (See Below)
 ET0091
 ET0091.The horizontal coordinates were scaled from a topographic map and have
 ET0091.an estimated accuracy of +/- 6 seconds.
 ET0091
 ET0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0091.The vertical order pertains to the NGVD 29 superseded value.
 ET0091
 ET0091.The geoid height was determined by GEOID03.
 ET0091
 ET0091;                    North         East    Units  Estimated Accuracy
 ET0091;SPC AZ C     -   416,750.      198,640.      MT  (+/- 180 meters Scaled)
 ET0091
 ET0091                          SUPERSEDED SURVEY CONTROL
 ET0091
 ET0091  NGVD 29 (??/??/92) 1200.358  (m)         3938.17   (f) ADJ UNCH    ?  
 ET0091
 ET0091.Superseded values are not recommended for survey control.
 ET0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0091.See file dsdata.txt to determine how the superseded data were derived.
 ET0091
 ET0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD013467(NAD 83)
 ET0091_MARKER: P = PIPE CAP
 ET0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0091_STAMPING: 3930 PRSCT
 ET0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0091
 ET0091  HISTORY     - Date     Condition        Report By
 ET0091  HISTORY     - UNK      MONUMENTED       USGS
 ET0091  HISTORY     - 1933     GOOD             NGS
 ET0091
 ET0091                          STATION DESCRIPTION
 ET0091
 ET0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0091'1.5 MI SW FROM CLARKDALE.
 ET0091'ABOUT 1.5 MILES SOUTHWEST OF THE POST OFFICE AT CLARKDALE, YAVAPAI
 ET0091'COUNTY, ON THE SOUTH BANK OF WALNUT GULCH, ABOUT 0.4 MILE WEST OF THE
 ET0091'CLARKDALE WATER RESERVOIR, ABOUT 0.2 MILE SOUTH OF A PAVED HIGHWAY,
 ET0091'ABOUT 400 FEET SOUTHWEST OF AN ABANDONED STONE BUILDING, AND ON THE
 ET0091'NORTH SIDE OF AN ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 ET0091'STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 ET0091'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NORT-- IT WAS REPORTED IN MAY
 ET0091'1933 THAT THE CAP HAD BEEN HAMMERED IN BELOW THE EDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0225 ***********************************************************************
 GP0225  DESIGNATION -  3938.63
 GP0225  PID         -  GP0225
 GP0225  STATE/COUNTY-  AZ/COCONINO
 GP0225  USGS QUAD   -  LEES FERRY (1985)
 GP0225
 GP0225                         *CURRENT SURVEY CONTROL
 GP0225  ___________________________________________________________________
 GP0225* NAD 83(1986)-  36 46 52.     (N)    111 37 00.     (W)     SCALED    
 GP0225* NAVD 88     -      1201.409  (meters)    3941.62   (feet)  POSTED    
 GP0225  ___________________________________________________________________
 GP0225  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GP0225  DYNAMIC HT  -        1200.020 (meters)    3937.07  (feet)  COMP
 GP0225  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 GP0225
 GP0225  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0225
 GP0225.The horizontal coordinates were scaled from a topographic map and have
 GP0225.an estimated accuracy of +/- 6 seconds.
 GP0225
 GP0225.The orthometric height was determined by differential leveling
 GP0225.and adjusted by the National Geodetic Survey in 1992..
 GP0225.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0225.rate of 1.1 thru 2.0 mm/km.
 GP0225
 GP0225.The geoid height was determined by GEOID03.
 GP0225
 GP0225.The dynamic height is computed by dividing the NAVD 88
 GP0225.geopotential number by the normal gravity value computed on the
 GP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0225.degrees latitude (g = 980.6199 gals.).
 GP0225
 GP0225.The modeled gravity was interpolated from observed gravity values.
 GP0225
 GP0225;                    North         East    Units  Estimated Accuracy
 GP0225;SPC AZ C     -   641,220.      240,140.      MT  (+/- 180 meters Scaled)
 GP0225
 GP0225                          SUPERSEDED SURVEY CONTROL
 GP0225
 GP0225  NGVD 29 (??/??/92) 1200.516  (m)         3938.69   (f) ADJ UNCH    1 2
 GP0225
 GP0225.Superseded values are not recommended for survey control.
 GP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0225.See file dsdata.txt to determine how the superseded data were derived.
 GP0225
 GP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF449707(NAD 83)
 GP0225_MARKER: DD = SURVEY DISK
 GP0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0225_SP_SET: CULVERT
 GP0225_STAMPING: 3938.63 STA 3583+44 1934
 GP0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0225
 GP0225  HISTORY     - Date     Condition        Report By
 GP0225  HISTORY     - 1934     MONUMENTED       AZDT
 GP0225  HISTORY     - 1962     GOOD             NGS
 GP0225  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0225
 GP0225                          STATION DESCRIPTION
 GP0225
 GP0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0225'3.75 MI SE FROM MARBLE CANYON.
 GP0225'ABOUT 3.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0225'OFFICE AND SERVICE STATION AT MARBLE CANYON, 0.35 MILE NORTH OF THE
 GP0225'INDIAN POLICE HEADQUARTERS LOCATED ON THE EAST SIDE OF THE HIGHWAY, AT
 GP0225'A CONCRETE-BOX CULVERT, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0225'ABOUT 6-INCHES BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0225'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF THE CULVERT.
 GP0225
 GP0225                          STATION RECOVERY (1978)
 GP0225
 GP0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1167 ***********************************************************************
 DU1167  DESIGNATION -  3940.86
 DU1167  PID         -  DU1167
 DU1167  STATE/COUNTY-  AZ/GILA
 DU1167  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1167
 DU1167                         *CURRENT SURVEY CONTROL
 DU1167  ___________________________________________________________________
 DU1167* NAD 83(1986)-  33 26 47.     (N)    110 43 12.     (W)     SCALED    
 DU1167* NAVD 88     -      1201.838  (meters)    3943.03   (feet)  ADJUSTED  
 DU1167  ___________________________________________________________________
 DU1167  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU1167  DYNAMIC HT  -        1200.182 (meters)    3937.60  (feet)  COMP
 DU1167  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 DU1167
 DU1167  VERT ORDER  -  FIRST     CLASS II
 DU1167
 DU1167.The horizontal coordinates were scaled from a topographic map and have
 DU1167.an estimated accuracy of +/- 6 seconds.
 DU1167
 DU1167.The orthometric height was determined by differential leveling
 DU1167.and adjusted by the National Geodetic Survey in June 1991..
 DU1167
 DU1167.The geoid height was determined by GEOID03.
 DU1167
 DU1167.The dynamic height is computed by dividing the NAVD 88
 DU1167.geopotential number by the normal gravity value computed on the
 DU1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1167.degrees latitude (g = 980.6199 gals.).
 DU1167
 DU1167.The modeled gravity was interpolated from observed gravity values.
 DU1167
 DU1167;                    North         East    Units  Estimated Accuracy
 DU1167;SPC AZ E     -   271,390.      161,920.      MT  (+/- 180 meters Scaled)
 DU1167
 DU1167                          SUPERSEDED SURVEY CONTROL
 DU1167
 DU1167.No superseded survey control is available for this station.
 DU1167
 DU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC260008(NAD 83)
 DU1167_MARKER: DB = BENCH MARK DISK
 DU1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1167_SP_SET: CURB OF SMALL BRIDGE
 DU1167_STAMPING: 3940.86 290+30+
 DU1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1167+STABILITY: SURFACE MOTION
 DU1167
 DU1167  HISTORY     - Date     Condition        Report By
 DU1167  HISTORY     - UNK      MONUMENTED       AZHD
 DU1167  HISTORY     - 1979     GOOD             NGS
 DU1167
 DU1167                          STATION DESCRIPTION
 DU1167
 DU1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1167'5.1 MI NE FROM GLOBE.
 DU1167'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1167'COURTHOUSE IN GLOBE, SET IN TOP OF THE EAST CURB OF A SMALL BRIDGE,
 DU1167'39 FEET SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, 33 FEET
 DU1167'NORTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 21 FEET EAST-SOUTHEAST
 DU1167'OF THE CENTERLINE OF THE HIGHWAY AND 0.5 FOOT WEST-NORTHWEST OF THE
 DU1167'CONCRETE GUARD RAIL.
 DU1167'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0220 ***********************************************************************
 GP0220  DESIGNATION -  3943.03
 GP0220  PID         -  GP0220
 GP0220  STATE/COUNTY-  AZ/COCONINO
 GP0220  USGS QUAD   -  LEES FERRY (1985)
 GP0220
 GP0220                         *CURRENT SURVEY CONTROL
 GP0220  ___________________________________________________________________
 GP0220* NAD 83(1986)-  36 45 56.     (N)    111 37 31.     (W)     SCALED    
 GP0220* NAVD 88     -      1202.762  (meters)    3946.06   (feet)  POSTED    
 GP0220  ___________________________________________________________________
 GP0220  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0220  DYNAMIC HT  -        1201.370 (meters)    3941.49  (feet)  COMP
 GP0220  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 GP0220
 GP0220  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0220
 GP0220.The horizontal coordinates were scaled from a topographic map and have
 GP0220.an estimated accuracy of +/- 6 seconds.
 GP0220
 GP0220.The orthometric height was determined by differential leveling
 GP0220.and adjusted by the National Geodetic Survey in 1992..
 GP0220.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0220.rate of 0.0 thru 1.0 mm/km.
 GP0220
 GP0220.The geoid height was determined by GEOID03.
 GP0220
 GP0220.The dynamic height is computed by dividing the NAVD 88
 GP0220.geopotential number by the normal gravity value computed on the
 GP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0220.degrees latitude (g = 980.6199 gals.).
 GP0220
 GP0220.The modeled gravity was interpolated from observed gravity values.
 GP0220
 GP0220;                    North         East    Units  Estimated Accuracy
 GP0220;SPC AZ C     -   639,500.      239,370.      MT  (+/- 180 meters Scaled)
 GP0220
 GP0220                          SUPERSEDED SURVEY CONTROL
 GP0220
 GP0220  NGVD 29 (??/??/92) 1201.861  (m)         3943.11   (f) ADJ UNCH    1 2
 GP0220
 GP0220.Superseded values are not recommended for survey control.
 GP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0220.See file dsdata.txt to determine how the superseded data were derived.
 GP0220
 GP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF441690(NAD 83)
 GP0220_MARKER: DD = SURVEY DISK
 GP0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0220_SP_SET: CULVERT
 GP0220_STAMPING: 3943.03 3520+20 1934
 GP0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0220
 GP0220  HISTORY     - Date     Condition        Report By
 GP0220  HISTORY     - 1934     MONUMENTED       AZDT
 GP0220  HISTORY     - 1962     GOOD             NGS
 GP0220  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0220
 GP0220                          STATION DESCRIPTION
 GP0220
 GP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0220'4.95 MI SE FROM MARBLE CANYON.
 GP0220'ABOUT 4.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0220'OFFICE AND SERVICE STATION AT MARBLE CANYON, 12.5 FEET EAST OF THE
 GP0220'CENTERLINE OF THE HIGHWAY, ABOUT 5-INCHES ABOVE THE LEVEL OF THE
 GP0220'HIGHWAY, AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL
 GP0220'OF A 36-INCH METAL CULVERT.
 GP0220
 GP0220                          STATION RECOVERY (1978)
 GP0220
 GP0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0483 ***********************************************************************
 ES0483  DESIGNATION -  3956.2
 ES0483  PID         -  ES0483
 ES0483  STATE/COUNTY-  AZ/YAVAPAI
 ES0483  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0483
 ES0483                         *CURRENT SURVEY CONTROL
 ES0483  ___________________________________________________________________
 ES0483* NAD 83(1986)-  34 48 18.     (N)    111 54 42.     (W)     SCALED    
 ES0483* NAVD 88     -      1206.952  (meters)    3959.81   (feet)  ADJUSTED  
 ES0483  ___________________________________________________________________
 ES0483  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 ES0483  DYNAMIC HT  -        1205.420 (meters)    3954.78  (feet)  COMP
 ES0483  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 ES0483
 ES0483  VERT ORDER  -  FIRST     CLASS II
 ES0483
 ES0483.The horizontal coordinates were scaled from a topographic map and have
 ES0483.an estimated accuracy of +/- 6 seconds.
 ES0483
 ES0483.The orthometric height was determined by differential leveling
 ES0483.and adjusted by the National Geodetic Survey in June 1991..
 ES0483
 ES0483.The geoid height was determined by GEOID03.
 ES0483
 ES0483.The dynamic height is computed by dividing the NAVD 88
 ES0483.geopotential number by the normal gravity value computed on the
 ES0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0483.degrees latitude (g = 980.6199 gals.).
 ES0483
 ES0483.The modeled gravity was interpolated from observed gravity values.
 ES0483
 ES0483;                    North         East    Units  Estimated Accuracy
 ES0483;SPC AZ C     -   421,940.      213,820.      MT  (+/- 180 meters Scaled)
 ES0483
 ES0483                          SUPERSEDED SURVEY CONTROL
 ES0483
 ES0483  NGVD 29 (??/??/92) 1206.173  (m)         3957.25   (f) ADJ UNCH    1 2
 ES0483
 ES0483.Superseded values are not recommended for survey control.
 ES0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0483.See file dsdata.txt to determine how the superseded data were derived.
 ES0483
 ES0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD166517(NAD 83)
 ES0483_MARKER: O = CHISELED CIRCLE
 ES0483_SETTING: 66 = SET IN ROCK OUTCROP
 ES0483_SP_SET: ROCK OUTCROP
 ES0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0483+STABILITY: POSITION/ELEVATION WELL
 ES0483
 ES0483  HISTORY     - Date     Condition        Report By
 ES0483  HISTORY     - UNK      MONUMENTED       USGS
 ES0483  HISTORY     - 1933     GOOD             NGS
 ES0483
 ES0483                          STATION DESCRIPTION
 ES0483
 ES0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0483'11.3 MI SW FROM SEDONA.
 ES0483'AT SIDE OF HIGHWAY, SUMMIT OF GRADE, 80 FEET NORTHWEST OF HIGHWAY
 ES0483'CENTER-LINE, ON VOLCANIC ROCK OUTCROP PAINTED WHITE U.S.B.M. 3956.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0078 ***********************************************************************
 CG0078  DESIGNATION -  3956.22
 CG0078  PID         -  CG0078
 CG0078  STATE/COUNTY-  AZ/COCHISE
 CG0078  USGS QUAD   -  BENSON (1983)
 CG0078
 CG0078                         *CURRENT SURVEY CONTROL
 CG0078  ___________________________________________________________________
 CG0078* NAD 83(1986)-  31 58 01.     (N)    110 20 12.     (W)     SCALED    
 CG0078* NAVD 88     -      1206.25   (+/-2cm)    3957.5    (feet)  VERTCON   
 CG0078  ___________________________________________________________________
 CG0078  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0078
 CG0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0078
 CG0078.The horizontal coordinates were scaled from a topographic map and have
 CG0078.an estimated accuracy of +/- 6 seconds.
 CG0078
 CG0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0078.The vertical order pertains to the NGVD 29 superseded value.
 CG0078
 CG0078.The geoid height was determined by GEOID03.
 CG0078
 CG0078;                    North         East    Units  Estimated Accuracy
 CG0078;SPC AZ E     -   107,220.      197,290.      MT  (+/- 180 meters Scaled)
 CG0078
 CG0078                          SUPERSEDED SURVEY CONTROL
 CG0078
 CG0078  NGVD 29 (??/??/92) 1205.456  (m)         3954.90   (f) ADJ UNCH    2 0
 CG0078
 CG0078.Superseded values are not recommended for survey control.
 CG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0078.See file dsdata.txt to determine how the superseded data were derived.
 CG0078
 CG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA626369(NAD 83)
 CG0078_MARKER: DD = SURVEY DISK
 CG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0078_SP_SET: CULVERT
 CG0078_STAMPING: 3956.22 13022 947
 CG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0078
 CG0078  HISTORY     - Date     Condition        Report By
 CG0078  HISTORY     - UNK      MONUMENTED       AZHD
 CG0078  HISTORY     - 1960     GOOD             NGS
 CG0078  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0078
 CG0078                          STATION DESCRIPTION
 CG0078
 CG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0078'2.15 MI W FROM BENSON.
 CG0078'2.15 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA ON U. S. HIGHWAY
 CG0078'80, 0.1 MILE EAST OF MILEPOST 291, 24 FEET SOUTH OF CENTERLINE OF THE
 CG0078'WESTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0078
 CG0078                          STATION RECOVERY (1979)
 CG0078
 CG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0078'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0078'HAS BEEN REPLACED BY A GRATE TYPE DRAINAGE SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0785 ***********************************************************************
 CZ0785  DESIGNATION -  395+86.67
 CZ0785  PID         -  CZ0785
 CZ0785  STATE/COUNTY-  AZ/PIMA
 CZ0785  USGS QUAD   -  THREE POINTS (1992)
 CZ0785
 CZ0785                         *CURRENT SURVEY CONTROL
 CZ0785  ___________________________________________________________________
 CZ0785* NAD 83(1986)-  32 05 22.     (N)    111 16 50.     (W)     SCALED    
 CZ0785* NAVD 88     -       769.94   (+/-2cm)    2526.0    (feet)  VERTCON   
 CZ0785  ___________________________________________________________________
 CZ0785  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0785
 CZ0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0785
 CZ0785.The horizontal coordinates were scaled from a topographic map and have
 CZ0785.an estimated accuracy of +/- 6 seconds.
 CZ0785
 CZ0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0785.The vertical order pertains to the NGVD 29 superseded value.
 CZ0785
 CZ0785.The geoid height was determined by GEOID03.
 CZ0785
 CZ0785;                    North         East    Units  Estimated Accuracy
 CZ0785;SPC AZ C     -   120,960.      273,400.      MT  (+/- 180 meters Scaled)
 CZ0785
 CZ0785                          SUPERSEDED SURVEY CONTROL
 CZ0785
 CZ0785  NGVD 29 (??/??/92)  769.256  (m)         2523.80   (f) ADJ UNCH    2 0
 CZ0785
 CZ0785.Superseded values are not recommended for survey control.
 CZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0785.See file dsdata.txt to determine how the superseded data were derived.
 CZ0785
 CZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA735503(NAD 83)
 CZ0785_MARKER: DD = SURVEY DISK
 CZ0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0785_SP_SET: CULVERT
 CZ0785_STAMPING: 395+86.67 2524.75
 CZ0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0785
 CZ0785  HISTORY     - Date     Condition        Report By
 CZ0785  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0785  HISTORY     - 1951     GOOD             NGS
 CZ0785
 CZ0785                          STATION DESCRIPTION
 CZ0785
 CZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0785'20.0 MI SW FROM TUCSON.
 CZ0785'20 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0785'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0785'HEADWALL OF A 4 BY 30 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0785'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0785'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 CZ0785'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0142 ***********************************************************************
 CF0142  DESIGNATION -  3979
 CF0142  PID         -  CF0142
 CF0142  STATE/COUNTY-  AZ/COCHISE
 CF0142  USGS QUAD   -  DOUGLAS (1978)
 CF0142
 CF0142                         *CURRENT SURVEY CONTROL
 CF0142  ___________________________________________________________________
 CF0142* NAD 83(1986)-  31 20 57.     (N)    109 33 23.     (W)     SCALED    
 CF0142* NAVD 88     -      1214.206  (meters)    3983.61   (feet)  ADJUSTED  
 CF0142  ___________________________________________________________________
 CF0142  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0142  DYNAMIC HT  -        1212.310 (meters)    3977.39  (feet)  COMP
 CF0142  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CF0142
 CF0142  VERT ORDER  -  FIRST     CLASS II
 CF0142
 CF0142.The horizontal coordinates were scaled from a topographic map and have
 CF0142.an estimated accuracy of +/- 6 seconds.
 CF0142
 CF0142.The orthometric height was determined by differential leveling
 CF0142.and adjusted by the National Geodetic Survey in June 1991..
 CF0142
 CF0142.The geoid height was determined by GEOID03.
 CF0142
 CF0142.The dynamic height is computed by dividing the NAVD 88
 CF0142.geopotential number by the normal gravity value computed on the
 CF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0142.degrees latitude (g = 980.6199 gals.).
 CF0142
 CF0142.The modeled gravity was interpolated from observed gravity values.
 CF0142
 CF0142;                    North         East    Units  Estimated Accuracy
 CF0142;SPC AZ E     -    38,870.      271,430.      MT  (+/- 180 meters Scaled)
 CF0142
 CF0142                          SUPERSEDED SURVEY CONTROL
 CF0142
 CF0142  NGVD 29 (??/??/92) 1213.404  (m)         3980.98   (f) ADJ UNCH    1 2
 CF0142
 CF0142.Superseded values are not recommended for survey control.
 CF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0142.See file dsdata.txt to determine how the superseded data were derived.
 CF0142
 CF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV373692(NAD 83)
 CF0142_MARKER: DD = SURVEY DISK
 CF0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0142_SP_SET: BASE
 CF0142_STAMPING: 3979
 CF0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0142
 CF0142  HISTORY     - Date     Condition        Report By
 CF0142  HISTORY     - UNK      MONUMENTED       USGS
 CF0142  HISTORY     - 1934     GOOD             NGS
 CF0142  HISTORY     - 1980     GOOD             NGS
 CF0142  HISTORY     - 19981001 GOOD             USPSQD
 CF0142
 CF0142                          STATION DESCRIPTION
 CF0142
 CF0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0142'IN DOUGLAS.
 CF0142'AT DOUGLAS, COCHISE COUNTY, AT THE EAST SIDE OF THE FRONT ENTRANCE TO
 CF0142'THE SOUTHERN PACIFIC CO. RAILROAD STATION, AND IN THE BASE OF A
 CF0142'LAMPPOST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CF0142'3979 AND SET VERTICALLY.
 CF0142
 CF0142                          STATION RECOVERY (1980)
 CF0142
 CF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0142'RECOVERED IN GOOD CONDITION.
 CF0142
 CF0142                          STATION RECOVERY (1998)
 CF0142
 CF0142'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0221 ***********************************************************************
 GP0221  DESIGNATION -  3979.26
 GP0221  PID         -  GP0221
 GP0221  STATE/COUNTY-  AZ/COCONINO
 GP0221  USGS QUAD   -  LEES FERRY (1985)
 GP0221
 GP0221                         *CURRENT SURVEY CONTROL
 GP0221  ___________________________________________________________________
 GP0221* NAD 83(1986)-  36 46 20.     (N)    111 37 17.     (W)     SCALED    
 GP0221* NAVD 88     -      1213.805  (meters)    3982.29   (feet)  POSTED    
 GP0221  ___________________________________________________________________
 GP0221  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0221  DYNAMIC HT  -        1212.400 (meters)    3977.68  (feet)  COMP
 GP0221  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 GP0221
 GP0221  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0221
 GP0221.The horizontal coordinates were scaled from a topographic map and have
 GP0221.an estimated accuracy of +/- 6 seconds.
 GP0221
 GP0221.The orthometric height was determined by differential leveling
 GP0221.and adjusted by the National Geodetic Survey in 1992..
 GP0221.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0221.rate of 1.1 thru 2.0 mm/km.
 GP0221
 GP0221.The geoid height was determined by GEOID03.
 GP0221
 GP0221.The dynamic height is computed by dividing the NAVD 88
 GP0221.geopotential number by the normal gravity value computed on the
 GP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0221.degrees latitude (g = 980.6199 gals.).
 GP0221
 GP0221.The modeled gravity was interpolated from observed gravity values.
 GP0221
 GP0221;                    North         East    Units  Estimated Accuracy
 GP0221;SPC AZ C     -   640,240.      239,720.      MT  (+/- 180 meters Scaled)
 GP0221
 GP0221                          SUPERSEDED SURVEY CONTROL
 GP0221
 GP0221  NGVD 29 (??/??/92) 1212.906  (m)         3979.34   (f) ADJ UNCH    1 2
 GP0221
 GP0221.Superseded values are not recommended for survey control.
 GP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0221.See file dsdata.txt to determine how the superseded data were derived.
 GP0221
 GP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF445697(NAD 83)
 GP0221_MARKER: DD = SURVEY DISK
 GP0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0221_SP_SET: CULVERT
 GP0221_STAMPING: 3979.26 STA 3548+80 1934
 GP0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0221
 GP0221  HISTORY     - Date     Condition        Report By
 GP0221  HISTORY     - 1934     MONUMENTED       AZDT
 GP0221  HISTORY     - 1962     GOOD             NGS
 GP0221
 GP0221                          STATION DESCRIPTION
 GP0221
 GP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0221'4.4 MI SE FROM MARBLE CANYON.
 GP0221'ABOUT 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE
 GP0221'AND SERVICE STATION AT MARBLE CANYON, 0.1 MILE SOUTH OF THE SOUTH
 GP0221'ENTRANCE TO A ROADSIDE PARK AND BENCH MARK V 404 1962, 12.0 FEET EAST
 GP0221'OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 GP0221'SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL OF A 36-INCH
 GP0221'METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0248 ***********************************************************************
 GP0248  DESIGNATION -  3979.49
 GP0248  PID         -  GP0248
 GP0248  STATE/COUNTY-  AZ/COCONINO
 GP0248  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0248
 GP0248                         *CURRENT SURVEY CONTROL
 GP0248  ___________________________________________________________________
 GP0248* NAD 83(1986)-  36 45 28.     (N)    111 42 51.     (W)     SCALED    
 GP0248* NAVD 88     -      1210.125  (meters)    3970.22   (feet)  POSTED    
 GP0248  ___________________________________________________________________
 GP0248  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GP0248  DYNAMIC HT  -        1208.720 (meters)    3965.61  (feet)  COMP
 GP0248  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 GP0248
 GP0248  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0248
 GP0248.The horizontal coordinates were scaled from a topographic map and have
 GP0248.an estimated accuracy of +/- 6 seconds.
 GP0248
 GP0248.The orthometric height was determined by differential leveling
 GP0248.and adjusted by the National Geodetic Survey in 1992..
 GP0248.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0248.rate of 0.0 thru 1.0 mm/km.
 GP0248
 GP0248.The geoid height was determined by GEOID03.
 GP0248
 GP0248.The dynamic height is computed by dividing the NAVD 88
 GP0248.geopotential number by the normal gravity value computed on the
 GP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0248.degrees latitude (g = 980.6199 gals.).
 GP0248
 GP0248.The modeled gravity was interpolated from observed gravity values.
 GP0248
 GP0248;                    North         East    Units  Estimated Accuracy
 GP0248;SPC AZ C     -   638,610.      231,440.      MT  (+/- 180 meters Scaled)
 GP0248
 GP0248                          SUPERSEDED SURVEY CONTROL
 GP0248
 GP0248  NGVD 29 (??/??/92) 1209.218  (m)         3967.24   (f) ADJ UNCH    1 2
 GP0248
 GP0248.Superseded values are not recommended for survey control.
 GP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0248.See file dsdata.txt to determine how the superseded data were derived.
 GP0248
 GP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF362682(NAD 83)
 GP0248_MARKER: DD = SURVEY DISK
 GP0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0248_SP_SET: CULVERT
 GP0248_STAMPING: 3979.49 352+37.7 1933
 GP0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0248
 GP0248  HISTORY     - Date     Condition        Report By
 GP0248  HISTORY     - 1933     MONUMENTED       AZHD
 GP0248  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0248
 GP0248                          STATION DESCRIPTION
 GP0248
 GP0248'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0248'6.2 MI SW FROM MARBLE CANYON.
 GP0248'6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0248'MARBLE CANYON, COCONINO COUNTY, AT A 12- BY 12-FOOT BOX CULVERT, AND
 GP0248'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL.  AN ARIZONA
 GP0248'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3979.49 352+37.7 1933.
 GP0248
 GP0248                          STATION RECOVERY (1993)
 GP0248
 GP0248'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0867 ***********************************************************************
 FS0867  DESIGNATION -  398.1 B
 FS0867  PID         -  FS0867
 FS0867  STATE/COUNTY-  AZ/MOHAVE
 FS0867  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0867
 FS0867                         *CURRENT SURVEY CONTROL
 FS0867  ___________________________________________________________________
 FS0867* NAD 83(1986)-  35 29 34.     (N)    114 40 35.     (W)     SCALED    
 FS0867* NAVD 88     -       187.358  (meters)     614.69   (feet)  POSTED    
 FS0867  ___________________________________________________________________
 FS0867  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0867  DYNAMIC HT  -         187.170 (meters)     614.07  (feet)  COMP
 FS0867  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FS0867
 FS0867  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0867
 FS0867.The horizontal coordinates were scaled from a topographic map and have
 FS0867.an estimated accuracy of +/- 6 seconds.
 FS0867
 FS0867.The orthometric height was determined by differential leveling
 FS0867.and adjusted by the National Geodetic Survey in 1992..
 FS0867.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0867.rate of 3.1 thru 4.0 mm/km.
 FS0867
 FS0867.The geoid height was determined by GEOID03.
 FS0867
 FS0867.The dynamic height is computed by dividing the NAVD 88
 FS0867.geopotential number by the normal gravity value computed on the
 FS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0867.degrees latitude (g = 980.6199 gals.).
 FS0867
 FS0867.The modeled gravity was interpolated from observed gravity values.
 FS0867
 FS0867;                    North         East    Units  Estimated Accuracy
 FS0867;SPC AZ W     -   498,650.      129,310.      MT  (+/- 180 meters Scaled)
 FS0867
 FS0867                          SUPERSEDED SURVEY CONTROL
 FS0867
 FS0867  NGVD 29 (??/??/92)  186.655  (m)          612.38   (f) ADJ UNCH    1 2
 FS0867
 FS0867.Superseded values are not recommended for survey control.
 FS0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0867.See file dsdata.txt to determine how the superseded data were derived.
 FS0867
 FS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV107301(NAD 83)
 FS0867_MARKER: DD = SURVEY DISK
 FS0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0867_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0867_STAMPING: 398.1 1932
 FS0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0867
 FS0867  HISTORY     - Date     Condition        Report By
 FS0867  HISTORY     - 1932     MONUMENTED       BOR
 FS0867  HISTORY     - 1950     GOOD             NGS
 FS0867  HISTORY     - 1957     GOOD             USGS
 FS0867
 FS0867                          STATION DESCRIPTION
 FS0867
 FS0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0867'30.9 MI W FROM GRASSHOPPER JUNCTION.
 FS0867'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0867'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 23.5 MILES WEST
 FS0867'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0867'208 YARDS SOUTHEAST OF THE LANDING, ABOUT QUARTERWAY UP A STEEP
 FS0867'SLOPE ON THE EAST SIDE OF THE COLORADO RIVER, 4 FEET SOUTHEAST OF
 FS0867'A CAIRN, 0.5 FOOT EAST OF A 2-INCH IRON PIPE PROJECTING 0.5 FOOT
 FS0867'ABOVE THE GROUND, AND SET IN CONCRETE IN THE TOP OF A 2-INCH
 FS0867'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 FS0867'IS INUNDATED BY LAKE MOJAVE.
 FS0867
 FS0867                          STATION RECOVERY (1957)
 FS0867
 FS0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0435 ***********************************************************************
 CY0435  DESIGNATION -  3985.51
 CY0435  PID         -  CY0435
 CY0435  STATE/COUNTY-  AZ/COCHISE
 CY0435  USGS QUAD   -  LUZENA (1979)
 CY0435
 CY0435                         *CURRENT SURVEY CONTROL
 CY0435  ___________________________________________________________________
 CY0435* NAD 83(1986)-  32 21 22.     (N)    109 36 46.     (W)     SCALED    
 CY0435* NAVD 88     -      1215.381  (meters)    3987.46   (feet)  ADJUSTED  
 CY0435  ___________________________________________________________________
 CY0435  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0435  DYNAMIC HT  -        1213.581 (meters)    3981.56  (feet)  COMP
 CY0435  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CY0435
 CY0435  VERT ORDER  -  FIRST     CLASS II
 CY0435
 CY0435.The horizontal coordinates were scaled from a topographic map and have
 CY0435.an estimated accuracy of +/- 6 seconds.
 CY0435
 CY0435.The orthometric height was determined by differential leveling
 CY0435.and adjusted by the National Geodetic Survey in June 1991..
 CY0435
 CY0435.The geoid height was determined by GEOID03.
 CY0435
 CY0435.The dynamic height is computed by dividing the NAVD 88
 CY0435.geopotential number by the normal gravity value computed on the
 CY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0435.degrees latitude (g = 980.6199 gals.).
 CY0435
 CY0435.The modeled gravity was interpolated from observed gravity values.
 CY0435
 CY0435;                    North         East    Units  Estimated Accuracy
 CY0435;SPC AZ E     -   150,490.      265,490.      MT  (+/- 180 meters Scaled)
 CY0435
 CY0435                          SUPERSEDED SURVEY CONTROL
 CY0435
 CY0435  NGVD 29 (??/??/92) 1214.628  (m)         3984.99   (f) ADJ UNCH    1 2
 CY0435
 CY0435.Superseded values are not recommended for survey control.
 CY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0435.See file dsdata.txt to determine how the superseded data were derived.
 CY0435
 CY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA305807(NAD 83)
 CY0435_MARKER: DD = SURVEY DISK
 CY0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0435_SP_SET: BRIDGE
 CY0435_STAMPING: 3985.51
 CY0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0435
 CY0435  HISTORY     - Date     Condition        Report By
 CY0435  HISTORY     - UNK      MONUMENTED       AZHD
 CY0435  HISTORY     - 1952     GOOD             NGS
 CY0435  HISTORY     - 1979     POOR             NGS
 CY0435
 CY0435                          STATION DESCRIPTION
 CY0435
 CY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0435'16.2 MI NE FROM WILLCOX.
 CY0435'16.2 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0435'WILLCOX, 0.7 MILE SOUTHEAST OF THE INTERSECTION OF UNITED STATES
 CY0435'HIGHWAY 666 AND STATE HIGHWAY 86, 0.4 MILE SOUTHEAST OF HIGHWAY
 CY0435'MILEPOST NUMBER 344, 0.4 MILE NORTHWEST OF A SOUTHERN PACIFIC COMPANY
 CY0435'RAILROAD UNDERPASS NUMBER 1091.04, IN THE TOP AND AT THE SOUTHEAST END
 CY0435'OF THE NORTHEAST RAILING OF A BRIDGE OVER A DEEP DRY WASH, 26.0 FEET
 CY0435'NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 17.4 FEET NORTHEAST OF
 CY0435'THE CENTER LINE OF THE HIGHWAY, AND 0.7 FOOT HIGHER THAN THE HIGHWAY.
 CY0435'NOTE-- 7.4 MILES NORTHWEST OF BOWIE ALONG THE SOUTHERN PACIFIC COMPANY
 CY0435'RAILROAD THENCE 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 86.
 CY0435
 CY0435                          STATION RECOVERY (1979)
 CY0435
 CY0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0435'13.2 KILOMETERS (8.2 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0435'RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FRONTAGE ROAD BRIDGE OVER
 CY0435'GOLD GULCH, IN TOP OF THE ADJUSTABLE SECTION OF THE NORTHEAST CURB,
 CY0435'7.9 METERS (26 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CURB AND
 CY0435'5.4 METERS (17.5 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CY0435'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0364 ***********************************************************************
 ET0364  DESIGNATION -  3997.3
 ET0364  PID         -  ET0364
 ET0364  STATE/COUNTY-  AZ/YAVAPAI
 ET0364  USGS QUAD   -  HILLSIDE (1969)
 ET0364
 ET0364                         *CURRENT SURVEY CONTROL
 ET0364  ___________________________________________________________________
 ET0364* NAD 83(1986)-  34 26 16.     (N)    112 55 42.     (W)     SCALED    
 ET0364* NAVD 88     -      1218.971  (meters)    3999.24   (feet)  POSTED    
 ET0364  ___________________________________________________________________
 ET0364  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0364  DYNAMIC HT  -        1217.430 (meters)    3994.18  (feet)  COMP
 ET0364  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 ET0364
 ET0364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0364
 ET0364.The horizontal coordinates were scaled from a topographic map and have
 ET0364.an estimated accuracy of +/- 6 seconds.
 ET0364
 ET0364.The orthometric height was determined by differential leveling
 ET0364.and adjusted by the National Geodetic Survey in November 2005..
 ET0364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0364.rate of 1.1 thru 2.0 mm/km.
 ET0364
 ET0364.The geoid height was determined by GEOID03.
 ET0364
 ET0364.The dynamic height is computed by dividing the NAVD 88
 ET0364.geopotential number by the normal gravity value computed on the
 ET0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0364.degrees latitude (g = 980.6199 gals.).
 ET0364
 ET0364.The modeled gravity was interpolated from observed gravity values.
 ET0364
 ET0364;                    North         East    Units  Estimated Accuracy
 ET0364;SPC AZ C     -   381,670.      120,390.      MT  (+/- 180 meters Scaled)
 ET0364
 ET0364                          SUPERSEDED SURVEY CONTROL
 ET0364
 ET0364  NGVD 29 (??/??/92) 1218.219  (m)         3996.77   (f) ADJ UNCH    1 2
 ET0364
 ET0364.Superseded values are not recommended for survey control.
 ET0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0364.See file dsdata.txt to determine how the superseded data were derived.
 ET0364
 ET0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD228123(NAD 83)
 ET0364_MARKER: Q = CHISELED SQUARE
 ET0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0364_SP_SET: CATTLE GUARD
 ET0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0364
 ET0364  HISTORY     - Date     Condition        Report By
 ET0364  HISTORY     - UNK      MONUMENTED       USGS
 ET0364  HISTORY     - 1950     GOOD             NGS
 ET0364
 ET0364                          STATION DESCRIPTION
 ET0364
 ET0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0364'1.8 MI NW FROM HILLSIDE.
 ET0364'1.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0364'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 0.6 MILE NORTHWEST OF
 ET0364'THE NORTHWEST CORNER OF A TRIANGLE FORMED BY A COUNTY GRADED ROAD
 ET0364'LEADING SOUTHEAST TO KIRLKLAND, AT AN OLD ABANDONED CATTLE GUARD, IN
 ET0364'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 99.5
 ET0364'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A NEW CATTLE GUARD, 32 1/2
 ET0364'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER
 ET0364'THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3951 ***********************************************************************
 AJ3951  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3951  DESIGNATION -  3AL4
 AJ3951  PID         -  AJ3951
 AJ3951  STATE/COUNTY-  AZ/MARICOPA
 AJ3951  USGS QUAD   -  GILLESPIE (1984)
 AJ3951
 AJ3951                         *CURRENT SURVEY CONTROL
 AJ3951  ___________________________________________________________________
 AJ3951* NAD 83(1992)-  33 22 13.84152(N)    112 52 35.84339(W)     ADJUSTED  
 AJ3951* NAVD 88     -       296.46   (meters)     972.6    (feet)  GPS OBS   
 AJ3951  ___________________________________________________________________
 AJ3951  X           -  -2,072,884.237 (meters)                     COMP
 AJ3951  Y           -  -4,912,795.165 (meters)                     COMP
 AJ3951  Z           -   3,488,495.200 (meters)                     COMP
 AJ3951  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AJ3951  ELLIP HEIGHT-         265.44  (meters)          (04/12/01) GPS OBS
 AJ3951  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AJ3951
 AJ3951  HORZ ORDER  -  B
 AJ3951  ELLP ORDER  -  THIRD     CLASS II
 AJ3951
 AJ3951.The horizontal coordinates were established by GPS observations
 AJ3951.and adjusted by the National Geodetic Survey in April 2001..
 AJ3951
 AJ3951.The orthometric height was determined by GPS observations and a
 AJ3951.high-resolution geoid model using precise GPS observation and
 AJ3951.processing techniques.
 AJ3951
 AJ3951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3951
 AJ3951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3951
 AJ3951.The ellipsoidal height was determined by GPS observations
 AJ3951.and is referenced to NAD 83.
 AJ3951
 AJ3951.The geoid height was determined by GEOID03.
 AJ3951
 AJ3951;                    North         East     Units Scale Factor Converg.
 AJ3951;SPC AZ C     -   263,251.669   124,033.087   MT  0.99999835   -0 31 41.0
 AJ3951;SPC AZ C     -   863,686.58    406,932.70   iFT  0.99999835   -0 31 41.0
 AJ3951;UTM  12      - 3,693,936.085   325,417.646   MT  0.99997578   -1 01 57.0
 AJ3951
 AJ3951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3951!SPC AZ C     -   0.99995833  x   0.99999835  =   0.99995668
 AJ3951!UTM  12      -   0.99995833  x   0.99997578  =   0.99993411
 AJ3951
 AJ3951                          SUPERSEDED SURVEY CONTROL
 AJ3951
 AJ3951.No superseded survey control is available for this station.
 AJ3951
 AJ3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2541893936(NAD 83)
 AJ3951_MARKER: DD = SURVEY DISK
 AJ3951_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3951_STAMPING: 3AL4 1999
 AJ3951_MARK LOGO: MCDOT 
 AJ3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3951+STABILITY: POSITION/ELEVATION WELL
 AJ3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3951+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3951
 AJ3951  HISTORY     - Date     Condition        Report By
 AJ3951  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3951
 AJ3951                          STATION DESCRIPTION
 AJ3951
 AJ3951'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3951'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF THE TOWN OF
 AJ3951'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 4
 AJ3951'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3951'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3951'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD FOR 7.9 MI (12.7 KM) TO
 AJ3951'THE STATION ON YOUR RIGHT, PARK ON THE RIGHT (WEST) SIDE OF
 AJ3951'WINTERSBURG ROAD (383RD AVENUE) AND HIKE WEST TO TOP OF CUT BANK AND
 AJ3951'STATION AS DESCRIBED
 AJ3951'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3951'COUNTY D.O.T.  BRASS DISK, STAMPED 3AL4 1999, SET IN BEDROCK,
 AJ3951'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3951'STATION TIES
 AJ3951'10 FT (3.0 M) WEST OF TOP OF CUT BANK
 AJ3951'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3951'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3951'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3817 ***********************************************************************
 AJ3817  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3817  DESIGNATION -  3BD3
 AJ3817  PID         -  AJ3817
 AJ3817  STATE/COUNTY-  AZ/MARICOPA
 AJ3817  USGS QUAD   -  AVONDALE SW (1978)
 AJ3817
 AJ3817                         *CURRENT SURVEY CONTROL
 AJ3817  ___________________________________________________________________
 AJ3817* NAD 83(1992)-  33 20 13.34303(N)    112 27 34.57667(W)     ADJUSTED  
 AJ3817* NAVD 88     -       301.59   (meters)     989.5    (feet)  GPS OBS   
 AJ3817  ___________________________________________________________________
 AJ3817  X           -  -2,037,854.229 (meters)                     COMP
 AJ3817  Y           -  -4,929,642.808 (meters)                     COMP
 AJ3817  Z           -   3,485,397.263 (meters)                     COMP
 AJ3817  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AJ3817  ELLIP HEIGHT-         271.11  (meters)          (04/12/01) GPS OBS
 AJ3817  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3817
 AJ3817  HORZ ORDER  -  B
 AJ3817  ELLP ORDER  -  THIRD     CLASS II
 AJ3817
 AJ3817.The horizontal coordinates were established by GPS observations
 AJ3817.and adjusted by the National Geodetic Survey in April 2001..
 AJ3817
 AJ3817.The orthometric height was determined by GPS observations and a
 AJ3817.high-resolution geoid model using precise GPS observation and
 AJ3817.processing techniques.
 AJ3817
 AJ3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3817
 AJ3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3817
 AJ3817.The ellipsoidal height was determined by GPS observations
 AJ3817.and is referenced to NAD 83.
 AJ3817
 AJ3817.The geoid height was determined by GEOID03.
 AJ3817
 AJ3817;                    North         East     Units Scale Factor Converg.
 AJ3817;SPC AZ C     -   259,259.628   162,819.248   MT  0.99993148   -0 17 54.2
 AJ3817;SPC AZ C     -   850,589.33    534,183.88   iFT  0.99993148   -0 17 54.2
 AJ3817;UTM  12      - 3,689,603.188   364,164.726   MT  0.99982749   -0 48 08.2
 AJ3817
 AJ3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3817!SPC AZ C     -   0.99995744  x   0.99993148  =   0.99988892
 AJ3817!UTM  12      -   0.99995744  x   0.99982749  =   0.99978494
 AJ3817
 AJ3817                          SUPERSEDED SURVEY CONTROL
 AJ3817
 AJ3817.No superseded survey control is available for this station.
 AJ3817
 AJ3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6416589603(NAD 83)
 AJ3817_MARKER: DD = SURVEY DISK
 AJ3817_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3817_STAMPING: 3BD3 1999
 AJ3817_MARK LOGO: MCDOT 
 AJ3817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3817+STABILITY: POSITION/ELEVATION WELL
 AJ3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3817+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3817
 AJ3817  HISTORY     - Date     Condition        Report By
 AJ3817  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3817
 AJ3817                          STATION DESCRIPTION
 AJ3817
 AJ3817'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3817'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3817'AVONDALE IN TOWNSHIP 1 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3817'OWNERSHIP - STATE LAND
 AJ3817'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3817'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 9.0 MI (14.5 KM)
 AJ3817'(NOTE JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION OF
 AJ3817'NARRIMORE ROAD AND TUTHILL ROAD, THENCE TURN LEFT (EAST) ONTO
 AJ3817'NARRIMORE ROAD AND DRIVE 1.9 MI (3.1 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3817'THE LEFT (NORTH) WHICH IS 0.1 MI (0.2 KM) EAST OF 189TH AVENUE, THENCE
 AJ3817'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHWESTERLY 0.2 MI
 AJ3817'(0.3 KM) TO A Y IN THE ROAD, THENCE STAY LEFT AND CONTINUE DRIVING
 AJ3817'NORTHWESTERLY 0.2 MI (0.3 KM) DIRECTLY TO THE TOP OF A SMALL MOUNTAIN
 AJ3817'AND THE STATION ON THE RIGHT, 30 FT (9.1 M) NORTH OF THE CENTERLINE OF
 AJ3817'THE ROAD IN A ROCK OUTCROPPING
 AJ3817'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3817'COUNTY D.O.T.  BRASS DISK, STAMPED 3BD3 1999, SET IN A ROCK OUTCROP,
 AJ3817'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3817'STATION TIES -
 AJ3817'30 FT (9.1 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3817'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3817'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3823 ***********************************************************************
 AJ3823  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3823  DESIGNATION -  3BF3
 AJ3823  PID         -  AJ3823
 AJ3823  STATE/COUNTY-  AZ/MARICOPA
 AJ3823  USGS QUAD   -  BUCKEYE (1976)
 AJ3823
 AJ3823                         *CURRENT SURVEY CONTROL
 AJ3823  ___________________________________________________________________
 AJ3823* NAD 83(1992)-  33 19 58.37467(N)    112 32 47.09057(W)     ADJUSTED  
 AJ3823* NAVD 88     -       285.25   (meters)     935.9    (feet)  GPS OBS   
 AJ3823  ___________________________________________________________________
 AJ3823  X           -  -2,045,412.729 (meters)                     COMP
 AJ3823  Y           -  -4,926,770.912 (meters)                     COMP
 AJ3823  Z           -   3,485,002.906 (meters)                     COMP
 AJ3823  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AJ3823  ELLIP HEIGHT-         254.62  (meters)          (04/12/01) GPS OBS
 AJ3823  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3823
 AJ3823  HORZ ORDER  -  B
 AJ3823  ELLP ORDER  -  THIRD     CLASS II
 AJ3823
 AJ3823.The horizontal coordinates were established by GPS observations
 AJ3823.and adjusted by the National Geodetic Survey in April 2001..
 AJ3823
 AJ3823.The orthometric height was determined by GPS observations and a
 AJ3823.high-resolution geoid model using precise GPS observation and
 AJ3823.processing techniques.
 AJ3823
 AJ3823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3823
 AJ3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3823
 AJ3823.The ellipsoidal height was determined by GPS observations
 AJ3823.and is referenced to NAD 83.
 AJ3823
 AJ3823.The geoid height was determined by GEOID03.
 AJ3823
 AJ3823;                    North         East     Units Scale Factor Converg.
 AJ3823;SPC AZ C     -   258,843.960   154,735.467   MT  0.99994236   -0 20 45.8
 AJ3823;SPC AZ C     -   849,225.59    507,662.29   iFT  0.99994236   -0 20 45.8
 AJ3823;UTM  12      - 3,689,258.658   356,078.376   MT  0.99985538   -0 50 59.7
 AJ3823
 AJ3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3823!SPC AZ C     -   0.99996003  x   0.99994236  =   0.99990239
 AJ3823!UTM  12      -   0.99996003  x   0.99985538  =   0.99981541
 AJ3823
 AJ3823                          SUPERSEDED SURVEY CONTROL
 AJ3823
 AJ3823.No superseded survey control is available for this station.
 AJ3823
 AJ3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5607889259(NAD 83)
 AJ3823_MARKER: I = METAL ROD
 AJ3823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3823+WITH SETTING: INFORMATION.
 AJ3823_STAMPING: 3BF3 2000
 AJ3823_MARK LOGO: MCDOT 
 AJ3823_PROJECTION: FLUSH
 AJ3823_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3823+STABILITY: POSITION/ELEVATION WELL
 AJ3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3823+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3823_ROD/PIPE-DEPTH:  2.4 meters
 AJ3823_SLEEVE-DEPTH  :  0.8 meters
 AJ3823
 AJ3823  HISTORY     - Date     Condition        Report By
 AJ3823  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3823
 AJ3823                          STATION DESCRIPTION
 AJ3823
 AJ3823'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3823'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF THE TOWN
 AJ3823'OF GOODYEAR IN TOWNSHIP 1 SOUTH, RANGE 3 WEST, SECTION 22
 AJ3823'OWNERSHIP - BLM
 AJ3823'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3823'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 9.2 MI (14.8 KM)
 AJ3823'(NOTE JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION OF
 AJ3823'NARRIMORE ROAD AND TUTHILL ROAD, THENCE TURN RIGHT (WEST) ONTO
 AJ3823'NARRIMORE ROAD AND DRIVE 2.0 MI (3.2 KM) TO DEAN ROAD, THENCE TURN
 AJ3823'RIGHT (NORTH) ONTO DEAN ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3823'INTERSECTION OF DEAN ROAD AND EAGLE MOUNTAIN ROAD, THENCE TURN LEFT
 AJ3823'(WEST) ONTO EAGLE MOUNTAIN ROAD AND DRIVE WEST 0.9 MI (1.4 KM) TO AN
 AJ3823'UNMARKED DIRT ROAD ON THE LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ONTO
 AJ3823'THE DIRT ROAD AND DRIVE SOUTH AND THEN EAST 0.3 MI (0.5 KM) TO AN
 AJ3823'UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE
 AJ3823'SOUTHERLY (STAY TO THE RIGHT OF A Y IN THE ROAD) FOR 0.7 MI (1.1 KM)
 AJ3823'TO ANOTHER Y IN THE DIRT ROAD, THENCE STAY RIGHT AND CONTINUE DRIVING
 AJ3823'WESTERLY 50 FT (15.2 M) TO THE STATION ON THE RIGHT (NORTH) 170 FT
 AJ3823'(51.8 M) FROM CENTERLINE OF DIRT ROAD ON THE TOP OF A SMALL HILL
 AJ3823'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3823'COMPRESSED ON A 4 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3823'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3823'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BF3 2000, SURROUNDED WITH A
 AJ3823'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3823'MARKER
 AJ3823'STATION TIES -
 AJ3823'170 FT (51.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3823'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3823'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3814 ***********************************************************************
 AJ3814  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3814  DESIGNATION -  3BH1
 AJ3814  PID         -  AJ3814
 AJ3814  STATE/COUNTY-  AZ/MARICOPA
 AJ3814  USGS QUAD   -  HASSAYAMPA (1978)
 AJ3814
 AJ3814                         *CURRENT SURVEY CONTROL
 AJ3814  ___________________________________________________________________
 AJ3814* NAD 83(1992)-  33 20 53.33977(N)    112 39 37.55106(W)     ADJUSTED  
 AJ3814* NAVD 88     -       253.58   (meters)     832.0    (feet)  GPS OBS   
 AJ3814  ___________________________________________________________________
 AJ3814  X           -  -2,054,843.953 (meters)                     COMP
 AJ3814  Y           -  -4,921,807.402 (meters)                     COMP
 AJ3814  Z           -   3,486,400.145 (meters)                     COMP
 AJ3814  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3814  ELLIP HEIGHT-         222.77  (meters)          (04/12/01) GPS OBS
 AJ3814  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AJ3814
 AJ3814  HORZ ORDER  -  B
 AJ3814  ELLP ORDER  -  THIRD     CLASS II
 AJ3814
 AJ3814.The horizontal coordinates were established by GPS observations
 AJ3814.and adjusted by the National Geodetic Survey in April 2001..
 AJ3814
 AJ3814.The orthometric height was determined by GPS observations and a
 AJ3814.high-resolution geoid model using precise GPS observation and
 AJ3814.processing techniques.
 AJ3814
 AJ3814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3814
 AJ3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3814
 AJ3814.The ellipsoidal height was determined by GPS observations
 AJ3814.and is referenced to NAD 83.
 AJ3814
 AJ3814.The geoid height was determined by GEOID03.
 AJ3814
 AJ3814;                    North         East     Units Scale Factor Converg.
 AJ3814;SPC AZ C     -   260,607.152   144,133.261   MT  0.99995907   -0 24 32.0
 AJ3814;SPC AZ C     -   855,010.34    472,878.15   iFT  0.99995907   -0 24 32.0
 AJ3814;UTM  12      - 3,691,114.895   345,492.891   MT  0.99989433   -0 54 46.7
 AJ3814
 AJ3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3814!SPC AZ C     -   0.99996503  x   0.99995907  =   0.99992410
 AJ3814!UTM  12      -   0.99996503  x   0.99989433  =   0.99985936
 AJ3814
 AJ3814                          SUPERSEDED SURVEY CONTROL
 AJ3814
 AJ3814.No superseded survey control is available for this station.
 AJ3814
 AJ3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4549391115(NAD 83)
 AJ3814_MARKER: I = METAL ROD
 AJ3814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3814_STAMPING: 3BH1 12-1999
 AJ3814_MARK LOGO: MCDOT 
 AJ3814_PROJECTION: FLUSH
 AJ3814_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3814+STABILITY: POSITION/ELEVATION WELL
 AJ3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3814+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3814_ROD/PIPE-DEPTH:  6.7 meters
 AJ3814_SLEEVE-DEPTH  :  0.8 meters
 AJ3814
 AJ3814  HISTORY     - Date     Condition        Report By
 AJ3814  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3814
 AJ3814                          STATION DESCRIPTION
 AJ3814
 AJ3814'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3814'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3814'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 16
 AJ3814'OWNERSHIP - PRIVATE
 AJ3814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY 85
 AJ3814'AT EXIT 112, DRIVE SOUTH ON HIGHWAY 85 FOR 5.5 MI (8.9 KM) TO OLD
 AJ3814'HIGHWAY 80, THENCE TURN RIGHT (WEST) ONTO OLD HIGHWAY 80 AND DRIVE
 AJ3814'WEST 2.0 MI (3.2 KM) TO THE INTERSECTION OF WILSON AVENUE AND OLD
 AJ3814'HIGHWAY 80, THENCE CONTINUE DRIVING WEST FOR 163 FT (49.7 M) TO THE
 AJ3814'STATION ON YOUR LEFT, WHICH IS 45 FT (13.7 M) SOUTH OF THE CENTERLINE
 AJ3814'OF OLD HIGHWAY 80
 AJ3814'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3814'COMPRESSED ON A 22 FT (6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3814'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3814'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3BH1 12-1999, SURROUNDED
 AJ3814'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3814'CARSONITE MARKER
 AJ3814'STATION TIES -
 AJ3814'163 FT (49.7 M) WEST OF THE CENTERLINE OF THE WILSON AVE
 AJ3814'45 FT (13.7 M) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 80
 AJ3814'4 FT (1.2 M) NORTH OF A CONCRETE IRRIGATION DITCH
 AJ3814'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3814'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3812 ***********************************************************************
 AJ3812  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3812  DESIGNATION -  3BJ2
 AJ3812  PID         -  AJ3812
 AJ3812  STATE/COUNTY-  AZ/MARICOPA
 AJ3812  USGS QUAD   -  ARLINGTON (1984)
 AJ3812
 AJ3812                         *CURRENT SURVEY CONTROL
 AJ3812  ___________________________________________________________________
 AJ3812* NAD 83(1992)-  33 20 02.16762(N)    112 45 47.95566(W)     ADJUSTED  
 AJ3812* NAVD 88     -       267.20   (meters)     876.6    (feet)  GPS OBS   
 AJ3812  ___________________________________________________________________
 AJ3812  X           -  -2,064,018.713 (meters)                     COMP
 AJ3812  Y           -  -4,918,918.842 (meters)                     COMP
 AJ3812  Z           -   3,485,090.435 (meters)                     COMP
 AJ3812  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3812  ELLIP HEIGHT-         236.23  (meters)          (04/12/01) GPS OBS
 AJ3812  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3812
 AJ3812  HORZ ORDER  -  B
 AJ3812  ELLP ORDER  -  THIRD     CLASS II
 AJ3812
 AJ3812.The horizontal coordinates were established by GPS observations
 AJ3812.and adjusted by the National Geodetic Survey in April 2001..
 AJ3812
 AJ3812.The orthometric height was determined by GPS observations and a
 AJ3812.high-resolution geoid model using precise GPS observation and
 AJ3812.processing techniques.
 AJ3812
 AJ3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3812
 AJ3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3812
 AJ3812.The ellipsoidal height was determined by GPS observations
 AJ3812.and is referenced to NAD 83.
 AJ3812
 AJ3812.The geoid height was determined by GEOID03.
 AJ3812
 AJ3812;                    North         East     Units Scale Factor Converg.
 AJ3812;SPC AZ C     -   259,103.778   134,543.570   MT  0.99997656   -0 27 55.0
 AJ3812;SPC AZ C     -   850,078.01    441,415.91   iFT  0.99997656   -0 27 55.0
 AJ3812;UTM  12      - 3,689,696.011   335,890.871   MT  0.99993205   -0 58 09.1
 AJ3812
 AJ3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3812!SPC AZ C     -   0.99996291  x   0.99997656  =   0.99993948
 AJ3812!UTM  12      -   0.99996291  x   0.99993205  =   0.99989497
 AJ3812
 AJ3812                          SUPERSEDED SURVEY CONTROL
 AJ3812
 AJ3812.No superseded survey control is available for this station.
 AJ3812
 AJ3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3589189696(NAD 83)
 AJ3812_MARKER: I = METAL ROD
 AJ3812_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3812+WITH SETTING: INFORMATION.
 AJ3812_STAMPING: 3BJ2 10/1999
 AJ3812_MARK LOGO: MCDOT 
 AJ3812_PROJECTION: FLUSH
 AJ3812_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3812+STABILITY: POSITION/ELEVATION WELL
 AJ3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3812+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3812_ROD/PIPE-DEPTH:  0.9 meters
 AJ3812_SLEEVE-DEPTH  :  0.8 meters
 AJ3812
 AJ3812  HISTORY     - Date     Condition        Report By
 AJ3812  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3812
 AJ3812                          STATION DESCRIPTION
 AJ3812
 AJ3812'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3812'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF THE TOWN OF
 AJ3812'ARLINGTON IN TOWNSHIP 1 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3812'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3812'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 85 AND OLD HIGHWAY
 AJ3812'80, DRIVE WESTERLY, AND SOUTHWESTERLY ON OLD HIGHWAY 80 FOR 7 MI (11.3
 AJ3812'KM) TO AN UNMARKED DIRT POWER LINE ROAD WITH A GATE ON YOUR RIGHT
 AJ3812'(WEST) (BEING 0.9 MI (1.4 KM) PAST 319TH AVENUE), THENCE TURN RIGHT
 AJ3812'(WEST) ONTO THE DIRT POWER LINE ROAD THROUGH THE GATE AND DRIVE WEST
 AJ3812'0.8 MI (1.3 KM) TO THE STATION ON YOUR RIGHT, 104 FT (31.7 M) NORTH OF
 AJ3812'THE CENTERLINE
 AJ3812'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3812'COMPRESSED ON A 3 FT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3812'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3812'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3BJ2 10/1999, SURROUNDED
 AJ3812'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3812'CARSONITE MARKER
 AJ3812'STATION TIES -
 AJ3812'104 FT (31.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3812'113 FT (34.4 M) EAST OF A BARBED WIRE FENCE
 AJ3812'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3812'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3952 ***********************************************************************
 AJ3952  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3952  DESIGNATION -  3BL2
 AJ3952  PID         -  AJ3952
 AJ3952  STATE/COUNTY-  AZ/MARICOPA
 AJ3952  USGS QUAD   -  ARLINGTON (1984)
 AJ3952
 AJ3952                         *CURRENT SURVEY CONTROL
 AJ3952  ___________________________________________________________________
 AJ3952* NAD 83(1992)-  33 20 00.13725(N)    112 51 34.27218(W)     ADJUSTED  
 AJ3952* NAVD 88     -       268.00   (meters)     879.3    (feet)  GPS OBS   
 AJ3952  ___________________________________________________________________
 AJ3952  X           -  -2,072,288.199 (meters)                     COMP
 AJ3952  Y           -  -4,915,478.665 (meters)                     COMP
 AJ3952  Z           -   3,485,038.561 (meters)                     COMP
 AJ3952  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3952  ELLIP HEIGHT-         236.94  (meters)          (04/12/01) GPS OBS
 AJ3952  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3952
 AJ3952  HORZ ORDER  -  B
 AJ3952  ELLP ORDER  -  THIRD     CLASS II
 AJ3952
 AJ3952.The horizontal coordinates were established by GPS observations
 AJ3952.and adjusted by the National Geodetic Survey in April 2001..
 AJ3952
 AJ3952.The orthometric height was determined by GPS observations and a
 AJ3952.high-resolution geoid model using precise GPS observation and
 AJ3952.processing techniques.
 AJ3952
 AJ3952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3952
 AJ3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3952
 AJ3952.The ellipsoidal height was determined by GPS observations
 AJ3952.and is referenced to NAD 83.
 AJ3952
 AJ3952.The geoid height was determined by GEOID03.
 AJ3952
 AJ3952;                    North         East     Units Scale Factor Converg.
 AJ3952;SPC AZ C     -   259,118.087   125,587.374   MT  0.99999495   -0 31 05.3
 AJ3952;SPC AZ C     -   850,124.96    412,032.07   iFT  0.99999495   -0 31 05.3
 AJ3952;UTM  12      - 3,689,789.086   326,935.462   MT  0.99996928   -1 01 19.5
 AJ3952
 AJ3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3952!SPC AZ C     -   0.99996280  x   0.99999495  =   0.99995775
 AJ3952!UTM  12      -   0.99996280  x   0.99996928  =   0.99993208
 AJ3952
 AJ3952                          SUPERSEDED SURVEY CONTROL
 AJ3952
 AJ3952.No superseded survey control is available for this station.
 AJ3952
 AJ3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2693589789(NAD 83)
 AJ3952_MARKER: I = METAL ROD
 AJ3952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3952+WITH SETTING: INFORMATION.
 AJ3952_STAMPING: 3BL2 11-1999
 AJ3952_MARK LOGO: MCDOT 
 AJ3952_PROJECTION: FLUSH
 AJ3952_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3952+STABILITY: POSITION/ELEVATION WELL
 AJ3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3952+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3952_ROD/PIPE-DEPTH:  2.6 meters
 AJ3952_SLEEVE-DEPTH  :  0.8 meters
 AJ3952
 AJ3952  HISTORY     - Date     Condition        Report By
 AJ3952  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3952
 AJ3952                          STATION DESCRIPTION
 AJ3952
 AJ3952'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3952'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE TOWN OF
 AJ3952'ARLINGTON, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 22
 AJ3952'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3952'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3952'SALOME ROAD, DRIVE NORTHWEST ON SALOME ROAD FOR 1.5 MI (2.4 KM) TO THE
 AJ3952'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3952'THENCE CONTINUE NORTHWEST ON SALOME ROAD FOR 0.5 MI (0.8 KM) TO WARD
 AJ3952'ROAD ON YOUR LEFT (WEST) , THENCE TURN LEFT (WEST-SOUTHWEST) ON TO
 AJ3952'WARD ROAD AND DRIVE 0.5 MI (0.8 KM) TO DOBBINS ROAD ON YOUR RIGHT
 AJ3952'(WEST) , THENCE TURN RIGHT (WEST) ON TO DOBBINS ROAD AND DRIVE 3.5 MI
 AJ3952'(5.6 KM) TO 355TH AVENUE, THENCE TURN LEFT (SOUTH) ON TO 355TH AVENUE
 AJ3952'AND DRIVE FOR 1.0 MI (1.6 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST)
 AJ3952'ON TO ELLIOT ROAD AND DRIVE FOR 2.5 MI (4.0 KM) TO AN UNMARKED DIRT
 AJ3952'ROAD ON YOUR LEFT (SOUTH) (DIRT ROAD LOCATED JUST WEST OF RAILROAD
 AJ3952'TRACKS BEARING NORTH AND SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT
 AJ3952'ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3952'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3952'COMPRESSED ON A 8.5 FT (2.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3952'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3952'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BL2 11-1999, SURROUNDED WITH
 AJ3952'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3952'CARSONITE MARKER
 AJ3952'STATION TIES
 AJ3952'173 FT (52.7 M) SOUTH OF BARBED WIRE FENCE
 AJ3952'137 FT (41.8 M) WEST OF CENTERLINE OF RAILROAD TRACKS
 AJ3952'3.3 FT (1.0 M) EAST OF CARSONITE WITNESS POST
 AJ3952'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3952'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3954 ***********************************************************************
 AJ3954  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3954  DESIGNATION -  3BN2
 AJ3954  PID         -  AJ3954
 AJ3954  STATE/COUNTY-  AZ/MARICOPA
 AJ3954  USGS QUAD   -  GILLESPIE (1984)
 AJ3954
 AJ3954                         *CURRENT SURVEY CONTROL
 AJ3954  ___________________________________________________________________
 AJ3954* NAD 83(1992)-  33 20 01.07733(N)    112 58 14.79578(W)     ADJUSTED  
 AJ3954* NAVD 88     -       282.31   (meters)     926.2    (feet)  GPS OBS   
 AJ3954  ___________________________________________________________________
 AJ3954  X           -  -2,081,827.571 (meters)                     COMP
 AJ3954  Y           -  -4,911,441.769 (meters)                     COMP
 AJ3954  Z           -   3,485,070.601 (meters)                     COMP
 AJ3954  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ3954  ELLIP HEIGHT-         251.21  (meters)          (04/12/01) GPS OBS
 AJ3954  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3954
 AJ3954  HORZ ORDER  -  B
 AJ3954  ELLP ORDER  -  THIRD     CLASS II
 AJ3954
 AJ3954.The horizontal coordinates were established by GPS observations
 AJ3954.and adjusted by the National Geodetic Survey in April 2001..
 AJ3954
 AJ3954.The orthometric height was determined by GPS observations and a
 AJ3954.high-resolution geoid model using precise GPS observation and
 AJ3954.processing techniques.
 AJ3954
 AJ3954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3954
 AJ3954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3954
 AJ3954.The ellipsoidal height was determined by GPS observations
 AJ3954.and is referenced to NAD 83.
 AJ3954
 AJ3954.The geoid height was determined by GEOID03.
 AJ3954
 AJ3954;                    North         East     Units Scale Factor Converg.
 AJ3954;SPC AZ C     -   259,246.245   115,230.068   MT  1.00001869   -0 34 45.5
 AJ3954;SPC AZ C     -   850,545.42    378,051.40   iFT  1.00001869   -0 34 45.5
 AJ3954;UTM  12      - 3,690,008.335   316,579.837   MT  1.00001480   -1 04 59.8
 AJ3954
 AJ3954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3954!SPC AZ C     -   0.99996056  x   1.00001869  =   0.99997925
 AJ3954!UTM  12      -   0.99996056  x   1.00001480  =   0.99997536
 AJ3954
 AJ3954                          SUPERSEDED SURVEY CONTROL
 AJ3954
 AJ3954.No superseded survey control is available for this station.
 AJ3954
 AJ3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1658090008(NAD 83)
 AJ3954_MARKER: I = METAL ROD
 AJ3954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3954_STAMPING: 3BN2 1999
 AJ3954_MARK LOGO: MCDOT 
 AJ3954_PROJECTION: FLUSH
 AJ3954_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3954+STABILITY: POSITION/ELEVATION WELL
 AJ3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3954+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3954_ROD/PIPE-DEPTH:  7.3 meters
 AJ3954_SLEEVE-DEPTH  :  0.8 meters
 AJ3954
 AJ3954  HISTORY     - Date     Condition        Report By
 AJ3954  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3954
 AJ3954                          STATION DESCRIPTION
 AJ3954
 AJ3954'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3954'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF THE TOWN OF
 AJ3954'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 22
 AJ3954'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3954'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3954'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3954'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3954'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3954'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3954'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 1.1 MI (1.8 KM) TO AN UNMARKED
 AJ3954'DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT
 AJ3954'ROAD AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN
 AJ3954'RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION
 AJ3954'ON YOUR LEFT
 AJ3954'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3954'COMPRESSED ON A 24.0 FT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3954'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3954'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BN2 1999, SURROUNDED WITH A
 AJ3954'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3954'MARKER
 AJ3954'STATION TIES
 AJ3954'99 FT (30.2 M) SOUTHEAST OF G.L.O.  BRASS CAP NORTHWEST CORNER SECTION
 AJ3954'22, TOWNSHIP 1 SOUTH, RANGE 7 WEST
 AJ3954'40 FT (12.2 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3954'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3954'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3956 ***********************************************************************
 AJ3956  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3956  DESIGNATION -  3BP2
 AJ3956  PID         -  AJ3956
 AJ3956  STATE/COUNTY-  AZ/MARICOPA
 AJ3956  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3956
 AJ3956                         *CURRENT SURVEY CONTROL
 AJ3956  ___________________________________________________________________
 AJ3956* NAD 83(1992)-  33 20 01.45807(N)    113 03 57.81131(W)     ADJUSTED  
 AJ3956* NAVD 88     -       308.85   (meters)    1013.3    (feet)  GPS OBS   
 AJ3956  ___________________________________________________________________
 AJ3956  X           -  -2,089,998.490 (meters)                     COMP
 AJ3956  Y           -  -4,907,987.353 (meters)                     COMP
 AJ3956  Z           -   3,485,094.953 (meters)                     COMP
 AJ3956  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AJ3956  ELLIP HEIGHT-         277.69  (meters)          (04/12/01) GPS OBS
 AJ3956  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3956
 AJ3956  HORZ ORDER  -  B
 AJ3956  ELLP ORDER  -  THIRD     CLASS II
 AJ3956
 AJ3956.The horizontal coordinates were established by GPS observations
 AJ3956.and adjusted by the National Geodetic Survey in April 2001..
 AJ3956
 AJ3956.The orthometric height was determined by GPS observations and a
 AJ3956.high-resolution geoid model using precise GPS observation and
 AJ3956.processing techniques.
 AJ3956
 AJ3956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3956
 AJ3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3956
 AJ3956.The ellipsoidal height was determined by GPS observations
 AJ3956.and is referenced to NAD 83.
 AJ3956
 AJ3956.The geoid height was determined by GEOID03.
 AJ3956
 AJ3956;                    North         East     Units Scale Factor Converg.
 AJ3956;SPC AZ C     -   259,351.719   106,359.675   MT  1.00004111   -0 37 54.0
 AJ3956;SPC AZ C     -   850,891.47    348,949.06   iFT  1.00004111   -0 37 54.0
 AJ3956;UTM  12      - 3,690,191.831   307,710.667   MT  1.00005589   -1 08 08.4
 AJ3956
 AJ3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3956!SPC AZ C     -   0.99995641  x   1.00004111  =   0.99999751
 AJ3956!UTM  12      -   0.99995641  x   1.00005589  =   1.00001229
 AJ3956
 AJ3956                          SUPERSEDED SURVEY CONTROL
 AJ3956
 AJ3956.No superseded survey control is available for this station.
 AJ3956
 AJ3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0771190192(NAD 83)
 AJ3956_MARKER: I = METAL ROD
 AJ3956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3956_STAMPING: 3BP2 1999
 AJ3956_MARK LOGO: MCDOT 
 AJ3956_PROJECTION: FLUSH
 AJ3956_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3956+STABILITY: POSITION/ELEVATION WELL
 AJ3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3956+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3956_ROD/PIPE-DEPTH:  9.1 meters
 AJ3956_SLEEVE-DEPTH  :  0.8 meters
 AJ3956
 AJ3956  HISTORY     - Date     Condition        Report By
 AJ3956  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3956
 AJ3956                          STATION DESCRIPTION
 AJ3956
 AJ3956'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3956'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3956'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 08 WEST, SECTION 22
 AJ3956'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3956'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3956'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3956'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3956'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3956'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3956'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3956'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3956'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3956'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3956'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3956'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3956'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3956'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3956'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3956'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3956'GATE AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON YOUR LEFT
 AJ3956'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3956'COMPRESSED ON A 30.0 FT (9.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3956'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3956'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BP2 1999, SURROUNDED WITH A
 AJ3956'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3956'MARKER
 AJ3956'STATION TIES
 AJ3956'121 FT (36.9 M) SOUTHWEST OF POWER POLE
 AJ3956'55 FT (16.8 M) SOUTH OF BARBED WIRE FENCE CORNER
 AJ3956'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3956'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3961 ***********************************************************************
 AJ3961  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3961  DESIGNATION -  3BR2
 AJ3961  PID         -  AJ3961
 AJ3961  STATE/COUNTY-  AZ/MARICOPA
 AJ3961  USGS QUAD   -  CORTEZ PEAK (1989)
 AJ3961
 AJ3961                         *CURRENT SURVEY CONTROL
 AJ3961  ___________________________________________________________________
 AJ3961* NAD 83(1992)-  33 20 01.18213(N)    113 10 07.28402(W)     ADJUSTED  
 AJ3961* NAVD 88     -       370.37   (meters)    1215.1    (feet)  GPS OBS   
 AJ3961  ___________________________________________________________________
 AJ3961  X           -  -2,098,808.627 (meters)                     COMP
 AJ3961  Y           -  -4,904,287.265 (meters)                     COMP
 AJ3961  Z           -   3,485,121.623 (meters)                     COMP
 AJ3961  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AJ3961  ELLIP HEIGHT-         339.15  (meters)          (04/12/01) GPS OBS
 AJ3961  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AJ3961
 AJ3961  HORZ ORDER  -  B
 AJ3961  ELLP ORDER  -  THIRD     CLASS II
 AJ3961
 AJ3961.The horizontal coordinates were established by GPS observations
 AJ3961.and adjusted by the National Geodetic Survey in April 2001..
 AJ3961
 AJ3961.The orthometric height was determined by GPS observations and a
 AJ3961.high-resolution geoid model using precise GPS observation and
 AJ3961.processing techniques.
 AJ3961
 AJ3961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3961
 AJ3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3961
 AJ3961.The ellipsoidal height was determined by GPS observations
 AJ3961.and is referenced to NAD 83.
 AJ3961
 AJ3961.The geoid height was determined by GEOID03.
 AJ3961
 AJ3961;                    North         East     Units Scale Factor Converg.
 AJ3961;SPC AZ C     -   259,453.265    96,804.737   MT  1.00006744   -0 41 17.1
 AJ3961;SPC AZ C     -   851,224.62    317,600.84   iFT  1.00006744   -0 41 17.1
 AJ3961;UTM  12      - 3,690,377.432   298,156.754   MT  1.00010232   -1 11 31.7
 AJ3961
 AJ3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3961!SPC AZ C     -   0.99994676  x   1.00006744  =   1.00001419
 AJ3961!UTM  12      -   0.99994676  x   1.00010232  =   1.00004907
 AJ3961
 AJ3961                          SUPERSEDED SURVEY CONTROL
 AJ3961
 AJ3961.No superseded survey control is available for this station.
 AJ3961
 AJ3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9815790377(NAD 83)
 AJ3961_MARKER: I = METAL ROD
 AJ3961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3961_STAMPING: 3BR2 1999
 AJ3961_MARK LOGO: MCDOT 
 AJ3961_PROJECTION: FLUSH
 AJ3961_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3961+STABILITY: POSITION/ELEVATION WELL
 AJ3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3961+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3961_ROD/PIPE-DEPTH:  8.5 meters
 AJ3961_SLEEVE-DEPTH  :  0.8 meters
 AJ3961
 AJ3961  HISTORY     - Date     Condition        Report By
 AJ3961  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3961
 AJ3961                          STATION DESCRIPTION
 AJ3961
 AJ3961'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3961'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) WEST-SOUTHWEST OF THE
 AJ3961'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 09 WEST, SECTION 22
 AJ3961'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3961'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3961'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3961'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3961'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3961'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3961'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3961'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3961', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 3.0
 AJ3961'MI (4.8 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST) ON TO
 AJ3961'DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON YOUR LEFT
 AJ3961'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3961'COMPRESSED ON A 28.0 FT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3961'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3961'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BR2 1999, SURROUNDED WITH A
 AJ3961'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3961'MARKER
 AJ3961'STATION TIES
 AJ3961'78 FT (23.8 M) SOUTHEAST OF G.L.O.  BRASS CAP NORTH QUARTER CORNER
 AJ3961'SECTION 22, TOWNSHIP 2 SOUTH, RANGE 9 WEST
 AJ3961'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3961'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3961'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3963 ***********************************************************************
 AJ3963  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3963  DESIGNATION -  3BT2
 AJ3963  PID         -  AJ3963
 AJ3963  STATE/COUNTY-  AZ/MARICOPA
 AJ3963  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3963
 AJ3963                         *CURRENT SURVEY CONTROL
 AJ3963  ___________________________________________________________________
 AJ3963* NAD 83(1992)-  33 20 03.26497(N)    113 17 31.11420(W)     ADJUSTED  
 AJ3963* NAVD 88     -       434.89   (meters)    1426.8    (feet)  GPS OBS   
 AJ3963  ___________________________________________________________________
 AJ3963  X           -  -2,109,363.912 (meters)                     COMP
 AJ3963  Y           -  -4,899,776.888 (meters)                     COMP
 AJ3963  Z           -   3,485,210.666 (meters)                     COMP
 AJ3963  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3963  ELLIP HEIGHT-         403.62  (meters)          (04/12/01) GPS OBS
 AJ3963  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AJ3963
 AJ3963  HORZ ORDER  -  B
 AJ3963  ELLP ORDER  -  THIRD     CLASS II
 AJ3963
 AJ3963.The horizontal coordinates were established by GPS observations
 AJ3963.and adjusted by the National Geodetic Survey in April 2001..
 AJ3963
 AJ3963.The orthometric height was determined by GPS observations and a
 AJ3963.high-resolution geoid model using precise GPS observation and
 AJ3963.processing techniques.
 AJ3963
 AJ3963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3963
 AJ3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3963
 AJ3963.The ellipsoidal height was determined by GPS observations
 AJ3963.and is referenced to NAD 83.
 AJ3963
 AJ3963.The geoid height was determined by GEOID03.
 AJ3963
 AJ3963;                    North         East     Units Scale Factor Converg.
 AJ3963;SPC AZ C     -   259,662.074    85,327.600   MT  1.00010204   -0 45 21.1
 AJ3963;SPC AZ C     -   851,909.69    279,946.19   iFT  1.00010204   -0 45 21.1
 AJ3963;UTM  12      - 3,690,687.219   286,681.360   MT  1.00016106   -1 15 35.9
 AJ3963
 AJ3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3963!SPC AZ C     -   0.99993664  x   1.00010204  =   1.00003867
 AJ3963!UTM  12      -   0.99993664  x   1.00016106  =   1.00009769
 AJ3963
 AJ3963                          SUPERSEDED SURVEY CONTROL
 AJ3963
 AJ3963.No superseded survey control is available for this station.
 AJ3963
 AJ3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8668190687(NAD 83)
 AJ3963_MARKER: I = METAL ROD
 AJ3963_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3963+WITH SETTING: INFORMATION.
 AJ3963_STAMPING: 3BT2 1999
 AJ3963_MARK LOGO: MCDOT 
 AJ3963_PROJECTION: FLUSH
 AJ3963_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3963+STABILITY: POSITION/ELEVATION WELL
 AJ3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3963+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3963_ROD/PIPE-DEPTH:  1.8 meters
 AJ3963_SLEEVE-DEPTH  :  0.8 meters
 AJ3963
 AJ3963  HISTORY     - Date     Condition        Report By
 AJ3963  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3963
 AJ3963                          STATION DESCRIPTION
 AJ3963
 AJ3963'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3963'THE STATION IS LOCATED ABOUT 25.5 MI (41.0 KM) WEST-SOUTHWEST OF THE
 AJ3963'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3963'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3963'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3963'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3963'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3963'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3963'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3963'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3963'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3963', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3963'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3963'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3963'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3963'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3963'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 2.2 MI (3.5 KM) TO TRAIL 059 (A
 AJ3963'DIRT ROAD) ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3963'TRAIL 059 AND DRIVE NORTHWESTERLY FOR 2.7 MI (4.3 KM) TO A Y IN THE
 AJ3963'ROAD, THENCE VEER RIGHT (NORTHEAST)ON TO TRAIL 006 (A DIRT ROAD)(THERE
 AJ3963'WILL BE A DIRT ROAD ON THE LEFT (NORTHWEST) SIDE SHORTLY AFTER MAKING
 AJ3963'THE RIGHT - DO NOT TAKE IT) DRIVE NORTHEASTERLY FOR 0.5 MI (0.8 KM)
 AJ3963'FROM THE RIGHT TURN TO THE STATION ON YOUR LEFT
 AJ3963'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3963'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3963'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3963'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BT2 1999, SURROUNDED WITH A
 AJ3963'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3963'MARKER
 AJ3963'STATION TIES
 AJ3963'35 FT (10.7 M) NORTHWEST OF CENTERLINE OF TRAIL 006
 AJ3963'26 FT (7.9 M) SOUTH-SOUTHEAST OF CARSONITE MARKER FOR EAGLE TAIL
 AJ3963'MOUNTAINS WILDERNESS AREA
 AJ3963'1 FT (0.3 M) EAST OF CARSONITE WITNESS POST
 AJ3963'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3963'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3818 ***********************************************************************
 AJ3818  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3818  DESIGNATION -  3CC3
 AJ3818  PID         -  AJ3818
 AJ3818  STATE/COUNTY-  AZ/MARICOPA
 AJ3818  USGS QUAD   -  AVONDALE SW (1978)
 AJ3818
 AJ3818                         *CURRENT SURVEY CONTROL
 AJ3818  ___________________________________________________________________
 AJ3818* NAD 83(1992)-  33 17 01.11088(N)    112 24 32.55467(W)     ADJUSTED  
 AJ3818* NAVD 88     -       335.93   (meters)    1102.1    (feet)  GPS OBS   
 AJ3818  ___________________________________________________________________
 AJ3818  X           -  -2,034,754.053 (meters)                     COMP
 AJ3818  Y           -  -4,934,472.701 (meters)                     COMP
 AJ3818  Z           -   3,480,466.545 (meters)                     COMP
 AJ3818  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AJ3818  ELLIP HEIGHT-         305.46  (meters)          (04/12/01) GPS OBS
 AJ3818  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AJ3818
 AJ3818  HORZ ORDER  -  B
 AJ3818  ELLP ORDER  -  THIRD     CLASS II
 AJ3818
 AJ3818.The horizontal coordinates were established by GPS observations
 AJ3818.and adjusted by the National Geodetic Survey in April 2001..
 AJ3818
 AJ3818.The orthometric height was determined by GPS observations and a
 AJ3818.high-resolution geoid model using precise GPS observation and
 AJ3818.processing techniques.
 AJ3818
 AJ3818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3818
 AJ3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3818
 AJ3818.The ellipsoidal height was determined by GPS observations
 AJ3818.and is referenced to NAD 83.
 AJ3818
 AJ3818.The geoid height was determined by GEOID03.
 AJ3818
 AJ3818;                    North         East     Units Scale Factor Converg.
 AJ3818;SPC AZ C     -   253,314.410   167,498.009   MT  0.99992592   -0 16 12.8
 AJ3818;SPC AZ C     -   831,084.02    549,534.15   iFT  0.99992592   -0 16 12.8
 AJ3818;UTM  12      - 3,683,617.735   368,790.557   MT  0.99981226   -0 46 24.1
 AJ3818
 AJ3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3818!SPC AZ C     -   0.99995205  x   0.99992592  =   0.99987797
 AJ3818!UTM  12      -   0.99995205  x   0.99981226  =   0.99976432
 AJ3818
 AJ3818                          SUPERSEDED SURVEY CONTROL
 AJ3818
 AJ3818.No superseded survey control is available for this station.
 AJ3818
 AJ3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6879183618(NAD 83)
 AJ3818_MARKER: I = METAL ROD
 AJ3818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3818_STAMPING: 3CC3 10-1999
 AJ3818_MARK LOGO: MCDOT 
 AJ3818_PROJECTION: FLUSH
 AJ3818_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3818+STABILITY: POSITION/ELEVATION WELL
 AJ3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3818+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3818_ROD/PIPE-DEPTH:  5.6 meters
 AJ3818_SLEEVE-DEPTH  :  0.8 meters
 AJ3818
 AJ3818  HISTORY     - Date     Condition        Report By
 AJ3818  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3818
 AJ3818                          STATION DESCRIPTION
 AJ3818
 AJ3818'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3818'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF THE TOWN
 AJ3818'OF AVONDALE IN TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 6
 AJ3818'OWNERSHIP - STATE LAND
 AJ3818'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3818'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 10 MI (16.1 KM)
 AJ3818'(NOTE THAT JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION
 AJ3818'OF RAY ROAD AND TUTHILL ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD
 AJ3818'AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3818'(SOUTH-SOUTHEAST) ONTO RAINBOW VALLEY ROAD AND DRIVE 3.5 MI (5.6 KM)
 AJ3818'TO AN UNMARKED DIRT ROAD ON THE LEFT (EAST) , THENCE DRIVE EASTERLY
 AJ3818'0.1 MI (0.2 KM) ON THE DIRT ROAD TO A GATE, THENCE CONTINUE DRIVING
 AJ3818'EASTERLY THROUGH THE GATE 0.9 MI (1.4 KM) TO ANOTHER GATE IN THE ROAD,
 AJ3818'THENCE CONTINUE DRIVING EASTERLY THROUGH THE GATE 1.0 MI (1.6 KM) TO
 AJ3818'ANOTHER GATE, THENCE DRIVE THROUGH THE GATE AND FOLLOW THE DIRT ROAD
 AJ3818'AS IS TURNS NORTHERLY 0.5 MI (0.8 KM) TO THE END OF THE DIRT ROAD,
 AJ3818'THENCE DRIVE NORTHEASTERLY OFF THE DIRT ROAD 135 FT (41.1 M) TO THE
 AJ3818'STATION
 AJ3818'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3818'COMPRESSED ON A 18.5 FT (5.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3818'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3818'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CC3 10-1999, SURROUNDED
 AJ3818'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3818'CARSONITE MARKER
 AJ3818'STATION TIES -
 AJ3818'135 FT (41.1 M) NORTHEAST OF THE END OF THE DIRT ROAD
 AJ3818'100 FT (30.5 M) EAST OF A BARBED WIRE FENCE
 AJ3818'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3818'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3816 ***********************************************************************
 AJ3816  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3816  DESIGNATION -  3CE3
 AJ3816  PID         -  AJ3816
 AJ3816  STATE/COUNTY-  AZ/MARICOPA
 AJ3816  USGS QUAD   -  BUCKEYE (1976)
 AJ3816
 AJ3816                         *CURRENT SURVEY CONTROL
 AJ3816  ___________________________________________________________________
 AJ3816* NAD 83(1992)-  33 17 30.28867(N)    112 30 25.71083(W)     ADJUSTED  
 AJ3816* NAVD 88     -       305.62   (meters)    1002.7    (feet)  GPS OBS   
 AJ3816  ___________________________________________________________________
 AJ3816  X           -  -2,043,001.000 (meters)                     COMP
 AJ3816  Y           -  -4,930,502.323 (meters)                     COMP
 AJ3816  Z           -   3,481,201.277 (meters)                     COMP
 AJ3816  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AJ3816  ELLIP HEIGHT-         274.98  (meters)          (04/12/01) GPS OBS
 AJ3816  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AJ3816
 AJ3816  HORZ ORDER  -  B
 AJ3816  ELLP ORDER  -  THIRD     CLASS II
 AJ3816
 AJ3816.The horizontal coordinates were established by GPS observations
 AJ3816.and adjusted by the National Geodetic Survey in April 2001..
 AJ3816
 AJ3816.The orthometric height was determined by GPS observations and a
 AJ3816.high-resolution geoid model using precise GPS observation and
 AJ3816.processing techniques.
 AJ3816
 AJ3816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3816
 AJ3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3816
 AJ3816.The ellipsoidal height was determined by GPS observations
 AJ3816.and is referenced to NAD 83.
 AJ3816
 AJ3816.The geoid height was determined by GEOID03.
 AJ3816
 AJ3816;                    North         East     Units Scale Factor Converg.
 AJ3816;SPC AZ C     -   254,260.642   158,365.628   MT  0.99993728   -0 19 26.8
 AJ3816;SPC AZ C     -   834,188.46    519,572.27   iFT  0.99993728   -0 19 26.8
 AJ3816;UTM  12      - 3,684,644.031   359,667.789   MT  0.99984280   -0 49 38.7
 AJ3816
 AJ3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3816!SPC AZ C     -   0.99995683  x   0.99993728  =   0.99989411
 AJ3816!UTM  12      -   0.99995683  x   0.99984280  =   0.99979964
 AJ3816
 AJ3816                          SUPERSEDED SURVEY CONTROL
 AJ3816
 AJ3816.No superseded survey control is available for this station.
 AJ3816
 AJ3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5966884644(NAD 83)
 AJ3816_MARKER: I = METAL ROD
 AJ3816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3816+WITH SETTING: INFORMATION.
 AJ3816_STAMPING: 3CE3 10-1999
 AJ3816_MARK LOGO: MCDOT 
 AJ3816_PROJECTION: FLUSH
 AJ3816_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3816+STABILITY: POSITION/ELEVATION WELL
 AJ3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3816+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3816_ROD/PIPE-DEPTH:  2.3 meters
 AJ3816_SLEEVE-DEPTH  :  0.8 meters
 AJ3816
 AJ3816  HISTORY     - Date     Condition        Report By
 AJ3816  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3816
 AJ3816                          STATION DESCRIPTION
 AJ3816
 AJ3816'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3816'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF THE TOWN OF
 AJ3816'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 3 WEST, SECTION 36
 AJ3816'OWNERSHIP - BLM
 AJ3816'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3816'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 10 MI (16.1 KM)
 AJ3816'(NOTE THAT JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION
 AJ3816'OF RAY ROAD AND TUTHILL ROAD, THENCE TURN RIGHT (WEST) ONTO RAY ROAD
 AJ3816'AND DRIVE 1.0 MI (1.6 KM) TO AIRPORT ROAD, THENCE TURN RIGHT (NORTH)
 AJ3816'ONTO AIRPORT ROAD AND DRIVE 425 FT (129.5 M) TO A DIRT ROAD ON THE
 AJ3816'LEFT (WEST) MARKED AS BEING THE ENTRANCE TO RAINBOW VALLEY DAIRY,
 AJ3816'THENCE DRIVE WESTERLY 0.1 MI (0.2 KM) ON THE DIRT ROAD TO A Y IN THE
 AJ3816'ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING SOUTHERLY, AND
 AJ3816'SOUTHEASTERLY PAST THE DAIRY FARMS FOR 1.8 MI (2.9 KM) TO A Y IN THE
 AJ3816'ROAD AT LATITUDE N33 17 52 AND LONGITUDE W112 29 59, THENCE VEER RIGHT
 AJ3816'(WEST) ONTO AN UNMARKED POWER LINE ROAD AND DRIVE WEST 0.8 MI (1.3 KM)
 AJ3816'TO A SMALL TRAIL ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3816'TRAIL ROAD AND DRIVE SOUTHEASTERLY 305 FT (93.0 M) TO THE STATION
 AJ3816'STRAIGHT AHEAD
 AJ3816'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3816'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3816'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3816'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CE2 10-1999, SURROUNDED
 AJ3816'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3816'CARSONITE POST
 AJ3816'STATION TIES -
 AJ3816'310 FT (94.5 M) SOUTH OF THE CENTER OF POWER LINES
 AJ3816'90 FT (27.4 M) NORTH OF A BARBED WIRE FENCE
 AJ3816'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3816'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3815 ***********************************************************************
 AJ3815  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3815  DESIGNATION -  3CG2
 AJ3815  PID         -  AJ3815
 AJ3815  STATE/COUNTY-  AZ/MARICOPA
 AJ3815  USGS QUAD   -  BUCKEYE (1976)
 AJ3815
 AJ3815                         *CURRENT SURVEY CONTROL
 AJ3815  ___________________________________________________________________
 AJ3815* NAD 83(1992)-  33 17 20.97144(N)    112 36 49.46004(W)     ADJUSTED  
 AJ3815* NAVD 88     -       279.83   (meters)     918.1    (feet)  GPS OBS   
 AJ3815  ___________________________________________________________________
 AJ3815  X           -  -2,052,222.745 (meters)                     COMP
 AJ3815  Y           -  -4,926,818.269 (meters)                     COMP
 AJ3815  Z           -   3,480,947.075 (meters)                     COMP
 AJ3815  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AJ3815  ELLIP HEIGHT-         249.02  (meters)          (04/12/01) GPS OBS
 AJ3815  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3815
 AJ3815  HORZ ORDER  -  B
 AJ3815  ELLP ORDER  -  THIRD     CLASS II
 AJ3815
 AJ3815.The horizontal coordinates were established by GPS observations
 AJ3815.and adjusted by the National Geodetic Survey in April 2001..
 AJ3815
 AJ3815.The orthometric height was determined by GPS observations and a
 AJ3815.high-resolution geoid model using precise GPS observation and
 AJ3815.processing techniques.
 AJ3815
 AJ3815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3815
 AJ3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3815
 AJ3815.The ellipsoidal height was determined by GPS observations
 AJ3815.and is referenced to NAD 83.
 AJ3815
 AJ3815.The geoid height was determined by GEOID03.
 AJ3815
 AJ3815;                    North         East     Units Scale Factor Converg.
 AJ3815;SPC AZ C     -   254,034.849   148,435.535   MT  0.99995195   -0 22 57.4
 AJ3815;SPC AZ C     -   833,447.67    486,993.23   iFT  0.99995195   -0 22 57.4
 AJ3815;UTM  12      - 3,684,505.483   349,736.930   MT  0.99987838   -0 53 09.2
 AJ3815
 AJ3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3815!SPC AZ C     -   0.99996091  x   0.99995195  =   0.99991286
 AJ3815!UTM  12      -   0.99996091  x   0.99987838  =   0.99983929
 AJ3815
 AJ3815                          SUPERSEDED SURVEY CONTROL
 AJ3815
 AJ3815.No superseded survey control is available for this station.
 AJ3815
 AJ3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4973784505(NAD 83)
 AJ3815_MARKER: I = METAL ROD
 AJ3815_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3815+WITH SETTING: INFORMATION.
 AJ3815_STAMPING: 3CG2 10-1999
 AJ3815_MARK LOGO: MCDOT 
 AJ3815_PROJECTION: FLUSH
 AJ3815_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3815+STABILITY: POSITION/ELEVATION WELL
 AJ3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3815+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3815_ROD/PIPE-DEPTH:  2.0 meters
 AJ3815_SLEEVE-DEPTH  :  0.8 meters
 AJ3815
 AJ3815  HISTORY     - Date     Condition        Report By
 AJ3815  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3815
 AJ3815                          STATION DESCRIPTION
 AJ3815
 AJ3815'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3815'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF THE
 AJ3815'TOWN OF BUCKEYE IN TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3815'OWNERSHIP - BLM
 AJ3815'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY 85
 AJ3815'AT EXIT 112, DRIVE SOUTH ON HIGHWAY 85 FOR 9.9 MI (15.9 KM) TO A
 AJ3815'UNMARKED DIRT ROAD WITH A GATE ON THE LEFT (EAST) ALSO BEING 0.3 MI
 AJ3815'(0.5 KM) SOUTH OF MILEPOST 145, THENCE TURN LEFT (EAST) ONTO THE
 AJ3815'UNMARKED DIRT ROAD AND DRIVE THROUGH THE GATE EASTERLY AND
 AJ3815'NORTHEASTERLY FOR 1.0 MI (1.6 KM) TO THE STATION WHICH IS 80 FT (24.4
 AJ3815'M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3815'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3815'COMPRESSED ON A 6.5 FT (2.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3815'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3815'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CG2 10-1999, SURROUNDED
 AJ3815'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3815'CARSONITE POST
 AJ3815'STATION TIES -
 AJ3815'80 FT (24.4 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3815'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3815'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3813 ***********************************************************************
 AJ3813  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3813  DESIGNATION -  3CI3
 AJ3813  PID         -  AJ3813
 AJ3813  STATE/COUNTY-  AZ/MARICOPA
 AJ3813  USGS QUAD   -  HASSAYAMPA (1978)
 AJ3813
 AJ3813                         *CURRENT SURVEY CONTROL
 AJ3813  ___________________________________________________________________
 AJ3813* NAD 83(1992)-  33 18 01.75213(N)    112 42 43.47856(W)     ADJUSTED  
 AJ3813* NAVD 88     -       278.75   (meters)     914.5    (feet)  GPS OBS   
 AJ3813  ___________________________________________________________________
 AJ3813  X           -  -2,060,409.076 (meters)                     COMP
 AJ3813  Y           -  -4,922,651.558 (meters)                     COMP
 AJ3813  Z           -   3,481,996.608 (meters)                     COMP
 AJ3813  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AJ3813  ELLIP HEIGHT-         247.81  (meters)          (04/12/01) GPS OBS
 AJ3813  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3813
 AJ3813  HORZ ORDER  -  B
 AJ3813  ELLP ORDER  -  THIRD     CLASS II
 AJ3813
 AJ3813.The horizontal coordinates were established by GPS observations
 AJ3813.and adjusted by the National Geodetic Survey in April 2001..
 AJ3813
 AJ3813.The orthometric height was determined by GPS observations and a
 AJ3813.high-resolution geoid model using precise GPS observation and
 AJ3813.processing techniques.
 AJ3813
 AJ3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3813
 AJ3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3813
 AJ3813.The ellipsoidal height was determined by GPS observations
 AJ3813.and is referenced to NAD 83.
 AJ3813
 AJ3813.The geoid height was determined by GEOID03.
 AJ3813
 AJ3813;                    North         East     Units Scale Factor Converg.
 AJ3813;SPC AZ C     -   255,356.634   139,285.762   MT  0.99996763   -0 26 12.2
 AJ3813;SPC AZ C     -   837,784.23    456,974.28   iFT  0.99996763   -0 26 12.2
 AJ3813;UTM  12      - 3,685,907.511   340,599.706   MT  0.99991327   -0 56 24.6
 AJ3813
 AJ3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3813!SPC AZ C     -   0.99996110  x   0.99996763  =   0.99992873
 AJ3813!UTM  12      -   0.99996110  x   0.99991327  =   0.99987437
 AJ3813
 AJ3813                          SUPERSEDED SURVEY CONTROL
 AJ3813
 AJ3813.No superseded survey control is available for this station.
 AJ3813
 AJ3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4060085908(NAD 83)
 AJ3813_MARKER: DD = SURVEY DISK
 AJ3813_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3813_STAMPING: 3CI3 11-1999
 AJ3813_MARK LOGO: MCDOT 
 AJ3813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3813+STABILITY: POSITION/ELEVATION WELL
 AJ3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3813+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3813
 AJ3813  HISTORY     - Date     Condition        Report By
 AJ3813  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3813
 AJ3813                          STATION DESCRIPTION
 AJ3813
 AJ3813'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3813'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3813'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 31
 AJ3813'OWNERSHIP - BLM
 AJ3813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY
 AJ3813'85, DRIVE SOUTH ON HIGHWAY 85 FOR 8.5 MI (13.7 KM) TO A DIRT ROAD ON
 AJ3813'THE RIGHT (WEST) MARKED AS THE ENTRY TO ROBBINS BUTTE WILDLIFE AREA,
 AJ3813'(ALSO BEING 0.1 MI (0.2 KM) SOUTH OF MILEPOST 147), THENCE TURN RIGHT
 AJ3813'ONTO THE DIRT ROAD AND DRIVE WESTERLY-SOUTHWESTERLY 0.1 MI (0.2 KM) TO
 AJ3813'A Y IN THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING
 AJ3813'SOUTHWESTERLY ON THE DIRT ROAD FOR 5.8 MI (9.3 KM) TO AN UNMARKED DIRT
 AJ3813'ROAD ON YOUR LEFT (EAST) AT LATITUDE 33 18 17.9 AND LONGITUDE 112 42
 AJ3813'39.1, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3813'SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY 0.6 MI (1.0 KM) TO THE
 AJ3813'STATION ON TOP OF A SMALL MOUNTAIN IN A ROCK OUTCROPPING ABOUT 50 FT
 AJ3813'(15.2 M) RIGHT (NORTH) OF CENTERLINE OF ROAD
 AJ3813'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3813'COUNTY D.O.T.  BRASS DISK, STAMPED 3CI3 11/1999 SET IN A ROCK OUTCROP,
 AJ3813'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3813'STATION TIES -
 AJ3813'50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3813'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3813'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3811 ***********************************************************************
 AJ3811  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3811  DESIGNATION -  3CK2
 AJ3811  PID         -  AJ3811
 AJ3811  STATE/COUNTY-  AZ/MARICOPA
 AJ3811  USGS QUAD   -  ARLINGTON (1984)
 AJ3811
 AJ3811                         *CURRENT SURVEY CONTROL
 AJ3811  ___________________________________________________________________
 AJ3811* NAD 83(1992)-  33 17 22.34567(N)    112 48 47.05877(W)     ADJUSTED  
 AJ3811* NAVD 88     -       245.83   (meters)     806.5    (feet)  GPS OBS   
 AJ3811  ___________________________________________________________________
 AJ3811  X           -  -2,069,330.664 (meters)                     COMP
 AJ3811  Y           -  -4,919,600.939 (meters)                     COMP
 AJ3811  Z           -   3,480,963.668 (meters)                     COMP
 AJ3811  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3811  ELLIP HEIGHT-         214.77  (meters)          (04/12/01) GPS OBS
 AJ3811  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3811
 AJ3811  HORZ ORDER  -  B
 AJ3811  ELLP ORDER  -  THIRD     CLASS II
 AJ3811
 AJ3811.The horizontal coordinates were established by GPS observations
 AJ3811.and adjusted by the National Geodetic Survey in April 2001..
 AJ3811
 AJ3811.The orthometric height was determined by GPS observations and a
 AJ3811.high-resolution geoid model using precise GPS observation and
 AJ3811.processing techniques.
 AJ3811
 AJ3811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3811
 AJ3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3811
 AJ3811.The ellipsoidal height was determined by GPS observations
 AJ3811.and is referenced to NAD 83.
 AJ3811
 AJ3811.The geoid height was determined by GEOID03.
 AJ3811
 AJ3811;                    North         East     Units Scale Factor Converg.
 AJ3811;SPC AZ C     -   254,218.897   129,869.726   MT  0.99998591   -0 29 31.3
 AJ3811;SPC AZ C     -   834,051.50    426,081.78   iFT  0.99998591   -0 29 31.3
 AJ3811;UTM  12      - 3,684,852.593   331,174.457   MT  0.99995142   -0 59 43.4
 AJ3811
 AJ3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3811!SPC AZ C     -   0.99996628  x   0.99998591  =   0.99995219
 AJ3811!UTM  12      -   0.99996628  x   0.99995142  =   0.99991770
 AJ3811
 AJ3811                          SUPERSEDED SURVEY CONTROL
 AJ3811
 AJ3811.No superseded survey control is available for this station.
 AJ3811
 AJ3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3117484853(NAD 83)
 AJ3811_MARKER: I = METAL ROD
 AJ3811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3811_STAMPING: 3CK2 1999
 AJ3811_MARK LOGO: MCDOT 
 AJ3811_PROJECTION: FLUSH
 AJ3811_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3811+STABILITY: POSITION/ELEVATION WELL
 AJ3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3811+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3811_ROD/PIPE-DEPTH: 13.4 meters
 AJ3811_SLEEVE-DEPTH  :  0.8 meters
 AJ3811
 AJ3811  HISTORY     - Date     Condition        Report By
 AJ3811  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3811
 AJ3811                          STATION DESCRIPTION
 AJ3811
 AJ3811'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3811'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF THE TOWN OF
 AJ3811'ARLINGTON IN TOWNSHIP 2 SOUTH, RANGE 5 WEST, SECTION 6
 AJ3811'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3811'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 85 AND OLD HIGHWAY
 AJ3811'80, DRIVE SOUTHWESTERLY ON OLD HIGHWAY 80 FOR 12.7 MI (20.4 KM) TO AN
 AJ3811'UNMARKED DIRT ROAD WITH A GATE ON YOUR RIGHT (WEST) , THENCE TURN
 AJ3811'RIGHT (WEST) ONTO THE DIRT ROAD THROUGH THE GATE AND DRIVE
 AJ3811'NORTHWESTERLY 1.2 MI (1.9 KM) TO A Y IN THE ROAD BEFORE REACHING A
 AJ3811'BARBED WIRE FENCE ON YOUR RIGHT, THENCE VEER RIGHT AT THE Y AND DRIVE
 AJ3811'NORTHEASTERLY ABOUT 250 FT (76.2 M) TO THE STATION
 AJ3811'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3811'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3811'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3811'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CK2 1999, SURROUNDED BY
 AJ3811'A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3811'CARSONITE MARKER
 AJ3811'STATION TIES -
 AJ3811'245 FT (74.7 M) NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD BEFORE
 AJ3811'THE Y
 AJ3811'220 FT (67.1 M) SOUTHEAST OF THE BARBED WIRE FENCE
 AJ3811'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3811'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3946 ***********************************************************************
 AJ3946  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3946  DESIGNATION -  3CM1
 AJ3946  PID         -  AJ3946
 AJ3946  STATE/COUNTY-  AZ/MARICOPA
 AJ3946  USGS QUAD   -  GILLESPIE (1984)
 AJ3946
 AJ3946                         *CURRENT SURVEY CONTROL
 AJ3946  ___________________________________________________________________
 AJ3946* NAD 83(1992)-  33 17 23.04883(N)    112 55 09.88918(W)     ADJUSTED  
 AJ3946* NAVD 88     -       286.13   (meters)     938.7    (feet)  GPS OBS   
 AJ3946  ___________________________________________________________________
 AJ3946  X           -  -2,078,466.419 (meters)                     COMP
 AJ3946  Y           -  -4,915,771.806 (meters)                     COMP
 AJ3946  Z           -   3,481,003.875 (meters)                     COMP
 AJ3946  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AJ3946  ELLIP HEIGHT-         255.03  (meters)          (04/12/01) GPS OBS
 AJ3946  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3946
 AJ3946  HORZ ORDER  -  B
 AJ3946  ELLP ORDER  -  THIRD     CLASS II
 AJ3946
 AJ3946.The horizontal coordinates were established by GPS observations
 AJ3946.and adjusted by the National Geodetic Survey in April 2001..
 AJ3946
 AJ3946.The orthometric height was determined by GPS observations and a
 AJ3946.high-resolution geoid model using precise GPS observation and
 AJ3946.processing techniques.
 AJ3946
 AJ3946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3946
 AJ3946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3946
 AJ3946.The ellipsoidal height was determined by GPS observations
 AJ3946.and is referenced to NAD 83.
 AJ3946
 AJ3946.The geoid height was determined by GEOID03.
 AJ3946
 AJ3946;                    North         East     Units Scale Factor Converg.
 AJ3946;SPC AZ C     -   254,330.669   119,964.985   MT  1.00000751   -0 33 01.5
 AJ3946;SPC AZ C     -   834,418.21    393,585.91   iFT  1.00000751   -0 33 01.5
 AJ3946;UTM  12      - 3,685,051.369   321,271.318   MT  0.99999385   -1 03 13.7
 AJ3946
 AJ3946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3946!SPC AZ C     -   0.99995996  x   1.00000751  =   0.99996747
 AJ3946!UTM  12      -   0.99995996  x   0.99999385  =   0.99995381
 AJ3946
 AJ3946                          SUPERSEDED SURVEY CONTROL
 AJ3946
 AJ3946.No superseded survey control is available for this station.
 AJ3946
 AJ3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2127185051(NAD 83)
 AJ3946_MARKER: I = METAL ROD
 AJ3946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3946_STAMPING: 3CM1 10-1999
 AJ3946_MARK LOGO: MCDOT 
 AJ3946_PROJECTION: FLUSH
 AJ3946_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3946+STABILITY: POSITION/ELEVATION WELL
 AJ3946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3946+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3946_ROD/PIPE-DEPTH:  6.1 meters
 AJ3946_SLEEVE-DEPTH  :  0.8 meters
 AJ3946
 AJ3946  HISTORY     - Date     Condition        Report By
 AJ3946  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3946
 AJ3946                          STATION DESCRIPTION
 AJ3946
 AJ3946'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3946'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3946'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 07 WEST, SECTION 1
 AJ3946'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3946'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3946'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3946'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3946'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3946'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3946'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3946'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3946'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3946'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3946'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3946'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3946', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3946'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3946'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3946'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3946'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3946'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3946'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO AN
 AJ3946'UNMARKED DIRT ROAD BEARING NORTHEAST AND SOUTHWEST, THENCE TURN RIGHT
 AJ3946'(NORTHEAST) ON TO DIRT ROAD AND DRIVE 0.9 MI (1.4 KM) TO THE STATION
 AJ3946'ON YOUR RIGHT
 AJ3946'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3946'COMPRESSED ON A 20.0 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3946'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3946'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CM1 10-1999, SURROUNDED WITH
 AJ3946'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3946'CARSONITE MARKER
 AJ3946'STATION TIES
 AJ3946'230 FT (70.1 M) SOUTH-SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER
 AJ3946'SECTION 1, TOWNSHIP 2 SOUTH, RANGE 7 WEST
 AJ3946'48 FT (14.6 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3946'3.4 FT (1.0 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3946'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3946'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3948 ***********************************************************************
 AJ3948  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3948  DESIGNATION -  3CN1
 AJ3948  PID         -  AJ3948
 AJ3948  STATE/COUNTY-  AZ/MARICOPA
 AJ3948  USGS QUAD   -  GILLESPIE (1984)
 AJ3948
 AJ3948                         *CURRENT SURVEY CONTROL
 AJ3948  ___________________________________________________________________
 AJ3948* NAD 83(1992)-  33 17 26.91526(N)    112 58 14.89317(W)     ADJUSTED  
 AJ3948* NAVD 88     -       301.57   (meters)     989.4    (feet)  GPS OBS   
 AJ3948  ___________________________________________________________________
 AJ3948  X           -  -2,082,854.179 (meters)                     COMP
 AJ3948  Y           -  -4,913,857.284 (meters)                     COMP
 AJ3948  Z           -   3,481,111.924 (meters)                     COMP
 AJ3948  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AJ3948  ELLIP HEIGHT-         270.47  (meters)          (04/12/01) GPS OBS
 AJ3948  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3948
 AJ3948  HORZ ORDER  -  B
 AJ3948  ELLP ORDER  -  THIRD     CLASS II
 AJ3948
 AJ3948.The horizontal coordinates were established by GPS observations
 AJ3948.and adjusted by the National Geodetic Survey in April 2001..
 AJ3948
 AJ3948.The orthometric height was determined by GPS observations and a
 AJ3948.high-resolution geoid model using precise GPS observation and
 AJ3948.processing techniques.
 AJ3948
 AJ3948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3948
 AJ3948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3948
 AJ3948.The ellipsoidal height was determined by GPS observations
 AJ3948.and is referenced to NAD 83.
 AJ3948
 AJ3948.The geoid height was determined by GEOID03.
 AJ3948
 AJ3948;                    North         East     Units Scale Factor Converg.
 AJ3948;SPC AZ C     -   254,496.946   115,179.555   MT  1.00001881   -0 34 43.1
 AJ3948;SPC AZ C     -   834,963.73    377,885.68   iFT  1.00001881   -0 34 43.1
 AJ3948;UTM  12      - 3,685,259.682   316,487.576   MT  1.00001522   -1 04 55.4
 AJ3948
 AJ3948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3948!SPC AZ C     -   0.99995754  x   1.00001881  =   0.99997635
 AJ3948!UTM  12      -   0.99995754  x   1.00001522  =   0.99997276
 AJ3948
 AJ3948                          SUPERSEDED SURVEY CONTROL
 AJ3948
 AJ3948.No superseded survey control is available for this station.
 AJ3948
 AJ3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1648885260(NAD 83)
 AJ3948_MARKER: I = METAL ROD
 AJ3948_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3948+WITH SETTING: INFORMATION.
 AJ3948_STAMPING: 3CN1 01-2000
 AJ3948_MARK LOGO: MCDOT 
 AJ3948_PROJECTION: FLUSH
 AJ3948_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3948+STABILITY: POSITION/ELEVATION WELL
 AJ3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3948+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3948_ROD/PIPE-DEPTH:  2.1 meters
 AJ3948_SLEEVE-DEPTH  :  0.8 meters
 AJ3948
 AJ3948  HISTORY     - Date     Condition        Report By
 AJ3948  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3948
 AJ3948                          STATION DESCRIPTION
 AJ3948
 AJ3948'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3948'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-SOUTHWEST OF THE
 AJ3948'TOWN OF ARLINGTON, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 33
 AJ3948'OWNERSHIP - PRIVATE
 AJ3948'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3948'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3948'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3948'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3948'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3948'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3948'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3948'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3948'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3948'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3948', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3948'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3948'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3948'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3948'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3948'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3948'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3948'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3948'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0 MI (3.2 KM) TO
 AJ3948'THE STATION ON YOUR RIGHT
 AJ3948'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3948'COMPRESSED ON A 7.0 FT (2.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3948'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3948'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CN1 01-2000, SURROUNDED WITH
 AJ3948'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3948'CARSONITE MARKER
 AJ3948'STATION TIES
 AJ3948'50 FT (15.2 M) NORTH OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3948'5.6 FT (1.7 M) WEST OF CARSONITE WITNESS POST
 AJ3948'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3948'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3957 ***********************************************************************
 AJ3957  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3957  DESIGNATION -  3CO2
 AJ3957  PID         -  AJ3957
 AJ3957  STATE/COUNTY-  AZ/MARICOPA
 AJ3957  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3957
 AJ3957                         *CURRENT SURVEY CONTROL
 AJ3957  ___________________________________________________________________
 AJ3957* NAD 83(1992)-  33 17 24.39534(N)    113 01 21.50842(W)     ADJUSTED  
 AJ3957* NAVD 88     -       319.38   (meters)    1047.8    (feet)  GPS OBS   
 AJ3957  ___________________________________________________________________
 AJ3957  X           -  -2,087,321.553 (meters)                     COMP
 AJ3957  Y           -  -4,912,023.746 (meters)                     COMP
 AJ3957  Z           -   3,481,056.792 (meters)                     COMP
 AJ3957  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3957  ELLIP HEIGHT-         288.26  (meters)          (04/12/01) GPS OBS
 AJ3957  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AJ3957
 AJ3957  HORZ ORDER  -  B
 AJ3957  ELLP ORDER  -  THIRD     CLASS II
 AJ3957
 AJ3957.The horizontal coordinates were established by GPS observations
 AJ3957.and adjusted by the National Geodetic Survey in April 2001..
 AJ3957
 AJ3957.The orthometric height was determined by GPS observations and a
 AJ3957.high-resolution geoid model using precise GPS observation and
 AJ3957.processing techniques.
 AJ3957
 AJ3957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3957
 AJ3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3957
 AJ3957.The ellipsoidal height was determined by GPS observations
 AJ3957.and is referenced to NAD 83.
 AJ3957
 AJ3957.The geoid height was determined by GEOID03.
 AJ3957
 AJ3957;                    North         East     Units Scale Factor Converg.
 AJ3957;SPC AZ C     -   254,469.278   110,350.439   MT  1.00003078   -0 36 25.6
 AJ3957;SPC AZ C     -   834,872.96    362,042.12   iFT  1.00003078   -0 36 25.6
 AJ3957;UTM  12      - 3,685,274.443   311,658.396   MT  1.00003736   -1 06 37.8
 AJ3957
 AJ3957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3957!SPC AZ C     -   0.99995475  x   1.00003078  =   0.99998552
 AJ3957!UTM  12      -   0.99995475  x   1.00003736  =   0.99999210
 AJ3957
 AJ3957                          SUPERSEDED SURVEY CONTROL
 AJ3957
 AJ3957.No superseded survey control is available for this station.
 AJ3957
 AJ3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1165885274(NAD 83)
 AJ3957_MARKER: I = METAL ROD
 AJ3957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3957_STAMPING: 3CO2 1999
 AJ3957_MARK LOGO: MCDOT 
 AJ3957_PROJECTION: FLUSH
 AJ3957_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3957+STABILITY: POSITION/ELEVATION WELL
 AJ3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3957+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3957_ROD/PIPE-DEPTH:  3.0 meters
 AJ3957_SLEEVE-DEPTH  :  0.8 meters
 AJ3957
 AJ3957  HISTORY     - Date     Condition        Report By
 AJ3957  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3957
 AJ3957                          STATION DESCRIPTION
 AJ3957
 AJ3957'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3957'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST-SOUTHWEST OF THE
 AJ3957'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 08 WEST, SECTION 1
 AJ3957'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3957'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3957'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3957'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3957'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3957'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3957'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3957'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3957'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3957'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3957'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3957'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3957', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3957'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3957'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3957'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3957'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3957'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3957'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3957'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3957'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3957'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3957'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 4.8 MI (7.7 KM) TO AN
 AJ3957'UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH)
 AJ3957'ON TO DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3957'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO DIRT ROAD (BARBED
 AJ3957'WIRE FENCE RUNS ALONG NORTH SIDE OF DIRT ROAD) AND DRIVE 0.5 MI (0.8
 AJ3957'KM) TO THE STATION ON YOUR LEFT
 AJ3957'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3957'COMPRESSED ON A 10.0 FT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3957'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3957'WITH A COUNTY LOGO ACCESS COVER STAMPED 3C02 1999, SURROUNDED WITH A
 AJ3957'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3957'MARKER
 AJ3957'STATION TIES
 AJ3957'93 FT (28.3 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER SECTION
 AJ3957'1, TOWNSHIP 2 SOUTH, RANGE 8 WEST
 AJ3957'45 FT (13.7 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3957'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3957'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3957'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3958 ***********************************************************************
 AJ3958  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3958  DESIGNATION -  3CQ2
 AJ3958  PID         -  AJ3958
 AJ3958  STATE/COUNTY-  AZ/MARICOPA
 AJ3958  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3958
 AJ3958                         *CURRENT SURVEY CONTROL
 AJ3958  ___________________________________________________________________
 AJ3958* NAD 83(1992)-  33 16 45.31702(N)    113 06 44.25756(W)     ADJUSTED  
 AJ3958* NAVD 88     -       344.22   (meters)    1129.3    (feet)  GPS OBS   
 AJ3958  ___________________________________________________________________
 AJ3958  X           -  -2,095,272.490 (meters)                     COMP
 AJ3958  Y           -  -4,909,378.395 (meters)                     COMP
 AJ3958  Z           -   3,480,063.905 (meters)                     COMP
 AJ3958  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AJ3958  ELLIP HEIGHT-         313.03  (meters)          (04/12/01) GPS OBS
 AJ3958  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3958
 AJ3958  HORZ ORDER  -  B
 AJ3958  ELLP ORDER  -  THIRD     CLASS II
 AJ3958
 AJ3958.The horizontal coordinates were established by GPS observations
 AJ3958.and adjusted by the National Geodetic Survey in April 2001..
 AJ3958
 AJ3958.The orthometric height was determined by GPS observations and a
 AJ3958.high-resolution geoid model using precise GPS observation and
 AJ3958.processing techniques.
 AJ3958
 AJ3958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3958
 AJ3958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3958
 AJ3958.The ellipsoidal height was determined by GPS observations
 AJ3958.and is referenced to NAD 83.
 AJ3958
 AJ3958.The geoid height was determined by GEOID03.
 AJ3958
 AJ3958;                    North         East     Units Scale Factor Converg.
 AJ3958;SPC AZ C     -   253,357.433   101,986.019   MT  1.00005289   -0 39 22.1
 AJ3958;SPC AZ C     -   831,225.17    334,599.80   iFT  1.00005289   -0 39 22.1
 AJ3958;UTM  12      - 3,684,236.107   303,284.401   MT  1.00007712   -1 09 33.9
 AJ3958
 AJ3958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3958!SPC AZ C     -   0.99995086  x   1.00005289  =   1.00000375
 AJ3958!UTM  12      -   0.99995086  x   1.00007712  =   1.00002797
 AJ3958
 AJ3958                          SUPERSEDED SURVEY CONTROL
 AJ3958
 AJ3958.No superseded survey control is available for this station.
 AJ3958
 AJ3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0328484236(NAD 83)
 AJ3958_MARKER: I = METAL ROD
 AJ3958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3958_STAMPING: 3CQ2 1999
 AJ3958_MARK LOGO: MCDOT 
 AJ3958_PROJECTION: FLUSH
 AJ3958_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3958+STABILITY: POSITION/ELEVATION WELL
 AJ3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3958+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3958_ROD/PIPE-DEPTH:  3.7 meters
 AJ3958_SLEEVE-DEPTH  :  0.8 meters
 AJ3958
 AJ3958  HISTORY     - Date     Condition        Report By
 AJ3958  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3958
 AJ3958                          STATION DESCRIPTION
 AJ3958
 AJ3958'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3958'THE STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) SOUTHWEST OF THE TOWN
 AJ3958'OF WINTERSBURG, TOWNSHIP 02 SOUTH, RANGE 08 WEST
 AJ3958'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3958'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3958'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3958'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3958'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3958'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3958'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3958'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3958'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3958'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3958'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3958'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3958'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3958'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3958'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3958'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3958'GATE AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3958'(SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 4.0 MI
 AJ3958'(6.4 KM) TO AGUA CALIENTE ROAD (A GRADED DIRT ROAD, NO STREET SIGNS) ,
 AJ3958'THENCE TURN RIGHT (WEST) ON TO AGUA CALIENTE ROAD AND DRIVE FOR 1.8 MI
 AJ3958'(2.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN
 AJ3958'RIGHT (NORTH) AND DRIVE NORTHWESTERLY ON DIRT ROAD FOR 0.6 MI (1.0 KM)
 AJ3958'TO THE STATION ON YOUR RIGHT
 AJ3958'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3958'COMPRESSED ON A 12.0 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3958'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3958'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CQ2 1999, SURROUNDED WITH A
 AJ3958'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3958'MARKER
 AJ3958'STATION TIES
 AJ3958'30 FT (9.1 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3958'0.9 FT (27.4 CM) SOUTH OF CARSONITE WITNESS POST
 AJ3958'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3958'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3959 ***********************************************************************
 AJ3959  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3959  DESIGNATION -  3CS2
 AJ3959  PID         -  AJ3959
 AJ3959  STATE/COUNTY-  AZ/MARICOPA
 AJ3959  USGS QUAD   -  CORTEZ PEAK (1989)
 AJ3959
 AJ3959                         *CURRENT SURVEY CONTROL
 AJ3959  ___________________________________________________________________
 AJ3959* NAD 83(1992)-  33 16 23.81545(N)    113 13 33.11967(W)     ADJUSTED  
 AJ3959* NAVD 88     -       506.78   (meters)    1662.7    (feet)  GPS OBS   
 AJ3959  ___________________________________________________________________
 AJ3959  X           -  -2,105,196.752 (meters)                     COMP
 AJ3959  Y           -  -4,905,674.338 (meters)                     COMP
 AJ3959  Z           -   3,479,599.227 (meters)                     COMP
 AJ3959  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AJ3959  ELLIP HEIGHT-         475.54  (meters)          (04/12/01) GPS OBS
 AJ3959  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AJ3959
 AJ3959  HORZ ORDER  -  B
 AJ3959  ELLP ORDER  -  THIRD     CLASS II
 AJ3959
 AJ3959.The horizontal coordinates were established by GPS observations
 AJ3959.and adjusted by the National Geodetic Survey in April 2001..
 AJ3959
 AJ3959.The orthometric height was determined by GPS observations and a
 AJ3959.high-resolution geoid model using precise GPS observation and
 AJ3959.processing techniques.
 AJ3959
 AJ3959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3959
 AJ3959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3959
 AJ3959.The ellipsoidal height was determined by GPS observations
 AJ3959.and is referenced to NAD 83.
 AJ3959
 AJ3959.The geoid height was determined by GEOID03.
 AJ3959
 AJ3959;                    North         East     Units Scale Factor Converg.
 AJ3959;SPC AZ C     -   252,821.928    91,397.574   MT  1.00008334   -0 43 06.1
 AJ3959;SPC AZ C     -   829,468.27    299,860.81   iFT  1.00008334   -0 43 06.1
 AJ3959;UTM  12      - 3,683,793.614   292,691.286   MT  1.00012990   -1 13 17.8
 AJ3959
 AJ3959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3959!SPC AZ C     -   0.99992535  x   1.00008334  =   1.00000868
 AJ3959!UTM  12      -   0.99992535  x   1.00012990  =   1.00005524
 AJ3959
 AJ3959                          SUPERSEDED SURVEY CONTROL
 AJ3959
 AJ3959.No superseded survey control is available for this station.
 AJ3959
 AJ3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9269183794(NAD 83)
 AJ3959_MARKER: I = METAL ROD
 AJ3959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3959+WITH SETTING: INFORMATION.
 AJ3959_STAMPING: 3CS2 2000
 AJ3959_MARK LOGO: MCDOT 
 AJ3959_PROJECTION: FLUSH
 AJ3959_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3959+STABILITY: POSITION/ELEVATION WELL
 AJ3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3959+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3959_ROD/PIPE-DEPTH:  1.8 meters
 AJ3959_SLEEVE-DEPTH  :  0.8 meters
 AJ3959
 AJ3959  HISTORY     - Date     Condition        Report By
 AJ3959  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3959
 AJ3959                          STATION DESCRIPTION
 AJ3959
 AJ3959'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3959'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3959'WINTERSBURG, TOWNSHIP 02 SOUTH, RANGE 09 WEST
 AJ3959'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3959'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3959'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3959'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3959'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3959'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3959'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3959'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3959'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3959'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3959'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3959'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3959'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3959'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3959'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3959'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3959'GATE AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3959'(SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 4.0 MI
 AJ3959'(6.4 KM) TO AGUA CALIENTE ROAD (A GRADED DIRT ROAD, NO STREET SIGNS) ,
 AJ3959'THENCE TURN RIGHT (WEST) ON TO AGUA CALIENTE ROAD AND DRIVE FOR 1.8 MI
 AJ3959'(2.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN
 AJ3959'RIGHT (NORTH) AND DRIVE WESTERLY ON DIRT ROAD FOR 8.5 MI (13.7 KM) TO
 AJ3959'THE STATION ON YOUR LEFT
 AJ3959'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3959'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3959'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3959'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CS2 2000, SURROUNDED WITH A
 AJ3959'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3959'MARKER
 AJ3959'STATION TIES
 AJ3959'15 FT (4.6 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3959'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3959'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3959'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3962 ***********************************************************************
 AJ3962  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3962  DESIGNATION -  3CT4
 AJ3962  PID         -  AJ3962
 AJ3962  STATE/COUNTY-  AZ/MARICOPA
 AJ3962  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3962
 AJ3962                         *CURRENT SURVEY CONTROL
 AJ3962  ___________________________________________________________________
 AJ3962* NAD 83(1992)-  33 17 23.93209(N)    113 17 21.46353(W)     ADJUSTED  
 AJ3962* NAVD 88     -       444.54   (meters)    1458.5    (feet)  GPS OBS   
 AJ3962  ___________________________________________________________________
 AJ3962  X           -  -2,110,203.792 (meters)                     COMP
 AJ3962  Y           -  -4,902,359.350 (meters)                     COMP
 AJ3962  Z           -   3,481,113.454 (meters)                     COMP
 AJ3962  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AJ3962  ELLIP HEIGHT-         413.23  (meters)          (04/12/01) GPS OBS
 AJ3962  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AJ3962
 AJ3962  HORZ ORDER  -  B
 AJ3962  ELLP ORDER  -  THIRD     CLASS II
 AJ3962
 AJ3962.The horizontal coordinates were established by GPS observations
 AJ3962.and adjusted by the National Geodetic Survey in April 2001..
 AJ3962
 AJ3962.The orthometric height was determined by GPS observations and a
 AJ3962.high-resolution geoid model using precise GPS observation and
 AJ3962.processing techniques.
 AJ3962
 AJ3962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3962
 AJ3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3962
 AJ3962.The ellipsoidal height was determined by GPS observations
 AJ3962.and is referenced to NAD 83.
 AJ3962
 AJ3962.The geoid height was determined by GEOID03.
 AJ3962
 AJ3962;                    North         East     Units Scale Factor Converg.
 AJ3962;SPC AZ C     -   254,749.930    85,512.580   MT  1.00010146   -0 45 12.6
 AJ3962;SPC AZ C     -   835,793.73    280,553.08   iFT  1.00010146   -0 45 12.6
 AJ3962;UTM  12      - 3,685,773.349   286,823.149   MT  1.00016032   -1 15 25.3
 AJ3962
 AJ3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3962!SPC AZ C     -   0.99993513  x   1.00010146  =   1.00003658
 AJ3962!UTM  12      -   0.99993513  x   1.00016032  =   1.00009544
 AJ3962
 AJ3962                          SUPERSEDED SURVEY CONTROL
 AJ3962
 AJ3962.No superseded survey control is available for this station.
 AJ3962
 AJ3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8682385773(NAD 83)
 AJ3962_MARKER: I = METAL ROD
 AJ3962_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3962+WITH SETTING: INFORMATION.
 AJ3962_STAMPING: 3CT4 2000
 AJ3962_MARK LOGO: MCDOT 
 AJ3962_PROJECTION: FLUSH
 AJ3962_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3962+STABILITY: POSITION/ELEVATION WELL
 AJ3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3962+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3962_ROD/PIPE-DEPTH:  1.8 meters
 AJ3962_SLEEVE-DEPTH  :  0.8 meters
 AJ3962
 AJ3962  HISTORY     - Date     Condition        Report By
 AJ3962  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3962
 AJ3962                          STATION DESCRIPTION
 AJ3962
 AJ3962'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3962'THE STATION IS LOCATED ABOUT 26 MI (41.8 KM) WEST-SOUTHWEST OF THE
 AJ3962'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 10 WEST, SECTION 33
 AJ3962'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3962'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3962'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3962'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3962'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3962'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3962'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3962'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3962', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3962'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3962'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3962'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3962'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3962'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 4.7 MI (7.6 KM) TO THE STATION
 AJ3962'ON YOUR LEFT
 AJ3962'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3962'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3962'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3962'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CT4 2000, SURROUNDED WITH A
 AJ3962'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3962'MARKER
 AJ3962'STATION TIES
 AJ3962'90 FT (27.4 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3962'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3962'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3964 ***********************************************************************
 AJ3964  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3964  DESIGNATION -  3CU2
 AJ3964  PID         -  AJ3964
 AJ3964  STATE/COUNTY-  AZ/MARICOPA
 AJ3964  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3964
 AJ3964                         *CURRENT SURVEY CONTROL
 AJ3964  ___________________________________________________________________
 AJ3964* NAD 83(1992)-  33 19 01.54885(N)    113 19 58.24013(W)     ADJUSTED  
 AJ3964* NAVD 88     -       413.17   (meters)    1355.5    (feet)  GPS OBS   
 AJ3964  ___________________________________________________________________
 AJ3964  X           -  -2,113,264.879 (meters)                     COMP
 AJ3964  Y           -  -4,899,213.591 (meters)                     COMP
 AJ3964  Z           -   3,483,609.886 (meters)                     COMP
 AJ3964  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3964  ELLIP HEIGHT-         381.84  (meters)          (04/12/01) GPS OBS
 AJ3964  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3964
 AJ3964  HORZ ORDER  -  B
 AJ3964  ELLP ORDER  -  THIRD     CLASS II
 AJ3964
 AJ3964.The horizontal coordinates were established by GPS observations
 AJ3964.and adjusted by the National Geodetic Survey in April 2001..
 AJ3964
 AJ3964.The orthometric height was determined by GPS observations and a
 AJ3964.high-resolution geoid model using precise GPS observation and
 AJ3964.processing techniques.
 AJ3964
 AJ3964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3964
 AJ3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3964
 AJ3964.The ellipsoidal height was determined by GPS observations
 AJ3964.and is referenced to NAD 83.
 AJ3964
 AJ3964.The geoid height was determined by GEOID03.
 AJ3964
 AJ3964;                    North         East     Units Scale Factor Converg.
 AJ3964;SPC AZ C     -   257,811.601    81,496.895   MT  1.00011431   -0 46 40.7
 AJ3964;SPC AZ C     -   845,838.59    267,378.26   iFT  1.00011431   -0 46 40.7
 AJ3964;UTM  12      - 3,688,870.399   282,834.283   MT  1.00018149   -1 16 54.7
 AJ3964
 AJ3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3964!SPC AZ C     -   0.99994006  x   1.00011431  =   1.00005436
 AJ3964!UTM  12      -   0.99994006  x   1.00018149  =   1.00012154
 AJ3964
 AJ3964                          SUPERSEDED SURVEY CONTROL
 AJ3964
 AJ3964.No superseded survey control is available for this station.
 AJ3964
 AJ3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8283488870(NAD 83)
 AJ3964_MARKER: I = METAL ROD
 AJ3964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3964_STAMPING: 3CU2 1999
 AJ3964_MARK LOGO: MCDOT 
 AJ3964_PROJECTION: FLUSH
 AJ3964_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3964+STABILITY: POSITION/ELEVATION WELL
 AJ3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3964+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3964_ROD/PIPE-DEPTH:  7.9 meters
 AJ3964_SLEEVE-DEPTH  :  0.8 meters
 AJ3964
 AJ3964  HISTORY     - Date     Condition        Report By
 AJ3964  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3964
 AJ3964                          STATION DESCRIPTION
 AJ3964
 AJ3964'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3964'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) WEST-SOUTHWEST OF THE
 AJ3964'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 11 WEST, SECTION 25
 AJ3964'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3964'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3964'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3964'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3964'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3964'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3964'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3964'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3964', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3964'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3964'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3964'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3964'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3964'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 2.2 MI (3.5 KM) TO TRAIL 059 (A
 AJ3964'DIRT ROAD) ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3964'TRAIL 059 AND DRIVE NORTHWESTERLY FOR 2.7 MI (4.3 KM) TO A Y IN THE
 AJ3964'ROAD, THENCE VEER LEFT AND CONTINUE ON TRAIL 059 (TRAIL 006 (A DIRT
 AJ3964'ROAD) HEADS TO THE NORTHEAST) AND DRIVE SOUTHWESTERLY FOR 2.4 MI (3.9
 AJ3964'KM) TO THE STATION ON YOUR LEFT
 AJ3964'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3964'COMPRESSED ON A 26.0 FT (7.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3964'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3964'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CU2 1999, SURROUNDED WITH A
 AJ3964'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3964'MARKER
 AJ3964'STATION TIES
 AJ3964'25 FT (7.6 M) SOUTHEAST OF CENTERLINE OF TRAIL 059
 AJ3964'1 FT (0.3 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3964'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3964'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3764 ***********************************************************************
 AJ3764  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3764  DESIGNATION -  3DB3
 AJ3764  PID         -  AJ3764
 AJ3764  STATE/COUNTY-  AZ/MARICOPA
 AJ3764  USGS QUAD   -  MOBILE NE (1973)
 AJ3764
 AJ3764                         *CURRENT SURVEY CONTROL
 AJ3764  ___________________________________________________________________
 AJ3764* NAD 83(1992)-  33 14 46.88724(N)    112 21 26.93786(W)     ADJUSTED  
 AJ3764* NAVD 88     -       367.85   (meters)    1206.9    (feet)  GPS OBS   
 AJ3764  ___________________________________________________________________
 AJ3764  X           -  -2,031,185.716 (meters)                     COMP
 AJ3764  Y           -  -4,938,424.288 (meters)                     COMP
 AJ3764  Z           -   3,477,026.309 (meters)                     COMP
 AJ3764  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 AJ3764  ELLIP HEIGHT-         337.43  (meters)          (04/12/01) GPS OBS
 AJ3764  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3764
 AJ3764  HORZ ORDER  -  B
 AJ3764  ELLP ORDER  -  THIRD     CLASS II
 AJ3764
 AJ3764.The horizontal coordinates were established by GPS observations
 AJ3764.and adjusted by the National Geodetic Survey in April 2001..
 AJ3764
 AJ3764.The orthometric height was determined by GPS observations and a
 AJ3764.high-resolution geoid model using precise GPS observation and
 AJ3764.processing techniques.
 AJ3764
 AJ3764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3764
 AJ3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3764
 AJ3764.The ellipsoidal height was determined by GPS observations
 AJ3764.and is referenced to NAD 83.
 AJ3764
 AJ3764.The geoid height was determined by GEOID03.
 AJ3764
 AJ3764;                    North         East     Units Scale Factor Converg.
 AJ3764;SPC AZ C     -   249,158.135   172,283.135   MT  0.99992080   -0 14 30.0
 AJ3764;SPC AZ C     -   817,447.95    565,233.38   iFT  0.99992080   -0 14 30.0
 AJ3764;UTM  12      - 3,679,420.118   373,538.455   MT  0.99979718   -0 44 39.6
 AJ3764
 AJ3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3764!SPC AZ C     -   0.99994703  x   0.99992080  =   0.99986783
 AJ3764!UTM  12      -   0.99994703  x   0.99979718  =   0.99974422
 AJ3764
 AJ3764                          SUPERSEDED SURVEY CONTROL
 AJ3764
 AJ3764.No superseded survey control is available for this station.
 AJ3764
 AJ3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7353879420(NAD 83)
 AJ3764_MARKER: I = METAL ROD
 AJ3764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3764_STAMPING: 3DB3 10-1999
 AJ3764_MARK LOGO: MCDOT 
 AJ3764_PROJECTION: FLUSH
 AJ3764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3764+STABILITY: POSITION/ELEVATION WELL
 AJ3764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3764+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3764_ROD/PIPE-DEPTH: 10.4 meters
 AJ3764_SLEEVE-DEPTH  :  0.8 meters
 AJ3764
 AJ3764  HISTORY     - Date     Condition        Report By
 AJ3764  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3764
 AJ3764                          STATION DESCRIPTION
 AJ3764
 AJ3764'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3764'THE STATION IS LOCATED APPROXIMATELY 21 MI (33.8 KM) SOUTHWEST OF THE
 AJ3764'CITY OF PHOENIX, 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3764'TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 22
 AJ3764'OWNERSHIP-STATE LAND
 AJ3764'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3764'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (WHICH VEERS
 AJ3764'SOUTHEAST THEN SOUTH AGAIN AT THE GILA RIVER, BECOMING TUTHILL ROAD)
 AJ3764'FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY
 AJ3764'ROAD AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN
 AJ3764'RIGHT (SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM)
 AJ3764'TO CHANDLER HEIGHTS ROAD, THENCE TURN LEFT (EAST) ONTO CHANDLER
 AJ3764'HEIGHTS ROAD AND DRIVE 3.9 MI (6.3 KM) TO A DIRT ROAD ON THE LEFT,
 AJ3764'THENCE TURN LEFT (NORTH) AND DRIVE NORTHERLY ABOUT 270 FT (82.3 M) TO
 AJ3764'FENCE LINE AND GATE AT 33 13 58N-112 22 38W, THENCE CONTINUE ON THE
 AJ3764'DIRT ROAD, PASSING THROUGH THE GATE, FOR 1.3 MI, (2.1 KM) PARALLELING
 AJ3764'A CONCRETE IRRIGATION DITCH (FIRST NORTH, THEN WEST, THEN NORTH AGAIN)
 AJ3764'TO A FENCE LINE AND GATE ON THE RIGHT, THENCE TURN RIGHT (EAST) ONTO
 AJ3764'THE DIRT ROAD, PASSING THROUGH THE GATE, AND DRIVE 1.5 MI (2.4 KM) TO
 AJ3764'THE STATION ON THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3764'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3764'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 34 FOOT (10.4 M) STAINLESS
 AJ3764'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3764'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3764'STAMPED 3DB3 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3764'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3764'STATION TIES
 AJ3764'THE STATION IS 140 FT (42.7 M) EAST OF THE CENTER LINE OF A
 AJ3764'NORTH-SOUTH DIRT FARM ROAD
 AJ3764'140 FT (42.7 M) SOUTH OF THE CENTERLINE OF THE DIRT FARM ROAD ON WHICH
 AJ3764'YOU ARRIVED
 AJ3764'3 FT (0.9 M) NORTH NORTHWEST OF THE CARSONITE MARKER
 AJ3764'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3764'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3748 ***********************************************************************
 AJ3748  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3748  DESIGNATION -  3DD1
 AJ3748  PID         -  AJ3748
 AJ3748  STATE/COUNTY-  AZ/MARICOPA
 AJ3748  USGS QUAD   -  MOBILE NW (1978)
 AJ3748
 AJ3748                         *CURRENT SURVEY CONTROL
 AJ3748  ___________________________________________________________________
 AJ3748* NAD 83(1992)-  33 14 49.43206(N)    112 27 51.41682(W)     ADJUSTED  
 AJ3748* NAVD 88     -       322.95   (meters)    1059.5    (feet)  GPS OBS   
 AJ3748  ___________________________________________________________________
 AJ3748  X           -  -2,040,356.591 (meters)                     COMP
 AJ3748  Y           -  -4,934,554.965 (meters)                     COMP
 AJ3748  Z           -   3,477,067.138 (meters)                     COMP
 AJ3748  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3748  ELLIP HEIGHT-         292.30  (meters)          (04/12/01) GPS OBS
 AJ3748  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AJ3748
 AJ3748  HORZ ORDER  -  B
 AJ3748  ELLP ORDER  -  THIRD     CLASS II
 AJ3748
 AJ3748.The horizontal coordinates were established by GPS observations
 AJ3748.and adjusted by the National Geodetic Survey in April 2001..
 AJ3748
 AJ3748.The orthometric height was determined by GPS observations and a
 AJ3748.high-resolution geoid model using precise GPS observation and
 AJ3748.processing techniques.
 AJ3748
 AJ3748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3748
 AJ3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3748
 AJ3748.The ellipsoidal height was determined by GPS observations
 AJ3748.and is referenced to NAD 83.
 AJ3748
 AJ3748.The geoid height was determined by GEOID03.
 AJ3748
 AJ3748;                    North         East     Units Scale Factor Converg.
 AJ3748;SPC AZ C     -   249,283.593   162,331.445   MT  0.99993209   -0 18 00.9
 AJ3748;SPC AZ C     -   817,859.56    532,583.48   iFT  0.99993209   -0 18 00.9
 AJ3748;UTM  12      - 3,679,632.854   363,589.374   MT  0.99982942   -0 48 10.5
 AJ3748
 AJ3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3748!SPC AZ C     -   0.99995411  x   0.99993209  =   0.99988621
 AJ3748!UTM  12      -   0.99995411  x   0.99982942  =   0.99978354
 AJ3748
 AJ3748                          SUPERSEDED SURVEY CONTROL
 AJ3748
 AJ3748.No superseded survey control is available for this station.
 AJ3748
 AJ3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6358979633(NAD 83)
 AJ3748_MARKER: I = METAL ROD
 AJ3748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3748_STAMPING: 3DD1 2000
 AJ3748_MARK LOGO: MCDOT 
 AJ3748_PROJECTION: FLUSH
 AJ3748_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3748+STABILITY: POSITION/ELEVATION WELL
 AJ3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3748+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AJ3748_ROD/PIPE-DEPTH:  9.8 meters
 AJ3748_SLEEVE-DEPTH  :  0.8 meters
 AJ3748
 AJ3748  HISTORY     - Date     Condition        Report By
 AJ3748  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3748  HISTORY     - 20050208 GOOD             INDIV
 AJ3748
 AJ3748                          STATION DESCRIPTION
 AJ3748
 AJ3748'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3748'THE STATION IS LOCATED APPROXIMATELY 26 MI (41.8 KM) WEST OF THE CITY
 AJ3748'OF PHOENIX, 11 MI (17.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3748'2 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3748'OWNERSHIP-STATE TRUST LAND
 AJ3748'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3748'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS TO THE
 AJ3748'SOUTHWEST THEN SOUTH AGAIN AT THE GILA RIVER AND BECOMES TUTHILL ROAD)
 AJ3748'FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY
 AJ3748'ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN
 AJ3748'RIGHT (SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM)
 AJ3748'TO CHANDLER HEIGHTS ROAD, THENCE TURN RIGHT (WEST) ONTO CHANDLER
 AJ3748'HEIGHTS ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A DIRT ROAD PARALLELING
 AJ3748'THE EL PASO NATURAL GAS COMPANY PIPELINE, THENCE TURN RIGHT (NORTH)
 AJ3748'ONTO THE PIPELINE ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A POINT WHERE
 AJ3748'THE PRESENT ROAD BEGINS TO VEER TO THE NORTHEAST AND A DIRT ROAD
 AJ3748'INTERSECTS IT FROM THE WEST, THENCE TURN LEFT (WEST) ONTO THE DIRT
 AJ3748'ROAD AND DRIVE FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT
 AJ3748'(NORTH) SIDE OF THE ROAD
 AJ3748'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A PUNCH HOLE IN THE
 AJ3748'TOP CENTER OF AN ALUMINUM CAP COMPRESSED ON A 32 FOOT (9.8 M)
 AJ3748'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3748'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO
 AJ3748'ACCESS COVER STAMPED 3DD1 2000, SURROUNDED WITH A CONCRETE COLLAR
 AJ3748'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3748'STATION TIES
 AJ3748'THE STATION IS LOCATED 50 FT (15.2 M) EAST AND 100 FT (30.5 M) NORTH
 AJ3748'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCED ENCLOSURE SOUTH OF THE
 AJ3748'ROAD
 AJ3748'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3748'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3748
 AJ3748                          STATION RECOVERY (2005)
 AJ3748
 AJ3748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3747 ***********************************************************************
 AJ3747  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3747  DESIGNATION -  3DF2
 AJ3747  PID         -  AJ3747
 AJ3747  STATE/COUNTY-  AZ/MARICOPA
 AJ3747  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3747
 AJ3747                         *CURRENT SURVEY CONTROL
 AJ3747  ___________________________________________________________________
 AJ3747* NAD 83(1992)-  33 14 48.92266(N)    112 34 24.44927(W)     ADJUSTED  
 AJ3747* NAVD 88     -       314.03   (meters)    1030.3    (feet)  GPS OBS   
 AJ3747  ___________________________________________________________________
 AJ3747  X           -  -2,049,755.941 (meters)                     COMP
 AJ3747  Y           -  -4,930,659.094 (meters)                     COMP
 AJ3747  Z           -   3,477,049.034 (meters)                     COMP
 AJ3747  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3747  ELLIP HEIGHT-         283.22  (meters)          (04/12/01) GPS OBS
 AJ3747  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3747
 AJ3747  HORZ ORDER  -  B
 AJ3747  ELLP ORDER  -  THIRD     CLASS II
 AJ3747
 AJ3747.The horizontal coordinates were established by GPS observations
 AJ3747.and adjusted by the National Geodetic Survey in April 2001..
 AJ3747
 AJ3747.The orthometric height was determined by GPS observations and a
 AJ3747.high-resolution geoid model using precise GPS observation and
 AJ3747.processing techniques.
 AJ3747
 AJ3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3747
 AJ3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3747
 AJ3747.The ellipsoidal height was determined by GPS observations
 AJ3747.and is referenced to NAD 83.
 AJ3747
 AJ3747.The geoid height was determined by GEOID03.
 AJ3747
 AJ3747;                    North         East     Units Scale Factor Converg.
 AJ3747;SPC AZ C     -   249,326.526   152,157.850   MT  0.99994617   -0 21 36.3
 AJ3747;SPC AZ C     -   818,000.41    499,205.54   iFT  0.99994617   -0 21 36.3
 AJ3747;UTM  12      - 3,679,765.032   353,417.483   MT  0.99986492   -0 51 46.1
 AJ3747
 AJ3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3747!SPC AZ C     -   0.99995554  x   0.99994617  =   0.99990171
 AJ3747!UTM  12      -   0.99995554  x   0.99986492  =   0.99982046
 AJ3747
 AJ3747                          SUPERSEDED SURVEY CONTROL
 AJ3747
 AJ3747.No superseded survey control is available for this station.
 AJ3747
 AJ3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5341779765(NAD 83)
 AJ3747_MARKER: I = METAL ROD
 AJ3747_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3747_STAMPING: 3DF2 2000
 AJ3747_MARK LOGO: MCDOT 
 AJ3747_PROJECTION: FLUSH
 AJ3747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3747+STABILITY: POSITION/ELEVATION WELL
 AJ3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3747+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3747_ROD/PIPE-DEPTH:  6.7 meters
 AJ3747_SLEEVE-DEPTH  :  0.8 meters
 AJ3747
 AJ3747  HISTORY     - Date     Condition        Report By
 AJ3747  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3747
 AJ3747                          STATION DESCRIPTION
 AJ3747
 AJ3747'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3747'THE STATION IS LOCATED APPROXIMATELY 32 MI (51.5 KM) WEST OF THE CITY
 AJ3747'OF PHOENIX, 8 MI (12.9 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 02
 AJ3747'SOUTH, RANGE O3 WEST, SECTION 21
 AJ3747'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3747'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3747'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 14.0 MI (22.5
 AJ3747'KM) TO THE (DIRT) EL PASO NATURAL GAS COMPANY PIPELINE ROAD, THENCE
 AJ3747'TURN LEFT (EAST) AND DRIVE ON THE PIPELINE ROAD FOR 2.5 MI (4.0 KM) TO
 AJ3747'AN UNMARKED DIRT ROAD, THENCE TURN LEFT (NORTHEAST) ONTO DIRT ROAD AND
 AJ3747'DRIVE 1.0 MI (1.6 KM) TO AN EAST-WEST OVERHEAD POWER LINE, THENCE
 AJ3747'CONTINUE NORTHEAST, CROSSING UNDER POWER LINE ON DIRT ROAD 0.4 MI (0.6
 AJ3747'KM) TO A CATTLE GUARD AND FENCE, THENCE CONTINUE NORTHEAST FOR 0.6 MI
 AJ3747'(1.0 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (EAST) ONTO THE
 AJ3747'DIRT ROAD AND DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 AJ3747'(SOUTH) SIDE OF THE ROAD
 AJ3747'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3747'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3747'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3747'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3747'STAMPED 3DF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3747'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3747'STATION TIES
 AJ3747'86 FT (26.2 M) SOUTHWEST OF A GENERAL LAND OFFICE CAP
 AJ3747'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3747'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3765 ***********************************************************************
 AJ3765  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3765  DESIGNATION -  3DH2
 AJ3765  PID         -  AJ3765
 AJ3765  STATE/COUNTY-  AZ/MARICOPA
 AJ3765  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3765
 AJ3765                         *CURRENT SURVEY CONTROL
 AJ3765  ___________________________________________________________________
 AJ3765* NAD 83(1992)-  33 14 49.41250(N)    112 39 50.44803(W)     ADJUSTED  
 AJ3765* NAVD 88     -       295.47   (meters)     969.4    (feet)  GPS OBS   
 AJ3765  ___________________________________________________________________
 AJ3765  X           -  -2,057,537.007 (meters)                     COMP
 AJ3765  Y           -  -4,927,391.266 (meters)                     COMP
 AJ3765  Z           -   3,477,051.409 (meters)                     COMP
 AJ3765  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AJ3765  ELLIP HEIGHT-         264.53  (meters)          (04/12/01) GPS OBS
 AJ3765  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3765
 AJ3765  HORZ ORDER  -  B
 AJ3765  ELLP ORDER  -  THIRD     CLASS II
 AJ3765
 AJ3765.The horizontal coordinates were established by GPS observations
 AJ3765.and adjusted by the National Geodetic Survey in April 2001..
 AJ3765
 AJ3765.The orthometric height was determined by GPS observations and a
 AJ3765.high-resolution geoid model using precise GPS observation and
 AJ3765.processing techniques.
 AJ3765
 AJ3765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3765
 AJ3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3765
 AJ3765.The ellipsoidal height was determined by GPS observations
 AJ3765.and is referenced to NAD 83.
 AJ3765
 AJ3765.The geoid height was determined by GEOID03.
 AJ3765
 AJ3765;                    North         East     Units Scale Factor Converg.
 AJ3765;SPC AZ C     -   249,398.308   143,719.522   MT  0.99995978   -0 24 35.1
 AJ3765;SPC AZ C     -   818,235.92    471,520.74   iFT  0.99995978   -0 24 35.1
 AJ3765;UTM  12      - 3,679,910.837   344,980.721   MT  0.99989629   -0 54 44.9
 AJ3765
 AJ3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3765!SPC AZ C     -   0.99995847  x   0.99995978  =   0.99991825
 AJ3765!UTM  12      -   0.99995847  x   0.99989629  =   0.99985477
 AJ3765
 AJ3765                          SUPERSEDED SURVEY CONTROL
 AJ3765
 AJ3765.No superseded survey control is available for this station.
 AJ3765
 AJ3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4498179911(NAD 83)
 AJ3765_MARKER: I = METAL ROD
 AJ3765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3765+WITH SETTING: INFORMATION.
 AJ3765_STAMPING: 3DH2 1999
 AJ3765_MARK LOGO: MCDOT 
 AJ3765_PROJECTION: FLUSH
 AJ3765_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3765+STABILITY: POSITION/ELEVATION WELL
 AJ3765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3765+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3765_ROD/PIPE-DEPTH:  2.2 meters
 AJ3765_SLEEVE-DEPTH  :  0.8 meters
 AJ3765
 AJ3765  HISTORY     - Date     Condition        Report By
 AJ3765  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3765
 AJ3765                          STATION DESCRIPTION
 AJ3765
 AJ3765'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3765'THE STATION IS LOCATED APPROXIMATELY 37 MI (59.5 KM) SOUTHWEST OF THE
 AJ3765'CITY OF PHOENIX, 10 MI (16.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3765'BUCKEYE, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 15
 AJ3765'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3765'TO REACH THE STATION FORM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3765'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 13.5 MI (21.7
 AJ3765'KM) TO MILE POST MARKER 141, THENCE CONTINUE SOUTH ON STATE ROUTE 85
 AJ3765'FOR 0.3 MI (0.5 KM) TO OVERHEAD POWER LINES, THENCE PASS UNDER THE
 AJ3765'POWER LINES AND DRIVE FOR 420 FT (128.0 M) TO A DIRT ROAD, THENCE TURN
 AJ3765'RIGHT (WEST) ONTO THE DIRT ROAD, PASSING THROUGH THE RIGHT-OF-WAY
 AJ3765'FENCE, AND DRIVE 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE PASS OVER
 AJ3765'THE CATTLE GUARD AND DRIVE 0.2 MI (0.3 KM) TO RAINBOW WASH, THENCE
 AJ3765'PASS THROUGH RAINBOW WASH AND CONTINUE FOR 220 FT (67.1 M) TO A DIRT
 AJ3765'ROAD, THENCE TURN RIGHT (NORTH) ONTO THE DIRT AND DRIVE FOR 325 FT
 AJ3765'(99.1 M) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3765'NORTHERLY, PASSING UNDER THE POWER LINES AGAIN, FOR 1.0 MI (1.6 KM) TO
 AJ3765'ANOTHER FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3765'NORTHERLY FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT (WEST) SIDE
 AJ3765'OF THE ROAD
 AJ3765'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3765'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 7.2 FOOT (2.2 M) STAINLESS
 AJ3765'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3765'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3765'STAMPED 3DH2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3765'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3765'STATION TIES
 AJ3765'THE STATION IS 100 FT (30.5 M) EAST OF THE CENTERLINE OF A WASH
 AJ3765'35 FT (10.7 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3765'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3765'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3808 ***********************************************************************
 AJ3808  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3808  DESIGNATION -  3DJ3
 AJ3808  PID         -  AJ3808
 AJ3808  STATE/COUNTY-  AZ/MARICOPA
 AJ3808  USGS QUAD   -  SPRING MTN (1978)
 AJ3808
 AJ3808                         *CURRENT SURVEY CONTROL
 AJ3808  ___________________________________________________________________
 AJ3808* NAD 83(1992)-  33 14 56.10387(N)    112 45 35.64200(W)     ADJUSTED  
 AJ3808* NAVD 88     -       234.24   (meters)     768.5    (feet)  GPS OBS   
 AJ3808  ___________________________________________________________________
 AJ3808  X           -  -2,065,716.772 (meters)                     COMP
 AJ3808  Y           -  -4,923,789.451 (meters)                     COMP
 AJ3808  Z           -   3,477,190.187 (meters)                     COMP
 AJ3808  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AJ3808  ELLIP HEIGHT-         203.19  (meters)          (04/12/01) GPS OBS
 AJ3808  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AJ3808
 AJ3808  HORZ ORDER  -  B
 AJ3808  ELLP ORDER  -  THIRD     CLASS II
 AJ3808
 AJ3808.The horizontal coordinates were established by GPS observations
 AJ3808.and adjusted by the National Geodetic Survey in April 2001..
 AJ3808
 AJ3808.The orthometric height was determined by GPS observations and a
 AJ3808.high-resolution geoid model using precise GPS observation and
 AJ3808.processing techniques.
 AJ3808
 AJ3808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3808
 AJ3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3808
 AJ3808.The ellipsoidal height was determined by GPS observations
 AJ3808.and is referenced to NAD 83.
 AJ3808
 AJ3808.The geoid height was determined by GEOID03.
 AJ3808
 AJ3808;                    North         East     Units Scale Factor Converg.
 AJ3808;SPC AZ C     -   249,672.446   134,785.822   MT  0.99997610   -0 27 44.5
 AJ3808;SPC AZ C     -   819,135.32    442,210.70   iFT  0.99997610   -0 27 44.5
 AJ3808;UTM  12      - 3,680,263.336   336,050.253   MT  0.99993141   -0 57 54.5
 AJ3808
 AJ3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3808!SPC AZ C     -   0.99996810  x   0.99997610  =   0.99994420
 AJ3808!UTM  12      -   0.99996810  x   0.99993141  =   0.99989951
 AJ3808
 AJ3808                          SUPERSEDED SURVEY CONTROL
 AJ3808
 AJ3808.No superseded survey control is available for this station.
 AJ3808
 AJ3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3605080263(NAD 83)
 AJ3808_MARKER: I = METAL ROD
 AJ3808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3808_STAMPING: 3DJ3 11-1999
 AJ3808_MARK LOGO: MCDOT 
 AJ3808_PROJECTION: FLUSH
 AJ3808_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3808+STABILITY: POSITION/ELEVATION WELL
 AJ3808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3808+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3808_ROD/PIPE-DEPTH: 12.8 meters
 AJ3808_SLEEVE-DEPTH  :  0.8 meters
 AJ3808
 AJ3808  HISTORY     - Date     Condition        Report By
 AJ3808  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3808
 AJ3808                          STATION DESCRIPTION
 AJ3808
 AJ3808'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3808'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3808'CITY OF PHOENIX, 13 MI (20.9 KM) SOUTHWEST OF THE TOWN OF BUCKEYE,
 AJ3808'TOWNSHIP 2 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3808'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3808'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND STATE
 AJ3808'ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 TO MILE POST 150, THENCE
 AJ3808'CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.9 MI (1.4 KM) TO OLD HIGHWAY
 AJ3808'80, THENCE TURN LEFT ONTO OLD HIGHWAY 80 AND DRIVE FOR 19.4 MI (31.2
 AJ3808'KM) TO THE BRIDGE OVER THE GILA RIVER AT GILLESPIE DAM, THENCE, FROM
 AJ3808'THE EAST END OF THE BRIDGE, DRIVE FOR 1.15 MI (1.85 KM) TO MILE POST
 AJ3808'19, THENCE CONTINUE ON OLD HIGHWAY 80 FOR 0.85 MI (1.37 KM) TO A
 AJ3808'NARROW PASSAGE OVER A SIPHON IN THE GILA RIVER CANAL, ACROSS THE ROAD
 AJ3808'FROM A METAL POWER POLE MARKED 25/11, THENCE TURN LEFT (NORTHEAST)
 AJ3808'THROUGH THE PASSAGE, THE PASSAGE (331300N-1124410W) IS VERY NARROW AND
 AJ3808'PASSES BETWEEN 2 LARGE, ROUNDED CONCRETE WALLS MARKING THE INLET AND
 AJ3808'OUTLET OF THE SHORT SIPHON AND ALLOWS ACCESS TO THE MAINTENANCE ROAD
 AJ3808'ON THE NORTHEAST SIDE OF THE CANAL, THENCE PASS OVER THE CANAL,
 AJ3808'BEARING LEFT (NORTHWEST) UP ONTO THE CANAL MAINTENANCE ROAD FOR 0.7 MI
 AJ3808'(1.1 KM) TO AN OVERHEAD POWER LINE, THENCE PASS UNDER THE POWER LINE
 AJ3808'AND CONTINUE ON THE MAINTENANCE ROAD FOR 0.8 MI (1.3 KM) TO A DIRT
 AJ3808'TRAIL RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE DIRT TRAIL
 AJ3808'(331331N-1124528W) AND DRIVE 0.05 MI (0.08 KM) TO A DIRT TRAIL LEFT
 AJ3808'AND A WOODEN POLE POWER LINE, THENCE TURN LEFT (NORTHWEST) ONTO THE
 AJ3808'TRAIL AND DRIVE FOR 0.05 MI (0.08 KM) TO A DIRT ROAD RIGHT, THENCE
 AJ3808'TURN RIGHT (NORTH) AND DRIVE NORTHERLY ON THE EAST SIDE OF THE
 AJ3808'MOUNTAINS FOR 1.0 MI (1.6 KM) TO A DIRT ROAD LEFT, THENCE CONTINUE,
 AJ3808'PASSING THE DIRT ROAD LEFT (331417N-1124528W) AND CIRCLING FROM
 AJ3808'NORTHEASTERLY TO WEST, FOR 1.6 MI (2.6 KM) TO THE STATION ON THE NORTH
 AJ3808'SIDE OF THE MOUNTAIN, SOUTHEAST OF THE ROAD
 AJ3808'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3808'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 42 FOOT (12.8 M) STAINLESS
 AJ3808'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3808'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3808'STAMPED 3DJ3 11-99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3808'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3808'STATION TIES
 AJ3808'THE STATION IS 45 FT (13.7 M) SOUTHEAST OF THE CENTERLINE OF THE DIRT
 AJ3808'ROAD
 AJ3808'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3808'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3943 ***********************************************************************
 AJ3943  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3943  DESIGNATION -  3DL2
 AJ3943  PID         -  AJ3943
 AJ3943  STATE/COUNTY-  AZ/MARICOPA
 AJ3943  USGS QUAD   -  ARLINGTON (1984)
 AJ3943
 AJ3943                         *CURRENT SURVEY CONTROL
 AJ3943  ___________________________________________________________________
 AJ3943* NAD 83(1992)-  33 15 06.07647(N)    112 52 07.91302(W)     ADJUSTED  
 AJ3943* NAVD 88     -       288.13   (meters)     945.3    (feet)  GPS OBS   
 AJ3943  ___________________________________________________________________
 AJ3943  X           -  -2,075,029.049 (meters)                     COMP
 AJ3943  Y           -  -4,919,738.283 (meters)                     COMP
 AJ3943  Z           -   3,477,476.665 (meters)                     COMP
 AJ3943  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AJ3943  ELLIP HEIGHT-         257.05  (meters)          (04/12/01) GPS OBS
 AJ3943  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3943
 AJ3943  HORZ ORDER  -  B
 AJ3943  ELLP ORDER  -  THIRD     CLASS II
 AJ3943
 AJ3943.The horizontal coordinates were established by GPS observations
 AJ3943.and adjusted by the National Geodetic Survey in April 2001..
 AJ3943
 AJ3943.The orthometric height was determined by GPS observations and a
 AJ3943.high-resolution geoid model using precise GPS observation and
 AJ3943.processing techniques.
 AJ3943
 AJ3943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3943
 AJ3943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3943
 AJ3943.The ellipsoidal height was determined by GPS observations
 AJ3943.and is referenced to NAD 83.
 AJ3943
 AJ3943.The geoid height was determined by GEOID03.
 AJ3943
 AJ3943;                    North         East     Units Scale Factor Converg.
 AJ3943;SPC AZ C     -   250,066.902   124,634.774   MT  0.99999703   -0 31 19.7
 AJ3943;SPC AZ C     -   820,429.47    408,906.74   iFT  0.99999703   -0 31 19.7
 AJ3943;UTM  12      - 3,680,746.842   325,903.402   MT  0.99997371   -1 01 30.0
 AJ3943
 AJ3943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3943!SPC AZ C     -   0.99995965  x   0.99999703  =   0.99995668
 AJ3943!UTM  12      -   0.99995965  x   0.99997371  =   0.99993336
 AJ3943
 AJ3943                          SUPERSEDED SURVEY CONTROL
 AJ3943
 AJ3943.No superseded survey control is available for this station.
 AJ3943
 AJ3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2590380747(NAD 83)
 AJ3943_MARKER: I = METAL ROD
 AJ3943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3943_STAMPING: 3DL2 1999
 AJ3943_MARK LOGO: MCDOT 
 AJ3943_PROJECTION: FLUSH
 AJ3943_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3943+STABILITY: POSITION/ELEVATION WELL
 AJ3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3943+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3943_ROD/PIPE-DEPTH:  5.9 meters
 AJ3943_SLEEVE-DEPTH  :  0.8 meters
 AJ3943
 AJ3943  HISTORY     - Date     Condition        Report By
 AJ3943  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3943
 AJ3943                          STATION DESCRIPTION
 AJ3943
 AJ3943'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3943'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3943'ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3943'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3943'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3943'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3943'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3943'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3943'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3943'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3943'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3943'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3943'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3943'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3943'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3943', THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 1.4
 AJ3943'MI (2.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3943'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3943'COMPRESSED ON A 19.4 FT (5.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3943'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3943'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DL2 1999, SURROUNDED WITH A
 AJ3943'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3943'MARKER
 AJ3943'STATION TIES
 AJ3943'29.5 FT (9.0 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3943'5.0 FT (1.5 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3943'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3943'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3947 ***********************************************************************
 AJ3947  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3947  DESIGNATION -  3DN2
 AJ3947  PID         -  AJ3947
 AJ3947  STATE/COUNTY-  AZ/MARICOPA
 AJ3947  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3947
 AJ3947                         *CURRENT SURVEY CONTROL
 AJ3947  ___________________________________________________________________
 AJ3947* NAD 83(1992)-  33 14 54.79372(N)    112 59 38.30077(W)     ADJUSTED  
 AJ3947* NAVD 88     -       325.71   (meters)    1068.6    (feet)  GPS OBS   
 AJ3947  ___________________________________________________________________
 AJ3947  X           -  -2,085,853.266 (meters)                     COMP
 AJ3947  Y           -  -4,915,400.006 (meters)                     COMP
 AJ3947  Z           -   3,477,206.548 (meters)                     COMP
 AJ3947  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ3947  ELLIP HEIGHT-         294.60  (meters)          (04/12/01) GPS OBS
 AJ3947  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AJ3947
 AJ3947  HORZ ORDER  -  B
 AJ3947  ELLP ORDER  -  THIRD     CLASS II
 AJ3947
 AJ3947.The horizontal coordinates were established by GPS observations
 AJ3947.and adjusted by the National Geodetic Survey in April 2001..
 AJ3947
 AJ3947.The orthometric height was determined by GPS observations and a
 AJ3947.high-resolution geoid model using precise GPS observation and
 AJ3947.processing techniques.
 AJ3947
 AJ3947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3947
 AJ3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3947
 AJ3947.The ellipsoidal height was determined by GPS observations
 AJ3947.and is referenced to NAD 83.
 AJ3947
 AJ3947.The geoid height was determined by GEOID03.
 AJ3947
 AJ3947;                    North         East     Units Scale Factor Converg.
 AJ3947;SPC AZ C     -   249,832.537   112,973.211   MT  1.00002421   -0 35 26.5
 AJ3947;SPC AZ C     -   819,660.55    370,647.02   iFT  1.00002421   -0 35 26.5
 AJ3947;UTM  12      - 3,680,614.832   314,240.360   MT  1.00002546   -1 05 36.8
 AJ3947
 AJ3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3947!SPC AZ C     -   0.99995375  x   1.00002421  =   0.99997796
 AJ3947!UTM  12      -   0.99995375  x   1.00002546  =   0.99997921
 AJ3947
 AJ3947                          SUPERSEDED SURVEY CONTROL
 AJ3947
 AJ3947.No superseded survey control is available for this station.
 AJ3947
 AJ3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1424080615(NAD 83)
 AJ3947_MARKER: I = METAL ROD
 AJ3947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3947+WITH SETTING: INFORMATION.
 AJ3947_STAMPING: 3DN2 11-1999
 AJ3947_MARK LOGO: MCDOT 
 AJ3947_PROJECTION: FLUSH
 AJ3947_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3947+STABILITY: POSITION/ELEVATION WELL
 AJ3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3947+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3947_ROD/PIPE-DEPTH:  1.1 meters
 AJ3947_SLEEVE-DEPTH  :  0.8 meters
 AJ3947
 AJ3947  HISTORY     - Date     Condition        Report By
 AJ3947  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3947
 AJ3947                          STATION DESCRIPTION
 AJ3947
 AJ3947'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3947'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) WEST-SOUTHWEST OF THE
 AJ3947'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 07 WEST, SECTION 17
 AJ3947'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3947'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3947'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3947'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3947'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3947'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3947'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3947'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3947'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3947'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3947'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3947'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3947', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3947'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3947'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3947'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3947'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3947'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3947'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO A
 AJ3947'CATTLE GUARD AND AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) , THENCE
 AJ3947'TURN LEFT (SOUTHWEST) ON TO DIRT ROAD ( SOUTHERN PACIFIC RAILROAD RUNS
 AJ3947'ALONG NORTHERLY SIDE OF DIRT ROAD) AND DRIVE 4.2 MI (6.8 KM) TO THE
 AJ3947'STATION ON YOUR LEFT
 AJ3947'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3947'COMPRESSED ON A 3.5 FT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3947'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3947'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DN2 11-1999, SURROUNDED WITH
 AJ3947'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3947'CARSONITE MARKER
 AJ3947'STATION TIES
 AJ3947'10 FT (3.0 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3947'4 FT (1.2 M) WEST OF CARSONITE WITNESS POST
 AJ3947'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3947'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3960 ***********************************************************************
 AJ3960  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3960  DESIGNATION -  3DP3
 AJ3960  PID         -  AJ3960
 AJ3960  STATE/COUNTY-  AZ/MARICOPA
 AJ3960  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3960
 AJ3960                         *CURRENT SURVEY CONTROL
 AJ3960  ___________________________________________________________________
 AJ3960* NAD 83(1992)-  33 16 00.93055(N)    113 04 24.74477(W)     ADJUSTED  
 AJ3960* NAVD 88     -       365.85   (meters)    1200.3    (feet)  GPS OBS   
 AJ3960  ___________________________________________________________________
 AJ3960  X           -  -2,092,252.557 (meters)                     COMP
 AJ3960  Y           -  -4,911,501.378 (meters)                     COMP
 AJ3960  Z           -   3,478,932.441 (meters)                     COMP
 AJ3960  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AJ3960  ELLIP HEIGHT-         334.69  (meters)          (04/12/01) GPS OBS
 AJ3960  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AJ3960
 AJ3960  HORZ ORDER  -  B
 AJ3960  ELLP ORDER  -  THIRD     CLASS II
 AJ3960
 AJ3960.The horizontal coordinates were established by GPS observations
 AJ3960.and adjusted by the National Geodetic Survey in April 2001..
 AJ3960
 AJ3960.The orthometric height was determined by GPS observations and a
 AJ3960.high-resolution geoid model using precise GPS observation and
 AJ3960.processing techniques.
 AJ3960
 AJ3960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3960
 AJ3960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3960
 AJ3960.The ellipsoidal height was determined by GPS observations
 AJ3960.and is referenced to NAD 83.
 AJ3960
 AJ3960.The geoid height was determined by GEOID03.
 AJ3960
 AJ3960;                    North         East     Units Scale Factor Converg.
 AJ3960;SPC AZ C     -   251,949.320   105,581.005   MT  1.00004318   -0 38 04.8
 AJ3960;SPC AZ C     -   826,605.38    346,394.37   iFT  1.00004318   -0 38 04.8
 AJ3960;UTM  12      - 3,682,796.445   306,866.955   MT  1.00005990   -1 08 16.0
 AJ3960
 AJ3960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3960!SPC AZ C     -   0.99994746  x   1.00004318  =   0.99999064
 AJ3960!UTM  12      -   0.99994746  x   1.00005990  =   1.00000735
 AJ3960
 AJ3960                          SUPERSEDED SURVEY CONTROL
 AJ3960
 AJ3960.No superseded survey control is available for this station.
 AJ3960
 AJ3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0686782796(NAD 83)
 AJ3960_MARKER: DD = SURVEY DISK
 AJ3960_SETTING: 80 = SET IN A BOULDER
 AJ3960_STAMPING: 3DP3 11-1999
 AJ3960_MARK LOGO: MCDOT 
 AJ3960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3960+STABILITY: SURFACE MOTION
 AJ3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3960+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3960
 AJ3960  HISTORY     - Date     Condition        Report By
 AJ3960  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3960
 AJ3960                          STATION DESCRIPTION
 AJ3960
 AJ3960'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3960'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) WEST-SOUTHWEST OF THE
 AJ3960'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 08 WEST
 AJ3960'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3960'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3960'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3960'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3960'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3960'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3960'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3960'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3960'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3960'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3960'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3960'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3960', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3960'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3960'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3960'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3960'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3960'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3960'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3960'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3960'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3960'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3960'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3960'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3960'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3960'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3960'YOUR LEFT (SOUTH) (LAT 33-16-34 N, LONG 113-04-20 W), THENCE TURN LEFT
 AJ3960'(SOUTH) ON TO DIRT ROAD AND DRIVE FOR 0.7 MI (1.1 KM) TO THE STATION
 AJ3960'ON YOUR LEFT, PARK AT THIS LOCATION AND HIKE EAST 190 FT (57.9 M) TO
 AJ3960'THE STATION AS DESCRIBED
 AJ3960'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3960'COUNTY D.O.T.  BRASS DISK, STAMPED 3DP3 11-1999, SET IN A BOULDER,
 AJ3960'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3960'STATION TIES
 AJ3960'190 FT (57.9 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3960'4.7 FT (1.4 M) SOUTH OF CARSONITE WITNESS POST
 AJ3960'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3960'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3949 ***********************************************************************
 AJ3949  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3949  DESIGNATION -  3DR1
 AJ3949  PID         -  AJ3949
 AJ3949  STATE/COUNTY-  AZ/MARICOPA
 AJ3949  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3949
 AJ3949                         *CURRENT SURVEY CONTROL
 AJ3949  ___________________________________________________________________
 AJ3949* NAD 83(1992)-  33 14 43.04812(N)    113 10 40.29106(W)     ADJUSTED  
 AJ3949* NAVD 88     -       409.52   (meters)    1343.6    (feet)  GPS OBS   
 AJ3949  ___________________________________________________________________
 AJ3949  X           -  -2,101,723.712 (meters)                     COMP
 AJ3949  Y           -  -4,908,927.051 (meters)                     COMP
 AJ3949  Z           -   3,476,949.787 (meters)                     COMP
 AJ3949  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AJ3949  ELLIP HEIGHT-         378.29  (meters)          (04/12/01) GPS OBS
 AJ3949  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3949
 AJ3949  HORZ ORDER  -  B
 AJ3949  ELLP ORDER  -  THIRD     CLASS II
 AJ3949
 AJ3949.The horizontal coordinates were established by GPS observations
 AJ3949.and adjusted by the National Geodetic Survey in April 2001..
 AJ3949
 AJ3949.The orthometric height was determined by GPS observations and a
 AJ3949.high-resolution geoid model using precise GPS observation and
 AJ3949.processing techniques.
 AJ3949
 AJ3949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3949
 AJ3949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3949
 AJ3949.The ellipsoidal height was determined by GPS observations
 AJ3949.and is referenced to NAD 83.
 AJ3949
 AJ3949.The geoid height was determined by GEOID03.
 AJ3949
 AJ3949;                    North         East     Units Scale Factor Converg.
 AJ3949;SPC AZ C     -   249,662.438    95,832.710   MT  1.00007025   -0 41 29.4
 AJ3949;SPC AZ C     -   819,102.49    314,411.78   iFT  1.00007025   -0 41 29.4
 AJ3949;UTM  12      - 3,680,595.171   297,098.695   MT  1.00010761   -1 11 39.7
 AJ3949
 AJ3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3949!SPC AZ C     -   0.99994061  x   1.00007025  =   1.00001086
 AJ3949!UTM  12      -   0.99994061  x   1.00010761  =   1.00004822
 AJ3949
 AJ3949                          SUPERSEDED SURVEY CONTROL
 AJ3949
 AJ3949.No superseded survey control is available for this station.
 AJ3949
 AJ3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9709980595(NAD 83)
 AJ3949_MARKER: I = METAL ROD
 AJ3949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3949+WITH SETTING: INFORMATION.
 AJ3949_STAMPING: 3DR1 1999
 AJ3949_MARK LOGO: MCDOT 
 AJ3949_PROJECTION: FLUSH
 AJ3949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3949+STABILITY: POSITION/ELEVATION WELL
 AJ3949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3949+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3949_ROD/PIPE-DEPTH:  1.0 meters
 AJ3949_SLEEVE-DEPTH  :  0.8 meters
 AJ3949
 AJ3949  HISTORY     - Date     Condition        Report By
 AJ3949  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3949
 AJ3949                          STATION DESCRIPTION
 AJ3949
 AJ3949'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3949'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) WEST-SOUTHWEST OF THE
 AJ3949'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 09 WEST
 AJ3949'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3949'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3949'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3949'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3949'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3949'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3949'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3949'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3949'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3949'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3949'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3949'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3949', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3949'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3949'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3949'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3949'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3949'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3949'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3949'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3949'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3949'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3949'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3949'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3949'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3949'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3949'YOUR LEFT (SOUTH) , THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR
 AJ3949'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3949'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM) TO
 AJ3949'AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) AND THE STATION ON YOUR
 AJ3949'LEFT (THE STATION IS 25.4 MI (40.9 KM) ALONG AGUA CALIENTE ROAD FROM
 AJ3949'ITS INTERSECTION WITH OLD US HIGHWAY 80)
 AJ3949'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3949'COMPRESSED ON A 3.4 FT (1.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3949'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3949'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DR1 1999, SURROUNDED WITH A
 AJ3949'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3949'MARKER
 AJ3949'STATION TIES
 AJ3949'35 FT (10.7 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3949'30 FT (9.1 M) SOUTH OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3949'5.5 FT (1.7 M) SOUTH OF CARSONITE WITNESS POST
 AJ3949'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3949'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3936 ***********************************************************************
 AJ3936  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3936  DESIGNATION -  3DT2
 AJ3936  PID         -  AJ3936
 AJ3936  STATE/COUNTY-  AZ/MARICOPA
 AJ3936  USGS QUAD   -  HYDER NE (1964)
 AJ3936
 AJ3936                         *CURRENT SURVEY CONTROL
 AJ3936  ___________________________________________________________________
 AJ3936* NAD 83(1992)-  33 14 49.45330(N)    113 16 39.14122(W)     ADJUSTED  
 AJ3936* NAVD 88     -       400.19   (meters)    1313.0    (feet)  GPS OBS   
 AJ3936  ___________________________________________________________________
 AJ3936  X           -  -2,110,214.977 (meters)                     COMP
 AJ3936  Y           -  -4,905,156.497 (meters)                     COMP
 AJ3936  Z           -   3,477,109.648 (meters)                     COMP
 AJ3936  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3936  ELLIP HEIGHT-         368.84  (meters)          (04/12/01) GPS OBS
 AJ3936  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3936
 AJ3936  HORZ ORDER  -  B
 AJ3936  ELLP ORDER  -  THIRD     CLASS II
 AJ3936
 AJ3936.The horizontal coordinates were established by GPS observations
 AJ3936.and adjusted by the National Geodetic Survey in April 2001..
 AJ3936
 AJ3936.The orthometric height was determined by GPS observations and a
 AJ3936.high-resolution geoid model using precise GPS observation and
 AJ3936.processing techniques.
 AJ3936
 AJ3936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3936
 AJ3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3936
 AJ3936.The ellipsoidal height was determined by GPS observations
 AJ3936.and is referenced to NAD 83.
 AJ3936
 AJ3936.The geoid height was determined by GEOID03.
 AJ3936
 AJ3936;                    North         East     Units Scale Factor Converg.
 AJ3936;SPC AZ C     -   249,976.325    86,545.620   MT  1.00009822   -0 44 46.3
 AJ3936;SPC AZ C     -   820,132.30    283,942.32   iFT  1.00009822   -0 44 46.3
 AJ3936;UTM  12      - 3,680,990.578   287,814.281   MT  1.00015513   -1 14 56.9
 AJ3936
 AJ3936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3936!SPC AZ C     -   0.99994210  x   1.00009822  =   1.00004031
 AJ3936!UTM  12      -   0.99994210  x   1.00015513  =   1.00009722
 AJ3936
 AJ3936                          SUPERSEDED SURVEY CONTROL
 AJ3936
 AJ3936.No superseded survey control is available for this station.
 AJ3936
 AJ3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8781480991(NAD 83)
 AJ3936_MARKER: I = METAL ROD
 AJ3936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3936_STAMPING: 3DT2 1999
 AJ3936_MARK LOGO: MCDOT 
 AJ3936_PROJECTION: FLUSH
 AJ3936_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3936+STABILITY: POSITION/ELEVATION WELL
 AJ3936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3936+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3936_ROD/PIPE-DEPTH:  3.3 meters
 AJ3936_SLEEVE-DEPTH  :  0.8 meters
 AJ3936
 AJ3936  HISTORY     - Date     Condition        Report By
 AJ3936  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3936
 AJ3936                          STATION DESCRIPTION
 AJ3936
 AJ3936'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3936'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) NORTH-NORTHWEST OF THE
 AJ3936'TOWN OF SENTINEL, TOWNSHIP 02 SOUTH, RANGE 10 WEST
 AJ3936'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3936'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3936'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3936'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3936'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3936'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3936'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3936'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3936'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3936'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3936'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3936'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3936'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3936'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3936'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3936'ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON 579TH AVENUE FOR
 AJ3936'4.1 MILES (6.6 KM) TO HARQUAHALA-HYDER GAS LINE ROAD (A GRADED DIRT
 AJ3936'ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT (EAST) ON TO
 AJ3936'HARQUAHALA-HYDER GAS LINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3936'THE ROAD TO THE NORTH, THENCE CONTINUE NORTH ON HARQUAHALA-HYDER GAS
 AJ3936'LINE ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT
 AJ3936'(EAST) , THENCE TURN RIGHT (NORTHEASTERLY) ON TO DIRT ROAD AND DRIVE
 AJ3936'FOR 0.6 MI (1.0 KM) TO A WASH BEARING NORTH AND SOUTH, THENCE CONTINUE
 AJ3936'NORTHEASTERLY ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A WASH BEARING NORTH
 AJ3936'AND SOUTH, THENCE CONTINUE NORTHEASTERLY ON DIRT ROAD FOR 1.6 MI (2.6
 AJ3936'KM) TO A Y IN THE ROAD (A G.L.O.  BRASS CAP MARKING THE NORTHEAST
 AJ3936'CORNER OF SECTION 4, TOWNSHIP 3 SOUTH, RANGE 10 WEST IN LOCATED 102
 AJ3936'FEET (31.1 M) SOUTH OF THE Y) , THENCE VEER LEFT AND CONTINUE
 AJ3936'NORTHERLY ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO A WASH BEARING NORTHEAST
 AJ3936'AND SOUTHWEST (BEFORE WASH, DIRT ROAD FOLLOWS NORTHEASTERLY BASE OF
 AJ3936'SMALL BUTTE) , THENCE CONTINUE NORTHERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3936'2.6 MI (4.2 KM) TO THE STATION ON YOUR LEFT
 AJ3936'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3936'COMPRESSED ON A 10.9 FT (3.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3936'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3936'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DT2 1999, SURROUNDED WITH A
 AJ3936'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3936'MARKER
 AJ3936'STATION TIES
 AJ3936'20 FT (6.1 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3936'8.0 FT (2.4 M) WEST OF CARSONITE WITNESS POST
 AJ3936'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3936'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3766 ***********************************************************************
 AJ3766  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3766  DESIGNATION -  3EA3
 AJ3766  PID         -  AJ3766
 AJ3766  STATE/COUNTY-  AZ/MARICOPA
 AJ3766  USGS QUAD   -  MOBILE NE (1973)
 AJ3766
 AJ3766                         *CURRENT SURVEY CONTROL
 AJ3766  ___________________________________________________________________
 AJ3766* NAD 83(1992)-  33 12 13.73982(N)    112 18 51.96346(W)     ADJUSTED  
 AJ3766* NAVD 88     -       385.60   (meters)    1265.1    (feet)  GPS OBS   
 AJ3766  ___________________________________________________________________
 AJ3766  X           -  -2,028,461.995 (meters)                     COMP
 AJ3766  Y           -  -4,942,354.492 (meters)                     COMP
 AJ3766  Z           -   3,473,088.976 (meters)                     COMP
 AJ3766  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 AJ3766  ELLIP HEIGHT-         355.19  (meters)          (04/12/01) GPS OBS
 AJ3766  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AJ3766
 AJ3766  HORZ ORDER  -  B
 AJ3766  ELLP ORDER  -  THIRD     CLASS II
 AJ3766
 AJ3766.The horizontal coordinates were established by GPS observations
 AJ3766.and adjusted by the National Geodetic Survey in April 2001..
 AJ3766
 AJ3766.The orthometric height was determined by GPS observations and a
 AJ3766.high-resolution geoid model using precise GPS observation and
 AJ3766.processing techniques.
 AJ3766
 AJ3766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3766
 AJ3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3766
 AJ3766.The ellipsoidal height was determined by GPS observations
 AJ3766.and is referenced to NAD 83.
 AJ3766
 AJ3766.The geoid height was determined by GEOID03.
 AJ3766
 AJ3766;                    North         East     Units Scale Factor Converg.
 AJ3766;SPC AZ C     -   244,424.315   176,276.628   MT  0.99991695   -0 13 04.2
 AJ3766;SPC AZ C     -   801,917.04    578,335.39   iFT  0.99991695   -0 13 04.2
 AJ3766;UTM  12      - 3,674,652.075   377,489.785   MT  0.99978505   -0 43 11.6
 AJ3766
 AJ3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3766!SPC AZ C     -   0.99994424  x   0.99991695  =   0.99986119
 AJ3766!UTM  12      -   0.99994424  x   0.99978505  =   0.99972930
 AJ3766
 AJ3766                          SUPERSEDED SURVEY CONTROL
 AJ3766
 AJ3766.No superseded survey control is available for this station.
 AJ3766
 AJ3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7749074652(NAD 83)
 AJ3766_MARKER: I = METAL ROD
 AJ3766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3766_STAMPING: 3EA3 10-1999
 AJ3766_MARK LOGO: MCDOT 
 AJ3766_PROJECTION: FLUSH
 AJ3766_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3766+STABILITY: POSITION/ELEVATION WELL
 AJ3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3766+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3766_ROD/PIPE-DEPTH: 11.0 meters
 AJ3766_SLEEVE-DEPTH  :  0.8 meters
 AJ3766
 AJ3766  HISTORY     - Date     Condition        Report By
 AJ3766  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3766
 AJ3766                          STATION DESCRIPTION
 AJ3766
 AJ3766'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3766'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) SOUTHWEST OF THE CITY OF
 AJ3766'PHOENIX, ABOUT 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3766'TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 36
 AJ3766'OWNERSHIP-STATE LAND
 AJ3766'TO REACH THE STATION FORM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3766'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL FOR 10.2 MI
 AJ3766'(16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE
 AJ3766'FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH)
 AJ3766'ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM) TO CHANDLER
 AJ3766'HEIGHTS ROAD, THENCE TURN LEFT (EAST) ONTO CHANDLER HEIGHTS ROAD AND
 AJ3766'DRIVE (FIRST EAST AND THEN BEND TO THE SOUTH) FOR 4.9 MI (7.9 KM) TO
 AJ3766'THE INTERSECTION WITH A DIRT ROAD LEFT, THENCE TURN LEFT (EAST) ONTO
 AJ3766'THE DIRT ROAD (331304N-1122230W) AND DRIVE FOR 0.9 MI (1.4 KM) TO
 AJ3766'NORTH-SOUTH OVERHEAD POWER LINES, THENCE CONTINUE ON THE DIRT ROAD,
 AJ3766'PASSING UNDER THE POWER LINES, FOR 1.0 MI (1.6 KM) TO A FORK IN THE
 AJ3766'ROAD, MARKED BY A DEAD TREE JUST BEFORE THE FORK, THENCE TAKE THE
 AJ3766'RIGHT FORK AND DRIVE SOUTHEASTERLY FOR 1.3 MI (2.1 KM) TO ANOTHER FORK
 AJ3766'IN THE ROAD, WITH THE DIRT TRAIL CONTINUING SOUTHEASTERLY AND THE LEFT
 AJ3766'FORK (3311212N-1121929W) EVENTUALLY BECOMING A WASH, THENCE TAKE THE
 AJ3766'LEFT FORK (EAST) AND DRIVE EASTERLY FOR 0.65 MI (1.05 KM) IN THE WASH
 AJ3766'TO THE STATION ON THE LEFT (NORTH) SIDE OF THE WASH
 AJ3766'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3766'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 36 FOOT (11.0 M) STAINLESS
 AJ3766'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3766'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3766'STAMPED 3EA3 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3766'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3766'STATION TIES
 AJ3766'THE STATION IS APPROXIMATELY 125 FT (38.1 M) NORTH NORTHWEST OF THE
 AJ3766'CENTERLINE OF THE WASH
 AJ3766'3.1 FT (0.9 M) SOUTH SOUTHWEST OF THE CARSONITE MARKER
 AJ3766'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3766'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3750 ***********************************************************************
 AJ3750  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3750  DESIGNATION -  3EC2
 AJ3750  PID         -  AJ3750
 AJ3750  STATE/COUNTY-  AZ/MARICOPA
 AJ3750  USGS QUAD   -  MOBILE NW (1978)
 AJ3750
 AJ3750                         *CURRENT SURVEY CONTROL
 AJ3750  ___________________________________________________________________
 AJ3750* NAD 83(1992)-  33 12 11.39204(N)    112 24 33.66260(W)     ADJUSTED  
 AJ3750* NAVD 88     -       337.13   (meters)    1106.1    (feet)  GPS OBS   
 AJ3750  ___________________________________________________________________
 AJ3750  X           -  -2,036,646.302 (meters)                     COMP
 AJ3750  Y           -  -4,938,986.309 (meters)                     COMP
 AJ3750  Z           -   3,473,001.789 (meters)                     COMP
 AJ3750  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AJ3750  ELLIP HEIGHT-         306.50  (meters)          (04/12/01) GPS OBS
 AJ3750  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3750
 AJ3750  HORZ ORDER  -  B
 AJ3750  ELLP ORDER  -  THIRD     CLASS II
 AJ3750
 AJ3750.The horizontal coordinates were established by GPS observations
 AJ3750.and adjusted by the National Geodetic Survey in April 2001..
 AJ3750
 AJ3750.The orthometric height was determined by GPS observations and a
 AJ3750.high-resolution geoid model using precise GPS observation and
 AJ3750.processing techniques.
 AJ3750
 AJ3750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3750
 AJ3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3750
 AJ3750.The ellipsoidal height was determined by GPS observations
 AJ3750.and is referenced to NAD 83.
 AJ3750
 AJ3750.The geoid height was determined by GEOID03.
 AJ3750
 AJ3750;                    North         East     Units Scale Factor Converg.
 AJ3750;SPC AZ C     -   244,389.648   167,427.270   MT  0.99992600   -0 16 11.3
 AJ3750;SPC AZ C     -   801,803.31    549,302.07   iFT  0.99992600   -0 16 11.3
 AJ3750;UTM  12      - 3,674,694.949   368,641.548   MT  0.99981274   -0 46 18.8
 AJ3750
 AJ3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3750!SPC AZ C     -   0.99995188  x   0.99992600  =   0.99987789
 AJ3750!UTM  12      -   0.99995188  x   0.99981274  =   0.99976463
 AJ3750
 AJ3750                          SUPERSEDED SURVEY CONTROL
 AJ3750
 AJ3750.No superseded survey control is available for this station.
 AJ3750
 AJ3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6864274695(NAD 83)
 AJ3750_MARKER: I = METAL ROD
 AJ3750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3750_STAMPING: 3EC2 2000
 AJ3750_MARK LOGO: MCDOT 
 AJ3750_PROJECTION: FLUSH
 AJ3750_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3750+STABILITY: POSITION/ELEVATION WELL
 AJ3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3750+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3750_ROD/PIPE-DEPTH: 14.0 meters
 AJ3750_SLEEVE-DEPTH  :  0.8 meters
 AJ3750
 AJ3750  HISTORY     - Date     Condition        Report By
 AJ3750  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3750
 AJ3750                          STATION DESCRIPTION
 AJ3750
 AJ3750'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3750'THE STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) WEST OF THE CITY
 AJ3750'OF PHOENIX, 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3750'3 SOUTH, RANGE 1 WEST, SECTION 6
 AJ3750'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3750'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3750'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3750'AND SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI
 AJ3750'(16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE
 AJ3750'FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH)
 AJ3750'ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM) TO CHANDLER
 AJ3750'HEIGHTS ROAD, THENCE TURN LEFT (EAST) AND DRIVE FOR 2.0 MI (3.2 KM) TO
 AJ3750'A DIRT FARM ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE FARM ROAD
 AJ3750'AND DRIVE FOR 2.0 MI (3.2 KM) TO A GATE IN AN EAST-WEST FENCE LINE AND
 AJ3750'THE STATION THROUGH THE GATE (SOUTH) , EXIT THE VEHICLE AND PASS
 AJ3750'THROUGH THE GATE TO THE STATION APPROXIMATELY 95 FT (29.0 M) SOUTHEAST
 AJ3750'OF THE GATE
 AJ3750'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3750'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 46 FOOT (14.0 M) STAINLESS
 AJ3750'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3750'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3750'STAMPED 3EC2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3750'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3750'STATION TIES-
 AJ3750'100 FT (30.5 M) SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD
 AJ3750'90 FT (27.4 M) SOUTH OF THE FENCE LINE
 AJ3750'55 FT (16.8 M) SOUTH AND 35 FT (10.7 M) EAST OF A GENERAL LAND OFFICE
 AJ3750'BRASS CAP
 AJ3750'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3750'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3749 ***********************************************************************
 AJ3749  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3749  DESIGNATION -  3EE2
 AJ3749  PID         -  AJ3749
 AJ3749  STATE/COUNTY-  AZ/MARICOPA
 AJ3749  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3749
 AJ3749                         *CURRENT SURVEY CONTROL
 AJ3749  ___________________________________________________________________
 AJ3749* NAD 83(1992)-  33 12 13.62169(N)    112 30 51.14072(W)     ADJUSTED  
 AJ3749* NAVD 88     -       372.41   (meters)    1221.8    (feet)  GPS OBS   
 AJ3749  ___________________________________________________________________
 AJ3749  X           -  -2,045,678.413 (meters)                     COMP
 AJ3749  Y           -  -4,935,243.263 (meters)                     COMP
 AJ3749  Z           -   3,473,078.516 (meters)                     COMP
 AJ3749  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AJ3749  ELLIP HEIGHT-         341.65  (meters)          (04/12/01) GPS OBS
 AJ3749  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AJ3749
 AJ3749  HORZ ORDER  -  B
 AJ3749  ELLP ORDER  -  THIRD     CLASS II
 AJ3749
 AJ3749.The horizontal coordinates were established by GPS observations
 AJ3749.and adjusted by the National Geodetic Survey in April 2001..
 AJ3749
 AJ3749.The orthometric height was determined by GPS observations and a
 AJ3749.high-resolution geoid model using precise GPS observation and
 AJ3749.processing techniques.
 AJ3749
 AJ3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3749
 AJ3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3749
 AJ3749.The ellipsoidal height was determined by GPS observations
 AJ3749.and is referenced to NAD 83.
 AJ3749
 AJ3749.The geoid height was determined by GEOID03.
 AJ3749
 AJ3749;                    North         East     Units Scale Factor Converg.
 AJ3749;SPC AZ C     -   244,509.265   157,651.941   MT  0.99993825   -0 19 38.0
 AJ3749;SPC AZ C     -   802,195.75    517,230.78   iFT  0.99993825   -0 19 38.0
 AJ3749;UTM  12      - 3,674,900.204   358,868.648   MT  0.99984558   -0 49 45.6
 AJ3749
 AJ3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3749!SPC AZ C     -   0.99994636  x   0.99993825  =   0.99988462
 AJ3749!UTM  12      -   0.99994636  x   0.99984558  =   0.99979195
 AJ3749
 AJ3749                          SUPERSEDED SURVEY CONTROL
 AJ3749
 AJ3749.No superseded survey control is available for this station.
 AJ3749
 AJ3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5886974900(NAD 83)
 AJ3749_MARKER: I = METAL ROD
 AJ3749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3749+WITH SETTING: INFORMATION.
 AJ3749_STAMPING: 3EE2 2000
 AJ3749_MARK LOGO: MCDOT 
 AJ3749_PROJECTION: FLUSH
 AJ3749_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3749+STABILITY: POSITION/ELEVATION WELL
 AJ3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3749+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3749_ROD/PIPE-DEPTH:  2.4 meters
 AJ3749_SLEEVE-DEPTH  :  0.8 meters
 AJ3749
 AJ3749  HISTORY     - Date     Condition        Report By
 AJ3749  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3749
 AJ3749                          STATION DESCRIPTION
 AJ3749
 AJ3749'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3749'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) WEST OF THE CITY OF
 AJ3749'PHOENIX, APPROXIMATELY 12 MI (19.3 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 AJ3749'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SECTION 1
 AJ3749'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3749'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3749'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3749'AND SOUTH AGAIN AT THE GILA RIVER AND BECOMES TUTHILL ROAD) FOR 10.2
 AJ3749'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3749'DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3749'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3749'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD (DIRT) AND DRIVE
 AJ3749'FOR 1.0 MI (1.6 KM) TO A DIRT ROAD (187TH AVE PERRYVILLE ROAD
 AJ3749'ALIGNMENT), THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD (187TH AVE
 AJ3749'PERRYVILLE ROAD ALIGNMENT) AND DRIVE FOR 2.1 MI (3.4 KM) TO A FORK IN
 AJ3749'THE ROAD, THENCE TAKE THE RIGHT FORK (NORTHWEST) TO ANOTHER SECTION OF
 AJ3749'THE PIPELINE ROAD, THENCE DRIVE NORTHWEST ON THE EL PASO NATURAL GAS
 AJ3749'COMPANY ROAD FOR 3.3 MI (5.3 KM) TO THE FIRST OF TWO TRAILS,
 AJ3749'APPROXIMATELY 200 FT (61.0 M) APART, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3749'FIRST TRAIL AND DRIVE SOUTH FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AJ3749'RIGHT (WEST) BETWEEN THE TWO TRAILS
 AJ3749'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3749'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3749'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3749'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3749'STAMPED 3EE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3749'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3749'STATION TIES
 AJ3749'THE STATION IS LOCATED 300 FT (91.4 M) WEST OF A GENERAL LAND OFFICE
 AJ3749'CAP
 AJ3749'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3749'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3769 ***********************************************************************
 AJ3769  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3769  DESIGNATION -  3EG2
 AJ3769  PID         -  AJ3769
 AJ3769  STATE/COUNTY-  AZ/MARICOPA
 AJ3769  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3769
 AJ3769                         *CURRENT SURVEY CONTROL
 AJ3769  ___________________________________________________________________
 AJ3769* NAD 83(1992)-  33 13 33.46778(N)    112 37 39.08305(W)     ADJUSTED  
 AJ3769* NAVD 88     -       287.26   (meters)     942.5    (feet)  GPS OBS   
 AJ3769  ___________________________________________________________________
 AJ3769  X           -  -2,054,889.219 (meters)                     COMP
 AJ3769  Y           -  -4,929,878.051 (meters)                     COMP
 AJ3769  Z           -   3,475,089.872 (meters)                     COMP
 AJ3769  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AJ3769  ELLIP HEIGHT-         256.33  (meters)          (04/12/01) GPS OBS
 AJ3769  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AJ3769
 AJ3769  HORZ ORDER  -  B
 AJ3769  ELLP ORDER  -  THIRD     CLASS II
 AJ3769
 AJ3769.The horizontal coordinates were established by GPS observations
 AJ3769.and adjusted by the National Geodetic Survey in April 2001..
 AJ3769
 AJ3769.The orthometric height was determined by GPS observations and a
 AJ3769.high-resolution geoid model using precise GPS observation and
 AJ3769.processing techniques.
 AJ3769
 AJ3769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3769
 AJ3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3769
 AJ3769.The ellipsoidal height was determined by GPS observations
 AJ3769.and is referenced to NAD 83.
 AJ3769
 AJ3769.The geoid height was determined by GEOID03.
 AJ3769
 AJ3769;                    North         East     Units Scale Factor Converg.
 AJ3769;SPC AZ C     -   247,035.043   147,103.980   MT  0.99995411   -0 23 22.3
 AJ3769;SPC AZ C     -   810,482.42    482,624.61   iFT  0.99995411   -0 23 22.3
 AJ3769;UTM  12      - 3,677,518.136   348,344.094   MT  0.99988357   -0 53 31.1
 AJ3769
 AJ3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3769!SPC AZ C     -   0.99995976  x   0.99995411  =   0.99991387
 AJ3769!UTM  12      -   0.99995976  x   0.99988357  =   0.99984333
 AJ3769
 AJ3769                          SUPERSEDED SURVEY CONTROL
 AJ3769
 AJ3769.No superseded survey control is available for this station.
 AJ3769
 AJ3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4834477518(NAD 83)
 AJ3769_MARKER: I = METAL ROD
 AJ3769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3769_STAMPING: 3EG2 1999
 AJ3769_MARK LOGO: MCDOT 
 AJ3769_PROJECTION: FLUSH
 AJ3769_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3769+STABILITY: POSITION/ELEVATION WELL
 AJ3769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3769+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3769_ROD/PIPE-DEPTH:  6.8 meters
 AJ3769_SLEEVE-DEPTH  :  0.8 meters
 AJ3769
 AJ3769  HISTORY     - Date     Condition        Report By
 AJ3769  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3769
 AJ3769                          STATION DESCRIPTION
 AJ3769
 AJ3769'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3769'THE STATION IS LOCATED APPROXIMATELY 35 MI (56.3 KM) SOUTHWEST OF THE
 AJ3769'CITY OF PHOENIX, 10 MI (16.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3769'BUCKEYE, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 25
 AJ3769'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3769'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3769'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 13.5 MI (21.7
 AJ3769'KM) TO MILE POST 141, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR
 AJ3769'APPROXIMATELY 0.3 MI (0.5 KM) TO OVERHEAD POWER LINES, THENCE PASS
 AJ3769'UNDER THE POWER LINES AND DRIVE 420 FT (128.0 M) TO A DIRT ROAD,
 AJ3769'THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD, PASSING THROUGH THE
 AJ3769'RIGHT-OF-WAY FENCE, FOR 0.2 MI (0.3 KM) TO ANOTHER SET OF OVERHEAD
 AJ3769'POWER LINES, THENCE PASS UNDER THE POWER LINES AND CONTINUE EAST FOR
 AJ3769'0.3 MI (0.5 KM) TO A BARBED WIRE FENCE AND GATE, THENCE PASS THROUGH
 AJ3769'THE GATE AND CONTINUE EAST FOR 0.3 MI (0.5 KM) TO ANOTHER DIRT ROAD,
 AJ3769'THENCE TURN RIGHT (SOUTH) ONTO THE DIRT AND DRIVE SOUTH, PASSING UNDER
 AJ3769'ANOTHER SET OF POWER LINES, FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AJ3769'LEFT (EAST) SIDE OF THE ROAD
 AJ3769'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3769'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22.2 FOOT (6.8 M) STAINLESS
 AJ3769'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3769'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3769'COVER, STAMPED 3EG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3769'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3769'STATION TIES
 AJ3769'THE STATION IS 300 FT (91.4 M) NORTH OF A WASH
 AJ3769'295 FT (89.9 M) NORTHEAST OF AN 18 IN PALO VERDE TREE
 AJ3769'20 FT (6.1 M) EAST OF THE DIRT ROAD
 AJ3769'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3769'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3770 ***********************************************************************
 AJ3770  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3770  DESIGNATION -  3EI1
 AJ3770  PID         -  AJ3770
 AJ3770  STATE/COUNTY-  AZ/MARICOPA
 AJ3770  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3770
 AJ3770                         *CURRENT SURVEY CONTROL
 AJ3770  ___________________________________________________________________
 AJ3770* NAD 83(1992)-  33 12 06.63266(N)    112 42 55.41025(W)     ADJUSTED  
 AJ3770* NAVD 88     -       229.00   (meters)     751.3    (feet)  GPS OBS   
 AJ3770  ___________________________________________________________________
 AJ3770  X           -  -2,062,994.260 (meters)                     COMP
 AJ3770  Y           -  -4,928,027.568 (meters)                     COMP
 AJ3770  Z           -   3,472,819.632 (meters)                     COMP
 AJ3770  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AJ3770  ELLIP HEIGHT-         197.91  (meters)          (04/12/01) GPS OBS
 AJ3770  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3770
 AJ3770  HORZ ORDER  -  B
 AJ3770  ELLP ORDER  -  THIRD     CLASS II
 AJ3770
 AJ3770.The horizontal coordinates were established by GPS observations
 AJ3770.and adjusted by the National Geodetic Survey in April 2001..
 AJ3770
 AJ3770.The orthometric height was determined by GPS observations and a
 AJ3770.high-resolution geoid model using precise GPS observation and
 AJ3770.processing techniques.
 AJ3770
 AJ3770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3770
 AJ3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3770
 AJ3770.The ellipsoidal height was determined by GPS observations
 AJ3770.and is referenced to NAD 83.
 AJ3770
 AJ3770.The geoid height was determined by GEOID03.
 AJ3770
 AJ3770;                    North         East     Units Scale Factor Converg.
 AJ3770;SPC AZ C     -   244,419.125   138,893.471   MT  0.99996835   -0 26 14.6
 AJ3770;SPC AZ C     -   801,900.02    455,687.24   iFT  0.99996835   -0 26 14.6
 AJ3770;UTM  12      - 3,674,974.453   340,111.477   MT  0.99991520   -0 56 22.3
 AJ3770
 AJ3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3770!SPC AZ C     -   0.99996893  x   0.99996835  =   0.99993728
 AJ3770!UTM  12      -   0.99996893  x   0.99991520  =   0.99988413
 AJ3770
 AJ3770                          SUPERSEDED SURVEY CONTROL
 AJ3770
 AJ3770.No superseded survey control is available for this station.
 AJ3770
 AJ3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4011174974(NAD 83)
 AJ3770_MARKER: I = METAL ROD
 AJ3770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3770_STAMPING: 3EI1 1999
 AJ3770_MARK LOGO: MCDOT 
 AJ3770_PROJECTION: FLUSH
 AJ3770_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3770+STABILITY: POSITION/ELEVATION WELL
 AJ3770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3770+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3770_ROD/PIPE-DEPTH: 11.9 meters
 AJ3770_SLEEVE-DEPTH  :  0.8 meters
 AJ3770
 AJ3770  HISTORY     - Date     Condition        Report By
 AJ3770  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3770  HISTORY     - 20060128 GOOD             USPSQD
 AJ3770  HISTORY     - 20060128 GOOD             USPSQD
 AJ3770
 AJ3770                          STATION DESCRIPTION
 AJ3770
 AJ3770'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3770'THE STATION IS LOCATED APPROXIMATELY 41 MI (66.0 KM) SOUTHWEST OF THE
 AJ3770'CITY OF PHOENIX, 14 MI (22.5 KM) SOUTHWEST OF THE TOWN OF BUCKEYE,
 AJ3770'TOWNSHIP 3 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3770'OWNERSHIP-PRIVATE
 AJ3770'TO REACH THE STATION FROM THE INTERSECTION (112) OF INTERSTATE 10 AND
 AJ3770'STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6 KM) TO
 AJ3770'MILE POST 138, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.2 MI (0.3
 AJ3770'KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON ROAD
 AJ3770'AND DRIVE 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, PASSING OVER THE GILA
 AJ3770'BEND CANAL 120 FT (36.6 M) BEFORE THE HIGHWAY, THENCE TURN RIGHT
 AJ3770'(NORTH) ONTO OLD HIGHWAY 80 AND DRIVE 1.4 MI (2.3 KM) TO A DIRT ACCESS
 AJ3770'ROAD LEADING TO THE GILA BEND CANAL, THENCE TURN RIGHT (EAST) ONTO THE
 AJ3770'ACCESS ROAD AND DRIVE 150 FT (45.7 M) TO THE CANAL MAINTENANCE ROAD,
 AJ3770'THENCE TURN RIGHT (SOUTH) AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3770'THE RIGHT (WEST) SIDE OF THE MAINTENANCE ROAD
 AJ3770'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3770'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 39.1 FOOT (11.9 M) STAINLESS
 AJ3770'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3770'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3770'STAMPED 3EI1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3770'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3770'STATION TIES
 AJ3770'THE STATION IS 230 FT (70.1 M) EAST OF OLD HIGHWAY 80
 AJ3770'125 FT (38.1 M) WEST OF THE CANAL MAINTENANCE ROAD
 AJ3770'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3770'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3770
 AJ3770                          STATION RECOVERY (2006)
 AJ3770
 AJ3770'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3770'RECOVERED AS DESCRIBED.
 AJ3770
 AJ3770                          STATION RECOVERY (2006)
 AJ3770
 AJ3770'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3941 ***********************************************************************
 AJ3941  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3941  DESIGNATION -  3EK2
 AJ3941  PID         -  AJ3941
 AJ3941  STATE/COUNTY-  AZ/MARICOPA
 AJ3941  USGS QUAD   -  SPRING MTN (1978)
 AJ3941
 AJ3941                         *CURRENT SURVEY CONTROL
 AJ3941  ___________________________________________________________________
 AJ3941* NAD 83(1992)-  33 12 35.85700(N)    112 49 34.41729(W)     ADJUSTED  
 AJ3941* NAVD 88     -       291.24   (meters)     955.5    (feet)  GPS OBS   
 AJ3941  ___________________________________________________________________
 AJ3941  X           -  -2,072,352.290 (meters)                     COMP
 AJ3941  Y           -  -4,923,621.144 (meters)                     COMP
 AJ3941  Z           -   3,473,607.070 (meters)                     COMP
 AJ3941  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AJ3941  ELLIP HEIGHT-         260.16  (meters)          (04/12/01) GPS OBS
 AJ3941  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3941
 AJ3941  HORZ ORDER  -  B
 AJ3941  ELLP ORDER  -  THIRD     CLASS II
 AJ3941
 AJ3941.The horizontal coordinates were established by GPS observations
 AJ3941.and adjusted by the National Geodetic Survey in April 2001..
 AJ3941
 AJ3941.The orthometric height was determined by GPS observations and a
 AJ3941.high-resolution geoid model using precise GPS observation and
 AJ3941.processing techniques.
 AJ3941
 AJ3941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3941
 AJ3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3941
 AJ3941.The ellipsoidal height was determined by GPS observations
 AJ3941.and is referenced to NAD 83.
 AJ3941
 AJ3941.The geoid height was determined by GEOID03.
 AJ3941
 AJ3941;                    North         East     Units Scale Factor Converg.
 AJ3941;SPC AZ C     -   245,403.781   128,567.603   MT  0.99998862   -0 29 53.5
 AJ3941;SPC AZ C     -   805,130.52    421,809.72   iFT  0.99998862   -0 29 53.5
 AJ3941;UTM  12      - 3,676,049.533   329,795.072   MT  0.99995719   -1 00 01.7
 AJ3941
 AJ3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3941!SPC AZ C     -   0.99995916  x   0.99998862  =   0.99994778
 AJ3941!UTM  12      -   0.99995916  x   0.99995719  =   0.99991635
 AJ3941
 AJ3941                          SUPERSEDED SURVEY CONTROL
 AJ3941
 AJ3941.No superseded survey control is available for this station.
 AJ3941
 AJ3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2979576050(NAD 83)
 AJ3941_MARKER: I = METAL ROD
 AJ3941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3941_STAMPING: 3EK2 1999
 AJ3941_MARK LOGO: MCDOT 
 AJ3941_PROJECTION: FLUSH
 AJ3941_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3941+STABILITY: POSITION/ELEVATION WELL
 AJ3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3941+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3941_ROD/PIPE-DEPTH:  9.1 meters
 AJ3941_SLEEVE-DEPTH  :  0.8 meters
 AJ3941
 AJ3941  HISTORY     - Date     Condition        Report By
 AJ3941  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3941
 AJ3941                          STATION DESCRIPTION
 AJ3941
 AJ3941'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3941'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3941'ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3941'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3941'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3941'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3941'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3941'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3941'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3941'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 0.1 TO A Y
 AJ3941'IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHWEST ON DIRT ROAD FOR
 AJ3941'0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3941'SOUTH ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A Y IN THE ROAD (GILA
 AJ3941'COMPRESSOR STATION IS LOCATED ON YOUR LEFT (EAST) ), THENCE VEER RIGHT
 AJ3941'AND CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO OVERHEAD
 AJ3941'POWER LINES BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHWEST
 AJ3941'ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3941'(EAST) , THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.7 MI (1.1 KM) TO
 AJ3941'A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTH ON DIRT ROAD FOR
 AJ3941'0.2 MI (0.3 KM) TO A WELL AND WINDMILL ON YOUR RIGHT (WEST) AND AN
 AJ3941'UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE TURN LEFT (EAST) ON TO
 AJ3941'DIRT ROAD AND DRIVE NORTHEAST FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT
 AJ3941'ROAD ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3941'(OVERHEAD POWER LINES RUN ALONG NORTH SIDE OF DIRT ROAD) AND DRIVE
 AJ3941'SOUTHEAST 0.1 MI (0.2 KM) TO 2 WELL SITES (ONE ON NORTH SIDE OF DIRT
 AJ3941'ROAD AND ONE ON SOUTH SIDE OF DIRT ROAD) AND A BEND IN DIRT ROAD TO
 AJ3941'THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 1.7 MI (2.7 KM)
 AJ3941'TO A Y IN THE ROAD AND TO THE STATION ON YOUR LEFT
 AJ3941'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3941'COMPRESSED ON A 29.9 FT (9.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3941'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3941'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EK2 1999, SURROUNDED WITH A
 AJ3941'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3941'MARKER
 AJ3941'STATION TIES
 AJ3941'41.0 FT (12.5 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3941'24.4 FT (7.4 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3941'5.0 FT (1.5 M) WEST OF CARSONITE WITNESS POST
 AJ3941'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3941'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3944 ***********************************************************************
 AJ3944  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3944  DESIGNATION -  3EM2
 AJ3944  PID         -  AJ3944
 AJ3944  STATE/COUNTY-  AZ/MARICOPA
 AJ3944  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3944
 AJ3944                         *CURRENT SURVEY CONTROL
 AJ3944  ___________________________________________________________________
 AJ3944* NAD 83(1992)-  33 12 28.92435(N)    112 54 52.79346(W)     ADJUSTED  
 AJ3944* NAVD 88     -       338.11   (meters)    1109.3    (feet)  GPS OBS   
 AJ3944  ___________________________________________________________________
 AJ3944  X           -  -2,080,010.394 (meters)                     COMP
 AJ3944  Y           -  -4,920,560.403 (meters)                     COMP
 AJ3944  Z           -   3,473,454.030 (meters)                     COMP
 AJ3944  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3944  ELLIP HEIGHT-         307.02  (meters)          (04/12/01) GPS OBS
 AJ3944  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3944
 AJ3944  HORZ ORDER  -  B
 AJ3944  ELLP ORDER  -  THIRD     CLASS II
 AJ3944
 AJ3944.The horizontal coordinates were established by GPS observations
 AJ3944.and adjusted by the National Geodetic Survey in April 2001..
 AJ3944
 AJ3944.The orthometric height was determined by GPS observations and a
 AJ3944.high-resolution geoid model using precise GPS observation and
 AJ3944.processing techniques.
 AJ3944
 AJ3944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3944
 AJ3944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3944
 AJ3944.The ellipsoidal height was determined by GPS observations
 AJ3944.and is referenced to NAD 83.
 AJ3944
 AJ3944.The geoid height was determined by GEOID03.
 AJ3944
 AJ3944;                    North         East     Units Scale Factor Converg.
 AJ3944;SPC AZ C     -   245,265.389   120,320.761   MT  1.00000669   -0 32 47.8
 AJ3944;SPC AZ C     -   804,676.47    394,753.15   iFT  1.00000669   -0 32 47.8
 AJ3944;UTM  12      - 3,675,983.441   321,547.521   MT  0.99999264   -1 02 56.0
 AJ3944
 AJ3944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3944!SPC AZ C     -   0.99995180  x   1.00000669  =   0.99995849
 AJ3944!UTM  12      -   0.99995180  x   0.99999264  =   0.99994444
 AJ3944
 AJ3944                          SUPERSEDED SURVEY CONTROL
 AJ3944
 AJ3944.No superseded survey control is available for this station.
 AJ3944
 AJ3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2154875983(NAD 83)
 AJ3944_MARKER: I = METAL ROD
 AJ3944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3944+WITH SETTING: INFORMATION.
 AJ3944_STAMPING: 3EM2 1999
 AJ3944_MARK LOGO: MCDOT 
 AJ3944_PROJECTION: FLUSH
 AJ3944_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3944+STABILITY: POSITION/ELEVATION WELL
 AJ3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3944+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3944_ROD/PIPE-DEPTH:  1.0 meters
 AJ3944_SLEEVE-DEPTH  :  0.8 meters
 AJ3944
 AJ3944  HISTORY     - Date     Condition        Report By
 AJ3944  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3944
 AJ3944                          STATION DESCRIPTION
 AJ3944
 AJ3944'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3944'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF THE TOWN
 AJ3944'OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3944'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3944'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3944'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3944'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3944'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3944'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3944'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3944'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3944'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3944'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3944'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3944'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3944', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3944'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3944'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3944'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3944'THE WEST, THENCE CONTINUE WESTERLY ON UNMARKED DIRT ROAD FOR 0.9 MI
 AJ3944'(1.4 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) AND A BEND IN
 AJ3944'DIRT ROAD TO THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.5
 AJ3944'MI (0.8 KM) TO A CORRAL, WINDMILL AND WATER TANK ON RIGHT (WEST) SIDE
 AJ3944'OF DIRT ROAD, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5
 AJ3944'KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) , THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3944'YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI
 AJ3944'(0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE
 AJ3944'CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A WASH BEARING
 AJ3944'EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3944'0.3 MI (0.5 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO A WASH
 AJ3944'BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHERLY ON DIRT
 AJ3944'ROAD THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR
 AJ3944'LEFT (EAST) AND A JEEP TRAIL ON YOUR RIGHT (WEST) , THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3944'YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI
 AJ3944'(0.5 KM) TO THE STATION ON YOUR RIGHT (AN UNMARKED DIRT ROAD ON YOUR
 AJ3944'LEFT (EAST) IS LOCATED 150 FEET (45.7 M) TO THE SOUTH) , PARK AT THIS
 AJ3944'LOCATION AND HIKE WEST 105 FT (32.0 M) TO THE TOP OF SMALL HILL AND
 AJ3944'STATION AS DESCRIBED
 AJ3944'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3944'COMPRESSED ON A 3.4 FT (1.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3944'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3944'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EM2 1999, SURROUNDED WITH A
 AJ3944'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3944'MARKER
 AJ3944'STATION TIES
 AJ3944'105 FT (32.0 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3944'9.0 FT (2.7 M) NORTH OF CARSONITE WITNESS POST
 AJ3944'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3944'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3969 ***********************************************************************
 AJ3969  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3969  DESIGNATION -  3EO3
 AJ3969  PID         -  AJ3969
 AJ3969  STATE/COUNTY-  AZ/MARICOPA
 AJ3969  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3969
 AJ3969                         *CURRENT SURVEY CONTROL
 AJ3969  ___________________________________________________________________
 AJ3969* NAD 83(1992)-  33 12 08.75095(N)    113 01 53.89326(W)     ADJUSTED  
 AJ3969* NAVD 88     -       295.23   (meters)     968.6    (feet)  GPS OBS   
 AJ3969  ___________________________________________________________________
 AJ3969  X           -  -2,090,170.711 (meters)                     COMP
 AJ3969  Y           -  -4,916,583.838 (meters)                     COMP
 AJ3969  Z           -   3,472,910.441 (meters)                     COMP
 AJ3969  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AJ3969  ELLIP HEIGHT-         264.02  (meters)          (04/12/01) GPS OBS
 AJ3969  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3969
 AJ3969  HORZ ORDER  -  B
 AJ3969  ELLP ORDER  -  THIRD     CLASS II
 AJ3969
 AJ3969.The horizontal coordinates were established by GPS observations
 AJ3969.and adjusted by the National Geodetic Survey in April 2001..
 AJ3969
 AJ3969.The orthometric height was determined by GPS observations and a
 AJ3969.high-resolution geoid model using precise GPS observation and
 AJ3969.processing techniques.
 AJ3969
 AJ3969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3969
 AJ3969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3969
 AJ3969.The ellipsoidal height was determined by GPS observations
 AJ3969.and is referenced to NAD 83.
 AJ3969
 AJ3969.The geoid height was determined by GEOID03.
 AJ3969
 AJ3969;                    North         East     Units Scale Factor Converg.
 AJ3969;SPC AZ C     -   244,754.048   109,408.780   MT  1.00003319   -0 36 38.2
 AJ3969;SPC AZ C     -   802,998.85    358,952.69   iFT  1.00003319   -0 36 38.2
 AJ3969;UTM  12      - 3,675,567.776   310,631.505   MT  1.00004215   -1 06 46.3
 AJ3969
 AJ3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3969!SPC AZ C     -   0.99995855  x   1.00003319  =   0.99999174
 AJ3969!UTM  12      -   0.99995855  x   1.00004215  =   1.00000070
 AJ3969
 AJ3969                          SUPERSEDED SURVEY CONTROL
 AJ3969
 AJ3969.No superseded survey control is available for this station.
 AJ3969
 AJ3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1063275568(NAD 83)
 AJ3969_MARKER: DD = SURVEY DISK
 AJ3969_SETTING: 80 = SET IN A BOULDER
 AJ3969_STAMPING: 3EO3 1999
 AJ3969_MARK LOGO: MCDOT 
 AJ3969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3969+STABILITY: SURFACE MOTION
 AJ3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3969+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3969
 AJ3969  HISTORY     - Date     Condition        Report By
 AJ3969  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3969
 AJ3969                          STATION DESCRIPTION
 AJ3969
 AJ3969'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3969'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF THE
 AJ3969'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3969'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3969'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3969'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3969'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3969'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3969'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3969'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3969'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3969'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3969'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3969'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3969'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3969'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3969'POINT ROAD) FOR 7.4 MI (11.9 KM) TO POCO DINERO ROAD (A GRADED DIRT
 AJ3969'ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON GRADED DIRT
 AJ3969'ROAD (SADDLE ROAD ENDS AT POCO DINERO ROAD) FOR 2.6 MI (4.2 KM) TO AN
 AJ3969'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3969'NORTHEAST ON DIRT ROAD FOR 2.2 MI (3.5 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3969'YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON DIRT ROAD FOR 2.6 MI
 AJ3969'(4.2 KM) TO THE STATION ON YOUR LEFT
 AJ3969'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3969'COUNTY D.O.T.  BRASS DISK, STAMPED 3E03 1999, SET IN A BOULDER,
 AJ3969'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3969'STATION TIES
 AJ3969'125 FT (38.1 M) NORTHWEST OF CENTERLINE OF DIRT ROAD
 AJ3969'5.2 FT (1.6 M) SOUTH OF CARSONITE WITNESS POST
 AJ3969'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3969'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3950 ***********************************************************************
 AJ3950  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3950  DESIGNATION -  3EQ3
 AJ3950  PID         -  AJ3950
 AJ3950  STATE/COUNTY-  AZ/MARICOPA
 AJ3950  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3950
 AJ3950                         *CURRENT SURVEY CONTROL
 AJ3950  ___________________________________________________________________
 AJ3950* NAD 83(1992)-  33 11 09.70110(N)    113 09 18.43978(W)     ADJUSTED  
 AJ3950* NAVD 88     -       308.62   (meters)    1012.5    (feet)  GPS OBS   
 AJ3950  ___________________________________________________________________
 AJ3950  X           -  -2,101,158.203 (meters)                     COMP
 AJ3950  Y           -  -4,912,993.635 (meters)                     COMP
 AJ3950  Z           -   3,471,395.311 (meters)                     COMP
 AJ3950  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AJ3950  ELLIP HEIGHT-         277.30  (meters)          (04/12/01) GPS OBS
 AJ3950  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3950
 AJ3950  HORZ ORDER  -  B
 AJ3950  ELLP ORDER  -  THIRD     CLASS II
 AJ3950
 AJ3950.The horizontal coordinates were established by GPS observations
 AJ3950.and adjusted by the National Geodetic Survey in April 2001..
 AJ3950
 AJ3950.The orthometric height was determined by GPS observations and a
 AJ3950.high-resolution geoid model using precise GPS observation and
 AJ3950.processing techniques.
 AJ3950
 AJ3950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3950
 AJ3950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3950
 AJ3950.The ellipsoidal height was determined by GPS observations
 AJ3950.and is referenced to NAD 83.
 AJ3950
 AJ3950.The geoid height was determined by GEOID03.
 AJ3950
 AJ3950;                    North         East     Units Scale Factor Converg.
 AJ3950;SPC AZ C     -   243,064.368    97,873.760   MT  1.00006439   -0 40 40.6
 AJ3950;SPC AZ C     -   797,455.28    321,108.14   iFT  1.00006439   -0 40 40.6
 AJ3950;UTM  12      - 3,673,979.221   299,081.875   MT  1.00009774   -1 10 48.1
 AJ3950
 AJ3950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3950!SPC AZ C     -   0.99995647  x   1.00006439  =   1.00002085
 AJ3950!UTM  12      -   0.99995647  x   1.00009774  =   1.00005420
 AJ3950
 AJ3950                          SUPERSEDED SURVEY CONTROL
 AJ3950
 AJ3950.No superseded survey control is available for this station.
 AJ3950
 AJ3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9908273979(NAD 83)
 AJ3950_MARKER: DD = SURVEY DISK
 AJ3950_SETTING: 80 = SET IN A BOULDER
 AJ3950_STAMPING: 3EQ3 1999
 AJ3950_MARK LOGO: MCDOT 
 AJ3950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3950+STABILITY: SURFACE MOTION
 AJ3950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3950+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3950
 AJ3950  HISTORY     - Date     Condition        Report By
 AJ3950  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3950
 AJ3950                          STATION DESCRIPTION
 AJ3950
 AJ3950'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3950'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) SOUTHWEST OF THE TOWN
 AJ3950'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 09 WEST
 AJ3950'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3950'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3950'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3950'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3950'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3950'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3950'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3950'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3950'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3950'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3950'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3950', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3950'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3950'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3950'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3950'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3950'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3950'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3950'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3950'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3950'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3950'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3950'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3950'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3950'YOUR LEFT (SOUTH) , THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR
 AJ3950'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3950'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO
 AJ3950'YELLOW MEDICINE WASH (NO SIGN, LARGE CORRUGATED METAL PIPES UNDER
 AJ3950'ROAD) BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD AND IMMEDIATELY ACROSS WASH TURN LEFT (SOUTH) ON TO
 AJ3950'AN UNMARKED DIRT ROAD, THENCE DRIVE SOUTHEASTERLY ON DIRT ROAD FOR 0.3
 AJ3950'MI (0.5 KM) WHERE DIRT ROAD DROPS DOWN INTO YELLOW MEDICINE WASH,
 AJ3950'THENCE DRIVE SOUTHEASTERLY IN YELLOW MEDICINE WASH FOR 0.3 MI (0.5 KM)
 AJ3950'TO A WATER TANK FOR WILDLIFE ON LEFT (EAST) SIDE OF WASH, THENCE
 AJ3950'CONTINUE SOUTHERLY IN YELLOW MEDICINE WASH FOR 0.4 MI (0.6 KM) TO AN
 AJ3950'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE LEAVE
 AJ3950'YELLOW MEDICINE WASH AND DRIVE SOUTHEASTERLY ON DIRT ROAD FOR 1.5 MI
 AJ3950'(2.4 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE
 AJ3950'CONTINUE SOUTHEASTERLY ON DIRT ROAD FOR 1.5 MI (2.4 KM) TO THE STATION
 AJ3950'ON YOUR LEFT, PARK AT THIS LOCATION AND HIKE EAST 130 FT (39.6 M) TO
 AJ3950'THE STATION AS DESCRIBED
 AJ3950'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3950'COUNTY D.O.T.  BRASS DISK, STAMPED 3EQ3 1999, SET IN A BOULDER,
 AJ3950'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3950'STATION TIES
 AJ3950'130 FT (39.6 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3950'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3950'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3950'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3934 ***********************************************************************
 AJ3934  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3934  DESIGNATION -  3ES1
 AJ3934  PID         -  AJ3934
 AJ3934  STATE/COUNTY-  AZ/MARICOPA
 AJ3934  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3934
 AJ3934                         *CURRENT SURVEY CONTROL
 AJ3934  ___________________________________________________________________
 AJ3934* NAD 83(1992)-  33 12 14.76893(N)    113 14 06.39595(W)     ADJUSTED  
 AJ3934* NAVD 88     -       334.39   (meters)    1097.1    (feet)  GPS OBS   
 AJ3934  ___________________________________________________________________
 AJ3934  X           -  -2,107,590.446 (meters)                     COMP
 AJ3934  Y           -  -4,909,066.772 (meters)                     COMP
 AJ3934  Z           -   3,473,086.936 (meters)                     COMP
 AJ3934  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3934  ELLIP HEIGHT-         303.02  (meters)          (04/12/01) GPS OBS
 AJ3934  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AJ3934
 AJ3934  HORZ ORDER  -  B
 AJ3934  ELLP ORDER  -  THIRD     CLASS II
 AJ3934
 AJ3934.The horizontal coordinates were established by GPS observations
 AJ3934.and adjusted by the National Geodetic Survey in April 2001..
 AJ3934
 AJ3934.The orthometric height was determined by GPS observations and a
 AJ3934.high-resolution geoid model using precise GPS observation and
 AJ3934.processing techniques.
 AJ3934
 AJ3934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3934
 AJ3934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3934
 AJ3934.The ellipsoidal height was determined by GPS observations
 AJ3934.and is referenced to NAD 83.
 AJ3934
 AJ3934.The geoid height was determined by GEOID03.
 AJ3934
 AJ3934;                    North         East     Units Scale Factor Converg.
 AJ3934;SPC AZ C     -   245,160.095    90,439.622   MT  1.00008623   -0 43 19.6
 AJ3934;SPC AZ C     -   804,331.02    296,717.92   iFT  1.00008623   -0 43 19.6
 AJ3934;UTM  12      - 3,676,140.117   291,666.087   MT  1.00013516   -1 13 28.0
 AJ3934
 AJ3934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3934!SPC AZ C     -   0.99995243  x   1.00008623  =   1.00003865
 AJ3934!UTM  12      -   0.99995243  x   1.00013516  =   1.00008758
 AJ3934
 AJ3934                          SUPERSEDED SURVEY CONTROL
 AJ3934
 AJ3934.No superseded survey control is available for this station.
 AJ3934
 AJ3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9166676140(NAD 83)
 AJ3934_MARKER: I = METAL ROD
 AJ3934_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3934+WITH SETTING: INFORMATION.
 AJ3934_STAMPING: 3ES1
 AJ3934_MARK LOGO: MCDOT 
 AJ3934_PROJECTION: FLUSH
 AJ3934_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3934+STABILITY: POSITION/ELEVATION WELL
 AJ3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3934+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3934_ROD/PIPE-DEPTH:  1.5 meters
 AJ3934_SLEEVE-DEPTH  :  0.8 meters
 AJ3934
 AJ3934  HISTORY     - Date     Condition        Report By
 AJ3934  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3934
 AJ3934                          STATION DESCRIPTION
 AJ3934
 AJ3934'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3934'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) NORTH OF THE TOWN OF
 AJ3934'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 1
 AJ3934'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3934'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3934'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3934'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3934'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3934'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3934'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3934'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3934'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3934'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3934'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3934'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3934'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3934'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3934'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3934'DIRT ROAD/TRAIL) , THENCE TURN LEFT (NORTH) ON TO AGUA CALIENTE ROAD
 AJ3934'AND DRIVE NORTHERLY FOR 6.54 MI (10.52 KM) TO THE STATION ON YOUR LEFT
 AJ3934'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3934'COMPRESSED ON A 5.0 FT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3934'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3934'WITH A COUNTY LOGO ACCESS COVER STAMPED 3ES1 SURROUNDED WITH A
 AJ3934'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3934'MARKER
 AJ3934'STATION TIES
 AJ3934'89 FT (27.1 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3934'33 FT (10.1 M) EAST OF EAST TOP OF WASH BEARING NORTH AND SOUTH
 AJ3934'3.8 FT (1.2 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3934'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3934'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3935 ***********************************************************************
 AJ3935  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3935  DESIGNATION -  3EU2
 AJ3935  PID         -  AJ3935
 AJ3935  STATE/COUNTY-  AZ/MARICOPA
 AJ3935  USGS QUAD   -  HYDER NE (1964)
 AJ3935
 AJ3935                         *CURRENT SURVEY CONTROL
 AJ3935  ___________________________________________________________________
 AJ3935* NAD 83(1992)-  33 12 15.42470(N)    113 18 53.90382(W)     ADJUSTED  
 AJ3935* NAVD 88     -       314.10   (meters)    1030.5    (feet)  GPS OBS   
 AJ3935  ___________________________________________________________________
 AJ3935  X           -  -2,114,419.889 (meters)                     COMP
 AJ3935  Y           -  -4,906,098.422 (meters)                     COMP
 AJ3935  Z           -   3,473,092.653 (meters)                     COMP
 AJ3935  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AJ3935  ELLIP HEIGHT-         282.59  (meters)          (04/12/01) GPS OBS
 AJ3935  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 AJ3935
 AJ3935  HORZ ORDER  -  B
 AJ3935  ELLP ORDER  -  THIRD     CLASS II
 AJ3935
 AJ3935.The horizontal coordinates were established by GPS observations
 AJ3935.and adjusted by the National Geodetic Survey in April 2001..
 AJ3935
 AJ3935.The orthometric height was determined by GPS observations and a
 AJ3935.high-resolution geoid model using precise GPS observation and
 AJ3935.processing techniques.
 AJ3935
 AJ3935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3935
 AJ3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3935
 AJ3935.The ellipsoidal height was determined by GPS observations
 AJ3935.and is referenced to NAD 83.
 AJ3935
 AJ3935.The geoid height was determined by GEOID03.
 AJ3935
 AJ3935;                    North         East     Units Scale Factor Converg.
 AJ3935;SPC AZ C     -   245,276.993    82,993.542   MT  1.00010948   -0 45 57.1
 AJ3935;SPC AZ C     -   804,714.54    272,288.52   iFT  1.00010948   -0 45 57.1
 AJ3935;UTM  12      - 3,676,322.305   284,220.895   MT  1.00017410   -1 16 05.6
 AJ3935
 AJ3935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3935!SPC AZ C     -   0.99995564  x   1.00010948  =   1.00006511
 AJ3935!UTM  12      -   0.99995564  x   1.00017410  =   1.00012973
 AJ3935
 AJ3935                          SUPERSEDED SURVEY CONTROL
 AJ3935
 AJ3935.No superseded survey control is available for this station.
 AJ3935
 AJ3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8422176322(NAD 83)
 AJ3935_MARKER: I = METAL ROD
 AJ3935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3935_STAMPING: 3EU2 1999
 AJ3935_MARK LOGO: MCDOT 
 AJ3935_PROJECTION: FLUSH
 AJ3935_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3935+STABILITY: POSITION/ELEVATION WELL
 AJ3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3935+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3935_ROD/PIPE-DEPTH:  5.5 meters
 AJ3935_SLEEVE-DEPTH  :  0.8 meters
 AJ3935
 AJ3935  HISTORY     - Date     Condition        Report By
 AJ3935  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3935
 AJ3935                          STATION DESCRIPTION
 AJ3935
 AJ3935'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3935'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) NORTH-NORTHWEST OF THE
 AJ3935'TOWN OF SENTINEL, TOWNSHIP 02 SOUTH, RANGE 10 WEST
 AJ3935'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3935'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3935'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3935'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3935'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3935'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3935'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3935'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3935'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3935'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3935'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3935'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3935'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3935'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3935'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3935'ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON 579TH AVENUE FOR
 AJ3935'4.1 MILES (6.6 KM) TO HARQUAHALA-HYDER GAS LINE ROAD (A GRADED DIRT
 AJ3935'ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT (EAST) ON TO
 AJ3935'HARQUAHALA-HYDER GAS LINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3935'THE ROAD TO THE NORTH, THENCE CONTINUE NORTH ON HARQUAHALA-HYDER GAS
 AJ3935'LINE ROAD FOR 2.1 MI (3.4 KM) TO THE STATION ON YOUR RIGHT
 AJ3935'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3935'COMPRESSED ON A 17.9 FT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3935'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3935'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EU2 1999, SURROUNDED WITH A
 AJ3935'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3935'MARKER
 AJ3935'STATION TIES
 AJ3935'100 FT (30.5 M) EAST OF CENTERLINE OF HARQUAHALA-HYDER GAS LINE ROAD
 AJ3935'9.8 FT (3.0 M) EAST OF CARSONITE WITNESS POST
 AJ3935'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3935'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3780 ***********************************************************************
 AJ3780  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3780  DESIGNATION -  3FB2
 AJ3780  PID         -  AJ3780
 AJ3780  STATE/COUNTY-  AZ/MARICOPA
 AJ3780  USGS QUAD   -  MOBILE NE (1973)
 AJ3780
 AJ3780                         *CURRENT SURVEY CONTROL
 AJ3780  ___________________________________________________________________
 AJ3780* NAD 83(1992)-  33 09 55.58076(N)    112 21 43.07516(W)     ADJUSTED  
 AJ3780* NAVD 88     -       351.77   (meters)    1154.1    (feet)  GPS OBS   
 AJ3780  ___________________________________________________________________
 AJ3780  X           -  -2,033,436.894 (meters)                     COMP
 AJ3780  Y           -  -4,942,798.297 (meters)                     COMP
 AJ3780  Z           -   3,469,507.967 (meters)                     COMP
 AJ3780  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3780  ELLIP HEIGHT-         321.17  (meters)          (04/12/01) GPS OBS
 AJ3780  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AJ3780
 AJ3780  HORZ ORDER  -  B
 AJ3780  ELLP ORDER  -  THIRD     CLASS II
 AJ3780
 AJ3780.The horizontal coordinates were established by GPS observations
 AJ3780.and adjusted by the National Geodetic Survey in April 2001..
 AJ3780
 AJ3780.The orthometric height was determined by GPS observations and a
 AJ3780.high-resolution geoid model using precise GPS observation and
 AJ3780.processing techniques.
 AJ3780
 AJ3780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3780
 AJ3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3780
 AJ3780.The ellipsoidal height was determined by GPS observations
 AJ3780.and is referenced to NAD 83.
 AJ3780
 AJ3780.The geoid height was determined by GEOID03.
 AJ3780
 AJ3780;                    North         East     Units Scale Factor Converg.
 AJ3780;SPC AZ C     -   240,186.178   171,827.232   MT  0.99992126   -0 14 37.0
 AJ3780;SPC AZ C     -   788,012.40    563,737.64   iFT  0.99992126   -0 14 37.0
 AJ3780;UTM  12      - 3,670,453.604   373,004.011   MT  0.99979885   -0 44 42.6
 AJ3780
 AJ3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3780!SPC AZ C     -   0.99994958  x   0.99992126  =   0.99987084
 AJ3780!UTM  12      -   0.99994958  x   0.99979885  =   0.99974844
 AJ3780
 AJ3780                          SUPERSEDED SURVEY CONTROL
 AJ3780
 AJ3780.No superseded survey control is available for this station.
 AJ3780
 AJ3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7300470454(NAD 83)
 AJ3780_MARKER: I = METAL ROD
 AJ3780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3780_STAMPING: 3FB2 10-1999
 AJ3780_MARK LOGO: MCDOT 
 AJ3780_PROJECTION: FLUSH
 AJ3780_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3780+STABILITY: POSITION/ELEVATION WELL
 AJ3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3780+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AJ3780_ROD/PIPE-DEPTH:  7.0 meters
 AJ3780_SLEEVE-DEPTH  :  0.8 meters
 AJ3780
 AJ3780  HISTORY     - Date     Condition        Report By
 AJ3780  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3780  HISTORY     - 20050208 GOOD             INDIV
 AJ3780
 AJ3780                          STATION DESCRIPTION
 AJ3780
 AJ3780'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3780'THE STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) SOUTHWEST OF THE
 AJ3780'CITY OF PHOENIX, 19 MI (30.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3780'TOWNSHIP 3 SOUTH, RANGE 1 WEST, SECTION 16
 AJ3780'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3780'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3780'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS WEST THEN
 AJ3780'SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI (16.4
 AJ3780'KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE FOR
 AJ3780'1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO
 AJ3780'RAINBOW VALLEY ROAD (PAVEMENT ENDS AFTER CHANDLER HEIGHTS ROAD) AND
 AJ3780'DRIVE FOR 9.5 MI (15.3 KM) TO PATTERSON ROAD, THENCE TURN LEFT (EAST)
 AJ3780'ONTO PATTERSON ROAD AND DRIVE FOR 4.1 MI (6.6 KM) TO A STOP SIGN AT
 AJ3780'BULLARD ROAD, THENCE TURN RIGHT (SOUTH) ONTO BULLARD ROAD AND DRIVE
 AJ3780'FOR 2.8 MI (4.5 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE
 AJ3780'DIRT ROAD AND DRIVE FOR 0.1 MI (0.2 KM) THROUGH A WASH TO A GATE IN A
 AJ3780'NORTH-SOUTH FENCE LINE, THENCE CONTINUE EAST, PAST THE GATE, FOR 0.4
 AJ3780'MI (0.6 KM) TO ANOTHER DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THE
 AJ3780'DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD, THENCE TURN RIGHT
 AJ3780'(EAST) ONTO THIS DIRT ROAD AND DRIVE FOR 0.3 MI (0.5 KM) TO ANOTHER
 AJ3780'DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THIS DIRT ROAD AND DRIVE FOR
 AJ3780'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (EAST) SIDE OF THE ROAD,
 AJ3780'JUST BEFORE AN OLD IRRIGATION DITCH
 AJ3780'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3780'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS
 AJ3780'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3780'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3780'STAMPED 3FB2 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3780'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3780'STATION TIES
 AJ3780'THE STATION IS 104 FT (31.7 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3780'6 FT (1.8 M) SOUTH OF THE OLD IRRIGATION DITCH
 AJ3780'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3780'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3780
 AJ3780                          STATION RECOVERY (2005)
 AJ3780
 AJ3780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3752 ***********************************************************************
 AJ3752  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3752  DESIGNATION -  3FD2
 AJ3752  PID         -  AJ3752
 AJ3752  STATE/COUNTY-  AZ/MARICOPA
 AJ3752  USGS QUAD   -  MOBILE NW (1978)
 AJ3752
 AJ3752                         *CURRENT SURVEY CONTROL
 AJ3752  ___________________________________________________________________
 AJ3752* NAD 83(1992)-  33 09 43.62512(N)    112 28 40.12716(W)     ADJUSTED  
 AJ3752* NAVD 88     -       412.70   (meters)    1354.0    (feet)  GPS OBS   
 AJ3752  ___________________________________________________________________
 AJ3752  X           -  -2,043,523.192 (meters)                     COMP
 AJ3752  Y           -  -4,938,909.950 (meters)                     COMP
 AJ3752  Z           -   3,469,232.876 (meters)                     COMP
 AJ3752  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AJ3752  ELLIP HEIGHT-         381.96  (meters)          (04/12/01) GPS OBS
 AJ3752  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AJ3752
 AJ3752  HORZ ORDER  -  B
 AJ3752  ELLP ORDER  -  THIRD     CLASS II
 AJ3752
 AJ3752.The horizontal coordinates were established by GPS observations
 AJ3752.and adjusted by the National Geodetic Survey in April 2001..
 AJ3752
 AJ3752.The orthometric height was determined by GPS observations and a
 AJ3752.high-resolution geoid model using precise GPS observation and
 AJ3752.processing techniques.
 AJ3752
 AJ3752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3752
 AJ3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3752
 AJ3752.The ellipsoidal height was determined by GPS observations
 AJ3752.and is referenced to NAD 83.
 AJ3752
 AJ3752.The geoid height was determined by GEOID03.
 AJ3752
 AJ3752;                    North         East     Units Scale Factor Converg.
 AJ3752;SPC AZ C     -   239,869.801   161,020.073   MT  0.99993377   -0 18 25.1
 AJ3752;SPC AZ C     -   786,974.41    528,281.08   iFT  0.99993377   -0 18 25.1
 AJ3752;UTM  12      - 3,670,231.866   362,195.697   MT  0.99983414   -0 48 30.6
 AJ3752
 AJ3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3752!SPC AZ C     -   0.99994004  x   0.99993377  =   0.99987381
 AJ3752!UTM  12      -   0.99994004  x   0.99983414  =   0.99977419
 AJ3752
 AJ3752                          SUPERSEDED SURVEY CONTROL
 AJ3752
 AJ3752.No superseded survey control is available for this station.
 AJ3752
 AJ3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6219670232(NAD 83)
 AJ3752_MARKER: I = METAL ROD
 AJ3752_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3752+WITH SETTING: INFORMATION.
 AJ3752_STAMPING: 3FD2 2000
 AJ3752_MARK LOGO: MCDOT 
 AJ3752_PROJECTION: FLUSH
 AJ3752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3752+STABILITY: POSITION/ELEVATION WELL
 AJ3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3752+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3752_ROD/PIPE-DEPTH:  2.4 meters
 AJ3752_SLEEVE-DEPTH  :  0.8 meters
 AJ3752
 AJ3752  HISTORY     - Date     Condition        Report By
 AJ3752  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3752
 AJ3752                          STATION DESCRIPTION
 AJ3752
 AJ3752'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3752'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.3 KM) WEST OF THE CITY
 AJ3752'OF PHOENIX, 15.5 MI (24.9 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3752'TOWNSHIP 3 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3752'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3752'TO REACH THE STATION FORM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3752'AND JACKRABBIT TRAIL (VEERS SOUTHWEST AND SOUTH AGAIN AT THE GILA
 AJ3752'RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE
 AJ3752'TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO
 AJ3752'RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO RAINBOW VALLEY
 AJ3752'ROAD AND DRIVE 7.5 MI (12.1 KM) TO RIGGS ROAD, THENCE TURN RIGHT
 AJ3752'(WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD,
 AJ3752'THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD (EL PASO NATURAL GAS
 AJ3752'COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM) TO A FORK IN THE
 AJ3752'ROAD, THENCE TAKE THE RIGHT FORK TO ANOTHER SECTION OF THE EL PASO
 AJ3752'NATURAL GAS COMPANY ROAD, THENCE TURN RIGHT (NORTHWEST) ONTO THE
 AJ3752'PIPELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3752'THE LEFT (SOUTH) SIDE OF THE PIPELINE ROAD, THENCE TURN LEFT (SOUTH)
 AJ3752'ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY FOR 2.35 MI (3.78 KM) TO
 AJ3752'THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3752'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3752'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3752'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3752'ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED
 AJ3752'3FD2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3752'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3752'STATION TIES
 AJ3752'STATION IS 15 FT (4.6 M) WEST NORTHWEST OF A BUREAU OF LAND MANAGEMENT
 AJ3752'BRASS CAP
 AJ3752'15 FEET (4.6 M) NORTH OF A WILDERNESS AREA CARSONITE MARKER
 AJ3752'10 FT (3.0 M) EAST OF THE DIRT ROAD
 AJ3752'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3752'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3751 ***********************************************************************
 AJ3751  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3751  DESIGNATION -  3FF2
 AJ3751  PID         -  AJ3751
 AJ3751  STATE/COUNTY-  AZ/MARICOPA
 AJ3751  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3751
 AJ3751                         *CURRENT SURVEY CONTROL
 AJ3751  ___________________________________________________________________
 AJ3751* NAD 83(1992)-  33 09 39.25426(N)    112 33 41.98816(W)     ADJUSTED  
 AJ3751* NAVD 88     -       408.23   (meters)    1339.3    (feet)  GPS OBS   
 AJ3751  ___________________________________________________________________
 AJ3751  X           -  -2,050,775.700 (meters)                     COMP
 AJ3751  Y           -  -4,935,978.508 (meters)                     COMP
 AJ3751  Z           -   3,469,117.629 (meters)                     COMP
 AJ3751  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AJ3751  ELLIP HEIGHT-         377.36  (meters)          (04/12/01) GPS OBS
 AJ3751  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AJ3751
 AJ3751  HORZ ORDER  -  B
 AJ3751  ELLP ORDER  -  THIRD     CLASS II
 AJ3751
 AJ3751.The horizontal coordinates were established by GPS observations
 AJ3751.and adjusted by the National Geodetic Survey in April 2001..
 AJ3751
 AJ3751.The orthometric height was determined by GPS observations and a
 AJ3751.high-resolution geoid model using precise GPS observation and
 AJ3751.processing techniques.
 AJ3751
 AJ3751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3751
 AJ3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3751
 AJ3751.The ellipsoidal height was determined by GPS observations
 AJ3751.and is referenced to NAD 83.
 AJ3751
 AJ3751.The geoid height was determined by GEOID03.
 AJ3751
 AJ3751;                    North         East     Units Scale Factor Converg.
 AJ3751;SPC AZ C     -   239,780.188   153,198.135   MT  0.99994461   -0 21 10.1
 AJ3751;SPC AZ C     -   786,680.41    502,618.55   iFT  0.99994461   -0 21 10.1
 AJ3751;UTM  12      - 3,670,210.728   354,373.988   MT  0.99986147   -0 51 15.7
 AJ3751
 AJ3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3751!SPC AZ C     -   0.99994076  x   0.99994461  =   0.99988537
 AJ3751!UTM  12      -   0.99994076  x   0.99986147  =   0.99980224
 AJ3751
 AJ3751                          SUPERSEDED SURVEY CONTROL
 AJ3751
 AJ3751.No superseded survey control is available for this station.
 AJ3751
 AJ3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5437470211(NAD 83)
 AJ3751_MARKER: I = METAL ROD
 AJ3751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3751+WITH SETTING: INFORMATION.
 AJ3751_STAMPING: 3FF2 2000
 AJ3751_MARK LOGO: MCDOT 
 AJ3751_PROJECTION: FLUSH
 AJ3751_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3751+STABILITY: POSITION/ELEVATION WELL
 AJ3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3751+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3751_ROD/PIPE-DEPTH:  1.8 meters
 AJ3751_SLEEVE-DEPTH  :  0.8 meters
 AJ3751
 AJ3751  HISTORY     - Date     Condition        Report By
 AJ3751  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3751
 AJ3751                          STATION DESCRIPTION
 AJ3751
 AJ3751'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3751'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3751'OF PHOENIX, 14.5 MI (23.3 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 3
 AJ3751'SOUTH, RANGE 3 WEST, SECTION 15
 AJ3751'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3751'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3751'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHEAST
 AJ3751'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3751'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3751'DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3751'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3751'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD (DIRT) AND DRIVE
 AJ3751'FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD PARALLELING THE EL PASO
 AJ3751'NATURAL GAS COMPANY PIPELINE, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3751'PIPELINE ROAD AND DRIVE 2.1 MI (3.4 KM) TO A FORK IN THE ROAD, THENCE
 AJ3751'TAKE THE RIGHT FORK ONTO ANOTHER SECTION OF THE EL PASO NATURAL GAS
 AJ3751'COMPANY PIPELINE ROAD AND DRIVE NORTHEAST ON THE PIPELINE ROAD FOR
 AJ3751'4.85 MI (7.81 KM) TO AN UNMARKED DIRT TRAIL SOUTH, THENCE TURN LEFT
 AJ3751'(SOUTH) ONTO THE TRAIL AND DRIVE FOR 1.6 MI (2.6 KM) TO A CATTLE
 AJ3751'GUARD, THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR 2.6 MI (4.2 KM)
 AJ3751'TO THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3751'MONUMENT DESCRIPTION- THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3751'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3751'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3751'ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED
 AJ3751'3FF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3751'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3751'STATION TIES
 AJ3751'STATION IS 150 FT (45.7 M) EAST OF THE CENTERLINE OF THE TRAIL
 AJ3751'0.7 MI (1.1 KM) NORTHEAST OF DIRT ROAD INTERSECTION 3.3 MI SOUTHWEST
 AJ3751'OF CATTLE GUARD MENTIONED IN TO REACH DESCRIPTION
 AJ3751'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3751'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3771 ***********************************************************************
 AJ3771  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3771  DESIGNATION -  3FHI
 AJ3771  PID         -  AJ3771
 AJ3771  STATE/COUNTY-  AZ/MARICOPA
 AJ3771  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3771
 AJ3771                         *CURRENT SURVEY CONTROL
 AJ3771  ___________________________________________________________________
 AJ3771* NAD 83(1992)-  33 09 34.83479(N)    112 40 54.84004(W)     ADJUSTED  
 AJ3771* NAVD 88     -       227.61   (meters)     746.8    (feet)  GPS OBS   
 AJ3771  ___________________________________________________________________
 AJ3771  X           -  -2,061,099.783 (meters)                     COMP
 AJ3771  Y           -  -4,931,593.052 (meters)                     COMP
 AJ3771  Z           -   3,468,904.711 (meters)                     COMP
 AJ3771  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3771  ELLIP HEIGHT-         196.49  (meters)          (04/12/01) GPS OBS
 AJ3771  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3771
 AJ3771  HORZ ORDER  -  B
 AJ3771  ELLP ORDER  -  THIRD     CLASS II
 AJ3771
 AJ3771.The horizontal coordinates were established by GPS observations
 AJ3771.and adjusted by the National Geodetic Survey in April 2001..
 AJ3771
 AJ3771.The orthometric height was determined by GPS observations and a
 AJ3771.high-resolution geoid model using precise GPS observation and
 AJ3771.processing techniques.
 AJ3771
 AJ3771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3771
 AJ3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3771
 AJ3771.The ellipsoidal height was determined by GPS observations
 AJ3771.and is referenced to NAD 83.
 AJ3771
 AJ3771.The geoid height was determined by GEOID03.
 AJ3771
 AJ3771;                    North         East     Units Scale Factor Converg.
 AJ3771;SPC AZ C     -   239,719.544   141,981.857   MT  0.99996280   -0 25 06.9
 AJ3771;SPC AZ C     -   786,481.44    465,819.74   iFT  0.99996280   -0 25 06.9
 AJ3771;UTM  12      - 3,670,248.268   343,158.410   MT  0.99990330   -0 55 12.5
 AJ3771
 AJ3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3771!SPC AZ C     -   0.99996915  x   0.99996280  =   0.99993195
 AJ3771!UTM  12      -   0.99996915  x   0.99990330  =   0.99987246
 AJ3771
 AJ3771                          SUPERSEDED SURVEY CONTROL
 AJ3771
 AJ3771.No superseded survey control is available for this station.
 AJ3771
 AJ3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4315870248(NAD 83)
 AJ3771_MARKER: I = METAL ROD
 AJ3771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3771_STAMPING: 3FH1 1999
 AJ3771_MARK LOGO: MCDOT 
 AJ3771_PROJECTION: FLUSH
 AJ3771_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3771+STABILITY: POSITION/ELEVATION WELL
 AJ3771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3771+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3771_ROD/PIPE-DEPTH:  8.1 meters
 AJ3771_SLEEVE-DEPTH  :  0.8 meters
 AJ3771
 AJ3771  HISTORY     - Date     Condition        Report By
 AJ3771  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3771  HISTORY     - 20060128 GOOD             USPSQD
 AJ3771  HISTORY     - 20060128 GOOD             USPSQD
 AJ3771
 AJ3771                          STATION DESCRIPTION
 AJ3771
 AJ3771'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3771'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3771'CITY OF PHOENIX, 15 MI (24.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3771'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 4 WEST, SECTION 21
 AJ3771'OWNERSHIP-OLD U.S.  HIGHWAY 80 RIGHT-OF-WAY
 AJ3771'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3771'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6
 AJ3771'KM) TO MILE POST 138, THENCE CONTINUE ON STATE ROUTE 85 FOR 0.2 MI
 AJ3771'(0.3 KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON
 AJ3771'ROAD AND DRIVE 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT
 AJ3771'(SOUTH) ONTO OLD HIGHWAY 80 AND DRIVE FOR 1.8 MI (2.9 KM) TO A COTTON
 AJ3771'GIN ON THE RIGHT (WEST) SIDE OF THE ROAD, THENCE CONTINUE SOUTH ON OLD
 AJ3771'HIGHWAY 80 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (WEST) SIDE
 AJ3771'OF THE ROAD
 AJ3771'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3771'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 26.5 FOOT (8.1 M) STAINLESS
 AJ3771'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3771'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3771'COVER, STAMPED 3FH1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3771'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3771'STATION TIES
 AJ3771'THE STATION IS 58.5 FT (17.8 M) WEST OF OLD HIGHWAY 80
 AJ3771'45 FT (13.7 M) SOUTH OF THE CENTERLINE OF A DIRT DITCH
 AJ3771'13.3 FT (4.1 M) EAST NORTHEAST OF THE CENTERLINE OF A CONCRETE DITCH
 AJ3771'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3771'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3771
 AJ3771                          STATION RECOVERY (2006)
 AJ3771
 AJ3771'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3771'RECOVERED AS DESCRIBED.
 AJ3771
 AJ3771                          STATION RECOVERY (2006)
 AJ3771
 AJ3771'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3771'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3800 ***********************************************************************
 AJ3800  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3800  DESIGNATION -  3FJ5
 AJ3800  PID         -  AJ3800
 AJ3800  STATE/COUNTY-  AZ/MARICOPA
 AJ3800  USGS QUAD   -  SPRING MTN (1978)
 AJ3800
 AJ3800                         *CURRENT SURVEY CONTROL
 AJ3800  ___________________________________________________________________
 AJ3800* NAD 83(1992)-  33 09 51.44713(N)    112 46 02.68619(W)     ADJUSTED  
 AJ3800* NAVD 88     -       304.32   (meters)     998.4    (feet)  GPS OBS   
 AJ3800  ___________________________________________________________________
 AJ3800  X           -  -2,068,374.296 (meters)                     COMP
 AJ3800  Y           -  -4,928,312.467 (meters)                     COMP
 AJ3800  Z           -   3,469,375.112 (meters)                     COMP
 AJ3800  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AJ3800  ELLIP HEIGHT-         273.19  (meters)          (04/12/01) GPS OBS
 AJ3800  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AJ3800
 AJ3800  HORZ ORDER  -  B
 AJ3800  ELLP ORDER  -  THIRD     CLASS II
 AJ3800
 AJ3800.The horizontal coordinates were established by GPS observations
 AJ3800.and adjusted by the National Geodetic Survey in April 2001..
 AJ3800
 AJ3800.The orthometric height was determined by GPS observations and a
 AJ3800.high-resolution geoid model using precise GPS observation and
 AJ3800.processing techniques.
 AJ3800
 AJ3800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3800
 AJ3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3800
 AJ3800.The ellipsoidal height was determined by GPS observations
 AJ3800.and is referenced to NAD 83.
 AJ3800
 AJ3800.The geoid height was determined by GEOID03.
 AJ3800
 AJ3800;                    North         East     Units Scale Factor Converg.
 AJ3800;SPC AZ C     -   240,292.833   134,009.468   MT  0.99997761   -0 27 55.5
 AJ3800;SPC AZ C     -   788,362.31    439,663.61   iFT  0.99997761   -0 27 55.5
 AJ3800;UTM  12      - 3,670,891.297   335,191.752   MT  0.99993490   -0 58 01.4
 AJ3800
 AJ3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3800!SPC AZ C     -   0.99995711  x   0.99997761  =   0.99993472
 AJ3800!UTM  12      -   0.99995711  x   0.99993490  =   0.99989201
 AJ3800
 AJ3800                          SUPERSEDED SURVEY CONTROL
 AJ3800
 AJ3800.No superseded survey control is available for this station.
 AJ3800
 AJ3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3519270891(NAD 83)
 AJ3800_MARKER: DD = SURVEY DISK
 AJ3800_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3800_STAMPING: 3FJ5 1999
 AJ3800_MARK LOGO: MCDOT 
 AJ3800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3800+STABILITY: POSITION/ELEVATION WELL
 AJ3800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3800+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3800
 AJ3800  HISTORY     - Date     Condition        Report By
 AJ3800  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3800
 AJ3800                          STATION DESCRIPTION
 AJ3800
 AJ3800'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3800'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) WEST OF THE CITY
 AJ3800'OF PHOENIX, 18 MI (29.0 KM) SOUTHWEST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3800'3 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3800'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3800'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3800'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6
 AJ3800'KM) TO MILE POST 138, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.2
 AJ3800'MI (0.3 KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON
 AJ3800'ROAD AND DRIVE FOR 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, THENCE TURN
 AJ3800'RIGHT (NORTH) ONTO OLD HIGHWAY 80 AND DRIVE 5.1 MI (8.2 KM) TO THE
 AJ3800'CENTERLINE OF A BRIDGE OVER THE GILA RIVER, WHERE OLD HIGHWAY 80
 AJ3800'BEGINS TO HEAD WEST, THENCE CONTINUE ACROSS THE BRIDGE FOR 0.1 MI (0.2
 AJ3800'KM) TO ENTERPRISE ROAD, THENCE TURN LEFT (SOUTH) ONTO ENTERPRISE AND
 AJ3800'DRIVE SOUTHEASTERLY FOR 2.0 MI (3.2 KM) TO A DIRT ROAD LEADING TO A
 AJ3800'FARM HOUSE ON THE RIGHT, THENCE CONTINUE ON ENTERPRISE ROAD FOR 0.2 MI
 AJ3800'(0.3 KM) TO ANOTHER DIRT ROAD RIGHT, THENCE CONTINUE ON ENTERPRISE
 AJ3800'ROAD SOUTHEASTERLY FOR 0.4 MI (0.6 KM) TO A WELL ON THE LEFT (EAST)
 AJ3800'SIDE OF THE ROAD, THENCE CONTINUE SOUTHEASTERLY ON ENTERPRISE ROAD FOR
 AJ3800'1.1 MI (1.8 KM) TO A WASH CROSSING THE ROAD, THENCE CONTINUE PAST THE
 AJ3800'WASH FOR 0.1 MI (0.2 KM) TO ANOTHER WASH, THENCE CONTINUE PAST THE
 AJ3800'SECOND WASH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH ANOTHER DIRT
 AJ3800'ROAD AND A GATED FENCE ON THE LEFT (EAST) SIDE OF THE ROAD, THENCE
 AJ3800'TURN RIGHT (SOUTHWEST) ONTO THE DIRT ROAD AND DRIVE FOR 0.1 MI (0.2
 AJ3800'KM) TO OVERHEAD POWER LINES, THENCE CONTINUE SOUTHWEST, PASSING UNDER
 AJ3800'THE POWER LINES, FOR 0.3 MI (0.5 KM) TO A WASH, THENCE PASS THROUGH
 AJ3800'THE WASH AND DRIVE FOR 0.4 MI (0.6 KM) TO A DIRT ROAD RIGHT AND THE
 AJ3800'WASH AGAIN, THENCE CONTINUE SOUTHWEST, IN THE WASH FOR 250 FT (76.2 M)
 AJ3800'BEFORE RETURNING TO THE ROAD, THENCE CONTINUE SOUTHWEST ON THE ROAD
 AJ3800'FOR 0.2 MI (0.3 KM) TO A CROSSING OF THE WASH AGAIN, THENCE PASS
 AJ3800'THROUGH THE WASH AND CONTINUE ON THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO
 AJ3800'A DIRT ROAD RIGHT, THENCE CONTINUE PAST THE DIRT ROAD FOR 0.1 MI (0.2
 AJ3800'KM) TO THE END OF TRUCK TRAVEL AND THE STATION ON THE LEFT (SOUTHEAST)
 AJ3800'SIDE OF THE ROAD, ACROSS THE WASH ON A HILL, THENCE MAKE THE 5 MINUTE
 AJ3800'PACK UP THE HILL TO THE STATION
 AJ3800'MONUMENT DESCRIPTION- THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3800'COUNTY D.O.T.  BRASS DISK, STAMPED 1999, SET IN A ROCK OUTCROP
 AJ3800'STATION TIES
 AJ3800'THE STATION IS 3 FT (0.9 M) SOUTH OF THE CARSONITE MARKER
 AJ3800'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3800'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3942 ***********************************************************************
 AJ3942  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3942  DESIGNATION -  3FL5
 AJ3942  PID         -  AJ3942
 AJ3942  STATE/COUNTY-  AZ/MARICOPA
 AJ3942  USGS QUAD   -  SPRING MTN (1978)
 AJ3942
 AJ3942                         *CURRENT SURVEY CONTROL
 AJ3942  ___________________________________________________________________
 AJ3942* NAD 83(1992)-  33 12 08.79263(N)    112 52 01.84907(W)     ADJUSTED  
 AJ3942* NAVD 88     -       333.81   (meters)    1095.2    (feet)  GPS OBS   
 AJ3942  ___________________________________________________________________
 AJ3942  X           -  -2,076,062.308 (meters)                     COMP
 AJ3942  Y           -  -4,922,592.214 (meters)                     COMP
 AJ3942  Z           -   3,472,932.713 (meters)                     COMP
 AJ3942  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AJ3942  ELLIP HEIGHT-         302.73  (meters)          (04/12/01) GPS OBS
 AJ3942  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AJ3942
 AJ3942  HORZ ORDER  -  B
 AJ3942  ELLP ORDER  -  THIRD     CLASS II
 AJ3942
 AJ3942.The horizontal coordinates were established by GPS observations
 AJ3942.and adjusted by the National Geodetic Survey in April 2001..
 AJ3942
 AJ3942.The orthometric height was determined by GPS observations and a
 AJ3942.high-resolution geoid model using precise GPS observation and
 AJ3942.processing techniques.
 AJ3942
 AJ3942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3942
 AJ3942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3942
 AJ3942.The ellipsoidal height was determined by GPS observations
 AJ3942.and is referenced to NAD 83.
 AJ3942
 AJ3942.The geoid height was determined by GEOID03.
 AJ3942
 AJ3942;                    North         East     Units Scale Factor Converg.
 AJ3942;SPC AZ C     -   244,603.971   124,742.082   MT  0.99999679   -0 31 13.9
 AJ3942;SPC AZ C     -   802,506.47    409,258.80   iFT  0.99999679   -0 31 13.9
 AJ3942;UTM  12      - 3,675,283.307   325,962.792   MT  0.99997345   -1 01 21.8
 AJ3942
 AJ3942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3942!SPC AZ C     -   0.99995247  x   0.99999679  =   0.99994926
 AJ3942!UTM  12      -   0.99995247  x   0.99997345  =   0.99992593
 AJ3942
 AJ3942                          SUPERSEDED SURVEY CONTROL
 AJ3942
 AJ3942.No superseded survey control is available for this station.
 AJ3942
 AJ3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2596375283(NAD 83)
 AJ3942_MARKER: I = METAL ROD
 AJ3942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3942_STAMPING: 3FL5 1999
 AJ3942_MARK LOGO: MCDOT 
 AJ3942_PROJECTION: FLUSH
 AJ3942_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3942+STABILITY: POSITION/ELEVATION WELL
 AJ3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3942+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3942_ROD/PIPE-DEPTH:  3.1 meters
 AJ3942_SLEEVE-DEPTH  :  0.8 meters
 AJ3942
 AJ3942  HISTORY     - Date     Condition        Report By
 AJ3942  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3942
 AJ3942                          STATION DESCRIPTION
 AJ3942
 AJ3942'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3942'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF THE TOWN
 AJ3942'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 06 WEST
 AJ3942'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3942'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3942'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3942'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3942'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3942'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3942'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 0.1 TO A Y
 AJ3942'IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHWEST ON DIRT ROAD FOR
 AJ3942'0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3942'SOUTH ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A Y IN THE ROAD (GILA
 AJ3942'COMPRESSOR STATION IS LOCATED ON YOUR LEFT (EAST) ), THENCE VEER RIGHT
 AJ3942'AND CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO OVERHEAD
 AJ3942'POWER LINES BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHWEST
 AJ3942'ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3942'(EAST) , THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.7 MI (1.1 KM) TO
 AJ3942'A Y IN THE ROAD, THENCE VEER RIGHT AND CONTINUE SOUTHWEST ON DIRT ROAD
 AJ3942'FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST)
 AJ3942', THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 1.4 MI (2.3 KM) TO AN
 AJ3942'UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST) , THENCE CONTINUE
 AJ3942'SOUTHWEST ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3942'YOUR RIGHT (NORTHWEST) , THENCE CONTINUE SOUTHWESTERLY ON DIRT ROAD
 AJ3942'FOR 0.2 MI (0.3 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE
 AJ3942'SOUTHWESTERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO AN
 AJ3942'UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST) , THENCE CONTINUE
 AJ3942'SOUTHWESTERLY ON DIRT ROAD FOR 1.0 MI (1.6 KM) TO THE STATION ON YOUR
 AJ3942'RIGHT (WELL AND WINDMILL ARE LOCATED 0.1 MI (0.2 KM) TO THE
 AJ3942'WEST-SOUTHWEST) , PARK AT THIS LOCATION AND HIKE NORTH 250 FT (76.2 M)
 AJ3942'TO THE TOP OF SMALL HILL AND STATION AS DESCRIBED
 AJ3942'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3942'COMPRESSED ON A 10.2 FT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3942'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3942'WITH A COUNTY LOGO ACCESS COVER STAMPED 3FL5 1999, SURROUNDED WITH A
 AJ3942'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3942'MARKER
 AJ3942'STATION TIES
 AJ3942'250 FT (76.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3942'4.4 FT (1.3 M) SOUTH OF CARSONITE WITNESS POST
 AJ3942'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3942'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3945 ***********************************************************************
 AJ3945  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3945  DESIGNATION -  3FN5
 AJ3945  PID         -  AJ3945
 AJ3945  STATE/COUNTY-  AZ/MARICOPA
 AJ3945  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3945
 AJ3945                         *CURRENT SURVEY CONTROL
 AJ3945  ___________________________________________________________________
 AJ3945* NAD 83(1992)-  33 10 21.40662(N)    112 58 23.40841(W)     ADJUSTED  
 AJ3945* NAVD 88     -       332.19   (meters)    1089.9    (feet)  GPS OBS   
 AJ3945  ___________________________________________________________________
 AJ3945  X           -  -2,085,871.087 (meters)                     COMP
 AJ3945  Y           -  -4,920,409.423 (meters)                     COMP
 AJ3945  Z           -   3,470,162.963 (meters)                     COMP
 AJ3945  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AJ3945  ELLIP HEIGHT-         301.01  (meters)          (04/12/01) GPS OBS
 AJ3945  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3945
 AJ3945  HORZ ORDER  -  B
 AJ3945  ELLP ORDER  -  THIRD     CLASS II
 AJ3945
 AJ3945.The horizontal coordinates were established by GPS observations
 AJ3945.and adjusted by the National Geodetic Survey in April 2001..
 AJ3945
 AJ3945.The orthometric height was determined by GPS observations and a
 AJ3945.high-resolution geoid model using precise GPS observation and
 AJ3945.processing techniques.
 AJ3945
 AJ3945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3945
 AJ3945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3945
 AJ3945.The ellipsoidal height was determined by GPS observations
 AJ3945.and is referenced to NAD 83.
 AJ3945
 AJ3945.The geoid height was determined by GEOID03.
 AJ3945
 AJ3945;                    North         East     Units Scale Factor Converg.
 AJ3945;SPC AZ C     -   241,390.543   114,826.760   MT  1.00001967   -0 34 41.3
 AJ3945;SPC AZ C     -   791,963.72    376,728.22   iFT  1.00001967   -0 34 41.3
 AJ3945;UTM  12      - 3,672,156.916   316,019.824   MT  1.00001735   -1 04 47.8
 AJ3945
 AJ3945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3945!SPC AZ C     -   0.99995274  x   1.00001967  =   0.99997241
 AJ3945!UTM  12      -   0.99995274  x   1.00001735  =   0.99997009
 AJ3945
 AJ3945                          SUPERSEDED SURVEY CONTROL
 AJ3945
 AJ3945.No superseded survey control is available for this station.
 AJ3945
 AJ3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1602072157(NAD 83)
 AJ3945_MARKER: DD = SURVEY DISK
 AJ3945_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3945_STAMPING: 3FN5 1999
 AJ3945_MARK LOGO: MCDOT 
 AJ3945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3945+STABILITY: POSITION/ELEVATION WELL
 AJ3945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3945
 AJ3945  HISTORY     - Date     Condition        Report By
 AJ3945  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3945
 AJ3945                          STATION DESCRIPTION
 AJ3945
 AJ3945'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3945'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTHWEST OF THE TOWN
 AJ3945'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 07 WEST
 AJ3945'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3945'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3945'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3945'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3945'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3945'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3945'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3945'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3945'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3945'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3945'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3945', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3945'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3945'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3945'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3945'THE WEST, THENCE CONTINUE WESTERLY ON UNMARKED DIRT ROAD FOR 0.7 MI
 AJ3945'(1.1 KM) TO A UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) SIDE (DO NOT
 AJ3945'TAKE), THENCE VEER LEFT (NORTHWEST) AND DRIVE FOR 0.2 MI (0.3 KM) TO
 AJ3945'AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) AND A BEND IN DIRT ROAD TO
 AJ3945'THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.5 MI (0.8 KM)
 AJ3945'TO A CORRAL, WINDMILL AND WATER TANK ON RIGHT (WEST) SIDE OF DIRT
 AJ3945'ROAD, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) , THENCE CONTINUE SOUTHERLY ON
 AJ3945'DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3945'(EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO
 AJ3945'AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY
 AJ3945'ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A WASH BEARING EAST AND WEST,
 AJ3945'THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5
 AJ3945'KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT
 AJ3945'ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO A WASH BEARING NORTHWEST AND
 AJ3945'SOUTHEAST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.2
 AJ3945'MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) AND A JEEP
 AJ3945'TRAIL ON YOUR RIGHT (WEST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD
 AJ3945'FOR 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) ,
 AJ3945'THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON
 AJ3945'DIRT ROAD FOR 1.1 MI (1.8 KM) TO AN WASH RUNNING NORTHWEST TO
 AJ3945'SOUTHEAST , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI (  ) TO
 AJ3945'A UNMARKED DIRT ROAD ON THE LEFT (EAST) HEADING NORTHEAST, THENCE
 AJ3945'CONTINUE SOUTH FOR 0.4 MI () TO A WASH RUNNING NORTHWEST AND
 AJ3945'SOUTHEAST, THENCE CONTINUE SOUTHERLY ON UNMARKED DIRT ROAD FOR 0.2 MI
 AJ3945'TO AN OLD CONCRETE FOUNDATION ON RIGHT (WEST) SIDE OF DIRT ROAD AND TO
 AJ3945'A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.5 MI (0.8 KM) TO A WASH BEARING NORTHEAST AND
 AJ3945'SOUTHWEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3
 AJ3945'MI (0.5 KM) TO A CORRAL AND WATER TANK ON LEFT (SOUTH) SIDE OF DIRT
 AJ3945'ROAD, THENCE CONTINUE WESTERLY ON DIRT ROAD FOR 1.1 MI (1.8 KM) TO A
 AJ3945'WASH BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.8 MI (1.3 KM) TO A WASH BEARING NORTH AND SOUTH,
 AJ3945'THENCE CONTINUE WESTERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM)
 AJ3945'TO A WASH BEARING EAST AND WEST, THENCE CONTINUE WESTERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3945'(SOUTH) (DO NOT TAKE), THENCE CONTINUE WESTERLY ON DIRT ROAD FOR 0.3
 AJ3945'MI (0.5 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE WESTERLY
 AJ3945'ON DIRT ROAD THROUGH WASH FOR 0.1 MI (0.2 KM) TO A RIDGE ON YOUR RIGHT
 AJ3945'(NORTH) TO THE END OF TRUCK TRAVEL, PARK AT THIS LOCATION AND HIKE
 AJ3945'NORTH 1000 FT (304.8 M) TO THE TOP OF RIDGE AND STATION AS DESCRIBED
 AJ3945'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3945'COUNTY D.O.T.  BRASS DISK, STAMPED 3FN5 1999, SET IN A ROCK OUTCROP,
 AJ3945'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3945'STATION TIES
 AJ3945'7.2 FT (2.2 M) NORTH OF CARSONITE WITNESS POST
 AJ3945'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3945'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3968 ***********************************************************************
 AJ3968  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3968  DESIGNATION -  3FP3
 AJ3968  PID         -  AJ3968
 AJ3968  STATE/COUNTY-  AZ/MARICOPA
 AJ3968  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3968
 AJ3968                         *CURRENT SURVEY CONTROL
 AJ3968  ___________________________________________________________________
 AJ3968* NAD 83(1992)-  33 09 32.68406(N)    113 04 37.16964(W)     ADJUSTED  
 AJ3968* NAVD 88     -       217.99   (meters)     715.2    (feet)  GPS OBS   
 AJ3968  ___________________________________________________________________
 AJ3968  X           -  -2,095,068.021 (meters)                     COMP
 AJ3968  Y           -  -4,917,289.061 (meters)                     COMP
 AJ3968  Z           -   3,468,843.858 (meters)                     COMP
 AJ3968  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AJ3968  ELLIP HEIGHT-         186.65  (meters)          (04/12/01) GPS OBS
 AJ3968  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3968
 AJ3968  HORZ ORDER  -  B
 AJ3968  ELLP ORDER  -  THIRD     CLASS II
 AJ3968
 AJ3968.The horizontal coordinates were established by GPS observations
 AJ3968.and adjusted by the National Geodetic Survey in April 2001..
 AJ3968
 AJ3968.The orthometric height was determined by GPS observations and a
 AJ3968.high-resolution geoid model using precise GPS observation and
 AJ3968.processing techniques.
 AJ3968
 AJ3968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3968
 AJ3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3968
 AJ3968.The ellipsoidal height was determined by GPS observations
 AJ3968.and is referenced to NAD 83.
 AJ3968
 AJ3968.The geoid height was determined by GEOID03.
 AJ3968
 AJ3968;                    North         East     Units Scale Factor Converg.
 AJ3968;SPC AZ C     -   239,992.055   105,126.748   MT  1.00004439   -0 38 05.0
 AJ3968;SPC AZ C     -   787,375.51    344,904.03   iFT  1.00004439   -0 38 05.0
 AJ3968;UTM  12      - 3,670,843.415   306,307.860   MT  1.00006258   -1 08 11.0
 AJ3968
 AJ3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3968!SPC AZ C     -   0.99997070  x   1.00004439  =   1.00001509
 AJ3968!UTM  12      -   0.99997070  x   1.00006258  =   1.00003328
 AJ3968
 AJ3968                          SUPERSEDED SURVEY CONTROL
 AJ3968
 AJ3968.No superseded survey control is available for this station.
 AJ3968
 AJ3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0630870843(NAD 83)
 AJ3968_MARKER: I = METAL ROD
 AJ3968_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3968+WITH SETTING: INFORMATION.
 AJ3968_STAMPING: 3FP3 12-1999
 AJ3968_MARK LOGO: MCDOT 
 AJ3968_PROJECTION: FLUSH
 AJ3968_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3968+STABILITY: POSITION/ELEVATION WELL
 AJ3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3968+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3968_ROD/PIPE-DEPTH:  1.4 meters
 AJ3968_SLEEVE-DEPTH  :  0.8 meters
 AJ3968
 AJ3968  HISTORY     - Date     Condition        Report By
 AJ3968  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3968
 AJ3968                          STATION DESCRIPTION
 AJ3968
 AJ3968'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3968'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF THE
 AJ3968'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3968'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3968'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3968'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3968'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3968'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3968'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3968'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3968'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3968'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3968'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3968'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3968'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3968'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3968'POINT ROAD) FOR 7.4 MI (11.9 KM) TO POCO DINERO ROAD (A GRADED DIRT
 AJ3968'ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON GRADED DIRT
 AJ3968'ROAD (SADDLE ROAD ENDS AT POCO DINERO ROAD) FOR 2.6 MI (4.2 KM) TO AN
 AJ3968'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3968'NORTHEAST ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON YOUR
 AJ3968'RIGHT
 AJ3968'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3968'COMPRESSED ON A 4.5 FOOT (1.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3968'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3968'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3FP3 12-1999,
 AJ3968'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3968'A WHITE CARSONITE MARKER
 AJ3968'STATION TIES
 AJ3968'30 FT (9.1 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3968'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3968'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3933 ***********************************************************************
 AJ3933  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3933  DESIGNATION -  3FS1
 AJ3933  PID         -  AJ3933
 AJ3933  STATE/COUNTY-  AZ/MARICOPA
 AJ3933  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3933
 AJ3933                         *CURRENT SURVEY CONTROL
 AJ3933  ___________________________________________________________________
 AJ3933* NAD 83(1992)-  33 09 57.62976(N)    113 14 58.12432(W)     ADJUSTED  
 AJ3933* NAVD 88     -       276.26   (meters)     906.4    (feet)  GPS OBS   
 AJ3933  ___________________________________________________________________
 AJ3933  X           -  -2,109,715.131 (meters)                     COMP
 AJ3933  Y           -  -4,910,618.085 (meters)                     COMP
 AJ3933  Z           -   3,469,519.021 (meters)                     COMP
 AJ3933  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 AJ3933  ELLIP HEIGHT-         244.78  (meters)          (04/12/01) GPS OBS
 AJ3933  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 AJ3933
 AJ3933  HORZ ORDER  -  B
 AJ3933  ELLP ORDER  -  THIRD     CLASS II
 AJ3933
 AJ3933.The horizontal coordinates were established by GPS observations
 AJ3933.and adjusted by the National Geodetic Survey in April 2001..
 AJ3933
 AJ3933.The orthometric height was determined by GPS observations and a
 AJ3933.high-resolution geoid model using precise GPS observation and
 AJ3933.processing techniques.
 AJ3933
 AJ3933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3933
 AJ3933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3933
 AJ3933.The ellipsoidal height was determined by GPS observations
 AJ3933.and is referenced to NAD 83.
 AJ3933
 AJ3933.The geoid height was determined by GEOID03.
 AJ3933
 AJ3933;                    North         East     Units Scale Factor Converg.
 AJ3933;SPC AZ C     -   240,952.090    89,046.080   MT  1.00009048   -0 43 45.2
 AJ3933;SPC AZ C     -   790,525.23    292,145.93   iFT  1.00009048   -0 43 45.2
 AJ3933;UTM  12      - 3,671,944.272   290,235.651   MT  1.00014254   -1 13 51.8
 AJ3933
 AJ3933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3933!SPC AZ C     -   0.99996157  x   1.00009048  =   1.00005205
 AJ3933!UTM  12      -   0.99996157  x   1.00014254  =   1.00010411
 AJ3933
 AJ3933                          SUPERSEDED SURVEY CONTROL
 AJ3933
 AJ3933.No superseded survey control is available for this station.
 AJ3933
 AJ3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9023671944(NAD 83)
 AJ3933_MARKER: I = METAL ROD
 AJ3933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3933_STAMPING: 3FS1
 AJ3933_MARK LOGO: MCDOT 
 AJ3933_PROJECTION: FLUSH
 AJ3933_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3933+STABILITY: POSITION/ELEVATION WELL
 AJ3933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3933+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3933_ROD/PIPE-DEPTH:  3.0 meters
 AJ3933_SLEEVE-DEPTH  :  0.8 meters
 AJ3933
 AJ3933  HISTORY     - Date     Condition        Report By
 AJ3933  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3933
 AJ3933                          STATION DESCRIPTION
 AJ3933
 AJ3933'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3933'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) NORTH OF THE TOWN OF
 AJ3933'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 13
 AJ3933'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3933'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3933'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3933'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3933'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3933'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3933'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3933'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3933'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3933'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3933'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3933'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3933'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3933'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3933'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3933'DIRT ROAD/TRAIL) , THENCE TURN LEFT (NORTH) ON TO AGUA CALIENTE ROAD
 AJ3933'AND DRIVE NORTHERLY FOR 3.6 MI (5.8 KM) TO THE STATION ON YOUR LEFT
 AJ3933'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3933'COMPRESSED ON A 10.0 FT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3933'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3933'WITH A COUNTY LOGO ACCESS COVER STAMPED 3FS1 SURROUNDED WITH A
 AJ3933'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3933'MARKER
 AJ3933'STATION TIES
 AJ3933'83 FT (25.3 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3933'4.5 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3933'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3933'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3804 ***********************************************************************
 AJ3804  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3804  DESIGNATION -  3GA2
 AJ3804  PID         -  AJ3804
 AJ3804  STATE/COUNTY-  AZ/MARICOPA
 AJ3804  USGS QUAD   -  MOBILE (1978)
 AJ3804
 AJ3804                         *CURRENT SURVEY CONTROL
 AJ3804  ___________________________________________________________________
 AJ3804* NAD 83(1992)-  33 06 58.93297(N)    112 18 23.31555(W)     ADJUSTED  
 AJ3804* NAVD 88     -       370.95   (meters)    1217.0    (feet)  GPS OBS   
 AJ3804  ___________________________________________________________________
 AJ3804  X           -  -2,029,784.458 (meters)                     COMP
 AJ3804  Y           -  -4,947,532.857 (meters)                     COMP
 AJ3804  Z           -   3,464,961.432 (meters)                     COMP
 AJ3804  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AJ3804  ELLIP HEIGHT-         340.39  (meters)          (04/12/01) GPS OBS
 AJ3804  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AJ3804
 AJ3804  HORZ ORDER  -  B
 AJ3804  ELLP ORDER  -  THIRD     CLASS II
 AJ3804
 AJ3804.The horizontal coordinates were established by GPS observations
 AJ3804.and adjusted by the National Geodetic Survey in April 2001..
 AJ3804
 AJ3804.The orthometric height was determined by GPS observations and a
 AJ3804.high-resolution geoid model using precise GPS observation and
 AJ3804.processing techniques.
 AJ3804
 AJ3804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3804
 AJ3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3804
 AJ3804.The ellipsoidal height was determined by GPS observations
 AJ3804.and is referenced to NAD 83.
 AJ3804
 AJ3804.The geoid height was determined by GEOID03.
 AJ3804
 AJ3804;                    North         East     Units Scale Factor Converg.
 AJ3804;SPC AZ C     -   234,723.962   176,982.436   MT  0.99991631   -0 12 46.7
 AJ3804;SPC AZ C     -   770,091.74    580,651.04   iFT  0.99991631   -0 12 46.7
 AJ3804;UTM  12      - 3,664,947.203   378,110.581   MT  0.99978318   -0 42 49.9
 AJ3804
 AJ3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3804!SPC AZ C     -   0.99994656  x   0.99991631  =   0.99986288
 AJ3804!UTM  12      -   0.99994656  x   0.99978318  =   0.99972975
 AJ3804
 AJ3804                          SUPERSEDED SURVEY CONTROL
 AJ3804
 AJ3804.No superseded survey control is available for this station.
 AJ3804
 AJ3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7811164947(NAD 83)
 AJ3804_MARKER: I = METAL ROD
 AJ3804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3804+WITH SETTING: INFORMATION.
 AJ3804_STAMPING: 3GA2 11-1999
 AJ3804_MARK LOGO: MCDOT 
 AJ3804_PROJECTION: FLUSH
 AJ3804_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3804+STABILITY: POSITION/ELEVATION WELL
 AJ3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3804+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3804_ROD/PIPE-DEPTH:  1.5 meters
 AJ3804_SLEEVE-DEPTH  :  0.8 meters
 AJ3804
 AJ3804  HISTORY     - Date     Condition        Report By
 AJ3804  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3804
 AJ3804                          STATION DESCRIPTION
 AJ3804
 AJ3804'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3804'THE STATION IS LOCATED APPROXIMATELY 26 MI (41.8 KM) SOUTHWEST OF THE
 AJ3804'CITY OF PHOENIX, 24 MI (38.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3804'TOWNSHIP 3 SOUTH, RANGE 1 WEST, SECTION 36
 AJ3804'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3804'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3804'ROUTE 238 IN GILA BEND, DRIVE EAST ON STATE ROUTE 238 FOR 31 MI (49.9
 AJ3804'KM) TO MILE POST 31, THENCE CONTINUE EAST ON STATE ROUTE 238 FOR 0.8
 AJ3804'MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT (NORTH) ONTO 91ST AVENUE
 AJ3804'AND DRIVE, CURVING FROM NORTH TO WEST, FOR 1.9 MI, (3.1 KM) TO 99TH
 AJ3804'AVENUE AND THE BUTTERFIELD STATION LANDFILL ON THE NORTHWEST CORNER,
 AJ3804'THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE AND DRIVE 1.9 MI (3.1 KM)
 AJ3804'TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE NORTH ON 99TH
 AJ3804'AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0 KM) TO A GRAVEL
 AJ3804'ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE TURN LEFT (WEST)
 AJ3804'ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE, CURVING FROM EAST
 AJ3804'TO NORTH, FOR 0.8 MI (1.3 KM) TO THE T-INTERSECTION WITH ANOTHER DIRT
 AJ3804'ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT AND DRIVE FOR 0.5 MI (0.8
 AJ3804'KM) TO WHAT APPEARS TO BE A COMMUNICATION EQUIPMENT SHED ON THE RIGHT
 AJ3804'(NORTH) OF THE ROAD, THENCE CONTINUE WEST ON THE DIRT ROAD FOR 1.0 MI
 AJ3804'(1.6 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3804'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3804'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 5 FOOT (1.5 M) STAINLESS
 AJ3804'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3804'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3804'STAMPED 3GA2 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3804'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3804'STATION TIES
 AJ3804'THE STATION IS APPROXIMATELY 245 FT (74.7 M) SOUTHWEST OF THE
 AJ3804'SOUTHWEST EDGE OF A WATER TANK
 AJ3804'90 FT (27.4 M) NORTHWEST OF A GENERAL LAND OFFICE CAP ON THE RIGHT
 AJ3804'(NORTH) SIDE OF THE ROAD, TOWNSHIP CORNER-T3S/T4S, R1E/R1W
 AJ3804'65 FT (19.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3804'3 FT (0.9 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3804'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3804'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3754 ***********************************************************************
 AJ3754  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3754  DESIGNATION -  3GC2
 AJ3754  PID         -  AJ3754
 AJ3754  STATE/COUNTY-  AZ/MARICOPA
 AJ3754  USGS QUAD   -  BUTTERFIELD PASS (1973)
 AJ3754
 AJ3754                         *CURRENT SURVEY CONTROL
 AJ3754  ___________________________________________________________________
 AJ3754* NAD 83(1992)-  33 06 58.46860(N)    112 25 52.26484(W)     ADJUSTED  
 AJ3754* NAVD 88     -       418.97   (meters)    1374.6    (feet)  GPS OBS   
 AJ3754  ___________________________________________________________________
 AJ3754  X           -  -2,040,566.563 (meters)                     COMP
 AJ3754  Y           -  -4,943,147.464 (meters)                     COMP
 AJ3754  Z           -   3,464,975.603 (meters)                     COMP
 AJ3754  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AJ3754  ELLIP HEIGHT-         388.26  (meters)          (04/12/01) GPS OBS
 AJ3754  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AJ3754
 AJ3754  HORZ ORDER  -  B
 AJ3754  ELLP ORDER  -  THIRD     CLASS II
 AJ3754
 AJ3754.The horizontal coordinates were established by GPS observations
 AJ3754.and adjusted by the National Geodetic Survey in April 2001..
 AJ3754
 AJ3754.The orthometric height was determined by GPS observations and a
 AJ3754.high-resolution geoid model using precise GPS observation and
 AJ3754.processing techniques.
 AJ3754
 AJ3754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3754
 AJ3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3754
 AJ3754.The ellipsoidal height was determined by GPS observations
 AJ3754.and is referenced to NAD 83.
 AJ3754
 AJ3754.The geoid height was determined by GEOID03.
 AJ3754
 AJ3754;                    North         East     Units Scale Factor Converg.
 AJ3754;SPC AZ C     -   234,759.837   165,344.328   MT  0.99992842   -0 16 52.0
 AJ3754;SPC AZ C     -   770,209.44    542,468.27   iFT  0.99992842   -0 16 52.0
 AJ3754;UTM  12      - 3,665,084.805   366,474.639   MT  0.99981983   -0 46 55.3
 AJ3754
 AJ3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3754!SPC AZ C     -   0.99993905  x   0.99992842  =   0.99986747
 AJ3754!UTM  12      -   0.99993905  x   0.99981983  =   0.99975889
 AJ3754
 AJ3754                          SUPERSEDED SURVEY CONTROL
 AJ3754
 AJ3754.No superseded survey control is available for this station.
 AJ3754
 AJ3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6647565085(NAD 83)
 AJ3754_MARKER: I = METAL ROD
 AJ3754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3754_STAMPING: 3GC2 2000
 AJ3754_MARK LOGO: MCDOT 
 AJ3754_PROJECTION: FLUSH
 AJ3754_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3754+STABILITY: POSITION/ELEVATION WELL
 AJ3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3754+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3754_ROD/PIPE-DEPTH:  3.0 meters
 AJ3754_SLEEVE-DEPTH  :  0.8 meters
 AJ3754
 AJ3754  HISTORY     - Date     Condition        Report By
 AJ3754  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3754
 AJ3754                          STATION DESCRIPTION
 AJ3754
 AJ3754'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3754'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.3 KM) WEST OF THE CITY
 AJ3754'OF PHOENIX, 20 MI (32.2 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3754'TOWNSHIP 4 SOUTH, RANGE 2 WEST, SECTION 2
 AJ3754'OWNERSHIP- BUREAU OF LAND MANAGEMENT (BLM)
 AJ3754'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3754'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3754'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3754'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3754'DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3754'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3754'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI
 AJ3754'(1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD
 AJ3754'(EL PASO NATURAL GAS COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM)
 AJ3754'TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK ONTO ANOTHER SECTION
 AJ3754'OF THE PIPELINE ROAD AND DRIVE SOUTHEAST FOR 4.5 MI (7.2 KM) TO A DIRT
 AJ3754'ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3754'SOUTHWESTERLY FOR 3.4 MI (5.5 KM) TO A FENCE AND CATTLE GUARD, THENCE
 AJ3754'CONTINUE ACROSS THE CATTLE GUARD TO THE STATION ON THE LEFT (EAST)
 AJ3754'SIDE OF THE ROAD
 AJ3754'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3754'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3754'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3754'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3754'STAMPED 3GC2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3754'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3754'STATION TIES
 AJ3754'STATION IS 75 FT (22.9 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3754'10 FT (3.0 M) SOUTH OF THE FENCE LINE
 AJ3754'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3754'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3753 ***********************************************************************
 AJ3753  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3753  DESIGNATION -  3GE2
 AJ3753  PID         -  AJ3753
 AJ3753  STATE/COUNTY-  AZ/MARICOPA
 AJ3753  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3753
 AJ3753                         *CURRENT SURVEY CONTROL
 AJ3753  ___________________________________________________________________
 AJ3753* NAD 83(1992)-  33 08 01.07610(N)    112 32 03.78258(W)     ADJUSTED  
 AJ3753* NAVD 88     -       419.33   (meters)    1375.8    (feet)  GPS OBS   
 AJ3753  ___________________________________________________________________
 AJ3753  X           -  -2,049,062.803 (meters)                     COMP
 AJ3753  Y           -  -4,938,490.624 (meters)                     COMP
 AJ3753  Z           -   3,466,591.140 (meters)                     COMP
 AJ3753  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AJ3753  ELLIP HEIGHT-         388.49  (meters)          (04/12/01) GPS OBS
 AJ3753  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AJ3753
 AJ3753  HORZ ORDER  -  B
 AJ3753  ELLP ORDER  -  THIRD     CLASS II
 AJ3753
 AJ3753.The horizontal coordinates were established by GPS observations
 AJ3753.and adjusted by the National Geodetic Survey in April 2001..
 AJ3753
 AJ3753.The orthometric height was determined by GPS observations and a
 AJ3753.high-resolution geoid model using precise GPS observation and
 AJ3753.processing techniques.
 AJ3753
 AJ3753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3753
 AJ3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3753
 AJ3753.The ellipsoidal height was determined by GPS observations
 AJ3753.and is referenced to NAD 83.
 AJ3753
 AJ3753.The geoid height was determined by GEOID03.
 AJ3753
 AJ3753;                    North         East     Units Scale Factor Converg.
 AJ3753;SPC AZ C     -   236,740.456   155,724.816   MT  0.99994094   -0 20 15.5
 AJ3753;SPC AZ C     -   776,707.53    510,908.19   iFT  0.99994094   -0 20 15.5
 AJ3753;UTM  12      - 3,667,149.266   356,873.760   MT  0.99985258   -0 50 19.8
 AJ3753
 AJ3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3753!SPC AZ C     -   0.99993901  x   0.99994094  =   0.99987995
 AJ3753!UTM  12      -   0.99993901  x   0.99985258  =   0.99979160
 AJ3753
 AJ3753                          SUPERSEDED SURVEY CONTROL
 AJ3753
 AJ3753.No superseded survey control is available for this station.
 AJ3753
 AJ3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5687467149(NAD 83)
 AJ3753_MARKER: I = METAL ROD
 AJ3753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3753_STAMPING: 3GE2 2000
 AJ3753_MARK LOGO: MCDOT 
 AJ3753_PROJECTION: FLUSH
 AJ3753_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3753+STABILITY: POSITION/ELEVATION WELL
 AJ3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3753+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3753_ROD/PIPE-DEPTH:  8.5 meters
 AJ3753_SLEEVE-DEPTH  :  0.8 meters
 AJ3753
 AJ3753  HISTORY     - Date     Condition        Report By
 AJ3753  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3753
 AJ3753                          STATION DESCRIPTION
 AJ3753
 AJ3753'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3753'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3753'OF PHOENIX, 16.5 MI (26.6 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3753'TOWNSHIP 3 SOUTH, RANGE 3 WEST, SECTION 26
 AJ3753'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3753'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3753'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHEAST
 AJ3753'AND BACK TO THE SOUTH AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR
 AJ3753'10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD
 AJ3753'AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3753'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3753'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE FOR 1.0
 AJ3753'MI (1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT
 AJ3753'ROAD (EL PASO NATURAL GAS COMPANY ROAD) AND DRIVE 2.1 MI (3.4 KM) TO A
 AJ3753'FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK ONTO ANOTHER SECTION THE
 AJ3753'PIPELINE ROAD AND DRIVE NORTHWEST FOR 4.85 MI (7.81 KM) TO A DIRT ROAD
 AJ3753'ON THE SOUTH SIDE OF THE PIPELINE ROAD, THENCE TURN LEFT (SOUTH) ONTO
 AJ3753'DIRT ROAD AND DRIVE 1.6 MI (2.6 KM) TO A CATTLE GUARD IN A FENCE,
 AJ3753'THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR 3.3 MI (5.3 KM) TO A
 AJ3753'DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND TRAVEL
 AJ3753'SOUTHEASTERLY FOR 0.7 MI (1.1 KM) TO A FENCE LINE, THENCE CONTINUE
 AJ3753'SOUTHEASTERLY FOR 2.1 MI (3.4 KM) TO A WILDLIFE WATERING HOLE AND THE
 AJ3753'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3753'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3753'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS
 AJ3753'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3753'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3753'STAMPED 3GE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3753'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3753'STATION TIES
 AJ3753'STATION IS 80 FT (24.4 M) EAST OF THE ROAD
 AJ3753'40 FT (12.2 M) NORTH OF THE FENCE
 AJ3753'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3753'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3773 ***********************************************************************
 AJ3773  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3773  DESIGNATION -  3GG2
 AJ3773  PID         -  AJ3773
 AJ3773  STATE/COUNTY-  AZ/MARICOPA
 AJ3773  USGS QUAD   -  COTTON CENTER (1973)
 AJ3773
 AJ3773                         *CURRENT SURVEY CONTROL
 AJ3773  ___________________________________________________________________
 AJ3773* NAD 83(1992)-  33 06 31.41553(N)    112 37 58.76033(W)     ADJUSTED  
 AJ3773* NAVD 88     -       273.03   (meters)     895.8    (feet)  GPS OBS   
 AJ3773  ___________________________________________________________________
 AJ3773  X           -  -2,058,092.425 (meters)                     COMP
 AJ3773  Y           -  -4,936,236.760 (meters)                     COMP
 AJ3773  Z           -   3,464,197.547 (meters)                     COMP
 AJ3773  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3773  ELLIP HEIGHT-         241.93  (meters)          (04/12/01) GPS OBS
 AJ3773  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3773
 AJ3773  HORZ ORDER  -  B
 AJ3773  ELLP ORDER  -  THIRD     CLASS II
 AJ3773
 AJ3773.The horizontal coordinates were established by GPS observations
 AJ3773.and adjusted by the National Geodetic Survey in April 2001..
 AJ3773
 AJ3773.The orthometric height was determined by GPS observations and a
 AJ3773.high-resolution geoid model using precise GPS observation and
 AJ3773.processing techniques.
 AJ3773
 AJ3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3773
 AJ3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3773
 AJ3773.The ellipsoidal height was determined by GPS observations
 AJ3773.and is referenced to NAD 83.
 AJ3773
 AJ3773.The geoid height was determined by GEOID03.
 AJ3773
 AJ3773;                    North         East     Units Scale Factor Converg.
 AJ3773;SPC AZ C     -   234,036.983   146,505.582   MT  0.99995509   -0 23 28.6
 AJ3773;SPC AZ C     -   767,837.87    480,661.36   iFT  0.99995509   -0 23 28.6
 AJ3773;UTM  12      - 3,664,526.719   347,631.965   MT  0.99988625   -0 53 31.8
 AJ3773
 AJ3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3773!SPC AZ C     -   0.99996202  x   0.99995509  =   0.99991711
 AJ3773!UTM  12      -   0.99996202  x   0.99988625  =   0.99984827
 AJ3773
 AJ3773                          SUPERSEDED SURVEY CONTROL
 AJ3773
 AJ3773.No superseded survey control is available for this station.
 AJ3773
 AJ3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4763264527(NAD 83)
 AJ3773_MARKER: I = METAL ROD
 AJ3773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3773_STAMPING: 3GG2 1999
 AJ3773_MARK LOGO: MCDOT 
 AJ3773_PROJECTION: FLUSH
 AJ3773_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3773+STABILITY: POSITION/ELEVATION WELL
 AJ3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3773+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3773_ROD/PIPE-DEPTH:  7.3 meters
 AJ3773_SLEEVE-DEPTH  :  0.8 meters
 AJ3773
 AJ3773  HISTORY     - Date     Condition        Report By
 AJ3773  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3773
 AJ3773                          STATION DESCRIPTION
 AJ3773
 AJ3773'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3773'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3773'CITY OF PHOENIX, 18 MI (29.0 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3773'BUCKEYE, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SECTION 2
 AJ3773'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3773'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3773'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 21.4 MI (34.4
 AJ3773'KM) TO MILE POST 133, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.8
 AJ3773'MI (1.3 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT
 AJ3773'ROAD, PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND DRIVE 0.3 MI
 AJ3773'(0.5 KM) NORTHEASTERLY TO A WASH CROSSING THE ROAD, THENCE CONTINUE
 AJ3773'EAST ON THE DIRT FOR 0.1 MI (0.2 KM) TO ANOTHER WASH CROSSING THE
 AJ3773'ROAD, THENCE CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AJ3773'WITH ANOTHER DIRT ROAD AND A WELL AND A CORRAL ON THE SOUTH EAST
 AJ3773'CORNER, THENCE CONTINUE EAST FOR 0.3 MI (0.5 KM) TO NORTH-SOUTH
 AJ3773'OVERHEAD POWER LINES, THENCE CONTINUE EASTERLY ON THE DIRT ROAD,
 AJ3773'PASSING UNDER THE POWER LINES, FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3773'THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3773'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3773'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS
 AJ3773'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3773'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3773'COVER, STAMPED 3GG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3773'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3773'STATION TIES
 AJ3773'THE STATION IS 210 FT (64.0 M) WEST SOUTHWEST OF A BUREAU OF LAND
 AJ3773'MANAGEMENT BRASS CAP, EAST 1/4 CORNER OF SECTION 2, TOWNSHIP 4 SOUTH,
 AJ3773'RANGE 4 WEST, WHICH IS ON THE NORTH SIDE OF THE ROAD
 AJ3773'25 FT (7.6 M) SOUTH OF THE DIRT ROAD
 AJ3773'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3773'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3772 ***********************************************************************
 AJ3772  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3772  DESIGNATION -  3GI1
 AJ3772  PID         -  AJ3772
 AJ3772  STATE/COUNTY-  AZ/MARICOPA
 AJ3772  USGS QUAD   -  COTTON CENTER (1973)
 AJ3772
 AJ3772                         *CURRENT SURVEY CONTROL
 AJ3772  ___________________________________________________________________
 AJ3772* NAD 83(1992)-  33 06 51.94673(N)    112 43 03.03629(W)     ADJUSTED  
 AJ3772* NAVD 88     -       220.91   (meters)     724.8    (feet)  GPS OBS   
 AJ3772  ___________________________________________________________________
 AJ3772  X           -  -2,065,221.649 (meters)                     COMP
 AJ3772  Y           -  -4,932,836.284 (meters)                     COMP
 AJ3772  Z           -   3,464,698.841 (meters)                     COMP
 AJ3772  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3772  ELLIP HEIGHT-         189.72  (meters)          (04/12/01) GPS OBS
 AJ3772  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AJ3772
 AJ3772  HORZ ORDER  -  B
 AJ3772  ELLP ORDER  -  THIRD     CLASS II
 AJ3772
 AJ3772.The horizontal coordinates were established by GPS observations
 AJ3772.and adjusted by the National Geodetic Survey in April 2001..
 AJ3772
 AJ3772.The orthometric height was determined by GPS observations and a
 AJ3772.high-resolution geoid model using precise GPS observation and
 AJ3772.processing techniques.
 AJ3772
 AJ3772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3772
 AJ3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3772
 AJ3772.The ellipsoidal height was determined by GPS observations
 AJ3772.and is referenced to NAD 83.
 AJ3772
 AJ3772.The geoid height was determined by GEOID03.
 AJ3772
 AJ3772;                    North         East     Units Scale Factor Converg.
 AJ3772;SPC AZ C     -   234,726.510   138,621.853   MT  0.99996885   -0 26 15.1
 AJ3772;SPC AZ C     -   770,100.10    454,796.11   iFT  0.99996885   -0 26 15.1
 AJ3772;UTM  12      - 3,665,285.097   339,755.043   MT  0.99991661   -0 56 18.6
 AJ3772
 AJ3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3772!SPC AZ C     -   0.99997022  x   0.99996885  =   0.99993907
 AJ3772!UTM  12      -   0.99997022  x   0.99991661  =   0.99988683
 AJ3772
 AJ3772                          SUPERSEDED SURVEY CONTROL
 AJ3772
 AJ3772.No superseded survey control is available for this station.
 AJ3772
 AJ3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3975565285(NAD 83)
 AJ3772_MARKER: I = METAL ROD
 AJ3772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3772_STAMPING: 3GI1 1999
 AJ3772_MARK LOGO: MCDOT 
 AJ3772_PROJECTION: FLUSH
 AJ3772_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3772+STABILITY: POSITION/ELEVATION WELL
 AJ3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3772+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3772_ROD/PIPE-DEPTH:  5.0 meters
 AJ3772_SLEEVE-DEPTH  :  0.8 meters
 AJ3772
 AJ3772  HISTORY     - Date     Condition        Report By
 AJ3772  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3772
 AJ3772                          STATION DESCRIPTION
 AJ3772
 AJ3772'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3772'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3772'CITY OF PHOENIX, 19 MI (30.6 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3772'BUCKEYE, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3772'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3772'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3772'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3772'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3772'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ON WOODS ROAD AND
 AJ3772'DRIVE FOR 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT (SOUTH)
 AJ3772'ONTO OLD HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT ROAD,
 AJ3772'THENCE TURN RIGHT (WEST) ON PIER POINT ROAD AND DRIVE FOR 1.3 MI (2.1
 AJ3772'KM) TO THE GILA RIVER, THENCE PASS OVER THE GILA RIVER AND DRIVE FOR
 AJ3772'1.0 MI (1.6 KM) TO ENTERPRISE ROAD, THENCE TURN RIGHT (NORTH) ON
 AJ3772'ENTERPRISE ROAD AND DRIVE 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD
 AJ3772'TURNS TO THE WEST, THENCE CONTINUE ON ENTERPRISE ROAD WEST FOR 0.2 MI
 AJ3772'(0.3 KM) TO WHERE IT TURNS NORTH AGAIN, THENCE CONTINUE NORTH ON
 AJ3772'ENTERPRISE ROAD FOR 0.4 MI (0.6 KM) TO A WELL ON THE RIGHT (EAST) SIDE
 AJ3772'OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR 0.9 MI (1.4
 AJ3772'KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (EAST) AND DRIVE
 AJ3772'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE
 AJ3772'ROAD
 AJ3772'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3772'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16.3 FOOT (5.0 M) STAINLESS
 AJ3772'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3772'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3772'COVER, STAMPED 3GI1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3772'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3772'STATION TIES
 AJ3772'THE STATION IS 35 FT (10.7 M) SOUTH OF THE DIRT ROAD
 AJ3772'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3772'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3776 ***********************************************************************
 AJ3776  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3776  DESIGNATION -  3GK2
 AJ3776  PID         -  AJ3776
 AJ3776  STATE/COUNTY-  AZ/MARICOPA
 AJ3776  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3776
 AJ3776                         *CURRENT SURVEY CONTROL
 AJ3776  ___________________________________________________________________
 AJ3776* NAD 83(1992)-  33 06 55.93533(N)    112 45 53.55216(W)     ADJUSTED  
 AJ3776* NAVD 88     -       288.07   (meters)     945.1    (feet)  GPS OBS   
 AJ3776  ___________________________________________________________________
 AJ3776  X           -  -2,069,294.630 (meters)                     COMP
 AJ3776  Y           -  -4,931,117.278 (meters)                     COMP
 AJ3776  Z           -   3,464,838.456 (meters)                     COMP
 AJ3776  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AJ3776  ELLIP HEIGHT-         256.88  (meters)          (04/12/01) GPS OBS
 AJ3776  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AJ3776
 AJ3776  HORZ ORDER  -  B
 AJ3776  ELLP ORDER  -  THIRD     CLASS II
 AJ3776
 AJ3776.The horizontal coordinates were established by GPS observations
 AJ3776.and adjusted by the National Geodetic Survey in April 2001..
 AJ3776
 AJ3776.The orthometric height was determined by GPS observations and a
 AJ3776.high-resolution geoid model using precise GPS observation and
 AJ3776.processing techniques.
 AJ3776
 AJ3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3776
 AJ3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3776
 AJ3776.The ellipsoidal height was determined by GPS observations
 AJ3776.and is referenced to NAD 83.
 AJ3776
 AJ3776.The geoid height was determined by GEOID03.
 AJ3776
 AJ3776;                    North         East     Units Scale Factor Converg.
 AJ3776;SPC AZ C     -   234,884.136   134,202.366   MT  0.99997723   -0 27 48.3
 AJ3776;SPC AZ C     -   770,617.24    440,296.48   iFT  0.99997723   -0 27 48.3
 AJ3776;UTM  12      - 3,665,481.351   335,337.313   MT  0.99993431   -0 57 51.9
 AJ3776
 AJ3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3776!SPC AZ C     -   0.99995967  x   0.99997723  =   0.99993690
 AJ3776!UTM  12      -   0.99995967  x   0.99993431  =   0.99989398
 AJ3776
 AJ3776                          SUPERSEDED SURVEY CONTROL
 AJ3776
 AJ3776.No superseded survey control is available for this station.
 AJ3776
 AJ3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3533765481(NAD 83)
 AJ3776_MARKER: I = METAL ROD
 AJ3776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3776_STAMPING: 3GK2 1999
 AJ3776_MARK LOGO: MCDOT 
 AJ3776_PROJECTION: FLUSH
 AJ3776_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3776+STABILITY: POSITION/ELEVATION WELL
 AJ3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3776+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3776_ROD/PIPE-DEPTH:  4.6 meters
 AJ3776_SLEEVE-DEPTH  :  0.8 meters
 AJ3776
 AJ3776  HISTORY     - Date     Condition        Report By
 AJ3776  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3776
 AJ3776                          STATION DESCRIPTION
 AJ3776
 AJ3776'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3776'THE STATION IS LOCATED APPROXIMATELY 46 MI (74.0 KM) SOUTHWEST OF THE
 AJ3776'CITY OF PHOENIX, 11 MI (17.7 KM) NORTH NORTHWEST OF THE TOWN OF GILA
 AJ3776'BEND, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SECTION 3
 AJ3776'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3776'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3776'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3776'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3776'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ONTO WOODS ROAD
 AJ3776'AND DRIVE 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT (SOUTH)
 AJ3776'ONTO OLD HIGHWAY 80 AND DRIVE 3.0 MI (4.8 KM) TO PIER POINT ROAD,
 AJ3776'THENCE TURN RIGHT (WEST) ONTO PIER POINT ROAD AND DRIVE 1.3 MI (2.1
 AJ3776'KM) TO THE GILA RIVER, THENCE CONTINUE WEST ON PIER POINT ROAD,
 AJ3776'CROSSING OVER THE GILA RIVER, FOR 1.0 MI (1.6 KM) TO ENTERPRISE ROAD,
 AJ3776'THENCE TURN RIGHT (NORTH) ONTO ENTERPRISE ROAD AND DRIVE 1.0 MI (1.6
 AJ3776'KM) TO A WELL ON THE RIGHT (EAST) SIDE OF THE ROAD, THENCE CONTINUE
 AJ3776'NORTH ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO ANOTHER WELL ON THE
 AJ3776'RIGHT (EAST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE
 AJ3776'ROAD FOR 1.5 MI (2.4 KM) TO CITRUS VALLEY ROAD, THENCE TURN LEFT
 AJ3776'(WEST) ONTO CITRUS VALLEY ROAD AND DRIVE WESTERLY FOR 3.3 MI (5.3 KM)
 AJ3776'TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD, A FENCE LINE
 AJ3776'WITH A CATTLE GUARD IS 0.2 MI (0.3 KM) FARTHER TO THE WEST
 AJ3776'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3776'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS
 AJ3776'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3776'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3776'STAMPED 3GK2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3776'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3776'STATION TIES
 AJ3776'THE STATION IS 45 FT (13.7 M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3776'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3776'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3940 ***********************************************************************
 AJ3940  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3940  DESIGNATION -  3GO2
 AJ3940  PID         -  AJ3940
 AJ3940  STATE/COUNTY-  AZ/MARICOPA
 AJ3940  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3940
 AJ3940                         *CURRENT SURVEY CONTROL
 AJ3940  ___________________________________________________________________
 AJ3940* NAD 83(1992)-  33 07 40.47481(N)    113 02 11.42760(W)     ADJUSTED  
 AJ3940* NAVD 88     -       220.79   (meters)     724.4    (feet)  GPS OBS   
 AJ3940  ___________________________________________________________________
 AJ3940  X           -  -2,092,333.583 (meters)                     COMP
 AJ3940  Y           -  -4,920,509.655 (meters)                     COMP
 AJ3940  Z           -   3,465,950.833 (meters)                     COMP
 AJ3940  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AJ3940  ELLIP HEIGHT-         189.44  (meters)          (04/12/01) GPS OBS
 AJ3940  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3940
 AJ3940  HORZ ORDER  -  B
 AJ3940  ELLP ORDER  -  THIRD     CLASS II
 AJ3940
 AJ3940.The horizontal coordinates were established by GPS observations
 AJ3940.and adjusted by the National Geodetic Survey in April 2001..
 AJ3940
 AJ3940.The orthometric height was determined by GPS observations and a
 AJ3940.high-resolution geoid model using precise GPS observation and
 AJ3940.processing techniques.
 AJ3940
 AJ3940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3940
 AJ3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3940
 AJ3940.The ellipsoidal height was determined by GPS observations
 AJ3940.and is referenced to NAD 83.
 AJ3940
 AJ3940.The geoid height was determined by GEOID03.
 AJ3940
 AJ3940;                    North         East     Units Scale Factor Converg.
 AJ3940;SPC AZ C     -   236,494.139   108,866.275   MT  1.00003458   -0 36 43.4
 AJ3940;SPC AZ C     -   775,899.41    357,172.82   iFT  1.00003458   -0 36 43.4
 AJ3940;UTM  12      - 3,667,312.854   310,016.683   MT  1.00004504   -1 06 47.9
 AJ3940
 AJ3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3940!SPC AZ C     -   0.99997026  x   1.00003458  =   1.00000484
 AJ3940!UTM  12      -   0.99997026  x   1.00004504  =   1.00001530
 AJ3940
 AJ3940                          SUPERSEDED SURVEY CONTROL
 AJ3940
 AJ3940.No superseded survey control is available for this station.
 AJ3940
 AJ3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1001767313(NAD 83)
 AJ3940_MARKER: I = METAL ROD
 AJ3940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3940_STAMPING: 3GO2 1999
 AJ3940_MARK LOGO: MCDOT 
 AJ3940_PROJECTION: FLUSH
 AJ3940_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3940+STABILITY: POSITION/ELEVATION WELL
 AJ3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3940+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3940_ROD/PIPE-DEPTH:  3.8 meters
 AJ3940_SLEEVE-DEPTH  :  0.8 meters
 AJ3940
 AJ3940  HISTORY     - Date     Condition        Report By
 AJ3940  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3940
 AJ3940                          STATION DESCRIPTION
 AJ3940
 AJ3940'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3940'THE STATION IS LOCATED ABOUT 22.5 MI (36.2 KM) WEST-NORTHWEST OF THE
 AJ3940'TOWN OF GILA BEND, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3940'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3940'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3940'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3940'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (A GRADED DIRT ROAD HEADING
 AJ3940'EAST) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3940'1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON
 AJ3940'PAINTED ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST
 AJ3940'ROAD IS ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE
 AJ3940'SOUTH OF THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3940'ROAD FOR 3.6 MI (5.8 KM) TO POCO DINERO ROAD (A GRADED DIRT ROAD) ON
 AJ3940'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO POCO DINERO ROAD AND
 AJ3940'DRIVE NORTHWEST FOR 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3940'NORTHWEST ON POCO DINERO ROAD FOR 0.5 MI (0.8 KM) TO THE GILA RIVER,
 AJ3940'THENCE CONTINUE NORTHWEST ACROSS THE GILA RIVER ON POCO DINERO ROAD
 AJ3940'FOR 0.2 MI (0.3 KM) TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3940'WEST, THENCE CONTINUE WEST ON POCO DINERO ROAD THROUGH GATE FOR 0.7 MI
 AJ3940'(1.1 KM) TO AN OLD FEED LOT ON YOUR LEFT (SOUTH) , THENCE CONTINUE
 AJ3940'WEST ON POCO DINERO ROAD FOR 0.2 MI (0.3 KM) TO A GROUP OF HOUSES ON
 AJ3940'YOUR LEFT (SOUTH) AND TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3940'NORTH ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) AND CONTINUE
 AJ3940'ON POCO DINERO ROAD THROUGH GATE FOR 0.5 MI (0.8 KM) TO AN UNMARKED
 AJ3940'DIRT ROAD ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT
 AJ3940'ROAD AND DRIVE EASTERLY FOR 0.4 MI (0.6 KM) TO A WASH BEARING NORTH
 AJ3940'AND SOUTH, THENCE CONTINUE EASTERLY ON DIRT ROAD THROUGH WASH FOR 0.3
 AJ3940'MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (SOUTH) , THENCE
 AJ3940'CONTINUE EASTERLY ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO A WASH BEARING
 AJ3940'NORTH AND SOUTH, THENCE CONTINUE EASTERLY ON DIRT ROAD THROUGH WASH
 AJ3940'FOR 0.1 MI (0.2 KM) TO A WASH BEARING NORTH AND SOUTH, THENCE CONTINUE
 AJ3940'EASTERLY ON DIRT ROAD THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED
 AJ3940'DIRT ROAD ON YOUR LEFT (NORTH) , THENCE CONTINUE EASTERLY ON DIRT ROAD
 AJ3940'FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (NORTH)
 AJ3940'(OVERHEAD ELECTRIC LINES BEAR NORTHEAST AND SOUTHWEST ACROSS DIRT
 AJ3940'ROAD) , THENCE TURN LEFT (NORTH) ON TO DIRT ROAD AND DRIVE
 AJ3940'NORTHEASTERLY FOR 0.3 MI (0.5 KM) TO A WASH BEARING NORTHWEST AND
 AJ3940'SOUTHEAST, THENCE CONTINUE NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3940'0.2 MI (0.3 KM) TO A WASH BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3940'CONTINUE NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR 0.2 MI (0.3 KM)
 AJ3940'TO A WASH BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3940'NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR 0.1 MI (0.2 KM) TO A WASH
 AJ3940'BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE NORTHEASTERLY ON DIRT
 AJ3940'ROAD THROUGH WASH FOR 1.5 MI (2.4 KM) TO THE STATION ON YOUR RIGHT
 AJ3940'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3940'COMPRESSED ON A 12.6 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3940'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3940'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3GO2 1999, SURROUNDED
 AJ3940'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3940'CARSONITE MARKER
 AJ3940'STATION TIES
 AJ3940'234 FT (71.3 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3940'43 FT (13.1 M) WEST OF WEST TOP OF WASH
 AJ3940'12.0 FT (3.7 M) EAST OF CARSONITE WITNESS POST
 AJ3940'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3940'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3967 ***********************************************************************
 AJ3967  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3967  DESIGNATION -  3GQ3
 AJ3967  PID         -  AJ3967
 AJ3967  STATE/COUNTY-  AZ/MARICOPA
 AJ3967  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3967
 AJ3967                         *CURRENT SURVEY CONTROL
 AJ3967  ___________________________________________________________________
 AJ3967* NAD 83(1992)-  33 06 27.42784(N)    113 08 01.92544(W)     ADJUSTED  
 AJ3967* NAVD 88     -       205.81   (meters)     675.2    (feet)  GPS OBS   
 AJ3967  ___________________________________________________________________
 AJ3967  X           -  -2,101,169.899 (meters)                     COMP
 AJ3967  Y           -  -4,918,066.206 (meters)                     COMP
 AJ3967  Z           -   3,464,057.731 (meters)                     COMP
 AJ3967  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AJ3967  ELLIP HEIGHT-         174.36  (meters)          (04/12/01) GPS OBS
 AJ3967  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AJ3967
 AJ3967  HORZ ORDER  -  B
 AJ3967  ELLP ORDER  -  THIRD     CLASS II
 AJ3967
 AJ3967.The horizontal coordinates were established by GPS observations
 AJ3967.and adjusted by the National Geodetic Survey in April 2001..
 AJ3967
 AJ3967.The orthometric height was determined by GPS observations and a
 AJ3967.high-resolution geoid model using precise GPS observation and
 AJ3967.processing techniques.
 AJ3967
 AJ3967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3967
 AJ3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3967
 AJ3967.The ellipsoidal height was determined by GPS observations
 AJ3967.and is referenced to NAD 83.
 AJ3967
 AJ3967.The geoid height was determined by GEOID03.
 AJ3967
 AJ3967;                    North         East     Units Scale Factor Converg.
 AJ3967;SPC AZ C     -   234,345.050    99,754.791   MT  1.00005908   -0 39 53.7
 AJ3967;SPC AZ C     -   768,848.59    327,279.50   iFT  1.00005908   -0 39 53.7
 AJ3967;UTM  12      - 3,665,243.497   300,886.568   MT  1.00008885   -1 09 57.4
 AJ3967
 AJ3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3967!SPC AZ C     -   0.99997263  x   1.00005908  =   1.00003170
 AJ3967!UTM  12      -   0.99997263  x   1.00008885  =   1.00006147
 AJ3967
 AJ3967                          SUPERSEDED SURVEY CONTROL
 AJ3967
 AJ3967.No superseded survey control is available for this station.
 AJ3967
 AJ3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0088765243(NAD 83)
 AJ3967_MARKER: I = METAL ROD
 AJ3967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3967_STAMPING: 3GQ3 12-1999
 AJ3967_MARK LOGO: MCDOT 
 AJ3967_PROJECTION: FLUSH
 AJ3967_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3967+STABILITY: POSITION/ELEVATION WELL
 AJ3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3967+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3967_ROD/PIPE-DEPTH:  3.0 meters
 AJ3967_SLEEVE-DEPTH  :  0.8 meters
 AJ3967
 AJ3967  HISTORY     - Date     Condition        Report By
 AJ3967  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3967
 AJ3967                          STATION DESCRIPTION
 AJ3967
 AJ3967'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3967'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH-NORTHEAST OF THE
 AJ3967'TOWN OF SENTINEL, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3967'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3967'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3967'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3967'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3967'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3967'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3967'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3967'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3967'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3967'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3967'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3967'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3967'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3967'POINT ROAD) FOR 5.4 MI (8.7 KM) TO THE STATION ON YOUR RIGHT
 AJ3967'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3967'COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3967'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3967'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GQ3 12-1999, SURROUNDED WITH
 AJ3967'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3967'CARSONITE MARKER
 AJ3967'STATION TIES
 AJ3967'60 FT (18.3 M) SOUTHEAST OF CENTERLINE OF SADDLE ROAD
 AJ3967'4.7 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3967'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3967'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3932 ***********************************************************************
 AJ3932  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3932  DESIGNATION -  3GS3
 AJ3932  PID         -  AJ3932
 AJ3932  STATE/COUNTY-  AZ/MARICOPA
 AJ3932  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3932
 AJ3932                         *CURRENT SURVEY CONTROL
 AJ3932  ___________________________________________________________________
 AJ3932* NAD 83(1992)-  33 07 01.63865(N)    113 14 16.22710(W)     ADJUSTED  
 AJ3932* NAVD 88     -       224.26   (meters)     735.8    (feet)  GPS OBS   
 AJ3932  ___________________________________________________________________
 AJ3932  X           -  -2,109,869.973 (meters)                     COMP
 AJ3932  Y           -  -4,913,730.246 (meters)                     COMP
 AJ3932  Z           -   3,464,950.560 (meters)                     COMP
 AJ3932  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3932  ELLIP HEIGHT-         192.70  (meters)          (04/12/01) GPS OBS
 AJ3932  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 AJ3932
 AJ3932  HORZ ORDER  -  B
 AJ3932  ELLP ORDER  -  THIRD     CLASS II
 AJ3932
 AJ3932.The horizontal coordinates were established by GPS observations
 AJ3932.and adjusted by the National Geodetic Survey in April 2001..
 AJ3932
 AJ3932.The orthometric height was determined by GPS observations and a
 AJ3932.high-resolution geoid model using precise GPS observation and
 AJ3932.processing techniques.
 AJ3932
 AJ3932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3932
 AJ3932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3932
 AJ3932.The ellipsoidal height was determined by GPS observations
 AJ3932.and is referenced to NAD 83.
 AJ3932
 AJ3932.The geoid height was determined by GEOID03.
 AJ3932
 AJ3932;                    North         East     Units Scale Factor Converg.
 AJ3932;SPC AZ C     -   235,516.445    90,063.304   MT  1.00008738   -0 43 18.9
 AJ3932;SPC AZ C     -   772,691.75    295,483.28   iFT  1.00008738   -0 43 18.9
 AJ3932;UTM  12      - 3,666,499.654   291,205.309   MT  1.00013754   -1 13 23.1
 AJ3932
 AJ3932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3932!SPC AZ C     -   0.99996975  x   1.00008738  =   1.00005712
 AJ3932!UTM  12      -   0.99996975  x   1.00013754  =   1.00010728
 AJ3932
 AJ3932                          SUPERSEDED SURVEY CONTROL
 AJ3932
 AJ3932.No superseded survey control is available for this station.
 AJ3932
 AJ3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9120566500(NAD 83)
 AJ3932_MARKER: I = METAL ROD
 AJ3932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3932_STAMPING: 3GS3
 AJ3932_MARK LOGO: MCDOT 
 AJ3932_PROJECTION: FLUSH
 AJ3932_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3932+STABILITY: POSITION/ELEVATION WELL
 AJ3932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3932+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3932_ROD/PIPE-DEPTH:  5.2 meters
 AJ3932_SLEEVE-DEPTH  :  0.8 meters
 AJ3932
 AJ3932  HISTORY     - Date     Condition        Report By
 AJ3932  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3932
 AJ3932                          STATION DESCRIPTION
 AJ3932
 AJ3932'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3932'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH OF THE TOWN OF
 AJ3932'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 36
 AJ3932'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3932'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3932'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3932'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3932'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3932'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3932'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3932'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3932'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3932'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3932'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3932'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3932'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3932'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3932'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3932'DIRT ROAD/TRAIL) , THENCE CONTINUE EAST ON DIRT ROAD/TRAIL (BARBED
 AJ3932'WIRE FENCE RUNS ALONG SOUTH SIDE OF DIRT ROAD/TRAIL) FOR 1.5 MI (2.4
 AJ3932'KM) TO THE STATION ON YOUR LEFT
 AJ3932'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3932'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3932'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3932'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GS3 SURROUNDED WITH A
 AJ3932'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3932'MARKER
 AJ3932'STATION TIES
 AJ3932'100 FT (30.5 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER
 AJ3932'SECTION 36, TOWNSHIP 3 SOUTH, RANGE 10 WEST
 AJ3932'75.5 FT (23.0 M) NORTH OF BARBED WIRE FENCE
 AJ3932'68 FT (20.7 M) NORTH OF CENTERLINE OF DIRT ROAD/TRAIL
 AJ3932'5.0 FT (1.5 M) SOUTH OF CARSONITE WITNESS POST
 AJ3932'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3932'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3931 ***********************************************************************
 AJ3931  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3931  DESIGNATION -  3GU1
 AJ3931  PID         -  AJ3931
 AJ3931  STATE/COUNTY-  AZ/YUMA
 AJ3931  USGS QUAD   -  HYDER SE (1982)
 AJ3931
 AJ3931                         *CURRENT SURVEY CONTROL
 AJ3931  ___________________________________________________________________
 AJ3931* NAD 83(1992)-  33 07 03.08677(N)    113 20 27.56607(W)     ADJUSTED  
 AJ3931* NAVD 88     -       223.94   (meters)     734.7    (feet)  GPS OBS   
 AJ3931  ___________________________________________________________________
 AJ3931  X           -  -2,118,702.924 (meters)                     COMP
 AJ3931  Y           -  -4,909,901.117 (meters)                     COMP
 AJ3931  Z           -   3,464,987.654 (meters)                     COMP
 AJ3931  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3931  ELLIP HEIGHT-         192.20  (meters)          (04/12/01) GPS OBS
 AJ3931  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 AJ3931
 AJ3931  HORZ ORDER  -  B
 AJ3931  ELLP ORDER  -  THIRD     CLASS II
 AJ3931
 AJ3931.The horizontal coordinates were established by GPS observations
 AJ3931.and adjusted by the National Geodetic Survey in April 2001..
 AJ3931
 AJ3931.The orthometric height was determined by GPS observations and a
 AJ3931.high-resolution geoid model using precise GPS observation and
 AJ3931.processing techniques.
 AJ3931
 AJ3931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3931
 AJ3931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3931
 AJ3931.The ellipsoidal height was determined by GPS observations
 AJ3931.and is referenced to NAD 83.
 AJ3931
 AJ3931.The geoid height was determined by GEOID03.
 AJ3931
 AJ3931;                    North         East     Units Scale Factor Converg.
 AJ3931;SPC AZ W     -   234,866.572   251,530.077   MT  0.99995129   +0 13 24.5
 AJ3931;SPC AZ W     -   770,559.62    825,229.91   iFT  0.99995129   +0 13 24.5
 AJ3931;UTM  12      - 3,666,754.527   281,580.119   MT  1.00018825   -1 16 46.3
 AJ3931
 AJ3931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3931!SPC AZ W     -   0.99996983  x   0.99995129  =   0.99992112
 AJ3931!UTM  12      -   0.99996983  x   1.00018825  =   1.00015807
 AJ3931
 AJ3931                          SUPERSEDED SURVEY CONTROL
 AJ3931
 AJ3931.No superseded survey control is available for this station.
 AJ3931
 AJ3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8158066755(NAD 83)
 AJ3931_MARKER: I = METAL ROD
 AJ3931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3931_STAMPING: 3GU1
 AJ3931_MARK LOGO: MCDOT 
 AJ3931_PROJECTION: FLUSH
 AJ3931_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3931+STABILITY: POSITION/ELEVATION WELL
 AJ3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3931+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3931_ROD/PIPE-DEPTH:  7.0 meters
 AJ3931_SLEEVE-DEPTH  :  0.8 meters
 AJ3931
 AJ3931  HISTORY     - Date     Condition        Report By
 AJ3931  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3931
 AJ3931                          STATION DESCRIPTION
 AJ3931
 AJ3931'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3931'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) NORTH-NORTHWEST OF THE
 AJ3931'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 11 WEST, SECTION 36
 AJ3931'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3931'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3931'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3931'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3931'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3931'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3931'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3931'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3931'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3931'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3931'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3931'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3931'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3931'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3931'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3931'ROAD (A GRADED DIRT ROAD) , THENCE TURN LEFT (WEST) ON TO LAHMAN ROAD
 AJ3931'AND DRIVE FOR 1.0 MI (1.6 KM) TO 587TH AVENUE (A DIRT ROAD) , THENCE
 AJ3931'TURN RIGHT (NORTH) ON TO 587TH AVENUE AND DRIVE FOR 150 FT (45.7 M) TO
 AJ3931'A DIRT FARM ROAD, THENCE TURN LEFT (WEST) ON TO DIRT FARM ROAD AND
 AJ3931'DRIVE 100 FT (30.5 M) TO THE STATION ON YOUR RIGHT
 AJ3931'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3931'COMPRESSED ON A 23.0 FT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3931'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3931'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GU1, SURROUNDED WITH A
 AJ3931'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3931'MARKER
 AJ3931'STATION TIES
 AJ3931'150 FT (45.7 M) NORTH OF CENTERLINE OF LAHMAN ROAD
 AJ3931'100 FT (30.5 M) WEST OF CENTERLINE OF 587TH AVENUE
 AJ3931'22.5 FT (6.9 M) NORTH OF NORTH TOP OF DIRT DITCH BEARING WEST
 AJ3931'4.6 FT (1.4 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3931'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3931'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3802 ***********************************************************************
 AJ3802  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3802  DESIGNATION -  3HB2
 AJ3802  PID         -  AJ3802
 AJ3802  STATE/COUNTY-  AZ/MARICOPA
 AJ3802  USGS QUAD   -  MOBILE (1978)
 AJ3802
 AJ3802                         *CURRENT SURVEY CONTROL
 AJ3802  ___________________________________________________________________
 AJ3802* NAD 83(1992)-  33 04 20.69209(N)    112 21 09.37376(W)     ADJUSTED  
 AJ3802* NAVD 88     -       405.62   (meters)    1330.8    (feet)  GPS OBS   
 AJ3802  ___________________________________________________________________
 AJ3802  X           -  -2,034,790.308 (meters)                     COMP
 AJ3802  Y           -  -4,948,385.884 (meters)                     COMP
 AJ3802  Z           -   3,460,895.972 (meters)                     COMP
 AJ3802  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AJ3802  ELLIP HEIGHT-         374.97  (meters)          (04/12/01) GPS OBS
 AJ3802  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3802
 AJ3802  HORZ ORDER  -  B
 AJ3802  ELLP ORDER  -  THIRD     CLASS II
 AJ3802
 AJ3802.The horizontal coordinates were established by GPS observations
 AJ3802.and adjusted by the National Geodetic Survey in April 2001..
 AJ3802
 AJ3802.The orthometric height was determined by GPS observations and a
 AJ3802.high-resolution geoid model using precise GPS observation and
 AJ3802.processing techniques.
 AJ3802
 AJ3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3802
 AJ3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3802
 AJ3802.The ellipsoidal height was determined by GPS observations
 AJ3802.and is referenced to NAD 83.
 AJ3802
 AJ3802.The geoid height was determined by GEOID03.
 AJ3802
 AJ3802;                    North         East     Units Scale Factor Converg.
 AJ3802;SPC AZ C     -   229,866.372   172,657.495   MT  0.99992042   -0 14 16.4
 AJ3802;SPC AZ C     -   754,154.76    566,461.60   iFT  0.99992042   -0 14 16.4
 AJ3802;UTM  12      - 3,660,128.205   373,743.925   MT  0.99979654   -0 44 17.6
 AJ3802
 AJ3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3802!SPC AZ C     -   0.99994113  x   0.99992042  =   0.99986156
 AJ3802!UTM  12      -   0.99994113  x   0.99979654  =   0.99973769
 AJ3802
 AJ3802                          SUPERSEDED SURVEY CONTROL
 AJ3802
 AJ3802.No superseded survey control is available for this station.
 AJ3802
 AJ3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7374460128(NAD 83)
 AJ3802_MARKER: I = METAL ROD
 AJ3802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3802_STAMPING: 3HB2 11-1999
 AJ3802_MARK LOGO: MCDOT 
 AJ3802_PROJECTION: FLUSH
 AJ3802_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3802+STABILITY: POSITION/ELEVATION WELL
 AJ3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3802+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3802_ROD/PIPE-DEPTH:  6.2 meters
 AJ3802_SLEEVE-DEPTH  :  0.8 meters
 AJ3802
 AJ3802  HISTORY     - Date     Condition        Report By
 AJ3802  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3802
 AJ3802                          STATION DESCRIPTION
 AJ3802
 AJ3802'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3802'THE STATION IS LOCATED APROXIMATELY 30 MI (48.3 KM) SOUTHWEST OF THE
 AJ3802'CITY OF PHOENIX, 24 MI (38.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3802'TOWNSHIP 4 SOUTH, RANGE 1 WEST, SECTION 22
 AJ3802'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3802'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3802'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS EAST THEN
 AJ3802'SOUTH AGAIN AT THE GILA RIVER, BECOMING TUTHILL ROAD) FOR 10.2 TO RAY
 AJ3802'ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE 1.0 MI (1.6 KM)
 AJ3802'TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO RAINBOW VALLEY
 AJ3802'ROAD (TURNS TO DIRT) AND DRIVE FOR 9.5 MI (15.3 KM) TO PATTERSON ROAD,
 AJ3802'THENCE TURN LEFT (EAST) ONTO PATTERSON ROAD AND DRIVE FOR 4.1 MI (6.6
 AJ3802'KM) TO BULLARD ROAD, THENCE TURN RIGHT ONTO BULLARD ROAD
 AJ3802'(331112N-1122231W) AND DRIVE FOR 4.8 MI (7.7 KM) TO A POINT WHERE THE
 AJ3802'TURNS LEFT, THENCE MAKE THE TURN LEFT (EAST) AND DRIVE FOR 1.4 MI (2.3
 AJ3802'KM) TO AN OPEN GATE AND CATTLE GUARD, THENCE PASS THROUGH THE GATE AND
 AJ3802'DRIVE SOUTHEAST ON THE EL PASO NATURAL GAS COMPANY ROAD FOR 0.5 MI
 AJ3802'(0.8 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (SOUTHWEST) ONTO THE
 AJ3802'DIRT ROAD (330655N-1122043W) AND DRIVE FOR 2.2 MI (3.5 KM) TO THE
 AJ3802'STATION ON THE LEFT (SOUTHEAST) SIDE OF THE ROAD
 AJ3802'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3802'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20.5 FOOT (6.2 M) STAINLESS
 AJ3802'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3802'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3802'STAMPED 3HB2 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3802'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3802'STATION TIES
 AJ3802'THE STATION IS 50 FT (15.2 M) SOUTHEAST OF THE DIRT ROAD
 AJ3802'3.8 FT (1.2 M) WEST OF THE CARSONITE MARKER
 AJ3802'FOR A TO REACH MAP, STATION IMAGES AND ADDIITIONAL INFORMATION, VISIT
 AJ3802'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3755 ***********************************************************************
 AJ3755  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3755  DESIGNATION -  3HD2
 AJ3755  PID         -  AJ3755
 AJ3755  STATE/COUNTY-  AZ/MARICOPA
 AJ3755  USGS QUAD   -  BUTTERFIELD PASS (1973)
 AJ3755
 AJ3755                         *CURRENT SURVEY CONTROL
 AJ3755  ___________________________________________________________________
 AJ3755* NAD 83(1992)-  33 04 38.37553(N)    112 27 41.49275(W)     ADJUSTED  
 AJ3755* NAVD 88     -       499.13   (meters)    1637.6    (feet)  GPS OBS   
 AJ3755  ___________________________________________________________________
 AJ3755  X           -  -2,044,110.049 (meters)                     COMP
 AJ3755  Y           -  -4,944,306.289 (meters)                     COMP
 AJ3755  Z           -   3,461,403.484 (meters)                     COMP
 AJ3755  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3755  ELLIP HEIGHT-         468.39  (meters)          (04/12/01) GPS OBS
 AJ3755  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AJ3755
 AJ3755  HORZ ORDER  -  B
 AJ3755  ELLP ORDER  -  THIRD     CLASS II
 AJ3755
 AJ3755.The horizontal coordinates were established by GPS observations
 AJ3755.and adjusted by the National Geodetic Survey in April 2001..
 AJ3755
 AJ3755.The orthometric height was determined by GPS observations and a
 AJ3755.high-resolution geoid model using precise GPS observation and
 AJ3755.processing techniques.
 AJ3755
 AJ3755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3755
 AJ3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3755
 AJ3755.The ellipsoidal height was determined by GPS observations
 AJ3755.and is referenced to NAD 83.
 AJ3755
 AJ3755.The geoid height was determined by GEOID03.
 AJ3755
 AJ3755;                    North         East     Units Scale Factor Converg.
 AJ3755;SPC AZ C     -   230,458.606   162,490.404   MT  0.99993190   -0 17 50.5
 AJ3755;SPC AZ C     -   756,097.79    533,105.00   iFT  0.99993190   -0 17 50.5
 AJ3755;UTM  12      - 3,660,809.127   363,583.544   MT  0.99982945   -0 47 52.0
 AJ3755
 AJ3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3755!SPC AZ C     -   0.99992647  x   0.99993190  =   0.99985837
 AJ3755!UTM  12      -   0.99992647  x   0.99982945  =   0.99975593
 AJ3755
 AJ3755                          SUPERSEDED SURVEY CONTROL
 AJ3755
 AJ3755.No superseded survey control is available for this station.
 AJ3755
 AJ3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6358460809(NAD 83)
 AJ3755_MARKER: I = METAL ROD
 AJ3755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3755+WITH SETTING: INFORMATION.
 AJ3755_STAMPING: 3HD2 2000
 AJ3755_MARK LOGO: MCDOT 
 AJ3755_PROJECTION: FLUSH
 AJ3755_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3755+STABILITY: POSITION/ELEVATION WELL
 AJ3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3755+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3755_ROD/PIPE-DEPTH:  2.4 meters
 AJ3755_SLEEVE-DEPTH  :  0.8 meters
 AJ3755
 AJ3755  HISTORY     - Date     Condition        Report By
 AJ3755  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3755
 AJ3755                          STATION DESCRIPTION
 AJ3755
 AJ3755'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3755'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3755'OF PHOENIX, 21 MI (33.8 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3755'TOWNSHIP 4 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3755'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3755'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3755'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3755'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3755'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3755'DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3755'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3755'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI
 AJ3755'(1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD
 AJ3755'(EL PASO NATURAL GAS COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM)
 AJ3755'TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK ONTO ANOTHER SECTION
 AJ3755'OF THE PIPELINE ROAD AND DRIVE SOUTHEAST FOR 4.5 MI (7.2 KM) TO A DIRT
 AJ3755'ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3755'SOUTHERLY FOR 3.4 MI (5.5 KM) TO A FENCE AND CATTLE GUARD, THENCE
 AJ3755'CONTINUE ACROSS THE CATTLE GUARD SOUTHERLY FOR 2.3 MI (3.7 KM) TO A
 AJ3755'FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK (SOUTHWEST) AND DRIVE
 AJ3755'SOUTHWESTERLY FOR 1.2 MI (1.9 KM) TO THE STATION ON THE LEFT (SOUTH)
 AJ3755'SIDE OF THE ROAD
 AJ3755'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3755'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3755'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3755'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3755'STAMPED 3HD2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3755'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3755'STATION TIES
 AJ3755'STATION IS 20 FT (6.1 M) SOUTH OF THE DIRT ROAD
 AJ3755'10 FT (3.0 M) WEST OF A CARSONITE WILDERNESS
 AJ3755'10 FT (3.0 M) SOUTH OF THE FENCE LINE
 AJ3755'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3755'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3756 ***********************************************************************
 AJ3756  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3756  DESIGNATION -  3HG3
 AJ3756  PID         -  AJ3756
 AJ3756  STATE/COUNTY-  AZ/MARICOPA
 AJ3756  USGS QUAD   -  COTTON CENTER SE (1973)
 AJ3756
 AJ3756                         *CURRENT SURVEY CONTROL
 AJ3756  ___________________________________________________________________
 AJ3756* NAD 83(1992)-  33 04 04.25780(N)    112 36 44.69026(W)     ADJUSTED  
 AJ3756* NAVD 88     -       268.27   (meters)     880.1    (feet)  GPS OBS   
 AJ3756  ___________________________________________________________________
 AJ3756  X           -  -2,057,269.805 (meters)                     COMP
 AJ3756  Y           -  -4,939,256.640 (meters)                     COMP
 AJ3756  Z           -   3,460,396.483 (meters)                     COMP
 AJ3756  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AJ3756  ELLIP HEIGHT-         237.17  (meters)          (04/12/01) GPS OBS
 AJ3756  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3756
 AJ3756  HORZ ORDER  -  B
 AJ3756  ELLP ORDER  -  THIRD     CLASS II
 AJ3756
 AJ3756.The horizontal coordinates were established by GPS observations
 AJ3756.and adjusted by the National Geodetic Survey in April 2001..
 AJ3756
 AJ3756.The orthometric height was determined by GPS observations and a
 AJ3756.high-resolution geoid model using precise GPS observation and
 AJ3756.processing techniques.
 AJ3756
 AJ3756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3756
 AJ3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3756
 AJ3756.The ellipsoidal height was determined by GPS observations
 AJ3756.and is referenced to NAD 83.
 AJ3756
 AJ3756.The geoid height was determined by GEOID03.
 AJ3756
 AJ3756;                    North         East     Units Scale Factor Converg.
 AJ3756;SPC AZ C     -   229,490.852   148,395.836   MT  0.99995202   -0 22 46.7
 AJ3756;SPC AZ C     -   752,922.74    486,862.98   iFT  0.99995202   -0 22 46.7
 AJ3756;UTM  12      - 3,659,964.569   349,482.297   MT  0.99987934   -0 52 47.8
 AJ3756
 AJ3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3756!SPC AZ C     -   0.99996277  x   0.99995202  =   0.99991479
 AJ3756!UTM  12      -   0.99996277  x   0.99987934  =   0.99984211
 AJ3756
 AJ3756                          SUPERSEDED SURVEY CONTROL
 AJ3756
 AJ3756.No superseded survey control is available for this station.
 AJ3756
 AJ3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4948259965(NAD 83)
 AJ3756_MARKER: I = METAL ROD
 AJ3756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3756_STAMPING: 3HG3 2000
 AJ3756_MARK LOGO: MCDOT 
 AJ3756_PROJECTION: FLUSH
 AJ3756_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3756+STABILITY: POSITION/ELEVATION WELL
 AJ3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3756+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3756_ROD/PIPE-DEPTH:  4.3 meters
 AJ3756_SLEEVE-DEPTH  :  0.8 meters
 AJ3756
 AJ3756  HISTORY     - Date     Condition        Report By
 AJ3756  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3756
 AJ3756                          STATION DESCRIPTION
 AJ3756
 AJ3756'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3756'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) WEST OF THE CITY
 AJ3756'OF PHOENIX, 21 MI (33.8 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 4
 AJ3756'SOUTH, RANGE 3 WEST, SECTION 19
 AJ3756'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3756'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3756'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 24.6 MI (39.6
 AJ3756'KM) TO MILE POST 130, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.8
 AJ3756'MI (1.3 KM) TO A DIRT ROAD ON THE LEFT (EAST) SIDE OF STATE ROUTE 85,
 AJ3756'THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE THROUGH THE
 AJ3756'RIGHT-OF-WAY FENCE FOR 0.6 MI (1.0 KM) TO A NORTH-SOUTH POWER LINE,
 AJ3756'THENCE CONTINUE EAST, THEN NORTHERLY ON THE DIRT ROAD UNDER THE POWER
 AJ3756'LINE FOR 0.9 MI (1.4 KM) TO A T-INTERSECTION, THENCE TURN RIGHT (EAST)
 AJ3756'ONTO THE DIRT ROAD AND DRIVE FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AJ3756'RIGHT (SOUTH) SIDE OF THE ROAD, A FISH AND GAME WILDLIFE WATERING HOLE
 AJ3756'IS 0.1 MI (0.2 KM) FARTHER EAST ON THE DIRT ROAD
 AJ3756'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3756'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3756'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3756'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3756'STAMPED 3HG3 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3756'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3756'STATION TIES
 AJ3756'THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3756'33 FT (10.1 M) WEST OF A BUREAU OF LAND MANAGEMENT BOUNDARY BRASS CAP
 AJ3756'33 FT (10.1 M) EAST OF A CARSONITE WILDERNESS MARKER
 AJ3756'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3756'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3972 ***********************************************************************
 AJ3972  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3972  DESIGNATION -  3HH1
 AJ3972  PID         -  AJ3972
 AJ3972  STATE/COUNTY-  AZ/MARICOPA
 AJ3972  USGS QUAD   -  COTTON CENTER (1973)
 AJ3972
 AJ3972                         *CURRENT SURVEY CONTROL
 AJ3972  ___________________________________________________________________
 AJ3972* NAD 83(1992)-  33 03 50.24510(N)    112 38 34.72677(W)     ADJUSTED  
 AJ3972* NAVD 88     -       236.26   (meters)     775.1    (feet)  GPS OBS   
 AJ3972  ___________________________________________________________________
 AJ3972  X           -  -2,059,984.797 (meters)                     COMP
 AJ3972  Y           -  -4,938,351.014 (meters)                     COMP
 AJ3972  Z           -   3,460,017.191 (meters)                     COMP
 AJ3972  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3972  ELLIP HEIGHT-         205.09  (meters)          (04/12/01) GPS OBS
 AJ3972  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3972
 AJ3972  HORZ ORDER  -  B
 AJ3972  ELLP ORDER  -  THIRD     CLASS II
 AJ3972
 AJ3972.The horizontal coordinates were established by GPS observations
 AJ3972.and adjusted by the National Geodetic Survey in April 2001..
 AJ3972
 AJ3972.The orthometric height was determined by GPS observations and a
 AJ3972.high-resolution geoid model using precise GPS observation and
 AJ3972.processing techniques.
 AJ3972
 AJ3972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3972
 AJ3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3972
 AJ3972.The ellipsoidal height was determined by GPS observations
 AJ3972.and is referenced to NAD 83.
 AJ3972
 AJ3972.The geoid height was determined by GEOID03.
 AJ3972
 AJ3972;                    North         East     Units Scale Factor Converg.
 AJ3972;SPC AZ C     -   229,078.516   145,538.772   MT  0.99995670   -0 23 46.6
 AJ3972;SPC AZ C     -   751,569.93    477,489.41   iFT  0.99995670   -0 23 46.6
 AJ3972;UTM  12      - 3,659,577.224   346,621.941   MT  0.99989006   -0 53 47.6
 AJ3972
 AJ3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3972!SPC AZ C     -   0.99996780  x   0.99995670  =   0.99992450
 AJ3972!UTM  12      -   0.99996780  x   0.99989006  =   0.99985787
 AJ3972
 AJ3972                          SUPERSEDED SURVEY CONTROL
 AJ3972
 AJ3972.No superseded survey control is available for this station.
 AJ3972
 AJ3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4662259577(NAD 83)
 AJ3972_MARKER: I = METAL ROD
 AJ3972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3972+WITH SETTING: INFORMATION.
 AJ3972_STAMPING: 3HH1
 AJ3972_MARK LOGO: MCDOT 
 AJ3972_PROJECTION: FLUSH
 AJ3972_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3972+STABILITY: POSITION/ELEVATION WELL
 AJ3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3972+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3972_ROD/PIPE-DEPTH:  2.6 meters
 AJ3972_SLEEVE-DEPTH  :  0.8 meters
 AJ3972
 AJ3972  HISTORY     - Date     Condition        Report By
 AJ3972  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3972
 AJ3972                          STATION DESCRIPTION
 AJ3972
 AJ3972'DESCRIBED BY MARICOPA CO DOT 1999 (JRJ)
 AJ3972'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF GILA BEND,
 AJ3972'IN TOWNSHIP 04 SOUTH, RANGE 04 WEST, SECTION 23
 AJ3972'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3972'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 AJ3972'ROUTE 85, DRIVE SOUTH STATE ROUTE 85 FOR 25.1 MILES (40.4 KM) TO A
 AJ3972'GATED UNNAMED DIRT ROAD (DIRT ROAD IN LOCATED 0.7 MI (1.1 KM) SOUTH OF
 AJ3972'MILE POST 130 AND 0.3 MILES (0.5 KM) NORTH OF MILE POST 129 ALONG
 AJ3972'STATE ROUTE 85) , THENCE TURN LEFT (EAST) AND GO THROUGH GATE ONTO
 AJ3972'UNNAMED DIRT ROAD AND DRIVE EASTERLY 0.1 MI (0.2 KM) TO STATION ON A
 AJ3972'SMALL HILL ON THE RIGHT (SOUTH) AS DESCRIBED
 AJ3972'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3972'COMPRESSED ON A 8.4 FOOT (2.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3972'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3972'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2AM1, SURROUNDED WITH
 AJ3972'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3972'CARSONITE MARKER
 AJ3972'STATION TIES -
 AJ3972'44 FT (13.4 M) TO THE CENTERLINE OF THEN UNNAMED DIRT ROAD
 AJ3972'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3972'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3775 ***********************************************************************
 AJ3775  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3775  DESIGNATION -  3HJ2
 AJ3775  PID         -  AJ3775
 AJ3775  STATE/COUNTY-  AZ/MARICOPA
 AJ3775  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3775
 AJ3775                         *CURRENT SURVEY CONTROL
 AJ3775  ___________________________________________________________________
 AJ3775* NAD 83(1992)-  33 05 00.83116(N)    112 48 01.22937(W)     ADJUSTED  
 AJ3775* NAVD 88     -       260.00   (meters)     853.0    (feet)  GPS OBS   
 AJ3775  ___________________________________________________________________
 AJ3775  X           -  -2,073,087.895 (meters)                     COMP
 AJ3775  Y           -  -4,931,598.941 (meters)                     COMP
 AJ3775  Z           -   3,461,852.364 (meters)                     COMP
 AJ3775  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3775  ELLIP HEIGHT-         228.73  (meters)          (04/12/01) GPS OBS
 AJ3775  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3775
 AJ3775  HORZ ORDER  -  B
 AJ3775  ELLP ORDER  -  THIRD     CLASS II
 AJ3775
 AJ3775.The horizontal coordinates were established by GPS observations
 AJ3775.and adjusted by the National Geodetic Survey in April 2001..
 AJ3775
 AJ3775.The orthometric height was determined by GPS observations and a
 AJ3775.high-resolution geoid model using precise GPS observation and
 AJ3775.processing techniques.
 AJ3775
 AJ3775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3775
 AJ3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3775
 AJ3775.The ellipsoidal height was determined by GPS observations
 AJ3775.and is referenced to NAD 83.
 AJ3775
 AJ3775.The geoid height was determined by GEOID03.
 AJ3775
 AJ3775;                    North         East     Units Scale Factor Converg.
 AJ3775;SPC AZ C     -   231,365.604   130,862.601   MT  0.99998389   -0 28 56.6
 AJ3775;SPC AZ C     -   759,073.50    429,339.24   iFT  0.99998389   -0 28 56.6
 AJ3775;UTM  12      - 3,661,992.281   331,967.055   MT  0.99994814   -0 58 58.7
 AJ3775
 AJ3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3775!SPC AZ C     -   0.99996409  x   0.99998389  =   0.99994798
 AJ3775!UTM  12      -   0.99996409  x   0.99994814  =   0.99991223
 AJ3775
 AJ3775                          SUPERSEDED SURVEY CONTROL
 AJ3775
 AJ3775.No superseded survey control is available for this station.
 AJ3775
 AJ3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3196761992(NAD 83)
 AJ3775_MARKER: I = METAL ROD
 AJ3775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3775+WITH SETTING: INFORMATION.
 AJ3775_STAMPING: 3HJ2 1999
 AJ3775_MARK LOGO: MCDOT 
 AJ3775_PROJECTION: FLUSH
 AJ3775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3775+STABILITY: POSITION/ELEVATION WELL
 AJ3775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3775+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3775_ROD/PIPE-DEPTH:  1.7 meters
 AJ3775_SLEEVE-DEPTH  :  0.8 meters
 AJ3775
 AJ3775  HISTORY     - Date     Condition        Report By
 AJ3775  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3775
 AJ3775                          STATION DESCRIPTION
 AJ3775
 AJ3775'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3775'THE STATION IS LOCATED APPROXIMATELY 49 MI (78.9 KM) SOUTHWEST OF THE
 AJ3775'CITY OF PHOENIX, 10 MI (16.1 KM) NORTH NORTHWEST OF THE TOWN OF GILA
 AJ3775'BEND, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SECTION 17
 AJ3775'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3775'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3775'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3775'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3775'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ONTO WOODS ROAD
 AJ3775'AND DRIVE FOR 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT
 AJ3775'(SOUTH) ONTO OLD HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER
 AJ3775'POINT ROAD, THENCE TURN RIGHT (WEST) ONTO PIER POINT ROAD AND DRIVE
 AJ3775'1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST OVER THE GILA
 AJ3775'RIVER FOR 1.0 MI (1.6 KM) TO ENTERPRISE ROAD THENCE TURN RIGHT (NORTH)
 AJ3775'ONTO ENTERPRISE ROAD AND DRIVE 1.0 MI (1.6 KM) TO A WELL ON THE RIGHT
 AJ3775'(EAST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR
 AJ3775'1.4 MI (2.3 KM) TO ANOTHER WELL ON THE RIGHT (EAST) SIDE OF THE ROAD,
 AJ3775'THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM) TO CITRUS
 AJ3775'VALLEY ROAD, THENCE TURN LEFT (WEST) ONTO CITRUS VALLEY ROAD AND DRIVE
 AJ3775'3.5 MI (5.6 KM) TO A CATTLE GUARD AND A BARBED WIRE FENCE, THENCE
 AJ3775'CONTINUE OF CITRUS VALLEY ROAD, OVER THE CATTLE GUARD, IN A
 AJ3775'SOUTHWESTERLY DIRECTION FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON THE
 AJ3775'LEFT, THENCE CONTINUE ON CITRUS VALLEY ROAD IN AN EASTERLY DIRECTION
 AJ3775'FOR 0.8 MI (1.3 KM) TO A WASH CROSSING THE ROAD, THENCE CONTINUE
 AJ3775'EASTERLY, THROUGH THE WASH, AND DRIVE FOR 0.7 MI (1.1 KM) TO A DIRT
 AJ3775'ROAD RIGHT, THENCE REMAIN ON CITRUS VALLEY ROAD AND DRIVE
 AJ3775'SOUTHWESTERLY FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH ANOTHER
 AJ3775'DIRT ROAD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.6
 AJ3775'MI (1.0 KM) TO A DIRT TRAIL, THENCE TURN LEFT ONTO THE DIRT TRAIL AND
 AJ3775'FOLLOW THE SOUTH FORK TO THE TOP OF A SMALL HILL AND THE STATION ON
 AJ3775'THE RIGHT (WEST) SIDE OF THE TRAIL
 AJ3775'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3775'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 5.6 FOOT (1.7 M) STAINLESS
 AJ3775'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3775'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3775'STAMPED 3HJ2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3775'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3775'STATION TIES
 AJ3775'THE STATION IS 10 FT (3.0 M) WEST OF THE END OF THE DIRT TRAIL
 AJ3775'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3775'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3902 ***********************************************************************
 AJ3902  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3902  DESIGNATION -  3HL2
 AJ3902  PID         -  AJ3902
 AJ3902  STATE/COUNTY-  AZ/MARICOPA
 AJ3902  USGS QUAD   -  CITRUS VALLEY WEST (1973)
 AJ3902
 AJ3902                         *CURRENT SURVEY CONTROL
 AJ3902  ___________________________________________________________________
 AJ3902* NAD 83(1992)-  33 03 39.08334(N)    112 52 33.17792(W)     ADJUSTED  
 AJ3902* NAVD 88     -       207.96   (meters)     682.3    (feet)  GPS OBS   
 AJ3902  ___________________________________________________________________
 AJ3902  X           -  -2,080,105.405 (meters)                     COMP
 AJ3902  Y           -  -4,930,087.413 (meters)                     COMP
 AJ3902  Z           -   3,459,713.469 (meters)                     COMP
 AJ3902  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ3902  ELLIP HEIGHT-         176.62  (meters)          (04/12/01) GPS OBS
 AJ3902  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3902
 AJ3902  HORZ ORDER  -  B
 AJ3902  ELLP ORDER  -  THIRD     CLASS II
 AJ3902
 AJ3902.The horizontal coordinates were established by GPS observations
 AJ3902.and adjusted by the National Geodetic Survey in April 2001..
 AJ3902
 AJ3902.The orthometric height was determined by GPS observations and a
 AJ3902.high-resolution geoid model using precise GPS observation and
 AJ3902.processing techniques.
 AJ3902
 AJ3902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3902
 AJ3902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3902
 AJ3902.The ellipsoidal height was determined by GPS observations
 AJ3902.and is referenced to NAD 83.
 AJ3902
 AJ3902.The geoid height was determined by GEOID03.
 AJ3902
 AJ3902;                    North         East     Units Scale Factor Converg.
 AJ3902;SPC AZ C     -   228,909.213   123,787.014   MT  0.99999889   -0 31 23.9
 AJ3902;SPC AZ C     -   751,014.48    406,125.37   iFT  0.99999889   -0 31 23.9
 AJ3902;UTM  12      - 3,659,597.850   324,870.484   MT  0.99997817   -1 01 25.0
 AJ3902
 AJ3902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3902!SPC AZ C     -   0.99997227  x   0.99999889  =   0.99997116
 AJ3902!UTM  12      -   0.99997227  x   0.99997817  =   0.99995044
 AJ3902
 AJ3902                          SUPERSEDED SURVEY CONTROL
 AJ3902
 AJ3902.No superseded survey control is available for this station.
 AJ3902
 AJ3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2487059598(NAD 83)
 AJ3902_MARKER: I = METAL ROD
 AJ3902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3902_STAMPING: 3HL2 1999
 AJ3902_MARK LOGO: MCDOT 
 AJ3902_PROJECTION: FLUSH
 AJ3902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3902+STABILITY: POSITION/ELEVATION WELL
 AJ3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3902+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3902_ROD/PIPE-DEPTH:  6.6 meters
 AJ3902_SLEEVE-DEPTH  :  0.8 meters
 AJ3902
 AJ3902  HISTORY     - Date     Condition        Report By
 AJ3902  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3902
 AJ3902                          STATION DESCRIPTION
 AJ3902
 AJ3902'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3902'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF THE TOWN OF
 AJ3902'GILA BEND, TOWNSHIP 04 SOUTH, RANGE 06 WEST
 AJ3902'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3902'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND WOODS
 AJ3902'ROAD (0.1 MI SOUTH OF MILE POST 134) , DRIVE WEST ON WOODS ROAD FOR
 AJ3902'1.3 MI (2.1 KM) TO OLD U.S.  HIGHWAY 80, THENCE TURN LEFT (SOUTH) ON
 AJ3902'T0 OLD U.S.  HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT
 AJ3902'ROAD (A DIRT ROAD) , THENCE TURN RIGHT (WEST) ON TO PIER POINT ROAD
 AJ3902'AND DRIVE FOR 1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST
 AJ3902'ACROSS THE GILA RIVER ON PIER POINT ROAD FOR 1.0 MI (1.6 KM) TO
 AJ3902'ENTERPRISE ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT
 AJ3902'(NORTH) ON TO ENTERPRISE ROAD AND DRIVE NORTH-NORTHWEST FOR 1.0 MI
 AJ3902'(1.6 KM) TO A WELL SITE ON YOUR RIGHT, THENCE CONTINUE NORTH-NORTHWEST
 AJ3902'ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO A WELL SITE ON YOUR RIGHT,
 AJ3902'THENCE CONTINUE NORTH-NORTHWEST ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM)
 AJ3902'TO CITRUS VALLEY ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN
 AJ3902'LEFT (WEST) ON TO CITRUS VALLEY ROAD AND DRIVE SOUTHWESTERLY FOR 3.5
 AJ3902'MI (5.6 KM) TO A CATTLE GUARD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS
 AJ3902'VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON YOUR LEFT, THENCE
 AJ3902'CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A
 AJ3902'WASH BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE SOUTHWESTERLY ON
 AJ3902'CITRUS VALLEY ROAD FOR 5.8 MI (9.3 KM) TO A Y IN THE ROAD (SOUTHERLY
 AJ3902'ROAD IS 363TH AVENUE) , THENCE VEER RIGHT AND CONTINUE WEST ON CITRUS
 AJ3902'VALLEY ROAD FOR 1.7 MI (2.7 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3902'WEST ON CITRUS VALLEY ROAD FOR 0.7 MI (1.1 KM) TO A JEEP TRAIL ON YOUR
 AJ3902'RIGHT (NORTH) (CONCRETE DITCH RUNS ALONG SOUTH SIDE OF CITRUS VALLEY
 AJ3902'ROAD) , THENCE TURN RIGHT (NORTH) ON TO A JEEP TRAIL AND DRIVE 0.5 MI
 AJ3902'(0.8 KM) TO THE STATION ON YOUR RIGHT
 AJ3902'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3902'COMPRESSED ON A 21.7 FOOT (6.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3902'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3902'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3HL2 1999, SURROUNDED
 AJ3902'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3902'CARSONITE MARKER
 AJ3902'STATION TIES
 AJ3902'27 FT (8.2 M) EAST OF CENTERLINE OF JEEP TRAIL
 AJ3902'8.6 FT (2.6 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3902'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3902'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3939 ***********************************************************************
 AJ3939  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3939  DESIGNATION -  3HP3
 AJ3939  PID         -  AJ3939
 AJ3939  STATE/COUNTY-  AZ/MARICOPA
 AJ3939  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3939
 AJ3939                         *CURRENT SURVEY CONTROL
 AJ3939  ___________________________________________________________________
 AJ3939* NAD 83(1992)-  33 04 08.39689(N)    113 05 24.21697(W)     ADJUSTED  
 AJ3939* NAVD 88     -       169.92   (meters)     557.5    (feet)  GPS OBS   
 AJ3939  ___________________________________________________________________
 AJ3939  X           -  -2,098,314.229 (meters)                     COMP
 AJ3939  Y           -  -4,921,794.677 (meters)                     COMP
 AJ3939  Z           -   3,460,449.485 (meters)                     COMP
 AJ3939  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3939  ELLIP HEIGHT-         138.46  (meters)          (04/12/01) GPS OBS
 AJ3939  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AJ3939
 AJ3939  HORZ ORDER  -  B
 AJ3939  ELLP ORDER  -  THIRD     CLASS II
 AJ3939
 AJ3939.The horizontal coordinates were established by GPS observations
 AJ3939.and adjusted by the National Geodetic Survey in April 2001..
 AJ3939
 AJ3939.The orthometric height was determined by GPS observations and a
 AJ3939.high-resolution geoid model using precise GPS observation and
 AJ3939.processing techniques.
 AJ3939
 AJ3939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3939
 AJ3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3939
 AJ3939.The ellipsoidal height was determined by GPS observations
 AJ3939.and is referenced to NAD 83.
 AJ3939
 AJ3939.The geoid height was determined by GEOID03.
 AJ3939
 AJ3939;                    North         East     Units Scale Factor Converg.
 AJ3939;SPC AZ C     -   230,015.354   103,795.863   MT  1.00004796   -0 38 25.2
 AJ3939;SPC AZ C     -   754,643.55    340,537.61   iFT  1.00004796   -0 38 25.2
 AJ3939;UTM  12      - 3,660,878.537   304,889.748   MT  1.00006939   -1 08 26.9
 AJ3939
 AJ3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3939!SPC AZ C     -   0.99997826  x   1.00004796  =   1.00002622
 AJ3939!UTM  12      -   0.99997826  x   1.00006939  =   1.00004765
 AJ3939
 AJ3939                          SUPERSEDED SURVEY CONTROL
 AJ3939
 AJ3939.No superseded survey control is available for this station.
 AJ3939
 AJ3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0489060879(NAD 83)
 AJ3939_MARKER: I = METAL ROD
 AJ3939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3939_STAMPING: 3HP3 1999
 AJ3939_MARK LOGO: MCDOT 
 AJ3939_PROJECTION: FLUSH
 AJ3939_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3939+STABILITY: POSITION/ELEVATION WELL
 AJ3939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3939+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3939_ROD/PIPE-DEPTH:  8.9 meters
 AJ3939_SLEEVE-DEPTH  :  0.8 meters
 AJ3939
 AJ3939  HISTORY     - Date     Condition        Report By
 AJ3939  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3939
 AJ3939                          STATION DESCRIPTION
 AJ3939
 AJ3939'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3939'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) WEST-NORTHWEST OF THE
 AJ3939'TOWN OF GILA BEND, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 21
 AJ3939'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3939'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3939'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3939'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (A GRADED DIRT ROAD HEADING
 AJ3939'EAST) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3939'1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON
 AJ3939'PAINTED ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST
 AJ3939'ROAD IS ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE
 AJ3939'SOUTH OF THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3939'ROAD FOR 3.6 MI (5.8 KM) TO POCO DINERO ROAD (A GRADED DIRT ROAD) ON
 AJ3939'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO POCO DINERO ROAD AND
 AJ3939'DRIVE NORTHWEST FOR 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3939'NORTHWEST ON POCO DINERO ROAD FOR 0.5 MI (0.8 KM) TO THE GILA RIVER,
 AJ3939'THENCE CONTINUE NORTHWEST ACROSS THE GILA RIVER ON POCO DINERO ROAD
 AJ3939'FOR 0.2 MI (0.3 KM) TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3939'WEST, THENCE CONTINUE WEST ON POCO DINERO ROAD THROUGH GATE FOR 0.7 MI
 AJ3939'(1.1 KM) TO AN OLD FEED LOT ON YOUR LEFT (SOUTH) , THENCE CONTINUE
 AJ3939'WEST ON POCO DINERO ROAD FOR 0.2 MI (0.3 KM) TO A GROUP OF HOUSES ON
 AJ3939'YOUR LEFT (SOUTH) AND TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3939'NORTH ON YOUR RIGHT (NORTH) , THENCE CONTINUE WEST ON AN UNMARKED DIRT
 AJ3939'FARM ROAD FOR 0.8 MI (1.3 KM) TO AN UNMARKED DIRT FARM ROAD, THENCE
 AJ3939'TURN LEFT (SOUTH) ON TO DIRT FARM ROAD (BARBED WIRE FENCE RUNS ALONG
 AJ3939'WEST SIDE OF DIRT FARM ROAD) AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3939'DIRT FARM ROAD TO THE EAST, THENCE CONTINUE EAST ON DIRT FARM ROAD FOR
 AJ3939'0.1 MI (0.2 KM) TO A BEND IN DIRT FARM ROAD TO THE SOUTHWEST, THENCE
 AJ3939'CONTINUE SOUTHWEST ON DIRT FARM ROAD FOR 0.1 MI (0.2 KM) TO A BEND IN
 AJ3939'DIRT FARM ROAD TO THE SOUTH, THENCE CONTINUE SOUTH ON DIRT FARM ROAD
 AJ3939'FOR 0.6 MI (1.0 KM) TO A Y IN THE ROAD, THENCE VEER RIGHT (SOUTHWEST)
 AJ3939'ON TO UNMARKED DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A WASH BEARING
 AJ3939'NORTH AND SOUTH, THENCE CONTINUE WEST ON DIRT ROAD THROUGH WASH FOR
 AJ3939'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE VEER RIGHT (NORTH) ON TO
 AJ3939'UNMARKED DIRT ROAD AND DRIVE NORTH FOR 0.2 MI (0.3 KM) TO A DIM JEEP
 AJ3939'TRAIL ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIM JEEP
 AJ3939'TRAIL AND DRIVE SOUTHEASTERLY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AJ3939'YOUR LEFT
 AJ3939'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3939'COMPRESSED ON A 29.1 FOOT (8.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3939'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3939'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3HP3 1999, SURROUNDED
 AJ3939'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3939'CARSONITE MARKER
 AJ3939'STATION TIES
 AJ3939'55 FT (16.8 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTH 1/4 CORNER SECTION
 AJ3939'21, TOWNSHIP 4 SOUTH, RANGE 8 WEST
 AJ3939'3.8 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3939'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3939'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3937 ***********************************************************************
 AJ3937  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3937  DESIGNATION -  3HR3
 AJ3937  PID         -  AJ3937
 AJ3937  STATE/COUNTY-  AZ/MARICOPA
 AJ3937  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3937
 AJ3937                         *CURRENT SURVEY CONTROL
 AJ3937  ___________________________________________________________________
 AJ3937* NAD 83(1992)-  33 05 23.58372(N)    113 11 15.24824(W)     ADJUSTED  
 AJ3937* NAVD 88     -       198.72   (meters)     652.0    (feet)  GPS OBS   
 AJ3937  ___________________________________________________________________
 AJ3937  X           -  -2,106,199.017 (meters)                     COMP
 AJ3937  Y           -  -4,917,076.536 (meters)                     COMP
 AJ3937  Z           -   3,462,406.075 (meters)                     COMP
 AJ3937  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AJ3937  ELLIP HEIGHT-         167.20  (meters)          (04/12/01) GPS OBS
 AJ3937  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3937
 AJ3937  HORZ ORDER  -  B
 AJ3937  ELLP ORDER  -  THIRD     CLASS II
 AJ3937
 AJ3937.The horizontal coordinates were established by GPS observations
 AJ3937.and adjusted by the National Geodetic Survey in April 2001..
 AJ3937
 AJ3937.The orthometric height was determined by GPS observations and a
 AJ3937.high-resolution geoid model using precise GPS observation and
 AJ3937.processing techniques.
 AJ3937
 AJ3937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3937
 AJ3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3937
 AJ3937.The ellipsoidal height was determined by GPS observations
 AJ3937.and is referenced to NAD 83.
 AJ3937
 AJ3937.The geoid height was determined by GEOID03.
 AJ3937
 AJ3937;                    North         East     Units Scale Factor Converg.
 AJ3937;SPC AZ C     -   232,437.642    94,718.575   MT  1.00007350   -0 41 38.2
 AJ3937;SPC AZ C     -   762,590.69    310,756.48   iFT  1.00007350   -0 41 38.2
 AJ3937;UTM  12      - 3,663,380.123   295,833.691   MT  1.00011398   -1 11 41.0
 AJ3937
 AJ3937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3937!SPC AZ C     -   0.99997375  x   1.00007350  =   1.00004725
 AJ3937!UTM  12      -   0.99997375  x   1.00011398  =   1.00008773
 AJ3937
 AJ3937                          SUPERSEDED SURVEY CONTROL
 AJ3937
 AJ3937.No superseded survey control is available for this station.
 AJ3937
 AJ3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9583463380(NAD 83)
 AJ3937_MARKER: DD = SURVEY DISK
 AJ3937_SETTING: 80 = SET IN A BOULDER
 AJ3937_STAMPING: 3HR3 12-1999
 AJ3937_MARK LOGO: MCDOT 
 AJ3937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3937+STABILITY: SURFACE MOTION
 AJ3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3937+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3937
 AJ3937  HISTORY     - Date     Condition        Report By
 AJ3937  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3937
 AJ3937                          STATION DESCRIPTION
 AJ3937
 AJ3937'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3937'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF THE TOWN OF
 AJ3937'SENTINEL, TOWNSHIP 04 SOUTH, RANGE 09 WEST, SECTION 9
 AJ3937'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3937'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3937'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3937'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3937'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3937'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3937'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3937'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3937'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3937'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3937'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3937'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3937'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3937'POINT ROAD) FOR 1.8 MI (2.9 KM) TO THE STATION ON YOUR LEFT
 AJ3937'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3937'COUNTY D.O.T.  BRASS DISK, STAMPED 3HR3 12-1999, SET IN A BOULDER,
 AJ3937'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3937'STATION TIES
 AJ3937'25 FT (7.6 M) NORTHWEST OF CENTERLINE OF SADDLE ROAD
 AJ3937'5.1 FT (1.6 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3937'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3937'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3930 ***********************************************************************
 AJ3930  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3930  DESIGNATION -  3HT1
 AJ3930  PID         -  AJ3930
 AJ3930  STATE/COUNTY-  AZ/MARICOPA
 AJ3930  USGS QUAD   -  HYDER SE (1982)
 AJ3930
 AJ3930                         *CURRENT SURVEY CONTROL
 AJ3930  ___________________________________________________________________
 AJ3930* NAD 83(1992)-  33 04 25.45153(N)    113 17 25.34432(W)     ADJUSTED  
 AJ3930* NAVD 88     -       186.41   (meters)     611.6    (feet)  GPS OBS   
 AJ3930  ___________________________________________________________________
 AJ3930  X           -  -2,115,400.589 (meters)                     COMP
 AJ3930  Y           -  -4,914,177.790 (meters)                     COMP
 AJ3930  Z           -   3,460,898.636 (meters)                     COMP
 AJ3930  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AJ3930  ELLIP HEIGHT-         154.69  (meters)          (04/12/01) GPS OBS
 AJ3930  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 AJ3930
 AJ3930  HORZ ORDER  -  B
 AJ3930  ELLP ORDER  -  THIRD     CLASS II
 AJ3930
 AJ3930.The horizontal coordinates were established by GPS observations
 AJ3930.and adjusted by the National Geodetic Survey in April 2001..
 AJ3930
 AJ3930.The orthometric height was determined by GPS observations and a
 AJ3930.high-resolution geoid model using precise GPS observation and
 AJ3930.processing techniques.
 AJ3930
 AJ3930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3930
 AJ3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3930
 AJ3930.The ellipsoidal height was determined by GPS observations
 AJ3930.and is referenced to NAD 83.
 AJ3930
 AJ3930.The geoid height was determined by GEOID03.
 AJ3930
 AJ3930;                    North         East     Units Scale Factor Converg.
 AJ3930;SPC AZ C     -   230,767.673    85,097.397   MT  1.00010278   -0 44 59.1
 AJ3930;SPC AZ C     -   757,111.79    279,190.94   iFT  1.00010278   -0 44 59.1
 AJ3930;UTM  12      - 3,661,794.215   286,197.799   MT  1.00016364   -1 15 01.3
 AJ3930
 AJ3930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3930!SPC AZ C     -   0.99997571  x   1.00010278  =   1.00007849
 AJ3930!UTM  12      -   0.99997571  x   1.00016364  =   1.00013935
 AJ3930
 AJ3930                          SUPERSEDED SURVEY CONTROL
 AJ3930
 AJ3930.No superseded survey control is available for this station.
 AJ3930
 AJ3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8619861794(NAD 83)
 AJ3930_MARKER: I = METAL ROD
 AJ3930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3930_STAMPING: 3HT1
 AJ3930_MARK LOGO: MCDOT 
 AJ3930_PROJECTION: FLUSH
 AJ3930_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3930+STABILITY: POSITION/ELEVATION WELL
 AJ3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3930+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3930_ROD/PIPE-DEPTH:  4.9 meters
 AJ3930_SLEEVE-DEPTH  :  0.8 meters
 AJ3930
 AJ3930  HISTORY     - Date     Condition        Report By
 AJ3930  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3930
 AJ3930                          STATION DESCRIPTION
 AJ3930
 AJ3930'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3930'THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTH-NORTHWEST OF THE
 AJ3930'TOWN OF SENTINEL, TOWNSHIP 04 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3930'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3930'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3930'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3930'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3930'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3930'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3930'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3930'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3930'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3930'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3930'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE TURN RIGHT (EAST)
 AJ3930'ON TO BUTTERFIELD STAGE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION
 AJ3930'ON YOUR LEFT
 AJ3930'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3930'COMPRESSED ON A 16.0 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3930'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3930'WITH A COUNTY LOGO ACCESS COVER STAMPED 3HT1, SURROUNDED WITH A
 AJ3930'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3930'MARKER
 AJ3930'STATION TIES
 AJ3930'340 FT (103.6 M) WEST OF WASH BEARING NORTH AND SOUTH
 AJ3930'275 FT (83.8 M) WEST OF CONCRETE DITCH BEARING NORTH AND SOUTH
 AJ3930'113 FT (34.4 M) NORTH OF CENTERLINE OF BUTTERFIELD STAGE ROAD
 AJ3930'4.5 FT (1.4 M) NORTH OF CARSONITE WITNESS POST
 AJ3930'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3930'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3757 ***********************************************************************
 AJ3757  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3757  DESIGNATION -  3IE2
 AJ3757  PID         -  AJ3757
 AJ3757  STATE/COUNTY-  AZ/MARICOPA
 AJ3757  USGS QUAD   -  COTTON CENTER SE (1973)
 AJ3757
 AJ3757                         *CURRENT SURVEY CONTROL
 AJ3757  ___________________________________________________________________
 AJ3757* NAD 83(1992)-  33 01 31.67594(N)    112 30 46.10482(W)     ADJUSTED  
 AJ3757* NAVD 88     -       406.14   (meters)    1332.5    (feet)  GPS OBS   
 AJ3757  ___________________________________________________________________
 AJ3757  X           -  -2,049,705.787 (meters)                     COMP
 AJ3757  Y           -  -4,945,300.717 (meters)                     COMP
 AJ3757  Z           -   3,456,531.434 (meters)                     COMP
 AJ3757  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 AJ3757  ELLIP HEIGHT-         375.26  (meters)          (04/12/01) GPS OBS
 AJ3757  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AJ3757
 AJ3757  HORZ ORDER  -  B
 AJ3757  ELLP ORDER  -  THIRD     CLASS II
 AJ3757
 AJ3757.The horizontal coordinates were established by GPS observations
 AJ3757.and adjusted by the National Geodetic Survey in April 2001..
 AJ3757
 AJ3757.The orthometric height was determined by GPS observations and a
 AJ3757.high-resolution geoid model using precise GPS observation and
 AJ3757.processing techniques.
 AJ3757
 AJ3757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3757
 AJ3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3757
 AJ3757.The ellipsoidal height was determined by GPS observations
 AJ3757.and is referenced to NAD 83.
 AJ3757
 AJ3757.The geoid height was determined by GEOID03.
 AJ3757
 AJ3757;                    North         East     Units Scale Factor Converg.
 AJ3757;SPC AZ C     -   224,733.410   157,669.947   MT  0.99993823   -0 19 29.7
 AJ3757;SPC AZ C     -   737,314.34    517,289.85   iFT  0.99993823   -0 19 29.7
 AJ3757;UTM  12      - 3,655,126.773   358,713.777   MT  0.99984613   -0 49 28.7
 AJ3757
 AJ3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3757!SPC AZ C     -   0.99994109  x   0.99993823  =   0.99987932
 AJ3757!UTM  12      -   0.99994109  x   0.99984613  =   0.99978723
 AJ3757
 AJ3757                          SUPERSEDED SURVEY CONTROL
 AJ3757
 AJ3757.No superseded survey control is available for this station.
 AJ3757
 AJ3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5871455127(NAD 83)
 AJ3757_MARKER: I = METAL ROD
 AJ3757_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3757+WITH SETTING: INFORMATION.
 AJ3757_STAMPING: 3IE2 2000
 AJ3757_MARK LOGO: MCDOT 
 AJ3757_PROJECTION: FLUSH
 AJ3757_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3757+STABILITY: POSITION/ELEVATION WELL
 AJ3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3757+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3757_ROD/PIPE-DEPTH:  2.4 meters
 AJ3757_SLEEVE-DEPTH  :  0.8 meters
 AJ3757
 AJ3757  HISTORY     - Date     Condition        Report By
 AJ3757  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3757
 AJ3757                          STATION DESCRIPTION
 AJ3757
 AJ3757'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3757'THE STATION IS LOCATED APPROXIMATELY 38 MI (61.2 KM) WEST OF THE CITY
 AJ3757'OF PHOENIX, 24 MI (38.6 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 5
 AJ3757'SOUTH, RANGE 3 WEST, SECTION 1
 AJ3757'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3757'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 AND
 AJ3757'INTERSTATE 8 BUSINESS LOOP IN GILA BEND, DRIVE NORTHWEST ON INTERSTATE
 AJ3757'8 BUSINESS LOOP FOR 2.6 MI (4.2 KM) TO STATE ROUTE 85, THENCE TURN
 AJ3757'RIGHT (NORTHEAST) ONTO STATE ROUTE 85 AND DRIVE 0.4 MI (0.6 KM) TO
 AJ3757'STATE ROUTE 238, THENCE TURN RIGHT (EAST) ONTO STATE ROUTE 238
 AJ3757'(MARICOPA ROAD) AND DRIVE FOR 10.6 MI (17.1 KM) TO A DIRT ROAD LEFT,
 AJ3757'THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE 1.1 MI (1.8 KM)
 AJ3757'TO A FENCE LINE AND A FORK IN THE ROAD, THENCE PASS THROUGH THE FENCE
 AJ3757'AND TAKE THE RIGHT FORK AND DRIVE NORTHEASTERLY FOR 1.1 MI (1.8 KM) TO
 AJ3757'THE BUTTERFIELD TRAIL, THENCE TURN RIGHT (NORTHEAST) ONTO THE
 AJ3757'BUTTERFIELD TRAIL AND DRIVE FOR 0.8 MI (1.3 KM) TO A WOODEN SIGN THAT
 AJ3757'READS BUTTERFIELD TRAIL TROOP 75 AND THE STATION OF THE RIGHT (SOUTH)
 AJ3757'SIDE OF THE ROAD
 AJ3757'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3757'CENTER OF AN ALUMINUM CAP COMPRESSED ON A AN 8 FOOT (2.4 M) STAINLESS
 AJ3757'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3757'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3757'COVER, STAMPED 3IE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3757'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3757'STATION TIES
 AJ3757'THE STATION IS 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF THE
 AJ3757'BUTTERFIELD TRAIL
 AJ3757'10 FT (3.0 M) WEST OF THE BUTTERFIELD TRAIL TROOP 75 SIGN
 AJ3757'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3757'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3774 ***********************************************************************
 AJ3774  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3774  DESIGNATION -  3IG2
 AJ3774  PID         -  AJ3774
 AJ3774  STATE/COUNTY-  AZ/MARICOPA
 AJ3774  USGS QUAD   -  COTTON CENTER (1973)
 AJ3774
 AJ3774                         *CURRENT SURVEY CONTROL
 AJ3774  ___________________________________________________________________
 AJ3774* NAD 83(1992)-  33 01 39.94491(N)    112 37 38.91554(W)     ADJUSTED  
 AJ3774* NAVD 88     -       258.05   (meters)     846.6    (feet)  GPS OBS   
 AJ3774  ___________________________________________________________________
 AJ3774  X           -  -2,059,497.733 (meters)                     COMP
 AJ3774  Y           -  -4,940,945.622 (meters)                     COMP
 AJ3774  Z           -   3,456,664.152 (meters)                     COMP
 AJ3774  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AJ3774  ELLIP HEIGHT-         226.88  (meters)          (04/12/01) GPS OBS
 AJ3774  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AJ3774
 AJ3774  HORZ ORDER  -  B
 AJ3774  ELLP ORDER  -  THIRD     CLASS II
 AJ3774
 AJ3774.The horizontal coordinates were established by GPS observations
 AJ3774.and adjusted by the National Geodetic Survey in April 2001..
 AJ3774
 AJ3774.The orthometric height was determined by GPS observations and a
 AJ3774.high-resolution geoid model using precise GPS observation and
 AJ3774.processing techniques.
 AJ3774
 AJ3774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3774
 AJ3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3774
 AJ3774.The ellipsoidal height was determined by GPS observations
 AJ3774.and is referenced to NAD 83.
 AJ3774
 AJ3774.The geoid height was determined by GEOID03.
 AJ3774
 AJ3774;                    North         East     Units Scale Factor Converg.
 AJ3774;SPC AZ C     -   225,054.725   146,959.288   MT  0.99995435   -0 23 14.8
 AJ3774;SPC AZ C     -   738,368.52    482,149.90   iFT  0.99995435   -0 23 14.8
 AJ3774;UTM  12      - 3,655,541.464   348,007.193   MT  0.99988485   -0 53 14.0
 AJ3774
 AJ3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3774!SPC AZ C     -   0.99996438  x   0.99995435  =   0.99991873
 AJ3774!UTM  12      -   0.99996438  x   0.99988485  =   0.99984924
 AJ3774
 AJ3774                          SUPERSEDED SURVEY CONTROL
 AJ3774
 AJ3774.No superseded survey control is available for this station.
 AJ3774
 AJ3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4800755541(NAD 83)
 AJ3774_MARKER: I = METAL ROD
 AJ3774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3774_STAMPING: 3IG2 1999
 AJ3774_MARK LOGO: MCDOT 
 AJ3774_PROJECTION: FLUSH
 AJ3774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3774+STABILITY: POSITION/ELEVATION WELL
 AJ3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3774+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3774_ROD/PIPE-DEPTH:  6.2 meters
 AJ3774_SLEEVE-DEPTH  :  0.8 meters
 AJ3774
 AJ3774  HISTORY     - Date     Condition        Report By
 AJ3774  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3774
 AJ3774                          STATION DESCRIPTION
 AJ3774
 AJ3774'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3774'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3774'CITY OF PHOENIX, 7.5 NORTHEAST OF THE TOWN OF GILA BEND, TOWNSHIP 5
 AJ3774'SOUTH, RANGE 4 WEST, SECTION 1
 AJ3774'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3774'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3774'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 27.4 MI (44.1
 AJ3774'KM) TO MILE POST 127, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3774'MI (0.2 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT
 AJ3774'ROAD, PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND DRIVE 0.7 MI
 AJ3774'(1.1 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND DRIVE
 AJ3774'0.1 MI (0.2 KM) TO NORTH-SOUTH OVERHEAD POWER LINES, THENCE CONTINUE
 AJ3774'EAST, PASSING UNDER THE POWER LINES, FOR 0.4 MI (0.6 KM) TO THE
 AJ3774'STATION ON THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3774'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3774'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20.3 FOOT (6.2 M) STAINLESS
 AJ3774'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3774'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3774'STAMPED 3IG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3774'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3774'STATION TIES
 AJ3774'THE STATION IS 20.5 FT (6.2 M) SOUTH OF THE CENTERLINE OF THE DIRT
 AJ3774'ROAD
 AJ3774'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3774'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3777 ***********************************************************************
 AJ3777  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3777  DESIGNATION -  3II2
 AJ3777  PID         -  AJ3777
 AJ3777  STATE/COUNTY-  AZ/MARICOPA
 AJ3777  USGS QUAD   -  COTTON CENTER (1973)
 AJ3777
 AJ3777                         *CURRENT SURVEY CONTROL
 AJ3777  ___________________________________________________________________
 AJ3777* NAD 83(1992)-  33 02 50.54461(N)    112 41 45.15043(W)     ADJUSTED  
 AJ3777* NAVD 88     -       204.08   (meters)     669.6    (feet)  GPS OBS   
 AJ3777  ___________________________________________________________________
 AJ3777  X           -  -2,064,919.659 (meters)                     COMP
 AJ3777  Y           -  -4,937,347.737 (meters)                     COMP
 AJ3777  Z           -   3,458,458.048 (meters)                     COMP
 AJ3777  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ3777  ELLIP HEIGHT-         172.84  (meters)          (04/12/01) GPS OBS
 AJ3777  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3777
 AJ3777  HORZ ORDER  -  B
 AJ3777  ELLP ORDER  -  THIRD     CLASS II
 AJ3777
 AJ3777.The horizontal coordinates were established by GPS observations
 AJ3777.and adjusted by the National Geodetic Survey in April 2001..
 AJ3777
 AJ3777.The orthometric height was determined by GPS observations and a
 AJ3777.high-resolution geoid model using precise GPS observation and
 AJ3777.processing techniques.
 AJ3777
 AJ3777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3777
 AJ3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3777
 AJ3777.The ellipsoidal height was determined by GPS observations
 AJ3777.and is referenced to NAD 83.
 AJ3777
 AJ3777.The geoid height was determined by GEOID03.
 AJ3777
 AJ3777;                    North         East     Units Scale Factor Converg.
 AJ3777;SPC AZ C     -   227,274.840   140,585.767   MT  0.99996528   -0 25 29.8
 AJ3777;SPC AZ C     -   745,652.36    461,239.39   iFT  0.99996528   -0 25 29.8
 AJ3777;UTM  12      - 3,657,816.961   341,653.685   MT  0.99990916   -0 55 30.0
 AJ3777
 AJ3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3777!SPC AZ C     -   0.99997286  x   0.99996528  =   0.99993815
 AJ3777!UTM  12      -   0.99997286  x   0.99990916  =   0.99988203
 AJ3777
 AJ3777                          SUPERSEDED SURVEY CONTROL
 AJ3777
 AJ3777.No superseded survey control is available for this station.
 AJ3777
 AJ3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4165457817(NAD 83)
 AJ3777_MARKER: I = METAL ROD
 AJ3777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3777_STAMPING: 3II2 1999
 AJ3777_MARK LOGO: MCDOT 
 AJ3777_PROJECTION: FLUSH
 AJ3777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3777+STABILITY: POSITION/ELEVATION WELL
 AJ3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3777+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3777_ROD/PIPE-DEPTH:  7.5 meters
 AJ3777_SLEEVE-DEPTH  :  0.8 meters
 AJ3777
 AJ3777  HISTORY     - Date     Condition        Report By
 AJ3777  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3777
 AJ3777                          STATION DESCRIPTION
 AJ3777
 AJ3777'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3777'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3777'CITY OF PHOENIX, 7 MI (11.3 KM) NORTH OF GILA BEND, TOWNSHIP 4 SOUTH,
 AJ3777'RANGE 4 WEST, SECTION 29
 AJ3777'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3777'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3777'LOOP AND OLD HIGHWAY 80, DRIVE NORTH ON OLD HIGHWAY 80 FOR 8.1 MI
 AJ3777'(13.0 KM) TO A DIRT ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT ROAD
 AJ3777'AND DRIVE 0.1 MI (0.2 KM) (ROAD CURVES FROM WEST TO NORTH) TO A POINT
 AJ3777'WHERE THE ROAD AGAIN TURNS WEST, THENCE DRIVE WEST ON THE DIRT ROAD
 AJ3777'FOR 0.5 MI (0.8 KM) TO A TURN LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE
 AJ3777'150 FT (45.7 M) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (WEST) AND
 AJ3777'DRIVE FOR 0.6 MI (1.0 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT
 AJ3777'(SOUTH) ONTO THE DIRT ROAD AND DRIVE SOUTH FOR 0.5 MI (0.8 KM) TO A
 AJ3777'T-INTERSECTION, THENCE TURN RIGHT (WEST) AND DRIVE (STARTING TO THE
 AJ3777'WEST AND CURVING BACK TO THE EAST) FOR 1.1 MI (1.8 KM) TO THE STATION
 AJ3777'ON THE LEFT
 AJ3777'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3777'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24.5 FOOT (7.5 M) STAINLESS
 AJ3777'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3777'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3777'STAMPED 3II2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3777'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3777'STATION TIES
 AJ3777'THE STATION IS 60 FT (18.3 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3777'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3777'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3901 ***********************************************************************
 AJ3901  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3901  DESIGNATION -  3IK2
 AJ3901  PID         -  AJ3901
 AJ3901  STATE/COUNTY-  AZ/MARICOPA
 AJ3901  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3901
 AJ3901                         *CURRENT SURVEY CONTROL
 AJ3901  ___________________________________________________________________
 AJ3901* NAD 83(1992)-  33 02 58.18967(N)    112 50 07.57420(W)     ADJUSTED  
 AJ3901* NAVD 88     -       194.70   (meters)     638.8    (feet)  GPS OBS   
 AJ3901  ___________________________________________________________________
 AJ3901  X           -  -2,076,887.076 (meters)                     COMP
 AJ3901  Y           -  -4,932,177.623 (meters)                     COMP
 AJ3901  Z           -   3,458,650.300 (meters)                     COMP
 AJ3901  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ3901  ELLIP HEIGHT-         163.36  (meters)          (04/12/01) GPS OBS
 AJ3901  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3901
 AJ3901  HORZ ORDER  -  B
 AJ3901  ELLP ORDER  -  THIRD     CLASS II
 AJ3901
 AJ3901.The horizontal coordinates were established by GPS observations
 AJ3901.and adjusted by the National Geodetic Survey in April 2001..
 AJ3901
 AJ3901.The orthometric height was determined by GPS observations and a
 AJ3901.high-resolution geoid model using precise GPS observation and
 AJ3901.processing techniques.
 AJ3901
 AJ3901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3901
 AJ3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3901
 AJ3901.The ellipsoidal height was determined by GPS observations
 AJ3901.and is referenced to NAD 83.
 AJ3901
 AJ3901.The geoid height was determined by GEOID03.
 AJ3901
 AJ3901;                    North         East     Units Scale Factor Converg.
 AJ3901;SPC AZ C     -   227,615.687   127,552.987   MT  0.99999075   -0 30 03.9
 AJ3901;SPC AZ C     -   746,770.63    418,480.93   iFT  0.99999075   -0 30 03.9
 AJ3901;UTM  12      - 3,658,271.529   328,624.928   MT  0.99996213   -1 00 04.4
 AJ3901
 AJ3901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3901!SPC AZ C     -   0.99997435  x   0.99999075  =   0.99996510
 AJ3901!UTM  12      -   0.99997435  x   0.99996213  =   0.99993648
 AJ3901
 AJ3901                          SUPERSEDED SURVEY CONTROL
 AJ3901
 AJ3901.No superseded survey control is available for this station.
 AJ3901
 AJ3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2862558272(NAD 83)
 AJ3901_MARKER: I = METAL ROD
 AJ3901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3901_STAMPING: 3IK2 1999
 AJ3901_MARK LOGO: MCDOT 
 AJ3901_PROJECTION: FLUSH
 AJ3901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3901+STABILITY: POSITION/ELEVATION WELL
 AJ3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3901+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3901_ROD/PIPE-DEPTH:  5.2 meters
 AJ3901_SLEEVE-DEPTH  :  0.8 meters
 AJ3901
 AJ3901  HISTORY     - Date     Condition        Report By
 AJ3901  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3901
 AJ3901                          STATION DESCRIPTION
 AJ3901
 AJ3901'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3901'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF THE TOWN OF
 AJ3901'GILA BEND, TOWNSHIP 04 SOUTH, RANGE 06 WEST, SECTION 25
 AJ3901'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3901'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND WOODS
 AJ3901'ROAD (0.1 MI SOUTH OF MILE POST 134) , DRIVE WEST ON WOODS ROAD FOR
 AJ3901'1.3 MI (2.1 KM) TO OLD U.S.  HIGHWAY 80, THENCE TURN LEFT (SOUTH) ON
 AJ3901'T0 OLD U.S.  HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT
 AJ3901'ROAD (A DIRT ROAD) , THENCE TURN RIGHT (WEST) ON TO PIER POINT ROAD
 AJ3901'AND DRIVE FOR 1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST
 AJ3901'ACROSS THE GILA RIVER ON PIER POINT ROAD FOR 1.0 MI (1.6 KM) TO
 AJ3901'ENTERPRISE ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT
 AJ3901'(NORTH) ON TO ENTERPRISE ROAD AND DRIVE NORTH-NORTHWEST FOR 1.0 MI
 AJ3901'(1.6 KM) TO A WELL SITE ON YOUR RIGHT, THENCE CONTINUE NORTH-NORTHWEST
 AJ3901'ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO A WELL SITE ON YOUR RIGHT,
 AJ3901'THENCE CONTINUE NORTH-NORTHWEST ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM)
 AJ3901'TO CITRUS VALLEY ROAD (A DIRT ROAD AND NO STREET SIGN) , THENCE TURN
 AJ3901'LEFT (WEST) ON TO CITRUS VALLEY ROAD AND DRIVE SOUTHWESTERLY FOR 3.5
 AJ3901'MI (5.6 KM) TO A CATTLE GUARD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS
 AJ3901'VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON YOUR LEFT, THENCE
 AJ3901'CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A
 AJ3901'WASH BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE SOUTHWESTERLY ON
 AJ3901'CITRUS VALLEY ROAD FOR 5.6 MI (9.0 KM) TO THE STATION ON YOUR LEFT
 AJ3901'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3901'COMPRESSED ON A 17.1 FOOT (5.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3901'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3901'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IK2 1999, SURROUNDED
 AJ3901'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3901'CARSONITE MARKER
 AJ3901'STATION TIES
 AJ3901'33.5 FT (10.2 M) SOUTHEAST OF CENTERLINE OF CITRUS VALLEY ROAD
 AJ3901'10.8 FT (3.3 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3901'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3901'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3903 ***********************************************************************
 AJ3903  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3903  DESIGNATION -  3IM1
 AJ3903  PID         -  AJ3903
 AJ3903  STATE/COUNTY-  AZ/MARICOPA
 AJ3903  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3903
 AJ3903                         *CURRENT SURVEY CONTROL
 AJ3903  ___________________________________________________________________
 AJ3903* NAD 83(1992)-  33 01 03.88397(N)    113 00 05.13155(W)     ADJUSTED  
 AJ3903* NAVD 88     -       259.51   (meters)     851.4    (feet)  GPS OBS   
 AJ3903  ___________________________________________________________________
 AJ3903  X           -  -2,091,938.390 (meters)                     COMP
 AJ3903  Y           -  -4,927,957.135 (meters)                     COMP
 AJ3903  Z           -   3,455,733.323 (meters)                     COMP
 AJ3903  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3903  ELLIP HEIGHT-         228.10  (meters)          (04/12/01) GPS OBS
 AJ3903  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3903
 AJ3903  HORZ ORDER  -  B
 AJ3903  ELLP ORDER  -  THIRD     CLASS II
 AJ3903
 AJ3903.The horizontal coordinates were established by GPS observations
 AJ3903.and adjusted by the National Geodetic Survey in April 2001..
 AJ3903
 AJ3903.The orthometric height was determined by GPS observations and a
 AJ3903.high-resolution geoid model using precise GPS observation and
 AJ3903.processing techniques.
 AJ3903
 AJ3903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3903
 AJ3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3903
 AJ3903.The ellipsoidal height was determined by GPS observations
 AJ3903.and is referenced to NAD 83.
 AJ3903
 AJ3903.The geoid height was determined by GEOID03.
 AJ3903
 AJ3903;                    North         East     Units Scale Factor Converg.
 AJ3903;SPC AZ C     -   224,242.208   112,013.761   MT  1.00002660   -0 35 28.1
 AJ3903;SPC AZ C     -   735,702.78    367,499.22   iFT  1.00002660   -0 35 28.1
 AJ3903;UTM  12      - 3,655,033.806   313,057.047   MT  1.00003092   -1 05 27.2
 AJ3903
 AJ3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3903!SPC AZ C     -   0.99996419  x   1.00002660  =   0.99999079
 AJ3903!UTM  12      -   0.99996419  x   1.00003092  =   0.99999511
 AJ3903
 AJ3903                          SUPERSEDED SURVEY CONTROL
 AJ3903
 AJ3903.No superseded survey control is available for this station.
 AJ3903
 AJ3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1305755034(NAD 83)
 AJ3903_MARKER: DD = SURVEY DISK
 AJ3903_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3903_STAMPING: 3IM1 1999
 AJ3903_MARK LOGO: MCDOT 
 AJ3903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3903+STABILITY: POSITION/ELEVATION WELL
 AJ3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3903+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3903
 AJ3903  HISTORY     - Date     Condition        Report By
 AJ3903  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3903
 AJ3903                          STATION DESCRIPTION
 AJ3903
 AJ3903'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3903'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST-NORTHWEST OF THE
 AJ3903'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 07 WEST
 AJ3903'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3903'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3903'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3903'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3903'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3903'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3903'ROCK DAM ROAD FOR 1.5 MI (2.4 KM) TO A SMALL HILL ON THE LEFT (WEST)
 AJ3903'TO THE END OF TRUCK TRAVEL, PARK ON THE RIGHT (EAST) SIDE OF PAINTED
 AJ3903'ROCK DAM ROAD AND HIKE WEST 600 FT (182.9 M) TO THE HIGHEST POINT AND
 AJ3903'STATION AS DESCRIBED
 AJ3903'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3903'COUNTY D.O.T.  BRASS DISK, STAMPED 3IM1 1999, SET IN BEDROCK,
 AJ3903'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3903'STATION TIES
 AJ3903'5.3 FT (1.6 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3903'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3903'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3904 ***********************************************************************
 AJ3904  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3904  DESIGNATION -  3IO1
 AJ3904  PID         -  AJ3904
 AJ3904  STATE/COUNTY-  AZ/MARICOPA
 AJ3904  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3904
 AJ3904                         *CURRENT SURVEY CONTROL
 AJ3904  ___________________________________________________________________
 AJ3904* NAD 83(1992)-  33 02 22.48634(N)    113 02 45.84538(W)     ADJUSTED  
 AJ3904* NAVD 88     -       169.50   (meters)     556.1    (feet)  GPS OBS   
 AJ3904  ___________________________________________________________________
 AJ3904  X           -  -2,095,231.182 (meters)                     COMP
 AJ3904  Y           -  -4,925,041.658 (meters)                     COMP
 AJ3904  Z           -   3,457,714.484 (meters)                     COMP
 AJ3904  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AJ3904  ELLIP HEIGHT-         138.06  (meters)          (04/12/01) GPS OBS
 AJ3904  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AJ3904
 AJ3904  HORZ ORDER  -  B
 AJ3904  ELLP ORDER  -  THIRD     CLASS II
 AJ3904
 AJ3904.The horizontal coordinates were established by GPS observations
 AJ3904.and adjusted by the National Geodetic Survey in April 2001..
 AJ3904
 AJ3904.The orthometric height was determined by GPS observations and a
 AJ3904.high-resolution geoid model using precise GPS observation and
 AJ3904.processing techniques.
 AJ3904
 AJ3904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3904
 AJ3904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3904
 AJ3904.The ellipsoidal height was determined by GPS observations
 AJ3904.and is referenced to NAD 83.
 AJ3904
 AJ3904.The geoid height was determined by GEOID03.
 AJ3904
 AJ3904;                    North         East     Units Scale Factor Converg.
 AJ3904;SPC AZ C     -   226,707.578   107,868.708   MT  1.00003717   -0 36 57.0
 AJ3904;SPC AZ C     -   743,791.27    353,899.96   iFT  1.00003717   -0 36 57.0
 AJ3904;UTM  12      - 3,657,535.269   308,933.626   MT  1.00005014   -1 06 57.2
 AJ3904
 AJ3904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3904!SPC AZ C     -   0.99997832  x   1.00003717  =   1.00001549
 AJ3904!UTM  12      -   0.99997832  x   1.00005014  =   1.00002846
 AJ3904
 AJ3904                          SUPERSEDED SURVEY CONTROL
 AJ3904
 AJ3904.No superseded survey control is available for this station.
 AJ3904
 AJ3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0893457535(NAD 83)
 AJ3904_MARKER: I = METAL ROD
 AJ3904_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3904_STAMPING: 3IO1 1999
 AJ3904_MARK LOGO: MCDOT 
 AJ3904_PROJECTION: FLUSH
 AJ3904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3904+STABILITY: POSITION/ELEVATION WELL
 AJ3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3904+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3904_ROD/PIPE-DEPTH: 16.6 meters
 AJ3904_SLEEVE-DEPTH  :  0.8 meters
 AJ3904
 AJ3904  HISTORY     - Date     Condition        Report By
 AJ3904  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3904
 AJ3904                          STATION DESCRIPTION
 AJ3904
 AJ3904'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3904'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) WEST-NORTHWEST OF THE
 AJ3904'TOWN OF GILA BEND, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 36
 AJ3904'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3904'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3904'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3904'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3904'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3904'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3904'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3904'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3904'THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3904'1.1 MI (1.8 KM) TO THE STATION ON YOUR RIGHT (TO YOUR LEFT IS A WELL
 AJ3904'SITE AND A DIRT ROAD - ENTRANCE TO PAINTED ROCK RANCH) , PARK AT THIS
 AJ3904'LOCATION AND HIKE EAST 150 FT (45.7 M) TO THE STATION AS DESCRIBED
 AJ3904'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3904'COMPRESSED ON A 54.5 FOOT (16.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3904'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3904'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IO1 1999, SURROUNDED
 AJ3904'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3904'CARSONITE MARKER
 AJ3904'STATION TIES
 AJ3904'175 FT (53.3 M) EAST-SOUTHEAST OF INTERSECTION OF PAINTED ROCK DAM
 AJ3904'ROAD AND DIRT ROAD - ENTRANCE TO PAINTED ROCK RANCH
 AJ3904'149.6 FT (45.6 M) EAST OF CENTERLINE OF PAINTED ROCK DAM ROAD
 AJ3904'51.0 FT (15.5 M) EAST OF EAST TOP OF DIRT DRAINAGE CHANNEL
 AJ3904'6.6 FT (2.0 M) SOUTH-SOUTHEAST OF CARSONITE WITNESS POST
 AJ3904'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3904'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3938 ***********************************************************************
 AJ3938  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3938  DESIGNATION -  3IQ2
 AJ3938  PID         -  AJ3938
 AJ3938  STATE/COUNTY-  AZ/MARICOPA
 AJ3938  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3938
 AJ3938                         *CURRENT SURVEY CONTROL
 AJ3938  ___________________________________________________________________
 AJ3938* NAD 83(1992)-  33 01 33.83722(N)    113 07 26.93339(W)     ADJUSTED  
 AJ3938* NAVD 88     -       155.71   (meters)     510.9    (feet)  GPS OBS   
 AJ3938  ___________________________________________________________________
 AJ3938  X           -  -2,102,257.138 (meters)                     COMP
 AJ3938  Y           -  -4,922,922.465 (meters)                     COMP
 AJ3938  Z           -   3,456,450.417 (meters)                     COMP
 AJ3938  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AJ3938  ELLIP HEIGHT-         124.18  (meters)          (04/12/01) GPS OBS
 AJ3938  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3938
 AJ3938  HORZ ORDER  -  B
 AJ3938  ELLP ORDER  -  THIRD     CLASS II
 AJ3938
 AJ3938.The horizontal coordinates were established by GPS observations
 AJ3938.and adjusted by the National Geodetic Survey in April 2001..
 AJ3938
 AJ3938.The orthometric height was determined by GPS observations and a
 AJ3938.high-resolution geoid model using precise GPS observation and
 AJ3938.processing techniques.
 AJ3938
 AJ3938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3938
 AJ3938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3938
 AJ3938.The ellipsoidal height was determined by GPS observations
 AJ3938.and is referenced to NAD 83.
 AJ3938
 AJ3938.The geoid height was determined by GEOID03.
 AJ3938
 AJ3938;                    North         East     Units Scale Factor Converg.
 AJ3938;SPC AZ C     -   225,289.966   100,558.029   MT  1.00005684   -0 39 29.4
 AJ3938;SPC AZ C     -   739,140.31    329,914.79   iFT  1.00005684   -0 39 29.4
 AJ3938;UTM  12      - 3,656,181.478   301,610.704   MT  1.00008531   -1 09 29.1
 AJ3938
 AJ3938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3938!SPC AZ C     -   0.99998050  x   1.00005684  =   1.00003734
 AJ3938!UTM  12      -   0.99998050  x   1.00008531  =   1.00006581
 AJ3938
 AJ3938                          SUPERSEDED SURVEY CONTROL
 AJ3938
 AJ3938.No superseded survey control is available for this station.
 AJ3938
 AJ3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0161156181(NAD 83)
 AJ3938_MARKER: I = METAL ROD
 AJ3938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3938_STAMPING: 3IQ2 1999
 AJ3938_MARK LOGO: MCDOT 
 AJ3938_PROJECTION: FLUSH
 AJ3938_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3938+STABILITY: POSITION/ELEVATION WELL
 AJ3938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3938+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3938_ROD/PIPE-DEPTH: 14.6 meters
 AJ3938_SLEEVE-DEPTH  :  0.8 meters
 AJ3938
 AJ3938  HISTORY     - Date     Condition        Report By
 AJ3938  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3938
 AJ3938                          STATION DESCRIPTION
 AJ3938
 AJ3938'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3938'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) WEST-NORTHWEST OF THE
 AJ3938'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3938'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3938'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3938'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3938'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3938'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3938'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3938'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3938'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3938'THE Y) , THENCE VEER LEFT (WEST) ON TO ROCKY POINT ROAD AND DRIVE 0.5
 AJ3938'MI (0.8 KM) TO THE END OF PAVEMENT AND AN UNMARKED DIRT ROAD ON YOUR
 AJ3938'LEFT (SOUTH) , THENCE CONTINUE WEST THEN NORTH ON ROCKY POINT ROAD  (A
 AJ3938'GRADED DIRT ROAD) (PAINTED ROCK CAMPGROUND IS LOCATED ON YOUR LEFT
 AJ3938'(SOUTH) ) FOR 1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH
 AJ3938'ON ROCKY POINT ROAD FOR 3.5 MI (5.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3938'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3938'COMPRESSED ON A 48.0 FOOT (14.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3938'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3938'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IQ2 1999, SURROUNDED
 AJ3938'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3938'CARSONITE MARKER
 AJ3938'STATION TIES
 AJ3938'80 FT (24.4 M) EAST-NORTHEAST OF POWER POLE
 AJ3938'33 FT (10.1 M) EAST OF CENTERLINE OF ROCKY POINT ROAD
 AJ3938'3.3 FT (1.0 M) WEST OF CARSONITE WITNESS POST
 AJ3938'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3938'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3929 ***********************************************************************
 AJ3929  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3929  DESIGNATION -  3IS1
 AJ3929  PID         -  AJ3929
 AJ3929  STATE/COUNTY-  AZ/MARICOPA
 AJ3929  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3929
 AJ3929                         *CURRENT SURVEY CONTROL
 AJ3929  ___________________________________________________________________
 AJ3929* NAD 83(1992)-  33 01 48.75718(N)    113 14 15.94953(W)     ADJUSTED  
 AJ3929* NAVD 88     -       153.64   (meters)     504.1    (feet)  GPS OBS   
 AJ3929  ___________________________________________________________________
 AJ3929  X           -  -2,111,915.407 (meters)                     COMP
 AJ3929  Y           -  -4,918,512.167 (meters)                     COMP
 AJ3929  Z           -   3,456,834.577 (meters)                     COMP
 AJ3929  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AJ3929  ELLIP HEIGHT-         121.96  (meters)          (04/12/01) GPS OBS
 AJ3929  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3929
 AJ3929  HORZ ORDER  -  B
 AJ3929  ELLP ORDER  -  THIRD     CLASS II
 AJ3929
 AJ3929.The horizontal coordinates were established by GPS observations
 AJ3929.and adjusted by the National Geodetic Survey in April 2001..
 AJ3929
 AJ3929.The orthometric height was determined by GPS observations and a
 AJ3929.high-resolution geoid model using precise GPS observation and
 AJ3929.processing techniques.
 AJ3929
 AJ3929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3929
 AJ3929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3929
 AJ3929.The ellipsoidal height was determined by GPS observations
 AJ3929.and is referenced to NAD 83.
 AJ3929
 AJ3929.The geoid height was determined by GEOID03.
 AJ3929
 AJ3929;                    North         East     Units Scale Factor Converg.
 AJ3929;SPC AZ C     -   225,877.285    89,949.191   MT  1.00008773   -0 43 12.7
 AJ3929;SPC AZ C     -   741,067.21    295,108.89   iFT  1.00008773   -0 43 12.7
 AJ3929;UTM  12      - 3,656,861.373   291,006.974   MT  1.00013857   -1 13 12.7
 AJ3929
 AJ3929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3929!SPC AZ C     -   0.99998085  x   1.00008773  =   1.00006858
 AJ3929!UTM  12      -   0.99998085  x   1.00013857  =   1.00011942
 AJ3929
 AJ3929                          SUPERSEDED SURVEY CONTROL
 AJ3929
 AJ3929.No superseded survey control is available for this station.
 AJ3929
 AJ3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9100756861(NAD 83)
 AJ3929_MARKER: I = METAL ROD
 AJ3929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3929_STAMPING: 3IS1
 AJ3929_MARK LOGO: MCDOT 
 AJ3929_PROJECTION: FLUSH
 AJ3929_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3929+STABILITY: POSITION/ELEVATION WELL
 AJ3929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3929+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3929_ROD/PIPE-DEPTH:  5.2 meters
 AJ3929_SLEEVE-DEPTH  :  0.8 meters
 AJ3929
 AJ3929  HISTORY     - Date     Condition        Report By
 AJ3929  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3929
 AJ3929                          STATION DESCRIPTION
 AJ3929
 AJ3929'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3929'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF THE TOWN OF
 AJ3929'SENTINEL, TOWNSHIP 04 SOUTH, RANGE 10 WEST, SECTION 36
 AJ3929'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3929'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3929'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3929'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3929'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3929'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3929'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3929'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3929'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3929'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3929'CONTINUE NORTHEAST ON HYDER ROAD FOR 1.04 MI (1.67 KM) TO UNMARKED
 AJ3929'DIRT ROAD WITH A GATE ON YOUR RIGHT (SOUTH) , THENCE TURN RIGHT
 AJ3929'(SOUTHEASTERLY) ON TO DIRT ROAD THROUGH GATE AND DRIVE 1.3 MI (2.1 KM)
 AJ3929'TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHEASTERLY ON
 AJ3929'DIRT ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON YOUR LEFT
 AJ3929'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3929'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3929'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3929'WITH A COUNTY LOGO ACCESS COVER STAMPED 3IS1, SURROUNDED WITH A
 AJ3929'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3929'MARKER
 AJ3929'STATION TIES
 AJ3929'203 FT (61.9 M) NORTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3929'163 FT (49.7 M) NORTH OF OVERHEAD ELECTRIC LINES BEARING EAST AND WEST
 AJ3929'150 FT (45.7 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER
 AJ3929'SECTION 36, TOWNSHIP 4 SOUTH, RANGE 10 WEST
 AJ3929'101.5 FT (30.9 M) NORTH OF NORTHWEST CORNER OF FENCE ENCLOSURE
 AJ3929'63.2 FT (19.3 M) WEST OF BARBED WIRE FENCE BEARING NORTH AND SOUTH
 AJ3929'4.4 FT (1.3 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3929'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3929'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3928 ***********************************************************************
 AJ3928  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3928  DESIGNATION -  3IU1
 AJ3928  PID         -  AJ3928
 AJ3928  STATE/COUNTY-  AZ/YUMA
 AJ3928  USGS QUAD   -  HYDER SE (1982)
 AJ3928
 AJ3928                         *CURRENT SURVEY CONTROL
 AJ3928  ___________________________________________________________________
 AJ3928* NAD 83(1992)-  33 01 22.12386(N)    113 20 09.88752(W)     ADJUSTED  
 AJ3928* NAVD 88     -       163.67   (meters)     537.0    (feet)  GPS OBS   
 AJ3928  ___________________________________________________________________
 AJ3928  X           -  -2,120,532.601 (meters)                     COMP
 AJ3928  Y           -  -4,915,299.253 (meters)                     COMP
 AJ3928  Z           -   3,456,152.050 (meters)                     COMP
 AJ3928  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AJ3928  ELLIP HEIGHT-         131.87  (meters)          (04/12/01) GPS OBS
 AJ3928  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AJ3928
 AJ3928  HORZ ORDER  -  B
 AJ3928  ELLP ORDER  -  THIRD     CLASS II
 AJ3928
 AJ3928.The horizontal coordinates were established by GPS observations
 AJ3928.and adjusted by the National Geodetic Survey in April 2001..
 AJ3928
 AJ3928.The orthometric height was determined by GPS observations and a
 AJ3928.high-resolution geoid model using precise GPS observation and
 AJ3928.processing techniques.
 AJ3928
 AJ3928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3928
 AJ3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3928
 AJ3928.The ellipsoidal height was determined by GPS observations
 AJ3928.and is referenced to NAD 83.
 AJ3928
 AJ3928.The geoid height was determined by GEOID03.
 AJ3928
 AJ3928;                    North         East     Units Scale Factor Converg.
 AJ3928;SPC AZ W     -   224,364.866   252,029.769   MT  0.99995176   +0 13 32.1
 AJ3928;SPC AZ W     -   736,105.20    826,869.32   iFT  0.99995176   +0 13 32.1
 AJ3928;UTM  12      - 3,656,240.854   281,804.591   MT  1.00018705   -1 16 25.0
 AJ3928
 AJ3928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3928!SPC AZ W     -   0.99997930  x   0.99995176  =   0.99993106
 AJ3928!UTM  12      -   0.99997930  x   1.00018705  =   1.00016634
 AJ3928
 AJ3928                          SUPERSEDED SURVEY CONTROL
 AJ3928
 AJ3928.No superseded survey control is available for this station.
 AJ3928
 AJ3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8180556241(NAD 83)
 AJ3928_MARKER: I = METAL ROD
 AJ3928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3928_STAMPING: 3IU1
 AJ3928_MARK LOGO: MCDOT 
 AJ3928_PROJECTION: FLUSH
 AJ3928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3928+STABILITY: POSITION/ELEVATION WELL
 AJ3928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3928+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3928_ROD/PIPE-DEPTH:  5.2 meters
 AJ3928_SLEEVE-DEPTH  :  0.8 meters
 AJ3928
 AJ3928  HISTORY     - Date     Condition        Report By
 AJ3928  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3928
 AJ3928                          STATION DESCRIPTION
 AJ3928
 AJ3928'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3928'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTHWEST OF THE TOWN
 AJ3928'OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 10 WEST, SECTION 6
 AJ3928'OWNERSHIP - SOUTHERN PACIFIC RAILROAD
 AJ3928'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3928'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3928'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3928'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3928'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3928'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3928'THENCE TURN LEFT (SOUTHWEST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3928'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 1.8 MI (2.9
 AJ3928'KM) TO AN ELECTRIC SUBSTATION ON LEFT (SOUTH) SIDE OF HYDER ROAD,
 AJ3928'THENCE CONTINUE SOUTHWEST ON HYDER ROAD FOR 0.1 MI (0.2 KM) TO THE
 AJ3928'STATION ON YOUR RIGHT
 AJ3928'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3928'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3928'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3928'WITH A COUNTY LOGO ACCESS COVER STAMPED 3IU1, SURROUNDED WITH A
 AJ3928'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3928'MARKER
 AJ3928'STATION TIES
 AJ3928'218 FT (66.4 M) WEST OF POWER POLE 18 4 69 K 7441
 AJ3928'125 FT (38.1 M) NORTHWEST OF CENTERLINE OF HYDER ROAD
 AJ3928'99.5 FT (30.3 M) NORTHWEST OF OVERHEAD ELECTRIC LINES BEARING
 AJ3928'NORTHEAST AND SOUTHWEST
 AJ3928'80 FT (24.4 M) SOUTHEAST OF CENTERLINE OF SOUTHERN PACIFIC RAILROAD
 AJ3928'TRACKS
 AJ3928'6.0 FT (1.8 M) SOUTH OF CARSONITE WITNESS POST
 AJ3928'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3928'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3779 ***********************************************************************
 AJ3779  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3779  DESIGNATION -  3JH1
 AJ3779  PID         -  AJ3779
 AJ3779  STATE/COUNTY-  AZ/MARICOPA
 AJ3779  USGS QUAD   -  GILA BEND (1973)
 AJ3779
 AJ3779                         *CURRENT SURVEY CONTROL
 AJ3779  ___________________________________________________________________
 AJ3779* NAD 83(1992)-  32 59 08.89402(N)    112 39 57.76082(W)     ADJUSTED  
 AJ3779* NAVD 88     -       233.38   (meters)     765.7    (feet)  GPS OBS   
 AJ3779  ___________________________________________________________________
 AJ3779  X           -  -2,063,792.088 (meters)                     COMP
 AJ3779  Y           -  -4,941,878.188 (meters)                     COMP
 AJ3779  Z           -   3,452,748.159 (meters)                     COMP
 AJ3779  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AJ3779  ELLIP HEIGHT-         202.11  (meters)          (04/12/01) GPS OBS
 AJ3779  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3779
 AJ3779  HORZ ORDER  -  B
 AJ3779  ELLP ORDER  -  THIRD     CLASS II
 AJ3779
 AJ3779.The horizontal coordinates were established by GPS observations
 AJ3779.and adjusted by the National Geodetic Survey in April 2001..
 AJ3779
 AJ3779.The orthometric height was determined by GPS observations and a
 AJ3779.high-resolution geoid model using precise GPS observation and
 AJ3779.processing techniques.
 AJ3779
 AJ3779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3779
 AJ3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3779
 AJ3779.The ellipsoidal height was determined by GPS observations
 AJ3779.and is referenced to NAD 83.
 AJ3779
 AJ3779.The geoid height was determined by GEOID03.
 AJ3779
 AJ3779;                    North         East     Units Scale Factor Converg.
 AJ3779;SPC AZ C     -   220,426.654   143,323.188   MT  0.99996046   -0 24 28.8
 AJ3779;SPC AZ C     -   723,184.56    470,220.43   iFT  0.99996046   -0 24 28.8
 AJ3779;UTM  12      - 3,650,945.568   344,331.125   MT  0.99989879   -0 54 26.0
 AJ3779
 AJ3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3779!SPC AZ C     -   0.99996827  x   0.99996046  =   0.99992873
 AJ3779!UTM  12      -   0.99996827  x   0.99989879  =   0.99986706
 AJ3779
 AJ3779                          SUPERSEDED SURVEY CONTROL
 AJ3779
 AJ3779.No superseded survey control is available for this station.
 AJ3779
 AJ3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4433150946(NAD 83)
 AJ3779_MARKER: I = METAL ROD
 AJ3779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3779_STAMPING: 3JH1 1999
 AJ3779_MARK LOGO: MCDOT 
 AJ3779_PROJECTION: FLUSH
 AJ3779_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3779+STABILITY: POSITION/ELEVATION WELL
 AJ3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3779+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3779_ROD/PIPE-DEPTH:  5.6 meters
 AJ3779_SLEEVE-DEPTH  :  0.8 meters
 AJ3779
 AJ3779  HISTORY     - Date     Condition        Report By
 AJ3779  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3779
 AJ3779                          STATION DESCRIPTION
 AJ3779
 AJ3779'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3779'THE STATION IS LOCATED APPROXIMATELY 46 MI (74.0 KM) SOUTHWEST OF THE
 AJ3779'CITY OF PHOENIX, 4 MI (6.4 KM) NORTHEAST OF THE TOWN OF BUCKEYE,
 AJ3779'TOWNSHIP 5 SOUTH, RANGE 4 WEST, SECTION 16
 AJ3779'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3779'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3779'LOOP, JUST EAST OF GILA BEND, AND STATE ROUTE 85, DRIVE NORTHEAST ON
 AJ3779'STATE ROUTE 85 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE LEFT
 AJ3779'(NORTHWEST) SIDE OF THE ROAD
 AJ3779'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3779'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 18.5 FOOT (5.6 M) STAINLESS
 AJ3779'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3779'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3779'STAMPED 3JH1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3779'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3779'STATION TIES
 AJ3779'THE STATION IS 250 FT (76.2 M) SOUTHWEST OF A CORRUGATED METAL PIPE
 AJ3779'UNDER STATE ROUTE 85
 AJ3779'36 FT (11.0 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF STATE
 AJ3779'ROUTE 85
 AJ3779'11.5 FT (3.5 M) SOUTHEAST OF A BARBED WIRE FENCE
 AJ3779'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3779'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3778 ***********************************************************************
 AJ3778  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3778  DESIGNATION -  3JJ2
 AJ3778  PID         -  AJ3778
 AJ3778  STATE/COUNTY-  AZ/MARICOPA
 AJ3778  USGS QUAD   -  SMURR (1973)
 AJ3778
 AJ3778                         *CURRENT SURVEY CONTROL
 AJ3778  ___________________________________________________________________
 AJ3778* NAD 83(1992)-  32 59 07.23792(N)    112 46 11.76916(W)     ADJUSTED  
 AJ3778* NAVD 88     -       191.51   (meters)     628.3    (feet)  GPS OBS   
 AJ3778  ___________________________________________________________________
 AJ3778  X           -  -2,072,746.651 (meters)                     COMP
 AJ3778  Y           -  -4,938,121.075 (meters)                     COMP
 AJ3778  Z           -   3,452,682.524 (meters)                     COMP
 AJ3778  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3778  ELLIP HEIGHT-         160.16  (meters)          (04/12/01) GPS OBS
 AJ3778  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3778
 AJ3778  HORZ ORDER  -  B
 AJ3778  ELLP ORDER  -  THIRD     CLASS II
 AJ3778
 AJ3778.The horizontal coordinates were established by GPS observations
 AJ3778.and adjusted by the National Geodetic Survey in April 2001..
 AJ3778
 AJ3778.The orthometric height was determined by GPS observations and a
 AJ3778.high-resolution geoid model using precise GPS observation and
 AJ3778.processing techniques.
 AJ3778
 AJ3778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3778
 AJ3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3778
 AJ3778.The ellipsoidal height was determined by GPS observations
 AJ3778.and is referenced to NAD 83.
 AJ3778
 AJ3778.The geoid height was determined by GEOID03.
 AJ3778
 AJ3778;                    North         East     Units Scale Factor Converg.
 AJ3778;SPC AZ C     -   220,449.576   133,612.833   MT  0.99997839   -0 27 52.4
 AJ3778;SPC AZ C     -   723,259.76    438,362.31   iFT  0.99997839   -0 27 52.4
 AJ3778;UTM  12      - 3,651,053.094   334,621.838   MT  0.99993723   -0 57 49.7
 AJ3778
 AJ3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3778!SPC AZ C     -   0.99997486  x   0.99997839  =   0.99995325
 AJ3778!UTM  12      -   0.99997486  x   0.99993723  =   0.99991209
 AJ3778
 AJ3778                          SUPERSEDED SURVEY CONTROL
 AJ3778
 AJ3778.No superseded survey control is available for this station.
 AJ3778
 AJ3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3462251053(NAD 83)
 AJ3778_MARKER: I = METAL ROD
 AJ3778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3778_STAMPING: 3JJ2 1999
 AJ3778_MARK LOGO: MCDOT 
 AJ3778_PROJECTION: FLUSH
 AJ3778_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3778+STABILITY: POSITION/ELEVATION WELL
 AJ3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3778+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3778_ROD/PIPE-DEPTH: 24.0 meters
 AJ3778_SLEEVE-DEPTH  :  0.8 meters
 AJ3778
 AJ3778  HISTORY     - Date     Condition        Report By
 AJ3778  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3778
 AJ3778                          STATION DESCRIPTION
 AJ3778
 AJ3778'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3778'THE STATION IS LOCATED APPROXIMATELY 51 MI (82.1 KM) SOUTHWEST OF THE
 AJ3778'CITY OF PHOENIX, 4 MI (6.4 KM) NORTHWEST OF THE TOWN OF BUCKEYE,
 AJ3778'TOWNSHIP 5 SOUTH, RANGE 5 WEST, SECTION 16
 AJ3778'OWNERSHIP-TILLEY FARMS INC.
 AJ3778'TO REACH THE STATION FROM THE INTERSECTION FOR INTERSTATE 8 BUSINESS
 AJ3778'LOOP (JUST EAST OF GILA BEND) AND OLD HIGHWAY 80, DRIVE NORTH ON OLD
 AJ3778'HIGHWAY 80 FOR 0.11 MI (0.18 KM) TO STOUT ROAD, THENCE TURN LEFT
 AJ3778'(NORTH) ONTO STOUT ROAD AND DRIVE FOR 1.4 MI (2.3 KM) TO WATERMELON
 AJ3778'ROAD, THENCE TURN LEFT (WEST) ONTO WATERMELON ROAD (DIRT) AND DRIVE
 AJ3778'3.9 MI (6.3 KM) TO A DIRT ROAD, THENCE TURN RIGHT (NORTH) ONTO THE
 AJ3778'DIRT ROAD (WHICH IS PARALLELED BY AN IRRIGATION DITCH ON THE RIGHT
 AJ3778'SIDE OF THE ROAD) AND DRIVE 1.1 MI (1.8 KM) TO THE STATION STRAIGHT
 AJ3778'AHEAD AT THE END OF THE ROAD
 AJ3778'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3778'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 78.6 FOOT (24.0 M) STAINLESS
 AJ3778'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3778'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3778'STAMPED 3JJ2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3778'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3778'STATION TIES
 AJ3778'THE STATION IS 60 FT (18.3 M) NORTH OF AN EAST-WEST DIRT FARM ROAD
 AJ3778'25 FT (7.6 M) WEST OF THE CENTERLINE OF AN IRRIGATION DITCH
 AJ3778'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3778'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3911 ***********************************************************************
 AJ3911  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3911  DESIGNATION -  3JL2
 AJ3911  PID         -  AJ3911
 AJ3911  STATE/COUNTY-  AZ/MARICOPA
 AJ3911  USGS QUAD   -  THEBA (1973)
 AJ3911
 AJ3911                         *CURRENT SURVEY CONTROL
 AJ3911  ___________________________________________________________________
 AJ3911* NAD 83(1992)-  32 59 04.15417(N)    112 52 53.51147(W)     ADJUSTED  
 AJ3911* NAVD 88     -       206.78   (meters)     678.4    (feet)  GPS OBS   
 AJ3911  ___________________________________________________________________
 AJ3911  X           -  -2,082,385.772 (meters)                     COMP
 AJ3911  Y           -  -4,934,134.024 (meters)                     COMP
 AJ3911  Z           -   3,452,611.115 (meters)                     COMP
 AJ3911  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3911  ELLIP HEIGHT-         175.37  (meters)          (04/12/01) GPS OBS
 AJ3911  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AJ3911
 AJ3911  HORZ ORDER  -  B
 AJ3911  ELLP ORDER  -  THIRD     CLASS II
 AJ3911
 AJ3911.The horizontal coordinates were established by GPS observations
 AJ3911.and adjusted by the National Geodetic Survey in April 2001..
 AJ3911
 AJ3911.The orthometric height was determined by GPS observations and a
 AJ3911.high-resolution geoid model using precise GPS observation and
 AJ3911.processing techniques.
 AJ3911
 AJ3911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3911
 AJ3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3911
 AJ3911.The ellipsoidal height was determined by GPS observations
 AJ3911.and is referenced to NAD 83.
 AJ3911
 AJ3911.The geoid height was determined by GEOID03.
 AJ3911
 AJ3911;                    North         East     Units Scale Factor Converg.
 AJ3911;SPC AZ C     -   220,444.683   123,181.822   MT  1.00000024   -0 31 31.1
 AJ3911;SPC AZ C     -   723,243.71    404,139.84   iFT  1.00000024   -0 31 31.1
 AJ3911;UTM  12      - 3,651,139.090   324,191.495   MT  0.99998111   -1 01 28.5
 AJ3911
 AJ3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3911!SPC AZ C     -   0.99997247  x   1.00000024  =   0.99997271
 AJ3911!UTM  12      -   0.99997247  x   0.99998111  =   0.99995358
 AJ3911
 AJ3911                          SUPERSEDED SURVEY CONTROL
 AJ3911
 AJ3911.No superseded survey control is available for this station.
 AJ3911
 AJ3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2419151139(NAD 83)
 AJ3911_MARKER: I = METAL ROD
 AJ3911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3911_STAMPING: 3JL2 1999
 AJ3911_MARK LOGO: MCDOT 
 AJ3911_PROJECTION: FLUSH
 AJ3911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3911+STABILITY: POSITION/ELEVATION WELL
 AJ3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3911+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3911_ROD/PIPE-DEPTH:  7.6 meters
 AJ3911_SLEEVE-DEPTH  :  0.8 meters
 AJ3911
 AJ3911  HISTORY     - Date     Condition        Report By
 AJ3911  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3911
 AJ3911                          STATION DESCRIPTION
 AJ3911
 AJ3911'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3911'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) WEST-NORTHWEST OF THE
 AJ3911'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 06 WEST, SECTION 21
 AJ3911'OWNERSHIP - PRIVATE
 AJ3911'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3911'INTERCHANGE (EXIT 111) , DRIVE NORTH ON CITRUS VALLEY ROAD FOR 3.6 MI
 AJ3911'(5.8 KM) TO SISSON ROAD, THENCE TURN LEFT (WEST) ON SISSON ROAD AND
 AJ3911'DRIVE 2.0 MI (3.2 KM) TO 363RD AVENUE AND END OF PAVEMENT (363RD
 AJ3911'AVENUE HEADS NORTH) , THENCE CONTINUE WEST ON SISSON ROAD (GRADED DIRT
 AJ3911'ROAD) FOR 2.5 MI (4.0 KM) TO THE STATION ON YOUR LEFT
 AJ3911'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3911'COMPRESSED ON A 24.9 FT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3911'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3911'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JL2 1999, SURROUNDED WITH A
 AJ3911'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3911'MARKER
 AJ3911'STATION TIES
 AJ3911'53.0 FT (16.2 M) SOUTH OF OVERHEAD ELECTRIC LINES BEARING EAST-WEST
 AJ3911'25.0 FT (7.6 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3911'3.8 FT (1.2 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3911'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3911'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3909 ***********************************************************************
 AJ3909  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3909  DESIGNATION -  3JN2
 AJ3909  PID         -  AJ3909
 AJ3909  STATE/COUNTY-  AZ/MARICOPA
 AJ3909  USGS QUAD   -  THEBA (1973)
 AJ3909
 AJ3909                         *CURRENT SURVEY CONTROL
 AJ3909  ___________________________________________________________________
 AJ3909* NAD 83(1992)-  32 59 01.87111(N)    112 59 07.37745(W)     ADJUSTED  
 AJ3909* NAVD 88     -       201.02   (meters)     659.5    (feet)  GPS OBS   
 AJ3909  ___________________________________________________________________
 AJ3909  X           -  -2,091,338.787 (meters)                     COMP
 AJ3909  Y           -  -4,930,382.273 (meters)                     COMP
 AJ3909  Z           -   3,452,548.969 (meters)                     COMP
 AJ3909  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AJ3909  ELLIP HEIGHT-         169.59  (meters)          (04/12/01) GPS OBS
 AJ3909  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3909
 AJ3909  HORZ ORDER  -  B
 AJ3909  ELLP ORDER  -  THIRD     CLASS II
 AJ3909
 AJ3909.The horizontal coordinates were established by GPS observations
 AJ3909.and adjusted by the National Geodetic Survey in April 2001..
 AJ3909
 AJ3909.The orthometric height was determined by GPS observations and a
 AJ3909.high-resolution geoid model using precise GPS observation and
 AJ3909.processing techniques.
 AJ3909
 AJ3909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3909
 AJ3909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3909
 AJ3909.The ellipsoidal height was determined by GPS observations
 AJ3909.and is referenced to NAD 83.
 AJ3909
 AJ3909.The geoid height was determined by GEOID03.
 AJ3909
 AJ3909;                    North         East     Units Scale Factor Converg.
 AJ3909;SPC AZ C     -   220,468.140   113,474.481   MT  1.00002298   -0 34 54.7
 AJ3909;SPC AZ C     -   723,320.67    372,291.60   iFT  1.00002298   -0 34 54.7
 AJ3909;UTM  12      - 3,651,247.135   314,484.813   MT  1.00002436   -1 04 52.2
 AJ3909
 AJ3909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3909!SPC AZ C     -   0.99997337  x   1.00002298  =   0.99999635
 AJ3909!UTM  12      -   0.99997337  x   1.00002436  =   0.99999773
 AJ3909
 AJ3909                          SUPERSEDED SURVEY CONTROL
 AJ3909
 AJ3909.No superseded survey control is available for this station.
 AJ3909
 AJ3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1448551247(NAD 83)
 AJ3909_MARKER: I = METAL ROD
 AJ3909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3909_STAMPING: 3JN2 1999
 AJ3909_MARK LOGO: MCDOT 
 AJ3909_PROJECTION: FLUSH
 AJ3909_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3909+STABILITY: POSITION/ELEVATION WELL
 AJ3909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3909+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3909_ROD/PIPE-DEPTH: 15.3 meters
 AJ3909_SLEEVE-DEPTH  :  0.8 meters
 AJ3909
 AJ3909  HISTORY     - Date     Condition        Report By
 AJ3909  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3909  HISTORY     - 20060128 GOOD             USPSQD
 AJ3909  HISTORY     - 20060128 GOOD             USPSQD
 AJ3909
 AJ3909                          STATION DESCRIPTION
 AJ3909
 AJ3909'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3909'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) WEST-NORTHWEST OF THE
 AJ3909'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 07 WEST, SECTION 16
 AJ3909'OWNERSHIP - PRIVATE
 AJ3909'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3909'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3909'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3909'THENCE TURN RIGHT (EAST) ON TO SISSON ROAD AND DRIVE 0.3 MI (0.5 KM)
 AJ3909'TO THE STATION ON YOUR LEFT
 AJ3909'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3909'COMPRESSED ON A 50.3 FT (15.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3909'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3909'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3JN2 1999, SURROUNDED
 AJ3909'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3909'CARSONITE MARKER
 AJ3909'STATION TIES
 AJ3909'25 FT (7.6 M) NORTH OF CENTERLINE OF SISSON ROAD
 AJ3909'4.1 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3909'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3909'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3909
 AJ3909                          STATION RECOVERY (2006)
 AJ3909
 AJ3909'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3909'RECOVERED AS DESCRIBED.
 AJ3909
 AJ3909                          STATION RECOVERY (2006)
 AJ3909
 AJ3909'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3909'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3920 ***********************************************************************
 AJ3920  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3920  DESIGNATION -  3JP2
 AJ3920  PID         -  AJ3920
 AJ3920  STATE/COUNTY-  AZ/MARICOPA
 AJ3920  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3920
 AJ3920                         *CURRENT SURVEY CONTROL
 AJ3920  ___________________________________________________________________
 AJ3920* NAD 83(1992)-  33 00 21.40941(N)    113 03 22.68157(W)     ADJUSTED  
 AJ3920* NAVD 88     -       179.50   (meters)     588.9    (feet)  GPS OBS   
 AJ3920  ___________________________________________________________________
 AJ3920  X           -  -2,096,910.082 (meters)                     COMP
 AJ3920  Y           -  -4,926,545.499 (meters)                     COMP
 AJ3920  Z           -   3,454,592.403 (meters)                     COMP
 AJ3920  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3920  ELLIP HEIGHT-         148.02  (meters)          (04/12/01) GPS OBS
 AJ3920  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AJ3920
 AJ3920  HORZ ORDER  -  B
 AJ3920  ELLP ORDER  -  THIRD     CLASS II
 AJ3920
 AJ3920.The horizontal coordinates were established by GPS observations
 AJ3920.and adjusted by the National Geodetic Survey in April 2001..
 AJ3920
 AJ3920.The orthometric height was determined by GPS observations and a
 AJ3920.high-resolution geoid model using precise GPS observation and
 AJ3920.processing techniques.
 AJ3920
 AJ3920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3920
 AJ3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3920
 AJ3920.The ellipsoidal height was determined by GPS observations
 AJ3920.and is referenced to NAD 83.
 AJ3920
 AJ3920.The geoid height was determined by GEOID03.
 AJ3920
 AJ3920;                    North         East     Units Scale Factor Converg.
 AJ3920;SPC AZ C     -   222,987.964   106,872.478   MT  1.00003977   -0 37 15.0
 AJ3920;SPC AZ C     -   731,587.81    350,631.49   iFT  1.00003977   -0 37 15.0
 AJ3920;UTM  12      - 3,653,824.434   307,904.971   MT  1.00005500   -1 07 13.7
 AJ3920
 AJ3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3920!SPC AZ C     -   0.99997676  x   1.00003977  =   1.00001653
 AJ3920!UTM  12      -   0.99997676  x   1.00005500  =   1.00003176
 AJ3920
 AJ3920                          SUPERSEDED SURVEY CONTROL
 AJ3920
 AJ3920.No superseded survey control is available for this station.
 AJ3920
 AJ3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0790553824(NAD 83)
 AJ3920_MARKER: I = METAL ROD
 AJ3920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3920_STAMPING: 3JP2 1999
 AJ3920_MARK LOGO: MCDOT 
 AJ3920_PROJECTION: FLUSH
 AJ3920_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3920+STABILITY: POSITION/ELEVATION WELL
 AJ3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3920+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3920_ROD/PIPE-DEPTH:  6.5 meters
 AJ3920_SLEEVE-DEPTH  :  0.8 meters
 AJ3920
 AJ3920  HISTORY     - Date     Condition        Report By
 AJ3920  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3920
 AJ3920                          STATION DESCRIPTION
 AJ3920
 AJ3920'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3920'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) WEST-NORTHWEST OF THE
 AJ3920'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST
 AJ3920'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3920'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3920'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3920'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3920'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3920'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3920'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3920'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3920'THE Y) , THENCE VEER LEFT (WEST) ON TO ROCKY POINT ROAD AND DRIVE 0.5
 AJ3920'MI (0.8 KM) TO THE END OF PAVEMENT AND AN UNMARKED DIRT ROAD ON YOUR
 AJ3920'LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (PAINTED ROCK
 AJ3920'CAMPGROUND IS LOCATED ON YOUR RIGHT (WEST) OF DIRT ROAD) AND DRIVE 1.0
 AJ3920'MI (1.6 KM) TO A BARBED WIRE FENCE AND GATE, THENCE CONTINUE SOUTH ON
 AJ3920'DIRT ROAD THROUGH GATE FOR 0.2 MI (0.3 KM) TO A CATTLE PEN ENCLOSURE
 AJ3920'ON YOUR RIGHT, THENCE CONTINUE SOUTH ON DIRT ROAD FOR 0.1 MI (0.2 KM)
 AJ3920'TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3920'THROUGH WASH FOR 0.1 MI (0.2 KM) TO THE STATION ON YOUR RIGHT
 AJ3920'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3920'COMPRESSED ON A 21.4 FOOT (6.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3920'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3920'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3JP2 1999, SURROUNDED
 AJ3920'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3920'CARSONITE MARKER
 AJ3920'STATION TIES
 AJ3920'54.0 FT (16.5 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3920'6.5 FT (2.0 M) EAST OF CARSONITE WITNESS POST
 AJ3920'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3920'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3966 ***********************************************************************
 AJ3966  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3966  DESIGNATION -  3JR3
 AJ3966  PID         -  AJ3966
 AJ3966  STATE/COUNTY-  AZ/MARICOPA
 AJ3966  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3966
 AJ3966                         *CURRENT SURVEY CONTROL
 AJ3966  ___________________________________________________________________
 AJ3966* NAD 83(1992)-  32 59 08.60559(N)    113 11 36.24900(W)     ADJUSTED  
 AJ3966* NAVD 88     -       176.91   (meters)     580.4    (feet)  GPS OBS   
 AJ3966  ___________________________________________________________________
 AJ3966  X           -  -2,109,172.841 (meters)                     COMP
 AJ3966  Y           -  -4,922,634.325 (meters)                     COMP
 AJ3966  Z           -   3,452,709.749 (meters)                     COMP
 AJ3966  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3966  ELLIP HEIGHT-         145.25  (meters)          (04/12/01) GPS OBS
 AJ3966  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AJ3966
 AJ3966  HORZ ORDER  -  B
 AJ3966  ELLP ORDER  -  THIRD     CLASS II
 AJ3966
 AJ3966.The horizontal coordinates were established by GPS observations
 AJ3966.and adjusted by the National Geodetic Survey in April 2001..
 AJ3966
 AJ3966.The orthometric height was determined by GPS observations and a
 AJ3966.high-resolution geoid model using precise GPS observation and
 AJ3966.processing techniques.
 AJ3966
 AJ3966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3966
 AJ3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3966
 AJ3966.The ellipsoidal height was determined by GPS observations
 AJ3966.and is referenced to NAD 83.
 AJ3966
 AJ3966.The geoid height was determined by GEOID03.
 AJ3966
 AJ3966;                    North         East     Units Scale Factor Converg.
 AJ3966;SPC AZ C     -   220,892.292    94,033.600   MT  1.00007551   -0 41 42.6
 AJ3966;SPC AZ C     -   724,712.24    308,509.19   iFT  1.00007551   -0 41 42.6
 AJ3966;UTM  12      - 3,651,840.714   295,047.941   MT  1.00011795   -1 11 40.5
 AJ3966
 AJ3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3966!SPC AZ C     -   0.99997720  x   1.00007551  =   1.00005270
 AJ3966!UTM  12      -   0.99997720  x   1.00011795  =   1.00009514
 AJ3966
 AJ3966                          SUPERSEDED SURVEY CONTROL
 AJ3966
 AJ3966.No superseded survey control is available for this station.
 AJ3966
 AJ3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9504851841(NAD 83)
 AJ3966_MARKER: I = METAL ROD
 AJ3966_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3966+WITH SETTING: INFORMATION.
 AJ3966_STAMPING: 3JR3 12-1999
 AJ3966_MARK LOGO: MCDOT 
 AJ3966_PROJECTION: FLUSH
 AJ3966_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3966+STABILITY: POSITION/ELEVATION WELL
 AJ3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3966+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3966_ROD/PIPE-DEPTH:  2.0 meters
 AJ3966_SLEEVE-DEPTH  :  0.8 meters
 AJ3966
 AJ3966  HISTORY     - Date     Condition        Report By
 AJ3966  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3966
 AJ3966                          STATION DESCRIPTION
 AJ3966
 AJ3966'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3966'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF THE TOWN OF
 AJ3966'SENTINEL, TOWNSHIP 05 SOUTH, RANGE 09 WEST, SECTION 16
 AJ3966'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3966'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3966'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM)
 AJ3966'TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (EAST) (32 55 39N, 113 17 37W)
 AJ3966', THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE SOUTHEASTERLY FOR
 AJ3966'1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3966'EASTERLY ON DIRT ROAD FOR 4.2 MI (6.8 KM) TO A Y IN THE ROAD (LAT 32
 AJ3966'55 49N, LONG 113 12 31W) , THENCE VEER LEFT AND CONTINUE EASTERLY ON
 AJ3966'DIRT ROAD FOR 0.5 MI (0.8 KM) TO A BEND IN THE ROAD TO THE NORTH (LAT
 AJ3966'32 55 57N, LONG 113 12 09W) , THENCE CONTINUE NORTH ON DIRT ROAD
 AJ3966'(POWER LINE RUNS ALONG EAST SIDE OF DIRT ROAD) FOR 3.8 MI (6.1 KM) TO
 AJ3966'THE STATION ON YOUR LEFT
 AJ3966'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3966'COMPRESSED ON A 6.5 FT (2.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3966'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3966'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JR3 12-1999, SURROUNDED WITH
 AJ3966'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3966'CARSONITE MARKER
 AJ3966'STATION TIES
 AJ3966'40 FT (12.2 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3966'4.0 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3966'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3966'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3927 ***********************************************************************
 AJ3927  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3927  DESIGNATION -  3JT1
 AJ3927  PID         -  AJ3927
 AJ3927  STATE/COUNTY-  AZ/MARICOPA
 AJ3927  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3927
 AJ3927                         *CURRENT SURVEY CONTROL
 AJ3927  ___________________________________________________________________
 AJ3927* NAD 83(1992)-  32 59 46.13602(N)    113 18 22.66717(W)     ADJUSTED  
 AJ3927* NAVD 88     -       145.69   (meters)     478.0    (feet)  GPS OBS   
 AJ3927  ___________________________________________________________________
 AJ3927  X           -  -2,118,608.671 (meters)                     COMP
 AJ3927  Y           -  -4,917,866.582 (meters)                     COMP
 AJ3927  Z           -   3,453,662.467 (meters)                     COMP
 AJ3927  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AJ3927  ELLIP HEIGHT-         113.91  (meters)          (04/12/01) GPS OBS
 AJ3927  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AJ3927
 AJ3927  HORZ ORDER  -  B
 AJ3927  ELLP ORDER  -  THIRD     CLASS II
 AJ3927
 AJ3927.The horizontal coordinates were established by GPS observations
 AJ3927.and adjusted by the National Geodetic Survey in April 2001..
 AJ3927
 AJ3927.The orthometric height was determined by GPS observations and a
 AJ3927.high-resolution geoid model using precise GPS observation and
 AJ3927.processing techniques.
 AJ3927
 AJ3927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3927
 AJ3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3927
 AJ3927.The ellipsoidal height was determined by GPS observations
 AJ3927.and is referenced to NAD 83.
 AJ3927
 AJ3927.The geoid height was determined by GEOID03.
 AJ3927
 AJ3927;                    North         East     Units Scale Factor Converg.
 AJ3927;SPC AZ C     -   222,182.206    83,496.754   MT  1.00010788   -0 45 24.7
 AJ3927;SPC AZ C     -   728,944.25    273,939.48   iFT  1.00010788   -0 45 24.7
 AJ3927;UTM  12      - 3,653,222.508   284,522.177   MT  1.00017252   -1 15 23.2
 AJ3927
 AJ3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3927!SPC AZ C     -   0.99998212  x   1.00010788  =   1.00008999
 AJ3927!UTM  12      -   0.99998212  x   1.00017252  =   1.00015463
 AJ3927
 AJ3927                          SUPERSEDED SURVEY CONTROL
 AJ3927
 AJ3927.No superseded survey control is available for this station.
 AJ3927
 AJ3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8452253223(NAD 83)
 AJ3927_MARKER: I = METAL ROD
 AJ3927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3927_STAMPING: 3JT1 12-1999
 AJ3927_MARK LOGO: MCDOT 
 AJ3927_PROJECTION: FLUSH
 AJ3927_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3927+STABILITY: POSITION/ELEVATION WELL
 AJ3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3927+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3927_ROD/PIPE-DEPTH:  7.6 meters
 AJ3927_SLEEVE-DEPTH  :  0.8 meters
 AJ3927
 AJ3927  HISTORY     - Date     Condition        Report By
 AJ3927  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3927
 AJ3927                          STATION DESCRIPTION
 AJ3927
 AJ3927'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3927'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF THE TOWN
 AJ3927'OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 10 WEST, SECTION 17
 AJ3927'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3927'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3927'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3927'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3927'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3927'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3927'CALIENTE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3927'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3927'COMPRESSED ON A 25.0 FT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3927'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3927'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JT1 12-1999, SURROUNDED WITH
 AJ3927'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3927'CARSONITE MARKER
 AJ3927'STATION TIES
 AJ3927'84 FT (25.6 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3927'4.7 FT (1.4 M) EAST-NORTHEAST OF CARSONITE WITNESS POST
 AJ3927'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3927'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3787 ***********************************************************************
 AJ3787  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3787  DESIGNATION -  3KB2
 AJ3787  PID         -  AJ3787
 AJ3787  STATE/COUNTY-  AZ/MARICOPA
 AJ3787  USGS QUAD   -  CONLEY WELL (1979)
 AJ3787
 AJ3787                         *CURRENT SURVEY CONTROL
 AJ3787  ___________________________________________________________________
 AJ3787* NAD 83(1992)-  32 57 32.37810(N)    112 21 59.48755(W)     ADJUSTED  
 AJ3787* NAVD 88     -       525.66   (meters)    1724.6    (feet)  GPS OBS   
 AJ3787  ___________________________________________________________________
 AJ3787  X           -  -2,038,639.079 (meters)                     COMP
 AJ3787  Y           -  -4,954,323.114 (meters)                     COMP
 AJ3787  Z           -   3,450,413.013 (meters)                     COMP
 AJ3787  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AJ3787  ELLIP HEIGHT-         495.03  (meters)          (04/12/01) GPS OBS
 AJ3787  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3787
 AJ3787  HORZ ORDER  -  B
 AJ3787  ELLP ORDER  -  THIRD     CLASS II
 AJ3787
 AJ3787.The horizontal coordinates were established by GPS observations
 AJ3787.and adjusted by the National Geodetic Survey in April 2001..
 AJ3787
 AJ3787.The orthometric height was determined by GPS observations and a
 AJ3787.high-resolution geoid model using precise GPS observation and
 AJ3787.processing techniques.
 AJ3787
 AJ3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3787
 AJ3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3787
 AJ3787.The ellipsoidal height was determined by GPS observations
 AJ3787.and is referenced to NAD 83.
 AJ3787
 AJ3787.The geoid height was determined by GEOID03.
 AJ3787
 AJ3787;                    North         East     Units Scale Factor Converg.
 AJ3787;SPC AZ C     -   217,294.077   171,303.948   MT  0.99992180   -0 14 41.1
 AJ3787;SPC AZ C     -   712,907.08    562,020.83   iFT  0.99992180   -0 14 41.1
 AJ3787;UTM  12      - 3,647,569.726   372,280.993   MT  0.99980113   -0 44 36.8
 AJ3787
 AJ3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3787!SPC AZ C     -   0.99992229  x   0.99992180  =   0.99984409
 AJ3787!UTM  12      -   0.99992229  x   0.99980113  =   0.99972343
 AJ3787
 AJ3787                          SUPERSEDED SURVEY CONTROL
 AJ3787
 AJ3787.No superseded survey control is available for this station.
 AJ3787
 AJ3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7228147570(NAD 83)
 AJ3787_MARKER: I = METAL ROD
 AJ3787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3787_STAMPING: 3KB2 1-00
 AJ3787_MARK LOGO: MCDOT 
 AJ3787_PROJECTION: FLUSH
 AJ3787_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3787+STABILITY: POSITION/ELEVATION WELL
 AJ3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3787+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3787_ROD/PIPE-DEPTH:  3.0 meters
 AJ3787_SLEEVE-DEPTH  :  0.8 meters
 AJ3787
 AJ3787  HISTORY     - Date     Condition        Report By
 AJ3787  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3787
 AJ3787                          STATION DESCRIPTION
 AJ3787
 AJ3787'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3787'THE STATION IS LOCATED APPROXIMATELY 37 MI (59.5 KM) SOUTHWEST OF THE
 AJ3787'CITY OF PHOENIX, 20 MI (32.2 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3787'TOWNSHIP 5 SOUTH, RANGE 1 WEST, SECTION 28
 AJ3787'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3787'TO REACH THE STATION FROM MARICOPA ROAD AT MILE POST 33, DRIVE WEST ON
 AJ3787'MARICOPA ROAD FOR 0.1 MI (0.2 KM) TO 83RD AVENUE, THENCE TURN LEFT
 AJ3787'(SOUTH) ONTO 83RD AVENUE AND DRIVE FOR 2.1 MI (3.4 KM) TO THE
 AJ3787'INTERSECTION WITH A PIPELINE, THENCE CONTINUE SOUTH ON 83RD AVENUE,
 AJ3787'PASSING OVER THE PIPELINE, FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, THENCE
 AJ3787'TURN RIGHT (WEST) ONTO THE ROAD AND DRIVE FOR 2.0 MI (3.2 KM) TO A
 AJ3787'POINT WHERE THE ROAD BENDS LEFT (SOUTH) NEAR THE INTERSECTION WITH
 AJ3787'SHUMACKER ROAD, AND BECOMES 99TH AVENUE, THENCE CONTINUE SOUTH ON 99TH
 AJ3787'AVENUE FOR 2.0 MI (3.2 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT
 AJ3787'(WEST) ONTO THE DIRT ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A
 AJ3787'T-INTERSECTION, THENCE TURN RIGHT (NORTH) ONTO THE NORTH-SOUTH ROAD
 AJ3787'AND DRIVE FOR 1.0 MI (1.6 KM) TO A BEND IN THE ROAD, THENCE TAKE THE
 AJ3787'BEND TO THE LEFT (WEST) AND CONTINUE ON THE ROAD FOR 0.9 MI (1.4 KM)
 AJ3787'TO A ROAD NORTH, THENCE CONTINUE WESTERLY PAST THE ROAD NORTH FOR 2.6
 AJ3787'MI (4.2 KM) TO A TRAIL NORTH, THENCE CONTINUE WESTERLY TO
 AJ3787'SOUTHWESTERLY, PAST THE TRAIL NORTH, FOR 5.2 MI (8.4 KM) TO A POINT
 AJ3787'WHERE THE ROAD BEGINS TO BEND TO THE RIGHT (WEST) AND THE STATION ON
 AJ3787'THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3787'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3787'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3787'STEEL ROD, ENCASED IN A GREASED 1 INCH PVC SLEEVE, ENCLOSED IN A 5
 AJ3787'INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER STAMPED 3KB2
 AJ3787'1-00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED
 AJ3787'BY A WHITE CARSONITE MARKER
 AJ3787'STATION TIES
 AJ3787'THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTH OF THE CENTERLINE OF
 AJ3787'THE ROAD
 AJ3787'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3787'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3758 ***********************************************************************
 AJ3758  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3758  DESIGNATION -  3KE2
 AJ3758  PID         -  AJ3758
 AJ3758  STATE/COUNTY-  AZ/MARICOPA
 AJ3758  USGS QUAD   -  BOSQUE (1973)
 AJ3758
 AJ3758                         *CURRENT SURVEY CONTROL
 AJ3758  ___________________________________________________________________
 AJ3758* NAD 83(1992)-  32 56 31.31791(N)    112 31 46.98799(W)     ADJUSTED  
 AJ3758* NAVD 88     -       370.63   (meters)    1216.0    (feet)  GPS OBS   
 AJ3758  ___________________________________________________________________
 AJ3758  X           -  -2,053,084.196 (meters)                     COMP
 AJ3758  Y           -  -4,949,321.080 (meters)                     COMP
 AJ3758  Z           -   3,448,749.927 (meters)                     COMP
 AJ3758  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 AJ3758  ELLIP HEIGHT-         339.65  (meters)          (04/12/01) GPS OBS
 AJ3758  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3758
 AJ3758  HORZ ORDER  -  B
 AJ3758  ELLP ORDER  -  THIRD     CLASS II
 AJ3758
 AJ3758.The horizontal coordinates were established by GPS observations
 AJ3758.and adjusted by the National Geodetic Survey in April 2001..
 AJ3758
 AJ3758.The orthometric height was determined by GPS observations and a
 AJ3758.high-resolution geoid model using precise GPS observation and
 AJ3758.processing techniques.
 AJ3758
 AJ3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3758
 AJ3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3758
 AJ3758.The ellipsoidal height was determined by GPS observations
 AJ3758.and is referenced to NAD 83.
 AJ3758
 AJ3758.The geoid height was determined by GEOID03.
 AJ3758
 AJ3758;                    North         East     Units Scale Factor Converg.
 AJ3758;SPC AZ C     -   215,490.160   156,036.147   MT  0.99994050   -0 20 00.2
 AJ3758;SPC AZ C     -   706,988.71    511,929.62   iFT  0.99994050   -0 20 00.2
 AJ3758;UTM  12      - 3,645,898.941   356,999.667   MT  0.99985214   -0 49 55.2
 AJ3758
 AJ3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3758!SPC AZ C     -   0.99994668  x   0.99994050  =   0.99988718
 AJ3758!UTM  12      -   0.99994668  x   0.99985214  =   0.99979882
 AJ3758
 AJ3758                          SUPERSEDED SURVEY CONTROL
 AJ3758
 AJ3758.No superseded survey control is available for this station.
 AJ3758
 AJ3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5700045899(NAD 83)
 AJ3758_MARKER: I = METAL ROD
 AJ3758_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3758_STAMPING: 3KE2 2000
 AJ3758_MARK LOGO: MCDOT 
 AJ3758_PROJECTION: FLUSH
 AJ3758_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3758+STABILITY: POSITION/ELEVATION WELL
 AJ3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3758+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3758_ROD/PIPE-DEPTH:  4.3 meters
 AJ3758_SLEEVE-DEPTH  :  0.8 meters
 AJ3758
 AJ3758  HISTORY     - Date     Condition        Report By
 AJ3758  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3758
 AJ3758                          STATION DESCRIPTION
 AJ3758
 AJ3758'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3758'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) WEST OF THE CITY
 AJ3758'OF PHOENIX, 30 MI (48.3 KM) SOUTH OF THE TOWN OF BUCKEYE, ON THE
 AJ3758'TOWNSHIP LINE BETWEEN TOWNSHIP 5 SOUTH AND TOWNSHIP 6 SOUTH, RANGE 3
 AJ3758'WEST, BETWEEN THE CLOSING CORNERS OF SECTIONS 35, 36 AND 2, 1
 AJ3758'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3758'TO REACH THE STATION FROM THE INTERSECTION (EXIT 151) OF INTERSTATE 8
 AJ3758'AND STATE ROUTE 84, DRIVE WEST ON INTERSTATE 8 FOR 23.8 MI (38.3 KM)
 AJ3758'TO MILE POST 128, THENCE CONTINUE EAST ON INTERSTATE 8 FOR 0.2 MI (0.3
 AJ3758'KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD
 AJ3758'AND DRIVE NORTH, THEN VEER NORTHWEST FOR 0.7 MI (1.1 KM) TO A DIRT
 AJ3758'ROAD RIGHT, THENCE TURN RIGHT AND DRIVE NORTHERLY FOR 2.0 MI (3.2 KM)
 AJ3758'TO THE STATION ON THE LEFT (WEST) SIDE OF THE ROAD, THERE IS A
 AJ3758'LIVESTOCK WATERING TANK 0.1 MI (0.2 KM) FARTHER AHEAD ON THE DIRT ROAD
 AJ3758'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3758'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3758'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3758'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3758'STAMPED 3KE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3758'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3758'STATION TIES
 AJ3758'THE STATION IS 110 FT (33.5 M) EAST OF GENERAL LAND OFFICE BRASS CAP
 AJ3758'TOWNSHIP 5 SOUTH, RANGE 3 WEST, SECTIONS 35 AND 36
 AJ3758'90 FT (27.4 M) WEST OF A GENERAL LAND OFFICE BRASS CAP FOR TOWNSHIP 6
 AJ3758'SOUTH, RANGE 3 WEST, SECTIONS 2 AND 1
 AJ3758'20 FT (6.1 M) WEST OF THE DIRT ROAD
 AJ3758'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3758'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3759 ***********************************************************************
 AJ3759  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3759  DESIGNATION -  3KI1
 AJ3759  PID         -  AJ3759
 AJ3759  STATE/COUNTY-  AZ/MARICOPA
 AJ3759  USGS QUAD   -  GILA BEND (1973)
 AJ3759
 AJ3759                         *CURRENT SURVEY CONTROL
 AJ3759  ___________________________________________________________________
 AJ3759* NAD 83(1992)-  32 56 05.87413(N)    112 42 55.17102(W)     ADJUSTED  
 AJ3759* NAVD 88     -       235.84   (meters)     773.8    (feet)  GPS OBS   
 AJ3759  ___________________________________________________________________
 AJ3759  X           -  -2,069,227.230 (meters)                     COMP
 AJ3759  Y           -  -4,942,932.821 (meters)                     COMP
 AJ3759  Z           -   3,448,018.587 (meters)                     COMP
 AJ3759  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ3759  ELLIP HEIGHT-         204.52  (meters)          (04/12/01) GPS OBS
 AJ3759  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 AJ3759
 AJ3759  HORZ ORDER  -  B
 AJ3759  ELLP ORDER  -  THIRD     CLASS II
 AJ3759
 AJ3759.The horizontal coordinates were established by GPS observations
 AJ3759.and adjusted by the National Geodetic Survey in April 2001..
 AJ3759
 AJ3759.The orthometric height was determined by GPS observations and a
 AJ3759.high-resolution geoid model using precise GPS observation and
 AJ3759.processing techniques.
 AJ3759
 AJ3759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3759
 AJ3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3759
 AJ3759.The ellipsoidal height was determined by GPS observations
 AJ3759.and is referenced to NAD 83.
 AJ3759
 AJ3759.The geoid height was determined by GEOID03.
 AJ3759
 AJ3759;                    North         East     Units Scale Factor Converg.
 AJ3759;SPC AZ C     -   214,822.649   138,674.548   MT  0.99996875   -0 26 03.3
 AJ3759;SPC AZ C     -   704,798.72    454,968.99   iFT  0.99996875   -0 26 03.3
 AJ3759;UTM  12      - 3,645,382.569   339,634.132   MT  0.99991710   -0 55 58.1
 AJ3759
 AJ3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3759!SPC AZ C     -   0.99996789  x   0.99996875  =   0.99993664
 AJ3759!UTM  12      -   0.99996789  x   0.99991710  =   0.99988499
 AJ3759
 AJ3759                          SUPERSEDED SURVEY CONTROL
 AJ3759
 AJ3759.No superseded survey control is available for this station.
 AJ3759
 AJ3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3963445383(NAD 83)
 AJ3759_MARKER: I = METAL ROD
 AJ3759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3759_STAMPING: 3KI1 2000
 AJ3759_MARK LOGO: MCDOT 
 AJ3759_PROJECTION: FLUSH
 AJ3759_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3759+STABILITY: POSITION/ELEVATION WELL
 AJ3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3759+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 AJ3759_ROD/PIPE-DEPTH: 12.2 meters
 AJ3759_SLEEVE-DEPTH  :  0.8 meters
 AJ3759
 AJ3759  HISTORY     - Date     Condition        Report By
 AJ3759  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3759  HISTORY     - 20060218 GOOD             USPSQD
 AJ3759
 AJ3759                          STATION DESCRIPTION
 AJ3759
 AJ3759'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3759'THE STATION IS LOCATED APPROXIMATELY 51 MI (82.1 KM) SOUTHWEST OF THE
 AJ3759'CITY OF PHOENIX, 0.9 MI (1.4 KM) SOUTH OF THE TOWN OF GILA BEND,
 AJ3759'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3759'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3759'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3759'AND INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE WEST ON
 AJ3759'INTERSTATE 8 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT (SOUTH)
 AJ3759'SIDE OF THE WESTBOUND LANES OF INTERSTATE 8, 0.2 MI (0.3 KM) WEST OF
 AJ3759'MILE POST 117, JUST EAST OF AN UNDERPASS, IN THE MEDIAN OF THE
 AJ3759'INTERSTATE
 AJ3759'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3759'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 40 FOOT (12.2 M) STAINLESS
 AJ3759'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3759'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3759'STAMPED 3KI1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3759'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3759'STATION TIES
 AJ3759'THE STATION IS 40 FT (12.2 M) SOUTH OF THE WEST-BOUND LANES OF
 AJ3759'INTERSTATE 8
 AJ3759'40 FT (12.2 M) NORTH OF THE EAST-BOUND LANES OF INTERSTATE 8
 AJ3759'10 FT (3.0 M) EAST OF A FENCE
 AJ3759'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3759'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3759
 AJ3759                          STATION RECOVERY (2006)
 AJ3759
 AJ3759'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3913 ***********************************************************************
 AJ3913  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3913  DESIGNATION -  3KK2
 AJ3913  PID         -  AJ3913
 AJ3913  STATE/COUNTY-  AZ/MARICOPA
 AJ3913  USGS QUAD   -  SMURR (1973)
 AJ3913
 AJ3913                         *CURRENT SURVEY CONTROL
 AJ3913  ___________________________________________________________________
 AJ3913* NAD 83(1992)-  32 56 29.58663(N)    112 49 19.97770(W)     ADJUSTED  
 AJ3913* NAVD 88     -       218.63   (meters)     717.3    (feet)  GPS OBS   
 AJ3913  ___________________________________________________________________
 AJ3913  X           -  -2,078,285.448 (meters)                     COMP
 AJ3913  Y           -  -4,938,684.408 (meters)                     COMP
 AJ3913  Z           -   3,448,622.292 (meters)                     COMP
 AJ3913  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3913  ELLIP HEIGHT-         187.25  (meters)          (04/12/01) GPS OBS
 AJ3913  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3913
 AJ3913  HORZ ORDER  -  B
 AJ3913  ELLP ORDER  -  THIRD     CLASS II
 AJ3913
 AJ3913.The horizontal coordinates were established by GPS observations
 AJ3913.and adjusted by the National Geodetic Survey in April 2001..
 AJ3913
 AJ3913.The orthometric height was determined by GPS observations and a
 AJ3913.high-resolution geoid model using precise GPS observation and
 AJ3913.processing techniques.
 AJ3913
 AJ3913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3913
 AJ3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3913
 AJ3913.The ellipsoidal height was determined by GPS observations
 AJ3913.and is referenced to NAD 83.
 AJ3913
 AJ3913.The geoid height was determined by GEOID03.
 AJ3913
 AJ3913;                    North         East     Units Scale Factor Converg.
 AJ3913;SPC AZ C     -   215,633.944   128,684.763   MT  0.99998838   -0 29 32.8
 AJ3913;SPC AZ C     -   707,460.45    422,194.10   iFT  0.99998838   -0 29 32.8
 AJ3913;UTM  12      - 3,646,280.731   329,652.197   MT  0.99995781   -0 59 28.1
 AJ3913
 AJ3913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3913!SPC AZ C     -   0.99997060  x   0.99998838  =   0.99995898
 AJ3913!UTM  12      -   0.99997060  x   0.99995781  =   0.99992841
 AJ3913
 AJ3913                          SUPERSEDED SURVEY CONTROL
 AJ3913
 AJ3913.No superseded survey control is available for this station.
 AJ3913
 AJ3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2965246281(NAD 83)
 AJ3913_MARKER: I = METAL ROD
 AJ3913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3913_STAMPING: 3KK2 1999
 AJ3913_MARK LOGO: MCDOT 
 AJ3913_PROJECTION: FLUSH
 AJ3913_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3913+STABILITY: POSITION/ELEVATION WELL
 AJ3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3913+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3913_ROD/PIPE-DEPTH: 11.6 meters
 AJ3913_SLEEVE-DEPTH  :  0.8 meters
 AJ3913
 AJ3913  HISTORY     - Date     Condition        Report By
 AJ3913  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3913
 AJ3913                          STATION DESCRIPTION
 AJ3913
 AJ3913'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3913'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF THE TOWN OF GILA
 AJ3913'BEND, TOWNSHIP 05 SOUTH, RANGE 05 WEST, SECTION 31
 AJ3913'OWNERSHIP - PRIVATE
 AJ3913'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3913'INTERCHANGE (EXIT 111) , DRIVE NORTH ON CITRUS VALLEY ROAD FOR 0.5 MI
 AJ3913'(0.8 KM) TO AN UNMARKED GRADED DIRT ROAD, THENCE TURN LEFT (WEST) ON
 AJ3913'TO GRADED DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR
 AJ3913'RIGHT
 AJ3913'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3913'COMPRESSED ON A 38.0 FT (11.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3913'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3913'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KK2 1999, SURROUNDED
 AJ3913'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3913'CARSONITE MARKER
 AJ3913'STATION TIES
 AJ3913'68.7 FT (20.9 M) NORTHEAST OF POWER POLE
 AJ3913'53.5 FT (16.3 M) NORTH OF OVERHEAD ELECTRIC LINES BEARING EAST-WEST
 AJ3913'48.0 FT (14.6 M) EAST OF INTERSECTION OF CENTERLINE OF CONCRETE DITCH
 AJ3913'BEARING WEST AND DIRT DITCH BEARING NORTH
 AJ3913'33.5 FT (10.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3913'4.0 FT (1.2 M) SOUTHWEST OF TOP BANK OF DIRT FLOOD CONTROL CHANNEL
 AJ3913'3.5 FT (1.1 M) SOUTH OF CARSONITE WITNESS POST
 AJ3913'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3913'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3912 ***********************************************************************
 AJ3912  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3912  DESIGNATION -  3KM2
 AJ3912  PID         -  AJ3912
 AJ3912  STATE/COUNTY-  AZ/MARICOPA
 AJ3912  USGS QUAD   -  THEBA (1973)
 AJ3912
 AJ3912                         *CURRENT SURVEY CONTROL
 AJ3912  ___________________________________________________________________
 AJ3912* NAD 83(1992)-  32 56 26.90781(N)    112 55 13.73707(W)     ADJUSTED  
 AJ3912* NAVD 88     -       220.91   (meters)     724.8    (feet)  GPS OBS   
 AJ3912  ___________________________________________________________________
 AJ3912  X           -  -2,086,770.805 (meters)                     COMP
 AJ3912  Y           -  -4,935,155.798 (meters)                     COMP
 AJ3912  Z           -   3,448,554.251 (meters)                     COMP
 AJ3912  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ3912  ELLIP HEIGHT-         189.49  (meters)          (04/12/01) GPS OBS
 AJ3912  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3912
 AJ3912  HORZ ORDER  -  B
 AJ3912  ELLP ORDER  -  THIRD     CLASS II
 AJ3912
 AJ3912.The horizontal coordinates were established by GPS observations
 AJ3912.and adjusted by the National Geodetic Survey in April 2001..
 AJ3912
 AJ3912.The orthometric height was determined by GPS observations and a
 AJ3912.high-resolution geoid model using precise GPS observation and
 AJ3912.processing techniques.
 AJ3912
 AJ3912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3912
 AJ3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3912
 AJ3912.The ellipsoidal height was determined by GPS observations
 AJ3912.and is referenced to NAD 83.
 AJ3912
 AJ3912.The geoid height was determined by GEOID03.
 AJ3912
 AJ3912;                    North         East     Units Scale Factor Converg.
 AJ3912;SPC AZ C     -   215,634.689   119,495.000   MT  1.00000860   -0 32 45.2
 AJ3912;SPC AZ C     -   707,462.89    392,043.96   iFT  1.00000860   -0 32 45.2
 AJ3912;UTM  12      - 3,646,361.458   320,462.980   MT  0.99999746   -1 02 40.5
 AJ3912
 AJ3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3912!SPC AZ C     -   0.99997025  x   1.00000860  =   0.99997885
 AJ3912!UTM  12      -   0.99997025  x   0.99999746  =   0.99996771
 AJ3912
 AJ3912                          SUPERSEDED SURVEY CONTROL
 AJ3912
 AJ3912.No superseded survey control is available for this station.
 AJ3912
 AJ3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2046346361(NAD 83)
 AJ3912_MARKER: I = METAL ROD
 AJ3912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3912_STAMPING: 3KM2 1999
 AJ3912_MARK LOGO: MCDOT 
 AJ3912_PROJECTION: FLUSH
 AJ3912_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3912+STABILITY: POSITION/ELEVATION WELL
 AJ3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3912+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3912_ROD/PIPE-DEPTH: 18.9 meters
 AJ3912_SLEEVE-DEPTH  :  0.8 meters
 AJ3912
 AJ3912  HISTORY     - Date     Condition        Report By
 AJ3912  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3912
 AJ3912                          STATION DESCRIPTION
 AJ3912
 AJ3912'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3912'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST OF THE TOWN OF GILA
 AJ3912'BEND, TOWNSHIP 05 SOUTH, RANGE 06 WEST, SECTION 31
 AJ3912'OWNERSHIP - PRIVATE
 AJ3912'TO REACH THE STATION FROM INTERSTATE 8 AND PALOMA ROAD INTERCHANGE
 AJ3912'(EXIT 106) , DRIVE NORTH ON PALOMA ROAD (GRADED DIRT ROAD) FOR 1.3 MI
 AJ3912'(2.1 KM) TO AN UNMARKED GRADED DIRT ROAD, THENCE TURN LEFT (WEST) ON
 AJ3912'TO GRADED DIRT ROAD AND DRIVE 1.9 MI (3.1 KM) TO A CONCRETE BRIDGE
 AJ3912'OVER A DIRT DITCH, THENCE CONTINUE ACROSS BRIDGE AND IMMEDIATELY
 AJ3912'ACROSS BRIDGE TURN RIGHT (NORTH) ON TO A DIRT FARM ROAD, THENCE DRIVE
 AJ3912'NORTH ON DIRT FARM ROAD FOR 40 FT (12.2 M) TO A DIRT FARM ROAD, THENCE
 AJ3912'TURN RIGHT (EAST) ON DIRT FARM ROAD (DIRT DITCH RUNS ALONG NORTH AND
 AJ3912'SOUTH SIDES OF DIRT FARM ROAD) AND DRIVE 0.1 MI (0.2 KM) TO THE
 AJ3912'STATION ON YOUR LEFT
 AJ3912'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3912'COMPRESSED ON A 62.0 FT (18.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3912'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3912'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KM2 1999, SURROUNDED
 AJ3912'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3912'CARSONITE MARKER
 AJ3912'STATION TIES
 AJ3912'27.9 FT (8.5 M) NORTH OF CENTERLINE OF DIRT DITCH BEARING EAST-WEST
 AJ3912'23.0 FT (7.0 M) WEST OF CENTERLINE OF DIRT FARM ROAD BEARING NORTH
 AJ3912'10.8 FT (3.3 M) NORTH OF CENTERLINE OF DIRT FARM ROAD BEARING
 AJ3912'EAST-WEST
 AJ3912'9.8 FT (3.0 M) WEST OF CENTERLINE OF CONCRETE DITCH BEARING NORTH
 AJ3912'9.8 FT (3.0 M) SOUTH OF CENTERLINE OF CONCRETE PIPE (AND DIRT DITCH)
 AJ3912'BEARING EAST-WEST
 AJ3912'6.0 FT (1.8 M) SOUTHEAST OF CENTER OF CONCRETE HEADWALL
 AJ3912'3.5 FT (1.1 M) WEST OF CARSONITE WITNESS POST
 AJ3912'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3912'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3914 ***********************************************************************
 AJ3914  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3914  DESIGNATION -  3KO2
 AJ3914  PID         -  AJ3914
 AJ3914  STATE/COUNTY-  AZ/MARICOPA
 AJ3914  USGS QUAD   -  SENTINEL NE (1986)
 AJ3914
 AJ3914                         *CURRENT SURVEY CONTROL
 AJ3914  ___________________________________________________________________
 AJ3914* NAD 83(1992)-  32 56 24.32746(N)    113 00 40.36575(W)     ADJUSTED  
 AJ3914* NAVD 88     -       233.88   (meters)     767.3    (feet)  GPS OBS   
 AJ3914  ___________________________________________________________________
 AJ3914  X           -  -2,094,604.344 (meters)                     COMP
 AJ3914  Y           -  -4,931,894.900 (meters)                     COMP
 AJ3914  Z           -   3,448,494.568 (meters)                     COMP
 AJ3914  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ3914  ELLIP HEIGHT-         202.42  (meters)          (04/12/01) GPS OBS
 AJ3914  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AJ3914
 AJ3914  HORZ ORDER  -  B
 AJ3914  ELLP ORDER  -  THIRD     CLASS II
 AJ3914
 AJ3914.The horizontal coordinates were established by GPS observations
 AJ3914.and adjusted by the National Geodetic Survey in April 2001..
 AJ3914
 AJ3914.The orthometric height was determined by GPS observations and a
 AJ3914.high-resolution geoid model using precise GPS observation and
 AJ3914.processing techniques.
 AJ3914
 AJ3914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3914
 AJ3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3914
 AJ3914.The ellipsoidal height was determined by GPS observations
 AJ3914.and is referenced to NAD 83.
 AJ3914
 AJ3914.The geoid height was determined by GEOID03.
 AJ3914
 AJ3914;                    North         East     Units Scale Factor Converg.
 AJ3914;SPC AZ C     -   215,639.691   111,009.752   MT  1.00002912   -0 35 42.8
 AJ3914;SPC AZ C     -   707,479.30    364,205.22   iFT  1.00002912   -0 35 42.8
 AJ3914;UTM  12      - 3,646,440.316   311,978.115   MT  1.00003591   -1 05 38.2
 AJ3914
 AJ3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3914!SPC AZ C     -   0.99996822  x   1.00002912  =   0.99999734
 AJ3914!UTM  12      -   0.99996822  x   1.00003591  =   1.00000413
 AJ3914
 AJ3914                          SUPERSEDED SURVEY CONTROL
 AJ3914
 AJ3914.No superseded survey control is available for this station.
 AJ3914
 AJ3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1197846440(NAD 83)
 AJ3914_MARKER: I = METAL ROD
 AJ3914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3914_STAMPING: 3KO2 1999
 AJ3914_MARK LOGO: MCDOT 
 AJ3914_PROJECTION: FLUSH
 AJ3914_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3914+STABILITY: POSITION/ELEVATION WELL
 AJ3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3914+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3914_ROD/PIPE-DEPTH:  3.9 meters
 AJ3914_SLEEVE-DEPTH  :  0.8 meters
 AJ3914
 AJ3914  HISTORY     - Date     Condition        Report By
 AJ3914  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3914
 AJ3914                          STATION DESCRIPTION
 AJ3914
 AJ3914'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3914'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST OF THE TOWN OF GILA
 AJ3914'BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3914'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3914'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3914'INTERCHANGE (EXIT 102) , DRIVE NORTH ON PAINTED ROCK DAM ROAD FOR 1.9
 AJ3914'MI (3.1 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3914'DIRT ROAD AND DRIVE 2.4 MI (3.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR
 AJ3914'RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND DRIVE
 AJ3914'NORTH FOR 0.2 MI (0.3 KM) TO A JEEP TRAIL, THENCE TURN LEFT (WEST) ON
 AJ3914'TO JEEP TRAIL AND DRIVE 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD,
 AJ3914'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (BARBED WIRE FENCE RUNS ALONG
 AJ3914'WEST SIDE OF DIRT ROAD) AND DRIVE 0.3 MI (0.5 KM) TO A GATE AND BARBED
 AJ3914'WIRE FENCE BEARING EAST AND TO THE STATION ON YOUR RIGHT
 AJ3914'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3914'COMPRESSED ON A 12.7 FT (3.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3914'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3914'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KO2 1999, SURROUNDED WITH A
 AJ3914'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3914'MARKER
 AJ3914'STATION TIES
 AJ3914'10.5 FT (3.2 M) WEST OF BARBED WIRE FENCE BEARING NORTH-SOUTH
 AJ3914'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3914'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3914'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3921 ***********************************************************************
 AJ3921  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3921  DESIGNATION -  3KP3
 AJ3921  PID         -  AJ3921
 AJ3921  STATE/COUNTY-  AZ/MARICOPA
 AJ3921  USGS QUAD   -  SENTINEL NE (1986)
 AJ3921
 AJ3921                         *CURRENT SURVEY CONTROL
 AJ3921  ___________________________________________________________________
 AJ3921* NAD 83(1992)-  32 56 37.55444(N)    113 05 28.98010(W)     ADJUSTED  
 AJ3921* NAVD 88     -       206.66   (meters)     678.0    (feet)  GPS OBS   
 AJ3921  ___________________________________________________________________
 AJ3921  X           -  -2,101,407.303 (meters)                     COMP
 AJ3921  Y           -  -4,928,734.282 (meters)                     COMP
 AJ3921  Z           -   3,448,821.680 (meters)                     COMP
 AJ3921  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AJ3921  ELLIP HEIGHT-         175.09  (meters)          (04/12/01) GPS OBS
 AJ3921  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 AJ3921
 AJ3921  HORZ ORDER  -  B
 AJ3921  ELLP ORDER  -  THIRD     CLASS II
 AJ3921
 AJ3921.The horizontal coordinates were established by GPS observations
 AJ3921.and adjusted by the National Geodetic Survey in April 2001..
 AJ3921
 AJ3921.The orthometric height was determined by GPS observations and a
 AJ3921.high-resolution geoid model using precise GPS observation and
 AJ3921.processing techniques.
 AJ3921
 AJ3921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3921
 AJ3921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3921
 AJ3921.The ellipsoidal height was determined by GPS observations
 AJ3921.and is referenced to NAD 83.
 AJ3921
 AJ3921.The geoid height was determined by GEOID03.
 AJ3921
 AJ3921;                    North         East     Units Scale Factor Converg.
 AJ3921;SPC AZ C     -   216,127.904   103,517.175   MT  1.00004872   -0 38 20.0
 AJ3921;SPC AZ C     -   709,081.05    339,623.28   iFT  1.00004872   -0 38 20.0
 AJ3921;UTM  12      - 3,646,993.739   304,489.961   MT  1.00007133   -1 08 15.7
 AJ3921
 AJ3921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3921!SPC AZ C     -   0.99997251  x   1.00004872  =   1.00002123
 AJ3921!UTM  12      -   0.99997251  x   1.00007133  =   1.00004384
 AJ3921
 AJ3921                          SUPERSEDED SURVEY CONTROL
 AJ3921
 AJ3921.No superseded survey control is available for this station.
 AJ3921
 AJ3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0449046994(NAD 83)
 AJ3921_MARKER: I = METAL ROD
 AJ3921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3921_STAMPING: 3KP3 1999
 AJ3921_MARK LOGO: MCDOT 
 AJ3921_PROJECTION: FLUSH
 AJ3921_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3921+STABILITY: POSITION/ELEVATION WELL
 AJ3921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3921+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3921_ROD/PIPE-DEPTH:  3.7 meters
 AJ3921_SLEEVE-DEPTH  :  0.8 meters
 AJ3921
 AJ3921  HISTORY     - Date     Condition        Report By
 AJ3921  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3921
 AJ3921                          STATION DESCRIPTION
 AJ3921
 AJ3921'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3921'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) WEST OF THE TOWN OF GILA
 AJ3921'BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST
 AJ3921'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3921'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3921'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3921'APPROXIMATELY 8.4 MI (13.5 KM) TO MILEPOST 94, THENCE CONTINUE
 AJ3921'WEST-SOUTHWEST ON INTERSTATE 8 FOR 200 FT (61.0 M) TO AN UNMARKED DIRT
 AJ3921'ROAD WITH A GATE ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON
 AJ3921'TO DIRT ROAD THROUGH GATE AND DRIVE NORTHERLY FOR 1.6 MI (2.6 KM) TO A
 AJ3921'Y IN THE ROAD (CATTLE PEN ENCLOSURE IS LOCATED TO THE SOUTHWEST OF Y)
 AJ3921', THENCE VEER RIGHT AND CONTINUE NORTHERLY ON DIRT ROAD FOR 2.5 MI
 AJ3921'(4.0 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE NORTHERLY ON
 AJ3921'DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO THE STATION ON YOUR LEFT
 AJ3921'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3921'COMPRESSED ON A 12.0 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3921'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3921'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KP3 1999, SURROUNDED WITH A
 AJ3921'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3921'MARKER
 AJ3921'STATION TIES
 AJ3921'50 FT (15.2 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3921'6.0 FT (1.8 M) SOUTH OF CARSONITE WITNESS POST
 AJ3921'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3921'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3922 ***********************************************************************
 AJ3922  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3922  DESIGNATION -  3KQ3
 AJ3922  PID         -  AJ3922
 AJ3922  STATE/COUNTY-  AZ/MARICOPA
 AJ3922  USGS QUAD   -  SENTINEL NE (1986)
 AJ3922
 AJ3922                         *CURRENT SURVEY CONTROL
 AJ3922  ___________________________________________________________________
 AJ3922* NAD 83(1992)-  32 54 24.64075(N)    113 07 21.77808(W)     ADJUSTED  
 AJ3922* NAVD 88     -       223.98   (meters)     734.8    (feet)  GPS OBS   
 AJ3922  ___________________________________________________________________
 AJ3922  X           -  -2,104,982.017 (meters)                     COMP
 AJ3922  Y           -  -4,929,644.536 (meters)                     COMP
 AJ3922  Z           -   3,445,394.025 (meters)                     COMP
 AJ3922  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3922  ELLIP HEIGHT-         192.32  (meters)          (04/12/01) GPS OBS
 AJ3922  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 AJ3922
 AJ3922  HORZ ORDER  -  B
 AJ3922  ELLP ORDER  -  THIRD     CLASS II
 AJ3922
 AJ3922.The horizontal coordinates were established by GPS observations
 AJ3922.and adjusted by the National Geodetic Survey in April 2001..
 AJ3922
 AJ3922.The orthometric height was determined by GPS observations and a
 AJ3922.high-resolution geoid model using precise GPS observation and
 AJ3922.processing techniques.
 AJ3922
 AJ3922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3922
 AJ3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3922
 AJ3922.The ellipsoidal height was determined by GPS observations
 AJ3922.and is referenced to NAD 83.
 AJ3922
 AJ3922.The geoid height was determined by GEOID03.
 AJ3922
 AJ3922;                    North         East     Units Scale Factor Converg.
 AJ3922;SPC AZ C     -   212,066.452   100,540.349   MT  1.00005689   -0 39 19.0
 AJ3922;SPC AZ C     -   695,756.08    329,856.79   iFT  1.00005689   -0 39 19.0
 AJ3922;UTM  12      - 3,642,958.239   301,477.830   MT  1.00008597   -1 09 12.9
 AJ3922
 AJ3922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3922!SPC AZ C     -   0.99996981  x   1.00005689  =   1.00002669
 AJ3922!UTM  12      -   0.99996981  x   1.00008597  =   1.00005577
 AJ3922
 AJ3922                          SUPERSEDED SURVEY CONTROL
 AJ3922
 AJ3922.No superseded survey control is available for this station.
 AJ3922
 AJ3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0147842958(NAD 83)
 AJ3922_MARKER: I = METAL ROD
 AJ3922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3922+WITH SETTING: INFORMATION.
 AJ3922_STAMPING: 3KQ3 1999
 AJ3922_MARK LOGO: MCDOT 
 AJ3922_PROJECTION: FLUSH
 AJ3922_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3922+STABILITY: POSITION/ELEVATION WELL
 AJ3922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3922+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3922_ROD/PIPE-DEPTH:  2.3 meters
 AJ3922_SLEEVE-DEPTH  :  0.8 meters
 AJ3922
 AJ3922  HISTORY     - Date     Condition        Report By
 AJ3922  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3922
 AJ3922                          STATION DESCRIPTION
 AJ3922
 AJ3922'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3922'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) WEST OF THE TOWN OF
 AJ3922'GILA BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 18
 AJ3922'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3922'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3922'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3922'APPROXIMATELY 8.4 MI (13.5 KM) TO MILEPOST 94, THENCE CONTINUE
 AJ3922'WEST-SOUTHWEST ON INTERSTATE 8 FOR 200 FT (61.0 M) TO AN UNMARKED DIRT
 AJ3922'ROAD WITH A GATE ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON
 AJ3922'TO DIRT ROAD THROUGH GATE AND DRIVE NORTHERLY FOR 1.6 MI (2.6 KM) TO A
 AJ3922'Y IN THE ROAD (CATTLE PEN ENCLOSURE IS LOCATED TO THE SOUTHWEST OF Y)
 AJ3922', THENCE VEER LEFT AND DRIVE WEST ON DIRT ROAD FOR 1.2 MI (1.9 KM) TO
 AJ3922'THE STATION ON YOUR RIGHT
 AJ3922'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3922'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3922'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3922'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KQ3 1999, SURROUNDED WITH A
 AJ3922'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3922'MARKER
 AJ3922'STATION TIES
 AJ3922'33 FT (10.1 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3922'4.5 FT (1.4 M) SOUTH OF CARSONITE WITNESS POST
 AJ3922'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3922'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3924 ***********************************************************************
 AJ3924  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3924  DESIGNATION -  3KR2
 AJ3924  PID         -  AJ3924
 AJ3924  STATE/COUNTY-  AZ/MARICOPA
 AJ3924  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3924
 AJ3924                         *CURRENT SURVEY CONTROL
 AJ3924  ___________________________________________________________________
 AJ3924* NAD 83(1992)-  32 56 52.51706(N)    113 10 31.13134(W)     ADJUSTED  
 AJ3924* NAVD 88     -       204.63   (meters)     671.4    (feet)  GPS OBS   
 AJ3924  ___________________________________________________________________
 AJ3924  X           -  -2,108,525.638 (meters)                     COMP
 AJ3924  Y           -  -4,925,418.593 (meters)                     COMP
 AJ3924  Z           -   3,449,207.346 (meters)                     COMP
 AJ3924  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AJ3924  ELLIP HEIGHT-         172.95  (meters)          (04/12/01) GPS OBS
 AJ3924  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3924
 AJ3924  HORZ ORDER  -  B
 AJ3924  ELLP ORDER  -  THIRD     CLASS II
 AJ3924
 AJ3924.The horizontal coordinates were established by GPS observations
 AJ3924.and adjusted by the National Geodetic Survey in April 2001..
 AJ3924
 AJ3924.The orthometric height was determined by GPS observations and a
 AJ3924.high-resolution geoid model using precise GPS observation and
 AJ3924.processing techniques.
 AJ3924
 AJ3924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3924
 AJ3924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3924
 AJ3924.The ellipsoidal height was determined by GPS observations
 AJ3924.and is referenced to NAD 83.
 AJ3924
 AJ3924.The geoid height was determined by GEOID03.
 AJ3924
 AJ3924;                    North         East     Units Scale Factor Converg.
 AJ3924;SPC AZ C     -   216,679.498    95,674.154   MT  1.00007072   -0 41 04.7
 AJ3924;SPC AZ C     -   710,890.74    313,891.58   iFT  1.00007072   -0 41 04.7
 AJ3924;UTM  12      - 3,647,613.615   296,651.798   MT  1.00010988   -1 11 00.6
 AJ3924
 AJ3924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3924!SPC AZ C     -   0.99997285  x   1.00007072  =   1.00004357
 AJ3924!UTM  12      -   0.99997285  x   1.00010988  =   1.00008272
 AJ3924
 AJ3924                          SUPERSEDED SURVEY CONTROL
 AJ3924
 AJ3924.No superseded survey control is available for this station.
 AJ3924
 AJ3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9665247614(NAD 83)
 AJ3924_MARKER: I = METAL ROD
 AJ3924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3924_STAMPING: 3KR2 12-1999
 AJ3924_MARK LOGO: MCDOT 
 AJ3924_PROJECTION: FLUSH
 AJ3924_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3924+STABILITY: POSITION/ELEVATION WELL
 AJ3924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3924+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3924_ROD/PIPE-DEPTH:  3.4 meters
 AJ3924_SLEEVE-DEPTH  :  0.8 meters
 AJ3924
 AJ3924  HISTORY     - Date     Condition        Report By
 AJ3924  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3924
 AJ3924                          STATION DESCRIPTION
 AJ3924
 AJ3924'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3924'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE
 AJ3924'TOWN OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 09 WEST, SECTION 34
 AJ3924'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3924'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3924'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 1.4 MI (2.3 KM)
 AJ3924'TO OATMAN ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (EAST) , THENCE TURN
 AJ3924'RIGHT (EAST) ON TO OATMAN ROAD AND DRIVE 0.8 MI (1.3 KM) TO A BEND IN
 AJ3924'OATMAN ROAD TO THE LEFT (NORTHEAST) (32 52 34N, 113 12 21W) , THENCE
 AJ3924'TURN LEFT (NORTHEAST) AND CONTINUE ON OATMAN ROAD FOR 5.4 MI (8.7 KM)
 AJ3924'TO THE STATION ON YOUR LEFT
 AJ3924'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3924'COMPRESSED ON A 11.0 FT (3.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3924'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3924'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KR2 12-1999, SURROUNDED WITH
 AJ3924'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3924'CARSONITE MARKER
 AJ3924'STATION TIES
 AJ3924'97 FT (29.6 M) WEST OF CENTERLINE OF OATMAN ROAD
 AJ3924'5.0 FT (1.5 M) EAST OF CARSONITE WITNESS POST
 AJ3924'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3924'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3965 ***********************************************************************
 AJ3965  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3965  DESIGNATION -  3KS2
 AJ3965  PID         -  AJ3965
 AJ3965  STATE/COUNTY-  AZ/MARICOPA
 AJ3965  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3965
 AJ3965                         *CURRENT SURVEY CONTROL
 AJ3965  ___________________________________________________________________
 AJ3965* NAD 83(1992)-  32 56 05.32454(N)    113 14 01.11155(W)     ADJUSTED  
 AJ3965* NAVD 88     -       182.39   (meters)     598.4    (feet)  GPS OBS   
 AJ3965  ___________________________________________________________________
 AJ3965  X           -  -2,113,843.164 (meters)                     COMP
 AJ3965  Y           -  -4,923,978.790 (meters)                     COMP
 AJ3965  Z           -   3,447,975.072 (meters)                     COMP
 AJ3965  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AJ3965  ELLIP HEIGHT-         150.62  (meters)          (04/12/01) GPS OBS
 AJ3965  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AJ3965
 AJ3965  HORZ ORDER  -  B
 AJ3965  ELLP ORDER  -  THIRD     CLASS II
 AJ3965
 AJ3965.The horizontal coordinates were established by GPS observations
 AJ3965.and adjusted by the National Geodetic Survey in April 2001..
 AJ3965
 AJ3965.The orthometric height was determined by GPS observations and a
 AJ3965.high-resolution geoid model using precise GPS observation and
 AJ3965.processing techniques.
 AJ3965
 AJ3965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3965
 AJ3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3965
 AJ3965.The ellipsoidal height was determined by GPS observations
 AJ3965.and is referenced to NAD 83.
 AJ3965
 AJ3965.The geoid height was determined by GEOID03.
 AJ3965
 AJ3965;                    North         East     Units Scale Factor Converg.
 AJ3965;SPC AZ C     -   215,292.334    90,201.833   MT  1.00008697   -0 42 58.0
 AJ3965;SPC AZ C     -   706,339.68    295,937.77   iFT  1.00008697   -0 42 58.0
 AJ3965;UTM  12      - 3,646,274.084   291,167.362   MT  1.00013776   -1 12 53.4
 AJ3965
 AJ3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3965!SPC AZ C     -   0.99997635  x   1.00008697  =   1.00006332
 AJ3965!UTM  12      -   0.99997635  x   1.00013776  =   1.00011411
 AJ3965
 AJ3965                          SUPERSEDED SURVEY CONTROL
 AJ3965
 AJ3965.No superseded survey control is available for this station.
 AJ3965
 AJ3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9116746274(NAD 83)
 AJ3965_MARKER: I = METAL ROD
 AJ3965_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3965+WITH SETTING: INFORMATION.
 AJ3965_STAMPING: 3KS2 12-1999
 AJ3965_MARK LOGO: MCDOT 
 AJ3965_PROJECTION: FLUSH
 AJ3965_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3965+STABILITY: POSITION/ELEVATION WELL
 AJ3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3965+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3965_ROD/PIPE-DEPTH:  1.8 meters
 AJ3965_SLEEVE-DEPTH  :  0.8 meters
 AJ3965
 AJ3965  HISTORY     - Date     Condition        Report By
 AJ3965  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3965
 AJ3965                          STATION DESCRIPTION
 AJ3965
 AJ3965'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3965'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH-NORTHWEST OF THE
 AJ3965'TOWN OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 1
 AJ3965'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3965'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3965'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM)
 AJ3965'TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (EAST) (LAT 32 55 39N, LONG113
 AJ3965'17 37W) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE
 AJ3965'SOUTHEASTERLY FOR 1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE VEER LEFT
 AJ3965'AND CONTINUE EASTERLY ON DIRT ROAD FOR 2.8 MI (4.5 KM) TO THE STATION
 AJ3965'ON YOUR LEFT
 AJ3965'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3965'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3965'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3965'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KS2 12-1999, SURROUNDED WITH
 AJ3965'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3965'CARSONITE MARKER
 AJ3965'STATION TIES
 AJ3965'83 FT (25.3 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3965'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3965'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3926 ***********************************************************************
 AJ3926  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3926  DESIGNATION -  3KU2
 AJ3926  PID         -  AJ3926
 AJ3926  STATE/COUNTY-  AZ/MARICOPA
 AJ3926  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3926
 AJ3926                         *CURRENT SURVEY CONTROL
 AJ3926  ___________________________________________________________________
 AJ3926* NAD 83(1992)-  32 56 31.40521(N)    113 18 50.70070(W)     ADJUSTED  
 AJ3926* NAVD 88     -       134.81   (meters)     442.3    (feet)  GPS OBS   
 AJ3926  ___________________________________________________________________
 AJ3926  X           -  -2,120,565.439 (meters)                     COMP
 AJ3926  Y           -  -4,920,568.201 (meters)                     COMP
 AJ3926  Z           -   3,448,623.453 (meters)                     COMP
 AJ3926  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3926  ELLIP HEIGHT-         102.92  (meters)          (04/12/01) GPS OBS
 AJ3926  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AJ3926
 AJ3926  HORZ ORDER  -  B
 AJ3926  ELLP ORDER  -  THIRD     CLASS II
 AJ3926
 AJ3926.The horizontal coordinates were established by GPS observations
 AJ3926.and adjusted by the National Geodetic Survey in April 2001..
 AJ3926
 AJ3926.The orthometric height was determined by GPS observations and a
 AJ3926.high-resolution geoid model using precise GPS observation and
 AJ3926.processing techniques.
 AJ3926
 AJ3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3926
 AJ3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3926
 AJ3926.The ellipsoidal height was determined by GPS observations
 AJ3926.and is referenced to NAD 83.
 AJ3926
 AJ3926.The geoid height was determined by GEOID03.
 AJ3926
 AJ3926;                    North         East     Units Scale Factor Converg.
 AJ3926;SPC AZ C     -   216,192.712    82,689.339   MT  1.00011047   -0 45 36.0
 AJ3926;SPC AZ C     -   709,293.67    271,290.48   iFT  1.00011047   -0 45 36.0
 AJ3926;UTM  12      - 3,647,239.883   283,662.550   MT  1.00017711   -1 15 31.9
 AJ3926
 AJ3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3926!SPC AZ C     -   0.99998384  x   1.00011047  =   1.00009431
 AJ3926!UTM  12      -   0.99998384  x   1.00017711  =   1.00016095
 AJ3926
 AJ3926                          SUPERSEDED SURVEY CONTROL
 AJ3926
 AJ3926.No superseded survey control is available for this station.
 AJ3926
 AJ3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8366347240(NAD 83)
 AJ3926_MARKER: I = METAL ROD
 AJ3926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3926_STAMPING: 3KU2 12-1999
 AJ3926_MARK LOGO: MCDOT 
 AJ3926_PROJECTION: FLUSH
 AJ3926_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3926+STABILITY: POSITION/ELEVATION WELL
 AJ3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3926_ROD/PIPE-DEPTH: 19.5 meters
 AJ3926_SLEEVE-DEPTH  :  0.8 meters
 AJ3926
 AJ3926  HISTORY     - Date     Condition        Report By
 AJ3926  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3926
 AJ3926                          STATION DESCRIPTION
 AJ3926
 AJ3926'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3926'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF THE TOWN OF
 AJ3926'SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 5
 AJ3926'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3926'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3926'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 8.2 MI (13.2 KM)
 AJ3926'TO A CATTLE GUARD AND AN UNMARKED GRADED DIRT ROAD ON YOUR LEFT (WEST)
 AJ3926', THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3926'THE STATION ON YOUR LEFT (BARBED WIRE FENCE RUNS ALONG THE SOUTH SIDE
 AJ3926'OF DIRT ROAD) , PARK AT THIS LOCATION, CROSS BARBED WIRE FENCE AND
 AJ3926'WALK SOUTH 115 FT (35.1 M) TO STATION AS DESCRIBED
 AJ3926'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3926'COMPRESSED ON A 64.0 FT (19.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3926'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3926'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KU2 12-1999,
 AJ3926'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3926'A WHITE CARSONITE MARKER
 AJ3926'STATION TIES
 AJ3926'115 FT (35.1 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3926'90 FT (27.4 M) SOUTH OF BARBED WIRE FENCE
 AJ3926'67 FT (20.4 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3926'55 FT (16.8 M) EAST OF BARBED WIRE FENCE
 AJ3926'3.7 FT (1.1 M) NORTH OF CARSONITE WITNESS POST
 AJ3926'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3926'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3796 ***********************************************************************
 AJ3796  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3796  DESIGNATION -  3LB3
 AJ3796  PID         -  AJ3796
 AJ3796  STATE/COUNTY-  AZ/MARICOPA
 AJ3796  USGS QUAD   -  CONLEY WELL (1979)
 AJ3796
 AJ3796                         *CURRENT SURVEY CONTROL
 AJ3796  ___________________________________________________________________
 AJ3796* NAD 83(1992)-  32 53 12.93338(N)    112 21 31.72013(W)     ADJUSTED  
 AJ3796* NAVD 88     -       589.76   (meters)    1934.9    (feet)  GPS OBS   
 AJ3796  ___________________________________________________________________
 AJ3796  X           -  -2,039,645.225 (meters)                     COMP
 AJ3796  Y           -  -4,958,665.093 (meters)                     COMP
 AJ3796  Z           -   3,443,738.345 (meters)                     COMP
 AJ3796  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3796  ELLIP HEIGHT-         559.17  (meters)          (04/12/01) GPS OBS
 AJ3796  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3796
 AJ3796  HORZ ORDER  -  B
 AJ3796  ELLP ORDER  -  THIRD     CLASS II
 AJ3796
 AJ3796.The horizontal coordinates were established by GPS observations
 AJ3796.and adjusted by the National Geodetic Survey in April 2001..
 AJ3796
 AJ3796.The orthometric height was determined by GPS observations and a
 AJ3796.high-resolution geoid model using precise GPS observation and
 AJ3796.processing techniques.
 AJ3796
 AJ3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3796
 AJ3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3796
 AJ3796.The ellipsoidal height was determined by GPS observations
 AJ3796.and is referenced to NAD 83.
 AJ3796
 AJ3796.The geoid height was determined by GEOID03.
 AJ3796
 AJ3796;                    North         East     Units Scale Factor Converg.
 AJ3796;SPC AZ C     -   209,299.163   171,991.519   MT  0.99992109   -0 14 24.3
 AJ3796;SPC AZ C     -   686,677.04    564,276.64   iFT  0.99992109   -0 14 24.3
 AJ3796;UTM  12      - 3,639,570.105   372,898.930   MT  0.99979919   -0 44 16.5
 AJ3796
 AJ3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3796!SPC AZ C     -   0.99991222  x   0.99992109  =   0.99983331
 AJ3796!UTM  12      -   0.99991222  x   0.99979919  =   0.99971142
 AJ3796
 AJ3796                          SUPERSEDED SURVEY CONTROL
 AJ3796
 AJ3796.No superseded survey control is available for this station.
 AJ3796
 AJ3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7289939570(NAD 83)
 AJ3796_MARKER: I = METAL ROD
 AJ3796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3796_STAMPING: 3LB3 1/2/00
 AJ3796_MARK LOGO: MCDOT 
 AJ3796_PROJECTION: FLUSH
 AJ3796_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3796+STABILITY: POSITION/ELEVATION WELL
 AJ3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3796+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3796_ROD/PIPE-DEPTH:  3.0 meters
 AJ3796_SLEEVE-DEPTH  :  0.8 meters
 AJ3796
 AJ3796  HISTORY     - Date     Condition        Report By
 AJ3796  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3796
 AJ3796                          STATION DESCRIPTION
 AJ3796
 AJ3796'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3796'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3796'CITY OF PHOENIX, 21 MI (33.8 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3796'BEND, TOWNSHIP 6 SOUTH, RANGE 1 WEST
 AJ3796'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3796'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF CASA GRANDE,
 AJ3796'DRIVE WEST ON INTERSTATE 8 TO MILE POST 137, THENCE CONTINUE WEST ON
 AJ3796'INTERSTATE 8 FOR 0.7 MI (1.1 KM) TO A DIRT ROAD ON THE RIGHT (NORTH)
 AJ3796'SIDE OF THE INTERSTATE, THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD
 AJ3796'AND PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, THENCE FOLLOW THE
 AJ3796'ROAD NORTH THEN WEST FOR 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD
 AJ3796'TURNS TO THE LEFT (NORTH) AGAIN, THENCE CONTINUE NORTH FOR 1.0 MI (1.6
 AJ3796'KM) TO A WASH, THENCE CONTINUE NORTHERLY, PASSING THROUGH THE WASH,
 AJ3796'FOR 1.8 MI (2.9 KM) TO ANOTHER WASH, THENCE CONTINUE NORTHERLY,
 AJ3796'PASSING THROUGH THE WASH FOR 0.2 MI (0.3 KM) TO A FENCE WITH A LOCKED
 AJ3796'GATE AND THE STATION ON THE LEFT (WEST) SIDE OF THE ROAD, BIG HORN
 AJ3796'RESERVOIR IS TO THE WEST OF THE STATION
 AJ3796'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A HOLE PUNCH IN THE TOP
 AJ3796'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3796'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3796'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3796'STAMPED 3LB3 1/2/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3796'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3796'STATION TIES
 AJ3796'THE STATION IS 30 FT (9.1 M) EAST OF THE TOE OF A BERM
 AJ3796'20 FT (6.1 M) SOUTH OF THE FENCE LINE
 AJ3796'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3796'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3795 ***********************************************************************
 AJ3795  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3795  DESIGNATION -  3LD2
 AJ3795  PID         -  AJ3795
 AJ3795  STATE/COUNTY-  AZ/MARICOPA
 AJ3795  USGS QUAD   -  ESTRELLA (1979)
 AJ3795
 AJ3795                         *CURRENT SURVEY CONTROL
 AJ3795  ___________________________________________________________________
 AJ3795* NAD 83(1992)-  32 53 02.13386(N)    112 27 48.76186(W)     ADJUSTED  
 AJ3795* NAVD 88     -       454.60   (meters)    1491.5    (feet)  GPS OBS   
 AJ3795  ___________________________________________________________________
 AJ3795  X           -  -2,048,731.595 (meters)                     COMP
 AJ3795  Y           -  -4,954,990.335 (meters)                     COMP
 AJ3795  Z           -   3,443,385.441 (meters)                     COMP
 AJ3795  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AJ3795  ELLIP HEIGHT-         423.80  (meters)          (04/12/01) GPS OBS
 AJ3795  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AJ3795
 AJ3795  HORZ ORDER  -  B
 AJ3795  ELLP ORDER  -  THIRD     CLASS II
 AJ3795
 AJ3795.The horizontal coordinates were established by GPS observations
 AJ3795.and adjusted by the National Geodetic Survey in April 2001..
 AJ3795
 AJ3795.The orthometric height was determined by GPS observations and a
 AJ3795.high-resolution geoid model using precise GPS observation and
 AJ3795.processing techniques.
 AJ3795
 AJ3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3795
 AJ3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3795
 AJ3795.The ellipsoidal height was determined by GPS observations
 AJ3795.and is referenced to NAD 83.
 AJ3795
 AJ3795.The geoid height was determined by GEOID03.
 AJ3795
 AJ3795;                    North         East     Units Scale Factor Converg.
 AJ3795;SPC AZ C     -   209,012.423   162,190.446   MT  0.99993227   -0 17 48.9
 AJ3795;SPC AZ C     -   685,736.30    532,120.89   iFT  0.99993227   -0 17 48.9
 AJ3795;UTM  12      - 3,639,368.554   363,096.829   MT  0.99983110   -0 47 41.1
 AJ3795
 AJ3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3795!SPC AZ C     -   0.99993347  x   0.99993227  =   0.99986574
 AJ3795!UTM  12      -   0.99993347  x   0.99983110  =   0.99976458
 AJ3795
 AJ3795                          SUPERSEDED SURVEY CONTROL
 AJ3795
 AJ3795.No superseded survey control is available for this station.
 AJ3795
 AJ3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6309739369(NAD 83)
 AJ3795_MARKER: I = METAL ROD
 AJ3795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3795+WITH SETTING: INFORMATION.
 AJ3795_STAMPING: 3LD2 1/00
 AJ3795_MARK LOGO: MCDOT 
 AJ3795_PROJECTION: FLUSH
 AJ3795_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3795+STABILITY: POSITION/ELEVATION WELL
 AJ3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3795+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3795_ROD/PIPE-DEPTH:  2.4 meters
 AJ3795_SLEEVE-DEPTH  :  0.8 meters
 AJ3795
 AJ3795  HISTORY     - Date     Condition        Report By
 AJ3795  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3795
 AJ3795                          STATION DESCRIPTION
 AJ3795
 AJ3795'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3795'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3795'CITY OF PHOENIX, 15 MI (24.1 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3795'BEND, TOWNSHIP 6 SOUTH, RANGE 2 WEST
 AJ3795'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3795'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 84 AND
 AJ3795'INTERSTATE 8, DRIVE WEST ON INTERSTATE 8 TO MILE POST 132 AND THE
 AJ3795'STATION ON THE RIGHT (NORTH) SIDE OF THE WESTBOUND LANES OF INTERSTATE
 AJ3795'8
 AJ3795'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A HOLE PUNCH IN THE TOP
 AJ3795'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3795'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3795'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3795'STAMPED 3LD2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3795'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3795'STATION TIES
 AJ3795'THE STATION IS 50 FT (15.2 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AJ3795'THE WESTBOUND LANE OF INTERSTATE 8, JUST SOUTH OF THE RIGHT-OF-WAY
 AJ3795'FENCE
 AJ3795'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3795'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3761 ***********************************************************************
 AJ3761  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3761  DESIGNATION -  3LE1
 AJ3761  PID         -  AJ3761
 AJ3761  STATE/COUNTY-  AZ/MARICOPA
 AJ3761  USGS QUAD   -  BOSQUE (1973)
 AJ3761
 AJ3761                         *CURRENT SURVEY CONTROL
 AJ3761  ___________________________________________________________________
 AJ3761* NAD 83(1992)-  32 54 22.17191(N)    112 31 49.78996(W)     ADJUSTED  
 AJ3761* NAVD 88     -       388.90   (meters)    1275.9    (feet)  GPS OBS   
 AJ3761  ___________________________________________________________________
 AJ3761  X           -  -2,053,985.946 (meters)                     COMP
 AJ3761  Y           -  -4,951,304.864 (meters)                     COMP
 AJ3761  Z           -   3,445,420.139 (meters)                     COMP
 AJ3761  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AJ3761  ELLIP HEIGHT-         357.93  (meters)          (04/12/01) GPS OBS
 AJ3761  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3761
 AJ3761  HORZ ORDER  -  B
 AJ3761  ELLP ORDER  -  THIRD     CLASS II
 AJ3761
 AJ3761.The horizontal coordinates were established by GPS observations
 AJ3761.and adjusted by the National Geodetic Survey in April 2001..
 AJ3761
 AJ3761.The orthometric height was determined by GPS observations and a
 AJ3761.high-resolution geoid model using precise GPS observation and
 AJ3761.processing techniques.
 AJ3761
 AJ3761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3761
 AJ3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3761
 AJ3761.The ellipsoidal height was determined by GPS observations
 AJ3761.and is referenced to NAD 83.
 AJ3761
 AJ3761.The geoid height was determined by GEOID03.
 AJ3761
 AJ3761;                    North         East     Units Scale Factor Converg.
 AJ3761;SPC AZ C     -   211,512.362   155,940.202   MT  0.99994064   -0 20 00.5
 AJ3761;SPC AZ C     -   693,938.20    511,614.84   iFT  0.99994064   -0 20 00.5
 AJ3761;UTM  12      - 3,641,922.479   356,869.138   MT  0.99985260   -0 49 53.8
 AJ3761
 AJ3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3761!SPC AZ C     -   0.99994381  x   0.99994064  =   0.99988445
 AJ3761!UTM  12      -   0.99994381  x   0.99985260  =   0.99979642
 AJ3761
 AJ3761                          SUPERSEDED SURVEY CONTROL
 AJ3761
 AJ3761.No superseded survey control is available for this station.
 AJ3761
 AJ3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5686941922(NAD 83)
 AJ3761_MARKER: I = METAL ROD
 AJ3761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3761_STAMPING: 3LE1 2000
 AJ3761_MARK LOGO: MCDOT 
 AJ3761_PROJECTION: FLUSH
 AJ3761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3761+STABILITY: POSITION/ELEVATION WELL
 AJ3761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3761+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3761_ROD/PIPE-DEPTH:  6.7 meters
 AJ3761_SLEEVE-DEPTH  :  0.8 meters
 AJ3761
 AJ3761  HISTORY     - Date     Condition        Report By
 AJ3761  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3761
 AJ3761                          STATION DESCRIPTION
 AJ3761
 AJ3761'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3761'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3761'CITY OF PHOENIX, 11 MI (17.7 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3761'TOWNSHIP 6 SOUTH, RANGE 3 WEST, SECTION 14
 AJ3761'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3761'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3761'AND INTERSTATE 8 BUSINESS LOOP IN GILA BEND, DRIVE EAST ON INTERSTATE
 AJ3761'8 FOR 8.0 MI (12.9 KM) TO MILE POST 127, THENCE CONTINUE EAST ON
 AJ3761'INTERSTATE 8 FOR 0.8 MI (1.3 KM) TO A GRAVEL CROSSOVER ROAD BETWEEN
 AJ3761'THE EASTBOUND AND WESTBOUND LANES OF INTERSTATE 8, THENCE TURN LEFT
 AJ3761'(NORTH) ONTO THE CROSSOVER ROAD AND DRIVE ACROSS THE WESTBOUND LANES
 AJ3761'TO THE RIGHT-OF-WAY FENCE AND THE STATION ON THE LEFT (WEST) SIDE OF
 AJ3761'THE ROAD, NORTH OF THE WESTBOUND LANES OF INTERSTATE 8
 AJ3761'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3761'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3761'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3761'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3761'STAMPED 3LE1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3761'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3761'STATION TIES
 AJ3761'THE STATION IS 150 FT (45.7 M) NORTH OF THE CENTERLINE OF INTERSTATE 8
 AJ3761'60 FT (18.3 M) WEST OF THE CENTERLINE OF THE CROSSOVER ROAD
 AJ3761'5 FT (1.5 M) SOUTH OF THE RIGHT-OF-WAY FENCE
 AJ3761'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3761'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3760 ***********************************************************************
 AJ3760  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3760  DESIGNATION -  3LF1
 AJ3760  PID         -  AJ3760
 AJ3760  STATE/COUNTY-  AZ/MARICOPA
 AJ3760  USGS QUAD   -  BOSQUE (1973)
 AJ3760
 AJ3760                         *CURRENT SURVEY CONTROL
 AJ3760  ___________________________________________________________________
 AJ3760* NAD 83(1992)-  32 54 29.40053(N)    112 35 42.27294(W)     ADJUSTED  
 AJ3760* NAVD 88     -       326.20   (meters)    1070.2    (feet)  GPS OBS   
 AJ3760  ___________________________________________________________________
 AJ3760  X           -  -2,059,498.540 (meters)                     COMP
 AJ3760  Y           -  -4,948,826.229 (meters)                     COMP
 AJ3760  Z           -   3,445,572.956 (meters)                     COMP
 AJ3760  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AJ3760  ELLIP HEIGHT-         295.07  (meters)          (04/12/01) GPS OBS
 AJ3760  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AJ3760
 AJ3760  HORZ ORDER  -  B
 AJ3760  ELLP ORDER  -  THIRD     CLASS II
 AJ3760
 AJ3760.The horizontal coordinates were established by GPS observations
 AJ3760.and adjusted by the National Geodetic Survey in April 2001..
 AJ3760
 AJ3760.The orthometric height was determined by GPS observations and a
 AJ3760.high-resolution geoid model using precise GPS observation and
 AJ3760.processing techniques.
 AJ3760
 AJ3760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3760
 AJ3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3760
 AJ3760.The ellipsoidal height was determined by GPS observations
 AJ3760.and is referenced to NAD 83.
 AJ3760
 AJ3760.The geoid height was determined by GEOID03.
 AJ3760
 AJ3760;                    North         East     Units Scale Factor Converg.
 AJ3760;SPC AZ C     -   211,772.045   149,900.621   MT  0.99994964   -0 22 06.9
 AJ3760;SPC AZ C     -   694,790.17    491,799.94   iFT  0.99994964   -0 22 06.9
 AJ3760;UTM  12      - 3,642,234.635   350,832.536   MT  0.99987436   -0 52 00.3
 AJ3760
 AJ3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3760!SPC AZ C     -   0.99995368  x   0.99994964  =   0.99990332
 AJ3760!UTM  12      -   0.99995368  x   0.99987436  =   0.99982804
 AJ3760
 AJ3760                          SUPERSEDED SURVEY CONTROL
 AJ3760
 AJ3760.No superseded survey control is available for this station.
 AJ3760
 AJ3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5083342235(NAD 83)
 AJ3760_MARKER: I = METAL ROD
 AJ3760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3760_STAMPING: 3LF1 2000
 AJ3760_MARK LOGO: MCDOT 
 AJ3760_PROJECTION: FLUSH
 AJ3760_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3760+STABILITY: POSITION/ELEVATION WELL
 AJ3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3760+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3760_ROD/PIPE-DEPTH:  5.5 meters
 AJ3760_SLEEVE-DEPTH  :  0.8 meters
 AJ3760
 AJ3760  HISTORY     - Date     Condition        Report By
 AJ3760  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3760
 AJ3760                          STATION DESCRIPTION
 AJ3760
 AJ3760'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3760'THE STATION IS LOCATED APPROXIMATELY 47.5 MI (76.4 KM) SOUTHWEST OF
 AJ3760'THE CITY OF PHOENIX, 8.0 MI (12.9 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3760'GILA BEND, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SECTION 17
 AJ3760'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3760'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3760'AND INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE EAST ON
 AJ3760'INTERSTATE 8 FOR 4.7 MI (7.6 KM) TO MILE POST 124 AND THE STATION ON
 AJ3760'THE RIGHT (SOUTH) SIDE OF THE EASTBOUND LANES OF INTERSTATE 8
 AJ3760'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3760'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 18 FOOT (5.5 M) STAINLESS
 AJ3760'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3760'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3760'STAMPED 3LF1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3760'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3760'STATION TIES
 AJ3760'THE STATION IS 145 FT (44.2 M) SOUTH OF THE SOUTH EDGE OF THE
 AJ3760'EASTBOUND LANES OF INTERSTATE 8
 AJ3760'50 FT (15.2 M) EAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO A GATE
 AJ3760'IN THE RIGHT-OF-WAY FENCE
 AJ3760'5 FT (1.5 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3760'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3760'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3762 ***********************************************************************
 AJ3762  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3762  DESIGNATION -  3LH1
 AJ3762  PID         -  AJ3762
 AJ3762  STATE/COUNTY-  AZ/MARICOPA
 AJ3762  USGS QUAD   -  GILA BEND (1973)
 AJ3762
 AJ3762                         *CURRENT SURVEY CONTROL
 AJ3762  ___________________________________________________________________
 AJ3762* NAD 83(1992)-  32 55 20.09651(N)    112 39 49.47925(W)     ADJUSTED  
 AJ3762* NAVD 88     -       261.20   (meters)     857.0    (feet)  GPS OBS   
 AJ3762  ___________________________________________________________________
 AJ3762  X           -  -2,065,080.085 (meters)                     COMP
 AJ3762  Y           -  -4,945,520.761 (meters)                     COMP
 AJ3762  Z           -   3,446,848.667 (meters)                     COMP
 AJ3762  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3762  ELLIP HEIGHT-         229.92  (meters)          (04/12/01) GPS OBS
 AJ3762  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3762
 AJ3762  HORZ ORDER  -  B
 AJ3762  ELLP ORDER  -  THIRD     CLASS II
 AJ3762
 AJ3762.The horizontal coordinates were established by GPS observations
 AJ3762.and adjusted by the National Geodetic Survey in April 2001..
 AJ3762
 AJ3762.The orthometric height was determined by GPS observations and a
 AJ3762.high-resolution geoid model using precise GPS observation and
 AJ3762.processing techniques.
 AJ3762
 AJ3762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3762
 AJ3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3762
 AJ3762.The ellipsoidal height was determined by GPS observations
 AJ3762.and is referenced to NAD 83.
 AJ3762
 AJ3762.The geoid height was determined by GEOID03.
 AJ3762
 AJ3762;                    North         East     Units Scale Factor Converg.
 AJ3762;SPC AZ C     -   213,377.117   143,488.199   MT  0.99996018   -0 24 21.8
 AJ3762;SPC AZ C     -   700,056.16    470,761.81   iFT  0.99996018   -0 24 21.8
 AJ3762;UTM  12      - 3,643,895.298   344,434.753   MT  0.99989840   -0 54 15.9
 AJ3762
 AJ3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3762!SPC AZ C     -   0.99996390  x   0.99996018  =   0.99992408
 AJ3762!UTM  12      -   0.99996390  x   0.99989840  =   0.99986231
 AJ3762
 AJ3762                          SUPERSEDED SURVEY CONTROL
 AJ3762
 AJ3762.No superseded survey control is available for this station.
 AJ3762
 AJ3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4443543895(NAD 83)
 AJ3762_MARKER: I = METAL ROD
 AJ3762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3762_STAMPING: 3LH1 2000
 AJ3762_MARK LOGO: MCDOT 
 AJ3762_PROJECTION: FLUSH
 AJ3762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3762+STABILITY: POSITION/ELEVATION WELL
 AJ3762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3762+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3762_ROD/PIPE-DEPTH: 17.7 meters
 AJ3762_SLEEVE-DEPTH  :  0.8 meters
 AJ3762
 AJ3762  HISTORY     - Date     Condition        Report By
 AJ3762  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3762
 AJ3762                          STATION DESCRIPTION
 AJ3762
 AJ3762'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3762'THE STATION IS LOCATED APPROXIMATELY 50 MI (80.5 KM) SOUTHWEST OF THE
 AJ3762'CITY OF PHOENIX, 3.7 MI (6.0 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3762'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 10
 AJ3762'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3762'TO REACH THE STATION THE INTERSECTION (EXIT 119) OF INTERSTATE 8 AND
 AJ3762'INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE SOUTHEAST AND THE
 AJ3762'SOUTH ON THE FRONTAGE ROAD (SOUTH SIDE OF INTERSTATE 8) FOR 0.6 MI
 AJ3762'(1.0 KM) TO THE RIGHT-OF-WAY FENCE AND CATTLE GUARD AND THE STATION ON
 AJ3762'THE LEFT (EAST) SIDE OF THE ROAD
 AJ3762'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3762'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 58 FOOT (17.7 M) STAINLESS
 AJ3762'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3762'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3762'STAMPED 3LH1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3762'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3762'STATION TIES
 AJ3762'THE STATION IS 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE FRONTAGE
 AJ3762'ROAD
 AJ3762'10 FT (3.0 M) NORTH OF THE EAST-WEST SECTION OF THE RIGHT-OF-WAY FENCE
 AJ3762'10 FT (3.0 M) WEST OF THE NORTH-SOUTH SECTION OF THE RIGHT-OF-WAY
 AJ3762'FENCE
 AJ3762'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3762'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3905 ***********************************************************************
 AJ3905  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3905  DESIGNATION -  3LL2
 AJ3905  PID         -  AJ3905
 AJ3905  STATE/COUNTY-  AZ/MARICOPA
 AJ3905  USGS QUAD   -  SMURR (1973)
 AJ3905
 AJ3905                         *CURRENT SURVEY CONTROL
 AJ3905  ___________________________________________________________________
 AJ3905* NAD 83(1992)-  32 53 53.71760(N)    112 52 14.43601(W)     ADJUSTED  
 AJ3905* NAVD 88     -       234.30   (meters)     768.7    (feet)  GPS OBS   
 AJ3905  ___________________________________________________________________
 AJ3905  X           -  -2,083,481.198 (meters)                     COMP
 AJ3905  Y           -  -4,939,341.459 (meters)                     COMP
 AJ3905  Z           -   3,444,599.930 (meters)                     COMP
 AJ3905  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AJ3905  ELLIP HEIGHT-         202.91  (meters)          (04/12/01) GPS OBS
 AJ3905  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3905
 AJ3905  HORZ ORDER  -  B
 AJ3905  ELLP ORDER  -  THIRD     CLASS II
 AJ3905
 AJ3905.The horizontal coordinates were established by GPS observations
 AJ3905.and adjusted by the National Geodetic Survey in April 2001..
 AJ3905
 AJ3905.The orthometric height was determined by GPS observations and a
 AJ3905.high-resolution geoid model using precise GPS observation and
 AJ3905.processing techniques.
 AJ3905
 AJ3905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3905
 AJ3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3905
 AJ3905.The ellipsoidal height was determined by GPS observations
 AJ3905.and is referenced to NAD 83.
 AJ3905
 AJ3905.The geoid height was determined by GEOID03.
 AJ3905
 AJ3905;                    North         East     Units Scale Factor Converg.
 AJ3905;SPC AZ C     -   210,872.378   124,109.731   MT  0.99999819   -0 31 05.5
 AJ3905;SPC AZ C     -   691,838.51    407,184.16   iFT  0.99999819   -0 31 05.5
 AJ3905;UTM  12      - 3,641,559.262   325,036.037   MT  0.99997747   -1 00 58.7
 AJ3905
 AJ3905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3905!SPC AZ C     -   0.99996814  x   0.99999819  =   0.99996633
 AJ3905!UTM  12      -   0.99996814  x   0.99997747  =   0.99994561
 AJ3905
 AJ3905                          SUPERSEDED SURVEY CONTROL
 AJ3905
 AJ3905.No superseded survey control is available for this station.
 AJ3905
 AJ3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2503641559(NAD 83)
 AJ3905_MARKER: I = METAL ROD
 AJ3905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3905_STAMPING: 3LL2 1999
 AJ3905_MARK LOGO: MCDOT 
 AJ3905_PROJECTION: FLUSH
 AJ3905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3905+STABILITY: POSITION/ELEVATION WELL
 AJ3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3905+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3905_ROD/PIPE-DEPTH: 12.3 meters
 AJ3905_SLEEVE-DEPTH  :  0.8 meters
 AJ3905
 AJ3905  HISTORY     - Date     Condition        Report By
 AJ3905  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3905
 AJ3905                          STATION DESCRIPTION
 AJ3905
 AJ3905'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3905'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3905'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 06 WEST, SECTION 15
 AJ3905'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3905'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3905'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3905'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3905'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3905'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3905'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3905'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3905'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3905'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3905'1.6 MI (2.6 KM) TO THE STATION ON YOUR LEFT
 AJ3905'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3905'COMPRESSED ON A 40.2 FOOT (12.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3905'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3905'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3LL2 1999, SURROUNDED
 AJ3905'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3905'CARSONITE MARKER
 AJ3905'STATION TIES
 AJ3905'59 FT (18.0 M) NORTH OF BARBED WIRE FENCE BEARING EAST-WEST
 AJ3905'33 FT (10.1 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3905'4.8 FT (1.5 M) WEST OF CARSONITE WITNESS POST
 AJ3905'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3905'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3910 ***********************************************************************
 AJ3910  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3910  DESIGNATION -  3LN2
 AJ3910  PID         -  AJ3910
 AJ3910  STATE/COUNTY-  AZ/MARICOPA
 AJ3910  USGS QUAD   -  THEBA (1973)
 AJ3910
 AJ3910                         *CURRENT SURVEY CONTROL
 AJ3910  ___________________________________________________________________
 AJ3910* NAD 83(1992)-  32 54 35.62801(N)    112 58 21.54277(W)     ADJUSTED  
 AJ3910* NAVD 88     -       221.11   (meters)     725.4    (feet)  GPS OBS   
 AJ3910  ___________________________________________________________________
 AJ3910  X           -  -2,091,990.763 (meters)                     COMP
 AJ3910  Y           -  -4,934,969.482 (meters)                     COMP
 AJ3910  Z           -   3,445,676.753 (meters)                     COMP
 AJ3910  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ3910  ELLIP HEIGHT-         189.66  (meters)          (04/12/01) GPS OBS
 AJ3910  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AJ3910
 AJ3910  HORZ ORDER  -  B
 AJ3910  ELLP ORDER  -  THIRD     CLASS II
 AJ3910
 AJ3910.The horizontal coordinates were established by GPS observations
 AJ3910.and adjusted by the National Geodetic Survey in April 2001..
 AJ3910
 AJ3910.The orthometric height was determined by GPS observations and a
 AJ3910.high-resolution geoid model using precise GPS observation and
 AJ3910.processing techniques.
 AJ3910
 AJ3910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3910
 AJ3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3910
 AJ3910.The ellipsoidal height was determined by GPS observations
 AJ3910.and is referenced to NAD 83.
 AJ3910
 AJ3910.The geoid height was determined by GEOID03.
 AJ3910
 AJ3910;                    North         East     Units Scale Factor Converg.
 AJ3910;SPC AZ C     -   212,254.347   114,582.275   MT  1.00002027   -0 34 25.6
 AJ3910;SPC AZ C     -   696,372.53    375,926.10   iFT  1.00002027   -0 34 25.6
 AJ3910;UTM  12      - 3,643,024.006   315,521.059   MT  1.00001964   -1 04 19.5
 AJ3910
 AJ3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3910!SPC AZ C     -   0.99997022  x   1.00002027  =   0.99999049
 AJ3910!UTM  12      -   0.99997022  x   1.00001964  =   0.99998986
 AJ3910
 AJ3910                          SUPERSEDED SURVEY CONTROL
 AJ3910
 AJ3910.No superseded survey control is available for this station.
 AJ3910
 AJ3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1552143024(NAD 83)
 AJ3910_MARKER: I = METAL ROD
 AJ3910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3910_STAMPING: 3LN2 1999
 AJ3910_MARK LOGO: MCDOT 
 AJ3910_PROJECTION: FLUSH
 AJ3910_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3910+STABILITY: POSITION/ELEVATION WELL
 AJ3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3910+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3910_ROD/PIPE-DEPTH:  3.7 meters
 AJ3910_SLEEVE-DEPTH  :  0.8 meters
 AJ3910
 AJ3910  HISTORY     - Date     Condition        Report By
 AJ3910  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3910  HISTORY     - 20060128 GOOD             USPSQD
 AJ3910  HISTORY     - 20060128 GOOD             USPSQD
 AJ3910
 AJ3910                          STATION DESCRIPTION
 AJ3910
 AJ3910'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3910'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST-SOUTHWEST OF THE
 AJ3910'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 07 WEST, SECTION 15
 AJ3910'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3910'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3910'INTERCHANGE (EXIT 102) , DRIVE NORTH ON PAINTED ROCK DAM ROAD FOR 200
 AJ3910'FT (61.0 M) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) , THENCE TURN
 AJ3910'LEFT (WEST) ON TO DIRT ROAD (BARBED WIRE FENCE RUNS ALONG SOUTH SIDE
 AJ3910'OF DIRT ROAD AND CONCRETE IRRIGATION DITCH RUNS ALONG NORTH SIDE OF
 AJ3910'DIRT ROAD) AND DRIVE 0.7 MI (1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3910'(SOUTH) SIDE
 AJ3910'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3910'COMPRESSED ON A 12.2 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3910'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3910'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LN2 1999, SURROUNDED WITH A
 AJ3910'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3910'MARKER
 AJ3910'STATION TIES
 AJ3910'155 FT (47.2 M) EAST OF HIGHWAY RIGHT-OF-WAY ANGLE IRON MARKED P.C.
 AJ3910'4284.15
 AJ3910'153 FT (46.6 M) NORTH OF NORTH EDGE OF PAVEMENT OF WESTBOUND
 AJ3910'INTERSTATE 8
 AJ3910'74.9 FT (22.8 M) SOUTHEAST OF POWER POLE
 AJ3910'48.6 FT (14.8 M) SOUTH OF CENTERLINE OF CONCRETE IRRIGATION DITCH
 AJ3910'21.0 FT (6.4 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3910'6.5 FT (2.0 M) SOUTH OF BARBED WIRE FENCE
 AJ3910'4.1 FT (1.2 M) SOUTH OF CARSONITE WITNESS POST
 AJ3910'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3910'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3910
 AJ3910                          STATION RECOVERY (2006)
 AJ3910
 AJ3910'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3910'RECOVERED AS DESCRIBED.
 AJ3910
 AJ3910                          STATION RECOVERY (2006)
 AJ3910
 AJ3910'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3910'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3915 ***********************************************************************
 AJ3915  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3915  DESIGNATION -  3LP1
 AJ3915  PID         -  AJ3915
 AJ3915  STATE/COUNTY-  AZ/MARICOPA
 AJ3915  USGS QUAD   -  SENTINEL NE (1986)
 AJ3915
 AJ3915                         *CURRENT SURVEY CONTROL
 AJ3915  ___________________________________________________________________
 AJ3915* NAD 83(1992)-  32 53 23.28556(N)    113 04 12.23979(W)     ADJUSTED  
 AJ3915* NAVD 88     -       238.19   (meters)     781.5    (feet)  GPS OBS   
 AJ3915  ___________________________________________________________________
 AJ3915  X           -  -2,100,858.241 (meters)                     COMP
 AJ3915  Y           -  -4,932,532.318 (meters)                     COMP
 AJ3915  Z           -   3,443,814.714 (meters)                     COMP
 AJ3915  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AJ3915  ELLIP HEIGHT-         206.60  (meters)          (04/12/01) GPS OBS
 AJ3915  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 AJ3915
 AJ3915  HORZ ORDER  -  B
 AJ3915  ELLP ORDER  -  THIRD     CLASS II
 AJ3915
 AJ3915.The horizontal coordinates were established by GPS observations
 AJ3915.and adjusted by the National Geodetic Survey in April 2001..
 AJ3915
 AJ3915.The orthometric height was determined by GPS observations and a
 AJ3915.high-resolution geoid model using precise GPS observation and
 AJ3915.processing techniques.
 AJ3915
 AJ3915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3915
 AJ3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3915
 AJ3915.The ellipsoidal height was determined by GPS observations
 AJ3915.and is referenced to NAD 83.
 AJ3915
 AJ3915.The geoid height was determined by GEOID03.
 AJ3915
 AJ3915;                    North         East     Units Scale Factor Converg.
 AJ3915;SPC AZ C     -   210,121.254   105,445.050   MT  1.00004355   -0 37 35.0
 AJ3915;SPC AZ C     -   689,374.19    345,948.33   iFT  1.00004355   -0 37 35.0
 AJ3915;UTM  12      - 3,640,970.421   306,365.549   MT  1.00006233   -1 07 28.0
 AJ3915
 AJ3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3915!SPC AZ C     -   0.99996756  x   1.00004355  =   1.00001111
 AJ3915!UTM  12      -   0.99996756  x   1.00006233  =   1.00002989
 AJ3915
 AJ3915                          SUPERSEDED SURVEY CONTROL
 AJ3915
 AJ3915.No superseded survey control is available for this station.
 AJ3915
 AJ3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0636640970(NAD 83)
 AJ3915_MARKER: I = METAL ROD
 AJ3915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3915+WITH SETTING: INFORMATION.
 AJ3915_STAMPING: 3LP1 1999
 AJ3915_MARK LOGO: MCDOT 
 AJ3915_PROJECTION: FLUSH
 AJ3915_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3915+STABILITY: POSITION/ELEVATION WELL
 AJ3915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3915+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3915_ROD/PIPE-DEPTH:  1.3 meters
 AJ3915_SLEEVE-DEPTH  :  0.8 meters
 AJ3915
 AJ3915  HISTORY     - Date     Condition        Report By
 AJ3915  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3915
 AJ3915                          STATION DESCRIPTION
 AJ3915
 AJ3915'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3915'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) WEST-SOUTHWEST OF THE
 AJ3915'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 22
 AJ3915'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3915'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3915'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3915'APPROXIMATELY 6.1 MI (9.8 KM) TO MILEPOST 96, THENCE CONTINUE
 AJ3915'WEST-SOUTHWEST ON INTERSTATE 8 FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AJ3915'YOUR RIGHT (NORTH) SIDE
 AJ3915'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3915'COMPRESSED ON A 4.2 FT (1.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3915'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3915'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LP1 1999, SURROUNDED WITH A
 AJ3915'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3915'MARKER
 AJ3915'STATION TIES
 AJ3915'88 FT (26.8 M) NORTH OF NORTH EDGE OF PAVEMENT OF WESTBOUND INTERSTATE
 AJ3915'8
 AJ3915'15 FT (4.6 M) SOUTH OF BARBED WIRE FENCE
 AJ3915'4.0 FT (1.2 M) SOUTH OF CARSONITE WITNESS POST
 AJ3915'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3915'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3923 ***********************************************************************
 AJ3923  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3923  DESIGNATION -  3LR2
 AJ3923  PID         -  AJ3923
 AJ3923  STATE/COUNTY-  AZ/MARICOPA
 AJ3923  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3923
 AJ3923                         *CURRENT SURVEY CONTROL
 AJ3923  ___________________________________________________________________
 AJ3923* NAD 83(1992)-  32 54 26.67004(N)    113 11 31.31354(W)     ADJUSTED  
 AJ3923* NAVD 88     -       205.11   (meters)     672.9    (feet)  GPS OBS   
 AJ3923  ___________________________________________________________________
 AJ3923  X           -  -2,110,924.627 (meters)                     COMP
 AJ3923  Y           -  -4,927,048.509 (meters)                     COMP
 AJ3923  Z           -   3,445,436.210 (meters)                     COMP
 AJ3923  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3923  ELLIP HEIGHT-         173.36  (meters)          (04/12/01) GPS OBS
 AJ3923  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AJ3923
 AJ3923  HORZ ORDER  -  B
 AJ3923  ELLP ORDER  -  THIRD     CLASS II
 AJ3923
 AJ3923.The horizontal coordinates were established by GPS observations
 AJ3923.and adjusted by the National Geodetic Survey in April 2001..
 AJ3923
 AJ3923.The orthometric height was determined by GPS observations and a
 AJ3923.high-resolution geoid model using precise GPS observation and
 AJ3923.processing techniques.
 AJ3923
 AJ3923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3923
 AJ3923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3923
 AJ3923.The ellipsoidal height was determined by GPS observations
 AJ3923.and is referenced to NAD 83.
 AJ3923
 AJ3923.The geoid height was determined by GEOID03.
 AJ3923
 AJ3923;                    North         East     Units Scale Factor Converg.
 AJ3923;SPC AZ C     -   212,205.265    94,056.579   MT  1.00007545   -0 41 34.7
 AJ3923;SPC AZ C     -   696,211.50    308,584.58   iFT  1.00007545   -0 41 34.7
 AJ3923;UTM  12      - 3,643,153.446   294,995.280   MT  1.00011823   -1 11 28.7
 AJ3923
 AJ3923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3923!SPC AZ C     -   0.99997278  x   1.00007545  =   1.00004823
 AJ3923!UTM  12      -   0.99997278  x   1.00011823  =   1.00009101
 AJ3923
 AJ3923                          SUPERSEDED SURVEY CONTROL
 AJ3923
 AJ3923.No superseded survey control is available for this station.
 AJ3923
 AJ3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9499543153(NAD 83)
 AJ3923_MARKER: I = METAL ROD
 AJ3923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3923+WITH SETTING: INFORMATION.
 AJ3923_STAMPING: 3LR2 11-1999
 AJ3923_MARK LOGO: MCDOT 
 AJ3923_PROJECTION: FLUSH
 AJ3923_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3923+STABILITY: POSITION/ELEVATION WELL
 AJ3923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3923+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3923_ROD/PIPE-DEPTH:  1.2 meters
 AJ3923_SLEEVE-DEPTH  :  0.8 meters
 AJ3923
 AJ3923  HISTORY     - Date     Condition        Report By
 AJ3923  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3923
 AJ3923                          STATION DESCRIPTION
 AJ3923
 AJ3923'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3923'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHEAST OF THE
 AJ3923'TOWN OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 09 WEST, SECTION 16
 AJ3923'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3923'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3923'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 1.4 MI (2.3 KM)
 AJ3923'TO OATMAN ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (EAST) , THENCE TURN
 AJ3923'RIGHT (EAST) ON TO OATMAN ROAD AND DRIVE 0.8 MI (1.3 KM) TO A BEND IN
 AJ3923'OATMAN ROAD TO THE LEFT (NORTHEAST) (32 52 34N, 113 12 21W) , THENCE
 AJ3923'TURN LEFT (NORTHEAST) AND CONTINUE ON OATMAN ROAD FOR 2.3 MI (3.7 KM)
 AJ3923'TO THE STATION ON YOUR LEFT
 AJ3923'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3923'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3923'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3923'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LR2 11-1999, SURROUNDED WITH
 AJ3923'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3923'CARSONITE MARKER
 AJ3923'STATION TIES
 AJ3923'90 FT (27.4 M) WEST OF CENTERLINE OF OATMAN ROAD
 AJ3923'3.8 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3923'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3923'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3925 ***********************************************************************
 AJ3925  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3925  DESIGNATION -  3LT1
 AJ3925  PID         -  AJ3925
 AJ3925  STATE/COUNTY-  AZ/MARICOPA
 AJ3925  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3925
 AJ3925                         *CURRENT SURVEY CONTROL
 AJ3925  ___________________________________________________________________
 AJ3925* NAD 83(1992)-  32 54 23.37136(N)    113 15 56.06851(W)     ADJUSTED  
 AJ3925* NAVD 88     -       185.56   (meters)     608.8    (feet)  GPS OBS   
 AJ3925  ___________________________________________________________________
 AJ3925  X           -  -2,117,262.377 (meters)                     COMP
 AJ3925  Y           -  -4,924,370.491 (meters)                     COMP
 AJ3925  Z           -   3,445,340.211 (meters)                     COMP
 AJ3925  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3925  ELLIP HEIGHT-         153.70  (meters)          (04/12/01) GPS OBS
 AJ3925  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AJ3925
 AJ3925  HORZ ORDER  -  B
 AJ3925  ELLP ORDER  -  THIRD     CLASS II
 AJ3925
 AJ3925.The horizontal coordinates were established by GPS observations
 AJ3925.and adjusted by the National Geodetic Survey in April 2001..
 AJ3925
 AJ3925.The orthometric height was determined by GPS observations and a
 AJ3925.high-resolution geoid model using precise GPS observation and
 AJ3925.processing techniques.
 AJ3925
 AJ3925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3925
 AJ3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3925
 AJ3925.The ellipsoidal height was determined by GPS observations
 AJ3925.and is referenced to NAD 83.
 AJ3925
 AJ3925.The geoid height was determined by GEOID03.
 AJ3925
 AJ3925;                    North         East     Units Scale Factor Converg.
 AJ3925;SPC AZ C     -   212,189.259    87,175.218   MT  1.00009627   -0 43 58.5
 AJ3925;SPC AZ C     -   696,158.99    286,007.93   iFT  1.00009627   -0 43 58.5
 AJ3925;UTM  12      - 3,643,197.295   288,113.696   MT  1.00015361   -1 13 52.6
 AJ3925
 AJ3925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3925!SPC AZ C     -   0.99997587  x   1.00009627  =   1.00007214
 AJ3925!UTM  12      -   0.99997587  x   1.00015361  =   1.00012948
 AJ3925
 AJ3925                          SUPERSEDED SURVEY CONTROL
 AJ3925
 AJ3925.No superseded survey control is available for this station.
 AJ3925
 AJ3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8811443197(NAD 83)
 AJ3925_MARKER: I = METAL ROD
 AJ3925_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3925+WITH SETTING: INFORMATION.
 AJ3925_STAMPING: 3LT1 12-1999
 AJ3925_MARK LOGO: MCDOT 
 AJ3925_PROJECTION: FLUSH
 AJ3925_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3925+STABILITY: POSITION/ELEVATION WELL
 AJ3925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3925+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3925_ROD/PIPE-DEPTH:  1.4 meters
 AJ3925_SLEEVE-DEPTH  :  0.8 meters
 AJ3925
 AJ3925  HISTORY     - Date     Condition        Report By
 AJ3925  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3925
 AJ3925                          STATION DESCRIPTION
 AJ3925
 AJ3925'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3925'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF THE TOWN OF
 AJ3925'SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 14
 AJ3925'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3925'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3925'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 4.8 MI (7.7 KM)
 AJ3925'TO THE STATION ON YOUR LEFT
 AJ3925'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3925'COMPRESSED ON A 4.5 FT (1.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3925'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3925'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LT1 12-1999, SURROUNDED WITH
 AJ3925'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3925'CARSONITE MARKER
 AJ3925'STATION TIES
 AJ3925'105 FT (32.0 M) SOUTHWEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3925'5.5 FT (1.7 M) EAST OF CARSONITE WITNESS POST
 AJ3925'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3925'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3784 ***********************************************************************
 AJ3784  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3784  DESIGNATION -  3MB2
 AJ3784  PID         -  AJ3784
 AJ3784  STATE/COUNTY-  AZ/MARICOPA
 AJ3784  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3784
 AJ3784                         *CURRENT SURVEY CONTROL
 AJ3784  ___________________________________________________________________
 AJ3784* NAD 83(1992)-  32 50 56.42384(N)    112 20 06.16201(W)     ADJUSTED  
 AJ3784* NAVD 88     -       566.70   (meters)    1859.2    (feet)  GPS OBS   
 AJ3784  ___________________________________________________________________
 AJ3784  X           -  -2,038,448.232 (meters)                     COMP
 AJ3784  Y           -  -4,961,604.014 (meters)                     COMP
 AJ3784  Z           -   3,440,193.374 (meters)                     COMP
 AJ3784  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AJ3784  ELLIP HEIGHT-         536.12  (meters)          (04/12/01) GPS OBS
 AJ3784  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AJ3784
 AJ3784  HORZ ORDER  -  B
 AJ3784  ELLP ORDER  -  THIRD     CLASS II
 AJ3784
 AJ3784.The horizontal coordinates were established by GPS observations
 AJ3784.and adjusted by the National Geodetic Survey in April 2001..
 AJ3784
 AJ3784.The orthometric height was determined by GPS observations and a
 AJ3784.high-resolution geoid model using precise GPS observation and
 AJ3784.processing techniques.
 AJ3784
 AJ3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3784
 AJ3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3784
 AJ3784.The ellipsoidal height was determined by GPS observations
 AJ3784.and is referenced to NAD 83.
 AJ3784
 AJ3784.The geoid height was determined by GEOID03.
 AJ3784
 AJ3784;                    North         East     Units Scale Factor Converg.
 AJ3784;SPC AZ C     -   205,085.138   174,198.509   MT  0.99991890   -0 13 37.0
 AJ3784;SPC AZ C     -   672,851.50    571,517.42   iFT  0.99991890   -0 13 37.0
 AJ3784;UTM  12      - 3,635,337.598   375,068.973   MT  0.99979245   -0 43 27.3
 AJ3784
 AJ3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3784!SPC AZ C     -   0.99991583  x   0.99991890  =   0.99983474
 AJ3784!UTM  12      -   0.99991583  x   0.99979245  =   0.99970830
 AJ3784
 AJ3784                          SUPERSEDED SURVEY CONTROL
 AJ3784
 AJ3784.No superseded survey control is available for this station.
 AJ3784
 AJ3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7506935338(NAD 83)
 AJ3784_MARKER: I = METAL ROD
 AJ3784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3784+WITH SETTING: INFORMATION.
 AJ3784_STAMPING: 3MB2 1999
 AJ3784_MARK LOGO: MCDOT 
 AJ3784_PROJECTION: FLUSH
 AJ3784_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3784+STABILITY: POSITION/ELEVATION WELL
 AJ3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3784+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3784_ROD/PIPE-DEPTH:  1.2 meters
 AJ3784_SLEEVE-DEPTH  :  0.8 meters
 AJ3784
 AJ3784  HISTORY     - Date     Condition        Report By
 AJ3784  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3784
 AJ3784                          STATION DESCRIPTION
 AJ3784
 AJ3784'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3784'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) SOUTHWEST OF THE
 AJ3784'CITY OF PHOENIX, 23 MI (37.0 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3784'BEND, TOWNSHIP 7 SOUTH, RANGE 1 WEST, SECTION 2
 AJ3784'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3784'TO REACH THE STATION FROM THE INTERSECTION (EXIT 140) OF INTERSTATE 8
 AJ3784'AND FREEMAN ROAD, DRIVE SOUTH ON FREEMAN ROAD FOR 0.31 MI (0.50 KM)
 AJ3784'(MEASURED FROM THE EASTBOUND LANES) TO AN OLD PAVED ROAD, THENCE TURN
 AJ3784'RIGHT (WEST) AND ONTO THE OLD PAVEMENT AND DRIVE WESTERLY FOR 0.23 MI
 AJ3784'(0.37 KM) TO THE INTERSECTION WITH A DIRT ROAD, THENCE CONTINUE WEST
 AJ3784'ON THE OLD PAVED ROAD FOR 0.82 MI (1.32 KM) TO THE STATION ON THE LEFT
 AJ3784'(SOUTH) SIDE OF THE ROAD
 AJ3784'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3784'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS
 AJ3784'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3784'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3784'STAMPED 3MB2, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3784'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3784'STATION TIES
 AJ3784'THE STATION IS 100 FT (30.5 M) SOUTH OF THE CENTERLINE OF THE OLD
 AJ3784'PAVED ROAD
 AJ3784'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3784'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3793 ***********************************************************************
 AJ3793  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3793  DESIGNATION -  3MC2
 AJ3793  PID         -  AJ3793
 AJ3793  STATE/COUNTY-  AZ/MARICOPA
 AJ3793  USGS QUAD   -  BIG HORN (1979)
 AJ3793
 AJ3793                         *CURRENT SURVEY CONTROL
 AJ3793  ___________________________________________________________________
 AJ3793* NAD 83(1992)-  32 51 54.31025(N)    112 24 42.34186(W)     ADJUSTED  
 AJ3793* NAVD 88     -       511.58   (meters)    1678.4    (feet)  GPS OBS   
 AJ3793  ___________________________________________________________________
 AJ3793  X           -  -2,044,703.202 (meters)                     COMP
 AJ3793  Y           -  -4,957,932.807 (meters)                     COMP
 AJ3793  Z           -   3,441,661.521 (meters)                     COMP
 AJ3793  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AJ3793  ELLIP HEIGHT-         480.91  (meters)          (04/12/01) GPS OBS
 AJ3793  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3793
 AJ3793  HORZ ORDER  -  B
 AJ3793  ELLP ORDER  -  THIRD     CLASS II
 AJ3793
 AJ3793.The horizontal coordinates were established by GPS observations
 AJ3793.and adjusted by the National Geodetic Survey in April 2001..
 AJ3793
 AJ3793.The orthometric height was determined by GPS observations and a
 AJ3793.high-resolution geoid model using precise GPS observation and
 AJ3793.processing techniques.
 AJ3793
 AJ3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3793
 AJ3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3793
 AJ3793.The ellipsoidal height was determined by GPS observations
 AJ3793.and is referenced to NAD 83.
 AJ3793
 AJ3793.The geoid height was determined by GEOID03.
 AJ3793
 AJ3793;                    North         East     Units Scale Factor Converg.
 AJ3793;SPC AZ C     -   206,899.292   167,025.890   MT  0.99992646   -0 16 07.2
 AJ3793;SPC AZ C     -   678,803.45    547,985.20   iFT  0.99992646   -0 16 07.2
 AJ3793;UTM  12      - 3,637,213.732   367,913.225   MT  0.99981513   -0 45 58.4
 AJ3793
 AJ3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3793!SPC AZ C     -   0.99992450  x   0.99992646  =   0.99985097
 AJ3793!UTM  12      -   0.99992450  x   0.99981513  =   0.99973965
 AJ3793
 AJ3793                          SUPERSEDED SURVEY CONTROL
 AJ3793
 AJ3793.No superseded survey control is available for this station.
 AJ3793
 AJ3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6791337214(NAD 83)
 AJ3793_MARKER: I = METAL ROD
 AJ3793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3793+WITH SETTING: INFORMATION.
 AJ3793_STAMPING: 3MC2 I/00
 AJ3793_MARK LOGO: MCDOT 
 AJ3793_PROJECTION: FLUSH
 AJ3793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3793+STABILITY: POSITION/ELEVATION WELL
 AJ3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3793+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3793_ROD/PIPE-DEPTH:  1.8 meters
 AJ3793_SLEEVE-DEPTH  :  0.8 meters
 AJ3793
 AJ3793  HISTORY     - Date     Condition        Report By
 AJ3793  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3793
 AJ3793                          STATION DESCRIPTION
 AJ3793
 AJ3793'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3793'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) SOUTHEAST OF THE
 AJ3793'CITY OF PHOENIX, 19 MI (30.6 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3793'BEND, TOWNSHIP 6 SOUTH, RANGE 1 WEST, SECTION 31
 AJ3793'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF WAY
 AJ3793'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF CASA GRANDE,
 AJ3793'DRIVE WEST ON INTERSTATE 8 TO MILE POST 136, THENCE CONTINUE WEST ON
 AJ3793'INTERSTATE 8 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT (NORTH)
 AJ3793'SIDE OF THE WESTBOUND LANES
 AJ3793'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3793'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3793'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3793'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3793'STAMPED 3MC2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3793'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3793'STATION TIES
 AJ3793'THE STATION IS 50 FT (15.2 M) NORTH OF THE EDGE OF PAVEMENT OF THE
 AJ3793'WESTBOUND LANES OF INTERSTATE 8
 AJ3793'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3793'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3763 ***********************************************************************
 AJ3763  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3763  DESIGNATION -  3MF2
 AJ3763  PID         -  AJ3763
 AJ3763  STATE/COUNTY-  AZ/MARICOPA
 AJ3763  USGS QUAD   -  BLUE PLATEAU (1986)
 AJ3763
 AJ3763                         *CURRENT SURVEY CONTROL
 AJ3763  ___________________________________________________________________
 AJ3763* NAD 83(1992)-  32 51 12.25125(N)    112 34 13.74197(W)     ADJUSTED  
 AJ3763* NAVD 88     -       381.09   (meters)    1250.3    (feet)  GPS OBS   
 AJ3763  ___________________________________________________________________
 AJ3763  X           -  -2,058,657.589 (meters)                     COMP
 AJ3763  Y           -  -4,952,797.205 (meters)                     COMP
 AJ3763  Z           -   3,440,502.080 (meters)                     COMP
 AJ3763  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 AJ3763  ELLIP HEIGHT-         350.06  (meters)          (04/12/01) GPS OBS
 AJ3763  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AJ3763
 AJ3763  HORZ ORDER  -  B
 AJ3763  ELLP ORDER  -  THIRD     CLASS II
 AJ3763
 AJ3763.The horizontal coordinates were established by GPS observations
 AJ3763.and adjusted by the National Geodetic Survey in April 2001..
 AJ3763
 AJ3763.The orthometric height was determined by GPS observations and a
 AJ3763.high-resolution geoid model using precise GPS observation and
 AJ3763.processing techniques.
 AJ3763
 AJ3763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3763
 AJ3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3763
 AJ3763.The ellipsoidal height was determined by GPS observations
 AJ3763.and is referenced to NAD 83.
 AJ3763
 AJ3763.The geoid height was determined by GEOID03.
 AJ3763
 AJ3763;                    North         East     Units Scale Factor Converg.
 AJ3763;SPC AZ C     -   205,684.536   152,163.404   MT  0.99994616   -0 21 16.9
 AJ3763;SPC AZ C     -   674,818.03    499,223.77   iFT  0.99994616   -0 21 16.9
 AJ3763;UTM  12      - 3,636,128.171   353,042.173   MT  0.99986630   -0 51 07.7
 AJ3763
 AJ3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3763!SPC AZ C     -   0.99994504  x   0.99994616  =   0.99989121
 AJ3763!UTM  12      -   0.99994504  x   0.99986630  =   0.99981135
 AJ3763
 AJ3763                          SUPERSEDED SURVEY CONTROL
 AJ3763
 AJ3763.No superseded survey control is available for this station.
 AJ3763
 AJ3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5304236128(NAD 83)
 AJ3763_MARKER: I = METAL ROD
 AJ3763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3763+WITH SETTING: INFORMATION.
 AJ3763_STAMPING: 3MF2 2000
 AJ3763_MARK LOGO: MCDOT 
 AJ3763_PROJECTION: FLUSH
 AJ3763_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3763+STABILITY: POSITION/ELEVATION WELL
 AJ3763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3763+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3763_ROD/PIPE-DEPTH:  1.8 meters
 AJ3763_SLEEVE-DEPTH  :  0.8 meters
 AJ3763
 AJ3763  HISTORY     - Date     Condition        Report By
 AJ3763  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3763
 AJ3763                          STATION DESCRIPTION
 AJ3763
 AJ3763'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3763'THE STATION IS LOCATED APPROXIMATELY 50 MI (80.5 KM) SOUTHWEST OF THE
 AJ3763'CITY OF PHOENIX, 11 MI (17.7 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3763'TOWNSHIP 7 SOUTH, RANGE 3 WEST, SECTION 4
 AJ3763'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3763'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3763'AND INTERSTATE 8 BUSINESS LOOP, JUST EAST OF GILA BEND, DRIVE EAST ON
 AJ3763'INTERSTATE 8 FOR 4.7 MI (7.6 KM) TO MILE POST 124 AND A DIRT ROAD
 AJ3763'RIGHT (SOUTH) , THENCE TURN RIGHT ONTO THE DIRT TO A GATE IN THE
 AJ3763'RIGHT-OF-WAY FENCE, THENCE DRIVE THROUGH THE GATE AND SOUTH FOR 1.4 MI
 AJ3763'(2.3 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (SOUTHEAST)
 AJ3763'AND DRIVE FOR 1.1 MI (1.8 KM) TO A POINT WHERE THE ROAD VEERS SOUTH,
 AJ3763'THENCE CONTINUE SOUTH AND SOUTHEASTERLY FOR 2.3 TO A CORRAL AND CATTLE
 AJ3763'CHUTE ON THE RIGHT (SOUTH) AND THE STATION ON THE LEFT (NORTH) SIDE OF
 AJ3763'THE ROAD
 AJ3763'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3763'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3763'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3763'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3763'STAMPED 3MF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3763'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3763'STATION TIES
 AJ3763'THE STATION IS 100 FT (30.5 M) NORTH OF THE ENTRANCE TO THE CATTLE
 AJ3763'CHUTE
 AJ3763'40 FT (12.2 M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3763'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3763'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3768 ***********************************************************************
 AJ3768  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3768  DESIGNATION -  3MI1
 AJ3768  PID         -  AJ3768
 AJ3768  STATE/COUNTY-  AZ/MARICOPA
 AJ3768  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 AJ3768
 AJ3768                         *CURRENT SURVEY CONTROL
 AJ3768  ___________________________________________________________________
 AJ3768* NAD 83(1992)-  32 51 53.40457(N)    112 41 38.08783(W)     ADJUSTED  
 AJ3768* NAVD 88     -       282.47   (meters)     926.7    (feet)  GPS OBS   
 AJ3768  ___________________________________________________________________
 AJ3768  X           -  -2,069,024.938 (meters)                     COMP
 AJ3768  Y           -  -4,947,639.619 (meters)                     COMP
 AJ3768  Z           -   3,441,513.441 (meters)                     COMP
 AJ3768  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ3768  ELLIP HEIGHT-         251.22  (meters)          (04/12/01) GPS OBS
 AJ3768  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3768
 AJ3768  HORZ ORDER  -  B
 AJ3768  ELLP ORDER  -  THIRD     CLASS II
 AJ3768
 AJ3768.The horizontal coordinates were established by GPS observations
 AJ3768.and adjusted by the National Geodetic Survey in April 2001..
 AJ3768
 AJ3768.The orthometric height was determined by GPS observations and a
 AJ3768.high-resolution geoid model using precise GPS observation and
 AJ3768.processing techniques.
 AJ3768
 AJ3768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3768
 AJ3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3768
 AJ3768.The ellipsoidal height was determined by GPS observations
 AJ3768.and is referenced to NAD 83.
 AJ3768
 AJ3768.The geoid height was determined by GEOID03.
 AJ3768
 AJ3768;                    North         East     Units Scale Factor Converg.
 AJ3768;SPC AZ C     -   207,030.506   140,619.603   MT  0.99996522   -0 25 18.5
 AJ3768;SPC AZ C     -   679,233.94    461,350.40   iFT  0.99996522   -0 25 18.5
 AJ3768;UTM  12      - 3,637,574.229   341,511.276   MT  0.99990973   -0 55 09.9
 AJ3768
 AJ3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3768!SPC AZ C     -   0.99996056  x   0.99996522  =   0.99992578
 AJ3768!UTM  12      -   0.99996056  x   0.99990973  =   0.99987029
 AJ3768
 AJ3768                          SUPERSEDED SURVEY CONTROL
 AJ3768
 AJ3768.No superseded survey control is available for this station.
 AJ3768
 AJ3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4151137574(NAD 83)
 AJ3768_MARKER: I = METAL ROD
 AJ3768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3768+WITH SETTING: INFORMATION.
 AJ3768_STAMPING: 3MI1 2000
 AJ3768_MARK LOGO: MCDOT 
 AJ3768_PROJECTION: FLUSH
 AJ3768_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3768+STABILITY: POSITION/ELEVATION WELL
 AJ3768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3768+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3768_ROD/PIPE-DEPTH:  2.4 meters
 AJ3768_SLEEVE-DEPTH  :  0.9 meters
 AJ3768
 AJ3768  HISTORY     - Date     Condition        Report By
 AJ3768  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3768
 AJ3768                          STATION DESCRIPTION
 AJ3768
 AJ3768'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3768'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3768'CITY OF PHOENIX, 6 MI (9.7 KM) SOUTH OF THE TOWN OF GILA BEND,
 AJ3768'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 32
 AJ3768'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3768'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3768'LOOP AND MARTIN AVENUE IN THE TOWN OF GILA BEND, DRIVE SOUTH ON MARTIN
 AJ3768'AVENUE FOR 0.4 MI (0.6 KM) TO MAIN STREET, THENCE TURN RIGHT ONTO MAIN
 AJ3768'STREET AND DRIVE SOUTHWESTERLY FOR 0.5 MI (0.8 KM) TO THE CENTERLINE
 AJ3768'OF THE OVERPASS AT INTERSTATE 8, THENCE DRIVE SOUTH, PASSING UNDER
 AJ3768'INTERSTATE 8, FOR 2.6 MI (4.2 KM) TO A POINT WHERE THE ROAD MAKES A
 AJ3768'SHARP TO THE LEFT, THENCE TURN LEFT (EAST) AND DRIVE FOR 0.7 MI (1.1
 AJ3768'KM) TO A ROAD ON THE RIGHT, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR
 AJ3768'2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3768'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3768'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3768'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3768'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3768'COVER, STAMPED 3MI1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3768'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3768'STATION TIES
 AJ3768'THE STATION IS 40 FT (12.2 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3768'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3768'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3906 ***********************************************************************
 AJ3906  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3906  DESIGNATION -  3MM2
 AJ3906  PID         -  AJ3906
 AJ3906  STATE/COUNTY-  AZ/MARICOPA
 AJ3906  USGS QUAD   -  SOUTH OF THEBA (1986)
 AJ3906
 AJ3906                         *CURRENT SURVEY CONTROL
 AJ3906  ___________________________________________________________________
 AJ3906* NAD 83(1992)-  32 51 15.05489(N)    112 55 18.50235(W)     ADJUSTED  
 AJ3906* NAVD 88     -       232.99   (meters)     764.4    (feet)  GPS OBS   
 AJ3906  ___________________________________________________________________
 AJ3906  X           -  -2,088,921.087 (meters)                     COMP
 AJ3906  Y           -  -4,939,922.994 (meters)                     COMP
 AJ3906  Z           -   3,440,494.083 (meters)                     COMP
 AJ3906  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AJ3906  ELLIP HEIGHT-         201.57  (meters)          (04/12/01) GPS OBS
 AJ3906  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AJ3906
 AJ3906  HORZ ORDER  -  B
 AJ3906  ELLP ORDER  -  THIRD     CLASS II
 AJ3906
 AJ3906.The horizontal coordinates were established by GPS observations
 AJ3906.and adjusted by the National Geodetic Survey in April 2001..
 AJ3906
 AJ3906.The orthometric height was determined by GPS observations and a
 AJ3906.high-resolution geoid model using precise GPS observation and
 AJ3906.processing techniques.
 AJ3906
 AJ3906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3906
 AJ3906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3906
 AJ3906.The ellipsoidal height was determined by GPS observations
 AJ3906.and is referenced to NAD 83.
 AJ3906
 AJ3906.The geoid height was determined by GEOID03.
 AJ3906
 AJ3906;                    North         East     Units Scale Factor Converg.
 AJ3906;SPC AZ C     -   206,029.188   119,279.675   MT  1.00000910   -0 32 43.2
 AJ3906;SPC AZ C     -   675,948.78    391,337.52   iFT  1.00000910   -0 32 43.2
 AJ3906;UTM  12      - 3,636,758.295   320,164.159   MT  0.99999879   -1 02 34.3
 AJ3906
 AJ3906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3906!SPC AZ C     -   0.99996835  x   1.00000910  =   0.99997745
 AJ3906!UTM  12      -   0.99996835  x   0.99999879  =   0.99996714
 AJ3906
 AJ3906                          SUPERSEDED SURVEY CONTROL
 AJ3906
 AJ3906.No superseded survey control is available for this station.
 AJ3906
 AJ3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2016436758(NAD 83)
 AJ3906_MARKER: I = METAL ROD
 AJ3906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3906_STAMPING: 3MM2 1999
 AJ3906_MARK LOGO: MCDOT 
 AJ3906_PROJECTION: FLUSH
 AJ3906_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3906+STABILITY: POSITION/ELEVATION WELL
 AJ3906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3906+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3906_ROD/PIPE-DEPTH:  6.8 meters
 AJ3906_SLEEVE-DEPTH  :  0.8 meters
 AJ3906
 AJ3906  HISTORY     - Date     Condition        Report By
 AJ3906  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3906
 AJ3906                          STATION DESCRIPTION
 AJ3906
 AJ3906'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3906'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) WEST-SOUTHWEST OF THE
 AJ3906'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 06 WEST, SECTION 31
 AJ3906'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3906'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3906'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3906'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3906'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3906'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3906'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3906'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3906'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3906'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3906'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3906'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3906'TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 2.8 MI (4.5 KM) TO THE END
 AJ3906'OF DIRT ROAD AND THE STATION ON YOUR LEFT
 AJ3906'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3906'COMPRESSED ON A 22.3 FOOT (6.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3906'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3906'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3MM2 1999, SURROUNDED
 AJ3906'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3906'CARSONITE MARKER
 AJ3906'STATION TIES
 AJ3906'37 FT (11.3 M) EAST OF G.L.O.  BRASS CAP SOUTHWEST CORNER SECTION 31,
 AJ3906'TOWNSHIP 6 SOUTH, RANGE 6 WEST
 AJ3906'35 FT (10.7 M) EAST OF BARBED WIRE FENCE BEARING NORTH-SOUTH
 AJ3906'20 FT (6.1 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3906'6 FT (1.8 M) NORTH OF BARBED WIRE FENCE BEARING EAST-WEST
 AJ3906'4.8 FT (1.5 M) NORTH OF CARSONITE WITNESS POST
 AJ3906'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3906'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3908 ***********************************************************************
 AJ3908  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3908  DESIGNATION -  3MO3
 AJ3908  PID         -  AJ3908
 AJ3908  STATE/COUNTY-  AZ/MARICOPA
 AJ3908  USGS QUAD   -  SENTINEL SE (1986)
 AJ3908
 AJ3908                         *CURRENT SURVEY CONTROL
 AJ3908  ___________________________________________________________________
 AJ3908* NAD 83(1992)-  32 50 58.75510(N)    113 00 59.63030(W)     ADJUSTED  
 AJ3908* NAVD 88     -       217.57   (meters)     713.8    (feet)  GPS OBS   
 AJ3908  ___________________________________________________________________
 AJ3908  X           -  -2,097,189.441 (meters)                     COMP
 AJ3908  Y           -  -4,936,700.193 (meters)                     COMP
 AJ3908  Z           -   3,440,063.800 (meters)                     COMP
 AJ3908  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AJ3908  ELLIP HEIGHT-         186.01  (meters)          (04/12/01) GPS OBS
 AJ3908  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3908
 AJ3908  HORZ ORDER  -  B
 AJ3908  ELLP ORDER  -  THIRD     CLASS II
 AJ3908
 AJ3908.The horizontal coordinates were established by GPS observations
 AJ3908.and adjusted by the National Geodetic Survey in April 2001..
 AJ3908
 AJ3908.The orthometric height was determined by GPS observations and a
 AJ3908.high-resolution geoid model using precise GPS observation and
 AJ3908.processing techniques.
 AJ3908
 AJ3908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3908
 AJ3908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3908
 AJ3908.The ellipsoidal height was determined by GPS observations
 AJ3908.and is referenced to NAD 83.
 AJ3908
 AJ3908.The geoid height was determined by GEOID03.
 AJ3908
 AJ3908;                    North         East     Units Scale Factor Converg.
 AJ3908;SPC AZ C     -   205,615.470   110,404.756   MT  1.00003066   -0 35 48.0
 AJ3908;SPC AZ C     -   674,591.44    362,220.33   iFT  1.00003066   -0 35 48.0
 AJ3908;UTM  12      - 3,636,421.657   311,285.990   MT  1.00003914   -1 05 39.1
 AJ3908
 AJ3908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3908!SPC AZ C     -   0.99997080  x   1.00003066  =   1.00000146
 AJ3908!UTM  12      -   0.99997080  x   1.00003914  =   1.00000994
 AJ3908
 AJ3908                          SUPERSEDED SURVEY CONTROL
 AJ3908
 AJ3908.No superseded survey control is available for this station.
 AJ3908
 AJ3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1128636422(NAD 83)
 AJ3908_MARKER: I = METAL ROD
 AJ3908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3908_STAMPING: 3MO3 1999
 AJ3908_MARK LOGO: MCDOT 
 AJ3908_PROJECTION: FLUSH
 AJ3908_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3908+STABILITY: POSITION/ELEVATION WELL
 AJ3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3908+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3908_ROD/PIPE-DEPTH:  7.3 meters
 AJ3908_SLEEVE-DEPTH  :  0.8 meters
 AJ3908
 AJ3908  HISTORY     - Date     Condition        Report By
 AJ3908  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3908
 AJ3908                          STATION DESCRIPTION
 AJ3908
 AJ3908'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3908'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) WEST-SOUTHWEST OF THE
 AJ3908'TOWN OF GILA BEND, TOWNSHIP 07 SOUTH, RANGE 07 WEST, SECTION 6
 AJ3908'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3908'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3908'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3908'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3908'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3908'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3908'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3908'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3908'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3908'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3908'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3908'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3908'CONTINUE SOUTH ON DIRT ROAD FOR 1.3 MI (2.1 KM) TO A BEND IN DIRT ROAD
 AJ3908'TO THE SOUTHWEST, THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.8 MI
 AJ3908'(1.3 KM) TO A BEND IN DIRT ROAD TO THE WEST, THENCE CONTINUE WEST ON
 AJ3908'DIRT ROAD FOR 1.0 MI (1.6 KM) TO A HOUSE ON RIGHT (NORTH) SIDE OF DIRT
 AJ3908'ROAD, THENCE CONTINUE WEST ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN
 AJ3908'UNMARKED DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND
 AJ3908'DRIVE 0.4 MI (0.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) ,
 AJ3908'THENCE TURN LEFT (SOUTHWEST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3908'TO A JEEP TRAIL, THENCE TURN RIGHT (NORTHWESTERLY) ON TO JEEP TRAIL
 AJ3908'(REQUIRES 4 WHEEL DRIVE VEHICLE) AND DRIVE 6.6 MI (10.6 KM) TO THE END
 AJ3908'OF JEEP TRAIL AND TO THE STATION ON YOUR LEFT
 AJ3908'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3908'COMPRESSED ON A 24.0 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3908'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3908'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3MO3 1999, SURROUNDED
 AJ3908'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3908'CARSONITE MARKER
 AJ3908'STATION TIES
 AJ3908'5.0 FT (1.5 M) SOUTH OF CARSONITE WITNESS POST
 AJ3908'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3908'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3916 ***********************************************************************
 AJ3916  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3916  DESIGNATION -  3MQ1
 AJ3916  PID         -  AJ3916
 AJ3916  STATE/COUNTY-  AZ/MARICOPA
 AJ3916  USGS QUAD   -  SENTINEL (1986)
 AJ3916
 AJ3916                         *CURRENT SURVEY CONTROL
 AJ3916  ___________________________________________________________________
 AJ3916* NAD 83(1992)-  32 52 23.17013(N)    113 07 40.53281(W)     ADJUSTED  
 AJ3916* NAVD 88     -       236.23   (meters)     775.0    (feet)  GPS OBS   
 AJ3916  ___________________________________________________________________
 AJ3916  X           -  -2,106,232.446 (meters)                     COMP
 AJ3916  Y           -  -4,931,331.330 (meters)                     COMP
 AJ3916  Z           -   3,442,258.298 (meters)                     COMP
 AJ3916  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3916  ELLIP HEIGHT-         204.53  (meters)          (04/12/01) GPS OBS
 AJ3916  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3916
 AJ3916  HORZ ORDER  -  B
 AJ3916  ELLP ORDER  -  THIRD     CLASS II
 AJ3916
 AJ3916.The horizontal coordinates were established by GPS observations
 AJ3916.and adjusted by the National Geodetic Survey in April 2001..
 AJ3916
 AJ3916.The orthometric height was determined by GPS observations and a
 AJ3916.high-resolution geoid model using precise GPS observation and
 AJ3916.processing techniques.
 AJ3916
 AJ3916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3916
 AJ3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3916
 AJ3916.The ellipsoidal height was determined by GPS observations
 AJ3916.and is referenced to NAD 83.
 AJ3916
 AJ3916.The geoid height was determined by GEOID03.
 AJ3916
 AJ3916;                    North         East     Units Scale Factor Converg.
 AJ3916;SPC AZ C     -   208,330.012   100,010.019   MT  1.00005837   -0 39 27.1
 AJ3916;SPC AZ C     -   683,497.41    328,116.86   iFT  1.00005837   -0 39 27.1
 AJ3916;UTM  12      - 3,639,226.440   300,915.022   MT  1.00008873   -1 09 19.4
 AJ3916
 AJ3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3916!SPC AZ C     -   0.99996789  x   1.00005837  =   1.00002626
 AJ3916!UTM  12      -   0.99996789  x   1.00008873  =   1.00005662
 AJ3916
 AJ3916                          SUPERSEDED SURVEY CONTROL
 AJ3916
 AJ3916.No superseded survey control is available for this station.
 AJ3916
 AJ3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0091539226(NAD 83)
 AJ3916_MARKER: I = METAL ROD
 AJ3916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3916+WITH SETTING: INFORMATION.
 AJ3916_STAMPING: 3MQ1 12-1999
 AJ3916_MARK LOGO: MCDOT 
 AJ3916_PROJECTION: FLUSH
 AJ3916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3916+STABILITY: POSITION/ELEVATION WELL
 AJ3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3916+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3916_ROD/PIPE-DEPTH:  1.1 meters
 AJ3916_SLEEVE-DEPTH  :  0.8 meters
 AJ3916
 AJ3916  HISTORY     - Date     Condition        Report By
 AJ3916  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3916  HISTORY     - 20060128 GOOD             USPSQD
 AJ3916  HISTORY     - 20060128 GOOD             USPSQD
 AJ3916
 AJ3916                          STATION DESCRIPTION
 AJ3916
 AJ3916'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3916'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) EAST-NORTHEAST OF THE TOWN
 AJ3916'OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 09 WEST, SECTION 25
 AJ3916'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3916'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3916'87) , DRIVE EAST-NORTHEAST ON INTERSTATE 8 FOR APPROXIMATELY 5.0 MI
 AJ3916'(8.0 KM) TO MILEPOST 92, THENCE CONTINUE EAST-NORTHEAST ON INTERSTATE
 AJ3916'8 FOR 0.2 MI (0.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3916'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3916'COMPRESSED ON A 3.5 FT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3916'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3916'WITH A COUNTY LOGO ACCESS COVER STAMPED 3MQ1 12-1999, SURROUNDED WITH
 AJ3916'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3916'CARSONITE MARKER
 AJ3916'STATION TIES
 AJ3916'200 FT (61.0 M) SOUTH OF CENTERLINE OF EASTBOUND INTERSTATE 8
 AJ3916'5.4 FT (1.6 M) NORTH OF CARSONITE WITNESS POST
 AJ3916'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3916'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3916
 AJ3916                          STATION RECOVERY (2006)
 AJ3916
 AJ3916'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3916'RECOVERED AS DESCRIBED.
 AJ3916
 AJ3916                          STATION RECOVERY (2006)
 AJ3916
 AJ3916'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3917 ***********************************************************************
 AJ3917  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3917  DESIGNATION -  3MU2
 AJ3917  PID         -  AJ3917
 AJ3917  STATE/COUNTY-  AZ/MARICOPA
 AJ3917  USGS QUAD   -  AZTEC SE (1982)
 AJ3917
 AJ3917                         *CURRENT SURVEY CONTROL
 AJ3917  ___________________________________________________________________
 AJ3917* NAD 83(1992)-  32 51 18.04381(N)    113 19 04.23080(W)     ADJUSTED  
 AJ3917* NAVD 88     -       162.72   (meters)     533.9    (feet)  GPS OBS   
 AJ3917  ___________________________________________________________________
 AJ3917  X           -  -2,122,972.955 (meters)                     COMP
 AJ3917  Y           -  -4,925,265.684 (meters)                     COMP
 AJ3917  Z           -   3,440,532.997 (meters)                     COMP
 AJ3917  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AJ3917  ELLIP HEIGHT-         130.72  (meters)          (04/12/01) GPS OBS
 AJ3917  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AJ3917
 AJ3917  HORZ ORDER  -  B
 AJ3917  ELLP ORDER  -  THIRD     CLASS II
 AJ3917
 AJ3917.The horizontal coordinates were established by GPS observations
 AJ3917.and adjusted by the National Geodetic Survey in April 2001..
 AJ3917
 AJ3917.The orthometric height was determined by GPS observations and a
 AJ3917.high-resolution geoid model using precise GPS observation and
 AJ3917.processing techniques.
 AJ3917
 AJ3917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3917
 AJ3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3917
 AJ3917.The ellipsoidal height was determined by GPS observations
 AJ3917.and is referenced to NAD 83.
 AJ3917
 AJ3917.The geoid height was determined by GEOID03.
 AJ3917
 AJ3917;                    North         East     Units Scale Factor Converg.
 AJ3917;SPC AZ C     -   206,543.650    82,209.616   MT  1.00011202   -0 45 37.0
 AJ3917;SPC AZ C     -   677,636.65    269,716.59   iFT  1.00011202   -0 45 37.0
 AJ3917;UTM  12      - 3,637,594.709   283,098.895   MT  1.00018013   -1 15 28.6
 AJ3917
 AJ3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3917!SPC AZ C     -   0.99997948  x   1.00011202  =   1.00009149
 AJ3917!UTM  12      -   0.99997948  x   1.00018013  =   1.00015960
 AJ3917
 AJ3917                          SUPERSEDED SURVEY CONTROL
 AJ3917
 AJ3917.No superseded survey control is available for this station.
 AJ3917
 AJ3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8309937595(NAD 83)
 AJ3917_MARKER: I = METAL ROD
 AJ3917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3917_STAMPING: 3MU2 11-1999
 AJ3917_MARK LOGO: MCDOT 
 AJ3917_PROJECTION: FLUSH
 AJ3917_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3917+STABILITY: POSITION/ELEVATION WELL
 AJ3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3917+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3917_ROD/PIPE-DEPTH:  4.3 meters
 AJ3917_SLEEVE-DEPTH  :  0.8 meters
 AJ3917
 AJ3917  HISTORY     - Date     Condition        Report By
 AJ3917  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3917
 AJ3917                          STATION DESCRIPTION
 AJ3917
 AJ3917'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3917'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF THE TOWN OF
 AJ3917'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 5
 AJ3917'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3917'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3917', DRIVE EAST ON THE NORTH FRONTAGE ROAD FOR 1.3 MI (2.1 KM) TO AVENUE
 AJ3917'76 EAST (A DIRT ROAD AND NO STREET SIGNS) (32 50 19N, 113 20 09W) ON
 AJ3917'YOUR LEFT (NORTH) , THENCE TURN LEFT (NORTH) ON TO AVENUE 76 EAST AND
 AJ3917'DRIVE 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD (32 51 19N, 113 20 07W)
 AJ3917'ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND
 AJ3917'DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3917'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3917'COMPRESSED ON A 14.0 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3917'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3917'WITH A COUNTY LOGO ACCESS COVER STAMPED 3MU2 11-1999, SURROUNDED WITH
 AJ3917'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3917'CARSONITE MARKER
 AJ3917'STATION TIES
 AJ3917'90 FT (27.4 M) SOUTHEAST OF G.L.O.  BRASS CAP SOUTHWEST CORNER SECTION
 AJ3917'32, TOWNSHIP 6 SOUTH, RANGE 10 WEST
 AJ3917'50 FT (15.2 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3917'3.8 FT (1.2 M) NORTH OF CARSONITE WITNESS POST
 AJ3917'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3917'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3792 ***********************************************************************
 AJ3792  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3792  DESIGNATION -  3NB2
 AJ3792  PID         -  AJ3792
 AJ3792  STATE/COUNTY-  AZ/MARICOPA
 AJ3792  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3792
 AJ3792                         *CURRENT SURVEY CONTROL
 AJ3792  ___________________________________________________________________
 AJ3792* NAD 83(1992)-  32 51 16.79808(N)    112 22 28.35952(W)     ADJUSTED  
 AJ3792* NAVD 88     -       537.76   (meters)    1764.3    (feet)  GPS OBS   
 AJ3792  ___________________________________________________________________
 AJ3792  X           -  -2,041,729.358 (meters)                     COMP
 AJ3792  Y           -  -4,959,860.158 (meters)                     COMP
 AJ3792  Z           -   3,440,704.970 (meters)                     COMP
 AJ3792  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3792  ELLIP HEIGHT-         507.14  (meters)          (04/12/01) GPS OBS
 AJ3792  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AJ3792
 AJ3792  HORZ ORDER  -  B
 AJ3792  ELLP ORDER  -  THIRD     CLASS II
 AJ3792
 AJ3792.The horizontal coordinates were established by GPS observations
 AJ3792.and adjusted by the National Geodetic Survey in April 2001..
 AJ3792
 AJ3792.The orthometric height was determined by GPS observations and a
 AJ3792.high-resolution geoid model using precise GPS observation and
 AJ3792.processing techniques.
 AJ3792
 AJ3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3792
 AJ3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3792
 AJ3792.The ellipsoidal height was determined by GPS observations
 AJ3792.and is referenced to NAD 83.
 AJ3792
 AJ3792.The geoid height was determined by GEOID03.
 AJ3792
 AJ3792;                    North         East     Units Scale Factor Converg.
 AJ3792;SPC AZ C     -   205,728.070   170,503.943   MT  0.99992264   -0 14 54.3
 AJ3792;SPC AZ C     -   674,960.86    559,396.14   iFT  0.99992264   -0 14 54.3
 AJ3792;UTM  12      - 3,636,012.493   371,380.578   MT  0.99980398   -0 44 44.9
 AJ3792
 AJ3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3792!SPC AZ C     -   0.99992038  x   0.99992264  =   0.99984303
 AJ3792!UTM  12      -   0.99992038  x   0.99980398  =   0.99972438
 AJ3792
 AJ3792                          SUPERSEDED SURVEY CONTROL
 AJ3792
 AJ3792.No superseded survey control is available for this station.
 AJ3792
 AJ3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7138136012(NAD 83)
 AJ3792_MARKER: I = METAL ROD
 AJ3792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3792_STAMPING: 3NB2 2000
 AJ3792_MARK LOGO: MCDOT 
 AJ3792_PROJECTION: FLUSH
 AJ3792_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3792+STABILITY: POSITION/ELEVATION WELL
 AJ3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3792+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3792_ROD/PIPE-DEPTH:  7.9 meters
 AJ3792_SLEEVE-DEPTH  :  0.8 meters
 AJ3792
 AJ3792  HISTORY     - Date     Condition        Report By
 AJ3792  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3792
 AJ3792                          STATION DESCRIPTION
 AJ3792
 AJ3792'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3792'THE STATION IN LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3792'CITY OF PHOENIX, 21 MI (33.8 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3792'BEND, TOWNSHIP 7 SOUTH, RANGE 1 WEST, SECTION 4
 AJ3792'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3792'TO REACH THE STATION FROM GILA BEND, DRIVE EAST ON INTERSTATE 8 TO
 AJ3792'MILE POST 137, THENCE CONTINUE EAST ON INTERSTATE 8 FOR 0.6 MI (1.0
 AJ3792'KM) TO THE STATION ON THE RIGHT (SOUTH) SIDE OF THE EASTBOUND LANES
 AJ3792'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3792'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 26 FOOT (7.9 M) STAINLESS
 AJ3792'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3792'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3792'STAMPED 3NB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3792'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3792'STATION TIES
 AJ3792'THE STATION IS 75 FT (22.9 M) SOUTH OF THE EDGE OF PAVEMENT OF THE
 AJ3792'EASTBOUND LANES OF INTERSTATE 8
 AJ3792'3 FT.  (0.9 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3792'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3792'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3794 ***********************************************************************
 AJ3794  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3794  DESIGNATION -  3ND2
 AJ3794  PID         -  AJ3794
 AJ3794  STATE/COUNTY-  AZ/MARICOPA
 AJ3794  USGS QUAD   -  BIG HORN (1979)
 AJ3794
 AJ3794                         *CURRENT SURVEY CONTROL
 AJ3794  ___________________________________________________________________
 AJ3794* NAD 83(1992)-  32 50 29.59880(N)    112 27 30.17732(W)     ADJUSTED  
 AJ3794* NAVD 88     -       508.49   (meters)    1668.3    (feet)  GPS OBS   
 AJ3794  ___________________________________________________________________
 AJ3794  X           -  -2,049,276.579 (meters)                     COMP
 AJ3794  Y           -  -4,957,573.377 (meters)                     COMP
 AJ3794  Z           -   3,439,467.387 (meters)                     COMP
 AJ3794  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3794  ELLIP HEIGHT-         477.74  (meters)          (04/12/01) GPS OBS
 AJ3794  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AJ3794
 AJ3794  HORZ ORDER  -  B
 AJ3794  ELLP ORDER  -  THIRD     CLASS II
 AJ3794
 AJ3794.The horizontal coordinates were established by GPS observations
 AJ3794.and adjusted by the National Geodetic Survey in April 2001..
 AJ3794
 AJ3794.The orthometric height was determined by GPS observations and a
 AJ3794.high-resolution geoid model using precise GPS observation and
 AJ3794.processing techniques.
 AJ3794
 AJ3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3794
 AJ3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3794
 AJ3794.The ellipsoidal height was determined by GPS observations
 AJ3794.and is referenced to NAD 83.
 AJ3794
 AJ3794.The geoid height was determined by GEOID03.
 AJ3794
 AJ3794;                    North         East     Units Scale Factor Converg.
 AJ3794;SPC AZ C     -   204,311.301   162,649.371   MT  0.99993170   -0 17 37.6
 AJ3794;SPC AZ C     -   670,312.67    533,626.55   iFT  0.99993170   -0 17 37.6
 AJ3794;UTM  12      - 3,634,664.103   363,514.873   MT  0.99982969   -0 47 27.7
 AJ3794
 AJ3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3794!SPC AZ C     -   0.99992500  x   0.99993170  =   0.99985670
 AJ3794!UTM  12      -   0.99992500  x   0.99982969  =   0.99975470
 AJ3794
 AJ3794                          SUPERSEDED SURVEY CONTROL
 AJ3794
 AJ3794.No superseded survey control is available for this station.
 AJ3794
 AJ3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6351534664(NAD 83)
 AJ3794_MARKER: I = METAL ROD
 AJ3794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3794+WITH SETTING: INFORMATION.
 AJ3794_STAMPING: 3ND2 11/99
 AJ3794_MARK LOGO: MCDOT 
 AJ3794_PROJECTION: FLUSH
 AJ3794_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3794+STABILITY: POSITION/ELEVATION WELL
 AJ3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3794+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3794_ROD/PIPE-DEPTH:  2.4 meters
 AJ3794_SLEEVE-DEPTH  :  0.8 meters
 AJ3794
 AJ3794  HISTORY     - Date     Condition        Report By
 AJ3794  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3794
 AJ3794                          STATION DESCRIPTION
 AJ3794
 AJ3794'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3794'THE STATION IS LOCATED APPROXIMATELY 47 MI (75.6 KM) SOUTHWEST OF THE
 AJ3794'CITY OF PHOENIX, 17 MI (27.4 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3794'BEND, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SECTION 3
 AJ3794'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3794'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF GILA BEND, DRIVE
 AJ3794'EAST ON INTERSTATE 8 TO MILE POST 133, THENCE CONTINUE EAST ON
 AJ3794'INTERSTATE 8 FOR 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE RIGHT (SOUTH)
 AJ3794'SIDE OF THE EASTBOUND LANES OF INTERSTATE 8, THENCE PULL OFF THE
 AJ3794'INTERSTATE AND TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE 0.2 MI
 AJ3794'(0.3 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3794'DRIVING SOUTH FOR 1.3 MI (2.1 KM) TO ANOTHER FORK IN THE ROAD, THENCE
 AJ3794'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO THE
 AJ3794'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3794'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3794'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) ROD DRIVEN
 AJ3794'TO REFUSAL, ENCASED IN A GREASED PVC SLEEVE, ENCLOSED IN A 5 INCH PVC
 AJ3794'PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER STAMPED 3ND2 11/99,
 AJ3794'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A
 AJ3794'WHITE CARSONITE MARKER
 AJ3794'STATION TIES
 AJ3794'THE STATION IS 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3794'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3794'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3767 ***********************************************************************
 AJ3767  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3767  DESIGNATION -  3NH2
 AJ3767  PID         -  AJ3767
 AJ3767  STATE/COUNTY-  AZ/MARICOPA
 AJ3767  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 AJ3767
 AJ3767                         *CURRENT SURVEY CONTROL
 AJ3767  ___________________________________________________________________
 AJ3767* NAD 83(1992)-  32 50 18.11534(N)    112 38 48.87356(W)     ADJUSTED  
 AJ3767* NAVD 88     -       316.15   (meters)    1037.2    (feet)  GPS OBS   
 AJ3767  ___________________________________________________________________
 AJ3767  X           -  -2,065,589.425 (meters)                     COMP
 AJ3767  Y           -  -4,950,831.173 (meters)                     COMP
 AJ3767  Z           -   3,439,065.607 (meters)                     COMP
 AJ3767  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3767  ELLIP HEIGHT-         284.97  (meters)          (04/12/01) GPS OBS
 AJ3767  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3767
 AJ3767  HORZ ORDER  -  B
 AJ3767  ELLP ORDER  -  THIRD     CLASS II
 AJ3767
 AJ3767.The horizontal coordinates were established by GPS observations
 AJ3767.and adjusted by the National Geodetic Survey in April 2001..
 AJ3767
 AJ3767.The orthometric height was determined by GPS observations and a
 AJ3767.high-resolution geoid model using precise GPS observation and
 AJ3767.processing techniques.
 AJ3767
 AJ3767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3767
 AJ3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3767
 AJ3767.The ellipsoidal height was determined by GPS observations
 AJ3767.and is referenced to NAD 83.
 AJ3767
 AJ3767.The geoid height was determined by GEOID03.
 AJ3767
 AJ3767;                    North         East     Units Scale Factor Converg.
 AJ3767;SPC AZ C     -   204,063.809   144,998.383   MT  0.99995760   -0 23 45.6
 AJ3767;SPC AZ C     -   669,500.69    475,716.48   iFT  0.99995760   -0 23 45.6
 AJ3767;UTM  12      - 3,634,569.809   345,863.873   MT  0.99989295   -0 53 35.7
 AJ3767
 AJ3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3767!SPC AZ C     -   0.99995526  x   0.99995760  =   0.99991286
 AJ3767!UTM  12      -   0.99995526  x   0.99989295  =   0.99984822
 AJ3767
 AJ3767                          SUPERSEDED SURVEY CONTROL
 AJ3767
 AJ3767.No superseded survey control is available for this station.
 AJ3767
 AJ3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4586434570(NAD 83)
 AJ3767_MARKER: I = METAL ROD
 AJ3767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3767_STAMPING: 3NH2 2000
 AJ3767_MARK LOGO: MCDOT 
 AJ3767_PROJECTION: FLUSH
 AJ3767_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3767+STABILITY: POSITION/ELEVATION WELL
 AJ3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3767+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3767_ROD/PIPE-DEPTH:  4.3 meters
 AJ3767_SLEEVE-DEPTH  :  0.8 meters
 AJ3767
 AJ3767  HISTORY     - Date     Condition        Report By
 AJ3767  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3767
 AJ3767                          STATION DESCRIPTION
 AJ3767
 AJ3767'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3767'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3767'CITY OF PHOENIX, 9 MI (14.5 KM) SOUTH SOUTHEAST OF THE TOWN OF GILA
 AJ3767'BEND, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SECTION 11
 AJ3767'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3767'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3767'AND INTERSTATE BUSINESS LOOP JUST EAST OF GILA BEND, DRIVE SOUTH ON
 AJ3767'THE FRONTAGE ROAD (WHICH TURNS EAST AND SOUTH AGAIN) FOR 0.7 MI (1.1
 AJ3767'KM) TO A CATTLE GUARD WHERE THE PAVEMENT ENDS, THENCE CONTINUE SOUTH
 AJ3767'OVER THE CATTLE GUARD FOR 3.2 MI (5.1 KM) TO A POINT WHERE THE ROAD
 AJ3767'BENDS TOWARD THE SOUTHEAST, THENCE CONTINUE SOUTHEAST FOR 1.6 MI (2.6
 AJ3767'KM) TO A GATE IN A FENCE LINE AT NINE MILE WELL, THENCE DRIVE THROUGH
 AJ3767'THE GATE AND DRIVE SOUTHEAST FOR 0.1 MI (0.2 KM) THROUGH 2 MORE GATES,
 AJ3767'THENCE DRIVE 1.1 MI (1.8 KM) SOUTH SOUTHEAST TO THE STATION ON THE
 AJ3767'LEFT (EAST) SIDE OF THE ROAD
 AJ3767'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3767'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3767'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3767'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3767'STAMPED 3NH2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3767'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3767'STATION TIES
 AJ3767'THE STATION IS 40 FT (12.2 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3767'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3767'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3907 ***********************************************************************
 AJ3907  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3907  DESIGNATION -  3NN3
 AJ3907  PID         -  AJ3907
 AJ3907  STATE/COUNTY-  AZ/MARICOPA
 AJ3907  USGS QUAD   -  SOUTH OF THEBA (1986)
 AJ3907
 AJ3907                         *CURRENT SURVEY CONTROL
 AJ3907  ___________________________________________________________________
 AJ3907* NAD 83(1992)-  32 49 40.79981(N)    112 56 11.65163(W)     ADJUSTED  
 AJ3907* NAVD 88     -       236.45   (meters)     775.8    (feet)  GPS OBS   
 AJ3907  ___________________________________________________________________
 AJ3907  X           -  -2,090,808.715 (meters)                     COMP
 AJ3907  Y           -  -4,940,837.421 (meters)                     COMP
 AJ3907  Z           -   3,438,056.294 (meters)                     COMP
 AJ3907  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3907  ELLIP HEIGHT-         204.98  (meters)          (04/12/01) GPS OBS
 AJ3907  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AJ3907
 AJ3907  HORZ ORDER  -  B
 AJ3907  ELLP ORDER  -  THIRD     CLASS II
 AJ3907
 AJ3907.The horizontal coordinates were established by GPS observations
 AJ3907.and adjusted by the National Geodetic Survey in April 2001..
 AJ3907
 AJ3907.The orthometric height was determined by GPS observations and a
 AJ3907.high-resolution geoid model using precise GPS observation and
 AJ3907.processing techniques.
 AJ3907
 AJ3907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3907
 AJ3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3907
 AJ3907.The ellipsoidal height was determined by GPS observations
 AJ3907.and is referenced to NAD 83.
 AJ3907
 AJ3907.The geoid height was determined by GEOID03.
 AJ3907
 AJ3907;                    North         East     Units Scale Factor Converg.
 AJ3907;SPC AZ C     -   203,138.914   117,869.712   MT  1.00001240   -0 33 10.6
 AJ3907;SPC AZ C     -   666,466.25    386,711.65   iFT  1.00001240   -0 33 10.6
 AJ3907;UTM  12      - 3,633,880.395   318,729.173   MT  1.00000518   -1 03 00.5
 AJ3907
 AJ3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3907!SPC AZ C     -   0.99996782  x   1.00001240  =   0.99998022
 AJ3907!UTM  12      -   0.99996782  x   1.00000518  =   0.99997300
 AJ3907
 AJ3907                          SUPERSEDED SURVEY CONTROL
 AJ3907
 AJ3907.No superseded survey control is available for this station.
 AJ3907
 AJ3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1872933880(NAD 83)
 AJ3907_MARKER: I = METAL ROD
 AJ3907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3907_STAMPING: 3NN3 1999
 AJ3907_MARK LOGO: MCDOT 
 AJ3907_PROJECTION: FLUSH
 AJ3907_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3907+STABILITY: POSITION/ELEVATION WELL
 AJ3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3907+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3907_ROD/PIPE-DEPTH:  4.1 meters
 AJ3907_SLEEVE-DEPTH  :  0.8 meters
 AJ3907
 AJ3907  HISTORY     - Date     Condition        Report By
 AJ3907  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3907
 AJ3907                          STATION DESCRIPTION
 AJ3907
 AJ3907'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3907'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF THE TOWN OF
 AJ3907'GILA BEND, TOWNSHIP 07 SOUTH, RANGE 07 WEST, SECTION 12
 AJ3907'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3907'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3907'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3907'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3907'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3907'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3907'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3907'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3907'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3907'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3907'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3907'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3907'CONTINUE SOUTH ON DIRT ROAD FOR 1.3 MI (2.1 KM) TO A BEND IN DIRT ROAD
 AJ3907'TO THE SOUTHWEST, THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.8 MI
 AJ3907'(1.3 KM) TO A BEND IN DIRT ROAD TO THE WEST, THENCE CONTINUE WEST ON
 AJ3907'DIRT ROAD FOR 1.0 MI (1.6 KM) TO A HOUSE ON RIGHT (NORTH) SIDE OF DIRT
 AJ3907'ROAD, THENCE CONTINUE WEST ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN
 AJ3907'UNMARKED DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND
 AJ3907'DRIVE 0.4 MI (0.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) ,
 AJ3907'THENCE TURN LEFT (SOUTHWEST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3907'TO A JEEP TRAIL, THENCE TURN RIGHT (NORTHWESTERLY) ON TO JEEP TRAIL
 AJ3907'(REQUIRES 4 WHEEL DRIVE VEHICLE) AND DRIVE 1.5 MI (2.4 KM) TO THE
 AJ3907'STATION ON YOUR RIGHT
 AJ3907'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3907'COMPRESSED ON A 13.3 FOOT (4.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3907'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3907'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3NN3 1999, SURROUNDED
 AJ3907'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3907'CARSONITE MARKER
 AJ3907'STATION TIES
 AJ3907'4.5 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3907'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3907'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3918 ***********************************************************************
 AJ3918  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3918  DESIGNATION -  3NT3
 AJ3918  PID         -  AJ3918
 AJ3918  STATE/COUNTY-  AZ/MARICOPA
 AJ3918  USGS QUAD   -  AZTEC SE (1982)
 AJ3918
 AJ3918                         *CURRENT SURVEY CONTROL
 AJ3918  ___________________________________________________________________
 AJ3918* NAD 83(1992)-  32 48 41.10584(N)    113 17 02.29723(W)     ADJUSTED  
 AJ3918* NAVD 88     -       183.77   (meters)     602.9    (feet)  GPS OBS   
 AJ3918  ___________________________________________________________________
 AJ3918  X           -  -2,121,104.213 (meters)                     COMP
 AJ3918  Y           -  -4,928,943.976 (meters)                     COMP
 AJ3918  Z           -   3,436,482.035 (meters)                     COMP
 AJ3918  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3918  ELLIP HEIGHT-         151.81  (meters)          (04/12/01) GPS OBS
 AJ3918  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AJ3918
 AJ3918  HORZ ORDER  -  B
 AJ3918  ELLP ORDER  -  THIRD     CLASS II
 AJ3918
 AJ3918.The horizontal coordinates were established by GPS observations
 AJ3918.and adjusted by the National Geodetic Survey in April 2001..
 AJ3918
 AJ3918.The orthometric height was determined by GPS observations and a
 AJ3918.high-resolution geoid model using precise GPS observation and
 AJ3918.processing techniques.
 AJ3918
 AJ3918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3918
 AJ3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3918
 AJ3918.The ellipsoidal height was determined by GPS observations
 AJ3918.and is referenced to NAD 83.
 AJ3918
 AJ3918.The geoid height was determined by GEOID03.
 AJ3918
 AJ3918;                    North         East     Units Scale Factor Converg.
 AJ3918;SPC AZ C     -   201,667.371    85,317.583   MT  1.00010210   -0 44 27.6
 AJ3918;SPC AZ C     -   661,638.36    279,913.33   iFT  1.00010210   -0 44 27.6
 AJ3918;UTM  12      - 3,632,691.315   286,164.613   MT  1.00016385   -1 14 17.2
 AJ3918
 AJ3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3918!SPC AZ C     -   0.99997617  x   1.00010210  =   1.00007826
 AJ3918!UTM  12      -   0.99997617  x   1.00016385  =   1.00014001
 AJ3918
 AJ3918                          SUPERSEDED SURVEY CONTROL
 AJ3918
 AJ3918.No superseded survey control is available for this station.
 AJ3918
 AJ3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8616532691(NAD 83)
 AJ3918_MARKER: I = METAL ROD
 AJ3918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3918_STAMPING: 3NT3 11-1999
 AJ3918_MARK LOGO: MCDOT 
 AJ3918_PROJECTION: FLUSH
 AJ3918_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3918+STABILITY: POSITION/ELEVATION WELL
 AJ3918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3918+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3918_ROD/PIPE-DEPTH:  4.9 meters
 AJ3918_SLEEVE-DEPTH  :  0.8 meters
 AJ3918
 AJ3918  HISTORY     - Date     Condition        Report By
 AJ3918  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3918
 AJ3918                          STATION DESCRIPTION
 AJ3918
 AJ3918'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3918'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3918'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3918'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3918'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3918', DRIVE EAST ON THE SOUTH FRONTAGE ROAD FOR 0.3 MI (0.5 KM) TO AVENUE
 AJ3918'75 EAST (A GRADED DIRT ROAD AND NO STREET SIGNS) ON YOUR RIGHT (SOUTH
 AJ3918') , THENCE TURN RIGHT (SOUTH) ON TO AVENUE 75 EAST AND DRIVE 125 FT
 AJ3918'(38.1 M) TO THE SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE
 AJ3918'SOUTH ON AVENUE 75 EAST FOR 125 FT (38.1 M) TO AN UNMARKED DIRT ROAD
 AJ3918'ON YOUR LEFT (EAST) , THENCE TURN LEFT (EAST) ON TO DIRT ROAD AND
 AJ3918'DRIVE 1.0 MI (1.6 KM) TO A BARBED WIRE FENCE AND GATE (LAT 32 50 15N,
 AJ3918'LONG 113 20 06W) , THENCE CONTINUE ON DIRT ROAD THROUGH GATE AND DRIVE
 AJ3918'EAST FOR 0.9 MI (1.4 KM) TO A Y IN THE ROAD (LAT 32 50 20N, LONG 113
 AJ3918'19 16W),THENCE VEER RIGHT AND CONTINUE SOUTHEASTERLY ON DIRT ROAD FOR
 AJ3918'3.3 MI (5.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3918'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3918'COMPRESSED ON A 16.0 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3918'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3918'WITH A COUNTY LOGO ACCESS COVER STAMPED 3NT3 11-1999, SURROUNDED WITH
 AJ3918'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3918'CARSONITE MARKER
 AJ3918'STATION TIES
 AJ3918'85 FT (25.9 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3918'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3918'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3919 ***********************************************************************
 AJ3919  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3919  DESIGNATION -  3OU3
 AJ3919  PID         -  AJ3919
 AJ3919  STATE/COUNTY-  AZ/MARICOPA
 AJ3919  USGS QUAD   -  AZTEC SE (1982)
 AJ3919
 AJ3919                         *CURRENT SURVEY CONTROL
 AJ3919  ___________________________________________________________________
 AJ3919* NAD 83(1992)-  32 46 28.58434(N)    113 19 04.67166(W)     ADJUSTED  
 AJ3919* NAVD 88     -       171.90   (meters)     564.0    (feet)  GPS OBS   
 AJ3919  ___________________________________________________________________
 AJ3919  X           -  -2,124,899.393 (meters)                     COMP
 AJ3919  Y           -  -4,929,706.006 (meters)                     COMP
 AJ3919  Z           -   3,433,043.684 (meters)                     COMP
 AJ3919  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AJ3919  ELLIP HEIGHT-         139.90  (meters)          (04/12/01) GPS OBS
 AJ3919  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AJ3919
 AJ3919  HORZ ORDER  -  B
 AJ3919  ELLP ORDER  -  THIRD     CLASS II
 AJ3919
 AJ3919.The horizontal coordinates were established by GPS observations
 AJ3919.and adjusted by the National Geodetic Survey in April 2001..
 AJ3919
 AJ3919.The orthometric height was determined by GPS observations and a
 AJ3919.high-resolution geoid model using precise GPS observation and
 AJ3919.processing techniques.
 AJ3919
 AJ3919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3919
 AJ3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3919
 AJ3919.The ellipsoidal height was determined by GPS observations
 AJ3919.and is referenced to NAD 83.
 AJ3919
 AJ3919.The geoid height was determined by GEOID03.
 AJ3919
 AJ3919;                    North         East     Units Scale Factor Converg.
 AJ3919;SPC AZ C     -   197,626.531    82,079.939   MT  1.00011245   -0 45 31.3
 AJ3919;SPC AZ C     -   648,381.01    269,291.14   iFT  1.00011245   -0 45 31.3
 AJ3919;UTM  12      - 3,628,678.440   282,891.837   MT  1.00018125   -1 15 19.0
 AJ3919
 AJ3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3919!SPC AZ C     -   0.99997804  x   1.00011245  =   1.00009048
 AJ3919!UTM  12      -   0.99997804  x   1.00018125  =   1.00015928
 AJ3919
 AJ3919                          SUPERSEDED SURVEY CONTROL
 AJ3919
 AJ3919.No superseded survey control is available for this station.
 AJ3919
 AJ3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8289228678(NAD 83)
 AJ3919_MARKER: I = METAL ROD
 AJ3919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3919_STAMPING: 3OU3 11-1999
 AJ3919_MARK LOGO: MCDOT 
 AJ3919_PROJECTION: FLUSH
 AJ3919_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3919+STABILITY: POSITION/ELEVATION WELL
 AJ3919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3919+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3919_ROD/PIPE-DEPTH:  4.3 meters
 AJ3919_SLEEVE-DEPTH  :  0.8 meters
 AJ3919
 AJ3919  HISTORY     - Date     Condition        Report By
 AJ3919  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3919
 AJ3919                          STATION DESCRIPTION
 AJ3919
 AJ3919'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3919'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF THE TOWN OF
 AJ3919'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 31
 AJ3919'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3919'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3919', DRIVE EAST ON THE SOUTH FRONTAGE ROAD FOR 0.3 MI (0.5 KM) TO AVENUE
 AJ3919'75 EAST (A GRADED DIRT ROAD AND NO STREET SIGNS) ON YOUR RIGHT (SOUTH
 AJ3919') , THENCE TURN RIGHT (SOUTH) ON TO AVENUE 75 EAST AND DRIVE 125 FT
 AJ3919'(38.1 M) TO THE SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE
 AJ3919'SOUTH ON AVENUE 75 EAST FOR 3.5 MI (5.6 KM) TO COUNTY 3RD STREET (A
 AJ3919'GRADED DIRT ROAD AND NO STREET SIGNS) , THENCE TURN LEFT (EAST) ON TO
 AJ3919'COUNTY 3RD STREET AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD,
 AJ3919'THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3919'A UNMARKED DIRT ROAD WITH A GATE ON YOUR LEFT (32 46 28N, 113 20 06W)
 AJ3919', THENCE TURN LEFT (EAST) ON TO DIRT ROAD THROUGH GATE AND DRIVE 1.0
 AJ3919'MI (1.6 KM) TO THE STATION ON YOUR LEFT
 AJ3919'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3919'COMPRESSED ON A 14.0 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3919'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3919'WITH A COUNTY LOGO ACCESS COVER STAMPED 3OU3 11-1999, SURROUNDED WITH
 AJ3919'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3919'CARSONITE MARKER
 AJ3919'STATION TIES
 AJ3919'50 FT (15.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3919'3.4 FT (1.0 M) EAST OF CARSONITE WITNESS POST
 AJ3919'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3919'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1513 ***********************************************************************
 CZ1513  DESIGNATION -  4
 CZ1513  PID         -  CZ1513
 CZ1513  STATE/COUNTY-  AZ/PINAL
 CZ1513  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1513
 CZ1513                         *CURRENT SURVEY CONTROL
 CZ1513  ___________________________________________________________________
 CZ1513* NAD 83(1986)-  32 49 41.     (N)    111 42 15.     (W)     SCALED    
 CZ1513* NAVD 88     -       452.113  (meters)    1483.31   (feet)  READJUSTED
 CZ1513  ___________________________________________________________________
 CZ1513  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1513  DYNAMIC HT  -         451.560 (meters)    1481.49  (feet)  COMP
 CZ1513  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 CZ1513  OBS GRAVITY -     979,396.2   (mgal)                       GRAV_OBS
 CZ1513
 CZ1513  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1513
 CZ1513.The horizontal coordinates were scaled from a topographic map and have
 CZ1513.an estimated accuracy of +/- 6 seconds.
 CZ1513
 CZ1513.The orthometric height was determined by differential leveling
 CZ1513.and adjusted by the National Geodetic Survey in April 1999..
 CZ1513.No vertical observational check was made to the station.
 CZ1513.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1513.mark was located on a no-check spur therefore a value was not computed.
 CZ1513.The height was derived from older observations constrained to new
 CZ1513.heights in a crustal motion area.  The height is approximate in
 CZ1513.relation to other heights in its vicinity.
 CZ1513
 CZ1513.The geoid height was determined by GEOID03.
 CZ1513
 CZ1513.The dynamic height is computed by dividing the NAVD 88
 CZ1513.geopotential number by the normal gravity value computed on the
 CZ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1513.degrees latitude (g = 980.6199 gals.).
 CZ1513
 CZ1513.The modeled gravity was interpolated from observed gravity values.
 CZ1513.The observed gravity was obtained from relative gravimeter ties
 CZ1513.to the IGSN71 gravity network.
 CZ1513
 CZ1513;                    North         East    Units  Estimated Accuracy
 CZ1513;SPC AZ C     -   202,700.      233,260.      MT  (+/- 180 meters Scaled)
 CZ1513
 CZ1513                          SUPERSEDED SURVEY CONTROL
 CZ1513
 CZ1513  NAVD 88 (06/15/91)  452.120  (m)         1483.33   (f) UNKNOWN     1 2
 CZ1513
 CZ1513.Superseded values are not recommended for survey control.
 CZ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1513.See file dsdata.txt to determine how the superseded data were derived.
 CZ1513
 CZ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB340324(NAD 83)
 CZ1513_MARKER: DD = SURVEY DISK
 CZ1513_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1513_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1513_STAMPING: BM-4 1970 USA TOPO COM
 CZ1513_MARK LOGO: USE   
 CZ1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1513+STABILITY: POSITION/ELEVATION WELL
 CZ1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1513+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 CZ1513
 CZ1513  HISTORY     - Date     Condition        Report By
 CZ1513  HISTORY     - 1970     MONUMENTED       USE
 CZ1513  HISTORY     - 1980     GOOD             NGS
 CZ1513  HISTORY     - 1984     GOOD             NGS
 CZ1513  HISTORY     - 19911205 GOOD             NGS
 CZ1513  HISTORY     - 20060725 GOOD             MHD
 CZ1513
 CZ1513                          STATION DESCRIPTION
 CZ1513
 CZ1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1513'11.6 KM SE FROM CASA GRANDE.
 CZ1513'THE MARK IS 1 M ABOVE THE TRAIL ROAD.
 CZ1513'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1513'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1513'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1513'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1513'THE ON-RAMP, THENCE 1.7 KILOMETERS (1.05 MILES) NORTHWEST ALONG
 CZ1513'INTERSTATE 8, SET IN TOP OF METAMORPHIC ROCK OUTCROP ON THE NORTHWEST
 CZ1513'SLOPE AT THE NORTHWEST POINT OF THE MOUNTAIN, 0.25 KILOMETER (0.15
 CZ1513'MILE) SOUTH OF THE EASTBOUND REST AREA OF INTERSTATE 8, 0.2 KILOMETER
 CZ1513'(0.1 MILE) SOUTHEAST OF A POWER LINE CROSSING THE TRAIL ROAD, 113
 CZ1513'METERS (371 FEET) SOUTHWEST OF THE EASTBOUND CENTERLINE OF INTERSTATE
 CZ1513'8, 47.5 METERS (156 FEET) NORTHWEST OF THE JUNCTION OF THE TRAIL
 CZ1513'ROAD AND A ROAD LEADING TO THE TOP OF THE MOUNTAIN, 15.4 METERS
 CZ1513'(50 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 12.9 METERS
 CZ1513'(42.3 FEET) SOUTHWEST OF THE TRAIL ROAD AND 7.5 METERS (24.6 FEET)
 CZ1513'NORTH OF AND 2 METERS (6.5 FEET) BELOW A ROCK OUTCROP FACE WITH
 CZ1513'B.M. PAINTED ON IT.
 CZ1513
 CZ1513                          STATION RECOVERY (1984)
 CZ1513
 CZ1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1513'RECOVERED IN GOOD CONDITION.
 CZ1513
 CZ1513                          STATION RECOVERY (1991)
 CZ1513
 CZ1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1513'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1513'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1513'BOULEVARD) IN CASA GRANDE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG
 CZ1513'INTERSTATE HIGHWAY 10, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG
 CZ1513'INTERSTATE HIGHWAY 8, NEAR THE CENTER OF A 5 BY 5-FOOT AREA OF
 CZ1513'OUTCROPPING BEDROCK ALONG THE NORTHWEST SLOPE OF A SMALL HILL, 0.2 KM
 CZ1513'(0.10 MI) SOUTHEAST OF A POWERLINE CROSSING, 113.0 M (370.7 FT)
 CZ1513'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 CZ1513'100.0 M (328.1 FT) SOUTH OF THE CENTER OF AN EXIT ROAD OF AN
 CZ1513'ABANDONED REST AREA, 47.5 M (155.8 FT) NORTHWEST OF THE CENTER OF A
 CZ1513'DIRT ROAD LEADING UP THE SOUTHEAST SLOPE OF THE HILL, 15.4 M (50.5
 CZ1513'FT) SOUTHWEST OF A FENCE, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTER OF
 CZ1513'A GRAVELED ROAD, 7.5 M (24.6 FT) NORTH OF A VERTICAL OUTCROP WITH THE
 CZ1513'PAINTED LETTERS BM, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 CZ1513'HIGHWAY.
 CZ1513
 CZ1513                          STATION RECOVERY (2006)
 CZ1513
 CZ1513'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (JHD)
 CZ1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0776 ***********************************************************************
 ET0776  DESIGNATION -  4
 ET0776  PID         -  ET0776
 ET0776  STATE/COUNTY-  AZ/MOHAVE
 ET0776  USGS QUAD   -  ALAMO DAM (1990)
 ET0776
 ET0776                         *CURRENT SURVEY CONTROL
 ET0776  ___________________________________________________________________
 ET0776* NAD 83(1986)-  34 13 58.     (N)    113 36 12.     (W)     SCALED    
 ET0776* NAVD 88     -       386.455  (meters)    1267.89   (feet)  ADJUSTED  
 ET0776  ___________________________________________________________________
 ET0776  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0776  DYNAMIC HT  -         386.027 (meters)    1266.49  (feet)  COMP
 ET0776  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 ET0776
 ET0776  VERT ORDER  -  FIRST     CLASS II
 ET0776
 ET0776.The horizontal coordinates were scaled from a topographic map and have
 ET0776.an estimated accuracy of +/- 6 seconds.
 ET0776
 ET0776.The orthometric height was determined by differential leveling
 ET0776.and adjusted by the National Geodetic Survey in June 1991..
 ET0776
 ET0776.The geoid height was determined by GEOID03.
 ET0776
 ET0776.The dynamic height is computed by dividing the NAVD 88
 ET0776.geopotential number by the normal gravity value computed on the
 ET0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0776.degrees latitude (g = 980.6199 gals.).
 ET0776
 ET0776.The modeled gravity was interpolated from observed gravity values.
 ET0776
 ET0776;                    North         East    Units  Estimated Accuracy
 ET0776;SPC AZ W     -   358,490.      226,870.      MT  (+/- 180 meters Scaled)
 ET0776
 ET0776                          SUPERSEDED SURVEY CONTROL
 ET0776
 ET0776.No superseded survey control is available for this station.
 ET0776
 ET0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC602910(NAD 83)
 ET0776_MARKER: DB = BENCH MARK DISK
 ET0776_SETTING: 66 = SET IN ROCK OUTCROP
 ET0776_SP_SET: ROCK OUTCROP
 ET0776_STAMPING: BM 4 LA DIST 1968
 ET0776_MARK LOGO: USE   
 ET0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0776+STABILITY: POSITION/ELEVATION WELL
 ET0776
 ET0776  HISTORY     - Date     Condition        Report By
 ET0776  HISTORY     - 1968     MONUMENTED       USE
 ET0776  HISTORY     - 1981     GOOD             NGS
 ET0776
 ET0776                          STATION DESCRIPTION
 ET0776
 ET0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0776'0.3 KM (0.2 MI) NORTH FROM ALAMO LAKE.
 ET0776'0.3 KM (0.2 MI) NORTH ACROSS ALAMO DAM FROM THE SOUTHEAST END, SET IN
 ET0776'TOP OF A ROCK OUTCROP AT THE NORTHWEST END OF THE DAM, 19.8 METERS
 ET0776'(65.0 FT) SOUTHWEST OF THE CENTERLINE OF THE DAM ROAD, 6.4 METERS
 ET0776'(21.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING TO THE
 ET0776'SPILLWAY, 5.5 METERS (18.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF
 ET0776'A STEEL GUARDRAIL ON THE SOUTHWEST SIDE OF THE DAM, 1.9 METERS (6.2
 ET0776'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A ROUGH CONCRETE GUTTER DOWN
 ET0776'THE SOUTHWEST FACE OF THE DAM.
 ET0776'THE MARK IS 0.6 M BELOW THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0069 ***********************************************************************
 GQ0069  DESIGNATION -  4
 GQ0069  PID         -  GQ0069
 GQ0069  STATE/COUNTY-  AZ/MOHAVE
 GQ0069  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0069
 GQ0069                         *CURRENT SURVEY CONTROL
 GQ0069  ___________________________________________________________________
 GQ0069* NAD 83(1986)-  36 07 16.     (N)    114 00 08.     (W)     SCALED    
 GQ0069* NAVD 88     -       392.936  (meters)    1289.16   (feet)  POSTED    
 GQ0069  ___________________________________________________________________
 GQ0069  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0069  DYNAMIC HT  -         392.540 (meters)    1287.86  (feet)  COMP
 GQ0069  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 GQ0069
 GQ0069  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0069
 GQ0069.The horizontal coordinates were scaled from a topographic map and have
 GQ0069.an estimated accuracy of +/- 6 seconds.
 GQ0069
 GQ0069.The orthometric height was determined by differential leveling
 GQ0069.and adjusted by the National Geodetic Survey in 1992..
 GQ0069.No vertical observational check was made to the station.
 GQ0069.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0069.was located on a no-check spur therefore a value was not computed.
 GQ0069
 GQ0069.The geoid height was determined by GEOID03.
 GQ0069
 GQ0069.The dynamic height is computed by dividing the NAVD 88
 GQ0069.geopotential number by the normal gravity value computed on the
 GQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0069.degrees latitude (g = 980.6199 gals.).
 GQ0069
 GQ0069.The modeled gravity was interpolated from observed gravity values.
 GQ0069
 GQ0069;                    North         East    Units  Estimated Accuracy
 GQ0069;SPC AZ W     -   568,000.      190,660.      MT  (+/- 180 meters Scaled)
 GQ0069
 GQ0069                          SUPERSEDED SURVEY CONTROL
 GQ0069
 GQ0069  NGVD 29 (??/??/92)  392.256  (m)         1286.93   (f) ADJ UNCH    1 1
 GQ0069
 GQ0069.Superseded values are not recommended for survey control.
 GQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0069.See file dsdata.txt to determine how the superseded data were derived.
 GQ0069
 GQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698015(NAD 83)
 GQ0069_MARKER: DD = SURVEY DISK
 GQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0069_STAMPING: 4 EL. 1286.94
 GQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0069+STABILITY: SURFACE MOTION
 GQ0069
 GQ0069  HISTORY     - Date     Condition        Report By
 GQ0069  HISTORY     - UNK      MONUMENTED       NPS
 GQ0069  HISTORY     - 1950     GOOD             NGS
 GQ0069
 GQ0069                          STATION DESCRIPTION
 GQ0069
 GQ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0069'0.7 MI N FROM PIERCES FERRY.
 GQ0069'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0069'STATION AT PIERCES FERRY, THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0069'AT THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0069'CAMP, ON THE SOUTHEAST EDGE OF A RAVINE, ABOUT 50 YARDS NORTHEAST OF
 GQ0069'THE NORTHEAST EDGE OF A CIRCULAR DRIVE, 59 FEET NORTHWEST OF THE
 GQ0069'CENTER LINE OF THE ROAD, 3 FEET WEST OF A CAIRN, AND SET IN THE TOP OF
 GQ0069'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0238 ***********************************************************************
 CG0238  DESIGNATION -  4
 CG0238  PID         -  CG0238
 CG0238  STATE/COUNTY-  AZ/PIMA
 CG0238  USGS QUAD   -  SAHUARITA (1981)
 CG0238
 CG0238                         *CURRENT SURVEY CONTROL
 CG0238  ___________________________________________________________________
 CG0238* NAD 83(1986)-  31 58 13.     (N)    110 57 18.     (W)     SCALED    
 CG0238* NAVD 88     -       821.139  (meters)    2694.02   (feet)  ADJUSTED  
 CG0238  ___________________________________________________________________
 CG0238  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0238  DYNAMIC HT  -         819.964 (meters)    2690.17  (feet)  COMP
 CG0238  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 CG0238
 CG0238  VERT ORDER  -  FIRST     CLASS II
 CG0238
 CG0238.The horizontal coordinates were scaled from a topographic map and have
 CG0238.an estimated accuracy of +/- 6 seconds.
 CG0238
 CG0238.The orthometric height was determined by differential leveling
 CG0238.and adjusted by the National Geodetic Survey in June 1991..
 CG0238
 CG0238.The geoid height was determined by GEOID03.
 CG0238
 CG0238.The dynamic height is computed by dividing the NAVD 88
 CG0238.geopotential number by the normal gravity value computed on the
 CG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0238.degrees latitude (g = 980.6199 gals.).
 CG0238
 CG0238.The modeled gravity was interpolated from observed gravity values.
 CG0238
 CG0238;                    North         East    Units  Estimated Accuracy
 CG0238;SPC AZ C     -   107,980.      304,250.      MT  (+/- 180 meters Scaled)
 CG0238
 CG0238                          SUPERSEDED SURVEY CONTROL
 CG0238
 CG0238  NGVD 29 (??/??/92)  820.526  (m)         2692.01   (f) ADJ UNCH    1 2
 CG0238
 CG0238.Superseded values are not recommended for survey control.
 CG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0238.See file dsdata.txt to determine how the superseded data were derived.
 CG0238
 CG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042371(NAD 83)
 CG0238_MARKER: DD = SURVEY DISK
 CG0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0238_SP_SET: CULVERT
 CG0238_STAMPING: 4
 CG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0238
 CG0238  HISTORY     - Date     Condition        Report By
 CG0238  HISTORY     - UNK      MONUMENTED       AZHD
 CG0238  HISTORY     - 1953     GOOD             NGS
 CG0238  HISTORY     - 1980     GOOD             NGS
 CG0238  HISTORY     - 19990213 GOOD             USPSQD
 CG0238  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0238
 CG0238                          STATION DESCRIPTION
 CG0238
 CG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0238'0.85 MI N FROM SAHUARITA.
 CG0238'0.85 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0238'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 127.8 FEET
 CG0238'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 1001.92, AT A
 CG0238'DOUBLE CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0238'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 24.0 FEET WEST OF
 CG0238'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0238
 CG0238                          STATION RECOVERY (1980)
 CG0238
 CG0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0238'1.6 KILOMETERS (1 MILE) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0238'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0238'HEADWALL FOR A DOUBLE BOX HIGHWAY CULVERT AT THE NORTH END
 CG0238'OF AN OFFSET IN THE HIGHWAY, 88 PACES NORTH OF THE SOUTHERN
 CG0238'PACIFIC RAILROAD MILEPOST 1002 AND HIGHWAY MILEPOST 49,
 CG0238'7.3 METERS (24 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CG0238'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CG0238
 CG0238                          STATION RECOVERY (1999)
 CG0238
 CG0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0238'RECOVERED IN GOOD CONDITION.
 CG0238
 CG0238                          STATION RECOVERY (2006)
 CG0238
 CG0238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0238'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1601 ***********************************************************************
 DV1601  DESIGNATION -  4 A
 DV1601  PID         -  DV1601
 DV1601  STATE/COUNTY-  AZ/LA PAZ
 DV1601  USGS QUAD   -  BEAR HILLS (1990)
 DV1601
 DV1601                         *CURRENT SURVEY CONTROL
 DV1601  ___________________________________________________________________
 DV1601* NAD 83(1986)-  33 39 13.     (N)    113 56 46.     (W)     SCALED    
 DV1601* NAVD 88     -       448.98   (+/-2cm)    1473.0    (feet)  VERTCON   
 DV1601  ___________________________________________________________________
 DV1601  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1601
 DV1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1601
 DV1601.The horizontal coordinates were scaled from a topographic map and have
 DV1601.an estimated accuracy of +/- 6 seconds.
 DV1601
 DV1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1601.The vertical order pertains to the NGVD 29 superseded value.
 DV1601
 DV1601.The geoid height was determined by GEOID03.
 DV1601
 DV1601;                    North         East    Units  Estimated Accuracy
 DV1601;SPC AZ W     -   294,260.      195,170.      MT  (+/- 180 meters Scaled)
 DV1601
 DV1601                          SUPERSEDED SURVEY CONTROL
 DV1601
 DV1601  NGVD 29 (??/??/92)  448.279  (m)         1470.73   (f) ADJ UNCH    2 0
 DV1601
 DV1601.Superseded values are not recommended for survey control.
 DV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1601.See file dsdata.txt to determine how the superseded data were derived.
 DV1601
 DV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC267276(NAD 83)
 DV1601_MARKER: DD = SURVEY DISK
 DV1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1601_STAMPING: A 4 1962
 DV1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1601+STABILITY: SURFACE MOTION
 DV1601
 DV1601  HISTORY     - Date     Condition        Report By
 DV1601  HISTORY     - 1962     MONUMENTED       AZHD
 DV1601
 DV1601                          STATION DESCRIPTION
 DV1601
 DV1601'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1601'3.35 MI SW FROM BRENDA.
 DV1601'0.5 MILE EAST-SOUTHWEST OF U 395 4, AN ARIZONA HIGHWAY DEPARTMENT
 DV1601'DISK, STAMPED 4.A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1601'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1601'HIGHWAY 10, 1.0 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1262 ***********************************************************************
 CY1262  DESIGNATION -  4 EMH
 CY1262  PID         -  CY1262
 CY1262  STATE/COUNTY-  AZ/GRAHAM
 CY1262  USGS QUAD   -  EDEN (1985)
 CY1262
 CY1262                         *CURRENT SURVEY CONTROL
 CY1262  ___________________________________________________________________
 CY1262* NAD 83(1986)-  32 54 25.     (N)    109 58 54.     (W)     SCALED    
 CY1262* NAVD 88     -       963.00   (+/-2cm)    3159.4    (feet)  VERTCON   
 CY1262  ___________________________________________________________________
 CY1262  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY1262
 CY1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1262
 CY1262.The horizontal coordinates were scaled from a topographic map and have
 CY1262.an estimated accuracy of +/- 6 seconds.
 CY1262
 CY1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1262.The vertical order pertains to the NGVD 29 superseded value.
 CY1262
 CY1262.The geoid height was determined by GEOID03.
 CY1262
 CY1262;                    North         East    Units  Estimated Accuracy
 CY1262;SPC AZ E     -   211,450.      230,670.      MT  (+/- 180 meters Scaled)
 CY1262
 CY1262                          SUPERSEDED SURVEY CONTROL
 CY1262
 CY1262  NGVD 29 (??/??/92)  962.37   (m)         3157.4    (f) COMPUTED    2 0
 CY1262
 CY1262.Superseded values are not recommended for survey control.
 CY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1262.See file dsdata.txt to determine how the superseded data were derived.
 CY1262
 CY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB952414(NAD 83)
 CY1262_MARKER: DB = BENCH MARK DISK
 CY1262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1262_SP_SET: COPPER-CLAD STEEL ROD
 CY1262_STAMPING: 4 EMH 1972 3157
 CY1262_MARK LOGO: USGS  
 CY1262_PROJECTION: FLUSH
 CY1262_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1262+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1262_ROD/PIPE-DEPTH: 6.10 meters
 CY1262
 CY1262  HISTORY     - Date     Condition        Report By
 CY1262  HISTORY     - 1972     MONUMENTED       USGS
 CY1262
 CY1262                          STATION DESCRIPTION
 CY1262
 CY1262'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1262'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1262'ALONG U S HIGHWAY 70, THENCE 5.2 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1262'225 FEET NORTHEAST OF A ROAD FORK NORTHWEST, 55 FEET SOUTHEAST AND
 CY1262'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1262'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0945 ***********************************************************************
 CG0945  DESIGNATION -  4 F
 CG0945  PID         -  CG0945
 CG0945  STATE/COUNTY-  AZ/COCHISE
 CG0945  USGS QUAD   -  KNOB HILL (1973)
 CG0945
 CG0945                         *CURRENT SURVEY CONTROL
 CG0945  ___________________________________________________________________
 CG0945* NAD 83(1992)-  31 58 25.09675(N)    110 01 38.59086(W)     ADJUSTED  
 CG0945* NAVD 88     -      2002.9    (meters)    6571.     (feet)  VERTCON   
 CG0945  ___________________________________________________________________
 CG0945  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 CG0945  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CG0945
 CG0945  HORZ ORDER  -  SECOND
 CG0945
 CG0945.The horizontal coordinates were established by classical geodetic methods
 CG0945.and adjusted by the National Geodetic Survey in August 1993..
 CG0945
 CG0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0945
 CG0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0945
 CG0945.The geoid height was determined by GEOID03.
 CG0945
 CG0945;                    North         East     Units Scale Factor Converg.
 CG0945;SPC AZ E     -   107,952.594   226,523.488   MT  0.99990214   +0 04 25.5
 CG0945;SPC AZ E     -   354,175.18    743,187.30   iFT  0.99990214   +0 04 25.5
 CG0945;UTM  12      - 3,537,926.720   591,896.787   MT  0.99970415   +0 30 54.2
 CG0945
 CG0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0945!SPC AZ E     -   0.99968988  x   0.99990214  =   0.99959205
 CG0945!UTM  12      -   0.99968988  x   0.99970415  =   0.99939412
 CG0945
 CG0945|---------------------------------------------------------------------|
 CG0945| PID    Reference Object                     Distance      Geod. Az  |
 CG0945|                                                           dddmmss.s |
 CG0945| CC5918 4 F RM 1                              5.037 METERS 05612     |
 CG0945| CC5919 4 F RM 2                             11.039 METERS 17012     |
 CG0945| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX.10.7 KM 3084701.0 |
 CG0945|---------------------------------------------------------------------|
 CG0945
 CG0945                          SUPERSEDED SURVEY CONTROL
 CG0945
 CG0945  NAD 83(1986)-  31 58 25.09053(N)    110 01 38.58857(W) AD(       ) 2
 CG0945  NAD 27      -  31 58 24.79580(N)    110 01 36.33610(W) AD(       ) 2
 CG0945  NGVD 29 (07/19/86) 2002.0    (m)         6568.     (f) VERT ANG       
 CG0945
 CG0945.Superseded values are not recommended for survey control.
 CG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0945.See file dsdata.txt to determine how the superseded data were derived.
 CG0945
 CG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9189737927(NAD 83)
 CG0945_MARKER: DS = TRIANGULATION STATION DISK
 CG0945_SETTING: 80 = SET IN A BOULDER
 CG0945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG0945
 CG0945  HISTORY     - Date     Condition        Report By
 CG0945  HISTORY     - 1960     MONUMENTED       CGS
 CG0945  HISTORY     - 1965     GOOD             LOCENG
 CG0945
 CG0945                          STATION DESCRIPTION
 CG0945
 CG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0945'STATION IS LOCATED ON THE HIGHEST AND MOST NORTHWESTERLY PART OF
 CG0945'DRAGOON MOUNTAIN, BETWEEN JORDAN CANYON AND FOURR CANYON, ABOUT
 CG0945'4 MILES SOUTH OF DRAGOON AND 1 MILE NORTHEAST OF THE 4 F RANCH
 CG0945'BUILDINGS, IN SECTION 8, T 1M S, R 23 E.
 CG0945'
 CG0945'REACHED FROM THE RAILROAD DEPOT IN DRAGOON BY GOING WEST AND SOUTH
 CG0945'ON THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 4.6 MILES TO THE 4
 CG0945'F RANCH, PASS THROUGH METAL GATE AT THE SOUTHWEST CORNER OF A
 CG0945'LARGE BARN AND FOLLOW GRADED ROAD EASTERLY FOR 1.0 MILE TO FORKS
 CG0945'AT THE JUNCTION OF TWO WASHES, TAKE LEFT FORK, NORTH AND WEST,
 CG0945'FOR 0.3 MILE TO END OF ROAD AT OLD STRIP MINE.  FROM END OF ROAD
 CG0945'PACK NORTH TO THE CREST OF RIDGE THEN LEFT, EAST, TO HIGHEST
 CG0945'POINT OF RIDGE AND STATION.  ABOUT 1 HOUR PACK.
 CG0945'
 CG0945'STATION MARK IS A STANDARD DISK, STAMPED 4 F 1960, CEMENTED IN A
 CG0945'DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.  IT IS 9 FEET NORTH
 CG0945'OF A CAIRN.
 CG0945'
 CG0945'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 4 F NO 1 1960,
 CG0945'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.  IT
 CG0945'IS 25 FEET NORTHEAST OF THE CAIRN.
 CG0945'
 CG0945'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 4 F NO 2 1960,
 CG0945'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 1 FOOT.  IT IS
 CG0945'28 FEET SOUTHEAST OF THE CAIRN.
 CG0945'
 CG0945'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 CG0945
 CG0945                          STATION RECOVERY (1965)
 CG0945
 CG0945'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 CG0945'RECOVERED BY PHELPS DODGE CORP.
 CG0945'
 CG0945'THE PHELPS DODGE CORPORATION RECOVERED AN AZIMUTH MARK STAMPED
 CG0945'4F 1960 AND DESCRIBED AS FOLLOWS IN THE SW 1/4, SW 1/4 SECTION
 CG0945'31, T.16S., R23E G. AND S. R.M. 12 FEET EAST OF COUNTY ROAD,
 CG0945'THAT LEADS TO 4 F RANCH, AT CATTLE GUARD.  A RUBBING OF THE DISK
 CG0945'ALONG WITH A REQUEST FOR THE GRID AND TRUE AZIMUTH FROM STATION
 CG0945'4F TO THE AZIMUTH MARK WERE RECEIVED.
 CG0945'
 CG0945'THE DESCRIPTION SUBMITTED BY OUR FIELD PARTY IN 1960 STATES
 CG0945'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION, HOWEVER THE
 CG0945'FOLLOWING INFORMATION APPEARS IN THE RECORD BOOK FOR THIS
 CG0945'STATION--
 CG0945'
 CG0945'AZ MK
 CG0945'
 CG0945'STAMPED 4F 1960
 CG0945'
 CG0945'NOTE 6 IN ROUND MARK
 CG0945'
 CG0945'PROJ 6 IN
 CG0945'
 CG0945'1 FT W. OF N. S. FENCE
 CG0945'
 CG0945'15 FT S. OF S. EDGE OF CATTLE GUARD
 CG0945'
 CG0945'2.1 FT S. OF WITNESS POST
 CG0945'
 CG0945'THE ABOVE INFORMATION HAD SEVERAL MARKS DRAWN ACROSS IT.
 CG0945'
 CG0945'NOTE--THIS DESCRIPTION TYPED IN THE OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0762 ***********************************************************************
 FQ0762  DESIGNATION -  4 HLS
 FQ0762  PID         -  FQ0762
 FQ0762  STATE/COUNTY-  AZ/NAVAJO
 FQ0762  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0762
 FQ0762                         *CURRENT SURVEY CONTROL
 FQ0762  ___________________________________________________________________
 FQ0762* NAD 83(1986)-  35 01 33.     (N)    110 20 51.     (W)     SCALED    
 FQ0762* NAVD 88     -      1573.618  (meters)    5162.78   (feet)  ADJUSTED  
 FQ0762  ___________________________________________________________________
 FQ0762  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0762  DYNAMIC HT  -        1571.508 (meters)    5155.86  (feet)  COMP
 FQ0762  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 FQ0762
 FQ0762  VERT ORDER  -  THIRD
 FQ0762
 FQ0762.The horizontal coordinates were scaled from a topographic map and have
 FQ0762.an estimated accuracy of +/- 6 seconds.
 FQ0762
 FQ0762.The orthometric height was determined by differential leveling
 FQ0762.and adjusted by the National Geodetic Survey in June 1991..
 FQ0762
 FQ0762.The geoid height was determined by GEOID03.
 FQ0762
 FQ0762.The dynamic height is computed by dividing the NAVD 88
 FQ0762.geopotential number by the normal gravity value computed on the
 FQ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0762.degrees latitude (g = 980.6199 gals.).
 FQ0762
 FQ0762.The modeled gravity was interpolated from observed gravity values.
 FQ0762
 FQ0762;                    North         East    Units  Estimated Accuracy
 FQ0762;SPC AZ E     -   446,460.      196,860.      MT  (+/- 180 meters Scaled)
 FQ0762
 FQ0762                          SUPERSEDED SURVEY CONTROL
 FQ0762
 FQ0762  NGVD 29 (??/??/92) 1572.83   (m)         5160.2    (f) COMPUTED    3 0
 FQ0762
 FQ0762.Superseded values are not recommended for survey control.
 FQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0762.See file dsdata.txt to determine how the superseded data were derived.
 FQ0762
 FQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595761(NAD 83)
 FQ0762_MARKER: DB = BENCH MARK DISK
 FQ0762_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0762_SP_SET: CONCRETE FOUNDATION
 FQ0762_STAMPING: 4 HLS 1970 5160
 FQ0762_MARK LOGO: USGS  
 FQ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0762+STABILITY: SURFACE MOTION
 FQ0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0762+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0762
 FQ0762  HISTORY     - Date     Condition        Report By
 FQ0762  HISTORY     - 1970     MONUMENTED       USGS
 FQ0762
 FQ0762                          STATION DESCRIPTION
 FQ0762
 FQ0762'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0762'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0762'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.0 MILES NORTH ALONG A
 FQ0762'COUNTY ROAD (PORTER AVENUE), 152 FEET WEST OF THE CENTERLINE OF THE
 FQ0762'ROAD, 2 FEET EAST OF A WITNESS POST, IN THE CENTER OF A CONCRETE
 FQ0762'FOUNDATION OF AN OLD AIRWAY BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0852 ***********************************************************************
 FQ0852  DESIGNATION -  4 JRH
 FQ0852  PID         -  FQ0852
 FQ0852  STATE/COUNTY-  AZ/COCONINO
 FQ0852  USGS QUAD   -  HARBISON TANK (1989)
 FQ0852
 FQ0852                         *CURRENT SURVEY CONTROL
 FQ0852  ___________________________________________________________________
 FQ0852* NAD 83(1986)-  35 52 16.     (N)    111 55 18.     (W)     SCALED    
 FQ0852* NAVD 88     -      2133.782  (meters)    7000.58   (feet)  POSTED    
 FQ0852  ___________________________________________________________________
 FQ0852  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FQ0852  DYNAMIC HT  -        2130.880 (meters)    6991.06  (feet)  COMP
 FQ0852  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 FQ0852
 FQ0852  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0852
 FQ0852.The horizontal coordinates were scaled from a topographic map and have
 FQ0852.an estimated accuracy of +/- 6 seconds.
 FQ0852
 FQ0852.The orthometric height was determined by differential leveling
 FQ0852.and adjusted by the National Geodetic Survey in 1992..
 FQ0852.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0852.rate of 0.0 thru 1.0 mm/km.
 FQ0852
 FQ0852.The geoid height was determined by GEOID03.
 FQ0852
 FQ0852.The dynamic height is computed by dividing the NAVD 88
 FQ0852.geopotential number by the normal gravity value computed on the
 FQ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0852.degrees latitude (g = 980.6199 gals.).
 FQ0852
 FQ0852.The modeled gravity was interpolated from observed gravity values.
 FQ0852
 FQ0852;                    North         East    Units  Estimated Accuracy
 FQ0852;SPC AZ C     -   540,210.      212,910.      MT  (+/- 180 meters Scaled)
 FQ0852
 FQ0852                          SUPERSEDED SURVEY CONTROL
 FQ0852
 FQ0852  NGVD 29 (??/??/92) 2132.79   (m)         6997.3    (f) COMPUTED    3 0
 FQ0852
 FQ0852.Superseded values are not recommended for survey control.
 FQ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0852.See file dsdata.txt to determine how the superseded data were derived.
 FQ0852
 FQ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE167700(NAD 83)
 FQ0852_MARKER: DB = BENCH MARK DISK
 FQ0852_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0852_SP_SET: ROCK OUTCROP
 FQ0852_STAMPING: 4 JRH 1958 6997
 FQ0852_MARK LOGO: USGS  
 FQ0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0852+STABILITY: POSITION/ELEVATION WELL
 FQ0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0852+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0852
 FQ0852  HISTORY     - Date     Condition        Report By
 FQ0852  HISTORY     - 1958     MONUMENTED       USGS
 FQ0852
 FQ0852                          STATION DESCRIPTION
 FQ0852
 FQ0852'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0852'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0852'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0852'LOOKOUT TOWER, PROCEED 7.4 MILES SOUTH, 4.2 MILES NORTHWEST OF
 FQ0852'BUCKLAR TANK, 110 FEET NORTHEAST AND 8 FEET HIGHER THAN AN OLD
 FQ0852'RAILROAD CUT THROUGH A SADDLE, 76 FEET NORTH OF THE CENTER OF THE
 FQ0852'ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0861 ***********************************************************************
 FQ0861  DESIGNATION -  4 JRH
 FQ0861  PID         -  FQ0861
 FQ0861  STATE/COUNTY-  AZ/COCONINO
 FQ0861  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0861
 FQ0861                         *CURRENT SURVEY CONTROL
 FQ0861  ___________________________________________________________________
 FQ0861* NAD 83(1986)-  35 44 09.     (N)    111 48 16.     (W)     SCALED    
 FQ0861* NAVD 88     -      1958.814  (meters)    6426.54   (feet)  POSTED    
 FQ0861  ___________________________________________________________________
 FQ0861  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0861  DYNAMIC HT  -        1956.180 (meters)    6417.90  (feet)  COMP
 FQ0861  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 FQ0861
 FQ0861  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0861
 FQ0861.The horizontal coordinates were scaled from a topographic map and have
 FQ0861.an estimated accuracy of +/- 6 seconds.
 FQ0861
 FQ0861.The orthometric height was determined by differential leveling
 FQ0861.and adjusted by the National Geodetic Survey in 1992..
 FQ0861.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0861.rate of 0.0 thru 1.0 mm/km.
 FQ0861
 FQ0861.The geoid height was determined by GEOID03.
 FQ0861
 FQ0861.The dynamic height is computed by dividing the NAVD 88
 FQ0861.geopotential number by the normal gravity value computed on the
 FQ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0861.degrees latitude (g = 980.6199 gals.).
 FQ0861
 FQ0861.The modeled gravity was interpolated from observed gravity values.
 FQ0861
 FQ0861;                    North         East    Units  Estimated Accuracy
 FQ0861;SPC AZ C     -   525,210.      223,510.      MT  (+/- 180 meters Scaled)
 FQ0861
 FQ0861                          SUPERSEDED SURVEY CONTROL
 FQ0861
 FQ0861.No superseded survey control is available for this station.
 FQ0861
 FQ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE272549(NAD 83)
 FQ0861_MARKER: DB = BENCH MARK DISK
 FQ0861_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0861_SP_SET: ROCK OUTCROP
 FQ0861_STAMPING: 4 JRH 1959 6423
 FQ0861_MARK LOGO: USGS  
 FQ0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0861+STABILITY: POSITION/ELEVATION WELL
 FQ0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0861+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0861
 FQ0861  HISTORY     - Date     Condition        Report By
 FQ0861  HISTORY     - 1959     MONUMENTED       USGS
 FQ0861
 FQ0861                          STATION DESCRIPTION
 FQ0861
 FQ0861'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0861'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0861'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0861'LOOKOUT TOWER, PROCEED 20.2 MILES SOUTH TO THE EAST END OF A FLAT
 FQ0861'ROCKY RIDGE, 0.7 MILES NORTHWEST OF LOCKWOOD TANK, 124 FEET SOUTHWEST
 FQ0861'OF THE CENTER OF THE ROAD, 11 FEET NORTH OF A JUNIPER TREE, IN A FLAT
 FQ0861'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0280 ***********************************************************************
 DV0280  DESIGNATION -  4 LUKE FIELD
 DV0280  PID         -  DV0280
 DV0280  STATE/COUNTY-  AZ/MARICOPA
 DV0280  USGS QUAD   -  EL MIRAGE (1982)
 DV0280
 DV0280                         *CURRENT SURVEY CONTROL
 DV0280  ___________________________________________________________________
 DV0280* NAD 83(1986)-  33 32 41.     (N)    112 21 42.     (W)     SCALED    
 DV0280* NAVD 88     -       333.63   (+/-2cm)    1094.6    (feet)  VERTCON   
 DV0280  ___________________________________________________________________
 DV0280  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0280
 DV0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0280
 DV0280.The horizontal coordinates were scaled from a topographic map and have
 DV0280.an estimated accuracy of +/- 6 seconds.
 DV0280
 DV0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0280.The vertical order pertains to the NGVD 29 superseded value.
 DV0280
 DV0280.The geoid height was determined by GEOID03.
 DV0280
 DV0280;                    North         East    Units  Estimated Accuracy
 DV0280;SPC AZ C     -   282,250.      172,040.      MT  (+/- 180 meters Scaled)
 DV0280
 DV0280                          SUPERSEDED SURVEY CONTROL
 DV0280
 DV0280  NGVD 29 (??/??/92)  333.082  (m)         1092.79   (f) ADJ UNCH    2 0
 DV0280
 DV0280.Superseded values are not recommended for survey control.
 DV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0280.See file dsdata.txt to determine how the superseded data were derived.
 DV0280
 DV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC735125(NAD 83)
 DV0280_MARKER: Q = CHISELED SQUARE
 DV0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0280_SP_SET: ANCHORAGE PAVEMENT
 DV0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0280
 DV0280  HISTORY     - Date     Condition        Report By
 DV0280  HISTORY     - UNK      MONUMENTED       DOD
 DV0280  HISTORY     - 1945     GOOD             NGS
 DV0280
 DV0280                          STATION DESCRIPTION
 DV0280
 DV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0280'IN LUKE FIELD.
 DV0280'AT LUKE FIELD, MARICOPA COUNTY, 218 FEET NORTH OF THE NORTHEAST CORNER
 DV0280'OF A LARGE WAREHOUSE, 184 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DV0280'TRACK, NEAR THE NORTHEAST CORNER OF THE NORTH ANCHORAGE, ON THE TOP OF
 DV0280'THE ANCHORAGE PAVEMENT, 13.5 FEET WEST OF THE NORTHEAST CORNER, AND
 DV0280'1.2 FEET SOUTH OF THE NORTH EDGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1583 ***********************************************************************
 DV1583  DESIGNATION -  40 A
 DV1583  PID         -  DV1583
 DV1583  STATE/COUNTY-  AZ/MARICOPA
 DV1583  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1583
 DV1583                         *CURRENT SURVEY CONTROL
 DV1583  ___________________________________________________________________
 DV1583* NAD 83(1986)-  33 33 48.     (N)    113 19 33.     (W)     SCALED    
 DV1583* NAVD 88     -       415.17   (+/-2cm)    1362.1    (feet)  VERTCON   
 DV1583  ___________________________________________________________________
 DV1583  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1583
 DV1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1583
 DV1583.The horizontal coordinates were scaled from a topographic map and have
 DV1583.an estimated accuracy of +/- 6 seconds.
 DV1583
 DV1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1583.The vertical order pertains to the NGVD 29 superseded value.
 DV1583
 DV1583.The geoid height was determined by GEOID03.
 DV1583
 DV1583;                    North         East    Units  Estimated Accuracy
 DV1583;SPC AZ C     -   285,110.       82,520.      MT  (+/- 180 meters Scaled)
 DV1583
 DV1583                          SUPERSEDED SURVEY CONTROL
 DV1583
 DV1583  NGVD 29 (??/??/92)  414.519  (m)         1359.97   (f) ADJ UNCH    2 0
 DV1583
 DV1583.Superseded values are not recommended for survey control.
 DV1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1583.See file dsdata.txt to determine how the superseded data were derived.
 DV1583
 DV1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC840161(NAD 83)
 DV1583_MARKER: DD = SURVEY DISK
 DV1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1583_STAMPING: 40 A 1962
 DV1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1583+STABILITY: SURFACE MOTION
 DV1583
 DV1583  HISTORY     - Date     Condition        Report By
 DV1583  HISTORY     - 1962     MONUMENTED       AZHD
 DV1583
 DV1583                          STATION DESCRIPTION
 DV1583
 DV1583'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1583'28.3 MI SE FROM SALOME.
 DV1583'0.5 MILE EAST-SOUTHEAST OF YUMARI, AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV1583'STAMPED 40 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1583'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1583'HIGHWAY 10, 1.7 FEET NORTH-WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0830 ***********************************************************************
 FQ0830  DESIGNATION -  40 BKC
 FQ0830  PID         -  FQ0830
 FQ0830  STATE/COUNTY-  AZ/COCONINO
 FQ0830  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0830
 FQ0830                         *CURRENT SURVEY CONTROL
 FQ0830  ___________________________________________________________________
 FQ0830* NAD 83(1986)-  35 33 24.     (N)    111 10 28.     (W)     SCALED    
 FQ0830* NAVD 88     -      1483.761  (meters)    4867.97   (feet)  POSTED    
 FQ0830  ___________________________________________________________________
 FQ0830  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0830  DYNAMIC HT  -        1481.860 (meters)    4861.74  (feet)  COMP
 FQ0830  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 FQ0830
 FQ0830  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0830
 FQ0830.The horizontal coordinates were scaled from a topographic map and have
 FQ0830.an estimated accuracy of +/- 6 seconds.
 FQ0830
 FQ0830.The orthometric height was determined by differential leveling
 FQ0830.and adjusted by the National Geodetic Survey in 1992..
 FQ0830.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0830.rate of 0.0 thru 1.0 mm/km.
 FQ0830
 FQ0830.The geoid height was determined by GEOID03.
 FQ0830
 FQ0830.The dynamic height is computed by dividing the NAVD 88
 FQ0830.geopotential number by the normal gravity value computed on the
 FQ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0830.degrees latitude (g = 980.6199 gals.).
 FQ0830
 FQ0830.The modeled gravity was interpolated from observed gravity values.
 FQ0830
 FQ0830;                    North         East    Units  Estimated Accuracy
 FQ0830;SPC AZ C     -   505,580.      280,650.      MT  (+/- 180 meters Scaled)
 FQ0830
 FQ0830                          SUPERSEDED SURVEY CONTROL
 FQ0830
 FQ0830.No superseded survey control is available for this station.
 FQ0830
 FQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE841347(NAD 83)
 FQ0830_MARKER: DB = BENCH MARK DISK
 FQ0830_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0830_SP_SET: COPPER-CLAD STEEL ROD
 FQ0830_STAMPING: 40 BKC 1968
 FQ0830_MARK LOGO: USGS  
 FQ0830_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0830+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0830
 FQ0830  HISTORY     - Date     Condition        Report By
 FQ0830  HISTORY     - 1968     MONUMENTED       USGS
 FQ0830
 FQ0830                          STATION DESCRIPTION
 FQ0830
 FQ0830'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0830'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0830'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0830'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0830'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0830'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0830'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0830'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0830'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 6.6 MILES TO A
 FQ0830'Y-ROAD, 23 FEET NORTH AND 66 FEET EAST OF THE CENTER OF THE Y-ROAD
 FQ0830'INTERSECTION, 2.5 FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0830'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0632 ***********************************************************************
 FP0632  DESIGNATION -  40 HLS
 FP0632  PID         -  FP0632
 FP0632  STATE/COUNTY-  AZ/APACHE
 FP0632  USGS QUAD   -  GANADO (1973)
 FP0632
 FP0632                         *CURRENT SURVEY CONTROL
 FP0632  ___________________________________________________________________
 FP0632* NAD 83(1986)-  35 39 01.     (N)    109 32 52.     (W)     SCALED    
 FP0632* NAVD 88     -      2047.206  (meters)    6716.54   (feet)  ADJUSTED  
 FP0632  ___________________________________________________________________
 FP0632  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 FP0632  DYNAMIC HT  -        2044.385 (meters)    6707.29  (feet)  COMP
 FP0632  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 FP0632
 FP0632  VERT ORDER  -  SECOND    CLASS II
 FP0632
 FP0632.The horizontal coordinates were scaled from a topographic map and have
 FP0632.an estimated accuracy of +/- 6 seconds.
 FP0632
 FP0632.The orthometric height was determined by differential leveling
 FP0632.and adjusted by the National Geodetic Survey in June 1991..
 FP0632
 FP0632.The geoid height was determined by GEOID03.
 FP0632
 FP0632.The dynamic height is computed by dividing the NAVD 88
 FP0632.geopotential number by the normal gravity value computed on the
 FP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0632.degrees latitude (g = 980.6199 gals.).
 FP0632
 FP0632.The modeled gravity was interpolated from observed gravity values.
 FP0632
 FP0632;                    North         East    Units  Estimated Accuracy
 FP0632;SPC AZ E     -   515,890.      269,400.      MT  (+/- 180 meters Scaled)
 FP0632
 FP0632                          SUPERSEDED SURVEY CONTROL
 FP0632
 FP0632  NGVD 29 (??/??/92) 2046.20   (m)         6713.2    (f) COMPUTED    2 2
 FP0632
 FP0632.Superseded values are not recommended for survey control.
 FP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0632.See file dsdata.txt to determine how the superseded data were derived.
 FP0632
 FP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE314461(NAD 83)
 FP0632_MARKER: DB = BENCH MARK DISK
 FP0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0632_SP_SET: COPPER-CLAD STEEL ROD
 FP0632_STAMPING: 40 HLS 1970 6713
 FP0632_MARK LOGO: USGS  
 FP0632_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0632+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0632
 FP0632  HISTORY     - Date     Condition        Report By
 FP0632  HISTORY     - 1970     MONUMENTED       USGS
 FP0632
 FP0632                          STATION DESCRIPTION
 FP0632
 FP0632'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0632'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 4.3 MILES SOUTH
 FP0632'ALONG STATE HIGHWAY 63, 121 FEET SOUTH OF WOODEN POWER POLE 23, 64
 FP0632'FEET WEST OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST.  A
 FP0632'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0488 ***********************************************************************
 ES0488  DESIGNATION -  4010.6
 ES0488  PID         -  ES0488
 ES0488  STATE/COUNTY-  AZ/YAVAPAI
 ES0488  USGS QUAD   -  SEDONA (1969)
 ES0488
 ES0488                         *CURRENT SURVEY CONTROL
 ES0488  ___________________________________________________________________
 ES0488* NAD 83(1986)-  34 49 19.     (N)    111 51 55.     (W)     SCALED    
 ES0488* NAVD 88     -      1223.507  (meters)    4014.12   (feet)  ADJUSTED  
 ES0488  ___________________________________________________________________
 ES0488  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 ES0488  DYNAMIC HT  -        1221.950 (meters)    4009.01  (feet)  COMP
 ES0488  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 ES0488
 ES0488  VERT ORDER  -  FIRST     CLASS II
 ES0488
 ES0488.The horizontal coordinates were scaled from a topographic map and have
 ES0488.an estimated accuracy of +/- 6 seconds.
 ES0488
 ES0488.The orthometric height was determined by differential leveling
 ES0488.and adjusted by the National Geodetic Survey in June 1991..
 ES0488
 ES0488.The geoid height was determined by GEOID03.
 ES0488
 ES0488.The dynamic height is computed by dividing the NAVD 88
 ES0488.geopotential number by the normal gravity value computed on the
 ES0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0488.degrees latitude (g = 980.6199 gals.).
 ES0488
 ES0488.The modeled gravity was interpolated from observed gravity values.
 ES0488
 ES0488;                    North         East    Units  Estimated Accuracy
 ES0488;SPC AZ C     -   423,820.      218,060.      MT  (+/- 180 meters Scaled)
 ES0488
 ES0488                          SUPERSEDED SURVEY CONTROL
 ES0488
 ES0488  NGVD 29 (??/??/92) 1222.718  (m)         4011.53   (f) ADJ UNCH    1 2
 ES0488
 ES0488.Superseded values are not recommended for survey control.
 ES0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0488.See file dsdata.txt to determine how the superseded data were derived.
 ES0488
 ES0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD208536(NAD 83)
 ES0488_MARKER: O = CHISELED CIRCLE
 ES0488_SETTING: 80 = SET IN A BOULDER
 ES0488_SP_SET: BOULDER
 ES0488_STAMPING: U.S.B.M. 4010.6
 ES0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0488+STABILITY: SURFACE MOTION
 ES0488
 ES0488  HISTORY     - Date     Condition        Report By
 ES0488  HISTORY     - UNK      MONUMENTED       USGS
 ES0488  HISTORY     - 1933     GOOD             NGS
 ES0488
 ES0488                          STATION DESCRIPTION
 ES0488
 ES0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0488'7.8 MI SW FROM SEDONA.
 ES0488'IN YAVAPAI COUNTY, ABOUT 7.4 MILES SOUTHWEST ALONG STATE HIGHWAY 79
 ES0488'FROM SEDONA, COCONINO COUNTY, ABOUT 200 FEET NORTHWEST OF THE JUNCTION
 ES0488'OF A SIDE ROAD AT THE TOP OF A RIDGE, 35 FEET SOUTHWEST OF THE CENTER
 ES0488'LINE OF THE HIGHWAY, AND ON THE TOP OF A LOW BOULDER PAINTED U.S.B.M.
 ES0488'4010.6.  A CHISELED POINT WITHIN A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0161 ***********************************************************************
 CG0161  DESIGNATION -  4016
 CG0161  PID         -  CG0161
 CG0161  STATE/COUNTY-  AZ/COCHISE
 CG0161  USGS QUAD   -  FAIRBANK (1952)
 CG0161
 CG0161                         *CURRENT SURVEY CONTROL
 CG0161  ___________________________________________________________________
 CG0161* NAD 83(1986)-  31 43 49.     (N)    110 09 19.     (W)     SCALED    
 CG0161* NAVD 88     -      1228.82   (+/-2cm)    4031.6    (feet)  VERTCON   
 CG0161  ___________________________________________________________________
 CG0161  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CG0161
 CG0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0161
 CG0161.The horizontal coordinates were scaled from a topographic map and have
 CG0161.an estimated accuracy of +/- 6 seconds.
 CG0161
 CG0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0161.The vertical order pertains to the NGVD 29 superseded value.
 CG0161
 CG0161.The geoid height was determined by GEOID03.
 CG0161
 CG0161;                    North         East    Units  Estimated Accuracy
 CG0161;SPC AZ E     -    80,960.      214,440.      MT  (+/- 180 meters Scaled)
 CG0161
 CG0161                          SUPERSEDED SURVEY CONTROL
 CG0161
 CG0161  NGVD 29 (??/??/92) 1228.008  (m)         4028.89   (f) ADJ UNCH    2 0
 CG0161
 CG0161.Superseded values are not recommended for survey control.
 CG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0161.See file dsdata.txt to determine how the superseded data were derived.
 CG0161
 CG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA800108(NAD 83)
 CG0161_MARKER: P = PIPE CAP
 CG0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0161_STAMPING: 4016 NOGLS
 CG0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0161
 CG0161  HISTORY     - Date     Condition        Report By
 CG0161  HISTORY     - UNK      MONUMENTED       USGS
 CG0161  HISTORY     - 1935     GOOD             NGS
 CG0161
 CG0161                          STATION DESCRIPTION
 CG0161
 CG0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0161'2.5 MI E FROM FAIRBANK.
 CG0161'2.5 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0161'COCHISE COUNTY, 1-1/4 POLES WEST OF MILEPOST 1051, 5 RAILS WEST OF
 CG0161'BRIDGE 1051.00, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET
 CG0161'WEST OF A TELEPHONE POLE, AND ABOUT 18 FEET HIGHER THAN THE TRACK.  A
 CG0161'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4016 NOGLS AND
 CG0161'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0835 ***********************************************************************
 DA0835  DESIGNATION -  4026+95
 DA0835  PID         -  DA0835
 DA0835  STATE/COUNTY-  AZ/MARICOPA
 DA0835  USGS QUAD   -  SENTINEL NE (1986)
 DA0835
 DA0835                         *CURRENT SURVEY CONTROL
 DA0835  ___________________________________________________________________
 DA0835* NAD 83(1986)-  32 53 27.     (N)    113 03 12.     (W)     SCALED    
 DA0835* NAVD 88     -       240.97   (+/-2cm)     790.6    (feet)  VERTCON   
 DA0835  ___________________________________________________________________
 DA0835  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0835
 DA0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0835
 DA0835.The horizontal coordinates were scaled from a topographic map and have
 DA0835.an estimated accuracy of +/- 6 seconds.
 DA0835
 DA0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0835.The vertical order pertains to the NGVD 29 superseded value.
 DA0835
 DA0835.The geoid height was determined by GEOID03.
 DA0835
 DA0835;                    North         East    Units  Estimated Accuracy
 DA0835;SPC AZ C     -   210,220.      107,010.      MT  (+/- 180 meters Scaled)
 DA0835
 DA0835                          SUPERSEDED SURVEY CONTROL
 DA0835
 DA0835  NGVD 29 (??/??/92)  240.349  (m)          788.54   (f) ADJ UNCH    2 0
 DA0835
 DA0835.Superseded values are not recommended for survey control.
 DA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0835.See file dsdata.txt to determine how the superseded data were derived.
 DA0835
 DA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB079410(NAD 83)
 DA0835_MARKER: DD = SURVEY DISK
 DA0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0835_SP_SET: BRIDGE
 DA0835_STAMPING: 788.481 4026 + 95 1939
 DA0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0835
 DA0835  HISTORY     - Date     Condition        Report By
 DA0835  HISTORY     - 1939     MONUMENTED       AZHD
 DA0835  HISTORY     - 1960     GOOD             NGS
 DA0835  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0835  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0835
 DA0835                          STATION DESCRIPTION
 DA0835
 DA0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0835'9.35 MI E FROM SENTINEL.
 DA0835'9.35 MILES EAST ON U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL, 36
 DA0835'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0835'THE TOP OF THE CENTER OF THE SOUTH CONCRETE BRIDGE ABUTMENT AND LEVEL
 DA0835'WITH THE HIGHWAY.
 DA0835
 DA0835                          STATION RECOVERY (2006)
 DA0835
 DA0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0835'NOT FOUND.  LOCATION IS UNDER PAVEMENT.
 DA0835
 DA0835                          STATION RECOVERY (2006)
 DA0835
 DA0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0835'MARK NOT FOUND. LOCATION IS UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0481 ***********************************************************************
 CZ0481  DESIGNATION -  40+35
 CZ0481  PID         -  CZ0481
 CZ0481  STATE/COUNTY-  AZ/PIMA
 CZ0481  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0481
 CZ0481                         *CURRENT SURVEY CONTROL
 CZ0481  ___________________________________________________________________
 CZ0481* NAD 83(1986)-  32 29 33.     (N)    111 15 16.     (W)     SCALED    
 CZ0481* NAVD 88     -       593.068  (meters)    1945.76   (feet)  ADJUSTED  
 CZ0481  ___________________________________________________________________
 CZ0481  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0481  DYNAMIC HT  -         592.291 (meters)    1943.21  (feet)  COMP
 CZ0481  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CZ0481
 CZ0481  VERT ORDER  -  FIRST     CLASS II
 CZ0481
 CZ0481.The horizontal coordinates were scaled from a topographic map and have
 CZ0481.an estimated accuracy of +/- 6 seconds.
 CZ0481
 CZ0481.The orthometric height was determined by differential leveling
 CZ0481.and adjusted by the National Geodetic Survey in June 1991..
 CZ0481
 CZ0481.The geoid height was determined by GEOID03.
 CZ0481
 CZ0481.The dynamic height is computed by dividing the NAVD 88
 CZ0481.geopotential number by the normal gravity value computed on the
 CZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0481.degrees latitude (g = 980.6199 gals.).
 CZ0481
 CZ0481.The modeled gravity was interpolated from observed gravity values.
 CZ0481
 CZ0481;                    North         East    Units  Estimated Accuracy
 CZ0481;SPC AZ C     -   165,670.      275,590.      MT  (+/- 180 meters Scaled)
 CZ0481
 CZ0481                          SUPERSEDED SURVEY CONTROL
 CZ0481
 CZ0481  NGVD 29 (??/??/92)  592.573  (m)         1944.13   (f) ADJ UNCH    1 2
 CZ0481
 CZ0481.Superseded values are not recommended for survey control.
 CZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0481.See file dsdata.txt to determine how the superseded data were derived.
 CZ0481
 CZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA760950(NAD 83)
 CZ0481_MARKER: DD = SURVEY DISK
 CZ0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0481_SP_SET: CULVERT
 CZ0481_STAMPING: 40+35 1944.55
 CZ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0481
 CZ0481  HISTORY     - Date     Condition        Report By
 CZ0481  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0481  HISTORY     - 1951     GOOD             NGS
 CZ0481  HISTORY     - 1960     GOOD             NGS
 CZ0481  HISTORY     - 1980     GOOD             NGS
 CZ0481
 CZ0481                          STATION DESCRIPTION
 CZ0481
 CZ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0481'3.4 MI NW FROM MARANA.
 CZ0481'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0481'RAILROAD FROM THE POST OFFICE AT MARANA, 0.05 MILE SOUTHEAST OF THE
 CZ0481'NORTHWEST END OF A DIVIDER BETWEEN THE EAST AND WEST BOUND TRAFFIC
 CZ0481'LANES OF THE HIGHWAY, AT A RAILROAD LOADING PLATFORM, AT RAILROAD
 CZ0481'MILEAGE 958.57, AT A HIGHWAY CULVERT, IN THE TOP OF THE APPROXIMATE
 CZ0481'CENTER OF THE NORTHEAST CONCRETE HEADWALL, 16 1/2 FEET NORTHEAST OF
 CZ0481'THE CENTER LINE OF THE NORTHWEST BOUND HIGHWAY, AND ABOUT 1/2 FOOT
 CZ0481'HIGHER THAN THE HIGHWAY.
 CZ0481
 CZ0481                          STATION RECOVERY (1960)
 CZ0481
 CZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0481'RECOVERED IN GOOD CONDITION.
 CZ0481
 CZ0481                          STATION RECOVERY (1980)
 CZ0481
 CZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0481'40.9 KILOMETERS (25.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0481'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE
 CZ0481'958.57, AT AN OLD ROAD DOUBLE BOX CULVERT IN TOP OF THE NORTHEAST
 CZ0481'HEADWALL, 2.8 METERS (9.2 FEET) NORTHWEST OF SOUTHEAST END,
 CZ0481'47.6 METERS (56 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0481'TRACK, 4.9 METERS (16 FEET) NORTHEAST OF OLD ROAD BED, 24.75 METERS
 CZ0481'(81.2 FEET) NORHTEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (
 CZ0481'OLD U.S. HIGHWAY 84).
 CZ0481'THE MARK IS 0.2 M ABOVE THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0102 ***********************************************************************
 CG0102  DESIGNATION -  4043.16
 CG0102  PID         -  CG0102
 CG0102  STATE/COUNTY-  AZ/COCHISE
 CG0102  USGS QUAD   -  SAINT DAVID (1973)
 CG0102
 CG0102                         *CURRENT SURVEY CONTROL
 CG0102  ___________________________________________________________________
 CG0102* NAD 83(1986)-  31 59 06.     (N)    110 11 53.     (W)     SCALED    
 CG0102* NAVD 88     -      1232.83   (+/-2cm)    4044.7    (feet)  VERTCON   
 CG0102  ___________________________________________________________________
 CG0102  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CG0102
 CG0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0102
 CG0102.The horizontal coordinates were scaled from a topographic map and have
 CG0102.an estimated accuracy of +/- 6 seconds.
 CG0102
 CG0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0102.The vertical order pertains to the NGVD 29 superseded value.
 CG0102
 CG0102.The geoid height was determined by GEOID03.
 CG0102
 CG0102;                    North         East    Units  Estimated Accuracy
 CG0102;SPC AZ E     -   109,200.      210,390.      MT  (+/- 180 meters Scaled)
 CG0102
 CG0102                          SUPERSEDED SURVEY CONTROL
 CG0102
 CG0102  NGVD 29 (??/??/92) 1231.991  (m)         4041.96   (f) ADJ UNCH    2 0
 CG0102
 CG0102.Superseded values are not recommended for survey control.
 CG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0102.See file dsdata.txt to determine how the superseded data were derived.
 CG0102
 CG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA757390(NAD 83)
 CG0102_MARKER: DD = SURVEY DISK
 CG0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0102_SP_SET: BRIDGE
 CG0102_STAMPING: 4043.16
 CG0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0102
 CG0102  HISTORY     - Date     Condition        Report By
 CG0102  HISTORY     - UNK      MONUMENTED       AZHD
 CG0102  HISTORY     - 1960     GOOD             NGS
 CG0102  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0102
 CG0102                          STATION DESCRIPTION
 CG0102
 CG0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0102'6.2 MI E FROM BENSON.
 CG0102'6.2 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0102'86, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, CEMENTED IN THE
 CG0102'CENTER OF THE NORTH HEADWALL OF A CONCRETE BRIDGE, ABOUT 1 FOOT LOWER
 CG0102'THAN THE HIGHWAY.
 CG0102
 CG0102                          STATION RECOVERY (1979)
 CG0102
 CG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0102'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0316 ***********************************************************************
 CG0316  DESIGNATION -  4044
 CG0316  PID         -  CG0316
 CG0316  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0316  USGS QUAD   -  PATAGONIA (1981)
 CG0316
 CG0316                         *CURRENT SURVEY CONTROL
 CG0316  ___________________________________________________________________
 CG0316* NAD 83(1986)-  31 32 27.     (N)    110 45 09.     (W)     SCALED    
 CG0316* NAVD 88     -      1237.27   (+/-2cm)    4059.3    (feet)  VERTCON   
 CG0316  ___________________________________________________________________
 CG0316  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CG0316
 CG0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0316
 CG0316.The horizontal coordinates were scaled from a topographic map and have
 CG0316.an estimated accuracy of +/- 6 seconds.
 CG0316
 CG0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0316.The vertical order pertains to the NGVD 29 superseded value.
 CG0316
 CG0316.The geoid height was determined by GEOID03.
 CG0316
 CG0316;                    North         East    Units  Estimated Accuracy
 CG0316;SPC AZ C     -    60,550.      323,900.      MT  (+/- 180 meters Scaled)
 CG0316
 CG0316                          SUPERSEDED SURVEY CONTROL
 CG0316
 CG0316  NGVD 29 (??/??/92) 1236.383  (m)         4056.37   (f) ADJ UNCH    2 0
 CG0316
 CG0316.Superseded values are not recommended for survey control.
 CG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0316.See file dsdata.txt to determine how the superseded data were derived.
 CG0316
 CG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV234895(NAD 83)
 CG0316_MARKER: P = PIPE CAP
 CG0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0316_STAMPING: 4044 NOGLS
 CG0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0316
 CG0316  HISTORY     - Date     Condition        Report By
 CG0316  HISTORY     - UNK      MONUMENTED       USGS
 CG0316  HISTORY     - 1947     GOOD             NGS
 CG0316
 CG0316                          STATION DESCRIPTION
 CG0316
 CG0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0316'IN PATAGONIA.
 CG0316'AT PATAGONIA, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0316'100 FEET NORTHEAST OF THE STATION, AT THE CROSSING OF STATE HIGHWAY
 CG0316'82, 40.6 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 30.8 FEET
 CG0316'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 17.9 FEET NORTHWEST OF
 CG0316'THE CENTERLINE OF THE NEAREST TRACK.  A UNITED STATES GEOLOGICAL
 CG0316'SURVEY STANDARD CAP, STAMPED 4044 NOGLS AND RIVETED ON THE TOP OF A 3
 CG0316'1/2 INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN JANUARY 1947 THAT THE
 CG0316'PIPE IS LEANING SLIGHTLY TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0215 ***********************************************************************
 GP0215  DESIGNATION -  4050.93
 GP0215  PID         -  GP0215
 GP0215  STATE/COUNTY-  AZ/COCONINO
 GP0215  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0215
 GP0215                         *CURRENT SURVEY CONTROL
 GP0215  ___________________________________________________________________
 GP0215* NAD 83(1986)-  36 44 10.     (N)    111 38 18.     (W)     SCALED    
 GP0215* NAVD 88     -      1235.659  (meters)    4053.99   (feet)  POSTED    
 GP0215  ___________________________________________________________________
 GP0215  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0215  DYNAMIC HT  -        1234.220 (meters)    4049.27  (feet)  COMP
 GP0215  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 GP0215
 GP0215  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0215
 GP0215.The horizontal coordinates were scaled from a topographic map and have
 GP0215.an estimated accuracy of +/- 6 seconds.
 GP0215
 GP0215.The orthometric height was determined by differential leveling
 GP0215.and adjusted by the National Geodetic Survey in 1992..
 GP0215.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0215.rate of 1.1 thru 2.0 mm/km.
 GP0215
 GP0215.The geoid height was determined by GEOID03.
 GP0215
 GP0215.The dynamic height is computed by dividing the NAVD 88
 GP0215.geopotential number by the normal gravity value computed on the
 GP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0215.degrees latitude (g = 980.6199 gals.).
 GP0215
 GP0215.The modeled gravity was interpolated from observed gravity values.
 GP0215
 GP0215;                    North         East    Units  Estimated Accuracy
 GP0215;SPC AZ C     -   636,220.      238,220.      MT  (+/- 180 meters Scaled)
 GP0215
 GP0215                          SUPERSEDED SURVEY CONTROL
 GP0215
 GP0215  NGVD 29 (??/??/92) 1234.752  (m)         4051.02   (f) ADJ UNCH    1 2
 GP0215
 GP0215.Superseded values are not recommended for survey control.
 GP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0215.See file dsdata.txt to determine how the superseded data were derived.
 GP0215
 GP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF430657(NAD 83)
 GP0215_MARKER: DD = SURVEY DISK
 GP0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0215_SP_SET: CULVERT
 GP0215_STAMPING: 4050.93 STA 3406+17 1934
 GP0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0215
 GP0215  HISTORY     - Date     Condition        Report By
 GP0215  HISTORY     - 1934     MONUMENTED       AZDT
 GP0215  HISTORY     - 1962     GOOD             NGS
 GP0215  HISTORY     - 1978     GOOD             USGS
 GP0215
 GP0215                          STATION DESCRIPTION
 GP0215
 GP0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0215'7.25 MI SE FROM MARBLE CANYON.
 GP0215'ABOUT 7.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0215'OFFICE AND SERVICE STATION AT MARBLE CANYON.  OR ABOUT 7.45 MILES
 GP0215'NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE STATION AT
 GP0215'BITTER SPRINGS, 11.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0215'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH
 GP0215'END OF THE EAST CONCRETE HEADWALL OF A DOUBLE-BOX CULVERT.
 GP0215
 GP0215                          STATION RECOVERY (1978)
 GP0215
 GP0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0215'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0215'SPRINGS, 7.45 MILES N. OF ALONG ALT 89. CHEVRON STATION HAS BEEN
 GP0215'REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0049 ***********************************************************************
 CG0049  DESIGNATION -  4051.92
 CG0049  PID         -  CG0049
 CG0049  STATE/COUNTY-  AZ/PIMA
 CG0049  USGS QUAD   -  MESCAL (1983)
 CG0049
 CG0049                         *CURRENT SURVEY CONTROL
 CG0049  ___________________________________________________________________
 CG0049* NAD 83(1986)-  31 58 03.     (N)    110 28 09.     (W)     SCALED    
 CG0049* NAVD 88     -      1235.50   (+/-2cm)    4053.5    (feet)  VERTCON   
 CG0049  ___________________________________________________________________
 CG0049  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0049
 CG0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0049
 CG0049.The horizontal coordinates were scaled from a topographic map and have
 CG0049.an estimated accuracy of +/- 6 seconds.
 CG0049
 CG0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0049.The vertical order pertains to the NGVD 29 superseded value.
 CG0049
 CG0049.The geoid height was determined by GEOID03.
 CG0049
 CG0049;                    North         East    Units  Estimated Accuracy
 CG0049;SPC AZ C     -   108,180.      350,180.      MT  (+/- 180 meters Scaled)
 CG0049
 CG0049                          SUPERSEDED SURVEY CONTROL
 CG0049
 CG0049  NGVD 29 (??/??/92) 1234.69   (m)         4050.8    (f) COMPUTED    2 0
 CG0049
 CG0049.Superseded values are not recommended for survey control.
 CG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0049.See file dsdata.txt to determine how the superseded data were derived.
 CG0049
 CG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA501369(NAD 83)
 CG0049_MARKER: DD = SURVEY DISK
 CG0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0049_SP_SET: CULVERT
 CG0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0049
 CG0049  HISTORY     - Date     Condition        Report By
 CG0049  HISTORY     - UNK      MONUMENTED       AZHD
 CG0049  HISTORY     - 1960     GOOD             NGS
 CG0049  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0049
 CG0049                          STATION DESCRIPTION
 CG0049
 CG0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0049'11.05 MI W FROM BENSON.
 CG0049'11.05 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0049'HIGHWAY 80, 0.1 MILE EAST OF MILEPOST 281, 30 FEET SOUTH OF CENTERLINE
 CG0049'OF EASTBOUND TRAFFIC LANE OF HIGHWAY, 6 FEET LOWER THAN HIGHWAY, SET
 CG0049'IN SOUTH HEADWALL.
 CG0049
 CG0049                          STATION RECOVERY (1979)
 CG0049
 CG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0049'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW HEADWALL HAS BEEN
 CG0049'CONSTRUCTED IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0786 ***********************************************************************
 CZ0786  DESIGNATION -  405+35
 CZ0786  PID         -  CZ0786
 CZ0786  STATE/COUNTY-  AZ/PIMA
 CZ0786  USGS QUAD   -  THREE POINTS (1992)
 CZ0786
 CZ0786                         *CURRENT SURVEY CONTROL
 CZ0786  ___________________________________________________________________
 CZ0786* NAD 83(1986)-  32 05 26.     (N)    111 16 40.     (W)     SCALED    
 CZ0786* NAVD 88     -       769.45   (+/-2cm)    2524.4    (feet)  VERTCON   
 CZ0786  ___________________________________________________________________
 CZ0786  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ0786
 CZ0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0786
 CZ0786.The horizontal coordinates were scaled from a topographic map and have
 CZ0786.an estimated accuracy of +/- 6 seconds.
 CZ0786
 CZ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0786.The vertical order pertains to the NGVD 29 superseded value.
 CZ0786
 CZ0786.The geoid height was determined by GEOID03.
 CZ0786
 CZ0786;                    North         East    Units  Estimated Accuracy
 CZ0786;SPC AZ C     -   121,090.      273,670.      MT  (+/- 180 meters Scaled)
 CZ0786
 CZ0786                          SUPERSEDED SURVEY CONTROL
 CZ0786
 CZ0786  NGVD 29 (??/??/92)  768.765  (m)         2522.19   (f) ADJ UNCH    2 0
 CZ0786
 CZ0786.Superseded values are not recommended for survey control.
 CZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0786.See file dsdata.txt to determine how the superseded data were derived.
 CZ0786
 CZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737505(NAD 83)
 CZ0786_MARKER: DD = SURVEY DISK
 CZ0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0786_SP_SET: CULVERT
 CZ0786_STAMPING: 405+35 2523.14
 CZ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0786
 CZ0786  HISTORY     - Date     Condition        Report By
 CZ0786  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0786  HISTORY     - 1951     GOOD             NGS
 CZ0786
 CZ0786                          STATION DESCRIPTION
 CZ0786
 CZ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0786'19.8 MI SW FROM TUCSON.
 CZ0786'19.8 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0786'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH HEADWALL
 CZ0786'OF A 4 BY 18 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A POWER
 CZ0786'LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTH OF THE
 CZ0786'CENTER OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0156 ***********************************************************************
 CF0156  DESIGNATION -  4076
 CF0156  PID         -  CF0156
 CF0156  STATE/COUNTY-  AZ/COCHISE
 CF0156  USGS QUAD   -  DOUGLAS NE (1978)
 CF0156
 CF0156                         *CURRENT SURVEY CONTROL
 CF0156  ___________________________________________________________________
 CF0156* NAD 83(1986)-  31 27 25.     (N)    109 36 38.     (W)     SCALED    
 CF0156* NAVD 88     -      1243.874  (meters)    4080.94   (feet)  ADJUSTED  
 CF0156  ___________________________________________________________________
 CF0156  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0156  DYNAMIC HT  -        1241.942 (meters)    4074.60  (feet)  COMP
 CF0156  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 CF0156
 CF0156  VERT ORDER  -  FIRST     CLASS II
 CF0156
 CF0156.The horizontal coordinates were scaled from a topographic map and have
 CF0156.an estimated accuracy of +/- 6 seconds.
 CF0156
 CF0156.The orthometric height was determined by differential leveling
 CF0156.and adjusted by the National Geodetic Survey in June 1991..
 CF0156
 CF0156.The geoid height was determined by GEOID03.
 CF0156
 CF0156.The dynamic height is computed by dividing the NAVD 88
 CF0156.geopotential number by the normal gravity value computed on the
 CF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0156.degrees latitude (g = 980.6199 gals.).
 CF0156
 CF0156.The modeled gravity was interpolated from observed gravity values.
 CF0156
 CF0156;                    North         East    Units  Estimated Accuracy
 CF0156;SPC AZ E     -    50,790.      266,210.      MT  (+/- 180 meters Scaled)
 CF0156
 CF0156                          SUPERSEDED SURVEY CONTROL
 CF0156
 CF0156  NGVD 29 (??/??/92) 1243.002  (m)         4078.08   (f) ADJ UNCH    1 2
 CF0156
 CF0156.Superseded values are not recommended for survey control.
 CF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0156.See file dsdata.txt to determine how the superseded data were derived.
 CF0156
 CF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV320810(NAD 83)
 CF0156_MARKER: P = PIPE CAP
 CF0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0156_STAMPING: 4076
 CF0156_PROJECTION: PROJECTING 14 CENTIMETERS
 CF0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0156_ROD/PIPE-DEPTH: 1.1  meters
 CF0156
 CF0156  HISTORY     - Date     Condition        Report By
 CF0156  HISTORY     - UNK      MONUMENTED       USGS
 CF0156  HISTORY     - 1934     GOOD             NGS
 CF0156  HISTORY     - 1980     GOOD             NGS
 CF0156
 CF0156                          STATION DESCRIPTION
 CF0156
 CF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0156'9 MI NW FROM DOUGLAS.
 CF0156'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 666 FROM DOUGLAS, COCHISE
 CF0156'COUNTY, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET WEST
 CF0156'OF AN OLD RAILROAD GRADE, 6 FEET NORTH OF A POLE, IN LINE WITH THE ROW
 CF0156'OF POLES, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A UNITED
 CF0156'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4076 AND RIVETED ON THE
 CF0156'TOP OF A 3 1/2-INCH IRON PIPE REINFORCED WITH CONCRETE.
 CF0156
 CF0156                          STATION RECOVERY (1980)
 CF0156
 CF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0156'17.1 KILOMETERS (10.7 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0156'FROM THE POST OFFICE IN MCNEAL, 0.25 KILOMETER (0.15 MILE)
 CF0156'SOUTHEAST OF HIGHWAY MILEPOST 8, IN LINE WITH A ROW OF POWER
 CF0156'POLES, 27.3 METERS (89.6 FEET) NORTHEAST OF THE CENTERLINE OF
 CF0156'HIGHWAY, 7.9 METERS (26 FEET) SOUTHEAST OF A DIRT ROAD LEADING
 CF0156'EAST AND A METAL GATE, 3.4 METERS (11 FEET) NORTHWEST OF
 CF0156'POWER POLE NUMBER 195, 3.0 METERS (10 FEET) SOUTHEAST OF A GUY
 CF0156'WIRE, 3.2 METERS (10.4 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CF0156'FENCE. NOTE- CONCRETE AROUND PIPE IS CRACKED BUT PIPE IS SOLID.
 CF0156'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0156'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0837 ***********************************************************************
 DA0837  DESIGNATION -  4080+45
 DA0837  PID         -  DA0837
 DA0837  STATE/COUNTY-  AZ/MARICOPA
 DA0837  USGS QUAD   -  SENTINEL NE (1986)
 DA0837
 DA0837                         *CURRENT SURVEY CONTROL
 DA0837  ___________________________________________________________________
 DA0837* NAD 83(1986)-  32 53 39.     (N)    113 02 12.     (W)     SCALED    
 DA0837* NAVD 88     -       236.81   (+/-2cm)     776.9    (feet)  VERTCON   
 DA0837  ___________________________________________________________________
 DA0837  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA0837
 DA0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0837
 DA0837.The horizontal coordinates were scaled from a topographic map and have
 DA0837.an estimated accuracy of +/- 6 seconds.
 DA0837
 DA0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0837.The vertical order pertains to the NGVD 29 superseded value.
 DA0837
 DA0837.The geoid height was determined by GEOID03.
 DA0837
 DA0837;                    North         East    Units  Estimated Accuracy
 DA0837;SPC AZ C     -   210,570.      108,580.      MT  (+/- 180 meters Scaled)
 DA0837
 DA0837                          SUPERSEDED SURVEY CONTROL
 DA0837
 DA0837  NGVD 29 (??/??/92)  236.194  (m)          774.91   (f) ADJ UNCH    2 0
 DA0837
 DA0837.Superseded values are not recommended for survey control.
 DA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0837.See file dsdata.txt to determine how the superseded data were derived.
 DA0837
 DA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB095413(NAD 83)
 DA0837_MARKER: DD = SURVEY DISK
 DA0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0837_SP_SET: ABUTMENT
 DA0837_STAMPING: 774.82 4080 + 45 1953
 DA0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0837
 DA0837  HISTORY     - Date     Condition        Report By
 DA0837  HISTORY     - 1953     MONUMENTED       AZHD
 DA0837  HISTORY     - 1960     GOOD             NGS
 DA0837  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0837  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0837
 DA0837                          STATION DESCRIPTION
 DA0837
 DA0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0837'10.4 MI E FROM SENTINEL.
 DA0837'10.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0837'23 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0837'THE TOP AND CENTER OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE AND
 DA0837'LEVEL WITH THE HIGHWAY.
 DA0837
 DA0837                          STATION RECOVERY (2006)
 DA0837
 DA0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0837'NOT FOUND. ROAD WIDENED.
 DA0837
 DA0837                          STATION RECOVERY (2006)
 DA0837
 DA0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0837'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0542 ***********************************************************************
 CZ0542  DESIGNATION -  408+27.9
 CZ0542  PID         -  CZ0542
 CZ0542  STATE/COUNTY-  AZ/PIMA
 CZ0542  USGS QUAD   -  JAYNES (1992)
 CZ0542
 CZ0542                         *CURRENT SURVEY CONTROL
 CZ0542  ___________________________________________________________________
 CZ0542* NAD 83(1986)-  32 20 19.     (N)    111 04 01.     (W)     SCALED    
 CZ0542* NAVD 88     -       670.106  (meters)    2198.51   (feet)  ADJUSTED  
 CZ0542  ___________________________________________________________________
 CZ0542  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0542  DYNAMIC HT  -         669.201 (meters)    2195.54  (feet)  COMP
 CZ0542  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 CZ0542  OBS GRAVITY -     979,268.6   (mgal)                       GRAV_OBS
 CZ0542
 CZ0542  VERT ORDER  -  FIRST     CLASS II
 CZ0542
 CZ0542.The horizontal coordinates were scaled from a topographic map and have
 CZ0542.an estimated accuracy of +/- 6 seconds.
 CZ0542
 CZ0542.The orthometric height was determined by differential leveling
 CZ0542.and adjusted by the National Geodetic Survey in June 1991..
 CZ0542
 CZ0542.The geoid height was determined by GEOID03.
 CZ0542
 CZ0542.The dynamic height is computed by dividing the NAVD 88
 CZ0542.geopotential number by the normal gravity value computed on the
 CZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0542.degrees latitude (g = 980.6199 gals.).
 CZ0542
 CZ0542.The modeled gravity was interpolated from observed gravity values.
 CZ0542.The observed gravity was obtained from relative gravimeter ties
 CZ0542.to the IGSN71 gravity network.
 CZ0542
 CZ0542;                    North         East    Units  Estimated Accuracy
 CZ0542;SPC AZ C     -   148,730.      293,350.      MT  (+/- 180 meters Scaled)
 CZ0542
 CZ0542                          SUPERSEDED SURVEY CONTROL
 CZ0542
 CZ0542  NGVD 29 (??/??/92)  669.441  (m)         2196.32   (f) ADJ UNCH    1 2
 CZ0542
 CZ0542.Superseded values are not recommended for survey control.
 CZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0542.See file dsdata.txt to determine how the superseded data were derived.
 CZ0542
 CZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA937779(NAD 83)
 CZ0542_MARKER: DD = SURVEY DISK
 CZ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0542_SP_SET: CURB
 CZ0542_STAMPING: 2196.90 1930 408+27.9
 CZ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0542+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0542
 CZ0542  HISTORY     - Date     Condition        Report By
 CZ0542  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0542  HISTORY     - 1951     GOOD             NGS
 CZ0542  HISTORY     - 1960     GOOD             NGS
 CZ0542  HISTORY     - 1980     GOOD             NGS
 CZ0542  HISTORY     - 19970309 GOOD             USPSQD
 CZ0542  HISTORY     - 20060316 GOOD             USPSQD
 CZ0542
 CZ0542                          STATION DESCRIPTION
 CZ0542
 CZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0542'1.7 MI SE FROM CORTARO.
 CZ0542'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0542'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0542'NORTHWEST OF THE INTERSECTION OF HIGHWAY 84 AND THE KINO ROAD LEADING
 CZ0542'EAST-WEST, AT RAILROAD MILEAGE 973.90, IN TOP OF THE APPROXIMATE
 CZ0542'CENTER OF THE NORTHEAST CURBING OF A SMALL HIGHWAY BRIDGE, 18.3 FEET
 CZ0542'SOUTHWEST OF TELEGRAPH POLE 2, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0542'CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0542
 CZ0542                          STATION RECOVERY (1960)
 CZ0542
 CZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0542'RECOVERED IN GOOD CONDITION.
 CZ0542
 CZ0542                          STATION RECOVERY (1980)
 CZ0542
 CZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0542'16.3 KILOMETERS (10.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0542'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0542'NORTHWEST OF THE INTERSECTION OF INA ROAD AND THE FRONTAGE ROAD, SET
 CZ0542'IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE
 CZ0542'BRIDGE UNDER THE FRONTAGE ROAD, 36.6 METERS (120 FEET) SOUTHWEST OF
 CZ0542'THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS (16 FEET)
 CZ0542'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0542'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0542
 CZ0542                          STATION RECOVERY (1997)
 CZ0542
 CZ0542'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0542'RECOVERED IN GOOD CONDITION.
 CZ0542
 CZ0542                          STATION RECOVERY (2006)
 CZ0542
 CZ0542'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0338 ***********************************************************************
 ET0338  DESIGNATION -  4084
 ET0338  PID         -  ET0338
 ET0338  STATE/COUNTY-  AZ/YAVAPAI
 ET0338  USGS QUAD   -  BISMARCK MESA (1969)
 ET0338
 ET0338                         *CURRENT SURVEY CONTROL
 ET0338  ___________________________________________________________________
 ET0338* NAD 83(1986)-  34 25 35.     (N)    112 48 48.     (W)     SCALED    
 ET0338* NAVD 88     -      1247.956  (meters)    4094.34   (feet)  POSTED    
 ET0338  ___________________________________________________________________
 ET0338  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 ET0338  DYNAMIC HT  -        1246.350 (meters)    4089.07  (feet)  COMP
 ET0338  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 ET0338
 ET0338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0338
 ET0338.The horizontal coordinates were scaled from a topographic map and have
 ET0338.an estimated accuracy of +/- 6 seconds.
 ET0338
 ET0338.The orthometric height was determined by differential leveling
 ET0338.and adjusted by the National Geodetic Survey in November 2005..
 ET0338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0338.rate of 1.1 thru 2.0 mm/km.
 ET0338
 ET0338.The geoid height was determined by GEOID03.
 ET0338
 ET0338.The dynamic height is computed by dividing the NAVD 88
 ET0338.geopotential number by the normal gravity value computed on the
 ET0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0338.degrees latitude (g = 980.6199 gals.).
 ET0338
 ET0338.The modeled gravity was interpolated from observed gravity values.
 ET0338
 ET0338;                    North         East    Units  Estimated Accuracy
 ET0338;SPC AZ C     -   380,310.      130,950.      MT  (+/- 180 meters Scaled)
 ET0338
 ET0338                          SUPERSEDED SURVEY CONTROL
 ET0338
 ET0338  NGVD 29 (??/??/92) 1247.182  (m)         4091.80   (f) ADJ UNCH    1 2
 ET0338
 ET0338.Superseded values are not recommended for survey control.
 ET0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0338.See file dsdata.txt to determine how the superseded data were derived.
 ET0338
 ET0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD333109(NAD 83)
 ET0338_MARKER: DD = SURVEY DISK
 ET0338_SETTING: 80 = SET IN A BOULDER
 ET0338_SP_SET: BOULDER
 ET0338_STAMPING: 4084 PRSCT
 ET0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0338+STABILITY: SURFACE MOTION
 ET0338
 ET0338  HISTORY     - Date     Condition        Report By
 ET0338  HISTORY     - UNK      MONUMENTED       USGS
 ET0338  HISTORY     - 1950     GOOD             NGS
 ET0338
 ET0338                          STATION DESCRIPTION
 ET0338
 ET0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0338'6.8 MI W FROM KIRKLAND.
 ET0338'6.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0338'THE STATION AT KIRKLAND, 0.2 MILE NORTHWEST OF MILEPOLE 93, NEAR THE
 ET0338'CENTER OF A U CURVE, IN THE TOP OF A VOLCANIC BOULDER PROJECTING 1 1/2
 ET0338'FEET ABOVE THE GROUND, 38.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 ET0338'FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0250 ***********************************************************************
 GP0250  DESIGNATION -  4087.61
 GP0250  PID         -  GP0250
 GP0250  STATE/COUNTY-  AZ/COCONINO
 GP0250  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0250
 GP0250                         *CURRENT SURVEY CONTROL
 GP0250  ___________________________________________________________________
 GP0250* NAD 83(1986)-  36 44 57.     (N)    111 44 09.     (W)     SCALED    
 GP0250* NAVD 88     -      1243.102  (meters)    4078.41   (feet)  POSTED    
 GP0250  ___________________________________________________________________
 GP0250  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 GP0250  DYNAMIC HT  -        1241.660 (meters)    4073.68  (feet)  COMP
 GP0250  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 GP0250
 GP0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0250
 GP0250.The horizontal coordinates were scaled from a topographic map and have
 GP0250.an estimated accuracy of +/- 6 seconds.
 GP0250
 GP0250.The orthometric height was determined by differential leveling
 GP0250.and adjusted by the National Geodetic Survey in 1992..
 GP0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0250.rate of 0.0 thru 1.0 mm/km.
 GP0250
 GP0250.The geoid height was determined by GEOID03.
 GP0250
 GP0250.The dynamic height is computed by dividing the NAVD 88
 GP0250.geopotential number by the normal gravity value computed on the
 GP0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0250.degrees latitude (g = 980.6199 gals.).
 GP0250
 GP0250.The modeled gravity was interpolated from observed gravity values.
 GP0250
 GP0250;                    North         East    Units  Estimated Accuracy
 GP0250;SPC AZ C     -   637,650.      229,510.      MT  (+/- 180 meters Scaled)
 GP0250
 GP0250                          SUPERSEDED SURVEY CONTROL
 GP0250
 GP0250  NGVD 29 (??/??/92) 1242.195  (m)         4075.43   (f) ADJ UNCH    1 2
 GP0250
 GP0250.Superseded values are not recommended for survey control.
 GP0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0250.See file dsdata.txt to determine how the superseded data were derived.
 GP0250
 GP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF343673(NAD 83)
 GP0250_MARKER: DD = SURVEY DISK
 GP0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0250_SP_SET: CULVERT
 GP0250_STAMPING: 4087.61 424+21.0
 GP0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0250
 GP0250  HISTORY     - Date     Condition        Report By
 GP0250  HISTORY     - UNK      MONUMENTED       AZHD
 GP0250  HISTORY     - 1933     GOOD             NGS
 GP0250  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0250
 GP0250                          STATION DESCRIPTION
 GP0250
 GP0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GP0250'7.6 MI SW FROM MARBLE CANYON.
 GP0250'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0250'MARBLE CANYON, COCONINO COUNTY, AT A 3-FOOT CORRUGATED-IRON PIPE
 GP0250'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0250'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4087.61
 GP0250'424+21.0.
 GP0250
 GP0250                          STATION RECOVERY (1978)
 GP0250
 GP0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0103 ***********************************************************************
 CG0103  DESIGNATION -  4089.29
 CG0103  PID         -  CG0103
 CG0103  STATE/COUNTY-  AZ/COCHISE
 CG0103  USGS QUAD   -  SAINT DAVID (1973)
 CG0103
 CG0103                         *CURRENT SURVEY CONTROL
 CG0103  ___________________________________________________________________
 CG0103* NAD 83(1986)-  31 59 13.     (N)    110 11 28.     (W)     SCALED    
 CG0103* NAVD 88     -      1246.89   (+/-2cm)    4090.8    (feet)  VERTCON   
 CG0103  ___________________________________________________________________
 CG0103  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CG0103
 CG0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0103
 CG0103.The horizontal coordinates were scaled from a topographic map and have
 CG0103.an estimated accuracy of +/- 6 seconds.
 CG0103
 CG0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0103.The vertical order pertains to the NGVD 29 superseded value.
 CG0103
 CG0103.The geoid height was determined by GEOID03.
 CG0103
 CG0103;                    North         East    Units  Estimated Accuracy
 CG0103;SPC AZ E     -   109,420.      211,050.      MT  (+/- 180 meters Scaled)
 CG0103
 CG0103                          SUPERSEDED SURVEY CONTROL
 CG0103
 CG0103  NGVD 29 (??/??/92) 1246.048  (m)         4088.08   (f) ADJ UNCH    2 0
 CG0103
 CG0103.Superseded values are not recommended for survey control.
 CG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0103.See file dsdata.txt to determine how the superseded data were derived.
 CG0103
 CG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA764392(NAD 83)
 CG0103_MARKER: DD = SURVEY DISK
 CG0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0103_SP_SET: WALL
 CG0103_STAMPING: 4089.29
 CG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0103
 CG0103  HISTORY     - Date     Condition        Report By
 CG0103  HISTORY     - UNK      MONUMENTED       AZHD
 CG0103  HISTORY     - 1960     GOOD             NGS
 CG0103  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0103
 CG0103                          STATION DESCRIPTION
 CG0103
 CG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0103'6.7 MI E FROM BENSON.
 CG0103'6.7 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0103'86, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE,
 CG0103'CEMENTED IN THE CENTER OF THE WEST WALL OF A DRAIN THAT IS LOCATED
 CG0103'BETWEEN THE TWO TRAFFIC LANES.
 CG0103
 CG0103                          STATION RECOVERY (1979)
 CG0103
 CG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0103'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0338 ***********************************************************************
 DU0338  DESIGNATION -  4090.177
 DU0338  PID         -  DU0338
 DU0338  STATE/COUNTY-  AZ/GILA
 DU0338  USGS QUAD   -  CHROME BUTTE (1966)
 DU0338
 DU0338                         *CURRENT SURVEY CONTROL
 DU0338  ___________________________________________________________________
 DU0338* NAD 83(1986)-  33 35 12.     (N)    110 38 59.     (W)     SCALED    
 DU0338* NAVD 88     -      1246.687  (meters)    4090.17   (feet)  ADJUSTED  
 DU0338  ___________________________________________________________________
 DU0338  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DU0338  DYNAMIC HT  -        1244.956 (meters)    4084.49  (feet)  COMP
 DU0338  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 DU0338
 DU0338  VERT ORDER  -  SECOND    CLASS 0
 DU0338
 DU0338.The horizontal coordinates were scaled from a topographic map and have
 DU0338.an estimated accuracy of +/- 6 seconds.
 DU0338
 DU0338.The orthometric height was determined by differential leveling
 DU0338.and adjusted by the National Geodetic Survey in June 1991..
 DU0338
 DU0338.The geoid height was determined by GEOID03.
 DU0338
 DU0338.The dynamic height is computed by dividing the NAVD 88
 DU0338.geopotential number by the normal gravity value computed on the
 DU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0338.degrees latitude (g = 980.6199 gals.).
 DU0338
 DU0338.The modeled gravity was interpolated from observed gravity values.
 DU0338
 DU0338;                    North         East    Units  Estimated Accuracy
 DU0338;SPC AZ E     -   286,920.      168,520.      MT  (+/- 180 meters Scaled)
 DU0338
 DU0338                          SUPERSEDED SURVEY CONTROL
 DU0338
 DU0338  NGVD 29 (??/??/92) 1246.007  (m)         4087.94   (f) ADJ UNCH    2 0
 DU0338
 DU0338.Superseded values are not recommended for survey control.
 DU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0338.See file dsdata.txt to determine how the superseded data were derived.
 DU0338
 DU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC325163(NAD 83)
 DU0338_MARKER: DD = SURVEY DISK
 DU0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0338_SP_SET: BRIDGE
 DU0338_STAMPING: EL 4090.177
 DU0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0338
 DU0338  HISTORY     - Date     Condition        Report By
 DU0338  HISTORY     - UNK      MONUMENTED       AZHD
 DU0338  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0338
 DU0338                          STATION DESCRIPTION
 DU0338
 DU0338'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0338'20.1 MI NE FROM GLOBE.
 DU0338'20.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0338'A LONG CONCRETE BRIDGE OVER SEVEN MILE CREEK, AND IN THE TOP OF THE
 DU0338'SOUTH END OF THE EAST CONCRETE HANDRAIL.  NOTE-- U.S. HIGHWAY 60 HAS
 DU0338'BEEN REALIGNED AND A NEW BRIDGE CONSTRUCTED IN THE AREA OF THE BENCH
 DU0338'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0252 ***********************************************************************
 GP0252  DESIGNATION -  4090.26
 GP0252  PID         -  GP0252
 GP0252  STATE/COUNTY-  AZ/COCONINO
 GP0252  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0252
 GP0252                         *CURRENT SURVEY CONTROL
 GP0252  ___________________________________________________________________
 GP0252* NAD 83(1986)-  36 44 49.     (N)    111 44 55.     (W)     SCALED    
 GP0252* NAVD 88     -      1243.911  (meters)    4081.06   (feet)  POSTED    
 GP0252  ___________________________________________________________________
 GP0252  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0252  DYNAMIC HT  -        1242.460 (meters)    4076.30  (feet)  COMP
 GP0252  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 GP0252
 GP0252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0252
 GP0252.The horizontal coordinates were scaled from a topographic map and have
 GP0252.an estimated accuracy of +/- 6 seconds.
 GP0252
 GP0252.The orthometric height was determined by differential leveling
 GP0252.and adjusted by the National Geodetic Survey in 1992..
 GP0252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0252.rate of 0.0 thru 1.0 mm/km.
 GP0252
 GP0252.The geoid height was determined by GEOID03.
 GP0252
 GP0252.The dynamic height is computed by dividing the NAVD 88
 GP0252.geopotential number by the normal gravity value computed on the
 GP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0252.degrees latitude (g = 980.6199 gals.).
 GP0252
 GP0252.The modeled gravity was interpolated from observed gravity values.
 GP0252
 GP0252;                    North         East    Units  Estimated Accuracy
 GP0252;SPC AZ C     -   637,400.      228,370.      MT  (+/- 180 meters Scaled)
 GP0252
 GP0252                          SUPERSEDED SURVEY CONTROL
 GP0252
 GP0252  NGVD 29 (??/??/92) 1242.998  (m)         4078.07   (f) ADJ UNCH    1 2
 GP0252
 GP0252.Superseded values are not recommended for survey control.
 GP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0252.See file dsdata.txt to determine how the superseded data were derived.
 GP0252
 GP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF331670(NAD 83)
 GP0252_MARKER: DD = SURVEY DISK
 GP0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0252_SP_SET: CURB
 GP0252_STAMPING: 4090.26 485+93.8 1933
 GP0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0252
 GP0252  HISTORY     - Date     Condition        Report By
 GP0252  HISTORY     - 1933     MONUMENTED       AZHD
 GP0252
 GP0252                          STATION DESCRIPTION
 GP0252
 GP0252'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0252'8.3 MI SW FROM MARBLE CANYON.
 GP0252'8.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0252'MARBLE CANYON, COCONINO COUNTY, 0.1 MILE EAST OF THE CLIFF DWELLERS
 GP0252'SERVICE STATION IN 1934, AT A CONCRETE AND STEEL BRIDGE OVER A WASH,
 GP0252'AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURBING.  AN
 GP0252'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4090.26
 GP0252'485+93.8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0210 ***********************************************************************
 ET0210  DESIGNATION -  4090.81
 ET0210  PID         -  ET0210
 ET0210  STATE/COUNTY-  AZ/YAVAPAI
 ET0210  USGS QUAD   -  ESTLER PEAK (1974)
 ET0210
 ET0210                         *CURRENT SURVEY CONTROL
 ET0210  ___________________________________________________________________
 ET0210* NAD 83(1986)-  34 26 12.     (N)    112 01 53.     (W)     SCALED    
 ET0210* NAVD 88     -      1247.72   (+/-2cm)    4093.6    (feet)  VERTCON   
 ET0210  ___________________________________________________________________
 ET0210  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 ET0210
 ET0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0210
 ET0210.The horizontal coordinates were scaled from a topographic map and have
 ET0210.an estimated accuracy of +/- 6 seconds.
 ET0210
 ET0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0210.The vertical order pertains to the NGVD 29 superseded value.
 ET0210
 ET0210.The geoid height was determined by GEOID03.
 ET0210
 ET0210;                    North         East    Units  Estimated Accuracy
 ET0210;SPC AZ C     -   381,090.      202,820.      MT  (+/- 180 meters Scaled)
 ET0210
 ET0210                          SUPERSEDED SURVEY CONTROL
 ET0210
 ET0210  NGVD 29 (??/??/92) 1246.976  (m)         4091.12   (f) ADJ UNCH    2 0
 ET0210
 ET0210.Superseded values are not recommended for survey control.
 ET0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0210.See file dsdata.txt to determine how the superseded data were derived.
 ET0210
 ET0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD052110(NAD 83)
 ET0210_MARKER: DZ = AZIMUTH MARK DISK
 ET0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0210_SP_SET: CULVERT
 ET0210_STAMPING: 4090.81 3747+50 1953
 ET0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0210
 ET0210  HISTORY     - Date     Condition        Report By
 ET0210  HISTORY     - 1953     MONUMENTED       AZDT
 ET0210  HISTORY     - 1959     GOOD             NGS
 ET0210
 ET0210                          STATION DESCRIPTION
 ET0210
 ET0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0210'16.0 MI SW FROM CAMP VERDE.
 ET0210'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0210'OFFICE IN CAMP VERDE, THENCE 13.35 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0210'0.6 MILE SOUTH OF MILEPOST 273, 28 FEET EAST OF THE CENTER OF THE
 ET0210'HIGHWAY, SET IN CENTER OF A 7 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0249 ***********************************************************************
 GP0249  DESIGNATION -  4092.08
 GP0249  PID         -  GP0249
 GP0249  STATE/COUNTY-  AZ/COCONINO
 GP0249  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0249
 GP0249                         *CURRENT SURVEY CONTROL
 GP0249  ___________________________________________________________________
 GP0249* NAD 83(1986)-  36 45 03.     (N)    111 43 39.     (W)     SCALED    
 GP0249* NAVD 88     -      1244.44   (+/-2cm)    4082.8    (feet)  VERTCON   
 GP0249  ___________________________________________________________________
 GP0249  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0249
 GP0249  VERT ORDER  -  ? (See Below)
 GP0249
 GP0249.The horizontal coordinates were scaled from a topographic map and have
 GP0249.an estimated accuracy of +/- 6 seconds.
 GP0249
 GP0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0249.The vertical order pertains to the NGVD 29 superseded value.
 GP0249
 GP0249.The geoid height was determined by GEOID03.
 GP0249
 GP0249;                    North         East    Units  Estimated Accuracy
 GP0249;SPC AZ C     -   637,840.      230,250.      MT  (+/- 180 meters Scaled)
 GP0249
 GP0249                          SUPERSEDED SURVEY CONTROL
 GP0249
 GP0249  NGVD 29 (??/??/92) 1243.543  (m)         4079.86   (f) ADJ UNCH    ?  
 GP0249
 GP0249.Superseded values are not recommended for survey control.
 GP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0249.See file dsdata.txt to determine how the superseded data were derived.
 GP0249
 GP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF350674(NAD 83)
 GP0249_MARKER: DD = SURVEY DISK
 GP0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0249_SP_SET: CULVERT
 GP0249_STAMPING: 4092.08 399+47.2 1933
 GP0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0249
 GP0249  HISTORY     - Date     Condition        Report By
 GP0249  HISTORY     - 1933     MONUMENTED       AZHD
 GP0249
 GP0249                          STATION DESCRIPTION
 GP0249
 GP0249'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0249'7.1 MI SW FROM MARBLE CANYON.
 GP0249'7.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0249'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 2-FOOT CORRUGATED-IRON
 GP0249'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0249'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0249'4092.08 399+47.2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0050 ***********************************************************************
 CG0050  DESIGNATION -  4092.69
 CG0050  PID         -  CG0050
 CG0050  STATE/COUNTY-  AZ/PIMA
 CG0050  USGS QUAD   -  MESCAL (1983)
 CG0050
 CG0050                         *CURRENT SURVEY CONTROL
 CG0050  ___________________________________________________________________
 CG0050* NAD 83(1986)-  31 57 57.     (N)    110 27 43.     (W)     SCALED    
 CG0050* NAVD 88     -      1247.947  (meters)    4094.31   (feet)  ADJUSTED  
 CG0050  ___________________________________________________________________
 CG0050  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0050  DYNAMIC HT  -        1246.082 (meters)    4088.19  (feet)  COMP
 CG0050  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 CG0050
 CG0050  VERT ORDER  -  FIRST     CLASS II
 CG0050
 CG0050.The horizontal coordinates were scaled from a topographic map and have
 CG0050.an estimated accuracy of +/- 6 seconds.
 CG0050
 CG0050.The orthometric height was determined by differential leveling
 CG0050.and adjusted by the National Geodetic Survey in June 1991..
 CG0050
 CG0050.The geoid height was determined by GEOID03.
 CG0050
 CG0050.The dynamic height is computed by dividing the NAVD 88
 CG0050.geopotential number by the normal gravity value computed on the
 CG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0050.degrees latitude (g = 980.6199 gals.).
 CG0050
 CG0050.The modeled gravity was interpolated from observed gravity values.
 CG0050
 CG0050;                    North         East    Units  Estimated Accuracy
 CG0050;SPC AZ C     -   108,000.      350,870.      MT  (+/- 180 meters Scaled)
 CG0050
 CG0050                          SUPERSEDED SURVEY CONTROL
 CG0050
 CG0050.No superseded survey control is available for this station.
 CG0050
 CG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA508367(NAD 83)
 CG0050_MARKER: DD = SURVEY DISK
 CG0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0050_SP_SET: CULVERT
 CG0050_STAMPING: 4092.69
 CG0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0050
 CG0050  HISTORY     - Date     Condition        Report By
 CG0050  HISTORY     - UNK      MONUMENTED       AZHD
 CG0050  HISTORY     - 1960     GOOD             NGS
 CG0050  HISTORY     - 1979     GOOD             NGS
 CG0050
 CG0050                          STATION DESCRIPTION
 CG0050
 CG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0050'10.55 MI W FROM BENSON.
 CG0050'10.55 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0050'HIGHWAY 80, AT MILEPOST 283, 27 FEET SOUTH OF CENTERLINE OF EASTBOUND
 CG0050'TRAFFIC LANE OF THE HIGHWAY, 1.6 FEET HIGHER THAN HIGHWAY, SET IN
 CG0050'SOUTH HEADWALL.
 CG0050
 CG0050                          STATION RECOVERY (1979)
 CG0050
 CG0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0050'9.8 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0050'OVERPASS AT BENSON, SET IN THE TOP CENTER OF A CONCRETE HEADWALL FOR A
 CG0050'TRIPLE BOX CULVERT, 0.35 MILE WEST OF A POWER LINE CROSSING THE
 CG0050'HIGHWAY, 0.5 MILE WEST OF MILE POST 296, 23.5 FEET SOUTH OF THE
 CG0050'EAST END OF THE HEADWALL AND 19 FEET EAST OF THE WEST END OF THE
 CG0050'HEADWALL.
 CG0050'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0565 ***********************************************************************
 ES0565  DESIGNATION -  4097.02
 ES0565  PID         -  ES0565
 ES0565  STATE/COUNTY-  AZ/YAVAPAI
 ES0565  USGS QUAD   -  CASNER BUTTE (1965)
 ES0565
 ES0565                         *CURRENT SURVEY CONTROL
 ES0565  ___________________________________________________________________
 ES0565* NAD 83(1986)-  34 42 08.     (N)    111 44 26.     (W)     SCALED    
 ES0565* NAVD 88     -      1249.354  (meters)    4098.92   (feet)  ADJUSTED  
 ES0565  ___________________________________________________________________
 ES0565  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 ES0565  DYNAMIC HT  -        1247.768 (meters)    4093.72  (feet)  COMP
 ES0565  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 ES0565
 ES0565  VERT ORDER  -  SECOND    CLASS 0
 ES0565
 ES0565.The horizontal coordinates were scaled from a topographic map and have
 ES0565.an estimated accuracy of +/- 6 seconds.
 ES0565
 ES0565.The orthometric height was determined by differential leveling
 ES0565.and adjusted by the National Geodetic Survey in June 1991..
 ES0565
 ES0565.The geoid height was determined by GEOID03.
 ES0565
 ES0565.The dynamic height is computed by dividing the NAVD 88
 ES0565.geopotential number by the normal gravity value computed on the
 ES0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0565.degrees latitude (g = 980.6199 gals.).
 ES0565
 ES0565.The modeled gravity was interpolated from observed gravity values.
 ES0565
 ES0565;                    North         East    Units  Estimated Accuracy
 ES0565;SPC AZ C     -   410,560.      229,490.      MT  (+/- 180 meters Scaled)
 ES0565
 ES0565                          SUPERSEDED SURVEY CONTROL
 ES0565
 ES0565  NGVD 29 (??/??/92) 1248.618  (m)         4096.51   (f) ADJ UNCH    2 0
 ES0565
 ES0565.Superseded values are not recommended for survey control.
 ES0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0565.See file dsdata.txt to determine how the superseded data were derived.
 ES0565
 ES0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321402(NAD 83)
 ES0565_MARKER: DD = SURVEY DISK
 ES0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0565_SP_SET: CULVERT
 ES0565_STAMPING: 4097.02 5241+14 1959
 ES0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0565
 ES0565  HISTORY     - Date     Condition        Report By
 ES0565  HISTORY     - 1959     MONUMENTED       AZHD
 ES0565  HISTORY     - 1959     GOOD             NGS
 ES0565
 ES0565                          STATION DESCRIPTION
 ES0565
 ES0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0565'12.6 MI NE FROM CAMP VERDE.
 ES0565'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN
 ES0565'SEDONA.  THENCE 7.0 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 ES0565'CONTINUE AHEAD SOUTHEAST ALONG THE GRAVELED ROAD FOR 7.8 MILES TO THE
 ES0565'END OF THE CONSTRUCTION FOR THE NEW HIGHWAY, THENCE 1.0 MILE NORTH
 ES0565'ALONG THE NEW HIGHWAY, 31 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 ES0565'FEET NORTH OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 ES0565'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1653 ***********************************************************************
 DU1653  DESIGNATION -  40TH
 DU1653  PID         -  DU1653
 DU1653  STATE/COUNTY-  AZ/MARICOPA
 DU1653  USGS QUAD   -  BUCKHORN (1982)
 DU1653
 DU1653                         *CURRENT SURVEY CONTROL
 DU1653  ___________________________________________________________________
 DU1653* NAD 83(1992)-  33 23 11.22487(N)    111 44 42.55437(W)     ADJUSTED  
 DU1653* NAVD 88     -       388.286  (meters)    1273.90   (feet)  ADJUSTED  
 DU1653  ___________________________________________________________________
 DU1653  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DU1653  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1653  DYNAMIC HT  -         387.824 (meters)    1272.39  (feet)  COMP
 DU1653  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 DU1653
 DU1653  HORZ ORDER  -  SECOND
 DU1653  VERT ORDER  -  SECOND    CLASS I
 DU1653
 DU1653.The horizontal coordinates were established by classical geodetic methods
 DU1653.and adjusted by the National Geodetic Survey in August 1993..
 DU1653
 DU1653.The orthometric height was determined by differential leveling
 DU1653.and adjusted by the National Geodetic Survey in January 1998..
 DU1653
 DU1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1653
 DU1653.The geoid height was determined by GEOID03.
 DU1653
 DU1653.The dynamic height is computed by dividing the NAVD 88
 DU1653.geopotential number by the normal gravity value computed on the
 DU1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1653.degrees latitude (g = 980.6199 gals.).
 DU1653
 DU1653.The modeled gravity was interpolated from observed gravity values.
 DU1653
 DU1653;                    North         East     Units Scale Factor Converg.
 DU1653;SPC AZ C     -   264,620.907   229,316.584   MT  0.99990314   +0 05 39.8
 DU1653;SPC AZ C     -   868,178.83    752,351.00   iFT  0.99990314   +0 05 39.8
 DU1653;UTM  12      - 3,694,378.312   430,695.086   MT  0.99965922   -0 24 36.2
 DU1653
 DU1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1653!SPC AZ C     -   0.99994371  x   0.99990314  =   0.99984685
 DU1653!UTM  12      -   0.99994371  x   0.99965922  =   0.99960295
 DU1653
 DU1653|---------------------------------------------------------------------|
 DU1653| PID    Reference Object                     Distance      Geod. Az  |
 DU1653|                                                           dddmmss.s |
 DU1653| DU1654 40TH RM 1                            12.438 METERS 09117     |
 DU1653| DU1658 32ND                                APPROX. 1.6 KM 2695023.2 |
 DU1653| DU1655 40TH RM 2                             7.453 METERS 27031     |
 DU1653| DU2149 MESA MUNICIPAL TANK 2               APPROX. 8.9 KM 2955550.4 |
 DU1653|---------------------------------------------------------------------|
 DU1653
 DU1653                          SUPERSEDED SURVEY CONTROL
 DU1653
 DU1653  NAD 83(1986)-  33 23 11.21951(N)    111 44 42.55869(W) AD(       ) 2
 DU1653  NAD 27      -  33 23 11.04683(N)    111 44 40.06203(W) AD(       ) 2
 DU1653  NAVD 88 (11/29/93)  388.275  (m)         1273.87   (f) UNKNOWN     2 1
 DU1653  NGVD 29 (07/19/86)  387.1    (m)         1270.     (f) VERT ANG       
 DU1653
 DU1653.Superseded values are not recommended for survey control.
 DU1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1653.See file dsdata.txt to determine how the superseded data were derived.
 DU1653
 DU1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3069594378(NAD 83)
 DU1653_MARKER: DE = TRAVERSE STATION DISK
 DU1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1653_SP_SET: CONCRETE POST
 DU1653_STAMPING: 40TH 1974
 DU1653_MARK LOGO: AZDT  
 DU1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1653+STABILITY: SURFACE MOTION
 DU1653
 DU1653  HISTORY     - Date     Condition        Report By
 DU1653  HISTORY     - 1974     MONUMENTED       AZDT
 DU1653  HISTORY     - 1981     GOOD             AZDT
 DU1653  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1653
 DU1653                          STATION DESCRIPTION
 DU1653
 DU1653'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1653'THE STATION IS LOCATED ABOUT 5.7 MILES EAST SOUTHEAST OF MESA
 DU1653'AND 3.4 MILES EAST NORTHEAST OF GILBERT NEAR THE CENTERLINE OF THE
 DU1653'PROPOSED SUPERSTITION FREEWAY.
 DU1653'
 DU1653'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH
 DU1653'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT 0.3
 DU1653'FEET BELOW GROUND LEVEL.  THE MARK IS 9.2 FEET NORTH OF THE NORTH
 DU1653'EDGE OF CEMENT LINE IRRIGATION DITCH, ABOUT 25 FEET EAST OF A
 DU1653'LARGE COTTONWOOD TREE AND 2.9 FEET N.W. OF A WITNESS POST.
 DU1653'
 DU1653'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH
 DU1653'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1653'PROJECTING 0.4 FEET.  THE MARK IS 8.6 FEET NORTH OF A CEMENT
 DU1653'LINED DITCH, 8.0 FEET SOUTH OF CENTERLINE OF A DIRT ROAD AND 2.5
 DU1653'FEET NORTHWEST OF A WITNESS POST.
 DU1653'
 DU1653'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH RM 2
 DU1653'1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1653'PROJECTING 0.7 FEET.  THE MARK IS 1.9 FEET EAST OF A 6 INCH X 8
 DU1653'INCH WOODEN FENCE POST CORNER AND 3.2 FEET SOUTH SOUTHEAST OF 48
 DU1653'IN DIAMETER COTTONWOOD TREE.
 DU1653'
 DU1653'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU1653'ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU1653'BASELINE ROAD, TURN LEFT (EAST) FOR 5.0 MILES TO VAL VISTA DR. THEN
 DU1653'TURN LEFT (NORTH) ON VAL VISTA DRIVE FOR 0.5 MILES TO A FIELD
 DU1653'ROAD EAST, TURN RIGHT (EAST) ON FIELD ROAD FOR 0.5 MILES TO
 DU1653'STATION ON THE RIGHT AND ON THE EAST SIDE OF LARGE COTTONWOOD
 DU1653'TREE.
 DU1653'
 DU1653'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1653
 DU1653                          STATION RECOVERY (1981)
 DU1653
 DU1653'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1653'IN MESA.
 DU1653'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1653'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1653'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE STATION ON THE EAST SIDE OF A
 DU1653'LARGE COTTONWOOD TREE, A STANDARD AZDT ALUMINUM CAP SET IN THE TOP OF
 DU1653'A 12-INCH CONCRETE POST 0.3 FT BELOW GROUND, THE MARK IS 9.2 FT
 DU1653'(2.80 METERS) NORTH OF THE NORTH EDGE OF A CONCRETE LINED IRRIGATION
 DU1653'DITCH, ABOUT 25 FT (7.62 METERS) EAST OF A LARGE COTTONWOOD TREE, 2.9
 DU1653'FT (88 CM) NORTHWEST OF A WITNESS POST AND SIGN.
 DU1653
 DU1653                          STATION RECOVERY (1994)
 DU1653
 DU1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1653'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1654 ***********************************************************************
 DU1654  DESIGNATION -  40TH RM 1
 DU1654  PID         -  DU1654
 DU1654  STATE/COUNTY-  AZ/MARICOPA
 DU1654  USGS QUAD   -  BUCKHORN (1982)
 DU1654
 DU1654                         *CURRENT SURVEY CONTROL
 DU1654  ___________________________________________________________________
 DU1654* NAD 83(1986)-  33 23 11.     (N)    111 44 42.     (W)     SCALED    
 DU1654* NAVD 88     -       388.406  (meters)    1274.30   (feet)  ADJUSTED  
 DU1654  ___________________________________________________________________
 DU1654  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1654  DYNAMIC HT  -         387.945 (meters)    1272.78  (feet)  COMP
 DU1654  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 DU1654
 DU1654  VERT ORDER  -  SECOND    CLASS I
 DU1654
 DU1654.The horizontal coordinates were scaled from a topographic map and have
 DU1654.an estimated accuracy of +/- 6 seconds.
 DU1654
 DU1654.The orthometric height was determined by differential leveling
 DU1654.and adjusted by the National Geodetic Survey in January 1998..
 DU1654
 DU1654.The geoid height was determined by GEOID03.
 DU1654
 DU1654.The dynamic height is computed by dividing the NAVD 88
 DU1654.geopotential number by the normal gravity value computed on the
 DU1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1654.degrees latitude (g = 980.6199 gals.).
 DU1654
 DU1654.The modeled gravity was interpolated from observed gravity values.
 DU1654
 DU1654;                    North         East    Units  Estimated Accuracy
 DU1654;SPC AZ C     -   264,610.      229,330.      MT  (+/- 180 meters Scaled)
 DU1654
 DU1654                          SUPERSEDED SURVEY CONTROL
 DU1654
 DU1654  NAVD 88 (11/29/93)  388.395  (m)         1274.26   (f) UNKNOWN     2 1
 DU1654
 DU1654.Superseded values are not recommended for survey control.
 DU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1654.See file dsdata.txt to determine how the superseded data were derived.
 DU1654
 DU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307943(NAD 83)
 DU1654_MARKER: DR = REFERENCE MARK DISK
 DU1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1654_SP_SET: CONCRETE POST
 DU1654_STAMPING: 40TH RM 1 1974
 DU1654_MARK LOGO: AZDT  
 DU1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1654+STABILITY: SURFACE MOTION
 DU1654
 DU1654  HISTORY     - Date     Condition        Report By
 DU1654  HISTORY     - 1974     MONUMENTED       AZDT
 DU1654  HISTORY     - 1981     GOOD             AZDT
 DU1654  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1654
 DU1654                          STATION DESCRIPTION
 DU1654
 DU1654'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1654'IN MESA.
 DU1654'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1654'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1654'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE MARK, A STANDARD AZDT ALUMINUM
 DU1654'CAP SET IN TOP OF A 12-INCH CONCRETE POST PROJECTING 0.4 FT, THE MARK
 DU1654'IS 8.6 FT (2.62 METERS) NORTH OF A CONCRETE LINED IRRIGATION DITCH,
 DU1654'8.0 FT (2.44 METERS) SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2.5 FT
 DU1654'(76 CM) NORTHWEST OF A WITNESS POST AND SIGN.
 DU1654
 DU1654                          STATION RECOVERY (1994)
 DU1654
 DU1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1654'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1655 ***********************************************************************
 DU1655  DESIGNATION -  40TH RM 2
 DU1655  PID         -  DU1655
 DU1655  STATE/COUNTY-  AZ/MARICOPA
 DU1655  USGS QUAD   -  BUCKHORN (1982)
 DU1655
 DU1655                         *CURRENT SURVEY CONTROL
 DU1655  ___________________________________________________________________
 DU1655* NAD 83(1986)-  33 23 11.     (N)    111 44 42.     (W)     SCALED    
 DU1655* NAVD 88     -       388.333  (meters)    1274.06   (feet)  ADJUSTED  
 DU1655  ___________________________________________________________________
 DU1655  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1655  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 DU1655  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 DU1655
 DU1655  VERT ORDER  -  SECOND    CLASS I
 DU1655
 DU1655.The horizontal coordinates were scaled from a topographic map and have
 DU1655.an estimated accuracy of +/- 6 seconds.
 DU1655
 DU1655.The orthometric height was determined by differential leveling
 DU1655.and adjusted by the National Geodetic Survey in January 1998..
 DU1655
 DU1655.The geoid height was determined by GEOID03.
 DU1655
 DU1655.The dynamic height is computed by dividing the NAVD 88
 DU1655.geopotential number by the normal gravity value computed on the
 DU1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1655.degrees latitude (g = 980.6199 gals.).
 DU1655
 DU1655.The modeled gravity was interpolated from observed gravity values.
 DU1655
 DU1655;                    North         East    Units  Estimated Accuracy
 DU1655;SPC AZ C     -   264,610.      229,330.      MT  (+/- 180 meters Scaled)
 DU1655
 DU1655                          SUPERSEDED SURVEY CONTROL
 DU1655
 DU1655  NAVD 88 (11/29/93)  388.322  (m)         1274.02   (f) UNKNOWN     2 1
 DU1655
 DU1655.Superseded values are not recommended for survey control.
 DU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1655.See file dsdata.txt to determine how the superseded data were derived.
 DU1655
 DU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307943(NAD 83)
 DU1655_MARKER: DR = REFERENCE MARK DISK
 DU1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1655_SP_SET: CONCRETE POST
 DU1655_STAMPING: 40TH RM 2 1974
 DU1655_MARK LOGO: AZDT  
 DU1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1655+STABILITY: SURFACE MOTION
 DU1655
 DU1655  HISTORY     - Date     Condition        Report By
 DU1655  HISTORY     - 1974     MONUMENTED       AZDT
 DU1655  HISTORY     - 1981     GOOD             AZDT
 DU1655  HISTORY     - 19941217 MARK NOT FOUND   USPSQD
 DU1655
 DU1655                          STATION DESCRIPTION
 DU1655
 DU1655'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1655'IN MESA.
 DU1655'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1655'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1655'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE MARK, A STANDARD AZDT ALUMINUM
 DU1655'CAP SET IN TOP OF A 12-INCH CONCRETE POST PROJECTING 0.7 FT, THE MARK
 DU1655'IS 1.9 FT (58 CM) EAST OF A 6-BY 8-INCH WOODEN FENCE POST
 DU1655'CORNER, 5.2 FT (1.58 METERS) SOUTHEAST OF A 48-INCH COTTONWOOD TREE.
 DU1655
 DU1655                          STATION RECOVERY (1994)
 DU1655
 DU1655'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1582 ***********************************************************************
 DV1582  DESIGNATION -  41 A
 DV1582  PID         -  DV1582
 DV1582  STATE/COUNTY-  AZ/MARICOPA
 DV1582  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1582
 DV1582                         *CURRENT SURVEY CONTROL
 DV1582  ___________________________________________________________________
 DV1582* NAD 83(1986)-  33 33 40.     (N)    113 18 33.     (W)     SCALED    
 DV1582* NAVD 88     -       413.19   (+/-2cm)    1355.6    (feet)  VERTCON   
 DV1582  ___________________________________________________________________
 DV1582  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1582
 DV1582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1582
 DV1582.The horizontal coordinates were scaled from a topographic map and have
 DV1582.an estimated accuracy of +/- 6 seconds.
 DV1582
 DV1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1582.The vertical order pertains to the NGVD 29 superseded value.
 DV1582
 DV1582.The geoid height was determined by GEOID03.
 DV1582
 DV1582;                    North         East    Units  Estimated Accuracy
 DV1582;SPC AZ C     -   284,850.       84,060.      MT  (+/- 180 meters Scaled)
 DV1582
 DV1582                          SUPERSEDED SURVEY CONTROL
 DV1582
 DV1582  NGVD 29 (??/??/92)  412.548  (m)         1353.50   (f) ADJ UNCH    2 0
 DV1582
 DV1582.Superseded values are not recommended for survey control.
 DV1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1582.See file dsdata.txt to determine how the superseded data were derived.
 DV1582
 DV1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC856158(NAD 83)
 DV1582_MARKER: DD = SURVEY DISK
 DV1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1582_STAMPING: 41 A 1962
 DV1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1582+STABILITY: SURFACE MOTION
 DV1582
 DV1582  HISTORY     - Date     Condition        Report By
 DV1582  HISTORY     - 1962     MONUMENTED       AZHD
 DV1582
 DV1582                          STATION DESCRIPTION
 DV1582
 DV1582'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1582'27.1 MI SE FROM SALOME.
 DV1582'0.4 MILE EAST-SOUTHEAST OF L 413 41, AN ARIZONA HIGHWAY DEPARTMENT
 DV1582'DISK STAMPED 41 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1582'GROUND, AND IN THE CENTER OF THE MEDIAM STRIP OF PROPOSED INTERSTATE
 DV1582'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0831 ***********************************************************************
 FQ0831  DESIGNATION -  41 BKC
 FQ0831  PID         -  FQ0831
 FQ0831  STATE/COUNTY-  AZ/COCONINO
 FQ0831  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0831
 FQ0831                         *CURRENT SURVEY CONTROL
 FQ0831  ___________________________________________________________________
 FQ0831* NAD 83(1986)-  35 33 22.     (N)    111 09 20.     (W)     SCALED    
 FQ0831* NAVD 88     -      1465.150  (meters)    4806.91   (feet)  POSTED    
 FQ0831  ___________________________________________________________________
 FQ0831  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FQ0831  DYNAMIC HT  -        1463.270 (meters)    4800.74  (feet)  COMP
 FQ0831  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 FQ0831
 FQ0831  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0831
 FQ0831.The horizontal coordinates were scaled from a topographic map and have
 FQ0831.an estimated accuracy of +/- 6 seconds.
 FQ0831
 FQ0831.The orthometric height was determined by differential leveling
 FQ0831.and adjusted by the National Geodetic Survey in 1992..
 FQ0831.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0831.rate of 0.0 thru 1.0 mm/km.
 FQ0831
 FQ0831.The geoid height was determined by GEOID03.
 FQ0831
 FQ0831.The dynamic height is computed by dividing the NAVD 88
 FQ0831.geopotential number by the normal gravity value computed on the
 FQ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0831.degrees latitude (g = 980.6199 gals.).
 FQ0831
 FQ0831.The modeled gravity was interpolated from observed gravity values.
 FQ0831
 FQ0831;                    North         East    Units  Estimated Accuracy
 FQ0831;SPC AZ C     -   505,530.      282,360.      MT  (+/- 180 meters Scaled)
 FQ0831
 FQ0831                          SUPERSEDED SURVEY CONTROL
 FQ0831
 FQ0831.No superseded survey control is available for this station.
 FQ0831
 FQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE859347(NAD 83)
 FQ0831_MARKER: DB = BENCH MARK DISK
 FQ0831_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0831_SP_SET: COPPER-CLAD STEEL ROD
 FQ0831_STAMPING: 41 BKC 1968
 FQ0831_MARK LOGO: USGS  
 FQ0831_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0831+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0831
 FQ0831  HISTORY     - Date     Condition        Report By
 FQ0831  HISTORY     - 1968     MONUMENTED       USGS
 FQ0831
 FQ0831                          STATION DESCRIPTION
 FQ0831
 FQ0831'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0831'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0831'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0831'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0831'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0831'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0831'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0831'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0831'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 7.6 MILES.  OR,
 FQ0831'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0831'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0831'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0831'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0831'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0831'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 3.3
 FQ0831'MILES SOUTHWEST ALONG A DIRT ROAD, 45 FEET SOUTH OF THE CENTER OF THE
 FQ0831'ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0831'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0633 ***********************************************************************
 FP0633  DESIGNATION -  41 HLS
 FP0633  PID         -  FP0633
 FP0633  STATE/COUNTY-  AZ/APACHE
 FP0633  USGS QUAD   -  GANADO (1973)
 FP0633
 FP0633                         *CURRENT SURVEY CONTROL
 FP0633  ___________________________________________________________________
 FP0633* NAD 83(1986)-  35 38 16.     (N)    109 32 44.     (W)     SCALED    
 FP0633* NAVD 88     -      2073.894  (meters)    6804.10   (feet)  ADJUSTED  
 FP0633  ___________________________________________________________________
 FP0633  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FP0633  DYNAMIC HT  -        2071.029 (meters)    6794.70  (feet)  COMP
 FP0633  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 FP0633
 FP0633  VERT ORDER  -  SECOND    CLASS II
 FP0633
 FP0633.The horizontal coordinates were scaled from a topographic map and have
 FP0633.an estimated accuracy of +/- 6 seconds.
 FP0633
 FP0633.The orthometric height was determined by differential leveling
 FP0633.and adjusted by the National Geodetic Survey in June 1991..
 FP0633
 FP0633.The geoid height was determined by GEOID03.
 FP0633
 FP0633.The dynamic height is computed by dividing the NAVD 88
 FP0633.geopotential number by the normal gravity value computed on the
 FP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0633.degrees latitude (g = 980.6199 gals.).
 FP0633
 FP0633.The modeled gravity was interpolated from observed gravity values.
 FP0633
 FP0633;                    North         East    Units  Estimated Accuracy
 FP0633;SPC AZ E     -   514,500.      269,610.      MT  (+/- 180 meters Scaled)
 FP0633
 FP0633                          SUPERSEDED SURVEY CONTROL
 FP0633
 FP0633  NGVD 29 (??/??/92) 2072.89   (m)         6800.8    (f) COMPUTED    2 2
 FP0633
 FP0633.Superseded values are not recommended for survey control.
 FP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0633.See file dsdata.txt to determine how the superseded data were derived.
 FP0633
 FP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE316447(NAD 83)
 FP0633_MARKER: DB = BENCH MARK DISK
 FP0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0633_SP_SET: COPPER-CLAD STEEL ROD
 FP0633_STAMPING: 41 HLS 1970 6801
 FP0633_MARK LOGO: USGS  
 FP0633_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0633+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0633
 FP0633  HISTORY     - Date     Condition        Report By
 FP0633  HISTORY     - 1970     MONUMENTED       USGS
 FP0633
 FP0633                          STATION DESCRIPTION
 FP0633
 FP0633'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0633'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 5.1 MILES SOUTH
 FP0633'ALONG STATE HIGHWAY 63, 0.1 MILE SOUTH OF A STEEL TOWER TRANSMISSION
 FP0633'LINE CROSSING, 60 FEET WEST OF THE HIGHWAY, 55 FEET SOUTH OF A TRACK
 FP0633'ROAD, 44 FEET EAST OF WOODEN POWER POLE 33, 2 FEET EAST OF A WITNESS
 FP0633'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0633'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0838 ***********************************************************************
 DA0838  DESIGNATION -  4102+90
 DA0838  PID         -  DA0838
 DA0838  STATE/COUNTY-  AZ/MARICOPA
 DA0838  USGS QUAD   -  SENTINEL NE (1986)
 DA0838
 DA0838                         *CURRENT SURVEY CONTROL
 DA0838  ___________________________________________________________________
 DA0838* NAD 83(1986)-  32 53 43.     (N)    113 01 46.     (W)     SCALED    
 DA0838* NAVD 88     -       236.86   (+/-2cm)     777.1    (feet)  VERTCON   
 DA0838  ___________________________________________________________________
 DA0838  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DA0838
 DA0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0838
 DA0838.The horizontal coordinates were scaled from a topographic map and have
 DA0838.an estimated accuracy of +/- 6 seconds.
 DA0838
 DA0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0838.The vertical order pertains to the NGVD 29 superseded value.
 DA0838
 DA0838.The geoid height was determined by GEOID03.
 DA0838
 DA0838;                    North         East    Units  Estimated Accuracy
 DA0838;SPC AZ C     -   210,690.      109,250.      MT  (+/- 180 meters Scaled)
 DA0838
 DA0838                          SUPERSEDED SURVEY CONTROL
 DA0838
 DA0838  NGVD 29 (??/??/92)  236.252  (m)          775.10   (f) ADJ UNCH    2 0
 DA0838
 DA0838.Superseded values are not recommended for survey control.
 DA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0838.See file dsdata.txt to determine how the superseded data were derived.
 DA0838
 DA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB101415(NAD 83)
 DA0838_MARKER: DD = SURVEY DISK
 DA0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0838_SP_SET: BRIDGE
 DA0838_STAMPING: 775.03 4102 + 90 1953
 DA0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0838
 DA0838  HISTORY     - Date     Condition        Report By
 DA0838  HISTORY     - 1953     MONUMENTED       AZHD
 DA0838  HISTORY     - 1960     GOOD             NGS
 DA0838  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0838
 DA0838                          STATION DESCRIPTION
 DA0838
 DA0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0838'10.8 MI E FROM SENTINEL.
 DA0838'10.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0838'23 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0838'THE TOP AND CENTER OF THE SOUTH CONCRETE CURB OF A BRIDGE AND ABOUT
 DA0838'LEVEL WITH THE HIGHWAY.
 DA0838
 DA0838                          STATION RECOVERY (2006)
 DA0838
 DA0838'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0838'MARK NOT FOUND.  NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0185 ***********************************************************************
 CF0185  DESIGNATION -  4117
 CF0185  PID         -  CF0185
 CF0185  STATE/COUNTY-  AZ/COCHISE
 CF0185  USGS QUAD   -  DOUBLE ADOBE (1976)
 CF0185
 CF0185                         *CURRENT SURVEY CONTROL
 CF0185  ___________________________________________________________________
 CF0185* NAD 83(1986)-  31 29 45.     (N)    109 37 56.     (W)     SCALED    
 CF0185* NAVD 88     -      1255.568  (meters)    4119.31   (feet)  ADJUSTED  
 CF0185  ___________________________________________________________________
 CF0185  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0185  DYNAMIC HT  -        1253.614 (meters)    4112.90  (feet)  COMP
 CF0185  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CF0185
 CF0185  VERT ORDER  -  FIRST     CLASS II
 CF0185
 CF0185.The horizontal coordinates were scaled from a topographic map and have
 CF0185.an estimated accuracy of +/- 6 seconds.
 CF0185
 CF0185.The orthometric height was determined by differential leveling
 CF0185.and adjusted by the National Geodetic Survey in June 1991..
 CF0185
 CF0185.The geoid height was determined by GEOID03.
 CF0185
 CF0185.The dynamic height is computed by dividing the NAVD 88
 CF0185.geopotential number by the normal gravity value computed on the
 CF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0185.degrees latitude (g = 980.6199 gals.).
 CF0185
 CF0185.The modeled gravity was interpolated from observed gravity values.
 CF0185
 CF0185;                    North         East    Units  Estimated Accuracy
 CF0185;SPC AZ E     -    55,090.      264,130.      MT  (+/- 180 meters Scaled)
 CF0185
 CF0185                          SUPERSEDED SURVEY CONTROL
 CF0185
 CF0185  NGVD 29 (??/??/92) 1254.728  (m)         4116.55   (f) ADJ UNCH    1 2
 CF0185
 CF0185.Superseded values are not recommended for survey control.
 CF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0185.See file dsdata.txt to determine how the superseded data were derived.
 CF0185
 CF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV299853(NAD 83)
 CF0185_MARKER: P = PIPE CAP
 CF0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0185_STAMPING: 4117
 CF0185_PROJECTION: PROJECTING 14 CENTIMETERS
 CF0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0185_ROD/PIPE-DEPTH: 1.1  meters
 CF0185
 CF0185  HISTORY     - Date     Condition        Report By
 CF0185  HISTORY     - UNK      MONUMENTED       USGS
 CF0185  HISTORY     - 1934     GOOD             NGS
 CF0185  HISTORY     - 1980     GOOD             NGS
 CF0185
 CF0185                          STATION DESCRIPTION
 CF0185
 CF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0185'8.1 MI S FROM MCNEAL.
 CF0185'8.1 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY,
 CF0185'100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF A
 CF0185'TELEPHONE POLE, AND IN LINE WITH THE ROW OF POLES.  A UNITED STATES
 CF0185'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4117 AND RIVETED ON THE TOP OF
 CF0185'A 3 1/2-INCH IRON PIPE REINFORCED WITH CONCRETE.
 CF0185
 CF0185                          STATION RECOVERY (1980)
 CF0185
 CF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0185'12.4 KILOMETERS (7.75 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0185'THE POST OFFICE IN MCNEAL, 0.3 KILOMETER (0.2 MILE) SOUTH
 CF0185'OF HIGHWAY MILEPOST 11, 0.2 KILOMETER (0.1 MILE) NORTH
 CF0185'OF A PIPELINE CROSSING, IN LINE WITH A ROW OF POWER POLES,
 CF0185'25.9 METERS (85 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CF0185'HIGHWAY, 59.4 METERS (195 FEET) NORTHWEST OF POWER POLE
 CF0185'NUMBER 8, 4.7 METERS (15.4 FEET) SOUTHEAST OF POWER POLE
 CF0185'NUMBER 9, 4.5 METERS (14.8 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CF0185'FENCE. NOTE- CONCRETE AROUND PIPE IS CRACKED BUT PIPE IS SOLID.
 CF0185'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CF0185'THE MARK IS 0.6 M BELOW THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0072 ***********************************************************************
 CG0072  DESIGNATION -  4119.23
 CG0072  PID         -  CG0072
 CG0072  STATE/COUNTY-  AZ/COCHISE
 CG0072  USGS QUAD   -  BENSON (1983)
 CG0072
 CG0072                         *CURRENT SURVEY CONTROL
 CG0072  ___________________________________________________________________
 CG0072* NAD 83(1986)-  31 57 44.     (N)    110 21 39.     (W)     SCALED    
 CG0072* NAVD 88     -      1255.951  (meters)    4120.57   (feet)  ADJUSTED  
 CG0072  ___________________________________________________________________
 CG0072  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0072  DYNAMIC HT  -        1254.061 (meters)    4114.37  (feet)  COMP
 CG0072  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 CG0072
 CG0072  VERT ORDER  -  FIRST     CLASS II
 CG0072
 CG0072.The horizontal coordinates were scaled from a topographic map and have
 CG0072.an estimated accuracy of +/- 6 seconds.
 CG0072
 CG0072.The orthometric height was determined by differential leveling
 CG0072.and adjusted by the National Geodetic Survey in June 1991..
 CG0072
 CG0072.The geoid height was determined by GEOID03.
 CG0072
 CG0072.The dynamic height is computed by dividing the NAVD 88
 CG0072.geopotential number by the normal gravity value computed on the
 CG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0072.degrees latitude (g = 980.6199 gals.).
 CG0072
 CG0072.The modeled gravity was interpolated from observed gravity values.
 CG0072
 CG0072;                    North         East    Units  Estimated Accuracy
 CG0072;SPC AZ E     -   106,700.      195,010.      MT  (+/- 180 meters Scaled)
 CG0072
 CG0072                          SUPERSEDED SURVEY CONTROL
 CG0072
 CG0072  NGVD 29 (??/??/92) 1255.122  (m)         4117.85   (f) ADJ UNCH    1 2
 CG0072
 CG0072.Superseded values are not recommended for survey control.
 CG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0072.See file dsdata.txt to determine how the superseded data were derived.
 CG0072
 CG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA603364(NAD 83)
 CG0072_MARKER: DD = SURVEY DISK
 CG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0072_SP_SET: CULVERT
 CG0072_STAMPING: 4119.23 1223.89 1958
 CG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0072
 CG0072  HISTORY     - Date     Condition        Report By
 CG0072  HISTORY     - 1958     MONUMENTED       AZHD
 CG0072  HISTORY     - 1960     GOOD             NGS
 CG0072  HISTORY     - 1979     GOOD             NGS
 CG0072
 CG0072                          STATION DESCRIPTION
 CG0072
 CG0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0072'4.3 MI W FROM BENSON.
 CG0072'4.3 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0072'80, AT MILEPOST 289, 100 FEET SOUTHEAST OF AN EXIT ROAD LEADING TO A
 CG0072'FARMHOUSE, 1 FOOT HIGHER THAN HIGHWAY, 25 FEET SOUTHWEST OF HEADWALL.
 CG0072
 CG0072                          STATION RECOVERY (1979)
 CG0072
 CG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0072'2.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0072'OVERPASS AT BENSON, AT A THREE-CHANNEL BOX CULVERT, IN TOP OF THE
 CG0072'SOUTH HEADWALL OF THE EASTBOUND TRAFFIC LANE, 24.5 FEET SOUTH OF THE
 CG0072'CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 19.2 FEET WEST OF THE
 CG0072'EAST END OF THE HEADWALL.
 CG0072'THE MARK IS 1 FT ABOVE HIGHWAY LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0482 ***********************************************************************
 CG0482  DESIGNATION -  4121
 CG0482  PID         -  CG0482
 CG0482  STATE/COUNTY-  AZ/PIMA
 CG0482  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0482
 CG0482                         *CURRENT SURVEY CONTROL
 CG0482  ___________________________________________________________________
 CG0482* NAD 83(1986)-  31 58 04.     (N)    111 12 00.     (W)     SCALED    
 CG0482* NAVD 88     -      1257.14   (+/-2cm)    4124.5    (feet)  VERTCON   
 CG0482  ___________________________________________________________________
 CG0482  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0482
 CG0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0482
 CG0482.The horizontal coordinates were scaled from a topographic map and have
 CG0482.an estimated accuracy of +/- 6 seconds.
 CG0482
 CG0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0482.The vertical order pertains to the NGVD 29 superseded value.
 CG0482
 CG0482.The geoid height was determined by GEOID03.
 CG0482
 CG0482;                    North         East    Units  Estimated Accuracy
 CG0482;SPC AZ C     -   107,520.      281,100.      MT  (+/- 180 meters Scaled)
 CG0482
 CG0482                          SUPERSEDED SURVEY CONTROL
 CG0482
 CG0482  NGVD 29 (??/??/92) 1256.334  (m)         4121.82   (f) ADJ UNCH    2 0
 CG0482
 CG0482.Superseded values are not recommended for survey control.
 CG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0482.See file dsdata.txt to determine how the superseded data were derived.
 CG0482
 CG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA811368(NAD 83)
 CG0482_MARKER: DD = SURVEY DISK
 CG0482_SETTING: 80 = SET IN A BOULDER
 CG0482_SP_SET: BOULDER
 CG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0482+STABILITY: SURFACE MOTION
 CG0482
 CG0482  HISTORY     - Date     Condition        Report By
 CG0482  HISTORY     - UNK      MONUMENTED       USE
 CG0482  HISTORY     - 1935     GOOD             NGS
 CG0482  HISTORY     - 1976     GOOD             USGS
 CG0482
 CG0482                          STATION DESCRIPTION
 CG0482
 CG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0482'0.7 MI N FROM SAN XAVIER.
 CG0482'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 7.8 MILES
 CG0482'SOUTHWEST ALONG THE SOTO RANCH ROAD.  56 FEET WEST OF A DITCH, 22 FEET
 CG0482'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF THE LARGEST ONE
 CG0482'OF A GROUP OF BOULDERS.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CG0482'DISK.
 CG0482
 CG0482                          STATION RECOVERY (1976)
 CG0482
 CG0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0482'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS ROADS. TURN
 CG0482'LEFT, W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT,
 CG0482'CONTINUE WEST 1.0 MI TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND RD.
 CG0482'FORK. BEAR RIGHT, NW 2.2 MI TO TRANSMISSION LINE X-ING. CONTINUE
 CG0482'WEST-SOUTHWEST 2.5 MI. 75 FT N. CENTERLINE RD. SET IN TOP OF LARGE
 CG0482'ONE OF A GROUP OF BOULDERS. A STANDARD CORPS OF ENGINEERS, U.S. ARMY
 CG0482'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0332 ***********************************************************************
 ET0332  DESIGNATION -  4123
 ET0332  PID         -  ET0332
 ET0332  STATE/COUNTY-  AZ/YAVAPAI
 ET0332  USGS QUAD   -  BISMARCK MESA (1969)
 ET0332
 ET0332                         *CURRENT SURVEY CONTROL
 ET0332  ___________________________________________________________________
 ET0332* NAD 83(1986)-  34 24 47.     (N)    112 51 46.     (W)     SCALED    
 ET0332* NAVD 88     -      1260.019  (meters)    4133.91   (feet)  POSTED    
 ET0332  ___________________________________________________________________
 ET0332  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 ET0332  DYNAMIC HT  -        1258.400 (meters)    4128.60  (feet)  COMP
 ET0332  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 ET0332
 ET0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0332
 ET0332.The horizontal coordinates were scaled from a topographic map and have
 ET0332.an estimated accuracy of +/- 6 seconds.
 ET0332
 ET0332.The orthometric height was determined by differential leveling
 ET0332.and adjusted by the National Geodetic Survey in November 2005..
 ET0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0332.rate of 0.0 thru 1.0 mm/km.
 ET0332
 ET0332.The geoid height was determined by GEOID03.
 ET0332
 ET0332.The dynamic height is computed by dividing the NAVD 88
 ET0332.geopotential number by the normal gravity value computed on the
 ET0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0332.degrees latitude (g = 980.6199 gals.).
 ET0332
 ET0332.The modeled gravity was interpolated from observed gravity values.
 ET0332
 ET0332;                    North         East    Units  Estimated Accuracy
 ET0332;SPC AZ C     -   378,870.      126,390.      MT  (+/- 180 meters Scaled)
 ET0332
 ET0332                          SUPERSEDED SURVEY CONTROL
 ET0332
 ET0332  NGVD 29 (??/??/92) 1259.242  (m)         4131.36   (f) ADJ UNCH    1 2
 ET0332
 ET0332.Superseded values are not recommended for survey control.
 ET0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0332.See file dsdata.txt to determine how the superseded data were derived.
 ET0332
 ET0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD288095(NAD 83)
 ET0332_MARKER: DD = SURVEY DISK
 ET0332_SETTING: 80 = SET IN A BOULDER
 ET0332_SP_SET: BOULDER
 ET0332_STAMPING: 4123 PRSCT
 ET0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0332+STABILITY: SURFACE MOTION
 ET0332
 ET0332  HISTORY     - Date     Condition        Report By
 ET0332  HISTORY     - UNK      MONUMENTED       USGS
 ET0332  HISTORY     - 1950     GOOD             NGS
 ET0332
 ET0332                          STATION DESCRIPTION
 ET0332
 ET0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0332'3.9 MI E FROM HILLSIDE.
 ET0332'3.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0332'THE STATION AT HILLSIDE, 22 1/2 RAILS NORTHEAST OF MILEPOLE 98, IN THE
 ET0332'TOP OF A BLACK BOULDER PROJECTING 1 FOOT ABOVE GROUND, 66.9 FEET
 ET0332'NORTHWEST OF THE NORTHWEST RAIL, 34 1/2 FEET NORTHWEST OF A TELEPHONE
 ET0332'POLE, 29 FEET SOUTHEAST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE
 ET0332'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1755 ***********************************************************************
 DU1755  DESIGNATION -  412+49.99
 DU1755  PID         -  DU1755
 DU1755  STATE/COUNTY-  AZ/MARICOPA
 DU1755  USGS QUAD   -  CURRYS CORNER (1982)
 DU1755
 DU1755                         *CURRENT SURVEY CONTROL
 DU1755  ___________________________________________________________________
 DU1755* NAD 83(1986)-  33 38 30.     (N)    111 56 32.     (W)     SCALED    
 DU1755* NAVD 88     -       461.812  (meters)    1515.13   (feet)  ADJUSTED  
 DU1755  ___________________________________________________________________
 DU1755  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1755  DYNAMIC HT  -         461.261 (meters)    1513.32  (feet)  COMP
 DU1755  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DU1755
 DU1755  VERT ORDER  -  SECOND    CLASS I
 DU1755
 DU1755.The horizontal coordinates were scaled from a topographic map and have
 DU1755.an estimated accuracy of +/- 6 seconds.
 DU1755
 DU1755.The orthometric height was determined by differential leveling
 DU1755.and adjusted by the National Geodetic Survey in November 1993..
 DU1755
 DU1755.The geoid height was determined by GEOID03.
 DU1755
 DU1755.The dynamic height is computed by dividing the NAVD 88
 DU1755.geopotential number by the normal gravity value computed on the
 DU1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1755.degrees latitude (g = 980.6199 gals.).
 DU1755
 DU1755.The modeled gravity was interpolated from observed gravity values.
 DU1755
 DU1755;                    North         East    Units  Estimated Accuracy
 DU1755;SPC AZ C     -   292,910.      210,990.      MT  (+/- 180 meters Scaled)
 DU1755
 DU1755                          SUPERSEDED SURVEY CONTROL
 DU1755
 DU1755.No superseded survey control is available for this station.
 DU1755
 DU1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC126228(NAD 83)
 DU1755_MARKER: DD = SURVEY DISK
 DU1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1755_SP_SET: CONCRETE POST
 DU1755_STAMPING: 412+49.99
 DU1755_MARK LOGO: BOR   
 DU1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1755+STABILITY: SURFACE MOTION
 DU1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1755+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1755
 DU1755  HISTORY     - Date     Condition        Report By
 DU1755  HISTORY     - UNK      MONUMENTED       BOR
 DU1755  HISTORY     - 1984     GOOD             AZDT
 DU1755  HISTORY     - 20040628 GOOD             CAP
 DU1755
 DU1755                          STATION DESCRIPTION
 DU1755
 DU1755'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1755'IN PHOENIX.
 DU1755'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1755'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1755'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1755'FENCE OF THE CANAL FOR 9.415 KM (5.85 MI) TO THE MARK, 4.66 METERS
 DU1755'(15.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.1 METERS
 DU1755'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1755'CONCRETE POST.
 DU1755
 DU1755                          STATION RECOVERY (2004)
 DU1755
 DU1755'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0336 ***********************************************************************
 DU0336  DESIGNATION -  4125.75
 DU0336  PID         -  DU0336
 DU0336  STATE/COUNTY-  AZ/GILA
 DU0336  USGS QUAD   -  CHROME BUTTE (1966)
 DU0336
 DU0336                         *CURRENT SURVEY CONTROL
 DU0336  ___________________________________________________________________
 DU0336* NAD 83(1986)-  33 34 51.     (N)    110 39 09.     (W)     SCALED    
 DU0336* NAVD 88     -      1257.532  (meters)    4125.75   (feet)  ADJUSTED  
 DU0336  ___________________________________________________________________
 DU0336  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DU0336  DYNAMIC HT  -        1255.789 (meters)    4120.03  (feet)  COMP
 DU0336  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 DU0336
 DU0336  VERT ORDER  -  SECOND    CLASS 0
 DU0336
 DU0336.The horizontal coordinates were scaled from a topographic map and have
 DU0336.an estimated accuracy of +/- 6 seconds.
 DU0336
 DU0336.The orthometric height was determined by differential leveling
 DU0336.and adjusted by the National Geodetic Survey in June 1991..
 DU0336
 DU0336.The geoid height was determined by GEOID03.
 DU0336
 DU0336.The dynamic height is computed by dividing the NAVD 88
 DU0336.geopotential number by the normal gravity value computed on the
 DU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0336.degrees latitude (g = 980.6199 gals.).
 DU0336
 DU0336.The modeled gravity was interpolated from observed gravity values.
 DU0336
 DU0336;                    North         East    Units  Estimated Accuracy
 DU0336;SPC AZ E     -   286,270.      168,260.      MT  (+/- 180 meters Scaled)
 DU0336
 DU0336                          SUPERSEDED SURVEY CONTROL
 DU0336
 DU0336  NGVD 29 (??/??/92) 1256.858  (m)         4123.54   (f) ADJ UNCH    2 0
 DU0336
 DU0336.Superseded values are not recommended for survey control.
 DU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0336.See file dsdata.txt to determine how the superseded data were derived.
 DU0336
 DU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC322157(NAD 83)
 DU0336_MARKER: DD = SURVEY DISK
 DU0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0336_SP_SET: CULVERT
 DU0336_STAMPING: STA 973+32 EL 4125.75
 DU0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0336
 DU0336  HISTORY     - Date     Condition        Report By
 DU0336  HISTORY     - UNK      MONUMENTED       AZHD
 DU0336  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0336
 DU0336                          STATION DESCRIPTION
 DU0336
 DU0336'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0336'18.2 MI NE FROM GLOBE.
 DU0336'19.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0336'ABOUT 100 YARDS NORTH OF A CATTLE GUARD, IN THE TOP OF THE CENTER OF A
 DU0336'CONCRETE CULVERT, AND 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 DU0336'NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0336'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0253 ***********************************************************************
 GP0253  DESIGNATION -  4129.05
 GP0253  PID         -  GP0253
 GP0253  STATE/COUNTY-  AZ/COCONINO
 GP0253  USGS QUAD   -  EMMETT WASH (1985)
 GP0253
 GP0253                         *CURRENT SURVEY CONTROL
 GP0253  ___________________________________________________________________
 GP0253* NAD 83(1986)-  36 44 35.     (N)    111 45 12.     (W)     SCALED    
 GP0253* NAVD 88     -      1255.75   (+/-2cm)    4119.9    (feet)  VERTCON   
 GP0253  ___________________________________________________________________
 GP0253  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0253
 GP0253  VERT ORDER  -  ? (See Below)
 GP0253
 GP0253.The horizontal coordinates were scaled from a topographic map and have
 GP0253.an estimated accuracy of +/- 6 seconds.
 GP0253
 GP0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0253.The vertical order pertains to the NGVD 29 superseded value.
 GP0253
 GP0253.The geoid height was determined by GEOID03.
 GP0253
 GP0253;                    North         East    Units  Estimated Accuracy
 GP0253;SPC AZ C     -   636,970.      227,950.      MT  (+/- 180 meters Scaled)
 GP0253
 GP0253                          SUPERSEDED SURVEY CONTROL
 GP0253
 GP0253  NGVD 29 (??/??/92) 1254.832  (m)         4116.89   (f) ADJ UNCH    ?  
 GP0253
 GP0253.Superseded values are not recommended for survey control.
 GP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0253.See file dsdata.txt to determine how the superseded data were derived.
 GP0253
 GP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF327666(NAD 83)
 GP0253_MARKER: DD = SURVEY DISK
 GP0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0253_SP_SET: CULVERT
 GP0253_STAMPING: 4129.05 484+89 1933
 GP0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0253
 GP0253  HISTORY     - Date     Condition        Report By
 GP0253  HISTORY     - 1933     MONUMENTED       AZHD
 GP0253
 GP0253                          STATION DESCRIPTION
 GP0253
 GP0253'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0253'8.5 MI SW FROM MARBLE CANYON.
 GP0253'8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0253'MARBLE CANYON, COCONINO COUNTY, AT A 20-FOOT CONCRETE CULVERT, AND IN
 GP0253'THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0253'DEPARTMENT STANDARD DISK, STAMPED 4129.05 484+89 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0839 ***********************************************************************
 DA0839  DESIGNATION -  4133+45
 DA0839  PID         -  DA0839
 DA0839  STATE/COUNTY-  AZ/MARICOPA
 DA0839  USGS QUAD   -  SENTINEL NE (1986)
 DA0839
 DA0839                         *CURRENT SURVEY CONTROL
 DA0839  ___________________________________________________________________
 DA0839* NAD 83(1986)-  32 53 52.     (N)    113 01 06.     (W)     SCALED    
 DA0839* NAVD 88     -       234.75   (+/-2cm)     770.2    (feet)  VERTCON   
 DA0839  ___________________________________________________________________
 DA0839  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0839
 DA0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0839
 DA0839.The horizontal coordinates were scaled from a topographic map and have
 DA0839.an estimated accuracy of +/- 6 seconds.
 DA0839
 DA0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0839.The vertical order pertains to the NGVD 29 superseded value.
 DA0839
 DA0839.The geoid height was determined by GEOID03.
 DA0839
 DA0839;                    North         East    Units  Estimated Accuracy
 DA0839;SPC AZ C     -   210,950.      110,300.      MT  (+/- 180 meters Scaled)
 DA0839
 DA0839                          SUPERSEDED SURVEY CONTROL
 DA0839
 DA0839  NGVD 29 (??/??/92)  234.141  (m)          768.18   (f) ADJ UNCH    2 0
 DA0839
 DA0839.Superseded values are not recommended for survey control.
 DA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0839.See file dsdata.txt to determine how the superseded data were derived.
 DA0839
 DA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB112417(NAD 83)
 DA0839_MARKER: DD = SURVEY DISK
 DA0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0839_SP_SET: BRIDGE
 DA0839_STAMPING: 4133+45 768 + 17
 DA0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0839
 DA0839  HISTORY     - Date     Condition        Report By
 DA0839  HISTORY     - UNK      MONUMENTED       AZHD
 DA0839  HISTORY     - 1960     GOOD             NGS
 DA0839  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0839  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0839
 DA0839                          STATION DESCRIPTION
 DA0839
 DA0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0839'11.4 MI E FROM SENTINEL.
 DA0839'11.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0839'21.6 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET
 DA0839'IN THE TOP AND CENTER OF THE SOUTH CONCRETE CURB OF A BRIDGE AND ABOUT
 DA0839'5 INCHES HIGHER THAN THE ROADWAY.
 DA0839
 DA0839                          STATION RECOVERY (2006)
 DA0839
 DA0839'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0839'NOT FOUND. NEW BRIDGE.
 DA0839
 DA0839                          STATION RECOVERY (2006)
 DA0839
 DA0839'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0839'MARK NOT FOUND.  NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0071 ***********************************************************************
 CG0071  DESIGNATION -  4137.70
 CG0071  PID         -  CG0071
 CG0071  STATE/COUNTY-  AZ/COCHISE
 CG0071  USGS QUAD   -  BENSON (1983)
 CG0071
 CG0071                         *CURRENT SURVEY CONTROL
 CG0071  ___________________________________________________________________
 CG0071* NAD 83(1986)-  31 57 47.     (N)    110 22 23.     (W)     SCALED    
 CG0071* NAVD 88     -      1261.56   (+/-2cm)    4139.0    (feet)  VERTCON   
 CG0071  ___________________________________________________________________
 CG0071  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0071
 CG0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0071
 CG0071.The horizontal coordinates were scaled from a topographic map and have
 CG0071.an estimated accuracy of +/- 6 seconds.
 CG0071
 CG0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0071.The vertical order pertains to the NGVD 29 superseded value.
 CG0071
 CG0071.The geoid height was determined by GEOID03.
 CG0071
 CG0071;                    North         East    Units  Estimated Accuracy
 CG0071;SPC AZ E     -   106,790.      193,850.      MT  (+/- 180 meters Scaled)
 CG0071
 CG0071                          SUPERSEDED SURVEY CONTROL
 CG0071
 CG0071  NGVD 29 (??/??/92) 1260.743  (m)         4136.29   (f) ADJ UNCH    2 0
 CG0071
 CG0071.Superseded values are not recommended for survey control.
 CG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0071.See file dsdata.txt to determine how the superseded data were derived.
 CG0071
 CG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA592365(NAD 83)
 CG0071_MARKER: DD = SURVEY DISK
 CG0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0071_SP_SET: CULVERT
 CG0071_STAMPING: 4137.70 1185.30 1958
 CG0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0071
 CG0071  HISTORY     - Date     Condition        Report By
 CG0071  HISTORY     - 1958     MONUMENTED       AZHD
 CG0071  HISTORY     - 1960     GOOD             NGS
 CG0071  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0071
 CG0071                          STATION DESCRIPTION
 CG0071
 CG0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0071'5.1 MI W FROM BENSON.
 CG0071'5.1 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0071'80, 40 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CG0071'15 FEET LOWER THAN HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0071
 CG0071                          STATION RECOVERY (1979)
 CG0071
 CG0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0071'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0605 ***********************************************************************
 CG0605  DESIGNATION -  4139 3 E
 CG0605  PID         -  CG0605
 CG0605  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0605  USGS QUAD   -  RUBY (1981)
 CG0605
 CG0605                         *CURRENT SURVEY CONTROL
 CG0605  ___________________________________________________________________
 CG0605* NAD 83(1986)-  31 27 51.     (N)    111 14 19.     (W)     SCALED    
 CG0605* NAVD 88     -      1286.71   (+/-2cm)    4221.5    (feet)  VERTCON   
 CG0605  ___________________________________________________________________
 CG0605  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CG0605
 CG0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0605
 CG0605.The horizontal coordinates were scaled from a topographic map and have
 CG0605.an estimated accuracy of +/- 6 seconds.
 CG0605
 CG0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0605.The vertical order pertains to the NGVD 29 superseded value.
 CG0605
 CG0605.The geoid height was determined by GEOID03.
 CG0605
 CG0605;                    North         East    Units  Estimated Accuracy
 CG0605;SPC AZ C     -    51,660.      277,800.      MT  (+/- 180 meters Scaled)
 CG0605
 CG0605                          SUPERSEDED SURVEY CONTROL
 CG0605
 CG0605  NGVD 29 (??/??/92) 1285.828  (m)         4218.59   (f) ADJ UNCH    2 0
 CG0605
 CG0605.Superseded values are not recommended for survey control.
 CG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0605.See file dsdata.txt to determine how the superseded data were derived.
 CG0605
 CG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV773810(NAD 83)
 CG0605_MARKER: P = PIPE CAP
 CG0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0605_STAMPING: 4139 3 E
 CG0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0605
 CG0605  HISTORY     - Date     Condition        Report By
 CG0605  HISTORY     - UNK      MONUMENTED       USMS
 CG0605  HISTORY     - 1935     GOOD             NGS
 CG0605
 CG0605                          STATION DESCRIPTION
 CG0605
 CG0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0605'IN RUBY.
 CG0605'AT RUBY, SANTA CRUZ COUNTY, AT THE WEST EDGE OF THE SETTLEMENT, 150
 CG0605'FEET SOUTHWEST OF THE RUBY POOL AND LUNCH HALL (1935), ON THE SIDE OF
 CG0605'A HILL, AND 66 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A U.S.
 CG0605'MINERAL SURVEY STANDARD CAP, STAMPED 4139 3 E AND RIVETED ON THE TOP
 CG0605'OF A 1-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0340 ***********************************************************************
 ES0340  DESIGNATION -  4145
 ES0340  PID         -  ES0340
 ES0340  STATE/COUNTY-  AZ/YAVAPAI
 ES0340  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0340
 ES0340                         *CURRENT SURVEY CONTROL
 ES0340  ___________________________________________________________________
 ES0340* NAD 83(1986)-  34 26 02.     (N)    111 41 14.     (W)     SCALED    
 ES0340* NAVD 88     -      1264.53   (+/-2cm)    4148.7    (feet)  VERTCON   
 ES0340  ___________________________________________________________________
 ES0340  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0340
 ES0340  VERT ORDER  -  FIRST     CLASS II (See Below)
 ES0340
 ES0340.The horizontal coordinates were scaled from a topographic map and have
 ES0340.an estimated accuracy of +/- 6 seconds.
 ES0340
 ES0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0340.The vertical order pertains to the NGVD 29 superseded value.
 ES0340
 ES0340.The geoid height was determined by GEOID03.
 ES0340
 ES0340;                    North         East    Units  Estimated Accuracy
 ES0340;SPC AZ C     -   380,800.      234,450.      MT  (+/- 180 meters Scaled)
 ES0340
 ES0340                          SUPERSEDED SURVEY CONTROL
 ES0340
 ES0340  NGVD 29 (??/??/92) 1263.784  (m)         4146.26   (f) ADJ UNCH    1 2
 ES0340
 ES0340.Superseded values are not recommended for survey control.
 ES0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0340.See file dsdata.txt to determine how the superseded data were derived.
 ES0340
 ES0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD368104(NAD 83)
 ES0340_MARKER: O = CHISELED CIRCLE
 ES0340_SETTING: 66 = SET IN ROCK OUTCROP
 ES0340_SP_SET: GRANITE ROCK
 ES0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0340+STABILITY: POSITION/ELEVATION WELL
 ES0340
 ES0340  HISTORY     - Date     Condition        Report By
 ES0340  HISTORY     - UNK      MONUMENTED       USGS
 ES0340  HISTORY     - 1933     GOOD             NGS
 ES0340
 ES0340                          STATION DESCRIPTION
 ES0340
 ES0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0340'17.4 MI SE FROM CAMP VERDE.
 ES0340'AT SIDE OF HIGHWAY, 500 FEET SOUTH OF POINT WHERE HIGHWAY PASSES
 ES0340'BETWEEN TWO GRANITE STOCKS, ON TOP OF BOULDER PAINTED WHITE U.S. 4145
 ES0340'B.M., CHISELED POINT IN WHITE PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0308 ***********************************************************************
 GP0308  DESIGNATION -  4148.53
 GP0308  PID         -  GP0308
 GP0308  STATE/COUNTY-  AZ/COCONINO
 GP0308  USGS QUAD   -  FERRY SWALE (1985)
 GP0308
 GP0308                         *CURRENT SURVEY CONTROL
 GP0308  ___________________________________________________________________
 GP0308* NAD 83(1986)-  36 58 57.     (N)    111 33 03.     (W)     SCALED    
 GP0308* NAVD 88     -      1265.280  (meters)    4151.17   (feet)  ADJUSTED  
 GP0308  ___________________________________________________________________
 GP0308  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0308  DYNAMIC HT  -        1263.856 (meters)    4146.50  (feet)  COMP
 GP0308  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 GP0308
 GP0308  VERT ORDER  -  FIRST     CLASS II
 GP0308
 GP0308.The horizontal coordinates were scaled from a topographic map and have
 GP0308.an estimated accuracy of +/- 6 seconds.
 GP0308
 GP0308.The orthometric height was determined by differential leveling
 GP0308.and adjusted by the National Geodetic Survey in June 1991..
 GP0308.WARNING-Repeat measurements at this control monument indicate possible
 GP0308.vertical movement.
 GP0308
 GP0308.The geoid height was determined by GEOID03.
 GP0308
 GP0308.The dynamic height is computed by dividing the NAVD 88
 GP0308.geopotential number by the normal gravity value computed on the
 GP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0308.degrees latitude (g = 980.6199 gals.).
 GP0308
 GP0308.The modeled gravity was interpolated from observed gravity values.
 GP0308
 GP0308;                    North         East    Units  Estimated Accuracy
 GP0308;SPC AZ C     -   663,590.      245,930.      MT  (+/- 180 meters Scaled)
 GP0308
 GP0308                          SUPERSEDED SURVEY CONTROL
 GP0308
 GP0308  NGVD 29 (??/??/92) 1264.354  (m)         4148.13   (f) ADJ UNCH    1 2
 GP0308
 GP0308.Superseded values are not recommended for survey control.
 GP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0308.See file dsdata.txt to determine how the superseded data were derived.
 GP0308
 GP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF509930(NAD 83)
 GP0308_MARKER: DD = SURVEY DISK
 GP0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0308_SP_SET: CATTLE GUARD
 GP0308_STAMPING: 4148.53 1809.30 1961
 GP0308_MARK LOGO: AZHD  
 GP0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0308
 GP0308  HISTORY     - Date     Condition        Report By
 GP0308  HISTORY     - 1961     MONUMENTED       AZHD
 GP0308  HISTORY     - 1962     GOOD             NGS
 GP0308  HISTORY     - 1983     GOOD             NGS
 GP0308
 GP0308                          STATION DESCRIPTION
 GP0308
 GP0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0308'5.75 MI NW FROM PAGE.
 GP0308'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0308'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT A METAL AND
 GP0308'CONCRETE CATTLE GUARD ACROSS AN ASPHALT ROAD LEADING WEST-NORTHWEST,
 GP0308'128 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 89, 16 FEET
 GP0308'SOUTH-SOUTHWEST OF BENCH MARK G 405, ABOUT 15 INCHES ABOVE THE LEVEL
 GP0308'OF THE ASPHALT ROAD, AND SET IN THE TOP AND CENTER OF THE
 GP0308'SOUTH-SOUTHWEST CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0308
 GP0308                          STATION RECOVERY (1983)
 GP0308
 GP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1694 ***********************************************************************
 DV1694  DESIGNATION -  417 A
 DV1694  PID         -  DV1694
 DV1694  STATE/COUNTY-  AZ/MARICOPA
 DV1694  USGS QUAD   -  TOLLESON (1982)
 DV1694
 DV1694                         *CURRENT SURVEY CONTROL
 DV1694  ___________________________________________________________________
 DV1694* NAD 83(1986)-  33 28 10.     (N)    112 16 22.     (W)     SCALED    
 DV1694* NAVD 88     -       312.579  (meters)    1025.52   (feet)  ADJUSTED  
 DV1694  ___________________________________________________________________
 DV1694  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1694  DYNAMIC HT  -         312.212 (meters)    1024.32  (feet)  COMP
 DV1694  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 DV1694
 DV1694  VERT ORDER  -  SECOND    CLASS I
 DV1694
 DV1694.The horizontal coordinates were scaled from a topographic map and have
 DV1694.an estimated accuracy of +/- 6 seconds.
 DV1694
 DV1694.The orthometric height was determined by differential leveling
 DV1694.and adjusted by the National Geodetic Survey in November 1993..
 DV1694
 DV1694.The geoid height was determined by GEOID03.
 DV1694
 DV1694.The dynamic height is computed by dividing the NAVD 88
 DV1694.geopotential number by the normal gravity value computed on the
 DV1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1694.degrees latitude (g = 980.6199 gals.).
 DV1694
 DV1694.The modeled gravity was interpolated from observed gravity values.
 DV1694
 DV1694;                    North         East    Units  Estimated Accuracy
 DV1694;SPC AZ C     -   273,870.      180,260.      MT  (+/- 180 meters Scaled)
 DV1694
 DV1694                          SUPERSEDED SURVEY CONTROL
 DV1694
 DV1694.No superseded survey control is available for this station.
 DV1694
 DV1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817040(NAD 83)
 DV1694_MARKER: DB = BENCH MARK DISK
 DV1694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1694_SP_SET: CONCRETE ABUTMENT
 DV1694_STAMPING: 417-A
 DV1694_MARK LOGO: AZDT  
 DV1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1694+STABILITY: SURFACE MOTION
 DV1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1694+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1694
 DV1694  HISTORY     - Date     Condition        Report By
 DV1694  HISTORY     - 1982     MONUMENTED       AZDT
 DV1694  HISTORY     - 19960217 GOOD             USPSQD
 DV1694  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1694
 DV1694                          STATION DESCRIPTION
 DV1694
 DV1694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1694'IN TOLLESON.
 DV1694'IN TOLLESON, FROM INTERSTATE 10 AND 99TH AVENUE TRAVEL NORTH ALONG
 DV1694'99TH AVENUE FOR 0.45 MI (0.72 KM) TO CANAL BRIDGE AND STATION ON THE
 DV1694'SOUTHWEST ABUTMENT, 19 FT (5.79 METERS) WEST OF CENTERLINE OF 99TH
 DV1694'AVENUE, 1.5 FT (0.46 METERS) BELOW ROAD LEVEL ON CENTER OF CONCRETE
 DV1694'FOOTING, A STANDARD AZDT ALUMINIUM CAP.
 DV1694
 DV1694                          STATION RECOVERY (1996)
 DV1694
 DV1694'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1694'RECOVERED IN GOOD CONDITION.
 DV1694
 DV1694                          STATION RECOVERY (2006)
 DV1694
 DV1694'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1697 ***********************************************************************
 DV1697  DESIGNATION -  417 B
 DV1697  PID         -  DV1697
 DV1697  STATE/COUNTY-  AZ/MARICOPA
 DV1697  USGS QUAD   -  TOLLESON (1982)
 DV1697
 DV1697                         *CURRENT SURVEY CONTROL
 DV1697  ___________________________________________________________________
 DV1697* NAD 83(1986)-  33 28 45.     (N)    112 16 22.     (W)     SCALED    
 DV1697* NAVD 88     -       313.655  (meters)    1029.05   (feet)  ADJUSTED  
 DV1697  ___________________________________________________________________
 DV1697  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1697  DYNAMIC HT  -         313.287 (meters)    1027.84  (feet)  COMP
 DV1697  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1697
 DV1697  VERT ORDER  -  SECOND    CLASS I
 DV1697
 DV1697.The horizontal coordinates were scaled from a topographic map and have
 DV1697.an estimated accuracy of +/- 6 seconds.
 DV1697
 DV1697.The orthometric height was determined by differential leveling
 DV1697.and adjusted by the National Geodetic Survey in November 1993..
 DV1697
 DV1697.The geoid height was determined by GEOID03.
 DV1697
 DV1697.The dynamic height is computed by dividing the NAVD 88
 DV1697.geopotential number by the normal gravity value computed on the
 DV1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1697.degrees latitude (g = 980.6199 gals.).
 DV1697
 DV1697.The modeled gravity was interpolated from observed gravity values.
 DV1697
 DV1697;                    North         East    Units  Estimated Accuracy
 DV1697;SPC AZ C     -   274,950.      180,270.      MT  (+/- 180 meters Scaled)
 DV1697
 DV1697                          SUPERSEDED SURVEY CONTROL
 DV1697
 DV1697.No superseded survey control is available for this station.
 DV1697
 DV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817051(NAD 83)
 DV1697_MARKER: DB = BENCH MARK DISK
 DV1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1697_SP_SET: WELL PAD
 DV1697_STAMPING: 417-B
 DV1697_MARK LOGO: AZDT  
 DV1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1697+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1697
 DV1697  HISTORY     - Date     Condition        Report By
 DV1697  HISTORY     - 1982     MONUMENTED       AZDT
 DV1697  HISTORY     - 20060324 GOOD             USPSQD
 DV1697
 DV1697                          STATION DESCRIPTION
 DV1697
 DV1697'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1697'IN TOLLESON.
 DV1697'IN TOLLESON, FROM INTERSTATE 10 TRAVEL NORTH ON 99TH AVENUE FOR 1.2 MI
 DV1697'(1.9 KM) TO THOMAS ROAD AN THE STATION LOCATED ON A DEEP WATER WELL
 DV1697'PAD IN THE NORTHWEST CORNER OF INTERSECTION, 48.5 FT (14.78 METERS)
 DV1697'NORTH OF CENTERLINE OF THOMAS ROAD, 65 FT (19.81 METERS) WEST OF
 DV1697'CENTERLINE OF 99TH AVENUE, 6.3 FT (1.92 METERS) WEST OF EAST EDGE OF
 DV1697'THE PAD, 3.25 FT (0.99 METERS) NORTH OF SOUTH EDGE OF PAD, A STANDARD
 DV1697'AZDT ALUMINUM CAP EPOXIED ON WELL PAD.
 DV1697
 DV1697                          STATION RECOVERY (2006)
 DV1697
 DV1697'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1698 ***********************************************************************
 DV1698  DESIGNATION -  417 B 1
 DV1698  PID         -  DV1698
 DV1698  STATE/COUNTY-  AZ/MARICOPA
 DV1698  USGS QUAD   -  TOLLESON (1982)
 DV1698
 DV1698                         *CURRENT SURVEY CONTROL
 DV1698  ___________________________________________________________________
 DV1698* NAD 83(1986)-  33 28 45.     (N)    112 16 22.     (W)     SCALED    
 DV1698* NAVD 88     -       314.055  (meters)    1030.36   (feet)  ADJUSTED  
 DV1698  ___________________________________________________________________
 DV1698  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1698  DYNAMIC HT  -         313.687 (meters)    1029.15  (feet)  COMP
 DV1698  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1698
 DV1698  VERT ORDER  -  SECOND    CLASS I
 DV1698
 DV1698.The horizontal coordinates were scaled from a topographic map and have
 DV1698.an estimated accuracy of +/- 6 seconds.
 DV1698
 DV1698.The orthometric height was determined by differential leveling
 DV1698.and adjusted by the National Geodetic Survey in November 1993..
 DV1698
 DV1698.The geoid height was determined by GEOID03.
 DV1698
 DV1698.The dynamic height is computed by dividing the NAVD 88
 DV1698.geopotential number by the normal gravity value computed on the
 DV1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1698.degrees latitude (g = 980.6199 gals.).
 DV1698
 DV1698.The modeled gravity was interpolated from observed gravity values.
 DV1698
 DV1698;                    North         East    Units  Estimated Accuracy
 DV1698;SPC AZ C     -   274,950.      180,270.      MT  (+/- 180 meters Scaled)
 DV1698
 DV1698                          SUPERSEDED SURVEY CONTROL
 DV1698
 DV1698.No superseded survey control is available for this station.
 DV1698
 DV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817051(NAD 83)
 DV1698_MARKER: DB = BENCH MARK DISK
 DV1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1698_SP_SET: IRRIGATION DITCH HEADWALL
 DV1698_MARK LOGO: AZ-013
 DV1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1698+STABILITY: SURFACE MOTION
 DV1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1698+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1698
 DV1698  HISTORY     - Date     Condition        Report By
 DV1698  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1698  HISTORY     - 1982     GOOD             AZDT
 DV1698  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1698
 DV1698                          STATION DESCRIPTION
 DV1698
 DV1698'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1698'IN TOLLESON.
 DV1698'IN TOLLESON, FROM THE INTERSECTON OF INTERSTATE 10 TRAVEL NORTH ON
 DV1698'99TH AVENUE FOR 1.2 MI (1.93 KM) TO THE STATION ON A HEADWALL ON THE
 DV1698'NORTHWEST CORNER AT THE INTERSECTION OF THOMAS ROAD AND 99TH AVENUE,
 DV1698'37.0 FT (11.28 METERS) WEST OF CENTERLINE OF 99TH AVENUE, 44 FT
 DV1698'(13.41 METERS) NORTH OF CENTERLINE OF THOMAS ROAD, 46.8 FT
 DV1698'(14.26 METERS) NORTH NORTHWEST OF NORTHWEST CORNER 33. A STANDARD
 DV1698'MARICOPA COUNTY BRASS CAP SET IN CONCRETE HEADWALL.
 DV1698'NOTE--THE MARK IS NOT STAMPED.
 DV1698
 DV1698                          STATION RECOVERY (2006)
 DV1698
 DV1698'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1700 ***********************************************************************
 DV1700  DESIGNATION -  417 C
 DV1700  PID         -  DV1700
 DV1700  STATE/COUNTY-  AZ/MARICOPA
 DV1700  USGS QUAD   -  TOLLESON (1982)
 DV1700
 DV1700                         *CURRENT SURVEY CONTROL
 DV1700  ___________________________________________________________________
 DV1700* NAD 83(1986)-  33 29 03.     (N)    112 16 22.     (W)     SCALED    
 DV1700* NAVD 88     -       314.287  (meters)    1031.12   (feet)  ADJUSTED  
 DV1700  ___________________________________________________________________
 DV1700  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1700  DYNAMIC HT  -         313.918 (meters)    1029.91  (feet)  COMP
 DV1700  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 DV1700
 DV1700  VERT ORDER  -  SECOND    CLASS I
 DV1700
 DV1700.The horizontal coordinates were scaled from a topographic map and have
 DV1700.an estimated accuracy of +/- 6 seconds.
 DV1700
 DV1700.The orthometric height was determined by differential leveling
 DV1700.and adjusted by the National Geodetic Survey in November 1993..
 DV1700
 DV1700.The geoid height was determined by GEOID03.
 DV1700
 DV1700.The dynamic height is computed by dividing the NAVD 88
 DV1700.geopotential number by the normal gravity value computed on the
 DV1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1700.degrees latitude (g = 980.6199 gals.).
 DV1700
 DV1700.The modeled gravity was interpolated from observed gravity values.
 DV1700
 DV1700;                    North         East    Units  Estimated Accuracy
 DV1700;SPC AZ C     -   275,500.      180,270.      MT  (+/- 180 meters Scaled)
 DV1700
 DV1700                          SUPERSEDED SURVEY CONTROL
 DV1700
 DV1700.No superseded survey control is available for this station.
 DV1700
 DV1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817056(NAD 83)
 DV1700_MARKER: DB = BENCH MARK DISK
 DV1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1700_SP_SET: CONCRETE HEADGATE
 DV1700_STAMPING: 417-C
 DV1700_MARK LOGO: AZDT  
 DV1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1700+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1700
 DV1700  HISTORY     - Date     Condition        Report By
 DV1700  HISTORY     - 1982     MONUMENTED       AZDT
 DV1700  HISTORY     - 20060324 GOOD             USPSQD
 DV1700
 DV1700                          STATION DESCRIPTION
 DV1700
 DV1700'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1700'IN TOLLESON.
 DV1700'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ALONG
 DV1700'99TH AVENUE FOR 1.65 MI (2.66 KM) TO STATION ON LEFT, 27.5 FT (8.38
 DV1700'METERS) WEST OF THE CENTERLINE OF 99TH AVENUE, ON THE EAST SIDE OF A
 DV1700'NORTH-SOUTH CANAL, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CANAL
 DV1700'HEADGATE.
 DV1700
 DV1700                          STATION RECOVERY (2006)
 DV1700
 DV1700'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1702 ***********************************************************************
 DV1702  DESIGNATION -  417 D
 DV1702  PID         -  DV1702
 DV1702  STATE/COUNTY-  AZ/MARICOPA
 DV1702  USGS QUAD   -  TOLLESON (1982)
 DV1702
 DV1702                         *CURRENT SURVEY CONTROL
 DV1702  ___________________________________________________________________
 DV1702* NAD 83(1986)-  33 29 37.     (N)    112 16 22.     (W)     SCALED    
 DV1702* NAVD 88     -       315.068  (meters)    1033.69   (feet)  ADJUSTED  
 DV1702  ___________________________________________________________________
 DV1702  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1702  DYNAMIC HT  -         314.698 (meters)    1032.47  (feet)  COMP
 DV1702  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DV1702
 DV1702  VERT ORDER  -  SECOND    CLASS I
 DV1702
 DV1702.The horizontal coordinates were scaled from a topographic map and have
 DV1702.an estimated accuracy of +/- 6 seconds.
 DV1702
 DV1702.The orthometric height was determined by differential leveling
 DV1702.and adjusted by the National Geodetic Survey in November 1993..
 DV1702
 DV1702.The geoid height was determined by GEOID03.
 DV1702
 DV1702.The dynamic height is computed by dividing the NAVD 88
 DV1702.geopotential number by the normal gravity value computed on the
 DV1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1702.degrees latitude (g = 980.6199 gals.).
 DV1702
 DV1702.The modeled gravity was interpolated from observed gravity values.
 DV1702
 DV1702;                    North         East    Units  Estimated Accuracy
 DV1702;SPC AZ C     -   276,550.      180,270.      MT  (+/- 180 meters Scaled)
 DV1702
 DV1702                          SUPERSEDED SURVEY CONTROL
 DV1702
 DV1702.No superseded survey control is available for this station.
 DV1702
 DV1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817067(NAD 83)
 DV1702_MARKER: DB = BENCH MARK DISK
 DV1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1702_SP_SET: CONCRETE PAD
 DV1702_STAMPING: 417-D
 DV1702_MARK LOGO: AZDT  
 DV1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1702+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1702
 DV1702  HISTORY     - Date     Condition        Report By
 DV1702  HISTORY     - 1983     MONUMENTED       AZDT
 DV1702  HISTORY     - 20060324 GOOD             USPSQD
 DV1702
 DV1702                          STATION DESCRIPTION
 DV1702
 DV1702'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1702'3.5 KM (2.2 MI) NORTH FROM TOLLESON.
 DV1702'FROM THE INTERSECTION OF INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG
 DV1702'99TH AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DV1702'THE NORTHWEST CORNER, 56.0 FT (17.07 METERS) WEST OF CENTERLINE OF
 DV1702'99TH AVENUE, 56.0 FT (17.07 METERS) NORTH OF THE CENTERLINE OF INDIAN
 DV1702'SCHOOL ROAD, 1.0 FT (0.30 METERS) EAST OF PUMP FACE, A STANDARD AZDT
 DV1702'ALUMINIUM CAP EPOXIED ON A CONCRETE PAD ATTACHED TO A DEEP WELL
 DV1702'CASING.
 DV1702
 DV1702                          STATION RECOVERY (2006)
 DV1702
 DV1702'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1707 ***********************************************************************
 DV1707  DESIGNATION -  417 D 1
 DV1707  PID         -  DV1707
 DV1707  STATE/COUNTY-  AZ/MARICOPA
 DV1707  USGS QUAD   -  TOLLESON (1982)
 DV1707
 DV1707                         *CURRENT SURVEY CONTROL
 DV1707  ___________________________________________________________________
 DV1707* NAD 83(1986)-  33 29 37.     (N)    112 16 22.     (W)     SCALED    
 DV1707* NAVD 88     -       315.543  (meters)    1035.24   (feet)  ADJUSTED  
 DV1707  ___________________________________________________________________
 DV1707  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1707  DYNAMIC HT  -         315.173 (meters)    1034.03  (feet)  COMP
 DV1707  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DV1707
 DV1707  VERT ORDER  -  SECOND    CLASS I
 DV1707
 DV1707.The horizontal coordinates were scaled from a topographic map and have
 DV1707.an estimated accuracy of +/- 6 seconds.
 DV1707
 DV1707.The orthometric height was determined by differential leveling
 DV1707.and adjusted by the National Geodetic Survey in November 1993..
 DV1707
 DV1707.The geoid height was determined by GEOID03.
 DV1707
 DV1707.The dynamic height is computed by dividing the NAVD 88
 DV1707.geopotential number by the normal gravity value computed on the
 DV1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1707.degrees latitude (g = 980.6199 gals.).
 DV1707
 DV1707.The modeled gravity was interpolated from observed gravity values.
 DV1707
 DV1707;                    North         East    Units  Estimated Accuracy
 DV1707;SPC AZ C     -   276,550.      180,270.      MT  (+/- 180 meters Scaled)
 DV1707
 DV1707                          SUPERSEDED SURVEY CONTROL
 DV1707
 DV1707.No superseded survey control is available for this station.
 DV1707
 DV1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817067(NAD 83)
 DV1707_MARKER: DB = BENCH MARK DISK
 DV1707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1707_SP_SET: CONCRETE HEADWALL
 DV1707_MARK LOGO: AZDT  
 DV1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1707+STABILITY: SURFACE MOTION
 DV1707
 DV1707  HISTORY     - Date     Condition        Report By
 DV1707  HISTORY     - 1983     MONUMENTED       AZDT
 DV1707  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1707
 DV1707                          STATION DESCRIPTION
 DV1707
 DV1707'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1707'3.54 KM (2.2 MI) NORTH FROM TOLLESON.
 DV1707'FROM THE INTERSECTION OF INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG
 DV1707'99TH AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DV1707'THE NORTHWEST CORNER, 33.0 FT (10.06 METERS) WEST OF CENTERLINE OF
 DV1707'99TH AVENUE, 45.6 FT (13.90 METERS) NORTH OF INDIAN SCHOOL ROAD, A
 DV1707'STANDARD MARICOPA COUNTY BRASS CAP SET IN TOP OF CONCRETE HEADWALL.
 DV1707'NOTE--THE MARK IS NOT STAMPED.
 DV1707
 DV1707                          STATION RECOVERY (2006)
 DV1707
 DV1707'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1708 ***********************************************************************
 DV1708  DESIGNATION -  417 E
 DV1708  PID         -  DV1708
 DV1708  STATE/COUNTY-  AZ/MARICOPA
 DV1708  USGS QUAD   -  EL MIRAGE (1982)
 DV1708
 DV1708                         *CURRENT SURVEY CONTROL
 DV1708  ___________________________________________________________________
 DV1708* NAD 83(1986)-  33 30 04.     (N)    112 16 22.     (W)     SCALED    
 DV1708* NAVD 88     -       316.364  (meters)    1037.94   (feet)  ADJUSTED  
 DV1708  ___________________________________________________________________
 DV1708  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1708  DYNAMIC HT  -         315.992 (meters)    1036.72  (feet)  COMP
 DV1708  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 DV1708
 DV1708  VERT ORDER  -  SECOND    CLASS I
 DV1708
 DV1708.The horizontal coordinates were scaled from a topographic map and have
 DV1708.an estimated accuracy of +/- 6 seconds.
 DV1708
 DV1708.The orthometric height was determined by differential leveling
 DV1708.and adjusted by the National Geodetic Survey in November 1993..
 DV1708
 DV1708.The geoid height was determined by GEOID03.
 DV1708
 DV1708.The dynamic height is computed by dividing the NAVD 88
 DV1708.geopotential number by the normal gravity value computed on the
 DV1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1708.degrees latitude (g = 980.6199 gals.).
 DV1708
 DV1708.The modeled gravity was interpolated from observed gravity values.
 DV1708
 DV1708;                    North         East    Units  Estimated Accuracy
 DV1708;SPC AZ C     -   277,380.      180,270.      MT  (+/- 180 meters Scaled)
 DV1708
 DV1708                          SUPERSEDED SURVEY CONTROL
 DV1708
 DV1708.No superseded survey control is available for this station.
 DV1708
 DV1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817075(NAD 83)
 DV1708_MARKER: DB = BENCH MARK DISK
 DV1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1708_SP_SET: CONCRETE PAD
 DV1708_STAMPING: 417-E
 DV1708_MARK LOGO: AZDT  
 DV1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1708
 DV1708  HISTORY     - Date     Condition        Report By
 DV1708  HISTORY     - 1983     MONUMENTED       AZDT
 DV1708  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1708
 DV1708                          STATION DESCRIPTION
 DV1708
 DV1708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1708'4.19 KM (2.6 MI) NORTH FROM TOLLESON.
 DV1708'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1708'AVENUE FOR 2.6 MI (4.19 KM) TO STATION ON LEFT, 27 FT (8.41 METERS)
 DV1708'WEST OF WEST EDGE OF NORTH-SOUTH CANAL, 3.25 FT (1.01 METERS) NORTH OF
 DV1708'SOUTH EDGE OF PAD, 1.75 FT (0.54 METERS) WEST OF EAST SIDE OF PAD, A
 DV1708'STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE PAD FOR A DEEP WELL.
 DV1708
 DV1708                          STATION RECOVERY (2006)
 DV1708
 DV1708'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1710 ***********************************************************************
 DV1710  DESIGNATION -  417 F
 DV1710  PID         -  DV1710
 DV1710  STATE/COUNTY-  AZ/MARICOPA
 DV1710  USGS QUAD   -  EL MIRAGE (1982)
 DV1710
 DV1710                         *CURRENT SURVEY CONTROL
 DV1710  ___________________________________________________________________
 DV1710* NAD 83(1986)-  33 30 30.     (N)    112 16 22.     (W)     SCALED    
 DV1710* NAVD 88     -       318.594  (meters)    1045.25   (feet)  ADJUSTED  
 DV1710  ___________________________________________________________________
 DV1710  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1710  DYNAMIC HT  -         318.219 (meters)    1044.02  (feet)  COMP
 DV1710  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 DV1710
 DV1710  VERT ORDER  -  SECOND    CLASS I
 DV1710
 DV1710.The horizontal coordinates were scaled from a topographic map and have
 DV1710.an estimated accuracy of +/- 6 seconds.
 DV1710
 DV1710.The orthometric height was determined by differential leveling
 DV1710.and adjusted by the National Geodetic Survey in November 1993..
 DV1710
 DV1710.The geoid height was determined by GEOID03.
 DV1710
 DV1710.The dynamic height is computed by dividing the NAVD 88
 DV1710.geopotential number by the normal gravity value computed on the
 DV1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1710.degrees latitude (g = 980.6199 gals.).
 DV1710
 DV1710.The modeled gravity was interpolated from observed gravity values.
 DV1710
 DV1710;                    North         East    Units  Estimated Accuracy
 DV1710;SPC AZ C     -   278,180.      180,280.      MT  (+/- 180 meters Scaled)
 DV1710
 DV1710                          SUPERSEDED SURVEY CONTROL
 DV1710
 DV1710.No superseded survey control is available for this station.
 DV1710
 DV1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817083(NAD 83)
 DV1710_MARKER: DB = BENCH MARK DISK
 DV1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1710_SP_SET: CONCRETE PAD
 DV1710_STAMPING: 417-F
 DV1710_MARK LOGO: AZDT  
 DV1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1710+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1710
 DV1710  HISTORY     - Date     Condition        Report By
 DV1710  HISTORY     - 1982     MONUMENTED       AZDT
 DV1710  HISTORY     - 20060324 GOOD             USPSQD
 DV1710
 DV1710                          STATION DESCRIPTION
 DV1710
 DV1710'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1710'5.15 KM (3.2 MI) NORTH FROM TOLLESON.
 DV1710'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1710'AVENUE FOR 3.2 MI (5.15 KM) TO THE STATION AT THE NORTHWEST CORNER OF
 DV1710'CAMELBACK ROAD AND 99TH AVENUE, 137 FT (41.76 METERS) NORTH OF THE
 DV1710'CENTERLINE OF CAMELBACK ROAD, 17.2 FT (5.24 METERS) WEST OF THE WEST
 DV1710'EDGE OF THE CANAL, 0.5 FT (0.15 METERS) WEST OF EAST EDGE OF WELL PAD,
 DV1710'0.75 FT (0.23 METERS) EAST OF PUMP FACE, A STANDARD AZDT ALUMINIUM CAP
 DV1710'EPOXIED ON A CONCRETE DEEP WELL PAD.
 DV1710
 DV1710                          STATION RECOVERY (2006)
 DV1710
 DV1710'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1713 ***********************************************************************
 DV1713  DESIGNATION -  417 G
 DV1713  PID         -  DV1713
 DV1713  STATE/COUNTY-  AZ/MARICOPA
 DV1713  USGS QUAD   -  EL MIRAGE (1982)
 DV1713
 DV1713                         *CURRENT SURVEY CONTROL
 DV1713  ___________________________________________________________________
 DV1713* NAD 83(1986)-  33 31 20.     (N)    112 16 19.     (W)     SCALED    
 DV1713* NAVD 88     -       322.596  (meters)    1058.38   (feet)  ADJUSTED  
 DV1713  ___________________________________________________________________
 DV1713  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV1713  DYNAMIC HT  -         322.216 (meters)    1057.14  (feet)  COMP
 DV1713  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 DV1713
 DV1713  VERT ORDER  -  SECOND    CLASS I
 DV1713
 DV1713.The horizontal coordinates were scaled from a topographic map and have
 DV1713.an estimated accuracy of +/- 6 seconds.
 DV1713
 DV1713.The orthometric height was determined by differential leveling
 DV1713.and adjusted by the National Geodetic Survey in November 1993..
 DV1713
 DV1713.The geoid height was determined by GEOID03.
 DV1713
 DV1713.The dynamic height is computed by dividing the NAVD 88
 DV1713.geopotential number by the normal gravity value computed on the
 DV1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1713.degrees latitude (g = 980.6199 gals.).
 DV1713
 DV1713.The modeled gravity was interpolated from observed gravity values.
 DV1713
 DV1713;                    North         East    Units  Estimated Accuracy
 DV1713;SPC AZ C     -   279,720.      180,360.      MT  (+/- 180 meters Scaled)
 DV1713
 DV1713                          SUPERSEDED SURVEY CONTROL
 DV1713
 DV1713.No superseded survey control is available for this station.
 DV1713
 DV1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818099(NAD 83)
 DV1713_MARKER: DB = BENCH MARK DISK
 DV1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1713_SP_SET: CONCRETE PAD
 DV1713_STAMPING: 417-G
 DV1713_MARK LOGO: AZDT  
 DV1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1713+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1713
 DV1713  HISTORY     - Date     Condition        Report By
 DV1713  HISTORY     - 1982     MONUMENTED       AZDT
 DV1713  HISTORY     - 20060324 GOOD             USPSQD
 DV1713
 DV1713                          STATION DESCRIPTION
 DV1713
 DV1713'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1713'6.76 KM (4.2 MI) NORTH FROM TOLLESON.
 DV1713'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1713'AVENUE FOR 4.2 MI (6.76 KM) TO THE STATION, IN THE NORTHWEST CORNER OF
 DV1713'99TH AVENUE AND BETHANY HOME ROAD, 4.4 FT (1.34 METERS) WEST OF EAST
 DV1713'SIDE OF CONCRETE DEEP WELL PAD, 109 FT (33.2 METERS) WEST OF
 DV1713'CENTERLINE 99TH AVENUE, 0.8 FT (0.24 METERS) SOUTH OF PUMP FACE, A
 DV1713'STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE DEEP WELL PAD.
 DV1713
 DV1713                          STATION RECOVERY (2006)
 DV1713
 DV1713'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1719 ***********************************************************************
 DV1719  DESIGNATION -  417 H
 DV1719  PID         -  DV1719
 DV1719  STATE/COUNTY-  AZ/MARICOPA
 DV1719  USGS QUAD   -  EL MIRAGE (1982)
 DV1719
 DV1719                         *CURRENT SURVEY CONTROL
 DV1719  ___________________________________________________________________
 DV1719* NAD 83(1986)-  33 31 48.     (N)    112 16 13.     (W)     SCALED    
 DV1719* NAVD 88     -       323.349  (meters)    1060.85   (feet)  ADJUSTED  
 DV1719  ___________________________________________________________________
 DV1719  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1719  DYNAMIC HT  -         322.969 (meters)    1059.61  (feet)  COMP
 DV1719  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 DV1719
 DV1719  VERT ORDER  -  SECOND    CLASS I
 DV1719
 DV1719.The horizontal coordinates were scaled from a topographic map and have
 DV1719.an estimated accuracy of +/- 6 seconds.
 DV1719
 DV1719.The orthometric height was determined by differential leveling
 DV1719.and adjusted by the National Geodetic Survey in November 1993..
 DV1719
 DV1719.The geoid height was determined by GEOID03.
 DV1719
 DV1719.The dynamic height is computed by dividing the NAVD 88
 DV1719.geopotential number by the normal gravity value computed on the
 DV1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1719.degrees latitude (g = 980.6199 gals.).
 DV1719
 DV1719.The modeled gravity was interpolated from observed gravity values.
 DV1719
 DV1719;                    North         East    Units  Estimated Accuracy
 DV1719;SPC AZ C     -   280,580.      180,520.      MT  (+/- 180 meters Scaled)
 DV1719
 DV1719                          SUPERSEDED SURVEY CONTROL
 DV1719
 DV1719.No superseded survey control is available for this station.
 DV1719
 DV1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820107(NAD 83)
 DV1719_MARKER: DB = BENCH MARK DISK
 DV1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1719_SP_SET: CONCRETE PAD
 DV1719_STAMPING: 417-H
 DV1719_MARK LOGO: AZDT  
 DV1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1719+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1719
 DV1719  HISTORY     - Date     Condition        Report By
 DV1719  HISTORY     - 1982     MONUMENTED       AZDT
 DV1719  HISTORY     - 20060324 GOOD             USPSQD
 DV1719
 DV1719                          STATION DESCRIPTION
 DV1719
 DV1719'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1719'7.57 KM (4.7 MI) NORTH FROM TOLLESON.
 DV1719'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1719'AVENUE FOR 4.7 MI (7.57 KM) TO DEEP WATER WELL ON THE LEFT AND THE
 DV1719'MARK, 70 FT (21.3 METERS) EAST OF CENTERLINE OF 99TH AVENUE, 41.5 FT
 DV1719'(12.6 METERS) NORTHEAST OF POWER POLE NUMBER ONE-G OVER 1, 0.9 FT
 DV1719'(0.27 METERS) EAST OF WEST SIDE OF PAD, 1.3 FT (0.40 METERS) SOUTHWEST
 DV1719'OF PUMP FACE, A A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE DEEP
 DV1719'WELL PAD.
 DV1719
 DV1719                          STATION RECOVERY (2006)
 DV1719
 DV1719'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1722 ***********************************************************************
 DV1722  DESIGNATION -  417 J
 DV1722  PID         -  DV1722
 DV1722  STATE/COUNTY-  AZ/MARICOPA
 DV1722  USGS QUAD   -  EL MIRAGE (1982)
 DV1722
 DV1722                         *CURRENT SURVEY CONTROL
 DV1722  ___________________________________________________________________
 DV1722* NAD 83(1986)-  33 32 40.     (N)    112 16 15.     (W)     SCALED    
 DV1722* NAVD 88     -       328.017  (meters)    1076.17   (feet)  ADJUSTED  
 DV1722  ___________________________________________________________________
 DV1722  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1722  DYNAMIC HT  -         327.632 (meters)    1074.91  (feet)  COMP
 DV1722  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1722
 DV1722  VERT ORDER  -  SECOND    CLASS I
 DV1722
 DV1722.The horizontal coordinates were scaled from a topographic map and have
 DV1722.an estimated accuracy of +/- 6 seconds.
 DV1722
 DV1722.The orthometric height was determined by differential leveling
 DV1722.and adjusted by the National Geodetic Survey in November 1993..
 DV1722
 DV1722.The geoid height was determined by GEOID03.
 DV1722
 DV1722.The dynamic height is computed by dividing the NAVD 88
 DV1722.geopotential number by the normal gravity value computed on the
 DV1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1722.degrees latitude (g = 980.6199 gals.).
 DV1722
 DV1722.The modeled gravity was interpolated from observed gravity values.
 DV1722
 DV1722;                    North         East    Units  Estimated Accuracy
 DV1722;SPC AZ C     -   282,190.      180,470.      MT  (+/- 180 meters Scaled)
 DV1722
 DV1722                          SUPERSEDED SURVEY CONTROL
 DV1722
 DV1722.No superseded survey control is available for this station.
 DV1722
 DV1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820123(NAD 83)
 DV1722_MARKER: DB = BENCH MARK DISK
 DV1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1722_SP_SET: CONCRETE PAD
 DV1722_STAMPING: 417-J
 DV1722_MARK LOGO: AZDT  
 DV1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1722
 DV1722  HISTORY     - Date     Condition        Report By
 DV1722  HISTORY     - 1982     MONUMENTED       AZDT
 DV1722
 DV1722                          STATION DESCRIPTION
 DV1722
 DV1722'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1722'9.18 KM (5.7 MI) NORTH FROM TOLLESON.
 DV1722'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1722'AVENUE FOR 5.7 MI (9.18 KM) TO A DEEP WATER WELL AND THE MARK ON THE
 DV1722'LEFT, 85 FT (25.9 METERS) EAST OF THE CENTERLINE OF 99TH AVENUE, 41 FT
 DV1722'(12.5 METERS) EAST OF CENTERLINE OF NORTH-SOUTH CANAL, 1.3 FT
 DV1722'(0.40 METERS) SOUTHWEST OF PUMP FACE, A STANDARD AZDT ALUMINIUM CAP
 DV1722'EPOXIED ON A CONCRETE DEEP WELL PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1723 ***********************************************************************
 DV1723  DESIGNATION -  417 J 1
 DV1723  PID         -  DV1723
 DV1723  STATE/COUNTY-  AZ/MARICOPA
 DV1723  USGS QUAD   -  EL MIRAGE (1982)
 DV1723
 DV1723                         *CURRENT SURVEY CONTROL
 DV1723  ___________________________________________________________________
 DV1723* NAD 83(1986)-  33 32 40.     (N)    112 16 15.     (W)     SCALED    
 DV1723* NAVD 88     -       327.981  (meters)    1076.05   (feet)  ADJUSTED  
 DV1723  ___________________________________________________________________
 DV1723  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1723  DYNAMIC HT  -         327.596 (meters)    1074.79  (feet)  COMP
 DV1723  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1723
 DV1723  VERT ORDER  -  SECOND    CLASS I
 DV1723
 DV1723.The horizontal coordinates were scaled from a topographic map and have
 DV1723.an estimated accuracy of +/- 6 seconds.
 DV1723
 DV1723.The orthometric height was determined by differential leveling
 DV1723.and adjusted by the National Geodetic Survey in November 1993..
 DV1723
 DV1723.The geoid height was determined by GEOID03.
 DV1723
 DV1723.The dynamic height is computed by dividing the NAVD 88
 DV1723.geopotential number by the normal gravity value computed on the
 DV1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1723.degrees latitude (g = 980.6199 gals.).
 DV1723
 DV1723.The modeled gravity was interpolated from observed gravity values.
 DV1723
 DV1723;                    North         East    Units  Estimated Accuracy
 DV1723;SPC AZ C     -   282,190.      180,470.      MT  (+/- 180 meters Scaled)
 DV1723
 DV1723                          SUPERSEDED SURVEY CONTROL
 DV1723
 DV1723.No superseded survey control is available for this station.
 DV1723
 DV1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820123(NAD 83)
 DV1723_MARKER: DB = BENCH MARK DISK
 DV1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1723_SP_SET: CONCRETE HEADGATE
 DV1723_MARK LOGO: SRVWUA
 DV1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1723+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1723
 DV1723  HISTORY     - Date     Condition        Report By
 DV1723  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1723  HISTORY     - 1982     GOOD             AZDT
 DV1723  HISTORY     - 20060324 GOOD             USPSQD
 DV1723
 DV1723                          STATION DESCRIPTION
 DV1723
 DV1723'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1723'9.18 KM (5.7 MI) NORTH FROM TOLLESON.
 DV1723'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1723'AVENUE FOR 5.7 MI (9.18 KM) TO THE CAP ON THE LEFT, 27.3 FT
 DV1723'(8.32 METERS) WEST OF THE CENTERLINE OF 99TH AVENUE, 26.0 FT
 DV1723'(7.92 METERS) NORTH OF THE CENTERLINE OF A CONCRETE BRIDGE OVER A
 DV1723'NORTH-SOUTH CANAL, A STANDARD BRASS CAP SET IN A CONCRETE HEADGATE.
 DV1723'NOTE--THE MARK IS NOT STAMPED.
 DV1723
 DV1723                          STATION RECOVERY (2006)
 DV1723
 DV1723'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1724 ***********************************************************************
 DV1724  DESIGNATION -  417 J 2
 DV1724  PID         -  DV1724
 DV1724  STATE/COUNTY-  AZ/MARICOPA
 DV1724  USGS QUAD   -  EL MIRAGE (1982)
 DV1724
 DV1724                         *CURRENT SURVEY CONTROL
 DV1724  ___________________________________________________________________
 DV1724* NAD 83(1986)-  33 32 53.     (N)    112 16 15.     (W)     SCALED    
 DV1724* NAVD 88     -       328.521  (meters)    1077.82   (feet)  ADJUSTED  
 DV1724  ___________________________________________________________________
 DV1724  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV1724  DYNAMIC HT  -         328.136 (meters)    1076.56  (feet)  COMP
 DV1724  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 DV1724
 DV1724  VERT ORDER  -  SECOND    CLASS I
 DV1724
 DV1724.The horizontal coordinates were scaled from a topographic map and have
 DV1724.an estimated accuracy of +/- 6 seconds.
 DV1724
 DV1724.The orthometric height was determined by differential leveling
 DV1724.and adjusted by the National Geodetic Survey in November 1993..
 DV1724
 DV1724.The geoid height was determined by GEOID03.
 DV1724
 DV1724.The dynamic height is computed by dividing the NAVD 88
 DV1724.geopotential number by the normal gravity value computed on the
 DV1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1724.degrees latitude (g = 980.6199 gals.).
 DV1724
 DV1724.The modeled gravity was interpolated from observed gravity values.
 DV1724
 DV1724;                    North         East    Units  Estimated Accuracy
 DV1724;SPC AZ C     -   282,590.      180,470.      MT  (+/- 180 meters Scaled)
 DV1724
 DV1724                          SUPERSEDED SURVEY CONTROL
 DV1724
 DV1724.No superseded survey control is available for this station.
 DV1724
 DV1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820127(NAD 83)
 DV1724_MARKER: DB = BENCH MARK DISK
 DV1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1724_SP_SET: CONCRETE HEADGATE
 DV1724_MARK LOGO: SRVWUA
 DV1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1724
 DV1724  HISTORY     - Date     Condition        Report By
 DV1724  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1724  HISTORY     - 1982     GOOD             AZDT
 DV1724  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1724
 DV1724                          STATION DESCRIPTION
 DV1724
 DV1724'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1724'9.58 KM (5.95 MI) NORTH FROM TOLLESON.
 DV1724'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1724'AVENUE FOR 5.95 MI (9.58 KM) TO CANAL HEADGATE AND MARK ON THE LEFT,
 DV1724'27.7 FT (8.44 METERS) WEST OF CENTERLINE OF 99TH AVENUE, 31.3 FT
 DV1724'(9.54 METERS) SOUTH OF CENTERLINE OF SERVICE ROAD, 37.5 FT
 DV1724'(11.43 METERS) SOUTH OF OLD CORNER POST, A STANDARD BRASS CAP SET IN
 DV1724'CONCRETE HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1724
 DV1724                          STATION RECOVERY (2006)
 DV1724
 DV1724'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1725 ***********************************************************************
 DV1725  DESIGNATION -  417 J 3
 DV1725  PID         -  DV1725
 DV1725  STATE/COUNTY-  AZ/MARICOPA
 DV1725  USGS QUAD   -  EL MIRAGE (1982)
 DV1725
 DV1725                         *CURRENT SURVEY CONTROL
 DV1725  ___________________________________________________________________
 DV1725* NAD 83(1986)-  33 33 04.     (N)    112 16 19.     (W)     SCALED    
 DV1725* NAVD 88     -       329.400  (meters)    1080.71   (feet)  ADJUSTED  
 DV1725  ___________________________________________________________________
 DV1725  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV1725  DYNAMIC HT  -         329.013 (meters)    1079.44  (feet)  COMP
 DV1725  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1725
 DV1725  VERT ORDER  -  SECOND    CLASS I
 DV1725
 DV1725.The horizontal coordinates were scaled from a topographic map and have
 DV1725.an estimated accuracy of +/- 6 seconds.
 DV1725
 DV1725.The orthometric height was determined by differential leveling
 DV1725.and adjusted by the National Geodetic Survey in November 1993..
 DV1725
 DV1725.The geoid height was determined by GEOID03.
 DV1725
 DV1725.The dynamic height is computed by dividing the NAVD 88
 DV1725.geopotential number by the normal gravity value computed on the
 DV1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1725.degrees latitude (g = 980.6199 gals.).
 DV1725
 DV1725.The modeled gravity was interpolated from observed gravity values.
 DV1725
 DV1725;                    North         East    Units  Estimated Accuracy
 DV1725;SPC AZ C     -   282,930.      180,370.      MT  (+/- 180 meters Scaled)
 DV1725
 DV1725                          SUPERSEDED SURVEY CONTROL
 DV1725
 DV1725.No superseded survey control is available for this station.
 DV1725
 DV1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC819131(NAD 83)
 DV1725_MARKER: DB = BENCH MARK DISK
 DV1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1725_SP_SET: CONCRETE HEADGATE
 DV1725_MARK LOGO: SRVWUA
 DV1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1725+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1725
 DV1725  HISTORY     - Date     Condition        Report By
 DV1725  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1725  HISTORY     - 1982     GOOD             AZDT
 DV1725  HISTORY     - 20060325 GOOD             USPSQD
 DV1725
 DV1725                          STATION DESCRIPTION
 DV1725
 DV1725'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1725'9.98 KM (6.2 MI) NORTH FROM TOLLESON.
 DV1725'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1725'AVENUE FOR 6.2 MI (9.98 KM) TO THE INTERSECTION OF NORTHERN AVENUE,
 DV1725'THE MARK ON THE SOUTHWEST CORNER, 28.5 FT (8.69 METERS) WEST OF
 DV1725'CENTERLINE OF 99TH AVENUE, 55.7 FT (16.98 METERS) SOUTH OF CENTERLINE
 DV1725'OF NORTHERN AVENUE, A STANDARD BRASS CAP IN CONCRETE CANAL HEADGATE.
 DV1725'NOTE--THE MARK IS NOT STAMPED.
 DV1725
 DV1725                          STATION RECOVERY (2006)
 DV1725
 DV1725'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1726 ***********************************************************************
 DV1726  DESIGNATION -  417 K
 DV1726  PID         -  DV1726
 DV1726  STATE/COUNTY-  AZ/MARICOPA
 DV1726  USGS QUAD   -  EL MIRAGE (1982)
 DV1726
 DV1726                         *CURRENT SURVEY CONTROL
 DV1726  ___________________________________________________________________
 DV1726* NAD 83(1986)-  33 33 20.     (N)    112 16 21.     (W)     SCALED    
 DV1726* NAVD 88     -       331.228  (meters)    1086.70   (feet)  ADJUSTED  
 DV1726  ___________________________________________________________________
 DV1726  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV1726  DYNAMIC HT  -         330.839 (meters)    1085.43  (feet)  COMP
 DV1726  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1726
 DV1726  VERT ORDER  -  SECOND    CLASS I
 DV1726
 DV1726.The horizontal coordinates were scaled from a topographic map and have
 DV1726.an estimated accuracy of +/- 6 seconds.
 DV1726
 DV1726.The orthometric height was determined by differential leveling
 DV1726.and adjusted by the National Geodetic Survey in November 1993..
 DV1726
 DV1726.The geoid height was determined by GEOID03.
 DV1726
 DV1726.The dynamic height is computed by dividing the NAVD 88
 DV1726.geopotential number by the normal gravity value computed on the
 DV1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1726.degrees latitude (g = 980.6199 gals.).
 DV1726
 DV1726.The modeled gravity was interpolated from observed gravity values.
 DV1726
 DV1726;                    North         East    Units  Estimated Accuracy
 DV1726;SPC AZ C     -   283,420.      180,320.      MT  (+/- 180 meters Scaled)
 DV1726
 DV1726                          SUPERSEDED SURVEY CONTROL
 DV1726
 DV1726.No superseded survey control is available for this station.
 DV1726
 DV1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818136(NAD 83)
 DV1726_MARKER: DB = BENCH MARK DISK
 DV1726_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1726_SP_SET: CONCRETE POWER TOWER PAD
 DV1726_STAMPING: 417-K
 DV1726_MARK LOGO: AZDT  
 DV1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1726+STABILITY: SURFACE MOTION
 DV1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1726+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1726
 DV1726  HISTORY     - Date     Condition        Report By
 DV1726  HISTORY     - 1982     MONUMENTED       AZDT
 DV1726  HISTORY     - 20011020 GOOD             USPSQD
 DV1726  HISTORY     - 20060325 GOOD             USPSQD
 DV1726
 DV1726                          STATION DESCRIPTION
 DV1726
 DV1726'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1726'10.46 KM (6.5 MI) NORTH FROM TOLLESON.
 DV1726'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1726'AVENUE FOR 6.5 MI (10.46 KM) TO DEEP WATER WELL AND MARK ON THE LEFT,
 DV1726'32 FT (9.75 METERS) WEST OF CENTERLINE OF 99TH AVENUE, A STANDARD AZDT
 DV1726'ALUMINIUM CAP EPOXIED ON CONCRETE BASE OF HIGH VOLTAGE TOWER.
 DV1726
 DV1726                          STATION RECOVERY (2001)
 DV1726
 DV1726'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1726'RECOVERED IN GOOD CONDITION.
 DV1726
 DV1726                          STATION RECOVERY (2006)
 DV1726
 DV1726'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1732 ***********************************************************************
 DV1732  DESIGNATION -  417 L
 DV1732  PID         -  DV1732
 DV1732  STATE/COUNTY-  AZ/MARICOPA
 DV1732  USGS QUAD   -  EL MIRAGE (1982)
 DV1732
 DV1732                         *CURRENT SURVEY CONTROL
 DV1732  ___________________________________________________________________
 DV1732* NAD 83(1986)-  33 33 45.     (N)    112 16 21.     (W)     SCALED    
 DV1732* NAVD 88     -       334.820  (meters)    1098.49   (feet)  ADJUSTED  
 DV1732  ___________________________________________________________________
 DV1732  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV1732  DYNAMIC HT  -         334.427 (meters)    1097.20  (feet)  COMP
 DV1732  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 DV1732
 DV1732  VERT ORDER  -  SECOND    CLASS I
 DV1732
 DV1732.The horizontal coordinates were scaled from a topographic map and have
 DV1732.an estimated accuracy of +/- 6 seconds.
 DV1732
 DV1732.The orthometric height was determined by differential leveling
 DV1732.and adjusted by the National Geodetic Survey in November 1993..
 DV1732
 DV1732.The geoid height was determined by GEOID03.
 DV1732
 DV1732.The dynamic height is computed by dividing the NAVD 88
 DV1732.geopotential number by the normal gravity value computed on the
 DV1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1732.degrees latitude (g = 980.6199 gals.).
 DV1732
 DV1732.The modeled gravity was interpolated from observed gravity values.
 DV1732
 DV1732;                    North         East    Units  Estimated Accuracy
 DV1732;SPC AZ C     -   284,190.      180,320.      MT  (+/- 180 meters Scaled)
 DV1732
 DV1732                          SUPERSEDED SURVEY CONTROL
 DV1732
 DV1732.No superseded survey control is available for this station.
 DV1732
 DV1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818143(NAD 83)
 DV1732_MARKER: DB = BENCH MARK DISK
 DV1732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1732_SP_SET: BRIDGE ABUTMENT
 DV1732_STAMPING: 417-L 1976
 DV1732_MARK LOGO: AZDT  
 DV1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1732+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1732
 DV1732  HISTORY     - Date     Condition        Report By
 DV1732  HISTORY     - 1976     MONUMENTED       AZDT
 DV1732  HISTORY     - 1982     GOOD             AZDT
 DV1732  HISTORY     - 20011020 GOOD             USPSQD
 DV1732  HISTORY     - 20040222 GOOD             USPSQD
 DV1732  HISTORY     - 20060325 GOOD             USPSQD
 DV1732
 DV1732                          STATION DESCRIPTION
 DV1732
 DV1732'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1732'11.75 KM (7.3 MI) NORTH FROM TOLLESON.
 DV1732'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1732'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE TRAVEL EAST ON
 DV1732'OLIVE AVENUE FOR 0.1 MI (0.16 KM) TO NEW RIVER BRIDGE AND THE MARK ON
 DV1732'THE NORTH END OF THE WEST ABUTMENT, 1.15 FT (0.35 METERS) WEST OF A
 DV1732'EXPANSION JOINT, 22.5 FT (6.85 METERS) SOUTH OF POWER POLE 1/12, A
 DV1732'STANDARD AZDT ALUMINIUM CAP.
 DV1732
 DV1732                          STATION RECOVERY (2001)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1732'RECOVERED IN GOOD CONDITION.
 DV1732
 DV1732                          STATION RECOVERY (2004)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1732'RECOVERED AS DESCRIBED.
 DV1732
 DV1732                          STATION RECOVERY (2006)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1736 ***********************************************************************
 DV1736  DESIGNATION -  417 M
 DV1736  PID         -  DV1736
 DV1736  STATE/COUNTY-  AZ/MARICOPA
 DV1736  USGS QUAD   -  EL MIRAGE (1982)
 DV1736
 DV1736                         *CURRENT SURVEY CONTROL
 DV1736  ___________________________________________________________________
 DV1736* NAD 83(1986)-  33 34 00.     (N)    112 15 18.     (W)     SCALED    
 DV1736* NAVD 88     -       339.035  (meters)    1112.32   (feet)  ADJUSTED  
 DV1736  ___________________________________________________________________
 DV1736  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV1736  DYNAMIC HT  -         338.641 (meters)    1111.02  (feet)  COMP
 DV1736  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DV1736
 DV1736  VERT ORDER  -  SECOND    CLASS I
 DV1736
 DV1736.The horizontal coordinates were scaled from a topographic map and have
 DV1736.an estimated accuracy of +/- 6 seconds.
 DV1736
 DV1736.The orthometric height was determined by differential leveling
 DV1736.and adjusted by the National Geodetic Survey in November 1993..
 DV1736
 DV1736.The geoid height was determined by GEOID03.
 DV1736
 DV1736.The dynamic height is computed by dividing the NAVD 88
 DV1736.geopotential number by the normal gravity value computed on the
 DV1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1736.degrees latitude (g = 980.6199 gals.).
 DV1736
 DV1736.The modeled gravity was interpolated from observed gravity values.
 DV1736
 DV1736;                    North         East    Units  Estimated Accuracy
 DV1736;SPC AZ C     -   284,650.      181,950.      MT  (+/- 180 meters Scaled)
 DV1736
 DV1736                          SUPERSEDED SURVEY CONTROL
 DV1736
 DV1736.No superseded survey control is available for this station.
 DV1736
 DV1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835148(NAD 83)
 DV1736_MARKER: DB = BENCH MARK DISK
 DV1736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1736_SP_SET: CONCRETE PAD
 DV1736_STAMPING: 417-M 1982
 DV1736_MARK LOGO: AZDT  
 DV1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1736
 DV1736  HISTORY     - Date     Condition        Report By
 DV1736  HISTORY     - 1982     MONUMENTED       AZDT
 DV1736  HISTORY     - 20011020 GOOD             USPSQD
 DV1736  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1736
 DV1736                          STATION DESCRIPTION
 DV1736
 DV1736'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1736'13.52 KM (8.4 MI) NORTH FROM TOLLESON.
 DV1736'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1736'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST 1.2 MI
 DV1736'(1.93 KM) TO 91ST AVENUE AND THE STATION ON THE NORTHEAST CORNER, 57
 DV1736'FT (17.37 METERS) NORTH OF CENTERLINE OF OLIVE AVENUE, 49 FT
 DV1736'(14.93 METERS) EAST OF CENTER LINE OF 91ST AVENUE, 1.0 FT NORTHWEST OF
 DV1736'PUMP FACE, A A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE PAD
 DV1736'ATTACHED TO A DEEP WELL CASING.
 DV1736
 DV1736                          STATION RECOVERY (2001)
 DV1736
 DV1736'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1736'RECOVERED IN GOOD CONDITION.
 DV1736
 DV1736                          STATION RECOVERY (2006)
 DV1736
 DV1736'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1737 ***********************************************************************
 DV1737  DESIGNATION -  417 M 1
 DV1737  PID         -  DV1737
 DV1737  STATE/COUNTY-  AZ/MARICOPA
 DV1737  USGS QUAD   -  EL MIRAGE (1982)
 DV1737
 DV1737                         *CURRENT SURVEY CONTROL
 DV1737  ___________________________________________________________________
 DV1737* NAD 83(1986)-  33 34 00.     (N)    112 15 18.     (W)     SCALED    
 DV1737* NAVD 88     -       339.489  (meters)    1113.81   (feet)  ADJUSTED  
 DV1737  ___________________________________________________________________
 DV1737  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV1737  DYNAMIC HT  -         339.094 (meters)    1112.51  (feet)  COMP
 DV1737  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DV1737
 DV1737  VERT ORDER  -  SECOND    CLASS I
 DV1737
 DV1737.The horizontal coordinates were scaled from a topographic map and have
 DV1737.an estimated accuracy of +/- 6 seconds.
 DV1737
 DV1737.The orthometric height was determined by differential leveling
 DV1737.and adjusted by the National Geodetic Survey in November 1993..
 DV1737
 DV1737.The geoid height was determined by GEOID03.
 DV1737
 DV1737.The dynamic height is computed by dividing the NAVD 88
 DV1737.geopotential number by the normal gravity value computed on the
 DV1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1737.degrees latitude (g = 980.6199 gals.).
 DV1737
 DV1737.The modeled gravity was interpolated from observed gravity values.
 DV1737
 DV1737;                    North         East    Units  Estimated Accuracy
 DV1737;SPC AZ C     -   284,650.      181,950.      MT  (+/- 180 meters Scaled)
 DV1737
 DV1737                          SUPERSEDED SURVEY CONTROL
 DV1737
 DV1737.No superseded survey control is available for this station.
 DV1737
 DV1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835148(NAD 83)
 DV1737_MARKER: DB = BENCH MARK DISK
 DV1737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1737_SP_SET: CONCRETE HEADWALL
 DV1737_MARK LOGO: AZDT  
 DV1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1737+STABILITY: SURFACE MOTION
 DV1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1737+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1737
 DV1737  HISTORY     - Date     Condition        Report By
 DV1737  HISTORY     - 1982     MONUMENTED       AZDT
 DV1737  HISTORY     - 20060325 GOOD             USPSQD
 DV1737
 DV1737                          STATION DESCRIPTION
 DV1737
 DV1737'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1737'13.52 KM (8.4 MI) NORTH FROM TOLLESON.
 DV1737'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1737'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST 1.2 MI
 DV1737'(1.93 KM) TO 91ST AVENUE AND THE STATION ON THE SOUTHWEST CORNER, 27
 DV1737'FT (8.23 METERS) SOUTH OF CENTERLINE OF OLIVE AVENUE, 25 FT
 DV1737'(7.62 METERS) WEST OF CENTERLINE OF 91ST AVENUE, A STANDARD AZDT BRASS
 DV1737'CAP SET IN CONCRETE HEADWALL.  NOTE--THE MARK IS NOT STAMPED.
 DV1737
 DV1737                          STATION RECOVERY (2006)
 DV1737
 DV1737'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1740 ***********************************************************************
 DV1740  DESIGNATION -  417 M 2
 DV1740  PID         -  DV1740
 DV1740  STATE/COUNTY-  AZ/MARICOPA
 DV1740  USGS QUAD   -  EL MIRAGE (1982)
 DV1740
 DV1740                         *CURRENT SURVEY CONTROL
 DV1740  ___________________________________________________________________
 DV1740* NAD 83(1986)-  33 34 50.     (N)    112 15 18.     (W)     SCALED    
 DV1740* NAVD 88     -       342.582  (meters)    1123.95   (feet)  ADJUSTED  
 DV1740  ___________________________________________________________________
 DV1740  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1740  DYNAMIC HT  -         342.184 (meters)    1122.65  (feet)  COMP
 DV1740  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 DV1740
 DV1740  VERT ORDER  -  SECOND    CLASS I
 DV1740
 DV1740.The horizontal coordinates were scaled from a topographic map and have
 DV1740.an estimated accuracy of +/- 6 seconds.
 DV1740
 DV1740.The orthometric height was determined by differential leveling
 DV1740.and adjusted by the National Geodetic Survey in November 1993..
 DV1740
 DV1740.The geoid height was determined by GEOID03.
 DV1740
 DV1740.The dynamic height is computed by dividing the NAVD 88
 DV1740.geopotential number by the normal gravity value computed on the
 DV1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1740.degrees latitude (g = 980.6199 gals.).
 DV1740
 DV1740.The modeled gravity was interpolated from observed gravity values.
 DV1740
 DV1740;                    North         East    Units  Estimated Accuracy
 DV1740;SPC AZ C     -   286,190.      181,950.      MT  (+/- 180 meters Scaled)
 DV1740
 DV1740                          SUPERSEDED SURVEY CONTROL
 DV1740
 DV1740.No superseded survey control is available for this station.
 DV1740
 DV1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835163(NAD 83)
 DV1740_MARKER: DD = SURVEY DISK
 DV1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1740_SP_SET: CONCRETE HEADGATE
 DV1740_MARK LOGO: SRVWUA
 DV1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1740+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1740
 DV1740  HISTORY     - Date     Condition        Report By
 DV1740  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1740  HISTORY     - 1982     GOOD             AZDT
 DV1740  HISTORY     - 20011020 GOOD             USPSQD
 DV1740  HISTORY     - 20060325 GOOD             USPSQD
 DV1740
 DV1740                          STATION DESCRIPTION
 DV1740
 DV1740'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1740'IN PEORIA.
 DV1740'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1740'AVENUE FOR 1.0 MI (1.61 KM) TO PEORIA AVENUE AND MARK ON THE SOUTHEAST
 DV1740'CORNER, 30.0 FT (9.35 METERS) WEST SOUTHWEST OF CIRCLE K SIGN, 20.8 FT
 DV1740'(6.48 METERS) SOUTHEAST OF FACE OF CURB, 7.8 FT (2.43 METERS)
 DV1740'SOUTHEAST OF CONCRETE TRAFFIC LIGHT BASE, A STANDARD BRASS CAP SET ON
 DV1740'CONCRETE HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1740
 DV1740                          STATION RECOVERY (2001)
 DV1740
 DV1740'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1740'RECOVERED IN GOOD CONDITION.
 DV1740
 DV1740                          STATION RECOVERY (2006)
 DV1740
 DV1740'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1742 ***********************************************************************
 DV1742  DESIGNATION -  417 M 3
 DV1742  PID         -  DV1742
 DV1742  STATE/COUNTY-  AZ/MARICOPA
 DV1742  USGS QUAD   -  EL MIRAGE (1982)
 DV1742
 DV1742                         *CURRENT SURVEY CONTROL
 DV1742  ___________________________________________________________________
 DV1742* NAD 83(1986)-  33 35 16.     (N)    112 15 20.     (W)     SCALED    
 DV1742* NAVD 88     -       343.445  (meters)    1126.79   (feet)  ADJUSTED  
 DV1742  ___________________________________________________________________
 DV1742  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV1742  DYNAMIC HT  -         343.047 (meters)    1125.48  (feet)  COMP
 DV1742  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DV1742
 DV1742  VERT ORDER  -  SECOND    CLASS I
 DV1742
 DV1742.The horizontal coordinates were scaled from a topographic map and have
 DV1742.an estimated accuracy of +/- 6 seconds.
 DV1742
 DV1742.The orthometric height was determined by differential leveling
 DV1742.and adjusted by the National Geodetic Survey in November 1993..
 DV1742
 DV1742.The geoid height was determined by GEOID03.
 DV1742
 DV1742.The dynamic height is computed by dividing the NAVD 88
 DV1742.geopotential number by the normal gravity value computed on the
 DV1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1742.degrees latitude (g = 980.6199 gals.).
 DV1742
 DV1742.The modeled gravity was interpolated from observed gravity values.
 DV1742
 DV1742;                    North         East    Units  Estimated Accuracy
 DV1742;SPC AZ C     -   286,990.      181,900.      MT  (+/- 180 meters Scaled)
 DV1742
 DV1742                          SUPERSEDED SURVEY CONTROL
 DV1742
 DV1742.No superseded survey control is available for this station.
 DV1742
 DV1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC834171(NAD 83)
 DV1742_MARKER: DD = SURVEY DISK
 DV1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1742_SP_SET: CONCRETE HEADGATE
 DV1742_MARK LOGO: SRVWUA
 DV1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1742+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1742
 DV1742  HISTORY     - Date     Condition        Report By
 DV1742  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1742  HISTORY     - 1982     GOOD             AZDT
 DV1742  HISTORY     - 20020330 GOOD             USPSQD
 DV1742  HISTORY     - 20060325 GOOD             USPSQD
 DV1742
 DV1742                          STATION DESCRIPTION
 DV1742
 DV1742'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1742'IN PEORIA.
 DV1742'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1742'AVENUE FOR 1.5 MI (2.41 KM) TO JUNCTION BOX AND MARK ON THE LEFT  1.2
 DV1742'FT (0.37 M ) ABOVE GROUND ON EAST SIDE OF HEADGATE, 40.0 FT
 DV1742'(12.19 METERS) WEST-SOUTHWEST OF W 1/4 22M CO, 100 FT (30.48 METERS)
 DV1742'NORTH OF ENTRANCE TO CASA DEL SOL AT 11411 NORTH 91ST AVENUE, A
 DV1742'STANDARD BRASS CAP ON HEADWALL.  NOTE--THE MARK IS NOT STAMPED.
 DV1742
 DV1742                          STATION RECOVERY (2002)
 DV1742
 DV1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1742'RECOVERED IN GOOD CONDITION.
 DV1742
 DV1742                          STATION RECOVERY (2006)
 DV1742
 DV1742'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1748 ***********************************************************************
 DV1748  DESIGNATION -  417 N
 DV1748  PID         -  DV1748
 DV1748  STATE/COUNTY-  AZ/MARICOPA
 DV1748  USGS QUAD   -  EL MIRAGE (1982)
 DV1748
 DV1748                         *CURRENT SURVEY CONTROL
 DV1748  ___________________________________________________________________
 DV1748* NAD 83(1986)-  33 36 10.     (N)    112 15 03.     (W)     SCALED    
 DV1748* NAVD 88     -       350.741  (meters)    1150.72   (feet)  ADJUSTED  
 DV1748  ___________________________________________________________________
 DV1748  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV1748  DYNAMIC HT  -         350.335 (meters)    1149.39  (feet)  COMP
 DV1748  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV1748
 DV1748  VERT ORDER  -  SECOND    CLASS I
 DV1748
 DV1748.The horizontal coordinates were scaled from a topographic map and have
 DV1748.an estimated accuracy of +/- 6 seconds.
 DV1748
 DV1748.The orthometric height was determined by differential leveling
 DV1748.and adjusted by the National Geodetic Survey in November 1993..
 DV1748
 DV1748.The geoid height was determined by GEOID03.
 DV1748
 DV1748.The dynamic height is computed by dividing the NAVD 88
 DV1748.geopotential number by the normal gravity value computed on the
 DV1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1748.degrees latitude (g = 980.6199 gals.).
 DV1748
 DV1748.The modeled gravity was interpolated from observed gravity values.
 DV1748
 DV1748;                    North         East    Units  Estimated Accuracy
 DV1748;SPC AZ C     -   288,650.      182,350.      MT  (+/- 180 meters Scaled)
 DV1748
 DV1748                          SUPERSEDED SURVEY CONTROL
 DV1748
 DV1748.No superseded survey control is available for this station.
 DV1748
 DV1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC839188(NAD 83)
 DV1748_MARKER: DB = BENCH MARK DISK
 DV1748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1748_SP_SET: CONCRETE HEADWALL
 DV1748_STAMPING: 417-N
 DV1748_MARK LOGO: AZDT  
 DV1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1748+STABILITY: SURFACE MOTION
 DV1748
 DV1748  HISTORY     - Date     Condition        Report By
 DV1748  HISTORY     - 1982     MONUMENTED       AZDT
 DV1748
 DV1748                          STATION DESCRIPTION
 DV1748
 DV1748'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1748'6.75 KM (4.2 MI) NORTH FROM PEORIA.
 DV1748'FROM 91ST AVENUE AND OLIVE AVENUE IN PEORIA TRAVEL EAST ALONG OLIVE
 DV1748'AVENUE FOR 1.0 MI (1.61 KM) TO 83RD AVENUE, THENCE NORTH ALONG 83RD
 DV1748'AVENUE FOR 2.5 MI (3.40 KM) TO A DIRT EAST-WEST ROAD, THENCE TRAVEL
 DV1748'WEST ALONG A DIRT ROAD FOR 3980 FT (1213.1 METERS) TO THE MARK ON THE
 DV1748'LEFT, 12.0 FT (3.66 METERS) WEST OF CENTERLINE OF A NORTH-SOUTH DIRT
 DV1748'ROAD, 20.0 FT (6.10 METERS) SOUTH OF A EAST-WEST DIRT ROAD, A STANDARD
 DV1748'AZDT ALUMINIUM CAP EPOXIED ON A IRRIGATION HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1749 ***********************************************************************
 DV1749  DESIGNATION -  417 P
 DV1749  PID         -  DV1749
 DV1749  STATE/COUNTY-  AZ/MARICOPA
 DV1749  USGS QUAD   -  EL MIRAGE (1982)
 DV1749
 DV1749                         *CURRENT SURVEY CONTROL
 DV1749  ___________________________________________________________________
 DV1749* NAD 83(1986)-  33 36 35.     (N)    112 15 09.     (W)     SCALED    
 DV1749* NAVD 88     -       354.592  (meters)    1163.36   (feet)  ADJUSTED  
 DV1749  ___________________________________________________________________
 DV1749  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1749  DYNAMIC HT  -         354.182 (meters)    1162.01  (feet)  COMP
 DV1749  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DV1749
 DV1749  VERT ORDER  -  SECOND    CLASS I
 DV1749
 DV1749.The horizontal coordinates were scaled from a topographic map and have
 DV1749.an estimated accuracy of +/- 6 seconds.
 DV1749
 DV1749.The orthometric height was determined by differential leveling
 DV1749.and adjusted by the National Geodetic Survey in November 1993..
 DV1749
 DV1749.The geoid height was determined by GEOID03.
 DV1749
 DV1749.The dynamic height is computed by dividing the NAVD 88
 DV1749.geopotential number by the normal gravity value computed on the
 DV1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1749.degrees latitude (g = 980.6199 gals.).
 DV1749
 DV1749.The modeled gravity was interpolated from observed gravity values.
 DV1749
 DV1749;                    North         East    Units  Estimated Accuracy
 DV1749;SPC AZ C     -   289,420.      182,200.      MT  (+/- 180 meters Scaled)
 DV1749
 DV1749                          SUPERSEDED SURVEY CONTROL
 DV1749
 DV1749.No superseded survey control is available for this station.
 DV1749
 DV1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC838195(NAD 83)
 DV1749_MARKER: DB = BENCH MARK DISK
 DV1749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1749_SP_SET: CONCRETE ABUTMENT
 DV1749_STAMPING: 417-P
 DV1749_MARK LOGO: AZDT  
 DV1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1749+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1749
 DV1749  HISTORY     - Date     Condition        Report By
 DV1749  HISTORY     - 1982     MONUMENTED       AZDT
 DV1749  HISTORY     - 20020330 GOOD             USPSQD
 DV1749  HISTORY     - 20051201 GOOD             USPSQD
 DV1749
 DV1749                          STATION DESCRIPTION
 DV1749
 DV1749'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1749'7.73 KM (4.8 MI) NORTH FROM PEORIA.
 DV1749'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL WEST ALONG OLIVE
 DV1749'AVENUE FOR 1.0 MI (1.61 KM) TO 99TH AVENUE, THENCE NORTH FOR 3.0 MI
 DV1749'(4.83 KM) TO THUNDERBIRD ROAD, THENCE EAST ALONG THUNDERBIRD ROAD FOR
 DV1749'0.8 MI (1.29 KM) TO NEW RIVER BRIDGE AND MARK ON THE SOUTHEAST CORNER.
 DV1749'0.30 FT (0.09 METERS) EAST OF EXPANSION JOINT ON SOUTH SIDE OF
 DV1749'SIDEWALK, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON SIDEWALK.
 DV1749
 DV1749                          STATION RECOVERY (2002)
 DV1749
 DV1749'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1749'RECOVERED IN GOOD CONDITION.
 DV1749
 DV1749                          STATION RECOVERY (2005)
 DV1749
 DV1749'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1752 ***********************************************************************
 DV1752  DESIGNATION -  417 P 1
 DV1752  PID         -  DV1752
 DV1752  STATE/COUNTY-  AZ/MARICOPA
 DV1752  USGS QUAD   -  GLENDALE (1982)
 DV1752
 DV1752                         *CURRENT SURVEY CONTROL
 DV1752  ___________________________________________________________________
 DV1752* NAD 83(1986)-  33 36 36.     (N)    112 14 16.     (W)     SCALED    
 DV1752* NAVD 88     -       357.308  (meters)    1172.27   (feet)  ADJUSTED  
 DV1752  ___________________________________________________________________
 DV1752  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1752  DYNAMIC HT  -         356.897 (meters)    1170.92  (feet)  COMP
 DV1752  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DV1752
 DV1752  VERT ORDER  -  SECOND    CLASS I
 DV1752
 DV1752.The horizontal coordinates were scaled from a topographic map and have
 DV1752.an estimated accuracy of +/- 6 seconds.
 DV1752
 DV1752.The orthometric height was determined by differential leveling
 DV1752.and adjusted by the National Geodetic Survey in November 1993..
 DV1752
 DV1752.The geoid height was determined by GEOID03.
 DV1752
 DV1752.The dynamic height is computed by dividing the NAVD 88
 DV1752.geopotential number by the normal gravity value computed on the
 DV1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1752.degrees latitude (g = 980.6199 gals.).
 DV1752
 DV1752.The modeled gravity was interpolated from observed gravity values.
 DV1752
 DV1752;                    North         East    Units  Estimated Accuracy
 DV1752;SPC AZ C     -   289,450.      183,560.      MT  (+/- 180 meters Scaled)
 DV1752
 DV1752                          SUPERSEDED SURVEY CONTROL
 DV1752
 DV1752.No superseded survey control is available for this station.
 DV1752
 DV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851196(NAD 83)
 DV1752_MARKER: DB = BENCH MARK DISK
 DV1752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1752_SP_SET: CONCRETE HEADGATE
 DV1752_MARK LOGO: SRVWUA
 DV1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1752+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1752
 DV1752  HISTORY     - Date     Condition        Report By
 DV1752  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1752  HISTORY     - 1982     GOOD             AZDT
 DV1752  HISTORY     - 20011020 GOOD             USPSQD
 DV1752  HISTORY     - 20051201 GOOD             USPSQD
 DV1752
 DV1752                          STATION DESCRIPTION
 DV1752
 DV1752'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1752'4.83 KM (3.0 MI) NORTH FROM PEORIA.
 DV1752'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL NORTH ALONG 91ST
 DV1752'AVENUE FOR 1.0 MI (1.61 KM) TO CACTUS ROAD, THENCE EAST FOR 1.0 MI
 DV1752'(1.61 KM) TO 83RD AVENUE, THENCE NORTH 1.0 MI (1.61 KM) TO THE MARK ON
 DV1752'THE SOUTHWEST CORNER OF 83RD AVENUE AND THUNDERBIRD ROAD, 67 FT
 DV1752'(20.42 METERS) SOUTH OF CENTERLINE OF THUNDERBIRD ROAD, 61.7 FT
 DV1752'(18.81 METERS) WEST OF CENTERLINE OF 83RD AVENUE, A STANDARD BRASS CAP
 DV1752'IN A IRRIGATION CANAL HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1752
 DV1752                          STATION RECOVERY (2001)
 DV1752
 DV1752'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1752'RECOVERED IN GOOD CONDITION.
 DV1752
 DV1752                          STATION RECOVERY (2005)
 DV1752
 DV1752'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1754 ***********************************************************************
 DV1754  DESIGNATION -  417 Q
 DV1754  PID         -  DV1754
 DV1754  STATE/COUNTY-  AZ/MARICOPA
 DV1754  USGS QUAD   -  GLENDALE (1982)
 DV1754
 DV1754                         *CURRENT SURVEY CONTROL
 DV1754  ___________________________________________________________________
 DV1754* NAD 83(1986)-  33 35 44.     (N)    112 14 15.     (W)     SCALED    
 DV1754* NAVD 88     -       352.075  (meters)    1155.10   (feet)  ADJUSTED  
 DV1754  ___________________________________________________________________
 DV1754  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1754  DYNAMIC HT  -         351.669 (meters)    1153.77  (feet)  COMP
 DV1754  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1754
 DV1754  VERT ORDER  -  SECOND    CLASS I
 DV1754
 DV1754.The horizontal coordinates were scaled from a topographic map and have
 DV1754.an estimated accuracy of +/- 6 seconds.
 DV1754
 DV1754.The orthometric height was determined by differential leveling
 DV1754.and adjusted by the National Geodetic Survey in November 1993..
 DV1754
 DV1754.The geoid height was determined by GEOID03.
 DV1754
 DV1754.The dynamic height is computed by dividing the NAVD 88
 DV1754.geopotential number by the normal gravity value computed on the
 DV1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1754.degrees latitude (g = 980.6199 gals.).
 DV1754
 DV1754.The modeled gravity was interpolated from observed gravity values.
 DV1754
 DV1754;                    North         East    Units  Estimated Accuracy
 DV1754;SPC AZ C     -   287,840.      183,580.      MT  (+/- 180 meters Scaled)
 DV1754
 DV1754                          SUPERSEDED SURVEY CONTROL
 DV1754
 DV1754.No superseded survey control is available for this station.
 DV1754
 DV1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851180(NAD 83)
 DV1754_MARKER: DB = BENCH MARK DISK
 DV1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1754_SP_SET: CONCRETE PAD
 DV1754_STAMPING: 417-Q
 DV1754_MARK LOGO: AZDT  
 DV1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1754
 DV1754  HISTORY     - Date     Condition        Report By
 DV1754  HISTORY     - 1983     MONUMENTED       AZDT
 DV1754  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV1754
 DV1754                          STATION DESCRIPTION
 DV1754
 DV1754'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1754'IN PEORIA.
 DV1754'IN PEORIA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CACTUS ROAD
 DV1754'AND 83RD AVENUE, 49.2 FT (15.0 METERS) SOUTH OF THE CENTERLINE OF
 DV1754'CACTUS ROAD, 74.5 FT (22.7 METERS) WEST OF THE CENTERLINE OF 83RD
 DV1754'AVENUE, 0.85 FT (0.26 METERS) NORTHEAST OF PUMP FACE, A STANDARD AZDT
 DV1754'ALUMINIUM CAP EPOXIED ON THE NORTHEAST SIDE OF A CONCRETE PAD ATTACHED
 DV1754'TO A DEEP WELL CASING.
 DV1754
 DV1754                          STATION RECOVERY (2001)
 DV1754
 DV1754'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1763 ***********************************************************************
 DV1763  DESIGNATION -  417 Q 1
 DV1763  PID         -  DV1763
 DV1763  STATE/COUNTY-  AZ/MARICOPA
 DV1763  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1763
 DV1763                         *CURRENT SURVEY CONTROL
 DV1763  ___________________________________________________________________
 DV1763* NAD 83(1986)-  33 38 44.     (N)    112 14 13.     (W)     SCALED    
 DV1763* NAVD 88     -       370.996  (meters)    1217.18   (feet)  ADJUSTED  
 DV1763  ___________________________________________________________________
 DV1763  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV1763  DYNAMIC HT  -         370.567 (meters)    1215.77  (feet)  COMP
 DV1763  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV1763
 DV1763  VERT ORDER  -  SECOND    CLASS I
 DV1763
 DV1763.The horizontal coordinates were scaled from a topographic map and have
 DV1763.an estimated accuracy of +/- 6 seconds.
 DV1763
 DV1763.The orthometric height was determined by differential leveling
 DV1763.and adjusted by the National Geodetic Survey in November 1993..
 DV1763
 DV1763.The geoid height was determined by GEOID03.
 DV1763
 DV1763.The dynamic height is computed by dividing the NAVD 88
 DV1763.geopotential number by the normal gravity value computed on the
 DV1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1763.degrees latitude (g = 980.6199 gals.).
 DV1763
 DV1763.The modeled gravity was interpolated from observed gravity values.
 DV1763
 DV1763;                    North         East    Units  Estimated Accuracy
 DV1763;SPC AZ C     -   293,390.      183,650.      MT  (+/- 180 meters Scaled)
 DV1763
 DV1763                          SUPERSEDED SURVEY CONTROL
 DV1763
 DV1763.No superseded survey control is available for this station.
 DV1763
 DV1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852235(NAD 83)
 DV1763_MARKER: DB = BENCH MARK DISK
 DV1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1763_SP_SET: CONCRETE PAD
 DV1763_STAMPING: 417-Q1
 DV1763_MARK LOGO: AZDT  
 DV1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1763
 DV1763  HISTORY     - Date     Condition        Report By
 DV1763  HISTORY     - 1982     MONUMENTED       AZDT
 DV1763  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV1763
 DV1763                          STATION DESCRIPTION
 DV1763
 DV1763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1763'7.24 KM (4.5 MI) NORTH FROM PEORIA.
 DV1763'7.24 KM (4.5 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1763'AVENUE IN PEORIA, THE MARK IS ON THE RIGHT, 315 FT (96 METERS) EAST OF
 DV1763'CENTERLINE OF 83RD AVENUE, 25.4 FT (7.74 METERS) SOUTHEAST OF A POWER
 DV1763'POLE, 3.0 FT (0.91 METERS) SOUTHEAST OF PUMP FACE, A STANDARD AZDT
 DV1763'ALUMINIUM CAP EPOXIED ON CONCRETE PAD ATTACHED TO A DEEP WELL CASING.
 DV1763
 DV1763                          STATION RECOVERY (2001)
 DV1763
 DV1763'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1778 ***********************************************************************
 DV1778  DESIGNATION -  417 Q 2
 DV1778  PID         -  DV1778
 DV1778  STATE/COUNTY-  AZ/MARICOPA
 DV1778  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1778
 DV1778                         *CURRENT SURVEY CONTROL
 DV1778  ___________________________________________________________________
 DV1778* NAD 83(1986)-  33 38 16.     (N)    112 13 03.     (W)     SCALED    
 DV1778* NAVD 88     -       370.497  (meters)    1215.54   (feet)  ADJUSTED  
 DV1778  ___________________________________________________________________
 DV1778  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV1778  DYNAMIC HT  -         370.070 (meters)    1214.14  (feet)  COMP
 DV1778  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV1778
 DV1778  VERT ORDER  -  SECOND    CLASS I
 DV1778
 DV1778.The horizontal coordinates were scaled from a topographic map and have
 DV1778.an estimated accuracy of +/- 6 seconds.
 DV1778
 DV1778.The orthometric height was determined by differential leveling
 DV1778.and adjusted by the National Geodetic Survey in November 1993..
 DV1778
 DV1778.The geoid height was determined by GEOID03.
 DV1778
 DV1778.The dynamic height is computed by dividing the NAVD 88
 DV1778.geopotential number by the normal gravity value computed on the
 DV1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1778.degrees latitude (g = 980.6199 gals.).
 DV1778
 DV1778.The modeled gravity was interpolated from observed gravity values.
 DV1778
 DV1778;                    North         East    Units  Estimated Accuracy
 DV1778;SPC AZ C     -   292,520.      185,450.      MT  (+/- 180 meters Scaled)
 DV1778
 DV1778                          SUPERSEDED SURVEY CONTROL
 DV1778
 DV1778.No superseded survey control is available for this station.
 DV1778
 DV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC870226(NAD 83)
 DV1778_MARKER: DB = BENCH MARK DISK
 DV1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1778_SP_SET: CONCRETE PAD
 DV1778_STAMPING: 417-Q2
 DV1778_MARK LOGO: AZDT  
 DV1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1778
 DV1778  HISTORY     - Date     Condition        Report By
 DV1778  HISTORY     - 1982     MONUMENTED       AZDT
 DV1778  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1778
 DV1778                          STATION DESCRIPTION
 DV1778
 DV1778'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1778'8.45 KM (5.25 MI) NORTH FROM PEORIA.
 DV1778'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1778'AVENUE IN PEORIA, THENCE 2.01 KM (1.25 MI) EAST ALONG BELL ROAD, THE
 DV1778'MARK IS ON THE RIGHT, A STANDARD AZDT ALUMINUM CAP EXPOXIED ON A
 DV1778'CONCRETE PAD ATTACHED TO A DEEP WELL CASING.
 DV1778
 DV1778                          STATION RECOVERY (2002)
 DV1778
 DV1778'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1778'NO DEEP WELL CASING. NEW CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1755 ***********************************************************************
 DV1755  DESIGNATION -  417 QX
 DV1755  PID         -  DV1755
 DV1755  STATE/COUNTY-  AZ/MARICOPA
 DV1755  USGS QUAD   -  GLENDALE (1982)
 DV1755
 DV1755                         *CURRENT SURVEY CONTROL
 DV1755  ___________________________________________________________________
 DV1755* NAD 83(1986)-  33 35 44.     (N)    112 14 15.     (W)     SCALED    
 DV1755* NAVD 88     -       352.745  (meters)    1157.30   (feet)  ADJUSTED  
 DV1755  ___________________________________________________________________
 DV1755  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1755  DYNAMIC HT  -         352.339 (meters)    1155.97  (feet)  COMP
 DV1755  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1755
 DV1755  VERT ORDER  -  SECOND    CLASS I
 DV1755
 DV1755.The horizontal coordinates were scaled from a topographic map and have
 DV1755.an estimated accuracy of +/- 6 seconds.
 DV1755
 DV1755.The orthometric height was determined by differential leveling
 DV1755.and adjusted by the National Geodetic Survey in November 1993..
 DV1755
 DV1755.The geoid height was determined by GEOID03.
 DV1755
 DV1755.The dynamic height is computed by dividing the NAVD 88
 DV1755.geopotential number by the normal gravity value computed on the
 DV1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1755.degrees latitude (g = 980.6199 gals.).
 DV1755
 DV1755.The modeled gravity was interpolated from observed gravity values.
 DV1755
 DV1755;                    North         East    Units  Estimated Accuracy
 DV1755;SPC AZ C     -   287,840.      183,580.      MT  (+/- 180 meters Scaled)
 DV1755
 DV1755                          SUPERSEDED SURVEY CONTROL
 DV1755
 DV1755.No superseded survey control is available for this station.
 DV1755
 DV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851180(NAD 83)
 DV1755_MARKER: DD = SURVEY DISK
 DV1755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1755_SP_SET: CONCRETE HEADWALL
 DV1755_MARK LOGO: SRVWUA
 DV1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1755+STABILITY: SURFACE MOTION
 DV1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1755+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 DV1755
 DV1755  HISTORY     - Date     Condition        Report By
 DV1755  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1755  HISTORY     - 1983     GOOD             AZDT
 DV1755  HISTORY     - 20011020 GOOD             USPSQD
 DV1755  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1755  HISTORY     - 20060826 GOOD             GEOCAC
 DV1755
 DV1755                          STATION DESCRIPTION
 DV1755
 DV1755'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1755'IN PEORIA.
 DV1755'IN PEORIA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF CACTUS ROAD AND
 DV1755'83RD AVENUE, A STANDARD BRASS CAP SET IN A CONCRETE HEADWALL.
 DV1755'NOTE--THE MARK IS NOT STAMPED.
 DV1755
 DV1755                          STATION RECOVERY (2001)
 DV1755
 DV1755'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1755'RECOVERED IN GOOD CONDITION.
 DV1755
 DV1755                          STATION RECOVERY (2006)
 DV1755
 DV1755'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1755'MARK NOT FOUND.
 DV1755
 DV1755                          STATION RECOVERY (2006)
 DV1755
 DV1755'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1764 ***********************************************************************
 DV1764  DESIGNATION -  417 R
 DV1764  PID         -  DV1764
 DV1764  STATE/COUNTY-  AZ/MARICOPA
 DV1764  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1764
 DV1764                         *CURRENT SURVEY CONTROL
 DV1764  ___________________________________________________________________
 DV1764* NAD 83(1986)-  33 38 57.     (N)    112 14 13.     (W)     SCALED    
 DV1764* NAVD 88     -       373.753  (meters)    1226.22   (feet)  ADJUSTED  
 DV1764  ___________________________________________________________________
 DV1764  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV1764  DYNAMIC HT  -         373.321 (meters)    1224.80  (feet)  COMP
 DV1764  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1764
 DV1764  VERT ORDER  -  SECOND    CLASS I
 DV1764
 DV1764.The horizontal coordinates were scaled from a topographic map and have
 DV1764.an estimated accuracy of +/- 6 seconds.
 DV1764
 DV1764.The orthometric height was determined by differential leveling
 DV1764.and adjusted by the National Geodetic Survey in November 1993..
 DV1764
 DV1764.The geoid height was determined by GEOID03.
 DV1764
 DV1764.The dynamic height is computed by dividing the NAVD 88
 DV1764.geopotential number by the normal gravity value computed on the
 DV1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1764.degrees latitude (g = 980.6199 gals.).
 DV1764
 DV1764.The modeled gravity was interpolated from observed gravity values.
 DV1764
 DV1764;                    North         East    Units  Estimated Accuracy
 DV1764;SPC AZ C     -   293,790.      183,650.      MT  (+/- 180 meters Scaled)
 DV1764
 DV1764                          SUPERSEDED SURVEY CONTROL
 DV1764
 DV1764.No superseded survey control is available for this station.
 DV1764
 DV1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC853239(NAD 83)
 DV1764_MARKER: DB = BENCH MARK DISK
 DV1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1764_SP_SET: CONCRETE PAD
 DV1764_STAMPING: 417-R 1982
 DV1764_MARK LOGO: AZDT  
 DV1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1764
 DV1764  HISTORY     - Date     Condition        Report By
 DV1764  HISTORY     - 1982     MONUMENTED       AZDT
 DV1764  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV1764
 DV1764                          STATION DESCRIPTION
 DV1764
 DV1764'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1764'7.75 KM (4.7 MI) NORTH FROM PEORIA.
 DV1764'7.75 KM (4.7 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1764'AVENUE IN PEORIA, THE MARK IS ON THE LEFT, 118.5 FT (36.12 METERS)
 DV1764'EAST OF THE CENTERLINE OF THE AVENUE, A STANDARD AZDT ALUMINIUM CAP
 DV1764'EPOXIED ON CONCRETE PAD ATTACHED TO A DEEP WELL CASING, 2.6 FT
 DV1764'(0.79 METERS) NORTHWEST OF THE FACE OF PUMP, THE WELL IS ENCLOSED BY A
 DV1764'18- BY 18-FOOT CHAIN LINK FENCE AND IS
 DV1764'OWNED BY THE BODINE RANCH SUN CITY ARIZONA, CONTACT AL LOPEZ AT
 DV1764'974-2577 FOR KEY.
 DV1764
 DV1764                          STATION RECOVERY (1994)
 DV1764
 DV1764'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1765 ***********************************************************************
 DV1765  DESIGNATION -  417 S
 DV1765  PID         -  DV1765
 DV1765  STATE/COUNTY-  AZ/MARICOPA
 DV1765  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1765
 DV1765                         *CURRENT SURVEY CONTROL
 DV1765  ___________________________________________________________________
 DV1765* NAD 83(1986)-  33 39 09.     (N)    112 14 13.     (W)     SCALED    
 DV1765* NAVD 88     -       375.365  (meters)    1231.51   (feet)  ADJUSTED  
 DV1765  ___________________________________________________________________
 DV1765  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1765  DYNAMIC HT  -         374.931 (meters)    1230.09  (feet)  COMP
 DV1765  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DV1765
 DV1765  VERT ORDER  -  SECOND    CLASS I
 DV1765
 DV1765.The horizontal coordinates were scaled from a topographic map and have
 DV1765.an estimated accuracy of +/- 6 seconds.
 DV1765
 DV1765.The orthometric height was determined by differential leveling
 DV1765.and adjusted by the National Geodetic Survey in November 1993..
 DV1765
 DV1765.The geoid height was determined by GEOID03.
 DV1765
 DV1765.The dynamic height is computed by dividing the NAVD 88
 DV1765.geopotential number by the normal gravity value computed on the
 DV1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1765.degrees latitude (g = 980.6199 gals.).
 DV1765
 DV1765.The modeled gravity was interpolated from observed gravity values.
 DV1765
 DV1765;                    North         East    Units  Estimated Accuracy
 DV1765;SPC AZ C     -   294,160.      183,650.      MT  (+/- 180 meters Scaled)
 DV1765
 DV1765                          SUPERSEDED SURVEY CONTROL
 DV1765
 DV1765.No superseded survey control is available for this station.
 DV1765
 DV1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC853243(NAD 83)
 DV1765_MARKER: DB = BENCH MARK DISK
 DV1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1765_SP_SET: CONCRETE PAD
 DV1765_STAMPING: 417-S
 DV1765_MARK LOGO: AZDT  
 DV1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1765
 DV1765  HISTORY     - Date     Condition        Report By
 DV1765  HISTORY     - 1982     MONUMENTED       AZDT
 DV1765  HISTORY     - 19941203 GOOD             USPSQD
 DV1765  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1765
 DV1765                          STATION DESCRIPTION
 DV1765
 DV1765'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1765'8.29 KM (5.15 MI) NORTH FROM PEORIA.
 DV1765'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1765'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE EAST 0.24 KM (0.15 MI) TO
 DV1765'THE MARK ON THE RIGHT, 51.7 FT (15.76 METERS) SOUTH OF THE CENTERLINE
 DV1765'OF UNION HILLS ROAD, 1.5 FT (0.46 METERS) NORTHEAST OF SOUTHWEST
 DV1765'CORNER OF CONCRETE PAD, 1.8 FT (0.55 METERS) SOUTHWEST OF PUMP FACE, A
 DV1765'STANDARD AZDT ALUMINIUM CAP EPOXIED ON A CONCRETE PAD ATTACHED TO A
 DV1765'DEEP WELL CASING.
 DV1765
 DV1765                          STATION RECOVERY (1994)
 DV1765
 DV1765'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1765'RECOVERED IN GOOD CONDITION.
 DV1765
 DV1765                          STATION RECOVERY (2002)
 DV1765
 DV1765'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1765'83RD AVE IS UNDER NEW CONSTRUCTION OF BRIDGE OVER NEW RIVER BED AND
 DV1765'WIDENING OF UNION HILLS DR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1779 ***********************************************************************
 DV1779  DESIGNATION -  417 T
 DV1779  PID         -  DV1779
 DV1779  STATE/COUNTY-  AZ/MARICOPA
 DV1779  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1779
 DV1779                         *CURRENT SURVEY CONTROL
 DV1779  ___________________________________________________________________
 DV1779* NAD 83(1986)-  33 38 17.     (N)    112 12 50.     (W)     SCALED    
 DV1779* NAVD 88     -       373.064  (meters)    1223.96   (feet)  ADJUSTED  
 DV1779  ___________________________________________________________________
 DV1779  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1779  DYNAMIC HT  -         372.635 (meters)    1222.55  (feet)  COMP
 DV1779  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1779
 DV1779  VERT ORDER  -  SECOND    CLASS I
 DV1779
 DV1779.The horizontal coordinates were scaled from a topographic map and have
 DV1779.an estimated accuracy of +/- 6 seconds.
 DV1779
 DV1779.The orthometric height was determined by differential leveling
 DV1779.and adjusted by the National Geodetic Survey in November 1993..
 DV1779
 DV1779.The geoid height was determined by GEOID03.
 DV1779
 DV1779.The dynamic height is computed by dividing the NAVD 88
 DV1779.geopotential number by the normal gravity value computed on the
 DV1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1779.degrees latitude (g = 980.6199 gals.).
 DV1779
 DV1779.The modeled gravity was interpolated from observed gravity values.
 DV1779
 DV1779;                    North         East    Units  Estimated Accuracy
 DV1779;SPC AZ C     -   292,550.      185,790.      MT  (+/- 180 meters Scaled)
 DV1779
 DV1779                          SUPERSEDED SURVEY CONTROL
 DV1779
 DV1779.No superseded survey control is available for this station.
 DV1779
 DV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC874226(NAD 83)
 DV1779_MARKER: DB = BENCH MARK DISK
 DV1779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1779_SP_SET: BRIDGE ABUTMENT
 DV1779_STAMPING: 417-T 1222.70
 DV1779_MARK LOGO: AZDT  
 DV1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1779
 DV1779  HISTORY     - Date     Condition        Report By
 DV1779  HISTORY     - 1982     MONUMENTED       AZDT
 DV1779  HISTORY     - 20011020 GOOD             USPSQD
 DV1779  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1779
 DV1779                          STATION DESCRIPTION
 DV1779
 DV1779'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1779'8.53 KM (5.3 MI) NORTH FROM PEORIA.
 DV1779'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1779'AVENUE IN PEORIA, THENCE 2.09 KM (1.3 MI) EAST ALONG BELL ROAD, SET ON
 DV1779'THE SOUTHWEST DADO OF SKUNK CREEK BRIDGE, 1.15 FT (0.35 METERS) WEST
 DV1779'OF EXPANSION JOINT, 2.7 FT (0.82 METERS) ABOVE ROAD SURFACE, A
 DV1779'STANDARD AZDT ALUMINIUM CAP IN TOP OF DADO.
 DV1779
 DV1779                          STATION RECOVERY (2001)
 DV1779
 DV1779'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1779'RECOVERED IN GOOD CONDITION.
 DV1779
 DV1779                          STATION RECOVERY (2006)
 DV1779
 DV1779'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1780 ***********************************************************************
 DV1780  DESIGNATION -  417 U
 DV1780  PID         -  DV1780
 DV1780  STATE/COUNTY-  AZ/MARICOPA
 DV1780  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1780
 DV1780                         *CURRENT SURVEY CONTROL
 DV1780  ___________________________________________________________________
 DV1780* NAD 83(1986)-  33 38 17.     (N)    112 12 43.     (W)     SCALED    
 DV1780* NAVD 88     -       372.197  (meters)    1221.12   (feet)  ADJUSTED  
 DV1780  ___________________________________________________________________
 DV1780  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1780  DYNAMIC HT  -         371.768 (meters)    1219.71  (feet)  COMP
 DV1780  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1780
 DV1780  VERT ORDER  -  SECOND    CLASS I
 DV1780
 DV1780.The horizontal coordinates were scaled from a topographic map and have
 DV1780.an estimated accuracy of +/- 6 seconds.
 DV1780
 DV1780.The orthometric height was determined by differential leveling
 DV1780.and adjusted by the National Geodetic Survey in November 1993..
 DV1780
 DV1780.The geoid height was determined by GEOID03.
 DV1780
 DV1780.The dynamic height is computed by dividing the NAVD 88
 DV1780.geopotential number by the normal gravity value computed on the
 DV1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1780.degrees latitude (g = 980.6199 gals.).
 DV1780
 DV1780.The modeled gravity was interpolated from observed gravity values.
 DV1780
 DV1780;                    North         East    Units  Estimated Accuracy
 DV1780;SPC AZ C     -   292,550.      185,970.      MT  (+/- 180 meters Scaled)
 DV1780
 DV1780                          SUPERSEDED SURVEY CONTROL
 DV1780
 DV1780.No superseded survey control is available for this station.
 DV1780
 DV1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC876226(NAD 83)
 DV1780_MARKER: DB = BENCH MARK DISK
 DV1780_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1780_SP_SET: BRIDGE ABUTMENT
 DV1780_STAMPING: 417-U
 DV1780_MARK LOGO: AZDT  
 DV1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1780+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1780
 DV1780  HISTORY     - Date     Condition        Report By
 DV1780  HISTORY     - 1982     MONUMENTED       AZDT
 DV1780  HISTORY     - 20011020 GOOD             USPSQD
 DV1780  HISTORY     - 20060325 GOOD             USPSQD
 DV1780
 DV1780                          STATION DESCRIPTION
 DV1780
 DV1780'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1780'8.53 KM (5.3 MI) NORTH FROM PEORIA.
 DV1780'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1780'AVENUE IN PEORIA, THENCE 2.09 KM (1.3 MI) EAST ALONG BELL ROAD, SET ON
 DV1780'THE SOUTHEAST ABUTMENT OF SKUNK CREEK BRIDGE, 1.15 (0.35 METERS) SOUTH
 DV1780'OF SOUTH DADO, 5.5 FT (1.68 METERS) WEST OF EXPANSION JOINT, A
 DV1780'STANDARD AZDT ALUMINIUM CAP.
 DV1780
 DV1780                          STATION RECOVERY (2001)
 DV1780
 DV1780'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1780'RECOVERED IN GOOD CONDITION.
 DV1780
 DV1780                          STATION RECOVERY (2006)
 DV1780
 DV1780'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0480 ***********************************************************************
 CY0480  DESIGNATION -  4171.20
 CY0480  PID         -  CY0480
 CY0480  STATE/COUNTY-  AZ/COCHISE
 CY0480  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0480
 CY0480                         *CURRENT SURVEY CONTROL
 CY0480  ___________________________________________________________________
 CY0480* NAD 83(1986)-  32 13 13.     (N)    109 52 30.     (W)     SCALED    
 CY0480* NAVD 88     -      1271.60   (+/-2cm)    4171.9    (feet)  VERTCON   
 CY0480  ___________________________________________________________________
 CY0480  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0480
 CY0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0480
 CY0480.The horizontal coordinates were scaled from a topographic map and have
 CY0480.an estimated accuracy of +/- 6 seconds.
 CY0480
 CY0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0480.The vertical order pertains to the NGVD 29 superseded value.
 CY0480
 CY0480.The geoid height was determined by GEOID03.
 CY0480
 CY0480;                    North         East    Units  Estimated Accuracy
 CY0480;SPC AZ E     -   135,330.      240,850.      MT  (+/- 180 meters Scaled)
 CY0480
 CY0480                          SUPERSEDED SURVEY CONTROL
 CY0480
 CY0480  NGVD 29 (??/??/92) 1270.839  (m)         4169.41   (f) ADJ UNCH    2 0
 CY0480
 CY0480.Superseded values are not recommended for survey control.
 CY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0480.See file dsdata.txt to determine how the superseded data were derived.
 CY0480
 CY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA060654(NAD 83)
 CY0480_MARKER: DD = SURVEY DISK
 CY0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0480_SP_SET: HEADWALL
 CY0480_STAMPING: 4171.20 1947
 CY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0480
 CY0480  HISTORY     - Date     Condition        Report By
 CY0480  HISTORY     - 1947     MONUMENTED       AZHD
 CY0480  HISTORY     - 1960     GOOD             NGS
 CY0480
 CY0480                          STATION DESCRIPTION
 CY0480
 CY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0480'3.5 MI SW FROM WILLCOX.
 CY0480'3.5 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0480'HIGHWAY 86 TO A CROSSROAD, 101 FEET NORTHWEST OF THE CENTERLINE OF
 CY0480'HIGHWAY 86, 10 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 CY0480'NORTHEAST, SET IN THE NORTHEAST HEADWALL OF A CATTLE-GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0339 ***********************************************************************
 DU0339  DESIGNATION -  4173.72
 DU0339  PID         -  DU0339
 DU0339  STATE/COUNTY-  AZ/GILA
 DU0339  USGS QUAD   -  CHROME BUTTE (1966)
 DU0339
 DU0339                         *CURRENT SURVEY CONTROL
 DU0339  ___________________________________________________________________
 DU0339* NAD 83(1986)-  33 35 25.     (N)    110 38 45.     (W)     SCALED    
 DU0339* NAVD 88     -      1272.165  (meters)    4173.76   (feet)  ADJUSTED  
 DU0339  ___________________________________________________________________
 DU0339  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DU0339  DYNAMIC HT  -        1270.398 (meters)    4167.96  (feet)  COMP
 DU0339  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 DU0339
 DU0339  VERT ORDER  -  SECOND    CLASS 0
 DU0339
 DU0339.The horizontal coordinates were scaled from a topographic map and have
 DU0339.an estimated accuracy of +/- 6 seconds.
 DU0339
 DU0339.The orthometric height was determined by differential leveling
 DU0339.and adjusted by the National Geodetic Survey in June 1991..
 DU0339
 DU0339.The geoid height was determined by GEOID03.
 DU0339
 DU0339.The dynamic height is computed by dividing the NAVD 88
 DU0339.geopotential number by the normal gravity value computed on the
 DU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0339.degrees latitude (g = 980.6199 gals.).
 DU0339
 DU0339.The modeled gravity was interpolated from observed gravity values.
 DU0339
 DU0339;                    North         East    Units  Estimated Accuracy
 DU0339;SPC AZ E     -   287,320.      168,890.      MT  (+/- 180 meters Scaled)
 DU0339
 DU0339                          SUPERSEDED SURVEY CONTROL
 DU0339
 DU0339  NGVD 29 (??/??/92) 1271.488  (m)         4171.54   (f) ADJ UNCH    2 0
 DU0339
 DU0339.Superseded values are not recommended for survey control.
 DU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0339.See file dsdata.txt to determine how the superseded data were derived.
 DU0339
 DU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC328167(NAD 83)
 DU0339_MARKER: DD = SURVEY DISK
 DU0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0339_SP_SET: CULVERT
 DU0339_STAMPING: STA 1019+86 EL 4173.72
 DU0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0339
 DU0339  HISTORY     - Date     Condition        Report By
 DU0339  HISTORY     - UNK      MONUMENTED       AZHD
 DU0339  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0339
 DU0339                          STATION DESCRIPTION
 DU0339
 DU0339'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0339'20.4 MI NE FROM GLOBE.
 DU0339'20.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0339'A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 13 FEET
 DU0339'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 DU0339'ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE
 DU0339'CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0398 ***********************************************************************
 CY0398  DESIGNATION -  4177
 CY0398  PID         -  CY0398
 CY0398  STATE/COUNTY-  AZ/COCHISE
 CY0398  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0398
 CY0398                         *CURRENT SURVEY CONTROL
 CY0398  ___________________________________________________________________
 CY0398* NAD 83(1986)-  32 15 12.     (N)    109 51 47.     (W)     SCALED    
 CY0398* NAVD 88     -      1273.63   (+/-2cm)    4178.6    (feet)  VERTCON   
 CY0398  ___________________________________________________________________
 CY0398  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0398
 CY0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0398
 CY0398.The horizontal coordinates were scaled from a topographic map and have
 CY0398.an estimated accuracy of +/- 6 seconds.
 CY0398
 CY0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0398.The vertical order pertains to the NGVD 29 superseded value.
 CY0398
 CY0398.The geoid height was determined by GEOID03.
 CY0398
 CY0398;                    North         East    Units  Estimated Accuracy
 CY0398;SPC AZ E     -   139,000.      241,970.      MT  (+/- 180 meters Scaled)
 CY0398
 CY0398                          SUPERSEDED SURVEY CONTROL
 CY0398
 CY0398  NGVD 29 (??/??/92) 1272.883  (m)         4176.12   (f) ADJ UNCH    1 2
 CY0398
 CY0398.Superseded values are not recommended for survey control.
 CY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0398.See file dsdata.txt to determine how the superseded data were derived.
 CY0398
 CY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA070690(NAD 83)
 CY0398_MARKER: DB = BENCH MARK DISK
 CY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0398_STAMPING: 4177 W.A. 10 1940
 CY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0398+STABILITY: SURFACE MOTION
 CY0398
 CY0398  HISTORY     - Date     Condition        Report By
 CY0398  HISTORY     - 1940     MONUMENTED       USGS
 CY0398  HISTORY     - 1952     GOOD             NGS
 CY0398  HISTORY     - 1960     GOOD             NGS
 CY0398
 CY0398                          STATION DESCRIPTION
 CY0398
 CY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0398'1.9 MI W FROM WILLCOX.
 CY0398'1.9 MILES WEST ALONG MALEY STREET FROM THE POST OFFICE AT WILLCOX, AT
 CY0398'A T JUNCTION OF A FENCE LINE SOUTH AND EAST OF A SMALL BLOCK CINDER
 CY0398'HOUSE, 180.0 FEET SOUTHEAST OF A WINDMILL, 31.0 FEET NORTH OF THE
 CY0398'CENTER LINE OF THE ROAD, 6.5 FEET WEST OF A NORTH-SOUTH FENCE, 5.8
 CY0398'FEET NORTH OF AN EAST-WEST FENCE, 1.4 FEET EAST OF A WITNESS POST,
 CY0398'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CY0398'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, A UNITED STATES GEOLOGICAL
 CY0398'SURVEY METAL TAG ON A FENCE POST STAMPED 4176.5.
 CY0398
 CY0398                          STATION RECOVERY (1960)
 CY0398
 CY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0535 ***********************************************************************
 CY0535  DESIGNATION -  4179
 CY0535  PID         -  CY0535
 CY0535  STATE/COUNTY-  AZ/COCHISE
 CY0535  USGS QUAD   -  COCHISE (1985)
 CY0535
 CY0535                         *CURRENT SURVEY CONTROL
 CY0535  ___________________________________________________________________
 CY0535* NAD 83(1992)-  32 05 22.93019(N)    109 54 21.16852(W)     ADJUSTED  
 CY0535* NAVD 88     -      1277.959  (meters)    4192.77   (feet)  ADJUSTED  
 CY0535  ___________________________________________________________________
 CY0535  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0535  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0535  DYNAMIC HT  -        1276.023 (meters)    4186.42  (feet)  COMP
 CY0535  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0535
 CY0535  HORZ ORDER  -  FIRST
 CY0535  VERT ORDER  -  FIRST     CLASS II
 CY0535
 CY0535.The horizontal coordinates were established by classical geodetic methods
 CY0535.and adjusted by the National Geodetic Survey in August 1993..
 CY0535
 CY0535.The orthometric height was determined by differential leveling
 CY0535.and adjusted by the National Geodetic Survey in June 1991..
 CY0535
 CY0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0535
 CY0535.The geoid height was determined by GEOID03.
 CY0535
 CY0535.The dynamic height is computed by dividing the NAVD 88
 CY0535.geopotential number by the normal gravity value computed on the
 CY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0535.degrees latitude (g = 980.6199 gals.).
 CY0535
 CY0535.The modeled gravity was interpolated from observed gravity values.
 CY0535
 CY0535;                    North         East     Units Scale Factor Converg.
 CY0535;SPC AZ E     -   120,842.720   237,976.092   MT  0.99990747   +0 08 18.8
 CY0535;SPC AZ E     -   396,465.62    780,761.46   iFT  0.99990747   +0 08 18.8
 CY0535;UTM  12      - 3,550,902.391   603,247.481   MT  0.99973146   +0 34 52.7
 CY0535
 CY0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0535!SPC AZ E     -   0.99980365  x   0.99990747  =   0.99971114
 CY0535!UTM  12      -   0.99980365  x   0.99973146  =   0.99953517
 CY0535
 CY0535|---------------------------------------------------------------------|
 CY0535| PID    Reference Object                     Distance      Geod. Az  |
 CY0535|                                                           dddmmss.s |
 CY0535| CY0594 4179 RM 3                            22.008 METERS 13253     |
 CY0535| CC6127 4179 AZ MK 2                                       1592514.0 |
 CY0535| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX. 3.3 KM 1603247.8 |
 CY0535| CY0593 4179 RM 2                            27.840 METERS 23519     |
 CY0535| CC6128 4178                                               3333103.5 |
 CY0535| CC6129 4179 RM 1                            18.852 METERS 33732     |
 CY0535|---------------------------------------------------------------------|
 CY0535
 CY0535                          SUPERSEDED SURVEY CONTROL
 CY0535
 CY0535  NAD 83(1986)-  32 05 22.92315(N)    109 54 21.16420(W) AD(       ) 1
 CY0535  NAD 27      -  32 05 22.63600(N)    109 54 18.92400(W) AD(       ) 1
 CY0535  NGVD 29 (??/??/92) 1277.214  (m)         4190.33   (f) ADJ UNCH    1 2
 CY0535
 CY0535.Superseded values are not recommended for survey control.
 CY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0535.See file dsdata.txt to determine how the superseded data were derived.
 CY0535
 CY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0324750902(NAD 83)
 CY0535_MARKER: DD = SURVEY DISK
 CY0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0535_SP_SET: METAL PIPE IN CONCRETE
 CY0535_STAMPING: 4179 1907 U.S.C. AND G.S. 1935
 CY0535_MARK LOGO: USGS  
 CY0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0535
 CY0535  HISTORY     - Date     Condition        Report By
 CY0535  HISTORY     - 1907     MONUMENTED       USGS
 CY0535  HISTORY     - 1935     GOOD             USGS
 CY0535  HISTORY     - 1970     GOOD             NGS
 CY0535  HISTORY     - 1980     GOOD             NGS
 CY0535  HISTORY     - 1982     GOOD             AZDT
 CY0535  HISTORY     - 19920401 MARK NOT FOUND   LOCENG
 CY0535  HISTORY     - 20060506 POOR             NGS
 CY0535
 CY0535                          STATION DESCRIPTION
 CY0535
 CY0535'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CY0535'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK PIPE,
 CY0535'REINFORCED WITH CONCRETE.
 CY0535'
 CY0535'TO REACH FROM COCHISE GO SOUTH AS PER SIGN DOUGLAS, ETC.,
 CY0535'FOR 2.1 MILES, STATION IS ON THE NORTHEAST SIDE OF ROAD AND
 CY0535'BETWEEN ROAD AND RIGHT-OF-WAY FENCE.  (U.S. GEOLOGICAL SURVEY
 CY0535'B.M. 4178 IS APPROXIMATELY 2.5 MILES FARTHER UP THE ROAD).
 CY0535
 CY0535                          STATION RECOVERY (1970)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0535'2.0 MI SE FROM COCHISE.
 CY0535'0.55 MILE EAST ALONG SURFACED ROAD FROM THE POST OFFICE IN COCHISE TO
 CY0535'THE JUNCTION WITH U.S. HIGHWAY 666 THENCE SOUTHEAST ALONG U.S. HIGHWAY
 CY0535'666 1.7 MILES, 31 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 666 ,
 CY0535'19 FEET WEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 19 FEET SOUTH OF
 CY0535'TELEPHONE POLE NUMBER 3, AND 2.5 FEET NORTH OF A WOODEN 4X4 WITNESS
 CY0535'POST.  A BRONZE U.S. GEOLOGICAL SURVEY STANDARD CAP STAMPED 4179 1907
 CY0535'U.S.C. AND G.S. 1935 RIVETED ON TOP OF A 4-INCH IRON PIPE PROJECTING 1
 CY0535'FOOT ABOVE GROUND REINFORCED BY A 10-INCH SQUARE CONCRETE MONUMENT
 CY0535'PROJECTING 2 INCHES ABOVE GROUND.  SEC 33, T 153S, R 24E.
 CY0535
 CY0535                          STATION RECOVERY (1980)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0535'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0535'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS (3.1
 CY0535'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3 MILE)
 CY0535'SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE CEMETERY, 9.4 METERS
 CY0535'(31.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.9 METERS
 CY0535'(115 FEET) SOUTHEAST OF THE CENTER OF A METAL GATE, 6.0 METERS (20.0
 CY0535'FEET) SOUTHEAST OF TELEPHONE POLE NUMBER 3, 0.9 METER (3.0 FEET)
 CY0535'NORTHWEST OF A WOODEN POST.A SHALLOW SET PIPE FLUSH WITH THE GROUND.
 CY0535'THE MARK IS .3 METERS  NE FROM A WITNESS POST.
 CY0535'THE MARK IS ABOVE LEVEL WITH CENTERLINE HIGHWAY.
 CY0535
 CY0535                          STATION RECOVERY (1982)
 CY0535
 CY0535'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY0535'THE STATION IS LOCATED 12 MILES SOUTH SOUTHWEST OF WILLCOX AND 2
 CY0535'MILES SOUTHEAST OF COCHISE, ARIZONA.
 CY0535'
 CY0535'THE STATION AND REFERENCE MARKS MARKS WERE RECOVERED IN GOOD CONDITION
 CY0535'AS DESCRIBED IN 1970.  THE AZ MARK WAS SEARCHED FOR AND NOT FOUND.
 CY0535'A NEW ROUTE TO THE STATION FOLLOWS.
 CY0535'
 CY0535'TO REACH FROM TRAFFIC INTERCHANGE AT I-10 AND U.S. 666, ABOUT 8.5
 CY0535'SOUTHWEST OF WILLCOX, ARIZONA, TRAVEL SOUTHEAST ON U.S. 666 FOR 7.1
 CY0535'MILES TO THE STATION ON THE LEFT AT MP 59.5.  THE STATION IS 31 FEET
 CY0535'EAST OF THE CENTERLINE OF U.S. 666.
 CY0535
 CY0535                          STATION RECOVERY (1992)
 CY0535
 CY0535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 CY0535'MARK NOT FOUND.
 CY0535
 CY0535                          STATION RECOVERY (2006)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0535'US 666 IS NOW US 191. PIPE WAS BENT TO NORTH AND CONCRETE COLLAR IS
 CY0535'BROKEN.  POSITION AND ELEVATION ARE INVALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0595 ***********************************************************************
 CY0595  DESIGNATION -  4179 AZ MK 2
 CY0595  PID         -  CY0595
 CY0595  STATE/COUNTY-  AZ/COCHISE
 CY0595  USGS QUAD   -  COCHISE (1985)
 CY0595
 CY0595                         *CURRENT SURVEY CONTROL
 CY0595  ___________________________________________________________________
 CY0595* NAD 83(1986)-  32 05 06.     (N)    109 54 14.     (W)     SCALED    
 CY0595* NAVD 88     -      1276.884  (meters)    4189.24   (feet)  ADJUSTED  
 CY0595  ___________________________________________________________________
 CY0595  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0595  DYNAMIC HT  -        1274.949 (meters)    4182.90  (feet)  COMP
 CY0595  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CY0595
 CY0595  VERT ORDER  -  FIRST     CLASS II
 CY0595
 CY0595.The horizontal coordinates were scaled from a topographic map and have
 CY0595.an estimated accuracy of +/- 6 seconds.
 CY0595
 CY0595.The orthometric height was determined by differential leveling
 CY0595.and adjusted by the National Geodetic Survey in June 1991..
 CY0595
 CY0595.The geoid height was determined by GEOID03.
 CY0595
 CY0595.The dynamic height is computed by dividing the NAVD 88
 CY0595.geopotential number by the normal gravity value computed on the
 CY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0595.degrees latitude (g = 980.6199 gals.).
 CY0595
 CY0595.The modeled gravity was interpolated from observed gravity values.
 CY0595
 CY0595;                    North         East    Units  Estimated Accuracy
 CY0595;SPC AZ E     -   120,320.      238,170.      MT  (+/- 180 meters Scaled)
 CY0595
 CY0595                          SUPERSEDED SURVEY CONTROL
 CY0595
 CY0595.No superseded survey control is available for this station.
 CY0595
 CY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA034503(NAD 83)
 CY0595_MARKER: DZ = AZIMUTH MARK DISK
 CY0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0595_SP_SET: CONCRETE POST
 CY0595_STAMPING: BM 4179 USGS 1935 1970
 CY0595_PROJECTION: FLUSH
 CY0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0595+STABILITY: SURFACE MOTION
 CY0595
 CY0595  HISTORY     - Date     Condition        Report By
 CY0595  HISTORY     - 1970     MONUMENTED       NGS
 CY0595  HISTORY     - 1980     GOOD             NGS
 CY0595
 CY0595                          STATION DESCRIPTION
 CY0595
 CY0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0595'20.6 KM SW FROM WILLCOX.
 CY0595'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0595'RAILROAD FROM THE STATION IN WILLCOX, THENCE 5.5 KILOMETERS (3.4
 CY0595'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.55 KILOMETER (0.35
 CY0595'MILE) SOUTHEAST OF THE STATION, 14.9 METERS (48.8 FEET)
 CY0595'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1 FOOT)
 CY0595'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 4.1 METERS (13.5 FEET)
 CY0595'NORTH OF POWER POLE NUMBER 16.
 CY0595'THE MARK IS .9 METERS  SE FROM A WITNESS POST.
 CY0595'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0593 ***********************************************************************
 CY0593  DESIGNATION -  4179 RM 2
 CY0593  PID         -  CY0593
 CY0593  STATE/COUNTY-  AZ/COCHISE
 CY0593  USGS QUAD   -  COCHISE (1985)
 CY0593
 CY0593                         *CURRENT SURVEY CONTROL
 CY0593  ___________________________________________________________________
 CY0593* NAD 83(1992)-  32 05 22.41578(N)    109 54 22.04147(W)     ADJUSTED  
 CY0593* NAVD 88     -      1277.750  (meters)    4192.08   (feet)  ADJUSTED  
 CY0593  ___________________________________________________________________
 CY0593  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CY0593  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0593  DYNAMIC HT  -        1275.814 (meters)    4185.73  (feet)  COMP
 CY0593  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0593
 CY0593  HORZ ORDER  -  SECOND
 CY0593  VERT ORDER  -  FIRST     CLASS II
 CY0593
 CY0593.The horizontal coordinates were established by classical geodetic methods
 CY0593.and adjusted by the National Geodetic Survey in August 1993..
 CY0593
 CY0593.The orthometric height was determined by differential leveling
 CY0593.and adjusted by the National Geodetic Survey in June 1991..
 CY0593
 CY0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0593
 CY0593.The geoid height was determined by GEOID03.
 CY0593
 CY0593.The dynamic height is computed by dividing the NAVD 88
 CY0593.geopotential number by the normal gravity value computed on the
 CY0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0593.degrees latitude (g = 980.6199 gals.).
 CY0593
 CY0593.The modeled gravity was interpolated from observed gravity values.
 CY0593
 CY0593;                    North         East     Units Scale Factor Converg.
 CY0593;SPC AZ E     -   120,826.822   237,953.241   MT  0.99990746   +0 08 18.3
 CY0593;SPC AZ E     -   396,413.46    780,686.49   iFT  0.99990746   +0 08 18.3
 CY0593;UTM  12      - 3,550,886.319   603,224.758   MT  0.99973140   +0 34 52.2
 CY0593
 CY0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0593!SPC AZ E     -   0.99980369  x   0.99990746  =   0.99971116
 CY0593!UTM  12      -   0.99980369  x   0.99973140  =   0.99953514
 CY0593
 CY0593                          SUPERSEDED SURVEY CONTROL
 CY0593
 CY0593  NAD 83(1986)-  32 05 22.40875(N)    109 54 22.03714(W) AD(       ) 2
 CY0593  NGVD 29 (03/13/91) 1277.03   (m)         4189.7    (f) LEVELING    3  
 CY0593
 CY0593.Superseded values are not recommended for survey control.
 CY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0593.See file dsdata.txt to determine how the superseded data were derived.
 CY0593
 CY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0322550886(NAD 83)
 CY0593_MARKER: DR = REFERENCE MARK DISK
 CY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0593_SP_SET: CONCRETE POST
 CY0593_STAMPING: BM 4179 USGS NO 2 1935
 CY0593_PROJECTION: FLUSH
 CY0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0593+STABILITY: SURFACE MOTION
 CY0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0593+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0593
 CY0593  HISTORY     - Date     Condition        Report By
 CY0593  HISTORY     - 1935     MONUMENTED       CGS
 CY0593  HISTORY     - 1980     GOOD             NGS
 CY0593  HISTORY     - 20060506 GOOD             NGS
 CY0593
 CY0593                          STATION DESCRIPTION
 CY0593
 CY0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0593'20.0 KM SW FROM WILLCOX.
 CY0593'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0593'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS (3.1
 CY0593'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3 MILE)
 CY0593'SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE CEMETERY, 28.2
 CY0593'METERS (92.5 FEET) SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 CY0593'STATION, 18.5 METERS (61.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0593'THE HIGHWAY, 8.5 METERS (28.3 FEET) NORTHWEST OF POWER POLE
 CY0593'NUMBER 31, 2.4 METERS (8.0 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CY0593'FENCE.
 CY0593'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0593'THE MARK IS ABOVE LEVEL WITH CENTERLINE HIGHWAY.
 CY0593
 CY0593                          STATION RECOVERY (2006)
 CY0593
 CY0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0593'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0594 ***********************************************************************
 CY0594  DESIGNATION -  4179 RM 3
 CY0594  PID         -  CY0594
 CY0594  STATE/COUNTY-  AZ/COCHISE
 CY0594  USGS QUAD   -  COCHISE (1985)
 CY0594
 CY0594                         *CURRENT SURVEY CONTROL
 CY0594  ___________________________________________________________________
 CY0594* NAD 83(1992)-  32 05 22.44393(N)    109 54 20.55358(W)     ADJUSTED  
 CY0594* NAVD 88     -      1277.807  (meters)    4192.27   (feet)  ADJUSTED  
 CY0594  ___________________________________________________________________
 CY0594  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0594  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0594  DYNAMIC HT  -        1275.871 (meters)    4185.92  (feet)  COMP
 CY0594  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0594
 CY0594  HORZ ORDER  -  FIRST
 CY0594  VERT ORDER  -  FIRST     CLASS II
 CY0594
 CY0594.The horizontal coordinates were established by classical geodetic methods
 CY0594.and adjusted by the National Geodetic Survey in August 1993..
 CY0594
 CY0594.The orthometric height was determined by differential leveling
 CY0594.and adjusted by the National Geodetic Survey in June 1991..
 CY0594
 CY0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0594
 CY0594.The geoid height was determined by GEOID03.
 CY0594
 CY0594.The dynamic height is computed by dividing the NAVD 88
 CY0594.geopotential number by the normal gravity value computed on the
 CY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0594.degrees latitude (g = 980.6199 gals.).
 CY0594
 CY0594.The modeled gravity was interpolated from observed gravity values.
 CY0594
 CY0594;                    North         East     Units Scale Factor Converg.
 CY0594;SPC AZ E     -   120,827.783   237,992.251   MT  0.99990748   +0 08 19.1
 CY0594;SPC AZ E     -   396,416.61    780,814.47   iFT  0.99990748   +0 08 19.1
 CY0594;UTM  12      - 3,550,887.581   603,263.753   MT  0.99973150   +0 34 53.0
 CY0594
 CY0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0594!SPC AZ E     -   0.99980368  x   0.99990748  =   0.99971118
 CY0594!UTM  12      -   0.99980368  x   0.99973150  =   0.99953523
 CY0594
 CY0594:                Primary Azimuth Mark                     Grid Az
 CY0594:SPC AZ E     -  4178                                     160 22 01.7
 CY0594:UTM  12      -  4178                                     159 55 27.8
 CY0594
 CY0594|---------------------------------------------------------------------|
 CY0594| PID    Reference Object                     Distance      Geod. Az  |
 CY0594|                                                           dddmmss.s |
 CY0594| CC6128 4178                                               1603020.8 |
 CY0594| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX. 3.3 KM 1604325.1 |
 CY0594| CY0593 4179 RM 2                            39.026 METERS 26844     |
 CY0594| CY0535 4179                                 22.008 METERS 31253     |
 CY0594|---------------------------------------------------------------------|
 CY0594
 CY0594                          SUPERSEDED SURVEY CONTROL
 CY0594
 CY0594  NAD 83(1986)-  32 05 22.43715(N)    109 54 20.54953(W) AD(       ) 1
 CY0594  NAD 27      -  32 05 22.14975(N)    109 54 18.30910(W) AD(       ) 1
 CY0594  NGVD 29 (03/13/91) 1277.09   (m)         4189.9    (f) LEVELING    3  
 CY0594
 CY0594.Superseded values are not recommended for survey control.
 CY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0594.See file dsdata.txt to determine how the superseded data were derived.
 CY0594
 CY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0326450888(NAD 83)
 CY0594_MARKER: DR = REFERENCE MARK DISK
 CY0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0594_SP_SET: CONCRETE POST
 CY0594_STAMPING: BM 4179 USGS NO 3 1935
 CY0594_MARK LOGO: NGS   
 CY0594_PROJECTION: FLUSH
 CY0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0594+STABILITY: SURFACE MOTION
 CY0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0594+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0594
 CY0594  HISTORY     - Date     Condition        Report By
 CY0594  HISTORY     - 1970     MONUMENTED       NGS
 CY0594  HISTORY     - 1980     GOOD             NGS
 CY0594  HISTORY     - 19920401 POOR             LOCENG
 CY0594  HISTORY     - 20060506 GOOD             NGS
 CY0594
 CY0594                          STATION DESCRIPTION
 CY0594
 CY0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0594'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF WILLCOX,
 CY0594'9 MILES NORTHEAST OF DRAGOON, 2 MILES SOUTHEAST OF COCHISE, ON THE
 CY0594'NORTHEAST SIDE OF U. S. HIGHWAY 666 AND ON PROPERTY OWNED BY MR.
 CY0594'HOWARD ADAMS OF COCHISE, ARIZONA.
 CY0594'
 CY0594'TO REACH THE STATION FROM THE POST OFFICE IN COCHISE GO EAST ON THE
 CY0594'SURFACED ROAD FOR 0.55 MILE TO THE JUNCTION OF U. S. HIGHWAY 666.
 CY0594'TURN RIGHT AND GO SOUTHEAST ON U. S. HIGHWAY 666 FOR 1.7 MILES TO
 CY0594'THE STATION ON THE LEFT AS DESCRIBED.
 CY0594'
 CY0594'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED BM 4179
 CY0594'USGS NO 3 1935 1970, THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 CY0594'CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 2
 CY0594'INCHES ABOVE THE GROUND SURFACE.  IT IS 147 FEET NORTHWEST OF
 CY0594'POWER LINE POLE NUMBER 25, 61 FEET EAST OF THE CENTER OF U. S.
 CY0594'HIGHWAY 666 AND 11 FEET EAST OF A METAL WITNESS POST WITH SIGN SET
 CY0594'IN THE NORTHEAST RIGHT-OF-WAY FENCE.  THE UNDER GROUND MARK
 CY0594'WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CY0594'
 CY0594'THE MARK IS A U. S. GEOLOGICAL SURVEY BENCH MARK BRONZE CAP STAMPED
 CY0594'4179 1907 U.S.C. AND G.S. 1935, RIVETED TO THE TOP OF A FOUR INCH
 CY0594'IRON PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT HAS BEEN
 CY0594'REINFORCED BY A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0594'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE
 CY0594'CENTER OF U. S. HIGHWAY 666, 19 FEET WEST OF THE NORTHEAST
 CY0594'RIGHT-OF-WAY FENCE, 19 FEET SOUTH OF TELEPHONE POLE NUMBER 3 AND
 CY0594'2.5 FEET NORTH OF A 4 X 4-INCH WOODEN WITNESS POST.
 CY0594'
 CY0594'REFERENCE MARK 2 IS A STANDARD DISK STAMPED U.S.G.S. B.M. 4179 NO. 2
 CY0594'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CY0594'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET WEST OF
 CY0594'THE CENTER OF U. S. HIGHWAY 666, 28 FEET NORTH OF POWER LINE POLE
 CY0594'NUMBER 31-10, 8 FEET WEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND
 CY0594'2 FEET EAST OF A 4 X 4-INCH WOODEN WITNESS POST.
 CY0594'
 CY0594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM 4179 USGS 1935 1970,
 CY0594'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CY0594'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 49
 CY0594'FEET WEST OF THE CENTER OF U. S. HIGHWAY 666, 13 FEET NORTHEAST
 CY0594'OF POWER LINE POLE NUMBER 16 AND 2.5 FEET SOUTH OF A METAL
 CY0594'WITNESS POST WITH SIGN SET IN THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CY0594'
 CY0594'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON
 CY0594'U. S. HIGHWAY 666 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 CY0594'
 CY0594'REFERENCE MARK 3 WAS ESTABLISHED BECAUSE OF A TELEPHONE LINE OVER THE
 CY0594'OLD STATION.
 CY0594'
 CY0594'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 CY0594
 CY0594                          STATION RECOVERY (1980)
 CY0594
 CY0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0594'20.0 KM SW FROM WILLCOX.
 CY0594'15.1 KILOMETERS (9.3 MILES) SOURHWEST ALONG THE SOUTHERN PACIFIC
 CY0594'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS
 CY0594'(3.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3
 CY0594'MILE) SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE
 CY0594'CEMETERY, 18.6 METERS (60.8 FEET) NORTHEAST OF THE CENTERLINE
 CY0594'OF THE HIGHWAY, 22.1 METERS (72.5 FEET) SOUTHEAST OF THE
 CY0594'STATION, 3.3 METERS (10.8 FEET) NORTHEAST OF THE RIGHT-OF-WAY
 CY0594'FENCE.
 CY0594'THE MARK IS 3.3 METERS  NE FROM A WITNESS POST.
 CY0594'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 CY0594
 CY0594                          STATION RECOVERY (1992)
 CY0594
 CY0594'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 CY0594'MARK RECOVERED IN POOR CONDITION.
 CY0594
 CY0594                          STATION RECOVERY (2006)
 CY0594
 CY0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0594'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1075 ***********************************************************************
 DA1075  DESIGNATION -  418
 DA1075  PID         -  DA1075
 DA1075  STATE/COUNTY-  AZ/YUMA
 DA1075  USGS QUAD   -  MOHAWK (1982)
 DA1075
 DA1075                         *CURRENT SURVEY CONTROL
 DA1075  ___________________________________________________________________
 DA1075* NAD 83(1986)-  32 43 07.     (N)    113 48 28.     (W)     SCALED    
 DA1075* NAVD 88     -       128.027  (meters)     420.04   (feet)  ADJUSTED  
 DA1075  ___________________________________________________________________
 DA1075  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA1075  DYNAMIC HT  -         127.882 (meters)     419.56  (feet)  COMP
 DA1075  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 DA1075
 DA1075  VERT ORDER  -  FIRST     CLASS II
 DA1075
 DA1075.The horizontal coordinates were scaled from a topographic map and have
 DA1075.an estimated accuracy of +/- 6 seconds.
 DA1075
 DA1075.The orthometric height was determined by differential leveling
 DA1075.and adjusted by the National Geodetic Survey in June 1991..
 DA1075
 DA1075.The geoid height was determined by GEOID03.
 DA1075
 DA1075.The dynamic height is computed by dividing the NAVD 88
 DA1075.geopotential number by the normal gravity value computed on the
 DA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1075.degrees latitude (g = 980.6199 gals.).
 DA1075
 DA1075.The modeled gravity was interpolated from observed gravity values.
 DA1075
 DA1075;                    North         East    Units  Estimated Accuracy
 DA1075;SPC AZ W     -   190,560.      207,940.      MT  (+/- 180 meters Scaled)
 DA1075
 DA1075                          SUPERSEDED SURVEY CONTROL
 DA1075
 DA1075.No superseded survey control is available for this station.
 DA1075
 DA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB368235(NAD 83)
 DA1075_MARKER: P = PIPE CAP
 DA1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1075_MARK LOGO: CGS   
 DA1075_PROJECTION: PROJECTING 20 CENTIMETERS
 DA1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1075
 DA1075  HISTORY     - Date     Condition        Report By
 DA1075  HISTORY     - UNK      MONUMENTED       USGS
 DA1075  HISTORY     - 1960     GOOD             NGS
 DA1075  HISTORY     - 1981     GOOD             NGS
 DA1075  HISTORY     - 1981     GOOD             NGS
 DA1075
 DA1075                          STATION DESCRIPTION
 DA1075
 DA1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1075'3.15 MI W FROM MOHAWK LODGE.
 DA1075'3.15 MILE WESTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.05 MILE
 DA1075'WEST FROM TRIANGULATION STATION OWL, AND AN AZIMUTH MARK FOR THAT
 DA1075'STATION, 103 FEET SOUTH FROM THE CENTER LINE OF THE HIGHWAY, 45 FEET
 DA1075'NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 5 FEET EAST FROM A
 DA1075'POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 DA1075
 DA1075                          STATION RECOVERY (1981)
 DA1075
 DA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1075'14.0 KM (8.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1075'IN TACNA, 0.1 KM (0.05 MI) SOUTHWEST OF TRIANGULATION STATION OWL,
 DA1075'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 M
 DA1075'(45.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 DA1075'RAILROAD TRACKS.
 DA1075'NOTE-THERE IS NO STAMPING ON THIS MARK.
 DA1075'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1075'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1075
 DA1075                          STATION RECOVERY (1981)
 DA1075
 DA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1075'14.0 KM (8.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1075'IN TACNA, 0.1 KM (0.05 MI) SOUTHWEST OF TRIANGULATION STATION OWL,
 DA1075'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 M
 DA1075'(45.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 DA1075'RAILROAD TRACKS.
 DA1075'NOTE-THERE IS NO STAMPING ON THIS MARK.
 DA1075'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1075'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1098 ***********************************************************************
 DA1098  DESIGNATION -  418
 DA1098  PID         -  DA1098
 DA1098  STATE/COUNTY-  AZ/YUMA
 DA1098  USGS QUAD   -  DATELAND (1982)
 DA1098
 DA1098                         *CURRENT SURVEY CONTROL
 DA1098  ___________________________________________________________________
 DA1098* NAD 83(1986)-  32 47 06.     (N)    113 34 05.     (W)     SCALED    
 DA1098* NAVD 88     -       127.892  (meters)     419.59   (feet)  ADJUSTED  
 DA1098  ___________________________________________________________________
 DA1098  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA1098  DYNAMIC HT  -         127.747 (meters)     419.12  (feet)  COMP
 DA1098  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DA1098
 DA1098  VERT ORDER  -  FIRST     CLASS II
 DA1098
 DA1098.The horizontal coordinates were scaled from a topographic map and have
 DA1098.an estimated accuracy of +/- 6 seconds.
 DA1098
 DA1098.The orthometric height was determined by differential leveling
 DA1098.and adjusted by the National Geodetic Survey in June 1991..
 DA1098
 DA1098.The geoid height was determined by GEOID03.
 DA1098
 DA1098.The dynamic height is computed by dividing the NAVD 88
 DA1098.geopotential number by the normal gravity value computed on the
 DA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1098.degrees latitude (g = 980.6199 gals.).
 DA1098
 DA1098.The modeled gravity was interpolated from observed gravity values.
 DA1098
 DA1098;                    North         East    Units  Estimated Accuracy
 DA1098;SPC AZ W     -   197,930.      230,400.      MT  (+/- 180 meters Scaled)
 DA1098
 DA1098                          SUPERSEDED SURVEY CONTROL
 DA1098
 DA1098.No superseded survey control is available for this station.
 DA1098
 DA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB594303(NAD 83)
 DA1098_MARKER: DD = SURVEY DISK
 DA1098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1098+WITH SETTING: INTO GROUND
 DA1098_MARK LOGO: USGS  
 DA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1098+STABILITY: SURFACE MOTION
 DA1098
 DA1098  HISTORY     - Date     Condition        Report By
 DA1098  HISTORY     - UNK      MONUMENTED       USGS
 DA1098  HISTORY     - 1952     GOOD             NGS
 DA1098  HISTORY     - 1981     GOOD             NGS
 DA1098  HISTORY     - 1981     GOOD             NGS
 DA1098
 DA1098                          STATION DESCRIPTION
 DA1098
 DA1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1098'7.3 MI SW FROM AZTEC.
 DA1098'7.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1098'THE WATER TANK AT AZTEC, SOUTH OF THE RAILROAD TRACK, 0.5 MILE
 DA1098'SOUTHWEST OF MILEPOST 805, 186 FEET SOUTHWEST OF AND ACROSS THE
 DA1098'RAILROAD TRACK FROM THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH OF
 DA1098'THE SOUTH RAIL, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 DA1098'LOWER THAN THE RAILROAD TRACK, AND RIVETED ON THE TOP OF A 3 1/2 INCH
 DA1098'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DA1098
 DA1098                          STATION RECOVERY (1981)
 DA1098
 DA1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1098'RECOVERED IN GOOD CONDITION.
 DA1098
 DA1098                          STATION RECOVERY (1981)
 DA1098
 DA1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0086 ***********************************************************************
 CF0086  DESIGNATION -  4183
 CF0086  PID         -  CF0086
 CF0086  STATE/COUNTY-  AZ/COCHISE
 CF0086  USGS QUAD   -  RODEO (1987)
 CF0086
 CF0086                         *CURRENT SURVEY CONTROL
 CF0086  ___________________________________________________________________
 CF0086* NAD 83(1986)-  31 47 31.     (N)    109 03 45.     (W)     SCALED    
 CF0086* NAVD 88     -      1275.72   (+/-2cm)    4185.4    (feet)  VERTCON   
 CF0086  ___________________________________________________________________
 CF0086  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0086
 CF0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0086
 CF0086.The horizontal coordinates were scaled from a topographic map and have
 CF0086.an estimated accuracy of +/- 6 seconds.
 CF0086
 CF0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0086.The vertical order pertains to the NGVD 29 superseded value.
 CF0086
 CF0086.The geoid height was determined by GEOID03.
 CF0086
 CF0086;                    North         East    Units  Estimated Accuracy
 CF0086;SPC AZ E     -    88,330.      317,920.      MT  (+/- 180 meters Scaled)
 CF0086
 CF0086                          SUPERSEDED SURVEY CONTROL
 CF0086
 CF0086  NGVD 29 (??/??/92) 1274.868  (m)         4182.63   (f) ADJ UNCH    2 0
 CF0086
 CF0086.Superseded values are not recommended for survey control.
 CF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0086.See file dsdata.txt to determine how the superseded data were derived.
 CF0086
 CF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA834190(NAD 83)
 CF0086_MARKER: DD = SURVEY DISK
 CF0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0086_SP_SET: CULVERT
 CF0086_STAMPING: 4183
 CF0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0086
 CF0086  HISTORY     - Date     Condition        Report By
 CF0086  HISTORY     - UNK      MONUMENTED       USGS
 CF0086  HISTORY     - 1935     GOOD             NGS
 CF0086
 CF0086                          STATION DESCRIPTION
 CF0086
 CF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0086'3.7 MI SW FROM RODEO.
 CF0086'3.7 MI. S W. OF DEPOT ALONG THE S.P.R.R., 6 FT. N. W. OF THE CENTER
 CF0086'LINE OF THE TRACK SET IN THE N. W. CORNER OF CONCRETE CULVERT NO.
 CF0086'1155.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0832 ***********************************************************************
 FQ0832  DESIGNATION -  42 BKC
 FQ0832  PID         -  FQ0832
 FQ0832  STATE/COUNTY-  AZ/COCONINO
 FQ0832  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0832
 FQ0832                         *CURRENT SURVEY CONTROL
 FQ0832  ___________________________________________________________________
 FQ0832* NAD 83(1986)-  35 33 36.     (N)    111 07 56.     (W)     SCALED    
 FQ0832* NAVD 88     -      1463.973  (meters)    4803.05   (feet)  POSTED    
 FQ0832  ___________________________________________________________________
 FQ0832  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0832  DYNAMIC HT  -        1462.100 (meters)    4796.91  (feet)  COMP
 FQ0832  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 FQ0832
 FQ0832  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0832
 FQ0832.The horizontal coordinates were scaled from a topographic map and have
 FQ0832.an estimated accuracy of +/- 6 seconds.
 FQ0832
 FQ0832.The orthometric height was determined by differential leveling
 FQ0832.and adjusted by the National Geodetic Survey in 1992..
 FQ0832.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0832.rate of 0.0 thru 1.0 mm/km.
 FQ0832
 FQ0832.The geoid height was determined by GEOID03.
 FQ0832
 FQ0832.The dynamic height is computed by dividing the NAVD 88
 FQ0832.geopotential number by the normal gravity value computed on the
 FQ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0832.degrees latitude (g = 980.6199 gals.).
 FQ0832
 FQ0832.The modeled gravity was interpolated from observed gravity values.
 FQ0832
 FQ0832;                    North         East    Units  Estimated Accuracy
 FQ0832;SPC AZ C     -   505,980.      284,470.      MT  (+/- 180 meters Scaled)
 FQ0832
 FQ0832                          SUPERSEDED SURVEY CONTROL
 FQ0832
 FQ0832.No superseded survey control is available for this station.
 FQ0832
 FQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE880351(NAD 83)
 FQ0832_MARKER: DB = BENCH MARK DISK
 FQ0832_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0832_SP_SET: COPPER-CLAD STEEL ROD
 FQ0832_STAMPING: 42 BKC 1968
 FQ0832_MARK LOGO: USGS  
 FQ0832_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0832+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0832
 FQ0832  HISTORY     - Date     Condition        Report By
 FQ0832  HISTORY     - 1968     MONUMENTED       USGS
 FQ0832
 FQ0832                          STATION DESCRIPTION
 FQ0832
 FQ0832'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0832'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0832'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0832'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0832'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0832'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0832'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 1.8
 FQ0832'MILES SOUTHWEST ALONG A DIRT ROAD, 0.2 MILES SOUTH OF A STOCK POND,
 FQ0832'19 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 FQ0832'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0832'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0634 ***********************************************************************
 FP0634  DESIGNATION -  42 HLS
 FP0634  PID         -  FP0634
 FP0634  STATE/COUNTY-  AZ/APACHE
 FP0634  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0634
 FP0634                         *CURRENT SURVEY CONTROL
 FP0634  ___________________________________________________________________
 FP0634* NAD 83(1986)-  35 37 24.     (N)    109 32 34.     (W)     SCALED    
 FP0634* NAVD 88     -      2045.831  (meters)    6712.03   (feet)  ADJUSTED  
 FP0634  ___________________________________________________________________
 FP0634  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FP0634  DYNAMIC HT  -        2042.991 (meters)    6702.71  (feet)  COMP
 FP0634  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 FP0634
 FP0634  VERT ORDER  -  SECOND    CLASS II
 FP0634
 FP0634.The horizontal coordinates were scaled from a topographic map and have
 FP0634.an estimated accuracy of +/- 6 seconds.
 FP0634
 FP0634.The orthometric height was determined by differential leveling
 FP0634.and adjusted by the National Geodetic Survey in June 1991..
 FP0634
 FP0634.The geoid height was determined by GEOID03.
 FP0634
 FP0634.The dynamic height is computed by dividing the NAVD 88
 FP0634.geopotential number by the normal gravity value computed on the
 FP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0634.degrees latitude (g = 980.6199 gals.).
 FP0634
 FP0634.The modeled gravity was interpolated from observed gravity values.
 FP0634
 FP0634;                    North         East    Units  Estimated Accuracy
 FP0634;SPC AZ E     -   512,900.      269,870.      MT  (+/- 180 meters Scaled)
 FP0634
 FP0634                          SUPERSEDED SURVEY CONTROL
 FP0634
 FP0634  NGVD 29 (??/??/92) 2044.80   (m)         6708.6    (f) COMPUTED    2 2
 FP0634
 FP0634.Superseded values are not recommended for survey control.
 FP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0634.See file dsdata.txt to determine how the superseded data were derived.
 FP0634
 FP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE319431(NAD 83)
 FP0634_MARKER: DB = BENCH MARK DISK
 FP0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0634_SP_SET: COPPER-CLAD STEEL ROD
 FP0634_STAMPING: 42 HLS 1970 6709
 FP0634_MARK LOGO: USGS  
 FP0634_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0634+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0634
 FP0634  HISTORY     - Date     Condition        Report By
 FP0634  HISTORY     - 1970     MONUMENTED       USGS
 FP0634
 FP0634                          STATION DESCRIPTION
 FP0634
 FP0634'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0634'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 6.2 MILES SOUTH
 FP0634'ALONG STATE HIGHWAY 63, 8.7 MILES NORTH OF KLAGETOH TRADING POST, 0.2
 FP0634'MILES NORTHWEST OF A WINDMILL, 83 FEET EAST OF THE HIGHWAY, 59 FEET
 FP0634'SOUTHWEST OF A TRACK ROAD, 2 FEET EAST OF A WITNESS POST.  A
 FP0634'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0163 ***********************************************************************
 CG0163  DESIGNATION -  4200
 CG0163  PID         -  CG0163
 CG0163  STATE/COUNTY-  AZ/COCHISE
 CG0163  USGS QUAD   -  TOMBSTONE (1978)
 CG0163
 CG0163                         *CURRENT SURVEY CONTROL
 CG0163  ___________________________________________________________________
 CG0163* NAD 83(1986)-  31 44 06.     (N)    110 06 23.     (W)     SCALED    
 CG0163* NAVD 88     -      1284.92   (+/-2cm)    4215.6    (feet)  VERTCON   
 CG0163  ___________________________________________________________________
 CG0163  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0163
 CG0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0163
 CG0163.The horizontal coordinates were scaled from a topographic map and have
 CG0163.an estimated accuracy of +/- 6 seconds.
 CG0163
 CG0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0163.The vertical order pertains to the NGVD 29 superseded value.
 CG0163
 CG0163.The geoid height was determined by GEOID03.
 CG0163
 CG0163;                    North         East    Units  Estimated Accuracy
 CG0163;SPC AZ E     -    81,490.      219,070.      MT  (+/- 180 meters Scaled)
 CG0163
 CG0163                          SUPERSEDED SURVEY CONTROL
 CG0163
 CG0163  NGVD 29 (??/??/92) 1284.092  (m)         4212.89   (f) ADJ UNCH    2 0
 CG0163
 CG0163.Superseded values are not recommended for survey control.
 CG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0163.See file dsdata.txt to determine how the superseded data were derived.
 CG0163
 CG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA846114(NAD 83)
 CG0163_MARKER: DD = SURVEY DISK
 CG0163_SETTING: 80 = SET IN A BOULDER
 CG0163_SP_SET: BOULDER
 CG0163_STAMPING: 4200 NOGLS
 CG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0163+STABILITY: SURFACE MOTION
 CG0163
 CG0163  HISTORY     - Date     Condition        Report By
 CG0163  HISTORY     - UNK      MONUMENTED       USGS
 CG0163  HISTORY     - 1935     GOOD             NGS
 CG0163
 CG0163                          STATION DESCRIPTION
 CG0163
 CG0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0163'3.2 MI W FROM TOMBSTONE.
 CG0163'3.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0163'STATION AT TOMBSTONE, COCHISE COUNTY, ABOUT 300 FEET WEST OF TRESTLE
 CG0163'1054.31 OVER TOMBSTONE GULCH, 23 FEET SOUTH OF THE CENTERLINE OF THE
 CG0163'TRACK, AND IN THE TOP OF A GRANITE BOULDER.  A UNITED STATES
 CG0163'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4200 NOGLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0270 ***********************************************************************
 DU0270  DESIGNATION -  4212.33
 DU0270  PID         -  DU0270
 DU0270  STATE/COUNTY-  AZ/GILA
 DU0270  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0270
 DU0270                         *CURRENT SURVEY CONTROL
 DU0270  ___________________________________________________________________
 DU0270* NAD 83(1986)-  33 28 20.     (N)    110 43 22.     (W)     SCALED    
 DU0270* NAVD 88     -      1284.191  (meters)    4213.22   (feet)  ADJUSTED  
 DU0270  ___________________________________________________________________
 DU0270  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DU0270  DYNAMIC HT  -        1282.394 (meters)    4207.32  (feet)  COMP
 DU0270  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 DU0270
 DU0270  VERT ORDER  -  SECOND    CLASS 0
 DU0270
 DU0270.The horizontal coordinates were scaled from a topographic map and have
 DU0270.an estimated accuracy of +/- 6 seconds.
 DU0270
 DU0270.The orthometric height was determined by differential leveling
 DU0270.and adjusted by the National Geodetic Survey in June 1991..
 DU0270
 DU0270.The geoid height was determined by GEOID03.
 DU0270
 DU0270.The dynamic height is computed by dividing the NAVD 88
 DU0270.geopotential number by the normal gravity value computed on the
 DU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0270.degrees latitude (g = 980.6199 gals.).
 DU0270
 DU0270.The modeled gravity was interpolated from observed gravity values.
 DU0270
 DU0270;                    North         East    Units  Estimated Accuracy
 DU0270;SPC AZ E     -   274,260.      161,670.      MT  (+/- 180 meters Scaled)
 DU0270
 DU0270                          SUPERSEDED SURVEY CONTROL
 DU0270
 DU0270  NGVD 29 (??/??/92) 1283.507  (m)         4210.97   (f) ADJ UNCH    2 0
 DU0270
 DU0270.Superseded values are not recommended for survey control.
 DU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0270.See file dsdata.txt to determine how the superseded data were derived.
 DU0270
 DU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC257036(NAD 83)
 DU0270_MARKER: DD = SURVEY DISK
 DU0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0270_SP_SET: CULVERT
 DU0270_STAMPING: 377+00 EL. 4212.33
 DU0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0270
 DU0270  HISTORY     - Date     Condition        Report By
 DU0270  HISTORY     - UNK      MONUMENTED       AZHD
 DU0270  HISTORY     - 1935     GOOD             NGS
 DU0270  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0270
 DU0270                          STATION DESCRIPTION
 DU0270
 DU0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0270'8.3 MI NE FROM GLOBE.
 DU0270'8.3 MI. N.E. OF, ALONG U.S. HWY. NO. 60.  15 FT. EAST OF THE CENTER
 DU0270'LINE OF THE HIGHWAY, SET IN THE MIDDLE OF CONCRETE CULVERT, 3 FT.
 DU0270'BELOW THE SURFACE OF THE ROAD.
 DU0270
 DU0270                          STATION RECOVERY (1965)
 DU0270
 DU0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0168 ***********************************************************************
 CF0168  DESIGNATION -  4235
 CF0168  PID         -  CF0168
 CF0168  STATE/COUNTY-  AZ/COCHISE
 CF0168  USGS QUAD   -  PEARCE (1985)
 CF0168
 CF0168                         *CURRENT SURVEY CONTROL
 CF0168  ___________________________________________________________________
 CF0168* NAD 83(1986)-  31 58 48.     (N)    109 50 58.     (W)     SCALED    
 CF0168* NAVD 88     -      1295.15   (+/-2cm)    4249.2    (feet)  VERTCON   
 CF0168  ___________________________________________________________________
 CF0168  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0168
 CF0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0168
 CF0168.The horizontal coordinates were scaled from a topographic map and have
 CF0168.an estimated accuracy of +/- 6 seconds.
 CF0168
 CF0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0168.The vertical order pertains to the NGVD 29 superseded value.
 CF0168
 CF0168.The geoid height was determined by GEOID03.
 CF0168
 CF0168;                    North         East    Units  Estimated Accuracy
 CF0168;SPC AZ E     -   108,690.      243,340.      MT  (+/- 180 meters Scaled)
 CF0168
 CF0168                          SUPERSEDED SURVEY CONTROL
 CF0168
 CF0168  NGVD 29 (??/??/92) 1294.363  (m)         4246.59   (f) ADJ UNCH    2 0
 CF0168
 CF0168.Superseded values are not recommended for survey control.
 CF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0168.See file dsdata.txt to determine how the superseded data were derived.
 CF0168
 CF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA087387(NAD 83)
 CF0168_MARKER: P = PIPE CAP
 CF0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0168_STAMPING: 4235 1907
 CF0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0168
 CF0168  HISTORY     - Date     Condition        Report By
 CF0168  HISTORY     - 1907     MONUMENTED       USGS
 CF0168  HISTORY     - 1980     POOR             NGS
 CF0168
 CF0168                          STATION DESCRIPTION
 CF0168
 CF0168'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 CF0168'5.6 MI N FROM PEARCE.
 CF0168'5.6 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0168'ABOUT 750 FEET SOUTH OF A GATE, 30 FEET EAST OF THE CENTERLINE OF THE
 CF0168'HIGHWAY, AND 3 FEET WEST OF A FENCE LINE.  A UNITED STATES GEOLOGICAL
 CF0168'SURVEY STANDARD CAP, STAMPED 4235 1907 AND RIVETED ON THE TOP OF A
 CF0168'3-1/2-INCH IRON PIPE.
 CF0168
 CF0168                          STATION RECOVERY (1980)
 CF0168
 CF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0168'MARK WAS RECOVERED BUT WAS LEANING AND LOOSE, NOT LEVELED TO
 CF0168'ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0254 ***********************************************************************
 GP0254  DESIGNATION -  4239.95
 GP0254  PID         -  GP0254
 GP0254  STATE/COUNTY-  AZ/COCONINO
 GP0254  USGS QUAD   -  EMMETT WASH (1985)
 GP0254
 GP0254                         *CURRENT SURVEY CONTROL
 GP0254  ___________________________________________________________________
 GP0254* NAD 83(1986)-  36 43 54.     (N)    111 45 32.     (W)     SCALED    
 GP0254* NAVD 88     -      1289.571  (meters)    4230.87   (feet)  POSTED    
 GP0254  ___________________________________________________________________
 GP0254  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0254  DYNAMIC HT  -        1288.070 (meters)    4225.94  (feet)  COMP
 GP0254  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 GP0254
 GP0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0254
 GP0254.The horizontal coordinates were scaled from a topographic map and have
 GP0254.an estimated accuracy of +/- 6 seconds.
 GP0254
 GP0254.The orthometric height was determined by differential leveling
 GP0254.and adjusted by the National Geodetic Survey in 1992..
 GP0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0254.rate of 0.0 thru 1.0 mm/km.
 GP0254
 GP0254.The geoid height was determined by GEOID03.
 GP0254
 GP0254.The dynamic height is computed by dividing the NAVD 88
 GP0254.geopotential number by the normal gravity value computed on the
 GP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0254.degrees latitude (g = 980.6199 gals.).
 GP0254
 GP0254.The modeled gravity was interpolated from observed gravity values.
 GP0254
 GP0254;                    North         East    Units  Estimated Accuracy
 GP0254;SPC AZ C     -   635,710.      227,450.      MT  (+/- 180 meters Scaled)
 GP0254
 GP0254                          SUPERSEDED SURVEY CONTROL
 GP0254
 GP0254  NGVD 29 (??/??/92) 1288.659  (m)         4227.88   (f) ADJ UNCH    1 2
 GP0254
 GP0254.Superseded values are not recommended for survey control.
 GP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0254.See file dsdata.txt to determine how the superseded data were derived.
 GP0254
 GP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF322653(NAD 83)
 GP0254_MARKER: DD = SURVEY DISK
 GP0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0254_SP_SET: CULVERT
 GP0254_STAMPING: 4239.95 529+34.9 1933
 GP0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0254
 GP0254  HISTORY     - Date     Condition        Report By
 GP0254  HISTORY     - 1933     MONUMENTED       AZHD
 GP0254  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0254
 GP0254                          STATION DESCRIPTION
 GP0254
 GP0254'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0254'9.5 MI SW FROM MARBLE CANYON.
 GP0254'9.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0254'MARBLE CANYON, COCONINO COUNTY, AT A 3-FOOT CORRUGATED-IRON PIPE
 GP0254'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0254'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4239.95
 GP0254'529+34.9 1933.
 GP0254
 GP0254                          STATION RECOVERY (1978)
 GP0254
 GP0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0168 ***********************************************************************
 FQ0168  DESIGNATION -  4240.10
 FQ0168  PID         -  FQ0168
 FQ0168  STATE/COUNTY-  AZ/COCONINO
 FQ0168  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0168
 FQ0168                         *CURRENT SURVEY CONTROL
 FQ0168  ___________________________________________________________________
 FQ0168* NAD 83(1986)-  35 56 12.     (N)    111 24 01.     (W)     SCALED    
 FQ0168* NAVD 88     -      1293.362  (meters)    4243.31   (feet)  ADJUSTED  
 FQ0168  ___________________________________________________________________
 FQ0168  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0168  DYNAMIC HT  -        1291.763 (meters)    4238.06  (feet)  COMP
 FQ0168  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FQ0168
 FQ0168  VERT ORDER  -  FIRST     CLASS II
 FQ0168
 FQ0168.The horizontal coordinates were scaled from a topographic map and have
 FQ0168.an estimated accuracy of +/- 6 seconds.
 FQ0168
 FQ0168.The orthometric height was determined by differential leveling
 FQ0168.and adjusted by the National Geodetic Survey in June 1991..
 FQ0168
 FQ0168.The geoid height was determined by GEOID03.
 FQ0168
 FQ0168.The dynamic height is computed by dividing the NAVD 88
 FQ0168.geopotential number by the normal gravity value computed on the
 FQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0168.degrees latitude (g = 980.6199 gals.).
 FQ0168
 FQ0168.The modeled gravity was interpolated from observed gravity values.
 FQ0168
 FQ0168;                    North         East    Units  Estimated Accuracy
 FQ0168;SPC AZ C     -   547,610.      259,950.      MT  (+/- 180 meters Scaled)
 FQ0168
 FQ0168                          SUPERSEDED SURVEY CONTROL
 FQ0168
 FQ0168  NGVD 29 (??/??/92) 1292.489  (m)         4240.44   (f) ADJ UNCH    1 2
 FQ0168
 FQ0168.Superseded values are not recommended for survey control.
 FQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0168.See file dsdata.txt to determine how the superseded data were derived.
 FQ0168
 FQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE638769(NAD 83)
 FQ0168_MARKER: DD = SURVEY DISK
 FQ0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0168_SP_SET: CULVERT
 FQ0168_STAMPING: EL 4240.10 STA 227
 FQ0168_MARK LOGO: AZHD  
 FQ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0168
 FQ0168  HISTORY     - Date     Condition        Report By
 FQ0168  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0168  HISTORY     - 1921     GOOD             NGS
 FQ0168  HISTORY     - 1983     POOR             NGS
 FQ0168
 FQ0168                          STATION DESCRIPTION
 FQ0168
 FQ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0168'4.2 MI N FROM CAMERON.
 FQ0168'4.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0168'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, AT A DOUBLE CONCRETE
 FQ0168'AND MASONRY BOX CULVERT, IN THE TOP OF THE EAST WINGWALL OF THE SOUTH
 FQ0168'ABUTMENT, AND 10 INCHES NORTHWEST OF THE END OF THE WINGWALL.  AN
 FQ0168'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL 4240.10 STA
 FQ0168'227.
 FQ0168
 FQ0168                          STATION RECOVERY (1983)
 FQ0168
 FQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0168'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0441 ***********************************************************************
 ET0441  DESIGNATION -  4250
 ET0441  PID         -  ET0441
 ET0441  STATE/COUNTY-  AZ/YAVAPAI
 ET0441  USGS QUAD   -  SKULL VALLEY (1979)
 ET0441
 ET0441                         *CURRENT SURVEY CONTROL
 ET0441  ___________________________________________________________________
 ET0441* NAD 83(1986)-  34 30 13.     (N)    112 41 08.     (W)     SCALED    
 ET0441* NAVD 88     -      1298.661  (meters)    4260.69   (feet)  POSTED    
 ET0441  ___________________________________________________________________
 ET0441  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 ET0441  DYNAMIC HT  -        1296.950 (meters)    4255.08  (feet)  COMP
 ET0441  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 ET0441
 ET0441  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0441
 ET0441.The horizontal coordinates were scaled from a topographic map and have
 ET0441.an estimated accuracy of +/- 6 seconds.
 ET0441
 ET0441.The orthometric height was determined by differential leveling
 ET0441.and adjusted by the National Geodetic Survey in November 2005..
 ET0441.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0441.rate of 2.1 thru 3.0 mm/km.
 ET0441.WARNING-Repeat measurements at this control monument indicate possible
 ET0441.vertical movement.
 ET0441
 ET0441.The geoid height was determined by GEOID03.
 ET0441
 ET0441.The dynamic height is computed by dividing the NAVD 88
 ET0441.geopotential number by the normal gravity value computed on the
 ET0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0441.degrees latitude (g = 980.6199 gals.).
 ET0441
 ET0441.The modeled gravity was interpolated from observed gravity values.
 ET0441
 ET0441;                    North         East    Units  Estimated Accuracy
 ET0441;SPC AZ C     -   388,780.      142,760.      MT  (+/- 180 meters Scaled)
 ET0441
 ET0441                          SUPERSEDED SURVEY CONTROL
 ET0441
 ET0441  NGVD 29 (??/??/92) 1297.865  (m)         4258.08   (f) ADJ UNCH    1 2
 ET0441
 ET0441.Superseded values are not recommended for survey control.
 ET0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0441.See file dsdata.txt to determine how the superseded data were derived.
 ET0441
 ET0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD452192(NAD 83)
 ET0441_MARKER: P = PIPE CAP
 ET0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0441_STAMPING: 4250 PRSCT
 ET0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0441
 ET0441  HISTORY     - Date     Condition        Report By
 ET0441  HISTORY     - UNK      MONUMENTED       USGS
 ET0441  HISTORY     - 1950     GOOD             NGS
 ET0441  HISTORY     - 1960     GOOD             NGS
 ET0441
 ET0441                          STATION DESCRIPTION
 ET0441
 ET0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0441'IN SKULL VALLEY.
 ET0441'AT SKULL VALLEY, ABOUT 0.4 MILE NORTH ALONG THE ATCHISON, TOPEKA AND
 ET0441'SANTA FE RAILWAY FROM THE STATION, 132.9 FEET WEST OF THE WEST RAIL,
 ET0441'90.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE GENERAL STORE AND POST
 ET0441'OFFICE, 41 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 31 1/2
 ET0441'FEET SOUTH OF THE NORTHEAST CORNER OF A HORSE CORRAL, 2.0 FEET WEST OF
 ET0441'A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF
 ET0441'A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 ET0441
 ET0441                          STATION RECOVERY (1960)
 ET0441
 ET0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0543 ***********************************************************************
 CZ0543  DESIGNATION -  425+50
 CZ0543  PID         -  CZ0543
 CZ0543  STATE/COUNTY-  AZ/PIMA
 CZ0543  USGS QUAD   -  JAYNES (1992)
 CZ0543
 CZ0543                         *CURRENT SURVEY CONTROL
 CZ0543  ___________________________________________________________________
 CZ0543* NAD 83(1986)-  32 20 07.     (N)    111 03 47.     (W)     SCALED    
 CZ0543* NAVD 88     -       672.918  (meters)    2207.73   (feet)  ADJUSTED  
 CZ0543  ___________________________________________________________________
 CZ0543  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0543  DYNAMIC HT  -         672.009 (meters)    2204.75  (feet)  COMP
 CZ0543  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 CZ0543
 CZ0543  VERT ORDER  -  FIRST     CLASS II
 CZ0543
 CZ0543.The horizontal coordinates were scaled from a topographic map and have
 CZ0543.an estimated accuracy of +/- 6 seconds.
 CZ0543
 CZ0543.The orthometric height was determined by differential leveling
 CZ0543.and adjusted by the National Geodetic Survey in June 1991..
 CZ0543
 CZ0543.The geoid height was determined by GEOID03.
 CZ0543
 CZ0543.The dynamic height is computed by dividing the NAVD 88
 CZ0543.geopotential number by the normal gravity value computed on the
 CZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0543.degrees latitude (g = 980.6199 gals.).
 CZ0543
 CZ0543.The modeled gravity was interpolated from observed gravity values.
 CZ0543
 CZ0543;                    North         East    Units  Estimated Accuracy
 CZ0543;SPC AZ C     -   148,360.      293,720.      MT  (+/- 180 meters Scaled)
 CZ0543
 CZ0543                          SUPERSEDED SURVEY CONTROL
 CZ0543
 CZ0543  NGVD 29 (??/??/92)  672.254  (m)         2205.55   (f) ADJ UNCH    1 2
 CZ0543
 CZ0543.Superseded values are not recommended for survey control.
 CZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0543.See file dsdata.txt to determine how the superseded data were derived.
 CZ0543
 CZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA940776(NAD 83)
 CZ0543_MARKER: DD = SURVEY DISK
 CZ0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0543_SP_SET: CULVERT
 CZ0543_STAMPING: 2206.20 1930 425+50
 CZ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0543
 CZ0543  HISTORY     - Date     Condition        Report By
 CZ0543  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0543  HISTORY     - 1951     GOOD             NGS
 CZ0543  HISTORY     - 1960     GOOD             NGS
 CZ0543  HISTORY     - 1980     GOOD             NGS
 CZ0543  HISTORY     - 19970309 GOOD             USPSQD
 CZ0543  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0543
 CZ0543                          STATION DESCRIPTION
 CZ0543
 CZ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0543'2.0 MI SE FROM CORTARO.
 CZ0543'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0543'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.2 MILE
 CZ0543'SOUTHEAST OF THE INTERSECTION OF HIGHWAY 84 AND THE INA ROAD LEADING
 CZ0543'EAST-WEST, AT RAILROAD BLOCK SIGNAL 974.2, IN TOP OF THE APPROXIMATE
 CZ0543'CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY
 CZ0543'CULVERT, 16 FEET NORTHEAST OF THE HIGHWAY CENTERLINE, AND ABOUT 1/2
 CZ0543'FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0543
 CZ0543                          STATION RECOVERY (1960)
 CZ0543
 CZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0543'RECOVERED IN GOOD CONDITION.
 CZ0543
 CZ0543                          STATION RECOVERY (1980)
 CZ0543
 CZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0543'15.6 KILOMETERS (9.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0543'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0543'SOUTHEAST OF THE INTERSECTION OF THE FRONTAGE ROAD AND INA ROAD,
 CZ0543'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CULVERT UNDER
 CZ0543'THE FRONTAGE ROAD, 32.8 METERS (108 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0543'RAIL AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0543'FRONTAGE ROAD. THE MARK WAS ESTABLISHED IN 1930 BUT RESTAMPED 1965.
 CZ0543'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 CZ0543
 CZ0543                          STATION RECOVERY (1997)
 CZ0543
 CZ0543'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0543'RECOVERED IN GOOD CONDITION.
 CZ0543
 CZ0543                          STATION RECOVERY (2006)
 CZ0543
 CZ0543'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0543'MARK NOT FOUND.CONCRETE FOR HEADWALL IS BROKEN UP.  AREA COVERED WITH
 CZ0543'HEAVY BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0110 ***********************************************************************
 CG0110  DESIGNATION -  4255.91
 CG0110  PID         -  CG0110
 CG0110  STATE/COUNTY-  AZ/COCHISE
 CG0110  USGS QUAD   -  SAINT DAVID (1973)
 CG0110
 CG0110                         *CURRENT SURVEY CONTROL
 CG0110  ___________________________________________________________________
 CG0110* NAD 83(1986)-  31 59 47.     (N)    110 09 54.     (W)     SCALED    
 CG0110* NAVD 88     -      1297.690  (meters)    4257.50   (feet)  ADJUSTED  
 CG0110  ___________________________________________________________________
 CG0110  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0110  DYNAMIC HT  -        1295.722 (meters)    4251.05  (feet)  COMP
 CG0110  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 CG0110  OBS GRAVITY -     979,075.8   (mgal)                       GRAV_OBS
 CG0110
 CG0110  VERT ORDER  -  FIRST     CLASS II
 CG0110
 CG0110.The horizontal coordinates were scaled from a topographic map and have
 CG0110.an estimated accuracy of +/- 6 seconds.
 CG0110
 CG0110.The orthometric height was determined by differential leveling
 CG0110.and adjusted by the National Geodetic Survey in June 1991..
 CG0110
 CG0110.The geoid height was determined by GEOID03.
 CG0110
 CG0110.The dynamic height is computed by dividing the NAVD 88
 CG0110.geopotential number by the normal gravity value computed on the
 CG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0110.degrees latitude (g = 980.6199 gals.).
 CG0110
 CG0110.The modeled gravity was interpolated from observed gravity values.
 CG0110.The observed gravity was obtained from relative gravimeter ties
 CG0110.to the IGSN71 gravity network.
 CG0110
 CG0110;                    North         East    Units  Estimated Accuracy
 CG0110;SPC AZ E     -   110,470.      213,520.      MT  (+/- 180 meters Scaled)
 CG0110
 CG0110                          SUPERSEDED SURVEY CONTROL
 CG0110
 CG0110  NGVD 29 (??/??/92) 1296.823  (m)         4254.66   (f) ADJ UNCH    1 2
 CG0110
 CG0110.Superseded values are not recommended for survey control.
 CG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0110.See file dsdata.txt to determine how the superseded data were derived.
 CG0110
 CG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA788403(NAD 83)
 CG0110_MARKER: DD = SURVEY DISK
 CG0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0110_SP_SET: BRIDGE
 CG0110_STAMPING: 4255.91
 CG0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0110
 CG0110  HISTORY     - Date     Condition        Report By
 CG0110  HISTORY     - UNK      MONUMENTED       AZHD
 CG0110  HISTORY     - 1960     GOOD             NGS
 CG0110  HISTORY     - 1979     GOOD             NGS
 CG0110
 CG0110                          STATION DESCRIPTION
 CG0110
 CG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0110'8.4 MI E FROM BENSON.
 CG0110'8.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0110'86, 85.6 FEET NORTHWEST OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF
 CG0110'HIGHWAY, 21 FEET NORTHWEST OF AN EXIT ROAD, CEMENTED IN THE CENTER OF
 CG0110'THE NORTHWEST HEADWALL OF A CONCRETE BRIDGE, ABOUT 2 FEET LOWER THAN
 CG0110'THE HIGHWAY.
 CG0110
 CG0110                          STATION RECOVERY (1979)
 CG0110
 CG0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0110'14.6 KILOMETERS (9.1 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0110'OCOTILLO STREET UNDERPASS AT BENSON, 0.3 KILOMETER (0.2 MILE)
 CG0110'NORTHEAST OF THE CROSSING OF A POWER LINE, AT A 1.5- BY 2.4-METER
 CG0110'BOX CULVERT, IN THE TOP CENTER OF THE NORTHWEST HEADWALL, 7.2 METERS
 CG0110'(23.7 FEET) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST FRONTAGE
 CG0110'ROAD.
 CG0110'THE MARK IS 1.5 M BELOW FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0256 ***********************************************************************
 GP0256  DESIGNATION -  4257.68
 GP0256  PID         -  GP0256
 GP0256  STATE/COUNTY-  AZ/COCONINO
 GP0256  USGS QUAD   -  EMMETT WASH (1985)
 GP0256
 GP0256                         *CURRENT SURVEY CONTROL
 GP0256  ___________________________________________________________________
 GP0256* NAD 83(1986)-  36 43 25.     (N)    111 46 01.     (W)     SCALED    
 GP0256* NAVD 88     -      1294.999  (meters)    4248.68   (feet)  POSTED    
 GP0256  ___________________________________________________________________
 GP0256  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GP0256  DYNAMIC HT  -        1293.490 (meters)    4243.73  (feet)  COMP
 GP0256  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 GP0256
 GP0256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0256
 GP0256.The horizontal coordinates were scaled from a topographic map and have
 GP0256.an estimated accuracy of +/- 6 seconds.
 GP0256
 GP0256.The orthometric height was determined by differential leveling
 GP0256.and adjusted by the National Geodetic Survey in 1992..
 GP0256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0256.rate of 0.0 thru 1.0 mm/km.
 GP0256
 GP0256.The geoid height was determined by GEOID03.
 GP0256
 GP0256.The dynamic height is computed by dividing the NAVD 88
 GP0256.geopotential number by the normal gravity value computed on the
 GP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0256.degrees latitude (g = 980.6199 gals.).
 GP0256
 GP0256.The modeled gravity was interpolated from observed gravity values.
 GP0256
 GP0256;                    North         East    Units  Estimated Accuracy
 GP0256;SPC AZ C     -   634,810.      226,730.      MT  (+/- 180 meters Scaled)
 GP0256
 GP0256                          SUPERSEDED SURVEY CONTROL
 GP0256
 GP0256  NGVD 29 (??/??/92) 1294.080  (m)         4245.66   (f) ADJ UNCH    1 2
 GP0256
 GP0256.Superseded values are not recommended for survey control.
 GP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0256.See file dsdata.txt to determine how the superseded data were derived.
 GP0256
 GP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF315644(NAD 83)
 GP0256_MARKER: DD = SURVEY DISK
 GP0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0256_SP_SET: CULVERT
 GP0256_STAMPING: 4257.68 567+45.9 1934
 GP0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0256
 GP0256  HISTORY     - Date     Condition        Report By
 GP0256  HISTORY     - 1934     MONUMENTED       AZHD
 GP0256
 GP0256                          STATION DESCRIPTION
 GP0256
 GP0256'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0256'10.3 MI SW FROM MARBLE CANYON.
 GP0256'10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0256'MARBLE CANYON, COCONINO COUNTY, AT A 6- BY 16-FOOT CONCRETE-BOX
 GP0256'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0256'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4257.68
 GP0256'567+45.9 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0319 ***********************************************************************
 CG0319  DESIGNATION -  4263
 CG0319  PID         -  CG0319
 CG0319  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0319  USGS QUAD   -  MT HUGHES (1982)
 CG0319
 CG0319                         *CURRENT SURVEY CONTROL
 CG0319  ___________________________________________________________________
 CG0319* NAD 83(1986)-  31 35 55.     (N)    110 43 22.     (W)     SCALED    
 CG0319* NAVD 88     -      1303.89   (+/-2cm)    4277.8    (feet)  VERTCON   
 CG0319  ___________________________________________________________________
 CG0319  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CG0319
 CG0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0319
 CG0319.The horizontal coordinates were scaled from a topographic map and have
 CG0319.an estimated accuracy of +/- 6 seconds.
 CG0319
 CG0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0319.The vertical order pertains to the NGVD 29 superseded value.
 CG0319
 CG0319.The geoid height was determined by GEOID03.
 CG0319
 CG0319;                    North         East    Units  Estimated Accuracy
 CG0319;SPC AZ C     -    66,980.      326,660.      MT  (+/- 180 meters Scaled)
 CG0319
 CG0319                          SUPERSEDED SURVEY CONTROL
 CG0319
 CG0319  NGVD 29 (??/??/92) 1302.978  (m)         4274.85   (f) ADJ UNCH    2 0
 CG0319
 CG0319.Superseded values are not recommended for survey control.
 CG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0319.See file dsdata.txt to determine how the superseded data were derived.
 CG0319
 CG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV262959(NAD 83)
 CG0319_MARKER: P = PIPE CAP
 CG0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0319_STAMPING: 4263 NOGLS
 CG0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0319
 CG0319  HISTORY     - Date     Condition        Report By
 CG0319  HISTORY     - UNK      MONUMENTED       USGS
 CG0319  HISTORY     - 1934     GOOD             NGS
 CG0319
 CG0319                          STATION DESCRIPTION
 CG0319
 CG0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0319'4.6 MI NE FROM PATAGONIA.
 CG0319'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0319'STATION AT PATAGONIA, SANTA CRUZ COUNTY, AT CATTLEGUARD 1090 D, AT THE
 CG0319'CROSSING OF STATE HIGHWAY 82, 45 FEET WEST OF THE CENTERLINE OF THE
 CG0319'TRACK, 20 FEET SOUTH OF THE HIGHWAY, 30 FEET WEST OF A ROW OF POLES,
 CG0319'AND 20 FEET NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 CG0319'SURVEY STANDARD CAP, STAMPED 4263 NOGLS AND RIVETED ON THE TOP OF A
 CG0319'3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0072 ***********************************************************************
 GP0072  DESIGNATION -  4275.62
 GP0072  PID         -  GP0072
 GP0072  STATE/COUNTY-  AZ/COCONINO
 GP0072  USGS QUAD   -  PAGE (1985)
 GP0072
 GP0072                         *CURRENT SURVEY CONTROL
 GP0072  ___________________________________________________________________
 GP0072* NAD 83(1986)-  36 55 16.     (N)    111 27 28.     (W)     SCALED    
 GP0072* NAVD 88     -      1304.115  (meters)    4278.58   (feet)  ADJUSTED  
 GP0072  ___________________________________________________________________
 GP0072  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0072  DYNAMIC HT  -        1302.620 (meters)    4273.68  (feet)  COMP
 GP0072  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 GP0072
 GP0072  VERT ORDER  -  FIRST     CLASS II
 GP0072
 GP0072.The horizontal coordinates were scaled from a topographic map and have
 GP0072.an estimated accuracy of +/- 6 seconds.
 GP0072
 GP0072.The orthometric height was determined by differential leveling
 GP0072.and adjusted by the National Geodetic Survey in June 1991..
 GP0072
 GP0072.The geoid height was determined by GEOID03.
 GP0072
 GP0072.The dynamic height is computed by dividing the NAVD 88
 GP0072.geopotential number by the normal gravity value computed on the
 GP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0072.degrees latitude (g = 980.6199 gals.).
 GP0072
 GP0072.The modeled gravity was interpolated from observed gravity values.
 GP0072
 GP0072;                    North         East    Units  Estimated Accuracy
 GP0072;SPC AZ C     -   656,810.      254,250.      MT  (+/- 180 meters Scaled)
 GP0072
 GP0072                          SUPERSEDED SURVEY CONTROL
 GP0072
 GP0072  NGVD 29 (??/??/92) 1303.226  (m)         4275.67   (f) ADJ UNCH    1 2
 GP0072
 GP0072.Superseded values are not recommended for survey control.
 GP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0072.See file dsdata.txt to determine how the superseded data were derived.
 GP0072
 GP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF592862(NAD 83)
 GP0072_MARKER: DD = SURVEY DISK
 GP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0072+STABILITY: SURFACE MOTION
 GP0072
 GP0072  HISTORY     - Date     Condition        Report By
 GP0072  HISTORY     - UNK      MONUMENTED       BOR
 GP0072  HISTORY     - 1962     GOOD             NGS
 GP0072
 GP0072                          STATION DESCRIPTION
 GP0072
 GP0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0072'IN PAGE.
 GP0072'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0072'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  IN THE CENTER OF THE
 GP0072'INTERSECTION OF NAVAJO DRIVE AND NINTH AVENUE, 91.5 FEET SOUTHEAST OF
 GP0072'THE SOUTHEAST CORNER OF THE FIRESTONE STORE, 133 FEET NORTHEAST OF THE
 GP0072'NORTHEAST FACE OF THE MAVERICK SERVICE STATION, 1 FOOT BELOW THE
 GP0072'SURFACE OF THE STREET, IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 GP0072'IS HAD THROUGH A ROUND, 10-INCH METAL PLATE WHICH IS FLUSH WITH THE
 GP0072'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0071 ***********************************************************************
 GP0071  DESIGNATION -  4280.93
 GP0071  PID         -  GP0071
 GP0071  STATE/COUNTY-  AZ/COCONINO
 GP0071  USGS QUAD   -  PAGE (1985)
 GP0071
 GP0071                         *CURRENT SURVEY CONTROL
 GP0071  ___________________________________________________________________
 GP0071* NAD 83(1986)-  36 55 08.     (N)    111 27 36.     (W)     SCALED    
 GP0071* NAVD 88     -      1305.721  (meters)    4283.85   (feet)  ADJUSTED  
 GP0071  ___________________________________________________________________
 GP0071  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0071  DYNAMIC HT  -        1304.223 (meters)    4278.94  (feet)  COMP
 GP0071  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 GP0071
 GP0071  VERT ORDER  -  FIRST     CLASS II
 GP0071
 GP0071.The horizontal coordinates were scaled from a topographic map and have
 GP0071.an estimated accuracy of +/- 6 seconds.
 GP0071
 GP0071.The orthometric height was determined by differential leveling
 GP0071.and adjusted by the National Geodetic Survey in June 1991..
 GP0071
 GP0071.The geoid height was determined by GEOID03.
 GP0071
 GP0071.The dynamic height is computed by dividing the NAVD 88
 GP0071.geopotential number by the normal gravity value computed on the
 GP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0071.degrees latitude (g = 980.6199 gals.).
 GP0071
 GP0071.The modeled gravity was interpolated from observed gravity values.
 GP0071
 GP0071;                    North         East    Units  Estimated Accuracy
 GP0071;SPC AZ C     -   656,570.      254,050.      MT  (+/- 180 meters Scaled)
 GP0071
 GP0071                          SUPERSEDED SURVEY CONTROL
 GP0071
 GP0071  NGVD 29 (??/??/92) 1304.831  (m)         4280.93   (f) ADJ UNCH    1 2
 GP0071
 GP0071.Superseded values are not recommended for survey control.
 GP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0071.See file dsdata.txt to determine how the superseded data were derived.
 GP0071
 GP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF590859(NAD 83)
 GP0071_MARKER: DD = SURVEY DISK
 GP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0071+STABILITY: SURFACE MOTION
 GP0071
 GP0071  HISTORY     - Date     Condition        Report By
 GP0071  HISTORY     - UNK      MONUMENTED       BOR
 GP0071  HISTORY     - 1962     GOOD             NGS
 GP0071
 GP0071                          STATION DESCRIPTION
 GP0071
 GP0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0071'IN PAGE.
 GP0071'AT PAGE.  IN THE CENTER OF THE INTERSECTION OF NAVAJO DRIVE AND
 GP0071'SEVENTH AVENUE, 142.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GP0071'THE U.S. BUREAU OF RECLAMATION LABORATORY BUILDING, 160 FEET
 GP0071'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WILSHIRE SERVICE STATION,
 GP0071'1.0 FOOT BELOW THE SURFACE OF THE STREET, AND IN THE TOP OF A CONCRETE
 GP0071'POST, ACCESS TO WHICH IS HAD THROUGH A ROUND, 10-INCH METAL PLATE
 GP0071'WHICH IS FLUSH WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0498 ***********************************************************************
 ES0498  DESIGNATION -  4288.2
 ES0498  PID         -  ES0498
 ES0498  STATE/COUNTY-  AZ/COCONINO
 ES0498  USGS QUAD   -  SEDONA (1969)
 ES0498
 ES0498                         *CURRENT SURVEY CONTROL
 ES0498  ___________________________________________________________________
 ES0498* NAD 83(1986)-  34 52 26.     (N)    111 45 21.     (W)     SCALED    
 ES0498* NAVD 88     -      1308.093  (meters)    4291.64   (feet)  ADJUSTED  
 ES0498  ___________________________________________________________________
 ES0498  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0498  DYNAMIC HT  -        1306.407 (meters)    4286.10  (feet)  COMP
 ES0498  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 ES0498
 ES0498  VERT ORDER  -  FIRST     CLASS II
 ES0498
 ES0498.The horizontal coordinates were scaled from a topographic map and have
 ES0498.an estimated accuracy of +/- 6 seconds.
 ES0498
 ES0498.The orthometric height was determined by differential leveling
 ES0498.and adjusted by the National Geodetic Survey in June 1991..
 ES0498
 ES0498.The geoid height was determined by GEOID03.
 ES0498
 ES0498.The dynamic height is computed by dividing the NAVD 88
 ES0498.geopotential number by the normal gravity value computed on the
 ES0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0498.degrees latitude (g = 980.6199 gals.).
 ES0498
 ES0498.The modeled gravity was interpolated from observed gravity values.
 ES0498
 ES0498;                    North         East    Units  Estimated Accuracy
 ES0498;SPC AZ C     -   429,600.      228,060.      MT  (+/- 180 meters Scaled)
 ES0498
 ES0498                          SUPERSEDED SURVEY CONTROL
 ES0498
 ES0498  NGVD 29 (??/??/92) 1307.277  (m)         4288.96   (f) ADJ UNCH    1 2
 ES0498
 ES0498.Superseded values are not recommended for survey control.
 ES0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0498.See file dsdata.txt to determine how the superseded data were derived.
 ES0498
 ES0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD309593(NAD 83)
 ES0498_MARKER: O = CHISELED CIRCLE
 ES0498_SETTING: 66 = SET IN ROCK OUTCROP
 ES0498_SP_SET: ROCK LEDGE
 ES0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0498+STABILITY: POSITION/ELEVATION WELL
 ES0498
 ES0498  HISTORY     - Date     Condition        Report By
 ES0498  HISTORY     - UNK      MONUMENTED       USGS
 ES0498  HISTORY     - 1933     GOOD             NGS
 ES0498
 ES0498                          STATION DESCRIPTION
 ES0498
 ES0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0498'1.1 MI N FROM SEDONA.
 ES0498'AT SIDE OF HIGHWAY, WEST OF CANYON, 25 FEET SOUTHWEST OF CATTLE GUARD
 ES0498'ACROSS HIGHWAY, ON LEDGE OF ROCK PAINTED WHITE U.S.B.M. 4288.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0305 ***********************************************************************
 CZ0305  DESIGNATION -  4290
 CZ0305  PID         -  CZ0305
 CZ0305  STATE/COUNTY-  AZ/PINAL
 CZ0305  USGS QUAD   -  ORACLE (1988)
 CZ0305
 CZ0305                         *CURRENT SURVEY CONTROL
 CZ0305  ___________________________________________________________________
 CZ0305* NAD 83(1986)-  32 37 09.     (N)    110 47 54.     (W)     SCALED    
 CZ0305* NAVD 88     -      1308.62   (+/-2cm)    4293.4    (feet)  VERTCON   
 CZ0305  ___________________________________________________________________
 CZ0305  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CZ0305
 CZ0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0305
 CZ0305.The horizontal coordinates were scaled from a topographic map and have
 CZ0305.an estimated accuracy of +/- 6 seconds.
 CZ0305
 CZ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0305.The vertical order pertains to the NGVD 29 superseded value.
 CZ0305
 CZ0305.The geoid height was determined by GEOID03.
 CZ0305
 CZ0305;                    North         East    Units  Estimated Accuracy
 CZ0305;SPC AZ C     -   180,070.      318,310.      MT  (+/- 180 meters Scaled)
 CZ0305
 CZ0305                          SUPERSEDED SURVEY CONTROL
 CZ0305
 CZ0305  NGVD 29 (??/??/92) 1307.870  (m)         4290.90   (f) ADJ UNCH    2 0
 CZ0305
 CZ0305.Superseded values are not recommended for survey control.
 CZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0305.See file dsdata.txt to determine how the superseded data were derived.
 CZ0305
 CZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB189090(NAD 83)
 CZ0305_MARKER: N = NAIL
 CZ0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0305_SP_SET: TREE BASE
 CZ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0305
 CZ0305  HISTORY     - Date     Condition        Report By
 CZ0305  HISTORY     - UNK      MONUMENTED       USGS
 CZ0305  HISTORY     - 1934     GOOD             NGS
 CZ0305
 CZ0305                          STATION DESCRIPTION
 CZ0305
 CZ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0305'1.8 MI W FROM ORACLE.
 CZ0305'1.8 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, 120
 CZ0305'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE WEST BASE OF A
 CZ0305'PROMINENT MESQUITE TREE, AND ABOUT 6 INCHES ABOVE THE GROUND.  A
 CZ0305'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1580 ***********************************************************************
 DV1580  DESIGNATION -  43 A
 DV1580  PID         -  DV1580
 DV1580  STATE/COUNTY-  AZ/MARICOPA
 DV1580  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1580
 DV1580                         *CURRENT SURVEY CONTROL
 DV1580  ___________________________________________________________________
 DV1580* NAD 83(1986)-  33 33 21.     (N)    113 16 19.     (W)     SCALED    
 DV1580* NAVD 88     -       406.41   (+/-2cm)    1333.4    (feet)  VERTCON   
 DV1580  ___________________________________________________________________
 DV1580  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1580
 DV1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1580
 DV1580.The horizontal coordinates were scaled from a topographic map and have
 DV1580.an estimated accuracy of +/- 6 seconds.
 DV1580
 DV1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1580.The vertical order pertains to the NGVD 29 superseded value.
 DV1580
 DV1580.The geoid height was determined by GEOID03.
 DV1580
 DV1580;                    North         East    Units  Estimated Accuracy
 DV1580;SPC AZ C     -   284,220.       87,510.      MT  (+/- 180 meters Scaled)
 DV1580
 DV1580                          SUPERSEDED SURVEY CONTROL
 DV1580
 DV1580  NGVD 29 (??/??/92)  405.799  (m)         1331.36   (f) ADJ UNCH    2 0
 DV1580
 DV1580.Superseded values are not recommended for survey control.
 DV1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1580.See file dsdata.txt to determine how the superseded data were derived.
 DV1580
 DV1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC890152(NAD 83)
 DV1580_MARKER: DD = SURVEY DISK
 DV1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1580_STAMPING: 43 A 1962
 DV1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1580+STABILITY: SURFACE MOTION
 DV1580
 DV1580  HISTORY     - Date     Condition        Report By
 DV1580  HISTORY     - 1962     MONUMENTED       AZHD
 DV1580
 DV1580                          STATION DESCRIPTION
 DV1580
 DV1580'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1580'27.3 MI SE FROM SALOME.
 DV1580'0.5 MILE EAST-SOUTHEAST OF N 413 43, AN ARIZONA HIGHWAY DEPARTMENT
 DV1580'DISK STAMPED 43 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1580'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1580'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0833 ***********************************************************************
 FQ0833  DESIGNATION -  43 BKC
 FQ0833  PID         -  FQ0833
 FQ0833  STATE/COUNTY-  AZ/COCONINO
 FQ0833  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0833
 FQ0833                         *CURRENT SURVEY CONTROL
 FQ0833  ___________________________________________________________________
 FQ0833* NAD 83(1986)-  35 34 07.     (N)    111 06 56.     (W)     SCALED    
 FQ0833* NAVD 88     -      1486.615  (meters)    4877.34   (feet)  POSTED    
 FQ0833  ___________________________________________________________________
 FQ0833  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0833  DYNAMIC HT  -        1484.710 (meters)    4871.09  (feet)  COMP
 FQ0833  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 FQ0833
 FQ0833  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0833
 FQ0833.The horizontal coordinates were scaled from a topographic map and have
 FQ0833.an estimated accuracy of +/- 6 seconds.
 FQ0833
 FQ0833.The orthometric height was determined by differential leveling
 FQ0833.and adjusted by the National Geodetic Survey in 1992..
 FQ0833.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0833.rate of 0.0 thru 1.0 mm/km.
 FQ0833
 FQ0833.The geoid height was determined by GEOID03.
 FQ0833
 FQ0833.The dynamic height is computed by dividing the NAVD 88
 FQ0833.geopotential number by the normal gravity value computed on the
 FQ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0833.degrees latitude (g = 980.6199 gals.).
 FQ0833
 FQ0833.The modeled gravity was interpolated from observed gravity values.
 FQ0833
 FQ0833;                    North         East    Units  Estimated Accuracy
 FQ0833;SPC AZ C     -   506,950.      285,980.      MT  (+/- 180 meters Scaled)
 FQ0833
 FQ0833                          SUPERSEDED SURVEY CONTROL
 FQ0833
 FQ0833.No superseded survey control is available for this station.
 FQ0833
 FQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE895361(NAD 83)
 FQ0833_MARKER: DB = BENCH MARK DISK
 FQ0833_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0833_SP_SET: ROCK OUTCROP
 FQ0833_STAMPING: 43 BKC 1968
 FQ0833_MARK LOGO: USGS  
 FQ0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0833+STABILITY: POSITION/ELEVATION WELL
 FQ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0833+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0833
 FQ0833  HISTORY     - Date     Condition        Report By
 FQ0833  HISTORY     - 1968     MONUMENTED       USGS
 FQ0833
 FQ0833                          STATION DESCRIPTION
 FQ0833
 FQ0833'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0833'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0833'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0833'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0833'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0833'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0833'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 0.7
 FQ0833'MILES SOUTHWEST ALONG A DIRT ROAD, 47 FEET NORTH AND 7 FEET HIGHER
 FQ0833'THAN THE CENTER OF THE ROAD, 2 FEET EAST OF A WITNESS POST, IN A ROCK
 FQ0833'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0635 ***********************************************************************
 FP0635  DESIGNATION -  43 HLS
 FP0635  PID         -  FP0635
 FP0635  STATE/COUNTY-  AZ/APACHE
 FP0635  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0635
 FP0635                         *CURRENT SURVEY CONTROL
 FP0635  ___________________________________________________________________
 FP0635* NAD 83(1986)-  35 36 36.     (N)    109 32 26.     (W)     SCALED    
 FP0635* NAVD 88     -      2045.295  (meters)    6710.27   (feet)  ADJUSTED  
 FP0635  ___________________________________________________________________
 FP0635  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FP0635  DYNAMIC HT  -        2042.446 (meters)    6700.92  (feet)  COMP
 FP0635  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 FP0635
 FP0635  VERT ORDER  -  SECOND    CLASS II
 FP0635
 FP0635.The horizontal coordinates were scaled from a topographic map and have
 FP0635.an estimated accuracy of +/- 6 seconds.
 FP0635
 FP0635.The orthometric height was determined by differential leveling
 FP0635.and adjusted by the National Geodetic Survey in June 1991..
 FP0635
 FP0635.The geoid height was determined by GEOID03.
 FP0635
 FP0635.The dynamic height is computed by dividing the NAVD 88
 FP0635.geopotential number by the normal gravity value computed on the
 FP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0635.degrees latitude (g = 980.6199 gals.).
 FP0635
 FP0635.The modeled gravity was interpolated from observed gravity values.
 FP0635
 FP0635;                    North         East    Units  Estimated Accuracy
 FP0635;SPC AZ E     -   511,430.      270,080.      MT  (+/- 180 meters Scaled)
 FP0635
 FP0635                          SUPERSEDED SURVEY CONTROL
 FP0635
 FP0635  NGVD 29 (??/??/92) 2044.26   (m)         6706.9    (f) COMPUTED    2 2
 FP0635
 FP0635.Superseded values are not recommended for survey control.
 FP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0635.See file dsdata.txt to determine how the superseded data were derived.
 FP0635
 FP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE321416(NAD 83)
 FP0635_MARKER: DB = BENCH MARK DISK
 FP0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0635_SP_SET: COPPER-CLAD STEEL ROD
 FP0635_STAMPING: 43 HLS 1970 6707
 FP0635_MARK LOGO: USGS  
 FP0635_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0635+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0635
 FP0635  HISTORY     - Date     Condition        Report By
 FP0635  HISTORY     - 1970     MONUMENTED       USGS
 FP0635
 FP0635                          STATION DESCRIPTION
 FP0635
 FP0635'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0635'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0635'OFFICE AT GANADO, ARIZONA), PROCEED 7.7 MILES NORTH ALONG STATE
 FP0635'HIGHWAY 63 TO A CROSSROAD AND UNDERGROUND PIPELINE CROSSING, 215 FEET
 FP0635'SOUTH OF THE CROSSROAD, 72 FEET EAST AND 6 FEET HIGHER THAN THE
 FP0635'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0635'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0206 ***********************************************************************
 ET0206  DESIGNATION -  4302.94
 ET0206  PID         -  ET0206
 ET0206  STATE/COUNTY-  AZ/YAVAPAI
 ET0206  USGS QUAD   -  ESTLER PEAK (1974)
 ET0206
 ET0206                         *CURRENT SURVEY CONTROL
 ET0206  ___________________________________________________________________
 ET0206* NAD 83(1986)-  34 27 44.     (N)    112 01 42.     (W)     SCALED    
 ET0206* NAVD 88     -      1312.35   (+/-2cm)    4305.6    (feet)  VERTCON   
 ET0206  ___________________________________________________________________
 ET0206  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0206
 ET0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0206
 ET0206.The horizontal coordinates were scaled from a topographic map and have
 ET0206.an estimated accuracy of +/- 6 seconds.
 ET0206
 ET0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0206.The vertical order pertains to the NGVD 29 superseded value.
 ET0206
 ET0206.The geoid height was determined by GEOID03.
 ET0206
 ET0206;                    North         East    Units  Estimated Accuracy
 ET0206;SPC AZ C     -   383,930.      203,100.      MT  (+/- 180 meters Scaled)
 ET0206
 ET0206                          SUPERSEDED SURVEY CONTROL
 ET0206
 ET0206  NGVD 29 (??/??/92) 1311.589  (m)         4303.10   (f) ADJ UNCH    2 0
 ET0206
 ET0206.Superseded values are not recommended for survey control.
 ET0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0206.See file dsdata.txt to determine how the superseded data were derived.
 ET0206
 ET0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD055138(NAD 83)
 ET0206_MARKER: DD = SURVEY DISK
 ET0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0206_SP_SET: CULVERT
 ET0206_STAMPING: 4302.94 3840+75 1953
 ET0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0206
 ET0206  HISTORY     - Date     Condition        Report By
 ET0206  HISTORY     - 1953     MONUMENTED       AZDT
 ET0206  HISTORY     - 1959     GOOD             NGS
 ET0206
 ET0206                          STATION DESCRIPTION
 ET0206
 ET0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0206'14.5 MI SW FROM CAMP VERDE.
 ET0206'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0206'OFFICE IN CAMP VERDE, THENCE 11.5 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0206'0.2 MILE NORTH OF MILEPOST 274, 35 FEET EAST OF THE CENTER OF THE
 ET0206'HIGHWAY, SET IN THE CENTER OF THE EAST HEADWALL OF A 7 FOOT CONCRETE
 ET0206'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0170 ***********************************************************************
 CF0170  DESIGNATION -  4308
 CF0170  PID         -  CF0170
 CF0170  STATE/COUNTY-  AZ/COCHISE
 CF0170  USGS QUAD   -  PEARCE (1985)
 CF0170
 CF0170                         *CURRENT SURVEY CONTROL
 CF0170  ___________________________________________________________________
 CF0170* NAD 83(1986)-  31 56 20.     (N)    109 49 46.     (W)     SCALED    
 CF0170* NAVD 88     -      1317.226  (meters)    4321.60   (feet)  ADJUSTED  
 CF0170  ___________________________________________________________________
 CF0170  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0170  DYNAMIC HT  -        1315.206 (meters)    4314.97  (feet)  COMP
 CF0170  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 CF0170
 CF0170  VERT ORDER  -  FIRST     CLASS II
 CF0170
 CF0170.The horizontal coordinates were scaled from a topographic map and have
 CF0170.an estimated accuracy of +/- 6 seconds.
 CF0170
 CF0170.The orthometric height was determined by differential leveling
 CF0170.and adjusted by the National Geodetic Survey in June 1991..
 CF0170
 CF0170.The geoid height was determined by GEOID03.
 CF0170
 CF0170.The dynamic height is computed by dividing the NAVD 88
 CF0170.geopotential number by the normal gravity value computed on the
 CF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0170.degrees latitude (g = 980.6199 gals.).
 CF0170
 CF0170.The modeled gravity was interpolated from observed gravity values.
 CF0170
 CF0170;                    North         East    Units  Estimated Accuracy
 CF0170;SPC AZ E     -   104,140.      245,240.      MT  (+/- 180 meters Scaled)
 CF0170
 CF0170                          SUPERSEDED SURVEY CONTROL
 CF0170
 CF0170  NGVD 29 (??/??/92) 1316.422  (m)         4318.96   (f) ADJ UNCH    1 2
 CF0170
 CF0170.Superseded values are not recommended for survey control.
 CF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0170.See file dsdata.txt to determine how the superseded data were derived.
 CF0170
 CF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA106342(NAD 83)
 CF0170_MARKER: R = RIVET
 CF0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0170_STAMPING: 4308 1907
 CF0170_PROJECTION: PROJECTING 9 CENTIMETERS
 CF0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0170+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0170_ROD/PIPE-DEPTH: 1.0  meters
 CF0170
 CF0170  HISTORY     - Date     Condition        Report By
 CF0170  HISTORY     - 1907     MONUMENTED       USGS
 CF0170  HISTORY     - 1980     GOOD             NGS
 CF0170  HISTORY     - 20060506 GOOD             NGS
 CF0170
 CF0170                          STATION DESCRIPTION
 CF0170
 CF0170'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 CF0170'2.5 MI N FROM PEARCE.
 CF0170'2.5 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0170'ABOUT 350 YARDS SOUTH OF A RANCH HOUSE, 30 FEET EAST OF THE CENTERLINE
 CF0170'OF THE HIGHWAY, AND 8 FEET SOUTHWEST OF A POLE.  A UNITED STATES
 CF0170'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4308 1907 AND RIVETED ON THE
 CF0170'TOP OF A 3-1/2-INCH IRON PIPE.
 CF0170
 CF0170                          STATION RECOVERY (1980)
 CF0170
 CF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0170'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0170'THE POST OFFICE IN PEARCE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST
 CF0170'OF HIGH STREET, 10.9 METERS (36 FEET) NORTHEAST OF THE CENTERLINE OF
 CF0170'THE HIGHWAY, 59.7 METERS (196 FEET) NORTHWEST OF THE EXTENDED
 CF0170'CENTERLINE OF JUSTIN STREET, 4.5 METERS (14.9 FEET) SOUTHWEST OF THE
 CF0170'RIGHT-OF-WAY FENCE.
 CF0170'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0170'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0170
 CF0170                          STATION RECOVERY (2006)
 CF0170
 CF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0170'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1756 ***********************************************************************
 DU1756  DESIGNATION -  430+99.75
 DU1756  PID         -  DU1756
 DU1756  STATE/COUNTY-  AZ/MARICOPA
 DU1756  USGS QUAD   -  CURRYS CORNER (1982)
 DU1756
 DU1756                         *CURRENT SURVEY CONTROL
 DU1756  ___________________________________________________________________
 DU1756* NAD 83(1986)-  33 38 26.     (N)    111 56 13.     (W)     SCALED    
 DU1756* NAVD 88     -       463.188  (meters)    1519.64   (feet)  ADJUSTED  
 DU1756  ___________________________________________________________________
 DU1756  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1756  DYNAMIC HT  -         462.636 (meters)    1517.83  (feet)  COMP
 DU1756  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 DU1756
 DU1756  VERT ORDER  -  SECOND    CLASS I
 DU1756
 DU1756.The horizontal coordinates were scaled from a topographic map and have
 DU1756.an estimated accuracy of +/- 6 seconds.
 DU1756
 DU1756.The orthometric height was determined by differential leveling
 DU1756.and adjusted by the National Geodetic Survey in November 1993..
 DU1756
 DU1756.The geoid height was determined by GEOID03.
 DU1756
 DU1756.The dynamic height is computed by dividing the NAVD 88
 DU1756.geopotential number by the normal gravity value computed on the
 DU1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1756.degrees latitude (g = 980.6199 gals.).
 DU1756
 DU1756.The modeled gravity was interpolated from observed gravity values.
 DU1756
 DU1756;                    North         East    Units  Estimated Accuracy
 DU1756;SPC AZ C     -   292,790.      211,480.      MT  (+/- 180 meters Scaled)
 DU1756
 DU1756                          SUPERSEDED SURVEY CONTROL
 DU1756
 DU1756.No superseded survey control is available for this station.
 DU1756
 DU1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131226(NAD 83)
 DU1756_MARKER: DD = SURVEY DISK
 DU1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1756_SP_SET: CONCRETE POST
 DU1756_STAMPING: 430+99.75
 DU1756_MARK LOGO: BOR   
 DU1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1756+STABILITY: SURFACE MOTION
 DU1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1756+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1756
 DU1756  HISTORY     - Date     Condition        Report By
 DU1756  HISTORY     - UNK      MONUMENTED       BOR
 DU1756  HISTORY     - 1984     GOOD             AZDT
 DU1756  HISTORY     - 20040628 GOOD             CAP
 DU1756
 DU1756                          STATION DESCRIPTION
 DU1756
 DU1756'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1756'IN PHOENIX.
 DU1756'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1756'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1756'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1756'FENCE OF THE CANAL FOR 9.98 KM (6.20 MI) TO THE MARK, 2.85 METERS
 DU1756'(9.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DU1756'(125.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1756
 DU1756                          STATION RECOVERY (2004)
 DU1756
 DU1756'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0257 ***********************************************************************
 GP0257  DESIGNATION -  4312.04
 GP0257  PID         -  GP0257
 GP0257  STATE/COUNTY-  AZ/COCONINO
 GP0257  USGS QUAD   -  EMMETT WASH (1985)
 GP0257
 GP0257                         *CURRENT SURVEY CONTROL
 GP0257  ___________________________________________________________________
 GP0257* NAD 83(1986)-  36 42 58.     (N)    111 46 29.     (W)     SCALED    
 GP0257* NAVD 88     -      1311.600  (meters)    4303.14   (feet)  POSTED    
 GP0257  ___________________________________________________________________
 GP0257  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0257  DYNAMIC HT  -        1310.070 (meters)    4298.12  (feet)  COMP
 GP0257  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 GP0257
 GP0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0257
 GP0257.The horizontal coordinates were scaled from a topographic map and have
 GP0257.an estimated accuracy of +/- 6 seconds.
 GP0257
 GP0257.The orthometric height was determined by differential leveling
 GP0257.and adjusted by the National Geodetic Survey in 1992..
 GP0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0257.rate of 0.0 thru 1.0 mm/km.
 GP0257
 GP0257.The geoid height was determined by GEOID03.
 GP0257
 GP0257.The dynamic height is computed by dividing the NAVD 88
 GP0257.geopotential number by the normal gravity value computed on the
 GP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0257.degrees latitude (g = 980.6199 gals.).
 GP0257
 GP0257.The modeled gravity was interpolated from observed gravity values.
 GP0257
 GP0257;                    North         East    Units  Estimated Accuracy
 GP0257;SPC AZ C     -   633,980.      226,040.      MT  (+/- 180 meters Scaled)
 GP0257
 GP0257                          SUPERSEDED SURVEY CONTROL
 GP0257
 GP0257  NGVD 29 (??/??/92) 1310.676  (m)         4300.11   (f) ADJ UNCH    1 2
 GP0257
 GP0257.Superseded values are not recommended for survey control.
 GP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0257.See file dsdata.txt to determine how the superseded data were derived.
 GP0257
 GP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF308636(NAD 83)
 GP0257_MARKER: DD = SURVEY DISK
 GP0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0257_SP_SET: CULVERT
 GP0257_STAMPING: 4312.04 602+73.0 1934
 GP0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0257
 GP0257  HISTORY     - Date     Condition        Report By
 GP0257  HISTORY     - 1934     MONUMENTED       AZHD
 GP0257
 GP0257                          STATION DESCRIPTION
 GP0257
 GP0257'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0257'10.9 MI SW FROM MARBLE CANYON.
 GP0257'10.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0257'MARBLE CANYON, COCONINO COUNTY, AT AN 8- BY 10-FOOT CONCRETE-BOX
 GP0257'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0257'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4312.04
 GP0257'602+73.0 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0431 ***********************************************************************
 CZ0431  DESIGNATION -  4342+70.2
 CZ0431  PID         -  CZ0431
 CZ0431  STATE/COUNTY-  AZ/PINAL
 CZ0431  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0431
 CZ0431                         *CURRENT SURVEY CONTROL
 CZ0431  ___________________________________________________________________
 CZ0431* NAD 83(1986)-  32 44 09.     (N)    111 07 08.     (W)     SCALED    
 CZ0431* NAVD 88     -       842.84   (+/-2cm)    2765.2    (feet)  VERTCON   
 CZ0431  ___________________________________________________________________
 CZ0431  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0431
 CZ0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0431
 CZ0431.The horizontal coordinates were scaled from a topographic map and have
 CZ0431.an estimated accuracy of +/- 6 seconds.
 CZ0431
 CZ0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0431.The vertical order pertains to the NGVD 29 superseded value.
 CZ0431
 CZ0431.The geoid height was determined by GEOID03.
 CZ0431
 CZ0431;                    North         East    Units  Estimated Accuracy
 CZ0431;SPC AZ C     -   192,740.      288,130.      MT  (+/- 180 meters Scaled)
 CZ0431
 CZ0431                          SUPERSEDED SURVEY CONTROL
 CZ0431
 CZ0431  NGVD 29 (??/??/92)  842.223  (m)         2763.19   (f) ADJ UNCH    2 0
 CZ0431
 CZ0431.Superseded values are not recommended for survey control.
 CZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0431.See file dsdata.txt to determine how the superseded data were derived.
 CZ0431
 CZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB888220(NAD 83)
 CZ0431_MARKER: DD = SURVEY DISK
 CZ0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0431_SP_SET: CULVERT
 CZ0431_STAMPING: 4342+70.2 2763.02
 CZ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0431
 CZ0431  HISTORY     - Date     Condition        Report By
 CZ0431  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0431  HISTORY     - 1962     GOOD             NGS
 CZ0431  HISTORY     - 1968     GOOD             NGS
 CZ0431
 CZ0431                          STATION DESCRIPTION
 CZ0431
 CZ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0431'16.05 MI NW FROM ORACLE JUNCTION.
 CZ0431'16.05 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND 89 FROM ORACLE
 CZ0431'JUNCTION, 16 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0431'DISK SET IN A DRILLHOLE IN THE NORTHEAST END OF A CONCRETE CULVERT.
 CZ0431
 CZ0431                          STATION RECOVERY (1968)
 CZ0431
 CZ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0492 ***********************************************************************
 ES0492  DESIGNATION -  4368.5
 ES0492  PID         -  ES0492
 ES0492  STATE/COUNTY-  AZ/YAVAPAI
 ES0492  USGS QUAD   -  SEDONA (1969)
 ES0492
 ES0492                         *CURRENT SURVEY CONTROL
 ES0492  ___________________________________________________________________
 ES0492* NAD 83(1986)-  34 51 42.     (N)    111 48 41.     (W)     SCALED    
 ES0492* NAVD 88     -      1332.57   (+/-2cm)    4371.9    (feet)  VERTCON   
 ES0492  ___________________________________________________________________
 ES0492  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ES0492
 ES0492  VERT ORDER  -  ? (See Below)
 ES0492
 ES0492.The horizontal coordinates were scaled from a topographic map and have
 ES0492.an estimated accuracy of +/- 6 seconds.
 ES0492
 ES0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0492.The vertical order pertains to the NGVD 29 superseded value.
 ES0492
 ES0492.The geoid height was determined by GEOID03.
 ES0492
 ES0492;                    North         East    Units  Estimated Accuracy
 ES0492;SPC AZ C     -   428,230.      222,990.      MT  (+/- 180 meters Scaled)
 ES0492
 ES0492                          SUPERSEDED SURVEY CONTROL
 ES0492
 ES0492  NGVD 29 (??/??/92) 1331.777  (m)         4369.34   (f) ADJ UNCH    ?  
 ES0492
 ES0492.Superseded values are not recommended for survey control.
 ES0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0492.See file dsdata.txt to determine how the superseded data were derived.
 ES0492
 ES0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD258580(NAD 83)
 ES0492_MARKER: O = CHISELED CIRCLE
 ES0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0492_SP_SET: WALL
 ES0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0492
 ES0492  HISTORY     - Date     Condition        Report By
 ES0492  HISTORY     - UNK      MONUMENTED       USGS
 ES0492  HISTORY     - 1933     GOOD             USGS
 ES0492
 ES0492                          STATION DESCRIPTION
 ES0492
 ES0492'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 ES0492'3.0 MI SW FROM SEDONA.
 ES0492'AT SIDE OF HIGHWAY, 0.3 MILES WEST OF SCHOOLHOUSE, AT EAST END OF
 ES0492'CUTOFF WALL AT WASH CROSSING, ON SOUTH SIDE OF HIGHWAY, WALL PAINTED
 ES0492'U.S.B.M. 4368.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0258 ***********************************************************************
 GP0258  DESIGNATION -  4373.55
 GP0258  PID         -  GP0258
 GP0258  STATE/COUNTY-  AZ/COCONINO
 GP0258  USGS QUAD   -  EMMETT WASH (1985)
 GP0258
 GP0258                         *CURRENT SURVEY CONTROL
 GP0258  ___________________________________________________________________
 GP0258* NAD 83(1986)-  36 42 37.     (N)    111 46 52.     (W)     SCALED    
 GP0258* NAVD 88     -      1330.347  (meters)    4364.65   (feet)  POSTED    
 GP0258  ___________________________________________________________________
 GP0258  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0258  DYNAMIC HT  -        1328.790 (meters)    4359.54  (feet)  COMP
 GP0258  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 GP0258
 GP0258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0258
 GP0258.The horizontal coordinates were scaled from a topographic map and have
 GP0258.an estimated accuracy of +/- 6 seconds.
 GP0258
 GP0258.The orthometric height was determined by differential leveling
 GP0258.and adjusted by the National Geodetic Survey in 1992..
 GP0258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0258.rate of 0.0 thru 1.0 mm/km.
 GP0258
 GP0258.The geoid height was determined by GEOID03.
 GP0258
 GP0258.The dynamic height is computed by dividing the NAVD 88
 GP0258.geopotential number by the normal gravity value computed on the
 GP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0258.degrees latitude (g = 980.6199 gals.).
 GP0258
 GP0258.The modeled gravity was interpolated from observed gravity values.
 GP0258
 GP0258;                    North         East    Units  Estimated Accuracy
 GP0258;SPC AZ C     -   633,330.      225,470.      MT  (+/- 180 meters Scaled)
 GP0258
 GP0258                          SUPERSEDED SURVEY CONTROL
 GP0258
 GP0258  NGVD 29 (??/??/92) 1329.420  (m)         4361.61   (f) ADJ UNCH    1 2
 GP0258
 GP0258.Superseded values are not recommended for survey control.
 GP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0258.See file dsdata.txt to determine how the superseded data were derived.
 GP0258
 GP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF302630(NAD 83)
 GP0258_MARKER: DD = SURVEY DISK
 GP0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0258_SP_SET: CULVERT
 GP0258_STAMPING: 4373.55 637+54.3 1934
 GP0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0258
 GP0258  HISTORY     - Date     Condition        Report By
 GP0258  HISTORY     - 1934     MONUMENTED       AZHD
 GP0258
 GP0258                          STATION DESCRIPTION
 GP0258
 GP0258'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0258'11.5 MI SW FROM MARBLE CANYON.
 GP0258'11.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0258'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 12- BY 12-FOOT
 GP0258'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 GP0258'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0258'4373.55 637+54.3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0496 ***********************************************************************
 ES0496  DESIGNATION -  4378.9
 ES0496  PID         -  ES0496
 ES0496  STATE/COUNTY-  AZ/COCONINO
 ES0496  USGS QUAD   -  SEDONA (1969)
 ES0496
 ES0496                         *CURRENT SURVEY CONTROL
 ES0496  ___________________________________________________________________
 ES0496* NAD 83(1986)-  34 51 52.     (N)    111 46 28.     (W)     SCALED    
 ES0496* NAVD 88     -      1335.748  (meters)    4382.37   (feet)  ADJUSTED  
 ES0496  ___________________________________________________________________
 ES0496  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ES0496  DYNAMIC HT  -        1334.033 (meters)    4376.74  (feet)  COMP
 ES0496  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 ES0496
 ES0496  VERT ORDER  -  FIRST     CLASS II
 ES0496
 ES0496.The horizontal coordinates were scaled from a topographic map and have
 ES0496.an estimated accuracy of +/- 6 seconds.
 ES0496
 ES0496.The orthometric height was determined by differential leveling
 ES0496.and adjusted by the National Geodetic Survey in June 1991..
 ES0496
 ES0496.The geoid height was determined by GEOID03.
 ES0496
 ES0496.The dynamic height is computed by dividing the NAVD 88
 ES0496.geopotential number by the normal gravity value computed on the
 ES0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0496.degrees latitude (g = 980.6199 gals.).
 ES0496
 ES0496.The modeled gravity was interpolated from observed gravity values.
 ES0496
 ES0496;                    North         East    Units  Estimated Accuracy
 ES0496;SPC AZ C     -   428,550.      226,360.      MT  (+/- 180 meters Scaled)
 ES0496
 ES0496                          SUPERSEDED SURVEY CONTROL
 ES0496
 ES0496  NGVD 29 (??/??/92) 1334.944  (m)         4379.73   (f) ADJ UNCH    1 2
 ES0496
 ES0496.Superseded values are not recommended for survey control.
 ES0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0496.See file dsdata.txt to determine how the superseded data were derived.
 ES0496
 ES0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD292582(NAD 83)
 ES0496_MARKER: Z = SEE DESCRIPTION
 ES0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0496_SP_SET: STUMP
 ES0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0496
 ES0496  HISTORY     - Date     Condition        Report By
 ES0496  HISTORY     - UNK      MONUMENTED       USGS
 ES0496  HISTORY     - 1933     GOOD             NGS
 ES0496  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 ES0496
 ES0496                          STATION DESCRIPTION
 ES0496
 ES0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0496'0.7 MI W FROM SEDONA.
 ES0496'AT SIDE OF HIGHWAY, 0.25 MILES NORTHEAST OF YAVAPAI-COCONINO COUNTY
 ES0496'LINE, 30 FEET NORTH OF HIGHWAY CENTERLINE, ON TOP OF STUMP OF JUNIPER
 ES0496'TREE PAINTED U.S.B.M. 4378.9.
 ES0496
 ES0496                          STATION RECOVERY (1996)
 ES0496
 ES0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0538 ***********************************************************************
 ET0538  DESIGNATION -  4382
 ET0538  PID         -  ET0538
 ET0538  STATE/COUNTY-  AZ/YAVAPAI
 ET0538  USGS QUAD   -  SKULL VALLEY (1979)
 ET0538
 ET0538                         *CURRENT SURVEY CONTROL
 ET0538  ___________________________________________________________________
 ET0538* NAD 83(1986)-  34 31 08.     (N)    112 41 42.     (W)     SCALED    
 ET0538* NAVD 88     -      1338.901  (meters)    4392.71   (feet)  POSTED    
 ET0538  ___________________________________________________________________
 ET0538  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 ET0538  DYNAMIC HT  -        1337.120 (meters)    4386.87  (feet)  COMP
 ET0538  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 ET0538
 ET0538  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0538
 ET0538.The horizontal coordinates were scaled from a topographic map and have
 ET0538.an estimated accuracy of +/- 6 seconds.
 ET0538
 ET0538.The orthometric height was determined by differential leveling
 ET0538.and adjusted by the National Geodetic Survey in November 2005..
 ET0538.No vertical observational check was made to the station.
 ET0538.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0538.was located on a no-check spur therefore a value was not computed.
 ET0538
 ET0538.The geoid height was determined by GEOID03.
 ET0538
 ET0538.The dynamic height is computed by dividing the NAVD 88
 ET0538.geopotential number by the normal gravity value computed on the
 ET0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0538.degrees latitude (g = 980.6199 gals.).
 ET0538
 ET0538.The modeled gravity was interpolated from observed gravity values.
 ET0538
 ET0538;                    North         East    Units  Estimated Accuracy
 ET0538;SPC AZ C     -   390,480.      141,900.      MT  (+/- 180 meters Scaled)
 ET0538
 ET0538                          SUPERSEDED SURVEY CONTROL
 ET0538
 ET0538  NGVD 29 (??/??/92) 1338.092  (m)         4390.06   (f) ADJ UNCH    2 0
 ET0538
 ET0538.Superseded values are not recommended for survey control.
 ET0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0538.See file dsdata.txt to determine how the superseded data were derived.
 ET0538
 ET0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD444209(NAD 83)
 ET0538_MARKER: DD = SURVEY DISK
 ET0538_SETTING: 80 = SET IN A BOULDER
 ET0538_SP_SET: GRANITE BOULDER
 ET0538_STAMPING: 4382 PRSCT
 ET0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0538+STABILITY: SURFACE MOTION
 ET0538
 ET0538  HISTORY     - Date     Condition        Report By
 ET0538  HISTORY     - UNK      MONUMENTED       USGS
 ET0538  HISTORY     - 1952     GOOD             NGS
 ET0538
 ET0538                          STATION DESCRIPTION
 ET0538
 ET0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0538'1.1 MI N FROM SKULL VALLEY.
 ET0538'1.0 MILE NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0538'POST OFFICE AT SKULL VALLEY, THENCE 0.1 MILE WEST ALONG A GRADED ROAD,
 ET0538'ABOUT 65 YARDS EAST OF A WOODEN GATE CROSSING, AT THE NORTH END OF A
 ET0538'RIDGE COVERED WITH VERY LARGE BOULDERS, IN TOP OF THE CENTER OF A
 ET0538'4-FOOT BY 4-FOOT GRANITE BOULDER PROJECTING 2 1/2 FEET, 112 FEET SOUTH
 ET0538'OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0078 ***********************************************************************
 CF0078  DESIGNATION -  4382
 CF0078  PID         -  CF0078
 CF0078  STATE/COUNTY-  AZ/COCHISE
 CF0078  USGS QUAD   -  APACHE (1987)
 CF0078
 CF0078                         *CURRENT SURVEY CONTROL
 CF0078  ___________________________________________________________________
 CF0078* NAD 83(1986)-  31 41 28.     (N)    109 07 56.     (W)     SCALED    
 CF0078* NAVD 88     -      1336.51   (+/-2cm)    4384.9    (feet)  VERTCON   
 CF0078  ___________________________________________________________________
 CF0078  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0078
 CF0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0078
 CF0078.The horizontal coordinates were scaled from a topographic map and have
 CF0078.an estimated accuracy of +/- 6 seconds.
 CF0078
 CF0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0078.The vertical order pertains to the NGVD 29 superseded value.
 CF0078
 CF0078.The geoid height was determined by GEOID03.
 CF0078
 CF0078;                    North         East    Units  Estimated Accuracy
 CF0078;SPC AZ E     -    77,090.      311,430.      MT  (+/- 180 meters Scaled)
 CF0078
 CF0078                          SUPERSEDED SURVEY CONTROL
 CF0078
 CF0078  NGVD 29 (??/??/92) 1335.639  (m)         4382.01   (f) ADJ UNCH    2 0
 CF0078
 CF0078.Superseded values are not recommended for survey control.
 CF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0078.See file dsdata.txt to determine how the superseded data were derived.
 CF0078
 CF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA770077(NAD 83)
 CF0078_MARKER: DD = SURVEY DISK
 CF0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0078_SP_SET: CULVERT
 CF0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0078
 CF0078  HISTORY     - Date     Condition        Report By
 CF0078  HISTORY     - UNK      MONUMENTED       USGS
 CF0078  HISTORY     - 1935     GOOD             NGS
 CF0078
 CF0078                          STATION DESCRIPTION
 CF0078
 CF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0078'IN APACHE.
 CF0078'150 FT. SOUTHWEST OF APACHE STATION.  110 NORTHEAST OF WATER TANK. 10
 CF0078'FT. NW OF THE CENTER LINE OF THE TRACK.  SET IN THE NW CORNER OF
 CF0078'CONCRETE CULVERT NO. 1147.05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0020 ***********************************************************************
 ET0020  DESIGNATION -  4384
 ET0020  PID         -  ET0020
 ET0020  STATE/COUNTY-  AZ/YAVAPAI
 ET0020  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0020
 ET0020                         *CURRENT SURVEY CONTROL
 ET0020  ___________________________________________________________________
 ET0020* NAD 83(1986)-  34 51 00.     (N)    112 27 12.     (W)     SCALED    
 ET0020* NAVD 88     -      1339.303  (meters)    4394.03   (feet)  POSTED    
 ET0020  ___________________________________________________________________
 ET0020  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ET0020  DYNAMIC HT  -        1337.570 (meters)    4388.34  (feet)  COMP
 ET0020  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 ET0020
 ET0020  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0020
 ET0020.The horizontal coordinates were scaled from a topographic map and have
 ET0020.an estimated accuracy of +/- 6 seconds.
 ET0020
 ET0020.The orthometric height was determined by differential leveling
 ET0020.and adjusted by the National Geodetic Survey in November 2005..
 ET0020
 ET0020.The geoid height was determined by GEOID03.
 ET0020
 ET0020.The dynamic height is computed by dividing the NAVD 88
 ET0020.geopotential number by the normal gravity value computed on the
 ET0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0020.degrees latitude (g = 980.6199 gals.).
 ET0020
 ET0020.The modeled gravity was interpolated from observed gravity values.
 ET0020
 ET0020;                    North         East    Units  Estimated Accuracy
 ET0020;SPC AZ C     -   427,070.      164,280.      MT  (+/- 180 meters Scaled)
 ET0020
 ET0020                          SUPERSEDED SURVEY CONTROL
 ET0020
 ET0020  NGVD 29 (??/??/92) 1338.546  (m)         4391.55   (f) ADJ UNCH    1 2
 ET0020
 ET0020.Superseded values are not recommended for survey control.
 ET0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0020.See file dsdata.txt to determine how the superseded data were derived.
 ET0020
 ET0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD671573(NAD 83)
 ET0020_MARKER: P = PIPE CAP
 ET0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0020
 ET0020  HISTORY     - Date     Condition        Report By
 ET0020  HISTORY     - UNK      MONUMENTED       USGS
 ET0020  HISTORY     - 1933     GOOD             NGS
 ET0020
 ET0020                          STATION DESCRIPTION
 ET0020
 ET0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0020'12.4 MI S FROM CEDAR GLADE.
 ET0020'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, AT NORTH END OF DEL RIO
 ET0020'SIDING, 90 FEET NORTHEAST OF SWITCH BLOCK, NEAR ROAD CROSSING, SOUTH
 ET0020'SIDE OF WAGON ROAD, 45 FEET EAST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0057 ***********************************************************************
 DU0057  DESIGNATION -  439+00
 DU0057  PID         -  DU0057
 DU0057  STATE/COUNTY-  AZ/NAVAJO
 DU0057  USGS QUAD   -  CARRIZO (1978)
 DU0057
 DU0057                         *CURRENT SURVEY CONTROL
 DU0057  ___________________________________________________________________
 DU0057* NAD 83(1986)-  33 59 45.     (N)    110 16 54.     (W)     SCALED    
 DU0057* NAVD 88     -      1513.585  (meters)    4965.82   (feet)  ADJUSTED  
 DU0057  ___________________________________________________________________
 DU0057  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DU0057  DYNAMIC HT  -        1511.438 (meters)    4958.78  (feet)  COMP
 DU0057  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 DU0057
 DU0057  VERT ORDER  -  FIRST     CLASS II
 DU0057
 DU0057.The horizontal coordinates were scaled from a topographic map and have
 DU0057.an estimated accuracy of +/- 6 seconds.
 DU0057
 DU0057.The orthometric height was determined by differential leveling
 DU0057.and adjusted by the National Geodetic Survey in June 1991..
 DU0057
 DU0057.The geoid height was determined by GEOID03.
 DU0057
 DU0057.The dynamic height is computed by dividing the NAVD 88
 DU0057.geopotential number by the normal gravity value computed on the
 DU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0057.degrees latitude (g = 980.6199 gals.).
 DU0057
 DU0057.The modeled gravity was interpolated from observed gravity values.
 DU0057
 DU0057;                    North         East    Units  Estimated Accuracy
 DU0057;SPC AZ E     -   332,200.      202,740.      MT  (+/- 180 meters Scaled)
 DU0057
 DU0057                          SUPERSEDED SURVEY CONTROL
 DU0057
 DU0057  NGVD 29 (??/??/92) 1512.821  (m)         4963.31   (f) ADJ UNCH    1 2
 DU0057
 DU0057.Superseded values are not recommended for survey control.
 DU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0057.See file dsdata.txt to determine how the superseded data were derived.
 DU0057
 DU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC663619(NAD 83)
 DU0057_MARKER: P = PIPE CAP
 DU0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0057_STAMPING: 439+00 5438.17 35
 DU0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0057
 DU0057  HISTORY     - Date     Condition        Report By
 DU0057  HISTORY     - UNK      MONUMENTED       BPR
 DU0057  HISTORY     - 1960     GOOD             NGS
 DU0057  HISTORY     - 1979     GOOD             NGS
 DU0057
 DU0057                          STATION DESCRIPTION
 DU0057
 DU0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0057'25.9 MI SW FROM SHOW LOW.
 DU0057'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0057'SHOW LOW, THENCE 25.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0057'HIGHWAY 77, 0.2 MILE NORTH OF THE UNION SERVICE STATION AT CARRIZO, ON
 DU0057'THE NAVAJO-GILA COUNTY LINE, 112 FEET EAST OF THE CENTER LINE OF THE
 DU0057'HIGHWAY, 6 INCHES NORTH OF A WOODEN COUNTY LINE MARKER POST, ABOUT 6
 DU0057'FEET ABOVE THE LEVEL OF THE HIGHWAY, A CAP ON THE TOP OF A 2-INCH IRON
 DU0057'PIPE PROJECTING 8 INCHES.
 DU0057
 DU0057                          STATION RECOVERY (1979)
 DU0057
 DU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0057'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1478 ***********************************************************************
 CZ1478  DESIGNATION -  4390.09
 CZ1478  PID         -  CZ1478
 CZ1478  STATE/COUNTY-  AZ/COCHISE
 CZ1478  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ1478
 CZ1478                         *CURRENT SURVEY CONTROL
 CZ1478  ___________________________________________________________________
 CZ1478* NAD 83(1986)-  32 00 19.     (N)    110 08 25.     (W)     SCALED    
 CZ1478* NAVD 88     -      1338.545  (meters)    4391.54   (feet)  ADJUSTED  
 CZ1478  ___________________________________________________________________
 CZ1478  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CZ1478  DYNAMIC HT  -        1336.502 (meters)    4384.84  (feet)  COMP
 CZ1478  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 CZ1478
 CZ1478  VERT ORDER  -  FIRST     CLASS II
 CZ1478
 CZ1478.The horizontal coordinates were scaled from a topographic map and have
 CZ1478.an estimated accuracy of +/- 6 seconds.
 CZ1478
 CZ1478.The orthometric height was determined by differential leveling
 CZ1478.and adjusted by the National Geodetic Survey in June 1991..
 CZ1478
 CZ1478.The geoid height was determined by GEOID03.
 CZ1478
 CZ1478.The dynamic height is computed by dividing the NAVD 88
 CZ1478.geopotential number by the normal gravity value computed on the
 CZ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1478.degrees latitude (g = 980.6199 gals.).
 CZ1478
 CZ1478.The modeled gravity was interpolated from observed gravity values.
 CZ1478
 CZ1478;                    North         East    Units  Estimated Accuracy
 CZ1478;SPC AZ E     -   111,450.      215,850.      MT  (+/- 180 meters Scaled)
 CZ1478
 CZ1478                          SUPERSEDED SURVEY CONTROL
 CZ1478
 CZ1478.No superseded survey control is available for this station.
 CZ1478
 CZ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA812413(NAD 83)
 CZ1478_MARKER: DB = BENCH MARK DISK
 CZ1478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1478_SP_SET: HEADWALL
 CZ1478_STAMPING: 4390.09
 CZ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1478+STABILITY: SURFACE MOTION
 CZ1478
 CZ1478  HISTORY     - Date     Condition        Report By
 CZ1478  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1478  HISTORY     - 1979     GOOD             NGS
 CZ1478
 CZ1478                          STATION DESCRIPTION
 CZ1478
 CZ1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1478'17.2 KM NE FROM BENSON.
 CZ1478'17.2 KILOMETERS (10.7 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1478'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 1.8- BY 2.1-METER
 CZ1478'BOX CULVERT, IN THE TOP CENTER OF THE SOUTHEAST HEADWALL, 0.2
 CZ1478'KILOMETER (0.1 MILE) NORTHEAST OF MILE POST 315, 11.1 METERS (36.5
 CZ1478'FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES.
 CZ1478'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0009 ***********************************************************************
 CZ0009  DESIGNATION -  4391.70
 CZ0009  PID         -  CZ0009
 CZ0009  STATE/COUNTY-  AZ/COCHISE
 CZ0009  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ0009
 CZ0009                         *CURRENT SURVEY CONTROL
 CZ0009  ___________________________________________________________________
 CZ0009* NAD 83(1986)-  32 00 23.     (N)    110 08 18.     (W)     SCALED    
 CZ0009* NAVD 88     -      1339.05   (+/-2cm)    4393.2    (feet)  VERTCON   
 CZ0009  ___________________________________________________________________
 CZ0009  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CZ0009
 CZ0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0009
 CZ0009.The horizontal coordinates were scaled from a topographic map and have
 CZ0009.an estimated accuracy of +/- 6 seconds.
 CZ0009
 CZ0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0009.The vertical order pertains to the NGVD 29 superseded value.
 CZ0009
 CZ0009.The geoid height was determined by GEOID03.
 CZ0009
 CZ0009;                    North         East    Units  Estimated Accuracy
 CZ0009;SPC AZ E     -   111,580.      216,040.      MT  (+/- 180 meters Scaled)
 CZ0009
 CZ0009                          SUPERSEDED SURVEY CONTROL
 CZ0009
 CZ0009  NGVD 29 (??/??/92) 1338.177  (m)         4390.34   (f) ADJ UNCH    2 0
 CZ0009
 CZ0009.Superseded values are not recommended for survey control.
 CZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0009.See file dsdata.txt to determine how the superseded data were derived.
 CZ0009
 CZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA813414(NAD 83)
 CZ0009_MARKER: DZ = AZIMUTH MARK DISK
 CZ0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0009_SP_SET: BRIDGE
 CZ0009_STAMPING: 4391.70
 CZ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0009
 CZ0009  HISTORY     - Date     Condition        Report By
 CZ0009  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0009  HISTORY     - 1960     GOOD             NGS
 CZ0009  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0009
 CZ0009                          STATION DESCRIPTION
 CZ0009
 CZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0009'10.1 MI E FROM BENSON.
 CZ0009'10.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0009'HIGHWAY 86, 22 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ0009'LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 CZ0009'CONCRETE BRIDGE THAT IS AN UNDERPASS FOR STOCK.
 CZ0009
 CZ0009                          STATION RECOVERY (1979)
 CZ0009
 CZ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0009'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  IT APPEARS THAT THE
 CZ0009'BOX CULVERT HAS BEEN WIDENED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0199 ***********************************************************************
 ET0199  DESIGNATION -  4392
 ET0199  PID         -  ET0199
 ET0199  STATE/COUNTY-  AZ/YAVAPAI
 ET0199  USGS QUAD   -  MAYER (1974)
 ET0199
 ET0199                         *CURRENT SURVEY CONTROL
 ET0199  ___________________________________________________________________
 ET0199* NAD 83(1986)-  34 24 07.     (N)    112 14 09.     (W)     SCALED    
 ET0199* NAVD 88     -      1342.22   (+/-2cm)    4403.6    (feet)  VERTCON   
 ET0199  ___________________________________________________________________
 ET0199  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ET0199
 ET0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0199
 ET0199.The horizontal coordinates were scaled from a topographic map and have
 ET0199.an estimated accuracy of +/- 6 seconds.
 ET0199
 ET0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0199.The vertical order pertains to the NGVD 29 superseded value.
 ET0199
 ET0199.The geoid height was determined by GEOID03.
 ET0199
 ET0199;                    North         East    Units  Estimated Accuracy
 ET0199;SPC AZ C     -   377,280.      184,020.      MT  (+/- 180 meters Scaled)
 ET0199
 ET0199                          SUPERSEDED SURVEY CONTROL
 ET0199
 ET0199  NGVD 29 (??/??/92) 1341.435  (m)         4401.02   (f) ADJ UNCH    2 0
 ET0199
 ET0199.Superseded values are not recommended for survey control.
 ET0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0199.See file dsdata.txt to determine how the superseded data were derived.
 ET0199
 ET0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD864074(NAD 83)
 ET0199_MARKER: P = PIPE CAP
 ET0199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0199_STAMPING: 4392
 ET0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0199
 ET0199  HISTORY     - Date     Condition        Report By
 ET0199  HISTORY     - UNK      MONUMENTED       USGS
 ET0199  HISTORY     - 1952     GOOD             NGS
 ET0199  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0199
 ET0199                          STATION DESCRIPTION
 ET0199
 ET0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0199'0.3 MI NW FROM MAYER.
 ET0199'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0199'MAYER, YAVAPAI COUNTY, 21 FEET EAST OF A HOUSE, IN THE YARD, AND 15
 ET0199'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 ET0199'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4392 AND RIVETED ON THE TOP OF
 ET0199'A 3-1/2-INCH IRON PIPE.
 ET0199
 ET0199                          STATION RECOVERY (2004)
 ET0199
 ET0199'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0199'MARK NOT FOUND.
 ET0199'APPEARS REPLACED WITH ADOT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1572 ***********************************************************************
 DV1572  DESIGNATION -  44 A
 DV1572  PID         -  DV1572
 DV1572  STATE/COUNTY-  AZ/MARICOPA
 DV1572  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1572
 DV1572                         *CURRENT SURVEY CONTROL
 DV1572  ___________________________________________________________________
 DV1572* NAD 83(1986)-  33 33 12.     (N)    113 15 15.     (W)     SCALED    
 DV1572* NAVD 88     -       402.77   (+/-2cm)    1321.4    (feet)  VERTCON   
 DV1572  ___________________________________________________________________
 DV1572  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1572
 DV1572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1572
 DV1572.The horizontal coordinates were scaled from a topographic map and have
 DV1572.an estimated accuracy of +/- 6 seconds.
 DV1572
 DV1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1572.The vertical order pertains to the NGVD 29 superseded value.
 DV1572
 DV1572.The geoid height was determined by GEOID03.
 DV1572
 DV1572;                    North         East    Units  Estimated Accuracy
 DV1572;SPC AZ C     -   283,920.       89,160.      MT  (+/- 180 meters Scaled)
 DV1572
 DV1572                          SUPERSEDED SURVEY CONTROL
 DV1572
 DV1572  NGVD 29 (??/??/92)  402.177  (m)         1319.48   (f) ADJ UNCH    2 0
 DV1572
 DV1572.Superseded values are not recommended for survey control.
 DV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1572.See file dsdata.txt to determine how the superseded data were derived.
 DV1572
 DV1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC907149(NAD 83)
 DV1572_MARKER: DD = SURVEY DISK
 DV1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1572_STAMPING: 44 A 1962
 DV1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1572+STABILITY: SURFACE MOTION
 DV1572
 DV1572  HISTORY     - Date     Condition        Report By
 DV1572  HISTORY     - 1962     MONUMENTED       AZHD
 DV1572
 DV1572                          STATION DESCRIPTION
 DV1572
 DV1572'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1572'28.3 MI SE FROM SALOME.
 DV1572'0.5 MILE EAST-SOUTHEAST OF P 413 44, AN ARIZONA HIGHWAY DEPARTMENT
 DV1572'DISK STAMPED 44 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1572'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1572'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0835 ***********************************************************************
 FQ0835  DESIGNATION -  44 BKC
 FQ0835  PID         -  FQ0835
 FQ0835  STATE/COUNTY-  AZ/COCONINO
 FQ0835  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0835
 FQ0835                         *CURRENT SURVEY CONTROL
 FQ0835  ___________________________________________________________________
 FQ0835* NAD 83(1986)-  35 34 27.     (N)    111 05 49.     (W)     SCALED    
 FQ0835* NAVD 88     -      1494.716  (meters)    4903.91   (feet)  POSTED    
 FQ0835  ___________________________________________________________________
 FQ0835  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0835  DYNAMIC HT  -        1492.800 (meters)    4897.63  (feet)  COMP
 FQ0835  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 FQ0835
 FQ0835  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0835
 FQ0835.The horizontal coordinates were scaled from a topographic map and have
 FQ0835.an estimated accuracy of +/- 6 seconds.
 FQ0835
 FQ0835.The orthometric height was determined by differential leveling
 FQ0835.and adjusted by the National Geodetic Survey in 1992..
 FQ0835.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0835.rate of 0.0 thru 1.0 mm/km.
 FQ0835
 FQ0835.The geoid height was determined by GEOID03.
 FQ0835
 FQ0835.The dynamic height is computed by dividing the NAVD 88
 FQ0835.geopotential number by the normal gravity value computed on the
 FQ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0835.degrees latitude (g = 980.6199 gals.).
 FQ0835
 FQ0835.The modeled gravity was interpolated from observed gravity values.
 FQ0835
 FQ0835;                    North         East    Units  Estimated Accuracy
 FQ0835;SPC AZ C     -   507,580.      287,660.      MT  (+/- 180 meters Scaled)
 FQ0835
 FQ0835                          SUPERSEDED SURVEY CONTROL
 FQ0835
 FQ0835.No superseded survey control is available for this station.
 FQ0835
 FQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE912367(NAD 83)
 FQ0835_MARKER: DB = BENCH MARK DISK
 FQ0835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0835_SP_SET: COPPER-CLAD STEEL ROD
 FQ0835_STAMPING: 44 BKC 1968
 FQ0835_MARK LOGO: USGS  
 FQ0835_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0835+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0835
 FQ0835  HISTORY     - Date     Condition        Report By
 FQ0835  HISTORY     - 1968     MONUMENTED       USGS
 FQ0835
 FQ0835                          STATION DESCRIPTION
 FQ0835
 FQ0835'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0835'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0835'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0835'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0835'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0835'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0835'Y-ROAD JUNCTION SOUTH OF A CHURCH, ABOUT 600 FEET SOUTH OF THE
 FQ0835'CHURCH, 51 FEET SOUTHWEST OF THE ROAD FORK INTERSECTION, 3 FEET EAST
 FQ0835'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0835'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0775 ***********************************************************************
 DA0775  DESIGNATION -  44 GWM
 DA0775  PID         -  DA0775
 DA0775  STATE/COUNTY-  AZ/MARICOPA
 DA0775  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0775
 DA0775                         *CURRENT SURVEY CONTROL
 DA0775  ___________________________________________________________________
 DA0775* NAD 83(1986)-  32 41 30.     (N)    113 18 04.     (W)     SCALED    
 DA0775* NAVD 88     -       196.29   (+/-2cm)     644.0    (feet)  VERTCON   
 DA0775  ___________________________________________________________________
 DA0775  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0775
 DA0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0775
 DA0775.The horizontal coordinates were scaled from a topographic map and have
 DA0775.an estimated accuracy of +/- 6 seconds.
 DA0775
 DA0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0775.The vertical order pertains to the NGVD 29 superseded value.
 DA0775
 DA0775.The geoid height was determined by GEOID03.
 DA0775
 DA0775;                    North         East    Units  Estimated Accuracy
 DA0775;SPC AZ C     -   188,410.       83,540.      MT  (+/- 180 meters Scaled)
 DA0775
 DA0775                          SUPERSEDED SURVEY CONTROL
 DA0775
 DA0775  NGVD 29 (??/??/92)  195.697  (m)          642.05   (f) ADJ UNCH    2 0
 DA0775
 DA0775.Superseded values are not recommended for survey control.
 DA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0775.See file dsdata.txt to determine how the superseded data were derived.
 DA0775
 DA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB842194(NAD 83)
 DA0775_MARKER: DB = BENCH MARK DISK
 DA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0775_STAMPING: 44 GWM 642 1948
 DA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0775+STABILITY: SURFACE MOTION
 DA0775
 DA0775  HISTORY     - Date     Condition        Report By
 DA0775  HISTORY     - 1948     MONUMENTED       USGS
 DA0775  HISTORY     - 1962     GOOD             NGS
 DA0775
 DA0775                          STATION DESCRIPTION
 DA0775
 DA0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0775'15.35 MI SSW FROM SENTINEL.
 DA0775'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0775'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0775'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0775'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.6 MILES NORTHWEST OF A 4X4-INCH
 DA0775'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33,
 DA0775'AT THE JUNCTION OF THE DIM TRAIL ROAD AND A DIM TRAIL ROAD LEADING
 DA0775'SOUTHEAST, 32 FEET EAST OF THE CENTER LINE OF THE DIM TRAIL ROAD, 11
 DA0775'FEET NORTHEAST OF THE CENTER LINE OF THE DIM TRAIL LEADING SOUTHEAST,
 DA0775'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 DA0775'ROADS, AND SET IN THE TOP OF A CONCRETE POST USING AN 8-INCH TILE FOR
 DA0775'A FORM WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0636 ***********************************************************************
 FP0636  DESIGNATION -  44 HLS
 FP0636  PID         -  FP0636
 FP0636  STATE/COUNTY-  AZ/APACHE
 FP0636  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0636
 FP0636                         *CURRENT SURVEY CONTROL
 FP0636  ___________________________________________________________________
 FP0636* NAD 83(1986)-  35 35 46.     (N)    109 32 20.     (W)     SCALED    
 FP0636* NAVD 88     -      2055.326  (meters)    6743.18   (feet)  ADJUSTED  
 FP0636  ___________________________________________________________________
 FP0636  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FP0636  DYNAMIC HT  -        2052.454 (meters)    6733.76  (feet)  COMP
 FP0636  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 FP0636
 FP0636  VERT ORDER  -  SECOND    CLASS II
 FP0636
 FP0636.The horizontal coordinates were scaled from a topographic map and have
 FP0636.an estimated accuracy of +/- 6 seconds.
 FP0636
 FP0636.The orthometric height was determined by differential leveling
 FP0636.and adjusted by the National Geodetic Survey in June 1991..
 FP0636
 FP0636.The geoid height was determined by GEOID03.
 FP0636
 FP0636.The dynamic height is computed by dividing the NAVD 88
 FP0636.geopotential number by the normal gravity value computed on the
 FP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0636.degrees latitude (g = 980.6199 gals.).
 FP0636
 FP0636.The modeled gravity was interpolated from observed gravity values.
 FP0636
 FP0636;                    North         East    Units  Estimated Accuracy
 FP0636;SPC AZ E     -   509,890.      270,250.      MT  (+/- 180 meters Scaled)
 FP0636
 FP0636                          SUPERSEDED SURVEY CONTROL
 FP0636
 FP0636  NGVD 29 (??/??/92) 2054.27   (m)         6739.7    (f) COMPUTED    2 2
 FP0636
 FP0636.Superseded values are not recommended for survey control.
 FP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0636.See file dsdata.txt to determine how the superseded data were derived.
 FP0636
 FP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE323401(NAD 83)
 FP0636_MARKER: DB = BENCH MARK DISK
 FP0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0636_SP_SET: COPPER-CLAD STEEL ROD
 FP0636_STAMPING: 44 HLS 1970 6740
 FP0636_MARK LOGO: USGS  
 FP0636_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0636+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0636
 FP0636  HISTORY     - Date     Condition        Report By
 FP0636  HISTORY     - 1970     MONUMENTED       USGS
 FP0636
 FP0636                          STATION DESCRIPTION
 FP0636
 FP0636'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0636'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0636'OFFICE AT GANADO, ARIZONA), PROCEED 6.7 MILES NORTH ALONG STATE
 FP0636'HIGHWAY 63, 93 FEET WEST OF THE HIGHWAY, 34 FEET NORTH OF WOODEN
 FP0636'POWER POLE 66, 1 FOOT EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0636'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0016 ***********************************************************************
 ET0016  DESIGNATION -  4400
 ET0016  PID         -  ET0016
 ET0016  STATE/COUNTY-  AZ/YAVAPAI
 ET0016  USGS QUAD   -  PAULDEN (1979)
 ET0016
 ET0016                         *CURRENT SURVEY CONTROL
 ET0016  ___________________________________________________________________
 ET0016* NAD 83(1986)-  34 53 01.     (N)    112 28 02.     (W)     SCALED    
 ET0016* NAVD 88     -      1344.129  (meters)    4409.86   (feet)  POSTED    
 ET0016  ___________________________________________________________________
 ET0016  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ET0016  DYNAMIC HT  -        1342.390 (meters)    4404.16  (feet)  COMP
 ET0016  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 ET0016
 ET0016  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0016
 ET0016.The horizontal coordinates were scaled from a topographic map and have
 ET0016.an estimated accuracy of +/- 6 seconds.
 ET0016
 ET0016.The orthometric height was determined by differential leveling
 ET0016.and adjusted by the National Geodetic Survey in November 2005..
 ET0016.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0016.rate of 2.1 thru 3.0 mm/km.
 ET0016
 ET0016.The geoid height was determined by GEOID03.
 ET0016
 ET0016.The dynamic height is computed by dividing the NAVD 88
 ET0016.geopotential number by the normal gravity value computed on the
 ET0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0016.degrees latitude (g = 980.6199 gals.).
 ET0016
 ET0016.The modeled gravity was interpolated from observed gravity values.
 ET0016
 ET0016;                    North         East    Units  Estimated Accuracy
 ET0016;SPC AZ C     -   430,800.      163,030.      MT  (+/- 180 meters Scaled)
 ET0016
 ET0016                          SUPERSEDED SURVEY CONTROL
 ET0016
 ET0016  NGVD 29 (??/??/92) 1343.371  (m)         4407.38   (f) ADJ UNCH    1 2
 ET0016
 ET0016.Superseded values are not recommended for survey control.
 ET0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0016.See file dsdata.txt to determine how the superseded data were derived.
 ET0016
 ET0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659611(NAD 83)
 ET0016_MARKER: P = PIPE CAP
 ET0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0016+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 ET0016
 ET0016  HISTORY     - Date     Condition        Report By
 ET0016  HISTORY     - UNK      MONUMENTED       USGS
 ET0016  HISTORY     - 1933     GOOD             NGS
 ET0016  HISTORY     - 20030606 GOOD             NGS
 ET0016
 ET0016                          STATION DESCRIPTION
 ET0016
 ET0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0016'9.9 MI S FROM CEDAR GLADE.
 ET0016'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 0.1 MILES SOUTH OF PALDEN
 ET0016'STORE, 100 FEET NORTHWEST OF MILEPOST 31, 350 FEET NORTHWEST OF
 ET0016'RAILROAD CULVERT NO.A-32, ON RIDGE, 50 FEET WEST OF RAILROAD
 ET0016'CENTER-LINE.
 ET0016
 ET0016                          STATION RECOVERY (2003)
 ET0016
 ET0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0016'RAILROAD ALLIGNMENT HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0128 ***********************************************************************
 CF0128  DESIGNATION -  4401
 CF0128  PID         -  CF0128
 CF0128  STATE/COUNTY-  AZ/COCHISE
 CF0128  USGS QUAD   -  BISBEE SE (1958)
 CF0128
 CF0128                         *CURRENT SURVEY CONTROL
 CF0128  ___________________________________________________________________
 CF0128* NAD 83(1986)-  31 20 41.     (N)    109 47 00.     (W)     SCALED    
 CF0128* NAVD 88     -      1342.45   (+/-2cm)    4404.4    (feet)  VERTCON   
 CF0128  ___________________________________________________________________
 CF0128  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0128
 CF0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0128
 CF0128.The horizontal coordinates were scaled from a topographic map and have
 CF0128.an estimated accuracy of +/- 6 seconds.
 CF0128
 CF0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0128.The vertical order pertains to the NGVD 29 superseded value.
 CF0128
 CF0128.The geoid height was determined by GEOID03.
 CF0128
 CF0128;                    North         East    Units  Estimated Accuracy
 CF0128;SPC AZ E     -    38,280.      249,830.      MT  (+/- 180 meters Scaled)
 CF0128
 CF0128                          SUPERSEDED SURVEY CONTROL
 CF0128
 CF0128  NGVD 29 (??/??/92) 1341.626  (m)         4401.65   (f) ADJ UNCH    2 0
 CF0128
 CF0128.Superseded values are not recommended for survey control.
 CF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0128.See file dsdata.txt to determine how the superseded data were derived.
 CF0128
 CF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV157684(NAD 83)
 CF0128_MARKER: DB = BENCH MARK DISK
 CF0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0128_SP_SET: CONCRETE COPING
 CF0128_STAMPING: 4401
 CF0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0128
 CF0128  HISTORY     - Date     Condition        Report By
 CF0128  HISTORY     - UNK      MONUMENTED       USGS
 CF0128  HISTORY     - 1934     GOOD             NGS
 CF0128
 CF0128                          STATION DESCRIPTION
 CF0128
 CF0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0128'11.1 MI E FROM NACO.
 CF0128'11.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0128'STATION AT NACO, COCHISE COUNTY, 1-1/2 POLES WEST OF MILEPOST 1092, AT
 CF0128'CONCRETE CULVERT 1091.95, IN THE TOP OF THE EAST END OF THE CONCRETE
 CF0128'COPING OF THE SOUTH HEADWALL, AND 4 FEET LOWER THAN THE TRACK. A
 CF0128'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4401.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0564 ***********************************************************************
 ES0564  DESIGNATION -  4406.92
 ES0564  PID         -  ES0564
 ES0564  STATE/COUNTY-  AZ/YAVAPAI
 ES0564  USGS QUAD   -  CASNER BUTTE (1965)
 ES0564
 ES0564                         *CURRENT SURVEY CONTROL
 ES0564  ___________________________________________________________________
 ES0564* NAD 83(1986)-  34 42 45.     (N)    111 43 40.     (W)     SCALED    
 ES0564* NAVD 88     -      1343.797  (meters)    4408.77   (feet)  ADJUSTED  
 ES0564  ___________________________________________________________________
 ES0564  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 ES0564  DYNAMIC HT  -        1342.087 (meters)    4403.16  (feet)  COMP
 ES0564  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 ES0564
 ES0564  VERT ORDER  -  SECOND    CLASS 0
 ES0564
 ES0564.The horizontal coordinates were scaled from a topographic map and have
 ES0564.an estimated accuracy of +/- 6 seconds.
 ES0564
 ES0564.The orthometric height was determined by differential leveling
 ES0564.and adjusted by the National Geodetic Survey in June 1991..
 ES0564
 ES0564.The geoid height was determined by GEOID03.
 ES0564
 ES0564.The dynamic height is computed by dividing the NAVD 88
 ES0564.geopotential number by the normal gravity value computed on the
 ES0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0564.degrees latitude (g = 980.6199 gals.).
 ES0564
 ES0564.The modeled gravity was interpolated from observed gravity values.
 ES0564
 ES0564;                    North         East    Units  Estimated Accuracy
 ES0564;SPC AZ C     -   411,700.      230,660.      MT  (+/- 180 meters Scaled)
 ES0564
 ES0564                          SUPERSEDED SURVEY CONTROL
 ES0564
 ES0564  NGVD 29 (??/??/92) 1343.062  (m)         4406.36   (f) ADJ UNCH    2 0
 ES0564
 ES0564.Superseded values are not recommended for survey control.
 ES0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0564.See file dsdata.txt to determine how the superseded data were derived.
 ES0564
 ES0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD333414(NAD 83)
 ES0564_MARKER: DD = SURVEY DISK
 ES0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0564_SP_SET: CULVERT
 ES0564_STAMPING: 4406.92 5295-01 1959
 ES0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0564
 ES0564  HISTORY     - Date     Condition        Report By
 ES0564  HISTORY     - 1959     MONUMENTED       AZHD
 ES0564  HISTORY     - 1959     GOOD             NGS
 ES0564
 ES0564                          STATION DESCRIPTION
 ES0564
 ES0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0564'38.3 MI S FROM FLAGSTAFF.
 ES0564'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0564'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0564'THENCE 38.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 1.7 MILES
 ES0564'SOUTH OF A GRAVEL ROAD LEADING TO SEDONA, 0.2 MILE SOUTH OF A LARGE
 ES0564'ROCK CUT, 27 FEET EAST OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE
 ES0564'CENTER OF THE EAST HEADWALL OF A 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0494 ***********************************************************************
 ES0494  DESIGNATION -  4414.2
 ES0494  PID         -  ES0494
 ES0494  STATE/COUNTY-  AZ/YAVAPAI
 ES0494  USGS QUAD   -  SEDONA (1969)
 ES0494
 ES0494                         *CURRENT SURVEY CONTROL
 ES0494  ___________________________________________________________________
 ES0494* NAD 83(1986)-  34 51 50.     (N)    111 47 42.     (W)     SCALED    
 ES0494* NAVD 88     -      1346.503  (meters)    4417.65   (feet)  ADJUSTED  
 ES0494  ___________________________________________________________________
 ES0494  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 ES0494  DYNAMIC HT  -        1344.771 (meters)    4411.97  (feet)  COMP
 ES0494  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 ES0494
 ES0494  VERT ORDER  -  FIRST     CLASS II
 ES0494
 ES0494.The horizontal coordinates were scaled from a topographic map and have
 ES0494.an estimated accuracy of +/- 6 seconds.
 ES0494
 ES0494.The orthometric height was determined by differential leveling
 ES0494.and adjusted by the National Geodetic Survey in June 1991..
 ES0494
 ES0494.The geoid height was determined by GEOID03.
 ES0494
 ES0494.The dynamic height is computed by dividing the NAVD 88
 ES0494.geopotential number by the normal gravity value computed on the
 ES0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0494.degrees latitude (g = 980.6199 gals.).
 ES0494
 ES0494.The modeled gravity was interpolated from observed gravity values.
 ES0494
 ES0494;                    North         East    Units  Estimated Accuracy
 ES0494;SPC AZ C     -   428,480.      224,480.      MT  (+/- 180 meters Scaled)
 ES0494
 ES0494                          SUPERSEDED SURVEY CONTROL
 ES0494
 ES0494  NGVD 29 (??/??/92) 1345.696  (m)         4415.00   (f) ADJ UNCH    1 2
 ES0494
 ES0494.Superseded values are not recommended for survey control.
 ES0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0494.See file dsdata.txt to determine how the superseded data were derived.
 ES0494
 ES0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD273582(NAD 83)
 ES0494_MARKER: O = CHISELED CIRCLE
 ES0494_SETTING: 80 = SET IN A BOULDER
 ES0494_SP_SET: BOULDER
 ES0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0494+STABILITY: SURFACE MOTION
 ES0494
 ES0494  HISTORY     - Date     Condition        Report By
 ES0494  HISTORY     - UNK      MONUMENTED       USGS
 ES0494  HISTORY     - 1933     GOOD             NGS
 ES0494
 ES0494                          STATION DESCRIPTION
 ES0494
 ES0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0494'1.9 MI SE FROM SEDONA.
 ES0494'AT SIDE OF HIGHWAY, 0,8 MILES EAST OF SHCOOLHOUSE, ON EAST BANK OF
 ES0494'WASH, 30 FEET NORTH OF HIGHWAY CENTER-LINE, ON TOP OF RED SANDSTONE
 ES0494'BOULDER PAINTED WHITE U.S.B.M. 4414.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0334 ***********************************************************************
 DU0334  DESIGNATION -  4414.845
 DU0334  PID         -  DU0334
 DU0334  STATE/COUNTY-  AZ/GILA
 DU0334  USGS QUAD   -  CHROME BUTTE (1966)
 DU0334
 DU0334                         *CURRENT SURVEY CONTROL
 DU0334  ___________________________________________________________________
 DU0334* NAD 83(1986)-  33 33 35.     (N)    110 40 38.     (W)     SCALED    
 DU0334* NAVD 88     -      1345.714  (meters)    4415.06   (feet)  ADJUSTED  
 DU0334  ___________________________________________________________________
 DU0334  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DU0334  DYNAMIC HT  -        1343.844 (meters)    4408.93  (feet)  COMP
 DU0334  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 DU0334
 DU0334  VERT ORDER  -  SECOND    CLASS 0
 DU0334
 DU0334.The horizontal coordinates were scaled from a topographic map and have
 DU0334.an estimated accuracy of +/- 6 seconds.
 DU0334
 DU0334.The orthometric height was determined by differential leveling
 DU0334.and adjusted by the National Geodetic Survey in June 1991..
 DU0334
 DU0334.The geoid height was determined by GEOID03.
 DU0334
 DU0334.The dynamic height is computed by dividing the NAVD 88
 DU0334.geopotential number by the normal gravity value computed on the
 DU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0334.degrees latitude (g = 980.6199 gals.).
 DU0334
 DU0334.The modeled gravity was interpolated from observed gravity values.
 DU0334
 DU0334;                    North         East    Units  Estimated Accuracy
 DU0334;SPC AZ E     -   283,940.      165,960.      MT  (+/- 180 meters Scaled)
 DU0334
 DU0334                          SUPERSEDED SURVEY CONTROL
 DU0334
 DU0334  NGVD 29 (??/??/92) 1345.038  (m)         4412.85   (f) ADJ UNCH    2 0
 DU0334
 DU0334.Superseded values are not recommended for survey control.
 DU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0334.See file dsdata.txt to determine how the superseded data were derived.
 DU0334
 DU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC299133(NAD 83)
 DU0334_MARKER: DD = SURVEY DISK
 DU0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0334_SP_SET: CULVERT
 DU0334_STAMPING: STA 860+75 EL 4414.845
 DU0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0334
 DU0334  HISTORY     - Date     Condition        Report By
 DU0334  HISTORY     - UNK      MONUMENTED       AZHD
 DU0334  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0334
 DU0334                          STATION DESCRIPTION
 DU0334
 DU0334'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0334'17.4 MI NE FROM GLOBE.
 DU0334'17.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0334'THE TOP OF THE CENTER OF A CONCRETE CULVERT, 14 FEET WEST OF THE
 DU0334'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  NOTE--
 DU0334'U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0334'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0787 ***********************************************************************
 CZ0787  DESIGNATION -  443+83
 CZ0787  PID         -  CZ0787
 CZ0787  STATE/COUNTY-  AZ/PIMA
 CZ0787  USGS QUAD   -  THREE POINTS (1992)
 CZ0787
 CZ0787                         *CURRENT SURVEY CONTROL
 CZ0787  ___________________________________________________________________
 CZ0787* NAD 83(1986)-  32 05 42.     (N)    111 16 00.     (W)     SCALED    
 CZ0787* NAVD 88     -       765.47   (+/-2cm)    2511.4    (feet)  VERTCON   
 CZ0787  ___________________________________________________________________
 CZ0787  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0787
 CZ0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0787
 CZ0787.The horizontal coordinates were scaled from a topographic map and have
 CZ0787.an estimated accuracy of +/- 6 seconds.
 CZ0787
 CZ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0787.The vertical order pertains to the NGVD 29 superseded value.
 CZ0787
 CZ0787.The geoid height was determined by GEOID03.
 CZ0787
 CZ0787;                    North         East    Units  Estimated Accuracy
 CZ0787;SPC AZ C     -   121,590.      274,710.      MT  (+/- 180 meters Scaled)
 CZ0787
 CZ0787                          SUPERSEDED SURVEY CONTROL
 CZ0787
 CZ0787  NGVD 29 (??/??/92)  764.786  (m)         2509.14   (f) ADJ UNCH    2 0
 CZ0787
 CZ0787.Superseded values are not recommended for survey control.
 CZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0787.See file dsdata.txt to determine how the superseded data were derived.
 CZ0787
 CZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA748509(NAD 83)
 CZ0787_MARKER: DD = SURVEY DISK
 CZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0787_SP_SET: CULVERT
 CZ0787_STAMPING: 443+83 2510.01
 CZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0787
 CZ0787  HISTORY     - Date     Condition        Report By
 CZ0787  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0787  HISTORY     - 1951     GOOD             NGS
 CZ0787
 CZ0787                          STATION DESCRIPTION
 CZ0787
 CZ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0787'19.1 MI SW FROM TUCSON.
 CZ0787'19.1 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0787'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0787'HEADWALL OF A 4 BY 18 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0787'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0787'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0607 ***********************************************************************
 ES0607  DESIGNATION -  4441.64
 ES0607  PID         -  ES0607
 ES0607  STATE/COUNTY-  AZ/YAVAPAI
 ES0607  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0607
 ES0607                         *CURRENT SURVEY CONTROL
 ES0607  ___________________________________________________________________
 ES0607* NAD 83(1986)-  34 30 29.     (N)    111 59 47.     (W)     SCALED    
 ES0607* NAVD 88     -      1354.62   (+/-2cm)    4444.3    (feet)  VERTCON   
 ES0607  ___________________________________________________________________
 ES0607  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES0607
 ES0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0607
 ES0607.The horizontal coordinates were scaled from a topographic map and have
 ES0607.an estimated accuracy of +/- 6 seconds.
 ES0607
 ES0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0607.The vertical order pertains to the NGVD 29 superseded value.
 ES0607
 ES0607.The geoid height was determined by GEOID03.
 ES0607
 ES0607;                    North         East    Units  Estimated Accuracy
 ES0607;SPC AZ C     -   389,010.      206,040.      MT  (+/- 180 meters Scaled)
 ES0607
 ES0607                          SUPERSEDED SURVEY CONTROL
 ES0607
 ES0607  NGVD 29 (??/??/92) 1353.810  (m)         4441.62   (f) ADJ UNCH    2 0
 ES0607
 ES0607.Superseded values are not recommended for survey control.
 ES0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0607.See file dsdata.txt to determine how the superseded data were derived.
 ES0607
 ES0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD085189(NAD 83)
 ES0607_MARKER: DD = SURVEY DISK
 ES0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0607_SP_SET: ABUTMENT
 ES0607_STAMPING: 4441.64 4082+52 1954
 ES0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0607
 ES0607  HISTORY     - Date     Condition        Report By
 ES0607  HISTORY     - 1954     MONUMENTED       AZHD
 ES0607  HISTORY     - 1959     GOOD             NGS
 ES0607
 ES0607                          STATION DESCRIPTION
 ES0607
 ES0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0607'10.6 MI SW FROM CAMP VERDE.
 ES0607'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0607'OFFICE IN CAMP VERDE, THENCE 7.6 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0607'0.1 MILE SOUTH OF MILEPOST 278, ABOUT 100 YARDS NORTH OF THE FRANK
 ES0607'BLIS SERVICE STATION, 16 FEET WEST OF THE CENTER OF THE HIGHWAY,
 ES0607'CEMENTED IN A DRILL HOLE 3 FEET NORTH OF THE SOUTH END OF THE WEST
 ES0607'ABUTMENT OF A LARGE CONCRETE BRIDGE OVER CIENEGO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0107 ***********************************************************************
 CF0107  DESIGNATION -  4448
 CF0107  PID         -  CF0107
 CF0107  STATE/COUNTY-  AZ/COCHISE
 CF0107  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0107
 CF0107                         *CURRENT SURVEY CONTROL
 CF0107  ___________________________________________________________________
 CF0107* NAD 83(1986)-  31 28 05.     (N)    109 22 58.     (W)     SCALED    
 CF0107* NAVD 88     -      1356.65   (+/-2cm)    4450.9    (feet)  VERTCON   
 CF0107  ___________________________________________________________________
 CF0107  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0107
 CF0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0107
 CF0107.The horizontal coordinates were scaled from a topographic map and have
 CF0107.an estimated accuracy of +/- 6 seconds.
 CF0107
 CF0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0107.The vertical order pertains to the NGVD 29 superseded value.
 CF0107
 CF0107.The geoid height was determined by GEOID03.
 CF0107
 CF0107;                    North         East    Units  Estimated Accuracy
 CF0107;SPC AZ E     -    52,160.      287,850.      MT  (+/- 180 meters Scaled)
 CF0107
 CF0107                          SUPERSEDED SURVEY CONTROL
 CF0107
 CF0107  NGVD 29 (??/??/92) 1355.781  (m)         4448.09   (f) ADJ UNCH    2 0
 CF0107
 CF0107.Superseded values are not recommended for survey control.
 CF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0107.See file dsdata.txt to determine how the superseded data were derived.
 CF0107
 CF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV536826(NAD 83)
 CF0107_MARKER: DD = SURVEY DISK
 CF0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0107_SP_SET: BRIDGE
 CF0107_STAMPING: 4448
 CF0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0107
 CF0107  HISTORY     - Date     Condition        Report By
 CF0107  HISTORY     - UNK      MONUMENTED       USGS
 CF0107  HISTORY     - 1935     GOOD             NGS
 CF0107  HISTORY     - 1980     GOOD             USGS
 CF0107
 CF0107                          STATION DESCRIPTION
 CF0107
 CF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0107'17.3 MI NE FROM DOUGLAS.
 CF0107'17.3 MI. N.E. ALONG S.P. RY., IN MI. ZONE NO. 1124, AND SET ON E. END
 CF0107'OF S. HEADWALL OF BRIDGE NO. 1124.22.
 CF0107
 CF0107                          STATION RECOVERY (1980)
 CF0107
 CF0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0107'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0107'HWY 80 12.1 MI AND BM SITE. STANDARD TABLET SET IN SE CORNER OF HEAD
 CF0107'WALL APPROX. 100 FT. N OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1388 ***********************************************************************
 DU1388  DESIGNATION -  447+62
 DU1388  PID         -  DU1388
 DU1388  STATE/COUNTY-  AZ/MARICOPA
 DU1388  USGS QUAD   -  BUCKHORN (1982)
 DU1388
 DU1388                         *CURRENT SURVEY CONTROL
 DU1388  ___________________________________________________________________
 DU1388* NAD 83(1986)-  33 24 54.     (N)    111 40 32.     (W)     SCALED    
 DU1388* NAVD 88     -       435.91   (+/-2cm)    1430.1    (feet)  VERTCON   
 DU1388  ___________________________________________________________________
 DU1388  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU1388
 DU1388  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1388
 DU1388.The horizontal coordinates were scaled from a topographic map and have
 DU1388.an estimated accuracy of +/- 6 seconds.
 DU1388
 DU1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1388.The vertical order pertains to the NGVD 29 superseded value.
 DU1388
 DU1388.The geoid height was determined by GEOID03.
 DU1388
 DU1388;                    North         East    Units  Estimated Accuracy
 DU1388;SPC AZ C     -   267,800.      235,780.      MT  (+/- 180 meters Scaled)
 DU1388
 DU1388                          SUPERSEDED SURVEY CONTROL
 DU1388
 DU1388  NGVD 29 (??/??/92)  435.369  (m)         1428.37   (f) ADJ UNCH    1 1
 DU1388
 DU1388.Superseded values are not recommended for survey control.
 DU1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1388.See file dsdata.txt to determine how the superseded data were derived.
 DU1388
 DU1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371974(NAD 83)
 DU1388_MARKER: DD = SURVEY DISK
 DU1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1388_SP_SET: CULVERT
 DU1388_STAMPING: 447+62
 DU1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1388
 DU1388  HISTORY     - Date     Condition        Report By
 DU1388  HISTORY     - UNK      MONUMENTED       AZHD
 DU1388  HISTORY     - 1975     GOOD             AZDT
 DU1388
 DU1388                          STATION DESCRIPTION
 DU1388
 DU1388'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1388'9.1 MI E FROM MESA.
 DU1388'FROM MILEPOST 189, U.S. 60 AND 70, WEST ON THE HIGHWAY 0.4 MILES AND
 DU1388'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, NORTH OF THE WEST
 DU1388'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0544 ***********************************************************************
 CZ0544  DESIGNATION -  448+05.2
 CZ0544  PID         -  CZ0544
 CZ0544  STATE/COUNTY-  AZ/PIMA
 CZ0544  USGS QUAD   -  JAYNES (1992)
 CZ0544
 CZ0544                         *CURRENT SURVEY CONTROL
 CZ0544  ___________________________________________________________________
 CZ0544* NAD 83(1986)-  32 19 51.     (N)    111 03 29.     (W)     SCALED    
 CZ0544* NAVD 88     -       675.643  (meters)    2216.67   (feet)  ADJUSTED  
 CZ0544  ___________________________________________________________________
 CZ0544  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0544  DYNAMIC HT  -         674.729 (meters)    2213.67  (feet)  COMP
 CZ0544  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 CZ0544
 CZ0544  VERT ORDER  -  FIRST     CLASS II
 CZ0544
 CZ0544.The horizontal coordinates were scaled from a topographic map and have
 CZ0544.an estimated accuracy of +/- 6 seconds.
 CZ0544
 CZ0544.The orthometric height was determined by differential leveling
 CZ0544.and adjusted by the National Geodetic Survey in June 1991..
 CZ0544
 CZ0544.The geoid height was determined by GEOID03.
 CZ0544
 CZ0544.The dynamic height is computed by dividing the NAVD 88
 CZ0544.geopotential number by the normal gravity value computed on the
 CZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0544.degrees latitude (g = 980.6199 gals.).
 CZ0544
 CZ0544.The modeled gravity was interpolated from observed gravity values.
 CZ0544
 CZ0544;                    North         East    Units  Estimated Accuracy
 CZ0544;SPC AZ C     -   147,870.      294,190.      MT  (+/- 180 meters Scaled)
 CZ0544
 CZ0544                          SUPERSEDED SURVEY CONTROL
 CZ0544
 CZ0544  NGVD 29 (??/??/92)  674.978  (m)         2214.49   (f) ADJ UNCH    1 2
 CZ0544
 CZ0544.Superseded values are not recommended for survey control.
 CZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0544.See file dsdata.txt to determine how the superseded data were derived.
 CZ0544
 CZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA945771(NAD 83)
 CZ0544_MARKER: DD = SURVEY DISK
 CZ0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0544_SP_SET: CULVERT
 CZ0544_STAMPING: 2215.17 1930 448+05.2
 CZ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0544
 CZ0544  HISTORY     - Date     Condition        Report By
 CZ0544  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0544  HISTORY     - 1951     GOOD             NGS
 CZ0544  HISTORY     - 1960     GOOD             NGS
 CZ0544  HISTORY     - 1980     GOOD             NGS
 CZ0544  HISTORY     - 19970309 GOOD             USPSQD
 CZ0544  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0544
 CZ0544                          STATION DESCRIPTION
 CZ0544
 CZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0544'2.5 MI SE FROM CORTARO.
 CZ0544'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0544'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT THE
 CZ0544'KINO STATION SIGN, AT RAILROAD MILEAGE 974.65, 140 FEET SOUTHEAST OF A
 CZ0544'T JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO G. MARTINEZ RANCH, IN
 CZ0544'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 CZ0544'30 INCH CORRUGATED METAL PIPE CULVERT WHICH PASSES UNDER HIGHWAY, AND
 CZ0544'17 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE.
 CZ0544
 CZ0544                          STATION RECOVERY (1960)
 CZ0544
 CZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0544'RECOVERED IN GOOD CONDITION.
 CZ0544
 CZ0544                          STATION RECOVERY (1980)
 CZ0544
 CZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0544'15.0 KILOMETERS (9.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0544'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0544'THE NORTHEAST HEADWALL OF A 0.8-METER PIPE CULVERT UNDER THE
 CZ0544'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS AND 5.2 METERS (17
 CZ0544'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0544'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0544
 CZ0544                          STATION RECOVERY (1997)
 CZ0544
 CZ0544'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0544'RECOVERED IN GOOD CONDITION.
 CZ0544
 CZ0544                          STATION RECOVERY (2006)
 CZ0544
 CZ0544'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0544'MARK NOT FOUND.  HIGHWAY REDONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1205 ***********************************************************************
 DU1205  DESIGNATION -  449+10
 DU1205  PID         -  DU1205
 DU1205  STATE/COUNTY-  AZ/GILA
 DU1205  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1205
 DU1205                         *CURRENT SURVEY CONTROL
 DU1205  ___________________________________________________________________
 DU1205* NAD 83(1986)-  33 47 30.     (N)    110 29 54.     (W)     SCALED    
 DU1205* NAVD 88     -      1316.619  (meters)    4319.61   (feet)  ADJUSTED  
 DU1205  ___________________________________________________________________
 DU1205  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DU1205  DYNAMIC HT  -        1314.839 (meters)    4313.77  (feet)  COMP
 DU1205  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DU1205
 DU1205  VERT ORDER  -  FIRST     CLASS II
 DU1205
 DU1205.The horizontal coordinates were scaled from a topographic map and have
 DU1205.an estimated accuracy of +/- 6 seconds.
 DU1205
 DU1205.The orthometric height was determined by differential leveling
 DU1205.and adjusted by the National Geodetic Survey in June 1991..
 DU1205
 DU1205.The geoid height was determined by GEOID03.
 DU1205
 DU1205.The dynamic height is computed by dividing the NAVD 88
 DU1205.geopotential number by the normal gravity value computed on the
 DU1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1205.degrees latitude (g = 980.6199 gals.).
 DU1205
 DU1205.The modeled gravity was interpolated from observed gravity values.
 DU1205
 DU1205;                    North         East    Units  Estimated Accuracy
 DU1205;SPC AZ E     -   309,600.      182,650.      MT  (+/- 180 meters Scaled)
 DU1205
 DU1205                          SUPERSEDED SURVEY CONTROL
 DU1205
 DU1205.No superseded survey control is available for this station.
 DU1205
 DU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC464391(NAD 83)
 DU1205_MARKER: DB = BENCH MARK DISK
 DU1205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1205_SP_SET: CONCRETE BRIDGE ABUTMENT
 DU1205_STAMPING: 3928.77 449+10 1960
 DU1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1205+STABILITY: SURFACE MOTION
 DU1205
 DU1205  HISTORY     - Date     Condition        Report By
 DU1205  HISTORY     - 1960     MONUMENTED       AZHD
 DU1205  HISTORY     - 1979     GOOD             NGS
 DU1205
 DU1205                          STATION DESCRIPTION
 DU1205
 DU1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1205'35.3 MI NE FROM GLOBE.
 DU1205'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU1205'BRIDGE IN SALT RIVER CANYON, 60 FEET SOUTH AND ACROSS THE HIGHWAY
 DU1205'FROM THE EAST END OF A GUARDRAIL AND 20 FEET SOUTH OF THE
 DU1205'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0
 DU1205'MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1205'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0012 ***********************************************************************
 ET0012  DESIGNATION -  4495
 ET0012  PID         -  ET0012
 ET0012  STATE/COUNTY-  AZ/YAVAPAI
 ET0012  USGS QUAD   -  PAULDEN (1979)
 ET0012
 ET0012                         *CURRENT SURVEY CONTROL
 ET0012  ___________________________________________________________________
 ET0012* NAD 83(1986)-  34 54 52.     (N)    112 27 00.     (W)     SCALED    
 ET0012* NAVD 88     -      1373.16   (+/-2cm)    4505.1    (feet)  VERTCON   
 ET0012  ___________________________________________________________________
 ET0012  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ET0012
 ET0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0012
 ET0012.The horizontal coordinates were scaled from a topographic map and have
 ET0012.an estimated accuracy of +/- 6 seconds.
 ET0012
 ET0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0012.The vertical order pertains to the NGVD 29 superseded value.
 ET0012
 ET0012.The geoid height was determined by GEOID03.
 ET0012
 ET0012;                    North         East    Units  Estimated Accuracy
 ET0012;SPC AZ C     -   434,210.      164,630.      MT  (+/- 180 meters Scaled)
 ET0012
 ET0012                          SUPERSEDED SURVEY CONTROL
 ET0012
 ET0012  NGVD 29 (??/??/92) 1372.342  (m)         4502.43   (f) ADJ UNCH    1 2
 ET0012
 ET0012.Superseded values are not recommended for survey control.
 ET0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0012.See file dsdata.txt to determine how the superseded data were derived.
 ET0012
 ET0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD675645(NAD 83)
 ET0012_MARKER: P = PIPE CAP
 ET0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0012_STAMPING: 4495 PRSCT
 ET0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0012
 ET0012  HISTORY     - Date     Condition        Report By
 ET0012  HISTORY     - UNK      MONUMENTED       USGS
 ET0012  HISTORY     - 1933     GOOD             NGS
 ET0012
 ET0012                          STATION DESCRIPTION
 ET0012
 ET0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0012'7.4 MI S FROM DRAKE.
 ET0012'ABOUT 7.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0012'FROM DRAKE, YAVAPAI COUNTY, ABOUT 1.0 MILE NORTH OF ABRA SIDING, EAST
 ET0012'OF THE VALLEY VISTA SERVICE STATION ON U.S. HIGHWAY 89 ABOUT 7.1 MILES
 ET0012'SOUTH OF THE JUNCTION OF THE ROAD TO DRAKE, ABOUT 0.6 MILE SOUTHWEST
 ET0012'OF MILEPOST 28, 0.2 MILE NORTHEAST OF AN OIL DERRICK, ABOUT 115 FEET
 ET0012'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND AT THE SOUTH EDGE OF A
 ET0012'WAGON ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 ET0012'4495 PRSCT AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 ET0012'ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1534 ***********************************************************************
 DV1534  DESIGNATION -  45 A
 DV1534  PID         -  DV1534
 DV1534  STATE/COUNTY-  AZ/MARICOPA
 DV1534  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1534
 DV1534                         *CURRENT SURVEY CONTROL
 DV1534  ___________________________________________________________________
 DV1534* NAD 83(1986)-  33 33 07.     (N)    113 14 12.     (W)     SCALED    
 DV1534* NAVD 88     -       396.32   (+/-2cm)    1300.3    (feet)  VERTCON   
 DV1534  ___________________________________________________________________
 DV1534  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1534
 DV1534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1534
 DV1534.The horizontal coordinates were scaled from a topographic map and have
 DV1534.an estimated accuracy of +/- 6 seconds.
 DV1534
 DV1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1534.The vertical order pertains to the NGVD 29 superseded value.
 DV1534
 DV1534.The geoid height was determined by GEOID03.
 DV1534
 DV1534;                    North         East    Units  Estimated Accuracy
 DV1534;SPC AZ C     -   283,740.       90,780.      MT  (+/- 180 meters Scaled)
 DV1534
 DV1534                          SUPERSEDED SURVEY CONTROL
 DV1534
 DV1534  NGVD 29 (??/??/92)  395.751  (m)         1298.39   (f) ADJ UNCH    2 0
 DV1534
 DV1534.Superseded values are not recommended for survey control.
 DV1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1534.See file dsdata.txt to determine how the superseded data were derived.
 DV1534
 DV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC923147(NAD 83)
 DV1534_MARKER: DD = SURVEY DISK
 DV1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1534_STAMPING: 45 A 1962
 DV1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1534+STABILITY: SURFACE MOTION
 DV1534
 DV1534  HISTORY     - Date     Condition        Report By
 DV1534  HISTORY     - 1962     MONUMENTED       AZHD
 DV1534
 DV1534                          STATION DESCRIPTION
 DV1534
 DV1534'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1534'29.3 MI SE FROM SALOME.
 DV1534'0.6 MILE EAST-SOUTHEAST OF A Q 413 45, AN ARIZONA HIGHWAY DEPARTMENT
 DV1534'DISK STAMPED 45 A 1962, SET IN TOP OF AO CONCRETE POST FLUSH WITH THE
 DV1534'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1534'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0836 ***********************************************************************
 FQ0836  DESIGNATION -  45 BKC
 FQ0836  PID         -  FQ0836
 FQ0836  STATE/COUNTY-  AZ/COCONINO
 FQ0836  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0836
 FQ0836                         *CURRENT SURVEY CONTROL
 FQ0836  ___________________________________________________________________
 FQ0836* NAD 83(1986)-  35 33 55.     (N)    111 03 57.     (W)     SCALED    
 FQ0836* NAVD 88     -      1478.681  (meters)    4851.31   (feet)  POSTED    
 FQ0836  ___________________________________________________________________
 FQ0836  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0836  DYNAMIC HT  -        1476.790 (meters)    4845.10  (feet)  COMP
 FQ0836  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 FQ0836
 FQ0836  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0836
 FQ0836.The horizontal coordinates were scaled from a topographic map and have
 FQ0836.an estimated accuracy of +/- 6 seconds.
 FQ0836
 FQ0836.The orthometric height was determined by differential leveling
 FQ0836.and adjusted by the National Geodetic Survey in 1992..
 FQ0836.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0836.rate of 0.0 thru 1.0 mm/km.
 FQ0836
 FQ0836.The geoid height was determined by GEOID03.
 FQ0836
 FQ0836.The dynamic height is computed by dividing the NAVD 88
 FQ0836.geopotential number by the normal gravity value computed on the
 FQ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0836.degrees latitude (g = 980.6199 gals.).
 FQ0836
 FQ0836.The modeled gravity was interpolated from observed gravity values.
 FQ0836
 FQ0836;                    North         East    Units  Estimated Accuracy
 FQ0836;SPC AZ C     -   506,620.      290,490.      MT  (+/- 180 meters Scaled)
 FQ0836
 FQ0836                          SUPERSEDED SURVEY CONTROL
 FQ0836
 FQ0836.No superseded survey control is available for this station.
 FQ0836
 FQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE940357(NAD 83)
 FQ0836_MARKER: DB = BENCH MARK DISK
 FQ0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0836_SP_SET: COPPER-CLAD STEEL ROD
 FQ0836_STAMPING: 45 BKC 1986
 FQ0836_MARK LOGO: USGS  
 FQ0836_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0836+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0836
 FQ0836  HISTORY     - Date     Condition        Report By
 FQ0836  HISTORY     - 1968     MONUMENTED       USGS
 FQ0836
 FQ0836                          STATION DESCRIPTION
 FQ0836
 FQ0836'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0836'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0836'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0836'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0836'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0836'THENCE 5.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A GROUP
 FQ0836'OF HOUSES, 57 FEET SOUTH OF THE ROAD, 1.5 FEET NORTHWEST OF A WITNESS
 FQ0836'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0836'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0772 ***********************************************************************
 DA0772  DESIGNATION -  45 GWM
 DA0772  PID         -  DA0772
 DA0772  STATE/COUNTY-  AZ/MARICOPA
 DA0772  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0772
 DA0772                         *CURRENT SURVEY CONTROL
 DA0772  ___________________________________________________________________
 DA0772* NAD 83(1986)-  32 43 21.     (N)    113 17 05.     (W)     SCALED    
 DA0772* NAVD 88     -       191.73   (+/-2cm)     629.0    (feet)  VERTCON   
 DA0772  ___________________________________________________________________
 DA0772  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0772
 DA0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0772
 DA0772.The horizontal coordinates were scaled from a topographic map and have
 DA0772.an estimated accuracy of +/- 6 seconds.
 DA0772
 DA0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0772.The vertical order pertains to the NGVD 29 superseded value.
 DA0772
 DA0772.The geoid height was determined by GEOID03.
 DA0772
 DA0772;                    North         East    Units  Estimated Accuracy
 DA0772;SPC AZ C     -   191,810.       85,120.      MT  (+/- 180 meters Scaled)
 DA0772
 DA0772                          SUPERSEDED SURVEY CONTROL
 DA0772
 DA0772  NGVD 29 (??/??/92)  191.136  (m)          627.09   (f) ADJ UNCH    2 0
 DA0772
 DA0772.Superseded values are not recommended for survey control.
 DA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0772.See file dsdata.txt to determine how the superseded data were derived.
 DA0772
 DA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB858228(NAD 83)
 DA0772_MARKER: DD = SURVEY DISK
 DA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0772_STAMPING: 45 GWM 627 1948
 DA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0772+STABILITY: SURFACE MOTION
 DA0772
 DA0772  HISTORY     - Date     Condition        Report By
 DA0772  HISTORY     - 1948     MONUMENTED       USGS
 DA0772  HISTORY     - 1962     GOOD             NGS
 DA0772
 DA0772                          STATION DESCRIPTION
 DA0772
 DA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0772'12.95 MI SSW FROM SENTINEL.
 DA0772'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0772'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0772'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 2.1
 DA0772'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.2 MILES WEST AND 2.1 MILES SOUTH
 DA0772'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0772'IS NUMBERED 20, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 DA0772'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DA0772'THE TOP OF A CONCRETE POST USING AN 8-INCH TILE FOR A FORM WHICH
 DA0772'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0637 ***********************************************************************
 FP0637  DESIGNATION -  45 HLS
 FP0637  PID         -  FP0637
 FP0637  STATE/COUNTY-  AZ/APACHE
 FP0637  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0637
 FP0637                         *CURRENT SURVEY CONTROL
 FP0637  ___________________________________________________________________
 FP0637* NAD 83(1986)-  35 34 46.     (N)    109 32 08.     (W)     SCALED    
 FP0637* NAVD 88     -      2108.326  (meters)    6917.07   (feet)  ADJUSTED  
 FP0637  ___________________________________________________________________
 FP0637  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FP0637  DYNAMIC HT  -        2105.376 (meters)    6907.39  (feet)  COMP
 FP0637  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 FP0637
 FP0637  VERT ORDER  -  SECOND    CLASS II
 FP0637
 FP0637.The horizontal coordinates were scaled from a topographic map and have
 FP0637.an estimated accuracy of +/- 6 seconds.
 FP0637
 FP0637.The orthometric height was determined by differential leveling
 FP0637.and adjusted by the National Geodetic Survey in June 1991..
 FP0637
 FP0637.The geoid height was determined by GEOID03.
 FP0637
 FP0637.The dynamic height is computed by dividing the NAVD 88
 FP0637.geopotential number by the normal gravity value computed on the
 FP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0637.degrees latitude (g = 980.6199 gals.).
 FP0637
 FP0637.The modeled gravity was interpolated from observed gravity values.
 FP0637
 FP0637;                    North         East    Units  Estimated Accuracy
 FP0637;SPC AZ E     -   508,040.      270,560.      MT  (+/- 180 meters Scaled)
 FP0637
 FP0637                          SUPERSEDED SURVEY CONTROL
 FP0637
 FP0637  NGVD 29 (??/??/92) 2107.27   (m)         6913.6    (f) COMPUTED    2 2
 FP0637
 FP0637.Superseded values are not recommended for survey control.
 FP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0637.See file dsdata.txt to determine how the superseded data were derived.
 FP0637
 FP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE326382(NAD 83)
 FP0637_MARKER: DB = BENCH MARK DISK
 FP0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0637_SP_SET: COPPER-CLAD STEEL ROD
 FP0637_STAMPING: 45 HLS 1970 6914
 FP0637_MARK LOGO: USGS  
 FP0637_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0637+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0637
 FP0637  HISTORY     - Date     Condition        Report By
 FP0637  HISTORY     - 1970     MONUMENTED       USGS
 FP0637
 FP0637                          STATION DESCRIPTION
 FP0637
 FP0637'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0637'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0637'OFFICE AT GANADO, ARIZONA), PROCEED 5.5 MILES NORTH ALONG STATE
 FP0637'HIGHWAY 63 TO THE JUNCTION OF A CROSSROAD, 173 FEET NORTH OF THE
 FP0637'CROSSROAD, 58 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0637'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0637'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0303 ***********************************************************************
 CZ0303  DESIGNATION -  4502
 CZ0303  PID         -  CZ0303
 CZ0303  STATE/COUNTY-  AZ/PINAL
 CZ0303  USGS QUAD   -  ORACLE (1988)
 CZ0303
 CZ0303                         *CURRENT SURVEY CONTROL
 CZ0303  ___________________________________________________________________
 CZ0303* NAD 83(1986)-  32 36 40.     (N)    110 46 16.     (W)     SCALED    
 CZ0303* NAVD 88     -      1376.46   (+/-2cm)    4515.9    (feet)  VERTCON   
 CZ0303  ___________________________________________________________________
 CZ0303  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CZ0303
 CZ0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0303
 CZ0303.The horizontal coordinates were scaled from a topographic map and have
 CZ0303.an estimated accuracy of +/- 6 seconds.
 CZ0303
 CZ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0303.The vertical order pertains to the NGVD 29 superseded value.
 CZ0303
 CZ0303.The geoid height was determined by GEOID03.
 CZ0303
 CZ0303;                    North         East    Units  Estimated Accuracy
 CZ0303;SPC AZ C     -   179,210.      320,880.      MT  (+/- 180 meters Scaled)
 CZ0303
 CZ0303                          SUPERSEDED SURVEY CONTROL
 CZ0303
 CZ0303  NGVD 29 (??/??/92) 1375.692  (m)         4513.42   (f) ADJ UNCH    2 0
 CZ0303
 CZ0303.Superseded values are not recommended for survey control.
 CZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0303.See file dsdata.txt to determine how the superseded data were derived.
 CZ0303
 CZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB214081(NAD 83)
 CZ0303_MARKER: P = PIPE CAP
 CZ0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0303_STAMPING: 4502 NOGLS
 CZ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0303
 CZ0303  HISTORY     - Date     Condition        Report By
 CZ0303  HISTORY     - UNK      MONUMENTED       USGS
 CZ0303  HISTORY     - 1934     GOOD             NGS
 CZ0303
 CZ0303                          STATION DESCRIPTION
 CZ0303
 CZ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0303'IN ORACLE.
 CZ0303'AT ORACLE, PINAL COUNTY, AT THE POST OFFICE, 25 FEET NORTHWEST OF THE
 CZ0303'NORTHWEST CORNER, AND 6 FEET NORTH OF A POLE.  A UNITED STATES
 CZ0303'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4502 NOGLS AND RIVETED ON THE
 CZ0303'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0502 ***********************************************************************
 ES0502  DESIGNATION -  4506.0
 ES0502  PID         -  ES0502
 ES0502  STATE/COUNTY-  AZ/COCONINO
 ES0502  USGS QUAD   -  MUNDS PARK (1974)
 ES0502
 ES0502                         *CURRENT SURVEY CONTROL
 ES0502  ___________________________________________________________________
 ES0502* NAD 83(1986)-  34 54 11.     (N)    111 43 44.     (W)     SCALED    
 ES0502* NAVD 88     -      1374.53   (+/-2cm)    4509.6    (feet)  VERTCON   
 ES0502  ___________________________________________________________________
 ES0502  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0502
 ES0502  VERT ORDER  -  ? (See Below)
 ES0502
 ES0502.The horizontal coordinates were scaled from a topographic map and have
 ES0502.an estimated accuracy of +/- 6 seconds.
 ES0502
 ES0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0502.The vertical order pertains to the NGVD 29 superseded value.
 ES0502
 ES0502.The geoid height was determined by GEOID03.
 ES0502
 ES0502;                    North         East    Units  Estimated Accuracy
 ES0502;SPC AZ C     -   432,840.      230,520.      MT  (+/- 180 meters Scaled)
 ES0502
 ES0502                          SUPERSEDED SURVEY CONTROL
 ES0502
 ES0502  NGVD 29 (??/??/92) 1373.680  (m)         4506.82   (f) ADJ UNCH    ?  
 ES0502
 ES0502.Superseded values are not recommended for survey control.
 ES0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0502.See file dsdata.txt to determine how the superseded data were derived.
 ES0502
 ES0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334625(NAD 83)
 ES0502_MARKER: O = CHISELED CIRCLE
 ES0502_SETTING: 66 = SET IN ROCK OUTCROP
 ES0502_SP_SET: ROCK LEDGE
 ES0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0502+STABILITY: POSITION/ELEVATION WELL
 ES0502
 ES0502  HISTORY     - Date     Condition        Report By
 ES0502  HISTORY     - UNK      MONUMENTED       USGS
 ES0502  HISTORY     - 1933     GOOD             NGS
 ES0502
 ES0502                          STATION DESCRIPTION
 ES0502
 ES0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0502'4.0 MI N FROM SEDONA.
 ES0502'AT SIDE OF HIGHWAY, AT SOUTHWEST END OF CUT, 30 FEET NORTHWEST OF
 ES0502'HIGHWAY CENTER-LINE, ON TOP OF LEDGE OF ROCK PAINTED WHITE U.S.B.M.
 ES0502'4506.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0026 ***********************************************************************
 ET0026  DESIGNATION -  4507
 ET0026  PID         -  ET0026
 ET0026  STATE/COUNTY-  AZ/YAVAPAI
 ET0026  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0026
 ET0026                         *CURRENT SURVEY CONTROL
 ET0026  ___________________________________________________________________
 ET0026* NAD 83(1986)-  34 48 37.     (N)    112 26 24.     (W)     SCALED    
 ET0026* NAVD 88     -      1376.822  (meters)    4517.12   (feet)  POSTED    
 ET0026  ___________________________________________________________________
 ET0026  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ET0026  DYNAMIC HT  -        1375.030 (meters)    4511.24  (feet)  COMP
 ET0026  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 ET0026
 ET0026  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0026
 ET0026.The horizontal coordinates were scaled from a topographic map and have
 ET0026.an estimated accuracy of +/- 6 seconds.
 ET0026
 ET0026.The orthometric height was determined by differential leveling
 ET0026.and adjusted by the National Geodetic Survey in November 2005..
 ET0026.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0026.rate of 2.1 thru 3.0 mm/km.
 ET0026
 ET0026.The geoid height was determined by GEOID03.
 ET0026
 ET0026.The dynamic height is computed by dividing the NAVD 88
 ET0026.geopotential number by the normal gravity value computed on the
 ET0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0026.degrees latitude (g = 980.6199 gals.).
 ET0026
 ET0026.The modeled gravity was interpolated from observed gravity values.
 ET0026
 ET0026;                    North         East    Units  Estimated Accuracy
 ET0026;SPC AZ C     -   422,650.      165,480.      MT  (+/- 180 meters Scaled)
 ET0026
 ET0026                          SUPERSEDED SURVEY CONTROL
 ET0026
 ET0026  NGVD 29 (??/??/92) 1376.066  (m)         4514.64   (f) ADJ UNCH    1 2
 ET0026
 ET0026.Superseded values are not recommended for survey control.
 ET0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0026.See file dsdata.txt to determine how the superseded data were derived.
 ET0026
 ET0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD682529(NAD 83)
 ET0026_MARKER: P = PIPE CAP
 ET0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0026
 ET0026  HISTORY     - Date     Condition        Report By
 ET0026  HISTORY     - UNK      MONUMENTED       USGS
 ET0026  HISTORY     - 1933     GOOD             NGS
 ET0026
 ET0026                          STATION DESCRIPTION
 ET0026
 ET0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0026'15.3 MI S FROM CEDAR GLADE.
 ET0026'IRON POST, AT SIDE OF A. T. AND S. F. RY., 1.3 MILES SOUTH OF PURO
 ET0026'SIDING, 0.3 MILES SOUTH OF MILEPOST 36, 110 FEET WEST OF RAILROAD
 ET0026'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1105 ***********************************************************************
 DA1105  DESIGNATION -  452.14
 DA1105  PID         -  DA1105
 DA1105  STATE/COUNTY-  AZ/YUMA
 DA1105  USGS QUAD   -  DATELAND (1982)
 DA1105
 DA1105                         *CURRENT SURVEY CONTROL
 DA1105  ___________________________________________________________________
 DA1105* NAD 83(1986)-  32 48 18.     (N)    113 31 54.     (W)     SCALED    
 DA1105* NAVD 88     -       138.45   (+/-2cm)     454.2    (feet)  VERTCON   
 DA1105  ___________________________________________________________________
 DA1105  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DA1105
 DA1105  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1105
 DA1105.The horizontal coordinates were scaled from a topographic map and have
 DA1105.an estimated accuracy of +/- 6 seconds.
 DA1105
 DA1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1105.The vertical order pertains to the NGVD 29 superseded value.
 DA1105
 DA1105.The geoid height was determined by GEOID03.
 DA1105
 DA1105;                    North         East    Units  Estimated Accuracy
 DA1105;SPC AZ W     -   200,160.      233,810.      MT  (+/- 180 meters Scaled)
 DA1105
 DA1105                          SUPERSEDED SURVEY CONTROL
 DA1105
 DA1105  NGVD 29 (??/??/92)  137.885  (m)          452.38   (f) ADJ UNCH    1 2
 DA1105
 DA1105.Superseded values are not recommended for survey control.
 DA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1105.See file dsdata.txt to determine how the superseded data were derived.
 DA1105
 DA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB629325(NAD 83)
 DA1105_MARKER: DD = SURVEY DISK
 DA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1105+STABILITY: SURFACE MOTION
 DA1105
 DA1105  HISTORY     - Date     Condition        Report By
 DA1105  HISTORY     - UNK      MONUMENTED       USE
 DA1105  HISTORY     - 1952     GOOD             NGS
 DA1105  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA1105
 DA1105                          STATION DESCRIPTION
 DA1105
 DA1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1105'IN DATELAND AIRPORT.
 DA1105'AT DATELAND AIRPORT, ON THE SOUTHWEST SIDE OF THE WATER TOWER, 17 FEET
 DA1105'NORTHEAST OF THE SOUTH LEG, 17 FEET SOUTHWEST OF THE EAST LEG, AND 5.1
 DA1105'FEET SOUTHEAST OF THE CENTER LEG OF THE TOWER.  AN IRON PLUG, SET IN
 DA1105'THE TOP OF A CONCRETE POST WITH THE PAINTED INSCRIPTION BM ELEV 452
 DA1105'452.14 AND FLUSH WITH THE GROUND.
 DA1105
 DA1105                          STATION RECOVERY (1963)
 DA1105
 DA1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0517 ***********************************************************************
 CZ0517  DESIGNATION -  45+21.7
 CZ0517  PID         -  CZ0517
 CZ0517  STATE/COUNTY-  AZ/PIMA
 CZ0517  USGS QUAD   -  MARANA (1992)
 CZ0517
 CZ0517                         *CURRENT SURVEY CONTROL
 CZ0517  ___________________________________________________________________
 CZ0517* NAD 83(1986)-  32 24 43.     (N)    111 08 45.     (W)     SCALED    
 CZ0517* NAVD 88     -       629.707  (meters)    2065.96   (feet)  ADJUSTED  
 CZ0517  ___________________________________________________________________
 CZ0517  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0517  DYNAMIC HT  -         628.874 (meters)    2063.23  (feet)  COMP
 CZ0517  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 CZ0517
 CZ0517  VERT ORDER  -  FIRST     CLASS II
 CZ0517
 CZ0517.The horizontal coordinates were scaled from a topographic map and have
 CZ0517.an estimated accuracy of +/- 6 seconds.
 CZ0517
 CZ0517.The orthometric height was determined by differential leveling
 CZ0517.and adjusted by the National Geodetic Survey in June 1991..
 CZ0517
 CZ0517.The geoid height was determined by GEOID03.
 CZ0517
 CZ0517.The dynamic height is computed by dividing the NAVD 88
 CZ0517.geopotential number by the normal gravity value computed on the
 CZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0517.degrees latitude (g = 980.6199 gals.).
 CZ0517
 CZ0517.The modeled gravity was interpolated from observed gravity values.
 CZ0517
 CZ0517;                    North         East    Units  Estimated Accuracy
 CZ0517;SPC AZ C     -   156,810.      285,870.      MT  (+/- 180 meters Scaled)
 CZ0517
 CZ0517                          SUPERSEDED SURVEY CONTROL
 CZ0517
 CZ0517  NGVD 29 (??/??/92)  629.081  (m)         2063.91   (f) ADJ UNCH    1 2
 CZ0517
 CZ0517.Superseded values are not recommended for survey control.
 CZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0517.See file dsdata.txt to determine how the superseded data were derived.
 CZ0517
 CZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA862861(NAD 83)
 CZ0517_MARKER: DD = SURVEY DISK
 CZ0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0517_SP_SET: CURB
 CZ0517_STAMPING: 2064.31 45+21.7
 CZ0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0517
 CZ0517  HISTORY     - Date     Condition        Report By
 CZ0517  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0517  HISTORY     - 1951     GOOD             NGS
 CZ0517  HISTORY     - 1960     GOOD             NGS
 CZ0517  HISTORY     - 1980     GOOD             NGS
 CZ0517
 CZ0517                          STATION DESCRIPTION
 CZ0517
 CZ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0517'0.3 MI SE FROM RILLITO.
 CZ0517'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0517'RAILROAD FROM THE RAILROAD STATION AT RILLITO, AT MILE POLE 967, IN
 CZ0517'THE TOP AND IN THE APPROXIMATE CENTER OF A NORTHEAST CURBING OF THE
 CZ0517'HIGHWAY BRIDGE, 69.2 FEET SOUTHEAST OF TELEGRAPH POLE 11525, 16 1/2
 CZ0517'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND HIGHWAY
 CZ0517'TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0517
 CZ0517                          STATION RECOVERY (1960)
 CZ0517
 CZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0517'RECOVERED IN GOOD CONDITION.
 CZ0517
 CZ0517                          STATION RECOVERY (1980)
 CZ0517
 CZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0517'27.2 KILOMETERS (16.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0517'RAILROAD FROM THE STATION AT TUCSON, AT MILE POST 967, IN THE TOP
 CZ0517'AND CENTER OF THE NORTHEAST HEADWALL OF A 3-CHANNEL BOX CULVERT
 CZ0517'UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 64.6 METERS (212
 CZ0517'FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 6.8 METERS
 CZ0517'(22.3 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 CZ0517'4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0517'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0787 ***********************************************************************
 DV0787  DESIGNATION -  452+32.92
 DV0787  PID         -  DV0787
 DV0787  STATE/COUNTY-  AZ/MARICOPA
 DV0787  USGS QUAD   -  ARLINGTON (1984)
 DV0787
 DV0787                         *CURRENT SURVEY CONTROL
 DV0787  ___________________________________________________________________
 DV0787* NAD 83(1986)-  33 19 30.     (N)    112 45 54.     (W)     SCALED    
 DV0787* NAVD 88     -       245.641  (meters)     805.91   (feet)  ADJUSTED  
 DV0787  ___________________________________________________________________
 DV0787  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV0787  DYNAMIC HT  -         245.358 (meters)     804.98  (feet)  COMP
 DV0787  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 DV0787
 DV0787  VERT ORDER  -  FIRST     CLASS II
 DV0787
 DV0787.The horizontal coordinates were scaled from a topographic map and have
 DV0787.an estimated accuracy of +/- 6 seconds.
 DV0787
 DV0787.The orthometric height was determined by differential leveling
 DV0787.and adjusted by the National Geodetic Survey in June 1991..
 DV0787
 DV0787.The geoid height was determined by GEOID03.
 DV0787
 DV0787.The dynamic height is computed by dividing the NAVD 88
 DV0787.geopotential number by the normal gravity value computed on the
 DV0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0787.degrees latitude (g = 980.6199 gals.).
 DV0787
 DV0787.The modeled gravity was interpolated from observed gravity values.
 DV0787
 DV0787;                    North         East    Units  Estimated Accuracy
 DV0787;SPC AZ C     -   258,110.      134,380.      MT  (+/- 180 meters Scaled)
 DV0787
 DV0787                          SUPERSEDED SURVEY CONTROL
 DV0787
 DV0787  NGVD 29 (??/??/92)  245.001  (m)          803.81   (f) ADJ UNCH    1 2
 DV0787
 DV0787.Superseded values are not recommended for survey control.
 DV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0787.See file dsdata.txt to determine how the superseded data were derived.
 DV0787
 DV0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB357887(NAD 83)
 DV0787_MARKER: DD = SURVEY DISK
 DV0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0787_SP_SET: CULVERT
 DV0787_STAMPING: 452+32.92 804.01 34
 DV0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0787+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0787
 DV0787  HISTORY     - Date     Condition        Report By
 DV0787  HISTORY     - UNK      MONUMENTED       AZHD
 DV0787  HISTORY     - 1967     GOOD             NGS
 DV0787  HISTORY     - 1981     GOOD             NGS
 DV0787  HISTORY     - 20060128 GOOD             USPSQD
 DV0787  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 DV0787
 DV0787                          STATION DESCRIPTION
 DV0787
 DV0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0787'0.1 MI SW FROM ARLINGTON.
 DV0787'0.1 MILE SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0787'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0787'21, T 1 S, R 5 W, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DV0787'SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A
 DV0787'6-CHANNEL CONCRETE CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0787'HIGHWAY.
 DV0787
 DV0787                          STATION RECOVERY (1981)
 DV0787
 DV0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0787'RECOVERED IN GOOD CONDITION.
 DV0787
 DV0787                          STATION RECOVERY (2006)
 DV0787
 DV0787'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0787'RECOVERED AS DESCRIBED.
 DV0787
 DV0787                          STATION RECOVERY (2006)
 DV0787
 DV0787'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0787'MARK NOT FOUND. NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0166 ***********************************************************************
 CG0166  DESIGNATION -  4526
 CG0166  PID         -  CG0166
 CG0166  STATE/COUNTY-  AZ/COCHISE
 CG0166  USGS QUAD   -  TOMBSTONE (1978)
 CG0166
 CG0166                         *CURRENT SURVEY CONTROL
 CG0166  ___________________________________________________________________
 CG0166* NAD 83(1986)-  31 42 43.     (N)    110 04 07.     (W)     SCALED    
 CG0166* NAVD 88     -      1384.28   (+/-2cm)    4541.6    (feet)  VERTCON   
 CG0166  ___________________________________________________________________
 CG0166  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CG0166
 CG0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0166
 CG0166.The horizontal coordinates were scaled from a topographic map and have
 CG0166.an estimated accuracy of +/- 6 seconds.
 CG0166
 CG0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0166.The vertical order pertains to the NGVD 29 superseded value.
 CG0166
 CG0166.The geoid height was determined by GEOID03.
 CG0166
 CG0166;                    North         East    Units  Estimated Accuracy
 CG0166;SPC AZ E     -    78,930.      222,650.      MT  (+/- 180 meters Scaled)
 CG0166
 CG0166                          SUPERSEDED SURVEY CONTROL
 CG0166
 CG0166  NGVD 29 (??/??/92) 1383.431  (m)         4538.81   (f) ADJ UNCH    2 0
 CG0166
 CG0166.Superseded values are not recommended for survey control.
 CG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0166.See file dsdata.txt to determine how the superseded data were derived.
 CG0166
 CG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA882088(NAD 83)
 CG0166_MARKER: DD = SURVEY DISK
 CG0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0166_SP_SET: BUILDING
 CG0166_STAMPING: 4526 NOGLS
 CG0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG0166+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CG0166
 CG0166  HISTORY     - Date     Condition        Report By
 CG0166  HISTORY     - UNK      MONUMENTED       USGS
 CG0166  HISTORY     - 1935     GOOD             NGS
 CG0166  HISTORY     - 20010418 GOOD             NGS
 CG0166  HISTORY     - 20060506 GOOD             NGS
 CG0166
 CG0166                          STATION DESCRIPTION
 CG0166
 CG0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0166'IN TOMBSTONE.
 CG0166'AT TOMBSTONE, COCHISE COUNTY, AT THE OLD COURTHOUSE BUILDING, IN THE
 CG0166'NORTH WALL, 8 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, AND 3 FEET
 CG0166'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CG0166'STAMPED 4526 NOGLS AND SET VERTICALLY.
 CG0166
 CG0166                          STATION RECOVERY (2001)
 CG0166
 CG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0166'RECOVERED IN GOOD CONDITION.
 CG0166
 CG0166                          STATION RECOVERY (2006)
 CG0166
 CG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CG0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0544 ***********************************************************************
 ET0544  DESIGNATION -  4542 PRESCT
 ET0544  PID         -  ET0544
 ET0544  STATE/COUNTY-  AZ/YAVAPAI
 ET0544  USGS QUAD   -  SIMMONS (1979)
 ET0544
 ET0544                         *CURRENT SURVEY CONTROL
 ET0544  ___________________________________________________________________
 ET0544* NAD 83(1986)-  34 48 57.     (N)    112 38 00.     (W)     SCALED    
 ET0544* NAVD 88     -      1387.413  (meters)    4551.87   (feet)  POSTED    
 ET0544  ___________________________________________________________________
 ET0544  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0544  DYNAMIC HT  -        1385.600 (meters)    4545.92  (feet)  COMP
 ET0544  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 ET0544
 ET0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0544
 ET0544.The horizontal coordinates were scaled from a topographic map and have
 ET0544.an estimated accuracy of +/- 6 seconds.
 ET0544
 ET0544.The orthometric height was determined by differential leveling
 ET0544.and adjusted by the National Geodetic Survey in November 2005..
 ET0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0544.rate of 0.0 thru 1.0 mm/km.
 ET0544
 ET0544.The geoid height was determined by GEOID03.
 ET0544
 ET0544.The dynamic height is computed by dividing the NAVD 88
 ET0544.geopotential number by the normal gravity value computed on the
 ET0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0544.degrees latitude (g = 980.6199 gals.).
 ET0544
 ET0544.The modeled gravity was interpolated from observed gravity values.
 ET0544
 ET0544;                    North         East    Units  Estimated Accuracy
 ET0544;SPC AZ C     -   423,380.      147,800.      MT  (+/- 180 meters Scaled)
 ET0544
 ET0544                          SUPERSEDED SURVEY CONTROL
 ET0544
 ET0544  NGVD 29 (??/??/92) 1386.612  (m)         4549.24   (f) ADJ UNCH    2 0
 ET0544
 ET0544.Superseded values are not recommended for survey control.
 ET0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0544.See file dsdata.txt to determine how the superseded data were derived.
 ET0544
 ET0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD506538(NAD 83)
 ET0544_MARKER: P = PIPE CAP
 ET0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0544_STAMPING: 4542 PRESCT
 ET0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0544
 ET0544  HISTORY     - Date     Condition        Report By
 ET0544  HISTORY     - UNK      MONUMENTED       USGS
 ET0544  HISTORY     - 1941     GOOD             NGS
 ET0544
 ET0544                          STATION DESCRIPTION
 ET0544
 ET0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0544'IN SIMMONS.
 ET0544'TO REACH FROM THE CONCRETE BRIDGE OVER HITT WASH AT SIMMONS-- GO 0.1
 ET0544'MILE SOUTH ACROSS A MEADOW FROM THE EAST END OF BRIDGE, 79.0 FEET EAST
 ET0544'OF THE EAST END OF AN OLD CONCRETE SLAB ACROSS THE WASH AND 57.0 FEET
 ET0544'WEST OF THE MOST WESTERLY ONE OF A GROUP OF COTTONWOOD TREES. IT IS
 ET0544'33.0 FEET SOUTH OF AND ABOUT 1.5 FEET ABOVE THE OLD ROAD AND 2.7 FEET
 ET0544'WEST OF A 4X4-INCH WOODEN MARKER POST PROJECTING 1.8 FEET. NOTE-- THE
 ET0544'IRON PIPE IS BENT OVER AT ABOUT A FORTY-FIVE DEGREE ANGLE. THE RODS
 ET0544'WERE HELD ON THE HIGHEST POINT OF THE BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1104 ***********************************************************************
 DA1104  DESIGNATION -  454.44
 DA1104  PID         -  DA1104
 DA1104  STATE/COUNTY-  AZ/YUMA
 DA1104  USGS QUAD   -  DATELAND (1982)
 DA1104
 DA1104                         *CURRENT SURVEY CONTROL
 DA1104  ___________________________________________________________________
 DA1104* NAD 83(1986)-  32 48 17.     (N)    113 31 35.     (W)     SCALED    
 DA1104* NAVD 88     -       139.15   (+/-2cm)     456.5    (feet)  VERTCON   
 DA1104  ___________________________________________________________________
 DA1104  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1104
 DA1104  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1104
 DA1104.The horizontal coordinates were scaled from a topographic map and have
 DA1104.an estimated accuracy of +/- 6 seconds.
 DA1104
 DA1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1104.The vertical order pertains to the NGVD 29 superseded value.
 DA1104
 DA1104.The geoid height was determined by GEOID03.
 DA1104
 DA1104;                    North         East    Units  Estimated Accuracy
 DA1104;SPC AZ W     -   200,130.      234,300.      MT  (+/- 180 meters Scaled)
 DA1104
 DA1104                          SUPERSEDED SURVEY CONTROL
 DA1104
 DA1104  NGVD 29 (??/??/92)  138.585  (m)          454.67   (f) ADJ UNCH    1 2
 DA1104
 DA1104.Superseded values are not recommended for survey control.
 DA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1104.See file dsdata.txt to determine how the superseded data were derived.
 DA1104
 DA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB634324(NAD 83)
 DA1104_MARKER: B = BOLT
 DA1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1104_SP_SET: /CONCRETE BASE
 DA1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1104
 DA1104  HISTORY     - Date     Condition        Report By
 DA1104  HISTORY     - UNK      MONUMENTED       USE
 DA1104  HISTORY     - 1952     GOOD             NGS
 DA1104  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA1104
 DA1104                          STATION DESCRIPTION
 DA1104
 DA1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1104'4.7 MI W FROM AZTEC.
 DA1104'4.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1104'WATER TANK AT AZTEC, AT DATELAND ARMY AIRFIELD, IN THE CONCRETE BASE
 DA1104'OF A FLAG POLE, 110 FEET SOUTHEAST OF THE MAIN ENTRANCE TO THE
 DA1104'HEADQUARTERS BUILDING, BM ELEV. 454.44 PAINTED IN BLACK LETTERS ON THE
 DA1104'CONCRETE BASE.
 DA1104
 DA1104                          STATION RECOVERY (1963)
 DA1104
 DA1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0115 ***********************************************************************
 ET0115  DESIGNATION -  4548
 ET0115  PID         -  ET0115
 ET0115  STATE/COUNTY-  AZ/YAVAPAI
 ET0115  USGS QUAD   -  HUMBOLDT (1973)
 ET0115
 ET0115                         *CURRENT SURVEY CONTROL
 ET0115  ___________________________________________________________________
 ET0115* NAD 83(1986)-  34 31 40.     (N)    112 14 24.     (W)     SCALED    
 ET0115* NAVD 88     -      1389.53   (+/-2cm)    4558.8    (feet)  VERTCON   
 ET0115  ___________________________________________________________________
 ET0115  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0115
 ET0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0115
 ET0115.The horizontal coordinates were scaled from a topographic map and have
 ET0115.an estimated accuracy of +/- 6 seconds.
 ET0115
 ET0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0115.The vertical order pertains to the NGVD 29 superseded value.
 ET0115
 ET0115.The geoid height was determined by GEOID03.
 ET0115
 ET0115;                    North         East    Units  Estimated Accuracy
 ET0115;SPC AZ C     -   391,240.      183,680.      MT  (+/- 180 meters Scaled)
 ET0115
 ET0115                          SUPERSEDED SURVEY CONTROL
 ET0115
 ET0115  NGVD 29 (??/??/92) 1388.728  (m)         4556.19   (f) ADJ UNCH    2 0
 ET0115
 ET0115.Superseded values are not recommended for survey control.
 ET0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0115.See file dsdata.txt to determine how the superseded data were derived.
 ET0115
 ET0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD861213(NAD 83)
 ET0115_MARKER: P = PIPE CAP
 ET0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0115_STAMPING: 4548 PRSCT
 ET0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0115+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0115
 ET0115  HISTORY     - Date     Condition        Report By
 ET0115  HISTORY     - UNK      MONUMENTED       USGS
 ET0115  HISTORY     - 1935     GOOD             NGS
 ET0115  HISTORY     - 20040821 GOOD             USPSQD
 ET0115
 ET0115                          STATION DESCRIPTION
 ET0115
 ET0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0115'IN DEWEY.
 ET0115'AT DEWEY, YAVAPAI COUNTY, ON STATE HIGHWAY 69, 0.2 MILE SOUTH OF THE
 ET0115'POST OFFICE, ABOUT 650 FEET SOUTH AND 200 FEET EAST OF THE JUNCTION OF
 ET0115'A ROAD LEADING EAST TO CHERRY, INSIDE THE FENCE OF A YARD AROUND A
 ET0115'SMALL HOUSE, AND 48 FEET WEST OF THE HOUSE.  A UNITED STATES
 ET0115'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4548 PRSCT AND RIVETED ON THE
 ET0115'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 ET0115
 ET0115                          STATION RECOVERY (2004)
 ET0115
 ET0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0115'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0261 ***********************************************************************
 GP0261  DESIGNATION -  4550.35
 GP0261  PID         -  GP0261
 GP0261  STATE/COUNTY-  AZ/COCONINO
 GP0261  USGS QUAD   -  EMMETT WASH (1985)
 GP0261
 GP0261                         *CURRENT SURVEY CONTROL
 GP0261  ___________________________________________________________________
 GP0261* NAD 83(1986)-  36 41 57.     (N)    111 48 03.     (W)     SCALED    
 GP0261* NAVD 88     -      1384.303  (meters)    4541.67   (feet)  POSTED    
 GP0261  ___________________________________________________________________
 GP0261  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0261  DYNAMIC HT  -        1382.680 (meters)    4536.34  (feet)  COMP
 GP0261  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 GP0261
 GP0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0261
 GP0261.The horizontal coordinates were scaled from a topographic map and have
 GP0261.an estimated accuracy of +/- 6 seconds.
 GP0261
 GP0261.The orthometric height was determined by differential leveling
 GP0261.and adjusted by the National Geodetic Survey in 1992..
 GP0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0261.rate of 0.0 thru 1.0 mm/km.
 GP0261
 GP0261.The geoid height was determined by GEOID03.
 GP0261
 GP0261.The dynamic height is computed by dividing the NAVD 88
 GP0261.geopotential number by the normal gravity value computed on the
 GP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0261.degrees latitude (g = 980.6199 gals.).
 GP0261
 GP0261.The modeled gravity was interpolated from observed gravity values.
 GP0261
 GP0261;                    North         East    Units  Estimated Accuracy
 GP0261;SPC AZ C     -   632,100.      223,710.      MT  (+/- 180 meters Scaled)
 GP0261
 GP0261                          SUPERSEDED SURVEY CONTROL
 GP0261
 GP0261  NGVD 29 (??/??/92) 1383.375  (m)         4538.62   (f) ADJ UNCH    1 2
 GP0261
 GP0261.Superseded values are not recommended for survey control.
 GP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0261.See file dsdata.txt to determine how the superseded data were derived.
 GP0261
 GP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF284618(NAD 83)
 GP0261_MARKER: DD = SURVEY DISK
 GP0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0261_SP_SET: CULVERT
 GP0261_STAMPING: 4550.35 704+06.4 1934
 GP0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0261
 GP0261  HISTORY     - Date     Condition        Report By
 GP0261  HISTORY     - 1934     MONUMENTED       AZHD
 GP0261
 GP0261                          STATION DESCRIPTION
 GP0261
 GP0261'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0261'12.9 MI SW FROM MARBLE CANYON.
 GP0261'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0261'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 12- BY 12-FOOT
 GP0261'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 GP0261'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0261'4550.35 704+06.4 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0545 ***********************************************************************
 CZ0545  DESIGNATION -  458+01.0
 CZ0545  PID         -  CZ0545
 CZ0545  STATE/COUNTY-  AZ/PIMA
 CZ0545  USGS QUAD   -  JAYNES (1992)
 CZ0545
 CZ0545                         *CURRENT SURVEY CONTROL
 CZ0545  ___________________________________________________________________
 CZ0545* NAD 83(1986)-  32 19 43.     (N)    111 03 21.     (W)     SCALED    
 CZ0545* NAVD 88     -       677.653  (meters)    2223.27   (feet)  ADJUSTED  
 CZ0545  ___________________________________________________________________
 CZ0545  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0545  DYNAMIC HT  -         676.735 (meters)    2220.25  (feet)  COMP
 CZ0545  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 CZ0545
 CZ0545  VERT ORDER  -  FIRST     CLASS II
 CZ0545
 CZ0545.The horizontal coordinates were scaled from a topographic map and have
 CZ0545.an estimated accuracy of +/- 6 seconds.
 CZ0545
 CZ0545.The orthometric height was determined by differential leveling
 CZ0545.and adjusted by the National Geodetic Survey in June 1991..
 CZ0545
 CZ0545.The geoid height was determined by GEOID03.
 CZ0545
 CZ0545.The dynamic height is computed by dividing the NAVD 88
 CZ0545.geopotential number by the normal gravity value computed on the
 CZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0545.degrees latitude (g = 980.6199 gals.).
 CZ0545
 CZ0545.The modeled gravity was interpolated from observed gravity values.
 CZ0545
 CZ0545;                    North         East    Units  Estimated Accuracy
 CZ0545;SPC AZ C     -   147,630.      294,410.      MT  (+/- 180 meters Scaled)
 CZ0545
 CZ0545                          SUPERSEDED SURVEY CONTROL
 CZ0545
 CZ0545.No superseded survey control is available for this station.
 CZ0545
 CZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA947768(NAD 83)
 CZ0545_MARKER: DD = SURVEY DISK
 CZ0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0545_SP_SET: RAILING
 CZ0545_STAMPING: 2221.71 458+01.0 1930
 CZ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0545
 CZ0545  HISTORY     - Date     Condition        Report By
 CZ0545  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0545  HISTORY     - 1980     GOOD             NGS
 CZ0545  HISTORY     - 19970309 GOOD             USPSQD
 CZ0545  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0545
 CZ0545                          STATION DESCRIPTION
 CZ0545
 CZ0545'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1930
 CZ0545'2.7 MI SE FROM CORTARO.
 CZ0545'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0545'CO. RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, PIMA
 CZ0545'COUNTY, 2.6 MILES NORTHWEST OF THE STATION AT JAYNES, AT A HIGHWAY
 CZ0545'BRIDGE OVER CANON DEL ORO, IN THE CENTER OF THE TOP OF THE SOUTHWEST
 CZ0545'CONCRETE RAILING, 10.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0545'HIGHWAY, AND ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY.  AN ARIZONA
 CZ0545'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 2221.71 458+01.0 1930.
 CZ0545
 CZ0545                          STATION RECOVERY (1980)
 CZ0545
 CZ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0545'14.6 KILOMETERS (9.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0545'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0545'THE SOUTHWEST CONCRETE GUARD RAIL OF THE OLD U. S. HIGHWAY CONCRETE
 CZ0545'BRIDGE OVER CANADA DEL ORO, 3.2 METERS (10.5 FEET) SOUTHWEST OF THE
 CZ0545'CENTERLINE OF THE OLD HIGHWAY AND 6.4 METERS (21 FEET) SOUTHWEST
 CZ0545'OF BENCH MARK 458+01.0 RM AHD.
 CZ0545'THE MARK IS 1.1 M ABOVE THE BRIDGE FLOOR.
 CZ0545
 CZ0545                          STATION RECOVERY (1997)
 CZ0545
 CZ0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0545'RECOVERED IN GOOD CONDITION.
 CZ0545
 CZ0545                          STATION RECOVERY (2006)
 CZ0545
 CZ0545'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0545'MARK NOT FOUND.  NEW ROAD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0546 ***********************************************************************
 CZ0546  DESIGNATION -  458+01.0 RM
 CZ0546  PID         -  CZ0546
 CZ0546  STATE/COUNTY-  AZ/PIMA
 CZ0546  USGS QUAD   -  JAYNES (1992)
 CZ0546
 CZ0546                         *CURRENT SURVEY CONTROL
 CZ0546  ___________________________________________________________________
 CZ0546* NAD 83(1986)-  32 19 43.     (N)    111 03 21.     (W)     SCALED    
 CZ0546* NAVD 88     -       677.662  (meters)    2223.30   (feet)  ADJUSTED  
 CZ0546  ___________________________________________________________________
 CZ0546  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0546  DYNAMIC HT  -         676.744 (meters)    2220.28  (feet)  COMP
 CZ0546  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 CZ0546
 CZ0546  VERT ORDER  -  FIRST     CLASS II
 CZ0546
 CZ0546.The horizontal coordinates were scaled from a topographic map and have
 CZ0546.an estimated accuracy of +/- 6 seconds.
 CZ0546
 CZ0546.The orthometric height was determined by differential leveling
 CZ0546.and adjusted by the National Geodetic Survey in June 1991..
 CZ0546
 CZ0546.The geoid height was determined by GEOID03.
 CZ0546
 CZ0546.The dynamic height is computed by dividing the NAVD 88
 CZ0546.geopotential number by the normal gravity value computed on the
 CZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0546.degrees latitude (g = 980.6199 gals.).
 CZ0546
 CZ0546.The modeled gravity was interpolated from observed gravity values.
 CZ0546
 CZ0546;                    North         East    Units  Estimated Accuracy
 CZ0546;SPC AZ C     -   147,630.      294,410.      MT  (+/- 180 meters Scaled)
 CZ0546
 CZ0546                          SUPERSEDED SURVEY CONTROL
 CZ0546
 CZ0546  NGVD 29 (??/??/92)  676.989  (m)         2221.09   (f) ADJ UNCH    1 2
 CZ0546
 CZ0546.Superseded values are not recommended for survey control.
 CZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0546.See file dsdata.txt to determine how the superseded data were derived.
 CZ0546
 CZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA947768(NAD 83)
 CZ0546_MARKER: DD = SURVEY DISK
 CZ0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0546_SP_SET: BRIDGE
 CZ0546_STAMPING: 2221.71 1930 458+01.0
 CZ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0546
 CZ0546  HISTORY     - Date     Condition        Report By
 CZ0546  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0546  HISTORY     - 1951     GOOD             NGS
 CZ0546  HISTORY     - 1960     GOOD             NGS
 CZ0546  HISTORY     - 1980     GOOD             NGS
 CZ0546  HISTORY     - 19970309 GOOD             USPSQD
 CZ0546  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0546
 CZ0546                          STATION DESCRIPTION
 CZ0546
 CZ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0546'2.7 MI SE FROM CORTARO.
 CZ0546'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0546'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 2.6 MILES
 CZ0546'NORTHWEST OF THE RAILROAD STATION AT JAYNES, AT HIGHWAY BRIDGE OVER
 CZ0546'CANON DEL ORO, IN TOP OF THE CENTER OF THE NORTHEAST CONCRETE RAILING
 CZ0546'OF BRIDGE, 21.0 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK
 CZ0546'458+01.0, 10 1/2 FEET NORTHEAST OF THE HIGHWAY AND BRIDGE CENTERLINE,
 CZ0546'AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0546
 CZ0546                          STATION RECOVERY (1960)
 CZ0546
 CZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0546'RECOVERED IN GOOD CONDITION.
 CZ0546
 CZ0546                          STATION RECOVERY (1980)
 CZ0546
 CZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0546'14.6 KILOMETERS (9.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0546'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0546'NORTHEAST CONCRETE GUARD RAIL OF AN OLD U. S. HIGHWAY BRIDGE OVER
 CZ0546'CANADA DEL ORO, 3.2 METERS (10.5 FEET) NORTHEAST OF THE CENTERLINE
 CZ0546'OF THE BRIDGE.
 CZ0546'THE MARK IS 1.1 M ABOVE BRIDGE FLOOR.
 CZ0546
 CZ0546                          STATION RECOVERY (1997)
 CZ0546
 CZ0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0546'RECOVERED IN GOOD CONDITION.
 CZ0546
 CZ0546                          STATION RECOVERY (2006)
 CZ0546
 CZ0546'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0546'MARK NOT FOUND.  AREA IS FRONTAGE ROAD NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0169 ***********************************************************************
 CG0169  DESIGNATION -  4598
 CG0169  PID         -  CG0169
 CG0169  STATE/COUNTY-  AZ/COCHISE
 CG0169  USGS QUAD   -  TOMBSTONE (1978)
 CG0169
 CG0169                         *CURRENT SURVEY CONTROL
 CG0169  ___________________________________________________________________
 CG0169* NAD 83(1986)-  31 43 41.     (N)    110 01 28.     (W)     SCALED    
 CG0169* NAVD 88     -      1402.62   (+/-2cm)    4601.8    (feet)  VERTCON   
 CG0169  ___________________________________________________________________
 CG0169  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CG0169
 CG0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0169
 CG0169.The horizontal coordinates were scaled from a topographic map and have
 CG0169.an estimated accuracy of +/- 6 seconds.
 CG0169
 CG0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0169.The vertical order pertains to the NGVD 29 superseded value.
 CG0169
 CG0169.The geoid height was determined by GEOID03.
 CG0169
 CG0169;                    North         East    Units  Estimated Accuracy
 CG0169;SPC AZ E     -    80,720.      226,840.      MT  (+/- 180 meters Scaled)
 CG0169
 CG0169                          SUPERSEDED SURVEY CONTROL
 CG0169
 CG0169  NGVD 29 (??/??/92) 1401.763  (m)         4598.95   (f) ADJ UNCH    2 0
 CG0169
 CG0169.Superseded values are not recommended for survey control.
 CG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0169.See file dsdata.txt to determine how the superseded data were derived.
 CG0169
 CG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA924107(NAD 83)
 CG0169_MARKER: DD = SURVEY DISK
 CG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0169_STAMPING: 4598
 CG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0169+STABILITY: SURFACE MOTION
 CG0169
 CG0169  HISTORY     - Date     Condition        Report By
 CG0169  HISTORY     - UNK      MONUMENTED       USGS
 CG0169  HISTORY     - 1935     GOOD             NGS
 CG0169
 CG0169                          STATION DESCRIPTION
 CG0169
 CG0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0169'3.1 MI E FROM TOMBSTONE.
 CG0169'3.1 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0169'ABOUT 275 YARDS EAST OF A CATTLEGUARD, 16 FEET NORTH OF THE CENTERLINE
 CG0169'OF A SIDE ROAD, AND 18 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN
 CG0169'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4598
 CG0169'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1536 ***********************************************************************
 DV1536  DESIGNATION -  46 A
 DV1536  PID         -  DV1536
 DV1536  STATE/COUNTY-  AZ/MARICOPA
 DV1536  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1536
 DV1536                         *CURRENT SURVEY CONTROL
 DV1536  ___________________________________________________________________
 DV1536* NAD 83(1986)-  33 32 58.     (N)    113 13 12.     (W)     SCALED    
 DV1536* NAVD 88     -       389.70   (+/-2cm)    1278.5    (feet)  VERTCON   
 DV1536  ___________________________________________________________________
 DV1536  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV1536
 DV1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1536
 DV1536.The horizontal coordinates were scaled from a topographic map and have
 DV1536.an estimated accuracy of +/- 6 seconds.
 DV1536
 DV1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1536.The vertical order pertains to the NGVD 29 superseded value.
 DV1536
 DV1536.The geoid height was determined by GEOID03.
 DV1536
 DV1536;                    North         East    Units  Estimated Accuracy
 DV1536;SPC AZ C     -   283,450.       92,330.      MT  (+/- 180 meters Scaled)
 DV1536
 DV1536                          SUPERSEDED SURVEY CONTROL
 DV1536
 DV1536  NGVD 29 (??/??/92)  389.151  (m)         1276.74   (f) ADJ UNCH    2 0
 DV1536
 DV1536.Superseded values are not recommended for survey control.
 DV1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1536.See file dsdata.txt to determine how the superseded data were derived.
 DV1536
 DV1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC938144(NAD 83)
 DV1536_MARKER: DD = SURVEY DISK
 DV1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1536_STAMPING: 46 A 1962
 DV1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1536+STABILITY: SURFACE MOTION
 DV1536
 DV1536  HISTORY     - Date     Condition        Report By
 DV1536  HISTORY     - 1962     MONUMENTED       AZHD
 DV1536
 DV1536                          STATION DESCRIPTION
 DV1536
 DV1536'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1536'30.3 MI SE FROM SALOME.
 DV1536'0.5 MILE EAST-SOUTHEAST OF U 413 46, AN ARIZONA HIGHWAY DEPARTMENT
 DV1536'DISK STAMPED 46 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1536'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1536'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0837 ***********************************************************************
 FQ0837  DESIGNATION -  46 BKC
 FQ0837  PID         -  FQ0837
 FQ0837  STATE/COUNTY-  AZ/COCONINO
 FQ0837  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0837
 FQ0837                         *CURRENT SURVEY CONTROL
 FQ0837  ___________________________________________________________________
 FQ0837* NAD 83(1986)-  35 33 51.     (N)    111 02 56.     (W)     SCALED    
 FQ0837* NAVD 88     -      1464.012  (meters)    4803.18   (feet)  POSTED    
 FQ0837  ___________________________________________________________________
 FQ0837  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0837  DYNAMIC HT  -        1462.140 (meters)    4797.04  (feet)  COMP
 FQ0837  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 FQ0837
 FQ0837  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0837
 FQ0837.The horizontal coordinates were scaled from a topographic map and have
 FQ0837.an estimated accuracy of +/- 6 seconds.
 FQ0837
 FQ0837.The orthometric height was determined by differential leveling
 FQ0837.and adjusted by the National Geodetic Survey in 1992..
 FQ0837.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0837.rate of 0.0 thru 1.0 mm/km.
 FQ0837
 FQ0837.The geoid height was determined by GEOID03.
 FQ0837
 FQ0837.The dynamic height is computed by dividing the NAVD 88
 FQ0837.geopotential number by the normal gravity value computed on the
 FQ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0837.degrees latitude (g = 980.6199 gals.).
 FQ0837
 FQ0837.The modeled gravity was interpolated from observed gravity values.
 FQ0837
 FQ0837;                    North         East    Units  Estimated Accuracy
 FQ0837;SPC AZ C     -   506,510.      292,020.      MT  (+/- 180 meters Scaled)
 FQ0837
 FQ0837                          SUPERSEDED SURVEY CONTROL
 FQ0837
 FQ0837.No superseded survey control is available for this station.
 FQ0837
 FQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE955356(NAD 83)
 FQ0837_MARKER: DB = BENCH MARK DISK
 FQ0837_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0837_SP_SET: COPPER-CLAD STEEL ROD
 FQ0837_STAMPING: 46 BKC 1968
 FQ0837_MARK LOGO: USGS  
 FQ0837_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0837+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0837
 FQ0837  HISTORY     - Date     Condition        Report By
 FQ0837  HISTORY     - 1968     MONUMENTED       USGS
 FQ0837
 FQ0837                          STATION DESCRIPTION
 FQ0837
 FQ0837'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0837'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0837'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0837'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0837'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0837'THENCE 4.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD, 48 FEET
 FQ0837'SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD
 FQ0837'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0769 ***********************************************************************
 DA0769  DESIGNATION -  46 GWM
 DA0769  PID         -  DA0769
 DA0769  STATE/COUNTY-  AZ/MARICOPA
 DA0769  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0769
 DA0769                         *CURRENT SURVEY CONTROL
 DA0769  ___________________________________________________________________
 DA0769* NAD 83(1986)-  32 44 53.     (N)    113 16 27.     (W)     SCALED    
 DA0769* NAVD 88     -       193.10   (+/-2cm)     633.5    (feet)  VERTCON   
 DA0769  ___________________________________________________________________
 DA0769  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA0769
 DA0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0769
 DA0769.The horizontal coordinates were scaled from a topographic map and have
 DA0769.an estimated accuracy of +/- 6 seconds.
 DA0769
 DA0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0769.The vertical order pertains to the NGVD 29 superseded value.
 DA0769
 DA0769.The geoid height was determined by GEOID03.
 DA0769
 DA0769;                    North         East    Units  Estimated Accuracy
 DA0769;SPC AZ C     -   194,630.       86,150.      MT  (+/- 180 meters Scaled)
 DA0769
 DA0769                          SUPERSEDED SURVEY CONTROL
 DA0769
 DA0769  NGVD 29 (??/??/92)  192.510  (m)          631.59   (f) ADJ UNCH    2 0
 DA0769
 DA0769.Superseded values are not recommended for survey control.
 DA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0769.See file dsdata.txt to determine how the superseded data were derived.
 DA0769
 DA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB869256(NAD 83)
 DA0769_MARKER: DD = SURVEY DISK
 DA0769_SETTING: 66 = SET IN ROCK OUTCROP
 DA0769_SP_SET: ROCK OUTCROP
 DA0769_STAMPING: 46 GWM 631 1948
 DA0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0769+STABILITY: POSITION/ELEVATION WELL
 DA0769
 DA0769  HISTORY     - Date     Condition        Report By
 DA0769  HISTORY     - 1948     MONUMENTED       USGS
 DA0769  HISTORY     - 1962     GOOD             NGS
 DA0769
 DA0769                          STATION DESCRIPTION
 DA0769
 DA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0769'10.85 MI SW FROM SENTINEL.
 DA0769'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0769'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0769'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE, 1.2 MILES WEST
 DA0769'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0769'IS NUMBERED 20, 206 FEET NORTHWEST OF THE CENTER LINE OF THE RIGHT OF
 DA0769'WAY, 0.1 MILE WEST OF A SIGN BOARD WITH THE NUMBER 20, 41 FEET EAST OF
 DA0769'THE CENTER LINE OF A DIM TRAIL ROAD, 1 FOOT NORTHWEST OF A ROCK CAIRN,
 DA0769'23.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 DA0769'OF A ROCK OUTCROP WHICH IS ON THE CREST OF A SMALL ROCK HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0638 ***********************************************************************
 FP0638  DESIGNATION -  46 HLS
 FP0638  PID         -  FP0638
 FP0638  STATE/COUNTY-  AZ/APACHE
 FP0638  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0638
 FP0638                         *CURRENT SURVEY CONTROL
 FP0638  ___________________________________________________________________
 FP0638* NAD 83(1986)-  35 33 47.     (N)    109 32 01.     (W)     SCALED    
 FP0638* NAVD 88     -      2066.317  (meters)    6779.24   (feet)  ADJUSTED  
 FP0638  ___________________________________________________________________
 FP0638  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FP0638  DYNAMIC HT  -        2063.427 (meters)    6769.76  (feet)  COMP
 FP0638  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 FP0638
 FP0638  VERT ORDER  -  SECOND    CLASS II
 FP0638
 FP0638.The horizontal coordinates were scaled from a topographic map and have
 FP0638.an estimated accuracy of +/- 6 seconds.
 FP0638
 FP0638.The orthometric height was determined by differential leveling
 FP0638.and adjusted by the National Geodetic Survey in June 1991..
 FP0638
 FP0638.The geoid height was determined by GEOID03.
 FP0638
 FP0638.The dynamic height is computed by dividing the NAVD 88
 FP0638.geopotential number by the normal gravity value computed on the
 FP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0638.degrees latitude (g = 980.6199 gals.).
 FP0638
 FP0638.The modeled gravity was interpolated from observed gravity values.
 FP0638
 FP0638;                    North         East    Units  Estimated Accuracy
 FP0638;SPC AZ E     -   506,220.      270,750.      MT  (+/- 180 meters Scaled)
 FP0638
 FP0638                          SUPERSEDED SURVEY CONTROL
 FP0638
 FP0638.No superseded survey control is available for this station.
 FP0638
 FP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE328364(NAD 83)
 FP0638_MARKER: DB = BENCH MARK DISK
 FP0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0638_SP_SET: COPPER-CLAD STEEL ROD
 FP0638_STAMPING: 46 HLS 1970 6776
 FP0638_MARK LOGO: USGS  
 FP0638_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0638+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0638
 FP0638  HISTORY     - Date     Condition        Report By
 FP0638  HISTORY     - 1970     MONUMENTED       USGS
 FP0638
 FP0638                          STATION DESCRIPTION
 FP0638
 FP0638'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0638'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0638'OFFICE AT GANADO, ARIZONA), PROCEED 4.3 MILES NORTH ALONG STATE
 FP0638'HIGHWAY 63, 195 FEET NORTH OF WOODEN POWER POLE 92, 125 FEET WEST OF
 FP0638'THE HIGHWAY, 38 FEET SOUTHWEST OF A SMALL WASH, 2 FEET EAST OF A
 FP0638'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0638'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1108 ***********************************************************************
 DA1108  DESIGNATION -  460
 DA1108  PID         -  DA1108
 DA1108  STATE/COUNTY-  AZ/YUMA
 DA1108  USGS QUAD   -  DATELAND (1982)
 DA1108
 DA1108                         *CURRENT SURVEY CONTROL
 DA1108  ___________________________________________________________________
 DA1108* NAD 83(1986)-  32 48 09.     (N)    113 31 18.     (W)     SCALED    
 DA1108* NAVD 88     -       140.83   (+/-2cm)     462.0    (feet)  VERTCON   
 DA1108  ___________________________________________________________________
 DA1108  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1108
 DA1108  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1108
 DA1108.The horizontal coordinates were scaled from a topographic map and have
 DA1108.an estimated accuracy of +/- 6 seconds.
 DA1108
 DA1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1108.The vertical order pertains to the NGVD 29 superseded value.
 DA1108
 DA1108.The geoid height was determined by GEOID03.
 DA1108
 DA1108;                    North         East    Units  Estimated Accuracy
 DA1108;SPC AZ W     -   199,880.      234,740.      MT  (+/- 180 meters Scaled)
 DA1108
 DA1108                          SUPERSEDED SURVEY CONTROL
 DA1108
 DA1108  NGVD 29 (??/??/92)  140.264  (m)          460.18   (f) ADJ UNCH    1 2
 DA1108
 DA1108.Superseded values are not recommended for survey control.
 DA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1108.See file dsdata.txt to determine how the superseded data were derived.
 DA1108
 DA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB638322(NAD 83)
 DA1108_MARKER: P = PIPE CAP
 DA1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1108_STAMPING: 2555+10 465.19 1956
 DA1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1108
 DA1108  HISTORY     - Date     Condition        Report By
 DA1108  HISTORY     - 1956     MONUMENTED       USGS
 DA1108  HISTORY     - 1960     GOOD             NGS
 DA1108
 DA1108                          STATION DESCRIPTION
 DA1108
 DA1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1108'1.3 MI E FROM DATELAND.
 DA1108'1.3 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1108'0.05 MILE BEFORE REACHING HIGHWAY BRIDGE IN WHICH IS A STANDARD DISK
 DA1108'OF THE ARIZONA HIGHWAY DEPARTMENT, STAMPED 2555+10 465.19 1956, ON THE
 DA1108'SOUTH SIDE OF THE TRACKS OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 43
 DA1108'FEET SOUTHEAST FROM THE SOUTHEAST RAIL, 1.2 FEET NORTHEAST FROM A
 DA1108'WHITE WOODEN WITNESS POST, A STANDARD BRASS CAP OF THE U.S. GEOLOGICAL
 DA1108'SURVEY RIVETED ON A SECTION OF 3-1/2 INCH IRON PIPE AND PROJECTING
 DA1108'8-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0620 ***********************************************************************
 GP0620  DESIGNATION -  4602.7
 GP0620  PID         -  GP0620
 GP0620  STATE/COUNTY-  AZ/COCONINO
 GP0620  USGS QUAD   -  EMMETT WASH (1985)
 GP0620
 GP0620                         *CURRENT SURVEY CONTROL
 GP0620  ___________________________________________________________________
 GP0620* NAD 83(1992)-  36 41 44.77868(N)    111 48 32.72956(W)     ADJUSTED  
 GP0620* NAVD 88     -      1403.83   (+/-2cm)    4605.7    (feet)  VERTCON   
 GP0620  ___________________________________________________________________
 GP0620  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 GP0620  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0620
 GP0620  HORZ ORDER  -  SECOND
 GP0620  VERT ORDER  -  THIRD ? (See Below)
 GP0620
 GP0620.The horizontal coordinates were established by classical geodetic methods
 GP0620.and adjusted by the National Geodetic Survey in August 1993..
 GP0620
 GP0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0620.The vertical order pertains to the NGVD 29 superseded value.
 GP0620
 GP0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0620
 GP0620.The geoid height was determined by GEOID03.
 GP0620
 GP0620;                    North         East     Units Scale Factor Converg.
 GP0620;SPC AZ C     -   631,717.210   222,972.496   MT  0.99990114   +0 03 51.4
 GP0620;SPC AZ C     - 2,072,563.02    731,537.06   iFT  0.99990114   +0 03 51.4
 GP0620;UTM  12      - 4,061,429.180   427,723.729   MT  0.99966436   -0 29 00.6
 GP0620
 GP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0620!SPC AZ C     -   0.99978332  x   0.99990114  =   0.99968448
 GP0620!UTM  12      -   0.99978332  x   0.99966436  =   0.99944775
 GP0620
 GP0620                          SUPERSEDED SURVEY CONTROL
 GP0620
 GP0620  NAD 83(1986)-  36 41 44.77553(N)    111 48 32.72571(W) AD(       ) 2
 GP0620  NAD 27      -  36 41 44.82300(N)    111 48 30.12600(W) AD(       ) 2
 GP0620  NGVD 29 (07/19/86) 1402.90   (m)         4602.7    (f) LEVELING    3  
 GP0620
 GP0620.Superseded values are not recommended for survey control.
 GP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0620.See file dsdata.txt to determine how the superseded data were derived.
 GP0620
 GP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2772461429(NAD 83)
 GP0620_MARKER: Z = SEE DESCRIPTION
 GP0620_SETTING: 80 = SET IN A BOULDER
 GP0620_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0620
 GP0620  HISTORY     - Date     Condition        Report By
 GP0620  HISTORY     - 1934     MONUMENTED       CGS
 GP0620
 GP0620                          STATION DESCRIPTION
 GP0620
 GP0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0620'STATION LOWEY IS ABOUT 13.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM
 GP0620'HOUSE ROCK, 51.5 FEET SOUTH OF CENTER OF HIGHWAY, MIDWAY OF TWO IRON
 GP0620'CULVERTS, AND ABOUT 1.0 MILE SOUTHEAST OF WEST END OF PARIA
 GP0620'PLATEAU.
 GP0620'
 GP0620'REACHED BY TAKING U.S. HIGHWAY 89 FROM KANAB EAST TO HOUSE
 GP0620'ROCK 51 MILES, AND CONTINUING EAST FOR 13.7 MILES TO STATION.
 GP0620'
 GP0620'USBM 4602.7 IS A SQUARE CUT IN TOP OF SANDSTONE BOULDER,
 GP0620'PAINTED WHITE, PAINTED 4602.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0262 ***********************************************************************
 GP0262  DESIGNATION -  4606.00
 GP0262  PID         -  GP0262
 GP0262  STATE/COUNTY-  AZ/COCONINO
 GP0262  USGS QUAD   -  EMMETT WASH (1985)
 GP0262
 GP0262                         *CURRENT SURVEY CONTROL
 GP0262  ___________________________________________________________________
 GP0262* NAD 83(1986)-  36 41 34.     (N)    111 48 54.     (W)     SCALED    
 GP0262* NAVD 88     -      1401.297  (meters)    4597.42   (feet)  POSTED    
 GP0262  ___________________________________________________________________
 GP0262  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GP0262  DYNAMIC HT  -        1399.650 (meters)    4592.02  (feet)  COMP
 GP0262  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 GP0262
 GP0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0262
 GP0262.The horizontal coordinates were scaled from a topographic map and have
 GP0262.an estimated accuracy of +/- 6 seconds.
 GP0262
 GP0262.The orthometric height was determined by differential leveling
 GP0262.and adjusted by the National Geodetic Survey in 1992..
 GP0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0262.rate of 0.0 thru 1.0 mm/km.
 GP0262
 GP0262.The geoid height was determined by GEOID03.
 GP0262
 GP0262.The dynamic height is computed by dividing the NAVD 88
 GP0262.geopotential number by the normal gravity value computed on the
 GP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0262.degrees latitude (g = 980.6199 gals.).
 GP0262
 GP0262.The modeled gravity was interpolated from observed gravity values.
 GP0262
 GP0262;                    North         East    Units  Estimated Accuracy
 GP0262;SPC AZ C     -   631,380.      222,450.      MT  (+/- 180 meters Scaled)
 GP0262
 GP0262                          SUPERSEDED SURVEY CONTROL
 GP0262
 GP0262  NGVD 29 (??/??/92) 1400.364  (m)         4594.36   (f) ADJ UNCH    1 2
 GP0262
 GP0262.Superseded values are not recommended for survey control.
 GP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0262.See file dsdata.txt to determine how the superseded data were derived.
 GP0262
 GP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF271611(NAD 83)
 GP0262_MARKER: DD = SURVEY DISK
 GP0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0262_SP_SET: CULVERT
 GP0262_STAMPING: 4606.00 751+60.0 1934
 GP0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0262
 GP0262  HISTORY     - Date     Condition        Report By
 GP0262  HISTORY     - 1934     MONUMENTED       AZHD
 GP0262
 GP0262                          STATION DESCRIPTION
 GP0262
 GP0262'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0262'13.9 MI SW FROM MARBLE CANYON.
 GP0262'13.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0262'MARBLE CANYON, COCONINO COUNTY, AT AN 8- BY 8-FOOT CONCRETE-BOX
 GP0262'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0262'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4606.00
 GP0262'751+60.0 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0028 ***********************************************************************
 ET0028  DESIGNATION -  4607
 ET0028  PID         -  ET0028
 ET0028  STATE/COUNTY-  AZ/YAVAPAI
 ET0028  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0028
 ET0028                         *CURRENT SURVEY CONTROL
 ET0028  ___________________________________________________________________
 ET0028* NAD 83(1986)-  34 46 23.     (N)    112 25 41.     (W)     SCALED    
 ET0028* NAVD 88     -      1407.258  (meters)    4616.98   (feet)  POSTED    
 ET0028  ___________________________________________________________________
 ET0028  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ET0028  DYNAMIC HT  -        1405.420 (meters)    4610.95  (feet)  COMP
 ET0028  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 ET0028
 ET0028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0028
 ET0028.The horizontal coordinates were scaled from a topographic map and have
 ET0028.an estimated accuracy of +/- 6 seconds.
 ET0028
 ET0028.The orthometric height was determined by differential leveling
 ET0028.and adjusted by the National Geodetic Survey in November 2005..
 ET0028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0028.rate of 1.1 thru 2.0 mm/km.
 ET0028
 ET0028.The geoid height was determined by GEOID03.
 ET0028
 ET0028.The dynamic height is computed by dividing the NAVD 88
 ET0028.geopotential number by the normal gravity value computed on the
 ET0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0028.degrees latitude (g = 980.6199 gals.).
 ET0028
 ET0028.The modeled gravity was interpolated from observed gravity values.
 ET0028
 ET0028;                    North         East    Units  Estimated Accuracy
 ET0028;SPC AZ C     -   418,520.      166,550.      MT  (+/- 180 meters Scaled)
 ET0028
 ET0028                          SUPERSEDED SURVEY CONTROL
 ET0028
 ET0028  NGVD 29 (??/??/92) 1406.490  (m)         4614.46   (f) ADJ UNCH    1 2
 ET0028
 ET0028.Superseded values are not recommended for survey control.
 ET0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0028.See file dsdata.txt to determine how the superseded data were derived.
 ET0028
 ET0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD693488(NAD 83)
 ET0028_MARKER: P = PIPE CAP
 ET0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0028
 ET0028  HISTORY     - Date     Condition        Report By
 ET0028  HISTORY     - UNK      MONUMENTED       USGS
 ET0028  HISTORY     - 1933     GOOD             NGS
 ET0028  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0028
 ET0028                          STATION DESCRIPTION
 ET0028
 ET0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0028'17.9 MI S FROM CEDAR GLADE.
 ET0028'IRON POST, AT COPPER SIDING, 150 FEET NORTH OF MILEPOST 39, 20 FEET
 ET0028'SOUTH OF STATION, 20 FEET EAST OF RAILROAD CENTER-LINE.
 ET0028
 ET0028                          STATION RECOVERY (1973)
 ET0028
 ET0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0654 ***********************************************************************
 DA0654  DESIGNATION -  460+95
 DA0654  PID         -  DA0654
 DA0654  STATE/COUNTY-  AZ/MARICOPA
 DA0654  USGS QUAD   -  BOSQUE (1973)
 DA0654
 DA0654                         *CURRENT SURVEY CONTROL
 DA0654  ___________________________________________________________________
 DA0654* NAD 83(1986)-  32 54 21.     (N)    112 33 44.     (W)     SCALED    
 DA0654* NAVD 88     -       359.92   (+/-2cm)    1180.8    (feet)  VERTCON   
 DA0654  ___________________________________________________________________
 DA0654  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0654
 DA0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0654
 DA0654.The horizontal coordinates were scaled from a topographic map and have
 DA0654.an estimated accuracy of +/- 6 seconds.
 DA0654
 DA0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0654.The vertical order pertains to the NGVD 29 superseded value.
 DA0654
 DA0654.The geoid height was determined by GEOID03.
 DA0654
 DA0654;                    North         East    Units  Estimated Accuracy
 DA0654;SPC AZ C     -   211,490.      152,970.      MT  (+/- 180 meters Scaled)
 DA0654
 DA0654                          SUPERSEDED SURVEY CONTROL
 DA0654
 DA0654  NGVD 29 (??/??/92)  359.286  (m)         1178.76   (f) ADJ UNCH    2 0
 DA0654
 DA0654.Superseded values are not recommended for survey control.
 DA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0654.See file dsdata.txt to determine how the superseded data were derived.
 DA0654
 DA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB539419(NAD 83)
 DA0654_MARKER: DD = SURVEY DISK
 DA0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0654_SP_SET: CONCRETE GUARD RAIL
 DA0654_STAMPING: 1178.68 460 + 95 1959
 DA0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0654
 DA0654  HISTORY     - Date     Condition        Report By
 DA0654  HISTORY     - 1959     MONUMENTED       AZHD
 DA0654  HISTORY     - 1960     GOOD             NGS
 DA0654
 DA0654                          STATION DESCRIPTION
 DA0654
 DA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0654'8.9 MI SE FROM GILA BEND.
 DA0654'8.9 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0654'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 26 FEET SOUTH OF THE CENTERLINE
 DA0654'OF THE EAST BOUND TRAFFIC LANE, SET IN THE CENTER OF THE SOUTH
 DA0654'CONCRETE GUARD RAIL AND 6 INCHES ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0497 ***********************************************************************
 ET0497  DESIGNATION -  4615
 ET0497  PID         -  ET0497
 ET0497  STATE/COUNTY-  AZ/YAVAPAI
 ET0497  USGS QUAD   -  SIMMONS (1979)
 ET0497
 ET0497                         *CURRENT SURVEY CONTROL
 ET0497  ___________________________________________________________________
 ET0497* NAD 83(1986)-  34 45 48.     (N)    112 39 08.     (W)     SCALED    
 ET0497* NAVD 88     -      1409.722  (meters)    4625.06   (feet)  POSTED    
 ET0497  ___________________________________________________________________
 ET0497  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET0497  DYNAMIC HT  -        1407.860 (meters)    4618.95  (feet)  COMP
 ET0497  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 ET0497
 ET0497  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0497
 ET0497.The horizontal coordinates were scaled from a topographic map and have
 ET0497.an estimated accuracy of +/- 6 seconds.
 ET0497
 ET0497.The orthometric height was determined by differential leveling
 ET0497.and adjusted by the National Geodetic Survey in November 2005..
 ET0497.No vertical observational check was made to the station.
 ET0497.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0497.was located on a no-check spur therefore a value was not computed.
 ET0497
 ET0497.The geoid height was determined by GEOID03.
 ET0497
 ET0497.The dynamic height is computed by dividing the NAVD 88
 ET0497.geopotential number by the normal gravity value computed on the
 ET0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0497.degrees latitude (g = 980.6199 gals.).
 ET0497
 ET0497.The modeled gravity was interpolated from observed gravity values.
 ET0497
 ET0497;                    North         East    Units  Estimated Accuracy
 ET0497;SPC AZ C     -   417,570.      146,030.      MT  (+/- 180 meters Scaled)
 ET0497
 ET0497                          SUPERSEDED SURVEY CONTROL
 ET0497
 ET0497  NGVD 29 (??/??/92) 1408.901  (m)         4622.37   (f) ADJ UNCH    2 0
 ET0497
 ET0497.Superseded values are not recommended for survey control.
 ET0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0497.See file dsdata.txt to determine how the superseded data were derived.
 ET0497
 ET0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD487480(NAD 83)
 ET0497_MARKER: P = PIPE CAP
 ET0497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0497_STAMPING: 4615 PRSCT
 ET0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0497
 ET0497  HISTORY     - Date     Condition        Report By
 ET0497  HISTORY     - UNK      MONUMENTED       USGS
 ET0497  HISTORY     - 1952     GOOD             NGS
 ET0497
 ET0497                          STATION DESCRIPTION
 ET0497
 ET0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0497'5.9 MI SW FROM SIMMONS.
 ET0497'3.1 MILES SOUTH ALONG THE ROAD LEADING TO PRESCOTT FROM THE CONCRETE
 ET0497'BRIDGE OVER HITT WASH AT SIMMONS, THENCE 2.5 MILES SOUTH ALONG THE
 ET0497'SKULL VALLEY ROAD, THENCE 0.3 MILE WEST ALONG THE ROAD LEADING TO LONG
 ET0497'MEADOW RANCH, 0.1 MILE NORTH OF THE MAIN RANCH HOUSE, INSIDE OF A
 ET0497'BOARD CORRAL, 110 FEET NORTH OF THE CENTER LINE OF THE RANCH ROAD,
 ET0497'42.8 FEET NORTH OF THE SOUTH BOARD FENCE OF THE CORRAL, 5.4 FEET WEST
 ET0497'OF THE BOARD FENCE OF THE CORRAL, AND RIVETED ON TOP OF A 3 1/2 INCH
 ET0497'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0150 ***********************************************************************
 CG0150  DESIGNATION -  4617
 CG0150  PID         -  CG0150
 CG0150  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0150  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0150
 CG0150                         *CURRENT SURVEY CONTROL
 CG0150  ___________________________________________________________________
 CG0150* NAD 83(1986)-  31 38 05.     (N)    110 29 11.     (W)     SCALED    
 CG0150* NAVD 88     -      1411.96   (+/-2cm)    4632.4    (feet)  VERTCON   
 CG0150  ___________________________________________________________________
 CG0150  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CG0150
 CG0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0150
 CG0150.The horizontal coordinates were scaled from a topographic map and have
 CG0150.an estimated accuracy of +/- 6 seconds.
 CG0150
 CG0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0150.The vertical order pertains to the NGVD 29 superseded value.
 CG0150
 CG0150.The geoid height was determined by GEOID03.
 CG0150
 CG0150;                    North         East    Units  Estimated Accuracy
 CG0150;SPC AZ C     -    71,260.      349,040.      MT  (+/- 180 meters Scaled)
 CG0150
 CG0150                          SUPERSEDED SURVEY CONTROL
 CG0150
 CG0150  NGVD 29 (??/??/92) 1411.069  (m)         4629.48   (f) ADJ UNCH    2 0
 CG0150
 CG0150.Superseded values are not recommended for survey control.
 CG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0150.See file dsdata.txt to determine how the superseded data were derived.
 CG0150
 CG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA487000(NAD 83)
 CG0150_MARKER: P = PIPE CAP
 CG0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0150_STAMPING: 4617 NOGLS
 CG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0150
 CG0150  HISTORY     - Date     Condition        Report By
 CG0150  HISTORY     - UNK      MONUMENTED       USGS
 CG0150  HISTORY     - 1935     GOOD             NGS
 CG0150
 CG0150                          STATION DESCRIPTION
 CG0150
 CG0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0150'2.9 MI E FROM ELGIN.
 CG0150'2.9 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM ELGIN,
 CG0150'SANTA CRUZ COUNTY, 1-3/4 POLES SOUTHWEST OF MILEPOST 1071, 35 FEET
 CG0150'WEST OF CATTLEGUARD 1071 D, 40 FEET SOUTH OF THE CENTERLINE OF THE
 CG0150'TRACK, AND 4 FEET NORTH OF A FENCE LINE.  A UNITED STATES GEOLOGICAL
 CG0150'SURVEY STANDARD CAP, STAMPED 4617 NOGLS AND RIVETED ON THE TOP OF A
 CG0150'3-1/2-INCH REINFORCED IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1757 ***********************************************************************
 DU1757  DESIGNATION -  461+99.75
 DU1757  PID         -  DU1757
 DU1757  STATE/COUNTY-  AZ/MARICOPA
 DU1757  USGS QUAD   -  CURRYS CORNER (1982)
 DU1757
 DU1757                         *CURRENT SURVEY CONTROL
 DU1757  ___________________________________________________________________
 DU1757* NAD 83(1986)-  33 38 18.     (N)    111 55 38.     (W)     SCALED    
 DU1757* NAVD 88     -       462.068  (meters)    1515.97   (feet)  ADJUSTED  
 DU1757  ___________________________________________________________________
 DU1757  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1757  DYNAMIC HT  -         461.518 (meters)    1514.16  (feet)  COMP
 DU1757  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 DU1757
 DU1757  VERT ORDER  -  SECOND    CLASS I
 DU1757
 DU1757.The horizontal coordinates were scaled from a topographic map and have
 DU1757.an estimated accuracy of +/- 6 seconds.
 DU1757
 DU1757.The orthometric height was determined by differential leveling
 DU1757.and adjusted by the National Geodetic Survey in November 1993..
 DU1757
 DU1757.The geoid height was determined by GEOID03.
 DU1757
 DU1757.The dynamic height is computed by dividing the NAVD 88
 DU1757.geopotential number by the normal gravity value computed on the
 DU1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1757.degrees latitude (g = 980.6199 gals.).
 DU1757
 DU1757.The modeled gravity was interpolated from observed gravity values.
 DU1757
 DU1757;                    North         East    Units  Estimated Accuracy
 DU1757;SPC AZ C     -   292,540.      212,380.      MT  (+/- 180 meters Scaled)
 DU1757
 DU1757                          SUPERSEDED SURVEY CONTROL
 DU1757
 DU1757.No superseded survey control is available for this station.
 DU1757
 DU1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140224(NAD 83)
 DU1757_MARKER: DD = SURVEY DISK
 DU1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1757_SP_SET: CONCRETE POST
 DU1757_STAMPING: 461+99.75
 DU1757_MARK LOGO: BOR   
 DU1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1757+STABILITY: SURFACE MOTION
 DU1757
 DU1757  HISTORY     - Date     Condition        Report By
 DU1757  HISTORY     - UNK      MONUMENTED       BOR
 DU1757  HISTORY     - 1984     GOOD             AZDT
 DU1757  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1757
 DU1757                          STATION DESCRIPTION
 DU1757
 DU1757'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1757'IN PHOENIX.
 DU1757'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1757'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1757'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1757'FENCE OF THE CANAL FOR 10.92 KM (6.79 MI) TO THE MARK, AND 64.0 METERS
 DU1757'(210.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1757
 DU1757                          STATION RECOVERY (2004)
 DU1757
 DU1757'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0791 ***********************************************************************
 CZ0791  DESIGNATION -  465+40.25
 CZ0791  PID         -  CZ0791
 CZ0791  STATE/COUNTY-  AZ/PIMA
 CZ0791  USGS QUAD   -  THREE POINTS (1992)
 CZ0791
 CZ0791                         *CURRENT SURVEY CONTROL
 CZ0791  ___________________________________________________________________
 CZ0791* NAD 83(1986)-  32 05 52.     (N)    111 15 37.     (W)     SCALED    
 CZ0791* NAVD 88     -       763.05   (+/-2cm)    2503.4    (feet)  VERTCON   
 CZ0791  ___________________________________________________________________
 CZ0791  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0791
 CZ0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0791
 CZ0791.The horizontal coordinates were scaled from a topographic map and have
 CZ0791.an estimated accuracy of +/- 6 seconds.
 CZ0791
 CZ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0791.The vertical order pertains to the NGVD 29 superseded value.
 CZ0791
 CZ0791.The geoid height was determined by GEOID03.
 CZ0791
 CZ0791;                    North         East    Units  Estimated Accuracy
 CZ0791;SPC AZ C     -   121,900.      275,310.      MT  (+/- 180 meters Scaled)
 CZ0791
 CZ0791                          SUPERSEDED SURVEY CONTROL
 CZ0791
 CZ0791  NGVD 29 (??/??/92)  762.364  (m)         2501.19   (f) ADJ UNCH    2 0
 CZ0791
 CZ0791.Superseded values are not recommended for survey control.
 CZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0791.See file dsdata.txt to determine how the superseded data were derived.
 CZ0791
 CZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754513(NAD 83)
 CZ0791_MARKER: DD = SURVEY DISK
 CZ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0791_SP_SET: CULVERT
 CZ0791_STAMPING: 465+40.25 2502.11
 CZ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0791
 CZ0791  HISTORY     - Date     Condition        Report By
 CZ0791  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0791  HISTORY     - 1951     GOOD             NGS
 CZ0791  HISTORY     - 1962     GOOD             NGS
 CZ0791
 CZ0791                          STATION DESCRIPTION
 CZ0791
 CZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0791'18.7 MI SW FROM TUCSON.
 CZ0791'18.7 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0791'STATE HIGHWAY 86, AND IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0791'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 24 YARDS SOUTH OF A POWER
 CZ0791'LINE POLE, 11 YARDS SOUTHEAST OF TELEPHONE LINES, 14 FEET NORTH OF THE
 CZ0791'CENTER OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0791
 CZ0791                          STATION RECOVERY (1962)
 CZ0791
 CZ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2192 ***********************************************************************
 DU2192  DESIGNATION -  4687 VA
 DU2192  PID         -  DU2192
 DU2192  STATE/COUNTY-  AZ/MARICOPA
 DU2192  USGS QUAD   -  MAVERICK MOUNTAIN (1978)
 DU2192
 DU2192                         *CURRENT SURVEY CONTROL
 DU2192  ___________________________________________________________________
 DU2192* NAD 83(1992)-  33 47 27.97493(N)    111 33 40.13177(W)     ADJUSTED  
 DU2192* NAVD 88     -      1435.     (meters)    4708.     (feet)  SCALED    
 DU2192  ___________________________________________________________________
 DU2192  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DU2192  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DU2192
 DU2192  HORZ ORDER  -  SECOND
 DU2192
 DU2192.The horizontal coordinates were established by classical geodetic methods
 DU2192.and adjusted by the National Geodetic Survey in August 1993..
 DU2192
 DU2192.The orthometric height was scaled from a topographic map.
 DU2192
 DU2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2192
 DU2192.The geoid height was determined by GEOID03.
 DU2192
 DU2192;                    North         East     Units Scale Factor Converg.
 DU2192;SPC AZ C     -   309,542.141   246,281.511   MT  0.99991336   +0 11 51.8
 DU2192;SPC AZ C     - 1,015,558.21    808,010.21   iFT  0.99991336   +0 11 51.8
 DU2192;UTM  12      - 3,739,135.896   448,052.401   MT  0.99963327   -0 18 43.6
 DU2192
 DU2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2192!SPC AZ C     -   0.99977928  x   0.99991336  =   0.99969266
 DU2192!UTM  12      -   0.99977928  x   0.99963327  =   0.99941263
 DU2192
 DU2192                          SUPERSEDED SURVEY CONTROL
 DU2192
 DU2192  NAD 83(1986)-  33 47 27.96999(N)    111 33 40.13435(W) AD(       ) 2
 DU2192  NAD 27      -  33 47 27.81800(N)    111 33 37.64500(W) AD(       ) 2
 DU2192
 DU2192.Superseded values are not recommended for survey control.
 DU2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2192.See file dsdata.txt to determine how the superseded data were derived.
 DU2192
 DU2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4805239136(NAD 83)
 DU2192_MARKER: DB = BENCH MARK DISK
 DU2192_SETTING: 80 = SET IN A BOULDER
 DU2192_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2192
 DU2192  HISTORY     - Date     Condition        Report By
 DU2192  HISTORY     - 1946     MONUMENTED       USGS
 DU2192
 DU2192                          STATION DESCRIPTION
 DU2192
 DU2192'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU2192'TO REACH THE STATION FROM THE BUCKHORN, A RESORT LOCATED ON
 DU2192'U.S. 60 AND 70 ABOUT 7.5 MILES EAST OF MESA, ARIZONA, GO EAST
 DU2192'ON U.S. 60 AND 70 FOR 1.0 MILES TO A INTERSECTION.  TAKE
 DU2192'THE LEFT ROAD HERE AS PER SIGN BUSH HIGHWAY AND FOLLOW THE
 DU2192'MAIN GRADED ROAD FOR 6.25 MILES TO A FORK.  TAKE THE RIGHT
 DU2192'FORK WHICH PASSES OVER A CATTLE GUARD, AND ONCE AGAIN FOLLOWING
 DU2192'THE MAIN TRAVELED GRADED ROAD GO FOR 6.85 MILES TO THE BRIDGE
 DU2192'ACROSS THE RIVER AT THE BLUE POINT FOREST SERVICE PICNIC
 DU2192'GROUNDS.  CROSS THE RIVER AND FOLLOW THE HIGHWAY FOR 2.2
 DU2192'MILES TO A FORK.  TAKE THE LEFT FORK UP THE HILL AS PER SIGN
 DU2192'TO PAYSON AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR
 DU2192'19.55 MILES TO A CATTLE GUARD ACROSS THE ROAD AT THE TOP
 DU2192'OF A SMALL PASS.  CROSS THIS CATTLE GUARD AND CONTINUE ON
 DU2192'THE GRADED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD GOING
 DU2192'OFF TO THE LEFT.  TURN LEFT OFF THE GRADED ROAD HERE AND
 DU2192'FOLLOW THIS TRACK ROAD FOR 0.1 MILES TO A GATE, PASS
 DU2192'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD, PAST THE
 DU2192'CORRALS, TO THE EDGE OF THE WASH AND THE END OF TRUCK
 DU2192'TRAVEL.  THIS POINT IS 0.5 MILES BEYOND THE GATE.  FROM
 DU2192'HERE EITHER PACK OR TAKE A JEEP ACROSS THE WASH AND DOWN
 DU2192'THE WASH FOR 0.25 MILES TO ANOTHER WASH COMING INTO THE
 DU2192'MAIN WASH ON THE RIGHT.  TURN RIGHT HERE AND GO UP THIS
 DU2192'WASH FOR 0.5 MILES TO AN EXCELLENT SPRING.  CONTINUE ON
 DU2192'UP THE WASH OVER SOME REAL ROCKY PLACES GOING FOR 0.15
 DU2192'MILES TO A FORK IN THE WASHES.  TAKE THE LEFT WASH AND GO
 DU2192'FOR 0.1 MILE TO A GATE.  PASS THROUGH THIS GATE AND GO 0.1 MILE
 DU2192'FURTHER UP THE WASH TO A CORRAL.  PASS BY THIS CORRAL AND
 DU2192'CONTINUE FOR 0.8 MILES TO ANOTHER FORK.  TAKE THE LEFT MAIN
 DU2192'TRAVELED WASH AND GO 0.2 MILES TO THE
 DU2192'SMALL ROCKY KNOLL ABOUT 100 FEET TO THE LEFT.  CONTINUE ON
 DU2192'UP THE WASH FOR 1.9 MILES.  THENCE TURN LEFT UP A FAIRLY
 DU2192'STEEP WASH AND GO 0.1 MILES TO THE END OF JEEP TRAVEL.  (THE
 DU2192'STATION CAN BE SEEN DIRECTLY AHEAD UP THE WASH AFTER PASSING
 DU2192'THE FIRST FORK IN THE WASH AFTER THE SPRING.) FROM THE END
 DU2192'OF JEEP TRAVEL PACK EAST UP TO THE TOP OF A SMALL RIDGE,
 DU2192'THEN TURN RIGHT AND FOLLOW THIS RIDGE UP THE MOUNTAIN TO
 DU2192'THE HIGHEST POINT.  IT IS LOCATED NORTHWEST OF STATION OTERO.
 DU2192'
 DU2192'STATION MARK IS A STANDARD USGS BENCH MARK STAMPED
 DU2192'4687 VA, SET IN A BOULDER WHICH PROJECTS 6 FEET ABOVE THE
 DU2192'SURROUNDING SURFACE AND IS 1.23 METERS ABOVE STATION
 DU2192'OTERO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0263 ***********************************************************************
 GP0263  DESIGNATION -  4691.57
 GP0263  PID         -  GP0263
 GP0263  STATE/COUNTY-  AZ/COCONINO
 GP0263  USGS QUAD   -  EMMETT WASH (1985)
 GP0263
 GP0263                         *CURRENT SURVEY CONTROL
 GP0263  ___________________________________________________________________
 GP0263* NAD 83(1986)-  36 41 14.     (N)    111 49 45.     (W)     SCALED    
 GP0263* NAVD 88     -      1427.406  (meters)    4683.08   (feet)  POSTED    
 GP0263  ___________________________________________________________________
 GP0263  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 GP0263  DYNAMIC HT  -        1425.730 (meters)    4677.58  (feet)  COMP
 GP0263  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 GP0263
 GP0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0263
 GP0263.The horizontal coordinates were scaled from a topographic map and have
 GP0263.an estimated accuracy of +/- 6 seconds.
 GP0263
 GP0263.The orthometric height was determined by differential leveling
 GP0263.and adjusted by the National Geodetic Survey in 1992..
 GP0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0263.rate of 0.0 thru 1.0 mm/km.
 GP0263
 GP0263.The geoid height was determined by GEOID03.
 GP0263
 GP0263.The dynamic height is computed by dividing the NAVD 88
 GP0263.geopotential number by the normal gravity value computed on the
 GP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0263.degrees latitude (g = 980.6199 gals.).
 GP0263
 GP0263.The modeled gravity was interpolated from observed gravity values.
 GP0263
 GP0263;                    North         East    Units  Estimated Accuracy
 GP0263;SPC AZ C     -   630,770.      221,180.      MT  (+/- 180 meters Scaled)
 GP0263
 GP0263                          SUPERSEDED SURVEY CONTROL
 GP0263
 GP0263  NGVD 29 (??/??/92) 1426.468  (m)         4680.00   (f) ADJ UNCH    1 2
 GP0263
 GP0263.Superseded values are not recommended for survey control.
 GP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0263.See file dsdata.txt to determine how the superseded data were derived.
 GP0263
 GP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF259604(NAD 83)
 GP0263_MARKER: DD = SURVEY DISK
 GP0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0263_SP_SET: CULVERT
 GP0263_STAMPING: 4691.57 799+74.9 1934
 GP0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0263
 GP0263  HISTORY     - Date     Condition        Report By
 GP0263  HISTORY     - 1934     MONUMENTED       AZHD
 GP0263  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0263
 GP0263                          STATION DESCRIPTION
 GP0263
 GP0263'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0263'14.8 MI SW FROM MARBLE CANYON.
 GP0263'14.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0263'MARBLE CANYON, COCONINO COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE
 GP0263'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0263'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4691.57
 GP0263'799+74.9 1934.
 GP0263
 GP0263                          STATION RECOVERY (1978)
 GP0263
 GP0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1033 ***********************************************************************
 DV1033  DESIGNATION -  47 A
 DV1033  PID         -  DV1033
 DV1033  STATE/COUNTY-  AZ/MARICOPA
 DV1033  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1033
 DV1033                         *CURRENT SURVEY CONTROL
 DV1033  ___________________________________________________________________
 DV1033* NAD 83(1986)-  33 32 48.     (N)    113 12 12.     (W)     SCALED    
 DV1033* NAVD 88     -       385.69   (+/-2cm)    1265.4    (feet)  VERTCON   
 DV1033  ___________________________________________________________________
 DV1033  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1033
 DV1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1033
 DV1033.The horizontal coordinates were scaled from a topographic map and have
 DV1033.an estimated accuracy of +/- 6 seconds.
 DV1033
 DV1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1033.The vertical order pertains to the NGVD 29 superseded value.
 DV1033
 DV1033.The geoid height was determined by GEOID03.
 DV1033
 DV1033;                    North         East    Units  Estimated Accuracy
 DV1033;SPC AZ C     -   283,120.       93,870.      MT  (+/- 180 meters Scaled)
 DV1033
 DV1033                          SUPERSEDED SURVEY CONTROL
 DV1033
 DV1033  NGVD 29 (??/??/92)  385.160  (m)         1263.65   (f) ADJ UNCH    2 0
 DV1033
 DV1033.Superseded values are not recommended for survey control.
 DV1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1033.See file dsdata.txt to determine how the superseded data were derived.
 DV1033
 DV1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC954140(NAD 83)
 DV1033_MARKER: DD = SURVEY DISK
 DV1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1033_STAMPING: 47 A 1962
 DV1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1033+STABILITY: SURFACE MOTION
 DV1033
 DV1033  HISTORY     - Date     Condition        Report By
 DV1033  HISTORY     - 1962     MONUMENTED       AZHD
 DV1033  HISTORY     - 1962     GOOD             NGS
 DV1033
 DV1033                          STATION DESCRIPTION
 DV1033
 DV1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1033'0.5 MI ESE FROM SALOME.
 DV1033'AN AZHD DISK STAMPED 47 A 1962, SET IN TOP OF A CONCRETE POST FLUSH
 DV1033'WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1033'INTERSTATE HIGHWAY 10, 1.5 FEET NW OF A METAL WITNESS POST.  NOTE--
 DV1033'0.5 MI ESE OF V 413 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0838 ***********************************************************************
 FQ0838  DESIGNATION -  47 BKC
 FQ0838  PID         -  FQ0838
 FQ0838  STATE/COUNTY-  AZ/COCONINO
 FQ0838  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0838
 FQ0838                         *CURRENT SURVEY CONTROL
 FQ0838  ___________________________________________________________________
 FQ0838* NAD 83(1986)-  35 33 39.     (N)    111 01 49.     (W)     SCALED    
 FQ0838* NAVD 88     -      1458.091  (meters)    4783.75   (feet)  POSTED    
 FQ0838  ___________________________________________________________________
 FQ0838  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FQ0838  DYNAMIC HT  -        1456.230 (meters)    4777.65  (feet)  COMP
 FQ0838  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 FQ0838
 FQ0838  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0838
 FQ0838.The horizontal coordinates were scaled from a topographic map and have
 FQ0838.an estimated accuracy of +/- 6 seconds.
 FQ0838
 FQ0838.The orthometric height was determined by differential leveling
 FQ0838.and adjusted by the National Geodetic Survey in 1992..
 FQ0838.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0838.rate of 0.0 thru 1.0 mm/km.
 FQ0838
 FQ0838.The geoid height was determined by GEOID03.
 FQ0838
 FQ0838.The dynamic height is computed by dividing the NAVD 88
 FQ0838.geopotential number by the normal gravity value computed on the
 FQ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0838.degrees latitude (g = 980.6199 gals.).
 FQ0838
 FQ0838.The modeled gravity was interpolated from observed gravity values.
 FQ0838
 FQ0838;                    North         East    Units  Estimated Accuracy
 FQ0838;SPC AZ C     -   506,150.      293,710.      MT  (+/- 180 meters Scaled)
 FQ0838
 FQ0838                          SUPERSEDED SURVEY CONTROL
 FQ0838
 FQ0838  NGVD 29 (??/??/92) 1457.35   (m)         4781.3    (f) COMPUTED    2 2
 FQ0838
 FQ0838.Superseded values are not recommended for survey control.
 FQ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0838.See file dsdata.txt to determine how the superseded data were derived.
 FQ0838
 FQ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE972352(NAD 83)
 FQ0838_MARKER: DB = BENCH MARK DISK
 FQ0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0838_SP_SET: COPPER-CLAD STEEL ROD
 FQ0838_STAMPING: 47 BKC 1968
 FQ0838_MARK LOGO: USGS  
 FQ0838_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0838+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0838
 FQ0838  HISTORY     - Date     Condition        Report By
 FQ0838  HISTORY     - 1968     MONUMENTED       USGS
 FQ0838
 FQ0838                          STATION DESCRIPTION
 FQ0838
 FQ0838'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0838'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0838'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0838'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0838'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0838'THENCE 3.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD, 60 FEET
 FQ0838'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST.
 FQ0838'A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0639 ***********************************************************************
 FP0639  DESIGNATION -  47 HLS
 FP0639  PID         -  FP0639
 FP0639  STATE/COUNTY-  AZ/APACHE
 FP0639  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0639
 FP0639                         *CURRENT SURVEY CONTROL
 FP0639  ___________________________________________________________________
 FP0639* NAD 83(1986)-  35 32 56.     (N)    109 31 51.     (W)     SCALED    
 FP0639* NAVD 88     -      2022.465  (meters)    6635.37   (feet)  ADJUSTED  
 FP0639  ___________________________________________________________________
 FP0639  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FP0639  DYNAMIC HT  -        2019.640 (meters)    6626.10  (feet)  COMP
 FP0639  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 FP0639
 FP0639  VERT ORDER  -  SECOND    CLASS II
 FP0639
 FP0639.The horizontal coordinates were scaled from a topographic map and have
 FP0639.an estimated accuracy of +/- 6 seconds.
 FP0639
 FP0639.The orthometric height was determined by differential leveling
 FP0639.and adjusted by the National Geodetic Survey in June 1991..
 FP0639
 FP0639.The geoid height was determined by GEOID03.
 FP0639
 FP0639.The dynamic height is computed by dividing the NAVD 88
 FP0639.geopotential number by the normal gravity value computed on the
 FP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0639.degrees latitude (g = 980.6199 gals.).
 FP0639
 FP0639.The modeled gravity was interpolated from observed gravity values.
 FP0639
 FP0639;                    North         East    Units  Estimated Accuracy
 FP0639;SPC AZ E     -   504,650.      271,010.      MT  (+/- 180 meters Scaled)
 FP0639
 FP0639                          SUPERSEDED SURVEY CONTROL
 FP0639
 FP0639.No superseded survey control is available for this station.
 FP0639
 FP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE331349(NAD 83)
 FP0639_MARKER: DB = BENCH MARK DISK
 FP0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0639_SP_SET: COPPER-CLAD STEEL ROD
 FP0639_STAMPING: 47 HLS 1970 6632
 FP0639_MARK LOGO: USGS  
 FP0639_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0639+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0639
 FP0639  HISTORY     - Date     Condition        Report By
 FP0639  HISTORY     - 1970     MONUMENTED       USGS
 FP0639
 FP0639                          STATION DESCRIPTION
 FP0639
 FP0639'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0639'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0639'OFFICE AT GANADO, ARIZONA), PROCEED 3.3 MILES NORTH ALONG STATE
 FP0639'HIGHWAY 63 TO THE JUNCTION OF A TRACK ROAD EAST, 154 FEET SOUTH OF
 FP0639'THE TRACK ROAD, 74 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0639'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0639'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0295 ***********************************************************************
 ES0295  DESIGNATION -  4705
 ES0295  PID         -  ES0295
 ES0295  STATE/COUNTY-  AZ/GILA
 ES0295  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0295
 ES0295                         *CURRENT SURVEY CONTROL
 ES0295  ___________________________________________________________________
 ES0295* NAD 83(1986)-  34 18 59.     (N)    111 22 58.     (W)     SCALED    
 ES0295* NAVD 88     -      1435.14   (+/-2cm)    4708.5    (feet)  VERTCON   
 ES0295  ___________________________________________________________________
 ES0295  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0295
 ES0295  VERT ORDER  -  ? (See Below)
 ES0295
 ES0295.The horizontal coordinates were scaled from a topographic map and have
 ES0295.an estimated accuracy of +/- 6 seconds.
 ES0295
 ES0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0295.The vertical order pertains to the NGVD 29 superseded value.
 ES0295
 ES0295.The geoid height was determined by GEOID03.
 ES0295
 ES0295;                    North         East    Units  Estimated Accuracy
 ES0295;SPC AZ E     -   368,420.      101,440.      MT  (+/- 180 meters Scaled)
 ES0295
 ES0295                          SUPERSEDED SURVEY CONTROL
 ES0295
 ES0295  NGVD 29 (??/??/92) 1434.388  (m)         4705.99   (f) ADJ UNCH    ?  
 ES0295
 ES0295.Superseded values are not recommended for survey control.
 ES0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0295.See file dsdata.txt to determine how the superseded data were derived.
 ES0295
 ES0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC647973(NAD 83)
 ES0295_MARKER: Z = SEE DESCRIPTION
 ES0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0295_SP_SET: STUMP
 ES0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0295
 ES0295  HISTORY     - Date     Condition        Report By
 ES0295  HISTORY     - UNK      MONUMENTED       USGS
 ES0295  HISTORY     - 1933     GOOD             NGS
 ES0295
 ES0295                          STATION DESCRIPTION
 ES0295
 ES0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0295'8.2 MI SE FROM PINE.
 ES0295'AT SIDE OF HIGHWAY, 2.1 MILES NORTHWEST OF EAST VERDE RIVER HIGHWAY
 ES0295'BRIDGE, NORTH BANK OF SYCAMORE CREEK AT UPPER CROSSING, 30 FEET SOUTH
 ES0295'OF HIGHWAY CENTER-LINE, ON TOP OF 16 INCH STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0327 ***********************************************************************
 CG0327  DESIGNATION -  4706
 CG0327  PID         -  CG0327
 CG0327  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0327  USGS QUAD   -  ELGIN (1978)
 CG0327
 CG0327                         *CURRENT SURVEY CONTROL
 CG0327  ___________________________________________________________________
 CG0327* NAD 83(1986)-  31 39 38.     (N)    110 31 29.     (W)     SCALED    
 CG0327* NAVD 88     -      1439.03   (+/-2cm)    4721.2    (feet)  VERTCON   
 CG0327  ___________________________________________________________________
 CG0327  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CG0327
 CG0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0327
 CG0327.The horizontal coordinates were scaled from a topographic map and have
 CG0327.an estimated accuracy of +/- 6 seconds.
 CG0327
 CG0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0327.The vertical order pertains to the NGVD 29 superseded value.
 CG0327
 CG0327.The geoid height was determined by GEOID03.
 CG0327
 CG0327;                    North         East    Units  Estimated Accuracy
 CG0327;SPC AZ C     -    74,070.      345,360.      MT  (+/- 180 meters Scaled)
 CG0327
 CG0327                          SUPERSEDED SURVEY CONTROL
 CG0327
 CG0327  NGVD 29 (??/??/92) 1438.127  (m)         4718.26   (f) ADJ UNCH    2 0
 CG0327
 CG0327.Superseded values are not recommended for survey control.
 CG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0327.See file dsdata.txt to determine how the superseded data were derived.
 CG0327
 CG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA450029(NAD 83)
 CG0327_MARKER: P = PIPE CAP
 CG0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0327_STAMPING: 4706 NOGLS
 CG0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0327
 CG0327  HISTORY     - Date     Condition        Report By
 CG0327  HISTORY     - UNK      MONUMENTED       USGS
 CG0327  HISTORY     - 1934     GOOD             NGS
 CG0327
 CG0327                          STATION DESCRIPTION
 CG0327
 CG0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0327'IN ELGIN.
 CG0327'AT ELGIN, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, IN
 CG0327'THE NORTHWEST CORNER OF THE SECTION-HOUSE YARD, 35 FEET NORTHWEST OF
 CG0327'THE SECTIONHOUSE, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25
 CG0327'FEET SOUTH OF THE EQUIPMENT SHED, AND 1 FOOT NORTH OF A FENCE CORNER.
 CG0327'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4706 NOGLS AND
 CG0327'RIVETED ON THE TOP OF A 3-1/2-INCH REINFORCED IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0596 ***********************************************************************
 ES0596  DESIGNATION -  4714.38
 ES0596  PID         -  ES0596
 ES0596  STATE/COUNTY-  AZ/YAVAPAI
 ES0596  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0596
 ES0596                         *CURRENT SURVEY CONTROL
 ES0596  ___________________________________________________________________
 ES0596* NAD 83(1986)-  34 31 58.     (N)    111 57 57.     (W)     SCALED    
 ES0596* NAVD 88     -      1437.87   (+/-2cm)    4717.4    (feet)  VERTCON   
 ES0596  ___________________________________________________________________
 ES0596  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0596
 ES0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0596
 ES0596.The horizontal coordinates were scaled from a topographic map and have
 ES0596.an estimated accuracy of +/- 6 seconds.
 ES0596
 ES0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0596.The vertical order pertains to the NGVD 29 superseded value.
 ES0596
 ES0596.The geoid height was determined by GEOID03.
 ES0596
 ES0596;                    North         East    Units  Estimated Accuracy
 ES0596;SPC AZ C     -   391,750.      208,850.      MT  (+/- 180 meters Scaled)
 ES0596
 ES0596                          SUPERSEDED SURVEY CONTROL
 ES0596
 ES0596  NGVD 29 (??/??/92) 1437.052  (m)         4714.73   (f) ADJ UNCH    2 0
 ES0596
 ES0596.Superseded values are not recommended for survey control.
 ES0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0596.See file dsdata.txt to determine how the superseded data were derived.
 ES0596
 ES0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD113216(NAD 83)
 ES0596_MARKER: DD = SURVEY DISK
 ES0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0596_SP_SET: CULVERT
 ES0596_STAMPING: 4714.38 4223+62 1959
 ES0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0596
 ES0596  HISTORY     - Date     Condition        Report By
 ES0596  HISTORY     - 1959     MONUMENTED       AZHD
 ES0596  HISTORY     - 1959     GOOD             NGS
 ES0596
 ES0596                          STATION DESCRIPTION
 ES0596
 ES0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0596'7.8 MI SW FROM CAMP VERDE.
 ES0596'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0596'OFFICE IN CAMP VERDE, THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0596'0.35 MILE WEST OF MILEPOST 281, AT THE CREST OF A LONG STEEP GRADE, 20
 ES0596'FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF A 7
 ES0596'FOOT CULVERT IN THE SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0530 ***********************************************************************
 ET0530  DESIGNATION -  4732
 ET0530  PID         -  ET0530
 ET0530  STATE/COUNTY-  AZ/YAVAPAI
 ET0530  USGS QUAD   -  SKULL VALLEY (1979)
 ET0530
 ET0530                         *CURRENT SURVEY CONTROL
 ET0530  ___________________________________________________________________
 ET0530* NAD 83(1986)-  34 34 57.     (N)    112 40 25.     (W)     SCALED    
 ET0530* NAVD 88     -      1445.653  (meters)    4742.95   (feet)  POSTED    
 ET0530  ___________________________________________________________________
 ET0530  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ET0530  DYNAMIC HT  -        1443.730 (meters)    4736.64  (feet)  COMP
 ET0530  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 ET0530
 ET0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0530
 ET0530.The horizontal coordinates were scaled from a topographic map and have
 ET0530.an estimated accuracy of +/- 6 seconds.
 ET0530
 ET0530.The orthometric height was determined by differential leveling
 ET0530.and adjusted by the National Geodetic Survey in November 2005..
 ET0530.No vertical observational check was made to the station.
 ET0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0530.was located on a no-check spur therefore a value was not computed.
 ET0530
 ET0530.The geoid height was determined by GEOID03.
 ET0530
 ET0530.The dynamic height is computed by dividing the NAVD 88
 ET0530.geopotential number by the normal gravity value computed on the
 ET0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0530.degrees latitude (g = 980.6199 gals.).
 ET0530
 ET0530.The modeled gravity was interpolated from observed gravity values.
 ET0530
 ET0530;                    North         East    Units  Estimated Accuracy
 ET0530;SPC AZ C     -   397,520.      143,920.      MT  (+/- 180 meters Scaled)
 ET0530
 ET0530                          SUPERSEDED SURVEY CONTROL
 ET0530
 ET0530  NGVD 29 (??/??/92) 1444.826  (m)         4740.23   (f) ADJ UNCH    2 0
 ET0530
 ET0530.Superseded values are not recommended for survey control.
 ET0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0530.See file dsdata.txt to determine how the superseded data were derived.
 ET0530
 ET0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD465280(NAD 83)
 ET0530_MARKER: P = PIPE CAP
 ET0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0530_STAMPING: 4732 PRSCT
 ET0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0530
 ET0530  HISTORY     - Date     Condition        Report By
 ET0530  HISTORY     - UNK      MONUMENTED       USGS
 ET0530  HISTORY     - 1952     GOOD             NGS
 ET0530
 ET0530                          STATION DESCRIPTION
 ET0530
 ET0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0530'6.2 MI N FROM SKULL VALLEY.
 ET0530'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0530'POST OFFICE AT SKULL VALLEY, THENCE 1.6 MILES NORTH ALONG A GRADED
 ET0530'COUNTY ROAD ABOUT 80 YARDS NORTH OF A WASH CROSSING, IN A SMALL
 ET0530'CLEARING. 26 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE ROAD, 1.9
 ET0530'FEET EAST OF A WITNESS POST, AND RIVETED ON TOP OF A 3-INCH IRON PIPE
 ET0530'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0089 ***********************************************************************
 ET0089  DESIGNATION -  4743
 ET0089  PID         -  ET0089
 ET0089  STATE/COUNTY-  AZ/YAVAPAI
 ET0089  USGS QUAD   -  COTTONWOOD (1973)
 ET0089
 ET0089                         *CURRENT SURVEY CONTROL
 ET0089  ___________________________________________________________________
 ET0089* NAD 83(1986)-  34 44 36.     (N)    112 06 46.     (W)     SCALED    
 ET0089* NAVD 88     -      1449.061  (meters)    4754.13   (feet)  POSTED    
 ET0089  ___________________________________________________________________
 ET0089  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ET0089  DYNAMIC HT  -        1447.100 (meters)    4747.69  (feet)  COMP
 ET0089  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 ET0089
 ET0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0089
 ET0089.The horizontal coordinates were scaled from a topographic map and have
 ET0089.an estimated accuracy of +/- 6 seconds.
 ET0089
 ET0089.The orthometric height was determined by differential leveling
 ET0089.and adjusted by the National Geodetic Survey in November 2005..
 ET0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0089.rate of 0.0 thru 1.0 mm/km.
 ET0089
 ET0089.The geoid height was determined by GEOID03.
 ET0089
 ET0089.The dynamic height is computed by dividing the NAVD 88
 ET0089.geopotential number by the normal gravity value computed on the
 ET0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0089.degrees latitude (g = 980.6199 gals.).
 ET0089
 ET0089.The modeled gravity was interpolated from observed gravity values.
 ET0089
 ET0089;                    North         East    Units  Estimated Accuracy
 ET0089;SPC AZ C     -   415,120.      195,400.      MT  (+/- 180 meters Scaled)
 ET0089
 ET0089                          SUPERSEDED SURVEY CONTROL
 ET0089
 ET0089  NGVD 29 (??/??/92) 1448.216  (m)         4751.36   (f) ADJ UNCH    1 2
 ET0089
 ET0089.Superseded values are not recommended for survey control.
 ET0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0089.See file dsdata.txt to determine how the superseded data were derived.
 ET0089
 ET0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD981451(NAD 83)
 ET0089_MARKER: DD = SURVEY DISK
 ET0089_SETTING: 80 = SET IN A BOULDER
 ET0089_SP_SET: BOULDER
 ET0089_STAMPING: 4743 PRSCT
 ET0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0089+STABILITY: SURFACE MOTION
 ET0089
 ET0089  HISTORY     - Date     Condition        Report By
 ET0089  HISTORY     - UNK      MONUMENTED       USGS
 ET0089  HISTORY     - 1933     GOOD             NGS
 ET0089
 ET0089                          STATION DESCRIPTION
 ET0089
 ET0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0089'IN JEROME.
 ET0089'SOUTH END OF GULCH ROAD, 100 FEET NORTH OF WALNUT GULCH, 20 FEET WEST
 ET0089'OF ROAD CENTER-LINE, NORTHWEST CORNER OF INTERSECTION, ON TOP OF LARGE
 ET0089'BOULDER, 3 FEET ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0082 ***********************************************************************
 FR0082  DESIGNATION -  4752
 FR0082  PID         -  FR0082
 FR0082  STATE/COUNTY-  AZ/YAVAPAI
 FR0082  USGS QUAD   -  MEATH SPRING (1979)
 FR0082
 FR0082                         *CURRENT SURVEY CONTROL
 FR0082  ___________________________________________________________________
 FR0082* NAD 83(1986)-  35 00 38.     (N)    112 23 27.     (W)     SCALED    
 FR0082* NAVD 88     -      1449.08   (+/-2cm)    4754.2    (feet)  VERTCON   
 FR0082  ___________________________________________________________________
 FR0082  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0082
 FR0082  VERT ORDER  -  ? (See Below)
 FR0082
 FR0082.The horizontal coordinates were scaled from a topographic map and have
 FR0082.an estimated accuracy of +/- 6 seconds.
 FR0082
 FR0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0082.The vertical order pertains to the NGVD 29 superseded value.
 FR0082
 FR0082.The geoid height was determined by GEOID03.
 FR0082
 FR0082;                    North         East    Units  Estimated Accuracy
 FR0082;SPC AZ C     -   444,850.      170,080.      MT  (+/- 180 meters Scaled)
 FR0082
 FR0082                          SUPERSEDED SURVEY CONTROL
 FR0082
 FR0082  NGVD 29 (??/??/92) 1448.252  (m)         4751.47   (f) ADJ UNCH    ?  
 FR0082
 FR0082.Superseded values are not recommended for survey control.
 FR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0082.See file dsdata.txt to determine how the superseded data were derived.
 FR0082
 FR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD730750(NAD 83)
 FR0082_MARKER: P = PIPE CAP
 FR0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0082
 FR0082  HISTORY     - Date     Condition        Report By
 FR0082  HISTORY     - UNK      MONUMENTED       USGS
 FR0082  HISTORY     - 1932     GOOD             NGS
 FR0082
 FR0082                          STATION DESCRIPTION
 FR0082
 FR0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0082'IN ROCKE BUTTE.
 FR0082'10 FEET SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0082'MILEPOST 19, YAVAPAI COUNTY, 40 FEET WEST OF THE TRACK AND 20 FEET
 FR0082'WEST OF A ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 FR0082'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0289 ***********************************************************************
 ES0289  DESIGNATION -  4755
 ES0289  PID         -  ES0289
 ES0289  STATE/COUNTY-  AZ/GILA
 ES0289  USGS QUAD   -  PAYSON NORTH (1973)
 ES0289
 ES0289                         *CURRENT SURVEY CONTROL
 ES0289  ___________________________________________________________________
 ES0289* NAD 83(1986)-  34 17 33.     (N)    111 20 54.     (W)     SCALED    
 ES0289* NAVD 88     -       442.63   (+/-2cm)    1452.2    (feet)  VERTCON   
 ES0289  ___________________________________________________________________
 ES0289  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0289
 ES0289  VERT ORDER  -  THIRD (See Below)
 ES0289
 ES0289.The horizontal coordinates were scaled from a topographic map and have
 ES0289.an estimated accuracy of +/- 6 seconds.
 ES0289
 ES0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0289.The vertical order pertains to the NGVD 29 superseded value.
 ES0289
 ES0289.The geoid height was determined by GEOID03.
 ES0289
 ES0289;                    North         East    Units  Estimated Accuracy
 ES0289;SPC AZ E     -   365,730.      104,580.      MT  (+/- 180 meters Scaled)
 ES0289
 ES0289                          SUPERSEDED SURVEY CONTROL
 ES0289
 ES0289  NGVD 29 (??/??/??)  441.89   (m)         1449.8    (f) RESET       3  
 ES0289
 ES0289.Superseded values are not recommended for survey control.
 ES0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0289.See file dsdata.txt to determine how the superseded data were derived.
 ES0289
 ES0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC679946(NAD 83)
 ES0289_MARKER: O = CHISELED CIRCLE
 ES0289_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0289_SP_SET: UNSPEC. ROCK
 ES0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0289
 ES0289  HISTORY     - Date     Condition        Report By
 ES0289  HISTORY     - UNK      MONUMENTED       USGS
 ES0289  HISTORY     - 1933     GOOD             NGS
 ES0289
 ES0289                          STATION DESCRIPTION
 ES0289
 ES0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0289'5.5 MI NW FROM PAYSON.
 ES0289'AT SIDE OF HIGHWAY, 0.15 MILES SOUTHEAST OF Y-JUNCTION OF SIDE ROAD TO
 ES0289'GRAND PRIZE MINE, 12 FEET SOUTHWEST OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0289'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0264 ***********************************************************************
 GP0264  DESIGNATION -  4767.17
 GP0264  PID         -  GP0264
 GP0264  STATE/COUNTY-  AZ/COCONINO
 GP0264  USGS QUAD   -  EMMETT WASH (1985)
 GP0264
 GP0264                         *CURRENT SURVEY CONTROL
 GP0264  ___________________________________________________________________
 GP0264* NAD 83(1986)-  36 41 08.     (N)    111 50 13.     (W)     SCALED    
 GP0264* NAVD 88     -      1450.449  (meters)    4758.68   (feet)  POSTED    
 GP0264  ___________________________________________________________________
 GP0264  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GP0264  DYNAMIC HT  -        1448.740 (meters)    4753.07  (feet)  COMP
 GP0264  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 GP0264
 GP0264  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0264
 GP0264.The horizontal coordinates were scaled from a topographic map and have
 GP0264.an estimated accuracy of +/- 6 seconds.
 GP0264
 GP0264.The orthometric height was determined by differential leveling
 GP0264.and adjusted by the National Geodetic Survey in 1992..
 GP0264.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0264.rate of 0.0 thru 1.0 mm/km.
 GP0264
 GP0264.The geoid height was determined by GEOID03.
 GP0264
 GP0264.The dynamic height is computed by dividing the NAVD 88
 GP0264.geopotential number by the normal gravity value computed on the
 GP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0264.degrees latitude (g = 980.6199 gals.).
 GP0264
 GP0264.The modeled gravity was interpolated from observed gravity values.
 GP0264
 GP0264;                    North         East    Units  Estimated Accuracy
 GP0264;SPC AZ C     -   630,580.      220,490.      MT  (+/- 180 meters Scaled)
 GP0264
 GP0264                          SUPERSEDED SURVEY CONTROL
 GP0264
 GP0264  NGVD 29 (??/??/92) 1449.508  (m)         4755.59   (f) ADJ UNCH    1 2
 GP0264
 GP0264.Superseded values are not recommended for survey control.
 GP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0264.See file dsdata.txt to determine how the superseded data were derived.
 GP0264
 GP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF252603(NAD 83)
 GP0264_MARKER: DD = SURVEY DISK
 GP0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0264_SP_SET: CULVERT
 GP0264_STAMPING: 4767.17 821+19.0 1934
 GP0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0264
 GP0264  HISTORY     - Date     Condition        Report By
 GP0264  HISTORY     - 1934     MONUMENTED       AZHD
 GP0264  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0264
 GP0264                          STATION DESCRIPTION
 GP0264
 GP0264'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0264'15.2 MI SW FROM MARBLE CANYON.
 GP0264'15.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0264'MARBLE CANYON, COCONINO COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE
 GP0264'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0264'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4767.17
 GP0264'821+19.0 1934.
 GP0264
 GP0264                          STATION RECOVERY (1978)
 GP0264
 GP0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0324 ***********************************************************************
 CG0324  DESIGNATION -  4777
 CG0324  PID         -  CG0324
 CG0324  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0324  USGS QUAD   -  ELGIN (1978)
 CG0324
 CG0324                         *CURRENT SURVEY CONTROL
 CG0324  ___________________________________________________________________
 CG0324* NAD 83(1986)-  31 40 43.     (N)    110 37 31.     (W)     SCALED    
 CG0324* NAVD 88     -      1460.62   (+/-2cm)    4792.1    (feet)  VERTCON   
 CG0324  ___________________________________________________________________
 CG0324  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CG0324
 CG0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0324
 CG0324.The horizontal coordinates were scaled from a topographic map and have
 CG0324.an estimated accuracy of +/- 6 seconds.
 CG0324
 CG0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0324.The vertical order pertains to the NGVD 29 superseded value.
 CG0324
 CG0324.The geoid height was determined by GEOID03.
 CG0324
 CG0324;                    North         East    Units  Estimated Accuracy
 CG0324;SPC AZ C     -    75,960.      335,800.      MT  (+/- 180 meters Scaled)
 CG0324
 CG0324                          SUPERSEDED SURVEY CONTROL
 CG0324
 CG0324  NGVD 29 (??/??/92) 1459.714  (m)         4789.08   (f) ADJ UNCH    2 0
 CG0324
 CG0324.Superseded values are not recommended for survey control.
 CG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0324.See file dsdata.txt to determine how the superseded data were derived.
 CG0324
 CG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA355048(NAD 83)
 CG0324_MARKER: P = PIPE CAP
 CG0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0324_STAMPING: 4777 NOGLS
 CG0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0324
 CG0324  HISTORY     - Date     Condition        Report By
 CG0324  HISTORY     - UNK      MONUMENTED       USGS
 CG0324  HISTORY     - 1947     GOOD             NGS
 CG0324  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0324
 CG0324                          STATION DESCRIPTION
 CG0324
 CG0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0324'1.8 MI E FROM SONOITA.
 CG0324'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM SONOITA,
 CG0324'SANTA CRUZ COUNTY, ABOUT 100 YARDS NORTHWEST OF A WINDMILL, 115 FEET
 CG0324'SOUTHEAST OF CULVERT 1030 B, 225 FEET SOUTH OF A RANCH HOUSE AND
 CG0324'BARNS, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH
 CG0324'OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CG0324'4777 NOGLS, AND RIVETED ON THE TOP OF A 3 1/2-INCH REINFORCED IRON
 CG0324'PIPE.  NOTE-- IT WAS REPORTED IN JANUARY 1947 THAT THE PIPE IS NOW
 CG0324'ENCASED IN AN 8- BY 8-INCH CONCRETE POST.
 CG0324
 CG0324                          STATION RECOVERY (1998)
 CG0324
 CG0324'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0341 ***********************************************************************
 DU0341  DESIGNATION -  4786.08
 DU0341  PID         -  DU0341
 DU0341  STATE/COUNTY-  AZ/GILA
 DU0341  USGS QUAD   -  SEVENMILE MTS (1966)
 DU0341
 DU0341                         *CURRENT SURVEY CONTROL
 DU0341  ___________________________________________________________________
 DU0341* NAD 83(1986)-  33 36 52.     (N)    110 36 23.     (W)     SCALED    
 DU0341* NAVD 88     -      1458.917  (meters)    4786.46   (feet)  ADJUSTED  
 DU0341  ___________________________________________________________________
 DU0341  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DU0341  DYNAMIC HT  -        1456.865 (meters)    4779.73  (feet)  COMP
 DU0341  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 DU0341
 DU0341  VERT ORDER  -  SECOND    CLASS 0
 DU0341
 DU0341.The horizontal coordinates were scaled from a topographic map and have
 DU0341.an estimated accuracy of +/- 6 seconds.
 DU0341
 DU0341.The orthometric height was determined by differential leveling
 DU0341.and adjusted by the National Geodetic Survey in June 1991..
 DU0341
 DU0341.The geoid height was determined by GEOID03.
 DU0341
 DU0341.The dynamic height is computed by dividing the NAVD 88
 DU0341.geopotential number by the normal gravity value computed on the
 DU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0341.degrees latitude (g = 980.6199 gals.).
 DU0341
 DU0341.The modeled gravity was interpolated from observed gravity values.
 DU0341
 DU0341;                    North         East    Units  Estimated Accuracy
 DU0341;SPC AZ E     -   289,980.      172,560.      MT  (+/- 180 meters Scaled)
 DU0341
 DU0341                          SUPERSEDED SURVEY CONTROL
 DU0341
 DU0341  NGVD 29 (??/??/92) 1458.228  (m)         4784.20   (f) ADJ UNCH    2 0
 DU0341
 DU0341.Superseded values are not recommended for survey control.
 DU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0341.See file dsdata.txt to determine how the superseded data were derived.
 DU0341
 DU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC365194(NAD 83)
 DU0341_MARKER: DD = SURVEY DISK
 DU0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0341_SP_SET: CULVERT
 DU0341_STAMPING: STA 1178+65 EL 4786.08
 DU0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0341
 DU0341  HISTORY     - Date     Condition        Report By
 DU0341  HISTORY     - UNK      MONUMENTED       AZHD
 DU0341  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0341
 DU0341                          STATION DESCRIPTION
 DU0341
 DU0341'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0341'23.3 MI NE FROM GLOBE.
 DU0341'23.3 MILES  NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0341'AT A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 20
 DU0341'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER
 DU0341'THAN THE ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW
 DU0341'CONCRETE CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0793 ***********************************************************************
 CG0793  DESIGNATION -  4788.9
 CG0793  PID         -  CG0793
 CG0793  STATE/COUNTY-  AZ/PIMA
 CG0793  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0793
 CG0793                         *CURRENT SURVEY CONTROL
 CG0793  ___________________________________________________________________
 CG0793* NAD 83(1986)-  31 48 51.     (N)    111 34 52.     (W)     SCALED    
 CG0793* NAVD 88     -      1460.31   (+/-2cm)    4791.0    (feet)  VERTCON   
 CG0793  ___________________________________________________________________
 CG0793  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0793
 CG0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0793
 CG0793.The horizontal coordinates were scaled from a topographic map and have
 CG0793.an estimated accuracy of +/- 6 seconds.
 CG0793
 CG0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0793.The vertical order pertains to the NGVD 29 superseded value.
 CG0793
 CG0793.The geoid height was determined by GEOID03.
 CG0793
 CG0793;                    North         East    Units  Estimated Accuracy
 CG0793;SPC AZ C     -    90,310.      245,130.      MT  (+/- 180 meters Scaled)
 CG0793
 CG0793                          SUPERSEDED SURVEY CONTROL
 CG0793
 CG0793  NGVD 29 (??/??/92) 1459.466  (m)         4788.26   (f) ADJ UNCH    2 0
 CG0793
 CG0793.Superseded values are not recommended for survey control.
 CG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0793.See file dsdata.txt to determine how the superseded data were derived.
 CG0793
 CG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA450199(NAD 83)
 CG0793_MARKER: N = NAIL
 CG0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0793_SP_SET: TREE
 CG0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0793
 CG0793  HISTORY     - Date     Condition        Report By
 CG0793  HISTORY     - UNK      MONUMENTED       USGS
 CG0793  HISTORY     - 1952     GOOD             NGS
 CG0793
 CG0793                          STATION DESCRIPTION
 CG0793
 CG0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0793'18.1 MI E FROM TOPAWA.
 CG0793'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0793'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0793'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 3.6
 CG0793'MILES EAST ALONG THE FRESNAL CANYON TRAIL, SET IN THE TOP OF THE NORTH
 CG0793'ROOT OF THE WEST ONE OF TWO 30 INCH MESQUITE TREES USED FOR THE GATE
 CG0793'POSTS OF A NORTH-SOUTH FENCE, 56.7 FEET WEST OF B.M.C 307.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0324 ***********************************************************************
 DU0324  DESIGNATION -  478+89.99
 DU0324  PID         -  DU0324
 DU0324  STATE/COUNTY-  AZ/GILA
 DU0324  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0324
 DU0324                         *CURRENT SURVEY CONTROL
 DU0324  ___________________________________________________________________
 DU0324* NAD 83(1986)-  33 47 20.     (N)    110 29 40.     (W)     SCALED    
 DU0324* NAVD 88     -      1264.347  (meters)    4148.11   (feet)  ADJUSTED  
 DU0324  ___________________________________________________________________
 DU0324  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0324  DYNAMIC HT  -        1262.624 (meters)    4142.46  (feet)  COMP
 DU0324  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 DU0324
 DU0324  VERT ORDER  -  FIRST     CLASS II
 DU0324
 DU0324.The horizontal coordinates were scaled from a topographic map and have
 DU0324.an estimated accuracy of +/- 6 seconds.
 DU0324
 DU0324.The orthometric height was determined by differential leveling
 DU0324.and adjusted by the National Geodetic Survey in June 1991..
 DU0324
 DU0324.The geoid height was determined by GEOID03.
 DU0324
 DU0324.The dynamic height is computed by dividing the NAVD 88
 DU0324.geopotential number by the normal gravity value computed on the
 DU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0324.degrees latitude (g = 980.6199 gals.).
 DU0324
 DU0324.The modeled gravity was interpolated from observed gravity values.
 DU0324
 DU0324;                    North         East    Units  Estimated Accuracy
 DU0324;SPC AZ E     -   309,290.      183,010.      MT  (+/- 180 meters Scaled)
 DU0324
 DU0324                          SUPERSEDED SURVEY CONTROL
 DU0324
 DU0324  NGVD 29 (??/??/92) 1263.704  (m)         4146.00   (f) ADJ UNCH    1 2
 DU0324
 DU0324.Superseded values are not recommended for survey control.
 DU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0324.See file dsdata.txt to determine how the superseded data were derived.
 DU0324
 DU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC468388(NAD 83)
 DU0324_MARKER: DD = SURVEY DISK
 DU0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0324_SP_SET: RETAINING WALL
 DU0324_STAMPING: 478+89.99 3757.28 60
 DU0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0324
 DU0324  HISTORY     - Date     Condition        Report By
 DU0324  HISTORY     - UNK      MONUMENTED       AZHD
 DU0324  HISTORY     - 1960     GOOD             NGS
 DU0324  HISTORY     - 1979     GOOD             NGS
 DU0324
 DU0324                          STATION DESCRIPTION
 DU0324
 DU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0324'3.55 MI N FROM SENECA.
 DU0324'ABOUT 3.55 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0324'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0324'0.1 MILE NORTH OF A SHARP SWITCHBACK IN THE HIGHWAY, IN THE TOP OF THE
 DU0324'SOUTH END OF THE MOST SOUTHERLY OF 4 CONCRETE RETAINING WALLS ON THE
 DU0324'SOUTH SIDE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE
 DU0324'HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0324
 DU0324                          STATION RECOVERY (1979)
 DU0324
 DU0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0324'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0324'IN SALT RIVER CANYON, 0.4 MILE SOUTHWEST OF MILE POST 291.  SET IN
 DU0324'THE TOP OF THE SOUTH END OF THE SOUTH ONE OF FOUR CONCRETE RETAINING
 DU0324'WALLS, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE
 DU0324'SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0324'COURTHOUSE IN GLOBE.
 DU0324'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0033 ***********************************************************************
 ET0033  DESIGNATION -  4794
 ET0033  PID         -  ET0033
 ET0033  STATE/COUNTY-  AZ/YAVAPAI
 ET0033  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0033
 ET0033                         *CURRENT SURVEY CONTROL
 ET0033  ___________________________________________________________________
 ET0033* NAD 83(1986)-  34 44 06.     (N)    112 25 11.     (W)     SCALED    
 ET0033* NAVD 88     -      1464.327  (meters)    4804.21   (feet)  POSTED    
 ET0033  ___________________________________________________________________
 ET0033  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0033  DYNAMIC HT  -        1462.390 (meters)    4797.86  (feet)  COMP
 ET0033  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 ET0033
 ET0033  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0033
 ET0033.The horizontal coordinates were scaled from a topographic map and have
 ET0033.an estimated accuracy of +/- 6 seconds.
 ET0033
 ET0033.The orthometric height was determined by differential leveling
 ET0033.and adjusted by the National Geodetic Survey in November 2005..
 ET0033.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0033.rate of 2.1 thru 3.0 mm/km.
 ET0033
 ET0033.The geoid height was determined by GEOID03.
 ET0033
 ET0033.The dynamic height is computed by dividing the NAVD 88
 ET0033.geopotential number by the normal gravity value computed on the
 ET0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0033.degrees latitude (g = 980.6199 gals.).
 ET0033
 ET0033.The modeled gravity was interpolated from observed gravity values.
 ET0033
 ET0033;                    North         East    Units  Estimated Accuracy
 ET0033;SPC AZ C     -   414,290.      167,290.      MT  (+/- 180 meters Scaled)
 ET0033
 ET0033                          SUPERSEDED SURVEY CONTROL
 ET0033
 ET0033  NGVD 29 (??/??/92) 1463.544  (m)         4801.64   (f) ADJ UNCH    1 2
 ET0033
 ET0033.Superseded values are not recommended for survey control.
 ET0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0033.See file dsdata.txt to determine how the superseded data were derived.
 ET0033
 ET0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD700445(NAD 83)
 ET0033_MARKER: P = PIPE CAP
 ET0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0033
 ET0033  HISTORY     - Date     Condition        Report By
 ET0033  HISTORY     - UNK      MONUMENTED       USGS
 ET0033  HISTORY     - 1933     GOOD             NGS
 ET0033
 ET0033                          STATION DESCRIPTION
 ET0033
 ET0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0033'15.3 MI N FROM PRESCOTT.
 ET0033'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 2.9 MILES SOUTH OF COPPER
 ET0033'SIDING, 850 FEET NORTH OF MILEPOST 42, ON RIDGE, 50 FEET WEST OF
 ET0033'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0387 ***********************************************************************
 GP0387  DESIGNATION -  4798.38
 GP0387  PID         -  GP0387
 GP0387  STATE/COUNTY-  AZ/COCONINO
 GP0387  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0387
 GP0387                         *CURRENT SURVEY CONTROL
 GP0387  ___________________________________________________________________
 GP0387* NAD 83(1986)-  36 11 05.     (N)    111 23 43.     (W)     SCALED    
 GP0387* NAVD 88     -      1463.371  (meters)    4801.08   (feet)  ADJUSTED  
 GP0387  ___________________________________________________________________
 GP0387  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0387  DYNAMIC HT  -        1461.572 (meters)    4795.17  (feet)  COMP
 GP0387  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 GP0387
 GP0387  VERT ORDER  -  FIRST     CLASS II
 GP0387
 GP0387.The horizontal coordinates were scaled from a topographic map and have
 GP0387.an estimated accuracy of +/- 6 seconds.
 GP0387
 GP0387.The orthometric height was determined by differential leveling
 GP0387.and adjusted by the National Geodetic Survey in June 1991..
 GP0387
 GP0387.The geoid height was determined by GEOID03.
 GP0387
 GP0387.The dynamic height is computed by dividing the NAVD 88
 GP0387.geopotential number by the normal gravity value computed on the
 GP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0387.degrees latitude (g = 980.6199 gals.).
 GP0387
 GP0387.The modeled gravity was interpolated from observed gravity values.
 GP0387
 GP0387;                    North         East    Units  Estimated Accuracy
 GP0387;SPC AZ C     -   575,130.      260,260.      MT  (+/- 180 meters Scaled)
 GP0387
 GP0387                          SUPERSEDED SURVEY CONTROL
 GP0387
 GP0387.No superseded survey control is available for this station.
 GP0387
 GP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF644045(NAD 83)
 GP0387_MARKER: DB = BENCH MARK DISK
 GP0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0387_SP_SET: HEADWALL
 GP0387_STAMPING: 4798.38 1134+10 61
 GP0387_MARK LOGO: AZHD  
 GP0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0387+STABILITY: POSITION/ELEVATION WELL
 GP0387
 GP0387  HISTORY     - Date     Condition        Report By
 GP0387  HISTORY     - 1961     MONUMENTED       AZHD
 GP0387  HISTORY     - 1983     GOOD             NGS
 GP0387
 GP0387                          STATION DESCRIPTION
 GP0387
 GP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0387'14.7 KM (9.2 MI) SOUTH FROM THE GAP.
 GP0387'14.7 KM (9.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0387'THE GAP, IN TOP OF THE CENTER OF THE WEST HEADWALL FOR A 10- BY
 GP0387'10-FOOT BOX CULVERT SITTING ON BEDROCK, 0.08 KM (0.05 MI) NORTH OF
 GP0387'MILEPOST 488, 0.32 KM (0.2 MI) NORTH OF A TELEPHONE LINE CROSSING THE
 GP0387'HIGHWAY, 12.2 METERS (40 FT) WEST OF THE HIGHWAY CENTERLINE.
 GP0387'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1539 ***********************************************************************
 DV1539  DESIGNATION -  48 A
 DV1539  PID         -  DV1539
 DV1539  STATE/COUNTY-  AZ/MARICOPA
 DV1539  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1539
 DV1539                         *CURRENT SURVEY CONTROL
 DV1539  ___________________________________________________________________
 DV1539* NAD 83(1986)-  33 32 38.     (N)    113 11 12.     (W)     SCALED    
 DV1539* NAVD 88     -       381.37   (+/-2cm)    1251.2    (feet)  VERTCON   
 DV1539  ___________________________________________________________________
 DV1539  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1539
 DV1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1539
 DV1539.The horizontal coordinates were scaled from a topographic map and have
 DV1539.an estimated accuracy of +/- 6 seconds.
 DV1539
 DV1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1539.The vertical order pertains to the NGVD 29 superseded value.
 DV1539
 DV1539.The geoid height was determined by GEOID03.
 DV1539
 DV1539;                    North         East    Units  Estimated Accuracy
 DV1539;SPC AZ C     -   282,790.       95,420.      MT  (+/- 180 meters Scaled)
 DV1539
 DV1539                          SUPERSEDED SURVEY CONTROL
 DV1539
 DV1539  NGVD 29 (??/??/92)  380.823  (m)         1249.42   (f) ADJ UNCH    2 0
 DV1539
 DV1539.Superseded values are not recommended for survey control.
 DV1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1539.See file dsdata.txt to determine how the superseded data were derived.
 DV1539
 DV1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC969137(NAD 83)
 DV1539_MARKER: DD = SURVEY DISK
 DV1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1539_STAMPING: 48 A 1962
 DV1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1539+STABILITY: SURFACE MOTION
 DV1539
 DV1539  HISTORY     - Date     Condition        Report By
 DV1539  HISTORY     - 1962     MONUMENTED       AZHD
 DV1539
 DV1539                          STATION DESCRIPTION
 DV1539
 DV1539'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1539'32.8 MI SE FROM SALOME.
 DV1539'0.4 MILE EAST-SOUTHEAST OF W 413 48 AN ARIZONA HIGHWAY DEPARTMENT
 DV1539'DISK STAMPED 48 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1539'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1539'HIGHWAY !0, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0839 ***********************************************************************
 FQ0839  DESIGNATION -  48 BKC
 FQ0839  PID         -  FQ0839
 FQ0839  STATE/COUNTY-  AZ/COCONINO
 FQ0839  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0839
 FQ0839                         *CURRENT SURVEY CONTROL
 FQ0839  ___________________________________________________________________
 FQ0839* NAD 83(1986)-  35 33 20.     (N)    111 00 52.     (W)     SCALED    
 FQ0839* NAVD 88     -      1459.862  (meters)    4789.56   (feet)  POSTED    
 FQ0839  ___________________________________________________________________
 FQ0839  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0839  DYNAMIC HT  -        1458.000 (meters)    4783.45  (feet)  COMP
 FQ0839  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 FQ0839
 FQ0839  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0839
 FQ0839.The horizontal coordinates were scaled from a topographic map and have
 FQ0839.an estimated accuracy of +/- 6 seconds.
 FQ0839
 FQ0839.The orthometric height was determined by differential leveling
 FQ0839.and adjusted by the National Geodetic Survey in 1992..
 FQ0839.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0839.rate of 0.0 thru 1.0 mm/km.
 FQ0839
 FQ0839.The geoid height was determined by GEOID03.
 FQ0839
 FQ0839.The dynamic height is computed by dividing the NAVD 88
 FQ0839.geopotential number by the normal gravity value computed on the
 FQ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0839.degrees latitude (g = 980.6199 gals.).
 FQ0839
 FQ0839.The modeled gravity was interpolated from observed gravity values.
 FQ0839
 FQ0839;                    North         East    Units  Estimated Accuracy
 FQ0839;SPC AZ C     -   505,580.      295,160.      MT  (+/- 180 meters Scaled)
 FQ0839
 FQ0839                          SUPERSEDED SURVEY CONTROL
 FQ0839
 FQ0839  NGVD 29 (??/??/92) 1459.12   (m)         4787.1    (f) COMPUTED    2 2
 FQ0839
 FQ0839.Superseded values are not recommended for survey control.
 FQ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0839.See file dsdata.txt to determine how the superseded data were derived.
 FQ0839
 FQ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE986346(NAD 83)
 FQ0839_MARKER: DB = BENCH MARK DISK
 FQ0839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0839_SP_SET: COPPER-CLAD STEEL ROD
 FQ0839_STAMPING: 48 BKC 1968
 FQ0839_MARK LOGO: USGS  
 FQ0839_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0839+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0839
 FQ0839  HISTORY     - Date     Condition        Report By
 FQ0839  HISTORY     - 1968     MONUMENTED       USGS
 FQ0839
 FQ0839                          STATION DESCRIPTION
 FQ0839
 FQ0839'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0839'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0839'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0839'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0839'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0839'THENCE 2.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A ROAD
 FQ0839'FORK, 41 FEET SOUTH OF THE INTERSECTION.  A COPPER-CLAD STEEL ROD
 FQ0839'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0998 ***********************************************************************
 FR0998  DESIGNATION -  48 EMH
 FR0998  PID         -  FR0998
 FR0998  STATE/COUNTY-  AZ/YAVAPAI
 FR0998  USGS QUAD   -  CROOKTON (1973)
 FR0998
 FR0998                         *CURRENT SURVEY CONTROL
 FR0998  ___________________________________________________________________
 FR0998* NAD 83(1986)-  35 17 22.     (N)    112 42 24.     (W)     SCALED    
 FR0998* NAVD 88     -      1754.831  (meters)    5757.31   (feet)  POSTED    
 FR0998  ___________________________________________________________________
 FR0998  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0998  DYNAMIC HT  -        1752.470 (meters)    5749.56  (feet)  COMP
 FR0998  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 FR0998
 FR0998  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0998
 FR0998.The horizontal coordinates were scaled from a topographic map and have
 FR0998.an estimated accuracy of +/- 6 seconds.
 FR0998
 FR0998.The orthometric height was determined by differential leveling
 FR0998.and adjusted by the National Geodetic Survey in 1992..
 FR0998.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0998.rate of 0.0 thru 1.0 mm/km.
 FR0998
 FR0998.The geoid height was determined by GEOID03.
 FR0998
 FR0998.The dynamic height is computed by dividing the NAVD 88
 FR0998.geopotential number by the normal gravity value computed on the
 FR0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0998.degrees latitude (g = 980.6199 gals.).
 FR0998
 FR0998.The modeled gravity was interpolated from observed gravity values.
 FR0998
 FR0998;                    North         East    Units  Estimated Accuracy
 FR0998;SPC AZ C     -   475,970.      141,500.      MT  (+/- 180 meters Scaled)
 FR0998
 FR0998                          SUPERSEDED SURVEY CONTROL
 FR0998
 FR0998  NGVD 29 (??/??/92) 1753.89   (m)         5754.2    (f) COMPUTED    2 2
 FR0998
 FR0998.Superseded values are not recommended for survey control.
 FR0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0998.See file dsdata.txt to determine how the superseded data were derived.
 FR0998
 FR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE448064(NAD 83)
 FR0998_MARKER: DB = BENCH MARK DISK
 FR0998_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0998_SP_SET: COPPER-CLAD STEEL ROD
 FR0998_STAMPING: 48 EMH 1973 5754
 FR0998_MARK LOGO: USGS  
 FR0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0998
 FR0998  HISTORY     - Date     Condition        Report By
 FR0998  HISTORY     - 1973     MONUMENTED       USGS
 FR0998
 FR0998                          STATION DESCRIPTION
 FR0998
 FR0998'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0998'18.3 KM (11.40 MI) EAST FROM SELIGMAN.
 FR0998'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR0998'OLD U.S. HIGHWAY 66, THENCE 0.75 MILES NORTH ALONG A DIRT ROAD, 0.4
 FR0998'MILES SOUTH OF THE AT+SF RAILROAD, ABOUT 100 FEET NORTH OF THE NORTH
 FR0998'END OF A CURVE RIGHT, 39 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FR0998'ROD DEPTH UNKNOWN.
 FR0998'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0640 ***********************************************************************
 FP0640  DESIGNATION -  48 HLS
 FP0640  PID         -  FP0640
 FP0640  STATE/COUNTY-  AZ/APACHE
 FP0640  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0640
 FP0640                         *CURRENT SURVEY CONTROL
 FP0640  ___________________________________________________________________
 FP0640* NAD 83(1986)-  35 32 03.     (N)    109 31 42.     (W)     SCALED    
 FP0640* NAVD 88     -      1992.103  (meters)    6535.76   (feet)  ADJUSTED  
 FP0640  ___________________________________________________________________
 FP0640  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FP0640  DYNAMIC HT  -        1989.326 (meters)    6526.65  (feet)  COMP
 FP0640  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 FP0640
 FP0640  VERT ORDER  -  SECOND    CLASS II
 FP0640
 FP0640.The horizontal coordinates were scaled from a topographic map and have
 FP0640.an estimated accuracy of +/- 6 seconds.
 FP0640
 FP0640.The orthometric height was determined by differential leveling
 FP0640.and adjusted by the National Geodetic Survey in June 1991..
 FP0640
 FP0640.The geoid height was determined by GEOID03.
 FP0640
 FP0640.The dynamic height is computed by dividing the NAVD 88
 FP0640.geopotential number by the normal gravity value computed on the
 FP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0640.degrees latitude (g = 980.6199 gals.).
 FP0640
 FP0640.The modeled gravity was interpolated from observed gravity values.
 FP0640
 FP0640;                    North         East    Units  Estimated Accuracy
 FP0640;SPC AZ E     -   503,020.      271,250.      MT  (+/- 180 meters Scaled)
 FP0640
 FP0640                          SUPERSEDED SURVEY CONTROL
 FP0640
 FP0640.No superseded survey control is available for this station.
 FP0640
 FP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE334332(NAD 83)
 FP0640_MARKER: DB = BENCH MARK DISK
 FP0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0640_SP_SET: COPPER-CLAD STEEL ROD
 FP0640_STAMPING: 48 HLS 1970 6532
 FP0640_MARK LOGO: USGS  
 FP0640_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0640+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0640
 FP0640  HISTORY     - Date     Condition        Report By
 FP0640  HISTORY     - 1970     MONUMENTED       USGS
 FP0640
 FP0640                          STATION DESCRIPTION
 FP0640
 FP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0640'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0640'OFFICE AT GANADO, ARIZONA), PROCEED 2.3 MILES NORTH ALONG STATE
 FP0640'HIGHWAY 63 TO A PAVED ROAD EAST, 133 FEET EAST OF THE HIGHWAY, 71
 FP0640'FEET NORTH OF THE ROAD EAST, 1 FOOT WEST OF A WITNESS POST.  A
 FP0640'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0506 ***********************************************************************
 ES0506  DESIGNATION -  4832.3
 ES0506  PID         -  ES0506
 ES0506  STATE/COUNTY-  AZ/COCONINO
 ES0506  USGS QUAD   -  MUNDS PARK (1974)
 ES0506
 ES0506                         *CURRENT SURVEY CONTROL
 ES0506  ___________________________________________________________________
 ES0506* NAD 83(1986)-  34 56 05.     (N)    111 44 36.     (W)     SCALED    
 ES0506* NAVD 88     -      1474.01   (+/-2cm)    4836.0    (feet)  VERTCON   
 ES0506  ___________________________________________________________________
 ES0506  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0506
 ES0506  VERT ORDER  -  ? (See Below)
 ES0506
 ES0506.The horizontal coordinates were scaled from a topographic map and have
 ES0506.an estimated accuracy of +/- 6 seconds.
 ES0506
 ES0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0506.The vertical order pertains to the NGVD 29 superseded value.
 ES0506
 ES0506.The geoid height was determined by GEOID03.
 ES0506
 ES0506;                    North         East    Units  Estimated Accuracy
 ES0506;SPC AZ C     -   436,350.      229,190.      MT  (+/- 180 meters Scaled)
 ES0506
 ES0506                          SUPERSEDED SURVEY CONTROL
 ES0506
 ES0506  NGVD 29 (??/??/92) 1473.150  (m)         4833.16   (f) ADJ UNCH    ?  
 ES0506
 ES0506.Superseded values are not recommended for survey control.
 ES0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0506.See file dsdata.txt to determine how the superseded data were derived.
 ES0506
 ES0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321660(NAD 83)
 ES0506_MARKER: Z = SEE DESCRIPTION
 ES0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0506_SP_SET: TREE
 ES0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0506
 ES0506  HISTORY     - Date     Condition        Report By
 ES0506  HISTORY     - UNK      MONUMENTED       USGS
 ES0506  HISTORY     - 1933     GOOD             NGS
 ES0506
 ES0506                          STATION DESCRIPTION
 ES0506
 ES0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0506'6.9 MI N FROM SEDONA.
 ES0506'AT SIDE OF HIGHWAY, NORTH END OF SMALL FLAT, ON POINT OVERLOOKING
 ES0506'CREEK, ON BASE OF PINE TREE PAINTED WHITE U.S.B.M. 4832.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0016 ***********************************************************************
 CZ0016  DESIGNATION -  4839.20
 CZ0016  PID         -  CZ0016
 CZ0016  STATE/COUNTY-  AZ/COCHISE
 CZ0016  USGS QUAD   -  DRAGOON (1995)
 CZ0016
 CZ0016                         *CURRENT SURVEY CONTROL
 CZ0016  ___________________________________________________________________
 CZ0016* NAD 83(1986)-  32 03 07.     (N)    110 05 06.     (W)     SCALED    
 CZ0016* NAVD 88     -      1475.627  (meters)    4841.29   (feet)  ADJUSTED  
 CZ0016  ___________________________________________________________________
 CZ0016  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CZ0016  DYNAMIC HT  -        1473.354 (meters)    4833.83  (feet)  COMP
 CZ0016  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 CZ0016
 CZ0016  VERT ORDER  -  FIRST     CLASS II
 CZ0016
 CZ0016.The horizontal coordinates were scaled from a topographic map and have
 CZ0016.an estimated accuracy of +/- 6 seconds.
 CZ0016
 CZ0016.The orthometric height was determined by differential leveling
 CZ0016.and adjusted by the National Geodetic Survey in June 1991..
 CZ0016
 CZ0016.The geoid height was determined by GEOID03.
 CZ0016
 CZ0016.The dynamic height is computed by dividing the NAVD 88
 CZ0016.geopotential number by the normal gravity value computed on the
 CZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0016.degrees latitude (g = 980.6199 gals.).
 CZ0016
 CZ0016.The modeled gravity was interpolated from observed gravity values.
 CZ0016
 CZ0016;                    North         East    Units  Estimated Accuracy
 CZ0016;SPC AZ E     -   116,630.      221,070.      MT  (+/- 180 meters Scaled)
 CZ0016
 CZ0016                          SUPERSEDED SURVEY CONTROL
 CZ0016
 CZ0016  NGVD 29 (??/??/92) 1474.741  (m)         4838.38   (f) ADJ UNCH    1 2
 CZ0016
 CZ0016.Superseded values are not recommended for survey control.
 CZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0016.See file dsdata.txt to determine how the superseded data were derived.
 CZ0016
 CZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA863465(NAD 83)
 CZ0016_MARKER: DD = SURVEY DISK
 CZ0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0016_SP_SET: CULVERT
 CZ0016_STAMPING: 4839.20 744+81.50 1957
 CZ0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0016
 CZ0016  HISTORY     - Date     Condition        Report By
 CZ0016  HISTORY     - 1957     MONUMENTED       AZHD
 CZ0016  HISTORY     - 1960     GOOD             NGS
 CZ0016  HISTORY     - 1979     GOOD             NGS
 CZ0016
 CZ0016                          STATION DESCRIPTION
 CZ0016
 CZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0016'15.15 MI E FROM BENSON.
 CZ0016'15.15 MILES EAST OF THE POST OFFICE AT BENSON, 0.35 MILE WEST OF
 CZ0016'MILEPOST 308, 31 FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0016'TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST
 CZ0016'HEADWALL OF A CONCRETE CULVERT, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 CZ0016
 CZ0016                          STATION RECOVERY (1979)
 CZ0016
 CZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0016'24.8 KILOMETERS (15.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0016'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN THE TOP CENTER OF
 CZ0016'THE NORTHWEST HEADWALL OF A 2.4- BY 1.8-METER BOX CULVERT, 0.4
 CZ0016'KILOMETER (0.25 MILE) SOUTHWEST OF MILE POST 320 AND 9.2 METERS (30.2
 CZ0016'FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE.
 CZ0016'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0187 ***********************************************************************
 CF0187  DESIGNATION -  4846
 CF0187  PID         -  CF0187
 CF0187  STATE/COUNTY-  AZ/COCHISE
 CF0187  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0187
 CF0187                         *CURRENT SURVEY CONTROL
 CF0187  ___________________________________________________________________
 CF0187* NAD 83(1986)-  31 44 18.     (N)    109 58 34.     (W)     SCALED    
 CF0187* NAVD 88     -      1478.34   (+/-2cm)    4850.2    (feet)  VERTCON   
 CF0187  ___________________________________________________________________
 CF0187  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CF0187
 CF0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0187
 CF0187.The horizontal coordinates were scaled from a topographic map and have
 CF0187.an estimated accuracy of +/- 6 seconds.
 CF0187
 CF0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0187.The vertical order pertains to the NGVD 29 superseded value.
 CF0187
 CF0187.The geoid height was determined by GEOID03.
 CF0187
 CF0187;                    North         East    Units  Estimated Accuracy
 CF0187;SPC AZ E     -    81,870.      231,420.      MT  (+/- 180 meters Scaled)
 CF0187
 CF0187                          SUPERSEDED SURVEY CONTROL
 CF0187
 CF0187  NGVD 29 (??/??/92) 1477.457  (m)         4847.29   (f) ADJ UNCH    2 0
 CF0187
 CF0187.Superseded values are not recommended for survey control.
 CF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0187.See file dsdata.txt to determine how the superseded data were derived.
 CF0187
 CF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA969118(NAD 83)
 CF0187_MARKER: P = PIPE CAP
 CF0187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0187_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0187_STAMPING: 4846
 CF0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0187
 CF0187  HISTORY     - Date     Condition        Report By
 CF0187  HISTORY     - UNK      MONUMENTED       USGS
 CF0187  HISTORY     - 1934     GOOD             NGS
 CF0187
 CF0187                          STATION DESCRIPTION
 CF0187
 CF0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0187'6.5 MI E FROM TOMBSTONE.
 CF0187'6.5 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CF0187'155 FEET EAST OF A CATTLEGUARD, AND 38 FEET SOUTH OF THE CENTERLINE OF
 CF0187'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CF0187'4846 AND RIVETED IN THE TOP OF A 3-1/2-INCH REINFORCED IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0266 ***********************************************************************
 GP0266  DESIGNATION -  4850.71
 GP0266  PID         -  GP0266
 GP0266  STATE/COUNTY-  AZ/COCONINO
 GP0266  USGS QUAD   -  EMMETT WASH (1985)
 GP0266
 GP0266                         *CURRENT SURVEY CONTROL
 GP0266  ___________________________________________________________________
 GP0266* NAD 83(1986)-  36 41 13.     (N)    111 52 01.     (W)     SCALED    
 GP0266* NAVD 88     -      1475.964  (meters)    4842.39   (feet)  POSTED    
 GP0266  ___________________________________________________________________
 GP0266  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GP0266  DYNAMIC HT  -        1474.220 (meters)    4836.67  (feet)  COMP
 GP0266  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 GP0266
 GP0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0266
 GP0266.The horizontal coordinates were scaled from a topographic map and have
 GP0266.an estimated accuracy of +/- 6 seconds.
 GP0266
 GP0266.The orthometric height was determined by differential leveling
 GP0266.and adjusted by the National Geodetic Survey in 1992..
 GP0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0266.rate of 0.0 thru 1.0 mm/km.
 GP0266
 GP0266.The geoid height was determined by GEOID03.
 GP0266
 GP0266.The dynamic height is computed by dividing the NAVD 88
 GP0266.geopotential number by the normal gravity value computed on the
 GP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0266.degrees latitude (g = 980.6199 gals.).
 GP0266
 GP0266.The modeled gravity was interpolated from observed gravity values.
 GP0266
 GP0266;                    North         East    Units  Estimated Accuracy
 GP0266;SPC AZ C     -   630,730.      217,800.      MT  (+/- 180 meters Scaled)
 GP0266
 GP0266                          SUPERSEDED SURVEY CONTROL
 GP0266
 GP0266  NGVD 29 (??/??/92) 1475.012  (m)         4839.27   (f) ADJ UNCH    1 2
 GP0266
 GP0266.Superseded values are not recommended for survey control.
 GP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0266.See file dsdata.txt to determine how the superseded data were derived.
 GP0266
 GP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF225604(NAD 83)
 GP0266_MARKER: DD = SURVEY DISK
 GP0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0266_SP_SET: CULVERT
 GP0266_STAMPING: 4850.71 913+28.0 1934
 GP0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0266
 GP0266  HISTORY     - Date     Condition        Report By
 GP0266  HISTORY     - 1934     MONUMENTED       AZHD
 GP0266
 GP0266                          STATION DESCRIPTION
 GP0266
 GP0266'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0266'16.9 MI W FROM MARBLE CANYON.
 GP0266'16.9 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0266'CANYON, COCONINO COUNTY, AT AN 8- BY 16-FOOT BOX CULVERT, AND IN THE
 GP0266'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE
 GP0266'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4850.71 913+28.0 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0593 ***********************************************************************
 DA0593  DESIGNATION -  4856+32.25 1
 DA0593  PID         -  DA0593
 DA0593  STATE/COUNTY-  AZ/MARICOPA
 DA0593  USGS QUAD   -  SMURR (1973)
 DA0593
 DA0593                         *CURRENT SURVEY CONTROL
 DA0593  ___________________________________________________________________
 DA0593* NAD 83(1986)-  32 55 58.     (N)    112 47 38.     (W)     SCALED    
 DA0593* NAVD 88     -       220.955  (meters)     724.92   (feet)  ADJUSTED  
 DA0593  ___________________________________________________________________
 DA0593  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0593  DYNAMIC HT  -         220.698 (meters)     724.07  (feet)  COMP
 DA0593  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DA0593
 DA0593  VERT ORDER  -  FIRST     CLASS II
 DA0593
 DA0593.The horizontal coordinates were scaled from a topographic map and have
 DA0593.an estimated accuracy of +/- 6 seconds.
 DA0593
 DA0593.The orthometric height was determined by differential leveling
 DA0593.and adjusted by the National Geodetic Survey in June 1991..
 DA0593
 DA0593.The geoid height was determined by GEOID03.
 DA0593
 DA0593.The dynamic height is computed by dividing the NAVD 88
 DA0593.geopotential number by the normal gravity value computed on the
 DA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0593.degrees latitude (g = 980.6199 gals.).
 DA0593
 DA0593.The modeled gravity was interpolated from observed gravity values.
 DA0593
 DA0593;                    North         East    Units  Estimated Accuracy
 DA0593;SPC AZ C     -   214,640.      131,330.      MT  (+/- 180 meters Scaled)
 DA0593
 DA0593                          SUPERSEDED SURVEY CONTROL
 DA0593
 DA0593.No superseded survey control is available for this station.
 DA0593
 DA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322452(NAD 83)
 DA0593_MARKER: DD = SURVEY DISK
 DA0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0593_SP_SET: BRIDGE
 DA0593_STAMPING: 72327 + 4856 X 32.25 1938
 DA0593_MARK LOGO: AZHD  
 DA0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0593+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0593
 DA0593  HISTORY     - Date     Condition        Report By
 DA0593  HISTORY     - 1938     MONUMENTED       AZHD
 DA0593  HISTORY     - 1952     GOOD             NGS
 DA0593  HISTORY     - 1980     GOOD             NGS
 DA0593  HISTORY     - 1980     GOOD             NGS
 DA0593  HISTORY     - 20060128 GOOD             USPSQD
 DA0593  HISTORY     - 20060128 GOOD             USPSQD
 DA0593
 DA0593                          STATION DESCRIPTION
 DA0593
 DA0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0593'4.6 MI W FROM GILA BEND.
 DA0593'4.6 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0593'PACIFIC COMPANY RAILROAD WATER TANK AT GILA BEND, IN TOP OF THE SOUTH
 DA0593'GUARD RAIL OF A BRIDGE, 11.1 FEET WEST OF THE EAST END OF A BRIDGE,
 DA0593'11.3 FEET EAST OF THE WEST END OF A BRIDGE, 18.5 FEET SOUTH OF THE
 DA0593'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT HIGHER THAN THE ROAD.
 DA0593
 DA0593                          STATION RECOVERY (1980)
 DA0593
 DA0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0593'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0593'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0593'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE SOUTHWEST
 DA0593'CONCRETE HEADWALL OF A BRIDGE ON THE FRONTAGE ROAD (0LD U.S. HIGHWAY
 DA0593'80), 5.6 METERS (18.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DA0593'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0593
 DA0593                          STATION RECOVERY (1980)
 DA0593
 DA0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0593'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0593'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0593'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE SOUTHWEST
 DA0593'CONCRETE HEADWALL OF A BRIDGE ON THE FRONTAGE ROAD (0LD U.S. HIGHWAY
 DA0593'80), 5.6 METERS (18.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DA0593'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0593
 DA0593                          STATION RECOVERY (2006)
 DA0593
 DA0593'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0593'RECOVERED AS DESCRIBED.
 DA0593
 DA0593                          STATION RECOVERY (2006)
 DA0593
 DA0593'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0593'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0592 ***********************************************************************
 DA0592  DESIGNATION -  4856+32.25 2
 DA0592  PID         -  DA0592
 DA0592  STATE/COUNTY-  AZ/MARICOPA
 DA0592  USGS QUAD   -  SMURR (1973)
 DA0592
 DA0592                         *CURRENT SURVEY CONTROL
 DA0592  ___________________________________________________________________
 DA0592* NAD 83(1986)-  32 55 58.     (N)    112 47 39.     (W)     SCALED    
 DA0592* NAVD 88     -       220.965  (meters)     724.95   (feet)  ADJUSTED  
 DA0592  ___________________________________________________________________
 DA0592  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0592  DYNAMIC HT  -         220.707 (meters)     724.10  (feet)  COMP
 DA0592  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DA0592
 DA0592  VERT ORDER  -  FIRST     CLASS II
 DA0592
 DA0592.The horizontal coordinates were scaled from a topographic map and have
 DA0592.an estimated accuracy of +/- 6 seconds.
 DA0592
 DA0592.The orthometric height was determined by differential leveling
 DA0592.and adjusted by the National Geodetic Survey in June 1991..
 DA0592
 DA0592.The geoid height was determined by GEOID03.
 DA0592
 DA0592.The dynamic height is computed by dividing the NAVD 88
 DA0592.geopotential number by the normal gravity value computed on the
 DA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0592.degrees latitude (g = 980.6199 gals.).
 DA0592
 DA0592.The modeled gravity was interpolated from observed gravity values.
 DA0592
 DA0592;                    North         East    Units  Estimated Accuracy
 DA0592;SPC AZ C     -   214,640.      131,300.      MT  (+/- 180 meters Scaled)
 DA0592
 DA0592                          SUPERSEDED SURVEY CONTROL
 DA0592
 DA0592.No superseded survey control is available for this station.
 DA0592
 DA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322452(NAD 83)
 DA0592_MARKER: DD = SURVEY DISK
 DA0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0592_SP_SET: BRIDGE
 DA0592_STAMPING: 72327 4856 X 32.25 1938
 DA0592_MARK LOGO: AZHD  
 DA0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0592
 DA0592  HISTORY     - Date     Condition        Report By
 DA0592  HISTORY     - 1938     MONUMENTED       AZHD
 DA0592  HISTORY     - 1952     GOOD             NGS
 DA0592  HISTORY     - 1960     GOOD             NGS
 DA0592  HISTORY     - 1980     GOOD             NGS
 DA0592  HISTORY     - 1980     GOOD             NGS
 DA0592  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0592  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0592
 DA0592                          STATION DESCRIPTION
 DA0592
 DA0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0592'4.6 MILES W FROM GILA BEND.
 DA0592'4.6 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0592'PACIFIC COMPANY RAILROAD WATER TANK AT GILA BEND, IN A BRIDGE OVER A
 DA0592'LARGE WASH SET IN THE NORTH RAIL OF A BRIDGE, IN THE TOP OF THE NORTH
 DA0592'GUARD RAIL OF A BRIDGE, 11.2 FEET WEST OF THE EAST END OF A BRIDGE,
 DA0592'11.2 FEET EAST OF THE WEST END OF A BRIDGE, 19.2 FEET NORTH OF THE
 DA0592'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT HIGHER THAN THE ROAD. NOTE--
 DA0592'THE HIGHWAY MENTIONED IS NOW NOT IN USE.
 DA0592
 DA0592                          STATION RECOVERY (1960)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0592'RECOVERED IN GOOD CONDITION.
 DA0592
 DA0592                          STATION RECOVERY (1980)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0592'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0592'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0592'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE NORTHWEST
 DA0592'CONCRETE HEADWALL A SMALL BRIDGE ON THE FRONTAGE ROAD (OLD U.S.
 DA0592'HIGHWAY 80), 5.8 METERS (19.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0592'ROAD, 3.0 METERS (10.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0592'FENCE FOR INTERSTATE HIGHWAY 8.
 DA0592'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0592
 DA0592                          STATION RECOVERY (1980)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0592'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0592'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0592'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE NORTHWEST
 DA0592'CONCRETE HEADWALL A SMALL BRIDGE ON THE FRONTAGE ROAD (OLD U.S.
 DA0592'HIGHWAY 80), 5.8 METERS (19.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0592'ROAD, 3.0 METERS (10.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0592'FENCE FOR INTERSTATE HIGHWAY 8.
 DA0592'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0592
 DA0592                          STATION RECOVERY (2006)
 DA0592
 DA0592'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0592'MARK NOT FOUND
 DA0592
 DA0592                          STATION RECOVERY (2006)
 DA0592
 DA0592'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0101 ***********************************************************************
 FQ0101  DESIGNATION -  4865.08
 FQ0101  PID         -  FQ0101
 FQ0101  STATE/COUNTY-  AZ/NAVAJO
 FQ0101  USGS QUAD   -  WINSLOW (1986)
 FQ0101
 FQ0101                         *CURRENT SURVEY CONTROL
 FQ0101  ___________________________________________________________________
 FQ0101* NAD 83(1986)-  35 00 26.     (N)    110 39 12.     (W)     SCALED    
 FQ0101* NAVD 88     -      1483.840  (meters)    4868.23   (feet)  ADJUSTED  
 FQ0101  ___________________________________________________________________
 FQ0101  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0101  DYNAMIC HT  -        1481.875 (meters)    4861.78  (feet)  COMP
 FQ0101  MODELED GRAV-     979,258.9   (mgal)                       NAVD 88
 FQ0101
 FQ0101  VERT ORDER  -  FIRST     CLASS II
 FQ0101
 FQ0101.The horizontal coordinates were scaled from a topographic map and have
 FQ0101.an estimated accuracy of +/- 6 seconds.
 FQ0101
 FQ0101.The orthometric height was determined by differential leveling
 FQ0101.and adjusted by the National Geodetic Survey in June 1991..
 FQ0101
 FQ0101.The geoid height was determined by GEOID03.
 FQ0101
 FQ0101.The dynamic height is computed by dividing the NAVD 88
 FQ0101.geopotential number by the normal gravity value computed on the
 FQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0101.degrees latitude (g = 980.6199 gals.).
 FQ0101
 FQ0101.The modeled gravity was interpolated from observed gravity values.
 FQ0101
 FQ0101;                    North         East    Units  Estimated Accuracy
 FQ0101;SPC AZ E     -   444,480.      168,940.      MT  (+/- 180 meters Scaled)
 FQ0101
 FQ0101                          SUPERSEDED SURVEY CONTROL
 FQ0101
 FQ0101  NGVD 29 (??/??/92) 1483.091  (m)         4865.77   (f) ADJ UNCH    1 2
 FQ0101
 FQ0101.Superseded values are not recommended for survey control.
 FQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0101.See file dsdata.txt to determine how the superseded data were derived.
 FQ0101
 FQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD316738(NAD 83)
 FQ0101_MARKER: DD = SURVEY DISK
 FQ0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0101_SP_SET: BRIDGE
 FQ0101_STAMPING: 4856.08
 FQ0101_MARK LOGO: AZHD  
 FQ0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0101+STABILITY: POSITION/ELEVATION WELL
 FQ0101
 FQ0101  HISTORY     - Date     Condition        Report By
 FQ0101  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0101  HISTORY     - 1959     GOOD             NGS
 FQ0101  HISTORY     - 1983     GOOD             NGS
 FQ0101  HISTORY     - 20030730 GOOD             USPSQD
 FQ0101
 FQ0101                          STATION DESCRIPTION
 FQ0101
 FQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0101'2.85 MI E FROM WINSLOW.
 FQ0101'2.85 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0101'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0101'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN A CONCRETE BRIDGE OVER
 FQ0101'THE LITTLE COLORADO RIVER, 18 FEET EAST OF THE WEST END OF THE BRIDGE,
 FQ0101'AND 20 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 66.
 FQ0101
 FQ0101                          STATION RECOVERY (1983)
 FQ0101
 FQ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0101'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0101'THE EXCEPTION THAT THE HIGHWAY IS NOW STATE HIGHWAY 87.
 FQ0101
 FQ0101                          STATION RECOVERY (2003)
 FQ0101
 FQ0101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0101'DESIGNATION ERROR. 4865.08 STAMPED ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0569 ***********************************************************************
 ET0569  DESIGNATION -  4881 PRSCT
 ET0569  PID         -  ET0569
 ET0569  STATE/COUNTY-  AZ/YAVAPAI
 ET0569  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0569
 ET0569                         *CURRENT SURVEY CONTROL
 ET0569  ___________________________________________________________________
 ET0569* NAD 83(1986)-  34 54 55.     (N)    112 44 54.     (W)     SCALED    
 ET0569* NAVD 88     -      1490.81   (+/-2cm)    4891.1    (feet)  VERTCON   
 ET0569  ___________________________________________________________________
 ET0569  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0569
 ET0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0569
 ET0569.The horizontal coordinates were scaled from a topographic map and have
 ET0569.an estimated accuracy of +/- 6 seconds.
 ET0569
 ET0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0569.The vertical order pertains to the NGVD 29 superseded value.
 ET0569
 ET0569.The geoid height was determined by GEOID03.
 ET0569
 ET0569;                    North         East    Units  Estimated Accuracy
 ET0569;SPC AZ C     -   434,490.      137,370.      MT  (+/- 180 meters Scaled)
 ET0569
 ET0569                          SUPERSEDED SURVEY CONTROL
 ET0569
 ET0569  NGVD 29 (??/??/92) 1489.919  (m)         4888.18   (f) ADJ UNCH    2 0
 ET0569
 ET0569.Superseded values are not recommended for survey control.
 ET0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0569.See file dsdata.txt to determine how the superseded data were derived.
 ET0569
 ET0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD402650(NAD 83)
 ET0569_MARKER: P = PIPE CAP
 ET0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0569_STAMPING: 4881 PRSCT
 ET0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0569
 ET0569  HISTORY     - Date     Condition        Report By
 ET0569  HISTORY     - UNK      MONUMENTED       USGS
 ET0569  HISTORY     - 1941     GOOD             NGS
 ET0569
 ET0569                          STATION DESCRIPTION
 ET0569
 ET0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0569'7.3 MI SE FROM WALNUT CREEK RANGER STA.
 ET0569'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK STATION, 5.5
 ET0569'MILES SOUTHEAST ALONG THE ROAD TO SIMMONS, 0.5 MILE SOUTHEAST OF P
 ET0569'256, DESCRIBED ABOVE, 64 FEET NORTH OF THE NORTH EDGE OF A WASH, 36
 ET0569'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A CEDAR
 ET0569'TREE, AND ABOUT LEVEL WITH THE ROAD.  RIVETED ON THE TOP OF A 3-1/2
 ET0569'INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0101 ***********************************************************************
 ES0101  DESIGNATION -  4881.71
 ES0101  PID         -  ES0101
 ES0101  STATE/COUNTY-  AZ/NAVAJO
 ES0101  USGS QUAD   -  HOLBROOK (1986)
 ES0101
 ES0101                         *CURRENT SURVEY CONTROL
 ES0101  ___________________________________________________________________
 ES0101* NAD 83(1986)-  34 53 19.     (N)    110 08 53.     (W)     SCALED    
 ES0101* NAVD 88     -      1551.160  (meters)    5089.10   (feet)  ADJUSTED  
 ES0101  ___________________________________________________________________
 ES0101  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES0101  DYNAMIC HT  -        1549.028 (meters)    5082.10  (feet)  COMP
 ES0101  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 ES0101
 ES0101  VERT ORDER  -  SECOND    CLASS 0
 ES0101
 ES0101.The horizontal coordinates were scaled from a topographic map and have
 ES0101.an estimated accuracy of +/- 6 seconds.
 ES0101
 ES0101.The orthometric height was determined by differential leveling
 ES0101.and adjusted by the National Geodetic Survey in June 1991..
 ES0101
 ES0101.The geoid height was determined by GEOID03.
 ES0101
 ES0101.The dynamic height is computed by dividing the NAVD 88
 ES0101.geopotential number by the normal gravity value computed on the
 ES0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0101.degrees latitude (g = 980.6199 gals.).
 ES0101
 ES0101.The modeled gravity was interpolated from observed gravity values.
 ES0101
 ES0101;                    North         East    Units  Estimated Accuracy
 ES0101;SPC AZ E     -   431,220.      215,060.      MT  (+/- 180 meters Scaled)
 ES0101
 ES0101                          SUPERSEDED SURVEY CONTROL
 ES0101
 ES0101  NGVD 29 (??/??/92) 1550.346  (m)         5086.43   (f) ADJ UNCH    2 0
 ES0101
 ES0101.Superseded values are not recommended for survey control.
 ES0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0101.See file dsdata.txt to determine how the superseded data were derived.
 ES0101
 ES0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD778610(NAD 83)
 ES0101_MARKER: DD = SURVEY DISK
 ES0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0101_SP_SET: CULVERT
 ES0101_STAMPING: EL 4881.71
 ES0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0101
 ES0101  HISTORY     - Date     Condition        Report By
 ES0101  HISTORY     - UNK      MONUMENTED       AZHD
 ES0101  HISTORY     - 1934     GOOD             NGS
 ES0101  HISTORY     - 1959     GOOD             NGS
 ES0101
 ES0101                          STATION DESCRIPTION
 ES0101
 ES0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0101'1.6 MI SE FROM HOLBROOK.
 ES0101'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0101'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, AT A CULVERT,
 ES0101'AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL. AN
 ES0101'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL 4881.71.
 ES0101
 ES0101                          STATION RECOVERY (1959)
 ES0101
 ES0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0624 ***********************************************************************
 ES0624  DESIGNATION -  4885.47
 ES0624  PID         -  ES0624
 ES0624  STATE/COUNTY-  AZ/NAVAJO
 ES0624  USGS QUAD   -  HIBBARD (1970)
 ES0624
 ES0624                         *CURRENT SURVEY CONTROL
 ES0624  ___________________________________________________________________
 ES0624* NAD 83(1986)-  34 59 36.     (N)    110 34 46.     (W)     SCALED    
 ES0624* NAVD 88     -      1489.900  (meters)    4888.11   (feet)  ADJUSTED  
 ES0624  ___________________________________________________________________
 ES0624  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0624  DYNAMIC HT  -        1487.919 (meters)    4881.61  (feet)  COMP
 ES0624  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 ES0624
 ES0624  VERT ORDER  -  SECOND    CLASS 0
 ES0624
 ES0624.The horizontal coordinates were scaled from a topographic map and have
 ES0624.an estimated accuracy of +/- 6 seconds.
 ES0624
 ES0624.The orthometric height was determined by differential leveling
 ES0624.and adjusted by the National Geodetic Survey in June 1991..
 ES0624
 ES0624.The geoid height was determined by GEOID03.
 ES0624
 ES0624.The dynamic height is computed by dividing the NAVD 88
 ES0624.geopotential number by the normal gravity value computed on the
 ES0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0624.degrees latitude (g = 980.6199 gals.).
 ES0624
 ES0624.The modeled gravity was interpolated from observed gravity values.
 ES0624
 ES0624;                    North         East    Units  Estimated Accuracy
 ES0624;SPC AZ E     -   442,910.      175,680.      MT  (+/- 180 meters Scaled)
 ES0624
 ES0624                          SUPERSEDED SURVEY CONTROL
 ES0624
 ES0624  NGVD 29 (??/??/92) 1489.13   (m)         4885.6    (f) COMPUTED    2 0
 ES0624
 ES0624.Superseded values are not recommended for survey control.
 ES0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0624.See file dsdata.txt to determine how the superseded data were derived.
 ES0624
 ES0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD383723(NAD 83)
 ES0624_MARKER: DD = SURVEY DISK
 ES0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0624_SP_SET: BRIDGE
 ES0624_STAMPING: 4885.47 350 X 00 1958
 ES0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0624
 ES0624  HISTORY     - Date     Condition        Report By
 ES0624  HISTORY     - 1958     MONUMENTED       AZHD
 ES0624  HISTORY     - 1959     GOOD             NGS
 ES0624  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0624
 ES0624                          STATION DESCRIPTION
 ES0624
 ES0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0624'7.6 MI E FROM WINSLOW.
 ES0624'7.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0624'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0624'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN THE CENTER OF THE
 ES0624'HEADWALL IN A 14-FOOT CONCRETE BRIDGE, AND 21 FEET NORTH OF THE
 ES0624'CENTERLINE OF THE EASTBOUND LANE.
 ES0624
 ES0624                          STATION RECOVERY (1983)
 ES0624
 ES0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0109 ***********************************************************************
 FQ0109  DESIGNATION -  4887 X 31
 FQ0109  PID         -  FQ0109
 FQ0109  STATE/COUNTY-  AZ/NAVAJO
 FQ0109  USGS QUAD   -  RINCON RANCH (1986)
 FQ0109
 FQ0109                         *CURRENT SURVEY CONTROL
 FQ0109  ___________________________________________________________________
 FQ0109* NAD 83(1986)-  35 00 28.     (N)    110 36 23.     (W)     SCALED    
 FQ0109* NAVD 88     -      1490.442  (meters)    4889.89   (feet)  ADJUSTED  
 FQ0109  ___________________________________________________________________
 FQ0109  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0109  DYNAMIC HT  -        1488.462 (meters)    4883.40  (feet)  COMP
 FQ0109  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FQ0109
 FQ0109  VERT ORDER  -  SECOND    CLASS 0
 FQ0109
 FQ0109.The horizontal coordinates were scaled from a topographic map and have
 FQ0109.an estimated accuracy of +/- 6 seconds.
 FQ0109
 FQ0109.The orthometric height was determined by differential leveling
 FQ0109.and adjusted by the National Geodetic Survey in June 1991..
 FQ0109
 FQ0109.The geoid height was determined by GEOID03.
 FQ0109
 FQ0109.The dynamic height is computed by dividing the NAVD 88
 FQ0109.geopotential number by the normal gravity value computed on the
 FQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0109.degrees latitude (g = 980.6199 gals.).
 FQ0109
 FQ0109.The modeled gravity was interpolated from observed gravity values.
 FQ0109
 FQ0109;                    North         East    Units  Estimated Accuracy
 FQ0109;SPC AZ E     -   444,530.      173,230.      MT  (+/- 180 meters Scaled)
 FQ0109
 FQ0109                          SUPERSEDED SURVEY CONTROL
 FQ0109
 FQ0109  NGVD 29 (??/??/92) 1489.680  (m)         4887.39   (f) ADJ UNCH    2 0
 FQ0109
 FQ0109.Superseded values are not recommended for survey control.
 FQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0109.See file dsdata.txt to determine how the superseded data were derived.
 FQ0109
 FQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD359739(NAD 83)
 FQ0109_MARKER: DD = SURVEY DISK
 FQ0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0109_SP_SET: BRIDGE
 FQ0109_STAMPING: 4887 X 31 253 X 50 10 1958
 FQ0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0109
 FQ0109  HISTORY     - Date     Condition        Report By
 FQ0109  HISTORY     - 1958     MONUMENTED       AZHD
 FQ0109  HISTORY     - 1959     GOOD             NGS
 FQ0109  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0109
 FQ0109                          STATION DESCRIPTION
 FQ0109
 FQ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0109'5.75 MI E FROM WINSLOW.
 FQ0109'5.75 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0109'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0109'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN A LARGE CONCRETE BRIDGE
 FQ0109'16 FEET SOUTH OF EASTBOUND LANE, AND 10 FEET WEST OF THE EAST END OF
 FQ0109'THE BRIDGE.
 FQ0109
 FQ0109                          STATION RECOVERY (1983)
 FQ0109
 FQ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0039 ***********************************************************************
 ET0039  DESIGNATION -  4888
 ET0039  PID         -  ET0039
 ET0039  STATE/COUNTY-  AZ/YAVAPAI
 ET0039  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0039
 ET0039                         *CURRENT SURVEY CONTROL
 ET0039  ___________________________________________________________________
 ET0039* NAD 83(1986)-  34 41 45.     (N)    112 24 34.     (W)     SCALED    
 ET0039* NAVD 88     -      1493.126  (meters)    4898.70   (feet)  POSTED    
 ET0039  ___________________________________________________________________
 ET0039  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0039  DYNAMIC HT  -        1491.130 (meters)    4892.15  (feet)  COMP
 ET0039  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 ET0039
 ET0039  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0039
 ET0039.The horizontal coordinates were scaled from a topographic map and have
 ET0039.an estimated accuracy of +/- 6 seconds.
 ET0039
 ET0039.The orthometric height was determined by differential leveling
 ET0039.and adjusted by the National Geodetic Survey in November 2005..
 ET0039.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0039.rate of 0.0 thru 1.0 mm/km.
 ET0039
 ET0039.The geoid height was determined by GEOID03.
 ET0039
 ET0039.The dynamic height is computed by dividing the NAVD 88
 ET0039.geopotential number by the normal gravity value computed on the
 ET0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0039.degrees latitude (g = 980.6199 gals.).
 ET0039
 ET0039.The modeled gravity was interpolated from observed gravity values.
 ET0039
 ET0039;                    North         East    Units  Estimated Accuracy
 ET0039;SPC AZ C     -   409,950.      168,210.      MT  (+/- 180 meters Scaled)
 ET0039
 ET0039                          SUPERSEDED SURVEY CONTROL
 ET0039
 ET0039  NGVD 29 (??/??/92) 1492.326  (m)         4896.07   (f) ADJ UNCH    1 2
 ET0039
 ET0039.Superseded values are not recommended for survey control.
 ET0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0039.See file dsdata.txt to determine how the superseded data were derived.
 ET0039
 ET0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709402(NAD 83)
 ET0039_MARKER: P = PIPE CAP
 ET0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0039
 ET0039  HISTORY     - Date     Condition        Report By
 ET0039  HISTORY     - UNK      MONUMENTED       USGS
 ET0039  HISTORY     - 1968     GOOD             NGS
 ET0039
 ET0039                          STATION DESCRIPTION
 ET0039
 ET0039'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 ET0039'12.5 MI N FROM PRESCOTT.
 ET0039'IRON POST, AT GRANITE SIDING, 0.4 MILES NORTH OF MILEPOST 45, 100 FEET
 ET0039'NORTH OF STATION SIGN GRANITE, 75 FEET WEST OF RAILROAD CENTER-LINE.
 ET0039
 ET0039                          STATION RECOVERY (1968)
 ET0039
 ET0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ET0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1112 ***********************************************************************
 DA1112  DESIGNATION -  489
 DA1112  PID         -  DA1112
 DA1112  STATE/COUNTY-  AZ/YUMA
 DA1112  USGS QUAD   -  AZTEC HILLS (1982)
 DA1112
 DA1112                         *CURRENT SURVEY CONTROL
 DA1112  ___________________________________________________________________
 DA1112* NAD 83(1986)-  32 49 18.     (N)    113 27 27.     (W)     SCALED    
 DA1112* NAVD 88     -       149.51   (+/-2cm)     490.5    (feet)  VERTCON   
 DA1112  ___________________________________________________________________
 DA1112  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA1112
 DA1112  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1112
 DA1112.The horizontal coordinates were scaled from a topographic map and have
 DA1112.an estimated accuracy of +/- 6 seconds.
 DA1112
 DA1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1112.The vertical order pertains to the NGVD 29 superseded value.
 DA1112
 DA1112.The geoid height was determined by GEOID03.
 DA1112
 DA1112;                    North         East    Units  Estimated Accuracy
 DA1112;SPC AZ W     -   202,020.      240,750.      MT  (+/- 180 meters Scaled)
 DA1112
 DA1112                          SUPERSEDED SURVEY CONTROL
 DA1112
 DA1112  NGVD 29 (??/??/92)  148.963  (m)          488.72   (f) ADJ UNCH    1 2
 DA1112
 DA1112.Superseded values are not recommended for survey control.
 DA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1112.See file dsdata.txt to determine how the superseded data were derived.
 DA1112
 DA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB699341(NAD 83)
 DA1112_MARKER: DD = SURVEY DISK
 DA1112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1112+WITH SETTING: INTO GROUND
 DA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1112+STABILITY: SURFACE MOTION
 DA1112
 DA1112  HISTORY     - Date     Condition        Report By
 DA1112  HISTORY     - UNK      MONUMENTED       USGS
 DA1112  HISTORY     - 1952     GOOD             NGS
 DA1112  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1112  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1112
 DA1112                          STATION DESCRIPTION
 DA1112
 DA1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1112'0.7 MI W FROM AZTEC.
 DA1112'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1112'WATER TANK AT AZTEC, ABOUT 65 YARDS SOUTH OF THE CENTER OF AN S CURVE
 DA1112'IN THE HIGHWAY, 44.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 2
 DA1112'FEET WEST OF A TELEPHONE POLE, 2 FEET LOWER THAN THE TRACK, AND
 DA1112'RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE
 DA1112'GROUND.
 DA1112
 DA1112                          STATION RECOVERY (1980)
 DA1112
 DA1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1112'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1112'GRADED, MARK BELIEVED DESTROYED.
 DA1112
 DA1112                          STATION RECOVERY (1980)
 DA1112
 DA1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1112'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1112'GRADED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0330 ***********************************************************************
 DU0330  DESIGNATION -  4891.79
 DU0330  PID         -  DU0330
 DU0330  STATE/COUNTY-  AZ/GILA
 DU0330  USGS QUAD   -  CHROME BUTTE (1966)
 DU0330
 DU0330                         *CURRENT SURVEY CONTROL
 DU0330  ___________________________________________________________________
 DU0330* NAD 83(1986)-  33 31 30.     (N)    110 42 41.     (W)     SCALED    
 DU0330* NAVD 88     -      1491.243  (meters)    4892.52   (feet)  ADJUSTED  
 DU0330  ___________________________________________________________________
 DU0330  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DU0330  DYNAMIC HT  -        1489.118 (meters)    4885.55  (feet)  COMP
 DU0330  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 DU0330
 DU0330  VERT ORDER  -  SECOND    CLASS 0
 DU0330
 DU0330.The horizontal coordinates were scaled from a topographic map and have
 DU0330.an estimated accuracy of +/- 6 seconds.
 DU0330
 DU0330.The orthometric height was determined by differential leveling
 DU0330.and adjusted by the National Geodetic Survey in June 1991..
 DU0330
 DU0330.The geoid height was determined by GEOID03.
 DU0330
 DU0330.The dynamic height is computed by dividing the NAVD 88
 DU0330.geopotential number by the normal gravity value computed on the
 DU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0330.degrees latitude (g = 980.6199 gals.).
 DU0330
 DU0330.The modeled gravity was interpolated from observed gravity values.
 DU0330
 DU0330;                    North         East    Units  Estimated Accuracy
 DU0330;SPC AZ E     -   280,110.      162,760.      MT  (+/- 180 meters Scaled)
 DU0330
 DU0330                          SUPERSEDED SURVEY CONTROL
 DU0330
 DU0330  NGVD 29 (??/??/92) 1490.527  (m)         4890.17   (f) ADJ UNCH    2 0
 DU0330
 DU0330.Superseded values are not recommended for survey control.
 DU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0330.See file dsdata.txt to determine how the superseded data were derived.
 DU0330
 DU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC268095(NAD 83)
 DU0330_MARKER: DD = SURVEY DISK
 DU0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0330_SP_SET: CULVERT
 DU0330_STAMPING: STA 625+25 EL 4891.79
 DU0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0330
 DU0330  HISTORY     - Date     Condition        Report By
 DU0330  HISTORY     - UNK      MONUMENTED       AZHD
 DU0330  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0330
 DU0330                          STATION DESCRIPTION
 DU0330
 DU0330'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0330'13.0 MI NE FROM GLOBE.
 DU0330'13.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0330'THE TOP OF THE CENTER OF A CONCRETE CULVERT, 15 FEET WEST OF THE
 DU0330'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY. NOTE--
 DU0330'THERE WERE TWO CULVERTS NEAR THE AREA WHERE THE BM WAS DESCRIBED AS
 DU0330'BEING LOCATED. HOWEVER, THE BM WAS NOT LOCATED IN EITHER ONE OF THESE
 DU0330'CULVERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1759 ***********************************************************************
 DU1759  DESIGNATION -  489+99.05
 DU1759  PID         -  DU1759
 DU1759  STATE/COUNTY-  AZ/MARICOPA
 DU1759  USGS QUAD   -  CURRYS CORNER (1982)
 DU1759
 DU1759                         *CURRENT SURVEY CONTROL
 DU1759  ___________________________________________________________________
 DU1759* NAD 83(1986)-  33 38 11.     (N)    111 55 06.     (W)     SCALED    
 DU1759* NAVD 88     -       461.580  (meters)    1514.37   (feet)  ADJUSTED  
 DU1759  ___________________________________________________________________
 DU1759  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1759  DYNAMIC HT  -         461.032 (meters)    1512.57  (feet)  COMP
 DU1759  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 DU1759
 DU1759  VERT ORDER  -  SECOND    CLASS I
 DU1759
 DU1759.The horizontal coordinates were scaled from a topographic map and have
 DU1759.an estimated accuracy of +/- 6 seconds.
 DU1759
 DU1759.The orthometric height was determined by differential leveling
 DU1759.and adjusted by the National Geodetic Survey in November 1993..
 DU1759
 DU1759.The geoid height was determined by GEOID03.
 DU1759
 DU1759.The dynamic height is computed by dividing the NAVD 88
 DU1759.geopotential number by the normal gravity value computed on the
 DU1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1759.degrees latitude (g = 980.6199 gals.).
 DU1759
 DU1759.The modeled gravity was interpolated from observed gravity values.
 DU1759
 DU1759;                    North         East    Units  Estimated Accuracy
 DU1759;SPC AZ C     -   292,330.      213,210.      MT  (+/- 180 meters Scaled)
 DU1759
 DU1759                          SUPERSEDED SURVEY CONTROL
 DU1759
 DU1759.No superseded survey control is available for this station.
 DU1759
 DU1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC148222(NAD 83)
 DU1759_MARKER: DD = SURVEY DISK
 DU1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1759_SP_SET: CONCRETE POST
 DU1759_STAMPING: 489+99.05
 DU1759_MARK LOGO: BOR   
 DU1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1759+STABILITY: SURFACE MOTION
 DU1759
 DU1759  HISTORY     - Date     Condition        Report By
 DU1759  HISTORY     - UNK      MONUMENTED       BOR
 DU1759  HISTORY     - 1984     GOOD             AZDT
 DU1759  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1759
 DU1759                          STATION DESCRIPTION
 DU1759
 DU1759'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1759'IN PHOENIX.
 DU1759'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1759'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1759'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1759'FENCE OF THE CANAL FOR 11.79 KM (7.32 MI) TO THE MARK, 17.68 METERS
 DU1759'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1759'20.635 METERS (67.7 FT) EAST OF POWER POLE PS 1777967, AND
 DU1759'64.01 METERS (210.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1759
 DU1759                          STATION RECOVERY (2004)
 DU1759
 DU1759'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0840 ***********************************************************************
 FQ0840  DESIGNATION -  49 BKC
 FQ0840  PID         -  FQ0840
 FQ0840  STATE/COUNTY-  AZ/COCONINO
 FQ0840  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0840
 FQ0840                         *CURRENT SURVEY CONTROL
 FQ0840  ___________________________________________________________________
 FQ0840* NAD 83(1986)-  35 33 01.     (N)    110 59 39.     (W)     SCALED    
 FQ0840* NAVD 88     -      1465.967  (meters)    4809.59   (feet)  POSTED    
 FQ0840  ___________________________________________________________________
 FQ0840  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0840  DYNAMIC HT  -        1464.100 (meters)    4803.47  (feet)  COMP
 FQ0840  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 FQ0840
 FQ0840  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0840
 FQ0840.The horizontal coordinates were scaled from a topographic map and have
 FQ0840.an estimated accuracy of +/- 6 seconds.
 FQ0840
 FQ0840.The orthometric height was determined by differential leveling
 FQ0840.and adjusted by the National Geodetic Survey in 1992..
 FQ0840.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0840.rate of 0.0 thru 1.0 mm/km.
 FQ0840
 FQ0840.The geoid height was determined by GEOID03.
 FQ0840
 FQ0840.The dynamic height is computed by dividing the NAVD 88
 FQ0840.geopotential number by the normal gravity value computed on the
 FQ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0840.degrees latitude (g = 980.6199 gals.).
 FQ0840
 FQ0840.The modeled gravity was interpolated from observed gravity values.
 FQ0840
 FQ0840;                    North         East    Units  Estimated Accuracy
 FQ0840;SPC AZ C     -   505,010.      297,000.      MT  (+/- 180 meters Scaled)
 FQ0840
 FQ0840                          SUPERSEDED SURVEY CONTROL
 FQ0840
 FQ0840  NGVD 29 (??/??/92) 1465.23   (m)         4807.2    (f) COMPUTED    2 2
 FQ0840
 FQ0840.Superseded values are not recommended for survey control.
 FQ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0840.See file dsdata.txt to determine how the superseded data were derived.
 FQ0840
 FQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE005340(NAD 83)
 FQ0840_MARKER: DB = BENCH MARK DISK
 FQ0840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0840_SP_SET: COPPER-CLAD STEEL ROD
 FQ0840_STAMPING: 49 BKC 1968
 FQ0840_MARK LOGO: USGS  
 FQ0840_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0840+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0840
 FQ0840  HISTORY     - Date     Condition        Report By
 FQ0840  HISTORY     - 1968     MONUMENTED       USGS
 FQ0840
 FQ0840                          STATION DESCRIPTION
 FQ0840
 FQ0840'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0840'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0840'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0840'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0840'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0840'THENCE 1.6 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A ROAD
 FQ0840'FORK, 83 FEET WEST OF THE END OF AN EARTH DAM, 39 FEET NORTH AND 54
 FQ0840'FEET WEST OF THE CENTER OF THE INTERSECTION.  A COPPER-CLAD STEEL ROD
 FQ0840'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0999 ***********************************************************************
 FR0999  DESIGNATION -  49 EMH
 FR0999  PID         -  FR0999
 FR0999  STATE/COUNTY-  AZ/YAVAPAI
 FR0999  USGS QUAD   -  CROOKTON (1973)
 FR0999
 FR0999                         *CURRENT SURVEY CONTROL
 FR0999  ___________________________________________________________________
 FR0999* NAD 83(1986)-  35 17 52.     (N)    112 41 46.     (W)     SCALED    
 FR0999* NAVD 88     -      1728.338  (meters)    5670.39   (feet)  POSTED    
 FR0999  ___________________________________________________________________
 FR0999  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FR0999  DYNAMIC HT  -        1726.010 (meters)    5662.75  (feet)  COMP
 FR0999  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 FR0999
 FR0999  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0999
 FR0999.The horizontal coordinates were scaled from a topographic map and have
 FR0999.an estimated accuracy of +/- 6 seconds.
 FR0999
 FR0999.The orthometric height was determined by differential leveling
 FR0999.and adjusted by the National Geodetic Survey in 1992..
 FR0999.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0999.rate of 0.0 thru 1.0 mm/km.
 FR0999
 FR0999.The geoid height was determined by GEOID03.
 FR0999
 FR0999.The dynamic height is computed by dividing the NAVD 88
 FR0999.geopotential number by the normal gravity value computed on the
 FR0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0999.degrees latitude (g = 980.6199 gals.).
 FR0999
 FR0999.The modeled gravity was interpolated from observed gravity values.
 FR0999
 FR0999;                    North         East    Units  Estimated Accuracy
 FR0999;SPC AZ C     -   476,890.      142,470.      MT  (+/- 180 meters Scaled)
 FR0999
 FR0999                          SUPERSEDED SURVEY CONTROL
 FR0999
 FR0999  NGVD 29 (??/??/92) 1727.40   (m)         5667.3    (f) COMPUTED    2 2
 FR0999
 FR0999.Superseded values are not recommended for survey control.
 FR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0999.See file dsdata.txt to determine how the superseded data were derived.
 FR0999
 FR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE457073(NAD 83)
 FR0999_MARKER: DB = BENCH MARK DISK
 FR0999_SETTING: 80 = SET IN A BOULDER
 FR0999_SP_SET: BOULDER
 FR0999_STAMPING: 49 EMH 1973 5667
 FR0999_MARK LOGO: USGS  
 FR0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0999+STABILITY: SURFACE MOTION
 FR0999
 FR0999  HISTORY     - Date     Condition        Report By
 FR0999  HISTORY     - 1973     MONUMENTED       USGS
 FR0999
 FR0999                          STATION DESCRIPTION
 FR0999
 FR0999'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0999'20.0 KM (12.40 MI) ENE FROM SELIGMAN.
 FR0999'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR0999'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR0999'THENCE 0.6 MILES ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF THE AT+SF
 FR0999'RAILROAD, 0.1 MILE EAST OF THE JUNCTION WITH THE OLD OLD RAILROAD
 FR0999'GRADE, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET SOUTH OF
 FR0999'A FENCE, SET IN A BOULDER PROJECTING 1 FOOT.
 FR0999'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0641 ***********************************************************************
 FP0641  DESIGNATION -  49 HLS
 FP0641  PID         -  FP0641
 FP0641  STATE/COUNTY-  AZ/APACHE
 FP0641  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0641
 FP0641                         *CURRENT SURVEY CONTROL
 FP0641  ___________________________________________________________________
 FP0641* NAD 83(1986)-  35 31 10.     (N)    109 31 36.     (W)     SCALED    
 FP0641* NAVD 88     -      1994.875  (meters)    6544.85   (feet)  ADJUSTED  
 FP0641  ___________________________________________________________________
 FP0641  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FP0641  DYNAMIC HT  -        1992.104 (meters)    6535.76  (feet)  COMP
 FP0641  MODELED GRAV-     979,173.2   (mgal)                       NAVD 88
 FP0641
 FP0641  VERT ORDER  -  SECOND    CLASS II
 FP0641
 FP0641.The horizontal coordinates were scaled from a topographic map and have
 FP0641.an estimated accuracy of +/- 6 seconds.
 FP0641
 FP0641.The orthometric height was determined by differential leveling
 FP0641.and adjusted by the National Geodetic Survey in June 1991..
 FP0641
 FP0641.The geoid height was determined by GEOID03.
 FP0641
 FP0641.The dynamic height is computed by dividing the NAVD 88
 FP0641.geopotential number by the normal gravity value computed on the
 FP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0641.degrees latitude (g = 980.6199 gals.).
 FP0641
 FP0641.The modeled gravity was interpolated from observed gravity values.
 FP0641
 FP0641;                    North         East    Units  Estimated Accuracy
 FP0641;SPC AZ E     -   501,390.      271,410.      MT  (+/- 180 meters Scaled)
 FP0641
 FP0641                          SUPERSEDED SURVEY CONTROL
 FP0641
 FP0641.No superseded survey control is available for this station.
 FP0641
 FP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335316(NAD 83)
 FP0641_MARKER: DB = BENCH MARK DISK
 FP0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0641_SP_SET: COPPER-CLAD STEEL ROD
 FP0641_STAMPING: 49 HLS 1970 6541
 FP0641_MARK LOGO: USGS  
 FP0641_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0641+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0641
 FP0641  HISTORY     - Date     Condition        Report By
 FP0641  HISTORY     - 1970     MONUMENTED       USGS
 FP0641
 FP0641                          STATION DESCRIPTION
 FP0641
 FP0641'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0641'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0641'OFFICE AT GANADO, ARIZONA), PROCEED 1.3 MILES NORTH ALONG STATE
 FP0641'HIGHWAY 63, 93 FEET WEST OF THE HIGHWAY, 25 FEET NORTH OF WOODEN
 FP0641'POWER POLE 126, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0641'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0694 ***********************************************************************
 CY0694  DESIGNATION -  490 X 30
 CY0694  PID         -  CY0694
 CY0694  STATE/COUNTY-  AZ/GRAHAM
 CY0694  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0694
 CY0694                         *CURRENT SURVEY CONTROL
 CY0694  ___________________________________________________________________
 CY0694* NAD 83(1986)-  32 33 29.     (N)    109 40 44.     (W)     SCALED    
 CY0694* NAVD 88     -      1259.704  (meters)    4132.88   (feet)  ADJUSTED  
 CY0694  ___________________________________________________________________
 CY0694  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0694  DYNAMIC HT  -        1257.873 (meters)    4126.87  (feet)  COMP
 CY0694  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 CY0694
 CY0694  VERT ORDER  -  FIRST     CLASS II
 CY0694
 CY0694.The horizontal coordinates were scaled from a topographic map and have
 CY0694.an estimated accuracy of +/- 6 seconds.
 CY0694
 CY0694.The orthometric height was determined by differential leveling
 CY0694.and adjusted by the National Geodetic Survey in June 1991..
 CY0694
 CY0694.The geoid height was determined by GEOID03.
 CY0694
 CY0694.The dynamic height is computed by dividing the NAVD 88
 CY0694.geopotential number by the normal gravity value computed on the
 CY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0694.degrees latitude (g = 980.6199 gals.).
 CY0694
 CY0694.The modeled gravity was interpolated from observed gravity values.
 CY0694
 CY0694;                    North         East    Units  Estimated Accuracy
 CY0694;SPC AZ E     -   172,850.      259,170.      MT  (+/- 180 meters Scaled)
 CY0694
 CY0694                          SUPERSEDED SURVEY CONTROL
 CY0694
 CY0694.No superseded survey control is available for this station.
 CY0694
 CY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB240030(NAD 83)
 CY0694_MARKER: DB = BENCH MARK DISK
 CY0694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0694_SP_SET: CONCRETE BOX CULVERT
 CY0694_STAMPING: ELEV 4129-23 STA 490 X 30 1941
 CY0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0694+STABILITY: SURFACE MOTION
 CY0694
 CY0694  HISTORY     - Date     Condition        Report By
 CY0694  HISTORY     - 1941     MONUMENTED       AZHD
 CY0694  HISTORY     - 1979     GOOD             NGS
 CY0694
 CY0694                          STATION DESCRIPTION
 CY0694
 CY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0694'19.3 MI SOUTH FROM SAFFORD.
 CY0694'19.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0694'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF MILE POST 102, SET IN TOP OF
 CY0694'THE CENTER OF THE WEST HEADWALL OF A 4- BY 5-FOOT CONCRETE BOX
 CY0694'CULVERT UNDER THE HIGHWAY, 16.5 FEET WEST OF THE CENTERLINE OF THE
 CY0694'HIGHWAY.
 CY0694'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0792 ***********************************************************************
 CZ0792  DESIGNATION -  491+31.25
 CZ0792  PID         -  CZ0792
 CZ0792  STATE/COUNTY-  AZ/PIMA
 CZ0792  USGS QUAD   -  THREE POINTS (1992)
 CZ0792
 CZ0792                         *CURRENT SURVEY CONTROL
 CZ0792  ___________________________________________________________________
 CZ0792* NAD 83(1986)-  32 06 03.     (N)    111 15 09.     (W)     SCALED    
 CZ0792* NAVD 88     -       759.95   (+/-2cm)    2493.3    (feet)  VERTCON   
 CZ0792  ___________________________________________________________________
 CZ0792  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0792
 CZ0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0792
 CZ0792.The horizontal coordinates were scaled from a topographic map and have
 CZ0792.an estimated accuracy of +/- 6 seconds.
 CZ0792
 CZ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0792.The vertical order pertains to the NGVD 29 superseded value.
 CZ0792
 CZ0792.The geoid height was determined by GEOID03.
 CZ0792
 CZ0792;                    North         East    Units  Estimated Accuracy
 CZ0792;SPC AZ C     -   122,240.      276,050.      MT  (+/- 180 meters Scaled)
 CZ0792
 CZ0792                          SUPERSEDED SURVEY CONTROL
 CZ0792
 CZ0792  NGVD 29 (??/??/92)  759.264  (m)         2491.02   (f) ADJ UNCH    2 0
 CZ0792
 CZ0792.Superseded values are not recommended for survey control.
 CZ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0792.See file dsdata.txt to determine how the superseded data were derived.
 CZ0792
 CZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA761516(NAD 83)
 CZ0792_MARKER: DD = SURVEY DISK
 CZ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0792_SP_SET: CULVERT
 CZ0792_STAMPING: 491+31.25 2491.95
 CZ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0792
 CZ0792  HISTORY     - Date     Condition        Report By
 CZ0792  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0792  HISTORY     - 1951     GOOD             NGS
 CZ0792  HISTORY     - 1962     GOOD             NGS
 CZ0792
 CZ0792                          STATION DESCRIPTION
 CZ0792
 CZ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0792'18.2 MI SW FROM TUCSON.
 CZ0792'18.2 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0792'STATE HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0792'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 14 FEET NORTHWEST OF THE
 CZ0792'CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0792
 CZ0792                          STATION RECOVERY (1962)
 CZ0792
 CZ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0192 ***********************************************************************
 CF0192  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0192  DESIGNATION -  4922
 CF0192  PID         -  CF0192
 CF0192  STATE/COUNTY-  AZ/COCHISE
 CF0192  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0192
 CF0192                         *CURRENT SURVEY CONTROL
 CF0192  ___________________________________________________________________
 CF0192* NAD 83(1992)-  31 44 01.14726(N)    109 49 48.10524(W)     ADJUSTED  
 CF0192* NAVD 88     -      1500.62   (meters)    4923.3    (feet)  GPS OBS   
 CF0192  ___________________________________________________________________
 CF0192  X           -  -1,842,330.843 (meters)                     COMP
 CF0192  Y           -  -5,108,867.863 (meters)                     COMP
 CF0192  Z           -   3,336,123.950 (meters)                     COMP
 CF0192  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CF0192  ELLIP HEIGHT-        1473.34  (meters)          (03/22/05) GPS OBS
 CF0192  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0192
 CF0192  HORZ ORDER  -  A
 CF0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0192  ELLP ORDER  -  FOURTH    CLASS I
 CF0192
 CF0192.The horizontal coordinates were established by GPS observations
 CF0192.and adjusted by the National Geodetic Survey in March 2005..
 CF0192
 CF0192.The orthometric height was determined by GPS observations and a
 CF0192.high-resolution geoid model using precise GPS observation and
 CF0192.processing techniques.
 CF0192.The vertical order pertains to the NGVD 29 superseded value.
 CF0192
 CF0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0192
 CF0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0192
 CF0192.The ellipsoidal height was determined by GPS observations
 CF0192.and is referenced to NAD 83.
 CF0192
 CF0192.The geoid height was determined by GEOID03.
 CF0192
 CF0192;                    North         East     Units Scale Factor Converg.
 CF0192;SPC AZ E     -    81,385.406   245,258.433   MT  0.99991255   +0 10 37.4
 CF0192;SPC AZ E     -   267,012.49    804,653.65   iFT  0.99991255   +0 10 37.4
 CF0192;UTM  12      - 3,511,508.880   610,831.724   MT  0.99975150   +0 36 55.6
 CF0192
 CF0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0192!SPC AZ E     -   0.99976871  x   0.99991255  =   0.99968128
 CF0192!UTM  12      -   0.99976871  x   0.99975150  =   0.99952026
 CF0192
 CF0192                          SUPERSEDED SURVEY CONTROL
 CF0192
 CF0192  NGVD 29 (??/??/92) 1500.468  (m)         4922.79   (f) ADJ UNCH    2 0
 CF0192
 CF0192.Superseded values are not recommended for survey control.
 CF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0192.See file dsdata.txt to determine how the superseded data were derived.
 CF0192
 CF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1083211509(NAD 83)
 CF0192_MARKER: DD = SURVEY DISK
 CF0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0192_SP_SET: BUILDING FOUNDATION
 CF0192_STAMPING: 4922
 CF0192_MARK LOGO: USGS  
 CF0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0192+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0192
 CF0192  HISTORY     - Date     Condition        Report By
 CF0192  HISTORY     - UNK      MONUMENTED       USGS
 CF0192  HISTORY     - 1934     GOOD             NGS
 CF0192  HISTORY     - 20031030 GOOD             AZ-003
 CF0192
 CF0192                          STATION DESCRIPTION
 CF0192
 CF0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0192'IN GLEASON.
 CF0192'AT GLEASON, COCHISE COUNTY, AT THE WHITE STONE BUILDING FORMERLY
 CF0192'OCCUPIED BY THE A.B. TAYLOR STORE, 30 FEET EAST OF THE CENTERLINE OF
 CF0192'THE STREET, IN THE WALL OF THE BUILDING, 25 FEET NORTH OF THE CENTER
 CF0192'OF THE ENTRANCE, AND 1 FOOT SOUTH OF THE NORTH CORNER.  A UNITED
 CF0192'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4922 AND SET
 CF0192'VERTICALLY.
 CF0192
 CF0192                          STATION RECOVERY (2003)
 CF0192
 CF0192'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (LS)
 CF0192'NOTE THAT ORIGINAL DESCRIPTION IS INCORRECT.  STATION IS SET IN A
 CF0192'CONCRETE STRUCTURE  THAT WAS ONCE PART OF A BUILDING, RATHER THAN
 CF0192'VERTICALLY IN A WALL OF THE BUILDING.  BUILDING HAS BEEN DESTROYED,
 CF0192'BUT FOUNDATION AND STATION REMAIN.
 CF0192' 
 CF0192'NOTE--PUBLISHED ELEVATION IS OVER 2 FEET HIGHER THAN GPS DERIVED
 CF0192'ELEVATION. CAUTION  SHOULD BE TAKEN AS IT IS POSSIBLE THAT THE MARK
 CF0192'WAS RESET IN THE BUILDING FOUNDATION  DURING ITS DESTRUCTION, RATHER
 CF0192'THAN ASSUMING THE ORIGINAL DESCRIPTION WAS INCORRECT.  NO MENTION BY
 CF0192'THE RECOVERY PARTY WAS GIVEN TO VERIFY, IF POSSIBLE, THE DISTANCE
 CF0192'MEASUREMENTS FROM THE ORIGINAL DESCRIPTION. (S. F. HOLDORFF-NGS, 2005)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0083 ***********************************************************************
 FR0083  DESIGNATION -  4925
 FR0083  PID         -  FR0083
 FR0083  STATE/COUNTY-  AZ/YAVAPAI
 FR0083  USGS QUAD   -  MEATH SPRING (1979)
 FR0083
 FR0083                         *CURRENT SURVEY CONTROL
 FR0083  ___________________________________________________________________
 FR0083* NAD 83(1986)-  35 02 53.     (N)    112 23 54.     (W)     SCALED    
 FR0083* NAVD 88     -      1501.81   (+/-2cm)    4927.2    (feet)  VERTCON   
 FR0083  ___________________________________________________________________
 FR0083  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FR0083
 FR0083  VERT ORDER  -  ? (See Below)
 FR0083
 FR0083.The horizontal coordinates were scaled from a topographic map and have
 FR0083.an estimated accuracy of +/- 6 seconds.
 FR0083
 FR0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0083.The vertical order pertains to the NGVD 29 superseded value.
 FR0083
 FR0083.The geoid height was determined by GEOID03.
 FR0083
 FR0083;                    North         East    Units  Estimated Accuracy
 FR0083;SPC AZ C     -   449,010.      169,420.      MT  (+/- 180 meters Scaled)
 FR0083
 FR0083                          SUPERSEDED SURVEY CONTROL
 FR0083
 FR0083  NGVD 29 (??/??/92) 1500.978  (m)         4924.46   (f) ADJ UNCH    ?  
 FR0083
 FR0083.Superseded values are not recommended for survey control.
 FR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0083.See file dsdata.txt to determine how the superseded data were derived.
 FR0083
 FR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD724792(NAD 83)
 FR0083_MARKER: P = PIPE CAP
 FR0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0083
 FR0083  HISTORY     - Date     Condition        Report By
 FR0083  HISTORY     - UNK      MONUMENTED       USGS
 FR0083  HISTORY     - 1932     GOOD             NGS
 FR0083
 FR0083                          STATION DESCRIPTION
 FR0083
 FR0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0083'0.25 MI S FROM ROCK BUTTE.
 FR0083'0.25 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0083'ROCK BUTTE SIDING, YAVAPAI COUNTY, 3 FEET NORTH OF MILEPOST 16, AT A
 FR0083'ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A UNITED STATES
 FR0083'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 FR0083'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0019 ***********************************************************************
 CZ0019  DESIGNATION -  4928.25
 CZ0019  PID         -  CZ0019
 CZ0019  STATE/COUNTY-  AZ/COCHISE
 CZ0019  USGS QUAD   -  DRAGOON (1995)
 CZ0019
 CZ0019                         *CURRENT SURVEY CONTROL
 CZ0019  ___________________________________________________________________
 CZ0019* NAD 83(1986)-  32 04 00.     (N)    110 04 14.     (W)     SCALED    
 CZ0019* NAVD 88     -      1502.75   (+/-2cm)    4930.3    (feet)  VERTCON   
 CZ0019  ___________________________________________________________________
 CZ0019  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CZ0019
 CZ0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0019
 CZ0019.The horizontal coordinates were scaled from a topographic map and have
 CZ0019.an estimated accuracy of +/- 6 seconds.
 CZ0019
 CZ0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0019.The vertical order pertains to the NGVD 29 superseded value.
 CZ0019
 CZ0019.The geoid height was determined by GEOID03.
 CZ0019
 CZ0019;                    North         East    Units  Estimated Accuracy
 CZ0019;SPC AZ E     -   118,260.      222,430.      MT  (+/- 180 meters Scaled)
 CZ0019
 CZ0019                          SUPERSEDED SURVEY CONTROL
 CZ0019
 CZ0019  NGVD 29 (??/??/92) 1501.862  (m)         4927.36   (f) ADJ UNCH    2 0
 CZ0019
 CZ0019.Superseded values are not recommended for survey control.
 CZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0019.See file dsdata.txt to determine how the superseded data were derived.
 CZ0019
 CZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA877482(NAD 83)
 CZ0019_MARKER: DD = SURVEY DISK
 CZ0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0019_SP_SET: HEADWALL
 CZ0019_STAMPING: 4928.25 818+19.40 1957
 CZ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0019
 CZ0019  HISTORY     - Date     Condition        Report By
 CZ0019  HISTORY     - 1957     MONUMENTED       AZHD
 CZ0019  HISTORY     - 1960     GOOD             NGS
 CZ0019  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0019
 CZ0019                          STATION DESCRIPTION
 CZ0019
 CZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0019'16.35 MI E FROM BENSON.
 CZ0019'16.35 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0019'HIGHWAY 86, 0.2 MILE WEST OF MILEPOST 309, ABOUT 0.2 MILE NORTHEAST OF
 CZ0019'THE TEXAS SUMMIT, 31 FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0019'TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST
 CZ0019'HEADWALL, ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 CZ0019
 CZ0019                          STATION RECOVERY (1979)
 CZ0019
 CZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0019'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0044 ***********************************************************************
 ES0044  DESIGNATION -  4932.92
 ES0044  PID         -  ES0044
 ES0044  STATE/COUNTY-  AZ/NAVAJO
 ES0044  USGS QUAD   -  APACHE BUTTE (1986)
 ES0044
 ES0044                         *CURRENT SURVEY CONTROL
 ES0044  ___________________________________________________________________
 ES0044* NAD 83(1986)-  34 58 16.     (N)    110 28 48.     (W)     SCALED    
 ES0044* NAVD 88     -      1504.688  (meters)    4936.63   (feet)  ADJUSTED  
 ES0044  ___________________________________________________________________
 ES0044  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0044  DYNAMIC HT  -        1502.671 (meters)    4930.01  (feet)  COMP
 ES0044  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 ES0044
 ES0044  VERT ORDER  -  FIRST     CLASS II
 ES0044
 ES0044.The horizontal coordinates were scaled from a topographic map and have
 ES0044.an estimated accuracy of +/- 6 seconds.
 ES0044
 ES0044.The orthometric height was determined by differential leveling
 ES0044.and adjusted by the National Geodetic Survey in June 1991..
 ES0044
 ES0044.The geoid height was determined by GEOID03.
 ES0044
 ES0044.The dynamic height is computed by dividing the NAVD 88
 ES0044.geopotential number by the normal gravity value computed on the
 ES0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0044.degrees latitude (g = 980.6199 gals.).
 ES0044
 ES0044.The modeled gravity was interpolated from observed gravity values.
 ES0044
 ES0044;                    North         East    Units  Estimated Accuracy
 ES0044;SPC AZ E     -   440,410.      184,750.      MT  (+/- 180 meters Scaled)
 ES0044
 ES0044                          SUPERSEDED SURVEY CONTROL
 ES0044
 ES0044  NGVD 29 (??/??/92) 1503.916  (m)         4934.10   (f) ADJ UNCH    1 2
 ES0044
 ES0044.Superseded values are not recommended for survey control.
 ES0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0044.See file dsdata.txt to determine how the superseded data were derived.
 ES0044
 ES0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD474699(NAD 83)
 ES0044_MARKER: DD = SURVEY DISK
 ES0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0044_SP_SET: CULVERT
 ES0044_STAMPING: 4932.92 1938 + 19 1932
 ES0044_MARK LOGO: AZHD  
 ES0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0044
 ES0044  HISTORY     - Date     Condition        Report By
 ES0044  HISTORY     - 1938     MONUMENTED       AZHD
 ES0044  HISTORY     - 1959     GOOD             NGS
 ES0044  HISTORY     - 1983     GOOD             NGS
 ES0044
 ES0044                          STATION DESCRIPTION
 ES0044
 ES0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0044'13.9 MI E FROM WINSLOW.
 ES0044'13.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0044'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0044'POST OFFICE AT WINSLOW, NAVAJO COUNTY, ABOUT 0.15 MILE WEST OF
 ES0044'MILEPOST 287, 16 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND CEMENTED
 ES0044'IN THE CENTER OF A 12-FOOT CONCRETE CULVERT.
 ES0044
 ES0044                          STATION RECOVERY (1983)
 ES0044
 ES0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0044'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0044'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0045 ***********************************************************************
 ES0045  DESIGNATION -  4933.62
 ES0045  PID         -  ES0045
 ES0045  STATE/COUNTY-  AZ/NAVAJO
 ES0045  USGS QUAD   -  APACHE BUTTE (1986)
 ES0045
 ES0045                         *CURRENT SURVEY CONTROL
 ES0045  ___________________________________________________________________
 ES0045* NAD 83(1986)-  34 58 18.     (N)    110 27 44.     (W)     SCALED    
 ES0045* NAVD 88     -      1504.891  (meters)    4937.30   (feet)  ADJUSTED  
 ES0045  ___________________________________________________________________
 ES0045  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0045  DYNAMIC HT  -        1502.875 (meters)    4930.68  (feet)  COMP
 ES0045  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 ES0045
 ES0045  VERT ORDER  -  FIRST     CLASS II
 ES0045
 ES0045.The horizontal coordinates were scaled from a topographic map and have
 ES0045.an estimated accuracy of +/- 6 seconds.
 ES0045
 ES0045.The orthometric height was determined by differential leveling
 ES0045.and adjusted by the National Geodetic Survey in June 1991..
 ES0045.WARNING-Repeat measurements at this control monument indicate possible
 ES0045.vertical movement.
 ES0045
 ES0045.The geoid height was determined by GEOID03.
 ES0045
 ES0045.The dynamic height is computed by dividing the NAVD 88
 ES0045.geopotential number by the normal gravity value computed on the
 ES0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0045.degrees latitude (g = 980.6199 gals.).
 ES0045
 ES0045.The modeled gravity was interpolated from observed gravity values.
 ES0045
 ES0045;                    North         East    Units  Estimated Accuracy
 ES0045;SPC AZ E     -   440,470.      186,370.      MT  (+/- 180 meters Scaled)
 ES0045
 ES0045                          SUPERSEDED SURVEY CONTROL
 ES0045
 ES0045.No superseded survey control is available for this station.
 ES0045
 ES0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD490700(NAD 83)
 ES0045_MARKER: DD = SURVEY DISK
 ES0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0045_SP_SET: BRIDGE
 ES0045_STAMPING: 4933.62 1887 + 52
 ES0045_MARK LOGO: AZHD  
 ES0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0045
 ES0045  HISTORY     - Date     Condition        Report By
 ES0045  HISTORY     - UNK      MONUMENTED       AZHD
 ES0045  HISTORY     - 1959     GOOD             NGS
 ES0045  HISTORY     - 1983     GOOD             NGS
 ES0045
 ES0045                          STATION DESCRIPTION
 ES0045
 ES0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0045'14.9 MI E FROM WINSLOW.
 ES0045'14.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0045'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0045'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 18 FEET NORTH OF THE CENTERLINE
 ES0045'OF THE HIGHWAY, 0.15 MILE WEST OF MILEPOST 288, AND SET IN THE CENTER
 ES0045'OF THE NORTH HEADWALL OF A 44-FOOT BRIDGE.
 ES0045
 ES0045                          STATION RECOVERY (1983)
 ES0045
 ES0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0045'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0045'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.  ADD 54.9 METERS
 ES0045'(180.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 ES0045'INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0287 ***********************************************************************
 ES0287  DESIGNATION -  4937
 ES0287  PID         -  ES0287
 ES0287  STATE/COUNTY-  AZ/GILA
 ES0287  USGS QUAD   -  PAYSON NORTH (1973)
 ES0287
 ES0287                         *CURRENT SURVEY CONTROL
 ES0287  ___________________________________________________________________
 ES0287* NAD 83(1986)-  34 16 40.     (N)    111 19 26.     (W)     SCALED    
 ES0287* NAVD 88     -       459.51   (+/-2cm)    1507.6    (feet)  VERTCON   
 ES0287  ___________________________________________________________________
 ES0287  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ES0287
 ES0287  VERT ORDER  -  THIRD (See Below)
 ES0287
 ES0287.The horizontal coordinates were scaled from a topographic map and have
 ES0287.an estimated accuracy of +/- 6 seconds.
 ES0287
 ES0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0287.The vertical order pertains to the NGVD 29 superseded value.
 ES0287
 ES0287.The geoid height was determined by GEOID03.
 ES0287
 ES0287;                    North         East    Units  Estimated Accuracy
 ES0287;SPC AZ E     -   364,070.      106,810.      MT  (+/- 180 meters Scaled)
 ES0287
 ES0287                          SUPERSEDED SURVEY CONTROL
 ES0287
 ES0287  NGVD 29 (??/??/??)  458.75   (m)         1505.1    (f) RESET       3  
 ES0287
 ES0287.Superseded values are not recommended for survey control.
 ES0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0287.See file dsdata.txt to determine how the superseded data were derived.
 ES0287
 ES0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701930(NAD 83)
 ES0287_MARKER: Z = SEE DESCRIPTION
 ES0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0287_SP_SET: TREE
 ES0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0287
 ES0287  HISTORY     - Date     Condition        Report By
 ES0287  HISTORY     - UNK      MONUMENTED       USGS
 ES0287  HISTORY     - 1933     GOOD             NGS
 ES0287  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0287
 ES0287                          STATION DESCRIPTION
 ES0287
 ES0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0287'3.7 MI NW FROM PAYSON.
 ES0287'AT SIDE OF HIGHWAY, 2.6 MILES SOUTHEAST OF EAST VERDE RIVER HIGHWAY
 ES0287'BRIDGE, 300 FEET NORTH OF STREAM CROSSING, 75 FEET EAST OF ASH CREEK,
 ES0287'40 FEET EAST OF HIGHWAY CENTER-LINE, ON BASE OF JUNIPER TREE.
 ES0287
 ES0287                          STATION RECOVERY (2005)
 ES0287
 ES0287'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0263 ***********************************************************************
 ES0263  DESIGNATION -  4938.86
 ES0263  PID         -  ES0263
 ES0263  STATE/COUNTY-  AZ/NAVAJO
 ES0263  USGS QUAD   -  APACHE BUTTE (1986)
 ES0263
 ES0263                         *CURRENT SURVEY CONTROL
 ES0263  ___________________________________________________________________
 ES0263* NAD 83(1986)-  34 58 12.     (N)    110 29 53.     (W)     SCALED    
 ES0263* NAVD 88     -      1506.523  (meters)    4942.65   (feet)  ADJUSTED  
 ES0263  ___________________________________________________________________
 ES0263  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0263  DYNAMIC HT  -        1504.502 (meters)    4936.02  (feet)  COMP
 ES0263  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 ES0263
 ES0263  VERT ORDER  -  FIRST     CLASS II
 ES0263
 ES0263.The horizontal coordinates were scaled from a topographic map and have
 ES0263.an estimated accuracy of +/- 6 seconds.
 ES0263
 ES0263.The orthometric height was determined by differential leveling
 ES0263.and adjusted by the National Geodetic Survey in June 1991..
 ES0263
 ES0263.The geoid height was determined by GEOID03.
 ES0263
 ES0263.The dynamic height is computed by dividing the NAVD 88
 ES0263.geopotential number by the normal gravity value computed on the
 ES0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0263.degrees latitude (g = 980.6199 gals.).
 ES0263
 ES0263.The modeled gravity was interpolated from observed gravity values.
 ES0263
 ES0263;                    North         East    Units  Estimated Accuracy
 ES0263;SPC AZ E     -   440,300.      183,100.      MT  (+/- 180 meters Scaled)
 ES0263
 ES0263                          SUPERSEDED SURVEY CONTROL
 ES0263
 ES0263  NGVD 29 (??/??/92) 1505.745  (m)         4940.10   (f) ADJ UNCH    1 2
 ES0263
 ES0263.Superseded values are not recommended for survey control.
 ES0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0263.See file dsdata.txt to determine how the superseded data were derived.
 ES0263
 ES0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD458698(NAD 83)
 ES0263_MARKER: DD = SURVEY DISK
 ES0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0263_SP_SET: BRIDGE
 ES0263_STAMPING: 4938.86 1922 + 573 1932
 ES0263_MARK LOGO: AZHD  
 ES0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0263
 ES0263  HISTORY     - Date     Condition        Report By
 ES0263  HISTORY     - 1932     MONUMENTED       AZHD
 ES0263  HISTORY     - 1959     GOOD             NGS
 ES0263  HISTORY     - 1983     GOOD             NGS
 ES0263
 ES0263                          STATION DESCRIPTION
 ES0263
 ES0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0263'12.9 MI E FROM WINSLOW.
 ES0263'12.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0263'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0263'POST OFFICE AT WINSLOW, 0.15 MILE WEST OF MILEPOST 286, 14.5 FEET
 ES0263'NORTH OF THE CENTERLINE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 ES0263'NORTH HEADWALL OF A 24-FOOT CONCRETE BRIDGE USED AS A STOCK UNDERPASS.
 ES0263
 ES0263                          STATION RECOVERY (1983)
 ES0263
 ES0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0263'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0263'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0047 ***********************************************************************
 ET0047  DESIGNATION -  4942
 ET0047  PID         -  ET0047
 ET0047  STATE/COUNTY-  AZ/YAVAPAI
 ET0047  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0047
 ET0047                         *CURRENT SURVEY CONTROL
 ET0047  ___________________________________________________________________
 ET0047* NAD 83(1986)-  34 38 58.     (N)    112 24 29.     (W)     SCALED    
 ET0047* NAVD 88     -      1509.631  (meters)    4952.85   (feet)  POSTED    
 ET0047  ___________________________________________________________________
 ET0047  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0047  DYNAMIC HT  -        1507.590 (meters)    4946.15  (feet)  COMP
 ET0047  MODELED GRAV-     979,230.0   (mgal)                       NAVD 88
 ET0047
 ET0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0047
 ET0047.The horizontal coordinates were scaled from a topographic map and have
 ET0047.an estimated accuracy of +/- 6 seconds.
 ET0047
 ET0047.The orthometric height was determined by differential leveling
 ET0047.and adjusted by the National Geodetic Survey in November 2005..
 ET0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0047.rate of 0.0 thru 1.0 mm/km.
 ET0047
 ET0047.The geoid height was determined by GEOID03.
 ET0047
 ET0047.The dynamic height is computed by dividing the NAVD 88
 ET0047.geopotential number by the normal gravity value computed on the
 ET0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0047.degrees latitude (g = 980.6199 gals.).
 ET0047
 ET0047.The modeled gravity was interpolated from observed gravity values.
 ET0047
 ET0047;                    North         East    Units  Estimated Accuracy
 ET0047;SPC AZ C     -   404,800.      168,320.      MT  (+/- 180 meters Scaled)
 ET0047
 ET0047                          SUPERSEDED SURVEY CONTROL
 ET0047
 ET0047  NGVD 29 (??/??/92) 1508.812  (m)         4950.16   (f) ADJ UNCH    1 2
 ET0047
 ET0047.Superseded values are not recommended for survey control.
 ET0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0047.See file dsdata.txt to determine how the superseded data were derived.
 ET0047
 ET0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709350(NAD 83)
 ET0047_MARKER: P = PIPE CAP
 ET0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0047
 ET0047  HISTORY     - Date     Condition        Report By
 ET0047  HISTORY     - UNK      MONUMENTED       USGS
 ET0047  HISTORY     - 1933     GOOD             NGS
 ET0047  HISTORY     - 19970628 GOOD             USPSQD
 ET0047
 ET0047                          STATION DESCRIPTION
 ET0047
 ET0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0047'9.2 MI N FROM PRESCOTT.
 ET0047'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 3.1 MILES NORTH OF ENTRO
 ET0047'RAILROAD JUNCTION, 0.5 MILES NORTH OF GRANITE CREEK RAILROAD BRIDGE,
 ET0047'0.1 MILES NORTH OF MILEPOST 48, NORTH BANK OF SMALL WASH, 45 FEET WEST
 ET0047'OF RAILROAD CENTER-LINE.
 ET0047
 ET0047                          STATION RECOVERY (1997)
 ET0047
 ET0047'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0598 ***********************************************************************
 DA0598  DESIGNATION -  4954+66
 DA0598  PID         -  DA0598
 DA0598  STATE/COUNTY-  AZ/MARICOPA
 DA0598  USGS QUAD   -  SMURR (1973)
 DA0598
 DA0598                         *CURRENT SURVEY CONTROL
 DA0598  ___________________________________________________________________
 DA0598* NAD 83(1986)-  32 56 17.     (N)    112 45 45.     (W)     SCALED    
 DA0598* NAVD 88     -       220.41   (+/-2cm)     723.1    (feet)  VERTCON   
 DA0598  ___________________________________________________________________
 DA0598  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DA0598
 DA0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0598
 DA0598.The horizontal coordinates were scaled from a topographic map and have
 DA0598.an estimated accuracy of +/- 6 seconds.
 DA0598
 DA0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0598.The vertical order pertains to the NGVD 29 superseded value.
 DA0598
 DA0598.The geoid height was determined by GEOID03.
 DA0598
 DA0598;                    North         East    Units  Estimated Accuracy
 DA0598;SPC AZ C     -   215,200.      134,270.      MT  (+/- 180 meters Scaled)
 DA0598
 DA0598                          SUPERSEDED SURVEY CONTROL
 DA0598
 DA0598  NGVD 29 (??/??/92)  219.834  (m)          721.24   (f) ADJ UNCH    1 2
 DA0598
 DA0598.Superseded values are not recommended for survey control.
 DA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0598.See file dsdata.txt to determine how the superseded data were derived.
 DA0598
 DA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB352457(NAD 83)
 DA0598_MARKER: DD = SURVEY DISK
 DA0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0598_SP_SET: BRIDGE
 DA0598_STAMPING: 4954 + 66-7 721.30 1934
 DA0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0598
 DA0598  HISTORY     - Date     Condition        Report By
 DA0598  HISTORY     - 1934     MONUMENTED       AZHD
 DA0598  HISTORY     - 1960     GOOD             NGS
 DA0598  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0598  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0598
 DA0598                          STATION DESCRIPTION
 DA0598
 DA0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0598'2.7 MI W FROM GILA BEND.
 DA0598'2.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0598'AT GILA BEND, IN THE TOP OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE
 DA0598'ON ABANDONED U.S. HIGHWAY 80, 14.2 FEET SOUTH OF THE CENTERLINE OF THE
 DA0598'HIGHWAY, 16.7 FEET EAST OF THE WEST END OF THE BRIDGE, 16.5 FEET WEST
 DA0598'OF THE EAST END OF THE BRIDGE AND 0.6 FOOT ABOVE THE ROADWAY.
 DA0598
 DA0598                          STATION RECOVERY (1980)
 DA0598
 DA0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0598'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0598'HIGHWAY 8, MARK BELIEVED DESTROYED.
 DA0598
 DA0598                          STATION RECOVERY (1980)
 DA0598
 DA0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0598'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0598'HIGHWAY 8, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0055 ***********************************************************************
 ES0055  DESIGNATION -  4969.92
 ES0055  PID         -  ES0055
 ES0055  STATE/COUNTY-  AZ/NAVAJO
 ES0055  USGS QUAD   -  JOSEPH CITY (1986)
 ES0055
 ES0055                         *CURRENT SURVEY CONTROL
 ES0055  ___________________________________________________________________
 ES0055* NAD 83(1986)-  34 57 35.     (N)    110 22 28.     (W)     SCALED    
 ES0055* NAVD 88     -      1515.852  (meters)    4973.26   (feet)  ADJUSTED  
 ES0055  ___________________________________________________________________
 ES0055  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0055  DYNAMIC HT  -        1513.819 (meters)    4966.59  (feet)  COMP
 ES0055  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 ES0055
 ES0055  VERT ORDER  -  SECOND    CLASS 0
 ES0055
 ES0055.The horizontal coordinates were scaled from a topographic map and have
 ES0055.an estimated accuracy of +/- 6 seconds.
 ES0055
 ES0055.The orthometric height was determined by differential leveling
 ES0055.and adjusted by the National Geodetic Survey in June 1991..
 ES0055
 ES0055.The geoid height was determined by GEOID03.
 ES0055
 ES0055.The dynamic height is computed by dividing the NAVD 88
 ES0055.geopotential number by the normal gravity value computed on the
 ES0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0055.degrees latitude (g = 980.6199 gals.).
 ES0055
 ES0055.The modeled gravity was interpolated from observed gravity values.
 ES0055
 ES0055;                    North         East    Units  Estimated Accuracy
 ES0055;SPC AZ E     -   439,130.      194,390.      MT  (+/- 180 meters Scaled)
 ES0055
 ES0055                          SUPERSEDED SURVEY CONTROL
 ES0055
 ES0055  NGVD 29 (??/??/92) 1515.076  (m)         4970.71   (f) ADJ UNCH    2 0
 ES0055
 ES0055.Superseded values are not recommended for survey control.
 ES0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0055.See file dsdata.txt to determine how the superseded data were derived.
 ES0055
 ES0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD571687(NAD 83)
 ES0055_MARKER: DD = SURVEY DISK
 ES0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0055_SP_SET: BRIDGE
 ES0055_STAMPING: 4969.92 1605.521 1932
 ES0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0055
 ES0055  HISTORY     - Date     Condition        Report By
 ES0055  HISTORY     - 1932     MONUMENTED       AZHD
 ES0055  HISTORY     - 1959     GOOD             NGS
 ES0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0055
 ES0055                          STATION DESCRIPTION
 ES0055
 ES0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0055'2.3 MI W FROM JOSEPH CITY.
 ES0055'2.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0055'CITY, NAVAJO COUNTY, 0.1 MILE EAST OF MILEPOST 293, 15 FEET NORTH OF
 ES0055'THE CENTER OF THE HIGHWAY, AND CEMENTED IN THE CENTER OF THE NORTH
 ES0055'HEADWALL OF A 45-FOOT CONCRETE BRIDGE.
 ES0055
 ES0055                          STATION RECOVERY (1983)
 ES0055
 ES0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0599 ***********************************************************************
 DA0599  DESIGNATION -  4975+66.7
 DA0599  PID         -  DA0599
 DA0599  STATE/COUNTY-  AZ/MARICOPA
 DA0599  USGS QUAD   -  SMURR (1973)
 DA0599
 DA0599                         *CURRENT SURVEY CONTROL
 DA0599  ___________________________________________________________________
 DA0599* NAD 83(1986)-  32 56 21.     (N)    112 45 22.     (W)     SCALED    
 DA0599* NAVD 88     -       220.09   (+/-2cm)     722.1    (feet)  VERTCON   
 DA0599  ___________________________________________________________________
 DA0599  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0599
 DA0599  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0599
 DA0599.The horizontal coordinates were scaled from a topographic map and have
 DA0599.an estimated accuracy of +/- 6 seconds.
 DA0599
 DA0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0599.The vertical order pertains to the NGVD 29 superseded value.
 DA0599
 DA0599.The geoid height was determined by GEOID03.
 DA0599
 DA0599;                    North         East    Units  Estimated Accuracy
 DA0599;SPC AZ C     -   215,320.      134,860.      MT  (+/- 180 meters Scaled)
 DA0599
 DA0599                          SUPERSEDED SURVEY CONTROL
 DA0599
 DA0599  NGVD 29 (??/??/92)  219.514  (m)          720.19   (f) ADJ UNCH    1 2
 DA0599
 DA0599.Superseded values are not recommended for survey control.
 DA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0599.See file dsdata.txt to determine how the superseded data were derived.
 DA0599
 DA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB358459(NAD 83)
 DA0599_MARKER: DD = SURVEY DISK
 DA0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0599_SP_SET: BRIDGE
 DA0599_STAMPING: 4975 + 66.7 720.28 1934
 DA0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0599
 DA0599  HISTORY     - Date     Condition        Report By
 DA0599  HISTORY     - 1934     MONUMENTED       AZHD
 DA0599  HISTORY     - 1960     GOOD             NGS
 DA0599  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0599  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0599
 DA0599                          STATION DESCRIPTION
 DA0599
 DA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0599'2.3 MI W FROM GILA BEND.
 DA0599'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0599'AT GILA BEND, IN THE TOP OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE
 DA0599'ON ABANDONED U.S. HIGHWAY 80, 14 FEET SOUTH OF THE CENTERLINE OF THE
 DA0599'HIGHWAY, 17 FEET EAST OF THE WEST END OF THE BRIDGE, 16.5 FEET WEST OF
 DA0599'THE EAST END OF THE BRIDGE AND 1 FOOT ABOVE THE ROADWAY.
 DA0599
 DA0599                          STATION RECOVERY (1980)
 DA0599
 DA0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0599'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0599'HIGHWAY 8, MARK BELIVED DESTROYED.
 DA0599
 DA0599                          STATION RECOVERY (1980)
 DA0599
 DA0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0599'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0599'HIGHWAY 8, MARK BELIVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0805 ***********************************************************************
 DW0805  DESIGNATION -  499.03
 DW0805  PID         -  DW0805
 DW0805  STATE/COUNTY-  AZ/LA PAZ
 DW0805  USGS QUAD   -  LA PAZ MTN (1970)
 DW0805
 DW0805                         *CURRENT SURVEY CONTROL
 DW0805  ___________________________________________________________________
 DW0805* NAD 83(1986)-  33 37 57.     (N)    114 27 38.     (W)     SCALED    
 DW0805* NAVD 88     -       152.87   (+/-2cm)     501.5    (feet)  VERTCON   
 DW0805  ___________________________________________________________________
 DW0805  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0805
 DW0805  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0805
 DW0805.The horizontal coordinates were scaled from a topographic map and have
 DW0805.an estimated accuracy of +/- 6 seconds.
 DW0805
 DW0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0805.The vertical order pertains to the NGVD 29 superseded value.
 DW0805
 DW0805.The geoid height was determined by GEOID03.
 DW0805
 DW0805;                    North         East    Units  Estimated Accuracy
 DW0805;SPC AZ W     -   292,130.      147,440.      MT  (+/- 180 meters Scaled)
 DW0805
 DW0805                          SUPERSEDED SURVEY CONTROL
 DW0805
 DW0805  NGVD 29 (??/??/??)  152.198  (m)          499.34   (f) ADJUSTED    1 2
 DW0805
 DW0805.Superseded values are not recommended for survey control.
 DW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0805.See file dsdata.txt to determine how the superseded data were derived.
 DW0805
 DW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT355243(NAD 83)
 DW0805_MARKER: DD = SURVEY DISK
 DW0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0805_SP_SET: HEADWALL
 DW0805_STAMPING: 499.03 250+60
 DW0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0805
 DW0805  HISTORY     - Date     Condition        Report By
 DW0805  HISTORY     - UNK      MONUMENTED       AZHD
 DW0805  HISTORY     - 1934     GOOD             NGS
 DW0805  HISTORY     - 1965     GOOD             AMS
 DW0805  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0805
 DW0805                          STATION DESCRIPTION
 DW0805
 DW0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0805'8.5 MI E FROM BLYTHE.
 DW0805'IN YUMA COUNTY, ARIZONA, 8.5 MILES EAST ALONG U.S. HIGHWAY 60
 DW0805'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA, AT
 DW0805'STATION 250+60, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE
 DW0805'TOP OF THE NORTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0805'STANDARD DISK, STAMPED 499.03 250+60.
 DW0805
 DW0805                          STATION RECOVERY (1965)
 DW0805
 DW0805'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0805'RECOVERED IN GOOD CONDITION.
 DW0805
 DW0805                          STATION RECOVERY (1981)
 DW0805
 DW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0805'NOT RECOVERED. NOTE-THE HEADWALL DESCRIBED HAS BEEN DESTROYED, MARK
 DW0805'BELIEVED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0332 ***********************************************************************
 DU0332  DESIGNATION -  4992.74
 DU0332  PID         -  DU0332
 DU0332  STATE/COUNTY-  AZ/GILA
 DU0332  USGS QUAD   -  CHROME BUTTE (1966)
 DU0332
 DU0332                         *CURRENT SURVEY CONTROL
 DU0332  ___________________________________________________________________
 DU0332* NAD 83(1986)-  33 32 21.     (N)    110 42 43.     (W)     SCALED    
 DU0332* NAVD 88     -      1522.008  (meters)    4993.45   (feet)  ADJUSTED  
 DU0332  ___________________________________________________________________
 DU0332  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DU0332  DYNAMIC HT  -        1519.855 (meters)    4986.39  (feet)  COMP
 DU0332  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 DU0332
 DU0332  VERT ORDER  -  SECOND    CLASS 0
 DU0332
 DU0332.The horizontal coordinates were scaled from a topographic map and have
 DU0332.an estimated accuracy of +/- 6 seconds.
 DU0332
 DU0332.The orthometric height was determined by differential leveling
 DU0332.and adjusted by the National Geodetic Survey in June 1991..
 DU0332
 DU0332.The geoid height was determined by GEOID03.
 DU0332
 DU0332.The dynamic height is computed by dividing the NAVD 88
 DU0332.geopotential number by the normal gravity value computed on the
 DU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0332.degrees latitude (g = 980.6199 gals.).
 DU0332
 DU0332.The modeled gravity was interpolated from observed gravity values.
 DU0332
 DU0332;                    North         East    Units  Estimated Accuracy
 DU0332;SPC AZ E     -   281,680.      162,720.      MT  (+/- 180 meters Scaled)
 DU0332
 DU0332                          SUPERSEDED SURVEY CONTROL
 DU0332
 DU0332  NGVD 29 (??/??/92) 1521.310  (m)         4991.16   (f) ADJ UNCH    2 0
 DU0332
 DU0332.Superseded values are not recommended for survey control.
 DU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0332.See file dsdata.txt to determine how the superseded data were derived.
 DU0332
 DU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC267110(NAD 83)
 DU0332_MARKER: DD = SURVEY DISK
 DU0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0332_SP_SET: CULVERT
 DU0332_STAMPING: STA 694+49 EL 4992.74
 DU0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0332
 DU0332  HISTORY     - Date     Condition        Report By
 DU0332  HISTORY     - UNK      MONUMENTED       AZHD
 DU0332  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0332
 DU0332                          STATION DESCRIPTION
 DU0332
 DU0332'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0332'14.3 MI NE FROM GLOBE.
 DU0332'14.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0332'THE TOP OF THE CENTER OF A CONCRETE CULVERT, AND 14 FEET WEST OF THE
 DU0332'CENTER LINE OF THE HIGHWAY.  NOTE-- CULVERTS WERE CAREFULLY EXAMINED
 DU0332'IN AN AREA THAT COVERED 1/4 MILE ABOVE AND BELOW THE DISIGNATED AREA
 DU0332'OF THE BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1001 ***********************************************************************
 CG1001  DESIGNATION -  4997=SAN RAFAEL
 CG1001  PID         -  CG1001
 CG1001  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1001  USGS QUAD   -  CANELO PASS (1958)
 CG1001
 CG1001                         *CURRENT SURVEY CONTROL
 CG1001  ___________________________________________________________________
 CG1001* NAD 83(1992)-  31 27 57.63356(N)    110 34 41.08421(W)     ADJUSTED  
 CG1001* NAVD 88     -      1528.04   (+/-2cm)    5013.2    (feet)  VERTCON   
 CG1001  ___________________________________________________________________
 CG1001  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CG1001  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CG1001
 CG1001  HORZ ORDER  -  SECOND
 CG1001  VERT ORDER  -  THIRD ? (See Below)
 CG1001
 CG1001.The horizontal coordinates were established by classical geodetic methods
 CG1001.and adjusted by the National Geodetic Survey in August 1993..
 CG1001
 CG1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1001.The vertical order pertains to the NGVD 29 superseded value.
 CG1001
 CG1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1001
 CG1001.The geoid height was determined by GEOID03.
 CG1001
 CG1001;                    North         East     Units Scale Factor Converg.
 CG1001;SPC AZ C     -    52,438.656   340,567.510   MT  1.00009952   +0 41 55.8
 CG1001;SPC AZ C     -   172,042.83  1,117,347.47   iFT  1.00009952   +0 41 55.8
 CG1001;SPC AZ E     -    51,736.178   174,264.501   MT  0.99991885   -0 12 53.1
 CG1001;SPC AZ E     -   169,738.12    571,733.93   iFT  0.99991885   -0 12 53.1
 CG1001;UTM  12      - 3,481,326.379   540,082.100   MT  0.99961981   +0 13 12.9
 CG1001
 CG1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1001!SPC AZ C     -   0.99976457  x   1.00009952  =   0.99986407
 CG1001!SPC AZ E     -   0.99976457  x   0.99991885  =   0.99968344
 CG1001!UTM  12      -   0.99976457  x   0.99961981  =   0.99938447
 CG1001
 CG1001:                Primary Azimuth Mark                     Grid Az
 CG1001:SPC AZ C     -  SAN RAFAEL AZ MK                         013 13 13.2
 CG1001:SPC AZ E     -  SAN RAFAEL AZ MK                         014 08 02.1
 CG1001:UTM  12      -  SAN RAFAEL AZ MK                         013 41 56.1
 CG1001
 CG1001|---------------------------------------------------------------------|
 CG1001| PID    Reference Object                     Distance      Geod. Az  |
 CG1001|                                                           dddmmss.s |
 CG1001| CC8189 SAN RAFAEL AZ MK                                   0135509.0 |
 CG1001| CC8190 SAN RAFAEL RM 1                      10.552 METERS 16732     |
 CG1001| CC8191 SAN RAFAEL RM 2                      11.851 METERS 28157     |
 CG1001|---------------------------------------------------------------------|
 CG1001
 CG1001                          SUPERSEDED SURVEY CONTROL
 CG1001
 CG1001  NAD 83(1986)-  31 27 57.62199(N)    110 34 41.07535(W) AD(       ) 2
 CG1001  NAD 27      -  31 27 57.27500(N)    110 34 38.77000(W) AD(       ) 2
 CG1001  NGVD 29 (07/19/86) 1527.10   (m)         5010.2    (f) LEVELING    3  
 CG1001
 CG1001.Superseded values are not recommended for survey control.
 CG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1001.See file dsdata.txt to determine how the superseded data were derived.
 CG1001
 CG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4008281326(NAD 83)
 CG1001_MARKER: P = PIPE CAP
 CG1001_SETTING: 0 = UNSPECIFIED SETTING
 CG1001
 CG1001  HISTORY     - Date     Condition        Report By
 CG1001  HISTORY     - 1938     MONUMENTED       CGS
 CG1001  HISTORY     - 1947     GOOD             AMS
 CG1001  HISTORY     - 1967     GOOD             CGS
 CG1001
 CG1001                          STATION DESCRIPTION
 CG1001
 CG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1001'STATION IS A STANDARD U.S.G.S. BENCH MARK PIPE AND CAP, STAMPED
 CG1001'DATUM NOGLS, ELEVATION 4997 FEET, AT THE W SIDE OF THE GRADED
 CG1001'COUNTY ROAD OVER CANELO PASS AND IS ABOUT 12 MILES ESE OF
 CG1001'PATAGONIA AND 2 MILES ENE OF THE SAN RAFAEL SCHOOLHOUSE.  IT
 CG1001'IS ON A GRASSY FLAT IN THE TRIANGLE FORMED BY TRACK ROAD WESTERLY
 CG1001'AND THE MAIN CANELO-PATAGONIA ROAD.  IT IS 29.1 METERS S OF THE
 CG1001'INTERSECTION OF THE TRACK ROAD AND THE MAIN ROAD, 6.53 METERS
 CG1001'W OF MAIN ROAD CENTER LINE AND 3.80 METERS E OF TRACK ROAD
 CG1001'CENTER LINE.
 CG1001'
 CG1001'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CG1001'
 CG1001'TO REACH FROM FORT HUACHUCA, AT THE INTERSECTION OF THE CANELO
 CG1001'PASS ROAD AND THE MAIN PAVED ROAD N FROM FORT, AT THE Q M C FILLING
 CG1001'STATION, TAKE THE GRADED DIRT ROAD (CANELO PASS ROAD), GENERALLY
 CG1001'W AND SOUTHWESTERLY FOR 5.3 MILES TO A Y-FORK.  TAKE LEFT
 CG1001'FORK, WESTERLY, AND AT 2.2 MILES PASS OVER CATTLE GUARD AND
 CG1001'ENTRANCE TO CORONADO NATIONAL FOREST.  CONTINUE 4.85 MILES TO
 CG1001'T-ROAD.  CONTINUE ON MAIN ROAD RIGHT 0.25 MILE AND AT SIGN
 CG1001'SUNNYSIDE 17, CANELO 2, ELGIN 13 AFTER PASSING SCHOOLHOUSE,
 CG1001'TAKE RIGHT FORK, WESTERLY, PASSING ENTRANCE TO CANELO RANGER
 CG1001'STATION AT 0.2 MILE.  CONTINUE 0.95 MILE TO ROAD
 CG1001'INTERSECTION AT CANILLE MERCANTILE STORE.  TURN LEFT, S, AND
 CG1001'CONTINUE 3.8 MILES TO THE SUMMIT OF CANELO PASS.  CONTINUE 3.25
 CG1001'MILES TO FORK OF TRACK ROAD RIGHT AND STATION TO S OF THIS
 CG1001'INTERSECTION, AND W OF MAIN ROAD.
 CG1001'
 CG1001'AZIMUTH MARK IS PASSED ON THIS ROAD 0.3 MILE BEFORE REACHING
 CG1001'STATION.  IT IS SET IN A CONCRETE ABUTMENT AT W END OF A CATTLE
 CG1001'GUARD 0.3 MILE N OF STATION, STAMPED SAN RAFAEL U.S.G.S. 1938,
 CG1001'A STANDARD U.S.C. AND G.S. AZIMUTH MARK.
 CG1001'
 CG1001'REFERENCE MARK NO. 1 IS STAMPED SAN RAFAEL U.S.G.S, 1938 AS
 CG1001'IS REFERENCE MARK NO. 2.
 CG1001'
 CG1001'REFERENCE MARK NO. 1 IS 4.35 METERS W OF MAIN ROAD, CENTER LINE.
 CG1001'REFERENCE MARK NO. 2 IS 8.08 METERS WNW OF TRACK ROAD, CENTER
 CG1001'LINE.
 CG1001'
 CG1001'NOTE--RECONNAISSANCE DESCRIPTION DESCRIBES THIS STATION FROM
 CG1001'PATAGONIA, BUT TRIANGULATION PARTY CAME IN FROM THE E SO THAT
 CG1001'THE DESCRIPTION FROM PATAGONIA WAS NOT CHECKED.
 CG1001
 CG1001                          STATION RECOVERY (1947)
 CG1001
 CG1001'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1001'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE CANILLE
 CG1001'MERCANTILE STORE IS DESTROYED.  THE SIGN, SUNNYSIDE 17, CANELO
 CG1001'2, ELGIN 13, SHOULD READ CANELO INSTEAD OF CANELO 2.
 CG1001'
 CG1001'STATION MARK IS IN FAIR CONDITION, AND THE CAP IS STAMPED
 CG1001'DATUM NOGLS 4997.
 CG1001
 CG1001                          STATION RECOVERY (1967)
 CG1001
 CG1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG1001'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CG1001'IN GOOD CONDITION EXCEPT REFERENCE MARK NO 1 WHICH WAS FOUND
 CG1001'DESTROYED.
 CG1001'
 CG1001'THE DESCRIPTION TO REACH THE STATION WAS CHECKED FROM THE CANELO
 CG1001'RANGER STATION AND FOUND TO STILL BE ADEQUATE.  THERE IS NO
 CG1001'FORK AT THE STATION NOW BUT THE REST OF THE DESCRIPTION IS FINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3819 ***********************************************************************
 AJ3819  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3819  DESIGNATION -  4AC1
 AJ3819  PID         -  AJ3819
 AJ3819  STATE/COUNTY-  AZ/MARICOPA
 AJ3819  USGS QUAD   -  PERRYVILLE (1982)
 AJ3819
 AJ3819                         *CURRENT SURVEY CONTROL
 AJ3819  ___________________________________________________________________
 AJ3819* NAD 83(1992)-  33 22 53.60411(N)    112 23 01.77394(W)     ADJUSTED  
 AJ3819* NAVD 88     -       282.59   (meters)     927.1    (feet)  GPS OBS   
 AJ3819  ___________________________________________________________________
 AJ3819  X           -  -2,030,292.632 (meters)                     COMP
 AJ3819  Y           -  -4,929,808.614 (meters)                     COMP
 AJ3819  Z           -   3,489,510.988 (meters)                     COMP
 AJ3819  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AJ3819  ELLIP HEIGHT-         252.26  (meters)          (04/12/01) GPS OBS
 AJ3819  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3819
 AJ3819  HORZ ORDER  -  B
 AJ3819  ELLP ORDER  -  THIRD     CLASS II
 AJ3819
 AJ3819.The horizontal coordinates were established by GPS observations
 AJ3819.and adjusted by the National Geodetic Survey in April 2001..
 AJ3819
 AJ3819.The orthometric height was determined by GPS observations and a
 AJ3819.high-resolution geoid model using precise GPS observation and
 AJ3819.processing techniques.
 AJ3819
 AJ3819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3819
 AJ3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3819
 AJ3819.The ellipsoidal height was determined by GPS observations
 AJ3819.and is referenced to NAD 83.
 AJ3819
 AJ3819.The geoid height was determined by GEOID03.
 AJ3819
 AJ3819;                    North         East     Units Scale Factor Converg.
 AJ3819;SPC AZ C     -   264,162.442   169,895.487   MT  0.99992328   -0 15 25.3
 AJ3819;SPC AZ C     -   866,674.68    557,399.89   iFT  0.99992328   -0 15 25.3
 AJ3819;UTM  12      - 3,694,443.007   371,283.039   MT  0.99980427   -0 45 41.4
 AJ3819
 AJ3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3819!SPC AZ C     -   0.99996040  x   0.99992328  =   0.99988368
 AJ3819!UTM  12      -   0.99996040  x   0.99980427  =   0.99976468
 AJ3819
 AJ3819                          SUPERSEDED SURVEY CONTROL
 AJ3819
 AJ3819.No superseded survey control is available for this station.
 AJ3819
 AJ3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7128394443(NAD 83)
 AJ3819_MARKER: DD = SURVEY DISK
 AJ3819_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3819_STAMPING: 4AC1 11-1999
 AJ3819_MARK LOGO: MCDOT 
 AJ3819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3819+STABILITY: POSITION/ELEVATION WELL
 AJ3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3819+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3819
 AJ3819  HISTORY     - Date     Condition        Report By
 AJ3819  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3819
 AJ3819                          STATION DESCRIPTION
 AJ3819
 AJ3819'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3819'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF THE TOWN OF
 AJ3819'AVONDALE IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 5
 AJ3819'OWNERSHIP - PARKS RECREATION
 AJ3819'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3819'ROAD AT EXIT 128, DRIVE SOUTH ON LITCHFIELD ROAD 3.5 MI (5.6 KM) TO
 AJ3819'THE INTERSECTION OF LITCHFIELD ROAD AND BROADWAY ROAD, THENCE TURN
 AJ3819'RIGHT (WEST) ONTO BROADWAY ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3819'INTERSECTION OF BROADWAY ROAD AND BULLARD ROAD, THENCE TURN LEFT
 AJ3819'(SOUTH) AND DRIVE SOUTH ON BULLARD ROAD 1.4 MI (2.3 KM) , ACROSS THE
 AJ3819'GILA RIVER, TO THE INTERSECTION OF BULLARD ROAD AND VINEYARD AVE,
 AJ3819'THENCE TURN RIGHT (WEST) ONTO VINEYARD AVE AND DRIVE 0.4 MI (0.6 KM)
 AJ3819'TO THE INTERSECTION OF VINEYARD AVE AND CASEY ABBOTT ROAD NORTH,
 AJ3819'THENCE TURN LEFT (SOUTH) ONTO CASEY ABBOTT ROAD NORTH AND DRIVE
 AJ3819'SOUTHEASTERLY 0.4 MI (0.6 KM) TO THE INTERSECTION OF CASEY ABBOTT ROAD
 AJ3819'NORTH AND CASEY ABBOTT ROAD SOUTH, THENCE TURN RIGHT (SOUTH) ONTO
 AJ3819'CASEY ABBOTT ROAD SOUTH AND DRIVE SOUTHERLY 0.1 MI (0.2 KM) TO THE
 AJ3819'INTERSECTION OF CASEY ABBOTT ROAD SOUTH AND TRAILHEAD DRIVE, THENCE
 AJ3819'TURN RIGHT (SOUTHWEST) ONTO TRAILHEAD DRIVE AND OPEN THE GATE, THENCE
 AJ3819'DRIVE WESTERLY ON TRAILHEAD DRIVE 0.3 MI (0.5 KM) TO THE STATION BEING
 AJ3819'60 FT (18.3 M) SOUTH OF THE SOUTH EDGE THE ROAD IN A ROCK OUTCROPPING
 AJ3819'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3819'COUNTY D.O.T.  BRASS DISK, STAMPED 4AC 11-1999, SET IN A ROCK OUTCROP
 AJ3819'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3819'STATION TIES -
 AJ3819'60 FT (18.3 M) SOUTH OF THE EDGE OF TRAILHEAD DRIVE
 AJ3819'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3819'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3826 ***********************************************************************
 AJ3826  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3826  DESIGNATION -  4AE1
 AJ3826  PID         -  AJ3826
 AJ3826  STATE/COUNTY-  AZ/MARICOPA
 AJ3826  USGS QUAD   -  VALENCIA (1982)
 AJ3826
 AJ3826                         *CURRENT SURVEY CONTROL
 AJ3826  ___________________________________________________________________
 AJ3826* NAD 83(1992)-  33 22 47.52218(N)    112 30 14.68475(W)     ADJUSTED  
 AJ3826* NAVD 88     -       264.94   (meters)     869.2    (feet)  GPS OBS   
 AJ3826  ___________________________________________________________________
 AJ3826  X           -  -2,040,668.654 (meters)                     COMP
 AJ3826  Y           -  -4,925,618.059 (meters)                     COMP
 AJ3826  Z           -   3,489,344.712 (meters)                     COMP
 AJ3826  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3826  ELLIP HEIGHT-         234.44  (meters)          (04/12/01) GPS OBS
 AJ3826  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3826
 AJ3826  HORZ ORDER  -  B
 AJ3826  ELLP ORDER  -  THIRD     CLASS II
 AJ3826
 AJ3826.The horizontal coordinates were established by GPS observations
 AJ3826.and adjusted by the National Geodetic Survey in April 2001..
 AJ3826
 AJ3826.The orthometric height was determined by GPS observations and a
 AJ3826.high-resolution geoid model using precise GPS observation and
 AJ3826.processing techniques.
 AJ3826
 AJ3826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3826
 AJ3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3826
 AJ3826.The ellipsoidal height was determined by GPS observations
 AJ3826.and is referenced to NAD 83.
 AJ3826
 AJ3826.The geoid height was determined by GEOID03.
 AJ3826
 AJ3826;                    North         East     Units Scale Factor Converg.
 AJ3826;SPC AZ C     -   264,031.735   158,705.951   MT  0.99993682   -0 19 23.5
 AJ3826;SPC AZ C     -   866,245.85    520,688.82   iFT  0.99993682   -0 19 23.5
 AJ3826;UTM  12      - 3,694,410.826   360,093.986   MT  0.99984132   -0 49 39.6
 AJ3826
 AJ3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3826!SPC AZ C     -   0.99996320  x   0.99993682  =   0.99990002
 AJ3826!UTM  12      -   0.99996320  x   0.99984132  =   0.99980452
 AJ3826
 AJ3826                          SUPERSEDED SURVEY CONTROL
 AJ3826
 AJ3826.No superseded survey control is available for this station.
 AJ3826
 AJ3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6009494411(NAD 83)
 AJ3826_MARKER: I = METAL ROD
 AJ3826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3826_STAMPING: 4AE1 1999
 AJ3826_MARK LOGO: MCDOT 
 AJ3826_PROJECTION: FLUSH
 AJ3826_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3826+STABILITY: POSITION/ELEVATION WELL
 AJ3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3826+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3826_ROD/PIPE-DEPTH: 13.4 meters
 AJ3826_SLEEVE-DEPTH  :  0.8 meters
 AJ3826
 AJ3826  HISTORY     - Date     Condition        Report By
 AJ3826  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3826
 AJ3826                          STATION DESCRIPTION
 AJ3826
 AJ3826'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3826'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF THE TOWN OF
 AJ3826'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 31
 AJ3826'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3826'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3826'TRAIL ROAD AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 5.9 MI (9.5
 AJ3826'KM) TO THE INTERSECTION OF BASELINE ROAD AND JACKRABBIT TRAIL, THENCE
 AJ3826'TURN RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE 1.5 MI (2.4 KM) TO THE
 AJ3826'INTERSECTION OF AIRPORT ROAD AND BASELINE ROAD, THENCE TURN RIGHT
 AJ3826'(NORTH) ONTO AIRPORT ROAD AND DRIVE 0.1 MI (0.2 KM) TO THE STATION 34
 AJ3826'FT (10.4 M) RIGHT (EAST) OF CENTERLINE OF AIRPORT ROAD
 AJ3826'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3826'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3826'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3826'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AE1 1999, SURROUNDED WITH A
 AJ3826'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3826'MARKER
 AJ3826'STATION TIES -
 AJ3826'34 FT (10.4 M) EAST OF THE CENTERLINE OF AIRPORT ROAD
 AJ3826'92 FT (28.0 M) NORTH OF POWER POLE
 AJ3826'119 FT (36.3 M) SOUTH OF A POWER POLE
 AJ3826'4 FT (1.2 M) WEST OF A DIRT IRRIGATION DITCH
 AJ3826'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3826'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3825 ***********************************************************************
 AJ3825  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3825  DESIGNATION -  4AG1
 AJ3825  PID         -  AJ3825
 AJ3825  STATE/COUNTY-  AZ/MARICOPA
 AJ3825  USGS QUAD   -  VALENCIA (1982)
 AJ3825
 AJ3825                         *CURRENT SURVEY CONTROL
 AJ3825  ___________________________________________________________________
 AJ3825* NAD 83(1992)-  33 22 40.40473(N)    112 36 31.58077(W)     ADJUSTED  
 AJ3825* NAVD 88     -       272.00   (meters)     892.4    (feet)  GPS OBS   
 AJ3825  ___________________________________________________________________
 AJ3825  X           -  -2,049,714.148 (meters)                     COMP
 AJ3825  Y           -  -4,921,997.749 (meters)                     COMP
 AJ3825  Z           -   3,489,165.403 (meters)                     COMP
 AJ3825  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AJ3825  ELLIP HEIGHT-         241.36  (meters)          (04/12/01) GPS OBS
 AJ3825  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3825
 AJ3825  HORZ ORDER  -  B
 AJ3825  ELLP ORDER  -  THIRD     CLASS II
 AJ3825
 AJ3825.The horizontal coordinates were established by GPS observations
 AJ3825.and adjusted by the National Geodetic Survey in April 2001..
 AJ3825
 AJ3825.The orthometric height was determined by GPS observations and a
 AJ3825.high-resolution geoid model using precise GPS observation and
 AJ3825.processing techniques.
 AJ3825
 AJ3825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3825
 AJ3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3825
 AJ3825.The ellipsoidal height was determined by GPS observations
 AJ3825.and is referenced to NAD 83.
 AJ3825
 AJ3825.The geoid height was determined by GEOID03.
 AJ3825
 AJ3825;                    North         East     Units Scale Factor Converg.
 AJ3825;SPC AZ C     -   263,872.317   148,963.438   MT  0.99995111   -0 22 50.8
 AJ3825;SPC AZ C     -   865,722.82    488,725.19   iFT  0.99995111   -0 22 50.8
 AJ3825;UTM  12      - 3,694,337.197   350,351.278   MT  0.99987611   -0 53 06.9
 AJ3825
 AJ3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3825!SPC AZ C     -   0.99996211  x   0.99995111  =   0.99991322
 AJ3825!UTM  12      -   0.99996211  x   0.99987611  =   0.99983822
 AJ3825
 AJ3825                          SUPERSEDED SURVEY CONTROL
 AJ3825
 AJ3825.No superseded survey control is available for this station.
 AJ3825
 AJ3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5035194337(NAD 83)
 AJ3825_MARKER: I = METAL ROD
 AJ3825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3825_STAMPING: 4AG1 1999
 AJ3825_MARK LOGO: MCDOT 
 AJ3825_PROJECTION: FLUSH
 AJ3825_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3825+STABILITY: POSITION/ELEVATION WELL
 AJ3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3825+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3825_ROD/PIPE-DEPTH:  6.1 meters
 AJ3825_SLEEVE-DEPTH  :  0.8 meters
 AJ3825
 AJ3825  HISTORY     - Date     Condition        Report By
 AJ3825  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3825
 AJ3825                          STATION DESCRIPTION
 AJ3825
 AJ3825'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3825'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF THE TOWN OF
 AJ3825'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 1
 AJ3825'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3825'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3825'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 3.9 MI (6.3 KM) TO THE
 AJ3825'INTERSECTION OF BASELINE ROAD AND MILLER ROAD, THENCE TURN RIGHT
 AJ3825'(WEST) ONTO BASELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3825'INTERSECTION OF ROOKS ROAD AND BASELINE ROAD, THENCE CONTINUE WEST ON
 AJ3825'BASELINE ROAD ACROSS ROOKS ROAD 285 FT (86.9 M) TO THE STATION 30 FT
 AJ3825'(9.1 M) LEFT (SOUTH) OF CENTERLINE OF BASELINE ROAD
 AJ3825'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3825'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3825'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3825'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AG1 1999, SURROUNDED WITH A
 AJ3825'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3825'MARKER
 AJ3825'STATION TIES -
 AJ3825'285 FT (86.9 M) WEST OF THE CENTERLINE OF ROOKS ROAD
 AJ3825'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3825'100 FT (30.5 M) NORTH OF THE CENTERLINE OF RAILROAD TRACKS
 AJ3825'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3825'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3824 ***********************************************************************
 AJ3824  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3824  DESIGNATION -  4AI1
 AJ3824  PID         -  AJ3824
 AJ3824  STATE/COUNTY-  AZ/MARICOPA
 AJ3824  USGS QUAD   -  BUCKEYE NW (1982)
 AJ3824
 AJ3824                         *CURRENT SURVEY CONTROL
 AJ3824  ___________________________________________________________________
 AJ3824* NAD 83(1992)-  33 22 39.61260(N)    112 42 43.28200(W)     ADJUSTED  
 AJ3824* NAVD 88     -       280.65   (meters)     920.8    (feet)  GPS OBS   
 AJ3824  ___________________________________________________________________
 AJ3824  X           -  -2,058,588.458 (meters)                     COMP
 AJ3824  Y           -  -4,918,314.964 (meters)                     COMP
 AJ3824  Z           -   3,489,149.683 (meters)                     COMP
 AJ3824  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AJ3824  ELLIP HEIGHT-         249.83  (meters)          (04/12/01) GPS OBS
 AJ3824  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AJ3824
 AJ3824  HORZ ORDER  -  B
 AJ3824  ELLP ORDER  -  THIRD     CLASS II
 AJ3824
 AJ3824.The horizontal coordinates were established by GPS observations
 AJ3824.and adjusted by the National Geodetic Survey in April 2001..
 AJ3824
 AJ3824.The orthometric height was determined by GPS observations and a
 AJ3824.high-resolution geoid model using precise GPS observation and
 AJ3824.processing techniques.
 AJ3824
 AJ3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3824
 AJ3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3824
 AJ3824.The ellipsoidal height was determined by GPS observations
 AJ3824.and is referenced to NAD 83.
 AJ3824
 AJ3824.The geoid height was determined by GEOID03.
 AJ3824
 AJ3824;                    North         East     Units Scale Factor Converg.
 AJ3824;SPC AZ C     -   263,916.525   139,356.156   MT  0.99996750   -0 26 15.3
 AJ3824;SPC AZ C     -   865,867.86    457,205.24   iFT  0.99996750   -0 26 15.3
 AJ3824;UTM  12      - 3,694,465.985   340,745.382   MT  0.99991269   -0 56 31.5
 AJ3824
 AJ3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3824!SPC AZ C     -   0.99996078  x   0.99996750  =   0.99992828
 AJ3824!UTM  12      -   0.99996078  x   0.99991269  =   0.99987347
 AJ3824
 AJ3824                          SUPERSEDED SURVEY CONTROL
 AJ3824
 AJ3824.No superseded survey control is available for this station.
 AJ3824
 AJ3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4074594466(NAD 83)
 AJ3824_MARKER: I = METAL ROD
 AJ3824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3824_STAMPING: 4AI1 1999
 AJ3824_MARK LOGO: MCDOT 
 AJ3824_PROJECTION: FLUSH
 AJ3824_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3824+STABILITY: POSITION/ELEVATION WELL
 AJ3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3824+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3824_ROD/PIPE-DEPTH:  9.8 meters
 AJ3824_SLEEVE-DEPTH  :  0.8 meters
 AJ3824
 AJ3824  HISTORY     - Date     Condition        Report By
 AJ3824  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3824  HISTORY     - 20060128 GOOD             USPSQD
 AJ3824  HISTORY     - 20060128 GOOD             USPSQD
 AJ3824
 AJ3824                          STATION DESCRIPTION
 AJ3824
 AJ3824'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3824'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF THE TOWN OF
 AJ3824'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 36
 AJ3824'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3824'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND PALO VERDE
 AJ3824'ROAD AT EXIT 109, DRIVE SOUTH ON PALO VERDE ROAD 4.3 MI (6.9 KM) TO
 AJ3824'THE INTERSECTION OF BASELINE ROAD AND PALO VERDE ROAD, THENCE TURN
 AJ3824'RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3824'INTERSECTION OF JOHNSON ROAD AND BASELINE ROAD, THENCE CONTINUE WEST
 AJ3824'ON BASELINE ROAD ACROSS JOHNSON ROAD 40 FT (12.2 M) TO THE STATION 33
 AJ3824'FT (10.1 M) RIGHT OF CENTERLINE OF BASELINE ROAD
 AJ3824'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3824'COMPRESSED ON A 32 FT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3824'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3824'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AI1 1999, SURROUNDED WITH A
 AJ3824'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3824'MARKER
 AJ3824'STATION TIES -
 AJ3824'8 FT (2.4 M) WEST OF A CONCRETE IRRIGATION STRUCTURE
 AJ3824'40 FT (12.2 M) WEST OF THE CENTERLINE OF JOHNSON ROAD
 AJ3824'33 FT (10.1 M) NORTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3824'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3824'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3824
 AJ3824                          STATION RECOVERY (2006)
 AJ3824
 AJ3824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3824'RECOVERED AS DESCRIBED.
 AJ3824
 AJ3824                          STATION RECOVERY (2006)
 AJ3824
 AJ3824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3824'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3559 ***********************************************************************
 AJ3559  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3559  DESIGNATION -  4AK2
 AJ3559  PID         -  AJ3559
 AJ3559  STATE/COUNTY-  AZ/MARICOPA
 AJ3559  USGS QUAD   -  WINTERSBURG (1984)
 AJ3559
 AJ3559                         *CURRENT SURVEY CONTROL
 AJ3559  ___________________________________________________________________
 AJ3559* NAD 83(1992)-  33 22 38.59254(N)    112 48 57.36021(W)     ADJUSTED  
 AJ3559* NAVD 88     -       279.91   (meters)     918.3    (feet)  GPS OBS   
 AJ3559  ___________________________________________________________________
 AJ3559  X           -  -2,067,511.256 (meters)                     COMP
 AJ3559  Y           -  -4,914,588.718 (meters)                     COMP
 AJ3559  Z           -   3,489,122.955 (meters)                     COMP
 AJ3559  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AJ3559  ELLIP HEIGHT-         248.95  (meters)          (04/12/01) GPS OBS
 AJ3559  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3559
 AJ3559  HORZ ORDER  -  B
 AJ3559  ELLP ORDER  -  THIRD     CLASS II
 AJ3559
 AJ3559.The horizontal coordinates were established by GPS observations
 AJ3559.and adjusted by the National Geodetic Survey in April 2001..
 AJ3559
 AJ3559.The orthometric height was determined by GPS observations and a
 AJ3559.high-resolution geoid model using precise GPS observation and
 AJ3559.processing techniques.
 AJ3559
 AJ3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3559
 AJ3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3559
 AJ3559.The ellipsoidal height was determined by GPS observations
 AJ3559.and is referenced to NAD 83.
 AJ3559
 AJ3559.The geoid height was determined by GEOID03.
 AJ3559
 AJ3559;                    North         East     Units Scale Factor Converg.
 AJ3559;SPC AZ C     -   263,963.769   129,687.233   MT  0.99998629   -0 29 41.1
 AJ3559;SPC AZ C     -   866,022.86    425,483.05   iFT  0.99998629   -0 29 41.1
 AJ3559;UTM  12      - 3,694,598.357   331,077.681   MT  0.99995181   -0 59 57.4
 AJ3559
 AJ3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3559!SPC AZ C     -   0.99996092  x   0.99998629  =   0.99994721
 AJ3559!UTM  12      -   0.99996092  x   0.99995181  =   0.99991273
 AJ3559
 AJ3559                          SUPERSEDED SURVEY CONTROL
 AJ3559
 AJ3559.No superseded survey control is available for this station.
 AJ3559
 AJ3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3107894598(NAD 83)
 AJ3559_MARKER: I = METAL ROD
 AJ3559_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3559_STAMPING: 4AK2 1999
 AJ3559_MARK LOGO: MCDOT 
 AJ3559_PROJECTION: FLUSH
 AJ3559_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3559+STABILITY: POSITION/ELEVATION WELL
 AJ3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3559+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3559_ROD/PIPE-DEPTH:  3.0 meters
 AJ3559_SLEEVE-DEPTH  :  0.8 meters
 AJ3559
 AJ3559  HISTORY     - Date     Condition        Report By
 AJ3559  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3559
 AJ3559                          STATION DESCRIPTION
 AJ3559
 AJ3559'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3559'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3559'PHOENIX, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 01
 AJ3559'OWNERSHIP - WILLIAMSON AND CAMPO PARTNERSHIP
 AJ3559'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3559'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3559'(EXIT 103) ,THENCE TURN LEFT (SOUTH) ON TO 339TH AND DRIVE 0.9 MI (1.4
 AJ3559'KM) SOUTH TO VAN BUREN STREET, THENCE TURN RIGHT (WEST) ON TO VAN
 AJ3559'BUREN AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE TURN LEFT
 AJ3559'(SOUTH) ON TO 355TH AVENUE AND DRIVE 3.6 MI (5.8 KM) TO SALOME
 AJ3559'HIGHWAY, THENCE CONTINUE STRAIGHT ON 355TH AVENUE (SOUTH OF SALOME
 AJ3559'HIGHWAY BECOMES A DIRT TRAIL) FOR 1.5 MI (2.4 KM) TO A GLO PIPE ON THE
 AJ3559'NORTH WEST CORNER OF A T INTERSECTION WITH A DIRT TRAIL ON THE WEST
 AJ3559'SIDE OF ROAD, THENCE CONTINUE STRAIGHT ON 355TH AVENUE (DIRT TRAIL)
 AJ3559'FOR 60 FT (18.3 M) AND TO THE STATION AS DESCRIBED
 AJ3559'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3559'COMPRESSED ON A 10 FOOT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3559'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3559'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AK2 1999, SURROUNDED WITH A
 AJ3559'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3559'MARKER
 AJ3559'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3559'5.11 MI (8.22 KM) - SOUTH OF INTERSTATE 10
 AJ3559'60 FT (18.3 M) - SOUTHWEST OF DIRT TRAIL  T  INTERSECTION
 AJ3559'60 FT (18.3 M) - SOUTHWEST OF GLO PIPE
 AJ3559'35 FT (10.7 M) - WEST OF DIRT TRAIL
 AJ3559'1 FT (0.3 M) - EAST OF CARSONITE MARKER
 AJ3559'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3559'VISIT - WWW.MCDOT.MARICOPA.GOV     SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3953 ***********************************************************************
 AJ3953  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3953  DESIGNATION -  4AM2
 AJ3953  PID         -  AJ3953
 AJ3953  STATE/COUNTY-  AZ/MARICOPA
 AJ3953  USGS QUAD   -  TONOPAH (1984)
 AJ3953
 AJ3953                         *CURRENT SURVEY CONTROL
 AJ3953  ___________________________________________________________________
 AJ3953* NAD 83(1992)-  33 22 38.96196(N)    112 56 11.27256(W)     ADJUSTED  
 AJ3953* NAVD 88     -       297.96   (meters)     977.6    (feet)  GPS OBS   
 AJ3953  ___________________________________________________________________
 AJ3953  X           -  -2,077,848.733 (meters)                     COMP
 AJ3953  Y           -  -4,910,236.538 (meters)                     COMP
 AJ3953  Z           -   3,489,142.340 (meters)                     COMP
 AJ3953  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AJ3953  ELLIP HEIGHT-         266.91  (meters)          (04/12/01) GPS OBS
 AJ3953  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AJ3953
 AJ3953  HORZ ORDER  -  B
 AJ3953  ELLP ORDER  -  THIRD     CLASS II
 AJ3953
 AJ3953.The horizontal coordinates were established by GPS observations
 AJ3953.and adjusted by the National Geodetic Survey in April 2001..
 AJ3953
 AJ3953.The orthometric height was determined by GPS observations and a
 AJ3953.high-resolution geoid model using precise GPS observation and
 AJ3953.processing techniques.
 AJ3953
 AJ3953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3953
 AJ3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3953
 AJ3953.The ellipsoidal height was determined by GPS observations
 AJ3953.and is referenced to NAD 83.
 AJ3953
 AJ3953.The geoid height was determined by GEOID03.
 AJ3953
 AJ3953;                    North         East     Units Scale Factor Converg.
 AJ3953;SPC AZ C     -   264,078.491   118,472.008   MT  1.00001097   -0 33 39.9
 AJ3953;SPC AZ C     -   866,399.25    388,687.69   iFT  1.00001097   -0 33 39.9
 AJ3953;UTM  12      - 3,694,811.826   319,864.156   MT  1.00000007   -1 03 56.3
 AJ3953
 AJ3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3953!SPC AZ C     -   0.99995810  x   1.00001097  =   0.99996907
 AJ3953!UTM  12      -   0.99995810  x   1.00000007  =   0.99995817
 AJ3953
 AJ3953                          SUPERSEDED SURVEY CONTROL
 AJ3953
 AJ3953.No superseded survey control is available for this station.
 AJ3953
 AJ3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1986494812(NAD 83)
 AJ3953_MARKER: I = METAL ROD
 AJ3953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3953_STAMPING: 4AM2 1999
 AJ3953_MARK LOGO: MCDOT 
 AJ3953_PROJECTION: FLUSH
 AJ3953_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3953+STABILITY: POSITION/ELEVATION WELL
 AJ3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3953+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3953_ROD/PIPE-DEPTH: 13.4 meters
 AJ3953_SLEEVE-DEPTH  :  0.8 meters
 AJ3953
 AJ3953  HISTORY     - Date     Condition        Report By
 AJ3953  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3953
 AJ3953                          STATION DESCRIPTION
 AJ3953
 AJ3953'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3953'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3953'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 2
 AJ3953'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3953'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3953'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3953'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3953'AND DRIVE FOR 3.4 MI (5.5 KM) TO AN UNMARKED DIRT ROAD, A CATTLE
 AJ3953'GUARD, A BARBED WIRE FENCE BEARING NORTH AND SOUTH AND END OF
 AJ3953'PAVEMENT, THENCE CROSS CATTLE GUARD, TURN RIGHT (NORTH) ON TO DIRT
 AJ3953'ROAD AND DRIVE FOR 1.3 MI (2.1 KM) TO OVERHEAD POWER LINES BEARING
 AJ3953'NORTHWEST AND SOUTHEAST, THENCE CONTINUE NORTH ON DIRT ROAD FOR 0.7 MI
 AJ3953'(1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3953'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3953'COMPRESSED ON A 44.0 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3953'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3953'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4AM2 1999, SURROUNDED
 AJ3953'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3953'CARSONITE MARKER
 AJ3953'STATION TIES
 AJ3953'42 FT (12.8 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER SECTION
 AJ3953'2, TOWNSHIP 1 SOUTH, RANGE 7 WEST
 AJ3953'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3953'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3955 ***********************************************************************
 AJ3955  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3955  DESIGNATION -  4AO2
 AJ3955  PID         -  AJ3955
 AJ3955  STATE/COUNTY-  AZ/MARICOPA
 AJ3955  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3955
 AJ3955                         *CURRENT SURVEY CONTROL
 AJ3955  ___________________________________________________________________
 AJ3955* NAD 83(1992)-  33 22 39.71840(N)    113 01 25.22861(W)     ADJUSTED  
 AJ3955* NAVD 88     -       339.30   (meters)    1113.2    (feet)  GPS OBS   
 AJ3955  ___________________________________________________________________
 AJ3955  X           -  -2,085,328.684 (meters)                     COMP
 AJ3955  Y           -  -4,907,088.110 (meters)                     COMP
 AJ3955  Z           -   3,489,184.534 (meters)                     COMP
 AJ3955  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AJ3955  ELLIP HEIGHT-         308.23  (meters)          (04/12/01) GPS OBS
 AJ3955  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3955
 AJ3955  HORZ ORDER  -  B
 AJ3955  ELLP ORDER  -  THIRD     CLASS II
 AJ3955
 AJ3955.The horizontal coordinates were established by GPS observations
 AJ3955.and adjusted by the National Geodetic Survey in April 2001..
 AJ3955
 AJ3955.The orthometric height was determined by GPS observations and a
 AJ3955.high-resolution geoid model using precise GPS observation and
 AJ3955.processing techniques.
 AJ3955
 AJ3955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3955
 AJ3955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3955
 AJ3955.The ellipsoidal height was determined by GPS observations
 AJ3955.and is referenced to NAD 83.
 AJ3955
 AJ3955.The geoid height was determined by GEOID03.
 AJ3955
 AJ3955;                    North         East     Units Scale Factor Converg.
 AJ3955;SPC AZ C     -   264,184.665   110,357.338   MT  1.00003076   -0 36 32.7
 AJ3955;SPC AZ C     -   866,747.59    362,064.76   iFT  1.00003076   -0 36 32.7
 AJ3955;UTM  12      - 3,694,989.455   311,750.754   MT  1.00003693   -1 06 49.2
 AJ3955
 AJ3955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3955!SPC AZ C     -   0.99995161  x   1.00003076  =   0.99998237
 AJ3955!UTM  12      -   0.99995161  x   1.00003693  =   0.99998854
 AJ3955
 AJ3955                          SUPERSEDED SURVEY CONTROL
 AJ3955
 AJ3955.No superseded survey control is available for this station.
 AJ3955
 AJ3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1175194989(NAD 83)
 AJ3955_MARKER: I = METAL ROD
 AJ3955_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3955+WITH SETTING: INFORMATION.
 AJ3955_STAMPING: 4AO2 1999
 AJ3955_MARK LOGO: MCDOT 
 AJ3955_PROJECTION: FLUSH
 AJ3955_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3955+STABILITY: POSITION/ELEVATION WELL
 AJ3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3955+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3955_ROD/PIPE-DEPTH:  1.8 meters
 AJ3955_SLEEVE-DEPTH  :  0.8 meters
 AJ3955
 AJ3955  HISTORY     - Date     Condition        Report By
 AJ3955  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3955
 AJ3955                          STATION DESCRIPTION
 AJ3955
 AJ3955'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3955'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3955'TOWN OF WINTERSBURG, TOWNSHIP 01 NORTH, RANGE 08 WEST, SECTION 36
 AJ3955'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3955'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3955'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3955'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3955'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3955'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3955'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3955'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3955'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3955'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3955'1.4 MI (2.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3955'THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND DRIVE NORTHWESTERLY FOR
 AJ3955'1.1 MI (1.8 KM) TO AN UNMARKED DIRT TRAIL ON YOUR LEFT (WEST) , THENCE
 AJ3955'TURN LEFT (WEST) ON TO DIRT TRAIL AND DRIVE 0.2 MI (0.3 KM) TO THE
 AJ3955'STATION ON YOUR RIGHT
 AJ3955'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3955'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3955'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3955'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AO2 1999, SURROUNDED WITH A
 AJ3955'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3955'MARKER
 AJ3955'STATION TIES
 AJ3955'78 FT (23.8 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER SECTION
 AJ3955'36, TOWNSHIP 1 NORTH, RANGE 8 WEST
 AJ3955'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3955'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3560 ***********************************************************************
 AJ3560  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3560  DESIGNATION -  4AQ1
 AJ3560  PID         -  AJ3560
 AJ3560  STATE/COUNTY-  AZ/MARICOPA
 AJ3560  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3560
 AJ3560                         *CURRENT SURVEY CONTROL
 AJ3560  ___________________________________________________________________
 AJ3560* NAD 83(1992)-  33 22 45.33345(N)    113 07 38.70134(W)     ADJUSTED  
 AJ3560* NAVD 88     -       329.09   (meters)    1079.7    (feet)  GPS OBS   
 AJ3560  ___________________________________________________________________
 AJ3560  X           -  -2,094,169.486 (meters)                     COMP
 AJ3560  Y           -  -4,903,208.796 (meters)                     COMP
 AJ3560  Z           -   3,489,323.305 (meters)                     COMP
 AJ3560  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AJ3560  ELLIP HEIGHT-         297.88  (meters)          (04/12/01) GPS OBS
 AJ3560  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AJ3560
 AJ3560  HORZ ORDER  -  B
 AJ3560  ELLP ORDER  -  THIRD     CLASS II
 AJ3560
 AJ3560.The horizontal coordinates were established by GPS observations
 AJ3560.and adjusted by the National Geodetic Survey in April 2001..
 AJ3560
 AJ3560.The orthometric height was determined by GPS observations and a
 AJ3560.high-resolution geoid model using precise GPS observation and
 AJ3560.processing techniques.
 AJ3560
 AJ3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3560
 AJ3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3560
 AJ3560.The ellipsoidal height was determined by GPS observations
 AJ3560.and is referenced to NAD 83.
 AJ3560
 AJ3560.The geoid height was determined by GEOID03.
 AJ3560
 AJ3560;                    North         East     Units Scale Factor Converg.
 AJ3560;SPC AZ C     -   264,465.089   100,705.984   MT  1.00005642   -0 39 58.3
 AJ3560;SPC AZ C     -   867,667.61    330,400.21   iFT  1.00005642   -0 39 58.3
 AJ3560;UTM  12      - 3,695,354.874   302,102.087   MT  1.00008287   -1 10 15.0
 AJ3560
 AJ3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3560!SPC AZ C     -   0.99995324  x   1.00005642  =   1.00000965
 AJ3560!UTM  12      -   0.99995324  x   1.00008287  =   1.00003610
 AJ3560
 AJ3560                          SUPERSEDED SURVEY CONTROL
 AJ3560
 AJ3560.No superseded survey control is available for this station.
 AJ3560
 AJ3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0210295355(NAD 83)
 AJ3560_MARKER: I = METAL ROD
 AJ3560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3560_STAMPING: 4AQ1 1999
 AJ3560_MARK LOGO: MCDOT 
 AJ3560_PROJECTION: FLUSH
 AJ3560_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3560+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3560_ROD/PIPE-DEPTH:  5.5 meters
 AJ3560_SLEEVE-DEPTH  :  0.8 meters
 AJ3560
 AJ3560  HISTORY     - Date     Condition        Report By
 AJ3560  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3560
 AJ3560                          STATION DESCRIPTION
 AJ3560
 AJ3560'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3560'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3560'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 36
 AJ3560'OWNERSHIP - STATE TRUST LAND
 AJ3560'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3560'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3560'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY
 AJ3560'AND DRIVE 0.2 MI (0.3 KM) VEERING RIGHT AT FORK IN ROAD ONTO
 AJ3560'HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND BEND AND DRIVE WEST FOR
 AJ3560'0.4 MI (0.6 KM) ON HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND A 90
 AJ3560'DEGREE BEND (SOUTH) ON HARQUAHALA VALLEY ROAD AND DRIVE 11.0 MI (17.7
 AJ3560'KM) TO AN INTERSECTION OF BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO
 AJ3560'BASELINE ROAD AND DRIVE 2.0 MI (3.2 KM) TO TWO POWER POLES AND THE
 AJ3560'INTERSECTION OF FARM ROAD, THENCE TURN LEFT (NORTH) ON TO FARM ROAD
 AJ3560'AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT AS DESCRIBED
 AJ3560'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3560'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3560'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3560'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AQ1 1999, SURROUNDED WITH A
 AJ3560'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3560'MARKER
 AJ3560'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3560'11.6 MI (18.7 KM) - SOUTH OF INTERSTATE 10
 AJ3560'2.0 MI (3.2 KM) - EAST OF HARQUAHALA VALLEY ROAD
 AJ3560'285 FT (86.9 M) - SOUTH OF POWER POLE
 AJ3560'160 FT (48.8 M) - NORTH OF POWER POLE
 AJ3560'12 FT (3.7 M) - WEST OF FARM ROAD
 AJ3560'1 FT (0.3 M) - EAST OF CARSONITE MARKER
 AJ3560'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3560'VISIT - WWW.MCDOT.MARICOPA.GOV     SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3561 ***********************************************************************
 AJ3561  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3561  DESIGNATION -  4AS1
 AJ3561  PID         -  AJ3561
 AJ3561  STATE/COUNTY-  AZ/MARICOPA
 AJ3561  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3561
 AJ3561                         *CURRENT SURVEY CONTROL
 AJ3561  ___________________________________________________________________
 AJ3561* NAD 83(1992)-  33 22 38.32163(N)    113 13 43.60097(W)     ADJUSTED  
 AJ3561* NAVD 88     -       377.71   (meters)    1239.2    (feet)  GPS OBS   
 AJ3561  ___________________________________________________________________
 AJ3561  X           -  -2,102,903.269 (meters)                     COMP
 AJ3561  Y           -  -4,899,642.872 (meters)                     COMP
 AJ3561  Z           -   3,489,169.635 (meters)                     COMP
 AJ3561  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ3561  ELLIP HEIGHT-         346.47  (meters)          (04/12/01) GPS OBS
 AJ3561  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3561
 AJ3561  HORZ ORDER  -  B
 AJ3561  ELLP ORDER  -  THIRD     CLASS II
 AJ3561
 AJ3561.The horizontal coordinates were established by GPS observations
 AJ3561.and adjusted by the National Geodetic Survey in April 2001..
 AJ3561
 AJ3561.The orthometric height was determined by GPS observations and a
 AJ3561.high-resolution geoid model using precise GPS observation and
 AJ3561.processing techniques.
 AJ3561
 AJ3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3561
 AJ3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3561
 AJ3561.The ellipsoidal height was determined by GPS observations
 AJ3561.and is referenced to NAD 83.
 AJ3561
 AJ3561.The geoid height was determined by GEOID03.
 AJ3561
 AJ3561;                    North         East     Units Scale Factor Converg.
 AJ3561;SPC AZ C     -   264,363.326    91,271.518   MT  1.00008371   -0 43 19.0
 AJ3561;SPC AZ C     -   867,333.75    299,447.24   iFT  1.00008371   -0 43 19.0
 AJ3561;UTM  12      - 3,695,336.210   292,666.747   MT  1.00013001   -1 13 35.8
 AJ3561
 AJ3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3561!SPC AZ C     -   0.99994561  x   1.00008371  =   1.00002931
 AJ3561!UTM  12      -   0.99994561  x   1.00013001  =   1.00007561
 AJ3561
 AJ3561                          SUPERSEDED SURVEY CONTROL
 AJ3561
 AJ3561.No superseded survey control is available for this station.
 AJ3561
 AJ3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9266795336(NAD 83)
 AJ3561_MARKER: I = METAL ROD
 AJ3561_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3561_STAMPING: 4AS1 1999
 AJ3561_MARK LOGO: MCDOT 
 AJ3561_PROJECTION: FLUSH
 AJ3561_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3561+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3561_ROD/PIPE-DEPTH: 17.1 meters
 AJ3561_SLEEVE-DEPTH  :  0.8 meters
 AJ3561
 AJ3561  HISTORY     - Date     Condition        Report By
 AJ3561  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3561
 AJ3561                          STATION DESCRIPTION
 AJ3561
 AJ3561'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3561'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3561'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 36
 AJ3561'OWNERSHIP - STATE TRUST LAND
 AJ3561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3561'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3561'HIGHWAY (EXIT 81) , TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY AND
 AJ3561'DRIVE 0.2 MI (0.3 KM) AND BEARING RIGHT AT FORK IN ROAD ONTO
 AJ3561'HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND BEND AND DRIVE WEST FOR
 AJ3561'0.4 MI (0.6 KM) , THENCE CONTINUE AROUND A 90 DEGREE BEND (SOUTH) ON
 AJ3561'HARQUAHALA VALLEY ROAD AND DRIVE 11.0 MI (17.7 KM) TO BASELINE ROAD,
 AJ3561'THENCE TURN RIGHT (WEST) ON TO BASELINE ROAD AND DRIVE 3.9 MI (6.3 KM)
 AJ3561'TO 547TH AVENUE LOCATED ON THE SOUTH SIDE OF BASELINE ROAD, THENCE
 AJ3561'CONTINUE WEST ON BASELINE ROAD TO JUST BEFORE EAGLE TAIL RANCH ARCH
 AJ3561'AND GATE, THENCE PARK VEHICLE AND WALK 100 FT (30.5 M) SOUTH AND TO
 AJ3561'STATION AS DESCRIBED
 AJ3561'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3561'COMPRESSED ON A 56 FOOT (17.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3561'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3561'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4AS1 1999, SURROUNDED
 AJ3561'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3561'CARSONITE MARKER
 AJ3561'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3561'4.0 MI (6.4 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3561'100 FT (30.5 M) SOUTH OF BASELINE ROAD
 AJ3561'45 FT (13.7 M) WEST OF STREET SIGN ON SOUTH EAST CORNER OF BASELINE
 AJ3561'ROAD AND 547TH AVENUE
 AJ3561'25 FT (7.6 M) WEST OF 547TH AVENUE
 AJ3561'3 FT (0.9 M) EAST OF BARBED WIRE FENCE
 AJ3561'1 FT (0.3 M) EAST OF WHITE CARSONITE MARKER
 AJ3561'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3561'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3822 ***********************************************************************
 AJ3822  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3822  DESIGNATION -  4BB1
 AJ3822  PID         -  AJ3822
 AJ3822  STATE/COUNTY-  AZ/MARICOPA
 AJ3822  USGS QUAD   -  TOLLESON (1982)
 AJ3822
 AJ3822                         *CURRENT SURVEY CONTROL
 AJ3822  ___________________________________________________________________
 AJ3822* NAD 83(1992)-  33 25 14.32477(N)    112 21 07.91816(W)     ADJUSTED  
 AJ3822* NAVD 88     -       292.23   (meters)     958.8    (feet)  GPS OBS   
 AJ3822  ___________________________________________________________________
 AJ3822  X           -  -2,026,666.516 (meters)                     COMP
 AJ3822  Y           -  -4,928,728.604 (meters)                     COMP
 AJ3822  Z           -   3,493,135.827 (meters)                     COMP
 AJ3822  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AJ3822  ELLIP HEIGHT-         261.91  (meters)          (04/12/01) GPS OBS
 AJ3822  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3822
 AJ3822  HORZ ORDER  -  B
 AJ3822  ELLP ORDER  -  THIRD     CLASS II
 AJ3822
 AJ3822.The horizontal coordinates were established by GPS observations
 AJ3822.and adjusted by the National Geodetic Survey in April 2001..
 AJ3822
 AJ3822.The orthometric height was determined by GPS observations and a
 AJ3822.high-resolution geoid model using precise GPS observation and
 AJ3822.processing techniques.
 AJ3822
 AJ3822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3822
 AJ3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3822
 AJ3822.The ellipsoidal height was determined by GPS observations
 AJ3822.and is referenced to NAD 83.
 AJ3822
 AJ3822.The geoid height was determined by GEOID03.
 AJ3822
 AJ3822;                    North         East     Units Scale Factor Converg.
 AJ3822;SPC AZ C     -   268,484.736   172,856.190   MT  0.99992022   -0 14 23.6
 AJ3822;SPC AZ C     -   880,855.43    567,113.48   iFT  0.99992022   -0 14 23.6
 AJ3822;UTM  12      - 3,698,738.528   374,281.336   MT  0.99979486   -0 44 41.5
 AJ3822
 AJ3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3822!SPC AZ C     -   0.99995888  x   0.99992022  =   0.99987911
 AJ3822!UTM  12      -   0.99995888  x   0.99979486  =   0.99975375
 AJ3822
 AJ3822                          SUPERSEDED SURVEY CONTROL
 AJ3822
 AJ3822.No superseded survey control is available for this station.
 AJ3822
 AJ3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7428198739(NAD 83)
 AJ3822_MARKER: I = METAL ROD
 AJ3822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3822+WITH SETTING: INFORMATION.
 AJ3822_STAMPING: 4BB1 9/1999
 AJ3822_MARK LOGO: MCDOT 
 AJ3822_PROJECTION: FLUSH
 AJ3822_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3822+STABILITY: POSITION/ELEVATION WELL
 AJ3822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3822+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AJ3822_ROD/PIPE-DEPTH:  2.4 meters
 AJ3822_SLEEVE-DEPTH  :  0.8 meters
 AJ3822
 AJ3822  HISTORY     - Date     Condition        Report By
 AJ3822  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3822  HISTORY     - 20060510 GOOD             DIBBLE
 AJ3822
 AJ3822                          STATION DESCRIPTION
 AJ3822
 AJ3822'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3822'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE TOWN OF
 AJ3822'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 22
 AJ3822'OWNERSHIP - PRIVATE
 AJ3822'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3822'ROAD AT EXIT 128, DRIVE SOUTH ON LITCHFIELD ROAD 2.5 MI (4.0 KM) TO
 AJ3822'THE INTERSECTION OF LITCHFIELD ROAD AND LOWER BUCKEYE ROAD, THENCE
 AJ3822'TURN LEFT (EAST) AND DRIVE 0.4 MI (0.6 KM) TO THE STATION 64 FT (19.5
 AJ3822'M) RIGHT (SOUTH) OF CENTERLINE OF LOWER BUCKEYE ROAD IN A CINDER
 AJ3822'FILLED LANDSCAPE AREA SURROUNDED BY CONCRETE CURBING
 AJ3822'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3822'COMPRESSED ON A 8.0 FT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3822'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3822'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BB1 9/1999, SURROUNDED
 AJ3822'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3822'STATION TIES -
 AJ3822'64 FT (19.5 M) SOUTH OF THE CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3822'10 FT (3.0 M) NORTH OF A CONCRETE CURB
 AJ3822'FOR A TO REACH MAP, STATION IMAGES, AND ADDITIONAL INFORMATION YOU CAN
 AJ3822'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3822
 AJ3822                          STATION RECOVERY (2006)
 AJ3822
 AJ3822'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (SNS)
 AJ3822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3829 ***********************************************************************
 AJ3829  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3829  DESIGNATION -  4BD1
 AJ3829  PID         -  AJ3829
 AJ3829  STATE/COUNTY-  AZ/MARICOPA
 AJ3829  USGS QUAD   -  PERRYVILLE (1982)
 AJ3829
 AJ3829                         *CURRENT SURVEY CONTROL
 AJ3829  ___________________________________________________________________
 AJ3829* NAD 83(1992)-  33 25 15.78265(N)    112 27 43.78833(W)     ADJUSTED  
 AJ3829* NAVD 88     -       287.95   (meters)     944.7    (feet)  GPS OBS   
 AJ3829  ___________________________________________________________________
 AJ3829  X           -  -2,036,111.315 (meters)                     COMP
 AJ3829  Y           -  -4,924,803.666 (meters)                     COMP
 AJ3829  Z           -   3,493,170.921 (meters)                     COMP
 AJ3829  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3829  ELLIP HEIGHT-         257.56  (meters)          (04/12/01) GPS OBS
 AJ3829  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ3829
 AJ3829  HORZ ORDER  -  B
 AJ3829  ELLP ORDER  -  THIRD     CLASS II
 AJ3829
 AJ3829.The horizontal coordinates were established by GPS observations
 AJ3829.and adjusted by the National Geodetic Survey in April 2001..
 AJ3829
 AJ3829.The orthometric height was determined by GPS observations and a
 AJ3829.high-resolution geoid model using precise GPS observation and
 AJ3829.processing techniques.
 AJ3829
 AJ3829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3829
 AJ3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3829
 AJ3829.The ellipsoidal height was determined by GPS observations
 AJ3829.and is referenced to NAD 83.
 AJ3829
 AJ3829.The geoid height was determined by GEOID03.
 AJ3829
 AJ3829;                    North         East     Units Scale Factor Converg.
 AJ3829;SPC AZ C     -   268,577.870   162,629.857   MT  0.99993172   -0 18 01.7
 AJ3829;SPC AZ C     -   881,160.99    533,562.52   iFT  0.99993172   -0 18 01.7
 AJ3829;UTM  12      - 3,698,921.769   364,057.393   MT  0.99982784   -0 48 19.7
 AJ3829
 AJ3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3829!SPC AZ C     -   0.99995957  x   0.99993172  =   0.99989129
 AJ3829!UTM  12      -   0.99995957  x   0.99982784  =   0.99978741
 AJ3829
 AJ3829                          SUPERSEDED SURVEY CONTROL
 AJ3829
 AJ3829.No superseded survey control is available for this station.
 AJ3829
 AJ3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6405798922(NAD 83)
 AJ3829_MARKER: I = METAL ROD
 AJ3829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3829_STAMPING: 4BD1 1999
 AJ3829_MARK LOGO: MCDOT 
 AJ3829_PROJECTION: FLUSH
 AJ3829_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3829+STABILITY: POSITION/ELEVATION WELL
 AJ3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3829+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3829_ROD/PIPE-DEPTH:  6.1 meters
 AJ3829_SLEEVE-DEPTH  :  0.8 meters
 AJ3829
 AJ3829  HISTORY     - Date     Condition        Report By
 AJ3829  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3829
 AJ3829                          STATION DESCRIPTION
 AJ3829
 AJ3829'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3829'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF THE TOWN OF
 AJ3829'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 21
 AJ3829'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3829'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3829'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 2.9 MI (4.7 KM) TO
 AJ3829'THE INTERSECTION OF LOWER BUCKEYE ROAD AND JACKRABBIT TRAIL, THENCE
 AJ3829'TURN LEFT (EAST) ONTO LOWER BUCKEYE ROAD AND DRIVE 1.0 MI (1.6 KM) TO
 AJ3829'THE STATION 30 FT (9.1 M) RIGHT (SOUTH) OF CENTERLINE OF LOWER BUCKEYE
 AJ3829'ROAD AND 210 FT (64.0 M) WEST OF THE INTERSECTION OF PERRYVILLE ROAD
 AJ3829'AND BUCKEYE ROAD
 AJ3829'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3829'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3829'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3829'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BD1 1999, SURROUNDED WITH A
 AJ3829'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3829'MARKER
 AJ3829'STATION TIES -
 AJ3829'210 FT (64.0 M) WEST OF THE CENTERLINE OF PERRYVILLE ROAD
 AJ3829'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BUCKEYE ROAD
 AJ3829'14 FT (4.3 M) NORTH OF A CANAL
 AJ3829'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3829'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3828 ***********************************************************************
 AJ3828  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3828  DESIGNATION -  4BF1
 AJ3828  PID         -  AJ3828
 AJ3828  STATE/COUNTY-  AZ/MARICOPA
 AJ3828  USGS QUAD   -  VALENCIA (1982)
 AJ3828
 AJ3828                         *CURRENT SURVEY CONTROL
 AJ3828  ___________________________________________________________________
 AJ3828* NAD 83(1992)-  33 25 35.27198(N)    112 33 23.02252(W)     ADJUSTED  
 AJ3828* NAVD 88     -       315.19   (meters)    1034.1    (feet)  GPS OBS   
 AJ3828  ___________________________________________________________________
 AJ3828  X           -  -2,044,089.984 (meters)                     COMP
 AJ3828  Y           -  -4,921,163.813 (meters)                     COMP
 AJ3828  Z           -   3,493,687.063 (meters)                     COMP
 AJ3828  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3828  ELLIP HEIGHT-         284.75  (meters)          (04/12/01) GPS OBS
 AJ3828  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3828
 AJ3828  HORZ ORDER  -  B
 AJ3828  ELLP ORDER  -  THIRD     CLASS II
 AJ3828
 AJ3828.The horizontal coordinates were established by GPS observations
 AJ3828.and adjusted by the National Geodetic Survey in April 2001..
 AJ3828
 AJ3828.The orthometric height was determined by GPS observations and a
 AJ3828.high-resolution geoid model using precise GPS observation and
 AJ3828.processing techniques.
 AJ3828
 AJ3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3828
 AJ3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3828
 AJ3828.The ellipsoidal height was determined by GPS observations
 AJ3828.and is referenced to NAD 83.
 AJ3828
 AJ3828.The geoid height was determined by GEOID03.
 AJ3828
 AJ3828;                    North         East     Units Scale Factor Converg.
 AJ3828;SPC AZ C     -   269,228.196   153,870.049   MT  0.99994362   -0 21 08.7
 AJ3828;SPC AZ C     -   883,294.61    504,823.00   iFT  0.99994362   -0 21 08.7
 AJ3828;UTM  12      - 3,699,649.215   355,304.486   MT  0.99985813   -0 51 27.1
 AJ3828
 AJ3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3828!SPC AZ C     -   0.99995530  x   0.99994362  =   0.99989892
 AJ3828!UTM  12      -   0.99995530  x   0.99985813  =   0.99981343
 AJ3828
 AJ3828                          SUPERSEDED SURVEY CONTROL
 AJ3828
 AJ3828.No superseded survey control is available for this station.
 AJ3828
 AJ3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5530499649(NAD 83)
 AJ3828_MARKER: I = METAL ROD
 AJ3828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3828_STAMPING: 4BF1 1999
 AJ3828_MARK LOGO: MCDOT 
 AJ3828_PROJECTION: FLUSH
 AJ3828_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3828+STABILITY: POSITION/ELEVATION WELL
 AJ3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3828+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3828_ROD/PIPE-DEPTH: 13.4 meters
 AJ3828_SLEEVE-DEPTH  :  0.8 meters
 AJ3828
 AJ3828  HISTORY     - Date     Condition        Report By
 AJ3828  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3828
 AJ3828                          STATION DESCRIPTION
 AJ3828
 AJ3828'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3828'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF THE TOWN OF
 AJ3828'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 3 WEST, SECTION 16
 AJ3828'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3828'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 1.9 MI (3.1 KM) TO THE
 AJ3828'INTERSECTION OF BROADWAY ROAD AND MILLER ROAD, THENCE TURN LEFT (EAST)
 AJ3828'ONTO BROADWAY ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3828'BROADWAY ROAD AND WATSON ROAD, THENCE TURN LEFT (NORTH) AND DRIVE 1.3
 AJ3828'MI (2.1 KM) TO THE STATION 35 FT (10.7 M) LEFT (WEST) OF THE
 AJ3828'CENTERLINE OF WATSON ROAD
 AJ3828'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3828'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3828'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3828'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BF1 1999, SURROUNDED WITH A
 AJ3828'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3828'MARKER
 AJ3828'STATION TIES -
 AJ3828'35 FT (10.7 M) WEST OF THE CENTERLINE OF WATSON ROAD
 AJ3828'35 FT (10.7 M) SOUTH OF THE EXTENDED CENTERLINE ALIGNMENT OF WATKINS
 AJ3828'STREET
 AJ3828'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3828'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3827 ***********************************************************************
 AJ3827  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3827  DESIGNATION -  4BJ1
 AJ3827  PID         -  AJ3827
 AJ3827  STATE/COUNTY-  AZ/MARICOPA
 AJ3827  USGS QUAD   -  WINTERSBURG (1984)
 AJ3827
 AJ3827                         *CURRENT SURVEY CONTROL
 AJ3827  ___________________________________________________________________
 AJ3827* NAD 83(1992)-  33 25 15.90036(N)    112 45 50.31642(W)     ADJUSTED  
 AJ3827* NAVD 88     -       299.72   (meters)     983.3    (feet)  GPS OBS   
 AJ3827  ___________________________________________________________________
 AJ3827  X           -  -2,062,027.913 (meters)                     COMP
 AJ3827  Y           -  -4,914,016.780 (meters)                     COMP
 AJ3827  Z           -   3,493,180.194 (meters)                     COMP
 AJ3827  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AJ3827  ELLIP HEIGHT-         268.90  (meters)          (04/12/01) GPS OBS
 AJ3827  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3827
 AJ3827  HORZ ORDER  -  B
 AJ3827  ELLP ORDER  -  THIRD     CLASS II
 AJ3827
 AJ3827.The horizontal coordinates were established by GPS observations
 AJ3827.and adjusted by the National Geodetic Survey in April 2001..
 AJ3827
 AJ3827.The orthometric height was determined by GPS observations and a
 AJ3827.high-resolution geoid model using precise GPS observation and
 AJ3827.processing techniques.
 AJ3827
 AJ3827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3827
 AJ3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3827
 AJ3827.The ellipsoidal height was determined by GPS observations
 AJ3827.and is referenced to NAD 83.
 AJ3827
 AJ3827.The geoid height was determined by GEOID03.
 AJ3827
 AJ3827;                    North         East     Units Scale Factor Converg.
 AJ3827;SPC AZ C     -   268,769.415   134,561.162   MT  0.99997653   -0 28 00.2
 AJ3827;SPC AZ C     -   881,789.42    441,473.63   iFT  0.99997653   -0 28 00.2
 AJ3827;UTM  12      - 3,699,360.686   335,993.565   MT  0.99993163   -0 58 18.5
 AJ3827
 AJ3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3827!SPC AZ C     -   0.99995779  x   0.99997653  =   0.99993432
 AJ3827!UTM  12      -   0.99995779  x   0.99993163  =   0.99988942
 AJ3827
 AJ3827                          SUPERSEDED SURVEY CONTROL
 AJ3827
 AJ3827.No superseded survey control is available for this station.
 AJ3827
 AJ3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3599499361(NAD 83)
 AJ3827_MARKER: I = METAL ROD
 AJ3827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3827_STAMPING: 4BJ1 1999
 AJ3827_MARK LOGO: MCDOT 
 AJ3827_PROJECTION: FLUSH
 AJ3827_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3827+STABILITY: POSITION/ELEVATION WELL
 AJ3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3827+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3827_ROD/PIPE-DEPTH:  3.7 meters
 AJ3827_SLEEVE-DEPTH  :  0.8 meters
 AJ3827
 AJ3827  HISTORY     - Date     Condition        Report By
 AJ3827  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3827
 AJ3827                          STATION DESCRIPTION
 AJ3827
 AJ3827'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3827'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF THE TOWN
 AJ3827'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 15
 AJ3827'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3827'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3827'AVENUE AT EXIT 103, DRIVE SOUTH ON 339TH AVENUE 2.8 MI (4.5 KM) TO THE
 AJ3827'INTERSECTION OF LOWER BUCKEYE ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3827'(EAST) ONTO LOWER BUCKEYE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3827'INTERSECTION OF AN UNMARKED DIRT ROAD AND LOWER BUCKEYE ROAD, THENCE
 AJ3827'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE 26 FT (7.9 M) TO THE
 AJ3827'STATION 14 FT (4.3 M) RIGHT (EAST) OF CENTERLINE OF DIRT ROAD
 AJ3827'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3827'COMPRESSED ON A 12 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3827'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3827'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BJ1 1999, SURROUNDED WITH A
 AJ3827'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3827'MARKER
 AJ3827'STATION TIES -
 AJ3827'14 FT (4.3 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3827'26 FT (7.9 M) NORTH OF THE CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3827'9 FT (2.7 M) SOUTH OF A MAILBOX
 AJ3827'28 FT (8.5 M) SOUTH OF A POWER POLE
 AJ3827'2 FT (0.6 M) WEST OF A BARBED WIRE FENCE
 AJ3827'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3827'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3562 ***********************************************************************
 AJ3562  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3562  DESIGNATION -  4BL1
 AJ3562  PID         -  AJ3562
 AJ3562  STATE/COUNTY-  AZ/MARICOPA
 AJ3562  USGS QUAD   -  WINTERSBURG (1984)
 AJ3562
 AJ3562                         *CURRENT SURVEY CONTROL
 AJ3562  ___________________________________________________________________
 AJ3562* NAD 83(1992)-  33 25 28.81514(N)    112 52 03.16745(W)     ADJUSTED  
 AJ3562* NAVD 88     -       308.17   (meters)    1011.1    (feet)  GPS OBS   
 AJ3562  ___________________________________________________________________
 AJ3562  X           -  -2,070,824.798 (meters)                     COMP
 AJ3562  Y           -  -4,910,085.800 (meters)                     COMP
 AJ3562  Z           -   3,493,516.870 (meters)                     COMP
 AJ3562  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AJ3562  ELLIP HEIGHT-         277.20  (meters)          (04/12/01) GPS OBS
 AJ3562  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3562
 AJ3562  HORZ ORDER  -  B
 AJ3562  ELLP ORDER  -  THIRD     CLASS II
 AJ3562
 AJ3562.The horizontal coordinates were established by GPS observations
 AJ3562.and adjusted by the National Geodetic Survey in April 2001..
 AJ3562
 AJ3562.The orthometric height was determined by GPS observations and a
 AJ3562.high-resolution geoid model using precise GPS observation and
 AJ3562.processing techniques.
 AJ3562
 AJ3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3562
 AJ3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3562
 AJ3562.The ellipsoidal height was determined by GPS observations
 AJ3562.and is referenced to NAD 83.
 AJ3562
 AJ3562.The geoid height was determined by GEOID03.
 AJ3562
 AJ3562;                    North         East     Units Scale Factor Converg.
 AJ3562;SPC AZ C     -   269,250.545   124,932.605   MT  0.99999637   -0 31 25.7
 AJ3562;SPC AZ C     -   883,367.93    409,883.87   iFT  0.99999637   -0 31 25.7
 AJ3562;UTM  12      - 3,699,926.662   326,369.959   MT  0.99997169   -1 01 44.3
 AJ3562
 AJ3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3562!SPC AZ C     -   0.99995648  x   0.99999637  =   0.99995285
 AJ3562!UTM  12      -   0.99995648  x   0.99997169  =   0.99992817
 AJ3562
 AJ3562                          SUPERSEDED SURVEY CONTROL
 AJ3562
 AJ3562.No superseded survey control is available for this station.
 AJ3562
 AJ3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2637099927(NAD 83)
 AJ3562_MARKER: I = METAL ROD
 AJ3562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3562_STAMPING: 4BL1 1999
 AJ3562_MARK LOGO: MCDOT 
 AJ3562_PROJECTION: FLUSH
 AJ3562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3562+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3562_ROD/PIPE-DEPTH:  3.7 meters
 AJ3562_SLEEVE-DEPTH  :  0.8 meters
 AJ3562
 AJ3562  HISTORY     - Date     Condition        Report By
 AJ3562  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3562
 AJ3562                          STATION DESCRIPTION
 AJ3562
 AJ3562'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3562'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3562'PHOENIX, TOWNSHIP 01 NORTH, RANGE 06 WEST, SECTION 15
 AJ3562'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3562'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3562'ROAD (EXIT 98) ,THENCE TURN LEFT (SOUTH) ON TO WINTERSBURG ROAD AND
 AJ3562'DRIVE 4.0 MI (6.4 KM) TO SALOME HIGHWAY, THENCE TURN LEFT (EAST) ON TO
 AJ3562'SALOME HIGHWAY AND DRIVE SOUTHEAST FOR 80 FT (24.4 M) , THENCE PARK
 AJ3562'VEHICLE AND WALK 95 FT (29.0 M) NORTH AND TO STATION AS DESCRIBED
 AJ3562'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3562'COMPRESSED ON A 12 FOOT (3.66 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3562'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3562'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BL1 1999, SURROUNDED
 AJ3562'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3562'CARSONITE MARKER
 AJ3562'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3562'4.0 MI (6.4 KM) - SOUTH OF INTERSTATE 10
 AJ3562'95 FT (29.0 M) - NORTH OF SALOME HIGHWAY
 AJ3562'80 FT (24.4 M) - SOUTHEAST OF WINTERSBURG ROAD
 AJ3562'70 FT (21.3 M) - NORTHWEST OF A POWER POLE
 AJ3562'5 FT (1.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3562'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3562'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3563 ***********************************************************************
 AJ3563  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3563  DESIGNATION -  4BO2
 AJ3563  PID         -  AJ3563
 AJ3563  STATE/COUNTY-  AZ/MARICOPA
 AJ3563  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3563
 AJ3563                         *CURRENT SURVEY CONTROL
 AJ3563  ___________________________________________________________________
 AJ3563* NAD 83(1992)-  33 26 04.43657(N)    113 01 08.51306(W)     ADJUSTED  
 AJ3563* NAVD 88     -       439.99   (meters)    1443.5    (feet)  GPS OBS   
 AJ3563  ___________________________________________________________________
 AJ3563  X           -  -2,083,605.955 (meters)                     COMP
 AJ3563  Y           -  -4,904,138.332 (meters)                     COMP
 AJ3563  Z           -   3,494,505.439 (meters)                     COMP
 AJ3563  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AJ3563  ELLIP HEIGHT-         409.02  (meters)          (04/12/01) GPS OBS
 AJ3563  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AJ3563
 AJ3563  HORZ ORDER  -  B
 AJ3563  ELLP ORDER  -  THIRD     CLASS II
 AJ3563
 AJ3563.The horizontal coordinates were established by GPS observations
 AJ3563.and adjusted by the National Geodetic Survey in April 2001..
 AJ3563
 AJ3563.The orthometric height was determined by GPS observations and a
 AJ3563.high-resolution geoid model using precise GPS observation and
 AJ3563.processing techniques.
 AJ3563
 AJ3563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3563
 AJ3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3563
 AJ3563.The ellipsoidal height was determined by GPS observations
 AJ3563.and is referenced to NAD 83.
 AJ3563
 AJ3563.The geoid height was determined by GEOID03.
 AJ3563
 AJ3563;                    North         East     Units Scale Factor Converg.
 AJ3563;SPC AZ C     -   270,487.037   110,856.208   MT  1.00002950   -0 36 26.8
 AJ3563;SPC AZ C     -   887,424.66    363,701.47   iFT  1.00002950   -0 36 26.8
 AJ3563;UTM  12      - 3,701,287.220   312,305.152   MT  1.00003435   -1 06 46.0
 AJ3563
 AJ3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3563!SPC AZ C     -   0.99993579  x   1.00002950  =   0.99996529
 AJ3563!UTM  12      -   0.99993579  x   1.00003435  =   0.99997014
 AJ3563
 AJ3563                          SUPERSEDED SURVEY CONTROL
 AJ3563
 AJ3563.No superseded survey control is available for this station.
 AJ3563
 AJ3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1230501287(NAD 83)
 AJ3563_MARKER: I = METAL ROD
 AJ3563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3563+WITH SETTING: INFORMATION.
 AJ3563_STAMPING: 4BO2 1999
 AJ3563_MARK LOGO: MCDOT 
 AJ3563_PROJECTION: FLUSH
 AJ3563_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3563+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3563_ROD/PIPE-DEPTH:  1.2 meters
 AJ3563_SLEEVE-DEPTH  :  0.8 meters
 AJ3563
 AJ3563  HISTORY     - Date     Condition        Report By
 AJ3563  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3563
 AJ3563                          STATION DESCRIPTION
 AJ3563
 AJ3563'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3563'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3563'PHOENIX, TOWNSHIP 01 NORTH, RANGE 07 WEST, SECTION 18
 AJ3563'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3563'10, DRIVE WEST ON INTERSTATE 10 FOR 51.0 MI (82.1 KM) TO 411TH AVENUE
 AJ3563'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.8
 AJ3563'MI (4.5 KM) TO SALOME HIGHWAY, THENCE TURN RIGHT (WEST) ONTO SALOME
 AJ3563'HIGHWAY AND DRIVE 4.4 MI (7.1 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF
 AJ3563'SALOME HIGHWAY, THENCE TURN LEFT (SOUTH) ON TO DIRT (TRACK) ROAD AND
 AJ3563'DRIVE 1.4 MI (2.3 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3563'CONTINUE SOUTH FOR 0.7 MI (1.1 KM) TO WHERE THE ROAD DIPS FROM INTO A
 AJ3563'VALLEY TO UP A SMALL HILL, THENCE CONTINUE SOUTH ON TRACK ROAD FOR 1.2
 AJ3563'MI (1.9 KM) , THENCE PARK VEHICLE AND WALK 50 FT (15.2 M) WEST AND THE
 AJ3563'STATION AS DESCRIBED
 AJ3563'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3563'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL,
 AJ3563'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3563'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BO2 1999, SURROUNDED WITH A
 AJ3563'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3563'MARKER
 AJ3563'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3563'2.3 MI (3.7 KM) - SOUTH OF SALOME HIGHWAY
 AJ3563'0.2 MI (0.3 KM) - NORTH OF AN IMPASSABLE GORGE ROAD
 AJ3563'50 FT (15.2 M) - WEST OF THE TRACK ROAD
 AJ3563'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3563'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3563'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3564 ***********************************************************************
 AJ3564  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3564  DESIGNATION -  4BR1
 AJ3564  PID         -  AJ3564
 AJ3564  STATE/COUNTY-  AZ/MARICOPA
 AJ3564  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3564
 AJ3564                         *CURRENT SURVEY CONTROL
 AJ3564  ___________________________________________________________________
 AJ3564* NAD 83(1992)-  33 25 16.10743(N)    113 10 16.54708(W)     ADJUSTED  
 AJ3564* NAVD 88     -       342.00   (meters)    1122.0    (feet)  GPS OBS   
 AJ3564  ___________________________________________________________________
 AJ3564  X           -  -2,096,919.113 (meters)                     COMP
 AJ3564  Y           -  -4,899,263.749 (meters)                     COMP
 AJ3564  Z           -   3,493,208.581 (meters)                     COMP
 AJ3564  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AJ3564  ELLIP HEIGHT-         310.77  (meters)          (04/12/01) GPS OBS
 AJ3564  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AJ3564
 AJ3564  HORZ ORDER  -  B
 AJ3564  ELLP ORDER  -  THIRD     CLASS II
 AJ3564
 AJ3564.The horizontal coordinates were established by GPS observations
 AJ3564.and adjusted by the National Geodetic Survey in April 2001..
 AJ3564
 AJ3564.The orthometric height was determined by GPS observations and a
 AJ3564.high-resolution geoid model using precise GPS observation and
 AJ3564.processing techniques.
 AJ3564
 AJ3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3564
 AJ3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3564
 AJ3564.The ellipsoidal height was determined by GPS observations
 AJ3564.and is referenced to NAD 83.
 AJ3564
 AJ3564.The geoid height was determined by GEOID03.
 AJ3564
 AJ3564;                    North         East     Units Scale Factor Converg.
 AJ3564;SPC AZ C     -   269,158.528    96,682.085   MT  1.00006779   -0 41 27.9
 AJ3564;SPC AZ C     -   883,066.04    317,198.44   iFT  1.00006779   -0 41 27.9
 AJ3564;UTM  12      - 3,700,083.737   298,119.583   MT  1.00010249   -1 11 46.7
 AJ3564
 AJ3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3564!SPC AZ C     -   0.99995121  x   1.00006779  =   1.00001900
 AJ3564!UTM  12      -   0.99995121  x   1.00010249  =   1.00005370
 AJ3564
 AJ3564                          SUPERSEDED SURVEY CONTROL
 AJ3564
 AJ3564.No superseded survey control is available for this station.
 AJ3564
 AJ3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9812000084(NAD 83)
 AJ3564_MARKER: I = METAL ROD
 AJ3564_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3564_STAMPING: 4BR1 1999
 AJ3564_MARK LOGO: MCDOT 
 AJ3564_PROJECTION: FLUSH
 AJ3564_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3564+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3564_ROD/PIPE-DEPTH:  8.5 meters
 AJ3564_SLEEVE-DEPTH  :  0.8 meters
 AJ3564
 AJ3564  HISTORY     - Date     Condition        Report By
 AJ3564  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3564
 AJ3564                          STATION DESCRIPTION
 AJ3564
 AJ3564'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3564'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3564'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 15
 AJ3564'OWNERSHIP - STATE TRUST LAND
 AJ3564'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3564'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3564'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3564'DRIVE 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT AT FORK
 AJ3564'ON TO HARQUAHALA VALLEY ROAD AND DRIVE 0.4 MI (0.6 KM) TO A 90 DEGREE
 AJ3564'BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA VALLEY ROAD
 AJ3564'FOR 8.0 MI (12.9 KM) TO LOWER BUCKEYE ROAD, THENCE TURN RIGHT (WEST)
 AJ3564'ON TO LOWER BUCKEYE ROAD AND DRIVE 0.5 MI (0.8 KM) TO A BC IN HAND
 AJ3564'HOLE AT 1/4 CORNER, THENCE CONTINUE WEST ON LOWER BUCKEYE ROAD FOR 200
 AJ3564'FT (61.0 M) , PARK VEHICLE AND WALK 38 FT (11.6 M) NORTH AND TO THE
 AJ3564'STATION AS DESCRIBED
 AJ3564'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3564'COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3564'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3564'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BR1 1999, SURROUNDED
 AJ3564'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3564'CARSONITE MARKER
 AJ3564'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3564'8.6 MI (13.8 KM) - SOUTH OF INTERSTATE 10
 AJ3564'335 FT (102.1 M) - EAST OF A POWER POLE 39 FT (11.9 M) NORTH OF LOWER
 AJ3564'BUCKEYE ROAD
 AJ3564'200 FT (61.0 M) - WEST OF AN FD 1/2 INCH REBAR NORTH OF LOWER BUCKEYE
 AJ3564'ROAD AND 0.5 MI (0.8 KM) WEST OF HARQUAHALA VALLEY ROAD
 AJ3564'200 FT (61.0 M) - WEST OF A BC IN HAND HOLE AT 1/4 CORNER LOCATED 0.5
 AJ3564'MI (0.8 KM) WEST OF HARQUAHALA VALLEY ROAD
 AJ3564'166 FT (50.6 M) - WEST OF A POWER POLE LOCATED 39 FT (11.9 M) NORTH OF
 AJ3564'LOWER BUCKEYE ROAD
 AJ3564'40 FT (12.2 M) - SOUTH OF AN FD 1/2 INCH REBAR 0.5 MI (0.8 KM) WEST OF
 AJ3564'HARQUAHALA VALLEY ROAD
 AJ3564'38 FT (11.6 M) - NORTH OF CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3564'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3564'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3564'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3837 ***********************************************************************
 AJ3837  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3837  DESIGNATION -  4CA4
 AJ3837  PID         -  AJ3837
 AJ3837  STATE/COUNTY-  AZ/MARICOPA
 AJ3837  USGS QUAD   -  TOLLESON (1982)
 AJ3837
 AJ3837                         *CURRENT SURVEY CONTROL
 AJ3837  ___________________________________________________________________
 AJ3837* NAD 83(1992)-  33 27 33.82380(N)    112 18 22.47609(W)     ADJUSTED  
 AJ3837* NAVD 88     -       311.20   (meters)    1021.0    (feet)  GPS OBS   
 AJ3837  ___________________________________________________________________
 AJ3837  X           -  -2,021,819.635 (meters)                     COMP
 AJ3837  Y           -  -4,928,175.978 (meters)                     COMP
 AJ3837  Z           -   3,496,732.803 (meters)                     COMP
 AJ3837  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AJ3837  ELLIP HEIGHT-         280.87  (meters)          (04/12/01) GPS OBS
 AJ3837  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AJ3837
 AJ3837  HORZ ORDER  -  B
 AJ3837  ELLP ORDER  -  THIRD     CLASS II
 AJ3837
 AJ3837.The horizontal coordinates were established by GPS observations
 AJ3837.and adjusted by the National Geodetic Survey in April 2001..
 AJ3837
 AJ3837.The orthometric height was determined by GPS observations and a
 AJ3837.high-resolution geoid model using precise GPS observation and
 AJ3837.processing techniques.
 AJ3837
 AJ3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3837
 AJ3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3837
 AJ3837.The ellipsoidal height was determined by GPS observations
 AJ3837.and is referenced to NAD 83.
 AJ3837
 AJ3837.The geoid height was determined by GEOID03.
 AJ3837
 AJ3837;                    North         East     Units Scale Factor Converg.
 AJ3837;SPC AZ C     -   272,765.218   177,146.162   MT  0.99991616   -0 12 53.3
 AJ3837;SPC AZ C     -   894,899.01    581,188.20   iFT  0.99991616   -0 12 53.3
 AJ3837;UTM  12      - 3,702,980.463   378,608.324   MT  0.99978167   -0 43 13.0
 AJ3837
 AJ3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3837!SPC AZ C     -   0.99995591  x   0.99991616  =   0.99987207
 AJ3837!UTM  12      -   0.99995591  x   0.99978167  =   0.99973759
 AJ3837
 AJ3837                          SUPERSEDED SURVEY CONTROL
 AJ3837
 AJ3837.No superseded survey control is available for this station.
 AJ3837
 AJ3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7860802980(NAD 83)
 AJ3837_MARKER: I = METAL ROD
 AJ3837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3837_STAMPING: 4CA4 1999
 AJ3837_MARK LOGO: MCDOT 
 AJ3837_PROJECTION: FLUSH
 AJ3837_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3837+STABILITY: POSITION/ELEVATION WELL
 AJ3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3837+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3837_ROD/PIPE-DEPTH: 12.8 meters
 AJ3837_SLEEVE-DEPTH  :  0.8 meters
 AJ3837
 AJ3837  HISTORY     - Date     Condition        Report By
 AJ3837  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3837
 AJ3837                          STATION DESCRIPTION
 AJ3837
 AJ3837'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3837'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF THE TOWN OF
 AJ3837'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 1 EAST, SECTION 6
 AJ3837'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3837'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 115TH
 AJ3837'AVENUE AT EXIT 131, EXIT INTERSTATE 10 ON EXIT 131 AND THEN PARK NEAR
 AJ3837'OR UNDER THE 115TH AVENUE AND INTERSTATE 10 OVERPASS, THENCE HIKE UP
 AJ3837'THE EAST EMBANKMENT OF 115TH AVENUE TO THE STATION IN THE MEDIAN
 AJ3837'BETWEEN THE EAST AND WEST BOUND LANES OF INTERSTATE 10
 AJ3837'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3837'COMPRESSED ON A 42 FT (12.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3837'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3837'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CA4 1999, SURROUNDED WITH A
 AJ3837'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3837'MARKER
 AJ3837'STATION TIES -
 AJ3837'9 FT (2.7 M) WEST OF A CHAIN LINK FENCE
 AJ3837'28 FT (8.5 M) SOUTH OF A GUARD RAIL ON THE SOUTH SIDE OF THE WEST
 AJ3837'BOUND LANES OF INTERSTATE 10
 AJ3837'25 FT (7.6 M) NORTH OF A GUARD RAIL ON THE NORTH SIDE OF THE EAST
 AJ3837'BOUND LANES OF INTERSTATE 10
 AJ3837'11 FT (3.4 M) EAST OF THE TOP OF THE EMBANKMENT ON THE EAST SIDE OF
 AJ3837'115TH AVENUE
 AJ3837'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3837'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3836 ***********************************************************************
 AJ3836  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3836  DESIGNATION -  4CC4
 AJ3836  PID         -  AJ3836
 AJ3836  STATE/COUNTY-  AZ/MARICOPA
 AJ3836  USGS QUAD   -  PERRYVILLE (1982)
 AJ3836
 AJ3836                         *CURRENT SURVEY CONTROL
 AJ3836  ___________________________________________________________________
 AJ3836* NAD 83(1992)-  33 27 41.02666(N)    112 24 33.04914(W)     ADJUSTED  
 AJ3836* NAVD 88     -       311.80   (meters)    1023.0    (feet)  GPS OBS   
 AJ3836  ___________________________________________________________________
 AJ3836  X           -  -2,030,623.809 (meters)                     COMP
 AJ3836  Y           -  -4,924,422.968 (meters)                     COMP
 AJ3836  Z           -   3,496,918.260 (meters)                     COMP
 AJ3836  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AJ3836  ELLIP HEIGHT-         281.44  (meters)          (04/12/01) GPS OBS
 AJ3836  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ3836
 AJ3836  HORZ ORDER  -  B
 AJ3836  ELLP ORDER  -  THIRD     CLASS II
 AJ3836
 AJ3836.The horizontal coordinates were established by GPS observations
 AJ3836.and adjusted by the National Geodetic Survey in April 2001..
 AJ3836
 AJ3836.The orthometric height was determined by GPS observations and a
 AJ3836.high-resolution geoid model using precise GPS observation and
 AJ3836.processing techniques.
 AJ3836
 AJ3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3836
 AJ3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3836
 AJ3836.The ellipsoidal height was determined by GPS observations
 AJ3836.and is referenced to NAD 83.
 AJ3836
 AJ3836.The geoid height was determined by GEOID03.
 AJ3836
 AJ3836;                    North         East     Units Scale Factor Converg.
 AJ3836;SPC AZ C     -   273,027.724   167,578.431   MT  0.99992583   -0 16 17.6
 AJ3836;SPC AZ C     -   895,760.25    549,798.00   iFT  0.99992583   -0 16 17.6
 AJ3836;UTM  12      - 3,703,327.329   369,044.471   MT  0.99981143   -0 46 37.6
 AJ3836
 AJ3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3836!SPC AZ C     -   0.99995582  x   0.99992583  =   0.99988165
 AJ3836!UTM  12      -   0.99995582  x   0.99981143  =   0.99976726
 AJ3836
 AJ3836                          SUPERSEDED SURVEY CONTROL
 AJ3836
 AJ3836.No superseded survey control is available for this station.
 AJ3836
 AJ3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6904403327(NAD 83)
 AJ3836_MARKER: I = METAL ROD
 AJ3836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3836_STAMPING: 4CC4 1999
 AJ3836_MARK LOGO: MCDOT 
 AJ3836_PROJECTION: FLUSH
 AJ3836_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3836+STABILITY: POSITION/ELEVATION WELL
 AJ3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3836+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3836_ROD/PIPE-DEPTH: 12.2 meters
 AJ3836_SLEEVE-DEPTH  :  0.8 meters
 AJ3836
 AJ3836  HISTORY     - Date     Condition        Report By
 AJ3836  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3836
 AJ3836                          STATION DESCRIPTION
 AJ3836
 AJ3836'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3836'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHWEST OF THE TOWN OF
 AJ3836'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 6
 AJ3836'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3836'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND ESTRELLA
 AJ3836'PARKWAY AT EXIT 126, DRIVE NORTH ON ESTRELLA PARKWAY 0.2 MI (0.3 KM)
 AJ3836'TO THE INTERSECTION OF MCDOWELL ROAD AND ESTRELLA PARKWAY, THENCE TURN
 AJ3836'LEFT (WEST) ONTO MCDOWELL ROAD AND DRIVE 1.0 MILES (1.6 KM) TO THE
 AJ3836'INTERSECTION OF SARIVAL ROAD AND MCDOWELL ROAD, THENCE TURN LEFT
 AJ3836'(SOUTH) AND DRIVE 0.2 MILES (0.3 KM) TO THE UNDERPASS OF INTERSTATE 10
 AJ3836'AND PARK VEHICLE, THENCE HIKE UP THE SLOPE ON THE EAST SIDE OF SARIVAL
 AJ3836'ROAD TO THE STATION IN THE MEDIAN BETWEEN THE EAST AND WEST BOUND
 AJ3836'LANES OF INTERSTATE 10
 AJ3836'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3836'COMPRESSED ON A 40 FT (12.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3836'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3836'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CC4 1999, SURROUNDED WITH A
 AJ3836'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3836'MARKER
 AJ3836'STATION TIES -
 AJ3836'19 FT (5.8 M) EAST OF A CHAIN LINK FENCE
 AJ3836'36 FT (11.0 M) SOUTH OF A GUARD RAIL ON THE SOUTH SIDE OF THE WEST
 AJ3836'BOUND LANES OF INTERSTATE 10
 AJ3836'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3836'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3835 ***********************************************************************
 AJ3835  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3835  DESIGNATION -  4CE2
 AJ3835  PID         -  AJ3835
 AJ3835  STATE/COUNTY-  AZ/MARICOPA
 AJ3835  USGS QUAD   -  PERRYVILLE (1982)
 AJ3835
 AJ3835                         *CURRENT SURVEY CONTROL
 AJ3835  ___________________________________________________________________
 AJ3835* NAD 83(1992)-  33 27 44.90911(N)    112 28 42.68466(W)     ADJUSTED  
 AJ3835* NAVD 88     -       333.12   (meters)    1092.9    (feet)  GPS OBS   
 AJ3835  ___________________________________________________________________
 AJ3835  X           -  -2,036,563.780 (meters)                     COMP
 AJ3835  Y           -  -4,921,917.278 (meters)                     COMP
 AJ3835  Z           -   3,497,029.826 (meters)                     COMP
 AJ3835  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AJ3835  ELLIP HEIGHT-         302.79  (meters)          (04/12/01) GPS OBS
 AJ3835  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AJ3835
 AJ3835  HORZ ORDER  -  B
 AJ3835  ELLP ORDER  -  THIRD     CLASS II
 AJ3835
 AJ3835.The horizontal coordinates were established by GPS observations
 AJ3835.and adjusted by the National Geodetic Survey in April 2001..
 AJ3835
 AJ3835.The orthometric height was determined by GPS observations and a
 AJ3835.high-resolution geoid model using precise GPS observation and
 AJ3835.processing techniques.
 AJ3835
 AJ3835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3835
 AJ3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3835
 AJ3835.The ellipsoidal height was determined by GPS observations
 AJ3835.and is referenced to NAD 83.
 AJ3835
 AJ3835.The geoid height was determined by GEOID03.
 AJ3835
 AJ3835;                    North         East     Units Scale Factor Converg.
 AJ3835;SPC AZ C     -   273,180.032   161,133.209   MT  0.99993362   -0 18 35.3
 AJ3835;SPC AZ C     -   896,259.95    528,652.26   iFT  0.99993362   -0 18 35.3
 AJ3835;UTM  12      - 3,703,536.477   362,601.538   MT  0.99983275   -0 48 55.3
 AJ3835
 AJ3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3835!SPC AZ C     -   0.99995247  x   0.99993362  =   0.99988609
 AJ3835!UTM  12      -   0.99995247  x   0.99983275  =   0.99978522
 AJ3835
 AJ3835                          SUPERSEDED SURVEY CONTROL
 AJ3835
 AJ3835.No superseded survey control is available for this station.
 AJ3835
 AJ3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6260203536(NAD 83)
 AJ3835_MARKER: I = METAL ROD
 AJ3835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3835_STAMPING: 4CE2 1999
 AJ3835_MARK LOGO: MCDOT 
 AJ3835_PROJECTION: FLUSH
 AJ3835_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3835+STABILITY: POSITION/ELEVATION WELL
 AJ3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3835+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3835_ROD/PIPE-DEPTH: 25.0 meters
 AJ3835_SLEEVE-DEPTH  :  0.8 meters
 AJ3835
 AJ3835  HISTORY     - Date     Condition        Report By
 AJ3835  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3835
 AJ3835                          STATION DESCRIPTION
 AJ3835
 AJ3835'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3835'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF THE TOWN OF
 AJ3835'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 4
 AJ3835'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3835'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3835'TRAIL ROAD AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL ROAD
 AJ3835'UNDERNEATH THE INTERSTATE 10 UNDERPASS AND PARK THERE, THENCE HIKE UP
 AJ3835'THE BANK ON THE EAST SIDE OF JACKRABBIT TRAIL BETWEEN THE EAST AND
 AJ3835'WEST BOUND BRIDGES TO THE STATION IN THE MEDIAN BETWEEN THE EAST AND
 AJ3835'WEST BOUND LANES OF INTERSTATE 10
 AJ3835'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3835'COMPRESSED ON A 82 FT (25.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3835'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3835'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CE2 1999, SURROUNDED WITH A
 AJ3835'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3835'MARKER
 AJ3835'STATION TIES -
 AJ3835'10 FT (3.0 M) EAST OF A CHAIN LINK FENCE
 AJ3835'10 FT (3.0 M) NORTH OF THE NGS MONUMENT NAMED JACK
 AJ3835'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3835'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3834 ***********************************************************************
 AJ3834  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3834  DESIGNATION -  4CF3
 AJ3834  PID         -  AJ3834
 AJ3834  STATE/COUNTY-  AZ/MARICOPA
 AJ3834  USGS QUAD   -  VALENCIA (1982)
 AJ3834
 AJ3834                         *CURRENT SURVEY CONTROL
 AJ3834  ___________________________________________________________________
 AJ3834* NAD 83(1992)-  33 27 49.16160(N)    112 33 33.88349(W)     ADJUSTED  
 AJ3834* NAVD 88     -       419.12   (meters)    1375.1    (feet)  GPS OBS   
 AJ3834  ___________________________________________________________________
 AJ3834  X           -  -2,043,510.180 (meters)                     COMP
 AJ3834  Y           -  -4,919,036.748 (meters)                     COMP
 AJ3834  Z           -   3,497,186.550 (meters)                     COMP
 AJ3834  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AJ3834  ELLIP HEIGHT-         388.79  (meters)          (04/12/01) GPS OBS
 AJ3834  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3834
 AJ3834  HORZ ORDER  -  B
 AJ3834  ELLP ORDER  -  THIRD     CLASS II
 AJ3834
 AJ3834.The horizontal coordinates were established by GPS observations
 AJ3834.and adjusted by the National Geodetic Survey in April 2001..
 AJ3834
 AJ3834.The orthometric height was determined by GPS observations and a
 AJ3834.high-resolution geoid model using precise GPS observation and
 AJ3834.processing techniques.
 AJ3834
 AJ3834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3834
 AJ3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3834
 AJ3834.The ellipsoidal height was determined by GPS observations
 AJ3834.and is referenced to NAD 83.
 AJ3834
 AJ3834.The geoid height was determined by GEOID03.
 AJ3834
 AJ3834;                    North         East     Units Scale Factor Converg.
 AJ3834;SPC AZ C     -   273,354.621   153,614.994   MT  0.99994399   -0 21 15.9
 AJ3834;SPC AZ C     -   896,832.75    503,986.20   iFT  0.99994399   -0 21 15.9
 AJ3834;UTM  12      - 3,703,777.377   355,085.855   MT  0.99985891   -0 51 36.1
 AJ3834
 AJ3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3834!SPC AZ C     -   0.99993897  x   0.99994399  =   0.99988296
 AJ3834!UTM  12      -   0.99993897  x   0.99985891  =   0.99979788
 AJ3834
 AJ3834                          SUPERSEDED SURVEY CONTROL
 AJ3834
 AJ3834.No superseded survey control is available for this station.
 AJ3834
 AJ3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5508603777(NAD 83)
 AJ3834_MARKER: DD = SURVEY DISK
 AJ3834_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3834_STAMPING: 3CF3 1999
 AJ3834_MARK LOGO: MCDOT 
 AJ3834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3834+STABILITY: POSITION/ELEVATION WELL
 AJ3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3834+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3834
 AJ3834  HISTORY     - Date     Condition        Report By
 AJ3834  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3834
 AJ3834                          STATION DESCRIPTION
 AJ3834
 AJ3834'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3834'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE
 AJ3834'TOWN OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 3 WEST, SECTION 4
 AJ3834'OWNERSHIP - STATE LAND
 AJ3834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3834'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 1.9 MI (3.1 KM) TO THE
 AJ3834'INTERSECTION OF BROADWAY ROAD AND MILLER ROAD, THENCE TURN LEFT (EAST)
 AJ3834'ONTO BROADWAY ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3834'WATSON ROAD AND BROADWAY ROAD, THENCE TURN LEFT (NORTH) ONTO WATSON
 AJ3834'ROAD AND DRIVE 3.6 MI (5.8 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT,
 AJ3834'THENCE TURN LEFT (WEST) ONTO THE DIRT ROAD AND IMMEDIATELY STAY TO THE
 AJ3834'RIGHT OF A Y IN THE ROAD AND DRIVE NORTHWESTERLY 0.4 MI (0.6 KM) TO
 AJ3834'ANOTHER Y IN THE ROAD, THENCE VEER RIGHT ONTO AN UNMARKED DIRT ROAD ON
 AJ3834'THE RIGHT AND DRIVE NORTHERLY 0.1 MI (0.2 KM) TO THE STATION ON TOP OF
 AJ3834'A HILL 50 FT (15.2 M) EAST OF THE ROAD
 AJ3834'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3834'COUNTY D.O.T.  BRASS DISK, STAMPED 4CF3 1999, SET IN A ROCK OUTCROP,
 AJ3834'WITNESSED BY A WHITE CARSONITE MARKER EAST 2 FT
 AJ3834'(0.6 M) STATION TIES -
 AJ3834'50 FT (15.2 M) EAST OF DIRT ROAD AT THE TOP OF THE HILL
 AJ3834'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3834'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3833 ***********************************************************************
 AJ3833  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3833  DESIGNATION -  4CG5
 AJ3833  PID         -  AJ3833
 AJ3833  STATE/COUNTY-  AZ/MARICOPA
 AJ3833  USGS QUAD   -  VALENCIA (1982)
 AJ3833
 AJ3833                         *CURRENT SURVEY CONTROL
 AJ3833  ___________________________________________________________________
 AJ3833* NAD 83(1992)-  33 27 44.96885(N)    112 37 04.55903(W)     ADJUSTED  
 AJ3833* NAVD 88     -       378.92   (meters)    1243.2    (feet)  GPS OBS   
 AJ3833  ___________________________________________________________________
 AJ3833  X           -  -2,048,547.809 (meters)                     COMP
 AJ3833  Y           -  -4,916,981.708 (meters)                     COMP
 AJ3833  Z           -   3,497,056.571 (meters)                     COMP
 AJ3833  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AJ3833  ELLIP HEIGHT-         348.51  (meters)          (04/12/01) GPS OBS
 AJ3833  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3833
 AJ3833  HORZ ORDER  -  B
 AJ3833  ELLP ORDER  -  THIRD     CLASS II
 AJ3833
 AJ3833.The horizontal coordinates were established by GPS observations
 AJ3833.and adjusted by the National Geodetic Survey in April 2001..
 AJ3833
 AJ3833.The orthometric height was determined by GPS observations and a
 AJ3833.high-resolution geoid model using precise GPS observation and
 AJ3833.processing techniques.
 AJ3833
 AJ3833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3833
 AJ3833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3833
 AJ3833.The ellipsoidal height was determined by GPS observations
 AJ3833.and is referenced to NAD 83.
 AJ3833
 AJ3833.The geoid height was determined by GEOID03.
 AJ3833
 AJ3833;                    North         East     Units Scale Factor Converg.
 AJ3833;SPC AZ C     -   273,260.638   148,174.329   MT  0.99995237   -0 23 12.1
 AJ3833;SPC AZ C     -   896,524.40    486,136.25   iFT  0.99995237   -0 23 12.1
 AJ3833;UTM  12      - 3,703,731.411   349,645.004   MT  0.99987871   -0 53 32.2
 AJ3833
 AJ3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3833!SPC AZ C     -   0.99994529  x   0.99995237  =   0.99989766
 AJ3833!UTM  12      -   0.99994529  x   0.99987871  =   0.99982401
 AJ3833
 AJ3833                          SUPERSEDED SURVEY CONTROL
 AJ3833
 AJ3833.No superseded survey control is available for this station.
 AJ3833
 AJ3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4964503731(NAD 83)
 AJ3833_MARKER: I = METAL ROD
 AJ3833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3833+WITH SETTING: INFORMATION.
 AJ3833_STAMPING: 4CG5 1999
 AJ3833_MARK LOGO: MCDOT 
 AJ3833_PROJECTION: FLUSH
 AJ3833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3833+STABILITY: POSITION/ELEVATION WELL
 AJ3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3833+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3833_ROD/PIPE-DEPTH:  1.2 meters
 AJ3833_SLEEVE-DEPTH  :  0.8 meters
 AJ3833
 AJ3833  HISTORY     - Date     Condition        Report By
 AJ3833  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3833
 AJ3833                          STATION DESCRIPTION
 AJ3833
 AJ3833'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3833'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF THE
 AJ3833'TOWN OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 4 WEST, SECTION 1
 AJ3833'OWNERSHIP - BLM
 AJ3833'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3833'ROAD AT EXIT 114, DRIVE NORTH ON MILLER ROAD 0.1 MI (0.2 KM) TO THE
 AJ3833'INTERSECTION OF THE TONOPAH SALOME HIGHWAY (DIRT ROAD) AND MILLER ROAD
 AJ3833'AT LATITUDE 33 26 07 LONGITUDE 112 35 27, THENCE TURN LEFT (WEST) ONTO
 AJ3833'THE TONOPAH SALOME HIGHWAY AND DRIVE NORTHWEST 1.7 MI (2.7 KM) TO THE
 AJ3833'INTERSECTION OF TONOPAH SALOME HIGHWAY AND AN UNMARKED DIRT POWER LINE
 AJ3833'ROAD ON THE RIGHT AT LATITUDE 33 26 47 LONGITUDE 112 36 56, THENCE
 AJ3833'TURN RIGHT (NORTHWEST) ONTO THE DIRT POWER LINE ROAD AND DRIVE
 AJ3833'NORTHWESTERLY 0.7 MI (1.1 KM) TO ANOTHER UNMARKED DIRT ROAD ON THE
 AJ3833'RIGHT AT LATITUDE 33 27 17 AND LONGITUDE 112 37 18, THENCE TURN RIGHT
 AJ3833'(NORTH) ONTO THE DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON
 AJ3833'THE LEFT ON A SMALL HILL
 AJ3833'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3833'COMPRESSED ON A 4 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3833'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3833'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CG5 1999, SURROUNDED WITH A
 AJ3833'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3833'MARKER
 AJ3833'STATION TIES -
 AJ3833'NO TIES
 AJ3833'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3833'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3832 ***********************************************************************
 AJ3832  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3832  DESIGNATION -  4CI1
 AJ3832  PID         -  AJ3832
 AJ3832  STATE/COUNTY-  AZ/MARICOPA
 AJ3832  USGS QUAD   -  BUCKEYE NW (1982)
 AJ3832
 AJ3832                         *CURRENT SURVEY CONTROL
 AJ3832  ___________________________________________________________________
 AJ3832* NAD 83(1992)-  33 27 51.87599(N)    112 42 44.77674(W)     ADJUSTED  
 AJ3832* NAVD 88     -       336.90   (meters)    1105.3    (feet)  GPS OBS   
 AJ3832  ___________________________________________________________________
 AJ3832  X           -  -2,056,596.282 (meters)                     COMP
 AJ3832  Y           -  -4,913,455.349 (meters)                     COMP
 AJ3832  Z           -   3,497,210.817 (meters)                     COMP
 AJ3832  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AJ3832  ELLIP HEIGHT-         306.27  (meters)          (04/12/01) GPS OBS
 AJ3832  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3832
 AJ3832  HORZ ORDER  -  B
 AJ3832  ELLP ORDER  -  THIRD     CLASS II
 AJ3832
 AJ3832.The horizontal coordinates were established by GPS observations
 AJ3832.and adjusted by the National Geodetic Survey in April 2001..
 AJ3832
 AJ3832.The orthometric height was determined by GPS observations and a
 AJ3832.high-resolution geoid model using precise GPS observation and
 AJ3832.processing techniques.
 AJ3832
 AJ3832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3832
 AJ3832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3832
 AJ3832.The ellipsoidal height was determined by GPS observations
 AJ3832.and is referenced to NAD 83.
 AJ3832
 AJ3832.The geoid height was determined by GEOID03.
 AJ3832
 AJ3832;                    North         East     Units Scale Factor Converg.
 AJ3832;SPC AZ C     -   273,536.712   139,391.117   MT  0.99996743   -0 26 19.8
 AJ3832;SPC AZ C     -   897,430.16    457,319.94   iFT  0.99996743   -0 26 19.8
 AJ3832;UTM  12      - 3,704,084.960   340,865.137   MT  0.99991222   -0 56 40.1
 AJ3832
 AJ3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3832!SPC AZ C     -   0.99995192  x   0.99996743  =   0.99991935
 AJ3832!UTM  12      -   0.99995192  x   0.99991222  =   0.99986414
 AJ3832
 AJ3832                          SUPERSEDED SURVEY CONTROL
 AJ3832
 AJ3832.No superseded survey control is available for this station.
 AJ3832
 AJ3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4086504085(NAD 83)
 AJ3832_MARKER: I = METAL ROD
 AJ3832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3832_STAMPING: 4CI1 1999
 AJ3832_MARK LOGO: MCDOT 
 AJ3832_PROJECTION: FLUSH
 AJ3832_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3832+STABILITY: POSITION/ELEVATION WELL
 AJ3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3832+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3832_ROD/PIPE-DEPTH:  4.9 meters
 AJ3832_SLEEVE-DEPTH  :  0.8 meters
 AJ3832
 AJ3832  HISTORY     - Date     Condition        Report By
 AJ3832  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3832
 AJ3832                          STATION DESCRIPTION
 AJ3832
 AJ3832'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3832'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF THE TOWN
 AJ3832'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 1
 AJ3832'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3832'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 0.7 MI (1.1 KM)
 AJ3832'TO THE INTERSECTION OF VAN BUREN STREET AND SUN VALLEY PARKWAY, THENCE
 AJ3832'TURN LEFT (WEST) ONTO VAN BUREN AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3832'INTERSECTION OF 299TH AVENUE AND VAN BUREN STREET, THENCE TURN RIGHT
 AJ3832'(NORTH) ONTO 299TH AVENUE AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3832'INTERSECTION OF ROOSEVELT STREET AND 299TH AVENUE, THENCE TURN LEFT
 AJ3832'(WEST) ONTO ROOSEVELT STREET AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3832'INTERSECTION OF JOHNSON ROAD AND ROOSEVELT STREET THENCE TURN RIGHT
 AJ3832'(NORTH) AND DRIVE 0.5 MI (0.8 KM) TO THE INTERSECTION OF LYNWOOD
 AJ3832'STREET AND JOHNSON ROAD, THENCE CONTINUE DRIVING NORTH 200 FT (61.0 M)
 AJ3832'TO THE STATION 54 FT (16.5 M) ON THE LEFT (WEST) OF THE CENTERLINE OF
 AJ3832'JOHNSON ROAD
 AJ3832'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3832'COMPRESSED ON A 16 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3832'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3832'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CI1 1999, SURROUNDED WITH A
 AJ3832'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3832'MARKER
 AJ3832'STATION TIES -
 AJ3832'4 FT (1.2 M) EAST OF A WIRE FENCE
 AJ3832'100 FT (30.5 M) SOUTH OF A U.S.  CORP OF ENGINEERS BRASS CAP STAMPED
 AJ3832'TL-YX-3, 1960 IN A 10 FT (3.0 M) DIAMETER STONE RING
 AJ3832'54 FT (16.5 M) WEST OF THE CENTERLINE OF JOHNSON ROAD
 AJ3832'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3832'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3831 ***********************************************************************
 AJ3831  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3831  DESIGNATION -  4CK1
 AJ3831  PID         -  AJ3831
 AJ3831  STATE/COUNTY-  AZ/MARICOPA
 AJ3831  USGS QUAD   -  WINTERSBURG (1984)
 AJ3831
 AJ3831                         *CURRENT SURVEY CONTROL
 AJ3831  ___________________________________________________________________
 AJ3831* NAD 83(1992)-  33 27 51.75831(N)    112 48 57.39687(W)     ADJUSTED  
 AJ3831* NAVD 88     -       328.45   (meters)    1077.6    (feet)  GPS OBS   
 AJ3831  ___________________________________________________________________
 AJ3831  X           -  -2,065,467.112 (meters)                     COMP
 AJ3831  Y           -  -4,909,727.233 (meters)                     COMP
 AJ3831  Z           -   3,497,203.006 (meters)                     COMP
 AJ3831  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3831  ELLIP HEIGHT-         297.59  (meters)          (04/12/01) GPS OBS
 AJ3831  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AJ3831
 AJ3831  HORZ ORDER  -  B
 AJ3831  ELLP ORDER  -  THIRD     CLASS II
 AJ3831
 AJ3831.The horizontal coordinates were established by GPS observations
 AJ3831.and adjusted by the National Geodetic Survey in April 2001..
 AJ3831
 AJ3831.The orthometric height was determined by GPS observations and a
 AJ3831.high-resolution geoid model using precise GPS observation and
 AJ3831.processing techniques.
 AJ3831
 AJ3831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3831
 AJ3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3831
 AJ3831.The ellipsoidal height was determined by GPS observations
 AJ3831.and is referenced to NAD 83.
 AJ3831
 AJ3831.The geoid height was determined by GEOID03.
 AJ3831
 AJ3831;                    North         East     Units Scale Factor Converg.
 AJ3831;SPC AZ C     -   273,611.571   129,769.695   MT  0.99998612   -0 29 45.3
 AJ3831;SPC AZ C     -   897,675.76    425,753.59   iFT  0.99998612   -0 29 45.3
 AJ3831;UTM  12      - 3,704,244.721   331,245.183   MT  0.99995111   -1 00 05.7
 AJ3831
 AJ3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3831!SPC AZ C     -   0.99995328  x   0.99998612  =   0.99993940
 AJ3831!UTM  12      -   0.99995328  x   0.99995111  =   0.99990439
 AJ3831
 AJ3831                          SUPERSEDED SURVEY CONTROL
 AJ3831
 AJ3831.No superseded survey control is available for this station.
 AJ3831
 AJ3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3124504245(NAD 83)
 AJ3831_MARKER: I = METAL ROD
 AJ3831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3831_STAMPING: 4CK1 1999
 AJ3831_MARK LOGO: MCDOT 
 AJ3831_PROJECTION: FLUSH
 AJ3831_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3831+STABILITY: POSITION/ELEVATION WELL
 AJ3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3831+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3831_ROD/PIPE-DEPTH:  4.3 meters
 AJ3831_SLEEVE-DEPTH  :  0.8 meters
 AJ3831
 AJ3831  HISTORY     - Date     Condition        Report By
 AJ3831  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3831
 AJ3831                          STATION DESCRIPTION
 AJ3831
 AJ3831'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3831'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF THE TOWN
 AJ3831'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 6 WEST, SECTION 1
 AJ3831'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3831'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3831'AVENUE AT EXIT 103, DRIVE SOUTH ON 339TH AVENUE 0.9 MI (1.4 KM) TO THE
 AJ3831'INTERSECTION OF VAN BUREN STREET AND 339TH AVENUE, THENCE TURN RIGHT
 AJ3831'(WEST) ONTO VAN BUREN AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3831'355TH AVENUE AND VAN BUREN STREET, THENCE TURN RIGHT (NORTH) ONTO
 AJ3831'355TH AVENUE AND DRIVE 1.0 MI (1.6 KM) TO THE STATION 50 FT (15.2 M)
 AJ3831'LEFT (WEST) OF CENTERLINE OF 355TH AVENUE
 AJ3831'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3831'COMPRESSED ON A 14 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3831'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3831'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CK1 1999, SURROUNDED WITH A
 AJ3831'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3831'MARKER
 AJ3831'STATION TIES -
 AJ3831'50 FT (15.2 M) WEST OF THE CENTERLINE OF 355TH AVENUE
 AJ3831'90 FT (27.4 M) SOUTH OF THE CENTERLINE OF MCDOWELL ROAD
 AJ3831'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3831'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3565 ***********************************************************************
 AJ3565  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3565  DESIGNATION -  4CM1
 AJ3565  PID         -  AJ3565
 AJ3565  STATE/COUNTY-  AZ/MARICOPA
 AJ3565  USGS QUAD   -  TONOPAH (1984)
 AJ3565
 AJ3565                         *CURRENT SURVEY CONTROL
 AJ3565  ___________________________________________________________________
 AJ3565* NAD 83(1992)-  33 27 52.52360(N)    112 55 12.75882(W)     ADJUSTED  
 AJ3565* NAVD 88     -       322.41   (meters)    1057.8    (feet)  GPS OBS   
 AJ3565  ___________________________________________________________________
 AJ3565  X           -  -2,074,391.377 (meters)                     COMP
 AJ3565  Y           -  -4,905,943.655 (meters)                     COMP
 AJ3565  Z           -   3,497,219.285 (meters)                     COMP
 AJ3565  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3565  ELLIP HEIGHT-         291.44  (meters)          (04/12/01) GPS OBS
 AJ3565  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3565
 AJ3565  HORZ ORDER  -  B
 AJ3565  ELLP ORDER  -  THIRD     CLASS II
 AJ3565
 AJ3565.The horizontal coordinates were established by GPS observations
 AJ3565.and adjusted by the National Geodetic Survey in April 2001..
 AJ3565
 AJ3565.The orthometric height was determined by GPS observations and a
 AJ3565.high-resolution geoid model using precise GPS observation and
 AJ3565.processing techniques.
 AJ3565
 AJ3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3565
 AJ3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3565
 AJ3565.The ellipsoidal height was determined by GPS observations
 AJ3565.and is referenced to NAD 83.
 AJ3565
 AJ3565.The geoid height was determined by GEOID03.
 AJ3565
 AJ3565;                    North         East     Units Scale Factor Converg.
 AJ3565;SPC AZ C     -   273,723.903   120,077.623   MT  1.00000725   -0 33 12.3
 AJ3565;SPC AZ C     -   898,044.30    393,955.46   iFT  1.00000725   -0 33 12.3
 AJ3565;UTM  12      - 3,704,442.585   321,554.721   MT  0.99999259   -1 03 32.9
 AJ3565
 AJ3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3565!SPC AZ C     -   0.99995425  x   1.00000725  =   0.99996150
 AJ3565!UTM  12      -   0.99995425  x   0.99999259  =   0.99994684
 AJ3565
 AJ3565                          SUPERSEDED SURVEY CONTROL
 AJ3565
 AJ3565.No superseded survey control is available for this station.
 AJ3565
 AJ3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2155504443(NAD 83)
 AJ3565_MARKER: I = METAL ROD
 AJ3565_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3565_STAMPING: 4CM1 1999
 AJ3565_MARK LOGO: MCDOT 
 AJ3565_PROJECTION: FLUSH
 AJ3565_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3565+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3565_ROD/PIPE-DEPTH:  9.8 meters
 AJ3565_SLEEVE-DEPTH  :  0.8 meters
 AJ3565
 AJ3565  HISTORY     - Date     Condition        Report By
 AJ3565  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3565
 AJ3565                          STATION DESCRIPTION
 AJ3565
 AJ3565'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3565'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3565'PHOENIX, TOWNSHIP 02 NORTH, RANGE 07 WEST, SECTION 36
 AJ3565'OWNERSHIP - STATE TRUST LAND
 AJ3565'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3565'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3565'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.3
 AJ3565'MI (3.7 KM) TO A DIRT FARM ROAD ON THE EAST SIDE OF 411TH AVENUE,
 AJ3565'THENCE TURN LEFT (EAST) ON TO THE DIRT FARM ROAD THROUGH AN UNLOCKED
 AJ3565'GATE AND DRIVE 1.0 MI (1.6 KM) , THENCE PARK VEHICLE AND WALK 15 FT
 AJ3565'(4.6 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3565'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3565'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3565'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3565'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CM1 1999, SURROUNDED
 AJ3565'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3565'CARSONITE MARKER
 AJ3565'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3565'2.3 MI (3.7 KM) - SOUTH OF INTERSTATE 10
 AJ3565'226 FT (68.9 M) - EAST OF 4TH POWER POLE EAST OF 411TH AVENUE
 AJ3565'216 FT (65.8 M) WEST OF THE 5TH POWER POLE EAST OF 411TH AVENUE
 AJ3565'28 FT (8.5 M) - NORTH OF CONCRETE CANAL
 AJ3565'15 FT (4.6 M) - NORTH OF CENTERLINE OF DIRT FARM ROAD
 AJ3565'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3565'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3565'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3566 ***********************************************************************
 AJ3566  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3566  DESIGNATION -  4CO1
 AJ3566  PID         -  AJ3566
 AJ3566  STATE/COUNTY-  AZ/MARICOPA
 AJ3566  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3566
 AJ3566                         *CURRENT SURVEY CONTROL
 AJ3566  ___________________________________________________________________
 AJ3566* NAD 83(1992)-  33 28 05.01920(N)    113 01 31.41541(W)     ADJUSTED  
 AJ3566* NAVD 88     -       380.82   (meters)    1249.4    (feet)  GPS OBS   
 AJ3566  ___________________________________________________________________
 AJ3566  X           -  -2,083,330.132 (meters)                     COMP
 AJ3566  Y           -  -4,901,976.742 (meters)                     COMP
 AJ3566  Z           -   3,497,572.680 (meters)                     COMP
 AJ3566  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3566  ELLIP HEIGHT-         349.88  (meters)          (04/12/01) GPS OBS
 AJ3566  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AJ3566
 AJ3566  HORZ ORDER  -  B
 AJ3566  ELLP ORDER  -  THIRD     CLASS II
 AJ3566
 AJ3566.The horizontal coordinates were established by GPS observations
 AJ3566.and adjusted by the National Geodetic Survey in April 2001..
 AJ3566
 AJ3566.The orthometric height was determined by GPS observations and a
 AJ3566.high-resolution geoid model using precise GPS observation and
 AJ3566.processing techniques.
 AJ3566
 AJ3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3566
 AJ3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3566
 AJ3566.The ellipsoidal height was determined by GPS observations
 AJ3566.and is referenced to NAD 83.
 AJ3566
 AJ3566.The geoid height was determined by GEOID03.
 AJ3566
 AJ3566;                    North         East     Units Scale Factor Converg.
 AJ3566;SPC AZ C     -   274,208.264   110,304.260   MT  1.00003090   -0 36 41.3
 AJ3566;SPC AZ C     -   899,633.41    361,890.62   iFT  1.00003090   -0 36 41.3
 AJ3566;UTM  12      - 3,705,013.193   311,786.057   MT  1.00003675   -1 07 02.2
 AJ3566
 AJ3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3566!SPC AZ C     -   0.99994507  x   1.00003090  =   0.99997597
 AJ3566!UTM  12      -   0.99994507  x   1.00003675  =   0.99998182
 AJ3566
 AJ3566                          SUPERSEDED SURVEY CONTROL
 AJ3566
 AJ3566.No superseded survey control is available for this station.
 AJ3566
 AJ3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1178605013(NAD 83)
 AJ3566_MARKER: I = METAL ROD
 AJ3566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3566_STAMPING: 4CO1 1999
 AJ3566_MARK LOGO: MCDOT 
 AJ3566_PROJECTION: FLUSH
 AJ3566_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3566+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3566_ROD/PIPE-DEPTH:  3.0 meters
 AJ3566_SLEEVE-DEPTH  :  0.8 meters
 AJ3566
 AJ3566  HISTORY     - Date     Condition        Report By
 AJ3566  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3566
 AJ3566                          STATION DESCRIPTION
 AJ3566
 AJ3566'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3566'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3566'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 36
 AJ3566'OWNERSHIP - STATE TRUST LAND
 AJ3566'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3566'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3566'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.8
 AJ3566'MI (4.5 KM) BEARING RIGHT AT FORK IN ROAD TO SALOME HIGHWAY, THENCE
 AJ3566'TURN RIGHT (WEST) ON TO SALOME HIGHWAY AND DRIVE 5.2 MI (8.4 KM) TO
 AJ3566'COURTHOUSE ROAD, THENCE TURN LEFT (SOUTH THEN WEST) ON TO COURTHOUSE
 AJ3566'ROAD AND DRIVE 140 FT (42.7 M) , PARK VEHICLE AND WALK 69 FT (21.0 M)
 AJ3566'NORTHERLY AND TO THE STATION AS DESCRIBED
 AJ3566'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3566'COMPRESSED ON A 10 FOOT (3.05 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3566'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3566'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CO1 1999, SURROUNDED
 AJ3566'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3566'CARSONITE MARKER
 AJ3566'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3566'2.8 MI (4.5 KM) - SOUTH OF INTERSTATE 10
 AJ3566'140 FT (42.7 M) - SOUTHWEST OF SALOME HIGHWAY
 AJ3566'69 FT (21.0 M) - NORTH OF CENTERLINE OF COURTHOUSE ROAD
 AJ3566'10 FT (3.0 M) - SOUTH OF US C G BENCHMARK Q362, 1967
 AJ3566'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3566'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3566'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3567 ***********************************************************************
 AJ3567  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3567  DESIGNATION -  4CQ1
 AJ3567  PID         -  AJ3567
 AJ3567  STATE/COUNTY-  AZ/MARICOPA
 AJ3567  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3567
 AJ3567                         *CURRENT SURVEY CONTROL
 AJ3567  ___________________________________________________________________
 AJ3567* NAD 83(1992)-  33 27 52.89211(N)    113 07 36.67572(W)     ADJUSTED  
 AJ3567* NAVD 88     -       339.76   (meters)    1114.7    (feet)  GPS OBS   
 AJ3567  ___________________________________________________________________
 AJ3567  X           -  -2,092,074.863 (meters)                     COMP
 AJ3567  Y           -  -4,898,437.702 (meters)                     COMP
 AJ3567  Z           -   3,497,238.257 (meters)                     COMP
 AJ3567  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AJ3567  ELLIP HEIGHT-         308.67  (meters)          (04/12/01) GPS OBS
 AJ3567  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3567
 AJ3567  HORZ ORDER  -  B
 AJ3567  ELLP ORDER  -  THIRD     CLASS II
 AJ3567
 AJ3567.The horizontal coordinates were established by GPS observations
 AJ3567.and adjusted by the National Geodetic Survey in April 2001..
 AJ3567
 AJ3567.The orthometric height was determined by GPS observations and a
 AJ3567.high-resolution geoid model using precise GPS observation and
 AJ3567.processing techniques.
 AJ3567
 AJ3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3567
 AJ3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3567
 AJ3567.The ellipsoidal height was determined by GPS observations
 AJ3567.and is referenced to NAD 83.
 AJ3567
 AJ3567.The geoid height was determined by GEOID03.
 AJ3567
 AJ3567;                    North         East     Units Scale Factor Converg.
 AJ3567;SPC AZ C     -   273,939.910   100,868.594   MT  1.00005596   -0 40 02.6
 AJ3567;SPC AZ C     -   898,752.99    330,933.71   iFT  1.00005596   -0 40 02.6
 AJ3567;UTM  12      - 3,704,828.140   302,348.241   MT  1.00008166   -1 10 23.4
 AJ3567
 AJ3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3567!SPC AZ C     -   0.99995154  x   1.00005596  =   1.00000750
 AJ3567!UTM  12      -   0.99995154  x   1.00008166  =   1.00003320
 AJ3567
 AJ3567                          SUPERSEDED SURVEY CONTROL
 AJ3567
 AJ3567.No superseded survey control is available for this station.
 AJ3567
 AJ3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0234804828(NAD 83)
 AJ3567_MARKER: I = METAL ROD
 AJ3567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3567_STAMPING: 4CQ1 1999
 AJ3567_MARK LOGO: MCDOT 
 AJ3567_PROJECTION: FLUSH
 AJ3567_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3567+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3567_ROD/PIPE-DEPTH:  9.8 meters
 AJ3567_SLEEVE-DEPTH  :  0.8 meters
 AJ3567
 AJ3567  HISTORY     - Date     Condition        Report By
 AJ3567  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3567
 AJ3567                          STATION DESCRIPTION
 AJ3567
 AJ3567'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3567'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3567'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 31
 AJ3567'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3567'10 DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3567'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY
 AJ3567'AND DRIVE 0.2 MI (0.3 KM) BEARING LEFT AT FORK IN ROAD, THENCE
 AJ3567'CONTINUE ON SALOME HIGHWAY FOR 3.4 MI (5.5 KM) TO 491ST AVENUE, THENCE
 AJ3567'TURN RIGHT (SOUTH) ON TO 491ST AVENUE AND DRIVE 3.0 MI (4.8 KM) TO
 AJ3567'COURTHOUSE ROAD, THENCE TURN RIGHT (WEST) ON TO COURTHOUSE ROAD AND
 AJ3567'DRIVE 1.0 MI (1.6 KM) TO THE 499TH AVENUE ALIGNMENT (OR THE POWER
 AJ3567'LINES AND POLES) , PARK VEHICLE AND WALK 163 FT (49.7 M) EAST THEN 38
 AJ3567'FT (11.6 M) NORTH AND TO STATION AS DESCRIBED
 AJ3567'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3567'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3567'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3567'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CQ1 1999, SURROUNDED WITH A
 AJ3567'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3567'MARKER
 AJ3567'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3567'3.0 MI (4.8 KM) - SOUTH OF SALOME HIGHWAY
 AJ3567'2.0 MI (3.2 KM) - EAST OF HARQUAHALA VALLEY ROAD (515TH AVENUE) 1.0 MI
 AJ3567'(1.6 KM) - WEST OF 491ST AVENUE
 AJ3567'163 FT (49.7 M) - EAST A POWER POLE CLOSEST TO COURTHOUSE ROAD ON
 AJ3567'499TH AVE ALIGNMENT
 AJ3567'100 FT (30.5 M) - WEST OF A POWER POLE LOCATED 38 FEET (11.6 M) NORTH
 AJ3567'OF COURTHOUSE ROAD
 AJ3567'38 FT (11.6 M) - NORTH OF COURTHOUSE ROAD
 AJ3567'1 FT (0.3 M) SOUTH OF CARSONITE MARKER
 AJ3567'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3567'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3568 ***********************************************************************
 AJ3568  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3568  DESIGNATION -  4CS1
 AJ3568  PID         -  AJ3568
 AJ3568  STATE/COUNTY-  AZ/MARICOPA
 AJ3568  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3568
 AJ3568                         *CURRENT SURVEY CONTROL
 AJ3568  ___________________________________________________________________
 AJ3568* NAD 83(1992)-  33 27 52.24293(N)    113 13 48.52407(W)     ADJUSTED  
 AJ3568* NAVD 88     -       364.29   (meters)    1195.2    (feet)  GPS OBS   
 AJ3568  ___________________________________________________________________
 AJ3568  X           -  -2,100,914.602 (meters)                     COMP
 AJ3568  Y           -  -4,894,687.051 (meters)                     COMP
 AJ3568  Z           -   3,497,235.026 (meters)                     COMP
 AJ3568  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ3568  ELLIP HEIGHT-         333.07  (meters)          (04/12/01) GPS OBS
 AJ3568  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AJ3568
 AJ3568  HORZ ORDER  -  B
 AJ3568  ELLP ORDER  -  THIRD     CLASS II
 AJ3568
 AJ3568.The horizontal coordinates were established by GPS observations
 AJ3568.and adjusted by the National Geodetic Survey in April 2001..
 AJ3568
 AJ3568.The orthometric height was determined by GPS observations and a
 AJ3568.high-resolution geoid model using precise GPS observation and
 AJ3568.processing techniques.
 AJ3568
 AJ3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3568
 AJ3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3568
 AJ3568.The ellipsoidal height was determined by GPS observations
 AJ3568.and is referenced to NAD 83.
 AJ3568
 AJ3568.The geoid height was determined by GEOID03.
 AJ3568
 AJ3568;                    North         East     Units Scale Factor Converg.
 AJ3568;SPC AZ C     -   274,036.535    91,266.404   MT  1.00008373   -0 43 27.7
 AJ3568;SPC AZ C     -   899,070.00    299,430.46   iFT  1.00008373   -0 43 27.7
 AJ3568;UTM  12      - 3,705,009.533   292,746.935   MT  1.00012959   -1 13 48.7
 AJ3568
 AJ3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3568!SPC AZ C     -   0.99994771  x   1.00008373  =   1.00003144
 AJ3568!UTM  12      -   0.99994771  x   1.00012959  =   1.00007730
 AJ3568
 AJ3568                          SUPERSEDED SURVEY CONTROL
 AJ3568
 AJ3568.No superseded survey control is available for this station.
 AJ3568
 AJ3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9274705010(NAD 83)
 AJ3568_MARKER: I = METAL ROD
 AJ3568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3568_STAMPING: 4CS1 1999
 AJ3568_MARK LOGO: MCDOT 
 AJ3568_PROJECTION: FLUSH
 AJ3568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3568+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3568_ROD/PIPE-DEPTH:  9.8 meters
 AJ3568_SLEEVE-DEPTH  :  0.8 meters
 AJ3568
 AJ3568  HISTORY     - Date     Condition        Report By
 AJ3568  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3568
 AJ3568                          STATION DESCRIPTION
 AJ3568
 AJ3568'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3568'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3568'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 06
 AJ3568'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3568'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3568'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3568'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3568'DRIVE 0.2 MI (0.3 KM) BEARING RIGHT AT FORK IN THE ROAD, THENCE
 AJ3568'CONTINUE WEST ON HARQUAHALA VALLEY ROAD AND DRIVE 0.4 MI (0.6 KM) TO A
 AJ3568'90 DEGREE BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA
 AJ3568'VALLEY ROAD FOR 5.0 MI (8.0 KM) TO COURTHOUSE ROAD, THENCE TURN RIGHT
 AJ3568'(WEST) ON TO COURTHOUSE ROAD AND DRIVE 3.95 MI (6.36 KM) , PARK
 AJ3568'VEHICLE AND WALK SOUTH OF COURTHOUSE ROAD AND TO THE STATION AS
 AJ3568'DESCRIBED
 AJ3568'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3568'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3568'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3568'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CS1 1999, SURROUNDED
 AJ3568'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3568'CARSONITE MARKER
 AJ3568'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3568'5.2 MI (8.4 KM) - SOUTH OF INTERSTATE 10
 AJ3568'3.95 MI (6.36 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3568'240 FT (73.2 M) - EAST OF DIRT ROAD TURN OFF LOCATED 4.0 MI (6.4 KM)
 AJ3568'WEST OF HARQUAHALA VALLEY ROAD
 AJ3568'27 FT (8.2 M) - NORTH OF BARBED WIRE FENCE
 AJ3568'25 FT (7.6 M) - EAST SOUTHEAST OF SOUTHEAST CORNER OF A CULVERTS
 AJ3568'HEADWALLS
 AJ3568'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3568'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3568'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3569 ***********************************************************************
 AJ3569  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3569  DESIGNATION -  4CU2
 AJ3569  PID         -  AJ3569
 AJ3569  STATE/COUNTY-  AZ/MARICOPA
 AJ3569  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 AJ3569
 AJ3569                         *CURRENT SURVEY CONTROL
 AJ3569  ___________________________________________________________________
 AJ3569* NAD 83(1992)-  33 28 50.41071(N)    113 18 51.06560(W)     ADJUSTED  
 AJ3569* NAVD 88     -       421.27   (meters)    1382.1    (feet)  GPS OBS   
 AJ3569  ___________________________________________________________________
 AJ3569  X           -  -2,107,719.300 (meters)                     COMP
 AJ3569  Y           -  -4,890,736.166 (meters)                     COMP
 AJ3569  Z           -   3,498,761.439 (meters)                     COMP
 AJ3569  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ3569  ELLIP HEIGHT-         390.09  (meters)          (04/12/01) GPS OBS
 AJ3569  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AJ3569
 AJ3569  HORZ ORDER  -  B
 AJ3569  ELLP ORDER  -  THIRD     CLASS II
 AJ3569
 AJ3569.The horizontal coordinates were established by GPS observations
 AJ3569.and adjusted by the National Geodetic Survey in April 2001..
 AJ3569
 AJ3569.The orthometric height was determined by GPS observations and a
 AJ3569.high-resolution geoid model using precise GPS observation and
 AJ3569.processing techniques.
 AJ3569
 AJ3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3569
 AJ3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3569
 AJ3569.The ellipsoidal height was determined by GPS observations
 AJ3569.and is referenced to NAD 83.
 AJ3569
 AJ3569.The geoid height was determined by GEOID03.
 AJ3569
 AJ3569;                    North         East     Units Scale Factor Converg.
 AJ3569;SPC AZ C     -   275,930.601    83,478.103   MT  1.00010791   -0 46 15.8
 AJ3569;SPC AZ C     -   905,284.12    273,878.29   iFT  1.00010791   -0 46 15.8
 AJ3569;UTM  12      - 3,706,972.404   284,975.243   MT  1.00017006   -1 16 37.6
 AJ3569
 AJ3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3569!SPC AZ C     -   0.99993876  x   1.00010791  =   1.00004667
 AJ3569!UTM  12      -   0.99993876  x   1.00017006  =   1.00010881
 AJ3569
 AJ3569                          SUPERSEDED SURVEY CONTROL
 AJ3569
 AJ3569.No superseded survey control is available for this station.
 AJ3569
 AJ3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8497506972(NAD 83)
 AJ3569_MARKER: I = METAL ROD
 AJ3569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3569+WITH SETTING: INFORMATION.
 AJ3569_STAMPING: 4CU2 1999
 AJ3569_MARK LOGO: MCDOT 
 AJ3569_PROJECTION: FLUSH
 AJ3569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3569+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3569_ROD/PIPE-DEPTH:  2.4 meters
 AJ3569_SLEEVE-DEPTH  :  0.8 meters
 AJ3569
 AJ3569  HISTORY     - Date     Condition        Report By
 AJ3569  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3569
 AJ3569                          STATION DESCRIPTION
 AJ3569
 AJ3569'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3569'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3569'PHOENIX, TOWNSHIP 02 NORTH, RANGE 10 WEST, SECTION 29
 AJ3569'OWNERSHIP - STATE TRUST LAND
 AJ3569'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3569'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3569'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3569'DRIVE 0.2 MI (0.3 KM) BEARING RIGHT AT FORK IN THE ROAD, THENCE
 AJ3569'CONTINUE ON HARQUAHALA VALLEY ROAD FOR 0.4 MI (0.6 KM) TO A 90 DEGREE
 AJ3569'BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA VALLEY ROAD
 AJ3569'FOR 5.0 MI (8.0 KM) TO CENTENNIAL ROAD, THENCE TURN RIGHT (WEST) ON TO
 AJ3569'CENTENNIAL ROAD AND DRIVE 7.0 MI (11.3 KM) TO THE EL PASO NATURAL GAS
 AJ3569'LINE ROAD, THENCE TURN RIGHT (NORTHWEST) ON TO EL PASO NATURAL GAS
 AJ3569'LINE ROAD AND DRIVE 2.1 MI (3.4 KM) TO A DIRT TRAIL, THENCE TURN RIGHT
 AJ3569'(NORTHEASTERLY) ON TO DIRT TRAIL AND DRIVE 0.2 MI (0.3 KM) , PARK
 AJ3569'VEHICLE AND WALK 25 FT (7.6 M) WEST AND TO THE STATION AS DESCRIBED
 AJ3569'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3569'COMPRESSED ON A 8 FOOT (2.44 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3569'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3569'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CU2 1999, SURROUNDED
 AJ3569'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3569'CARSONITE MARKER
 AJ3569'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3569'APPROXIMATELY 8 MI (12.9 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3569'4.5 MI (7.2 KM) - S0UTH OF INTERSTATE 10
 AJ3569'0.2 MI (0.3 KM) - NORTHEASTERLY OF EL PASO NATURAL GAS LINE
 AJ3569'145 FT (44.2 M) - SOUTH WEST OF THE CENTERLINE OF WASH
 AJ3569'25 FT (7.6 M) - WEST OF THE CENTERLINE OF THE DIRT TRAIL
 AJ3569'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3569'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3569'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3838 ***********************************************************************
 AJ3838  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3838  DESIGNATION -  4DB1
 AJ3838  PID         -  AJ3838
 AJ3838  STATE/COUNTY-  AZ/MARICOPA
 AJ3838  USGS QUAD   -  TOLLESON (1982)
 AJ3838
 AJ3838                         *CURRENT SURVEY CONTROL
 AJ3838  ___________________________________________________________________
 AJ3838* NAD 83(1992)-  33 29 12.26756(N)    112 21 16.64125(W)     ADJUSTED  
 AJ3838* NAVD 88     -       309.42   (meters)    1015.2    (feet)  GPS OBS   
 AJ3838  ___________________________________________________________________
 AJ3838  X           -  -2,025,343.308 (meters)                     COMP
 AJ3838  Y           -  -4,924,918.471 (meters)                     COMP
 AJ3838  Z           -   3,499,261.845 (meters)                     COMP
 AJ3838  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AJ3838  ELLIP HEIGHT-         279.05  (meters)          (04/12/01) GPS OBS
 AJ3838  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AJ3838
 AJ3838  HORZ ORDER  -  B
 AJ3838  ELLP ORDER  -  THIRD     CLASS II
 AJ3838
 AJ3838.The horizontal coordinates were established by GPS observations
 AJ3838.and adjusted by the National Geodetic Survey in April 2001..
 AJ3838
 AJ3838.The orthometric height was determined by GPS observations and a
 AJ3838.high-resolution geoid model using precise GPS observation and
 AJ3838.processing techniques.
 AJ3838
 AJ3838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3838
 AJ3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3838
 AJ3838.The ellipsoidal height was determined by GPS observations
 AJ3838.and is referenced to NAD 83.
 AJ3838
 AJ3838.The geoid height was determined by GEOID03.
 AJ3838
 AJ3838;                    North         East     Units Scale Factor Converg.
 AJ3838;SPC AZ C     -   275,815.824   172,661.734   MT  0.99992041   -0 14 29.9
 AJ3838;SPC AZ C     -   904,907.56    566,475.51   iFT  0.99992041   -0 14 29.9
 AJ3838;UTM  12      - 3,706,070.127   374,151.572   MT  0.99979526   -0 44 51.0
 AJ3838
 AJ3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3838!SPC AZ C     -   0.99995619  x   0.99992041  =   0.99987661
 AJ3838!UTM  12      -   0.99995619  x   0.99979526  =   0.99975146
 AJ3838
 AJ3838                          SUPERSEDED SURVEY CONTROL
 AJ3838
 AJ3838.No superseded survey control is available for this station.
 AJ3838
 AJ3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7415206070(NAD 83)
 AJ3838_MARKER: I = METAL ROD
 AJ3838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3838_STAMPING: 4DB1 1999
 AJ3838_MARK LOGO: MCDOT 
 AJ3838_PROJECTION: FLUSH
 AJ3838_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3838+STABILITY: POSITION/ELEVATION WELL
 AJ3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3838+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 AJ3838_ROD/PIPE-DEPTH: 13.4 meters
 AJ3838_SLEEVE-DEPTH  :  0.8 meters
 AJ3838
 AJ3838  HISTORY     - Date     Condition        Report By
 AJ3838  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3838  HISTORY     - 20060410 GOOD             DIBBLE
 AJ3838
 AJ3838                          STATION DESCRIPTION
 AJ3838
 AJ3838'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3838'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF AVONDALE, TOWNSHIP 2
 AJ3838'NORTH, RANGE 1 WEST, SECTION 27
 AJ3838'OWNERSHIP - AVONDALE RIGHT OF WAY
 AJ3838'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3838'ROAD AT EXIT 128, DRIVE NORTH ON LITCHFIELD ROAD 2.0 MI (3.2 KM) TO
 AJ3838'THE INTERSECTION OF INDIAN SCHOOL ROAD BYPASS AND LITCHFIELD ROAD,
 AJ3838'THENCE TURN RIGHT (EAST) ONTO INDIAN SCHOOL ROAD BYPASS AND DRIVE 0.45
 AJ3838'MILES (0.72 KM) TO THE INTERSECTION OF PLAZA CIRCLE AND INDIAN SCHOOL
 AJ3838'BYPASS, THENCE TURN RIGHT (SOUTHEAST) ONTO PLAZA CIRCLE AND DRIVE 165
 AJ3838'FT (50.3 M) TO THE STATION ON THE RIGHT 29 FT (8.8 M) BEHIND THE BACK
 AJ3838'OF CURB
 AJ3838'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3838'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3838'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3838'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DB1 1999, SURROUNDED WITH A
 AJ3838'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3838'MARKER
 AJ3838'STATION TIES -
 AJ3838'29 FT (8.8 M) WEST OF A CONCRETE CURB ON THE WEST SIDE OF PLAZA CIRCLE
 AJ3838'60 FT (18.3 M) WEST OF THE CENTERLINE OF PLAZA CIRCLE
 AJ3838'22 FT (6.7 M) SOUTHWEST OF THE END OF THE SOUTHERLY WING WALL OF A BOX
 AJ3838'CULVERT
 AJ3838'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3838'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3838
 AJ3838                          STATION RECOVERY (2006)
 AJ3838
 AJ3838'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (JLD)
 AJ3838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3840 ***********************************************************************
 AJ3840  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3840  DESIGNATION -  4DD1
 AJ3840  PID         -  AJ3840
 AJ3840  STATE/COUNTY-  AZ/MARICOPA
 AJ3840  USGS QUAD   -  WADDELL (1975)
 AJ3840
 AJ3840                         *CURRENT SURVEY CONTROL
 AJ3840  ___________________________________________________________________
 AJ3840* NAD 83(1992)-  33 30 29.70192(N)    112 27 29.03185(W)     ADJUSTED  
 AJ3840* NAVD 88     -       343.54   (meters)    1127.1    (feet)  GPS OBS   
 AJ3840  ___________________________________________________________________
 AJ3840  X           -  -2,033,739.355 (meters)                     COMP
 AJ3840  Y           -  -4,920,063.396 (meters)                     COMP
 AJ3840  Z           -   3,501,270.279 (meters)                     COMP
 AJ3840  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AJ3840  ELLIP HEIGHT-         313.27  (meters)          (04/12/01) GPS OBS
 AJ3840  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3840
 AJ3840  HORZ ORDER  -  B
 AJ3840  ELLP ORDER  -  THIRD     CLASS II
 AJ3840
 AJ3840.The horizontal coordinates were established by GPS observations
 AJ3840.and adjusted by the National Geodetic Survey in April 2001..
 AJ3840
 AJ3840.The orthometric height was determined by GPS observations and a
 AJ3840.high-resolution geoid model using precise GPS observation and
 AJ3840.processing techniques.
 AJ3840
 AJ3840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3840
 AJ3840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3840
 AJ3840.The ellipsoidal height was determined by GPS observations
 AJ3840.and is referenced to NAD 83.
 AJ3840
 AJ3840.The geoid height was determined by GEOID03.
 AJ3840
 AJ3840;                    North         East     Units Scale Factor Converg.
 AJ3840;SPC AZ C     -   278,246.652   163,061.454   MT  0.99993118   -0 17 56.0
 AJ3840;SPC AZ C     -   912,882.72    534,978.52   iFT  0.99993118   -0 17 56.0
 AJ3840;UTM  12      - 3,708,585.356   364,574.237   MT  0.99982611   -0 48 18.2
 AJ3840
 AJ3840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3840!SPC AZ C     -   0.99995082  x   0.99993118  =   0.99988200
 AJ3840!UTM  12      -   0.99995082  x   0.99982611  =   0.99977694
 AJ3840
 AJ3840                          SUPERSEDED SURVEY CONTROL
 AJ3840
 AJ3840.No superseded survey control is available for this station.
 AJ3840
 AJ3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6457408585(NAD 83)
 AJ3840_MARKER: I = METAL ROD
 AJ3840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3840_STAMPING: 4DD1 1999
 AJ3840_MARK LOGO: MCDOT 
 AJ3840_PROJECTION: FLUSH
 AJ3840_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3840+STABILITY: POSITION/ELEVATION WELL
 AJ3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3840+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3840_ROD/PIPE-DEPTH: 14.6 meters
 AJ3840_SLEEVE-DEPTH  :  0.8 meters
 AJ3840
 AJ3840  HISTORY     - Date     Condition        Report By
 AJ3840  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3840
 AJ3840                          STATION DESCRIPTION
 AJ3840
 AJ3840'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3840'THE STATION IS LOCATED 4.5 MI (7.2 KM) WEST OF LITCHFIELD PARK,
 AJ3840'TOWNSHIP 2 NORTH, RANGE 2 WEST, SECTION 15
 AJ3840'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3840'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3840'TRAIL ROAD AT EXIT 121, DRIVE NORTH ON JACKRABBIT TRAIL ROAD 2.2 MI
 AJ3840'(3.5 KM) TO THE INTERSECTION OF INDIAN SCHOOL ROAD AND JACKRABBIT
 AJ3840'TRAIL, THENCE TURN RIGHT (EAST) ONTO INDIAN SCHOOL ROAD AND DRIVE 1.0
 AJ3840'MI (1.6 KM) TO THE INTERSECTION OF PERRYVILLE ROAD AND INDIAN SCHOOL
 AJ3840'ROAD, THENCE TURN LEFT (NORTH) ONTO PERRYVILLE ROAD AND DRIVE 1.0 MI
 AJ3840'(1.6 KM) TO THE INTERSECTION OF CAMELBACK ROAD AND PERRYVILLE ROAD,
 AJ3840'THENCE TURN RIGHT (EAST) ONTO CAMELBACK ROAD AND DRIVE 0.2 MI (0.3 KM)
 AJ3840'TO THE STATION ON THE LEFT 23 FT (7.0 M) NORTH OF THE CENTERLINE OF
 AJ3840'CAMELBACK ROAD
 AJ3840'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3840'COMPRESSED ON A 48 FT (14.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3840'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3840'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DD1 1999, SURROUNDED WITH A
 AJ3840'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3840'MARKER
 AJ3840'STATION TIES -
 AJ3840'120 FT (36.6 M) WEST OF A POWER POLE
 AJ3840'180 FT (54.9 M) EAST OF A POWER POLE
 AJ3840'23 FT (7.0 M) NORTH OF THE CENTERLINE OF CAMELBACK ROAD
 AJ3840'9 FT (2.7 M) SOUTHWEST OF A FIBER OPTIC CABLE MARKER
 AJ3840'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3840'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3842 ***********************************************************************
 AJ3842  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3842  DESIGNATION -  4DH1
 AJ3842  PID         -  AJ3842
 AJ3842  STATE/COUNTY-  AZ/MARICOPA
 AJ3842  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3842
 AJ3842                         *CURRENT SURVEY CONTROL
 AJ3842  ___________________________________________________________________
 AJ3842* NAD 83(1992)-  33 30 30.25357(N)    112 40 38.83941(W)     ADJUSTED  
 AJ3842* NAVD 88     -       392.38   (meters)    1287.3    (feet)  GPS OBS   
 AJ3842  ___________________________________________________________________
 AJ3842  X           -  -2,052,575.815 (meters)                     COMP
 AJ3842  Y           -  -4,912,268.743 (meters)                     COMP
 AJ3842  Z           -   3,501,311.315 (meters)                     COMP
 AJ3842  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AJ3842  ELLIP HEIGHT-         361.93  (meters)          (04/12/01) GPS OBS
 AJ3842  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3842
 AJ3842  HORZ ORDER  -  B
 AJ3842  ELLP ORDER  -  THIRD     CLASS II
 AJ3842
 AJ3842.The horizontal coordinates were established by GPS observations
 AJ3842.and adjusted by the National Geodetic Survey in April 2001..
 AJ3842
 AJ3842.The orthometric height was determined by GPS observations and a
 AJ3842.high-resolution geoid model using precise GPS observation and
 AJ3842.processing techniques.
 AJ3842
 AJ3842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3842
 AJ3842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3842
 AJ3842.The ellipsoidal height was determined by GPS observations
 AJ3842.and is referenced to NAD 83.
 AJ3842
 AJ3842.The geoid height was determined by GEOID03.
 AJ3842
 AJ3842;                    North         East     Units Scale Factor Converg.
 AJ3842;SPC AZ C     -   278,391.523   142,678.659   MT  0.99996157   -0 25 12.1
 AJ3842;SPC AZ C     -   913,358.02    468,105.84   iFT  0.99996157   -0 25 12.1
 AJ3842;UTM  12      - 3,708,910.269   344,195.223   MT  0.99989928   -0 55 34.5
 AJ3842
 AJ3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3842!SPC AZ C     -   0.99994318  x   0.99996157  =   0.99990476
 AJ3842!UTM  12      -   0.99994318  x   0.99989928  =   0.99984247
 AJ3842
 AJ3842                          SUPERSEDED SURVEY CONTROL
 AJ3842
 AJ3842.No superseded survey control is available for this station.
 AJ3842
 AJ3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4419508910(NAD 83)
 AJ3842_MARKER: I = METAL ROD
 AJ3842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3842_STAMPING: 4DH1 1999
 AJ3842_MARK LOGO: MCDOT 
 AJ3842_PROJECTION: FLUSH
 AJ3842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3842+STABILITY: POSITION/ELEVATION WELL
 AJ3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3842+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3842_ROD/PIPE-DEPTH:  4.3 meters
 AJ3842_SLEEVE-DEPTH  :  0.8 meters
 AJ3842
 AJ3842  HISTORY     - Date     Condition        Report By
 AJ3842  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3842
 AJ3842                          STATION DESCRIPTION
 AJ3842
 AJ3842'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3842'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF THE TOWN OF
 AJ3842'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 4 WEST, SECTION 16
 AJ3842'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3842'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3842'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 4.8 MI (7.7 KM)
 AJ3842'TO THE STATION ON THE RIGHT 93 FT (28.3 M) FROM THE CENTERLINE OF SUN
 AJ3842'VALLEY PARKWAY
 AJ3842'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3842'COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3842'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3842'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DH1 1999, SURROUNDED WITH A
 AJ3842'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3842'MARKER
 AJ3842'STATION TIES -
 AJ3842'93 FT (28.3 M) EAST OF THE CENTERLINE OF THE SUN VALLEY PARKWAY ROAD
 AJ3842'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3842'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3843 ***********************************************************************
 AJ3843  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3843  DESIGNATION -  4DJ2
 AJ3843  PID         -  AJ3843
 AJ3843  STATE/COUNTY-  AZ/MARICOPA
 AJ3843  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3843
 AJ3843                         *CURRENT SURVEY CONTROL
 AJ3843  ___________________________________________________________________
 AJ3843* NAD 83(1992)-  33 30 05.30698(N)    112 45 06.21890(W)     ADJUSTED  
 AJ3843* NAVD 88     -       340.40   (meters)    1116.8    (feet)  GPS OBS   
 AJ3843  ___________________________________________________________________
 AJ3843  X           -  -2,059,089.094 (meters)                     COMP
 AJ3843  Y           -  -4,909,955.045 (meters)                     COMP
 AJ3843  Z           -   3,500,641.611 (meters)                     COMP
 AJ3843  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AJ3843  ELLIP HEIGHT-         309.77  (meters)          (04/12/01) GPS OBS
 AJ3843  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AJ3843
 AJ3843  HORZ ORDER  -  B
 AJ3843  ELLP ORDER  -  THIRD     CLASS II
 AJ3843
 AJ3843.The horizontal coordinates were established by GPS observations
 AJ3843.and adjusted by the National Geodetic Survey in April 2001..
 AJ3843
 AJ3843.The orthometric height was determined by GPS observations and a
 AJ3843.high-resolution geoid model using precise GPS observation and
 AJ3843.processing techniques.
 AJ3843
 AJ3843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3843
 AJ3843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3843
 AJ3843.The ellipsoidal height was determined by GPS observations
 AJ3843.and is referenced to NAD 83.
 AJ3843
 AJ3843.The geoid height was determined by GEOID03.
 AJ3843
 AJ3843;                    North         East     Units Scale Factor Converg.
 AJ3843;SPC AZ C     -   277,676.037   135,772.019   MT  0.99997419   -0 27 39.4
 AJ3843;SPC AZ C     -   911,010.62    445,446.26   iFT  0.99997419   -0 27 39.4
 AJ3843;UTM  12      - 3,708,255.863   337,282.911   MT  0.99992643   -0 58 01.5
 AJ3843
 AJ3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3843!SPC AZ C     -   0.99995137  x   0.99997419  =   0.99992556
 AJ3843!UTM  12      -   0.99995137  x   0.99992643  =   0.99987780
 AJ3843
 AJ3843                          SUPERSEDED SURVEY CONTROL
 AJ3843
 AJ3843.No superseded survey control is available for this station.
 AJ3843
 AJ3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3728308256(NAD 83)
 AJ3843_MARKER: I = METAL ROD
 AJ3843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3843_STAMPING: 4DJ2 2000
 AJ3843_MARK LOGO: MCDOT 
 AJ3843_PROJECTION: FLUSH
 AJ3843_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3843+STABILITY: POSITION/ELEVATION WELL
 AJ3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3843+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3843_ROD/PIPE-DEPTH: 18.9 meters
 AJ3843_SLEEVE-DEPTH  :  0.8 meters
 AJ3843
 AJ3843  HISTORY     - Date     Condition        Report By
 AJ3843  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3843
 AJ3843                          STATION DESCRIPTION
 AJ3843
 AJ3843'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3843'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF THE TOWN OF
 AJ3843'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 5 WEST, SECTION 22
 AJ3843'OWNERSHIP - STATE TRUST LAND
 AJ3843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3843'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3843'INTERSECTION OF TONOPAH SALOME HIGHWAY AND 339TH AVENUE THENCE TURN
 AJ3843'RIGHT (EAST) ONTO THE TONOPAH SALOME HIGHWAY AND DRIVE SOUTHEAST 1.6
 AJ3843'MI (2.6 KM) TO AN INTERSECTION OF AN UNMARKED DIRT ROAD AND TONOPAH
 AJ3843'SALOME HIGHWAY, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3843'NORTHERLY 0.6 MI (1.0 KM) TO THE INTERSECTION OF AN UNMARKED DIRT
 AJ3843'POWER LINE ROAD, THENCE CONTINUE ACROSS THE POWER LINE ROAD DRIVING
 AJ3843'NORTHERLY AND NORTHWESTERLY VEERING LEFT AT A Y IN THE ROAD 0.2 MI
 AJ3843'(0.3 KM) TO A DIRT ROAD ON THE RIGHT (NORTH) , THENCE TURN RIGHT
 AJ3843'(NORTH) ONTO THE DIRT ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE STATION 50
 AJ3843'FT (15.2 M) LEFT OF THE CENTERLINE OF THE ROAD ON TOP OF A SMALL HILL
 AJ3843'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3843'COMPRESSED ON A 62 FOOT (18.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3843'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3843'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DJ2 2000, SURROUNDED
 AJ3843'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3843'CARSONITE MARKER
 AJ3843'STATION TIES -
 AJ3843'50 FT (15.2 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3843'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3843'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3570 ***********************************************************************
 AJ3570  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3570  DESIGNATION -  4DL1
 AJ3570  PID         -  AJ3570
 AJ3570  STATE/COUNTY-  AZ/MARICOPA
 AJ3570  USGS QUAD   -  WINTERSBURG (1984)
 AJ3570
 AJ3570                         *CURRENT SURVEY CONTROL
 AJ3570  ___________________________________________________________________
 AJ3570* NAD 83(1992)-  33 29 36.90709(N)    112 52 01.44269(W)     ADJUSTED  
 AJ3570* NAVD 88     -       340.25   (meters)    1116.3    (feet)  GPS OBS   
 AJ3570  ___________________________________________________________________
 AJ3570  X           -  -2,069,156.484 (meters)                     COMP
 AJ3570  Y           -  -4,906,244.675 (meters)                     COMP
 AJ3570  Z           -   3,499,911.689 (meters)                     COMP
 AJ3570  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AJ3570  ELLIP HEIGHT-         309.35  (meters)          (04/12/01) GPS OBS
 AJ3570  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AJ3570
 AJ3570  HORZ ORDER  -  B
 AJ3570  ELLP ORDER  -  THIRD     CLASS II
 AJ3570
 AJ3570.The horizontal coordinates were established by GPS observations
 AJ3570.and adjusted by the National Geodetic Survey in April 2001..
 AJ3570
 AJ3570.The orthometric height was determined by GPS observations and a
 AJ3570.high-resolution geoid model using precise GPS observation and
 AJ3570.processing techniques.
 AJ3570
 AJ3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3570
 AJ3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3570
 AJ3570.The ellipsoidal height was determined by GPS observations
 AJ3570.and is referenced to NAD 83.
 AJ3570
 AJ3570.The geoid height was determined by GEOID03.
 AJ3570
 AJ3570;                    North         East     Units Scale Factor Converg.
 AJ3570;SPC AZ C     -   276,893.272   125,047.067   MT  0.99999612   -0 31 28.2
 AJ3570;SPC AZ C     -   908,442.49    410,259.41   iFT  0.99999612   -0 31 28.2
 AJ3570;UTM  12      - 3,707,567.890   326,551.856   MT  0.99997091   -1 01 50.1
 AJ3570
 AJ3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3570!SPC AZ C     -   0.99995144  x   0.99999612  =   0.99994756
 AJ3570!UTM  12      -   0.99995144  x   0.99997091  =   0.99992235
 AJ3570
 AJ3570                          SUPERSEDED SURVEY CONTROL
 AJ3570
 AJ3570.No superseded survey control is available for this station.
 AJ3570
 AJ3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2655207568(NAD 83)
 AJ3570_MARKER: I = METAL ROD
 AJ3570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3570_STAMPING: 4DL1 1999
 AJ3570_MARK LOGO: MCDOT 
 AJ3570_PROJECTION: FLUSH
 AJ3570_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3570+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3570_ROD/PIPE-DEPTH: 12.8 meters
 AJ3570_SLEEVE-DEPTH  :  0.8 meters
 AJ3570
 AJ3570  HISTORY     - Date     Condition        Report By
 AJ3570  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3570
 AJ3570                          STATION DESCRIPTION
 AJ3570
 AJ3570'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3570'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3570'PHOENIX, TOWNSHIP 02 NORTH, RANGE 06 WEST, SECTION 27
 AJ3570'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3570'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3570'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3570'ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ON TO WINTERSBURG ROAD AND
 AJ3570'DRIVE 0.8 MI (1.3 KM) TO INDIAN SCHOOL ROAD, THENCE TURN RIGHT (EAST)
 AJ3570'ON TO INDIAN SCHOOL ROAD AND DRIVE EAST FOR 190 FT (57.9 M) , PARK
 AJ3570'VEHICLE AND WALK 50 FT (15.2 M) SOUTH OR INDIAN SCHOOL ROAD AND TO
 AJ3570'STATION AS DESCRIBED
 AJ3570'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3570'COMPRESSED ON A 42 FOOT (12.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3570'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3570'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DL1 1999, SURROUNDED
 AJ3570'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3570'CARSONITE MARKER
 AJ3570'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3570'0.8 MI (1.3 KM) - NORTH OF INTERSTATE 10
 AJ3570'190 FT (57.9 M) - EAST OF WINTERSBURG ROAD
 AJ3570'50 FT (15.2 M) - SOUTH OF CENTERLINE OF INDIAN SCHOOL ROAD
 AJ3570'16 FT (4.9 M) - SOUTH OF BARBED WIRE FENCE
 AJ3570'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3570'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3570'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3571 ***********************************************************************
 AJ3571  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3571  DESIGNATION -  4DN1
 AJ3571  PID         -  AJ3571
 AJ3571  STATE/COUNTY-  AZ/MARICOPA
 AJ3571  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3571
 AJ3571                         *CURRENT SURVEY CONTROL
 AJ3571  ___________________________________________________________________
 AJ3571* NAD 83(1992)-  33 30 14.06988(N)    112 58 16.70534(W)     ADJUSTED  
 AJ3571* NAVD 88     -       362.55   (meters)    1189.5    (feet)  GPS OBS   
 AJ3571  ___________________________________________________________________
 AJ3571  X           -  -2,077,839.721 (meters)                     COMP
 AJ3571  Y           -  -4,901,907.346 (meters)                     COMP
 AJ3571  Z           -   3,500,878.807 (meters)                     COMP
 AJ3571  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AJ3571  ELLIP HEIGHT-         331.62  (meters)          (04/12/01) GPS OBS
 AJ3571  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AJ3571
 AJ3571  HORZ ORDER  -  B
 AJ3571  ELLP ORDER  -  THIRD     CLASS II
 AJ3571
 AJ3571.The horizontal coordinates were established by GPS observations
 AJ3571.and adjusted by the National Geodetic Survey in April 2001..
 AJ3571
 AJ3571.The orthometric height was determined by GPS observations and a
 AJ3571.high-resolution geoid model using precise GPS observation and
 AJ3571.processing techniques.
 AJ3571
 AJ3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3571
 AJ3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3571
 AJ3571.The ellipsoidal height was determined by GPS observations
 AJ3571.and is referenced to NAD 83.
 AJ3571
 AJ3571.The geoid height was determined by GEOID03.
 AJ3571
 AJ3571;                    North         East     Units Scale Factor Converg.
 AJ3571;SPC AZ C     -   278,131.732   115,372.158   MT  1.00001834   -0 34 55.9
 AJ3571;SPC AZ C     -   912,505.68    378,517.58   iFT  1.00001834   -0 34 55.9
 AJ3571;UTM  12      - 3,708,891.752   316,888.411   MT  1.00001339   -1 05 18.4
 AJ3571
 AJ3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3571!SPC AZ C     -   0.99994794  x   1.00001834  =   0.99996628
 AJ3571!UTM  12      -   0.99994794  x   1.00001339  =   0.99996133
 AJ3571
 AJ3571                          SUPERSEDED SURVEY CONTROL
 AJ3571
 AJ3571.No superseded survey control is available for this station.
 AJ3571
 AJ3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1688808892(NAD 83)
 AJ3571_MARKER: I = METAL ROD
 AJ3571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3571_STAMPING: 4DN1 1999
 AJ3571_MARK LOGO: MCDOT 
 AJ3571_PROJECTION: FLUSH
 AJ3571_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3571+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3571_ROD/PIPE-DEPTH: 11.0 meters
 AJ3571_SLEEVE-DEPTH  :  0.8 meters
 AJ3571
 AJ3571  HISTORY     - Date     Condition        Report By
 AJ3571  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3571
 AJ3571                          STATION DESCRIPTION
 AJ3571
 AJ3571'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3571'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3571'PHOENIX, TOWNSHIP 02 NORTH, RANGE 07 WEST, SECTION 22
 AJ3571'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3571'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3571'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO MILE POST
 AJ3571'93,THENCE CONTINUE WEST ON INTERSTATE 10 FOR 0.9 MI (1.4 KM) MERGING
 AJ3571'SAFELY ONTO MEDIAN OF HIGHWAY (EMERGENCY TURN-AROUND), THENCE PARK
 AJ3571'VEHICLE IN MEDIAN AND WALK 85 FT (25.9 M) SOUTH OF THE WEST BOUND
 AJ3571'LANES OF INTERSTATE 10 (STATION IS HALF WAY BETWEEN WEST AND EAST
 AJ3571'BOUND INTERSTATE 10 JUST BELOW THE EAST TOP OF SLOPE OF THE TURN
 AJ3571'AROUND AREA) AND TO THE STATION AS DESCRIBED
 AJ3571'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3571'COMPRESSED ON A 36 FOOT (10.97 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3571'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3571'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DN1 1999, SURROUNDED
 AJ3571'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3571'CARSONITE MARKER
 AJ3571'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3571'2.0 MI (3.2 KM) - WEST OF 411TH AVENUE
 AJ3571'0.9 MI (1.4 KM) - WEST OF MILE POST 93
 AJ3571'0.1 MI (0.2 KM) - EAST OF MILE POST 92
 AJ3571'85 FT (25.9 M) - SOUTH OF SOUTH EDGE OF WESTBOUND INTERSTATE 10 LANES
 AJ3571'85 FT (25.9 M) - NORTH OF NORTH EDGE OF EASTBOUND INTERSTATE 10 LANES
 AJ3571'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3571'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3571'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3572 ***********************************************************************
 AJ3572  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3572  DESIGNATION -  4DP1
 AJ3572  PID         -  AJ3572
 AJ3572  STATE/COUNTY-  AZ/MARICOPA
 AJ3572  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3572
 AJ3572                         *CURRENT SURVEY CONTROL
 AJ3572  ___________________________________________________________________
 AJ3572* NAD 83(1992)-  33 30 03.76107(N)    113 04 33.78854(W)     ADJUSTED  
 AJ3572* NAVD 88     -       369.12   (meters)    1211.0    (feet)  GPS OBS   
 AJ3572  ___________________________________________________________________
 AJ3572  X           -  -2,086,868.528 (meters)                     COMP
 AJ3572  Y           -  -4,898,266.869 (meters)                     COMP
 AJ3572  Z           -   3,500,617.568 (meters)                     COMP
 AJ3572  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3572  ELLIP HEIGHT-         338.17  (meters)          (04/12/01) GPS OBS
 AJ3572  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AJ3572
 AJ3572  HORZ ORDER  -  B
 AJ3572  ELLP ORDER  -  THIRD     CLASS II
 AJ3572
 AJ3572.The horizontal coordinates were established by GPS observations
 AJ3572.and adjusted by the National Geodetic Survey in April 2001..
 AJ3572
 AJ3572.The orthometric height was determined by GPS observations and a
 AJ3572.high-resolution geoid model using precise GPS observation and
 AJ3572.processing techniques.
 AJ3572
 AJ3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3572
 AJ3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3572
 AJ3572.The ellipsoidal height was determined by GPS observations
 AJ3572.and is referenced to NAD 83.
 AJ3572
 AJ3572.The geoid height was determined by GEOID03.
 AJ3572
 AJ3572;                    North         East     Units Scale Factor Converg.
 AJ3572;SPC AZ C     -   277,917.943   105,636.103   MT  1.00004302   -0 38 24.0
 AJ3572;SPC AZ C     -   911,804.27    346,575.14   iFT  1.00004302   -0 38 24.0
 AJ3572;UTM  12      - 3,708,763.994   307,150.795   MT  1.00005853   -1 08 46.4
 AJ3572
 AJ3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3572!SPC AZ C     -   0.99994691  x   1.00004302  =   0.99998993
 AJ3572!UTM  12      -   0.99994691  x   1.00005853  =   1.00000544
 AJ3572
 AJ3572                          SUPERSEDED SURVEY CONTROL
 AJ3572
 AJ3572.No superseded survey control is available for this station.
 AJ3572
 AJ3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0715108764(NAD 83)
 AJ3572_MARKER: I = METAL ROD
 AJ3572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3572_STAMPING: 4DP1 1999
 AJ3572_MARK LOGO: MCDOT 
 AJ3572_PROJECTION: FLUSH
 AJ3572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3572+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3572_ROD/PIPE-DEPTH:  3.7 meters
 AJ3572_SLEEVE-DEPTH  :  0.8 meters
 AJ3572
 AJ3572  HISTORY     - Date     Condition        Report By
 AJ3572  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3572
 AJ3572                          STATION DESCRIPTION
 AJ3572
 AJ3572'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3572'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3572'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 21
 AJ3572'OWNERSHIP - STATE TRUST LAND
 AJ3572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3572'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3572'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3572'DRIVE 0.2 MI (0.3 KM) BEARING LEFT AT FORK IN THE ROAD, THENCE
 AJ3572'CONTINUE SOUTHEAST ON SALOME HIGHWAY FOR 3.4 MI (5.5 KM) TO A 4 WAY
 AJ3572'INTERSECTION OF SALOME HIGHWAY AND FARM ROAD, THENCE VEER LEFT (EAST)
 AJ3572'AND CONTINUE ON SALOME HIGHWAY FOR 2.06 MI (3.32 KM) , PARK VEHICLE
 AJ3572'AND WALK 40 FT (12.2 M) SOUTH AND TO THE STATION AS DESCRIBED
 AJ3572'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3572'COMPRESSED ON A 12 FOOT (3.66 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3572'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3572'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DP1 1999, SURROUNDED
 AJ3572'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3572'CARSONITE MARKER
 AJ3572'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3572'2.06 MI (3.32 KM) - EAST OF SALOME HIGHWAY/491ST AVENUE
 AJ3572'0.51 MI (0.82 KM) - SOUTH OF CAMELBACK ROAD
 AJ3572'220 FT (67.1 M) - WEST OF THE INTERSECTION OF SALOME HIGHWAY AND 475TH
 AJ3572'AVENUE
 AJ3572'40 FT (12.2 M) - SOUTH OF THE CENTERLINE OF SALOME HIGHWAY
 AJ3572'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3572'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3572'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3573 ***********************************************************************
 AJ3573  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3573  DESIGNATION -  4DR2
 AJ3573  PID         -  AJ3573
 AJ3573  STATE/COUNTY-  AZ/MARICOPA
 AJ3573  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3573
 AJ3573                         *CURRENT SURVEY CONTROL
 AJ3573  ___________________________________________________________________
 AJ3573* NAD 83(1992)-  33 30 25.00760(N)    113 09 44.39958(W)     ADJUSTED  
 AJ3573* NAVD 88     -       356.80   (meters)    1170.6    (feet)  GPS OBS   
 AJ3573  ___________________________________________________________________
 AJ3573  X           -  -2,094,096.169 (meters)                     COMP
 AJ3573  Y           -  -4,894,776.965 (meters)                     COMP
 AJ3573  Z           -   3,501,156.553 (meters)                     COMP
 AJ3573  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AJ3573  ELLIP HEIGHT-         325.72  (meters)          (04/12/01) GPS OBS
 AJ3573  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AJ3573
 AJ3573  HORZ ORDER  -  B
 AJ3573  ELLP ORDER  -  THIRD     CLASS II
 AJ3573
 AJ3573.The horizontal coordinates were established by GPS observations
 AJ3573.and adjusted by the National Geodetic Survey in April 2001..
 AJ3573
 AJ3573.The orthometric height was determined by GPS observations and a
 AJ3573.high-resolution geoid model using precise GPS observation and
 AJ3573.processing techniques.
 AJ3573
 AJ3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3573
 AJ3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3573
 AJ3573.The ellipsoidal height was determined by GPS observations
 AJ3573.and is referenced to NAD 83.
 AJ3573
 AJ3573.The geoid height was determined by GEOID03.
 AJ3573
 AJ3573;                    North         East     Units Scale Factor Converg.
 AJ3573;SPC AZ C     -   278,665.417    97,626.726   MT  1.00006508   -0 41 15.8
 AJ3573;SPC AZ C     -   914,256.62    320,297.66   iFT  1.00006508   -0 41 15.8
 AJ3573;UTM  12      - 3,709,582.234   299,148.145   MT  1.00009738   -1 11 38.7
 AJ3573
 AJ3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3573!SPC AZ C     -   0.99994887  x   1.00006508  =   1.00001394
 AJ3573!UTM  12      -   0.99994887  x   1.00009738  =   1.00004624
 AJ3573
 AJ3573                          SUPERSEDED SURVEY CONTROL
 AJ3573
 AJ3573.No superseded survey control is available for this station.
 AJ3573
 AJ3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9914809582(NAD 83)
 AJ3573_MARKER: I = METAL ROD
 AJ3573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3573_STAMPING: 4DR2 1999
 AJ3573_MARK LOGO: MCDOT 
 AJ3573_PROJECTION: FLUSH
 AJ3573_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3573+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3573_ROD/PIPE-DEPTH: 11.0 meters
 AJ3573_SLEEVE-DEPTH  :  0.8 meters
 AJ3573
 AJ3573  HISTORY     - Date     Condition        Report By
 AJ3573  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3573
 AJ3573                          STATION DESCRIPTION
 AJ3573
 AJ3573'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3573'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3573'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 14
 AJ3573'OWNERSHIP - PRIVATE LAND
 AJ3573'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3573'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3573'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3573'DRIVE 0.4 MI (0.6 KM) TO FORK IN ROAD, THENCE BEAR RIGHT AT FORK ON TO
 AJ3573'AND DRIVE 0.4 MI (0.6 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT (WEST)
 AJ3573'AT FORK AND DRIVE WEST ON ROAD TO A 90 DEGREE BEND, THENCE TURN LEFT
 AJ3573'(SOUTH) ON ROAD AND DRIVE TO A FORK IN ROAD AT 2.8 MI (4.5 KM) FROM
 AJ3573'INTERSTATE 10, THENCE CONTINUE 0.1 MI (0.2 KM) SOUTH PARK VEHICLE AND
 AJ3573'HIKE WEST INTO WASH AND TO THE STATION AS DESCRIBED
 AJ3573'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3573'COMPRESSED ON A 36 FOOT (10.97 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3573'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3573'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DR2 1999, SURROUNDED
 AJ3573'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3573'CARSONITE MARKER
 AJ3573'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3573'2.9 MI (4.7 KM) - SOUTH AND WEST OF INTERSTATE 10
 AJ3573'STATION IS LOCATED HALF WAY BETWEEN THE WASH AND THE CANAL
 AJ3573'1 FT (0.3 M) - WEST OF WHITE CARSONITE MARKER
 AJ3573'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3573'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3574 ***********************************************************************
 AJ3574  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3574  DESIGNATION -  4DT2
 AJ3574  PID         -  AJ3574
 AJ3574  STATE/COUNTY-  AZ/MARICOPA
 AJ3574  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3574
 AJ3574                         *CURRENT SURVEY CONTROL
 AJ3574  ___________________________________________________________________
 AJ3574* NAD 83(1992)-  33 30 29.49844(N)    113 16 54.89505(W)     ADJUSTED  
 AJ3574* NAVD 88     -       384.34   (meters)    1261.0    (feet)  GPS OBS   
 AJ3574  ___________________________________________________________________
 AJ3574  X           -  -2,104,286.339 (meters)                     COMP
 AJ3574  Y           -  -4,890,346.553 (meters)                     COMP
 AJ3574  Z           -   3,501,287.062 (meters)                     COMP
 AJ3574  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AJ3574  ELLIP HEIGHT-         353.14  (meters)          (04/12/01) GPS OBS
 AJ3574  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3574
 AJ3574  HORZ ORDER  -  B
 AJ3574  ELLP ORDER  -  THIRD     CLASS II
 AJ3574
 AJ3574.The horizontal coordinates were established by GPS observations
 AJ3574.and adjusted by the National Geodetic Survey in April 2001..
 AJ3574
 AJ3574.The orthometric height was determined by GPS observations and a
 AJ3574.high-resolution geoid model using precise GPS observation and
 AJ3574.processing techniques.
 AJ3574
 AJ3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3574
 AJ3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3574
 AJ3574.The ellipsoidal height was determined by GPS observations
 AJ3574.and is referenced to NAD 83.
 AJ3574
 AJ3574.The geoid height was determined by GEOID03.
 AJ3574
 AJ3574;                    North         East     Units Scale Factor Converg.
 AJ3574;SPC AZ C     -   278,943.557    86,517.539   MT  1.00009830   -0 45 13.7
 AJ3574;SPC AZ C     -   915,169.15    283,850.19   iFT  1.00009830   -0 45 13.7
 AJ3574;UTM  12      - 3,709,958.563   288,041.361   MT  1.00015391   -1 15 36.8
 AJ3574
 AJ3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3574!SPC AZ C     -   0.99994456  x   1.00009830  =   1.00004286
 AJ3574!UTM  12      -   0.99994456  x   1.00015391  =   1.00009846
 AJ3574
 AJ3574                          SUPERSEDED SURVEY CONTROL
 AJ3574
 AJ3574.No superseded survey control is available for this station.
 AJ3574
 AJ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8804109959(NAD 83)
 AJ3574_MARKER: I = METAL ROD
 AJ3574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3574_STAMPING: 4DT2 1999
 AJ3574_MARK LOGO: MCDOT 
 AJ3574_PROJECTION: FLUSH
 AJ3574_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3574+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3574_ROD/PIPE-DEPTH: 15.2 meters
 AJ3574_SLEEVE-DEPTH  :  0.8 meters
 AJ3574
 AJ3574  HISTORY     - Date     Condition        Report By
 AJ3574  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3574
 AJ3574                          STATION DESCRIPTION
 AJ3574
 AJ3574'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3574'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3574'PHOENIX, TOWNSHIP 02 NORTH, RANGE 10 WEST, SECTION 15
 AJ3574'OWNERSHIP - PRIVATE LAND
 AJ3574'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3574'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3574'HIGHWAY (EXIT 81) , THENCE BEAR RIGHT (NORTHWEST) AND DRIVE 9.5 MI
 AJ3574'(15.3 KM) TO EAGLE EYE ROAD, THENCE TURN LEFT (SOUTH) ON TO EAGLE EYE
 AJ3574'ROAD AND DRIVE (CROSSING GRANITE REEF AQUEDUCT, 2 CATTLE GUARDS AND
 AJ3574'INTERSTATE 10) 3.3 MI (5.3 KM) TO END OF PAVEMENT , THENCE CONTINUE
 AJ3574'STRAIGHT (SOUTHERLY) ON EAGLE EYE ROAD FOR 2.8 MI (4.5 KM) TO A DIRT
 AJ3574'ROAD ON THE EAST SIDE OF EAGLE EYE ROAD (LOCATED JUST SOUTHEAST OF
 AJ3574'CORRAL ON WEST SIDE OF EAGLE EYE) ,THENCE TURN LEFT (EAST) ON TO DIRT
 AJ3574'ROAD BEARING LEFT AT FORK AND DRIVE 1.4 MI (2.3 KM) ,PARK VEHICLE AND
 AJ3574'WALK 20 FT (6.1 M) SOUTH OF DIRT ROAD AND TO THE STATION AS DESCRIBED
 AJ3574'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3574'COMPRESSED ON A 50 FOOT (15.24 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3574'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3574'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DT2 1999, SURROUNDED
 AJ3574'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3574'CARSONITE MARKER
 AJ3574'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3574'6.1 MI (9.8 KM) - SOUTH OF SALOME HIGHWAY
 AJ3574'1.4 MI (2.3 KM) - EAST OF EAGLE EYE ROAD
 AJ3574'20 FT (6.1 M) - SOUTH OF DIRT ROAD
 AJ3574'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3574'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3574'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3845 ***********************************************************************
 AJ3845  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3845  DESIGNATION -  4EC1
 AJ3845  PID         -  AJ3845
 AJ3845  STATE/COUNTY-  AZ/MARICOPA
 AJ3845  USGS QUAD   -  WADDELL (1975)
 AJ3845
 AJ3845                         *CURRENT SURVEY CONTROL
 AJ3845  ___________________________________________________________________
 AJ3845* NAD 83(1992)-  33 33 05.39776(N)    112 24 54.23363(W)     ADJUSTED  
 AJ3845* NAVD 88     -       345.98   (meters)    1135.1    (feet)  GPS OBS   
 AJ3845  ___________________________________________________________________
 AJ3845  X           -  -2,029,036.729 (meters)                     COMP
 AJ3845  Y           -  -4,919,140.579 (meters)                     COMP
 AJ3845  Z           -   3,505,270.510 (meters)                     COMP
 AJ3845  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ3845  ELLIP HEIGHT-         315.71  (meters)          (04/12/01) GPS OBS
 AJ3845  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3845
 AJ3845  HORZ ORDER  -  B
 AJ3845  ELLP ORDER  -  THIRD     CLASS II
 AJ3845
 AJ3845.The horizontal coordinates were established by GPS observations
 AJ3845.and adjusted by the National Geodetic Survey in April 2001..
 AJ3845
 AJ3845.The orthometric height was determined by GPS observations and a
 AJ3845.high-resolution geoid model using precise GPS observation and
 AJ3845.processing techniques.
 AJ3845
 AJ3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3845
 AJ3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3845
 AJ3845.The ellipsoidal height was determined by GPS observations
 AJ3845.and is referenced to NAD 83.
 AJ3845
 AJ3845.The geoid height was determined by GEOID03.
 AJ3845
 AJ3845;                    North         East     Units Scale Factor Converg.
 AJ3845;SPC AZ C     -   283,023.130   167,079.411   MT  0.99992640   -0 16 31.7
 AJ3845;SPC AZ C     -   928,553.58    548,160.80   iFT  0.99992640   -0 16 31.7
 AJ3845;UTM  12      - 3,713,325.614   368,633.813   MT  0.99981275   -0 46 55.9
 AJ3845
 AJ3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3845!SPC AZ C     -   0.99995044  x   0.99992640  =   0.99987684
 AJ3845!UTM  12      -   0.99995044  x   0.99981275  =   0.99976320
 AJ3845
 AJ3845                          SUPERSEDED SURVEY CONTROL
 AJ3845
 AJ3845.No superseded survey control is available for this station.
 AJ3845
 AJ3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6863413326(NAD 83)
 AJ3845_MARKER: I = METAL ROD
 AJ3845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3845_STAMPING: 4EC1 1999
 AJ3845_MARK LOGO: MCDOT 
 AJ3845_PROJECTION: FLUSH
 AJ3845_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3845+STABILITY: POSITION/ELEVATION WELL
 AJ3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3845+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 AJ3845_ROD/PIPE-DEPTH: 17.8 meters
 AJ3845_SLEEVE-DEPTH  :  0.8 meters
 AJ3845
 AJ3845  HISTORY     - Date     Condition        Report By
 AJ3845  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3845  HISTORY     - 20040806 GOOD             MCDOT
 AJ3845
 AJ3845                          STATION DESCRIPTION
 AJ3845
 AJ3845'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3845'THE STATION IS LOCATED 4 MI (6.4 KM) WEST OF THE TOWN OF EL MIRAGE,
 AJ3845'TOWNSHIP 2 NORTH, RANGE 1 WEST, SECTION 1
 AJ3845'OWNERSHIP - ADAMAN IRRIGATION WATER DISTRICT
 AJ3845'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY
 AJ3845'303 AT EXIT 124, DRIVE NORTH ON HIGHWAY 303 FOR 6.4 MI (10.3 KM) TO
 AJ3845'THE INTERSECTION OF NORTHERN AVENUE AND HIGHWAY 303, THENCE TURN RIGHT
 AJ3845'(EAST) ONTO NORTHERN AVENUE AND DRIVE 0.2 MI (0.3 KM) TO THE STATION
 AJ3845'ON THE RIGHT
 AJ3845'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3845'COMPRESSED ON A 58.4 FT (17.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3845'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3845'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EC1 1999, SURROUNDED
 AJ3845'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3845'CARSONITE MARKER
 AJ3845'STATION TIES -
 AJ3845'60 FT (18.3 M) SOUTH OF THE SOUTH EDGE OF ASPHALT OF NORTHERN AVENUE
 AJ3845'27 FT (8.2 M) EAST OF A WELL SITE
 AJ3845'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3845'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3845
 AJ3845                          STATION RECOVERY (2004)
 AJ3845
 AJ3845'RECOVERY NOTE BY MARICOPA CO DOT 2004 (JR)
 AJ3845'PER JOHN ROSE, THERE WAS A WELL INSTALL ABOUT 5 FEET AWAY BUT THE
 AJ3845'MONUMENT APPEARS TO BE UN-TOUCHED.
 AJ3845'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3841 ***********************************************************************
 AJ3841  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3841  DESIGNATION -  4EG6
 AJ3841  PID         -  AJ3841
 AJ3841  STATE/COUNTY-  AZ/MARICOPA
 AJ3841  USGS QUAD   -  WHITE TANK MTS (1971)
 AJ3841
 AJ3841                         *CURRENT SURVEY CONTROL
 AJ3841  ___________________________________________________________________
 AJ3841* NAD 83(1992)-  33 32 40.52511(N)    112 36 53.37576(W)     ADJUSTED  
 AJ3841* NAVD 88     -       523.96   (meters)    1719.0    (feet)  GPS OBS   
 AJ3841  ___________________________________________________________________
 AJ3841  X           -  -2,046,394.872 (meters)                     COMP
 AJ3841  Y           -  -4,912,564.420 (meters)                     COMP
 AJ3841  Z           -   3,504,730.219 (meters)                     COMP
 AJ3841  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 AJ3841  ELLIP HEIGHT-         493.79  (meters)          (04/12/01) GPS OBS
 AJ3841  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AJ3841
 AJ3841  HORZ ORDER  -  B
 AJ3841  ELLP ORDER  -  THIRD     CLASS II
 AJ3841
 AJ3841.The horizontal coordinates were established by GPS observations
 AJ3841.and adjusted by the National Geodetic Survey in April 2001..
 AJ3841
 AJ3841.The orthometric height was determined by GPS observations and a
 AJ3841.high-resolution geoid model using precise GPS observation and
 AJ3841.processing techniques.
 AJ3841
 AJ3841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3841
 AJ3841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3841
 AJ3841.The ellipsoidal height was determined by GPS observations
 AJ3841.and is referenced to NAD 83.
 AJ3841
 AJ3841.The geoid height was determined by GEOID03.
 AJ3841
 AJ3841;                    North         East     Units Scale Factor Converg.
 AJ3841;SPC AZ C     -   282,363.928   148,524.339   MT  0.99995181   -0 23 08.9
 AJ3841;SPC AZ C     -   926,390.84    487,284.58   iFT  0.99995181   -0 23 08.9
 AJ3841;UTM  12      - 3,712,830.579   350,075.385   MT  0.99987712   -0 53 33.0
 AJ3841
 AJ3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3841!SPC AZ C     -   0.99992248  x   0.99995181  =   0.99987430
 AJ3841!UTM  12      -   0.99992248  x   0.99987712  =   0.99979961
 AJ3841
 AJ3841                          SUPERSEDED SURVEY CONTROL
 AJ3841
 AJ3841.No superseded survey control is available for this station.
 AJ3841
 AJ3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5007512831(NAD 83)
 AJ3841_MARKER: DD = SURVEY DISK
 AJ3841_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3841_STAMPING: 4EG6 1999
 AJ3841_MARK LOGO: MCDOT 
 AJ3841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3841+STABILITY: POSITION/ELEVATION WELL
 AJ3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3841+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3841
 AJ3841  HISTORY     - Date     Condition        Report By
 AJ3841  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3841
 AJ3841                          STATION DESCRIPTION
 AJ3841
 AJ3841'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3841'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF THE TOWN OF
 AJ3841'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 4 WEST, SECTION 1
 AJ3841'OWNERSHIP - BLM
 AJ3841'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3841'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 7.7 MI (12.4
 AJ3841'KM) TO THE INTERSECTION OF AN UNMARKED DIRT POWER LINE ROAD AND SUN
 AJ3841'VALLEY PARKWAY BEING 0.1 MI (0.2 KM) SOUTH OF MILEPOST 112, THENCE
 AJ3841'TURN RIGHT (EAST) ONTO THE DIRT POWER LINE ROAD AND DRIVE
 AJ3841'SOUTHEASTERLY 2.1 MI (3.4 KM) TO THE INTERSECTION OF AN UNMARKED
 AJ3841'NORTH-SOUTH DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND
 AJ3841'DRIVE NORTHERLY AND EASTERLY 2.2 MI (3.5 KM) TO A GATE IN A BARBED
 AJ3841'WIRE FENCE, THENCE DRIVE THROUGH THE GATE AND CONTINUE EASTERLY 0.25
 AJ3841'MI (0.40 KM) TO ANOTHER GATE IN A BARBED WIRE FENCE, THENCE CONTINUE
 AJ3841'EASTERLY 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE VEER TO THE RIGHT
 AJ3841'AND DRIVE SOUTHEASTERLY 0.15 MI (0.24 KM) TO THE STATION 150 FT (45.7
 AJ3841'M) TO THE LEFT OF THE CENTERLINE OF THE ROAD ON A SMALL ROCK HILL
 AJ3841'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3841'COUNTY BRASS DISK, STAMPED 4EG6 1999 SET IN A ROCK OUTCROP, WITNESSED
 AJ3841'BY A WHITE CARSONITE MARKER
 AJ3841'STATION TIES -
 AJ3841'150 FT (45.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3841'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3841'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3844 ***********************************************************************
 AJ3844  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3844  DESIGNATION -  4EI6
 AJ3844  PID         -  AJ3844
 AJ3844  STATE/COUNTY-  AZ/MARICOPA
 AJ3844  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3844
 AJ3844                         *CURRENT SURVEY CONTROL
 AJ3844  ___________________________________________________________________
 AJ3844* NAD 83(1992)-  33 33 07.32062(N)    112 42 45.54569(W)     ADJUSTED  
 AJ3844* NAVD 88     -       391.44   (meters)    1284.2    (feet)  GPS OBS   
 AJ3844  ___________________________________________________________________
 AJ3844  X           -  -2,054,560.538 (meters)                     COMP
 AJ3844  Y           -  -4,908,540.333 (meters)                     COMP
 AJ3844  Z           -   3,505,344.910 (meters)                     COMP
 AJ3844  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 AJ3844  ELLIP HEIGHT-         360.99  (meters)          (04/12/01) GPS OBS
 AJ3844  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AJ3844
 AJ3844  HORZ ORDER  -  B
 AJ3844  ELLP ORDER  -  THIRD     CLASS II
 AJ3844
 AJ3844.The horizontal coordinates were established by GPS observations
 AJ3844.and adjusted by the National Geodetic Survey in April 2001..
 AJ3844
 AJ3844.The orthometric height was determined by GPS observations and a
 AJ3844.high-resolution geoid model using precise GPS observation and
 AJ3844.processing techniques.
 AJ3844
 AJ3844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3844
 AJ3844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3844
 AJ3844.The ellipsoidal height was determined by GPS observations
 AJ3844.and is referenced to NAD 83.
 AJ3844
 AJ3844.The geoid height was determined by GEOID03.
 AJ3844
 AJ3844;                    North         East     Units Scale Factor Converg.
 AJ3844;SPC AZ C     -   283,254.895   139,445.800   MT  0.99996733   -0 26 23.8
 AJ3844;SPC AZ C     -   929,313.96    457,499.34   iFT  0.99996733   -0 26 23.8
 AJ3844;UTM  12      - 3,713,801.742   341,005.672   MT  0.99991166   -0 56 48.4
 AJ3844
 AJ3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3844!SPC AZ C     -   0.99994333  x   0.99996733  =   0.99991066
 AJ3844!UTM  12      -   0.99994333  x   0.99991166  =   0.99985500
 AJ3844
 AJ3844                          SUPERSEDED SURVEY CONTROL
 AJ3844
 AJ3844.No superseded survey control is available for this station.
 AJ3844
 AJ3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4100613802(NAD 83)
 AJ3844_MARKER: I = METAL ROD
 AJ3844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3844_STAMPING: 4EI6 1999
 AJ3844_MARK LOGO: MCDOT 
 AJ3844_PROJECTION: FLUSH
 AJ3844_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3844+STABILITY: POSITION/ELEVATION WELL
 AJ3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3844+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3844_ROD/PIPE-DEPTH:  6.1 meters
 AJ3844_SLEEVE-DEPTH  :  0.8 meters
 AJ3844
 AJ3844  HISTORY     - Date     Condition        Report By
 AJ3844  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3844
 AJ3844                          STATION DESCRIPTION
 AJ3844
 AJ3844'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3844'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHWEST OF THE TOWN OF
 AJ3844'BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 36
 AJ3844'OWNERSHIP - STATE TRUST LAND
 AJ3844'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3844'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 7.8 MI (12.6
 AJ3844'KM) TO THE MILE POST 112, THENCE MAKE A U-TURN ONTO THE SOUTH BOUND
 AJ3844'LANES OF SUN VALLEY PARKWAY AND DRIVE FOR 0.1 MI (0.2 KM) TO A GATE ON
 AJ3844'THE RIGHT IN THE RIGHT OF WAY FENCE OF SUN VALLEY PARKWAY, THENCE TURN
 AJ3844'RIGHT (WEST) THROUGH THE GATE AND DRIVE NORTHWESTERLY ALONG AN
 AJ3844'UNMARKED DIRT POWER LINE ROAD 0.8 MI (1.3 KM) TO AN UNMARKED DIRT ROAD
 AJ3844'ON THE LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE SOUTHERLY ON THE DIRT
 AJ3844'ROAD 0.5 MI (0.8 KM) TO A POWER LINE, THENCE CROSS THE POWER LINE AND
 AJ3844'CONTINUE DRIVING SOUTHERLY ON THE DIRT ROAD 0.4 MI (0.6 KM) TO A GATE
 AJ3844'IN A BARBED WIRE FENCE, THENCE DRIVE THROUGH THE GATE AND CONTINUE
 AJ3844'SOUTHERLY O.2 MI TO AN UNMARKED DIRT ROAD ON THE RIGHT (WEST) , THENCE
 AJ3844'TURN RIGHT AND DRIVE WESTERLY 0.6 MI (1.0 KM) TO THE END OF THE ROAD,
 AJ3844'THENCE WALK 150 FT (45.7 M) NORTH TO A FENCE, THENCE WALK WESTERLY
 AJ3844'ALONG THE FENCE TO A GLO MONUMENT AT THE CORNER OF THE FENCE, THE
 AJ3844'STATION LIES 105 FT (32.0 M) NORTH AND 50 FT (15.2 M) WEST OF THE
 AJ3844'FENCE CORNER
 AJ3844'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3844'COMPRESSED ON A 20 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3844'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3844'WITH A COUNTY LOGO ACCESS COVER STAMPED 4EI6 1999, SURROUNDED WITH A
 AJ3844'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3844'MARKER
 AJ3844'STATION TIES -
 AJ3844'50 FT (15.2 M) WEST OF A FENCE
 AJ3844'116 FT (35.4 M) NORTHWEST OF A GLO MONUMENT AT A FENCE CORNER
 AJ3844'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3844'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3575 ***********************************************************************
 AJ3575  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3575  DESIGNATION -  4EK1
 AJ3575  PID         -  AJ3575
 AJ3575  STATE/COUNTY-  AZ/MARICOPA
 AJ3575  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3575
 AJ3575                         *CURRENT SURVEY CONTROL
 AJ3575  ___________________________________________________________________
 AJ3575* NAD 83(1992)-  33 32 48.49935(N)    112 48 57.05737(W)     ADJUSTED  
 AJ3575* NAVD 88     -       383.34   (meters)    1257.7    (feet)  GPS OBS   
 AJ3575  ___________________________________________________________________
 AJ3575  X           -  -2,063,519.750 (meters)                     COMP
 AJ3575  Y           -  -4,905,120.836 (meters)                     COMP
 AJ3575  Z           -   3,504,857.007 (meters)                     COMP
 AJ3575  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 AJ3575  ELLIP HEIGHT-         352.66  (meters)          (04/12/01) GPS OBS
 AJ3575  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3575
 AJ3575  HORZ ORDER  -  B
 AJ3575  ELLP ORDER  -  THIRD     CLASS II
 AJ3575
 AJ3575.The horizontal coordinates were established by GPS observations
 AJ3575.and adjusted by the National Geodetic Survey in April 2001..
 AJ3575
 AJ3575.The orthometric height was determined by GPS observations and a
 AJ3575.high-resolution geoid model using precise GPS observation and
 AJ3575.processing techniques.
 AJ3575
 AJ3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3575
 AJ3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3575
 AJ3575.The ellipsoidal height was determined by GPS observations
 AJ3575.and is referenced to NAD 83.
 AJ3575
 AJ3575.The geoid height was determined by GEOID03.
 AJ3575
 AJ3575;                    North         East     Units Scale Factor Converg.
 AJ3575;SPC AZ C     -   282,753.408   129,857.666   MT  0.99998593   -0 29 49.0
 AJ3575;SPC AZ C     -   927,668.66    426,042.21   iFT  0.99998593   -0 29 49.0
 AJ3575;UTM  12      - 3,713,385.102   331,413.915   MT  0.99995040   -1 00 13.3
 AJ3575
 AJ3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3575!SPC AZ C     -   0.99994464  x   0.99998593  =   0.99993057
 AJ3575!UTM  12      -   0.99994464  x   0.99995040  =   0.99989504
 AJ3575
 AJ3575                          SUPERSEDED SURVEY CONTROL
 AJ3575
 AJ3575.No superseded survey control is available for this station.
 AJ3575
 AJ3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3141413385(NAD 83)
 AJ3575_MARKER: I = METAL ROD
 AJ3575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3575_STAMPING: 4EK1 1999
 AJ3575_MARK LOGO: MCDOT 
 AJ3575_PROJECTION: FLUSH
 AJ3575_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3575+STABILITY: POSITION/ELEVATION WELL
 AJ3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3575+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3575_ROD/PIPE-DEPTH: 91.4 meters
 AJ3575_SLEEVE-DEPTH  :  0.8 meters
 AJ3575
 AJ3575  HISTORY     - Date     Condition        Report By
 AJ3575  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3575
 AJ3575                          STATION DESCRIPTION
 AJ3575
 AJ3575'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3575'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3575'PHOENIX, TOWNSHIP 02 NORTH, RANGE 06 WEST, SECTION 01
 AJ3575'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3575'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3575'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3575'(EXIT 103) , THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3575'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3575'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3575'TURN RIGHT (NORTH) ON TO 355TH AVENUE AND DRIVE 3.67 MI (5.91 KM)
 AJ3575'(WHICH IS 350 FT PAST A BEGINNING OF CURVE ON 355TH AVENUE), PARK
 AJ3575'VEHICLE AND WALK 32 FT (9.8 M) NORTHEASTERLY AND TO THE STATION AS
 AJ3575'DESCRIBED
 AJ3575'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3575'COMPRESSED ON A 300 FOOT (91.44 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3575'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3575'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EK1 1999, SURROUNDED
 AJ3575'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3575'CARSONITE MARKER
 AJ3575'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3575'3.67 MI (5.91 KM) - NORTH OF INDIAN SCHOOL ROAD
 AJ3575'2.0 MI (3.2 KM) - WEST OF 339TH AVENUE ALIGNMENT
 AJ3575'350 FT (106.7 M) - NORTHWEST OF BEGINNING OF CURVE IN ROAD
 AJ3575'32 FT (9.8 M) - NORTHEASTERLY OF THE CENTERLINE OF 355TH AVENUE
 AJ3575'1 FT (0.3 M) - SOUTH OF CARSONITE MARKER
 AJ3575'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3575'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3576 ***********************************************************************
 AJ3576  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3576  DESIGNATION -  4EM2
 AJ3576  PID         -  AJ3576
 AJ3576  STATE/COUNTY-  AZ/MARICOPA
 AJ3576  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3576
 AJ3576                         *CURRENT SURVEY CONTROL
 AJ3576  ___________________________________________________________________
 AJ3576* NAD 83(1992)-  33 33 06.76350(N)    112 55 10.11547(W)     ADJUSTED  
 AJ3576* NAVD 88     -       377.54   (meters)    1238.6    (feet)  GPS OBS   
 AJ3576  ___________________________________________________________________
 AJ3576  X           -  -2,072,264.902 (meters)                     COMP
 AJ3576  Y           -  -4,901,089.634 (meters)                     COMP
 AJ3576  Z           -   3,505,322.707 (meters)                     COMP
 AJ3576  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AJ3576  ELLIP HEIGHT-         346.70  (meters)          (04/12/01) GPS OBS
 AJ3576  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3576
 AJ3576  HORZ ORDER  -  B
 AJ3576  ELLP ORDER  -  THIRD     CLASS II
 AJ3576
 AJ3576.The horizontal coordinates were established by GPS observations
 AJ3576.and adjusted by the National Geodetic Survey in April 2001..
 AJ3576
 AJ3576.The orthometric height was determined by GPS observations and a
 AJ3576.high-resolution geoid model using precise GPS observation and
 AJ3576.processing techniques.
 AJ3576
 AJ3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3576
 AJ3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3576
 AJ3576.The ellipsoidal height was determined by GPS observations
 AJ3576.and is referenced to NAD 83.
 AJ3576
 AJ3576.The geoid height was determined by GEOID03.
 AJ3576
 AJ3576;                    North         East     Units Scale Factor Converg.
 AJ3576;SPC AZ C     -   283,404.376   120,239.429   MT  1.00000687   -0 33 15.4
 AJ3576;SPC AZ C     -   929,804.38    394,486.32   iFT  1.00000687   -0 33 15.4
 AJ3576;UTM  12      - 3,714,121.105   321,802.057   MT  0.99999150   -1 03 40.2
 AJ3576
 AJ3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3576!SPC AZ C     -   0.99994557  x   1.00000687  =   0.99995244
 AJ3576!UTM  12      -   0.99994557  x   0.99999150  =   0.99993707
 AJ3576
 AJ3576                          SUPERSEDED SURVEY CONTROL
 AJ3576
 AJ3576.No superseded survey control is available for this station.
 AJ3576
 AJ3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2180214121(NAD 83)
 AJ3576_MARKER: I = METAL ROD
 AJ3576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3576+WITH SETTING: INFORMATION.
 AJ3576_STAMPING: 4EM2 1999
 AJ3576_MARK LOGO: MCDOT 
 AJ3576_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ3576_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3576+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 AJ3576_ROD/PIPE-DEPTH:  2.4 meters
 AJ3576_SLEEVE-DEPTH  :  0.8 meters
 AJ3576
 AJ3576  HISTORY     - Date     Condition        Report By
 AJ3576  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3576  HISTORY     - 20030409 GOOD             INDIV
 AJ3576
 AJ3576                          STATION DESCRIPTION
 AJ3576
 AJ3576'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3576'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3576'PHOENIX, TOWNSHIP 03 NORTH, RANGE 06 WEST, SECTION 31
 AJ3576'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3576'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3576'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3576'(EXIT 94) ,THENCE TURN RIGHT (NORTH) ON TO 411TH AVENUE AND DRIVE 0.8
 AJ3576'MI (1.3 KM) TO END OF PAVEMENT, THENCE CONTINUE NORTH ON 411TH AVENUE
 AJ3576'FOR 3.0 MI (4.8 KM) TO CAMELBACK ROAD (DIRT) , THENCE CONTINUE
 AJ3576'STRAIGHT (NORTH) ON 411TH AVENUE FOR 3.0 MI (4.8 KM) TO AN
 AJ3576'INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3576'AND DRIVE 1.0 MI (1.6 KM) BEARING LEFT (NORTH) AT THE BEND IN ROAD,
 AJ3576'PARK VEHICLE AND WALK 45 FT (13.7 M) EAST AND TO THE STATION AS
 AJ3576'DESCRIBED
 AJ3576'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3576'COMPRESSED ON A 8 FOOT (2.44 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3576'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3576'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EM2 1999, SURROUNDED
 AJ3576'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3576'CARSONITE MARKER
 AJ3576'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3576'3.81 MI (6.13 KM) - NORTH OF INTERSTATE 10
 AJ3576'1.01 MI (1.63 KM) - EAST OF 411TH AVENUE
 AJ3576'45 FT (13.7 M) - EAST OF CURVE IN ROAD
 AJ3576'30 FT (9.1 M) - NORTH OF THE CENTERLINE OF DIRT ROAD JUST TRAVELED
 AJ3576'EAST ON
 AJ3576'1 FT (0.3 M) - WEST OF WHITE CARSONITE MARKER
 AJ3576'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3576'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3576
 AJ3576                          STATION RECOVERY (2003)
 AJ3576
 AJ3576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BPD)
 AJ3576'THE DISTANCE FROM I-10 TO CAMELBACK IS 0.5 MILES INSTEAD OF 0.8 MILES.
 AJ3576' 
 AJ3576'THE FIRST INSTANCE OF 'THENCE CONTINUE NORTH ON 411TH AVENUE FOR 3.0
 AJ3576'MI (4.8 KM)' SHOULD BE DELETED.
 AJ3576'411TH AVE. IS PAVED TO CAMELBACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3577 ***********************************************************************
 AJ3577  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3577  DESIGNATION -  4EO2
 AJ3577  PID         -  AJ3577
 AJ3577  STATE/COUNTY-  AZ/MARICOPA
 AJ3577  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3577
 AJ3577                         *CURRENT SURVEY CONTROL
 AJ3577  ___________________________________________________________________
 AJ3577* NAD 83(1992)-  33 33 06.25051(N)    113 01 14.08979(W)     ADJUSTED  
 AJ3577* NAVD 88     -       426.83   (meters)    1400.4    (feet)  GPS OBS   
 AJ3577  ___________________________________________________________________
 AJ3577  X           -  -2,080,929.591 (meters)                     COMP
 AJ3577  Y           -  -4,897,471.116 (meters)                     COMP
 AJ3577  Z           -   3,505,336.760 (meters)                     COMP
 AJ3577  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AJ3577  ELLIP HEIGHT-         395.96  (meters)          (04/12/01) GPS OBS
 AJ3577  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AJ3577
 AJ3577  HORZ ORDER  -  B
 AJ3577  ELLP ORDER  -  THIRD     CLASS II
 AJ3577
 AJ3577.The horizontal coordinates were established by GPS observations
 AJ3577.and adjusted by the National Geodetic Survey in April 2001..
 AJ3577
 AJ3577.The orthometric height was determined by GPS observations and a
 AJ3577.high-resolution geoid model using precise GPS observation and
 AJ3577.processing techniques.
 AJ3577
 AJ3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3577
 AJ3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3577
 AJ3577.The ellipsoidal height was determined by GPS observations
 AJ3577.and is referenced to NAD 83.
 AJ3577
 AJ3577.The geoid height was determined by GEOID03.
 AJ3577
 AJ3577;                    North         East     Units Scale Factor Converg.
 AJ3577;SPC AZ C     -   283,483.983   110,850.346   MT  1.00002951   -0 36 36.6
 AJ3577;SPC AZ C     -   930,065.56    363,682.24   iFT  1.00002951   -0 36 36.6
 AJ3577;UTM  12      - 3,714,283.771   312,414.097   MT  1.00003384   -1 07 01.5
 AJ3577
 AJ3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3577!SPC AZ C     -   0.99993784  x   1.00002951  =   0.99996735
 AJ3577!UTM  12      -   0.99993784  x   1.00003384  =   0.99997168
 AJ3577
 AJ3577                          SUPERSEDED SURVEY CONTROL
 AJ3577
 AJ3577.No superseded survey control is available for this station.
 AJ3577
 AJ3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1241414284(NAD 83)
 AJ3577_MARKER: I = METAL ROD
 AJ3577_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3577+WITH SETTING: INFORMATION.
 AJ3577_STAMPING: 4EO2 1999
 AJ3577_MARK LOGO: MCDOT 
 AJ3577_PROJECTION: FLUSH
 AJ3577_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3577+STABILITY: POSITION/ELEVATION WELL
 AJ3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3577+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3577_ROD/PIPE-DEPTH:  1.2 meters
 AJ3577_SLEEVE-DEPTH  :  0.8 meters
 AJ3577
 AJ3577  HISTORY     - Date     Condition        Report By
 AJ3577  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3577
 AJ3577                          STATION DESCRIPTION
 AJ3577
 AJ3577'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3577'THE STATION IS LOCATED ABOUT 72.0 MI (115.9 KM) WEST OF THE CITY OF
 AJ3577'PHOENIX, TOWNSHIP 03 NORTH, RANGE 08 WEST, SECTION 06
 AJ3577'OWNERSHIP - PRIVATE/GRANITE REEF AQUEDUCT
 AJ3577'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3577'10, DRIVE WEST ON INTERSTATE 10 FOR 72.0 MI (115.9 KM) TO MILE POST
 AJ3577'89, THENCE CONTINUE WEST ON INTERSTATE 10 FOR 0.2 MI (0.3 KM) TO A
 AJ3577'DIRT ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES, THENCE TURN RIGHT
 AJ3577'(NORTHWESTERLY) ON TO DIRT ROAD DRIVE THROUGH AN UNLOCKED GATE AND
 AJ3577'DRIVE 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT
 AJ3577'(WESTERLY) AT FORK AND CONTINUE WESTERLY FOR 0.2 MI (0.3 KM) TO
 AJ3577'ANOTHER FORK IN ROAD, THENCE BEAR RIGHT (NORTHERLY) AT FORK AND DRIVE
 AJ3577'1.9 MI (3.1 KM) TO THE SECOND DIRT ROAD INTERSECTION, THENCE CONTINUE
 AJ3577'NORTHERLY FOR 0.8 MI (1.3 KM) CROSSING THE GRANITE REEF AQUEDUCT TO A
 AJ3577'4 WAY STOP, THENCE TURN RIGHT (EASTERLY) ON TO AQUEDUCT ROAD AND DRIVE
 AJ3577'1.7 MI (2.7 KM) TO THE NORTH SIDE OF AQUEDUCT ROAD, PARK VEHICLE AND
 AJ3577'WALK 10 FT (3.0 M) NORTH OF THE NORTH EDGE OF AQUEDUCT AND TO THE
 AJ3577'STATION AS DESCRIBED
 AJ3577'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3577'COMPRESSED ON A 4 FOOT (1.22 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3577'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3577'WITH A COUNTY LOGO ACCESS COVER STAMPED 4EO2 1999, SURROUNDED WITH A
 AJ3577'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3577'MARKER
 AJ3577'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3577'2.7 MI (4.3 KM) - NORTHWESTERLY OF INTERSTATE 10
 AJ3577'1.7 MI (2.7 KM) - EASTERLY OF UNNAMED DIRT ROAD
 AJ3577'10 FT (3.0 M) -  NORTH OF FOOT BRIDGE SPANNING THE GRANITE REEF
 AJ3577'AQUEDUCT
 AJ3577'10 FT (3.0 M) - NORTH OF THE NORTH EDGE OF AQUEDUCT
 AJ3577'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3577'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3577'VISIT- WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3578 ***********************************************************************
 AJ3578  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3578  DESIGNATION -  4EQ2
 AJ3578  PID         -  AJ3578
 AJ3578  STATE/COUNTY-  AZ/MARICOPA
 AJ3578  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3578
 AJ3578                         *CURRENT SURVEY CONTROL
 AJ3578  ___________________________________________________________________
 AJ3578* NAD 83(1992)-  33 31 55.11961(N)    113 07 33.15044(W)     ADJUSTED  
 AJ3578* NAVD 88     -       379.52   (meters)    1245.1    (feet)  GPS OBS   
 AJ3578  ___________________________________________________________________
 AJ3578  X           -  -2,090,386.435 (meters)                     COMP
 AJ3578  Y           -  -4,894,715.975 (meters)                     COMP
 AJ3578  Z           -   3,503,483.875 (meters)                     COMP
 AJ3578  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AJ3578  ELLIP HEIGHT-         348.55  (meters)          (04/12/01) GPS OBS
 AJ3578  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3578
 AJ3578  HORZ ORDER  -  B
 AJ3578  ELLP ORDER  -  THIRD     CLASS II
 AJ3578
 AJ3578.The horizontal coordinates were established by GPS observations
 AJ3578.and adjusted by the National Geodetic Survey in April 2001..
 AJ3578
 AJ3578.The orthometric height was determined by GPS observations and a
 AJ3578.high-resolution geoid model using precise GPS observation and
 AJ3578.processing techniques.
 AJ3578
 AJ3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3578
 AJ3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3578
 AJ3578.The ellipsoidal height was determined by GPS observations
 AJ3578.and is referenced to NAD 83.
 AJ3578
 AJ3578.The geoid height was determined by GEOID03.
 AJ3578
 AJ3578;                    North         East     Units Scale Factor Converg.
 AJ3578;SPC AZ C     -   281,401.610   101,046.562   MT  1.00005547   -0 40 04.9
 AJ3578;SPC AZ C     -   923,233.63    331,517.59   iFT  1.00005547   -0 40 04.9
 AJ3578;UTM  12      - 3,712,288.165   302,592.135   MT  1.00008046   -1 10 29.0
 AJ3578
 AJ3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3578!SPC AZ C     -   0.99994528  x   1.00005547  =   1.00000075
 AJ3578!UTM  12      -   0.99994528  x   1.00008046  =   1.00002574
 AJ3578
 AJ3578                          SUPERSEDED SURVEY CONTROL
 AJ3578
 AJ3578.No superseded survey control is available for this station.
 AJ3578
 AJ3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0259212288(NAD 83)
 AJ3578_MARKER: I = METAL ROD
 AJ3578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3578_STAMPING: 4EQ2 1999
 AJ3578_MARK LOGO: MCDOT 
 AJ3578_PROJECTION: FLUSH
 AJ3578_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3578+STABILITY: POSITION/ELEVATION WELL
 AJ3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3578+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3578_ROD/PIPE-DEPTH:  7.3 meters
 AJ3578_SLEEVE-DEPTH  :  0.8 meters
 AJ3578
 AJ3578  HISTORY     - Date     Condition        Report By
 AJ3578  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3578
 AJ3578                          STATION DESCRIPTION
 AJ3578
 AJ3578'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3578'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3578'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 12
 AJ3578'OWNERSHIP - PRIVATELY OWNED LAND
 AJ3578'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3578'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3578'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTH) ON TO SALOME HIGHWAY AND
 AJ3578'DRIVE 0.13 MI (0.21 KM) TO A DIRT ROAD JUST NORTH OF RIGHT-OF-WAY
 AJ3578'FENCE, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1
 AJ3578'KM) TO STATION (STATION PARALLELS MILE POST 83 ON INTERSTATE 10), PARK
 AJ3578'VEHICLE AND WALK 125 FT (38.1 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3578'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3578'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3578'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3578'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EQ2 1999, SURROUNDED
 AJ3578'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3578'CARSONITE MARKER
 AJ3578'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3578'1.9 MI (3.1 KM) - EAST OF SALOME HIGHWAY (PAVED) 125 FT (38.1 M) -
 AJ3578'NORTH OF DIRT ROAD
 AJ3578'1 FT (0.3 M) - SOUTH OF WHITE WITNESS POST
 AJ3578'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3578'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3579 ***********************************************************************
 AJ3579  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3579  DESIGNATION -  4ES2
 AJ3579  PID         -  AJ3579
 AJ3579  STATE/COUNTY-  AZ/MARICOPA
 AJ3579  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3579
 AJ3579                         *CURRENT SURVEY CONTROL
 AJ3579  ___________________________________________________________________
 AJ3579* NAD 83(1992)-  33 32 59.80773(N)    113 13 39.42423(W)     ADJUSTED  
 AJ3579* NAVD 88     -       392.22   (meters)    1286.8    (feet)  GPS OBS   
 AJ3579  ___________________________________________________________________
 AJ3579  X           -  -2,098,644.715 (meters)                     COMP
 AJ3579  Y           -  -4,889,993.892 (meters)                     COMP
 AJ3579  Z           -   3,505,152.067 (meters)                     COMP
 AJ3579  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AJ3579  ELLIP HEIGHT-         361.12  (meters)          (04/12/01) GPS OBS
 AJ3579  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3579
 AJ3579  HORZ ORDER  -  B
 AJ3579  ELLP ORDER  -  THIRD     CLASS II
 AJ3579
 AJ3579.The horizontal coordinates were established by GPS observations
 AJ3579.and adjusted by the National Geodetic Survey in April 2001..
 AJ3579
 AJ3579.The orthometric height was determined by GPS observations and a
 AJ3579.high-resolution geoid model using precise GPS observation and
 AJ3579.processing techniques.
 AJ3579
 AJ3579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3579
 AJ3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3579
 AJ3579.The ellipsoidal height was determined by GPS observations
 AJ3579.and is referenced to NAD 83.
 AJ3579
 AJ3579.The geoid height was determined by GEOID03.
 AJ3579
 AJ3579;                    North         East     Units Scale Factor Converg.
 AJ3579;SPC AZ C     -   283,509.455    91,621.095   MT  1.00008266   -0 43 28.6
 AJ3579;SPC AZ C     -   930,149.13    300,594.14   iFT  1.00008266   -0 43 28.6
 AJ3579;UTM  12      - 3,714,479.377   293,185.353   MT  1.00012735   -1 13 53.6
 AJ3579
 AJ3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3579!SPC AZ C     -   0.99994331  x   1.00008266  =   1.00002597
 AJ3579!UTM  12      -   0.99994331  x   1.00012735  =   1.00007065
 AJ3579
 AJ3579                          SUPERSEDED SURVEY CONTROL
 AJ3579
 AJ3579.No superseded survey control is available for this station.
 AJ3579
 AJ3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9318514479(NAD 83)
 AJ3579_MARKER: I = METAL ROD
 AJ3579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3579_STAMPING: 4ES2 1999
 AJ3579_MARK LOGO: MCDOT 
 AJ3579_PROJECTION: FLUSH
 AJ3579_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3579+STABILITY: POSITION/ELEVATION WELL
 AJ3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3579+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3579_ROD/PIPE-DEPTH: 10.4 meters
 AJ3579_SLEEVE-DEPTH  :  0.8 meters
 AJ3579
 AJ3579  HISTORY     - Date     Condition        Report By
 AJ3579  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3579
 AJ3579                          STATION DESCRIPTION
 AJ3579
 AJ3579'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3579'THE STATION IS LOCATED ABOUT 68.3 MI (109.9 KM) WEST OF THE CITY OF
 AJ3579'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 06
 AJ3579'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3579'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3579'10, DRIVE WEST ON INTERSTATE 10 FOR 68.3 MI (109.9 KM) TO MILE POST 77
 AJ3579'(4.0 MI FROM EXIT 81 SALOME HIGHWAY) , SAFELY MERGE ONTO MEDIAN AND
 AJ3579'THE ON THE LEFT AS DESCRIBED
 AJ3579'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3579'COMPRESSED ON A 34 FOOT (10.36 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3579'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3579'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4ES2 1999, SURROUNDED
 AJ3579'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3579'CARSONITE MARKER
 AJ3579'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3579'10.0 MI (16.1 KM) - EAST OF LA PAZ COUNTY LINE
 AJ3579'4.0 MI (6.4 KM) - WEST SALOME HIGHWAY (EXIT 81) 50 FT (15.2 M) - WEST
 AJ3579'OF MILE POST 77
 AJ3579'50 FT (15.2 M) - SOUTH OF THE CENTERLINE OF INTERSTATE 10 WESTBOUND
 AJ3579'LANES
 AJ3579'50 FT (15.2 M) - WEST OF MILE POST SIGN 77 ON NORTH SIDE OF INTERSTATE
 AJ3579'10
 AJ3579'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE WITNESS POST
 AJ3579'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3579'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3580 ***********************************************************************
 AJ3580  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3580  DESIGNATION -  4EU2
 AJ3580  PID         -  AJ3580
 AJ3580  STATE/COUNTY-  AZ/MARICOPA
 AJ3580  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3580
 AJ3580                         *CURRENT SURVEY CONTROL
 AJ3580  ___________________________________________________________________
 AJ3580* NAD 83(1992)-  33 33 55.89062(N)    113 20 01.88746(W)     ADJUSTED  
 AJ3580* NAVD 88     -       415.16   (meters)    1362.1    (feet)  GPS OBS   
 AJ3580  ___________________________________________________________________
 AJ3580  X           -  -2,107,337.510 (meters)                     COMP
 AJ3580  Y           -  -4,885,234.554 (meters)                     COMP
 AJ3580  Z           -   3,506,604.705 (meters)                     COMP
 AJ3580  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3580  ELLIP HEIGHT-         384.01  (meters)          (04/12/01) GPS OBS
 AJ3580  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AJ3580
 AJ3580  HORZ ORDER  -  B
 AJ3580  ELLP ORDER  -  THIRD     CLASS II
 AJ3580
 AJ3580.The horizontal coordinates were established by GPS observations
 AJ3580.and adjusted by the National Geodetic Survey in April 2001..
 AJ3580
 AJ3580.The orthometric height was determined by GPS observations and a
 AJ3580.high-resolution geoid model using precise GPS observation and
 AJ3580.processing techniques.
 AJ3580
 AJ3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3580
 AJ3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3580
 AJ3580.The ellipsoidal height was determined by GPS observations
 AJ3580.and is referenced to NAD 83.
 AJ3580
 AJ3580.The geoid height was determined by GEOID03.
 AJ3580
 AJ3580;                    North         East     Units Scale Factor Converg.
 AJ3580;SPC AZ C     -   285,367.223    81,778.216   MT  1.00011339   -0 47 01.2
 AJ3580;SPC AZ C     -   936,244.17    268,301.23   iFT  1.00011339   -0 47 01.2
 AJ3580;UTM  12      - 3,716,424.290   283,358.762   MT  1.00017865   -1 17 27.1
 AJ3580
 AJ3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3580!SPC AZ C     -   0.99993972  x   1.00011339  =   1.00005310
 AJ3580!UTM  12      -   0.99993972  x   1.00017865  =   1.00011836
 AJ3580
 AJ3580                          SUPERSEDED SURVEY CONTROL
 AJ3580
 AJ3580.No superseded survey control is available for this station.
 AJ3580
 AJ3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8335916424(NAD 83)
 AJ3580_MARKER: I = METAL ROD
 AJ3580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3580_STAMPING: 4EU2 1999
 AJ3580_MARK LOGO: MCDOT 
 AJ3580_PROJECTION: FLUSH
 AJ3580_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3580+STABILITY: POSITION/ELEVATION WELL
 AJ3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3580+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3580_ROD/PIPE-DEPTH: 21.3 meters
 AJ3580_SLEEVE-DEPTH  :  0.8 meters
 AJ3580
 AJ3580  HISTORY     - Date     Condition        Report By
 AJ3580  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3580
 AJ3580                          STATION DESCRIPTION
 AJ3580
 AJ3580'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3580'THE STATION IS LOCATED ABOUT 76.3 MI (122.8 KM) WEST OF THE CITY OF
 AJ3580'PHOENIX, TOWNSHIP 03 NORTH, RANGE 10 WEST, SECTION 30, LA PAZ COUNTY
 AJ3580'OWNERSHIP - PRIVATELY OWNED LAND
 AJ3580'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3580'10, DRIVE WEST ON INTERSTATE 10 FOR 76.3 MI (122.8 KM) TO AVENUE 75
 AJ3580'EAST (EXIT 69) ,THENCE TURN LEFT (SOUTH) ON TO AVENUE 75 EAST AND
 AJ3580'DRIVE ACROSS INTERSTATE 10 TO A RIGHT-OF-WAY FENCE AND A LOCKED GATE
 AJ3580'(GATE CAN BE LIFTED BY ITS HINGES AND MOVED FOR ACCESS TO CONTINUE TO
 AJ3580'MONUMENT) , THENCE CONTINUE ON AVENUE 75 EAST AROUND A BEND AND DRIVE
 AJ3580'1.0 MI (1.6 KM) EAST TO A 90 DEGREE BEND IN ROAD, THENCE BEAR RIGHT
 AJ3580'AROUND BEND IN ROAD AND CONTINUE SOUTH FOR 0.25 MI (0.40 KM) , THENCE
 AJ3580'BEAR LEFT AROUND ANOTHER 90 DEGREE BEND AND CONTINUE EAST FOR 0.15 MI
 AJ3580'(0.24 KM) TO A DIRT ROAD ON THE NORTH SIDE, THENCE TURN LEFT (NORTH)
 AJ3580'ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO A 90 DEGREE BEND IN ROAD,
 AJ3580'THENCE BEAR LEFT (WEST) AROUND BEND AND CONTINUE WEST FOR 0.3 MI (0.5
 AJ3580'KM) AND TO THE STATION AS DESCRIBED
 AJ3580'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3580'COMPRESSED ON A 70 FOOT (21.34 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3580'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3580'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EU2 1999, SURROUNDED
 AJ3580'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3580'CARSONITE MARKER
 AJ3580'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3580'2.20 MI (3.54 KM) - SOUTH AND EAST OF AVENUE 75 EAST
 AJ3580'0.8 MI (1.3 KM) - NORTH OF THE SOUTHERN MOST PORTION OF CATTLE POND
 AJ3580'5 FT (1.5 M) - SOUTH OF THE EASTBOUND RIGHT-OF-WAY FENCE
 AJ3580'5 FT (1.5 M) - EAST OF THE WASH/CATTLE POND
 AJ3580'1 FT (0.3 M) - NORTH OF WHITE CARSONITE WITNESS POST
 AJ3580'THE MONUMENT IS OPPOSITE A SIGN ON THE NORTH SIDE OF THE RIGHT OF WAY
 AJ3580'FENCE STATING ENTERING MARICOPA COUNTY
 AJ3580'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3580'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3849 ***********************************************************************
 AJ3849  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3849  DESIGNATION -  4FB1
 AJ3849  PID         -  AJ3849
 AJ3849  STATE/COUNTY-  AZ/MARICOPA
 AJ3849  USGS QUAD   -  EL MIRAGE (1982)
 AJ3849
 AJ3849                         *CURRENT SURVEY CONTROL
 AJ3849  ___________________________________________________________________
 AJ3849* NAD 83(1992)-  33 35 50.38515(N)    112 21 02.02280(W)     ADJUSTED  
 AJ3849* NAVD 88     -       345.97   (meters)    1135.1    (feet)  GPS OBS   
 AJ3849  ___________________________________________________________________
 AJ3849  X           -  -2,022,428.501 (meters)                     COMP
 AJ3849  Y           -  -4,918,821.715 (meters)                     COMP
 AJ3849  Z           -   3,509,505.911 (meters)                     COMP
 AJ3849  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3849  ELLIP HEIGHT-         315.76  (meters)          (04/12/01) GPS OBS
 AJ3849  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3849
 AJ3849  HORZ ORDER  -  B
 AJ3849  ELLP ORDER  -  THIRD     CLASS II
 AJ3849
 AJ3849.The horizontal coordinates were established by GPS observations
 AJ3849.and adjusted by the National Geodetic Survey in April 2001..
 AJ3849
 AJ3849.The orthometric height was determined by GPS observations and a
 AJ3849.high-resolution geoid model using precise GPS observation and
 AJ3849.processing techniques.
 AJ3849
 AJ3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3849
 AJ3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3849
 AJ3849.The ellipsoidal height was determined by GPS observations
 AJ3849.and is referenced to NAD 83.
 AJ3849
 AJ3849.The geoid height was determined by GEOID03.
 AJ3849
 AJ3849;                    North         East     Units Scale Factor Converg.
 AJ3849;SPC AZ C     -   288,078.948   173,090.408   MT  0.99991999   -0 14 24.4
 AJ3849;SPC AZ C     -   945,140.91    567,881.92   iFT  0.99991999   -0 14 24.4
 AJ3849;UTM  12      - 3,718,327.440   374,688.589   MT  0.99979359   -0 44 50.8
 AJ3849
 AJ3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3849!SPC AZ C     -   0.99995043  x   0.99991999  =   0.99987042
 AJ3849!UTM  12      -   0.99995043  x   0.99979359  =   0.99974403
 AJ3849
 AJ3849                          SUPERSEDED SURVEY CONTROL
 AJ3849
 AJ3849.No superseded survey control is available for this station.
 AJ3849
 AJ3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7468918327(NAD 83)
 AJ3849_MARKER: I = METAL ROD
 AJ3849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3849_STAMPING: 4FB1 1999
 AJ3849_MARK LOGO: MCDOT 
 AJ3849_PROJECTION: FLUSH
 AJ3849_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3849+STABILITY: POSITION/ELEVATION WELL
 AJ3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3849+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3849_ROD/PIPE-DEPTH:  8.1 meters
 AJ3849_SLEEVE-DEPTH  :  0.8 meters
 AJ3849
 AJ3849  HISTORY     - Date     Condition        Report By
 AJ3849  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3849
 AJ3849                          STATION DESCRIPTION
 AJ3849
 AJ3849'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3849'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 3 NORTH,
 AJ3849'RANGE 1 WEST, SECTION 15
 AJ3849'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3849'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND CACTUS
 AJ3849'ROAD, DRIVE EAST ON CACTUS ROAD 4.0 MI (6.4 KM) TO THE INTERSECTION OF
 AJ3849'THE SANTA FE RAILROAD AND CACTUS ROAD, THENCE CONTINUE EAST AND CROSS
 AJ3849'THE RAILROAD TRACKS TO A DIRT ROAD IMMEDIATELY TO THE LEFT, THENCE
 AJ3849'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 955 FT (291.1
 AJ3849'M) TO THE STATION 25 FT (7.6 M) ON THE RIGHT OF CENTERLINE
 AJ3849'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3849'COMPRESSED ON A 26.5 FT (8.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3849'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3849'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FB1 1999, SURROUNDED WITH A
 AJ3849'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3849'MARKER
 AJ3849'STATION TIES -
 AJ3849'43.7 FT (13.3 M) EAST OF THE CENTERLINE OF THE RAILROAD TRACTS
 AJ3849'12.1 FT (3.7 M) WEST OF A CONCRETE DITCH
 AJ3849'955 FT (291.1 M) NORTH OF THE CENTERLINE OF CACTUS ROAD
 AJ3849'25 FT (7.6 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3849'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3849'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3850 ***********************************************************************
 AJ3850  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3850  DESIGNATION -  4FD2
 AJ3850  PID         -  AJ3850
 AJ3850  STATE/COUNTY-  AZ/MARICOPA
 AJ3850  USGS QUAD   -  WADDELL (1975)
 AJ3850
 AJ3850                         *CURRENT SURVEY CONTROL
 AJ3850  ___________________________________________________________________
 AJ3850* NAD 83(1992)-  33 35 46.51441(N)    112 28 01.63031(W)     ADJUSTED  
 AJ3850* NAVD 88     -       404.71   (meters)    1327.8    (feet)  GPS OBS   
 AJ3850  ___________________________________________________________________
 AJ3850  X           -  -2,032,474.692 (meters)                     COMP
 AJ3850  Y           -  -4,914,803.567 (meters)                     COMP
 AJ3850  Z           -   3,509,439.135 (meters)                     COMP
 AJ3850  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AJ3850  ELLIP HEIGHT-         374.61  (meters)          (04/12/01) GPS OBS
 AJ3850  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3850
 AJ3850  HORZ ORDER  -  B
 AJ3850  ELLP ORDER  -  THIRD     CLASS II
 AJ3850
 AJ3850.The horizontal coordinates were established by GPS observations
 AJ3850.and adjusted by the National Geodetic Survey in April 2001..
 AJ3850
 AJ3850.The orthometric height was determined by GPS observations and a
 AJ3850.high-resolution geoid model using precise GPS observation and
 AJ3850.processing techniques.
 AJ3850
 AJ3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3850
 AJ3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3850
 AJ3850.The ellipsoidal height was determined by GPS observations
 AJ3850.and is referenced to NAD 83.
 AJ3850
 AJ3850.The geoid height was determined by GEOID03.
 AJ3850
 AJ3850;                    North         East     Units Scale Factor Converg.
 AJ3850;SPC AZ C     -   288,011.123   162,272.004   MT  0.99993217   -0 18 16.5
 AJ3850;SPC AZ C     -   944,918.38    532,388.46   iFT  0.99993217   -0 18 16.5
 AJ3850;UTM  12      - 3,718,355.407   363,871.252   MT  0.99982846   -0 48 43.0
 AJ3850
 AJ3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3850!SPC AZ C     -   0.99994119  x   0.99993217  =   0.99987337
 AJ3850!UTM  12      -   0.99994119  x   0.99982846  =   0.99976966
 AJ3850
 AJ3850                          SUPERSEDED SURVEY CONTROL
 AJ3850
 AJ3850.No superseded survey control is available for this station.
 AJ3850
 AJ3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6387118355(NAD 83)
 AJ3850_MARKER: I = METAL ROD
 AJ3850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3850_STAMPING: 4FD2 1999
 AJ3850_MARK LOGO: MCDOT 
 AJ3850_PROJECTION: FLUSH
 AJ3850_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3850+STABILITY: POSITION/ELEVATION WELL
 AJ3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3850+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AJ3850_ROD/PIPE-DEPTH:  5.7 meters
 AJ3850_SLEEVE-DEPTH  :  0.8 meters
 AJ3850
 AJ3850  HISTORY     - Date     Condition        Report By
 AJ3850  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3850  HISTORY     - 20060202 GOOD             EVANS
 AJ3850
 AJ3850                          STATION DESCRIPTION
 AJ3850
 AJ3850'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3850'THE STATION IS LOCATED 0.25 MI (0.40 KM) WEST OF THE CITY OF SURPRISE,
 AJ3850'TOWNSHIP 3 NORTH, RANGE 2 WEST, SECTION 16
 AJ3850'OWNERSHIP - MARICOPA COUNTY WATER CONTROL DISTRICT
 AJ3850'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 AJ3850'ROUTE 303 AT EXIT 124, DRIVE NORTH ON STATE ROUTE 303 FOR 9.4 MI (15.1
 AJ3850'KM) TO THE INTERSECTION OF CACTUS ROAD AND STATE ROUTE 303, THENCE
 AJ3850'TURN LEFT (WEST) ONTO CACTUS ROAD AND DRIVE WEST ON CACTUS ROAD 2.9 MI
 AJ3850'(4.7 KM) TO A DIRT ROAD ON THE RIGHT BEING 100 FT (30.5 M) EAST OF A
 AJ3850'BARRICADE AT THE END OF CACTUS ROAD, THENCE TURN RIGHT (NORTH) ONTO
 AJ3850'THE DIRT ROAD AND DRIVE NORTHEASTERLY 450 FT (137.2 M) TO THE STATION
 AJ3850'ON THE LEFT ON THE EASTERLY SIDE OF THE BEARDSLEY CANAL SERVICE ROAD
 AJ3850'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3850'COMPRESSED ON A 18.6FT STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED
 AJ3850'IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A
 AJ3850'COUNTY LOGO ACCESS COVER STAMPED 4FD2 1999, SURROUNDED WITH A CONCRETE
 AJ3850'COLLAR FLUSH WITH THE GROUND
 AJ3850'STATION TIES -
 AJ3850'17 FT (5.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE BEARDSLEY CANAL
 AJ3850'450 NORTHEAST OF AN IRRIGATION STRUCTURE WITH A U.S.C.G.S.  IMBEDDED
 AJ3850'BRASS CAP STAMPED M265 1948
 AJ3850'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3850'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3850
 AJ3850                          STATION RECOVERY (2006)
 AJ3850
 AJ3850'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3851 ***********************************************************************
 AJ3851  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3851  DESIGNATION -  4FH3
 AJ3851  PID         -  AJ3851
 AJ3851  STATE/COUNTY-  AZ/MARICOPA
 AJ3851  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3851
 AJ3851                         *CURRENT SURVEY CONTROL
 AJ3851  ___________________________________________________________________
 AJ3851* NAD 83(1992)-  33 35 43.74207(N)    112 39 41.48762(W)     ADJUSTED  
 AJ3851* NAVD 88     -       477.17   (meters)    1565.5    (feet)  GPS OBS   
 AJ3851  ___________________________________________________________________
 AJ3851  X           -  -2,049,180.333 (meters)                     COMP
 AJ3851  Y           -  -4,907,978.308 (meters)                     COMP
 AJ3851  Z           -   3,509,408.006 (meters)                     COMP
 AJ3851  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AJ3851  ELLIP HEIGHT-         446.94  (meters)          (04/12/01) GPS OBS
 AJ3851  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 AJ3851
 AJ3851  HORZ ORDER  -  B
 AJ3851  ELLP ORDER  -  THIRD     CLASS II
 AJ3851
 AJ3851.The horizontal coordinates were established by GPS observations
 AJ3851.and adjusted by the National Geodetic Survey in April 2001..
 AJ3851
 AJ3851.The orthometric height was determined by GPS observations and a
 AJ3851.high-resolution geoid model using precise GPS observation and
 AJ3851.processing techniques.
 AJ3851
 AJ3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3851
 AJ3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3851
 AJ3851.The ellipsoidal height was determined by GPS observations
 AJ3851.and is referenced to NAD 83.
 AJ3851
 AJ3851.The geoid height was determined by GEOID03.
 AJ3851
 AJ3851;                    North         East     Units Scale Factor Converg.
 AJ3851;SPC AZ C     -   288,038.575   144,228.169   MT  0.99995890   -0 24 43.8
 AJ3851;SPC AZ C     -   945,008.45    473,189.53   iFT  0.99995890   -0 24 43.8
 AJ3851;UTM  12      - 3,718,542.621   345,829.898   MT  0.99989303   -0 55 10.4
 AJ3851
 AJ3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3851!SPC AZ C     -   0.99992984  x   0.99995890  =   0.99988874
 AJ3851!UTM  12      -   0.99992984  x   0.99989303  =   0.99982288
 AJ3851
 AJ3851                          SUPERSEDED SURVEY CONTROL
 AJ3851
 AJ3851.No superseded survey control is available for this station.
 AJ3851
 AJ3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4583018543(NAD 83)
 AJ3851_MARKER: I = METAL ROD
 AJ3851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3851+WITH SETTING: INFORMATION.
 AJ3851_STAMPING: 4FH3 1999
 AJ3851_MARK LOGO: MCDOT 
 AJ3851_PROJECTION: FLUSH
 AJ3851_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3851+STABILITY: POSITION/ELEVATION WELL
 AJ3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3851+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3851_ROD/PIPE-DEPTH:  2.2 meters
 AJ3851_SLEEVE-DEPTH  :  0.8 meters
 AJ3851
 AJ3851  HISTORY     - Date     Condition        Report By
 AJ3851  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3851
 AJ3851                          STATION DESCRIPTION
 AJ3851
 AJ3851'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3851'THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTH-NORTHWEST OF THE
 AJ3851'TOWN OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 4 WEST, SECTION 16
 AJ3851'OWNERSHIP - STATE LAND DEPT
 AJ3851'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND THE SUN
 AJ3851'VALLEY PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 10.6 MI
 AJ3851'(17.1 KM) TO A DIRT ROAD ON THE RIGHT BEING 0.1 MI (0.2 KM) NORTH OF
 AJ3851'MILEPOST 115, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD TO A GATE IN
 AJ3851'THE ROAD, THENCE CONTINUE THROUGH THE GATE AND DRIVE EAST ON THE DIRT
 AJ3851'ROAD 1.5 MI (2.4 KM) (DIRT ROAD FOLLOWS ALONG A FENCE TO THE NORTH) TO
 AJ3851'THE STATION ON THE RIGHT
 AJ3851'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3851'COMPRESSED ON A 7.1 FT (2.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3851'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3851'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FH3 1999, SURROUNDED WITH A
 AJ3851'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3851'MARKER
 AJ3851'STATION TIES -
 AJ3851'21 FT (6.4 M) SOUTH OF A BARBED WIRE FENCE
 AJ3851'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3851'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3852 ***********************************************************************
 AJ3852  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3852  DESIGNATION -  4FJ2
 AJ3852  PID         -  AJ3852
 AJ3852  STATE/COUNTY-  AZ/MARICOPA
 AJ3852  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3852
 AJ3852                         *CURRENT SURVEY CONTROL
 AJ3852  ___________________________________________________________________
 AJ3852* NAD 83(1992)-  33 35 41.62702(N)    112 45 50.80673(W)     ADJUSTED  
 AJ3852* NAVD 88     -       407.58   (meters)    1337.2    (feet)  GPS OBS   
 AJ3852  ___________________________________________________________________
 AJ3852  X           -  -2,057,956.268 (meters)                     COMP
 AJ3852  Y           -  -4,904,280.973 (meters)                     COMP
 AJ3852  Z           -   3,509,315.079 (meters)                     COMP
 AJ3852  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AJ3852  ELLIP HEIGHT-         377.10  (meters)          (04/12/01) GPS OBS
 AJ3852  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3852
 AJ3852  HORZ ORDER  -  B
 AJ3852  ELLP ORDER  -  THIRD     CLASS II
 AJ3852
 AJ3852.The horizontal coordinates were established by GPS observations
 AJ3852.and adjusted by the National Geodetic Survey in April 2001..
 AJ3852
 AJ3852.The orthometric height was determined by GPS observations and a
 AJ3852.high-resolution geoid model using precise GPS observation and
 AJ3852.processing techniques.
 AJ3852
 AJ3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3852
 AJ3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3852
 AJ3852.The ellipsoidal height was determined by GPS observations
 AJ3852.and is referenced to NAD 83.
 AJ3852
 AJ3852.The geoid height was determined by GEOID03.
 AJ3852
 AJ3852;                    North         East     Units Scale Factor Converg.
 AJ3852;SPC AZ C     -   288,046.629   134,705.910   MT  0.99997624   -0 28 08.2
 AJ3852;SPC AZ C     -   945,034.87    441,948.52   iFT  0.99997624   -0 28 08.2
 AJ3852;UTM  12      - 3,718,634.994   336,308.616   MT  0.99993034   -0 58 34.8
 AJ3852
 AJ3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3852!SPC AZ C     -   0.99994080  x   0.99997624  =   0.99991704
 AJ3852!UTM  12      -   0.99994080  x   0.99993034  =   0.99987115
 AJ3852
 AJ3852                          SUPERSEDED SURVEY CONTROL
 AJ3852
 AJ3852.No superseded survey control is available for this station.
 AJ3852
 AJ3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3630918635(NAD 83)
 AJ3852_MARKER: I = METAL ROD
 AJ3852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3852_STAMPING: 4JF2 1999
 AJ3852_MARK LOGO: MCDOT 
 AJ3852_PROJECTION: FLUSH
 AJ3852_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3852+STABILITY: POSITION/ELEVATION WELL
 AJ3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3852+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3852_ROD/PIPE-DEPTH:  4.1 meters
 AJ3852_SLEEVE-DEPTH  :  0.8 meters
 AJ3852
 AJ3852  HISTORY     - Date     Condition        Report By
 AJ3852  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3852
 AJ3852                          STATION DESCRIPTION
 AJ3852
 AJ3852'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3852'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) NORTHWEST OF THE TOWN
 AJ3852'OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 22
 AJ3852'OWNERSHIP - BLM
 AJ3852'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3852'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3852'INTERSECTION OF INDIAN SCHOOL ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3852'(WEST) ONTO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3852'INTERSECTION OF 355TH AVENUE AND INDIAN SCHOOL ROAD, THENCE TURN RIGHT
 AJ3852'(NORTH) ONTO 355TH AVENUE AND DRIVE 3.5 MI (5.6 KM) TO AN UNMARKED
 AJ3852'DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT ONTO THE DIRT ROAD AND DRIVE
 AJ3852'EASTERLY 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE
 AJ3852'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 1.2 MI (1.9
 AJ3852'KM) (YOU WILL PASS A CORRAL) TO AN UNMARKED EAST-WEST DIRT ROAD,
 AJ3852'THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.9 MI
 AJ3852'(1.4 KM) (YOU WILL PASS A WATER TANK) TO AN UNMARKED DIRT ROAD ON THE
 AJ3852'LEFT, THENCE TURN LEFT (NORTH) AND DRIVE NORTHERLY 2.0 MI (3.2 KM) TO
 AJ3852'AN UNMARKED DIRT ROAD JUST PAST A WATER TANK AND CORRAL, THENCE TURN
 AJ3852'RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.9 MI (1.4 KM) TO
 AJ3852'A BARBED WIRE GATE, THENCE TURN LEFT (NORTH) JUST PRIOR TO REACHING
 AJ3852'THE GATE ONTO A DIRT ROAD (DIRT ROAD FOLLOWS BARBED WIRE FENCE ON EAST
 AJ3852'SIDE) AND DRIVE NORTHERLY 1.1 MI (1.8 KM) TO A GATE ON THE RIGHT,
 AJ3852'THENCE TURN RIGHT (EAST) THROUGH THE GATE ONTO AN UNMARKED DIRT ROAD
 AJ3852'AND DRIVE SOUTHEASTERLY ABOUT 150 FT (45.7 M) TO THE STATION
 AJ3852'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3852'COMPRESSED ON A 13.4 FT (4.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3852'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3852'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FJ2 1999, SURROUNDED WITH A
 AJ3852'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3852'MARKER
 AJ3852'STATION TIES -
 AJ3852'175 FT (53.3 M) SOUTH OF A BARBED WIRE FENCE
 AJ3852'112 FT (34.1 M) EAST OF A BARBED WIRE FENCE
 AJ3852'25 FT (7.6 M) SOUTHWEST OF A DIRT ROAD
 AJ3852'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3852'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3581 ***********************************************************************
 AJ3581  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3581  DESIGNATION -  4FL2
 AJ3581  PID         -  AJ3581
 AJ3581  STATE/COUNTY-  AZ/MARICOPA
 AJ3581  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3581
 AJ3581                         *CURRENT SURVEY CONTROL
 AJ3581  ___________________________________________________________________
 AJ3581* NAD 83(1992)-  33 35 42.02006(N)    112 52 05.23203(W)     ADJUSTED  
 AJ3581* NAVD 88     -       414.07   (meters)    1358.5    (feet)  GPS OBS   
 AJ3581  ___________________________________________________________________
 AJ3581  X           -  -2,066,854.897 (meters)                     COMP
 AJ3581  Y           -  -4,900,535.866 (meters)                     COMP
 AJ3581  Z           -   3,509,328.685 (meters)                     COMP
 AJ3581  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3581  ELLIP HEIGHT-         383.46  (meters)          (04/12/01) GPS OBS
 AJ3581  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3581
 AJ3581  HORZ ORDER  -  B
 AJ3581  ELLP ORDER  -  THIRD     CLASS II
 AJ3581
 AJ3581.The horizontal coordinates were established by GPS observations
 AJ3581.and adjusted by the National Geodetic Survey in April 2001..
 AJ3581
 AJ3581.The orthometric height was determined by GPS observations and a
 AJ3581.high-resolution geoid model using precise GPS observation and
 AJ3581.processing techniques.
 AJ3581
 AJ3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3581
 AJ3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3581
 AJ3581.The ellipsoidal height was determined by GPS observations
 AJ3581.and is referenced to NAD 83.
 AJ3581
 AJ3581.The geoid height was determined by GEOID03.
 AJ3581
 AJ3581;                    North         East     Units Scale Factor Converg.
 AJ3581;SPC AZ C     -   288,142.598   125,052.482   MT  0.99999611   -0 31 35.4
 AJ3581;SPC AZ C     -   945,349.73    410,277.17   iFT  0.99999611   -0 31 35.4
 AJ3581;UTM  12      - 3,718,816.442   326,656.762   MT  0.99997045   -1 02 02.1
 AJ3581
 AJ3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3581!SPC AZ C     -   0.99993980  x   0.99999611  =   0.99993591
 AJ3581!UTM  12      -   0.99993980  x   0.99997045  =   0.99991026
 AJ3581
 AJ3581                          SUPERSEDED SURVEY CONTROL
 AJ3581
 AJ3581.No superseded survey control is available for this station.
 AJ3581
 AJ3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2665718816(NAD 83)
 AJ3581_MARKER: I = METAL ROD
 AJ3581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3581+WITH SETTING: INFORMATION.
 AJ3581_STAMPING: 4FL2 1999
 AJ3581_MARK LOGO: MCDOT 
 AJ3581_PROJECTION: FLUSH
 AJ3581_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3581+STABILITY: POSITION/ELEVATION WELL
 AJ3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3581+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3581_ROD/PIPE-DEPTH:  2.0 meters
 AJ3581_SLEEVE-DEPTH  :  0.8 meters
 AJ3581
 AJ3581  HISTORY     - Date     Condition        Report By
 AJ3581  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3581
 AJ3581                          STATION DESCRIPTION
 AJ3581
 AJ3581'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3581'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3581'PHOENIX, TOWNSHIP 03 NORTH, RANGE 06 WEST, SECTION 21
 AJ3581'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3581'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3581'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3581'(EXIT 103) ,THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 2.1
 AJ3581'MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3581'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3581'TURN RIGHT (NORTH) ON TO 355TH AVENUE AND DRIVE 4.0 MI (22.5 KM) TO
 AJ3581'MILE POST 4 (AT 3.5 MI FROM THE INDIAN SCHOOL ROAD TURN OFF - 355TH
 AJ3581'AVENUE TURNS INTO WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON
 AJ3581'WICKENBURG HIGHWAY FOR 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE
 AJ3581'BEAR LEFT AT FORK AND DRIVE 0.6 MI (1.0 KM) IN A NORTHWESTERLY
 AJ3581'DIRECTION TO A DIRT ROAD, , THENCE CONTINUE NORTHWESTERLY FOR 1.3 MI
 AJ3581'(2.1 KM) TO A BEND IN ROAD WITH FLAT IRON MOUNTAIN ON THE EAST SIDE OF
 AJ3581'ROAD, THENCE CONTINUE NORTHWESTERLY FOR 1.2 MI (1.9 KM) TO AN T
 AJ3581'INTERSECTION OF A DIRT ROAD RUNNING PARALLEL WITH A BARBED WIRE FENCE
 AJ3581'LOCATED ON THE WEST SIDE, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD
 AJ3581'AND DRIVE 1.2 MI (1.9 KM) TO T INTERSECTION JUST SOUTH OF THE GRANITE
 AJ3581'REEF AQUEDUCT, PARK VEHICLE AND WALK 175 FT (53.3 M) SOUTHWESTERLY AND
 AJ3581'TO THE STATION AS DESCRIBED
 AJ3581'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3581'COMPRESSED ON A 6.6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3581'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3581'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FL2 1999, SURROUNDED
 AJ3581'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3581'CARSONITE MARKER
 AJ3581'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3581'0.1 MI (0.2 KM) - EAST OF BOX CULVERT WHICH ALLOWS ACCESS TO THE NORTH
 AJ3581'SIDE OF GRANITE REEF AQUEDUCT
 AJ3581'175 FT (53.3 M) - SOUTHWEST OF THE NE CORNER SEC 21 T3N R6W GLO BRASS
 AJ3581'CAP
 AJ3581'124 FT (37.8 M) - EAST OF BARBED WIRE FENCE ON THE WEST SIDE OF DIRT
 AJ3581'ROAD
 AJ3581'60 FT (18.3 M) - SOUTH EASTERLY OF GRANITE REEF AQUEDUCT
 AJ3581'34 FT (10.4 M) - SOUTH EASTERLY OF DIRT ROAD THAT IS SOUTH OF THE
 AJ3581'GRANITE REEF AQUEDUCT
 AJ3581'5 FT (1.5 M) - SOUTH AND EAST OF CARSONITE WITNESS POST
 AJ3581'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3581'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3582 ***********************************************************************
 AJ3582  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3582  DESIGNATION -  4FN3
 AJ3582  PID         -  AJ3582
 AJ3582  STATE/COUNTY-  AZ/MARICOPA
 AJ3582  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3582
 AJ3582                         *CURRENT SURVEY CONTROL
 AJ3582  ___________________________________________________________________
 AJ3582* NAD 83(1992)-  33 36 34.15539(N)    112 57 55.79722(W)     ADJUSTED  
 AJ3582* NAVD 88     -       481.63   (meters)    1580.1    (feet)  GPS OBS   
 AJ3582  ___________________________________________________________________
 AJ3582  X           -  -2,074,855.868 (meters)                     COMP
 AJ3582  Y           -  -4,896,249.212 (meters)                     COMP
 AJ3582  Z           -   3,510,704.003 (meters)                     COMP
 AJ3582  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AJ3582  ELLIP HEIGHT-         450.97  (meters)          (04/12/01) GPS OBS
 AJ3582  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AJ3582
 AJ3582  HORZ ORDER  -  B
 AJ3582  ELLP ORDER  -  THIRD     CLASS II
 AJ3582
 AJ3582.The horizontal coordinates were established by GPS observations
 AJ3582.and adjusted by the National Geodetic Survey in April 2001..
 AJ3582
 AJ3582.The orthometric height was determined by GPS observations and a
 AJ3582.high-resolution geoid model using precise GPS observation and
 AJ3582.processing techniques.
 AJ3582
 AJ3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3582
 AJ3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3582
 AJ3582.The ellipsoidal height was determined by GPS observations
 AJ3582.and is referenced to NAD 83.
 AJ3582
 AJ3582.The geoid height was determined by GEOID03.
 AJ3582
 AJ3582;                    North         East     Units Scale Factor Converg.
 AJ3582;SPC AZ C     -   289,836.128   116,030.294   MT  1.00001675   -0 34 50.2
 AJ3582;SPC AZ C     -   950,905.93    380,676.82   iFT  1.00001675   -0 34 50.2
 AJ3582;UTM  12      - 3,720,589.798   317,650.075   MT  1.00000995   -1 05 17.7
 AJ3582
 AJ3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3582!SPC AZ C     -   0.99992921  x   1.00001675  =   0.99994596
 AJ3582!UTM  12      -   0.99992921  x   1.00000995  =   0.99993916
 AJ3582
 AJ3582                          SUPERSEDED SURVEY CONTROL
 AJ3582
 AJ3582.No superseded survey control is available for this station.
 AJ3582
 AJ3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1765020590(NAD 83)
 AJ3582_MARKER: I = METAL ROD
 AJ3582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3582_STAMPING: 4FN3 1999
 AJ3582_MARK LOGO: MCDOT 
 AJ3582_PROJECTION: FLUSH
 AJ3582_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3582+STABILITY: POSITION/ELEVATION WELL
 AJ3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3582+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3582_ROD/PIPE-DEPTH:  5.5 meters
 AJ3582_SLEEVE-DEPTH  :  0.8 meters
 AJ3582
 AJ3582  HISTORY     - Date     Condition        Report By
 AJ3582  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3582
 AJ3582                          STATION DESCRIPTION
 AJ3582
 AJ3582'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3582'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3582'PHOENIX, TOWNSHIP 03 NORTH, RANGE 07 WEST, SECTION 15
 AJ3582'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3582'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3582'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3582'ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ONTO WINTERSBURG ROAD AND
 AJ3582'DRIVE 0.8 MI (1.3 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST)
 AJ3582'ON TO INDIAN SCHOOL ROAD AND DRIVE 1.0 MI (1.6 KM) TO 387TH AVENUE,
 AJ3582'THENCE TURN RIGHT (NORTH) ON TO 387TH AVENUE AND DRIVE 3.5 MI (5.6 KM)
 AJ3582'TO ORANGEWOOD AVENUE, THENCE TURN LEFT (WEST) ON TO ORANGEWOOD AVENUE
 AJ3582'AND DRIVE 1.0 MI (1.6 KM) TO 395TH AVENUE, THENCE TURN RIGHT (NORTH)
 AJ3582'ON TO 395TH AVENUE AND DRIVE 0.5 MI (0.8 KM) TO NORTHERN AVENUE,
 AJ3582'THENCE CONTINUE NORTH ON 395TH AVENUE TO A FORK IN THE ROAD, THENCE
 AJ3582'BEAR LEFT (NORTHWESTERLY) AT FORK (DIRT ROAD) AND DRIVE 2.6 MI (4.2
 AJ3582'KM) TO THE C.A.P.  AQUEDUCT, THENCE CROSS BRIDGE AND CONTINUE
 AJ3582'NORTHWESTERLY ON DIRT ROAD FOR 1.1 MI (1.8 KM) (DURING 1.1 MI STRETCH
 AJ3582'BEARING LEFT AT FORK IN ROAD) TO A WASH AND Y INTERSECTION, THENCE
 AJ3582'CONTINUE NORTHWESTERLY (JOGGING THROUGH A WASH AND STAYING LEFT AT
 AJ3582'INTERSECTION) FOR 2.5 MI (4.0 KM) TO A CROSS FENCE, PARK VEHICLE AND
 AJ3582'WALK 130 FT (39.6 M) WEST AND 80 FT (24.4 M) SOUTH AND TO THE STATION
 AJ3582'AS DESCRIBED
 AJ3582'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3582'COMPRESSED ON A 18 FOOT (5.49 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3582'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3582'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FN3 1999, SURROUNDED
 AJ3582'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3582'CARSONITE MARKER
 AJ3582'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3582'5.9 MI (9.5 KM) - SOUTH EASTERLY OF MONUMENT STAMPED 4GO3 1999
 AJ3582'2.5 MI (4.0 KM) - NORTHWESTERLY OF Y INTERSECTION
 AJ3582'130 FT (39.6 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3582'80 FT (24.4 M) - SOUTH OF CROSS-FENCE
 AJ3582'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3582'VISIT- WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3583 ***********************************************************************
 AJ3583  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3583  DESIGNATION -  4FP2
 AJ3583  PID         -  AJ3583
 AJ3583  STATE/COUNTY-  AZ/MARICOPA
 AJ3583  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3583
 AJ3583                         *CURRENT SURVEY CONTROL
 AJ3583  ___________________________________________________________________
 AJ3583* NAD 83(1992)-  33 36 10.25811(N)    113 04 06.80396(W)     ADJUSTED  
 AJ3583* NAVD 88     -       503.28   (meters)    1651.2    (feet)  GPS OBS   
 AJ3583  ___________________________________________________________________
 AJ3583  X           -  -2,083,826.069 (meters)                     COMP
 AJ3583  Y           -  -4,892,900.734 (meters)                     COMP
 AJ3583  Z           -   3,510,102.675 (meters)                     COMP
 AJ3583  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3583  ELLIP HEIGHT-         472.52  (meters)          (04/12/01) GPS OBS
 AJ3583  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AJ3583
 AJ3583  HORZ ORDER  -  B
 AJ3583  ELLP ORDER  -  THIRD     CLASS II
 AJ3583
 AJ3583.The horizontal coordinates were established by GPS observations
 AJ3583.and adjusted by the National Geodetic Survey in April 2001..
 AJ3583
 AJ3583.The orthometric height was determined by GPS observations and a
 AJ3583.high-resolution geoid model using precise GPS observation and
 AJ3583.processing techniques.
 AJ3583
 AJ3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3583
 AJ3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3583
 AJ3583.The ellipsoidal height was determined by GPS observations
 AJ3583.and is referenced to NAD 83.
 AJ3583
 AJ3583.The geoid height was determined by GEOID03.
 AJ3583
 AJ3583;                    North         East     Units Scale Factor Converg.
 AJ3583;SPC AZ C     -   289,201.556   106,458.082   MT  1.00004084   -0 38 15.2
 AJ3583;SPC AZ C     -   948,824.00    349,271.92   iFT  1.00004084   -0 38 15.2
 AJ3583;UTM  12      - 3,720,040.056   308,072.586   MT  1.00005415   -1 08 42.6
 AJ3583
 AJ3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3583!SPC AZ C     -   0.99992582  x   1.00004084  =   0.99996666
 AJ3583!UTM  12      -   0.99992582  x   1.00005415  =   0.99997997
 AJ3583
 AJ3583                          SUPERSEDED SURVEY CONTROL
 AJ3583
 AJ3583.No superseded survey control is available for this station.
 AJ3583
 AJ3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0807320040(NAD 83)
 AJ3583_MARKER: I = METAL ROD
 AJ3583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3583_STAMPING: 4FP2 1999
 AJ3583_MARK LOGO: MCDOT 
 AJ3583_PROJECTION: FLUSH
 AJ3583_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3583+STABILITY: POSITION/ELEVATION WELL
 AJ3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3583+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3583_ROD/PIPE-DEPTH:  6.1 meters
 AJ3583_SLEEVE-DEPTH  :  0.8 meters
 AJ3583
 AJ3583  HISTORY     - Date     Condition        Report By
 AJ3583  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3583
 AJ3583                          STATION DESCRIPTION
 AJ3583
 AJ3583'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3583'THE STATION IS LOCATED ABOUT 56.3 MI (90.6 KM) WEST OF THE CITY OF
 AJ3583'PHOENIX, TOWNSHIP 03 NORTH, RANGE 08 WEST, WHAT WOULD BE SECTION 18
 AJ3583'HOWEVER THIS IS A UN-SURVEYED TOWNSHIP
 AJ3583'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3583'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3583'10, DRIVE WEST ON INTERSTATE 10 FOR 56.3 MI (90.6 KM) TO MILE POST 89
 AJ3583'(12.0 MI EAST OF EXIT 81 SALOME HIGHWAY) ,THENCE SAFELY MERGE ON TO
 AJ3583'SHOULDER OF THE NORTH SIDE OF THE WESTBOUND LANES OF INTERSTATE 10,
 AJ3583'THENCE DRIVE 0.2 MI (0.3 KM) WEST TO A DIRT ROAD WITH AN UNLOCKED GATE
 AJ3583'IN RIGHT-OF-WAY FENCE, THENCE CONTINUE THROUGH GATE AND DRIVE 0.1 MI
 AJ3583'(0.2 KM) TO A DIRT ROAD, THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND
 AJ3583'DRIVE 0.1 MI (0.2 KM) TO ANOTHER DIRT ROAD, THENCE TURN RIGHT (NORTH)
 AJ3583'ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1 KM) TO TWO FORKS JUTTING OFF
 AJ3583'EAST SIDE OF ROAD, THENCE CONTINUE NORTH FOR 0.8 MI (1.3 KM) (CROSSING
 AJ3583'OVER THE GRANITE REEF AQUEDUCT) AND TO LEVEE ROAD, THENCE CONTINUE
 AJ3583'NORTH ON DIRT ROAD FOR 2.6 MI (4.2 KM) TO ANOTHER UNLOCKED GATE,
 AJ3583'THENCE PROCEED THROUGH GATE IN FENCE AND DRIVE NORTH FOR 1.7 MI (2.7
 AJ3583'KM) TO A FORK IN ROAD, PARK VEHICLE AND WALK 45 FT (13.7 M) WEST OF
 AJ3583'ROAD AND TO THE STATION AS DESCRIBED
 AJ3583'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3583'COMPRESSED ON A 20 FOOT (6.10 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3583'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3583'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FP2 1999, SURROUNDED
 AJ3583'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3583'CARSONITE MARKER
 AJ3583'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3583'NOTE - THIS POINT IS NEAR THE CENTER OF T3N, R8W IN UN-SURVEYED LAND
 AJ3583'7.0 MI (11.3 KM) - NORTH OF INTERSTATE 10 WESTBOUND LANES
 AJ3583'4.3 MI (6.9 KM) - NORTH OF GRANITE REEF AQUEDUCT
 AJ3583'1.7 MI (2.7 KM) - NORTH OF UNLOCKED GATE IN BARBED WIRE FENCE
 AJ3583'45 FT (13.7 M) - WEST OF THE DIRT ROAD
 AJ3583'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3583'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3583'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3584 ***********************************************************************
 AJ3584  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3584  DESIGNATION -  4FR2
 AJ3584  PID         -  AJ3584
 AJ3584  STATE/COUNTY-  AZ/MARICOPA
 AJ3584  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3584
 AJ3584                         *CURRENT SURVEY CONTROL
 AJ3584  ___________________________________________________________________
 AJ3584* NAD 83(1992)-  33 35 16.43806(N)    113 11 19.82770(W)     ADJUSTED  
 AJ3584* NAVD 88     -       425.05   (meters)    1394.5    (feet)  GPS OBS   
 AJ3584  ___________________________________________________________________
 AJ3584  X           -  -2,094,429.020 (meters)                     COMP
 AJ3584  Y           -  -4,889,298.690 (meters)                     COMP
 AJ3584  Z           -   3,508,678.002 (meters)                     COMP
 AJ3584  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AJ3584  ELLIP HEIGHT-         394.14  (meters)          (04/12/01) GPS OBS
 AJ3584  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AJ3584
 AJ3584  HORZ ORDER  -  B
 AJ3584  ELLP ORDER  -  THIRD     CLASS II
 AJ3584
 AJ3584.The horizontal coordinates were established by GPS observations
 AJ3584.and adjusted by the National Geodetic Survey in April 2001..
 AJ3584
 AJ3584.The orthometric height was determined by GPS observations and a
 AJ3584.high-resolution geoid model using precise GPS observation and
 AJ3584.processing techniques.
 AJ3584
 AJ3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3584
 AJ3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3584
 AJ3584.The ellipsoidal height was determined by GPS observations
 AJ3584.and is referenced to NAD 83.
 AJ3584
 AJ3584.The geoid height was determined by GEOID03.
 AJ3584
 AJ3584;                    North         East     Units Scale Factor Converg.
 AJ3584;SPC AZ C     -   287,674.097    95,273.953   MT  1.00007186   -0 42 13.9
 AJ3584;SPC AZ C     -   943,812.65    312,578.59   iFT  1.00007186   -0 42 13.9
 AJ3584;UTM  12      - 3,718,611.689   296,875.085   MT  1.00010869   -1 12 40.7
 AJ3584
 AJ3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3584!SPC AZ C     -   0.99993813  x   1.00007186  =   1.00000998
 AJ3584!UTM  12      -   0.99993813  x   1.00010869  =   1.00004681
 AJ3584
 AJ3584                          SUPERSEDED SURVEY CONTROL
 AJ3584
 AJ3584.No superseded survey control is available for this station.
 AJ3584
 AJ3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9687518612(NAD 83)
 AJ3584_MARKER: I = METAL ROD
 AJ3584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3584_STAMPING: 4FR2 1999
 AJ3584_MARK LOGO: MCDOT 
 AJ3584_PROJECTION: FLUSH
 AJ3584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3584+STABILITY: POSITION/ELEVATION WELL
 AJ3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3584+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3584_ROD/PIPE-DEPTH:  3.7 meters
 AJ3584_SLEEVE-DEPTH  :  0.8 meters
 AJ3584
 AJ3584  HISTORY     - Date     Condition        Report By
 AJ3584  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3584
 AJ3584                          STATION DESCRIPTION
 AJ3584
 AJ3584'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3584'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3584'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 21
 AJ3584'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3584'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3584'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTH) ON TO SALOME HIGHWAY AND
 AJ3584'DRIVE 0.1 MI (0.2 KM) TO A DIRT ROAD ON THE NORTH SIDE OF SALOME
 AJ3584'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO DIRT ROAD AND DRIVE 2.5 MI
 AJ3584'(4.0 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND CONTINUE WEST
 AJ3584'ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A 45 DEGREE BEND IN ROAD, THENCE
 AJ3584'VEER RIGHT AND CONTINUE NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO AN
 AJ3584'INTERSECTION OF A DIRT ROAD, PARK VEHICLE AND WALK 10 FT (3.0 M) WEST
 AJ3584'AND TO THE STATION AS DESCRIBED
 AJ3584'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.66
 AJ3584'M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3584'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3584'COVER STAMPED 4FR2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3584'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3584'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3584'3.4 MI (5.5 KM) - NORTHWESTERLY OF INTERSTATE 10 WESTBOUND LANES
 AJ3584'MONUMENT LOCATED SOUTHEASTERLY OF THE GRANITE REEF AQUEDUCT
 AJ3584'10 FT (3.0 M) - SOUTH OF BARBED WIRE FENCE (LOCATED SOUTH OF GRANITE
 AJ3584'REEF AQUEDUCT) 10 FT (3.0 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3584'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3584'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3584'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3585 ***********************************************************************
 AJ3585  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3585  DESIGNATION -  4FT2
 AJ3585  PID         -  AJ3585
 AJ3585  STATE/COUNTY-  AZ/MARICOPA
 AJ3585  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3585
 AJ3585                         *CURRENT SURVEY CONTROL
 AJ3585  ___________________________________________________________________
 AJ3585* NAD 83(1992)-  33 35 44.47674(N)    113 16 47.08532(W)     ADJUSTED  
 AJ3585* NAVD 88     -       433.04   (meters)    1420.7    (feet)  GPS OBS   
 AJ3585  ___________________________________________________________________
 AJ3585  X           -  -2,101,997.371 (meters)                     COMP
 AJ3585  Y           -  -4,885,536.485 (meters)                     COMP
 AJ3585  Z           -   3,509,401.995 (meters)                     COMP
 AJ3585  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AJ3585  ELLIP HEIGHT-         402.00  (meters)          (04/12/01) GPS OBS
 AJ3585  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AJ3585
 AJ3585  HORZ ORDER  -  B
 AJ3585  ELLP ORDER  -  THIRD     CLASS II
 AJ3585
 AJ3585.The horizontal coordinates were established by GPS observations
 AJ3585.and adjusted by the National Geodetic Survey in April 2001..
 AJ3585
 AJ3585.The orthometric height was determined by GPS observations and a
 AJ3585.high-resolution geoid model using precise GPS observation and
 AJ3585.processing techniques.
 AJ3585
 AJ3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3585
 AJ3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3585
 AJ3585.The ellipsoidal height was determined by GPS observations
 AJ3585.and is referenced to NAD 83.
 AJ3585
 AJ3585.The geoid height was determined by GEOID03.
 AJ3585
 AJ3585;                    North         East     Units Scale Factor Converg.
 AJ3585;SPC AZ C     -   288,645.348    86,846.730   MT  1.00009726   -0 45 15.6
 AJ3585;SPC AZ C     -   946,999.17    284,930.22   iFT  1.00009726   -0 45 15.6
 AJ3585;UTM  12      - 3,719,657.595   288,456.412   MT  1.00015173   -1 15 42.9
 AJ3585
 AJ3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3585!SPC AZ C     -   0.99993689  x   1.00009726  =   1.00003415
 AJ3585!UTM  12      -   0.99993689  x   1.00015173  =   1.00008861
 AJ3585
 AJ3585                          SUPERSEDED SURVEY CONTROL
 AJ3585
 AJ3585.No superseded survey control is available for this station.
 AJ3585
 AJ3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8845619658(NAD 83)
 AJ3585_MARKER: I = METAL ROD
 AJ3585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3585_STAMPING: 4FT2 1999
 AJ3585_MARK LOGO: MCDOT 
 AJ3585_PROJECTION: FLUSH
 AJ3585_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3585+STABILITY: POSITION/ELEVATION WELL
 AJ3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3585+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3585_ROD/PIPE-DEPTH:  6.7 meters
 AJ3585_SLEEVE-DEPTH  :  0.8 meters
 AJ3585
 AJ3585  HISTORY     - Date     Condition        Report By
 AJ3585  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3585
 AJ3585                          STATION DESCRIPTION
 AJ3585
 AJ3585'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3585'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3585'PHOENIX, TOWNSHIP 03 NORTH, RANGE 10 WEST, SECTION 15
 AJ3585'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3585'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3585'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3585'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME HIGHWAY
 AJ3585'AND DRIVE 6.3 MI (10.1 KM) TO THE POWER TRANSMISSION LINE CROSSING
 AJ3585'SALOME HIGHWAY, THENCE CONTINUE NORTHWEST FOR 0.7 MI (1.1 KM) TO THE
 AJ3585'GRANITE REEF AQUEDUCT, THENCE CONTINUE NORTHWEST FOR 1.1 MI (1.8 KM) ,
 AJ3585'PARK VEHICLE AND WALK 50 FT (15.2 M) SOUTH OF SALOME HIGHWAY AND TO
 AJ3585'THE STATION AS DESCRIBED
 AJ3585'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3585'COMPRESSED ON A 22 FOOT (6.71 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3585'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3585'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FT2 1999, SURROUNDED
 AJ3585'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3585'CARSONITE MARKER
 AJ3585'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3585'8.1 MI (13.0 KM) - NORTHWEST OF INTERSTATE 10 WESTBOUND LANES
 AJ3585'1.4 MI (2.3 KM) - SOUTHEAST OF EAGLE EYE ROAD
 AJ3585'1.1 MI (1.8 KM) - NORTHWEST OF GRANITE REEF AQUEDUCT
 AJ3585'50 FT (15.2 M) - SOUTH OF THE SOUTH EDGE OF PAVEMENT
 AJ3585'1 FT (0.3 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3585'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3585'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3856 ***********************************************************************
 AJ3856  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3856  DESIGNATION -  4GA2
 AJ3856  PID         -  AJ3856
 AJ3856  STATE/COUNTY-  AZ/MARICOPA
 AJ3856  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3856
 AJ3856                         *CURRENT SURVEY CONTROL
 AJ3856  ___________________________________________________________________
 AJ3856* NAD 83(1992)-  33 38 21.67284(N)    112 18 58.59311(W)     ADJUSTED  
 AJ3856* NAVD 88     -       355.40   (meters)    1166.0    (feet)  GPS OBS   
 AJ3856  ___________________________________________________________________
 AJ3856  X           -  -2,018,507.750 (meters)                     COMP
 AJ3856  Y           -  -4,917,650.950 (meters)                     COMP
 AJ3856  Z           -   3,513,392.975 (meters)                     COMP
 AJ3856  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AJ3856  ELLIP HEIGHT-         325.37  (meters)          (04/12/01) GPS OBS
 AJ3856  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AJ3856
 AJ3856  HORZ ORDER  -  B
 AJ3856  ELLP ORDER  -  THIRD     CLASS II
 AJ3856
 AJ3856.The horizontal coordinates were established by GPS observations
 AJ3856.and adjusted by the National Geodetic Survey in April 2001..
 AJ3856
 AJ3856.The orthometric height was determined by GPS observations and a
 AJ3856.high-resolution geoid model using precise GPS observation and
 AJ3856.processing techniques.
 AJ3856
 AJ3856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3856
 AJ3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3856
 AJ3856.The ellipsoidal height was determined by GPS observations
 AJ3856.and is referenced to NAD 83.
 AJ3856
 AJ3856.The geoid height was determined by GEOID03.
 AJ3856
 AJ3856;                    North         East     Units Scale Factor Converg.
 AJ3856;SPC AZ C     -   292,726.872   176,290.495   MT  0.99991694   -0 13 16.9
 AJ3856;SPC AZ C     -   960,390.00    578,380.89   iFT  0.99991694   -0 13 16.9
 AJ3856;UTM  12      - 3,722,946.231   377,929.307   MT  0.99978371   -0 43 45.3
 AJ3856
 AJ3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3856!SPC AZ C     -   0.99994892  x   0.99991694  =   0.99986587
 AJ3856!UTM  12      -   0.99994892  x   0.99978371  =   0.99973264
 AJ3856
 AJ3856                          SUPERSEDED SURVEY CONTROL
 AJ3856
 AJ3856.No superseded survey control is available for this station.
 AJ3856
 AJ3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7792922946(NAD 83)
 AJ3856_MARKER: I = METAL ROD
 AJ3856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3856_STAMPING: 4GA2 1999
 AJ3856_MARK LOGO: MCDOT 
 AJ3856_PROJECTION: FLUSH
 AJ3856_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3856+STABILITY: POSITION/ELEVATION WELL
 AJ3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3856+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AJ3856_ROD/PIPE-DEPTH:  4.0 meters
 AJ3856_SLEEVE-DEPTH  :  0.8 meters
 AJ3856
 AJ3856  HISTORY     - Date     Condition        Report By
 AJ3856  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3856  HISTORY     - 20060202 GOOD             EVANS
 AJ3856
 AJ3856                          STATION DESCRIPTION
 AJ3856
 AJ3856'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3856'THE STATION IS LOCATED ABOUT 0.5 MILES (0.8 KM) NORTH OF THE TOWN OF
 AJ3856'EL MIRAGE, TOWNSHIP 4 NORTH, RANGE 1 WEST, SECTION 36
 AJ3856'OWNERSHIP - STATE LAND
 AJ3856'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3856'BELL ROAD, DRIVE EAST ON BELL ROAD 2.0 MI (3.2 KM) TO THE EAST BANK OF
 AJ3856'THE AGUA FRIA RIVER AND THE STATION ON THE LEFT 235 FT (71.6 M) NORTH
 AJ3856'OF THE CENTERLINE OF BELL ROAD (NOTE-TO ACCESS MONUMENT DRIVE OVER
 AJ3856'CURB ON THE NORTH SIDE OF BELL ROAD JUST EAST OF THE MONUMENT AND
 AJ3856'DRIVE TO STATION) MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN
 AJ3856'ALUMINUM CAP COMPRESSED ON A 13.0 FOOT (4.0 M) STAINLESS STEEL ROD
 AJ3856'DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN
 AJ3856'A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GA2 1999,
 AJ3856'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3856'A WHITE CARSONITE MARKER
 AJ3856'STATION TIES -
 AJ3856'235 FT (71.6 M) NORTH OF THE CENTERLINE OF BELL ROAD AND THE SOUTH
 AJ3856'QUARTER CORNER OF SECTION 36
 AJ3856'17 FT (5.2 M) EAST OF THE TOP OF THE EAST BANK OF THE AGUA FRIA RIVER
 AJ3856'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3856'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3856
 AJ3856                          STATION RECOVERY (2006)
 AJ3856
 AJ3856'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3855 ***********************************************************************
 AJ3855  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3855  DESIGNATION -  4GC1
 AJ3855  PID         -  AJ3855
 AJ3855  STATE/COUNTY-  AZ/MARICOPA
 AJ3855  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3855
 AJ3855                         *CURRENT SURVEY CONTROL
 AJ3855  ___________________________________________________________________
 AJ3855* NAD 83(1992)-  33 38 04.79147(N)    112 24 11.96723(W)     ADJUSTED  
 AJ3855* NAVD 88     -       381.80   (meters)    1252.6    (feet)  GPS OBS   
 AJ3855  ___________________________________________________________________
 AJ3855  X           -  -2,026,094.874 (meters)                     COMP
 AJ3855  Y           -  -4,914,865.238 (meters)                     COMP
 AJ3855  Z           -   3,512,974.509 (meters)                     COMP
 AJ3855  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AJ3855  ELLIP HEIGHT-         351.70  (meters)          (04/12/01) GPS OBS
 AJ3855  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 AJ3855
 AJ3855  HORZ ORDER  -  B
 AJ3855  ELLP ORDER  -  THIRD     CLASS II
 AJ3855
 AJ3855.The horizontal coordinates were established by GPS observations
 AJ3855.and adjusted by the National Geodetic Survey in April 2001..
 AJ3855
 AJ3855.The orthometric height was determined by GPS observations and a
 AJ3855.high-resolution geoid model using precise GPS observation and
 AJ3855.processing techniques.
 AJ3855
 AJ3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3855
 AJ3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3855
 AJ3855.The ellipsoidal height was determined by GPS observations
 AJ3855.and is referenced to NAD 83.
 AJ3855
 AJ3855.The geoid height was determined by GEOID03.
 AJ3855
 AJ3855;                    North         East     Units Scale Factor Converg.
 AJ3855;SPC AZ C     -   292,241.400   168,212.991   MT  0.99992512   -0 16 10.4
 AJ3855;SPC AZ C     -   958,797.24    551,879.89   iFT  0.99992512   -0 16 10.4
 AJ3855;UTM  12      - 3,722,532.427   369,848.825   MT  0.99980883   -0 46 38.7
 AJ3855
 AJ3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3855!SPC AZ C     -   0.99994479  x   0.99992512  =   0.99986991
 AJ3855!UTM  12      -   0.99994479  x   0.99980883  =   0.99975363
 AJ3855
 AJ3855                          SUPERSEDED SURVEY CONTROL
 AJ3855
 AJ3855.No superseded survey control is available for this station.
 AJ3855
 AJ3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6984922532(NAD 83)
 AJ3855_MARKER: I = METAL ROD
 AJ3855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3855_STAMPING: 4GC1 1999
 AJ3855_MARK LOGO: MCDOT 
 AJ3855_PROJECTION: FLUSH
 AJ3855_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3855+STABILITY: POSITION/ELEVATION WELL
 AJ3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3855+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AJ3855_ROD/PIPE-DEPTH: 14.8 meters
 AJ3855_SLEEVE-DEPTH  :  0.8 meters
 AJ3855
 AJ3855  HISTORY     - Date     Condition        Report By
 AJ3855  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3855  HISTORY     - 20060202 GOOD             EVANS
 AJ3855
 AJ3855                          STATION DESCRIPTION
 AJ3855
 AJ3855'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3855'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 3 NORTH,
 AJ3855'RANGE 1 WEST, SECTION 6
 AJ3855'OWNERSHIP - CITY OF SURPRISE
 AJ3855'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3855'BELL ROAD, DRIVE WEST ON BELL ROAD 2.8 MI (4.5 KM) TO THE INTERSECTION
 AJ3855'OF MOUNTAIN VISTA BOULEVARD AND BELL ROAD, THENCE TURN LEFT (SOUTH)
 AJ3855'ONTO MOUNTAIN VISTA BOULEVARD AND DRIVE SOUTHERLY 0.25 MI (0.40 KM) TO
 AJ3855'THE INTERSECTION OF VISTA RANCH ROAD AND MOUNTAIN VISTA BOULEVARD,
 AJ3855'THENCE TURN RIGHT ONTO VISTA RANCH ROAD AND DRIVE WESTERLY 0.15 MI
 AJ3855'(0.24 KM) TO THE STATION ON THE SOUTH SIDE OF THE ROAD 10 FT (3.0 M)
 AJ3855'SOUTH OF THE CURB
 AJ3855'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3855'COMPRESSED ON A 48.5 FT (14.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3855'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3855'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GC1 1999, SURROUNDED
 AJ3855'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3855'CARSONITE MARKER
 AJ3855'STATION TIES -
 AJ3855'55 FT (16.8 M) NORTH OF A 6FT BLOCK WALL
 AJ3855'4.5 FT (1.4 M) NORTH OF THE TOP OF BANK OF A RETENTION AREA
 AJ3855'10 FT (3.0 M) SOUTH OF A CONCRETE CURB
 AJ3855'62.3 FT (19.0 M) SOUTHWEST OF A STREET LIGHT
 AJ3855'437 FT (133.2 M) WEST OF THE CENTERLINE OF 159TH DRIVE AS MEASURED
 AJ3855'ALONG THE CENTERLINE OF VISTA RANCH ROAD
 AJ3855'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3855'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3855
 AJ3855                          STATION RECOVERY (2006)
 AJ3855
 AJ3855'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3854 ***********************************************************************
 AJ3854  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3854  DESIGNATION -  4GG2
 AJ3854  PID         -  AJ3854
 AJ3854  STATE/COUNTY-  AZ/MARICOPA
 AJ3854  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3854
 AJ3854                         *CURRENT SURVEY CONTROL
 AJ3854  ___________________________________________________________________
 AJ3854* NAD 83(1992)-  33 39 07.24839(N)    112 35 53.95981(W)     ADJUSTED  
 AJ3854* NAVD 88     -       523.34   (meters)    1717.0    (feet)  GPS OBS   
 AJ3854  ___________________________________________________________________
 AJ3854  X           -  -2,042,445.750 (meters)                     COMP
 AJ3854  Y           -  -4,907,065.791 (meters)                     COMP
 AJ3854  Z           -   3,514,655.052 (meters)                     COMP
 AJ3854  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AJ3854  ELLIP HEIGHT-         493.31  (meters)          (04/12/01) GPS OBS
 AJ3854  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AJ3854
 AJ3854  HORZ ORDER  -  B
 AJ3854  ELLP ORDER  -  THIRD     CLASS II
 AJ3854
 AJ3854.The horizontal coordinates were established by GPS observations
 AJ3854.and adjusted by the National Geodetic Survey in April 2001..
 AJ3854
 AJ3854.The orthometric height was determined by GPS observations and a
 AJ3854.high-resolution geoid model using precise GPS observation and
 AJ3854.processing techniques.
 AJ3854
 AJ3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3854
 AJ3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3854
 AJ3854.The ellipsoidal height was determined by GPS observations
 AJ3854.and is referenced to NAD 83.
 AJ3854
 AJ3854.The geoid height was determined by GEOID03.
 AJ3854
 AJ3854;                    North         East     Units Scale Factor Converg.
 AJ3854;SPC AZ C     -   294,267.720   150,135.515   MT  0.99994926   -0 22 39.9
 AJ3854;SPC AZ C     -   965,445.28    492,570.59   iFT  0.99994926   -0 22 39.9
 AJ3854;UTM  12      - 3,724,718.726   351,791.783   MT  0.99987080   -0 53 09.1
 AJ3854
 AJ3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3854!SPC AZ C     -   0.99992256  x   0.99994926  =   0.99987183
 AJ3854!UTM  12      -   0.99992256  x   0.99987080  =   0.99979337
 AJ3854
 AJ3854                          SUPERSEDED SURVEY CONTROL
 AJ3854
 AJ3854.No superseded survey control is available for this station.
 AJ3854
 AJ3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5179224719(NAD 83)
 AJ3854_MARKER: I = METAL ROD
 AJ3854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3854_STAMPING: 4GG2 1999
 AJ3854_MARK LOGO: MCDOT 
 AJ3854_PROJECTION: FLUSH
 AJ3854_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3854+STABILITY: POSITION/ELEVATION WELL
 AJ3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3854+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3854_ROD/PIPE-DEPTH:  3.1 meters
 AJ3854_SLEEVE-DEPTH  :  0.8 meters
 AJ3854
 AJ3854  HISTORY     - Date     Condition        Report By
 AJ3854  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3854
 AJ3854                          STATION DESCRIPTION
 AJ3854
 AJ3854'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3854'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE CITY OF
 AJ3854'SURPRISE, TOWNSHIP 4 NORTH, RANGE 3 WEST, SECTION 32
 AJ3854'OWNERSHIP - MARICOPA COUNTY
 AJ3854'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND BELL
 AJ3854'ROAD, DRIVE WEST ON BELL ROAD 10.2 MI (16.4 KM) TO AN UNMARKED DIRT
 AJ3854'ROAD ON THE LEFT BEING 0.6 MI (1.0 KM) WEST OF MILEPOST 125, THENCE
 AJ3854'TURN LEFT (SOUTH) ONTO THE DIRT ROAD AND DRIVE SOUTHWESTERLY 1.0 MI
 AJ3854'(1.6 KM) TO AN UNMARKED DIRT ROAD RUNNING NORTHWEST-SOUTHEAST, THENCE
 AJ3854'TURN LEFT ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY ON THE DIRT ROAD
 AJ3854'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT
 AJ3854'ONTO THE DIRT ROAD AND DRIVE NORTHEASTERLY 0.4 MI (0.6 KM) TO THE
 AJ3854'STATION 15 FT (4.6 M) TO THE RIGHT OF THE DIRT ROAD
 AJ3854'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3854'COMPRESSED ON A 10.1 FT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3854'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3854'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GG2 1999, SURROUNDED WITH A
 AJ3854'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3854'MARKER
 AJ3854'STATION TIES -
 AJ3854'15 FT (4.6 M) EAST OF THE DIRT ROAD
 AJ3854'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3854'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3853 ***********************************************************************
 AJ3853  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3853  DESIGNATION -  4GI2
 AJ3853  PID         -  AJ3853
 AJ3853  STATE/COUNTY-  AZ/MARICOPA
 AJ3853  USGS QUAD   -  DAGGS TANK (1988)
 AJ3853
 AJ3853                         *CURRENT SURVEY CONTROL
 AJ3853  ___________________________________________________________________
 AJ3853* NAD 83(1992)-  33 38 13.13867(N)    112 42 45.70309(W)     ADJUSTED  
 AJ3853* NAVD 88     -       436.43   (meters)    1431.9    (feet)  GPS OBS   
 AJ3853  ___________________________________________________________________
 AJ3853  X           -  -2,052,565.725 (meters)                     COMP
 AJ3853  Y           -  -4,903,764.030 (meters)                     COMP
 AJ3853  Z           -   3,513,218.779 (meters)                     COMP
 AJ3853  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 AJ3853  ELLIP HEIGHT-         406.11  (meters)          (04/12/01) GPS OBS
 AJ3853  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3853
 AJ3853  HORZ ORDER  -  B
 AJ3853  ELLP ORDER  -  THIRD     CLASS II
 AJ3853
 AJ3853.The horizontal coordinates were established by GPS observations
 AJ3853.and adjusted by the National Geodetic Survey in April 2001..
 AJ3853
 AJ3853.The orthometric height was determined by GPS observations and a
 AJ3853.high-resolution geoid model using precise GPS observation and
 AJ3853.processing techniques.
 AJ3853
 AJ3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3853
 AJ3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3853
 AJ3853.The ellipsoidal height was determined by GPS observations
 AJ3853.and is referenced to NAD 83.
 AJ3853
 AJ3853.The geoid height was determined by GEOID03.
 AJ3853
 AJ3853;                    North         East     Units Scale Factor Converg.
 AJ3853;SPC AZ C     -   292,676.515   139,514.171   MT  0.99996721   -0 26 27.5
 AJ3853;SPC AZ C     -   960,224.79    457,723.66   iFT  0.99996721   -0 26 27.5
 AJ3853;UTM  12      - 3,723,221.861   341,157.464   MT  0.99991106   -0 56 56.1
 AJ3853
 AJ3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3853!SPC AZ C     -   0.99993625  x   0.99996721  =   0.99990346
 AJ3853!UTM  12      -   0.99993625  x   0.99991106  =   0.99984731
 AJ3853
 AJ3853                          SUPERSEDED SURVEY CONTROL
 AJ3853
 AJ3853.No superseded survey control is available for this station.
 AJ3853
 AJ3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4115723222(NAD 83)
 AJ3853_MARKER: I = METAL ROD
 AJ3853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3853+WITH SETTING: INFORMATION.
 AJ3853_STAMPING: 4GI2 1999
 AJ3853_MARK LOGO: MCDOT 
 AJ3853_PROJECTION: FLUSH
 AJ3853_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3853+STABILITY: POSITION/ELEVATION WELL
 AJ3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3853+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3853_ROD/PIPE-DEPTH:  2.3 meters
 AJ3853_SLEEVE-DEPTH  :  0.8 meters
 AJ3853
 AJ3853  HISTORY     - Date     Condition        Report By
 AJ3853  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3853
 AJ3853                          STATION DESCRIPTION
 AJ3853
 AJ3853'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3853'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) NORTHWEST OF THE TOWN
 AJ3853'OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 1
 AJ3853'OWNERSHIP - STATE LAND DEPT
 AJ3853'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND THE SUN
 AJ3853'VALLEY PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 13.7 MI
 AJ3853'(22.0 KM) TO AN UNMARKED GRAVEL ROAD ON THE LEFT BEING 0.1 MI (0.2 KM)
 AJ3853'NORTH OF MILEPOST 118, THENCE TURN LEFT (WEST) ONTO THE GRAVEL ROAD
 AJ3853'OVER A CATTLE GUARD IN THE ROAD AND DRIVE WESTERLY 0.7 MI (1.1 KM) TO
 AJ3853'GATE AND ANOTHER CATTLE GUARD, THENCE CONTINUE THROUGH THE GATE AND
 AJ3853'DRIVE WESTERLY ON THE GRAVEL ROAD 0.1 MI (0.2 KM) TO A Y IN THE ROAD,
 AJ3853'THENCE VEER TO THE LEFT ONTO A UNMARKED DIRT ROAD AND DRIVE
 AJ3853'SOUTHWESTERLY 0.2 MI (0.3 KM) TO AN OPENING IN A BARBED WIRE FENCE,
 AJ3853'THENCE CONTINUE DRIVING SOUTHWESTERLY ON THE DIRT ROAD 0.3 MI (0.5 KM)
 AJ3853'TO A Y IN THE ROAD, THENCE VEER TO THE RIGHT ONTO AN UNMARKED DIRT
 AJ3853'ROAD AND DRIVE 0.2 MI (0.3 KM) (YOU WILL DRIVE UNDER A TRANSMISSION
 AJ3853'TOWER) NORTHWESTERLY TO A BARBED WIRE FENCE, THE STATION WILL BE
 AJ3853'DIRECTLY WEST 75 FT (22.9 M) ON THE OTHER SIDE OF THE BARBED WIRE
 AJ3853'FENCE ON A KNOLL OVERLOOKING THE HASSAYAMPA RIVER
 AJ3853'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3853'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3853'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3853'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GI2 1999, SURROUNDED WITH A
 AJ3853'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3853'MARKER
 AJ3853'STATION TIES -
 AJ3853'75 FT (22.9 M) WEST OF A BARBED WIRE FENCE
 AJ3853'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3853'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3586 ***********************************************************************
 AJ3586  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3586  DESIGNATION -  4GK2
 AJ3586  PID         -  AJ3586
 AJ3586  STATE/COUNTY-  AZ/MARICOPA
 AJ3586  USGS QUAD   -  STAR WELL (1989)
 AJ3586
 AJ3586                         *CURRENT SURVEY CONTROL
 AJ3586  ___________________________________________________________________
 AJ3586* NAD 83(1992)-  33 38 20.65934(N)    112 49 28.71589(W)     ADJUSTED  
 AJ3586* NAVD 88     -       455.06   (meters)    1493.0    (feet)  GPS OBS   
 AJ3586  ___________________________________________________________________
 AJ3586  X           -  -2,062,099.253 (meters)                     COMP
 AJ3586  Y           -  -4,899,640.120 (meters)                     COMP
 AJ3586  Z           -   3,513,421.947 (meters)                     COMP
 AJ3586  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3586  ELLIP HEIGHT-         424.60  (meters)          (04/12/01) GPS OBS
 AJ3586  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3586
 AJ3586  HORZ ORDER  -  B
 AJ3586  ELLP ORDER  -  THIRD     CLASS II
 AJ3586
 AJ3586.The horizontal coordinates were established by GPS observations
 AJ3586.and adjusted by the National Geodetic Survey in April 2001..
 AJ3586
 AJ3586.The orthometric height was determined by GPS observations and a
 AJ3586.high-resolution geoid model using precise GPS observation and
 AJ3586.processing techniques.
 AJ3586
 AJ3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3586
 AJ3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3586
 AJ3586.The ellipsoidal height was determined by GPS observations
 AJ3586.and is referenced to NAD 83.
 AJ3586
 AJ3586.The geoid height was determined by GEOID03.
 AJ3586
 AJ3586;                    North         East     Units Scale Factor Converg.
 AJ3586;SPC AZ C     -   292,993.767   129,130.717   MT  0.99998744   -0 30 10.8
 AJ3586;SPC AZ C     -   961,265.64    423,657.21   iFT  0.99998744   -0 30 10.8
 AJ3586;UTM  12      - 3,723,631.139   330,777.701   MT  0.99995304   -1 00 39.7
 AJ3586
 AJ3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3586!SPC AZ C     -   0.99993335  x   0.99998744  =   0.99992079
 AJ3586!UTM  12      -   0.99993335  x   0.99995304  =   0.99988639
 AJ3586
 AJ3586                          SUPERSEDED SURVEY CONTROL
 AJ3586
 AJ3586.No superseded survey control is available for this station.
 AJ3586
 AJ3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3077823631(NAD 83)
 AJ3586_MARKER: I = METAL ROD
 AJ3586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3586+WITH SETTING: INFORMATION.
 AJ3586_STAMPING: 4GK2 1999
 AJ3586_MARK LOGO: MCDOT 
 AJ3586_PROJECTION: FLUSH
 AJ3586_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3586+STABILITY: POSITION/ELEVATION WELL
 AJ3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3586+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3586_ROD/PIPE-DEPTH:  2.3 meters
 AJ3586_SLEEVE-DEPTH  :  0.8 meters
 AJ3586
 AJ3586  HISTORY     - Date     Condition        Report By
 AJ3586  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3586
 AJ3586                          STATION DESCRIPTION
 AJ3586
 AJ3586'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3586'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3586'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 36
 AJ3586'OWNERSHIP - STATE OF ARIZONA LAND
 AJ3586'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3586'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3586'(EXIT 103) , TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 2.1 MI
 AJ3586'(3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN LEFT
 AJ3586'(WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3586'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3586'AVENUE AND DRIVE 10.4 MI (16.7 KM) TO A UNMARKED DIRT ROAD ON RIGHT
 AJ3586'(EAST) SIDE, SAID UNMARKED DIRT ROAD ALSO BEING 0.4 MI (0.6 KM) NORTH
 AJ3586'OF MILEPOST 10 AND 100 FT NORTH OF SMALL WASH (NOTE 355TH AVENUE TURNS
 AJ3586'INTO WICKENBURG HIGHWAY ABOUT 4 MI NORTH OF INDIAN SCHOOL ROAD),
 AJ3586'THENCE TURN RIGHT (EAST) ON TO UNMARKED DIRT ROAD AND DRIVE EAST
 AJ3586'SOUTHEAST FOR 0.1 MI (0.16 KM) TO A BARBED WIRE FENCE ON THE RIGHT
 AJ3586'(SOUTH) SIDE OF ROAD, THENCE CONTINUE EAST ON UNMARKED DIRT ROAD
 AJ3586'DRIVING 10 FT NORTH OF BARBED WIRE FENCE AND TO THE NORTH AND PAST
 AJ3586'MITCHELL TANK WATERING HOLE FOR 0.2 MI (0.3 KM) TO A BEND IN ROAD,
 AJ3586'THENCE BEAR RIGHT (SOUTH) AND CONTINUE ON UNMARKED DIRT ROAD FOR 0.1
 AJ3586'MI (0.2 KM) TO A BEND IN ROAD, THENCE BEAR LEFT (EAST) AROUND BEND AND
 AJ3586'DRIVE FOR 0.1 MI (0.2 KM) (PASSING A G.L.O.  BRASS CAP AND A U.S.
 AJ3586'DEPT OF THE INTERIOR BENCHMARK BRASS CAP IN CONCRETE LOCATED 5 FT (1.5
 AJ3586'M) APART ON THE WEST SIDE OF DIRT ROAD) AND TO THE STATION AS
 AJ3586'DESCRIBED
 AJ3586'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3586'COMPRESSED ON A 7.7 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3586'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3586'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GK2 1999, SURROUNDED
 AJ3586'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3586'CARSONITE MARKER
 AJ3586'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3586'0.14 MI (0.23 KM) - EAST OF MITCHELL TANK (WATERING HOLE) 230 FT (70.1
 AJ3586'M) - EAST OF BARBED WIRE FENCE ON THE EAST SIDE OF MITCHELL TANK
 AJ3586'230 FT (70.1 M) - EAST OF BARBED WIRE FIRE
 AJ3586'94 FT (28.7 M) - NORTHWEST OF S 1/4 COR SEC 36 GLO BRASS CAP (IN WHICH
 AJ3586'THE S 1/4 COR SEC 36 GLO BRASS CAP IS 5 FT WEST OF A U.S. DEPARTMENT
 AJ3586'OF THE INTERIOR BENCHMARK BRASS CAP IN CONCRETE (HY R-69)
 AJ3586'3 FT (0.9 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3586'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3586'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3587 ***********************************************************************
 AJ3587  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3587  DESIGNATION -  4GM5
 AJ3587  PID         -  AJ3587
 AJ3587  STATE/COUNTY-  AZ/MARICOPA
 AJ3587  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3587
 AJ3587                         *CURRENT SURVEY CONTROL
 AJ3587  ___________________________________________________________________
 AJ3587* NAD 83(1992)-  33 38 47.71559(N)    112 55 23.21157(W)     ADJUSTED  
 AJ3587* NAVD 88     -       628.67   (meters)    2062.6    (feet)  GPS OBS   
 AJ3587  ___________________________________________________________________
 AJ3587  X           -  -2,070,393.326 (meters)                     COMP
 AJ3587  Y           -  -4,895,796.568 (meters)                     COMP
 AJ3587  Z           -   3,514,212.143 (meters)                     COMP
 AJ3587  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AJ3587  ELLIP HEIGHT-         598.17  (meters)          (04/12/01) GPS OBS
 AJ3587  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3587
 AJ3587  HORZ ORDER  -  B
 AJ3587  ELLP ORDER  -  THIRD     CLASS II
 AJ3587
 AJ3587.The horizontal coordinates were established by GPS observations
 AJ3587.and adjusted by the National Geodetic Survey in April 2001..
 AJ3587
 AJ3587.The orthometric height was determined by GPS observations and a
 AJ3587.high-resolution geoid model using precise GPS observation and
 AJ3587.processing techniques.
 AJ3587
 AJ3587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3587
 AJ3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3587
 AJ3587.The ellipsoidal height was determined by GPS observations
 AJ3587.and is referenced to NAD 83.
 AJ3587
 AJ3587.The geoid height was determined by GEOID03.
 AJ3587
 AJ3587;                    North         East     Units Scale Factor Converg.
 AJ3587;SPC AZ C     -   293,911.888   120,003.728   MT  1.00000741   -0 33 27.7
 AJ3587;SPC AZ C     -   964,277.85    393,713.02   iFT  1.00000741   -0 33 27.7
 AJ3587;UTM  12      - 3,724,630.131   321,659.438   MT  0.99999212   -1 03 56.9
 AJ3587
 AJ3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3587!SPC AZ C     -   0.99990610  x   1.00000741  =   0.99991351
 AJ3587!UTM  12      -   0.99990610  x   0.99999212  =   0.99989822
 AJ3587
 AJ3587                          SUPERSEDED SURVEY CONTROL
 AJ3587
 AJ3587.No superseded survey control is available for this station.
 AJ3587
 AJ3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2165924630(NAD 83)
 AJ3587_MARKER: I = METAL ROD
 AJ3587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3587+WITH SETTING: INFORMATION.
 AJ3587_STAMPING: 4GM5 1999
 AJ3587_MARK LOGO: MCDOT 
 AJ3587_PROJECTION: FLUSH
 AJ3587_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3587+STABILITY: POSITION/ELEVATION WELL
 AJ3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3587+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3587_ROD/PIPE-DEPTH:  2.1 meters
 AJ3587_SLEEVE-DEPTH  :  0.8 meters
 AJ3587
 AJ3587  HISTORY     - Date     Condition        Report By
 AJ3587  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3587
 AJ3587                          STATION DESCRIPTION
 AJ3587
 AJ3587'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3587'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3587'PHOENIX, TOWNSHIP 04 NORTH, RANGE 07 WEST, SECTION 36
 AJ3587'OWNERSHIP - STATE OF ARIZONA LAND DEPARTMENT
 AJ3587'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3587'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3587'(EXIT 103) , THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3587'2.1 MI (3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN
 AJ3587'LEFT (WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3587'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3587'AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3587'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3587'HIGHWAY (CROSSING A SMALL WASH LOCATED 0.4 MILES (0.6 KM) NORTH OF
 AJ3587'MILE POST 10) FOR 16.7 MI (26.9 KM) TO AN INTERSECTION OF VULTURE MINE
 AJ3587'ROAD AND WICKENBURG HIGHWAY, THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3587'VULTURE MINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO JACKRABBIT WASH, THENCE
 AJ3587'CONTINUE SOUTHWEST ON VULTURE MINE ROAD FOR 0.9 MI (1.4 KM) TO AN
 AJ3587'UNNAMED WASH, THENCE CONTINUE SOUTH FOR 0.5 MI (0.8 KM) TO COYOTE
 AJ3587'WASH, THENCE CONTINUE SOUTH FOR 0.8 MI (1.3 KM) TO BLUE WASH, THENCE
 AJ3587'CONTINUE SOUTH FOR 0.2 MI (0.3 KM) TO A BARBED WIRE FENCE WITH A
 AJ3587'CATTLE GUARD, THENCE CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO BEER BOTTLE
 AJ3587'WASH, THENCE CONTINUE SOUTH FOR 0.7 MI (1.1 KM) TO A CORRAL AND
 AJ3587'WINDMILL 0.1 MI (0.2 KM) WEST OF ROAD, THENCE CONTINUE SOUTH FOR 1.0
 AJ3587'MI (1.6 KM) TO THE BELMONT MOUNTAINS, THENCE TURN LEFT (EAST) ON TO A
 AJ3587'DIRT TRAIL RUNNING BETWEEN 2 PEAKS AND DRIVE FOR 0.1 MI (0.2 KM) AND
 AJ3587'PARK, THENCE HIKE NORTHEAST 300 FT (91.4 M) TO THE TOP OF THE FIRST
 AJ3587'PEAK  (AT 5.8 MI (9.3 KM) FROM WICKENBURG HIGHWAY) AND TO THE STATION
 AJ3587'AS DESCRIBED
 AJ3587'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3587'COMPRESSED ON A 7 FOOT (2.13 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3587'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3587'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GM5 1999, SURROUNDED WITH A
 AJ3587'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3587'MARKER
 AJ3587'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3587'5.8 MI (9.3 KM) - SOUTHWEST OF THE INTERSECTION OF VULTURE MINE ROAD
 AJ3587'AND WICKENBURG HIGHWAY
 AJ3587'1.0 MI (1.6 KM) - SOUTHEAST OF A CORRAL AND WINDMILL ON THE WEST SIDE
 AJ3587'OF ROAD
 AJ3587'300 FT (91.4 M) - NORTH NORTHEAST TO THE TOP OF FIRST PEAK OF BELMONT
 AJ3587'MOUNTAINS
 AJ3587'2 FT (0.6 M) - NORTH OF CARSONITE WITNESS POST
 AJ3587'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3587'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3588 ***********************************************************************
 AJ3588  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3588  DESIGNATION -  4GO3
 AJ3588  PID         -  AJ3588
 AJ3588  STATE/COUNTY-  AZ/MARICOPA
 AJ3588  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3588
 AJ3588                         *CURRENT SURVEY CONTROL
 AJ3588  ___________________________________________________________________
 AJ3588* NAD 83(1992)-  33 38 09.75497(N)    113 00 51.18482(W)     ADJUSTED  
 AJ3588* NAVD 88     -       549.52   (meters)    1802.9    (feet)  GPS OBS   
 AJ3588  ___________________________________________________________________
 AJ3588  X           -  -2,078,402.850 (meters)                     COMP
 AJ3588  Y           -  -4,893,034.012 (meters)                     COMP
 AJ3588  Z           -   3,513,194.459 (meters)                     COMP
 AJ3588  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3588  ELLIP HEIGHT-         518.91  (meters)          (04/12/01) GPS OBS
 AJ3588  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AJ3588
 AJ3588  HORZ ORDER  -  B
 AJ3588  ELLP ORDER  -  THIRD     CLASS II
 AJ3588
 AJ3588.The horizontal coordinates were established by GPS observations
 AJ3588.and adjusted by the National Geodetic Survey in April 2001..
 AJ3588
 AJ3588.The orthometric height was determined by GPS observations and a
 AJ3588.high-resolution geoid model using precise GPS observation and
 AJ3588.processing techniques.
 AJ3588
 AJ3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3588
 AJ3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3588
 AJ3588.The ellipsoidal height was determined by GPS observations
 AJ3588.and is referenced to NAD 83.
 AJ3588
 AJ3588.The geoid height was determined by GEOID03.
 AJ3588
 AJ3588;                    North         East     Units Scale Factor Converg.
 AJ3588;SPC AZ C     -   292,828.338   111,540.316   MT  1.00002777   -0 36 28.8
 AJ3588;SPC AZ C     -   960,722.89    365,945.92   iFT  1.00002777   -0 36 28.8
 AJ3588;UTM  12      - 3,723,621.681   313,186.805   MT  1.00003026   -1 06 57.7
 AJ3588
 AJ3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3588!SPC AZ C     -   0.99991854  x   1.00002777  =   0.99994631
 AJ3588!UTM  12      -   0.99991854  x   1.00003026  =   0.99994880
 AJ3588
 AJ3588                          SUPERSEDED SURVEY CONTROL
 AJ3588
 AJ3588.No superseded survey control is available for this station.
 AJ3588
 AJ3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1318723622(NAD 83)
 AJ3588_MARKER: I = METAL ROD
 AJ3588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3588+WITH SETTING: INFORMATION.
 AJ3588_STAMPING: 4GO3 1999
 AJ3588_MARK LOGO: MCDOT 
 AJ3588_PROJECTION: FLUSH
 AJ3588_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3588+STABILITY: POSITION/ELEVATION WELL
 AJ3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3588+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3588_ROD/PIPE-DEPTH:  2.4 meters
 AJ3588_SLEEVE-DEPTH  :  0.8 meters
 AJ3588
 AJ3588  HISTORY     - Date     Condition        Report By
 AJ3588  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3588
 AJ3588                          STATION DESCRIPTION
 AJ3588
 AJ3588'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3588'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3588'PHOENIX, TOWNSHIP 03 NORTH, RANGE 07 WEST, SECTION 06
 AJ3588'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3588'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3588'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3588'(EXIT 94) ,THENCE TURN RIGHT (NORTH) ON TO 411TH AVENUE AND DRIVE 1.75
 AJ3588'MI (2.82 KM) TO BETHANY HOME ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3588'BETHANY HOME ROAD AND DRIVE 1.5 MI (2.4 KM) TO A DIRT ROAD ON THE
 AJ3588'NORTH SIDE OF BETHANY HOME ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT
 AJ3588'ROAD AND DRIVE 0.5 MI (0.8 KM) BEARING NORTHWEST, THENCE CONTINUE
 AJ3588'NORTHWEST ON DIRT ROAD FOR 2.7 MI (4.3 KM) AND CROSS BRIDGE OVER
 AJ3588'C.A.P.  AQUEDUCT, THENCE CONTINUE NORTHWESTERLY ON DIRT ROAD FOR 3.6
 AJ3588'MI (5.8 KM) TO A FORK IN ROAD , THENCE BEAR LEFT AT FORK AND CONTINUE
 AJ3588'FOR 1.9 MI (3.1 KM) , PARK VEHICLE ON THE WEST SIDE OF DIRT ROAD AND
 AJ3588'WALK 30 FT (9.1 M) WEST AND TO THE STATION AS DESCRIBED
 AJ3588'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3588'COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL,
 AJ3588'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3588'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GO3 1999, SURROUNDED WITH A
 AJ3588'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3588'MARKER
 AJ3588'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3588'10.4 MI (16.7 KM) - NORTH OF INTERSTATE 10
 AJ3588'5.9 MI (9.5 KM) - WEST/NORTHWEST OF STATION NUMBER 4FN3
 AJ3588'30 FT (9.1 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3588'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3588'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3588'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3589 ***********************************************************************
 AJ3589  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3589  DESIGNATION -  4GQ3
 AJ3589  PID         -  AJ3589
 AJ3589  STATE/COUNTY-  AZ/MARICOPA
 AJ3589  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3589
 AJ3589                         *CURRENT SURVEY CONTROL
 AJ3589  ___________________________________________________________________
 AJ3589* NAD 83(1992)-  33 38 30.60727(N)    113 06 15.34299(W)     ADJUSTED  
 AJ3589* NAVD 88     -       585.72   (meters)    1921.6    (feet)  GPS OBS   
 AJ3589  ___________________________________________________________________
 AJ3589  X           -  -2,085,962.145 (meters)                     COMP
 AJ3589  Y           -  -4,889,461.958 (meters)                     COMP
 AJ3589  Z           -   3,513,749.422 (meters)                     COMP
 AJ3589  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3589  ELLIP HEIGHT-         555.09  (meters)          (04/12/01) GPS OBS
 AJ3589  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AJ3589
 AJ3589  HORZ ORDER  -  B
 AJ3589  ELLP ORDER  -  THIRD     CLASS II
 AJ3589
 AJ3589.The horizontal coordinates were established by GPS observations
 AJ3589.and adjusted by the National Geodetic Survey in April 2001..
 AJ3589
 AJ3589.The orthometric height was determined by GPS observations and a
 AJ3589.high-resolution geoid model using precise GPS observation and
 AJ3589.processing techniques.
 AJ3589
 AJ3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3589
 AJ3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3589
 AJ3589.The ellipsoidal height was determined by GPS observations
 AJ3589.and is referenced to NAD 83.
 AJ3589
 AJ3589.The geoid height was determined by GEOID03.
 AJ3589
 AJ3589;                    North         East     Units Scale Factor Converg.
 AJ3589;SPC AZ C     -   293,563.075   103,193.882   MT  1.00004958   -0 39 28.8
 AJ3589;SPC AZ C     -   963,133.45    338,562.60   iFT  1.00004958   -0 39 28.8
 AJ3589;UTM  12      - 3,724,430.410   304,847.121   MT  1.00006954   -1 09 58.1
 AJ3589
 AJ3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3589!SPC AZ C     -   0.99991286  x   1.00004958  =   0.99996244
 AJ3589!UTM  12      -   0.99991286  x   1.00006954  =   0.99998240
 AJ3589
 AJ3589                          SUPERSEDED SURVEY CONTROL
 AJ3589
 AJ3589.No superseded survey control is available for this station.
 AJ3589
 AJ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0484724430(NAD 83)
 AJ3589_MARKER: DD = SURVEY DISK
 AJ3589_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3589_STAMPING: 4GQ3 1999
 AJ3589_MARK LOGO: MCDOT 
 AJ3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3589+STABILITY: POSITION/ELEVATION WELL
 AJ3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3589+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3589
 AJ3589  HISTORY     - Date     Condition        Report By
 AJ3589  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3589
 AJ3589                          STATION DESCRIPTION
 AJ3589
 AJ3589'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3589'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3589'PHOENIX, TOWNSHIP 04 NORTH, RANGE 08 WEST, SECTION 32
 AJ3589'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3589'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3589'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3589'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3589'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3589'BETWEEN MP 3 AND MP 4, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD 0.4 MI
 AJ3589'(0.6 KM) TO A FORK IN ROAD WITH A WATER TANK AND CORRAL ON THE NORTH
 AJ3589'SIDE, THENCE BEAR RIGHT (EAST) AT FORK AND CONTINUE EAST FOR 1.9 MI
 AJ3589'(3.1 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT AT FORK AND CONTINUE 3.1
 AJ3589'MI (5.0 KM) TO ANOTHER FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3589'DRIVE 0.3 MI (0.5 KM) TO ANOTHER FORK IN ROAD WITH A WINDMILL AND
 AJ3589'WATER TANK ON SOUTH SIDE, THENCE BEAR LEFT AT FORK AND CONTINUE EAST
 AJ3589'FOR 2.1 MI (3.4 KM) TO A RIDGE (STATION 4GR3 LOCATED AT TOP OF RIDGE
 AJ3589'ON SOUTH SIDE OF DIRT ROAD, THENCE CROSS RIDGE AND CONTINUE EAST FOR
 AJ3589'1.4 MI (2.3 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3589'CONTINUE EAST FOR 1.8 MI (2.9 KM) TO A BAD WASH THAT REQUIRES 4 WHEEL
 AJ3589'DRIVE TO CROSS, THENCE CONTINUE EAST FOR 2.2 MI (3.5 KM) , PARK
 AJ3589'VEHICLE AND WALK 33 FT (10.1 M) SOUTH OF DIRT ROAD AND TO THE STATION
 AJ3589'AS DESCRIBED
 AJ3589'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3589'COUNTY D.O.T.  BRASS DISK, STAMPED 4GQ3 1999, SET IN A ROCK OUTCROP, 2
 AJ3589'FT (0.6 M) NORTH OF WHITE CARSONITE MARKER
 AJ3589'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3589'13.1 MI (21.1 KM) - EAST OF EAGLE EYE ROAD
 AJ3589'10.9 MI (17.5 KM) - NORTH WEST OF MILE POST 89 (ON THE NORTH SIDE OF
 AJ3589'THE WESTBOUND INTERSTATE 10 LANES) 5.4 MI (8.7 KM) - EAST OF RIDGE
 AJ3589'CROSSING DIRT ROAD
 AJ3589'0.5 MI (0.8 KM) - EAST OF A CORRAL ON SOUTH SIDE OF DIRT ROAD 1.7
 AJ3589'MILES (2.7 KM) FROM BAD WASH
 AJ3589'33 FT (10.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3589'2 FT (0.6 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3589'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3589'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3590 ***********************************************************************
 AJ3590  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3590  DESIGNATION -  4GR3
 AJ3590  PID         -  AJ3590
 AJ3590  STATE/COUNTY-  AZ/MARICOPA
 AJ3590  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3590
 AJ3590                         *CURRENT SURVEY CONTROL
 AJ3590  ___________________________________________________________________
 AJ3590* NAD 83(1992)-  33 40 07.22113(N)    113 10 44.94116(W)     ADJUSTED  
 AJ3590* NAVD 88     -       582.24   (meters)    1910.2    (feet)  GPS OBS   
 AJ3590  ___________________________________________________________________
 AJ3590  X           -  -2,091,700.616 (meters)                     COMP
 AJ3590  Y           -  -4,885,212.044 (meters)                     COMP
 AJ3590  Z           -   3,516,225.463 (meters)                     COMP
 AJ3590  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AJ3590  ELLIP HEIGHT-         551.62  (meters)          (04/12/01) GPS OBS
 AJ3590  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3590
 AJ3590  HORZ ORDER  -  B
 AJ3590  ELLP ORDER  -  THIRD     CLASS II
 AJ3590
 AJ3590.The horizontal coordinates were established by GPS observations
 AJ3590.and adjusted by the National Geodetic Survey in April 2001..
 AJ3590
 AJ3590.The orthometric height was determined by GPS observations and a
 AJ3590.high-resolution geoid model using precise GPS observation and
 AJ3590.processing techniques.
 AJ3590
 AJ3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3590
 AJ3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3590
 AJ3590.The ellipsoidal height was determined by GPS observations
 AJ3590.and is referenced to NAD 83.
 AJ3590
 AJ3590.The geoid height was determined by GEOID03.
 AJ3590
 AJ3590;                    North         East     Units Scale Factor Converg.
 AJ3590;SPC AZ C     -   296,622.041    96,282.865   MT  1.00006893   -0 41 60.0
 AJ3590;SPC AZ C     -   973,169.43    315,888.66   iFT  1.00006893   -0 41 60.0
 AJ3590;UTM  12      - 3,727,550.654   297,963.327   MT  1.00010325   -1 12 30.6
 AJ3590
 AJ3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3590!SPC AZ C     -   0.99991341  x   1.00006893  =   0.99998233
 AJ3590!UTM  12      -   0.99991341  x   1.00010325  =   1.00001665
 AJ3590
 AJ3590                          SUPERSEDED SURVEY CONTROL
 AJ3590
 AJ3590.No superseded survey control is available for this station.
 AJ3590
 AJ3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9796327551(NAD 83)
 AJ3590_MARKER: I = METAL ROD
 AJ3590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3590+WITH SETTING: INFORMATION.
 AJ3590_STAMPING: 4GR3 1999
 AJ3590_MARK LOGO: MCDOT 
 AJ3590_PROJECTION: FLUSH
 AJ3590_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3590+STABILITY: POSITION/ELEVATION WELL
 AJ3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3590+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3590_ROD/PIPE-DEPTH:  0.8 meters
 AJ3590_SLEEVE-DEPTH  :  0.8 meters
 AJ3590
 AJ3590  HISTORY     - Date     Condition        Report By
 AJ3590  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3590
 AJ3590                          STATION DESCRIPTION
 AJ3590
 AJ3590'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3590'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3590'PHOENIX, TOWNSHIP 04 NORTH, RANGE 09 WEST, SECTION 22
 AJ3590'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3590'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3590'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3590'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3590'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3590'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3590'(DIRT ROAD IS LOCATED BETWEEN MP 3 AND MP 4) ,THENCE TURN RIGHT (EAST)
 AJ3590'ON TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WATER TANK AND CORRAL
 AJ3590'ON NORTH SIDE OF DIRT ROAD, THENCE CONTINUE EAST ON DIRT ROAD FOR 1.9
 AJ3590'MI (3.1 KM) TO A FORK IN ROAD, THENCE STAY RIGHT AT FORK AND CONTINUE
 AJ3590'EAST ON DIRT ROAD FOR 3.1 MI (5.0 KM) TO ANOTHER FORK IN ROAD, THENCE
 AJ3590'BEAR LEFT AT FORK AND CONTINUE EAST ON DIRT ROAD FOR 0.3 MI (0.5 KM)
 AJ3590'TO A WINDMILL AND WATER TANK ON SOUTH SIDE OF DIRT ROAD, THENCE
 AJ3590'CONTINUE EAST FOR 2.1 MI (3.4 KM) TO A RIDGE CROSSING THE DIRT ROAD
 AJ3590'AND MONUMENT AS DESCRIBED
 AJ3590'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3590'COMPRESSED ON A 2.5 FOOT (0.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3590'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3590'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GR3 1999, SURROUNDED
 AJ3590'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3590'CARSONITE MARKER
 AJ3590'STATION TIES - FURTHEST TO CLOSEST
 AJ3590'7.7 MI (12.4 KM) - EAST OF EAGLE EYE ROAD
 AJ3590'5.4 MI (8.7 KM) - WEST OF STATION NUMBER 4GQ3
 AJ3590'8 FT (2.4 M) - SOUTH OF DIRT ROAD ON TOP OF RIDGE
 AJ3590'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3590'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3590'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3591 ***********************************************************************
 AJ3591  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3591  DESIGNATION -  4GS2
 AJ3591  PID         -  AJ3591
 AJ3591  STATE/COUNTY-  AZ/MARICOPA
 AJ3591  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3591
 AJ3591                         *CURRENT SURVEY CONTROL
 AJ3591  ___________________________________________________________________
 AJ3591* NAD 83(1992)-  33 38 34.58251(N)    113 13 54.90849(W)     ADJUSTED  
 AJ3591* NAVD 88     -       499.84   (meters)    1639.9    (feet)  GPS OBS   
 AJ3591  ___________________________________________________________________
 AJ3591  X           -  -2,096,795.837 (meters)                     COMP
 AJ3591  Y           -  -4,884,674.048 (meters)                     COMP
 AJ3591  Z           -   3,513,803.727 (meters)                     COMP
 AJ3591  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3591  ELLIP HEIGHT-         469.05  (meters)          (04/12/01) GPS OBS
 AJ3591  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AJ3591
 AJ3591  HORZ ORDER  -  B
 AJ3591  ELLP ORDER  -  THIRD     CLASS II
 AJ3591
 AJ3591.The horizontal coordinates were established by GPS observations
 AJ3591.and adjusted by the National Geodetic Survey in April 2001..
 AJ3591
 AJ3591.The orthometric height was determined by GPS observations and a
 AJ3591.high-resolution geoid model using precise GPS observation and
 AJ3591.processing techniques.
 AJ3591
 AJ3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3591
 AJ3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3591
 AJ3591.The ellipsoidal height was determined by GPS observations
 AJ3591.and is referenced to NAD 83.
 AJ3591
 AJ3591.The geoid height was determined by GEOID03.
 AJ3591
 AJ3591;                    North         East     Units Scale Factor Converg.
 AJ3591;SPC AZ C     -   293,828.875    91,352.684   MT  1.00008346   -0 43 43.5
 AJ3591;SPC AZ C     -   964,005.50    299,713.53   iFT  1.00008346   -0 43 43.5
 AJ3591;UTM  12      - 3,724,801.232   293,008.363   MT  1.00012824   -1 14 13.0
 AJ3591
 AJ3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3591!SPC AZ C     -   0.99992637  x   1.00008346  =   1.00000982
 AJ3591!UTM  12      -   0.99992637  x   1.00012824  =   1.00005460
 AJ3591
 AJ3591                          SUPERSEDED SURVEY CONTROL
 AJ3591
 AJ3591.No superseded survey control is available for this station.
 AJ3591
 AJ3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9300824801(NAD 83)
 AJ3591_MARKER: I = METAL ROD
 AJ3591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3591_STAMPING: 4GS2 1999
 AJ3591_MARK LOGO: MCDOT 
 AJ3591_PROJECTION: FLUSH
 AJ3591_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3591+STABILITY: POSITION/ELEVATION WELL
 AJ3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3591+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3591_ROD/PIPE-DEPTH:  4.9 meters
 AJ3591_SLEEVE-DEPTH  :  0.8 meters
 AJ3591
 AJ3591  HISTORY     - Date     Condition        Report By
 AJ3591  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3591
 AJ3591                          STATION DESCRIPTION
 AJ3591
 AJ3591'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3591'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3591'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 30
 AJ3591'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3591'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3591'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3591'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3591'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3591'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3591'LOCATED BETWEEN MILEPOST 3 AND MILEPOST 4, THENCE TURN RIGHT (EAST) ON
 AJ3591'TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WATER TANK AND CORRAL ON
 AJ3591'NORTH SIDE OF ROAD,THENCE CONTINUE EASTERLY ON DIRT ROAD FOR 1.9 MI
 AJ3591'(3.1 KM) TO A FORK IN ROAD, THENCE VEER RIGHT (NORTH EAST) AT FORK AND
 AJ3591'DRIVE 0.6 MI (1.0 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT AT FORK AND
 AJ3591'CONTINUE NORTHEASTERLY FOR 3.1 MI (5.0 KM) TO A FORK IN ROAD, THENCE
 AJ3591'BEAR RIGHT AT FORK AND DRIVE 0.6 MI (1.0 KM) TO ANOTHER FORK IN ROAD,
 AJ3591'THENCE BEAR RIGHT AT FORK AND CONTINUE SOUTHEASTERLY (PAST AN OLD
 AJ3591'BUILDING ON THE WEST SIDE OF ROAD) FOR 0.1 MI (0.2 KM) TO A DIRT
 AJ3591'RUNWAY, THENCE CONTINUE SOUTH OVER DIRT RUNWAY, PARK VEHICLE AND TO
 AJ3591'THE STATION AS DESCRIBED
 AJ3591'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3591'COMPRESSED ON A 16 FOOT (4.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3591'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3591'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GS2 1999, SURROUNDED WITH A
 AJ3591'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3591'MARKER
 AJ3591'STATION TIES - FURTHEST TO CLOSEST
 AJ3591'6.0 MI (9.7 KM) - NORTHEASTERLY OF EAGLE EYE ROAD
 AJ3591'3 FT (0.9 M) - NORTH OF CARSONITE WITNESS POST
 AJ3591'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3591'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3592 ***********************************************************************
 AJ3592  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3592  DESIGNATION -  4GU2
 AJ3592  PID         -  AJ3592
 AJ3592  STATE/COUNTY-  AZ/MARICOPA
 AJ3592  USGS QUAD   -  WELDON HILL (1990)
 AJ3592
 AJ3592                         *CURRENT SURVEY CONTROL
 AJ3592  ___________________________________________________________________
 AJ3592* NAD 83(1992)-  33 37 33.68862(N)    113 20 00.83250(W)     ADJUSTED  
 AJ3592* NAVD 88     -       452.58   (meters)    1484.8    (feet)  GPS OBS   
 AJ3592  ___________________________________________________________________
 AJ3592  X           -  -2,105,854.169 (meters)                     COMP
 AJ3592  Y           -  -4,881,864.524 (meters)                     COMP
 AJ3592  Z           -   3,512,215.286 (meters)                     COMP
 AJ3592  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AJ3592  ELLIP HEIGHT-         421.60  (meters)          (04/12/01) GPS OBS
 AJ3592  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3592
 AJ3592  HORZ ORDER  -  B
 AJ3592  ELLP ORDER  -  THIRD     CLASS II
 AJ3592
 AJ3592.The horizontal coordinates were established by GPS observations
 AJ3592.and adjusted by the National Geodetic Survey in April 2001..
 AJ3592
 AJ3592.The orthometric height was determined by GPS observations and a
 AJ3592.high-resolution geoid model using precise GPS observation and
 AJ3592.processing techniques.
 AJ3592
 AJ3592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3592
 AJ3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3592
 AJ3592.The ellipsoidal height was determined by GPS observations
 AJ3592.and is referenced to NAD 83.
 AJ3592
 AJ3592.The geoid height was determined by GEOID03.
 AJ3592
 AJ3592;                    North         East     Units Scale Factor Converg.
 AJ3592;SPC AZ C     -   292,077.284    81,897.269   MT  1.00011300   -0 47 05.1
 AJ3592;SPC AZ C     -   958,258.81    268,691.83   iFT  1.00011300   -0 47 05.1
 AJ3592;UTM  12      - 3,723,133.469   283,537.268   MT  1.00017769   -1 17 33.9
 AJ3592
 AJ3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3592!SPC AZ C     -   0.99993382  x   1.00011300  =   1.00004681
 AJ3592!UTM  12      -   0.99993382  x   1.00017769  =   1.00011150
 AJ3592
 AJ3592                          SUPERSEDED SURVEY CONTROL
 AJ3592
 AJ3592.No superseded survey control is available for this station.
 AJ3592
 AJ3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8353723133(NAD 83)
 AJ3592_MARKER: I = METAL ROD
 AJ3592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3592_STAMPING: 4GU2 1999
 AJ3592_MARK LOGO: MCDOT 
 AJ3592_PROJECTION: FLUSH
 AJ3592_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3592+STABILITY: POSITION/ELEVATION WELL
 AJ3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3592+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 AJ3592_ROD/PIPE-DEPTH:  7.3 meters
 AJ3592_SLEEVE-DEPTH  :  0.8 meters
 AJ3592
 AJ3592  HISTORY     - Date     Condition        Report By
 AJ3592  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3592  HISTORY     - 20060519 GOOD             GEOCAC
 AJ3592
 AJ3592                          STATION DESCRIPTION
 AJ3592
 AJ3592'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3592'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3592'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 31
 AJ3592'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3592'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3592'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3592'SALOME ROAD (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME ROAD
 AJ3592'AND DRIVE 6.3 MI (10.1 KM) TO THE POWER TRANSMISSION LINES, THENCE
 AJ3592'CONTINUE NORTHWEST FOR 1.3 MI (2.1 KM) TO THE NORTH SIDE OF GRANITE
 AJ3592'REEF AQUEDUCT, THENCE CONTINUE NORTHWEST FOR 1.1 MI (1.8 KM) TO
 AJ3592'STATION NUMBER 4FT2 LOCATED ON THE WEST SIDE OF SALOME ROAD, THENCE
 AJ3592'CONTINUE NORTHWEST ON SALOME ROAD FOR 1.4 MI (2.3 KM) TO EAGLE EYE
 AJ3592'ROAD, THENCE CONTINUE NORTHWEST ON SALOME ROAD FOR 2.2 MI (3.5 KM) ,
 AJ3592'PARK VEHICLE AND WALK 25 FT (7.6 M) NORTH OF EDGE OF PAVEMENT AND TO
 AJ3592'THE STATION AS DESCRIBED
 AJ3592'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3592'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3592'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3592'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GU2 1999, SURROUNDED WITH A
 AJ3592'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3592'MARKER
 AJ3592'STATION TIES - FURTHEST TO CLOSEST
 AJ3592'11.7 MI (18.8 KM) - NORTHWEST OF INTERSTATE 10 WESTBOUND LANES
 AJ3592'4.7 MI (7.6 KM) - NORTHWEST OF GRANITE REEF AQUEDUCT
 AJ3592'3.7 MI (6.0 KM) - NORTHWEST OF STATION NUMBER 4FT2
 AJ3592'2.2 MI (3.5 KM) - NORTHWEST OF EAGLE EYE ROAD
 AJ3592'25 FT (7.6 M) - NORTH OF THE EDGE OF PAVEMENT ON SALOME ROAD
 AJ3592'STATION IS JUST EAST OF A SIGN READING - LEAVING MARICOPA COUNTY
 AJ3592'1 FT (0.3 M) - SOUTHWEST OF CARSONITE WITNESS POST
 AJ3592'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3592'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3592
 AJ3592                          STATION RECOVERY (2006)
 AJ3592
 AJ3592'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3859 ***********************************************************************
 AJ3859  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3859  DESIGNATION -  4HB1
 AJ3859  PID         -  AJ3859
 AJ3859  STATE/COUNTY-  AZ/MARICOPA
 AJ3859  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3859
 AJ3859                         *CURRENT SURVEY CONTROL
 AJ3859  ___________________________________________________________________
 AJ3859* NAD 83(1992)-  33 40 55.86577(N)    112 21 10.53175(W)     ADJUSTED  
 AJ3859* NAVD 88     -       388.88   (meters)    1275.9    (feet)  GPS OBS   
 AJ3859  ___________________________________________________________________
 AJ3859  X           -  -2,020,662.087 (meters)                     COMP
 AJ3859  Y           -  -4,913,949.173 (meters)                     COMP
 AJ3859  Z           -   3,517,365.960 (meters)                     COMP
 AJ3859  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AJ3859  ELLIP HEIGHT-         358.94  (meters)          (04/12/01) GPS OBS
 AJ3859  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AJ3859
 AJ3859  HORZ ORDER  -  B
 AJ3859  ELLP ORDER  -  THIRD     CLASS II
 AJ3859
 AJ3859.The horizontal coordinates were established by GPS observations
 AJ3859.and adjusted by the National Geodetic Survey in April 2001..
 AJ3859
 AJ3859.The orthometric height was determined by GPS observations and a
 AJ3859.high-resolution geoid model using precise GPS observation and
 AJ3859.processing techniques.
 AJ3859
 AJ3859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3859
 AJ3859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3859
 AJ3859.The ellipsoidal height was determined by GPS observations
 AJ3859.and is referenced to NAD 83.
 AJ3859
 AJ3859.The geoid height was determined by GEOID03.
 AJ3859
 AJ3859;                    North         East     Units Scale Factor Converg.
 AJ3859;SPC AZ C     -   297,490.884   172,910.739   MT  0.99992016   -0 14 31.0
 AJ3859;SPC AZ C     -   976,019.96    567,292.45   iFT  0.99992016   -0 14 31.0
 AJ3859;UTM  12      - 3,727,739.410   374,592.370   MT  0.99979389   -0 45 01.5
 AJ3859
 AJ3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3859!SPC AZ C     -   0.99994365  x   0.99992016  =   0.99986382
 AJ3859!UTM  12      -   0.99994365  x   0.99979389  =   0.99973755
 AJ3859
 AJ3859                          SUPERSEDED SURVEY CONTROL
 AJ3859
 AJ3859.No superseded survey control is available for this station.
 AJ3859
 AJ3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7459227739(NAD 83)
 AJ3859_MARKER: I = METAL ROD
 AJ3859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3859_STAMPING: 4HB1 1999
 AJ3859_MARK LOGO: MCDOT 
 AJ3859_PROJECTION: FLUSH
 AJ3859_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3859+STABILITY: POSITION/ELEVATION WELL
 AJ3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3859+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3859_ROD/PIPE-DEPTH:  9.0 meters
 AJ3859_SLEEVE-DEPTH  :  0.8 meters
 AJ3859
 AJ3859  HISTORY     - Date     Condition        Report By
 AJ3859  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3859
 AJ3859                          STATION DESCRIPTION
 AJ3859
 AJ3859'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3859'THE STATION IS LOCATED WITHIN THE LIMITS OF SUN CITY WEST, TOWNSHIP 4
 AJ3859'NORTH, RANGE 1 WEST, SECTION 15
 AJ3859'OWNERSHIP - CITY OF SUN CITY WEST
 AJ3859'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3859'BELL ROAD, DRIVE EAST ON BELL ROAD 1.5 MI (2.4 KM) TO THE INTERSECTION
 AJ3859'OF EL MIRAGE ROAD AND BELL ROAD, THENCE TURN LEFT (NORTH) ONTO EL
 AJ3859'MIRAGE ROAD AND DRIVE 3.0 MI (4.8 KM) TO THE INTERSECTION OF DEER
 AJ3859'VALLEY ROAD AND EL MIRAGE ROAD, THENCE TURN LEFT (WEST) ONTO DEER
 AJ3859'VALLEY ROAD AND DRIVE WESTERLY 1.6 MI (2.6 KM) TO THE STATION ON THE
 AJ3859'LEFT 18 FT (5.5 M) SOUTH OF THE CURB
 AJ3859'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 29.5 FOOT
 AJ3859'(9.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3859'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3859'ACCESS COVER STAMPED 4HB1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3859'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3859'STATION TIES -
 AJ3859'18 FT (5.5 M) SOUTH OF A CURB ON THE SOUTH SIDE OF DEER VALLEY ROAD
 AJ3859'25 FT (7.6 M) EAST OF AN ASPHALT PARKING LOT OF A FIRE STATION FOR SUN
 AJ3859'CITY WEST
 AJ3859'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3859'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3860 ***********************************************************************
 AJ3860  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3860  DESIGNATION -  4HD1
 AJ3860  PID         -  AJ3860
 AJ3860  STATE/COUNTY-  AZ/MARICOPA
 AJ3860  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3860
 AJ3860                         *CURRENT SURVEY CONTROL
 AJ3860  ___________________________________________________________________
 AJ3860* NAD 83(1992)-  33 40 56.22517(N)    112 27 33.63628(W)     ADJUSTED  
 AJ3860* NAVD 88     -       424.68   (meters)    1393.3    (feet)  GPS OBS   
 AJ3860  ___________________________________________________________________
 AJ3860  X           -  -2,029,794.508 (meters)                     COMP
 AJ3860  Y           -  -4,910,209.461 (meters)                     COMP
 AJ3860  Z           -   3,517,395.007 (meters)                     COMP
 AJ3860  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AJ3860  ELLIP HEIGHT-         394.70  (meters)          (04/12/01) GPS OBS
 AJ3860  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3860
 AJ3860  HORZ ORDER  -  B
 AJ3860  ELLP ORDER  -  THIRD     CLASS II
 AJ3860
 AJ3860.The horizontal coordinates were established by GPS observations
 AJ3860.and adjusted by the National Geodetic Survey in April 2001..
 AJ3860
 AJ3860.The orthometric height was determined by GPS observations and a
 AJ3860.high-resolution geoid model using precise GPS observation and
 AJ3860.processing techniques.
 AJ3860
 AJ3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3860
 AJ3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3860
 AJ3860.The ellipsoidal height was determined by GPS observations
 AJ3860.and is referenced to NAD 83.
 AJ3860
 AJ3860.The geoid height was determined by GEOID03.
 AJ3860
 AJ3860;                    North         East     Units Scale Factor Converg.
 AJ3860;SPC AZ C     -   297,548.705   163,043.784   MT  0.99993120   -0 18 03.5
 AJ3860;SPC AZ C     -   976,209.66    534,920.55   iFT  0.99993120   -0 18 03.5
 AJ3860;UTM  12      - 3,727,884.775   364,727.461   MT  0.99982559   -0 48 34.0
 AJ3860
 AJ3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3860!SPC AZ C     -   0.99993804  x   0.99993120  =   0.99986924
 AJ3860!UTM  12      -   0.99993804  x   0.99982559  =   0.99976364
 AJ3860
 AJ3860                          SUPERSEDED SURVEY CONTROL
 AJ3860
 AJ3860.No superseded survey control is available for this station.
 AJ3860
 AJ3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6472727885(NAD 83)
 AJ3860_MARKER: I = METAL ROD
 AJ3860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3860_STAMPING: 4HD1 1999
 AJ3860_MARK LOGO: MCDOT 
 AJ3860_PROJECTION: FLUSH
 AJ3860_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3860+STABILITY: POSITION/ELEVATION WELL
 AJ3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3860+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AJ3860_ROD/PIPE-DEPTH:  4.4 meters
 AJ3860_SLEEVE-DEPTH  :  0.8 meters
 AJ3860
 AJ3860  HISTORY     - Date     Condition        Report By
 AJ3860  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3860  HISTORY     - 20060202 GOOD             EVANS
 AJ3860
 AJ3860                          STATION DESCRIPTION
 AJ3860
 AJ3860'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3860'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3860'RANGE 2 WEST, SECTION 15
 AJ3860'OWNERSHIP - MARICOPA COUNTY
 AJ3860'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3860'DEER VALLEY ROAD, DRIVE SOUTHWEST THEN WEST ON DEER VALLEY ROAD 2.5 MI
 AJ3860'(4.0 KM) TO THE STATION ON THE RIGHT (NORTH) 95 FT (29.0 M) FROM THE
 AJ3860'CENTERLINE OF THE ROAD
 AJ3860'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 14.4 FOOT
 AJ3860'(4.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3860'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3860'ACCESS COVER STAMPED 4HD1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3860'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3860'STATION TIES -
 AJ3860'95 FT (29.0 M) NORTH OF THE CENTERLINE OF THE CENTERLINE OF DEER
 AJ3860'VALLEY ROAD
 AJ3860'220 FT (67.1 M) EAST OF A BOX CULVERT UNDER DEER VALLEY ROAD
 AJ3860'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3860'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3860
 AJ3860                          STATION RECOVERY (2006)
 AJ3860
 AJ3860'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3861 ***********************************************************************
 AJ3861  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3861  DESIGNATION -  4HF3
 AJ3861  PID         -  AJ3861
 AJ3861  STATE/COUNTY-  AZ/MARICOPA
 AJ3861  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3861
 AJ3861                         *CURRENT SURVEY CONTROL
 AJ3861  ___________________________________________________________________
 AJ3861* NAD 83(1992)-  33 40 55.07004(N)    112 33 55.01967(W)     ADJUSTED  
 AJ3861* NAVD 88     -       465.33   (meters)    1526.7    (feet)  GPS OBS   
 AJ3861  ___________________________________________________________________
 AJ3861  X           -  -2,038,890.556 (meters)                     COMP
 AJ3861  Y           -  -4,906,497.438 (meters)                     COMP
 AJ3861  Z           -   3,517,387.928 (meters)                     COMP
 AJ3861  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AJ3861  ELLIP HEIGHT-         435.34  (meters)          (04/12/01) GPS OBS
 AJ3861  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3861
 AJ3861  HORZ ORDER  -  B
 AJ3861  ELLP ORDER  -  THIRD     CLASS II
 AJ3861
 AJ3861.The horizontal coordinates were established by GPS observations
 AJ3861.and adjusted by the National Geodetic Survey in April 2001..
 AJ3861
 AJ3861.The orthometric height was determined by GPS observations and a
 AJ3861.high-resolution geoid model using precise GPS observation and
 AJ3861.processing techniques.
 AJ3861
 AJ3861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3861
 AJ3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3861
 AJ3861.The ellipsoidal height was determined by GPS observations
 AJ3861.and is referenced to NAD 83.
 AJ3861
 AJ3861.The geoid height was determined by GEOID03.
 AJ3861
 AJ3861;                    North         East     Units Scale Factor Converg.
 AJ3861;SPC AZ C     -   297,569.753   153,220.821   MT  0.99994457   -0 21 35.0
 AJ3861;SPC AZ C     -   976,278.72    502,692.98   iFT  0.99994457   -0 21 35.0
 AJ3861;UTM  12      - 3,727,992.989   354,906.007   MT  0.99985954   -0 52 05.6
 AJ3861
 AJ3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3861!SPC AZ C     -   0.99993166  x   0.99994457  =   0.99987623
 AJ3861!UTM  12      -   0.99993166  x   0.99985954  =   0.99979121
 AJ3861
 AJ3861                          SUPERSEDED SURVEY CONTROL
 AJ3861
 AJ3861.No superseded survey control is available for this station.
 AJ3861
 AJ3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5490627993(NAD 83)
 AJ3861_MARKER: I = METAL ROD
 AJ3861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3861_STAMPING: 4HF3 1999
 AJ3861_MARK LOGO: MCDOT 
 AJ3861_PROJECTION: FLUSH
 AJ3861_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3861+STABILITY: POSITION/ELEVATION WELL
 AJ3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3861+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3861_ROD/PIPE-DEPTH: 15.8 meters
 AJ3861_SLEEVE-DEPTH  :  0.8 meters
 AJ3861
 AJ3861  HISTORY     - Date     Condition        Report By
 AJ3861  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3861
 AJ3861                          STATION DESCRIPTION
 AJ3861
 AJ3861'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3861'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3861'RANGE 3 WEST, SECTION 21
 AJ3861'OWNERSHIP - PRIVATE
 AJ3861'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND BELL
 AJ3861'ROAD, DRIVE WEST 9.5 MI (15.3 KM) ON BELL ROAD WHICH BECOMES SUN
 AJ3861'VALLEY PARKWAY TO THE INTERSECTION OF 243RD AVENUE AND SUN VALLEY
 AJ3861'PARKWAY BEING 0.9 MI (1.4 KM) WEST OF MILEPOST 126, THENCE TURN RIGHT
 AJ3861'(NORTH) ONTO 243RD AVENUE (DIRT ROAD) AND DRIVE 0.9 MI (1.4 KM) TO THE
 AJ3861'INTERSECTION OF A DIRT POWER LINE ROAD AND 243RD AVENUE , THENCE TURN
 AJ3861'RIGHT ONTO THE DIRT POWER LINE ROAD AND DRIVE EAST 1.0 MI (1.6 KM) TO
 AJ3861'THE INTERSECTION OF A SMALL UNMARKED DIRT ROAD AND THE DIRT POWER LINE
 AJ3861'ROAD, THENCE TURN LEFT (NORTH) ONTO THE SMALL DIRT ROAD AND DRIVE
 AJ3861'NORTHERLY, NORTHWESTERLY, AND WESTERLY (YOU WILL CROSS A SANDY WASH)
 AJ3861'TO THE STATION
 AJ3861'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 52.0 FOOT
 AJ3861'(15.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3861'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3861'ACCESS COVER STAMPED 4HF3 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3861'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3861'STATION TIES -
 AJ3861'175 FT (53.3 M) SOUTHWEST OF THE GLO MONUMENT MARKING THE CORNER OF
 AJ3861'SECTIONS 15, 16, 21, 22
 AJ3861'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3861'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3862 ***********************************************************************
 AJ3862  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3862  DESIGNATION -  4HH2
 AJ3862  PID         -  AJ3862
 AJ3862  STATE/COUNTY-  AZ/MARICOPA
 AJ3862  USGS QUAD   -  DAGGS TANK (1988)
 AJ3862
 AJ3862                         *CURRENT SURVEY CONTROL
 AJ3862  ___________________________________________________________________
 AJ3862* NAD 83(1992)-  33 41 07.37060(N)    112 39 25.37166(W)     ADJUSTED  
 AJ3862* NAVD 88     -       477.49   (meters)    1566.6    (feet)  GPS OBS   
 AJ3862  ___________________________________________________________________
 AJ3862  X           -  -2,046,669.021 (meters)                     COMP
 AJ3862  Y           -  -4,903,040.920 (meters)                     COMP
 AJ3862  Z           -   3,517,709.967 (meters)                     COMP
 AJ3862  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AJ3862  ELLIP HEIGHT-         447.35  (meters)          (04/12/01) GPS OBS
 AJ3862  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3862
 AJ3862  HORZ ORDER  -  B
 AJ3862  ELLP ORDER  -  THIRD     CLASS II
 AJ3862
 AJ3862.The horizontal coordinates were established by GPS observations
 AJ3862.and adjusted by the National Geodetic Survey in April 2001..
 AJ3862
 AJ3862.The orthometric height was determined by GPS observations and a
 AJ3862.high-resolution geoid model using precise GPS observation and
 AJ3862.processing techniques.
 AJ3862
 AJ3862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3862
 AJ3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3862
 AJ3862.The ellipsoidal height was determined by GPS observations
 AJ3862.and is referenced to NAD 83.
 AJ3862
 AJ3862.The geoid height was determined by GEOID03.
 AJ3862
 AJ3862;                    North         East     Units Scale Factor Converg.
 AJ3862;SPC AZ C     -   298,005.909   144,715.043   MT  0.99995807   -0 24 38.4
 AJ3862;SPC AZ C     -   977,709.68    474,786.89   iFT  0.99995807   -0 24 38.4
 AJ3862;UTM  12      - 3,728,504.583   346,405.083   MT  0.99989084   -0 55 09.2
 AJ3862
 AJ3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3862!SPC AZ C     -   0.99992978  x   0.99995807  =   0.99988785
 AJ3862!UTM  12      -   0.99992978  x   0.99989084  =   0.99982062
 AJ3862
 AJ3862                          SUPERSEDED SURVEY CONTROL
 AJ3862
 AJ3862.No superseded survey control is available for this station.
 AJ3862
 AJ3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4640528505(NAD 83)
 AJ3862_MARKER: I = METAL ROD
 AJ3862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3862_STAMPING: 4HH2 1999
 AJ3862_MARK LOGO: MCDOT 
 AJ3862_PROJECTION: FLUSH
 AJ3862_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3862+STABILITY: POSITION/ELEVATION WELL
 AJ3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3862+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3862_ROD/PIPE-DEPTH:  7.0 meters
 AJ3862_SLEEVE-DEPTH  :  0.8 meters
 AJ3862
 AJ3862  HISTORY     - Date     Condition        Report By
 AJ3862  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3862
 AJ3862                          STATION DESCRIPTION
 AJ3862
 AJ3862'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3862'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3862'RANGE 4 WEST, SECTION 15
 AJ3862'OWNERSHIP - PRIVATE
 AJ3862'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3862'PATTON ROAD, DRIVE WEST 9.6 MI (15.4 KM) ON PATTON ROAD TO THE
 AJ3862'INTERSECTION OF AKIN LANE (GRAVEL ROAD) AND PATTON ROAD, THENCE TURN
 AJ3862'LEFT (SOUTH) ONTO AKIN LANE AND DRIVE SOUTHERLY 2.0 MI (3.2 KM) TO THE
 AJ3862'INTERSECTION OF AN UNMARKED DIRT POWER LINE ROAD AND AKIN LANE, THENCE
 AJ3862'TURN LEFT (SOUTH) ONTO THE DIRT POWER LINE ROAD AND DRIVE THROUGH A
 AJ3862'BARBED WIRE GATE AND CONTINUE SOUTHERLY 1.7 MI (2.7 KM) TO THE
 AJ3862'INTERSECTION OF AN UNMARKED EAST-WEST DIRT ROAD, THENCE TURN RIGHT
 AJ3862'(WEST) AND DRIVE WESTERLY 0.4 MI (0.6 KM) TO THE INTERSECTION OF AN
 AJ3862'UNMARKED NORTH-SOUTH DIRT ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH)
 AJ3862'ONTO THE DIRT ROAD AND DRIVE 105 FT (32.0 M) TO THE STATION 45 FT
 AJ3862'(13.7 M) TO THE RIGHT (WEST) THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3862'COMPRESSED ON A 23.1 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3862'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3862'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HH2 1999, SURROUNDED
 AJ3862'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3862'CARSONITE MARKER
 AJ3862'STATION TIES -
 AJ3862'45 FT (13.7 M) WEST OF THE CENTERLINE OF A DIRT ROAD
 AJ3862'105 FT (32.0 M) SOUTH OF THE CENTERLINE OF A DIRT ROAD
 AJ3862'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3862'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3863 ***********************************************************************
 AJ3863  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3863  DESIGNATION -  4HJ2
 AJ3863  PID         -  AJ3863
 AJ3863  STATE/COUNTY-  AZ/MARICOPA
 AJ3863  USGS QUAD   -  STAR WELL (1989)
 AJ3863
 AJ3863                         *CURRENT SURVEY CONTROL
 AJ3863  ___________________________________________________________________
 AJ3863* NAD 83(1992)-  33 40 59.41511(N)    112 46 43.37436(W)     ADJUSTED  
 AJ3863* NAVD 88     -       460.25   (meters)    1510.0    (feet)  GPS OBS   
 AJ3863  ___________________________________________________________________
 AJ3863  X           -  -2,057,123.009 (meters)                     COMP
 AJ3863  Y           -  -4,898,795.741 (meters)                     COMP
 AJ3863  Z           -   3,517,496.323 (meters)                     COMP
 AJ3863  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AJ3863  ELLIP HEIGHT-         429.91  (meters)          (04/12/01) GPS OBS
 AJ3863  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AJ3863
 AJ3863  HORZ ORDER  -  B
 AJ3863  ELLP ORDER  -  THIRD     CLASS II
 AJ3863
 AJ3863.The horizontal coordinates were established by GPS observations
 AJ3863.and adjusted by the National Geodetic Survey in April 2001..
 AJ3863
 AJ3863.The orthometric height was determined by GPS observations and a
 AJ3863.high-resolution geoid model using precise GPS observation and
 AJ3863.processing techniques.
 AJ3863
 AJ3863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3863
 AJ3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3863
 AJ3863.The ellipsoidal height was determined by GPS observations
 AJ3863.and is referenced to NAD 83.
 AJ3863
 AJ3863.The geoid height was determined by GEOID03.
 AJ3863
 AJ3863;                    North         East     Units Scale Factor Converg.
 AJ3863;SPC AZ C     -   297,848.311   133,432.209   MT  0.99997873   -0 28 41.2
 AJ3863;SPC AZ C     -   977,192.62    437,769.71   iFT  0.99997873   -0 28 41.2
 AJ3863;UTM  12      - 3,728,447.144   335,121.920   MT  0.99993514   -0 59 12.1
 AJ3863
 AJ3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3863!SPC AZ C     -   0.99993251  x   0.99997873  =   0.99991124
 AJ3863!UTM  12      -   0.99993251  x   0.99993514  =   0.99986766
 AJ3863
 AJ3863                          SUPERSEDED SURVEY CONTROL
 AJ3863
 AJ3863.No superseded survey control is available for this station.
 AJ3863
 AJ3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3512228447(NAD 83)
 AJ3863_MARKER: I = METAL ROD
 AJ3863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3863_STAMPING: 4HJ2 1999
 AJ3863_MARK LOGO: MCDOT 
 AJ3863_PROJECTION: FLUSH
 AJ3863_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3863+STABILITY: POSITION/ELEVATION WELL
 AJ3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3863+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3863_ROD/PIPE-DEPTH:  4.0 meters
 AJ3863_SLEEVE-DEPTH  :  0.8 meters
 AJ3863
 AJ3863  HISTORY     - Date     Condition        Report By
 AJ3863  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3863
 AJ3863                          STATION DESCRIPTION
 AJ3863
 AJ3863'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3863'THE STATION IS LOCATED ABOUT 24.4 MI (39.3 KM) NORTHWEST OF THE TOWN
 AJ3863'OF BUCKEYE, TOWNSHIP 4 NORTH, RANGE 5 WEST, SECTION 16
 AJ3863'OWNERSHIP - STATE LAND DEPT
 AJ3863'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3863'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3863'INTERSECTION OF INDIAN SCHOOL ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3863'(WEST) ONTO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3863'INTERSECTION OF 355TH AVENUE AND INDIAN SCHOOL ROAD, THENCE TURN RIGHT
 AJ3863'(NORTH) ONTO 355TH AVENUE AND DRIVE NORTHERLY 12.4 MI (20.0 KM)
 AJ3863'(NOTE-AT 3.5 MI (5.6 KM) 355TH AVENUE BECOMES WICKENBURG-HASSAYAMPA
 AJ3863'ROAD) TO THE INTERSECTION OF AN EAST-WEST DIRT ROAD AND
 AJ3863'WICKENBURG-HASSAYAMPA ROAD JUST PRIOR TO REACHING A CATTLE GUARD AND A
 AJ3863'BARBED WIRE FENCE AT A POINT 0.4 MI (0.6 KM) NORTHWESTERLY OF MILEPOST
 AJ3863'12, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD JUST SOUTH OF THE
 AJ3863'FENCE LINE AND DRIVE EASTERLY 1.0 MI (1.6 KM) TO THE CORNER OF THE
 AJ3863'FENCE, THENCE TURN LEFT (NORTH) ON THE EAST SIDE OF THE BARBED WIRE
 AJ3863'FENCE AND CONTINUE DRIVING ON THE DIRT ROAD NORTHERLY 1.0 MI (1.6 KM)
 AJ3863'TO THE INTERSECTION OF AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN
 AJ3863'RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.4 MI (0.6 KM) TO
 AJ3863'A BEND IN THE ROAD TO THE NORTH, THENCE CONTINUE DRIVING THE ROAD
 AJ3863'NORTHERLY 0.1 MI (0.2 KM) TO A SHARP RIGHT TURN IN THE ROAD SOUTH OF A
 AJ3863'WELL SITE AND ABANDON BUILDING, THENCE STAY TO THE RIGHT AND CONTINUE
 AJ3863'DRIVING SOUTHEASTERLY ON THE DIRT ROAD 0.1 MI (0.2 KM) TO A BEND IN
 AJ3863'THE ROAD TO THE LEFT (EAST) , THENCE TURN LEFT (EASTERLY) ONTO THE
 AJ3863'DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO AN INTERSECTION OF AN UNMARKED
 AJ3863'DIRT POWER LINE ROAD, THENCE TURN RIGHT ONTO THE DIRT POWER LINE ROAD
 AJ3863'AND DRIVE 0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT
 AJ3863'AND DEPART THE DIRT POWER LINE ROAD AND DRIVE NORTHEASTERLY ON AN
 AJ3863'UNMARKED DIRT ROAD 1.0 MI (1.6 KM) TO A FENCED WATER HOLE, THENCE
 AJ3863'CONTINUE ON THE SAME ROAD EASTERLY AND SOUTHEASTERLY 0.2 MI (0.3 KM)
 AJ3863'TO ANOTHER WATER HOLE, THENCE CONTINUE PAST THE WATERHOLE ON THE SAME
 AJ3863'ROAD 0.1 MI (0.2 KM) TO THE STATION 37 FT (11.3 M) TO THE LEFT (EAST)
 AJ3863'OF THE CENTERLINE OF THE DIRT ROAD
 AJ3863'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 13 FOOT (4.0
 AJ3863'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3863'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3863'COVER STAMPED 4HJ2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3863'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3863'STATION TIES -
 AJ3863'450 FT (137.2 M) SOUTH OF THE SOUTHEAST FENCE CORNER OF A FENCED
 AJ3863'WATERHOLE
 AJ3863'37 FT (11.3 M) EAST OF A DIRT ROAD
 AJ3863'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3863'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3593 ***********************************************************************
 AJ3593  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3593  DESIGNATION -  4HL1
 AJ3593  PID         -  AJ3593
 AJ3593  STATE/COUNTY-  AZ/MARICOPA
 AJ3593  USGS QUAD   -  STAR WELL (1989)
 AJ3593
 AJ3593                         *CURRENT SURVEY CONTROL
 AJ3593  ___________________________________________________________________
 AJ3593* NAD 83(1992)-  33 41 08.98137(N)    112 50 58.44257(W)     ADJUSTED  
 AJ3593* NAVD 88     -       493.73   (meters)    1619.8    (feet)  GPS OBS   
 AJ3593  ___________________________________________________________________
 AJ3593  X           -  -2,063,126.634 (meters)                     COMP
 AJ3593  Y           -  -4,896,123.130 (meters)                     COMP
 AJ3593  Z           -   3,517,760.134 (meters)                     COMP
 AJ3593  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AJ3593  ELLIP HEIGHT-         463.34  (meters)          (04/12/01) GPS OBS
 AJ3593  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AJ3593
 AJ3593  HORZ ORDER  -  B
 AJ3593  ELLP ORDER  -  THIRD     CLASS II
 AJ3593
 AJ3593.The horizontal coordinates were established by GPS observations
 AJ3593.and adjusted by the National Geodetic Survey in April 2001..
 AJ3593
 AJ3593.The orthometric height was determined by GPS observations and a
 AJ3593.high-resolution geoid model using precise GPS observation and
 AJ3593.processing techniques.
 AJ3593
 AJ3593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3593
 AJ3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3593
 AJ3593.The ellipsoidal height was determined by GPS observations
 AJ3593.and is referenced to NAD 83.
 AJ3593
 AJ3593.The geoid height was determined by GEOID03.
 AJ3593
 AJ3593;                    North         East     Units Scale Factor Converg.
 AJ3593;SPC AZ C     -   298,200.110   126,865.341   MT  0.99999220   -0 31 02.8
 AJ3593;SPC AZ C     -   978,346.82    416,224.87   iFT  0.99999220   -0 31 02.8
 AJ3593;UTM  12      - 3,728,857.207   328,558.674   MT  0.99996236   -1 01 33.9
 AJ3593
 AJ3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3593!SPC AZ C     -   0.99992727  x   0.99999220  =   0.99991947
 AJ3593!UTM  12      -   0.99992727  x   0.99996236  =   0.99988963
 AJ3593
 AJ3593                          SUPERSEDED SURVEY CONTROL
 AJ3593
 AJ3593.No superseded survey control is available for this station.
 AJ3593
 AJ3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2855928857(NAD 83)
 AJ3593_MARKER: I = METAL ROD
 AJ3593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3593+WITH SETTING: INFORMATION.
 AJ3593_STAMPING: 4HL1 1999
 AJ3593_MARK LOGO: MCDOT 
 AJ3593_PROJECTION: FLUSH
 AJ3593_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3593+STABILITY: POSITION/ELEVATION WELL
 AJ3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3593+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3593_ROD/PIPE-DEPTH:  2.9 meters
 AJ3593_SLEEVE-DEPTH  :  0.8 meters
 AJ3593
 AJ3593  HISTORY     - Date     Condition        Report By
 AJ3593  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3593
 AJ3593                          STATION DESCRIPTION
 AJ3593
 AJ3593'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3593'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3593'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 14
 AJ3593'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3593'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3593'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3593'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3593'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3593'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3593'10 (AT THIS POINT 355TH AVE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3593'CONTINUE NORTH ON WICKENBURG HIGHWAY FOR 9.5 MI (15.3 KM) TO MILE POST
 AJ3593'13, THENCE CONTINUING NORTH ON WICKENBURG HIGHWAY FOR 0.9 MI (1.4 KM)
 AJ3593'AND MERGING ONTO SHOULDER ON THE EAST SIDE OF HIGHWAY (0.1 MI SOUTH OF
 AJ3593'MILE POST 14) AND TO THE STATION AS DESCRIBED
 AJ3593'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3593'COMPRESSED ON A 9.4 FOOT (2.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3593'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3593'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HL1 1999, SURROUNDED
 AJ3593'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3593'CARSONITE MARKER
 AJ3593'STATION TIES - FURTHEST TO CLOSEST
 AJ3593'0.9 MI (1.4 KM) - NORTH OF MILE POST 13
 AJ3593'0.1 MI (0.2 KM) - SOUTH OF MILE POST 14
 AJ3593'53.0 FT (16.1 M) - NORTHEAST OF WICKENBURG HIGHWAY AT 0.1 MI (0.2 KM)
 AJ3593'SOUTH OF MILE POST 14)
 AJ3593'49.6 FT (15.1 M) - NORTHEAST OF U.S.G.S. BENCHMARK BRASS CAP IN
 AJ3593'CONCRETE, 0.7 FT (21.3 CM) ABOVE GROUND, STAMPED 28.WLS 1957 ELEV 1619
 AJ3593'FEET
 AJ3593'5 FT (1.5 M) - SOUTHWESTERLY OF BARBED WIRE FENCE
 AJ3593'6 FT (1.8 M) - NORTH OF CARSONITE WITNESS POST
 AJ3593'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3593'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3594 ***********************************************************************
 AJ3594  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3594  DESIGNATION -  4HN2
 AJ3594  PID         -  AJ3594
 AJ3594  STATE/COUNTY-  AZ/MARICOPA
 AJ3594  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3594
 AJ3594                         *CURRENT SURVEY CONTROL
 AJ3594  ___________________________________________________________________
 AJ3594* NAD 83(1992)-  33 40 49.15552(N)    112 58 19.83847(W)     ADJUSTED  
 AJ3594* NAVD 88     -       627.80   (meters)    2059.7    (feet)  GPS OBS   
 AJ3594  ___________________________________________________________________
 AJ3594  X           -  -2,073,775.105 (meters)                     COMP
 AJ3594  Y           -  -4,892,111.554 (meters)                     COMP
 AJ3594  Z           -   3,517,326.135 (meters)                     COMP
 AJ3594  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ3594  ELLIP HEIGHT-         597.37  (meters)          (04/12/01) GPS OBS
 AJ3594  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ3594
 AJ3594  HORZ ORDER  -  B
 AJ3594  ELLP ORDER  -  THIRD     CLASS II
 AJ3594
 AJ3594.The horizontal coordinates were established by GPS observations
 AJ3594.and adjusted by the National Geodetic Survey in April 2001..
 AJ3594
 AJ3594.The orthometric height was determined by GPS observations and a
 AJ3594.high-resolution geoid model using precise GPS observation and
 AJ3594.processing techniques.
 AJ3594
 AJ3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3594
 AJ3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3594
 AJ3594.The ellipsoidal height was determined by GPS observations
 AJ3594.and is referenced to NAD 83.
 AJ3594
 AJ3594.The geoid height was determined by GEOID03.
 AJ3594
 AJ3594;                    North         East     Units Scale Factor Converg.
 AJ3594;SPC AZ C     -   297,698.715   115,490.745   MT  1.00001805   -0 35 07.4
 AJ3594;SPC AZ C     -   976,701.82    378,906.64   iFT  1.00001805   -0 35 07.4
 AJ3594;UTM  12      - 3,728,456.811   317,180.279   MT  1.00001206   -1 05 38.4
 AJ3594
 AJ3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3594!SPC AZ C     -   0.99990623  x   1.00001805  =   0.99992428
 AJ3594!UTM  12      -   0.99990623  x   1.00001206  =   0.99991829
 AJ3594
 AJ3594                          SUPERSEDED SURVEY CONTROL
 AJ3594
 AJ3594.No superseded survey control is available for this station.
 AJ3594
 AJ3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1718028457(NAD 83)
 AJ3594_MARKER: I = METAL ROD
 AJ3594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3594+WITH SETTING: INFORMATION.
 AJ3594_STAMPING: 4HN2 1999
 AJ3594_MARK LOGO: MCDOT 
 AJ3594_PROJECTION: FLUSH
 AJ3594_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3594+STABILITY: POSITION/ELEVATION WELL
 AJ3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3594+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3594_ROD/PIPE-DEPTH:  1.2 meters
 AJ3594_SLEEVE-DEPTH  :  0.8 meters
 AJ3594
 AJ3594  HISTORY     - Date     Condition        Report By
 AJ3594  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3594
 AJ3594                          STATION DESCRIPTION
 AJ3594
 AJ3594'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3594'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3594'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 14
 AJ3594'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3594'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3594'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3594'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3594'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3594'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3594'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3594'10 (AT THIS POINT 355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3594'CONTINUING NORTH ON WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO AN
 AJ3594'INTERSECTION OF VULTURE MINE ROAD AND WICKENBURG HIGHWAY, THENCE TURN
 AJ3594'LEFT (SOUTHWEST) ON TO VULTURE MINE ROAD CONTINUING SOUTHWEST THROUGH
 AJ3594'JACK RABBIT WASH AND A SECOND UNNAMED WASH FOR 1.7 MI (2.7 KM) TO A
 AJ3594'FORK IN THE ROAD, THENCE BEAR RIGHT (WEST) AT THE FORK AND DRIVE 0.2
 AJ3594'MI (0.3 KM)TO A FORK IN ROAD, THENCE VEER LEFT AT FORK AND DRIVE 0.5
 AJ3594'MI (0.8 KM) TO ANOTHER FORK IN THE ROAD, THENCE VEER LEFT AND DRIVE
 AJ3594'0.1 MI (0.16 KM) TO COYOTE WASH AND SMALL FORK IN ROAD, THENCE VEER
 AJ3594'RIGHT AND CONTINUE WEST ON UNNAMED DIRT ROAD FOR 0.6 MI (1.0 KM) TO A
 AJ3594'CATTLE GUARD CROSSING ROAD, THENCE CONTINUING WEST FOR 2.8 MI (4.5 KM)
 AJ3594'(PASSING SEVERAL SMALLER DIRT OFF SHOOT DIRT ROADS ALONG THE WAY) TO A
 AJ3594'SMALL WASH AND FORK IN THE ROAD JUST PAST A WINDMILL/WELL AND CORRAL
 AJ3594'100 FT (30.5 M) NORTH OF DIRT ROAD, THENCE VEERING RIGHT AT FORK AND
 AJ3594'CONTINUE WESTERLY ON DIRT ROAD FOR ANOTHER 0.5 MI (0.8 KM) AND TO THE
 AJ3594'STATION AS DESCRIBED
 AJ3594'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3594'COMPRESSED ON A 3.8 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3594'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3594'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HN2 1999, SURROUNDED
 AJ3594'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3594'CARSONITE MARKER
 AJ3594'STATION TIES - FURTHEST TO CLOSEST
 AJ3594'3.3 MI (5.3 KM) - WEST OF A CATTLE GUARD AND BARBED WIRE FENCE JUST
 AJ3594'WEST OF COYOTE WASH
 AJ3594'0.7 MI (1.1 KM) - WEST OF A WINDMILL, WELL AND CORRAL 100 FEET (30.5
 AJ3594'M) NORTH OF ROAD
 AJ3594'73 FT (22.3 M) - NORTH OF DIRT ROAD
 AJ3594'6 FT (1.8 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3594'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3594'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3595 ***********************************************************************
 AJ3595  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3595  DESIGNATION -  4HP2
 AJ3595  PID         -  AJ3595
 AJ3595  STATE/COUNTY-  AZ/MARICOPA
 AJ3595  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3595
 AJ3595                         *CURRENT SURVEY CONTROL
 AJ3595  ___________________________________________________________________
 AJ3595* NAD 83(1992)-  33 41 27.18957(N)    113 05 36.95197(W)     ADJUSTED  
 AJ3595* NAVD 88     -       846.37   (meters)    2776.8    (feet)  GPS OBS   
 AJ3595  ___________________________________________________________________
 AJ3595  X           -  -2,083,954.103 (meters)                     COMP
 AJ3595  Y           -  -4,887,275.204 (meters)                     COMP
 AJ3595  Z           -   3,518,422.531 (meters)                     COMP
 AJ3595  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3595  ELLIP HEIGHT-         815.91  (meters)          (04/12/01) GPS OBS
 AJ3595  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AJ3595
 AJ3595  HORZ ORDER  -  B
 AJ3595  ELLP ORDER  -  THIRD     CLASS II
 AJ3595
 AJ3595.The horizontal coordinates were established by GPS observations
 AJ3595.and adjusted by the National Geodetic Survey in April 2001..
 AJ3595
 AJ3595.The orthometric height was determined by GPS observations and a
 AJ3595.high-resolution geoid model using precise GPS observation and
 AJ3595.processing techniques.
 AJ3595
 AJ3595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3595
 AJ3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3595
 AJ3595.The ellipsoidal height was determined by GPS observations
 AJ3595.and is referenced to NAD 83.
 AJ3595
 AJ3595.The geoid height was determined by GEOID03.
 AJ3595
 AJ3595;                    North         East     Units Scale Factor Converg.
 AJ3595;SPC AZ C     -   298,992.185   104,245.148   MT  1.00004673   -0 39 10.5
 AJ3595;SPC AZ C     -   980,945.49    342,011.64   iFT  1.00004673   -0 39 10.5
 AJ3595;UTM  12      - 3,729,850.079   305,946.545   MT  1.00006426   -1 09 42.1
 AJ3595
 AJ3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3595!SPC AZ C     -   0.99987193  x   1.00004673  =   0.99991865
 AJ3595!UTM  12      -   0.99987193  x   1.00006426  =   0.99993618
 AJ3595
 AJ3595                          SUPERSEDED SURVEY CONTROL
 AJ3595
 AJ3595.No superseded survey control is available for this station.
 AJ3595
 AJ3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0594729850(NAD 83)
 AJ3595_MARKER: DD = SURVEY DISK
 AJ3595_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3595_STAMPING: 4HP2 1999
 AJ3595_MARK LOGO: MCDOT 
 AJ3595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3595+STABILITY: POSITION/ELEVATION WELL
 AJ3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3595+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3595
 AJ3595  HISTORY     - Date     Condition        Report By
 AJ3595  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3595
 AJ3595                          STATION DESCRIPTION
 AJ3595
 AJ3595'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3595'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3595'PHOENIX, TOWNSHIP 04 NORTH, RANGE 08 WEST, SECTION 17
 AJ3595'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3595'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3595'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3595'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3595'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3595'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A DIRT
 AJ3595'ROAD, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE 12.0 MI (19.3
 AJ3595'KM) SOUTHEASTERLY TO A HILL WITH A MICROWAVE TOWER AND THE MONUMENT AS
 AJ3595'DESCRIBED (JUST BEFORE YOU REACH THE MICROWAVE TOWER AND MONUMENT THE
 AJ3595'ROAD BEND AROUND TO THE WEST FROM THE SOUTHEASTERLY DIRECTION
 AJ3595'MENTIONED ABOVE)
 AJ3595'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3595'COUNTY D.O.T.  BRASS DISK, STAMPED 4HP2 1999, SET IN BEDROCK, NO
 AJ3595'CARSONITE WITNESS POST
 AJ3595'STATION TIES - FURTHEST TO CLOSEST
 AJ3595'22.7 MI (36.5 KM) - SOUTHEASTERLY OF US 60
 AJ3595'12.0 MI (19.3 KM) - SOUTHEASTERLY OF EAGLE EYE ROAD
 AJ3595'150 FT (45.7 M) - EAST OF MICROWAVE STATION LOCATED ON SOUTH SIDE OF
 AJ3595'DIRT ROAD INSIDE CHAIN LINK FENCE
 AJ3595'30 FT (9.1 M) - NORTH OF BARBED WIRE FENCE LOCATED ON SOUTH SIDE OF
 AJ3595'DIRT ROAD BEHIND HILL
 AJ3595'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3595'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3596 ***********************************************************************
 AJ3596  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3596  DESIGNATION -  4HR3
 AJ3596  PID         -  AJ3596
 AJ3596  STATE/COUNTY-  AZ/MARICOPA
 AJ3596  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3596
 AJ3596                         *CURRENT SURVEY CONTROL
 AJ3596  ___________________________________________________________________
 AJ3596* NAD 83(1992)-  33 41 41.88264(N)    113 13 21.67233(W)     ADJUSTED  
 AJ3596* NAVD 88     -       593.89   (meters)    1948.5    (feet)  GPS OBS   
 AJ3596  ___________________________________________________________________
 AJ3596  X           -  -2,094,778.072 (meters)                     COMP
 AJ3596  Y           -  -4,882,143.656 (meters)                     COMP
 AJ3596  Z           -   3,518,659.104 (meters)                     COMP
 AJ3596  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3596  ELLIP HEIGHT-         563.32  (meters)          (04/12/01) GPS OBS
 AJ3596  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3596
 AJ3596  HORZ ORDER  -  B
 AJ3596  ELLP ORDER  -  THIRD     CLASS II
 AJ3596
 AJ3596.The horizontal coordinates were established by GPS observations
 AJ3596.and adjusted by the National Geodetic Survey in April 2001..
 AJ3596
 AJ3596.The orthometric height was determined by GPS observations and a
 AJ3596.high-resolution geoid model using precise GPS observation and
 AJ3596.processing techniques.
 AJ3596
 AJ3596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3596
 AJ3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3596
 AJ3596.The ellipsoidal height was determined by GPS observations
 AJ3596.and is referenced to NAD 83.
 AJ3596
 AJ3596.The geoid height was determined by GEOID03.
 AJ3596
 AJ3596;                    North         East     Units Scale Factor Converg.
 AJ3596;SPC AZ C     -   299,588.763    92,282.097   MT  1.00008067   -0 43 28.7
 AJ3596;SPC AZ C     -   982,902.77    302,762.79   iFT  1.00008067   -0 43 28.7
 AJ3596;UTM  12      - 3,730,552.895   293,988.904   MT  1.00012324   -1 14 00.7
 AJ3596
 AJ3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3596!SPC AZ C     -   0.99991157  x   1.00008067  =   0.99999224
 AJ3596!UTM  12      -   0.99991157  x   1.00012324  =   1.00003480
 AJ3596
 AJ3596                          SUPERSEDED SURVEY CONTROL
 AJ3596
 AJ3596.No superseded survey control is available for this station.
 AJ3596
 AJ3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9398930553(NAD 83)
 AJ3596_MARKER: DD = SURVEY DISK
 AJ3596_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3596_STAMPING: 4HR3 1999
 AJ3596_MARK LOGO: MCDOT 
 AJ3596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3596+STABILITY: POSITION/ELEVATION WELL
 AJ3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3596+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3596
 AJ3596  HISTORY     - Date     Condition        Report By
 AJ3596  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3596
 AJ3596                          STATION DESCRIPTION
 AJ3596
 AJ3596'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3596'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3596'PHOENIX, TOWNSHIP 04 NORTH, RANGE 09 WEST, SECTION 18
 AJ3596'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3596'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3596'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3596'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3596'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3596'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.5 MI (20.1 KM) NORTH THEN
 AJ3596'EAST (PAST A HILL WITH AN OLD MINE ON EAST SIDE OF ROAD) TO A DIRT
 AJ3596'ROAD (THIS DIRT ROAD IS LOCATED 0.5 MI (0.8 KM) SOUTHWEST OF LITTLE
 AJ3596'HORN PEAK ROAD) ,THENCE TURN RIGHT (SOUTHEAST) ON TO DIRT ROAD
 AJ3596'CROSSING TIGER WASH AND DRIVE 0.2 MI (0.3 KM) TO A DIRT ROAD, THENCE
 AJ3596'TURN RIGHT (SOUTHWESTERLY) ON TO DIRT ROAD AND DRIVE 8.4 MI (13.5 KM)
 AJ3596'(THE ROAD WILL MEANDERING TO THE SOUTH, EAST AND END UP HEADING IN A
 AJ3596'NORTHEASTERLY DIRECTION, PASSING STATION NUMBER 4IS2 ON SOUTH SIDE OF
 AJ3596'ROAD AND PASSING BETWEEN THE MOUNTAINS) TO A DIRT ROAD LOCATED 100 FT
 AJ3596'(30.5 M) WEST OF A STOP SIGN, THENCE TURN LEFT (NORTH) ON TO DIRT ROAD
 AJ3596'AND DRIVE 0.2 MI (0.3 KM) TO A HILL ON THE EAST SIDE, THENCE PARK
 AJ3596'VEHICLE AND HIKE EAST 500 FT (152.4 M) TO TOP OF HILL AND TO THE
 AJ3596'STATION AS DESCRIBED
 AJ3596'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3596'COUNTY D.O.T.  BRASS DISK, STAMPED 4HR3 1999, SET IN BEDROCK, NO
 AJ3596'CARSONITE WITNESS POST
 AJ3596'STATION TIES - FURTHEST TO CLOSEST
 AJ3596'8.8 MI (14.2 KM) - SOUTHEASTERLY OF TIGER WASH
 AJ3596'8.8 MI (14.2 KM) - SOUTHEASTERLY OF EAGLE EYE ROAD
 AJ3596'0.2 MI (0.3 KM) - NORTH OF DIRT ROAD
 AJ3596'500 FT (152.4 M) - EAST OF DIRT ROAD AT TOP OF HILL
 AJ3596'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3596'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3597 ***********************************************************************
 AJ3597  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3597  DESIGNATION -  4HT3
 AJ3597  PID         -  AJ3597
 AJ3597  STATE/COUNTY-  AZ/MARICOPA
 AJ3597  USGS QUAD   -  WELDON HILL (1990)
 AJ3597
 AJ3597                         *CURRENT SURVEY CONTROL
 AJ3597  ___________________________________________________________________
 AJ3597* NAD 83(1992)-  33 41 07.84292(N)    113 16 07.54480(W)     ADJUSTED  
 AJ3597* NAVD 88     -       519.60   (meters)    1704.7    (feet)  GPS OBS   
 AJ3597  ___________________________________________________________________
 AJ3597  X           -  -2,098,908.869 (meters)                     COMP
 AJ3597  Y           -  -4,880,935.142 (meters)                     COMP
 AJ3597  Z           -   3,517,745.144 (meters)                     COMP
 AJ3597  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AJ3597  ELLIP HEIGHT-         488.94  (meters)          (04/12/01) GPS OBS
 AJ3597  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AJ3597
 AJ3597  HORZ ORDER  -  B
 AJ3597  ELLP ORDER  -  THIRD     CLASS II
 AJ3597
 AJ3597.The horizontal coordinates were established by GPS observations
 AJ3597.and adjusted by the National Geodetic Survey in April 2001..
 AJ3597
 AJ3597.The orthometric height was determined by GPS observations and a
 AJ3597.high-resolution geoid model using precise GPS observation and
 AJ3597.processing techniques.
 AJ3597
 AJ3597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3597
 AJ3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3597
 AJ3597.The ellipsoidal height was determined by GPS observations
 AJ3597.and is referenced to NAD 83.
 AJ3597
 AJ3597.The geoid height was determined by GEOID03.
 AJ3597
 AJ3597;                    North         East     Units Scale Factor Converg.
 AJ3597;SPC AZ C     -   298,594.967    87,996.500   MT  1.00009369   -0 45 00.1
 AJ3597;SPC AZ C     -   979,642.28    288,702.43   iFT  1.00009369   -0 45 00.1
 AJ3597;UTM  12      - 3,729,597.152   289,694.449   MT  1.00014528   -1 15 31.7
 AJ3597
 AJ3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3597!SPC AZ C     -   0.99992325  x   1.00009369  =   1.00001693
 AJ3597!UTM  12      -   0.99992325  x   1.00014528  =   1.00006852
 AJ3597
 AJ3597                          SUPERSEDED SURVEY CONTROL
 AJ3597
 AJ3597.No superseded survey control is available for this station.
 AJ3597
 AJ3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8969429597(NAD 83)
 AJ3597_MARKER: DD = SURVEY DISK
 AJ3597_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3597_STAMPING: 4HT3 1999
 AJ3597_MARK LOGO: MCDOT 
 AJ3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3597+STABILITY: POSITION/ELEVATION WELL
 AJ3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3597+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3597
 AJ3597  HISTORY     - Date     Condition        Report By
 AJ3597  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3597
 AJ3597                          STATION DESCRIPTION
 AJ3597
 AJ3597'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3597'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3597'PHOENIX, TOWNSHIP 04 NORTH, RANGE 10 WEST, SECTION 15
 AJ3597'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3597'4 WHEEL DRIVE VEHICLE WILL BE NEEDED TO REACH STATION
 AJ3597'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3597'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3597'SALOME ROAD, THENCE TURN RIGHT (NORTHWEST) ON TO SALOME ROAD AND DRIVE
 AJ3597'9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3597'EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD 0.7 MI (1.1
 AJ3597'KM) NORTH OF MILE POST 03, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3597'AND DRIVE EASTERLY 0.4 MI (0.6 KM) TO A TANK AND CORRAL ON NORTH SIDE
 AJ3597'OF ROAD, THENCE CONTINUE TO DRIVE EASTERLY THEN NORTHEASTERLY ON THE
 AJ3597'DIRT FOR 1.8 MI (2.9 KM) TO A FORK IN THE ROAD, THENCE VEER LEFT AT
 AJ3597'THE FORK AND DRIVE NORTHERLY FOR 0.4 MI (0.6 KM) TO A UNNAMED DIRT
 AJ3597'ROAD ON RIGHT (WEST) SIDE (YOU WILL PASS THROUGH 2 WASHES ALONG THE
 AJ3597'WAY, THE FIRST AT 0.1 MI FROM FORK AND THE OTHER AT 0.2 MI FROM FORK),
 AJ3597'THENCE TURN LEFT (NORTHWESTERLY) ON TO A JEEP TRAIL AND DRIVE
 AJ3597'WEST-NORTHWEST FOR 0.3 MI (0.5 KM) AND PARK, THENCE HIKE (WEST) 250 FT
 AJ3597'(76.2 M) UP HILL AND TO THE STATION AS DESCRIBED
 AJ3597'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3597'COUNTY D.O.T.  BRASS DISK, STAMPED 4HT3 1999, SET IN ROCK OUTCROPPING,
 AJ3597'NO CARSONITE WITNESS POST
 AJ3597'STATION TIES - FURTHEST TO CLOSEST
 AJ3597'250 FT (76.2 M) - WEST OF THE END OF THE JEEP TRAIL/BOTTOM OF HILL
 AJ3597'30 FT (9.1 M) - SOUTHWEST OF A TREE
 AJ3597'25 FT (7.6 M) - NORTH OF A DIFFERENT TREE
 AJ3597'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3597'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3867 ***********************************************************************
 AJ3867  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3867  DESIGNATION -  4IC1
 AJ3867  PID         -  AJ3867
 AJ3867  STATE/COUNTY-  AZ/MARICOPA
 AJ3867  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3867
 AJ3867                         *CURRENT SURVEY CONTROL
 AJ3867  ___________________________________________________________________
 AJ3867* NAD 83(1992)-  33 43 28.48869(N)    112 24 36.55679(W)     ADJUSTED  
 AJ3867* NAVD 88     -       433.97   (meters)    1423.8    (feet)  GPS OBS   
 AJ3867  ___________________________________________________________________
 AJ3867  X           -  -2,024,588.827 (meters)                     COMP
 AJ3867  Y           -  -4,909,550.764 (meters)                     COMP
 AJ3867  Z           -   3,521,303.256 (meters)                     COMP
 AJ3867  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AJ3867  ELLIP HEIGHT-         404.12  (meters)          (04/12/01) GPS OBS
 AJ3867  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AJ3867
 AJ3867  HORZ ORDER  -  B
 AJ3867  ELLP ORDER  -  THIRD     CLASS II
 AJ3867
 AJ3867.The horizontal coordinates were established by GPS observations
 AJ3867.and adjusted by the National Geodetic Survey in April 2001..
 AJ3867
 AJ3867.The orthometric height was determined by GPS observations and a
 AJ3867.high-resolution geoid model using precise GPS observation and
 AJ3867.processing techniques.
 AJ3867
 AJ3867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3867
 AJ3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3867
 AJ3867.The ellipsoidal height was determined by GPS observations
 AJ3867.and is referenced to NAD 83.
 AJ3867
 AJ3867.The geoid height was determined by GEOID03.
 AJ3867
 AJ3867;                    North         East     Units Scale Factor Converg.
 AJ3867;SPC AZ C     -   302,216.715   167,626.960   MT  0.99992578   -0 16 26.4
 AJ3867;SPC AZ C     -   991,524.66    549,957.22   iFT  0.99992578   -0 16 26.4
 AJ3867;UTM  12      - 3,732,511.393   369,351.395   MT  0.99981043   -0 46 58.9
 AJ3867
 AJ3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3867!SPC AZ C     -   0.99993656  x   0.99992578  =   0.99986235
 AJ3867!UTM  12      -   0.99993656  x   0.99981043  =   0.99974700
 AJ3867
 AJ3867                          SUPERSEDED SURVEY CONTROL
 AJ3867
 AJ3867.No superseded survey control is available for this station.
 AJ3867
 AJ3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6935132511(NAD 83)
 AJ3867_MARKER: I = METAL ROD
 AJ3867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3867_STAMPING: 4IC1 1999
 AJ3867_MARK LOGO: MCDOT 
 AJ3867_PROJECTION: FLUSH
 AJ3867_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3867+STABILITY: POSITION/ELEVATION WELL
 AJ3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3867+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3867_ROD/PIPE-DEPTH: 10.9 meters
 AJ3867_SLEEVE-DEPTH  :  0.8 meters
 AJ3867
 AJ3867  HISTORY     - Date     Condition        Report By
 AJ3867  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3867
 AJ3867                          STATION DESCRIPTION
 AJ3867
 AJ3867'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3867'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF SUN CITY
 AJ3867'WEST, TOWNSHIP 4 NORTH, RANGE 2 WEST, SECTION 1
 AJ3867'OWNERSHIP - MARICOPA COUNTY
 AJ3867'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3867'163RD AVENUE, DRIVE NORTH ON 163RD AVENUE 2.6 MI (4.2 KM) TO THE
 AJ3867'INTERSECTION OF JOMAX ROAD AND 163RD AVENUE, THENCE TURN RIGHT (EAST)
 AJ3867'ONTO JOMAX ROAD AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 AJ3867'43 FT (13.1 M) SOUTH OF JOMAX ROAD
 AJ3867'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 35.8 FOOT
 AJ3867'(10.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3867'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3867'ACCESS COVER STAMPED 4IC1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3867'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3867'STATION TIES -
 AJ3867'43 FT (13.1 M) SOUTH OF JOMAX ROAD
 AJ3867'0.1 MI (0.2 KM) EAST OF 163RD AVENUE
 AJ3867'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3867'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3866 ***********************************************************************
 AJ3866  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3866  DESIGNATION -  4IE2
 AJ3866  PID         -  AJ3866
 AJ3866  STATE/COUNTY-  AZ/MARICOPA
 AJ3866  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3866
 AJ3866                         *CURRENT SURVEY CONTROL
 AJ3866  ___________________________________________________________________
 AJ3866* NAD 83(1992)-  33 43 21.46293(N)    112 30 47.05278(W)     ADJUSTED  
 AJ3866* NAVD 88     -       463.89   (meters)    1521.9    (feet)  GPS OBS   
 AJ3866  ___________________________________________________________________
 AJ3866  X           -  -2,033,459.682 (meters)                     COMP
 AJ3866  Y           -  -4,906,040.188 (meters)                     COMP
 AJ3866  Z           -   3,521,139.759 (meters)                     COMP
 AJ3866  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3866  ELLIP HEIGHT-         433.94  (meters)          (04/12/01) GPS OBS
 AJ3866  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AJ3866
 AJ3866  HORZ ORDER  -  B
 AJ3866  ELLP ORDER  -  THIRD     CLASS II
 AJ3866
 AJ3866.The horizontal coordinates were established by GPS observations
 AJ3866.and adjusted by the National Geodetic Survey in April 2001..
 AJ3866
 AJ3866.The orthometric height was determined by GPS observations and a
 AJ3866.high-resolution geoid model using precise GPS observation and
 AJ3866.processing techniques.
 AJ3866
 AJ3866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3866
 AJ3866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3866
 AJ3866.The ellipsoidal height was determined by GPS observations
 AJ3866.and is referenced to NAD 83.
 AJ3866
 AJ3866.The geoid height was determined by GEOID03.
 AJ3866
 AJ3866;                    North         East     Units Scale Factor Converg.
 AJ3866;SPC AZ C     -   302,050.631   158,088.089   MT  0.99993765   -0 19 52.0
 AJ3866;SPC AZ C     -   990,979.76    518,661.71   iFT  0.99993765   -0 19 52.0
 AJ3866;UTM  12      - 3,732,430.071   359,812.430   MT  0.99984228   -0 50 24.5
 AJ3866
 AJ3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3866!SPC AZ C     -   0.99993188  x   0.99993765  =   0.99986954
 AJ3866!UTM  12      -   0.99993188  x   0.99984228  =   0.99977417
 AJ3866
 AJ3866                          SUPERSEDED SURVEY CONTROL
 AJ3866
 AJ3866.No superseded survey control is available for this station.
 AJ3866
 AJ3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5981232430(NAD 83)
 AJ3866_MARKER: I = METAL ROD
 AJ3866_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3866+WITH SETTING: INFORMATION.
 AJ3866_STAMPING: 4IE2 1999
 AJ3866_MARK LOGO: MCDOT 
 AJ3866_PROJECTION: FLUSH
 AJ3866_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3866+STABILITY: POSITION/ELEVATION WELL
 AJ3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3866+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3866_ROD/PIPE-DEPTH:  1.9 meters
 AJ3866_SLEEVE-DEPTH  :  0.8 meters
 AJ3866
 AJ3866  HISTORY     - Date     Condition        Report By
 AJ3866  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3866
 AJ3866                          STATION DESCRIPTION
 AJ3866
 AJ3866'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3866'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF THE CITY OF
 AJ3866'SURPRISE, TOWNSHIP 4 NORTH, RANGE 3 WEST, SECTION 1
 AJ3866'OWNERSHIP - PRIVATE
 AJ3866'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3866'PATTON ROAD, DRIVE WEST ON PATTON ROAD 1.5 MI (2.4 KM) TO THE
 AJ3866'INTERSECTION OF 207TH AVENUE AND PATTON ROAD, THENCE TURN LEFT (SOUTH)
 AJ3866'ONTO 207TH AVENUE AND DRIVE SOUTHERLY 1.0 MI (1.6 KM) TO THE
 AJ3866'INTERSECTION OF JOMAX ROAD AND 207TH AVENUE, THENCE TURN RIGHT (WEST)
 AJ3866'ONTO JOMAX ROAD AND DRIVE 0.3 MI (0.5 KM) TO A DIRT ROAD ON THE LEFT
 AJ3866'JUST WEST OF A BARBED WIRE FENCE, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3866'DIRT ROAD AND DRIVE SOUTHERLY 560 FT (170.7 M) TO THE STATION ON THE
 AJ3866'RIGHT 51 FT (15.5 M) WEST OF THE BARBED WIRE FENCE TO THE LEFT OF THE
 AJ3866'ROAD
 AJ3866'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.2 FOOT (1.9
 AJ3866'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3866'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3866'COVER STAMPED 4IE2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3866'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3866'STATION TIES -
 AJ3866'560 FT (170.7 M) SOUTH OF JOMAX ROAD
 AJ3866'51 FT (15.5 M) WEST OF A BARBED WIRE FENCE
 AJ3866'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3866'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3865 ***********************************************************************
 AJ3865  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3865  DESIGNATION -  4IG2
 AJ3865  PID         -  AJ3865
 AJ3865  STATE/COUNTY-  AZ/MARICOPA
 AJ3865  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3865
 AJ3865                         *CURRENT SURVEY CONTROL
 AJ3865  ___________________________________________________________________
 AJ3865* NAD 83(1992)-  33 43 26.12198(N)    112 37 14.83900(W)     ADJUSTED  
 AJ3865* NAVD 88     -       500.68   (meters)    1642.6    (feet)  GPS OBS   
 AJ3865  ___________________________________________________________________
 AJ3865  X           -  -2,042,660.723 (meters)                     COMP
 AJ3865  Y           -  -4,902,163.140 (meters)                     COMP
 AJ3865  Z           -   3,521,279.535 (meters)                     COMP
 AJ3865  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AJ3865  ELLIP HEIGHT-         470.64  (meters)          (04/12/01) GPS OBS
 AJ3865  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AJ3865
 AJ3865  HORZ ORDER  -  B
 AJ3865  ELLP ORDER  -  THIRD     CLASS II
 AJ3865
 AJ3865.The horizontal coordinates were established by GPS observations
 AJ3865.and adjusted by the National Geodetic Survey in April 2001..
 AJ3865
 AJ3865.The orthometric height was determined by GPS observations and a
 AJ3865.high-resolution geoid model using precise GPS observation and
 AJ3865.processing techniques.
 AJ3865
 AJ3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3865
 AJ3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3865
 AJ3865.The ellipsoidal height was determined by GPS observations
 AJ3865.and is referenced to NAD 83.
 AJ3865
 AJ3865.The geoid height was determined by GEOID03.
 AJ3865
 AJ3865;                    North         East     Units Scale Factor Converg.
 AJ3865;SPC AZ C     -   302,257.072   148,106.049   MT  0.99995248   -0 23 27.4
 AJ3865;SPC AZ C     -   991,657.06    485,912.23   iFT  0.99995248   -0 23 27.4
 AJ3865;UTM  12      - 3,732,725.165   349,833.465   MT  0.99987800   -0 54 00.1
 AJ3865
 AJ3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3865!SPC AZ C     -   0.99992612  x   0.99995248  =   0.99987860
 AJ3865!UTM  12      -   0.99992612  x   0.99987800  =   0.99980413
 AJ3865
 AJ3865                          SUPERSEDED SURVEY CONTROL
 AJ3865
 AJ3865.No superseded survey control is available for this station.
 AJ3865
 AJ3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4983332725(NAD 83)
 AJ3865_MARKER: I = METAL ROD
 AJ3865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3865_STAMPING: 4IG2 1999
 AJ3865_MARK LOGO: MCDOT 
 AJ3865_PROJECTION: FLUSH
 AJ3865_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3865+STABILITY: POSITION/ELEVATION WELL
 AJ3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3865+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2006
 AJ3865_ROD/PIPE-DEPTH: 14.4 meters
 AJ3865_SLEEVE-DEPTH  :  0.8 meters
 AJ3865
 AJ3865  HISTORY     - Date     Condition        Report By
 AJ3865  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3865  HISTORY     - 20060103 GOOD             EVANS
 AJ3865
 AJ3865                          STATION DESCRIPTION
 AJ3865
 AJ3865'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3865'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTHWEST OF THE CITY OF
 AJ3865'SURPRISE, TOWNSHIP 4 NORTH, RANGE 4 WEST, SECTION 1
 AJ3865'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3865'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3865'PATTON ROAD, DRIVE WEST ON PATTON ROAD 8.1 MI (13.0 KM) TO A CATTLE
 AJ3865'GUARD IN THE ROAD, THENCE DRIVE OVER THE CATTLE GUARD AND TURN LEFT
 AJ3865'(SOUTH) ONTO AN UNMARKED DIRT ROAD WITH A GATE IN A BARBED WIRE FENCE,
 AJ3865'THENCE DRIVE THROUGH THE GATE AND DRIVE SOUTHERLY ON THE DIRT ROAD 1.0
 AJ3865'MI (1.6 KM) TO THE STATION (NOTE-DIRT ROAD RUNS SOUTHERLY ON THE WEST
 AJ3865'SIDE OF A BARBED WIRE FENCE) THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3865'COMPRESSED ON A 47.2 FOOT (14.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3865'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3865'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IG2 1999, SURROUNDED
 AJ3865'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3865'CARSONITE MARKER
 AJ3865'STATION TIES -
 AJ3865'120 FT (36.6 M) SOUTHWEST OF A BARBED WIRE FENCE CORNER
 AJ3865'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3865'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3865
 AJ3865                          STATION RECOVERY (2006)
 AJ3865
 AJ3865'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MRV)
 AJ3865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3864 ***********************************************************************
 AJ3864  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3864  DESIGNATION -  4II2
 AJ3864  PID         -  AJ3864
 AJ3864  STATE/COUNTY-  AZ/MARICOPA
 AJ3864  USGS QUAD   -  DAGGS TANK (1988)
 AJ3864
 AJ3864                         *CURRENT SURVEY CONTROL
 AJ3864  ___________________________________________________________________
 AJ3864* NAD 83(1992)-  33 43 17.06273(N)    112 43 58.58041(W)     ADJUSTED  
 AJ3864* NAVD 88     -       494.41   (meters)    1622.1    (feet)  GPS OBS   
 AJ3864  ___________________________________________________________________
 AJ3864  X           -  -2,052,310.083 (meters)                     COMP
 AJ3864  Y           -  -4,898,293.453 (meters)                     COMP
 AJ3864  Z           -   3,521,043.789 (meters)                     COMP
 AJ3864  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3864  ELLIP HEIGHT-         464.20  (meters)          (04/12/01) GPS OBS
 AJ3864  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AJ3864
 AJ3864  HORZ ORDER  -  B
 AJ3864  ELLP ORDER  -  THIRD     CLASS II
 AJ3864
 AJ3864.The horizontal coordinates were established by GPS observations
 AJ3864.and adjusted by the National Geodetic Survey in April 2001..
 AJ3864
 AJ3864.The orthometric height was determined by GPS observations and a
 AJ3864.high-resolution geoid model using precise GPS observation and
 AJ3864.processing techniques.
 AJ3864
 AJ3864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3864
 AJ3864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3864
 AJ3864.The ellipsoidal height was determined by GPS observations
 AJ3864.and is referenced to NAD 83.
 AJ3864
 AJ3864.The geoid height was determined by GEOID03.
 AJ3864
 AJ3864;                    North         East     Units Scale Factor Converg.
 AJ3864;SPC AZ C     -   302,054.537   137,710.138   MT  0.99997053   -0 27 11.4
 AJ3864;SPC AZ C     -   990,992.58    451,804.91   iFT  0.99997053   -0 27 11.4
 AJ3864;UTM  12      - 3,732,615.013   339,436.826   MT  0.99991783   -0 57 44.1
 AJ3864
 AJ3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3864!SPC AZ C     -   0.99992713  x   0.99997053  =   0.99989766
 AJ3864!UTM  12      -   0.99992713  x   0.99991783  =   0.99984497
 AJ3864
 AJ3864                          SUPERSEDED SURVEY CONTROL
 AJ3864
 AJ3864.No superseded survey control is available for this station.
 AJ3864
 AJ3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3943732615(NAD 83)
 AJ3864_MARKER: I = METAL ROD
 AJ3864_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3864+WITH SETTING: INFORMATION.
 AJ3864_STAMPING: 4II2 1999
 AJ3864_MARK LOGO: MCDOT 
 AJ3864_PROJECTION: FLUSH
 AJ3864_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3864+STABILITY: POSITION/ELEVATION WELL
 AJ3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3864+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3864_ROD/PIPE-DEPTH:  0.9 meters
 AJ3864_SLEEVE-DEPTH  :  0.8 meters
 AJ3864
 AJ3864  HISTORY     - Date     Condition        Report By
 AJ3864  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3864
 AJ3864                          STATION DESCRIPTION
 AJ3864
 AJ3864'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3864'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) WEST-NORTHWEST OF SUN
 AJ3864'CITY WEST, TOWNSHIP 4 NORTH, RANGE 5 WEST, SECTION 2
 AJ3864'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3864'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3864'PATTON ROAD DRIVE WEST ON PATTON ROAD 13.1 MI (21.1 KM) TO THE
 AJ3864'INTERSECTION OF 299TH AVENUE AND PATTON ROAD, THENCE TURN LEFT ONTO
 AJ3864'299TH AVENUE (DIRT ROAD) AND DRIVE SOUTHWESTERLY 1.4 MI (2.3 KM) PAST
 AJ3864'SEVERAL RESIDENTIAL HOUSES TO A GATE IN A BARBED WIRE FENCE, THENCE
 AJ3864'DRIVE THROUGH THE DATE AND CONTINUE DRIVING ON THE DIRT ROAD
 AJ3864'SOUTHEASTERLY 0.6 MI (1.0 KM) TO A WASH, THENCE CROSS THE WASH AND
 AJ3864'DRIVE EASTERLY 0.2 MI (0.3 KM) TO A GATE IN A BARBED WIRE FENCE,
 AJ3864'THENCE DRIVE THROUGH THE GATE 13.5 FT (4.1 M) TO THE STATION 45 FT
 AJ3864'(13.7 M) ON THE RIGHT
 AJ3864'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 3.0 FOOT (0.9
 AJ3864'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3864'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3864'COVER STAMPED 4II2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3864'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3864'STATION TIES -
 AJ3864'13.5 FT (4.1 M) WEST OF A BARBED WIRE FENCE
 AJ3864'45 FT (13.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3864'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3864'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3598 ***********************************************************************
 AJ3598  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3598  DESIGNATION -  4IK2
 AJ3598  PID         -  AJ3598
 AJ3598  STATE/COUNTY-  AZ/MARICOPA
 AJ3598  USGS QUAD   -  STAR WELL (1989)
 AJ3598
 AJ3598                         *CURRENT SURVEY CONTROL
 AJ3598  ___________________________________________________________________
 AJ3598* NAD 83(1992)-  33 43 20.23990(N)    112 49 51.06104(W)     ADJUSTED  
 AJ3598* NAVD 88     -       501.20   (meters)    1644.4    (feet)  GPS OBS   
 AJ3598  ___________________________________________________________________
 AJ3598  X           -  -2,060,658.722 (meters)                     COMP
 AJ3598  Y           -  -4,894,734.200 (meters)                     COMP
 AJ3598  Z           -   3,521,128.929 (meters)                     COMP
 AJ3598  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AJ3598  ELLIP HEIGHT-         470.89  (meters)          (04/12/01) GPS OBS
 AJ3598  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ3598
 AJ3598  HORZ ORDER  -  B
 AJ3598  ELLP ORDER  -  THIRD     CLASS II
 AJ3598
 AJ3598.The horizontal coordinates were established by GPS observations
 AJ3598.and adjusted by the National Geodetic Survey in April 2001..
 AJ3598
 AJ3598.The orthometric height was determined by GPS observations and a
 AJ3598.high-resolution geoid model using precise GPS observation and
 AJ3598.processing techniques.
 AJ3598
 AJ3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3598
 AJ3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3598
 AJ3598.The ellipsoidal height was determined by GPS observations
 AJ3598.and is referenced to NAD 83.
 AJ3598
 AJ3598.The geoid height was determined by GEOID03.
 AJ3598
 AJ3598;                    North         East     Units Scale Factor Converg.
 AJ3598;SPC AZ C     -   302,228.503   128,636.576   MT  0.99998846   -0 30 27.2
 AJ3598;SPC AZ C     -   991,563.33    422,036.01   iFT  0.99998846   -0 30 27.2
 AJ3598;UTM  12      - 3,732,869.582   330,365.560   MT  0.99995476   -1 01 00.0
 AJ3598
 AJ3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3598!SPC AZ C     -   0.99992608  x   0.99998846  =   0.99991454
 AJ3598!UTM  12      -   0.99992608  x   0.99995476  =   0.99988084
 AJ3598
 AJ3598                          SUPERSEDED SURVEY CONTROL
 AJ3598
 AJ3598.No superseded survey control is available for this station.
 AJ3598
 AJ3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3036632870(NAD 83)
 AJ3598_MARKER: I = METAL ROD
 AJ3598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3598_STAMPING: 4IK2 1999
 AJ3598_MARK LOGO: MCDOT 
 AJ3598_PROJECTION: FLUSH
 AJ3598_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3598+STABILITY: POSITION/ELEVATION WELL
 AJ3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3598+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3598_ROD/PIPE-DEPTH:  4.6 meters
 AJ3598_SLEEVE-DEPTH  :  0.8 meters
 AJ3598
 AJ3598  HISTORY     - Date     Condition        Report By
 AJ3598  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3598
 AJ3598                          STATION DESCRIPTION
 AJ3598
 AJ3598'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3598'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3598'PHOENIX, TOWNSHIP 04 NORTH, RANGE 05 WEST, SECTION 01
 AJ3598'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3598'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3598'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3598'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3598'2.1 MI (3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN
 AJ3598'LEFT (WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3598'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3598'AVENUE (WHICH TURNS INTO WICKENBURG HIGHWAY TO THE NORTH) AND DRIVE
 AJ3598'FOR 12.4 MI (20.0 KM) TO A UNNAMED DIRT ROAD CROSSING WICKENBURG
 AJ3598'HIGHWAY (UNNAMED DIRT ROAD IS LOCATED 0.4 MI (0.6 KM) NORTH OF MILE
 AJ3598'POST 12 AND 10 FT SOUTH OF CATTLE GUARD AND FENCE), THENCE TURN RIGHT
 AJ3598'(EAST) ON TO DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO A BEND IN THE
 AJ3598'ROAD, THENCE CONTINUE AROUND BEND AND DRIVE 2.4 MI (3.9 KM) NORTH
 AJ3598'(FOLLOWING FENCE LINE LOCATED 10 FT (3.0 M) WEST OF ROAD) TO A DIRT
 AJ3598'ROAD THAT LIES DIRECTLY UNDER OVERHEAD POWER LINES, THENCE TURN LEFT
 AJ3598'(NORTHWEST) ON TO DIRT ROAD (STAYING UNDER SAID POWER LINES) DRIVE FOR
 AJ3598'1.3 MI (2.1 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT NORTHWESTERLY) AT
 AJ3598'FORK AND DRIVE 0.4 MI (0.6 KM) TO THE STATION AS DESCRIBED
 AJ3598'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3598'COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3598'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3598'WITH A COUNTY LOGO ACCESS COVER STAMPED 4IK2 1999, SURROUNDED WITH A
 AJ3598'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3598'MARKER
 AJ3598'STATION TIES - FURTHEST TO CLOSEST
 AJ3598'1.7 MI (2.7 KM) - NORTHWEST OF UNLOCKED GATE
 AJ3598'700 FT (213.4 M) - NORTHEAST OF CENTERLINE OF OVERHEAD POWER LINES
 AJ3598'28 FT (8.5 M) - NORTHEAST OF DIRT ROAD
 AJ3598'6 FT (1.8 M) - NORTH OF CARSONITE WITNESS POST
 AJ3598'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3598'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3599 ***********************************************************************
 AJ3599  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3599  DESIGNATION -  4IM2
 AJ3599  PID         -  AJ3599
 AJ3599  STATE/COUNTY-  AZ/MARICOPA
 AJ3599  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3599
 AJ3599                         *CURRENT SURVEY CONTROL
 AJ3599  ___________________________________________________________________
 AJ3599* NAD 83(1992)-  33 43 25.20686(N)    112 55 10.11984(W)     ADJUSTED  
 AJ3599* NAVD 88     -       554.93   (meters)    1820.6    (feet)  GPS OBS   
 AJ3599  ___________________________________________________________________
 AJ3599  X           -  -2,068,211.935 (meters)                     COMP
 AJ3599  Y           -  -4,891,503.720 (meters)                     COMP
 AJ3599  Z           -   3,521,286.040 (meters)                     COMP
 AJ3599  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AJ3599  ELLIP HEIGHT-         524.60  (meters)          (04/12/01) GPS OBS
 AJ3599  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3599
 AJ3599  HORZ ORDER  -  B
 AJ3599  ELLP ORDER  -  THIRD     CLASS II
 AJ3599
 AJ3599.The horizontal coordinates were established by GPS observations
 AJ3599.and adjusted by the National Geodetic Survey in April 2001..
 AJ3599
 AJ3599.The orthometric height was determined by GPS observations and a
 AJ3599.high-resolution geoid model using precise GPS observation and
 AJ3599.processing techniques.
 AJ3599
 AJ3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3599
 AJ3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3599
 AJ3599.The ellipsoidal height was determined by GPS observations
 AJ3599.and is referenced to NAD 83.
 AJ3599
 AJ3599.The geoid height was determined by GEOID03.
 AJ3599
 AJ3599;                    North         East     Units Scale Factor Converg.
 AJ3599;SPC AZ C     -   302,457.824   120,424.063   MT  1.00000644   -0 33 24.4
 AJ3599;SPC AZ C     -   992,315.70    395,092.07   iFT  1.00000644   -0 33 24.4
 AJ3599;UTM  12      - 3,733,171.863   322,155.615   MT  0.99998993   -1 03 57.4
 AJ3599
 AJ3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3599!SPC AZ C     -   0.99991765  x   1.00000644  =   0.99992409
 AJ3599!UTM  12      -   0.99991765  x   0.99998993  =   0.99990758
 AJ3599
 AJ3599                          SUPERSEDED SURVEY CONTROL
 AJ3599
 AJ3599.No superseded survey control is available for this station.
 AJ3599
 AJ3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2215633172(NAD 83)
 AJ3599_MARKER: I = METAL ROD
 AJ3599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3599+WITH SETTING: INFORMATION.
 AJ3599_STAMPING: 4IM2 1999
 AJ3599_MARK LOGO: MCDOT 
 AJ3599_PROJECTION: FLUSH
 AJ3599_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3599+STABILITY: POSITION/ELEVATION WELL
 AJ3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3599+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3599_ROD/PIPE-DEPTH:  1.1 meters
 AJ3599_SLEEVE-DEPTH  :  0.8 meters
 AJ3599
 AJ3599  HISTORY     - Date     Condition        Report By
 AJ3599  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3599
 AJ3599                          STATION DESCRIPTION
 AJ3599
 AJ3599'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3599'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3599'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 06
 AJ3599'OWNERSHIP - ARIZONA STATE LAND DEPARTMENT
 AJ3599'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3599'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3599'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3599'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3599'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3599'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3599'10 (AT THIS POINT 355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3599'CONTINUE NORTH ON WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO AN
 AJ3599'INTERSECTION OF VULTURE MINE ROAD AND WICKENBURG HIGHWAY, THENCE TURN
 AJ3599'LEFT (SOUTHWEST) ON TO VULTURE MINE ROAD AND DRIVE 1.7 MI (2.7 KM)
 AJ3599'(CROSSING JACKRABBIT WASH AND AN UNNAMED WASH) TO A T INTERSECTION OF
 AJ3599'A DIRT ROAD, THENCE TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 0.2 MI
 AJ3599'(0.3 KM) TO A FORK IN THE ROAD, THENCE VEER LEFT AND CONTINUE WEST AND
 AJ3599'DRIVE 0.5 MI (0.8 KM) TO ANOTHER FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3599'AND CONTINUE WEST AND DRIVE 0.8 MI (1.3 KM) TO A BARBED WIRE FENCE
 AJ3599'WITH GATE, CONTINUE THROUGH GATE DRIVING WEST FOR 0.1 MI (0.2 KM) TO A
 AJ3599'4 WAY INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3599'DIRT ROAD AND DRIVE 1.95 (3.1 KM) TO THE STATION ON THE RIGHT (EAST)
 AJ3599'AS DESCRIBED
 AJ3599'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3599'COMPRESSED ON A 3.7 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3599'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3599'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IM2 1999, SURROUNDED
 AJ3599'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3599'CARSONITE MARKER
 AJ3599'STATION TIES - FURTHEST TO CLOSEST
 AJ3599'0.8 MI (1.3 KM) - SOUTH OF LOCKED GATE WITH NO TRESPASSING SIGN
 AJ3599'230 FT (70.1 M) - SOUTH AND 25 FT (7.6 M) EAST OF NW CORNER SECTION
 AJ3599'06, T4N, R6W GLO BRASS CAP AT FENCE CORNER
 AJ3599'25 FT (7.6 M) - EAST OF BARBED WIRE FENCE
 AJ3599'DIRT ROAD IS 10 FT (3.0 M) WEST OF BARBED WIRE FENCE
 AJ3599'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3599'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3599'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3600 ***********************************************************************
 AJ3600  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3600  DESIGNATION -  4IN3
 AJ3600  PID         -  AJ3600
 AJ3600  STATE/COUNTY-  AZ/MARICOPA
 AJ3600  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3600
 AJ3600                         *CURRENT SURVEY CONTROL
 AJ3600  ___________________________________________________________________
 AJ3600* NAD 83(1992)-  33 45 12.90227(N)    112 58 54.69661(W)     ADJUSTED  
 AJ3600* NAVD 88     -       631.03   (meters)    2070.3    (feet)  GPS OBS   
 AJ3600  ___________________________________________________________________
 AJ3600  X           -  -2,072,841.588 (meters)                     COMP
 AJ3600  Y           -  -4,887,610.504 (meters)                     COMP
 AJ3600  Z           -   3,524,087.882 (meters)                     COMP
 AJ3600  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ3600  ELLIP HEIGHT-         600.75  (meters)          (04/12/01) GPS OBS
 AJ3600  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3600
 AJ3600  HORZ ORDER  -  B
 AJ3600  ELLP ORDER  -  THIRD     CLASS II
 AJ3600
 AJ3600.The horizontal coordinates were established by GPS observations
 AJ3600.and adjusted by the National Geodetic Survey in April 2001..
 AJ3600
 AJ3600.The orthometric height was determined by GPS observations and a
 AJ3600.high-resolution geoid model using precise GPS observation and
 AJ3600.processing techniques.
 AJ3600
 AJ3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3600
 AJ3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3600
 AJ3600.The ellipsoidal height was determined by GPS observations
 AJ3600.and is referenced to NAD 83.
 AJ3600
 AJ3600.The geoid height was determined by GEOID03.
 AJ3600
 AJ3600;                    North         East     Units Scale Factor Converg.
 AJ3600;SPC AZ C     -   305,833.793   114,676.759   MT  1.00002002   -0 35 30.8
 AJ3600;SPC AZ C     - 1,003,391.71    376,236.09   iFT  1.00002002   -0 35 30.8
 AJ3600;UTM  12      - 3,736,598.757   316,438.612   MT  1.00001540   -1 06 05.3
 AJ3600
 AJ3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3600!SPC AZ C     -   0.99990570  x   1.00002002  =   0.99992572
 AJ3600!UTM  12      -   0.99990570  x   1.00001540  =   0.99992110
 AJ3600
 AJ3600                          SUPERSEDED SURVEY CONTROL
 AJ3600
 AJ3600.No superseded survey control is available for this station.
 AJ3600
 AJ3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1643936599(NAD 83)
 AJ3600_MARKER: DD = SURVEY DISK
 AJ3600_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3600_STAMPING: 4IN3 1999
 AJ3600_MARK LOGO: MCDOT 
 AJ3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3600+STABILITY: POSITION/ELEVATION WELL
 AJ3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3600+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3600
 AJ3600  HISTORY     - Date     Condition        Report By
 AJ3600  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3600
 AJ3600                          STATION DESCRIPTION
 AJ3600
 AJ3600'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3600'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3600'PHOENIX, TOWNSHIP 05 NORTH, RANGE 07 WEST, SECTION 27
 AJ3600'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3600'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3600'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3600'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3600'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3600'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3600'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3600'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3600'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3600'HIGHWAY FOR 13.2 MI (21.2 KM) TO THE 3 WAY INTERSECTION OF VULTURE
 AJ3600'MINE ROAD/AGUILA ROAD/WICKENBURG HIGHWAY, THENCE CONTINUE STRAIGHT
 AJ3600'(NORTHWESTERLY) THROUGH INTERSECTION ON TO AGUILA ROAD AND DRIVE 0.1
 AJ3600'MI (0.2 KM) TO END OF PAVEMENT, THENCE CONTINUE AROUND BEND AND THEN
 AJ3600'WEST ON AGUILA ROAD FOR 6.3 MI (10.1 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3600'SIDE OF AGUILA ROAD AT MILE POST 15, THENCE TURN LEFT (SOUTH) ON TO
 AJ3600'DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WASH, THENCE CROSS WASH AND
 AJ3600'CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO ANOTHER WASH, THENCE CROSS WASH
 AJ3600'AND DRIVE 0.8 MI (1.3 KM) PAST OLD CATTLE PEN ON EAST SIDE OF ROAD TO
 AJ3600'ANOTHER WASH, THENCE CROSS WASH AND CONTINUE SOUTH FOR 0.5 MI (0.8 KM)
 AJ3600'TO A JEEP TRAIL LOCATED ON THE WEST SIDE OF DIRT ROAD, THENCE TURN
 AJ3600'RIGHT (WEST) ON TO JEEP TRAIL AND DRIVE 0.1 MI (0.2 KM) TO A SMALL
 AJ3600'HILL, THENCE PARK VEHICLE AND HIKE TO TOP OF HILL AND TO THE STATION
 AJ3600'AS DESCRIBED
 AJ3600'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3600'COUNTY D.O.T.  BRASS DISK, STAMPED 4IN3 1999, SET IN BEDROCK
 AJ3600'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3600'2.1 MI (3.1 KM) - SOUTH SOUTHWEST OF AGUILA ROAD MILE POST 15
 AJ3600'0.1 MI (0.2 KM) - WEST OF DIRT ROAD AT TOP OF SMALL HILL
 AJ3600'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3600'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3601 ***********************************************************************
 AJ3601  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3601  DESIGNATION -  4IO4
 AJ3601  PID         -  AJ3601
 AJ3601  STATE/COUNTY-  AZ/MARICOPA
 AJ3601  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3601
 AJ3601                         *CURRENT SURVEY CONTROL
 AJ3601  ___________________________________________________________________
 AJ3601* NAD 83(1992)-  33 44 00.73545(N)    113 01 20.62607(W)     ADJUSTED  
 AJ3601* NAVD 88     -       709.36   (meters)    2327.3    (feet)  GPS OBS   
 AJ3601  ___________________________________________________________________
 AJ3601  X           -  -2,076,807.530 (meters)                     COMP
 AJ3601  Y           -  -4,887,339.531 (meters)                     COMP
 AJ3601  Z           -   3,522,282.277 (meters)                     COMP
 AJ3601  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AJ3601  ELLIP HEIGHT-         679.04  (meters)          (04/12/01) GPS OBS
 AJ3601  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AJ3601
 AJ3601  HORZ ORDER  -  B
 AJ3601  ELLP ORDER  -  THIRD     CLASS II
 AJ3601
 AJ3601.The horizontal coordinates were established by GPS observations
 AJ3601.and adjusted by the National Geodetic Survey in April 2001..
 AJ3601
 AJ3601.The orthometric height was determined by GPS observations and a
 AJ3601.high-resolution geoid model using precise GPS observation and
 AJ3601.processing techniques.
 AJ3601
 AJ3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3601
 AJ3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3601
 AJ3601.The ellipsoidal height was determined by GPS observations
 AJ3601.and is referenced to NAD 83.
 AJ3601
 AJ3601.The geoid height was determined by GEOID03.
 AJ3601
 AJ3601;                    North         East     Units Scale Factor Converg.
 AJ3601;SPC AZ C     -   303,649.897   110,897.352   MT  1.00002939   -0 36 50.8
 AJ3601;SPC AZ C     -   996,226.70    363,836.46   iFT  1.00002939   -0 36 50.8
 AJ3601;UTM  12      - 3,734,448.553   312,639.938   MT  1.00003278   -1 07 24.3
 AJ3601
 AJ3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3601!SPC AZ C     -   0.99989341  x   1.00002939  =   0.99992280
 AJ3601!UTM  12      -   0.99989341  x   1.00003278  =   0.99992619
 AJ3601
 AJ3601                          SUPERSEDED SURVEY CONTROL
 AJ3601
 AJ3601.No superseded survey control is available for this station.
 AJ3601
 AJ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1264034449(NAD 83)
 AJ3601_MARKER: DD = SURVEY DISK
 AJ3601_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3601_STAMPING: 4IO4 1999
 AJ3601_MARK LOGO: MCDOT 
 AJ3601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3601+STABILITY: POSITION/ELEVATION WELL
 AJ3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3601+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3601
 AJ3601  HISTORY     - Date     Condition        Report By
 AJ3601  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3601
 AJ3601                          STATION DESCRIPTION
 AJ3601
 AJ3601'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3601'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3601'PHOENIX, TOWNSHIP 05 NORTH, RANGE 07 WEST, SECTION 31
 AJ3601'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3601'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3601'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3601'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3601'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3601'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 21.4 MI (34.4 KM) TO AGUILA
 AJ3601'ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 10.5 MI
 AJ3601'(16.9 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD (0.5 MI WEST
 AJ3601'OF MILE POST 11) , THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3601'0.4 MI (0.6 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3601'CONTINUE SOUTH ON DIRT ROAD FOR 2.0 MI (3.2 KM) TO A FORK IN ROAD,
 AJ3601'THENCE BEARING RIGHT AT FORK CONTINUE SOUTH ON DIRT ROAD FOR 3.3 MI
 AJ3601'(5.3 KM) TO A DIRT ROAD ON THE WEST SIDE, THENCE TURN RIGHT (WEST) ON
 AJ3601'TO DIRT ROAD AND DRIVE TO BOTTOM OF HILL, THENCE PARK VEHICLE AND HIKE
 AJ3601'500 FT (152.4 M) WEST OF DIRT ROAD TO THE TOP OF HILL AND TO THE
 AJ3601'STATION AS DESCRIBED
 AJ3601'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3601'COUNTY D.O.T.  BRASS DISK, STAMPED 4IO4 1999, SET IN BEDROCK
 AJ3601'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3601'5.3 MI (8.5 KM) - SOUTH OF AGUILA ROAD
 AJ3601'3.3 MI (5.3 KM) - SOUTH OF FORK IN ROAD
 AJ3601'500 FT (152.4 M) - WEST OF CENTERLINE OF DIRT ROAD AT TOP OF HILL
 AJ3601'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3601'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3602 ***********************************************************************
 AJ3602  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3602  DESIGNATION -  4IQ3
 AJ3602  PID         -  AJ3602
 AJ3602  STATE/COUNTY-  AZ/MARICOPA
 AJ3602  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3602
 AJ3602                         *CURRENT SURVEY CONTROL
 AJ3602  ___________________________________________________________________
 AJ3602* NAD 83(1992)-  33 43 57.01513(N)    113 07 29.58032(W)     ADJUSTED  
 AJ3602* NAVD 88     -       777.46   (meters)    2550.7    (feet)  GPS OBS   
 AJ3602  ___________________________________________________________________
 AJ3602  X           -  -2,085,593.617 (meters)                     COMP
 AJ3602  Y           -  -4,883,727.444 (meters)                     COMP
 AJ3602  Z           -   3,522,224.735 (meters)                     COMP
 AJ3602  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AJ3602  ELLIP HEIGHT-         747.10  (meters)          (04/12/01) GPS OBS
 AJ3602  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AJ3602
 AJ3602  HORZ ORDER  -  B
 AJ3602  ELLP ORDER  -  THIRD     CLASS II
 AJ3602
 AJ3602.The horizontal coordinates were established by GPS observations
 AJ3602.and adjusted by the National Geodetic Survey in April 2001..
 AJ3602
 AJ3602.The orthometric height was determined by GPS observations and a
 AJ3602.high-resolution geoid model using precise GPS observation and
 AJ3602.processing techniques.
 AJ3602
 AJ3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3602
 AJ3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3602
 AJ3602.The ellipsoidal height was determined by GPS observations
 AJ3602.and is referenced to NAD 83.
 AJ3602
 AJ3602.The geoid height was determined by GEOID03.
 AJ3602
 AJ3602;                    North         East     Units Scale Factor Converg.
 AJ3602;SPC AZ C     -   303,641.792   101,398.483   MT  1.00005449   -0 40 15.6
 AJ3602;SPC AZ C     -   996,200.10    332,672.19   iFT  1.00005449   -0 40 15.6
 AJ3602;UTM  12      - 3,734,524.890   303,141.245   MT  1.00007777   -1 10 49.3
 AJ3602
 AJ3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3602!SPC AZ C     -   0.99988273  x   1.00005449  =   0.99993721
 AJ3602!UTM  12      -   0.99988273  x   1.00007777  =   0.99996049
 AJ3602
 AJ3602                          SUPERSEDED SURVEY CONTROL
 AJ3602
 AJ3602.No superseded survey control is available for this station.
 AJ3602
 AJ3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0314134525(NAD 83)
 AJ3602_MARKER: DD = SURVEY DISK
 AJ3602_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3602_STAMPING: 4IQ3 1999
 AJ3602_MARK LOGO: MCDOT 
 AJ3602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3602+STABILITY: POSITION/ELEVATION WELL
 AJ3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3602+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3602
 AJ3602  HISTORY     - Date     Condition        Report By
 AJ3602  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3602
 AJ3602                          STATION DESCRIPTION
 AJ3602
 AJ3602'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3602'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3602'PHOENIX, TOWNSHIP 05 NORTH, RANGE 08 WEST, SECTION 31
 AJ3602'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3602'A HAND HELD GPS UNIT WOULD BE VERY USEFUL IN NAVIGATING TO THIS
 AJ3602'STATION
 AJ3602'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3602'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3602'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3602'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3602'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A
 AJ3602'DIRT ROAD ON THE EAST SIDE OF EAGLE EYE ROAD, THENCE TURN RIGHT (EAST)
 AJ3602'ON TO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A DIRT TRAIL LEADING TO A
 AJ3602'MINING CLAIM, THENCE CONTINUE EAST FOR 0.2 MI (0.3 KM) TO ANOTHER DIRT
 AJ3602'TRAIL ON THE NORTH SIDE OF DIRT ROAD, THENCE CONTINUE EAST FOR 2.6 MI
 AJ3602'(4.2 KM) TO A WASH CROSSING DIRT ROAD, THENCE CROSS WASH AND CONTINUE
 AJ3602'EAST FOR 0.3 MI (0.5 KM) TO ANOTHER WASH, THENCE CROSS WASH AND
 AJ3602'CONTINUE EAST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A DIRT ROAD LOCATED
 AJ3602'ON THE SOUTH SIDE, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3602'0.94 MI (1.51 KM) TO A FORK IN ROAD PAST A DIRT TRAIL AND A DIRT ROAD
 AJ3602'ON THE EAST SIDE, THENCE BEAR RIGHT (SOUTHWESTERLY) AT FORK AND DRIVE
 AJ3602'1.8 MI (2.9 KM) TO ANOTHER FORK, THENCE BEAR RIGHT AT FORK AND DRIVE
 AJ3602'0.05 MI (0.08 KM) TO ANOTHER FORK JUST NORTH OF A WASH, THENCE BEAR
 AJ3602'LEFT AT FORK AND ACROSS WASH FOR 0.8 MI (1.3 KM) TO A FORK IN ROAD,
 AJ3602'THENCE BEAR RIGHT (EAST/NORTHEASTERLY) AND DRIVE 0.31 MI (0.50 KM) TO
 AJ3602'A WASH CROSSING ROAD, THENCE CROSS WASH AND CONTINUE NORTHEASTERLY FOR
 AJ3602'0.24 MI (0.39 KM) TO A BARBED WIRE FENCE WITH GATE, THENCE PROCEED
 AJ3602'THROUGH GATE AND TURN RIGHT (EAST) ON TO DIRT ROAD LOCATED JUST NORTH
 AJ3602'OF BARBED WIRE FENCE, THENCE CONTINUE EAST ON DIRT ROAD FOR 0.5 MI
 AJ3602'(0.8 KM), THENCE PARK VEHICLE AND WALK 300 FT (91.4 M) SOUTH/SOUTHWEST
 AJ3602'AND TO THE STATION AS DESCRIBED
 AJ3602'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3602'COUNTY D.O.T.  BRASS DISK, STAMPED 4IQ3 1999, SET IN BEDROCK
 AJ3602'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3602'7.1 MI (11.4 KM) - EAST AND SOUTH/SOUTHEAST OF DIRT ROAD
 AJ3602'0.56 MI (0.90 KM) - SOUTHEAST OF GATE AT END OF ROAD TO WEST
 AJ3602'300 FT (91.4 M) - SOUTH/SOUTHWEST TO TOP OF HILL
 AJ3602'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3602'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3603 ***********************************************************************
 AJ3603  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3603  DESIGNATION -  4IR3
 AJ3603  PID         -  AJ3603
 AJ3603  STATE/COUNTY-  AZ/MARICOPA
 AJ3603  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3603
 AJ3603                         *CURRENT SURVEY CONTROL
 AJ3603  ___________________________________________________________________
 AJ3603* NAD 83(1992)-  33 44 11.58206(N)    113 11 21.46497(W)     ADJUSTED  
 AJ3603* NAVD 88     -       703.10   (meters)    2306.8    (feet)  GPS OBS   
 AJ3603  ___________________________________________________________________
 AJ3603  X           -  -2,090,960.109 (meters)                     COMP
 AJ3603  Y           -  -4,881,093.714 (meters)                     COMP
 AJ3603  Z           -   3,522,556.707 (meters)                     COMP
 AJ3603  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AJ3603  ELLIP HEIGHT-         672.71  (meters)          (04/12/01) GPS OBS
 AJ3603  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AJ3603
 AJ3603  HORZ ORDER  -  B
 AJ3603  ELLP ORDER  -  THIRD     CLASS II
 AJ3603
 AJ3603.The horizontal coordinates were established by GPS observations
 AJ3603.and adjusted by the National Geodetic Survey in April 2001..
 AJ3603
 AJ3603.The orthometric height was determined by GPS observations and a
 AJ3603.high-resolution geoid model using precise GPS observation and
 AJ3603.processing techniques.
 AJ3603
 AJ3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3603
 AJ3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3603
 AJ3603.The ellipsoidal height was determined by GPS observations
 AJ3603.and is referenced to NAD 83.
 AJ3603
 AJ3603.The geoid height was determined by GEOID03.
 AJ3603
 AJ3603;                    North         East     Units Scale Factor Converg.
 AJ3603;SPC AZ C     -   304,162.379    95,434.762   MT  1.00007139   -0 42 24.7
 AJ3603;SPC AZ C     -   997,908.07    313,106.17   iFT  1.00007139   -0 42 24.7
 AJ3603;UTM  12      - 3,735,098.493   297,182.213   MT  1.00010714   -1 12 58.7
 AJ3603
 AJ3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3603!SPC AZ C     -   0.99989440  x   1.00007139  =   0.99996579
 AJ3603!UTM  12      -   0.99989440  x   1.00010714  =   1.00000153
 AJ3603
 AJ3603                          SUPERSEDED SURVEY CONTROL
 AJ3603
 AJ3603.No superseded survey control is available for this station.
 AJ3603
 AJ3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9718235098(NAD 83)
 AJ3603_MARKER: DD = SURVEY DISK
 AJ3603_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3603_STAMPING: 4IR3 1999
 AJ3603_MARK LOGO: MCDOT 
 AJ3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3603+STABILITY: POSITION/ELEVATION WELL
 AJ3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3603+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3603
 AJ3603  HISTORY     - Date     Condition        Report By
 AJ3603  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3603
 AJ3603                          STATION DESCRIPTION
 AJ3603
 AJ3603'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3603'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3603'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 34
 AJ3603'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3603'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3603'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3603'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3603'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3603'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.9 MI (20.8 KM) TO
 AJ3603'LITTLE HORN PEAK ROAD (DIRT) , THENCE TURN RIGHT (EAST) ON TO LITTLE
 AJ3603'HORN PEAK ROAD AND DRIVE 0.4 MI (0.6 KM) TO A WASH, THENCE CROSS WASH
 AJ3603'AND CONTINUE EAST ON LITTLE HORN PEAK ROAD FOR 2.4 MI (3.9 KM)
 AJ3603'(CONTINUING STRAIGHT AT FORK IN ROAD) TO A TRAILER ON THE NORTH SIDE
 AJ3603'OF LITTLE HORN PEAK ROAD, THENCE CONTINUE EAST ON LITTLE HORN PEAK
 AJ3603'ROAD FOR 0.4 MI (0.6 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF LITTLE
 AJ3603'HORN PEAK ROAD, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3603'0.1 MI (0.2 KM) TO A ROCK OUTCROP WITH HOLE AND TO THE STATION AS
 AJ3603'DESCRIBED
 AJ3603'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3603'COUNTY D.O.T.  BRASS DISK, STAMPED 4IR3 1999, SET IN BEDROCK
 AJ3603'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3603'3.3 MI (5.3 KM) - EAST OF EAGLE EYE ROAD
 AJ3603'185 FT (56.4 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3603'20 FT (6.1 M) - SOUTHWEST OF TREE
 AJ3603'12 FT (3.7 M) - NORTH OF A ROCK OUTCROP WITH HOLE
 AJ3603'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3603'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3604 ***********************************************************************
 AJ3604  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3604  DESIGNATION -  4IS2
 AJ3604  PID         -  AJ3604
 AJ3604  STATE/COUNTY-  AZ/MARICOPA
 AJ3604  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3604
 AJ3604                         *CURRENT SURVEY CONTROL
 AJ3604  ___________________________________________________________________
 AJ3604* NAD 83(1992)-  33 43 47.33330(N)    113 14 51.49833(W)     ADJUSTED  
 AJ3604* NAVD 88     -       581.48   (meters)    1907.7    (feet)  GPS OBS   
 AJ3604  ___________________________________________________________________
 AJ3604  X           -  -2,096,053.129 (meters)                     COMP
 AJ3604  Y           -  -4,879,250.280 (meters)                     COMP
 AJ3604  Z           -   3,521,867.745 (meters)                     COMP
 AJ3604  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AJ3604  ELLIP HEIGHT-         551.02  (meters)          (04/12/01) GPS OBS
 AJ3604  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3604
 AJ3604  HORZ ORDER  -  B
 AJ3604  ELLP ORDER  -  THIRD     CLASS II
 AJ3604
 AJ3604.The horizontal coordinates were established by GPS observations
 AJ3604.and adjusted by the National Geodetic Survey in April 2001..
 AJ3604
 AJ3604.The orthometric height was determined by GPS observations and a
 AJ3604.high-resolution geoid model using precise GPS observation and
 AJ3604.processing techniques.
 AJ3604
 AJ3604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3604
 AJ3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3604
 AJ3604.The ellipsoidal height was determined by GPS observations
 AJ3604.and is referenced to NAD 83.
 AJ3604
 AJ3604.The geoid height was determined by GEOID03.
 AJ3604
 AJ3604;                    North         East     Units Scale Factor Converg.
 AJ3604;SPC AZ C     -   303,483.496    90,018.573   MT  1.00008749   -0 44 20.9
 AJ3604;SPC AZ C     -   995,680.76    295,336.53   iFT  1.00008749   -0 44 20.9
 AJ3604;UTM  12      - 3,734,467.763   291,759.978   MT  1.00013462   -1 14 54.6
 AJ3604
 AJ3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3604!SPC AZ C     -   0.99991350  x   1.00008749  =   1.00000099
 AJ3604!UTM  12      -   0.99991350  x   1.00013462  =   1.00004811
 AJ3604
 AJ3604                          SUPERSEDED SURVEY CONTROL
 AJ3604
 AJ3604.No superseded survey control is available for this station.
 AJ3604
 AJ3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9176034468(NAD 83)
 AJ3604_MARKER: I = METAL ROD
 AJ3604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3604+WITH SETTING: INFORMATION.
 AJ3604_STAMPING: 4IS2 1999
 AJ3604_MARK LOGO: MCDOT 
 AJ3604_PROJECTION: FLUSH
 AJ3604_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3604+STABILITY: POSITION/ELEVATION WELL
 AJ3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3604+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3604_ROD/PIPE-DEPTH:  0.9 meters
 AJ3604_SLEEVE-DEPTH  :  0.8 meters
 AJ3604
 AJ3604  HISTORY     - Date     Condition        Report By
 AJ3604  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3604
 AJ3604                          STATION DESCRIPTION
 AJ3604
 AJ3604'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3604'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3604'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 36
 AJ3604'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3604'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3604'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3604'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3604'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3604'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.8 MI (20.6 KM) TO A
 AJ3604'DIRT ROAD SOUTH OF LITTLE HORN PEAK ROAD) ,THENCE TURN RIGHT
 AJ3604'(SOUTHEAST) ON TO DIRT ROAD (CROSSING TIGER WASH) FOR 0.2 MI (0.3 KM)
 AJ3604'TO A T INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (SOUTHWESTERLY)
 AJ3604'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO LARGE ROUGH WASH CROSSING
 AJ3604'DIRT ROAD, THENCE CONTINUE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) AND
 AJ3604'ACROSS A SECOND WASH, THENCE CONTINUE FOR 0.7 MI (1.1 KM) TO A FORK IN
 AJ3604'ROAD, CONTINUE STRAIGHT ON DIRT ROAD CROSSING TWO MORE WASHES AND PAST
 AJ3604'A STAKE WITH RUSTED CAR (40 FEET RIGHT OF ROAD) AT 1.35 MI, (2.17 KM)
 AJ3604'THENCE CONTINUE SOUTHWESTERLY FOR 0.8 MI (1.3 KM) TO A FORK IN ROAD,
 AJ3604'BEAR RIGHT AT FORK AND CONTINUE 0.5 MI (0.8 KM) AND TO THE STATION AS
 AJ3604'DESCRIBED
 AJ3604'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3604'COMPRESSED ON A 2.9 FOOT (0.91 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3604'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3604'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IS2 1999, SURROUNDED
 AJ3604'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3604'CARSONITE MARKER
 AJ3604'STATION TIES - FURTHEST TO CLOSEST
 AJ3604'2.7 MI (4.3 KM) - SOUTHEAST OF EAGLE EYE ROAD
 AJ3604'500 FT (152.4 M) - SOUTHEAST OF LARGE WASH
 AJ3604'23 FT (7.0 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3604'3 FT (0.9 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3604'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3604'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3605 ***********************************************************************
 AJ3605  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3605  DESIGNATION -  4IU2
 AJ3605  PID         -  AJ3605
 AJ3605  STATE/COUNTY-  AZ/MARICOPA
 AJ3605  USGS QUAD   -  WELDON HILL (1990)
 AJ3605
 AJ3605                         *CURRENT SURVEY CONTROL
 AJ3605  ___________________________________________________________________
 AJ3605* NAD 83(1992)-  33 43 11.72684(N)    113 19 04.81072(W)     ADJUSTED  
 AJ3605* NAVD 88     -       548.24   (meters)    1798.7    (feet)  GPS OBS   
 AJ3605  ___________________________________________________________________
 AJ3605  X           -  -2,102,273.862 (meters)                     COMP
 AJ3605  Y           -  -4,877,206.374 (meters)                     COMP
 AJ3605  Z           -   3,520,936.727 (meters)                     COMP
 AJ3605  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AJ3605  ELLIP HEIGHT-         517.68  (meters)          (04/12/01) GPS OBS
 AJ3605  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AJ3605
 AJ3605  HORZ ORDER  -  B
 AJ3605  ELLP ORDER  -  THIRD     CLASS II
 AJ3605
 AJ3605.The horizontal coordinates were established by GPS observations
 AJ3605.and adjusted by the National Geodetic Survey in April 2001..
 AJ3605
 AJ3605.The orthometric height was determined by GPS observations and a
 AJ3605.high-resolution geoid model using precise GPS observation and
 AJ3605.processing techniques.
 AJ3605
 AJ3605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3605
 AJ3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3605
 AJ3605.The ellipsoidal height was determined by GPS observations
 AJ3605.and is referenced to NAD 83.
 AJ3605
 AJ3605.The geoid height was determined by GEOID03.
 AJ3605
 AJ3605;                    North         East     Units Scale Factor Converg.
 AJ3605;SPC AZ C     -   302,472.786    83,482.486   MT  1.00010789   -0 46 40.9
 AJ3605;SPC AZ C     -   992,364.78    273,892.67   iFT  1.00010789   -0 46 40.9
 AJ3605;UTM  12      - 3,733,515.141   285,214.811   MT  1.00016876   -1 17 14.3
 AJ3605
 AJ3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3605!SPC AZ C     -   0.99991874  x   1.00010789  =   1.00002662
 AJ3605!UTM  12      -   0.99991874  x   1.00016876  =   1.00008748
 AJ3605
 AJ3605                          SUPERSEDED SURVEY CONTROL
 AJ3605
 AJ3605.No superseded survey control is available for this station.
 AJ3605
 AJ3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8521533515(NAD 83)
 AJ3605_MARKER: I = METAL ROD
 AJ3605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3605+WITH SETTING: INFORMATION.
 AJ3605_STAMPING: 4IU2 1999
 AJ3605_MARK LOGO: MCDOT 
 AJ3605_PROJECTION: FLUSH
 AJ3605_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3605+STABILITY: POSITION/ELEVATION WELL
 AJ3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3605+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3605_ROD/PIPE-DEPTH:  2.1 meters
 AJ3605_SLEEVE-DEPTH  :  0.8 meters
 AJ3605
 AJ3605  HISTORY     - Date     Condition        Report By
 AJ3605  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3605
 AJ3605                          STATION DESCRIPTION
 AJ3605
 AJ3605'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3605'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3605'PHOENIX, TOWNSHIP 04 NORTH, RANGE 10 WEST, SECTION 06
 AJ3605'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3605'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3605'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3605'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3605'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3605'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 8.3 MI (13.4 KM) TO A
 AJ3605'DIRT ROAD ON WEST SIDE OF EAGLE EYE ROAD(AND A SIGN ON THE EAST SIDE
 AJ3605'OF EAGLE EYE ROAD WHICH READS HARQUAHALA MOUNTAIN WILDERNESS AREA)
 AJ3605'BETWEEN MILE POST 8 AND MILE POST 9, THENCE TURN LEFT (WEST) ON TO
 AJ3605'DIRT ROAD AND DRIVE ACROSS A SERIES OF FIVE WASHES FOR 1.2 MI (1.9 KM)
 AJ3605'TO A T INTERSECTION OF A DIRT ROAD, THENCE TURN LEFT (SOUTH) ON TO
 AJ3605'DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO AN OLD CATTLE PEN ON EAST SIDE
 AJ3605'OF ROAD AND A DIRT ROAD ON WEST SIDE, THENCE CONTINUE STRAIGHT (SOUTH)
 AJ3605'FOR 0.5 MI (0.8 KM) TO THE EAST EDGE OF ROAD AND TO THE STATION AS
 AJ3605'DESCRIBED
 AJ3605'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3605'COMPRESSED ON A 7 FOOT (2.13 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3605'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3605'WITH A COUNTY LOGO ACCESS COVER STAMPED 4IU2 1999, SURROUNDED WITH A
 AJ3605'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3605'MARKER
 AJ3605'STATION TIES - FURTHEST TO CLOSEST
 AJ3605'0.5 MI (0.8 KM) - SOUTH OF OLD CATTLE PEN
 AJ3605'MONUMENT IS LOCATED ON THE EAST EDGE OF ROAD
 AJ3605'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3605'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3605'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3871 ***********************************************************************
 AJ3871  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3871  DESIGNATION -  4JB3
 AJ3871  PID         -  AJ3871
 AJ3871  STATE/COUNTY-  AZ/MARICOPA
 AJ3871  USGS QUAD   -  BALDY MTN (1981)
 AJ3871
 AJ3871                         *CURRENT SURVEY CONTROL
 AJ3871  ___________________________________________________________________
 AJ3871* NAD 83(1992)-  33 45 36.44516(N)    112 21 32.80830(W)     ADJUSTED  
 AJ3871* NAVD 88     -       450.01   (meters)    1476.4    (feet)  GPS OBS   
 AJ3871  ___________________________________________________________________
 AJ3871  X           -  -2,019,386.446 (meters)                     COMP
 AJ3871  Y           -  -4,909,339.525 (meters)                     COMP
 AJ3871  Z           -   3,524,590.751 (meters)                     COMP
 AJ3871  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AJ3871  ELLIP HEIGHT-         420.33  (meters)          (04/12/01) GPS OBS
 AJ3871  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AJ3871
 AJ3871  HORZ ORDER  -  B
 AJ3871  ELLP ORDER  -  THIRD     CLASS II
 AJ3871
 AJ3871.The horizontal coordinates were established by GPS observations
 AJ3871.and adjusted by the National Geodetic Survey in April 2001..
 AJ3871
 AJ3871.The orthometric height was determined by GPS observations and a
 AJ3871.high-resolution geoid model using precise GPS observation and
 AJ3871.processing techniques.
 AJ3871
 AJ3871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3871
 AJ3871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3871
 AJ3871.The ellipsoidal height was determined by GPS observations
 AJ3871.and is referenced to NAD 83.
 AJ3871
 AJ3871.The geoid height was determined by GEOID03.
 AJ3871
 AJ3871;                    North         East     Units Scale Factor Converg.
 AJ3871;SPC AZ C     -   306,137.316   172,374.056   MT  0.99992070   -0 14 45.2
 AJ3871;SPC AZ C     - 1,004,387.52    565,531.68   iFT  0.99992070   -0 14 45.2
 AJ3871;UTM  12      - 3,736,389.179   374,132.575   MT  0.99979531   -0 45 19.4
 AJ3871
 AJ3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3871!SPC AZ C     -   0.99993402  x   0.99992070  =   0.99985472
 AJ3871!UTM  12      -   0.99993402  x   0.99979531  =   0.99972934
 AJ3871
 AJ3871                          SUPERSEDED SURVEY CONTROL
 AJ3871
 AJ3871.No superseded survey control is available for this station.
 AJ3871
 AJ3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7413336389(NAD 83)
 AJ3871_MARKER: DD = SURVEY DISK
 AJ3871_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3871_STAMPING: 4JB3 2000
 AJ3871_MARK LOGO: MCDOT 
 AJ3871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3871+STABILITY: POSITION/ELEVATION WELL
 AJ3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3871+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3871
 AJ3871  HISTORY     - Date     Condition        Report By
 AJ3871  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3871
 AJ3871                          STATION DESCRIPTION
 AJ3871
 AJ3871'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3871'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF PEORIA, TOWNSHIP 5
 AJ3871'NORTH, RANGE 1 WEST, SECTION 21
 AJ3871'OWNERSHIP - STATE LAND
 AJ3871'TO REACH THE STATION FROM THE JUNCTION OF CAREFREE HIGHWAY AND LAKE
 AJ3871'PLEASANT ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 5.5 MI (8.9 KM) TO
 AJ3871'THE INTERSECTION OF JOMAX ROAD AND LAKE PLEASANT ROAD, THENCE TURN
 AJ3871'RIGHT (WEST) ON JOMAX ROAD AND DRIVE 1.2 MI (1.9 KM) TO THE
 AJ3871'INTERSECTION OF 107TH AVENUE AND JOMAX ROAD, THENCE CONTINUE DRIVING
 AJ3871'NORTHWEST ON JOMAX ROAD 0.3 MI (0.5 KM) TO THE END OF PAVEMENT, THENCE
 AJ3871'CONTINUE DRIVING NORTHWEST ON THE DIRT ROAD 0.4 MI (0.6 KM) TO AN
 AJ3871'UNMARKED DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING NORTHWEST 0.1
 AJ3871'MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE CONTINUE
 AJ3871'DRIVING NORTHWEST, WEST AND SOUTHWEST 0.7 MI (1.1 KM) TO AN UNMARKED
 AJ3871'DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING SOUTHWEST 0.4 MI (0.6
 AJ3871'KM) TO 115TH AVENUE (DIRT ROAD) ON THE LEFT, THENCE CONTINUE DRIVING
 AJ3871'WESTERLY 0.6 MI (1.0 KM) TO LARGE OVERHEAD HIGH POWER LINES, THENCE
 AJ3871'CONTINUE DRIVING WESTERLY CROSSING THE POWER LINES 0.1 MI (0.2 KM) TO
 AJ3871'A CATTLE GUARD, THENCE CONTINUE ACROSS THE CATTLE GUARD DRIVING
 AJ3871'WESTERLY 0.9 MI (1.4 KM) TO A SMALL BRIDGE ACROSS THE BEARDSLEY CANAL
 AJ3871'ALIGNMENT, THENCE CROSS THE BRIDGE AND TURN TO THE RIGHT (NORTHEAST)
 AJ3871'AND DRIVE NORTHEASTERLY ON AN UNMARKED DIRT ROAD 1.3 MI (2.1 KM) TO AN
 AJ3871'UNMARKED DIRT ROAD ON THE RIGHT, THENCE CONTINUE DRIVING NORTHEASTERLY
 AJ3871'AND NORTHERLY 1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE STAY TO THE
 AJ3871'LEFT SIDE OF THE Y AND CONTINUE DRIVING ON THE DIRT ROAD NORTHWESTERLY
 AJ3871'1.3 MI (2.1 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT
 AJ3871'ONTO THE DIRT ROAD AND DRIVE SOUTHWESTERLY 0.1 MI (0.2 KM) TO A CHAIN
 AJ3871'LINK FENCE FOR THE HAYDEN RHODES AQUEDUCT (CAP CANAL) , THENCE TURN
 AJ3871'LEFT AND FOLLOW THE CHAIN LINK FENCE SOUTHEAST AND SOUTHWEST AROUND A
 AJ3871'CORNER 0.1 MI, (0.2 KM) THENCE TURN LEFT (SOUTH) ONTO AN UNMARKED DIRT
 AJ3871'ROAD DEPARTING THE FENCE AND DRIVE SOUTHERLY 0.6 MI (1.0 KM) TO A
 AJ3871'WASH, THENCE DRIVE INTO THE WASH AND TURN RIGHT FOLLOWING THE WASH
 AJ3871'NORTHWESTERLY 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON LEFT, THENCE
 AJ3871'TURN LEFT (WESTERLY) ONTO THE DIRT ROAD EXITING THE WASH AND DRIVE 0.2
 AJ3871'MI (0.3 KM) TO A FENCE, THENCE CONTINUE DRIVING WESTERLY ON THE DIRT
 AJ3871'ROAD 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT OF
 AJ3871'THE Y AND CONTINUE DRIVING SOUTHWESTERLY AND SOUTHERLY 0.5 MI (0.8 KM)
 AJ3871'TO THE STATION ON THE RIGHT 150 EAST OF THE CENTERLINE OF THE DIRT
 AJ3871'ROAD
 AJ3871'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3871'DISK STAMPED 4JB3 2000, SET IN A ROCK OUTCROP
 AJ3871'STATION TIES -
 AJ3871'150 FT (45.7 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3871'100 FT (30.5 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3871'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3871'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3872 ***********************************************************************
 AJ3872  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3872  DESIGNATION -  4JD2
 AJ3872  PID         -  AJ3872
 AJ3872  STATE/COUNTY-  AZ/MARICOPA
 AJ3872  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3872
 AJ3872                         *CURRENT SURVEY CONTROL
 AJ3872  ___________________________________________________________________
 AJ3872* NAD 83(1992)-  33 46 03.95508(N)    112 27 52.13885(W)     ADJUSTED  
 AJ3872* NAVD 88     -       491.49   (meters)    1612.5    (feet)  GPS OBS   
 AJ3872  ___________________________________________________________________
 AJ3872  X           -  -2,028,244.654 (meters)                     COMP
 AJ3872  Y           -  -4,905,213.900 (meters)                     COMP
 AJ3872  Z           -   3,525,318.423 (meters)                     COMP
 AJ3872  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3872  ELLIP HEIGHT-         461.69  (meters)          (04/12/01) GPS OBS
 AJ3872  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3872
 AJ3872  HORZ ORDER  -  B
 AJ3872  ELLP ORDER  -  THIRD     CLASS II
 AJ3872
 AJ3872.The horizontal coordinates were established by GPS observations
 AJ3872.and adjusted by the National Geodetic Survey in April 2001..
 AJ3872
 AJ3872.The orthometric height was determined by GPS observations and a
 AJ3872.high-resolution geoid model using precise GPS observation and
 AJ3872.processing techniques.
 AJ3872
 AJ3872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3872
 AJ3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3872
 AJ3872.The ellipsoidal height was determined by GPS observations
 AJ3872.and is referenced to NAD 83.
 AJ3872
 AJ3872.The geoid height was determined by GEOID03.
 AJ3872
 AJ3872;                    North         East     Units Scale Factor Converg.
 AJ3872;SPC AZ C     -   307,031.720   162,617.570   MT  0.99993173   -0 18 16.2
 AJ3872;SPC AZ C     - 1,007,321.92    533,522.21   iFT  0.99993173   -0 18 16.2
 AJ3872;UTM  12      - 3,737,370.204   364,385.552   MT  0.99982673   -0 48 50.8
 AJ3872
 AJ3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3872!SPC AZ C     -   0.99992753  x   0.99993173  =   0.99985926
 AJ3872!UTM  12      -   0.99992753  x   0.99982673  =   0.99975427
 AJ3872
 AJ3872                          SUPERSEDED SURVEY CONTROL
 AJ3872
 AJ3872.No superseded survey control is available for this station.
 AJ3872
 AJ3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6438637370(NAD 83)
 AJ3872_MARKER: I = METAL ROD
 AJ3872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3872_STAMPING: 4JD2 1999
 AJ3872_MARK LOGO: MCDOT 
 AJ3872_PROJECTION: PROJECTING 18 CENTIMETERS
 AJ3872_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3872+STABILITY: POSITION/ELEVATION WELL
 AJ3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3872+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3872_ROD/PIPE-DEPTH:  8.5 meters
 AJ3872_SLEEVE-DEPTH  :  0.8 meters
 AJ3872
 AJ3872  HISTORY     - Date     Condition        Report By
 AJ3872  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3872
 AJ3872                          STATION DESCRIPTION
 AJ3872
 AJ3872'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3872'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF SUN CITY
 AJ3872'WEST, TOWNSHIP 5 NORTH, RANGE 2 WEST, SECTION 16
 AJ3872'OWNERSHIP - PRIVATE
 AJ3872'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3872'203RD AVENUE, DRIVE NORTH ON 203RD AVENUE 1.9 MI (3.1 KM) TO THE
 AJ3872'INTERSECTION OF DOVE VALLEY ROAD AND 203RD AVENUE, THENCE TURN RIGHT
 AJ3872'(EAST) ONTO DOVE VALLEY ROAD AND DRIVE 2.0 MI (3.2 KM) TO A
 AJ3872'NORTH-SOUTH DIRT ROAD, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD
 AJ3872'AND DRIVE 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT 30 FT (9.1 M)
 AJ3872'FROM THE CENTERLINE OF THE DIRT ROAD
 AJ3872'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 28.0 FOOT
 AJ3872'(8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3872'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3872'ACCESS COVER STAMPED 4JD2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3872'ABOVE THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3872'STATION TIES -
 AJ3872'30 FT (9.1 M) WEST OF A DIRT ROAD
 AJ3872'44 FT (13.4 M) NORTHWEST OF A GLO MONUMENT
 AJ3872'25 FT (7.6 M) NORTH OF A DIRT ROAD
 AJ3872'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3872'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3873 ***********************************************************************
 AJ3873  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3873  DESIGNATION -  4JF2
 AJ3873  PID         -  AJ3873
 AJ3873  STATE/COUNTY-  AZ/MARICOPA
 AJ3873  USGS QUAD   -  WITTMANN (1981)
 AJ3873
 AJ3873                         *CURRENT SURVEY CONTROL
 AJ3873  ___________________________________________________________________
 AJ3873* NAD 83(1992)-  33 46 04.39833(N)    112 34 06.99510(W)     ADJUSTED  
 AJ3873* NAVD 88     -       512.03   (meters)    1679.9    (feet)  GPS OBS   
 AJ3873  ___________________________________________________________________
 AJ3873  X           -  -2,037,159.416 (meters)                     COMP
 AJ3873  Y           -  -4,901,528.435 (meters)                     COMP
 AJ3873  Z           -   3,525,341.132 (meters)                     COMP
 AJ3873  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3873  ELLIP HEIGHT-         482.12  (meters)          (04/12/01) GPS OBS
 AJ3873  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AJ3873
 AJ3873  HORZ ORDER  -  B
 AJ3873  ELLP ORDER  -  THIRD     CLASS II
 AJ3873
 AJ3873.The horizontal coordinates were established by GPS observations
 AJ3873.and adjusted by the National Geodetic Survey in April 2001..
 AJ3873
 AJ3873.The orthometric height was determined by GPS observations and a
 AJ3873.high-resolution geoid model using precise GPS observation and
 AJ3873.processing techniques.
 AJ3873
 AJ3873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3873
 AJ3873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3873
 AJ3873.The ellipsoidal height was determined by GPS observations
 AJ3873.and is referenced to NAD 83.
 AJ3873
 AJ3873.The geoid height was determined by GEOID03.
 AJ3873
 AJ3873;                    North         East     Units Scale Factor Converg.
 AJ3873;SPC AZ C     -   307,101.507   152,972.591   MT  0.99994494   -0 21 44.6
 AJ3873;SPC AZ C     - 1,007,550.88    501,878.58   iFT  0.99994494   -0 21 44.6
 AJ3873;UTM  12      - 3,737,525.763   354,742.491   MT  0.99986012   -0 52 19.3
 AJ3873
 AJ3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3873!SPC AZ C     -   0.99992432  x   0.99994494  =   0.99986926
 AJ3873!UTM  12      -   0.99992432  x   0.99986012  =   0.99978445
 AJ3873
 AJ3873                          SUPERSEDED SURVEY CONTROL
 AJ3873
 AJ3873.No superseded survey control is available for this station.
 AJ3873
 AJ3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5474237526(NAD 83)
 AJ3873_MARKER: I = METAL ROD
 AJ3873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3873_STAMPING: 4JF2 1999
 AJ3873_MARK LOGO: MCDOT 
 AJ3873_PROJECTION: FLUSH
 AJ3873_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3873+STABILITY: POSITION/ELEVATION WELL
 AJ3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3873+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2006
 AJ3873_ROD/PIPE-DEPTH: 15.5 meters
 AJ3873_SLEEVE-DEPTH  :  0.8 meters
 AJ3873
 AJ3873  HISTORY     - Date     Condition        Report By
 AJ3873  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3873  HISTORY     - 20060103 GOOD             EVANS
 AJ3873
 AJ3873                          STATION DESCRIPTION
 AJ3873
 AJ3873'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3873'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3873'WITTMANN, TOWNSHIP 5 NORTH, RANGE 3 WEST, SECTION 16
 AJ3873'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3873'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3873'CENTER STREET IN WITTMANN, DRIVE SOUTHEAST ON CENTER STREET 0.4 MI
 AJ3873'(0.6 KM) TO THE INTERSECTION OF CROZIER ROAD AND CENTER STREET, THENCE
 AJ3873'TURN LEFT (SOUTH) ONTO CROZIER ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE
 AJ3873'INTERSECTION OF LONE MOUNTAIN ROAD AND CROZIER ROAD, THENCE TURN RIGHT
 AJ3873'(WEST) ONTO LONE MOUNTAIN ROAD AND DRIVE 2.0 MI (3.2 KM) TO A BARBED
 AJ3873'WIRE FENCE CORNER AND GLO BRASS CAP FOR THE SOUTHEAST CORNER OF
 AJ3873'SECTION 16 ON THE RIGHT (NORTH) SIDE OF THE ROAD, THENCE CONTINUE
 AJ3873'DRIVING WEST 73 FT (22.3 M) TO THE STATION ABOUT 78 FT (23.8 M) ON THE
 AJ3873'RIGHT (NORTH) THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A
 AJ3873'50.7 FOOT (15.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A
 AJ3873'1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3873'LOGO ACCESS COVER STAMPED 4JF2 1999, SURROUNDED WITH A CONCRETE FLUSH
 AJ3873'COLLAR WITH THE GROUND, WITNESSED BY WHITE CARSONITE MARKER
 AJ3873'STATION TIES -
 AJ3873'72.8 FT (22.2 M) WEST OF A BARBED WIRE FENCE
 AJ3873'51.0 FT (15.5 M) NORTHWEST OF A BUREAU OF RECLAMATION BRASS CAP SET IN
 AJ3873'CONCRETE STAMPED H-17 1955 ELEVATION 1678.5
 AJ3873'68.0 FT (20.7 M) NORTH OF A BARBED WIRE FENCE
 AJ3873'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3873'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3873
 AJ3873                          STATION RECOVERY (2006)
 AJ3873
 AJ3873'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MRV)
 AJ3873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3874 ***********************************************************************
 AJ3874  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3874  DESIGNATION -  4JH5
 AJ3874  PID         -  AJ3874
 AJ3874  STATE/COUNTY-  AZ/MARICOPA
 AJ3874  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3874
 AJ3874                         *CURRENT SURVEY CONTROL
 AJ3874  ___________________________________________________________________
 AJ3874* NAD 83(1992)-  33 46 08.44057(N)    112 39 49.77108(W)     ADJUSTED  
 AJ3874* NAVD 88     -       520.46   (meters)    1707.5    (feet)  GPS OBS   
 AJ3874  ___________________________________________________________________
 AJ3874  X           -  -2,045,278.066 (meters)                     COMP
 AJ3874  Y           -  -4,898,078.755 (meters)                     COMP
 AJ3874  Z           -   3,525,449.291 (meters)                     COMP
 AJ3874  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3874  ELLIP HEIGHT-         490.43  (meters)          (04/12/01) GPS OBS
 AJ3874  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3874
 AJ3874  HORZ ORDER  -  B
 AJ3874  ELLP ORDER  -  THIRD     CLASS II
 AJ3874
 AJ3874.The horizontal coordinates were established by GPS observations
 AJ3874.and adjusted by the National Geodetic Survey in April 2001..
 AJ3874
 AJ3874.The orthometric height was determined by GPS observations and a
 AJ3874.high-resolution geoid model using precise GPS observation and
 AJ3874.processing techniques.
 AJ3874
 AJ3874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3874
 AJ3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3874
 AJ3874.The ellipsoidal height was determined by GPS observations
 AJ3874.and is referenced to NAD 83.
 AJ3874
 AJ3874.The geoid height was determined by GEOID03.
 AJ3874
 AJ3874;                    North         East     Units Scale Factor Converg.
 AJ3874;SPC AZ C     -   307,285.899   144,153.801   MT  0.99995903   -0 24 55.2
 AJ3874;SPC AZ C     - 1,008,155.84    472,945.54   iFT  0.99995903   -0 24 55.2
 AJ3874;UTM  12      - 3,737,788.574   345,926.356   MT  0.99989265   -0 55 30.0
 AJ3874
 AJ3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3874!SPC AZ C     -   0.99992301  x   0.99995903  =   0.99988205
 AJ3874!UTM  12      -   0.99992301  x   0.99989265  =   0.99981567
 AJ3874
 AJ3874                          SUPERSEDED SURVEY CONTROL
 AJ3874
 AJ3874.No superseded survey control is available for this station.
 AJ3874
 AJ3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4592637789(NAD 83)
 AJ3874_MARKER: I = METAL ROD
 AJ3874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3874_STAMPING: 4JH5 1999
 AJ3874_MARK LOGO: MCDOT 
 AJ3874_PROJECTION: FLUSH
 AJ3874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3874+STABILITY: POSITION/ELEVATION WELL
 AJ3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3874+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3874_ROD/PIPE-DEPTH: 29.3 meters
 AJ3874_SLEEVE-DEPTH  :  0.8 meters
 AJ3874
 AJ3874  HISTORY     - Date     Condition        Report By
 AJ3874  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3874
 AJ3874                          STATION DESCRIPTION
 AJ3874
 AJ3874'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3874'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF THE TOWN OF
 AJ3874'WITTMANN, TOWNSHIP 5 NORTH, RANGE 4 WEST, SECTION 15
 AJ3874'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3874'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3874'PATTON ROAD, DRIVE WEST ON PATTON ROAD 11.2 MI (18.0 KM) TO THE
 AJ3874'INTERSECTION OF OGDEN ROAD AND PATTON ROAD, THENCE TURN RIGHT (NORTH)
 AJ3874'ONTO OGDEN ROAD AND DRIVE NORTHEASTERLY 2.0 MI (3.2 KM) TO A Y IN THE
 AJ3874'ROAD, THENCE STAY TO THE LEFT OF THE Y AND DRIVE 0.5 MI (0.8 KM) AND
 AJ3874'PARK, THENCE HIKE ABOUT 30 YARDS NORTH UP ON TOP OF A KNOLL TO THE
 AJ3874'STATION
 AJ3874'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 96.0 FOOT
 AJ3874'(29.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3874'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3874'ACCESS COVER STAMPED 4JH5 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3874'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3874'STATION TIES -
 AJ3874'NO TIES
 AJ3874'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3874'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3875 ***********************************************************************
 AJ3875  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3875  DESIGNATION -  4JJ2
 AJ3875  PID         -  AJ3875
 AJ3875  STATE/COUNTY-  AZ/MARICOPA
 AJ3875  USGS QUAD   -  VULTURE MINE (1990)
 AJ3875
 AJ3875                         *CURRENT SURVEY CONTROL
 AJ3875  ___________________________________________________________________
 AJ3875* NAD 83(1992)-  33 46 03.88694(N)    112 46 36.97130(W)     ADJUSTED  
 AJ3875* NAVD 88     -       535.36   (meters)    1756.4    (feet)  GPS OBS   
 AJ3875  ___________________________________________________________________
 AJ3875  X           -  -2,054,978.627 (meters)                     COMP
 AJ3875  Y           -  -4,894,114.739 (meters)                     COMP
 AJ3875  Z           -   3,525,340.867 (meters)                     COMP
 AJ3875  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AJ3875  ELLIP HEIGHT-         505.21  (meters)          (04/12/01) GPS OBS
 AJ3875  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3875
 AJ3875  HORZ ORDER  -  B
 AJ3875  ELLP ORDER  -  THIRD     CLASS II
 AJ3875
 AJ3875.The horizontal coordinates were established by GPS observations
 AJ3875.and adjusted by the National Geodetic Survey in April 2001..
 AJ3875
 AJ3875.The orthometric height was determined by GPS observations and a
 AJ3875.high-resolution geoid model using precise GPS observation and
 AJ3875.processing techniques.
 AJ3875
 AJ3875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3875
 AJ3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3875
 AJ3875.The ellipsoidal height was determined by GPS observations
 AJ3875.and is referenced to NAD 83.
 AJ3875
 AJ3875.The geoid height was determined by GEOID03.
 AJ3875
 AJ3875;                    North         East     Units Scale Factor Converg.
 AJ3875;SPC AZ C     -   307,227.305   133,675.329   MT  0.99997825   -0 28 41.5
 AJ3875;SPC AZ C     - 1,007,963.60    438,567.35   iFT  0.99997825   -0 28 41.5
 AJ3875;UTM  12      - 3,737,823.195   335,448.358   MT  0.99993381   -0 59 16.4
 AJ3875
 AJ3875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3875!SPC AZ C     -   0.99992069  x   0.99997825  =   0.99989895
 AJ3875!UTM  12      -   0.99992069  x   0.99993381  =   0.99985451
 AJ3875
 AJ3875                          SUPERSEDED SURVEY CONTROL
 AJ3875
 AJ3875.No superseded survey control is available for this station.
 AJ3875
 AJ3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3544837823(NAD 83)
 AJ3875_MARKER: I = METAL ROD
 AJ3875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3875_STAMPING: 4JJ2 12/99
 AJ3875_MARK LOGO: MCDOT 
 AJ3875_PROJECTION: FLUSH
 AJ3875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3875+STABILITY: POSITION/ELEVATION WELL
 AJ3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3875+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3875_ROD/PIPE-DEPTH:  3.0 meters
 AJ3875_SLEEVE-DEPTH  :  0.8 meters
 AJ3875
 AJ3875  HISTORY     - Date     Condition        Report By
 AJ3875  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3875
 AJ3875                          STATION DESCRIPTION
 AJ3875
 AJ3875'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3875'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH-SOUTHWEST OF THE
 AJ3875'TOWN OF WICKENBURG, TOWNSHIP 5 NORTH, RANGE 5 WEST, SECTION 22
 AJ3875'OWNERSHIP - PRIVATE
 AJ3875'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND VULTURE MINE
 AJ3875'ROAD, DRIVE SOUTHWESTERLY ON VULTURE MINE ROAD 11.7 MI (18.8 KM) TO AN
 AJ3875'UNMARKED DIRT ROAD ON THE LEFT BEING 0.5 MI (0.8 KM) SOUTHWEST OF
 AJ3875'MILEPOST 25, THENCE TURN LEFT (SOUTHEAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3875'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AND
 AJ3875'CONTINUE DRIVING 0N THE DIRT ROAD 0.9 MI (1.4 KM) TO A GATE IN A
 AJ3875'BARBED WIRE FENCE WITH A CATTLE GUARD, THENCE DRIVE THROUGH THE GATE
 AJ3875'AND STAY TO THE RIGHT OF A Y IN THE ROAD AND CONTINUE DRIVING ON THE
 AJ3875'DIRT ROAD 1.2 MI (1.9 KM) TO A BEND IN THE ROAD TO THE LEFT (EAST) ,
 AJ3875'THENCE CONTINUE DRIVING EAST ON THE ROAD 2.2 MI (3.5 KM) TO 331ST
 AJ3875'AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN SOUTH ONTO 331ST AVENUE
 AJ3875'AND DRIVE 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT 30 FT (9.1 M)
 AJ3875'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 10.0 FOOT
 AJ3875'(3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3875'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3875'ACCESS COVER STAMPED 4JJ2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3875'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3875'STATION TIES -
 AJ3875'30 FT (9.1 M) WEST OF 331ST AVE (DIRT ROAD) 50 FT (15.2 M) NORTH OF A
 AJ3875'DIRT ROAD HEADING EAST
 AJ3875'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3875'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3606 ***********************************************************************
 AJ3606  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3606  DESIGNATION -  4JL2
 AJ3606  PID         -  AJ3606
 AJ3606  STATE/COUNTY-  AZ/MARICOPA
 AJ3606  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3606
 AJ3606                         *CURRENT SURVEY CONTROL
 AJ3606  ___________________________________________________________________
 AJ3606* NAD 83(1992)-  33 46 56.78948(N)    112 53 23.39968(W)     ADJUSTED  
 AJ3606* NAVD 88     -       590.72   (meters)    1938.1    (feet)  GPS OBS   
 AJ3606  ___________________________________________________________________
 AJ3606  X           -  -2,064,283.501 (meters)                     COMP
 AJ3606  Y           -  -4,889,263.580 (meters)                     COMP
 AJ3606  Z           -   3,526,726.613 (meters)                     COMP
 AJ3606  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AJ3606  ELLIP HEIGHT-         560.55  (meters)          (04/12/01) GPS OBS
 AJ3606  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3606
 AJ3606  HORZ ORDER  -  B
 AJ3606  ELLP ORDER  -  THIRD     CLASS II
 AJ3606
 AJ3606.The horizontal coordinates were established by GPS observations
 AJ3606.and adjusted by the National Geodetic Survey in April 2001..
 AJ3606
 AJ3606.The orthometric height was determined by GPS observations and a
 AJ3606.high-resolution geoid model using precise GPS observation and
 AJ3606.processing techniques.
 AJ3606
 AJ3606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3606
 AJ3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3606
 AJ3606.The ellipsoidal height was determined by GPS observations
 AJ3606.and is referenced to NAD 83.
 AJ3606
 AJ3606.The geoid height was determined by GEOID03.
 AJ3606
 AJ3606;                    North         East     Units Scale Factor Converg.
 AJ3606;SPC AZ C     -   308,950.204   123,233.006   MT  1.00000011   -0 32 28.2
 AJ3606;SPC AZ C     - 1,013,616.15    404,307.76   iFT  1.00000011   -0 32 28.2
 AJ3606;UTM  12      - 3,739,638.879   325,022.129   MT  0.99997746   -1 03 03.9
 AJ3606
 AJ3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3606!SPC AZ C     -   0.99991201  x   1.00000011  =   0.99991212
 AJ3606!UTM  12      -   0.99991201  x   0.99997746  =   0.99988947
 AJ3606
 AJ3606                          SUPERSEDED SURVEY CONTROL
 AJ3606
 AJ3606.No superseded survey control is available for this station.
 AJ3606
 AJ3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2502239639(NAD 83)
 AJ3606_MARKER: I = METAL ROD
 AJ3606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3606_STAMPING: 4JL2 1999
 AJ3606_MARK LOGO: MCDOT 
 AJ3606_PROJECTION: FLUSH
 AJ3606_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3606+STABILITY: POSITION/ELEVATION WELL
 AJ3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3606+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3606_ROD/PIPE-DEPTH:  4.9 meters
 AJ3606_SLEEVE-DEPTH  :  0.8 meters
 AJ3606
 AJ3606  HISTORY     - Date     Condition        Report By
 AJ3606  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3606
 AJ3606                          STATION DESCRIPTION
 AJ3606
 AJ3606'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3606'THE STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF THE CITY
 AJ3606'OF WICKENBURG TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 09
 AJ3606'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3606'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE WEST
 AJ3606'ON US 60 FOR 0.25 MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT
 AJ3606'(SOUTH) ON TO VULTURE MINE ROAD AND DRIVE 12.7 MI (20.4 KM) TO MILE
 AJ3606'POST 22, THENCE CONTINUE SOUTHWEST (CROSSING JIMMIE WASH) ON VULTURE
 AJ3606'MINE ROAD FOR 0.5 MI (0.8 KM) TO A DIRT ROAD ON THE WEST SIDE OF
 AJ3606'VULTURE MINE ROAD, THENCE TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE
 AJ3606'1.3 MI (2.1 KM) TO A BARBED WIRE FENCE T-OFF ON THE NORTH SIDE OF DIRT
 AJ3606'ROAD (JUST WEST OF A DIRT TRAIL FORK) , THENCE CONTINUE WEST ON DIRT
 AJ3606'ROAD (CROSSING UNDER POWER TRANSMISSION LINES) FOR 0.9 MI (1.4 KM) TO
 AJ3606'G.L.O.  PIPE ON SOUTH SIDE OF ROAD, PARK VEHICLE AND WALK 35 FT (10.7
 AJ3606'M) NORTH OF BARBED WIRE FENCE ON NORTH SIDE OF DIRT ROAD AND TO THE
 AJ3606'STATION AS DESCRIBED
 AJ3606'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3606'COMPRESSED ON A 16 FOOT (4.88 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3606'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3606'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4JL2 1999, SURROUNDED
 AJ3606'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3606'CARSONITE MARKER
 AJ3606'STATION TIES - FURTHEST TO CLOSEST
 AJ3606'13.2 MI (21.2 KM) - SOUTH OF US 60
 AJ3606'2.2 MI (3.5 KM) - WEST OF VULTURE MINE ROAD
 AJ3606'35 FT (10.7 M) - NORTH OF BARBED WIRE FENCE ON NORTH SIDE OF DIRT ROAD
 AJ3606'AND G.L.O.  PIPE AT 1/4 CORNER SEC 9/SEC 16
 AJ3606'4 FT (1.2 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3606'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3606'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3607 ***********************************************************************
 AJ3607  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3607  DESIGNATION -  4JN4
 AJ3607  PID         -  AJ3607
 AJ3607  STATE/COUNTY-  AZ/MARICOPA
 AJ3607  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3607
 AJ3607                         *CURRENT SURVEY CONTROL
 AJ3607  ___________________________________________________________________
 AJ3607* NAD 83(1992)-  33 46 58.87130(N)    112 59 12.58330(W)     ADJUSTED  
 AJ3607* NAVD 88     -       622.36   (meters)    2041.9    (feet)  GPS OBS   
 AJ3607  ___________________________________________________________________
 AJ3607  X           -  -2,072,553.848 (meters)                     COMP
 AJ3607  Y           -  -4,885,753.305 (meters)                     COMP
 AJ3607  Z           -   3,526,797.495 (meters)                     COMP
 AJ3607  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3607  ELLIP HEIGHT-         592.14  (meters)          (04/12/01) GPS OBS
 AJ3607  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AJ3607
 AJ3607  HORZ ORDER  -  B
 AJ3607  ELLP ORDER  -  THIRD     CLASS II
 AJ3607
 AJ3607.The horizontal coordinates were established by GPS observations
 AJ3607.and adjusted by the National Geodetic Survey in April 2001..
 AJ3607
 AJ3607.The orthometric height was determined by GPS observations and a
 AJ3607.high-resolution geoid model using precise GPS observation and
 AJ3607.processing techniques.
 AJ3607
 AJ3607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3607
 AJ3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3607
 AJ3607.The ellipsoidal height was determined by GPS observations
 AJ3607.and is referenced to NAD 83.
 AJ3607
 AJ3607.The geoid height was determined by GEOID03.
 AJ3607
 AJ3607;                    North         East     Units Scale Factor Converg.
 AJ3607;SPC AZ C     -   309,103.423   114,250.337   MT  1.00002106   -0 35 42.4
 AJ3607;SPC AZ C     - 1,014,118.84    374,837.06   iFT  1.00002106   -0 35 42.4
 AJ3607;UTM  12      - 3,739,872.038   316,041.298   MT  1.00001720   -1 06 18.3
 AJ3607
 AJ3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3607!SPC AZ C     -   0.99990705  x   1.00002106  =   0.99992811
 AJ3607!UTM  12      -   0.99990705  x   1.00001720  =   0.99992425
 AJ3607
 AJ3607                          SUPERSEDED SURVEY CONTROL
 AJ3607
 AJ3607.No superseded survey control is available for this station.
 AJ3607
 AJ3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1604139872(NAD 83)
 AJ3607_MARKER: I = METAL ROD
 AJ3607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3607+WITH SETTING: INFORMATION.
 AJ3607_STAMPING: 4JN4 1999
 AJ3607_MARK LOGO: MCDOT 
 AJ3607_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ3607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3607+STABILITY: POSITION/ELEVATION WELL
 AJ3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3607+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3607_ROD/PIPE-DEPTH:  2.7 meters
 AJ3607_SLEEVE-DEPTH  :  0.8 meters
 AJ3607
 AJ3607  HISTORY     - Date     Condition        Report By
 AJ3607  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3607
 AJ3607                          STATION DESCRIPTION
 AJ3607
 AJ3607'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3607'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3607'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 31
 AJ3607'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3607'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3607'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3607'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3607'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3607'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 21.4 MI (34.4 KM) TO AGUILA
 AJ3607'ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 13.6 MI
 AJ3607'(21.9 KM) TO A DIRT ROAD ON THE NORTH SIDE OF AGUILA ROAD (0.4 MI WEST
 AJ3607'OF MILE POST 14) AND PARK, THENCE WALK 32 FT (9.8 M) EAST OF
 AJ3607'INTERSECTING DIRT ROAD AND 42 FT (12.8 M) NORTH OF AGUILA ROAD AND TO
 AJ3607'THE STATION AS DESCRIBED
 AJ3607'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3607'COMPRESSED ON A 9 FOOT (2.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3607'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3607'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JN4 1999, SURROUNDED WITH A
 AJ3607'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3607'MARKER
 AJ3607'STATION TIES - FURTHEST TO CLOSEST
 AJ3607'13.8 MI (22.2 KM) - EAST OF EAGLE EYE ROAD
 AJ3607'0.4 MI (0.6 KM) - WEST OF MILE POST 14 ON AGUILA ROAD
 AJ3607'42 FT (12.8 M) - NORTH OF AGUILA ROAD
 AJ3607'32 FT (9.8 M) - EAST OF INTERSECTING DIRT ROAD
 AJ3607'UNKNOWN FOOTAGE - FROM CARSONITE WITNESS POST
 AJ3607'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3607'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3608 ***********************************************************************
 AJ3608  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3608  DESIGNATION -  4JP3
 AJ3608  PID         -  AJ3608
 AJ3608  STATE/COUNTY-  AZ/MARICOPA
 AJ3608  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3608
 AJ3608                         *CURRENT SURVEY CONTROL
 AJ3608  ___________________________________________________________________
 AJ3608* NAD 83(1992)-  33 47 00.12285(N)    113 04 35.85004(W)     ADJUSTED  
 AJ3608* NAVD 88     -       715.12   (meters)    2346.2    (feet)  GPS OBS   
 AJ3608  ___________________________________________________________________
 AJ3608  X           -  -2,080,230.255 (meters)                     COMP
 AJ3608  Y           -  -4,882,550.283 (meters)                     COMP
 AJ3608  Z           -   3,526,881.106 (meters)                     COMP
 AJ3608  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AJ3608  ELLIP HEIGHT-         684.86  (meters)          (04/12/01) GPS OBS
 AJ3608  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ3608
 AJ3608  HORZ ORDER  -  B
 AJ3608  ELLP ORDER  -  THIRD     CLASS II
 AJ3608
 AJ3608.The horizontal coordinates were established by GPS observations
 AJ3608.and adjusted by the National Geodetic Survey in April 2001..
 AJ3608
 AJ3608.The orthometric height was determined by GPS observations and a
 AJ3608.high-resolution geoid model using precise GPS observation and
 AJ3608.processing techniques.
 AJ3608
 AJ3608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3608
 AJ3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3608
 AJ3608.The ellipsoidal height was determined by GPS observations
 AJ3608.and is referenced to NAD 83.
 AJ3608
 AJ3608.The geoid height was determined by GEOID03.
 AJ3608
 AJ3608;                    North         East     Units Scale Factor Converg.
 AJ3608;SPC AZ C     -   309,231.994   105,934.149   MT  1.00004222   -0 38 42.2
 AJ3608;SPC AZ C     - 1,014,540.66    347,552.98   iFT  1.00004222   -0 38 42.2
 AJ3608;UTM  12      - 3,740,074.626   307,726.544   MT  1.00005577   -1 09 18.3
 AJ3608
 AJ3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3608!SPC AZ C     -   0.99989250  x   1.00004222  =   0.99993471
 AJ3608!UTM  12      -   0.99989250  x   1.00005577  =   0.99994826
 AJ3608
 AJ3608                          SUPERSEDED SURVEY CONTROL
 AJ3608
 AJ3608.No superseded survey control is available for this station.
 AJ3608
 AJ3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0772740075(NAD 83)
 AJ3608_MARKER: DD = SURVEY DISK
 AJ3608_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3608_STAMPING: 4JP3 1999
 AJ3608_MARK LOGO: MCDOT 
 AJ3608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3608+STABILITY: POSITION/ELEVATION WELL
 AJ3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3608+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3608
 AJ3608  HISTORY     - Date     Condition        Report By
 AJ3608  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3608
 AJ3608                          STATION DESCRIPTION
 AJ3608
 AJ3608'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3608'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3608'PHOENIX, TOWNSHIP 05 NORTH, RANGE 08 WEST, SECTION 10
 AJ3608'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3608'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3608'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3608'WINTERSBURG ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ON TO
 AJ3608'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3608'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3608'(4.8 KM) TO 355TH AVENUE/WICKENBURG HIGHWAY, THENCE TURN LEFT (NORTH)
 AJ3608'ON TO 355TH AVENUE AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS
 AJ3608'POINT 355TH AVENUE TURNS INTO WICKENBURG HIGHWAY) , THENCE CONTINUE
 AJ3608'NORTH ON WICKENBURG HIGHWAY FOR 13.1 MI (21.1 KM) TO A 4 WAY
 AJ3608'INTERSECTION OF VULTURE MINE ROAD, AGUILA ROAD AND WICKENBURG HIGHWAY,
 AJ3608'THENCE CONTINUE STRAIGHT THROUGH INTERSECTION ONTO AGUILA ROAD AND END
 AJ3608'OF PAVEMENT, THENCE CONTINUE STRAIGHT (NORTH THEN WEST) ON AGUILA ROAD
 AJ3608'FOR 12.6 MI (20.3 KM) TO DIAMOND RANCH ENTRANCE LOCATED ON THE NORTH
 AJ3608'SIDE OF AGUILA ROAD, THENCE CONTINUE WEST ON AGUILA FOR 0.6 MI (1.0
 AJ3608'KM) TO MILE POST 8, THENCE CONTINUE WEST ON AGUILA FOR 0.2 MI (0.3 KM)
 AJ3608'TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD, THENCE TURN LEFT
 AJ3608'(SOUTH) ON TO DIRT ROAD AND DRIVE 1.2 MI (1.9 KM) TO A FORK IN THE
 AJ3608'ROAD ( AT 0.1 MI ALONG SAID DIRT ROAD THERE IS A G.L.O.  BRASS CAP (W
 AJ3608'1/4 32 - 1916, AT 0.3 MI ALONG SAID DIRT ROAD THERE IS BARBED WIRE
 AJ3608'FENCE, AT 0.4 MI A BIG WASH, AT 1.0 MI A WATER BIN ON THE LEFT (EAST)
 AJ3608'OF THE ROAD, THENCE BEAR RIGHT (SOUTHWEST) AT FORK AND DRIVE 0.3 MI
 AJ3608'(0.5 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT (WEST) AT FORK AND
 AJ3608'DRIVE 2.0 MI (3.2 KM) - IN A 4X4 VEHICLE ONLY - AND TO THE STATION AS
 AJ3608'DESCRIBED
 AJ3608'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3608'COUNTY D.O.T.  BRASS DISK, STAMPED 4JP3 1999, SET IN BEDROCK, NO WHITE
 AJ3608'CARSONITE MARKER
 AJ3608'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3608'3.2 MI (5.1 KM) - SOUTHWEST OF AGUILA ROAD
 AJ3608'0.5 MI (0.8 KM) - WEST OF DIRT ROAD ON A ROAD WHICH REQUIRES A 4 X 4
 AJ3608'VEHICLE ONLY
 AJ3608'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3608'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3609 ***********************************************************************
 AJ3609  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3609  DESIGNATION -  4JR3
 AJ3609  PID         -  AJ3609
 AJ3609  STATE/COUNTY-  AZ/MARICOPA
 AJ3609  USGS QUAD   -  TIGER WELL (1990)
 AJ3609
 AJ3609                         *CURRENT SURVEY CONTROL
 AJ3609  ___________________________________________________________________
 AJ3609* NAD 83(1992)-  33 46 24.54594(N)    113 10 09.69203(W)     ADJUSTED  
 AJ3609* NAVD 88     -       688.15   (meters)    2257.7    (feet)  GPS OBS   
 AJ3609  ___________________________________________________________________
 AJ3609  X           -  -2,088,360.971 (meters)                     COMP
 AJ3609  Y           -  -4,879,716.726 (meters)                     COMP
 AJ3609  Z           -   3,525,954.886 (meters)                     COMP
 AJ3609  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AJ3609  ELLIP HEIGHT-         657.86  (meters)          (04/12/01) GPS OBS
 AJ3609  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AJ3609
 AJ3609  HORZ ORDER  -  B
 AJ3609  ELLP ORDER  -  THIRD     CLASS II
 AJ3609
 AJ3609.The horizontal coordinates were established by GPS observations
 AJ3609.and adjusted by the National Geodetic Survey in April 2001..
 AJ3609
 AJ3609.The orthometric height was determined by GPS observations and a
 AJ3609.high-resolution geoid model using precise GPS observation and
 AJ3609.processing techniques.
 AJ3609
 AJ3609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3609
 AJ3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3609
 AJ3609.The ellipsoidal height was determined by GPS observations
 AJ3609.and is referenced to NAD 83.
 AJ3609
 AJ3609.The geoid height was determined by GEOID03.
 AJ3609
 AJ3609;                    North         East     Units Scale Factor Converg.
 AJ3609;SPC AZ C     -   308,236.421    97,332.062   MT  1.00006591   -0 41 47.3
 AJ3609;SPC AZ C     - 1,011,274.35    319,330.91   iFT  1.00006591   -0 41 47.3
 AJ3609;UTM  12      - 3,739,155.633   299,115.742   MT  1.00009751   -1 12 22.9
 AJ3609
 AJ3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3609!SPC AZ C     -   0.99989673  x   1.00006591  =   0.99996264
 AJ3609!UTM  12      -   0.99989673  x   1.00009751  =   0.99999423
 AJ3609
 AJ3609                          SUPERSEDED SURVEY CONTROL
 AJ3609
 AJ3609.No superseded survey control is available for this station.
 AJ3609
 AJ3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9911639156(NAD 83)
 AJ3609_MARKER: I = METAL ROD
 AJ3609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3609+WITH SETTING: INFORMATION.
 AJ3609_STAMPING: 4JR3 1999
 AJ3609_MARK LOGO: MCDOT 
 AJ3609_PROJECTION: FLUSH
 AJ3609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3609+STABILITY: POSITION/ELEVATION WELL
 AJ3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3609+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3609_ROD/PIPE-DEPTH:  1.8 meters
 AJ3609_SLEEVE-DEPTH  :  0.8 meters
 AJ3609
 AJ3609  HISTORY     - Date     Condition        Report By
 AJ3609  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3609
 AJ3609                          STATION DESCRIPTION
 AJ3609
 AJ3609'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3609'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3609'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 14
 AJ3609'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3609'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3609'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3609'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3609'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3609'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A
 AJ3609'DIRT ROAD ON THE EAST SIDE OF EAGLE EYE ROAD, THENCE TURN RIGHT (EAST)
 AJ3609'ON TO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3609'SIDE, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1
 AJ3609'KM) TO A WASH, THENCE CROSS WASH AND CONTINUE SOUTHEASTERLY FOR 0.2 MI
 AJ3609'(0.3 KM) AND TO THE STATION AS DESCRIBED
 AJ3609'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3609'COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3609'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3609'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JR3 1999, SURROUNDED WITH A
 AJ3609'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3609'MARKER
 AJ3609'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3609'2.1 MI (3.4 KM) - SOUTH AND EAST OF EAGLE EYE ROAD
 AJ3609'18 FT (5.5 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3609'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3609'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3610 ***********************************************************************
 AJ3610  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3610  DESIGNATION -  4JT2
 AJ3610  PID         -  AJ3610
 AJ3610  STATE/COUNTY-  AZ/MARICOPA
 AJ3610  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 AJ3610
 AJ3610                         *CURRENT SURVEY CONTROL
 AJ3610  ___________________________________________________________________
 AJ3610* NAD 83(1992)-  33 45 21.33992(N)    113 16 33.96598(W)     ADJUSTED  
 AJ3610* NAVD 88     -       607.62   (meters)    1993.5    (feet)  GPS OBS   
 AJ3610  ___________________________________________________________________
 AJ3610  X           -  -2,097,849.577 (meters)                     COMP
 AJ3610  Y           -  -4,876,750.405 (meters)                     COMP
 AJ3610  Z           -   3,524,290.988 (meters)                     COMP
 AJ3610  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ3610  ELLIP HEIGHT-         577.25  (meters)          (04/12/01) GPS OBS
 AJ3610  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3610
 AJ3610  HORZ ORDER  -  B
 AJ3610  ELLP ORDER  -  THIRD     CLASS II
 AJ3610
 AJ3610.The horizontal coordinates were established by GPS observations
 AJ3610.and adjusted by the National Geodetic Survey in April 2001..
 AJ3610
 AJ3610.The orthometric height was determined by GPS observations and a
 AJ3610.high-resolution geoid model using precise GPS observation and
 AJ3610.processing techniques.
 AJ3610
 AJ3610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3610
 AJ3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3610
 AJ3610.The ellipsoidal height was determined by GPS observations
 AJ3610.and is referenced to NAD 83.
 AJ3610
 AJ3610.The geoid height was determined by GEOID03.
 AJ3610
 AJ3610;                    North         East     Units Scale Factor Converg.
 AJ3610;SPC AZ C     -   306,414.307    87,418.870   MT  1.00009548   -0 45 19.7
 AJ3610;SPC AZ C     - 1,005,296.28    286,807.32   iFT  1.00009548   -0 45 19.7
 AJ3610;UTM  12      - 3,737,421.724   289,186.313   MT  1.00014791   -1 15 54.7
 AJ3610
 AJ3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3610!SPC AZ C     -   0.99990939  x   1.00009548  =   1.00000486
 AJ3610!UTM  12      -   0.99990939  x   1.00014791  =   1.00005728
 AJ3610
 AJ3610                          SUPERSEDED SURVEY CONTROL
 AJ3610
 AJ3610.No superseded survey control is available for this station.
 AJ3610
 AJ3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8918637422(NAD 83)
 AJ3610_MARKER: I = METAL ROD
 AJ3610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3610_STAMPING: 4JT2 1999
 AJ3610_MARK LOGO: MCDOT 
 AJ3610_PROJECTION: FLUSH
 AJ3610_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3610+STABILITY: POSITION/ELEVATION WELL
 AJ3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3610+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3610_ROD/PIPE-DEPTH:  6.4 meters
 AJ3610_SLEEVE-DEPTH  :  0.8 meters
 AJ3610
 AJ3610  HISTORY     - Date     Condition        Report By
 AJ3610  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3610
 AJ3610                          STATION DESCRIPTION
 AJ3610
 AJ3610'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3610'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3610'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 23
 AJ3610'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3610'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3610'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3610'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3610'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3610'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 10.2 MI (16.4 KM) TO A DIRT
 AJ3610'ROAD ON LEFT (WEST) SIDE OF ROAD (BETWEEN MILE POST 10 AND MILE POST
 AJ3610'11 OF EAGLE EYE ROAD), THENCE TURN LEFT (WEST) ON TO DIRT ROAD  AND
 AJ3610'DRIVE NORTHERLY FOR 0.5 MI (0.8 KM) AND TO THE STATION AS DESCRIBED
 AJ3610'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3610'COMPRESSED ON A 21 FOOT (6.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3610'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3610'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JT2 1999, SURROUNDED WITH A
 AJ3610'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3610'MARKER
 AJ3610'STATION TIES - FURTHEST TO CLOSEST
 AJ3610'10.7 MI (17.2 KM) - NORTHWEST OF SALOME HIGHWAY
 AJ3610'0.5 MI (0.8 KM) - NORTHWEST OF EAGLE EYE ROAD
 AJ3610'36 FT (11.0 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3610'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3610'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3610'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3879 ***********************************************************************
 AJ3879  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3879  DESIGNATION -  4KC2
 AJ3879  PID         -  AJ3879
 AJ3879  STATE/COUNTY-  AZ/MARICOPA
 AJ3879  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3879
 AJ3879                         *CURRENT SURVEY CONTROL
 AJ3879  ___________________________________________________________________
 AJ3879* NAD 83(1992)-  33 48 40.49542(N)    112 25 02.04534(W)     ADJUSTED  
 AJ3879* NAVD 88     -       541.03   (meters)    1775.0    (feet)  GPS OBS   
 AJ3879  ___________________________________________________________________
 AJ3879  X           -  -2,023,191.732 (meters)                     COMP
 AJ3879  Y           -  -4,904,443.198 (meters)                     COMP
 AJ3879  Z           -   3,529,354.839 (meters)                     COMP
 AJ3879  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3879  ELLIP HEIGHT-         511.46  (meters)          (04/12/01) GPS OBS
 AJ3879  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3879
 AJ3879  HORZ ORDER  -  B
 AJ3879  ELLP ORDER  -  THIRD     CLASS II
 AJ3879
 AJ3879.The horizontal coordinates were established by GPS observations
 AJ3879.and adjusted by the National Geodetic Survey in April 2001..
 AJ3879
 AJ3879.The orthometric height was determined by GPS observations and a
 AJ3879.high-resolution geoid model using precise GPS observation and
 AJ3879.processing techniques.
 AJ3879
 AJ3879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3879
 AJ3879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3879
 AJ3879.The ellipsoidal height was determined by GPS observations
 AJ3879.and is referenced to NAD 83.
 AJ3879
 AJ3879.The geoid height was determined by GEOID03.
 AJ3879
 AJ3879;                    North         East     Units Scale Factor Converg.
 AJ3879;SPC AZ C     -   311,832.173   167,017.494   MT  0.99992647   -0 16 42.8
 AJ3879;SPC AZ C     - 1,023,071.43    547,957.66   iFT  0.99992647   -0 16 42.8
 AJ3879;UTM  12      - 3,742,130.787   368,827.536   MT  0.99981211   -0 47 19.5
 AJ3879
 AJ3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3879!SPC AZ C     -   0.99991971  x   0.99992647  =   0.99984619
 AJ3879!UTM  12      -   0.99991971  x   0.99981211  =   0.99973184
 AJ3879
 AJ3879                          SUPERSEDED SURVEY CONTROL
 AJ3879
 AJ3879.No superseded survey control is available for this station.
 AJ3879
 AJ3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6882842131(NAD 83)
 AJ3879_MARKER: I = METAL ROD
 AJ3879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3879+WITH SETTING: INFORMATION.
 AJ3879_STAMPING: 4KC2
 AJ3879_MARK LOGO: MCDOT 
 AJ3879_PROJECTION: FLUSH
 AJ3879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3879+STABILITY: POSITION/ELEVATION WELL
 AJ3879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3879+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3879_ROD/PIPE-DEPTH:  1.8 meters
 AJ3879_SLEEVE-DEPTH  :  0.8 meters
 AJ3879
 AJ3879  HISTORY     - Date     Condition        Report By
 AJ3879  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3879
 AJ3879                          STATION DESCRIPTION
 AJ3879
 AJ3879'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3879'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF THE TOWN OF
 AJ3879'WITTMANN, TOWNSHIP 5 NORTH, RANGE 1 WEST, SECTION 6
 AJ3879'OWNERSHIP - STATE LAND
 AJ3879'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3879'DRIVE EASTERLY ON STATE ROUTE 74 12.6 MI (20.3 KM) TO A DIRT ROAD ON
 AJ3879'THE RIGHT BEING 0.6 MI (1.0 KM) EAST OF MILE POST 12, THENCE TURN
 AJ3879'RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE 0.1 MI (0.2 KM) TO A Y IN
 AJ3879'THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING SOUTHERLY 0.5
 AJ3879'MI (0.8 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY LEFT AND CONTINUE
 AJ3879'SOUTHERLY 0.6 MI (1.0 KM) TO THE STATION 40 FT (12.2 M) LEFT (EAST) OF
 AJ3879'THE ROAD
 AJ3879'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3879'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3879'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3879'COVER STAMPED 4KC2, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3879'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3879'STATION TIES -
 AJ3879'40 FT (12.2 M) EAST OF DIRT ROAD
 AJ3879'30 FT (9.1 M) NORTH OF A DIRT ROAD
 AJ3879'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3879'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3878 ***********************************************************************
 AJ3878  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3878  DESIGNATION -  4KE1
 AJ3878  PID         -  AJ3878
 AJ3878  STATE/COUNTY-  AZ/MARICOPA
 AJ3878  USGS QUAD   -  WITTMANN (1981)
 AJ3878
 AJ3878                         *CURRENT SURVEY CONTROL
 AJ3878  ___________________________________________________________________
 AJ3878* NAD 83(1992)-  33 48 40.67683(N)    112 30 57.64977(W)     ADJUSTED  
 AJ3878* NAVD 88     -       554.55   (meters)    1819.4    (feet)  GPS OBS   
 AJ3878  ___________________________________________________________________
 AJ3878  X           -  -2,031,647.137 (meters)                     COMP
 AJ3878  Y           -  -4,900,955.279 (meters)                     COMP
 AJ3878  Z           -   3,529,366.923 (meters)                     COMP
 AJ3878  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AJ3878  ELLIP HEIGHT-         524.83  (meters)          (04/12/01) GPS OBS
 AJ3878  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 AJ3878
 AJ3878  HORZ ORDER  -  B
 AJ3878  ELLP ORDER  -  THIRD     CLASS II
 AJ3878
 AJ3878.The horizontal coordinates were established by GPS observations
 AJ3878.and adjusted by the National Geodetic Survey in April 2001..
 AJ3878
 AJ3878.The orthometric height was determined by GPS observations and a
 AJ3878.high-resolution geoid model using precise GPS observation and
 AJ3878.processing techniques.
 AJ3878
 AJ3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3878
 AJ3878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3878
 AJ3878.The ellipsoidal height was determined by GPS observations
 AJ3878.and is referenced to NAD 83.
 AJ3878
 AJ3878.The geoid height was determined by GEOID03.
 AJ3878
 AJ3878;                    North         East     Units Scale Factor Converg.
 AJ3878;SPC AZ C     -   311,886.609   157,872.466   MT  0.99993794   -0 20 00.7
 AJ3878;SPC AZ C     - 1,023,250.03    517,954.28   iFT  0.99993794   -0 20 00.7
 AJ3878;UTM  12      - 3,742,266.640   359,684.314   MT  0.99984272   -0 50 37.5
 AJ3878
 AJ3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3878!SPC AZ C     -   0.99991762  x   0.99993794  =   0.99985556
 AJ3878!UTM  12      -   0.99991762  x   0.99984272  =   0.99976035
 AJ3878
 AJ3878                          SUPERSEDED SURVEY CONTROL
 AJ3878
 AJ3878.No superseded survey control is available for this station.
 AJ3878
 AJ3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5968442267(NAD 83)
 AJ3878_MARKER: I = METAL ROD
 AJ3878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3878+WITH SETTING: INFORMATION.
 AJ3878_STAMPING: 4KE1
 AJ3878_MARK LOGO: MCDOT 
 AJ3878_PROJECTION: PROJECTING 23 CENTIMETERS
 AJ3878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3878+STABILITY: POSITION/ELEVATION WELL
 AJ3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3878+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3878_ROD/PIPE-DEPTH:  1.8 meters
 AJ3878_SLEEVE-DEPTH  :  0.8 meters
 AJ3878
 AJ3878  HISTORY     - Date     Condition        Report By
 AJ3878  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3878
 AJ3878                          STATION DESCRIPTION
 AJ3878
 AJ3878'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3878'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHEAST OF THE
 AJ3878'TOWN OF WITTMANN, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 31
 AJ3878'OWNERSHIP - PRIVATE
 AJ3878'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3878'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 APPROXIMATELY
 AJ3878'22 MI (35.4 KM) TO THE INTERSECTION OF 211TH AVENUE AND STATE ROUTE
 AJ3878'74, THENCE TURN LEFT (SOUTH) ONTO 211TH AVENUE AND DRIVE SOUTHERLY 2.2
 AJ3878'MI (3.5 KM) TO THE STATION ON THE LEFT 50 FT (15.2 M) EAST OF THE ROAD
 AJ3878'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3878'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3878'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3878'COVER STAMPED 4KE1, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3878'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3878'STATION TIES -
 AJ3878'75 FT (22.9 M) NORTH OF MILE POST 2
 AJ3878'6 FT (1.8 M) WEST OF A BARBED WIRE FENCE ON THE EAST SIDE OF 211TH
 AJ3878'AVENUE
 AJ3878'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3878'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3877 ***********************************************************************
 AJ3877  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3877  DESIGNATION -  4KG2
 AJ3877  PID         -  AJ3877
 AJ3877  STATE/COUNTY-  AZ/MARICOPA
 AJ3877  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3877
 AJ3877                         *CURRENT SURVEY CONTROL
 AJ3877  ___________________________________________________________________
 AJ3877* NAD 83(1992)-  33 48 41.63085(N)    112 37 56.10679(W)     ADJUSTED  
 AJ3877* NAVD 88     -       562.26   (meters)    1844.7    (feet)  GPS OBS   
 AJ3877  ___________________________________________________________________
 AJ3877  X           -  -2,041,581.817 (meters)                     COMP
 AJ3877  Y           -  -4,896,814.211 (meters)                     COMP
 AJ3877  Z           -   3,529,395.549 (meters)                     COMP
 AJ3877  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AJ3877  ELLIP HEIGHT-         532.38  (meters)          (04/12/01) GPS OBS
 AJ3877  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3877
 AJ3877  HORZ ORDER  -  B
 AJ3877  ELLP ORDER  -  THIRD     CLASS II
 AJ3877
 AJ3877.The horizontal coordinates were established by GPS observations
 AJ3877.and adjusted by the National Geodetic Survey in April 2001..
 AJ3877
 AJ3877.The orthometric height was determined by GPS observations and a
 AJ3877.high-resolution geoid model using precise GPS observation and
 AJ3877.processing techniques.
 AJ3877
 AJ3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3877
 AJ3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3877
 AJ3877.The ellipsoidal height was determined by GPS observations
 AJ3877.and is referenced to NAD 83.
 AJ3877
 AJ3877.The geoid height was determined by GEOID03.
 AJ3877
 AJ3877;                    North         East     Units Scale Factor Converg.
 AJ3877;SPC AZ C     -   311,984.720   147,111.159   MT  0.99995409   -0 23 53.6
 AJ3877;SPC AZ C     - 1,023,571.92    482,648.16   iFT  0.99995409   -0 23 53.6
 AJ3877;UTM  12      - 3,742,460.562   348,925.211   MT  0.99988137   -0 54 30.5
 AJ3877
 AJ3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3877!SPC AZ C     -   0.99991643  x   0.99995409  =   0.99987052
 AJ3877!UTM  12      -   0.99991643  x   0.99988137  =   0.99979781
 AJ3877
 AJ3877                          SUPERSEDED SURVEY CONTROL
 AJ3877
 AJ3877.No superseded survey control is available for this station.
 AJ3877
 AJ3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4892542461(NAD 83)
 AJ3877_MARKER: I = METAL ROD
 AJ3877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3877_STAMPING: 4KG2 12/99
 AJ3877_MARK LOGO: MCDOT 
 AJ3877_PROJECTION: FLUSH
 AJ3877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3877+STABILITY: POSITION/ELEVATION WELL
 AJ3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3877+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3877_ROD/PIPE-DEPTH:  6.1 meters
 AJ3877_SLEEVE-DEPTH  :  0.8 meters
 AJ3877
 AJ3877  HISTORY     - Date     Condition        Report By
 AJ3877  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3877
 AJ3877                          STATION DESCRIPTION
 AJ3877
 AJ3877'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3877'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTH-SOUTHEAST OF THE
 AJ3877'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 36
 AJ3877'OWNERSHIP - STATE LAND
 AJ3877'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND CASTLE HOT
 AJ3877'SPRINGS ROAD, DRIVE SOUTHWESTERLY ON CASTLE HOT SPRINGS ROAD 0.2 MI
 AJ3877'(0.3 KM) TO THE INTERSECTION OF OGDEN ROAD AND CASTLE HOT SPRINGS
 AJ3877'ROAD, THENCE TURN LEFT (SOUTH) ONTO OGDEN ROAD AND DRIVE SOUTHWESTERLY
 AJ3877'3.4 MI (5.5 KM) TO A BARBED WIRE FENCE WITH A CATTLE GUARD, THE
 AJ3877'STATION IS 50 FT (15.2 M) WEST OF THE CATTLE GUARD AND 75 FT (22.9 M)
 AJ3877'NORTH OF THE BARBED WIRE FENCE
 AJ3877'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 20.0 FOOT
 AJ3877'(6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3877'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3877'ACCESS COVER STAMPED 4KG2 12/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3877'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3877'STATION TIES -
 AJ3877'50 FT (15.2 M) WEST OF A CATTLE GUARD
 AJ3877'75 FT (22.9 M) NORTH OF A BARBED WIRE FENCE
 AJ3877'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3877'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3889 ***********************************************************************
 AJ3889  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3889  DESIGNATION -  4KH3
 AJ3889  PID         -  AJ3889
 AJ3889  STATE/COUNTY-  AZ/MARICOPA
 AJ3889  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3889
 AJ3889                         *CURRENT SURVEY CONTROL
 AJ3889  ___________________________________________________________________
 AJ3889* NAD 83(1992)-  33 50 27.92188(N)    112 41 24.55547(W)     ADJUSTED  
 AJ3889* NAVD 88     -       607.11   (meters)    1991.8    (feet)  GPS OBS   
 AJ3889  ___________________________________________________________________
 AJ3889  X           -  -2,045,840.501 (meters)                     COMP
 AJ3889  Y           -  -4,893,100.771 (meters)                     COMP
 AJ3889  Z           -   3,532,141.332 (meters)                     COMP
 AJ3889  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3889  ELLIP HEIGHT-         577.24  (meters)          (04/12/01) GPS OBS
 AJ3889  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3889
 AJ3889  HORZ ORDER  -  B
 AJ3889  ELLP ORDER  -  THIRD     CLASS II
 AJ3889
 AJ3889.The horizontal coordinates were established by GPS observations
 AJ3889.and adjusted by the National Geodetic Survey in April 2001..
 AJ3889
 AJ3889.The orthometric height was determined by GPS observations and a
 AJ3889.high-resolution geoid model using precise GPS observation and
 AJ3889.processing techniques.
 AJ3889
 AJ3889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3889
 AJ3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3889
 AJ3889.The ellipsoidal height was determined by GPS observations
 AJ3889.and is referenced to NAD 83.
 AJ3889
 AJ3889.The geoid height was determined by GEOID03.
 AJ3889
 AJ3889;                    North         East     Units Scale Factor Converg.
 AJ3889;SPC AZ C     -   315,298.196   141,775.047   MT  0.99996315   -0 25 50.8
 AJ3889;SPC AZ C     - 1,034,442.90    465,141.23   iFT  0.99996315   -0 25 50.8
 AJ3889;UTM  12      - 3,745,821.219   343,619.187   MT  0.99990148   -0 56 29.1
 AJ3889
 AJ3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3889!SPC AZ C     -   0.99990939  x   0.99996315  =   0.99987254
 AJ3889!UTM  12      -   0.99990939  x   0.99990148  =   0.99981088
 AJ3889
 AJ3889                          SUPERSEDED SURVEY CONTROL
 AJ3889
 AJ3889.No superseded survey control is available for this station.
 AJ3889
 AJ3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4361945821(NAD 83)
 AJ3889_MARKER: DD = SURVEY DISK
 AJ3889_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3889_STAMPING: 4KH3
 AJ3889_MARK LOGO: MCDOT 
 AJ3889_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3889+STABILITY: POSITION/ELEVATION WELL
 AJ3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3889+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AJ3889
 AJ3889  HISTORY     - Date     Condition        Report By
 AJ3889  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3889  HISTORY     - 20040629 GOOD             EVANS
 AJ3889
 AJ3889                          STATION DESCRIPTION
 AJ3889
 AJ3889'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3889'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF THE
 AJ3889'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 20
 AJ3889'OWNERSHIP - PRIVATE
 AJ3889'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND CASTLE HOT SPRINGS
 AJ3889'ROAD, DRIVE SOUTHWESTERLY ON CASTLE HOT SPRINGS ROAD 0.14 MI (0.23 KM)
 AJ3889'TO A CATTLE GUARD AND THE END OF PAVEMENT, THENCE CONTINUE
 AJ3889'SOUTHWESTERLY OVER THE CATTLE GUARD AND DRIVE WESTERLY AND NORTHERLY
 AJ3889'ON GATES ROAD (DIRT) 2.1 MI (3.4 KM) TO THE HASSAYAMPA RIVER, ENTER
 AJ3889'THE HASSAYAMPA RIVER BED AND CONTINUE SOUTHWESTERLY IN THE RIVER BED
 AJ3889'0.8 MI (1.3 KM) TO A GATE IN A FENCE RUNNING EAST-WEST, THENCE
 AJ3889'CONTINUE THROUGH THE GATE AND DRIVE SOUTHERLY AND WESTERLY 0.2 MI (0.3
 AJ3889'KM) TO A GATE AT THE WEST BANK OF THE RIVER BED, THENCE CONTINUE
 AJ3889'THROUGH THE GATE AND DRIVE WESTERLY ON AN UNMARKED DIRT ROAD 0.7 MI
 AJ3889'(1.1 KM) TO A WASH, THENCE ENTER WASH AND DRIVE NORTHERLY 0.2 MI (0.3
 AJ3889'KM) AND EXIT WASH ON THE LEFT (WEST) , THENCE CONTINUE DRIVING
 AJ3889'WESTERLY 0.5 MI (0.8 KM) TO A DIRT TRAIL AND TURN RIGHT (NORTHWEST) ,
 AJ3889'THENCE CONTINUE WESTERLY AND SOUTHWESTERLY 0.3 MI (0.5 KM) TO A Y IN
 AJ3889'THE TRAIL AND STAY TO THE LEFT, THENCE CONTINUE DRIVING SOUTHERLY 0.1
 AJ3889'MI (0.2 KM) TO THE STATION ON YOUR LEFT (EAST) 30 FT (9.1 M) FROM THE
 AJ3889'CENTERLINE OF THE DIRT ROAD
 AJ3889'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3889'DISK, STAMPED 4KH3, SET IN BEDROCK, WITNESSED BY A WHITE CARSONITE
 AJ3889'MARKER
 AJ3889'STATION TIES -
 AJ3889'30 FT (9.1 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3889'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3889'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3889
 AJ3889                          STATION RECOVERY (2004)
 AJ3889
 AJ3889'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3876 ***********************************************************************
 AJ3876  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3876  DESIGNATION -  4KI2
 AJ3876  PID         -  AJ3876
 AJ3876  STATE/COUNTY-  AZ/MARICOPA
 AJ3876  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3876
 AJ3876                         *CURRENT SURVEY CONTROL
 AJ3876  ___________________________________________________________________
 AJ3876* NAD 83(1992)-  33 48 13.38125(N)    112 43 28.30379(W)     ADJUSTED  
 AJ3876* NAVD 88     -       574.55   (meters)    1885.0    (feet)  GPS OBS   
 AJ3876  ___________________________________________________________________
 AJ3876  X           -  -2,049,656.672 (meters)                     COMP
 AJ3876  Y           -  -4,893,975.890 (meters)                     COMP
 AJ3876  Z           -   3,528,679.046 (meters)                     COMP
 AJ3876  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AJ3876  ELLIP HEIGHT-         544.56  (meters)          (04/12/01) GPS OBS
 AJ3876  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AJ3876
 AJ3876  HORZ ORDER  -  B
 AJ3876  ELLP ORDER  -  THIRD     CLASS II
 AJ3876
 AJ3876.The horizontal coordinates were established by GPS observations
 AJ3876.and adjusted by the National Geodetic Survey in April 2001..
 AJ3876
 AJ3876.The orthometric height was determined by GPS observations and a
 AJ3876.high-resolution geoid model using precise GPS observation and
 AJ3876.processing techniques.
 AJ3876
 AJ3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3876
 AJ3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3876
 AJ3876.The ellipsoidal height was determined by GPS observations
 AJ3876.and is referenced to NAD 83.
 AJ3876
 AJ3876.The geoid height was determined by GEOID03.
 AJ3876
 AJ3876;                    North         East     Units Scale Factor Converg.
 AJ3876;SPC AZ C     -   311,177.587   138,561.131   MT  0.99996895   -0 26 58.1
 AJ3876;SPC AZ C     - 1,020,923.84    454,596.89   iFT  0.99996895   -0 26 58.1
 AJ3876;UTM  12      - 3,741,729.643   340,368.880   MT  0.99991414   -0 57 34.7
 AJ3876
 AJ3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3876!SPC AZ C     -   0.99991452  x   0.99996895  =   0.99988347
 AJ3876!UTM  12      -   0.99991452  x   0.99991414  =   0.99982867
 AJ3876
 AJ3876                          SUPERSEDED SURVEY CONTROL
 AJ3876
 AJ3876.No superseded survey control is available for this station.
 AJ3876
 AJ3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4036941730(NAD 83)
 AJ3876_MARKER: I = METAL ROD
 AJ3876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3876+WITH SETTING: INFORMATION.
 AJ3876_STAMPING: 4KI2 12/99
 AJ3876_MARK LOGO: MCDOT 
 AJ3876_PROJECTION: FLUSH
 AJ3876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3876+STABILITY: POSITION/ELEVATION WELL
 AJ3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3876+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3876_ROD/PIPE-DEPTH:  2.4 meters
 AJ3876_SLEEVE-DEPTH  :  0.8 meters
 AJ3876
 AJ3876  HISTORY     - Date     Condition        Report By
 AJ3876  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3876
 AJ3876                          STATION DESCRIPTION
 AJ3876
 AJ3876'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3876'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTH OF THE TOWN OF
 AJ3876'WICKENBURG, TOWNSHIP 5 NORTH, RANGE 4 WEST, SECTION 6
 AJ3876'OWNERSHIP - PRIVATE
 AJ3876'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND VULTURE MINE
 AJ3876'ROAD, DRIVE SOUTHWESTERLY ON VULTURE MINE ROAD 11.7 MI (18.8 KM) TO AN
 AJ3876'UNMARKED DIRT ROAD ON THE LEFT BEING 0.5 MI (0.8 KM) SOUTHWEST OF
 AJ3876'MILEPOST 25, THENCE TURN LEFT (SOUTHEAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3876'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AND
 AJ3876'CONTINUE DRIVING 0N THE DIRT ROAD 0.9 MI (1.4 KM) TO A GATE IN A
 AJ3876'BARBED WIRE FENCE WITH A CATTLE GUARD, THENCE DRIVE THROUGH THE GATE
 AJ3876'AND STAY TO THE RIGHT OF A Y IN THE ROAD AND CONTINUE DRIVING ON THE
 AJ3876'DIRT ROAD 1.2 MI (1.9 KM) TO A BEND IN THE ROAD TO THE LEFT (EAST) ,
 AJ3876'THENCE CONTINUE DRIVING EAST ON THE ROAD 2.2 MI (3.5 KM) TO 331ST
 AJ3876'AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN (RIGHT) SOUTH ONTO 331ST
 AJ3876'AVENUE AND DRIVE 1.0 MI (1.6 KM) TO THE INTERSECTION OF AN EAST-WEST
 AJ3876'DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE EAST
 AJ3876'3.0 MI (4.8 KM) TO 307TH AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN
 AJ3876'LEFT (NORTH) ONTO 307TH AVENUE AND DRIVE 2.2 MI (3.5 KM) TO THE
 AJ3876'INTERSECTION OF GAVIN WAY AND 307TH AVENUE, THENCE TURN RIGHT (EAST)
 AJ3876'AND DRIVE TO A Y IN THE ROAD, THE STATION IS ABOUT 30 FT (9.1 M)
 AJ3876'SOUTHEAST OF THE Y
 AJ3876'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON AN 8.0 FT (2.4
 AJ3876'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3876'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3876'COVER STAMPED 4KI2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3876'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3876'STATION TIES -
 AJ3876'30 FT (9.1 M) SOUTHEAST OF A Y IN THE ROAD AT AN UNMARKED DIRT ROAD
 AJ3876'AND GAVIN WAY
 AJ3876'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3876'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3890 ***********************************************************************
 AJ3890  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3890  DESIGNATION -  4KJ2
 AJ3890  PID         -  AJ3890
 AJ3890  STATE/COUNTY-  AZ/MARICOPA
 AJ3890  USGS QUAD   -  VULTURE MINE (1990)
 AJ3890
 AJ3890                         *CURRENT SURVEY CONTROL
 AJ3890  ___________________________________________________________________
 AJ3890* NAD 83(1992)-  33 49 23.36060(N)    112 46 00.72916(W)     ADJUSTED  
 AJ3890* NAVD 88     -       611.49   (meters)    2006.2    (feet)  GPS OBS   
 AJ3890  ___________________________________________________________________
 AJ3890  X           -  -2,052,820.175 (meters)                     COMP
 AJ3890  Y           -  -4,891,381.742 (meters)                     COMP
 AJ3890  Z           -   3,530,491.196 (meters)                     COMP
 AJ3890  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3890  ELLIP HEIGHT-         581.52  (meters)          (04/12/01) GPS OBS
 AJ3890  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AJ3890
 AJ3890  HORZ ORDER  -  B
 AJ3890  ELLP ORDER  -  THIRD     CLASS II
 AJ3890
 AJ3890.The horizontal coordinates were established by GPS observations
 AJ3890.and adjusted by the National Geodetic Survey in April 2001..
 AJ3890
 AJ3890.The orthometric height was determined by GPS observations and a
 AJ3890.high-resolution geoid model using precise GPS observation and
 AJ3890.processing techniques.
 AJ3890
 AJ3890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3890
 AJ3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3890
 AJ3890.The ellipsoidal height was determined by GPS observations
 AJ3890.and is referenced to NAD 83.
 AJ3890
 AJ3890.The geoid height was determined by GEOID03.
 AJ3890
 AJ3890;                    North         East     Units Scale Factor Converg.
 AJ3890;SPC AZ C     -   313,365.146   134,658.589   MT  0.99997633   -0 28 23.8
 AJ3890;SPC AZ C     - 1,028,100.87    441,793.27   iFT  0.99997633   -0 28 23.8
 AJ3890;UTM  12      - 3,743,951.760   336,486.173   MT  0.99992961   -0 59 01.4
 AJ3890
 AJ3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3890!SPC AZ C     -   0.99990872  x   0.99997633  =   0.99988505
 AJ3890!UTM  12      -   0.99990872  x   0.99992961  =   0.99983833
 AJ3890
 AJ3890                          SUPERSEDED SURVEY CONTROL
 AJ3890
 AJ3890.No superseded survey control is available for this station.
 AJ3890
 AJ3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3648643952(NAD 83)
 AJ3890_MARKER: I = METAL ROD
 AJ3890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3890+WITH SETTING: INFORMATION.
 AJ3890_STAMPING: 4KJ2 1/00
 AJ3890_MARK LOGO: MCDOT 
 AJ3890_PROJECTION: FLUSH
 AJ3890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3890+STABILITY: POSITION/ELEVATION WELL
 AJ3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3890+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3890_ROD/PIPE-DEPTH:  2.4 meters
 AJ3890_SLEEVE-DEPTH  :  0.8 meters
 AJ3890
 AJ3890  HISTORY     - Date     Condition        Report By
 AJ3890  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3890
 AJ3890                          STATION DESCRIPTION
 AJ3890
 AJ3890'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3890'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHWEST OF THE
 AJ3890'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 5 WEST, SECTION 14
 AJ3890'OWNERSHIP - BLM
 AJ3890'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3890'DRIVE SOUTHERLY ON VULTURE MINE ROAD 12.4 MI (20.0 KM) TO A DIRT ROAD
 AJ3890'ON THE LEFT (EAST) BEING 0.6 MI (1.0 KM) SOUTH OF MILEPOST 25, THENCE
 AJ3890'TURN LEFT (EAST) AND DRIVE EASTERLY 0.2 MI (0.3 KM) TO A Y IN THE
 AJ3890'ROAD, THENCE STAY TO THE RIGHT AT THE Y AND CONTINUE DRIVING
 AJ3890'NORTHEASTERLY 0.6 MI (1.0 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO
 AJ3890'THE RIGHT AT THE Y AND CONTINUE DRIVING NORTHEASTERLY 0.3 MI (0.5 KM)
 AJ3890'TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y AND
 AJ3890'CONTINUE DRIVING NORTHEASTERLY 0.6 MI (1.0 KM) TO A FENCE ENCLOSED
 AJ3890'TANK ON THE LEFT, THENCE CONTINUE DRIVING NORTHEASTERLY 0.2 MI (0.3
 AJ3890'KM) TO THE CENTER OF A WASH, THENCE CROSS THE WASH AND CONTINUE
 AJ3890'DRIVING NORTHEASTERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE STAY
 AJ3890'TO THE RIGHT AT THE Y AND CONTINUE DRIVING NORTHEAST 0.2 MI (0.3 KM)
 AJ3890'TO A GATE IN A FENCE, THENCE DRIVE THROUGH THE GATE AND STAY TO THE
 AJ3890'LEFT OF A Y AND DRIVE 0.4 MI (0.6 KM) TO THE CENTER OF A WASH, THENCE
 AJ3890'CONTINUE DRIVING NORTHEASTERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD,
 AJ3890'THENCE STAY TO THE LEFT OF THE Y AND CONTINUE DRIVING NORTHEASTERLY
 AJ3890'0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT OF THE Y
 AJ3890'AND CONTINUE DRIVING 0.4 MI (0.6 KM) TO THE CENTER OF A WASH, THENCE
 AJ3890'CONTINUE DRIVING NORTHEAST 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT
 AJ3890'SIDE OF THE ROAD AT A BEND TO THE NORTH
 AJ3890'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3890'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3890'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3890'COVER STAMPED 4KJ2 1/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3890'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3890'STATION TIES -
 AJ3890'50 FT (15.2 M) WEST OF THE CENTERLINE OF A DIRT ROAD HEADED NORTH
 AJ3890'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3890'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3611 ***********************************************************************
 AJ3611  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3611  DESIGNATION -  4KK2
 AJ3611  PID         -  AJ3611
 AJ3611  STATE/COUNTY-  AZ/MARICOPA
 AJ3611  USGS QUAD   -  VULTURE MINE (1990)
 AJ3611
 AJ3611                         *CURRENT SURVEY CONTROL
 AJ3611  ___________________________________________________________________
 AJ3611* NAD 83(1992)-  33 48 40.24955(N)    112 49 26.33120(W)     ADJUSTED  
 AJ3611* NAVD 88     -       612.45   (meters)    2009.3    (feet)  GPS OBS   
 AJ3611  ___________________________________________________________________
 AJ3611  X           -  -2,057,981.889 (meters)                     COMP
 AJ3611  Y           -  -4,890,015.201 (meters)                     COMP
 AJ3611  Z           -   3,529,388.024 (meters)                     COMP
 AJ3611  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AJ3611  ELLIP HEIGHT-         582.41  (meters)          (04/12/01) GPS OBS
 AJ3611  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AJ3611
 AJ3611  HORZ ORDER  -  B
 AJ3611  ELLP ORDER  -  THIRD     CLASS II
 AJ3611
 AJ3611.The horizontal coordinates were established by GPS observations
 AJ3611.and adjusted by the National Geodetic Survey in April 2001..
 AJ3611
 AJ3611.The orthometric height was determined by GPS observations and a
 AJ3611.high-resolution geoid model using precise GPS observation and
 AJ3611.processing techniques.
 AJ3611
 AJ3611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3611
 AJ3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3611
 AJ3611.The ellipsoidal height was determined by GPS observations
 AJ3611.and is referenced to NAD 83.
 AJ3611
 AJ3611.The geoid height was determined by GEOID03.
 AJ3611
 AJ3611;                    North         East     Units Scale Factor Converg.
 AJ3611;SPC AZ C     -   312,082.065   129,360.013   MT  0.99998696   -0 30 17.7
 AJ3611;SPC AZ C     - 1,023,891.29    424,409.49   iFT  0.99998696   -0 30 17.7
 AJ3611;UTM  12      - 3,742,715.978   331,176.597   MT  0.99995137   -1 00 54.8
 AJ3611
 AJ3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3611!SPC AZ C     -   0.99990858  x   0.99998696  =   0.99989554
 AJ3611!UTM  12      -   0.99990858  x   0.99995137  =   0.99985995
 AJ3611
 AJ3611                          SUPERSEDED SURVEY CONTROL
 AJ3611
 AJ3611.No superseded survey control is available for this station.
 AJ3611
 AJ3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117742716(NAD 83)
 AJ3611_MARKER: I = METAL ROD
 AJ3611_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3611_STAMPING: 4KK2 1999
 AJ3611_MARK LOGO: MCDOT 
 AJ3611_PROJECTION: FLUSH
 AJ3611_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3611+STABILITY: POSITION/ELEVATION WELL
 AJ3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3611+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3611_ROD/PIPE-DEPTH:  8.5 meters
 AJ3611_SLEEVE-DEPTH  :  0.8 meters
 AJ3611
 AJ3611  HISTORY     - Date     Condition        Report By
 AJ3611  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3611
 AJ3611                          STATION DESCRIPTION
 AJ3611
 AJ3611'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3611'THE STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF THE CITY
 AJ3611'OF WICKENBURG TOWNSHIP 05 NORTH, RANGE 05 WEST, SECTION 06
 AJ3611'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3611'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE WEST
 AJ3611'ON US 60 FOR 0.25 MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT
 AJ3611'(SOUTHWEST) ON TO VULTURE MINE ROAD AND DRIVE 11.2 MI (18.0 KM) TO
 AJ3611'MILE POST 25, THENCE CONTINUE SOUTHWEST ON VULTURE MINE ROAD FOR 0.5
 AJ3611'MI (0.8 KM) TO A FORK IN ROAD, THENCE TURN LEFT (EAST) AT FORK DRIVE
 AJ3611'TO ANOTHER FORK IN DIRT ROAD, THENCE BEAR RIGHT AT THIS FORK AND DRIVE
 AJ3611'0.5 MI(0.8 KM) (FROM VULTURE MINE ROAD) TO A Y INTERSECTION IN DIRT
 AJ3611'ROAD WITCH BEARS A CATTLE GUARD AND FENCE, THENCE PARK VEHICLE ON EAST
 AJ3611'SIDE OF CATTLE GUARD AND WALK 25 FT (7.6 M) SOUTHEAST OF Y
 AJ3611'INTERSECTION AND TO THE STATION AS DESCRIBED
 AJ3611'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3611'COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3611'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3611'WITH A COUNTY LOGO ACCESS COVER STAMPED 4KK2 1999, SURROUNDED WITH A
 AJ3611'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3611'MARKER
 AJ3611'STATION TIES - FURTHEST TO CLOSEST
 AJ3611'13.0 MI (20.9 KM) - SOUTH AND EAST OF US 60
 AJ3611'1.3 MI (2.1 KM) - SOUTHEAST OF VULTURE MINE ROAD
 AJ3611'25 FT (7.6 M) - SOUTHEAST OF Y IN DIRT ROAD
 AJ3611'2 FT (0.6 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3611'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3611'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3612 ***********************************************************************
 AJ3612  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3612  DESIGNATION -  4KM3
 AJ3612  PID         -  AJ3612
 AJ3612  STATE/COUNTY-  AZ/MARICOPA
 AJ3612  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3612
 AJ3612                         *CURRENT SURVEY CONTROL
 AJ3612  ___________________________________________________________________
 AJ3612* NAD 83(1992)-  33 48 13.85981(N)    112 55 28.06486(W)     ADJUSTED  
 AJ3612* NAVD 88     -       629.87   (meters)    2066.5    (feet)  GPS OBS   
 AJ3612  ___________________________________________________________________
 AJ3612  X           -  -2,066,736.352 (meters)                     COMP
 AJ3612  Y           -  -4,886,828.506 (meters)                     COMP
 AJ3612  Z           -   3,528,721.999 (meters)                     COMP
 AJ3612  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3612  ELLIP HEIGHT-         599.74  (meters)          (04/12/01) GPS OBS
 AJ3612  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3612
 AJ3612  HORZ ORDER  -  B
 AJ3612  ELLP ORDER  -  THIRD     CLASS II
 AJ3612
 AJ3612.The horizontal coordinates were established by GPS observations
 AJ3612.and adjusted by the National Geodetic Survey in April 2001..
 AJ3612
 AJ3612.The orthometric height was determined by GPS observations and a
 AJ3612.high-resolution geoid model using precise GPS observation and
 AJ3612.processing techniques.
 AJ3612
 AJ3612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3612
 AJ3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3612
 AJ3612.The ellipsoidal height was determined by GPS observations
 AJ3612.and is referenced to NAD 83.
 AJ3612
 AJ3612.The geoid height was determined by GEOID03.
 AJ3612
 AJ3612;                    North         East     Units Scale Factor Converg.
 AJ3612;SPC AZ C     -   311,355.533   120,049.029   MT  1.00000730   -0 33 38.6
 AJ3612;SPC AZ C     - 1,021,507.65    393,861.64   iFT  1.00000730   -0 33 38.6
 AJ3612;UTM  12      - 3,742,072.412   321,859.753   MT  0.99999122   -1 04 15.5
 AJ3612
 AJ3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3612!SPC AZ C     -   0.99990586  x   1.00000730  =   0.99991316
 AJ3612!UTM  12      -   0.99990586  x   0.99999122  =   0.99989708
 AJ3612
 AJ3612                          SUPERSEDED SURVEY CONTROL
 AJ3612
 AJ3612.No superseded survey control is available for this station.
 AJ3612
 AJ3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2186042072(NAD 83)
 AJ3612_MARKER: I = METAL ROD
 AJ3612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3612+WITH SETTING: INFORMATION.
 AJ3612_STAMPING: 4KM3 1999
 AJ3612_MARK LOGO: MCDOT 
 AJ3612_PROJECTION: FLUSH
 AJ3612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3612+STABILITY: POSITION/ELEVATION WELL
 AJ3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3612+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3612_ROD/PIPE-DEPTH:  0.8 meters
 AJ3612_SLEEVE-DEPTH  :  0.8 meters
 AJ3612
 AJ3612  HISTORY     - Date     Condition        Report By
 AJ3612  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3612
 AJ3612                          STATION DESCRIPTION
 AJ3612
 AJ3612'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3612'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3612'PHOENIX, TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 06
 AJ3612'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3612'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3612'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3612'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3612'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3612'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3612'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3612'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3612'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3612'HIGHWAY FOR 13.1 MI (21.1 KM) TO A 3 WAY INTERSECTION OF VULTURE MINE
 AJ3612'ROAD/AGUILA ROAD/WICKENBURG HIGHWAY, THENCE TURN RIGHT (NORTHEAST) ON
 AJ3612'TO VULTURE MINE ROAD AND DRIVE 2.2 MI (3.5 KM) TO MILE POST 19, THENCE
 AJ3612'CONTINUE NORTHEAST ON VULTURE MINE ROAD FOR 0.6 MI (1.0 KM) TO POWER
 AJ3612'LINE ROAD LOCATED ON THE WEST SIDE OF VULTURE MINE ROAD, THENCE TURN
 AJ3612'LEFT (NORTHWEST) ON TO POWER LINE ROAD AND DRIVE 1.85 MI (2.98 KM) TO
 AJ3612'A BARBED WIRE FENCE WITH GATE CROSSING POWER LINE ROAD, THENCE
 AJ3612'CONTINUE NORTHWEST THROUGH GATE FOR 0.5 MI (0.8 KM) TO A DIRT ROAD
 AJ3612'LOCATED ON THE WEST SIDE OF POWER LINE ROAD, THENCE CONTINUE NORTHWEST
 AJ3612'ON POWER LINE ROAD FOR 1.1 MI (1.8 KM) TO A DIRT ROAD ON THE WEST SIDE
 AJ3612'OF POWER LINE ROAD, THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE
 AJ3612'1.8 MI (2.9 KM) TO A G.L.O.  BRASS CAP, THENCE CONTINUE STRAIGHT
 AJ3612'(WEST) ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3612'SIDE OF ROAD, THENCE CONTINUE STRAIGHT (WEST) ON DIRT ROAD FOR 0.4 MI
 AJ3612'(0.6 KM) , THENCE PARK VEHICLE AND WALK 15 FT (4.6 M) NORTH OF DIRT
 AJ3612'ROAD AND TO THE STATION AS DESCRIBED
 AJ3612'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3612'COMPRESSED ON A 2.5 FOOT (0.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3612'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3612'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KM3 1999, SURROUNDED
 AJ3612'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3612'CARSONITE MARKER
 AJ3612'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3612'4.1 MI (6.6 KM) - NORTH THEN WEST OF VULTURE MINE ROAD
 AJ3612'2.3 MI (3.7 KM) - WEST OF POWER LINE ROAD
 AJ3612'0.5 MI (0.8 KM) - WEST OF G.L.O.  BRASS CAP LOCATED ON NORTH SIDE OF
 AJ3612'DIRT ROAD
 AJ3612'68.5 FT (20.9 M) - SOUTHEASTERLY OF A TREE
 AJ3612'48 FT (14.6 M) - SOUTHWESTERLY OF A TREE
 AJ3612'15 FT (4.6 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3612'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3612'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3612'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3613 ***********************************************************************
 AJ3613  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3613  DESIGNATION -  4KO3
 AJ3613  PID         -  AJ3613
 AJ3613  STATE/COUNTY-  AZ/MARICOPA
 AJ3613  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3613
 AJ3613                         *CURRENT SURVEY CONTROL
 AJ3613  ___________________________________________________________________
 AJ3613* NAD 83(1992)-  33 48 21.52418(N)    113 04 25.14928(W)     ADJUSTED  
 AJ3613* NAVD 88     -       681.07   (meters)    2234.5    (feet)  GPS OBS   
 AJ3613  ___________________________________________________________________
 AJ3613  X           -  -2,079,419.094 (meters)                     COMP
 AJ3613  Y           -  -4,881,348.650 (meters)                     COMP
 AJ3613  Z           -   3,528,946.682 (meters)                     COMP
 AJ3613  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3613  ELLIP HEIGHT-         650.86  (meters)          (04/12/01) GPS OBS
 AJ3613  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AJ3613
 AJ3613  HORZ ORDER  -  B
 AJ3613  ELLP ORDER  -  THIRD     CLASS II
 AJ3613
 AJ3613.The horizontal coordinates were established by GPS observations
 AJ3613.and adjusted by the National Geodetic Survey in April 2001..
 AJ3613
 AJ3613.The orthometric height was determined by GPS observations and a
 AJ3613.high-resolution geoid model using precise GPS observation and
 AJ3613.processing techniques.
 AJ3613
 AJ3613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3613
 AJ3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3613
 AJ3613.The ellipsoidal height was determined by GPS observations
 AJ3613.and is referenced to NAD 83.
 AJ3613
 AJ3613.The geoid height was determined by GEOID03.
 AJ3613
 AJ3613;                    North         East     Units Scale Factor Converg.
 AJ3613;SPC AZ C     -   311,736.880   106,237.619   MT  1.00004142   -0 38 37.6
 AJ3613;SPC AZ C     - 1,022,758.79    348,548.62   iFT  1.00004142   -0 38 37.6
 AJ3613;UTM  12      - 3,742,576.743   308,052.310   MT  1.00005422   -1 09 14.7
 AJ3613
 AJ3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3613!SPC AZ C     -   0.99989783  x   1.00004142  =   0.99993925
 AJ3613!UTM  12      -   0.99989783  x   1.00005422  =   0.99995205
 AJ3613
 AJ3613                          SUPERSEDED SURVEY CONTROL
 AJ3613
 AJ3613.No superseded survey control is available for this station.
 AJ3613
 AJ3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0805242577(NAD 83)
 AJ3613_MARKER: I = METAL ROD
 AJ3613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3613+WITH SETTING: INFORMATION.
 AJ3613_STAMPING: 4KO3 1999
 AJ3613_MARK LOGO: MCDOT 
 AJ3613_PROJECTION: FLUSH
 AJ3613_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3613+STABILITY: POSITION/ELEVATION WELL
 AJ3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3613+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3613_ROD/PIPE-DEPTH:  2.6 meters
 AJ3613_SLEEVE-DEPTH  :  0.8 meters
 AJ3613
 AJ3613  HISTORY     - Date     Condition        Report By
 AJ3613  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3613
 AJ3613                          STATION DESCRIPTION
 AJ3613
 AJ3613'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3613'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3613'PHOENIX, TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 06
 AJ3613'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3613'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3613'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3613'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3613'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3613'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3613'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3613'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3613'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3613'HIGHWAY FOR 13.1 MI (21.1 KM) TO AN INTERSECTION OF VULTURE MINE ROAD
 AJ3613'AND AGUILA ROAD, THENCE TURN CONTINUE STRAIGHT THROUGH INTERSECTION ON
 AJ3613'AGUILA ROAD FOR 0.1 MI (0.2 KM) TO THE END OF PAVEMENT, THENCE
 AJ3613'CONTINUE WEST ON AGUILA ROAD FOR 12.6 MI (20.3 KM) TO DIAMOND S RANCH
 AJ3613'ENTRANCE ON THE NORTH SIDE OF AGUILA ROAD, THENCE CONTINUE WEST ON
 AJ3613'AGUILA FOR 0.1 MI (0.16 KM) TO OVER HEAD POWER LINES, THENCE CONTINUE
 AJ3613'STRAIGHT (WEST) FOR 0.8 MI (1.3 KM) PASSING MILE POST 8 TO STATION ON
 AJ3613'THE RIGHT (NORTH) SIDE OF ROAD AS DESCRIBED MILE POST 08 ON THE SOUTH
 AJ3613'SIDE OF AGUILA ROAD, THENCE CONTINUE WEST FOR 0.1 MI (0.2 KM) AND TO
 AJ3613'THE STATION AS DESCRIBED
 AJ3613'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3613'COMPRESSED ON A 8.4 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3613'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3613'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KO3 1999, SURROUNDED
 AJ3613'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3613'CARSONITE MARKER
 AJ3613'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3613'13.9 MI (22.4 KM) - WEST OF WICKENBURG HIGHWAY
 AJ3613'1.2 MI (1.9 KM) - WEST OF ENTRANCE TO DIAMOND RANCH
 AJ3613'0.8 MI (1.3 KM) - WEST OF OVERHEAD POWER LINES CROSSING AGUILA ROAD
 AJ3613'(0.1 MI WEST OF DIAMOND RANCH ENTRANCE) 0.3 MI (0.5 KM) - WEST OF MILE
 AJ3613'POST 08
 AJ3613'30 FT (9.1 M) - NORTH OF AGUILA ROAD
 AJ3613'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3613'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3613'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3614 ***********************************************************************
 AJ3614  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3614  DESIGNATION -  4KQ3
 AJ3614  PID         -  AJ3614
 AJ3614  STATE/COUNTY-  AZ/MARICOPA
 AJ3614  USGS QUAD   -  TIGER WELL (1990)
 AJ3614
 AJ3614                         *CURRENT SURVEY CONTROL
 AJ3614  ___________________________________________________________________
 AJ3614* NAD 83(1992)-  33 49 18.89360(N)    113 08 17.13968(W)     ADJUSTED  
 AJ3614* NAVD 88     -       684.84   (meters)    2246.8    (feet)  GPS OBS   
 AJ3614  ___________________________________________________________________
 AJ3614  X           -  -2,084,522.595 (meters)                     COMP
 AJ3614  Y           -  -4,878,105.044 (meters)                     COMP
 AJ3614  Z           -   3,530,417.539 (meters)                     COMP
 AJ3614  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ3614  ELLIP HEIGHT-         654.63  (meters)          (04/12/01) GPS OBS
 AJ3614  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AJ3614
 AJ3614  HORZ ORDER  -  B
 AJ3614  ELLP ORDER  -  THIRD     CLASS II
 AJ3614
 AJ3614.The horizontal coordinates were established by GPS observations
 AJ3614.and adjusted by the National Geodetic Survey in April 2001..
 AJ3614
 AJ3614.The orthometric height was determined by GPS observations and a
 AJ3614.high-resolution geoid model using precise GPS observation and
 AJ3614.processing techniques.
 AJ3614
 AJ3614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3614
 AJ3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3614
 AJ3614.The ellipsoidal height was determined by GPS observations
 AJ3614.and is referenced to NAD 83.
 AJ3614
 AJ3614.The geoid height was determined by GEOID03.
 AJ3614
 AJ3614;                    North         East     Units Scale Factor Converg.
 AJ3614;SPC AZ C     -   313,573.372   100,291.754   MT  1.00005755   -0 40 47.8
 AJ3614;SPC AZ C     - 1,028,784.03    329,041.19   iFT  1.00005755   -0 40 47.8
 AJ3614;UTM  12      - 3,744,466.168   302,122.928   MT  1.00008272   -1 11 25.7
 AJ3614
 AJ3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3614!SPC AZ C     -   0.99989724  x   1.00005755  =   0.99995479
 AJ3614!UTM  12      -   0.99989724  x   1.00008272  =   0.99997995
 AJ3614
 AJ3614                          SUPERSEDED SURVEY CONTROL
 AJ3614
 AJ3614.No superseded survey control is available for this station.
 AJ3614
 AJ3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0212344466(NAD 83)
 AJ3614_MARKER: I = METAL ROD
 AJ3614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3614+WITH SETTING: INFORMATION.
 AJ3614_STAMPING: 4KQ3 1999
 AJ3614_MARK LOGO: MCDOT 
 AJ3614_PROJECTION: FLUSH
 AJ3614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3614+STABILITY: POSITION/ELEVATION WELL
 AJ3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3614+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3614_ROD/PIPE-DEPTH:  2.6 meters
 AJ3614_SLEEVE-DEPTH  :  0.8 meters
 AJ3614
 AJ3614  HISTORY     - Date     Condition        Report By
 AJ3614  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3614
 AJ3614                          STATION DESCRIPTION
 AJ3614
 AJ3614'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3614'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3614'PHOENIX, TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 31
 AJ3614'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3614'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3614'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3614'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3614'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3614'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 21.4 MI (34.4 KM) TO
 AJ3614'AGUILA ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 1.7
 AJ3614'MI (2.7 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD, THENCE
 AJ3614'TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 1.7 MI (2.7 KM) TO A FORK
 AJ3614'IN ROAD, THENCE VEER LEFT AT FORK AND CONTINUE SOUTH FOR 0.8 MI (1.3
 AJ3614'KM) AND TO THE STATION AS DESCRIBED
 AJ3614'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3614'COMPRESSED ON A 8.4 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3614'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3614'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KQ3 1999, SURROUNDED
 AJ3614'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3614'CARSONITE MARKER
 AJ3614'STATION TIES - FURTHEST TO CLOSEST
 AJ3614'1.7 MI (2.7 KM) - EAST OF EAGLE EYE ROAD
 AJ3614'0.8 MI (1.3 KM) - SOUTH OF FORK IN ROAD
 AJ3614'54 FT (16.5 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3614'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3614'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3614'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3615 ***********************************************************************
 AJ3615  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3615  DESIGNATION -  4KS2
 AJ3615  PID         -  AJ3615
 AJ3615  STATE/COUNTY-  AZ/MARICOPA
 AJ3615  USGS QUAD   -  TIGER WELL (1990)
 AJ3615
 AJ3615                         *CURRENT SURVEY CONTROL
 AJ3615  ___________________________________________________________________
 AJ3615* NAD 83(1992)-  33 47 54.82250(N)    113 11 27.65013(W)     ADJUSTED  
 AJ3615* NAVD 88     -       655.35   (meters)    2150.1    (feet)  GPS OBS   
 AJ3615  ___________________________________________________________________
 AJ3615  X           -  -2,089,585.222 (meters)                     COMP
 AJ3615  Y           -  -4,877,480.126 (meters)                     COMP
 AJ3615  Z           -   3,528,248.649 (meters)                     COMP
 AJ3615  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AJ3615  ELLIP HEIGHT-         625.10  (meters)          (04/12/01) GPS OBS
 AJ3615  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ3615
 AJ3615  HORZ ORDER  -  B
 AJ3615  ELLP ORDER  -  THIRD     CLASS II
 AJ3615
 AJ3615.The horizontal coordinates were established by GPS observations
 AJ3615.and adjusted by the National Geodetic Survey in April 2001..
 AJ3615
 AJ3615.The orthometric height was determined by GPS observations and a
 AJ3615.high-resolution geoid model using precise GPS observation and
 AJ3615.processing techniques.
 AJ3615
 AJ3615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3615
 AJ3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3615
 AJ3615.The ellipsoidal height was determined by GPS observations
 AJ3615.and is referenced to NAD 83.
 AJ3615
 AJ3615.The geoid height was determined by GEOID03.
 AJ3615
 AJ3615;                    North         East     Units Scale Factor Converg.
 AJ3615;SPC AZ C     -   311,042.486    95,360.593   MT  1.00007160   -0 42 32.3
 AJ3615;SPC AZ C     - 1,020,480.60    312,862.84   iFT  1.00007160   -0 42 32.3
 AJ3615;UTM  12      - 3,741,979.233   297,169.267   MT  1.00010720   -1 13 09.2
 AJ3615
 AJ3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3615!SPC AZ C     -   0.99990188  x   1.00007160  =   0.99997347
 AJ3615!UTM  12      -   0.99990188  x   1.00010720  =   1.00000907
 AJ3615
 AJ3615                          SUPERSEDED SURVEY CONTROL
 AJ3615
 AJ3615.No superseded survey control is available for this station.
 AJ3615
 AJ3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9716941979(NAD 83)
 AJ3615_MARKER: I = METAL ROD
 AJ3615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3615_STAMPING: 4KS2 1999
 AJ3615_MARK LOGO: MCDOT 
 AJ3615_PROJECTION: FLUSH
 AJ3615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3615+STABILITY: POSITION/ELEVATION WELL
 AJ3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3615+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3615_ROD/PIPE-DEPTH:  7.3 meters
 AJ3615_SLEEVE-DEPTH  :  0.8 meters
 AJ3615
 AJ3615  HISTORY     - Date     Condition        Report By
 AJ3615  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3615
 AJ3615                          STATION DESCRIPTION
 AJ3615
 AJ3615'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3615'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3615'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 09
 AJ3615'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3615'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3615'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3615'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3615'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3615'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 16.1 MI (25.9 KM) TO
 AJ3615'A SMALL RISE ON THE WEST SIDE OF EAGLE EYE ROAD AND TO THE STATION AS
 AJ3615'DESCRIBED
 AJ3615'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3615'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3615'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3615'WITH A COUNTY LOGO ACCESS COVER STAMPED 4KS2 1999, SURROUNDED WITH A
 AJ3615'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3615'MARKER
 AJ3615'STATION TIES - FURTHEST TO CLOSEST
 AJ3615'16.1 MI (25.9 KM) - NORTH OF SALOME HIGHWAY
 AJ3615'57 FT (17.4 M) - WEST OF SMALL RISE ON THE WEST SIDE OF EAGLE EYE ROAD
 AJ3615'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3615'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3615'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3616 ***********************************************************************
 AJ3616  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3616  DESIGNATION -  4KT3
 AJ3616  PID         -  AJ3616
 AJ3616  STATE/COUNTY-  AZ/MARICOPA
 AJ3616  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 AJ3616
 AJ3616                         *CURRENT SURVEY CONTROL
 AJ3616  ___________________________________________________________________
 AJ3616* NAD 83(1992)-  33 47 09.34063(N)    113 16 31.39654(W)     ADJUSTED  
 AJ3616* NAVD 88     -       740.23   (meters)    2428.6    (feet)  GPS OBS   
 AJ3616  ___________________________________________________________________
 AJ3616  X           -  -2,097,101.440 (meters)                     COMP
 AJ3616  Y           -  -4,875,178.555 (meters)                     COMP
 AJ3616  Z           -   3,527,131.153 (meters)                     COMP
 AJ3616  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AJ3616  ELLIP HEIGHT-         709.99  (meters)          (04/12/01) GPS OBS
 AJ3616  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ3616
 AJ3616  HORZ ORDER  -  B
 AJ3616  ELLP ORDER  -  THIRD     CLASS II
 AJ3616
 AJ3616.The horizontal coordinates were established by GPS observations
 AJ3616.and adjusted by the National Geodetic Survey in April 2001..
 AJ3616
 AJ3616.The orthometric height was determined by GPS observations and a
 AJ3616.high-resolution geoid model using precise GPS observation and
 AJ3616.processing techniques.
 AJ3616
 AJ3616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3616
 AJ3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3616
 AJ3616.The ellipsoidal height was determined by GPS observations
 AJ3616.and is referenced to NAD 83.
 AJ3616
 AJ3616.The geoid height was determined by GEOID03.
 AJ3616
 AJ3616;                    North         East     Units Scale Factor Converg.
 AJ3616;SPC AZ C     -   309,741.032    87,528.870   MT  1.00009513   -0 45 20.4
 AJ3616;SPC AZ C     - 1,016,210.73    287,168.21   iFT  1.00009513   -0 45 20.4
 AJ3616;UTM  12      - 3,740,747.512   289,325.922   MT  1.00014718   -1 15 56.8
 AJ3616
 AJ3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3616!SPC AZ C     -   0.99988855  x   1.00009513  =   0.99998367
 AJ3616!UTM  12      -   0.99988855  x   1.00014718  =   1.00003572
 AJ3616
 AJ3616                          SUPERSEDED SURVEY CONTROL
 AJ3616
 AJ3616.No superseded survey control is available for this station.
 AJ3616
 AJ3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8932640748(NAD 83)
 AJ3616_MARKER: I = METAL ROD
 AJ3616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3616+WITH SETTING: INFORMATION.
 AJ3616_STAMPING: 4KT3 1999
 AJ3616_MARK LOGO: MCDOT 
 AJ3616_PROJECTION: FLUSH
 AJ3616_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3616+STABILITY: POSITION/ELEVATION WELL
 AJ3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3616+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3616_ROD/PIPE-DEPTH:  0.8 meters
 AJ3616_SLEEVE-DEPTH  :  0.8 meters
 AJ3616
 AJ3616  HISTORY     - Date     Condition        Report By
 AJ3616  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3616
 AJ3616                          STATION DESCRIPTION
 AJ3616
 AJ3616'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3616'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3616'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 11
 AJ3616'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3616'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3616'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3616'SALOME HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3616'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3616'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.5 MI (20.1 KM) TO
 AJ3616'TIGER WASH, THENCE CONTINUE NORTH ON EAGLE EYE ROAD FOR 0.4 MI (0.6
 AJ3616'KM) TO A DIRT ROAD ON THE WEST SIDE OF EAGLE EYE ROAD, THENCE TURN
 AJ3616'LEFT (WEST) ON TO DIRT ROAD AND DRIVE 0.15 MI (0.24 KM) TO A FORK IN
 AJ3616'THE ROAD (PAST A CATTLE PEN), THENCE VEER LEFT AT THE FORK AND DRIVE
 AJ3616'NORTHWESTERLY FOR 0.75 MI (1.20 KM) TO A ANOTHER FORK IN THE ROAD,
 AJ3616'THEN VEER LEFT AT THE FORK AND CONTINUE WESTERLY FOR 0.5 MI TO YET
 AJ3616'ANOTHER FORK, THENCE VEER TO THE RIGHT THIS TIME AND CONTINUE WESTERLY
 AJ3616'FOR 0.80 MI (1.3 KM) TO A HARD TO CROSS WASH (STAY LEFT), THENCE
 AJ3616'CONTINUE THROUGH WASH AND DRIVE WESTERLY 0.4 MI TO A T INTERSECTION,
 AJ3616'THENCE TURN RIGHT (NORTH) AT THE T AND DRIVE NORTHERLY FOR 0.2 MI (0.3
 AJ3616'KM) TO A PRIVATE ROAD ON LEFT SIDE (DO NOT TAKE), THENCE CONTINUE PAST
 AJ3616'PRIVATE ROAD AND CONTINUE STRAIGHT IN A NORTHWESTERLY DIRECTION FOR
 AJ3616'0.9 MI )1.4 KM TO A ROAD ON THE RIGHT (EAST), THENCE TURN RIGHT
 AJ3616'(NORTHEAST) AND DRIVE FOR 0.1 MI TO THE STATION AS DESCRIBED
 AJ3616'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3616'COMPRESSED ON A 2.7 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3616'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3616'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KT3 1999, SURROUNDED
 AJ3616'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3616'CARSONITE MARKER
 AJ3616'STATION TIES - FURTHEST TO CLOSEST
 AJ3616'3.4 MI (5.5 KM) - WEST OF EAGLE EYE ROAD
 AJ3616'0.1 MI (0.2 KM) - NORTHEAST OF FORK IN ROAD (1.1 MI NORTH OF POINT B)
 AJ3616'ON TOP OF THE HILL
 AJ3616'3 FT (0.9 M) - SOUTHWEST OF CARSONITE WITNESS POST
 AJ3616'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3616'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3884 ***********************************************************************
 AJ3884  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3884  DESIGNATION -  4LB2
 AJ3884  PID         -  AJ3884
 AJ3884  STATE/COUNTY-  AZ/MARICOPA
 AJ3884  USGS QUAD   -  BALDY MTN (1981)
 AJ3884
 AJ3884                         *CURRENT SURVEY CONTROL
 AJ3884  ___________________________________________________________________
 AJ3884* NAD 83(1992)-  33 49 57.82721(N)    112 21 38.29527(W)     ADJUSTED  
 AJ3884* NAVD 88     -       565.49   (meters)    1855.3    (feet)  GPS OBS   
 AJ3884  ___________________________________________________________________
 AJ3884  X           -  -2,017,849.285 (meters)                     COMP
 AJ3884  Y           -  -4,905,231.621 (meters)                     COMP
 AJ3884  Z           -   3,531,348.134 (meters)                     COMP
 AJ3884  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3884  ELLIP HEIGHT-         536.05  (meters)          (04/12/01) GPS OBS
 AJ3884  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3884
 AJ3884  HORZ ORDER  -  B
 AJ3884  ELLP ORDER  -  THIRD     CLASS II
 AJ3884
 AJ3884.The horizontal coordinates were established by GPS observations
 AJ3884.and adjusted by the National Geodetic Survey in April 2001..
 AJ3884
 AJ3884.The orthometric height was determined by GPS observations and a
 AJ3884.high-resolution geoid model using precise GPS observation and
 AJ3884.processing techniques.
 AJ3884
 AJ3884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3884
 AJ3884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3884
 AJ3884.The ellipsoidal height was determined by GPS observations
 AJ3884.and is referenced to NAD 83.
 AJ3884
 AJ3884.The geoid height was determined by GEOID03.
 AJ3884
 AJ3884;                    North         East     Units Scale Factor Converg.
 AJ3884;SPC AZ C     -   314,190.589   172,267.574   MT  0.99992081   -0 14 49.9
 AJ3884;SPC AZ C     - 1,030,809.02    565,182.33   iFT  0.99992081   -0 14 49.9
 AJ3884;UTM  12      - 3,744,442.071   374,097.783   MT  0.99979541   -0 45 27.6
 AJ3884
 AJ3884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3884!SPC AZ C     -   0.99991585  x   0.99992081  =   0.99983667
 AJ3884!UTM  12      -   0.99991585  x   0.99979541  =   0.99971128
 AJ3884
 AJ3884                          SUPERSEDED SURVEY CONTROL
 AJ3884
 AJ3884.No superseded survey control is available for this station.
 AJ3884
 AJ3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7409844442(NAD 83)
 AJ3884_MARKER: I = METAL ROD
 AJ3884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3884_STAMPING: 4LB2 11/99
 AJ3884_MARK LOGO: MCDOT 
 AJ3884_PROJECTION: FLUSH
 AJ3884_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3884+STABILITY: POSITION/ELEVATION WELL
 AJ3884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3884+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3884_ROD/PIPE-DEPTH:  5.5 meters
 AJ3884_SLEEVE-DEPTH  :  0.8 meters
 AJ3884
 AJ3884  HISTORY     - Date     Condition        Report By
 AJ3884  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3884  HISTORY     - 20031221 POOR             USPSQD
 AJ3884
 AJ3884                          STATION DESCRIPTION
 AJ3884
 AJ3884'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3884'THE STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) SOUTHWEST OF THE TOWN
 AJ3884'OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 WEST, SECTION 28
 AJ3884'OWNERSHIP - AZ DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 AJ3884'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3884'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 14.0 MI (22.5
 AJ3884'KM) TO THE MONUMENT ON THE RIGHT (NORTH) 5 FT (1.5 M) SOUTH OF A
 AJ3884'BARBED WIRE RIGHT OF WAY FENCE
 AJ3884'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 18.0 FOOT
 AJ3884'(5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3884'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3884'ACCESS COVER STAMPED 4LB2 11/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3884'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3884'STATION TIES -
 AJ3884'5.0 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3884'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3884'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3884
 AJ3884                          STATION RECOVERY (2003)
 AJ3884
 AJ3884'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 AJ3884'RECOVERED AS DESCRIBED. ACCESS COVER HAS BROKEN HINGE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3885 ***********************************************************************
 AJ3885  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3885  DESIGNATION -  4LD2
 AJ3885  PID         -  AJ3885
 AJ3885  STATE/COUNTY-  AZ/MARICOPA
 AJ3885  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3885
 AJ3885                         *CURRENT SURVEY CONTROL
 AJ3885  ___________________________________________________________________
 AJ3885* NAD 83(1992)-  33 50 15.91309(N)    112 27 03.26928(W)     ADJUSTED  
 AJ3885* NAVD 88     -       609.19   (meters)    1998.7    (feet)  GPS OBS   
 AJ3885  ___________________________________________________________________
 AJ3885  X           -  -2,025,470.395 (meters)                     COMP
 AJ3885  Y           -  -4,901,793.077 (meters)                     COMP
 AJ3885  Z           -   3,531,835.332 (meters)                     COMP
 AJ3885  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3885  ELLIP HEIGHT-         579.67  (meters)          (04/12/01) GPS OBS
 AJ3885  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3885
 AJ3885  HORZ ORDER  -  B
 AJ3885  ELLP ORDER  -  THIRD     CLASS II
 AJ3885
 AJ3885.The horizontal coordinates were established by GPS observations
 AJ3885.and adjusted by the National Geodetic Survey in April 2001..
 AJ3885
 AJ3885.The orthometric height was determined by GPS observations and a
 AJ3885.high-resolution geoid model using precise GPS observation and
 AJ3885.processing techniques.
 AJ3885
 AJ3885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3885
 AJ3885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3885
 AJ3885.The ellipsoidal height was determined by GPS observations
 AJ3885.and is referenced to NAD 83.
 AJ3885
 AJ3885.The geoid height was determined by GEOID03.
 AJ3885
 AJ3885;                    North         East     Units Scale Factor Converg.
 AJ3885;SPC AZ C     -   314,787.498   163,915.249   MT  0.99993013   -0 17 51.0
 AJ3885;SPC AZ C     - 1,032,767.38    537,779.69   iFT  0.99993013   -0 17 51.0
 AJ3885;UTM  12      - 3,745,113.297   365,752.081   MT  0.99982218   -0 48 29.0
 AJ3885
 AJ3885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3885!SPC AZ C     -   0.99990901  x   0.99993013  =   0.99983914
 AJ3885!UTM  12      -   0.99990901  x   0.99982218  =   0.99973120
 AJ3885
 AJ3885                          SUPERSEDED SURVEY CONTROL
 AJ3885
 AJ3885.No superseded survey control is available for this station.
 AJ3885
 AJ3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6575245113(NAD 83)
 AJ3885_MARKER: I = METAL ROD
 AJ3885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3885+WITH SETTING: INFORMATION.
 AJ3885_STAMPING: 4LD2 12/99
 AJ3885_MARK LOGO: MCDOT 
 AJ3885_PROJECTION: FLUSH
 AJ3885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3885+STABILITY: POSITION/ELEVATION WELL
 AJ3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3885+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3885_ROD/PIPE-DEPTH:  2.4 meters
 AJ3885_SLEEVE-DEPTH  :  0.8 meters
 AJ3885
 AJ3885  HISTORY     - Date     Condition        Report By
 AJ3885  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3885
 AJ3885                          STATION DESCRIPTION
 AJ3885
 AJ3885'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3885'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) SOUTHWEST OF THE TOWN
 AJ3885'OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 21
 AJ3885'OWNERSHIP - BLM
 AJ3885'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3885'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 19.1 MI (30.7
 AJ3885'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT
 AJ3885'(NORTHERLY) ONTO THE DIRT ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE
 AJ3885'STATION 100 FT (30.5 M) RIGHT (EAST) OF THE CENTERLINE OF THE ROAD
 AJ3885'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3885'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3885'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3885'COVER STAMPED 4LD2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3885'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3885'STATION TIES -
 AJ3885'100.0 FT (30.5 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3885'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3885'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3886 ***********************************************************************
 AJ3886  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3886  DESIGNATION -  4LE2
 AJ3886  PID         -  AJ3886
 AJ3886  STATE/COUNTY-  AZ/MARICOPA
 AJ3886  USGS QUAD   -  WITTMANN (1981)
 AJ3886
 AJ3886                         *CURRENT SURVEY CONTROL
 AJ3886  ___________________________________________________________________
 AJ3886* NAD 83(1992)-  33 50 52.70425(N)    112 30 30.62008(W)     ADJUSTED  
 AJ3886* NAVD 88     -       615.77   (meters)    2020.2    (feet)  GPS OBS   
 AJ3886  ___________________________________________________________________
 AJ3886  X           -  -2,030,157.343 (meters)                     COMP
 AJ3886  Y           -  -4,899,176.193 (meters)                     COMP
 AJ3886  Z           -   3,532,780.553 (meters)                     COMP
 AJ3886  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AJ3886  ELLIP HEIGHT-         586.18  (meters)          (04/12/01) GPS OBS
 AJ3886  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AJ3886
 AJ3886  HORZ ORDER  -  B
 AJ3886  ELLP ORDER  -  THIRD     CLASS II
 AJ3886
 AJ3886.The horizontal coordinates were established by GPS observations
 AJ3886.and adjusted by the National Geodetic Survey in April 2001..
 AJ3886
 AJ3886.The orthometric height was determined by GPS observations and a
 AJ3886.high-resolution geoid model using precise GPS observation and
 AJ3886.processing techniques.
 AJ3886
 AJ3886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3886
 AJ3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3886
 AJ3886.The ellipsoidal height was determined by GPS observations
 AJ3886.and is referenced to NAD 83.
 AJ3886
 AJ3886.The geoid height was determined by GEOID03.
 AJ3886
 AJ3886;                    North         East     Units Scale Factor Converg.
 AJ3886;SPC AZ C     -   315,950.151   158,590.981   MT  0.99993697   -0 19 46.8
 AJ3886;SPC AZ C     - 1,036,581.86    520,311.62   iFT  0.99993697   -0 19 46.8
 AJ3886;UTM  12      - 3,746,323.230   360,438.931   MT  0.99984011   -0 50 25.3
 AJ3886
 AJ3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3886!SPC AZ C     -   0.99990799  x   0.99993697  =   0.99984496
 AJ3886!UTM  12      -   0.99990799  x   0.99984011  =   0.99974811
 AJ3886
 AJ3886                          SUPERSEDED SURVEY CONTROL
 AJ3886
 AJ3886.No superseded survey control is available for this station.
 AJ3886
 AJ3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6043946323(NAD 83)
 AJ3886_MARKER: I = METAL ROD
 AJ3886_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3886+WITH SETTING: INFORMATION.
 AJ3886_STAMPING: 4LE2 1/00
 AJ3886_MARK LOGO: MCDOT 
 AJ3886_PROJECTION: FLUSH
 AJ3886_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3886+STABILITY: POSITION/ELEVATION WELL
 AJ3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3886+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3886_ROD/PIPE-DEPTH:  2.4 meters
 AJ3886_SLEEVE-DEPTH  :  0.8 meters
 AJ3886
 AJ3886  HISTORY     - Date     Condition        Report By
 AJ3886  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3886
 AJ3886                          STATION DESCRIPTION
 AJ3886
 AJ3886'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3886'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF THE TOWN OF
 AJ3886'WITTMANN, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 18
 AJ3886'OWNERSHIP - PRIVATE
 AJ3886'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3886'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 23.5 MI (37.8
 AJ3886'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT BEING 0.6 MI (1.0 KM) WEST
 AJ3886'OF MILE POST 8, THENCE TURN RIGHT (NORTHERLY) ONTO THE DIRT ROAD AND
 AJ3886'DRIVE 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT OF
 AJ3886'THE Y AND DRIVE 0.1 MI (0.2 KM) TO THE STATION 30 FT (9.1 M) RIGHT OF
 AJ3886'THE CENTERLINE OF THE ROAD
 AJ3886'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON AN 8.0 FOOT
 AJ3886'(2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3886'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3886'ACCESS COVER STAMPED 4LE2 1/00, SURROUNDED WITH A CONCRETE COLLAR
 AJ3886'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3886'STATION TIES -
 AJ3886'30.0 FT (9.1 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3886'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3886'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3887 ***********************************************************************
 AJ3887  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3887  DESIGNATION -  4LF2
 AJ3887  PID         -  AJ3887
 AJ3887  STATE/COUNTY-  AZ/MARICOPA
 AJ3887  USGS QUAD   -  WITTMANN (1981)
 AJ3887
 AJ3887                         *CURRENT SURVEY CONTROL
 AJ3887  ___________________________________________________________________
 AJ3887* NAD 83(1992)-  33 51 11.93095(N)    112 33 57.13733(W)     ADJUSTED  
 AJ3887* NAVD 88     -       630.56   (meters)    2068.8    (feet)  GPS OBS   
 AJ3887  ___________________________________________________________________
 AJ3887  X           -  -2,034,939.550 (meters)                     COMP
 AJ3887  Y           -  -4,896,847.646 (meters)                     COMP
 AJ3887  Z           -   3,533,280.783 (meters)                     COMP
 AJ3887  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AJ3887  ELLIP HEIGHT-         600.91  (meters)          (04/12/01) GPS OBS
 AJ3887  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AJ3887
 AJ3887  HORZ ORDER  -  B
 AJ3887  ELLP ORDER  -  THIRD     CLASS II
 AJ3887
 AJ3887.The horizontal coordinates were established by GPS observations
 AJ3887.and adjusted by the National Geodetic Survey in April 2001..
 AJ3887
 AJ3887.The orthometric height was determined by GPS observations and a
 AJ3887.high-resolution geoid model using precise GPS observation and
 AJ3887.processing techniques.
 AJ3887
 AJ3887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3887
 AJ3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3887
 AJ3887.The ellipsoidal height was determined by GPS observations
 AJ3887.and is referenced to NAD 83.
 AJ3887
 AJ3887.The geoid height was determined by GEOID03.
 AJ3887
 AJ3887;                    North         East     Units Scale Factor Converg.
 AJ3887;SPC AZ C     -   316,574.526   153,285.973   MT  0.99994447   -0 21 42.0
 AJ3887;SPC AZ C     - 1,038,630.33    502,906.74   iFT  0.99994447   -0 21 42.0
 AJ3887;UTM  12      - 3,746,994.808   355,140.182   MT  0.99985869   -0 52 20.8
 AJ3887
 AJ3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3887!SPC AZ C     -   0.99990567  x   0.99994447  =   0.99985015
 AJ3887!UTM  12      -   0.99990567  x   0.99985869  =   0.99976438
 AJ3887
 AJ3887                          SUPERSEDED SURVEY CONTROL
 AJ3887
 AJ3887.No superseded survey control is available for this station.
 AJ3887
 AJ3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5514046995(NAD 83)
 AJ3887_MARKER: I = METAL ROD
 AJ3887_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3887+WITH SETTING: INFORMATION.
 AJ3887_STAMPING: 4LF2 12/99
 AJ3887_MARK LOGO: MCDOT 
 AJ3887_PROJECTION: FLUSH
 AJ3887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3887+STABILITY: POSITION/ELEVATION WELL
 AJ3887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3887+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3887_ROD/PIPE-DEPTH:  2.4 meters
 AJ3887_SLEEVE-DEPTH  :  0.8 meters
 AJ3887
 AJ3887  HISTORY     - Date     Condition        Report By
 AJ3887  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3887
 AJ3887                          STATION DESCRIPTION
 AJ3887
 AJ3887'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3887'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHWEST OF THE TOWN OF
 AJ3887'WITTMANN, TOWNSHIP 6 NORTH, RANGE 3 WEST, SECTION 21
 AJ3887'OWNERSHIP - AZ DEPT.  OF TRANSPORTATION RIGHT OF WAY
 AJ3887'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3887'DRIVE EASTERLY ON STATE ROUTE 74 4.0 MI (6.4 KM) TO MILE POST 4,
 AJ3887'THENCE CONTINUE EASTERLY ON STATE ROUTE 74 500 FT (152.4 M) TO THE
 AJ3887'STATION 100 FT (30.5 M) RIGHT (SOUTH) OF THE CENTERLINE OF STATE ROUTE
 AJ3887'74
 AJ3887'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3887'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3887'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3887'COVER STAMPED 4LF2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3887'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3887'STATION TIES -
 AJ3887'100 FT (30.5 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 74
 AJ3887'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3887'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3888 ***********************************************************************
 AJ3888  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3888  DESIGNATION -  4LH2
 AJ3888  PID         -  AJ3888
 AJ3888  STATE/COUNTY-  AZ/MARICOPA
 AJ3888  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3888
 AJ3888                         *CURRENT SURVEY CONTROL
 AJ3888  ___________________________________________________________________
 AJ3888* NAD 83(1992)-  33 51 56.29312(N)    112 37 55.13352(W)     ADJUSTED  
 AJ3888* NAVD 88     -       603.15   (meters)    1978.8    (feet)  GPS OBS   
 AJ3888  ___________________________________________________________________
 AJ3888  X           -  -2,040,286.500 (meters)                     COMP
 AJ3888  Y           -  -4,893,772.355 (meters)                     COMP
 AJ3888  Z           -   3,534,400.609 (meters)                     COMP
 AJ3888  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AJ3888  ELLIP HEIGHT-         573.42  (meters)          (04/12/01) GPS OBS
 AJ3888  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 AJ3888
 AJ3888  HORZ ORDER  -  B
 AJ3888  ELLP ORDER  -  THIRD     CLASS II
 AJ3888
 AJ3888.The horizontal coordinates were established by GPS observations
 AJ3888.and adjusted by the National Geodetic Survey in April 2001..
 AJ3888
 AJ3888.The orthometric height was determined by GPS observations and a
 AJ3888.high-resolution geoid model using precise GPS observation and
 AJ3888.processing techniques.
 AJ3888
 AJ3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3888
 AJ3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3888
 AJ3888.The ellipsoidal height was determined by GPS observations
 AJ3888.and is referenced to NAD 83.
 AJ3888
 AJ3888.The geoid height was determined by GEOID03.
 AJ3888
 AJ3888;                    North         East     Units Scale Factor Converg.
 AJ3888;SPC AZ C     -   317,981.858   147,177.885   MT  0.99995398   -0 23 55.0
 AJ3888;SPC AZ C     - 1,043,247.57    482,867.08   iFT  0.99995398   -0 23 55.0
 AJ3888;UTM  12      - 3,748,456.430   349,045.370   MT  0.99988092   -0 54 34.5
 AJ3888
 AJ3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3888!SPC AZ C     -   0.99990999  x   0.99995398  =   0.99986397
 AJ3888!UTM  12      -   0.99990999  x   0.99988092  =   0.99979092
 AJ3888
 AJ3888                          SUPERSEDED SURVEY CONTROL
 AJ3888
 AJ3888.No superseded survey control is available for this station.
 AJ3888
 AJ3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4904548456(NAD 83)
 AJ3888_MARKER: I = METAL ROD
 AJ3888_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3888+WITH SETTING: INFORMATION.
 AJ3888_STAMPING: 4LH2 12/99
 AJ3888_MARK LOGO: MCDOT 
 AJ3888_PROJECTION: FLUSH
 AJ3888_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3888+STABILITY: POSITION/ELEVATION WELL
 AJ3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3888+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3888_ROD/PIPE-DEPTH:  1.8 meters
 AJ3888_SLEEVE-DEPTH  :  0.8 meters
 AJ3888
 AJ3888  HISTORY     - Date     Condition        Report By
 AJ3888  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3888
 AJ3888                          STATION DESCRIPTION
 AJ3888
 AJ3888'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3888'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3888'WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 14
 AJ3888'OWNERSHIP - PRIVATE
 AJ3888'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3888'DRIVE NORTHEASTERLY ON STATE ROUTE 74 ABOUT 580 FT (176.8 M) AND GET
 AJ3888'OFF THE ROAD ON THE NORTH SIDE, THENCE DRIVE NORTHERLY ON THE UNMARKED
 AJ3888'DIRT ROAD UNDER THE POWER LINE ABOUT 200 FT (61.0 M) , THENCE PULL OFF
 AJ3888'TO THE RIGHT AND PARK, THE STATION WILL BE VISIBLE JUST TO THE NORTH,
 AJ3888'ABOUT 5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3888'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3888'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3888'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3888'COVER STAMPED 4LH2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3888'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3888'STATION TIES -
 AJ3888'210 FT (64.0 M) NORTH OF THE CENTERLINE OF STATE ROUTE 74
 AJ3888'75 FT (22.9 M) EAST OF AN OVERHEAD POWER LINE
 AJ3888'5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3888'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3888'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3891 ***********************************************************************
 AJ3891  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3891  DESIGNATION -  4LJ2
 AJ3891  PID         -  AJ3891
 AJ3891  STATE/COUNTY-  AZ/MARICOPA
 AJ3891  USGS QUAD   -  VULTURE MINE (1990)
 AJ3891
 AJ3891                         *CURRENT SURVEY CONTROL
 AJ3891  ___________________________________________________________________
 AJ3891* NAD 83(1992)-  33 51 17.20247(N)    112 45 36.44370(W)     ADJUSTED  
 AJ3891* NAVD 88     -       667.17   (meters)    2188.9    (feet)  GPS OBS   
 AJ3891  ___________________________________________________________________
 AJ3891  X           -  -2,051,506.454 (meters)                     COMP
 AJ3891  Y           -  -4,889,864.824 (meters)                     COMP
 AJ3891  Z           -   3,533,435.958 (meters)                     COMP
 AJ3891  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AJ3891  ELLIP HEIGHT-         637.31  (meters)          (04/12/01) GPS OBS
 AJ3891  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3891
 AJ3891  HORZ ORDER  -  B
 AJ3891  ELLP ORDER  -  THIRD     CLASS II
 AJ3891
 AJ3891.The horizontal coordinates were established by GPS observations
 AJ3891.and adjusted by the National Geodetic Survey in April 2001..
 AJ3891
 AJ3891.The orthometric height was determined by GPS observations and a
 AJ3891.high-resolution geoid model using precise GPS observation and
 AJ3891.processing techniques.
 AJ3891
 AJ3891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3891
 AJ3891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3891
 AJ3891.The ellipsoidal height was determined by GPS observations
 AJ3891.and is referenced to NAD 83.
 AJ3891
 AJ3891.The geoid height was determined by GEOID03.
 AJ3891
 AJ3891;                    North         East     Units Scale Factor Converg.
 AJ3891;SPC AZ C     -   316,867.381   135,311.819   MT  0.99997507   -0 28 11.7
 AJ3891;SPC AZ C     - 1,039,591.15    443,936.41   iFT  0.99997507   -0 28 11.7
 AJ3891;UTM  12      - 3,747,447.868   337,170.559   MT  0.99992686   -0 58 50.7
 AJ3891
 AJ3891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3891!SPC AZ C     -   0.99989996  x   0.99997507  =   0.99987503
 AJ3891!UTM  12      -   0.99989996  x   0.99992686  =   0.99982683
 AJ3891
 AJ3891                          SUPERSEDED SURVEY CONTROL
 AJ3891
 AJ3891.No superseded survey control is available for this station.
 AJ3891
 AJ3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3717147448(NAD 83)
 AJ3891_MARKER: I = METAL ROD
 AJ3891_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3891+WITH SETTING: INFORMATION.
 AJ3891_STAMPING: 4LJ2 1/00
 AJ3891_MARK LOGO: MCDOT 
 AJ3891_PROJECTION: FLUSH
 AJ3891_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3891+STABILITY: POSITION/ELEVATION WELL
 AJ3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3891+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3891_ROD/PIPE-DEPTH:  2.4 meters
 AJ3891_SLEEVE-DEPTH  :  0.8 meters
 AJ3891
 AJ3891  HISTORY     - Date     Condition        Report By
 AJ3891  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3891
 AJ3891                          STATION DESCRIPTION
 AJ3891
 AJ3891'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3891'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF THE
 AJ3891'TOWN OF WICKENBURG, TOWNSHIP 8 NORTH, RANGE 5 WEST, SECTION 14
 AJ3891'OWNERSHIP - BLM
 AJ3891'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3891'DRIVE SOUTHERLY ON VULTURE MINE ROAD 3.6 MI (5.8 KM) TO AN UNMARKED
 AJ3891'DIRT ROAD ON THE LEFT (EAST) BEING 0.4 MI (0.6 KM) SOUTH OF MILEPOST
 AJ3891'33, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY
 AJ3891'1.2 MI (1.9 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y
 AJ3891'AND DRIVE 0.2 MI (0.3 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3891'SOUTHEASTERLY ON THE DIRT ROAD 2.3 MI (3.7 KM) TO A Y IN THE ROAD,
 AJ3891'THENCE STAY LEFT AT THE Y AND CONTINUE DRIVING SOUTHEASTERLY 1.7 MI
 AJ3891'(2.7 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y
 AJ3891'AND CONTINUE DRIVING SOUTHERLY 1.0 MI (1.6 KM) TO A CATTLE GUARD AND
 AJ3891'GATE IN A FENCE, THENCE DRIVE THROUGH THE GATE TO THE STATION 10 FT
 AJ3891'(3.0 M) WEST OF THE ROAD AND 10 FT (3.0 M) SOUTH OF THE FENCE
 AJ3891'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3891'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3891'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3891'COVER STAMPED 4LJ2 1/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3891'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3891'STATION TIES -
 AJ3891'10 FT (3.0 M) WEST OF THE DIRT ROAD
 AJ3891'10 FT (3.0 M) SOUTH OF A FENCE
 AJ3891'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3891'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3617 ***********************************************************************
 AJ3617  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3617  DESIGNATION -  4LL3
 AJ3617  PID         -  AJ3617
 AJ3617  STATE/COUNTY-  AZ/MARICOPA
 AJ3617  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3617
 AJ3617                         *CURRENT SURVEY CONTROL
 AJ3617  ___________________________________________________________________
 AJ3617* NAD 83(1992)-  33 51 31.64842(N)    112 53 16.45793(W)     ADJUSTED  
 AJ3617* NAVD 88     -       746.69   (meters)    2449.8    (feet)  GPS OBS   
 AJ3617  ___________________________________________________________________
 AJ3617  X           -  -2,062,335.991 (meters)                     COMP
 AJ3617  Y           -  -4,885,109.700 (meters)                     COMP
 AJ3617  Z           -   3,533,849.893 (meters)                     COMP
 AJ3617  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3617  ELLIP HEIGHT-         716.78  (meters)          (04/12/01) GPS OBS
 AJ3617  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3617
 AJ3617  HORZ ORDER  -  B
 AJ3617  ELLP ORDER  -  THIRD     CLASS II
 AJ3617
 AJ3617.The horizontal coordinates were established by GPS observations
 AJ3617.and adjusted by the National Geodetic Survey in April 2001..
 AJ3617
 AJ3617.The orthometric height was determined by GPS observations and a
 AJ3617.high-resolution geoid model using precise GPS observation and
 AJ3617.processing techniques.
 AJ3617
 AJ3617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3617
 AJ3617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3617
 AJ3617.The ellipsoidal height was determined by GPS observations
 AJ3617.and is referenced to NAD 83.
 AJ3617
 AJ3617.The geoid height was determined by GEOID03.
 AJ3617
 AJ3617;                    North         East     Units Scale Factor Converg.
 AJ3617;SPC AZ C     -   317,416.783   123,491.499   MT  0.99999953   -0 32 28.2
 AJ3617;SPC AZ C     - 1,041,393.65    405,155.84   iFT  0.99999953   -0 32 28.2
 AJ3617;UTM  12      - 3,748,102.624   325,356.031   MT  0.99997601   -1 03 07.6
 AJ3617
 AJ3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3617!SPC AZ C     -   0.99988749  x   0.99999953  =   0.99988702
 AJ3617!UTM  12      -   0.99988749  x   0.99997601  =   0.99986350
 AJ3617
 AJ3617                          SUPERSEDED SURVEY CONTROL
 AJ3617
 AJ3617.No superseded survey control is available for this station.
 AJ3617
 AJ3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2535648103(NAD 83)
 AJ3617_MARKER: DD = SURVEY DISK
 AJ3617_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3617_STAMPING: 4LL3 1999
 AJ3617_MARK LOGO: MCDOT 
 AJ3617_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3617+STABILITY: POSITION/ELEVATION WELL
 AJ3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3617+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3617
 AJ3617  HISTORY     - Date     Condition        Report By
 AJ3617  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3617
 AJ3617                          STATION DESCRIPTION
 AJ3617
 AJ3617'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3617'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH THEN WEST THEN
 AJ3617'NORTHWEST OF THE CITY OF WICKENBURG TOWNSHIP 06 NORTH, RANGE 06 WEST,
 AJ3617'SECTION 16
 AJ3617'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3617'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE 0.25
 AJ3617'MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3617'VULTURE MINE ROAD AND DRIVE TO MILE POST 20, THENCE CONTINUE SOUTHWEST
 AJ3617'FOR 0.6 MI (1.0 KM)ON VULTURE MINE ROAD TO FORK IN ROAD (FORK IS 0.4
 AJ3617'MI NORTHEAST OF MILE POST 21 ON VULTURE MINE ROAD),THENCE BEAR RIGHT
 AJ3617'(WEST) AT FORK AND DRIVE 40 FT (12.2 M) TO A GATE, THENCE PROCEED
 AJ3617'THROUGH GATE AND DRIVE 1.0 MI (1.6 KM) WEST TO ANOTHER GATE, THENCE
 AJ3617'PROCEED THROUGH GATE AND DRIVE SOUTHWESTERLY FOR 0.8 MI (1.3
 AJ3617'KM)(FOLLOWING ADJACENT TO A FENCE AND PASSING UNDER 2 POLE LINES) TO A
 AJ3617'FORK IN ROAD, THENCE BEAR RIGHT (NORTHERLY) AT FORK IN ROAD AND DRIVE
 AJ3617'4.4 MI(7.1 KM) TO ANOTHER FORK IN ROAD, THENCE BEAR RIGHT
 AJ3617'(NORTHEASTERLY) AT FORK AND DRIVE FOR 0.5 MI (0.8 KM) (PASSING UNDER
 AJ3617'TWO SETS OF POWER LINES) TO A FORK IN ROAD, THENCE BEAR LEFT
 AJ3617'(NORTHWEST) AT FORK AND DRIVE 1.35 MI, (2.17 KM) PARK VEHICLE AND WALK
 AJ3617'25 FT (7.6 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3617'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3617'COUNTY D.O.T.  BRASS DISK, STAMPED 4LL3 1999, SET IN BEDROCK, 1 FT
 AJ3617'(0.3 M) SOUTH OF WHITE CARSONITE MARKER
 AJ3617'STATION TIES - FURTHEST TO CLOSEST
 AJ3617'7.61 MI (12.25 KM) - NORTHWESTERLY OF VULTURE MINE ROAD
 AJ3617'1.85 MI (2.98 KM) - NORTHWESTERLY OF FIRST LINE OF POWER LINES
 AJ3617'25 FT (7.6 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3617'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3617'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3617'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3618 ***********************************************************************
 AJ3618  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3618  DESIGNATION -  4LN3
 AJ3618  PID         -  AJ3618
 AJ3618  STATE/COUNTY-  AZ/MARICOPA
 AJ3618  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3618
 AJ3618                         *CURRENT SURVEY CONTROL
 AJ3618  ___________________________________________________________________
 AJ3618* NAD 83(1992)-  33 51 15.40257(N)    112 59 50.22390(W)     ADJUSTED  
 AJ3618* NAVD 88     -       734.47   (meters)    2409.7    (feet)  GPS OBS   
 AJ3618  ___________________________________________________________________
 AJ3618  X           -  -2,071,763.022 (meters)                     COMP
 AJ3618  Y           -  -4,881,411.057 (meters)                     COMP
 AJ3618  Z           -   3,533,427.312 (meters)                     COMP
 AJ3618  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AJ3618  ELLIP HEIGHT-         704.47  (meters)          (04/12/01) GPS OBS
 AJ3618  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AJ3618
 AJ3618  HORZ ORDER  -  B
 AJ3618  ELLP ORDER  -  THIRD     CLASS II
 AJ3618
 AJ3618.The horizontal coordinates were established by GPS observations
 AJ3618.and adjusted by the National Geodetic Survey in April 2001..
 AJ3618
 AJ3618.The orthometric height was determined by GPS observations and a
 AJ3618.high-resolution geoid model using precise GPS observation and
 AJ3618.processing techniques.
 AJ3618
 AJ3618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3618
 AJ3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3618
 AJ3618.The ellipsoidal height was determined by GPS observations
 AJ3618.and is referenced to NAD 83.
 AJ3618
 AJ3618.The geoid height was determined by GEOID03.
 AJ3618
 AJ3618;                    North         East     Units Scale Factor Converg.
 AJ3618;SPC AZ C     -   317,017.230   113,364.944   MT  1.00002323   -0 36 07.4
 AJ3618;SPC AZ C     - 1,040,082.78    371,932.23   iFT  1.00002323   -0 36 07.4
 AJ3618;UTM  12      - 3,747,793.394   315,226.447   MT  1.00002090   -1 06 46.7
 AJ3618
 AJ3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3618!SPC AZ C     -   0.99988942  x   1.00002323  =   0.99991265
 AJ3618!UTM  12      -   0.99988942  x   1.00002090  =   0.99991032
 AJ3618
 AJ3618                          SUPERSEDED SURVEY CONTROL
 AJ3618
 AJ3618.No superseded survey control is available for this station.
 AJ3618
 AJ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1522647793(NAD 83)
 AJ3618_MARKER: DD = SURVEY DISK
 AJ3618_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3618_STAMPING: 4LN3 1999
 AJ3618_MARK LOGO: MCDOT 
 AJ3618_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3618+STABILITY: POSITION/ELEVATION WELL
 AJ3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3618+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3618
 AJ3618  HISTORY     - Date     Condition        Report By
 AJ3618  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3618
 AJ3618                          STATION DESCRIPTION
 AJ3618
 AJ3618'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3618'THE STATION IS LOCATED ABOUT 74.5 MI (119.9 KM) NORTHWEST OF THE CITY
 AJ3618'OF PHOENIX TOWNSHIP 06 NORTH, RANGE 07 WEST, SECTION 21
 AJ3618'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3618'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3618'10, DRIVE WEST ON INTERSTATE 10 TO 339TH AVENUE (EXIT 103) , THENCE
 AJ3618'TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 1.1 MI (1.8 KM) TO
 AJ3618'INDIAN SCHOOL ROAD, THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD
 AJ3618'AND DRIVE 3.0 MI (4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON
 AJ3618'TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT
 AJ3618'355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON
 AJ3618'WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO A Y INTERSECTION OF
 AJ3618'WICKENBURG HIGHWAY/VULTURE MINE ROAD/AGUILA ROAD, THENCE BEAR RIGHT
 AJ3618'(NORTHEASTERLY) AT Y AND DRIVE 2.85 MI (4.59 KM) TO A FORK IN ROAD
 AJ3618'(JUST SOUTH OF OVERHEAD ELECTRIC TRANSMISSION LINES WITH TOWERS) ,
 AJ3618'THENCE TURN LEFT (NORTHWESTERLY) AT FORK (POWER LINE ACCESS ROAD) AND
 AJ3618'DRIVE 3.45 MI (5.55 KM) TO A 4 WAY INTERSECTION OF A DIRT ROAD (2.2
 AJ3618'MILES WEST LEADS TO STATION NUMBER 4KM3) , THENCE CONTINUE STRAIGHT
 AJ3618'(NORTHERLY) FOR 4.9 MI (7.9 KM) TO FORK IN ROAD JUST PAST A GATE,
 AJ3618'THENCE BEAR LEFT (WEST) AT FORK AND DRIVE 1.4 MI (2.3 KM) TO A FORK IN
 AJ3618'ROAD, THENCE BEAR LEFT (WEST) AT FORK AND CONTINUE FOR 0.1 MI (0.2 KM)
 AJ3618'TO A GATE, THENCE PROCEED THROUGH GATE AND CONTINUE SOUTHWESTERLY FOR
 AJ3618'0.5 MI (0.8 KM) TO A SMALL FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3618'(WESTERLY) FOR 1.5MI (2.4 KM) TO A CORRAL AND WATER TANK ON SOUTH SIDE
 AJ3618'OF ROAD, THENCE CONTINUE WEST ON DIRT ROAD CROSSING A WASH 0.5 MI (0.8
 AJ3618'KM) WEST OF CORRAL AND CONTINUE THROUGH WASH FOR AN ADDITIONAL 1.9 MI
 AJ3618'(3.1 KM) TO A GATE IN ROAD, THENCE PROCEED WEST THROUGH GATE AND DRIVE
 AJ3618'0.1 MI (0.2 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3618'CONTINUE WEST FOR 0.2 MI (0.3 KM) , PARK VEHICLE AND HIKE 500 FT
 AJ3618'(152.4 M) TO TOP OF HILL ON EAST SIDE OF DIRT ROAD AND TO THE STATION
 AJ3618'AS DESCRIBED
 AJ3618'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3618'COUNTY D.O.T.  BRASS DISK, STAMPED 4LN3 1999, SET IN BEDROCK, 1 FT
 AJ3618'(0.3 M) SOUTH OF WHITE CARSONITE MARKER
 AJ3618'STATION TIES - FURTHEST TO CLOSEST
 AJ3618'8.35 MI (13.44 KM) - NORTH OF VULTURE MINE ROAD
 AJ3618'6.2 MI (10.0 KM) - WEST OF POWER LINE ACCESS ROAD
 AJ3618'4.7 MI (7.6 KM) - WEST OF GATE LOCATED 0.3 MI (0.5 KM) EAST OF HILL
 AJ3618'WITH STATION
 AJ3618'2.7 MI (4.3 KM) - WEST OF CORRAL AND WATER TANK
 AJ3618'2.2 MI (3.5 KM) - WEST OF WASH
 AJ3618'500 FT (152.4 M) - EAST OF CENTERLINE OF DIRT ROAD ON TOP OF HILL
 AJ3618'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3618'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3618'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3619 ***********************************************************************
 AJ3619  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3619  DESIGNATION -  4LP2
 AJ3619  PID         -  AJ3619
 AJ3619  STATE/COUNTY-  AZ/MARICOPA
 AJ3619  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3619
 AJ3619                         *CURRENT SURVEY CONTROL
 AJ3619  ___________________________________________________________________
 AJ3619* NAD 83(1992)-  33 51 18.85991(N)    113 06 24.68824(W)     ADJUSTED  
 AJ3619* NAVD 88     -       673.59   (meters)    2209.9    (feet)  GPS OBS   
 AJ3619  ___________________________________________________________________
 AJ3619  X           -  -2,081,051.346 (meters)                     COMP
 AJ3619  Y           -  -4,877,338.868 (meters)                     COMP
 AJ3619  Z           -   3,533,481.797 (meters)                     COMP
 AJ3619  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3619  ELLIP HEIGHT-         643.46  (meters)          (04/12/01) GPS OBS
 AJ3619  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3619
 AJ3619  HORZ ORDER  -  B
 AJ3619  ELLP ORDER  -  THIRD     CLASS II
 AJ3619
 AJ3619.The horizontal coordinates were established by GPS observations
 AJ3619.and adjusted by the National Geodetic Survey in April 2001..
 AJ3619
 AJ3619.The orthometric height was determined by GPS observations and a
 AJ3619.high-resolution geoid model using precise GPS observation and
 AJ3619.processing techniques.
 AJ3619
 AJ3619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3619
 AJ3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3619
 AJ3619.The ellipsoidal height was determined by GPS observations
 AJ3619.and is referenced to NAD 83.
 AJ3619
 AJ3619.The geoid height was determined by GEOID03.
 AJ3619
 AJ3619;                    North         East     Units Scale Factor Converg.
 AJ3619;SPC AZ C     -   317,235.707   103,226.259   MT  1.00004948   -0 39 47.2
 AJ3619;SPC AZ C     - 1,040,799.56    338,668.83   iFT  1.00004948   -0 39 47.2
 AJ3619;UTM  12      - 3,748,102.277   305,090.029   MT  1.00006835   -1 10 26.7
 AJ3619
 AJ3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3619!SPC AZ C     -   0.99989900  x   1.00004948  =   0.99994847
 AJ3619!UTM  12      -   0.99989900  x   1.00006835  =   0.99996734
 AJ3619
 AJ3619                          SUPERSEDED SURVEY CONTROL
 AJ3619
 AJ3619.No superseded survey control is available for this station.
 AJ3619
 AJ3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0509048102(NAD 83)
 AJ3619_MARKER: I = METAL ROD
 AJ3619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3619_STAMPING: 4LP2 1999
 AJ3619_MARK LOGO: MCDOT 
 AJ3619_PROJECTION: FLUSH
 AJ3619_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3619+STABILITY: POSITION/ELEVATION WELL
 AJ3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3619+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3619_ROD/PIPE-DEPTH: 11.4 meters
 AJ3619_SLEEVE-DEPTH  :  0.8 meters
 AJ3619
 AJ3619  HISTORY     - Date     Condition        Report By
 AJ3619  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3619
 AJ3619                          STATION DESCRIPTION
 AJ3619
 AJ3619'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3619'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) WEST OF THE CITY OF
 AJ3619'WICKENBURG TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 16
 AJ3619'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3619'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE WEST
 AJ3619'ON US 60 FOR 25 MI (40.2 KM) TO EAGLE EYE ROAD, THENCE TURN LEFT
 AJ3619'(SOUTH) ON TO EAGLE EYE ROAD AND DRIVE 5.0 MI (8.0 KM) TO AGUILA ROAD
 AJ3619'(GRAVEL) , THENCE TURN LEFT (SOUTHEASTERLY) ON TO AGUILA ROAD AND
 AJ3619'DRIVE 4.0 MI (6.4 KM) TO MILE POST 4, THENCE CONTINUE SOUTHEASTERLY ON
 AJ3619'AGUILA ROAD FOR 0.3 MI (0.5 KM) TO A T INTERSECTION OF A DIRT ROAD,
 AJ3619'THENCE TURN LEFT (NORTHEAST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3619'TO A BEND IN ROAD, THENCE BEAR LEFT (NORTHWESTERLY) AROUND BEND FOR
 AJ3619'0.1 MI (0.2 KM) THENCE DRIVE 0.3 MI (0.5 KM) TO AN UNLOCKED GATE,
 AJ3619'THENCE PROCEED THROUGH GATE TURNING RIGHT (NORTHEAST) AROUND BEND IN
 AJ3619'ROAD AND DRIVE 0.7 MI (1.1 KM) TO A CORRAL AND WATER TANK ON THE EAST
 AJ3619'SIDE OF ROAD, THENCE CONTINUE NORTHEAST ON DIRT ROAD FOR 0.2 MI (0.3
 AJ3619'KM) TO A BEND IN ROAD WITH A WATERING HOLE PROTECTED BY A FENCE ON THE
 AJ3619'RIGHT (SOUTH) SIDE OF ROAD , THENCE CONTINUE NORTH ON DIRT ROAD FOR
 AJ3619'0.5 MI (0.8 KM) AND TO THE STATION AS DESCRIBED
 AJ3619'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3619'COMPRESSED ON A 37.4 FOOT (11.28 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3619'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3619'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LP2 1999, SURROUNDED
 AJ3619'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3619'CARSONITE MARKER
 AJ3619'STATION TIES - FURTHEST TO CLOSEST
 AJ3619'2.4 MI (3.9 KM) - NORTHEASTERLY OF AGUILA ROAD
 AJ3619'0.7 MI (1.1 KM) - NORTHEASTERLY OF CORRAL AND WATER TANK ON EAST SIDE
 AJ3619'OF ROAD
 AJ3619'0.5 MI (0.8 KM) - NORTH OF BARBED WIRE FENCE AND WATERING HOLE
 AJ3619'154 FT (46.9 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3619'92 FT (28.0 M) - NORTHEAST OF GLO BRASS CAP - LOCATED 96 FT (29.3 M)
 AJ3619'EAST OF CENTERLINE OF DIRT ROAD (SW CORNER SECTION 16, T6N R8W) 4 FT
 AJ3619'(1.2 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3619'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3619'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3620 ***********************************************************************
 AJ3620  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3620  DESIGNATION -  4LR2
 AJ3620  PID         -  AJ3620
 AJ3620  STATE/COUNTY-  AZ/MARICOPA
 AJ3620  USGS QUAD   -  TIGER WELL (1990)
 AJ3620
 AJ3620                         *CURRENT SURVEY CONTROL
 AJ3620  ___________________________________________________________________
 AJ3620* NAD 83(1992)-  33 50 41.15250(N)    113 10 56.60601(W)     ADJUSTED  
 AJ3620* NAVD 88     -       704.37   (meters)    2310.9    (feet)  GPS OBS   
 AJ3620  ___________________________________________________________________
 AJ3620  X           -  -2,087,744.145 (meters)                     COMP
 AJ3620  Y           -  -4,875,209.633 (meters)                     COMP
 AJ3620  Z           -   3,532,533.954 (meters)                     COMP
 AJ3620  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ3620  ELLIP HEIGHT-         674.22  (meters)          (04/12/01) GPS OBS
 AJ3620  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3620
 AJ3620  HORZ ORDER  -  B
 AJ3620  ELLP ORDER  -  THIRD     CLASS II
 AJ3620
 AJ3620.The horizontal coordinates were established by GPS observations
 AJ3620.and adjusted by the National Geodetic Survey in April 2001..
 AJ3620
 AJ3620.The orthometric height was determined by GPS observations and a
 AJ3620.high-resolution geoid model using precise GPS observation and
 AJ3620.processing techniques.
 AJ3620
 AJ3620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3620
 AJ3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3620
 AJ3620.The ellipsoidal height was determined by GPS observations
 AJ3620.and is referenced to NAD 83.
 AJ3620
 AJ3620.The geoid height was determined by GEOID03.
 AJ3620
 AJ3620;                    North         East     Units Scale Factor Converg.
 AJ3620;SPC AZ C     -   316,157.379    96,222.157   MT  1.00006910   -0 42 18.1
 AJ3620;SPC AZ C     - 1,037,261.74    315,689.49   iFT  1.00006910   -0 42 18.1
 AJ3620;UTM  12      - 3,747,086.422   298,076.406   MT  1.00010266   -1 12 57.2
 AJ3620
 AJ3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3620!SPC AZ C     -   0.99989417  x   1.00006910  =   0.99996326
 AJ3620!UTM  12      -   0.99989417  x   1.00010266  =   0.99999682
 AJ3620
 AJ3620                          SUPERSEDED SURVEY CONTROL
 AJ3620
 AJ3620.No superseded survey control is available for this station.
 AJ3620
 AJ3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9807647086(NAD 83)
 AJ3620_MARKER: I = METAL ROD
 AJ3620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3620+WITH SETTING: INFORMATION.
 AJ3620_STAMPING: 4LR2 1999
 AJ3620_MARK LOGO: MCDOT 
 AJ3620_PROJECTION: FLUSH
 AJ3620_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3620+STABILITY: POSITION/ELEVATION WELL
 AJ3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3620+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3620_ROD/PIPE-DEPTH:  1.4 meters
 AJ3620_SLEEVE-DEPTH  :  0.8 meters
 AJ3620
 AJ3620  HISTORY     - Date     Condition        Report By
 AJ3620  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3620
 AJ3620                          STATION DESCRIPTION
 AJ3620
 AJ3620'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3620'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3620'PHOENIX, TOWNSHIP 06 NORTH, RANGE 09 WEST, SECTION 22
 AJ3620'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3620'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3620'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3620'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3620'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3620'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 19.5 MI (31.4 KM) TO
 AJ3620'MILE POST 20 AND TO THE STATION AS DESCRIBED
 AJ3620'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3620'COMPRESSED ON A 4.7 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3620'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3620'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LR2 1999, SURROUNDED
 AJ3620'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3620'CARSONITE MARKER
 AJ3620'STATION TIES - FURTHEST TO CLOSEST
 AJ3620'19.5 MI (31.4 KM) - NORTH OF SALOME HIGHWAY
 AJ3620'7.0 MI (11.3 KM) - SOUTHWEST OF US 60 AND EAGLE EYE ROAD INTERSECTION
 AJ3620'53 FT (16.2 M) - WEST OF EAGLE EYE ROAD
 AJ3620'31 FT (9.4 M) - NORTHWEST OF MILE POST 20 (LOCATED ON THE WEST SIDE OF
 AJ3620'EAGLE EYE ROAD)
 AJ3620'17 FT (5.2 M) - SOUTH OF CENTERLINE OF DIRT ROAD OFF EAGLE EYE ROAD
 AJ3620'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3620'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3620'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3621 ***********************************************************************
 AJ3621  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3621  DESIGNATION -  4LT2
 AJ3621  PID         -  AJ3621
 AJ3621  STATE/COUNTY-  AZ/MARICOPA
 AJ3621  USGS QUAD   -  GLADDEN (1989)
 AJ3621
 AJ3621                         *CURRENT SURVEY CONTROL
 AJ3621  ___________________________________________________________________
 AJ3621* NAD 83(1992)-  33 53 14.49961(N)    113 17 26.35442(W)     ADJUSTED  
 AJ3621* NAVD 88     -       691.96   (meters)    2270.2    (feet)  GPS OBS   
 AJ3621  ___________________________________________________________________
 AJ3621  X           -  -2,095,907.161 (meters)                     COMP
 AJ3621  Y           -  -4,868,827.962 (meters)                     COMP
 AJ3621  Z           -   3,536,450.654 (meters)                     COMP
 AJ3621  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3621  ELLIP HEIGHT-         661.82  (meters)          (04/12/01) GPS OBS
 AJ3621  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AJ3621
 AJ3621  HORZ ORDER  -  B
 AJ3621  ELLP ORDER  -  THIRD     CLASS II
 AJ3621
 AJ3621.The horizontal coordinates were established by GPS observations
 AJ3621.and adjusted by the National Geodetic Survey in April 2001..
 AJ3621
 AJ3621.The orthometric height was determined by GPS observations and a
 AJ3621.high-resolution geoid model using precise GPS observation and
 AJ3621.processing techniques.
 AJ3621
 AJ3621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3621
 AJ3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3621
 AJ3621.The ellipsoidal height was determined by GPS observations
 AJ3621.and is referenced to NAD 83.
 AJ3621
 AJ3621.The geoid height was determined by GEOID03.
 AJ3621
 AJ3621;                    North         East     Units Scale Factor Converg.
 AJ3621;SPC AZ C     -   321,010.797    86,265.239   MT  1.00009907   -0 45 58.3
 AJ3621;SPC AZ C     - 1,053,185.03    283,022.44   iFT  1.00009907   -0 45 58.3
 AJ3621;UTM  12      - 3,752,028.693   288,162.749   MT  1.00015323   -1 16 39.6
 AJ3621
 AJ3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3621!SPC AZ C     -   0.99989611  x   1.00009907  =   0.99999517
 AJ3621!UTM  12      -   0.99989611  x   1.00015323  =   1.00004933
 AJ3621
 AJ3621                          SUPERSEDED SURVEY CONTROL
 AJ3621
 AJ3621.No superseded survey control is available for this station.
 AJ3621
 AJ3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8816352029(NAD 83)
 AJ3621_MARKER: I = METAL ROD
 AJ3621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3621+WITH SETTING: INFORMATION.
 AJ3621_STAMPING: 4LT2 1999
 AJ3621_MARK LOGO: MCDOT 
 AJ3621_PROJECTION: FLUSH
 AJ3621_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3621+STABILITY: POSITION/ELEVATION WELL
 AJ3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3621+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3621_ROD/PIPE-DEPTH:  2.3 meters
 AJ3621_SLEEVE-DEPTH  :  0.8 meters
 AJ3621
 AJ3621  HISTORY     - Date     Condition        Report By
 AJ3621  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3621
 AJ3621                          STATION DESCRIPTION
 AJ3621
 AJ3621'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3621'THE STATION IS LOCATED ABOUT 32.5 MI (52.3 KM) WEST OF THE CITY OF
 AJ3621'WICKENBURG TOWNSHIP 06 NORTH, RANGE 10 WEST, SECTION 03
 AJ3621'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3621'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE WEST
 AJ3621'ON US 60 FOR 32.5 MI (52.3 KM) TO MILE POST 76, THENCE CONTINUE WEST
 AJ3621'ON US 60 FOR 0.4 MI (0.6 KM) TO A DIRT ROAD (SAID ROAD IS 50 FT WEST
 AJ3621'OF BOX CULVERT AND 0.6 MI EAST OF MILE POST) ON THE SOUTH SIDE OF US
 AJ3621'60, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE THROUGH AN
 AJ3621'UNLOCKED GATE IN RIGHT OF WAY FENCE, THENCE CONTINUE SOUTH ON DIRT
 AJ3621'ROAD TO A FORK IN ROAD, THENCE VEER LEFT (SOUTHEASTERLY) AT FORK AND
 AJ3621'DRIVE 0.9 MI (1.4 KM) TO ANOTHER FORK IN ROAD, THENCE VEER LEFT (EAST)
 AJ3621'AT THIS FORK, THENCE DRIVE EASTERLY FOR 0.4 MI (0.6 KM) (PAST DUSHEY
 AJ3621'TANK) TO A SMALL WASH, THENCE CONTINUE EASTERLY ON DIRT ROAD FOR 0.4
 AJ3621'MI (0.6 KM) TO THE STATION AS DESCRIBED
 AJ3621'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3621'COMPRESSED ON A 7.5 FOOT (2.25 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3621'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3621'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LT2 1999, SURROUNDED
 AJ3621'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3621'CARSONITE MARKER
 AJ3621'STATION TIES - FURTHEST TO CLOSEST
 AJ3621'1.7 MI (2.7 KM) - EAST OF US 60
 AJ3621'0.8 MI (1.3 KM) - EAST OF DUSHEY TANK LOCATED IN THE Y OF THE FORK IN
 AJ3621'ROAD
 AJ3621'0.5 MI (0.8 KM) - NORTH OF HARQUAHALA MOUNTAINS
 AJ3621'0.4 MI (0.6 KM) - EAST OF WASH
 AJ3621'0.1 MI (0.2 KM) - WEST OF T INTERSECTION OF DIRT ROAD
 AJ3621'30 FT (9.1 M) - SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3621'6 FT (1.8 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3621'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3621'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3622 ***********************************************************************
 AJ3622  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3622  DESIGNATION -  4LV3
 AJ3622  PID         -  AJ3622
 AJ3622  STATE/COUNTY-  AZ/MARICOPA
 AJ3622  USGS QUAD   -  SOCORRO PEAK (1989)
 AJ3622
 AJ3622                         *CURRENT SURVEY CONTROL
 AJ3622  ___________________________________________________________________
 AJ3622* NAD 83(1992)-  33 49 35.95531(N)    113 23 47.37326(W)     ADJUSTED  
 AJ3622* NAVD 88     -       756.67   (meters)    2482.5    (feet)  GPS OBS   
 AJ3622  ___________________________________________________________________
 AJ3622  X           -  -2,106,408.555 (meters)                     COMP
 AJ3622  Y           -  -4,868,440.616 (meters)                     COMP
 AJ3622  Z           -   3,530,894.256 (meters)                     COMP
 AJ3622  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 AJ3622  ELLIP HEIGHT-         726.41  (meters)          (04/12/01) GPS OBS
 AJ3622  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3622
 AJ3622  HORZ ORDER  -  B
 AJ3622  ELLP ORDER  -  THIRD     CLASS II
 AJ3622
 AJ3622.The horizontal coordinates were established by GPS observations
 AJ3622.and adjusted by the National Geodetic Survey in April 2001..
 AJ3622
 AJ3622.The orthometric height was determined by GPS observations and a
 AJ3622.high-resolution geoid model using precise GPS observation and
 AJ3622.processing techniques.
 AJ3622
 AJ3622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3622
 AJ3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3622
 AJ3622.The ellipsoidal height was determined by GPS observations
 AJ3622.and is referenced to NAD 83.
 AJ3622
 AJ3622.The geoid height was determined by GEOID03.
 AJ3622
 AJ3622;                    North         East     Units Scale Factor Converg.
 AJ3622;SPC AZ C     -   314,413.012    76,377.384   MT  1.00013125   -0 49 26.1
 AJ3622;SPC AZ C     - 1,031,538.75    250,581.97   iFT  1.00013125   -0 49 26.1
 AJ3622;UTM  12      - 3,745,518.951   278,215.792   MT  1.00020642   -1 20 04.7
 AJ3622
 AJ3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3622!SPC AZ C     -   0.99988598  x   1.00013125  =   1.00001721
 AJ3622!UTM  12      -   0.99988598  x   1.00020642  =   1.00009237
 AJ3622
 AJ3622                          SUPERSEDED SURVEY CONTROL
 AJ3622
 AJ3622.No superseded survey control is available for this station.
 AJ3622
 AJ3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7821645519(NAD 83)
 AJ3622_MARKER: DD = SURVEY DISK
 AJ3622_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3622_STAMPING: 4LV3 1999
 AJ3622_MARK LOGO: MCDOT 
 AJ3622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3622+STABILITY: POSITION/ELEVATION WELL
 AJ3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3622+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3622
 AJ3622  HISTORY     - Date     Condition        Report By
 AJ3622  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3622
 AJ3622                          STATION DESCRIPTION
 AJ3622
 AJ3622'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3622'THE STATION IS LOCATED ABOUT 35.8 MI (57.6 KM) WEST OF THE WICKENBURG
 AJ3622'CITY LIMITS TOWNSHIP 06 NORTH, RANGE 11 WEST, SECTION 35
 AJ3622'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3622'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 (CITY OF
 AJ3622'WICKENBURG) , DRIVE WEST ON US 60 FOR 35.1 MI (56.5 KM) TO MILE POST
 AJ3622'70, THENCE CONTINUE WEST ON US 60 FOR 0.7 MI (1.1 KM) TO A DIRT ROAD
 AJ3622'ON THE SOUTH SIDE OF US 60, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD
 AJ3622'CONTINUING THROUGH AN UNLOCKED GATE (JUST SOUTH OF GATE ARE CONCRETE
 AJ3622'RUINS ON WEST SIDE OF DIRT ROAD) AND DRIVE 0.4 MI (0.6 KM) TO A FORK
 AJ3622'IN THE ROAD, THENCE BEAR RIGHT AT FORK (SOUTHWESTERLY - ROAD TOO ROUGH
 AJ3622'ON LEFT FORK) AND DRIVE 1.4 MI (2.2 KM) TO REVERSE FORK OR Y IN THE
 AJ3622'ROAD, THENCE CONTINUE FORWARD IN A SOUTHERLY DIRECTION FOR 0.9 MI (1.4
 AJ3622'KM) TO THE STATION ON THE RIGHT (WEST) SIDE AS DESCRIBED
 AJ3622'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3622'COUNTY D.O.T.  BRASS DISK, STAMPED 4LV3 1999, SET IN BEDROCK,
 AJ3622'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3622'STATION TIES - FURTHEST TO CLOSEST
 AJ3622'2.8 MI (4.5 KM) - SOUTH OF US 60
 AJ3622'0.9 MI (1.4 KM) - SOUTH OF FORK IN THE ROAD
 AJ3622'15 FT (4.6 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3622'12 FT (3.7 M) - SOUTHWEST OF SAGUARO CACTUS ON THE WEST SIDE OF DIRT
 AJ3622'ROAD
 AJ3622'10 FT (3.0 M) - EAST OF AN OCOTILLO CACTUS
 AJ3622'6 FT (1.8 M) - WEST OF CARSONITE WITNESS POST
 AJ3622'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3622'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3895 ***********************************************************************
 AJ3895  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3895  DESIGNATION -  4MB2
 AJ3895  PID         -  AJ3895
 AJ3895  STATE/COUNTY-  AZ/MARICOPA
 AJ3895  USGS QUAD   -  GOVERNORS PEAK (1978)
 AJ3895
 AJ3895                         *CURRENT SURVEY CONTROL
 AJ3895  ___________________________________________________________________
 AJ3895* NAD 83(1992)-  33 53 18.37107(N)    112 20 08.10575(W)     ADJUSTED  
 AJ3895* NAVD 88     -       577.77   (meters)    1895.6    (feet)  GPS OBS   
 AJ3895  ___________________________________________________________________
 AJ3895  X           -  -2,014,399.739 (meters)                     COMP
 AJ3895  Y           -  -4,902,938.292 (meters)                     COMP
 AJ3895  Z           -   3,536,486.506 (meters)                     COMP
 AJ3895  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AJ3895  ELLIP HEIGHT-         548.51  (meters)          (04/12/01) GPS OBS
 AJ3895  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AJ3895
 AJ3895  HORZ ORDER  -  B
 AJ3895  ELLP ORDER  -  THIRD     CLASS II
 AJ3895
 AJ3895.The horizontal coordinates were established by GPS observations
 AJ3895.and adjusted by the National Geodetic Survey in April 2001..
 AJ3895
 AJ3895.The orthometric height was determined by GPS observations and a
 AJ3895.high-resolution geoid model using precise GPS observation and
 AJ3895.processing techniques.
 AJ3895
 AJ3895.Photographs are available for this station.
 AJ3895
 AJ3895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3895
 AJ3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3895
 AJ3895.The ellipsoidal height was determined by GPS observations
 AJ3895.and is referenced to NAD 83.
 AJ3895
 AJ3895.The geoid height was determined by GEOID03.
 AJ3895
 AJ3895;                    North         East     Units Scale Factor Converg.
 AJ3895;SPC AZ C     -   320,359.284   174,611.548   MT  0.99991850   -0 14 00.9
 AJ3895;SPC AZ C     - 1,051,047.52    572,872.53   iFT  0.99991850   -0 14 00.9
 AJ3895;UTM  12      - 3,750,588.836   376,496.354   MT  0.99978803   -0 44 41.2
 AJ3895
 AJ3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3895!SPC AZ C     -   0.99991390  x   0.99991850  =   0.99983241
 AJ3895!UTM  12      -   0.99991390  x   0.99978803  =   0.99970195
 AJ3895
 AJ3895                          SUPERSEDED SURVEY CONTROL
 AJ3895
 AJ3895.No superseded survey control is available for this station.
 AJ3895
 AJ3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7649650589(NAD 83)
 AJ3895_MARKER: I = METAL ROD
 AJ3895_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3895+WITH SETTING: INFORMATION.
 AJ3895_STAMPING: 4MB2 11/99
 AJ3895_MARK LOGO: MCDOT 
 AJ3895_PROJECTION: FLUSH
 AJ3895_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3895+STABILITY: POSITION/ELEVATION WELL
 AJ3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3895+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3895_ROD/PIPE-DEPTH:  2.4 meters
 AJ3895_SLEEVE-DEPTH  :  0.8 meters
 AJ3895
 AJ3895  HISTORY     - Date     Condition        Report By
 AJ3895  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3895
 AJ3895                          STATION DESCRIPTION
 AJ3895
 AJ3895'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3895'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST-SOUTHWEST OF THE
 AJ3895'TOWN OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 WEST, SECTION 2
 AJ3895'OWNERSHIP - BLM
 AJ3895'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3895'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 11.4 MI (18.3
 AJ3895'KM) TO THE INTERSECTION OF CASTLE HOT SPRINGS ROAD AND CAREFREE
 AJ3895'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO CASTLE HOT SPRINGS ROAD AND
 AJ3895'DRIVE NORTHERLY 4.2 MI (6.8 KM) TO A DIRT ROAD ON THE LEFT, THENCE
 AJ3895'TURN LEFT (WEST) ONTO THE DIRT ROAD AND DRIVE NORTHWESTERLY 0.1 MI
 AJ3895'(0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE
 AJ3895'DRIVING SOUTHWESTERLY ON THE DIRT ROAD 0.55 MI (0.89 KM) TO WEST SIDE
 AJ3895'OF A WASH, THENCE DRIVE WESTERLY OUT OF THE WASH 180 FT (54.9 M) TO
 AJ3895'THE STATION 70 FT (21.3 M) RIGHT (NORTH) OF CENTERLINE OF DIRT ROAD
 AJ3895'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3895'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3895'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3895'COVER STAMPED 4MB2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3895'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3895'STATION TIES -
 AJ3895'70.0 FT (21.3 M) NORTH OF THE CENTERLINE OF A DIRT ROAD
 AJ3895'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3895'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3894 ***********************************************************************
 AJ3894  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3894  DESIGNATION -  4MF2
 AJ3894  PID         -  AJ3894
 AJ3894  STATE/COUNTY-  AZ/MARICOPA
 AJ3894  USGS QUAD   -  RED PICACHO (1978)
 AJ3894
 AJ3894                         *CURRENT SURVEY CONTROL
 AJ3894  ___________________________________________________________________
 AJ3894* NAD 83(1992)-  33 53 57.42546(N)    112 33 59.64705(W)     ADJUSTED  
 AJ3894* NAVD 88     -       724.95   (meters)    2378.4    (feet)  GPS OBS   
 AJ3894  ___________________________________________________________________
 AJ3894  X           -  -2,033,938.416 (meters)                     COMP
 AJ3894  Y           -  -4,894,270.483 (meters)                     COMP
 AJ3894  Z           -   3,537,567.384 (meters)                     COMP
 AJ3894  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AJ3894  ELLIP HEIGHT-         695.45  (meters)          (04/12/01) GPS OBS
 AJ3894  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3894
 AJ3894  HORZ ORDER  -  B
 AJ3894  ELLP ORDER  -  THIRD     CLASS II
 AJ3894
 AJ3894.The horizontal coordinates were established by GPS observations
 AJ3894.and adjusted by the National Geodetic Survey in April 2001..
 AJ3894
 AJ3894.The orthometric height was determined by GPS observations and a
 AJ3894.high-resolution geoid model using precise GPS observation and
 AJ3894.processing techniques.
 AJ3894
 AJ3894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3894
 AJ3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3894
 AJ3894.The ellipsoidal height was determined by GPS observations
 AJ3894.and is referenced to NAD 83.
 AJ3894
 AJ3894.The geoid height was determined by GEOID03.
 AJ3894
 AJ3894;                    North         East     Units Scale Factor Converg.
 AJ3894;SPC AZ C     -   321,673.625   153,253.700   MT  0.99994452   -0 21 44.9
 AJ3894;SPC AZ C     - 1,055,359.66    502,800.85   iFT  0.99994452   -0 21 44.9
 AJ3894;UTM  12      - 3,752,093.554   355,153.394   MT  0.99985864   -0 52 26.0
 AJ3894
 AJ3894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3894!SPC AZ C     -   0.99989084  x   0.99994452  =   0.99983536
 AJ3894!UTM  12      -   0.99989084  x   0.99985864  =   0.99974949
 AJ3894
 AJ3894                          SUPERSEDED SURVEY CONTROL
 AJ3894
 AJ3894.No superseded survey control is available for this station.
 AJ3894
 AJ3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5515352094(NAD 83)
 AJ3894_MARKER: I = METAL ROD
 AJ3894_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3894+WITH SETTING: INFORMATION.
 AJ3894_STAMPING: 4/M/F/2 11/99
 AJ3894_MARK LOGO: MCDOT 
 AJ3894_PROJECTION: FLUSH
 AJ3894_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3894+STABILITY: POSITION/ELEVATION WELL
 AJ3894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3894+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AJ3894_ROD/PIPE-DEPTH:  1.8 meters
 AJ3894_SLEEVE-DEPTH  :  0.8 meters
 AJ3894
 AJ3894  HISTORY     - Date     Condition        Report By
 AJ3894  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3894  HISTORY     - 20040630 GOOD             EVANS
 AJ3894
 AJ3894                          STATION DESCRIPTION
 AJ3894
 AJ3894'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3894'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF THE TOWN
 AJ3894'OF WICKENBURG, TOWNSHIP 7 NORTH, RANGE 3 WEST, SECTION 3
 AJ3894'OWNERSHIP - STATE LAND
 AJ3894'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND CASTLE
 AJ3894'HOT SPRINGS ROAD, DRIVE NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 2.0
 AJ3894'MI (3.2 KM) TO THE END OF PAVEMENT, THENCE CONTINUE DRIVING
 AJ3894'NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 0.6 MI (1.0 KM) TO A Y IN THE
 AJ3894'ROAD, THENCE STAY TO THE RIGHT AT THE Y AND CONTINUE DRIVING
 AJ3894'NORTHEASTERLY 1.4 MI (2.3 KM) TO THE STATION 25 FT (7.6 M) RIGHT OF
 AJ3894'THE SOUTHEAST EDGE OF ROAD
 AJ3894'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6 FT (1.8 M)
 AJ3894'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3894'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER
 AJ3894'STAMPED 4/M/F/2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3894'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3894'STATION TIES -
 AJ3894'25 FT (7.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE DIRT ROAD
 AJ3894'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3894'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3894
 AJ3894                          STATION RECOVERY (2004)
 AJ3894
 AJ3894'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3893 ***********************************************************************
 AJ3893  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3893  DESIGNATION -  4MG2
 AJ3893  PID         -  AJ3893
 AJ3893  STATE/COUNTY-  AZ/MARICOPA
 AJ3893  USGS QUAD   -  RED PICACHO (1978)
 AJ3893
 AJ3893                         *CURRENT SURVEY CONTROL
 AJ3893  ___________________________________________________________________
 AJ3893* NAD 83(1992)-  33 55 40.72797(N)    112 36 30.46312(W)     ADJUSTED  
 AJ3893* NAVD 88     -       751.16   (meters)    2464.4    (feet)  GPS OBS   
 AJ3893  ___________________________________________________________________
 AJ3893  X           -  -2,036,842.042 (meters)                     COMP
 AJ3893  Y           -  -4,891,162.518 (meters)                     COMP
 AJ3893  Z           -   3,540,223.727 (meters)                     COMP
 AJ3893  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AJ3893  ELLIP HEIGHT-         721.68  (meters)          (04/12/01) GPS OBS
 AJ3893  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AJ3893
 AJ3893  HORZ ORDER  -  B
 AJ3893  ELLP ORDER  -  THIRD     CLASS II
 AJ3893
 AJ3893.The horizontal coordinates were established by GPS observations
 AJ3893.and adjusted by the National Geodetic Survey in April 2001..
 AJ3893
 AJ3893.The orthometric height was determined by GPS observations and a
 AJ3893.high-resolution geoid model using precise GPS observation and
 AJ3893.processing techniques.
 AJ3893
 AJ3893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3893
 AJ3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3893
 AJ3893.The ellipsoidal height was determined by GPS observations
 AJ3893.and is referenced to NAD 83.
 AJ3893
 AJ3893.The geoid height was determined by GEOID03.
 AJ3893
 AJ3893;                    North         East     Units Scale Factor Converg.
 AJ3893;SPC AZ C     -   324,881.587   149,400.557   MT  0.99995041   -0 23 10.1
 AJ3893;SPC AZ C     - 1,065,884.47    490,159.31   iFT  0.99995041   -0 23 10.1
 AJ3893;UTM  12      - 3,755,335.527   351,329.362   MT  0.99987248   -0 53 52.5
 AJ3893
 AJ3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3893!SPC AZ C     -   0.99988672  x   0.99995041  =   0.99983714
 AJ3893!UTM  12      -   0.99988672  x   0.99987248  =   0.99975921
 AJ3893
 AJ3893                          SUPERSEDED SURVEY CONTROL
 AJ3893
 AJ3893.No superseded survey control is available for this station.
 AJ3893
 AJ3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5132955336(NAD 83)
 AJ3893_MARKER: I = METAL ROD
 AJ3893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3893_STAMPING: 4MG2 11/99
 AJ3893_MARK LOGO: MCDOT 
 AJ3893_PROJECTION: FLUSH
 AJ3893_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3893+STABILITY: POSITION/ELEVATION WELL
 AJ3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3893+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AJ3893_ROD/PIPE-DEPTH:  3.7 meters
 AJ3893_SLEEVE-DEPTH  :  0.8 meters
 AJ3893
 AJ3893  HISTORY     - Date     Condition        Report By
 AJ3893  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3893  HISTORY     - 20040707 GOOD             EVANS
 AJ3893
 AJ3893                          STATION DESCRIPTION
 AJ3893
 AJ3893'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3893'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF THE TOWN OF
 AJ3893'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 3 WEST, SECTION 30
 AJ3893'OWNERSHIP - BLM
 AJ3893'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND CASTLE
 AJ3893'HOT SPRINGS ROAD, DRIVE NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 2.0
 AJ3893'MI (3.2 KM) TO THE END OF PAVEMENT, THENCE CONTINUE DRIVING
 AJ3893'NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 0.6 MI (1.0 KM) TO A Y IN THE
 AJ3893'ROAD, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3893'NORTHWESTERLY 0.9 MI (1.4 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO
 AJ3893'THE LEFT AT THE Y AND CONTINUE DRIVING NORTHWESTERLY 0.6 MI (1.0 KM)
 AJ3893'TO THE INTERSECTION OF A DIRT ROAD, THENCE CONTINUE DRIVING
 AJ3893'NORTHWESTERLY ACROSS THE ROAD 2.4 MI (3.9 KM) TO A JEEP TRAIL ON THE
 AJ3893'RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE JEEP TRAIL AND DRIVE 500 FT
 AJ3893'(152.4 M) TO THE STATION 10 FT (3.0 M) RIGHT (EAST) OF THE EDGE OF
 AJ3893'ROAD AT THE TOP OF A HILL
 AJ3893'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12 FT (3.7 M)
 AJ3893'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3893'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER
 AJ3893'STAMPED 4MG2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3893'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3893'STATION TIES -
 AJ3893'500 FT (152.4 M) NORTH OF A DIRT ROAD
 AJ3893'10 FT (3.0 M) EAST OF A JEEP TRAIL
 AJ3893'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3893'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3893
 AJ3893                          STATION RECOVERY (2004)
 AJ3893
 AJ3893'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3892 ***********************************************************************
 AJ3892  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3892  DESIGNATION -  4MH2
 AJ3892  PID         -  AJ3892
 AJ3892  STATE/COUNTY-  AZ/MARICOPA
 AJ3892  USGS QUAD   -  WICKENBURG (1978)
 AJ3892
 AJ3892                         *CURRENT SURVEY CONTROL
 AJ3892  ___________________________________________________________________
 AJ3892* NAD 83(1992)-  33 53 51.51167(N)    112 40 04.55112(W)     ADJUSTED  
 AJ3892* NAVD 88     -       579.09   (meters)    1899.9    (feet)  GPS OBS   
 AJ3892  ___________________________________________________________________
 AJ3892  X           -  -2,042,586.156 (meters)                     COMP
 AJ3892  Y           -  -4,890,646.497 (meters)                     COMP
 AJ3892  Z           -   3,537,334.673 (meters)                     COMP
 AJ3892  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AJ3892  ELLIP HEIGHT-         549.40  (meters)          (04/12/01) GPS OBS
 AJ3892  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3892
 AJ3892  HORZ ORDER  -  B
 AJ3892  ELLP ORDER  -  THIRD     CLASS II
 AJ3892
 AJ3892.The horizontal coordinates were established by GPS observations
 AJ3892.and adjusted by the National Geodetic Survey in April 2001..
 AJ3892
 AJ3892.The orthometric height was determined by GPS observations and a
 AJ3892.high-resolution geoid model using precise GPS observation and
 AJ3892.processing techniques.
 AJ3892
 AJ3892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3892
 AJ3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3892
 AJ3892.The ellipsoidal height was determined by GPS observations
 AJ3892.and is referenced to NAD 83.
 AJ3892
 AJ3892.The geoid height was determined by GEOID03.
 AJ3892
 AJ3892;                    North         East     Units Scale Factor Converg.
 AJ3892;SPC AZ C     -   321,555.362   143,877.671   MT  0.99995950   -0 25 08.4
 AJ3892;SPC AZ C     - 1,054,971.66    472,039.60   iFT  0.99995950   -0 25 08.4
 AJ3892;UTM  12      - 3,752,058.984   345,777.397   MT  0.99989321   -0 55 49.5
 AJ3892
 AJ3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3892!SPC AZ C     -   0.99991376  x   0.99995950  =   0.99987326
 AJ3892!UTM  12      -   0.99991376  x   0.99989321  =   0.99980698
 AJ3892
 AJ3892                          SUPERSEDED SURVEY CONTROL
 AJ3892
 AJ3892.No superseded survey control is available for this station.
 AJ3892
 AJ3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4577752059(NAD 83)
 AJ3892_MARKER: DD = SURVEY DISK
 AJ3892_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AJ3892_STAMPING: 4MH2
 AJ3892_MARK LOGO: MCDOT 
 AJ3892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3892+STABILITY: SURFACE MOTION
 AJ3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3892+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3892
 AJ3892  HISTORY     - Date     Condition        Report By
 AJ3892  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3892
 AJ3892                          STATION DESCRIPTION
 AJ3892
 AJ3892'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3892'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3892'WICKENBURG, TOWNSHIP 6 NORTH, RANGE 3 WEST, SECTION 3
 AJ3892'OWNERSHIP - PRIVATE
 AJ3892'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3892'DRIVE NORTHWEST ON US 60 3.2 MI (5.1 KM) TO MILEPOST 117, THENCE
 AJ3892'CONTINUE DRIVING NORTHWEST ON US 60 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3892'THE RIGHT (NORTH) SIDE
 AJ3892'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3892'DISK, STAMPED 4MH2, SET IN A ROCK OUTCROP
 AJ3892'STATION TIES -
 AJ3892'75 FT (22.9 M) SOUTHEAST OF AN ASPHALT DRIVE
 AJ3892'125 FT (38.1 M) NORTHWEST OF MILEPOST 117
 AJ3892'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3892'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3898 ***********************************************************************
 AJ3898  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3898  DESIGNATION -  4MI2
 AJ3898  PID         -  AJ3898
 AJ3898  STATE/COUNTY-  AZ/MARICOPA
 AJ3898  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3898
 AJ3898                         *CURRENT SURVEY CONTROL
 AJ3898  ___________________________________________________________________
 AJ3898* NAD 83(1992)-  33 54 36.16187(N)    112 45 13.75479(W)     ADJUSTED  
 AJ3898* NAVD 88     -       754.88   (meters)    2476.6    (feet)  GPS OBS   
 AJ3898  ___________________________________________________________________
 AJ3898  X           -  -2,049,674.828 (meters)                     COMP
 AJ3898  Y           -  -4,887,005.831 (meters)                     COMP
 AJ3898  Z           -   3,538,574.648 (meters)                     COMP
 AJ3898  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3898  ELLIP HEIGHT-         725.16  (meters)          (04/12/01) GPS OBS
 AJ3898  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3898
 AJ3898  HORZ ORDER  -  B
 AJ3898  ELLP ORDER  -  THIRD     CLASS II
 AJ3898
 AJ3898.The horizontal coordinates were established by GPS observations
 AJ3898.and adjusted by the National Geodetic Survey in April 2001..
 AJ3898
 AJ3898.The orthometric height was determined by GPS observations and a
 AJ3898.high-resolution geoid model using precise GPS observation and
 AJ3898.processing techniques.
 AJ3898
 AJ3898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3898
 AJ3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3898
 AJ3898.The ellipsoidal height was determined by GPS observations
 AJ3898.and is referenced to NAD 83.
 AJ3898
 AJ3898.The geoid height was determined by GEOID03.
 AJ3898
 AJ3898;                    North         East     Units Scale Factor Converg.
 AJ3898;SPC AZ C     -   322,992.427   135,944.961   MT  0.99997386   -0 28 01.4
 AJ3898;SPC AZ C     - 1,059,686.44    446,013.65   iFT  0.99997386   -0 28 01.4
 AJ3898;UTM  12      - 3,753,566.721   337,858.292   MT  0.99992410   -0 58 43.2
 AJ3898
 AJ3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3898!SPC AZ C     -   0.99988617  x   0.99997386  =   0.99986004
 AJ3898!UTM  12      -   0.99988617  x   0.99992410  =   0.99981028
 AJ3898
 AJ3898                          SUPERSEDED SURVEY CONTROL
 AJ3898
 AJ3898.No superseded survey control is available for this station.
 AJ3898
 AJ3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3785853567(NAD 83)
 AJ3898_MARKER: I = METAL ROD
 AJ3898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3898_STAMPING: 4MI2 2/00
 AJ3898_MARK LOGO: MCDOT 
 AJ3898_PROJECTION: FLUSH
 AJ3898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3898+STABILITY: POSITION/ELEVATION WELL
 AJ3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3898+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AJ3898_ROD/PIPE-DEPTH:  3.0 meters
 AJ3898_SLEEVE-DEPTH  :  0.8 meters
 AJ3898
 AJ3898  HISTORY     - Date     Condition        Report By
 AJ3898  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3898  HISTORY     - 20040625 GOOD             EVANS
 AJ3898
 AJ3898                          STATION DESCRIPTION
 AJ3898
 AJ3898'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3898'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE
 AJ3898'TOWN OF WICKENBURG, TOWNSHIP 7 NORTH, RANGE 5 WEST, SECTION 35
 AJ3898'OWNERSHIP - STATE LAND
 AJ3898'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3898'DRIVE SOUTHWEST ON VULTURE MINE ROAD 3.6 MI (5.8 KM) TO VULTURE PEAK
 AJ3898'ROAD ON THE LEFT (SOUTHEAST) BEING 0.4 MI (0.6 KM) SOUTHWEST OF
 AJ3898'MILEPOST 33, THENCE TURN LEFT (SOUTHEAST) ONTO VULTURE PEAK ROAD AND
 AJ3898'DRIVE 0.8 MI (1.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AT
 AJ3898'THE Y AND CONTINUE DRIVING SOUTHEASTERLY 0.4 MI (0.6 KM) TO A Y IN THE
 AJ3898'ROAD, THENCE STAY TO THE LEFT AT THE Y AND DRIVE NORTHEASTERLY 0.2 MI
 AJ3898'(0.3 KM) TO A CATTLE GUARD, THENCE CROSS THE CATTLE GUARD AND DRIVE
 AJ3898'SOUTHEASTERLY 0.8 MI (1.3 KM) TO A Y IN THE ROAD JUST PAST A WATER
 AJ3898'TANK, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3898'NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A REVERSE Y IN THE ROAD (DO NOT
 AJ3898'TAKE), THENCE CONTINUE FORWARD (NORTHEASTERLY) 0.2 MI (0.3 KM) TO A Y
 AJ3898'IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3898'NORTHERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT
 AJ3898'AT THE Y AND CONTINUE DRIVING NORTHEASTERLY 0.8 MI (1.3 KM) TO A DIRT
 AJ3898'ROAD ON THE LEFT (NORTHWEST) SIDE OF THE ROAD (DO NOT TAKE THAT ROAD),
 AJ3898'THENCE CONTINUE STRAIGHT (NORTHEASTERLY) FOR 1.0 MI (1.6 KM) (THE ROAD
 AJ3898'WILL JOG TO THE EAST- SOUTHEASTERLY-EASTERLY- THEN NORTHEASTERLY
 AJ3898'AGAIN) TO THE STATION 175 FT (53.3 M) LEFT (NORTHWEST) OF CENTERLINE
 AJ3898'OF DIRT ROAD AND UP THE HILL
 AJ3898'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0
 AJ3898'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3898'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3898'COVER STAMPED 4MI2 2/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3898'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3898'STATION TIES -
 AJ3898'175 FT (53.3 M) NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3898'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3898'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3898
 AJ3898                          STATION RECOVERY (2004)
 AJ3898
 AJ3898'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3623 ***********************************************************************
 AJ3623  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3623  DESIGNATION -  4MK6
 AJ3623  PID         -  AJ3623
 AJ3623  STATE/COUNTY-  AZ/MARICOPA
 AJ3623  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3623
 AJ3623                         *CURRENT SURVEY CONTROL
 AJ3623  ___________________________________________________________________
 AJ3623* NAD 83(1992)-  33 53 21.54218(N)    112 49 13.17558(W)     ADJUSTED  
 AJ3623* NAVD 88     -       809.83   (meters)    2656.9    (feet)  GPS OBS   
 AJ3623  ___________________________________________________________________
 AJ3623  X           -  -2,055,861.074 (meters)                     COMP
 AJ3623  Y           -  -4,885,847.460 (meters)                     COMP
 AJ3623  Z           -   3,536,696.720 (meters)                     COMP
 AJ3623  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3623  ELLIP HEIGHT-         780.04  (meters)          (04/12/01) GPS OBS
 AJ3623  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AJ3623
 AJ3623  HORZ ORDER  -  B
 AJ3623  ELLP ORDER  -  THIRD     CLASS II
 AJ3623
 AJ3623.The horizontal coordinates were established by GPS observations
 AJ3623.and adjusted by the National Geodetic Survey in April 2001..
 AJ3623
 AJ3623.The orthometric height was determined by GPS observations and a
 AJ3623.high-resolution geoid model using precise GPS observation and
 AJ3623.processing techniques.
 AJ3623
 AJ3623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3623
 AJ3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3623
 AJ3623.The ellipsoidal height was determined by GPS observations
 AJ3623.and is referenced to NAD 83.
 AJ3623
 AJ3623.The geoid height was determined by GEOID03.
 AJ3623
 AJ3623;                    North         East     Units Scale Factor Converg.
 AJ3623;SPC AZ C     -   320,745.549   129,774.490   MT  0.99998610   -0 30 14.0
 AJ3623;SPC AZ C     - 1,052,314.79    425,769.32   iFT  0.99998610   -0 30 14.0
 AJ3623;UTM  12      - 3,751,375.109   331,668.277   MT  0.99994932   -1 00 54.8
 AJ3623
 AJ3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3623!SPC AZ C     -   0.99987756  x   0.99998610  =   0.99986366
 AJ3623!UTM  12      -   0.99987756  x   0.99994932  =   0.99982689
 AJ3623
 AJ3623                          SUPERSEDED SURVEY CONTROL
 AJ3623
 AJ3623.No superseded survey control is available for this station.
 AJ3623
 AJ3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3166851375(NAD 83)
 AJ3623_MARKER: I = METAL ROD
 AJ3623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3623+WITH SETTING: INFORMATION.
 AJ3623_STAMPING: 4MK6 1999
 AJ3623_MARK LOGO: MCDOT 
 AJ3623_PROJECTION: FLUSH
 AJ3623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3623+STABILITY: POSITION/ELEVATION WELL
 AJ3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3623+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3623_ROD/PIPE-DEPTH:  1.2 meters
 AJ3623_SLEEVE-DEPTH  :  0.8 meters
 AJ3623
 AJ3623  HISTORY     - Date     Condition        Report By
 AJ3623  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3623
 AJ3623                          STATION DESCRIPTION
 AJ3623
 AJ3623'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3623'THE STATION IS LOCATED ABOUT 26.05 MI (41.92 KM) SOUTHWEST OF THE CITY
 AJ3623'OF WICKENBURG TOWNSHIP 06 NORTH, RANGE 05 WEST, SECTION 06
 AJ3623'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3623'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 2.5 MI
 AJ3623'(4.0 KM) TO VULTURE MINE ROAD (0.3 MI WEST OF MILE POST 108 AND 0.7 MI
 AJ3623'(1.1 KM) EAST OF MILE POST 107) , THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3623'VULTURE MINE ROAD AND DRIVE 6.25 MI (10.06 KM) TO TWO (2) DIRT ROADS
 AJ3623'ON THE WEST SIDE OF VULTURE MINE ROAD, THENCE TURN RIGHT
 AJ3623'(NORTHWESTERLY) ON TO THE SOUTHERLY DIRT ROAD AND DRIVE 0.2 MI (0.3
 AJ3623'KM) PARKING VEHICLE AND HIKING UP A SMALL HILL AND TO THE STATION AS
 AJ3623'DESCRIBED
 AJ3623'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3623'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3623'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3623'WITH A COUNTY LOGO ACCESS COVER STAMPED 4MK6 1999, SURROUNDED WITH A
 AJ3623'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3623'MARKER
 AJ3623'STATION TIES - FURTHEST TO CLOSEST
 AJ3623'6.45 MI (10.38 KM) - SOUTHWEST OF US 60
 AJ3623'0.2 MI (0.3 KM) - WEST OF VULTURE MINE ROAD
 AJ3623'100 FT (30.5 M) - SOUTHWEST OF DIRT ROAD ON TOP OF SMALL HILL
 AJ3623'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3623'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3623'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3624 ***********************************************************************
 AJ3624  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3624  DESIGNATION -  4MM1
 AJ3624  PID         -  AJ3624
 AJ3624  STATE/COUNTY-  AZ/MARICOPA
 AJ3624  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3624
 AJ3624                         *CURRENT SURVEY CONTROL
 AJ3624  ___________________________________________________________________
 AJ3624* NAD 83(1992)-  33 54 18.90959(N)    112 55 46.97011(W)     ADJUSTED  
 AJ3624* NAVD 88     -       831.14   (meters)    2726.8    (feet)  GPS OBS   
 AJ3624  ___________________________________________________________________
 AJ3624  X           -  -2,064,808.016 (meters)                     COMP
 AJ3624  Y           -  -4,881,021.861 (meters)                     COMP
 AJ3624  Z           -   3,538,175.932 (meters)                     COMP
 AJ3624  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3624  ELLIP HEIGHT-         801.35  (meters)          (04/12/01) GPS OBS
 AJ3624  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AJ3624
 AJ3624  HORZ ORDER  -  B
 AJ3624  ELLP ORDER  -  THIRD     CLASS II
 AJ3624
 AJ3624.The horizontal coordinates were established by GPS observations
 AJ3624.and adjusted by the National Geodetic Survey in April 2001..
 AJ3624
 AJ3624.The orthometric height was determined by GPS observations and a
 AJ3624.high-resolution geoid model using precise GPS observation and
 AJ3624.processing techniques.
 AJ3624
 AJ3624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3624
 AJ3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3624
 AJ3624.The ellipsoidal height was determined by GPS observations
 AJ3624.and is referenced to NAD 83.
 AJ3624
 AJ3624.The geoid height was determined by GEOID03.
 AJ3624
 AJ3624;                    North         East     Units Scale Factor Converg.
 AJ3624;SPC AZ C     -   322,607.417   119,673.575   MT  1.00000817   -0 33 54.5
 AJ3624;SPC AZ C     - 1,058,423.28    392,629.84   iFT  1.00000817   -0 33 54.5
 AJ3624;UTM  12      - 3,753,327.017   321,584.650   MT  0.99999242   -1 04 36.2
 AJ3624
 AJ3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3624!SPC AZ C     -   0.99987422  x   1.00000817  =   0.99988238
 AJ3624!UTM  12      -   0.99987422  x   0.99999242  =   0.99986664
 AJ3624
 AJ3624                          SUPERSEDED SURVEY CONTROL
 AJ3624
 AJ3624.No superseded survey control is available for this station.
 AJ3624
 AJ3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2158553327(NAD 83)
 AJ3624_MARKER: I = METAL ROD
 AJ3624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3624+WITH SETTING: INFORMATION.
 AJ3624_STAMPING: 4MM1 1999
 AJ3624_MARK LOGO: MCDOT 
 AJ3624_PROJECTION: FLUSH
 AJ3624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3624+STABILITY: POSITION/ELEVATION WELL
 AJ3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3624+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3624_ROD/PIPE-DEPTH:  1.2 meters
 AJ3624_SLEEVE-DEPTH  :  0.8 meters
 AJ3624
 AJ3624  HISTORY     - Date     Condition        Report By
 AJ3624  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3624
 AJ3624                          STATION DESCRIPTION
 AJ3624
 AJ3624'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3624'THE STATION IS LOCATED ABOUT 35.5 MI (57.1 KM) WEST OF THE CITY OF
 AJ3624'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 31
 AJ3624'OWNERSHIP - STATE TRUST LAND
 AJ3624'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 12.1
 AJ3624'MI (19.5 KM) WEST ON US 60 TO A DIRT ROAD ON THE SOUTH SIDE OF US 60,
 AJ3624'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (0.1 MI WEST OF MILE POST 98
 AJ3624'AND 0.9 MI (1.4 KM) EAST OF MILE POST 97) AND PROCEED THROUGH UNLOCKED
 AJ3624'GATE IN RIGHT OF WAY FENCE DRIVING 1.0 MI (1.6 KM) TO A FORK IN ROAD,
 AJ3624'THENCE BEAR LEFT AT FORK AND DRIVE 1.75 MI (2.82 KM) AND TO THE
 AJ3624'STATION AS DESCRIBED
 AJ3624'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3624'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3624'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3624'WITH A COUNTY LOGO ACCESS COVER STAMPED 4MM1 1999, SURROUNDED WITH A
 AJ3624'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3624'MARKER
 AJ3624'STATION TIES - FURTHEST TO CLOSEST
 AJ3624'35.5 MI (57.1 KM) - WEST OF WICKENBURG
 AJ3624'12.1 MI (19.5 KM) - WEST OF JUNCTION FOR US 93
 AJ3624'2.75 MI (4.43 KM) - SOUTH OF US 60
 AJ3624'1.0 MI (1.6 KM) - SOUTH OF FORK IN DIRT ROAD
 AJ3624'30 FT (9.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3624'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3624'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3624'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3625 ***********************************************************************
 AJ3625  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3625  DESIGNATION -  4MO2
 AJ3625  PID         -  AJ3625
 AJ3625  STATE/COUNTY-  AZ/MARICOPA
 AJ3625  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3625
 AJ3625                         *CURRENT SURVEY CONTROL
 AJ3625  ___________________________________________________________________
 AJ3625* NAD 83(1992)-  33 53 58.61649(N)    113 02 38.09734(W)     ADJUSTED  
 AJ3625* NAVD 88     -       727.91   (meters)    2388.2    (feet)  GPS OBS   
 AJ3625  ___________________________________________________________________
 AJ3625  X           -  -2,074,635.708 (meters)                     COMP
 AJ3625  Y           -  -4,877,138.590 (meters)                     COMP
 AJ3625  Z           -   3,537,599.246 (meters)                     COMP
 AJ3625  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AJ3625  ELLIP HEIGHT-         697.96  (meters)          (04/12/01) GPS OBS
 AJ3625  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AJ3625
 AJ3625  HORZ ORDER  -  B
 AJ3625  ELLP ORDER  -  THIRD     CLASS II
 AJ3625
 AJ3625.The horizontal coordinates were established by GPS observations
 AJ3625.and adjusted by the National Geodetic Survey in April 2001..
 AJ3625
 AJ3625.The orthometric height was determined by GPS observations and a
 AJ3625.high-resolution geoid model using precise GPS observation and
 AJ3625.processing techniques.
 AJ3625
 AJ3625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3625
 AJ3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3625
 AJ3625.The ellipsoidal height was determined by GPS observations
 AJ3625.and is referenced to NAD 83.
 AJ3625
 AJ3625.The geoid height was determined by GEOID03.
 AJ3625
 AJ3625;                    North         East     Units Scale Factor Converg.
 AJ3625;SPC AZ C     -   322,092.232   109,104.840   MT  1.00003395   -0 37 43.6
 AJ3625;SPC AZ C     - 1,056,733.04    357,955.51   iFT  1.00003395   -0 37 43.6
 AJ3625;UTM  12      - 3,752,906.215   311,011.785   MT  1.00004031   -1 08 25.1
 AJ3625
 AJ3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3625!SPC AZ C     -   0.99989044  x   1.00003395  =   0.99992439
 AJ3625!UTM  12      -   0.99989044  x   1.00004031  =   0.99993075
 AJ3625
 AJ3625                          SUPERSEDED SURVEY CONTROL
 AJ3625
 AJ3625.No superseded survey control is available for this station.
 AJ3625
 AJ3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1101252906(NAD 83)
 AJ3625_MARKER: I = METAL ROD
 AJ3625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3625_STAMPING: 4MO2 1999
 AJ3625_MARK LOGO: MCDOT 
 AJ3625_PROJECTION: FLUSH
 AJ3625_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3625+STABILITY: POSITION/ELEVATION WELL
 AJ3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3625+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3625_ROD/PIPE-DEPTH:  4.0 meters
 AJ3625_SLEEVE-DEPTH  :  0.8 meters
 AJ3625
 AJ3625  HISTORY     - Date     Condition        Report By
 AJ3625  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3625
 AJ3625                          STATION DESCRIPTION
 AJ3625
 AJ3625'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3625'THE STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) WEST OF THE CITY OF
 AJ3625'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 36
 AJ3625'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3625'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE 17.5
 AJ3625'MI (28.2 KM) WEST ON US 60 TO MILE POST 92, THENCE CONTINUE WEST ON US
 AJ3625'60 FOR 0.1 MI (0.2 KM) TO 453RD AVENUE, THENCE TURN LEFT (SOUTH) ON
 AJ3625'453RD AVENUE (LOCATED 0.9 MI (1.4 KM) EAST OF MILE POST 91) ,THENCE
 AJ3625'PROCEED SOUTH THROUGH UNLOCKED GATE IN RIGHT OF WAY FENCE AND DRIVE
 AJ3625'SOUTH FOR 1.5 MI (2.4 KM) PASSING CAMPBELL HILL (1.0 MI WEST OF 453RD
 AJ3625'AVE) AND SEVENMILE PEAK (0.5 MI WEST OF 453RD AVE) TO A FORK IN THE
 AJ3625'ROAD, THENCE BEAR RIGHT AT FORK AND CONTINUE STRAIGHT FOR 0.3 MI (0.45
 AJ3625'KM) TO A DIRT INTERSECTION, THENCE CONTINUE STRAIGHT (SOUTHERLY) ON
 AJ3625'453RD ALIGNMENT FOR 1.3 MI (2.1 KM) TO A BEND IN ROAD AND TO THE
 AJ3625'STATION AS DESCRIBED
 AJ3625'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3625'COMPRESSED ON A 13.2 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3625'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3625'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4MO2 1999, SURROUNDED
 AJ3625'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3625'CARSONITE MARKER
 AJ3625'STATION TIES - FURTHEST TO CLOSEST
 AJ3625'3.1 MI (5.0 KM) - SOUTH OF US 60
 AJ3625'94 FT (28.7 M) - NORTH OF BARBED WIRE FENCE LOCATED 40 FT (12.2 M)
 AJ3625'SOUTH OF BEND OF DIRT ROAD  (SAID FENCE RUNS IN AN EAST-WEST
 AJ3625'DIRECTION)
 AJ3625'30 FT (9.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3625'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3625'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3625'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3626 ***********************************************************************
 AJ3626  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3626  DESIGNATION -  4MQ1
 AJ3626  PID         -  AJ3626
 AJ3626  STATE/COUNTY-  AZ/MARICOPA
 AJ3626  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3626
 AJ3626                         *CURRENT SURVEY CONTROL
 AJ3626  ___________________________________________________________________
 AJ3626* NAD 83(1992)-  33 53 56.57222(N)    113 07 24.06694(W)     ADJUSTED  
 AJ3626* NAVD 88     -       672.16   (meters)    2205.2    (feet)  GPS OBS   
 AJ3626  ___________________________________________________________________
 AJ3626  X           -  -2,081,391.059 (meters)                     COMP
 AJ3626  Y           -  -4,874,247.251 (meters)                     COMP
 AJ3626  Z           -   3,537,515.800 (meters)                     COMP
 AJ3626  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AJ3626  ELLIP HEIGHT-         642.09  (meters)          (04/12/01) GPS OBS
 AJ3626  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AJ3626
 AJ3626  HORZ ORDER  -  B
 AJ3626  ELLP ORDER  -  THIRD     CLASS II
 AJ3626
 AJ3626.The horizontal coordinates were established by GPS observations
 AJ3626.and adjusted by the National Geodetic Survey in April 2001..
 AJ3626
 AJ3626.The orthometric height was determined by GPS observations and a
 AJ3626.high-resolution geoid model using precise GPS observation and
 AJ3626.processing techniques.
 AJ3626
 AJ3626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3626
 AJ3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3626
 AJ3626.The ellipsoidal height was determined by GPS observations
 AJ3626.and is referenced to NAD 83.
 AJ3626
 AJ3626.The geoid height was determined by GEOID03.
 AJ3626
 AJ3626;                    North         East     Units Scale Factor Converg.
 AJ3626;SPC AZ C     -   322,112.720   101,756.955   MT  1.00005350   -0 40 23.1
 AJ3626;SPC AZ C     - 1,056,800.26    333,848.28   iFT  1.00005350   -0 40 23.1
 AJ3626;UTM  12      - 3,752,992.306   303,664.273   MT  1.00007522   -1 11 04.7
 AJ3626
 AJ3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3626!SPC AZ C     -   0.99989921  x   1.00005350  =   0.99995271
 AJ3626!UTM  12      -   0.99989921  x   1.00007522  =   0.99997442
 AJ3626
 AJ3626                          SUPERSEDED SURVEY CONTROL
 AJ3626
 AJ3626.No superseded survey control is available for this station.
 AJ3626
 AJ3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0366452992(NAD 83)
 AJ3626_MARKER: I = METAL ROD
 AJ3626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3626_STAMPING: 4MQ1 1999
 AJ3626_MARK LOGO: MCDOT 
 AJ3626_PROJECTION: FLUSH
 AJ3626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3626+STABILITY: POSITION/ELEVATION WELL
 AJ3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3626+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3626_ROD/PIPE-DEPTH:  6.2 meters
 AJ3626_SLEEVE-DEPTH  :  0.8 meters
 AJ3626
 AJ3626  HISTORY     - Date     Condition        Report By
 AJ3626  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3626
 AJ3626                          STATION DESCRIPTION
 AJ3626
 AJ3626'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3626'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) WEST OF THE CITY OF
 AJ3626'WICKENBURG TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 05
 AJ3626'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3626'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 22.0
 AJ3626'MI (35.4 KM) WEST ON US 60 TO 491ST AVENUE (0.1 MI EAST OF MILE POST
 AJ3626'87) , THENCE TURN LEFT (SOUTH) ON TO 491ST AVENUE AND DRIVE 2.9 MI
 AJ3626'(4.7 KM) (PASSING A HOUSE AND FARM BUILDINGS ON THE WEST SIDE OF 491ST
 AJ3626'AVE AT 1.5 MI (2.4 KM) SOUTH OF US 60) TO A BEND IN ROAD, THENCE
 AJ3626'CONTINUE 0.1 MI (0.2 KM) SOUTHEASTERLY AROUND BENDS IN ROAD, THENCE
 AJ3626'THROUGH AN UNLOCKED GATE IN BARBED WIRE FENCE AND TO THE STATION AS
 AJ3626'DESCRIBED
 AJ3626'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3626'COMPRESSED ON A 20.5 FOOT (6.10 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3626'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3626'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4MQ1 1999, SURROUNDED
 AJ3626'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3626'CARSONITE MARKER
 AJ3626'STATION TIES - FURTHEST TO CLOSEST
 AJ3626'3.0 MI (4.8 KM) - SOUTH OF US 60
 AJ3626'108.5 FT (33.1 M) - SOUTH OF BARBED WIRE FENCE W/UNLOCKED GATE
 AJ3626'12.5 FT (3.8 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3626'10 FT (3.0 M) - EAST OF BARBED WIRE FENCE
 AJ3626'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3626'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3626'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3627 ***********************************************************************
 AJ3627  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3627  DESIGNATION -  4MS5
 AJ3627  PID         -  AJ3627
 AJ3627  STATE/COUNTY-  AZ/MARICOPA
 AJ3627  USGS QUAD   -  AGUILA (1990)
 AJ3627
 AJ3627                         *CURRENT SURVEY CONTROL
 AJ3627  ___________________________________________________________________
 AJ3627* NAD 83(1992)-  33 54 05.91457(N)    113 14 45.79964(W)     ADJUSTED  
 AJ3627* NAVD 88     -       786.00   (meters)    2578.7    (feet)  GPS OBS   
 AJ3627  ___________________________________________________________________
 AJ3627  X           -  -2,091,798.779 (meters)                     COMP
 AJ3627  Y           -  -4,869,717.866 (meters)                     COMP
 AJ3627  Z           -   3,537,818.216 (meters)                     COMP
 AJ3627  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3627  ELLIP HEIGHT-         755.89  (meters)          (04/12/01) GPS OBS
 AJ3627  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AJ3627
 AJ3627  HORZ ORDER  -  B
 AJ3627  ELLP ORDER  -  THIRD     CLASS II
 AJ3627
 AJ3627.The horizontal coordinates were established by GPS observations
 AJ3627.and adjusted by the National Geodetic Survey in April 2001..
 AJ3627
 AJ3627.The orthometric height was determined by GPS observations and a
 AJ3627.high-resolution geoid model using precise GPS observation and
 AJ3627.processing techniques.
 AJ3627
 AJ3627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3627
 AJ3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3627
 AJ3627.The ellipsoidal height was determined by GPS observations
 AJ3627.and is referenced to NAD 83.
 AJ3627
 AJ3627.The geoid height was determined by GEOID03.
 AJ3627
 AJ3627;                    North         East     Units Scale Factor Converg.
 AJ3627;SPC AZ C     -   322,540.682    90,411.424   MT  1.00008629   -0 44 29.7
 AJ3627;SPC AZ C     - 1,058,204.34    296,625.41   iFT  1.00008629   -0 44 29.7
 AJ3627;UTM  12      - 3,753,521.573   292,322.635   MT  1.00013171   -1 15 11.6
 AJ3627
 AJ3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3627!SPC AZ C     -   0.99988135  x   1.00008629  =   0.99996763
 AJ3627!UTM  12      -   0.99988135  x   1.00013171  =   1.00001304
 AJ3627
 AJ3627                          SUPERSEDED SURVEY CONTROL
 AJ3627
 AJ3627.No superseded survey control is available for this station.
 AJ3627
 AJ3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9232353522(NAD 83)
 AJ3627_MARKER: I = METAL ROD
 AJ3627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3627+WITH SETTING: INFORMATION.
 AJ3627_STAMPING: 4MS5 1999
 AJ3627_MARK LOGO: MCDOT 
 AJ3627_PROJECTION: FLUSH
 AJ3627_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3627+STABILITY: POSITION/ELEVATION WELL
 AJ3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3627+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3627_ROD/PIPE-DEPTH:  0.8 meters
 AJ3627_SLEEVE-DEPTH  :  0.8 meters
 AJ3627
 AJ3627  HISTORY     - Date     Condition        Report By
 AJ3627  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3627
 AJ3627                          STATION DESCRIPTION
 AJ3627
 AJ3627'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3627'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF THE TOWN OF
 AJ3627'AGUILA TOWNSHIP 07 NORTH, RANGE 10 WEST, SECTION 36
 AJ3627'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3627'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3627'MI (45.1 KM) WEST ON US 60 TO MILE POST 81, THENCE CONTINUE WEST ON US
 AJ3627'60 FOR 0.5 MI (0.8 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF US 60,
 AJ3627'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD PASSING THROUGH AN UNLOCKED
 AJ3627'GATE IN THE BARBED WIRE ROW FENCE AND DRIVE 0.7 MI (1.1 KM) TO A Y
 AJ3627'INTERSECTION, THENCE VEER RIGHT (SOUTHWESTERLY) AT Y AND CONTINUE
 AJ3627'SOUTH ON DIRT ROAD FOR 1.2 MI (1.9 KM) TO AN INTERSECTION OF A DIRT
 AJ3627'ROAD (UNDER THE OVERHEAD ELECTRIC LINES) , THENCE TURN RIGHT (WEST) ON
 AJ3627'TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO BOTTOM OF HILL (2 WHEEL
 AJ3627'DRIVE TRUCKS MUST PARK AT THIS LOCATION AND HIKE 1000 FT (304.8 M) UP
 AJ3627'TO THE TOP OF WESTERN-MOST PEAK) , 4 WHEEL DRIVE TRUCKS CONTINUE 0.1
 AJ3627'MI (0.2 KM) FURTHER WEST TO THE TOP OF SADDLE ON HILL , THENCE HIKE
 AJ3627'500 FT (152.4 M) TO TOP OF MOUNTAIN TO THE NORTH AND TO THE STATION AS
 AJ3627'DESCRIBED
 AJ3627'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3627'COUNTY D.O.T.  BRASS DISK, STAMPED 4MS5 1999, SET IN BEDROCK,
 AJ3627'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3627'STATION TIES - FURTHEST TO CLOSEST
 AJ3627'1.9 MI (3.1 KM) - SOUTHWEST OF US 60
 AJ3627'0.4 MI (0.6 KM) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3627'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3627'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3627'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3896 ***********************************************************************
 AJ3896  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3896  DESIGNATION -  4NA2
 AJ3896  PID         -  AJ3896
 AJ3896  STATE/COUNTY-  AZ/MARICOPA
 AJ3896  USGS QUAD   -  GOVERNORS PEAK (1978)
 AJ3896
 AJ3896                         *CURRENT SURVEY CONTROL
 AJ3896  ___________________________________________________________________
 AJ3896* NAD 83(1992)-  33 55 56.71806(N)    112 19 13.46725(W)     ADJUSTED  
 AJ3896* NAVD 88     -       534.62   (meters)    1754.0    (feet)  GPS OBS   
 AJ3896  ___________________________________________________________________
 AJ3896  X           -  -2,012,053.511 (meters)                     COMP
 AJ3896  Y           -  -4,900,920.504 (meters)                     COMP
 AJ3896  Z           -   3,540,511.865 (meters)                     COMP
 AJ3896  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3896  ELLIP HEIGHT-         505.47  (meters)          (04/12/01) GPS OBS
 AJ3896  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AJ3896
 AJ3896  HORZ ORDER  -  B
 AJ3896  ELLP ORDER  -  THIRD     CLASS II
 AJ3896
 AJ3896.The horizontal coordinates were established by GPS observations
 AJ3896.and adjusted by the National Geodetic Survey in April 2001..
 AJ3896
 AJ3896.The orthometric height was determined by GPS observations and a
 AJ3896.high-resolution geoid model using precise GPS observation and
 AJ3896.processing techniques.
 AJ3896
 AJ3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3896
 AJ3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3896
 AJ3896.The ellipsoidal height was determined by GPS observations
 AJ3896.and is referenced to NAD 83.
 AJ3896
 AJ3896.The geoid height was determined by GEOID03.
 AJ3896
 AJ3896;                    North         East     Units Scale Factor Converg.
 AJ3896;SPC AZ C     -   325,232.104   176,034.587   MT  0.99991717   -0 13 31.4
 AJ3896;SPC AZ C     - 1,067,034.46    577,541.30   iFT  0.99991717   -0 13 31.4
 AJ3896;UTM  12      - 3,755,448.116   377,962.644   MT  0.99978359   -0 44 13.8
 AJ3896
 AJ3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3896!SPC AZ C     -   0.99992065  x   0.99991717  =   0.99983783
 AJ3896!UTM  12      -   0.99992065  x   0.99978359  =   0.99970426
 AJ3896
 AJ3896                          SUPERSEDED SURVEY CONTROL
 AJ3896
 AJ3896.No superseded survey control is available for this station.
 AJ3896
 AJ3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7796355448(NAD 83)
 AJ3896_MARKER: I = METAL ROD
 AJ3896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3896_STAMPING: 4NA2 11/99
 AJ3896_MARK LOGO: MCDOT 
 AJ3896_PROJECTION: FLUSH
 AJ3896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3896+STABILITY: POSITION/ELEVATION WELL
 AJ3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3896+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 AJ3896_ROD/PIPE-DEPTH:  3.7 meters
 AJ3896_SLEEVE-DEPTH  :  0.8 meters
 AJ3896
 AJ3896  HISTORY     - Date     Condition        Report By
 AJ3896  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3896  HISTORY     - 20041030 GOOD             USPSQD
 AJ3896
 AJ3896                          STATION DESCRIPTION
 AJ3896
 AJ3896'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3896'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF THE TOWN OF NEW
 AJ3896'RIVER, TOWNSHIP 7 NORTH, RANGE 1 WEST, SECTION 24
 AJ3896'OWNERSHIP - BLM
 AJ3896'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3896'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 11.4 MI (18.3
 AJ3896'KM) TO THE INTERSECTION OF CASTLE HOT SPRINGS ROAD AND CAREFREE
 AJ3896'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO CASTLE HOT SPRINGS ROAD AND
 AJ3896'DRIVE NORTHERLY 5.4 MI (8.7 KM) TO A T IN THE ROAD AT THE INTERSECTION
 AJ3896'OF CASTLE HOT SPRINGS ROAD AND CASTLE CREEK ROAD, THENCE TURN LEFT
 AJ3896'(NORTHWEST) ONTO CASTLE CREEK ROAD AND DRIVE NORTHWESTERLY 2.4 MI (3.9
 AJ3896'KM) TO A BRIDGE OVER CASTLE CREEK, THENCE CONTINUE OVER BRIDGE AND
 AJ3896'DRIVE 0.2 MI (0.3 KM) TO THE STATION 90 FT (27.4 M) RIGHT (NORTHEAST)
 AJ3896'OF THE CENTERLINE OF THE ROAD
 AJ3896'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12.0 FOOT
 AJ3896'(3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3896'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3896'ACCESS COVER STAMPED 4NA2 11/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3896'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3896'STATION TIES -
 AJ3896'90.0 FT (27.4 M) NORTHEAST OF THE CENTERLINE OF THE ROAD
 AJ3896'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3896'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3896
 AJ3896                          STATION RECOVERY (2004)
 AJ3896
 AJ3896'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ3896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3897 ***********************************************************************
 AJ3897  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3897  DESIGNATION -  4NH3
 AJ3897  PID         -  AJ3897
 AJ3897  STATE/COUNTY-  AZ/MARICOPA
 AJ3897  USGS QUAD   -  WICKENBURG (1978)
 AJ3897
 AJ3897                         *CURRENT SURVEY CONTROL
 AJ3897  ___________________________________________________________________
 AJ3897* NAD 83(1992)-  33 56 01.58573(N)    112 40 49.18982(W)     ADJUSTED  
 AJ3897* NAVD 88     -       648.99   (meters)    2129.2    (feet)  GPS OBS   
 AJ3897  ___________________________________________________________________
 AJ3897  X           -  -2,042,804.566 (meters)                     COMP
 AJ3897  Y           -  -4,888,194.437 (meters)                     COMP
 AJ3897  Z           -   3,540,699.901 (meters)                     COMP
 AJ3897  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AJ3897  ELLIP HEIGHT-         619.38  (meters)          (04/12/01) GPS OBS
 AJ3897  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AJ3897
 AJ3897  HORZ ORDER  -  B
 AJ3897  ELLP ORDER  -  THIRD     CLASS II
 AJ3897
 AJ3897.The horizontal coordinates were established by GPS observations
 AJ3897.and adjusted by the National Geodetic Survey in April 2001..
 AJ3897
 AJ3897.The orthometric height was determined by GPS observations and a
 AJ3897.high-resolution geoid model using precise GPS observation and
 AJ3897.processing techniques.
 AJ3897
 AJ3897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3897
 AJ3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3897
 AJ3897.The ellipsoidal height was determined by GPS observations
 AJ3897.and is referenced to NAD 83.
 AJ3897
 AJ3897.The geoid height was determined by GEOID03.
 AJ3897
 AJ3897;                    North         East     Units Scale Factor Converg.
 AJ3897;SPC AZ C     -   325,571.311   142,760.642   MT  0.99996142   -0 25 34.8
 AJ3897;SPC AZ C     - 1,068,147.35    468,374.81   iFT  0.99996142   -0 25 34.8
 AJ3897;UTM  12      - 3,756,084.485   344,696.345   MT  0.99989733   -0 56 17.5
 AJ3897
 AJ3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3897!SPC AZ C     -   0.99990278  x   0.99996142  =   0.99986420
 AJ3897!UTM  12      -   0.99990278  x   0.99989733  =   0.99980012
 AJ3897
 AJ3897                          SUPERSEDED SURVEY CONTROL
 AJ3897
 AJ3897.No superseded survey control is available for this station.
 AJ3897
 AJ3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4469656084(NAD 83)
 AJ3897_MARKER: DD = SURVEY DISK
 AJ3897_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AJ3897_STAMPING: 4NH3
 AJ3897_MARK LOGO: MCDOT 
 AJ3897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3897+STABILITY: SURFACE MOTION
 AJ3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3897+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3897
 AJ3897  HISTORY     - Date     Condition        Report By
 AJ3897  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3897  HISTORY     - 20041025 MARK NOT FOUND   MCDOT
 AJ3897
 AJ3897                          STATION DESCRIPTION
 AJ3897
 AJ3897'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3897'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3897'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 4 WEST, SECTION 21
 AJ3897'OWNERSHIP - STATE LAND
 AJ3897'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 89, DRIVE
 AJ3897'SOUTHEAST ON US 60 3.9 MI (6.3 KM) TO AN UNMARKED DIRT ROAD ON THE
 AJ3897'LEFT BEING BETWEEN MILEPOST 114 AND MILEPOST 115, THENCE TURN LEFT
 AJ3897'(NORTHEAST) ONTO THE DIRT ROAD AND DRIVE 0.1 MI (0.2 KM) TO A GATE,
 AJ3897'THENCE CONTINUE THROUGH THE GATE AND DRIVE GENERALLY NORTHEASTERLY 0.1
 AJ3897'MI (0.2 KM) TO A GATE, THENCE CONTINUE THROUGH THE GATE AND DRIVE 0.5
 AJ3897'MI (0.8 KM) TO THE STATION 100 FT (30.5 M) LEFT OF CENTERLINE OF THE
 AJ3897'DIRT ROAD
 AJ3897'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3897'DISK, STAMPED 4NH3, SET IN A ROCK OUTCROP, WITNESSED BY A WHITE
 AJ3897'CARSONITE POST, NORTHEAST 4 FT
 AJ3897'(1.2 M) STATION TIES -
 AJ3897'100 FT (30.5 M) NORTHEAST OF A DIRT ROAD
 AJ3897'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3897'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3897
 AJ3897                          STATION RECOVERY (2004)
 AJ3897
 AJ3897'RECOVERY NOTE BY MARICOPA CO DOT 2004 (BPD)
 AJ3897'MORE THEN LIKELY THE MONUMENT STILL EXISTS HOWEVER IT IS NOW BEHIND A
 AJ3897'LOCKED GATE WITH THREE LOCKS ON IT, AS REPORTED TO ME FROM JOHN STOCK
 AJ3897'AT MARICOPA COUNTY FLOOD CONTROL. THE PROPERTY MAY HAVE RECENTLY
 AJ3897'CHANGED OWNERSHIP. DO NOT TRESPASS. OBTAIN PREMISSION BEFORE ENTERING.
 AJ3897'IF CONTACT INFORMATION IS OBTAINED PLEASE CONTACT NGS OR MCDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3899 ***********************************************************************
 AJ3899  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3899  DESIGNATION -  4NJ1
 AJ3899  PID         -  AJ3899
 AJ3899  STATE/COUNTY-  AZ/MARICOPA
 AJ3899  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3899
 AJ3899                         *CURRENT SURVEY CONTROL
 AJ3899  ___________________________________________________________________
 AJ3899* NAD 83(1992)-  33 56 33.35458(N)    112 46 18.53360(W)     ADJUSTED  
 AJ3899* NAVD 88     -       724.31   (meters)    2376.3    (feet)  GPS OBS   
 AJ3899  ___________________________________________________________________
 AJ3899  X           -  -2,050,419.578 (meters)                     COMP
 AJ3899  Y           -  -4,884,480.082 (meters)                     COMP
 AJ3899  Z           -   3,541,554.091 (meters)                     COMP
 AJ3899  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AJ3899  ELLIP HEIGHT-         694.64  (meters)          (04/12/01) GPS OBS
 AJ3899  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3899
 AJ3899  HORZ ORDER  -  B
 AJ3899  ELLP ORDER  -  THIRD     CLASS II
 AJ3899
 AJ3899.The horizontal coordinates were established by GPS observations
 AJ3899.and adjusted by the National Geodetic Survey in April 2001..
 AJ3899
 AJ3899.The orthometric height was determined by GPS observations and a
 AJ3899.high-resolution geoid model using precise GPS observation and
 AJ3899.processing techniques.
 AJ3899
 AJ3899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3899
 AJ3899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3899
 AJ3899.The ellipsoidal height was determined by GPS observations
 AJ3899.and is referenced to NAD 83.
 AJ3899
 AJ3899.The geoid height was determined by GEOID03.
 AJ3899
 AJ3899;                    North         East     Units Scale Factor Converg.
 AJ3899;SPC AZ C     -   326,616.802   134,311.005   MT  0.99997701   -0 28 39.0
 AJ3899;SPC AZ C     - 1,071,577.43    440,652.90   iFT  0.99997701   -0 28 39.0
 AJ3899;UTM  12      - 3,757,205.372   336,256.853   MT  0.99993053   -0 59 22.3
 AJ3899
 AJ3899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3899!SPC AZ C     -   0.99989096  x   0.99997701  =   0.99986798
 AJ3899!UTM  12      -   0.99989096  x   0.99993053  =   0.99982150
 AJ3899
 AJ3899                          SUPERSEDED SURVEY CONTROL
 AJ3899
 AJ3899.No superseded survey control is available for this station.
 AJ3899
 AJ3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3625757205(NAD 83)
 AJ3899_MARKER: I = METAL ROD
 AJ3899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3899_STAMPING: 4NJ1 2000
 AJ3899_MARK LOGO: MCDOT 
 AJ3899_PROJECTION: FLUSH
 AJ3899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3899+STABILITY: POSITION/ELEVATION WELL
 AJ3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3899+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AJ3899_ROD/PIPE-DEPTH:  5.5 meters
 AJ3899_SLEEVE-DEPTH  :  0.8 meters
 AJ3899
 AJ3899  HISTORY     - Date     Condition        Report By
 AJ3899  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3899  HISTORY     - 20040707 GOOD             EVANS
 AJ3899
 AJ3899                          STATION DESCRIPTION
 AJ3899
 AJ3899'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3899'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3899'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 5 WEST, SECTION 16
 AJ3899'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3899'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE
 AJ3899'WESTERLY ON US 60 2.5 MI (4.0 KM) TO THE INTERSECTION OF VULTURE MINE
 AJ3899'ROAD AND US 60, THENCE TURN LEFT (SOUTH) ON VULTURE MINE ROAD AND
 AJ3899'DRIVE 0.6 MI (1.0 KM) TO THE INTERSECTION OF DUFFY ROAD AND VULTURE
 AJ3899'MINE ROAD, THENCE TURN LEFT (EAST) ONTO DUFFY ROAD AND IMMEDIATELY
 AJ3899'MAKE A RIGHT (SOUTH) ONTO STEINWAY ROAD, THENCE DRIVE SOUTH 0.6 MI
 AJ3899'(1.0 KM) TO THE END OF PAVEMENT ON STEINWAY ROAD, THENCE CONTINUE
 AJ3899'DRIVING SOUTH 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT ON THE TOP
 AJ3899'OF A HILL
 AJ3899'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5
 AJ3899'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3899'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3899'COVER STAMPED 4NJ1 2000, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3899'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3899'STATION TIES -
 AJ3899'5 FT (1.5 M) EAST OF A RIGHT OF WAY  FENCE
 AJ3899'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3899'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3899
 AJ3899                          STATION RECOVERY (2004)
 AJ3899
 AJ3899'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3628 ***********************************************************************
 AJ3628  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3628  DESIGNATION -  4NL1
 AJ3628  PID         -  AJ3628
 AJ3628  STATE/COUNTY-  AZ/MARICOPA
 AJ3628  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3628
 AJ3628                         *CURRENT SURVEY CONTROL
 AJ3628  ___________________________________________________________________
 AJ3628* NAD 83(1992)-  33 56 57.19371(N)    112 52 15.37040(W)     ADJUSTED  
 AJ3628* NAVD 88     -       815.74   (meters)    2676.3    (feet)  GPS OBS   
 AJ3628  ___________________________________________________________________
 AJ3628  X           -  -2,058,736.676 (meters)                     COMP
 AJ3628  Y           -  -4,880,617.493 (meters)                     COMP
 AJ3628  Z           -   3,542,214.555 (meters)                     COMP
 AJ3628  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ3628  ELLIP HEIGHT-         786.08  (meters)          (04/12/01) GPS OBS
 AJ3628  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3628
 AJ3628  HORZ ORDER  -  B
 AJ3628  ELLP ORDER  -  THIRD     CLASS II
 AJ3628
 AJ3628.The horizontal coordinates were established by GPS observations
 AJ3628.and adjusted by the National Geodetic Survey in April 2001..
 AJ3628
 AJ3628.The orthometric height was determined by GPS observations and a
 AJ3628.high-resolution geoid model using precise GPS observation and
 AJ3628.processing techniques.
 AJ3628
 AJ3628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3628
 AJ3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3628
 AJ3628.The ellipsoidal height was determined by GPS observations
 AJ3628.and is referenced to NAD 83.
 AJ3628
 AJ3628.The geoid height was determined by GEOID03.
 AJ3628
 AJ3628;                    North         East     Units Scale Factor Converg.
 AJ3628;SPC AZ C     -   327,432.080   125,154.861   MT  0.99999588   -0 31 58.6
 AJ3628;SPC AZ C     - 1,074,252.23    410,613.06   iFT  0.99999588   -0 31 58.6
 AJ3628;UTM  12      - 3,758,102.417   327,108.699   MT  0.99996849   -1 02 42.4
 AJ3628
 AJ3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3628!SPC AZ C     -   0.99987661  x   0.99999588  =   0.99987249
 AJ3628!UTM  12      -   0.99987661  x   0.99996849  =   0.99984511
 AJ3628
 AJ3628                          SUPERSEDED SURVEY CONTROL
 AJ3628
 AJ3628.No superseded survey control is available for this station.
 AJ3628
 AJ3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2710958102(NAD 83)
 AJ3628_MARKER: I = METAL ROD
 AJ3628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3628+WITH SETTING: INFORMATION.
 AJ3628_STAMPING: 4NL1 999
 AJ3628_MARK LOGO: MCDOT 
 AJ3628_PROJECTION: FLUSH
 AJ3628_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3628+STABILITY: POSITION/ELEVATION WELL
 AJ3628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3628+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AJ3628_ROD/PIPE-DEPTH:  1.2 meters
 AJ3628_SLEEVE-DEPTH  :  0.8 meters
 AJ3628
 AJ3628  HISTORY     - Date     Condition        Report By
 AJ3628  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3628  HISTORY     - 20040707 GOOD             EVANS
 AJ3628
 AJ3628                          STATION DESCRIPTION
 AJ3628
 AJ3628'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3628'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF THE CITY OF
 AJ3628'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 15
 AJ3628'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3628'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 8.4 MI
 AJ3628'(13.5 KM) WEST ON US 60 TO A DIRT (OPENING) ROAD ON THE SOUTH SIDE OF
 AJ3628'US 60 JUST BEYOND A ROADWAY CUT SECTION, THENCE TURN LEFT (SOUTH) ON
 AJ3628'TO DIRT ROAD (THE DIRT ROAD IS 0.3 MI WEST OF MILE POST 102 AND 0.7 MI
 AJ3628'(1.1 KM) EAST OF MILE POST 101), THENCE DRIVE 0.6 MI (1.0 KM)
 AJ3628'SOUTHEASTERLY TO THE RIGHT-OF-WAY FENCE, THENCE SHARPLY CUTTING LEFT
 AJ3628'(NORTHEASTERLY) AND DRIVE 0.5 MI (0.8 KM) TO THE TOP OF A SMALL HILL
 AJ3628'OF THE ROADWAY CUT SECTION AND TO THE STATION AS DESCRIBED
 AJ3628'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3628'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3628'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3628'WITH A COUNTY LOGO ACCESS COVER STAMPED 4NL1 1999, SURROUNDED WITH A
 AJ3628'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3628'MARKER
 AJ3628'STATION TIES - FURTHEST TO CLOSEST
 AJ3628'200 FT (61.0 M) - SOUTH OF US 60
 AJ3628'26 FT (7.9 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3628'7 FT (2.1 M) - NORTH OF RIGHT OF WAY FENCE
 AJ3628'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3628'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3628'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3628
 AJ3628                          STATION RECOVERY (2004)
 AJ3628
 AJ3628'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3629 ***********************************************************************
 AJ3629  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3629  DESIGNATION -  4NN2
 AJ3629  PID         -  AJ3629
 AJ3629  STATE/COUNTY-  AZ/MARICOPA
 AJ3629  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3629
 AJ3629                         *CURRENT SURVEY CONTROL
 AJ3629  ___________________________________________________________________
 AJ3629* NAD 83(1992)-  33 56 32.60551(N)    112 58 35.52554(W)     ADJUSTED  
 AJ3629* NAVD 88     -       755.38   (meters)    2478.3    (feet)  GPS OBS   
 AJ3629  ___________________________________________________________________
 AJ3629  X           -  -2,067,873.938 (meters)                     COMP
 AJ3629  Y           -  -4,877,158.197 (meters)                     COMP
 AJ3629  Z           -   3,541,552.223 (meters)                     COMP
 AJ3629  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3629  ELLIP HEIGHT-         725.59  (meters)          (04/12/01) GPS OBS
 AJ3629  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AJ3629
 AJ3629  HORZ ORDER  -  B
 AJ3629  ELLP ORDER  -  THIRD     CLASS II
 AJ3629
 AJ3629.The horizontal coordinates were established by GPS observations
 AJ3629.and adjusted by the National Geodetic Survey in April 2001..
 AJ3629
 AJ3629.The orthometric height was determined by GPS observations and a
 AJ3629.high-resolution geoid model using precise GPS observation and
 AJ3629.processing techniques.
 AJ3629
 AJ3629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3629
 AJ3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3629
 AJ3629.The ellipsoidal height was determined by GPS observations
 AJ3629.and is referenced to NAD 83.
 AJ3629
 AJ3629.The geoid height was determined by GEOID03.
 AJ3629
 AJ3629;                    North         East     Units Scale Factor Converg.
 AJ3629;SPC AZ C     -   326,770.330   115,385.929   MT  1.00001829   -0 35 30.6
 AJ3629;SPC AZ C     - 1,072,081.14    378,562.76   iFT  1.00001829   -0 35 30.6
 AJ3629;UTM  12      - 3,757,528.018   317,334.410   MT  1.00001134   -1 06 14.1
 AJ3629
 AJ3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3629!SPC AZ C     -   0.99988611  x   1.00001829  =   0.99990439
 AJ3629!UTM  12      -   0.99988611  x   1.00001134  =   0.99989744
 AJ3629
 AJ3629                          SUPERSEDED SURVEY CONTROL
 AJ3629
 AJ3629.No superseded survey control is available for this station.
 AJ3629
 AJ3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1733457528(NAD 83)
 AJ3629_MARKER: I = METAL ROD
 AJ3629_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3629_STAMPING: 4NN2 1999
 AJ3629_MARK LOGO: MCDOT 
 AJ3629_PROJECTION: FLUSH
 AJ3629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3629+STABILITY: POSITION/ELEVATION WELL
 AJ3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3629+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3629_ROD/PIPE-DEPTH:  6.7 meters
 AJ3629_SLEEVE-DEPTH  :  0.8 meters
 AJ3629
 AJ3629  HISTORY     - Date     Condition        Report By
 AJ3629  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3629
 AJ3629                          STATION DESCRIPTION
 AJ3629
 AJ3629'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3629'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST OF THE CITY OF
 AJ3629'WICKENBURG TOWNSHIP 07 NORTH, RANGE 07 WEST, SECTION 15
 AJ3629'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3629'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 14.4
 AJ3629'MI (23.2 KM) WEST ON US 60 TO STATION 200 FT (61 M)ON LEFT (SOUTH)
 AJ3629'SIDE OF US 60 (STATION IS 0.65 MI (1.04 KM)EAST OF MILE POST 95 AND
 AJ3629'0.35 MI (0.56 KM) WEST OF MILE POST 96)AS DESCRIBED
 AJ3629'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3629'COMPRESSED ON A 22 FOOT (6.71 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3629'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3629'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NN2 1999, SURROUNDED
 AJ3629'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3629'CARSONITE MARKER
 AJ3629'STATION TIES - FURTHEST TO CLOSEST
 AJ3629'0.65 MI (1.05 KM) - EAST OF MILE POST 95
 AJ3629'0.35 MI (0.56 KM) - WEST OF MILE POST 96
 AJ3629'200 FT (61.0 M) - SOUTH OF US 60
 AJ3629'10 FT (3.0 M) - SOUTH OF A 10 FOOT (3.0 M) WIDE WASH
 AJ3629'5 FT (1.5 M) - NORTH OF RIGHT OF WAY FENCE
 AJ3629'2 FT (0.6 M) - NORTH OF CARSONITE WITNESS POST
 AJ3629'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3629'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3630 ***********************************************************************
 AJ3630  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3630  DESIGNATION -  4NP1
 AJ3630  PID         -  AJ3630
 AJ3630  STATE/COUNTY-  AZ/MARICOPA
 AJ3630  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3630
 AJ3630                         *CURRENT SURVEY CONTROL
 AJ3630  ___________________________________________________________________
 AJ3630* NAD 83(1992)-  33 56 35.10026(N)    113 05 41.98710(W)     ADJUSTED  
 AJ3630* NAVD 88     -       683.32   (meters)    2241.9    (feet)  GPS OBS   
 AJ3630  ___________________________________________________________________
 AJ3630  X           -  -2,077,912.899 (meters)                     COMP
 AJ3630  Y           -  -4,872,777.729 (meters)                     COMP
 AJ3630  Z           -   3,541,575.651 (meters)                     COMP
 AJ3630  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AJ3630  ELLIP HEIGHT-         653.33  (meters)          (04/12/01) GPS OBS
 AJ3630  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AJ3630
 AJ3630  HORZ ORDER  -  B
 AJ3630  ELLP ORDER  -  THIRD     CLASS II
 AJ3630
 AJ3630.The horizontal coordinates were established by GPS observations
 AJ3630.and adjusted by the National Geodetic Survey in April 2001..
 AJ3630
 AJ3630.The orthometric height was determined by GPS observations and a
 AJ3630.high-resolution geoid model using precise GPS observation and
 AJ3630.processing techniques.
 AJ3630
 AJ3630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3630
 AJ3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3630
 AJ3630.The ellipsoidal height was determined by GPS observations
 AJ3630.and is referenced to NAD 83.
 AJ3630
 AJ3630.The geoid height was determined by GEOID03.
 AJ3630
 AJ3630;                    North         East     Units Scale Factor Converg.
 AJ3630;SPC AZ C     -   326,966.643   104,435.686   MT  1.00004621   -0 39 28.8
 AJ3630;SPC AZ C     - 1,072,725.21    342,636.77   iFT  1.00004621   -0 39 28.8
 AJ3630;UTM  12      - 3,757,822.196   306,386.310   MT  1.00006213   -1 10 12.5
 AJ3630
 AJ3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3630!SPC AZ C     -   0.99989745  x   1.00004621  =   0.99994365
 AJ3630!UTM  12      -   0.99989745  x   1.00006213  =   0.99995957
 AJ3630
 AJ3630                          SUPERSEDED SURVEY CONTROL
 AJ3630
 AJ3630.No superseded survey control is available for this station.
 AJ3630
 AJ3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0638657822(NAD 83)
 AJ3630_MARKER: I = METAL ROD
 AJ3630_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3630_STAMPING: 4NP1 1999
 AJ3630_MARK LOGO: MCDOT 
 AJ3630_PROJECTION: FLUSH
 AJ3630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3630+STABILITY: POSITION/ELEVATION WELL
 AJ3630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3630+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3630_ROD/PIPE-DEPTH: 12.0 meters
 AJ3630_SLEEVE-DEPTH  :  0.8 meters
 AJ3630
 AJ3630  HISTORY     - Date     Condition        Report By
 AJ3630  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3630
 AJ3630                          STATION DESCRIPTION
 AJ3630
 AJ3630'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3630'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) WEST OF THE CITY OF
 AJ3630'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 16
 AJ3630'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3630'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 20.3
 AJ3630'MI (32.7 KM) WEST ON US 60 AND MERGE ONTO SHOULDER OF NORTH SIDE OF US
 AJ3630'60 TO THE EDGE OF PAVEMENT (LOCATED 0.85 MI (1.37 KM) EAST OF MILE
 AJ3630'POST 88) AND THE STATION ABOUT 34.5 FT ON RIGHT (NORTH) OF US 60, THE
 AJ3630'STATION IS DESCRIBED AS
 AJ3630'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3630'COMPRESSED ON A 39.3 FOOT (11.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3630'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3630'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NP1 1999, SURROUNDED
 AJ3630'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3630'CARSONITE MARKER
 AJ3630'STATION TIES -
 AJ3630'0.85 MI (1.37 KM) - EAST OF MILE POST 88
 AJ3630'34.5 FT (10.5 M) - NORTH OF EDGE OF PAVEMENT OF US 60 WESTBOUND LANE
 AJ3630'59 FT (18.0 M) - NORTHEASTERLY OF A STOP SIGN OFF NORTH EDGE OF
 AJ3630'PAVEMENT OF US 60
 AJ3630'15 FT (4.6 M) - EAST OF EDGE OF DIRT ROAD
 AJ3630'26.5 FT (8.1 M) - SOUTHEASTERLY OF POWER POLE JUST SOUTH OF BARBED
 AJ3630'WIRE FENCE
 AJ3630'28 FT (8.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3630'27.3 FT (8.3 M) - SOUTHWESTERLY OF ARIZONA DOT HWY DIVISION ALUMINUM
 AJ3630'CAP IN CONCRETE - DANIELS 1985 P AND M GEODETIC SURVEY
 AJ3630'15 FT (4.6 M) - WEST OF THE TOP OF BANK
 AJ3630'35.9 FT (10.9 M) - NORTHWESTERLY OF ARIZONA DOT HWY DIVISION ALUMINUM
 AJ3630'CAP IN HEADWALL - DANIELS 1985 P AND M GEODETIC SURVEY
 AJ3630'21 FT (6.4 M) - NORTHWESTERLY OR ARIZONA HIGHWAY DEPT P AND M HWY 60
 AJ3630'MILE (96.6 KM) POST 88.85 - 1972 BRASS CAP IN CONCRETE
 AJ3630'2 FT (0.6 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3630'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3630'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3631 ***********************************************************************
 AJ3631  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3631  DESIGNATION -  4NR1
 AJ3631  PID         -  AJ3631
 AJ3631  STATE/COUNTY-  AZ/MARICOPA
 AJ3631  USGS QUAD   -  AGUILA (1990)
 AJ3631
 AJ3631                         *CURRENT SURVEY CONTROL
 AJ3631  ___________________________________________________________________
 AJ3631* NAD 83(1992)-  33 56 17.89865(N)    113 11 43.16750(W)     ADJUSTED  
 AJ3631* NAVD 88     -       658.70   (meters)    2161.1    (feet)  GPS OBS   
 AJ3631  ___________________________________________________________________
 AJ3631  X           -  -2,086,550.680 (meters)                     COMP
 AJ3631  Y           -  -4,869,384.898 (meters)                     COMP
 AJ3631  Z           -   3,541,122.097 (meters)                     COMP
 AJ3631  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ3631  ELLIP HEIGHT-         628.60  (meters)          (04/12/01) GPS OBS
 AJ3631  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AJ3631
 AJ3631  HORZ ORDER  -  B
 AJ3631  ELLP ORDER  -  THIRD     CLASS II
 AJ3631
 AJ3631.The horizontal coordinates were established by GPS observations
 AJ3631.and adjusted by the National Geodetic Survey in April 2001..
 AJ3631
 AJ3631.The orthometric height was determined by GPS observations and a
 AJ3631.high-resolution geoid model using precise GPS observation and
 AJ3631.processing techniques.
 AJ3631
 AJ3631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3631
 AJ3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3631
 AJ3631.The ellipsoidal height was determined by GPS observations
 AJ3631.and is referenced to NAD 83.
 AJ3631
 AJ3631.The geoid height was determined by GEOID03.
 AJ3631
 AJ3631;                    North         East     Units Scale Factor Converg.
 AJ3631;SPC AZ C     -   326,547.695    95,154.251   MT  1.00007219   -0 42 50.2
 AJ3631;SPC AZ C     - 1,071,350.71    312,185.86   iFT  1.00007219   -0 42 50.2
 AJ3631;UTM  12      - 3,757,486.216   297,101.263   MT  1.00010752   -1 13 33.8
 AJ3631
 AJ3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3631!SPC AZ C     -   0.99990133  x   1.00007219  =   0.99997351
 AJ3631!UTM  12      -   0.99990133  x   1.00010752  =   1.00000884
 AJ3631
 AJ3631                          SUPERSEDED SURVEY CONTROL
 AJ3631
 AJ3631.No superseded survey control is available for this station.
 AJ3631
 AJ3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9710157486(NAD 83)
 AJ3631_MARKER: I = METAL ROD
 AJ3631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3631_STAMPING: 4NR1 1999
 AJ3631_MARK LOGO: MCDOT 
 AJ3631_PROJECTION: FLUSH
 AJ3631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3631+STABILITY: POSITION/ELEVATION WELL
 AJ3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3631+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3631_ROD/PIPE-DEPTH: 13.4 meters
 AJ3631_SLEEVE-DEPTH  :  0.8 meters
 AJ3631
 AJ3631  HISTORY     - Date     Condition        Report By
 AJ3631  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3631
 AJ3631                          STATION DESCRIPTION
 AJ3631
 AJ3631'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3631'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3631'AGUILA TOWNSHIP 07 NORTH, RANGE 09 WEST, SECTION 21
 AJ3631'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3631'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3631'MI (45.1 KM) WEST ON US 60 TO THE TOWN OF AGUILA, THENCE CONTINUE WEST
 AJ3631'ON US 60 FOR 1.0 MI (1.6 KM) MERGING LEFT (SOUTHERLY) OFF THE HIGHWAY
 AJ3631'AT THE EDGE OF PAVEMENT (0.02 MI EAST OF MILE POST 83) , THENCE
 AJ3631'CONTINUE SOUTH FOR 35.5 FT (10.8 M) BETWEEN TWO BERMS AND TO THE
 AJ3631'STATION AS DESCRIBED
 AJ3631'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3631'COMPRESSED ON A 43 FOOT (13.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3631'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3631'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NR1 1999, SURROUNDED
 AJ3631'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3631'CARSONITE MARKER
 AJ3631'STATION TIES - FURTHEST TO CLOSEST
 AJ3631'0.02 MI (0.03 KM) - EAST OF MILE POST 83
 AJ3631'0.1 MI (0.2 KM) - WEST OF FAIRHAVEN RV PARK
 AJ3631'116 FT (35.3 M) - EAST AND 35.5 FT (10.8 M) SOUTH OF MILE POST 83
 AJ3631'48 FT (14.6 M) - EAST AND 35.5 FT (10.8 M) SOUTH OF A BOX CULVERT
 AJ3631'35.5 FT (10.8 M) - SOUTH OF THE EDGE OF PAVEMENT OF EASTBOUND LANES OF
 AJ3631'US 60
 AJ3631'32 FT (9.8 M) - NORTH OF BARBED WIRE FENCE
 AJ3631'ALSO LOCATED IN THE CENTER (BETWEEN) OF TWO BERMS
 AJ3631'5 FT (1.5 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3631'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3631'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3632 ***********************************************************************
 AJ3632  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3632  DESIGNATION -  4NT1
 AJ3632  PID         -  AJ3632
 AJ3632  STATE/COUNTY-  AZ/MARICOPA
 AJ3632  USGS QUAD   -  GLADDEN (1989)
 AJ3632
 AJ3632                         *CURRENT SURVEY CONTROL
 AJ3632  ___________________________________________________________________
 AJ3632* NAD 83(1992)-  33 56 20.59291(N)    113 18 12.88187(W)     ADJUSTED  
 AJ3632* NAVD 88     -       631.22   (meters)    2070.9    (feet)  GPS OBS   
 AJ3632  ___________________________________________________________________
 AJ3632  X           -  -2,095,719.735 (meters)                     COMP
 AJ3632  Y           -  -4,865,370.349 (meters)                     COMP
 AJ3632  Z           -   3,541,175.600 (meters)                     COMP
 AJ3632  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ3632  ELLIP HEIGHT-         601.06  (meters)          (04/12/01) GPS OBS
 AJ3632  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3632
 AJ3632  HORZ ORDER  -  B
 AJ3632  ELLP ORDER  -  THIRD     CLASS II
 AJ3632
 AJ3632.The horizontal coordinates were established by GPS observations
 AJ3632.and adjusted by the National Geodetic Survey in April 2001..
 AJ3632
 AJ3632.The orthometric height was determined by GPS observations and a
 AJ3632.high-resolution geoid model using precise GPS observation and
 AJ3632.processing techniques.
 AJ3632
 AJ3632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3632
 AJ3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3632
 AJ3632.The ellipsoidal height was determined by GPS observations
 AJ3632.and is referenced to NAD 83.
 AJ3632
 AJ3632.The geoid height was determined by GEOID03.
 AJ3632
 AJ3632;                    North         East     Units Scale Factor Converg.
 AJ3632;SPC AZ C     -   326,760.710    85,147.099   MT  1.00010258   -0 46 28.0
 AJ3632;SPC AZ C     - 1,072,049.57    279,354.00   iFT  1.00010258   -0 46 28.0
 AJ3632;UTM  12      - 3,757,788.684   287,095.957   MT  1.00015881   -1 17 11.7
 AJ3632
 AJ3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3632!SPC AZ C     -   0.99990565  x   1.00010258  =   1.00000822
 AJ3632!UTM  12      -   0.99990565  x   1.00015881  =   1.00006445
 AJ3632
 AJ3632                          SUPERSEDED SURVEY CONTROL
 AJ3632
 AJ3632.No superseded survey control is available for this station.
 AJ3632
 AJ3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8709657789(NAD 83)
 AJ3632_MARKER: I = METAL ROD
 AJ3632_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3632_STAMPING: 4NT1 1999
 AJ3632_MARK LOGO: MCDOT 
 AJ3632_PROJECTION: FLUSH
 AJ3632_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3632+STABILITY: POSITION/ELEVATION WELL
 AJ3632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3632+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3632_ROD/PIPE-DEPTH:  7.4 meters
 AJ3632_SLEEVE-DEPTH  :  0.8 meters
 AJ3632
 AJ3632  HISTORY     - Date     Condition        Report By
 AJ3632  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3632
 AJ3632                          STATION DESCRIPTION
 AJ3632
 AJ3632'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3632'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3632'AGUILA TOWNSHIP 07 NORTH, RANGE 10 WEST, SECTION 21
 AJ3632'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3632'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3632'MI (45.1 KM) WEST ON US 60 TO THE TOWN OF AGUILA EXITING OFF US 60 AT
 AJ3632'EAGLE EYE ROAD, THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND
 AJ3632'DRIVE 200 FT (61.0 M) CROSSING THE ARIZONA-CALIFORNIA RAILROAD TRACKS,
 AJ3632'THENCE CONTINUE NORTH FOR 400 FT (121.9 M) TO AN INTERSECTION OF
 AJ3632'VALLEY ROAD, THENCE TURN LEFT (WEST) ON TO VALLEY ROAD AND DRIVE 2.0
 AJ3632'MI (3.2 KM) TO AN INTERSECTION OF A DIRT ROAD, THENCE CONTINUE WEST
 AJ3632'FOR 0.25 MI (0.40 KM) PASSING A WELL ON THE NORTH SIDE OF VALLEY ROAD,
 AJ3632'THENCE CONTINUE WEST FOR 2.25 MI (3.62 KM) TO A SECOND WELL ON THE
 AJ3632'NORTH SIDE OF VALLEY ROAD, THENCE CONTINUE WEST ON VALLEY ROAD FOR 0.5
 AJ3632'MI (0.8 KM) TO A WASH, THENCE CROSS WASH AND CONTINUE WEST ON VALLEY
 AJ3632'ROAD FOR 2.3 MI (3.7 KM) TO A DIRT ROAD ON THE NORTH SIDE OF VALLEY
 AJ3632'ROAD (OVERALL DISTANCE ON VALLEY ROAD FROM EAGLE EYE ROAD TO DIRT ROAD
 AJ3632'TURN OFF IS 7.3 MI (11.7 KM)), THENCE TURN RIGHT (NORTH) ON TO DIRT
 AJ3632'ROAD AND DRIVE 0.1 MI (0.2 KM) AND TO THE STATION AS DESCRIBED
 AJ3632'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3632'COMPRESSED ON A 24.3 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3632'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3632'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NT1 1999, SURROUNDED
 AJ3632'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3632'CARSONITE MARKER
 AJ3632'STATION TIES - FURTHEST TO CLOSEST
 AJ3632'7.3 MI (11.7 KM) - WEST OF EAGLE EYE ROAD
 AJ3632'0.1 MI (0.2 KM) - NORTH OF VALLEY ROAD
 AJ3632'100 FT (30.5 M) - SOUTH OF A WELL
 AJ3632'16 FT (4.9 M) - WEST OF A 6 FOOT (1.8 M) WIDE CONCRETE DITCH
 AJ3632'15 FT (4.6 M) - EAST OF ROAD
 AJ3632'FROM 2.0 MI (3.2 KM) WEST OF EAGLE EYE ROAD TO 6.0 MI (9.7 KM) WEST OF
 AJ3632'EAGLE EYE ROAD ARE OVERHEAD UTILITY LINES RUNNING ALONG THE SOUTH SIDE
 AJ3632'OF VALLEY ROAD AND A CONCRETE IRRIGATION DITCH THAT RUNS ALONG THE
 AJ3632'NORTH SIDE OF VALLEY ROAD
 AJ3632'VALLEY ROAD IS 400 FT (121.9 M) NORTH OF US 60
 AJ3632'ARIZONA-CALIFORNIA RAILROAD IS 200 FT (61.0 M) NORTH OF US 60
 AJ3632'5 FT (1.5 M) - EAST OF CARSONITE WITNESS POST
 AJ3632'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3632'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3900 ***********************************************************************
 AJ3900  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3900  DESIGNATION -  4OI2
 AJ3900  PID         -  AJ3900
 AJ3900  STATE/COUNTY-  AZ/MARICOPA
 AJ3900  USGS QUAD   -  WICKENBURG (1978)
 AJ3900
 AJ3900                         *CURRENT SURVEY CONTROL
 AJ3900  ___________________________________________________________________
 AJ3900* NAD 83(1992)-  33 58 47.97621(N)    112 42 12.33153(W)     ADJUSTED  
 AJ3900* NAVD 88     -       696.64   (meters)    2285.6    (feet)  GPS OBS   
 AJ3900  ___________________________________________________________________
 AJ3900  X           -  -2,043,684.668 (meters)                     COMP
 AJ3900  Y           -  -4,884,765.145 (meters)                     COMP
 AJ3900  Z           -   3,544,979.433 (meters)                     COMP
 AJ3900  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AJ3900  ELLIP HEIGHT-         667.14  (meters)          (04/12/01) GPS OBS
 AJ3900  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3900
 AJ3900  HORZ ORDER  -  B
 AJ3900  ELLP ORDER  -  THIRD     CLASS II
 AJ3900
 AJ3900.The horizontal coordinates were established by GPS observations
 AJ3900.and adjusted by the National Geodetic Survey in April 2001..
 AJ3900
 AJ3900.The orthometric height was determined by GPS observations and a
 AJ3900.high-resolution geoid model using precise GPS observation and
 AJ3900.processing techniques.
 AJ3900
 AJ3900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3900
 AJ3900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3900
 AJ3900.The ellipsoidal height was determined by GPS observations
 AJ3900.and is referenced to NAD 83.
 AJ3900
 AJ3900.The geoid height was determined by GEOID03.
 AJ3900
 AJ3900;                    North         East     Units Scale Factor Converg.
 AJ3900;SPC AZ C     -   330,713.858   140,664.830   MT  0.99996512   -0 26 23.1
 AJ3900;SPC AZ C     - 1,085,019.22    461,498.79   iFT  0.99996512   -0 26 23.1
 AJ3900;UTM  12      - 3,761,245.242   342,646.715   MT  0.99990523   -0 57 08.1
 AJ3900
 AJ3900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3900!SPC AZ C     -   0.99989528  x   0.99996512  =   0.99986040
 AJ3900!UTM  12      -   0.99989528  x   0.99990523  =   0.99980052
 AJ3900
 AJ3900                          SUPERSEDED SURVEY CONTROL
 AJ3900
 AJ3900.No superseded survey control is available for this station.
 AJ3900
 AJ3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4264761245(NAD 83)
 AJ3900_MARKER: I = METAL ROD
 AJ3900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3900+WITH SETTING: INFORMATION.
 AJ3900_STAMPING: 4OI2 2/00
 AJ3900_MARK LOGO: MCDOT 
 AJ3900_PROJECTION: FLUSH
 AJ3900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3900+STABILITY: POSITION/ELEVATION WELL
 AJ3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3900+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3900_ROD/PIPE-DEPTH:  2.4 meters
 AJ3900_SLEEVE-DEPTH  :  0.8 meters
 AJ3900
 AJ3900  HISTORY     - Date     Condition        Report By
 AJ3900  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3900
 AJ3900                          STATION DESCRIPTION
 AJ3900
 AJ3900'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3900'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF THE TOWN OF
 AJ3900'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 4 WEST, SECTION 6
 AJ3900'OWNERSHIP - STATE LAND
 AJ3900'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND EL RECREO DRIVE
 AJ3900'BEING 0.2 MI (0.3 KM) WEST OF MILEPOST 111 AND 0.2 MI (0.3 KM) EAST OF
 AJ3900'THE HASSAYAMPA RIVER ON US 60, DRIVE NORTHEASTERLY ON EL RECREO DRIVE
 AJ3900'0.3 MI (0.5 KM) TO THE INTERSECTION OF EL RECREO DRIVE AND EL RECREO
 AJ3900'ROAD (NOTE AT THIS INTERSECTION EL RECREO DRIVE BECOMES CONSTELLATION
 AJ3900'ROAD) , THENCE DRIVE NORTHEASTERLY 1.1 MI (1.8 KM) TO THE STATION 37
 AJ3900'FT (11.3 M) LEFT OF THE CENTERLINE OF CONSTELLATION ROAD
 AJ3900'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4
 AJ3900'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3900'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3900'COVER STAMPED 4OI2 2/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3900'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3900'STATION TIES -
 AJ3900'37 FT (11.3 M) NORTHWEST OF THE CENTERLINE OF CONSTELLATION ROAD
 AJ3900'300 FT (91.4 M) SOUTHWEST OF A CATTLE GUARD
 AJ3900'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3900'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3633 ***********************************************************************
 AJ3633  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3633  DESIGNATION -  4OK6
 AJ3633  PID         -  AJ3633
 AJ3633  STATE/COUNTY-  AZ/MARICOPA
 AJ3633  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3633
 AJ3633                         *CURRENT SURVEY CONTROL
 AJ3633  ___________________________________________________________________
 AJ3633* NAD 83(1992)-  33 59 31.89883(N)    112 49 10.89189(W)     ADJUSTED  
 AJ3633* NAVD 88     -       708.23   (meters)    2323.6    (feet)  GPS OBS   
 AJ3633  ___________________________________________________________________
 AJ3633  X           -  -2,053,303.082 (meters)                     COMP
 AJ3633  Y           -  -4,879,919.410 (meters)                     COMP
 AJ3633  Z           -   3,546,108.137 (meters)                     COMP
 AJ3633  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ3633  ELLIP HEIGHT-         678.66  (meters)          (04/12/01) GPS OBS
 AJ3633  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3633
 AJ3633  HORZ ORDER  -  B
 AJ3633  ELLP ORDER  -  THIRD     CLASS II
 AJ3633
 AJ3633.The horizontal coordinates were established by GPS observations
 AJ3633.and adjusted by the National Geodetic Survey in April 2001..
 AJ3633
 AJ3633.The orthometric height was determined by GPS observations and a
 AJ3633.high-resolution geoid model using precise GPS observation and
 AJ3633.processing techniques.
 AJ3633
 AJ3633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3633
 AJ3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3633
 AJ3633.The ellipsoidal height was determined by GPS observations
 AJ3633.and is referenced to NAD 83.
 AJ3633
 AJ3633.The geoid height was determined by GEOID03.
 AJ3633
 AJ3633;                    North         East     Units Scale Factor Converg.
 AJ3633;SPC AZ C     -   332,155.666   129,933.588   MT  0.99998577   -0 30 17.6
 AJ3633;SPC AZ C     - 1,089,749.56    426,291.30   iFT  0.99998577   -0 30 17.6
 AJ3633;UTM  12      - 3,762,782.924   331,929.323   MT  0.99994823   -1 01 03.3
 AJ3633
 AJ3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3633!SPC AZ C     -   0.99989347  x   0.99998577  =   0.99987924
 AJ3633!UTM  12      -   0.99989347  x   0.99994823  =   0.99984171
 AJ3633
 AJ3633                          SUPERSEDED SURVEY CONTROL
 AJ3633
 AJ3633.No superseded survey control is available for this station.
 AJ3633
 AJ3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3192962783(NAD 83)
 AJ3633_MARKER: I = METAL ROD
 AJ3633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3633_STAMPING: 4OK6 1999
 AJ3633_MARK LOGO: MCDOT 
 AJ3633_PROJECTION: FLUSH
 AJ3633_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3633+STABILITY: POSITION/ELEVATION WELL
 AJ3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3633+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3633_ROD/PIPE-DEPTH: 10.4 meters
 AJ3633_SLEEVE-DEPTH  :  0.8 meters
 AJ3633
 AJ3633  HISTORY     - Date     Condition        Report By
 AJ3633  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3633
 AJ3633                          STATION DESCRIPTION
 AJ3633
 AJ3633'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3633'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF THE CITY OF
 AJ3633'WICKENBURG TOWNSHIP 08 NORTH, RANGE 05 WEST, SECTION 31
 AJ3633'OWNERSHIP - STATE TRUST LAND
 AJ3633'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 4.4 MI
 AJ3633'(7.1 KM) NORTHWEST ON US 93 TO RANCHO CASITAS ROAD, THENCE TURN LEFT
 AJ3633'(SOUTHWESTERLY) ON TO RANCHO CASITAS ROAD AND DRIVE 0.7 MI (1.1 KM) TO
 AJ3633'A FORK IN THE ROAD, BEAR RIGHT AT FORK AND DRIVE 1.1 MI (1.8 KM) WEST
 AJ3633'CROSSING RAILROAD TRACKS TO A DIRT ROAD ON THE SOUTH SIDE OF RANCHO
 AJ3633'CASITAS ROAD, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 0.3
 AJ3633'MI (0.5 KM) TO A BEND IN ROAD, THENCE CONTINUE WEST SOUTHWEST AROUND
 AJ3633'BEND FOR 1.1 MI (1.8 KM) THEN PARKING AND HIKING TO THE EAST END OF
 AJ3633'THE TOP OF A LOW RIDGE AND TO THE STATION AS DESCRIBED
 AJ3633'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3633'COMPRESSED ON A 34 FOOT (10.36 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3633'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3633'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OK6 1999, SURROUNDED
 AJ3633'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3633'CARSONITE MARKER
 AJ3633'STATION TIES - FURTHEST TO CLOSEST
 AJ3633'200 FT (61.0 M) - NORTH OF RAILROAD TRACKS
 AJ3633'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3633'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3633'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3634 ***********************************************************************
 AJ3634  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3634  DESIGNATION -  4OM2
 AJ3634  PID         -  AJ3634
 AJ3634  STATE/COUNTY-  AZ/MARICOPA
 AJ3634  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3634
 AJ3634                         *CURRENT SURVEY CONTROL
 AJ3634  ___________________________________________________________________
 AJ3634* NAD 83(1992)-  33 59 10.85886(N)    112 55 50.40326(W)     ADJUSTED  
 AJ3634* NAVD 88     -       752.48   (meters)    2468.8    (feet)  GPS OBS   
 AJ3634  ___________________________________________________________________
 AJ3634  X           -  -2,062,906.555 (meters)                     COMP
 AJ3634  Y           -  -4,876,300.776 (meters)                     COMP
 AJ3634  Z           -   3,545,595.250 (meters)                     COMP
 AJ3634  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AJ3634  ELLIP HEIGHT-         722.82  (meters)          (04/12/01) GPS OBS
 AJ3634  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3634
 AJ3634  HORZ ORDER  -  B
 AJ3634  ELLP ORDER  -  THIRD     CLASS II
 AJ3634
 AJ3634.The horizontal coordinates were established by GPS observations
 AJ3634.and adjusted by the National Geodetic Survey in April 2001..
 AJ3634
 AJ3634.The orthometric height was determined by GPS observations and a
 AJ3634.high-resolution geoid model using precise GPS observation and
 AJ3634.processing techniques.
 AJ3634
 AJ3634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3634
 AJ3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3634
 AJ3634.The ellipsoidal height was determined by GPS observations
 AJ3634.and is referenced to NAD 83.
 AJ3634
 AJ3634.The geoid height was determined by GEOID03.
 AJ3634
 AJ3634;                    North         East     Units Scale Factor Converg.
 AJ3634;SPC AZ C     -   331,603.318   119,674.281   MT  1.00000816   -0 34 00.7
 AJ3634;SPC AZ C     - 1,087,937.40    392,632.16   iFT  1.00000816   -0 34 00.7
 AJ3634;UTM  12      - 3,762,322.409   321,665.760   MT  0.99999206   -1 04 46.3
 AJ3634
 AJ3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3634!SPC AZ C     -   0.99988654  x   1.00000816  =   0.99989470
 AJ3634!UTM  12      -   0.99988654  x   0.99999206  =   0.99987860
 AJ3634
 AJ3634                          SUPERSEDED SURVEY CONTROL
 AJ3634
 AJ3634.No superseded survey control is available for this station.
 AJ3634
 AJ3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2166662322(NAD 83)
 AJ3634_MARKER: I = METAL ROD
 AJ3634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3634_STAMPING: 4OM2 1999
 AJ3634_MARK LOGO: MCDOT 
 AJ3634_PROJECTION: FLUSH
 AJ3634_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3634+STABILITY: POSITION/ELEVATION WELL
 AJ3634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3634+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3634_ROD/PIPE-DEPTH:  9.8 meters
 AJ3634_SLEEVE-DEPTH  :  0.8 meters
 AJ3634
 AJ3634  HISTORY     - Date     Condition        Report By
 AJ3634  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3634
 AJ3634                          STATION DESCRIPTION
 AJ3634
 AJ3634'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3634'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST OF THE CITY OF
 AJ3634'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 06
 AJ3634'OWNERSHIP - STATE TRUST LAND
 AJ3634'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 10.4
 AJ3634'MI (16.7 KM) WEST ON US 60 TO A DIRT ROAD WITH A GATE ON THE RIGHT OF
 AJ3634'WAY FENCE ON THE RIGHT (NORTH) SIDE OF US 60, THENCE TURN RIGHT
 AJ3634'(NORTH) ON TO DIRT ROAD AND DRIVE 3.0 MI (4.8 KM) TO A Y INTERSECTION
 AJ3634'(N 33-58-43.0 W 112-55-41.8) , THENCE CONTINUE STRAIGHT (NORTH) FOR
 AJ3634'1.0 MI (1.6 KM) AND TO THE STATION AS DESCRIBED
 AJ3634'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3634'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3634'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3634'WITH A COUNTY LOGO ACCESS COVER STAMPED 4OM2 1999, SURROUNDED WITH A
 AJ3634'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3634'MARKER
 AJ3634'STATION TIES - FURTHEST TO CLOSEST
 AJ3634'4.0 MI (6.4 KM) - NORTH OF US 60
 AJ3634'0.5 MI (0.8 KM) - EAST - DIRT ROAD IS OF MILE POST 99
 AJ3634'0.5 MI (0.8 KM) - WEST - DIRT ROAD IS OF MILE POST 100
 AJ3634'85 FT (25.9 M) - NORTHEASTERLY OF DIRT ROAD
 AJ3634'70 FT (21.3 M) - SOUTHEASTERLY OF GLO BC, TOWNSHIP COR 7 AND 8 NORTH,
 AJ3634'6 AND 7 WEST
 AJ3634'STATION ALSO LOCATED SOUTHEAST OF RAILROAD TRACKS
 AJ3634'1 FT (0.3 M) - SOUTHWESTERLY OF CARSONITE WITNESS POST
 AJ3634'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3634'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3635 ***********************************************************************
 AJ3635  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3635  DESIGNATION -  4OO1
 AJ3635  PID         -  AJ3635
 AJ3635  STATE/COUNTY-  AZ/MARICOPA
 AJ3635  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3635
 AJ3635                         *CURRENT SURVEY CONTROL
 AJ3635  ___________________________________________________________________
 AJ3635* NAD 83(1992)-  33 58 24.17795(N)    113 02 22.54818(W)     ADJUSTED  
 AJ3635* NAVD 88     -       703.90   (meters)    2309.4    (feet)  GPS OBS   
 AJ3635  ___________________________________________________________________
 AJ3635  X           -  -2,072,472.327 (meters)                     COMP
 AJ3635  Y           -  -4,873,072.647 (meters)                     COMP
 AJ3635  Z           -   3,544,375.160 (meters)                     COMP
 AJ3635  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3635  ELLIP HEIGHT-         674.05  (meters)          (04/12/01) GPS OBS
 AJ3635  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3635
 AJ3635  HORZ ORDER  -  B
 AJ3635  ELLP ORDER  -  THIRD     CLASS II
 AJ3635
 AJ3635.The horizontal coordinates were established by GPS observations
 AJ3635.and adjusted by the National Geodetic Survey in April 2001..
 AJ3635
 AJ3635.The orthometric height was determined by GPS observations and a
 AJ3635.high-resolution geoid model using precise GPS observation and
 AJ3635.processing techniques.
 AJ3635
 AJ3635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3635
 AJ3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3635
 AJ3635.The ellipsoidal height was determined by GPS observations
 AJ3635.and is referenced to NAD 83.
 AJ3635
 AJ3635.The geoid height was determined by GEOID03.
 AJ3635
 AJ3635;                    North         East     Units Scale Factor Converg.
 AJ3635;SPC AZ C     -   330,269.970   109,593.864   MT  1.00003269   -0 37 39.2
 AJ3635;SPC AZ C     - 1,083,562.89    359,559.92   iFT  1.00003269   -0 37 39.2
 AJ3635;UTM  12      - 3,761,079.303   311,573.873   MT  1.00003769   -1 08 24.3
 AJ3635
 AJ3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3635!SPC AZ C     -   0.99989420  x   1.00003269  =   0.99992688
 AJ3635!UTM  12      -   0.99989420  x   1.00003769  =   0.99993188
 AJ3635
 AJ3635                          SUPERSEDED SURVEY CONTROL
 AJ3635
 AJ3635.No superseded survey control is available for this station.
 AJ3635
 AJ3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1157461079(NAD 83)
 AJ3635_MARKER: I = METAL ROD
 AJ3635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3635_STAMPING: 4OO1 1999
 AJ3635_MARK LOGO: MCDOT 
 AJ3635_PROJECTION: FLUSH
 AJ3635_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3635+STABILITY: POSITION/ELEVATION WELL
 AJ3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3635+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3635_ROD/PIPE-DEPTH: 20.7 meters
 AJ3635_SLEEVE-DEPTH  :  0.8 meters
 AJ3635
 AJ3635  HISTORY     - Date     Condition        Report By
 AJ3635  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3635
 AJ3635                          STATION DESCRIPTION
 AJ3635
 AJ3635'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3635'THE STATION IS LOCATED ABOUT 18.8 MI (30.3 KM) WEST OF THE CITY OF
 AJ3635'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 01
 AJ3635'OWNERSHIP - ARIZONA AND CALIFORNIA RAILROAD RIGHT OF WAY
 AJ3635'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 18.8
 AJ3635'MI (30.3 KM) WEST ON US 60 TO FORPAUGH PEAK ROAD ( 0.7 MI (1.1 KM)
 AJ3635'WEST OF MILE POST 92 AND 0.3 MI (0.5 KM) EAST OF MILE POST 91) ,
 AJ3635'THENCE TURN RIGHT (NORTH) ON TO FORPAUGH PEAK ROAD AND DRIVE 1.3 MI
 AJ3635'(2.1 KM) TO AN INTERSECTION OF ABBOTT ROAD, THENCE CONTINUE NORTH FOR
 AJ3635'0.6 MI (1.0 KM) PASSING A HOUSE WITH SEPARATE GARAGE ON EAST SIDE OF
 AJ3635'FORPAUGH PEAK ROAD, THENCE CONTINUE NORTH TO THE ARIZONA-CALIFORNIA
 AJ3635'RAILROAD TRACKS (CROSSING A CATTLE GUARD WITH GATE JUST SOUTH OF
 AJ3635'TRACKS) , THENCE CONTINUE NORTH ON FORPAUGH PEAK ROAD FOR 0.1 MI (0.2
 AJ3635'KM) TO A BEND IN ROAD, THENCE BEAR RIGHT (EAST) AT BEND IN ROAD AND
 AJ3635'CONTINUE EAST FOR 0.3 MI (0.5 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3635'0.7 MI (1.1 KM) TO WHERE THE ROAD BEARS NORTH, THENCE PARK AND WALK
 AJ3635'THROUGH GATE IN BARBED WIRE FENCE AND TO THE STATION AS DESCRIBED
 AJ3635'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3635'COMPRESSED ON A 68 FOOT (20.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3635'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3635'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OO1 1999, SURROUNDED
 AJ3635'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3635'CARSONITE MARKER
 AJ3635'STATION TIES - FURTHEST TO CLOSEST
 AJ3635'2.0 MI (3.2 KM) - NORTH OF US 60
 AJ3635'1.0 MI (1.6 KM) - EAST OF FORPAUGH PEAK ROAD
 AJ3635'5 FT (1.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3635'5 FT (1.5 M) - WEST OF FENCE CORNER
 AJ3635'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3635'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3635'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3636 ***********************************************************************
 AJ3636  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3636  DESIGNATION -  4OQ1
 AJ3636  PID         -  AJ3636
 AJ3636  STATE/COUNTY-  AZ/MARICOPA
 AJ3636  USGS QUAD   -  AGUILA (1990)
 AJ3636
 AJ3636                         *CURRENT SURVEY CONTROL
 AJ3636  ___________________________________________________________________
 AJ3636* NAD 83(1992)-  33 59 06.60780(N)    113 08 15.81642(W)     ADJUSTED  
 AJ3636* NAVD 88     -       683.66   (meters)    2243.0    (feet)  GPS OBS   
 AJ3636  ___________________________________________________________________
 AJ3636  X           -  -2,080,521.581 (meters)                     COMP
 AJ3636  Y           -  -4,868,828.495 (meters)                     COMP
 AJ3636  Z           -   3,545,447.977 (meters)                     COMP
 AJ3636  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AJ3636  ELLIP HEIGHT-         653.67  (meters)          (04/12/01) GPS OBS
 AJ3636  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AJ3636
 AJ3636  HORZ ORDER  -  B
 AJ3636  ELLP ORDER  -  THIRD     CLASS II
 AJ3636
 AJ3636.The horizontal coordinates were established by GPS observations
 AJ3636.and adjusted by the National Geodetic Survey in April 2001..
 AJ3636
 AJ3636.The orthometric height was determined by GPS observations and a
 AJ3636.high-resolution geoid model using precise GPS observation and
 AJ3636.processing techniques.
 AJ3636
 AJ3636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3636
 AJ3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3636
 AJ3636.The ellipsoidal height was determined by GPS observations
 AJ3636.and is referenced to NAD 83.
 AJ3636
 AJ3636.The geoid height was determined by GEOID03.
 AJ3636
 AJ3636;                    North         East     Units Scale Factor Converg.
 AJ3636;SPC AZ C     -   331,680.957   100,541.074   MT  1.00005686   -0 40 57.4
 AJ3636;SPC AZ C     - 1,088,192.12    329,859.17   iFT  1.00005686   -0 40 57.4
 AJ3636;UTM  12      - 3,762,571.247   302,533.939   MT  1.00008070   -1 11 43.2
 AJ3636
 AJ3636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3636!SPC AZ C     -   0.99989739  x   1.00005686  =   0.99995425
 AJ3636!UTM  12      -   0.99989739  x   1.00008070  =   0.99997809
 AJ3636
 AJ3636                          SUPERSEDED SURVEY CONTROL
 AJ3636
 AJ3636.No superseded survey control is available for this station.
 AJ3636
 AJ3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0253462571(NAD 83)
 AJ3636_MARKER: I = METAL ROD
 AJ3636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3636_STAMPING: 4OQ1 1999
 AJ3636_MARK LOGO: MCDOT 
 AJ3636_PROJECTION: FLUSH
 AJ3636_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3636+STABILITY: POSITION/ELEVATION WELL
 AJ3636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3636+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3636_ROD/PIPE-DEPTH: 16.5 meters
 AJ3636_SLEEVE-DEPTH  :  0.8 meters
 AJ3636
 AJ3636  HISTORY     - Date     Condition        Report By
 AJ3636  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3636
 AJ3636                          STATION DESCRIPTION
 AJ3636
 AJ3636'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3636'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) WEST OF THE CITY OF
 AJ3636'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 06
 AJ3636'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3636'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 23.0
 AJ3636'MI (37.0 KM) WEST ON US 60 TO STATE ROUTE 71 (0.1 MI EAST OF MILE POST
 AJ3636'86) , THENCE TURN RIGHT (NORTH) ON TO STATE ROUTE 71 AND DRIVE 0.6 MI
 AJ3636'(1.0 KM) TO THE ARIZONA-CALIFORNIA RAILROAD TRACKS, THENCE CROSS
 AJ3636'TRACKS AND CONTINUE NORTH FOR 1.5 MI (2.4 KM) TO HOUSES AND FARM
 AJ3636'BUILDINGS ON WEST SIDE OF STATE ROUTE 71 JUST SOUTH OF A DIRT ROAD,
 AJ3636'THENCE CONTINUE NORTH ON STATE ROUTE 71 FOR 0.3 MI (0.5 KM) TO MILE
 AJ3636'POST 86, THENCE CONTINUE NORTHEASTERLY ON STATE ROUTE 71 FOR 0.6 MI
 AJ3636'(1.0 KM) TO A TURN OUT ALONG THE EAST SIDE OF THE HIGHWAY AND TO THE
 AJ3636'STATION AS DESCRIBED
 AJ3636'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3636'COMPRESSED ON A 54 FOOT (16.46 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3636'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3636'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OQ1 1999, SURROUNDED
 AJ3636'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3636'CARSONITE MARKER
 AJ3636'STATION TIES - FURTHEST TO CLOSEST
 AJ3636'3.0 MI (4.8 KM) - NORTH OF US 60
 AJ3636'94.5 FT (28.8 M) - WEST OF STATE ROUTE 71
 AJ3636'5 FT (1.5 M) - EAST OF BARBED WIRE FENCE
 AJ3636'10 FT (3.0 M) - WEST OF CARSONITE WITNESS POST
 AJ3636'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3636'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3637 ***********************************************************************
 AJ3637  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3637  DESIGNATION -  4OS2
 AJ3637  PID         -  AJ3637
 AJ3637  STATE/COUNTY-  AZ/MARICOPA
 AJ3637  USGS QUAD   -  AGUILA (1990)
 AJ3637
 AJ3637                         *CURRENT SURVEY CONTROL
 AJ3637  ___________________________________________________________________
 AJ3637* NAD 83(1992)-  33 59 07.33713(N)    113 14 45.02013(W)     ADJUSTED  
 AJ3637* NAVD 88     -       650.78   (meters)    2135.1    (feet)  GPS OBS   
 AJ3637  ___________________________________________________________________
 AJ3637  X           -  -2,089,689.172 (meters)                     COMP
 AJ3637  Y           -  -4,864,857.390 (meters)                     COMP
 AJ3637  Z           -   3,545,448.171 (meters)                     COMP
 AJ3637  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3637  ELLIP HEIGHT-         620.68  (meters)          (04/12/01) GPS OBS
 AJ3637  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3637
 AJ3637  HORZ ORDER  -  B
 AJ3637  ELLP ORDER  -  THIRD     CLASS II
 AJ3637
 AJ3637.The horizontal coordinates were established by GPS observations
 AJ3637.and adjusted by the National Geodetic Survey in April 2001..
 AJ3637
 AJ3637.The orthometric height was determined by GPS observations and a
 AJ3637.high-resolution geoid model using precise GPS observation and
 AJ3637.processing techniques.
 AJ3637
 AJ3637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3637
 AJ3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3637
 AJ3637.The ellipsoidal height was determined by GPS observations
 AJ3637.and is referenced to NAD 83.
 AJ3637
 AJ3637.The geoid height was determined by GEOID03.
 AJ3637
 AJ3637;                    North         East     Units Scale Factor Converg.
 AJ3637;SPC AZ C     -   331,827.720    90,551.775   MT  1.00008586   -0 44 35.1
 AJ3637;SPC AZ C     - 1,088,673.62    297,085.88   iFT  1.00008586   -0 44 35.1
 AJ3637;UTM  12      - 3,762,807.405   292,546.012   MT  1.00013056   -1 15 21.0
 AJ3637
 AJ3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3637!SPC AZ C     -   0.99990257  x   1.00008586  =   0.99998842
 AJ3637!UTM  12      -   0.99990257  x   1.00013056  =   1.00003312
 AJ3637
 AJ3637                          SUPERSEDED SURVEY CONTROL
 AJ3637
 AJ3637.No superseded survey control is available for this station.
 AJ3637
 AJ3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9254662807(NAD 83)
 AJ3637_MARKER: I = METAL ROD
 AJ3637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3637_STAMPING: 4OS2 1999
 AJ3637_MARK LOGO: MCDOT 
 AJ3637_PROJECTION: FLUSH
 AJ3637_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3637+STABILITY: POSITION/ELEVATION WELL
 AJ3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3637+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3637_ROD/PIPE-DEPTH:  9.3 meters
 AJ3637_SLEEVE-DEPTH  :  0.8 meters
 AJ3637
 AJ3637  HISTORY     - Date     Condition        Report By
 AJ3637  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3637  HISTORY     - 20031124 POOR             MCDOT
 AJ3637
 AJ3637                          STATION DESCRIPTION
 AJ3637
 AJ3637'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3637'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3637'AGUILA TOWNSHIP 07 NORTH, RANGE 09 WEST, SECTION 06
 AJ3637'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3637'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 26.0
 AJ3637'MI (41.8 KM) WEST ON US 60 TO THE TOWN OF AGUILA AND EAGLE EYE ROAD,
 AJ3637'THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 2.0 MI (3.2
 AJ3637'KM) (CROSSING THE ARIZONA-CALIFORNIA RAILROAD TRACKS LOCATED 200 FT
 AJ3637'(61.0 M) NORTH OF US 60) TO A DIRT INTERSECTION ON EAGLE EYE ROAD,
 AJ3637'THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE 2.0 MI (3.2 KM) WEST
 AJ3637'TO AN INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3637'DIRT ROAD FOR 300 FT CROSSING OVER A DRAINAGE DITCH (91.4 M) TO
 AJ3637'ANOTHER INTERSECTION, THENCE TURN LEFT (WEST) AND DRIVE 2.0 MI (3.2
 AJ3637'KM) TO AN INTERSECTION JUST EAST OF SOME OVERHEAD POWER LINES, THENCE
 AJ3637'TURN RIGHT (NORTH) AND DRIVE 0.5 MI (0.8 KM) TO A BARBED WIRE FENCE
 AJ3637'AND GATE, THENCE CONTINUE STRAIGHT OVER A WASH LOCATED 200 FT (61.0 M)
 AJ3637'NORTH OF FENCE FOR 0.4 MI (0.6 KM) AND TO THE STATION AS DESCRIBED
 AJ3637'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3637'COMPRESSED ON A 30.5 FOOT (9.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3637'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3637'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OS2 1999, SURROUNDED
 AJ3637'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3637'CARSONITE MARKER
 AJ3637'STATION TIES - FURTHEST TO CLOSEST
 AJ3637'4.0 MI (6.4 KM) - WEST OF EAGLE EYE ROAD
 AJ3637'56 FT (17.1 M) - SOUTHEASTERLY OF THE TOP OF BANK OF A WASH
 AJ3637'42.5 FT (13.0 M) - EAST OF BARBED WIRE FENCE
 AJ3637'OVERHEAD ELECTRIC LINES RUN ALONG THE WEST SIDE OF DIRT ROAD
 AJ3637'ARIZONA-CALIFORNIA RAILROAD TRACKS ARE 200 FEET (61.0 M) NORTH OF US
 AJ3637'60
 AJ3637'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3637'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3637'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3637
 AJ3637                          STATION RECOVERY (2003)
 AJ3637
 AJ3637'RECOVERY NOTE BY MARICOPA CO DOT 2003 (LF)
 AJ3637'FOUND THE CONTROL POINT SEVERELY DAMAGED NONE USABLE.'
 AJ3637' 
 AJ3637' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3638 ***********************************************************************
 AJ3638  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3638  DESIGNATION -  4OU2
 AJ3638  PID         -  AJ3638
 AJ3638  STATE/COUNTY-  AZ/MARICOPA
 AJ3638  USGS QUAD   -  GLADDEN (1989)
 AJ3638
 AJ3638                         *CURRENT SURVEY CONTROL
 AJ3638  ___________________________________________________________________
 AJ3638* NAD 83(1992)-  33 59 12.10779(N)    113 18 56.94852(W)     ADJUSTED  
 AJ3638* NAVD 88     -       666.22   (meters)    2185.8    (feet)  GPS OBS   
 AJ3638  ___________________________________________________________________
 AJ3638  X           -  -2,095,602.017 (meters)                     COMP
 AJ3638  Y           -  -4,862,237.758 (meters)                     COMP
 AJ3638  Z           -   3,545,578.707 (meters)                     COMP
 AJ3638  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3638  ELLIP HEIGHT-         636.14  (meters)          (04/12/01) GPS OBS
 AJ3638  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3638
 AJ3638  HORZ ORDER  -  B
 AJ3638  ELLP ORDER  -  THIRD     CLASS II
 AJ3638
 AJ3638.The horizontal coordinates were established by GPS observations
 AJ3638.and adjusted by the National Geodetic Survey in April 2001..
 AJ3638
 AJ3638.The orthometric height was determined by GPS observations and a
 AJ3638.high-resolution geoid model using precise GPS observation and
 AJ3638.processing techniques.
 AJ3638
 AJ3638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3638
 AJ3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3638
 AJ3638.The ellipsoidal height was determined by GPS observations
 AJ3638.and is referenced to NAD 83.
 AJ3638
 AJ3638.The geoid height was determined by GEOID03.
 AJ3638
 AJ3638;                    North         East     Units Scale Factor Converg.
 AJ3638;SPC AZ C     -   332,060.789    84,087.530   MT  1.00010594   -0 46 56.0
 AJ3638;SPC AZ C     - 1,089,438.28    275,877.72   iFT  1.00010594   -0 46 56.0
 AJ3638;UTM  12      - 3,763,098.331   286,083.779   MT  1.00016413   -1 17 42.1
 AJ3638
 AJ3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3638!SPC AZ C     -   0.99990015  x   1.00010594  =   1.00000608
 AJ3638!UTM  12      -   0.99990015  x   1.00016413  =   1.00006426
 AJ3638
 AJ3638                          SUPERSEDED SURVEY CONTROL
 AJ3638
 AJ3638.No superseded survey control is available for this station.
 AJ3638
 AJ3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8608463098(NAD 83)
 AJ3638_MARKER: I = METAL ROD
 AJ3638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3638_STAMPING: 4OU2 1999
 AJ3638_MARK LOGO: MCDOT 
 AJ3638_PROJECTION: FLUSH
 AJ3638_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3638+STABILITY: POSITION/ELEVATION WELL
 AJ3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3638+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3638_ROD/PIPE-DEPTH: 11.9 meters
 AJ3638_SLEEVE-DEPTH  :  0.8 meters
 AJ3638
 AJ3638  HISTORY     - Date     Condition        Report By
 AJ3638  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3638
 AJ3638                          STATION DESCRIPTION
 AJ3638
 AJ3638'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3638'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3638'AGUILA TOWNSHIP 08 NORTH, RANGE 10 WEST, SECTION 32
 AJ3638'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3638'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 26.0
 AJ3638'MI (41.8 KM) WEST ON US 60 TO THE TOWN OF AGUILA AND EAGLE EYE ROAD,
 AJ3638'THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 2.0 MI (3.2
 AJ3638'KM) ACROSS THE ARIZONA-CALIFORNIA RAILROAD TRACKS LOCATED 200 FT (61.0
 AJ3638'M) NORTH OF US 60 AND END OF PAVEMENT, THENCE CONTINUE NORTH ON EAGLE
 AJ3638'EYE ROAD FOR 2.0 MI (3.2 KM) TO END OF PAVEMENT AND CATTLE GUARD
 AJ3638'THENCE CONTINUE STRAIGHT (NORTH) ON EAGLE EYE ROAD (GRAVEL) AND DRIVE
 AJ3638'2.0 MI (3.2 KM) TO AN 4 WAY INTERSECTION, THENCE TURN LEFT (WEST) AND
 AJ3638'DRIVE DUE WEST FOR 5.0 MI (8.04 KM) TO A BEND TO THE SOUTH IN THE ROAD
 AJ3638'AROUND A WATER HOLE (TO REACH THE WATER HOLE SAID ROAD TRAVELS
 AJ3638'PARALLEL TO OVERHEAD POWER LINES, PARALLEL TO A BARBED WIRE FENCE TO
 AJ3638'THE SOUTH, PAST SEVERAL DIRT ROADS TO THE NORTH, PAST AN ABANDONED
 AJ3638'WELL 2.5 MI WEST OF EAGLE EYE INTERSECTION, PAST A WASH AT 3.0 MI WEST
 AJ3638'OF EAGLE EYE INTERSECTION, PAST A CATTLE GUARD AT 4.0 MI WEST OF EAGLE
 AJ3638'EYE INTERSECTION), THENCE DRIVE AROUND WATER HOLE TO THE SOUTH FOR 0.4
 AJ3638'MI (0.6 KM) BACK ON TO ROAD ALIGNMENT AND TO SIDE ROAD HEADING
 AJ3638'NORTHWEST, THENCE CONTINUE STRAIGHT (WEST - DO NOT TAKE SIDE ROAD TO
 AJ3638'NORTHWEST)FOR 0.9 MI TO A BEND IN THE ROAD TO THE NORTH, THENCE
 AJ3638'CONTINUE AROUND BEND TO THE NORTH THEN TO THE WEST FOR 0.2 MI TO A
 AJ3638'OPENING IN A BARBED WIRE FENCE, THENCE GO THROUGH BARBED WIRE FENCE
 AJ3638'TURNING LEFT (SOUTHWEST) PARALLELING BARBED WIRE FENCE FOR 0.1 MI TO A
 AJ3638'FORK IN THE ROAD, THENCE VEER LEFT (SOUTH-SOUTHWEST) ALONG BARBED WIRE
 AJ3638'FENCE FOR 1.2 MI TO A BEND IN THE ROAD TO THE WEST, THENCE CONTINUE
 AJ3638'AROUND BEND TO THE WEST FOR AN ADDITIONAL 1.0 MI TO THE STATION ON THE
 AJ3638'RIGHT (NORTH) AS DESCRIBED
 AJ3638'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3638'COMPRESSED ON A 39 FOOT (11.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3638'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3638'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OU2 1999, SURROUNDED
 AJ3638'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3638'CARSONITE MARKER
 AJ3638'STATION TIES - FURTHEST TO CLOSEST
 AJ3638'8.8 MI (14.2 KM) - WEST OF EAGLE EYE ROAD
 AJ3638'95 FT (29.0 M) - NORTHWESTERLY OF NORTHWEST CORNER OF BARBED WIRE
 AJ3638'FENCE
 AJ3638'73 FT (22.2 M) NORTHWEST OF GLO BRASS CAP SE CORNER SEC 32 T8N R10W,
 AJ3638'GLO CAP IS 27 FT NORTH OF NORTHWEST CORNER OF BARBED WIRE FENCE
 AJ3638'70 FT (21.3 M) - NORTH OF DIRT ROAD
 AJ3638'BARBED WIRE FENCE LOCATED 15 FT (4.6 M) SOUTH OF DIRT ROAD
 AJ3638'6 FT (1.8 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3638'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3638'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1600 ***********************************************************************
 DV1600  DESIGNATION -  5 A
 DV1600  PID         -  DV1600
 DV1600  STATE/COUNTY-  AZ/LA PAZ
 DV1600  USGS QUAD   -  BEAR HILLS (1990)
 DV1600
 DV1600                         *CURRENT SURVEY CONTROL
 DV1600  ___________________________________________________________________
 DV1600* NAD 83(1986)-  33 39 05.     (N)    113 55 45.     (W)     SCALED    
 DV1600* NAVD 88     -       443.00   (+/-2cm)    1453.4    (feet)  VERTCON   
 DV1600  ___________________________________________________________________
 DV1600  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1600
 DV1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1600
 DV1600.The horizontal coordinates were scaled from a topographic map and have
 DV1600.an estimated accuracy of +/- 6 seconds.
 DV1600
 DV1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1600.The vertical order pertains to the NGVD 29 superseded value.
 DV1600
 DV1600.The geoid height was determined by GEOID03.
 DV1600
 DV1600;                    North         East    Units  Estimated Accuracy
 DV1600;SPC AZ W     -   294,010.      196,740.      MT  (+/- 180 meters Scaled)
 DV1600
 DV1600                          SUPERSEDED SURVEY CONTROL
 DV1600
 DV1600  NGVD 29 (??/??/92)  442.302  (m)         1451.12   (f) ADJ UNCH    2 0
 DV1600
 DV1600.Superseded values are not recommended for survey control.
 DV1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1600.See file dsdata.txt to determine how the superseded data were derived.
 DV1600
 DV1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC283273(NAD 83)
 DV1600_MARKER: DD = SURVEY DISK
 DV1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1600_STAMPING: 5 A 1962
 DV1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1600+STABILITY: SURFACE MOTION
 DV1600
 DV1600  HISTORY     - Date     Condition        Report By
 DV1600  HISTORY     - 1962     MONUMENTED       AZHD
 DV1600
 DV1600                          STATION DESCRIPTION
 DV1600
 DV1600'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1600'4.40 MI S FROM BRENDA.
 DV1600'0.55 MILE EAST-SOUTHEAST OF V 395 5, AN ARIZONA HIGHWAY DEPARTMENT
 DV1600'DISK, STAMPED 5 A 1962, SET IN OF A  CONCRETE POST FLUSH WITH THE
 DV1600'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1600'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2373 ***********************************************************************
 CZ2373  DESIGNATION -  5 DOR
 CZ2373  PID         -  CZ2373
 CZ2373  STATE/COUNTY-  AZ/PIMA
 CZ2373  USGS QUAD   -  TUCSON SE (1992)
 CZ2373
 CZ2373                         *CURRENT SURVEY CONTROL
 CZ2373  ___________________________________________________________________
 CZ2373* NAD 83(1992)-  32 05 41.45333(N)    110 47 45.47416(W)     ADJUSTED  
 CZ2373* NAVD 88     -       898.5    (meters)    2948.     (feet)  VERTCON   
 CZ2373  ___________________________________________________________________
 CZ2373  X           -  -1,920,493.486 (meters)                     COMP
 CZ2373  Y           -  -5,056,807.516 (meters)                     COMP
 CZ2373  Z           -   3,369,808.195 (meters)                     COMP
 CZ2373  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 CZ2373  ELLIP HEIGHT-         869.61  (meters)          (06/11/02) GPS OBS
 CZ2373  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CZ2373
 CZ2373  HORZ ORDER  -  FIRST
 CZ2373  ELLP ORDER  -  FOURTH    CLASS II
 CZ2373
 CZ2373.The horizontal coordinates were established by GPS observations
 CZ2373.and adjusted by the National Geodetic Survey in August 1993..
 CZ2373
 CZ2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2373
 CZ2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2373
 CZ2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2373
 CZ2373.The ellipsoidal height was determined by GPS observations
 CZ2373.and is referenced to NAD 83.
 CZ2373
 CZ2373.The geoid height was determined by GEOID03.
 CZ2373
 CZ2373;                    North         East     Units Scale Factor Converg.
 CZ2373;SPC AZ C     -   121,933.177   319,141.838   MT  1.00003795   +0 35 43.8
 CZ2373;SPC AZ C     -   400,043.23  1,047,053.27   iFT  1.00003795   +0 35 43.8
 CZ2373;UTM  12      - 3,550,967.187   519,252.344   MT  0.99960457   +0 06 30.3
 CZ2373
 CZ2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2373!SPC AZ C     -   0.99986348  x   1.00003795  =   0.99990142
 CZ2373!UTM  12      -   0.99986348  x   0.99960457  =   0.99946810
 CZ2373
 CZ2373                          SUPERSEDED SURVEY CONTROL
 CZ2373
 CZ2373  ELLIP H (08/23/93)  869.70   (m)                       GP(       ) 4 2
 CZ2373  NAD 83(1986)-  32 05 41.44854(N)    110 47 45.47281(W) AD(       ) 1
 CZ2373  NGVD 29 (05/25/90)  897.8    (m)         2946.     (f) GPS OBS        
 CZ2373
 CZ2373.Superseded values are not recommended for survey control.
 CZ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2373.See file dsdata.txt to determine how the superseded data were derived.
 CZ2373
 CZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1925250967(NAD 83)
 CZ2373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2373_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2373_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2373_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2373+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2373
 CZ2373  HISTORY     - Date     Condition        Report By
 CZ2373  HISTORY     - UNK      MONUMENTED
 CZ2373  HISTORY     - 1987     GOOD             NGS
 CZ2373  HISTORY     - 1996     GOOD             USPSQD
 CZ2373
 CZ2373                          STATION DESCRIPTION
 CZ2373
 CZ2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2373'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2373'IN GOOD CONDITION.
 CZ2373'
 CZ2373'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 CZ2373'SOUTHEAST OF SOUTH TUCSON,
 CZ2373'1.6 KM (1 MI) NORTHEAST OF INTERSTATE HIGHWAY 10, ALONG THE
 CZ2373'SOUTHERN PACIFIC RAILROAD, IN THE TOP OF AN OLD CONCRETE FOUNDATION
 CZ2373'FOR A WATER TANK.
 CZ2373'OWNERSHIP--SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 CZ2373'
 CZ2373'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2373'RITA RD (EXIT 273) WHICH IS ABOUT 19.3 KM (12 MI) SOUTHEAST OF
 CZ2373'SOUTH TUCSON, GO NORTHEAST FOR 1.9 KM (1.2 MI) ON RITA RD TO THE
 CZ2373'SOUTHERN PACIFIC RAILROAD.  CROSS TRACKS, TURN RIGHT AND GO
 CZ2373'SOUTHEAST FOR 0.8 KM (0.5 MI) ON THE RAILROAD MAINTENANCE ROAD TO
 CZ2373'THE STATION ON THE LEFT.
 CZ2373'
 CZ2373'THE STATION IS A STANDARD USGS DISK
 CZ2373'STAMPED---5 DOR 1975---,
 CZ2373'SET INTO A DRILL HOLE IN THE TOP OF A SQUARE CONCRETE SLAB 2.9
 CZ2373'METERS (9.5 FT) ON SIDE PROJECTING 30 CM ABOVE GROUND, CONNECTED TO
 CZ2373'A ROUND CONCRETE FOUNDATION 7.6 METERS (25 FT) IN DIAMETER.  LOCATED
 CZ2373'45.72 METERS (150.0 FT) SOUTHEAST FROM A UTILITY POLE WITH GUY WIRE,
 CZ2373'13.05 METERS (42.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST RAIL OF
 CZ2373'THE NORTHEAST ONE OF TWO RAILROAD TRACKS,
 CZ2373'4.51 METERS (14.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 CZ2373'OF THE RAILROAD MAINTENANCE ROAD,
 CZ2373'2.53 METERS (8.3 FT) EAST-SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 CZ2373'CONCRETE SLAB AND
 CZ2373'1.37 METERS (4.5 FT) SOUTHWEST FROM THE EAST CORNER OF THE CONCRETE
 CZ2373'SLAB.
 CZ2373'
 CZ2373'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2373'
 CZ2373'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2373'
 CZ2373'DESCRIBED BY D.F. CALLAHAN.
 CZ2373
 CZ2373                          STATION RECOVERY (1996)
 CZ2373
 CZ2373'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2441 ***********************************************************************
 CZ2441  DESIGNATION -  5 EMH
 CZ2441  PID         -  CZ2441
 CZ2441  STATE/COUNTY-  AZ/GRAHAM
 CZ2441  USGS QUAD   -  TELEGRAPH WASH (1972)
 CZ2441
 CZ2441                         *CURRENT SURVEY CONTROL
 CZ2441  ___________________________________________________________________
 CZ2441* NAD 83(1986)-  32 53 31.     (N)    110 00 24.     (W)     SCALED    
 CZ2441* NAVD 88     -      1008.07   (+/-2cm)    3307.3    (feet)  VERTCON   
 CZ2441  ___________________________________________________________________
 CZ2441  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CZ2441
 CZ2441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ2441
 CZ2441.The horizontal coordinates were scaled from a topographic map and have
 CZ2441.an estimated accuracy of +/- 6 seconds.
 CZ2441
 CZ2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2441.The vertical order pertains to the NGVD 29 superseded value.
 CZ2441
 CZ2441.The geoid height was determined by GEOID03.
 CZ2441
 CZ2441;                    North         East    Units  Estimated Accuracy
 CZ2441;SPC AZ E     -   209,780.      228,330.      MT  (+/- 180 meters Scaled)
 CZ2441
 CZ2441                          SUPERSEDED SURVEY CONTROL
 CZ2441
 CZ2441  NGVD 29 (??/??/92) 1007.41   (m)         3305.1    (f) COMPUTED    2 0
 CZ2441
 CZ2441.Superseded values are not recommended for survey control.
 CZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2441.See file dsdata.txt to determine how the superseded data were derived.
 CZ2441
 CZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB929397(NAD 83)
 CZ2441_MARKER: DB = BENCH MARK DISK
 CZ2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2441_SP_SET: COPPER-CLAD STEEL ROD
 CZ2441_STAMPING: 5 EMH 1972 3305
 CZ2441_MARK LOGO: USGS  
 CZ2441_PROJECTION: FLUSH
 CZ2441_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2441+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CZ2441_ROD/PIPE-DEPTH: 6.10 meters
 CZ2441
 CZ2441  HISTORY     - Date     Condition        Report By
 CZ2441  HISTORY     - 1972     MONUMENTED       USGS
 CZ2441
 CZ2441                          STATION DESCRIPTION
 CZ2441
 CZ2441'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CZ2441'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ2441'ALONG U S HIGHWAY 70, THENCE 7.1 MILES SOUTHWEST ALONG A GRADED ROAD,
 CZ2441'AT A ROAD FORK SOUTHEAST, 57 FEET NORTHWEST OF THE CENTERLINE OF THE
 CZ2441'GRADED ROAD, IN LINE WITH A PROLONGATION OF THE CENTERLINE OF A ROAD
 CZ2441'SOUTHEAST, 3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CZ2441'SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1926 ***********************************************************************
 DV1926  DESIGNATION -  5 FS
 DV1926  PID         -  DV1926
 DV1926  STATE/COUNTY-  AZ/YUMA
 DV1926  USGS QUAD   -  TURTLEBACK MTN (1980)
 DV1926
 DV1926                         *CURRENT SURVEY CONTROL
 DV1926  ___________________________________________________________________
 DV1926* NAD 83(1992)-  33 07 48.98530(N)    113 28 30.61692(W)     ADJUSTED  
 DV1926* NAVD 88     -       247.08   (+/-2cm)     810.6    (feet)  VERTCON   
 DV1926  ___________________________________________________________________
 DV1926  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DV1926  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DV1926
 DV1926  HORZ ORDER  -  THIRD
 DV1926  VERT ORDER  -  THIRD ? (See Below)
 DV1926
 DV1926.The horizontal coordinates were established by classical geodetic methods
 DV1926.and adjusted by the National Geodetic Survey in August 1993..
 DV1926
 DV1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1926.The vertical order pertains to the NGVD 29 superseded value.
 DV1926
 DV1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1926
 DV1926.The geoid height was determined by GEOID03.
 DV1926
 DV1926;                    North         East     Units Scale Factor Converg.
 DV1926;SPC AZ W     -   236,239.670   239,004.139   MT  0.99994144   +0 09 00.7
 DV1926;SPC AZ W     -   775,064.53    784,134.31   iFT  0.99994144   +0 09 00.7
 DV1926;SPC AZ C     -   237,279.334    67,934.410   MT  1.00016068   -0 51 07.0
 DV1926;SPC AZ C     -   778,475.51    222,881.92   iFT  1.00016068   -0 51 07.0
 DV1926;UTM  12      - 3,668,456.234   269,091.062   MT  1.00025745   -1 21 12.2
 DV1926
 DV1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1926!SPC AZ W     -   0.99996622  x   0.99994144  =   0.99990767
 DV1926!SPC AZ C     -   0.99996622  x   1.00016068  =   1.00012690
 DV1926!UTM  12      -   0.99996622  x   1.00025745  =   1.00022367
 DV1926
 DV1926                          SUPERSEDED SURVEY CONTROL
 DV1926
 DV1926  NAD 83(1986)-  33 07 48.97895(N)    113 28 30.62346(W) AD(       ) 3
 DV1926  NAD 27      -  33 07 48.82500(N)    113 28 27.92500(W) AD(       ) 3
 DV1926  NGVD 29 (07/19/86)  246.45   (m)          808.6    (f) LEVELING    3  
 DV1926
 DV1926.Superseded values are not recommended for survey control.
 DV1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1926.See file dsdata.txt to determine how the superseded data were derived.
 DV1926
 DV1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6909168456(NAD 83)
 DV1926_MARKER: DD = SURVEY DISK
 DV1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1926
 DV1926  HISTORY     - Date     Condition        Report By
 DV1926  HISTORY     - 1950     MONUMENTED       USGS
 DV1926
 DV1926                          STATION DESCRIPTION
 DV1926
 DV1926'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1926'THE STATION IS IN A BROAD FLAT VALLEY, 12 MILES NORTH BY
 DV1926'EAST OF THE RAILROAD STATION OF HORN, AND 12-1/4 MILES NORTHWEST
 DV1926'OF THE RAILROAD STATION OF HYDER.
 DV1926'
 DV1926'THE MARK, A U.S. GEOLOGICAL IN COOPERATION WITH THE STATE
 DV1926'BRONZE BM DISK SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE
 DV1926'POST INCASED IN SHEET IRON, PROJECTING 8 INCHES ABOVE THE
 DV1926'GROUND, IS STAMPED 5 FS 1925.  IT IS 10 FEET EAST OF THE
 DV1926'CENTER LINE OF A TRACK ROAD AND 5 FEET WEST OF A 4 INCH
 DV1926'SQUARE WHITE WITNESS POST.
 DV1926'
 DV1926'TO REACH THE STATION FROM HORN GO EAST FOR 1.6 MILES.  TURN
 DV1926'LEFT ACROSS THE RAILROAD TRACKS AND FOLLOW THE MAIN TRAVELED
 DV1926'TRACK ROAD UP THE VALLEY NORTHERLY FOR 8.5 MILES TO FORKS
 DV1926'AND SIGNS LITTLE HORN RD., SALOME RD.  TAKE THE LEFT FORK
 DV1926'3.9 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0763 ***********************************************************************
 FQ0763  DESIGNATION -  5 HLS
 FQ0763  PID         -  FQ0763
 FQ0763  STATE/COUNTY-  AZ/NAVAJO
 FQ0763  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0763
 FQ0763                         *CURRENT SURVEY CONTROL
 FQ0763  ___________________________________________________________________
 FQ0763* NAD 83(1986)-  35 02 14.     (N)    110 20 56.     (W)     SCALED    
 FQ0763* NAVD 88     -      1592.921  (meters)    5226.11   (feet)  ADJUSTED  
 FQ0763  ___________________________________________________________________
 FQ0763  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0763  DYNAMIC HT  -        1590.787 (meters)    5219.11  (feet)  COMP
 FQ0763  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 FQ0763
 FQ0763  VERT ORDER  -  THIRD
 FQ0763
 FQ0763.The horizontal coordinates were scaled from a topographic map and have
 FQ0763.an estimated accuracy of +/- 6 seconds.
 FQ0763
 FQ0763.The orthometric height was determined by differential leveling
 FQ0763.and adjusted by the National Geodetic Survey in June 1991..
 FQ0763
 FQ0763.The geoid height was determined by GEOID03.
 FQ0763
 FQ0763.The dynamic height is computed by dividing the NAVD 88
 FQ0763.geopotential number by the normal gravity value computed on the
 FQ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0763.degrees latitude (g = 980.6199 gals.).
 FQ0763
 FQ0763.The modeled gravity was interpolated from observed gravity values.
 FQ0763
 FQ0763;                    North         East    Units  Estimated Accuracy
 FQ0763;SPC AZ E     -   447,720.      196,730.      MT  (+/- 180 meters Scaled)
 FQ0763
 FQ0763                          SUPERSEDED SURVEY CONTROL
 FQ0763
 FQ0763  NGVD 29 (??/??/92) 1592.13   (m)         5223.5    (f) COMPUTED    3 0
 FQ0763
 FQ0763.Superseded values are not recommended for survey control.
 FQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0763.See file dsdata.txt to determine how the superseded data were derived.
 FQ0763
 FQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD593773(NAD 83)
 FQ0763_MARKER: DB = BENCH MARK DISK
 FQ0763_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0763_SP_SET: ROCK OUTCROP
 FQ0763_STAMPING: 5 HLS 1970 5224
 FQ0763_MARK LOGO: USGS  
 FQ0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0763+STABILITY: POSITION/ELEVATION WELL
 FQ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0763+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0763
 FQ0763  HISTORY     - Date     Condition        Report By
 FQ0763  HISTORY     - 1970     MONUMENTED       USGS
 FQ0763
 FQ0763                          STATION DESCRIPTION
 FQ0763
 FQ0763'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0763'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0763'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.8 MILES NORTH ALONG A
 FQ0763'COUNTY ROAD (PORTER AVENUE), 40 FEET WEST OF THE CENTERLINE OF THE
 FQ0763'ROAD, 1 FOOT EAST OF A WITNESS POST, IN A 3 BY 4 FOOT SANDSTONE
 FQ0763'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0853 ***********************************************************************
 FQ0853  DESIGNATION -  5 JRH
 FQ0853  PID         -  FQ0853
 FQ0853  STATE/COUNTY-  AZ/COCONINO
 FQ0853  USGS QUAD   -  HARBISON TANK (1989)
 FQ0853
 FQ0853                         *CURRENT SURVEY CONTROL
 FQ0853  ___________________________________________________________________
 FQ0853* NAD 83(1986)-  35 50 51.     (N)    111 53 43.     (W)     SCALED    
 FQ0853* NAVD 88     -      2074.192  (meters)    6805.08   (feet)  POSTED    
 FQ0853  ___________________________________________________________________
 FQ0853  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0853  DYNAMIC HT  -        2071.380 (meters)    6795.85  (feet)  COMP
 FQ0853  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 FQ0853
 FQ0853  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0853
 FQ0853.The horizontal coordinates were scaled from a topographic map and have
 FQ0853.an estimated accuracy of +/- 6 seconds.
 FQ0853
 FQ0853.The orthometric height was determined by differential leveling
 FQ0853.and adjusted by the National Geodetic Survey in 1992..
 FQ0853.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0853.rate of 0.0 thru 1.0 mm/km.
 FQ0853
 FQ0853.The geoid height was determined by GEOID03.
 FQ0853
 FQ0853.The dynamic height is computed by dividing the NAVD 88
 FQ0853.geopotential number by the normal gravity value computed on the
 FQ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0853.degrees latitude (g = 980.6199 gals.).
 FQ0853
 FQ0853.The modeled gravity was interpolated from observed gravity values.
 FQ0853
 FQ0853;                    North         East    Units  Estimated Accuracy
 FQ0853;SPC AZ C     -   537,590.      215,290.      MT  (+/- 180 meters Scaled)
 FQ0853
 FQ0853                          SUPERSEDED SURVEY CONTROL
 FQ0853
 FQ0853  NGVD 29 (??/??/92) 2073.22   (m)         6801.9    (f) COMPUTED    3 0
 FQ0853
 FQ0853.Superseded values are not recommended for survey control.
 FQ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0853.See file dsdata.txt to determine how the superseded data were derived.
 FQ0853
 FQ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE191674(NAD 83)
 FQ0853_MARKER: DB = BENCH MARK DISK
 FQ0853_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0853_SP_SET: ROCK OUTCROP
 FQ0853_STAMPING: 5 JRH 1958 6802
 FQ0853_MARK LOGO: USGS  
 FQ0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0853+STABILITY: POSITION/ELEVATION WELL
 FQ0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0853+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0853
 FQ0853  HISTORY     - Date     Condition        Report By
 FQ0853  HISTORY     - 1958     MONUMENTED       USGS
 FQ0853
 FQ0853                          STATION DESCRIPTION
 FQ0853
 FQ0853'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0853'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0853'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0853'LOOKOUT TOWER, PROCEED 9.6 MILES SOUTH, 2.0 MILES NORTHWEST OF
 FQ0853'BUCKLAR TANK, 235 FEET EAST OF A SLIGHT CURVE IN THE ROAD, 23 FEET
 FQ0853'NORTH OF THE CENTER OF THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0863 ***********************************************************************
 FQ0863  DESIGNATION -  5 JRH
 FQ0863  PID         -  FQ0863
 FQ0863  STATE/COUNTY-  AZ/COCONINO
 FQ0863  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0863
 FQ0863                         *CURRENT SURVEY CONTROL
 FQ0863  ___________________________________________________________________
 FQ0863* NAD 83(1986)-  35 42 54.     (N)    111 46 24.     (W)     SCALED    
 FQ0863* NAVD 88     -      1921.153  (meters)    6302.98   (feet)  POSTED    
 FQ0863  ___________________________________________________________________
 FQ0863  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 FQ0863  DYNAMIC HT  -        1918.560 (meters)    6294.48  (feet)  COMP
 FQ0863  MODELED GRAV-     979,216.6   (mgal)                       NAVD 88
 FQ0863
 FQ0863  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0863
 FQ0863.The horizontal coordinates were scaled from a topographic map and have
 FQ0863.an estimated accuracy of +/- 6 seconds.
 FQ0863
 FQ0863.The orthometric height was determined by differential leveling
 FQ0863.and adjusted by the National Geodetic Survey in 1992..
 FQ0863.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0863.rate of 0.0 thru 1.0 mm/km.
 FQ0863
 FQ0863.The geoid height was determined by GEOID03.
 FQ0863
 FQ0863.The dynamic height is computed by dividing the NAVD 88
 FQ0863.geopotential number by the normal gravity value computed on the
 FQ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0863.degrees latitude (g = 980.6199 gals.).
 FQ0863
 FQ0863.The modeled gravity was interpolated from observed gravity values.
 FQ0863
 FQ0863;                    North         East    Units  Estimated Accuracy
 FQ0863;SPC AZ C     -   522,900.      226,330.      MT  (+/- 180 meters Scaled)
 FQ0863
 FQ0863                          SUPERSEDED SURVEY CONTROL
 FQ0863
 FQ0863.No superseded survey control is available for this station.
 FQ0863
 FQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE300526(NAD 83)
 FQ0863_MARKER: DB = BENCH MARK DISK
 FQ0863_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0863_SP_SET: ROCK OUTCROP
 FQ0863_STAMPING: 5 JRH 1959 6300
 FQ0863_MARK LOGO: USGS  
 FQ0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0863+STABILITY: POSITION/ELEVATION WELL
 FQ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0863+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0863
 FQ0863  HISTORY     - Date     Condition        Report By
 FQ0863  HISTORY     - 1959     MONUMENTED       USGS
 FQ0863
 FQ0863                          STATION DESCRIPTION
 FQ0863
 FQ0863'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0863'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0863'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0863'LOOKOUT TOWER, PROCEED 22.6 MILES SOUTH TO THE POINT OF A RIDGE, 1.7
 FQ0863'MILES SOUTHEAST OF LOCKWOOD TANK, 68 FEET WEST OF AND 13 FEET HIGHER
 FQ0863'THAN THE CENTER OF THE ROAD, IN A SMALL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0281 ***********************************************************************
 DV0281  DESIGNATION -  5 LUKE FIELD
 DV0281  PID         -  DV0281
 DV0281  STATE/COUNTY-  AZ/MARICOPA
 DV0281  USGS QUAD   -  EL MIRAGE (1982)
 DV0281
 DV0281                         *CURRENT SURVEY CONTROL
 DV0281  ___________________________________________________________________
 DV0281* NAD 83(1986)-  33 32 40.     (N)    112 21 56.     (W)     SCALED    
 DV0281* NAVD 88     -       333.99   (+/-2cm)    1095.8    (feet)  VERTCON   
 DV0281  ___________________________________________________________________
 DV0281  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0281
 DV0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0281
 DV0281.The horizontal coordinates were scaled from a topographic map and have
 DV0281.an estimated accuracy of +/- 6 seconds.
 DV0281
 DV0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0281.The vertical order pertains to the NGVD 29 superseded value.
 DV0281
 DV0281.The geoid height was determined by GEOID03.
 DV0281
 DV0281;                    North         East    Units  Estimated Accuracy
 DV0281;SPC AZ C     -   282,220.      171,670.      MT  (+/- 180 meters Scaled)
 DV0281
 DV0281                          SUPERSEDED SURVEY CONTROL
 DV0281
 DV0281  NGVD 29 (??/??/92)  333.447  (m)         1093.98   (f) ADJ UNCH    2 0
 DV0281
 DV0281.Superseded values are not recommended for survey control.
 DV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0281.See file dsdata.txt to determine how the superseded data were derived.
 DV0281
 DV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732124(NAD 83)
 DV0281_MARKER: Q = CHISELED SQUARE
 DV0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0281_SP_SET: PAVEMENT
 DV0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0281
 DV0281  HISTORY     - Date     Condition        Report By
 DV0281  HISTORY     - UNK      MONUMENTED       DOD
 DV0281  HISTORY     - 1945     GOOD             NGS
 DV0281
 DV0281                          STATION DESCRIPTION
 DV0281
 DV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0281'IN LUKE FIELD.
 DV0281'AT LUKE FIELD, MARICOPA COUNTY, ACROSS THE NORTH ANCHORAGE FROM THE
 DV0281'END OF EIGHTH STREET, 154 FEET NORTH OF THE NORTH POLE IN A ROW OF
 DV0281'POWER-TRANSMISSION-LINE POLES, IN LINE WITH THE CENTERLINE OF EIGHTH
 DV0281'STREET, ON THE TOP OF THE PAVEMENT OF THE NORTH ANCHORAGE, AND 1.2
 DV0281'FEET SOUTH OF THE NORTH EDGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1650 ***********************************************************************
 DB1650  DESIGNATION -  5 M
 DB1650  PID         -  DB1650
 DB1650  STATE/COUNTY-  AZ/YUMA
 DB1650  USGS QUAD   -  WELLTON HILLS (1982)
 DB1650
 DB1650                         *CURRENT SURVEY CONTROL
 DB1650  ___________________________________________________________________
 DB1650* NAD 83(1992)-  32 30 09.14122(N)    114 07 44.23315(W)     ADJUSTED  
 DB1650* NAVD 88     -       220.14   (+/-2cm)     722.2    (feet)  VERTCON   
 DB1650  ___________________________________________________________________
 DB1650  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DB1650  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DB1650
 DB1650  HORZ ORDER  -  THIRD
 DB1650  VERT ORDER  -  THIRD ? (See Below)
 DB1650
 DB1650.The horizontal coordinates were established by classical geodetic methods
 DB1650.and adjusted by the National Geodetic Survey in August 1993..
 DB1650
 DB1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1650.The vertical order pertains to the NGVD 29 superseded value.
 DB1650
 DB1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1650
 DB1650.The geoid height was determined by GEOID03.
 DB1650
 DB1650;                    North         East     Units Scale Factor Converg.
 DB1650;SPC AZ W     -   166,657.469   177,750.428   MT  0.99994896   -0 12 13.1
 DB1650;SPC AZ W     -   546,776.47    583,170.70   iFT  0.99994896   -0 12 13.1
 DB1650;UTM  11      - 3,599,773.953   769,744.190   MT  1.00049735   +1 32 37.1
 DB1650
 DB1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1650!SPC AZ W     -   0.99997068  x   0.99994896  =   0.99991964
 DB1650!UTM  11      -   0.99997068  x   1.00049735  =   1.00046801
 DB1650
 DB1650                          SUPERSEDED SURVEY CONTROL
 DB1650
 DB1650  NAD 83(1986)-  32 30 09.13712(N)    114 07 44.23389(W) AD(       ) 3
 DB1650  NGVD 29 (04/26/91)  219.46   (m)          720.0    (f) LEVELING    3  
 DB1650
 DB1650.Superseded values are not recommended for survey control.
 DB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1650.See file dsdata.txt to determine how the superseded data were derived.
 DB1650
 DB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6974499774(NAD 83)
 DB1650_MARKER: DD = SURVEY DISK
 DB1650_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1650
 DB1650  HISTORY     - Date     Condition        Report By
 DB1650  HISTORY     - 1964     MONUMENTED       USGS
 DB1650
 DB1650                          STATION DESCRIPTION
 DB1650
 DB1650'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1650'LOCATED ABOUT 10 MI S. OF WELLTON, ABOUT 0.5 MI SE. OF SE COR SEC
 DB1650'32 T10S R18W.
 DB1650'
 DB1650'TO REACH FROM WELLTON RR. DEPOT, GO 3 MI S. TO LARGE CANAL.  GO 4
 DB1650'MI W. TO BRIDGE, CROSS BRIDGE S.  GO 0.1 MI E. UP ON TO A LEVEE.
 DB1650'GO S. OFF LEVEE.  FOLLOW TRACK RD. 0.2 MI W.  GO 11.2 MI S. AND
 DB1650'SE. ALONG RD. TO STATION ABOUT 35 FT W. OF RD.
 DB1650'
 DB1650'STATION MARK--STANDARD BM TABLET STAMPED---5 M 1925---, IN TOP OF
 DB1650'CONCRETE POST PROJECTING 1.2 FT.
 DB1650'
 DB1650'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1437 ***********************************************************************
 CZ1437  DESIGNATION -  50
 CZ1437  PID         -  CZ1437
 CZ1437  STATE/COUNTY-  AZ/PIMA
 CZ1437  USGS QUAD   -  MARANA (1992)
 CZ1437
 CZ1437                         *CURRENT SURVEY CONTROL
 CZ1437  ___________________________________________________________________
 CZ1437* NAD 83(1986)-  32 27 43.     (N)    111 12 59.     (W)     SCALED    
 CZ1437* NAVD 88     -       604.338  (meters)    1982.73   (feet)  ADJUSTED  
 CZ1437  ___________________________________________________________________
 CZ1437  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CZ1437  DYNAMIC HT  -         603.542 (meters)    1980.12  (feet)  COMP
 CZ1437  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CZ1437
 CZ1437  VERT ORDER  -  FIRST     CLASS II
 CZ1437
 CZ1437.The horizontal coordinates were scaled from a topographic map and have
 CZ1437.an estimated accuracy of +/- 6 seconds.
 CZ1437
 CZ1437.The orthometric height was determined by differential leveling
 CZ1437.and adjusted by the National Geodetic Survey in June 1991..
 CZ1437
 CZ1437.The geoid height was determined by GEOID03.
 CZ1437
 CZ1437.The dynamic height is computed by dividing the NAVD 88
 CZ1437.geopotential number by the normal gravity value computed on the
 CZ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1437.degrees latitude (g = 980.6199 gals.).
 CZ1437
 CZ1437.The modeled gravity was interpolated from observed gravity values.
 CZ1437
 CZ1437;                    North         East    Units  Estimated Accuracy
 CZ1437;SPC AZ C     -   162,300.      279,190.      MT  (+/- 180 meters Scaled)
 CZ1437
 CZ1437                          SUPERSEDED SURVEY CONTROL
 CZ1437
 CZ1437.No superseded survey control is available for this station.
 CZ1437
 CZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA796916(NAD 83)
 CZ1437_MARKER: DB = BENCH MARK DISK
 CZ1437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1437_SP_SET: OVERPASS PIER FOUNDATION
 CZ1437_STAMPING: 50
 CZ1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1437
 CZ1437  HISTORY     - Date     Condition        Report By
 CZ1437  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1437  HISTORY     - 1980     GOOD             NGS
 CZ1437
 CZ1437                          STATION DESCRIPTION
 CZ1437
 CZ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1437'35.9 KM NW FROM TUCSON.
 CZ1437'35.9 KILOMETERS (22.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1437'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT INTERSTATE
 CZ1437'HIGHWAY 10 BRIDGE OVER MARANA ROAD, IN TOP OF THE NORTHEAST END
 CZ1437'OF THE FOOTING FOUNDATION FOR THE NORTHWEST ROW OF PIERS FOR THE
 CZ1437'WEST BOUND TRAFFIC LANE AND 0.2 METER (0.65 FOOT) ABOVE THE
 CZ1437'GROUND, 9.6 METERS (31.5 FEET) NORTHWEST OF THE CENTERLINE
 CZ1437'OF MARANA ROAD, 0.15 METER (0.5 FEET)NORTHEAST OF THE NORTHEAST
 CZ1437'EDGE OF THE NORTHEAST PIER.
 CZ1437'THE MARK IS 0.45 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1537 ***********************************************************************
 DV1537  DESIGNATION -  50 A
 DV1537  PID         -  DV1537
 DV1537  STATE/COUNTY-  AZ/MARICOPA
 DV1537  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1537
 DV1537                         *CURRENT SURVEY CONTROL
 DV1537  ___________________________________________________________________
 DV1537* NAD 83(1986)-  33 32 16.     (N)    113 09 41.     (W)     SCALED    
 DV1537* NAVD 88     -       374.25   (+/-2cm)    1227.9    (feet)  VERTCON   
 DV1537  ___________________________________________________________________
 DV1537  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1537
 DV1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1537
 DV1537.The horizontal coordinates were scaled from a topographic map and have
 DV1537.an estimated accuracy of +/- 6 seconds.
 DV1537
 DV1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1537.The vertical order pertains to the NGVD 29 superseded value.
 DV1537
 DV1537.The geoid height was determined by GEOID03.
 DV1537
 DV1537;                    North         East    Units  Estimated Accuracy
 DV1537;SPC AZ C     -   282,080.       97,760.      MT  (+/- 180 meters Scaled)
 DV1537
 DV1537                          SUPERSEDED SURVEY CONTROL
 DV1537
 DV1537  NGVD 29 (??/??/92)  373.674  (m)         1225.96   (f) ADJ UNCH    2 0
 DV1537
 DV1537.Superseded values are not recommended for survey control.
 DV1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1537.See file dsdata.txt to determine how the superseded data were derived.
 DV1537
 DV1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC993130(NAD 83)
 DV1537_MARKER: DD = SURVEY DISK
 DV1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1537_STAMPING: 50 A 1962
 DV1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1537+STABILITY: SURFACE MOTION
 DV1537
 DV1537  HISTORY     - Date     Condition        Report By
 DV1537  HISTORY     - 1962     MONUMENTED       AZHD
 DV1537
 DV1537                          STATION DESCRIPTION
 DV1537
 DV1537'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1537'31.25 MI SE FROM SALOME.
 DV1537'0.15 MILE EAST-SOUTHEAST OF Y 413 50, AN ARIZONA HIGHWAY DEPARTMETN
 DV1537'DISK STAMPED 50 A 1962. SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1537'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1537'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1000 ***********************************************************************
 FR1000  DESIGNATION -  50 EMH
 FR1000  PID         -  FR1000
 FR1000  STATE/COUNTY-  AZ/YAVAPAI
 FR1000  USGS QUAD   -  CROOKTON (1973)
 FR1000
 FR1000                         *CURRENT SURVEY CONTROL
 FR1000  ___________________________________________________________________
 FR1000* NAD 83(1986)-  35 18 10.     (N)    112 40 46.     (W)     SCALED    
 FR1000* NAVD 88     -      1731.739  (meters)    5681.55   (feet)  POSTED    
 FR1000  ___________________________________________________________________
 FR1000  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FR1000  DYNAMIC HT  -        1729.420 (meters)    5673.94  (feet)  COMP
 FR1000  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 FR1000
 FR1000  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1000
 FR1000.The horizontal coordinates were scaled from a topographic map and have
 FR1000.an estimated accuracy of +/- 6 seconds.
 FR1000
 FR1000.The orthometric height was determined by differential leveling
 FR1000.and adjusted by the National Geodetic Survey in 1992..
 FR1000.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1000.rate of 0.0 thru 1.0 mm/km.
 FR1000
 FR1000.The geoid height was determined by GEOID03.
 FR1000
 FR1000.The dynamic height is computed by dividing the NAVD 88
 FR1000.geopotential number by the normal gravity value computed on the
 FR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1000.degrees latitude (g = 980.6199 gals.).
 FR1000
 FR1000.The modeled gravity was interpolated from observed gravity values.
 FR1000
 FR1000;                    North         East    Units  Estimated Accuracy
 FR1000;SPC AZ C     -   477,430.      143,990.      MT  (+/- 180 meters Scaled)
 FR1000
 FR1000                          SUPERSEDED SURVEY CONTROL
 FR1000
 FR1000  NGVD 29 (??/??/92) 1730.81   (m)         5678.5    (f) COMPUTED    2 2
 FR1000
 FR1000.Superseded values are not recommended for survey control.
 FR1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1000.See file dsdata.txt to determine how the superseded data were derived.
 FR1000
 FR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE473079(NAD 83)
 FR1000_MARKER: DB = BENCH MARK DISK
 FR1000_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1000_SP_SET: COPPER-CLAD STEEL ROD
 FR1000_STAMPING: 50 EMH 1973 5679
 FR1000_MARK LOGO: USGS  
 FR1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1000
 FR1000  HISTORY     - Date     Condition        Report By
 FR1000  HISTORY     - 1973     MONUMENTED       USGS
 FR1000
 FR1000                          STATION DESCRIPTION
 FR1000
 FR1000'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1000'21.6 KM (13.40 MI) ENE FROM SELIGMAN.
 FR1000'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1000'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1000'THENCE 1.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1000'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 418, 309 FEET EAST OF
 FR1000'A RIGHT ANGLE JOG IN A FENCE LINE ON THE SOUTH SIDE OF THE ROAD, 255
 FR1000'FEET EAST OF A TELEPHONE LINE CROSSING, 39 FEET NORTH OF THE
 FR1000'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1000'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0493 ***********************************************************************
 DA0493  DESIGNATION -  50 GWM
 DA0493  PID         -  DA0493
 DA0493  STATE/COUNTY-  AZ/PIMA
 DA0493  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0493
 DA0493                         *CURRENT SURVEY CONTROL
 DA0493  ___________________________________________________________________
 DA0493* NAD 83(1986)-  32 28 27.     (N)    112 31 19.     (W)     SCALED    
 DA0493* NAVD 88     -       725.99   (+/-2cm)    2381.9    (feet)  VERTCON   
 DA0493  ___________________________________________________________________
 DA0493  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0493
 DA0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0493
 DA0493.The horizontal coordinates were scaled from a topographic map and have
 DA0493.an estimated accuracy of +/- 6 seconds.
 DA0493
 DA0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0493.The vertical order pertains to the NGVD 29 superseded value.
 DA0493
 DA0493.The geoid height was determined by GEOID03.
 DA0493
 DA0493;                    North         East    Units  Estimated Accuracy
 DA0493;SPC AZ C     -   163,600.      156,470.      MT  (+/- 180 meters Scaled)
 DA0493
 DA0493                          SUPERSEDED SURVEY CONTROL
 DA0493
 DA0493  NGVD 29 (??/??/92)  725.261  (m)         2379.46   (f) ADJ UNCH    2 0
 DA0493
 DA0493.Superseded values are not recommended for survey control.
 DA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0493.See file dsdata.txt to determine how the superseded data were derived.
 DA0493
 DA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA569940(NAD 83)
 DA0493_MARKER: DD = SURVEY DISK
 DA0493_SETTING: 0 = UNSPECIFIED SETTING
 DA0493_STAMPING: 50 GWM 1948 2379
 DA0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0493
 DA0493  HISTORY     - Date     Condition        Report By
 DA0493  HISTORY     - 1948     MONUMENTED       USGS
 DA0493  HISTORY     - 1961     GOOD             NGS
 DA0493
 DA0493                          STATION DESCRIPTION
 DA0493
 DA0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0493'19.75 MI W FROM VENTANA.
 DA0493'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0493'AT VENTANA.  THENCE 13.25 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0493'PIPE LINE.  OR ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA
 DA0493'AND GILA BEND RAILROAD FROM THE STATION AT AJO.  TNENCE 1.4 MILES
 DA0493'SOUTHEAST ALONG STATE HIGHWAY 85.  THENCE 22.7 MILES EAST ALONG A DIRT
 DA0493'ROAD WHICH FOLLOWS A PIPE LINE.  0.85 MILE EAST OF 2 VALVES ON THE
 DA0493'PIPE LINE, 0.3 MILE EAST OF A WASH, 31.5 FEET SOUTH OF THE CENTER LINE
 DA0493'OF THE ROAD, 31 FEET SOUTHWEST OF PIPE LINE MILEPOST NUMBER 60, 46
 DA0493'YARDS WEST OF BM Y 336, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0642 ***********************************************************************
 FP0642  DESIGNATION -  50 HLS
 FP0642  PID         -  FP0642
 FP0642  STATE/COUNTY-  AZ/APACHE
 FP0642  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0642
 FP0642                         *CURRENT SURVEY CONTROL
 FP0642  ___________________________________________________________________
 FP0642* NAD 83(1986)-  35 30 24.     (N)    109 31 40.     (W)     SCALED    
 FP0642* NAVD 88     -      1956.808  (meters)    6419.96   (feet)  ADJUSTED  
 FP0642  ___________________________________________________________________
 FP0642  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 FP0642  DYNAMIC HT  -        1954.096 (meters)    6411.06  (feet)  COMP
 FP0642  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 FP0642
 FP0642  VERT ORDER  -  SECOND    CLASS II
 FP0642
 FP0642.The horizontal coordinates were scaled from a topographic map and have
 FP0642.an estimated accuracy of +/- 6 seconds.
 FP0642
 FP0642.The orthometric height was determined by differential leveling
 FP0642.and adjusted by the National Geodetic Survey in June 1991..
 FP0642
 FP0642.The geoid height was determined by GEOID03.
 FP0642
 FP0642.The dynamic height is computed by dividing the NAVD 88
 FP0642.geopotential number by the normal gravity value computed on the
 FP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0642.degrees latitude (g = 980.6199 gals.).
 FP0642
 FP0642.The modeled gravity was interpolated from observed gravity values.
 FP0642
 FP0642;                    North         East    Units  Estimated Accuracy
 FP0642;SPC AZ E     -   499,970.      271,320.      MT  (+/- 180 meters Scaled)
 FP0642
 FP0642                          SUPERSEDED SURVEY CONTROL
 FP0642
 FP0642.No superseded survey control is available for this station.
 FP0642
 FP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335302(NAD 83)
 FP0642_MARKER: DB = BENCH MARK DISK
 FP0642_SETTING: 66 = SET IN ROCK OUTCROP
 FP0642_SP_SET: ROCK OUTCROP
 FP0642_STAMPING: 50 HLS 1970 6417
 FP0642_MARK LOGO: USGS  
 FP0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0642+STABILITY: POSITION/ELEVATION WELL
 FP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0642+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0642
 FP0642  HISTORY     - Date     Condition        Report By
 FP0642  HISTORY     - 1970     MONUMENTED       USGS
 FP0642
 FP0642                          STATION DESCRIPTION
 FP0642
 FP0642'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0642'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0642'OFFICE AT GANADO, ARIZONA), PROCEED 0.4 MILES NORTH ALONG STATE
 FP0642'HIGHWAY 63, 123 FEET WEST OF THE HIGHWAY, 51 FEET SOUTH OF A WATER
 FP0642'WELL, IN A 27 BY 15 FOOT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0349 ***********************************************************************
 DU0349  DESIGNATION -  50+00
 DU0349  PID         -  DU0349
 DU0349  STATE/COUNTY-  AZ/GILA
 DU0349  USGS QUAD   -  CHRYSOTILE (1966)
 DU0349
 DU0349                         *CURRENT SURVEY CONTROL
 DU0349  ___________________________________________________________________
 DU0349* NAD 83(1986)-  33 42 08.     (N)    110 32 43.     (W)     SCALED    
 DU0349* NAVD 88     -      1765.091  (meters)    5790.97   (feet)  ADJUSTED  
 DU0349  ___________________________________________________________________
 DU0349  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU0349  DYNAMIC HT  -        1762.538 (meters)    5782.59  (feet)  COMP
 DU0349  MODELED GRAV-     979,126.5   (mgal)                       NAVD 88
 DU0349
 DU0349  VERT ORDER  -  SECOND    CLASS 0
 DU0349
 DU0349.The horizontal coordinates were scaled from a topographic map and have
 DU0349.an estimated accuracy of +/- 6 seconds.
 DU0349
 DU0349.The orthometric height was determined by differential leveling
 DU0349.and adjusted by the National Geodetic Survey in June 1991..
 DU0349
 DU0349.The geoid height was determined by GEOID03.
 DU0349
 DU0349.The dynamic height is computed by dividing the NAVD 88
 DU0349.geopotential number by the normal gravity value computed on the
 DU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0349.degrees latitude (g = 980.6199 gals.).
 DU0349
 DU0349.The modeled gravity was interpolated from observed gravity values.
 DU0349
 DU0349;                    North         East    Units  Estimated Accuracy
 DU0349;SPC AZ E     -   299,690.      178,260.      MT  (+/- 180 meters Scaled)
 DU0349
 DU0349                          SUPERSEDED SURVEY CONTROL
 DU0349
 DU0349  NGVD 29 (??/??/92) 1764.364  (m)         5788.58   (f) ADJ UNCH    2 0
 DU0349
 DU0349.Superseded values are not recommended for survey control.
 DU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0349.See file dsdata.txt to determine how the superseded data were derived.
 DU0349
 DU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC421292(NAD 83)
 DU0349_MARKER: DD = SURVEY DISK
 DU0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0349_SP_SET: CULVERT
 DU0349_STAMPING: STA 50+00
 DU0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0349
 DU0349  HISTORY     - Date     Condition        Report By
 DU0349  HISTORY     - UNK      MONUMENTED       AZHD
 DU0349  HISTORY     - 1960     MARK NOT FOUND   NGS
 DU0349  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0349
 DU0349                          STATION DESCRIPTION
 DU0349
 DU0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0349'32.0 MI NE FROM GLOBE.
 DU0349'ABOUT 32.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA
 DU0349'COUNTY, ABOUT 1.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE
 DU0349'ROAD, AT A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD
 DU0349'WALL, AND 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  AN ARIZONA
 DU0349'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 50+00.  NOTE-- THE
 DU0349'HIGHWAY HAS BEEN CHANGED AND NO CULVERT COULD BE FOUND AT THE
 DU0349'DESCRIBED LOCATION.
 DU0349
 DU0349                          STATION RECOVERY (1966)
 DU0349
 DU0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0059 ***********************************************************************
 FQ0059  DESIGNATION -  5002
 FQ0059  PID         -  FQ0059
 FQ0059  STATE/COUNTY-  AZ/COCONINO
 FQ0059  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0059
 FQ0059                         *CURRENT SURVEY CONTROL
 FQ0059  ___________________________________________________________________
 FQ0059* NAD 83(1986)-  35 05 35.     (N)    110 55 27.     (W)     SCALED    
 FQ0059* NAVD 88     -      1525.660  (meters)    5005.44   (feet)  ADJUSTED  
 FQ0059  ___________________________________________________________________
 FQ0059  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0059  DYNAMIC HT  -        1523.629 (meters)    4998.77  (feet)  COMP
 FQ0059  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 FQ0059
 FQ0059  VERT ORDER  -  SECOND    CLASS 0
 FQ0059
 FQ0059.The horizontal coordinates were scaled from a topographic map and have
 FQ0059.an estimated accuracy of +/- 6 seconds.
 FQ0059
 FQ0059.The orthometric height was determined by differential leveling
 FQ0059.and adjusted by the National Geodetic Survey in June 1991..
 FQ0059
 FQ0059.The geoid height was determined by GEOID03.
 FQ0059
 FQ0059.The dynamic height is computed by dividing the NAVD 88
 FQ0059.geopotential number by the normal gravity value computed on the
 FQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0059.degrees latitude (g = 980.6199 gals.).
 FQ0059
 FQ0059.The modeled gravity was interpolated from observed gravity values.
 FQ0059
 FQ0059;                    North         East    Units  Estimated Accuracy
 FQ0059;SPC AZ C     -   454,350.      303,850.      MT  (+/- 180 meters Scaled)
 FQ0059
 FQ0059                          SUPERSEDED SURVEY CONTROL
 FQ0059
 FQ0059  NGVD 29 (??/??/92) 1524.860  (m)         5002.81   (f) ADJ UNCH    2 0
 FQ0059
 FQ0059.Superseded values are not recommended for survey control.
 FQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0059.See file dsdata.txt to determine how the superseded data were derived.
 FQ0059
 FQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD069833(NAD 83)
 FQ0059_MARKER: DD = SURVEY DISK
 FQ0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0059_SP_SET: BRIDGE
 FQ0059_STAMPING: ELEV. 5002.83 STA. 2278 + 70
 FQ0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0059
 FQ0059  HISTORY     - Date     Condition        Report By
 FQ0059  HISTORY     - UNK      MONUMENTED       AZDT
 FQ0059  HISTORY     - 1958     GOOD             NGS
 FQ0059  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0059
 FQ0059                          STATION DESCRIPTION
 FQ0059
 FQ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0059'14.0 MI W FROM WINSLOW.
 FQ0059'14.05 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 FQ0059'WINSLOW, 0.65 MILE EAST OF METEOR CITY TRADING POST, 23 FEET SOUTH OF
 FQ0059'THE CENTERLINE OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE SOUTH
 FQ0059'HEADWALL OF A CONCRETE BRIDGE.
 FQ0059
 FQ0059                          STATION RECOVERY (1983)
 FQ0059
 FQ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0059'THERE IS A NEW CULVERT AT THIS LOCATION AND THE MARK SHOULD BE
 FQ0059'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1123 ***********************************************************************
 ES1123  DESIGNATION -  5005.41
 ES1123  PID         -  ES1123
 ES1123  STATE/COUNTY-  AZ/NAVAJO
 ES1123  USGS QUAD   -  JOSEPH CITY (1986)
 ES1123
 ES1123                         *CURRENT SURVEY CONTROL
 ES1123  ___________________________________________________________________
 ES1123* NAD 83(1986)-  34 57 23.     (N)    110 20 28.     (W)     SCALED    
 ES1123* NAVD 88     -      1526.518  (meters)    5008.25   (feet)  ADJUSTED  
 ES1123  ___________________________________________________________________
 ES1123  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES1123  DYNAMIC HT  -        1524.466 (meters)    5001.52  (feet)  COMP
 ES1123  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 ES1123
 ES1123  VERT ORDER  -  THIRD
 ES1123
 ES1123.The horizontal coordinates were scaled from a topographic map and have
 ES1123.an estimated accuracy of +/- 6 seconds.
 ES1123
 ES1123.The orthometric height was determined by differential leveling
 ES1123.and adjusted by the National Geodetic Survey in June 1991..
 ES1123
 ES1123.The geoid height was determined by GEOID03.
 ES1123
 ES1123.The dynamic height is computed by dividing the NAVD 88
 ES1123.geopotential number by the normal gravity value computed on the
 ES1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1123.degrees latitude (g = 980.6199 gals.).
 ES1123
 ES1123.The modeled gravity was interpolated from observed gravity values.
 ES1123
 ES1123;                    North         East    Units  Estimated Accuracy
 ES1123;SPC AZ E     -   438,750.      197,430.      MT  (+/- 180 meters Scaled)
 ES1123
 ES1123                          SUPERSEDED SURVEY CONTROL
 ES1123
 ES1123  NGVD 29 (??/??/92) 1525.74   (m)         5005.7    (f) COMPUTED    3 0
 ES1123
 ES1123.Superseded values are not recommended for survey control.
 ES1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1123.See file dsdata.txt to determine how the superseded data were derived.
 ES1123
 ES1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD601684(NAD 83)
 ES1123_MARKER: DD = SURVEY DISK
 ES1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES1123_SP_SET: CONCRETE BRIDGE
 ES1123_STAMPING: 5005.41
 ES1123_MARK LOGO: AZHD  
 ES1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1123+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1970
 ES1123
 ES1123  HISTORY     - Date     Condition        Report By
 ES1123  HISTORY     - UNK      MONUMENTED       AZHD
 ES1123  HISTORY     - 19701218 GOOD             USGS
 ES1123
 ES1123                          STATION DESCRIPTION
 ES1123
 ES1123'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1123'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.3 MILES WEST
 ES1123'ALONG U.S. HIGHWAY 66 TO A CONCRETE BRIDGE OVER A WASH, 18 FEET
 ES1123'SOUTH OF THE HIGHWAY, IN THE EAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0084 ***********************************************************************
 FR0084  DESIGNATION -  5008
 FR0084  PID         -  FR0084
 FR0084  STATE/COUNTY-  AZ/YAVAPAI
 FR0084  USGS QUAD   -  MEATH SPRING (1979)
 FR0084
 FR0084                         *CURRENT SURVEY CONTROL
 FR0084  ___________________________________________________________________
 FR0084* NAD 83(1986)-  35 04 49.     (N)    112 24 22.     (W)     SCALED    
 FR0084* NAVD 88     -      1527.18   (+/-2cm)    5010.4    (feet)  VERTCON   
 FR0084  ___________________________________________________________________
 FR0084  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FR0084
 FR0084  VERT ORDER  -  ? (See Below)
 FR0084
 FR0084.The horizontal coordinates were scaled from a topographic map and have
 FR0084.an estimated accuracy of +/- 6 seconds.
 FR0084
 FR0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0084.The vertical order pertains to the NGVD 29 superseded value.
 FR0084
 FR0084.The geoid height was determined by GEOID03.
 FR0084
 FR0084;                    North         East    Units  Estimated Accuracy
 FR0084;SPC AZ C     -   452,590.      168,730.      MT  (+/- 180 meters Scaled)
 FR0084
 FR0084                          SUPERSEDED SURVEY CONTROL
 FR0084
 FR0084  NGVD 29 (??/??/92) 1526.329  (m)         5007.63   (f) ADJ UNCH    ?  
 FR0084
 FR0084.Superseded values are not recommended for survey control.
 FR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0084.See file dsdata.txt to determine how the superseded data were derived.
 FR0084
 FR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD718828(NAD 83)
 FR0084_MARKER: P = PIPE CAP
 FR0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0084
 FR0084  HISTORY     - Date     Condition        Report By
 FR0084  HISTORY     - UNK      MONUMENTED       USGS
 FR0084  HISTORY     - 1932     GOOD             NGS
 FR0084
 FR0084                          STATION DESCRIPTION
 FR0084
 FR0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0084'IN LITTLE HELL CANYON.
 FR0084'300 FEET NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0084'LITTLE HELL CANYON, YAVAPAI COUNTY, 210 FEET NORTH OF MILEPOST 13, AND
 FR0084'50 FEET EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0084'CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0326 ***********************************************************************
 GP0326  DESIGNATION -  5014.03
 GP0326  PID         -  GP0326
 GP0326  STATE/COUNTY-  AZ/COCONINO
 GP0326  USGS QUAD   -  EMMETT HILL (1985)
 GP0326
 GP0326                         *CURRENT SURVEY CONTROL
 GP0326  ___________________________________________________________________
 GP0326* NAD 83(1986)-  36 41 57.     (N)    111 55 20.     (W)     SCALED    
 GP0326* NAVD 88     -      1525.776  (meters)    5005.82   (feet)  POSTED    
 GP0326  ___________________________________________________________________
 GP0326  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GP0326  DYNAMIC HT  -        1523.950 (meters)    4999.83  (feet)  COMP
 GP0326  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 GP0326
 GP0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0326
 GP0326.The horizontal coordinates were scaled from a topographic map and have
 GP0326.an estimated accuracy of +/- 6 seconds.
 GP0326
 GP0326.The orthometric height was determined by differential leveling
 GP0326.and adjusted by the National Geodetic Survey in 1992..
 GP0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0326.rate of 0.0 thru 1.0 mm/km.
 GP0326
 GP0326.The geoid height was determined by GEOID03.
 GP0326
 GP0326.The dynamic height is computed by dividing the NAVD 88
 GP0326.geopotential number by the normal gravity value computed on the
 GP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0326.degrees latitude (g = 980.6199 gals.).
 GP0326
 GP0326.The modeled gravity was interpolated from observed gravity values.
 GP0326
 GP0326;                    North         East    Units  Estimated Accuracy
 GP0326;SPC AZ C     -   632,090.      212,860.      MT  (+/- 180 meters Scaled)
 GP0326
 GP0326                          SUPERSEDED SURVEY CONTROL
 GP0326
 GP0326  NGVD 29 (??/??/92) 1524.810  (m)         5002.65   (f) ADJ UNCH    1 2
 GP0326
 GP0326.Superseded values are not recommended for survey control.
 GP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0326.See file dsdata.txt to determine how the superseded data were derived.
 GP0326
 GP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF176618(NAD 83)
 GP0326_MARKER: DD = SURVEY DISK
 GP0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0326_SP_SET: CULVERT
 GP0326_STAMPING: 5014.03 1087+70.5 1934
 GP0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0326
 GP0326  HISTORY     - Date     Condition        Report By
 GP0326  HISTORY     - 1934     MONUMENTED       AZHD
 GP0326  HISTORY     - 1934     GOOD             NGS
 GP0326
 GP0326                          STATION DESCRIPTION
 GP0326
 GP0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0326'7.0 MI E FROM HOUSE ROCK SPRINGS.
 GP0326'7.0 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0326'COUNTY, AT AN 8- BY 12-FOOT BOX CULVERT, AND IN THE CENTER OF THE TOP
 GP0326'OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 GP0326'STANDARD DISK, STAMPED 5014.03 1087+70.5 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0268 ***********************************************************************
 GP0268  DESIGNATION -  5015.90
 GP0268  PID         -  GP0268
 GP0268  STATE/COUNTY-  AZ/COCONINO
 GP0268  USGS QUAD   -  EMMETT HILL (1985)
 GP0268
 GP0268                         *CURRENT SURVEY CONTROL
 GP0268  ___________________________________________________________________
 GP0268* NAD 83(1986)-  36 41 33.     (N)    111 53 38.     (W)     SCALED    
 GP0268* NAVD 88     -      1526.341  (meters)    5007.67   (feet)  POSTED    
 GP0268  ___________________________________________________________________
 GP0268  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 GP0268  DYNAMIC HT  -        1524.530 (meters)    5001.73  (feet)  COMP
 GP0268  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 GP0268
 GP0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0268
 GP0268.The horizontal coordinates were scaled from a topographic map and have
 GP0268.an estimated accuracy of +/- 6 seconds.
 GP0268
 GP0268.The orthometric height was determined by differential leveling
 GP0268.and adjusted by the National Geodetic Survey in 1992..
 GP0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0268.rate of 0.0 thru 1.0 mm/km.
 GP0268
 GP0268.The geoid height was determined by GEOID03.
 GP0268
 GP0268.The dynamic height is computed by dividing the NAVD 88
 GP0268.geopotential number by the normal gravity value computed on the
 GP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0268.degrees latitude (g = 980.6199 gals.).
 GP0268
 GP0268.The modeled gravity was interpolated from observed gravity values.
 GP0268
 GP0268;                    North         East    Units  Estimated Accuracy
 GP0268;SPC AZ C     -   631,350.      215,400.      MT  (+/- 180 meters Scaled)
 GP0268
 GP0268                          SUPERSEDED SURVEY CONTROL
 GP0268
 GP0268  NGVD 29 (??/??/92) 1525.381  (m)         5004.52   (f) ADJ UNCH    1 2
 GP0268
 GP0268.Superseded values are not recommended for survey control.
 GP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0268.See file dsdata.txt to determine how the superseded data were derived.
 GP0268
 GP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF201611(NAD 83)
 GP0268_MARKER: DD = SURVEY DISK
 GP0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0268_SP_SET: CULVERT
 GP0268_STAMPING: 5015.90 1003+00.0 1934
 GP0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0268
 GP0268  HISTORY     - Date     Condition        Report By
 GP0268  HISTORY     - 1934     MONUMENTED       AZHD
 GP0268  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0268
 GP0268                          STATION DESCRIPTION
 GP0268
 GP0268'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0268'8.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0268'8.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0268'COUNTY, AT A 24-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0268'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0268'DEPARTMENT STANDARD DISK, STAMPED 5015.90 1003+00.0 1934.
 GP0268
 GP0268                          STATION RECOVERY (1978)
 GP0268
 GP0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0327 ***********************************************************************
 GP0327  DESIGNATION -  5018.61
 GP0327  PID         -  GP0327
 GP0327  STATE/COUNTY-  AZ/COCONINO
 GP0327  USGS QUAD   -  EMMETT HILL (1985)
 GP0327
 GP0327                         *CURRENT SURVEY CONTROL
 GP0327  ___________________________________________________________________
 GP0327* NAD 83(1986)-  36 42 10.     (N)    111 56 22.     (W)     SCALED    
 GP0327* NAVD 88     -      1527.169  (meters)    5010.39   (feet)  POSTED    
 GP0327  ___________________________________________________________________
 GP0327  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GP0327  DYNAMIC HT  -        1525.340 (meters)    5004.39  (feet)  COMP
 GP0327  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 GP0327
 GP0327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0327
 GP0327.The horizontal coordinates were scaled from a topographic map and have
 GP0327.an estimated accuracy of +/- 6 seconds.
 GP0327
 GP0327.The orthometric height was determined by differential leveling
 GP0327.and adjusted by the National Geodetic Survey in 1992..
 GP0327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0327.rate of 0.0 thru 1.0 mm/km.
 GP0327
 GP0327.The geoid height was determined by GEOID03.
 GP0327
 GP0327.The dynamic height is computed by dividing the NAVD 88
 GP0327.geopotential number by the normal gravity value computed on the
 GP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0327.degrees latitude (g = 980.6199 gals.).
 GP0327
 GP0327.The modeled gravity was interpolated from observed gravity values.
 GP0327
 GP0327;                    North         East    Units  Estimated Accuracy
 GP0327;SPC AZ C     -   632,490.      211,330.      MT  (+/- 180 meters Scaled)
 GP0327
 GP0327                          SUPERSEDED SURVEY CONTROL
 GP0327
 GP0327  NGVD 29 (??/??/92) 1526.197  (m)         5007.20   (f) ADJ UNCH    1 2
 GP0327
 GP0327.Superseded values are not recommended for survey control.
 GP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0327.See file dsdata.txt to determine how the superseded data were derived.
 GP0327
 GP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF160623(NAD 83)
 GP0327_MARKER: DD = SURVEY DISK
 GP0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0327_SP_SET: CULVERT
 GP0327_STAMPING: 5018.61 1138+00 1934
 GP0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0327
 GP0327  HISTORY     - Date     Condition        Report By
 GP0327  HISTORY     - 1934     MONUMENTED       AZHD
 GP0327  HISTORY     - 1934     GOOD             NGS
 GP0327
 GP0327                          STATION DESCRIPTION
 GP0327
 GP0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0327'6.0 MI E FROM HOUSE ROCK SPRINGS.
 GP0327'6.0 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0327'COUNTY, AT A 24-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0327'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0327'DEPARTMENT STANDARD DISK, STAMPED 5018.61 1138+00 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0777 ***********************************************************************
 ES0777  DESIGNATION -  5021.37
 ES0777  PID         -  ES0777
 ES0777  STATE/COUNTY-  AZ/NAVAJO
 ES0777  USGS QUAD   -  HOLBROOK (1986)
 ES0777
 ES0777                         *CURRENT SURVEY CONTROL
 ES0777  ___________________________________________________________________
 ES0777* NAD 83(1986)-  34 54 28.     (N)    110 12 42.     (W)     SCALED    
 ES0777* NAVD 88     -      1561.831  (meters)    5124.11   (feet)  ADJUSTED  
 ES0777  ___________________________________________________________________
 ES0777  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0777  DYNAMIC HT  -        1559.698 (meters)    5117.11  (feet)  COMP
 ES0777  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 ES0777
 ES0777  VERT ORDER  -  FIRST     CLASS II
 ES0777
 ES0777.The horizontal coordinates were scaled from a topographic map and have
 ES0777.an estimated accuracy of +/- 6 seconds.
 ES0777
 ES0777.The orthometric height was determined by differential leveling
 ES0777.and adjusted by the National Geodetic Survey in June 1991..
 ES0777
 ES0777.The geoid height was determined by GEOID03.
 ES0777
 ES0777.The dynamic height is computed by dividing the NAVD 88
 ES0777.geopotential number by the normal gravity value computed on the
 ES0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0777.degrees latitude (g = 980.6199 gals.).
 ES0777
 ES0777.The modeled gravity was interpolated from observed gravity values.
 ES0777
 ES0777;                    North         East    Units  Estimated Accuracy
 ES0777;SPC AZ E     -   433,350.      209,250.      MT  (+/- 180 meters Scaled)
 ES0777
 ES0777                          SUPERSEDED SURVEY CONTROL
 ES0777
 ES0777.No superseded survey control is available for this station.
 ES0777
 ES0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD720631(NAD 83)
 ES0777_MARKER: DB = BENCH MARK DISK
 ES0777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0777_SP_SET: ABUTMENT
 ES0777_STAMPING: EL. 5021.37 1977
 ES0777_MARK LOGO: AZDT  
 ES0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0777
 ES0777  HISTORY     - Date     Condition        Report By
 ES0777  HISTORY     - 1977     MONUMENTED       AZDT
 ES0777  HISTORY     - 1983     GOOD             NGS
 ES0777
 ES0777                          STATION DESCRIPTION
 ES0777
 ES0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0777'5.3 KM (3.3 MI) WEST FROM HOLBROOK.
 ES0777'5.3 KM (3.3 MI) WEST ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40
 ES0777'FROM THE POST OFFICE IN HOLBROOK, IN TOP OF AND 0.2 METER (0.7 FT)
 ES0777'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE PERKING
 ES0777'VALLEY ROAD OVERPASS OF THE HIGHWAY, 23.4 METERS (76.8 FT) SOUTH OF
 ES0777'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 4.3 METERS
 ES0777'(14.1 FT) EAST OF THE CENTERLINE OF THE ROAD AND 2.8 METERS (9.2 FT)
 ES0777'NORTH OF THE SOUTH END OF THE BRIDGE.
 ES0777'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0062 ***********************************************************************
 ES0062  DESIGNATION -  5027.12
 ES0062  PID         -  ES0062
 ES0062  STATE/COUNTY-  AZ/NAVAJO
 ES0062  USGS QUAD   -  JOSEPH CITY (1986)
 ES0062
 ES0062                         *CURRENT SURVEY CONTROL
 ES0062  ___________________________________________________________________
 ES0062* NAD 83(1986)-  34 57 16.     (N)    110 18 58.     (W)     SCALED    
 ES0062* NAVD 88     -      1533.103  (meters)    5029.86   (feet)  ADJUSTED  
 ES0062  ___________________________________________________________________
 ES0062  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0062  DYNAMIC HT  -        1531.032 (meters)    5023.06  (feet)  COMP
 ES0062  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 ES0062
 ES0062  VERT ORDER  -  SECOND    CLASS 0
 ES0062
 ES0062.The horizontal coordinates were scaled from a topographic map and have
 ES0062.an estimated accuracy of +/- 6 seconds.
 ES0062
 ES0062.The orthometric height was determined by differential leveling
 ES0062.and adjusted by the National Geodetic Survey in June 1991..
 ES0062
 ES0062.The geoid height was determined by GEOID03.
 ES0062
 ES0062.The dynamic height is computed by dividing the NAVD 88
 ES0062.geopotential number by the normal gravity value computed on the
 ES0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0062.degrees latitude (g = 980.6199 gals.).
 ES0062
 ES0062.The modeled gravity was interpolated from observed gravity values.
 ES0062
 ES0062;                    North         East    Units  Estimated Accuracy
 ES0062;SPC AZ E     -   438,530.      199,710.      MT  (+/- 180 meters Scaled)
 ES0062
 ES0062                          SUPERSEDED SURVEY CONTROL
 ES0062
 ES0062  NGVD 29 (??/??/92) 1532.325  (m)         5027.30   (f) ADJ UNCH    2 0
 ES0062
 ES0062.Superseded values are not recommended for survey control.
 ES0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0062.See file dsdata.txt to determine how the superseded data were derived.
 ES0062
 ES0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD624682(NAD 83)
 ES0062_MARKER: DD = SURVEY DISK
 ES0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0062_SP_SET: BRIDGE
 ES0062_STAMPING: 5027.12 1154-05
 ES0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0062
 ES0062  HISTORY     - Date     Condition        Report By
 ES0062  HISTORY     - UNK      MONUMENTED       AZHD
 ES0062  HISTORY     - 1959     GOOD             NGS
 ES0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0062
 ES0062                          STATION DESCRIPTION
 ES0062
 ES0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0062'0.1 MI E FROM JOSEPH CITY.
 ES0062'1.0 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0062'CITY, NAVAJO COUNTY, 41 FEET SOUTH OF TELEPHONE NUMBER 8126, 24 FEET
 ES0062'NORTH OF THE CENTER OF THE HIGHWAY, AND CEMENTED IN THE CENTER OF THE
 ES0062'NORTH HEADWALL OF A 15-FOOT CONCRETE BRIDGE.
 ES0062
 ES0062                          STATION RECOVERY (1983)
 ES0062
 ES0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1142 ***********************************************************************
 DA1142  DESIGNATION -  503 09
 DA1142  PID         -  DA1142
 DA1142  STATE/COUNTY-  AZ/YUMA
 DA1142  USGS QUAD   -  MOHAWK (1982)
 DA1142
 DA1142                         *CURRENT SURVEY CONTROL
 DA1142  ___________________________________________________________________
 DA1142* NAD 83(1986)-  32 43 30.     (N)    113 46 13.     (W)     SCALED    
 DA1142* NAVD 88     -       154.055  (meters)     505.43   (feet)  ADJUSTED  
 DA1142  ___________________________________________________________________
 DA1142  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DA1142  DYNAMIC HT  -         153.882 (meters)     504.86  (feet)  COMP
 DA1142  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DA1142
 DA1142  VERT ORDER  -  FIRST     CLASS II
 DA1142
 DA1142.The horizontal coordinates were scaled from a topographic map and have
 DA1142.an estimated accuracy of +/- 6 seconds.
 DA1142
 DA1142.The orthometric height was determined by differential leveling
 DA1142.and adjusted by the National Geodetic Survey in June 1991..
 DA1142
 DA1142.The geoid height was determined by GEOID03.
 DA1142
 DA1142.The dynamic height is computed by dividing the NAVD 88
 DA1142.geopotential number by the normal gravity value computed on the
 DA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1142.degrees latitude (g = 980.6199 gals.).
 DA1142
 DA1142.The modeled gravity was interpolated from observed gravity values.
 DA1142
 DA1142;                    North         East    Units  Estimated Accuracy
 DA1142;SPC AZ W     -   191,260.      211,460.      MT  (+/- 180 meters Scaled)
 DA1142
 DA1142                          SUPERSEDED SURVEY CONTROL
 DA1142
 DA1142  NGVD 29 (??/??/92)  153.403  (m)          503.29   (f) ADJ UNCH    1 2
 DA1142
 DA1142.Superseded values are not recommended for survey control.
 DA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1142.See file dsdata.txt to determine how the superseded data were derived.
 DA1142
 DA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB403241(NAD 83)
 DA1142_MARKER: DD = SURVEY DISK
 DA1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1142_SP_SET: BRIDGE
 DA1142_STAMPING: 503-09
 DA1142_MARK LOGO: AZHD  
 DA1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1142
 DA1142  HISTORY     - Date     Condition        Report By
 DA1142  HISTORY     - UNK      MONUMENTED       AZHD
 DA1142  HISTORY     - 1960     GOOD             NGS
 DA1142  HISTORY     - 1981     GOOD             NGS
 DA1142  HISTORY     - 1981     GOOD             NGS
 DA1142
 DA1142                          STATION DESCRIPTION
 DA1142
 DA1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1142'1.0 MI W FROM MOHAWK.
 DA1142'1.0 MILE WEST ON U.S. HIGHWAY 80 FROM MOHAWK TO A CONCRETE BRIDGE, 310
 DA1142'FEET SOUTH OF B.M. R 322, SET IN A DRILL HOLE IN THE NORTH CURB OF A
 DA1142'CONCRETE BRIDGE.
 DA1142
 DA1142                          STATION RECOVERY (1981)
 DA1142
 DA1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1142'17.4 KM (10.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1142'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1142'HIGHWAY BRIDGE, 94.5 M (310 FT) SOUTHEAST OF BENCH MARK R 322, 7.0 M
 DA1142'(23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (9.0 FT)
 DA1142'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1142'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 DA1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1142
 DA1142                          STATION RECOVERY (1981)
 DA1142
 DA1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1142'17.4 KM (10.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1142'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1142'HIGHWAY BRIDGE, 94.5 M (310 FT) SOUTHEAST OF BENCH MARK R 322, 7.0 M
 DA1142'(23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (9.0 FT)
 DA1142'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1142'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 DA1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0329 ***********************************************************************
 GP0329  DESIGNATION -  5034.52
 GP0329  PID         -  GP0329
 GP0329  STATE/COUNTY-  AZ/COCONINO
 GP0329  USGS QUAD   -  EMMETT HILL (1985)
 GP0329
 GP0329                         *CURRENT SURVEY CONTROL
 GP0329  ___________________________________________________________________
 GP0329* NAD 83(1986)-  36 42 20.     (N)    111 56 53.     (W)     SCALED    
 GP0329* NAVD 88     -      1532.014  (meters)    5026.28   (feet)  POSTED    
 GP0329  ___________________________________________________________________
 GP0329  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 GP0329  DYNAMIC HT  -        1530.180 (meters)    5020.27  (feet)  COMP
 GP0329  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 GP0329
 GP0329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0329
 GP0329.The horizontal coordinates were scaled from a topographic map and have
 GP0329.an estimated accuracy of +/- 6 seconds.
 GP0329
 GP0329.The orthometric height was determined by differential leveling
 GP0329.and adjusted by the National Geodetic Survey in 1992..
 GP0329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0329.rate of 0.0 thru 1.0 mm/km.
 GP0329
 GP0329.The geoid height was determined by GEOID03.
 GP0329
 GP0329.The dynamic height is computed by dividing the NAVD 88
 GP0329.geopotential number by the normal gravity value computed on the
 GP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0329.degrees latitude (g = 980.6199 gals.).
 GP0329
 GP0329.The modeled gravity was interpolated from observed gravity values.
 GP0329
 GP0329;                    North         East    Units  Estimated Accuracy
 GP0329;SPC AZ C     -   632,800.      210,560.      MT  (+/- 180 meters Scaled)
 GP0329
 GP0329                          SUPERSEDED SURVEY CONTROL
 GP0329
 GP0329  NGVD 29 (??/??/92) 1531.035  (m)         5023.07   (f) ADJ UNCH    1 2
 GP0329
 GP0329.Superseded values are not recommended for survey control.
 GP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0329.See file dsdata.txt to determine how the superseded data were derived.
 GP0329
 GP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF153626(NAD 83)
 GP0329_MARKER: DD = SURVEY DISK
 GP0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0329_SP_SET: CULVERT
 GP0329_STAMPING: 5034.52 1167+00 1934
 GP0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0329
 GP0329  HISTORY     - Date     Condition        Report By
 GP0329  HISTORY     - 1934     MONUMENTED       AZHD
 GP0329  HISTORY     - 1934     GOOD             NGS
 GP0329
 GP0329                          STATION DESCRIPTION
 GP0329
 GP0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0329'5.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0329'5.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0329'COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0329'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0329'DEPARTMENT STANDARD DISK, STAMPED 5034.52 1167+00 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0066 ***********************************************************************
 ES0066  DESIGNATION -  5035 X 44
 ES0066  PID         -  ES0066
 ES0066  STATE/COUNTY-  AZ/NAVAJO
 ES0066  USGS QUAD   -  JOSEPH CITY (1986)
 ES0066
 ES0066                         *CURRENT SURVEY CONTROL
 ES0066  ___________________________________________________________________
 ES0066* NAD 83(1986)-  34 56 39.     (N)    110 17 43.     (W)     SCALED    
 ES0066* NAVD 88     -      1535.668  (meters)    5038.27   (feet)  ADJUSTED  
 ES0066  ___________________________________________________________________
 ES0066  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0066  DYNAMIC HT  -        1533.584 (meters)    5031.43  (feet)  COMP
 ES0066  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 ES0066
 ES0066  VERT ORDER  -  SECOND    CLASS 0
 ES0066
 ES0066.The horizontal coordinates were scaled from a topographic map and have
 ES0066.an estimated accuracy of +/- 6 seconds.
 ES0066
 ES0066.The orthometric height was determined by differential leveling
 ES0066.and adjusted by the National Geodetic Survey in June 1991..
 ES0066
 ES0066.The geoid height was determined by GEOID03.
 ES0066
 ES0066.The dynamic height is computed by dividing the NAVD 88
 ES0066.geopotential number by the normal gravity value computed on the
 ES0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0066.degrees latitude (g = 980.6199 gals.).
 ES0066
 ES0066.The modeled gravity was interpolated from observed gravity values.
 ES0066
 ES0066;                    North         East    Units  Estimated Accuracy
 ES0066;SPC AZ E     -   437,390.      201,610.      MT  (+/- 180 meters Scaled)
 ES0066
 ES0066                          SUPERSEDED SURVEY CONTROL
 ES0066
 ES0066  NGVD 29 (??/??/92) 1534.877  (m)         5035.68   (f) ADJ UNCH    2 0
 ES0066
 ES0066.Superseded values are not recommended for survey control.
 ES0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0066.See file dsdata.txt to determine how the superseded data were derived.
 ES0066
 ES0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD643670(NAD 83)
 ES0066_MARKER: DD = SURVEY DISK
 ES0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0066_SP_SET: BRIDGE
 ES0066_STAMPING: 5035X44 1228-77
 ES0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0066
 ES0066  HISTORY     - Date     Condition        Report By
 ES0066  HISTORY     - UNK      MONUMENTED       AZHD
 ES0066  HISTORY     - 1959     GOOD             NGS
 ES0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0066
 ES0066                          STATION DESCRIPTION
 ES0066
 ES0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0066'2.5 MI E FROM JOSEPH CITY.
 ES0066'2.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0066'CITY, NAVAJO COUNTY, 0.25 MILE WEST OF MILEPOST 298, 22 FEET SOUTH OF
 ES0066'THE CENTERLINE OF THE HIGHWAY, 2.5 FEET WEST OF THE EAST END OF THE
 ES0066'SOUTH HEADWALL OF A CONCRETE BRIDGE OVER TANNER WASH.
 ES0066
 ES0066                          STATION RECOVERY (1983)
 ES0066
 ES0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0003 ***********************************************************************
 EU0003  DESIGNATION -  504
 EU0003  PID         -  EU0003
 EU0003  STATE/COUNTY-  AZ/MOHAVE
 EU0003  USGS QUAD   -  TOPOCK (1970)
 EU0003
 EU0003                         *CURRENT SURVEY CONTROL
 EU0003  ___________________________________________________________________
 EU0003* NAD 83(1986)-  34 43 03.     (N)    114 29 09.     (W)     SCALED    
 EU0003* NAVD 88     -       154.45   (+/-2cm)     506.7    (feet)  VERTCON   
 EU0003  ___________________________________________________________________
 EU0003  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0003
 EU0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0003
 EU0003.The horizontal coordinates were scaled from a topographic map and have
 EU0003.an estimated accuracy of +/- 6 seconds.
 EU0003
 EU0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0003.The vertical order pertains to the NGVD 29 superseded value.
 EU0003
 EU0003.The geoid height was determined by GEOID03.
 EU0003
 EU0003;                    North         East    Units  Estimated Accuracy
 EU0003;SPC AZ W     -   412,500.      145,960.      MT  (+/- 180 meters Scaled)
 EU0003
 EU0003                          SUPERSEDED SURVEY CONTROL
 EU0003
 EU0003  NGVD 29 (??/??/??)  153.803  (m)          504.60   (f) ADJUSTED    1 2
 EU0003
 EU0003.Superseded values are not recommended for survey control.
 EU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0003.See file dsdata.txt to determine how the superseded data were derived.
 EU0003
 EU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU302445(NAD 83)
 EU0003_MARKER: DD = SURVEY DISK
 EU0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0003_SP_SET: BRIDGE SEAT
 EU0003_STAMPING: 504.602 Y
 EU0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0003
 EU0003  HISTORY     - Date     Condition        Report By
 EU0003  HISTORY     - UNK      MONUMENTED       USGS
 EU0003  HISTORY     - 1961     GOOD             NGS
 EU0003
 EU0003                          STATION DESCRIPTION
 EU0003
 EU0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0003'AT TOPOCK.
 EU0003'SET IN TOP OF THE STONE BRIDGE SEAT AT THE EAST END OF U.S.
 EU0003'HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK, 1.5 FEET
 EU0003'EAST OF THE WEST EDGE OF THE BRIDGE SEAT, 1.5 FEET NORTH OF THE
 EU0003'SOUTH EDGE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 EU0003'NOTE-- THIS BRIDGE WAS FORMERLY THE ATCHISON TOPEKA AND SANTA
 EU0003'FE RAILWAY BRIDGE, IT WAS MADE INTO A HIGHWAY BRIDGE WHEN THE
 EU0003'RAILWAY WAS RELOCATED.  THE MARK APPEARS TO BE IN GOOD CONDITION
 EU0003'BUT A LEVEL ROD CAN NOT BE HELD ON IT AS IT IS ABOUT 3 FEET
 EU0003'BELOW THE BRIDGE PAVEMENT.  THE MARK CAN BE LEVELED TO BY USING
 EU0003'A TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0068 ***********************************************************************
 ES0068  DESIGNATION -  5040 X 10
 ES0068  PID         -  ES0068
 ES0068  STATE/COUNTY-  AZ/NAVAJO
 ES0068  USGS QUAD   -  JOSEPH CITY (1986)
 ES0068
 ES0068                         *CURRENT SURVEY CONTROL
 ES0068  ___________________________________________________________________
 ES0068* NAD 83(1986)-  34 55 45.     (N)    110 16 07.     (W)     SCALED    
 ES0068* NAVD 88     -      1537.107  (meters)    5042.99   (feet)  ADJUSTED  
 ES0068  ___________________________________________________________________
 ES0068  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0068  DYNAMIC HT  -        1535.011 (meters)    5036.12  (feet)  COMP
 ES0068  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 ES0068
 ES0068  VERT ORDER  -  SECOND    CLASS 0
 ES0068
 ES0068.The horizontal coordinates were scaled from a topographic map and have
 ES0068.an estimated accuracy of +/- 6 seconds.
 ES0068
 ES0068.The orthometric height was determined by differential leveling
 ES0068.and adjusted by the National Geodetic Survey in June 1991..
 ES0068
 ES0068.The geoid height was determined by GEOID03.
 ES0068
 ES0068.The dynamic height is computed by dividing the NAVD 88
 ES0068.geopotential number by the normal gravity value computed on the
 ES0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0068.degrees latitude (g = 980.6199 gals.).
 ES0068
 ES0068.The modeled gravity was interpolated from observed gravity values.
 ES0068
 ES0068;                    North         East    Units  Estimated Accuracy
 ES0068;SPC AZ E     -   435,720.      204,050.      MT  (+/- 180 meters Scaled)
 ES0068
 ES0068                          SUPERSEDED SURVEY CONTROL
 ES0068
 ES0068  NGVD 29 (??/??/92) 1536.304  (m)         5040.36   (f) ADJ UNCH    2 0
 ES0068
 ES0068.Superseded values are not recommended for survey control.
 ES0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0068.See file dsdata.txt to determine how the superseded data were derived.
 ES0068
 ES0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD667654(NAD 83)
 ES0068_MARKER: DD = SURVEY DISK
 ES0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0068_SP_SET: BRIDGE
 ES0068_STAMPING: 5040X10 1330X99 1954
 ES0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0068
 ES0068  HISTORY     - Date     Condition        Report By
 ES0068  HISTORY     - 1954     MONUMENTED       AZHD
 ES0068  HISTORY     - 1959     GOOD             NGS
 ES0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0068
 ES0068                          STATION DESCRIPTION
 ES0068
 ES0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0068'4.55 MI E FROM JOSEPH CITY.
 ES0068'4.55 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0068'CITY, NAVAJO COUNTY, 0.3 MILE WEST OF MILEPOST 300, 20 FEET NORTH OF
 ES0068'THE CENTER OF THE WESTBOUND LANE, CEMENTED IN THE CENTER OF THE NORTH
 ES0068'HEADWALL OF A 38-FOOT CONCRETE BRIDGE.
 ES0068
 ES0068                          STATION RECOVERY (1983)
 ES0068
 ES0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0077 ***********************************************************************
 ES0077  DESIGNATION -  5064.86
 ES0077  PID         -  ES0077
 ES0077  STATE/COUNTY-  AZ/NAVAJO
 ES0077  USGS QUAD   -  HOLBROOK (1986)
 ES0077
 ES0077                         *CURRENT SURVEY CONTROL
 ES0077  ___________________________________________________________________
 ES0077* NAD 83(1986)-  34 54 20.     (N)    110 12 00.     (W)     SCALED    
 ES0077* NAVD 88     -      1544.784  (meters)    5068.18   (feet)  ADJUSTED  
 ES0077  ___________________________________________________________________
 ES0077  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0077  DYNAMIC HT  -        1542.672 (meters)    5061.25  (feet)  COMP
 ES0077  MODELED GRAV-     979,213.2   (mgal)                       NAVD 88
 ES0077
 ES0077  VERT ORDER  -  SECOND    CLASS 0
 ES0077
 ES0077.The horizontal coordinates were scaled from a topographic map and have
 ES0077.an estimated accuracy of +/- 6 seconds.
 ES0077
 ES0077.The orthometric height was determined by differential leveling
 ES0077.and adjusted by the National Geodetic Survey in June 1991..
 ES0077
 ES0077.The geoid height was determined by GEOID03.
 ES0077
 ES0077.The dynamic height is computed by dividing the NAVD 88
 ES0077.geopotential number by the normal gravity value computed on the
 ES0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0077.degrees latitude (g = 980.6199 gals.).
 ES0077
 ES0077.The modeled gravity was interpolated from observed gravity values.
 ES0077
 ES0077;                    North         East    Units  Estimated Accuracy
 ES0077;SPC AZ E     -   433,100.      210,310.      MT  (+/- 180 meters Scaled)
 ES0077
 ES0077                          SUPERSEDED SURVEY CONTROL
 ES0077
 ES0077  NGVD 29 (??/??/92) 1543.974  (m)         5065.52   (f) ADJ UNCH    2 0
 ES0077
 ES0077.Superseded values are not recommended for survey control.
 ES0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0077.See file dsdata.txt to determine how the superseded data were derived.
 ES0077
 ES0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD730628(NAD 83)
 ES0077_MARKER: DD = SURVEY DISK
 ES0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0077_SP_SET: BRIDGE
 ES0077_STAMPING: 5064.86 1952
 ES0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0077
 ES0077  HISTORY     - Date     Condition        Report By
 ES0077  HISTORY     - 1952     MONUMENTED       AZHD
 ES0077  HISTORY     - 1959     GOOD             NGS
 ES0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0077
 ES0077                          STATION DESCRIPTION
 ES0077
 ES0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0077'2.5 MI W FROM HOLBROOK.
 ES0077'2.5 MILES WEST ALONG U.S. HIGHWAY 66 WHICH IS 1/2 BLOCK NORTH OF THE
 ES0077'POST OFFICE AT HOLBROOK, NAVAJO COUNTY, 16 FEET SOUTH OF THE CENTER OF
 ES0077'THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE SOUTH HEADWALL, AND 2 FEET
 ES0077'WEST OF THE EAST END OF A LARGE CONCRETE BRIDGE OVER LEROUX WASH.
 ES0077
 ES0077                          STATION RECOVERY (1983)
 ES0077
 ES0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0073 ***********************************************************************
 ES0073  DESIGNATION -  5065 X 16
 ES0073  PID         -  ES0073
 ES0073  STATE/COUNTY-  AZ/NAVAJO
 ES0073  USGS QUAD   -  HOLBROOK (1986)
 ES0073
 ES0073                         *CURRENT SURVEY CONTROL
 ES0073  ___________________________________________________________________
 ES0073* NAD 83(1986)-  34 54 35.     (N)    110 14 02.     (W)     SCALED    
 ES0073* NAVD 88     -      1544.772  (meters)    5068.14   (feet)  ADJUSTED  
 ES0073  ___________________________________________________________________
 ES0073  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0073  DYNAMIC HT  -        1542.661 (meters)    5061.21  (feet)  COMP
 ES0073  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0073
 ES0073  VERT ORDER  -  SECOND    CLASS 0
 ES0073
 ES0073.The horizontal coordinates were scaled from a topographic map and have
 ES0073.an estimated accuracy of +/- 6 seconds.
 ES0073
 ES0073.The orthometric height was determined by differential leveling
 ES0073.and adjusted by the National Geodetic Survey in June 1991..
 ES0073
 ES0073.The geoid height was determined by GEOID03.
 ES0073
 ES0073.The dynamic height is computed by dividing the NAVD 88
 ES0073.geopotential number by the normal gravity value computed on the
 ES0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0073.degrees latitude (g = 980.6199 gals.).
 ES0073
 ES0073.The modeled gravity was interpolated from observed gravity values.
 ES0073
 ES0073;                    North         East    Units  Estimated Accuracy
 ES0073;SPC AZ E     -   433,560.      207,220.      MT  (+/- 180 meters Scaled)
 ES0073
 ES0073                          SUPERSEDED SURVEY CONTROL
 ES0073
 ES0073  NGVD 29 (??/??/92) 1543.960  (m)         5065.48   (f) ADJ UNCH    2 0
 ES0073
 ES0073.Superseded values are not recommended for survey control.
 ES0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0073.See file dsdata.txt to determine how the superseded data were derived.
 ES0073
 ES0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD699632(NAD 83)
 ES0073_MARKER: DD = SURVEY DISK
 ES0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0073_SP_SET: BRIDGE
 ES0073_STAMPING: 5065X16 1460X11 1954
 ES0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0073
 ES0073  HISTORY     - Date     Condition        Report By
 ES0073  HISTORY     - 1954     MONUMENTED       AZHD
 ES0073  HISTORY     - 1959     GOOD             NGS
 ES0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0073
 ES0073                          STATION DESCRIPTION
 ES0073
 ES0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0073'3.6 MI W FROM HOLBROOK.
 ES0073'3.6 MILES WEST ALONG U.S. HIGHWAY 66 WHICH IS 1/2 BLOCK OF THE POST
 ES0073'OFFICE AT HOLBROOK, NAVAJO COUNTY, 0.2 MILE EAST OF MILEPOST 302, 20
 ES0073'FEET NORTH OF THE GUARD RAIL, CEMENTED IN THE CENTER OF A CONCRETE
 ES0073'BRIDGE OVER A LARGE WASH, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
 ES0073
 ES0073                          STATION RECOVERY (1983)
 ES0073
 ES0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0126 ***********************************************************************
 ET0126  DESIGNATION -  5066
 ET0126  PID         -  ET0126
 ET0126  STATE/COUNTY-  AZ/YAVAPAI
 ET0126  USGS QUAD   -  HUMBOLDT (1973)
 ET0126
 ET0126                         *CURRENT SURVEY CONTROL
 ET0126  ___________________________________________________________________
 ET0126* NAD 83(1986)-  34 32 37.     (N)    112 11 05.     (W)     SCALED    
 ET0126* NAVD 88     -      1547.48   (+/-2cm)    5077.0    (feet)  VERTCON   
 ET0126  ___________________________________________________________________
 ET0126  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0126
 ET0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0126
 ET0126.The horizontal coordinates were scaled from a topographic map and have
 ET0126.an estimated accuracy of +/- 6 seconds.
 ET0126
 ET0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0126.The vertical order pertains to the NGVD 29 superseded value.
 ET0126
 ET0126.The geoid height was determined by GEOID03.
 ET0126
 ET0126;                    North         East    Units  Estimated Accuracy
 ET0126;SPC AZ C     -   392,980.      188,760.      MT  (+/- 180 meters Scaled)
 ET0126
 ET0126                          SUPERSEDED SURVEY CONTROL
 ET0126
 ET0126  NGVD 29 (??/??/92) 1546.654  (m)         5074.31   (f) ADJ UNCH    2 0
 ET0126
 ET0126.Superseded values are not recommended for survey control.
 ET0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0126.See file dsdata.txt to determine how the superseded data were derived.
 ET0126
 ET0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD912230(NAD 83)
 ET0126_MARKER: P = PIPE CAP
 ET0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0126_STAMPING: 5066 PRACT
 ET0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0126
 ET0126  HISTORY     - Date     Condition        Report By
 ET0126  HISTORY     - UNK      MONUMENTED       USGS
 ET0126  HISTORY     - 1935     GOOD             NGS
 ET0126
 ET0126                          STATION DESCRIPTION
 ET0126
 ET0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0126'4.0 MI E FROM DEWEY.
 ET0126'ABOUT 4.0 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI COUNTY,
 ET0126'AT THE TOP OF A RIDGE, AT THE INTERSECTION OF A ROAD, 80 FEET SOUTH OF
 ET0126'THE CENTER LINE OF THE EAST-AND -WEST ROAD, AND 30 FEET EAST OF THE
 ET0126'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND RIVETED ON TOP OF A
 ET0126'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0240 ***********************************************************************
 FR0240  DESIGNATION -  5067.25
 FR0240  PID         -  FR0240
 FR0240  STATE/COUNTY-  AZ/YAVAPAI
 FR0240  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0240
 FR0240                         *CURRENT SURVEY CONTROL
 FR0240  ___________________________________________________________________
 FR0240* NAD 83(1986)-  35 14 22.     (N)    112 36 32.     (W)     SCALED    
 FR0240* NAVD 88     -      1545.114  (meters)    5069.26   (feet)  ADJUSTED  
 FR0240  ___________________________________________________________________
 FR0240  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FR0240  DYNAMIC HT  -        1543.079 (meters)    5062.59  (feet)  COMP
 FR0240  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 FR0240
 FR0240  VERT ORDER  -  FIRST     CLASS II
 FR0240
 FR0240.The horizontal coordinates were scaled from a topographic map and have
 FR0240.an estimated accuracy of +/- 6 seconds.
 FR0240
 FR0240.The orthometric height was determined by differential leveling
 FR0240.and adjusted by the National Geodetic Survey in June 1991..
 FR0240
 FR0240.The geoid height was determined by GEOID03.
 FR0240
 FR0240.The dynamic height is computed by dividing the NAVD 88
 FR0240.geopotential number by the normal gravity value computed on the
 FR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0240.degrees latitude (g = 980.6199 gals.).
 FR0240
 FR0240.The modeled gravity was interpolated from observed gravity values.
 FR0240
 FR0240;                    North         East    Units  Estimated Accuracy
 FR0240;SPC AZ C     -   470,360.      150,360.      MT  (+/- 180 meters Scaled)
 FR0240
 FR0240                          SUPERSEDED SURVEY CONTROL
 FR0240
 FR0240  NGVD 29 (??/??/92) 1544.223  (m)         5066.34   (f) ADJ UNCH    1 2
 FR0240
 FR0240.Superseded values are not recommended for survey control.
 FR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0240.See file dsdata.txt to determine how the superseded data were derived.
 FR0240
 FR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE536007(NAD 83)
 FR0240_MARKER: DD = SURVEY DISK
 FR0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0240_STAMPING: 5067.25 416 292
 FR0240_MARK LOGO: AZHD  
 FR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0240+STABILITY: SURFACE MOTION
 FR0240
 FR0240  HISTORY     - Date     Condition        Report By
 FR0240  HISTORY     - UNK      MONUMENTED       AZHD
 FR0240  HISTORY     - 1973     GOOD             USGS
 FR0240  HISTORY     - 1982     GOOD             NGS
 FR0240
 FR0240                          STATION DESCRIPTION
 FR0240
 FR0240'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0240'7.8 MI W FROM ASH FORK.
 FR0240'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0240'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO THE
 FR0240'CROOKTON OVERPASS, THENCE 1.6 MILES NORTHWEST ON OLD US HWY. 66.  40
 FR0240'FT. WEST OF MILE POST 157, SET IN TOP AND CENTER OF A 45 FT. CONCRETE
 FR0240'BRIDGE, 18 FT. SOUTH OF THE CENTER OF AND ABOUT LEVEL WITH THE ROAD.
 FR0240
 FR0240                          STATION RECOVERY (1982)
 FR0240
 FR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0240'26.2 KM (16.3 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0240'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF THE CENTER OF THE
 FR0240'SOUTHWEST CURB OF THE BRIDGE OVER PINEVETA WASH, 6.7 METERS (22 FT)
 FR0240'NORTHWEST OF THE SOUTHEAST END OF THE CURB, 5.4 METERS (18 FT)
 FR0240'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--THE BRIDGE IS ON
 FR0240'BEDROCK.
 FR0240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0157 ***********************************************************************
 GQ0157  DESIGNATION -  508+50
 GQ0157  PID         -  GQ0157
 GQ0157  STATE/COUNTY-  AZ/MOHAVE
 GQ0157  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0157
 GQ0157                         *CURRENT SURVEY CONTROL
 GQ0157  ___________________________________________________________________
 GQ0157* NAD 83(1986)-  36 53 44.     (N)    113 55 57.     (W)     SCALED    
 GQ0157* NAVD 88     -       557.868  (meters)    1830.27   (feet)  POSTED    
 GQ0157  ___________________________________________________________________
 GQ0157  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GQ0157  DYNAMIC HT  -         557.310 (meters)    1828.44  (feet)  COMP
 GQ0157  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 GQ0157
 GQ0157  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GQ0157
 GQ0157.The horizontal coordinates were scaled from a topographic map and have
 GQ0157.an estimated accuracy of +/- 6 seconds.
 GQ0157
 GQ0157.The orthometric height was determined by differential leveling
 GQ0157.and adjusted by the National Geodetic Survey in 1992..
 GQ0157.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GQ0157.rate of 2.1 thru 3.0 mm/km.
 GQ0157
 GQ0157.The geoid height was determined by GEOID03.
 GQ0157
 GQ0157.The dynamic height is computed by dividing the NAVD 88
 GQ0157.geopotential number by the normal gravity value computed on the
 GQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0157.degrees latitude (g = 980.6199 gals.).
 GQ0157
 GQ0157.The modeled gravity was interpolated from observed gravity values.
 GQ0157
 GQ0157;                    North         East    Units  Estimated Accuracy
 GQ0157;SPC AZ W     -   653,920.      197,090.      MT  (+/- 180 meters Scaled)
 GQ0157
 GQ0157                          SUPERSEDED SURVEY CONTROL
 GQ0157
 GQ0157  NGVD 29 (??/??/92)  557.133  (m)         1827.86   (f) ADJ UNCH    1 1
 GQ0157
 GQ0157.Superseded values are not recommended for survey control.
 GQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0157.See file dsdata.txt to determine how the superseded data were derived.
 GQ0157
 GQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF386873(NAD 83)
 GQ0157_MARKER: DZ = AZIMUTH MARK DISK
 GQ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0157_SP_SET: CULVERT
 GQ0157_STAMPING: 1829.49 508+50 1929
 GQ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0157
 GQ0157  HISTORY     - Date     Condition        Report By
 GQ0157  HISTORY     - 1929     MONUMENTED       AZHD
 GQ0157  HISTORY     - 1941     GOOD             NGS
 GQ0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0157
 GQ0157                          STATION DESCRIPTION
 GQ0157
 GQ0157'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1929
 GQ0157'0.2 MI S FROM BEAVER DAM LODGE.
 GQ0157'0.2 MILE SOUTH ALONG U. S. HIGHWAY 91 FROM BEAVER DAM LODGE, MOHAVE
 GQ0157'COUNTY, AT A 2-FOOT PIPE CULVERT, IN THE CENTER OF THE TOP OF THE WEST
 GQ0157'CONCRETE HEADWALL, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GQ0157'LEVEL WITH THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 GQ0157'DISK, STAMPED 1829.49 508+50 1929.
 GQ0157
 GQ0157                          STATION RECOVERY (1941)
 GQ0157
 GQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GQ0157'RECOVERED IN GOOD CONDITION.
 GQ0157
 GQ0157                          STATION RECOVERY (1982)
 GQ0157
 GQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0157'NOT RECOVERED, HEADWALL REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0776 ***********************************************************************
 ES0776  DESIGNATION -  5093.73
 ES0776  PID         -  ES0776
 ES0776  STATE/COUNTY-  AZ/NAVAJO
 ES0776  USGS QUAD   -  HOLBROOK (1986)
 ES0776
 ES0776                         *CURRENT SURVEY CONTROL
 ES0776  ___________________________________________________________________
 ES0776* NAD 83(1986)-  34 54 26.     (N)    110 11 08.     (W)     SCALED    
 ES0776* NAVD 88     -      1553.400  (meters)    5096.45   (feet)  ADJUSTED  
 ES0776  ___________________________________________________________________
 ES0776  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0776  DYNAMIC HT  -        1551.275 (meters)    5089.47  (feet)  COMP
 ES0776  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 ES0776
 ES0776  VERT ORDER  -  FIRST     CLASS II
 ES0776
 ES0776.The horizontal coordinates were scaled from a topographic map and have
 ES0776.an estimated accuracy of +/- 6 seconds.
 ES0776
 ES0776.The orthometric height was determined by differential leveling
 ES0776.and adjusted by the National Geodetic Survey in June 1991..
 ES0776
 ES0776.The geoid height was determined by GEOID03.
 ES0776
 ES0776.The dynamic height is computed by dividing the NAVD 88
 ES0776.geopotential number by the normal gravity value computed on the
 ES0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0776.degrees latitude (g = 980.6199 gals.).
 ES0776
 ES0776.The modeled gravity was interpolated from observed gravity values.
 ES0776
 ES0776;                    North         East    Units  Estimated Accuracy
 ES0776;SPC AZ E     -   433,280.      211,630.      MT  (+/- 180 meters Scaled)
 ES0776
 ES0776                          SUPERSEDED SURVEY CONTROL
 ES0776
 ES0776.No superseded survey control is available for this station.
 ES0776
 ES0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD744630(NAD 83)
 ES0776_MARKER: DB = BENCH MARK DISK
 ES0776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0776_SP_SET: ABUTMENT
 ES0776_STAMPING: EL. 5093.73 1977
 ES0776_MARK LOGO: AZDT  
 ES0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0776
 ES0776  HISTORY     - Date     Condition        Report By
 ES0776  HISTORY     - 1977     MONUMENTED       AZDT
 ES0776  HISTORY     - 1983     GOOD             NGS
 ES0776
 ES0776                          STATION DESCRIPTION
 ES0776
 ES0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0776'2.7 KM (1.7 MI) WEST FROM HOLBROOK.
 ES0776'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40
 ES0776'FROM THE POST OFFICE IN HOLBROOK, IN TOP OF AND 0.1 METER (0.3 FT)
 ES0776'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE WEST BOUND
 ES0776'LANES OF THE HIGHWAY OVERPASS OF HOPE DRIVE, 5.8 METERS (19.0 FT)
 ES0776'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 2.8
 ES0776'METERS (9.2 FT) EAST OF THE WEST END OF THE BRIDGE.
 ES0776'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1981 ***********************************************************************
 DU1981  DESIGNATION -  5096=MESCAL
 DU1981  PID         -  DU1981
 DU1981  STATE/COUNTY-  AZ/GILA
 DU1981  USGS QUAD   -  MESCAL WARM SPRING (1979)
 DU1981
 DU1981                         *CURRENT SURVEY CONTROL
 DU1981  ___________________________________________________________________
 DU1981* NAD 83(1992)-  33 09 08.09787(N)    110 40 20.16136(W)     ADJUSTED  
 DU1981* NAVD 88     -      1552.3    (meters)    5093.     (feet)  VERTCON   
 DU1981  ___________________________________________________________________
 DU1981  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DU1981  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DU1981
 DU1981  HORZ ORDER  -  FIRST
 DU1981
 DU1981.The horizontal coordinates were established by classical geodetic methods
 DU1981.and adjusted by the National Geodetic Survey in August 1993..
 DU1981
 DU1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1981
 DU1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1981
 DU1981.The geoid height was determined by GEOID03.
 DU1981
 DU1981;                    North         East     Units Scale Factor Converg.
 DU1981;SPC AZ E     -   238,749.001   166,195.807   MT  0.99992742   -0 16 35.4
 DU1981;SPC AZ E     -   783,297.25    545,261.83   iFT  0.99992742   -0 16 35.4
 DU1981;UTM  12      - 3,668,213.336   530,562.825   MT  0.99961152   +0 10 45.2
 DU1981
 DU1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1981!SPC AZ E     -   0.99976068  x   0.99992742  =   0.99968812
 DU1981!UTM  12      -   0.99976068  x   0.99961152  =   0.99937230
 DU1981
 DU1981:                Primary Azimuth Mark                     Grid Az
 DU1981:SPC AZ E     -  BLAIR                                    016 28 25.4
 DU1981:UTM  12      -  BLAIR                                    016 01 04.8
 DU1981
 DU1981|---------------------------------------------------------------------|
 DU1981| PID    Reference Object                     Distance      Geod. Az  |
 DU1981|                                                           dddmmss.s |
 DU1981| DU1973 BLAIR                               APPROX.11.8 KM 0161150.0 |
 DU1981| CD2329 MESCAL RM 3 AZIMUTH                                1410025.2 |
 DU1981| CD2330 MESCAL RM 1                           8.476 METERS 18113     |
 DU1981| CD2331 MESCAL RM 2                          11.516 METERS 28743     |
 DU1981|---------------------------------------------------------------------|
 DU1981
 DU1981                          SUPERSEDED SURVEY CONTROL
 DU1981
 DU1981  NAD 83(1986)-  33 09 08.09388(N)    110 40 20.16065(W) AD(       ) 1
 DU1981  NAD 27      -  33 09 07.87000(N)    110 40 17.78200(W) AD(       ) 1
 DU1981  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG       
 DU1981
 DU1981.Superseded values are not recommended for survey control.
 DU1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1981.See file dsdata.txt to determine how the superseded data were derived.
 DU1981
 DU1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3056368213(NAD 83)
 DU1981_MARKER: DS = TRIANGULATION STATION DISK
 DU1981_SETTING: 80 = SET IN A BOULDER
 DU1981_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1981
 DU1981  HISTORY     - Date     Condition        Report By
 DU1981  HISTORY     - 1935     MONUMENTED       USGS
 DU1981  HISTORY     - 1938     GOOD             CGS
 DU1981  HISTORY     - 1945     SEE DESCRIPTION  CGS
 DU1981
 DU1981                          STATION DESCRIPTION
 DU1981
 DU1981'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 DU1981'STATION IS ON A HIGH POINT IN THE MESCAL MOUNTAINS, 5-1/2
 DU1981'MILES (AIR LINE) N BY E FROM THE MOUTH OF DRIPPING SPRINGS WASH,
 DU1981'AND 2-1/2 MILES (AIR LINE) N OF THE GILA RIVER.  IT IS ON THE
 DU1981'MOST SE HIGH POINT IN THE MESCAL MOUNTAINS, N OF THE GILA RIVER.
 DU1981'
 DU1981'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 DU1981'IN DRILL HOLES IN BOULDERS.
 DU1981'
 DU1981'REACHED FROM WINKELMAN AS FOLLOWS--FOLLOW THE WINKELMAN-GLOBE
 DU1981'ROAD FOR 11.4 MILES TO THE RESIDENCE OF MR. RHODES WHICH IS
 DU1981'JUST N OF THE ROAD WHERE IT FIRST ENTERS DRIPPING SPRINGS VALLEY,
 DU1981'ABOUT 1/4 MILE ABOVE THE INDIAN SERVICE BUILDINGS.  FROM THE
 DU1981'RHODES RESIDENCE IT IS ABOUT AN 8 MILE HIKE, A PACK OF ABOUT
 DU1981'4-3/4 HOURS BY TRAIL TO THE STATION.  THE TRAIL LEADS OUT OF THE
 DU1981'E SIDE OF THE CORRALS AND CIRCLES TO THE RIGHT OF THE LOW RIDGE
 DU1981'WITH A TRANSMISSION LINE TOWER ON IT JUST ACROSS DRIPPING
 DU1981'SPRINGS WASH.  KEEP ALL RIGHT-HAND TRAILS AND FOLLOW FAIRLY
 DU1981'CLOSE TO THE POWER LINE FOR ABOUT 3-1/2 MILES TO THE POINT
 DU1981'WHERE THE TRAIL SWINGS TO THE E AROUND THE HEAD OF A CANYON
 DU1981'AND CROSSES ANOTHER CANYON.  TAKE A LEFT FORK AFTER CROSSING
 DU1981'THE CANYON AND FOLLOW TRAIL N AND NE UP THE RIDGE TO THE
 DU1981'POINT NEAR THE TOP WHERE THE TRAILS LEAVES THE RIDGE AND DROPS
 DU1981'INTO THE SADDLE JUST N OF THE STATION.  (THE TRAIL CONTINUES
 DU1981'ACROSS THE RIDGE TO MESCAL CREEK.) FOLLOW THE RIDGE E AND N TO
 DU1981'THE STATION.  THE STATION IS ON THE FIRST HIGH PEAK S OF THE
 DU1981'SADDLE WHERE THE TRAIL CROSSES THE RIDGE.  SADDLE HORSES
 DU1981'ARE AVAILABLE AT MR. HOWARDS PLACE.  THE ABOVE MENTIONED
 DU1981'PLACE MAY BE REACHED BY TURNING E OFF THE
 DU1981'WINKELMAN-GLOBE ROAD 0.7 MILE S OF THE RESIDENCE OF MR. RHODES.
 DU1981'AZIMUTH MARK IS ON HIGHEST PART OF HILL ABOUT 200 YARDS SE.
 DU1981
 DU1981                          STATION RECOVERY (1938)
 DU1981
 DU1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1981'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DU1981'CONDITION.
 DU1981'
 DU1981'STATION IS ABOUT 19 MILES (AIR LINE) SSE OF GLOBE, ARIZONA,
 DU1981'5-1/2 MILES (AIR LINE) N BY E OF THE MOUTH OF DRIPPING SPRINGS
 DU1981'WASH, AND 2-1/2 MILES (AIR LINE) N OF THE GILA RIVER.  IT IS ON
 DU1981'THE MOST SE HIGH POINT OF THE MESCAL MOUNTAINS N OF THE GILA
 DU1981'RIVER.
 DU1981'
 DU1981'TO REACH THE STATION FROM GLOBE, ARIZONA POST OFFICE, GO S AND
 DU1981'E ON U.S. HIGHWAY 70 FOR 5.8 MILES TO THE WINKELMAN ROAD TO THE
 DU1981'RIGHT AT SIGN WINKELMAN 38 MILES.  HERE TURN S ON THIS ROAD AND
 DU1981'GO 18.6 MILES TO A GRADED FORK ON A HILLSIDE.  THENCE TAKE
 DU1981'LEFT FORK, THE MAIN TRAVELED ROAD, AND CONTINUE FOR 7.5 MILES
 DU1981'TO WHERE THE ROAD PASSES UNDER A LARGE TRANSMISSION LINE.
 DU1981'CONTINUE 0.35 MILE TO A TRACK ROAD LEFT INTO A WASH.  TAKE
 DU1981'THIS TRACK ROAD AND CONTINUE ON FOR ABOUT 0.15 MILE TO A RANCH
 DU1981'HOUSE AND THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 5
 DU1981'MILES NE ON HIGH POINT OF RIDGE.  PACK N AND NE UP A WASH FOR
 DU1981'ABOUT 1.0 MILE TO WHERE THE POWER LINE CROSSES WASH.  ABOUT
 DU1981'100 YARDS BEFORE REACHING THE POWER LINE, WHERE THE WASH TURNS
 DU1981'RIGHT, PICK UP A DIM TRAIL UP A STEEP RIGHT BANK OF THE
 DU1981'WASH AND FOLLOW THIS TRAIL N TO THE FIRST TRANSMISSION TOWER E
 DU1981'OF THE WASH.  FROM THIS POINT CONTINUE ON THE MAIN TRAVELED
 DU1981'TRAIL NE ABOUT PARALLEL TO THE POWER LINE FOR ABOUT 2.0
 DU1981'MILES TO THE HEAD OF THE RIGHT-HAND DRAW.  HERE THE TRAIL SWINGS
 DU1981'RIGHT AROUND THE HILLSIDE INTO A CANYON.  FOLLOW THE TRAIL
 DU1981'ACROSS CANYON AND ABOUT 0.15 MILE BEYOND TO THE LOW RIDGE ON
 DU1981'THE E SIDE OF THE CANYON.  TURN LEFT UP THIS RIDGE AND
 DU1981'CONTINUE NE ON A DIM TRAIL FOR ABOUT 3.0 MILES TO WHERE IT
 DU1981'COMES OUT ON SPUR OR SMALL RIDGE.  CONTINUE ON TRAIL OVER THE
 DU1981'TOP OF THE SPUR FOR ABOUT 400 YARDS THROUGH ROCKS TO OPEN
 DU1981'GROUND.  THEN SWING RIGHT (E) KEEPING JUST BELOW THE CREST OF
 DU1981'RIDGE TO THE HIGHEST POINT AND THE STATION SITE.  A 4-HOUR
 DU1981'HORSE PACK FROM THE END OF TRUCK TRAVEL.
 DU1981'
 DU1981'REFERENCE MARK 1 IS S OF THE STATION AND ABOUT 4
 DU1981'FEET LOWER IN ELEVATION.
 DU1981'
 DU1981'REFERENCE MARK 2 IS WNW OF THE STATION AT ABOUT THE
 DU1981'SAME ELEVATION.
 DU1981'
 DU1981'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY MARK STAMPED
 DU1981'1915.
 DU1981'
 DU1981'NO ATTEMPT WAS MADE TO FIND THE AZIMUTH MARK.
 DU1981'
 DU1981'THE MEASUREMENT TO R.M. 1 DIFFERS FROM THE ORIGINAL MEASUREMENT.
 DU1981'THE PRESENT MEASUREMENT IS CORRECT.
 DU1981
 DU1981                          STATION RECOVERY (1945)
 DU1981
 DU1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1981'STATION IS 13 MILES (AIR LINE) NNE OF WINKELMAN, 18 MILES
 DU1981'(AIR LINE) SSE OF GLOBE, AND ABOUT 2-1/2 MILES N OF THE GILA RIVER.
 DU1981'IT IS ON THE MOST SE HIGH POINT OF THE MESCAL MOUNTAINS N OF THE
 DU1981'GILA RIVER.
 DU1981'
 DU1981'TO REACH STATION FROM THE POST OFFICE IN GLOBE, GO E ON U.S.
 DU1981'HIGHWAY 70 FOR 5.9 MILES TO A FORK AND SIGN ON THE RIGHT READING
 DU1981'WINKELMAN.  HERE TURN RIGHT OR S ON STATE HIGHWAY 77 AND GO 18.8
 DU1981'MILES TO A FORK ON THE SIDE OF A HILL.  HERE TAKE THE LEFT FORK
 DU1981'AND CONTINUE STRAIGHT AHEAD FOR 7.6 MILES TO A POWER LINE
 DU1981'PASSING OVERHEAD.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 DU1981'TRACK ROAD ON THE LEFT.  TURN LEFT ON THIS ROAD AND GO FOR 0.3
 DU1981'MILE TO THE END OF TRUCK TRAVEL AT A RANCH HOUSE.  FROM HERE
 DU1981'PACK N AND NE UP A WASH JUST TO THE W OF THE RANCH YARD FOR
 DU1981'ABOUT 1 MILE TO A POINT WHERE THE POWER LINE CROSSES THE
 DU1981'WASH.  ABOUT 100 YARDS BEFORE REACHING THE POWER LINE, TAKE A
 DU1981'DIM TRAIL LEADING UP THE STEEP RIGHT BANK OF THE WASH N
 DU1981'TO THE FIRST TRANSMISSION TOWER E OF THE WASH.  FROM HERE
 DU1981'CONTINUE ON THE MAIN TRAVELED TRAIL TO ABOUT PARALLEL TO
 DU1981'THE POWER LINE FOR ABOUT 2.0 MILES TO THE HEAD OF THE DRAW
 DU1981'TO THE E.  THE TRAIL GOES RIGHT AROUND THE SIDE OF A HILL AND
 DU1981'INTO A CANYON.  FOLLOW TRAIL ACROSS CANYON AND ABOUT 0.2
 DU1981'MILE TO THE TOP OF A LOW RIDGE ON THE E SIDE OF THE CANYON AND
 DU1981'TO THE W OF THE MAIN GILA RIVER DRAINAGE SYSTEM.  TURN LEFT UP
 DU1981'THIS RIDGE AND GO ABOUT 3 MILES NE TO THE JUNCTION WITH A
 DU1981'RIDGE RUNNING E AND W.  TURN RIGHT OR E AND GO ABOUT 1/2
 DU1981'MILE KEEPING JUST BELOW THE CREST OF THE RIDGE TO THE HIGHEST
 DU1981'POINT AND THE STATION.
 DU1981'
 DU1981'STATION MARK IS A STANDARD U.S.G.S. BENCH-MARK DISK STAMPED
 DU1981'5096 1915 AND IS SET IN BEDROCK ON THE HIGHEST POINT OF THE
 DU1981'MOUNTAIN.  IT IS 6 FEET S OF THE EDGE OF A 300-FOOT LEDGE AND
 DU1981'IS FLUSH WITH THE SURROUNDING SURFACE.
 DU1981'
 DU1981'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1981'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED MESCAL 1935
 DU1981'NO 1.  IT IS ABOUT 3-1/2 FEET BELOW THE STATION.  MARK IS S
 DU1981'OF THE STATION.
 DU1981'
 DU1981'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1981'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED MESCAL 1935
 DU1981'NO 2.  IT IS 12 FEET S OF THE EDGE OF A 300-FOOT LEDGE AND IS
 DU1981'ABOUT 6 INCHES BELOW THE STATION.  THE MARK IS WNW OF THE
 DU1981'STATION.
 DU1981'
 DU1981'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER FLUSH
 DU1981'WITH THE GROUND AND IS STAMPED MESCAL AZI 1935 NO 3.  THE
 DU1981'MARK IS 1 FOOT S OF A SMALL ROCK CAIRN AND IS ABOUT 200 YARDS
 DU1981'SE ALONG THE RIDGE ON A SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0085 ***********************************************************************
 FR0085  DESIGNATION -  5099
 FR0085  PID         -  FR0085
 FR0085  STATE/COUNTY-  AZ/YAVAPAI
 FR0085  USGS QUAD   -  MEATH SPRING (1979)
 FR0085
 FR0085                         *CURRENT SURVEY CONTROL
 FR0085  ___________________________________________________________________
 FR0085* NAD 83(1986)-  35 07 08.     (N)    112 26 15.     (W)     SCALED    
 FR0085* NAVD 88     -      1554.93   (+/-2cm)    5101.5    (feet)  VERTCON   
 FR0085  ___________________________________________________________________
 FR0085  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FR0085
 FR0085  VERT ORDER  -  ? (See Below)
 FR0085
 FR0085.The horizontal coordinates were scaled from a topographic map and have
 FR0085.an estimated accuracy of +/- 6 seconds.
 FR0085
 FR0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0085.The vertical order pertains to the NGVD 29 superseded value.
 FR0085
 FR0085.The geoid height was determined by GEOID03.
 FR0085
 FR0085;                    North         East    Units  Estimated Accuracy
 FR0085;SPC AZ C     -   456,890.      165,890.      MT  (+/- 180 meters Scaled)
 FR0085
 FR0085                          SUPERSEDED SURVEY CONTROL
 FR0085
 FR0085  NGVD 29 (??/??/92) 1554.072  (m)         5098.65   (f) ADJ UNCH    ?  
 FR0085
 FR0085.Superseded values are not recommended for survey control.
 FR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0085.See file dsdata.txt to determine how the superseded data were derived.
 FR0085
 FR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD690871(NAD 83)
 FR0085_MARKER: P = PIPE CAP
 FR0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0085
 FR0085  HISTORY     - Date     Condition        Report By
 FR0085  HISTORY     - UNK      MONUMENTED       USGS
 FR0085  HISTORY     - 1932     GOOD             NGS
 FR0085
 FR0085                          STATION DESCRIPTION
 FR0085
 FR0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0085'0.5 MI S FROM MEATH SIDING.
 FR0085'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0085'MEATH SIDING, YAVAPAI COUNTY, AT THE NORTH END OF A CUT, AND 40 FEET
 FR0085'EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 FR0085'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1390 ***********************************************************************
 DV1390  DESIGNATION -  51 A
 DV1390  PID         -  DV1390
 DV1390  STATE/COUNTY-  AZ/MARICOPA
 DV1390  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1390
 DV1390                         *CURRENT SURVEY CONTROL
 DV1390  ___________________________________________________________________
 DV1390* NAD 83(1986)-  33 32 03.     (N)    113 08 09.     (W)     SCALED    
 DV1390* NAVD 88     -       373.27   (+/-2cm)    1224.6    (feet)  VERTCON   
 DV1390  ___________________________________________________________________
 DV1390  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1390
 DV1390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1390
 DV1390.The horizontal coordinates were scaled from a topographic map and have
 DV1390.an estimated accuracy of +/- 6 seconds.
 DV1390
 DV1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1390.The vertical order pertains to the NGVD 29 superseded value.
 DV1390
 DV1390.The geoid height was determined by GEOID03.
 DV1390
 DV1390;                    North         East    Units  Estimated Accuracy
 DV1390;SPC AZ C     -   281,660.      100,120.      MT  (+/- 180 meters Scaled)
 DV1390
 DV1390                          SUPERSEDED SURVEY CONTROL
 DV1390
 DV1390  NGVD 29 (??/??/92)  372.674  (m)         1222.68   (f) ADJ UNCH    2 0
 DV1390
 DV1390.Superseded values are not recommended for survey control.
 DV1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1390.See file dsdata.txt to determine how the superseded data were derived.
 DV1390
 DV1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC016125(NAD 83)
 DV1390_MARKER: DB = BENCH MARK DISK
 DV1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1390_SP_SET: CONCRETE POST
 DV1390_STAMPING: 51 A 62
 DV1390_MARK LOGO: AZHD  
 DV1390_PROJECTION: FLUSH
 DV1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1390+STABILITY: SURFACE MOTION
 DV1390
 DV1390  HISTORY     - Date     Condition        Report By
 DV1390  HISTORY     - 1962     MONUMENTED       AZHD
 DV1390  HISTORY     - 1981     GOOD             NGS
 DV1390
 DV1390                          STATION DESCRIPTION
 DV1390
 DV1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1390'23.8 KM (14.8 MI) NW FROM TONOPAH.
 DV1390'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1390'AT TONOPAH, THENCE 10.8 KM (6.7 MI) NORTHWEST ALONG SALOME ROAD,
 DV1390'THENCE 2.0 KM (1.25 MI) EAST-SOUTHEAST ALONG INTERSTATE HIGHWAY 10,
 DV1390'IN THE CENTER OF THE MEDIAN, 0.8 KM (0.5 MI) EAST-SOUTHEAST OF BENCH
 DV1390'MARK (C 415 51), 0.4 KM (0.25 MI) EAST-SOUTHEAST OF HIGHWAY MILE POST
 DV1390'82, 27.7 METERS (91 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EAST
 DV1390'BOUND TRAFFIC LANES, NOTE--THIS MARK WAS PREVIOUSLY LEVELED TO AS
 DV1390'AN EXTRA FORESIGHT AND HAS NO ARCHIVE NUMBER, THE LON AND LAT IS
 DV1390'PROBABLE WRONG AS NO INTERSTATE HIGHWAY IS PLOTTED ON THE QUAD MAPS.
 DV1390'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DV1390'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1001 ***********************************************************************
 FR1001  DESIGNATION -  51 EMH
 FR1001  PID         -  FR1001
 FR1001  STATE/COUNTY-  AZ/COCONINO
 FR1001  USGS QUAD   -  CROOKTON (1973)
 FR1001
 FR1001                         *CURRENT SURVEY CONTROL
 FR1001  ___________________________________________________________________
 FR1001* NAD 83(1986)-  35 18 29.     (N)    112 39 51.     (W)     SCALED    
 FR1001* NAVD 88     -      1731.048  (meters)    5679.28   (feet)  POSTED    
 FR1001  ___________________________________________________________________
 FR1001  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FR1001  DYNAMIC HT  -        1728.740 (meters)    5671.71  (feet)  COMP
 FR1001  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 FR1001
 FR1001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1001
 FR1001.The horizontal coordinates were scaled from a topographic map and have
 FR1001.an estimated accuracy of +/- 6 seconds.
 FR1001
 FR1001.The orthometric height was determined by differential leveling
 FR1001.and adjusted by the National Geodetic Survey in 1992..
 FR1001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1001.rate of 0.0 thru 1.0 mm/km.
 FR1001
 FR1001.The geoid height was determined by GEOID03.
 FR1001
 FR1001.The dynamic height is computed by dividing the NAVD 88
 FR1001.geopotential number by the normal gravity value computed on the
 FR1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1001.degrees latitude (g = 980.6199 gals.).
 FR1001
 FR1001.The modeled gravity was interpolated from observed gravity values.
 FR1001
 FR1001;                    North         East    Units  Estimated Accuracy
 FR1001;SPC AZ C     -   478,000.      145,390.      MT  (+/- 180 meters Scaled)
 FR1001
 FR1001                          SUPERSEDED SURVEY CONTROL
 FR1001
 FR1001  NGVD 29 (??/??/92) 1730.13   (m)         5676.3    (f) COMPUTED    2 2
 FR1001
 FR1001.Superseded values are not recommended for survey control.
 FR1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1001.See file dsdata.txt to determine how the superseded data were derived.
 FR1001
 FR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE487084(NAD 83)
 FR1001_MARKER: DB = BENCH MARK DISK
 FR1001_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1001_SP_SET: COPPER-CLAD STEEL ROD
 FR1001_STAMPING: 51 EMH 1973 5676
 FR1001_MARK LOGO: USGS  
 FR1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1001
 FR1001  HISTORY     - Date     Condition        Report By
 FR1001  HISTORY     - 1973     MONUMENTED       USGS
 FR1001
 FR1001                          STATION DESCRIPTION
 FR1001
 FR1001'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1001'23.2 KM (14.40 MI) ENE FROM SELIGMAN.
 FR1001'FROM THE RALIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1001'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1001'THENCE 2.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1001'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 417, 28 FEET SOUTH OF
 FR1001'THE CENTERLINE OF THE ROAD, 10 FEET EAST OF A RIGHT ANGLE JOG IN A
 FR1001'FENCE LINE, 3 FEET NORTH OF A FENCE.  ROD DEPTH UNKNOWN.
 FR1001'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0643 ***********************************************************************
 FP0643  DESIGNATION -  51 HLS
 FP0643  PID         -  FP0643
 FP0643  STATE/COUNTY-  AZ/APACHE
 FP0643  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0643
 FP0643                         *CURRENT SURVEY CONTROL
 FP0643  ___________________________________________________________________
 FP0643* NAD 83(1986)-  35 29 44.     (N)    109 31 41.     (W)     SCALED    
 FP0643* NAVD 88     -      1966.770  (meters)    6452.64   (feet)  ADJUSTED  
 FP0643  ___________________________________________________________________
 FP0643  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 FP0643  DYNAMIC HT  -        1964.047 (meters)    6443.71  (feet)  COMP
 FP0643  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 FP0643
 FP0643  VERT ORDER  -  SECOND    CLASS II
 FP0643
 FP0643.The horizontal coordinates were scaled from a topographic map and have
 FP0643.an estimated accuracy of +/- 6 seconds.
 FP0643
 FP0643.The orthometric height was determined by differential leveling
 FP0643.and adjusted by the National Geodetic Survey in June 1991..
 FP0643
 FP0643.The geoid height was determined by GEOID03.
 FP0643
 FP0643.The dynamic height is computed by dividing the NAVD 88
 FP0643.geopotential number by the normal gravity value computed on the
 FP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0643.degrees latitude (g = 980.6199 gals.).
 FP0643
 FP0643.The modeled gravity was interpolated from observed gravity values.
 FP0643
 FP0643;                    North         East    Units  Estimated Accuracy
 FP0643;SPC AZ E     -   498,740.      271,300.      MT  (+/- 180 meters Scaled)
 FP0643
 FP0643                          SUPERSEDED SURVEY CONTROL
 FP0643
 FP0643.No superseded survey control is available for this station.
 FP0643
 FP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335289(NAD 83)
 FP0643_MARKER: DB = BENCH MARK DISK
 FP0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0643_SP_SET: COPPER-CLAD STEEL ROD
 FP0643_STAMPING: 51 HLS 1970 6449
 FP0643_MARK LOGO: USGS  
 FP0643_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0643+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0643
 FP0643  HISTORY     - Date     Condition        Report By
 FP0643  HISTORY     - 1970     MONUMENTED       USGS
 FP0643
 FP0643                          STATION DESCRIPTION
 FP0643
 FP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0643'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0643'OFFICE AT GANADO, ARIZONA), PROCEED 0.4 MILES SOUTH ALONG STATE
 FP0643'HIGHWAY 63, 193 FEET SOUTH OF A ROAD EAST TO KLAGETOH MENNONITE
 FP0643'CHURCH, 100 FEET EAST OF THE HIGHWAY, 3 FEET NORTH OF A WITNESS POST,
 FP0643'1 FOOT WEST OF A FENCE.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FP0643'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0182 ***********************************************************************
 DB0182  DESIGNATION -  510
 DB0182  PID         -  DB0182
 DB0182  STATE/COUNTY-  AZ/YUMA
 DB0182  USGS QUAD   -  LIGURTA (1965)
 DB0182
 DB0182                         *CURRENT SURVEY CONTROL
 DB0182  ___________________________________________________________________
 DB0182* NAD 83(1986)-  32 39 36.     (N)    114 20 59.     (W)     SCALED    
 DB0182* NAVD 88     -       188.52   (+/-2cm)     618.5    (feet)  VERTCON   
 DB0182  ___________________________________________________________________
 DB0182  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DB0182
 DB0182  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0182
 DB0182.The horizontal coordinates were scaled from a topographic map and have
 DB0182.an estimated accuracy of +/- 6 seconds.
 DB0182
 DB0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0182.The vertical order pertains to the NGVD 29 superseded value.
 DB0182
 DB0182.The geoid height was determined by GEOID03.
 DB0182
 DB0182;                    North         East    Units  Estimated Accuracy
 DB0182;SPC AZ W     -   184,210.      157,100.      MT  (+/- 180 meters Scaled)
 DB0182
 DB0182                          SUPERSEDED SURVEY CONTROL
 DB0182
 DB0182  NGVD 29 (??/??/??)  187.855  (m)          616.32   (f) ADJUSTED    1 2
 DB0182
 DB0182.Superseded values are not recommended for survey control.
 DB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0182.See file dsdata.txt to determine how the superseded data were derived.
 DB0182
 DB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS485166(NAD 83)
 DB0182_MARKER: DD = SURVEY DISK
 DB0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0182_SP_SET: BRIDGE ABUTMENT
 DB0182_STAMPING: 510 + 1947
 DB0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0182
 DB0182  HISTORY     - Date     Condition        Report By
 DB0182  HISTORY     - 1947     MONUMENTED       AZHD
 DB0182  HISTORY     - 1960     GOOD             NGS
 DB0182
 DB0182                          STATION DESCRIPTION
 DB0182
 DB0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0182'3.6 MI W FROM LIGURTA.
 DB0182'3.6 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 24 FEET NORTHEAST
 DB0182'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE NORTHEAST CONCRETE
 DB0182'BRIDGE ABUTMENT OVER A WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0367 ***********************************************************************
 DT0367  DESIGNATION -  5109
 DT0367  PID         -  DT0367
 DT0367  STATE/COUNTY-  AZ/GREENLEE
 DT0367  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0367
 DT0367                         *CURRENT SURVEY CONTROL
 DT0367  ___________________________________________________________________
 DT0367* NAD 83(1986)-  33 02 27.     (N)    109 07 05.     (W)     SCALED    
 DT0367* NAVD 88     -      1558.071  (meters)    5111.77   (feet)  ADJUSTED  
 DT0367  ___________________________________________________________________
 DT0367  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 DT0367  DYNAMIC HT  -        1555.710 (meters)    5104.03  (feet)  COMP
 DT0367  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 DT0367
 DT0367  VERT ORDER  -  SECOND    CLASS 0
 DT0367
 DT0367.The horizontal coordinates were scaled from a topographic map and have
 DT0367.an estimated accuracy of +/- 6 seconds.
 DT0367
 DT0367.The orthometric height was determined by differential leveling
 DT0367.and adjusted by the National Geodetic Survey in June 1991..
 DT0367
 DT0367.The geoid height was determined by GEOID03.
 DT0367
 DT0367.The dynamic height is computed by dividing the NAVD 88
 DT0367.geopotential number by the normal gravity value computed on the
 DT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0367.degrees latitude (g = 980.6199 gals.).
 DT0367
 DT0367.The modeled gravity was interpolated from observed gravity values.
 DT0367
 DT0367;                    North         East    Units  Estimated Accuracy
 DT0367;SPC AZ E     -   226,770.      311,300.      MT  (+/- 180 meters Scaled)
 DT0367
 DT0367                          SUPERSEDED SURVEY CONTROL
 DT0367
 DT0367  NGVD 29 (??/??/92) 1557.233  (m)         5109.02   (f) ADJ UNCH    2 0
 DT0367
 DT0367.Superseded values are not recommended for survey control.
 DT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0367.See file dsdata.txt to determine how the superseded data were derived.
 DT0367
 DT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB757573(NAD 83)
 DT0367_MARKER: Z = SEE DESCRIPTION
 DT0367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0367_STAMPING: 5109 PHNX 1902
 DT0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0367
 DT0367  HISTORY     - Date     Condition        Report By
 DT0367  HISTORY     - 1902     MONUMENTED       USGS
 DT0367  HISTORY     - 1934     GOOD             NGS
 DT0367
 DT0367                          STATION DESCRIPTION
 DT0367
 DT0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0367'16.2 MI SW FROM MULE CREEK, NM.
 DT0367'16.2 MILES SOUTHWEST ALONG HWY. NO. 78 (18.6 MILES SOUTH EAST OF
 DT0367'CLIFTON, ARIZ.) ON STATE HWY. NO. 78, 8.5 MILES NORTH EAST OF JUNCTION
 DT0367'WITH HWY. NO. 75, ABOUT 350 FT. WEST OF CATTLE GUARD FORMING GILA
 DT0367'NATIONAL FOREST BOUNDARY, 30 FT. SOUTH OF CENTER LINE OF HWY. ON IRON
 DT0367'PIPE 2 FT. HIGH REINFORCED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0198 ***********************************************************************
 GP0198  DESIGNATION -  5109.73
 GP0198  PID         -  GP0198
 GP0198  STATE/COUNTY-  AZ/COCONINO
 GP0198  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0198
 GP0198                         *CURRENT SURVEY CONTROL
 GP0198  ___________________________________________________________________
 GP0198* NAD 83(1986)-  36 37 50.     (N)    111 39 11.     (W)     SCALED    
 GP0198* NAVD 88     -      1558.447  (meters)    5113.00   (feet)  POSTED    
 GP0198  ___________________________________________________________________
 GP0198  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0198  DYNAMIC HT  -        1556.560 (meters)    5106.81  (feet)  COMP
 GP0198  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 GP0198
 GP0198  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0198
 GP0198.The horizontal coordinates were scaled from a topographic map and have
 GP0198.an estimated accuracy of +/- 6 seconds.
 GP0198
 GP0198.The orthometric height was determined by differential leveling
 GP0198.and adjusted by the National Geodetic Survey in 1992..
 GP0198.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0198.rate of 1.1 thru 2.0 mm/km.
 GP0198
 GP0198.The geoid height was determined by GEOID03.
 GP0198
 GP0198.The dynamic height is computed by dividing the NAVD 88
 GP0198.geopotential number by the normal gravity value computed on the
 GP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0198.degrees latitude (g = 980.6199 gals.).
 GP0198
 GP0198.The modeled gravity was interpolated from observed gravity values.
 GP0198
 GP0198;                    North         East    Units  Estimated Accuracy
 GP0198;SPC AZ C     -   624,510.      236,940.      MT  (+/- 180 meters Scaled)
 GP0198
 GP0198                          SUPERSEDED SURVEY CONTROL
 GP0198
 GP0198  NGVD 29 (??/??/92) 1557.464  (m)         5109.78   (f) ADJ UNCH    1 2
 GP0198
 GP0198.Superseded values are not recommended for survey control.
 GP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0198.See file dsdata.txt to determine how the superseded data were derived.
 GP0198
 GP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416540(NAD 83)
 GP0198_MARKER: DD = SURVEY DISK
 GP0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0198_SP_SET: CULVERT
 GP0198_STAMPING: 5109.73 2996+67 1934
 GP0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0198
 GP0198  HISTORY     - Date     Condition        Report By
 GP0198  HISTORY     - 1934     MONUMENTED       AZHD
 GP0198  HISTORY     - 1962     GOOD             NGS
 GP0198  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0198  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0198
 GP0198                          STATION DESCRIPTION
 GP0198
 GP0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0198'0.55 MI S FROM BITTER SPRINGS.
 GP0198'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 89A AND 89 FROM THE CHEVRON
 GP0198'SERVICE STATION AT BITTER SPRINGS, 0.35 MILE SOUTH OF THE JUNCTION OF
 GP0198'U.S. HIGHWAY 89A AND U.S. HIGHWAY 89, 165 FEET NORTH OF THE CENTERLINE
 GP0198'OF A DIM TRAIL ROAD LEADING WEST, 15 FEET EAST OF THE CENTERLINE OF
 GP0198'U.S. HIGHWAY 89, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 GP0198'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A BOX
 GP0198'CULVERT.
 GP0198
 GP0198                          STATION RECOVERY (1978)
 GP0198
 GP0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0198'MARK NOT FOUND.
 GP0198
 GP0198                          STATION RECOVERY (1983)
 GP0198
 GP0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0198'NOT RECOVERED.  NEW HEADWALL AT DESCRIBED LOCATION.
 GP0198
 GP0198                          STATION RECOVERY (1993)
 GP0198
 GP0198'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0190 ***********************************************************************
 CF0190  DESIGNATION -  5111
 CF0190  PID         -  CF0190
 CF0190  STATE/COUNTY-  AZ/COCHISE
 CF0190  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0190
 CF0190                         *CURRENT SURVEY CONTROL
 CF0190  ___________________________________________________________________
 CF0190* NAD 83(1986)-  31 43 48.     (N)    109 53 08.     (W)     SCALED    
 CF0190* NAVD 88     -      1559.02   (+/-2cm)    5114.9    (feet)  VERTCON   
 CF0190  ___________________________________________________________________
 CF0190  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0190
 CF0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0190
 CF0190.The horizontal coordinates were scaled from a topographic map and have
 CF0190.an estimated accuracy of +/- 6 seconds.
 CF0190
 CF0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0190.The vertical order pertains to the NGVD 29 superseded value.
 CF0190
 CF0190.The geoid height was determined by GEOID03.
 CF0190
 CF0190;                    North         East    Units  Estimated Accuracy
 CF0190;SPC AZ E     -    80,970.      240,000.      MT  (+/- 180 meters Scaled)
 CF0190
 CF0190                          SUPERSEDED SURVEY CONTROL
 CF0190
 CF0190  NGVD 29 (??/??/92) 1558.111  (m)         5111.90   (f) ADJ UNCH    2 0
 CF0190
 CF0190.Superseded values are not recommended for survey control.
 CF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0190.See file dsdata.txt to determine how the superseded data were derived.
 CF0190
 CF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA055110(NAD 83)
 CF0190_MARKER: DD = SURVEY DISK
 CF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0190_STAMPING: 5111
 CF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0190+STABILITY: SURFACE MOTION
 CF0190
 CF0190  HISTORY     - Date     Condition        Report By
 CF0190  HISTORY     - UNK      MONUMENTED       USGS
 CF0190  HISTORY     - 1934     GOOD             NGS
 CF0190
 CF0190                          STATION DESCRIPTION
 CF0190
 CF0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0190'3.6 MI W FROM GLEASON.
 CF0190'3.6 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0190'1.6 MILES EAST OF KENDAL BAR CIRCLE RANCH, ABOUT 300 FEET NORTHWEST OF
 CF0190'A CATTLEGUARD, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 40
 CF0190'FEET SOUTHWEST OF A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY
 CF0190'STANDARD DISK, STAMPED 5111 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0331 ***********************************************************************
 GP0331  DESIGNATION -  5118.76
 GP0331  PID         -  GP0331
 GP0331  STATE/COUNTY-  AZ/COCONINO
 GP0331  USGS QUAD   -  EMMETT HILL (1985)
 GP0331
 GP0331                         *CURRENT SURVEY CONTROL
 GP0331  ___________________________________________________________________
 GP0331* NAD 83(1986)-  36 42 50.     (N)    111 59 04.     (W)     SCALED    
 GP0331* NAVD 88     -      1557.683  (meters)    5110.50   (feet)  POSTED    
 GP0331  ___________________________________________________________________
 GP0331  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 GP0331  DYNAMIC HT  -        1555.810 (meters)    5104.35  (feet)  COMP
 GP0331  MODELED GRAV-     979,375.4   (mgal)                       NAVD 88
 GP0331
 GP0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0331
 GP0331.The horizontal coordinates were scaled from a topographic map and have
 GP0331.an estimated accuracy of +/- 6 seconds.
 GP0331
 GP0331.The orthometric height was determined by differential leveling
 GP0331.and adjusted by the National Geodetic Survey in 1992..
 GP0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0331.rate of 0.0 thru 1.0 mm/km.
 GP0331
 GP0331.The geoid height was determined by GEOID03.
 GP0331
 GP0331.The dynamic height is computed by dividing the NAVD 88
 GP0331.geopotential number by the normal gravity value computed on the
 GP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0331.degrees latitude (g = 980.6199 gals.).
 GP0331
 GP0331.The modeled gravity was interpolated from observed gravity values.
 GP0331
 GP0331;                    North         East    Units  Estimated Accuracy
 GP0331;SPC AZ C     -   633,720.      207,310.      MT  (+/- 180 meters Scaled)
 GP0331
 GP0331                          SUPERSEDED SURVEY CONTROL
 GP0331
 GP0331  NGVD 29 (??/??/92) 1556.690  (m)         5107.24   (f) ADJ UNCH    1 2
 GP0331
 GP0331.Superseded values are not recommended for survey control.
 GP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0331.See file dsdata.txt to determine how the superseded data were derived.
 GP0331
 GP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF120635(NAD 83)
 GP0331_MARKER: DD = SURVEY DISK
 GP0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0331_SP_SET: CULVERT
 GP0331_STAMPING: 5118.76 1277+60 1934
 GP0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0331
 GP0331  HISTORY     - Date     Condition        Report By
 GP0331  HISTORY     - 1934     MONUMENTED       AZHD
 GP0331  HISTORY     - 1934     GOOD             NGS
 GP0331
 GP0331                          STATION DESCRIPTION
 GP0331
 GP0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0331'3.4 MI E FROM HOUSE ROCK SPRINGS.
 GP0331'3.4 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0331'COUNTY, AT A DOUBLE 6- BY 6-FOOT BOX CULVERT, AND IN THE CENTER OF THE
 GP0331'TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0331'DEPARTMENT STANDARD DISK, STAMPED 5118.76 1277+60 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0329 ***********************************************************************
 DU0329  DESIGNATION -  5120.89
 DU0329  PID         -  DU0329
 DU0329  STATE/COUNTY-  AZ/GILA
 DU0329  USGS QUAD   -  CHROME BUTTE (1966)
 DU0329
 DU0329                         *CURRENT SURVEY CONTROL
 DU0329  ___________________________________________________________________
 DU0329* NAD 83(1986)-  33 30 48.     (N)    110 42 26.     (W)     SCALED    
 DU0329* NAVD 88     -      1561.104  (meters)    5121.72   (feet)  ADJUSTED  
 DU0329  ___________________________________________________________________
 DU0329  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0329  DYNAMIC HT  -        1558.879 (meters)    5114.42  (feet)  COMP
 DU0329  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 DU0329
 DU0329  VERT ORDER  -  SECOND    CLASS 0
 DU0329
 DU0329.The horizontal coordinates were scaled from a topographic map and have
 DU0329.an estimated accuracy of +/- 6 seconds.
 DU0329
 DU0329.The orthometric height was determined by differential leveling
 DU0329.and adjusted by the National Geodetic Survey in June 1991..
 DU0329
 DU0329.The geoid height was determined by GEOID03.
 DU0329
 DU0329.The dynamic height is computed by dividing the NAVD 88
 DU0329.geopotential number by the normal gravity value computed on the
 DU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0329.degrees latitude (g = 980.6199 gals.).
 DU0329
 DU0329.The modeled gravity was interpolated from observed gravity values.
 DU0329
 DU0329;                    North         East    Units  Estimated Accuracy
 DU0329;SPC AZ E     -   278,810.      163,140.      MT  (+/- 180 meters Scaled)
 DU0329
 DU0329                          SUPERSEDED SURVEY CONTROL
 DU0329
 DU0329  NGVD 29 (??/??/92) 1560.394  (m)         5119.39   (f) ADJ UNCH    2 0
 DU0329
 DU0329.Superseded values are not recommended for survey control.
 DU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0329.See file dsdata.txt to determine how the superseded data were derived.
 DU0329
 DU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC271082(NAD 83)
 DU0329_MARKER: DD = SURVEY DISK
 DU0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0329_SP_SET: CATTLE GUARD
 DU0329_STAMPING: STA 556+10 EL 5120.89 1932
 DU0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0329
 DU0329  HISTORY     - Date     Condition        Report By
 DU0329  HISTORY     - 1932     MONUMENTED       AZHD
 DU0329  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0329
 DU0329                          STATION DESCRIPTION
 DU0329
 DU0329'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0329'11.8 MI NE FROM GLOBE.
 DU0329'11.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0329'A LARGE CUT, AT A CONCRETE CATTLE GUARD, AND IN THE TOP OF THE EAST
 DU0329'HEAD WALL.  NOTE-- THERE IS NO CATTLEGUARD IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1910 ***********************************************************************
 AI1910  DESIGNATION -  5122
 AI1910  PID         -  AI1910
 AI1910  STATE/COUNTY-  AZ/MARICOPA
 AI1910  USGS QUAD   -  TEMPE (1982)
 AI1910
 AI1910                         *CURRENT SURVEY CONTROL
 AI1910  ___________________________________________________________________
 AI1910* NAD 83(1992)-  33 27 04.75138(N)    111 53 31.10627(W)     ADJUSTED  
 AI1910* NAVD 88     -       363.3    (meters)    1192.     (feet)  GPS OBS   
 AI1910  ___________________________________________________________________
 AI1910  X           -  -1,986,335.116 (meters)                     COMP
 AI1910  Y           -  -4,943,164.563 (meters)                     COMP
 AI1910  Z           -   3,496,014.556 (meters)                     COMP
 AI1910  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AI1910  ELLIP HEIGHT-         333.62  (meters)          (09/30/99) GPS OBS
 AI1910  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AI1910
 AI1910  HORZ ORDER  -  A
 AI1910  ELLP ORDER  -  THIRD     CLASS I
 AI1910
 AI1910.The horizontal coordinates were established by GPS observations
 AI1910.and adjusted by the National Geodetic Survey in September 1999..
 AI1910
 AI1910.The orthometric height was determined by GPS observations and a
 AI1910.high-resolution geoid model.
 AI1910
 AI1910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1910
 AI1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1910
 AI1910.The ellipsoidal height was determined by GPS observations
 AI1910.and is referenced to NAD 83.
 AI1910
 AI1910.The geoid height was determined by GEOID03.
 AI1910
 AI1910;                    North         East     Units Scale Factor Converg.
 AI1910;SPC AZ C     -   271,802.006   215,655.563   MT  0.99990006   +0 00 49.0
 AI1910;SPC AZ C     -   891,738.86    707,531.37   iFT  0.99990006   +0 00 49.0
 AI1910;UTM  12      - 3,701,677.833   417,100.995   MT  0.99968472   -0 29 30.2
 AI1910
 AI1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1910!SPC AZ C     -   0.99994763  x   0.99990006  =   0.99984769
 AI1910!UTM  12      -   0.99994763  x   0.99968472  =   0.99963236
 AI1910
 AI1910                          SUPERSEDED SURVEY CONTROL
 AI1910
 AI1910.No superseded survey control is available for this station.
 AI1910
 AI1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1710101678(NAD 83)
 AI1910_MARKER: DD = SURVEY DISK
 AI1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1910_STAMPING: 5122
 AI1910_MARK LOGO: AZDT  
 AI1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1910+STABILITY: SURFACE MOTION
 AI1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1910+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1999
 AI1910
 AI1910  HISTORY     - Date     Condition        Report By
 AI1910  HISTORY     - UNK      MONUMENTED
 AI1910  HISTORY     - 19990212 GOOD             AZ0420
 AI1910
 AI1910                          STATION DESCRIPTION
 AI1910
 AI1910'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1910'THE STATION IS LOCATED NEAR THE SOUTHEAST PART OF SCOTTSDALE, ON THE
 AI1910'CENTERLINE OF MCKELLIPS ROAD.  OWNERSHIP-ARIZONA DEPARTMENT OF
 AI1910'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF NORTH 90TH
 AI1910'STREET AND VIA LINDA ROAD IN SCOTTSDALE, GO SOUTH FOR 5.2 KM (3.25 MI)
 AI1910'ON 90TH STREET (TURNS INTO PIMA ROAD) TO MCDONALD DRIVE. TURN LEFT AND
 AI1910'GO EAST FOR 0.4 KM (0.25 MI) ON MCDONALD DRIVE TO THE PIMA FREEWAY
 AI1910'(STATE ROUTE 101).  TURN RIGHT AND GO SOUTH FOR 8.0 KM (4.95 MI) ON
 AI1910'THE PIMA FREEWAY TO MCKELLIPS ROAD.  TURN RIGHT AND GO WEST FOR 90 M
 AI1910'(295.3 FT) ON MCKELLIPS ROAD TO THE STATION.  THE STATION IS RECESSED
 AI1910'18 CM BELOW THE PAVEMENT.  LOCATED 400.5 FT (122.1 M) WEST FROM THE
 AI1910'WEST EDGE OF THE 101 FREEWAY, 117.12 FT (35.70 M) SOUTHEAST FROM THE
 AI1910'SHADOW MOUNTAIN VILLAGE SIGN, 105.16 FT (32.05 M) SOUTHWEST FROM A
 AI1910'FIRE HYDRANT AND 46.36 FT (14.13 M) WEST FROM THE MEDIAN CURB.  ACCESS
 AI1910'TO THE STATION IS THROUGH A HAND HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0509 ***********************************************************************
 ES0509  DESIGNATION -  5124.3
 ES0509  PID         -  ES0509
 ES0509  STATE/COUNTY-  AZ/COCONINO
 ES0509  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0509
 ES0509                         *CURRENT SURVEY CONTROL
 ES0509  ___________________________________________________________________
 ES0509* NAD 83(1986)-  34 57 53.     (N)    111 45 08.     (W)     SCALED    
 ES0509* NAVD 88     -      1563.005  (meters)    5127.96   (feet)  ADJUSTED  
 ES0509  ___________________________________________________________________
 ES0509  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0509  DYNAMIC HT  -        1560.932 (meters)    5121.16  (feet)  COMP
 ES0509  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 ES0509
 ES0509  VERT ORDER  -  FIRST     CLASS II
 ES0509
 ES0509.The horizontal coordinates were scaled from a topographic map and have
 ES0509.an estimated accuracy of +/- 6 seconds.
 ES0509
 ES0509.The orthometric height was determined by differential leveling
 ES0509.and adjusted by the National Geodetic Survey in June 1991..
 ES0509
 ES0509.The geoid height was determined by GEOID03.
 ES0509
 ES0509.The dynamic height is computed by dividing the NAVD 88
 ES0509.geopotential number by the normal gravity value computed on the
 ES0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0509.degrees latitude (g = 980.6199 gals.).
 ES0509
 ES0509.The modeled gravity was interpolated from observed gravity values.
 ES0509
 ES0509;                    North         East    Units  Estimated Accuracy
 ES0509;SPC AZ C     -   439,670.      228,380.      MT  (+/- 180 meters Scaled)
 ES0509
 ES0509                          SUPERSEDED SURVEY CONTROL
 ES0509
 ES0509  NGVD 29 (??/??/92) 1562.143  (m)         5125.13   (f) ADJ UNCH    1 2
 ES0509
 ES0509.Superseded values are not recommended for survey control.
 ES0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0509.See file dsdata.txt to determine how the superseded data were derived.
 ES0509
 ES0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD313693(NAD 83)
 ES0509_MARKER: Z = SEE DESCRIPTION
 ES0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0509_SP_SET: TREE
 ES0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0509
 ES0509  HISTORY     - Date     Condition        Report By
 ES0509  HISTORY     - UNK      MONUMENTED       USGS
 ES0509  HISTORY     - 1933     GOOD             NGS
 ES0509
 ES0509                          STATION DESCRIPTION
 ES0509
 ES0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0509'9.2 MI N FROM SEDONA.
 ES0509'AT SIDE OF HIGHWAY, AT JUNIPINE STORE, 1.3 MILES NORTH OF OAK CREEK
 ES0509'HIGHWAY BRIDGE, ON ROOT ON WEST SIDE OF LARGE JUNIPER TREE PAINTED
 ES0509'WHITE U.S.B.M. 5124.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0087 ***********************************************************************
 FR0087  DESIGNATION -  5127
 FR0087  PID         -  FR0087
 FR0087  STATE/COUNTY-  AZ/YAVAPAI
 FR0087  USGS QUAD   -  ASH FORK (1979)
 FR0087
 FR0087                         *CURRENT SURVEY CONTROL
 FR0087  ___________________________________________________________________
 FR0087* NAD 83(1986)-  35 11 24.     (N)    112 29 31.     (W)     SCALED    
 FR0087* NAVD 88     -      1563.40   (+/-2cm)    5129.3    (feet)  VERTCON   
 FR0087  ___________________________________________________________________
 FR0087  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 FR0087
 FR0087  VERT ORDER  -  ? (See Below)
 FR0087
 FR0087.The horizontal coordinates were scaled from a topographic map and have
 FR0087.an estimated accuracy of +/- 6 seconds.
 FR0087
 FR0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0087.The vertical order pertains to the NGVD 29 superseded value.
 FR0087
 FR0087.The geoid height was determined by GEOID03.
 FR0087
 FR0087;                    North         East    Units  Estimated Accuracy
 FR0087;SPC AZ C     -   464,800.      160,970.      MT  (+/- 180 meters Scaled)
 FR0087
 FR0087                          SUPERSEDED SURVEY CONTROL
 FR0087
 FR0087  NGVD 29 (??/??/92) 1562.537  (m)         5126.42   (f) ADJ UNCH    ?  
 FR0087
 FR0087.Superseded values are not recommended for survey control.
 FR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0087.See file dsdata.txt to determine how the superseded data were derived.
 FR0087
 FR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD641951(NAD 83)
 FR0087_MARKER: P = PIPE CAP
 FR0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0087
 FR0087  HISTORY     - Date     Condition        Report By
 FR0087  HISTORY     - UNK      MONUMENTED       USGS
 FR0087  HISTORY     - 1932     GOOD             NGS
 FR0087
 FR0087                          STATION DESCRIPTION
 FR0087
 FR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0087'3.0 MI S FROM ASH FORK.
 FR0087'3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM ASH
 FR0087'FORK, YAVAPAI COUNTY, OPPOSITE MILEPOST 3, AND 50 FEET EAST OF THE
 FR0087'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 FR0087'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1037 ***********************************************************************
 ES1037  DESIGNATION -  5127=HOUSE
 ES1037  PID         -  ES1037
 ES1037  STATE/COUNTY-  AZ/YAVAPAI
 ES1037  USGS QUAD   -  SEDONA (1969)
 ES1037
 ES1037                         *CURRENT SURVEY CONTROL
 ES1037  ___________________________________________________________________
 ES1037* NAD 83(1992)-  34 46 15.51030(N)    111 51 13.74814(W)     ADJUSTED  
 ES1037* NAVD 88     -      1563.9    (meters)    5131.     (feet)  VERTCON   
 ES1037  ___________________________________________________________________
 ES1037  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 ES1037  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES1037
 ES1037  HORZ ORDER  -  SECOND
 ES1037
 ES1037.The horizontal coordinates were established by classical geodetic methods
 ES1037.and adjusted by the National Geodetic Survey in August 1993..
 ES1037
 ES1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1037
 ES1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1037
 ES1037.The geoid height was determined by GEOID03.
 ES1037
 ES1037;                    North         East     Units Scale Factor Converg.
 ES1037;SPC AZ C     -   418,170.880   219,112.620   MT  0.99990041   +0 02 09.0
 ES1037;SPC AZ C     - 1,371,951.71    718,873.43   iFT  0.99990041   +0 02 09.0
 ES1037;UTM  12      - 3,847,977.561   421,870.128   MT  0.99967523   -0 29 13.0
 ES1037
 ES1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1037!SPC AZ C     -   0.99975852  x   0.99990041  =   0.99965895
 ES1037!UTM  12      -   0.99975852  x   0.99967523  =   0.99943383
 ES1037
 ES1037|---------------------------------------------------------------------|
 ES1037| PID    Reference Object                     Distance      Geod. Az  |
 ES1037|                                                           dddmmss.s |
 ES1037| CH2521 HOUSE RM 1                            3.885 METERS 00549     |
 ES1037| ES1034 SEZ A                               APPROX.10.3 KM 0345007.1 |
 ES1037| ES1136 CASNER                              APPROX.23.2 KM 3282436.1 |
 ES1037|---------------------------------------------------------------------|
 ES1037
 ES1037                          SUPERSEDED SURVEY CONTROL
 ES1037
 ES1037  NAD 83(1986)-  34 46 15.50542(N)    111 51 13.74379(W) AD(       ) 2
 ES1037  NAD 27      -  34 46 15.43174(N)    111 51 11.19462(W) AD(       ) 2
 ES1037  NGVD 29 (07/19/86) 1563.1    (m)         5128.     (f) VERT ANG       
 ES1037
 ES1037.Superseded values are not recommended for survey control.
 ES1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1037.See file dsdata.txt to determine how the superseded data were derived.
 ES1037
 ES1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2187047978(NAD 83)
 ES1037_MARKER: DS = TRIANGULATION STATION DISK
 ES1037_SETTING: 80 = SET IN A BOULDER
 ES1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1037+STABILITY: SURFACE MOTION
 ES1037
 ES1037  HISTORY     - Date     Condition        Report By
 ES1037  HISTORY     - 1930     MONUMENTED       USGS
 ES1037  HISTORY     - 1979     GOOD             AZDT
 ES1037  HISTORY     - 20050811 MARK NOT FOUND   INDIV
 ES1037
 ES1037                          STATION DESCRIPTION
 ES1037
 ES1037'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1037'LOCATED ABOUT 12 MI BY RD. SW. OF SEDONA, 8 MI NE. OF CORNVILLE.
 ES1037'N. OF SEDONA-CORNVILLE RD. VIA BIG PARK AND DRY BEAVER CREEK.
 ES1037'
 ES1037'TO REACH FROM SEDONA-CORNVILLE RD., TURN OFF MAIN RD. ON EAST
 ES1037'SIDE OF N.-S. FENCE LINE ABOUT 2 MI W. OF DRY BEAVER CREEK
 ES1037'FOLLOWING DIM WOOD HAULERS RD. IN NORTHERLY DIRECTION TO TOP OF
 ES1037'MESA IN JUNIPER FLAT.  LEAVE RD. WESTERLY ACROSS TOP OF MESA
 ES1037'PASSING OVER SOUTH ONE OF TWO VISIBLE HIGH POINTS (GATE AT FENCE
 ES1037'CORNER ON SOUTHEAST SLOPE).  FROM THIS POINT STATION PEAK CAN BE
 ES1037'SEEN AS ROCKY POINT ACROSS DIVIDE ON WEST EDGE OF MESA.
 ES1037'
 ES1037'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1037'MALPAIS ROCK 4 FT LOWER THAN HIGHEST POINT.
 ES1037'
 ES1037'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN TOP OF
 ES1037'HIGHEST ROCK.
 ES1037
 ES1037                          STATION RECOVERY (1979)
 ES1037
 ES1037'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1037'THE STATION MARK IS A STANDARD USGS DISK STAMPED---Y1930 5127VA---IT
 ES1037'WAS RECOVERED IN GOOD CONDITION.
 ES1037'
 ES1037'REFERENCE MARK 1 IS A STANDARD USGS DISK WHICH HAS NO STAMPING.  IT
 ES1037'WAS RECOVERED IN GOOD CONDITION.
 ES1037'
 ES1037'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1037'ON EAST MINGUS AVENUE FOR 0.8 MILE TO US HIGHWAY 89A.  TURN LEFT ON US
 ES1037'89A AND TRAVEL SOUTHEAST FOR 1.7 MILE TO MAIN STREET.  TURN RIGHT ON
 ES1037'MAIN STREET AND TRAVEL SOUTHEAST FOR 0.6 MILE TO THE JUNCTION OF 89A
 ES1037'AND SR 279, CONTINUE ALONG 89A FOR 2.0 MILES TO THE CORNVILLE-CAMP
 ES1037'VERDE TURN-OFF.  TURN RIGHT AND CONTINUE THROUGH CORNVILLE FOR 8.4
 ES1037'MILES TO FOREST ROAD 120.  TURN LEFT ON 120 NORTHEAST FOR 3.1 MILES TO
 ES1037'A TRAIL ON LEFT.  TURN LEFT AND GO WEST FOR 0.2 MILE TO A FORK AT
 ES1037'GROUND TANKS.  TAKE LEFT FORK FOR 1.2 MILES TO A CATTLE GUARD.  CROSS
 ES1037'OVER CATTLE GUARD AND CONTINUE UP CANYON ON MAIN TRAIL FOR 2.0 MILES
 ES1037'TO A FORK, TAKE LEFT FORK 0.3 MILE TO A METAL WATER TANK ON RIGHTT8
 ES1037'CONTINUE UP HILL ON MAIN TRAIL FOR 0.8 MILE TO A GROUND TANK ON LEFT.
 ES1037'CONTINUE AHEAD FOR 0.16 MILES TO A GATE, PASS THROUGH GATE AND FO-90C
 ES1037'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK WEST TO TOP OF HILL
 ES1037'AND THEN NORTHWEST TO HIGHEST POINT OF PROMINENT ROCK OUTCROP AND THE
 ES1037'STATION.
 ES1037
 ES1037                          STATION RECOVERY (2005)
 ES1037
 ES1037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 ES1037'DISK HAS BEEN REMOVED.  LOCATED DRILL HOLE IN ROCK AND EVIDENCE OF
 ES1037'CEMENT SETTING AROUND HOLE IN SHAPE OF DISK.
 ES1037'UPDATES TO DIRECTIONS IN 1979 RECOVERY -
 ES1037'ROAD LISTED AS FOREST ROAD 120 IS NOW KNOWN AS COUNTY ROAD 78.
 ES1037''TRAIL' ON LEFT IS NOW SIGNED 'FOREST ROUTE 9952'.  GATE AT 0.16 MILES
 ES1037'IS NOW A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0249 ***********************************************************************
 FR0249  DESIGNATION -  5131.71
 FR0249  PID         -  FR0249
 FR0249  STATE/COUNTY-  AZ/YAVAPAI
 FR0249  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0249
 FR0249                         *CURRENT SURVEY CONTROL
 FR0249  ___________________________________________________________________
 FR0249* NAD 83(1986)-  35 13 16.     (N)    112 30 29.     (W)     SCALED    
 FR0249* NAVD 88     -      1565.043  (meters)    5134.65   (feet)  POSTED    
 FR0249  ___________________________________________________________________
 FR0249  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 FR0249  DYNAMIC HT  -        1562.990 (meters)    5127.91  (feet)  COMP
 FR0249  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 FR0249
 FR0249  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0249
 FR0249.The horizontal coordinates were scaled from a topographic map and have
 FR0249.an estimated accuracy of +/- 6 seconds.
 FR0249
 FR0249.The orthometric height was determined by differential leveling
 FR0249.and adjusted by the National Geodetic Survey in 1992..
 FR0249.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0249.rate of 2.1 thru 3.0 mm/km.
 FR0249
 FR0249.The geoid height was determined by GEOID03.
 FR0249
 FR0249.The dynamic height is computed by dividing the NAVD 88
 FR0249.geopotential number by the normal gravity value computed on the
 FR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0249.degrees latitude (g = 980.6199 gals.).
 FR0249
 FR0249.The modeled gravity was interpolated from observed gravity values.
 FR0249
 FR0249;                    North         East    Units  Estimated Accuracy
 FR0249;SPC AZ C     -   468,260.      159,520.      MT  (+/- 180 meters Scaled)
 FR0249
 FR0249                          SUPERSEDED SURVEY CONTROL
 FR0249
 FR0249  NGVD 29 (??/??/92) 1564.176  (m)         5131.80   (f) ADJ UNCH    2 0
 FR0249
 FR0249.Superseded values are not recommended for survey control.
 FR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0249.See file dsdata.txt to determine how the superseded data were derived.
 FR0249
 FR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD627986(NAD 83)
 FR0249_MARKER: DD = SURVEY DISK
 FR0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0249_SP_SET: CURB
 FR0249_STAMPING: 5131.71 2021.6719
 FR0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0249
 FR0249  HISTORY     - Date     Condition        Report By
 FR0249  HISTORY     - UNK      MONUMENTED       AZHD
 FR0249  HISTORY     - 1973     GOOD             USGS
 FR0249  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0249
 FR0249                          STATION DESCRIPTION
 FR0249
 FR0249'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0249'1.5 MI W FROM ASH FORK.
 FR0249'BEGINNING AT THE POST OFFICE AT ASH FORK.  THENCE NORTH FOR 0.1 MILE
 FR0249'TO WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40.  THENCE 1.5 MILES
 FR0249'WEST, ON THE NORTHWEST END OF AN OVERPASS BRIDGE OF THE WEST BOUND
 FR0249'TRAFFIC OVER THE A. T. AND S. F. RAILROAD, 21 FT NORTH OF THE CENTER
 FR0249'OF THE ROAD, 2 FT. EAST OF THE WEST END OF THE BRIDGE SET IN THE TOP
 FR0249'OF THE WEST END OF THE NORTH CONCRETE CURB OF THE OVERPASS.
 FR0249
 FR0249                          STATION RECOVERY (1982)
 FR0249
 FR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0249'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0068 ***********************************************************************
 FR0068  DESIGNATION -  5141
 FR0068  PID         -  FR0068
 FR0068  STATE/COUNTY-  AZ/YAVAPAI
 FR0068  USGS QUAD   -  ASH FORK (1979)
 FR0068
 FR0068                         *CURRENT SURVEY CONTROL
 FR0068  ___________________________________________________________________
 FR0068* NAD 83(1986)-  35 13 27.     (N)    112 28 59.     (W)     SCALED    
 FR0068* NAVD 88     -      1567.323  (meters)    5142.13   (feet)  POSTED    
 FR0068  ___________________________________________________________________
 FR0068  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 FR0068  DYNAMIC HT  -        1565.260 (meters)    5135.36  (feet)  COMP
 FR0068  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FR0068
 FR0068  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0068
 FR0068.The horizontal coordinates were scaled from a topographic map and have
 FR0068.an estimated accuracy of +/- 6 seconds.
 FR0068
 FR0068.The orthometric height was determined by differential leveling
 FR0068.and adjusted by the National Geodetic Survey in 1992..
 FR0068.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0068.rate of 2.1 thru 3.0 mm/km.
 FR0068
 FR0068.The geoid height was determined by GEOID03.
 FR0068
 FR0068.The dynamic height is computed by dividing the NAVD 88
 FR0068.geopotential number by the normal gravity value computed on the
 FR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0068.degrees latitude (g = 980.6199 gals.).
 FR0068
 FR0068.The modeled gravity was interpolated from observed gravity values.
 FR0068
 FR0068;                    North         East    Units  Estimated Accuracy
 FR0068;SPC AZ C     -   468,590.      161,800.      MT  (+/- 180 meters Scaled)
 FR0068
 FR0068                          SUPERSEDED SURVEY CONTROL
 FR0068
 FR0068  NGVD 29 (??/??/92) 1566.465  (m)         5139.31   (f) ADJ UNCH    1 2
 FR0068
 FR0068.Superseded values are not recommended for survey control.
 FR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0068.See file dsdata.txt to determine how the superseded data were derived.
 FR0068
 FR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD650989(NAD 83)
 FR0068_MARKER: P = PIPE CAP
 FR0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0068_STAMPING: 5139.311
 FR0068_MARK LOGO: USGS  
 FR0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0068
 FR0068  HISTORY     - Date     Condition        Report By
 FR0068  HISTORY     - UNK      MONUMENTED       USGS
 FR0068  HISTORY     - 1962     GOOD             NGS
 FR0068  HISTORY     - 1982     GOOD             NGS
 FR0068
 FR0068                          STATION DESCRIPTION
 FR0068
 FR0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0068'IN ASH FORK.
 FR0068'AT ASH FORK, ABOUT 0.3 MILE EAST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0068'RAILWAY STATION, AT THE CORNER OF THIRD AVENUE AND THE WEST BOUND LANE
 FR0068'OF U.S. HIGHWAY 66, 20 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE
 FR0068'OF U.S. HIGHWAY 66, 30 FEET EAST OF THE CENTER OF THIRD AVENUE, 15
 FR0068'FEET WEST OF THE NORTHWEST CORNER OF A WHITE PAINTED HOUSE WITH RED
 FR0068'TRIM, 10 FEET NORTHEAST OF POLE NO. 12, A U.S.G.S. CAP RIVETED TO THE
 FR0068'TOP OF A 3 1/2 INCH IRON PIPE ABOUT FLUSH WITH THE SIDEWALK, AND ABOUT
 FR0068'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 66.
 FR0068
 FR0068                          STATION RECOVERY (1982)
 FR0068
 FR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0068'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0183 ***********************************************************************
 FR0183  DESIGNATION -  5144.33
 FR0183  PID         -  FR0183
 FR0183  STATE/COUNTY-  AZ/YAVAPAI
 FR0183  USGS QUAD   -  RED MESA (1981)
 FR0183
 FR0183                         *CURRENT SURVEY CONTROL
 FR0183  ___________________________________________________________________
 FR0183* NAD 83(1986)-  35 22 57.     (N)    112 59 17.     (W)     SCALED    
 FR0183* NAVD 88     -      1568.869  (meters)    5147.20   (feet)  ADJUSTED  
 FR0183  ___________________________________________________________________
 FR0183  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0183  DYNAMIC HT  -        1566.815 (meters)    5140.46  (feet)  COMP
 FR0183  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 FR0183
 FR0183  VERT ORDER  -  FIRST     CLASS II
 FR0183
 FR0183.The horizontal coordinates were scaled from a topographic map and have
 FR0183.an estimated accuracy of +/- 6 seconds.
 FR0183
 FR0183.The orthometric height was determined by differential leveling
 FR0183.and adjusted by the National Geodetic Survey in June 1991..
 FR0183.WARNING-Repeat measurements at this control monument indicate possible
 FR0183.vertical movement.
 FR0183
 FR0183.The geoid height was determined by GEOID03.
 FR0183
 FR0183.The dynamic height is computed by dividing the NAVD 88
 FR0183.geopotential number by the normal gravity value computed on the
 FR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0183.degrees latitude (g = 980.6199 gals.).
 FR0183
 FR0183.The modeled gravity was interpolated from observed gravity values.
 FR0183
 FR0183;                    North         East    Units  Estimated Accuracy
 FR0183;SPC AZ C     -   486,530.      116,020.      MT  (+/- 180 meters Scaled)
 FR0183
 FR0183                          SUPERSEDED SURVEY CONTROL
 FR0183
 FR0183  NGVD 29 (??/??/92) 1567.970  (m)         5144.25   (f) ADJ UNCH    1 2
 FR0183
 FR0183.Superseded values are not recommended for survey control.
 FR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0183.See file dsdata.txt to determine how the superseded data were derived.
 FR0183
 FR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE194172(NAD 83)
 FR0183_MARKER: DD = SURVEY DISK
 FR0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0183_STAMPING: 5144.33 ELEV.-67
 FR0183_MARK LOGO: AZHD  
 FR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0183+STABILITY: SURFACE MOTION
 FR0183
 FR0183  HISTORY     - Date     Condition        Report By
 FR0183  HISTORY     - 1967     MONUMENTED       AZHD
 FR0183  HISTORY     - 1968     GOOD             NGS
 FR0183  HISTORY     - 1982     GOOD             NGS
 FR0183
 FR0183                          STATION DESCRIPTION
 FR0183
 FR0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0183'8.15 MI W FROM SELIGMAN.
 FR0183'8.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0183'THE STATION AT SELIGMAN, ABOUT 2 1/2 POLES SOUTHEAST OF MILEPOST 437,
 FR0183'DIRECTLY OPPOSITE A WOODEN RAILROAD BRIDGE, IN THE TOP OF THE CENTER
 FR0183'OF THE SOUTHWEST CONCRETE HEADWALL OF U.S. HIGHWAY 66 HIGHWAY
 FR0183'QUADRUPLET CONCRETE BOX CULVERTS, 25 1/2 FEET SOUTHWEST OF THE CENTER
 FR0183'LINE OF THE HIGHWAY, ABOUT 356 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 FR0183'THE RAILROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FR0183
 FR0183                          STATION RECOVERY (1982)
 FR0183
 FR0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0183'13.2 KM (8.2 MI) NORHTWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0183'RAILROAD FROM THE STATION IN SELIGMAN, IN THE TOP AND CENTER OF THE
 FR0183'SOUTHWEST HEADWALL OF A 4-CHANNEL BOX HIGHWAY CULVERT WITH STEEL GUARD
 FR0183'RAILS, 7.3 METERS (24 FT) NORTHWEST OF THE SOUTHEAST END, 91.4 METERS
 FR0183'(300 FT) NORTHEAST OF THE NORTHEAST RAIL, 10 METERS (33 FT) SOUTHWEST
 FR0183'OF THE CENTERLINE OF US HIGHWAY 66.
 FR0183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0332 ***********************************************************************
 GP0332  DESIGNATION -  5145.60
 GP0332  PID         -  GP0332
 GP0332  STATE/COUNTY-  AZ/COCONINO
 GP0332  USGS QUAD   -  EMMETT HILL (1985)
 GP0332
 GP0332                         *CURRENT SURVEY CONTROL
 GP0332  ___________________________________________________________________
 GP0332* NAD 83(1986)-  36 43 02.     (N)    111 59 58.     (W)     SCALED    
 GP0332* NAVD 88     -      1565.890  (meters)    5137.42   (feet)  POSTED    
 GP0332  ___________________________________________________________________
 GP0332  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 GP0332  DYNAMIC HT  -        1564.010 (meters)    5131.26  (feet)  COMP
 GP0332  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 GP0332
 GP0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0332
 GP0332.The horizontal coordinates were scaled from a topographic map and have
 GP0332.an estimated accuracy of +/- 6 seconds.
 GP0332
 GP0332.The orthometric height was determined by differential leveling
 GP0332.and adjusted by the National Geodetic Survey in 1992..
 GP0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0332.rate of 0.0 thru 1.0 mm/km.
 GP0332
 GP0332.The geoid height was determined by GEOID03.
 GP0332
 GP0332.The dynamic height is computed by dividing the NAVD 88
 GP0332.geopotential number by the normal gravity value computed on the
 GP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0332.degrees latitude (g = 980.6199 gals.).
 GP0332
 GP0332.The modeled gravity was interpolated from observed gravity values.
 GP0332
 GP0332;                    North         East    Units  Estimated Accuracy
 GP0332;SPC AZ C     -   634,100.      205,970.      MT  (+/- 180 meters Scaled)
 GP0332
 GP0332                          SUPERSEDED SURVEY CONTROL
 GP0332
 GP0332  NGVD 29 (??/??/92) 1564.894  (m)         5134.16   (f) ADJ UNCH    1 2
 GP0332
 GP0332.Superseded values are not recommended for survey control.
 GP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0332.See file dsdata.txt to determine how the superseded data were derived.
 GP0332
 GP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF107639(NAD 83)
 GP0332_MARKER: DD = SURVEY DISK
 GP0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0332_SP_SET: BRIDGE CURBING
 GP0332_STAMPING: 5145.60 1322+54.0 1934
 GP0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0332
 GP0332  HISTORY     - Date     Condition        Report By
 GP0332  HISTORY     - 1934     MONUMENTED       AZHD
 GP0332  HISTORY     - 1934     GOOD             NGS
 GP0332
 GP0332                          STATION DESCRIPTION
 GP0332
 GP0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0332'2.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0332'2.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0332'COUNTY, AT A STEEL AND CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP
 GP0332'OF THE NORTH CONCRETE CURBING.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 GP0332'STANDARD DISK, STAMPED 5145.60 1322+54.0 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0087 ***********************************************************************
 ET0087  DESIGNATION -  5153
 ET0087  PID         -  ET0087
 ET0087  STATE/COUNTY-  AZ/YAVAPAI
 ET0087  USGS QUAD   -  CLARKDALE (1973)
 ET0087
 ET0087                         *CURRENT SURVEY CONTROL
 ET0087  ___________________________________________________________________
 ET0087* NAD 83(1986)-  34 45 03.     (N)    112 06 56.     (W)     SCALED    
 ET0087* NAVD 88     -      1572.854  (meters)    5160.27   (feet)  POSTED    
 ET0087  ___________________________________________________________________
 ET0087  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0087  DYNAMIC HT  -        1570.740 (meters)    5153.34  (feet)  COMP
 ET0087  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 ET0087
 ET0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0087
 ET0087.The horizontal coordinates were scaled from a topographic map and have
 ET0087.an estimated accuracy of +/- 6 seconds.
 ET0087
 ET0087.The orthometric height was determined by differential leveling
 ET0087.and adjusted by the National Geodetic Survey in November 2005..
 ET0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0087.rate of 0.0 thru 1.0 mm/km.
 ET0087
 ET0087.The geoid height was determined by GEOID03.
 ET0087
 ET0087.The dynamic height is computed by dividing the NAVD 88
 ET0087.geopotential number by the normal gravity value computed on the
 ET0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0087.degrees latitude (g = 980.6199 gals.).
 ET0087
 ET0087.The modeled gravity was interpolated from observed gravity values.
 ET0087
 ET0087;                    North         East    Units  Estimated Accuracy
 ET0087;SPC AZ C     -   415,950.      195,150.      MT  (+/- 180 meters Scaled)
 ET0087
 ET0087                          SUPERSEDED SURVEY CONTROL
 ET0087
 ET0087  NGVD 29 (??/??/92) 1572.026  (m)         5157.56   (f) ADJ UNCH    1 2
 ET0087
 ET0087.Superseded values are not recommended for survey control.
 ET0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0087.See file dsdata.txt to determine how the superseded data were derived.
 ET0087
 ET0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD978459(NAD 83)
 ET0087_MARKER: DD = SURVEY DISK
 ET0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0087_SP_SET: CUILDING
 ET0087_STAMPING: 5153 PRSCT
 ET0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0087
 ET0087  HISTORY     - Date     Condition        Report By
 ET0087  HISTORY     - UNK      MONUMENTED       USGS
 ET0087  HISTORY     - 1933     GOOD             NGS
 ET0087
 ET0087                          STATION DESCRIPTION
 ET0087
 ET0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0087'IN JEROME.
 ET0087'T.F. MILERS STORE, SOUTHEAST CORNER OF, EAST FACE OF BUILDING, 2 FEET
 ET0087'ABOVE SIDE WALK, IN VERTICAL FACE OF STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0479 ***********************************************************************
 ET0479  DESIGNATION -  5159
 ET0479  PID         -  ET0479
 ET0479  STATE/COUNTY-  AZ/YAVAPAI
 ET0479  USGS QUAD   -  INDIAN PEAK (1986)
 ET0479
 ET0479                         *CURRENT SURVEY CONTROL
 ET0479  ___________________________________________________________________
 ET0479* NAD 83(1986)-  34 55 37.     (N)    112 50 21.     (W)     SCALED    
 ET0479* NAVD 88     -      1575.402  (meters)    5168.63   (feet)  POSTED    
 ET0479  ___________________________________________________________________
 ET0479  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0479  DYNAMIC HT  -        1573.300 (meters)    5161.74  (feet)  COMP
 ET0479  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 ET0479
 ET0479  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0479
 ET0479.The horizontal coordinates were scaled from a topographic map and have
 ET0479.an estimated accuracy of +/- 6 seconds.
 ET0479
 ET0479.The orthometric height was determined by differential leveling
 ET0479.and adjusted by the National Geodetic Survey in November 2005..
 ET0479.No vertical observational check was made to the station.
 ET0479.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0479.was located on a no-check spur therefore a value was not computed.
 ET0479
 ET0479.The geoid height was determined by GEOID03.
 ET0479
 ET0479.The dynamic height is computed by dividing the NAVD 88
 ET0479.geopotential number by the normal gravity value computed on the
 ET0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0479.degrees latitude (g = 980.6199 gals.).
 ET0479
 ET0479.The modeled gravity was interpolated from observed gravity values.
 ET0479
 ET0479;                    North         East    Units  Estimated Accuracy
 ET0479;SPC AZ C     -   435,860.      129,080.      MT  (+/- 180 meters Scaled)
 ET0479
 ET0479                          SUPERSEDED SURVEY CONTROL
 ET0479
 ET0479  NGVD 29 (??/??/92) 1574.471  (m)         5165.58   (f) ADJ UNCH    2 0
 ET0479
 ET0479.Superseded values are not recommended for survey control.
 ET0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0479.See file dsdata.txt to determine how the superseded data were derived.
 ET0479
 ET0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD320664(NAD 83)
 ET0479_MARKER: P = PIPE CAP
 ET0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0479_STAMPING: PRESCT ELEV 5158
 ET0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0479
 ET0479  HISTORY     - Date     Condition        Report By
 ET0479  HISTORY     - UNK      MONUMENTED       USGS
 ET0479  HISTORY     - 1935     GOOD             NGS
 ET0479
 ET0479                          STATION DESCRIPTION
 ET0479
 ET0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0479'0.4 MI NW FROM WALNUT CREEK RANGER STATION.
 ET0479'0.4 MI. N.W. ALONG ROAD TO SELIGMAN. 1.4 MI. W. OF THE JUNCTION OF
 ET0479'ROADS TO SELIGMAN, SIMMONS, AND WALNUT CREEK, 95 FT. S. OF THE CENTER
 ET0479'LINE ROAD, 33 FT. N. OF AN OLD ADOBE FORT, (JUST ONE CORNER OF THE
 ET0479'BLDG. REMAINS), 3 FT. S. OF AN E. AND W. FENCE LINE, BRONZE U.S.G.S.
 ET0479'CAP SET ON AN IRON PIPE 12 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0509 ***********************************************************************
 FS0509  DESIGNATION -  516 50
 FS0509  PID         -  FS0509
 FS0509  STATE/COUNTY-  AZ/MOHAVE
 FS0509  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0509
 FS0509                         *CURRENT SURVEY CONTROL
 FS0509  ___________________________________________________________________
 FS0509* NAD 83(1986)-  35 29 23.     (N)    114 19 35.     (W)     SCALED    
 FS0509* NAVD 88     -       960.641  (meters)    3151.70   (feet)  ADJUSTED  
 FS0509  ___________________________________________________________________
 FS0509  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0509  DYNAMIC HT  -         959.533 (meters)    3148.07  (feet)  COMP
 FS0509  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 FS0509
 FS0509  VERT ORDER  -  FIRST     CLASS I
 FS0509
 FS0509.The horizontal coordinates were scaled from a topographic map and have
 FS0509.an estimated accuracy of +/- 6 seconds.
 FS0509
 FS0509.The orthometric height was determined by differential leveling
 FS0509.and adjusted by the National Geodetic Survey in June 1991..
 FS0509
 FS0509.The geoid height was determined by GEOID03.
 FS0509
 FS0509.The dynamic height is computed by dividing the NAVD 88
 FS0509.geopotential number by the normal gravity value computed on the
 FS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0509.degrees latitude (g = 980.6199 gals.).
 FS0509
 FS0509.The modeled gravity was interpolated from observed gravity values.
 FS0509
 FS0509;                    North         East    Units  Estimated Accuracy
 FS0509;SPC AZ W     -   498,070.      161,060.      MT  (+/- 180 meters Scaled)
 FS0509
 FS0509                          SUPERSEDED SURVEY CONTROL
 FS0509
 FS0509.No superseded survey control is available for this station.
 FS0509
 FS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425306(NAD 83)
 FS0509_MARKER: DD = SURVEY DISK
 FS0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0509_SP_SET: CULVERT
 FS0509_STAMPING: 3149-69 516+50 1935
 FS0509_MARK LOGO: AZHD  
 FS0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0509
 FS0509  HISTORY     - Date     Condition        Report By
 FS0509  HISTORY     - 1935     MONUMENTED       AZHD
 FS0509  HISTORY     - 1950     GOOD             NGS
 FS0509  HISTORY     - 1982     GOOD             NGS
 FS0509
 FS0509                          STATION DESCRIPTION
 FS0509
 FS0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0509'7.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0509'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0509'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0509'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0509'SOUTHWEST CONCRETE HEAD WALL, 16 FEET SOUTHWEST OF THE CENTER
 FS0509'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0509
 FS0509                          STATION RECOVERY (1982)
 FS0509
 FS0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0194 ***********************************************************************
 GP0194  DESIGNATION -  5163.70
 GP0194  PID         -  GP0194
 GP0194  STATE/COUNTY-  AZ/COCONINO
 GP0194  USGS QUAD   -  TANNER WELL (1985)
 GP0194
 GP0194                         *CURRENT SURVEY CONTROL
 GP0194  ___________________________________________________________________
 GP0194* NAD 83(1986)-  36 35 56.     (N)    111 39 21.     (W)     SCALED    
 GP0194* NAVD 88     -      1574.933  (meters)    5167.09   (feet)  ADJUSTED  
 GP0194  ___________________________________________________________________
 GP0194  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0194  DYNAMIC HT  -        1573.010 (meters)    5160.78  (feet)  COMP
 GP0194  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 GP0194
 GP0194  VERT ORDER  -  FIRST     CLASS II
 GP0194
 GP0194.The horizontal coordinates were scaled from a topographic map and have
 GP0194.an estimated accuracy of +/- 6 seconds.
 GP0194
 GP0194.The orthometric height was determined by differential leveling
 GP0194.and adjusted by the National Geodetic Survey in June 1991..
 GP0194
 GP0194.The geoid height was determined by GEOID03.
 GP0194
 GP0194.The dynamic height is computed by dividing the NAVD 88
 GP0194.geopotential number by the normal gravity value computed on the
 GP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0194.degrees latitude (g = 980.6199 gals.).
 GP0194
 GP0194.The modeled gravity was interpolated from observed gravity values.
 GP0194
 GP0194;                    North         East    Units  Estimated Accuracy
 GP0194;SPC AZ C     -   620,990.      236,700.      MT  (+/- 180 meters Scaled)
 GP0194
 GP0194                          SUPERSEDED SURVEY CONTROL
 GP0194
 GP0194  NGVD 29 (??/??/92) 1573.933  (m)         5163.81   (f) ADJ UNCH    1 2
 GP0194
 GP0194.Superseded values are not recommended for survey control.
 GP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0194.See file dsdata.txt to determine how the superseded data were derived.
 GP0194
 GP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF413505(NAD 83)
 GP0194_MARKER: DD = SURVEY DISK
 GP0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0194_SP_SET: CURB
 GP0194_STAMPING: 5163.70 2881+56 1934
 GP0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0194
 GP0194  HISTORY     - Date     Condition        Report By
 GP0194  HISTORY     - 1934     MONUMENTED       AZHD
 GP0194  HISTORY     - 1962     GOOD             NGS
 GP0194  HISTORY     - 1978     GOOD             USGS
 GP0194  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0194
 GP0194                          STATION DESCRIPTION
 GP0194
 GP0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0194'2.8 MI S FROM BITTER SPRINGS.
 GP0194'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0194'STATION AT BITTER SPRINGS, AT THE SOUTH END OF A CONCRETE BRIDGE OVER
 GP0194'TANNERS WASH, 11.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0194'10 INCHES ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 GP0194'SOUTH END OF THE EAST CONCRETE CURB OF THE TANNERS WASH BRIDGE.
 GP0194
 GP0194                          STATION RECOVERY (1978)
 GP0194
 GP0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0194'CHANGE PRIMARY REFERENCE TO-- JCT OF US HWY 89 AND ALT. 89 AT BITTER
 GP0194'SPRINGS. 2.6 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0194'0.3 MILES S. AND ROAD JCT IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0194'IS ADEQUATE.
 GP0194
 GP0194                          STATION RECOVERY (1983)
 GP0194
 GP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0194'NOT RECOVERED.  NEW BRIDGE AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1208 ***********************************************************************
 DU1208  DESIGNATION -  518+26
 DU1208  PID         -  DU1208
 DU1208  STATE/COUNTY-  AZ/GILA
 DU1208  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1208
 DU1208                         *CURRENT SURVEY CONTROL
 DU1208  ___________________________________________________________________
 DU1208* NAD 83(1986)-  33 47 39.     (N)    110 29 56.     (W)     SCALED    
 DU1208* NAVD 88     -      1194.028  (meters)    3917.41   (feet)  ADJUSTED  
 DU1208  ___________________________________________________________________
 DU1208  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU1208  DYNAMIC HT  -        1192.413 (meters)    3912.11  (feet)  COMP
 DU1208  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 DU1208
 DU1208  VERT ORDER  -  FIRST     CLASS II
 DU1208
 DU1208.The horizontal coordinates were scaled from a topographic map and have
 DU1208.an estimated accuracy of +/- 6 seconds.
 DU1208
 DU1208.The orthometric height was determined by differential leveling
 DU1208.and adjusted by the National Geodetic Survey in June 1991..
 DU1208
 DU1208.The geoid height was determined by GEOID03.
 DU1208
 DU1208.The dynamic height is computed by dividing the NAVD 88
 DU1208.geopotential number by the normal gravity value computed on the
 DU1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1208.degrees latitude (g = 980.6199 gals.).
 DU1208
 DU1208.The modeled gravity was interpolated from observed gravity values.
 DU1208
 DU1208;                    North         East    Units  Estimated Accuracy
 DU1208;SPC AZ E     -   309,880.      182,600.      MT  (+/- 180 meters Scaled)
 DU1208
 DU1208                          SUPERSEDED SURVEY CONTROL
 DU1208
 DU1208.No superseded survey control is available for this station.
 DU1208
 DU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC463394(NAD 83)
 DU1208_MARKER: DB = BENCH MARK DISK
 DU1208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1208_SP_SET: HEADWALL CONCRETE CULVERT
 DU1208_STAMPING: 3526.56 518+26
 DU1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1208+STABILITY: SURFACE MOTION
 DU1208
 DU1208  HISTORY     - Date     Condition        Report By
 DU1208  HISTORY     - UNK      MONUMENTED       AZHD
 DU1208  HISTORY     - 1979     GOOD             NGS
 DU1208
 DU1208                          STATION DESCRIPTION
 DU1208
 DU1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1208'36.7 MI NE FROM GLOBE.
 DU1208'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1208'IN SALT RIVER CANYON, 48.6 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 DU1208'WEST END OF A GUARD RAIL AND 30.7 FEET SOUTH OF THE CENTERLINE OF
 DU1208'THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU1208'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1336 ***********************************************************************
 DV1336  DESIGNATION -  5.19
 DV1336  PID         -  DV1336
 DV1336  STATE/COUNTY-  AZ/MARICOPA
 DV1336  USGS QUAD   -  PERRYVILLE (1982)
 DV1336
 DV1336                         *CURRENT SURVEY CONTROL
 DV1336  ___________________________________________________________________
 DV1336* NAD 83(1986)-  33 27 40.     (N)    112 24 35.     (W)     SCALED    
 DV1336* NAVD 88     -       313.053  (meters)    1027.07   (feet)  ADJUSTED  
 DV1336  ___________________________________________________________________
 DV1336  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1336  DYNAMIC HT  -         312.691 (meters)    1025.89  (feet)  COMP
 DV1336  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1336
 DV1336  VERT ORDER  -  FIRST     CLASS II
 DV1336
 DV1336.The horizontal coordinates were scaled from a topographic map and have
 DV1336.an estimated accuracy of +/- 6 seconds.
 DV1336
 DV1336.The orthometric height was determined by differential leveling
 DV1336.and adjusted by the National Geodetic Survey in November 1993..
 DV1336
 DV1336.The geoid height was determined by GEOID03.
 DV1336
 DV1336.The dynamic height is computed by dividing the NAVD 88
 DV1336.geopotential number by the normal gravity value computed on the
 DV1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1336.degrees latitude (g = 980.6199 gals.).
 DV1336
 DV1336.The modeled gravity was interpolated from observed gravity values.
 DV1336
 DV1336;                    North         East    Units  Estimated Accuracy
 DV1336;SPC AZ C     -   273,000.      167,530.      MT  (+/- 180 meters Scaled)
 DV1336
 DV1336                          SUPERSEDED SURVEY CONTROL
 DV1336
 DV1336.No superseded survey control is available for this station.
 DV1336
 DV1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689032(NAD 83)
 DV1336_MARKER: DB = BENCH MARK DISK
 DV1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1336_SP_SET: CONCRETE BRIDGE
 DV1336_STAMPING: 5.19
 DV1336_MARK LOGO: AZDT  
 DV1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1336+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DV1336
 DV1336  HISTORY     - Date     Condition        Report By
 DV1336  HISTORY     - UNK      MONUMENTED       AZDT
 DV1336  HISTORY     - 1981     GOOD             AZDT
 DV1336  HISTORY     - 20060811 GOOD             GEOCAC
 DV1336
 DV1336                          STATION DESCRIPTION
 DV1336
 DV1336'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1336'4.5 MI NW FROM GOODYEAR.
 DV1336'4.0 MI (6.4 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1336'INTERSECTION OF DYSART ROAD TO THE SARIVAL ROAD OVERPASS AND THE MARK.
 DV1336'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1336'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
 DV1336
 DV1336                          STATION RECOVERY (2006)
 DV1336
 DV1336'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0086 ***********************************************************************
 FR0086  DESIGNATION -  5191
 FR0086  PID         -  FR0086
 FR0086  STATE/COUNTY-  AZ/YAVAPAI
 FR0086  USGS QUAD   -  ASH FORK (1979)
 FR0086
 FR0086                         *CURRENT SURVEY CONTROL
 FR0086  ___________________________________________________________________
 FR0086* NAD 83(1986)-  35 08 48.     (N)    112 28 16.     (W)     SCALED    
 FR0086* NAVD 88     -      1582.92   (+/-2cm)    5193.3    (feet)  VERTCON   
 FR0086  ___________________________________________________________________
 FR0086  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FR0086
 FR0086  VERT ORDER  -  ? (See Below)
 FR0086
 FR0086.The horizontal coordinates were scaled from a topographic map and have
 FR0086.an estimated accuracy of +/- 6 seconds.
 FR0086
 FR0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0086.The vertical order pertains to the NGVD 29 superseded value.
 FR0086
 FR0086.The geoid height was determined by GEOID03.
 FR0086
 FR0086;                    North         East    Units  Estimated Accuracy
 FR0086;SPC AZ C     -   459,990.      162,840.      MT  (+/- 180 meters Scaled)
 FR0086
 FR0086                          SUPERSEDED SURVEY CONTROL
 FR0086
 FR0086  NGVD 29 (??/??/92) 1582.059  (m)         5190.47   (f) ADJ UNCH    ?  
 FR0086
 FR0086.Superseded values are not recommended for survey control.
 FR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0086.See file dsdata.txt to determine how the superseded data were derived.
 FR0086
 FR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659902(NAD 83)
 FR0086_MARKER: P = PIPE CAP
 FR0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0086
 FR0086  HISTORY     - Date     Condition        Report By
 FR0086  HISTORY     - UNK      MONUMENTED       USGS
 FR0086  HISTORY     - 1932     GOOD             NGS
 FR0086
 FR0086                          STATION DESCRIPTION
 FR0086
 FR0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0086'6.5 MI S FROM ASH FORK.
 FR0086'6.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0086'ASH FORK, YAVAPAI COUNTY, 0.5 MILE SOUTH OF MILEPOST 6, AT THE SOUTH
 FR0086'END OF A CUT, AND 40 FEET EAST OF THE TRACK.  A UNITED STATES
 FR0086'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 FR0086'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0382 ***********************************************************************
 FR0382  DESIGNATION -  5195.01
 FR0382  PID         -  FR0382
 FR0382  STATE/COUNTY-  AZ/YAVAPAI
 FR0382  USGS QUAD   -  NELSON (1967)
 FR0382
 FR0382                         *CURRENT SURVEY CONTROL
 FR0382  ___________________________________________________________________
 FR0382* NAD 83(1986)-  35 30 58.     (N)    113 18 28.     (W)     SCALED    
 FR0382* NAVD 88     -      1576.506  (meters)    5172.25   (feet)  POSTED    
 FR0382  ___________________________________________________________________
 FR0382  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FR0382  DYNAMIC HT  -        1574.490 (meters)    5165.64  (feet)  COMP
 FR0382  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 FR0382
 FR0382  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0382
 FR0382.The horizontal coordinates were scaled from a topographic map and have
 FR0382.an estimated accuracy of +/- 6 seconds.
 FR0382
 FR0382.The orthometric height was determined by differential leveling
 FR0382.and adjusted by the National Geodetic Survey in 1992..
 FR0382.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0382.rate of 2.1 thru 3.0 mm/km.
 FR0382
 FR0382.The geoid height was determined by GEOID03.
 FR0382
 FR0382.The dynamic height is computed by dividing the NAVD 88
 FR0382.geopotential number by the normal gravity value computed on the
 FR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0382.degrees latitude (g = 980.6199 gals.).
 FR0382
 FR0382.The modeled gravity was interpolated from observed gravity values.
 FR0382
 FR0382;                    North         East    Units  Estimated Accuracy
 FR0382;SPC AZ C     -   501,720.       87,180.      MT  (+/- 180 meters Scaled)
 FR0382
 FR0382                          SUPERSEDED SURVEY CONTROL
 FR0382
 FR0382  NGVD 29 (??/??/92) 1575.497  (m)         5168.94   (f) ADJ UNCH    2 0
 FR0382
 FR0382.Superseded values are not recommended for survey control.
 FR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0382.See file dsdata.txt to determine how the superseded data were derived.
 FR0382
 FR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE907327(NAD 83)
 FR0382_MARKER: Z = SEE DESCRIPTION
 FR0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0382_SP_SET: ABUTMENT
 FR0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0382
 FR0382  HISTORY     - Date     Condition        Report By
 FR0382  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0382  HISTORY     - 1934     GOOD             NGS
 FR0382
 FR0382                          STATION DESCRIPTION
 FR0382
 FR0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0382'0.5 MI E FROM NELSON.
 FR0382'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0382'NELSON, YAVAPAI COUNTY, 2 POLES WEST OF HALF-MILE POLE 458-1/2, AT A
 FR0382'STEEL GIRDER BRIDGE, ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 FR0382'AND 15 INCHES FROM THE FACE.  THE TOP OF A SMALL FLAT SURFACE, PAINTED
 FR0382'5195.01.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1563 ***********************************************************************
 DV1563  DESIGNATION -  52 A
 DV1563  PID         -  DV1563
 DV1563  STATE/COUNTY-  AZ/MARICOPA
 DV1563  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1563
 DV1563                         *CURRENT SURVEY CONTROL
 DV1563  ___________________________________________________________________
 DV1563* NAD 83(1986)-  33 31 52.     (N)    113 07 17.     (W)     SCALED    
 DV1563* NAVD 88     -       382.32   (+/-2cm)    1254.3    (feet)  VERTCON   
 DV1563  ___________________________________________________________________
 DV1563  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1563
 DV1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1563
 DV1563.The horizontal coordinates were scaled from a topographic map and have
 DV1563.an estimated accuracy of +/- 6 seconds.
 DV1563
 DV1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1563.The vertical order pertains to the NGVD 29 superseded value.
 DV1563
 DV1563.The geoid height was determined by GEOID03.
 DV1563
 DV1563;                    North         East    Units  Estimated Accuracy
 DV1563;SPC AZ C     -   281,300.      101,460.      MT  (+/- 180 meters Scaled)
 DV1563
 DV1563                          SUPERSEDED SURVEY CONTROL
 DV1563
 DV1563  NGVD 29 (??/??/92)  381.713  (m)         1252.34   (f) ADJ UNCH    2 0
 DV1563
 DV1563.Superseded values are not recommended for survey control.
 DV1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1563.See file dsdata.txt to determine how the superseded data were derived.
 DV1563
 DV1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC030121(NAD 83)
 DV1563_MARKER: DD = SURVEY DISK
 DV1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1563_STAMPING: 52 A 1962
 DV1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1563+STABILITY: SURFACE MOTION
 DV1563
 DV1563  HISTORY     - Date     Condition        Report By
 DV1563  HISTORY     - 1962     MONUMENTED       AZHD
 DV1563
 DV1563                          STATION DESCRIPTION
 DV1563
 DV1563'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1563'14.9 MI NW FROM TOROPAH.
 DV1563'0.6 MILES EAST-SOUTHEAST OF A 415 52, AN ARIZONA HIGHWAY DEPARTMENT
 DV1563'DISK STAMPED 52 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1563'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1563'HIGHWAY 10, 2.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1002 ***********************************************************************
 FR1002  DESIGNATION -  52 EMH
 FR1002  PID         -  FR1002
 FR1002  STATE/COUNTY-  AZ/COCONINO
 FR1002  USGS QUAD   -  CROOKTON (1973)
 FR1002
 FR1002                         *CURRENT SURVEY CONTROL
 FR1002  ___________________________________________________________________
 FR1002* NAD 83(1986)-  35 19 20.     (N)    112 39 33.     (W)     SCALED    
 FR1002* NAVD 88     -      1725.150  (meters)    5659.93   (feet)  POSTED    
 FR1002  ___________________________________________________________________
 FR1002  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 FR1002  DYNAMIC HT  -        1722.840 (meters)    5652.35  (feet)  COMP
 FR1002  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 FR1002
 FR1002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1002
 FR1002.The horizontal coordinates were scaled from a topographic map and have
 FR1002.an estimated accuracy of +/- 6 seconds.
 FR1002
 FR1002.The orthometric height was determined by differential leveling
 FR1002.and adjusted by the National Geodetic Survey in 1992..
 FR1002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1002.rate of 0.0 thru 1.0 mm/km.
 FR1002
 FR1002.The geoid height was determined by GEOID03.
 FR1002
 FR1002.The dynamic height is computed by dividing the NAVD 88
 FR1002.geopotential number by the normal gravity value computed on the
 FR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1002.degrees latitude (g = 980.6199 gals.).
 FR1002
 FR1002.The modeled gravity was interpolated from observed gravity values.
 FR1002
 FR1002;                    North         East    Units  Estimated Accuracy
 FR1002;SPC AZ C     -   479,570.      145,850.      MT  (+/- 180 meters Scaled)
 FR1002
 FR1002                          SUPERSEDED SURVEY CONTROL
 FR1002
 FR1002  NGVD 29 (??/??/92) 1724.22   (m)         5656.9    (f) COMPUTED    2 2
 FR1002
 FR1002.Superseded values are not recommended for survey control.
 FR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1002.See file dsdata.txt to determine how the superseded data were derived.
 FR1002
 FR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE491100(NAD 83)
 FR1002_MARKER: DB = BENCH MARK DISK
 FR1002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR1002_SP_SET: CONCRETE SEMAPHORE FOOTING
 FR1002_STAMPING: 52 EMH 1973 5657
 FR1002_MARK LOGO: USGS  
 FR1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1002+STABILITY: SURFACE MOTION
 FR1002
 FR1002  HISTORY     - Date     Condition        Report By
 FR1002  HISTORY     - 1973     MONUMENTED       USGS
 FR1002
 FR1002                          STATION DESCRIPTION
 FR1002
 FR1002'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1002'24.8 KM (15.40 MI) ENE FROM SELIGMAN.
 FR1002'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1002'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1002'THENCE 3.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1002'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 416, 11 FEET SOUTH OF
 FR1002'THE CENTERLINE OF THE SOUTH TRACK, IN THE TOP OF THE SOUTHWEST
 FR1002'CONCRETE FOOTING OF A RAILROAD SEMAPHORE.
 FR1002'THE MARK IS 2 FT ABOVE SOUTH RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0644 ***********************************************************************
 FP0644  DESIGNATION -  52 HLS
 FP0644  PID         -  FP0644
 FP0644  STATE/COUNTY-  AZ/APACHE
 FP0644  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0644
 FP0644                         *CURRENT SURVEY CONTROL
 FP0644  ___________________________________________________________________
 FP0644* NAD 83(1986)-  35 28 55.     (N)    109 31 44.     (W)     SCALED    
 FP0644* NAVD 88     -      1988.198  (meters)    6522.95   (feet)  ADJUSTED  
 FP0644  ___________________________________________________________________
 FP0644  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FP0644  DYNAMIC HT  -        1985.442 (meters)    6513.90  (feet)  COMP
 FP0644  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 FP0644
 FP0644  VERT ORDER  -  SECOND    CLASS II
 FP0644
 FP0644.The horizontal coordinates were scaled from a topographic map and have
 FP0644.an estimated accuracy of +/- 6 seconds.
 FP0644
 FP0644.The orthometric height was determined by differential leveling
 FP0644.and adjusted by the National Geodetic Survey in June 1991..
 FP0644
 FP0644.The geoid height was determined by GEOID03.
 FP0644
 FP0644.The dynamic height is computed by dividing the NAVD 88
 FP0644.geopotential number by the normal gravity value computed on the
 FP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0644.degrees latitude (g = 980.6199 gals.).
 FP0644
 FP0644.The modeled gravity was interpolated from observed gravity values.
 FP0644
 FP0644;                    North         East    Units  Estimated Accuracy
 FP0644;SPC AZ E     -   497,230.      271,230.      MT  (+/- 180 meters Scaled)
 FP0644
 FP0644                          SUPERSEDED SURVEY CONTROL
 FP0644
 FP0644.No superseded survey control is available for this station.
 FP0644
 FP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE334274(NAD 83)
 FP0644_MARKER: DB = BENCH MARK DISK
 FP0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0644_SP_SET: COPPER-CLAD STEEL ROD
 FP0644_STAMPING: 52 HLS 1970 6520
 FP0644_MARK LOGO: USGS  
 FP0644_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0644+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0644
 FP0644  HISTORY     - Date     Condition        Report By
 FP0644  HISTORY     - 1970     MONUMENTED       USGS
 FP0644
 FP0644                          STATION DESCRIPTION
 FP0644
 FP0644'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0644'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0644'OFFICE AT GANADO, ARIZONA), PROCEED 1.4 MILES SOUTH ALONG STATE
 FP0644'HIGHWAY 63, 78 FEET EAST OF THE HIGHWAY, 24 FEET WEST OF A FENCE, 2
 FP0644'FEET WEST OF A WITNESS POST.  99 FEET EAST OF THE HIGHWAY, 19 FEET
 FP0644'NORTH OF THE ROAD SOUTHEAST, IN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0719 ***********************************************************************
 DA0719  DESIGNATION -  520
 DA0719  PID         -  DA0719
 DA0719  STATE/COUNTY-  AZ/YUMA
 DA0719  USGS QUAD   -  AZTEC SE (1982)
 DA0719
 DA0719                         *CURRENT SURVEY CONTROL
 DA0719  ___________________________________________________________________
 DA0719* NAD 83(1986)-  32 50 04.     (N)    113 21 35.     (W)     SCALED    
 DA0719* NAVD 88     -       159.07   (+/-2cm)     521.9    (feet)  VERTCON   
 DA0719  ___________________________________________________________________
 DA0719  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0719
 DA0719  VERT ORDER  -  ? (See Below)
 DA0719
 DA0719.The horizontal coordinates were scaled from a topographic map and have
 DA0719.an estimated accuracy of +/- 6 seconds.
 DA0719
 DA0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0719.The vertical order pertains to the NGVD 29 superseded value.
 DA0719
 DA0719.The geoid height was determined by GEOID03.
 DA0719
 DA0719;                    North         East    Units  Estimated Accuracy
 DA0719;SPC AZ W     -   203,470.      249,900.      MT  (+/- 180 meters Scaled)
 DA0719
 DA0719                          SUPERSEDED SURVEY CONTROL
 DA0719
 DA0719  NGVD 29 (??/??/92)  158.512  (m)          520.05   (f) ADJ UNCH    ?  
 DA0719
 DA0719.Superseded values are not recommended for survey control.
 DA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0719.See file dsdata.txt to determine how the superseded data were derived.
 DA0719
 DA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB791354(NAD 83)
 DA0719_MARKER: P = PIPE CAP
 DA0719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0719_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0719
 DA0719  HISTORY     - Date     Condition        Report By
 DA0719  HISTORY     - UNK      MONUMENTED       USGS
 DA0719  HISTORY     - 1960     GOOD             NGS
 DA0719
 DA0719                          STATION DESCRIPTION
 DA0719
 DA0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0719'5.15 MI E FROM AZTEC.
 DA0719'5.15 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC,
 DA0719'1.3 MILES WEST FROM THE YUMA-MARICOPA COUNTY LINE, 0.15 MILE EAST FROM
 DA0719'HIGHWAY MILEPOST 81, ONE POLE WEST FROM A NEW RAILROAD SEMIPHORE, 50
 DA0719'FEET NORTH FROM THE TRACKS.  A STANDARD BRASS CAP ON SECTION OF 3 1/2
 DA0719'INCH IRON PIPE, AND PROJECTS 8-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0799 ***********************************************************************
 FQ0799  DESIGNATION -  5219.88
 FQ0799  PID         -  FQ0799
 FQ0799  STATE/COUNTY-  AZ/NAVAJO
 FQ0799  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0799
 FQ0799                         *CURRENT SURVEY CONTROL
 FQ0799  ___________________________________________________________________
 FQ0799* NAD 83(1986)-  35 03 02.     (N)    110 05 42.     (W)     SCALED    
 FQ0799* NAVD 88     -      1592.089  (meters)    5223.38   (feet)  ADJUSTED  
 FQ0799  ___________________________________________________________________
 FQ0799  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0799  DYNAMIC HT  -        1589.917 (meters)    5216.25  (feet)  COMP
 FQ0799  MODELED GRAV-     979,214.6   (mgal)                       NAVD 88
 FQ0799
 FQ0799  VERT ORDER  -  THIRD
 FQ0799
 FQ0799.The horizontal coordinates were scaled from a topographic map and have
 FQ0799.an estimated accuracy of +/- 6 seconds.
 FQ0799
 FQ0799.The orthometric height was determined by differential leveling
 FQ0799.and adjusted by the National Geodetic Survey in June 1991..
 FQ0799
 FQ0799.The geoid height was determined by GEOID03.
 FQ0799
 FQ0799.The dynamic height is computed by dividing the NAVD 88
 FQ0799.geopotential number by the normal gravity value computed on the
 FQ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0799.degrees latitude (g = 980.6199 gals.).
 FQ0799
 FQ0799.The modeled gravity was interpolated from observed gravity values.
 FQ0799
 FQ0799;                    North         East    Units  Estimated Accuracy
 FQ0799;SPC AZ E     -   449,190.      219,900.      MT  (+/- 180 meters Scaled)
 FQ0799
 FQ0799                          SUPERSEDED SURVEY CONTROL
 FQ0799
 FQ0799  NGVD 29 (??/??/92) 1591.26   (m)         5220.7    (f) COMPUTED    3 0
 FQ0799
 FQ0799.Superseded values are not recommended for survey control.
 FQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0799.See file dsdata.txt to determine how the superseded data were derived.
 FQ0799
 FQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD825790(NAD 83)
 FQ0799_MARKER: DB = BENCH MARK DISK
 FQ0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0799_SP_SET: CONCRETE HEADWALL
 FQ0799_STAMPING: 5219.88
 FQ0799_MARK LOGO: AZHD  
 FQ0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0799+STABILITY: SURFACE MOTION
 FQ0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0799+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0799
 FQ0799  HISTORY     - Date     Condition        Report By
 FQ0799  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0799  HISTORY     - 19700316 GOOD             USGS
 FQ0799
 FQ0799                          STATION DESCRIPTION
 FQ0799
 FQ0799'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0799'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0799'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 5.5 MILES NORTH ALONG STATE
 FQ0799'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0799'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0507 ***********************************************************************
 FS0507  DESIGNATION -  523+40
 FS0507  PID         -  FS0507
 FS0507  STATE/COUNTY-  AZ/MOHAVE
 FS0507  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0507
 FS0507                         *CURRENT SURVEY CONTROL
 FS0507  ___________________________________________________________________
 FS0507* NAD 83(1986)-  35 29 31.     (N)    114 19 35.     (W)     SCALED    
 FS0507* NAVD 88     -       958.170  (meters)    3143.60   (feet)  POSTED    
 FS0507  ___________________________________________________________________
 FS0507  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0507  DYNAMIC HT  -         957.060 (meters)    3139.95  (feet)  COMP
 FS0507  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FS0507
 FS0507  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0507
 FS0507.The horizontal coordinates were scaled from a topographic map and have
 FS0507.an estimated accuracy of +/- 6 seconds.
 FS0507
 FS0507.The orthometric height was determined by differential leveling
 FS0507.and adjusted by the National Geodetic Survey in 1992..
 FS0507.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0507.rate of 2.1 thru 3.0 mm/km.
 FS0507
 FS0507.The geoid height was determined by GEOID03.
 FS0507
 FS0507.The dynamic height is computed by dividing the NAVD 88
 FS0507.geopotential number by the normal gravity value computed on the
 FS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0507.degrees latitude (g = 980.6199 gals.).
 FS0507
 FS0507.The modeled gravity was interpolated from observed gravity values.
 FS0507
 FS0507;                    North         East    Units  Estimated Accuracy
 FS0507;SPC AZ W     -   498,320.      161,060.      MT  (+/- 180 meters Scaled)
 FS0507
 FS0507                          SUPERSEDED SURVEY CONTROL
 FS0507
 FS0507  NGVD 29 (??/??/92)  957.373  (m)         3140.98   (f) ADJ UNCH    1 1
 FS0507
 FS0507.Superseded values are not recommended for survey control.
 FS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0507.See file dsdata.txt to determine how the superseded data were derived.
 FS0507
 FS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425308(NAD 83)
 FS0507_MARKER: DD = SURVEY DISK
 FS0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0507_SP_SET: CULVERT
 FS0507_STAMPING: 523+40 3141-60 1935
 FS0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0507
 FS0507  HISTORY     - Date     Condition        Report By
 FS0507  HISTORY     - 1935     MONUMENTED       AZHD
 FS0507  HISTORY     - 1949     GOOD             NGS
 FS0507  HISTORY     - 1955     GOOD             NGS
 FS0507
 FS0507                          STATION DESCRIPTION
 FS0507
 FS0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0507'7.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0507'7.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0507'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST OF
 FS0507'THE Y JUNCTION OF A DIRT ROAD LEADING WEST, AT A DOUBLE 36-INCH
 FS0507'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0507'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 FEET SOUTHWEST
 FS0507'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 FS0507'THAN THE HIGHWAY.
 FS0507
 FS0507                          STATION RECOVERY (1955)
 FS0507
 FS0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0797 ***********************************************************************
 FQ0797  DESIGNATION -  5234.30
 FQ0797  PID         -  FQ0797
 FQ0797  STATE/COUNTY-  AZ/NAVAJO
 FQ0797  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0797
 FQ0797                         *CURRENT SURVEY CONTROL
 FQ0797  ___________________________________________________________________
 FQ0797* NAD 83(1986)-  35 04 42.     (N)    110 05 56.     (W)     SCALED    
 FQ0797* NAVD 88     -      1596.460  (meters)    5237.72   (feet)  ADJUSTED  
 FQ0797  ___________________________________________________________________
 FQ0797  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0797  DYNAMIC HT  -        1594.296 (meters)    5230.62  (feet)  COMP
 FQ0797  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 FQ0797
 FQ0797  VERT ORDER  -  THIRD
 FQ0797
 FQ0797.The horizontal coordinates were scaled from a topographic map and have
 FQ0797.an estimated accuracy of +/- 6 seconds.
 FQ0797
 FQ0797.The orthometric height was determined by differential leveling
 FQ0797.and adjusted by the National Geodetic Survey in June 1991..
 FQ0797
 FQ0797.The geoid height was determined by GEOID03.
 FQ0797
 FQ0797.The dynamic height is computed by dividing the NAVD 88
 FQ0797.geopotential number by the normal gravity value computed on the
 FQ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0797.degrees latitude (g = 980.6199 gals.).
 FQ0797
 FQ0797.The modeled gravity was interpolated from observed gravity values.
 FQ0797
 FQ0797;                    North         East    Units  Estimated Accuracy
 FQ0797;SPC AZ E     -   452,270.      219,540.      MT  (+/- 180 meters Scaled)
 FQ0797
 FQ0797                          SUPERSEDED SURVEY CONTROL
 FQ0797
 FQ0797  NGVD 29 (??/??/92) 1595.64   (m)         5235.0    (f) COMPUTED    3 0
 FQ0797
 FQ0797.Superseded values are not recommended for survey control.
 FQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0797.See file dsdata.txt to determine how the superseded data were derived.
 FQ0797
 FQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD821821(NAD 83)
 FQ0797_MARKER: DB = BENCH MARK DISK
 FQ0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0797_SP_SET: CONCRETE HEADWALL
 FQ0797_STAMPING: 5234.30
 FQ0797_MARK LOGO: AZHD  
 FQ0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0797+STABILITY: SURFACE MOTION
 FQ0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0797+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0797
 FQ0797  HISTORY     - Date     Condition        Report By
 FQ0797  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0797  HISTORY     - 19700316 GOOD             USGS
 FQ0797
 FQ0797                          STATION DESCRIPTION
 FQ0797
 FQ0797'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0797'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0797'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 7.5 MILES NORTH ALONG STATE
 FQ0797'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0797'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1760 ***********************************************************************
 DU1760  DESIGNATION -  523+99.32
 DU1760  PID         -  DU1760
 DU1760  STATE/COUNTY-  AZ/MARICOPA
 DU1760  USGS QUAD   -  CURRYS CORNER (1982)
 DU1760
 DU1760                         *CURRENT SURVEY CONTROL
 DU1760  ___________________________________________________________________
 DU1760* NAD 83(1986)-  33 38 02.     (N)    111 54 26.     (W)     SCALED    
 DU1760* NAVD 88     -       461.604  (meters)    1514.45   (feet)  ADJUSTED  
 DU1760  ___________________________________________________________________
 DU1760  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1760  DYNAMIC HT  -         461.057 (meters)    1512.65  (feet)  COMP
 DU1760  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 DU1760
 DU1760  VERT ORDER  -  SECOND    CLASS I
 DU1760
 DU1760.The horizontal coordinates were scaled from a topographic map and have
 DU1760.an estimated accuracy of +/- 6 seconds.
 DU1760
 DU1760.The orthometric height was determined by differential leveling
 DU1760.and adjusted by the National Geodetic Survey in November 1993..
 DU1760
 DU1760.The geoid height was determined by GEOID03.
 DU1760
 DU1760.The dynamic height is computed by dividing the NAVD 88
 DU1760.geopotential number by the normal gravity value computed on the
 DU1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1760.degrees latitude (g = 980.6199 gals.).
 DU1760
 DU1760.The modeled gravity was interpolated from observed gravity values.
 DU1760
 DU1760;                    North         East    Units  Estimated Accuracy
 DU1760;SPC AZ C     -   292,050.      214,240.      MT  (+/- 180 meters Scaled)
 DU1760
 DU1760                          SUPERSEDED SURVEY CONTROL
 DU1760
 DU1760.No superseded survey control is available for this station.
 DU1760
 DU1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC158219(NAD 83)
 DU1760_MARKER: DD = SURVEY DISK
 DU1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1760_SP_SET: CONCRETE POST
 DU1760_STAMPING: 523+99.32
 DU1760_MARK LOGO: BOR   
 DU1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1760+STABILITY: SURFACE MOTION
 DU1760
 DU1760  HISTORY     - Date     Condition        Report By
 DU1760  HISTORY     - UNK      MONUMENTED       BOR
 DU1760  HISTORY     - 1984     GOOD             AZDT
 DU1760  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1760
 DU1760                          STATION DESCRIPTION
 DU1760
 DU1760'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1760'IN PHOENIX.
 DU1760'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1760'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1760'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1760'FENCE OF THE CANAL FOR 12.81 KM (7.96 MI) TO THE MARK, 17.68 METERS
 DU1760'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1760'28.86 METERS (94.7 FT) EAST OF A POWER POLE, 64.01 METERS (210.0 FT)
 DU1760'SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DU1760
 DU1760                          STATION RECOVERY (2004)
 DU1760
 DU1760'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0326 ***********************************************************************
 DU0326  DESIGNATION -  524+11
 DU0326  PID         -  DU0326
 DU0326  STATE/COUNTY-  AZ/GILA
 DU0326  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0326
 DU0326                         *CURRENT SURVEY CONTROL
 DU0326  ___________________________________________________________________
 DU0326* NAD 83(1986)-  33 47 47.     (N)    110 29 52.     (W)     SCALED    
 DU0326* NAVD 88     -      1092.332  (meters)    3583.76   (feet)  ADJUSTED  
 DU0326  ___________________________________________________________________
 DU0326  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DU0326  DYNAMIC HT  -        1090.850 (meters)    3578.90  (feet)  COMP
 DU0326  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 DU0326
 DU0326  VERT ORDER  -  FIRST     CLASS II
 DU0326
 DU0326.The horizontal coordinates were scaled from a topographic map and have
 DU0326.an estimated accuracy of +/- 6 seconds.
 DU0326
 DU0326.The orthometric height was determined by differential leveling
 DU0326.and adjusted by the National Geodetic Survey in June 1991..
 DU0326
 DU0326.The geoid height was determined by GEOID03.
 DU0326
 DU0326.The dynamic height is computed by dividing the NAVD 88
 DU0326.geopotential number by the normal gravity value computed on the
 DU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0326.degrees latitude (g = 980.6199 gals.).
 DU0326
 DU0326.The modeled gravity was interpolated from observed gravity values.
 DU0326
 DU0326;                    North         East    Units  Estimated Accuracy
 DU0326;SPC AZ E     -   310,120.      182,700.      MT  (+/- 180 meters Scaled)
 DU0326
 DU0326                          SUPERSEDED SURVEY CONTROL
 DU0326
 DU0326  NGVD 29 (??/??/92) 1091.678  (m)         3581.61   (f) ADJ UNCH    1 2
 DU0326
 DU0326.Superseded values are not recommended for survey control.
 DU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0326.See file dsdata.txt to determine how the superseded data were derived.
 DU0326
 DU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC464396(NAD 83)
 DU0326_MARKER: DD = SURVEY DISK
 DU0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0326_SP_SET: CULVERT
 DU0326_STAMPING: 524+11 3192.89 60
 DU0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0326
 DU0326  HISTORY     - Date     Condition        Report By
 DU0326  HISTORY     - UNK      MONUMENTED       AZHD
 DU0326  HISTORY     - 1960     GOOD             NGS
 DU0326  HISTORY     - 1979     GOOD             NGS
 DU0326  HISTORY     - 19860521 MARK NOT FOUND   USGS
 DU0326
 DU0326                          STATION DESCRIPTION
 DU0326
 DU0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0326'5.35 MI N FROM SENECA.
 DU0326'ABOUT 5.35 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0326'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 0.5
 DU0326'MILE SOUTHEAST OF THE SOUTHEAST END OF THE SALT RIVER CANYON BRIDGE,
 DU0326'200 FEET WEST OF A SHARP SWITCHBACK IN THE HIGHWAY, IN THE CENTER OF
 DU0326'THE TOP OF THE SOUTH HEADWALL OF A 36-INCH CULVERT, 28 FEET SOUTH OF
 DU0326'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0326
 DU0326                          STATION RECOVERY (1979)
 DU0326
 DU0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0326'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE IN
 DU0326'SALT RIVER CANYON, 0.4 MILE NORTHEAST OF MILE POST 292, SET IN THE
 DU0326'TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 200 FEET WEST OF
 DU0326'A SHARP SWITCHBACK IN THE HIGHWAY AND 28 FEET SOUTH OF THE CENTERLINE
 DU0326'OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU0326'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0326'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0326
 DU0326                          STATION RECOVERY (1986)
 DU0326
 DU0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PI)
 DU0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0796 ***********************************************************************
 FQ0796  DESIGNATION -  5247.74
 FQ0796  PID         -  FQ0796
 FQ0796  STATE/COUNTY-  AZ/NAVAJO
 FQ0796  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0796
 FQ0796                         *CURRENT SURVEY CONTROL
 FQ0796  ___________________________________________________________________
 FQ0796* NAD 83(1986)-  35 05 15.     (N)    110 05 51.     (W)     SCALED    
 FQ0796* NAVD 88     -      1600.550  (meters)    5251.14   (feet)  ADJUSTED  
 FQ0796  ___________________________________________________________________
 FQ0796  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0796  DYNAMIC HT  -        1598.382 (meters)    5244.02  (feet)  COMP
 FQ0796  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 FQ0796
 FQ0796  VERT ORDER  -  THIRD
 FQ0796
 FQ0796.The horizontal coordinates were scaled from a topographic map and have
 FQ0796.an estimated accuracy of +/- 6 seconds.
 FQ0796
 FQ0796.The orthometric height was determined by differential leveling
 FQ0796.and adjusted by the National Geodetic Survey in June 1991..
 FQ0796
 FQ0796.The geoid height was determined by GEOID03.
 FQ0796
 FQ0796.The dynamic height is computed by dividing the NAVD 88
 FQ0796.geopotential number by the normal gravity value computed on the
 FQ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0796.degrees latitude (g = 980.6199 gals.).
 FQ0796
 FQ0796.The modeled gravity was interpolated from observed gravity values.
 FQ0796
 FQ0796;                    North         East    Units  Estimated Accuracy
 FQ0796;SPC AZ E     -   453,280.      219,670.      MT  (+/- 180 meters Scaled)
 FQ0796
 FQ0796                          SUPERSEDED SURVEY CONTROL
 FQ0796
 FQ0796  NGVD 29 (??/??/92) 1599.73   (m)         5248.4    (f) COMPUTED    3 0
 FQ0796
 FQ0796.Superseded values are not recommended for survey control.
 FQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0796.See file dsdata.txt to determine how the superseded data were derived.
 FQ0796
 FQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822831(NAD 83)
 FQ0796_MARKER: DB = BENCH MARK DISK
 FQ0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0796_SP_SET: CONCRETE HEADWALL
 FQ0796_STAMPING: 5247.74
 FQ0796_MARK LOGO: AZHD  
 FQ0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0796+STABILITY: SURFACE MOTION
 FQ0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0796+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0796
 FQ0796  HISTORY     - Date     Condition        Report By
 FQ0796  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0796  HISTORY     - 19700316 GOOD             USGS
 FQ0796
 FQ0796                          STATION DESCRIPTION
 FQ0796
 FQ0796'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0796'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0796'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 8.2 MILES NORTH ALONG STATE
 FQ0796'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0796'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0061 ***********************************************************************
 ET0061  DESIGNATION -  5255.60
 ET0061  PID         -  ET0061
 ET0061  STATE/COUNTY-  AZ/YAVAPAI
 ET0061  USGS QUAD   -  PRESCOTT (1973)
 ET0061
 ET0061                         *CURRENT SURVEY CONTROL
 ET0061  ___________________________________________________________________
 ET0061* NAD 83(1986)-  34 33 41.     (N)    112 26 30.     (W)     SCALED    
 ET0061* NAVD 88     -      1605.43   (+/-2cm)    5267.1    (feet)  VERTCON   
 ET0061  ___________________________________________________________________
 ET0061  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0061
 ET0061  VERT ORDER  -  ? (See Below)
 ET0061
 ET0061.The horizontal coordinates were scaled from a topographic map and have
 ET0061.an estimated accuracy of +/- 6 seconds.
 ET0061
 ET0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0061.The vertical order pertains to the NGVD 29 superseded value.
 ET0061
 ET0061.The geoid height was determined by GEOID03.
 ET0061
 ET0061;                    North         East    Units  Estimated Accuracy
 ET0061;SPC AZ C     -   395,050.      165,180.      MT  (+/- 180 meters Scaled)
 ET0061
 ET0061                          SUPERSEDED SURVEY CONTROL
 ET0061
 ET0061  NGVD 29 (??/??/92) 1604.518  (m)         5264.16   (f) ADJ UNCH    ?  
 ET0061
 ET0061.Superseded values are not recommended for survey control.
 ET0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0061.See file dsdata.txt to determine how the superseded data were derived.
 ET0061
 ET0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD677253(NAD 83)
 ET0061_MARKER: DD = SURVEY DISK
 ET0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0061_SP_SET: CULVERT
 ET0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0061
 ET0061  HISTORY     - Date     Condition        Report By
 ET0061  HISTORY     - UNK      MONUMENTED       AZDT
 ET0061  HISTORY     - 1933     GOOD             NGS
 ET0061
 ET0061                          STATION DESCRIPTION
 ET0061
 ET0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0061'1.7 MI NE FROM PRESCOTT.
 ET0061'HIGHWAY STA. 1668-02, BRONZE TABLET CEMENTED IN TOP CENTER OF CONCRETE
 ET0061'CURB OF CONCRETE HIGHWAY CULVERT, WEST SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1127 ***********************************************************************
 ES1127  DESIGNATION -  5264.52
 ES1127  PID         -  ES1127
 ES1127  STATE/COUNTY-  AZ/NAVAJO
 ES1127  USGS QUAD   -  SUN VALLEY (1986)
 ES1127
 ES1127                         *CURRENT SURVEY CONTROL
 ES1127  ___________________________________________________________________
 ES1127* NAD 83(1986)-  34 59 25.     (N)    110 05 20.     (W)     SCALED    
 ES1127* NAVD 88     -      1605.717  (meters)    5268.09   (feet)  ADJUSTED  
 ES1127  ___________________________________________________________________
 ES1127  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES1127  DYNAMIC HT  -        1603.509 (meters)    5260.85  (feet)  COMP
 ES1127  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 ES1127
 ES1127  VERT ORDER  -  THIRD
 ES1127
 ES1127.The horizontal coordinates were scaled from a topographic map and have
 ES1127.an estimated accuracy of +/- 6 seconds.
 ES1127
 ES1127.The orthometric height was determined by differential leveling
 ES1127.and adjusted by the National Geodetic Survey in June 1991..
 ES1127
 ES1127.The geoid height was determined by GEOID03.
 ES1127
 ES1127.The dynamic height is computed by dividing the NAVD 88
 ES1127.geopotential number by the normal gravity value computed on the
 ES1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1127.degrees latitude (g = 980.6199 gals.).
 ES1127
 ES1127.The modeled gravity was interpolated from observed gravity values.
 ES1127
 ES1127;                    North         East    Units  Estimated Accuracy
 ES1127;SPC AZ E     -   442,500.      220,460.      MT  (+/- 180 meters Scaled)
 ES1127
 ES1127                          SUPERSEDED SURVEY CONTROL
 ES1127
 ES1127  NGVD 29 (??/??/92) 1604.87   (m)         5265.3    (f) COMPUTED    3 0
 ES1127
 ES1127.Superseded values are not recommended for survey control.
 ES1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1127.See file dsdata.txt to determine how the superseded data were derived.
 ES1127
 ES1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831723(NAD 83)
 ES1127_MARKER: DB = BENCH MARK DISK
 ES1127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES1127_SP_SET: CONCRETE HEADWALL
 ES1127_STAMPING: 5264.52
 ES1127_MARK LOGO: AZHD  
 ES1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1127+STABILITY: SURFACE MOTION
 ES1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1127+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 ES1127
 ES1127  HISTORY     - Date     Condition        Report By
 ES1127  HISTORY     - UNK      MONUMENTED       AZHD
 ES1127  HISTORY     - 19700320 GOOD             USGS
 ES1127
 ES1127                          STATION DESCRIPTION
 ES1127
 ES1127'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1127'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 ES1127'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 1.3 MILES NORTH ALONG STATE
 ES1127'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 ES1127'CENTER OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0314 ***********************************************************************
 ER0314  DESIGNATION -  5265.67
 ER0314  PID         -  ER0314
 ER0314  STATE/COUNTY-  AZ/NAVAJO
 ER0314  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0314
 ER0314                         *CURRENT SURVEY CONTROL
 ER0314  ___________________________________________________________________
 ER0314* NAD 83(1986)-  34 59 30.     (N)    109 59 08.     (W)     SCALED    
 ER0314* NAVD 88     -      1606.081  (meters)    5269.28   (feet)  ADJUSTED  
 ER0314  ___________________________________________________________________
 ER0314  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ER0314  DYNAMIC HT  -        1603.862 (meters)    5262.00  (feet)  COMP
 ER0314  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ER0314
 ER0314  VERT ORDER  -  FIRST     CLASS II
 ER0314
 ER0314.The horizontal coordinates were scaled from a topographic map and have
 ER0314.an estimated accuracy of +/- 6 seconds.
 ER0314
 ER0314.The orthometric height was determined by differential leveling
 ER0314.and adjusted by the National Geodetic Survey in June 1991..
 ER0314
 ER0314.The geoid height was determined by GEOID03.
 ER0314
 ER0314.The dynamic height is computed by dividing the NAVD 88
 ER0314.geopotential number by the normal gravity value computed on the
 ER0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0314.degrees latitude (g = 980.6199 gals.).
 ER0314
 ER0314.The modeled gravity was interpolated from observed gravity values.
 ER0314
 ER0314;                    North         East    Units  Estimated Accuracy
 ER0314;SPC AZ E     -   442,670.      229,890.      MT  (+/- 180 meters Scaled)
 ER0314
 ER0314                          SUPERSEDED SURVEY CONTROL
 ER0314
 ER0314  NGVD 29 (??/??/92) 1605.207  (m)         5266.42   (f) ADJ UNCH    1 2
 ER0314
 ER0314.Superseded values are not recommended for survey control.
 ER0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0314.See file dsdata.txt to determine how the superseded data were derived.
 ER0314
 ER0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD925725(NAD 83)
 ER0314_MARKER: DD = SURVEY DISK
 ER0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0314_SP_SET: BRIDGE
 ER0314_STAMPING: 5265.67 2336+27.5 1958
 ER0314_MARK LOGO: AZHD  
 ER0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0314
 ER0314  HISTORY     - Date     Condition        Report By
 ER0314  HISTORY     - 1958     MONUMENTED       AZHD
 ER0314  HISTORY     - 1959     GOOD             NGS
 ER0314  HISTORY     - 1983     GOOD             NGS
 ER0314
 ER0314                          STATION DESCRIPTION
 ER0314
 ER0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0314'13.0 MI E FROM HOLBROOK.
 ER0314'13.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0314'AT HOLBROOK, NAVAJO COUNTY, 36 FEET NORTH OF THE CENTER OF THE
 ER0314'EASTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL
 ER0314'OF A LARGE FIVE-TUBE CONCRETE BRIDGE AND ABOUT 3 FEET LOWER THAN THE
 ER0314'HIGHWAY.
 ER0314
 ER0314                          STATION RECOVERY (1983)
 ER0314
 ER0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0314'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.3 KM (12.0
 ER0314'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0314'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 ER0314'MULTI-BOX CULVERT SPANNING TWIN WASH AND 11.0 METERS (36.1 FT) NORTH
 ER0314'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 ER0314'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0315 ***********************************************************************
 ER0315  DESIGNATION -  5269.31
 ER0315  PID         -  ER0315
 ER0315  STATE/COUNTY-  AZ/NAVAJO
 ER0315  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0315
 ER0315                         *CURRENT SURVEY CONTROL
 ER0315  ___________________________________________________________________
 ER0315* NAD 83(1986)-  34 59 30.     (N)    109 58 09.     (W)     SCALED    
 ER0315* NAVD 88     -      1607.223  (meters)    5273.03   (feet)  ADJUSTED  
 ER0315  ___________________________________________________________________
 ER0315  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ER0315  DYNAMIC HT  -        1605.003 (meters)    5265.75  (feet)  COMP
 ER0315  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 ER0315
 ER0315  VERT ORDER  -  FIRST     CLASS II
 ER0315
 ER0315.The horizontal coordinates were scaled from a topographic map and have
 ER0315.an estimated accuracy of +/- 6 seconds.
 ER0315
 ER0315.The orthometric height was determined by differential leveling
 ER0315.and adjusted by the National Geodetic Survey in June 1991..
 ER0315.WARNING-Repeat measurements at this control monument indicate possible
 ER0315.vertical movement.
 ER0315
 ER0315.The geoid height was determined by GEOID03.
 ER0315
 ER0315.The dynamic height is computed by dividing the NAVD 88
 ER0315.geopotential number by the normal gravity value computed on the
 ER0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0315.degrees latitude (g = 980.6199 gals.).
 ER0315
 ER0315.The modeled gravity was interpolated from observed gravity values.
 ER0315
 ER0315;                    North         East    Units  Estimated Accuracy
 ER0315;SPC AZ E     -   442,670.      231,390.      MT  (+/- 180 meters Scaled)
 ER0315
 ER0315                          SUPERSEDED SURVEY CONTROL
 ER0315
 ER0315  NGVD 29 (??/??/92) 1606.322  (m)         5270.07   (f) ADJ UNCH    1 2
 ER0315
 ER0315.Superseded values are not recommended for survey control.
 ER0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0315.See file dsdata.txt to determine how the superseded data were derived.
 ER0315
 ER0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD940726(NAD 83)
 ER0315_MARKER: DD = SURVEY DISK
 ER0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0315_SP_SET: BRIDGE
 ER0315_STAMPING: 5269.31 2384.45 1958
 ER0315_MARK LOGO: AZHD  
 ER0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0315
 ER0315  HISTORY     - Date     Condition        Report By
 ER0315  HISTORY     - 1958     MONUMENTED       AZHD
 ER0315  HISTORY     - 1959     GOOD             NGS
 ER0315  HISTORY     - 1983     GOOD             NGS
 ER0315
 ER0315                          STATION DESCRIPTION
 ER0315
 ER0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0315'14.0 MI E FROM HOLBROOK.
 ER0315'14.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0315'AT HOLBROOK, NAVAJO COUNTY, 35 FEET NORTH OF THE CENTER OF THE
 ER0315'EASTBOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF AN 8-FOOT
 ER0315'CONCRETE BRIDGE THAT IS USED AS AN UNDERPASS FOR LIVESTOCK.
 ER0315
 ER0315                          STATION RECOVERY (1983)
 ER0315
 ER0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0315'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.7 KM (12.85
 ER0315'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0315'NAVAJO BOULEVARD IN HOLBROOK, 1.2 KM (0.75 MI) EAST OF MILEPOST 299,
 ER0315'IN THE CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER THE EAST
 ER0315'BOUND LANES OF THE HIGHWAY AND 5.9 METERS (19.4 FT) NORTH OF THE
 ER0315'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 ER0315'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0083 ***********************************************************************
 ES0083  DESIGNATION -  5270 85
 ES0083  PID         -  ES0083
 ES0083  STATE/COUNTY-  AZ/NAVAJO
 ES0083  USGS QUAD   -  SUN VALLEY (1986)
 ES0083
 ES0083                         *CURRENT SURVEY CONTROL
 ES0083  ___________________________________________________________________
 ES0083* NAD 83(1986)-  34 56 48.     (N)    110 07 20.     (W)     SCALED    
 ES0083* NAVD 88     -      1607.622  (meters)    5274.34   (feet)  ADJUSTED  
 ES0083  ___________________________________________________________________
 ES0083  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0083  DYNAMIC HT  -        1605.407 (meters)    5267.07  (feet)  COMP
 ES0083  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 ES0083
 ES0083  VERT ORDER  -  SECOND    CLASS 0
 ES0083
 ES0083.The horizontal coordinates were scaled from a topographic map and have
 ES0083.an estimated accuracy of +/- 6 seconds.
 ES0083
 ES0083.The orthometric height was determined by differential leveling
 ES0083.and adjusted by the National Geodetic Survey in June 1991..
 ES0083
 ES0083.The geoid height was determined by GEOID03.
 ES0083
 ES0083.The dynamic height is computed by dividing the NAVD 88
 ES0083.geopotential number by the normal gravity value computed on the
 ES0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0083.degrees latitude (g = 980.6199 gals.).
 ES0083
 ES0083.The modeled gravity was interpolated from observed gravity values.
 ES0083
 ES0083;                    North         East    Units  Estimated Accuracy
 ES0083;SPC AZ E     -   437,660.      217,420.      MT  (+/- 180 meters Scaled)
 ES0083
 ES0083                          SUPERSEDED SURVEY CONTROL
 ES0083
 ES0083  NGVD 29 (??/??/92) 1606.773  (m)         5271.55   (f) ADJ UNCH    2 0
 ES0083
 ES0083.Superseded values are not recommended for survey control.
 ES0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0083.See file dsdata.txt to determine how the superseded data were derived.
 ES0083
 ES0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD801674(NAD 83)
 ES0083_MARKER: DD = SURVEY DISK
 ES0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0083_SP_SET: CULVERT
 ES0083_STAMPING: 5270-85 1875+25 1952
 ES0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0083
 ES0083  HISTORY     - Date     Condition        Report By
 ES0083  HISTORY     - 1952     MONUMENTED       AZHD
 ES0083  HISTORY     - 1959     GOOD             NGS
 ES0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0083
 ES0083                          STATION DESCRIPTION
 ES0083
 ES0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0083'4.0 MI NE FROM HOLBROOK.
 ES0083'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0083'HOLBROOK, NAVAJO COUNTY, 0.35 MILE EAST OF MILEPOST 310, 22 FEET NORTH
 ES0083'OF THE CENTER OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 ES0083'THE NORTH HEADWALL OF AN 8-FOOT CONCRETE CULVERT.
 ES0083
 ES0083                          STATION RECOVERY (1983)
 ES0083
 ES0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0083'THERE IS A NEW ROAD IN THIS AREA, THE CULVERT IS NOT THERE AND THE
 ES0083'MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0343 ***********************************************************************
 DU0343  DESIGNATION -  5271.84
 DU0343  PID         -  DU0343
 DU0343  STATE/COUNTY-  AZ/GILA
 DU0343  USGS QUAD   -  CHRYSOTILE (1966)
 DU0343
 DU0343                         *CURRENT SURVEY CONTROL
 DU0343  ___________________________________________________________________
 DU0343* NAD 83(1986)-  33 38 02.     (N)    110 35 02.     (W)     SCALED    
 DU0343* NAVD 88     -      1607.036  (meters)    5272.42   (feet)  ADJUSTED  
 DU0343  ___________________________________________________________________
 DU0343  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DU0343  DYNAMIC HT  -        1604.760 (meters)    5264.95  (feet)  COMP
 DU0343  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 DU0343
 DU0343  VERT ORDER  -  SECOND    CLASS 0
 DU0343
 DU0343.The horizontal coordinates were scaled from a topographic map and have
 DU0343.an estimated accuracy of +/- 6 seconds.
 DU0343
 DU0343.The orthometric height was determined by differential leveling
 DU0343.and adjusted by the National Geodetic Survey in June 1991..
 DU0343
 DU0343.The geoid height was determined by GEOID03.
 DU0343
 DU0343.The dynamic height is computed by dividing the NAVD 88
 DU0343.geopotential number by the normal gravity value computed on the
 DU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0343.degrees latitude (g = 980.6199 gals.).
 DU0343
 DU0343.The modeled gravity was interpolated from observed gravity values.
 DU0343
 DU0343;                    North         East    Units  Estimated Accuracy
 DU0343;SPC AZ E     -   292,130.      174,650.      MT  (+/- 180 meters Scaled)
 DU0343
 DU0343                          SUPERSEDED SURVEY CONTROL
 DU0343
 DU0343  NGVD 29 (??/??/92) 1606.340  (m)         5270.13   (f) ADJ UNCH    2 0
 DU0343
 DU0343.Superseded values are not recommended for survey control.
 DU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0343.See file dsdata.txt to determine how the superseded data were derived.
 DU0343
 DU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC385216(NAD 83)
 DU0343_MARKER: DD = SURVEY DISK
 DU0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0343_SP_SET: CULVERT
 DU0343_STAMPING: STA 1279+35 EL 5271.84
 DU0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0343
 DU0343  HISTORY     - Date     Condition        Report By
 DU0343  HISTORY     - UNK      MONUMENTED       AZHD
 DU0343  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0343
 DU0343                          STATION DESCRIPTION
 DU0343
 DU0343'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0343'25.3 MI NE FROM GLOBE.
 DU0343'25.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0343'ABOUT 8.2 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AT A
 DU0343'CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 30 FEET
 DU0343'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 15 FEET LOWER THAN
 DU0343'THE ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW
 DU0343'CONCRETE CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0299 ***********************************************************************
 ES0299  DESIGNATION -  5273
 ES0299  PID         -  ES0299
 ES0299  STATE/COUNTY-  AZ/GILA
 ES0299  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0299
 ES0299                         *CURRENT SURVEY CONTROL
 ES0299  ___________________________________________________________________
 ES0299* NAD 83(1986)-  34 20 05.     (N)    111 25 16.     (W)     SCALED    
 ES0299* NAVD 88     -      1608.23   (+/-2cm)    5276.3    (feet)  VERTCON   
 ES0299  ___________________________________________________________________
 ES0299  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 ES0299
 ES0299  VERT ORDER  -  ? (See Below)
 ES0299
 ES0299.The horizontal coordinates were scaled from a topographic map and have
 ES0299.an estimated accuracy of +/- 6 seconds.
 ES0299
 ES0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0299.The vertical order pertains to the NGVD 29 superseded value.
 ES0299
 ES0299.The geoid height was determined by GEOID03.
 ES0299
 ES0299;                    North         East    Units  Estimated Accuracy
 ES0299;SPC AZ E     -   370,490.       97,930.      MT  (+/- 180 meters Scaled)
 ES0299
 ES0299                          SUPERSEDED SURVEY CONTROL
 ES0299
 ES0299  NGVD 29 (??/??/92) 1607.460  (m)         5273.81   (f) ADJ UNCH    ?  
 ES0299
 ES0299.Superseded values are not recommended for survey control.
 ES0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0299.See file dsdata.txt to determine how the superseded data were derived.
 ES0299
 ES0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC612993(NAD 83)
 ES0299_MARKER: Z = SEE DESCRIPTION
 ES0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0299_SP_SET: TREE
 ES0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0299
 ES0299  HISTORY     - Date     Condition        Report By
 ES0299  HISTORY     - UNK      MONUMENTED       USGS
 ES0299  HISTORY     - 1933     GOOD             NGS
 ES0299  HISTORY     - 19980819 GOOD             USPSQD
 ES0299
 ES0299                          STATION DESCRIPTION
 ES0299
 ES0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0299'5.0 MI SE FROM PINE.
 ES0299'AT SIDE OF HIGHWAY, 50 FEET SOUTHWEST OF T-JUNCTION OF SIDE ROAD TO
 ES0299'NATURAL BRIDGE, ON BASE OF JUNIPER TREE.
 ES0299
 ES0299                          STATION RECOVERY (1998)
 ES0299
 ES0299'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0321 ***********************************************************************
 ER0321  DESIGNATION -  5274.08
 ER0321  PID         -  ER0321
 ER0321  STATE/COUNTY-  AZ/NAVAJO
 ER0321  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0321
 ER0321                         *CURRENT SURVEY CONTROL
 ER0321  ___________________________________________________________________
 ER0321* NAD 83(1986)-  34 59 52.     (N)    109 54 44.     (W)     SCALED    
 ER0321* NAVD 88     -      1608.578  (meters)    5277.48   (feet)  ADJUSTED  
 ER0321  ___________________________________________________________________
 ER0321  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ER0321  DYNAMIC HT  -        1606.347 (meters)    5270.16  (feet)  COMP
 ER0321  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 ER0321
 ER0321  VERT ORDER  -  FIRST     CLASS II
 ER0321
 ER0321.The horizontal coordinates were scaled from a topographic map and have
 ER0321.an estimated accuracy of +/- 6 seconds.
 ER0321
 ER0321.The orthometric height was determined by differential leveling
 ER0321.and adjusted by the National Geodetic Survey in June 1991..
 ER0321.WARNING-Repeat measurements at this control monument indicate possible
 ER0321.vertical movement.
 ER0321
 ER0321.The geoid height was determined by GEOID03.
 ER0321
 ER0321.The dynamic height is computed by dividing the NAVD 88
 ER0321.geopotential number by the normal gravity value computed on the
 ER0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0321.degrees latitude (g = 980.6199 gals.).
 ER0321
 ER0321.The modeled gravity was interpolated from observed gravity values.
 ER0321
 ER0321;                    North         East    Units  Estimated Accuracy
 ER0321;SPC AZ E     -   443,360.      236,590.      MT  (+/- 180 meters Scaled)
 ER0321
 ER0321                          SUPERSEDED SURVEY CONTROL
 ER0321
 ER0321  NGVD 29 (??/??/92) 1607.767  (m)         5274.82   (f) ADJ UNCH    1 2
 ER0321
 ER0321.Superseded values are not recommended for survey control.
 ER0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0321.See file dsdata.txt to determine how the superseded data were derived.
 ER0321
 ER0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD992733(NAD 83)
 ER0321_MARKER: DD = SURVEY DISK
 ER0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0321_SP_SET: BRIDGE
 ER0321_STAMPING: 5274.08 2550X35 1959
 ER0321_MARK LOGO: AZHD  
 ER0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0321
 ER0321  HISTORY     - Date     Condition        Report By
 ER0321  HISTORY     - 1959     MONUMENTED       AZHD
 ER0321  HISTORY     - 1959     GOOD             NGS
 ER0321  HISTORY     - 1983     GOOD             NGS
 ER0321
 ER0321                          STATION DESCRIPTION
 ER0321
 ER0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0321'17.0 MI E FROM HOLBROOK.
 ER0321'17.2 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0321'AT HOLBROOK, 0.25 MILE WEST OF BIG CARRIZO, 30 FEET NORTH OF THE EAST
 ER0321'BOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF A CONCRETE
 ER0321'BRIDGE THAT IS AN UNDERPASS FOR LIVESTOCK.
 ER0321
 ER0321                          STATION RECOVERY (1983)
 ER0321
 ER0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0321'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.8 KM (16.0
 ER0321'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0321'NAVAJO BOULEVARD IN HOLBROOK, 0.2 KM (0.1 MI) WEST OF MILEPOST 303, IN
 ER0321'THE CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER THE EAST BOUND
 ER0321'LANES OF THE HIGHWAY AND 6.2 METERS (20.3 FT) NORTH OF THE CENTERLINE
 ER0321'OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=THE 1959 DESCRIPTION
 ER0321'STATES THAT THE DISK IS STAMPED 5274.08 2550X35 1959 BUT IS STAMPED AS
 ER0321'ABOVE.
 ER0321'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0189 ***********************************************************************
 GP0189  DESIGNATION -  5278.00
 GP0189  PID         -  GP0189
 GP0189  STATE/COUNTY-  AZ/COCONINO
 GP0189  USGS QUAD   -  TANNER WELL (1985)
 GP0189
 GP0189                         *CURRENT SURVEY CONTROL
 GP0189  ___________________________________________________________________
 GP0189* NAD 83(1986)-  36 34 01.     (N)    111 38 18.     (W)     SCALED    
 GP0189* NAVD 88     -      1609.751  (meters)    5281.32   (feet)  ADJUSTED  
 GP0189  ___________________________________________________________________
 GP0189  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0189  DYNAMIC HT  -        1607.781 (meters)    5274.86  (feet)  COMP
 GP0189  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 GP0189
 GP0189  VERT ORDER  -  FIRST     CLASS II
 GP0189
 GP0189.The horizontal coordinates were scaled from a topographic map and have
 GP0189.an estimated accuracy of +/- 6 seconds.
 GP0189
 GP0189.The orthometric height was determined by differential leveling
 GP0189.and adjusted by the National Geodetic Survey in June 1991..
 GP0189
 GP0189.The geoid height was determined by GEOID03.
 GP0189
 GP0189.The dynamic height is computed by dividing the NAVD 88
 GP0189.geopotential number by the normal gravity value computed on the
 GP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0189.degrees latitude (g = 980.6199 gals.).
 GP0189
 GP0189.The modeled gravity was interpolated from observed gravity values.
 GP0189
 GP0189;                    North         East    Units  Estimated Accuracy
 GP0189;SPC AZ C     -   617,450.      238,270.      MT  (+/- 180 meters Scaled)
 GP0189
 GP0189                          SUPERSEDED SURVEY CONTROL
 GP0189
 GP0189  NGVD 29 (??/??/92) 1608.751  (m)         5278.04   (f) ADJ UNCH    1 2
 GP0189
 GP0189.Superseded values are not recommended for survey control.
 GP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0189.See file dsdata.txt to determine how the superseded data were derived.
 GP0189
 GP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF428470(NAD 83)
 GP0189_MARKER: DD = SURVEY DISK
 GP0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0189_SP_SET: CULVERT
 GP0189_STAMPING: 5278.00 2747+23.5 1934 A.H.D.
 GP0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0189
 GP0189  HISTORY     - Date     Condition        Report By
 GP0189  HISTORY     - 1934     MONUMENTED       AZHD
 GP0189  HISTORY     - 1962     GOOD             NGS
 GP0189  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0189
 GP0189                          STATION DESCRIPTION
 GP0189
 GP0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0189'5.4 MI S FROM BITTER SPRINGS.
 GP0189'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0189'STATION AT BITTER SPRINGS, 109 FEET SOUTHEAST OF HIGHWAY MILEPOST
 GP0189'NUMBER 519, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.7
 GP0189'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GP0189'OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHWEST END OF THE
 GP0189'SOUTHWEST CONCRETE HEADWALL OF BOX CULVERT.
 GP0189
 GP0189                          STATION RECOVERY (1978)
 GP0189
 GP0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0189'MARK NOT FOUND.
 GP0189
 GP0189                          STATION RECOVERY (1983)
 GP0189
 GP0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0189'NOT RECOVERED.  NEW HEADWALL AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0512 ***********************************************************************
 ES0512  DESIGNATION -  5280.51
 ES0512  PID         -  ES0512
 ES0512  STATE/COUNTY-  AZ/COCONINO
 ES0512  USGS QUAD   -  MUNDS PARK (1974)
 ES0512
 ES0512                         *CURRENT SURVEY CONTROL
 ES0512  ___________________________________________________________________
 ES0512* NAD 83(1986)-  34 58 49.     (N)    111 44 49.     (W)     SCALED    
 ES0512* NAVD 88     -      1607.856  (meters)    5275.11   (feet)  ADJUSTED  
 ES0512  ___________________________________________________________________
 ES0512  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ES0512  DYNAMIC HT  -        1605.702 (meters)    5268.04  (feet)  COMP
 ES0512  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 ES0512
 ES0512  VERT ORDER  -  FIRST     CLASS II
 ES0512
 ES0512.The horizontal coordinates were scaled from a topographic map and have
 ES0512.an estimated accuracy of +/- 6 seconds.
 ES0512
 ES0512.The orthometric height was determined by differential leveling
 ES0512.and adjusted by the National Geodetic Survey in June 1991..
 ES0512
 ES0512.The geoid height was determined by GEOID03.
 ES0512
 ES0512.The dynamic height is computed by dividing the NAVD 88
 ES0512.geopotential number by the normal gravity value computed on the
 ES0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0512.degrees latitude (g = 980.6199 gals.).
 ES0512
 ES0512.The modeled gravity was interpolated from observed gravity values.
 ES0512
 ES0512;                    North         East    Units  Estimated Accuracy
 ES0512;SPC AZ C     -   441,400.      228,860.      MT  (+/- 180 meters Scaled)
 ES0512
 ES0512                          SUPERSEDED SURVEY CONTROL
 ES0512
 ES0512  NGVD 29 (??/??/92) 1606.984  (m)         5272.25   (f) ADJ UNCH    1 2
 ES0512
 ES0512.Superseded values are not recommended for survey control.
 ES0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0512.See file dsdata.txt to determine how the superseded data were derived.
 ES0512
 ES0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD318711(NAD 83)
 ES0512_MARKER: DD = SURVEY DISK
 ES0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0512_SP_SET: CURB
 ES0512_STAMPING: 5280.51 32
 ES0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0512
 ES0512  HISTORY     - Date     Condition        Report By
 ES0512  HISTORY     - UNK      MONUMENTED       BPR
 ES0512  HISTORY     - 1955     GOOD             NGS
 ES0512  HISTORY     - 1982     GOOD             NGS
 ES0512  HISTORY     - 19950713 GOOD             USPSQD
 ES0512
 ES0512                          STATION DESCRIPTION
 ES0512
 ES0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ES0512'10.4 MI N FROM SEDONA.
 ES0512'ABOUT 10.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 ES0512'COUNTY, ABOUT 2.6 MILES NORTH OF THE BRIDGE OVER OAK CREEK, ON THE
 ES0512'WEST SIDE OF THE HIGHWAY, AT THE NORTH END OF A CONCRETE BRIDGE, AND
 ES0512'IN THE TOP OF THE CONCRETE CURB.  A UNITED STATE BUREAU OF PUBLIC
 ES0512'ROADS STANDARD DISK, STAMPED 5280.51 32.
 ES0512
 ES0512                          STATION RECOVERY (1982)
 ES0512
 ES0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0512'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0512'15.8 KM (9.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0512'OFFICE IN SEDONA, IN TOP OF THE NORTH END OF THE WEST CURB FOR THE
 ES0512'BRIDGE OVER SURVEYOR CANYON CREEK, 3.6 METERS (12.0 FT) WEST OF THE
 ES0512'HIGHWAY CENTERLINE, 1.8 METERS (6.0 FT) SOUTH OF THE NORTH END.
 ES0512'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0512
 ES0512                          STATION RECOVERY (1995)
 ES0512
 ES0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0089 ***********************************************************************
 ES0089  DESIGNATION -  5283.03
 ES0089  PID         -  ES0089
 ES0089  STATE/COUNTY-  AZ/NAVAJO
 ES0089  USGS QUAD   -  SUN VALLEY (1986)
 ES0089
 ES0089                         *CURRENT SURVEY CONTROL
 ES0089  ___________________________________________________________________
 ES0089* NAD 83(1986)-  34 58 22.     (N)    110 05 19.     (W)     SCALED    
 ES0089* NAVD 88     -      1611.402  (meters)    5286.74   (feet)  ADJUSTED  
 ES0089  ___________________________________________________________________
 ES0089  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0089  DYNAMIC HT  -        1609.184 (meters)    5279.46  (feet)  COMP
 ES0089  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 ES0089
 ES0089  VERT ORDER  -  SECOND    CLASS 0
 ES0089
 ES0089.The horizontal coordinates were scaled from a topographic map and have
 ES0089.an estimated accuracy of +/- 6 seconds.
 ES0089
 ES0089.The orthometric height was determined by differential leveling
 ES0089.and adjusted by the National Geodetic Survey in June 1991..
 ES0089
 ES0089.The geoid height was determined by GEOID03.
 ES0089
 ES0089.The dynamic height is computed by dividing the NAVD 88
 ES0089.geopotential number by the normal gravity value computed on the
 ES0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0089.degrees latitude (g = 980.6199 gals.).
 ES0089
 ES0089.The modeled gravity was interpolated from observed gravity values.
 ES0089
 ES0089;                    North         East    Units  Estimated Accuracy
 ES0089;SPC AZ E     -   440,560.      220,490.      MT  (+/- 180 meters Scaled)
 ES0089
 ES0089                          SUPERSEDED SURVEY CONTROL
 ES0089
 ES0089  NGVD 29 (??/??/92) 1610.547  (m)         5283.94   (f) ADJ UNCH    2 0
 ES0089
 ES0089.Superseded values are not recommended for survey control.
 ES0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0089.See file dsdata.txt to determine how the superseded data were derived.
 ES0089
 ES0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831704(NAD 83)
 ES0089_MARKER: DD = SURVEY DISK
 ES0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0089_SP_SET: CATTLE GUARD
 ES0089_STAMPING: 5283.03 2014 X 50 1954
 ES0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0089
 ES0089  HISTORY     - Date     Condition        Report By
 ES0089  HISTORY     - 1954     MONUMENTED       AZHD
 ES0089  HISTORY     - 1959     GOOD             NGS
 ES0089  HISTORY     - 1970     MARK NOT FOUND   USGS
 ES0089  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0089
 ES0089                          STATION DESCRIPTION
 ES0089
 ES0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0089'6.8 MI NE FROM HOLBROOK.
 ES0089'6.8 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0089'HOLBROOK, 153 FEET NORTHWEST OF MILEPOST NUMBER 313, 99 FEET NORTH OF
 ES0089'THE WESTBOUND TRAFFIC LANE, 15 FEET WEST OF THE CENTER OF A ROAD
 ES0089'LEADING TO INDIAN WELLS AND KEAMS CANYON, AND CEMENTED IN THE CENTER
 ES0089'OF THE WEST HEADWALL OF A CATTLE GUARD.
 ES0089
 ES0089                          STATION RECOVERY (1970)
 ES0089
 ES0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0089'MARK NOT FOUND.
 ES0089
 ES0089                          STATION RECOVERY (1983)
 ES0089
 ES0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0089'THERE IS NO LONGER A CATTLE GUARD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0260 ***********************************************************************
 FP0260  DESIGNATION -  5293.73
 FP0260  PID         -  FP0260
 FP0260  STATE/COUNTY-  AZ/NAVAJO
 FP0260  USGS QUAD   -  LITTLE LITHODENDRON (1972)
 FP0260
 FP0260                         *CURRENT SURVEY CONTROL
 FP0260  ___________________________________________________________________
 FP0260* NAD 83(1986)-  35 00 00.     (N)    109 54 00.     (W)     SCALED    
 FP0260* NAVD 88     -      1614.655  (meters)    5297.41   (feet)  ADJUSTED  
 FP0260  ___________________________________________________________________
 FP0260  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FP0260  DYNAMIC HT  -        1612.415 (meters)    5290.06  (feet)  COMP
 FP0260  MODELED GRAV-     979,191.3   (mgal)                       NAVD 88
 FP0260
 FP0260  VERT ORDER  -  FIRST     CLASS II
 FP0260
 FP0260.The horizontal coordinates were scaled from a topographic map and have
 FP0260.an estimated accuracy of +/- 6 seconds.
 FP0260
 FP0260.The orthometric height was determined by differential leveling
 FP0260.and adjusted by the National Geodetic Survey in June 1991..
 FP0260.WARNING-Repeat measurements at this control monument indicate possible
 FP0260.vertical movement.
 FP0260
 FP0260.The geoid height was determined by GEOID03.
 FP0260
 FP0260.The dynamic height is computed by dividing the NAVD 88
 FP0260.geopotential number by the normal gravity value computed on the
 FP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0260.degrees latitude (g = 980.6199 gals.).
 FP0260
 FP0260.The modeled gravity was interpolated from observed gravity values.
 FP0260
 FP0260;                    North         East    Units  Estimated Accuracy
 FP0260;SPC AZ E     -   443,610.      237,700.      MT  (+/- 180 meters Scaled)
 FP0260
 FP0260                          SUPERSEDED SURVEY CONTROL
 FP0260
 FP0260  NGVD 29 (??/??/92) 1613.773  (m)         5294.52   (f) ADJ UNCH    1 2
 FP0260
 FP0260.Superseded values are not recommended for survey control.
 FP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0260.See file dsdata.txt to determine how the superseded data were derived.
 FP0260
 FP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD003735(NAD 83)
 FP0260_MARKER: DD = SURVEY DISK
 FP0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0260_SP_SET: BRIDGE
 FP0260_STAMPING: 5293.73 2587.00 1958
 FP0260_MARK LOGO: AZHD  
 FP0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0260
 FP0260  HISTORY     - Date     Condition        Report By
 FP0260  HISTORY     - 1958     MONUMENTED       AZHD
 FP0260  HISTORY     - 1959     GOOD             NGS
 FP0260  HISTORY     - 1983     GOOD             NGS
 FP0260
 FP0260                          STATION DESCRIPTION
 FP0260
 FP0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0260'17.9 MI E FROM HOLBROOK.
 FP0260'17.9 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0260'AT HOLBROOK, ABOUT 0.1 MILE EAST OF MILEPOST 324, 21 FEET NORTH OF THE
 FP0260'CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0260'NORTH HEADWALL OF A CONCRETE BRIDGE THAT HAS AN UNDERPASS FOR A
 FP0260'TURN-OUT UNDER IT.
 FP0260
 FP0260                          STATION RECOVERY (1983)
 FP0260
 FP0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0260'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  26.9 KM (16.7
 FP0260'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0260'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0260'LARGE BOX CULVERT UNDER THE EAST BOUND LANES OF THE HIGHWAY, AT THE
 FP0260'ADAMANA ROAD EXIT AND 5.2 METERS (17.1 FT) NORTH OF THE CENTERLINE OF
 FP0260'THE EAST BOUND LANES OF THE HIGHWAY.
 FP0260'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0200 ***********************************************************************
 FR0200  DESIGNATION -  5295.55
 FR0200  PID         -  FR0200
 FR0200  STATE/COUNTY-  AZ/YAVAPAI
 FR0200  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0200
 FR0200                         *CURRENT SURVEY CONTROL
 FR0200  ___________________________________________________________________
 FR0200* NAD 83(1986)-  35 19 12.     (N)    112 50 58.     (W)     SCALED    
 FR0200* NAVD 88     -      1614.961  (meters)    5298.42   (feet)  ADJUSTED  
 FR0200  ___________________________________________________________________
 FR0200  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0200  DYNAMIC HT  -        1612.832 (meters)    5291.43  (feet)  COMP
 FR0200  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 FR0200
 FR0200  VERT ORDER  -  FIRST     CLASS II
 FR0200
 FR0200.The horizontal coordinates were scaled from a topographic map and have
 FR0200.an estimated accuracy of +/- 6 seconds.
 FR0200
 FR0200.The orthometric height was determined by differential leveling
 FR0200.and adjusted by the National Geodetic Survey in June 1991..
 FR0200
 FR0200.The geoid height was determined by GEOID03.
 FR0200
 FR0200.The dynamic height is computed by dividing the NAVD 88
 FR0200.geopotential number by the normal gravity value computed on the
 FR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0200.degrees latitude (g = 980.6199 gals.).
 FR0200
 FR0200.The modeled gravity was interpolated from observed gravity values.
 FR0200
 FR0200;                    North         East    Units  Estimated Accuracy
 FR0200;SPC AZ C     -   479,470.      128,550.      MT  (+/- 180 meters Scaled)
 FR0200
 FR0200                          SUPERSEDED SURVEY CONTROL
 FR0200
 FR0200  NGVD 29 (??/??/92) 1614.072  (m)         5295.50   (f) ADJ UNCH    1 2
 FR0200
 FR0200.Superseded values are not recommended for survey control.
 FR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0200.See file dsdata.txt to determine how the superseded data were derived.
 FR0200
 FR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE318101(NAD 83)
 FR0200_MARKER: DD = SURVEY DISK
 FR0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0200_STAMPING: 5295.55 ELEV.
 FR0200_MARK LOGO: AZHD  
 FR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0200+STABILITY: SURFACE MOTION
 FR0200
 FR0200  HISTORY     - Date     Condition        Report By
 FR0200  HISTORY     - UNK      MONUMENTED       AZHD
 FR0200  HISTORY     - 1968     GOOD             NGS
 FR0200  HISTORY     - 1982     GOOD             NGS
 FR0200
 FR0200                          STATION DESCRIPTION
 FR0200
 FR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0200'1.55 MI E FROM SELIGMAN.
 FR0200'1.55 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0200'THE STATION AT SELIGMAN, DIRECTLY OPPOSITE A RAILROAD BRIDGE OVER AN
 FR0200'ASPHALT ROAD, IN THE TOP AND 5.0 FEET EAST OF THE WEST END OF THE
 FR0200'SOUTH CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE, 126.0 FEET NORTH OF THE
 FR0200'NORTH RAIL OF THE NORTH TRACK, 21 FEET SOUTH OF THE CENTER LINE OF U.
 FR0200'S. HIGHWAY 66, AND ABOUT 3 FEET HIGHER THAN THE TRACK AND THE HIGHWAY.
 FR0200
 FR0200                          STATION RECOVERY (1982)
 FR0200
 FR0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1561 ***********************************************************************
 DV1561  DESIGNATION -  53 A
 DV1561  PID         -  DV1561
 DV1561  STATE/COUNTY-  AZ/MARICOPA
 DV1561  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1561
 DV1561                         *CURRENT SURVEY CONTROL
 DV1561  ___________________________________________________________________
 DV1561* NAD 83(1986)-  33 31 36.     (N)    113 06 02.     (W)     SCALED    
 DV1561* NAVD 88     -       364.89   (+/-2cm)    1197.1    (feet)  VERTCON   
 DV1561  ___________________________________________________________________
 DV1561  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1561
 DV1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1561
 DV1561.The horizontal coordinates were scaled from a topographic map and have
 DV1561.an estimated accuracy of +/- 6 seconds.
 DV1561
 DV1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1561.The vertical order pertains to the NGVD 29 superseded value.
 DV1561
 DV1561.The geoid height was determined by GEOID03.
 DV1561
 DV1561;                    North         East    Units  Estimated Accuracy
 DV1561;SPC AZ C     -   280,790.      103,390.      MT  (+/- 180 meters Scaled)
 DV1561
 DV1561                          SUPERSEDED SURVEY CONTROL
 DV1561
 DV1561  NGVD 29 (??/??/92)  364.262  (m)         1195.08   (f) ADJ UNCH    2 0
 DV1561
 DV1561.Superseded values are not recommended for survey control.
 DV1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1561.See file dsdata.txt to determine how the superseded data were derived.
 DV1561
 DV1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC049116(NAD 83)
 DV1561_MARKER: DD = SURVEY DISK
 DV1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1561_STAMPING: 53 A 1962
 DV1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1561+STABILITY: SURFACE MOTION
 DV1561
 DV1561  HISTORY     - Date     Condition        Report By
 DV1561  HISTORY     - 1962     MONUMENTED       AZHD
 DV1561  HISTORY     - 19860501 POOR             USGS
 DV1561
 DV1561                          STATION DESCRIPTION
 DV1561
 DV1561'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1561'10.15 MI NW FROM TOROPAH.
 DV1561'0.5 MILE WEST-NORTHWEST OF D 415 54, AN ARIZONA HIGHWAY DEPARTMENT
 DV1561'DISK STAMPED 53 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1561'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1561'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1561
 DV1561                          STATION RECOVERY (1986)
 DV1561
 DV1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV1561'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1003 ***********************************************************************
 FR1003  DESIGNATION -  53 EMH
 FR1003  PID         -  FR1003
 FR1003  STATE/COUNTY-  AZ/COCONINO
 FR1003  USGS QUAD   -  CROOKTON (1973)
 FR1003
 FR1003                         *CURRENT SURVEY CONTROL
 FR1003  ___________________________________________________________________
 FR1003* NAD 83(1986)-  35 20 13.     (N)    112 39 17.     (W)     SCALED    
 FR1003* NAVD 88     -      1730.312  (meters)    5676.87   (feet)  POSTED    
 FR1003  ___________________________________________________________________
 FR1003  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 FR1003  DYNAMIC HT  -        1727.990 (meters)    5669.25  (feet)  COMP
 FR1003  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 FR1003
 FR1003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1003
 FR1003.The horizontal coordinates were scaled from a topographic map and have
 FR1003.an estimated accuracy of +/- 6 seconds.
 FR1003
 FR1003.The orthometric height was determined by differential leveling
 FR1003.and adjusted by the National Geodetic Survey in 1992..
 FR1003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1003.rate of 0.0 thru 1.0 mm/km.
 FR1003
 FR1003.The geoid height was determined by GEOID03.
 FR1003
 FR1003.The dynamic height is computed by dividing the NAVD 88
 FR1003.geopotential number by the normal gravity value computed on the
 FR1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1003.degrees latitude (g = 980.6199 gals.).
 FR1003
 FR1003.The modeled gravity was interpolated from observed gravity values.
 FR1003
 FR1003;                    North         East    Units  Estimated Accuracy
 FR1003;SPC AZ C     -   481,200.      146,270.      MT  (+/- 180 meters Scaled)
 FR1003
 FR1003                          SUPERSEDED SURVEY CONTROL
 FR1003
 FR1003  NGVD 29 (??/??/92) 1729.39   (m)         5673.8    (f) COMPUTED    2 2
 FR1003
 FR1003.Superseded values are not recommended for survey control.
 FR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1003.See file dsdata.txt to determine how the superseded data were derived.
 FR1003
 FR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE496116(NAD 83)
 FR1003_MARKER: DB = BENCH MARK DISK
 FR1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1003_SP_SET: CATTLEGUARD
 FR1003_STAMPING: 53 EMH 1973 5674
 FR1003_MARK LOGO: USGS  
 FR1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1003
 FR1003  HISTORY     - Date     Condition        Report By
 FR1003  HISTORY     - 1973     MONUMENTED       USGS
 FR1003
 FR1003                          STATION DESCRIPTION
 FR1003
 FR1003'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1003'26.6 KM (16.50 MI) NE FROM SELIGMAN.
 FR1003'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1003'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1003'THENCE 4.7 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1003'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 415, 8 FEET SOUTH OF
 FR1003'THE CENTERLINE OF THE ROAD, 2 FEET FROM THE EAST END OF THE SOUTH
 FR1003'SIDEWALL OF A CATTLEWALL, IN THE CATTLEGUARD.
 FR1003'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0645 ***********************************************************************
 FP0645  DESIGNATION -  53 HLS
 FP0645  PID         -  FP0645
 FP0645  STATE/COUNTY-  AZ/APACHE
 FP0645  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0645
 FP0645                         *CURRENT SURVEY CONTROL
 FP0645  ___________________________________________________________________
 FP0645* NAD 83(1986)-  35 28 05.     (N)    109 31 42.     (W)     SCALED    
 FP0645* NAVD 88     -      1993.485  (meters)    6540.29   (feet)  ADJUSTED  
 FP0645  ___________________________________________________________________
 FP0645  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 FP0645  DYNAMIC HT  -        1990.717 (meters)    6531.21  (feet)  COMP
 FP0645  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 FP0645
 FP0645  VERT ORDER  -  SECOND    CLASS II
 FP0645
 FP0645.The horizontal coordinates were scaled from a topographic map and have
 FP0645.an estimated accuracy of +/- 6 seconds.
 FP0645
 FP0645.The orthometric height was determined by differential leveling
 FP0645.and adjusted by the National Geodetic Survey in June 1991..
 FP0645
 FP0645.The geoid height was determined by GEOID03.
 FP0645
 FP0645.The dynamic height is computed by dividing the NAVD 88
 FP0645.geopotential number by the normal gravity value computed on the
 FP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0645.degrees latitude (g = 980.6199 gals.).
 FP0645
 FP0645.The modeled gravity was interpolated from observed gravity values.
 FP0645
 FP0645;                    North         East    Units  Estimated Accuracy
 FP0645;SPC AZ E     -   495,690.      271,290.      MT  (+/- 180 meters Scaled)
 FP0645
 FP0645                          SUPERSEDED SURVEY CONTROL
 FP0645
 FP0645.No superseded survey control is available for this station.
 FP0645
 FP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335259(NAD 83)
 FP0645_MARKER: DB = BENCH MARK DISK
 FP0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0645_SP_SET: COPPER-CLAD STEEL ROD
 FP0645_STAMPING: 53 HLS 1970 6537
 FP0645_MARK LOGO: USGS  
 FP0645_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0645+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0645
 FP0645  HISTORY     - Date     Condition        Report By
 FP0645  HISTORY     - 1970     MONUMENTED       USGS
 FP0645
 FP0645                          STATION DESCRIPTION
 FP0645
 FP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0645'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0645'OFFICE AT GANADO, ARIZONA), PROCEED 2.4 MILES SOUTH ALONG STATE
 FP0645'HIGHWAY 63, 100 FEET EAST OF THE HIGHWAY, 3 FEET NORTH OF A WITNESS
 FP0645'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0645'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0506 ***********************************************************************
 FS0506  DESIGNATION -  530+70
 FS0506  PID         -  FS0506
 FS0506  STATE/COUNTY-  AZ/MOHAVE
 FS0506  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0506
 FS0506                         *CURRENT SURVEY CONTROL
 FS0506  ___________________________________________________________________
 FS0506* NAD 83(1986)-  35 29 35.     (N)    114 19 38.     (W)     SCALED    
 FS0506* NAVD 88     -       955.410  (meters)    3134.54   (feet)  POSTED    
 FS0506  ___________________________________________________________________
 FS0506  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0506  DYNAMIC HT  -         954.310 (meters)    3130.93  (feet)  COMP
 FS0506  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 FS0506
 FS0506  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0506
 FS0506.The horizontal coordinates were scaled from a topographic map and have
 FS0506.an estimated accuracy of +/- 6 seconds.
 FS0506
 FS0506.The orthometric height was determined by differential leveling
 FS0506.and adjusted by the National Geodetic Survey in 1992..
 FS0506.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0506.rate of 2.1 thru 3.0 mm/km.
 FS0506
 FS0506.The geoid height was determined by GEOID03.
 FS0506
 FS0506.The dynamic height is computed by dividing the NAVD 88
 FS0506.geopotential number by the normal gravity value computed on the
 FS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0506.degrees latitude (g = 980.6199 gals.).
 FS0506
 FS0506.The modeled gravity was interpolated from observed gravity values.
 FS0506
 FS0506;                    North         East    Units  Estimated Accuracy
 FS0506;SPC AZ W     -   498,440.      160,990.      MT  (+/- 180 meters Scaled)
 FS0506
 FS0506                          SUPERSEDED SURVEY CONTROL
 FS0506
 FS0506  NGVD 29 (??/??/92)  954.615  (m)         3131.93   (f) ADJ UNCH    1 1
 FS0506
 FS0506.Superseded values are not recommended for survey control.
 FS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0506.See file dsdata.txt to determine how the superseded data were derived.
 FS0506
 FS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV424310(NAD 83)
 FS0506_MARKER: DD = SURVEY DISK
 FS0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0506_SP_SET: CULVERT
 FS0506_STAMPING: 3132-56 530+70 1935
 FS0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0506
 FS0506  HISTORY     - Date     Condition        Report By
 FS0506  HISTORY     - 1935     MONUMENTED       AZHD
 FS0506  HISTORY     - 1949     GOOD             NGS
 FS0506
 FS0506                          STATION DESCRIPTION
 FS0506
 FS0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0506'7.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0506'7.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0506'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0506'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0506'SOUTHWEST CONCRETE HEAD WALL, 15 FEET SOUTHWEST OF THE CENTER
 FS0506'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0094 ***********************************************************************
 ES0094  DESIGNATION -  5310.88
 ES0094  PID         -  ES0094
 ES0094  STATE/COUNTY-  AZ/NAVAJO
 ES0094  USGS QUAD   -  SUN VALLEY (1986)
 ES0094
 ES0094                         *CURRENT SURVEY CONTROL
 ES0094  ___________________________________________________________________
 ES0094* NAD 83(1986)-  34 59 01.     (N)    110 02 25.     (W)     SCALED    
 ES0094* NAVD 88     -      1619.865  (meters)    5314.51   (feet)  ADJUSTED  
 ES0094  ___________________________________________________________________
 ES0094  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ES0094  DYNAMIC HT  -        1617.628 (meters)    5307.17  (feet)  COMP
 ES0094  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ES0094
 ES0094  VERT ORDER  -  FIRST     CLASS II
 ES0094
 ES0094.The horizontal coordinates were scaled from a topographic map and have
 ES0094.an estimated accuracy of +/- 6 seconds.
 ES0094
 ES0094.The orthometric height was determined by differential leveling
 ES0094.and adjusted by the National Geodetic Survey in June 1991..
 ES0094.WARNING-Repeat measurements at this control monument indicate possible
 ES0094.vertical movement.
 ES0094
 ES0094.The geoid height was determined by GEOID03.
 ES0094
 ES0094.The dynamic height is computed by dividing the NAVD 88
 ES0094.geopotential number by the normal gravity value computed on the
 ES0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0094.degrees latitude (g = 980.6199 gals.).
 ES0094
 ES0094.The modeled gravity was interpolated from observed gravity values.
 ES0094
 ES0094;                    North         East    Units  Estimated Accuracy
 ES0094;SPC AZ E     -   441,760.      224,900.      MT  (+/- 180 meters Scaled)
 ES0094
 ES0094                          SUPERSEDED SURVEY CONTROL
 ES0094
 ES0094  NGVD 29 (??/??/92) 1618.995  (m)         5311.65   (f) ADJ UNCH    1 2
 ES0094
 ES0094.Superseded values are not recommended for survey control.
 ES0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0094.See file dsdata.txt to determine how the superseded data were derived.
 ES0094
 ES0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD875716(NAD 83)
 ES0094_MARKER: DD = SURVEY DISK
 ES0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0094_SP_SET: BRIDGE
 ES0094_STAMPING: 5310.88 2163+23 1954
 ES0094_MARK LOGO: AZHD  
 ES0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0094
 ES0094  HISTORY     - Date     Condition        Report By
 ES0094  HISTORY     - 1954     MONUMENTED       AZHD
 ES0094  HISTORY     - 1959     GOOD             NGS
 ES0094  HISTORY     - 1983     GOOD             NGS
 ES0094
 ES0094                          STATION DESCRIPTION
 ES0094
 ES0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0094'9.7 MI NE FROM HOLBROOK.
 ES0094'9.7 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0094'HOLBROOK, NAVAJO COUNTY, 2.8 MILES EAST OF THE INDIAN WELLS-KEAMS
 ES0094'CANYON ROAD, 0.2 MILE WEST OF MILEPOST 316, 24 FEET NORTH OF THE
 ES0094'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 ES0094'THE NORTH HEADWALL OF A 24-FOOT CONCRETE BRIDGE THAT IS USED AS A
 ES0094'STOCK UNDERPASS.
 ES0094
 ES0094                          STATION RECOVERY (1983)
 ES0094
 ES0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0094'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLOWS.  14.0 KM (8.7 MI)
 ES0094'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0094'NAVAJO BOULEVARD IN HOLBROOK, 0.7 KM (0.45 MI) WEST OF MILEPOST 296,
 ES0094'IN THE CENTER OF THE NORTH HEADWALL OF A MULTI-BOX CULVERT UNDER THE
 ES0094'WEST BOUND LANES OF THE HIGHWAY AND 7.3 METERS (24.0 FT) NORTH OF THE
 ES0094'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 ES0094'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0801 ***********************************************************************
 FQ0801  DESIGNATION -  5314.54
 FQ0801  PID         -  FQ0801
 FQ0801  STATE/COUNTY-  AZ/NAVAJO
 FQ0801  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0801
 FQ0801                         *CURRENT SURVEY CONTROL
 FQ0801  ___________________________________________________________________
 FQ0801* NAD 83(1986)-  35 01 42.     (N)    110 05 25.     (W)     SCALED    
 FQ0801* NAVD 88     -      1620.972  (meters)    5318.14   (feet)  ADJUSTED  
 FQ0801  ___________________________________________________________________
 FQ0801  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0801  DYNAMIC HT  -        1618.753 (meters)    5310.86  (feet)  COMP
 FQ0801  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 FQ0801
 FQ0801  VERT ORDER  -  THIRD
 FQ0801
 FQ0801.The horizontal coordinates were scaled from a topographic map and have
 FQ0801.an estimated accuracy of +/- 6 seconds.
 FQ0801
 FQ0801.The orthometric height was determined by differential leveling
 FQ0801.and adjusted by the National Geodetic Survey in June 1991..
 FQ0801
 FQ0801.The geoid height was determined by GEOID03.
 FQ0801
 FQ0801.The dynamic height is computed by dividing the NAVD 88
 FQ0801.geopotential number by the normal gravity value computed on the
 FQ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0801.degrees latitude (g = 980.6199 gals.).
 FQ0801
 FQ0801.The modeled gravity was interpolated from observed gravity values.
 FQ0801
 FQ0801;                    North         East    Units  Estimated Accuracy
 FQ0801;SPC AZ E     -   446,720.      220,330.      MT  (+/- 180 meters Scaled)
 FQ0801
 FQ0801                          SUPERSEDED SURVEY CONTROL
 FQ0801
 FQ0801  NGVD 29 (??/??/92) 1620.14   (m)         5315.4    (f) COMPUTED    3 0
 FQ0801
 FQ0801.Superseded values are not recommended for survey control.
 FQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0801.See file dsdata.txt to determine how the superseded data were derived.
 FQ0801
 FQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD829765(NAD 83)
 FQ0801_MARKER: DB = BENCH MARK DISK
 FQ0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0801_SP_SET: CONCRETE HEADWALL
 FQ0801_STAMPING: 5214.54
 FQ0801_MARK LOGO: AZHD  
 FQ0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0801+STABILITY: SURFACE MOTION
 FQ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0801+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 FQ0801
 FQ0801  HISTORY     - Date     Condition        Report By
 FQ0801  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0801  HISTORY     - 19700320 GOOD             USGS
 FQ0801
 FQ0801                          STATION DESCRIPTION
 FQ0801
 FQ0801'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0801'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0801'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 3.9 MILES NORTH ALONG STATE
 FQ0801'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0801'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0313 ***********************************************************************
 ER0313  DESIGNATION -  5318.90
 ER0313  PID         -  ER0313
 ER0313  STATE/COUNTY-  AZ/NAVAJO
 ER0313  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0313
 ER0313                         *CURRENT SURVEY CONTROL
 ER0313  ___________________________________________________________________
 ER0313* NAD 83(1986)-  34 59 27.     (N)    109 59 55.     (W)     SCALED    
 ER0313* NAVD 88     -      1622.509  (meters)    5323.18   (feet)  ADJUSTED  
 ER0313  ___________________________________________________________________
 ER0313  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ER0313  DYNAMIC HT  -        1620.269 (meters)    5315.83  (feet)  COMP
 ER0313  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 ER0313
 ER0313  VERT ORDER  -  FIRST     CLASS II
 ER0313
 ER0313.The horizontal coordinates were scaled from a topographic map and have
 ER0313.an estimated accuracy of +/- 6 seconds.
 ER0313
 ER0313.The orthometric height was determined by differential leveling
 ER0313.and adjusted by the National Geodetic Survey in June 1991..
 ER0313.WARNING-Repeat measurements at this control monument indicate possible
 ER0313.vertical movement.
 ER0313
 ER0313.The geoid height was determined by GEOID03.
 ER0313
 ER0313.The dynamic height is computed by dividing the NAVD 88
 ER0313.geopotential number by the normal gravity value computed on the
 ER0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0313.degrees latitude (g = 980.6199 gals.).
 ER0313
 ER0313.The modeled gravity was interpolated from observed gravity values.
 ER0313
 ER0313;                    North         East    Units  Estimated Accuracy
 ER0313;SPC AZ E     -   442,570.      228,700.      MT  (+/- 180 meters Scaled)
 ER0313
 ER0313                          SUPERSEDED SURVEY CONTROL
 ER0313
 ER0313  NGVD 29 (??/??/92) 1621.444  (m)         5319.69   (f) ADJ UNCH    1 2
 ER0313
 ER0313.Superseded values are not recommended for survey control.
 ER0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0313.See file dsdata.txt to determine how the superseded data were derived.
 ER0313
 ER0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD913724(NAD 83)
 ER0313_MARKER: DD = SURVEY DISK
 ER0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0313_SP_SET: UNDER PASS
 ER0313_STAMPING: 5318.90 2294
 ER0313_MARK LOGO: AZHD  
 ER0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0313
 ER0313  HISTORY     - Date     Condition        Report By
 ER0313  HISTORY     - UNK      MONUMENTED       AZHD
 ER0313  HISTORY     - 1959     GOOD             NGS
 ER0313  HISTORY     - 1983     GOOD             NGS
 ER0313
 ER0313                          STATION DESCRIPTION
 ER0313
 ER0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0313'12.0 MI E FROM HOLBROOK.
 ER0313'12.2 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0313'AT HOLBROOK, 27 FEET NORTH OF THE CENTER OF THE EASTBOUND TRAFFIC
 ER0313'LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 ER0313'STRUCTURE THAT IS USED AS AN UNDERPASS, AND ABOUT 2 FEET HIGHER THAN
 ER0313'THE HIGHWAY.
 ER0313
 ER0313                          STATION RECOVERY (1983)
 ER0313
 ER0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0313'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  18.0 KM (11.2
 ER0313'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0313'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 ER0313'BOX CULVERT UNDER THE EAST BOUND LANES OF THE HIGHWAY AND 8.2 METERS
 ER0313'(26.9 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 ER0313'HIGHWAY.  NOTE=THE 1958 DESCRIPTION STATES THAT THE DISK IS STAMPED
 ER0313'5318.90 2294, BUT IS STAMPED AS ABOVE.
 ER0313'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0554 ***********************************************************************
 ES0554  DESIGNATION -  5325.34
 ES0554  PID         -  ES0554
 ES0554  STATE/COUNTY-  AZ/YAVAPAI
 ES0554  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0554
 ES0554                         *CURRENT SURVEY CONTROL
 ES0554  ___________________________________________________________________
 ES0554* NAD 83(1986)-  34 45 50.     (N)    111 39 23.     (W)     SCALED    
 ES0554* NAVD 88     -      1623.877  (meters)    5327.67   (feet)  ADJUSTED  
 ES0554  ___________________________________________________________________
 ES0554  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0554  DYNAMIC HT  -        1621.692 (meters)    5320.50  (feet)  COMP
 ES0554  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 ES0554
 ES0554  VERT ORDER  -  SECOND    CLASS 0
 ES0554
 ES0554.The horizontal coordinates were scaled from a topographic map and have
 ES0554.an estimated accuracy of +/- 6 seconds.
 ES0554
 ES0554.The orthometric height was determined by differential leveling
 ES0554.and adjusted by the National Geodetic Survey in June 1991..
 ES0554
 ES0554.The geoid height was determined by GEOID03.
 ES0554
 ES0554.The dynamic height is computed by dividing the NAVD 88
 ES0554.geopotential number by the normal gravity value computed on the
 ES0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0554.degrees latitude (g = 980.6199 gals.).
 ES0554
 ES0554.The modeled gravity was interpolated from observed gravity values.
 ES0554
 ES0554;                    North         East    Units  Estimated Accuracy
 ES0554;SPC AZ C     -   417,410.      237,190.      MT  (+/- 180 meters Scaled)
 ES0554
 ES0554                          SUPERSEDED SURVEY CONTROL
 ES0554
 ES0554  NGVD 29 (??/??/92) 1623.038  (m)         5324.92   (f) ADJ UNCH    2 0
 ES0554
 ES0554.Superseded values are not recommended for survey control.
 ES0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0554.See file dsdata.txt to determine how the superseded data were derived.
 ES0554
 ES0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD399470(NAD 83)
 ES0554_MARKER: DD = SURVEY DISK
 ES0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0554_SP_SET: BRIDGE
 ES0554_STAMPING: 5325.34 5581X00 1959
 ES0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0554
 ES0554  HISTORY     - Date     Condition        Report By
 ES0554  HISTORY     - 1959     MONUMENTED       AZHD
 ES0554  HISTORY     - 1959     GOOD             NGS
 ES0554
 ES0554                          STATION DESCRIPTION
 ES0554
 ES0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0554'33.0 MI S FROM FLAGSTAFF.
 ES0554'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0554'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0554'THENCE 32.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 23 FEET EAST OF
 ES0554'THE NORTH-BOUND LANE, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A
 ES0554'30 FOOT CONCRETE BRIDGE THAT IS AN OVERPASS FOR A DIRT ROAD LEADING
 ES0554'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0066 ***********************************************************************
 ET0066  DESIGNATION -  5346
 ET0066  PID         -  ET0066
 ET0066  STATE/COUNTY-  AZ/YAVAPAI
 ET0066  USGS QUAD   -  PRESCOTT (1973)
 ET0066
 ET0066                         *CURRENT SURVEY CONTROL
 ET0066  ___________________________________________________________________
 ET0066* NAD 83(1986)-  34 32 29.     (N)    112 28 10.     (W)     SCALED    
 ET0066* NAVD 88     -      1632.910  (meters)    5357.31   (feet)  POSTED    
 ET0066  ___________________________________________________________________
 ET0066  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0066  DYNAMIC HT  -        1630.670 (meters)    5349.96  (feet)  COMP
 ET0066  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 ET0066
 ET0066  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0066
 ET0066.The horizontal coordinates were scaled from a topographic map and have
 ET0066.an estimated accuracy of +/- 6 seconds.
 ET0066
 ET0066.The orthometric height was determined by differential leveling
 ET0066.and adjusted by the National Geodetic Survey in November 2005..
 ET0066.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0066.rate of 3.1 thru 4.0 mm/km.
 ET0066
 ET0066.The geoid height was determined by GEOID03.
 ET0066
 ET0066.The dynamic height is computed by dividing the NAVD 88
 ET0066.geopotential number by the normal gravity value computed on the
 ET0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0066.degrees latitude (g = 980.6199 gals.).
 ET0066
 ET0066.The modeled gravity was interpolated from observed gravity values.
 ET0066
 ET0066;                    North         East    Units  Estimated Accuracy
 ET0066;SPC AZ C     -   392,840.      162,620.      MT  (+/- 180 meters Scaled)
 ET0066
 ET0066                          SUPERSEDED SURVEY CONTROL
 ET0066
 ET0066  NGVD 29 (??/??/92) 1632.064  (m)         5354.53   (f) ADJ UNCH    1 2
 ET0066
 ET0066.Superseded values are not recommended for survey control.
 ET0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0066.See file dsdata.txt to determine how the superseded data were derived.
 ET0066
 ET0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD651231(NAD 83)
 ET0066_MARKER: P = PIPE CAP
 ET0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0066+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 ET0066
 ET0066  HISTORY     - Date     Condition        Report By
 ET0066  HISTORY     - UNK      MONUMENTED       USGS
 ET0066  HISTORY     - 1933     GOOD             NGS
 ET0066  HISTORY     - 19970628 GOOD             USPSQD
 ET0066  HISTORY     - 20010511 GOOD             NGS
 ET0066  HISTORY     - 20010806 GOOD             NGS
 ET0066  HISTORY     - 20050423 GOOD             USPSQD
 ET0066
 ET0066                          STATION DESCRIPTION
 ET0066
 ET0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0066'IN PRESCOTT.
 ET0066'YAVAPAI COUNTY COURT-HOUSE GROUNDS, IRON PIPE PROJECTING 6 INCHES
 ET0066'ABOVE REAR CONCRETE BASE OF BUCKY ONEILL STATUE.
 ET0066
 ET0066                          STATION RECOVERY (1997)
 ET0066
 ET0066'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0066'RECOVERED IN GOOD CONDITION.
 ET0066
 ET0066                          STATION RECOVERY (2001)
 ET0066
 ET0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0066'RECOVERED IN GOOD CONDITION.
 ET0066
 ET0066                          STATION RECOVERY (2001)
 ET0066
 ET0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0066
 ET0066                          STATION RECOVERY (2005)
 ET0066
 ET0066'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0066'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0505 ***********************************************************************
 FS0505  DESIGNATION -  534+60
 FS0505  PID         -  FS0505
 FS0505  STATE/COUNTY-  AZ/MOHAVE
 FS0505  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0505
 FS0505                         *CURRENT SURVEY CONTROL
 FS0505  ___________________________________________________________________
 FS0505* NAD 83(1986)-  35 29 39.     (N)    114 19 42.     (W)     SCALED    
 FS0505* NAVD 88     -       953.990  (meters)    3129.88   (feet)  POSTED    
 FS0505  ___________________________________________________________________
 FS0505  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0505  DYNAMIC HT  -         952.890 (meters)    3126.27  (feet)  COMP
 FS0505  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 FS0505
 FS0505  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0505
 FS0505.The horizontal coordinates were scaled from a topographic map and have
 FS0505.an estimated accuracy of +/- 6 seconds.
 FS0505
 FS0505.The orthometric height was determined by differential leveling
 FS0505.and adjusted by the National Geodetic Survey in 1992..
 FS0505.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0505.rate of 2.1 thru 3.0 mm/km.
 FS0505
 FS0505.The geoid height was determined by GEOID03.
 FS0505
 FS0505.The dynamic height is computed by dividing the NAVD 88
 FS0505.geopotential number by the normal gravity value computed on the
 FS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0505.degrees latitude (g = 980.6199 gals.).
 FS0505
 FS0505.The modeled gravity was interpolated from observed gravity values.
 FS0505
 FS0505;                    North         East    Units  Estimated Accuracy
 FS0505;SPC AZ W     -   498,560.      160,890.      MT  (+/- 180 meters Scaled)
 FS0505
 FS0505                          SUPERSEDED SURVEY CONTROL
 FS0505
 FS0505  NGVD 29 (??/??/92)  953.196  (m)         3127.28   (f) ADJ UNCH    1 1
 FS0505
 FS0505.Superseded values are not recommended for survey control.
 FS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0505.See file dsdata.txt to determine how the superseded data were derived.
 FS0505
 FS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV423311(NAD 83)
 FS0505_MARKER: DD = SURVEY DISK
 FS0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0505_SP_SET: CULVERT
 FS0505_STAMPING: 534+60 3127-93 1935
 FS0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0505
 FS0505  HISTORY     - Date     Condition        Report By
 FS0505  HISTORY     - 1935     MONUMENTED       AZHD
 FS0505  HISTORY     - 1949     GOOD             NGS
 FS0505
 FS0505                          STATION DESCRIPTION
 FS0505
 FS0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0505'7.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0505'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0505'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 173 FEET SOUTHEAST OF
 FS0505'MILEPOST 45, AT A 30-INCH CORRUGATED METAL PIPE CULVERT, IN THE
 FS0505'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD
 FS0505'WALL, 15 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0505'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0803 ***********************************************************************
 FQ0803  DESIGNATION -  5355.50
 FQ0803  PID         -  FQ0803
 FQ0803  STATE/COUNTY-  AZ/NAVAJO
 FQ0803  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0803
 FQ0803                         *CURRENT SURVEY CONTROL
 FQ0803  ___________________________________________________________________
 FQ0803* NAD 83(1986)-  35 00 14.     (N)    110 05 21.     (W)     SCALED    
 FQ0803* NAVD 88     -      1633.461  (meters)    5359.11   (feet)  ADJUSTED  
 FQ0803  ___________________________________________________________________
 FQ0803  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0803  DYNAMIC HT  -        1631.219 (meters)    5351.76  (feet)  COMP
 FQ0803  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 FQ0803
 FQ0803  VERT ORDER  -  THIRD
 FQ0803
 FQ0803.The horizontal coordinates were scaled from a topographic map and have
 FQ0803.an estimated accuracy of +/- 6 seconds.
 FQ0803
 FQ0803.The orthometric height was determined by differential leveling
 FQ0803.and adjusted by the National Geodetic Survey in June 1991..
 FQ0803
 FQ0803.The geoid height was determined by GEOID03.
 FQ0803
 FQ0803.The dynamic height is computed by dividing the NAVD 88
 FQ0803.geopotential number by the normal gravity value computed on the
 FQ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0803.degrees latitude (g = 980.6199 gals.).
 FQ0803
 FQ0803.The modeled gravity was interpolated from observed gravity values.
 FQ0803
 FQ0803;                    North         East    Units  Estimated Accuracy
 FQ0803;SPC AZ E     -   444,010.      220,430.      MT  (+/- 180 meters Scaled)
 FQ0803
 FQ0803                          SUPERSEDED SURVEY CONTROL
 FQ0803
 FQ0803  NGVD 29 (??/??/92) 1632.62   (m)         5356.4    (f) COMPUTED    3 0
 FQ0803
 FQ0803.Superseded values are not recommended for survey control.
 FQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0803.See file dsdata.txt to determine how the superseded data were derived.
 FQ0803
 FQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831738(NAD 83)
 FQ0803_MARKER: DB = BENCH MARK DISK
 FQ0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0803_SP_SET: CONCRETE HEADWALL
 FQ0803_STAMPING: 5355.50
 FQ0803_MARK LOGO: AZHD  
 FQ0803_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0803+STABILITY: SURFACE MOTION
 FQ0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0803+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 FQ0803
 FQ0803  HISTORY     - Date     Condition        Report By
 FQ0803  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0803  HISTORY     - 19700320 GOOD             USGS
 FQ0803
 FQ0803                          STATION DESCRIPTION
 FQ0803
 FQ0803'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0803'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0803'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 2.3 MILES NORTH ALONG STATE
 FQ0803'HIGHWAY 77, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0803'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0383 ***********************************************************************
 FR0383  DESIGNATION -  5379.46
 FR0383  PID         -  FR0383
 FR0383  STATE/COUNTY-  AZ/YAVAPAI
 FR0383  USGS QUAD   -  NELSON (1967)
 FR0383
 FR0383                         *CURRENT SURVEY CONTROL
 FR0383  ___________________________________________________________________
 FR0383* NAD 83(1986)-  35 30 48.     (N)    113 15 47.     (W)     SCALED    
 FR0383* NAVD 88     -      1632.502  (meters)    5355.97   (feet)  POSTED    
 FR0383  ___________________________________________________________________
 FR0383  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FR0383  DYNAMIC HT  -        1630.380 (meters)    5349.01  (feet)  COMP
 FR0383  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 FR0383
 FR0383  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0383
 FR0383.The horizontal coordinates were scaled from a topographic map and have
 FR0383.an estimated accuracy of +/- 6 seconds.
 FR0383
 FR0383.The orthometric height was determined by differential leveling
 FR0383.and adjusted by the National Geodetic Survey in 1992..
 FR0383.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0383.rate of 2.1 thru 3.0 mm/km.
 FR0383
 FR0383.The geoid height was determined by GEOID03.
 FR0383
 FR0383.The dynamic height is computed by dividing the NAVD 88
 FR0383.geopotential number by the normal gravity value computed on the
 FR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0383.degrees latitude (g = 980.6199 gals.).
 FR0383
 FR0383.The modeled gravity was interpolated from observed gravity values.
 FR0383
 FR0383;                    North         East    Units  Estimated Accuracy
 FR0383;SPC AZ C     -   501,350.       91,230.      MT  (+/- 180 meters Scaled)
 FR0383
 FR0383                          SUPERSEDED SURVEY CONTROL
 FR0383
 FR0383  NGVD 29 (??/??/92) 1631.456  (m)         5352.54   (f) ADJ UNCH    2 0
 FR0383
 FR0383.Superseded values are not recommended for survey control.
 FR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0383.See file dsdata.txt to determine how the superseded data were derived.
 FR0383
 FR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE947323(NAD 83)
 FR0383_MARKER: Q = CHISELED SQUARE
 FR0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0383_SP_SET: ABUTMENT
 FR0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0383
 FR0383  HISTORY     - Date     Condition        Report By
 FR0383  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0383  HISTORY     - 1955     GOOD             NGS
 FR0383
 FR0383                          STATION DESCRIPTION
 FR0383
 FR0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0383'4 MI W FROM YAMPAI.
 FR0383'4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0383'YAMPAI, YAVAPAI COUNTY, 1-1/2 POLES WEST OF MILEPOST 456, AT BRIDGE A
 FR0383'457, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST ABUTMENT.
 FR0383'A WHITE PAINTED SQUARE, MARKED B.M. 5379.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0514 ***********************************************************************
 ES0514  DESIGNATION -  5385.0
 ES0514  PID         -  ES0514
 ES0514  STATE/COUNTY-  AZ/COCONINO
 ES0514  USGS QUAD   -  MUNDS PARK (1974)
 ES0514
 ES0514                         *CURRENT SURVEY CONTROL
 ES0514  ___________________________________________________________________
 ES0514* NAD 83(1986)-  34 59 38.     (N)    111 44 14.     (W)     SCALED    
 ES0514* NAVD 88     -      1642.52   (+/-2cm)    5388.8    (feet)  VERTCON   
 ES0514  ___________________________________________________________________
 ES0514  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ES0514
 ES0514  VERT ORDER  -  ? (See Below)
 ES0514
 ES0514.The horizontal coordinates were scaled from a topographic map and have
 ES0514.an estimated accuracy of +/- 6 seconds.
 ES0514
 ES0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0514.The vertical order pertains to the NGVD 29 superseded value.
 ES0514
 ES0514.The geoid height was determined by GEOID03.
 ES0514
 ES0514;                    North         East    Units  Estimated Accuracy
 ES0514;SPC AZ C     -   442,910.      229,740.      MT  (+/- 180 meters Scaled)
 ES0514
 ES0514                          SUPERSEDED SURVEY CONTROL
 ES0514
 ES0514  NGVD 29 (??/??/92) 1641.607  (m)         5385.84   (f) ADJ UNCH    ?  
 ES0514
 ES0514.Superseded values are not recommended for survey control.
 ES0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0514.See file dsdata.txt to determine how the superseded data were derived.
 ES0514
 ES0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327726(NAD 83)
 ES0514_MARKER: O = CHISELED CIRCLE
 ES0514_SETTING: 80 = SET IN A BOULDER
 ES0514_SP_SET: BOULDER
 ES0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0514+STABILITY: SURFACE MOTION
 ES0514
 ES0514  HISTORY     - Date     Condition        Report By
 ES0514  HISTORY     - UNK      MONUMENTED       USGS
 ES0514  HISTORY     - 1933     GOOD             NGS
 ES0514
 ES0514                          STATION DESCRIPTION
 ES0514
 ES0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0514'11.8 MI N FROM SEDONA.
 ES0514'AT SIDE OF HIGHWAY, 0.5 MILES NORTHEAST OF CALL OF THE CANYON RESORT,
 ES0514'SOUTH END OF CAMP GROUND, 30 FEET WEST OF HIGHWAY CENTER-LINE, ON
 ES0514'LARGE BOULDER PAINTED WHITE U.S.B.M. 5385.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0739 ***********************************************************************
 FR0739  DESIGNATION -  5397.19
 FR0739  PID         -  FR0739
 FR0739  STATE/COUNTY-  AZ/YAVAPAI
 FR0739  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0739
 FR0739                         *CURRENT SURVEY CONTROL
 FR0739  ___________________________________________________________________
 FR0739* NAD 83(1986)-  35 30 11.     (N)    113 10 35.     (W)     SCALED    
 FR0739* NAVD 88     -      1646.097  (meters)    5400.57   (feet)  ADJUSTED  
 FR0739  ___________________________________________________________________
 FR0739  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0739  DYNAMIC HT  -        1643.967 (meters)    5393.58  (feet)  COMP
 FR0739  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 FR0739
 FR0739  VERT ORDER  -  FIRST     CLASS II
 FR0739
 FR0739.The horizontal coordinates were scaled from a topographic map and have
 FR0739.an estimated accuracy of +/- 6 seconds.
 FR0739
 FR0739.The orthometric height was determined by differential leveling
 FR0739.and adjusted by the National Geodetic Survey in June 1991..
 FR0739
 FR0739.The geoid height was determined by GEOID03.
 FR0739
 FR0739.The dynamic height is computed by dividing the NAVD 88
 FR0739.geopotential number by the normal gravity value computed on the
 FR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0739.degrees latitude (g = 980.6199 gals.).
 FR0739
 FR0739.The modeled gravity was interpolated from observed gravity values.
 FR0739
 FR0739;                    North         East    Units  Estimated Accuracy
 FR0739;SPC AZ C     -   500,110.       99,080.      MT  (+/- 180 meters Scaled)
 FR0739
 FR0739                          SUPERSEDED SURVEY CONTROL
 FR0739
 FR0739.No superseded survey control is available for this station.
 FR0739
 FR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE026310(NAD 83)
 FR0739_MARKER: DB = BENCH MARK DISK
 FR0739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0739_SP_SET: HEADWALL
 FR0739_STAMPING: 5397.19 ELEV. 1973
 FR0739_MARK LOGO: AZHD  
 FR0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0739
 FR0739  HISTORY     - Date     Condition        Report By
 FR0739  HISTORY     - 1973     MONUMENTED       AZHD
 FR0739  HISTORY     - 1982     GOOD             NGS
 FR0739
 FR0739                          STATION DESCRIPTION
 FR0739
 FR0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0739'28.3 KM (17.6 MI) EAST FROM PEACH SPRINGS.
 FR0739'28.3 KM (17.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0739'PEACH SPRINGS, 1.0 KM (0.6 MI) SOUTHEAST OF THE YAVAPAI-COCONINO
 FR0739'COUNTY LINE, AT MILEPOST 119, IN TOP OF THE CENTER OF THE NORTH
 FR0739'HEADWALL OF A 10 BY 10 FOOT CONCRETE BOX CULVERT, 9.1 METERS (30 FT)
 FR0739'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4 FT) NORTH OF A
 FR0739'GUARD RAIL.
 FR0739'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1283 ***********************************************************************
 DU1283  DESIGNATION -  54 2335
 DU1283  PID         -  DU1283
 DU1283  STATE/COUNTY-  AZ/GILA
 DU1283  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1283
 DU1283                         *CURRENT SURVEY CONTROL
 DU1283  ___________________________________________________________________
 DU1283* NAD 83(1986)-  33 36 09.     (N)    111 01 11.     (W)     SCALED    
 DU1283* NAVD 88     -       712.470  (meters)    2337.50   (feet)  ADJUSTED  
 DU1283  ___________________________________________________________________
 DU1283  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DU1283  DYNAMIC HT  -         711.547 (meters)    2334.47  (feet)  COMP
 DU1283  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 DU1283
 DU1283  VERT ORDER  -  FIRST     CLASS II
 DU1283
 DU1283.The horizontal coordinates were scaled from a topographic map and have
 DU1283.an estimated accuracy of +/- 6 seconds.
 DU1283
 DU1283.The orthometric height was determined by differential leveling
 DU1283.and adjusted by the National Geodetic Survey in June 1991..
 DU1283
 DU1283.The geoid height was determined by GEOID03.
 DU1283
 DU1283.The dynamic height is computed by dividing the NAVD 88
 DU1283.geopotential number by the normal gravity value computed on the
 DU1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1283.degrees latitude (g = 980.6199 gals.).
 DU1283
 DU1283.The modeled gravity was interpolated from observed gravity values.
 DU1283
 DU1283;                    North         East    Units  Estimated Accuracy
 DU1283;SPC AZ E     -   288,890.      134,190.      MT  (+/- 180 meters Scaled)
 DU1283
 DU1283                          SUPERSEDED SURVEY CONTROL
 DU1283
 DU1283.No superseded survey control is available for this station.
 DU1283
 DU1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC981180(NAD 83)
 DU1283_MARKER: DB = BENCH MARK DISK
 DU1283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1283_SP_SET: BRIDGE
 DU1283_STAMPING: 54-2335
 DU1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1283
 DU1283  HISTORY     - Date     Condition        Report By
 DU1283  HISTORY     - UNK      MONUMENTED       AZHD
 DU1283  HISTORY     - 1979     GOOD             NGS
 DU1283  HISTORY     - 19980701 GOOD             AZDT
 DU1283
 DU1283                          STATION DESCRIPTION
 DU1283
 DU1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1283'7.7 MI SE FROM ROOSEVELT.
 DU1283'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1283'THE POST OFFICE IN ROOSEVELT, SET IN THE SOUTHWEST CORNER
 DU1283'OF A BRIDGE, 22.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1283'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1283
 DU1283                          STATION RECOVERY (1998)
 DU1283
 DU1283'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1560 ***********************************************************************
 DV1560  DESIGNATION -  54 A
 DV1560  PID         -  DV1560
 DV1560  STATE/COUNTY-  AZ/MARICOPA
 DV1560  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1560
 DV1560                         *CURRENT SURVEY CONTROL
 DV1560  ___________________________________________________________________
 DV1560* NAD 83(1986)-  33 31 26.     (N)    113 05 11.     (W)     SCALED    
 DV1560* NAVD 88     -       373.99   (+/-2cm)    1227.0    (feet)  VERTCON   
 DV1560  ___________________________________________________________________
 DV1560  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1560
 DV1560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1560
 DV1560.The horizontal coordinates were scaled from a topographic map and have
 DV1560.an estimated accuracy of +/- 6 seconds.
 DV1560
 DV1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1560.The vertical order pertains to the NGVD 29 superseded value.
 DV1560
 DV1560.The geoid height was determined by GEOID03.
 DV1560
 DV1560;                    North         East    Units  Estimated Accuracy
 DV1560;SPC AZ C     -   280,460.      104,700.      MT  (+/- 180 meters Scaled)
 DV1560
 DV1560                          SUPERSEDED SURVEY CONTROL
 DV1560
 DV1560  NGVD 29 (??/??/92)  373.363  (m)         1224.94   (f) ADJ UNCH    2 0
 DV1560
 DV1560.Superseded values are not recommended for survey control.
 DV1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1560.See file dsdata.txt to determine how the superseded data were derived.
 DV1560
 DV1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC062113(NAD 83)
 DV1560_MARKER: DD = SURVEY DISK
 DV1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1560_STAMPING: 54 A 1962
 DV1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1560+STABILITY: SURFACE MOTION
 DV1560
 DV1560  HISTORY     - Date     Condition        Report By
 DV1560  HISTORY     - 1962     MONUMENTED       AZHD
 DV1560
 DV1560                          STATION DESCRIPTION
 DV1560
 DV1560'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1560'9.25 MI NW FROM TOROPAH.
 DV1560'0.4 MILE EAST-SOUTHEAST OF D 415 54, AN ARIZONA HIGHWAY DEPARTMENT
 DV1560'DISK STAMPED 54 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1560'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1560'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1004 ***********************************************************************
 FR1004  DESIGNATION -  54 EMH
 FR1004  PID         -  FR1004
 FR1004  STATE/COUNTY-  AZ/COCONINO
 FR1004  USGS QUAD   -  CROOKTON (1973)
 FR1004
 FR1004                         *CURRENT SURVEY CONTROL
 FR1004  ___________________________________________________________________
 FR1004* NAD 83(1986)-  35 20 45.     (N)    112 38 43.     (W)     SCALED    
 FR1004* NAVD 88     -      1726.175  (meters)    5663.29   (feet)  POSTED    
 FR1004  ___________________________________________________________________
 FR1004  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 FR1004  DYNAMIC HT  -        1723.870 (meters)    5655.73  (feet)  COMP
 FR1004  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 FR1004
 FR1004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1004
 FR1004.The horizontal coordinates were scaled from a topographic map and have
 FR1004.an estimated accuracy of +/- 6 seconds.
 FR1004
 FR1004.The orthometric height was determined by differential leveling
 FR1004.and adjusted by the National Geodetic Survey in 1992..
 FR1004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1004.rate of 0.0 thru 1.0 mm/km.
 FR1004
 FR1004.The geoid height was determined by GEOID03.
 FR1004
 FR1004.The dynamic height is computed by dividing the NAVD 88
 FR1004.geopotential number by the normal gravity value computed on the
 FR1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1004.degrees latitude (g = 980.6199 gals.).
 FR1004
 FR1004.The modeled gravity was interpolated from observed gravity values.
 FR1004
 FR1004;                    North         East    Units  Estimated Accuracy
 FR1004;SPC AZ C     -   482,180.      147,130.      MT  (+/- 180 meters Scaled)
 FR1004
 FR1004                          SUPERSEDED SURVEY CONTROL
 FR1004
 FR1004  NGVD 29 (??/??/92) 1725.25   (m)         5660.3    (f) COMPUTED    2 2
 FR1004
 FR1004.Superseded values are not recommended for survey control.
 FR1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1004.See file dsdata.txt to determine how the superseded data were derived.
 FR1004
 FR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE504126(NAD 83)
 FR1004_MARKER: DB = BENCH MARK DISK
 FR1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1004_SP_SET: CATTLEGUARD
 FR1004_STAMPING: 54 EMH 1973 5660
 FR1004_MARK LOGO: USGS  
 FR1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1004
 FR1004  HISTORY     - Date     Condition        Report By
 FR1004  HISTORY     - 1973     MONUMENTED       USGS
 FR1004
 FR1004                          STATION DESCRIPTION
 FR1004
 FR1004'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1004'28.0 KM (17.40 MI) NE FROM SELIGMAN.
 FR1004'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1004'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1004'THENCE 5.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1004'THE AT+SF RAILROAD, 8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2
 FR1004'FEET FROM THE EAST END OF THE SOUTH SIDEWALL OF A CATTLEGUARD, IN THE
 FR1004'CATTLEGUARD.
 FR1004'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0646 ***********************************************************************
 FP0646  DESIGNATION -  54 HLS
 FP0646  PID         -  FP0646
 FP0646  STATE/COUNTY-  AZ/APACHE
 FP0646  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0646
 FP0646                         *CURRENT SURVEY CONTROL
 FP0646  ___________________________________________________________________
 FP0646* NAD 83(1986)-  35 27 24.     (N)    109 31 18.     (W)     SCALED    
 FP0646* NAVD 88     -      1983.168  (meters)    6506.44   (feet)  ADJUSTED  
 FP0646  ___________________________________________________________________
 FP0646  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 FP0646  DYNAMIC HT  -        1980.409 (meters)    6497.39  (feet)  COMP
 FP0646  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 FP0646
 FP0646  VERT ORDER  -  SECOND    CLASS II
 FP0646
 FP0646.The horizontal coordinates were scaled from a topographic map and have
 FP0646.an estimated accuracy of +/- 6 seconds.
 FP0646
 FP0646.The orthometric height was determined by differential leveling
 FP0646.and adjusted by the National Geodetic Survey in June 1991..
 FP0646
 FP0646.The geoid height was determined by GEOID03.
 FP0646
 FP0646.The dynamic height is computed by dividing the NAVD 88
 FP0646.geopotential number by the normal gravity value computed on the
 FP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0646.degrees latitude (g = 980.6199 gals.).
 FP0646
 FP0646.The modeled gravity was interpolated from observed gravity values.
 FP0646
 FP0646;                    North         East    Units  Estimated Accuracy
 FP0646;SPC AZ E     -   494,430.      271,910.      MT  (+/- 180 meters Scaled)
 FP0646
 FP0646                          SUPERSEDED SURVEY CONTROL
 FP0646
 FP0646.No superseded survey control is available for this station.
 FP0646
 FP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE341246(NAD 83)
 FP0646_MARKER: DB = BENCH MARK DISK
 FP0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0646_SP_SET: COPPER-CLAD STEEL ROD
 FP0646_STAMPING: 54 HLS 1970 6503
 FP0646_MARK LOGO: USGS  
 FP0646_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0646+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0646
 FP0646  HISTORY     - Date     Condition        Report By
 FP0646  HISTORY     - 1970     MONUMENTED       USGS
 FP0646
 FP0646                          STATION DESCRIPTION
 FP0646
 FP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0646'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0646'OFFICE AT GANADO, ARIZONA), PROCEED 3.2 MILES SOUTH ALONG STATE
 FP0646'HIGHWAY 63, 57 FEET EAST AND 12 FEET HIGHER THAN THE HIGHWAY, 43 FEET
 FP0646'WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0646'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0808 ***********************************************************************
 FQ0808  DESIGNATION -  5402
 FQ0808  PID         -  FQ0808
 FQ0808  STATE/COUNTY-  AZ/COCONINO
 FQ0808  USGS QUAD   -  WUPATKI SW (1969)
 FQ0808
 FQ0808                         *CURRENT SURVEY CONTROL
 FQ0808  ___________________________________________________________________
 FQ0808* NAD 83(1986)-  35 34 06.     (N)    111 28 16.     (W)     SCALED    
 FQ0808* NAVD 88     -      1647.669  (meters)    5405.73   (feet)  POSTED    
 FQ0808  ___________________________________________________________________
 FQ0808  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0808  DYNAMIC HT  -        1645.540 (meters)    5398.74  (feet)  COMP
 FQ0808  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 FQ0808
 FQ0808  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0808
 FQ0808.The horizontal coordinates were scaled from a topographic map and have
 FQ0808.an estimated accuracy of +/- 6 seconds.
 FQ0808
 FQ0808.The orthometric height was determined by differential leveling
 FQ0808.and adjusted by the National Geodetic Survey in 1992..
 FQ0808.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0808.rate of 0.0 thru 1.0 mm/km.
 FQ0808
 FQ0808.The geoid height was determined by GEOID03.
 FQ0808
 FQ0808.The dynamic height is computed by dividing the NAVD 88
 FQ0808.geopotential number by the normal gravity value computed on the
 FQ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0808.degrees latitude (g = 980.6199 gals.).
 FQ0808
 FQ0808.The modeled gravity was interpolated from observed gravity values.
 FQ0808
 FQ0808;                    North         East    Units  Estimated Accuracy
 FQ0808;SPC AZ C     -   506,710.      253,750.      MT  (+/- 180 meters Scaled)
 FQ0808
 FQ0808                          SUPERSEDED SURVEY CONTROL
 FQ0808
 FQ0808  NGVD 29 (??/??/92) 1646.78   (m)         5402.8    (f) COMPUTED    2 2
 FQ0808
 FQ0808.Superseded values are not recommended for survey control.
 FQ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0808.See file dsdata.txt to determine how the superseded data were derived.
 FQ0808
 FQ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE573361(NAD 83)
 FQ0808_MARKER: DD = SURVEY DISK
 FQ0808_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FQ0808_SP_SET: CLAY TILE IN EARTH
 FQ0808_STAMPING: 5402.46
 FQ0808_MARK LOGO: NPS   
 FQ0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0808+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1968
 FQ0808
 FQ0808  HISTORY     - Date     Condition        Report By
 FQ0808  HISTORY     - UNK      MONUMENTED       NPS
 FQ0808  HISTORY     - 19680416 GOOD             USGS
 FQ0808
 FQ0808                          STATION DESCRIPTION
 FQ0808
 FQ0808'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0808'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0808'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0808'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0808'NATIONAL MONUMENT, THENCE 4.2 MILES EAST ALONG THE MONUMENT ROAD,
 FQ0808'ABOUT 0.1 MILE NORTHWEST OF A TURNOUT AT AN INDIAN RUIN, 20 FEET
 FQ0808'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0799 ***********************************************************************
 CZ0799  DESIGNATION -  540+60
 CZ0799  PID         -  CZ0799
 CZ0799  STATE/COUNTY-  AZ/PIMA
 CZ0799  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0799
 CZ0799                         *CURRENT SURVEY CONTROL
 CZ0799  ___________________________________________________________________
 CZ0799* NAD 83(1986)-  32 06 24.     (N)    111 14 18.     (W)     SCALED    
 CZ0799* NAVD 88     -       754.98   (+/-2cm)    2477.0    (feet)  VERTCON   
 CZ0799  ___________________________________________________________________
 CZ0799  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0799
 CZ0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0799
 CZ0799.The horizontal coordinates were scaled from a topographic map and have
 CZ0799.an estimated accuracy of +/- 6 seconds.
 CZ0799
 CZ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0799.The vertical order pertains to the NGVD 29 superseded value.
 CZ0799
 CZ0799.The geoid height was determined by GEOID03.
 CZ0799
 CZ0799;                    North         East    Units  Estimated Accuracy
 CZ0799;SPC AZ C     -   122,900.      277,380.      MT  (+/- 180 meters Scaled)
 CZ0799
 CZ0799                          SUPERSEDED SURVEY CONTROL
 CZ0799
 CZ0799  NGVD 29 (??/??/92)  754.291  (m)         2474.70   (f) ADJ UNCH    2 0
 CZ0799
 CZ0799.Superseded values are not recommended for survey control.
 CZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0799.See file dsdata.txt to determine how the superseded data were derived.
 CZ0799
 CZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA775522(NAD 83)
 CZ0799_MARKER: DD = SURVEY DISK
 CZ0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0799_SP_SET: CULVERT
 CZ0799_STAMPING: 540+60 2475.61
 CZ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0799
 CZ0799  HISTORY     - Date     Condition        Report By
 CZ0799  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0799  HISTORY     - 1951     GOOD             NGS
 CZ0799
 CZ0799                          STATION DESCRIPTION
 CZ0799
 CZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0799'17.2 MI SW FROM TUCSON.
 CZ0799'17.2 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0799'STATE HIGHWAY 86, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0799'HEADWALL OF A 6 BY 16 FOOT CONCRETE CULVERT, 11 YARDS SOUTHEAST OF A
 CZ0799'TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0799'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1027 ***********************************************************************
 ES1027  DESIGNATION -  5408 VA
 ES1027  PID         -  ES1027
 ES1027  STATE/COUNTY-  AZ/YAVAPAI
 ES1027  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1027
 ES1027                         *CURRENT SURVEY CONTROL
 ES1027  ___________________________________________________________________
 ES1027* NAD 83(1992)-  34 32 49.43990(N)    111 56 29.38185(W)     ADJUSTED  
 ES1027* NAVD 88     -      1649.     (meters)    5410.     (feet)  SCALED    
 ES1027  ___________________________________________________________________
 ES1027  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ES1027  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ES1027
 ES1027  HORZ ORDER  -  SECOND
 ES1027
 ES1027.The horizontal coordinates were established by classical geodetic methods
 ES1027.and adjusted by the National Geodetic Survey in August 1993..
 ES1027
 ES1027.The orthometric height was scaled from a topographic map.
 ES1027
 ES1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1027
 ES1027.The geoid height was determined by GEOID03.
 ES1027
 ES1027;                    North         East     Units Scale Factor Converg.
 ES1027;SPC AZ C     -   393,332.708   211,081.280   MT  0.99990006   -0 00 50.7
 ES1027;SPC AZ C     - 1,290,461.64    692,523.88   iFT  0.99990006   -0 00 50.7
 ES1027;UTM  12      - 3,823,218.858   413,614.913   MT  0.99969198   -0 32 02.2
 ES1027
 ES1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1027!SPC AZ C     -   0.99974532  x   0.99990006  =   0.99964541
 ES1027!UTM  12      -   0.99974532  x   0.99969198  =   0.99943738
 ES1027
 ES1027                          SUPERSEDED SURVEY CONTROL
 ES1027
 ES1027  NAD 83(1986)-  34 32 49.43515(N)    111 56 29.37985(W) AD(       ) 2
 ES1027  NAD 27      -  34 32 49.34120(N)    111 56 26.82860(W) AD(       ) 2
 ES1027
 ES1027.Superseded values are not recommended for survey control.
 ES1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1027.See file dsdata.txt to determine how the superseded data were derived.
 ES1027
 ES1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1361523219(NAD 83)
 ES1027_MARKER: DD = SURVEY DISK
 ES1027_SETTING: 80 = SET IN A BOULDER
 ES1027_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1027
 ES1027  HISTORY     - Date     Condition        Report By
 ES1027  HISTORY     - 1959     MONUMENTED       USGS
 ES1027
 ES1027                          STATION DESCRIPTION
 ES1027
 ES1027'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 ES1027'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES1027'279 AND 79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79
 ES1027'FOR 7.15 MILES TO A GATE ON THE RIGHT, NORTH.  PASS THROUGH THE
 ES1027'GATE AND FOLLOW A TRACK ROAD NORTH 0.1 MILE TO A Y FORK.  TAKE THE
 ES1027'RIGHT FORK AND FOLLOW THE TRACK ROAD NORTHEAST FOR 1.65 MILES
 ES1027'TO AN EARTH RESERVOIR.  TURN LEFT AROUND THE RESERVOIR, THEN
 ES1027'RIGHT UPHILL ON A ROUGH BLADED ROAD FOR 0.4 MILE TO THE TOP OF
 ES1027'THE RIDGE, HERE TURN LEFT, EAST, FOR 0.2 MILE, THEN PICK WAY
 ES1027'THROUGH THE ROCKS AS FAR AS POSSIBLE, THEN PACK TO THE
 ES1027'HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 ES1027'
 ES1027'A STANDARD USGS BENCH MARK, STAMPED 5408 VA,
 ES1027'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH AND IS 5 FEET
 ES1027'EAST OF A JUNIPER TREE, BENEATH THE LOW HANGING BRANCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0181 ***********************************************************************
 ER0181  DESIGNATION -  541+00
 ER0181  PID         -  ER0181
 ER0181  STATE/COUNTY-  AZ/APACHE
 ER0181  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0181
 ER0181                         *CURRENT SURVEY CONTROL
 ER0181  ___________________________________________________________________
 ER0181* NAD 83(1986)-  34 30 34.     (N)    109 26 24.     (W)     SCALED    
 ER0181* NAVD 88     -      1743.681  (meters)    5720.73   (feet)  ADJUSTED  
 ER0181  ___________________________________________________________________
 ER0181  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0181  DYNAMIC HT  -        1741.197 (meters)    5712.58  (feet)  COMP
 ER0181  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 ER0181
 ER0181  VERT ORDER  -  SECOND    CLASS 0
 ER0181
 ER0181.The horizontal coordinates were scaled from a topographic map and have
 ER0181.an estimated accuracy of +/- 6 seconds.
 ER0181
 ER0181.The orthometric height was determined by differential leveling
 ER0181.and adjusted by the National Geodetic Survey in June 1991..
 ER0181
 ER0181.The geoid height was determined by GEOID03.
 ER0181
 ER0181.The dynamic height is computed by dividing the NAVD 88
 ER0181.geopotential number by the normal gravity value computed on the
 ER0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0181.degrees latitude (g = 980.6199 gals.).
 ER0181
 ER0181.The modeled gravity was interpolated from observed gravity values.
 ER0181
 ER0181;                    North         East    Units  Estimated Accuracy
 ER0181;SPC AZ E     -   389,400.      280,080.      MT  (+/- 180 meters Scaled)
 ER0181
 ER0181                          SUPERSEDED SURVEY CONTROL
 ER0181
 ER0181  NGVD 29 (??/??/92) 1742.856  (m)         5718.02   (f) ADJ UNCH    2 0
 ER0181
 ER0181.Superseded values are not recommended for survey control.
 ER0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0181.See file dsdata.txt to determine how the superseded data were derived.
 ER0181
 ER0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD432197(NAD 83)
 ER0181_MARKER: DD = SURVEY DISK
 ER0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0181_STAMPING: STA 541+00 1932
 ER0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0181+STABILITY: SURFACE MOTION
 ER0181
 ER0181  HISTORY     - Date     Condition        Report By
 ER0181  HISTORY     - 1932     MONUMENTED       AZHD
 ER0181
 ER0181                          STATION DESCRIPTION
 ER0181
 ER0181'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0181'4.4 MI W FROM ST JOHNS.
 ER0181'4.4 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0181'JOHNS, APACHE COUNTY, 59 FEET NORTHWEST OF THE CENTERLINE OF THE WEST
 ER0181'APPROACH TO A BRIDGE OVER A SANDY WASH, 51 FEET NORTH OF THE
 ER0181'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A RIGHT-OF-WAY CORNER
 ER0181'FENCE POST.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 ER0181'STAMPED STA 541+00 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0504 ***********************************************************************
 FS0504  DESIGNATION -  541+20
 FS0504  PID         -  FS0504
 FS0504  STATE/COUNTY-  AZ/MOHAVE
 FS0504  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0504
 FS0504                         *CURRENT SURVEY CONTROL
 FS0504  ___________________________________________________________________
 FS0504* NAD 83(1986)-  35 29 44.     (N)    114 19 35.     (W)     SCALED    
 FS0504* NAVD 88     -       951.685  (meters)    3122.32   (feet)  POSTED    
 FS0504  ___________________________________________________________________
 FS0504  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0504  DYNAMIC HT  -         950.590 (meters)    3118.73  (feet)  COMP
 FS0504  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 FS0504
 FS0504  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0504
 FS0504.The horizontal coordinates were scaled from a topographic map and have
 FS0504.an estimated accuracy of +/- 6 seconds.
 FS0504
 FS0504.The orthometric height was determined by differential leveling
 FS0504.and adjusted by the National Geodetic Survey in 1992..
 FS0504.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0504.rate of 2.1 thru 3.0 mm/km.
 FS0504
 FS0504.The geoid height was determined by GEOID03.
 FS0504
 FS0504.The dynamic height is computed by dividing the NAVD 88
 FS0504.geopotential number by the normal gravity value computed on the
 FS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0504.degrees latitude (g = 980.6199 gals.).
 FS0504
 FS0504.The modeled gravity was interpolated from observed gravity values.
 FS0504
 FS0504;                    North         East    Units  Estimated Accuracy
 FS0504;SPC AZ W     -   498,720.      161,070.      MT  (+/- 180 meters Scaled)
 FS0504
 FS0504                          SUPERSEDED SURVEY CONTROL
 FS0504
 FS0504  NGVD 29 (??/??/92)  950.891  (m)         3119.71   (f) ADJ UNCH    1 1
 FS0504
 FS0504.Superseded values are not recommended for survey control.
 FS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0504.See file dsdata.txt to determine how the superseded data were derived.
 FS0504
 FS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425312(NAD 83)
 FS0504_MARKER: DD = SURVEY DISK
 FS0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0504_SP_SET: CULVERT
 FS0504_STAMPING: 541+20 3120-34 1935
 FS0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0504
 FS0504  HISTORY     - Date     Condition        Report By
 FS0504  HISTORY     - 1935     MONUMENTED       AZHD
 FS0504  HISTORY     - 1949     GOOD             NGS
 FS0504
 FS0504                          STATION DESCRIPTION
 FS0504
 FS0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0504'7.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0504'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0504'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0504'OF MILEPOST 45, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0504'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2
 FS0504'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0504'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0185 ***********************************************************************
 GP0185  DESIGNATION -  5418.30
 GP0185  PID         -  GP0185
 GP0185  STATE/COUNTY-  AZ/COCONINO
 GP0185  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0185
 GP0185                         *CURRENT SURVEY CONTROL
 GP0185  ___________________________________________________________________
 GP0185* NAD 83(1986)-  36 31 38.     (N)    111 36 15.     (W)     SCALED    
 GP0185* NAVD 88     -      1652.551  (meters)    5421.74   (feet)  ADJUSTED  
 GP0185  ___________________________________________________________________
 GP0185  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0185  DYNAMIC HT  -        1650.510 (meters)    5415.05  (feet)  COMP
 GP0185  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 GP0185
 GP0185  VERT ORDER  -  FIRST     CLASS II
 GP0185
 GP0185.The horizontal coordinates were scaled from a topographic map and have
 GP0185.an estimated accuracy of +/- 6 seconds.
 GP0185
 GP0185.The orthometric height was determined by differential leveling
 GP0185.and adjusted by the National Geodetic Survey in June 1991..
 GP0185
 GP0185.The geoid height was determined by GEOID03.
 GP0185
 GP0185.The dynamic height is computed by dividing the NAVD 88
 GP0185.geopotential number by the normal gravity value computed on the
 GP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0185.degrees latitude (g = 980.6199 gals.).
 GP0185
 GP0185.The modeled gravity was interpolated from observed gravity values.
 GP0185
 GP0185;                    North         East    Units  Estimated Accuracy
 GP0185;SPC AZ C     -   613,060.      241,350.      MT  (+/- 180 meters Scaled)
 GP0185
 GP0185                          SUPERSEDED SURVEY CONTROL
 GP0185
 GP0185  NGVD 29 (??/??/92) 1651.532  (m)         5418.40   (f) ADJ UNCH    1 2
 GP0185
 GP0185.Superseded values are not recommended for survey control.
 GP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0185.See file dsdata.txt to determine how the superseded data were derived.
 GP0185
 GP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF459425(NAD 83)
 GP0185_MARKER: DD = SURVEY DISK
 GP0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0185_SP_SET: CULVERT
 GP0185_STAMPING: 5418.30 2572+51.3 1936 A.H.D.
 GP0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0185
 GP0185  HISTORY     - Date     Condition        Report By
 GP0185  HISTORY     - 1936     MONUMENTED       AZHD
 GP0185  HISTORY     - 1962     GOOD             NGS
 GP0185  HISTORY     - 1978     GOOD             USGS
 GP0185  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0185
 GP0185                          STATION DESCRIPTION
 GP0185
 GP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0185'8.85 MI S FROM BITTER SPRINGS.
 GP0185'ABOUT 8.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0185'STATION AT BITTER SPRINGS, 14 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GP0185'HIGHWAY, 11.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 GP0185'THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A
 GP0185'CONCRETE CULVERT.
 GP0185
 GP0185                          STATION RECOVERY (1978)
 GP0185
 GP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0185'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY. 89 AND ALT. 89 AT
 GP0185'BITTER SPRINGS. 8.65 MILES S. ALONG U S 89. THE TRADING POST HAS BEEN
 GP0185'MOVED 0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF
 GP0185'DESCRIPTION IS ADEQUATE.
 GP0185
 GP0185                          STATION RECOVERY (1983)
 GP0185
 GP0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0185'NOT RECOVERED.  NEW CULVERT IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0262 ***********************************************************************
 FP0262  DESIGNATION -  5437.74
 FP0262  PID         -  FP0262
 FP0262  STATE/COUNTY-  AZ/NAVAJO
 FP0262  USGS QUAD   -  KACHINA POINT (1972)
 FP0262
 FP0262                         *CURRENT SURVEY CONTROL
 FP0262  ___________________________________________________________________
 FP0262* NAD 83(1986)-  35 00 27.     (N)    109 52 28.     (W)     SCALED    
 FP0262* NAVD 88     -      1658.568  (meters)    5441.49   (feet)  ADJUSTED  
 FP0262  ___________________________________________________________________
 FP0262  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FP0262  DYNAMIC HT  -        1656.265 (meters)    5433.93  (feet)  COMP
 FP0262  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 FP0262
 FP0262  VERT ORDER  -  FIRST     CLASS II
 FP0262
 FP0262.The horizontal coordinates were scaled from a topographic map and have
 FP0262.an estimated accuracy of +/- 6 seconds.
 FP0262
 FP0262.The orthometric height was determined by differential leveling
 FP0262.and adjusted by the National Geodetic Survey in June 1991..
 FP0262.WARNING-Repeat measurements at this control monument indicate possible
 FP0262.vertical movement.
 FP0262
 FP0262.The geoid height was determined by GEOID03.
 FP0262
 FP0262.The dynamic height is computed by dividing the NAVD 88
 FP0262.geopotential number by the normal gravity value computed on the
 FP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0262.degrees latitude (g = 980.6199 gals.).
 FP0262
 FP0262.The modeled gravity was interpolated from observed gravity values.
 FP0262
 FP0262;                    North         East    Units  Estimated Accuracy
 FP0262;SPC AZ E     -   444,450.      240,030.      MT  (+/- 180 meters Scaled)
 FP0262
 FP0262                          SUPERSEDED SURVEY CONTROL
 FP0262
 FP0262  NGVD 29 (??/??/92) 1657.626  (m)         5438.39   (f) ADJ UNCH    1 2
 FP0262
 FP0262.Superseded values are not recommended for survey control.
 FP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0262.See file dsdata.txt to determine how the superseded data were derived.
 FP0262
 FP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD027744(NAD 83)
 FP0262_MARKER: DD = SURVEY DISK
 FP0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0262_SP_SET: BRIDGE
 FP0262_STAMPING: 5437.74 2668X79 1959
 FP0262_MARK LOGO: AZHD  
 FP0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0262
 FP0262  HISTORY     - Date     Condition        Report By
 FP0262  HISTORY     - 1959     MONUMENTED       AZHD
 FP0262  HISTORY     - 1959     GOOD             NGS
 FP0262  HISTORY     - 1983     GOOD             NGS
 FP0262
 FP0262                          STATION DESCRIPTION
 FP0262
 FP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0262'19.5 MI E FROM HOLBROOK.
 FP0262'19.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0262'AT HOLBROOK, 30 FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC
 FP0262'LANE, CEMENTED IN THE NORTH HEADWALL OF A 8 FOOT CONCRETE BRIDGE THAT
 FP0262'IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE-- THIS MARK WAS ALSO
 FP0262'USED AS THE AZIMUTH FOR TRIANGULATION STATION BITTER.
 FP0262
 FP0262                          STATION RECOVERY (1983)
 FP0262
 FP0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0262'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.4 KM (18.25
 FP0262'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0262'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST
 FP0262'305, IN THE CENTER OF THE NORTHWEST HEADWALL OF A BOX CULVERT UNDER
 FP0262'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 8.4 METERS (27.6 FT)
 FP0262'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0262'HIGHWAY.
 FP0262'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0136 ***********************************************************************
 ET0136  DESIGNATION -  5441
 ET0136  PID         -  ET0136
 ET0136  STATE/COUNTY-  AZ/YAVAPAI
 ET0136  USGS QUAD   -  CHERRY (1973)
 ET0136
 ET0136                         *CURRENT SURVEY CONTROL
 ET0136  ___________________________________________________________________
 ET0136* NAD 83(1986)-  34 34 13.     (N)    112 04 29.     (W)     SCALED    
 ET0136* NAVD 88     -      1661.72   (+/-2cm)    5451.8    (feet)  VERTCON   
 ET0136  ___________________________________________________________________
 ET0136  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ET0136
 ET0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0136
 ET0136.The horizontal coordinates were scaled from a topographic map and have
 ET0136.an estimated accuracy of +/- 6 seconds.
 ET0136
 ET0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0136.The vertical order pertains to the NGVD 29 superseded value.
 ET0136
 ET0136.The geoid height was determined by GEOID03.
 ET0136
 ET0136;                    North         East    Units  Estimated Accuracy
 ET0136;SPC AZ C     -   395,920.      198,860.      MT  (+/- 180 meters Scaled)
 ET0136
 ET0136                          SUPERSEDED SURVEY CONTROL
 ET0136
 ET0136  NGVD 29 (??/??/92) 1660.884  (m)         5449.08   (f) ADJ UNCH    2 0
 ET0136
 ET0136.Superseded values are not recommended for survey control.
 ET0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0136.See file dsdata.txt to determine how the superseded data were derived.
 ET0136
 ET0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD014259(NAD 83)
 ET0136_MARKER: P = PIPE CAP
 ET0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0136_STAMPING: PRACT 5441
 ET0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0136
 ET0136  HISTORY     - Date     Condition        Report By
 ET0136  HISTORY     - UNK      MONUMENTED       USGS
 ET0136  HISTORY     - 1935     GOOD             NGS
 ET0136
 ET0136                          STATION DESCRIPTION
 ET0136
 ET0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0136'2.4 MI S W FROM CHERRY.
 ET0136'ABOUT 2.4 MILES SOUTHWEST ALONG THE DEWEY ROAD FROM CHERRY, YAVAPAI
 ET0136'COUNTY, AT SUMMIT OF STEEP GRADE, 26 FEET SOUTH OF THE CENTER LINE OF
 ET0136'THE ROAD, AND 20 FEET SOUTH OF A CATTLE GUARD.  A UNITED STATES
 ET0136'GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED ON TOP OF A 3-1/2-INCH
 ET0136'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0069 ***********************************************************************
 FR0069  DESIGNATION -  5446
 FR0069  PID         -  FR0069
 FR0069  STATE/COUNTY-  AZ/COCONINO
 FR0069  USGS QUAD   -  ASH FORK (1979)
 FR0069
 FR0069                         *CURRENT SURVEY CONTROL
 FR0069  ___________________________________________________________________
 FR0069* NAD 83(1986)-  35 14 44.     (N)    112 26 11.     (W)     SCALED    
 FR0069* NAVD 88     -      1660.275  (meters)    5447.09   (feet)  POSTED    
 FR0069  ___________________________________________________________________
 FR0069  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FR0069  DYNAMIC HT  -        1658.070 (meters)    5439.85  (feet)  COMP
 FR0069  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 FR0069
 FR0069  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0069
 FR0069.The horizontal coordinates were scaled from a topographic map and have
 FR0069.an estimated accuracy of +/- 6 seconds.
 FR0069
 FR0069.The orthometric height was determined by differential leveling
 FR0069.and adjusted by the National Geodetic Survey in 1992..
 FR0069.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0069.rate of 1.1 thru 2.0 mm/km.
 FR0069
 FR0069.The geoid height was determined by GEOID03.
 FR0069
 FR0069.The dynamic height is computed by dividing the NAVD 88
 FR0069.geopotential number by the normal gravity value computed on the
 FR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0069.degrees latitude (g = 980.6199 gals.).
 FR0069
 FR0069.The modeled gravity was interpolated from observed gravity values.
 FR0069
 FR0069;                    North         East    Units  Estimated Accuracy
 FR0069;SPC AZ C     -   470,940.      166,060.      MT  (+/- 180 meters Scaled)
 FR0069
 FR0069                          SUPERSEDED SURVEY CONTROL
 FR0069
 FR0069  NGVD 29 (??/??/92) 1659.410  (m)         5444.25   (f) ADJ UNCH    1 2
 FR0069
 FR0069.Superseded values are not recommended for survey control.
 FR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0069.See file dsdata.txt to determine how the superseded data were derived.
 FR0069
 FR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE693012(NAD 83)
 FR0069_MARKER: DD = SURVEY DISK
 FR0069_SETTING: 66 = SET IN ROCK OUTCROP
 FR0069_SP_SET: ROCK OUTCROP
 FR0069_STAMPING: 5444.248
 FR0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0069+STABILITY: POSITION/ELEVATION WELL
 FR0069
 FR0069  HISTORY     - Date     Condition        Report By
 FR0069  HISTORY     - UNK      MONUMENTED       USGS
 FR0069  HISTORY     - 1934     GOOD             NGS
 FR0069
 FR0069                          STATION DESCRIPTION
 FR0069
 FR0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0069'0.5 MI W FROM HOLMES.
 FR0069'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0069'STATION AT HOLMES, COCONINO COUNTY, 5 FEET SOUTHWEST OF MILEPOST 397,
 FR0069'IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND, AND 41 FEET NORTH
 FR0069'OF THE CENTERLINE OF THE NORTH TRACK.  A U.S. GEOLOGICAL SURVEY
 FR0069'STANDARD DISK, STAMPED 5444.248.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0233 ***********************************************************************
 FR0233  DESIGNATION -  5452.60
 FR0233  PID         -  FR0233
 FR0233  STATE/COUNTY-  AZ/YAVAPAI
 FR0233  USGS QUAD   -  CROOKTON (1973)
 FR0233
 FR0233                         *CURRENT SURVEY CONTROL
 FR0233  ___________________________________________________________________
 FR0233* NAD 83(1986)-  35 16 14.     (N)    112 40 46.     (W)     SCALED    
 FR0233* NAVD 88     -      1662.575  (meters)    5454.63   (feet)  ADJUSTED  
 FR0233  ___________________________________________________________________
 FR0233  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FR0233  DYNAMIC HT  -        1660.356 (meters)    5447.35  (feet)  COMP
 FR0233  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 FR0233
 FR0233  VERT ORDER  -  FIRST     CLASS II
 FR0233
 FR0233.The horizontal coordinates were scaled from a topographic map and have
 FR0233.an estimated accuracy of +/- 6 seconds.
 FR0233
 FR0233.The orthometric height was determined by differential leveling
 FR0233.and adjusted by the National Geodetic Survey in June 1991..
 FR0233
 FR0233.The geoid height was determined by GEOID03.
 FR0233
 FR0233.The dynamic height is computed by dividing the NAVD 88
 FR0233.geopotential number by the normal gravity value computed on the
 FR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0233.degrees latitude (g = 980.6199 gals.).
 FR0233
 FR0233.The modeled gravity was interpolated from observed gravity values.
 FR0233
 FR0233;                    North         East    Units  Estimated Accuracy
 FR0233;SPC AZ C     -   473,850.      143,960.      MT  (+/- 180 meters Scaled)
 FR0233
 FR0233                          SUPERSEDED SURVEY CONTROL
 FR0233
 FR0233  NGVD 29 (??/??/92) 1661.659  (m)         5451.63   (f) ADJ UNCH    1 2
 FR0233
 FR0233.Superseded values are not recommended for survey control.
 FR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0233.See file dsdata.txt to determine how the superseded data were derived.
 FR0233
 FR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE472043(NAD 83)
 FR0233_MARKER: DB = BENCH MARK DISK
 FR0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0233_STAMPING: 5452.60
 FR0233_MARK LOGO: AZHD  
 FR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0233+STABILITY: SURFACE MOTION
 FR0233
 FR0233  HISTORY     - Date     Condition        Report By
 FR0233  HISTORY     - 1962     MONUMENTED       AZHD
 FR0233  HISTORY     - 1973     GOOD             USGS
 FR0233  HISTORY     - 1982     GOOD             NGS
 FR0233
 FR0233                          STATION DESCRIPTION
 FR0233
 FR0233'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0233'11.9 MI W FROM ASH FORK.
 FR0233'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0233'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO CROOKTON
 FR0233'OVERPASS, THENCE 6.5 MILES NORTHWEST ON OLD US HWY. 66.  SET IN TOP
 FR0233'AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A 6 FOOT CONCRETE BOX
 FR0233'CULVERT, 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL
 FR0233'WITH THE HIGHWAY.
 FR0233
 FR0233                          STATION RECOVERY (1982)
 FR0233
 FR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0233'19.5 KM (12.1 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0233'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF THE SOUTHWEST
 FR0233'HEADWALL OF A 6-FOOT BOX CULVERT, 6.4 METERS (21 FT) SOUTHWEST OF THE
 FR0233'CENTERLINE OF THE HIGHWAY.
 FR0233'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1761 ***********************************************************************
 DU1761  DESIGNATION -  548+99.54
 DU1761  PID         -  DU1761
 DU1761  STATE/COUNTY-  AZ/MARICOPA
 DU1761  USGS QUAD   -  CURRYS CORNER (1982)
 DU1761
 DU1761                         *CURRENT SURVEY CONTROL
 DU1761  ___________________________________________________________________
 DU1761* NAD 83(1986)-  33 37 56.     (N)    111 53 58.     (W)     SCALED    
 DU1761* NAVD 88     -       462.459  (meters)    1517.25   (feet)  ADJUSTED  
 DU1761  ___________________________________________________________________
 DU1761  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1761  DYNAMIC HT  -         461.911 (meters)    1515.45  (feet)  COMP
 DU1761  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DU1761
 DU1761  VERT ORDER  -  SECOND    CLASS I
 DU1761
 DU1761.The horizontal coordinates were scaled from a topographic map and have
 DU1761.an estimated accuracy of +/- 6 seconds.
 DU1761
 DU1761.The orthometric height was determined by differential leveling
 DU1761.and adjusted by the National Geodetic Survey in November 1993..
 DU1761
 DU1761.The geoid height was determined by GEOID03.
 DU1761
 DU1761.The dynamic height is computed by dividing the NAVD 88
 DU1761.geopotential number by the normal gravity value computed on the
 DU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1761.degrees latitude (g = 980.6199 gals.).
 DU1761
 DU1761.The modeled gravity was interpolated from observed gravity values.
 DU1761
 DU1761;                    North         East    Units  Estimated Accuracy
 DU1761;SPC AZ C     -   291,860.      214,960.      MT  (+/- 180 meters Scaled)
 DU1761
 DU1761                          SUPERSEDED SURVEY CONTROL
 DU1761
 DU1761.No superseded survey control is available for this station.
 DU1761
 DU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165217(NAD 83)
 DU1761_MARKER: DD = SURVEY DISK
 DU1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1761_SP_SET: CONCRETE POST
 DU1761_STAMPING: 548+99.54
 DU1761_MARK LOGO: BOR   
 DU1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1761+STABILITY: SURFACE MOTION
 DU1761
 DU1761  HISTORY     - Date     Condition        Report By
 DU1761  HISTORY     - UNK      MONUMENTED       BOR
 DU1761  HISTORY     - 1984     GOOD             AZDT
 DU1761  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1761
 DU1761                          STATION DESCRIPTION
 DU1761
 DU1761'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1761'IN PHOENIX.
 DU1761'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1761'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1761'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1761'FENCE OF THE CANAL FOR 13.58 KM (8.43 MI) TO THE MARK, 17.68 METERS
 DU1761'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1761'0.305 METERS (1.0 FT) NORTH OF A CHAIN LINK FENCE, 64.01 METERS
 DU1761'(210.0 FT) SOUTH OF THE PROJECT CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1761'CONCRETE POST.
 DU1761
 DU1761                          STATION RECOVERY (2004)
 DU1761
 DU1761'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0800 ***********************************************************************
 CZ0800  DESIGNATION -  549+60
 CZ0800  PID         -  CZ0800
 CZ0800  STATE/COUNTY-  AZ/PIMA
 CZ0800  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0800
 CZ0800                         *CURRENT SURVEY CONTROL
 CZ0800  ___________________________________________________________________
 CZ0800* NAD 83(1986)-  32 06 27.     (N)    111 14 09.     (W)     SCALED    
 CZ0800* NAVD 88     -       754.16   (+/-2cm)    2474.3    (feet)  VERTCON   
 CZ0800  ___________________________________________________________________
 CZ0800  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0800
 CZ0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0800
 CZ0800.The horizontal coordinates were scaled from a topographic map and have
 CZ0800.an estimated accuracy of +/- 6 seconds.
 CZ0800
 CZ0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0800.The vertical order pertains to the NGVD 29 superseded value.
 CZ0800
 CZ0800.The geoid height was determined by GEOID03.
 CZ0800
 CZ0800;                    North         East    Units  Estimated Accuracy
 CZ0800;SPC AZ C     -   122,990.      277,610.      MT  (+/- 180 meters Scaled)
 CZ0800
 CZ0800                          SUPERSEDED SURVEY CONTROL
 CZ0800
 CZ0800  NGVD 29 (??/??/92)  753.470  (m)         2472.01   (f) ADJ UNCH    2 0
 CZ0800
 CZ0800.Superseded values are not recommended for survey control.
 CZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0800.See file dsdata.txt to determine how the superseded data were derived.
 CZ0800
 CZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA777523(NAD 83)
 CZ0800_MARKER: DD = SURVEY DISK
 CZ0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0800_SP_SET: CULVERT
 CZ0800_STAMPING: 549+60 2472.92
 CZ0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0800
 CZ0800  HISTORY     - Date     Condition        Report By
 CZ0800  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0800  HISTORY     - 1951     GOOD             NGS
 CZ0800
 CZ0800                          STATION DESCRIPTION
 CZ0800
 CZ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0800'17.1 MI SW FROM TUCSON.
 CZ0800'17.1 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0800'STATE HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE
 CZ0800'NORTHWEST HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 11 YARDS
 CZ0800'SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0800'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0503 ***********************************************************************
 FS0503  DESIGNATION -  549+90
 FS0503  PID         -  FS0503
 FS0503  STATE/COUNTY-  AZ/MOHAVE
 FS0503  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0503
 FS0503                         *CURRENT SURVEY CONTROL
 FS0503  ___________________________________________________________________
 FS0503* NAD 83(1986)-  35 29 52.     (N)    114 19 45.     (W)     SCALED    
 FS0503* NAVD 88     -       948.264  (meters)    3111.10   (feet)  POSTED    
 FS0503  ___________________________________________________________________
 FS0503  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0503  DYNAMIC HT  -         947.170 (meters)    3107.51  (feet)  COMP
 FS0503  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 FS0503
 FS0503  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0503
 FS0503.The horizontal coordinates were scaled from a topographic map and have
 FS0503.an estimated accuracy of +/- 6 seconds.
 FS0503
 FS0503.The orthometric height was determined by differential leveling
 FS0503.and adjusted by the National Geodetic Survey in 1992..
 FS0503.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0503.rate of 3.1 thru 4.0 mm/km.
 FS0503
 FS0503.The geoid height was determined by GEOID03.
 FS0503
 FS0503.The dynamic height is computed by dividing the NAVD 88
 FS0503.geopotential number by the normal gravity value computed on the
 FS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0503.degrees latitude (g = 980.6199 gals.).
 FS0503
 FS0503.The modeled gravity was interpolated from observed gravity values.
 FS0503
 FS0503;                    North         East    Units  Estimated Accuracy
 FS0503;SPC AZ W     -   498,970.      160,810.      MT  (+/- 180 meters Scaled)
 FS0503
 FS0503                          SUPERSEDED SURVEY CONTROL
 FS0503
 FS0503  NGVD 29 (??/??/92)  947.471  (m)         3108.49   (f) ADJ UNCH    1 1
 FS0503
 FS0503.Superseded values are not recommended for survey control.
 FS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0503.See file dsdata.txt to determine how the superseded data were derived.
 FS0503
 FS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV422315(NAD 83)
 FS0503_MARKER: DD = SURVEY DISK
 FS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0503_STAMPING: 549+90 3109-13 1935
 FS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0503+STABILITY: SURFACE MOTION
 FS0503
 FS0503  HISTORY     - Date     Condition        Report By
 FS0503  HISTORY     - 1935     MONUMENTED       AZHD
 FS0503  HISTORY     - 1949     GOOD             NGS
 FS0503
 FS0503                          STATION DESCRIPTION
 FS0503
 FS0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0503'8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0503'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0503'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0503'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0503'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER
 FS0503'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0845 ***********************************************************************
 EU0845  DESIGNATION -  55 44
 EU0845  PID         -  EU0845
 EU0845  STATE/COUNTY-  AZ/LA PAZ
 EU0845  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0845
 EU0845                         *CURRENT SURVEY CONTROL
 EU0845  ___________________________________________________________________
 EU0845* NAD 83(1986)-  34 17 23.     (N)    114 04 52.     (W)     SCALED    
 EU0845* NAVD 88     -       143.97   (+/-2cm)     472.3    (feet)  VERTCON   
 EU0845  ___________________________________________________________________
 EU0845  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EU0845
 EU0845  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0845
 EU0845.The horizontal coordinates were scaled from a topographic map and have
 EU0845.an estimated accuracy of +/- 6 seconds.
 EU0845
 EU0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0845.The vertical order pertains to the NGVD 29 superseded value.
 EU0845
 EU0845.The geoid height was determined by GEOID03.
 EU0845
 EU0845;                    North         East    Units  Estimated Accuracy
 EU0845;SPC AZ W     -   364,850.      182,880.      MT  (+/- 180 meters Scaled)
 EU0845
 EU0845                          SUPERSEDED SURVEY CONTROL
 EU0845
 EU0845  NGVD 29 (08/15/05)  143.348  (m)          470.30   (f) ADJUSTED    1 1
 EU0845
 EU0845.Superseded values are not recommended for survey control.
 EU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0845.See file dsdata.txt to determine how the superseded data were derived.
 EU0845
 EU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT686981(NAD 83)
 EU0845_MARKER: DD = SURVEY DISK
 EU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0845_STAMPING: BM 55 44 1964
 EU0845_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0845+STABILITY: SURFACE MOTION
 EU0845
 EU0845  HISTORY     - Date     Condition        Report By
 EU0845  HISTORY     - 1976     MONUMENTED       AZDT
 EU0845
 EU0845                          STATION DESCRIPTION
 EU0845
 EU0845'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976
 EU0845'37.05 MI W FROM BOUSE.
 EU0845'27.95 MILES NORTH ALONG THE PLANET BOUSE ROAD FROM THE POST OFFICE AT
 EU0845'BOUSE, THENCE 9.1 MILES WEST ALONG THE PLANET RANCH ROAD, IN TOP OF A
 EU0845'LITTLE SADDLE AT THE SOUTH END OF A LONE HILL, 162 FT. NORTH OF THE
 EU0845'CENTER LINE OF THE ROAD, 50 FT. EAST OF THE CENTER LINE OF A DIM ROAD
 EU0845'IN A WASH, IN THE VALLEY BETWEEN TWO LARGE HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1559 ***********************************************************************
 DV1559  DESIGNATION -  55 A
 DV1559  PID         -  DV1559
 DV1559  STATE/COUNTY-  AZ/MARICOPA
 DV1559  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1559
 DV1559                         *CURRENT SURVEY CONTROL
 DV1559  ___________________________________________________________________
 DV1559* NAD 83(1986)-  33 31 09.     (N)    113 03 49.     (W)     SCALED    
 DV1559* NAVD 88     -       395.33   (+/-2cm)    1297.0    (feet)  VERTCON   
 DV1559  ___________________________________________________________________
 DV1559  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1559
 DV1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1559
 DV1559.The horizontal coordinates were scaled from a topographic map and have
 DV1559.an estimated accuracy of +/- 6 seconds.
 DV1559
 DV1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1559.The vertical order pertains to the NGVD 29 superseded value.
 DV1559
 DV1559.The geoid height was determined by GEOID03.
 DV1559
 DV1559;                    North         East    Units  Estimated Accuracy
 DV1559;SPC AZ C     -   279,920.      106,810.      MT  (+/- 180 meters Scaled)
 DV1559
 DV1559                          SUPERSEDED SURVEY CONTROL
 DV1559
 DV1559  NGVD 29 (??/??/92)  394.693  (m)         1294.92   (f) ADJ UNCH    2 0
 DV1559
 DV1559.Superseded values are not recommended for survey control.
 DV1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1559.See file dsdata.txt to determine how the superseded data were derived.
 DV1559
 DV1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC083107(NAD 83)
 DV1559_MARKER: DD = SURVEY DISK
 DV1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1559_STAMPING: 55 A 1962
 DV1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1559+STABILITY: SURFACE MOTION
 DV1559
 DV1559  HISTORY     - Date     Condition        Report By
 DV1559  HISTORY     - 1962     MONUMENTED       AZHD
 DV1559
 DV1559                          STATION DESCRIPTION
 DV1559
 DV1559'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1559'7.95 MI NW FROM TOROPAH.
 DV1559'0.7 MILE EAST-SOUTHEAST OF E 415 55, AN ARIZONA HIGHWAY DEPARTMENT
 DV1559'DISK STAMPED 55 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1559'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1559'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1005 ***********************************************************************
 FR1005  DESIGNATION -  55 EMH
 FR1005  PID         -  FR1005
 FR1005  STATE/COUNTY-  AZ/COCONINO
 FR1005  USGS QUAD   -  CROOKTON (1973)
 FR1005
 FR1005                         *CURRENT SURVEY CONTROL
 FR1005  ___________________________________________________________________
 FR1005* NAD 83(1986)-  35 21 17.     (N)    112 38 01.     (W)     SCALED    
 FR1005* NAVD 88     -      1724.552  (meters)    5657.97   (feet)  POSTED    
 FR1005  ___________________________________________________________________
 FR1005  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR1005  DYNAMIC HT  -        1722.250 (meters)    5650.42  (feet)  COMP
 FR1005  MODELED GRAV-     979,236.4   (mgal)                       NAVD 88
 FR1005
 FR1005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1005
 FR1005.The horizontal coordinates were scaled from a topographic map and have
 FR1005.an estimated accuracy of +/- 6 seconds.
 FR1005
 FR1005.The orthometric height was determined by differential leveling
 FR1005.and adjusted by the National Geodetic Survey in 1992..
 FR1005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1005.rate of 0.0 thru 1.0 mm/km.
 FR1005
 FR1005.The geoid height was determined by GEOID03.
 FR1005
 FR1005.The dynamic height is computed by dividing the NAVD 88
 FR1005.geopotential number by the normal gravity value computed on the
 FR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1005.degrees latitude (g = 980.6199 gals.).
 FR1005
 FR1005.The modeled gravity was interpolated from observed gravity values.
 FR1005
 FR1005;                    North         East    Units  Estimated Accuracy
 FR1005;SPC AZ C     -   483,160.      148,200.      MT  (+/- 180 meters Scaled)
 FR1005
 FR1005                          SUPERSEDED SURVEY CONTROL
 FR1005
 FR1005  NGVD 29 (??/??/92) 1723.63   (m)         5654.9    (f) COMPUTED    2 2
 FR1005
 FR1005.Superseded values are not recommended for survey control.
 FR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1005.See file dsdata.txt to determine how the superseded data were derived.
 FR1005
 FR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE515136(NAD 83)
 FR1005_MARKER: DB = BENCH MARK DISK
 FR1005_SETTING: 66 = SET IN ROCK OUTCROP
 FR1005_SP_SET: BEDROCK
 FR1005_STAMPING: 55 EMH 1973 5655
 FR1005_MARK LOGO: USGS  
 FR1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1005+STABILITY: POSITION/ELEVATION WELL
 FR1005
 FR1005  HISTORY     - Date     Condition        Report By
 FR1005  HISTORY     - 1973     MONUMENTED       USGS
 FR1005
 FR1005                          STATION DESCRIPTION
 FR1005
 FR1005'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1005'29.3 KM (18.20 MI) NE FROM SELIGMAN.
 FR1005'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1005'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1005'THENCE 6.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1005'THE AT+SF RAILROAD, AT THE WEST END OF A RAILROAD CUT, 187 FEET EAST
 FR1005'OF A RAILROAD SIGNAL BOX, 39 FEET SOUTH OF THE CENTERLINE OF THE
 FR1005'SOUTH TRACK, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, FLUSH WITH
 FR1005'THE GROUND.
 FR1005'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0647 ***********************************************************************
 FP0647  DESIGNATION -  55 HLS
 FP0647  PID         -  FP0647
 FP0647  STATE/COUNTY-  AZ/APACHE
 FP0647  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0647
 FP0647                         *CURRENT SURVEY CONTROL
 FP0647  ___________________________________________________________________
 FP0647* NAD 83(1986)-  35 26 32.     (N)    109 31 21.     (W)     SCALED    
 FP0647* NAVD 88     -      1978.369  (meters)    6490.70   (feet)  ADJUSTED  
 FP0647  ___________________________________________________________________
 FP0647  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 FP0647  DYNAMIC HT  -        1975.614 (meters)    6481.66  (feet)  COMP
 FP0647  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 FP0647
 FP0647  VERT ORDER  -  SECOND    CLASS II
 FP0647
 FP0647.The horizontal coordinates were scaled from a topographic map and have
 FP0647.an estimated accuracy of +/- 6 seconds.
 FP0647
 FP0647.The orthometric height was determined by differential leveling
 FP0647.and adjusted by the National Geodetic Survey in June 1991..
 FP0647
 FP0647.The geoid height was determined by GEOID03.
 FP0647
 FP0647.The dynamic height is computed by dividing the NAVD 88
 FP0647.geopotential number by the normal gravity value computed on the
 FP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0647.degrees latitude (g = 980.6199 gals.).
 FP0647
 FP0647.The modeled gravity was interpolated from observed gravity values.
 FP0647
 FP0647;                    North         East    Units  Estimated Accuracy
 FP0647;SPC AZ E     -   492,820.      271,840.      MT  (+/- 180 meters Scaled)
 FP0647
 FP0647                          SUPERSEDED SURVEY CONTROL
 FP0647
 FP0647.No superseded survey control is available for this station.
 FP0647
 FP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE341230(NAD 83)
 FP0647_MARKER: DB = BENCH MARK DISK
 FP0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0647_SP_SET: COPPER-CLAD STEEL ROD
 FP0647_STAMPING: 55 HLS 1970 6487
 FP0647_MARK LOGO: USGS  
 FP0647_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0647+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0647
 FP0647  HISTORY     - Date     Condition        Report By
 FP0647  HISTORY     - 1970     MONUMENTED       USGS
 FP0647
 FP0647                          STATION DESCRIPTION
 FP0647
 FP0647'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0647'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0647'OFFICE AT GANADO, ARIZONA), PROCEED 4.2 MILES SOUTH ALONG STATE
 FP0647'HIGHWAY 63, 98 FEET WEST OF THE HIGHWAY, 2 FEET WEST OF A FENCE AND
 FP0647'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0647'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0726 ***********************************************************************
 DA0726  DESIGNATION -  550
 DA0726  PID         -  DA0726
 DA0726  STATE/COUNTY-  AZ/MARICOPA
 DA0726  USGS QUAD   -  AZTEC SE (1982)
 DA0726
 DA0726                         *CURRENT SURVEY CONTROL
 DA0726  ___________________________________________________________________
 DA0726* NAD 83(1986)-  32 50 23.     (N)    113 19 09.     (W)     SCALED    
 DA0726* NAVD 88     -       168.23   (+/-2cm)     551.9    (feet)  VERTCON   
 DA0726  ___________________________________________________________________
 DA0726  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0726
 DA0726  VERT ORDER  -  ? (See Below)
 DA0726
 DA0726.The horizontal coordinates were scaled from a topographic map and have
 DA0726.an estimated accuracy of +/- 6 seconds.
 DA0726
 DA0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0726.The vertical order pertains to the NGVD 29 superseded value.
 DA0726
 DA0726.The geoid height was determined by GEOID03.
 DA0726
 DA0726;                    North         East    Units  Estimated Accuracy
 DA0726;SPC AZ C     -   204,850.       82,060.      MT  (+/- 180 meters Scaled)
 DA0726
 DA0726                          SUPERSEDED SURVEY CONTROL
 DA0726
 DA0726  NGVD 29 (??/??/92)  167.653  (m)          550.04   (f) ADJ UNCH    ?  
 DA0726
 DA0726.Superseded values are not recommended for survey control.
 DA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0726.See file dsdata.txt to determine how the superseded data were derived.
 DA0726
 DA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB829359(NAD 83)
 DA0726_MARKER: P = PIPE CAP
 DA0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0726
 DA0726  HISTORY     - Date     Condition        Report By
 DA0726  HISTORY     - UNK      MONUMENTED       USGS
 DA0726  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0726
 DA0726                          STATION DESCRIPTION
 DA0726
 DA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0726'0.25 MI E FROM STANWIX.
 DA0726'AT STANWIX, MARICOPA COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 1/4
 DA0726'MILES EAST OF THE EAST STATION-ONE-MILE SIGN, 235 FEET EAST OF A RAIL
 DA0726'REST, 170 FEET WEST OF THE WEST END OF BRIDGE 820 A (IN 1905), AND 50
 DA0726'FEET NORTH OF THE MAIN TRACK.  A U. S. GEOLOGICAL SURVEY STANDARD CAP,
 DA0726'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0644 ***********************************************************************
 CZ0644  DESIGNATION -  551+26.73
 CZ0644  PID         -  CZ0644
 CZ0644  STATE/COUNTY-  AZ/PIMA
 CZ0644  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0644
 CZ0644                         *CURRENT SURVEY CONTROL
 CZ0644  ___________________________________________________________________
 CZ0644* NAD 83(1986)-  32 22 37.     (N)    111 21 18.     (W)     SCALED    
 CZ0644* NAVD 88     -       619.73   (+/-2cm)    2033.2    (feet)  VERTCON   
 CZ0644  ___________________________________________________________________
 CZ0644  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0644
 CZ0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0644
 CZ0644.The horizontal coordinates were scaled from a topographic map and have
 CZ0644.an estimated accuracy of +/- 6 seconds.
 CZ0644
 CZ0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0644.The vertical order pertains to the NGVD 29 superseded value.
 CZ0644
 CZ0644.The geoid height was determined by GEOID03.
 CZ0644
 CZ0644;                    North         East    Units  Estimated Accuracy
 CZ0644;SPC AZ C     -   152,800.      266,210.      MT  (+/- 180 meters Scaled)
 CZ0644
 CZ0644                          SUPERSEDED SURVEY CONTROL
 CZ0644
 CZ0644  NGVD 29 (??/??/92)  619.173  (m)         2031.40   (f) ADJ UNCH    2 0
 CZ0644
 CZ0644.Superseded values are not recommended for survey control.
 CZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0644.See file dsdata.txt to determine how the superseded data were derived.
 CZ0644
 CZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA666822(NAD 83)
 CZ0644_MARKER: DD = SURVEY DISK
 CZ0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0644_SP_SET: CATTLEGUARD
 CZ0644_STAMPING: 551+26.73 1955 2031.40
 CZ0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0644
 CZ0644  HISTORY     - Date     Condition        Report By
 CZ0644  HISTORY     - 1955     MONUMENTED       AZHD
 CZ0644  HISTORY     - 1962     GOOD             NGS
 CZ0644
 CZ0644                          STATION DESCRIPTION
 CZ0644
 CZ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0644'17.9 MI W FROM CORTARO.
 CZ0644'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0644'CORTARO, THENCE 14.2 MILES WEST ALONG THE AVRA VALLEY ROAD, 22 FEET
 CZ0644'SOUTH OF THE CENTER OF A CATTLEGUARD, 15.3 FEET NORTH OF A NORTHWEST
 CZ0644'FENCE CORNER, A BRONZE DISK SET IN A DRILL HOLE IN THE SOUTH HEADWALL
 CZ0644'OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0266 ***********************************************************************
 FP0266  DESIGNATION -  5516.27
 FP0266  PID         -  FP0266
 FP0266  STATE/COUNTY-  AZ/NAVAJO
 FP0266  USGS QUAD   -  KACHINA POINT (1972)
 FP0266
 FP0266                         *CURRENT SURVEY CONTROL
 FP0266  ___________________________________________________________________
 FP0266* NAD 83(1986)-  35 01 10.     (N)    109 51 08.     (W)     SCALED    
 FP0266* NAVD 88     -      1682.476  (meters)    5519.92   (feet)  ADJUSTED  
 FP0266  ___________________________________________________________________
 FP0266  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FP0266  DYNAMIC HT  -        1680.137 (meters)    5512.25  (feet)  COMP
 FP0266  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 FP0266
 FP0266  VERT ORDER  -  FIRST     CLASS II
 FP0266
 FP0266.The horizontal coordinates were scaled from a topographic map and have
 FP0266.an estimated accuracy of +/- 6 seconds.
 FP0266
 FP0266.The orthometric height was determined by differential leveling
 FP0266.and adjusted by the National Geodetic Survey in June 1991..
 FP0266
 FP0266.The geoid height was determined by GEOID03.
 FP0266
 FP0266.The dynamic height is computed by dividing the NAVD 88
 FP0266.geopotential number by the normal gravity value computed on the
 FP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0266.degrees latitude (g = 980.6199 gals.).
 FP0266
 FP0266.The modeled gravity was interpolated from observed gravity values.
 FP0266
 FP0266;                    North         East    Units  Estimated Accuracy
 FP0266;SPC AZ E     -   445,780.      242,060.      MT  (+/- 180 meters Scaled)
 FP0266
 FP0266                          SUPERSEDED SURVEY CONTROL
 FP0266
 FP0266  NGVD 29 (??/??/92) 1681.588  (m)         5517.01   (f) ADJ UNCH    1 2
 FP0266
 FP0266.Superseded values are not recommended for survey control.
 FP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0266.See file dsdata.txt to determine how the superseded data were derived.
 FP0266
 FP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD047758(NAD 83)
 FP0266_MARKER: DD = SURVEY DISK
 FP0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0266_SP_SET: BRIDGE
 FP0266_STAMPING: 5516.27 2748X00 1958
 FP0266_MARK LOGO: AZHD  
 FP0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0266
 FP0266  HISTORY     - Date     Condition        Report By
 FP0266  HISTORY     - 1958     MONUMENTED       AZHD
 FP0266  HISTORY     - 1972     GOOD             USGS
 FP0266  HISTORY     - 1983     GOOD             NGS
 FP0266
 FP0266                          STATION DESCRIPTION
 FP0266
 FP0266'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0266'21.0 MI E FROM HOLBROOK.
 FP0266'FROM PETRIFIED FOREST ROAD OVERPASS OF I-40 HIGHWAY GO W. 3.3 MI.
 FP0266'ALONG I-40 HIGHWAY TO A 9 FT. CONCRETE BRIDGE.  BM IS 32 FT. N. OF THE
 FP0266'CENTER LINE OF THE W. BOUND TRAFFIC IN CENTER OF CONCRETE HEADWALL 2.7
 FP0266'FT LOWER THAN CENTER OF HIGHWAY OPPOSITE.  A STANDARD AHD DISK,
 FP0266'STAMPED 5516.27 2748X00 1958.
 FP0266
 FP0266                          STATION RECOVERY (1983)
 FP0266
 FP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  31.9 KM (19.8
 FP0266'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0266'NAVAJO BOULEVARD IN HOLBROOK, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 FP0266'307, IN THE CENTER OF THE NORTHWEST HEADWALL OF A BOX CULVERT UNDER
 FP0266'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 8.6 METERS (28.2 FT)
 FP0266'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0266'HIGHWAY.  NOTE=THE 1959 DESCRIPTION STATES THAT THE DISK IS STAMPED
 FP0266'5516.27 2748X00 1958 BUT IS STAMPED AS ABOVE.
 FP0266'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0302 ***********************************************************************
 ES0302  DESIGNATION -  5517
 ES0302  PID         -  ES0302
 ES0302  STATE/COUNTY-  AZ/GILA
 ES0302  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0302
 ES0302                         *CURRENT SURVEY CONTROL
 ES0302  ___________________________________________________________________
 ES0302* NAD 83(1986)-  34 22 03.     (N)    111 26 08.     (W)     SCALED    
 ES0302* NAVD 88     -      1682.78   (+/-2cm)    5520.9    (feet)  VERTCON   
 ES0302  ___________________________________________________________________
 ES0302  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES0302
 ES0302  VERT ORDER  -  ? (See Below)
 ES0302
 ES0302.The horizontal coordinates were scaled from a topographic map and have
 ES0302.an estimated accuracy of +/- 6 seconds.
 ES0302
 ES0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0302.The vertical order pertains to the NGVD 29 superseded value.
 ES0302
 ES0302.The geoid height was determined by GEOID03.
 ES0302
 ES0302;                    North         East    Units  Estimated Accuracy
 ES0302;SPC AZ E     -   374,150.       96,650.      MT  (+/- 180 meters Scaled)
 ES0302
 ES0302                          SUPERSEDED SURVEY CONTROL
 ES0302
 ES0302  NGVD 29 (??/??/92) 1681.980  (m)         5518.30   (f) ADJ UNCH    ?  
 ES0302
 ES0302.Superseded values are not recommended for survey control.
 ES0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0302.See file dsdata.txt to determine how the superseded data were derived.
 ES0302
 ES0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD599029(NAD 83)
 ES0302_MARKER: Z = SEE DESCRIPTION
 ES0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0302_SP_SET: TREE
 ES0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0302
 ES0302  HISTORY     - Date     Condition        Report By
 ES0302  HISTORY     - UNK      MONUMENTED       USGS
 ES0302  HISTORY     - 1933     GOOD             NGS
 ES0302
 ES0302                          STATION DESCRIPTION
 ES0302
 ES0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0302'2.1 MI SE FROM PINE.
 ES0302'AT SIDE OF HIGHWAY, ON SMALL FLAT, 12 FEET NORTH OF HIGHWAY
 ES0302'CENTER-LINE, ON BASE OF JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0798 ***********************************************************************
 FQ0798  DESIGNATION -  5517.69
 FQ0798  PID         -  FQ0798
 FQ0798  STATE/COUNTY-  AZ/NAVAJO
 FQ0798  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0798
 FQ0798                         *CURRENT SURVEY CONTROL
 FQ0798  ___________________________________________________________________
 FQ0798* NAD 83(1986)-  35 03 49.     (N)    110 05 52.     (W)     SCALED    
 FQ0798* NAVD 88     -      1594.862  (meters)    5232.48   (feet)  ADJUSTED  
 FQ0798  ___________________________________________________________________
 FQ0798  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0798  DYNAMIC HT  -        1592.693 (meters)    5225.36  (feet)  COMP
 FQ0798  MODELED GRAV-     979,218.5   (mgal)                       NAVD 88
 FQ0798
 FQ0798  VERT ORDER  -  THIRD
 FQ0798
 FQ0798.The horizontal coordinates were scaled from a topographic map and have
 FQ0798.an estimated accuracy of +/- 6 seconds.
 FQ0798
 FQ0798.The orthometric height was determined by differential leveling
 FQ0798.and adjusted by the National Geodetic Survey in June 1991..
 FQ0798
 FQ0798.The geoid height was determined by GEOID03.
 FQ0798
 FQ0798.The dynamic height is computed by dividing the NAVD 88
 FQ0798.geopotential number by the normal gravity value computed on the
 FQ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0798.degrees latitude (g = 980.6199 gals.).
 FQ0798
 FQ0798.The modeled gravity was interpolated from observed gravity values.
 FQ0798
 FQ0798;                    North         East    Units  Estimated Accuracy
 FQ0798;SPC AZ E     -   450,630.      219,640.      MT  (+/- 180 meters Scaled)
 FQ0798
 FQ0798                          SUPERSEDED SURVEY CONTROL
 FQ0798
 FQ0798  NGVD 29 (??/??/92) 1594.04   (m)         5229.8    (f) COMPUTED    3 0
 FQ0798
 FQ0798.Superseded values are not recommended for survey control.
 FQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0798.See file dsdata.txt to determine how the superseded data were derived.
 FQ0798
 FQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822804(NAD 83)
 FQ0798_MARKER: DB = BENCH MARK DISK
 FQ0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0798_SP_SET: CONCRETE HEADWALL
 FQ0798_STAMPING: 5517.69
 FQ0798_MARK LOGO: AZHD  
 FQ0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0798+STABILITY: SURFACE MOTION
 FQ0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0798+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0798
 FQ0798  HISTORY     - Date     Condition        Report By
 FQ0798  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0798  HISTORY     - 19700316 GOOD             USGS
 FQ0798
 FQ0798                          STATION DESCRIPTION
 FQ0798
 FQ0798'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0798'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0798'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 6.5 MILES NORTH ALONG STATE
 FQ0798'HIGHWAY 77, 13 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0798'NORTH END OF A BRIDGE OVER LEROUX WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0502 ***********************************************************************
 FS0502  DESIGNATION -  553+25
 FS0502  PID         -  FS0502
 FS0502  STATE/COUNTY-  AZ/MOHAVE
 FS0502  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0502
 FS0502                         *CURRENT SURVEY CONTROL
 FS0502  ___________________________________________________________________
 FS0502* NAD 83(1986)-  35 29 57.     (N)    114 19 52.     (W)     SCALED    
 FS0502* NAVD 88     -       946.557  (meters)    3105.50   (feet)  POSTED    
 FS0502  ___________________________________________________________________
 FS0502  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0502  DYNAMIC HT  -         945.470 (meters)    3101.93  (feet)  COMP
 FS0502  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 FS0502
 FS0502  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0502
 FS0502.The horizontal coordinates were scaled from a topographic map and have
 FS0502.an estimated accuracy of +/- 6 seconds.
 FS0502
 FS0502.The orthometric height was determined by differential leveling
 FS0502.and adjusted by the National Geodetic Survey in 1992..
 FS0502.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0502.rate of 3.1 thru 4.0 mm/km.
 FS0502
 FS0502.The geoid height was determined by GEOID03.
 FS0502
 FS0502.The dynamic height is computed by dividing the NAVD 88
 FS0502.geopotential number by the normal gravity value computed on the
 FS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0502.degrees latitude (g = 980.6199 gals.).
 FS0502
 FS0502.The modeled gravity was interpolated from observed gravity values.
 FS0502
 FS0502;                    North         East    Units  Estimated Accuracy
 FS0502;SPC AZ W     -   499,120.      160,640.      MT  (+/- 180 meters Scaled)
 FS0502
 FS0502                          SUPERSEDED SURVEY CONTROL
 FS0502
 FS0502  NGVD 29 (??/??/92)  945.765  (m)         3102.90   (f) ADJ UNCH    1 1
 FS0502
 FS0502.Superseded values are not recommended for survey control.
 FS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0502.See file dsdata.txt to determine how the superseded data were derived.
 FS0502
 FS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0502_MARKER: DD = SURVEY DISK
 FS0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0502_SP_SET: CULVERT
 FS0502_STAMPING: 553+25 3103-51 1935
 FS0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0502
 FS0502  HISTORY     - Date     Condition        Report By
 FS0502  HISTORY     - 1935     MONUMENTED       AZHD
 FS0502  HISTORY     - 1949     GOOD             NGS
 FS0502
 FS0502                          STATION DESCRIPTION
 FS0502
 FS0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0502'8.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0502'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0502'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0502'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0502'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE
 FS0502'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0281 ***********************************************************************
 FP0281  DESIGNATION -  5542.13
 FP0281  PID         -  FP0281
 FP0281  STATE/COUNTY-  AZ/APACHE
 FP0281  USGS QUAD   -  PINTA (1972)
 FP0281
 FP0281                         *CURRENT SURVEY CONTROL
 FP0281  ___________________________________________________________________
 FP0281* NAD 83(1986)-  35 05 05.     (N)    109 42 23.     (W)     SCALED    
 FP0281* NAVD 88     -      1690.111  (meters)    5544.97   (feet)  ADJUSTED  
 FP0281  ___________________________________________________________________
 FP0281  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FP0281  DYNAMIC HT  -        1687.765 (meters)    5537.28  (feet)  COMP
 FP0281  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 FP0281
 FP0281  VERT ORDER  -  SECOND    CLASS 0
 FP0281
 FP0281.The horizontal coordinates were scaled from a topographic map and have
 FP0281.an estimated accuracy of +/- 6 seconds.
 FP0281
 FP0281.The orthometric height was determined by differential leveling
 FP0281.and adjusted by the National Geodetic Survey in June 1991..
 FP0281
 FP0281.The geoid height was determined by GEOID03.
 FP0281
 FP0281.The dynamic height is computed by dividing the NAVD 88
 FP0281.geopotential number by the normal gravity value computed on the
 FP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0281.degrees latitude (g = 980.6199 gals.).
 FP0281
 FP0281.The modeled gravity was interpolated from observed gravity values.
 FP0281
 FP0281;                    North         East    Units  Estimated Accuracy
 FP0281;SPC AZ E     -   453,070.      255,330.      MT  (+/- 180 meters Scaled)
 FP0281
 FP0281                          SUPERSEDED SURVEY CONTROL
 FP0281
 FP0281  NGVD 29 (??/??/92) 1689.209  (m)         5542.01   (f) ADJ UNCH    2 0
 FP0281
 FP0281.Superseded values are not recommended for survey control.
 FP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0281.See file dsdata.txt to determine how the superseded data were derived.
 FP0281
 FP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD179832(NAD 83)
 FP0281_MARKER: DD = SURVEY DISK
 FP0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0281_SP_SET: BRIDGE
 FP0281_STAMPING: 5542.13
 FP0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0281
 FP0281  HISTORY     - Date     Condition        Report By
 FP0281  HISTORY     - UNK      MONUMENTED       AZHD
 FP0281  HISTORY     - 1972     GOOD             USGS
 FP0281  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0281
 FP0281                          STATION DESCRIPTION
 FP0281
 FP0281'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0281'4.6 MI N FROM PETRIFIED FOREST.
 FP0281'FROM PETRIFIED FOREST N.P. INTERCHANGE CONTINUE E. ALONG HIGHWAY 4.6
 FP0281'MI. BM IS 16 FT N. OF CENTER LINE OF W. BOUND TRAFFIC, 5 FT. E. OF THE
 FP0281'W. END OF BRIDGE OVER DEAD WASH IN CONCRETE HEADWALL, A STANDARD AHD
 FP0281'DISK STAMPED 5542.13.
 FP0281
 FP0281                          STATION RECOVERY (1983)
 FP0281
 FP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0281'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0222 ***********************************************************************
 FR0222  DESIGNATION -  5544.88
 FR0222  PID         -  FR0222
 FR0222  STATE/COUNTY-  AZ/YAVAPAI
 FR0222  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0222
 FR0222                         *CURRENT SURVEY CONTROL
 FR0222  ___________________________________________________________________
 FR0222* NAD 83(1986)-  35 18 17.     (N)    112 46 32.     (W)     SCALED    
 FR0222* NAVD 88     -      1690.763  (meters)    5547.11   (feet)  ADJUSTED  
 FR0222  ___________________________________________________________________
 FR0222  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 FR0222  DYNAMIC HT  -        1688.497 (meters)    5539.68  (feet)  COMP
 FR0222  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 FR0222
 FR0222  VERT ORDER  -  FIRST     CLASS II
 FR0222
 FR0222.The horizontal coordinates were scaled from a topographic map and have
 FR0222.an estimated accuracy of +/- 6 seconds.
 FR0222
 FR0222.The orthometric height was determined by differential leveling
 FR0222.and adjusted by the National Geodetic Survey in June 1991..
 FR0222
 FR0222.The geoid height was determined by GEOID03.
 FR0222
 FR0222.The dynamic height is computed by dividing the NAVD 88
 FR0222.geopotential number by the normal gravity value computed on the
 FR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0222.degrees latitude (g = 980.6199 gals.).
 FR0222
 FR0222.The modeled gravity was interpolated from observed gravity values.
 FR0222
 FR0222;                    North         East    Units  Estimated Accuracy
 FR0222;SPC AZ C     -   477,720.      135,250.      MT  (+/- 180 meters Scaled)
 FR0222
 FR0222                          SUPERSEDED SURVEY CONTROL
 FR0222
 FR0222  NGVD 29 (??/??/92) 1689.841  (m)         5544.09   (f) ADJ UNCH    1 2
 FR0222
 FR0222.Superseded values are not recommended for survey control.
 FR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0222.See file dsdata.txt to determine how the superseded data were derived.
 FR0222
 FR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE385082(NAD 83)
 FR0222_MARKER: DD = SURVEY DISK
 FR0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0222_STAMPING: 5544.88 966+99.70 1953
 FR0222_MARK LOGO: AZHD  
 FR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0222+STABILITY: SURFACE MOTION
 FR0222
 FR0222  HISTORY     - Date     Condition        Report By
 FR0222  HISTORY     - 1953     MONUMENTED       AZHD
 FR0222  HISTORY     - 1962     GOOD             NGS
 FR0222  HISTORY     - 1982     GOOD             NGS
 FR0222
 FR0222                          STATION DESCRIPTION
 FR0222
 FR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0222'6.0 MI E FROM SELIGMAN.
 FR0222'6.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0222'SANTA FE RAILWAY STATION AT SELIGMAN, 26 FEET NORTH OF THE CENTER OF
 FR0222'U. S. HIGHWAY 66, 48 FEET SOUTH OF A FENCE, AND IS SET IN TOP OF THE
 FR0222'NORTH HEAD WALL OF A 2 FOOT CONCRETE BOX CULVERT, ABOUT 1 FOOT BELOW
 FR0222'THE LEVEL OF THE HIGHWAY.
 FR0222
 FR0222                          STATION RECOVERY (1982)
 FR0222
 FR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0277 ***********************************************************************
 FP0277  DESIGNATION -  5552.46
 FP0277  PID         -  FP0277
 FP0277  STATE/COUNTY-  AZ/APACHE
 FP0277  USGS QUAD   -  PINTA (1972)
 FP0277
 FP0277                         *CURRENT SURVEY CONTROL
 FP0277  ___________________________________________________________________
 FP0277* NAD 83(1986)-  35 04 39.     (N)    109 43 53.     (W)     SCALED    
 FP0277* NAVD 88     -      1693.297  (meters)    5555.43   (feet)  ADJUSTED  
 FP0277  ___________________________________________________________________
 FP0277  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FP0277  DYNAMIC HT  -        1690.937 (meters)    5547.68  (feet)  COMP
 FP0277  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 FP0277
 FP0277  VERT ORDER  -  SECOND    CLASS 0
 FP0277
 FP0277.The horizontal coordinates were scaled from a topographic map and have
 FP0277.an estimated accuracy of +/- 6 seconds.
 FP0277
 FP0277.The orthometric height was determined by differential leveling
 FP0277.and adjusted by the National Geodetic Survey in June 1991..
 FP0277
 FP0277.The geoid height was determined by GEOID03.
 FP0277
 FP0277.The dynamic height is computed by dividing the NAVD 88
 FP0277.geopotential number by the normal gravity value computed on the
 FP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0277.degrees latitude (g = 980.6199 gals.).
 FP0277
 FP0277.The modeled gravity was interpolated from observed gravity values.
 FP0277
 FP0277;                    North         East    Units  Estimated Accuracy
 FP0277;SPC AZ E     -   452,260.      253,050.      MT  (+/- 180 meters Scaled)
 FP0277
 FP0277                          SUPERSEDED SURVEY CONTROL
 FP0277
 FP0277  NGVD 29 (??/??/92) 1692.386  (m)         5552.44   (f) ADJ UNCH    2 0
 FP0277
 FP0277.Superseded values are not recommended for survey control.
 FP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0277.See file dsdata.txt to determine how the superseded data were derived.
 FP0277
 FP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD156823(NAD 83)
 FP0277_MARKER: DD = SURVEY DISK
 FP0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0277_SP_SET: BRIDGE
 FP0277_STAMPING: 5552.46 393X00
 FP0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0277
 FP0277  HISTORY     - Date     Condition        Report By
 FP0277  HISTORY     - UNK      MONUMENTED       AZHD
 FP0277  HISTORY     - 1972     GOOD             USGS
 FP0277  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0277
 FP0277                          STATION DESCRIPTION
 FP0277
 FP0277'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0277'3.3 MI E FROM PETRIFIED FOREST.
 FP0277'FROM PETRIFIED FOREST N.P. INTERCHANGE GO E. ALONG I-40 HIGHWAY 3.3
 FP0277'MI., BM IS 27 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC, CEMENTED IN
 FP0277'CENTER OF 5 FT. CONCRETE BRIDGE HEADWALL THAT IS USED AS A STOCK
 FP0277'UNDERPASS.
 FP0277
 FP0277                          STATION RECOVERY (1983)
 FP0277
 FP0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0277'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0501 ***********************************************************************
 FS0501  DESIGNATION -  556+05
 FS0501  PID         -  FS0501
 FS0501  STATE/COUNTY-  AZ/MOHAVE
 FS0501  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0501
 FS0501                         *CURRENT SURVEY CONTROL
 FS0501  ___________________________________________________________________
 FS0501* NAD 83(1986)-  35 29 57.     (N)    114 19 52.     (W)     SCALED    
 FS0501* NAVD 88     -       946.063  (meters)    3103.88   (feet)  POSTED    
 FS0501  ___________________________________________________________________
 FS0501  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0501  DYNAMIC HT  -         944.970 (meters)    3100.29  (feet)  COMP
 FS0501  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 FS0501
 FS0501  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0501
 FS0501.The horizontal coordinates were scaled from a topographic map and have
 FS0501.an estimated accuracy of +/- 6 seconds.
 FS0501
 FS0501.The orthometric height was determined by differential leveling
 FS0501.and adjusted by the National Geodetic Survey in 1992..
 FS0501.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0501.rate of 2.1 thru 3.0 mm/km.
 FS0501
 FS0501.The geoid height was determined by GEOID03.
 FS0501
 FS0501.The dynamic height is computed by dividing the NAVD 88
 FS0501.geopotential number by the normal gravity value computed on the
 FS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0501.degrees latitude (g = 980.6199 gals.).
 FS0501
 FS0501.The modeled gravity was interpolated from observed gravity values.
 FS0501
 FS0501;                    North         East    Units  Estimated Accuracy
 FS0501;SPC AZ W     -   499,120.      160,640.      MT  (+/- 180 meters Scaled)
 FS0501
 FS0501                          SUPERSEDED SURVEY CONTROL
 FS0501
 FS0501  NGVD 29 (??/??/92)  945.272  (m)         3101.28   (f) ADJ UNCH    1 1
 FS0501
 FS0501.Superseded values are not recommended for survey control.
 FS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0501.See file dsdata.txt to determine how the superseded data were derived.
 FS0501
 FS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0501_MARKER: DD = SURVEY DISK
 FS0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0501_SP_SET: CULVERT
 FS0501_STAMPING: 556+05 3101-90 1935
 FS0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0501
 FS0501  HISTORY     - Date     Condition        Report By
 FS0501  HISTORY     - 1935     MONUMENTED       AZHD
 FS0501  HISTORY     - 1949     GOOD             NGS
 FS0501
 FS0501                          STATION DESCRIPTION
 FS0501
 FS0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0501'8.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0501'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0501'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0501'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0501'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER
 FS0501'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0035 ***********************************************************************
 GQ0035  DESIGNATION -  5561.90
 GQ0035  PID         -  GQ0035
 GQ0035  STATE/COUNTY-  AZ/COCONINO
 GQ0035  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0035
 GQ0035                         *CURRENT SURVEY CONTROL
 GQ0035  ___________________________________________________________________
 GQ0035* NAD 83(1986)-  36 50 45.     (N)    112 16 56.     (W)     SCALED    
 GQ0035* NAVD 88     -      1820.435  (meters)    5972.54   (feet)  POSTED    
 GQ0035  ___________________________________________________________________
 GQ0035  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 GQ0035  DYNAMIC HT  -        1818.210 (meters)    5965.24  (feet)  COMP
 GQ0035  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 GQ0035
 GQ0035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0035
 GQ0035.The horizontal coordinates were scaled from a topographic map and have
 GQ0035.an estimated accuracy of +/- 6 seconds.
 GQ0035
 GQ0035.The orthometric height was determined by differential leveling
 GQ0035.and adjusted by the National Geodetic Survey in 1992..
 GQ0035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0035.rate of 0.0 thru 1.0 mm/km.
 GQ0035
 GQ0035.The geoid height was determined by GEOID03.
 GQ0035
 GQ0035.The dynamic height is computed by dividing the NAVD 88
 GQ0035.geopotential number by the normal gravity value computed on the
 GQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0035.degrees latitude (g = 980.6199 gals.).
 GQ0035
 GQ0035.The modeled gravity was interpolated from observed gravity values.
 GQ0035
 GQ0035;                    North         East    Units  Estimated Accuracy
 GQ0035;SPC AZ C     -   648,430.      180,760.      MT  (+/- 180 meters Scaled)
 GQ0035
 GQ0035                          SUPERSEDED SURVEY CONTROL
 GQ0035
 GQ0035  NGVD 29 (??/??/92) 1819.376  (m)         5969.07   (f) ADJ UNCH    1 2
 GQ0035
 GQ0035.Superseded values are not recommended for survey control.
 GQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0035.See file dsdata.txt to determine how the superseded data were derived.
 GQ0035
 GQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF856785(NAD 83)
 GQ0035_MARKER: P = PIPE CAP
 GQ0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0035_STAMPING: 5561.90 358
 GQ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0035
 GQ0035  HISTORY     - Date     Condition        Report By
 GQ0035  HISTORY     - UNK      MONUMENTED       BPR
 GQ0035  HISTORY     - 1934     GOOD             NGS
 GQ0035
 GQ0035                          STATION DESCRIPTION
 GQ0035
 GQ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0035'16.3 MI SE FROM FREDONIA.
 GQ0035'16.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0035'COUNTY, 0.3 MILE EAST OF THE JUNCTION OF THE ROAD LEADING SOUTH TO
 GQ0035'RYAN, 0.2 MILE WEST OF A BOUNDARY MARKER OF THE KAIBAB NATIONAL
 GQ0035'FOREST, AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 GQ0035'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 5561.90 358 AND
 GQ0035'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0121 ***********************************************************************
 ET0121  DESIGNATION -  5565
 ET0121  PID         -  ET0121
 ET0121  STATE/COUNTY-  AZ/YAVAPAI
 ET0121  USGS QUAD   -  PRESCOTT (1973)
 ET0121
 ET0121                         *CURRENT SURVEY CONTROL
 ET0121  ___________________________________________________________________
 ET0121* NAD 83(1986)-  34 32 52.     (N)    112 24 04.     (W)     SCALED    
 ET0121* NAVD 88     -      1699.62   (+/-2cm)    5576.2    (feet)  VERTCON   
 ET0121  ___________________________________________________________________
 ET0121  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0121
 ET0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0121
 ET0121.The horizontal coordinates were scaled from a topographic map and have
 ET0121.an estimated accuracy of +/- 6 seconds.
 ET0121
 ET0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0121.The vertical order pertains to the NGVD 29 superseded value.
 ET0121
 ET0121.The geoid height was determined by GEOID03.
 ET0121
 ET0121;                    North         East    Units  Estimated Accuracy
 ET0121;SPC AZ C     -   393,520.      168,900.      MT  (+/- 180 meters Scaled)
 ET0121
 ET0121                          SUPERSEDED SURVEY CONTROL
 ET0121
 ET0121  NGVD 29 (??/??/92) 1698.713  (m)         5573.19   (f) ADJ UNCH    2 0
 ET0121
 ET0121.Superseded values are not recommended for survey control.
 ET0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0121.See file dsdata.txt to determine how the superseded data were derived.
 ET0121
 ET0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD714237(NAD 83)
 ET0121_MARKER: P = PIPE CAP
 ET0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0121_STAMPING: 5565 PRSCT
 ET0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0121
 ET0121  HISTORY     - Date     Condition        Report By
 ET0121  HISTORY     - UNK      MONUMENTED       USGS
 ET0121  HISTORY     - 1973     GOOD             USGS
 ET0121  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0121
 ET0121                          STATION DESCRIPTION
 ET0121
 ET0121'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0121'4.5 MI E FROM PRESCOTT.
 ET0121'ABOUT 1.2 MI. EAST ALONG U.S. HWY 89 FROM THE YAVAPAI COUNTY COURT
 ET0121'HOUSE IN PRESCOTT, TO THE JUNCTION WITH ARIZONA STATE HWY. 69. THENCE
 ET0121'ABOUT 3.3 MILES SOUTHEASTERLY ALONG STATE HWY 69 TO A PAVED ROAD
 ET0121'LEADING SOUTH, AND SIGN, WALKER ROAD.  ABOUT 450 FT WSW OF THE
 ET0121'INTERSECTION OF STATE HWY 69 AND WALKER ROAD, AND ABOUT 200 FT. SOUTH
 ET0121'OF STATE HWY 69.  A STANDARD USGS BRASS CAP RIVITED TO THE TOP OF A 3
 ET0121'1/2 IRON PIPE AND STAMPED, 5565 PRSCT. PIPE PROJECTS ABOUT 1.2 FT.
 ET0121
 ET0121                          STATION RECOVERY (1997)
 ET0121
 ET0121'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0237 ***********************************************************************
 GQ0237  DESIGNATION -  5591
 GQ0237  PID         -  GQ0237
 GQ0237  STATE/COUNTY-  AZ/MOHAVE
 GQ0237  USGS QUAD   -  HAVASU FALLS (1988)
 GQ0237
 GQ0237                         *CURRENT SURVEY CONTROL
 GQ0237  ___________________________________________________________________
 GQ0237* NAD 83(1992)-  36 20 40.22969(N)    112 44 55.82138(W)     ADJUSTED  
 GQ0237* NAVD 88     -      1704.6    (meters)    5593.     (feet)  VERTCON   
 GQ0237  ___________________________________________________________________
 GQ0237  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 GQ0237  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 GQ0237
 GQ0237  HORZ ORDER  -  THIRD
 GQ0237
 GQ0237.The horizontal coordinates were established by classical geodetic methods
 GQ0237.and adjusted by the National Geodetic Survey in August 1993..
 GQ0237
 GQ0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0237
 GQ0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0237
 GQ0237.The geoid height was determined by GEOID03.
 GQ0237
 GQ0237;                    North         East     Units Scale Factor Converg.
 GQ0237;SPC AZ W     -   593,221.569   303,229.481   MT  1.00003281   +0 35 36.1
 GQ0237;SPC AZ W     - 1,946,264.99    994,847.38   iFT  1.00003281   +0 35 36.1
 GQ0237;UTM  12      - 4,023,580.242   343,062.352   MT  0.99990346   -1 02 11.9
 GQ0237
 GQ0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0237!SPC AZ W     -   0.99973624  x   1.00003281  =   0.99976904
 GQ0237!UTM  12      -   0.99973624  x   0.99990346  =   0.99963972
 GQ0237
 GQ0237:                Primary Azimuth Mark                     Grid Az
 GQ0237:SPC AZ W     -  MESA POINT                               295 20 52.3
 GQ0237:UTM  12      -  MESA POINT                               296 58 40.3
 GQ0237
 GQ0237|---------------------------------------------------------------------|
 GQ0237| PID    Reference Object                     Distance      Geod. Az  |
 GQ0237|                                                           dddmmss.s |
 GQ0237| GQ0259 MESA POINT                          APPROX. 5.7 KM 2955628.4 |
 GQ0237|---------------------------------------------------------------------|
 GQ0237
 GQ0237                          SUPERSEDED SURVEY CONTROL
 GQ0237
 GQ0237  NAD 83(1986)-  36 20 40.22298(N)    112 44 55.81811(W) AD(       ) 3
 GQ0237  NGVD 29 (05/08/89) 1703.8    (m)         5590.     (f) VERT ANG       
 GQ0237
 GQ0237.Superseded values are not recommended for survey control.
 GQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0237.See file dsdata.txt to determine how the superseded data were derived.
 GQ0237
 GQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4306223580(NAD 83)
 GQ0237_MARKER: DD = SURVEY DISK
 GQ0237_SETTING: 80 = SET IN A BOULDER
 GQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0237+STABILITY: SURFACE MOTION
 GQ0237
 GQ0237  HISTORY     - Date     Condition        Report By
 GQ0237  HISTORY     - 1956     MONUMENTED       USGS
 GQ0237
 GQ0237                          STATION DESCRIPTION
 GQ0237
 GQ0237'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0237'LOCATED ABOUT 6.7 MI SW. OF KANAB POINT, 1.2 MI N. OF COLORADO
 GQ0237'RIVER.  ON HIGHEST TOP OF BOYSAG POINT.
 GQ0237'
 GQ0237'TO REACH NOT GIVEN.
 GQ0237'
 GQ0237'STATION MARK--STANDARD TABLET STAMPED---5591 10 4 1923---, CEMENTED
 GQ0237'IN LIMESTONE SET FLUSH WITH GROUND.
 GQ0237'
 GQ0237'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0270 ***********************************************************************
 FP0270  DESIGNATION -  5596.73
 FP0270  PID         -  FP0270
 FP0270  STATE/COUNTY-  AZ/APACHE
 FP0270  USGS QUAD   -  KACHINA POINT (1972)
 FP0270
 FP0270                         *CURRENT SURVEY CONTROL
 FP0270  ___________________________________________________________________
 FP0270* NAD 83(1986)-  35 03 18.     (N)    109 47 26.     (W)     SCALED    
 FP0270* NAVD 88     -      1737.261  (meters)    5699.66   (feet)  ADJUSTED  
 FP0270  ___________________________________________________________________
 FP0270  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FP0270  DYNAMIC HT  -        1734.834 (meters)    5691.70  (feet)  COMP
 FP0270  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 FP0270
 FP0270  VERT ORDER  -  SECOND    CLASS 0
 FP0270
 FP0270.The horizontal coordinates were scaled from a topographic map and have
 FP0270.an estimated accuracy of +/- 6 seconds.
 FP0270
 FP0270.The orthometric height was determined by differential leveling
 FP0270.and adjusted by the National Geodetic Survey in June 1991..
 FP0270
 FP0270.The geoid height was determined by GEOID03.
 FP0270
 FP0270.The dynamic height is computed by dividing the NAVD 88
 FP0270.geopotential number by the normal gravity value computed on the
 FP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0270.degrees latitude (g = 980.6199 gals.).
 FP0270
 FP0270.The modeled gravity was interpolated from observed gravity values.
 FP0270
 FP0270;                    North         East    Units  Estimated Accuracy
 FP0270;SPC AZ E     -   449,740.      247,670.      MT  (+/- 180 meters Scaled)
 FP0270
 FP0270                          SUPERSEDED SURVEY CONTROL
 FP0270
 FP0270  NGVD 29 (??/??/92) 1736.351  (m)         5696.68   (f) ADJ UNCH    2 0
 FP0270
 FP0270.Superseded values are not recommended for survey control.
 FP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0270.See file dsdata.txt to determine how the superseded data were derived.
 FP0270
 FP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD102798(NAD 83)
 FP0270_MARKER: DD = SURVEY DISK
 FP0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0270_SP_SET: BRIDGE
 FP0270_STAMPING: 5596.73 197X00
 FP0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0270
 FP0270  HISTORY     - Date     Condition        Report By
 FP0270  HISTORY     - UNK      MONUMENTED       AZHD
 FP0270  HISTORY     - 1972     GOOD             USGS
 FP0270  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0270
 FP0270                          STATION DESCRIPTION
 FP0270
 FP0270'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0270'25.5 MI E FROM HOLBROOK.
 FP0270'FROM PETRIFIED FOREST N.P. INTERCHANGE BM IS 0.6 MI. W. ALONG HIGHWAY,
 FP0270'24 FT N. OF CENTER LINE OF W. BOUND TRAFFIC AND CENTER OF 14 FT.
 FP0270'CONCRETE BRIDGE HEADWALL LEVEL WITH HIGHWAY OPPOSITE.  A STANDARD AHD
 FP0270'DISK STAMPED 5596.73 197X00 NOTE-- INCORRECT ELEVATION STAMPING OF 100
 FP0270'FT.
 FP0270
 FP0270                          STATION RECOVERY (1983)
 FP0270
 FP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0270'THE BRIDGE WAS REPLACED IN 1974 AND THE MARK SHOULD BE CONSIDERED
 FP0270'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1558 ***********************************************************************
 DV1558  DESIGNATION -  56 A
 DV1558  PID         -  DV1558
 DV1558  STATE/COUNTY-  AZ/MARICOPA
 DV1558  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1558
 DV1558                         *CURRENT SURVEY CONTROL
 DV1558  ___________________________________________________________________
 DV1558* NAD 83(1986)-  33 31 01.     (N)    113 03 05.     (W)     SCALED    
 DV1558* NAVD 88     -       395.48   (+/-2cm)    1297.5    (feet)  VERTCON   
 DV1558  ___________________________________________________________________
 DV1558  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1558
 DV1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1558
 DV1558.The horizontal coordinates were scaled from a topographic map and have
 DV1558.an estimated accuracy of +/- 6 seconds.
 DV1558
 DV1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1558.The vertical order pertains to the NGVD 29 superseded value.
 DV1558
 DV1558.The geoid height was determined by GEOID03.
 DV1558
 DV1558;                    North         East    Units  Estimated Accuracy
 DV1558;SPC AZ C     -   279,660.      107,950.      MT  (+/- 180 meters Scaled)
 DV1558
 DV1558                          SUPERSEDED SURVEY CONTROL
 DV1558
 DV1558  NGVD 29 (??/??/92)  394.835  (m)         1295.39   (f) ADJ UNCH    2 0
 DV1558
 DV1558.Superseded values are not recommended for survey control.
 DV1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1558.See file dsdata.txt to determine how the superseded data were derived.
 DV1558
 DV1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC094104(NAD 83)
 DV1558_MARKER: DD = SURVEY DISK
 DV1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1558_STAMPING: 56 A 1962
 DV1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1558+STABILITY: SURFACE MOTION
 DV1558
 DV1558  HISTORY     - Date     Condition        Report By
 DV1558  HISTORY     - 1962     MONUMENTED       AZHD
 DV1558
 DV1558                          STATION DESCRIPTION
 DV1558
 DV1558'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1558'7.20 MI NW FROM TOROPAH.
 DV1558'0.35 MILE EAST-SOUTHEAST OF F 415 56, AN ARIZONA HIGHWAY DEPARTMENT
 DV1558'DISK STAMPED 56 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1558'GROUND, AND IN THE CENTER OF THE MEDINA STRIP OF PROPOSED INTERSTATE
 DV1558'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1006 ***********************************************************************
 FR1006  DESIGNATION -  56 EMH
 FR1006  PID         -  FR1006
 FR1006  STATE/COUNTY-  AZ/COCONINO
 FR1006  USGS QUAD   -  HORSE TRAP MESA (1973)
 FR1006
 FR1006                         *CURRENT SURVEY CONTROL
 FR1006  ___________________________________________________________________
 FR1006* NAD 83(1986)-  35 21 49.     (N)    112 37 05.     (W)     SCALED    
 FR1006* NAVD 88     -      1706.982  (meters)    5600.32   (feet)  POSTED    
 FR1006  ___________________________________________________________________
 FR1006  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 FR1006  DYNAMIC HT  -        1704.710 (meters)    5592.87  (feet)  COMP
 FR1006  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FR1006
 FR1006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1006
 FR1006.The horizontal coordinates were scaled from a topographic map and have
 FR1006.an estimated accuracy of +/- 6 seconds.
 FR1006
 FR1006.The orthometric height was determined by differential leveling
 FR1006.and adjusted by the National Geodetic Survey in 1992..
 FR1006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1006.rate of 0.0 thru 1.0 mm/km.
 FR1006
 FR1006.The geoid height was determined by GEOID03.
 FR1006
 FR1006.The dynamic height is computed by dividing the NAVD 88
 FR1006.geopotential number by the normal gravity value computed on the
 FR1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1006.degrees latitude (g = 980.6199 gals.).
 FR1006
 FR1006.The modeled gravity was interpolated from observed gravity values.
 FR1006
 FR1006;                    North         East    Units  Estimated Accuracy
 FR1006;SPC AZ C     -   484,140.      149,620.      MT  (+/- 180 meters Scaled)
 FR1006
 FR1006                          SUPERSEDED SURVEY CONTROL
 FR1006
 FR1006  NGVD 29 (??/??/92) 1706.07   (m)         5597.3    (f) COMPUTED    2 2
 FR1006
 FR1006.Superseded values are not recommended for survey control.
 FR1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1006.See file dsdata.txt to determine how the superseded data were derived.
 FR1006
 FR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE529145(NAD 83)
 FR1006_MARKER: DB = BENCH MARK DISK
 FR1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1006_SP_SET: COPPER-CLAD STEEL ROD
 FR1006_STAMPING: 56 EMH 1973 5597
 FR1006_MARK LOGO: USGS  
 FR1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1006
 FR1006  HISTORY     - Date     Condition        Report By
 FR1006  HISTORY     - 1973     MONUMENTED       USGS
 FR1006
 FR1006                          STATION DESCRIPTION
 FR1006
 FR1006'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1006'31.2 KM (19.40 MI) NE FROM SELIGMAN.
 FR1006'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1006'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1006'THENCE 7.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1006'THE AT+SF RAILROAD, 27 FEET SOUTH AND 28 FEET WEST OF THE ROAD AT A
 FR1006'DRAIN CROSSING, 3 FEET SOUTH OF A FENCE.  ROD DEPTH UNKNOWN.
 FR1006'THE MARK IS 1 FT BELOW RAOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0648 ***********************************************************************
 FP0648  DESIGNATION -  56 HLS
 FP0648  PID         -  FP0648
 FP0648  STATE/COUNTY-  AZ/APACHE
 FP0648  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0648
 FP0648                         *CURRENT SURVEY CONTROL
 FP0648  ___________________________________________________________________
 FP0648* NAD 83(1986)-  35 25 41.     (N)    109 30 59.     (W)     SCALED    
 FP0648* NAVD 88     -      1937.557  (meters)    6356.80   (feet)  ADJUSTED  
 FP0648  ___________________________________________________________________
 FP0648  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 FP0648  DYNAMIC HT  -        1934.857 (meters)    6347.94  (feet)  COMP
 FP0648  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 FP0648
 FP0648  VERT ORDER  -  SECOND    CLASS II
 FP0648
 FP0648.The horizontal coordinates were scaled from a topographic map and have
 FP0648.an estimated accuracy of +/- 6 seconds.
 FP0648
 FP0648.The orthometric height was determined by differential leveling
 FP0648.and adjusted by the National Geodetic Survey in June 1991..
 FP0648
 FP0648.The geoid height was determined by GEOID03.
 FP0648
 FP0648.The dynamic height is computed by dividing the NAVD 88
 FP0648.geopotential number by the normal gravity value computed on the
 FP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0648.degrees latitude (g = 980.6199 gals.).
 FP0648
 FP0648.The modeled gravity was interpolated from observed gravity values.
 FP0648
 FP0648;                    North         East    Units  Estimated Accuracy
 FP0648;SPC AZ E     -   491,250.      272,410.      MT  (+/- 180 meters Scaled)
 FP0648
 FP0648                          SUPERSEDED SURVEY CONTROL
 FP0648
 FP0648.No superseded survey control is available for this station.
 FP0648
 FP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE346215(NAD 83)
 FP0648_MARKER: DB = BENCH MARK DISK
 FP0648_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FP0648_SP_SET: FOUNDATION
 FP0648_STAMPING: 56 HLS 1970 6353
 FP0648_MARK LOGO: USGS  
 FP0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0648+STABILITY: SURFACE MOTION
 FP0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0648+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0648
 FP0648  HISTORY     - Date     Condition        Report By
 FP0648  HISTORY     - 1970     MONUMENTED       USGS
 FP0648
 FP0648                          STATION DESCRIPTION
 FP0648
 FP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0648'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0648'OFFICE AT GANADO, ARIZONA), PROCEED 5.3 MILES SOUTH ALONG STATE
 FP0648'HIGHWAY 63 TO THE JUNCTION OF A ROAD HEADING SOUTHEAST TO WILDE
 FP0648'RUINS, 99 FEET EAST OF THE HIGHWAY, 19 FEET NORTH OF THE ROAD
 FP0648'SOUTHEAST, IN THE TOP OF THE WEST END OF THE CONCRETE FOUNDATION OF A
 FP0648'CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0288 ***********************************************************************
 FP0288  DESIGNATION -  5605.49
 FP0288  PID         -  FP0288
 FP0288  STATE/COUNTY-  AZ/APACHE
 FP0288  USGS QUAD   -  PINTA (1972)
 FP0288
 FP0288                         *CURRENT SURVEY CONTROL
 FP0288  ___________________________________________________________________
 FP0288* NAD 83(1986)-  35 06 05.     (N)    109 37 42.     (W)     SCALED    
 FP0288* NAVD 88     -      1709.584  (meters)    5608.86   (feet)  ADJUSTED  
 FP0288  ___________________________________________________________________
 FP0288  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FP0288  DYNAMIC HT  -        1707.201 (meters)    5601.04  (feet)  COMP
 FP0288  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0288
 FP0288  VERT ORDER  -  SECOND    CLASS 0
 FP0288
 FP0288.The horizontal coordinates were scaled from a topographic map and have
 FP0288.an estimated accuracy of +/- 6 seconds.
 FP0288
 FP0288.The orthometric height was determined by differential leveling
 FP0288.and adjusted by the National Geodetic Survey in June 1991..
 FP0288
 FP0288.The geoid height was determined by GEOID03.
 FP0288
 FP0288.The dynamic height is computed by dividing the NAVD 88
 FP0288.geopotential number by the normal gravity value computed on the
 FP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0288.degrees latitude (g = 980.6199 gals.).
 FP0288
 FP0288.The modeled gravity was interpolated from observed gravity values.
 FP0288
 FP0288;                    North         East    Units  Estimated Accuracy
 FP0288;SPC AZ E     -   454,950.      262,440.      MT  (+/- 180 meters Scaled)
 FP0288
 FP0288                          SUPERSEDED SURVEY CONTROL
 FP0288
 FP0288  NGVD 29 (??/??/92) 1708.670  (m)         5605.86   (f) ADJ UNCH    2 0
 FP0288
 FP0288.Superseded values are not recommended for survey control.
 FP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0288.See file dsdata.txt to determine how the superseded data were derived.
 FP0288
 FP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD250851(NAD 83)
 FP0288_MARKER: DB = BENCH MARK DISK
 FP0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0288_SP_SET: BRIDGE
 FP0288_STAMPING: 5605.49 715X00
 FP0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0288
 FP0288  HISTORY     - Date     Condition        Report By
 FP0288  HISTORY     - UNK      MONUMENTED       AZHD
 FP0288  HISTORY     - 1972     GOOD             USGS
 FP0288  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0288
 FP0288                          STATION DESCRIPTION
 FP0288
 FP0288'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0288'5.2 MI W FROM NAVAJO.
 FP0288'FROM THE HIGHWAY INTERCHANGE AT NAVAJO CONTINUE W. ALONG I-40 HIGHWAY
 FP0288'5.2 MI., BM IS 24 FT. N. OF THE CENTER LINE OF THE W. BOUND TRAFFIC IN
 FP0288'CENTER OF N. HEADWALL OF A 7 FT. CONCRETE BRIDGE.
 FP0288
 FP0288                          STATION RECOVERY (1983)
 FP0288
 FP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0288'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0363 ***********************************************************************
 FS0363  DESIGNATION -  561+80
 FS0363  PID         -  FS0363
 FS0363  STATE/COUNTY-  AZ/MOHAVE
 FS0363  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0363
 FS0363                         *CURRENT SURVEY CONTROL
 FS0363  ___________________________________________________________________
 FS0363* NAD 83(1986)-  35 29 57.     (N)    114 19 55.     (W)     SCALED    
 FS0363* NAVD 88     -       944.483  (meters)    3098.69   (feet)  POSTED    
 FS0363  ___________________________________________________________________
 FS0363  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0363  DYNAMIC HT  -         943.390 (meters)    3095.11  (feet)  COMP
 FS0363  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 FS0363
 FS0363  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0363
 FS0363.The horizontal coordinates were scaled from a topographic map and have
 FS0363.an estimated accuracy of +/- 6 seconds.
 FS0363
 FS0363.The orthometric height was determined by differential leveling
 FS0363.and adjusted by the National Geodetic Survey in 1992..
 FS0363.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0363.rate of 3.1 thru 4.0 mm/km.
 FS0363
 FS0363.The geoid height was determined by GEOID03.
 FS0363
 FS0363.The dynamic height is computed by dividing the NAVD 88
 FS0363.geopotential number by the normal gravity value computed on the
 FS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0363.degrees latitude (g = 980.6199 gals.).
 FS0363
 FS0363.The modeled gravity was interpolated from observed gravity values.
 FS0363
 FS0363;                    North         East    Units  Estimated Accuracy
 FS0363;SPC AZ W     -   499,120.      160,560.      MT  (+/- 180 meters Scaled)
 FS0363
 FS0363                          SUPERSEDED SURVEY CONTROL
 FS0363
 FS0363  NGVD 29 (??/??/92)  943.69   (m)         3096.1    (f) COMPUTED    1 1
 FS0363
 FS0363.Superseded values are not recommended for survey control.
 FS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0363.See file dsdata.txt to determine how the superseded data were derived.
 FS0363
 FS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0363_MARKER: DD = SURVEY DISK
 FS0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0363_SP_SET: CULVERT
 FS0363_STAMPING: 561+80 3096-73 1935
 FS0363_MARK LOGO: AZHD  
 FS0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0363
 FS0363  HISTORY     - Date     Condition        Report By
 FS0363  HISTORY     - 1935     MONUMENTED       AZHD
 FS0363  HISTORY     - 1949     GOOD             NGS
 FS0363  HISTORY     - 1982     GOOD             NGS
 FS0363
 FS0363                          STATION DESCRIPTION
 FS0363
 FS0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0363'8.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0363'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0363'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY
 FS0363'6- FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0363'CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE
 FS0363'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0363'HIGHWAY.
 FS0363
 FS0363                          STATION RECOVERY (1982)
 FS0363
 FS0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0363'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0276 ***********************************************************************
 FP0276  DESIGNATION -  5621.25
 FP0276  PID         -  FP0276
 FP0276  STATE/COUNTY-  AZ/APACHE
 FP0276  USGS QUAD   -  PINTA (1972)
 FP0276
 FP0276                         *CURRENT SURVEY CONTROL
 FP0276  ___________________________________________________________________
 FP0276* NAD 83(1986)-  35 04 19.     (N)    109 44 57.     (W)     SCALED    
 FP0276* NAVD 88     -      1715.465  (meters)    5628.15   (feet)  ADJUSTED  
 FP0276  ___________________________________________________________________
 FP0276  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FP0276  DYNAMIC HT  -        1713.068 (meters)    5620.29  (feet)  COMP
 FP0276  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 FP0276
 FP0276  VERT ORDER  -  SECOND    CLASS 0
 FP0276
 FP0276.The horizontal coordinates were scaled from a topographic map and have
 FP0276.an estimated accuracy of +/- 6 seconds.
 FP0276
 FP0276.The orthometric height was determined by differential leveling
 FP0276.and adjusted by the National Geodetic Survey in June 1991..
 FP0276
 FP0276.The geoid height was determined by GEOID03.
 FP0276
 FP0276.The dynamic height is computed by dividing the NAVD 88
 FP0276.geopotential number by the normal gravity value computed on the
 FP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0276.degrees latitude (g = 980.6199 gals.).
 FP0276
 FP0276.The modeled gravity was interpolated from observed gravity values.
 FP0276
 FP0276;                    North         East    Units  Estimated Accuracy
 FP0276;SPC AZ E     -   451,640.      251,440.      MT  (+/- 180 meters Scaled)
 FP0276
 FP0276                          SUPERSEDED SURVEY CONTROL
 FP0276
 FP0276  NGVD 29 (??/??/92) 1714.552  (m)         5625.16   (f) ADJ UNCH    2 0
 FP0276
 FP0276.Superseded values are not recommended for survey control.
 FP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0276.See file dsdata.txt to determine how the superseded data were derived.
 FP0276
 FP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD140817(NAD 83)
 FP0276_MARKER: DD = SURVEY DISK
 FP0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0276_SP_SET: BRIDGE
 FP0276_STAMPING: 5621.25 335X75
 FP0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0276
 FP0276  HISTORY     - Date     Condition        Report By
 FP0276  HISTORY     - UNK      MONUMENTED       AZHD
 FP0276  HISTORY     - 1959     GOOD             NGS
 FP0276  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0276
 FP0276                          STATION DESCRIPTION
 FP0276
 FP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0276'28.3 MI E FROM HOLBROOK.
 FP0276'28.3 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0276'AT HOLBROOK, 0.3 MILE EAST OF MILEPOST 335, 20 FEET NORTH OF THE
 FP0276'CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0276'NORTH HEADWALL OF A 14-FOOT CONCRETE BRIDGE THAT IS AN UNDERPASS FOR
 FP0276'STOCK, ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 FP0276
 FP0276                          STATION RECOVERY (1983)
 FP0276
 FP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0276'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0803 ***********************************************************************
 CZ0803  DESIGNATION -  562+40
 CZ0803  PID         -  CZ0803
 CZ0803  STATE/COUNTY-  AZ/PIMA
 CZ0803  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0803
 CZ0803                         *CURRENT SURVEY CONTROL
 CZ0803  ___________________________________________________________________
 CZ0803* NAD 83(1986)-  32 06 32.     (N)    111 13 55.     (W)     SCALED    
 CZ0803* NAVD 88     -       753.21   (+/-2cm)    2471.2    (feet)  VERTCON   
 CZ0803  ___________________________________________________________________
 CZ0803  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0803
 CZ0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0803
 CZ0803.The horizontal coordinates were scaled from a topographic map and have
 CZ0803.an estimated accuracy of +/- 6 seconds.
 CZ0803
 CZ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0803.The vertical order pertains to the NGVD 29 superseded value.
 CZ0803
 CZ0803.The geoid height was determined by GEOID03.
 CZ0803
 CZ0803;                    North         East    Units  Estimated Accuracy
 CZ0803;SPC AZ C     -   123,150.      277,980.      MT  (+/- 180 meters Scaled)
 CZ0803
 CZ0803                          SUPERSEDED SURVEY CONTROL
 CZ0803
 CZ0803  NGVD 29 (??/??/92)  752.524  (m)         2468.91   (f) ADJ UNCH    2 0
 CZ0803
 CZ0803.Superseded values are not recommended for survey control.
 CZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0803.See file dsdata.txt to determine how the superseded data were derived.
 CZ0803
 CZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA781525(NAD 83)
 CZ0803_MARKER: DD = SURVEY DISK
 CZ0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0803_SP_SET: CULVERT
 CZ0803_STAMPING: 562+40 2469.76
 CZ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0803
 CZ0803  HISTORY     - Date     Condition        Report By
 CZ0803  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0803  HISTORY     - 1951     GOOD             NGS
 CZ0803
 CZ0803                          STATION DESCRIPTION
 CZ0803
 CZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0803'16.8 MI SW FROM TUCSON.
 CZ0803'16.8 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL OF TUCSON, ALONG
 CZ0803'STATE HIGHWAY 86, 1 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0803'HIGHWAY, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0803'HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 11 YARDS SOUTH OF A
 CZ0803'TELEPHONE LINE, 14 FEET NORTH WEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0803'AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0691 ***********************************************************************
 ET0691  DESIGNATION -  562.6
 ET0691  PID         -  ET0691
 ET0691  STATE/COUNTY-  AZ/LA PAZ
 ET0691  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0691
 ET0691                         *CURRENT SURVEY CONTROL
 ET0691  ___________________________________________________________________
 ET0691* NAD 83(1986)-  34 15 23.     (N)    113 58 44.     (W)     SCALED    
 ET0691* NAVD 88     -       172.10   (+/-2cm)     564.6    (feet)  VERTCON   
 ET0691  ___________________________________________________________________
 ET0691  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ET0691
 ET0691  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0691
 ET0691.The horizontal coordinates were scaled from a topographic map and have
 ET0691.an estimated accuracy of +/- 6 seconds.
 ET0691
 ET0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0691.The vertical order pertains to the NGVD 29 superseded value.
 ET0691
 ET0691.The geoid height was determined by GEOID03.
 ET0691
 ET0691;                    North         East    Units  Estimated Accuracy
 ET0691;SPC AZ W     -   361,130.      192,280.      MT  (+/- 180 meters Scaled)
 ET0691
 ET0691                          SUPERSEDED SURVEY CONTROL
 ET0691
 ET0691  NGVD 29 (??/??/92)  171.495  (m)          562.65   (f) ADJ UNCH    1 2
 ET0691
 ET0691.Superseded values are not recommended for survey control.
 ET0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0691.See file dsdata.txt to determine how the superseded data were derived.
 ET0691
 ET0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC256946(NAD 83)
 ET0691_MARKER: DD = SURVEY DISK
 ET0691_SETTING: 66 = SET IN ROCK OUTCROP
 ET0691_SP_SET: ROCK LEDGE
 ET0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0691+STABILITY: POSITION/ELEVATION WELL
 ET0691
 ET0691  HISTORY     - Date     Condition        Report By
 ET0691  HISTORY     - UNK      MONUMENTED       USGS
 ET0691  HISTORY     - 1948     GOOD             NGS
 ET0691  HISTORY     - 1976     MARK NOT FOUND   NGS
 ET0691
 ET0691                          STATION DESCRIPTION
 ET0691
 ET0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0691'29.4 MI N FROM BOUSE.
 ET0691'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0691'BOUSE, THENCE 0.9 MILE WEST ALONG THE YUCCA-PARKER ROAD FROM THE
 ET0691'JUNCTION OF THE BOUSE-PLANET ROAD, ON THE SOUTH BANK OF WILLIAMS
 ET0691'RIVER, ABOUT 25 FEET WEST OF A U.S.G.S. GAGING STATION, AND ABOUT 2
 ET0691'FEET ABOVE GROUND.  SET IN THE TOP OF ROCK LEDGE.
 ET0691
 ET0691                          STATION RECOVERY (1976)
 ET0691
 ET0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ET0691'SEARCH WAS MADE FOR BENCH MARK BUT NOT RECOVERED BELIEVED TO BE UNDER
 ET0691'8 FT. OF ROCK AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0295 ***********************************************************************
 FP0295  DESIGNATION -  5639 05
 FP0295  PID         -  FP0295
 FP0295  STATE/COUNTY-  AZ/APACHE
 FP0295  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0295
 FP0295                         *CURRENT SURVEY CONTROL
 FP0295  ___________________________________________________________________
 FP0295* NAD 83(1986)-  35 07 03.     (N)    109 34 21.     (W)     SCALED    
 FP0295* NAVD 88     -      1719.722  (meters)    5642.12   (feet)  ADJUSTED  
 FP0295  ___________________________________________________________________
 FP0295  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FP0295  DYNAMIC HT  -        1717.322 (meters)    5634.25  (feet)  COMP
 FP0295  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 FP0295
 FP0295  VERT ORDER  -  SECOND    CLASS 0
 FP0295
 FP0295.The horizontal coordinates were scaled from a topographic map and have
 FP0295.an estimated accuracy of +/- 6 seconds.
 FP0295
 FP0295.The orthometric height was determined by differential leveling
 FP0295.and adjusted by the National Geodetic Survey in June 1991..
 FP0295
 FP0295.The geoid height was determined by GEOID03.
 FP0295
 FP0295.The dynamic height is computed by dividing the NAVD 88
 FP0295.geopotential number by the normal gravity value computed on the
 FP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0295.degrees latitude (g = 980.6199 gals.).
 FP0295
 FP0295.The modeled gravity was interpolated from observed gravity values.
 FP0295
 FP0295;                    North         East    Units  Estimated Accuracy
 FP0295;SPC AZ E     -   456,770.      267,520.      MT  (+/- 180 meters Scaled)
 FP0295
 FP0295                          SUPERSEDED SURVEY CONTROL
 FP0295
 FP0295  NGVD 29 (??/??/92) 1718.803  (m)         5639.11   (f) ADJ UNCH    2 0
 FP0295
 FP0295.Superseded values are not recommended for survey control.
 FP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0295.See file dsdata.txt to determine how the superseded data were derived.
 FP0295
 FP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD300870(NAD 83)
 FP0295_MARKER: DD = SURVEY DISK
 FP0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0295_SP_SET: CULVERT
 FP0295_STAMPING: 5639-05 893+00 1955
 FP0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0295
 FP0295  HISTORY     - Date     Condition        Report By
 FP0295  HISTORY     - 1955     MONUMENTED       AZHD
 FP0295  HISTORY     - 1959     GOOD             NGS
 FP0295  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0295
 FP0295                          STATION DESCRIPTION
 FP0295
 FP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0295'2.1 MI W FROM NAVAJO POST OFFICE.
 FP0295'2.1 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0295'0.2 MILE WEST OF MILEPOST 346, 28 FEET NORTH OF THE CENTER OF THE WEST
 FP0295'BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0295'7-FOOT CONCRETE CULVERT.
 FP0295
 FP0295                          STATION RECOVERY (1983)
 FP0295
 FP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0295'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0136 ***********************************************************************
 CZ0136  DESIGNATION -  56+40
 CZ0136  PID         -  CZ0136
 CZ0136  STATE/COUNTY-  AZ/PIMA
 CZ0136  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0136
 CZ0136                         *CURRENT SURVEY CONTROL
 CZ0136  ___________________________________________________________________
 CZ0136* NAD 83(1986)-  32 15 18.     (N)    110 58 39.     (W)     SCALED    
 CZ0136* NAVD 88     -       720.87   (+/-2cm)    2365.1    (feet)  VERTCON   
 CZ0136  ___________________________________________________________________
 CZ0136  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0136
 CZ0136  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0136
 CZ0136.The horizontal coordinates were scaled from a topographic map and have
 CZ0136.an estimated accuracy of +/- 6 seconds.
 CZ0136
 CZ0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0136.The vertical order pertains to the NGVD 29 superseded value.
 CZ0136
 CZ0136.The geoid height was determined by GEOID03.
 CZ0136
 CZ0136;                    North         East    Units  Estimated Accuracy
 CZ0136;SPC AZ C     -   139,530.      301,850.      MT  (+/- 180 meters Scaled)
 CZ0136
 CZ0136                          SUPERSEDED SURVEY CONTROL
 CZ0136
 CZ0136  NGVD 29 (??/??/92)  720.205  (m)         2362.87   (f) ADJ UNCH    1 2
 CZ0136
 CZ0136.Superseded values are not recommended for survey control.
 CZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0136.See file dsdata.txt to determine how the superseded data were derived.
 CZ0136
 CZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA021687(NAD 83)
 CZ0136_MARKER: DZ = AZIMUTH MARK DISK
 CZ0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0136_SP_SET: CULVERT
 CZ0136_STAMPING: 2363.66 1937 56+40
 CZ0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0136+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0136
 CZ0136  HISTORY     - Date     Condition        Report By
 CZ0136  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0136  HISTORY     - 1951     GOOD             NGS
 CZ0136  HISTORY     - 20040118 GOOD             GEOCAC
 CZ0136  HISTORY     - 20060315 GOOD             USPSQD
 CZ0136
 CZ0136                          STATION DESCRIPTION
 CZ0136
 CZ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0136'2.6 MI N FROM TUCSON.
 CZ0136'2.6 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0136'BANK AT TUCSON, DIRECTLY IN FRONT OF MCGEES REST HOME AT 2650-1 ORACLE
 CZ0136'ROAD, AT A 24 INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE CENTER OF
 CZ0136'THE LONE EAST CONCRETE HEADWALL, 34 1/2 FEET EAST OF THE CENTERLINE OF
 CZ0136'THE NORTH BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 CZ0136'THAN THE SIDEWALK.
 CZ0136
 CZ0136                          STATION RECOVERY (2004)
 CZ0136
 CZ0136'RECOVERY NOTE BY GEOCACHING 2004 (CGP)
 CZ0136'LOCATED DIRECTLY IN FRONT OF COLONNADES APARTMENTS
 CZ0136
 CZ0136                          STATION RECOVERY (2006)
 CZ0136
 CZ0136'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0136'FOUND IN GOOD SHAPE. NEW LONGITUDE BY GPS W 110 58 40.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0234 ***********************************************************************
 FQ0234  DESIGNATION -  5640.0
 FQ0234  PID         -  FQ0234
 FQ0234  STATE/COUNTY-  AZ/COCONINO
 FQ0234  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0234
 FQ0234                         *CURRENT SURVEY CONTROL
 FQ0234  ___________________________________________________________________
 FQ0234* NAD 83(1986)-  35 01 19.     (N)    111 44 12.     (W)     SCALED    
 FQ0234* NAVD 88     -      1720.25   (+/-2cm)    5643.9    (feet)  VERTCON   
 FQ0234  ___________________________________________________________________
 FQ0234  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0234
 FQ0234  VERT ORDER  -  ? (See Below)
 FQ0234
 FQ0234.The horizontal coordinates were scaled from a topographic map and have
 FQ0234.an estimated accuracy of +/- 6 seconds.
 FQ0234
 FQ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0234.The vertical order pertains to the NGVD 29 superseded value.
 FQ0234
 FQ0234.The geoid height was determined by GEOID03.
 FQ0234
 FQ0234;                    North         East    Units  Estimated Accuracy
 FQ0234;SPC AZ C     -   446,020.      229,790.      MT  (+/- 180 meters Scaled)
 FQ0234
 FQ0234                          SUPERSEDED SURVEY CONTROL
 FQ0234
 FQ0234  NGVD 29 (??/??/92) 1719.309  (m)         5640.77   (f) ADJ UNCH    ?  
 FQ0234
 FQ0234.Superseded values are not recommended for survey control.
 FQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0234.See file dsdata.txt to determine how the superseded data were derived.
 FQ0234
 FQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327757(NAD 83)
 FQ0234_MARKER: Z = SEE DESCRIPTION
 FQ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0234_SP_SET: TREE
 FQ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0234
 FQ0234  HISTORY     - Date     Condition        Report By
 FQ0234  HISTORY     - UNK      MONUMENTED       USGS
 FQ0234  HISTORY     - 1933     GOOD             NGS
 FQ0234
 FQ0234                          STATION DESCRIPTION
 FQ0234
 FQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0234'14.0 MI N FROM SEDONA.
 FQ0234'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0234'COUNTY, ON AN OLD ROAD TO FLAGSTAFF, ABOUT 200 FEET NORTH OF A WOODEN
 FQ0234'BRIDGE, ABOUT 80 FEET WEST OF A CREEK, 30 FEET EAST OF THE CENTER LINE
 FQ0234'OF THE OLD ROAD, AND IN THE ROOT OF A PINE TREE PAINTED U.S. 5640.0
 FQ0234'B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 FQ0234'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0224 ***********************************************************************
 FR0224  DESIGNATION -  5652.71
 FR0224  PID         -  FR0224
 FR0224  STATE/COUNTY-  AZ/YAVAPAI
 FR0224  USGS QUAD   -  CROOKTON (1973)
 FR0224
 FR0224                         *CURRENT SURVEY CONTROL
 FR0224  ___________________________________________________________________
 FR0224* NAD 83(1986)-  35 17 50.     (N)    112 44 59.     (W)     SCALED    
 FR0224* NAVD 88     -      1723.625  (meters)    5654.93   (feet)  ADJUSTED  
 FR0224  ___________________________________________________________________
 FR0224  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0224  DYNAMIC HT  -        1721.312 (meters)    5647.34  (feet)  COMP
 FR0224  MODELED GRAV-     979,231.0   (mgal)                       NAVD 88
 FR0224
 FR0224  VERT ORDER  -  FIRST     CLASS II
 FR0224
 FR0224.The horizontal coordinates were scaled from a topographic map and have
 FR0224.an estimated accuracy of +/- 6 seconds.
 FR0224
 FR0224.The orthometric height was determined by differential leveling
 FR0224.and adjusted by the National Geodetic Survey in June 1991..
 FR0224
 FR0224.The geoid height was determined by GEOID03.
 FR0224
 FR0224.The dynamic height is computed by dividing the NAVD 88
 FR0224.geopotential number by the normal gravity value computed on the
 FR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0224.degrees latitude (g = 980.6199 gals.).
 FR0224
 FR0224.The modeled gravity was interpolated from observed gravity values.
 FR0224
 FR0224;                    North         East    Units  Estimated Accuracy
 FR0224;SPC AZ C     -   476,860.      137,600.      MT  (+/- 180 meters Scaled)
 FR0224
 FR0224                          SUPERSEDED SURVEY CONTROL
 FR0224
 FR0224  NGVD 29 (??/??/92) 1722.698  (m)         5651.89   (f) ADJ UNCH    1 2
 FR0224
 FR0224.Superseded values are not recommended for survey control.
 FR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0224.See file dsdata.txt to determine how the superseded data were derived.
 FR0224
 FR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE409074(NAD 83)
 FR0224_MARKER: DD = SURVEY DISK
 FR0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0224_STAMPING: 5652.71 884+2500 1953
 FR0224_MARK LOGO: AZHD  
 FR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0224+STABILITY: SURFACE MOTION
 FR0224
 FR0224  HISTORY     - Date     Condition        Report By
 FR0224  HISTORY     - 1953     MONUMENTED       AZHD
 FR0224  HISTORY     - 1962     GOOD             NGS
 FR0224  HISTORY     - 1982     GOOD             NGS
 FR0224
 FR0224                          STATION DESCRIPTION
 FR0224
 FR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0224'7.6 MI E FROM SELIGMAN.
 FR0224'7.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0224'SANTA FE RAILWAY STATION AT SELIGMAN, 19 FEET NORTH OF THE CENTER OF
 FR0224'U. S. HIGHWAY 66, 53 FEET SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE
 FR0224'HIGHWAY, AND IS SET IN THE TOP AND APPROXIMATE CENTER OF THE NORTH
 FR0224'HEAD WALL OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS.
 FR0224
 FR0224                          STATION RECOVERY (1982)
 FR0224
 FR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0226 ***********************************************************************
 FR0226  DESIGNATION -  5654.96
 FR0226  PID         -  FR0226
 FR0226  STATE/COUNTY-  AZ/YAVAPAI
 FR0226  USGS QUAD   -  CROOKTON (1973)
 FR0226
 FR0226                         *CURRENT SURVEY CONTROL
 FR0226  ___________________________________________________________________
 FR0226* NAD 83(1986)-  35 17 07.     (N)    112 43 21.     (W)     SCALED    
 FR0226* NAVD 88     -      1724.518  (meters)    5657.86   (feet)  ADJUSTED  
 FR0226  ___________________________________________________________________
 FR0226  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0226  DYNAMIC HT  -        1722.189 (meters)    5650.22  (feet)  COMP
 FR0226  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 FR0226
 FR0226  VERT ORDER  -  FIRST     CLASS II
 FR0226
 FR0226.The horizontal coordinates were scaled from a topographic map and have
 FR0226.an estimated accuracy of +/- 6 seconds.
 FR0226
 FR0226.The orthometric height was determined by differential leveling
 FR0226.and adjusted by the National Geodetic Survey in June 1991..
 FR0226
 FR0226.The geoid height was determined by GEOID03.
 FR0226
 FR0226.The dynamic height is computed by dividing the NAVD 88
 FR0226.geopotential number by the normal gravity value computed on the
 FR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0226.degrees latitude (g = 980.6199 gals.).
 FR0226
 FR0226.The modeled gravity was interpolated from observed gravity values.
 FR0226
 FR0226;                    North         East    Units  Estimated Accuracy
 FR0226;SPC AZ C     -   475,520.      140,060.      MT  (+/- 180 meters Scaled)
 FR0226
 FR0226                          SUPERSEDED SURVEY CONTROL
 FR0226
 FR0226  NGVD 29 (??/??/92) 1723.537  (m)         5654.64   (f) ADJ UNCH    1 2
 FR0226
 FR0226.Superseded values are not recommended for survey control.
 FR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0226.See file dsdata.txt to determine how the superseded data were derived.
 FR0226
 FR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433060(NAD 83)
 FR0226_MARKER: DD = SURVEY DISK
 FR0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0226_STAMPING: 5654.96 35+00 19
 FR0226_MARK LOGO: AZHD  
 FR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0226+STABILITY: SURFACE MOTION
 FR0226
 FR0226  HISTORY     - Date     Condition        Report By
 FR0226  HISTORY     - UNK      MONUMENTED       AZHD
 FR0226  HISTORY     - 1962     GOOD             NGS
 FR0226  HISTORY     - 1982     GOOD             NGS
 FR0226
 FR0226                          STATION DESCRIPTION
 FR0226
 FR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0226'9.4 MI E FROM SELIGMAN.
 FR0226'9.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0226'SANTA FE RAILWAY STATION AT SELIGMAN, 22 FEET SOUTH OF THE CENTER OF
 FR0226'U. S. HIGHWAY 66, 78 FEET NORTH OF THE FENCE, SET IN TOP AND
 FR0226'APPROXIMATE CENTER OF THE SOUTH HEAD WALL OF A 15 FOOT CONCRETE BOX
 FR0226'CULVERT WITH 2 OPENINGS.
 FR0226
 FR0226                          STATION RECOVERY (1982)
 FR0226
 FR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0289 ***********************************************************************
 FP0289  DESIGNATION -  5659.56
 FP0289  PID         -  FP0289
 FP0289  STATE/COUNTY-  AZ/APACHE
 FP0289  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0289
 FP0289                         *CURRENT SURVEY CONTROL
 FP0289  ___________________________________________________________________
 FP0289* NAD 83(1986)-  35 06 13.     (N)    109 36 51.     (W)     SCALED    
 FP0289* NAVD 88     -      1726.039  (meters)    5662.85   (feet)  ADJUSTED  
 FP0289  ___________________________________________________________________
 FP0289  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0289  DYNAMIC HT  -        1723.631 (meters)    5654.95  (feet)  COMP
 FP0289  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0289
 FP0289  VERT ORDER  -  SECOND    CLASS 0
 FP0289
 FP0289.The horizontal coordinates were scaled from a topographic map and have
 FP0289.an estimated accuracy of +/- 6 seconds.
 FP0289
 FP0289.The orthometric height was determined by differential leveling
 FP0289.and adjusted by the National Geodetic Survey in June 1991..
 FP0289
 FP0289.The geoid height was determined by GEOID03.
 FP0289
 FP0289.The dynamic height is computed by dividing the NAVD 88
 FP0289.geopotential number by the normal gravity value computed on the
 FP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0289.degrees latitude (g = 980.6199 gals.).
 FP0289
 FP0289.The modeled gravity was interpolated from observed gravity values.
 FP0289
 FP0289;                    North         East    Units  Estimated Accuracy
 FP0289;SPC AZ E     -   455,210.      263,730.      MT  (+/- 180 meters Scaled)
 FP0289
 FP0289                          SUPERSEDED SURVEY CONTROL
 FP0289
 FP0289  NGVD 29 (??/??/92) 1725.124  (m)         5659.84   (f) ADJ UNCH    2 0
 FP0289
 FP0289.Superseded values are not recommended for survey control.
 FP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0289.See file dsdata.txt to determine how the superseded data were derived.
 FP0289
 FP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD263854(NAD 83)
 FP0289_MARKER: DD = SURVEY DISK
 FP0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0289_SP_SET: BRIDGE
 FP0289_STAMPING: 5659.56 758X50 1955
 FP0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0289
 FP0289  HISTORY     - Date     Condition        Report By
 FP0289  HISTORY     - 1955     MONUMENTED       AZHD
 FP0289  HISTORY     - 1959     GOOD             NGS
 FP0289  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0289
 FP0289                          STATION DESCRIPTION
 FP0289
 FP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0289'4.85 MI W FROM NAVAJO POST OFFICE.
 FP0289'4.85 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0289'0.3 MILE EAST OF MILEPOST 343, 25 FEET NORTH OF THE CENTER OF THE WEST
 FP0289'BOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF A 7-FOOT
 FP0289'CONCRETE BRIDGE.
 FP0289
 FP0289                          STATION RECOVERY (1983)
 FP0289
 FP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0289'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0286 ***********************************************************************
 FP0286  DESIGNATION -  5665.44
 FP0286  PID         -  FP0286
 FP0286  STATE/COUNTY-  AZ/APACHE
 FP0286  USGS QUAD   -  PINTA (1972)
 FP0286
 FP0286                         *CURRENT SURVEY CONTROL
 FP0286  ___________________________________________________________________
 FP0286* NAD 83(1986)-  35 05 52.     (N)    109 39 12.     (W)     SCALED    
 FP0286* NAVD 88     -      1727.813  (meters)    5668.67   (feet)  ADJUSTED  
 FP0286  ___________________________________________________________________
 FP0286  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FP0286  DYNAMIC HT  -        1725.411 (meters)    5660.79  (feet)  COMP
 FP0286  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 FP0286
 FP0286  VERT ORDER  -  SECOND    CLASS 0
 FP0286
 FP0286.The horizontal coordinates were scaled from a topographic map and have
 FP0286.an estimated accuracy of +/- 6 seconds.
 FP0286
 FP0286.The orthometric height was determined by differential leveling
 FP0286.and adjusted by the National Geodetic Survey in June 1991..
 FP0286
 FP0286.The geoid height was determined by GEOID03.
 FP0286
 FP0286.The dynamic height is computed by dividing the NAVD 88
 FP0286.geopotential number by the normal gravity value computed on the
 FP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0286.degrees latitude (g = 980.6199 gals.).
 FP0286
 FP0286.The modeled gravity was interpolated from observed gravity values.
 FP0286
 FP0286;                    North         East    Units  Estimated Accuracy
 FP0286;SPC AZ E     -   454,540.      260,160.      MT  (+/- 180 meters Scaled)
 FP0286
 FP0286                          SUPERSEDED SURVEY CONTROL
 FP0286
 FP0286  NGVD 29 (??/??/92) 1726.908  (m)         5665.70   (f) ADJ UNCH    2 0
 FP0286
 FP0286.Superseded values are not recommended for survey control.
 FP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0286.See file dsdata.txt to determine how the superseded data were derived.
 FP0286
 FP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD227847(NAD 83)
 FP0286_MARKER: DD = SURVEY DISK
 FP0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0286_SP_SET: BRIDGE
 FP0286_STAMPING: 5665.44 639X00
 FP0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0286
 FP0286  HISTORY     - Date     Condition        Report By
 FP0286  HISTORY     - UNK      MONUMENTED       AZHD
 FP0286  HISTORY     - 1959     GOOD             NGS
 FP0286  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0286
 FP0286                          STATION DESCRIPTION
 FP0286
 FP0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0286'7.15 MI W FROM NAVAJO POST OFFICE.
 FP0286'7.15 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0286'1.1 MILE EAST OF MILEPOST 340, 23 FEET NORTH OF THE WEST BOUND TRAFFIC
 FP0286'LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A 7 FOOT
 FP0286'CONCRETE BRIDGE THAT IS USED AS A STOCK UNDERPASS.
 FP0286
 FP0286                          STATION RECOVERY (1983)
 FP0286
 FP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0286'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0296 ***********************************************************************
 FP0296  DESIGNATION -  5665.93
 FP0296  PID         -  FP0296
 FP0296  STATE/COUNTY-  AZ/APACHE
 FP0296  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0296
 FP0296                         *CURRENT SURVEY CONTROL
 FP0296  ___________________________________________________________________
 FP0296* NAD 83(1986)-  35 07 27.     (N)    109 33 13.     (W)     SCALED    
 FP0296* NAVD 88     -      1727.923  (meters)    5669.03   (feet)  ADJUSTED  
 FP0296  ___________________________________________________________________
 FP0296  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FP0296  DYNAMIC HT  -        1725.515 (meters)    5661.13  (feet)  COMP
 FP0296  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 FP0296
 FP0296  VERT ORDER  -  SECOND    CLASS 0
 FP0296
 FP0296.The horizontal coordinates were scaled from a topographic map and have
 FP0296.an estimated accuracy of +/- 6 seconds.
 FP0296
 FP0296.The orthometric height was determined by differential leveling
 FP0296.and adjusted by the National Geodetic Survey in June 1991..
 FP0296
 FP0296.The geoid height was determined by GEOID03.
 FP0296
 FP0296.The dynamic height is computed by dividing the NAVD 88
 FP0296.geopotential number by the normal gravity value computed on the
 FP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0296.degrees latitude (g = 980.6199 gals.).
 FP0296
 FP0296.The modeled gravity was interpolated from observed gravity values.
 FP0296
 FP0296;                    North         East    Units  Estimated Accuracy
 FP0296;SPC AZ E     -   457,520.      269,240.      MT  (+/- 180 meters Scaled)
 FP0296
 FP0296                          SUPERSEDED SURVEY CONTROL
 FP0296
 FP0296  NGVD 29 (??/??/92) 1727.008  (m)         5666.03   (f) ADJ UNCH    2 0
 FP0296
 FP0296.Superseded values are not recommended for survey control.
 FP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0296.See file dsdata.txt to determine how the superseded data were derived.
 FP0296
 FP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD317877(NAD 83)
 FP0296_MARKER: DD = SURVEY DISK
 FP0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0296_SP_SET: BRIDGE
 FP0296_STAMPING: 5665.44 639X00
 FP0296_MARK LOGO: AZHD  
 FP0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0296
 FP0296  HISTORY     - Date     Condition        Report By
 FP0296  HISTORY     - UNK      MONUMENTED       AZHD
 FP0296  HISTORY     - 1972     GOOD             USGS
 FP0296  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0296
 FP0296                          STATION DESCRIPTION
 FP0296
 FP0296'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0296'6.7 MI W FROM NAVAJO.
 FP0296'FROM NAVAJO HIGHWAY INTERCHANGE CONTINUE W. ALONG I-40 HIGHWAY 6.7
 FP0296'MI., BM IS 24 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC IN THE CENTER
 FP0296'OF A 7 FT. CONCRETE BRIDGE HEADWALL THAT IS USED AS A STOCK UNDERPASS.
 FP0296
 FP0296                          STATION RECOVERY (1983)
 FP0296
 FP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0296'THERE IS A NEW CULVERT AT THIS LOCATION, MARK NOT FOUND.  OLD
 FP0296'DESCRIPTION FOLLOWS.  0.9 MILE WEST ALONG U. S. HIGHWAY 66 FROM THE
 FP0296'POST OFFICE AT NAVAJO, NORTH OF MILEPOST 347, 23 FEET NORTH OF THE
 FP0296'CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0296'NORTH HEADWALL OF A 7-FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0361 ***********************************************************************
 FS0361  DESIGNATION -  567+45
 FS0361  PID         -  FS0361
 FS0361  STATE/COUNTY-  AZ/MOHAVE
 FS0361  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0361
 FS0361                         *CURRENT SURVEY CONTROL
 FS0361  ___________________________________________________________________
 FS0361* NAD 83(1986)-  35 30 06.     (N)    114 19 57.     (W)     SCALED    
 FS0361* NAVD 88     -       942.729  (meters)    3092.94   (feet)  POSTED    
 FS0361  ___________________________________________________________________
 FS0361  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0361  DYNAMIC HT  -         941.650 (meters)    3089.40  (feet)  COMP
 FS0361  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 FS0361
 FS0361  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0361
 FS0361.The horizontal coordinates were scaled from a topographic map and have
 FS0361.an estimated accuracy of +/- 6 seconds.
 FS0361
 FS0361.The orthometric height was determined by differential leveling
 FS0361.and adjusted by the National Geodetic Survey in 1992..
 FS0361.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0361.rate of 1.1 thru 2.0 mm/km.
 FS0361
 FS0361.The geoid height was determined by GEOID03.
 FS0361
 FS0361.The dynamic height is computed by dividing the NAVD 88
 FS0361.geopotential number by the normal gravity value computed on the
 FS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0361.degrees latitude (g = 980.6199 gals.).
 FS0361
 FS0361.The modeled gravity was interpolated from observed gravity values.
 FS0361
 FS0361;                    North         East    Units  Estimated Accuracy
 FS0361;SPC AZ W     -   499,400.      160,510.      MT  (+/- 180 meters Scaled)
 FS0361
 FS0361                          SUPERSEDED SURVEY CONTROL
 FS0361
 FS0361  NGVD 29 (??/??/92)  941.942  (m)         3090.35   (f) ADJ UNCH    1 1
 FS0361
 FS0361.Superseded values are not recommended for survey control.
 FS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0361.See file dsdata.txt to determine how the superseded data were derived.
 FS0361
 FS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV419319(NAD 83)
 FS0361_MARKER: DD = SURVEY DISK
 FS0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0361_SP_SET: CULVERT
 FS0361_STAMPING: 567+45 3090-96 1935
 FS0361_MARK LOGO: AZHD  
 FS0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0361
 FS0361  HISTORY     - Date     Condition        Report By
 FS0361  HISTORY     - 1935     MONUMENTED       AZHD
 FS0361  HISTORY     - 1949     GOOD             NGS
 FS0361  HISTORY     - 1982     GOOD             NGS
 FS0361
 FS0361                          STATION DESCRIPTION
 FS0361
 FS0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0361'8.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0361'8.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0361'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0361'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0361'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE
 FS0361'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0361
 FS0361                          STATION RECOVERY (1982)
 FS0361
 FS0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0361'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0347 ***********************************************************************
 DU0347  DESIGNATION -  5697.45
 DU0347  PID         -  DU0347
 DU0347  STATE/COUNTY-  AZ/GILA
 DU0347  USGS QUAD   -  CHRYSOTILE (1966)
 DU0347
 DU0347                         *CURRENT SURVEY CONTROL
 DU0347  ___________________________________________________________________
 DU0347* NAD 83(1986)-  33 41 16.     (N)    110 34 13.     (W)     SCALED    
 DU0347* NAVD 88     -      1736.838  (meters)    5698.28   (feet)  ADJUSTED  
 DU0347  ___________________________________________________________________
 DU0347  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DU0347  DYNAMIC HT  -        1734.315 (meters)    5690.00  (feet)  COMP
 DU0347  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 DU0347
 DU0347  VERT ORDER  -  SECOND    CLASS 0
 DU0347
 DU0347.The horizontal coordinates were scaled from a topographic map and have
 DU0347.an estimated accuracy of +/- 6 seconds.
 DU0347
 DU0347.The orthometric height was determined by differential leveling
 DU0347.and adjusted by the National Geodetic Survey in June 1991..
 DU0347
 DU0347.The geoid height was determined by GEOID03.
 DU0347
 DU0347.The dynamic height is computed by dividing the NAVD 88
 DU0347.geopotential number by the normal gravity value computed on the
 DU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0347.degrees latitude (g = 980.6199 gals.).
 DU0347
 DU0347.The modeled gravity was interpolated from observed gravity values.
 DU0347
 DU0347;                    North         East    Units  Estimated Accuracy
 DU0347;SPC AZ E     -   298,100.      175,940.      MT  (+/- 180 meters Scaled)
 DU0347
 DU0347                          SUPERSEDED SURVEY CONTROL
 DU0347
 DU0347  NGVD 29 (??/??/92) 1736.094  (m)         5695.84   (f) ADJ UNCH    2 0
 DU0347
 DU0347.Superseded values are not recommended for survey control.
 DU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0347.See file dsdata.txt to determine how the superseded data were derived.
 DU0347
 DU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC398276(NAD 83)
 DU0347_MARKER: DD = SURVEY DISK
 DU0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0347_SP_SET: CULVERT
 DU0347_STAMPING: STA. 1532.55 EL 5697.45
 DU0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0347
 DU0347  HISTORY     - Date     Condition        Report By
 DU0347  HISTORY     - UNK      MONUMENTED       AZHD
 DU0347  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0347
 DU0347                          STATION DESCRIPTION
 DU0347
 DU0347'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0347'30.0 MI NE FROM GLOBE.
 DU0347'30.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0347'ABOUT 3.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AT
 DU0347'THE FOOT OF THE SOUTH SLOPE OF A GRADE, AT A CONCRETE BOX CULVERT, IN
 DU0347'THE TOP OF THE EAST HEAD WALL, 18 FEET EAST OF THE CENTER LINE OF THE
 DU0347'HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE ROADWAY.  AN ARIZONA STATE
 DU0347'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 1532.55 EL 5697.45.
 DU0347'NOTE-- U.S. HWY. 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0347'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1557 ***********************************************************************
 DV1557  DESIGNATION -  57 A
 DV1557  PID         -  DV1557
 DV1557  STATE/COUNTY-  AZ/MARICOPA
 DV1557  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1557
 DV1557                         *CURRENT SURVEY CONTROL
 DV1557  ___________________________________________________________________
 DV1557* NAD 83(1986)-  33 30 48.     (N)    113 01 58.     (W)     SCALED    
 DV1557* NAVD 88     -       390.35   (+/-2cm)    1280.7    (feet)  VERTCON   
 DV1557  ___________________________________________________________________
 DV1557  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV1557
 DV1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1557
 DV1557.The horizontal coordinates were scaled from a topographic map and have
 DV1557.an estimated accuracy of +/- 6 seconds.
 DV1557
 DV1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1557.The vertical order pertains to the NGVD 29 superseded value.
 DV1557
 DV1557.The geoid height was determined by GEOID03.
 DV1557
 DV1557;                    North         East    Units  Estimated Accuracy
 DV1557;SPC AZ C     -   279,240.      109,670.      MT  (+/- 180 meters Scaled)
 DV1557
 DV1557                          SUPERSEDED SURVEY CONTROL
 DV1557
 DV1557  NGVD 29 (??/??/92)  389.702  (m)         1278.55   (f) ADJ UNCH    2 0
 DV1557
 DV1557.Superseded values are not recommended for survey control.
 DV1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1557.See file dsdata.txt to determine how the superseded data were derived.
 DV1557
 DV1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC111100(NAD 83)
 DV1557_MARKER: DD = SURVEY DISK
 DV1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1557_STAMPING: 57 A 1962
 DV1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1557+STABILITY: SURFACE MOTION
 DV1557
 DV1557  HISTORY     - Date     Condition        Report By
 DV1557  HISTORY     - 1962     MONUMENTED       AZHD
 DV1557
 DV1557                          STATION DESCRIPTION
 DV1557
 DV1557'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1557'6.15 MI NW FROM TOROPAH.
 DV1557'0.5 MILE EAST-SOUTHEAST OF B 415 57, AN ARIZONA HIGHWAY DEPARTMENT
 DV1557'DISK STAMPED 57 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1557'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1557'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1007 ***********************************************************************
 FR1007  DESIGNATION -  57 EMH
 FR1007  PID         -  FR1007
 FR1007  STATE/COUNTY-  AZ/COCONINO
 FR1007  USGS QUAD   -  HORSE TRAP MESA (1973)
 FR1007
 FR1007                         *CURRENT SURVEY CONTROL
 FR1007  ___________________________________________________________________
 FR1007* NAD 83(1986)-  35 22 07.     (N)    112 36 20.     (W)     SCALED    
 FR1007* NAVD 88     -      1716.137  (meters)    5630.36   (feet)  POSTED    
 FR1007  ___________________________________________________________________
 FR1007  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 FR1007  DYNAMIC HT  -        1713.850 (meters)    5622.86  (feet)  COMP
 FR1007  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 FR1007
 FR1007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1007
 FR1007.The horizontal coordinates were scaled from a topographic map and have
 FR1007.an estimated accuracy of +/- 6 seconds.
 FR1007
 FR1007.The orthometric height was determined by differential leveling
 FR1007.and adjusted by the National Geodetic Survey in 1992..
 FR1007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1007.rate of 0.0 thru 1.0 mm/km.
 FR1007
 FR1007.The geoid height was determined by GEOID03.
 FR1007
 FR1007.The dynamic height is computed by dividing the NAVD 88
 FR1007.geopotential number by the normal gravity value computed on the
 FR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1007.degrees latitude (g = 980.6199 gals.).
 FR1007
 FR1007.The modeled gravity was interpolated from observed gravity values.
 FR1007
 FR1007;                    North         East    Units  Estimated Accuracy
 FR1007;SPC AZ C     -   484,680.      150,760.      MT  (+/- 180 meters Scaled)
 FR1007
 FR1007                          SUPERSEDED SURVEY CONTROL
 FR1007
 FR1007  NGVD 29 (??/??/92) 1715.23   (m)         5627.4    (f) COMPUTED    2 2
 FR1007
 FR1007.Superseded values are not recommended for survey control.
 FR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1007.See file dsdata.txt to determine how the superseded data were derived.
 FR1007
 FR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE541151(NAD 83)
 FR1007_MARKER: DB = BENCH MARK DISK
 FR1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1007_SP_SET: CATTLEGUARD
 FR1007_STAMPING: 57 EMH 1973 5627
 FR1007_MARK LOGO: USGS  
 FR1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1007
 FR1007  HISTORY     - Date     Condition        Report By
 FR1007  HISTORY     - 1973     MONUMENTED       USGS
 FR1007
 FR1007                          STATION DESCRIPTION
 FR1007
 FR1007'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1007'32.5 KM (20.20 MI) NE FROM SELIGMAN.
 FR1007'FROM THE RAILROAD STATION IN SELIGMAN, PROCCED 10.6 MILES EAST ALONG
 FR1007'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1007'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1007'THE AT+SF RAILROAD, 65 FEET WEST OF THE JUNCTION OF A ROAD NORTH, 8
 FR1007'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET FROM THE EAST END OF
 FR1007'THE SOUTH CONCRETE SIDEWALL OF A CATTLEGUARD, IN THE CATTLEGUARD.
 FR1007'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0649 ***********************************************************************
 FP0649  DESIGNATION -  57 HLS
 FP0649  PID         -  FP0649
 FP0649  STATE/COUNTY-  AZ/APACHE
 FP0649  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0649
 FP0649                         *CURRENT SURVEY CONTROL
 FP0649  ___________________________________________________________________
 FP0649* NAD 83(1986)-  35 24 56.     (N)    109 30 49.     (W)     SCALED    
 FP0649* NAVD 88     -      1924.845  (meters)    6315.10   (feet)  ADJUSTED  
 FP0649  ___________________________________________________________________
 FP0649  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 FP0649  DYNAMIC HT  -        1922.164 (meters)    6306.30  (feet)  COMP
 FP0649  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 FP0649
 FP0649  VERT ORDER  -  SECOND    CLASS II
 FP0649
 FP0649.The horizontal coordinates were scaled from a topographic map and have
 FP0649.an estimated accuracy of +/- 6 seconds.
 FP0649
 FP0649.The orthometric height was determined by differential leveling
 FP0649.and adjusted by the National Geodetic Survey in June 1991..
 FP0649
 FP0649.The geoid height was determined by GEOID03.
 FP0649
 FP0649.The dynamic height is computed by dividing the NAVD 88
 FP0649.geopotential number by the normal gravity value computed on the
 FP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0649.degrees latitude (g = 980.6199 gals.).
 FP0649
 FP0649.The modeled gravity was interpolated from observed gravity values.
 FP0649
 FP0649;                    North         East    Units  Estimated Accuracy
 FP0649;SPC AZ E     -   489,870.      272,670.      MT  (+/- 180 meters Scaled)
 FP0649
 FP0649                          SUPERSEDED SURVEY CONTROL
 FP0649
 FP0649.No superseded survey control is available for this station.
 FP0649
 FP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE349201(NAD 83)
 FP0649_MARKER: DB = BENCH MARK DISK
 FP0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0649_SP_SET: COPPER-CLAD STEEL ROD
 FP0649_STAMPING: 57 HLS 1970 6312
 FP0649_MARK LOGO: USGS  
 FP0649_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0649+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0649
 FP0649  HISTORY     - Date     Condition        Report By
 FP0649  HISTORY     - 1970     MONUMENTED       USGS
 FP0649
 FP0649                          STATION DESCRIPTION
 FP0649
 FP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0649'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0649'OFFICE AT GANADO, ARIZONA), PROCEED 6.1 MILES SOUTH ALONG STATE
 FP0649'HIGHWAY 63, 122 FEET SOUTH OF A TRACK ROAD EAST AND CATTLEGUARD, 100
 FP0649'FEET WEST OF THE HIGHWAY, 1 FOOT EAST OF A FENCE AND WITNESS POST.  A
 FP0649'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0487 ***********************************************************************
 ET0487  DESIGNATION -  5708
 ET0487  PID         -  ET0487
 ET0487  STATE/COUNTY-  AZ/YAVAPAI
 ET0487  USGS QUAD   -  CAMP WOOD (1986)
 ET0487
 ET0487                         *CURRENT SURVEY CONTROL
 ET0487  ___________________________________________________________________
 ET0487* NAD 83(1986)-  34 48 00.     (N)    112 52 55.     (W)     SCALED    
 ET0487* NAVD 88     -      1743.081  (meters)    5718.76   (feet)  POSTED    
 ET0487  ___________________________________________________________________
 ET0487  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0487  DYNAMIC HT  -        1740.710 (meters)    5710.98  (feet)  COMP
 ET0487  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 ET0487
 ET0487  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0487
 ET0487.The horizontal coordinates were scaled from a topographic map and have
 ET0487.an estimated accuracy of +/- 6 seconds.
 ET0487
 ET0487.The orthometric height was determined by differential leveling
 ET0487.and adjusted by the National Geodetic Survey in November 2005..
 ET0487.No vertical observational check was made to the station.
 ET0487.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0487.was located on a no-check spur therefore a value was not computed.
 ET0487
 ET0487.The geoid height was determined by GEOID03.
 ET0487
 ET0487.The dynamic height is computed by dividing the NAVD 88
 ET0487.geopotential number by the normal gravity value computed on the
 ET0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0487.degrees latitude (g = 980.6199 gals.).
 ET0487
 ET0487.The modeled gravity was interpolated from observed gravity values.
 ET0487
 ET0487;                    North         East    Units  Estimated Accuracy
 ET0487;SPC AZ C     -   421,810.      125,040.      MT  (+/- 180 meters Scaled)
 ET0487
 ET0487                          SUPERSEDED SURVEY CONTROL
 ET0487
 ET0487  NGVD 29 (??/??/92) 1742.152  (m)         5715.71   (f) ADJ UNCH    2 0
 ET0487
 ET0487.Superseded values are not recommended for survey control.
 ET0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0487.See file dsdata.txt to determine how the superseded data were derived.
 ET0487
 ET0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD278524(NAD 83)
 ET0487_MARKER: DD = SURVEY DISK
 ET0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0487_STAMPING: PRSCT. ELEV. 5708
 ET0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0487
 ET0487  HISTORY     - Date     Condition        Report By
 ET0487  HISTORY     - UNK      MONUMENTED       USGS
 ET0487  HISTORY     - 1935     GOOD             NGS
 ET0487
 ET0487                          STATION DESCRIPTION
 ET0487
 ET0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0487'11.1 MI SE FROM WALNUT CREEK R S.
 ET0487'11.1 MI. S. E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 0.15 MI. W.
 ET0487'OF THE JUNCTION OF ROADS OF CAMP WOOD TO WALNUT CREEK, SIMMONS AND
 ET0487'TRIANGLE DASH C RANCH AND IS ON THE TRIANGLE DASH C ROAD, 527 FT. W.
 ET0487'OF A FRAME HOUSE, 75 FT. S. OF THE CENTER LINE OF A CREEK, AND 15 FT.
 ET0487'S. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0306 ***********************************************************************
 ES0306  DESIGNATION -  5732
 ES0306  PID         -  ES0306
 ES0306  STATE/COUNTY-  AZ/GILA
 ES0306  USGS QUAD   -  PINE (1973)
 ES0306
 ES0306                         *CURRENT SURVEY CONTROL
 ES0306  ___________________________________________________________________
 ES0306* NAD 83(1986)-  34 23 58.     (N)    111 28 18.     (W)     SCALED    
 ES0306* NAVD 88     -      1748.14   (+/-2cm)    5735.4    (feet)  VERTCON   
 ES0306  ___________________________________________________________________
 ES0306  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0306
 ES0306  VERT ORDER  -  ? (See Below)
 ES0306
 ES0306.The horizontal coordinates were scaled from a topographic map and have
 ES0306.an estimated accuracy of +/- 6 seconds.
 ES0306
 ES0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0306.The vertical order pertains to the NGVD 29 superseded value.
 ES0306
 ES0306.The geoid height was determined by GEOID03.
 ES0306
 ES0306;                    North         East    Units  Estimated Accuracy
 ES0306;SPC AZ E     -   377,730.       93,370.      MT  (+/- 180 meters Scaled)
 ES0306
 ES0306                          SUPERSEDED SURVEY CONTROL
 ES0306
 ES0306  NGVD 29 (??/??/92) 1747.322  (m)         5732.67   (f) ADJ UNCH    ?  
 ES0306
 ES0306.Superseded values are not recommended for survey control.
 ES0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0306.See file dsdata.txt to determine how the superseded data were derived.
 ES0306
 ES0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD566065(NAD 83)
 ES0306_MARKER: S = SPIKE
 ES0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0306_SP_SET: TREE
 ES0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0306
 ES0306  HISTORY     - Date     Condition        Report By
 ES0306  HISTORY     - UNK      MONUMENTED       USGS
 ES0306  HISTORY     - 1933     GOOD             NGS
 ES0306
 ES0306                          STATION DESCRIPTION
 ES0306
 ES0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0306'1.6 MI NW FROM PINE.
 ES0306'AT SIDE OF HIGHWAY, OUTSIDE OF HORSESHOE CURVE, 25 FET NORTH OF
 ES0306'HIGHWAY CENTER-LINE, IN TRUNK OF JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0271 ***********************************************************************
 FP0271  DESIGNATION -  5744.70
 FP0271  PID         -  FP0271
 FP0271  STATE/COUNTY-  AZ/APACHE
 FP0271  USGS QUAD   -  KACHINA POINT (1972)
 FP0271
 FP0271                         *CURRENT SURVEY CONTROL
 FP0271  ___________________________________________________________________
 FP0271* NAD 83(1986)-  35 03 46.     (N)    109 46 34.     (W)     SCALED    
 FP0271* NAVD 88     -      1751.885  (meters)    5747.64   (feet)  ADJUSTED  
 FP0271  ___________________________________________________________________
 FP0271  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FP0271  DYNAMIC HT  -        1749.434 (meters)    5739.60  (feet)  COMP
 FP0271  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 FP0271
 FP0271  VERT ORDER  -  SECOND    CLASS 0
 FP0271
 FP0271.The horizontal coordinates were scaled from a topographic map and have
 FP0271.an estimated accuracy of +/- 6 seconds.
 FP0271
 FP0271.The orthometric height was determined by differential leveling
 FP0271.and adjusted by the National Geodetic Survey in June 1991..
 FP0271
 FP0271.The geoid height was determined by GEOID03.
 FP0271
 FP0271.The dynamic height is computed by dividing the NAVD 88
 FP0271.geopotential number by the normal gravity value computed on the
 FP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0271.degrees latitude (g = 980.6199 gals.).
 FP0271
 FP0271.The modeled gravity was interpolated from observed gravity values.
 FP0271
 FP0271;                    North         East    Units  Estimated Accuracy
 FP0271;SPC AZ E     -   450,610.      248,980.      MT  (+/- 180 meters Scaled)
 FP0271
 FP0271                          SUPERSEDED SURVEY CONTROL
 FP0271
 FP0271  NGVD 29 (??/??/92) 1750.970  (m)         5744.64   (f) ADJ UNCH    2 0
 FP0271
 FP0271.Superseded values are not recommended for survey control.
 FP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0271.See file dsdata.txt to determine how the superseded data were derived.
 FP0271
 FP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD115806(NAD 83)
 FP0271_MARKER: DD = SURVEY DISK
 FP0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0271_SP_SET: BRIDGE
 FP0271_STAMPING: 5744.70 249X00
 FP0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0271
 FP0271  HISTORY     - Date     Condition        Report By
 FP0271  HISTORY     - UNK      MONUMENTED       AZHD
 FP0271  HISTORY     - 1972     GOOD             USGS
 FP0271  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0271
 FP0271                          STATION DESCRIPTION
 FP0271
 FP0271'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0271'26.5 MI E FROM HOLBROOK.
 FP0271'FROM PETRIFIED FOREST N.P. INTERCHANGE GO E. ALONG I-40 HIGHWAY 0.4
 FP0271'MI. BM IS 24 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC, CENTER OF 8
 FP0271'FT. CONCRETE BRIDGE HEADWALL AND 0.4 FT. HIGHER THAN HIGHWAY OPPOSITE.
 FP0271'A STANDARD AHD DISK, STAMPED 5744.70 (249X00).
 FP0271
 FP0271                          STATION RECOVERY (1983)
 FP0271
 FP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0271'THE BRIDGE WAS REPLACED IN 1974 AND THE MARK SHOULD BE CONSIDERED
 FP0271'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0201 ***********************************************************************
 FP0201  DESIGNATION -  5749 77
 FP0201  PID         -  FP0201
 FP0201  STATE/COUNTY-  AZ/APACHE
 FP0201  USGS QUAD   -  CHAMBERS (1971)
 FP0201
 FP0201                         *CURRENT SURVEY CONTROL
 FP0201  ___________________________________________________________________
 FP0201* NAD 83(1986)-  35 09 19.     (N)    109 30 01.     (W)     SCALED    
 FP0201* NAVD 88     -      1753.437  (meters)    5752.73   (feet)  ADJUSTED  
 FP0201  ___________________________________________________________________
 FP0201  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FP0201  DYNAMIC HT  -        1750.993 (meters)    5744.72  (feet)  COMP
 FP0201  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0201
 FP0201  VERT ORDER  -  SECOND    CLASS 0
 FP0201
 FP0201.The horizontal coordinates were scaled from a topographic map and have
 FP0201.an estimated accuracy of +/- 6 seconds.
 FP0201
 FP0201.The orthometric height was determined by differential leveling
 FP0201.and adjusted by the National Geodetic Survey in June 1991..
 FP0201
 FP0201.The geoid height was determined by GEOID03.
 FP0201
 FP0201.The dynamic height is computed by dividing the NAVD 88
 FP0201.geopotential number by the normal gravity value computed on the
 FP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0201.degrees latitude (g = 980.6199 gals.).
 FP0201
 FP0201.The modeled gravity was interpolated from observed gravity values.
 FP0201
 FP0201;                    North         East    Units  Estimated Accuracy
 FP0201;SPC AZ E     -   461,000.      274,070.      MT  (+/- 180 meters Scaled)
 FP0201
 FP0201                          SUPERSEDED SURVEY CONTROL
 FP0201
 FP0201  NGVD 29 (??/??/92) 1752.514  (m)         5749.71   (f) ADJ UNCH    2 0
 FP0201
 FP0201.Superseded values are not recommended for survey control.
 FP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0201.See file dsdata.txt to determine how the superseded data were derived.
 FP0201
 FP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365912(NAD 83)
 FP0201_MARKER: DD = SURVEY DISK
 FP0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0201_SP_SET: BRIDGE
 FP0201_STAMPING: 5749-77 1148+00
 FP0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0201
 FP0201  HISTORY     - Date     Condition        Report By
 FP0201  HISTORY     - UNK      MONUMENTED       AZHD
 FP0201  HISTORY     - 1959     GOOD             NGS
 FP0201  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0201  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0201
 FP0201                          STATION DESCRIPTION
 FP0201
 FP0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0201'3.0 MI E FROM NAVAJO POST OFFICE.
 FP0201'3.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0201'0.3 MILE WEST OF MILEPOST 351, 24 FEET NORTH OF THE CENTER OF THE WEST
 FP0201'BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0201'7-FOOT CONCRETE BRIDGE.  NOTE-- OLD HIGHWAY 66 HAS BEEN REALIGNED.
 FP0201
 FP0201                          STATION RECOVERY (1971)
 FP0201
 FP0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0201'MARK NOT FOUND.
 FP0201
 FP0201                          STATION RECOVERY (1983)
 FP0201
 FP0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0201'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0306 ***********************************************************************
 GQ0306  DESIGNATION -  5749=PHILLIPS
 GQ0306  PID         -  GQ0306
 GQ0306  STATE/COUNTY-  AZ/MOHAVE
 GQ0306  USGS QUAD   -  KANAB POINT (1988)
 GQ0306
 GQ0306                         *CURRENT SURVEY CONTROL
 GQ0306  ___________________________________________________________________
 GQ0306* NAD 83(1992)-  36 26 35.15319(N)    112 41 40.37471(W)     ADJUSTED  
 GQ0306* NAVD 88     -      1752.86   (+/-2cm)    5750.8    (feet)  VERTCON   
 GQ0306  ___________________________________________________________________
 GQ0306  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GQ0306  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0306
 GQ0306  HORZ ORDER  -  SECOND
 GQ0306  VERT ORDER  -  THIRD ? (See Below)
 GQ0306
 GQ0306.The horizontal coordinates were established by classical geodetic methods
 GQ0306.and adjusted by the National Geodetic Survey in August 1993..
 GQ0306
 GQ0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0306.The vertical order pertains to the NGVD 29 superseded value.
 GQ0306
 GQ0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0306
 GQ0306.The geoid height was determined by GEOID03.
 GQ0306
 GQ0306;                    North         East     Units Scale Factor Converg.
 GQ0306;SPC AZ W     -   604,213.390   307,983.481   MT  1.00004361   +0 37 37.2
 GQ0306;SPC AZ W     - 1,982,327.40  1,010,444.49   iFT  1.00004361   +0 37 37.2
 GQ0306;UTM  12      - 4,034,430.653   348,126.720   MT  0.99988419   -1 00 24.5
 GQ0306
 GQ0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0306!SPC AZ W     -   0.99972861  x   1.00004361  =   0.99977221
 GQ0306!UTM  12      -   0.99972861  x   0.99988419  =   0.99961284
 GQ0306
 GQ0306:                Primary Azimuth Mark                     Grid Az
 GQ0306:SPC AZ W     -  PHILLIPS AZ MK                           175 46 46.8
 GQ0306:UTM  12      -  PHILLIPS AZ MK                           177 24 48.5
 GQ0306
 GQ0306|---------------------------------------------------------------------|
 GQ0306| PID    Reference Object                     Distance      Geod. Az  |
 GQ0306|                                                           dddmmss.s |
 GQ0306| CH3908 PHILLIPS AZ MK                                     1762424.0 |
 GQ0306| CH3910 PHILLIPS RM 2                         8.934 METERS 19013     |
 GQ0306| CH3909 PHILLIPS RM 1                         4.342 METERS 32938     |
 GQ0306|---------------------------------------------------------------------|
 GQ0306
 GQ0306                          SUPERSEDED SURVEY CONTROL
 GQ0306
 GQ0306  NAD 83(1986)-  36 26 35.14779(N)    112 41 40.37317(W) AD(       ) 2
 GQ0306  NAD 27      -  36 26 35.20700(N)    112 41 37.67200(W) AD(       ) 2
 GQ0306  NGVD 29 (07/19/86) 1751.97   (m)         5747.9    (f) LEVELING    3  
 GQ0306
 GQ0306.Superseded values are not recommended for survey control.
 GQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0306.See file dsdata.txt to determine how the superseded data were derived.
 GQ0306
 GQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4812734431(NAD 83)
 GQ0306_MARKER: DS = TRIANGULATION STATION DISK
 GQ0306_SETTING: 80 = SET IN A BOULDER
 GQ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0306+STABILITY: SURFACE MOTION
 GQ0306
 GQ0306  HISTORY     - Date     Condition        Report By
 GQ0306  HISTORY     - 1903     MONUMENTED       USGS
 GQ0306  HISTORY     - 1933     GOOD             USGS
 GQ0306  HISTORY     - 1934     GOOD             USGS
 GQ0306  HISTORY     - 1953     GOOD             CGS
 GQ0306  HISTORY     - 1956     GOOD             USGS
 GQ0306
 GQ0306                          STATION DESCRIPTION
 GQ0306
 GQ0306'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0306'LOCATED ON WEST RIM OF KANAB CANYON, NEAR NORTHWEST CORNER OF
 GQ0306'LAST BAY BEFORE RIM OF KANAB CANYON JOINS NORTH RIM OF GRAND
 GQ0306'CANYON.
 GQ0306'
 GQ0306'TO REACH FROM FINLEY RESERVOIR AND BLACK KNOLLS, TAKE WAGON RD.
 GQ0306'CEDAR AND PINON TIMBER IS N. AND W. OF STATION.
 GQ0306'
 GQ0306'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0306'IN LIMESTONE ROCK.
 GQ0306
 GQ0306                          STATION RECOVERY (1933)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0306'RECOVERED IN GOOD CONDITION.
 GQ0306'
 GQ0306'LOCATED ABOUT 8 MI S. AND E. OF FINLEYS UPPER RESERVOIR.  ABOUT
 GQ0306'300 FT. W. OF RIM OF KANAB CANYON, AT WEST EDGE OF DIM
 GQ0306'SHEEP-HERDERS RD. WHICH RUNS N. AND S. NEAR RIM.
 GQ0306
 GQ0306                          STATION RECOVERY (1934)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0306'STATION IS ON THE KANAB PLATEAU, ABOUT 4 MILES (AIR LINE)
 GQ0306'NW OF JUNCTION OF GRAND CANYON AND KANAB CANYON, ON N RIM
 GQ0306'OF GRAND CANYON, 100 YARDS W OF KANAB CANYON RIM, 23 FEET E OF
 GQ0306'RUDE WAGON ROAD RUNNING N AND S ALONG CANYON RIM.
 GQ0306'
 GQ0306'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0306'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0306'STATION MARK IS STAMPED U.S.G.S.  IT IS 5749
 GQ0306'FEET FROM THE STATION.
 GQ0306'
 GQ0306'BEST REACHED FROM FREDONIA BY TAKING PIPE SPRINGS HIGHWAY
 GQ0306'W 8.2 MILES, TURN LEFT GO 4.0 MILES, PASS THRU GATE, GO 3.3
 GQ0306'MILES AND TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 0.5 MILE
 GQ0306'TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 1.1 MILES AND AGAIN
 GQ0306'TAKE RIGHT FORK, GO 8.7 MILES AND TAKE LEFT FORK, GO 0.3
 GQ0306'MILE AND KEEP LEFT ON MAIN-TRAVELED ROAD, GO 5.2 MILES PASS
 GQ0306'RESERVOIR HACKS.  CONTINUE ON MAIN-TRAVELED ROAD 3.6 MILES
 GQ0306'AND KEEP RIGHT ON MAIN-TRAVELED ROAD, GO 1.2 MILES AND TAKE
 GQ0306'LEFT FORK, GO 1.7 MILES MAIN-TRAVELED ROAD, TAKE LEFT FORK
 GQ0306'GO 3.0 MILES AND KEEP RIGHT ON MAIN-TRAVELED ROAD.  GO 1.8
 GQ0306'MILES AND PASS LOWER FINLEY TANK AND CONTINUE S 2.0 MILES
 GQ0306'TO UPPER FINLEY TANK AND SHACK.  FROM HERE TAKE ROAD PASS E
 GQ0306'SIDE OF SHACK FOLLOW VALLEY E FOR 1.6 MILES, TAKE RIGHT FORK
 GQ0306'AND GO 4.8 MILES ALONG WAGON ROAD EASTERLY, TO A BENCH MARK,
 GQ0306'TURN SHARP RIGHT (S).  FOLLOW RUDE WAGON ROAD S FOR 2.1
 GQ0306'MILES TO STATION.  RECOMMEND THAT INQUIRIES BE MADE AT
 GQ0306'FINLEYS SHACK CONCERNING THE ROADS OUT TO STATION
 GQ0306'PHILLIPS, WITH WHICH THEY ARE ACQUAINTED.  ABOUT 3-1/2 HOUR
 GQ0306'DRIVE FROM FREDONIA, ARIZONA.
 GQ0306
 GQ0306                          STATION RECOVERY (1953)
 GQ0306
 GQ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0306'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED
 GQ0306'AND WERE FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH MARK
 GQ0306'FOR THE STATION WAS ESTABLISHED.
 GQ0306'
 GQ0306'THE STATION IS ABOUT 38 MILES SOUTH OF FREDONIA, AT THE WEST
 GQ0306'EDGE OF THE KANAB PLATEAU, ABOUT 4 MILES NORTHWEST OF THE
 GQ0306'JUNCTION OF KANAB CANYON AND GRAND CANYON, 100 YARDS WEST
 GQ0306'OF THE RIM OF KANAB CANYON AND 23 FEET EAST OF A DIM TRACK
 GQ0306'ROAD THAT RUNS NORTH AND SOUTH ALONG THE CANYON RIM.
 GQ0306'
 GQ0306'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0306'IN FREDONIA GO NORTH FOR 0.05 MILE TO THE ROAD TO PIPE SPRINGS
 GQ0306'ON THE LEFT.  TURN LEFT, WEST, AND FOLLOW THE ROAD WEST AND
 GQ0306'SOUTHWEST FOR 8.3 MILES TO A ROAD JUNCTION.  TAKE THE LEFT
 GQ0306'FORK AND CONTINUE SOUTHWESTERLY ON THE MAIN ROAD FOR 25.7
 GQ0306'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0306'1.5 MILES TO A GATE.  PASS THROUGH THE GATE, TAKE THE LEFT
 GQ0306'FORK, AND CONTINUE SOUTHERLY FOR 3.4 MILES TO A ROAD FORK
 GQ0306'AT A CABIN ON THE RIGHT.  TAKE THE LEFT FORK, PASSING TO THE
 GQ0306'LEFT OF THE CORRAL, AND CONTINUE 0.4 MILE TO A ROAD
 GQ0306'INTERSECTION.  BEAR LEFT AND CONTINUE SOUTHEASTERLY ON THE MAIN
 GQ0306'ROAD FOR 2.6 MILES TO A GATE.  PASS THROUGH THE GATE AND
 GQ0306'FOLLOW THE MAIN ROAD EASTERLY FOR 1.7 MILES TO A FORK AT THE
 GQ0306'NORTHEAST CORNER OF A RESERVOIR (FINLEYS LOWER TANK).
 GQ0306'BEAR RIGHT AND CONTINUE ON THE MAIN ROAD, SOUTHERLY AND
 GQ0306'ALONG THE EAST SIDE OF THE FENCE, FOR 1.8 MILES TO TWO
 GQ0306'CONSECUTIVE GATES.  PASS THROUGH THE GATES AND CONTINUE
 GQ0306'SOUTHEASTERLY FOR 0.3 MILE TO A FORK, JUST BEFORE REACHING A
 GQ0306'SMALL BARN ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE 0.4
 GQ0306'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0306'SOUTHEAST FOR 1.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0306'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH, FOR 0.5
 GQ0306'MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD, SOUTH, FOR
 GQ0306'1.9 MILES TO THE TOP OF A RIDGE AND A TRIANGULAR BLAZE ON A
 GQ0306'PINYON TREE ON THE RIGHT.  BEAR RIGHT, SOUTHWEST, AND CONTINUE
 GQ0306'SOUTHERLY ON THE TRACK ROAD FOR 1.2 MILES TO A T-INTERSECTION.
 GQ0306'TURN LEFT, EAST, AND FOLLOW THE MAIN ROAD SOUTHEASTERLY FOR
 GQ0306'6.0 MILES TO A ROAD INTERSECTION AT U.S. GEOLOGICAL SURVEY
 GQ0306'BENCH MARK H 148.  TURN SHARPLY LEFT, NORTH, AND FOLLOW THE
 GQ0306'MAIN ROAD FOR 2.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0306'FOLLOW THE DIM TRACK ROAD FOR 1.4 MILES TO A WHITE WITNESS
 GQ0306'POST ON THE RIGHT AND THE AZIMUTH MARK ON THE RIM 40 YARDS TO
 GQ0306'THE NORTHEAST OF THE ROAD.  CONTINUE NORTH FOR 0.4 MILE TO
 GQ0306'THE STATION ON THE RIGHT.
 GQ0306'
 GQ0306'THE STATION MARK IS STAMPED 5749.  IT IS A STANDARD U.S.
 GQ0306'GEOLOGICAL SURVEY BENCH MARK SET IN AN 18-INCH BY 24-INCH
 GQ0306'BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15
 GQ0306'FEET EAST OF A WHITE WITNESS POST.
 GQ0306'
 GQ0306'REFERENCE MARK 1 IS STAMPED PHILLIPS NO 1 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN BEDROCK FLUSH WITH THE SURFACE
 GQ0306'OF THE GROUND.  IT IS 16 FEET EAST OF THE ROAD AND 16 FEET
 GQ0306'NORTH OF A WHITE WITNESS POST.
 GQ0306'
 GQ0306'REFERENCE MARK 2 IS STAMPED PHILLIPS NO 2 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN A 10-INCH BY 12-INCH OUTCROP
 GQ0306'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTH
 GQ0306'OF THE WITNESS POST AND 10 FEET EAST OF THE ROAD.
 GQ0306'
 GQ0306'THE AZIMUTH MARK IS STAMPED PHILLIPS USGS 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN AN 18-INCH BEDROCK LEDGE
 GQ0306'ALONG THE RIM OF THE CANYON.
 GQ0306
 GQ0306                          STATION RECOVERY (1956)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0360 ***********************************************************************
 FS0360  DESIGNATION -  575+50
 FS0360  PID         -  FS0360
 FS0360  STATE/COUNTY-  AZ/MOHAVE
 FS0360  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0360
 FS0360                         *CURRENT SURVEY CONTROL
 FS0360  ___________________________________________________________________
 FS0360* NAD 83(1986)-  35 30 10.     (N)    114 20 03.     (W)     SCALED    
 FS0360* NAVD 88     -       940.369  (meters)    3085.19   (feet)  POSTED    
 FS0360  ___________________________________________________________________
 FS0360  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0360  DYNAMIC HT  -         939.290 (meters)    3081.65  (feet)  COMP
 FS0360  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 FS0360
 FS0360  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0360
 FS0360.The horizontal coordinates were scaled from a topographic map and have
 FS0360.an estimated accuracy of +/- 6 seconds.
 FS0360
 FS0360.The orthometric height was determined by differential leveling
 FS0360.and adjusted by the National Geodetic Survey in 1992..
 FS0360.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0360.rate of 1.1 thru 2.0 mm/km.
 FS0360
 FS0360.The geoid height was determined by GEOID03.
 FS0360
 FS0360.The dynamic height is computed by dividing the NAVD 88
 FS0360.geopotential number by the normal gravity value computed on the
 FS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0360.degrees latitude (g = 980.6199 gals.).
 FS0360
 FS0360.The modeled gravity was interpolated from observed gravity values.
 FS0360
 FS0360;                    North         East    Units  Estimated Accuracy
 FS0360;SPC AZ W     -   499,520.      160,360.      MT  (+/- 180 meters Scaled)
 FS0360
 FS0360                          SUPERSEDED SURVEY CONTROL
 FS0360
 FS0360  NGVD 29 (??/??/92)  939.582  (m)         3082.61   (f) ADJ UNCH    1 1
 FS0360
 FS0360.Superseded values are not recommended for survey control.
 FS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0360.See file dsdata.txt to determine how the superseded data were derived.
 FS0360
 FS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV417320(NAD 83)
 FS0360_MARKER: DD = SURVEY DISK
 FS0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0360_SP_SET: CULVERT
 FS0360_STAMPING: 575+50 3083-26 1935
 FS0360_MARK LOGO: AZHD  
 FS0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0360
 FS0360  HISTORY     - Date     Condition        Report By
 FS0360  HISTORY     - 1935     MONUMENTED       AZHD
 FS0360  HISTORY     - 1949     GOOD             NGS
 FS0360  HISTORY     - 1982     GOOD             NGS
 FS0360
 FS0360                          STATION DESCRIPTION
 FS0360
 FS0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0360'8.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0360'8.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0360'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0360'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0360'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST
 FS0360'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0360'HIGHWAY.
 FS0360
 FS0360                          STATION RECOVERY (1982)
 FS0360
 FS0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0360'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0211 ***********************************************************************
 FP0211  DESIGNATION -  5760.16
 FP0211  PID         -  FP0211
 FP0211  STATE/COUNTY-  AZ/APACHE
 FP0211  USGS QUAD   -  CHAMBERS (1971)
 FP0211
 FP0211                         *CURRENT SURVEY CONTROL
 FP0211  ___________________________________________________________________
 FP0211* NAD 83(1986)-  35 11 31.     (N)    109 25 39.     (W)     SCALED    
 FP0211* NAVD 88     -      1756.680  (meters)    5763.37   (feet)  ADJUSTED  
 FP0211  ___________________________________________________________________
 FP0211  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FP0211  DYNAMIC HT  -        1754.238 (meters)    5755.36  (feet)  COMP
 FP0211  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0211
 FP0211  VERT ORDER  -  SECOND    CLASS 0
 FP0211
 FP0211.The horizontal coordinates were scaled from a topographic map and have
 FP0211.an estimated accuracy of +/- 6 seconds.
 FP0211
 FP0211.The orthometric height was determined by differential leveling
 FP0211.and adjusted by the National Geodetic Survey in June 1991..
 FP0211
 FP0211.The geoid height was determined by GEOID03.
 FP0211
 FP0211.The dynamic height is computed by dividing the NAVD 88
 FP0211.geopotential number by the normal gravity value computed on the
 FP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0211.degrees latitude (g = 980.6199 gals.).
 FP0211
 FP0211.The modeled gravity was interpolated from observed gravity values.
 FP0211
 FP0211;                    North         East    Units  Estimated Accuracy
 FP0211;SPC AZ E     -   465,120.      280,670.      MT  (+/- 180 meters Scaled)
 FP0211
 FP0211                          SUPERSEDED SURVEY CONTROL
 FP0211
 FP0211  NGVD 29 (??/??/92) 1755.756  (m)         5760.34   (f) ADJ UNCH    2 0
 FP0211
 FP0211.Superseded values are not recommended for survey control.
 FP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0211.See file dsdata.txt to determine how the superseded data were derived.
 FP0211
 FP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD431954(NAD 83)
 FP0211_MARKER: DD = SURVEY DISK
 FP0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0211_SP_SET: BRIDGE
 FP0211_STAMPING: 5760.16 1414+82 1952
 FP0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0211
 FP0211  HISTORY     - Date     Condition        Report By
 FP0211  HISTORY     - 1952     MONUMENTED       AZHD
 FP0211  HISTORY     - 1959     GOOD             NGS
 FP0211  HISTORY     - 1971     GOOD             USGS
 FP0211  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0211
 FP0211                          STATION DESCRIPTION
 FP0211
 FP0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0211'8.3 MI E FROM NAVAJO POST OFFICE.
 FP0211'8.3 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0211'0.5 MILE EAST OF THE CHEIFTAIN MOTEL AND CAFE, 0.3 MILE WEST OF
 FP0211'MILEPOST 356, 20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN
 FP0211'THE CENTER OF THE SOUTH HEADWALL OF A 60-FOOT CONCRETE BRIDGE. NOTE--
 FP0211'THE STAMPING HAS BEEN ALTERED, BUT THE ORIGINAL STAMPING IS STILL
 FP0211'LEGIBLE.  USE WITH CAUTION.
 FP0211
 FP0211                          STATION RECOVERY (1971)
 FP0211
 FP0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0211'RECOVERED IN GOOD CONDITION.
 FP0211
 FP0211                          STATION RECOVERY (1983)
 FP0211
 FP0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0211'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0395 ***********************************************************************
 FP0395  DESIGNATION -  5762.85
 FP0395  PID         -  FP0395
 FP0395  STATE/COUNTY-  AZ/APACHE
 FP0395  USGS QUAD   -  CHAMBERS (1971)
 FP0395
 FP0395                         *CURRENT SURVEY CONTROL
 FP0395  ___________________________________________________________________
 FP0395* NAD 83(1986)-  35 11 24.     (N)    109 26 20.     (W)     SCALED    
 FP0395* NAVD 88     -      1757.236  (meters)    5765.20   (feet)  ADJUSTED  
 FP0395  ___________________________________________________________________
 FP0395  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0395  DYNAMIC HT  -        1754.793 (meters)    5757.18  (feet)  COMP
 FP0395  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0395
 FP0395  VERT ORDER  -  FIRST     CLASS II
 FP0395
 FP0395.The horizontal coordinates were scaled from a topographic map and have
 FP0395.an estimated accuracy of +/- 6 seconds.
 FP0395
 FP0395.The orthometric height was determined by differential leveling
 FP0395.and adjusted by the National Geodetic Survey in June 1991..
 FP0395
 FP0395.The geoid height was determined by GEOID03.
 FP0395
 FP0395.The dynamic height is computed by dividing the NAVD 88
 FP0395.geopotential number by the normal gravity value computed on the
 FP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0395.degrees latitude (g = 980.6199 gals.).
 FP0395
 FP0395.The modeled gravity was interpolated from observed gravity values.
 FP0395
 FP0395;                    North         East    Units  Estimated Accuracy
 FP0395;SPC AZ E     -   464,890.      279,640.      MT  (+/- 180 meters Scaled)
 FP0395
 FP0395                          SUPERSEDED SURVEY CONTROL
 FP0395
 FP0395.No superseded survey control is available for this station.
 FP0395
 FP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD421952(NAD 83)
 FP0395_MARKER: DB = BENCH MARK DISK
 FP0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0395_SP_SET: HEADWALL
 FP0395_STAMPING: 5762.85 1375X38 1964
 FP0395_MARK LOGO: AZDT  
 FP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0395+STABILITY: SURFACE MOTION
 FP0395
 FP0395  HISTORY     - Date     Condition        Report By
 FP0395  HISTORY     - 1964     MONUMENTED       AZDT
 FP0395  HISTORY     - 1983     GOOD             NGS
 FP0395
 FP0395                          STATION DESCRIPTION
 FP0395
 FP0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0395'0.3 KM (0.2 MI) SW FROM CHAMBERS.
 FP0395'0.3 KM (0.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0395'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0395'THE CENTER OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT
 FP0395'UNDER THE NORTH FRONTAGE ROAD, 31.1 METERS (102.0 FT) NORTHWEST OF THE
 FP0395'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 6.1 METERS
 FP0395'(20.0 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD.
 FP0395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0075 ***********************************************************************
 ET0075  DESIGNATION -  5763
 ET0075  PID         -  ET0075
 ET0075  STATE/COUNTY-  AZ/YAVAPAI
 ET0075  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0075
 ET0075                         *CURRENT SURVEY CONTROL
 ET0075  ___________________________________________________________________
 ET0075* NAD 83(1986)-  34 40 37.     (N)    112 11 31.     (W)     SCALED    
 ET0075* NAVD 88     -      1759.914  (meters)    5773.98   (feet)  POSTED    
 ET0075  ___________________________________________________________________
 ET0075  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ET0075  DYNAMIC HT  -        1757.480 (meters)    5766.00  (feet)  COMP
 ET0075  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 ET0075
 ET0075  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0075
 ET0075.The horizontal coordinates were scaled from a topographic map and have
 ET0075.an estimated accuracy of +/- 6 seconds.
 ET0075
 ET0075.The orthometric height was determined by differential leveling
 ET0075.and adjusted by the National Geodetic Survey in November 2005..
 ET0075.No vertical observational check was made to the station.
 ET0075.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0075.was located on a no-check spur therefore a value was not computed.
 ET0075
 ET0075.The geoid height was determined by GEOID03.
 ET0075
 ET0075.The dynamic height is computed by dividing the NAVD 88
 ET0075.geopotential number by the normal gravity value computed on the
 ET0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0075.degrees latitude (g = 980.6199 gals.).
 ET0075
 ET0075.The modeled gravity was interpolated from observed gravity values.
 ET0075
 ET0075;                    North         East    Units  Estimated Accuracy
 ET0075;SPC AZ C     -   407,770.      188,140.      MT  (+/- 180 meters Scaled)
 ET0075
 ET0075                          SUPERSEDED SURVEY CONTROL
 ET0075
 ET0075  NGVD 29 (??/??/92) 1759.040  (m)         5771.12   (f) ADJ UNCH    1 2
 ET0075
 ET0075.Superseded values are not recommended for survey control.
 ET0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0075.See file dsdata.txt to determine how the superseded data were derived.
 ET0075
 ET0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD908378(NAD 83)
 ET0075_MARKER: P = PIPE CAP
 ET0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0075
 ET0075  HISTORY     - Date     Condition        Report By
 ET0075  HISTORY     - UNK      MONUMENTED       USGS
 ET0075  HISTORY     - 1933     GOOD             NGS
 ET0075
 ET0075                          STATION DESCRIPTION
 ET0075
 ET0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0075'12.5 MI SW FROM JOROME.
 ET0075'MOUTH OF YEAGER CANYON, IRON POST, IN SOUTHEAST CORNER OF ABANDONED
 ET0075'CARTER RANCH YARD, (ALSO KNOWN AS HART RANCH), UNDER APPLE TREE,
 ET0075'SOUTHEAST BANK OF STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1762 ***********************************************************************
 DU1762  DESIGNATION -  576+49.441 RESET
 DU1762  PID         -  DU1762
 DU1762  STATE/COUNTY-  AZ/MARICOPA
 DU1762  USGS QUAD   -  CURRYS CORNER (1982)
 DU1762
 DU1762                         *CURRENT SURVEY CONTROL
 DU1762  ___________________________________________________________________
 DU1762* NAD 83(1986)-  33 37 51.     (N)    111 53 26.     (W)     SCALED    
 DU1762* NAVD 88     -       461.105  (meters)    1512.81   (feet)  ADJUSTED  
 DU1762  ___________________________________________________________________
 DU1762  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1762  DYNAMIC HT  -         460.559 (meters)    1511.02  (feet)  COMP
 DU1762  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DU1762
 DU1762  VERT ORDER  -  SECOND    CLASS I
 DU1762
 DU1762.The horizontal coordinates were scaled from a topographic map and have
 DU1762.an estimated accuracy of +/- 6 seconds.
 DU1762
 DU1762.The orthometric height was determined by differential leveling
 DU1762.and adjusted by the National Geodetic Survey in November 1993..
 DU1762
 DU1762.The geoid height was determined by GEOID03.
 DU1762
 DU1762.The dynamic height is computed by dividing the NAVD 88
 DU1762.geopotential number by the normal gravity value computed on the
 DU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1762.degrees latitude (g = 980.6199 gals.).
 DU1762
 DU1762.The modeled gravity was interpolated from observed gravity values.
 DU1762
 DU1762;                    North         East    Units  Estimated Accuracy
 DU1762;SPC AZ C     -   291,710.      215,780.      MT  (+/- 180 meters Scaled)
 DU1762
 DU1762                          SUPERSEDED SURVEY CONTROL
 DU1762
 DU1762.No superseded survey control is available for this station.
 DU1762
 DU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC174215(NAD 83)
 DU1762_MARKER: DD = SURVEY DISK
 DU1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1762_SP_SET: CONCRETE POST
 DU1762_STAMPING: 576+49.441 RESET
 DU1762_MARK LOGO: BOR   
 DU1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1762+STABILITY: SURFACE MOTION
 DU1762
 DU1762  HISTORY     - Date     Condition        Report By
 DU1762  HISTORY     - UNK      MONUMENTED       BOR
 DU1762  HISTORY     - 1984     GOOD             AZDT
 DU1762  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1762
 DU1762                          STATION DESCRIPTION
 DU1762
 DU1762'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1762'IN PHOENIX.
 DU1762'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1762'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1762'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1762'FENCE OF THE CANAL FOR 14.421 KM (8.95 MI) TO THE MARK, 15.64 METERS
 DU1762'(51.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 21.34 METERS
 DU1762'(70.0 FT) EAST OF A POWER POLE, 30.48 METERS (100.0 FT) SOUTH OF THE
 DU1762'CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DU1762
 DU1762                          STATION RECOVERY (2004)
 DU1762
 DU1762'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0021 ***********************************************************************
 FR0021  DESIGNATION -  5798
 FR0021  PID         -  FR0021
 FR0021  STATE/COUNTY-  AZ/COCONINO
 FR0021  USGS QUAD   -  VALLE TANK (1989)
 FR0021
 FR0021                         *CURRENT SURVEY CONTROL
 FR0021  ___________________________________________________________________
 FR0021* NAD 83(1986)-  35 42 48.     (N)    112 14 52.     (W)     SCALED    
 FR0021* NAVD 88     -      1766.788  (meters)    5796.54   (feet)  POSTED    
 FR0021  ___________________________________________________________________
 FR0021  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0021  DYNAMIC HT  -        1764.470 (meters)    5788.93  (feet)  COMP
 FR0021  MODELED GRAV-     979,259.9   (mgal)                       NAVD 88
 FR0021
 FR0021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0021
 FR0021.The horizontal coordinates were scaled from a topographic map and have
 FR0021.an estimated accuracy of +/- 6 seconds.
 FR0021
 FR0021.The orthometric height was determined by differential leveling
 FR0021.and adjusted by the National Geodetic Survey in 1992..
 FR0021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0021.rate of 0.0 thru 1.0 mm/km.
 FR0021
 FR0021.The geoid height was determined by GEOID03.
 FR0021
 FR0021.The dynamic height is computed by dividing the NAVD 88
 FR0021.geopotential number by the normal gravity value computed on the
 FR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0021.degrees latitude (g = 980.6199 gals.).
 FR0021
 FR0021.The modeled gravity was interpolated from observed gravity values.
 FR0021
 FR0021;                    North         East    Units  Estimated Accuracy
 FR0021;SPC AZ C     -   522,760.      183,400.      MT  (+/- 180 meters Scaled)
 FR0021
 FR0021                          SUPERSEDED SURVEY CONTROL
 FR0021
 FR0021  NGVD 29 (??/??/92) 1765.939  (m)         5793.75   (f) ADJ UNCH    2 0
 FR0021
 FR0021.Superseded values are not recommended for survey control.
 FR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0021.See file dsdata.txt to determine how the superseded data were derived.
 FR0021
 FR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE871528(NAD 83)
 FR0021_MARKER: P = PIPE CAP
 FR0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0021_STAMPING: 5798 CANYON
 FR0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0021
 FR0021  HISTORY     - Date     Condition        Report By
 FR0021  HISTORY     - UNK      MONUMENTED       USGS
 FR0021  HISTORY     - 1934     GOOD             NGS
 FR0021
 FR0021                          STATION DESCRIPTION
 FR0021
 FR0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0021'29.75 MI S FROM GRAND CANYON.
 FR0021'ABOUT 29-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0021'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 4 FEET
 FR0021'SOUTH OF MILEPOST 34, 29 FEET NORTHWEST OF A HAND CAR TURN-OUT
 FR0021'PLATFORM, AND 28 FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED
 FR0021'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5798 CANYON AND RIVETED
 FR0021'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1556 ***********************************************************************
 DV1556  DESIGNATION -  58 A
 DV1556  PID         -  DV1556
 DV1556  STATE/COUNTY-  AZ/MARICOPA
 DV1556  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1556
 DV1556                         *CURRENT SURVEY CONTROL
 DV1556  ___________________________________________________________________
 DV1556* NAD 83(1986)-  33 30 36.     (N)    113 00 59.     (W)     SCALED    
 DV1556* NAVD 88     -       381.97   (+/-2cm)    1253.2    (feet)  VERTCON   
 DV1556  ___________________________________________________________________
 DV1556  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1556
 DV1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1556
 DV1556.The horizontal coordinates were scaled from a topographic map and have
 DV1556.an estimated accuracy of +/- 6 seconds.
 DV1556
 DV1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1556.The vertical order pertains to the NGVD 29 superseded value.
 DV1556
 DV1556.The geoid height was determined by GEOID03.
 DV1556
 DV1556;                    North         East    Units  Estimated Accuracy
 DV1556;SPC AZ C     -   278,850.      111,190.      MT  (+/- 180 meters Scaled)
 DV1556
 DV1556                          SUPERSEDED SURVEY CONTROL
 DV1556
 DV1556  NGVD 29 (??/??/92)  381.319  (m)         1251.04   (f) ADJ UNCH    2 0
 DV1556
 DV1556.Superseded values are not recommended for survey control.
 DV1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1556.See file dsdata.txt to determine how the superseded data were derived.
 DV1556
 DV1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC127096(NAD 83)
 DV1556_MARKER: DD = SURVEY DISK
 DV1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1556_STAMPING: 58 A 1962
 DV1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1556+STABILITY: SURFACE MOTION
 DV1556
 DV1556  HISTORY     - Date     Condition        Report By
 DV1556  HISTORY     - 1962     MONUMENTED       AZHD
 DV1556
 DV1556                          STATION DESCRIPTION
 DV1556
 DV1556'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1556'5.15 MI NW FROM TOROPAH.
 DV1556'0.5 MILE EAST-SOUTHEAST OF H 415 58, AN ARIZONA HIGHWAY DEPARTMENT
 DV1556'DISK STAMPED 58 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1556'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1556'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1008 ***********************************************************************
 FR1008  DESIGNATION -  58 EMH
 FR1008  PID         -  FR1008
 FR1008  STATE/COUNTY-  AZ/COCONINO
 FR1008  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1008
 FR1008                         *CURRENT SURVEY CONTROL
 FR1008  ___________________________________________________________________
 FR1008* NAD 83(1986)-  35 22 44.     (N)    112 35 41.     (W)     SCALED    
 FR1008* NAVD 88     -      1728.265  (meters)    5670.15   (feet)  POSTED    
 FR1008  ___________________________________________________________________
 FR1008  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 FR1008  DYNAMIC HT  -        1725.970 (meters)    5662.62  (feet)  COMP
 FR1008  MODELED GRAV-     979,244.3   (mgal)                       NAVD 88
 FR1008
 FR1008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1008
 FR1008.The horizontal coordinates were scaled from a topographic map and have
 FR1008.an estimated accuracy of +/- 6 seconds.
 FR1008
 FR1008.The orthometric height was determined by differential leveling
 FR1008.and adjusted by the National Geodetic Survey in 1992..
 FR1008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1008.rate of 0.0 thru 1.0 mm/km.
 FR1008
 FR1008.The geoid height was determined by GEOID03.
 FR1008
 FR1008.The dynamic height is computed by dividing the NAVD 88
 FR1008.geopotential number by the normal gravity value computed on the
 FR1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1008.degrees latitude (g = 980.6199 gals.).
 FR1008
 FR1008.The modeled gravity was interpolated from observed gravity values.
 FR1008
 FR1008;                    North         East    Units  Estimated Accuracy
 FR1008;SPC AZ C     -   485,820.      151,750.      MT  (+/- 180 meters Scaled)
 FR1008
 FR1008                          SUPERSEDED SURVEY CONTROL
 FR1008
 FR1008.No superseded survey control is available for this station.
 FR1008
 FR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE551162(NAD 83)
 FR1008_MARKER: DB = BENCH MARK DISK
 FR1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1008_SP_SET: COPPER-CLAD STEEL ROD
 FR1008_STAMPING: 58 EMH 1973 5667
 FR1008_MARK LOGO: USGS  
 FR1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1008
 FR1008  HISTORY     - Date     Condition        Report By
 FR1008  HISTORY     - 1973     MONUMENTED       USGS
 FR1008
 FR1008                          STATION DESCRIPTION
 FR1008
 FR1008'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1008'34.1 KM (21.20 MI) NE FROM SELIGMAN.
 FR1008'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1008'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1008'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1008'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1008'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1008'ROAD, THENCE 0.8 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.4
 FR1008'MILES SOUTHWEST OF A STOCK TANK ON THE SOUTH SIDE OF THE ROAD, 36
 FR1008'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1008'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0650 ***********************************************************************
 FP0650  DESIGNATION -  58 HLS
 FP0650  PID         -  FP0650
 FP0650  STATE/COUNTY-  AZ/APACHE
 FP0650  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0650
 FP0650                         *CURRENT SURVEY CONTROL
 FP0650  ___________________________________________________________________
 FP0650* NAD 83(1986)-  35 24 12.     (N)    109 30 21.     (W)     SCALED    
 FP0650* NAVD 88     -      1873.485  (meters)    6146.59   (feet)  ADJUSTED  
 FP0650  ___________________________________________________________________
 FP0650  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 FP0650  DYNAMIC HT  -        1870.877 (meters)    6138.04  (feet)  COMP
 FP0650  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 FP0650
 FP0650  VERT ORDER  -  SECOND    CLASS II
 FP0650
 FP0650.The horizontal coordinates were scaled from a topographic map and have
 FP0650.an estimated accuracy of +/- 6 seconds.
 FP0650
 FP0650.The orthometric height was determined by differential leveling
 FP0650.and adjusted by the National Geodetic Survey in June 1991..
 FP0650
 FP0650.The geoid height was determined by GEOID03.
 FP0650
 FP0650.The dynamic height is computed by dividing the NAVD 88
 FP0650.geopotential number by the normal gravity value computed on the
 FP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0650.degrees latitude (g = 980.6199 gals.).
 FP0650
 FP0650.The modeled gravity was interpolated from observed gravity values.
 FP0650
 FP0650;                    North         East    Units  Estimated Accuracy
 FP0650;SPC AZ E     -   488,520.      273,380.      MT  (+/- 180 meters Scaled)
 FP0650
 FP0650                          SUPERSEDED SURVEY CONTROL
 FP0650
 FP0650.No superseded survey control is available for this station.
 FP0650
 FP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE356187(NAD 83)
 FP0650_MARKER: DB = BENCH MARK DISK
 FP0650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0650_SP_SET: HEADWALL
 FP0650_STAMPING: 58 HLS 1970 6143
 FP0650_MARK LOGO: USGS  
 FP0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0650+STABILITY: SURFACE MOTION
 FP0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0650+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0650
 FP0650  HISTORY     - Date     Condition        Report By
 FP0650  HISTORY     - 1970     MONUMENTED       USGS
 FP0650
 FP0650                          STATION DESCRIPTION
 FP0650
 FP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0650'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0650'OFFICE AT GANADO, ARIZONA), PROCEED 7.1 MILES SOUTH ALONG STATE
 FP0650'HIGHWAY 63 TO WILD RUINS WASH, 27 FEET WEST OF THE HIGHWAY, IN THE
 FP0650'TOP AND CENTER OF THE CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1548 ***********************************************************************
 CZ1548  DESIGNATION -  5+80.28
 CZ1548  PID         -  CZ1548
 CZ1548  STATE/COUNTY-  AZ/PINAL
 CZ1548  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1548
 CZ1548                         *CURRENT SURVEY CONTROL
 CZ1548  ___________________________________________________________________
 CZ1548* NAD 83(1986)-  32 38 50.     (N)    111 23 46.     (W)     SCALED    
 CZ1548* NAVD 88     -       556.07   (+/-2cm)    1824.4    (feet)  VERTCON   
 CZ1548  ___________________________________________________________________
 CZ1548  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1548
 CZ1548  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1548
 CZ1548.The horizontal coordinates were scaled from a topographic map and have
 CZ1548.an estimated accuracy of +/- 6 seconds.
 CZ1548
 CZ1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1548.The vertical order pertains to the NGVD 29 superseded value.
 CZ1548
 CZ1548.The geoid height was determined by GEOID03.
 CZ1548
 CZ1548;                    North         East    Units  Estimated Accuracy
 CZ1548;SPC AZ C     -   182,750.      262,200.      MT  (+/- 180 meters Scaled)
 CZ1548
 CZ1548                          SUPERSEDED SURVEY CONTROL
 CZ1548
 CZ1548  NGVD 29 (??/??/92)  555.498  (m)         1822.50   (f) ADJ UNCH    1 2
 CZ1548
 CZ1548.Superseded values are not recommended for survey control.
 CZ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1548.See file dsdata.txt to determine how the superseded data were derived.
 CZ1548
 CZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB628122(NAD 83)
 CZ1548_MARKER: DD = SURVEY DISK
 CZ1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1548_STAMPING: 5+80.28
 CZ1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1548+STABILITY: SURFACE MOTION
 CZ1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1548+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1548
 CZ1548  HISTORY     - Date     Condition        Report By
 CZ1548  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1548  HISTORY     - 1975     GOOD             AZDT
 CZ1548  HISTORY     - 20040513 GOOD             NGS
 CZ1548
 CZ1548                          STATION DESCRIPTION
 CZ1548
 CZ1548'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1548'7.75 MI SE FROM PICACHO.
 CZ1548'TO REACH FROM THE PICACHO PASS UNDERPASS, MILEPOST 219.8, I-10, SOUTH
 CZ1548'ON THE UNDERPASS ROAD, SWING RIGHT TO THE PARK AT THE FIRST TURN
 CZ1548'RIGHT, FOR 0.15 MILES AND TO THE STATION ON THE LEFT.  50 FT. SOUTH OF
 CZ1548'THE CENTERLINE OF THE PICACHO PARK ROAD.  4 FT. EAST OF AN ANGLE IRON,
 CZ1548'STENCILED, POT 5+80.28 AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1548'POST, UP 0.5 FT.
 CZ1548
 CZ1548                          STATION RECOVERY (2004)
 CZ1548
 CZ1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1548'POST IS 6 INCHES ACROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0025 ***********************************************************************
 FR0025  DESIGNATION -  5806
 FR0025  PID         -  FR0025
 FR0025  STATE/COUNTY-  AZ/COCONINO
 FR0025  USGS QUAD   -  HOWARD HILL (1979)
 FR0025
 FR0025                         *CURRENT SURVEY CONTROL
 FR0025  ___________________________________________________________________
 FR0025* NAD 83(1986)-  35 45 04.     (N)    112 15 57.     (W)     SCALED    
 FR0025* NAVD 88     -      1769.216  (meters)    5804.50   (feet)  POSTED    
 FR0025  ___________________________________________________________________
 FR0025  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FR0025  DYNAMIC HT  -        1766.900 (meters)    5796.90  (feet)  COMP
 FR0025  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 FR0025
 FR0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0025
 FR0025.The horizontal coordinates were scaled from a topographic map and have
 FR0025.an estimated accuracy of +/- 6 seconds.
 FR0025
 FR0025.The orthometric height was determined by differential leveling
 FR0025.and adjusted by the National Geodetic Survey in 1992..
 FR0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0025.rate of 0.0 thru 1.0 mm/km.
 FR0025
 FR0025.The geoid height was determined by GEOID03.
 FR0025
 FR0025.The dynamic height is computed by dividing the NAVD 88
 FR0025.geopotential number by the normal gravity value computed on the
 FR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0025.degrees latitude (g = 980.6199 gals.).
 FR0025
 FR0025.The modeled gravity was interpolated from observed gravity values.
 FR0025
 FR0025;                    North         East    Units  Estimated Accuracy
 FR0025;SPC AZ C     -   526,960.      181,780.      MT  (+/- 180 meters Scaled)
 FR0025
 FR0025                          SUPERSEDED SURVEY CONTROL
 FR0025
 FR0025  NGVD 29 (??/??/92) 1768.368  (m)         5801.72   (f) ADJ UNCH    2 0
 FR0025
 FR0025.Superseded values are not recommended for survey control.
 FR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0025.See file dsdata.txt to determine how the superseded data were derived.
 FR0025
 FR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE855570(NAD 83)
 FR0025_MARKER: P = PIPE CAP
 FR0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0025_STAMPING: 5806 CANYON
 FR0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0025+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0025
 FR0025  HISTORY     - Date     Condition        Report By
 FR0025  HISTORY     - UNK      MONUMENTED       USGS
 FR0025  HISTORY     - 1968     GOOD             NGS
 FR0025  HISTORY     - 20000715 GOOD             AZDT
 FR0025
 FR0025                          STATION DESCRIPTION
 FR0025
 FR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0025'0.8 MI S FROM WILLAHA.
 FR0025'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0025'THE SIDING SIGN AT WILLAHA, AT THE CROSSING OF A STEEL POWER
 FR0025'TRANSMISSION LINE, 4 1/2 FEET SOUTHWEST OF TELEPHONE POLE 9, 26.5 FEET
 FR0025'WEST OF THE WEST RAIL OF THE WEST TRACK, 39.4 FEET WEST AND ACROSS THE
 FR0025'TRACK FROM MILEPOST 37, 58 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 FR0025'SOUTH POWER LINE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 FR0025'HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 FR0025'PIPE PROJECTING 1.9 FEET ABOVE THE GROUND.
 FR0025
 FR0025                          STATION RECOVERY (2000)
 FR0025
 FR0025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0028 ***********************************************************************
 FR0028  DESIGNATION -  5816
 FR0028  PID         -  FR0028
 FR0028  STATE/COUNTY-  AZ/COCONINO
 FR0028  USGS QUAD   -  HOWARD HILL (1979)
 FR0028
 FR0028                         *CURRENT SURVEY CONTROL
 FR0028  ___________________________________________________________________
 FR0028* NAD 83(1986)-  35 47 36.     (N)    112 15 36.     (W)     SCALED    
 FR0028* NAVD 88     -      1772.347  (meters)    5814.78   (feet)  POSTED    
 FR0028  ___________________________________________________________________
 FR0028  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FR0028  DYNAMIC HT  -        1770.010 (meters)    5807.11  (feet)  COMP
 FR0028  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 FR0028
 FR0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0028
 FR0028.The horizontal coordinates were scaled from a topographic map and have
 FR0028.an estimated accuracy of +/- 6 seconds.
 FR0028
 FR0028.The orthometric height was determined by differential leveling
 FR0028.and adjusted by the National Geodetic Survey in 1992..
 FR0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0028.rate of 0.0 thru 1.0 mm/km.
 FR0028
 FR0028.The geoid height was determined by GEOID03.
 FR0028
 FR0028.The dynamic height is computed by dividing the NAVD 88
 FR0028.geopotential number by the normal gravity value computed on the
 FR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0028.degrees latitude (g = 980.6199 gals.).
 FR0028
 FR0028.The modeled gravity was interpolated from observed gravity values.
 FR0028
 FR0028;                    North         East    Units  Estimated Accuracy
 FR0028;SPC AZ C     -   531,640.      182,330.      MT  (+/- 180 meters Scaled)
 FR0028
 FR0028                          SUPERSEDED SURVEY CONTROL
 FR0028
 FR0028  NGVD 29 (??/??/92) 1771.471  (m)         5811.90   (f) ADJ UNCH    2 0
 FR0028
 FR0028.Superseded values are not recommended for survey control.
 FR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0028.See file dsdata.txt to determine how the superseded data were derived.
 FR0028
 FR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE861617(NAD 83)
 FR0028_MARKER: DD = SURVEY DISK
 FR0028_SETTING: 66 = SET IN ROCK OUTCROP
 FR0028_SP_SET: LIMESTONE OUTCROP
 FR0028_STAMPING: 5816 CANYON
 FR0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0028+STABILITY: POSITION/ELEVATION WELL
 FR0028
 FR0028  HISTORY     - Date     Condition        Report By
 FR0028  HISTORY     - UNK      MONUMENTED       USGS
 FR0028  HISTORY     - 1934     GOOD             NGS
 FR0028
 FR0028                          STATION DESCRIPTION
 FR0028
 FR0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0028'23.75 MI S FROM GRAND CANYON.
 FR0028'ABOUT 23-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0028'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT
 FR0028'1-1/2 POLES SOUTH OF MILEPOST 40, THE CENTER LINE OF THE TRACK, 4 FEET
 FR0028'WEST OF A LARGE STONE MOUND, AND IN THE TOP OF A LIMESTONE OUTCROP. A
 FR0028'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK. STAMPED 5816 CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0032 ***********************************************************************
 FR0032  DESIGNATION -  5850
 FR0032  PID         -  FR0032
 FR0032  STATE/COUNTY-  AZ/COCONINO
 FR0032  USGS QUAD   -  HOWARD HILL (1979)
 FR0032
 FR0032                         *CURRENT SURVEY CONTROL
 FR0032  ___________________________________________________________________
 FR0032* NAD 83(1986)-  35 50 11.     (N)    112 15 20.     (W)     SCALED    
 FR0032* NAVD 88     -      1782.603  (meters)    5848.42   (feet)  POSTED    
 FR0032  ___________________________________________________________________
 FR0032  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FR0032  DYNAMIC HT  -        1780.270 (meters)    5840.77  (feet)  COMP
 FR0032  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 FR0032
 FR0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0032
 FR0032.The horizontal coordinates were scaled from a topographic map and have
 FR0032.an estimated accuracy of +/- 6 seconds.
 FR0032
 FR0032.The orthometric height was determined by differential leveling
 FR0032.and adjusted by the National Geodetic Survey in 1992..
 FR0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0032.rate of 0.0 thru 1.0 mm/km.
 FR0032
 FR0032.The geoid height was determined by GEOID03.
 FR0032
 FR0032.The dynamic height is computed by dividing the NAVD 88
 FR0032.geopotential number by the normal gravity value computed on the
 FR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0032.degrees latitude (g = 980.6199 gals.).
 FR0032
 FR0032.The modeled gravity was interpolated from observed gravity values.
 FR0032
 FR0032;                    North         East    Units  Estimated Accuracy
 FR0032;SPC AZ C     -   536,410.      182,750.      MT  (+/- 180 meters Scaled)
 FR0032
 FR0032                          SUPERSEDED SURVEY CONTROL
 FR0032
 FR0032  NGVD 29 (??/??/92) 1781.733  (m)         5845.57   (f) ADJ UNCH    2 0
 FR0032
 FR0032.Superseded values are not recommended for survey control.
 FR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0032.See file dsdata.txt to determine how the superseded data were derived.
 FR0032
 FR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE866665(NAD 83)
 FR0032_MARKER: P = PIPE CAP
 FR0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0032_STAMPING: 5850 CANYON
 FR0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0032
 FR0032  HISTORY     - Date     Condition        Report By
 FR0032  HISTORY     - UNK      MONUMENTED       USGS
 FR0032  HISTORY     - 1934     GOOD             NGS
 FR0032  HISTORY     - 1955     GOOD             NGS
 FR0032
 FR0032                          STATION DESCRIPTION
 FR0032
 FR0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0032'20.75 MI S FROM GRAND CANYON.
 FR0032'ABOUT 20-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0032'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 1 FOOT
 FR0032'WEST OF MILEPOST 43, AND 29 FEET WEST OF THE CENTER LINE OF THE TRACK.
 FR0032'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5850 CANYON
 FR0032'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FR0032
 FR0032                          STATION RECOVERY (1955)
 FR0032
 FR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0019 ***********************************************************************
 FR0019  DESIGNATION -  5871
 FR0019  PID         -  FR0019
 FR0019  STATE/COUNTY-  AZ/COCONINO
 FR0019  USGS QUAD   -  VALLE TANK (1989)
 FR0019
 FR0019                         *CURRENT SURVEY CONTROL
 FR0019  ___________________________________________________________________
 FR0019* NAD 83(1986)-  35 40 16.     (N)    112 12 51.     (W)     SCALED    
 FR0019* NAVD 88     -      1789.131  (meters)    5869.84   (feet)  POSTED    
 FR0019  ___________________________________________________________________
 FR0019  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0019  DYNAMIC HT  -        1786.780 (meters)    5862.13  (feet)  COMP
 FR0019  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 FR0019
 FR0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0019
 FR0019.The horizontal coordinates were scaled from a topographic map and have
 FR0019.an estimated accuracy of +/- 6 seconds.
 FR0019
 FR0019.The orthometric height was determined by differential leveling
 FR0019.and adjusted by the National Geodetic Survey in 1992..
 FR0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0019.rate of 0.0 thru 1.0 mm/km.
 FR0019
 FR0019.The geoid height was determined by GEOID03.
 FR0019
 FR0019.The dynamic height is computed by dividing the NAVD 88
 FR0019.geopotential number by the normal gravity value computed on the
 FR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0019.degrees latitude (g = 980.6199 gals.).
 FR0019
 FR0019.The modeled gravity was interpolated from observed gravity values.
 FR0019
 FR0019;                    North         East    Units  Estimated Accuracy
 FR0019;SPC AZ C     -   518,070.      186,430.      MT  (+/- 180 meters Scaled)
 FR0019
 FR0019                          SUPERSEDED SURVEY CONTROL
 FR0019
 FR0019  NGVD 29 (??/??/92) 1788.270  (m)         5867.02   (f) ADJ UNCH    2 0
 FR0019
 FR0019.Superseded values are not recommended for survey control.
 FR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0019.See file dsdata.txt to determine how the superseded data were derived.
 FR0019
 FR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE901481(NAD 83)
 FR0019_MARKER: P = PIPE CAP
 FR0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0019_STAMPING: 5871 CANYON
 FR0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0019
 FR0019  HISTORY     - Date     Condition        Report By
 FR0019  HISTORY     - UNK      MONUMENTED       USGS
 FR0019  HISTORY     - 1934     GOOD             NGS
 FR0019
 FR0019                          STATION DESCRIPTION
 FR0019
 FR0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0019'31.25 MI N FROM WILLIAMS.
 FR0019'ABOUT 31-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0019'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 140 FEET
 FR0019'SOUTHEAST OF MILEAGE POST 30-1/2, AND 42 FEET EAST OF THE CENTER LINE
 FR0019'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FR0019'5871 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0220 ***********************************************************************
 FP0220  DESIGNATION -  5871.18
 FP0220  PID         -  FP0220
 FP0220  STATE/COUNTY-  AZ/APACHE
 FP0220  USGS QUAD   -  SANDERS (1971)
 FP0220
 FP0220                         *CURRENT SURVEY CONTROL
 FP0220  ___________________________________________________________________
 FP0220* NAD 83(1986)-  35 13 31.     (N)    109 19 07.     (W)     SCALED    
 FP0220* NAVD 88     -      1790.491  (meters)    5874.30   (feet)  ADJUSTED  
 FP0220  ___________________________________________________________________
 FP0220  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 FP0220  DYNAMIC HT  -        1788.002 (meters)    5866.14  (feet)  COMP
 FP0220  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 FP0220
 FP0220  VERT ORDER  -  SECOND    CLASS 0
 FP0220
 FP0220.The horizontal coordinates were scaled from a topographic map and have
 FP0220.an estimated accuracy of +/- 6 seconds.
 FP0220
 FP0220.The orthometric height was determined by differential leveling
 FP0220.and adjusted by the National Geodetic Survey in June 1991..
 FP0220
 FP0220.The geoid height was determined by GEOID03.
 FP0220
 FP0220.The dynamic height is computed by dividing the NAVD 88
 FP0220.geopotential number by the normal gravity value computed on the
 FP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0220.degrees latitude (g = 980.6199 gals.).
 FP0220
 FP0220.The modeled gravity was interpolated from observed gravity values.
 FP0220
 FP0220;                    North         East    Units  Estimated Accuracy
 FP0220;SPC AZ E     -   468,890.      290,560.      MT  (+/- 180 meters Scaled)
 FP0220
 FP0220                          SUPERSEDED SURVEY CONTROL
 FP0220
 FP0220  NGVD 29 (??/??/92) 1789.547  (m)         5871.21   (f) ADJ UNCH    2 0
 FP0220
 FP0220.Superseded values are not recommended for survey control.
 FP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0220.See file dsdata.txt to determine how the superseded data were derived.
 FP0220
 FP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD530993(NAD 83)
 FP0220_MARKER: DD = SURVEY DISK
 FP0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0220_SP_SET: BRIDGE
 FP0220_STAMPING: 5871.58 1761-35
 FP0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0220
 FP0220  HISTORY     - Date     Condition        Report By
 FP0220  HISTORY     - UNK      MONUMENTED       AZHD
 FP0220  HISTORY     - 1959     GOOD             NGS
 FP0220  HISTORY     - 1971     GOOD             USGS
 FP0220  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0220
 FP0220                          STATION DESCRIPTION
 FP0220
 FP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0220'1.1 MI E FROM SANDERS.
 FP0220'1.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0220'0.3 MILE EAST OF MILEPOST 362, 23 FEET SOUTH OF THE CENTER OF THE
 FP0220'HIGHWAY, CEMENTED IN THE CENTER OF THE SOUTH HEADWALL OF A 14-FOOT
 FP0220'CONCRETE BRIDGE.  NOTE-- ELEVATION ON TABLET HAS BEEN RESTAMPED,
 FP0220'5871.58 BUT THE STATION IS THE SAME.  MARK MAY HAVE BEEN RESET. USE
 FP0220'WITH CAUTION.
 FP0220
 FP0220                          STATION RECOVERY (1971)
 FP0220
 FP0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0220'RECOVERED IN GOOD CONDITION.
 FP0220
 FP0220                          STATION RECOVERY (1983)
 FP0220
 FP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0220'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0370 ***********************************************************************
 GP0370  DESIGNATION -  5874.93
 GP0370  PID         -  GP0370
 GP0370  STATE/COUNTY-  AZ/COCONINO
 GP0370  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0370
 GP0370                         *CURRENT SURVEY CONTROL
 GP0370  ___________________________________________________________________
 GP0370* NAD 83(1986)-  36 24 02.     (N)    111 31 57.     (W)     SCALED    
 GP0370* NAVD 88     -      1791.685  (meters)    5878.22   (feet)  ADJUSTED  
 GP0370  ___________________________________________________________________
 GP0370  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0370  DYNAMIC HT  -        1789.420 (meters)    5870.79  (feet)  COMP
 GP0370  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 GP0370
 GP0370  VERT ORDER  -  FIRST     CLASS II
 GP0370
 GP0370.The horizontal coordinates were scaled from a topographic map and have
 GP0370.an estimated accuracy of +/- 6 seconds.
 GP0370
 GP0370.The orthometric height was determined by differential leveling
 GP0370.and adjusted by the National Geodetic Survey in June 1991..
 GP0370
 GP0370.The geoid height was determined by GEOID03.
 GP0370
 GP0370.The dynamic height is computed by dividing the NAVD 88
 GP0370.geopotential number by the normal gravity value computed on the
 GP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0370.degrees latitude (g = 980.6199 gals.).
 GP0370
 GP0370.The modeled gravity was interpolated from observed gravity values.
 GP0370
 GP0370;                    North         East    Units  Estimated Accuracy
 GP0370;SPC AZ C     -   599,020.      247,820.      MT  (+/- 180 meters Scaled)
 GP0370
 GP0370                          SUPERSEDED SURVEY CONTROL
 GP0370
 GP0370.No superseded survey control is available for this station.
 GP0370
 GP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF522285(NAD 83)
 GP0370_MARKER: DB = BENCH MARK DISK
 GP0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0370_SP_SET: HEADWALL
 GP0370_STAMPING: 5874.93
 GP0370_MARK LOGO: AZHD  
 GP0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0370
 GP0370  HISTORY     - Date     Condition        Report By
 GP0370  HISTORY     - UNK      MONUMENTED       AZHD
 GP0370  HISTORY     - 1983     GOOD             NGS
 GP0370
 GP0370                          STATION DESCRIPTION
 GP0370
 GP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0370'12.8 KM (7.9 MI) NW FROM THE GAP.
 GP0370'12.8 KM (7.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0370'AT THE GAP, IN THE TOP CENTER OF THE SOUTHWEST HEADWALL FOR A TRIPLE
 GP0370'CHANNEL CULVERT OVER A DRY WASH, 1.1 KM (0.7 MI) NORTHWEST OF THE
 GP0370'CEDAR RIDGE TRADING POST, 67.8 METERS (222.5 FT) SOUTHEAST OF MILEPOST
 GP0370'506, 13.1 METERS (43 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0370'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0356 ***********************************************************************
 FS0356  DESIGNATION -  589+00
 FS0356  PID         -  FS0356
 FS0356  STATE/COUNTY-  AZ/MOHAVE
 FS0356  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0356
 FS0356                         *CURRENT SURVEY CONTROL
 FS0356  ___________________________________________________________________
 FS0356* NAD 83(1986)-  35 30 22.     (N)    114 20 13.     (W)     SCALED    
 FS0356* NAVD 88     -       935.358  (meters)    3068.75   (feet)  POSTED    
 FS0356  ___________________________________________________________________
 FS0356  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0356  DYNAMIC HT  -         934.280 (meters)    3065.22  (feet)  COMP
 FS0356  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 FS0356
 FS0356  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0356
 FS0356.The horizontal coordinates were scaled from a topographic map and have
 FS0356.an estimated accuracy of +/- 6 seconds.
 FS0356
 FS0356.The orthometric height was determined by differential leveling
 FS0356.and adjusted by the National Geodetic Survey in 1992..
 FS0356.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0356.rate of 2.1 thru 3.0 mm/km.
 FS0356
 FS0356.The geoid height was determined by GEOID03.
 FS0356
 FS0356.The dynamic height is computed by dividing the NAVD 88
 FS0356.geopotential number by the normal gravity value computed on the
 FS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0356.degrees latitude (g = 980.6199 gals.).
 FS0356
 FS0356.The modeled gravity was interpolated from observed gravity values.
 FS0356
 FS0356;                    North         East    Units  Estimated Accuracy
 FS0356;SPC AZ W     -   499,890.      160,110.      MT  (+/- 180 meters Scaled)
 FS0356
 FS0356                          SUPERSEDED SURVEY CONTROL
 FS0356
 FS0356  NGVD 29 (??/??/92)  934.572  (m)         3066.18   (f) ADJ UNCH    1 1
 FS0356
 FS0356.Superseded values are not recommended for survey control.
 FS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0356.See file dsdata.txt to determine how the superseded data were derived.
 FS0356
 FS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV415324(NAD 83)
 FS0356_MARKER: DD = SURVEY DISK
 FS0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0356_SP_SET: CULVERT
 FS0356_STAMPING: 589+00 2066-82 1935
 FS0356_MARK LOGO: AZHD  
 FS0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0356
 FS0356  HISTORY     - Date     Condition        Report By
 FS0356  HISTORY     - 1935     MONUMENTED       AZHD
 FS0356  HISTORY     - 1949     GOOD             NGS
 FS0356  HISTORY     - 1982     GOOD             NGS
 FS0356
 FS0356                          STATION DESCRIPTION
 FS0356
 FS0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0356'8.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0356'8.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0356'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 36 FEET EAST OF
 FS0356'MILEPOST 44, AT A 4- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0356'OF THE APPROXMATE CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2
 FS0356'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0356'FOOT HIGHER THAN THE HIGHWAY.
 FS0356
 FS0356                          STATION RECOVERY (1982)
 FS0356
 FS0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0356'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1009 ***********************************************************************
 FR1009  DESIGNATION -  59 EMH
 FR1009  PID         -  FR1009
 FR1009  STATE/COUNTY-  AZ/COCONINO
 FR1009  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1009
 FR1009                         *CURRENT SURVEY CONTROL
 FR1009  ___________________________________________________________________
 FR1009* NAD 83(1986)-  35 23 22.     (N)    112 35 06.     (W)     SCALED    
 FR1009* NAVD 88     -      1722.818  (meters)    5652.28   (feet)  POSTED    
 FR1009  ___________________________________________________________________
 FR1009  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 FR1009  DYNAMIC HT  -        1720.530 (meters)    5644.77  (feet)  COMP
 FR1009  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 FR1009
 FR1009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1009
 FR1009.The horizontal coordinates were scaled from a topographic map and have
 FR1009.an estimated accuracy of +/- 6 seconds.
 FR1009
 FR1009.The orthometric height was determined by differential leveling
 FR1009.and adjusted by the National Geodetic Survey in 1992..
 FR1009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1009.rate of 0.0 thru 1.0 mm/km.
 FR1009
 FR1009.The geoid height was determined by GEOID03.
 FR1009
 FR1009.The dynamic height is computed by dividing the NAVD 88
 FR1009.geopotential number by the normal gravity value computed on the
 FR1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1009.degrees latitude (g = 980.6199 gals.).
 FR1009
 FR1009.The modeled gravity was interpolated from observed gravity values.
 FR1009
 FR1009;                    North         East    Units  Estimated Accuracy
 FR1009;SPC AZ C     -   486,980.      152,650.      MT  (+/- 180 meters Scaled)
 FR1009
 FR1009                          SUPERSEDED SURVEY CONTROL
 FR1009
 FR1009.No superseded survey control is available for this station.
 FR1009
 FR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE560173(NAD 83)
 FR1009_MARKER: DB = BENCH MARK DISK
 FR1009_SETTING: 80 = SET IN A BOULDER
 FR1009_SP_SET: BOULDER
 FR1009_STAMPING: 59 EMH 1973 5649
 FR1009_MARK LOGO: USGS  
 FR1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1009+STABILITY: SURFACE MOTION
 FR1009
 FR1009  HISTORY     - Date     Condition        Report By
 FR1009  HISTORY     - 1973     MONUMENTED       USGS
 FR1009
 FR1009                          STATION DESCRIPTION
 FR1009
 FR1009'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1009'36.4 KM (22.60 MI) NE FROM SELIGMAN.
 FR1009'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1009'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1009'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1009'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1009'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1009'ROAD, THENCE 1.75 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.6
 FR1009'MILES NORTHEAST OF A STOCK TANK ON THE SOUTH SIDE OF THE ROAD, ABOUT
 FR1009'90 FEET SOUTHWEST OF THE NORTHEAST END OF A WOODED AREA, 49 FEET
 FR1009'NORTH OF THE CENTERLINE OF THE ROAD, SET IN A ROCK PROJECTING 1.0
 FR1009'FEET.
 FR1009'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0651 ***********************************************************************
 FP0651  DESIGNATION -  59 HLS
 FP0651  PID         -  FP0651
 FP0651  STATE/COUNTY-  AZ/APACHE
 FP0651  USGS QUAD   -  WIDE RUINS (1971)
 FP0651
 FP0651                         *CURRENT SURVEY CONTROL
 FP0651  ___________________________________________________________________
 FP0651* NAD 83(1986)-  35 23 27.     (N)    109 29 56.     (W)     SCALED    
 FP0651* NAVD 88     -      1866.557  (meters)    6123.86   (feet)  ADJUSTED  
 FP0651  ___________________________________________________________________
 FP0651  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FP0651  DYNAMIC HT  -        1863.964 (meters)    6115.36  (feet)  COMP
 FP0651  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 FP0651
 FP0651  VERT ORDER  -  SECOND    CLASS II
 FP0651
 FP0651.The horizontal coordinates were scaled from a topographic map and have
 FP0651.an estimated accuracy of +/- 6 seconds.
 FP0651
 FP0651.The orthometric height was determined by differential leveling
 FP0651.and adjusted by the National Geodetic Survey in June 1991..
 FP0651
 FP0651.The geoid height was determined by GEOID03.
 FP0651
 FP0651.The dynamic height is computed by dividing the NAVD 88
 FP0651.geopotential number by the normal gravity value computed on the
 FP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0651.degrees latitude (g = 980.6199 gals.).
 FP0651
 FP0651.The modeled gravity was interpolated from observed gravity values.
 FP0651
 FP0651;                    North         East    Units  Estimated Accuracy
 FP0651;SPC AZ E     -   487,140.      274,020.      MT  (+/- 180 meters Scaled)
 FP0651
 FP0651                          SUPERSEDED SURVEY CONTROL
 FP0651
 FP0651.No superseded survey control is available for this station.
 FP0651
 FP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE363174(NAD 83)
 FP0651_MARKER: DB = BENCH MARK DISK
 FP0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0651_SP_SET: COPPER-CLAD STEEL ROD
 FP0651_STAMPING: 59 HLS 1970 6120
 FP0651_MARK LOGO: USGS  
 FP0651_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0651+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0651
 FP0651  HISTORY     - Date     Condition        Report By
 FP0651  HISTORY     - 1970     MONUMENTED       USGS
 FP0651
 FP0651                          STATION DESCRIPTION
 FP0651
 FP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0651'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0651'OFFICE AT GANADO, ARIZONA), PROCEED 8.1 MILES SOUTH ALONG STATE
 FP0651'HIGHWAY 63, 110 FEET WEST OF AND 5 FEET LOWER THAN THE HIGHWAY, 1
 FP0651'FOOT EAST OF A FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0651'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0221 ***********************************************************************
 FP0221  DESIGNATION -  5907.76
 FP0221  PID         -  FP0221
 FP0221  STATE/COUNTY-  AZ/APACHE
 FP0221  USGS QUAD   -  SANDERS (1971)
 FP0221
 FP0221                         *CURRENT SURVEY CONTROL
 FP0221  ___________________________________________________________________
 FP0221* NAD 83(1986)-  35 14 07.     (N)    109 18 21.     (W)     SCALED    
 FP0221* NAVD 88     -      1801.667  (meters)    5910.97   (feet)  ADJUSTED  
 FP0221  ___________________________________________________________________
 FP0221  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 FP0221  DYNAMIC HT  -        1799.156 (meters)    5902.73  (feet)  COMP
 FP0221  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 FP0221
 FP0221  VERT ORDER  -  SECOND    CLASS 0
 FP0221
 FP0221.The horizontal coordinates were scaled from a topographic map and have
 FP0221.an estimated accuracy of +/- 6 seconds.
 FP0221
 FP0221.The orthometric height was determined by differential leveling
 FP0221.and adjusted by the National Geodetic Survey in June 1991..
 FP0221
 FP0221.The geoid height was determined by GEOID03.
 FP0221
 FP0221.The dynamic height is computed by dividing the NAVD 88
 FP0221.geopotential number by the normal gravity value computed on the
 FP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0221.degrees latitude (g = 980.6199 gals.).
 FP0221
 FP0221.The modeled gravity was interpolated from observed gravity values.
 FP0221
 FP0221;                    North         East    Units  Estimated Accuracy
 FP0221;SPC AZ E     -   470,010.      291,710.      MT  (+/- 180 meters Scaled)
 FP0221
 FP0221                          SUPERSEDED SURVEY CONTROL
 FP0221
 FP0221  NGVD 29 (??/??/92) 1800.712  (m)         5907.84   (f) ADJ UNCH    2 0
 FP0221
 FP0221.Superseded values are not recommended for survey control.
 FP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0221.See file dsdata.txt to determine how the superseded data were derived.
 FP0221
 FP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE541004(NAD 83)
 FP0221_MARKER: DD = SURVEY DISK
 FP0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0221_SP_SET: BRIDGE
 FP0221_STAMPING: 5907.83 1814-10 1948
 FP0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0221
 FP0221  HISTORY     - Date     Condition        Report By
 FP0221  HISTORY     - 1948     MONUMENTED       AZHD
 FP0221  HISTORY     - 1959     GOOD             NGS
 FP0221  HISTORY     - 1971     GOOD             USGS
 FP0221  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0221
 FP0221                          STATION DESCRIPTION
 FP0221
 FP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0221'2.1 MI E FROM SANDERS.
 FP0221'2.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0221'0.3 MILE EAST OF MILEPOST 363, ABOUT 0.1 MILE EAST OF THE OF THE LOG
 FP0221'CABIN TRADING POST, 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FP0221'CEMENTED IN THE CENTER OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE
 FP0221'BRIDGE THAT IS ABOUT 3 FEET LOWER THAN THE HIGHWAY.  NOTE-- ELEVATION
 FP0221'ON TABLET READS 5907.83 BUT THE STATION IS THE SAME.  MARK MAY HAVE
 FP0221'BEEN RESET.  USE WITH CAUTION.
 FP0221
 FP0221                          STATION RECOVERY (1971)
 FP0221
 FP0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0221'RECOVERED IN GOOD CONDITION.
 FP0221
 FP0221                          STATION RECOVERY (1983)
 FP0221
 FP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0221'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0011 ***********************************************************************
 FR0011  DESIGNATION -  5908
 FR0011  PID         -  FR0011
 FR0011  STATE/COUNTY-  AZ/COCONINO
 FR0011  USGS QUAD   -  VALLE TANK (1989)
 FR0011
 FR0011                         *CURRENT SURVEY CONTROL
 FR0011  ___________________________________________________________________
 FR0011* NAD 83(1986)-  35 38 24.     (N)    112 11 51.     (W)     SCALED    
 FR0011* NAVD 88     -      1800.374  (meters)    5906.73   (feet)  POSTED    
 FR0011  ___________________________________________________________________
 FR0011  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0011  DYNAMIC HT  -        1798.000 (meters)    5898.94  (feet)  COMP
 FR0011  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 FR0011
 FR0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0011
 FR0011.The horizontal coordinates were scaled from a topographic map and have
 FR0011.an estimated accuracy of +/- 6 seconds.
 FR0011
 FR0011.The orthometric height was determined by differential leveling
 FR0011.and adjusted by the National Geodetic Survey in 1992..
 FR0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0011.rate of 0.0 thru 1.0 mm/km.
 FR0011
 FR0011.The geoid height was determined by GEOID03.
 FR0011
 FR0011.The dynamic height is computed by dividing the NAVD 88
 FR0011.geopotential number by the normal gravity value computed on the
 FR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0011.degrees latitude (g = 980.6199 gals.).
 FR0011
 FR0011.The modeled gravity was interpolated from observed gravity values.
 FR0011
 FR0011;                    North         East    Units  Estimated Accuracy
 FR0011;SPC AZ C     -   514,610.      187,930.      MT  (+/- 180 meters Scaled)
 FR0011
 FR0011                          SUPERSEDED SURVEY CONTROL
 FR0011
 FR0011  NGVD 29 (??/??/92) 1799.505  (m)         5903.88   (f) ADJ UNCH    2 0
 FR0011
 FR0011.Superseded values are not recommended for survey control.
 FR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0011.See file dsdata.txt to determine how the superseded data were derived.
 FR0011
 FR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE915446(NAD 83)
 FR0011_MARKER: P = PIPE CAP
 FR0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0011_STAMPING: 5908 CANYON
 FR0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0011
 FR0011  HISTORY     - Date     Condition        Report By
 FR0011  HISTORY     - UNK      MONUMENTED       USGS
 FR0011  HISTORY     - 1934     GOOD             NGS
 FR0011  HISTORY     - 1955     GOOD             NGS
 FR0011
 FR0011                          STATION DESCRIPTION
 FR0011
 FR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0011'28.75 MI N FROM WILLIAMS.
 FR0011'ABOUT 28-3/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0011'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, 4 FEET WEST OF
 FR0011'MILEPOST 28, AND 31 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 FR0011'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5908 CANYON AND
 FR0011'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- 1945 REPORT--
 FR0011'1.5 FEET SOUTH OF REFERENCE POST.
 FR0011
 FR0011                          STATION RECOVERY (1955)
 FR0011
 FR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0371 ***********************************************************************
 GP0371  DESIGNATION -  5926.37
 GP0371  PID         -  GP0371
 GP0371  STATE/COUNTY-  AZ/COCONINO
 GP0371  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0371
 GP0371                         *CURRENT SURVEY CONTROL
 GP0371  ___________________________________________________________________
 GP0371* NAD 83(1986)-  36 23 26.     (N)    111 31 30.     (W)     SCALED    
 GP0371* NAVD 88     -      1807.358  (meters)    5929.64   (feet)  ADJUSTED  
 GP0371  ___________________________________________________________________
 GP0371  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GP0371  DYNAMIC HT  -        1805.074 (meters)    5922.15  (feet)  COMP
 GP0371  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 GP0371
 GP0371  VERT ORDER  -  FIRST     CLASS II
 GP0371
 GP0371.The horizontal coordinates were scaled from a topographic map and have
 GP0371.an estimated accuracy of +/- 6 seconds.
 GP0371
 GP0371.The orthometric height was determined by differential leveling
 GP0371.and adjusted by the National Geodetic Survey in June 1991..
 GP0371
 GP0371.The geoid height was determined by GEOID03.
 GP0371
 GP0371.The dynamic height is computed by dividing the NAVD 88
 GP0371.geopotential number by the normal gravity value computed on the
 GP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0371.degrees latitude (g = 980.6199 gals.).
 GP0371
 GP0371.The modeled gravity was interpolated from observed gravity values.
 GP0371
 GP0371;                    North         East    Units  Estimated Accuracy
 GP0371;SPC AZ C     -   597,920.      248,500.      MT  (+/- 180 meters Scaled)
 GP0371
 GP0371                          SUPERSEDED SURVEY CONTROL
 GP0371
 GP0371.No superseded survey control is available for this station.
 GP0371
 GP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF529273(NAD 83)
 GP0371_MARKER: DB = BENCH MARK DISK
 GP0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0371_SP_SET: HEADWALL
 GP0371_STAMPING: 5926.37
 GP0371_MARK LOGO: AZHD  
 GP0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0371+STABILITY: POSITION/ELEVATION WELL
 GP0371
 GP0371  HISTORY     - Date     Condition        Report By
 GP0371  HISTORY     - UNK      MONUMENTED       AZHD
 GP0371  HISTORY     - 1983     GOOD             NGS
 GP0371
 GP0371                          STATION DESCRIPTION
 GP0371
 GP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0371'11.5 KM (7.1 MI) NW FROM THE GAP.
 GP0371'11.5 KM (7.15 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0371'AT THE GAP, IN THE TOP CENTER OF THE SOUTHWEST HEADWALL FOR A 5- BY
 GP0371'10-FOOT BOX CULVERT SITTING ON BEDROCK, 0.3 KM (0.2 MI) NORTHWEST OF
 GP0371'MILEPOST 505, 0.15 KM (0.1 MI) SOUTHEAST OF THE CEDAR RIDGE TRADING
 GP0371'POST, 13.1 METERS (43 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0371'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0804 ***********************************************************************
 CZ0804  DESIGNATION -  594+10
 CZ0804  PID         -  CZ0804
 CZ0804  STATE/COUNTY-  AZ/PIMA
 CZ0804  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0804
 CZ0804                         *CURRENT SURVEY CONTROL
 CZ0804  ___________________________________________________________________
 CZ0804* NAD 83(1986)-  32 06 46.     (N)    111 13 21.     (W)     SCALED    
 CZ0804* NAVD 88     -       750.36   (+/-2cm)    2461.8    (feet)  VERTCON   
 CZ0804  ___________________________________________________________________
 CZ0804  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0804
 CZ0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0804
 CZ0804.The horizontal coordinates were scaled from a topographic map and have
 CZ0804.an estimated accuracy of +/- 6 seconds.
 CZ0804
 CZ0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0804.The vertical order pertains to the NGVD 29 superseded value.
 CZ0804
 CZ0804.The geoid height was determined by GEOID03.
 CZ0804
 CZ0804;                    North         East    Units  Estimated Accuracy
 CZ0804;SPC AZ C     -   123,580.      278,870.      MT  (+/- 180 meters Scaled)
 CZ0804
 CZ0804                          SUPERSEDED SURVEY CONTROL
 CZ0804
 CZ0804  NGVD 29 (??/??/92)  749.670  (m)         2459.54   (f) ADJ UNCH    2 0
 CZ0804
 CZ0804.Superseded values are not recommended for survey control.
 CZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0804.See file dsdata.txt to determine how the superseded data were derived.
 CZ0804
 CZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA790529(NAD 83)
 CZ0804_MARKER: DD = SURVEY DISK
 CZ0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0804_SP_SET: CULVERT
 CZ0804_STAMPING: 594+10 2460.39
 CZ0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0804
 CZ0804  HISTORY     - Date     Condition        Report By
 CZ0804  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0804  HISTORY     - 1951     GOOD             NGS
 CZ0804
 CZ0804                          STATION DESCRIPTION
 CZ0804
 CZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0804'16.2 MI SW FROM TUCSON.
 CZ0804'16.2 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0804'STATE HIGHWAY 86, 0.4 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0804'HIGHWAY, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0804'HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 20 YARDS NORTHWEST OF A
 CZ0804'TELEPHONE POLE, 14 FEET NORTH WEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0804'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0518 ***********************************************************************
 CZ0518  DESIGNATION -  59+55.2
 CZ0518  PID         -  CZ0518
 CZ0518  STATE/COUNTY-  AZ/PIMA
 CZ0518  USGS QUAD   -  MARANA (1992)
 CZ0518
 CZ0518                         *CURRENT SURVEY CONTROL
 CZ0518  ___________________________________________________________________
 CZ0518* NAD 83(1986)-  32 24 34.     (N)    111 08 32.     (W)     SCALED    
 CZ0518* NAVD 88     -       630.046  (meters)    2067.08   (feet)  ADJUSTED  
 CZ0518  ___________________________________________________________________
 CZ0518  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0518  DYNAMIC HT  -         629.212 (meters)    2064.34  (feet)  COMP
 CZ0518  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 CZ0518
 CZ0518  VERT ORDER  -  FIRST     CLASS II
 CZ0518
 CZ0518.The horizontal coordinates were scaled from a topographic map and have
 CZ0518.an estimated accuracy of +/- 6 seconds.
 CZ0518
 CZ0518.The orthometric height was determined by differential leveling
 CZ0518.and adjusted by the National Geodetic Survey in June 1991..
 CZ0518
 CZ0518.The geoid height was determined by GEOID03.
 CZ0518
 CZ0518.The dynamic height is computed by dividing the NAVD 88
 CZ0518.geopotential number by the normal gravity value computed on the
 CZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0518.degrees latitude (g = 980.6199 gals.).
 CZ0518
 CZ0518.The modeled gravity was interpolated from observed gravity values.
 CZ0518
 CZ0518;                    North         East    Units  Estimated Accuracy
 CZ0518;SPC AZ C     -   156,530.      286,210.      MT  (+/- 180 meters Scaled)
 CZ0518
 CZ0518                          SUPERSEDED SURVEY CONTROL
 CZ0518
 CZ0518  NGVD 29 (??/??/92)  629.415  (m)         2065.01   (f) ADJ UNCH    1 2
 CZ0518
 CZ0518.Superseded values are not recommended for survey control.
 CZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0518.See file dsdata.txt to determine how the superseded data were derived.
 CZ0518
 CZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866858(NAD 83)
 CZ0518_MARKER: DD = SURVEY DISK
 CZ0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0518_SP_SET: CULVERT
 CZ0518_STAMPING: 2065.39 59+55.2 1930
 CZ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0518
 CZ0518  HISTORY     - Date     Condition        Report By
 CZ0518  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0518  HISTORY     - 1951     GOOD             NGS
 CZ0518  HISTORY     - 1960     GOOD             NGS
 CZ0518  HISTORY     - 1980     GOOD             NGS
 CZ0518  HISTORY     - 19960204 GOOD             USPSQD
 CZ0518
 CZ0518                          STATION DESCRIPTION
 CZ0518
 CZ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0518'0.6 MI SE FROM RILLITO.
 CZ0518'0.6 MILE SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0518'RAILROAD FROM THE RAILROAD STATION AT RILLITO, ABOUT 60 YARDS
 CZ0518'NORTHWEST OF A POINT WHERE A SPUR TRACK TO THE ARIZONA CEMENT PLANT
 CZ0518'CROSSES THE HIGHWAY, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0518'CONCRETE HEADWALL OF A BOX-TYPE HIGHWAY CULVERT, 16 FEET SOUTH OF
 CZ0518'TELEGRAPH POLE 11515, 16 1/2 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0518'NORTHWEST BOUND HIGHWAY TRAFFIC LANE, AND ABOUT 1/2 FOOT HIGHER THAN
 CZ0518'THE ROAD IN ELEVATION.
 CZ0518
 CZ0518                          STATION RECOVERY (1960)
 CZ0518
 CZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0518'RECOVERED IN GOOD CONDITION.
 CZ0518
 CZ0518                          STATION RECOVERY (1980)
 CZ0518
 CZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0518'26.7 KILOMETERS (16.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0518'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0518'NORTHWEST OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER A SPUR TRACK,
 CZ0518'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A BOX CULVERT
 CZ0518'UNDER THE FRONTAGE ROAD (THE FIRST CULVERT NORTHWEST OF THE BRIDGE),
 CZ0518'34 METERS (112 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0518'TRACK, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0518'FRONTAGE ROAD AND 1.8 METERS (5.9 FEET) NORTHWEST OF THE SOUTHEAST
 CZ0518'END OF THE HEADWALL.
 CZ0518'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0518
 CZ0518                          STATION RECOVERY (1996)
 CZ0518
 CZ0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0007 ***********************************************************************
 FR0007  DESIGNATION -  5962
 FR0007  PID         -  FR0007
 FR0007  STATE/COUNTY-  AZ/COCONINO
 FR0007  USGS QUAD   -  HOWARD LAKE (1989)
 FR0007
 FR0007                         *CURRENT SURVEY CONTROL
 FR0007  ___________________________________________________________________
 FR0007* NAD 83(1986)-  35 35 52.     (N)    112 11 04.     (W)     SCALED    
 FR0007* NAVD 88     -      1816.902  (meters)    5960.95   (feet)  POSTED    
 FR0007  ___________________________________________________________________
 FR0007  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0007  DYNAMIC HT  -        1814.490 (meters)    5953.04  (feet)  COMP
 FR0007  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 FR0007
 FR0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0007
 FR0007.The horizontal coordinates were scaled from a topographic map and have
 FR0007.an estimated accuracy of +/- 6 seconds.
 FR0007
 FR0007.The orthometric height was determined by differential leveling
 FR0007.and adjusted by the National Geodetic Survey in 1992..
 FR0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0007.rate of 0.0 thru 1.0 mm/km.
 FR0007
 FR0007.The geoid height was determined by GEOID03.
 FR0007
 FR0007.The dynamic height is computed by dividing the NAVD 88
 FR0007.geopotential number by the normal gravity value computed on the
 FR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0007.degrees latitude (g = 980.6199 gals.).
 FR0007
 FR0007.The modeled gravity was interpolated from observed gravity values.
 FR0007
 FR0007;                    North         East    Units  Estimated Accuracy
 FR0007;SPC AZ C     -   509,920.      189,100.      MT  (+/- 180 meters Scaled)
 FR0007
 FR0007                          SUPERSEDED SURVEY CONTROL
 FR0007
 FR0007  NGVD 29 (??/??/92) 1816.026  (m)         5958.08   (f) ADJ UNCH    2 0
 FR0007
 FR0007.Superseded values are not recommended for survey control.
 FR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0007.See file dsdata.txt to determine how the superseded data were derived.
 FR0007
 FR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE927399(NAD 83)
 FR0007_MARKER: P = PIPE CAP
 FR0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0007_STAMPING: 5962 CANYON
 FR0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0007
 FR0007  HISTORY     - Date     Condition        Report By
 FR0007  HISTORY     - UNK      MONUMENTED       USGS
 FR0007  HISTORY     - 1934     GOOD             NGS
 FR0007
 FR0007                          STATION DESCRIPTION
 FR0007
 FR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0007'25.5 MI N FROM WILLIAMS.
 FR0007'ABOUT 25-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0007'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, 15 FEET WEST OF
 FR0007'MILEPOST 25, AND 48 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 FR0007'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5962 CANYON AND
 FR0007'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0070 ***********************************************************************
 FR0070  DESIGNATION -  5964
 FR0070  PID         -  FR0070
 FR0070  STATE/COUNTY-  AZ/COCONINO
 FR0070  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0070
 FR0070                         *CURRENT SURVEY CONTROL
 FR0070  ___________________________________________________________________
 FR0070* NAD 83(1986)-  35 14 38.     (N)    112 21 43.     (W)     SCALED    
 FR0070* NAVD 88     -      1810.092  (meters)    5938.61   (feet)  POSTED    
 FR0070  ___________________________________________________________________
 FR0070  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 FR0070  DYNAMIC HT  -        1807.620 (meters)    5930.50  (feet)  COMP
 FR0070  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 FR0070
 FR0070  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0070
 FR0070.The horizontal coordinates were scaled from a topographic map and have
 FR0070.an estimated accuracy of +/- 6 seconds.
 FR0070
 FR0070.The orthometric height was determined by differential leveling
 FR0070.and adjusted by the National Geodetic Survey in 1992..
 FR0070.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0070.rate of 2.1 thru 3.0 mm/km.
 FR0070
 FR0070.The geoid height was determined by GEOID03.
 FR0070
 FR0070.The dynamic height is computed by dividing the NAVD 88
 FR0070.geopotential number by the normal gravity value computed on the
 FR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0070.degrees latitude (g = 980.6199 gals.).
 FR0070
 FR0070.The modeled gravity was interpolated from observed gravity values.
 FR0070
 FR0070;                    North         East    Units  Estimated Accuracy
 FR0070;SPC AZ C     -   470,720.      172,840.      MT  (+/- 180 meters Scaled)
 FR0070
 FR0070                          SUPERSEDED SURVEY CONTROL
 FR0070
 FR0070  NGVD 29 (??/??/92) 1809.175  (m)         5935.60   (f) ADJ UNCH    1 2
 FR0070
 FR0070.Superseded values are not recommended for survey control.
 FR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0070.See file dsdata.txt to determine how the superseded data were derived.
 FR0070
 FR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE760009(NAD 83)
 FR0070_MARKER: P = PIPE CAP
 FR0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0070_STAMPING: 11
 FR0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0070
 FR0070  HISTORY     - Date     Condition        Report By
 FR0070  HISTORY     - UNK      MONUMENTED       USGS
 FR0070  HISTORY     - 1934     GOOD             NGS
 FR0070
 FR0070                          STATION DESCRIPTION
 FR0070
 FR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0070'IN WELCH.
 FR0070'AT WELCH, COCONINO COUNTY, 7 POLES WEST OF ATCHISON, TOPEKA AND SANTA
 FR0070'FE RAILWAY MILEPOST 391, AT THE SOUTHEAST CORNER OF A 4 FOOT STONE
 FR0070'WALL, AND 34 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A U.S.
 FR0070'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 11 AND RIVETED ON THE TOP OF A
 FR0070'3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0345 ***********************************************************************
 DU0345  DESIGNATION -  5965.20
 DU0345  PID         -  DU0345
 DU0345  STATE/COUNTY-  AZ/GILA
 DU0345  USGS QUAD   -  CHRYSOTILE (1966)
 DU0345
 DU0345                         *CURRENT SURVEY CONTROL
 DU0345  ___________________________________________________________________
 DU0345* NAD 83(1986)-  33 39 34.     (N)    110 34 19.     (W)     SCALED    
 DU0345* NAVD 88     -      1818.531  (meters)    5966.30   (feet)  ADJUSTED  
 DU0345  ___________________________________________________________________
 DU0345  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DU0345  DYNAMIC HT  -        1815.914 (meters)    5957.71  (feet)  COMP
 DU0345  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 DU0345
 DU0345  VERT ORDER  -  SECOND    CLASS 0
 DU0345
 DU0345.The horizontal coordinates were scaled from a topographic map and have
 DU0345.an estimated accuracy of +/- 6 seconds.
 DU0345
 DU0345.The orthometric height was determined by differential leveling
 DU0345.and adjusted by the National Geodetic Survey in June 1991..
 DU0345
 DU0345.The geoid height was determined by GEOID03.
 DU0345
 DU0345.The dynamic height is computed by dividing the NAVD 88
 DU0345.geopotential number by the normal gravity value computed on the
 DU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0345.degrees latitude (g = 980.6199 gals.).
 DU0345
 DU0345.The modeled gravity was interpolated from observed gravity values.
 DU0345
 DU0345;                    North         East    Units  Estimated Accuracy
 DU0345;SPC AZ E     -   294,960.      175,770.      MT  (+/- 180 meters Scaled)
 DU0345
 DU0345                          SUPERSEDED SURVEY CONTROL
 DU0345
 DU0345  NGVD 29 (??/??/92) 1817.816  (m)         5963.95   (f) ADJ UNCH    2 0
 DU0345
 DU0345.Superseded values are not recommended for survey control.
 DU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0345.See file dsdata.txt to determine how the superseded data were derived.
 DU0345
 DU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC396244(NAD 83)
 DU0345_MARKER: DD = SURVEY DISK
 DU0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0345_SP_SET: CATTLE GUARD
 DU0345_STAMPING: STA 1427-00 EL. 5965.20
 DU0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0345
 DU0345  HISTORY     - Date     Condition        Report By
 DU0345  HISTORY     - UNK      MONUMENTED       AZHD
 DU0345  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0345
 DU0345                          STATION DESCRIPTION
 DU0345
 DU0345'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0345'28.0 MI NE FROM GLOBE.
 DU0345'28.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0345'ABOUT 5.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AND
 DU0345'IN THE TOP OF THE EAST WALL OF A CONCRETE CATTLE GUARD.  AN ARIZONA
 DU0345'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 1427+00 EL
 DU0345'5965.20.  NOTE-- NO CATTLE GUARD IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0555 ***********************************************************************
 CZ0555  DESIGNATION -  598+20
 CZ0555  PID         -  CZ0555
 CZ0555  STATE/COUNTY-  AZ/PIMA
 CZ0555  USGS QUAD   -  JAYNES (1992)
 CZ0555
 CZ0555                         *CURRENT SURVEY CONTROL
 CZ0555  ___________________________________________________________________
 CZ0555* NAD 83(1986)-  32 17 49.     (N)    111 01 51.     (W)     SCALED    
 CZ0555* NAVD 88     -       685.456  (meters)    2248.87   (feet)  ADJUSTED  
 CZ0555  ___________________________________________________________________
 CZ0555  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0555  DYNAMIC HT  -         684.525 (meters)    2245.81  (feet)  COMP
 CZ0555  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 CZ0555
 CZ0555  VERT ORDER  -  FIRST     CLASS II
 CZ0555
 CZ0555.The horizontal coordinates were scaled from a topographic map and have
 CZ0555.an estimated accuracy of +/- 6 seconds.
 CZ0555
 CZ0555.The orthometric height was determined by differential leveling
 CZ0555.and adjusted by the National Geodetic Survey in June 1991..
 CZ0555
 CZ0555.The geoid height was determined by GEOID03.
 CZ0555
 CZ0555.The dynamic height is computed by dividing the NAVD 88
 CZ0555.geopotential number by the normal gravity value computed on the
 CZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0555.degrees latitude (g = 980.6199 gals.).
 CZ0555
 CZ0555.The modeled gravity was interpolated from observed gravity values.
 CZ0555
 CZ0555;                    North         East    Units  Estimated Accuracy
 CZ0555;SPC AZ C     -   144,140.      296,790.      MT  (+/- 180 meters Scaled)
 CZ0555
 CZ0555                          SUPERSEDED SURVEY CONTROL
 CZ0555
 CZ0555  NGVD 29 (??/??/92)  684.796  (m)         2246.70   (f) ADJ UNCH    1 2
 CZ0555
 CZ0555.Superseded values are not recommended for survey control.
 CZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0555.See file dsdata.txt to determine how the superseded data were derived.
 CZ0555
 CZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA970733(NAD 83)
 CZ0555_MARKER: DD = SURVEY DISK
 CZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0555_SP_SET: CULVERT
 CZ0555_STAMPING: 2247.43 598+20
 CZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0555
 CZ0555  HISTORY     - Date     Condition        Report By
 CZ0555  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0555  HISTORY     - 1951     GOOD             NGS
 CZ0555  HISTORY     - 1960     GOOD             NGS
 CZ0555  HISTORY     - 1980     GOOD             NGS
 CZ0555
 CZ0555                          STATION DESCRIPTION
 CZ0555
 CZ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0555'0.1 MI SE FROM JAYNES.
 CZ0555'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0555'RAILROAD FROM THE RAILROAD STATION AT JAYNES, AT RAILROAD MILEAGE
 CZ0555'977.49, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL
 CZ0555'OF A 30 INCH CORRUGATED METAL PIPE CULVERT WHICH PASSES UNDER THE
 CZ0555'HIGHWAY, 19.3 FEET SOUTHWEST OF TELEGRAPH POLE 11160, 16 1/2 FEET
 CZ0555'NORTHEAST OF THE HIGHWAY CENTERLINE, 5.5 FEET NORTHWEST OF A HIGHWAY
 CZ0555'SIGN READING JAYNES, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0555
 CZ0555                          STATION RECOVERY (1960)
 CZ0555
 CZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0555'RECOVERED IN GOOD CONDITION.
 CZ0555
 CZ0555                          STATION RECOVERY (1980)
 CZ0555
 CZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0555'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0555'RAILROAD FROM THE STATION AT TUCSON, 0.4 KILOMETER (0.25 MILE)
 CZ0555'NORTHWEST OF THE CROSSING OF RUTHRAUFF ROAD, 0.2 KILOMETER (0.1 MILE)
 CZ0555'SOUTHWEST OF A JAYNES SIDING SIGN, IN THE TOP AND CENTER OF THE
 CZ0555'NORTHEAST HEADWALL OF A 0.8-METER PIPE CULVERT UNDER THE OLD
 CZ0555'HIGHWAY, 22.2 METERS (73 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AND
 CZ0555'5.5 METERS (18 FEET) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 CZ0555'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0232 ***********************************************************************
 FP0232  DESIGNATION -  5984.19
 FP0232  PID         -  FP0232
 FP0232  STATE/COUNTY-  AZ/APACHE
 FP0232  USGS QUAD   -  HOUCK (1971)
 FP0232
 FP0232                         *CURRENT SURVEY CONTROL
 FP0232  ___________________________________________________________________
 FP0232* NAD 83(1986)-  35 16 58.     (N)    109 12 57.     (W)     SCALED    
 FP0232* NAVD 88     -      1824.920  (meters)    5987.26   (feet)  ADJUSTED  
 FP0232  ___________________________________________________________________
 FP0232  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 FP0232  DYNAMIC HT  -        1822.389 (meters)    5978.95  (feet)  COMP
 FP0232  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 FP0232
 FP0232  VERT ORDER  -  SECOND    CLASS 0
 FP0232
 FP0232.The horizontal coordinates were scaled from a topographic map and have
 FP0232.an estimated accuracy of +/- 6 seconds.
 FP0232
 FP0232.The orthometric height was determined by differential leveling
 FP0232.and adjusted by the National Geodetic Survey in June 1991..
 FP0232
 FP0232.The geoid height was determined by GEOID03.
 FP0232
 FP0232.The dynamic height is computed by dividing the NAVD 88
 FP0232.geopotential number by the normal gravity value computed on the
 FP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0232.degrees latitude (g = 980.6199 gals.).
 FP0232
 FP0232.The modeled gravity was interpolated from observed gravity values.
 FP0232
 FP0232;                    North         East    Units  Estimated Accuracy
 FP0232;SPC AZ E     -   475,360.      299,850.      MT  (+/- 180 meters Scaled)
 FP0232
 FP0232                          SUPERSEDED SURVEY CONTROL
 FP0232
 FP0232  NGVD 29 (??/??/92) 1823.975  (m)         5984.16   (f) ADJ UNCH    2 0
 FP0232
 FP0232.Superseded values are not recommended for survey control.
 FP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0232.See file dsdata.txt to determine how the superseded data were derived.
 FP0232
 FP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE622058(NAD 83)
 FP0232_MARKER: DD = SURVEY DISK
 FP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0232_SP_SET: BRIDGE
 FP0232_STAMPING: 5984.19 2150+88.89 1949
 FP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0232
 FP0232  HISTORY     - Date     Condition        Report By
 FP0232  HISTORY     - 1949     MONUMENTED       AZHD
 FP0232  HISTORY     - 1959     GOOD             NGS
 FP0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0232
 FP0232                          STATION DESCRIPTION
 FP0232
 FP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0232'8.3 MI E FROM SANDERS.
 FP0232'8.3 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0232'22 FEET SOUTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED
 FP0232'IN THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER BLACK CREEK.
 FP0232
 FP0232                          STATION RECOVERY (1983)
 FP0232
 FP0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0355 ***********************************************************************
 FS0355  DESIGNATION -  599+00
 FS0355  PID         -  FS0355
 FS0355  STATE/COUNTY-  AZ/MOHAVE
 FS0355  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0355
 FS0355                         *CURRENT SURVEY CONTROL
 FS0355  ___________________________________________________________________
 FS0355* NAD 83(1986)-  35 30 26.     (N)    114 20 17.     (W)     SCALED    
 FS0355* NAVD 88     -       931.842  (meters)    3057.22   (feet)  POSTED    
 FS0355  ___________________________________________________________________
 FS0355  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0355  DYNAMIC HT  -         930.770 (meters)    3053.70  (feet)  COMP
 FS0355  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 FS0355
 FS0355  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0355
 FS0355.The horizontal coordinates were scaled from a topographic map and have
 FS0355.an estimated accuracy of +/- 6 seconds.
 FS0355
 FS0355.The orthometric height was determined by differential leveling
 FS0355.and adjusted by the National Geodetic Survey in 1992..
 FS0355.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0355.rate of 2.1 thru 3.0 mm/km.
 FS0355
 FS0355.The geoid height was determined by GEOID03.
 FS0355
 FS0355.The dynamic height is computed by dividing the NAVD 88
 FS0355.geopotential number by the normal gravity value computed on the
 FS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0355.degrees latitude (g = 980.6199 gals.).
 FS0355
 FS0355.The modeled gravity was interpolated from observed gravity values.
 FS0355
 FS0355;                    North         East    Units  Estimated Accuracy
 FS0355;SPC AZ W     -   500,020.      160,010.      MT  (+/- 180 meters Scaled)
 FS0355
 FS0355                          SUPERSEDED SURVEY CONTROL
 FS0355
 FS0355  NGVD 29 (??/??/92)  931.057  (m)         3054.64   (f) ADJ UNCH    1 1
 FS0355
 FS0355.Superseded values are not recommended for survey control.
 FS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0355.See file dsdata.txt to determine how the superseded data were derived.
 FS0355
 FS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV414325(NAD 83)
 FS0355_MARKER: DD = SURVEY DISK
 FS0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0355_SP_SET: CULVERT
 FS0355_STAMPING: 599+00 3055.31 1935
 FS0355_MARK LOGO: AZHD  
 FS0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0355
 FS0355  HISTORY     - Date     Condition        Report By
 FS0355  HISTORY     - 1935     MONUMENTED       AZHD
 FS0355  HISTORY     - 1949     GOOD             NGS
 FS0355  HISTORY     - 1982     GOOD             NGS
 FS0355
 FS0355                          STATION DESCRIPTION
 FS0355
 FS0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0355'8.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0355'8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0355'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0355'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0355'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER LINE
 FS0355'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0355
 FS0355                          STATION RECOVERY (1982)
 FS0355
 FS0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0355'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0227 ***********************************************************************
 FP0227  DESIGNATION -  5994.82
 FP0227  PID         -  FP0227
 FP0227  STATE/COUNTY-  AZ/APACHE
 FP0227  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0227
 FP0227                         *CURRENT SURVEY CONTROL
 FP0227  ___________________________________________________________________
 FP0227* NAD 83(1986)-  35 16 24.     (N)    109 15 36.     (W)     SCALED    
 FP0227* NAVD 88     -      1828.220  (meters)    5998.09   (feet)  ADJUSTED  
 FP0227  ___________________________________________________________________
 FP0227  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 FP0227  DYNAMIC HT  -        1825.672 (meters)    5989.73  (feet)  COMP
 FP0227  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 FP0227
 FP0227  VERT ORDER  -  SECOND    CLASS 0
 FP0227
 FP0227.The horizontal coordinates were scaled from a topographic map and have
 FP0227.an estimated accuracy of +/- 6 seconds.
 FP0227
 FP0227.The orthometric height was determined by differential leveling
 FP0227.and adjusted by the National Geodetic Survey in June 1991..
 FP0227
 FP0227.The geoid height was determined by GEOID03.
 FP0227
 FP0227.The dynamic height is computed by dividing the NAVD 88
 FP0227.geopotential number by the normal gravity value computed on the
 FP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0227.degrees latitude (g = 980.6199 gals.).
 FP0227
 FP0227.The modeled gravity was interpolated from observed gravity values.
 FP0227
 FP0227;                    North         East    Units  Estimated Accuracy
 FP0227;SPC AZ E     -   474,270.      295,850.      MT  (+/- 180 meters Scaled)
 FP0227
 FP0227                          SUPERSEDED SURVEY CONTROL
 FP0227
 FP0227  NGVD 29 (??/??/92) 1827.263  (m)         5994.95   (f) ADJ UNCH    2 0
 FP0227
 FP0227.Superseded values are not recommended for survey control.
 FP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0227.See file dsdata.txt to determine how the superseded data were derived.
 FP0227
 FP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE582047(NAD 83)
 FP0227_MARKER: DD = SURVEY DISK
 FP0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0227_SP_SET: ABUTMENT
 FP0227_STAMPING: 5994.82 2009+63.73 1949
 FP0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0227
 FP0227  HISTORY     - Date     Condition        Report By
 FP0227  HISTORY     - 1949     MONUMENTED       AZHD
 FP0227  HISTORY     - 1971     GOOD             USGS
 FP0227  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0227
 FP0227                          STATION DESCRIPTION
 FP0227
 FP0227'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0227'5.8 MI E FROM SANDERS.
 FP0227'FROM THE INTERCHANGE OF U.S. HIGHWAY 666 AND INTERSTATE 40 GO EAST FOR
 FP0227'ABOUT 5.8 MILES TO A LARGE CONCRETE BRIDGE EXPANDING OVER BOX CANYON.
 FP0227'16 FEET NORTHEAST OF OLD MILE POST 367, 14 FEET SOUTH OF THE CENTER OF
 FP0227'EAST BOUND LANE AND APPROXIMATELY ONE FOOT ABOVE THE LANE CEMENTED IN
 FP0227'THE WEST END OF THE SOUTH WEST ABUTMENT OF THE BRIDGE.
 FP0227
 FP0227                          STATION RECOVERY (1983)
 FP0227
 FP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1599 ***********************************************************************
 DV1599  DESIGNATION -  6 A
 DV1599  PID         -  DV1599
 DV1599  STATE/COUNTY-  AZ/LA PAZ
 DV1599  USGS QUAD   -  BEAR HILLS (1990)
 DV1599
 DV1599                         *CURRENT SURVEY CONTROL
 DV1599  ___________________________________________________________________
 DV1599* NAD 83(1986)-  33 38 56.     (N)    113 54 50.     (W)     SCALED    
 DV1599* NAVD 88     -       421.37   (+/-2cm)    1382.4    (feet)  VERTCON   
 DV1599  ___________________________________________________________________
 DV1599  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1599
 DV1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1599
 DV1599.The horizontal coordinates were scaled from a topographic map and have
 DV1599.an estimated accuracy of +/- 6 seconds.
 DV1599
 DV1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1599.The vertical order pertains to the NGVD 29 superseded value.
 DV1599
 DV1599.The geoid height was determined by GEOID03.
 DV1599
 DV1599;                    North         East    Units  Estimated Accuracy
 DV1599;SPC AZ W     -   293,740.      198,160.      MT  (+/- 180 meters Scaled)
 DV1599
 DV1599                          SUPERSEDED SURVEY CONTROL
 DV1599
 DV1599  NGVD 29 (??/??/92)  420.681  (m)         1380.18   (f) ADJ UNCH    2 0
 DV1599
 DV1599.Superseded values are not recommended for survey control.
 DV1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1599.See file dsdata.txt to determine how the superseded data were derived.
 DV1599
 DV1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC297270(NAD 83)
 DV1599_MARKER: DD = SURVEY DISK
 DV1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1599_STAMPING: 6 A 1962
 DV1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1599+STABILITY: SURFACE MOTION
 DV1599
 DV1599  HISTORY     - Date     Condition        Report By
 DV1599  HISTORY     - 1962     MONUMENTED       AZHD
 DV1599
 DV1599                          STATION DESCRIPTION
 DV1599
 DV1599'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1599'5.35 MI SE FROM BRENDA.
 DV1599'0.45 MILE EAST-SOUTHEAST OF W 395 6, AN ARIZONA HIGHWAY DEPARTMENT
 DV1599'DISK, STAMPED 6 A 1962, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV1599'THE GROUND, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1599'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0764 ***********************************************************************
 FQ0764  DESIGNATION -  6 HLS
 FQ0764  PID         -  FQ0764
 FQ0764  STATE/COUNTY-  AZ/NAVAJO
 FQ0764  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0764
 FQ0764                         *CURRENT SURVEY CONTROL
 FQ0764  ___________________________________________________________________
 FQ0764* NAD 83(1986)-  35 03 05.     (N)    110 21 06.     (W)     SCALED    
 FQ0764* NAVD 88     -      1566.239  (meters)    5138.57   (feet)  ADJUSTED  
 FQ0764  ___________________________________________________________________
 FQ0764  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0764  DYNAMIC HT  -        1564.141 (meters)    5131.69  (feet)  COMP
 FQ0764  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 FQ0764
 FQ0764  VERT ORDER  -  THIRD
 FQ0764
 FQ0764.The horizontal coordinates were scaled from a topographic map and have
 FQ0764.an estimated accuracy of +/- 6 seconds.
 FQ0764
 FQ0764.The orthometric height was determined by differential leveling
 FQ0764.and adjusted by the National Geodetic Survey in June 1991..
 FQ0764
 FQ0764.The geoid height was determined by GEOID03.
 FQ0764
 FQ0764.The dynamic height is computed by dividing the NAVD 88
 FQ0764.geopotential number by the normal gravity value computed on the
 FQ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0764.degrees latitude (g = 980.6199 gals.).
 FQ0764
 FQ0764.The modeled gravity was interpolated from observed gravity values.
 FQ0764
 FQ0764;                    North         East    Units  Estimated Accuracy
 FQ0764;SPC AZ E     -   449,290.      196,480.      MT  (+/- 180 meters Scaled)
 FQ0764
 FQ0764                          SUPERSEDED SURVEY CONTROL
 FQ0764
 FQ0764  NGVD 29 (??/??/92) 1565.46   (m)         5136.0    (f) COMPUTED    3 0
 FQ0764
 FQ0764.Superseded values are not recommended for survey control.
 FQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0764.See file dsdata.txt to determine how the superseded data were derived.
 FQ0764
 FQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD591789(NAD 83)
 FQ0764_MARKER: DB = BENCH MARK DISK
 FQ0764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0764_SP_SET: COPPER-CLAD STEEL ROD
 FQ0764_STAMPING: 6 HLS 1970 5156
 FQ0764_MARK LOGO: USGS  
 FQ0764_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0764+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0764
 FQ0764  HISTORY     - Date     Condition        Report By
 FQ0764  HISTORY     - 1970     MONUMENTED       USGS
 FQ0764
 FQ0764                          STATION DESCRIPTION
 FQ0764
 FQ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0764'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0764'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0764'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 1.0 MILES
 FQ0764'NORTHEAST ALONG THE ROAD TO A STOCK POND, 40 FEET WEST AND 4 FEET
 FQ0764'HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD
 FQ0764'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0854 ***********************************************************************
 FQ0854  DESIGNATION -  6 JRH
 FQ0854  PID         -  FQ0854
 FQ0854  STATE/COUNTY-  AZ/COCONINO
 FQ0854  USGS QUAD   -  HARBISON TANK (1989)
 FQ0854
 FQ0854                         *CURRENT SURVEY CONTROL
 FQ0854  ___________________________________________________________________
 FQ0854* NAD 83(1986)-  35 49 23.     (N)    111 53 03.     (W)     SCALED    
 FQ0854* NAVD 88     -      2038.101  (meters)    6686.67   (feet)  POSTED    
 FQ0854  ___________________________________________________________________
 FQ0854  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FQ0854  DYNAMIC HT  -        2035.340 (meters)    6677.61  (feet)  COMP
 FQ0854  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 FQ0854
 FQ0854  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0854
 FQ0854.The horizontal coordinates were scaled from a topographic map and have
 FQ0854.an estimated accuracy of +/- 6 seconds.
 FQ0854
 FQ0854.The orthometric height was determined by differential leveling
 FQ0854.and adjusted by the National Geodetic Survey in 1992..
 FQ0854.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0854.rate of 0.0 thru 1.0 mm/km.
 FQ0854
 FQ0854.The geoid height was determined by GEOID03.
 FQ0854
 FQ0854.The dynamic height is computed by dividing the NAVD 88
 FQ0854.geopotential number by the normal gravity value computed on the
 FQ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0854.degrees latitude (g = 980.6199 gals.).
 FQ0854
 FQ0854.The modeled gravity was interpolated from observed gravity values.
 FQ0854
 FQ0854;                    North         East    Units  Estimated Accuracy
 FQ0854;SPC AZ C     -   534,880.      216,300.      MT  (+/- 180 meters Scaled)
 FQ0854
 FQ0854                          SUPERSEDED SURVEY CONTROL
 FQ0854
 FQ0854  NGVD 29 (??/??/92) 2037.14   (m)         6683.5    (f) COMPUTED    3 0
 FQ0854
 FQ0854.Superseded values are not recommended for survey control.
 FQ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0854.See file dsdata.txt to determine how the superseded data were derived.
 FQ0854
 FQ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE201646(NAD 83)
 FQ0854_MARKER: DB = BENCH MARK DISK
 FQ0854_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0854_SP_SET: ROCK OUTCROP
 FQ0854_STAMPING: 6 JRH 1958 6683
 FQ0854_MARK LOGO: USGS  
 FQ0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0854+STABILITY: POSITION/ELEVATION WELL
 FQ0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0854+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0854
 FQ0854  HISTORY     - Date     Condition        Report By
 FQ0854  HISTORY     - 1958     MONUMENTED       USGS
 FQ0854
 FQ0854                          STATION DESCRIPTION
 FQ0854
 FQ0854'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0854'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0854'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0854'LOOKOUT TOWER, PROCEED 11.6 MILES SOUTH TO BUCKLAR TANK, 340 FEET
 FQ0854'SOUTHEAST OF A POLE CORRAL, 290 FEET SOUTHWEST OF THE CENTER OF A
 FQ0854'DAM, 67 FEET EAST OF THE CENTER OF THE ROAD AT A SHARP CURVE, 39 FEET
 FQ0854'SOUTHWEST OF A PINE TREE, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0865 ***********************************************************************
 FQ0865  DESIGNATION -  6 JRH
 FQ0865  PID         -  FQ0865
 FQ0865  STATE/COUNTY-  AZ/COCONINO
 FQ0865  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0865
 FQ0865                         *CURRENT SURVEY CONTROL
 FQ0865  ___________________________________________________________________
 FQ0865* NAD 83(1986)-  35 41 35.     (N)    111 44 56.     (W)     SCALED    
 FQ0865* NAVD 88     -      1887.920  (meters)    6193.95   (feet)  POSTED    
 FQ0865  ___________________________________________________________________
 FQ0865  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0865  DYNAMIC HT  -        1885.390 (meters)    6185.65  (feet)  COMP
 FQ0865  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 FQ0865
 FQ0865  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0865
 FQ0865.The horizontal coordinates were scaled from a topographic map and have
 FQ0865.an estimated accuracy of +/- 6 seconds.
 FQ0865
 FQ0865.The orthometric height was determined by differential leveling
 FQ0865.and adjusted by the National Geodetic Survey in 1992..
 FQ0865.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0865.rate of 0.0 thru 1.0 mm/km.
 FQ0865
 FQ0865.The geoid height was determined by GEOID03.
 FQ0865
 FQ0865.The dynamic height is computed by dividing the NAVD 88
 FQ0865.geopotential number by the normal gravity value computed on the
 FQ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0865.degrees latitude (g = 980.6199 gals.).
 FQ0865
 FQ0865.The modeled gravity was interpolated from observed gravity values.
 FQ0865
 FQ0865;                    North         East    Units  Estimated Accuracy
 FQ0865;SPC AZ C     -   520,470.      228,540.      MT  (+/- 180 meters Scaled)
 FQ0865
 FQ0865                          SUPERSEDED SURVEY CONTROL
 FQ0865
 FQ0865.No superseded survey control is available for this station.
 FQ0865
 FQ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE322501(NAD 83)
 FQ0865_MARKER: DB = BENCH MARK DISK
 FQ0865_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0865_SP_SET: ROCK OUTCROP
 FQ0865_STAMPING: 6 JRH 1959 6191
 FQ0865_MARK LOGO: USGS  
 FQ0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0865+STABILITY: POSITION/ELEVATION WELL
 FQ0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0865+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0865
 FQ0865  HISTORY     - Date     Condition        Report By
 FQ0865  HISTORY     - 1959     MONUMENTED       USGS
 FQ0865
 FQ0865                          STATION DESCRIPTION
 FQ0865
 FQ0865'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0865'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0865'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0865'LOOKOUT TOWER, PROCEED 24.6 MILES SOUTH TO THE POINT OF A RIDGE, 3.7
 FQ0865'MILES SOUTHEAST OF LOCKWOOD TANK, 0.2 MILES WEST OF A FENCE, 230 FEET
 FQ0865'NORTH OF CENTER OF THE ROAD, 15 FEET NORTHEAST OF THE BASE OF A HILL,
 FQ0865'IN THE BASE OF A LIMESTONE LEDGE, 2 FEET ABOVE THE GROUND, SET
 FQ0865'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0290 ***********************************************************************
 DV0290  DESIGNATION -  6 LUKE FIELD
 DV0290  PID         -  DV0290
 DV0290  STATE/COUNTY-  AZ/MARICOPA
 DV0290  USGS QUAD   -  EL MIRAGE (1982)
 DV0290
 DV0290                         *CURRENT SURVEY CONTROL
 DV0290  ___________________________________________________________________
 DV0290* NAD 83(1986)-  33 32 39.     (N)    112 21 59.     (W)     SCALED    
 DV0290* NAVD 88     -       333.50   (+/-2cm)    1094.2    (feet)  VERTCON   
 DV0290  ___________________________________________________________________
 DV0290  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0290
 DV0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0290
 DV0290.The horizontal coordinates were scaled from a topographic map and have
 DV0290.an estimated accuracy of +/- 6 seconds.
 DV0290
 DV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0290.The vertical order pertains to the NGVD 29 superseded value.
 DV0290
 DV0290.The geoid height was determined by GEOID03.
 DV0290
 DV0290;                    North         East    Units  Estimated Accuracy
 DV0290;SPC AZ C     -   282,190.      171,600.      MT  (+/- 180 meters Scaled)
 DV0290
 DV0290                          SUPERSEDED SURVEY CONTROL
 DV0290
 DV0290  NGVD 29 (??/??/92)  332.956  (m)         1092.37   (f) ADJ UNCH    2 0
 DV0290
 DV0290.Superseded values are not recommended for survey control.
 DV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0290.See file dsdata.txt to determine how the superseded data were derived.
 DV0290
 DV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731124(NAD 83)
 DV0290_MARKER: Q = CHISELED SQUARE
 DV0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0290_SP_SET: PAVEMENT
 DV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0290
 DV0290  HISTORY     - Date     Condition        Report By
 DV0290  HISTORY     - UNK      MONUMENTED       DOD
 DV0290  HISTORY     - 1945     GOOD             NGS
 DV0290
 DV0290                          STATION DESCRIPTION
 DV0290
 DV0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0290'IN LUKE FIELD.
 DV0290'AT LUKE FIELD, MARICOPA COUNTY, 89 FEET WEST-NORTH-WEST OF THE SHOP
 DV0290'MAINTENANCE ENGINEERING BUILDING, 6.2 FEET SOUTHWEST OF THE SOUTHWEST
 DV0290'CORNER OF A SEWER DRAIN, AT THE INTERSECTION OF A STREET AND THE WEST
 DV0290'AND NORTH ANCHORAGES, AT THE NORTHWEST CORNER OF THE WEST END OF A
 DV0290'STREET 0.5 FOOT NORTH AND 1.0 FOOT WEST OF THE POINT OF INTERSECTION,
 DV0290'AND ON THE TOP OF THE WEST ANCHORAGE PAVEMENT.  A CROSS INSIDE A
 DV0290'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1454 ***********************************************************************
 CZ1454  DESIGNATION -  6 MDC
 CZ1454  PID         -  CZ1454
 CZ1454  STATE/COUNTY-  AZ/PINAL
 CZ1454  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1454
 CZ1454                         *CURRENT SURVEY CONTROL
 CZ1454  ___________________________________________________________________
 CZ1454* NAD 83(1986)-  32 38 37.     (N)    111 23 40.     (W)     SCALED    
 CZ1454* NAVD 88     -       580.917  (meters)    1905.89   (feet)  ADJUSTED  
 CZ1454  ___________________________________________________________________
 CZ1454  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1454  DYNAMIC HT  -         580.172 (meters)    1903.45  (feet)  COMP
 CZ1454  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CZ1454
 CZ1454  VERT ORDER  -  FIRST     CLASS II
 CZ1454
 CZ1454.The horizontal coordinates were scaled from a topographic map and have
 CZ1454.an estimated accuracy of +/- 6 seconds.
 CZ1454
 CZ1454.The orthometric height was determined by differential leveling
 CZ1454.and adjusted by the National Geodetic Survey in June 1991..
 CZ1454
 CZ1454.The geoid height was determined by GEOID03.
 CZ1454
 CZ1454.The dynamic height is computed by dividing the NAVD 88
 CZ1454.geopotential number by the normal gravity value computed on the
 CZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1454.degrees latitude (g = 980.6199 gals.).
 CZ1454
 CZ1454.The modeled gravity was interpolated from observed gravity values.
 CZ1454
 CZ1454;                    North         East    Units  Estimated Accuracy
 CZ1454;SPC AZ C     -   182,350.      262,350.      MT  (+/- 180 meters Scaled)
 CZ1454
 CZ1454                          SUPERSEDED SURVEY CONTROL
 CZ1454
 CZ1454.No superseded survey control is available for this station.
 CZ1454
 CZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB630118(NAD 83)
 CZ1454_MARKER: DD = SURVEY DISK
 CZ1454_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1454_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1454_STAMPING: 6 MDC 1977
 CZ1454_MARK LOGO: USGS  
 CZ1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1454+STABILITY: POSITION/ELEVATION WELL
 CZ1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1454+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 CZ1454
 CZ1454  HISTORY     - Date     Condition        Report By
 CZ1454  HISTORY     - 1977     MONUMENTED       USGS
 CZ1454  HISTORY     - 1980     GOOD             NGS
 CZ1454  HISTORY     - 1984     GOOD             NGS
 CZ1454  HISTORY     - 19911205 GOOD             NGS
 CZ1454  HISTORY     - 20040514 GOOD             NGS
 CZ1454
 CZ1454                          STATION DESCRIPTION
 CZ1454
 CZ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1454'63.4 KM NW FROM TUCSON.
 CZ1454'THE MARK IS 3 M ABOVE A FENCE LINE.
 CZ1454'62.3 KILOMETERS (38.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1454'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1454'SOUTHWEST ALONG PICACHO PEAK ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CZ1454'SOUTHEAST ALONG THE EL PASO NATURAL GAS COMPANY PIPE LINE, AT THE
 CZ1454'HIGHEST SUMMIT IN THE PIPE LINE ROAD THAT CAN BE SEEN LOOKING
 CZ1454'SOUTHEAST ALONG THE PIPE LINE FROM THE CROSSING OF PICACHO PEAK ROAD,
 CZ1454'IN TOP OF A SMALL NARROW FLAT LEDGE OF THE EAST SLOPE OF A ROCK CLIFF
 CZ1454'WITH SEVERAL CAVES, 45 PACES SOUTHWEST AROUND THE SIDE OF THE ROCK
 CZ1454'CLIFF FROM BENCH MARK A 6 MDC USGS, ABOUT 3 METERS (10 FEET) WEST
 CZ1454'OF THE EXTENDED WEST PROPERTY LINE OF THE TRADING POST, 8.7 METERS
 CZ1454'(28.5 FEET) SOUTHEAST OF A FENCE AND 1.2 METERS (4 FEET) ABOVE THE
 CZ1454'GROUND.
 CZ1454
 CZ1454                          STATION RECOVERY (1984)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1454'RECOVERED IN GOOD CONDITION.
 CZ1454
 CZ1454                          STATION RECOVERY (1991)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1454'12.3 KM (7.65 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1454'POST OFFICE IN PICACHO, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 CZ1454'PICACHO PEAK ROAD, THENCE 0.4 KM (0.25 MI) SOUTHEASTERLY ALONG A
 CZ1454'ROCKY TRACK ROAD PARALLELING AN UNDERGROUND PIPE LINE, AT THE HIGHEST
 CZ1454'POINT OF THE ROAD, IN A 4 BY 5-FOOT LEDGE AT THE BASE OF AND NEAR THE
 CZ1454'EAST END OF A VERTICAL ROCK OUTCROP, 15.0 M (49.2 FT) SOUTHWEST OF
 CZ1454'THE ROAD CENTER, 10.7 M (35.1 FT) WEST OF A T-FENCE CORNER, 10.6 M
 CZ1454'(34.8 FT) SOUTH-SOUTHWEST OF AN UNDERGROUND PIPELINE WARNING SIGN,
 CZ1454'8.8 M (28.9 FT) SOUTHWEST OF THE FENCE, AND 5.0 M (16.4 FT) ABOVE THE
 CZ1454'LEVEL OF THE ROAD.
 CZ1454
 CZ1454                          STATION RECOVERY (2004)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2374 ***********************************************************************
 CZ2374  DESIGNATION -  6 WBC
 CZ2374  PID         -  CZ2374
 CZ2374  STATE/COUNTY-  AZ/PINAL
 CZ2374  USGS QUAD   -  RED ROCK (1993)
 CZ2374
 CZ2374                         *CURRENT SURVEY CONTROL
 CZ2374  ___________________________________________________________________
 CZ2374* NAD 83(1992)-  32 33 31.14285(N)    111 22 06.46900(W)     ADJUSTED  
 CZ2374* NAVD 88     -       556.9    (meters)    1827.     (feet)  VERTCON   
 CZ2374  ___________________________________________________________________
 CZ2374  X           -  -1,960,796.644 (meters)                     COMP
 CZ2374  Y           -  -5,011,481.148 (meters)                     COMP
 CZ2374  Z           -   3,413,090.676 (meters)                     COMP
 CZ2374  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2374  ELLIP HEIGHT-         527.27  (meters)          (06/11/02) GPS OBS
 CZ2374  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ2374
 CZ2374  HORZ ORDER  -  FIRST
 CZ2374  ELLP ORDER  -  FOURTH    CLASS II
 CZ2374
 CZ2374.The horizontal coordinates were established by GPS observations
 CZ2374.and adjusted by the National Geodetic Survey in August 1993..
 CZ2374
 CZ2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2374
 CZ2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2374
 CZ2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2374
 CZ2374.The ellipsoidal height was determined by GPS observations
 CZ2374.and is referenced to NAD 83.
 CZ2374
 CZ2374.The geoid height was determined by GEOID03.
 CZ2374
 CZ2374;                    North         East     Units Scale Factor Converg.
 CZ2374;SPC AZ C     -   172,943.112   264,840.068   MT  0.99993267   +0 17 42.1
 CZ2374;SPC AZ C     -   567,398.66    868,897.86   iFT  0.99993267   +0 17 42.1
 CZ2374;UTM  12      - 3,602,420.514   465,409.216   MT  0.99961475   -0 11 53.9
 CZ2374
 CZ2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2374!SPC AZ C     -   0.99991722  x   0.99993267  =   0.99984990
 CZ2374!UTM  12      -   0.99991722  x   0.99961475  =   0.99953200
 CZ2374
 CZ2374                          SUPERSEDED SURVEY CONTROL
 CZ2374
 CZ2374  ELLIP H (08/23/93)  527.34   (m)                       GP(       ) 4 2
 CZ2374  NAD 83(1986)-  32 33 31.13807(N)    111 22 06.46929(W) AD(       ) 1
 CZ2374  NGVD 29 (05/25/90)  556.5    (m)         1826.     (f) GPS OBS        
 CZ2374
 CZ2374.Superseded values are not recommended for survey control.
 CZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2374.See file dsdata.txt to determine how the superseded data were derived.
 CZ2374
 CZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6540902421(NAD 83)
 CZ2374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CZ2374+WITH SETTING: INFORMATION.
 CZ2374_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2374+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2374
 CZ2374  HISTORY     - Date     Condition        Report By
 CZ2374  HISTORY     - UNK      MONUMENTED
 CZ2374  HISTORY     - 1987     GOOD             NGS
 CZ2374
 CZ2374                          STATION DESCRIPTION
 CZ2374
 CZ2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2374'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2374'IN GOOD CONDITION.
 CZ2374'
 CZ2374'THE STATION IS LOCATED ABOUT 72.4 KM (45 MI)
 CZ2374'NORTHWEST OF TUCSON AND
 CZ2374'7.2 KM (4.5 MI) SOUTH OF PICACHO PEAK.
 CZ2374'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ2374'
 CZ2374'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2374'RED ROCK ROAD WHICH IS ABOUT 0.8 KM (0.5 MI) NORTHEAST OF RED ROCK,
 CZ2374'GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON RED ROCK ROAD TO A STOP SIGN AND
 CZ2374'A PAVED ROAD LEADING NORTH.
 CZ2374'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO A
 CZ2374'PAVED ROAD LEFT.
 CZ2374'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD
 CZ2374'TO THE RED ROCK BAR AND SERVICE STATION.  CONTINUE AHEAD AND GO
 CZ2374'SOUTHWEST FOR 4.0 KM (2.5 MI) ON RED ROCK ROAD TO A FORK.  FOLLOW
 CZ2374'THE LEFT FORK AND GO 0.2 KM (0.15 MI) TO A GATE AND THE STATION ON
 CZ2374'THE LEFT, ALONG A FENCE LINE.
 CZ2374'
 CZ2374'THE STATION IS A STANDARD USGS DISK
 CZ2374'STAMPED---1825 FT 6 WBC 1977---,
 CZ2374'BRAZED TO THE TOP OF A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO AN
 CZ2374'UNKNOWN DEPTH.  LOCATED
 CZ2374'10.4 METERS (34.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF RED
 CZ2374'ROCK ROAD,
 CZ2374'6.7 METERS (21.9 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CZ2374'THE DIRT ROAD LEADING THRU THE GATE AND
 CZ2374'0.3 METERS (1.0 FT) NORTHWEST FROM THE WOODEN ENTRANCE FENCE.
 CZ2374'
 CZ2374'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2374'
 CZ2374'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2374'
 CZ2374'DESCRIBED BY G.S. HART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0627 ***********************************************************************
 DA0627  DESIGNATION -  6 WF
 DA0627  PID         -  DA0627
 DA0627  STATE/COUNTY-  AZ/MARICOPA
 DA0627  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0627
 DA0627                         *CURRENT SURVEY CONTROL
 DA0627  ___________________________________________________________________
 DA0627* NAD 83(1986)-  32 46 11.     (N)    112 31 33.     (W)     SCALED    
 DA0627* NAVD 88     -       525.87   (+/-2cm)    1725.3    (feet)  VERTCON   
 DA0627  ___________________________________________________________________
 DA0627  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DA0627
 DA0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0627
 DA0627.The horizontal coordinates were scaled from a topographic map and have
 DA0627.an estimated accuracy of +/- 6 seconds.
 DA0627
 DA0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0627.The vertical order pertains to the NGVD 29 superseded value.
 DA0627
 DA0627.The geoid height was determined by GEOID03.
 DA0627
 DA0627;                    North         East    Units  Estimated Accuracy
 DA0627;SPC AZ C     -   196,380.      156,290.      MT  (+/- 180 meters Scaled)
 DA0627
 DA0627                          SUPERSEDED SURVEY CONTROL
 DA0627
 DA0627  NGVD 29 (??/??/92)  525.186  (m)         1723.05   (f) ADJ UNCH    2 0
 DA0627
 DA0627.Superseded values are not recommended for survey control.
 DA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0627.See file dsdata.txt to determine how the superseded data were derived.
 DA0627
 DA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB570267(NAD 83)
 DA0627_MARKER: DB = BENCH MARK DISK
 DA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0627_STAMPING: 1723 6 WF 1948
 DA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0627+STABILITY: SURFACE MOTION
 DA0627
 DA0627  HISTORY     - Date     Condition        Report By
 DA0627  HISTORY     - 1948     MONUMENTED       USGS
 DA0627  HISTORY     - 1952     GOOD             NGS
 DA0627
 DA0627                          STATION DESCRIPTION
 DA0627
 DA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0627'12.4 MI NW FROM STOUTS WELL.
 DA0627'12.4 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0627'AT THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 147 FEET EAST OF
 DA0627'THE CENTER OF THE JUNCTION, 41 1/2 FEET NORTHEAST OF THE CENTER LINE
 DA0627'OF THE TRACK ROAD LEADING SOUTHEAST, 32 1/2 FEET SOUTH OF THE CENTER
 DA0627'LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 DA0627'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT
 DA0627'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0966 ***********************************************************************
 DV0966  DESIGNATION -  60 A
 DV0966  PID         -  DV0966
 DV0966  STATE/COUNTY-  AZ/MARICOPA
 DV0966  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV0966
 DV0966                         *CURRENT SURVEY CONTROL
 DV0966  ___________________________________________________________________
 DV0966* NAD 83(1986)-  33 30 20.     (N)    112 58 42.     (W)     SCALED    
 DV0966* NAVD 88     -       365.17   (+/-2cm)    1198.1    (feet)  VERTCON   
 DV0966  ___________________________________________________________________
 DV0966  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0966
 DV0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0966
 DV0966.The horizontal coordinates were scaled from a topographic map and have
 DV0966.an estimated accuracy of +/- 6 seconds.
 DV0966
 DV0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0966.The vertical order pertains to the NGVD 29 superseded value.
 DV0966
 DV0966.The geoid height was determined by GEOID03.
 DV0966
 DV0966;                    North         East    Units  Estimated Accuracy
 DV0966;SPC AZ C     -   278,320.      114,720.      MT  (+/- 180 meters Scaled)
 DV0966
 DV0966                          SUPERSEDED SURVEY CONTROL
 DV0966
 DV0966  NGVD 29 (??/??/92)  364.52   (m)         1195.9    (f) COMPUTED    2 0
 DV0966
 DV0966.Superseded values are not recommended for survey control.
 DV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0966.See file dsdata.txt to determine how the superseded data were derived.
 DV0966
 DV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC162090(NAD 83)
 DV0966_MARKER: DD = SURVEY DISK
 DV0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0966_STAMPING: 60 A 1962
 DV0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0966+STABILITY: SURFACE MOTION
 DV0966
 DV0966  HISTORY     - Date     Condition        Report By
 DV0966  HISTORY     - 1962     MONUMENTED       AZHD
 DV0966  HISTORY     - 1962     GOOD             NGS
 DV0966
 DV0966                          STATION DESCRIPTION
 DV0966
 DV0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0966'0.4 MI ESE FROM TONOPAH.
 DV0966'AN AZHD DISK STAMPED 60 A 1962, SET IN THE TOP OF A CONCRETE POST
 DV0966'FLUSH WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF
 DV0966'PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NW OF A METAL WITNESS POST.
 DV0966'NOTE-- 0.4 MI ESE OF BM K 415 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1010 ***********************************************************************
 FR1010  DESIGNATION -  60 EMH
 FR1010  PID         -  FR1010
 FR1010  STATE/COUNTY-  AZ/COCONINO
 FR1010  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1010
 FR1010                         *CURRENT SURVEY CONTROL
 FR1010  ___________________________________________________________________
 FR1010* NAD 83(1986)-  35 23 55.     (N)    112 34 14.     (W)     SCALED    
 FR1010* NAVD 88     -      1699.095  (meters)    5574.45   (feet)  POSTED    
 FR1010  ___________________________________________________________________
 FR1010  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 FR1010  DYNAMIC HT  -        1696.840 (meters)    5567.05  (feet)  COMP
 FR1010  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 FR1010
 FR1010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1010
 FR1010.The horizontal coordinates were scaled from a topographic map and have
 FR1010.an estimated accuracy of +/- 6 seconds.
 FR1010
 FR1010.The orthometric height was determined by differential leveling
 FR1010.and adjusted by the National Geodetic Survey in 1992..
 FR1010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1010.rate of 0.0 thru 1.0 mm/km.
 FR1010
 FR1010.The geoid height was determined by GEOID03.
 FR1010
 FR1010.The dynamic height is computed by dividing the NAVD 88
 FR1010.geopotential number by the normal gravity value computed on the
 FR1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1010.degrees latitude (g = 980.6199 gals.).
 FR1010
 FR1010.The modeled gravity was interpolated from observed gravity values.
 FR1010
 FR1010;                    North         East    Units  Estimated Accuracy
 FR1010;SPC AZ C     -   487,990.      153,960.      MT  (+/- 180 meters Scaled)
 FR1010
 FR1010                          SUPERSEDED SURVEY CONTROL
 FR1010
 FR1010.No superseded survey control is available for this station.
 FR1010
 FR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE573183(NAD 83)
 FR1010_MARKER: DB = BENCH MARK DISK
 FR1010_SETTING: 66 = SET IN ROCK OUTCROP
 FR1010_SP_SET: BEDROCK
 FR1010_STAMPING: 60 EMH 1973 5572
 FR1010_MARK LOGO: USGS  
 FR1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1010+STABILITY: POSITION/ELEVATION WELL
 FR1010
 FR1010  HISTORY     - Date     Condition        Report By
 FR1010  HISTORY     - 1973     MONUMENTED       USGS
 FR1010
 FR1010                          STATION DESCRIPTION
 FR1010
 FR1010'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1010'38.0 KM (23.60 MI) NE FROM SELIGMAN.
 FR1010'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1010'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1010'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1010'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1010'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1010'ROAD, THENCE 2.75 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.8
 FR1010'MILES NORTHEAST OF PIPE LINE MILEPOST 242, 46 FEET NORTH OF THE
 FR1010'CENTERLINE OF THE ROAD, FLUSH WITH THE GROUND.
 FR1010'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0652 ***********************************************************************
 FP0652  DESIGNATION -  60 HLS
 FP0652  PID         -  FP0652
 FP0652  STATE/COUNTY-  AZ/APACHE
 FP0652  USGS QUAD   -  WIDE RUINS (1971)
 FP0652
 FP0652                         *CURRENT SURVEY CONTROL
 FP0652  ___________________________________________________________________
 FP0652* NAD 83(1986)-  35 22 40.     (N)    109 29 24.     (W)     SCALED    
 FP0652* NAVD 88     -      1879.944  (meters)    6167.78   (feet)  ADJUSTED  
 FP0652  ___________________________________________________________________
 FP0652  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 FP0652  DYNAMIC HT  -        1877.326 (meters)    6159.19  (feet)  COMP
 FP0652  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FP0652
 FP0652  VERT ORDER  -  SECOND    CLASS II
 FP0652
 FP0652.The horizontal coordinates were scaled from a topographic map and have
 FP0652.an estimated accuracy of +/- 6 seconds.
 FP0652
 FP0652.The orthometric height was determined by differential leveling
 FP0652.and adjusted by the National Geodetic Survey in June 1991..
 FP0652
 FP0652.The geoid height was determined by GEOID03.
 FP0652
 FP0652.The dynamic height is computed by dividing the NAVD 88
 FP0652.geopotential number by the normal gravity value computed on the
 FP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0652.degrees latitude (g = 980.6199 gals.).
 FP0652
 FP0652.The modeled gravity was interpolated from observed gravity values.
 FP0652
 FP0652;                    North         East    Units  Estimated Accuracy
 FP0652;SPC AZ E     -   485,690.      274,840.      MT  (+/- 180 meters Scaled)
 FP0652
 FP0652                          SUPERSEDED SURVEY CONTROL
 FP0652
 FP0652.No superseded survey control is available for this station.
 FP0652
 FP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE371159(NAD 83)
 FP0652_MARKER: DB = BENCH MARK DISK
 FP0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0652_SP_SET: COPPER-CLAD STEEL ROD
 FP0652_STAMPING: 60 HLS 1970 6164
 FP0652_MARK LOGO: USGS  
 FP0652_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0652+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0652
 FP0652  HISTORY     - Date     Condition        Report By
 FP0652  HISTORY     - 1970     MONUMENTED       USGS
 FP0652
 FP0652                          STATION DESCRIPTION
 FP0652
 FP0652'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0652'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0652'OFFICE AT GANADO, ARIZONA), PROCEED 9.2 MILES SOUTH ALONG STATE
 FP0652'HIGHWAY 63, 0.1 MILE NORTH OF AN INTERMITTANT STOCK POND, 99 FEET
 FP0652'EAST OF THE HIGHWAY, 1 FOOT WEST OF A WITNESS POST.  A COPPER-CLAD
 FP0652'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0234 ***********************************************************************
 FP0234  DESIGNATION -  6006.95
 FP0234  PID         -  FP0234
 FP0234  STATE/COUNTY-  AZ/APACHE
 FP0234  USGS QUAD   -  HOUCK (1971)
 FP0234
 FP0234                         *CURRENT SURVEY CONTROL
 FP0234  ___________________________________________________________________
 FP0234* NAD 83(1986)-  35 16 50.     (N)    109 11 10.     (W)     SCALED    
 FP0234* NAVD 88     -      1831.959  (meters)    6010.35   (feet)  ADJUSTED  
 FP0234  ___________________________________________________________________
 FP0234  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 FP0234  DYNAMIC HT  -        1829.404 (meters)    6001.97  (feet)  COMP
 FP0234  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 FP0234
 FP0234  VERT ORDER  -  SECOND    CLASS 0
 FP0234
 FP0234.The horizontal coordinates were scaled from a topographic map and have
 FP0234.an estimated accuracy of +/- 6 seconds.
 FP0234
 FP0234.The orthometric height was determined by differential leveling
 FP0234.and adjusted by the National Geodetic Survey in June 1991..
 FP0234
 FP0234.The geoid height was determined by GEOID03.
 FP0234
 FP0234.The dynamic height is computed by dividing the NAVD 88
 FP0234.geopotential number by the normal gravity value computed on the
 FP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0234.degrees latitude (g = 980.6199 gals.).
 FP0234
 FP0234.The modeled gravity was interpolated from observed gravity values.
 FP0234
 FP0234;                    North         East    Units  Estimated Accuracy
 FP0234;SPC AZ E     -   475,140.      302,560.      MT  (+/- 180 meters Scaled)
 FP0234
 FP0234                          SUPERSEDED SURVEY CONTROL
 FP0234
 FP0234  NGVD 29 (??/??/92) 1831.001  (m)         6007.21   (f) ADJ UNCH    2 0
 FP0234
 FP0234.Superseded values are not recommended for survey control.
 FP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0234.See file dsdata.txt to determine how the superseded data were derived.
 FP0234
 FP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE649056(NAD 83)
 FP0234_MARKER: DD = SURVEY DISK
 FP0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0234_SP_SET: BRIDGE
 FP0234_STAMPING: 6006.95 2345X75
 FP0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0234
 FP0234  HISTORY     - Date     Condition        Report By
 FP0234  HISTORY     - UNK      MONUMENTED       AZHD
 FP0234  HISTORY     - 1959     GOOD             NGS
 FP0234  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0234
 FP0234                          STATION DESCRIPTION
 FP0234
 FP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0234'10.0 MI E FROM SANDERS.
 FP0234'10.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0234'SANDERS, 1.4 MILES EAST OF HOUCK, 0.2 MILE WEST OF MILEPOST 372, 21
 FP0234'FEET NORTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 FP0234'NORTH HEADWALL OF AN 18 FOOT CONCRETE BRIDGE.  NOTE-- U.S. HIGHWAY 66
 FP0234'HAS BEEN REALIGNED.
 FP0234
 FP0234                          STATION RECOVERY (1971)
 FP0234
 FP0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0234'MARK NOT FOUND.
 FP0234
 FP0234                          STATION RECOVERY (1983)
 FP0234
 FP0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0234'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0307 ***********************************************************************
 ES0307  DESIGNATION -  6014
 ES0307  PID         -  ES0307
 ES0307  STATE/COUNTY-  AZ/GILA
 ES0307  USGS QUAD   -  PINE (1973)
 ES0307
 ES0307                         *CURRENT SURVEY CONTROL
 ES0307  ___________________________________________________________________
 ES0307* NAD 83(1986)-  34 24 21.     (N)    111 29 01.     (W)     SCALED    
 ES0307* NAVD 88     -      1834.316  (meters)    6018.09   (feet)  ADJUSTED  
 ES0307  ___________________________________________________________________
 ES0307  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 ES0307  DYNAMIC HT  -        1831.731 (meters)    6009.60  (feet)  COMP
 ES0307  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 ES0307
 ES0307  VERT ORDER  -  FIRST     CLASS II
 ES0307
 ES0307.The horizontal coordinates were scaled from a topographic map and have
 ES0307.an estimated accuracy of +/- 6 seconds.
 ES0307
 ES0307.The orthometric height was determined by differential leveling
 ES0307.and adjusted by the National Geodetic Survey in June 1991..
 ES0307
 ES0307.The geoid height was determined by GEOID03.
 ES0307
 ES0307.The dynamic height is computed by dividing the NAVD 88
 ES0307.geopotential number by the normal gravity value computed on the
 ES0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0307.degrees latitude (g = 980.6199 gals.).
 ES0307
 ES0307.The modeled gravity was interpolated from observed gravity values.
 ES0307
 ES0307;                    North         East    Units  Estimated Accuracy
 ES0307;SPC AZ E     -   378,450.       92,280.      MT  (+/- 180 meters Scaled)
 ES0307
 ES0307                          SUPERSEDED SURVEY CONTROL
 ES0307
 ES0307  NGVD 29 (??/??/92) 1833.482  (m)         6015.35   (f) ADJ UNCH    1 2
 ES0307
 ES0307.Superseded values are not recommended for survey control.
 ES0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0307.See file dsdata.txt to determine how the superseded data were derived.
 ES0307
 ES0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD555072(NAD 83)
 ES0307_MARKER: Z = SEE DESCRIPTION
 ES0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0307_SP_SET: TREE
 ES0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0307
 ES0307  HISTORY     - Date     Condition        Report By
 ES0307  HISTORY     - UNK      MONUMENTED       USGS
 ES0307  HISTORY     - 1933     GOOD             NGS
 ES0307
 ES0307                          STATION DESCRIPTION
 ES0307
 ES0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0307'2.4 MI NW FROM PINE.
 ES0307'AT SIDE OF HIGHWAY, 900 FEET WEST OF Y-JUNCTION OF HIGHWAY TO
 ES0307'FLAGSTAFF, AT POINT WHERE COVE TRAIL JOINS HIGHWAY, 25 FEET SOUTH OF
 ES0307'HIGHWAY CENTER-LINE, ON ROOT OF PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0033 ***********************************************************************
 GQ0033  DESIGNATION -  6028.93
 GQ0033  PID         -  GQ0033
 GQ0033  STATE/COUNTY-  AZ/COCONINO
 GQ0033  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0033
 GQ0033                         *CURRENT SURVEY CONTROL
 GQ0033  ___________________________________________________________________
 GQ0033* NAD 83(1986)-  36 50 48.     (N)    112 15 14.     (W)     SCALED    
 GQ0033* NAVD 88     -      1962.899  (meters)    6439.94   (feet)  POSTED    
 GQ0033  ___________________________________________________________________
 GQ0033  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 GQ0033  DYNAMIC HT  -        1960.450 (meters)    6431.91  (feet)  COMP
 GQ0033  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 GQ0033
 GQ0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0033
 GQ0033.The horizontal coordinates were scaled from a topographic map and have
 GQ0033.an estimated accuracy of +/- 6 seconds.
 GQ0033
 GQ0033.The orthometric height was determined by differential leveling
 GQ0033.and adjusted by the National Geodetic Survey in 1992..
 GQ0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0033.rate of 0.0 thru 1.0 mm/km.
 GQ0033
 GQ0033.The geoid height was determined by GEOID03.
 GQ0033
 GQ0033.The dynamic height is computed by dividing the NAVD 88
 GQ0033.geopotential number by the normal gravity value computed on the
 GQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0033.degrees latitude (g = 980.6199 gals.).
 GQ0033
 GQ0033.The modeled gravity was interpolated from observed gravity values.
 GQ0033
 GQ0033;                    North         East    Units  Estimated Accuracy
 GQ0033;SPC AZ C     -   648,510.      183,290.      MT  (+/- 180 meters Scaled)
 GQ0033
 GQ0033                          SUPERSEDED SURVEY CONTROL
 GQ0033
 GQ0033  NGVD 29 (??/??/92) 1961.802  (m)         6436.35   (f) ADJ UNCH    1 2
 GQ0033
 GQ0033.Superseded values are not recommended for survey control.
 GQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0033.See file dsdata.txt to determine how the superseded data were derived.
 GQ0033
 GQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF882785(NAD 83)
 GQ0033_MARKER: P = PIPE CAP
 GQ0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0033_STAMPING: 6028.93 261+22.37
 GQ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0033
 GQ0033  HISTORY     - Date     Condition        Report By
 GQ0033  HISTORY     - UNK      MONUMENTED       BPR
 GQ0033  HISTORY     - 1934     GOOD             NGS
 GQ0033
 GQ0033                          STATION DESCRIPTION
 GQ0033
 GQ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0033'18.1 MI SW FROM FREDONIA.
 GQ0033'18.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0033'COUNTY, AT THE CROSSING OF A ROW OF POLES, 33 FEET EAST OF THE
 GQ0033'CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTHEAST OF A POLE.  A UNITED
 GQ0033'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6028.93 261+22.37
 GQ0033'AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0178 ***********************************************************************
 DB0178  DESIGNATION -  604
 DB0178  PID         -  DB0178
 DB0178  STATE/COUNTY-  AZ/YUMA
 DB0178  USGS QUAD   -  LIGURTA (1965)
 DB0178
 DB0178                         *CURRENT SURVEY CONTROL
 DB0178  ___________________________________________________________________
 DB0178* NAD 83(1986)-  32 39 44.     (N)    114 19 16.     (W)     SCALED    
 DB0178* NAVD 88     -       206.03   (+/-2cm)     676.0    (feet)  VERTCON   
 DB0178  ___________________________________________________________________
 DB0178  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0178
 DB0178  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0178
 DB0178.The horizontal coordinates were scaled from a topographic map and have
 DB0178.an estimated accuracy of +/- 6 seconds.
 DB0178
 DB0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0178.The vertical order pertains to the NGVD 29 superseded value.
 DB0178
 DB0178.The geoid height was determined by GEOID03.
 DB0178
 DB0178;                    North         East    Units  Estimated Accuracy
 DB0178;SPC AZ W     -   184,450.      159,790.      MT  (+/- 180 meters Scaled)
 DB0178
 DB0178                          SUPERSEDED SURVEY CONTROL
 DB0178
 DB0178  NGVD 29 (??/??/??)  205.371  (m)          673.79   (f) ADJUSTED    1 2
 DB0178
 DB0178.Superseded values are not recommended for survey control.
 DB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0178.See file dsdata.txt to determine how the superseded data were derived.
 DB0178
 DB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS512170(NAD 83)
 DB0178_MARKER: DD = SURVEY DISK
 DB0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0178_SP_SET: CULVERT
 DB0178_STAMPING: 604 1947
 DB0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0178
 DB0178  HISTORY     - Date     Condition        Report By
 DB0178  HISTORY     - 1947     MONUMENTED       AZHD
 DB0178  HISTORY     - 1960     GOOD             NGS
 DB0178  HISTORY     - 1967     GOOD             AZHD
 DB0178  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0178  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0178
 DB0178                          STATION DESCRIPTION
 DB0178
 DB0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0178'1.7 MI W FROM LIGURTA.
 DB0178'1.7 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 28 FEET WEST OF
 DB0178'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 DB0178'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 DB0178
 DB0178                          STATION RECOVERY (1967)
 DB0178
 DB0178'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DB0178'RECOVERED IN GOOD CONDITION.
 DB0178
 DB0178                          STATION RECOVERY (1981)
 DB0178
 DB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0178'SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO BE DESTROYED BY THE
 DB0178'CONSTRUCTION OF INTERSTATE HIGHWAY 8.
 DB0178
 DB0178                          STATION RECOVERY (1981)
 DB0178
 DB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0178'SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO BE DESTROYED BY THE
 DB0178'CONSTRUCTION OF INTERSTATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0182 ***********************************************************************
 ER0182  DESIGNATION -  605+04.51
 ER0182  PID         -  ER0182
 ER0182  STATE/COUNTY-  AZ/APACHE
 ER0182  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0182
 ER0182                         *CURRENT SURVEY CONTROL
 ER0182  ___________________________________________________________________
 ER0182* NAD 83(1986)-  34 30 24.     (N)    109 25 08.     (W)     SCALED    
 ER0182* NAVD 88     -      1776.115  (meters)    5827.14   (feet)  ADJUSTED  
 ER0182  ___________________________________________________________________
 ER0182  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 ER0182  DYNAMIC HT  -        1773.581 (meters)    5818.82  (feet)  COMP
 ER0182  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 ER0182
 ER0182  VERT ORDER  -  SECOND    CLASS 0
 ER0182
 ER0182.The horizontal coordinates were scaled from a topographic map and have
 ER0182.an estimated accuracy of +/- 6 seconds.
 ER0182
 ER0182.The orthometric height was determined by differential leveling
 ER0182.and adjusted by the National Geodetic Survey in June 1991..
 ER0182
 ER0182.The geoid height was determined by GEOID03.
 ER0182
 ER0182.The dynamic height is computed by dividing the NAVD 88
 ER0182.geopotential number by the normal gravity value computed on the
 ER0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0182.degrees latitude (g = 980.6199 gals.).
 ER0182
 ER0182.The modeled gravity was interpolated from observed gravity values.
 ER0182
 ER0182;                    North         East    Units  Estimated Accuracy
 ER0182;SPC AZ E     -   389,110.      282,020.      MT  (+/- 180 meters Scaled)
 ER0182
 ER0182                          SUPERSEDED SURVEY CONTROL
 ER0182
 ER0182  NGVD 29 (??/??/92) 1775.288  (m)         5824.42   (f) ADJ UNCH    2 0
 ER0182
 ER0182.Superseded values are not recommended for survey control.
 ER0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0182.See file dsdata.txt to determine how the superseded data were derived.
 ER0182
 ER0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD451194(NAD 83)
 ER0182_MARKER: DD = SURVEY DISK
 ER0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0182_STAMPING: STA 605+04.51 1932
 ER0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0182+STABILITY: SURFACE MOTION
 ER0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0182+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 ER0182
 ER0182  HISTORY     - Date     Condition        Report By
 ER0182  HISTORY     - 1932     MONUMENTED       AZHD
 ER0182  HISTORY     - 20040408 GOOD             GEOCAC
 ER0182
 ER0182                          STATION DESCRIPTION
 ER0182
 ER0182'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0182'3.1 MI W FROM ST JOHNS.
 ER0182'3.1 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0182'JOHNS, APACHE COUNTY, AT THE FOOT OF A STEEP GRADE, OPPOSITE A JOG IN
 ER0182'THE SOUTH FENCE, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 ER0182'FEET EAST OF A RIGHT-OF-WAY STAKE.  AN ARIZONA STATE HIGHWAY
 ER0182'DEPARTMENT STANDARD DISK, STAMPED STA 605+04.51 1932 AND SET IN THE
 ER0182'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ER0182
 ER0182                          STATION RECOVERY (2004)
 ER0182
 ER0182'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0182'3.1 MILES W. ALONG U.S. HWY 180 FROM THE APACHE COUNTY ANNEX BLDG (OLD
 ER0182'HIGH SCHOOL) AT ST. JOHNS, OPPOSITE THE END OF THE S. FENCE, 45 FEET
 ER0182'N. OF THE CENTERLINE OF THE HWY, AND 2 FEET E. OF A FENCE POST, 1 FOOT
 ER0182'N. OF A FENCE.  AN ARIZONA STATE HWY DEPT STANDARD DISK, STAMPED STA
 ER0182'605+04.51 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 ER0182'INCHES ABOVE GROUND.  CIVILIAN GPS COORDINATES 34  30.413'N 109
 ER0182'25.152'W
 ER0182' 
 ER0182' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0112 ***********************************************************************
 FR0112  DESIGNATION -  6068
 FR0112  PID         -  FR0112
 FR0112  STATE/COUNTY-  AZ/COCONINO
 FR0112  USGS QUAD   -  HOWARD LAKE (1989)
 FR0112
 FR0112                         *CURRENT SURVEY CONTROL
 FR0112  ___________________________________________________________________
 FR0112* NAD 83(1986)-  35 30 53.     (N)    112 11 49.     (W)     SCALED    
 FR0112* NAVD 88     -      1849.160  (meters)    6066.79   (feet)  POSTED    
 FR0112  ___________________________________________________________________
 FR0112  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FR0112  DYNAMIC HT  -        1846.680 (meters)    6058.65  (feet)  COMP
 FR0112  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 FR0112
 FR0112  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0112
 FR0112.The horizontal coordinates were scaled from a topographic map and have
 FR0112.an estimated accuracy of +/- 6 seconds.
 FR0112
 FR0112.The orthometric height was determined by differential leveling
 FR0112.and adjusted by the National Geodetic Survey in 1992..
 FR0112.No vertical observational check was made to the station.
 FR0112.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0112.was located on a no-check spur therefore a value was not computed.
 FR0112
 FR0112.The geoid height was determined by GEOID03.
 FR0112
 FR0112.The dynamic height is computed by dividing the NAVD 88
 FR0112.geopotential number by the normal gravity value computed on the
 FR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0112.degrees latitude (g = 980.6199 gals.).
 FR0112
 FR0112.The modeled gravity was interpolated from observed gravity values.
 FR0112
 FR0112;                    North         East    Units  Estimated Accuracy
 FR0112;SPC AZ C     -   500,710.      187,940.      MT  (+/- 180 meters Scaled)
 FR0112
 FR0112                          SUPERSEDED SURVEY CONTROL
 FR0112
 FR0112  NGVD 29 (??/??/92) 1848.258  (m)         6063.83   (f) ADJ UNCH    2 0
 FR0112
 FR0112.Superseded values are not recommended for survey control.
 FR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0112.See file dsdata.txt to determine how the superseded data were derived.
 FR0112
 FR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE914307(NAD 83)
 FR0112_MARKER: P = PIPE CAP
 FR0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0112_STAMPING: 6068 CANYON
 FR0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0112
 FR0112  HISTORY     - Date     Condition        Report By
 FR0112  HISTORY     - UNK      MONUMENTED       USGS
 FR0112  HISTORY     - 1934     GOOD             NGS
 FR0112
 FR0112                          STATION DESCRIPTION
 FR0112
 FR0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0112'19.75 MI N FROM WILLIAMS.
 FR0112'19.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0112'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 19, IN A WASH,
 FR0112'AND 45 FEET EAST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 FR0112'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6068 CANYON AND RIVETED ON THE
 FR0112'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
 FR0112'NOTE-- THE PIPE WAS LEANING 10 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0354 ***********************************************************************
 FS0354  DESIGNATION -  606+90
 FS0354  PID         -  FS0354
 FS0354  STATE/COUNTY-  AZ/MOHAVE
 FS0354  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0354
 FS0354                         *CURRENT SURVEY CONTROL
 FS0354  ___________________________________________________________________
 FS0354* NAD 83(1986)-  35 30 38.     (N)    114 20 25.     (W)     SCALED    
 FS0354* NAVD 88     -       928.974  (meters)    3047.81   (feet)  POSTED    
 FS0354  ___________________________________________________________________
 FS0354  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0354  DYNAMIC HT  -         927.910 (meters)    3044.32  (feet)  COMP
 FS0354  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 FS0354
 FS0354  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0354
 FS0354.The horizontal coordinates were scaled from a topographic map and have
 FS0354.an estimated accuracy of +/- 6 seconds.
 FS0354
 FS0354.The orthometric height was determined by differential leveling
 FS0354.and adjusted by the National Geodetic Survey in 1992..
 FS0354.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0354.rate of 3.1 thru 4.0 mm/km.
 FS0354
 FS0354.The geoid height was determined by GEOID03.
 FS0354
 FS0354.The dynamic height is computed by dividing the NAVD 88
 FS0354.geopotential number by the normal gravity value computed on the
 FS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0354.degrees latitude (g = 980.6199 gals.).
 FS0354
 FS0354.The modeled gravity was interpolated from observed gravity values.
 FS0354
 FS0354;                    North         East    Units  Estimated Accuracy
 FS0354;SPC AZ W     -   500,390.      159,820.      MT  (+/- 180 meters Scaled)
 FS0354
 FS0354                          SUPERSEDED SURVEY CONTROL
 FS0354
 FS0354  NGVD 29 (??/??/92)  928.190  (m)         3045.24   (f) ADJ UNCH    1 1
 FS0354
 FS0354.Superseded values are not recommended for survey control.
 FS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0354.See file dsdata.txt to determine how the superseded data were derived.
 FS0354
 FS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV412329(NAD 83)
 FS0354_MARKER: DD = SURVEY DISK
 FS0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0354_SP_SET: CULVERT
 FS0354_STAMPING: 606+90 3045-83 1935
 FS0354_MARK LOGO: AZHD  
 FS0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0354
 FS0354  HISTORY     - Date     Condition        Report By
 FS0354  HISTORY     - 1935     MONUMENTED       AZHD
 FS0354  HISTORY     - 1949     GOOD             NGS
 FS0354  HISTORY     - 1982     GOOD             NGS
 FS0354
 FS0354                          STATION DESCRIPTION
 FS0354
 FS0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0354'9.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0354'9.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0354'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0354'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0354'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST
 FS0354'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0354'HIGHWAY.
 FS0354
 FS0354                          STATION RECOVERY (1982)
 FS0354
 FS0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0354'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0805 ***********************************************************************
 CZ0805  DESIGNATION -  607+00
 CZ0805  PID         -  CZ0805
 CZ0805  STATE/COUNTY-  AZ/PIMA
 CZ0805  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0805
 CZ0805                         *CURRENT SURVEY CONTROL
 CZ0805  ___________________________________________________________________
 CZ0805* NAD 83(1986)-  32 06 51.     (N)    111 13 08.     (W)     SCALED    
 CZ0805* NAVD 88     -       748.86   (+/-2cm)    2456.9    (feet)  VERTCON   
 CZ0805  ___________________________________________________________________
 CZ0805  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0805
 CZ0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0805
 CZ0805.The horizontal coordinates were scaled from a topographic map and have
 CZ0805.an estimated accuracy of +/- 6 seconds.
 CZ0805
 CZ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0805.The vertical order pertains to the NGVD 29 superseded value.
 CZ0805
 CZ0805.The geoid height was determined by GEOID03.
 CZ0805
 CZ0805;                    North         East    Units  Estimated Accuracy
 CZ0805;SPC AZ C     -   123,740.      279,210.      MT  (+/- 180 meters Scaled)
 CZ0805
 CZ0805                          SUPERSEDED SURVEY CONTROL
 CZ0805
 CZ0805  NGVD 29 (??/??/92)  748.175  (m)         2454.64   (f) ADJ UNCH    2 0
 CZ0805
 CZ0805.Superseded values are not recommended for survey control.
 CZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0805.See file dsdata.txt to determine how the superseded data were derived.
 CZ0805
 CZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA793531(NAD 83)
 CZ0805_MARKER: DD = SURVEY DISK
 CZ0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0805_SP_SET: CULVERT
 CZ0805_STAMPING: 607+00 2455.56
 CZ0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0805
 CZ0805  HISTORY     - Date     Condition        Report By
 CZ0805  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0805  HISTORY     - 1951     GOOD             NGS
 CZ0805
 CZ0805                          STATION DESCRIPTION
 CZ0805
 CZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0805'16.0 MI SW FROM TUCSON.
 CZ0805'16 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0805'STATE HIGHWAY 86, 3.3 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0805'AIRPORT, 0.1 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE HIGHWAY, SET
 CZ0805'IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF A 6 BY 6
 CZ0805'FOOT CONCRETE CULVERT, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0805'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0235 ***********************************************************************
 FP0235  DESIGNATION -  6071.10
 FP0235  PID         -  FP0235
 FP0235  STATE/COUNTY-  AZ/APACHE
 FP0235  USGS QUAD   -  HOUCK (1971)
 FP0235
 FP0235                         *CURRENT SURVEY CONTROL
 FP0235  ___________________________________________________________________
 FP0235* NAD 83(1986)-  35 17 00.     (N)    109 10 08.     (W)     SCALED    
 FP0235* NAVD 88     -      1851.496  (meters)    6074.45   (feet)  ADJUSTED  
 FP0235  ___________________________________________________________________
 FP0235  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 FP0235  DYNAMIC HT  -        1848.901 (meters)    6065.94  (feet)  COMP
 FP0235  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 FP0235
 FP0235  VERT ORDER  -  SECOND    CLASS 0
 FP0235
 FP0235.The horizontal coordinates were scaled from a topographic map and have
 FP0235.an estimated accuracy of +/- 6 seconds.
 FP0235
 FP0235.The orthometric height was determined by differential leveling
 FP0235.and adjusted by the National Geodetic Survey in June 1991..
 FP0235
 FP0235.The geoid height was determined by GEOID03.
 FP0235
 FP0235.The dynamic height is computed by dividing the NAVD 88
 FP0235.geopotential number by the normal gravity value computed on the
 FP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0235.degrees latitude (g = 980.6199 gals.).
 FP0235
 FP0235.The modeled gravity was interpolated from observed gravity values.
 FP0235
 FP0235;                    North         East    Units  Estimated Accuracy
 FP0235;SPC AZ E     -   475,460.      304,120.      MT  (+/- 180 meters Scaled)
 FP0235
 FP0235                          SUPERSEDED SURVEY CONTROL
 FP0235
 FP0235  NGVD 29 (??/??/92) 1850.523  (m)         6071.26   (f) ADJ UNCH    2 0
 FP0235
 FP0235.Superseded values are not recommended for survey control.
 FP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0235.See file dsdata.txt to determine how the superseded data were derived.
 FP0235
 FP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE665060(NAD 83)
 FP0235_MARKER: DD = SURVEY DISK
 FP0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0235_SP_SET: BRIDGE
 FP0235_STAMPING: 6071.10 2400X24
 FP0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0235
 FP0235  HISTORY     - Date     Condition        Report By
 FP0235  HISTORY     - UNK      MONUMENTED       AZHD
 FP0235  HISTORY     - 1959     GOOD             NGS
 FP0235  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0235  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0235
 FP0235                          STATION DESCRIPTION
 FP0235
 FP0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0235'11.2 MI E FROM SANDERS.
 FP0235'11.2 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0235'SANDERS, 2.5 MILES EAST OF HOUCK, 0.2 MILE WEST OF MILEPOST 373, 28
 FP0235'FEET EAST OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0235'THE CENTER OF THE NORTH HEADWALL OF A 7-FOOT CONCRETE BRIDGE, ABOUT 5
 FP0235'FEET LOWER THAN THE HIGHWAY.  NOTE-- U.S. HIGHWAY 66 HAS BEEN
 FP0235'REALIGNED.
 FP0235
 FP0235                          STATION RECOVERY (1971)
 FP0235
 FP0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0235'MARK NOT FOUND.
 FP0235
 FP0235                          STATION RECOVERY (1983)
 FP0235
 FP0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0235'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0107 ***********************************************************************
 FR0107  DESIGNATION -  6074
 FR0107  PID         -  FR0107
 FR0107  STATE/COUNTY-  AZ/COCONINO
 FR0107  USGS QUAD   -  HOWARD MESA (1989)
 FR0107
 FR0107                         *CURRENT SURVEY CONTROL
 FR0107  ___________________________________________________________________
 FR0107* NAD 83(1986)-  35 28 15.     (N)    112 11 04.     (W)     SCALED    
 FR0107* NAVD 88     -      1851.025  (meters)    6072.90   (feet)  POSTED    
 FR0107  ___________________________________________________________________
 FR0107  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0107  DYNAMIC HT  -        1848.510 (meters)    6064.65  (feet)  COMP
 FR0107  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 FR0107
 FR0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0107
 FR0107.The horizontal coordinates were scaled from a topographic map and have
 FR0107.an estimated accuracy of +/- 6 seconds.
 FR0107
 FR0107.The orthometric height was determined by differential leveling
 FR0107.and adjusted by the National Geodetic Survey in 1992..
 FR0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0107.rate of 0.0 thru 1.0 mm/km.
 FR0107
 FR0107.The geoid height was determined by GEOID03.
 FR0107
 FR0107.The dynamic height is computed by dividing the NAVD 88
 FR0107.geopotential number by the normal gravity value computed on the
 FR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0107.degrees latitude (g = 980.6199 gals.).
 FR0107
 FR0107.The modeled gravity was interpolated from observed gravity values.
 FR0107
 FR0107;                    North         East    Units  Estimated Accuracy
 FR0107;SPC AZ C     -   495,840.      189,060.      MT  (+/- 180 meters Scaled)
 FR0107
 FR0107                          SUPERSEDED SURVEY CONTROL
 FR0107
 FR0107  NGVD 29 (??/??/92) 1850.093  (m)         6069.85   (f) ADJ UNCH    2 0
 FR0107
 FR0107.Superseded values are not recommended for survey control.
 FR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0107.See file dsdata.txt to determine how the superseded data were derived.
 FR0107
 FR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925259(NAD 83)
 FR0107_MARKER: P = PIPE CAP
 FR0107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0107_STAMPING: 6074 CANYON
 FR0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0107
 FR0107  HISTORY     - Date     Condition        Report By
 FR0107  HISTORY     - UNK      MONUMENTED       USGS
 FR0107  HISTORY     - 1934     GOOD             NGS
 FR0107
 FR0107                          STATION DESCRIPTION
 FR0107
 FR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0107'16.5 MI N FROM WILLIAMS.
 FR0107'16-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0107'FROM THE SATION AT WILLIAMS, COCONINO COUNTY, ABOUT 7 POLES SOUTH OF
 FR0107'MILEPOST 16, ABOUT 7-1/2 RAILS SOUTH OF BRIDGE 16 D, 39 FEET OF THE
 FR0107'CENTER LINE OF THE TRACK, AND 15 FEET WEST OF A ROW OF POLES.  A
 FR0107'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6074 CANYON AND
 FR0107'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0028 ***********************************************************************
 EU0028  DESIGNATION -  609.36
 EU0028  PID         -  EU0028
 EU0028  STATE/COUNTY-  AZ/MOHAVE
 EU0028  USGS QUAD   -  TOPOCK (1970)
 EU0028
 EU0028                         *CURRENT SURVEY CONTROL
 EU0028  ___________________________________________________________________
 EU0028* NAD 83(1986)-  34 43 11.     (N)    114 27 17.     (W)     SCALED    
 EU0028* NAVD 88     -       186.361  (meters)     611.42   (feet)  ADJUSTED  
 EU0028  ___________________________________________________________________
 EU0028  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0028  DYNAMIC HT  -         186.171 (meters)     610.80  (feet)  COMP
 EU0028  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EU0028
 EU0028  VERT ORDER  -  FIRST     CLASS II
 EU0028
 EU0028.The horizontal coordinates were scaled from a topographic map and have
 EU0028.an estimated accuracy of +/- 6 seconds.
 EU0028
 EU0028.The orthometric height was determined by differential leveling
 EU0028.and adjusted by the National Geodetic Survey in June 1991..
 EU0028
 EU0028.The geoid height was determined by GEOID03.
 EU0028
 EU0028.The dynamic height is computed by dividing the NAVD 88
 EU0028.geopotential number by the normal gravity value computed on the
 EU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0028.degrees latitude (g = 980.6199 gals.).
 EU0028
 EU0028.The modeled gravity was interpolated from observed gravity values.
 EU0028
 EU0028;                    North         East    Units  Estimated Accuracy
 EU0028;SPC AZ W     -   412,720.      148,810.      MT  (+/- 180 meters Scaled)
 EU0028
 EU0028                          SUPERSEDED SURVEY CONTROL
 EU0028
 EU0028  NGVD 29 (??/??/??)  185.713  (m)          609.29   (f) ADJUSTED    1 2
 EU0028
 EU0028.Superseded values are not recommended for survey control.
 EU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0028.See file dsdata.txt to determine how the superseded data were derived.
 EU0028
 EU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU330449(NAD 83)
 EU0028_MARKER: DD = SURVEY DISK
 EU0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0028_SP_SET: CULVERT
 EU0028_STAMPING: 609.36 100X00 1951
 EU0028_MARK LOGO: AZHD  
 EU0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0028
 EU0028  HISTORY     - Date     Condition        Report By
 EU0028  HISTORY     - 1951     MONUMENTED       AZHD
 EU0028  HISTORY     - 1961     GOOD             NGS
 EU0028  HISTORY     - 1981     GOOD             NGS
 EU0028
 EU0028                          STATION DESCRIPTION
 EU0028
 EU0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0028'1.8 MI E FROM TOPOCK.
 EU0028'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0028'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0028'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF AN
 EU0028'8 FOOT CONCRETE BOX CULVERT, 30 FEET SOUTH OF THE CENTER LINE OF
 EU0028'U.S. HIGHWAY 66 AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 EU0028
 EU0028                          STATION RECOVERY (1981)
 EU0028
 EU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0028'2.95 KM (1.85 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0028'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN THE CENTER OF THE SOUTH
 EU0028'HEADWALL OF A 8 FOOT BOX CULVERT UNDER THE WEST BOUND TRAFFIC LANES,
 EU0028'0.2 KM (0.1 MI) WEST OF MILEPOST 2, 8.1 METERS (26.5 FT) SOUTH OF THE
 EU0028'CENTERLINE OF THE WEST BOUND LANES.
 EU0028'THE MARK IS 1.2 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1011 ***********************************************************************
 FR1011  DESIGNATION -  61 EMH
 FR1011  PID         -  FR1011
 FR1011  STATE/COUNTY-  AZ/COCONINO
 FR1011  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1011
 FR1011                         *CURRENT SURVEY CONTROL
 FR1011  ___________________________________________________________________
 FR1011* NAD 83(1986)-  35 24 34.     (N)    112 34 11.     (W)     SCALED    
 FR1011* NAVD 88     -      1689.250  (meters)    5542.15   (feet)  POSTED    
 FR1011  ___________________________________________________________________
 FR1011  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 FR1011  DYNAMIC HT  -        1687.010 (meters)    5534.80  (feet)  COMP
 FR1011  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 FR1011
 FR1011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1011
 FR1011.The horizontal coordinates were scaled from a topographic map and have
 FR1011.an estimated accuracy of +/- 6 seconds.
 FR1011
 FR1011.The orthometric height was determined by differential leveling
 FR1011.and adjusted by the National Geodetic Survey in 1992..
 FR1011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1011.rate of 0.0 thru 1.0 mm/km.
 FR1011
 FR1011.The geoid height was determined by GEOID03.
 FR1011
 FR1011.The dynamic height is computed by dividing the NAVD 88
 FR1011.geopotential number by the normal gravity value computed on the
 FR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1011.degrees latitude (g = 980.6199 gals.).
 FR1011
 FR1011.The modeled gravity was interpolated from observed gravity values.
 FR1011
 FR1011;                    North         East    Units  Estimated Accuracy
 FR1011;SPC AZ C     -   489,190.      154,050.      MT  (+/- 180 meters Scaled)
 FR1011
 FR1011                          SUPERSEDED SURVEY CONTROL
 FR1011
 FR1011.No superseded survey control is available for this station.
 FR1011
 FR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE574195(NAD 83)
 FR1011_MARKER: DB = BENCH MARK DISK
 FR1011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1011_SP_SET: COPPER-CLAD STEEL ROD
 FR1011_STAMPING: 61 EMH 1973 5539
 FR1011_MARK LOGO: USGS  
 FR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1011
 FR1011  HISTORY     - Date     Condition        Report By
 FR1011  HISTORY     - 1973     MONUMENTED       USGS
 FR1011
 FR1011                          STATION DESCRIPTION
 FR1011
 FR1011'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1011'39.7 KM (24.70 MI) NE FROM SELIGMAN.
 FR1011'FROM THE TRAIN STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG OLD
 FR1011'U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE
 FR1011'8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF THE
 FR1011'AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1011'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1011'ROAD, THENCE 3.25 MILES NORTHEAST ALONG A PIPE LINE ROAD, THENCE 0.6
 FR1011'MILES NORTHWEST ALONG A DIRT ROAD.  OR, FROM THE GATE AT SEVEN RANCH,
 FR1011'PROCEED 2.6 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.25 MILES
 FR1011'NORTHWEST OF A DRAIN CROSSING, 35 FEET EAST OF THE CENTERLINE OF THE
 FR1011'ROAD.  ROD DEPTH UNKNOWN.
 FR1011'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0653 ***********************************************************************
 FP0653  DESIGNATION -  61 HLS
 FP0653  PID         -  FP0653
 FP0653  STATE/COUNTY-  AZ/APACHE
 FP0653  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0653
 FP0653                         *CURRENT SURVEY CONTROL
 FP0653  ___________________________________________________________________
 FP0653* NAD 83(1986)-  35 22 06.     (N)    109 28 39.     (W)     SCALED    
 FP0653* NAVD 88     -      1904.227  (meters)    6247.45   (feet)  ADJUSTED  
 FP0653  ___________________________________________________________________
 FP0653  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0653  DYNAMIC HT  -        1901.568 (meters)    6238.73  (feet)  COMP
 FP0653  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 FP0653
 FP0653  VERT ORDER  -  SECOND    CLASS II
 FP0653
 FP0653.The horizontal coordinates were scaled from a topographic map and have
 FP0653.an estimated accuracy of +/- 6 seconds.
 FP0653
 FP0653.The orthometric height was determined by differential leveling
 FP0653.and adjusted by the National Geodetic Survey in June 1991..
 FP0653
 FP0653.The geoid height was determined by GEOID03.
 FP0653
 FP0653.The dynamic height is computed by dividing the NAVD 88
 FP0653.geopotential number by the normal gravity value computed on the
 FP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0653.degrees latitude (g = 980.6199 gals.).
 FP0653
 FP0653.The modeled gravity was interpolated from observed gravity values.
 FP0653
 FP0653;                    North         East    Units  Estimated Accuracy
 FP0653;SPC AZ E     -   484,650.      275,980.      MT  (+/- 180 meters Scaled)
 FP0653
 FP0653                          SUPERSEDED SURVEY CONTROL
 FP0653
 FP0653.No superseded survey control is available for this station.
 FP0653
 FP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE383149(NAD 83)
 FP0653_MARKER: DB = BENCH MARK DISK
 FP0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0653_SP_SET: COPPER-CLAD STEEL ROD
 FP0653_STAMPING: 61 HLS 1970 6244
 FP0653_MARK LOGO: USGS  
 FP0653_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0653+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0653
 FP0653  HISTORY     - Date     Condition        Report By
 FP0653  HISTORY     - 1970     MONUMENTED       USGS
 FP0653
 FP0653                          STATION DESCRIPTION
 FP0653
 FP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0653'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0653'OFFICE AT GANADO, ARIZONA), PROCEED 10.2 MILES SOUTH ALONG STATE
 FP0653'HIGHWAY 63, 0.1 MILE NORTH OF A DRAIN, 100 FEET WEST OF THE HIGHWAY,
 FP0653'2 FEET EAST OF A FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0653'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0761 ***********************************************************************
 DT0761  DESIGNATION -  6105
 DT0761  PID         -  DT0761
 DT0761  STATE/COUNTY-  AZ/GREENLEE
 DT0761  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0761
 DT0761                         *CURRENT SURVEY CONTROL
 DT0761  ___________________________________________________________________
 DT0761* NAD 83(1992)-  33 14 18.19084(N)    109 28 02.23868(W)     ADJUSTED  
 DT0761* NAVD 88     -      1870.     (meters)    6135.     (feet)  SCALED    
 DT0761  ___________________________________________________________________
 DT0761  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DT0761  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DT0761
 DT0761  HORZ ORDER  -  SECOND
 DT0761
 DT0761.The horizontal coordinates were established by classical geodetic methods
 DT0761.and adjusted by the National Geodetic Survey in August 1993..
 DT0761
 DT0761.The orthometric height was scaled from a topographic map.
 DT0761
 DT0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0761
 DT0761.The geoid height was determined by GEOID03.
 DT0761
 DT0761;                    North         East     Units Scale Factor Converg.
 DT0761;SPC AZ E     -   248,405.557   278,536.940   MT  0.99995236   +0 23 00.1
 DT0761;SPC AZ E     -   814,978.86    913,835.10   iFT  0.99995236   +0 23 00.1
 DT0761;UTM  12      - 3,678,762.057   642,800.096   MT  0.99985142   +0 50 24.9
 DT0761
 DT0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0761!SPC AZ E     -   0.99971044  x   0.99995236  =   0.99966281
 DT0761!UTM  12      -   0.99971044  x   0.99985142  =   0.99956190
 DT0761
 DT0761                          SUPERSEDED SURVEY CONTROL
 DT0761
 DT0761  NAD 83(1986)-  33 14 18.18767(N)    109 28 02.23848(W) AD(       ) 2
 DT0761  NAD 27      -  33 14 17.96410(N)    109 27 59.95680(W) AD(       ) 2
 DT0761
 DT0761.Superseded values are not recommended for survey control.
 DT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0761.See file dsdata.txt to determine how the superseded data were derived.
 DT0761
 DT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4280078762(NAD 83)
 DT0761_MARKER: DB = BENCH MARK DISK
 DT0761_SETTING: 80 = SET IN A BOULDER
 DT0761_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0761
 DT0761  HISTORY     - Date     Condition        Report By
 DT0761  HISTORY     - 1960     MONUMENTED       USGS
 DT0761
 DT0761                          STATION DESCRIPTION
 DT0761
 DT0761'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DT0761'TO REACH STATION TULE FROM THE POST OFFICE IN CLIFTON, GO NORTH
 DT0761'ON U.S. HIGHWAY 666 16.8 MILES TO A ROADSIDE PARK ON THE EAST
 DT0761'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, NORTH, ON U.S. HIGHWAY 666
 DT0761'2.3 MILES TO A STOCK GUARD, A T-ROAD TO THE LEFT, AND SIGN
 DT0761'TULE RANCH 6.  TURN LEFT, AS PER SIGN, AND FOLLOW THE DIRT
 DT0761'ROAD WEST AND SOUTHWEST 2.1 MILES TO A Y-FORK.  TAKE RIGHT FORK
 DT0761'AND FOLLOW THE DIRT ROAD SOUTHWESTERLY 1.8 MILES TO A Y-FORK,
 DT0761'KEEP RIGHT FORK 0.1 MILE TO ANOTHER Y-FORK.  TAKE RIGHT FORK,
 DT0761'NORTHWEST, 2.3 MILES TO A STOCK PEN AND CORRAL.  FOLLOW TRACK
 DT0761'ROAD WEST, ACROSS TWO WASHES, 0.4 MILE TO THE END OF TRUCK
 DT0761'TRAVEL.  PACK SOUTHWEST TO THE TOP OF THE RIDGE.
 DT0761'CONTINUE WEST AND NORTHWEST ALONG THE RIDGE TO
 DT0761'THE HIGHEST POINT AND STATION TULE.  THIS IS AN HOUR
 DT0761'PACK.
 DT0761'
 DT0761'THE STATION, STAMPED 6105, IS A U.S. GEOLOGICAL SURVEY
 DT0761'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 DT0761'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0238 ***********************************************************************
 FP0238  DESIGNATION -  6131.17
 FP0238  PID         -  FP0238
 FP0238  STATE/COUNTY-  AZ/APACHE
 FP0238  USGS QUAD   -  LUPTON (1971)
 FP0238
 FP0238                         *CURRENT SURVEY CONTROL
 FP0238  ___________________________________________________________________
 FP0238* NAD 83(1986)-  35 18 13.     (N)    109 07 20.     (W)     SCALED    
 FP0238* NAVD 88     -      1869.760  (meters)    6134.37   (feet)  ADJUSTED  
 FP0238  ___________________________________________________________________
 FP0238  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 FP0238  DYNAMIC HT  -        1867.121 (meters)    6125.71  (feet)  COMP
 FP0238  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 FP0238
 FP0238  VERT ORDER  -  SECOND    CLASS 0
 FP0238
 FP0238.The horizontal coordinates were scaled from a topographic map and have
 FP0238.an estimated accuracy of +/- 6 seconds.
 FP0238
 FP0238.The orthometric height was determined by differential leveling
 FP0238.and adjusted by the National Geodetic Survey in June 1991..
 FP0238
 FP0238.The geoid height was determined by GEOID03.
 FP0238
 FP0238.The dynamic height is computed by dividing the NAVD 88
 FP0238.geopotential number by the normal gravity value computed on the
 FP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0238.degrees latitude (g = 980.6199 gals.).
 FP0238
 FP0238.The modeled gravity was interpolated from observed gravity values.
 FP0238
 FP0238;                    North         East    Units  Estimated Accuracy
 FP0238;SPC AZ E     -   477,760.      308,340.      MT  (+/- 180 meters Scaled)
 FP0238
 FP0238                          SUPERSEDED SURVEY CONTROL
 FP0238
 FP0238  NGVD 29 (??/??/92) 1868.767  (m)         6131.11   (f) ADJ UNCH    2 0
 FP0238
 FP0238.Superseded values are not recommended for survey control.
 FP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0238.See file dsdata.txt to determine how the superseded data were derived.
 FP0238
 FP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE707083(NAD 83)
 FP0238_MARKER: DD = SURVEY DISK
 FP0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0238_SP_SET: BRIDGE
 FP0238_STAMPING: 6131-17 1944
 FP0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0238
 FP0238  HISTORY     - Date     Condition        Report By
 FP0238  HISTORY     - 1944     MONUMENTED       AZHD
 FP0238  HISTORY     - 1959     GOOD             NGS
 FP0238  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0238
 FP0238                          STATION DESCRIPTION
 FP0238
 FP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0238'14.4 MI E FROM SANDERS.
 FP0238'14.4 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0238'SANDERS, 5.7 MILES EAST OF HOUCK, 0.15 MILE WEST OF MILEPOST 376, 21
 FP0238'FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0238'THE CENTER OF THE NORTH HEADWALL OF A 24-FOOT BRIDGE.  NOTE-- U.S.
 FP0238'HIGHWAY 66 HAS BEEN REALIGNED.
 FP0238
 FP0238                          STATION RECOVERY (1971)
 FP0238
 FP0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0238'MARK NOT FOUND.
 FP0238
 FP0238                          STATION RECOVERY (1983)
 FP0238
 FP0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0238'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0237 ***********************************************************************
 FP0237  DESIGNATION -  6134.44
 FP0237  PID         -  FP0237
 FP0237  STATE/COUNTY-  AZ/APACHE
 FP0237  USGS QUAD   -  HOUCK (1971)
 FP0237
 FP0237                         *CURRENT SURVEY CONTROL
 FP0237  ___________________________________________________________________
 FP0237* NAD 83(1986)-  35 17 50.     (N)    109 08 14.     (W)     SCALED    
 FP0237* NAVD 88     -      1870.761  (meters)    6137.65   (feet)  ADJUSTED  
 FP0237  ___________________________________________________________________
 FP0237  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 FP0237  DYNAMIC HT  -        1868.124 (meters)    6129.00  (feet)  COMP
 FP0237  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 FP0237
 FP0237  VERT ORDER  -  SECOND    CLASS 0
 FP0237
 FP0237.The horizontal coordinates were scaled from a topographic map and have
 FP0237.an estimated accuracy of +/- 6 seconds.
 FP0237
 FP0237.The orthometric height was determined by differential leveling
 FP0237.and adjusted by the National Geodetic Survey in June 1991..
 FP0237
 FP0237.The geoid height was determined by GEOID03.
 FP0237
 FP0237.The dynamic height is computed by dividing the NAVD 88
 FP0237.geopotential number by the normal gravity value computed on the
 FP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0237.degrees latitude (g = 980.6199 gals.).
 FP0237
 FP0237.The modeled gravity was interpolated from observed gravity values.
 FP0237
 FP0237;                    North         East    Units  Estimated Accuracy
 FP0237;SPC AZ E     -   477,030.      306,990.      MT  (+/- 180 meters Scaled)
 FP0237
 FP0237                          SUPERSEDED SURVEY CONTROL
 FP0237
 FP0237  NGVD 29 (??/??/92) 1869.773  (m)         6134.41   (f) ADJ UNCH    2 0
 FP0237
 FP0237.Superseded values are not recommended for survey control.
 FP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0237.See file dsdata.txt to determine how the superseded data were derived.
 FP0237
 FP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE693075(NAD 83)
 FP0237_MARKER: DD = SURVEY DISK
 FP0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0237_SP_SET: CULVERT
 FP0237_STAMPING: 6134-44 1944
 FP0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0237
 FP0237  HISTORY     - Date     Condition        Report By
 FP0237  HISTORY     - 1944     MONUMENTED       AZHD
 FP0237  HISTORY     - 1959     GOOD             NGS
 FP0237  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0237
 FP0237                          STATION DESCRIPTION
 FP0237
 FP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0237'13.4 MI E FROM SANDERS.
 FP0237'13.4 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0237'HOLBROOK, 4.7 MILES EAST OF HOUCK, 0.1 MILE WEST OF MILEPOST 375, 23
 FP0237'FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0237'THE CENTER OF THE NORTH HEADWALL OF A 14-FOOT CONCRETE CULVERT THAT IS
 FP0237'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  NOTE-- US HIGHWAY 66 HAS BEEN
 FP0237'REALIGNED.
 FP0237
 FP0237                          STATION RECOVERY (1971)
 FP0237
 FP0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0237'MARK NOT FOUND.
 FP0237
 FP0237                          STATION RECOVERY (1983)
 FP0237
 FP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0237'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0353 ***********************************************************************
 FS0353  DESIGNATION -  614+00
 FS0353  PID         -  FS0353
 FS0353  STATE/COUNTY-  AZ/MOHAVE
 FS0353  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0353
 FS0353                         *CURRENT SURVEY CONTROL
 FS0353  ___________________________________________________________________
 FS0353* NAD 83(1986)-  35 30 42.     (N)    114 20 27.     (W)     SCALED    
 FS0353* NAVD 88     -       926.513  (meters)    3039.73   (feet)  POSTED    
 FS0353  ___________________________________________________________________
 FS0353  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0353  DYNAMIC HT  -         925.450 (meters)    3036.25  (feet)  COMP
 FS0353  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 FS0353
 FS0353  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0353
 FS0353.The horizontal coordinates were scaled from a topographic map and have
 FS0353.an estimated accuracy of +/- 6 seconds.
 FS0353
 FS0353.The orthometric height was determined by differential leveling
 FS0353.and adjusted by the National Geodetic Survey in 1992..
 FS0353.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0353.rate of 4.1 thru 8.0 mm/km.
 FS0353
 FS0353.The geoid height was determined by GEOID03.
 FS0353
 FS0353.The dynamic height is computed by dividing the NAVD 88
 FS0353.geopotential number by the normal gravity value computed on the
 FS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0353.degrees latitude (g = 980.6199 gals.).
 FS0353
 FS0353.The modeled gravity was interpolated from observed gravity values.
 FS0353
 FS0353;                    North         East    Units  Estimated Accuracy
 FS0353;SPC AZ W     -   500,510.      159,770.      MT  (+/- 180 meters Scaled)
 FS0353
 FS0353                          SUPERSEDED SURVEY CONTROL
 FS0353
 FS0353  NGVD 29 (??/??/92)  925.730  (m)         3037.17   (f) ADJ UNCH    1 1
 FS0353
 FS0353.Superseded values are not recommended for survey control.
 FS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0353.See file dsdata.txt to determine how the superseded data were derived.
 FS0353
 FS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV411330(NAD 83)
 FS0353_MARKER: DD = SURVEY DISK
 FS0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0353_SP_SET: CULVERT
 FS0353_STAMPING: 614+00 3037.78 1935
 FS0353_MARK LOGO: AZHD  
 FS0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0353
 FS0353  HISTORY     - Date     Condition        Report By
 FS0353  HISTORY     - 1935     MONUMENTED       AZHD
 FS0353  HISTORY     - 1949     GOOD             NGS
 FS0353  HISTORY     - 1982     GOOD             NGS
 FS0353
 FS0353                          STATION DESCRIPTION
 FS0353
 FS0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0353'9.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0353'9.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0353'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0353'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0353'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.4 FEET SOUTHWEST OF THE
 FS0353'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0353
 FS0353                          STATION RECOVERY (1982)
 FS0353
 FS0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0353'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0243 ***********************************************************************
 FP0243  DESIGNATION -  6141.91
 FP0243  PID         -  FP0243
 FP0243  STATE/COUNTY-  AZ/APACHE
 FP0243  USGS QUAD   -  LUPTON (1971)
 FP0243
 FP0243                         *CURRENT SURVEY CONTROL
 FP0243  ___________________________________________________________________
 FP0243* NAD 83(1986)-  35 19 27.     (N)    109 04 56.     (W)     SCALED    
 FP0243* NAVD 88     -      1873.090  (meters)    6145.30   (feet)  ADJUSTED  
 FP0243  ___________________________________________________________________
 FP0243  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 FP0243  DYNAMIC HT  -        1870.450 (meters)    6136.63  (feet)  COMP
 FP0243  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 FP0243
 FP0243  VERT ORDER  -  FIRST     CLASS II
 FP0243
 FP0243.The horizontal coordinates were scaled from a topographic map and have
 FP0243.an estimated accuracy of +/- 6 seconds.
 FP0243
 FP0243.The orthometric height was determined by differential leveling
 FP0243.and adjusted by the National Geodetic Survey in June 1991..
 FP0243.WARNING-Repeat measurements at this control monument indicate possible
 FP0243.vertical movement.
 FP0243
 FP0243.The geoid height was determined by GEOID03.
 FP0243
 FP0243.The dynamic height is computed by dividing the NAVD 88
 FP0243.geopotential number by the normal gravity value computed on the
 FP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0243.degrees latitude (g = 980.6199 gals.).
 FP0243
 FP0243.The modeled gravity was interpolated from observed gravity values.
 FP0243
 FP0243;                    North         East    Units  Estimated Accuracy
 FP0243;SPC AZ E     -   480,070.      311,960.      MT  (+/- 180 meters Scaled)
 FP0243
 FP0243                          SUPERSEDED SURVEY CONTROL
 FP0243
 FP0243  NGVD 29 (??/??/92) 1872.140  (m)         6142.18   (f) ADJ UNCH    1 2
 FP0243
 FP0243.Superseded values are not recommended for survey control.
 FP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0243.See file dsdata.txt to determine how the superseded data were derived.
 FP0243
 FP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE743106(NAD 83)
 FP0243_MARKER: DB = BENCH MARK DISK
 FP0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0243_SP_SET: CULVERT
 FP0243_STAMPING: 6141.91 1939
 FP0243_MARK LOGO: AZHD  
 FP0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0243
 FP0243  HISTORY     - Date     Condition        Report By
 FP0243  HISTORY     - 1939     MONUMENTED       AZHD
 FP0243  HISTORY     - 1971     GOOD             USGS
 FP0243  HISTORY     - 1983     GOOD             NGS
 FP0243
 FP0243                          STATION DESCRIPTION
 FP0243
 FP0243'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0243'2.5 MI SW FROM LUPTON.
 FP0243'17.0 MILES EAST ALONG US HWY 66 FROM THE POST OFFICE AT SANDERS 2.5
 FP0243'MILES SOUTHWEST OF THE POST OFFICE IN LUPTON (ALONG THE FRONTAGE
 FP0243'ROAD), 1.2 MILES SOUTHWEST OF THE WINDOW ROCK INTERCHANGE ON I-40, 20
 FP0243'FT. SOUTH OF THE CENTER OF THE FRONTAGE ROAD, CEMENTED IN THE CENTER
 FP0243'OF THE SOUTH HEADWALL OF A 22 FT. CONCRETE CULVERT.
 FP0243
 FP0243                          STATION RECOVERY (1983)
 FP0243
 FP0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0243'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0243'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0243'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, THENCE 0.1 KM
 FP0243'(0.05 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE 2.7 KM (1.7 MI)
 FP0243'NORTHEASTERLY ALONG A PAVED ROAD, IN THE CENTER OF THE SOUTHEAST
 FP0243'CONCRETE HEADWALL OF A 2 CHANNEL BOX CULVERT AND 6.1 METERS (20.0 FT)
 FP0243'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FP0243'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0244 ***********************************************************************
 FP0244  DESIGNATION -  6145.17
 FP0244  PID         -  FP0244
 FP0244  STATE/COUNTY-  AZ/APACHE
 FP0244  USGS QUAD   -  LUPTON (1971)
 FP0244
 FP0244                         *CURRENT SURVEY CONTROL
 FP0244  ___________________________________________________________________
 FP0244* NAD 83(1986)-  35 20 06.     (N)    109 04 11.     (W)     SCALED    
 FP0244* NAVD 88     -      1873.861  (meters)    6147.83   (feet)  ADJUSTED  
 FP0244  ___________________________________________________________________
 FP0244  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 FP0244  DYNAMIC HT  -        1871.225 (meters)    6139.18  (feet)  COMP
 FP0244  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 FP0244
 FP0244  VERT ORDER  -  FIRST     CLASS II
 FP0244
 FP0244.The horizontal coordinates were scaled from a topographic map and have
 FP0244.an estimated accuracy of +/- 6 seconds.
 FP0244
 FP0244.The orthometric height was determined by differential leveling
 FP0244.and adjusted by the National Geodetic Survey in June 1991..
 FP0244.WARNING-Repeat measurements at this control monument indicate possible
 FP0244.vertical movement.
 FP0244
 FP0244.The geoid height was determined by GEOID03.
 FP0244
 FP0244.The dynamic height is computed by dividing the NAVD 88
 FP0244.geopotential number by the normal gravity value computed on the
 FP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0244.degrees latitude (g = 980.6199 gals.).
 FP0244
 FP0244.The modeled gravity was interpolated from observed gravity values.
 FP0244
 FP0244;                    North         East    Units  Estimated Accuracy
 FP0244;SPC AZ E     -   481,290.      313,080.      MT  (+/- 180 meters Scaled)
 FP0244
 FP0244                          SUPERSEDED SURVEY CONTROL
 FP0244
 FP0244  NGVD 29 (??/??/92) 1872.926  (m)         6144.76   (f) ADJ UNCH    1 2
 FP0244
 FP0244.Superseded values are not recommended for survey control.
 FP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0244.See file dsdata.txt to determine how the superseded data were derived.
 FP0244
 FP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE754119(NAD 83)
 FP0244_MARKER: DD = SURVEY DISK
 FP0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0244_SP_SET: BRIDGE
 FP0244_STAMPING: 6145.17 1939
 FP0244_MARK LOGO: AZHD  
 FP0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0244
 FP0244  HISTORY     - Date     Condition        Report By
 FP0244  HISTORY     - 1939     MONUMENTED       AZHD
 FP0244  HISTORY     - 1959     GOOD             NGS
 FP0244  HISTORY     - 1983     GOOD             NGS
 FP0244
 FP0244                          STATION DESCRIPTION
 FP0244
 FP0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0244'1.5 MI SW FROM LUPTON POST OFFICE.
 FP0244'1.5 MILES SOUTHWEST FROM THE POST OFFICE AT LUPTON, 18.15 MILES EAST
 FP0244'ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS, 9.45 MILES
 FP0244'EAST OF HOUCK, 0.5 MILE EAST OF MILEPOST 379, 20 FEET SOUTHEAST OF THE
 FP0244'CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0244'SOUTHEAST HEADWALL OF A 22-FOOT CONCRETE BRIDGE.
 FP0244
 FP0244                          STATION RECOVERY (1983)
 FP0244
 FP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0244'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0244'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0244'U. S. HIGHWAY 666 IN GALLUP, THENCE 3.2 KM (2.0 MI) SOUTHEASTERLY
 FP0244'ALONG A PAVED ROAD (OLD U. S. HIGHWAY 66), IN THE CENTER OF THE
 FP0244'SOUTHEAST CONCRETE HEADWALL OF A 2 CHANNEL BOX CULVERT AND 6.1 METERS
 FP0244'(20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FP0244'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0321 ***********************************************************************
 DA0321  DESIGNATION -  61+48
 DA0321  PID         -  DA0321
 DA0321  STATE/COUNTY-  AZ/PIMA
 DA0321  USGS QUAD   -  AJO SOUTH (1990)
 DA0321
 DA0321                         *CURRENT SURVEY CONTROL
 DA0321  ___________________________________________________________________
 DA0321* NAD 83(1986)-  32 22 06.     (N)    112 50 47.     (W)     SCALED    
 DA0321* NAVD 88     -       523.155  (meters)    1716.38   (feet)  ADJUSTED  
 DA0321  ___________________________________________________________________
 DA0321  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0321  DYNAMIC HT  -         522.487 (meters)    1714.19  (feet)  COMP
 DA0321  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 DA0321
 DA0321  VERT ORDER  -  FIRST     CLASS II
 DA0321
 DA0321.The horizontal coordinates were scaled from a topographic map and have
 DA0321.an estimated accuracy of +/- 6 seconds.
 DA0321
 DA0321.The orthometric height was determined by differential leveling
 DA0321.and adjusted by the National Geodetic Survey in June 1991..
 DA0321
 DA0321.The geoid height was determined by GEOID03.
 DA0321
 DA0321.The dynamic height is computed by dividing the NAVD 88
 DA0321.geopotential number by the normal gravity value computed on the
 DA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0321.degrees latitude (g = 980.6199 gals.).
 DA0321
 DA0321.The modeled gravity was interpolated from observed gravity values.
 DA0321
 DA0321;                    North         East    Units  Estimated Accuracy
 DA0321;SPC AZ C     -   152,090.      125,870.      MT  (+/- 180 meters Scaled)
 DA0321
 DA0321                          SUPERSEDED SURVEY CONTROL
 DA0321
 DA0321  NGVD 29 (??/??/92)  522.469  (m)         1714.13   (f) ADJ UNCH    1 2
 DA0321
 DA0321.Superseded values are not recommended for survey control.
 DA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0321.See file dsdata.txt to determine how the superseded data were derived.
 DA0321
 DA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA262827(NAD 83)
 DA0321_MARKER: DD = SURVEY DISK
 DA0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0321_SP_SET: CULVERT
 DA0321_STAMPING: 1714.24 61+48 1938
 DA0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0321+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0321
 DA0321  HISTORY     - Date     Condition        Report By
 DA0321  HISTORY     - 1938     MONUMENTED       AZHD
 DA0321  HISTORY     - 1961     GOOD             NGS
 DA0321  HISTORY     - 1981     GOOD             NGS
 DA0321  HISTORY     - 20060218 GOOD             USPSQD
 DA0321
 DA0321                          STATION DESCRIPTION
 DA0321
 DA0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0321'1.1 MI SE FROM AJO.
 DA0321'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0321'RAILROAD FROM THE STATION AT AJO.  THENCE 0.95 MILE SOUTHEAST ALONG
 DA0321'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0321'HEADWALL OF A TRIPLE-CHANNEL METAL CULVERT, 29 FEET SOUTHWEST OF THE
 DA0321'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 DA0321'THE HIGHWAY.
 DA0321
 DA0321                          STATION RECOVERY (1981)
 DA0321
 DA0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0321'RECOVERED IN GOOD CONDITION.
 DA0321
 DA0321                          STATION RECOVERY (2006)
 DA0321
 DA0321'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0013 ***********************************************************************
 GQ0013  DESIGNATION -  6165.06
 GQ0013  PID         -  GQ0013
 GQ0013  STATE/COUNTY-  AZ/COCONINO
 GQ0013  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0013
 GQ0013                         *CURRENT SURVEY CONTROL
 GQ0013  ___________________________________________________________________
 GQ0013* NAD 83(1986)-  36 44 18.     (N)    112 05 55.     (W)     SCALED    
 GQ0013* NAVD 88     -      2004.655  (meters)    6576.94   (feet)  POSTED    
 GQ0013  ___________________________________________________________________
 GQ0013  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GQ0013  DYNAMIC HT  -        2002.130 (meters)    6568.65  (feet)  COMP
 GQ0013  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 GQ0013
 GQ0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0013
 GQ0013.The horizontal coordinates were scaled from a topographic map and have
 GQ0013.an estimated accuracy of +/- 6 seconds.
 GQ0013
 GQ0013.The orthometric height was determined by differential leveling
 GQ0013.and adjusted by the National Geodetic Survey in 1992..
 GQ0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0013.rate of 0.0 thru 1.0 mm/km.
 GQ0013
 GQ0013.The geoid height was determined by GEOID03.
 GQ0013
 GQ0013.The dynamic height is computed by dividing the NAVD 88
 GQ0013.geopotential number by the normal gravity value computed on the
 GQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0013.degrees latitude (g = 980.6199 gals.).
 GQ0013
 GQ0013.The modeled gravity was interpolated from observed gravity values.
 GQ0013
 GQ0013;                    North         East    Units  Estimated Accuracy
 GQ0013;SPC AZ C     -   636,450.      197,110.      MT  (+/- 180 meters Scaled)
 GQ0013
 GQ0013                          SUPERSEDED SURVEY CONTROL
 GQ0013
 GQ0013  NGVD 29 (??/??/92) 2003.555  (m)         6573.33   (f) ADJ UNCH    1 2
 GQ0013
 GQ0013.Superseded values are not recommended for survey control.
 GQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0013.See file dsdata.txt to determine how the superseded data were derived.
 GQ0013
 GQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF019664(NAD 83)
 GQ0013_MARKER: P = PIPE CAP
 GQ0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0013_STAMPING: 6156.06 453+18.39 1931
 GQ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0013
 GQ0013  HISTORY     - Date     Condition        Report By
 GQ0013  HISTORY     - 1931     MONUMENTED       BPR
 GQ0013  HISTORY     - 1934     GOOD             NGS
 GQ0013
 GQ0013                          STATION DESCRIPTION
 GQ0013
 GQ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0013'5.1 MI W FROM HOUSE ROCK SPRINGS.
 GQ0013'5.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0013'COUNTY, AT THE EDGE OF A WASH PARALLELING THE HIGHWAY, AND 46 FEET
 GQ0013'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 GQ0013'PUBLIC ROADS STANDARD CAP, STAMPED 6156.06 453+18.39 1931 AND FASTENED
 GQ0013'ON THE TOP OF A 2-INCH PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0014 ***********************************************************************
 GQ0014  DESIGNATION -  6167.06
 GQ0014  PID         -  GQ0014
 GQ0014  STATE/COUNTY-  AZ/COCONINO
 GQ0014  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0014
 GQ0014                         *CURRENT SURVEY CONTROL
 GQ0014  ___________________________________________________________________
 GQ0014* NAD 83(1986)-  36 44 17.     (N)    112 05 55.     (W)     SCALED    
 GQ0014* NAVD 88     -      2005.265  (meters)    6578.94   (feet)  POSTED    
 GQ0014  ___________________________________________________________________
 GQ0014  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GQ0014  DYNAMIC HT  -        2002.740 (meters)    6570.66  (feet)  COMP
 GQ0014  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 GQ0014
 GQ0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0014
 GQ0014.The horizontal coordinates were scaled from a topographic map and have
 GQ0014.an estimated accuracy of +/- 6 seconds.
 GQ0014
 GQ0014.The orthometric height was determined by differential leveling
 GQ0014.and adjusted by the National Geodetic Survey in 1992..
 GQ0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0014.rate of 0.0 thru 1.0 mm/km.
 GQ0014
 GQ0014.The geoid height was determined by GEOID03.
 GQ0014
 GQ0014.The dynamic height is computed by dividing the NAVD 88
 GQ0014.geopotential number by the normal gravity value computed on the
 GQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0014.degrees latitude (g = 980.6199 gals.).
 GQ0014
 GQ0014.The modeled gravity was interpolated from observed gravity values.
 GQ0014
 GQ0014;                    North         East    Units  Estimated Accuracy
 GQ0014;SPC AZ C     -   636,420.      197,110.      MT  (+/- 180 meters Scaled)
 GQ0014
 GQ0014                          SUPERSEDED SURVEY CONTROL
 GQ0014
 GQ0014  NGVD 29 (??/??/92) 2004.165  (m)         6575.33   (f) ADJ UNCH    1 2
 GQ0014
 GQ0014.Superseded values are not recommended for survey control.
 GQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0014.See file dsdata.txt to determine how the superseded data were derived.
 GQ0014
 GQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF019663(NAD 83)
 GQ0014_MARKER: P = PIPE CAP
 GQ0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0014_STAMPING: 6167.06 453+18.39 1931
 GQ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0014
 GQ0014  HISTORY     - Date     Condition        Report By
 GQ0014  HISTORY     - 1931     MONUMENTED       BPR
 GQ0014  HISTORY     - 1934     GOOD             NGS
 GQ0014
 GQ0014                          STATION DESCRIPTION
 GQ0014
 GQ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0014'5.1 MI W FROM HOUSE ROCK SPRINGS.
 GQ0014'5.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0014'COUNTY, AND 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 GQ0014'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6167.06
 GQ0014'453+18.39 1931 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0014'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1179 ***********************************************************************
 ES1179  DESIGNATION -  6176
 ES1179  PID         -  ES1179
 ES1179  STATE/COUNTY-  AZ/YAVAPAI
 ES1179  USGS QUAD   -  HACKBERRY MTN (1967)
 ES1179
 ES1179                         *CURRENT SURVEY CONTROL
 ES1179  ___________________________________________________________________
 ES1179* NAD 83(1992)-  34 28 40.39523(N)    111 38 58.40250(W)     ADJUSTED  
 ES1179* NAVD 88     -      1885.3    (meters)    6185.     (feet)  VERTCON   
 ES1179  ___________________________________________________________________
 ES1179  LAPLACE CORR-          10.04  (seconds)                    DEFLEC99
 ES1179  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 ES1179
 ES1179  HORZ ORDER  -  THIRD
 ES1179
 ES1179.The horizontal coordinates were established by classical geodetic methods
 ES1179.and adjusted by the National Geodetic Survey in August 1993..
 ES1179
 ES1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1179
 ES1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1179
 ES1179.The geoid height was determined by GEOID03.
 ES1179
 ES1179;                    North         East     Units Scale Factor Converg.
 ES1179;SPC AZ C     -   385,691.421   237,895.469   MT  0.99990742   +0 09 04.4
 ES1179;SPC AZ C     - 1,265,391.80    780,496.95   iFT  0.99990742   +0 09 04.4
 ES1179;UTM  12      - 3,815,336.674   440,352.425   MT  0.99964385   -0 22 03.8
 ES1179
 ES1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1179!SPC AZ C     -   0.99970812  x   0.99990742  =   0.99961556
 ES1179!UTM  12      -   0.99970812  x   0.99964385  =   0.99935207
 ES1179
 ES1179                          SUPERSEDED SURVEY CONTROL
 ES1179
 ES1179  NAD 83(1992)-  34 28 40.38996(N)    111 38 58.40252(W) AD(       ) 3
 ES1179  NGVD 29 (10/09/91) 1884.5    (m)         6183.     (f) VERT ANG       
 ES1179
 ES1179.Superseded values are not recommended for survey control.
 ES1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1179.See file dsdata.txt to determine how the superseded data were derived.
 ES1179
 ES1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4035215337(NAD 83)
 ES1179_MARKER: DB = BENCH MARK DISK
 ES1179_SETTING: 0 = UNSPECIFIED SETTING
 ES1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1179
 ES1179  HISTORY     - Date     Condition        Report By
 ES1179  HISTORY     - 1966     MONUMENTED       USGS
 ES1179
 ES1179                          STATION DESCRIPTION
 ES1179
 ES1179'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1179'LOCATED ABOUT 13 MI SE. OF CAMP VERDE, 9.5 MI NW. OF STRAWBERRY,
 ES1179'9.5 MI N. OF CHILDS.  ON SHARP, ROCKY TOP.
 ES1179'
 ES1179'REACHED BY HELICOPTER.
 ES1179'
 ES1179'STATION MARK--STANDARD BM TABLET STAMPED---6176---.
 ES1179'
 ES1179'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1012 ***********************************************************************
 FR1012  DESIGNATION -  62 EMH
 FR1012  PID         -  FR1012
 FR1012  STATE/COUNTY-  AZ/COCONINO
 FR1012  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1012
 FR1012                         *CURRENT SURVEY CONTROL
 FR1012  ___________________________________________________________________
 FR1012* NAD 83(1986)-  35 25 12.     (N)    112 34 32.     (W)     SCALED    
 FR1012* NAVD 88     -      1701.832  (meters)    5583.43   (feet)  POSTED    
 FR1012  ___________________________________________________________________
 FR1012  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 FR1012  DYNAMIC HT  -        1699.580 (meters)    5576.04  (feet)  COMP
 FR1012  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 FR1012
 FR1012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1012
 FR1012.The horizontal coordinates were scaled from a topographic map and have
 FR1012.an estimated accuracy of +/- 6 seconds.
 FR1012
 FR1012.The orthometric height was determined by differential leveling
 FR1012.and adjusted by the National Geodetic Survey in 1992..
 FR1012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1012.rate of 0.0 thru 1.0 mm/km.
 FR1012
 FR1012.The geoid height was determined by GEOID03.
 FR1012
 FR1012.The dynamic height is computed by dividing the NAVD 88
 FR1012.geopotential number by the normal gravity value computed on the
 FR1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1012.degrees latitude (g = 980.6199 gals.).
 FR1012
 FR1012.The modeled gravity was interpolated from observed gravity values.
 FR1012
 FR1012;                    North         East    Units  Estimated Accuracy
 FR1012;SPC AZ C     -   490,370.      153,530.      MT  (+/- 180 meters Scaled)
 FR1012
 FR1012                          SUPERSEDED SURVEY CONTROL
 FR1012
 FR1012.No superseded survey control is available for this station.
 FR1012
 FR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE569207(NAD 83)
 FR1012_MARKER: DB = BENCH MARK DISK
 FR1012_SETTING: 66 = SET IN ROCK OUTCROP
 FR1012_SP_SET: BEDROCK
 FR1012_STAMPING: 62 EMH 1973 5581
 FR1012_MARK LOGO: USGS  
 FR1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1012+STABILITY: POSITION/ELEVATION WELL
 FR1012
 FR1012  HISTORY     - Date     Condition        Report By
 FR1012  HISTORY     - 1973     MONUMENTED       USGS
 FR1012
 FR1012                          STATION DESCRIPTION
 FR1012
 FR1012'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1012'41.4 KM (25.70 MI) NE FROM SELIGMAN.
 FR1012'FROM THE GATE AT SEVEN RANCH, PROCEED 1.6 MILES SOUTHEAST ALONG A
 FR1012'DIRT ROAD, 0.25 MILES NORTHWEST OF AN ABANDONED STONE BUILDING ON THE
 FR1012'WEST SIDE OF THE ROAD, 87 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FR1012'ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0 FEET ABOVE THE GROUND.
 FR1012'THE MARK IS 15 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0654 ***********************************************************************
 FP0654  DESIGNATION -  62 HLS
 FP0654  PID         -  FP0654
 FP0654  STATE/COUNTY-  AZ/APACHE
 FP0654  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0654
 FP0654                         *CURRENT SURVEY CONTROL
 FP0654  ___________________________________________________________________
 FP0654* NAD 83(1986)-  35 21 36.     (N)    109 27 52.     (W)     SCALED    
 FP0654* NAVD 88     -      1953.591  (meters)    6409.41   (feet)  ADJUSTED  
 FP0654  ___________________________________________________________________
 FP0654  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 FP0654  DYNAMIC HT  -        1950.860 (meters)    6400.45  (feet)  COMP
 FP0654  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 FP0654
 FP0654  VERT ORDER  -  SECOND    CLASS II
 FP0654
 FP0654.The horizontal coordinates were scaled from a topographic map and have
 FP0654.an estimated accuracy of +/- 6 seconds.
 FP0654
 FP0654.The orthometric height was determined by differential leveling
 FP0654.and adjusted by the National Geodetic Survey in June 1991..
 FP0654
 FP0654.The geoid height was determined by GEOID03.
 FP0654
 FP0654.The dynamic height is computed by dividing the NAVD 88
 FP0654.geopotential number by the normal gravity value computed on the
 FP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0654.degrees latitude (g = 980.6199 gals.).
 FP0654
 FP0654.The modeled gravity was interpolated from observed gravity values.
 FP0654
 FP0654;                    North         East    Units  Estimated Accuracy
 FP0654;SPC AZ E     -   483,740.      277,180.      MT  (+/- 180 meters Scaled)
 FP0654
 FP0654                          SUPERSEDED SURVEY CONTROL
 FP0654
 FP0654.No superseded survey control is available for this station.
 FP0654
 FP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE395140(NAD 83)
 FP0654_MARKER: DB = BENCH MARK DISK
 FP0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0654_SP_SET: COPPER-CLAD STEEL ROD
 FP0654_STAMPING: 62 HLS1970 6406
 FP0654_MARK LOGO: USGS  
 FP0654_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0654+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0654
 FP0654  HISTORY     - Date     Condition        Report By
 FP0654  HISTORY     - 1970     MONUMENTED       USGS
 FP0654
 FP0654                          STATION DESCRIPTION
 FP0654
 FP0654'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0654'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0654'OFFICE AT GANADO, ARIZONA), PROCEED 11.2 MILES SOUTH ALONG STATE
 FP0654'HIGHWAY 63, 12.2 MILES NORTH OF CHAMBERS FROM THE INTERSECTION OF
 FP0654'I-40 AND HIGHWAY 63, 65 FEET EAST AND 8 FEET HIGHER THAN THE HIGHWAY,
 FP0654'2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0654'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0352 ***********************************************************************
 FS0352  DESIGNATION -  623+00
 FS0352  PID         -  FS0352
 FS0352  STATE/COUNTY-  AZ/MOHAVE
 FS0352  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0352
 FS0352                         *CURRENT SURVEY CONTROL
 FS0352  ___________________________________________________________________
 FS0352* NAD 83(1986)-  35 30 52.     (N)    114 20 37.     (W)     SCALED    
 FS0352* NAVD 88     -       923.580  (meters)    3030.11   (feet)  POSTED    
 FS0352  ___________________________________________________________________
 FS0352  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0352  DYNAMIC HT  -         922.520 (meters)    3026.63  (feet)  COMP
 FS0352  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 FS0352
 FS0352  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0352
 FS0352.The horizontal coordinates were scaled from a topographic map and have
 FS0352.an estimated accuracy of +/- 6 seconds.
 FS0352
 FS0352.The orthometric height was determined by differential leveling
 FS0352.and adjusted by the National Geodetic Survey in 1992..
 FS0352.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0352.rate of 3.1 thru 4.0 mm/km.
 FS0352
 FS0352.The geoid height was determined by GEOID03.
 FS0352
 FS0352.The dynamic height is computed by dividing the NAVD 88
 FS0352.geopotential number by the normal gravity value computed on the
 FS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0352.degrees latitude (g = 980.6199 gals.).
 FS0352
 FS0352.The modeled gravity was interpolated from observed gravity values.
 FS0352
 FS0352;                    North         East    Units  Estimated Accuracy
 FS0352;SPC AZ W     -   500,820.      159,520.      MT  (+/- 180 meters Scaled)
 FS0352
 FS0352                          SUPERSEDED SURVEY CONTROL
 FS0352
 FS0352  NGVD 29 (??/??/92)  922.798  (m)         3027.55   (f) ADJ UNCH    1 1
 FS0352
 FS0352.Superseded values are not recommended for survey control.
 FS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0352.See file dsdata.txt to determine how the superseded data were derived.
 FS0352
 FS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV409333(NAD 83)
 FS0352_MARKER: DD = SURVEY DISK
 FS0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0352_SP_SET: CULVERT
 FS0352_STAMPING: 623+00 3028-10 1935
 FS0352_MARK LOGO: AZHD  
 FS0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0352
 FS0352  HISTORY     - Date     Condition        Report By
 FS0352  HISTORY     - 1935     MONUMENTED       AZHD
 FS0352  HISTORY     - 1949     GOOD             NGS
 FS0352  HISTORY     - 1982     GOOD             NGS
 FS0352
 FS0352                          STATION DESCRIPTION
 FS0352
 FS0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0352'9.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0352'9.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0352'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0352'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0352'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST
 FS0352'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0352
 FS0352                          STATION RECOVERY (1982)
 FS0352
 FS0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0352'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0083 ***********************************************************************
 ET0083  DESIGNATION -  6232
 ET0083  PID         -  ET0083
 ET0083  STATE/COUNTY-  AZ/YAVAPAI
 ET0083  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0083
 ET0083                         *CURRENT SURVEY CONTROL
 ET0083  ___________________________________________________________________
 ET0083* NAD 83(1986)-  34 43 41.     (N)    112 08 35.     (W)     SCALED    
 ET0083* NAVD 88     -      1902.895  (meters)    6243.08   (feet)  POSTED    
 ET0083  ___________________________________________________________________
 ET0083  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ET0083  DYNAMIC HT  -        1900.230 (meters)    6234.34  (feet)  COMP
 ET0083  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 ET0083
 ET0083  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0083
 ET0083.The horizontal coordinates were scaled from a topographic map and have
 ET0083.an estimated accuracy of +/- 6 seconds.
 ET0083
 ET0083.The orthometric height was determined by differential leveling
 ET0083.and adjusted by the National Geodetic Survey in November 2005..
 ET0083.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0083.rate of 2.1 thru 3.0 mm/km.
 ET0083
 ET0083.The geoid height was determined by GEOID03.
 ET0083
 ET0083.The dynamic height is computed by dividing the NAVD 88
 ET0083.geopotential number by the normal gravity value computed on the
 ET0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0083.degrees latitude (g = 980.6199 gals.).
 ET0083
 ET0083.The modeled gravity was interpolated from observed gravity values.
 ET0083
 ET0083;                    North         East    Units  Estimated Accuracy
 ET0083;SPC AZ C     -   413,430.      192,630.      MT  (+/- 180 meters Scaled)
 ET0083
 ET0083                          SUPERSEDED SURVEY CONTROL
 ET0083
 ET0083  NGVD 29 (??/??/92) 1901.984  (m)         6240.09   (f) ADJ UNCH    1 2
 ET0083
 ET0083.Superseded values are not recommended for survey control.
 ET0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0083.See file dsdata.txt to determine how the superseded data were derived.
 ET0083
 ET0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD953434(NAD 83)
 ET0083_MARKER: DB = BENCH MARK DISK
 ET0083_SETTING: 66 = SET IN ROCK OUTCROP
 ET0083_SP_SET: LIMESTONE OUTCROP
 ET0083_STAMPING: 6232 PRSCT
 ET0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0083+STABILITY: POSITION/ELEVATION WELL
 ET0083
 ET0083  HISTORY     - Date     Condition        Report By
 ET0083  HISTORY     - UNK      MONUMENTED       USGS
 ET0083  HISTORY     - 1933     GOOD             NGS
 ET0083
 ET0083                          STATION DESCRIPTION
 ET0083
 ET0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0083'5.0 MI SW FROM JEROME.
 ET0083'IN MESCAL GULCH, 0.6 MILES SOUTH OF SADDLE-BACK DIVIDE, 150 FEET SOUTH
 ET0083'OF GULCH ENTERING MESCAL GULCH FROM WEST, 650 FEET SOUTH OF CORRAL,
 ET0083'450 FEET EAST OF POWER LINE, 400 FEET SOUTHEAST OF HIGHWAY
 ET0083'CENTER-LINE, 50 FEET WEST OF OLD WAGON ROAD, TABLET ON TOP OF
 ET0083'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0103 ***********************************************************************
 FR0103  DESIGNATION -  6252
 FR0103  PID         -  FR0103
 FR0103  STATE/COUNTY-  AZ/COCONINO
 FR0103  USGS QUAD   -  HOWARD MESA (1989)
 FR0103
 FR0103                         *CURRENT SURVEY CONTROL
 FR0103  ___________________________________________________________________
 FR0103* NAD 83(1986)-  35 25 54.     (N)    112 10 37.     (W)     SCALED    
 FR0103* NAVD 88     -      1905.381  (meters)    6251.24   (feet)  POSTED    
 FR0103  ___________________________________________________________________
 FR0103  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0103  DYNAMIC HT  -        1902.780 (meters)    6242.70  (feet)  COMP
 FR0103  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 FR0103
 FR0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0103
 FR0103.The horizontal coordinates were scaled from a topographic map and have
 FR0103.an estimated accuracy of +/- 6 seconds.
 FR0103
 FR0103.The orthometric height was determined by differential leveling
 FR0103.and adjusted by the National Geodetic Survey in 1992..
 FR0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0103.rate of 0.0 thru 1.0 mm/km.
 FR0103
 FR0103.The geoid height was determined by GEOID03.
 FR0103
 FR0103.The dynamic height is computed by dividing the NAVD 88
 FR0103.geopotential number by the normal gravity value computed on the
 FR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0103.degrees latitude (g = 980.6199 gals.).
 FR0103
 FR0103.The modeled gravity was interpolated from observed gravity values.
 FR0103
 FR0103;                    North         East    Units  Estimated Accuracy
 FR0103;SPC AZ C     -   491,490.      189,730.      MT  (+/- 180 meters Scaled)
 FR0103
 FR0103                          SUPERSEDED SURVEY CONTROL
 FR0103
 FR0103  NGVD 29 (??/??/92) 1904.443  (m)         6248.16   (f) ADJ UNCH    2 0
 FR0103
 FR0103.Superseded values are not recommended for survey control.
 FR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0103.See file dsdata.txt to determine how the superseded data were derived.
 FR0103
 FR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931215(NAD 83)
 FR0103_MARKER: P = PIPE CAP
 FR0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0103_STAMPING: 6252 GRAND CANYON DATUM
 FR0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0103
 FR0103  HISTORY     - Date     Condition        Report By
 FR0103  HISTORY     - UNK      MONUMENTED       USGS
 FR0103  HISTORY     - 1934     GOOD             NGS
 FR0103  HISTORY     - 1987     GOOD             USPSQD
 FR0103  HISTORY     - 20000328 GOOD             NGS
 FR0103
 FR0103                          STATION DESCRIPTION
 FR0103
 FR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0103'13.6 MI N FROM WILLIAMS.
 FR0103'13.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0103'THE STATION AT WILLIAMS, COCONINO COUNTY, 7 FEET SOUTH OF MILEPOST 13,
 FR0103'ABOUT 100 YARDS SOUTH OF A ROAD CROSSING, AND 27 FEET WEST OF THE
 FR0103'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0103'CAP, STAMPED 6252 GRAND CANYON DATUM AND RIVETED ON THE TOP OF A
 FR0103'3-1/2-INCH IRON PIPE.
 FR0103
 FR0103                          STATION RECOVERY (1987)
 FR0103
 FR0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 FR0103'RECOVERED IN GOOD CONDITION.
 FR0103
 FR0103                          STATION RECOVERY (2000)
 FR0103
 FR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FR0103'STATION IS 0.6 MILES SW ALONG A DIRT ROAD FROM MILEPOST 198.5 OF AZ
 FR0103'64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0031 ***********************************************************************
 DU0031  DESIGNATION -  626+39
 DU0031  PID         -  DU0031
 DU0031  STATE/COUNTY-  AZ/GILA
 DU0031  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0031
 DU0031                         *CURRENT SURVEY CONTROL
 DU0031  ___________________________________________________________________
 DU0031* NAD 83(1986)-  33 48 02.     (N)    110 30 20.     (W)     SCALED    
 DU0031* NAVD 88     -      1064.097  (meters)    3491.12   (feet)  ADJUSTED  
 DU0031  ___________________________________________________________________
 DU0031  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0031  DYNAMIC HT  -        1062.660 (meters)    3486.41  (feet)  COMP
 DU0031  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 DU0031
 DU0031  VERT ORDER  -  FIRST     CLASS II
 DU0031
 DU0031.The horizontal coordinates were scaled from a topographic map and have
 DU0031.an estimated accuracy of +/- 6 seconds.
 DU0031
 DU0031.The orthometric height was determined by differential leveling
 DU0031.and adjusted by the National Geodetic Survey in June 1991..
 DU0031
 DU0031.The geoid height was determined by GEOID03.
 DU0031
 DU0031.The dynamic height is computed by dividing the NAVD 88
 DU0031.geopotential number by the normal gravity value computed on the
 DU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0031.degrees latitude (g = 980.6199 gals.).
 DU0031
 DU0031.The modeled gravity was interpolated from observed gravity values.
 DU0031
 DU0031;                    North         East    Units  Estimated Accuracy
 DU0031;SPC AZ E     -   310,590.      181,980.      MT  (+/- 180 meters Scaled)
 DU0031
 DU0031                          SUPERSEDED SURVEY CONTROL
 DU0031
 DU0031.No superseded survey control is available for this station.
 DU0031
 DU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC457401(NAD 83)
 DU0031_MARKER: DD = SURVEY DISK
 DU0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0031_SP_SET: CULVERT
 DU0031_STAMPING: 626+39 55
 DU0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0031
 DU0031  HISTORY     - Date     Condition        Report By
 DU0031  HISTORY     - UNK      MONUMENTED       AZHD
 DU0031  HISTORY     - 1960     GOOD             NGS
 DU0031  HISTORY     - 1979     GOOD             NGS
 DU0031
 DU0031                          STATION DESCRIPTION
 DU0031
 DU0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0031'6.3 MI N FROM SENECA.
 DU0031'ABOUT 6.3 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0031'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 0.3 MILE
 DU0031'NORTH OF THE NORTHWEST END OF THE SALT RIVER CANYON BRIDGE IN THE
 DU0031'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH CULVERT,
 DU0031'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 DU0031'THE HIGHWAY.
 DU0031
 DU0031                          STATION RECOVERY (1979)
 DU0031
 DU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0031'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0031'IN SALT RIVER CANYON, 0.3 MILE NORTHEAST OF MILE POST 293, SET IN
 DU0031'TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 210 FEET NORTHWEST
 DU0031'OF THE NORTHWEST CORNER OF A SERVICE STATION AND GIFT SHOP AND 32
 DU0031'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER
 DU0031'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU0031'IN GLOBE.
 DU0031'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0557 ***********************************************************************
 CZ0557  DESIGNATION -  626+92.3
 CZ0557  PID         -  CZ0557
 CZ0557  STATE/COUNTY-  AZ/PIMA
 CZ0557  USGS QUAD   -  JAYNES (1992)
 CZ0557
 CZ0557                         *CURRENT SURVEY CONTROL
 CZ0557  ___________________________________________________________________
 CZ0557* NAD 83(1986)-  32 17 26.     (N)    111 01 32.     (W)     SCALED    
 CZ0557* NAVD 88     -       686.699  (meters)    2252.95   (feet)  ADJUSTED  
 CZ0557  ___________________________________________________________________
 CZ0557  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0557  DYNAMIC HT  -         685.766 (meters)    2249.88  (feet)  COMP
 CZ0557  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 CZ0557  OBS GRAVITY -     979,260.3   (mgal)                       GRAV_OBS
 CZ0557
 CZ0557  VERT ORDER  -  FIRST     CLASS II
 CZ0557
 CZ0557.The horizontal coordinates were scaled from a topographic map and have
 CZ0557.an estimated accuracy of +/- 6 seconds.
 CZ0557
 CZ0557.The orthometric height was determined by differential leveling
 CZ0557.and adjusted by the National Geodetic Survey in June 1991..
 CZ0557
 CZ0557.The geoid height was determined by GEOID03.
 CZ0557
 CZ0557.The dynamic height is computed by dividing the NAVD 88
 CZ0557.geopotential number by the normal gravity value computed on the
 CZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0557.degrees latitude (g = 980.6199 gals.).
 CZ0557
 CZ0557.The modeled gravity was interpolated from observed gravity values.
 CZ0557.The observed gravity was obtained from relative gravimeter ties
 CZ0557.to the IGSN71 gravity network.
 CZ0557
 CZ0557;                    North         East    Units  Estimated Accuracy
 CZ0557;SPC AZ C     -   143,430.      297,290.      MT  (+/- 180 meters Scaled)
 CZ0557
 CZ0557                          SUPERSEDED SURVEY CONTROL
 CZ0557
 CZ0557  NGVD 29 (??/??/92)  686.027  (m)         2250.74   (f) ADJ UNCH    1 2
 CZ0557
 CZ0557.Superseded values are not recommended for survey control.
 CZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0557.See file dsdata.txt to determine how the superseded data were derived.
 CZ0557
 CZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA975726(NAD 83)
 CZ0557_MARKER: DD = SURVEY DISK
 CZ0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0557_SP_SET: CULVERT
 CZ0557_STAMPING: 2251.45 626+92.3
 CZ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0557
 CZ0557  HISTORY     - Date     Condition        Report By
 CZ0557  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0557  HISTORY     - 1951     GOOD             NGS
 CZ0557  HISTORY     - 1960     GOOD             NGS
 CZ0557  HISTORY     - 1980     GOOD             NGS
 CZ0557
 CZ0557                          STATION DESCRIPTION
 CZ0557
 CZ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0557'0.7 MI SE FROM JAYNES.
 CZ0557'0.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0557'RAILROAD FROM THE RAILROAD STATION AT JAYNES, 1 POLE SOUTHEAST OF MILE
 CZ0557'POLE 978, AT RAILROAD MILEAGE 978.03, IN THE TOP OF THE APPROXIMATE
 CZ0557'CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE HIGHWAY CULVERT, 20.8
 CZ0557'FEET SOUTH OF TELEGRAPH POLE 11141 L, 16 FEET NORTHEAST OF THE HIGHWAY
 CZ0557'CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0557
 CZ0557                          STATION RECOVERY (1960)
 CZ0557
 CZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0557'RECOVERED IN GOOD CONDITION.
 CZ0557
 CZ0557                          STATION RECOVERY (1980)
 CZ0557
 CZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0557'9.5 KILOMETERS (5.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0557'RAILROAD FROM THE STATION AT TUCSON, 1 POLE SOUTHEAST OF MILE POST
 CZ0557'978, SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A SMALL
 CZ0557'CONCRETE BOX CULVERT UNDER THE NORTHEAST FRONTAGE ROAD OF
 CZ0557'INTERSTATE HIGHWAY 10, 22.2 METERS (73 FEET) SOUTHWEST OF THE
 CZ0557'SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 5.2 METERS (17.1 FEET)
 CZ0557'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 6.6 METERS
 CZ0557'(21.6 FEET) SOUTH OF TELEPHONE POLE 11141L.  NOTE--THE STAMPING
 CZ0557'ON THIS MARK IS NOT THE SAME AS THAT IN THE LAST SURVEY.  THE OLD
 CZ0557'STAMPING WAS 2251.45 626+92.3.
 CZ0557'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0200 ***********************************************************************
 ES0200  DESIGNATION -  6289.5
 ES0200  PID         -  ES0200
 ES0200  STATE/COUNTY-  AZ/GILA
 ES0200  USGS QUAD   -  WOODS CANYON (1990)
 ES0200
 ES0200                         *CURRENT SURVEY CONTROL
 ES0200  ___________________________________________________________________
 ES0200* NAD 83(1986)-  34 17 38.     (N)    110 56 47.     (W)     SCALED    
 ES0200* NAVD 88     -      1918.027  (meters)    6292.73   (feet)  ADJUSTED  
 ES0200  ___________________________________________________________________
 ES0200  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0200  DYNAMIC HT  -        1915.210 (meters)    6283.48  (feet)  COMP
 ES0200  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 ES0200
 ES0200  VERT ORDER  -  SECOND    CLASS 0
 ES0200
 ES0200.The horizontal coordinates were scaled from a topographic map and have
 ES0200.an estimated accuracy of +/- 6 seconds.
 ES0200
 ES0200.The orthometric height was determined by differential leveling
 ES0200.and adjusted by the National Geodetic Survey in June 1991..
 ES0200
 ES0200.The geoid height was determined by GEOID03.
 ES0200
 ES0200.The dynamic height is computed by dividing the NAVD 88
 ES0200.geopotential number by the normal gravity value computed on the
 ES0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0200.degrees latitude (g = 980.6199 gals.).
 ES0200
 ES0200.The modeled gravity was interpolated from observed gravity values.
 ES0200
 ES0200;                    North         East    Units  Estimated Accuracy
 ES0200;SPC AZ E     -   365,530.      141,580.      MT  (+/- 180 meters Scaled)
 ES0200
 ES0200                          SUPERSEDED SURVEY CONTROL
 ES0200
 ES0200  NGVD 29 (??/??/92) 1917.063  (m)         6289.56   (f) ADJ UNCH    2 0
 ES0200
 ES0200.Superseded values are not recommended for survey control.
 ES0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0200.See file dsdata.txt to determine how the superseded data were derived.
 ES0200
 ES0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC049947(NAD 83)
 ES0200_MARKER: N = NAIL
 ES0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0200_SP_SET: TREE
 ES0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0200
 ES0200  HISTORY     - Date     Condition        Report By
 ES0200  HISTORY     - UNK      MONUMENTED       USGS
 ES0200  HISTORY     - 1935     GOOD             NGS
 ES0200
 ES0200                          STATION DESCRIPTION
 ES0200
 ES0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0200'55.0 MI SW FROM WINSLOW.
 ES0200'IN GILA COUNTY, 55.0 MILES SOUTHWEST ALONG THE PROMOTORY TOWER ROAD
 ES0200'FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, THENCE 9.8
 ES0200'MILES SOUTHEAST ALONG THE ROAD LEADING TO 13 RANCH.  AND IN THE BASE
 ES0200'OF A LARGE PINE TREE PAINTED 6289.5.  A UNITED STATES GEOLOGICAL
 ES0200'SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1013 ***********************************************************************
 FR1013  DESIGNATION -  63 EMH
 FR1013  PID         -  FR1013
 FR1013  STATE/COUNTY-  AZ/COCONINO
 FR1013  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1013
 FR1013                         *CURRENT SURVEY CONTROL
 FR1013  ___________________________________________________________________
 FR1013* NAD 83(1986)-  35 25 46.     (N)    112 35 19.     (W)     SCALED    
 FR1013* NAVD 88     -      1707.700  (meters)    5602.68   (feet)  POSTED    
 FR1013  ___________________________________________________________________
 FR1013  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1013  DYNAMIC HT  -        1705.440 (meters)    5595.26  (feet)  COMP
 FR1013  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 FR1013
 FR1013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1013
 FR1013.The horizontal coordinates were scaled from a topographic map and have
 FR1013.an estimated accuracy of +/- 6 seconds.
 FR1013
 FR1013.The orthometric height was determined by differential leveling
 FR1013.and adjusted by the National Geodetic Survey in 1992..
 FR1013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1013.rate of 0.0 thru 1.0 mm/km.
 FR1013
 FR1013.The geoid height was determined by GEOID03.
 FR1013
 FR1013.The dynamic height is computed by dividing the NAVD 88
 FR1013.geopotential number by the normal gravity value computed on the
 FR1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1013.degrees latitude (g = 980.6199 gals.).
 FR1013
 FR1013.The modeled gravity was interpolated from observed gravity values.
 FR1013
 FR1013;                    North         East    Units  Estimated Accuracy
 FR1013;SPC AZ C     -   491,420.      152,350.      MT  (+/- 180 meters Scaled)
 FR1013
 FR1013                          SUPERSEDED SURVEY CONTROL
 FR1013
 FR1013.No superseded survey control is available for this station.
 FR1013
 FR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE557218(NAD 83)
 FR1013_MARKER: DB = BENCH MARK DISK
 FR1013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1013_SP_SET: COPPER-CLAD STEEL ROD
 FR1013_STAMPING: 63 EMH 1973 5600
 FR1013_MARK LOGO: USGS  
 FR1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1013
 FR1013  HISTORY     - Date     Condition        Report By
 FR1013  HISTORY     - 1973     MONUMENTED       USGS
 FR1013
 FR1013                          STATION DESCRIPTION
 FR1013
 FR1013'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1013'43.0 KM (26.70 MI) NE FROM SELIGMAN.
 FR1013'FROM THE GATE AT SEVEN RANCH, PROCEED 0.6 MILES SOUTHEAST ALONG A
 FR1013'DIRT ROAD, 0.4 MILES NORTHWEST OF A DRAIN CROSSING, O.4 MILES
 FR1013'SOUTHEAST OF A CORRAL LOADING CHUTE, 47 FEET SOUTHWEST OF A FENCE, 32
 FR1013'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1013'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0655 ***********************************************************************
 FP0655  DESIGNATION -  63 HLS
 FP0655  PID         -  FP0655
 FP0655  STATE/COUNTY-  AZ/APACHE
 FP0655  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0655
 FP0655                         *CURRENT SURVEY CONTROL
 FP0655  ___________________________________________________________________
 FP0655* NAD 83(1986)-  35 20 53.     (N)    109 27 15.     (W)     SCALED    
 FP0655* NAVD 88     -      1982.338  (meters)    6503.72   (feet)  ADJUSTED  
 FP0655  ___________________________________________________________________
 FP0655  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 FP0655  DYNAMIC HT  -        1979.563 (meters)    6494.62  (feet)  COMP
 FP0655  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 FP0655
 FP0655  VERT ORDER  -  SECOND    CLASS II
 FP0655
 FP0655.The horizontal coordinates were scaled from a topographic map and have
 FP0655.an estimated accuracy of +/- 6 seconds.
 FP0655
 FP0655.The orthometric height was determined by differential leveling
 FP0655.and adjusted by the National Geodetic Survey in June 1991..
 FP0655
 FP0655.The geoid height was determined by GEOID03.
 FP0655
 FP0655.The dynamic height is computed by dividing the NAVD 88
 FP0655.geopotential number by the normal gravity value computed on the
 FP0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0655.degrees latitude (g = 980.6199 gals.).
 FP0655
 FP0655.The modeled gravity was interpolated from observed gravity values.
 FP0655
 FP0655;                    North         East    Units  Estimated Accuracy
 FP0655;SPC AZ E     -   482,420.      278,120.      MT  (+/- 180 meters Scaled)
 FP0655
 FP0655                          SUPERSEDED SURVEY CONTROL
 FP0655
 FP0655.No superseded survey control is available for this station.
 FP0655
 FP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE404127(NAD 83)
 FP0655_MARKER: DB = BENCH MARK DISK
 FP0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0655_SP_SET: HEADWALL
 FP0655_STAMPING: 63 HLS 1970 6500
 FP0655_MARK LOGO: USGS  
 FP0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0655+STABILITY: SURFACE MOTION
 FP0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0655+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0655
 FP0655  HISTORY     - Date     Condition        Report By
 FP0655  HISTORY     - 1970     MONUMENTED       USGS
 FP0655
 FP0655                          STATION DESCRIPTION
 FP0655
 FP0655'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0655'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0655'PROCEED 11.2 MILES NORTH ALONG STATE HIGHWAY 63, 20 FEET WEST OF THE
 FP0655'HIGHWAY, IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0806 ***********************************************************************
 CZ0806  DESIGNATION -  631+07
 CZ0806  PID         -  CZ0806
 CZ0806  STATE/COUNTY-  AZ/PIMA
 CZ0806  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0806
 CZ0806                         *CURRENT SURVEY CONTROL
 CZ0806  ___________________________________________________________________
 CZ0806* NAD 83(1986)-  32 07 02.     (N)    111 12 42.     (W)     SCALED    
 CZ0806* NAVD 88     -       747.05   (+/-2cm)    2450.9    (feet)  VERTCON   
 CZ0806  ___________________________________________________________________
 CZ0806  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0806
 CZ0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0806
 CZ0806.The horizontal coordinates were scaled from a topographic map and have
 CZ0806.an estimated accuracy of +/- 6 seconds.
 CZ0806
 CZ0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0806.The vertical order pertains to the NGVD 29 superseded value.
 CZ0806
 CZ0806.The geoid height was determined by GEOID03.
 CZ0806
 CZ0806;                    North         East    Units  Estimated Accuracy
 CZ0806;SPC AZ C     -   124,080.      279,890.      MT  (+/- 180 meters Scaled)
 CZ0806
 CZ0806                          SUPERSEDED SURVEY CONTROL
 CZ0806
 CZ0806  NGVD 29 (??/??/92)  746.361  (m)         2448.69   (f) ADJ UNCH    2 0
 CZ0806
 CZ0806.Superseded values are not recommended for survey control.
 CZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0806.See file dsdata.txt to determine how the superseded data were derived.
 CZ0806
 CZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA800534(NAD 83)
 CZ0806_MARKER: DD = SURVEY DISK
 CZ0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0806_SP_SET: CULVERT
 CZ0806_STAMPING: 631+07 2449.64
 CZ0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0806
 CZ0806  HISTORY     - Date     Condition        Report By
 CZ0806  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0806  HISTORY     - 1951     GOOD             NGS
 CZ0806
 CZ0806                          STATION DESCRIPTION
 CZ0806
 CZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0806'15.5 MI SW FROM TUCSON.
 CZ0806'15.5 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0806'STATE HIGHWAY 86, 2.8 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0806'AIRPORT, 75 YARDS NORTHEAST OF A GATE IN A FENCE AND A TRACK ROAD
 CZ0806'LEADING NORTHWEST, AND SET IN THE TOP AND IN THE CENTER OF THE
 CZ0806'NORTHWEST HEADWALL OF A 4 BY 8 FOOT CONCRETE CULVERT, 14 FEET
 CZ0806'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 CZ0806'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0169 ***********************************************************************
 ES0169  DESIGNATION -  6324.46
 ES0169  PID         -  ES0169
 ES0169  STATE/COUNTY-  AZ/NAVAJO
 ES0169  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0169
 ES0169                         *CURRENT SURVEY CONTROL
 ES0169  ___________________________________________________________________
 ES0169* NAD 83(1986)-  34 15 17.     (N)    110 01 39.     (W)     SCALED    
 ES0169* NAVD 88     -      1928.838  (meters)    6328.20   (feet)  ADJUSTED  
 ES0169  ___________________________________________________________________
 ES0169  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0169  DYNAMIC HT  -        1925.973 (meters)    6318.80  (feet)  COMP
 ES0169  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 ES0169
 ES0169  VERT ORDER  -  FIRST     CLASS II
 ES0169
 ES0169.The horizontal coordinates were scaled from a topographic map and have
 ES0169.an estimated accuracy of +/- 6 seconds.
 ES0169
 ES0169.The orthometric height was determined by differential leveling
 ES0169.and adjusted by the National Geodetic Survey in June 1991..
 ES0169
 ES0169.The geoid height was determined by GEOID03.
 ES0169
 ES0169.The dynamic height is computed by dividing the NAVD 88
 ES0169.geopotential number by the normal gravity value computed on the
 ES0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0169.degrees latitude (g = 980.6199 gals.).
 ES0169
 ES0169.The modeled gravity was interpolated from observed gravity values.
 ES0169
 ES0169;                    North         East    Units  Estimated Accuracy
 ES0169;SPC AZ E     -   360,920.      226,180.      MT  (+/- 180 meters Scaled)
 ES0169
 ES0169                          SUPERSEDED SURVEY CONTROL
 ES0169
 ES0169  NGVD 29 (??/??/92) 1927.918  (m)         6325.18   (f) ADJ UNCH    1 2
 ES0169
 ES0169.Superseded values are not recommended for survey control.
 ES0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0169.See file dsdata.txt to determine how the superseded data were derived.
 ES0169
 ES0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC895908(NAD 83)
 ES0169_MARKER: DD = SURVEY DISK
 ES0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0169_SP_SET: BRIDGE
 ES0169_STAMPING: 6324.46
 ES0169_MARK LOGO: AZHD  
 ES0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0169
 ES0169  HISTORY     - Date     Condition        Report By
 ES0169  HISTORY     - UNK      MONUMENTED       AZHD
 ES0169  HISTORY     - 1972     GOOD             USGS
 ES0169  HISTORY     - 1983     GOOD             NGS
 ES0169
 ES0169                          STATION DESCRIPTION
 ES0169
 ES0169'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0169'0.45 MI E FROM SHOW LOW.
 ES0169'FROM THE P.O. AT SHOW LOW, E. 0.45 MI. ALONG THE MAIN STREET (DEUCE OF
 ES0169'CLUBS AVE, AND US 60 HIGHWAY) TO THE BRIDGE OVER SHOW LOW CREEK. BM IS
 ES0169'50 FT. N. OF CENTER LINE OF HIGHWAY, SET IN THE W. END OF THE NW
 ES0169'WINGWALL OF THE BRIDGE, AND 2.7 FT ABOVE THE SIDEWALK.  A AHD STANDARD
 ES0169'DISK STAMPED 6324.46.
 ES0169
 ES0169                          STATION RECOVERY (1983)
 ES0169
 ES0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0545 ***********************************************************************
 ES0545  DESIGNATION -  6355.71
 ES0545  PID         -  ES0545
 ES0545  STATE/COUNTY-  AZ/YAVAPAI
 ES0545  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0545
 ES0545                         *CURRENT SURVEY CONTROL
 ES0545  ___________________________________________________________________
 ES0545* NAD 83(1986)-  34 49 03.     (N)    111 36 42.     (W)     SCALED    
 ES0545* NAVD 88     -      1938.059  (meters)    6358.45   (feet)  ADJUSTED  
 ES0545  ___________________________________________________________________
 ES0545  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0545  DYNAMIC HT  -        1935.364 (meters)    6349.61  (feet)  COMP
 ES0545  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 ES0545
 ES0545  VERT ORDER  -  SECOND    CLASS 0
 ES0545
 ES0545.The horizontal coordinates were scaled from a topographic map and have
 ES0545.an estimated accuracy of +/- 6 seconds.
 ES0545
 ES0545.The orthometric height was determined by differential leveling
 ES0545.and adjusted by the National Geodetic Survey in June 1991..
 ES0545
 ES0545.The geoid height was determined by GEOID03.
 ES0545
 ES0545.The dynamic height is computed by dividing the NAVD 88
 ES0545.geopotential number by the normal gravity value computed on the
 ES0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0545.degrees latitude (g = 980.6199 gals.).
 ES0545
 ES0545.The modeled gravity was interpolated from observed gravity values.
 ES0545
 ES0545;                    North         East    Units  Estimated Accuracy
 ES0545;SPC AZ C     -   423,370.      241,260.      MT  (+/- 180 meters Scaled)
 ES0545
 ES0545                          SUPERSEDED SURVEY CONTROL
 ES0545
 ES0545  NGVD 29 (??/??/92) 1937.149  (m)         6355.46   (f) ADJ UNCH    2 0
 ES0545
 ES0545.Superseded values are not recommended for survey control.
 ES0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0545.See file dsdata.txt to determine how the superseded data were derived.
 ES0545
 ES0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD440529(NAD 83)
 ES0545_MARKER: DD = SURVEY DISK
 ES0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0545_SP_SET: BRIDGE
 ES0545_STAMPING: 6355.71 5934X90 1959
 ES0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0545
 ES0545  HISTORY     - Date     Condition        Report By
 ES0545  HISTORY     - 1959     MONUMENTED       AZHD
 ES0545  HISTORY     - 1959     GOOD             NGS
 ES0545
 ES0545                          STATION DESCRIPTION
 ES0545
 ES0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0545'26.8 MI S FROM FLAGSTAFF.
 ES0545'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 ES0545'RAILROAD STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S.
 ES0545'HIGHWAY 89A, THENCE 28.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 27
 ES0545'FEET EAST OF THE CENTER OF THE HIGHWAY, 6.2 FEET SOUTHEAST OF THE
 ES0545'WITNESS POST, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 12 FOOT
 ES0545'CONCRETE BRIDGE THAT HAS A CATTLE UNDERPASS UNDER IT.  NOTE-- THIS
 ES0545'MARK IS APPROXIMATELY ON THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0350 ***********************************************************************
 FS0350  DESIGNATION -  637+00
 FS0350  PID         -  FS0350
 FS0350  STATE/COUNTY-  AZ/MOHAVE
 FS0350  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0350
 FS0350                         *CURRENT SURVEY CONTROL
 FS0350  ___________________________________________________________________
 FS0350* NAD 83(1986)-  35 31 06.     (N)    114 20 45.     (W)     SCALED    
 FS0350* NAVD 88     -       918.915  (meters)    3014.81   (feet)  POSTED    
 FS0350  ___________________________________________________________________
 FS0350  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0350  DYNAMIC HT  -         917.860 (meters)    3011.35  (feet)  COMP
 FS0350  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 FS0350
 FS0350  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0350
 FS0350.The horizontal coordinates were scaled from a topographic map and have
 FS0350.an estimated accuracy of +/- 6 seconds.
 FS0350
 FS0350.The orthometric height was determined by differential leveling
 FS0350.and adjusted by the National Geodetic Survey in 1992..
 FS0350.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0350.rate of 4.1 thru 8.0 mm/km.
 FS0350
 FS0350.The geoid height was determined by GEOID03.
 FS0350
 FS0350.The dynamic height is computed by dividing the NAVD 88
 FS0350.geopotential number by the normal gravity value computed on the
 FS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0350.degrees latitude (g = 980.6199 gals.).
 FS0350
 FS0350.The modeled gravity was interpolated from observed gravity values.
 FS0350
 FS0350;                    North         East    Units  Estimated Accuracy
 FS0350;SPC AZ W     -   501,260.      159,320.      MT  (+/- 180 meters Scaled)
 FS0350
 FS0350                          SUPERSEDED SURVEY CONTROL
 FS0350
 FS0350  NGVD 29 (??/??/92)  918.136  (m)         3012.25   (f) ADJ UNCH    1 1
 FS0350
 FS0350.Superseded values are not recommended for survey control.
 FS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0350.See file dsdata.txt to determine how the superseded data were derived.
 FS0350
 FS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV406337(NAD 83)
 FS0350_MARKER: DD = SURVEY DISK
 FS0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0350_SP_SET: CULVERT
 FS0350_STAMPING: 637+00 3012-87 1935
 FS0350_MARK LOGO: AZHD  
 FS0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0350
 FS0350  HISTORY     - Date     Condition        Report By
 FS0350  HISTORY     - 1935     MONUMENTED       AZHD
 FS0350  HISTORY     - 1949     GOOD             NGS
 FS0350  HISTORY     - 1982     GOOD             NGS
 FS0350
 FS0350                          STATION DESCRIPTION
 FS0350
 FS0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0350'9.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0350'9.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0350'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 220.8 FEET NORTH OF
 FS0350'B.M. Y 121, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0350'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0350'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0350'HIGHER THAN THE HIGHWAY.
 FS0350
 FS0350                          STATION RECOVERY (1982)
 FS0350
 FS0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0350'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0960 ***********************************************************************
 ET0960  DESIGNATION -  6391
 ET0960  PID         -  ET0960
 ET0960  STATE/COUNTY-  AZ/YAVAPAI
 ET0960  USGS QUAD   -  YARNELL (1969)
 ET0960
 ET0960                         *CURRENT SURVEY CONTROL
 ET0960  ___________________________________________________________________
 ET0960* NAD 83(1992)-  34 13 15.02385(N)    112 40 27.92079(W)     ADJUSTED  
 ET0960* NAVD 88     -      1951.     (meters)    6401.     (feet)  VERTCON   
 ET0960  ___________________________________________________________________
 ET0960  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 ET0960  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 ET0960
 ET0960  HORZ ORDER  -  SECOND
 ET0960
 ET0960.The horizontal coordinates were established by classical geodetic methods
 ET0960.and adjusted by the National Geodetic Survey in August 1993..
 ET0960
 ET0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0960
 ET0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0960
 ET0960.The geoid height was determined by GEOID03.
 ET0960
 ET0960;                    North         East     Units Scale Factor Converg.
 ET0960;SPC AZ C     -   357,407.586   143,542.805   MT  0.99996007   -0 25 34.2
 ET0960;SPC AZ C     - 1,172,597.07    470,940.96   iFT  0.99996007   -0 25 34.2
 ET0960;UTM  12      - 3,787,910.383   345,763.886   MT  0.99989324   -0 56 30.7
 ET0960
 ET0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0960!SPC AZ C     -   0.99969825  x   0.99996007  =   0.99965833
 ET0960!UTM  12      -   0.99969825  x   0.99989324  =   0.99959152
 ET0960
 ET0960:                Primary Azimuth Mark                     Grid Az
 ET0960:SPC AZ C     -  KIRKLAND                                 313 49 50.5
 ET0960:UTM  12      -  KIRKLAND                                 314 20 47.0
 ET0960
 ET0960|---------------------------------------------------------------------|
 ET0960| PID    Reference Object                     Distance      Geod. Az  |
 ET0960|                                                           dddmmss.s |
 ET0960| ET0979 KIRKLAND                            APPROX.17.2 KM 3132416.3 |
 ET0960|---------------------------------------------------------------------|
 ET0960
 ET0960                          SUPERSEDED SURVEY CONTROL
 ET0960
 ET0960  NAD 83(1986)-  34 13 15.02371(N)    112 40 27.92238(W) AD(       ) 2
 ET0960  NAD 27      -  34 13 14.93053(N)    112 40 25.28372(W) AD(       ) 2
 ET0960  NGVD 29 (07/19/86) 1950.     (m)         6398.     (f) VERT ANG       
 ET0960
 ET0960.Superseded values are not recommended for survey control.
 ET0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0960.See file dsdata.txt to determine how the superseded data were derived.
 ET0960
 ET0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4576487910(NAD 83)
 ET0960_MARKER: DS = TRIANGULATION STATION DISK
 ET0960_SETTING: 66 = SET IN ROCK OUTCROP
 ET0960_SP_SET: SET IN BEDROCK
 ET0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0960+STABILITY: POSITION/ELEVATION WELL
 ET0960
 ET0960  HISTORY     - Date     Condition        Report By
 ET0960  HISTORY     - 1902     MONUMENTED       USGS
 ET0960  HISTORY     - 1969     POOR             USGS
 ET0960
 ET0960                          STATION DESCRIPTION
 ET0960
 ET0960'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0960'LOCATED 4 MI E. OF ANTELOPE PEAK.  ON HIGHEST PEAK.
 ET0960'
 ET0960'TO REACH NOT GIVEN.
 ET0960'
 ET0960'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 ET0960'MALPAIS ROCK OVER WHICH IS ROCK CAIRN 7 FT. HIGH AND 6-FT. BASE.
 ET0960'
 ET0960'RMS--NONE SET.
 ET0960
 ET0960                          STATION RECOVERY (1969)
 ET0960
 ET0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0960'LOCATED ABOUT 10.5 MI. (AIRLINE) S. OF KIRKLAND JUNCTION.  ABOUT
 ET0960'4 MI. E. OF YARNELL.  ON THE HIGHEST PEAK IN THE AREA.
 ET0960'
 ET0960'REACHED BY HELICOPTER.
 ET0960'
 ET0960'TO REACH FROM CONGRESS JUNCTION GO E. ON HIGHWAY 71 FOR 1.5 MI. TO
 ET0960'RD. RIGHT LEADING TO STANTON AND OCTAVE.  TURN RIGHT AND FOLLOW RD.
 ET0960'6.0 MI. TO STANTON.  CONTINUE ON MAIN RD. (N.) 2.0 MI. TO GEORGE
 ET0960'MEDD RANCH AT SHARP BEND LEFT.  PASS THROUGH RANCH YARD GATE AND
 ET0960'CORRALS AND FOLLOW JEEP RD. FOR 4.0 MI. N. AND E. TO SADDLE IN
 ET0960'N.-S. RIDGE.  LEAVE TRUCK AND PACK N. ALONG RIDGE FOR ABOUT 1.0
 ET0960'MI.  TO HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 ET0960'
 ET0960'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED RM 2 1966, CEMENTED
 ET0960'IN STONE.
 ET0960'
 ET0960'POSITION DETERMINED BY TRAVERSE FROM STATION EAST ANTELOPE 2.
 ET0960'
 ET0960'NOTE--TABLET FOUND LOOSE IN PLACE AND NO
 ET0960'EVIDENCE OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1014 ***********************************************************************
 FR1014  DESIGNATION -  64 EMH
 FR1014  PID         -  FR1014
 FR1014  STATE/COUNTY-  AZ/COCONINO
 FR1014  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1014
 FR1014                         *CURRENT SURVEY CONTROL
 FR1014  ___________________________________________________________________
 FR1014* NAD 83(1986)-  35 26 09.     (N)    112 36 19.     (W)     SCALED    
 FR1014* NAVD 88     -      1718.127  (meters)    5636.89   (feet)  POSTED    
 FR1014  ___________________________________________________________________
 FR1014  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1014  DYNAMIC HT  -        1715.840 (meters)    5629.39  (feet)  COMP
 FR1014  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 FR1014
 FR1014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1014
 FR1014.The horizontal coordinates were scaled from a topographic map and have
 FR1014.an estimated accuracy of +/- 6 seconds.
 FR1014
 FR1014.The orthometric height was determined by differential leveling
 FR1014.and adjusted by the National Geodetic Survey in 1992..
 FR1014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1014.rate of 0.0 thru 1.0 mm/km.
 FR1014
 FR1014.The geoid height was determined by GEOID03.
 FR1014
 FR1014.The dynamic height is computed by dividing the NAVD 88
 FR1014.geopotential number by the normal gravity value computed on the
 FR1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1014.degrees latitude (g = 980.6199 gals.).
 FR1014
 FR1014.The modeled gravity was interpolated from observed gravity values.
 FR1014
 FR1014;                    North         East    Units  Estimated Accuracy
 FR1014;SPC AZ C     -   492,140.      150,840.      MT  (+/- 180 meters Scaled)
 FR1014
 FR1014                          SUPERSEDED SURVEY CONTROL
 FR1014
 FR1014.No superseded survey control is available for this station.
 FR1014
 FR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE542225(NAD 83)
 FR1014_MARKER: DB = BENCH MARK DISK
 FR1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1014_SP_SET: COPPER-CLAD STEEL ROD
 FR1014_STAMPING: 64 EMH 1973 5634
 FR1014_MARK LOGO: USGS  
 FR1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1014
 FR1014  HISTORY     - Date     Condition        Report By
 FR1014  HISTORY     - 1973     MONUMENTED       USGS
 FR1014
 FR1014                          STATION DESCRIPTION
 FR1014
 FR1014'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1014'44.6 KM (27.70 MI) NNE FROM SELIGMAN.
 FR1014'FROM THE GATE AT SEVEN RANCH, PROCEED 0.4 MILES NORTHWEST ALONG A
 FR1014'DIRT ROAD, 46 FEET WEST OF A LARGE LONE CEDAR TREE, 24 FEET SOUTH OF
 FR1014'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A FENCE.  ROD DEPTH
 FR1014'UNKNOWN.
 FR1014'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0656 ***********************************************************************
 FP0656  DESIGNATION -  64 HLS
 FP0656  PID         -  FP0656
 FP0656  STATE/COUNTY-  AZ/APACHE
 FP0656  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0656
 FP0656                         *CURRENT SURVEY CONTROL
 FP0656  ___________________________________________________________________
 FP0656* NAD 83(1986)-  35 20 00.     (N)    109 26 58.     (W)     SCALED    
 FP0656* NAVD 88     -      1944.668  (meters)    6380.13   (feet)  ADJUSTED  
 FP0656  ___________________________________________________________________
 FP0656  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 FP0656  DYNAMIC HT  -        1941.940 (meters)    6371.18  (feet)  COMP
 FP0656  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 FP0656
 FP0656  VERT ORDER  -  SECOND    CLASS II
 FP0656
 FP0656.The horizontal coordinates were scaled from a topographic map and have
 FP0656.an estimated accuracy of +/- 6 seconds.
 FP0656
 FP0656.The orthometric height was determined by differential leveling
 FP0656.and adjusted by the National Geodetic Survey in June 1991..
 FP0656
 FP0656.The geoid height was determined by GEOID03.
 FP0656
 FP0656.The dynamic height is computed by dividing the NAVD 88
 FP0656.geopotential number by the normal gravity value computed on the
 FP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0656.degrees latitude (g = 980.6199 gals.).
 FP0656
 FP0656.The modeled gravity was interpolated from observed gravity values.
 FP0656
 FP0656;                    North         East    Units  Estimated Accuracy
 FP0656;SPC AZ E     -   480,790.      278,560.      MT  (+/- 180 meters Scaled)
 FP0656
 FP0656                          SUPERSEDED SURVEY CONTROL
 FP0656
 FP0656.No superseded survey control is available for this station.
 FP0656
 FP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE409111(NAD 83)
 FP0656_MARKER: DB = BENCH MARK DISK
 FP0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0656_SP_SET: COPPER-CLAD STEEL ROD
 FP0656_STAMPING: 64 HLS 1970 6377
 FP0656_MARK LOGO: USGS  
 FP0656_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0656+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0656
 FP0656  HISTORY     - Date     Condition        Report By
 FP0656  HISTORY     - 1970     MONUMENTED       USGS
 FP0656
 FP0656                          STATION DESCRIPTION
 FP0656
 FP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0656'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0656'PROCEED 10.1 MILES NORTH ALONG STATE HIGHWAY 63, 54 FEET EAST AND 4
 FP0656'FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A
 FP0656'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0046 ***********************************************************************
 FR0046  DESIGNATION -  6401
 FR0046  PID         -  FR0046
 FR0046  STATE/COUNTY-  AZ/COCONINO
 FR0046  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0046
 FR0046                         *CURRENT SURVEY CONTROL
 FR0046  ___________________________________________________________________
 FR0046* NAD 83(1986)-  35 58 47.     (N)    112 10 58.     (W)     SCALED    
 FR0046* NAVD 88     -      1950.255  (meters)    6398.46   (feet)  POSTED    
 FR0046  ___________________________________________________________________
 FR0046  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FR0046  DYNAMIC HT  -        1947.690 (meters)    6390.05  (feet)  COMP
 FR0046  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 FR0046
 FR0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0046
 FR0046.The horizontal coordinates were scaled from a topographic map and have
 FR0046.an estimated accuracy of +/- 6 seconds.
 FR0046
 FR0046.The orthometric height was determined by differential leveling
 FR0046.and adjusted by the National Geodetic Survey in 1992..
 FR0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0046.rate of 0.0 thru 1.0 mm/km.
 FR0046
 FR0046.The geoid height was determined by GEOID03.
 FR0046
 FR0046.The dynamic height is computed by dividing the NAVD 88
 FR0046.geopotential number by the normal gravity value computed on the
 FR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0046.degrees latitude (g = 980.6199 gals.).
 FR0046
 FR0046.The modeled gravity was interpolated from observed gravity values.
 FR0046
 FR0046;                    North         East    Units  Estimated Accuracy
 FR0046;SPC AZ C     -   552,300.      189,360.      MT  (+/- 180 meters Scaled)
 FR0046
 FR0046                          SUPERSEDED SURVEY CONTROL
 FR0046
 FR0046  NGVD 29 (??/??/92) 1949.341  (m)         6395.46   (f) ADJ UNCH    2 0
 FR0046
 FR0046.Superseded values are not recommended for survey control.
 FR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0046.See file dsdata.txt to determine how the superseded data were derived.
 FR0046
 FR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE933823(NAD 83)
 FR0046_MARKER: DD = SURVEY DISK
 FR0046_SETTING: 66 = SET IN ROCK OUTCROP
 FR0046_SP_SET: LIMESTONE LEDGE
 FR0046_STAMPING: 6401 CANYON
 FR0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0046+STABILITY: POSITION/ELEVATION WELL
 FR0046
 FR0046  HISTORY     - Date     Condition        Report By
 FR0046  HISTORY     - UNK      MONUMENTED       USGS
 FR0046  HISTORY     - 1934     GOOD             NGS
 FR0046
 FR0046                          STATION DESCRIPTION
 FR0046
 FR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0046'7.5 MI S FROM GRAND CANYON.
 FR0046'ABOUT 7-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0046'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT
 FR0046'130 FEET NORTHEAST OF MILEPOST 56, ABOUT 75 FEET NORTH OF THE CENTER
 FR0046'LINE OF THE TRACK AND IN THE TOP OF A LIMESTONE LEDGE.  A UNITED
 FR0046'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6401 CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0161 ***********************************************************************
 ES0161  DESIGNATION -  6401.81
 ES0161  PID         -  ES0161
 ES0161  STATE/COUNTY-  AZ/NAVAJO
 ES0161  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0161
 ES0161                         *CURRENT SURVEY CONTROL
 ES0161  ___________________________________________________________________
 ES0161* NAD 83(1986)-  34 12 16.     (N)    110 04 51.     (W)     SCALED    
 ES0161* NAVD 88     -      2010.820  (meters)    6597.17   (feet)  ADJUSTED  
 ES0161  ___________________________________________________________________
 ES0161  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES0161  DYNAMIC HT  -        2007.806 (meters)    6587.28  (feet)  COMP
 ES0161  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 ES0161
 ES0161  VERT ORDER  -  SECOND    CLASS 0
 ES0161
 ES0161.The horizontal coordinates were scaled from a topographic map and have
 ES0161.an estimated accuracy of +/- 6 seconds.
 ES0161
 ES0161.The orthometric height was determined by differential leveling
 ES0161.and adjusted by the National Geodetic Survey in June 1991..
 ES0161
 ES0161.The geoid height was determined by GEOID03.
 ES0161
 ES0161.The dynamic height is computed by dividing the NAVD 88
 ES0161.geopotential number by the normal gravity value computed on the
 ES0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0161.degrees latitude (g = 980.6199 gals.).
 ES0161
 ES0161.The modeled gravity was interpolated from observed gravity values.
 ES0161
 ES0161;                    North         East    Units  Estimated Accuracy
 ES0161;SPC AZ E     -   355,330.      221,270.      MT  (+/- 180 meters Scaled)
 ES0161
 ES0161                          SUPERSEDED SURVEY CONTROL
 ES0161
 ES0161  NGVD 29 (??/??/92) 2009.889  (m)         6594.11   (f) ADJ UNCH    2 0
 ES0161
 ES0161.Superseded values are not recommended for survey control.
 ES0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0161.See file dsdata.txt to determine how the superseded data were derived.
 ES0161
 ES0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC846852(NAD 83)
 ES0161_MARKER: P = PIPE CAP
 ES0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0161_STAMPING: 6401.81
 ES0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0161
 ES0161  HISTORY     - Date     Condition        Report By
 ES0161  HISTORY     - UNK      MONUMENTED       BPR
 ES0161  HISTORY     - 1960     GOOD             NGS
 ES0161
 ES0161                          STATION DESCRIPTION
 ES0161
 ES0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0161'5.1 MI SW FROM SHOW LOW.
 ES0161'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0161'SHOW LOW, THENCE 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0161'HIGHWAY 77, AT THE ENTRANCE TO THE FORT APACHE INDIAN RESERVATION, IN
 ES0161'SECTION 2, R 21 E, T 9 N, 67 FEET NORTHWEST OF THE CENTER LINE OF THE
 ES0161'HIGHWAY, 121 FEET SOUTHWEST OF THE CENTER LINE OF A RIM ROAD, 6 FEET
 ES0161'SOUTHWEST OF A FENCE, 35 FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET ABOVE
 ES0161'THE HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 12
 ES0161'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0804 ***********************************************************************
 DW0804  DESIGNATION -  640.92
 DW0804  PID         -  DW0804
 DW0804  STATE/COUNTY-  AZ/LA PAZ
 DW0804  USGS QUAD   -  LA PAZ MTN (1970)
 DW0804
 DW0804                         *CURRENT SURVEY CONTROL
 DW0804  ___________________________________________________________________
 DW0804* NAD 83(1986)-  33 37 48.     (N)    114 25 49.     (W)     SCALED    
 DW0804* NAVD 88     -       196.10   (+/-2cm)     643.4    (feet)  VERTCON   
 DW0804  ___________________________________________________________________
 DW0804  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DW0804
 DW0804  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0804
 DW0804.The horizontal coordinates were scaled from a topographic map and have
 DW0804.an estimated accuracy of +/- 6 seconds.
 DW0804
 DW0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0804.The vertical order pertains to the NGVD 29 superseded value.
 DW0804
 DW0804.The geoid height was determined by GEOID03.
 DW0804
 DW0804;                    North         East    Units  Estimated Accuracy
 DW0804;SPC AZ W     -   291,840.      150,250.      MT  (+/- 180 meters Scaled)
 DW0804
 DW0804                          SUPERSEDED SURVEY CONTROL
 DW0804
 DW0804  NGVD 29 (??/??/??)  195.416  (m)          641.13   (f) ADJUSTED    1 2
 DW0804
 DW0804.Superseded values are not recommended for survey control.
 DW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0804.See file dsdata.txt to determine how the superseded data were derived.
 DW0804
 DW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT383240(NAD 83)
 DW0804_MARKER: DD = SURVEY DISK
 DW0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0804_SP_SET: HEADWALL
 DW0804_STAMPING: 640.92 343+70
 DW0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0804
 DW0804  HISTORY     - Date     Condition        Report By
 DW0804  HISTORY     - UNK      MONUMENTED       AZHD
 DW0804  HISTORY     - 1934     GOOD             NGS
 DW0804  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0804
 DW0804                          STATION DESCRIPTION
 DW0804
 DW0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0804'10.2 MI E FROM BLYTHE.
 DW0804'IN YUMA COUNTY, ARIZONA, ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY
 DW0804'60 FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0804'AT STATION 343+70, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0804'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0804'STANDARD DISK, STAMPED 640.92 343+70.
 DW0804
 DW0804                          STATION RECOVERY (1981)
 DW0804
 DW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0804'NOT RECOVERED. NOTE-THE HEADWALL HAS BEEN DESTROYED, MARK BELIEVED
 DW0804'LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0320 ***********************************************************************
 DA0320  DESIGNATION -  6+41
 DA0320  PID         -  DA0320
 DA0320  STATE/COUNTY-  AZ/PIMA
 DA0320  USGS QUAD   -  AJO SOUTH (1990)
 DA0320
 DA0320                         *CURRENT SURVEY CONTROL
 DA0320  ___________________________________________________________________
 DA0320* NAD 83(1986)-  32 22 18.     (N)    112 51 33.     (W)     SCALED    
 DA0320* NAVD 88     -       533.14   (+/-2cm)    1749.1    (feet)  VERTCON   
 DA0320  ___________________________________________________________________
 DA0320  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0320
 DA0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0320
 DA0320.The horizontal coordinates were scaled from a topographic map and have
 DA0320.an estimated accuracy of +/- 6 seconds.
 DA0320
 DA0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0320.The vertical order pertains to the NGVD 29 superseded value.
 DA0320
 DA0320.The geoid height was determined by GEOID03.
 DA0320
 DA0320;                    North         East    Units  Estimated Accuracy
 DA0320;SPC AZ C     -   152,470.      124,670.      MT  (+/- 180 meters Scaled)
 DA0320
 DA0320                          SUPERSEDED SURVEY CONTROL
 DA0320
 DA0320  NGVD 29 (??/??/92)  532.441  (m)         1746.85   (f) ADJ UNCH    1 2
 DA0320
 DA0320.Superseded values are not recommended for survey control.
 DA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0320.See file dsdata.txt to determine how the superseded data were derived.
 DA0320
 DA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250831(NAD 83)
 DA0320_MARKER: DD = SURVEY DISK
 DA0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0320_SP_SET: CULVERT
 DA0320_STAMPING: 1746.96 1938 6+41
 DA0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0320+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0320
 DA0320  HISTORY     - Date     Condition        Report By
 DA0320  HISTORY     - 1938     MONUMENTED       AZHD
 DA0320  HISTORY     - 1953     GOOD             NGS
 DA0320  HISTORY     - 1981     GOOD             NGS
 DA0320  HISTORY     - 20060218 GOOD             USPSQD
 DA0320
 DA0320                          STATION DESCRIPTION
 DA0320
 DA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0320'0.25 MI SE FROM AJO.
 DA0320'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0320'FROM THE STATION AT AJO, THENCE 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY
 DA0320'86, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE SOUTH
 DA0320'CONCRETE HEAD WALL, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DA0320'HIGHWAY, 5.9 FEET WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 6
 DA0320'FEET LOWER THAN THE ROAD.
 DA0320
 DA0320                          STATION RECOVERY (1981)
 DA0320
 DA0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0320'RECOVERED IN GOOD CONDITION.
 DA0320
 DA0320                          STATION RECOVERY (2006)
 DA0320
 DA0320'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0320'RECOVERED AS DESCRIBED. GPS N32.22.20.3  W112.51.30.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0349 ***********************************************************************
 FS0349  DESIGNATION -  642+50
 FS0349  PID         -  FS0349
 FS0349  STATE/COUNTY-  AZ/MOHAVE
 FS0349  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0349
 FS0349                         *CURRENT SURVEY CONTROL
 FS0349  ___________________________________________________________________
 FS0349* NAD 83(1986)-  35 31 07.     (N)    114 20 51.     (W)     SCALED    
 FS0349* NAVD 88     -       917.306  (meters)    3009.53   (feet)  POSTED    
 FS0349  ___________________________________________________________________
 FS0349  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0349  DYNAMIC HT  -         916.250 (meters)    3006.06  (feet)  COMP
 FS0349  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 FS0349
 FS0349  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0349
 FS0349.The horizontal coordinates were scaled from a topographic map and have
 FS0349.an estimated accuracy of +/- 6 seconds.
 FS0349
 FS0349.The orthometric height was determined by differential leveling
 FS0349.and adjusted by the National Geodetic Survey in 1992..
 FS0349.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0349.rate of 3.1 thru 4.0 mm/km.
 FS0349
 FS0349.The geoid height was determined by GEOID03.
 FS0349
 FS0349.The dynamic height is computed by dividing the NAVD 88
 FS0349.geopotential number by the normal gravity value computed on the
 FS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0349.degrees latitude (g = 980.6199 gals.).
 FS0349
 FS0349.The modeled gravity was interpolated from observed gravity values.
 FS0349
 FS0349;                    North         East    Units  Estimated Accuracy
 FS0349;SPC AZ W     -   501,290.      159,170.      MT  (+/- 180 meters Scaled)
 FS0349
 FS0349                          SUPERSEDED SURVEY CONTROL
 FS0349
 FS0349  NGVD 29 (??/??/92)  916.527  (m)         3006.97   (f) ADJ UNCH    1 1
 FS0349
 FS0349.Superseded values are not recommended for survey control.
 FS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0349.See file dsdata.txt to determine how the superseded data were derived.
 FS0349
 FS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV405337(NAD 83)
 FS0349_MARKER: DD = SURVEY DISK
 FS0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0349_SP_SET: CULVERT
 FS0349_STAMPING: 642+50 3007.58 1935
 FS0349_MARK LOGO: AZHD  
 FS0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0349
 FS0349  HISTORY     - Date     Condition        Report By
 FS0349  HISTORY     - 1935     MONUMENTED       AZHD
 FS0349  HISTORY     - 1949     GOOD             NGS
 FS0349  HISTORY     - 1982     GOOD             NGS
 FS0349
 FS0349                          STATION DESCRIPTION
 FS0349
 FS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0349'9.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0349'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0349'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 76 FEET NORTH OF
 FS0349'MILEPOST 43, AT A DOUBLE 30-INCH CORRUGATED METAL PIPE CULVERT,
 FS0349'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 FS0349'HEAD WALL, 15.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0349'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0349
 FS0349                          STATION RECOVERY (1982)
 FS0349
 FS0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0349'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0814 ***********************************************************************
 DV0814  DESIGNATION -  643+00
 DV0814  PID         -  DV0814
 DV0814  STATE/COUNTY-  AZ/MARICOPA
 DV0814  USGS QUAD   -  COTTON CENTER (1973)
 DV0814
 DV0814                         *CURRENT SURVEY CONTROL
 DV0814  ___________________________________________________________________
 DV0814* NAD 83(1986)-  33 06 18.     (N)    112 40 00.     (W)     SCALED    
 DV0814* NAVD 88     -       224.36   (+/-2cm)     736.1    (feet)  VERTCON   
 DV0814  ___________________________________________________________________
 DV0814  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV0814
 DV0814  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0814
 DV0814.The horizontal coordinates were scaled from a topographic map and have
 DV0814.an estimated accuracy of +/- 6 seconds.
 DV0814
 DV0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0814.The vertical order pertains to the NGVD 29 superseded value.
 DV0814
 DV0814.The geoid height was determined by GEOID03.
 DV0814
 DV0814;                    North         East    Units  Estimated Accuracy
 DV0814;SPC AZ C     -   233,650.      143,360.      MT  (+/- 180 meters Scaled)
 DV0814
 DV0814                          SUPERSEDED SURVEY CONTROL
 DV0814
 DV0814  NGVD 29 (??/??/92)  223.725  (m)          734.00   (f) ADJ UNCH    1 2
 DV0814
 DV0814.Superseded values are not recommended for survey control.
 DV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0814.See file dsdata.txt to determine how the superseded data were derived.
 DV0814
 DV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444641(NAD 83)
 DV0814_MARKER: DD = SURVEY DISK
 DV0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0814_SP_SET: CULVERT
 DV0814_STAMPING: 643+00 734.08 30
 DV0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0814
 DV0814  HISTORY     - Date     Condition        Report By
 DV0814  HISTORY     - UNK      MONUMENTED       AZHD
 DV0814  HISTORY     - 1967     GOOD             NGS
 DV0814  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0814
 DV0814                          STATION DESCRIPTION
 DV0814
 DV0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0814'12.15 MI N FROM GILA BEND.
 DV0814'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0814'GILA BEND, THENCE 11.3 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0814'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 3, T 4 S, R 4 W, ABOUT 0.25
 DV0814'MILE NORTH OF A JUNCTION OF THE HIGHWAY AND A ROAD LEADING WEST, 16
 DV0814'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET SOUTHEAST OF
 DV0814'POWER POLE NUMBER 3-15, SET IN THE CENTER OF THE TOP OF THE EAST
 DV0814'CONCRETE HEAD WALL OF A 30-INCH CORRUGATED METAL CULVERT, ABOUT 1 FOOT
 DV0814'BELOW THE LEVEL OF THE HIGHWAY.
 DV0814
 DV0814                          STATION RECOVERY (1981)
 DV0814
 DV0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0814'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0100 ***********************************************************************
 FR0100  DESIGNATION -  6463
 FR0100  PID         -  FR0100
 FR0100  STATE/COUNTY-  AZ/COCONINO
 FR0100  USGS QUAD   -  HOWARD MESA (1989)
 FR0100
 FR0100                         *CURRENT SURVEY CONTROL
 FR0100  ___________________________________________________________________
 FR0100* NAD 83(1986)-  35 23 49.     (N)    112 10 17.     (W)     SCALED    
 FR0100* NAVD 88     -      1969.728  (meters)    6462.35   (feet)  POSTED    
 FR0100  ___________________________________________________________________
 FR0100  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0100  DYNAMIC HT  -        1967.020 (meters)    6453.46  (feet)  COMP
 FR0100  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 FR0100
 FR0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0100
 FR0100.The horizontal coordinates were scaled from a topographic map and have
 FR0100.an estimated accuracy of +/- 6 seconds.
 FR0100
 FR0100.The orthometric height was determined by differential leveling
 FR0100.and adjusted by the National Geodetic Survey in 1992..
 FR0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0100.rate of 0.0 thru 1.0 mm/km.
 FR0100
 FR0100.The geoid height was determined by GEOID03.
 FR0100
 FR0100.The dynamic height is computed by dividing the NAVD 88
 FR0100.geopotential number by the normal gravity value computed on the
 FR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0100.degrees latitude (g = 980.6199 gals.).
 FR0100
 FR0100.The modeled gravity was interpolated from observed gravity values.
 FR0100
 FR0100;                    North         East    Units  Estimated Accuracy
 FR0100;SPC AZ C     -   487,640.      190,220.      MT  (+/- 180 meters Scaled)
 FR0100
 FR0100                          SUPERSEDED SURVEY CONTROL
 FR0100
 FR0100  NGVD 29 (??/??/92) 1968.768  (m)         6459.20   (f) ADJ UNCH    2 0
 FR0100
 FR0100.Superseded values are not recommended for survey control.
 FR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0100.See file dsdata.txt to determine how the superseded data were derived.
 FR0100
 FR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE936176(NAD 83)
 FR0100_MARKER: P = PIPE CAP
 FR0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0100_STAMPING: 6463 CANYON
 FR0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0100
 FR0100  HISTORY     - Date     Condition        Report By
 FR0100  HISTORY     - UNK      MONUMENTED       USGS
 FR0100  HISTORY     - 1934     GOOD             NGS
 FR0100
 FR0100                          STATION DESCRIPTION
 FR0100
 FR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0100'11.0 MI N FROM WILLIAMS.
 FR0100'11.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0100'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 1 POLE SOUTH OF
 FR0100'MILEAGE POST 10-1/2, 26 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 FR0100'3 FEET SOUTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0100'CAP, STAMPED 6463 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FR0100'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0183 ***********************************************************************
 FQ0183  DESIGNATION -  6490.92
 FQ0183  PID         -  FQ0183
 FQ0183  STATE/COUNTY-  AZ/COCONINO
 FQ0183  USGS QUAD   -  WINONA (1974)
 FQ0183
 FQ0183                         *CURRENT SURVEY CONTROL
 FQ0183  ___________________________________________________________________
 FQ0183* NAD 83(1986)-  35 12 14.     (N)    111 29 19.     (W)     SCALED    
 FQ0183* NAVD 88     -      1979.527  (meters)    6494.50   (feet)  ADJUSTED  
 FQ0183  ___________________________________________________________________
 FQ0183  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0183  DYNAMIC HT  -        1976.715 (meters)    6485.27  (feet)  COMP
 FQ0183  MODELED GRAV-     979,142.9   (mgal)                       NAVD 88
 FQ0183
 FQ0183  VERT ORDER  -  FIRST     CLASS II
 FQ0183
 FQ0183.The horizontal coordinates were scaled from a topographic map and have
 FQ0183.an estimated accuracy of +/- 6 seconds.
 FQ0183
 FQ0183.The orthometric height was determined by differential leveling
 FQ0183.and adjusted by the National Geodetic Survey in June 1991..
 FQ0183.WARNING-Repeat measurements at this control monument indicate possible
 FQ0183.vertical movement.
 FQ0183
 FQ0183.The geoid height was determined by GEOID03.
 FQ0183
 FQ0183.The dynamic height is computed by dividing the NAVD 88
 FQ0183.geopotential number by the normal gravity value computed on the
 FQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0183.degrees latitude (g = 980.6199 gals.).
 FQ0183
 FQ0183.The modeled gravity was interpolated from observed gravity values.
 FQ0183
 FQ0183;                    North         East    Units  Estimated Accuracy
 FQ0183;SPC AZ C     -   466,280.      252,340.      MT  (+/- 180 meters Scaled)
 FQ0183
 FQ0183                          SUPERSEDED SURVEY CONTROL
 FQ0183
 FQ0183  NGVD 29 (??/??/92) 1978.511  (m)         6491.16   (f) ADJ UNCH    1 2
 FQ0183
 FQ0183.Superseded values are not recommended for survey control.
 FQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0183.See file dsdata.txt to determine how the superseded data were derived.
 FQ0183
 FQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD555957(NAD 83)
 FQ0183_MARKER: DD = SURVEY DISK
 FQ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0183_SP_SET: BRIDGE
 FQ0183_STAMPING: ELEV. 6490.92 STA.
 FQ0183_MARK LOGO: AZHD  
 FQ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0183
 FQ0183  HISTORY     - Date     Condition        Report By
 FQ0183  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0183  HISTORY     - 1958     GOOD             NGS
 FQ0183  HISTORY     - 1983     GOOD             NGS
 FQ0183
 FQ0183                          STATION DESCRIPTION
 FQ0183
 FQ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0183'10.3 MI E FROM FLAGSTAFF.
 FQ0183'10.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0183'IN FLAGSTAFF, 1.55 MILES EAST OF A ROAD LEADING SOUTH TO WALNUT
 FQ0183'CANYON, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL
 FQ0183'OF A CONCRETE BRIDGE ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FQ0183
 FQ0183                          STATION RECOVERY (1983)
 FQ0183
 FQ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0183'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0183'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0183'IN FLAGSTAFF, THENCE 2.7 KM (1.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 FQ0183'40, 1.1 KM (0.7 MI) WEST OF THE COSNINO ROAD OVERPASS, IN THE CENTER
 FQ0183'OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT AND 8.0
 FQ0183'METERS (26.2 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FQ0183'THE HIGHWAY.
 FQ0183'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0239 ***********************************************************************
 FQ0239  DESIGNATION -  6493.9
 FQ0239  PID         -  FQ0239
 FQ0239  STATE/COUNTY-  AZ/COCONINO
 FQ0239  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0239
 FQ0239                         *CURRENT SURVEY CONTROL
 FQ0239  ___________________________________________________________________
 FQ0239* NAD 83(1986)-  35 03 18.     (N)    111 43 47.     (W)     SCALED    
 FQ0239* NAVD 88     -      1980.310  (meters)    6497.07   (feet)  ADJUSTED  
 FQ0239  ___________________________________________________________________
 FQ0239  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FQ0239  DYNAMIC HT  -        1977.530 (meters)    6487.95  (feet)  COMP
 FQ0239  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 FQ0239
 FQ0239  VERT ORDER  -  FIRST     CLASS II
 FQ0239
 FQ0239.The horizontal coordinates were scaled from a topographic map and have
 FQ0239.an estimated accuracy of +/- 6 seconds.
 FQ0239
 FQ0239.The orthometric height was determined by differential leveling
 FQ0239.and adjusted by the National Geodetic Survey in June 1991..
 FQ0239
 FQ0239.The geoid height was determined by GEOID03.
 FQ0239
 FQ0239.The dynamic height is computed by dividing the NAVD 88
 FQ0239.geopotential number by the normal gravity value computed on the
 FQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0239.degrees latitude (g = 980.6199 gals.).
 FQ0239
 FQ0239.The modeled gravity was interpolated from observed gravity values.
 FQ0239
 FQ0239;                    North         East    Units  Estimated Accuracy
 FQ0239;SPC AZ C     -   449,690.      230,410.      MT  (+/- 180 meters Scaled)
 FQ0239
 FQ0239                          SUPERSEDED SURVEY CONTROL
 FQ0239
 FQ0239  NGVD 29 (??/??/92) 1979.328  (m)         6493.85   (f) ADJ UNCH    1 2
 FQ0239
 FQ0239.Superseded values are not recommended for survey control.
 FQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0239.See file dsdata.txt to determine how the superseded data were derived.
 FQ0239
 FQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334793(NAD 83)
 FQ0239_MARKER: Z = SEE DESCRIPTION
 FQ0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0239_SP_SET: TREE
 FQ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0239
 FQ0239  HISTORY     - Date     Condition        Report By
 FQ0239  HISTORY     - UNK      MONUMENTED       USGS
 FQ0239  HISTORY     - 1933     GOOD             NGS
 FQ0239
 FQ0239                          STATION DESCRIPTION
 FQ0239
 FQ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0239'13.9 MI S FROM FLAGSTAFF.
 FQ0239'ABOUT 13.9 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0239'FLAGSTAFF, COCONINO COUNTY, ABOUT 2.1 MILES NORTH OF THE SUMMIT OF THE
 FQ0239'OAK CREEK GRADE, ABOUT 200 FEET WEST OF A ROCK BLUFF ON THE NORTH SIDE
 FQ0239'OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 FQ0239'IN THE ROOT OF A 36-INCH PINE TREE PAINTED U.S.B.M. 6493.9. THREE
 FQ0239'NAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0807 ***********************************************************************
 CZ0807  DESIGNATION -  649+60
 CZ0807  PID         -  CZ0807
 CZ0807  STATE/COUNTY-  AZ/PIMA
 CZ0807  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0807
 CZ0807                         *CURRENT SURVEY CONTROL
 CZ0807  ___________________________________________________________________
 CZ0807* NAD 83(1986)-  32 07 10.     (N)    111 12 24.     (W)     SCALED    
 CZ0807* NAVD 88     -       745.51   (+/-2cm)    2445.9    (feet)  VERTCON   
 CZ0807  ___________________________________________________________________
 CZ0807  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0807
 CZ0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0807
 CZ0807.The horizontal coordinates were scaled from a topographic map and have
 CZ0807.an estimated accuracy of +/- 6 seconds.
 CZ0807
 CZ0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0807.The vertical order pertains to the NGVD 29 superseded value.
 CZ0807
 CZ0807.The geoid height was determined by GEOID03.
 CZ0807
 CZ0807;                    North         East    Units  Estimated Accuracy
 CZ0807;SPC AZ C     -   124,330.      280,360.      MT  (+/- 180 meters Scaled)
 CZ0807
 CZ0807                          SUPERSEDED SURVEY CONTROL
 CZ0807
 CZ0807  NGVD 29 (??/??/92)  744.826  (m)         2443.65   (f) ADJ UNCH    2 0
 CZ0807
 CZ0807.Superseded values are not recommended for survey control.
 CZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0807.See file dsdata.txt to determine how the superseded data were derived.
 CZ0807
 CZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA805536(NAD 83)
 CZ0807_MARKER: DD = SURVEY DISK
 CZ0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0807_SP_SET: CULVERT
 CZ0807_STAMPING: 649+60 2444.53
 CZ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0807
 CZ0807  HISTORY     - Date     Condition        Report By
 CZ0807  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0807  HISTORY     - 1951     GOOD             NGS
 CZ0807
 CZ0807                          STATION DESCRIPTION
 CZ0807
 CZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0807'15.2 MI SW FROM TUCSON.
 CZ0807'15.2 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0807'STATE HIGHWAY 86, 2.5 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0807'AIRPORT, SET IN THE TOP OF AND IN THE CENTER OF THE NORTHWEST HEADWALL
 CZ0807'OF A 6 BY 6 FOOT CONCRETE CULVERT, 23 YARDS NORTH OF A TELEPHONE POLE,
 CZ0807'14 FEET NORTHWEST AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0854 ***********************************************************************
 DV0854  DESIGNATION -  65 A
 DV0854  PID         -  DV0854
 DV0854  STATE/COUNTY-  AZ/MARICOPA
 DV0854  USGS QUAD   -  TONOPAH (1984)
 DV0854
 DV0854                         *CURRENT SURVEY CONTROL
 DV0854  ___________________________________________________________________
 DV0854* NAD 83(1986)-  33 29 12.     (N)    112 53 32.     (W)     SCALED    
 DV0854* NAVD 88     -       333.65   (+/-2cm)    1094.7    (feet)  VERTCON   
 DV0854  ___________________________________________________________________
 DV0854  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0854
 DV0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0854
 DV0854.The horizontal coordinates were scaled from a topographic map and have
 DV0854.an estimated accuracy of +/- 6 seconds.
 DV0854
 DV0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0854.The vertical order pertains to the NGVD 29 superseded value.
 DV0854
 DV0854.The geoid height was determined by GEOID03.
 DV0854
 DV0854;                    North         East    Units  Estimated Accuracy
 DV0854;SPC AZ C     -   276,150.      122,700.      MT  (+/- 180 meters Scaled)
 DV0854
 DV0854                          SUPERSEDED SURVEY CONTROL
 DV0854
 DV0854  NGVD 29 (??/??/92)  333.032  (m)         1092.62   (f) ADJ UNCH    2 0
 DV0854
 DV0854.Superseded values are not recommended for survey control.
 DV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0854.See file dsdata.txt to determine how the superseded data were derived.
 DV0854
 DV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC242068(NAD 83)
 DV0854_MARKER: DD = SURVEY DISK
 DV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0854_STAMPING: 65 A 1962
 DV0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0854+STABILITY: SURFACE MOTION
 DV0854
 DV0854  HISTORY     - Date     Condition        Report By
 DV0854  HISTORY     - 1962     MONUMENTED       AZHD
 DV0854  HISTORY     - 1962     GOOD             NGS
 DV0854
 DV0854                          STATION DESCRIPTION
 DV0854
 DV0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0854'2.5 MI SE FROM TONOPAH.
 DV0854'0.5 MILE EAST-SOUTHEAST OF Q 415 65.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0854'DISK STAMPED 65 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0854'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0854'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0636 ***********************************************************************
 ER0636  DESIGNATION -  65 BKC
 ER0636  PID         -  ER0636
 ER0636  STATE/COUNTY-  AZ/APACHE
 ER0636  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0636
 ER0636                         *CURRENT SURVEY CONTROL
 ER0636  ___________________________________________________________________
 ER0636* NAD 83(1986)-  34 11 23.     (N)    109 20 48.     (W)     SCALED    
 ER0636* NAVD 88     -      2071.793  (meters)    6797.21   (feet)  ADJUSTED  
 ER0636  ___________________________________________________________________
 ER0636  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 ER0636  DYNAMIC HT  -        2068.616 (meters)    6786.78  (feet)  COMP
 ER0636  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 ER0636
 ER0636  VERT ORDER  -  SECOND    CLASS 0
 ER0636
 ER0636.The horizontal coordinates were scaled from a topographic map and have
 ER0636.an estimated accuracy of +/- 6 seconds.
 ER0636
 ER0636.The orthometric height was determined by differential leveling
 ER0636.and adjusted by the National Geodetic Survey in June 1991..
 ER0636
 ER0636.The geoid height was determined by GEOID03.
 ER0636
 ER0636.The dynamic height is computed by dividing the NAVD 88
 ER0636.geopotential number by the normal gravity value computed on the
 ER0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0636.degrees latitude (g = 980.6199 gals.).
 ER0636
 ER0636.The modeled gravity was interpolated from observed gravity values.
 ER0636
 ER0636;                    North         East    Units  Estimated Accuracy
 ER0636;SPC AZ E     -   354,000.      288,940.      MT  (+/- 180 meters Scaled)
 ER0636
 ER0636                          SUPERSEDED SURVEY CONTROL
 ER0636
 ER0636  NGVD 29 (??/??/92) 2070.86   (m)         6794.1    (f) COMPUTED    2 0
 ER0636
 ER0636.Superseded values are not recommended for survey control.
 ER0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0636.See file dsdata.txt to determine how the superseded data were derived.
 ER0636
 ER0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC523844(NAD 83)
 ER0636_MARKER: DB = BENCH MARK DISK
 ER0636_SETTING: 66 = SET IN ROCK OUTCROP
 ER0636_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0636_STAMPING: 65 BKC 1968 6794
 ER0636_MARK LOGO: USGS  
 ER0636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0636+STABILITY: POSITION/ELEVATION WELL
 ER0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0636+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0636
 ER0636  HISTORY     - Date     Condition        Report By
 ER0636  HISTORY     - 1968     MONUMENTED       USGS
 ER0636
 ER0636                          STATION DESCRIPTION
 ER0636
 ER0636'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0636'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 5.9 MILES
 ER0636'NORTHWEST ALONG U S HIGHWAY 60, 71 FEET NORTH OF THE HIGHWAY, 6.6
 ER0636'FEET SOUTHWEST OF A WITNESS MARKER, 3.3 FEET SOUTH OF A FENCE, SET IN
 ER0636'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1015 ***********************************************************************
 FR1015  DESIGNATION -  65 EMH
 FR1015  PID         -  FR1015
 FR1015  STATE/COUNTY-  AZ/COCONINO
 FR1015  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1015
 FR1015                         *CURRENT SURVEY CONTROL
 FR1015  ___________________________________________________________________
 FR1015* NAD 83(1986)-  35 26 43.     (N)    112 36 58.     (W)     SCALED    
 FR1015* NAVD 88     -      1786.251  (meters)    5860.39   (feet)  POSTED    
 FR1015  ___________________________________________________________________
 FR1015  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 FR1015  DYNAMIC HT  -        1783.880 (meters)    5852.61  (feet)  COMP
 FR1015  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 FR1015
 FR1015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1015
 FR1015.The horizontal coordinates were scaled from a topographic map and have
 FR1015.an estimated accuracy of +/- 6 seconds.
 FR1015
 FR1015.The orthometric height was determined by differential leveling
 FR1015.and adjusted by the National Geodetic Survey in 1992..
 FR1015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1015.rate of 0.0 thru 1.0 mm/km.
 FR1015
 FR1015.The geoid height was determined by GEOID03.
 FR1015
 FR1015.The dynamic height is computed by dividing the NAVD 88
 FR1015.geopotential number by the normal gravity value computed on the
 FR1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1015.degrees latitude (g = 980.6199 gals.).
 FR1015
 FR1015.The modeled gravity was interpolated from observed gravity values.
 FR1015
 FR1015;                    North         East    Units  Estimated Accuracy
 FR1015;SPC AZ C     -   493,200.      149,860.      MT  (+/- 180 meters Scaled)
 FR1015
 FR1015                          SUPERSEDED SURVEY CONTROL
 FR1015
 FR1015.No superseded survey control is available for this station.
 FR1015
 FR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE533236(NAD 83)
 FR1015_MARKER: DB = BENCH MARK DISK
 FR1015_SETTING: 66 = SET IN ROCK OUTCROP
 FR1015_SP_SET: BEDROCK
 FR1015_STAMPING: 65 EMH 1973 5857
 FR1015_MARK LOGO: USGS  
 FR1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1015+STABILITY: POSITION/ELEVATION WELL
 FR1015
 FR1015  HISTORY     - Date     Condition        Report By
 FR1015  HISTORY     - 1973     MONUMENTED       USGS
 FR1015
 FR1015                          STATION DESCRIPTION
 FR1015
 FR1015'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1015'46.2 KM (28.70 MI) NNE FROM SELIGMAN.
 FR1015'FROM THE GATE AT SEVEN RANCH, PROCEED 1.4 MILES NORTHWEST ALONG A
 FR1015'DIRT ROAD, 0.75 MILES NORTHWEST OF A ROAD FORK WEST, AT A SADDLE IN
 FR1015'THE ROAD, 68 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN A ROCK
 FR1015'OUTCROP LEVEL WITH THE GROUND.
 FR1015'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0657 ***********************************************************************
 FP0657  DESIGNATION -  65 HLS
 FP0657  PID         -  FP0657
 FP0657  STATE/COUNTY-  AZ/APACHE
 FP0657  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0657
 FP0657                         *CURRENT SURVEY CONTROL
 FP0657  ___________________________________________________________________
 FP0657* NAD 83(1986)-  35 19 07.     (N)    109 27 03.     (W)     SCALED    
 FP0657* NAVD 88     -      1911.683  (meters)    6271.91   (feet)  ADJUSTED  
 FP0657  ___________________________________________________________________
 FP0657  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 FP0657  DYNAMIC HT  -        1908.999 (meters)    6263.11  (feet)  COMP
 FP0657  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 FP0657
 FP0657  VERT ORDER  -  SECOND    CLASS II
 FP0657
 FP0657.The horizontal coordinates were scaled from a topographic map and have
 FP0657.an estimated accuracy of +/- 6 seconds.
 FP0657
 FP0657.The orthometric height was determined by differential leveling
 FP0657.and adjusted by the National Geodetic Survey in June 1991..
 FP0657
 FP0657.The geoid height was determined by GEOID03.
 FP0657
 FP0657.The dynamic height is computed by dividing the NAVD 88
 FP0657.geopotential number by the normal gravity value computed on the
 FP0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0657.degrees latitude (g = 980.6199 gals.).
 FP0657
 FP0657.The modeled gravity was interpolated from observed gravity values.
 FP0657
 FP0657;                    North         East    Units  Estimated Accuracy
 FP0657;SPC AZ E     -   479,150.      278,450.      MT  (+/- 180 meters Scaled)
 FP0657
 FP0657                          SUPERSEDED SURVEY CONTROL
 FP0657
 FP0657.No superseded survey control is available for this station.
 FP0657
 FP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE408094(NAD 83)
 FP0657_MARKER: DB = BENCH MARK DISK
 FP0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0657_SP_SET: COPPER-CLAD STEEL ROD
 FP0657_STAMPING: 65 HLS 1970 6268
 FP0657_MARK LOGO: USGS  
 FP0657_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0657+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0657
 FP0657  HISTORY     - Date     Condition        Report By
 FP0657  HISTORY     - 1970     MONUMENTED       USGS
 FP0657
 FP0657                          STATION DESCRIPTION
 FP0657
 FP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0657'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0657'PROCEED 9.0 MILES NORTH ALONG STATE HIGHWAY 63, 73 FEET EAST OF THE
 FP0657'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0657'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0137 ***********************************************************************
 CZ0137  DESIGNATION -  6+50
 CZ0137  PID         -  CZ0137
 CZ0137  STATE/COUNTY-  AZ/PIMA
 CZ0137  USGS QUAD   -  TUCSON (1992)
 CZ0137
 CZ0137                         *CURRENT SURVEY CONTROL
 CZ0137  ___________________________________________________________________
 CZ0137* NAD 83(1986)-  32 14 29.     (N)    110 58 42.     (W)     SCALED    
 CZ0137* NAVD 88     -       718.49   (+/-2cm)    2357.2    (feet)  VERTCON   
 CZ0137  ___________________________________________________________________
 CZ0137  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0137
 CZ0137  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0137
 CZ0137.The horizontal coordinates were scaled from a topographic map and have
 CZ0137.an estimated accuracy of +/- 6 seconds.
 CZ0137
 CZ0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0137.The vertical order pertains to the NGVD 29 superseded value.
 CZ0137
 CZ0137.The geoid height was determined by GEOID03.
 CZ0137
 CZ0137;                    North         East    Units  Estimated Accuracy
 CZ0137;SPC AZ C     -   138,020.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0137
 CZ0137                          SUPERSEDED SURVEY CONTROL
 CZ0137
 CZ0137  NGVD 29 (??/??/92)  717.825  (m)         2355.06   (f) ADJ UNCH    1 2
 CZ0137
 CZ0137.Superseded values are not recommended for survey control.
 CZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0137.See file dsdata.txt to determine how the superseded data were derived.
 CZ0137
 CZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020671(NAD 83)
 CZ0137_MARKER: DD = SURVEY DISK
 CZ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0137_SP_SET: CULVERT
 CZ0137_STAMPING: 2355.85 1937 6+50
 CZ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0137
 CZ0137  HISTORY     - Date     Condition        Report By
 CZ0137  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0137  HISTORY     - 1951     GOOD             NGS
 CZ0137  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0137
 CZ0137                          STATION DESCRIPTION
 CZ0137
 CZ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0137'1.7 MI N FROM TUCSON.
 CZ0137'1.7 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0137'BANK AT TUCSON, ABOUT 0.1 MILE NORTHWEST OF THE NORTH END OF A CURVE
 CZ0137'IN THE HIGHWAY, AT A 5 1/2 X 10 FOOT CONCRETE BOX-TYPE CULVERT OVER A
 CZ0137'WASH, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL, 155 FEET
 CZ0137'SOUTH OF THE CENTERLINE OF AN EAST-WEST DIRT CROSS-STREET, 34 FEET
 CZ0137'WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF THE HIGHWAY,
 CZ0137'AND ABOUT 1/2 FOOT HIGHER THAN THE SIDEWALK.
 CZ0137
 CZ0137                          STATION RECOVERY (2006)
 CZ0137
 CZ0137'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0137'MARK NOT FOUND. HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0346 ***********************************************************************
 FS0346  DESIGNATION -  651+00
 FS0346  PID         -  FS0346
 FS0346  STATE/COUNTY-  AZ/MOHAVE
 FS0346  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0346
 FS0346                         *CURRENT SURVEY CONTROL
 FS0346  ___________________________________________________________________
 FS0346* NAD 83(1986)-  35 31 12.     (N)    114 20 53.     (W)     SCALED    
 FS0346* NAVD 88     -       916.114  (meters)    3005.62   (feet)  POSTED    
 FS0346  ___________________________________________________________________
 FS0346  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0346  DYNAMIC HT  -         915.060 (meters)    3002.16  (feet)  COMP
 FS0346  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 FS0346
 FS0346  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0346
 FS0346.The horizontal coordinates were scaled from a topographic map and have
 FS0346.an estimated accuracy of +/- 6 seconds.
 FS0346
 FS0346.The orthometric height was determined by differential leveling
 FS0346.and adjusted by the National Geodetic Survey in 1992..
 FS0346.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0346.rate of 3.1 thru 4.0 mm/km.
 FS0346
 FS0346.The geoid height was determined by GEOID03.
 FS0346
 FS0346.The dynamic height is computed by dividing the NAVD 88
 FS0346.geopotential number by the normal gravity value computed on the
 FS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0346.degrees latitude (g = 980.6199 gals.).
 FS0346
 FS0346.The modeled gravity was interpolated from observed gravity values.
 FS0346
 FS0346;                    North         East    Units  Estimated Accuracy
 FS0346;SPC AZ W     -   501,440.      159,120.      MT  (+/- 180 meters Scaled)
 FS0346
 FS0346                          SUPERSEDED SURVEY CONTROL
 FS0346
 FS0346  NGVD 29 (??/??/92)  915.336  (m)         3003.06   (f) ADJ UNCH    1 1
 FS0346
 FS0346.Superseded values are not recommended for survey control.
 FS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0346.See file dsdata.txt to determine how the superseded data were derived.
 FS0346
 FS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV404339(NAD 83)
 FS0346_MARKER: DD = SURVEY DISK
 FS0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0346_SP_SET: CULVERT
 FS0346_STAMPING: 651+00 3003-68 1935
 FS0346_MARK LOGO: AZHD  
 FS0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0346
 FS0346  HISTORY     - Date     Condition        Report By
 FS0346  HISTORY     - 1935     MONUMENTED       AZHD
 FS0346  HISTORY     - 1949     GOOD             NGS
 FS0346  HISTORY     - 1982     GOOD             NGS
 FS0346
 FS0346                          STATION DESCRIPTION
 FS0346
 FS0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0346'10 MI NW FROM GRASSHOPPER JUNCTION.
 FS0346'10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0346'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8- FOOT
 FS0346'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0346'SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0346'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0346
 FS0346                          STATION RECOVERY (1982)
 FS0346
 FS0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0346'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0558 ***********************************************************************
 CZ0558  DESIGNATION -  651+14.6
 CZ0558  PID         -  CZ0558
 CZ0558  STATE/COUNTY-  AZ/PIMA
 CZ0558  USGS QUAD   -  JAYNES (1992)
 CZ0558
 CZ0558                         *CURRENT SURVEY CONTROL
 CZ0558  ___________________________________________________________________
 CZ0558* NAD 83(1986)-  32 17 07.     (N)    111 01 16.     (W)     SCALED    
 CZ0558* NAVD 88     -       689.674  (meters)    2262.71   (feet)  ADJUSTED  
 CZ0558  ___________________________________________________________________
 CZ0558  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0558  DYNAMIC HT  -         688.736 (meters)    2259.63  (feet)  COMP
 CZ0558  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 CZ0558
 CZ0558  VERT ORDER  -  FIRST     CLASS II
 CZ0558
 CZ0558.The horizontal coordinates were scaled from a topographic map and have
 CZ0558.an estimated accuracy of +/- 6 seconds.
 CZ0558
 CZ0558.The orthometric height was determined by differential leveling
 CZ0558.and adjusted by the National Geodetic Survey in June 1991..
 CZ0558
 CZ0558.The geoid height was determined by GEOID03.
 CZ0558
 CZ0558.The dynamic height is computed by dividing the NAVD 88
 CZ0558.geopotential number by the normal gravity value computed on the
 CZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0558.degrees latitude (g = 980.6199 gals.).
 CZ0558
 CZ0558.The modeled gravity was interpolated from observed gravity values.
 CZ0558
 CZ0558;                    North         East    Units  Estimated Accuracy
 CZ0558;SPC AZ C     -   142,850.      297,710.      MT  (+/- 180 meters Scaled)
 CZ0558
 CZ0558                          SUPERSEDED SURVEY CONTROL
 CZ0558
 CZ0558  NGVD 29 (??/??/92)  688.993  (m)         2260.47   (f) ADJ UNCH    1 2
 CZ0558
 CZ0558.Superseded values are not recommended for survey control.
 CZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0558.See file dsdata.txt to determine how the superseded data were derived.
 CZ0558
 CZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA980720(NAD 83)
 CZ0558_MARKER: DD = SURVEY DISK
 CZ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0558_SP_SET: CULVERT
 CZ0558_STAMPING: 2261.18 1930 651+14.6
 CZ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0558
 CZ0558  HISTORY     - Date     Condition        Report By
 CZ0558  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0558  HISTORY     - 1951     GOOD             NGS
 CZ0558  HISTORY     - 1960     GOOD             NGS
 CZ0558  HISTORY     - 1980     GOOD             NGS
 CZ0558
 CZ0558                          STATION DESCRIPTION
 CZ0558
 CZ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0558'1.1 MI SE FROM JAYNES.
 CZ0558'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0558'RAILROAD FROM THE STATION AT JAYNES, 0.5 MILE SOUTHEAST OF MILEPOLE
 CZ0558'978, AT RAILROAD MILEAGE 978.49, IN TOP OF THE APPROXIMATE CENTER OF
 CZ0558'THE NORTHEAST HEADWALL OF A CONCRETE BOX-TYPE HIGHWAY CULVERT, 29.7
 CZ0558'FEET SOUTHEAST OF TELEGRAPH POLE 11125 E 51, 16 1/2 FEET NORTHEAST OF
 CZ0558'THE HIGHWAY CENTERLINE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0558
 CZ0558                          STATION RECOVERY (1960)
 CZ0558
 CZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0558'RECOVERED IN GOOD CONDITION.
 CZ0558
 CZ0558                          STATION RECOVERY (1980)
 CZ0558
 CZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0558'8.7 KILOMETERS (5.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0558'RAILROAD FROM THE STATION AT TUCSON, 0.8 KILOMETER (0.5 MILE)
 CZ0558'SOUTHEAST OF MILE POST 978, IN THE TOP AND CENTER OF THE NORTHEAST
 CZ0558'HEADWALL OF A SMALL BOX CULVERT UNDER THE NORTHEAST FRONTAGE ROAD OF
 CZ0558'INTERSTATE HIGHWAY 10, 22.2 METERS (73 FEET) SOUTHWEST OF THE
 CZ0558'SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 9.3 METERS (30.5 FEET)
 CZ0558'SOUTH OF TELEPHONE POLE 11125E51 AND 4.4 METERS (14.6 FEET) NORTHEAST
 CZ0558'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0558'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1239 ***********************************************************************
 DV1239  DESIGNATION -  651+74
 DV1239  PID         -  DV1239
 DV1239  STATE/COUNTY-  AZ/MARICOPA
 DV1239  USGS QUAD   -  COTTON CENTER (1973)
 DV1239
 DV1239                         *CURRENT SURVEY CONTROL
 DV1239  ___________________________________________________________________
 DV1239* NAD 83(1986)-  33 06 26.     (N)    112 40 00.     (W)     SCALED    
 DV1239* NAVD 88     -       226.267  (meters)     742.34   (feet)  ADJUSTED  
 DV1239  ___________________________________________________________________
 DV1239  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1239  DYNAMIC HT  -         226.002 (meters)     741.47  (feet)  COMP
 DV1239  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 DV1239
 DV1239  VERT ORDER  -  FIRST     CLASS II
 DV1239
 DV1239.The horizontal coordinates were scaled from a topographic map and have
 DV1239.an estimated accuracy of +/- 6 seconds.
 DV1239
 DV1239.The orthometric height was determined by differential leveling
 DV1239.and adjusted by the National Geodetic Survey in June 1991..
 DV1239
 DV1239.The geoid height was determined by GEOID03.
 DV1239
 DV1239.The dynamic height is computed by dividing the NAVD 88
 DV1239.geopotential number by the normal gravity value computed on the
 DV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1239.degrees latitude (g = 980.6199 gals.).
 DV1239
 DV1239.The modeled gravity was interpolated from observed gravity values.
 DV1239
 DV1239;                    North         East    Units  Estimated Accuracy
 DV1239;SPC AZ C     -   233,890.      143,360.      MT  (+/- 180 meters Scaled)
 DV1239
 DV1239                          SUPERSEDED SURVEY CONTROL
 DV1239
 DV1239.No superseded survey control is available for this station.
 DV1239
 DV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444644(NAD 83)
 DV1239_MARKER: DB = BENCH MARK DISK
 DV1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1239_SP_SET: HEADWALL
 DV1239_STAMPING: 651+74 740.37 30
 DV1239_MARK LOGO: AZHD  
 DV1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1239+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1239
 DV1239  HISTORY     - Date     Condition        Report By
 DV1239  HISTORY     - 1930     MONUMENTED       AZHD
 DV1239  HISTORY     - 1981     GOOD             NGS
 DV1239  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV1239  HISTORY     - 20060129 GOOD             USPSQD
 DV1239
 DV1239                          STATION DESCRIPTION
 DV1239
 DV1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1239'19.5 KM (12.1 MI) NORTH FROM GILA BEND.
 DV1239'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1239'STATION AT GILA BEND, THENCE 18.2 KM (11.3 MI) NORTH ALONF THE
 DV1239'ARLINGTON-HASSAYAMPA ROAD, IN TOP AND CENTER OF THE EAST HEADWALL
 DV1239'OF A DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH OF AND ACROSS THE
 DV1239'ROAD FROM AN IRRIGATION PUMP, 4.5 METERS (14.8 FT) EAST OF THE
 DV1239'CENTERLINE OF THE ROAD, 28.5 METERS (93.5 FT) NORTHEAST OF AND
 DV1239'ACROSS THE ROAD FROM POWER LINE POLE 3-13.
 DV1239'THE MARK IS 0.15 M BELOW THE ROAD.
 DV1239
 DV1239                          STATION RECOVERY (2006)
 DV1239
 DV1239'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1239'RECOVERED AS DESCRIBED.
 DV1239
 DV1239                          STATION RECOVERY (2006)
 DV1239
 DV1239'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1239'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0032 ***********************************************************************
 GQ0032  DESIGNATION -  6521.65
 GQ0032  PID         -  GQ0032
 GQ0032  STATE/COUNTY-  AZ/COCONINO
 GQ0032  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0032
 GQ0032                         *CURRENT SURVEY CONTROL
 GQ0032  ___________________________________________________________________
 GQ0032* NAD 83(1986)-  36 50 16.     (N)    112 15 19.     (W)     SCALED    
 GQ0032* NAVD 88     -      2005.763  (meters)    6580.57   (feet)  POSTED    
 GQ0032  ___________________________________________________________________
 GQ0032  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 GQ0032  DYNAMIC HT  -        2003.240 (meters)    6572.30  (feet)  COMP
 GQ0032  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GQ0032
 GQ0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0032
 GQ0032.The horizontal coordinates were scaled from a topographic map and have
 GQ0032.an estimated accuracy of +/- 6 seconds.
 GQ0032
 GQ0032.The orthometric height was determined by differential leveling
 GQ0032.and adjusted by the National Geodetic Survey in 1992..
 GQ0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0032.rate of 0.0 thru 1.0 mm/km.
 GQ0032
 GQ0032.The geoid height was determined by GEOID03.
 GQ0032
 GQ0032.The dynamic height is computed by dividing the NAVD 88
 GQ0032.geopotential number by the normal gravity value computed on the
 GQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0032.degrees latitude (g = 980.6199 gals.).
 GQ0032
 GQ0032.The modeled gravity was interpolated from observed gravity values.
 GQ0032
 GQ0032;                    North         East    Units  Estimated Accuracy
 GQ0032;SPC AZ C     -   647,520.      183,160.      MT  (+/- 180 meters Scaled)
 GQ0032
 GQ0032                          SUPERSEDED SURVEY CONTROL
 GQ0032
 GQ0032  NGVD 29 (??/??/92) 2004.655  (m)         6576.94   (f) ADJ UNCH    1 2
 GQ0032
 GQ0032.Superseded values are not recommended for survey control.
 GQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0032.See file dsdata.txt to determine how the superseded data were derived.
 GQ0032
 GQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF880776(NAD 83)
 GQ0032_MARKER: P = PIPE CAP
 GQ0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0032_STAMPING: 6521.65 261+22.31
 GQ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0032
 GQ0032  HISTORY     - Date     Condition        Report By
 GQ0032  HISTORY     - UNK      MONUMENTED       BPR
 GQ0032  HISTORY     - 1934     GOOD             NGS
 GQ0032
 GQ0032                          STATION DESCRIPTION
 GQ0032
 GQ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0032'18.6 MI SE FROM FREDONIA.
 GQ0032'18.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0032'COUNTY, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF
 GQ0032'A TELEPHONE POLE, AND IN LINE WITH THE ROW OF POLES.  A UNITED STATES
 GQ0032'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6521.65 261+22.31 AND
 GQ0032'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0888 ***********************************************************************
 FQ0888  DESIGNATION -  6525
 FQ0888  PID         -  FQ0888
 FQ0888  STATE/COUNTY-  AZ/COCONINO
 FQ0888  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0888
 FQ0888                         *CURRENT SURVEY CONTROL
 FQ0888  ___________________________________________________________________
 FQ0888* NAD 83(1986)-  35 25 40.     (N)    111 34 11.     (W)     SCALED    
 FQ0888* NAVD 88     -      1989.812  (meters)    6528.24   (feet)  POSTED    
 FQ0888  ___________________________________________________________________
 FQ0888  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0888  DYNAMIC HT  -        1987.100 (meters)    6519.34  (feet)  COMP
 FQ0888  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 FQ0888
 FQ0888  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0888
 FQ0888.The horizontal coordinates were scaled from a topographic map and have
 FQ0888.an estimated accuracy of +/- 6 seconds.
 FQ0888
 FQ0888.The orthometric height was determined by differential leveling
 FQ0888.and adjusted by the National Geodetic Survey in 1992..
 FQ0888.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0888.rate of 0.0 thru 1.0 mm/km.
 FQ0888
 FQ0888.The geoid height was determined by GEOID03.
 FQ0888
 FQ0888.The dynamic height is computed by dividing the NAVD 88
 FQ0888.geopotential number by the normal gravity value computed on the
 FQ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0888.degrees latitude (g = 980.6199 gals.).
 FQ0888
 FQ0888.The modeled gravity was interpolated from observed gravity values.
 FQ0888
 FQ0888;                    North         East    Units  Estimated Accuracy
 FQ0888;SPC AZ C     -   491,080.      244,860.      MT  (+/- 180 meters Scaled)
 FQ0888
 FQ0888                          SUPERSEDED SURVEY CONTROL
 FQ0888
 FQ0888  NGVD 29 (??/??/92) 1988.86   (m)         6525.1    (f) COMPUTED    3 0
 FQ0888
 FQ0888.Superseded values are not recommended for survey control.
 FQ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0888.See file dsdata.txt to determine how the superseded data were derived.
 FQ0888
 FQ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE482206(NAD 83)
 FQ0888_MARKER: DD = SURVEY DISK
 FQ0888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0888_SP_SET: CONCRETE HEADWALL
 FQ0888_STAMPING: 6525.43 1936
 FQ0888_MARK LOGO: AZHD  
 FQ0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0888+STABILITY: SURFACE MOTION
 FQ0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0888+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1959
 FQ0888
 FQ0888  HISTORY     - Date     Condition        Report By
 FQ0888  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0888  HISTORY     - 19590214 GOOD             USGS
 FQ0888
 FQ0888                          STATION DESCRIPTION
 FQ0888
 FQ0888'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0888'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0888'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE JUNCTION TO
 FQ0888'DEADMAN FLAT ROAD, 66 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 FQ0888'THE SOUTH CONCRETE HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1656 ***********************************************************************
 DU1656  DESIGNATION -  65.4
 DU1656  PID         -  DU1656
 DU1656  STATE/COUNTY-  AZ/MARICOPA
 DU1656  USGS QUAD   -  MESA (1982)
 DU1656
 DU1656                         *CURRENT SURVEY CONTROL
 DU1656  ___________________________________________________________________
 DU1656* NAD 83(1986)-  33 23 11.     (N)    111 45 13.     (W)     SCALED    
 DU1656* NAVD 88     -       384.943  (meters)    1262.93   (feet)  ADJUSTED  
 DU1656  ___________________________________________________________________
 DU1656  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1656  DYNAMIC HT  -         384.485 (meters)    1261.43  (feet)  COMP
 DU1656  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DU1656
 DU1656  VERT ORDER  -  SECOND    CLASS I
 DU1656
 DU1656.The horizontal coordinates were scaled from a topographic map and have
 DU1656.an estimated accuracy of +/- 6 seconds.
 DU1656
 DU1656.The orthometric height was determined by differential leveling
 DU1656.and adjusted by the National Geodetic Survey in January 1998..
 DU1656
 DU1656.The geoid height was determined by GEOID03.
 DU1656
 DU1656.The dynamic height is computed by dividing the NAVD 88
 DU1656.geopotential number by the normal gravity value computed on the
 DU1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1656.degrees latitude (g = 980.6199 gals.).
 DU1656
 DU1656.The modeled gravity was interpolated from observed gravity values.
 DU1656
 DU1656;                    North         East    Units  Estimated Accuracy
 DU1656;SPC AZ C     -   264,610.      228,530.      MT  (+/- 180 meters Scaled)
 DU1656
 DU1656                          SUPERSEDED SURVEY CONTROL
 DU1656
 DU1656  NAVD 88 (11/29/93)  384.930  (m)         1262.89   (f) UNKNOWN     2 1
 DU1656
 DU1656.Superseded values are not recommended for survey control.
 DU1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1656.See file dsdata.txt to determine how the superseded data were derived.
 DU1656
 DU1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB299943(NAD 83)
 DU1656_MARKER: I = METAL ROD
 DU1656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1656+WITH SETTING: INFORMATION.
 DU1656_SP_SET: REBAR
 DU1656_MARK LOGO: AZDT  
 DU1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1656
 DU1656  HISTORY     - Date     Condition        Report By
 DU1656  HISTORY     - UNK      MONUMENTED       AZDT
 DU1656  HISTORY     - 1981     GOOD             AZDT
 DU1656  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1656  HISTORY     - 19941217 MARK NOT FOUND   USPSQD
 DU1656  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1656
 DU1656                          STATION DESCRIPTION
 DU1656
 DU1656'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1656'IN MESA.
 DU1656'IN MESA, 2 MI (3.2 KM) SOUTH OF JUNCTION OF U.S.60 AND POWER ROAD,
 DU1656'THENCE 4 MI (6.4KM) WEST ALONG SUPERSTITION FREEWAY CORRIDOR TO VAL
 DU1656'VISTA DRIVE, ALONG THE WEST SIDE OF VAL VISTA ROAD, 0.5 MI (0.81 KM)
 DU1656'SOUTH OF SOUTHERN AVE, 170 FT (51.81 METERS) SOUTH OF A FIELD ROAD
 DU1656'WEST, 30 FT (9.14 METERS) WEST OF THE CENTERLINE OF VAL VISTA, 1 FT
 DU1656'(.30 METERS) WEST OF A WOVEN WIRE FENCE, A REBAR UP 0.1 FT.
 DU1656
 DU1656                          STATION RECOVERY (1994)
 DU1656
 DU1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1656'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1656
 DU1656                          STATION RECOVERY (1994)
 DU1656
 DU1656'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1656'MARK NOT FOUND.
 DU1656
 DU1656                          STATION RECOVERY (2006)
 DU1656
 DU1656'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1656'THERE IS NO FIELD ROAD IN THE AREA OF BRIDGE WHERE VAL VISTA CROSSES
 DU1656'OVER THE SUPERSTITION FREEWAY. ALSO THERE IS NO WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0808 ***********************************************************************
 CZ0808  DESIGNATION -  654+55
 CZ0808  PID         -  CZ0808
 CZ0808  STATE/COUNTY-  AZ/PIMA
 CZ0808  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0808
 CZ0808                         *CURRENT SURVEY CONTROL
 CZ0808  ___________________________________________________________________
 CZ0808* NAD 83(1986)-  32 07 13.     (N)    111 12 19.     (W)     SCALED    
 CZ0808* NAVD 88     -       744.73   (+/-2cm)    2443.3    (feet)  VERTCON   
 CZ0808  ___________________________________________________________________
 CZ0808  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0808
 CZ0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0808
 CZ0808.The horizontal coordinates were scaled from a topographic map and have
 CZ0808.an estimated accuracy of +/- 6 seconds.
 CZ0808
 CZ0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0808.The vertical order pertains to the NGVD 29 superseded value.
 CZ0808
 CZ0808.The geoid height was determined by GEOID03.
 CZ0808
 CZ0808;                    North         East    Units  Estimated Accuracy
 CZ0808;SPC AZ C     -   124,430.      280,490.      MT  (+/- 180 meters Scaled)
 CZ0808
 CZ0808                          SUPERSEDED SURVEY CONTROL
 CZ0808
 CZ0808  NGVD 29 (??/??/92)  744.043  (m)         2441.08   (f) ADJ UNCH    2 0
 CZ0808
 CZ0808.Superseded values are not recommended for survey control.
 CZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0808.See file dsdata.txt to determine how the superseded data were derived.
 CZ0808
 CZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA806537(NAD 83)
 CZ0808_MARKER: DD = SURVEY DISK
 CZ0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0808_SP_SET: CULVERT
 CZ0808_STAMPING: 654+55 2441.91
 CZ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0808
 CZ0808  HISTORY     - Date     Condition        Report By
 CZ0808  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0808  HISTORY     - 1951     GOOD             NGS
 CZ0808
 CZ0808                          STATION DESCRIPTION
 CZ0808
 CZ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0808'15.1 MI SW FROM TUCSON.
 CZ0808'15.1 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0808'STATE HIGHWAY 86, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0808'HEADWALL OF A 4 BY 12 FOOT CONCRETE CULVERT ABOUT FLUSH WITH THE ROAD,
 CZ0808'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 CZ0808'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0042 ***********************************************************************
 FR0042  DESIGNATION -  6564
 FR0042  PID         -  FR0042
 FR0042  STATE/COUNTY-  AZ/COCONINO
 FR0042  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0042
 FR0042                         *CURRENT SURVEY CONTROL
 FR0042  ___________________________________________________________________
 FR0042* NAD 83(1986)-  35 56 55.     (N)    112 11 13.     (W)     SCALED    
 FR0042* NAVD 88     -      1999.968  (meters)    6561.56   (feet)  POSTED    
 FR0042  ___________________________________________________________________
 FR0042  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FR0042  DYNAMIC HT  -        1997.340 (meters)    6552.94  (feet)  COMP
 FR0042  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 FR0042
 FR0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0042
 FR0042.The horizontal coordinates were scaled from a topographic map and have
 FR0042.an estimated accuracy of +/- 6 seconds.
 FR0042
 FR0042.The orthometric height was determined by differential leveling
 FR0042.and adjusted by the National Geodetic Survey in 1992..
 FR0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0042.rate of 0.0 thru 1.0 mm/km.
 FR0042
 FR0042.The geoid height was determined by GEOID03.
 FR0042
 FR0042.The dynamic height is computed by dividing the NAVD 88
 FR0042.geopotential number by the normal gravity value computed on the
 FR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0042.degrees latitude (g = 980.6199 gals.).
 FR0042
 FR0042.The modeled gravity was interpolated from observed gravity values.
 FR0042
 FR0042;                    North         East    Units  Estimated Accuracy
 FR0042;SPC AZ C     -   548,850.      188,980.      MT  (+/- 180 meters Scaled)
 FR0042
 FR0042                          SUPERSEDED SURVEY CONTROL
 FR0042
 FR0042  NGVD 29 (??/??/92) 1999.047  (m)         6558.54   (f) ADJ UNCH    2 0
 FR0042
 FR0042.Superseded values are not recommended for survey control.
 FR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0042.See file dsdata.txt to determine how the superseded data were derived.
 FR0042
 FR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE929789(NAD 83)
 FR0042_MARKER: P = PIPE CAP
 FR0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0042_STAMPING: 6564 CANYON
 FR0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0042
 FR0042  HISTORY     - Date     Condition        Report By
 FR0042  HISTORY     - UNK      MONUMENTED       USGS
 FR0042  HISTORY     - 1934     GOOD             NGS
 FR0042  HISTORY     - 1967     GOOD             USGS
 FR0042
 FR0042                          STATION DESCRIPTION
 FR0042
 FR0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0042'11.25 MI S FROM GRAND CANYON.
 FR0042'ABOUT 11-1/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0042'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 73 FEET
 FR0042'EAST OF THE TENTH POLE NORTH OF MILEPOST 52, AND 40 FEET EAST OF THE
 FR0042'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0042'CAP, STAMPED 6564 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FR0042'PIPE.  NOTE-- THE CAP HAS BEEN BEAT IN BUT IS STILL LEGIBLE.
 FR0042
 FR0042                          STATION RECOVERY (1967)
 FR0042
 FR0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0074 ***********************************************************************
 FR0074  DESIGNATION -  6568
 FR0074  PID         -  FR0074
 FR0074  STATE/COUNTY-  AZ/COCONINO
 FR0074  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0074
 FR0074                         *CURRENT SURVEY CONTROL
 FR0074  ___________________________________________________________________
 FR0074* NAD 83(1992)-  35 13 13.58026(N)    112 16 50.14304(W)     ADJUSTED  
 FR0074* NAVD 88     -      2002.497  (meters)    6569.86   (feet)  ADJUSTED  
 FR0074  ___________________________________________________________________
 FR0074  X           -  -1,978,358.398 (meters)                     COMP
 FR0074  Y           -  -4,828,393.410 (meters)                     COMP
 FR0074  Z           -   3,659,014.065 (meters)                     COMP
 FR0074  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 FR0074  ELLIP HEIGHT-        1978.33  (meters)          (08/22/05) GPS OBS
 FR0074  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FR0074  DYNAMIC HT  -        1999.703 (meters)    6560.69  (feet)  COMP
 FR0074  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 FR0074
 FR0074  HORZ ORDER  -  B
 FR0074  VERT ORDER  -  FIRST     CLASS II
 FR0074  ELLP ORDER  -  THIRD     CLASS I
 FR0074
 FR0074.The horizontal coordinates were established by GPS observations
 FR0074.and adjusted by the National Geodetic Survey in August 2005..
 FR0074
 FR0074.The orthometric height was determined by differential leveling
 FR0074.and adjusted by the National Geodetic Survey in June 1991..
 FR0074
 FR0074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0074
 FR0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0074
 FR0074.The ellipsoidal height was determined by GPS observations
 FR0074.and is referenced to NAD 83.
 FR0074
 FR0074.The geoid height was determined by GEOID03.
 FR0074
 FR0074.The dynamic height is computed by dividing the NAVD 88
 FR0074.geopotential number by the normal gravity value computed on the
 FR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0074.degrees latitude (g = 980.6199 gals.).
 FR0074
 FR0074.The modeled gravity was interpolated from observed gravity values.
 FR0074
 FR0074;                    North         East     Units Scale Factor Converg.
 FR0074;SPC AZ C     -   468,088.522   180,230.204   MT  0.99991352   -0 12 35.6
 FR0074;SPC AZ C     - 1,535,723.50    591,306.44   iFT  0.99991352   -0 12 35.6
 FR0074;UTM  12      - 3,898,240.569   383,454.540   MT  0.99976739   -0 44 19.1
 FR0074
 FR0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0074!SPC AZ C     -   0.99968957  x   0.99991352  =   0.99960312
 FR0074!UTM  12      -   0.99968957  x   0.99976739  =   0.99945703
 FR0074
 FR0074                          SUPERSEDED SURVEY CONTROL
 FR0074
 FR0074  NAVD 88 (08/22/05) 2002.50   (m)         6569.9    (f) LEVELING    3  
 FR0074  NGVD 29 (??/??/92) 2001.538  (m)         6566.71   (f) ADJ UNCH    1 2
 FR0074
 FR0074.Superseded values are not recommended for survey control.
 FR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0074.See file dsdata.txt to determine how the superseded data were derived.
 FR0074
 FR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8345598241(NAD 83)
 FR0074_MARKER: DD = SURVEY DISK
 FR0074_SETTING: 66 = SET IN ROCK OUTCROP
 FR0074_SP_SET: ROCK OUTCROP
 FR0074_STAMPING: 6566.713 18
 FR0074_MARK LOGO: USGS  
 FR0074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0074+STABILITY: POSITION/ELEVATION WELL
 FR0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0074+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0074
 FR0074  HISTORY     - Date     Condition        Report By
 FR0074  HISTORY     - 1918     MONUMENTED       USGS
 FR0074  HISTORY     - 1934     GOOD             NGS
 FR0074  HISTORY     - 1958     GOOD             NGS
 FR0074  HISTORY     - 1982     GOOD             NGS
 FR0074  HISTORY     - 20050401 GOOD             NGS
 FR0074
 FR0074                          STATION DESCRIPTION
 FR0074
 FR0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0074'1.4 MI E FROM MCLELLAN.
 FR0074'1.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0074'THE STATION AT MCLELLAN, COCONINO COUNTY, 44 FEET SOUTHWEST OF
 FR0074'MILEPOST 385, 22 YARDS SOUTHEAST OF THE RIGHT OF WAY FENCE, 39 FEET
 FR0074'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK
 FR0074'OUTCROP FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD
 FR0074'DISK, STAMPED 6566.713 18.
 FR0074
 FR0074                          STATION RECOVERY (1958)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0074'RECOVERED IN GOOD CONDITION.
 FR0074
 FR0074                          STATION RECOVERY (1982)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0074'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0074'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 7.1 KM (4.5 MI) WEST
 FR0074'ALONG INTERSTATE HIGHWAY 40, THENCE 0.2 KM (0.1 MI) ACROSS COUNTRY TO
 FR0074'AN OLD RAILROAD GRADE NOW USED AS AN ACCESS TO THE MCLELLAN RESERVIOR,
 FR0074'0.6 KM (0.35 MI) EAST OF THE NORTH END OF THE DAM, 0.4 KM (0.25 MI)
 FR0074'WEST OF THE DEVIL DOG ROAD UNDERPASS, IN TOP OF A 3 BY 4 FOOT OUTCROP
 FR0074'PROJECTING 6-INCHES ABOVE THE GROUND, BETWEEN TWO ROCKY RAILROAD CUTS,
 FR0074'ABOUT 80 METERS (250 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FR0074'TRAFFIC LANES, 64 METERS (210 FT) WEST OF T JUNCTION POWER LINE POLE
 FR0074'NF553 WITH A GUY WIRE, 12.1 METERS (40 FT) NORTH OF AND LEVEL WITH THE
 FR0074'CENTER OF THE DIRT ROAD ON THE OLD RAILROAD GRADE.
 FR0074'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 FR0074'THE MARK IS 6 M ABOVE THE HIGHWAY.
 FR0074
 FR0074                          STATION RECOVERY (2005)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0074'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0347 ***********************************************************************
 FS0347  DESIGNATION -  656+90
 FS0347  PID         -  FS0347
 FS0347  STATE/COUNTY-  AZ/MOHAVE
 FS0347  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0347
 FS0347                         *CURRENT SURVEY CONTROL
 FS0347  ___________________________________________________________________
 FS0347* NAD 83(1986)-  35 31 22.     (N)    114 21 03.     (W)     SCALED    
 FS0347* NAVD 88     -       914.432  (meters)    3000.10   (feet)  POSTED    
 FS0347  ___________________________________________________________________
 FS0347  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0347  DYNAMIC HT  -         913.380 (meters)    2996.65  (feet)  COMP
 FS0347  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 FS0347
 FS0347  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0347
 FS0347.The horizontal coordinates were scaled from a topographic map and have
 FS0347.an estimated accuracy of +/- 6 seconds.
 FS0347
 FS0347.The orthometric height was determined by differential leveling
 FS0347.and adjusted by the National Geodetic Survey in 1992..
 FS0347.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0347.rate of 4.1 thru 8.0 mm/km.
 FS0347
 FS0347.The geoid height was determined by GEOID03.
 FS0347
 FS0347.The dynamic height is computed by dividing the NAVD 88
 FS0347.geopotential number by the normal gravity value computed on the
 FS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0347.degrees latitude (g = 980.6199 gals.).
 FS0347
 FS0347.The modeled gravity was interpolated from observed gravity values.
 FS0347
 FS0347;                    North         East    Units  Estimated Accuracy
 FS0347;SPC AZ W     -   501,750.      158,870.      MT  (+/- 180 meters Scaled)
 FS0347
 FS0347                          SUPERSEDED SURVEY CONTROL
 FS0347
 FS0347  NGVD 29 (??/??/92)  913.656  (m)         2997.55   (f) ADJ UNCH    1 1
 FS0347
 FS0347.Superseded values are not recommended for survey control.
 FS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0347.See file dsdata.txt to determine how the superseded data were derived.
 FS0347
 FS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV402342(NAD 83)
 FS0347_MARKER: DD = SURVEY DISK
 FS0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0347_SP_SET: CULVERT
 FS0347_STAMPING: 656+90 2998-13 1935
 FS0347_MARK LOGO: AZHD  
 FS0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0347
 FS0347  HISTORY     - Date     Condition        Report By
 FS0347  HISTORY     - 1935     MONUMENTED       AZHD
 FS0347  HISTORY     - 1949     GOOD             NGS
 FS0347  HISTORY     - 1982     GOOD             NGS
 FS0347
 FS0347                          STATION DESCRIPTION
 FS0347
 FS0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0347'10.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0347'10.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0347'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT CONCRETE
 FS0347'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 FS0347'HEAD WALL, 15.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0347'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0347
 FS0347                          STATION RECOVERY (1982)
 FS0347
 FS0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0347'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0637 ***********************************************************************
 ER0637  DESIGNATION -  66 BKC
 ER0637  PID         -  ER0637
 ER0637  STATE/COUNTY-  AZ/APACHE
 ER0637  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0637
 ER0637                         *CURRENT SURVEY CONTROL
 ER0637  ___________________________________________________________________
 ER0637* NAD 83(1986)-  34 11 36.     (N)    109 21 51.     (W)     SCALED    
 ER0637* NAVD 88     -      2073.164  (meters)    6801.71   (feet)  ADJUSTED  
 ER0637  ___________________________________________________________________
 ER0637  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0637  DYNAMIC HT  -        2069.992 (meters)    6791.30  (feet)  COMP
 ER0637  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 ER0637
 ER0637  VERT ORDER  -  SECOND    CLASS 0
 ER0637
 ER0637.The horizontal coordinates were scaled from a topographic map and have
 ER0637.an estimated accuracy of +/- 6 seconds.
 ER0637
 ER0637.The orthometric height was determined by differential leveling
 ER0637.and adjusted by the National Geodetic Survey in June 1991..
 ER0637
 ER0637.The geoid height was determined by GEOID03.
 ER0637
 ER0637.The dynamic height is computed by dividing the NAVD 88
 ER0637.geopotential number by the normal gravity value computed on the
 ER0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0637.degrees latitude (g = 980.6199 gals.).
 ER0637
 ER0637.The modeled gravity was interpolated from observed gravity values.
 ER0637
 ER0637;                    North         East    Units  Estimated Accuracy
 ER0637;SPC AZ E     -   354,390.      287,320.      MT  (+/- 180 meters Scaled)
 ER0637
 ER0637                          SUPERSEDED SURVEY CONTROL
 ER0637
 ER0637  NGVD 29 (??/??/92) 2072.24   (m)         6798.7    (f) COMPUTED    2 0
 ER0637
 ER0637.Superseded values are not recommended for survey control.
 ER0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0637.See file dsdata.txt to determine how the superseded data were derived.
 ER0637
 ER0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC507848(NAD 83)
 ER0637_MARKER: DB = BENCH MARK DISK
 ER0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0637_SP_SET: COPPER-CLAD STEEL ROD
 ER0637_STAMPING: 66 BKC 1968 6799
 ER0637_MARK LOGO: USGS  
 ER0637_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0637+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0637
 ER0637  HISTORY     - Date     Condition        Report By
 ER0637  HISTORY     - 1968     MONUMENTED       USGS
 ER0637
 ER0637                          STATION DESCRIPTION
 ER0637
 ER0637'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0637'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 7.0 MILES
 ER0637'NORTHWEST ALONG U S HIGHWAY 60, 73 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0637'EAST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, SET ON A
 ER0637'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1016 ***********************************************************************
 FR1016  DESIGNATION -  66 EMH
 FR1016  PID         -  FR1016
 FR1016  STATE/COUNTY-  AZ/COCONINO
 FR1016  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1016
 FR1016                         *CURRENT SURVEY CONTROL
 FR1016  ___________________________________________________________________
 FR1016* NAD 83(1986)-  35 27 02.     (N)    112 37 40.     (W)     SCALED    
 FR1016* NAVD 88     -      1790.269  (meters)    5873.57   (feet)  POSTED    
 FR1016  ___________________________________________________________________
 FR1016  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 FR1016  DYNAMIC HT  -        1787.880 (meters)    5865.74  (feet)  COMP
 FR1016  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 FR1016
 FR1016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1016
 FR1016.The horizontal coordinates were scaled from a topographic map and have
 FR1016.an estimated accuracy of +/- 6 seconds.
 FR1016
 FR1016.The orthometric height was determined by differential leveling
 FR1016.and adjusted by the National Geodetic Survey in 1992..
 FR1016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1016.rate of 0.0 thru 1.0 mm/km.
 FR1016
 FR1016.The geoid height was determined by GEOID03.
 FR1016
 FR1016.The dynamic height is computed by dividing the NAVD 88
 FR1016.geopotential number by the normal gravity value computed on the
 FR1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1016.degrees latitude (g = 980.6199 gals.).
 FR1016
 FR1016.The modeled gravity was interpolated from observed gravity values.
 FR1016
 FR1016;                    North         East    Units  Estimated Accuracy
 FR1016;SPC AZ C     -   493,790.      148,810.      MT  (+/- 180 meters Scaled)
 FR1016
 FR1016                          SUPERSEDED SURVEY CONTROL
 FR1016
 FR1016.No superseded survey control is available for this station.
 FR1016
 FR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE522242(NAD 83)
 FR1016_MARKER: DB = BENCH MARK DISK
 FR1016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1016_SP_SET: COPPER-CLAD STEEL ROD
 FR1016_STAMPING: 66 EMH 1973 5871
 FR1016_MARK LOGO: USGS  
 FR1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1016
 FR1016  HISTORY     - Date     Condition        Report By
 FR1016  HISTORY     - 1973     MONUMENTED       USGS
 FR1016
 FR1016                          STATION DESCRIPTION
 FR1016
 FR1016'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1016'47.8 KM (29.70 MI) NORTH FROM SELIGMAN.
 FR1016'FROM THE GATE AT SEVEN RANCH, PROCEED 2.4 MILES NORTHWEST ALONG A
 FR1016'DIRT ROAD, 0.2 MILES SOUTHEAST OF A PIPE LINE CROSSING, 420 FEET
 FR1016'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD WEST, 33 FEET EAST OF THE
 FR1016'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1016'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0658 ***********************************************************************
 FP0658  DESIGNATION -  66 HLS
 FP0658  PID         -  FP0658
 FP0658  STATE/COUNTY-  AZ/APACHE
 FP0658  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0658
 FP0658                         *CURRENT SURVEY CONTROL
 FP0658  ___________________________________________________________________
 FP0658* NAD 83(1986)-  35 18 15.     (N)    109 26 50.     (W)     SCALED    
 FP0658* NAVD 88     -      1890.703  (meters)    6203.08   (feet)  ADJUSTED  
 FP0658  ___________________________________________________________________
 FP0658  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 FP0658  DYNAMIC HT  -        1888.046 (meters)    6194.36  (feet)  COMP
 FP0658  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FP0658
 FP0658  VERT ORDER  -  SECOND    CLASS II
 FP0658
 FP0658.The horizontal coordinates were scaled from a topographic map and have
 FP0658.an estimated accuracy of +/- 6 seconds.
 FP0658
 FP0658.The orthometric height was determined by differential leveling
 FP0658.and adjusted by the National Geodetic Survey in June 1991..
 FP0658
 FP0658.The geoid height was determined by GEOID03.
 FP0658
 FP0658.The dynamic height is computed by dividing the NAVD 88
 FP0658.geopotential number by the normal gravity value computed on the
 FP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0658.degrees latitude (g = 980.6199 gals.).
 FP0658
 FP0658.The modeled gravity was interpolated from observed gravity values.
 FP0658
 FP0658;                    North         East    Units  Estimated Accuracy
 FP0658;SPC AZ E     -   477,550.      278,790.      MT  (+/- 180 meters Scaled)
 FP0658
 FP0658                          SUPERSEDED SURVEY CONTROL
 FP0658
 FP0658.No superseded survey control is available for this station.
 FP0658
 FP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE411078(NAD 83)
 FP0658_MARKER: DB = BENCH MARK DISK
 FP0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0658_SP_SET: COPPER-CLAD STEEL ROD
 FP0658_STAMPING: 66 HLS 1970 6152
 FP0658_MARK LOGO: USGS  
 FP0658_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0658+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0658
 FP0658  HISTORY     - Date     Condition        Report By
 FP0658  HISTORY     - 1970     MONUMENTED       USGS
 FP0658
 FP0658                          STATION DESCRIPTION
 FP0658
 FP0658'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0658'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0658'PROCEED 8.0 MILES NORTH ALONG STATE HIGHWAY 63, 75 FEET EAST OF THE
 FP0658'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0658'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0241 ***********************************************************************
 FQ0241  DESIGNATION -  6620.8
 FQ0241  PID         -  FQ0241
 FQ0241  STATE/COUNTY-  AZ/COCONINO
 FQ0241  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0241
 FQ0241                         *CURRENT SURVEY CONTROL
 FQ0241  ___________________________________________________________________
 FQ0241* NAD 83(1986)-  35 04 01.     (N)    111 42 40.     (W)     SCALED    
 FQ0241* NAVD 88     -      2019.036  (meters)    6624.12   (feet)  ADJUSTED  
 FQ0241  ___________________________________________________________________
 FQ0241  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FQ0241  DYNAMIC HT  -        2016.194 (meters)    6614.80  (feet)  COMP
 FQ0241  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 FQ0241
 FQ0241  VERT ORDER  -  FIRST     CLASS II
 FQ0241
 FQ0241.The horizontal coordinates were scaled from a topographic map and have
 FQ0241.an estimated accuracy of +/- 6 seconds.
 FQ0241
 FQ0241.The orthometric height was determined by differential leveling
 FQ0241.and adjusted by the National Geodetic Survey in June 1991..
 FQ0241
 FQ0241.The geoid height was determined by GEOID03.
 FQ0241
 FQ0241.The dynamic height is computed by dividing the NAVD 88
 FQ0241.geopotential number by the normal gravity value computed on the
 FQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0241.degrees latitude (g = 980.6199 gals.).
 FQ0241
 FQ0241.The modeled gravity was interpolated from observed gravity values.
 FQ0241
 FQ0241;                    North         East    Units  Estimated Accuracy
 FQ0241;SPC AZ C     -   451,020.      232,110.      MT  (+/- 180 meters Scaled)
 FQ0241
 FQ0241                          SUPERSEDED SURVEY CONTROL
 FQ0241
 FQ0241  NGVD 29 (??/??/92) 2018.052  (m)         6620.89   (f) ADJ UNCH    1 2
 FQ0241
 FQ0241.Superseded values are not recommended for survey control.
 FQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0241.See file dsdata.txt to determine how the superseded data were derived.
 FQ0241
 FQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD351806(NAD 83)
 FQ0241_MARKER: Z = SEE DESCRIPTION
 FQ0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0241_SP_SET: TREE
 FQ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0241
 FQ0241  HISTORY     - Date     Condition        Report By
 FQ0241  HISTORY     - UNK      MONUMENTED       USGS
 FQ0241  HISTORY     - 1933     GOOD             NGS
 FQ0241
 FQ0241                          STATION DESCRIPTION
 FQ0241
 FQ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0241'11.6 MI S FROM FLAGSTAFF.
 FQ0241'ABOUT 11.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0241'FLAGSTAFF, COCONINO COUNTY, ABOUT 200 FEET NORTHEAST OF A SHARP CURVE,
 FQ0241'25 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE ROOT
 FQ0241'OF A PINE TREE PAINTED U.S.B.M. 6620.8.  A UNITED STATES GEOLOGICAL
 FQ0241'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0864 ***********************************************************************
 FS0864  DESIGNATION -  664+10
 FS0864  PID         -  FS0864
 FS0864  STATE/COUNTY-  AZ/MOHAVE
 FS0864  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0864
 FS0864                         *CURRENT SURVEY CONTROL
 FS0864  ___________________________________________________________________
 FS0864* NAD 83(1986)-  35 31 30.     (N)    114 21 03.     (W)     SCALED    
 FS0864* NAVD 88     -       912.383  (meters)    2993.38   (feet)  POSTED    
 FS0864  ___________________________________________________________________
 FS0864  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0864  DYNAMIC HT  -         911.340 (meters)    2989.95  (feet)  COMP
 FS0864  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 FS0864
 FS0864  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0864
 FS0864.The horizontal coordinates were scaled from a topographic map and have
 FS0864.an estimated accuracy of +/- 6 seconds.
 FS0864
 FS0864.The orthometric height was determined by differential leveling
 FS0864.and adjusted by the National Geodetic Survey in 1992..
 FS0864.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0864.rate of 4.1 thru 8.0 mm/km.
 FS0864
 FS0864.The geoid height was determined by GEOID03.
 FS0864
 FS0864.The dynamic height is computed by dividing the NAVD 88
 FS0864.geopotential number by the normal gravity value computed on the
 FS0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0864.degrees latitude (g = 980.6199 gals.).
 FS0864
 FS0864.The modeled gravity was interpolated from observed gravity values.
 FS0864
 FS0864;                    North         East    Units  Estimated Accuracy
 FS0864;SPC AZ W     -   502,000.      158,870.      MT  (+/- 180 meters Scaled)
 FS0864
 FS0864                          SUPERSEDED SURVEY CONTROL
 FS0864
 FS0864  NGVD 29 (??/??/92)  911.608  (m)         2990.83   (f) ADJ UNCH    1 1
 FS0864
 FS0864.Superseded values are not recommended for survey control.
 FS0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0864.See file dsdata.txt to determine how the superseded data were derived.
 FS0864
 FS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV402344(NAD 83)
 FS0864_MARKER: DD = SURVEY DISK
 FS0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0864_SP_SET: CULVERT
 FS0864_STAMPING: 664+10 2991-46 1935
 FS0864_MARK LOGO: AZHD  
 FS0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0864
 FS0864  HISTORY     - Date     Condition        Report By
 FS0864  HISTORY     - 1935     MONUMENTED       AZHD
 FS0864  HISTORY     - 1949     GOOD             NGS
 FS0864  HISTORY     - 1982     GOOD             NGS
 FS0864
 FS0864                          STATION DESCRIPTION
 FS0864
 FS0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0864'10.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0864'10.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0864'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 6-FOOT
 FS0864'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0864'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0864'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0864
 FS0864                          STATION RECOVERY (1982)
 FS0864
 FS0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0864'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0811 ***********************************************************************
 CZ0811  DESIGNATION -  667+05
 CZ0811  PID         -  CZ0811
 CZ0811  STATE/COUNTY-  AZ/PIMA
 CZ0811  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0811
 CZ0811                         *CURRENT SURVEY CONTROL
 CZ0811  ___________________________________________________________________
 CZ0811* NAD 83(1986)-  32 07 19.     (N)    111 12 07.     (W)     SCALED    
 CZ0811* NAVD 88     -       743.71   (+/-2cm)    2440.0    (feet)  VERTCON   
 CZ0811  ___________________________________________________________________
 CZ0811  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0811
 CZ0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0811
 CZ0811.The horizontal coordinates were scaled from a topographic map and have
 CZ0811.an estimated accuracy of +/- 6 seconds.
 CZ0811
 CZ0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0811.The vertical order pertains to the NGVD 29 superseded value.
 CZ0811
 CZ0811.The geoid height was determined by GEOID03.
 CZ0811
 CZ0811;                    North         East    Units  Estimated Accuracy
 CZ0811;SPC AZ C     -   124,610.      280,800.      MT  (+/- 180 meters Scaled)
 CZ0811
 CZ0811                          SUPERSEDED SURVEY CONTROL
 CZ0811
 CZ0811  NGVD 29 (??/??/92)  743.021  (m)         2437.73   (f) ADJ UNCH    2 0
 CZ0811
 CZ0811.Superseded values are not recommended for survey control.
 CZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0811.See file dsdata.txt to determine how the superseded data were derived.
 CZ0811
 CZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA809539(NAD 83)
 CZ0811_MARKER: DD = SURVEY DISK
 CZ0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0811_SP_SET: CULVERT
 CZ0811_STAMPING: 667+05 2438.56
 CZ0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0811
 CZ0811  HISTORY     - Date     Condition        Report By
 CZ0811  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0811  HISTORY     - 1951     GOOD             NGS
 CZ0811
 CZ0811                          STATION DESCRIPTION
 CZ0811
 CZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0811'14.8 MI SW FROM TUCSON.
 CZ0811'14.8 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0811'STATE HIGHWAY 86, 2.1 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0811'AIRPORT, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0811'A 4 BY 12 FOOT CONCRETE BOX CULVERT, 12 YARDS SOUTHEAST OF A
 CZ0811'RIGHT-OF-WAY FENCE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0811'HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0858 ***********************************************************************
 DV0858  DESIGNATION -  67 A
 DV0858  PID         -  DV0858
 DV0858  STATE/COUNTY-  AZ/MARICOPA
 DV0858  USGS QUAD   -  WINTERSBURG (1984)
 DV0858
 DV0858                         *CURRENT SURVEY CONTROL
 DV0858  ___________________________________________________________________
 DV0858* NAD 83(1986)-  33 28 47.     (N)    112 51 26.     (W)     SCALED    
 DV0858* NAVD 88     -       336.77   (+/-2cm)    1104.9    (feet)  VERTCON   
 DV0858  ___________________________________________________________________
 DV0858  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV0858
 DV0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0858
 DV0858.The horizontal coordinates were scaled from a topographic map and have
 DV0858.an estimated accuracy of +/- 6 seconds.
 DV0858
 DV0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0858.The vertical order pertains to the NGVD 29 superseded value.
 DV0858
 DV0858.The geoid height was determined by GEOID03.
 DV0858
 DV0858;                    North         East    Units  Estimated Accuracy
 DV0858;SPC AZ C     -   275,350.      125,950.      MT  (+/- 180 meters Scaled)
 DV0858
 DV0858                          SUPERSEDED SURVEY CONTROL
 DV0858
 DV0858  NGVD 29 (??/??/92)  336.149  (m)         1102.85   (f) ADJ UNCH    2 0
 DV0858
 DV0858.Superseded values are not recommended for survey control.
 DV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0858.See file dsdata.txt to determine how the superseded data were derived.
 DV0858
 DV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC274060(NAD 83)
 DV0858_MARKER: DD = SURVEY DISK
 DV0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0858_STAMPING: 67 A 1962
 DV0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0858+STABILITY: SURFACE MOTION
 DV0858
 DV0858  HISTORY     - Date     Condition        Report By
 DV0858  HISTORY     - 1962     MONUMENTED       AZHD
 DV0858  HISTORY     - 1962     GOOD             NGS
 DV0858
 DV0858                          STATION DESCRIPTION
 DV0858
 DV0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0858'5.55 MI SE FROM TONOPAH.
 DV0858'0.6 MILE EAST-SOUTHEAST OF S 415 67.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0858'DISK STAMPED 67 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0858'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0858'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0638 ***********************************************************************
 ER0638  DESIGNATION -  67 BKC
 ER0638  PID         -  ER0638
 ER0638  STATE/COUNTY-  AZ/APACHE
 ER0638  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0638
 ER0638                         *CURRENT SURVEY CONTROL
 ER0638  ___________________________________________________________________
 ER0638* NAD 83(1986)-  34 11 44.     (N)    109 22 43.     (W)     SCALED    
 ER0638* NAVD 88     -      2071.575  (meters)    6796.49   (feet)  ADJUSTED  
 ER0638  ___________________________________________________________________
 ER0638  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0638  DYNAMIC HT  -        2068.408 (meters)    6786.10  (feet)  COMP
 ER0638  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 ER0638
 ER0638  VERT ORDER  -  SECOND    CLASS 0
 ER0638
 ER0638.The horizontal coordinates were scaled from a topographic map and have
 ER0638.an estimated accuracy of +/- 6 seconds.
 ER0638
 ER0638.The orthometric height was determined by differential leveling
 ER0638.and adjusted by the National Geodetic Survey in June 1991..
 ER0638
 ER0638.The geoid height was determined by GEOID03.
 ER0638
 ER0638.The dynamic height is computed by dividing the NAVD 88
 ER0638.geopotential number by the normal gravity value computed on the
 ER0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0638.degrees latitude (g = 980.6199 gals.).
 ER0638
 ER0638.The modeled gravity was interpolated from observed gravity values.
 ER0638
 ER0638;                    North         East    Units  Estimated Accuracy
 ER0638;SPC AZ E     -   354,620.      285,990.      MT  (+/- 180 meters Scaled)
 ER0638
 ER0638                          SUPERSEDED SURVEY CONTROL
 ER0638
 ER0638  NGVD 29 (??/??/92) 2070.65   (m)         6793.5    (f) COMPUTED    2 0
 ER0638
 ER0638.Superseded values are not recommended for survey control.
 ER0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0638.See file dsdata.txt to determine how the superseded data were derived.
 ER0638
 ER0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC493850(NAD 83)
 ER0638_MARKER: DB = BENCH MARK DISK
 ER0638_SETTING: 66 = SET IN ROCK OUTCROP
 ER0638_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0638_STAMPING: 67 BKC 1968 6794
 ER0638_MARK LOGO: USGS  
 ER0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0638+STABILITY: POSITION/ELEVATION WELL
 ER0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0638+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0638
 ER0638  HISTORY     - Date     Condition        Report By
 ER0638  HISTORY     - 1968     MONUMENTED       USGS
 ER0638
 ER0638                          STATION DESCRIPTION
 ER0638
 ER0638'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0638'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 7.8 MILES
 ER0638'NORTHWEST ALONG U S HIGHWAY 60, 56 FEET SOUTH AND 11 FEET HIGHER THAN
 ER0638'THE HIGHWAY, 19 FEET NORTH OF A WITNESS POST ON A FENCE, SET IN A
 ER0638'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1017 ***********************************************************************
 FR1017  DESIGNATION -  67 EMH
 FR1017  PID         -  FR1017
 FR1017  STATE/COUNTY-  AZ/COCONINO
 FR1017  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1017
 FR1017                         *CURRENT SURVEY CONTROL
 FR1017  ___________________________________________________________________
 FR1017* NAD 83(1986)-  35 27 34.     (N)    112 38 26.     (W)     SCALED    
 FR1017* NAVD 88     -      1797.531  (meters)    5897.40   (feet)  POSTED    
 FR1017  ___________________________________________________________________
 FR1017  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 FR1017  DYNAMIC HT  -        1795.130 (meters)    5889.52  (feet)  COMP
 FR1017  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 FR1017
 FR1017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1017
 FR1017.The horizontal coordinates were scaled from a topographic map and have
 FR1017.an estimated accuracy of +/- 6 seconds.
 FR1017
 FR1017.The orthometric height was determined by differential leveling
 FR1017.and adjusted by the National Geodetic Survey in 1992..
 FR1017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1017.rate of 0.0 thru 1.0 mm/km.
 FR1017
 FR1017.The geoid height was determined by GEOID03.
 FR1017
 FR1017.The dynamic height is computed by dividing the NAVD 88
 FR1017.geopotential number by the normal gravity value computed on the
 FR1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1017.degrees latitude (g = 980.6199 gals.).
 FR1017
 FR1017.The modeled gravity was interpolated from observed gravity values.
 FR1017
 FR1017;                    North         East    Units  Estimated Accuracy
 FR1017;SPC AZ C     -   494,780.      147,660.      MT  (+/- 180 meters Scaled)
 FR1017
 FR1017                          SUPERSEDED SURVEY CONTROL
 FR1017
 FR1017.No superseded survey control is available for this station.
 FR1017
 FR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE511252(NAD 83)
 FR1017_MARKER: DB = BENCH MARK DISK
 FR1017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1017_SP_SET: COPPER-CLAD STEEL ROD
 FR1017_STAMPING: 67 EMH 1973 5894
 FR1017_MARK LOGO: USGS  
 FR1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1017
 FR1017  HISTORY     - Date     Condition        Report By
 FR1017  HISTORY     - 1973     MONUMENTED       USGS
 FR1017
 FR1017                          STATION DESCRIPTION
 FR1017
 FR1017'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1017'49.4 KM (30.70 MI) NORTH FROM SELIGMAN.
 FR1017'FROM THE GATE AT SEVEN RANCH, PROCEED 3.4 MILES NORTHWEST ALONG A
 FR1017'DIRT ROAD, 0.4 MILES NORTHWEST OF A STOCK TANK ON THE WEST SIDE OF
 FR1017'THE ROAD, AT THE NORTH END OF A CURVE RIGHT, 23 FEET SOUTHWEST OF THE
 FR1017'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1017'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0659 ***********************************************************************
 FP0659  DESIGNATION -  67 HLS
 FP0659  PID         -  FP0659
 FP0659  STATE/COUNTY-  AZ/APACHE
 FP0659  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0659
 FP0659                         *CURRENT SURVEY CONTROL
 FP0659  ___________________________________________________________________
 FP0659* NAD 83(1986)-  35 17 35.     (N)    109 26 43.     (W)     SCALED    
 FP0659* NAVD 88     -      1876.376  (meters)    6156.08   (feet)  ADJUSTED  
 FP0659  ___________________________________________________________________
 FP0659  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 FP0659  DYNAMIC HT  -        1873.739 (meters)    6147.43  (feet)  COMP
 FP0659  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 FP0659
 FP0659  VERT ORDER  -  SECOND    CLASS II
 FP0659
 FP0659.The horizontal coordinates were scaled from a topographic map and have
 FP0659.an estimated accuracy of +/- 6 seconds.
 FP0659
 FP0659.The orthometric height was determined by differential leveling
 FP0659.and adjusted by the National Geodetic Survey in June 1991..
 FP0659
 FP0659.The geoid height was determined by GEOID03.
 FP0659
 FP0659.The dynamic height is computed by dividing the NAVD 88
 FP0659.geopotential number by the normal gravity value computed on the
 FP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0659.degrees latitude (g = 980.6199 gals.).
 FP0659
 FP0659.The modeled gravity was interpolated from observed gravity values.
 FP0659
 FP0659;                    North         East    Units  Estimated Accuracy
 FP0659;SPC AZ E     -   476,320.      278,970.      MT  (+/- 180 meters Scaled)
 FP0659
 FP0659                          SUPERSEDED SURVEY CONTROL
 FP0659
 FP0659  NGVD 29 (??/??/92) 1875.46   (m)         6153.1    (f) COMPUTED    2 2
 FP0659
 FP0659.Superseded values are not recommended for survey control.
 FP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0659.See file dsdata.txt to determine how the superseded data were derived.
 FP0659
 FP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE413066(NAD 83)
 FP0659_MARKER: DB = BENCH MARK DISK
 FP0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0659_SP_SET: COPPER-CLAD STEEL ROD
 FP0659_STAMPING: 67 HLS 1970 6152
 FP0659_MARK LOGO: USGS  
 FP0659_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0659+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0659
 FP0659  HISTORY     - Date     Condition        Report By
 FP0659  HISTORY     - 1970     MONUMENTED       USGS
 FP0659
 FP0659                          STATION DESCRIPTION
 FP0659
 FP0659'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0659'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0659'PROCEED 7.2 MILES NORTH ALONG STATE HIGHWAY 63, 276 FEET SOUTH OF THE
 FP0659'INTERSECTION OF A ROAD EAST, 76 FEET EAST OF THE HIGHWAY, 1 FOOT WEST
 FP0659'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FP0659'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0803 ***********************************************************************
 DW0803  DESIGNATION -  671.71
 DW0803  PID         -  DW0803
 DW0803  STATE/COUNTY-  AZ/LA PAZ
 DW0803  USGS QUAD   -  LA PAZ MTN (1970)
 DW0803
 DW0803                         *CURRENT SURVEY CONTROL
 DW0803  ___________________________________________________________________
 DW0803* NAD 83(1986)-  33 37 51.     (N)    114 25 29.     (W)     SCALED    
 DW0803* NAVD 88     -       205.47   (+/-2cm)     674.1    (feet)  VERTCON   
 DW0803  ___________________________________________________________________
 DW0803  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DW0803
 DW0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0803
 DW0803.The horizontal coordinates were scaled from a topographic map and have
 DW0803.an estimated accuracy of +/- 6 seconds.
 DW0803
 DW0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0803.The vertical order pertains to the NGVD 29 superseded value.
 DW0803
 DW0803.The geoid height was determined by GEOID03.
 DW0803
 DW0803;                    North         East    Units  Estimated Accuracy
 DW0803;SPC AZ W     -   291,920.      150,760.      MT  (+/- 180 meters Scaled)
 DW0803
 DW0803                          SUPERSEDED SURVEY CONTROL
 DW0803
 DW0803  NGVD 29 (??/??/??)  204.781  (m)          671.85   (f) ADJUSTED    1 2
 DW0803
 DW0803.Superseded values are not recommended for survey control.
 DW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0803.See file dsdata.txt to determine how the superseded data were derived.
 DW0803
 DW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT388241(NAD 83)
 DW0803_MARKER: DD = SURVEY DISK
 DW0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0803_SP_SET: GUARD RAIL
 DW0803_STAMPING: 671.71 361+08 1929
 DW0803_MARK LOGO: AZHD  
 DW0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0803
 DW0803  HISTORY     - Date     Condition        Report By
 DW0803  HISTORY     - 1929     MONUMENTED       AZHD
 DW0803  HISTORY     - 1962     GOOD             NGS
 DW0803  HISTORY     - 1981     POOR             NGS
 DW0803
 DW0803                          STATION DESCRIPTION
 DW0803
 DW0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0803'8.9 MI E FROM EHRENBERG.
 DW0803'7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST END
 DW0803'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER TO THE JUNCTION OF
 DW0803'OLD U.S. HIGHWAY 60 LEADING NORTHWEST, THENCE 1.2 MILES NORTHWEST
 DW0803'ALONG THE OLD HIGHWAY TO A 60 FOOT CONCRETE BRIDGE, SET IN TOP
 DW0803'AND CENTER OF THE SOUTH CONCRETE GUARD RAIL, 10 FEET SOUTHWEST
 DW0803'OF THE CENTER OF THE OLD HIGHWAY, AND IS ABOUT 3 FEET ABOVE THE
 DW0803'LEVEL OF THE OLD HIGHWAY.
 DW0803
 DW0803                          STATION RECOVERY (1981)
 DW0803
 DW0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0803'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0345 ***********************************************************************
 FS0345  DESIGNATION -  672+67
 FS0345  PID         -  FS0345
 FS0345  STATE/COUNTY-  AZ/MOHAVE
 FS0345  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0345
 FS0345                         *CURRENT SURVEY CONTROL
 FS0345  ___________________________________________________________________
 FS0345* NAD 83(1986)-  35 31 34.     (N)    114 21 09.     (W)     SCALED    
 FS0345* NAVD 88     -       908.858  (meters)    2981.81   (feet)  POSTED    
 FS0345  ___________________________________________________________________
 FS0345  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0345  DYNAMIC HT  -         907.820 (meters)    2978.41  (feet)  COMP
 FS0345  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 FS0345
 FS0345  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0345
 FS0345.The horizontal coordinates were scaled from a topographic map and have
 FS0345.an estimated accuracy of +/- 6 seconds.
 FS0345
 FS0345.The orthometric height was determined by differential leveling
 FS0345.and adjusted by the National Geodetic Survey in 1992..
 FS0345.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0345.rate of 4.1 thru 8.0 mm/km.
 FS0345
 FS0345.The geoid height was determined by GEOID03.
 FS0345
 FS0345.The dynamic height is computed by dividing the NAVD 88
 FS0345.geopotential number by the normal gravity value computed on the
 FS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0345.degrees latitude (g = 980.6199 gals.).
 FS0345
 FS0345.The modeled gravity was interpolated from observed gravity values.
 FS0345
 FS0345;                    North         East    Units  Estimated Accuracy
 FS0345;SPC AZ W     -   502,120.      158,720.      MT  (+/- 180 meters Scaled)
 FS0345
 FS0345                          SUPERSEDED SURVEY CONTROL
 FS0345
 FS0345  NGVD 29 (??/??/92)  908.083  (m)         2979.27   (f) ADJ UNCH    1 1
 FS0345
 FS0345.Superseded values are not recommended for survey control.
 FS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0345.See file dsdata.txt to determine how the superseded data were derived.
 FS0345
 FS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV400346(NAD 83)
 FS0345_MARKER: DD = SURVEY DISK
 FS0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0345_SP_SET: CULVERT
 FS0345_STAMPING: 672+67 2879-83 1935
 FS0345_MARK LOGO: AZHD  
 FS0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0345
 FS0345  HISTORY     - Date     Condition        Report By
 FS0345  HISTORY     - 1935     MONUMENTED       AZHD
 FS0345  HISTORY     - 1949     GOOD             NGS
 FS0345  HISTORY     - 1982     GOOD             NGS
 FS0345
 FS0345                          STATION DESCRIPTION
 FS0345
 FS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0345'10.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0345'10.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0345'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0345'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0345'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST
 FS0345'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 FS0345'THE HIGHWAY.
 FS0345
 FS0345                          STATION RECOVERY (1982)
 FS0345
 FS0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0345'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0182 ***********************************************************************
 FR0182  DESIGNATION -  6763
 FR0182  PID         -  FR0182
 FR0182  STATE/COUNTY-  AZ/COCONINO
 FR0182  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0182
 FR0182                         *CURRENT SURVEY CONTROL
 FR0182  ___________________________________________________________________
 FR0182* NAD 83(1986)-  35 15 19.     (N)    112 10 24.     (W)     SCALED    
 FR0182* NAVD 88     -      2062.552  (meters)    6766.89   (feet)  POSTED    
 FR0182  ___________________________________________________________________
 FR0182  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FR0182  DYNAMIC HT  -        2059.660 (meters)    6757.40  (feet)  COMP
 FR0182  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 FR0182
 FR0182  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0182
 FR0182.The horizontal coordinates were scaled from a topographic map and have
 FR0182.an estimated accuracy of +/- 6 seconds.
 FR0182
 FR0182.The orthometric height was determined by differential leveling
 FR0182.and adjusted by the National Geodetic Survey in 1992..
 FR0182.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0182.rate of 0.0 thru 1.0 mm/km.
 FR0182
 FR0182.The geoid height was determined by GEOID03.
 FR0182
 FR0182.The dynamic height is computed by dividing the NAVD 88
 FR0182.geopotential number by the normal gravity value computed on the
 FR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0182.degrees latitude (g = 980.6199 gals.).
 FR0182
 FR0182.The modeled gravity was interpolated from observed gravity values.
 FR0182
 FR0182;                    North         East    Units  Estimated Accuracy
 FR0182;SPC AZ C     -   471,920.      190,010.      MT  (+/- 180 meters Scaled)
 FR0182
 FR0182                          SUPERSEDED SURVEY CONTROL
 FR0182
 FR0182  NGVD 29 (??/??/92) 2061.562  (m)         6763.64   (f) ADJ UNCH    2 0
 FR0182
 FR0182.Superseded values are not recommended for survey control.
 FR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0182.See file dsdata.txt to determine how the superseded data were derived.
 FR0182
 FR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE932019(NAD 83)
 FR0182_MARKER: DD = SURVEY DISK
 FR0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0182_SP_SET: CULVERT
 FR0182_STAMPING: ELEV. 6763.10 STA. 545 00
 FR0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0182
 FR0182  HISTORY     - Date     Condition        Report By
 FR0182  HISTORY     - UNK      MONUMENTED       AZHD
 FR0182  HISTORY     - 1935     GOOD             NGS
 FR0182  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0182
 FR0182                          STATION DESCRIPTION
 FR0182
 FR0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0182'1.1 MI E FROM WILLIAMS.
 FR0182'1.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0182'SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, AT A 30-INCH
 FR0182'DOUBLE GALVANIZED IRON PIPE CULVERT, AND IN THE TOP OF THE CENTER OF
 FR0182'THE SOUTH CONCRETE HEAD WALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FR0182'STANDARD DISK, STAMPED ELEV. 6763.10 STA. 545 00.
 FR0182
 FR0182                          STATION RECOVERY (1982)
 FR0182
 FR0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0182'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0553 ***********************************************************************
 FQ0553  DESIGNATION -  6770
 FQ0553  PID         -  FQ0553
 FQ0553  STATE/COUNTY-  AZ/COCONINO
 FQ0553  USGS QUAD   -  EBERT MTN (1989)
 FQ0553
 FQ0553                         *CURRENT SURVEY CONTROL
 FQ0553  ___________________________________________________________________
 FQ0553* NAD 83(1992)-  35 31 12.58228(N)    111 55 50.97085(W)     ADJUSTED  
 FQ0553* NAVD 88     -      2063.85   (+/-2cm)    6771.1    (feet)  VERTCON   
 FQ0553  ___________________________________________________________________
 FQ0553  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FQ0553  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0553
 FQ0553  HORZ ORDER  -  THIRD
 FQ0553  VERT ORDER  -  THIRD ? (See Below)
 FQ0553
 FQ0553.The horizontal coordinates were established by classical geodetic methods
 FQ0553.and adjusted by the National Geodetic Survey in August 1993..
 FQ0553
 FQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0553.The vertical order pertains to the NGVD 29 superseded value.
 FQ0553
 FQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0553
 FQ0553.The geoid height was determined by GEOID03.
 FQ0553
 FQ0553;                    North         East     Units Scale Factor Converg.
 FQ0553;SPC AZ C     -   501,278.063   212,075.851   MT  0.99990002   -0 00 29.6
 FQ0553;SPC AZ C     - 1,644,613.07    695,786.91   iFT  0.99990002   -0 00 29.6
 FQ0553;UTM  12      - 3,931,127.839   415,600.457   MT  0.99968778   -0 32 27.0
 FQ0553
 FQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0553!SPC AZ C     -   0.99967978  x   0.99990002  =   0.99957983
 FQ0553!UTM  12      -   0.99967978  x   0.99968778  =   0.99936766
 FQ0553
 FQ0553:                Primary Azimuth Mark                     Grid Az
 FQ0553:SPC AZ C     -  T24 25N R5E SECS 5 6 31 CC               129 30 02.1
 FQ0553:UTM  12      -  T24 25N R5E SECS 5 6 31 CC               130 01 59.5
 FQ0553
 FQ0553|---------------------------------------------------------------------|
 FQ0553| PID    Reference Object                     Distance      Geod. Az  |
 FQ0553|                                                           dddmmss.s |
 FQ0553| FQ0566 T24 25N R5E SECS 5 6 31 CC          APPROX. 4.0 KM 1292932.5 |
 FQ0553|---------------------------------------------------------------------|
 FQ0553
 FQ0553                          SUPERSEDED SURVEY CONTROL
 FQ0553
 FQ0553  NAD 83(1986)-  35 31 12.58069(N)    111 55 50.96709(W) AD(       ) 3
 FQ0553  NGVD 29 (05/08/89) 2062.86   (m)         6767.9    (f) LEVELING    3  
 FQ0553
 FQ0553.Superseded values are not recommended for survey control.
 FQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0553.See file dsdata.txt to determine how the superseded data were derived.
 FQ0553
 FQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1560031128(NAD 83)
 FQ0553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0553_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0553_SP_SET: SET IN ROCK OUTCROP
 FQ0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0553+STABILITY: POSITION/ELEVATION WELL
 FQ0553
 FQ0553  HISTORY     - Date     Condition        Report By
 FQ0553  HISTORY     - UNK      MONUMENTED
 FQ0553  HISTORY     - 1965     GOOD             USGS
 FQ0553
 FQ0553                          STATION DESCRIPTION
 FQ0553
 FQ0553'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0563 ***********************************************************************
 GR0563  DESIGNATION -  677.022
 GR0563  PID         -  GR0563
 GR0563  STATE/COUNTY-  AZ/MOHAVE
 GR0563  USGS QUAD   -  HOOVER DAM (1997)
 GR0563
 GR0563                         *CURRENT SURVEY CONTROL
 GR0563  ___________________________________________________________________
 GR0563* NAD 83(1986)-  36 00 57.     (N)    114 44 22.     (W)     SCALED    
 GR0563* NAVD 88     -       207.062  (meters)     679.34   (feet)  POSTED    
 GR0563  ___________________________________________________________________
 GR0563  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0563  DYNAMIC HT  -         206.860 (meters)     678.67  (feet)  COMP
 GR0563  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0563
 GR0563  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0563
 GR0563.The horizontal coordinates were scaled from a topographic map and have
 GR0563.an estimated accuracy of +/- 6 seconds.
 GR0563
 GR0563.The orthometric height was determined by differential leveling
 GR0563.and adjusted by the National Geodetic Survey in 1992..
 GR0563.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0563.rate of 2.1 thru 3.0 mm/km.
 GR0563
 GR0563.The geoid height was determined by GEOID03.
 GR0563
 GR0563.The dynamic height is computed by dividing the NAVD 88
 GR0563.geopotential number by the normal gravity value computed on the
 GR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0563.degrees latitude (g = 980.6199 gals.).
 GR0563
 GR0563.The modeled gravity was interpolated from observed gravity values.
 GR0563
 GR0563;                    North         East    Units  Estimated Accuracy
 GR0563;SPC AZ W     -   556,740.      124,170.      MT  (+/- 180 meters Scaled)
 GR0563
 GR0563                          SUPERSEDED SURVEY CONTROL
 GR0563
 GR0563  NGVD 29 (??/??/92)  206.371  (m)          677.07   (f) ADJ UNCH    1 1
 GR0563
 GR0563.Superseded values are not recommended for survey control.
 GR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0563.See file dsdata.txt to determine how the superseded data were derived.
 GR0563
 GR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037880(NAD 83)
 GR0563_MARKER: DD = SURVEY DISK
 GR0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0563_SP_SET: PLATFORM
 GR0563_STAMPING: 677.022
 GR0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0563
 GR0563  HISTORY     - Date     Condition        Report By
 GR0563  HISTORY     - UNK      MONUMENTED       BOR
 GR0563  HISTORY     - 1950     GOOD             NGS
 GR0563  HISTORY     - 1963     GOOD             NGS
 GR0563
 GR0563                          STATION DESCRIPTION
 GR0563
 GR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0563'IN HOOVER DAM.
 GR0563'AT THE BOTTOM OF HOOVER DAM, IN THE TOP OF THE TRANSFORMER PLATFORM OF
 GR0563'THE ARIZONA RAMP, 1.2 FEET NORTHEAST (UPSTREAM) OF THE SOUTHWEST END
 GR0563'OF UNIT A 2, 1.0 FEET SOUTHEAST OF THE NORTHWEST EDGE, AND 4.0 FEET
 GR0563'HIGHER THAN THE RAMP FLOOR.
 GR0563
 GR0563                          STATION RECOVERY (1963)
 GR0563
 GR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0564 ***********************************************************************
 GR0564  DESIGNATION -  677.030
 GR0564  PID         -  GR0564
 GR0564  STATE/COUNTY-  AZ/MOHAVE
 GR0564  USGS QUAD   -  HOOVER DAM (1997)
 GR0564
 GR0564                         *CURRENT SURVEY CONTROL
 GR0564  ___________________________________________________________________
 GR0564* NAD 83(1986)-  36 00 58.     (N)    114 44 21.     (W)     SCALED    
 GR0564* NAVD 88     -       207.065  (meters)     679.35   (feet)  POSTED    
 GR0564  ___________________________________________________________________
 GR0564  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0564  DYNAMIC HT  -         206.860 (meters)     678.67  (feet)  COMP
 GR0564  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0564
 GR0564  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0564
 GR0564.The horizontal coordinates were scaled from a topographic map and have
 GR0564.an estimated accuracy of +/- 6 seconds.
 GR0564
 GR0564.The orthometric height was determined by differential leveling
 GR0564.and adjusted by the National Geodetic Survey in 1992..
 GR0564.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0564.rate of 2.1 thru 3.0 mm/km.
 GR0564
 GR0564.The geoid height was determined by GEOID03.
 GR0564
 GR0564.The dynamic height is computed by dividing the NAVD 88
 GR0564.geopotential number by the normal gravity value computed on the
 GR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0564.degrees latitude (g = 980.6199 gals.).
 GR0564
 GR0564.The modeled gravity was interpolated from observed gravity values.
 GR0564
 GR0564;                    North         East    Units  Estimated Accuracy
 GR0564;SPC AZ W     -   556,770.      124,200.      MT  (+/- 180 meters Scaled)
 GR0564
 GR0564                          SUPERSEDED SURVEY CONTROL
 GR0564
 GR0564  NGVD 29 (??/??/92)  206.374  (m)          677.08   (f) ADJ UNCH    1 2
 GR0564
 GR0564.Superseded values are not recommended for survey control.
 GR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0564.See file dsdata.txt to determine how the superseded data were derived.
 GR0564
 GR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037881(NAD 83)
 GR0564_MARKER: DD = SURVEY DISK
 GR0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0564_SP_SET: PLATFORM
 GR0564_STAMPING: 677.030
 GR0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0564
 GR0564  HISTORY     - Date     Condition        Report By
 GR0564  HISTORY     - UNK      MONUMENTED       BOR
 GR0564  HISTORY     - 1963     GOOD             NGS
 GR0564
 GR0564                          STATION DESCRIPTION
 GR0564
 GR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0564'IN HOOVER DAM.
 GR0564'AT THE BOTTOM OF HOOVER DAM, IN TOP OF THE TRANSFORMER PLATFORM OF THE
 GR0564'ARIZONA RAMP, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF TRANSFORMER
 GR0564'UNIT A7, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF PLATFORM AND
 GR0564'ABOUT 4 FEET HIGHER THAN RAMP FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0246 ***********************************************************************
 FQ0246  DESIGNATION -  6780.3
 FQ0246  PID         -  FQ0246
 FQ0246  STATE/COUNTY-  AZ/COCONINO
 FQ0246  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0246
 FQ0246                         *CURRENT SURVEY CONTROL
 FQ0246  ___________________________________________________________________
 FQ0246* NAD 83(1986)-  35 05 58.     (N)    111 40 28.     (W)     SCALED    
 FQ0246* NAVD 88     -      2067.665  (meters)    6783.66   (feet)  ADJUSTED  
 FQ0246  ___________________________________________________________________
 FQ0246  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0246  DYNAMIC HT  -        2064.729 (meters)    6774.03  (feet)  COMP
 FQ0246  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 FQ0246
 FQ0246  VERT ORDER  -  FIRST     CLASS II
 FQ0246
 FQ0246.The horizontal coordinates were scaled from a topographic map and have
 FQ0246.an estimated accuracy of +/- 6 seconds.
 FQ0246
 FQ0246.The orthometric height was determined by differential leveling
 FQ0246.and adjusted by the National Geodetic Survey in June 1991..
 FQ0246
 FQ0246.The geoid height was determined by GEOID03.
 FQ0246
 FQ0246.The dynamic height is computed by dividing the NAVD 88
 FQ0246.geopotential number by the normal gravity value computed on the
 FQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0246.degrees latitude (g = 980.6199 gals.).
 FQ0246
 FQ0246.The modeled gravity was interpolated from observed gravity values.
 FQ0246
 FQ0246;                    North         East    Units  Estimated Accuracy
 FQ0246;SPC AZ C     -   454,630.      235,440.      MT  (+/- 180 meters Scaled)
 FQ0246
 FQ0246                          SUPERSEDED SURVEY CONTROL
 FQ0246
 FQ0246  NGVD 29 (??/??/92) 2066.657  (m)         6780.36   (f) ADJ UNCH    1 2
 FQ0246
 FQ0246.Superseded values are not recommended for survey control.
 FQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0246.See file dsdata.txt to determine how the superseded data were derived.
 FQ0246
 FQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD385842(NAD 83)
 FQ0246_MARKER: Z = SEE DESCRIPTION
 FQ0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0246_SP_SET: TREE
 FQ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0246
 FQ0246  HISTORY     - Date     Condition        Report By
 FQ0246  HISTORY     - UNK      MONUMENTED       USGS
 FQ0246  HISTORY     - 1933     GOOD             NGS
 FQ0246  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 FQ0246
 FQ0246                          STATION DESCRIPTION
 FQ0246
 FQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0246'8.2 MI S FROM FLAGSTAFF.
 FQ0246'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0246'FLAGSTAFF, COCONINO COUNTY, AT THE TOP OF A HILL, ABOUT 150 FEET SOUTH
 FQ0246'OF A ROAD FORK, 90 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 FQ0246'THE ROOT OF A PINE TREE PAINTED U.S.B.M. 6780.3.  A UNITED STATES
 FQ0246'GEOLOGICAL SURVEY STANDARD NAIL AND WASHER.
 FQ0246
 FQ0246                          STATION RECOVERY (2005)
 FQ0246
 FQ0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 FQ0246'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0344 ***********************************************************************
 FS0344  DESIGNATION -  679+15
 FS0344  PID         -  FS0344
 FS0344  STATE/COUNTY-  AZ/MOHAVE
 FS0344  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0344
 FS0344                         *CURRENT SURVEY CONTROL
 FS0344  ___________________________________________________________________
 FS0344* NAD 83(1986)-  35 31 36.     (N)    114 21 15.     (W)     SCALED    
 FS0344* NAVD 88     -       907.599  (meters)    2977.68   (feet)  POSTED    
 FS0344  ___________________________________________________________________
 FS0344  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0344  DYNAMIC HT  -         906.560 (meters)    2974.27  (feet)  COMP
 FS0344  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 FS0344
 FS0344  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0344
 FS0344.The horizontal coordinates were scaled from a topographic map and have
 FS0344.an estimated accuracy of +/- 6 seconds.
 FS0344
 FS0344.The orthometric height was determined by differential leveling
 FS0344.and adjusted by the National Geodetic Survey in 1992..
 FS0344.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0344.rate of 4.1 thru 8.0 mm/km.
 FS0344
 FS0344.The geoid height was determined by GEOID03.
 FS0344
 FS0344.The dynamic height is computed by dividing the NAVD 88
 FS0344.geopotential number by the normal gravity value computed on the
 FS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0344.degrees latitude (g = 980.6199 gals.).
 FS0344
 FS0344.The modeled gravity was interpolated from observed gravity values.
 FS0344
 FS0344;                    North         East    Units  Estimated Accuracy
 FS0344;SPC AZ W     -   502,180.      158,570.      MT  (+/- 180 meters Scaled)
 FS0344
 FS0344                          SUPERSEDED SURVEY CONTROL
 FS0344
 FS0344  NGVD 29 (??/??/92)  906.826  (m)         2975.14   (f) ADJ UNCH    1 1
 FS0344
 FS0344.Superseded values are not recommended for survey control.
 FS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0344.See file dsdata.txt to determine how the superseded data were derived.
 FS0344
 FS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV399346(NAD 83)
 FS0344_MARKER: DD = SURVEY DISK
 FS0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0344_SP_SET: CULVERT
 FS0344_STAMPING: 679+15 2975.76 1935
 FS0344_MARK LOGO: AZHD  
 FS0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0344
 FS0344  HISTORY     - Date     Condition        Report By
 FS0344  HISTORY     - 1935     MONUMENTED       AZHD
 FS0344  HISTORY     - 1949     GOOD             NGS
 FS0344  HISTORY     - 1982     GOOD             NGS
 FS0344
 FS0344                          STATION DESCRIPTION
 FS0344
 FS0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0344'10.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0344'10.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0344'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 6-FOOT
 FS0344'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0344'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0344'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0344
 FS0344                          STATION RECOVERY (1982)
 FS0344
 FS0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0344'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0032 ***********************************************************************
 DU0032  DESIGNATION -  679+75
 DU0032  PID         -  DU0032
 DU0032  STATE/COUNTY-  AZ/GILA
 DU0032  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0032
 DU0032                         *CURRENT SURVEY CONTROL
 DU0032  ___________________________________________________________________
 DU0032* NAD 83(1986)-  33 48 04.     (N)    110 29 50.     (W)     SCALED    
 DU0032* NAVD 88     -      1161.730  (meters)    3811.44   (feet)  ADJUSTED  
 DU0032  ___________________________________________________________________
 DU0032  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DU0032  DYNAMIC HT  -        1160.158 (meters)    3806.28  (feet)  COMP
 DU0032  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 DU0032
 DU0032  VERT ORDER  -  SECOND    CLASS 0
 DU0032
 DU0032.The horizontal coordinates were scaled from a topographic map and have
 DU0032.an estimated accuracy of +/- 6 seconds.
 DU0032
 DU0032.The orthometric height was determined by differential leveling
 DU0032.and adjusted by the National Geodetic Survey in June 1991..
 DU0032
 DU0032.The geoid height was determined by GEOID03.
 DU0032
 DU0032.The dynamic height is computed by dividing the NAVD 88
 DU0032.geopotential number by the normal gravity value computed on the
 DU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0032.degrees latitude (g = 980.6199 gals.).
 DU0032
 DU0032.The modeled gravity was interpolated from observed gravity values.
 DU0032
 DU0032;                    North         East    Units  Estimated Accuracy
 DU0032;SPC AZ E     -   310,640.      182,750.      MT  (+/- 180 meters Scaled)
 DU0032
 DU0032                          SUPERSEDED SURVEY CONTROL
 DU0032
 DU0032  NGVD 29 (??/??/92) 1161.089  (m)         3809.34   (f) ADJ UNCH    2 0
 DU0032
 DU0032.Superseded values are not recommended for survey control.
 DU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0032.See file dsdata.txt to determine how the superseded data were derived.
 DU0032
 DU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC465402(NAD 83)
 DU0032_MARKER: DD = SURVEY DISK
 DU0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0032_SP_SET: CULVERT
 DU0032_STAMPING: 679+75 3421.20 34
 DU0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0032
 DU0032  HISTORY     - Date     Condition        Report By
 DU0032  HISTORY     - UNK      MONUMENTED       AZHD
 DU0032  HISTORY     - 1960     GOOD             NGS
 DU0032  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0032
 DU0032                          STATION DESCRIPTION
 DU0032
 DU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0032'7.25 MI N FROM SENECA.
 DU0032'ABOUT 7.25 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0032'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0032'1.25 MILES NORTHEAST OF THE NORTHWEST END OF THE SALT RIVER CANYON
 DU0032'BRIDGE, IN THE CENTER OF THE TOP OF THE CONCRETE HEADWALL OF A 36-INCH
 DU0032'CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 DU0032'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DU0032
 DU0032                          STATION RECOVERY (1966)
 DU0032
 DU0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0639 ***********************************************************************
 ER0639  DESIGNATION -  68 BKC
 ER0639  PID         -  ER0639
 ER0639  STATE/COUNTY-  AZ/APACHE
 ER0639  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0639
 ER0639                         *CURRENT SURVEY CONTROL
 ER0639  ___________________________________________________________________
 ER0639* NAD 83(1986)-  34 11 58.     (N)    109 23 46.     (W)     SCALED    
 ER0639* NAVD 88     -      2079.683  (meters)    6823.09   (feet)  ADJUSTED  
 ER0639  ___________________________________________________________________
 ER0639  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0639  DYNAMIC HT  -        2076.505 (meters)    6812.67  (feet)  COMP
 ER0639  MODELED GRAV-     979,033.4   (mgal)                       NAVD 88
 ER0639
 ER0639  VERT ORDER  -  SECOND    CLASS 0
 ER0639
 ER0639.The horizontal coordinates were scaled from a topographic map and have
 ER0639.an estimated accuracy of +/- 6 seconds.
 ER0639
 ER0639.The orthometric height was determined by differential leveling
 ER0639.and adjusted by the National Geodetic Survey in June 1991..
 ER0639
 ER0639.The geoid height was determined by GEOID03.
 ER0639
 ER0639.The dynamic height is computed by dividing the NAVD 88
 ER0639.geopotential number by the normal gravity value computed on the
 ER0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0639.degrees latitude (g = 980.6199 gals.).
 ER0639
 ER0639.The modeled gravity was interpolated from observed gravity values.
 ER0639
 ER0639;                    North         East    Units  Estimated Accuracy
 ER0639;SPC AZ E     -   355,040.      284,370.      MT  (+/- 180 meters Scaled)
 ER0639
 ER0639                          SUPERSEDED SURVEY CONTROL
 ER0639
 ER0639  NGVD 29 (??/??/92) 2078.75   (m)         6820.0    (f) COMPUTED    2 0
 ER0639
 ER0639.Superseded values are not recommended for survey control.
 ER0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0639.See file dsdata.txt to determine how the superseded data were derived.
 ER0639
 ER0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC477854(NAD 83)
 ER0639_MARKER: DB = BENCH MARK DISK
 ER0639_SETTING: 66 = SET IN ROCK OUTCROP
 ER0639_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0639_STAMPING: 68 BKC 1968 6820
 ER0639_MARK LOGO: USGS  
 ER0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0639+STABILITY: POSITION/ELEVATION WELL
 ER0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0639+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0639
 ER0639  HISTORY     - Date     Condition        Report By
 ER0639  HISTORY     - 1968     MONUMENTED       USGS
 ER0639
 ER0639                          STATION DESCRIPTION
 ER0639
 ER0639'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0639'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 8.9 MILES
 ER0639'NORTHWEST ALONG U S HIGHWAY 60, 390 FEET WEST OF A BRIDGE ACROSS A
 ER0639'LARGE DRAIN, 154 FEET SOUTH OF THE ROAD, 78 FEET SOUTH OF A WITNESS
 ER0639'SIGN, 3 FEET NORTH OF A CAIRN, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0824 ***********************************************************************
 ET0824  DESIGNATION -  68 DOR
 ET0824  PID         -  ET0824
 ET0824  STATE/COUNTY-  AZ/MOHAVE
 ET0824  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0824
 ET0824                         *CURRENT SURVEY CONTROL
 ET0824  ___________________________________________________________________
 ET0824* NAD 83(1986)-  34 42 47.     (N)    113 55 19.     (W)     SCALED    
 ET0824* NAVD 88     -       964.579  (meters)    3164.62   (feet)  ADJUSTED  
 ET0824  ___________________________________________________________________
 ET0824  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ET0824  DYNAMIC HT  -         963.425 (meters)    3160.84  (feet)  COMP
 ET0824  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 ET0824  OBS GRAVITY -     979,406.0   (mgal)                       GRAV_OBS
 ET0824
 ET0824  VERT ORDER  -  FIRST     CLASS II
 ET0824
 ET0824.The horizontal coordinates were scaled from a topographic map and have
 ET0824.an estimated accuracy of +/- 6 seconds.
 ET0824
 ET0824.The orthometric height was determined by differential leveling
 ET0824.and adjusted by the National Geodetic Survey in June 1991..
 ET0824
 ET0824.The geoid height was determined by GEOID03.
 ET0824
 ET0824.The dynamic height is computed by dividing the NAVD 88
 ET0824.geopotential number by the normal gravity value computed on the
 ET0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0824.degrees latitude (g = 980.6199 gals.).
 ET0824
 ET0824.The modeled gravity was interpolated from observed gravity values.
 ET0824.The observed gravity was obtained from relative gravimeter ties
 ET0824.to the IGSN71 gravity network.
 ET0824
 ET0824;                    North         East    Units  Estimated Accuracy
 ET0824;SPC AZ W     -   411,770.      197,610.      MT  (+/- 180 meters Scaled)
 ET0824
 ET0824                          SUPERSEDED SURVEY CONTROL
 ET0824
 ET0824.No superseded survey control is available for this station.
 ET0824
 ET0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD323451(NAD 83)
 ET0824_MARKER: DB = BENCH MARK DISK
 ET0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0824_SP_SET: CONCRETE POST
 ET0824_STAMPING: 68 DOR 1966 3162
 ET0824_MARK LOGO: USGS  
 ET0824_PROJECTION: PROJECTING 5 CENTIMETERS
 ET0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0824+STABILITY: SURFACE MOTION
 ET0824
 ET0824  HISTORY     - Date     Condition        Report By
 ET0824  HISTORY     - 1966     MONUMENTED       USGS
 ET0824  HISTORY     - 1981     GOOD             NGS
 ET0824
 ET0824                          STATION DESCRIPTION
 ET0824
 ET0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0824'30.2 KM (18.8 MI) SE FROM YUCCA.
 ET0824'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0824'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 ET0824'DIRT ROAD LEADING TO 17 MILE RANCH, THENCE 0.2 KM (0.1 MI) NORTHEAST
 ET0824'ALONG A LANDING STRIP, AT THE WIND SOCK, 14.5 METERS (47.5 FT)
 ET0824'SOUTHEAST OF THE CENTERLINE OF THE LANDING STRIP, 1.7 METERS (5.5 FT)
 ET0824'SOUTHEAST OF THE WIND SOCK.
 ET0824'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 ET0824'THE MARK IS ABOVE LEVEL WITH THE LANDING STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1018 ***********************************************************************
 FR1018  DESIGNATION -  68 EMH
 FR1018  PID         -  FR1018
 FR1018  STATE/COUNTY-  AZ/COCONINO
 FR1018  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1018
 FR1018                         *CURRENT SURVEY CONTROL
 FR1018  ___________________________________________________________________
 FR1018* NAD 83(1986)-  35 28 27.     (N)    112 38 38.     (W)     SCALED    
 FR1018* NAVD 88     -      1798.379  (meters)    5900.18   (feet)  POSTED    
 FR1018  ___________________________________________________________________
 FR1018  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 FR1018  DYNAMIC HT  -        1795.970 (meters)    5892.28  (feet)  COMP
 FR1018  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 FR1018
 FR1018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1018
 FR1018.The horizontal coordinates were scaled from a topographic map and have
 FR1018.an estimated accuracy of +/- 6 seconds.
 FR1018
 FR1018.The orthometric height was determined by differential leveling
 FR1018.and adjusted by the National Geodetic Survey in 1992..
 FR1018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1018.rate of 0.0 thru 1.0 mm/km.
 FR1018
 FR1018.The geoid height was determined by GEOID03.
 FR1018
 FR1018.The dynamic height is computed by dividing the NAVD 88
 FR1018.geopotential number by the normal gravity value computed on the
 FR1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1018.degrees latitude (g = 980.6199 gals.).
 FR1018
 FR1018.The modeled gravity was interpolated from observed gravity values.
 FR1018
 FR1018;                    North         East    Units  Estimated Accuracy
 FR1018;SPC AZ C     -   496,420.      147,360.      MT  (+/- 180 meters Scaled)
 FR1018
 FR1018                          SUPERSEDED SURVEY CONTROL
 FR1018
 FR1018.No superseded survey control is available for this station.
 FR1018
 FR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE508268(NAD 83)
 FR1018_MARKER: DB = BENCH MARK DISK
 FR1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1018_SP_SET: COPPER-CLAD STEEL ROD
 FR1018_STAMPING: 68 EMH 1973 5897
 FR1018_MARK LOGO: USGS  
 FR1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1018
 FR1018  HISTORY     - Date     Condition        Report By
 FR1018  HISTORY     - 1973     MONUMENTED       USGS
 FR1018
 FR1018                          STATION DESCRIPTION
 FR1018
 FR1018'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1018'51.0 KM (31.70 MI) NORTH FROM SELIGMAN.
 FR1018'FROM THE GATE AT SEVEN RANCH, PROCEED 4.4 MILES NORTHWEST ALONG A
 FR1018'DIRT ROAD, 0.2 MILES NORTHWEST OF THE JUNCTION OF A TRACK ROAD WEST,
 FR1018'110 FEET SOUTH OF A SMALL DRAIN CROSSING, AT THE OUTSIDE OF A CURVE
 FR1018'RIGHT, 22 FEET WEST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH
 FR1018'UNKNOWN.
 FR1018'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0660 ***********************************************************************
 FP0660  DESIGNATION -  68 HLS
 FP0660  PID         -  FP0660
 FP0660  STATE/COUNTY-  AZ/APACHE
 FP0660  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0660
 FP0660                         *CURRENT SURVEY CONTROL
 FP0660  ___________________________________________________________________
 FP0660* NAD 83(1986)-  35 16 47.     (N)    109 26 34.     (W)     SCALED    
 FP0660* NAVD 88     -      1871.357  (meters)    6139.61   (feet)  ADJUSTED  
 FP0660  ___________________________________________________________________
 FP0660  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 FP0660  DYNAMIC HT  -        1868.729 (meters)    6130.99  (feet)  COMP
 FP0660  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 FP0660
 FP0660  VERT ORDER  -  SECOND    CLASS II
 FP0660
 FP0660.The horizontal coordinates were scaled from a topographic map and have
 FP0660.an estimated accuracy of +/- 6 seconds.
 FP0660
 FP0660.The orthometric height was determined by differential leveling
 FP0660.and adjusted by the National Geodetic Survey in June 1991..
 FP0660
 FP0660.The geoid height was determined by GEOID03.
 FP0660
 FP0660.The dynamic height is computed by dividing the NAVD 88
 FP0660.geopotential number by the normal gravity value computed on the
 FP0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0660.degrees latitude (g = 980.6199 gals.).
 FP0660
 FP0660.The modeled gravity was interpolated from observed gravity values.
 FP0660
 FP0660;                    North         East    Units  Estimated Accuracy
 FP0660;SPC AZ E     -   474,850.      279,210.      MT  (+/- 180 meters Scaled)
 FP0660
 FP0660                          SUPERSEDED SURVEY CONTROL
 FP0660
 FP0660  NGVD 29 (??/??/92) 1870.44   (m)         6136.6    (f) COMPUTED    2 2
 FP0660
 FP0660.Superseded values are not recommended for survey control.
 FP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0660.See file dsdata.txt to determine how the superseded data were derived.
 FP0660
 FP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE416051(NAD 83)
 FP0660_MARKER: DB = BENCH MARK DISK
 FP0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0660_SP_SET: COPPER-CLAD STEEL ROD
 FP0660_STAMPING: 68 HLS 1970 6136
 FP0660_MARK LOGO: USGS  
 FP0660_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0660+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0660
 FP0660  HISTORY     - Date     Condition        Report By
 FP0660  HISTORY     - 1970     MONUMENTED       USGS
 FP0660
 FP0660                          STATION DESCRIPTION
 FP0660
 FP0660'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0660'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0660'PROCEED 6.2 MILES NORTH ALONG STATE HIGHWAY 63, 267 FEET SOUTH OF AN
 FP0660'EAST-WEST CROSSROAD, 44 FEET EAST OF THE HIGHWAY, 1 FOOT WEST OF A
 FP0660'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0660'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0242 ***********************************************************************
 FQ0242  DESIGNATION -  6804.4
 FQ0242  PID         -  FQ0242
 FQ0242  STATE/COUNTY-  AZ/COCONINO
 FQ0242  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0242
 FQ0242                         *CURRENT SURVEY CONTROL
 FQ0242  ___________________________________________________________________
 FQ0242* NAD 83(1986)-  35 04 46.     (N)    111 42 12.     (W)     SCALED    
 FQ0242* NAVD 88     -      2074.981  (meters)    6807.67   (feet)  ADJUSTED  
 FQ0242  ___________________________________________________________________
 FQ0242  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0242  DYNAMIC HT  -        2072.060 (meters)    6798.08  (feet)  COMP
 FQ0242  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 FQ0242
 FQ0242  VERT ORDER  -  FIRST     CLASS II
 FQ0242
 FQ0242.The horizontal coordinates were scaled from a topographic map and have
 FQ0242.an estimated accuracy of +/- 6 seconds.
 FQ0242
 FQ0242.The orthometric height was determined by differential leveling
 FQ0242.and adjusted by the National Geodetic Survey in June 1991..
 FQ0242
 FQ0242.The geoid height was determined by GEOID03.
 FQ0242
 FQ0242.The dynamic height is computed by dividing the NAVD 88
 FQ0242.geopotential number by the normal gravity value computed on the
 FQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0242.degrees latitude (g = 980.6199 gals.).
 FQ0242
 FQ0242.The modeled gravity was interpolated from observed gravity values.
 FQ0242
 FQ0242;                    North         East    Units  Estimated Accuracy
 FQ0242;SPC AZ C     -   452,410.      232,810.      MT  (+/- 180 meters Scaled)
 FQ0242
 FQ0242                          SUPERSEDED SURVEY CONTROL
 FQ0242
 FQ0242  NGVD 29 (??/??/92) 2073.998  (m)         6804.44   (f) ADJ UNCH    1 2
 FQ0242
 FQ0242.Superseded values are not recommended for survey control.
 FQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0242.See file dsdata.txt to determine how the superseded data were derived.
 FQ0242
 FQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD358820(NAD 83)
 FQ0242_MARKER: Z = SEE DESCRIPTION
 FQ0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0242_SP_SET: TREE
 FQ0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0242
 FQ0242  HISTORY     - Date     Condition        Report By
 FQ0242  HISTORY     - UNK      MONUMENTED       USGS
 FQ0242  HISTORY     - 1933     GOOD             NGS
 FQ0242
 FQ0242                          STATION DESCRIPTION
 FQ0242
 FQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0242'10.5 MI S FROM FLAGSTAFF.
 FQ0242'ABOUT 10.5 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0242'FLAGSTAFF, COCONINO COUNTY, ABOUT 1.1 MILES SOUTHWEST OF A ROAD
 FQ0242'JUNCTION, OUTSIDE OF A CURVE, 20 FEET WEST OF THE CENTER LINE OF THE
 FQ0242'HIGHWAY, AND IN THE ROOT OF AN OAK TREE PAINTED U.S.B.M. 6804.4.  A
 FQ0242'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0791 ***********************************************************************
 DA0791  DESIGNATION -  681.43
 DA0791  PID         -  DA0791
 DA0791  STATE/COUNTY-  AZ/MARICOPA
 DA0791  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0791
 DA0791                         *CURRENT SURVEY CONTROL
 DA0791  ___________________________________________________________________
 DA0791* NAD 83(1986)-  32 31 00.     (N)    113 16 26.     (W)     SCALED    
 DA0791* NAVD 88     -       208.27   (+/-2cm)     683.3    (feet)  VERTCON   
 DA0791  ___________________________________________________________________
 DA0791  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0791
 DA0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0791
 DA0791.The horizontal coordinates were scaled from a topographic map and have
 DA0791.an estimated accuracy of +/- 6 seconds.
 DA0791
 DA0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0791.The vertical order pertains to the NGVD 29 superseded value.
 DA0791
 DA0791.The geoid height was determined by GEOID03.
 DA0791
 DA0791;                    North         East    Units  Estimated Accuracy
 DA0791;SPC AZ C     -   168,970.       85,840.      MT  (+/- 180 meters Scaled)
 DA0791
 DA0791                          SUPERSEDED SURVEY CONTROL
 DA0791
 DA0791  NGVD 29 (??/??/92)  207.640  (m)          681.23   (f) ADJ UNCH    2 0
 DA0791
 DA0791.Superseded values are not recommended for survey control.
 DA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0791.See file dsdata.txt to determine how the superseded data were derived.
 DA0791
 DA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA864999(NAD 83)
 DA0791_MARKER: DD = SURVEY DISK
 DA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0791+STABILITY: SURFACE MOTION
 DA0791
 DA0791  HISTORY     - Date     Condition        Report By
 DA0791  HISTORY     - UNK      MONUMENTED       USGS
 DA0791  HISTORY     - 1962     GOOD             NGS
 DA0791
 DA0791                          STATION DESCRIPTION
 DA0791
 DA0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0791'1.15 MI N FROM TONY TANK.
 DA0791'ABOUT 1.15 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0791'TONY TANK, 0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0791'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 18 FEET EAST OF THE CENTER
 DA0791'LINE OF THE TRAIL ROAD, 26 FEET NORTH OF THE CENTER LINE OF AN
 DA0791'EAST-WEST ROAD, 86.6 FEET EAST OF BENCH MARK D 353, ABOUT LEVEL WITH
 DA0791'THE ROAD, AND A BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0232 ***********************************************************************
 FQ0232  DESIGNATION -  6843
 FQ0232  PID         -  FQ0232
 FQ0232  STATE/COUNTY-  AZ/COCONINO
 FQ0232  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0232
 FQ0232                         *CURRENT SURVEY CONTROL
 FQ0232  ___________________________________________________________________
 FQ0232* NAD 83(1986)-  35 12 39.     (N)    111 36 09.     (W)     SCALED    
 FQ0232* NAVD 88     -      2086.194  (meters)    6844.45   (feet)  POSTED    
 FQ0232  ___________________________________________________________________
 FQ0232  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0232  DYNAMIC HT  -        2083.220 (meters)    6834.70  (feet)  COMP
 FQ0232  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 FQ0232
 FQ0232  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0232
 FQ0232.The horizontal coordinates were scaled from a topographic map and have
 FQ0232.an estimated accuracy of +/- 6 seconds.
 FQ0232
 FQ0232.The orthometric height was determined by differential leveling
 FQ0232.and adjusted by the National Geodetic Survey in 1992..
 FQ0232.No vertical observational check was made to the station.
 FQ0232.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0232.was located on a no-check spur therefore a value was not computed.
 FQ0232
 FQ0232.The geoid height was determined by GEOID03.
 FQ0232
 FQ0232.The dynamic height is computed by dividing the NAVD 88
 FQ0232.geopotential number by the normal gravity value computed on the
 FQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0232.degrees latitude (g = 980.6199 gals.).
 FQ0232
 FQ0232.The modeled gravity was interpolated from observed gravity values.
 FQ0232
 FQ0232;                    North         East    Units  Estimated Accuracy
 FQ0232;SPC AZ C     -   467,010.      241,960.      MT  (+/- 180 meters Scaled)
 FQ0232
 FQ0232                          SUPERSEDED SURVEY CONTROL
 FQ0232
 FQ0232  NGVD 29 (??/??/92) 2085.169  (m)         6841.09   (f) ADJ UNCH    1 2
 FQ0232
 FQ0232.Superseded values are not recommended for survey control.
 FQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0232.See file dsdata.txt to determine how the superseded data were derived.
 FQ0232
 FQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD451965(NAD 83)
 FQ0232_MARKER: DD = SURVEY DISK
 FQ0232_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0232_SP_SET: ROCK OUTCROP
 FQ0232_STAMPING: 1841.092 1907
 FQ0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0232+STABILITY: POSITION/ELEVATION WELL
 FQ0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0232+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0232
 FQ0232  HISTORY     - Date     Condition        Report By
 FQ0232  HISTORY     - 1907     MONUMENTED       USGS
 FQ0232  HISTORY     - 1934     GOOD             NGS
 FQ0232  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0232  HISTORY     - 20050929 GOOD             USPSQD
 FQ0232
 FQ0232                          STATION DESCRIPTION
 FQ0232
 FQ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0232'3.1 MI E FROM FLAGSTAFF.
 FQ0232'3.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0232'THE STATION AT FLAGSTAFF, COCONINO COUNTY, AT MILEPOST 341, OPPOSITE
 FQ0232'THE CENTER OF A RAIL RACK, 50 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0232'SOUTH TRACK, 5 FEET SOUTH OF A POLE, AND IN THE TOP OF A ROCK OUTCROP
 FQ0232'FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 FQ0232'STAMPED 1841.092 1907.
 FQ0232
 FQ0232                          STATION RECOVERY (1982)
 FQ0232
 FQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0232'NOT RECOVERED.
 FQ0232
 FQ0232                          STATION RECOVERY (1983)
 FQ0232
 FQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0232'MARK NOT FOUND.
 FQ0232
 FQ0232                          STATION RECOVERY (2005)
 FQ0232
 FQ0232'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0232'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0231 ***********************************************************************
 FQ0231  DESIGNATION -  6844
 FQ0231  PID         -  FQ0231
 FQ0231  STATE/COUNTY-  AZ/COCONINO
 FQ0231  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0231
 FQ0231                         *CURRENT SURVEY CONTROL
 FQ0231  ___________________________________________________________________
 FQ0231* NAD 83(1986)-  35 12 10.     (N)    111 36 57.     (W)     SCALED    
 FQ0231* NAVD 88     -      2085.543  (meters)    6842.32   (feet)  ADJUSTED  
 FQ0231  ___________________________________________________________________
 FQ0231  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0231  DYNAMIC HT  -        2082.575 (meters)    6832.58  (feet)  COMP
 FQ0231  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 FQ0231
 FQ0231  VERT ORDER  -  FIRST     CLASS II
 FQ0231
 FQ0231.The horizontal coordinates were scaled from a topographic map and have
 FQ0231.an estimated accuracy of +/- 6 seconds.
 FQ0231
 FQ0231.The orthometric height was determined by differential leveling
 FQ0231.and adjusted by the National Geodetic Survey in June 1991..
 FQ0231
 FQ0231.The geoid height was determined by GEOID03.
 FQ0231
 FQ0231.The dynamic height is computed by dividing the NAVD 88
 FQ0231.geopotential number by the normal gravity value computed on the
 FQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0231.degrees latitude (g = 980.6199 gals.).
 FQ0231
 FQ0231.The modeled gravity was interpolated from observed gravity values.
 FQ0231
 FQ0231;                    North         East    Units  Estimated Accuracy
 FQ0231;SPC AZ C     -   466,110.      240,750.      MT  (+/- 180 meters Scaled)
 FQ0231
 FQ0231                          SUPERSEDED SURVEY CONTROL
 FQ0231
 FQ0231  NGVD 29 (??/??/92) 2084.516  (m)         6838.95   (f) ADJ UNCH    1 2
 FQ0231
 FQ0231.Superseded values are not recommended for survey control.
 FQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0231.See file dsdata.txt to determine how the superseded data were derived.
 FQ0231
 FQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD439957(NAD 83)
 FQ0231_MARKER: Q = CHISELED SQUARE
 FQ0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0231_SP_SET: ABUTMENT
 FQ0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0231+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0231
 FQ0231  HISTORY     - Date     Condition        Report By
 FQ0231  HISTORY     - UNK      MONUMENTED       USGS
 FQ0231  HISTORY     - 1955     GOOD             NGS
 FQ0231  HISTORY     - 1982     GOOD             NGS
 FQ0231  HISTORY     - 1983     GOOD             NGS
 FQ0231  HISTORY     - 20050929 GOOD             USPSQD
 FQ0231
 FQ0231                          STATION DESCRIPTION
 FQ0231
 FQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0231'2.1 MI E FROM FLAGSTAFF.
 FQ0231'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0231'THE STATION AT FLAGSTAFF, COCONINO COUNTY, 1/2 POLE SOUTH OF MILEPOST
 FQ0231'342, AT STEEL BRIDGE A 343, IN THE NORTH END OF THE EAST ABUTMENT, 14
 FQ0231'INCHES FROM THE FACE, 2 FEET FROM THE END OF THE COPING STONE, 12 FEET
 FQ0231'WEST OF THE CENTERLINE OF THE TRACK, AND 10 FEET HIGHER THAN THE
 FQ0231'GROUND.  A CHISELED SQUARE, LETTERED U.S.
 FQ0231
 FQ0231                          STATION RECOVERY (1982)
 FQ0231
 FQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0231'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0231'7.1 KM (4.4 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0231'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, CHISELED SQUARE IN TOP OF
 FQ0231'THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE, 25.9
 FQ0231'METERS (85 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14 FT)
 FQ0231'NORTHWEST OF THE NORTHWEST RAIL.
 FQ0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0231
 FQ0231                          STATION RECOVERY (1983)
 FQ0231
 FQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0231'RECOVERED IN GOOD CONDITION.
 FQ0231
 FQ0231                          STATION RECOVERY (2005)
 FQ0231
 FQ0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0224 ***********************************************************************
 FQ0224  DESIGNATION -  6852 RESET
 FQ0224  PID         -  FQ0224
 FQ0224  STATE/COUNTY-  AZ/COCONINO
 FQ0224  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0224
 FQ0224                         *CURRENT SURVEY CONTROL
 FQ0224  ___________________________________________________________________
 FQ0224* NAD 83(1986)-  35 14 19.     (N)    111 59 48.     (W)     SCALED    
 FQ0224* NAVD 88     -      2088.96   (+/-2cm)    6853.5    (feet)  VERTCON   
 FQ0224  ___________________________________________________________________
 FQ0224  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0224
 FQ0224  VERT ORDER  -  ? (See Below)
 FQ0224
 FQ0224.The horizontal coordinates were scaled from a topographic map and have
 FQ0224.an estimated accuracy of +/- 6 seconds.
 FQ0224
 FQ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0224.The vertical order pertains to the NGVD 29 superseded value.
 FQ0224
 FQ0224.The geoid height was determined by GEOID03.
 FQ0224
 FQ0224;                    North         East    Units  Estimated Accuracy
 FQ0224;SPC AZ C     -   470,050.      206,080.      MT  (+/- 180 meters Scaled)
 FQ0224
 FQ0224                          SUPERSEDED SURVEY CONTROL
 FQ0224
 FQ0224  NGVD 29 (??/??/92) 2087.947  (m)         6850.21   (f) ADJ UNCH    ?  
 FQ0224
 FQ0224.Superseded values are not recommended for survey control.
 FQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0224.See file dsdata.txt to determine how the superseded data were derived.
 FQ0224
 FQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD093999(NAD 83)
 FQ0224_MARKER: DD = SURVEY DISK
 FQ0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0224_SP_SET: BRIDGE
 FQ0224_STAMPING: 6852 1907
 FQ0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0224
 FQ0224  HISTORY     - Date     Condition        Report By
 FQ0224  HISTORY     - 1914     MONUMENTED       USGS
 FQ0224  HISTORY     - 1914     GOOD             USGS
 FQ0224
 FQ0224                          STATION DESCRIPTION
 FQ0224
 FQ0224'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 FQ0224'2.0 MI E FROM CHALENDER.
 FQ0224'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0224'THE STATION AT CHALENDER, COCONINO COUNTY, 3-1/2 POLES WEST OF
 FQ0224'MILEPOST 366, AT STEEL GIRDER BRIDGE A 367, IN THE TOP OF THE SOUTH
 FQ0224'END OF THE EAST ABUTMENT, 1 FOOT FROM THE FACE, 2-1/2 FEET FROM THE
 FQ0224'END OF THE COPING, 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.
 FQ0224'AND 1/2 FOOT LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 FQ0224'DISK, STAMPED 6852 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0249 ***********************************************************************
 FQ0249  DESIGNATION -  6863.1
 FQ0249  PID         -  FQ0249
 FQ0249  STATE/COUNTY-  AZ/COCONINO
 FQ0249  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0249
 FQ0249                         *CURRENT SURVEY CONTROL
 FQ0249  ___________________________________________________________________
 FQ0249* NAD 83(1986)-  35 07 25.     (N)    111 41 00.     (W)     SCALED    
 FQ0249* NAVD 88     -      2092.894  (meters)    6866.44   (feet)  ADJUSTED  
 FQ0249  ___________________________________________________________________
 FQ0249  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 FQ0249  DYNAMIC HT  -        2089.912 (meters)    6856.65  (feet)  COMP
 FQ0249  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 FQ0249
 FQ0249  VERT ORDER  -  FIRST     CLASS II
 FQ0249
 FQ0249.The horizontal coordinates were scaled from a topographic map and have
 FQ0249.an estimated accuracy of +/- 6 seconds.
 FQ0249
 FQ0249.The orthometric height was determined by differential leveling
 FQ0249.and adjusted by the National Geodetic Survey in June 1991..
 FQ0249
 FQ0249.The geoid height was determined by GEOID03.
 FQ0249
 FQ0249.The dynamic height is computed by dividing the NAVD 88
 FQ0249.geopotential number by the normal gravity value computed on the
 FQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0249.degrees latitude (g = 980.6199 gals.).
 FQ0249
 FQ0249.The modeled gravity was interpolated from observed gravity values.
 FQ0249
 FQ0249;                    North         East    Units  Estimated Accuracy
 FQ0249;SPC AZ C     -   457,310.      234,630.      MT  (+/- 180 meters Scaled)
 FQ0249
 FQ0249                          SUPERSEDED SURVEY CONTROL
 FQ0249
 FQ0249  NGVD 29 (??/??/92) 2091.872  (m)         6863.08   (f) ADJ UNCH    1 2
 FQ0249
 FQ0249.Superseded values are not recommended for survey control.
 FQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0249.See file dsdata.txt to determine how the superseded data were derived.
 FQ0249
 FQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377869(NAD 83)
 FQ0249_MARKER: Z = SEE DESCRIPTION
 FQ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0249_SP_SET: TREE
 FQ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0249
 FQ0249  HISTORY     - Date     Condition        Report By
 FQ0249  HISTORY     - UNK      MONUMENTED       USGS
 FQ0249  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0249
 FQ0249                          STATION DESCRIPTION
 FQ0249
 FQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0249'6.4 MI S FROM FLAGSTAFF.
 FQ0249'ABOUT 6.4 MILES SOUTH ALONG STATE HWY. 79 FROM THE STATION AT
 FQ0249'FLAGSTAFF, COCONINO COUNTY, ABOUT 75 YARDS NORTH OF A RAILROAD
 FQ0249'CROSSING, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 FQ0249'ROOT OF A PINE TREE PAINTED U.S.B.M. 6863.1.  A UNITED STATES
 FQ0249'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.  NOTE-- TO REACH
 FQ0249'THE TREE FROM THE A.T. AND S.F. RAILROAD STATION IN FLAGSTAFF GO SOUTH
 FQ0249'ON U.S. HIGHWAY NO. 89A FOR 5.5 MILES TO A GRADED T-ROAD SOUTHEAST
 FQ0249'APPROXIMATELY 800 FT. SOUTH OF A RAILROAD CROSSING.  GO SOUTHEAST
 FQ0249'ALONG GRADED ROAD FOR 0.7 MILE TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0054 ***********************************************************************
 GQ0054  DESIGNATION -  6866
 GQ0054  PID         -  GQ0054
 GQ0054  STATE/COUNTY-  AZ/COCONINO
 GQ0054  USGS QUAD   -  GRAND CANYON (1988)
 GQ0054
 GQ0054                         *CURRENT SURVEY CONTROL
 GQ0054  ___________________________________________________________________
 GQ0054* NAD 83(1986)-  36 03 29.     (N)    112 08 28.     (W)     SCALED    
 GQ0054* NAVD 88     -      2091.919  (meters)    6863.24   (feet)  POSTED    
 GQ0054  ___________________________________________________________________
 GQ0054  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0054  DYNAMIC HT  -        2089.120 (meters)    6854.05  (feet)  COMP
 GQ0054  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 GQ0054
 GQ0054  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0054
 GQ0054.The horizontal coordinates were scaled from a topographic map and have
 GQ0054.an estimated accuracy of +/- 6 seconds.
 GQ0054
 GQ0054.The orthometric height was determined by differential leveling
 GQ0054.and adjusted by the National Geodetic Survey in 1992..
 GQ0054.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0054.rate of 0.0 thru 1.0 mm/km.
 GQ0054
 GQ0054.The geoid height was determined by GEOID03.
 GQ0054
 GQ0054.The dynamic height is computed by dividing the NAVD 88
 GQ0054.geopotential number by the normal gravity value computed on the
 GQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0054.degrees latitude (g = 980.6199 gals.).
 GQ0054
 GQ0054.The modeled gravity was interpolated from observed gravity values.
 GQ0054
 GQ0054;                    North         East    Units  Estimated Accuracy
 GQ0054;SPC AZ C     -   560,980.      193,140.      MT  (+/- 180 meters Scaled)
 GQ0054
 GQ0054                          SUPERSEDED SURVEY CONTROL
 GQ0054
 GQ0054  NGVD 29 (??/??/92) 2090.937  (m)         6860.02   (f) ADJ UNCH    1 2
 GQ0054
 GQ0054.Superseded values are not recommended for survey control.
 GQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0054.See file dsdata.txt to determine how the superseded data were derived.
 GQ0054
 GQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE972909(NAD 83)
 GQ0054_MARKER: DD = SURVEY DISK
 GQ0054_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0054_SP_SET: LIMESTONE LEDGE
 GQ0054_STAMPING: 6866 CANYON
 GQ0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0054+STABILITY: POSITION/ELEVATION WELL
 GQ0054
 GQ0054  HISTORY     - Date     Condition        Report By
 GQ0054  HISTORY     - UNK      MONUMENTED       USGS
 GQ0054  HISTORY     - 1934     GOOD             NGS
 GQ0054  HISTORY     - 1981     GOOD             NGS
 GQ0054
 GQ0054                          STATION DESCRIPTION
 GQ0054
 GQ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0054'IN GRAND CANYON.
 GQ0054'ON THE RIM OF THE GRAND CANYON, 100 FEET NORTH OF THE BRIGHT ANGEL
 GQ0054'HOTEL.  SET IN LIMESTONE LEDGE.
 GQ0054
 GQ0054                          STATION RECOVERY (1981)
 GQ0054
 GQ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GQ0054'0.55 KM (0.35 MI) WEST ALONG THE WEST BOUND ROAD OF THE VILLAGE LOOP
 GQ0054'ROAD FROM THE EAST END OF THE VILLAGE LOOP AT GRAND CANYON VILLAGE,
 GQ0054'IN TOP OF A SANDSTONE LEDGE AT A PROMINENT POINT ON THE SOUTH RIM OF
 GQ0054'THE CANYON, AT THE NORTHEAST END OF THE TOP LEVEL OVERLOOK BEHIND
 GQ0054'THE OVERLOOK STUDIO GIFT SHOP AND BRIGHT ANGEL MOTEL, 6.9 METERS
 GQ0054'(22.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE STUDIO BUILDING,
 GQ0054'4.2 METERS (13.8 FT) EAST OF THE TOP LEVEL 20 POWER TELESCOPE, 0.07
 GQ0054'METER (0.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE SANDSTONE WALL,
 GQ0054'JUST WEST OF AND BELOW A SPOT LIGHT IN THE WALL FOR THE LOWER LEVEL
 GQ0054'OVERLOOK AREA.
 GQ0054'THE MARK IS 0.7 M BELOW THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0080 ***********************************************************************
 FR0080  DESIGNATION -  6869
 FR0080  PID         -  FR0080
 FR0080  STATE/COUNTY-  AZ/COCONINO
 FR0080  USGS QUAD   -  DAVENPORT HILL (1989)
 FR0080
 FR0080                         *CURRENT SURVEY CONTROL
 FR0080  ___________________________________________________________________
 FR0080* NAD 83(1986)-  35 14 13.     (N)    112 01 36.     (W)     SCALED    
 FR0080* NAVD 88     -      2094.151  (meters)    6870.56   (feet)  POSTED    
 FR0080  ___________________________________________________________________
 FR0080  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0080  DYNAMIC HT  -        2091.180 (meters)    6860.81  (feet)  COMP
 FR0080  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 FR0080
 FR0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0080
 FR0080.The horizontal coordinates were scaled from a topographic map and have
 FR0080.an estimated accuracy of +/- 6 seconds.
 FR0080
 FR0080.The orthometric height was determined by differential leveling
 FR0080.and adjusted by the National Geodetic Survey in 1992..
 FR0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0080.rate of 0.0 thru 1.0 mm/km.
 FR0080
 FR0080.The geoid height was determined by GEOID03.
 FR0080
 FR0080.The dynamic height is computed by dividing the NAVD 88
 FR0080.geopotential number by the normal gravity value computed on the
 FR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0080.degrees latitude (g = 980.6199 gals.).
 FR0080
 FR0080.The modeled gravity was interpolated from observed gravity values.
 FR0080
 FR0080;                    North         East    Units  Estimated Accuracy
 FR0080;SPC AZ C     -   469,860.      203,350.      MT  (+/- 180 meters Scaled)
 FR0080
 FR0080                          SUPERSEDED SURVEY CONTROL
 FR0080
 FR0080  NGVD 29 (??/??/92) 2093.146  (m)         6867.26   (f) ADJ UNCH    1 2
 FR0080
 FR0080.Superseded values are not recommended for survey control.
 FR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0080.See file dsdata.txt to determine how the superseded data were derived.
 FR0080
 FR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD065998(NAD 83)
 FR0080_MARKER: DD = SURVEY DISK
 FR0080_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0080_SP_SET: UNSPEC ROCK
 FR0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0080
 FR0080  HISTORY     - Date     Condition        Report By
 FR0080  HISTORY     - UNK      MONUMENTED       USGS
 FR0080  HISTORY     - 1934     MARK NOT FOUND   NGS
 FR0080
 FR0080                          STATION DESCRIPTION
 FR0080
 FR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0080'IN CHALENDER.
 FR0080'AT CHALENDER, COCONINO COUNTY 140 FEET NORTHWEST OF THE OLD SITE OF
 FR0080'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 3 POLES NORTH OF
 FR0080'MILEPOST 368, 27 FEET WEST OF THE CENTERLINE OF THE OLD LOCATION OF
 FR0080'THE TRACK, AND IN THE TOP OF A ROCK.  A U. S. GEOLOGICAL SURVEY
 FR0080'STANDARD DISK.  NOTE-- THE RAILROAD STATION AND THE TRACK HAVE BEEN
 FR0080'CHANGED SINCE THIS MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0343 ***********************************************************************
 FS0343  DESIGNATION -  688+82
 FS0343  PID         -  FS0343
 FS0343  STATE/COUNTY-  AZ/MOHAVE
 FS0343  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0343
 FS0343                         *CURRENT SURVEY CONTROL
 FS0343  ___________________________________________________________________
 FS0343* NAD 83(1986)-  35 31 54.     (N)    114 21 17.     (W)     SCALED    
 FS0343* NAVD 88     -       905.363  (meters)    2970.35   (feet)  POSTED    
 FS0343  ___________________________________________________________________
 FS0343  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0343  DYNAMIC HT  -         904.330 (meters)    2966.96  (feet)  COMP
 FS0343  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 FS0343
 FS0343  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0343
 FS0343.The horizontal coordinates were scaled from a topographic map and have
 FS0343.an estimated accuracy of +/- 6 seconds.
 FS0343
 FS0343.The orthometric height was determined by differential leveling
 FS0343.and adjusted by the National Geodetic Survey in 1992..
 FS0343.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0343.rate of 2.1 thru 3.0 mm/km.
 FS0343
 FS0343.The geoid height was determined by GEOID03.
 FS0343
 FS0343.The dynamic height is computed by dividing the NAVD 88
 FS0343.geopotential number by the normal gravity value computed on the
 FS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0343.degrees latitude (g = 980.6199 gals.).
 FS0343
 FS0343.The modeled gravity was interpolated from observed gravity values.
 FS0343
 FS0343;                    North         East    Units  Estimated Accuracy
 FS0343;SPC AZ W     -   502,740.      158,520.      MT  (+/- 180 meters Scaled)
 FS0343
 FS0343                          SUPERSEDED SURVEY CONTROL
 FS0343
 FS0343  NGVD 29 (??/??/92)  904.591  (m)         2967.81   (f) ADJ UNCH    1 1
 FS0343
 FS0343.Superseded values are not recommended for survey control.
 FS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0343.See file dsdata.txt to determine how the superseded data were derived.
 FS0343
 FS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398352(NAD 83)
 FS0343_MARKER: DD = SURVEY DISK
 FS0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0343_SP_SET: CULVERT
 FS0343_STAMPING: 688+82 2968.43
 FS0343_MARK LOGO: AZHD  
 FS0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0343
 FS0343  HISTORY     - Date     Condition        Report By
 FS0343  HISTORY     - UNK      MONUMENTED       AZHD
 FS0343  HISTORY     - 1949     GOOD             NGS
 FS0343  HISTORY     - 1982     GOOD             NGS
 FS0343
 FS0343                          STATION DESCRIPTION
 FS0343
 FS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0343'10.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0343'10.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0343'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0343'MILEPOST 42, AT A DOUBLE 3- BY 6-FOOT CONCRETE BOX CULVERT, IN
 FS0343'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.4
 FS0343'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0343'FOOT HIGHER THAN THE HIGHWAY.
 FS0343
 FS0343                          STATION RECOVERY (1982)
 FS0343
 FS0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0343'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0254 ***********************************************************************
 FQ0254  DESIGNATION -  6889.7
 FQ0254  PID         -  FQ0254
 FQ0254  STATE/COUNTY-  AZ/COCONINO
 FQ0254  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0254
 FQ0254                         *CURRENT SURVEY CONTROL
 FQ0254  ___________________________________________________________________
 FQ0254* NAD 83(1986)-  35 10 09.     (N)    111 40 00.     (W)     SCALED    
 FQ0254* NAVD 88     -      2100.981  (meters)    6892.97   (feet)  ADJUSTED  
 FQ0254  ___________________________________________________________________
 FQ0254  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0254  DYNAMIC HT  -        2097.986 (meters)    6883.14  (feet)  COMP
 FQ0254  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 FQ0254
 FQ0254  VERT ORDER  -  FIRST     CLASS II
 FQ0254
 FQ0254.The horizontal coordinates were scaled from a topographic map and have
 FQ0254.an estimated accuracy of +/- 6 seconds.
 FQ0254
 FQ0254.The orthometric height was determined by differential leveling
 FQ0254.and adjusted by the National Geodetic Survey in June 1991..
 FQ0254
 FQ0254.The geoid height was determined by GEOID03.
 FQ0254
 FQ0254.The dynamic height is computed by dividing the NAVD 88
 FQ0254.geopotential number by the normal gravity value computed on the
 FQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0254.degrees latitude (g = 980.6199 gals.).
 FQ0254
 FQ0254.The modeled gravity was interpolated from observed gravity values.
 FQ0254
 FQ0254;                    North         East    Units  Estimated Accuracy
 FQ0254;SPC AZ C     -   462,370.      236,130.      MT  (+/- 180 meters Scaled)
 FQ0254
 FQ0254                          SUPERSEDED SURVEY CONTROL
 FQ0254
 FQ0254  NGVD 29 (??/??/92) 2099.959  (m)         6889.62   (f) ADJ UNCH    1 2
 FQ0254
 FQ0254.Superseded values are not recommended for survey control.
 FQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0254.See file dsdata.txt to determine how the superseded data were derived.
 FQ0254
 FQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD392920(NAD 83)
 FQ0254_MARKER: DD = SURVEY DISK
 FQ0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0254_SP_SET: TREE
 FQ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0254
 FQ0254  HISTORY     - Date     Condition        Report By
 FQ0254  HISTORY     - UNK      MONUMENTED       USGS
 FQ0254  HISTORY     - 1933     GOOD             NGS
 FQ0254  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0254
 FQ0254                          STATION DESCRIPTION
 FQ0254
 FQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0254'2.2 MI S FROM FLAGSTAFF.
 FQ0254'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0254'FLAGSTAFF, COCONINO COUNTY, ON AN ABANDONED ROAD LEADING EAST FROM A
 FQ0254'CULVERT, ABOUT 95 YARDS NORTHEAST OF A JUNCTION OF THE HIGHWAY LEADING
 FQ0254'SOUTHWEST TO FORT TUTHILL, ABOUT 30 FEET EAST OF THE CENTER LINE OF
 FQ0254'THE OLD ROAD, AND IN THE ROOT OF A PINE TREE PAINTED U.S.B.M. 6889.7 A
 FQ0254'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 FQ0254
 FQ0254                          STATION RECOVERY (2005)
 FQ0254
 FQ0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0254'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0862 ***********************************************************************
 DV0862  DESIGNATION -  69 A
 DV0862  PID         -  DV0862
 DV0862  STATE/COUNTY-  AZ/MARICOPA
 DV0862  USGS QUAD   -  WINTERSBURG (1984)
 DV0862
 DV0862                         *CURRENT SURVEY CONTROL
 DV0862  ___________________________________________________________________
 DV0862* NAD 83(1986)-  33 28 26.     (N)    112 49 23.     (W)     SCALED    
 DV0862* NAVD 88     -       336.00   (+/-2cm)    1102.4    (feet)  VERTCON   
 DV0862  ___________________________________________________________________
 DV0862  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV0862
 DV0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0862
 DV0862.The horizontal coordinates were scaled from a topographic map and have
 DV0862.an estimated accuracy of +/- 6 seconds.
 DV0862
 DV0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0862.The vertical order pertains to the NGVD 29 superseded value.
 DV0862
 DV0862.The geoid height was determined by GEOID03.
 DV0862
 DV0862;                    North         East    Units  Estimated Accuracy
 DV0862;SPC AZ C     -   274,670.      129,120.      MT  (+/- 180 meters Scaled)
 DV0862
 DV0862                          SUPERSEDED SURVEY CONTROL
 DV0862
 DV0862  NGVD 29 (??/??/92)  335.378  (m)         1100.32   (f) ADJ UNCH    2 0
 DV0862
 DV0862.Superseded values are not recommended for survey control.
 DV0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0862.See file dsdata.txt to determine how the superseded data were derived.
 DV0862
 DV0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC306053(NAD 83)
 DV0862_MARKER: DD = SURVEY DISK
 DV0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0862_STAMPING: 69 A 1962
 DV0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0862+STABILITY: SURFACE MOTION
 DV0862
 DV0862  HISTORY     - Date     Condition        Report By
 DV0862  HISTORY     - 1962     MONUMENTED       AZHD
 DV0862  HISTORY     - 1962     GOOD             NGS
 DV0862
 DV0862                          STATION DESCRIPTION
 DV0862
 DV0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0862'8.15 MI SE FROM TONOPAH.
 DV0862'0.6 MILE EAST-SOUTHEAST OF U 415 69.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0862'DISK STAMPED 69 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0862'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0862'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0640 ***********************************************************************
 ER0640  DESIGNATION -  69 BKC
 ER0640  PID         -  ER0640
 ER0640  STATE/COUNTY-  AZ/APACHE
 ER0640  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0640
 ER0640                         *CURRENT SURVEY CONTROL
 ER0640  ___________________________________________________________________
 ER0640* NAD 83(1986)-  34 12 18.     (N)    109 24 46.     (W)     SCALED    
 ER0640* NAVD 88     -      2103.404  (meters)    6900.92   (feet)  ADJUSTED  
 ER0640  ___________________________________________________________________
 ER0640  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0640  DYNAMIC HT  -        2100.192 (meters)    6890.38  (feet)  COMP
 ER0640  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 ER0640
 ER0640  VERT ORDER  -  SECOND    CLASS 0
 ER0640
 ER0640.The horizontal coordinates were scaled from a topographic map and have
 ER0640.an estimated accuracy of +/- 6 seconds.
 ER0640
 ER0640.The orthometric height was determined by differential leveling
 ER0640.and adjusted by the National Geodetic Survey in June 1991..
 ER0640
 ER0640.The geoid height was determined by GEOID03.
 ER0640
 ER0640.The dynamic height is computed by dividing the NAVD 88
 ER0640.geopotential number by the normal gravity value computed on the
 ER0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0640.degrees latitude (g = 980.6199 gals.).
 ER0640
 ER0640.The modeled gravity was interpolated from observed gravity values.
 ER0640
 ER0640;                    North         East    Units  Estimated Accuracy
 ER0640;SPC AZ E     -   355,650.      282,830.      MT  (+/- 180 meters Scaled)
 ER0640
 ER0640                          SUPERSEDED SURVEY CONTROL
 ER0640
 ER0640  NGVD 29 (??/??/92) 2102.47   (m)         6897.9    (f) COMPUTED    2 0
 ER0640
 ER0640.Superseded values are not recommended for survey control.
 ER0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0640.See file dsdata.txt to determine how the superseded data were derived.
 ER0640
 ER0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC462860(NAD 83)
 ER0640_MARKER: DB = BENCH MARK DISK
 ER0640_SETTING: 66 = SET IN ROCK OUTCROP
 ER0640_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0640_STAMPING: 69 BKC 1968 6898
 ER0640_MARK LOGO: USGS  
 ER0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0640+STABILITY: POSITION/ELEVATION WELL
 ER0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0640+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0640
 ER0640  HISTORY     - Date     Condition        Report By
 ER0640  HISTORY     - 1968     MONUMENTED       USGS
 ER0640
 ER0640                          STATION DESCRIPTION
 ER0640
 ER0640'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0640'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 9.9 MILES
 ER0640'NORTHWEST ALONG U S HIGHWAY 60, 0.1 MILE WEST OF A ROAD SOUTH TO A
 ER0640'SUBSTATION, 63 FEET NORTH OF THE HIGHWAY, 18 FEET EAST OF A JUNIPER
 ER0640'TREE, 16 FEET SOUTH OF A WITNESS SIGN ON A FENCE, SET IN A ROCK
 ER0640'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0825 ***********************************************************************
 ET0825  DESIGNATION -  69 DOR
 ET0825  PID         -  ET0825
 ET0825  STATE/COUNTY-  AZ/MOHAVE
 ET0825  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0825
 ET0825                         *CURRENT SURVEY CONTROL
 ET0825  ___________________________________________________________________
 ET0825* NAD 83(1986)-  34 42 00.     (N)    113 55 40.     (W)     SCALED    
 ET0825* NAVD 88     -       913.898  (meters)    2998.35   (feet)  ADJUSTED  
 ET0825  ___________________________________________________________________
 ET0825  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0825  DYNAMIC HT  -         912.816 (meters)    2994.80  (feet)  COMP
 ET0825  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 ET0825
 ET0825  VERT ORDER  -  FIRST     CLASS II
 ET0825
 ET0825.The horizontal coordinates were scaled from a topographic map and have
 ET0825.an estimated accuracy of +/- 6 seconds.
 ET0825
 ET0825.The orthometric height was determined by differential leveling
 ET0825.and adjusted by the National Geodetic Survey in June 1991..
 ET0825
 ET0825.The geoid height was determined by GEOID03.
 ET0825
 ET0825.The dynamic height is computed by dividing the NAVD 88
 ET0825.geopotential number by the normal gravity value computed on the
 ET0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0825.degrees latitude (g = 980.6199 gals.).
 ET0825
 ET0825.The modeled gravity was interpolated from observed gravity values.
 ET0825
 ET0825;                    North         East    Units  Estimated Accuracy
 ET0825;SPC AZ W     -   410,320.      197,070.      MT  (+/- 180 meters Scaled)
 ET0825
 ET0825                          SUPERSEDED SURVEY CONTROL
 ET0825
 ET0825.No superseded survey control is available for this station.
 ET0825
 ET0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD318436(NAD 83)
 ET0825_MARKER: DB = BENCH MARK DISK
 ET0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0825_SP_SET: CONCRETE POST
 ET0825_STAMPING: 69 DOR 1966 2996
 ET0825_MARK LOGO: USGS  
 ET0825_PROJECTION: PROJECTING 3 CENTIMETERS
 ET0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0825+STABILITY: SURFACE MOTION
 ET0825
 ET0825  HISTORY     - Date     Condition        Report By
 ET0825  HISTORY     - 1966     MONUMENTED       USGS
 ET0825  HISTORY     - 1981     GOOD             NGS
 ET0825
 ET0825                          STATION DESCRIPTION
 ET0825
 ET0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0825'29.2 KM (18.15 MI) SE FROM YUCCA.
 ET0825'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0825'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 0.25 KM (0.15 MI) SOUTHWEST
 ET0825'ALONG A DIRT ROAD, 16.3 METERS (53.5 FT) EAST OF THE CENTERLINE OF THE
 ET0825'DIRT ROAD.
 ET0825'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 ET0825'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1019 ***********************************************************************
 FR1019  DESIGNATION -  69 EMH
 FR1019  PID         -  FR1019
 FR1019  STATE/COUNTY-  AZ/COCONINO
 FR1019  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1019
 FR1019                         *CURRENT SURVEY CONTROL
 FR1019  ___________________________________________________________________
 FR1019* NAD 83(1986)-  35 29 14.     (N)    112 39 07.     (W)     SCALED    
 FR1019* NAVD 88     -      1807.411  (meters)    5929.81   (feet)  POSTED    
 FR1019  ___________________________________________________________________
 FR1019  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 FR1019  DYNAMIC HT  -        1804.990 (meters)    5921.87  (feet)  COMP
 FR1019  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 FR1019
 FR1019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1019
 FR1019.The horizontal coordinates were scaled from a topographic map and have
 FR1019.an estimated accuracy of +/- 6 seconds.
 FR1019
 FR1019.The orthometric height was determined by differential leveling
 FR1019.and adjusted by the National Geodetic Survey in 1992..
 FR1019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1019.rate of 0.0 thru 1.0 mm/km.
 FR1019
 FR1019.The geoid height was determined by GEOID03.
 FR1019
 FR1019.The dynamic height is computed by dividing the NAVD 88
 FR1019.geopotential number by the normal gravity value computed on the
 FR1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1019.degrees latitude (g = 980.6199 gals.).
 FR1019
 FR1019.The modeled gravity was interpolated from observed gravity values.
 FR1019
 FR1019;                    North         East    Units  Estimated Accuracy
 FR1019;SPC AZ C     -   497,870.      146,640.      MT  (+/- 180 meters Scaled)
 FR1019
 FR1019                          SUPERSEDED SURVEY CONTROL
 FR1019
 FR1019.No superseded survey control is available for this station.
 FR1019
 FR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE501283(NAD 83)
 FR1019_MARKER: DB = BENCH MARK DISK
 FR1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1019_SP_SET: COPPER-CLAD STEEL ROD
 FR1019_STAMPING: 69 EMH 1973 5927
 FR1019_MARK LOGO: USGS  
 FR1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1019
 FR1019  HISTORY     - Date     Condition        Report By
 FR1019  HISTORY     - 1973     MONUMENTED       USGS
 FR1019
 FR1019                          STATION DESCRIPTION
 FR1019
 FR1019'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1019'52.8 KM (32.80 MI) NORTH FROM SELIGMAN.
 FR1019'FROM THE GATE AT SEVEN RANCH, PROCEED 5.5 MILES NORTHWEST ALONG A
 FR1019'DIRT ROAD, 0.5 MILES NORTHWEST OF A DRAIN CROSSING, 0.4 MILES
 FR1019'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD EAST, NEAR THE NORTH END OF
 FR1019'A LARGE FLAT AREA, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 FR1019'ROD DEPTH UNKNOWN.
 FR1019'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0661 ***********************************************************************
 FP0661  DESIGNATION -  69 HLS
 FP0661  PID         -  FP0661
 FP0661  STATE/COUNTY-  AZ/APACHE
 FP0661  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0661
 FP0661                         *CURRENT SURVEY CONTROL
 FP0661  ___________________________________________________________________
 FP0661* NAD 83(1986)-  35 16 05.     (N)    109 26 24.     (W)     SCALED    
 FP0661* NAVD 88     -      1866.091  (meters)    6122.33   (feet)  ADJUSTED  
 FP0661  ___________________________________________________________________
 FP0661  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 FP0661  DYNAMIC HT  -        1863.475 (meters)    6113.75  (feet)  COMP
 FP0661  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 FP0661
 FP0661  VERT ORDER  -  SECOND    CLASS II
 FP0661
 FP0661.The horizontal coordinates were scaled from a topographic map and have
 FP0661.an estimated accuracy of +/- 6 seconds.
 FP0661
 FP0661.The orthometric height was determined by differential leveling
 FP0661.and adjusted by the National Geodetic Survey in June 1991..
 FP0661
 FP0661.The geoid height was determined by GEOID03.
 FP0661
 FP0661.The dynamic height is computed by dividing the NAVD 88
 FP0661.geopotential number by the normal gravity value computed on the
 FP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0661.degrees latitude (g = 980.6199 gals.).
 FP0661
 FP0661.The modeled gravity was interpolated from observed gravity values.
 FP0661
 FP0661;                    North         East    Units  Estimated Accuracy
 FP0661;SPC AZ E     -   473,550.      279,470.      MT  (+/- 180 meters Scaled)
 FP0661
 FP0661                          SUPERSEDED SURVEY CONTROL
 FP0661
 FP0661  NGVD 29 (??/??/92) 1865.17   (m)         6119.3    (f) COMPUTED    2 2
 FP0661
 FP0661.Superseded values are not recommended for survey control.
 FP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0661.See file dsdata.txt to determine how the superseded data were derived.
 FP0661
 FP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE418038(NAD 83)
 FP0661_MARKER: DB = BENCH MARK DISK
 FP0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0661_SP_SET: COPPER-CLAD STEEL ROD
 FP0661_STAMPING: 69 HLS 1970 6119
 FP0661_MARK LOGO: USGS  
 FP0661_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0661+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0661
 FP0661  HISTORY     - Date     Condition        Report By
 FP0661  HISTORY     - 1970     MONUMENTED       USGS
 FP0661
 FP0661                          STATION DESCRIPTION
 FP0661
 FP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0661'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0661'PROCEED 5.4 MILES NORTH ALONG STATE HIGHWAY 63, 45 FEET EAST AND 5
 FP0661'FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A
 FP0661'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0253 ***********************************************************************
 FQ0253  DESIGNATION -  6910.8
 FQ0253  PID         -  FQ0253
 FQ0253  STATE/COUNTY-  AZ/COCONINO
 FQ0253  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0253
 FQ0253                         *CURRENT SURVEY CONTROL
 FQ0253  ___________________________________________________________________
 FQ0253* NAD 83(1986)-  35 09 32.     (N)    111 39 39.     (W)     SCALED    
 FQ0253* NAVD 88     -      2107.392  (meters)    6914.00   (feet)  ADJUSTED  
 FQ0253  ___________________________________________________________________
 FQ0253  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0253  DYNAMIC HT  -        2104.388 (meters)    6904.15  (feet)  COMP
 FQ0253  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 FQ0253
 FQ0253  VERT ORDER  -  FIRST     CLASS II
 FQ0253
 FQ0253.The horizontal coordinates were scaled from a topographic map and have
 FQ0253.an estimated accuracy of +/- 6 seconds.
 FQ0253
 FQ0253.The orthometric height was determined by differential leveling
 FQ0253.and adjusted by the National Geodetic Survey in June 1991..
 FQ0253
 FQ0253.The geoid height was determined by GEOID03.
 FQ0253
 FQ0253.The dynamic height is computed by dividing the NAVD 88
 FQ0253.geopotential number by the normal gravity value computed on the
 FQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0253.degrees latitude (g = 980.6199 gals.).
 FQ0253
 FQ0253.The modeled gravity was interpolated from observed gravity values.
 FQ0253
 FQ0253;                    North         East    Units  Estimated Accuracy
 FQ0253;SPC AZ C     -   461,230.      236,670.      MT  (+/- 180 meters Scaled)
 FQ0253
 FQ0253                          SUPERSEDED SURVEY CONTROL
 FQ0253
 FQ0253  NGVD 29 (??/??/92) 2106.368  (m)         6910.64   (f) ADJ UNCH    1 2
 FQ0253
 FQ0253.Superseded values are not recommended for survey control.
 FQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0253.See file dsdata.txt to determine how the superseded data were derived.
 FQ0253
 FQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD398908(NAD 83)
 FQ0253_MARKER: Z = SEE DESCRIPTION
 FQ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0253_SP_SET: TREE
 FQ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0253
 FQ0253  HISTORY     - Date     Condition        Report By
 FQ0253  HISTORY     - UNK      MONUMENTED       USGS
 FQ0253  HISTORY     - 1933     GOOD             NGS
 FQ0253  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0253
 FQ0253                          STATION DESCRIPTION
 FQ0253
 FQ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0253'3.1 MI S FROM FLAGSTAFF.
 FQ0253'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0253'FLAGSTAFF, COCONINO COUNTY, ABOUT 75 FEET WEST OF THE CENTER LINE OF
 FQ0253'THE OLD HIGHWAY, AND IN THE ROOT OF A PINE TREE PAINTED U.S.B.M.
 FQ0253'6910.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 FQ0253'WASHER.
 FQ0253
 FQ0253                          STATION RECOVERY (2005)
 FQ0253
 FQ0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0253'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0738 ***********************************************************************
 DA0738  DESIGNATION -  693
 DA0738  PID         -  DA0738
 DA0738  STATE/COUNTY-  AZ/MARICOPA
 DA0738  USGS QUAD   -  SENTINEL (1986)
 DA0738
 DA0738                         *CURRENT SURVEY CONTROL
 DA0738  ___________________________________________________________________
 DA0738* NAD 83(1992)-  32 51 26.22202(N)    113 13 06.23038(W)     ADJUSTED  
 DA0738* NAVD 88     -       211.845  (meters)     695.03   (feet)  ADJUSTED  
 DA0738  ___________________________________________________________________
 DA0738  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DA0738  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0738  DYNAMIC HT  -         211.601 (meters)     694.23  (feet)  COMP
 DA0738  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DA0738
 DA0738  HORZ ORDER  -  SECOND
 DA0738  VERT ORDER  -  FIRST     CLASS II
 DA0738
 DA0738.The horizontal coordinates were established by classical geodetic methods
 DA0738.and adjusted by the National Geodetic Survey in August 1993..
 DA0738
 DA0738.The orthometric height was determined by differential leveling
 DA0738.and adjusted by the National Geodetic Survey in June 1991..
 DA0738
 DA0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0738
 DA0738.The geoid height was determined by GEOID03.
 DA0738
 DA0738.The dynamic height is computed by dividing the NAVD 88
 DA0738.geopotential number by the normal gravity value computed on the
 DA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0738.degrees latitude (g = 980.6199 gals.).
 DA0738
 DA0738.The modeled gravity was interpolated from observed gravity values.
 DA0738
 DA0738;                    North         East     Units Scale Factor Converg.
 DA0738;SPC AZ C     -   206,676.449    91,521.449   MT  1.00008298   -0 42 22.8
 DA0738;SPC AZ C     -   678,072.34    300,267.22   iFT  1.00008298   -0 42 22.8
 DA0738;SPC AZ W     -   206,057.556   263,116.786   MT  0.99996385   +0 17 18.3
 DA0738;SPC AZ W     -   676,041.85    863,244.05   iFT  0.99996385   +0 17 18.3
 DA0738;UTM  12      - 3,637,646.622   292,412.073   MT  1.00013138   -1 12 14.5
 DA0738
 DA0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0738!SPC AZ C     -   0.99997174  x   1.00008298  =   1.00005472
 DA0738!SPC AZ W     -   0.99997174  x   0.99996385  =   0.99993559
 DA0738!UTM  12      -   0.99997174  x   1.00013138  =   1.00010312
 DA0738
 DA0738                          SUPERSEDED SURVEY CONTROL
 DA0738
 DA0738  NAD 83(1986)-  32 51 26.21651(N)    113 13 06.23655(W) AD(       ) 2
 DA0738  NAD 27      -  32 51 26.03976(N)    113 13 03.57643(W) AD(       ) 2
 DA0738  NGVD 29 (??/??/92)  211.242  (m)          693.05   (f) ADJ UNCH    1 2
 DA0738
 DA0738.Superseded values are not recommended for survey control.
 DA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0738.See file dsdata.txt to determine how the superseded data were derived.
 DA0738
 DA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9241237647(NAD 83)
 DA0738_MARKER: DD = SURVEY DISK
 DA0738_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0738+WITH SETTING: INTO GROUND
 DA0738_MARK LOGO: USGS  
 DA0738_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0738+STABILITY: SURFACE MOTION
 DA0738
 DA0738  HISTORY     - Date     Condition        Report By
 DA0738  HISTORY     - 1960     MONUMENTED       USGS
 DA0738  HISTORY     - 1962     GOOD             NGS
 DA0738  HISTORY     - 1980     GOOD             NGS
 DA0738  HISTORY     - 1980     GOOD             NGS
 DA0738  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0738  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0738
 DA0738                          STATION DESCRIPTION
 DA0738
 DA0738'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DA0738'STATION MARK IS A STANDARD USGS BENCH MARK
 DA0738'DISK FIXED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 4 INCHES.
 DA0738'IT IS 7-1/2 POLES WEST OF RAILROAD MILEPOST 826, 84.5 FEET
 DA0738'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD
 DA0738'AND 2 FEET EAST OF A WOODEN WITNESS POST.
 DA0738'
 DA0738'STATION SENTINAL IS 0.4 MILE WEST OF THE SENTINEL POST OFFICE, 0.4
 DA0738'MILE EAST OF HIGHWAY MILEPOST 84, 86.5 FEET SOUTH OF THE CENTER
 DA0738'LINE OF U.S. HIGHWAY 80 AND 6.5 FEET SOUTHEAST OF A METAL
 DA0738'WITNESS POST WITH SIGN ATTACHED.
 DA0738
 DA0738                          STATION RECOVERY (1962)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA0738'0.45 MI W FROM SENTINEL.
 DA0738'ABOUT 0.45 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'WATER TANK AT SENTINEL, 7 1/2 POLES WEST OF MILEPOST NUMBER 826, 82
 DA0738'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, ON THE SOUTHWEST SLOPE
 DA0738'OF A SMALL ROCKY KNOLL, 177.3 FEET WEST-SOUTHWEST OF SENTINEL R.M. 1,
 DA0738'71 FEET SOUTH OF A FENCE LINE, 2.0 FEET EAST OF A WOODEN WITNESS POST,
 DA0738'AND RIVETED ON TOP OF A 3 1/2-INCH METAL PIPE WHICH PROJECTS 4 INCHES.
 DA0738
 DA0738                          STATION RECOVERY (1980)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0738'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0738'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 25.0 METERS (82.0 FT) NORTH
 DA0738'OF THE NORTH RAIL, 53.9 METERS (177 FT) WEST OF TRIANGULATION STATION
 DA0738'SENTINEL RM 1, 21.6 METERS (71.0 FT) SOUTH OF THE SOUTHEAST HIGHWAY
 DA0738'RIGHT-OF-WAY FENCE.
 DA0738'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0738'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0738
 DA0738                          STATION RECOVERY (1980)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0738'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0738'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 25.0 METERS (82.0 FT) NORTH
 DA0738'OF THE NORTH RAIL, 53.9 METERS (177 FT) WEST OF TRIANGULATION STATION
 DA0738'SENTINEL RM 1, 21.6 METERS (71.0 FT) SOUTH OF THE SOUTHEAST HIGHWAY
 DA0738'RIGHT-OF-WAY FENCE.
 DA0738'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0738'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0738
 DA0738                          STATION RECOVERY (2006)
 DA0738
 DA0738'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0738'MARK NOT FOUND.  NO WITNESS POST.  NO METAL POST.
 DA0738
 DA0738                          STATION RECOVERY (2006)
 DA0738
 DA0738'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0079 ***********************************************************************
 FR0079  DESIGNATION -  6930
 FR0079  PID         -  FR0079
 FR0079  STATE/COUNTY-  AZ/COCONINO
 FR0079  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0079
 FR0079                         *CURRENT SURVEY CONTROL
 FR0079  ___________________________________________________________________
 FR0079* NAD 83(1986)-  35 14 29.     (N)    112 07 38.     (W)     SCALED    
 FR0079* NAVD 88     -      2112.908  (meters)    6932.10   (feet)  POSTED    
 FR0079  ___________________________________________________________________
 FR0079  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0079  DYNAMIC HT  -        2109.920 (meters)    6922.30  (feet)  COMP
 FR0079  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 FR0079
 FR0079  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0079
 FR0079.The horizontal coordinates were scaled from a topographic map and have
 FR0079.an estimated accuracy of +/- 6 seconds.
 FR0079
 FR0079.The orthometric height was determined by differential leveling
 FR0079.and adjusted by the National Geodetic Survey in 1992..
 FR0079.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0079.rate of 1.1 thru 2.0 mm/km.
 FR0079
 FR0079.The geoid height was determined by GEOID03.
 FR0079
 FR0079.The dynamic height is computed by dividing the NAVD 88
 FR0079.geopotential number by the normal gravity value computed on the
 FR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0079.degrees latitude (g = 980.6199 gals.).
 FR0079
 FR0079.The modeled gravity was interpolated from observed gravity values.
 FR0079
 FR0079;                    North         East    Units  Estimated Accuracy
 FR0079;SPC AZ C     -   470,370.      194,200.      MT  (+/- 180 meters Scaled)
 FR0079
 FR0079                          SUPERSEDED SURVEY CONTROL
 FR0079
 FR0079  NGVD 29 (??/??/92) 2111.896  (m)         6928.78   (f) ADJ UNCH    1 2
 FR0079
 FR0079.Superseded values are not recommended for survey control.
 FR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0079.See file dsdata.txt to determine how the superseded data were derived.
 FR0079
 FR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE974003(NAD 83)
 FR0079_MARKER: Q = CHISELED SQUARE
 FR0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0079_SP_SET: ABUTMENT
 FR0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0079
 FR0079  HISTORY     - Date     Condition        Report By
 FR0079  HISTORY     - UNK      MONUMENTED       USGS
 FR0079  HISTORY     - 1935     GOOD             NGS
 FR0079
 FR0079                          STATION DESCRIPTION
 FR0079
 FR0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0079'4.0 MI E FROM WILLIAMS.
 FR0079'4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0079'STATION AT WILLIAMS, COCONINO COUNTY, 5-1/2 POLES EAST OF MILEAGE POLE
 FR0079'374-1/2, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF STEEL
 FR0079'GIRDER BRIDGE A 375, 1.8 FEET FROM THE FACE, 2.0 FEET FROM THE END OF
 FR0079'THE COPING STONE, AND 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FR0079'TRACK.  THE BOTTOM OF A SQUARE HOLE, LETTERED U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0788 ***********************************************************************
 DA0788  DESIGNATION -  693.98
 DA0788  PID         -  DA0788
 DA0788  STATE/COUNTY-  AZ/MARICOPA
 DA0788  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0788
 DA0788                         *CURRENT SURVEY CONTROL
 DA0788  ___________________________________________________________________
 DA0788* NAD 83(1986)-  32 32 20.     (N)    113 16 25.     (W)     SCALED    
 DA0788* NAVD 88     -       212.10   (+/-2cm)     695.9    (feet)  VERTCON   
 DA0788  ___________________________________________________________________
 DA0788  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0788
 DA0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0788
 DA0788.The horizontal coordinates were scaled from a topographic map and have
 DA0788.an estimated accuracy of +/- 6 seconds.
 DA0788
 DA0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0788.The vertical order pertains to the NGVD 29 superseded value.
 DA0788
 DA0788.The geoid height was determined by GEOID03.
 DA0788
 DA0788;                    North         East    Units  Estimated Accuracy
 DA0788;SPC AZ C     -   171,430.       85,900.      MT  (+/- 180 meters Scaled)
 DA0788
 DA0788                          SUPERSEDED SURVEY CONTROL
 DA0788
 DA0788  NGVD 29 (??/??/92)  211.474  (m)          693.81   (f) ADJ UNCH    2 0
 DA0788
 DA0788.Superseded values are not recommended for survey control.
 DA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0788.See file dsdata.txt to determine how the superseded data were derived.
 DA0788
 DA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864024(NAD 83)
 DA0788_MARKER: DD = SURVEY DISK
 DA0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0788+STABILITY: SURFACE MOTION
 DA0788
 DA0788  HISTORY     - Date     Condition        Report By
 DA0788  HISTORY     - UNK      MONUMENTED       USGS
 DA0788  HISTORY     - 1962     GOOD             NGS
 DA0788
 DA0788                          STATION DESCRIPTION
 DA0788
 DA0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0788'2.7 MI N FROM TONY TANK.
 DA0788'ABOUT 2.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0788'TONY TANK, 2.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0788'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 1.0 MILES NORTH OF A
 DA0788'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0788'NUMBERED 36, 55 FEET EAST OF BENCH MARK E 353, 28 FEET EAST OF THE
 DA0788'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND A BOLT SET IN
 DA0788'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0078 ***********************************************************************
 FR0078  DESIGNATION -  6952
 FR0078  PID         -  FR0078
 FR0078  STATE/COUNTY-  AZ/COCONINO
 FR0078  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0078
 FR0078                         *CURRENT SURVEY CONTROL
 FR0078  ___________________________________________________________________
 FR0078* NAD 83(1986)-  35 14 43.     (N)    112 08 28.     (W)     SCALED    
 FR0078* NAVD 88     -      2119.538  (meters)    6953.85   (feet)  POSTED    
 FR0078  ___________________________________________________________________
 FR0078  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FR0078  DYNAMIC HT  -        2116.540 (meters)    6944.02  (feet)  COMP
 FR0078  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 FR0078
 FR0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0078
 FR0078.The horizontal coordinates were scaled from a topographic map and have
 FR0078.an estimated accuracy of +/- 6 seconds.
 FR0078
 FR0078.The orthometric height was determined by differential leveling
 FR0078.and adjusted by the National Geodetic Survey in 1992..
 FR0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0078.rate of 0.0 thru 1.0 mm/km.
 FR0078
 FR0078.The geoid height was determined by GEOID03.
 FR0078
 FR0078.The dynamic height is computed by dividing the NAVD 88
 FR0078.geopotential number by the normal gravity value computed on the
 FR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0078.degrees latitude (g = 980.6199 gals.).
 FR0078
 FR0078.The modeled gravity was interpolated from observed gravity values.
 FR0078
 FR0078;                    North         East    Units  Estimated Accuracy
 FR0078;SPC AZ C     -   470,810.      192,930.      MT  (+/- 180 meters Scaled)
 FR0078
 FR0078                          SUPERSEDED SURVEY CONTROL
 FR0078
 FR0078  NGVD 29 (??/??/92) 2118.53   (m)         6950.5    (f) COMPUTED    1 2
 FR0078
 FR0078.Superseded values are not recommended for survey control.
 FR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0078.See file dsdata.txt to determine how the superseded data were derived.
 FR0078
 FR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE961008(NAD 83)
 FR0078_MARKER: DB = BENCH MARK DISK
 FR0078_SETTING: 66 = SET IN ROCK OUTCROP
 FR0078_SP_SET: LAVA ROCK
 FR0078_STAMPING: 6950.511 1907
 FR0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0078+STABILITY: POSITION/ELEVATION WELL
 FR0078
 FR0078  HISTORY     - Date     Condition        Report By
 FR0078  HISTORY     - 1907     MONUMENTED       USGS
 FR0078  HISTORY     - 1935     GOOD             NGS
 FR0078  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0078
 FR0078                          STATION DESCRIPTION
 FR0078
 FR0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0078'3.2 MI E FROM WILLIAMS.
 FR0078'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0078'THE STATION AT WILLIAMS, COCONINO COUNTY, 61 FEET NORTHWEST OF
 FR0078'MILEPOST 375, 64 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT THE
 FR0078'NORTH BASE OF A BANK, 11-1/2 FEET SOUTH OF A FENCE, AND IN THE TOP OF
 FR0078'A RED LAVA ROCK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FR0078'6950.511 1907.
 FR0078
 FR0078                          STATION RECOVERY (1982)
 FR0078
 FR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0207 ***********************************************************************
 ER0207  DESIGNATION -  6959.07
 ER0207  PID         -  ER0207
 ER0207  STATE/COUNTY-  AZ/APACHE
 ER0207  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0207
 ER0207                         *CURRENT SURVEY CONTROL
 ER0207  ___________________________________________________________________
 ER0207* NAD 83(1986)-  34 08 11.     (N)    109 16 13.     (W)     SCALED    
 ER0207* NAVD 88     -      2124.105  (meters)    6968.83   (feet)  ADJUSTED  
 ER0207  ___________________________________________________________________
 ER0207  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0207  DYNAMIC HT  -        2120.812 (meters)    6958.03  (feet)  COMP
 ER0207  MODELED GRAV-     979,009.6   (mgal)                       NAVD 88
 ER0207
 ER0207  VERT ORDER  -  SECOND    CLASS 0
 ER0207
 ER0207.The horizontal coordinates were scaled from a topographic map and have
 ER0207.an estimated accuracy of +/- 6 seconds.
 ER0207
 ER0207.The orthometric height was determined by differential leveling
 ER0207.and adjusted by the National Geodetic Survey in June 1991..
 ER0207
 ER0207.The geoid height was determined by GEOID03.
 ER0207
 ER0207.The dynamic height is computed by dividing the NAVD 88
 ER0207.geopotential number by the normal gravity value computed on the
 ER0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0207.degrees latitude (g = 980.6199 gals.).
 ER0207
 ER0207.The modeled gravity was interpolated from observed gravity values.
 ER0207
 ER0207;                    North         East    Units  Estimated Accuracy
 ER0207;SPC AZ E     -   348,140.      296,030.      MT  (+/- 180 meters Scaled)
 ER0207
 ER0207                          SUPERSEDED SURVEY CONTROL
 ER0207
 ER0207  NGVD 29 (??/??/92) 2123.156  (m)         6965.72   (f) ADJ UNCH    2 0
 ER0207
 ER0207.Superseded values are not recommended for survey control.
 ER0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0207.See file dsdata.txt to determine how the superseded data were derived.
 ER0207
 ER0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC594786(NAD 83)
 ER0207_MARKER: DD = SURVEY DISK
 ER0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0207_SP_SET: CULVERT
 ER0207_STAMPING: EL 6959.07 44+78 1930
 ER0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0207
 ER0207  HISTORY     - Date     Condition        Report By
 ER0207  HISTORY     - 1930     MONUMENTED       AZHD
 ER0207  HISTORY     - 1934     GOOD             NGS
 ER0207
 ER0207                          STATION DESCRIPTION
 ER0207
 ER0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0207'1.0 MI E FROM SPRINGERVILLE.
 ER0207'ON US HWY NO. 60, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN
 ER0207'THE EAST END OF A CONCRETE HEADWALL FOR A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0184 ***********************************************************************
 ER0184  DESIGNATION -  696+46.90
 ER0184  PID         -  ER0184
 ER0184  STATE/COUNTY-  AZ/APACHE
 ER0184  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0184
 ER0184                         *CURRENT SURVEY CONTROL
 ER0184  ___________________________________________________________________
 ER0184* NAD 83(1986)-  34 30 22.     (N)    109 23 20.     (W)     SCALED    
 ER0184* NAVD 88     -      1754.393  (meters)    5755.87   (feet)  ADJUSTED  
 ER0184  ___________________________________________________________________
 ER0184  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 ER0184  DYNAMIC HT  -        1751.888 (meters)    5747.65  (feet)  COMP
 ER0184  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 ER0184
 ER0184  VERT ORDER  -  SECOND    CLASS 0
 ER0184
 ER0184.The horizontal coordinates were scaled from a topographic map and have
 ER0184.an estimated accuracy of +/- 6 seconds.
 ER0184
 ER0184.The orthometric height was determined by differential leveling
 ER0184.and adjusted by the National Geodetic Survey in June 1991..
 ER0184
 ER0184.The geoid height was determined by GEOID03.
 ER0184
 ER0184.The dynamic height is computed by dividing the NAVD 88
 ER0184.geopotential number by the normal gravity value computed on the
 ER0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0184.degrees latitude (g = 980.6199 gals.).
 ER0184
 ER0184.The modeled gravity was interpolated from observed gravity values.
 ER0184
 ER0184;                    North         East    Units  Estimated Accuracy
 ER0184;SPC AZ E     -   389,060.      284,780.      MT  (+/- 180 meters Scaled)
 ER0184
 ER0184                          SUPERSEDED SURVEY CONTROL
 ER0184
 ER0184  NGVD 29 (??/??/92) 1753.568  (m)         5753.16   (f) ADJ UNCH    2 0
 ER0184
 ER0184.Superseded values are not recommended for survey control.
 ER0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0184.See file dsdata.txt to determine how the superseded data were derived.
 ER0184
 ER0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD479194(NAD 83)
 ER0184_MARKER: DD = SURVEY DISK
 ER0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0184_SP_SET: BRIDGE
 ER0184_STAMPING: STA 696+46.90 ELEV 1034.01 1932
 ER0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0184
 ER0184  HISTORY     - Date     Condition        Report By
 ER0184  HISTORY     - 1932     MONUMENTED       AZHD
 ER0184  HISTORY     - 1972     POOR             USGS
 ER0184
 ER0184                          STATION DESCRIPTION
 ER0184
 ER0184'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0184'1.3 MI W FROM ST JOHNS.
 ER0184'1.3 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0184'JOHNS, APACHE COUNTY, 36 FEET NORTH OF THE GATE TO A FIELD, IN THE
 ER0184'CENTER OF THE TOP OF THE SOUTH IRRIGATION HEADWALL OF A BRIDGE, AND 16
 ER0184'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA HIGHWAY
 ER0184'DEPARTMENT STANDARD DISK, STAMPED STA 696+46.90 ELEV 1034.01 1932.
 ER0184'NOTE-- THIS MARK WAS PREVIOUSLY DESIGNATED 1034.01 (ASHD).
 ER0184
 ER0184                          STATION RECOVERY (1972)
 ER0184
 ER0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0184'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0341 ***********************************************************************
 FS0341  DESIGNATION -  697+80
 FS0341  PID         -  FS0341
 FS0341  STATE/COUNTY-  AZ/MOHAVE
 FS0341  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0341
 FS0341                         *CURRENT SURVEY CONTROL
 FS0341  ___________________________________________________________________
 FS0341* NAD 83(1986)-  35 31 56.     (N)    114 21 17.     (W)     SCALED    
 FS0341* NAVD 88     -       902.416  (meters)    2960.68   (feet)  POSTED    
 FS0341  ___________________________________________________________________
 FS0341  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0341  DYNAMIC HT  -         901.380 (meters)    2957.28  (feet)  COMP
 FS0341  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 FS0341
 FS0341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0341
 FS0341.The horizontal coordinates were scaled from a topographic map and have
 FS0341.an estimated accuracy of +/- 6 seconds.
 FS0341
 FS0341.The orthometric height was determined by differential leveling
 FS0341.and adjusted by the National Geodetic Survey in 1992..
 FS0341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0341.rate of 1.1 thru 2.0 mm/km.
 FS0341
 FS0341.The geoid height was determined by GEOID03.
 FS0341
 FS0341.The dynamic height is computed by dividing the NAVD 88
 FS0341.geopotential number by the normal gravity value computed on the
 FS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0341.degrees latitude (g = 980.6199 gals.).
 FS0341
 FS0341.The modeled gravity was interpolated from observed gravity values.
 FS0341
 FS0341;                    North         East    Units  Estimated Accuracy
 FS0341;SPC AZ W     -   502,800.      158,520.      MT  (+/- 180 meters Scaled)
 FS0341
 FS0341                          SUPERSEDED SURVEY CONTROL
 FS0341
 FS0341  NGVD 29 (??/??/92)  901.643  (m)         2958.14   (f) ADJ UNCH    1 1
 FS0341
 FS0341.Superseded values are not recommended for survey control.
 FS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0341.See file dsdata.txt to determine how the superseded data were derived.
 FS0341
 FS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398352(NAD 83)
 FS0341_MARKER: DD = SURVEY DISK
 FS0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0341_SP_SET: CULVERT
 FS0341_STAMPING: 697+80 2958.73 1935
 FS0341_MARK LOGO: AZHD  
 FS0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0341
 FS0341  HISTORY     - Date     Condition        Report By
 FS0341  HISTORY     - 1935     MONUMENTED       AZHD
 FS0341  HISTORY     - 1949     GOOD             NGS
 FS0341  HISTORY     - 1982     GOOD             NGS
 FS0341  HISTORY     - 19870209 MARK NOT FOUND   USPSQD
 FS0341
 FS0341                          STATION DESCRIPTION
 FS0341
 FS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0341'10.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0341'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0341'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 100 YARDS NORTHWEST
 FS0341'OF MILEPOST 42, ABOUT 0.1 MILE SOUTHEAST OF THE T JUNCTION OF A
 FS0341'DIRT ROAD LEADING NORTHEAST TO PIERCES FERRY, AT A 30-INCH CORRUGATED
 FS0341'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0341'SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST OF THE CENTER
 FS0341'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0341
 FS0341                          STATION RECOVERY (1982)
 FS0341
 FS0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0341'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0341
 FS0341                          STATION RECOVERY (1987)
 FS0341
 FS0341'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0250 ***********************************************************************
 FQ0250  DESIGNATION -  6999.3
 FQ0250  PID         -  FQ0250
 FQ0250  STATE/COUNTY-  AZ/COCONINO
 FQ0250  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0250
 FQ0250                         *CURRENT SURVEY CONTROL
 FQ0250  ___________________________________________________________________
 FQ0250* NAD 83(1986)-  35 08 11.     (N)    111 40 42.     (W)     SCALED    
 FQ0250* NAVD 88     -      2134.415  (meters)    7002.66   (feet)  ADJUSTED  
 FQ0250  ___________________________________________________________________
 FQ0250  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0250  DYNAMIC HT  -        2131.366 (meters)    6992.66  (feet)  COMP
 FQ0250  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 FQ0250
 FQ0250  VERT ORDER  -  FIRST     CLASS II
 FQ0250
 FQ0250.The horizontal coordinates were scaled from a topographic map and have
 FQ0250.an estimated accuracy of +/- 6 seconds.
 FQ0250
 FQ0250.The orthometric height was determined by differential leveling
 FQ0250.and adjusted by the National Geodetic Survey in June 1991..
 FQ0250
 FQ0250.The geoid height was determined by GEOID03.
 FQ0250
 FQ0250.The dynamic height is computed by dividing the NAVD 88
 FQ0250.geopotential number by the normal gravity value computed on the
 FQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0250.degrees latitude (g = 980.6199 gals.).
 FQ0250
 FQ0250.The modeled gravity was interpolated from observed gravity values.
 FQ0250
 FQ0250;                    North         East    Units  Estimated Accuracy
 FQ0250;SPC AZ C     -   458,730.      235,080.      MT  (+/- 180 meters Scaled)
 FQ0250
 FQ0250                          SUPERSEDED SURVEY CONTROL
 FQ0250
 FQ0250  NGVD 29 (??/??/92) 2133.386  (m)         6999.28   (f) ADJ UNCH    1 2
 FQ0250
 FQ0250.Superseded values are not recommended for survey control.
 FQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0250.See file dsdata.txt to determine how the superseded data were derived.
 FQ0250
 FQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD382883(NAD 83)
 FQ0250_MARKER: Z = SEE DESCRIPTION
 FQ0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0250_SP_SET: TREE
 FQ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0250
 FQ0250  HISTORY     - Date     Condition        Report By
 FQ0250  HISTORY     - UNK      MONUMENTED       USGS
 FQ0250  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0250
 FQ0250                          STATION DESCRIPTION
 FQ0250
 FQ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0250'5.3 MI S FROM FLAGSTAFF.
 FQ0250'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0250'FLAGSTAFF, COCONINO COUNTY, AT THE TOP OF A HILL, 40 FEET WEST OF THE
 FQ0250'CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A PINE TREE PAINTED
 FQ0250'U.S.B.M. 6999.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 FQ0250'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1598 ***********************************************************************
 DV1598  DESIGNATION -  7 A
 DV1598  PID         -  DV1598
 DV1598  STATE/COUNTY-  AZ/LA PAZ
 DV1598  USGS QUAD   -  BEAR HILLS (1990)
 DV1598
 DV1598                         *CURRENT SURVEY CONTROL
 DV1598  ___________________________________________________________________
 DV1598* NAD 83(1986)-  33 38 50.     (N)    113 53 53.     (W)     SCALED    
 DV1598* NAVD 88     -       408.56   (+/-2cm)    1340.4    (feet)  VERTCON   
 DV1598  ___________________________________________________________________
 DV1598  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1598
 DV1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1598
 DV1598.The horizontal coordinates were scaled from a topographic map and have
 DV1598.an estimated accuracy of +/- 6 seconds.
 DV1598
 DV1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1598.The vertical order pertains to the NGVD 29 superseded value.
 DV1598
 DV1598.The geoid height was determined by GEOID03.
 DV1598
 DV1598;                    North         East    Units  Estimated Accuracy
 DV1598;SPC AZ W     -   293,550.      199,630.      MT  (+/- 180 meters Scaled)
 DV1598
 DV1598                          SUPERSEDED SURVEY CONTROL
 DV1598
 DV1598  NGVD 29 (??/??/92)  407.874  (m)         1338.17   (f) ADJ UNCH    2 0
 DV1598
 DV1598.Superseded values are not recommended for survey control.
 DV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1598.See file dsdata.txt to determine how the superseded data were derived.
 DV1598
 DV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC312268(NAD 83)
 DV1598_MARKER: DD = SURVEY DISK
 DV1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1598_STAMPING: 7 A 1962
 DV1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1598+STABILITY: SURFACE MOTION
 DV1598
 DV1598  HISTORY     - Date     Condition        Report By
 DV1598  HISTORY     - 1962     MONUMENTED       AZHD
 DV1598
 DV1598                          STATION DESCRIPTION
 DV1598
 DV1598'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1598'6.25 MI SE FROM BRENDA.
 DV1598'0.4 MILE EAST-SOUTHEAST OF X 395 7, AN ARIZONA HIGHWAY DEPARTMENT
 DV1598'DISK, STAMPED 7 A 1962, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV1598'THE GROUND, IN THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY
 DV1598'10, 2.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1105 ***********************************************************************
 DV1105  DESIGNATION -  7 D
 DV1105  PID         -  DV1105
 DV1105  STATE/COUNTY-  AZ/LA PAZ
 DV1105  USGS QUAD   -  VICKSBURG (1990)
 DV1105
 DV1105                         *CURRENT SURVEY CONTROL
 DV1105  ___________________________________________________________________
 DV1105* NAD 83(1986)-  33 37 50.     (N)    113 46 02.     (W)     SCALED    
 DV1105* NAVD 88     -       366.46   (+/-2cm)    1202.3    (feet)  VERTCON   
 DV1105  ___________________________________________________________________
 DV1105  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1105
 DV1105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1105
 DV1105.The horizontal coordinates were scaled from a topographic map and have
 DV1105.an estimated accuracy of +/- 6 seconds.
 DV1105
 DV1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1105.The vertical order pertains to the NGVD 29 superseded value.
 DV1105
 DV1105.The geoid height was determined by GEOID03.
 DV1105
 DV1105;                    North         East    Units  Estimated Accuracy
 DV1105;SPC AZ W     -   291,690.      211,760.      MT  (+/- 180 meters Scaled)
 DV1105
 DV1105                          SUPERSEDED SURVEY CONTROL
 DV1105
 DV1105  NGVD 29 (??/??/92)  365.795  (m)         1200.11   (f) ADJ UNCH    2 0
 DV1105
 DV1105.Superseded values are not recommended for survey control.
 DV1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1105.See file dsdata.txt to determine how the superseded data were derived.
 DV1105
 DV1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC433246(NAD 83)
 DV1105_MARKER: DD = SURVEY DISK
 DV1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1105_STAMPING: 7 D 1200 1951
 DV1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1105+STABILITY: SURFACE MOTION
 DV1105
 DV1105  HISTORY     - Date     Condition        Report By
 DV1105  HISTORY     - 1951     MONUMENTED       USGS
 DV1105  HISTORY     - 1962     GOOD             NGS
 DV1105
 DV1105                          STATION DESCRIPTION
 DV1105
 DV1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1105'9.7 MI SW FROM HOPE.
 DV1105'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1105'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, 55
 DV1105'FEET WEST OF THE CENTER OF THE ROAD, 0.5 FOOT SOUTHEAST OF A WOODEN
 DV1105'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0765 ***********************************************************************
 FQ0765  DESIGNATION -  7 HLS
 FQ0765  PID         -  FQ0765
 FQ0765  STATE/COUNTY-  AZ/NAVAJO
 FQ0765  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0765
 FQ0765                         *CURRENT SURVEY CONTROL
 FQ0765  ___________________________________________________________________
 FQ0765* NAD 83(1986)-  35 03 48.     (N)    110 21 22.     (W)     SCALED    
 FQ0765* NAVD 88     -      1557.920  (meters)    5111.28   (feet)  ADJUSTED  
 FQ0765  ___________________________________________________________________
 FQ0765  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0765  DYNAMIC HT  -        1555.833 (meters)    5104.43  (feet)  COMP
 FQ0765  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FQ0765
 FQ0765  VERT ORDER  -  THIRD
 FQ0765
 FQ0765.The horizontal coordinates were scaled from a topographic map and have
 FQ0765.an estimated accuracy of +/- 6 seconds.
 FQ0765
 FQ0765.The orthometric height was determined by differential leveling
 FQ0765.and adjusted by the National Geodetic Survey in June 1991..
 FQ0765
 FQ0765.The geoid height was determined by GEOID03.
 FQ0765
 FQ0765.The dynamic height is computed by dividing the NAVD 88
 FQ0765.geopotential number by the normal gravity value computed on the
 FQ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0765.degrees latitude (g = 980.6199 gals.).
 FQ0765
 FQ0765.The modeled gravity was interpolated from observed gravity values.
 FQ0765
 FQ0765;                    North         East    Units  Estimated Accuracy
 FQ0765;SPC AZ E     -   450,620.      196,080.      MT  (+/- 180 meters Scaled)
 FQ0765
 FQ0765                          SUPERSEDED SURVEY CONTROL
 FQ0765
 FQ0765  NGVD 29 (??/??/92) 1557.14   (m)         5108.7    (f) COMPUTED    3 0
 FQ0765
 FQ0765.Superseded values are not recommended for survey control.
 FQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0765.See file dsdata.txt to determine how the superseded data were derived.
 FQ0765
 FQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD587802(NAD 83)
 FQ0765_MARKER: DB = BENCH MARK DISK
 FQ0765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0765_SP_SET: COPPER-CLAD STEEL ROD
 FQ0765_STAMPING: 7 HLS 1970 5109
 FQ0765_MARK LOGO: USGS  
 FQ0765_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0765+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0765
 FQ0765  HISTORY     - Date     Condition        Report By
 FQ0765  HISTORY     - 1970     MONUMENTED       USGS
 FQ0765
 FQ0765                          STATION DESCRIPTION
 FQ0765
 FQ0765'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0765'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0765'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0765'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 1.9 MILES
 FQ0765'NORTHEAST ALONG THE ROAD, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FQ0765'2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0765'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0867 ***********************************************************************
 FQ0867  DESIGNATION -  7 JRH
 FQ0867  PID         -  FQ0867
 FQ0867  STATE/COUNTY-  AZ/COCONINO
 FQ0867  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0867
 FQ0867                         *CURRENT SURVEY CONTROL
 FQ0867  ___________________________________________________________________
 FQ0867* NAD 83(1986)-  35 40 18.     (N)    111 43 45.     (W)     SCALED    
 FQ0867* NAVD 88     -      1846.659  (meters)    6058.58   (feet)  POSTED    
 FQ0867  ___________________________________________________________________
 FQ0867  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0867  DYNAMIC HT  -        1844.210 (meters)    6050.55  (feet)  COMP
 FQ0867  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 FQ0867
 FQ0867  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0867
 FQ0867.The horizontal coordinates were scaled from a topographic map and have
 FQ0867.an estimated accuracy of +/- 6 seconds.
 FQ0867
 FQ0867.The orthometric height was determined by differential leveling
 FQ0867.and adjusted by the National Geodetic Survey in 1992..
 FQ0867.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0867.rate of 0.0 thru 1.0 mm/km.
 FQ0867
 FQ0867.The geoid height was determined by GEOID03.
 FQ0867
 FQ0867.The dynamic height is computed by dividing the NAVD 88
 FQ0867.geopotential number by the normal gravity value computed on the
 FQ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0867.degrees latitude (g = 980.6199 gals.).
 FQ0867
 FQ0867.The modeled gravity was interpolated from observed gravity values.
 FQ0867
 FQ0867;                    North         East    Units  Estimated Accuracy
 FQ0867;SPC AZ C     -   518,100.      230,330.      MT  (+/- 180 meters Scaled)
 FQ0867
 FQ0867                          SUPERSEDED SURVEY CONTROL
 FQ0867
 FQ0867.No superseded survey control is available for this station.
 FQ0867
 FQ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE340477(NAD 83)
 FQ0867_MARKER: DB = BENCH MARK DISK
 FQ0867_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0867_SP_SET: ROCK OUTCROP
 FQ0867_STAMPING: 7 JRH 1959 6056
 FQ0867_MARK LOGO: USGS  
 FQ0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0867+STABILITY: POSITION/ELEVATION WELL
 FQ0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0867+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0867
 FQ0867  HISTORY     - Date     Condition        Report By
 FQ0867  HISTORY     - 1959     MONUMENTED       USGS
 FQ0867
 FQ0867                          STATION DESCRIPTION
 FQ0867
 FQ0867'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0867'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0867'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0867'LOOKOUT TOWER, PROCEED 26.6 MILES SOUTH TO A ROAD FORK, 5.7 MILES
 FQ0867'SOUTHEAST OF LOCKWOOD TANK, 5.8 MILES NORTHEAST OF TUB RANCH, 184
 FQ0867'FEET SOUTH OF EL PASO NATURAL GAS PIPELINE, 93 FEET EAST OF CENTER OF
 FQ0867'THE ROAD AT A GATE, 18 FEET WEST OF SECTION CORNER 34 35 2 T26-27N
 FQ0867'R6E, 2 FEET SOUTH OF A FENCE, SET IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0292 ***********************************************************************
 DV0292  DESIGNATION -  7 LUKE FIELD
 DV0292  PID         -  DV0292
 DV0292  STATE/COUNTY-  AZ/MARICOPA
 DV0292  USGS QUAD   -  EL MIRAGE (1982)
 DV0292
 DV0292                         *CURRENT SURVEY CONTROL
 DV0292  ___________________________________________________________________
 DV0292* NAD 83(1986)-  33 32 30.     (N)    112 21 59.     (W)     SCALED    
 DV0292* NAVD 88     -       332.47   (+/-2cm)    1090.8    (feet)  VERTCON   
 DV0292  ___________________________________________________________________
 DV0292  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0292
 DV0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0292
 DV0292.The horizontal coordinates were scaled from a topographic map and have
 DV0292.an estimated accuracy of +/- 6 seconds.
 DV0292
 DV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0292.The vertical order pertains to the NGVD 29 superseded value.
 DV0292
 DV0292.The geoid height was determined by GEOID03.
 DV0292
 DV0292;                    North         East    Units  Estimated Accuracy
 DV0292;SPC AZ C     -   281,910.      171,600.      MT  (+/- 180 meters Scaled)
 DV0292
 DV0292                          SUPERSEDED SURVEY CONTROL
 DV0292
 DV0292  NGVD 29 (??/??/92)  331.927  (m)         1089.00   (f) ADJ UNCH    2 0
 DV0292
 DV0292.Superseded values are not recommended for survey control.
 DV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0292.See file dsdata.txt to determine how the superseded data were derived.
 DV0292
 DV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731121(NAD 83)
 DV0292_MARKER: Q = CHISELED SQUARE
 DV0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0292_SP_SET: PAVEMENT
 DV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0292
 DV0292  HISTORY     - Date     Condition        Report By
 DV0292  HISTORY     - UNK      MONUMENTED       DOD
 DV0292  HISTORY     - 1945     GOOD             NGS
 DV0292
 DV0292                          STATION DESCRIPTION
 DV0292
 DV0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0292'IN LUKE FIELD.
 DV0292'AT LUKE FIELD, MARICOPA COUNTY, 86 FEET WEST-SOUTHWEST OF THE
 DV0292'SOUTHWEST CORNER OF THE SQUADRON C ENGINEERING OFFICE, 46 FEET
 DV0292'SOUTH-SOUTHWEST OF A FIRE HYDRANT, AT THE INTERSECTION OF D STREET AND
 DV0292'THE WEST ANCHORAGE, IN LINE WITH THE CENTERLINE OF D STREET, 8-1/2
 DV0292'INCHES WEST OF THE EAST EDGE OF THE ANCHORAGE, AND ON THE TOP OF THE
 DV0292'PAVEMENT.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0425 ***********************************************************************
 CY0425  DESIGNATION -  7 RS
 CY0425  PID         -  CY0425
 CY0425  STATE/COUNTY-  AZ/COCHISE
 CY0425  USGS QUAD   -  RAILROAD PASS (1979)
 CY0425
 CY0425                         *CURRENT SURVEY CONTROL
 CY0425  ___________________________________________________________________
 CY0425* NAD 83(1986)-  32 20 45.     (N)    109 43 02.     (W)     SCALED    
 CY0425* NAVD 88     -      1312.21   (+/-2cm)    4305.1    (feet)  VERTCON   
 CY0425  ___________________________________________________________________
 CY0425  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0425
 CY0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0425
 CY0425.The horizontal coordinates were scaled from a topographic map and have
 CY0425.an estimated accuracy of +/- 6 seconds.
 CY0425
 CY0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0425.The vertical order pertains to the NGVD 29 superseded value.
 CY0425
 CY0425.The geoid height was determined by GEOID03.
 CY0425
 CY0425;                    North         East    Units  Estimated Accuracy
 CY0425;SPC AZ E     -   149,300.      255,670.      MT  (+/- 180 meters Scaled)
 CY0425
 CY0425                          SUPERSEDED SURVEY CONTROL
 CY0425
 CY0425  NGVD 29 (??/??/92) 1311.409  (m)         4302.51   (f) ADJ UNCH    1 2
 CY0425
 CY0425.Superseded values are not recommended for survey control.
 CY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0425.See file dsdata.txt to determine how the superseded data were derived.
 CY0425
 CY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA207794(NAD 83)
 CY0425_MARKER: DD = SURVEY DISK
 CY0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0425_SP_SET: CULVERT
 CY0425_STAMPING: 7 RS 1941
 CY0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0425
 CY0425  HISTORY     - Date     Condition        Report By
 CY0425  HISTORY     - 1941     MONUMENTED       USGS
 CY0425  HISTORY     - 1952     GOOD             NGS
 CY0425  HISTORY     - 20011118 GOOD             USGS
 CY0425
 CY0425                          STATION DESCRIPTION
 CY0425
 CY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0425'9.8 MI NE FROM WILLCOX.
 CY0425'9.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0425'THE STATION AT WILLCOX, 0.4 MILE WEST OF MILEPOLE NUMBER 1085, 0.3
 CY0425'MILE EAST OF A CULVERT, IN THE TOP EAST END OF THE NORTH CONCRETE
 CY0425'HEADWALL OF A CULVERT NUMBER 1084.64, 86.3 FEET SOUTH OF A FENCE LINE
 CY0425'LEADING EAST AND WEST, 44.4 FEET SOUTHEAST OF A POWER POLE MARKED WITH
 CY0425'A WHITE PAINTED ARROW WITH LETTER G, 11.6 FEET NORTH OF THE NORTH
 CY0425'RAIL, 0.7 FOOT WEST OF THE EAST END OF A CULVERT, ABOUT 1.0 FOOT LOWER
 CY0425'THAN THE TOP OF THE TRACK, AND SET IN THE TOP OF THE EAST END OF THE
 CY0425'NORTH CONCRETE HEADWALL OF A CULVERT.
 CY0425
 CY0425                          STATION RECOVERY (2001)
 CY0425
 CY0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (JMM)
 CY0425'MARK WAS RESET IN 2001
 CY0425'NEW ELEVATION 4305.2 NAVD 88 VERTCON
 CY0425'DESCRIPTION SAME EXCEPT FOR(43.3 FT NORTH OF THE NORTH RAIL
 CY0425'STAMPED 7 RS 1941 RESET 2001
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5767 ***********************************************************************
 DH5767  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5767  DESIGNATION -  7 V T DRAW
 DH5767  PID         -  DH5767
 DH5767  STATE/COUNTY-  AZ/COCHISE
 DH5767  USGS QUAD   -  DOS CABEZAS SW (1974)
 DH5767
 DH5767                         *CURRENT SURVEY CONTROL
 DH5767  ___________________________________________________________________
 DH5767* NAD 83(1992)-  32 05 38.92641(N)    109 39 29.33087(W)     ADJUSTED  
 DH5767* NAVD 88     -      1355.61   (meters)    4447.5    (feet)  GPS OBS   
 DH5767  ___________________________________________________________________
 DH5767  X           -  -1,819,844.734 (meters)                     COMP
 DH5767  Y           -  -5,094,351.593 (meters)                     COMP
 DH5767  Z           -   3,369,986.182 (meters)                     COMP
 DH5767  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DH5767  ELLIP HEIGHT-        1328.73  (meters)          (08/22/05) GPS OBS
 DH5767  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DH5767
 DH5767  HORZ ORDER  -  B
 DH5767  ELLP ORDER  -  FOURTH    CLASS II
 DH5767
 DH5767.The horizontal coordinates were established by GPS observations
 DH5767.and adjusted by the National Geodetic Survey in August 2005..
 DH5767
 DH5767.The orthometric height was determined by GPS observations and a
 DH5767.high-resolution geoid model using precise GPS observation and
 DH5767.processing techniques.
 DH5767
 DH5767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5767
 DH5767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5767
 DH5767.The ellipsoidal height was determined by GPS observations
 DH5767.and is referenced to NAD 83.
 DH5767
 DH5767.The geoid height was determined by GEOID03.
 DH5767
 DH5767;                    North         East     Units Scale Factor Converg.
 DH5767;SPC AZ E     -   121,418.802   261,357.889   MT  0.99992840   +0 16 12.7
 DH5767;SPC AZ E     -   398,355.65    857,473.39   iFT  0.99992840   +0 16 12.7
 DH5767;UTM  12      - 3,551,659.040   626,620.543   MT  0.99979772   +0 42 46.9
 DH5767
 DH5767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5767!SPC AZ E     -   0.99979141  x   0.99992840  =   0.99971983
 DH5767!UTM  12      -   0.99979141  x   0.99979772  =   0.99958917
 DH5767
 DH5767                          SUPERSEDED SURVEY CONTROL
 DH5767
 DH5767.No superseded survey control is available for this station.
 DH5767
 DH5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2662151659(NAD 83)
 DH5767_MARKER: DD = SURVEY DISK
 DH5767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5767_STAMPING: 7 V T DRAW 2004
 DH5767_MARK LOGO: AZ-003
 DH5767_PROJECTION: FLUSH
 DH5767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5767+STABILITY: SURFACE MOTION
 DH5767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5767+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5767
 DH5767  HISTORY     - Date     Condition        Report By
 DH5767  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5767
 DH5767                          STATION DESCRIPTION
 DH5767
 DH5767'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5767'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5767'HIGHWAY 186 IN WILLCOX, AZ. TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5767'5.92 MILES TO KANSAS SETTELMENT RD. TRAVEL SOUTH ON KANSAS SETTELMENT
 DH5767'RD. FOR APROX. 6.0 MILES TO ARZBERGER RD. TRAVEL EAST ON ARZBERGER FOR
 DH5767'APPROX. 4.6 MILES TO WELLS FARGO RD., GO SOUTH ON WELLS FARGO FOR 0.73
 DH5767'MILES AND IT WILL TURN INTO PATRIOT TRAIL, BEAR EAST AND CONTINUE ON
 DH5767'PATRIOT TRAIL FOR 1.5 MILES TO A ROAD THAT BEARS SOUTH AND IS USED FOR
 DH5767'EL PASO NATURAL GAS, HEAD SOUTH ON THIS ROAD FOR 0.24 MILES TO A
 DH5767'LOCKED GATE, AND THE STATION. THE STATION IS LOCATED APPROX. 75 FEET
 DH5767'EAST OF THE LOCKED GATE ALONG FENCE LINE.
 DH5767' 
 DH5767'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5767'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5767'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0072 ***********************************************************************
 DA0072  DESIGNATION -  7 WF
 DA0072  PID         -  DA0072
 DA0072  STATE/COUNTY-  AZ/MARICOPA
 DA0072  USGS QUAD   -  BIG HORN (1979)
 DA0072
 DA0072                         *CURRENT SURVEY CONTROL
 DA0072  ___________________________________________________________________
 DA0072* NAD 83(1986)-  32 46 08.     (N)    112 29 46.     (W)     SCALED    
 DA0072* NAVD 88     -       576.31   (+/-2cm)    1890.8    (feet)  VERTCON   
 DA0072  ___________________________________________________________________
 DA0072  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0072
 DA0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0072
 DA0072.The horizontal coordinates were scaled from a topographic map and have
 DA0072.an estimated accuracy of +/- 6 seconds.
 DA0072
 DA0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0072.The vertical order pertains to the NGVD 29 superseded value.
 DA0072
 DA0072.The geoid height was determined by GEOID03.
 DA0072
 DA0072;                    North         East    Units  Estimated Accuracy
 DA0072;SPC AZ C     -   196,270.      159,070.      MT  (+/- 180 meters Scaled)
 DA0072
 DA0072                          SUPERSEDED SURVEY CONTROL
 DA0072
 DA0072  NGVD 29 (??/??/92)  575.623  (m)         1888.52   (f) ADJ UNCH    2 0
 DA0072
 DA0072.Superseded values are not recommended for survey control.
 DA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0072.See file dsdata.txt to determine how the superseded data were derived.
 DA0072
 DA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB598266(NAD 83)
 DA0072_MARKER: DD = SURVEY DISK
 DA0072_SETTING: 66 = SET IN ROCK OUTCROP
 DA0072_SP_SET: ROCK OUTCROP
 DA0072_STAMPING: 1889 7 W F 1948
 DA0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0072+STABILITY: POSITION/ELEVATION WELL
 DA0072
 DA0072  HISTORY     - Date     Condition        Report By
 DA0072  HISTORY     - 1948     MONUMENTED       USGS
 DA0072  HISTORY     - 1952     GOOD             NGS
 DA0072
 DA0072                          STATION DESCRIPTION
 DA0072
 DA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0072'10.6 MI NW FROM STOUTS WELL.
 DA0072'10.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0072'ON THE WEST SLOPE OF A GRADE, 102 FEET WEST OF THE CENTER OF A
 DA0072'JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE TOP OF A GRANITE
 DA0072'ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 26 FEET SOUTH OF THE
 DA0072'CENTER OF AN EASTWEST ROCKY WASH, 21 1/2 FEET NORTH OF THE CENTER LINE
 DA0072'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0867 ***********************************************************************
 DV0867  DESIGNATION -  70 A
 DV0867  PID         -  DV0867
 DV0867  STATE/COUNTY-  AZ/MARICOPA
 DV0867  USGS QUAD   -  WINTERSBURG (1984)
 DV0867
 DV0867                         *CURRENT SURVEY CONTROL
 DV0867  ___________________________________________________________________
 DV0867* NAD 83(1986)-  33 28 08.     (N)    112 48 27.     (W)     SCALED    
 DV0867* NAVD 88     -       334.97   (+/-2cm)    1099.0    (feet)  VERTCON   
 DV0867  ___________________________________________________________________
 DV0867  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV0867
 DV0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0867
 DV0867.The horizontal coordinates were scaled from a topographic map and have
 DV0867.an estimated accuracy of +/- 6 seconds.
 DV0867
 DV0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0867.The vertical order pertains to the NGVD 29 superseded value.
 DV0867
 DV0867.The geoid height was determined by GEOID03.
 DV0867
 DV0867;                    North         East    Units  Estimated Accuracy
 DV0867;SPC AZ C     -   274,110.      130,560.      MT  (+/- 180 meters Scaled)
 DV0867
 DV0867                          SUPERSEDED SURVEY CONTROL
 DV0867
 DV0867  NGVD 29 (??/??/92)  334.339  (m)         1096.91   (f) ADJ UNCH    2 0
 DV0867
 DV0867.Superseded values are not recommended for survey control.
 DV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0867.See file dsdata.txt to determine how the superseded data were derived.
 DV0867
 DV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC320047(NAD 83)
 DV0867_MARKER: DD = SURVEY DISK
 DV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0867_STAMPING: 70 A 1962
 DV0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0867+STABILITY: SURFACE MOTION
 DV0867
 DV0867  HISTORY     - Date     Condition        Report By
 DV0867  HISTORY     - 1962     MONUMENTED       AZHD
 DV0867  HISTORY     - 1962     GOOD             NGS
 DV0867
 DV0867                          STATION DESCRIPTION
 DV0867
 DV0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0867'9.35 MI SE FROM TONOPAH.
 DV0867'0.6 MILE EAST-SOUTHEAST OF V 415 70 AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0867'STAMPED 70 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0867'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0867'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0641 ***********************************************************************
 ER0641  DESIGNATION -  70 BKC
 ER0641  PID         -  ER0641
 ER0641  STATE/COUNTY-  AZ/APACHE
 ER0641  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0641
 ER0641                         *CURRENT SURVEY CONTROL
 ER0641  ___________________________________________________________________
 ER0641* NAD 83(1986)-  34 12 43.     (N)    109 25 48.     (W)     SCALED    
 ER0641* NAVD 88     -      2161.084  (meters)    7090.16   (feet)  ADJUSTED  
 ER0641  ___________________________________________________________________
 ER0641  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0641  DYNAMIC HT  -        2157.786 (meters)    7079.34  (feet)  COMP
 ER0641  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 ER0641
 ER0641  VERT ORDER  -  SECOND    CLASS 0
 ER0641
 ER0641.The horizontal coordinates were scaled from a topographic map and have
 ER0641.an estimated accuracy of +/- 6 seconds.
 ER0641
 ER0641.The orthometric height was determined by differential leveling
 ER0641.and adjusted by the National Geodetic Survey in June 1991..
 ER0641
 ER0641.The geoid height was determined by GEOID03.
 ER0641
 ER0641.The dynamic height is computed by dividing the NAVD 88
 ER0641.geopotential number by the normal gravity value computed on the
 ER0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0641.degrees latitude (g = 980.6199 gals.).
 ER0641
 ER0641.The modeled gravity was interpolated from observed gravity values.
 ER0641
 ER0641;                    North         East    Units  Estimated Accuracy
 ER0641;SPC AZ E     -   356,410.      281,240.      MT  (+/- 180 meters Scaled)
 ER0641
 ER0641                          SUPERSEDED SURVEY CONTROL
 ER0641
 ER0641  NGVD 29 (??/??/92) 2159.889  (m)         7086.24   (f) ADJ UNCH    2 0
 ER0641
 ER0641.Superseded values are not recommended for survey control.
 ER0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0641.See file dsdata.txt to determine how the superseded data were derived.
 ER0641
 ER0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC446867(NAD 83)
 ER0641_MARKER: DB = BENCH MARK DISK
 ER0641_SETTING: 66 = SET IN ROCK OUTCROP
 ER0641_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0641_STAMPING: 70 BKC 1968 7087
 ER0641_MARK LOGO: USGS  
 ER0641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0641+STABILITY: POSITION/ELEVATION WELL
 ER0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0641+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0641
 ER0641  HISTORY     - Date     Condition        Report By
 ER0641  HISTORY     - 1968     MONUMENTED       USGS
 ER0641
 ER0641                          STATION DESCRIPTION
 ER0641
 ER0641'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0641'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 11.1 MILES
 ER0641'NORTHWEST ALONG U S HIGHWAY 60, 63 FEET SOUTH OF THE HIGHWAY, 12 FEET
 ER0641'NORTH OF A FENCE, 2 FEET NORTH OF A CAIRN, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0826 ***********************************************************************
 ET0826  DESIGNATION -  70 DOR
 ET0826  PID         -  ET0826
 ET0826  STATE/COUNTY-  AZ/MOHAVE
 ET0826  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0826
 ET0826                         *CURRENT SURVEY CONTROL
 ET0826  ___________________________________________________________________
 ET0826* NAD 83(1986)-  34 41 26.     (N)    113 56 21.     (W)     SCALED    
 ET0826* NAVD 88     -       860.104  (meters)    2821.86   (feet)  ADJUSTED  
 ET0826  ___________________________________________________________________
 ET0826  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ET0826  DYNAMIC HT  -         859.093 (meters)    2818.54  (feet)  COMP
 ET0826  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 ET0826
 ET0826  VERT ORDER  -  FIRST     CLASS II
 ET0826
 ET0826.The horizontal coordinates were scaled from a topographic map and have
 ET0826.an estimated accuracy of +/- 6 seconds.
 ET0826
 ET0826.The orthometric height was determined by differential leveling
 ET0826.and adjusted by the National Geodetic Survey in June 1991..
 ET0826
 ET0826.The geoid height was determined by GEOID03.
 ET0826
 ET0826.The dynamic height is computed by dividing the NAVD 88
 ET0826.geopotential number by the normal gravity value computed on the
 ET0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0826.degrees latitude (g = 980.6199 gals.).
 ET0826
 ET0826.The modeled gravity was interpolated from observed gravity values.
 ET0826
 ET0826;                    North         East    Units  Estimated Accuracy
 ET0826;SPC AZ W     -   409,280.      196,030.      MT  (+/- 180 meters Scaled)
 ET0826
 ET0826                          SUPERSEDED SURVEY CONTROL
 ET0826
 ET0826.No superseded survey control is available for this station.
 ET0826
 ET0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD307426(NAD 83)
 ET0826_MARKER: DB = BENCH MARK DISK
 ET0826_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 ET0826_SP_SET: UNSPECIFIED DEEP
 ET0826_STAMPING: 70 DOR 1966 2819
 ET0826_MARK LOGO: USGS  
 ET0826_PROJECTION: PROJECTING 5 CENTIMETERS
 ET0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0826+STABILITY: SURFACE MOTION
 ET0826
 ET0826  HISTORY     - Date     Condition        Report By
 ET0826  HISTORY     - 1966     MONUMENTED       USGS
 ET0826  HISTORY     - 1981     GOOD             NGS
 ET0826
 ET0826                          STATION DESCRIPTION
 ET0826
 ET0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0826'30.8 KM (11.15 MI) SE FROM YUCCA.
 ET0826'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0826'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.85 KM (1.15 MI) SOUTHWEST
 ET0826'ALONG A DIRT ROAD, 1.05 KM (0.65 MI) SOUTHWEST OF A CATTLE CORRAL AND
 ET0826'WATER TANK, AT THE WEST EDGE OF A SMALL KNOLL COVERED WITH LARGE
 ET0826'BOULDERS, 28.2 METERS (92.5 FT) EAST OF THE CENTERLINE OF THE DIRT
 ET0826'ROAD, 14.3 METERS (47.0 FT) EAST OF A 3-INCH IRON WATER LINE PIPE
 ET0826'PARALLELING THE ROAD, MARK IS ENCASED IN A 4-INCH SOIL PIPE.
 ET0826'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 ET0826'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1020 ***********************************************************************
 FR1020  DESIGNATION -  70 EMH
 FR1020  PID         -  FR1020
 FR1020  STATE/COUNTY-  AZ/COCONINO
 FR1020  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1020
 FR1020                         *CURRENT SURVEY CONTROL
 FR1020  ___________________________________________________________________
 FR1020* NAD 83(1986)-  35 29 42.     (N)    112 39 45.     (W)     SCALED    
 FR1020* NAVD 88     -      1829.320  (meters)    6001.69   (feet)  POSTED    
 FR1020  ___________________________________________________________________
 FR1020  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FR1020  DYNAMIC HT  -        1826.870 (meters)    5993.66  (feet)  COMP
 FR1020  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 FR1020
 FR1020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1020
 FR1020.The horizontal coordinates were scaled from a topographic map and have
 FR1020.an estimated accuracy of +/- 6 seconds.
 FR1020
 FR1020.The orthometric height was determined by differential leveling
 FR1020.and adjusted by the National Geodetic Survey in 1992..
 FR1020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1020.rate of 0.0 thru 1.0 mm/km.
 FR1020
 FR1020.The geoid height was determined by GEOID03.
 FR1020
 FR1020.The dynamic height is computed by dividing the NAVD 88
 FR1020.geopotential number by the normal gravity value computed on the
 FR1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1020.degrees latitude (g = 980.6199 gals.).
 FR1020
 FR1020.The modeled gravity was interpolated from observed gravity values.
 FR1020
 FR1020;                    North         East    Units  Estimated Accuracy
 FR1020;SPC AZ C     -   498,740.      145,690.      MT  (+/- 180 meters Scaled)
 FR1020
 FR1020                          SUPERSEDED SURVEY CONTROL
 FR1020
 FR1020.No superseded survey control is available for this station.
 FR1020
 FR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE492292(NAD 83)
 FR1020_MARKER: DB = BENCH MARK DISK
 FR1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1020_SP_SET: COPPER-CLAD STEEL ROD
 FR1020_STAMPING: 70 EMH 1973 5599
 FR1020_MARK LOGO: USGS  
 FR1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1020
 FR1020  HISTORY     - Date     Condition        Report By
 FR1020  HISTORY     - 1973     MONUMENTED       USGS
 FR1020
 FR1020                          STATION DESCRIPTION
 FR1020
 FR1020'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1020'54.2 KM (33.70 MI) NORTH FROM SELIGMAN.
 FR1020'FROM THE GATE AT SEVEN RANCH, PROCEED 6.4 MILES NORTHWEST ALONG A
 FR1020'DIRT ROAD, 0.5 MILES SOUTHEAST OF A FENCE CROSSING, 110 FEET NORTH OF
 FR1020'A SHORT JOG LEFT IN THE ROAD, 43 FEET SOUTHWEST OF AND ACROSS THE
 FR1020'ROAD FROM A LONE JUNIPER TREE, 26 FEET SOUTHWEST OF THE CENTERLINE OF
 FR1020'THE ROAD.  ROD DEPTH UNKNOWN.
 FR1020'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0662 ***********************************************************************
 FP0662  DESIGNATION -  70 HLS
 FP0662  PID         -  FP0662
 FP0662  STATE/COUNTY-  AZ/APACHE
 FP0662  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0662
 FP0662                         *CURRENT SURVEY CONTROL
 FP0662  ___________________________________________________________________
 FP0662* NAD 83(1986)-  35 15 23.     (N)    109 26 16.     (W)     SCALED    
 FP0662* NAVD 88     -      1869.451  (meters)    6133.36   (feet)  ADJUSTED  
 FP0662  ___________________________________________________________________
 FP0662  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 FP0662  DYNAMIC HT  -        1866.836 (meters)    6124.78  (feet)  COMP
 FP0662  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 FP0662
 FP0662  VERT ORDER  -  SECOND    CLASS II
 FP0662
 FP0662.The horizontal coordinates were scaled from a topographic map and have
 FP0662.an estimated accuracy of +/- 6 seconds.
 FP0662
 FP0662.The orthometric height was determined by differential leveling
 FP0662.and adjusted by the National Geodetic Survey in June 1991..
 FP0662
 FP0662.The geoid height was determined by GEOID03.
 FP0662
 FP0662.The dynamic height is computed by dividing the NAVD 88
 FP0662.geopotential number by the normal gravity value computed on the
 FP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0662.degrees latitude (g = 980.6199 gals.).
 FP0662
 FP0662.The modeled gravity was interpolated from observed gravity values.
 FP0662
 FP0662;                    North         East    Units  Estimated Accuracy
 FP0662;SPC AZ E     -   472,260.      279,690.      MT  (+/- 180 meters Scaled)
 FP0662
 FP0662                          SUPERSEDED SURVEY CONTROL
 FP0662
 FP0662  NGVD 29 (??/??/92) 1868.54   (m)         6130.4    (f) COMPUTED    2 2
 FP0662
 FP0662.Superseded values are not recommended for survey control.
 FP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0662.See file dsdata.txt to determine how the superseded data were derived.
 FP0662
 FP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE421025(NAD 83)
 FP0662_MARKER: DB = BENCH MARK DISK
 FP0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0662_SP_SET: COPPER-CLAD STEEL ROD
 FP0662_STAMPING: 70 HLS 1970 6130
 FP0662_MARK LOGO: USGS  
 FP0662_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0662+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0662
 FP0662  HISTORY     - Date     Condition        Report By
 FP0662  HISTORY     - 1970     MONUMENTED       USGS
 FP0662
 FP0662                          STATION DESCRIPTION
 FP0662
 FP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0662'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0662'PROCEED 4.6 MILES NORTH ALONG STATE HIGHWAY 63, 248 FEET SOUTH OF THE
 FP0662'NAVAJO RESERVATION BOUNDARY FENCE, 52 FEET EAST OF THE HIGHWAY, 2
 FP0662'FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0662'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0812 ***********************************************************************
 CZ0812  DESIGNATION -  701+95
 CZ0812  PID         -  CZ0812
 CZ0812  STATE/COUNTY-  AZ/PIMA
 CZ0812  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0812
 CZ0812                         *CURRENT SURVEY CONTROL
 CZ0812  ___________________________________________________________________
 CZ0812* NAD 83(1986)-  32 07 35.     (N)    111 11 31.     (W)     SCALED    
 CZ0812* NAVD 88     -       741.59   (+/-2cm)    2433.0    (feet)  VERTCON   
 CZ0812  ___________________________________________________________________
 CZ0812  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0812
 CZ0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0812
 CZ0812.The horizontal coordinates were scaled from a topographic map and have
 CZ0812.an estimated accuracy of +/- 6 seconds.
 CZ0812
 CZ0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0812.The vertical order pertains to the NGVD 29 superseded value.
 CZ0812
 CZ0812.The geoid height was determined by GEOID03.
 CZ0812
 CZ0812;                    North         East    Units  Estimated Accuracy
 CZ0812;SPC AZ C     -   125,110.      281,740.      MT  (+/- 180 meters Scaled)
 CZ0812
 CZ0812                          SUPERSEDED SURVEY CONTROL
 CZ0812
 CZ0812  NGVD 29 (??/??/92)  740.901  (m)         2430.77   (f) ADJ UNCH    2 0
 CZ0812
 CZ0812.Superseded values are not recommended for survey control.
 CZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0812.See file dsdata.txt to determine how the superseded data were derived.
 CZ0812
 CZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA818544(NAD 83)
 CZ0812_MARKER: DD = SURVEY DISK
 CZ0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0812_SP_SET: CULVERT
 CZ0812_STAMPING: 701+95 2431.58
 CZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0812
 CZ0812  HISTORY     - Date     Condition        Report By
 CZ0812  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0812  HISTORY     - 1951     GOOD             NGS
 CZ0812  HISTORY     - 1979     GOOD             LOCSUR
 CZ0812
 CZ0812                          STATION DESCRIPTION
 CZ0812
 CZ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0812'14.1 MI SW FROM TUCSON.
 CZ0812'14.1 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0812'STATE HIGHWAY 86, 1.4 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0812'AIRPORT, SET IN THE TOP OF IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0812'A 4 BY 6 FOOT CONCRETE BOX CULVERT, 28 YARDS WEST OF TELEPHONE NUMBER
 CZ0812'1170, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0812'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 CZ0812
 CZ0812                          STATION RECOVERY (1979)
 CZ0812
 CZ0812'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1135 ***********************************************************************
 DB1135  DESIGNATION -  702
 DB1135  PID         -  DB1135
 DB1135  STATE/COUNTY-  AZ/YUMA
 DB1135  USGS QUAD   -  WELLTON MESA (1982)
 DB1135
 DB1135                         *CURRENT SURVEY CONTROL
 DB1135  ___________________________________________________________________
 DB1135* NAD 83(1986)-  32 40 27.     (N)    114 05 26.     (W)     SCALED    
 DB1135* NAVD 88     -        86.232  (meters)     282.91   (feet)  ADJUSTED  
 DB1135  ___________________________________________________________________
 DB1135  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DB1135  DYNAMIC HT  -          86.133 (meters)     282.59  (feet)  COMP
 DB1135  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 DB1135
 DB1135  VERT ORDER  -  FIRST     CLASS II
 DB1135
 DB1135.The horizontal coordinates were scaled from a topographic map and have
 DB1135.an estimated accuracy of +/- 6 seconds.
 DB1135
 DB1135.The orthometric height was determined by differential leveling
 DB1135.and adjusted by the National Geodetic Survey in June 1991..
 DB1135
 DB1135.The geoid height was determined by GEOID03.
 DB1135
 DB1135.The dynamic height is computed by dividing the NAVD 88
 DB1135.geopotential number by the normal gravity value computed on the
 DB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1135.degrees latitude (g = 980.6199 gals.).
 DB1135
 DB1135.The modeled gravity was interpolated from observed gravity values.
 DB1135
 DB1135;                    North         East    Units  Estimated Accuracy
 DB1135;SPC AZ W     -   185,680.      181,420.      MT  (+/- 180 meters Scaled)
 DB1135
 DB1135                          SUPERSEDED SURVEY CONTROL
 DB1135
 DB1135.No superseded survey control is available for this station.
 DB1135
 DB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS728189(NAD 83)
 DB1135_MARKER: DB = BENCH MARK DISK
 DB1135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB1135_SP_SET: HEADWALL
 DB1135_STAMPING: 702 19 281.06
 DB1135_MARK LOGO: AZHD  
 DB1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1135+STABILITY: SURFACE MOTION
 DB1135
 DB1135  HISTORY     - Date     Condition        Report By
 DB1135  HISTORY     - UNK      MONUMENTED       AZHD
 DB1135  HISTORY     - 1981     GOOD             NGS
 DB1135
 DB1135                          STATION DESCRIPTION
 DB1135
 DB1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1135'5.4 KM (3.35 MI) EAST FROM WELLTON.
 DB1135'5.4 KM (3.35 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1135'WELLTON, 0.9 KM (0.55 MI) EAST OF HIGHWAY MILEPOST 36, SET IN TOP OF
 DB1135'THE CENTER OF THE NORTH HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT)
 DB1135'NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.8 FT) EAST OF THE
 DB1135'WEST END OF THE HEADWALL, 8.4 M (27.8 FT) WEST OF THE EAST END OF THE
 DB1135'HEADWALL.
 DB1135'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0215 ***********************************************************************
 ER0215  DESIGNATION -  7023.17
 ER0215  PID         -  ER0215
 ER0215  STATE/COUNTY-  AZ/APACHE
 ER0215  USGS QUAD   -  COYOTE HILLS (1969)
 ER0215
 ER0215                         *CURRENT SURVEY CONTROL
 ER0215  ___________________________________________________________________
 ER0215* NAD 83(1986)-  34 09 19.     (N)    109 09 17.     (W)     SCALED    
 ER0215* NAVD 88     -      2143.855  (meters)    7033.63   (feet)  ADJUSTED  
 ER0215  ___________________________________________________________________
 ER0215  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0215  DYNAMIC HT  -        2140.546 (meters)    7022.77  (feet)  COMP
 ER0215  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 ER0215
 ER0215  VERT ORDER  -  SECOND    CLASS 0
 ER0215
 ER0215.The horizontal coordinates were scaled from a topographic map and have
 ER0215.an estimated accuracy of +/- 6 seconds.
 ER0215
 ER0215.The orthometric height was determined by differential leveling
 ER0215.and adjusted by the National Geodetic Survey in June 1991..
 ER0215
 ER0215.The geoid height was determined by GEOID03.
 ER0215
 ER0215.The dynamic height is computed by dividing the NAVD 88
 ER0215.geopotential number by the normal gravity value computed on the
 ER0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0215.degrees latitude (g = 980.6199 gals.).
 ER0215
 ER0215.The modeled gravity was interpolated from observed gravity values.
 ER0215
 ER0215;                    North         East    Units  Estimated Accuracy
 ER0215;SPC AZ E     -   350,340.      306,670.      MT  (+/- 180 meters Scaled)
 ER0215
 ER0215                          SUPERSEDED SURVEY CONTROL
 ER0215
 ER0215  NGVD 29 (??/??/92) 2142.908  (m)         7030.52   (f) ADJ UNCH    2 0
 ER0215
 ER0215.Superseded values are not recommended for survey control.
 ER0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0215.See file dsdata.txt to determine how the superseded data were derived.
 ER0215
 ER0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC701809(NAD 83)
 ER0215_MARKER: DZ = AZIMUTH MARK DISK
 ER0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0215_SP_SET: CULVERT
 ER0215_STAMPING: 7023.17 439+66.2
 ER0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0215
 ER0215  HISTORY     - Date     Condition        Report By
 ER0215  HISTORY     - UNK      MONUMENTED       AZHD
 ER0215  HISTORY     - 1934     GOOD             NGS
 ER0215
 ER0215                          STATION DESCRIPTION
 ER0215
 ER0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0215'7.5 MI E FROM SPRINGERVILLE.
 ER0215'7.5 MILES EAST ON U.S. HWY. 60 TO WHERE THE NEW HIGHWAY CROSSES THE
 ER0215'OLD HIGHWAY, TURN LEFT AND GO WEST 0.5, WEST ON THE OLD HIGHWAY TO A
 ER0215'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 ER0215'WALL.  STAMPED 7023.17 439+66.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0078 ***********************************************************************
 ET0078  DESIGNATION -  7025
 ET0078  PID         -  ET0078
 ET0078  STATE/COUNTY-  AZ/YAVAPAI
 ET0078  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0078
 ET0078                         *CURRENT SURVEY CONTROL
 ET0078  ___________________________________________________________________
 ET0078* NAD 83(1986)-  34 42 27.     (N)    112 08 59.     (W)     SCALED    
 ET0078* NAVD 88     -      2144.670  (meters)    7036.30   (feet)  POSTED    
 ET0078  ___________________________________________________________________
 ET0078  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ET0078  DYNAMIC HT  -        2141.610 (meters)    7026.27  (feet)  COMP
 ET0078  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 ET0078
 ET0078  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0078
 ET0078.The horizontal coordinates were scaled from a topographic map and have
 ET0078.an estimated accuracy of +/- 6 seconds.
 ET0078
 ET0078.The orthometric height was determined by differential leveling
 ET0078.and adjusted by the National Geodetic Survey in November 2005..
 ET0078.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0078.rate of 3.1 thru 4.0 mm/km.
 ET0078
 ET0078.The geoid height was determined by GEOID03.
 ET0078
 ET0078.The dynamic height is computed by dividing the NAVD 88
 ET0078.geopotential number by the normal gravity value computed on the
 ET0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0078.degrees latitude (g = 980.6199 gals.).
 ET0078
 ET0078.The modeled gravity was interpolated from observed gravity values.
 ET0078
 ET0078;                    North         East    Units  Estimated Accuracy
 ET0078;SPC AZ C     -   411,150.      192,010.      MT  (+/- 180 meters Scaled)
 ET0078
 ET0078                          SUPERSEDED SURVEY CONTROL
 ET0078
 ET0078  NGVD 29 (??/??/??) 2144.01   (m)         7034.1    (f) RESET       3  
 ET0078
 ET0078.Superseded values are not recommended for survey control.
 ET0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0078.See file dsdata.txt to determine how the superseded data were derived.
 ET0078
 ET0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD947412(NAD 83)
 ET0078_MARKER: P = PIPE CAP
 ET0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0078
 ET0078  HISTORY     - Date     Condition        Report By
 ET0078  HISTORY     - UNK      MONUMENTED       USGS
 ET0078  HISTORY     - 1933     GOOD             NGS
 ET0078
 ET0078                          STATION DESCRIPTION
 ET0078
 ET0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0078'7.8 MI SW FROM JEROME.
 ET0078'IRON POST, 45 FEET WEST OF SUMMIT OF GRADE ON MINGUS MOUNTAIN, 90 FEET
 ET0078'SOUTHWEST OF STONEWORK SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0785 ***********************************************************************
 DA0785  DESIGNATION -  705.06
 DA0785  PID         -  DA0785
 DA0785  STATE/COUNTY-  AZ/MARICOPA
 DA0785  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0785
 DA0785                         *CURRENT SURVEY CONTROL
 DA0785  ___________________________________________________________________
 DA0785* NAD 83(1986)-  32 34 03.     (N)    113 16 30.     (W)     SCALED    
 DA0785* NAVD 88     -       215.47   (+/-2cm)     706.9    (feet)  VERTCON   
 DA0785  ___________________________________________________________________
 DA0785  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA0785
 DA0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0785
 DA0785.The horizontal coordinates were scaled from a topographic map and have
 DA0785.an estimated accuracy of +/- 6 seconds.
 DA0785
 DA0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0785.The vertical order pertains to the NGVD 29 superseded value.
 DA0785
 DA0785.The geoid height was determined by GEOID03.
 DA0785
 DA0785;                    North         East    Units  Estimated Accuracy
 DA0785;SPC AZ C     -   174,610.       85,810.      MT  (+/- 180 meters Scaled)
 DA0785
 DA0785                          SUPERSEDED SURVEY CONTROL
 DA0785
 DA0785  NGVD 29 (??/??/92)  214.851  (m)          704.89   (f) ADJ UNCH    2 0
 DA0785
 DA0785.Superseded values are not recommended for survey control.
 DA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0785.See file dsdata.txt to determine how the superseded data were derived.
 DA0785
 DA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864056(NAD 83)
 DA0785_MARKER: DD = SURVEY DISK
 DA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0785+STABILITY: SURFACE MOTION
 DA0785
 DA0785  HISTORY     - Date     Condition        Report By
 DA0785  HISTORY     - UNK      MONUMENTED       USGS
 DA0785  HISTORY     - 1962     GOOD             NGS
 DA0785
 DA0785                          STATION DESCRIPTION
 DA0785
 DA0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0785'4.7 MI N FROM TONY TANK.
 DA0785'ABOUT 4.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0785'TONY TANK, 0.35 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0785'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 0.35 MILE SOUTH OF THE
 DA0785'INTERSECTION OF A CROSS ROAD, 37 FEET EAST OF THE CENTER LINE OF THE
 DA0785'ROAD, 97.5 FEET NORTHEAST OF BENCH MARK F 353, ABOUT LEVEL WITH THE
 DA0785'ROAD, AND A BOLT IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0743 ***********************************************************************
 DA0743  DESIGNATION -  706
 DA0743  PID         -  DA0743
 DA0743  STATE/COUNTY-  AZ/MARICOPA
 DA0743  USGS QUAD   -  SENTINEL (1986)
 DA0743
 DA0743                         *CURRENT SURVEY CONTROL
 DA0743  ___________________________________________________________________
 DA0743* NAD 83(1986)-  32 51 33.     (N)    113 11 44.     (W)     SCALED    
 DA0743* NAVD 88     -       215.77   (+/-2cm)     707.9    (feet)  VERTCON   
 DA0743  ___________________________________________________________________
 DA0743  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0743
 DA0743  VERT ORDER  -  ? (See Below)
 DA0743
 DA0743.The horizontal coordinates were scaled from a topographic map and have
 DA0743.an estimated accuracy of +/- 6 seconds.
 DA0743
 DA0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0743.The vertical order pertains to the NGVD 29 superseded value.
 DA0743
 DA0743.The geoid height was determined by GEOID03.
 DA0743
 DA0743;                    North         East    Units  Estimated Accuracy
 DA0743;SPC AZ C     -   206,860.       93,660.      MT  (+/- 180 meters Scaled)
 DA0743
 DA0743                          SUPERSEDED SURVEY CONTROL
 DA0743
 DA0743  NGVD 29 (??/??/92)  215.166  (m)          705.92   (f) ADJ UNCH    ?  
 DA0743
 DA0743.Superseded values are not recommended for survey control.
 DA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0743.See file dsdata.txt to determine how the superseded data were derived.
 DA0743
 DA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB945378(NAD 83)
 DA0743_MARKER: P = PIPE CAP
 DA0743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0743
 DA0743  HISTORY     - Date     Condition        Report By
 DA0743  HISTORY     - UNK      MONUMENTED       USGS
 DA0743  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0743
 DA0743                          STATION DESCRIPTION
 DA0743
 DA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0743'0.9 MI E FROM SENTINEL.
 DA0743'0.9 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE 1905
 DA0743'STATION AT SENTINEL, 0.1 MILE EAST OF THE EAST END OF BRIDGE 826 B,
 DA0743'250 FEET WEST OF MILEPOST 827, AND 50 FEET NORTH OF THE TRACK.  A
 DA0743'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A
 DA0743'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0175 ***********************************************************************
 DB0175  DESIGNATION -  706+20
 DB0175  PID         -  DB0175
 DB0175  STATE/COUNTY-  AZ/YUMA
 DB0175  USGS QUAD   -  LIGURTA (1965)
 DB0175
 DB0175                         *CURRENT SURVEY CONTROL
 DB0175  ___________________________________________________________________
 DB0175* NAD 83(1986)-  32 40 28.     (N)    114 17 41.     (W)     SCALED    
 DB0175* NAVD 88     -        72.077  (meters)     236.47   (feet)  ADJUSTED  
 DB0175  ___________________________________________________________________
 DB0175  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0175  DYNAMIC HT  -          71.995 (meters)     236.20  (feet)  COMP
 DB0175  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 DB0175
 DB0175  VERT ORDER  -  FIRST     CLASS II
 DB0175
 DB0175.The horizontal coordinates were scaled from a topographic map and have
 DB0175.an estimated accuracy of +/- 6 seconds.
 DB0175
 DB0175.The orthometric height was determined by differential leveling
 DB0175.and adjusted by the National Geodetic Survey in June 1991..
 DB0175
 DB0175.The geoid height was determined by GEOID03.
 DB0175
 DB0175.The dynamic height is computed by dividing the NAVD 88
 DB0175.geopotential number by the normal gravity value computed on the
 DB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0175.degrees latitude (g = 980.6199 gals.).
 DB0175
 DB0175.The modeled gravity was interpolated from observed gravity values.
 DB0175
 DB0175;                    North         East    Units  Estimated Accuracy
 DB0175;SPC AZ W     -   185,790.      162,270.      MT  (+/- 180 meters Scaled)
 DB0175
 DB0175                          SUPERSEDED SURVEY CONTROL
 DB0175
 DB0175  NGVD 29 (??/??/??)   71.446  (m)          234.40   (f) ADJUSTED    1 2
 DB0175
 DB0175.Superseded values are not recommended for survey control.
 DB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0175.See file dsdata.txt to determine how the superseded data were derived.
 DB0175
 DB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS536184(NAD 83)
 DB0175_MARKER: DD = SURVEY DISK
 DB0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0175_SP_SET: BRIDGE
 DB0175_STAMPING: 760 + 20 1949
 DB0175_MARK LOGO: AZHD  
 DB0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0175
 DB0175  HISTORY     - Date     Condition        Report By
 DB0175  HISTORY     - 1949     MONUMENTED       AZHD
 DB0175  HISTORY     - 1960     GOOD             NGS
 DB0175  HISTORY     - 1981     GOOD             NGS
 DB0175  HISTORY     - 1981     GOOD             NGS
 DB0175  HISTORY     - 1990     GOOD             USPSQD
 DB0175
 DB0175                          STATION DESCRIPTION
 DB0175
 DB0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0175'0.1 MI E FROM LIGURTA.
 DB0175'0.1 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.1 MILE WEST
 DB0175'OF A RAILROAD OVERPASS, 28 FEET SOUTH OF THE CENTERLINE OF THE
 DB0175'HIGHWAY, SET IN THE CENTER OF A CONCRETE BRIDGE HEADWALL.
 DB0175
 DB0175                          STATION RECOVERY (1981)
 DB0175
 DB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0175'14.5 KM (9.0 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0175'WELLTON, 0.25 KM (0.15 MI) WEST OF A SOUTHERN PACIFIC RAILROAD
 DB0175'OVERPASS, 0.2 KM (0.1 MI) EAST OF THE LIGURTA BAR AND CAFE, SET IN
 DB0175'THE TOP CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 DB0175'8.5 M (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.2 M
 DB0175'(20.5 FT) EAST OF THE WEST END OF THE HEADWALL, 6.2 M (20.5 FT) WEST
 DB0175'OF THE EAST END OF THE HEADWALL.
 DB0175'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0175
 DB0175                          STATION RECOVERY (1981)
 DB0175
 DB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0175'14.5 KM (9.0 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0175'WELLTON, 0.25 KM (0.15 MI) WEST OF A SOUTHERN PACIFIC RAILROAD
 DB0175'OVERPASS, 0.2 KM (0.1 MI) EAST OF THE LIGURTA BAR AND CAFE, SET IN
 DB0175'THE TOP CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 DB0175'8.5 M (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.2 M
 DB0175'(20.5 FT) EAST OF THE WEST END OF THE HEADWALL, 6.2 M (20.5 FT) WEST
 DB0175'OF THE EAST END OF THE HEADWALL.
 DB0175'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0175
 DB0175                          STATION RECOVERY (1990)
 DB0175
 DB0175'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0217 ***********************************************************************
 ER0217  DESIGNATION -  7066.27
 ER0217  PID         -  ER0217
 ER0217  STATE/COUNTY-  AZ/APACHE
 ER0217  USGS QUAD   -  COYOTE HILLS (1969)
 ER0217
 ER0217                         *CURRENT SURVEY CONTROL
 ER0217  ___________________________________________________________________
 ER0217* NAD 83(1986)-  34 09 01.     (N)    109 08 13.     (W)     SCALED    
 ER0217* NAVD 88     -      2157.028  (meters)    7076.85   (feet)  ADJUSTED  
 ER0217  ___________________________________________________________________
 ER0217  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0217  DYNAMIC HT  -        2153.693 (meters)    7065.91  (feet)  COMP
 ER0217  MODELED GRAV-     979,012.7   (mgal)                       NAVD 88
 ER0217
 ER0217  VERT ORDER  -  SECOND    CLASS 0
 ER0217
 ER0217.The horizontal coordinates were scaled from a topographic map and have
 ER0217.an estimated accuracy of +/- 6 seconds.
 ER0217
 ER0217.The orthometric height was determined by differential leveling
 ER0217.and adjusted by the National Geodetic Survey in June 1991..
 ER0217
 ER0217.The geoid height was determined by GEOID03.
 ER0217
 ER0217.The dynamic height is computed by dividing the NAVD 88
 ER0217.geopotential number by the normal gravity value computed on the
 ER0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0217.degrees latitude (g = 980.6199 gals.).
 ER0217
 ER0217.The modeled gravity was interpolated from observed gravity values.
 ER0217
 ER0217;                    North         East    Units  Estimated Accuracy
 ER0217;SPC AZ E     -   349,800.      308,320.      MT  (+/- 180 meters Scaled)
 ER0217
 ER0217                          SUPERSEDED SURVEY CONTROL
 ER0217
 ER0217  NGVD 29 (??/??/92) 2156.078  (m)         7073.73   (f) ADJ UNCH    2 0
 ER0217
 ER0217.Superseded values are not recommended for survey control.
 ER0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0217.See file dsdata.txt to determine how the superseded data were derived.
 ER0217
 ER0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC717803(NAD 83)
 ER0217_MARKER: DZ = AZIMUTH MARK DISK
 ER0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0217_SP_SET: CULVERT
 ER0217_STAMPING: EL 7066.27 489+00
 ER0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0217
 ER0217  HISTORY     - Date     Condition        Report By
 ER0217  HISTORY     - UNK      MONUMENTED       AZHD
 ER0217  HISTORY     - 1934     GOOD             NGS
 ER0217
 ER0217                          STATION DESCRIPTION
 ER0217
 ER0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0217'9.5 MI E FROM SPRINGERVILLE.
 ER0217'ON US HWY NO.60, IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 ER0217'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0219 ***********************************************************************
 ER0219  DESIGNATION -  7078.49
 ER0219  PID         -  ER0219
 ER0219  STATE/COUNTY-  AZ/APACHE
 ER0219  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0219
 ER0219                         *CURRENT SURVEY CONTROL
 ER0219  ___________________________________________________________________
 ER0219* NAD 83(1986)-  34 08 56.     (N)    109 06 59.     (W)     SCALED    
 ER0219* NAVD 88     -      2160.767  (meters)    7089.12   (feet)  ADJUSTED  
 ER0219  ___________________________________________________________________
 ER0219  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ER0219  DYNAMIC HT  -        2157.425 (meters)    7078.15  (feet)  COMP
 ER0219  MODELED GRAV-     979,011.8   (mgal)                       NAVD 88
 ER0219
 ER0219  VERT ORDER  -  SECOND    CLASS 0
 ER0219
 ER0219.The horizontal coordinates were scaled from a topographic map and have
 ER0219.an estimated accuracy of +/- 6 seconds.
 ER0219
 ER0219.The orthometric height was determined by differential leveling
 ER0219.and adjusted by the National Geodetic Survey in June 1991..
 ER0219
 ER0219.The geoid height was determined by GEOID03.
 ER0219
 ER0219.The dynamic height is computed by dividing the NAVD 88
 ER0219.geopotential number by the normal gravity value computed on the
 ER0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0219.degrees latitude (g = 980.6199 gals.).
 ER0219
 ER0219.The modeled gravity was interpolated from observed gravity values.
 ER0219
 ER0219;                    North         East    Units  Estimated Accuracy
 ER0219;SPC AZ E     -   349,670.      310,210.      MT  (+/- 180 meters Scaled)
 ER0219
 ER0219                          SUPERSEDED SURVEY CONTROL
 ER0219
 ER0219  NGVD 29 (??/??/92) 2159.814  (m)         7085.99   (f) ADJ UNCH    2 0
 ER0219
 ER0219.Superseded values are not recommended for survey control.
 ER0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0219.See file dsdata.txt to determine how the superseded data were derived.
 ER0219
 ER0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC736802(NAD 83)
 ER0219_MARKER: DD = SURVEY DISK
 ER0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0219_SP_SET: CULVERT
 ER0219_STAMPING: 7078.49 559+40
 ER0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0219+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 ER0219
 ER0219  HISTORY     - Date     Condition        Report By
 ER0219  HISTORY     - UNK      MONUMENTED       AZHD
 ER0219  HISTORY     - 1934     GOOD             NGS
 ER0219  HISTORY     - 20040404 GOOD             GEOCAC
 ER0219
 ER0219                          STATION DESCRIPTION
 ER0219
 ER0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0219'9.5 MI E FROM SPRINGERVILLE.
 ER0219'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0219'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, (SOUTH) TURN RIGHT ON
 ER0219'GRAVEL ROAD AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S.
 ER0219'HWY. 60 AND GO 0.7 MILE TO A CONCRETE CULVERT.  THE BM IS SET IN THE
 ER0219'TOP OF THE CENTER OF THE NORTH HEAD WALL.  STAMPED 7078.49 559+40.
 ER0219
 ER0219                          STATION RECOVERY (2004)
 ER0219
 ER0219'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0975 ***********************************************************************
 ET0975  DESIGNATION -  71 107 55
 ET0975  PID         -  ET0975
 ET0975  STATE/COUNTY-  AZ/YAVAPAI
 ET0975  USGS QUAD   -  O'NEILL PASS (1969)
 ET0975
 ET0975                         *CURRENT SURVEY CONTROL
 ET0975  ___________________________________________________________________
 ET0975* NAD 83(1992)-  34 09 07.91774(N)    112 52 38.27637(W)     ADJUSTED  
 ET0975* NAVD 88     -       912.2    (meters)    2993.     (feet)  VERTCON   
 ET0975  ___________________________________________________________________
 ET0975  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ET0975  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 ET0975
 ET0975  HORZ ORDER  -  SECOND
 ET0975
 ET0975.The horizontal coordinates were established by classical geodetic methods
 ET0975.and adjusted by the National Geodetic Survey in August 1993..
 ET0975
 ET0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0975
 ET0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0975
 ET0975.The geoid height was determined by GEOID03.
 ET0975
 ET0975;                    North         East     Units Scale Factor Converg.
 ET0975;SPC AZ C     -   349,951.597   124,778.094   MT  0.99999670   -0 32 21.6
 ET0975;SPC AZ C     - 1,148,135.16    409,376.95   iFT  0.99999670   -0 32 21.6
 ET0975;UTM  12      - 3,780,623.789   326,933.772   MT  0.99996922   -1 03 15.0
 ET0975
 ET0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0975!SPC AZ C     -   0.99986138  x   0.99999670  =   0.99985808
 ET0975!UTM  12      -   0.99986138  x   0.99996922  =   0.99983060
 ET0975
 ET0975|---------------------------------------------------------------------|
 ET0975| PID    Reference Object                     Distance      Geod. Az  |
 ET0975|                                                           dddmmss.s |
 ET0975| CH2154 71 107 55 RM 1                       12.011 METERS 07011     |
 ET0975| ET0972 SAG                                 APPROX. 3.9 KM 1501003.6 |
 ET0975| CH2155 71 107 55 RM 2                       10.689 METERS 28440     |
 ET0975|---------------------------------------------------------------------|
 ET0975
 ET0975                          SUPERSEDED SURVEY CONTROL
 ET0975
 ET0975  NAD 83(1986)-  34 09 07.91664(N)    112 52 38.27940(W) AD(       ) 2
 ET0975  NAD 27      -  34 09 07.82819(N)    112 52 35.61590(W) AD(       ) 2
 ET0975  NGVD 29 (07/19/86)  911.4    (m)         2990.     (f) VERT ANG       
 ET0975
 ET0975.Superseded values are not recommended for survey control.
 ET0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0975.See file dsdata.txt to determine how the superseded data were derived.
 ET0975
 ET0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2693480624(NAD 83)
 ET0975_MARKER: DD = SURVEY DISK
 ET0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0975+STABILITY: SURFACE MOTION
 ET0975
 ET0975  HISTORY     - Date     Condition        Report By
 ET0975  HISTORY     - 1974     MONUMENTED       AZDT
 ET0975
 ET0975                          STATION DESCRIPTION
 ET0975
 ET0975'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET0975'THE STATION IS LOCATED 15 MILES NORTHWEST OF WICKENBURG, 2 MILES
 ET0975'SOUTHEAST OF CONGRESS AND ALONG ARIZONA HIGHWAY 71.
 ET0975'
 ET0975'THE STATION MARK IS AN ADOT DISK STAMPED 71 107 55 1974.  IT IS SET IN
 ET0975'TOP OF A CONCRETE MONUMENT WHICH IS 5.2 FEET NORTH OF THE WITNESS POST
 ET0975'AND ABOUT 100 FEET SOUTH OF THE HIGHWAY AT A FENCE CORNER.
 ET0975'
 ET0975'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 71 107 55 RM 1 1974.  IT IS
 ET0975'SET IN TOP OF A CONCRETE MONUMENT.
 ET0975'
 ET0975'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 71 107 55 RM 2 1974.  IT IS
 ET0975'SET IN TOP OF A CONCRETE MONUMENT.
 ET0975'
 ET0975'TO REACH THE STATION FROM CONGRESS TRAVEL SOUTHWEST ON SR 71 TO MILE
 ET0975'POST 107.55 AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0869 ***********************************************************************
 DV0869  DESIGNATION -  71 A
 DV0869  PID         -  DV0869
 DV0869  STATE/COUNTY-  AZ/MARICOPA
 DV0869  USGS QUAD   -  WINTERSBURG (1984)
 DV0869
 DV0869                         *CURRENT SURVEY CONTROL
 DV0869  ___________________________________________________________________
 DV0869* NAD 83(1986)-  33 27 58.     (N)    112 47 29.     (W)     SCALED    
 DV0869* NAVD 88     -       332.15   (+/-2cm)    1089.7    (feet)  VERTCON   
 DV0869  ___________________________________________________________________
 DV0869  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV0869
 DV0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0869
 DV0869.The horizontal coordinates were scaled from a topographic map and have
 DV0869.an estimated accuracy of +/- 6 seconds.
 DV0869
 DV0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0869.The vertical order pertains to the NGVD 29 superseded value.
 DV0869
 DV0869.The geoid height was determined by GEOID03.
 DV0869
 DV0869;                    North         East    Units  Estimated Accuracy
 DV0869;SPC AZ C     -   273,780.      132,050.      MT  (+/- 180 meters Scaled)
 DV0869
 DV0869                          SUPERSEDED SURVEY CONTROL
 DV0869
 DV0869  NGVD 29 (??/??/92)  331.516  (m)         1087.65   (f) ADJ UNCH    2 0
 DV0869
 DV0869.Superseded values are not recommended for survey control.
 DV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0869.See file dsdata.txt to determine how the superseded data were derived.
 DV0869
 DV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC335043(NAD 83)
 DV0869_MARKER: DD = SURVEY DISK
 DV0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0869_STAMPING: 71 A 1962
 DV0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0869+STABILITY: SURFACE MOTION
 DV0869
 DV0869  HISTORY     - Date     Condition        Report By
 DV0869  HISTORY     - 1962     MONUMENTED       AZHD
 DV0869  HISTORY     - 1962     GOOD             NGS
 DV0869
 DV0869                          STATION DESCRIPTION
 DV0869
 DV0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0869'12.40 MI SE FROM TONOPAH.
 DV0869'0.65 MILE EAST-SOUTHEAST OF W 415 71.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0869'DISK STAMPED 71 A 1962, SET IN TOP OF A CONCRETE POST PROJECTING 1
 DV0869'INCH, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0869'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0642 ***********************************************************************
 ER0642  DESIGNATION -  71 BKC
 ER0642  PID         -  ER0642
 ER0642  STATE/COUNTY-  AZ/APACHE
 ER0642  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0642
 ER0642                         *CURRENT SURVEY CONTROL
 ER0642  ___________________________________________________________________
 ER0642* NAD 83(1986)-  34 12 46.     (N)    109 26 57.     (W)     SCALED    
 ER0642* NAVD 88     -      2199.106  (meters)    7214.90   (feet)  ADJUSTED  
 ER0642  ___________________________________________________________________
 ER0642  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0642  DYNAMIC HT  -        2195.736 (meters)    7203.84  (feet)  COMP
 ER0642  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 ER0642
 ER0642  VERT ORDER  -  SECOND    CLASS 0
 ER0642
 ER0642.The horizontal coordinates were scaled from a topographic map and have
 ER0642.an estimated accuracy of +/- 6 seconds.
 ER0642
 ER0642.The orthometric height was determined by differential leveling
 ER0642.and adjusted by the National Geodetic Survey in June 1991..
 ER0642
 ER0642.The geoid height was determined by GEOID03.
 ER0642
 ER0642.The dynamic height is computed by dividing the NAVD 88
 ER0642.geopotential number by the normal gravity value computed on the
 ER0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0642.degrees latitude (g = 980.6199 gals.).
 ER0642
 ER0642.The modeled gravity was interpolated from observed gravity values.
 ER0642
 ER0642;                    North         East    Units  Estimated Accuracy
 ER0642;SPC AZ E     -   356,490.      279,470.      MT  (+/- 180 meters Scaled)
 ER0642
 ER0642                          SUPERSEDED SURVEY CONTROL
 ER0642
 ER0642  NGVD 29 (??/??/92) 2197.894  (m)         7210.92   (f) ADJ UNCH    2 0
 ER0642
 ER0642.Superseded values are not recommended for survey control.
 ER0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0642.See file dsdata.txt to determine how the superseded data were derived.
 ER0642
 ER0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC428868(NAD 83)
 ER0642_MARKER: DB = BENCH MARK DISK
 ER0642_SETTING: 66 = SET IN ROCK OUTCROP
 ER0642_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0642_STAMPING: 71 BKC 1968 7212
 ER0642_MARK LOGO: USGS  
 ER0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0642+STABILITY: POSITION/ELEVATION WELL
 ER0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0642+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0642
 ER0642  HISTORY     - Date     Condition        Report By
 ER0642  HISTORY     - 1968     MONUMENTED       USGS
 ER0642
 ER0642                          STATION DESCRIPTION
 ER0642
 ER0642'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0642'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 12.2 MILES
 ER0642'NORTHWEST ALONG U S HIGHWAY 60, TO THE CREST OF A HILL AND A CUT FOR
 ER0642'A ROADWAY, 113 FEET SOUTH OF THE HIGHWAY, 35 FEET SOUTH OF THE FENCE
 ER0642'AND ON TOP OF THE RIDGE, 2 FEET EAST OF A CAIRN, SET IN A ROCK
 ER0642'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1021 ***********************************************************************
 FR1021  DESIGNATION -  71 EMH
 FR1021  PID         -  FR1021
 FR1021  STATE/COUNTY-  AZ/COCONINO
 FR1021  USGS QUAD   -  BISHOP LAKE (1981)
 FR1021
 FR1021                         *CURRENT SURVEY CONTROL
 FR1021  ___________________________________________________________________
 FR1021* NAD 83(1986)-  35 30 24.     (N)    112 40 25.     (W)     SCALED    
 FR1021* NAVD 88     -      1807.400  (meters)    5929.78   (feet)  POSTED    
 FR1021  ___________________________________________________________________
 FR1021  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 FR1021  DYNAMIC HT  -        1804.970 (meters)    5921.81  (feet)  COMP
 FR1021  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 FR1021
 FR1021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1021
 FR1021.The horizontal coordinates were scaled from a topographic map and have
 FR1021.an estimated accuracy of +/- 6 seconds.
 FR1021
 FR1021.The orthometric height was determined by differential leveling
 FR1021.and adjusted by the National Geodetic Survey in 1992..
 FR1021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1021.rate of 0.0 thru 1.0 mm/km.
 FR1021
 FR1021.The geoid height was determined by GEOID03.
 FR1021
 FR1021.The dynamic height is computed by dividing the NAVD 88
 FR1021.geopotential number by the normal gravity value computed on the
 FR1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1021.degrees latitude (g = 980.6199 gals.).
 FR1021
 FR1021.The modeled gravity was interpolated from observed gravity values.
 FR1021
 FR1021;                    North         East    Units  Estimated Accuracy
 FR1021;SPC AZ C     -   500,040.      144,700.      MT  (+/- 180 meters Scaled)
 FR1021
 FR1021                          SUPERSEDED SURVEY CONTROL
 FR1021
 FR1021.No superseded survey control is available for this station.
 FR1021
 FR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE482305(NAD 83)
 FR1021_MARKER: DB = BENCH MARK DISK
 FR1021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1021_SP_SET: COPPER-CLAD STEEL ROD
 FR1021_STAMPING: 71 EMH 1973 5927
 FR1021_MARK LOGO: USGS  
 FR1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1021
 FR1021  HISTORY     - Date     Condition        Report By
 FR1021  HISTORY     - 1973     MONUMENTED       USGS
 FR1021
 FR1021                          STATION DESCRIPTION
 FR1021
 FR1021'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1021'55.8 KM (34.70 MI) NORTH FROM SELIGMAN.
 FR1021'FROM THE GATE AT SEVEN RANCH, PROCEED 7.4 MILES NORTHWEST ALONG A
 FR1021'DIRT ROAD, 0.5 MILES NORTH OF A FENCE CROSSING, 0.4 MILES SOUTH OF A
 FR1021'DRAIN CROSSING, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 FR1021'WEST OF A SMALL JUNIPER TREE.  ROD DEPTH UNKNOWN.
 FR1021'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0663 ***********************************************************************
 FP0663  DESIGNATION -  71 HLS
 FP0663  PID         -  FP0663
 FP0663  STATE/COUNTY-  AZ/APACHE
 FP0663  USGS QUAD   -  CHAMBERS (1971)
 FP0663
 FP0663                         *CURRENT SURVEY CONTROL
 FP0663  ___________________________________________________________________
 FP0663* NAD 83(1986)-  35 14 32.     (N)    109 26 20.     (W)     SCALED    
 FP0663* NAVD 88     -      1838.193  (meters)    6030.80   (feet)  ADJUSTED  
 FP0663  ___________________________________________________________________
 FP0663  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0663  DYNAMIC HT  -        1835.625 (meters)    6022.38  (feet)  COMP
 FP0663  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 FP0663
 FP0663  VERT ORDER  -  SECOND    CLASS II
 FP0663
 FP0663.The horizontal coordinates were scaled from a topographic map and have
 FP0663.an estimated accuracy of +/- 6 seconds.
 FP0663
 FP0663.The orthometric height was determined by differential leveling
 FP0663.and adjusted by the National Geodetic Survey in June 1991..
 FP0663
 FP0663.The geoid height was determined by GEOID03.
 FP0663
 FP0663.The dynamic height is computed by dividing the NAVD 88
 FP0663.geopotential number by the normal gravity value computed on the
 FP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0663.degrees latitude (g = 980.6199 gals.).
 FP0663
 FP0663.The modeled gravity was interpolated from observed gravity values.
 FP0663
 FP0663;                    North         East    Units  Estimated Accuracy
 FP0663;SPC AZ E     -   470,690.      279,600.      MT  (+/- 180 meters Scaled)
 FP0663
 FP0663                          SUPERSEDED SURVEY CONTROL
 FP0663
 FP0663  NGVD 29 (??/??/92) 1837.28   (m)         6027.8    (f) COMPUTED    2 2
 FP0663
 FP0663.Superseded values are not recommended for survey control.
 FP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0663.See file dsdata.txt to determine how the superseded data were derived.
 FP0663
 FP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE420010(NAD 83)
 FP0663_MARKER: DB = BENCH MARK DISK
 FP0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0663_SP_SET: COPPER-CLAD STEEL ROD
 FP0663_STAMPING: 71 HLS 1970 6027
 FP0663_MARK LOGO: USGS  
 FP0663_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0663+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0663
 FP0663  HISTORY     - Date     Condition        Report By
 FP0663  HISTORY     - 1970     MONUMENTED       USGS
 FP0663
 FP0663                          STATION DESCRIPTION
 FP0663
 FP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0663'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0663'PROCEED 3.6 MILES NORTH ALONG STATE HIGHWAY 63, 196 FEET SOUTH OF
 FP0663'YELLOWJACKET ROAD, 98 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A
 FP0663'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0663'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0222 ***********************************************************************
 ER0222  DESIGNATION -  7115.73
 ER0222  PID         -  ER0222
 ER0222  STATE/COUNTY-  AZ/APACHE
 ER0222  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0222
 ER0222                         *CURRENT SURVEY CONTROL
 ER0222  ___________________________________________________________________
 ER0222* NAD 83(1986)-  34 09 53.     (N)    109 04 39.     (W)     SCALED    
 ER0222* NAVD 88     -      2171.877  (meters)    7125.57   (feet)  ADJUSTED  
 ER0222  ___________________________________________________________________
 ER0222  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 ER0222  DYNAMIC HT  -        2168.533 (meters)    7114.60  (feet)  COMP
 ER0222  MODELED GRAV-     979,018.3   (mgal)                       NAVD 88
 ER0222
 ER0222  VERT ORDER  -  SECOND    CLASS 0
 ER0222
 ER0222.The horizontal coordinates were scaled from a topographic map and have
 ER0222.an estimated accuracy of +/- 6 seconds.
 ER0222
 ER0222.The orthometric height was determined by differential leveling
 ER0222.and adjusted by the National Geodetic Survey in June 1991..
 ER0222
 ER0222.The geoid height was determined by GEOID03.
 ER0222
 ER0222.The dynamic height is computed by dividing the NAVD 88
 ER0222.geopotential number by the normal gravity value computed on the
 ER0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0222.degrees latitude (g = 980.6199 gals.).
 ER0222
 ER0222.The modeled gravity was interpolated from observed gravity values.
 ER0222
 ER0222;                    North         East    Units  Estimated Accuracy
 ER0222;SPC AZ E     -   351,460.      313,780.      MT  (+/- 180 meters Scaled)
 ER0222
 ER0222                          SUPERSEDED SURVEY CONTROL
 ER0222
 ER0222  NGVD 29 (??/??/92) 2170.934  (m)         7122.47   (f) ADJ UNCH    2 0
 ER0222
 ER0222.Superseded values are not recommended for survey control.
 ER0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0222.See file dsdata.txt to determine how the superseded data were derived.
 ER0222
 ER0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC772820(NAD 83)
 ER0222_MARKER: DD = SURVEY DISK
 ER0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0222_SP_SET: ABUTMENT
 ER0222_STAMPING: 7115.73 705+72
 ER0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0222
 ER0222  HISTORY     - Date     Condition        Report By
 ER0222  HISTORY     - UNK      MONUMENTED       AZHD
 ER0222  HISTORY     - 1934     GOOD             NGS
 ER0222
 ER0222                          STATION DESCRIPTION
 ER0222
 ER0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0222'12.7 MI E FROM SPRINGERVILLE.
 ER0222'BEGINNING AT THE POST OFFICE IN SPRINGERVILLE FOLLOW U.S. HWY. 60 EAST
 ER0222'FOR 12.7 MILES TO AN INTERSECTION WITH A DIRT ROAD GOING LEFT, (NORTH)
 ER0222'FOLLOW SAID ROAD FOR 0.2 MILE TO OLD U.S. HWY. 60 AND A CONCRETE
 ER0222'BRIDGE LOCATED ABOUT 200 FEET EAST OF JUNCTION.  TABLET IS AN ARIZONA
 ER0222'HIGHWAY DEPARTMENT BENCH MARK LOCATED IN THE TOP OF THE SOUTHEAST
 ER0222'ABUTMENT, AND 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. STAMPED
 ER0222'7115.73 705+72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0262 ***********************************************************************
 FQ0262  DESIGNATION -  7125
 FQ0262  PID         -  FQ0262
 FQ0262  STATE/COUNTY-  AZ/COCONINO
 FQ0262  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0262
 FQ0262                         *CURRENT SURVEY CONTROL
 FQ0262  ___________________________________________________________________
 FQ0262* NAD 83(1986)-  35 20 58.     (N)    111 34 01.     (W)     SCALED    
 FQ0262* NAVD 88     -      2172.298  (meters)    7126.95   (feet)  POSTED    
 FQ0262  ___________________________________________________________________
 FQ0262  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0262  DYNAMIC HT  -        2169.190 (meters)    7116.75  (feet)  COMP
 FQ0262  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 FQ0262
 FQ0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0262
 FQ0262.The horizontal coordinates were scaled from a topographic map and have
 FQ0262.an estimated accuracy of +/- 6 seconds.
 FQ0262
 FQ0262.The orthometric height was determined by differential leveling
 FQ0262.and adjusted by the National Geodetic Survey in 1992..
 FQ0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0262.rate of 0.0 thru 1.0 mm/km.
 FQ0262
 FQ0262.The geoid height was determined by GEOID03.
 FQ0262
 FQ0262.The dynamic height is computed by dividing the NAVD 88
 FQ0262.geopotential number by the normal gravity value computed on the
 FQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0262.degrees latitude (g = 980.6199 gals.).
 FQ0262
 FQ0262.The modeled gravity was interpolated from observed gravity values.
 FQ0262
 FQ0262;                    North         East    Units  Estimated Accuracy
 FQ0262;SPC AZ C     -   482,400.      245,150.      MT  (+/- 180 meters Scaled)
 FQ0262
 FQ0262                          SUPERSEDED SURVEY CONTROL
 FQ0262
 FQ0262.No superseded survey control is available for this station.
 FQ0262
 FQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE484119(NAD 83)
 FQ0262_MARKER: DD = SURVEY DISK
 FQ0262_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0262_SP_SET: ROCK LEDGE
 FQ0262_STAMPING: 7125 1907
 FQ0262_MARK LOGO: USGS  
 FQ0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0262+STABILITY: POSITION/ELEVATION WELL
 FQ0262
 FQ0262  HISTORY     - Date     Condition        Report By
 FQ0262  HISTORY     - 1907     MONUMENTED       USGS
 FQ0262  HISTORY     - 1934     GOOD             NGS
 FQ0262  HISTORY     - 1982     GOOD             NGS
 FQ0262
 FQ0262                          STATION DESCRIPTION
 FQ0262
 FQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0262'7.6 MI N FROM TOWNSEND.
 FQ0262'7.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0262'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 0.1 MILE EAST OF THE CENTER
 FQ0262'OF SECTION 29, T 29 N, R 8 E, JUST EAST OF A POINT WHERE TWO ABANDONED
 FQ0262'ROADS MAKE SHARP BENDS BEFORE GOING UP A STEEP HILL, 150 FEET EAST OF
 FQ0262'ONE ROAD, 80 FEET EAST OF THE OTHER ROAD, AND IN A LEDGE OF ROCK. A
 FQ0262'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7125 1907.
 FQ0262
 FQ0262                          STATION RECOVERY (1982)
 FQ0262
 FQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0262'27.0 KM (16.8 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0262'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 61.0 METERS (200 FT)
 FQ0262'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 40 FEET BELOW THE HIGHWAY AND
 FQ0262'DOWN A STEEP BANK. BM WAS PREVIOUSLY DESCRIBED AS BEING SET IN
 FQ0262'BEDROCK, HOWEVER AFTER A CLOSER LOOK BY THIS UNIT IT WAS DETERMINED TO
 FQ0262'BE A BOULDER, IT WAS REPORTED NOT RECOVERED IN 1934. DUE TO ITS
 FQ0262'LOCATION THIS BM WILL NOT BE INCLUDED IN THE 1982 LEVEL PROGRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0029 ***********************************************************************
 GQ0029  DESIGNATION -  7128.73
 GQ0029  PID         -  GQ0029
 GQ0029  STATE/COUNTY-  AZ/COCONINO
 GQ0029  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0029
 GQ0029                         *CURRENT SURVEY CONTROL
 GQ0029  ___________________________________________________________________
 GQ0029* NAD 83(1986)-  36 46 50.     (N)    112 15 22.     (W)     SCALED    
 GQ0029* NAVD 88     -      2298.371  (meters)    7540.57   (feet)  POSTED    
 GQ0029  ___________________________________________________________________
 GQ0029  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 GQ0029  DYNAMIC HT  -        2295.370 (meters)    7530.73  (feet)  COMP
 GQ0029  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 GQ0029
 GQ0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0029
 GQ0029.The horizontal coordinates were scaled from a topographic map and have
 GQ0029.an estimated accuracy of +/- 6 seconds.
 GQ0029
 GQ0029.The orthometric height was determined by differential leveling
 GQ0029.and adjusted by the National Geodetic Survey in 1992..
 GQ0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0029.rate of 0.0 thru 1.0 mm/km.
 GQ0029
 GQ0029.The geoid height was determined by GEOID03.
 GQ0029
 GQ0029.The dynamic height is computed by dividing the NAVD 88
 GQ0029.geopotential number by the normal gravity value computed on the
 GQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0029.degrees latitude (g = 980.6199 gals.).
 GQ0029
 GQ0029.The modeled gravity was interpolated from observed gravity values.
 GQ0029
 GQ0029;                    North         East    Units  Estimated Accuracy
 GQ0029;SPC AZ C     -   641,170.      183,060.      MT  (+/- 180 meters Scaled)
 GQ0029
 GQ0029                          SUPERSEDED SURVEY CONTROL
 GQ0029
 GQ0029  NGVD 29 (??/??/92) 2297.187  (m)         7536.69   (f) ADJ UNCH    1 2
 GQ0029
 GQ0029.Superseded values are not recommended for survey control.
 GQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0029.See file dsdata.txt to determine how the superseded data were derived.
 GQ0029
 GQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF879712(NAD 83)
 GQ0029_MARKER: P = PIPE CAP
 GQ0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0029_STAMPING: 7128.73
 GQ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0029
 GQ0029  HISTORY     - Date     Condition        Report By
 GQ0029  HISTORY     - UNK      MONUMENTED       BPR
 GQ0029  HISTORY     - 1934     GOOD             NGS
 GQ0029
 GQ0029                          STATION DESCRIPTION
 GQ0029
 GQ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0029'7.7 MI NW FROM JACOB LAKE.
 GQ0029'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0029'COUNTY, 48 FEET WEST OF POLE 2293, AND 38 FEET EAST OF THE CENTERLINE
 GQ0029'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 GQ0029'STAMPED 7128.73 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0029'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0340 ***********************************************************************
 FS0340  DESIGNATION -  713+01.25
 FS0340  PID         -  FS0340
 FS0340  STATE/COUNTY-  AZ/MOHAVE
 FS0340  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0340
 FS0340                         *CURRENT SURVEY CONTROL
 FS0340  ___________________________________________________________________
 FS0340* NAD 83(1986)-  35 32 08.     (N)    114 21 27.     (W)     SCALED    
 FS0340* NAVD 88     -       898.326  (meters)    2947.26   (feet)  POSTED    
 FS0340  ___________________________________________________________________
 FS0340  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0340  DYNAMIC HT  -         897.300 (meters)    2943.89  (feet)  COMP
 FS0340  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 FS0340
 FS0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0340
 FS0340.The horizontal coordinates were scaled from a topographic map and have
 FS0340.an estimated accuracy of +/- 6 seconds.
 FS0340
 FS0340.The orthometric height was determined by differential leveling
 FS0340.and adjusted by the National Geodetic Survey in 1992..
 FS0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0340.rate of 0.0 thru 1.0 mm/km.
 FS0340
 FS0340.The geoid height was determined by GEOID03.
 FS0340
 FS0340.The dynamic height is computed by dividing the NAVD 88
 FS0340.geopotential number by the normal gravity value computed on the
 FS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0340.degrees latitude (g = 980.6199 gals.).
 FS0340
 FS0340.The modeled gravity was interpolated from observed gravity values.
 FS0340
 FS0340;                    North         East    Units  Estimated Accuracy
 FS0340;SPC AZ W     -   503,170.      158,270.      MT  (+/- 180 meters Scaled)
 FS0340
 FS0340                          SUPERSEDED SURVEY CONTROL
 FS0340
 FS0340  NGVD 29 (??/??/92)  897.553  (m)         2944.72   (f) ADJ UNCH    1 1
 FS0340
 FS0340.Superseded values are not recommended for survey control.
 FS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0340.See file dsdata.txt to determine how the superseded data were derived.
 FS0340
 FS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV395356(NAD 83)
 FS0340_MARKER: DD = SURVEY DISK
 FS0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0340_SP_SET: CULVERT
 FS0340_STAMPING: 713+01.25 2945.34 1935
 FS0340_MARK LOGO: AZHD  
 FS0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0340
 FS0340  HISTORY     - Date     Condition        Report By
 FS0340  HISTORY     - 1935     MONUMENTED       AZHD
 FS0340  HISTORY     - 1949     GOOD             NGS
 FS0340  HISTORY     - 1982     GOOD             NGS
 FS0340
 FS0340                          STATION DESCRIPTION
 FS0340
 FS0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0340'11.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0340'11.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0340'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE NORTHWEST OF
 FS0340'THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO PIERCES
 FS0340'FERRY, AT A DOUBLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0340'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6
 FS0340'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0340'HIGHER THAN THE HIGHWAY.
 FS0340
 FS0340                          STATION RECOVERY (1982)
 FS0340
 FS0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0340'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0813 ***********************************************************************
 CZ0813  DESIGNATION -  713+45
 CZ0813  PID         -  CZ0813
 CZ0813  STATE/COUNTY-  AZ/PIMA
 CZ0813  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0813
 CZ0813                         *CURRENT SURVEY CONTROL
 CZ0813  ___________________________________________________________________
 CZ0813* NAD 83(1986)-  32 07 40.     (N)    111 11 19.     (W)     SCALED    
 CZ0813* NAVD 88     -       741.08   (+/-2cm)    2431.4    (feet)  VERTCON   
 CZ0813  ___________________________________________________________________
 CZ0813  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0813
 CZ0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0813
 CZ0813.The horizontal coordinates were scaled from a topographic map and have
 CZ0813.an estimated accuracy of +/- 6 seconds.
 CZ0813
 CZ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0813.The vertical order pertains to the NGVD 29 superseded value.
 CZ0813
 CZ0813.The geoid height was determined by GEOID03.
 CZ0813
 CZ0813;                    North         East    Units  Estimated Accuracy
 CZ0813;SPC AZ C     -   125,270.      282,060.      MT  (+/- 180 meters Scaled)
 CZ0813
 CZ0813                          SUPERSEDED SURVEY CONTROL
 CZ0813
 CZ0813  NGVD 29 (??/??/92)  740.395  (m)         2429.11   (f) ADJ UNCH    2 0
 CZ0813
 CZ0813.Superseded values are not recommended for survey control.
 CZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0813.See file dsdata.txt to determine how the superseded data were derived.
 CZ0813
 CZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA822546(NAD 83)
 CZ0813_MARKER: DD = SURVEY DISK
 CZ0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0813_SP_SET: CULVERT
 CZ0813_STAMPING: 713+45 2430.01
 CZ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0813
 CZ0813  HISTORY     - Date     Condition        Report By
 CZ0813  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0813  HISTORY     - 1951     GOOD             NGS
 CZ0813  HISTORY     - 1979     GOOD             LOCSUR
 CZ0813
 CZ0813                          STATION DESCRIPTION
 CZ0813
 CZ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0813'13.9 MI SW FROM TUCSON.
 CZ0813'13.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0813'STATE HIGHWAY 86, 1.2 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0813'AIRPORT, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0813'A 4 BY 6 FOOT CONCRETE BOX CULVERT, 13 1/2 FEET NORTHWEST OF THE
 CZ0813'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 CZ0813
 CZ0813                          STATION RECOVERY (1979)
 CZ0813
 CZ0813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0209 ***********************************************************************
 ER0209  DESIGNATION -  7140.512
 ER0209  PID         -  ER0209
 ER0209  STATE/COUNTY-  AZ/APACHE
 ER0209  USGS QUAD   -  COYOTE HILLS (1969)
 ER0209
 ER0209                         *CURRENT SURVEY CONTROL
 ER0209  ___________________________________________________________________
 ER0209* NAD 83(1986)-  34 09 06.     (N)    109 14 46.     (W)     SCALED    
 ER0209* NAVD 88     -      2210.074  (meters)    7250.88   (feet)  ADJUSTED  
 ER0209  ___________________________________________________________________
 ER0209  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0209  DYNAMIC HT  -        2206.630 (meters)    7239.59  (feet)  COMP
 ER0209  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 ER0209
 ER0209  VERT ORDER  -  SECOND    CLASS 0
 ER0209
 ER0209.The horizontal coordinates were scaled from a topographic map and have
 ER0209.an estimated accuracy of +/- 6 seconds.
 ER0209
 ER0209.The orthometric height was determined by differential leveling
 ER0209.and adjusted by the National Geodetic Survey in June 1991..
 ER0209
 ER0209.The geoid height was determined by GEOID03.
 ER0209
 ER0209.The dynamic height is computed by dividing the NAVD 88
 ER0209.geopotential number by the normal gravity value computed on the
 ER0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0209.degrees latitude (g = 980.6199 gals.).
 ER0209
 ER0209.The modeled gravity was interpolated from observed gravity values.
 ER0209
 ER0209;                    North         East    Units  Estimated Accuracy
 ER0209;SPC AZ E     -   349,860.      298,250.      MT  (+/- 180 meters Scaled)
 ER0209
 ER0209                          SUPERSEDED SURVEY CONTROL
 ER0209
 ER0209  NGVD 29 (??/??/92) 2209.105  (m)         7247.71   (f) ADJ UNCH    2 0
 ER0209
 ER0209.Superseded values are not recommended for survey control.
 ER0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0209.See file dsdata.txt to determine how the superseded data were derived.
 ER0209
 ER0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC616803(NAD 83)
 ER0209_MARKER: DD = SURVEY DISK
 ER0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0209_SP_SET: CULVERT
 ER0209_STAMPING: EL 7140.512 152+00
 ER0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0209
 ER0209  HISTORY     - Date     Condition        Report By
 ER0209  HISTORY     - UNK      MONUMENTED       AZHD
 ER0209  HISTORY     - 1934     GOOD             NGS
 ER0209  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0209  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0209
 ER0209                          STATION DESCRIPTION
 ER0209
 ER0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0209'3.1 MI E FROM SPRINGERVILLE.
 ER0209'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL OF A
 ER0209'CONCRETE CULVERT, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 ER0209
 ER0209                          STATION RECOVERY (1969)
 ER0209
 ER0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0209'MARK NOT FOUND.
 ER0209
 ER0209                          STATION RECOVERY (2004)
 ER0209
 ER0209'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0209'MARK HAS BEEN DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED,
 ER0209'WHICH IS VERY DETERIORATED.  FOUND PIECE OF CONCRETE WITH THE DISK
 ER0209'IMPRESSION IN IT AT THE HEADWALL.
 ER0209' 
 ER0209'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0209'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0209' 
 ER0209'CIVILIAN GPS COORDINATES - 34* 09.106N 109* 14.796W
 ER0209' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0176 ***********************************************************************
 GP0176  DESIGNATION -  7157
 GP0176  PID         -  GP0176
 GP0176  STATE/COUNTY-  AZ/COCONINO
 GP0176  USGS QUAD   -  CAPE ROYAL (1988)
 GP0176
 GP0176                         *CURRENT SURVEY CONTROL
 GP0176  ___________________________________________________________________
 GP0176* NAD 83(1986)-  36 00 10.     (N)    111 55 16.     (W)     SCALED    
 GP0176* NAVD 88     -      2180.540  (meters)    7153.99   (feet)  POSTED    
 GP0176  ___________________________________________________________________
 GP0176  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0176  DYNAMIC HT  -        2177.560 (meters)    7144.21  (feet)  COMP
 GP0176  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 GP0176
 GP0176  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0176
 GP0176.The horizontal coordinates were scaled from a topographic map and have
 GP0176.an estimated accuracy of +/- 6 seconds.
 GP0176
 GP0176.The orthometric height was determined by differential leveling
 GP0176.and adjusted by the National Geodetic Survey in 1992..
 GP0176.No vertical observational check was made to the station.
 GP0176.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0176.was located on a no-check spur therefore a value was not computed.
 GP0176
 GP0176.The geoid height was determined by GEOID03.
 GP0176
 GP0176.The dynamic height is computed by dividing the NAVD 88
 GP0176.geopotential number by the normal gravity value computed on the
 GP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0176.degrees latitude (g = 980.6199 gals.).
 GP0176
 GP0176.The modeled gravity was interpolated from observed gravity values.
 GP0176
 GP0176;                    North         East    Units  Estimated Accuracy
 GP0176;SPC AZ C     -   554,820.      212,960.      MT  (+/- 180 meters Scaled)
 GP0176
 GP0176                          SUPERSEDED SURVEY CONTROL
 GP0176
 GP0176  NGVD 29 (??/??/92) 2179.486  (m)         7150.53   (f) ADJ UNCH    2 0
 GP0176
 GP0176.Superseded values are not recommended for survey control.
 GP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0176.See file dsdata.txt to determine how the superseded data were derived.
 GP0176
 GP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE169846(NAD 83)
 GP0176_MARKER: DD = SURVEY DISK
 GP0176_SETTING: 66 = SET IN ROCK OUTCROP
 GP0176_SP_SET: LIMESTONE LEDGE
 GP0176_STAMPING: 7157 CANYON
 GP0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0176+STABILITY: POSITION/ELEVATION WELL
 GP0176
 GP0176  HISTORY     - Date     Condition        Report By
 GP0176  HISTORY     - UNK      MONUMENTED       USGS
 GP0176  HISTORY     - 1934     GOOD             NGS
 GP0176
 GP0176                          STATION DESCRIPTION
 GP0176
 GP0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0176'17.5 MI E FROM GRAND CANYON.
 GP0176'ABOUT 17.5 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0176'GRAND CANYON, COCONINO COUNTY, AT MORAN POINT, ABOUT 0.2 MILES NORTH
 GP0176'OF THE JUNCTION WITH THE ROAD LEADING TO MORAN POINT, AT THE RIM OF
 GP0176'THE CANYON, AND IN THE TOP OF THE EAST END OF A LIMESTONE LEDGE.  A
 GP0176'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7157 CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0225 ***********************************************************************
 FQ0225  DESIGNATION -  7178
 FQ0225  PID         -  FQ0225
 FQ0225  STATE/COUNTY-  AZ/COCONINO
 FQ0225  USGS QUAD   -  PARKS (1974)
 FQ0225
 FQ0225                         *CURRENT SURVEY CONTROL
 FQ0225  ___________________________________________________________________
 FQ0225* NAD 83(1986)-  35 15 03.     (N)    111 54 20.     (W)     SCALED    
 FQ0225* NAVD 88     -      2188.346  (meters)    7179.60   (feet)  ADJUSTED  
 FQ0225  ___________________________________________________________________
 FQ0225  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0225  DYNAMIC HT  -        2185.224 (meters)    7169.36  (feet)  COMP
 FQ0225  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 FQ0225
 FQ0225  VERT ORDER  -  FIRST     CLASS II
 FQ0225
 FQ0225.The horizontal coordinates were scaled from a topographic map and have
 FQ0225.an estimated accuracy of +/- 6 seconds.
 FQ0225
 FQ0225.The orthometric height was determined by differential leveling
 FQ0225.and adjusted by the National Geodetic Survey in June 1991..
 FQ0225
 FQ0225.The geoid height was determined by GEOID03.
 FQ0225
 FQ0225.The dynamic height is computed by dividing the NAVD 88
 FQ0225.geopotential number by the normal gravity value computed on the
 FQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0225.degrees latitude (g = 980.6199 gals.).
 FQ0225
 FQ0225.The modeled gravity was interpolated from observed gravity values.
 FQ0225
 FQ0225;                    North         East    Units  Estimated Accuracy
 FQ0225;SPC AZ C     -   471,400.      214,370.      MT  (+/- 180 meters Scaled)
 FQ0225
 FQ0225                          SUPERSEDED SURVEY CONTROL
 FQ0225
 FQ0225  NGVD 29 (??/??/92) 2187.305  (m)         7176.18   (f) ADJ UNCH    1 2
 FQ0225
 FQ0225.Superseded values are not recommended for survey control.
 FQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0225.See file dsdata.txt to determine how the superseded data were derived.
 FQ0225
 FQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE176012(NAD 83)
 FQ0225_MARKER: DD = SURVEY DISK
 FQ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0225_SP_SET: CULVERT
 FQ0225_STAMPING: 7176.183 1907
 FQ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0225
 FQ0225  HISTORY     - Date     Condition        Report By
 FQ0225  HISTORY     - 1907     MONUMENTED       USGS
 FQ0225  HISTORY     - 1934     GOOD             NGS
 FQ0225  HISTORY     - 1958     GOOD             NGS
 FQ0225  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0225
 FQ0225                          STATION DESCRIPTION
 FQ0225
 FQ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0225'2.0 MI E FROM MAINE.
 FQ0225'2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FQ0225'STATION AT MAINE, COCONINO COUNTY, 1-1/2 POLES EAST OF MILEAGE POLE
 FQ0225'360-1/2, IN THE TOP OF THE NORTHEAST CORNER OF AN ABANDONED CULVERT, 2
 FQ0225'FEET FROM THE FACE, AND 1 FOOT FROM THE END OF THE COPING.  A U.S.
 FQ0225'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7176.183 1907.
 FQ0225
 FQ0225                          STATION RECOVERY (1958)
 FQ0225
 FQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0225'RECOVERED IN GOOD CONDITION.
 FQ0225
 FQ0225                          STATION RECOVERY (1982)
 FQ0225
 FQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0225'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0226 ***********************************************************************
 FQ0226  DESIGNATION -  7193
 FQ0226  PID         -  FQ0226
 FQ0226  STATE/COUNTY-  AZ/COCONINO
 FQ0226  USGS QUAD   -  BELLEMONT (1980)
 FQ0226
 FQ0226                         *CURRENT SURVEY CONTROL
 FQ0226  ___________________________________________________________________
 FQ0226* NAD 83(1986)-  35 14 35.     (N)    111 51 41.     (W)     SCALED    
 FQ0226* NAVD 88     -      2193.100  (meters)    7195.20   (feet)  POSTED    
 FQ0226  ___________________________________________________________________
 FQ0226  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0226  DYNAMIC HT  -        2189.990 (meters)    7184.99  (feet)  COMP
 FQ0226  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 FQ0226
 FQ0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0226
 FQ0226.The horizontal coordinates were scaled from a topographic map and have
 FQ0226.an estimated accuracy of +/- 6 seconds.
 FQ0226
 FQ0226.The orthometric height was determined by differential leveling
 FQ0226.and adjusted by the National Geodetic Survey in 1992..
 FQ0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0226.rate of 0.0 thru 1.0 mm/km.
 FQ0226
 FQ0226.The geoid height was determined by GEOID03.
 FQ0226
 FQ0226.The dynamic height is computed by dividing the NAVD 88
 FQ0226.geopotential number by the normal gravity value computed on the
 FQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0226.degrees latitude (g = 980.6199 gals.).
 FQ0226
 FQ0226.The modeled gravity was interpolated from observed gravity values.
 FQ0226
 FQ0226;                    North         East    Units  Estimated Accuracy
 FQ0226;SPC AZ C     -   470,540.      218,390.      MT  (+/- 180 meters Scaled)
 FQ0226
 FQ0226                          SUPERSEDED SURVEY CONTROL
 FQ0226
 FQ0226  NGVD 29 (??/??/92) 2192.078  (m)         7191.84   (f) ADJ UNCH    1 2
 FQ0226
 FQ0226.Superseded values are not recommended for survey control.
 FQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0226.See file dsdata.txt to determine how the superseded data were derived.
 FQ0226
 FQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE216003(NAD 83)
 FQ0226_MARKER: DD = SURVEY DISK
 FQ0226_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0226_SP_SET: ROCK OUTCROP
 FQ0226_STAMPING: 7191.842 1907
 FQ0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0226+STABILITY: POSITION/ELEVATION WELL
 FQ0226
 FQ0226  HISTORY     - Date     Condition        Report By
 FQ0226  HISTORY     - 1907     MONUMENTED       USGS
 FQ0226  HISTORY     - 1934     POOR             NGS
 FQ0226
 FQ0226                          STATION DESCRIPTION
 FQ0226
 FQ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0226'0.6 MI E FROM AREY.
 FQ0226'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FQ0226'STATION AT AREY, COCONINO COUNTY, 35 FEET NORTH OF MILEPOST 358, NEAR
 FQ0226'THE CENTER OF A ROCK PILE, IN THE TOP OF A ROCK OUTCROP, 5 FEET SOUTH
 FQ0226'OF THE RIGHT-OF-WAY FENCE, 80 FEET NORTH OF THE CENTERLINE OF THE
 FQ0226'TRACK, AND 3 INCHES ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD
 FQ0226'DISK, STAMPED 7191.842 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0872 ***********************************************************************
 DV0872  DESIGNATION -  72 A
 DV0872  PID         -  DV0872
 DV0872  STATE/COUNTY-  AZ/MARICOPA
 DV0872  USGS QUAD   -  WINTERSBURG (1984)
 DV0872
 DV0872                         *CURRENT SURVEY CONTROL
 DV0872  ___________________________________________________________________
 DV0872* NAD 83(1986)-  33 27 38.     (N)    112 46 31.     (W)     SCALED    
 DV0872* NAVD 88     -       329.12   (+/-2cm)    1079.8    (feet)  VERTCON   
 DV0872  ___________________________________________________________________
 DV0872  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DV0872
 DV0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0872
 DV0872.The horizontal coordinates were scaled from a topographic map and have
 DV0872.an estimated accuracy of +/- 6 seconds.
 DV0872
 DV0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0872.The vertical order pertains to the NGVD 29 superseded value.
 DV0872
 DV0872.The geoid height was determined by GEOID03.
 DV0872
 DV0872;                    North         East    Units  Estimated Accuracy
 DV0872;SPC AZ C     -   273,160.      133,550.      MT  (+/- 180 meters Scaled)
 DV0872
 DV0872                          SUPERSEDED SURVEY CONTROL
 DV0872
 DV0872  NGVD 29 (??/??/92)  328.487  (m)         1077.71   (f) ADJ UNCH    2 0
 DV0872
 DV0872.Superseded values are not recommended for survey control.
 DV0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0872.See file dsdata.txt to determine how the superseded data were derived.
 DV0872
 DV0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC350037(NAD 83)
 DV0872_MARKER: DD = SURVEY DISK
 DV0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0872_STAMPING: 72 A 1962
 DV0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0872+STABILITY: SURFACE MOTION
 DV0872
 DV0872  HISTORY     - Date     Condition        Report By
 DV0872  HISTORY     - 1962     MONUMENTED       AZHD
 DV0872  HISTORY     - 1962     GOOD             NGS
 DV0872
 DV0872                          STATION DESCRIPTION
 DV0872
 DV0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0872'11.2 MI SE FROM TONOPAH.
 DV0872'0.4 MILE EAST-SOUTHEAST OF X 415 72.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0872'DISK STAMPED 72 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0872'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0872'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0643 ***********************************************************************
 ER0643  DESIGNATION -  72 BKC
 ER0643  PID         -  ER0643
 ER0643  STATE/COUNTY-  AZ/APACHE
 ER0643  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0643
 ER0643                         *CURRENT SURVEY CONTROL
 ER0643  ___________________________________________________________________
 ER0643* NAD 83(1986)-  34 12 56.     (N)    109 27 40.     (W)     SCALED    
 ER0643* NAVD 88     -      2192.032  (meters)    7191.69   (feet)  ADJUSTED  
 ER0643  ___________________________________________________________________
 ER0643  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0643  DYNAMIC HT  -        2188.664 (meters)    7180.64  (feet)  COMP
 ER0643  MODELED GRAV-     979,019.9   (mgal)                       NAVD 88
 ER0643
 ER0643  VERT ORDER  -  SECOND    CLASS 0
 ER0643
 ER0643.The horizontal coordinates were scaled from a topographic map and have
 ER0643.an estimated accuracy of +/- 6 seconds.
 ER0643
 ER0643.The orthometric height was determined by differential leveling
 ER0643.and adjusted by the National Geodetic Survey in June 1991..
 ER0643
 ER0643.The geoid height was determined by GEOID03.
 ER0643
 ER0643.The dynamic height is computed by dividing the NAVD 88
 ER0643.geopotential number by the normal gravity value computed on the
 ER0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0643.degrees latitude (g = 980.6199 gals.).
 ER0643
 ER0643.The modeled gravity was interpolated from observed gravity values.
 ER0643
 ER0643;                    North         East    Units  Estimated Accuracy
 ER0643;SPC AZ E     -   356,790.      278,370.      MT  (+/- 180 meters Scaled)
 ER0643
 ER0643                          SUPERSEDED SURVEY CONTROL
 ER0643
 ER0643  NGVD 29 (??/??/92) 2190.805  (m)         7187.67   (f) ADJ UNCH    2 0
 ER0643
 ER0643.Superseded values are not recommended for survey control.
 ER0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0643.See file dsdata.txt to determine how the superseded data were derived.
 ER0643
 ER0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC417871(NAD 83)
 ER0643_MARKER: DB = BENCH MARK DISK
 ER0643_SETTING: 66 = SET IN ROCK OUTCROP
 ER0643_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0643_STAMPING: 72 BKC 1968 7189
 ER0643_MARK LOGO: USGS  
 ER0643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0643+STABILITY: POSITION/ELEVATION WELL
 ER0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0643+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0643
 ER0643  HISTORY     - Date     Condition        Report By
 ER0643  HISTORY     - 1968     MONUMENTED       USGS
 ER0643
 ER0643                          STATION DESCRIPTION
 ER0643
 ER0643'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0643'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 13.0 MILES
 ER0643'NORTHWEST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE ROAD, 4.3 FEET
 ER0643'SOUTHEAST OF A WITNESS POST, 1.4 FEET SOUTH OF A FENCE, SET IN A ROCK
 ER0643'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1022 ***********************************************************************
 FR1022  DESIGNATION -  72 EMH
 FR1022  PID         -  FR1022
 FR1022  STATE/COUNTY-  AZ/COCONINO
 FR1022  USGS QUAD   -  BISHOP LAKE (1981)
 FR1022
 FR1022                         *CURRENT SURVEY CONTROL
 FR1022  ___________________________________________________________________
 FR1022* NAD 83(1986)-  35 31 06.     (N)    112 40 56.     (W)     SCALED    
 FR1022* NAVD 88     -      1804.305  (meters)    5919.62   (feet)  POSTED    
 FR1022  ___________________________________________________________________
 FR1022  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 FR1022  DYNAMIC HT  -        1801.880 (meters)    5911.67  (feet)  COMP
 FR1022  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 FR1022
 FR1022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1022
 FR1022.The horizontal coordinates were scaled from a topographic map and have
 FR1022.an estimated accuracy of +/- 6 seconds.
 FR1022
 FR1022.The orthometric height was determined by differential leveling
 FR1022.and adjusted by the National Geodetic Survey in 1992..
 FR1022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1022.rate of 0.0 thru 1.0 mm/km.
 FR1022
 FR1022.The geoid height was determined by GEOID03.
 FR1022
 FR1022.The dynamic height is computed by dividing the NAVD 88
 FR1022.geopotential number by the normal gravity value computed on the
 FR1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1022.degrees latitude (g = 980.6199 gals.).
 FR1022
 FR1022.The modeled gravity was interpolated from observed gravity values.
 FR1022
 FR1022;                    North         East    Units  Estimated Accuracy
 FR1022;SPC AZ C     -   501,350.      143,920.      MT  (+/- 180 meters Scaled)
 FR1022
 FR1022                          SUPERSEDED SURVEY CONTROL
 FR1022
 FR1022.No superseded survey control is available for this station.
 FR1022
 FR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE474318(NAD 83)
 FR1022_MARKER: DB = BENCH MARK DISK
 FR1022_SETTING: 80 = SET IN A BOULDER
 FR1022_SP_SET: BOULDER
 FR1022_STAMPING: 72 EMH 1973 5917
 FR1022_MARK LOGO: USGS  
 FR1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1022+STABILITY: SURFACE MOTION
 FR1022
 FR1022  HISTORY     - Date     Condition        Report By
 FR1022  HISTORY     - 1973     MONUMENTED       USGS
 FR1022
 FR1022                          STATION DESCRIPTION
 FR1022
 FR1022'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1022'57.5 KM (35.70 MI) NORTH FROM SELIGMAN.
 FR1022'FROM THE GATE AT SEVEN RANCH, PROCEED 8.4 MILES NORTHWEST ALONG A
 FR1022'DIRT ROAD, ABOUT 130 FEET SOUTH OF A CURVE LEFT AND BEGINNING OF A
 FR1022'SHORT DESCENT, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, IN A
 FR1022'BOULDER PROJECTING 0.5 FEET ABOVE GROUND.
 FR1022'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0664 ***********************************************************************
 FP0664  DESIGNATION -  72 HLS
 FP0664  PID         -  FP0664
 FP0664  STATE/COUNTY-  AZ/APACHE
 FP0664  USGS QUAD   -  CHAMBERS (1971)
 FP0664
 FP0664                         *CURRENT SURVEY CONTROL
 FP0664  ___________________________________________________________________
 FP0664* NAD 83(1986)-  35 13 50.     (N)    109 26 21.     (W)     SCALED    
 FP0664* NAVD 88     -      1830.887  (meters)    6006.84   (feet)  ADJUSTED  
 FP0664  ___________________________________________________________________
 FP0664  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 FP0664  DYNAMIC HT  -        1828.333 (meters)    5998.46  (feet)  COMP
 FP0664  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FP0664
 FP0664  VERT ORDER  -  SECOND    CLASS II
 FP0664
 FP0664.The horizontal coordinates were scaled from a topographic map and have
 FP0664.an estimated accuracy of +/- 6 seconds.
 FP0664
 FP0664.The orthometric height was determined by differential leveling
 FP0664.and adjusted by the National Geodetic Survey in June 1991..
 FP0664
 FP0664.The geoid height was determined by GEOID03.
 FP0664
 FP0664.The dynamic height is computed by dividing the NAVD 88
 FP0664.geopotential number by the normal gravity value computed on the
 FP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0664.degrees latitude (g = 980.6199 gals.).
 FP0664
 FP0664.The modeled gravity was interpolated from observed gravity values.
 FP0664
 FP0664;                    North         East    Units  Estimated Accuracy
 FP0664;SPC AZ E     -   469,390.      279,580.      MT  (+/- 180 meters Scaled)
 FP0664
 FP0664                          SUPERSEDED SURVEY CONTROL
 FP0664
 FP0664  NGVD 29 (??/??/92) 1829.97   (m)         6003.8    (f) COMPUTED    2 2
 FP0664
 FP0664.Superseded values are not recommended for survey control.
 FP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0664.See file dsdata.txt to determine how the superseded data were derived.
 FP0664
 FP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD420997(NAD 83)
 FP0664_MARKER: DB = BENCH MARK DISK
 FP0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0664_SP_SET: COPPER-CLAD STEEL ROD
 FP0664_STAMPING: 72 HLS 1970 6003
 FP0664_MARK LOGO: USGS  
 FP0664_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0664+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0664
 FP0664  HISTORY     - Date     Condition        Report By
 FP0664  HISTORY     - 1970     MONUMENTED       USGS
 FP0664
 FP0664                          STATION DESCRIPTION
 FP0664
 FP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0664'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0664'PROCEED 2.9 MILES NORTH ALONG STATE HIGHWAY 63, 108 FEET SOUTHEAST OF
 FP0664'THE SOUTHEAST CORNER OF A SMALL CONCRETE BRIDGE, 47 FEET EAST OF THE
 FP0664'HIGHWAY, 1 FOOT WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0664'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0339 ***********************************************************************
 FS0339  DESIGNATION -  720+50
 FS0339  PID         -  FS0339
 FS0339  STATE/COUNTY-  AZ/MOHAVE
 FS0339  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0339
 FS0339                         *CURRENT SURVEY CONTROL
 FS0339  ___________________________________________________________________
 FS0339* NAD 83(1986)-  35 32 12.     (N)    114 21 31.     (W)     SCALED    
 FS0339* NAVD 88     -       895.740  (meters)    2938.77   (feet)  POSTED    
 FS0339  ___________________________________________________________________
 FS0339  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0339  DYNAMIC HT  -         894.720 (meters)    2935.43  (feet)  COMP
 FS0339  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 FS0339
 FS0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0339
 FS0339.The horizontal coordinates were scaled from a topographic map and have
 FS0339.an estimated accuracy of +/- 6 seconds.
 FS0339
 FS0339.The orthometric height was determined by differential leveling
 FS0339.and adjusted by the National Geodetic Survey in 1992..
 FS0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0339.rate of 0.0 thru 1.0 mm/km.
 FS0339
 FS0339.The geoid height was determined by GEOID03.
 FS0339
 FS0339.The dynamic height is computed by dividing the NAVD 88
 FS0339.geopotential number by the normal gravity value computed on the
 FS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0339.degrees latitude (g = 980.6199 gals.).
 FS0339
 FS0339.The modeled gravity was interpolated from observed gravity values.
 FS0339
 FS0339;                    North         East    Units  Estimated Accuracy
 FS0339;SPC AZ W     -   503,300.      158,170.      MT  (+/- 180 meters Scaled)
 FS0339
 FS0339                          SUPERSEDED SURVEY CONTROL
 FS0339
 FS0339  NGVD 29 (??/??/92)  894.968  (m)         2936.24   (f) ADJ UNCH    1 1
 FS0339
 FS0339.Superseded values are not recommended for survey control.
 FS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0339.See file dsdata.txt to determine how the superseded data were derived.
 FS0339
 FS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV394357(NAD 83)
 FS0339_MARKER: DD = SURVEY DISK
 FS0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0339_SP_SET: CULVERT
 FS0339_STAMPING: 720+50 2936.90 1935
 FS0339_MARK LOGO: AZHD  
 FS0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0339
 FS0339  HISTORY     - Date     Condition        Report By
 FS0339  HISTORY     - 1935     MONUMENTED       AZHD
 FS0339  HISTORY     - 1949     GOOD             NGS
 FS0339  HISTORY     - 1982     GOOD             NGS
 FS0339
 FS0339                          STATION DESCRIPTION
 FS0339
 FS0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0339'11.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0339'11.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0339'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0339'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0339'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST OF THE
 FS0339'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0339
 FS0339                          STATION RECOVERY (1982)
 FS0339
 FS0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0339'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0018 ***********************************************************************
 GQ0018  DESIGNATION -  7209.27
 GQ0018  PID         -  GQ0018
 GQ0018  STATE/COUNTY-  AZ/COCONINO
 GQ0018  USGS QUAD   -  JACOB LAKE (1988)
 GQ0018
 GQ0018                         *CURRENT SURVEY CONTROL
 GQ0018  ___________________________________________________________________
 GQ0018* NAD 83(1986)-  36 44 05.     (N)    112 10 12.     (W)     SCALED    
 GQ0018* NAVD 88     -      2322.988  (meters)    7621.34   (feet)  POSTED    
 GQ0018  ___________________________________________________________________
 GQ0018  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GQ0018  DYNAMIC HT  -        2319.980 (meters)    7611.47  (feet)  COMP
 GQ0018  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 GQ0018
 GQ0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0018
 GQ0018.The horizontal coordinates were scaled from a topographic map and have
 GQ0018.an estimated accuracy of +/- 6 seconds.
 GQ0018
 GQ0018.The orthometric height was determined by differential leveling
 GQ0018.and adjusted by the National Geodetic Survey in 1992..
 GQ0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0018.rate of 0.0 thru 1.0 mm/km.
 GQ0018
 GQ0018.The geoid height was determined by GEOID03.
 GQ0018
 GQ0018.The dynamic height is computed by dividing the NAVD 88
 GQ0018.geopotential number by the normal gravity value computed on the
 GQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0018.degrees latitude (g = 980.6199 gals.).
 GQ0018
 GQ0018.The modeled gravity was interpolated from observed gravity values.
 GQ0018
 GQ0018;                    North         East    Units  Estimated Accuracy
 GQ0018;SPC AZ C     -   636,060.      190,740.      MT  (+/- 180 meters Scaled)
 GQ0018
 GQ0018                          SUPERSEDED SURVEY CONTROL
 GQ0018
 GQ0018  NGVD 29 (??/??/92) 2321.834  (m)         7617.55   (f) ADJ UNCH    1 2
 GQ0018
 GQ0018.Superseded values are not recommended for survey control.
 GQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0018.See file dsdata.txt to determine how the superseded data were derived.
 GQ0018
 GQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF955660(NAD 83)
 GQ0018_MARKER: P = PIPE CAP
 GQ0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0018_STAMPING: 7209.27 175+14.33 1931
 GQ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0018
 GQ0018  HISTORY     - Date     Condition        Report By
 GQ0018  HISTORY     - 1931     MONUMENTED       BPR
 GQ0018  HISTORY     - 1934     GOOD             NGS
 GQ0018
 GQ0018                          STATION DESCRIPTION
 GQ0018
 GQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0018'3.2 MI E FROM JACOB LAKE.
 GQ0018'3.2 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0018'LAKE, COCONINO COUNTY, 75 FEET NORTH OF A SMALL STONE CULVERT, AND 35
 GQ0018'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 GQ0018'OF PUBLIC ROADS STANDARD CAP, STAMPED 7209.27 175+14.33 1931 AND
 GQ0018'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0211 ***********************************************************************
 ER0211  DESIGNATION -  7239.78
 ER0211  PID         -  ER0211
 ER0211  STATE/COUNTY-  AZ/APACHE
 ER0211  USGS QUAD   -  COYOTE HILLS (1969)
 ER0211
 ER0211                         *CURRENT SURVEY CONTROL
 ER0211  ___________________________________________________________________
 ER0211* NAD 83(1986)-  34 09 20.     (N)    109 13 15.     (W)     SCALED    
 ER0211* NAVD 88     -      2209.887  (meters)    7250.27   (feet)  ADJUSTED  
 ER0211  ___________________________________________________________________
 ER0211  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ER0211  DYNAMIC HT  -        2206.443 (meters)    7238.97  (feet)  COMP
 ER0211  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 ER0211
 ER0211  VERT ORDER  -  SECOND    CLASS 0
 ER0211
 ER0211.The horizontal coordinates were scaled from a topographic map and have
 ER0211.an estimated accuracy of +/- 6 seconds.
 ER0211
 ER0211.The orthometric height was determined by differential leveling
 ER0211.and adjusted by the National Geodetic Survey in June 1991..
 ER0211
 ER0211.The geoid height was determined by GEOID03.
 ER0211
 ER0211.The dynamic height is computed by dividing the NAVD 88
 ER0211.geopotential number by the normal gravity value computed on the
 ER0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0211.degrees latitude (g = 980.6199 gals.).
 ER0211
 ER0211.The modeled gravity was interpolated from observed gravity values.
 ER0211
 ER0211;                    North         East    Units  Estimated Accuracy
 ER0211;SPC AZ E     -   350,310.      300,570.      MT  (+/- 180 meters Scaled)
 ER0211
 ER0211                          SUPERSEDED SURVEY CONTROL
 ER0211
 ER0211  NGVD 29 (??/??/92) 2208.913  (m)         7247.08   (f) ADJ UNCH    2 0
 ER0211
 ER0211.Superseded values are not recommended for survey control.
 ER0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0211.See file dsdata.txt to determine how the superseded data were derived.
 ER0211
 ER0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC640808(NAD 83)
 ER0211_MARKER: DD = SURVEY DISK
 ER0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0211_SP_SET: CULVERT
 ER0211_STAMPING: EL 7239.78 231+50
 ER0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0211
 ER0211  HISTORY     - Date     Condition        Report By
 ER0211  HISTORY     - UNK      MONUMENTED       AZHD
 ER0211  HISTORY     - 1934     GOOD             NGS
 ER0211  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0211  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0211
 ER0211                          STATION DESCRIPTION
 ER0211
 ER0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0211'4.5 MI E FROM SPRINGERVILLE.
 ER0211'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL FOR A
 ER0211'CONCRETE CULVERT, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0211
 ER0211                          STATION RECOVERY (1969)
 ER0211
 ER0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0211'MARK NOT FOUND.
 ER0211
 ER0211                          STATION RECOVERY (2004)
 ER0211
 ER0211'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0211'MARK IS BELIEVED DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED.
 ER0211'CULVERT AND HEADWALL DAMAGED AND VERY DETERIORATED.
 ER0211' 
 ER0211'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0211'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0211' 
 ER0211'CIVILIAN GPS COORDINATES - 34* 09.342N 109* 13.246W
 ER0211' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0021 ***********************************************************************
 GQ0021  DESIGNATION -  7244.04
 GQ0021  PID         -  GQ0021
 GQ0021  STATE/COUNTY-  AZ/COCONINO
 GQ0021  USGS QUAD   -  JACOB LAKE (1988)
 GQ0021
 GQ0021                         *CURRENT SURVEY CONTROL
 GQ0021  ___________________________________________________________________
 GQ0021* NAD 83(1986)-  36 44 05.     (N)    112 10 57.     (W)     SCALED    
 GQ0021* NAVD 88     -      2333.63   (+/-2cm)    7656.3    (feet)  VERTCON   
 GQ0021  ___________________________________________________________________
 GQ0021  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0021
 GQ0021  VERT ORDER  -  ? (See Below)
 GQ0021
 GQ0021.The horizontal coordinates were scaled from a topographic map and have
 GQ0021.an estimated accuracy of +/- 6 seconds.
 GQ0021
 GQ0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0021.The vertical order pertains to the NGVD 29 superseded value.
 GQ0021
 GQ0021.The geoid height was determined by GEOID03.
 GQ0021
 GQ0021;                    North         East    Units  Estimated Accuracy
 GQ0021;SPC AZ C     -   636,070.      189,620.      MT  (+/- 180 meters Scaled)
 GQ0021
 GQ0021                          SUPERSEDED SURVEY CONTROL
 GQ0021
 GQ0021  NGVD 29 (??/??/92) 2332.440  (m)         7652.35   (f) ADJ UNCH    ?  
 GQ0021
 GQ0021.Superseded values are not recommended for survey control.
 GQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0021.See file dsdata.txt to determine how the superseded data were derived.
 GQ0021
 GQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF944660(NAD 83)
 GQ0021_MARKER: P = PIPE CAP
 GQ0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0021_STAMPING: 7244.04 148+4189
 GQ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0021
 GQ0021  HISTORY     - Date     Condition        Report By
 GQ0021  HISTORY     - UNK      MONUMENTED       BPR
 GQ0021  HISTORY     - 1934     GOOD             NGS
 GQ0021
 GQ0021                          STATION DESCRIPTION
 GQ0021
 GQ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0021'2.7 MI E FROM JACOB LAKE.
 GQ0021'2.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0021'LAKE, COCONINO COUNTY, AND 37 FEET NORTH OF THE CENTERLINE OF THE
 GQ0021'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 GQ0021'7244.04 148+4189 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0021'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0020 ***********************************************************************
 GQ0020  DESIGNATION -  7247.68
 GQ0020  PID         -  GQ0020
 GQ0020  STATE/COUNTY-  AZ/COCONINO
 GQ0020  USGS QUAD   -  JACOB LAKE (1988)
 GQ0020
 GQ0020                         *CURRENT SURVEY CONTROL
 GQ0020  ___________________________________________________________________
 GQ0020* NAD 83(1986)-  36 44 05.     (N)    112 10 58.     (W)     SCALED    
 GQ0020* NAVD 88     -      2334.739  (meters)    7659.89   (feet)  POSTED    
 GQ0020  ___________________________________________________________________
 GQ0020  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0020  DYNAMIC HT  -        2331.680 (meters)    7649.85  (feet)  COMP
 GQ0020  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 GQ0020
 GQ0020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0020
 GQ0020.The horizontal coordinates were scaled from a topographic map and have
 GQ0020.an estimated accuracy of +/- 6 seconds.
 GQ0020
 GQ0020.The orthometric height was determined by differential leveling
 GQ0020.and adjusted by the National Geodetic Survey in 1992..
 GQ0020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0020.rate of 0.0 thru 1.0 mm/km.
 GQ0020
 GQ0020.The geoid height was determined by GEOID03.
 GQ0020
 GQ0020.The dynamic height is computed by dividing the NAVD 88
 GQ0020.geopotential number by the normal gravity value computed on the
 GQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0020.degrees latitude (g = 980.6199 gals.).
 GQ0020
 GQ0020.The modeled gravity was interpolated from observed gravity values.
 GQ0020
 GQ0020;                    North         East    Units  Estimated Accuracy
 GQ0020;SPC AZ C     -   636,070.      189,590.      MT  (+/- 180 meters Scaled)
 GQ0020
 GQ0020                          SUPERSEDED SURVEY CONTROL
 GQ0020
 GQ0020  NGVD 29 (??/??/92) 2333.551  (m)         7655.99   (f) ADJ UNCH    1 2
 GQ0020
 GQ0020.Superseded values are not recommended for survey control.
 GQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0020.See file dsdata.txt to determine how the superseded data were derived.
 GQ0020
 GQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF943660(NAD 83)
 GQ0020_MARKER: P = PIPE CAP
 GQ0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0020_STAMPING: 7247.68 148+4189 1931
 GQ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0020
 GQ0020  HISTORY     - Date     Condition        Report By
 GQ0020  HISTORY     - 1931     MONUMENTED       BPR
 GQ0020  HISTORY     - 1934     GOOD             NGS
 GQ0020
 GQ0020                          STATION DESCRIPTION
 GQ0020
 GQ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0020'2.7 MI E FROM JACOB LAKE.
 GQ0020'2.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0020'LAKE, COCONINO COUNTY, AND 35 FEET SOUTH OF THE CENTERLINE OF THE
 GQ0020'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 GQ0020'7247.68 148+4189 1931 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE
 GQ0020'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0751 ***********************************************************************
 DA0751  DESIGNATION -  727
 DA0751  PID         -  DA0751
 DA0751  STATE/COUNTY-  AZ/MARICOPA
 DA0751  USGS QUAD   -  SENTINEL NE (1986)
 DA0751
 DA0751                         *CURRENT SURVEY CONTROL
 DA0751  ___________________________________________________________________
 DA0751* NAD 83(1986)-  32 52 46.     (N)    113 05 20.     (W)     SCALED    
 DA0751* NAVD 88     -       222.20   (+/-2cm)     729.0    (feet)  VERTCON   
 DA0751  ___________________________________________________________________
 DA0751  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA0751
 DA0751  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0751
 DA0751.The horizontal coordinates were scaled from a topographic map and have
 DA0751.an estimated accuracy of +/- 6 seconds.
 DA0751
 DA0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0751.The vertical order pertains to the NGVD 29 superseded value.
 DA0751
 DA0751.The geoid height was determined by GEOID03.
 DA0751
 DA0751;                    North         East    Units  Estimated Accuracy
 DA0751;SPC AZ C     -   208,990.      103,670.      MT  (+/- 180 meters Scaled)
 DA0751
 DA0751                          SUPERSEDED SURVEY CONTROL
 DA0751
 DA0751  NGVD 29 (??/??/92)  221.583  (m)          726.98   (f) ADJ UNCH    1 2
 DA0751
 DA0751.Superseded values are not recommended for survey control.
 DA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0751.See file dsdata.txt to determine how the superseded data were derived.
 DA0751
 DA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB045398(NAD 83)
 DA0751_MARKER: P = PIPE CAP
 DA0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0751
 DA0751  HISTORY     - Date     Condition        Report By
 DA0751  HISTORY     - UNK      MONUMENTED       USGS
 DA0751  HISTORY     - 1952     GOOD             NGS
 DA0751  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0751  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0751
 DA0751                          STATION DESCRIPTION
 DA0751
 DA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0751'7.3 MI E FROM SENTINEL.
 DA0751'7.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0751'WATER TANK AT SENTINEL, 6 POLES EAST OF A CONCRETE TELEPHONE BOX, 3
 DA0751'1/4 POLES WEST OF A JOG IN THE FENCE, 153 FEET SOUTH OF THE FENCE,
 DA0751'42.9 FEET NORTH OF THE NORTH RAIL, 5.1 FEET WEST OF A TELEPHONE POLE,
 DA0751'ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON A 3-INCH IRON PIPE
 DA0751'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DA0751
 DA0751                          STATION RECOVERY (1980)
 DA0751
 DA0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0751'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0751'MARK BELIEVED DESTROYED.
 DA0751
 DA0751                          STATION RECOVERY (1980)
 DA0751
 DA0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0751'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0751'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0210 ***********************************************************************
 ER0210  DESIGNATION -  7273.48
 ER0210  PID         -  ER0210
 ER0210  STATE/COUNTY-  AZ/APACHE
 ER0210  USGS QUAD   -  COYOTE HILLS (1969)
 ER0210
 ER0210                         *CURRENT SURVEY CONTROL
 ER0210  ___________________________________________________________________
 ER0210* NAD 83(1986)-  34 09 10.     (N)    109 14 20.     (W)     SCALED    
 ER0210* NAVD 88     -      2220.170  (meters)    7284.01   (feet)  ADJUSTED  
 ER0210  ___________________________________________________________________
 ER0210  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0210  DYNAMIC HT  -        2216.711 (meters)    7272.66  (feet)  COMP
 ER0210  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 ER0210
 ER0210  VERT ORDER  -  SECOND    CLASS 0
 ER0210
 ER0210.The horizontal coordinates were scaled from a topographic map and have
 ER0210.an estimated accuracy of +/- 6 seconds.
 ER0210
 ER0210.The orthometric height was determined by differential leveling
 ER0210.and adjusted by the National Geodetic Survey in June 1991..
 ER0210
 ER0210.The geoid height was determined by GEOID03.
 ER0210
 ER0210.The dynamic height is computed by dividing the NAVD 88
 ER0210.geopotential number by the normal gravity value computed on the
 ER0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0210.degrees latitude (g = 980.6199 gals.).
 ER0210
 ER0210.The modeled gravity was interpolated from observed gravity values.
 ER0210
 ER0210;                    North         East    Units  Estimated Accuracy
 ER0210;SPC AZ E     -   349,990.      298,910.      MT  (+/- 180 meters Scaled)
 ER0210
 ER0210                          SUPERSEDED SURVEY CONTROL
 ER0210
 ER0210  NGVD 29 (??/??/92) 2219.202  (m)         7280.83   (f) ADJ UNCH    2 0
 ER0210
 ER0210.Superseded values are not recommended for survey control.
 ER0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0210.See file dsdata.txt to determine how the superseded data were derived.
 ER0210
 ER0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC623804(NAD 83)
 ER0210_MARKER: DD = SURVEY DISK
 ER0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0210_SP_SET: CULVERT
 ER0210_STAMPING: EL 7273.48 174+45
 ER0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0210
 ER0210  HISTORY     - Date     Condition        Report By
 ER0210  HISTORY     - UNK      MONUMENTED       AZHD
 ER0210  HISTORY     - 1934     GOOD             NGS
 ER0210  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0210  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0210
 ER0210                          STATION DESCRIPTION
 ER0210
 ER0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0210'3.4 MI E FROM SPRINGERVILLE.
 ER0210'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL FOR A
 ER0210'CONCRETE CULVERT, 12 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 ER0210
 ER0210                          STATION RECOVERY (1969)
 ER0210
 ER0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0210'MARK NOT FOUND.
 ER0210
 ER0210                          STATION RECOVERY (2004)
 ER0210
 ER0210'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0210'MARK HAS BEEN DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED,
 ER0210'FOUND DISK IMPRESSION IN THE HEADWALL.
 ER0210' 
 ER0210'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0210'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0210' 
 ER0210'CIVILIAN GPS COORDINATES - 34* 09.168N 109* 14.356W
 ER0210' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0581 ***********************************************************************
 DA0581  DESIGNATION -  728
 DA0581  PID         -  DA0581
 DA0581  STATE/COUNTY-  AZ/MARICOPA
 DA0581  USGS QUAD   -  SMURR (1973)
 DA0581
 DA0581                         *CURRENT SURVEY CONTROL
 DA0581  ___________________________________________________________________
 DA0581* NAD 83(1986)-  32 55 43.     (N)    112 49 14.     (W)     SCALED    
 DA0581* NAVD 88     -       222.573  (meters)     730.22   (feet)  ADJUSTED  
 DA0581  ___________________________________________________________________
 DA0581  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA0581  DYNAMIC HT  -         222.314 (meters)     729.38  (feet)  COMP
 DA0581  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 DA0581
 DA0581  VERT ORDER  -  FIRST     CLASS II
 DA0581
 DA0581.The horizontal coordinates were scaled from a topographic map and have
 DA0581.an estimated accuracy of +/- 6 seconds.
 DA0581
 DA0581.The orthometric height was determined by differential leveling
 DA0581.and adjusted by the National Geodetic Survey in June 1991..
 DA0581
 DA0581.The geoid height was determined by GEOID03.
 DA0581
 DA0581.The dynamic height is computed by dividing the NAVD 88
 DA0581.geopotential number by the normal gravity value computed on the
 DA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0581.degrees latitude (g = 980.6199 gals.).
 DA0581
 DA0581.The modeled gravity was interpolated from observed gravity values.
 DA0581
 DA0581;                    North         East    Units  Estimated Accuracy
 DA0581;SPC AZ C     -   214,200.      128,830.      MT  (+/- 180 meters Scaled)
 DA0581
 DA0581                          SUPERSEDED SURVEY CONTROL
 DA0581
 DA0581  NGVD 29 (??/??/92)  221.994  (m)          728.33   (f) ADJ UNCH    1 2
 DA0581
 DA0581.Superseded values are not recommended for survey control.
 DA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0581.See file dsdata.txt to determine how the superseded data were derived.
 DA0581
 DA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB297448(NAD 83)
 DA0581_MARKER: P = PIPE CAP
 DA0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0581_MARK LOGO: USGS  
 DA0581_PROJECTION: PROJECTING 60 CENTIMETERS
 DA0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0581
 DA0581  HISTORY     - Date     Condition        Report By
 DA0581  HISTORY     - UNK      MONUMENTED       USGS
 DA0581  HISTORY     - 1960     GOOD             NGS
 DA0581  HISTORY     - 1980     GOOD             NGS
 DA0581  HISTORY     - 1980     GOOD             NGS
 DA0581  HISTORY     - 20060219 MARK NOT FOUND   USPSQD
 DA0581
 DA0581                          STATION DESCRIPTION
 DA0581
 DA0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0581'6.2 MI W FROM GILA BEND.
 DA0581'6.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0581'AT GILA BEND, 17 POLES EAST OF MILE POST 849, 38 PACES NORTHEAST OF A
 DA0581'GRADE CROSSING, 110 FEET SOUTH OF THE CENTERLINE OF ABANDONED U.S.
 DA0581'HIGHWAY 80, 59 FEET SOUTH OF A FENCE, 38.8 FEET NORTH OF THE NORTH
 DA0581'RAIL, 5.2 FEET EAST OF TELEPHONE POLE 27F, A BRASS CAP RIVETED TO THE
 DA0581'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1 FOOT.
 DA0581
 DA0581                          STATION RECOVERY (1980)
 DA0581
 DA0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0581'10.0 KM (6.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0581'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI) SOUTHWEST
 DA0581'OF RAILROAD MILEPOLE 850, AT THE CROSSING OF A GRAVEL ROAD LEADING
 DA0581'SOUTHEAST TO THE GILA FEED YARDS, 11.6 METERS (38.8 FT) NORTHWEST OF
 DA0581'THE NORTHWEST RAIL, 30.3 METERS (99.5 FT) NORTHEAST OF THE CENTERLINE
 DA0581'OF THE GRAVEL ROAD, 33.5 METERS (110 FT) SOUTHEAST OF THE CENTERLINE
 DA0581'OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0581'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0581'THE MARK IS 03 M BELOW THE TRACKS.
 DA0581
 DA0581                          STATION RECOVERY (1980)
 DA0581
 DA0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0581'10.0 KM (6.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0581'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI) SOUTHWEST
 DA0581'OF RAILROAD MILEPOLE 850, AT THE CROSSING OF A GRAVEL ROAD LEADING
 DA0581'SOUTHEAST TO THE GILA FEED YARDS, 11.6 METERS (38.8 FT) NORTHWEST OF
 DA0581'THE NORTHWEST RAIL, 30.3 METERS (99.5 FT) NORTHEAST OF THE CENTERLINE
 DA0581'OF THE GRAVEL ROAD, 33.5 METERS (110 FT) SOUTHEAST OF THE CENTERLINE
 DA0581'OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0581'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0581'THE MARK IS 03 M BELOW THE TRACKS.
 DA0581
 DA0581                          STATION RECOVERY (2006)
 DA0581
 DA0581'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0581'NOT RECOVERED. MUCH BRUSH IN AREA..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0032 ***********************************************************************
 EU0032  DESIGNATION -  728
 EU0032  PID         -  EU0032
 EU0032  STATE/COUNTY-  AZ/MOHAVE
 EU0032  USGS QUAD   -  TOPOCK (1970)
 EU0032
 EU0032                         *CURRENT SURVEY CONTROL
 EU0032  ___________________________________________________________________
 EU0032* NAD 83(1986)-  34 43 42.     (N)    114 26 18.     (W)     SCALED    
 EU0032* NAVD 88     -       222.528  (meters)     730.08   (feet)  ADJUSTED  
 EU0032  ___________________________________________________________________
 EU0032  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0032  DYNAMIC HT  -         222.299 (meters)     729.33  (feet)  COMP
 EU0032  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 EU0032
 EU0032  VERT ORDER  -  FIRST     CLASS II
 EU0032
 EU0032.The horizontal coordinates were scaled from a topographic map and have
 EU0032.an estimated accuracy of +/- 6 seconds.
 EU0032
 EU0032.The orthometric height was determined by differential leveling
 EU0032.and adjusted by the National Geodetic Survey in June 1991..
 EU0032
 EU0032.The geoid height was determined by GEOID03.
 EU0032
 EU0032.The dynamic height is computed by dividing the NAVD 88
 EU0032.geopotential number by the normal gravity value computed on the
 EU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0032.degrees latitude (g = 980.6199 gals.).
 EU0032
 EU0032.The modeled gravity was interpolated from observed gravity values.
 EU0032
 EU0032;                    North         East    Units  Estimated Accuracy
 EU0032;SPC AZ W     -   413,670.      150,320.      MT  (+/- 180 meters Scaled)
 EU0032
 EU0032                          SUPERSEDED SURVEY CONTROL
 EU0032
 EU0032  NGVD 29 (??/??/??)  221.879  (m)          727.95   (f) ADJUSTED    1 2
 EU0032
 EU0032.Superseded values are not recommended for survey control.
 EU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0032.See file dsdata.txt to determine how the superseded data were derived.
 EU0032
 EU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU345459(NAD 83)
 EU0032_MARKER: DD = SURVEY DISK
 EU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0032_STAMPING: 16 WR 728 1948
 EU0032_MARK LOGO: USGS  
 EU0032_PROJECTION: PROJECTING 7 CENTIMETERS
 EU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0032+STABILITY: SURFACE MOTION
 EU0032
 EU0032  HISTORY     - Date     Condition        Report By
 EU0032  HISTORY     - 1948     MONUMENTED       USGS
 EU0032  HISTORY     - 1961     GOOD             NGS
 EU0032  HISTORY     - 1981     GOOD             NGS
 EU0032
 EU0032                          STATION DESCRIPTION
 EU0032
 EU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0032'3.4 MI NE FROM TOPOCK.
 EU0032'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0032'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0032'TO A SIGN EL PASO NATURAL GAS COMPANY, THENCE 0.4 MILES NORTH
 EU0032'AND NORTHEAST ALONG AN ASPHALT PAVED ROAD TO A CATTLE GUARD AND
 EU0032'FENCE LINE, ABOUT 0.05 MILE WEST-NORTHWEST OF THE CATTLE GUARD,
 EU0032'305 FEET NORTHWEST OF THE WEST EDGE OF THE CATTLE GUARD ON THE
 EU0032'ASPHALT PAVED ROAD, 256 FEET NORTHEAST OF A FENCE CORNER, 240
 EU0032'FEET NORTH OF THE FENCE, 94 FEET EAST OF THE FENCE AND EDGE OF
 EU0032'THE RUNWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE
 EU0032'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EU0032
 EU0032                          STATION RECOVERY (1981)
 EU0032
 EU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0032'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0032'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, THENCE 0.7 KM (0.45 MI)
 EU0032'NORTH ALONG NEEDLES MOUNTAIN ROAD, AT THE CROSSING OF A POWER LINE,
 EU0032'99.0 METERS (375 FT) WEST OF THE CENTERLINE OF THE ROAD, 74.4 METERS
 EU0032'(244 FT) NORTH OF A CHAIN LINK FENCE, 28.7 METERS (94 FT) EAST OF A
 EU0032'BARBED WIRE FENCE.
 EU0032'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0032'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0176 ***********************************************************************
 ES0176  DESIGNATION -  7291.6
 ES0176  PID         -  ES0176
 ES0176  STATE/COUNTY-  AZ/COCONINO
 ES0176  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0176
 ES0176                         *CURRENT SURVEY CONTROL
 ES0176  ___________________________________________________________________
 ES0176* NAD 83(1986)-  34 28 32.     (N)    110 57 40.     (W)     SCALED    
 ES0176* NAVD 88     -      2226.690  (meters)    7305.40   (feet)  ADJUSTED  
 ES0176  ___________________________________________________________________
 ES0176  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0176  DYNAMIC HT  -        2223.366 (meters)    7294.49  (feet)  COMP
 ES0176  MODELED GRAV-     979,061.7   (mgal)                       NAVD 88
 ES0176
 ES0176  VERT ORDER  -  SECOND    CLASS 0
 ES0176
 ES0176.The horizontal coordinates were scaled from a topographic map and have
 ES0176.an estimated accuracy of +/- 6 seconds.
 ES0176
 ES0176.The orthometric height was determined by differential leveling
 ES0176.and adjusted by the National Geodetic Survey in June 1991..
 ES0176
 ES0176.The geoid height was determined by GEOID03.
 ES0176
 ES0176.The dynamic height is computed by dividing the NAVD 88
 ES0176.geopotential number by the normal gravity value computed on the
 ES0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0176.degrees latitude (g = 980.6199 gals.).
 ES0176
 ES0176.The modeled gravity was interpolated from observed gravity values.
 ES0176
 ES0176;                    North         East    Units  Estimated Accuracy
 ES0176;SPC AZ C     -   385,820.      301,140.      MT  (+/- 180 meters Scaled)
 ES0176
 ES0176                          SUPERSEDED SURVEY CONTROL
 ES0176
 ES0176  NGVD 29 (??/??/92) 2225.666  (m)         7302.04   (f) ADJ UNCH    2 0
 ES0176
 ES0176.Superseded values are not recommended for survey control.
 ES0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0176.See file dsdata.txt to determine how the superseded data were derived.
 ES0176
 ES0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD035148(NAD 83)
 ES0176_MARKER: R = RIVET
 ES0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0176_SP_SET: TREE
 ES0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0176
 ES0176  HISTORY     - Date     Condition        Report By
 ES0176  HISTORY     - UNK      MONUMENTED       USGS
 ES0176  HISTORY     - 1935     GOOD             NGS
 ES0176
 ES0176                          STATION DESCRIPTION
 ES0176
 ES0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0176'7.6 MI S FROM WALLACE RANGER STA RD JCT.
 ES0176'7.6 MI S ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  47.6 MI S. W. OF
 ES0176'WINSLOW (UNION OIL CO. PLANT) AT THE JUNCTION OF THE VINCENT RANCH
 ES0176'ROAD, 52 FEET SE OF THE CENTER OF THE JUNCTION OF THE ROADS, AND 27
 ES0176'FEET E OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0874 ***********************************************************************
 DV0874  DESIGNATION -  73 A
 DV0874  PID         -  DV0874
 DV0874  STATE/COUNTY-  AZ/MARICOPA
 DV0874  USGS QUAD   -  WINTERSBURG (1984)
 DV0874
 DV0874                         *CURRENT SURVEY CONTROL
 DV0874  ___________________________________________________________________
 DV0874* NAD 83(1986)-  33 27 33.     (N)    112 45 40.     (W)     SCALED    
 DV0874* NAVD 88     -       315.53   (+/-2cm)    1035.2    (feet)  VERTCON   
 DV0874  ___________________________________________________________________
 DV0874  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DV0874
 DV0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0874
 DV0874.The horizontal coordinates were scaled from a topographic map and have
 DV0874.an estimated accuracy of +/- 6 seconds.
 DV0874
 DV0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0874.The vertical order pertains to the NGVD 29 superseded value.
 DV0874
 DV0874.The geoid height was determined by GEOID03.
 DV0874
 DV0874;                    North         East    Units  Estimated Accuracy
 DV0874;SPC AZ C     -   272,990.      134,860.      MT  (+/- 180 meters Scaled)
 DV0874
 DV0874                          SUPERSEDED SURVEY CONTROL
 DV0874
 DV0874  NGVD 29 (??/??/92)  314.893  (m)         1033.11   (f) ADJ UNCH    2 0
 DV0874
 DV0874.Superseded values are not recommended for survey control.
 DV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0874.See file dsdata.txt to determine how the superseded data were derived.
 DV0874
 DV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC363035(NAD 83)
 DV0874_MARKER: DD = SURVEY DISK
 DV0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0874_STAMPING: 73 A 1962
 DV0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0874+STABILITY: SURFACE MOTION
 DV0874
 DV0874  HISTORY     - Date     Condition        Report By
 DV0874  HISTORY     - 1962     MONUMENTED       AZHD
 DV0874  HISTORY     - 1962     GOOD             NGS
 DV0874
 DV0874                          STATION DESCRIPTION
 DV0874
 DV0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0874'11.95 MI SE FROM TONOPAH.
 DV0874'0.2 MILE EAST-SOUTHEAST OF Y 415 73.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0874'DISK STAMPED 73 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0874'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0874'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0644 ***********************************************************************
 ER0644  DESIGNATION -  73 BKC
 ER0644  PID         -  ER0644
 ER0644  STATE/COUNTY-  AZ/APACHE
 ER0644  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0644
 ER0644                         *CURRENT SURVEY CONTROL
 ER0644  ___________________________________________________________________
 ER0644* NAD 83(1986)-  34 13 12.     (N)    109 28 38.     (W)     SCALED    
 ER0644* NAVD 88     -      2236.993  (meters)    7339.20   (feet)  ADJUSTED  
 ER0644  ___________________________________________________________________
 ER0644  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0644  DYNAMIC HT  -        2233.548 (meters)    7327.90  (feet)  COMP
 ER0644  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 ER0644
 ER0644  VERT ORDER  -  SECOND    CLASS 0
 ER0644
 ER0644.The horizontal coordinates were scaled from a topographic map and have
 ER0644.an estimated accuracy of +/- 6 seconds.
 ER0644
 ER0644.The orthometric height was determined by differential leveling
 ER0644.and adjusted by the National Geodetic Survey in June 1991..
 ER0644
 ER0644.The geoid height was determined by GEOID03.
 ER0644
 ER0644.The dynamic height is computed by dividing the NAVD 88
 ER0644.geopotential number by the normal gravity value computed on the
 ER0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0644.degrees latitude (g = 980.6199 gals.).
 ER0644
 ER0644.The modeled gravity was interpolated from observed gravity values.
 ER0644
 ER0644;                    North         East    Units  Estimated Accuracy
 ER0644;SPC AZ E     -   357,270.      276,880.      MT  (+/- 180 meters Scaled)
 ER0644
 ER0644                          SUPERSEDED SURVEY CONTROL
 ER0644
 ER0644  NGVD 29 (??/??/92) 2235.759  (m)         7335.15   (f) ADJ UNCH    2 0
 ER0644
 ER0644.Superseded values are not recommended for survey control.
 ER0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0644.See file dsdata.txt to determine how the superseded data were derived.
 ER0644
 ER0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC402875(NAD 83)
 ER0644_MARKER: DB = BENCH MARK DISK
 ER0644_SETTING: 80 = SET IN A BOULDER
 ER0644_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0644_STAMPING: 73 BKC 1968 7336
 ER0644_MARK LOGO: USGS  
 ER0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0644+STABILITY: SURFACE MOTION
 ER0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0644+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0644
 ER0644  HISTORY     - Date     Condition        Report By
 ER0644  HISTORY     - 1968     MONUMENTED       USGS
 ER0644
 ER0644                          STATION DESCRIPTION
 ER0644
 ER0644'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0644'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 14.0 MILES
 ER0644'NORTHWEST ALONG U S HIGHWAY 60, 375 FEET WEST OF A ROAD LEADING NORTH
 ER0644'TO A CINDER PIT, 269 FEET NORTH OF THE HIGHWAY, 8 FEET WEST OF A
 ER0644'WITNESS POST AND LARGE CAIRN, SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1023 ***********************************************************************
 FR1023  DESIGNATION -  73 EMH
 FR1023  PID         -  FR1023
 FR1023  STATE/COUNTY-  AZ/COCONINO
 FR1023  USGS QUAD   -  BISHOP LAKE (1981)
 FR1023
 FR1023                         *CURRENT SURVEY CONTROL
 FR1023  ___________________________________________________________________
 FR1023* NAD 83(1986)-  35 31 41.     (N)    112 41 43.     (W)     SCALED    
 FR1023* NAVD 88     -      1804.101  (meters)    5918.95   (feet)  POSTED    
 FR1023  ___________________________________________________________________
 FR1023  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 FR1023  DYNAMIC HT  -        1801.670 (meters)    5910.98  (feet)  COMP
 FR1023  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 FR1023
 FR1023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1023
 FR1023.The horizontal coordinates were scaled from a topographic map and have
 FR1023.an estimated accuracy of +/- 6 seconds.
 FR1023
 FR1023.The orthometric height was determined by differential leveling
 FR1023.and adjusted by the National Geodetic Survey in 1992..
 FR1023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1023.rate of 0.0 thru 1.0 mm/km.
 FR1023
 FR1023.The geoid height was determined by GEOID03.
 FR1023
 FR1023.The dynamic height is computed by dividing the NAVD 88
 FR1023.geopotential number by the normal gravity value computed on the
 FR1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1023.degrees latitude (g = 980.6199 gals.).
 FR1023
 FR1023.The modeled gravity was interpolated from observed gravity values.
 FR1023
 FR1023;                    North         East    Units  Estimated Accuracy
 FR1023;SPC AZ C     -   502,430.      142,750.      MT  (+/- 180 meters Scaled)
 FR1023
 FR1023                          SUPERSEDED SURVEY CONTROL
 FR1023
 FR1023.No superseded survey control is available for this station.
 FR1023
 FR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE462329(NAD 83)
 FR1023_MARKER: DB = BENCH MARK DISK
 FR1023_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1023_SP_SET: COPPER-CLAD STEEL ROD
 FR1023_STAMPING: 73 EMH 1973 5916
 FR1023_MARK LOGO: USGS  
 FR1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1023
 FR1023  HISTORY     - Date     Condition        Report By
 FR1023  HISTORY     - 1973     MONUMENTED       USGS
 FR1023
 FR1023                          STATION DESCRIPTION
 FR1023
 FR1023'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1023'59.7 KM (36.70 MI) NORTH FROM SELIGMAN.
 FR1023'FROM THE GATE AT SEVEN RANCH, PROCEED 9.4 MILES NORTHWEST ALONG A
 FR1023'DIRT ROAD, 0.1 MILE NORTH OF A CROSSROAD, 28 FEET EAST OF THE
 FR1023'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1023'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0665 ***********************************************************************
 FP0665  DESIGNATION -  73 HLS
 FP0665  PID         -  FP0665
 FP0665  STATE/COUNTY-  AZ/APACHE
 FP0665  USGS QUAD   -  CHAMBERS (1971)
 FP0665
 FP0665                         *CURRENT SURVEY CONTROL
 FP0665  ___________________________________________________________________
 FP0665* NAD 83(1986)-  35 12 53.     (N)    109 26 24.     (W)     SCALED    
 FP0665* NAVD 88     -      1783.961  (meters)    5852.88   (feet)  ADJUSTED  
 FP0665  ___________________________________________________________________
 FP0665  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 FP0665  DYNAMIC HT  -        1781.475 (meters)    5844.72  (feet)  COMP
 FP0665  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 FP0665
 FP0665  VERT ORDER  -  SECOND    CLASS II
 FP0665
 FP0665.The horizontal coordinates were scaled from a topographic map and have
 FP0665.an estimated accuracy of +/- 6 seconds.
 FP0665
 FP0665.The orthometric height was determined by differential leveling
 FP0665.and adjusted by the National Geodetic Survey in June 1991..
 FP0665
 FP0665.The geoid height was determined by GEOID03.
 FP0665
 FP0665.The dynamic height is computed by dividing the NAVD 88
 FP0665.geopotential number by the normal gravity value computed on the
 FP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0665.degrees latitude (g = 980.6199 gals.).
 FP0665
 FP0665.The modeled gravity was interpolated from observed gravity values.
 FP0665
 FP0665;                    North         East    Units  Estimated Accuracy
 FP0665;SPC AZ E     -   467,640.      279,520.      MT  (+/- 180 meters Scaled)
 FP0665
 FP0665                          SUPERSEDED SURVEY CONTROL
 FP0665
 FP0665  NGVD 29 (??/??/92) 1783.04   (m)         5849.9    (f) COMPUTED    2 2
 FP0665
 FP0665.Superseded values are not recommended for survey control.
 FP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0665.See file dsdata.txt to determine how the superseded data were derived.
 FP0665
 FP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD419979(NAD 83)
 FP0665_MARKER: DB = BENCH MARK DISK
 FP0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0665_SP_SET: COPPER-CLAD STEEL ROD
 FP0665_STAMPING: 73 HLS 1970 5849
 FP0665_MARK LOGO: USGS  
 FP0665_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0665+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0665
 FP0665  HISTORY     - Date     Condition        Report By
 FP0665  HISTORY     - 1970     MONUMENTED       USGS
 FP0665
 FP0665                          STATION DESCRIPTION
 FP0665
 FP0665'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0665'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0665'PROCEED 1.8 MILES NORTH ALONG STATE HIGHWAY 63, 0.1 MILE NORTH OF A
 FP0665'WOODEN POLE POWERLINE CROSSING, 74 FEET WEST OF THE HIGHWAY, 2 FEET
 FP0665'EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FP0665'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0191 ***********************************************************************
 ER0191  DESIGNATION -  7326.22
 ER0191  PID         -  ER0191
 ER0191  STATE/COUNTY-  AZ/APACHE
 ER0191  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0191
 ER0191                         *CURRENT SURVEY CONTROL
 ER0191  ___________________________________________________________________
 ER0191* NAD 83(1986)-  34 04 58.     (N)    109 12 03.     (W)     SCALED    
 ER0191* NAVD 88     -      2236.149  (meters)    7336.43   (feet)  ADJUSTED  
 ER0191  ___________________________________________________________________
 ER0191  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0191  DYNAMIC HT  -        2232.625 (meters)    7324.87  (feet)  COMP
 ER0191  MODELED GRAV-     978,979.9   (mgal)                       NAVD 88
 ER0191
 ER0191  VERT ORDER  -  FIRST     CLASS II
 ER0191
 ER0191.The horizontal coordinates were scaled from a topographic map and have
 ER0191.an estimated accuracy of +/- 6 seconds.
 ER0191
 ER0191.The orthometric height was determined by differential leveling
 ER0191.and adjusted by the National Geodetic Survey in June 1991..
 ER0191.WARNING-Repeat measurements at this control monument indicate possible
 ER0191.vertical movement.
 ER0191
 ER0191.The geoid height was determined by GEOID03.
 ER0191
 ER0191.The dynamic height is computed by dividing the NAVD 88
 ER0191.geopotential number by the normal gravity value computed on the
 ER0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0191.degrees latitude (g = 980.6199 gals.).
 ER0191
 ER0191.The modeled gravity was interpolated from observed gravity values.
 ER0191
 ER0191;                    North         East    Units  Estimated Accuracy
 ER0191;SPC AZ E     -   342,260.      302,490.      MT  (+/- 180 meters Scaled)
 ER0191
 ER0191                          SUPERSEDED SURVEY CONTROL
 ER0191
 ER0191  NGVD 29 (??/??/92) 2235.149  (m)         7333.15   (f) ADJ UNCH    1 2
 ER0191
 ER0191.Superseded values are not recommended for survey control.
 ER0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0191.See file dsdata.txt to determine how the superseded data were derived.
 ER0191
 ER0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC659727(NAD 83)
 ER0191_MARKER: P = PIPE CAP
 ER0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0191_STAMPING: 7326.22 1026 + 27.93 1930
 ER0191_PROJECTION: PROJECTING 30 CENTIMETERS
 ER0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0191
 ER0191  HISTORY     - Date     Condition        Report By
 ER0191  HISTORY     - 1930     MONUMENTED       BPR
 ER0191  HISTORY     - 1934     GOOD             NGS
 ER0191  HISTORY     - 1980     GOOD             NGS
 ER0191
 ER0191                          STATION DESCRIPTION
 ER0191
 ER0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0191'9.8 MI N FROM NUTRIOSO.
 ER0191'9.8 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO, APACHE
 ER0191'COUNTY, 7.1 MILES SOUTHEAST OF EAGAR, 60 FEET SOUTH OF A CATTLE GUARD
 ER0191'AND FENCE LINE, AND 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 ER0191'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7326.22
 ER0191'1026 + 27.93 1930 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET IN
 ER0191'CONCRETE PROJECTING 2 FEET ABOVE GROUND.
 ER0191
 ER0191                          STATION RECOVERY (1980)
 ER0191
 ER0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0191'15.6 KM (9.7 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0191'POST OFFICE IN NUTRIOSO, ALSO 4.2 KM (2.6 MI) SOUTH AND
 ER0191'EAST ALONG U.S. HIGHWAY 180 B FROM THE POST OFFICE IN EAGAR, THENCE
 ER0191'7.4 KM (4.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 180, 0.6
 ER0191'KM (0.4 MI) SOUTHEAST OF MILE POST 407, AT A CATTLE GUARD
 ER0191'ACROSS THE HIGHWAY, 24.0 METERS (78.9 FT) SOUTHEAST OF THE SOUTHEAST
 ER0191'CORNER OF THE CATTLE GUARD, 21.0 METERS (69.0 FT) NORTHEAST OF THE
 ER0191'CENTERLINE OF THE HIGHWAY AND 18.7 METERS (42.6 FT) SOUTH OF A FENCE.
 ER0191'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 ER0191'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0190 ***********************************************************************
 ER0190  DESIGNATION -  7335.86
 ER0190  PID         -  ER0190
 ER0190  STATE/COUNTY-  AZ/APACHE
 ER0190  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0190
 ER0190                         *CURRENT SURVEY CONTROL
 ER0190  ___________________________________________________________________
 ER0190* NAD 83(1986)-  34 04 35.     (N)    109 11 53.     (W)     SCALED    
 ER0190* NAVD 88     -      2239.153  (meters)    7346.29   (feet)  ADJUSTED  
 ER0190  ___________________________________________________________________
 ER0190  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0190  DYNAMIC HT  -        2235.621 (meters)    7334.70  (feet)  COMP
 ER0190  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 ER0190
 ER0190  VERT ORDER  -  FIRST     CLASS II
 ER0190
 ER0190.The horizontal coordinates were scaled from a topographic map and have
 ER0190.an estimated accuracy of +/- 6 seconds.
 ER0190
 ER0190.The orthometric height was determined by differential leveling
 ER0190.and adjusted by the National Geodetic Survey in June 1991..
 ER0190
 ER0190.The geoid height was determined by GEOID03.
 ER0190
 ER0190.The dynamic height is computed by dividing the NAVD 88
 ER0190.geopotential number by the normal gravity value computed on the
 ER0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0190.degrees latitude (g = 980.6199 gals.).
 ER0190
 ER0190.The modeled gravity was interpolated from observed gravity values.
 ER0190
 ER0190;                    North         East    Units  Estimated Accuracy
 ER0190;SPC AZ E     -   341,550.      302,760.      MT  (+/- 180 meters Scaled)
 ER0190
 ER0190                          SUPERSEDED SURVEY CONTROL
 ER0190
 ER0190  NGVD 29 (??/??/92) 2238.159  (m)         7343.03   (f) ADJ UNCH    1 2
 ER0190
 ER0190.Superseded values are not recommended for survey control.
 ER0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0190.See file dsdata.txt to determine how the superseded data were derived.
 ER0190
 ER0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC662720(NAD 83)
 ER0190_MARKER: P = PIPE CAP
 ER0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0190_STAMPING: 7335.86 1930
 ER0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0190
 ER0190  HISTORY     - Date     Condition        Report By
 ER0190  HISTORY     - 1930     MONUMENTED       BPR
 ER0190  HISTORY     - 1934     GOOD             NGS
 ER0190  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0190
 ER0190                          STATION DESCRIPTION
 ER0190
 ER0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0190'9.3 MI N FROM NUTRIOSO.
 ER0190'9.3 MILES NORTH ALONG U.S. HIGHWY 666 FROM NUTRIOSO, APACHE COUNTY, AT
 ER0190'A SIDE-HILL CUT ON THE WEST SIDE OF THE HIGHWAY, 45 FEET EAST OF THE
 ER0190'CENTERLINE OF THE HIGHWAY, AND 130 FEET WEST OF A CREEK.  A UNITED
 ER0190'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7335.86 1930 AND
 ER0190'FASTENED ON THE TOP OF A 3-INCH IRON PIPE, SET IN CONCRETE PROJECTING
 ER0190'1 FOOT ABOVE GROUND.
 ER0190
 ER0190                          STATION RECOVERY (1980)
 ER0190
 ER0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0190'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1475 ***********************************************************************
 CZ1475  DESIGNATION -  734+34
 CZ1475  PID         -  CZ1475
 CZ1475  STATE/COUNTY-  AZ/PIMA
 CZ1475  USGS QUAD   -  TUCSON SE (1992)
 CZ1475
 CZ1475                         *CURRENT SURVEY CONTROL
 CZ1475  ___________________________________________________________________
 CZ1475* NAD 83(1986)-  32 03 57.     (N)    110 46 53.     (W)     SCALED    
 CZ1475* NAVD 88     -       918.715  (meters)    3014.15   (feet)  ADJUSTED  
 CZ1475  ___________________________________________________________________
 CZ1475  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CZ1475  DYNAMIC HT  -         917.396 (meters)    3009.82  (feet)  COMP
 CZ1475  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 CZ1475
 CZ1475  VERT ORDER  -  FIRST     CLASS II
 CZ1475
 CZ1475.The horizontal coordinates were scaled from a topographic map and have
 CZ1475.an estimated accuracy of +/- 6 seconds.
 CZ1475
 CZ1475.The orthometric height was determined by differential leveling
 CZ1475.and adjusted by the National Geodetic Survey in June 1991..
 CZ1475
 CZ1475.The geoid height was determined by GEOID03.
 CZ1475
 CZ1475.The dynamic height is computed by dividing the NAVD 88
 CZ1475.geopotential number by the normal gravity value computed on the
 CZ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1475.degrees latitude (g = 980.6199 gals.).
 CZ1475
 CZ1475.The modeled gravity was interpolated from observed gravity values.
 CZ1475
 CZ1475;                    North         East    Units  Estimated Accuracy
 CZ1475;SPC AZ C     -   118,730.      320,550.      MT  (+/- 180 meters Scaled)
 CZ1475
 CZ1475                          SUPERSEDED SURVEY CONTROL
 CZ1475
 CZ1475.No superseded survey control is available for this station.
 CZ1475
 CZ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA206477(NAD 83)
 CZ1475_MARKER: DD = SURVEY DISK
 CZ1475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1475_SP_SET: CULVERT HEADWALL
 CZ1475_STAMPING: STA. 734+34 ELEV. 3012.23 1979
 CZ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1475+STABILITY: SURFACE MOTION
 CZ1475
 CZ1475  HISTORY     - Date     Condition        Report By
 CZ1475  HISTORY     - 1979     MONUMENTED       AZHD
 CZ1475  HISTORY     - 1979     GOOD             NGS
 CZ1475  HISTORY     - 1996     GOOD             USPSQD
 CZ1475
 CZ1475                          STATION DESCRIPTION
 CZ1475
 CZ1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1475'14.3 MI SE FROM TUCSON.
 CZ1475'14.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1475'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.6 MILE NORTHWEST OF HOUGHTON
 CZ1475'ROAD, IN TOP OF THE CENTER OF THE SOUTHWEST HEADWALL FOR A DOUBLE
 CZ1475'CONCRETE BOX CULVERT UNDER INTERSTATE 10, 0.1 MILE NORTHWEST OF MILE
 CZ1475'POST 275, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 CZ1475'AND 9 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 CZ1475'THE MARK IS 4 FT BELOW EASTBOUND LANES.
 CZ1475
 CZ1475                          STATION RECOVERY (1996)
 CZ1475
 CZ1475'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0880 ***********************************************************************
 DV0880  DESIGNATION -  74 B
 DV0880  PID         -  DV0880
 DV0880  STATE/COUNTY-  AZ/MARICOPA
 DV0880  USGS QUAD   -  BUCKEYE NW (1982)
 DV0880
 DV0880                         *CURRENT SURVEY CONTROL
 DV0880  ___________________________________________________________________
 DV0880* NAD 83(1986)-  33 27 10.     (N)    112 44 17.     (W)     SCALED    
 DV0880* NAVD 88     -       328.75   (+/-2cm)    1078.6    (feet)  VERTCON   
 DV0880  ___________________________________________________________________
 DV0880  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0880
 DV0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0880
 DV0880.The horizontal coordinates were scaled from a topographic map and have
 DV0880.an estimated accuracy of +/- 6 seconds.
 DV0880
 DV0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0880.The vertical order pertains to the NGVD 29 superseded value.
 DV0880
 DV0880.The geoid height was determined by GEOID03.
 DV0880
 DV0880;                    North         East    Units  Estimated Accuracy
 DV0880;SPC AZ C     -   272,270.      137,000.      MT  (+/- 180 meters Scaled)
 DV0880
 DV0880                          SUPERSEDED SURVEY CONTROL
 DV0880
 DV0880  NGVD 29 (??/??/92)  328.109  (m)         1076.47   (f) ADJ UNCH    2 0
 DV0880
 DV0880.Superseded values are not recommended for survey control.
 DV0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0880.See file dsdata.txt to determine how the superseded data were derived.
 DV0880
 DV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC384028(NAD 83)
 DV0880_MARKER: DD = SURVEY DISK
 DV0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0880_STAMPING: 74 B 1962
 DV0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0880+STABILITY: SURFACE MOTION
 DV0880
 DV0880  HISTORY     - Date     Condition        Report By
 DV0880  HISTORY     - 1962     MONUMENTED       AZHD
 DV0880  HISTORY     - 1962     GOOD             NGS
 DV0880  HISTORY     - 1974     GOOD             NGS
 DV0880
 DV0880                          STATION DESCRIPTION
 DV0880
 DV0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0880'13.45 MI SE FROM TONOPAH.
 DV0880'0.8 MILE EAST-SOUTHEAST OF Z 415 74.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0880'DISK STAMPED 74 B 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0880'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0880'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0880
 DV0880                          STATION RECOVERY (1974)
 DV0880
 DV0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0881 ***********************************************************************
 DV0881  DESIGNATION -  74 B RESET
 DV0881  PID         -  DV0881
 DV0881  STATE/COUNTY-  AZ/MARICOPA
 DV0881  USGS QUAD   -  BUCKEYE NW (1982)
 DV0881
 DV0881                         *CURRENT SURVEY CONTROL
 DV0881  ___________________________________________________________________
 DV0881* NAD 83(1986)-  33 27 10.     (N)    112 44 18.     (W)     SCALED    
 DV0881* NAVD 88     -       328.43   (+/-2cm)    1077.5    (feet)  VERTCON   
 DV0881  ___________________________________________________________________
 DV0881  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0881
 DV0881  VERT ORDER  -  THIRD (See Below)
 DV0881
 DV0881.The horizontal coordinates were scaled from a topographic map and have
 DV0881.an estimated accuracy of +/- 6 seconds.
 DV0881
 DV0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0881.The vertical order pertains to the NGVD 29 superseded value.
 DV0881
 DV0881.The geoid height was determined by GEOID03.
 DV0881
 DV0881;                    North         East    Units  Estimated Accuracy
 DV0881;SPC AZ C     -   272,270.      136,970.      MT  (+/- 180 meters Scaled)
 DV0881
 DV0881                          SUPERSEDED SURVEY CONTROL
 DV0881
 DV0881  NGVD 29 (03/28/06)  327.80   (m)         1075.5    (f) RESET       3  
 DV0881
 DV0881.Superseded values are not recommended for survey control.
 DV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0881.See file dsdata.txt to determine how the superseded data were derived.
 DV0881
 DV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC384028(NAD 83)
 DV0881_MARKER: DD = SURVEY DISK
 DV0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0881_SP_SET: MONUMENT
 DV0881_STAMPING: 74 B RESET 1974
 DV0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0881
 DV0881  HISTORY     - Date     Condition        Report By
 DV0881  HISTORY     - 1974     MONUMENTED       AZHD
 DV0881
 DV0881                          STATION DESCRIPTION
 DV0881
 DV0881'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0881'16.6 MI SE FROM TONOPAH.
 DV0881'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0881'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0881'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.5 MILES WEST ALONG THE
 DV0881'SOUTH RIGHT OF WAY FENCE LINE.  A 10 INCH CONCRETE MONUMENT WHICH
 DV0881'PROJECTS 1 INCH.  21 FEET EAST OF A DIM TRACK ROAD, 9 1/2 FEET EAST OF
 DV0881'A T-JUNCTION IN THE FENCE LINE AND 1 FOOT SOUTH OF WITNESS POST IN THE
 DV0881'SOUTH RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0645 ***********************************************************************
 ER0645  DESIGNATION -  74 BKC
 ER0645  PID         -  ER0645
 ER0645  STATE/COUNTY-  AZ/APACHE
 ER0645  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0645
 ER0645                         *CURRENT SURVEY CONTROL
 ER0645  ___________________________________________________________________
 ER0645* NAD 83(1986)-  34 13 41.     (N)    109 29 27.     (W)     SCALED    
 ER0645* NAVD 88     -      2227.677  (meters)    7308.64   (feet)  ADJUSTED  
 ER0645  ___________________________________________________________________
 ER0645  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 ER0645  DYNAMIC HT  -        2224.243 (meters)    7297.37  (feet)  COMP
 ER0645  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 ER0645
 ER0645  VERT ORDER  -  SECOND    CLASS 0
 ER0645
 ER0645.The horizontal coordinates were scaled from a topographic map and have
 ER0645.an estimated accuracy of +/- 6 seconds.
 ER0645
 ER0645.The orthometric height was determined by differential leveling
 ER0645.and adjusted by the National Geodetic Survey in June 1991..
 ER0645
 ER0645.The geoid height was determined by GEOID03.
 ER0645
 ER0645.The dynamic height is computed by dividing the NAVD 88
 ER0645.geopotential number by the normal gravity value computed on the
 ER0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0645.degrees latitude (g = 980.6199 gals.).
 ER0645
 ER0645.The modeled gravity was interpolated from observed gravity values.
 ER0645
 ER0645;                    North         East    Units  Estimated Accuracy
 ER0645;SPC AZ E     -   358,160.      275,620.      MT  (+/- 180 meters Scaled)
 ER0645
 ER0645                          SUPERSEDED SURVEY CONTROL
 ER0645
 ER0645  NGVD 29 (??/??/92) 2226.436  (m)         7304.57   (f) ADJ UNCH    2 0
 ER0645
 ER0645.Superseded values are not recommended for survey control.
 ER0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0645.See file dsdata.txt to determine how the superseded data were derived.
 ER0645
 ER0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC390884(NAD 83)
 ER0645_MARKER: DB = BENCH MARK DISK
 ER0645_SETTING: 66 = SET IN ROCK OUTCROP
 ER0645_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0645_STAMPING: 74 BKC 1968 7306
 ER0645_MARK LOGO: USGS  
 ER0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0645+STABILITY: POSITION/ELEVATION WELL
 ER0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0645+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0645
 ER0645  HISTORY     - Date     Condition        Report By
 ER0645  HISTORY     - 1968     MONUMENTED       USGS
 ER0645
 ER0645                          STATION DESCRIPTION
 ER0645
 ER0645'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0645'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.0 MILES
 ER0645'NORTHWEST ALONG U S HIGHWAY 60, 0.2 MILES EAST OF A ROADSIDE REST
 ER0645'AREA, 67 FEET NORTH OF THE HIGHWAY, 8 FEET SOUTH OF A FENCE, SET IN A
 ER0645'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1024 ***********************************************************************
 FR1024  DESIGNATION -  74 EMH
 FR1024  PID         -  FR1024
 FR1024  STATE/COUNTY-  AZ/COCONINO
 FR1024  USGS QUAD   -  BISHOP LAKE (1981)
 FR1024
 FR1024                         *CURRENT SURVEY CONTROL
 FR1024  ___________________________________________________________________
 FR1024* NAD 83(1986)-  35 32 26.     (N)    112 41 56.     (W)     SCALED    
 FR1024* NAVD 88     -      1827.649  (meters)    5996.21   (feet)  POSTED    
 FR1024  ___________________________________________________________________
 FR1024  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 FR1024  DYNAMIC HT  -        1825.190 (meters)    5988.14  (feet)  COMP
 FR1024  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 FR1024
 FR1024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1024
 FR1024.The horizontal coordinates were scaled from a topographic map and have
 FR1024.an estimated accuracy of +/- 6 seconds.
 FR1024
 FR1024.The orthometric height was determined by differential leveling
 FR1024.and adjusted by the National Geodetic Survey in 1992..
 FR1024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1024.rate of 0.0 thru 1.0 mm/km.
 FR1024
 FR1024.The geoid height was determined by GEOID03.
 FR1024
 FR1024.The dynamic height is computed by dividing the NAVD 88
 FR1024.geopotential number by the normal gravity value computed on the
 FR1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1024.degrees latitude (g = 980.6199 gals.).
 FR1024
 FR1024.The modeled gravity was interpolated from observed gravity values.
 FR1024
 FR1024;                    North         East    Units  Estimated Accuracy
 FR1024;SPC AZ C     -   503,820.      142,430.      MT  (+/- 180 meters Scaled)
 FR1024
 FR1024                          SUPERSEDED SURVEY CONTROL
 FR1024
 FR1024.No superseded survey control is available for this station.
 FR1024
 FR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE459343(NAD 83)
 FR1024_MARKER: DB = BENCH MARK DISK
 FR1024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1024_SP_SET: COPPER-CLAD STEEL ROD
 FR1024_STAMPING: 74 EMH 1973 5993
 FR1024_MARK LOGO: USGS  
 FR1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1024
 FR1024  HISTORY     - Date     Condition        Report By
 FR1024  HISTORY     - 1973     MONUMENTED       USGS
 FR1024
 FR1024                          STATION DESCRIPTION
 FR1024
 FR1024'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1024'60.7 KM (37.70 MI) NORTH FROM SELIGMAN.
 FR1024'FROM THE GATE AT SEVEN RANCH, PROCEED 10.4 MILES NORTHWEST ALONG A
 FR1024'DIRT ROAD, ABOUT 250 FEET SOUTH OF THE BEGINNING OF A CURVE RIGHT, 32
 FR1024'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET WEST OF A SMALL BUSH.
 FR1024'ROD DEPTH UNKNOWN.
 FR1024'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0666 ***********************************************************************
 FP0666  DESIGNATION -  74 HLS
 FP0666  PID         -  FP0666
 FP0666  STATE/COUNTY-  AZ/APACHE
 FP0666  USGS QUAD   -  CHAMBERS (1971)
 FP0666
 FP0666                         *CURRENT SURVEY CONTROL
 FP0666  ___________________________________________________________________
 FP0666* NAD 83(1986)-  35 12 07.     (N)    109 26 22.     (W)     SCALED    
 FP0666* NAVD 88     -      1768.642  (meters)    5802.62   (feet)  ADJUSTED  
 FP0666  ___________________________________________________________________
 FP0666  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 FP0666  DYNAMIC HT  -        1766.181 (meters)    5794.55  (feet)  COMP
 FP0666  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 FP0666
 FP0666  VERT ORDER  -  SECOND    CLASS II
 FP0666
 FP0666.The horizontal coordinates were scaled from a topographic map and have
 FP0666.an estimated accuracy of +/- 6 seconds.
 FP0666
 FP0666.The orthometric height was determined by differential leveling
 FP0666.and adjusted by the National Geodetic Survey in June 1991..
 FP0666
 FP0666.The geoid height was determined by GEOID03.
 FP0666
 FP0666.The dynamic height is computed by dividing the NAVD 88
 FP0666.geopotential number by the normal gravity value computed on the
 FP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0666.degrees latitude (g = 980.6199 gals.).
 FP0666
 FP0666.The modeled gravity was interpolated from observed gravity values.
 FP0666
 FP0666;                    North         East    Units  Estimated Accuracy
 FP0666;SPC AZ E     -   466,220.      279,580.      MT  (+/- 180 meters Scaled)
 FP0666
 FP0666                          SUPERSEDED SURVEY CONTROL
 FP0666
 FP0666  NGVD 29 (??/??/92) 1767.73   (m)         5799.6    (f) COMPUTED    2 2
 FP0666
 FP0666.Superseded values are not recommended for survey control.
 FP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0666.See file dsdata.txt to determine how the superseded data were derived.
 FP0666
 FP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD420965(NAD 83)
 FP0666_MARKER: DB = BENCH MARK DISK
 FP0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0666_SP_SET: COPPER-CLAD STEEL ROD
 FP0666_STAMPING: 74 HLS 1970 5799
 FP0666_MARK LOGO: USGS  
 FP0666_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0666+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0666
 FP0666  HISTORY     - Date     Condition        Report By
 FP0666  HISTORY     - 1970     MONUMENTED       USGS
 FP0666
 FP0666                          STATION DESCRIPTION
 FP0666
 FP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0666'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0666'PROCEED 0.8 MILES NORTH ALONG STATE HIGHWAY 63, 165 FEET NORTH OF A
 FP0666'ROAD WEST TO THE NAVAJO TRIBAL RANCH, 75 FEET WEST OF THE HIGHWAY, 2
 FP0666'FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0666'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0386 ***********************************************************************
 ER0386  DESIGNATION -  7417.03 AZGFD
 ER0386  PID         -  ER0386
 ER0386  STATE/COUNTY-  AZ/APACHE
 ER0386  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0386
 ER0386                         *CURRENT SURVEY CONTROL
 ER0386  ___________________________________________________________________
 ER0386* NAD 83(1986)-  34 03 35.     (N)    109 11 42.     (W)     SCALED    
 ER0386* NAVD 88     -      2261.584  (meters)    7419.88   (feet)  ADJUSTED  
 ER0386  ___________________________________________________________________
 ER0386  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 ER0386  DYNAMIC HT  -        2258.007 (meters)    7408.14  (feet)  COMP
 ER0386  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 ER0386
 ER0386  VERT ORDER  -  FIRST     CLASS II
 ER0386
 ER0386.The horizontal coordinates were scaled from a topographic map and have
 ER0386.an estimated accuracy of +/- 6 seconds.
 ER0386
 ER0386.The orthometric height was determined by differential leveling
 ER0386.and adjusted by the National Geodetic Survey in June 1991..
 ER0386
 ER0386.The geoid height was determined by GEOID03.
 ER0386
 ER0386.The dynamic height is computed by dividing the NAVD 88
 ER0386.geopotential number by the normal gravity value computed on the
 ER0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0386.degrees latitude (g = 980.6199 gals.).
 ER0386
 ER0386.The modeled gravity was interpolated from observed gravity values.
 ER0386
 ER0386;                    North         East    Units  Estimated Accuracy
 ER0386;SPC AZ E     -   339,700.      303,060.      MT  (+/- 180 meters Scaled)
 ER0386
 ER0386                          SUPERSEDED SURVEY CONTROL
 ER0386
 ER0386.No superseded survey control is available for this station.
 ER0386
 ER0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC665702(NAD 83)
 ER0386_MARKER: DB = BENCH MARK DISK
 ER0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0386_SP_SET: DAM SPILLWAY
 ER0386_STAMPING: 7417.03 968
 ER0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0386+STABILITY: POSITION/ELEVATION WELL
 ER0386
 ER0386  HISTORY     - Date     Condition        Report By
 ER0386  HISTORY     - 1968     MONUMENTED       LOCSUR
 ER0386  HISTORY     - 1980     GOOD             NGS
 ER0386
 ER0386                          STATION DESCRIPTION
 ER0386
 ER0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0386'12.7 KM NW FROM NUTRIOSO.
 ER0386'12.7 KM (7.9 MI) NORTHWEST ALONG U.S HIGHWAY 180 FROM THE
 ER0386'POST OFFICE IN NUTRIOSO, IN THE SOUTHEAST CORNER OF THE NORTHEAST
 ER0386'ABUTMENT OF A DAM SPILLWAY, AT THE NORTHWEST END OF NELSON RESERVOIR,
 ER0386'117.0 METERS (384.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ER0386'0.3 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST CORNER, NOTE= THIS
 ER0386'DISK IS A AZ GAME AND FISH DEPARTMENT BENCH MARK.
 ER0386'THE MARK IS 0.3 M ABOVE THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0337 ***********************************************************************
 FS0337  DESIGNATION -  743+01.25
 FS0337  PID         -  FS0337
 FS0337  STATE/COUNTY-  AZ/MOHAVE
 FS0337  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0337
 FS0337                         *CURRENT SURVEY CONTROL
 FS0337  ___________________________________________________________________
 FS0337* NAD 83(1986)-  35 32 38.     (N)    114 21 47.     (W)     SCALED    
 FS0337* NAVD 88     -       888.635  (meters)    2915.46   (feet)  ADJUSTED  
 FS0337  ___________________________________________________________________
 FS0337  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0337  DYNAMIC HT  -         887.620 (meters)    2912.13  (feet)  COMP
 FS0337  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 FS0337
 FS0337  VERT ORDER  -  FIRST     CLASS I
 FS0337
 FS0337.The horizontal coordinates were scaled from a topographic map and have
 FS0337.an estimated accuracy of +/- 6 seconds.
 FS0337
 FS0337.The orthometric height was determined by differential leveling
 FS0337.and adjusted by the National Geodetic Survey in June 1991..
 FS0337
 FS0337.The geoid height was determined by GEOID03.
 FS0337
 FS0337.The dynamic height is computed by dividing the NAVD 88
 FS0337.geopotential number by the normal gravity value computed on the
 FS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0337.degrees latitude (g = 980.6199 gals.).
 FS0337
 FS0337.The modeled gravity was interpolated from observed gravity values.
 FS0337
 FS0337;                    North         East    Units  Estimated Accuracy
 FS0337;SPC AZ W     -   504,100.      157,770.      MT  (+/- 180 meters Scaled)
 FS0337
 FS0337                          SUPERSEDED SURVEY CONTROL
 FS0337
 FS0337  NGVD 29 (??/??/92)  887.858  (m)         2912.91   (f) ADJ UNCH    1 1
 FS0337
 FS0337.Superseded values are not recommended for survey control.
 FS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0337.See file dsdata.txt to determine how the superseded data were derived.
 FS0337
 FS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV390365(NAD 83)
 FS0337_MARKER: DD = SURVEY DISK
 FS0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0337_SP_SET: CULVERT
 FS0337_STAMPING: 743+01.25 2913.58 1935
 FS0337_MARK LOGO: AZHD  
 FS0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0337
 FS0337  HISTORY     - Date     Condition        Report By
 FS0337  HISTORY     - 1935     MONUMENTED       AZHD
 FS0337  HISTORY     - 1949     GOOD             NGS
 FS0337  HISTORY     - 1982     GOOD             NGS
 FS0337
 FS0337                          STATION DESCRIPTION
 FS0337
 FS0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0337'11.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0337'11.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0337'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0337'MILEPOST 41, AT A DOUBLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN
 FS0337'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0337'14.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0337'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0337
 FS0337                          STATION RECOVERY (1982)
 FS0337
 FS0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0188 ***********************************************************************
 ER0188  DESIGNATION -  7436.78
 ER0188  PID         -  ER0188
 ER0188  STATE/COUNTY-  AZ/APACHE
 ER0188  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0188
 ER0188                         *CURRENT SURVEY CONTROL
 ER0188  ___________________________________________________________________
 ER0188* NAD 83(1986)-  34 01 46.     (N)    109 11 00.     (W)     SCALED    
 ER0188* NAVD 88     -      2269.701  (meters)    7446.51   (feet)  ADJUSTED  
 ER0188  ___________________________________________________________________
 ER0188  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ER0188  DYNAMIC HT  -        2266.104 (meters)    7434.71  (feet)  COMP
 ER0188  MODELED GRAV-     978,969.6   (mgal)                       NAVD 88
 ER0188
 ER0188  VERT ORDER  -  FIRST     CLASS II
 ER0188
 ER0188.The horizontal coordinates were scaled from a topographic map and have
 ER0188.an estimated accuracy of +/- 6 seconds.
 ER0188
 ER0188.The orthometric height was determined by differential leveling
 ER0188.and adjusted by the National Geodetic Survey in June 1991..
 ER0188.WARNING-Repeat measurements at this control monument indicate possible
 ER0188.vertical movement.
 ER0188
 ER0188.The geoid height was determined by GEOID03.
 ER0188
 ER0188.The dynamic height is computed by dividing the NAVD 88
 ER0188.geopotential number by the normal gravity value computed on the
 ER0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0188.degrees latitude (g = 980.6199 gals.).
 ER0188
 ER0188.The modeled gravity was interpolated from observed gravity values.
 ER0188
 ER0188;                    North         East    Units  Estimated Accuracy
 ER0188;SPC AZ E     -   336,360.      304,170.      MT  (+/- 180 meters Scaled)
 ER0188
 ER0188                          SUPERSEDED SURVEY CONTROL
 ER0188
 ER0188  NGVD 29 (??/??/92) 2268.702  (m)         7443.23   (f) ADJ UNCH    1 2
 ER0188
 ER0188.Superseded values are not recommended for survey control.
 ER0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0188.See file dsdata.txt to determine how the superseded data were derived.
 ER0188
 ER0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC677669(NAD 83)
 ER0188_MARKER: P = PIPE CAP
 ER0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0188_STAMPING: 7436.78 1930
 ER0188_PROJECTION: PROJECTING 8 CENTIMETERS
 ER0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0188
 ER0188  HISTORY     - Date     Condition        Report By
 ER0188  HISTORY     - 1930     MONUMENTED       BPR
 ER0188  HISTORY     - 1934     GOOD             NGS
 ER0188  HISTORY     - 1935     GOOD             NGS
 ER0188  HISTORY     - 1980     GOOD             NGS
 ER0188
 ER0188                          STATION DESCRIPTION
 ER0188
 ER0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0188'5.8 MI N FROM NUTRIOSO.
 ER0188'5.8 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO, APACHE
 ER0188'COUNTY, 700 FEET NORTH OF A CATTLE GUARD, 200 FEET SOUTHWEST OF OLD
 ER0188'BUILDINGS, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 ER0188'WEST OF A FENCE.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 ER0188'STAMPED 7436.78 1930 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET
 ER0188'IN CONCRETE.
 ER0188
 ER0188                          STATION RECOVERY (1935)
 ER0188
 ER0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ER0188'RECOVERED IN GOOD CONDITION.
 ER0188
 ER0188                          STATION RECOVERY (1980)
 ER0188
 ER0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0188'9.0 KM (5.6 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0188'POST OFFICE IN NUTRIOSO, 0.2 KM (0.15 MI) NORTHWEST OF
 ER0188'COUNTY ROAD 116, 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTER OF A
 ER0188'FIELD ROAD LEADING NORTHEAST TO A WINDMILL, 13.7 METERS (45.0 FT),
 ER0188'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (5.0 FT)
 ER0188'NORTHEAST OF A FENCE.
 ER0188'THE MARK IS 1.7 METERS  NE FROM A WITNESS POST.
 ER0188'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0189 ***********************************************************************
 DB0189  DESIGNATION -  7448
 DB0189  PID         -  DB0189
 DB0189  STATE/COUNTY-  AZ/YUMA
 DB0189  USGS QUAD   -  FORTUNA (1979)
 DB0189
 DB0189                         *CURRENT SURVEY CONTROL
 DB0189  ___________________________________________________________________
 DB0189* NAD 83(1986)-  32 41 36.     (N)    114 26 53.     (W)     SCALED    
 DB0189* NAVD 88     -        70.10   (+/-2cm)     230.0    (feet)  VERTCON   
 DB0189  ___________________________________________________________________
 DB0189  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB0189
 DB0189  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0189
 DB0189.The horizontal coordinates were scaled from a topographic map and have
 DB0189.an estimated accuracy of +/- 6 seconds.
 DB0189
 DB0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0189.The vertical order pertains to the NGVD 29 superseded value.
 DB0189
 DB0189.The geoid height was determined by GEOID03.
 DB0189
 DB0189;                    North         East    Units  Estimated Accuracy
 DB0189;SPC AZ W     -   187,970.      147,900.      MT  (+/- 180 meters Scaled)
 DB0189
 DB0189                          SUPERSEDED SURVEY CONTROL
 DB0189
 DB0189  NGVD 29 (??/??/??)   69.439  (m)          227.82   (f) ADJUSTED    1 2
 DB0189
 DB0189.Superseded values are not recommended for survey control.
 DB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0189.See file dsdata.txt to determine how the superseded data were derived.
 DB0189
 DB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS392201(NAD 83)
 DB0189_MARKER: P = PIPE CAP
 DB0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0189_STAMPING: 227.818
 DB0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0189
 DB0189  HISTORY     - Date     Condition        Report By
 DB0189  HISTORY     - UNK      MONUMENTED       USGS
 DB0189  HISTORY     - 1957     GOOD             NGS
 DB0189  HISTORY     - 1968     MARK NOT FOUND   NGS
 DB0189
 DB0189                          STATION DESCRIPTION
 DB0189
 DB0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DB0189'8.5 MI SW FROM DOME.
 DB0189'8.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0189'THE STATION AT DOME, YUMA COUNTY, 5-1/2 POLES SOUTHWEST OF
 DB0189'MILEPOST 745, 10 RAILS NORTHWEST OF SEMAPHORE 7448, 2-1/3 RAILS
 DB0189'SOUTHWEST OF CULVERT 744.84, AND 86-1/2 FEET NORTHWEST OF THE
 DB0189'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DB0189'STANDARD CAP, STAMPED 227.818 AND RIVETED ON THE TOP OF A
 DB0189'3-1/2-INCH IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
 DB0189'NOTE-- DESCRIPTION SHOULD READ 10 RAILS SOUTHWEST OF SEMAPHORE
 DB0189'7448 INSTEAD OF 10 RAILS NORTHWEST AND PROJECTING 0.8 FOOT ABOVE
 DB0189'GROUND INSTEAD OF 0.9 FOOT.
 DB0189
 DB0189                          STATION RECOVERY (1968)
 DB0189
 DB0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0102 ***********************************************************************
 DB0102  DESIGNATION -  746
 DB0102  PID         -  DB0102
 DB0102  STATE/COUNTY-  AZ/YUMA
 DB0102  USGS QUAD   -  FORTUNA MINE (1965)
 DB0102
 DB0102                         *CURRENT SURVEY CONTROL
 DB0102  ___________________________________________________________________
 DB0102* NAD 83(1986)-  32 33 10.     (N)    114 20 06.     (W)     SCALED    
 DB0102* NAVD 88     -       228.23   (+/-2cm)     748.8    (feet)  VERTCON   
 DB0102  ___________________________________________________________________
 DB0102  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DB0102
 DB0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0102
 DB0102.The horizontal coordinates were scaled from a topographic map and have
 DB0102.an estimated accuracy of +/- 6 seconds.
 DB0102
 DB0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0102.The vertical order pertains to the NGVD 29 superseded value.
 DB0102
 DB0102.The geoid height was determined by GEOID03.
 DB0102
 DB0102;                    North         East    Units  Estimated Accuracy
 DB0102;SPC AZ W     -   172,320.      158,420.      MT  (+/- 180 meters Scaled)
 DB0102
 DB0102                          SUPERSEDED SURVEY CONTROL
 DB0102
 DB0102  NGVD 29 (??/??/??)  227.554  (m)          746.57   (f) ADJUSTED    2 0
 DB0102
 DB0102.Superseded values are not recommended for survey control.
 DB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0102.See file dsdata.txt to determine how the superseded data were derived.
 DB0102
 DB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS502048(NAD 83)
 DB0102_MARKER: DB = BENCH MARK DISK
 DB0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0102_STAMPING: 746
 DB0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0102+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0102
 DB0102  HISTORY     - Date     Condition        Report By
 DB0102  HISTORY     - UNK      MONUMENTED       USGS
 DB0102  HISTORY     - 1962     GOOD             NGS
 DB0102  HISTORY     - 20060303 GOOD             GEOCAC
 DB0102
 DB0102                          STATION DESCRIPTION
 DB0102
 DB0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0102'17.2 MI SW FROM LIGURTA.
 DB0102'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0102'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0102'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, AT THE
 DB0102'SITE OF THE OLD MINE, 60 FEET WEST NORTHWEST OF THE CENTER LINE
 DB0102'OF A DIM TRAIL ROAD, 36 FEET NORTH OF THE NORTH CORNER OF AN
 DB0102'OLD CONCRETE CELLAR FOUNDATION, 8.0 FEET SOUTHWEST OF A METAL
 DB0102'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A
 DB0102'U.S.G.S. CAP RIVETED ON THE TOP OF A 3-INCH METAL PIPE PROJECTING
 DB0102'18 INCHES.
 DB0102
 DB0102                          STATION RECOVERY (2006)
 DB0102
 DB0102'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0102'FOUND IN GOOD CONDITION AT N 32  33.185 W 114  20.083. THE CAP APPEARS
 DB0102'TO BE HAVE BEEN VANDALIZED BUT IS STILL SERVICEABLE. THERE IS A METAL
 DB0102'WITNESS POST APPROXIMATELY SIX FEET TO THE EAST.
 DB0102' 
 DB0102'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0102'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0102'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0360 ***********************************************************************
 FQ0360  DESIGNATION -  7475
 FQ0360  PID         -  FQ0360
 FQ0360  STATE/COUNTY-  AZ/COCONINO
 FQ0360  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0360
 FQ0360                         *CURRENT SURVEY CONTROL
 FQ0360  ___________________________________________________________________
 FQ0360* NAD 83(1986)-  35 59 39.     (N)    112 00 02.     (W)     SCALED    
 FQ0360* NAVD 88     -      2277.673  (meters)    7472.67   (feet)  POSTED    
 FQ0360  ___________________________________________________________________
 FQ0360  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0360  DYNAMIC HT  -        2274.540 (meters)    7462.39  (feet)  COMP
 FQ0360  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 FQ0360
 FQ0360  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0360
 FQ0360.The horizontal coordinates were scaled from a topographic map and have
 FQ0360.an estimated accuracy of +/- 6 seconds.
 FQ0360
 FQ0360.The orthometric height was determined by differential leveling
 FQ0360.and adjusted by the National Geodetic Survey in 1992..
 FQ0360.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0360.rate of 0.0 thru 1.0 mm/km.
 FQ0360
 FQ0360.The geoid height was determined by GEOID03.
 FQ0360
 FQ0360.The dynamic height is computed by dividing the NAVD 88
 FQ0360.geopotential number by the normal gravity value computed on the
 FQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0360.degrees latitude (g = 980.6199 gals.).
 FQ0360
 FQ0360.The modeled gravity was interpolated from observed gravity values.
 FQ0360
 FQ0360;                    North         East    Units  Estimated Accuracy
 FQ0360;SPC AZ C     -   553,870.      205,800.      MT  (+/- 180 meters Scaled)
 FQ0360
 FQ0360                          SUPERSEDED SURVEY CONTROL
 FQ0360
 FQ0360  NGVD 29 (??/??/92) 2276.609  (m)         7469.17   (f) ADJ UNCH    2 0
 FQ0360
 FQ0360.Superseded values are not recommended for survey control.
 FQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0360.See file dsdata.txt to determine how the superseded data were derived.
 FQ0360
 FQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE098837(NAD 83)
 FQ0360_MARKER: P = PIPE CAP
 FQ0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0360_STAMPING: 7475 CANYON
 FQ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0360
 FQ0360  HISTORY     - Date     Condition        Report By
 FQ0360  HISTORY     - UNK      MONUMENTED       CGS
 FQ0360  HISTORY     - 1934     GOOD             NGS
 FQ0360  HISTORY     - 20060813 POOR             GEOCAC
 FQ0360
 FQ0360                          STATION DESCRIPTION
 FQ0360
 FQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0360'10.7 MI E FROM GRAND CANYON.
 FQ0360'ABOUT 10.7 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FQ0360'GRAND CANYON, COCONINO COUNTY,AT THE EAST END OF A CURVE, AND 29 FEET
 FQ0360'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 FQ0360'SURVEY STANDARD CAP, STAMPED 7475 CANYON AND RIVETED ON THE TOP OF A
 FQ0360'3-1/2-INCH IRON PIPE.
 FQ0360
 FQ0360                          STATION RECOVERY (2006)
 FQ0360
 FQ0360'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0360'THIS MARK IS NO LONGER IN GOOD CONDITION.
 FQ0360'THE PIPE HAS BEEN BENT OR PUSHED OVER AND THE MARK IS NOW AT ABOUT A
 FQ0360'30 DEGREE ANGLE WITH THE GROUND.
 FQ0360'IT IS IN THE CORRECT LOCATION, BUT NO LONGER ACCURATE.
 FQ0360' 
 FQ0360'TO REACH - APPROX. 2.6 MILES WEST OF THE INTERSECTION OF 64 AND
 FQ0360'COCONINO RIM RD., AT THE EAST END OF THE CURVE AND ABOUT 29 FEET SOUTH
 FQ0360'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0884 ***********************************************************************
 DV0884  DESIGNATION -  75 A
 DV0884  PID         -  DV0884
 DV0884  STATE/COUNTY-  AZ/MARICOPA
 DV0884  USGS QUAD   -  BUCKEYE NW (1982)
 DV0884
 DV0884                         *CURRENT SURVEY CONTROL
 DV0884  ___________________________________________________________________
 DV0884* NAD 83(1986)-  33 26 55.     (N)    112 43 08.     (W)     SCALED    
 DV0884* NAVD 88     -       325.24   (+/-2cm)    1067.1    (feet)  VERTCON   
 DV0884  ___________________________________________________________________
 DV0884  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0884
 DV0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0884
 DV0884.The horizontal coordinates were scaled from a topographic map and have
 DV0884.an estimated accuracy of +/- 6 seconds.
 DV0884
 DV0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0884.The vertical order pertains to the NGVD 29 superseded value.
 DV0884
 DV0884.The geoid height was determined by GEOID03.
 DV0884
 DV0884;                    North         East    Units  Estimated Accuracy
 DV0884;SPC AZ C     -   271,790.      138,780.      MT  (+/- 180 meters Scaled)
 DV0884
 DV0884                          SUPERSEDED SURVEY CONTROL
 DV0884
 DV0884  NGVD 29 (??/??/92)  324.598  (m)         1064.95   (f) ADJ UNCH    2 0
 DV0884
 DV0884.Superseded values are not recommended for survey control.
 DV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0884.See file dsdata.txt to determine how the superseded data were derived.
 DV0884
 DV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC402023(NAD 83)
 DV0884_MARKER: DD = SURVEY DISK
 DV0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0884_STAMPING: 75 A 1962
 DV0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0884+STABILITY: SURFACE MOTION
 DV0884
 DV0884  HISTORY     - Date     Condition        Report By
 DV0884  HISTORY     - 1962     MONUMENTED       AZHD
 DV0884  HISTORY     - 1962     GOOD             NGS
 DV0884  HISTORY     - 1974     GOOD             NGS
 DV0884
 DV0884                          STATION DESCRIPTION
 DV0884
 DV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0884'14.7 MI SE FROM TONOPAH.
 DV0884'0.55 MILE EAST-SOUTHEAST OF A 416 75.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0884'DISK STAMPED 75 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0884'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0884'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0884
 DV0884                          STATION RECOVERY (1974)
 DV0884
 DV0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0885 ***********************************************************************
 DV0885  DESIGNATION -  75 A RESET
 DV0885  PID         -  DV0885
 DV0885  STATE/COUNTY-  AZ/MARICOPA
 DV0885  USGS QUAD   -  BUCKEYE NW (1982)
 DV0885
 DV0885                         *CURRENT SURVEY CONTROL
 DV0885  ___________________________________________________________________
 DV0885* NAD 83(1986)-  33 26 55.     (N)    112 43 08.     (W)     SCALED    
 DV0885* NAVD 88     -       324.77   (+/-2cm)    1065.5    (feet)  VERTCON   
 DV0885  ___________________________________________________________________
 DV0885  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0885
 DV0885  VERT ORDER  -  THIRD (See Below)
 DV0885
 DV0885.The horizontal coordinates were scaled from a topographic map and have
 DV0885.an estimated accuracy of +/- 6 seconds.
 DV0885
 DV0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0885.The vertical order pertains to the NGVD 29 superseded value.
 DV0885
 DV0885.The geoid height was determined by GEOID03.
 DV0885
 DV0885;                    North         East    Units  Estimated Accuracy
 DV0885;SPC AZ C     -   271,790.      138,780.      MT  (+/- 180 meters Scaled)
 DV0885
 DV0885                          SUPERSEDED SURVEY CONTROL
 DV0885
 DV0885  NGVD 29 (03/28/06)  324.13   (m)         1063.4    (f) RESET       3  
 DV0885
 DV0885.Superseded values are not recommended for survey control.
 DV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0885.See file dsdata.txt to determine how the superseded data were derived.
 DV0885
 DV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC402023(NAD 83)
 DV0885_MARKER: DB = BENCH MARK DISK
 DV0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0885_SP_SET: MONUMENT
 DV0885_STAMPING: 75 A AHD RESET 1974
 DV0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0885
 DV0885  HISTORY     - Date     Condition        Report By
 DV0885  HISTORY     - 1974     MONUMENTED       AZHD
 DV0885
 DV0885                          STATION DESCRIPTION
 DV0885
 DV0885'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0885'15.65 MI SE FROM TONOPAH.
 DV0885'13.15 MILE EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0885'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0885'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.55 MILE WEST ALONG THE
 DV0885'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 DV0885'PROJECTS 2 INCHES, 36 FEET EAST OF A LONE PALO VERDE TREE WHICH IS
 DV0885'BEING PROTECTED FROM CONSTRUCTION, 12 FEET NORTH OF PROPOSED RIGHT OF
 DV0885'WAY FENCE LINE AND 2 FEET NORTHEAST OF WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0646 ***********************************************************************
 ER0646  DESIGNATION -  75 BKC
 ER0646  PID         -  ER0646
 ER0646  STATE/COUNTY-  AZ/APACHE
 ER0646  USGS QUAD   -  WHITING KNOLL (1969)
 ER0646
 ER0646                         *CURRENT SURVEY CONTROL
 ER0646  ___________________________________________________________________
 ER0646* NAD 83(1986)-  34 14 11.     (N)    109 30 18.     (W)     SCALED    
 ER0646* NAVD 88     -      2233.969  (meters)    7329.28   (feet)  ADJUSTED  
 ER0646  ___________________________________________________________________
 ER0646  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ER0646  DYNAMIC HT  -        2230.526 (meters)    7317.98  (feet)  COMP
 ER0646  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 ER0646
 ER0646  VERT ORDER  -  SECOND    CLASS 0
 ER0646
 ER0646.The horizontal coordinates were scaled from a topographic map and have
 ER0646.an estimated accuracy of +/- 6 seconds.
 ER0646
 ER0646.The orthometric height was determined by differential leveling
 ER0646.and adjusted by the National Geodetic Survey in June 1991..
 ER0646
 ER0646.The geoid height was determined by GEOID03.
 ER0646
 ER0646.The dynamic height is computed by dividing the NAVD 88
 ER0646.geopotential number by the normal gravity value computed on the
 ER0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0646.degrees latitude (g = 980.6199 gals.).
 ER0646
 ER0646.The modeled gravity was interpolated from observed gravity values.
 ER0646
 ER0646;                    North         East    Units  Estimated Accuracy
 ER0646;SPC AZ E     -   359,070.      274,310.      MT  (+/- 180 meters Scaled)
 ER0646
 ER0646                          SUPERSEDED SURVEY CONTROL
 ER0646
 ER0646.No superseded survey control is available for this station.
 ER0646
 ER0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC376893(NAD 83)
 ER0646_MARKER: DB = BENCH MARK DISK
 ER0646_SETTING: 66 = SET IN ROCK OUTCROP
 ER0646_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0646_STAMPING: 75 BKC 1968 7326
 ER0646_MARK LOGO: USGS  
 ER0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0646+STABILITY: POSITION/ELEVATION WELL
 ER0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0646+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0646
 ER0646  HISTORY     - Date     Condition        Report By
 ER0646  HISTORY     - 1968     MONUMENTED       USGS
 ER0646
 ER0646                          STATION DESCRIPTION
 ER0646
 ER0646'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0646'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 16.1 MILES
 ER0646'NORTHWEST ALONG U S HIGHWAY 60, 355 FEET SOUTH OF THE HIGHWAY, 149
 ER0646'FEET NORTH OF A LONE JUNIPER TREE, 4 FEET NORTHEAST OF A WITNESS
 ER0646'POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1025 ***********************************************************************
 FR1025  DESIGNATION -  75 EMH
 FR1025  PID         -  FR1025
 FR1025  STATE/COUNTY-  AZ/COCONINO
 FR1025  USGS QUAD   -  BISHOP LAKE (1981)
 FR1025
 FR1025                         *CURRENT SURVEY CONTROL
 FR1025  ___________________________________________________________________
 FR1025* NAD 83(1986)-  35 33 05.     (N)    112 41 24.     (W)     SCALED    
 FR1025* NAVD 88     -      1822.404  (meters)    5979.00   (feet)  POSTED    
 FR1025  ___________________________________________________________________
 FR1025  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR1025  DYNAMIC HT  -        1819.970 (meters)    5971.02  (feet)  COMP
 FR1025  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 FR1025
 FR1025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1025
 FR1025.The horizontal coordinates were scaled from a topographic map and have
 FR1025.an estimated accuracy of +/- 6 seconds.
 FR1025
 FR1025.The orthometric height was determined by differential leveling
 FR1025.and adjusted by the National Geodetic Survey in 1992..
 FR1025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1025.rate of 0.0 thru 1.0 mm/km.
 FR1025
 FR1025.The geoid height was determined by GEOID03.
 FR1025
 FR1025.The dynamic height is computed by dividing the NAVD 88
 FR1025.geopotential number by the normal gravity value computed on the
 FR1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1025.degrees latitude (g = 980.6199 gals.).
 FR1025
 FR1025.The modeled gravity was interpolated from observed gravity values.
 FR1025
 FR1025;                    North         East    Units  Estimated Accuracy
 FR1025;SPC AZ C     -   505,020.      143,250.      MT  (+/- 180 meters Scaled)
 FR1025
 FR1025                          SUPERSEDED SURVEY CONTROL
 FR1025
 FR1025.No superseded survey control is available for this station.
 FR1025
 FR1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE468355(NAD 83)
 FR1025_MARKER: DB = BENCH MARK DISK
 FR1025_SETTING: 66 = SET IN ROCK OUTCROP
 FR1025_SP_SET: BEDROCK
 FR1025_STAMPING: 75 EMH 1973 5976
 FR1025_MARK LOGO: USGS  
 FR1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1025+STABILITY: POSITION/ELEVATION WELL
 FR1025
 FR1025  HISTORY     - Date     Condition        Report By
 FR1025  HISTORY     - 1973     MONUMENTED       USGS
 FR1025
 FR1025                          STATION DESCRIPTION
 FR1025
 FR1025'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1025'62.1 KM (38.60 MI) NORTH FROM SELIGMAN.
 FR1025'FROM THE GATE AT SEVEN RANCH, PROCEED 11.3 MILES NORTHWEST ALONG A
 FR1025'DIRT ROAD, ON THE INSIDE OF A CURVE LEFT, ABOUT 280 FEET SOUTH OF A
 FR1025'LOW SADDLE IN THE ROAD, 47 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FR1025'20 FEET NORTHEAST OF A SMALL JUNIPER TREE, IN A ROCK OUTCROP
 FR1025'PROJECTING 0.5 FEET ABOVE THE GROUND.
 FR1025'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0519 ***********************************************************************
 CZ0519  DESIGNATION -  75+16.2
 CZ0519  PID         -  CZ0519
 CZ0519  STATE/COUNTY-  AZ/PIMA
 CZ0519  USGS QUAD   -  MARANA (1992)
 CZ0519
 CZ0519                         *CURRENT SURVEY CONTROL
 CZ0519  ___________________________________________________________________
 CZ0519* NAD 83(1986)-  32 24 24.     (N)    111 08 15.     (W)     SCALED    
 CZ0519* NAVD 88     -       631.740  (meters)    2072.63   (feet)  ADJUSTED  
 CZ0519  ___________________________________________________________________
 CZ0519  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0519  DYNAMIC HT  -         630.902 (meters)    2069.88  (feet)  COMP
 CZ0519  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 CZ0519  OBS GRAVITY -     979,295.7   (mgal)                       GRAV_OBS
 CZ0519
 CZ0519  VERT ORDER  -  FIRST     CLASS II
 CZ0519
 CZ0519.The horizontal coordinates were scaled from a topographic map and have
 CZ0519.an estimated accuracy of +/- 6 seconds.
 CZ0519
 CZ0519.The orthometric height was determined by differential leveling
 CZ0519.and adjusted by the National Geodetic Survey in June 1991..
 CZ0519
 CZ0519.The geoid height was determined by GEOID03.
 CZ0519
 CZ0519.The dynamic height is computed by dividing the NAVD 88
 CZ0519.geopotential number by the normal gravity value computed on the
 CZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0519.degrees latitude (g = 980.6199 gals.).
 CZ0519
 CZ0519.The modeled gravity was interpolated from observed gravity values.
 CZ0519.The observed gravity was obtained from relative gravimeter ties
 CZ0519.to the IGSN71 gravity network.
 CZ0519
 CZ0519;                    North         East    Units  Estimated Accuracy
 CZ0519;SPC AZ C     -   156,230.      286,650.      MT  (+/- 180 meters Scaled)
 CZ0519
 CZ0519                          SUPERSEDED SURVEY CONTROL
 CZ0519
 CZ0519  NGVD 29 (??/??/92)  631.108  (m)         2070.56   (f) ADJ UNCH    1 2
 CZ0519
 CZ0519.Superseded values are not recommended for survey control.
 CZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0519.See file dsdata.txt to determine how the superseded data were derived.
 CZ0519
 CZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA870855(NAD 83)
 CZ0519_MARKER: DD = SURVEY DISK
 CZ0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0519_SP_SET: CULVERT
 CZ0519_STAMPING: 2070.91 75+16.2
 CZ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0519
 CZ0519  HISTORY     - Date     Condition        Report By
 CZ0519  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0519  HISTORY     - 1951     GOOD             NGS
 CZ0519  HISTORY     - 1980     GOOD             NGS
 CZ0519
 CZ0519                          STATION DESCRIPTION
 CZ0519
 CZ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0519'0.9 MI SE FROM RILLITO.
 CZ0519'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0519'RAILROAD FROM THE RAILROAD STATION AT RILLITO, IN TOP OF THE
 CZ0519'APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A LARGE DOUBLE
 CZ0519'BOX-TYPE CONCRETE HIGHWAY CULVERT, 69.3 FEET NORTHWEST OF TELEGRAPH
 CZ0519'POLE 4, 32.7 FEET NORTHEAST OF RILLITO AZI, 16 FEET NORTHEAST OF THE
 CZ0519'CENTERLINE OF THE WEST BOUND HIGHWAY TRAFFIC LANE AND ABOUT 1/2 FOOT
 CZ0519'HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0519
 CZ0519                          STATION RECOVERY (1980)
 CZ0519
 CZ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0519'26.2 KILOMETERS (16.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0519'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0519'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT UNDER THE FRONTAGE ROAD,
 CZ0519'34.1 METERS (112 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTH
 CZ0519'END OF RAILROAD BRIDGE 967.58, 9.9 METERS (32.7 FEET) NORTHEAST OF
 CZ0519'BENCH MARK RILLITO AZ MK, 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ0519'CENTERLINE OF THE ROAD AND 3.4 METERS (11.2 FEET) SOUTHEAST OF THE
 CZ0519'NORTHWEST END OF THE HEADWALL.
 CZ0519'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0697 ***********************************************************************
 DA0697  DESIGNATION -  75+19
 DA0697  PID         -  DA0697
 DA0697  STATE/COUNTY-  AZ/MARICOPA
 DA0697  USGS QUAD   -  GILA BEND (1973)
 DA0697
 DA0697                         *CURRENT SURVEY CONTROL
 DA0697  ___________________________________________________________________
 DA0697* NAD 83(1986)-  32 57 24.     (N)    112 41 51.     (W)     SCALED    
 DA0697* NAVD 88     -       225.663  (meters)     740.36   (feet)  ADJUSTED  
 DA0697  ___________________________________________________________________
 DA0697  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0697  DYNAMIC HT  -         225.395 (meters)     739.48  (feet)  COMP
 DA0697  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 DA0697
 DA0697  VERT ORDER  -  FIRST     CLASS II
 DA0697
 DA0697.The horizontal coordinates were scaled from a topographic map and have
 DA0697.an estimated accuracy of +/- 6 seconds.
 DA0697
 DA0697.The orthometric height was determined by differential leveling
 DA0697.and adjusted by the National Geodetic Survey in June 1991..
 DA0697
 DA0697.The geoid height was determined by GEOID03.
 DA0697
 DA0697.The dynamic height is computed by dividing the NAVD 88
 DA0697.geopotential number by the normal gravity value computed on the
 DA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0697.degrees latitude (g = 980.6199 gals.).
 DA0697
 DA0697.The modeled gravity was interpolated from observed gravity values.
 DA0697
 DA0697;                    North         East    Units  Estimated Accuracy
 DA0697;SPC AZ C     -   217,220.      140,360.      MT  (+/- 180 meters Scaled)
 DA0697
 DA0697                          SUPERSEDED SURVEY CONTROL
 DA0697
 DA0697  NGVD 29 (??/??/92)  225.053  (m)          738.36   (f) ADJ UNCH    1 2
 DA0697
 DA0697.Superseded values are not recommended for survey control.
 DA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0697.See file dsdata.txt to determine how the superseded data were derived.
 DA0697
 DA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB413477(NAD 83)
 DA0697_MARKER: DD = SURVEY DISK
 DA0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0697_SP_SET: CULVERT
 DA0697_STAMPING: 738.60 75+19 30
 DA0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0697+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA0697
 DA0697  HISTORY     - Date     Condition        Report By
 DA0697  HISTORY     - UNK      MONUMENTED       AZHD
 DA0697  HISTORY     - 1967     GOOD             NGS
 DA0697  HISTORY     - 1980     GOOD             NGS
 DA0697  HISTORY     - 1980     GOOD             NGS
 DA0697  HISTORY     - 1981     GOOD             NGS
 DA0697  HISTORY     - 20060220 GOOD             USPSQD
 DA0697
 DA0697                          STATION DESCRIPTION
 DA0697
 DA0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0697'1.35 MI NE FROM GILA BEND.
 DA0697'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0697'GILA BEND, THENCE 0.5 MILE NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA
 DA0697'ROAD, WHICH IS OLD U. S. HIGHWAY 80, IN SECTION 29, T 5 S, R 4 W, 14
 DA0697'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DA0697'CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A LARGE
 DA0697'CONCRETE CULVERT, ABOUT 4 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 DA0697
 DA0697                          STATION RECOVERY (1980)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (1980)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (1981)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (2006)
 DA0697
 DA0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0238 ***********************************************************************
 GQ0238  DESIGNATION -  7532
 GQ0238  PID         -  GQ0238
 GQ0238  STATE/COUNTY-  AZ/COCONINO
 GQ0238  USGS QUAD   -  POWELL PLATEAU (1988)
 GQ0238
 GQ0238                         *CURRENT SURVEY CONTROL
 GQ0238  ___________________________________________________________________
 GQ0238* NAD 83(1992)-  36 20 39.14877(N)    112 22 54.05738(W)     ADJUSTED  
 GQ0238* NAVD 88     -      2294.6    (meters)    7528.     (feet)  VERTCON   
 GQ0238  ___________________________________________________________________
 GQ0238  LAPLACE CORR-          14.08  (seconds)                    DEFLEC99
 GQ0238  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 GQ0238
 GQ0238  HORZ ORDER  -  THIRD
 GQ0238
 GQ0238.The horizontal coordinates were established by classical geodetic methods
 GQ0238.and adjusted by the National Geodetic Survey in August 1993..
 GQ0238
 GQ0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0238
 GQ0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0238
 GQ0238.The geoid height was determined by GEOID03.
 GQ0238
 GQ0238;                    North         East     Units Scale Factor Converg.
 GQ0238;SPC AZ C     -   592,803.529   171,619.442   MT  0.99992146   -0 16 32.1
 GQ0238;SPC AZ C     - 1,944,893.47    563,055.91   iFT  0.99992146   -0 16 32.1
 GQ0238;UTM  12      - 4,023,013.326   376,012.018   MT  0.99978941   -0 49 08.2
 GQ0238
 GQ0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0238!SPC AZ C     -   0.99964355  x   0.99992146  =   0.99956503
 GQ0238!UTM  12      -   0.99964355  x   0.99978941  =   0.99943303
 GQ0238
 GQ0238:                Primary Azimuth Mark                     Grid Az
 GQ0238:SPC AZ C     -  MILLET                                   334 02 38.0
 GQ0238:UTM  12      -  MILLET                                   334 35 14.1
 GQ0238
 GQ0238|---------------------------------------------------------------------|
 GQ0238| PID    Reference Object                     Distance      Geod. Az  |
 GQ0238|                                                           dddmmss.s |
 GQ0238| GQ0304 MILLET                              APPROX.11.1 KM 3334605.9 |
 GQ0238|---------------------------------------------------------------------|
 GQ0238
 GQ0238                          SUPERSEDED SURVEY CONTROL
 GQ0238
 GQ0238  NAD 83(1986)-  36 20 39.14049(N)    112 22 54.05236(W) AD(       ) 3
 GQ0238  NGVD 29 (05/08/89) 2293.6    (m)         7525.     (f) VERT ANG       
 GQ0238
 GQ0238.Superseded values are not recommended for survey control.
 GQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0238.See file dsdata.txt to determine how the superseded data were derived.
 GQ0238
 GQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7601223013(NAD 83)
 GQ0238_MARKER: DD = SURVEY DISK
 GQ0238_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0238_SP_SET: SET IN A ROCK LEDGE
 GQ0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0238+STABILITY: POSITION/ELEVATION WELL
 GQ0238
 GQ0238  HISTORY     - Date     Condition        Report By
 GQ0238  HISTORY     - 1956     MONUMENTED       USGS
 GQ0238
 GQ0238                          STATION DESCRIPTION
 GQ0238
 GQ0238'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0238'LOCATED ABOUT 20 MI NW. OF U.S. NATIONAL PARK SERVICE
 GQ0238'HEADQUARTERS NORTH RIM, 10 MI N. OF COLORADO RIVER ON EXTREME
 GQ0238'NORTHWEST END OF POWELL PLATEAU.
 GQ0238'
 GQ0238'TO REACH FROM USNPS ENTRANCE STATION ON STATE HWY. 67, DRIVE 0.7
 GQ0238'MI S. ALONG HWY.  TURN RIGHT FOLLOWING POINT SUBLIME RD. 6.8 MI
 GQ0238'SW. TO RD. FORKS.  TAKE RIGHT FORK 0.4 MI TO RD. FORKS AT TOP OF
 GQ0238'RIDGE.  TAKE LEFT FORK STRAIGHT AHEAD 5.5 MI TO RD. FORKS.  TAKE
 GQ0238'LEFT FORK 7.6 MI TO SWAMP POINT AND END OF RD.  PACK SW. ALONG
 GQ0238'TRAIL THROUGH POWELL SADDLE TO FIRE CACHE ON NORTH END OF POWELL
 GQ0238'PLATEAU.  FOLLOW NORTH RIM OF PLATEAU W. TO NORTHWEST END AND
 GQ0238'STATION.  A 1-1/2 HOUR PACK.
 GQ0238'
 GQ0238'STATION MARK--USGS ALUMINUM TABLET STAMPED---9 13 1923 7532 VA---,
 GQ0238'CEMENTED IN LIMESTONE LEDGE.
 GQ0238'
 GQ0238'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 8-INCH PINON
 GQ0238'TREE.
 GQ0238'
 GQ0238'RM 2--COPPER NAIL AND WASHER WEDGED IN LIMESTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0239 ***********************************************************************
 GQ0239  DESIGNATION -  7555
 GQ0239  PID         -  GQ0239
 GQ0239  STATE/COUNTY-  AZ/COCONINO
 GQ0239  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0239
 GQ0239                         *CURRENT SURVEY CONTROL
 GQ0239  ___________________________________________________________________
 GQ0239* NAD 83(1992)-  36 17 14.29033(N)    112 21 38.66762(W)     ADJUSTED  
 GQ0239* NAVD 88     -      2301.8    (meters)    7552.     (feet)  VERTCON   
 GQ0239  ___________________________________________________________________
 GQ0239  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GQ0239  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GQ0239
 GQ0239  HORZ ORDER  -  THIRD
 GQ0239
 GQ0239.The horizontal coordinates were established by classical geodetic methods
 GQ0239.and adjusted by the National Geodetic Survey in August 1993..
 GQ0239
 GQ0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0239
 GQ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0239
 GQ0239.The geoid height was determined by GEOID03.
 GQ0239
 GQ0239;                    North         East     Units Scale Factor Converg.
 GQ0239;SPC AZ C     -   586,480.797   173,470.222   MT  0.99991960   -0 15 46.2
 GQ0239;SPC AZ C     - 1,924,149.60    569,128.02   iFT  0.99991960   -0 15 46.2
 GQ0239;UTM  12      - 4,016,674.187   377,802.557   MT  0.99978398   -0 48 19.6
 GQ0239
 GQ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0239!SPC AZ C     -   0.99964244  x   0.99991960  =   0.99956207
 GQ0239!UTM  12      -   0.99964244  x   0.99978398  =   0.99942650
 GQ0239
 GQ0239:                Primary Azimuth Mark                     Grid Az
 GQ0239:SPC AZ C     -  EMERALD                                  062 20 40.0
 GQ0239:UTM  12      -  EMERALD                                  062 53 13.4
 GQ0239
 GQ0239|---------------------------------------------------------------------|
 GQ0239| PID    Reference Object                     Distance      Geod. Az  |
 GQ0239|                                                           dddmmss.s |
 GQ0239| GQ0303 EMERALD                             APPROX. 3.6 KM 0620453.8 |
 GQ0239|---------------------------------------------------------------------|
 GQ0239
 GQ0239                          SUPERSEDED SURVEY CONTROL
 GQ0239
 GQ0239  NAD 83(1986)-  36 17 14.28662(N)    112 21 38.66935(W) AD(       ) 3
 GQ0239  NGVD 29 (05/08/89) 2300.9    (m)         7549.     (f) VERT ANG       
 GQ0239
 GQ0239.Superseded values are not recommended for survey control.
 GQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0239.See file dsdata.txt to determine how the superseded data were derived.
 GQ0239
 GQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7780316674(NAD 83)
 GQ0239_MARKER: DD = SURVEY DISK
 GQ0239_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0239_SP_SET: SET IN A ROCK LEDGE
 GQ0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0239+STABILITY: POSITION/ELEVATION WELL
 GQ0239
 GQ0239  HISTORY     - Date     Condition        Report By
 GQ0239  HISTORY     - 1956     MONUMENTED       USGS
 GQ0239
 GQ0239                          STATION DESCRIPTION
 GQ0239
 GQ0239'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0239'LOCATED ABOUT 17 MI NW. OF U.S. NATIONAL PARK SERVICE
 GQ0239'HEADQUARTERS NORTH RIM, 3 MI N. OF COLORADO RIVER.  ON SOUTHEAST
 GQ0239'END OF POWELL PLATEAU.
 GQ0239'
 GQ0239'TO REACH FROM USNPS ENTRANCE STATION ON STATE HWY. 67, DRIVE 0.7
 GQ0239'MI S. ALONG HWY.  TURN RIGHT FOLLOWING POINT SUBLIME RD. 6.8 MI
 GQ0239'SW. TO RD. FORKS.  TAKE RIGHT FORK 0.4 MI TO RD. FORKS AT TOP OF
 GQ0239'RIDGE.  TAKE LEFT FORK STRAIGHT AHEAD 5.5 MI TO RD. FORKS, TAKE
 GQ0239'LEFT FORK 7.6 MI TO SWAMP POINT AND END OF RD.  PACK SW. ALONG
 GQ0239'TRAIL THROUGH POWELL SADDLE AND FOLLOW TRAIL ALONG EAST EDGE OF
 GQ0239'POWELL PLATEAU TO END OF TRAIL, CONTINUE ALONG EAST SIDE OF
 GQ0239'PLATEAU TO SOUTHEAST CORNER AND STATION.  A 2-1/2 HOUR PACK.
 GQ0239'
 GQ0239'STATION MARK--ALUMINUM TABLET STAMPED---VABM 7555 9 12 1905---,
 GQ0239'CEMENTED IN ROCK LEDGE.
 GQ0239'
 GQ0239'RM 1--SMALL TRIANGLE BLAZED ON SOUTH SIDE OF LARGE JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0336 ***********************************************************************
 FS0336  DESIGNATION -  756+76.25
 FS0336  PID         -  FS0336
 FS0336  STATE/COUNTY-  AZ/MOHAVE
 FS0336  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0336
 FS0336                         *CURRENT SURVEY CONTROL
 FS0336  ___________________________________________________________________
 FS0336* NAD 83(1986)-  35 32 46.     (N)    114 21 51.     (W)     SCALED    
 FS0336* NAVD 88     -       884.663  (meters)    2902.43   (feet)  POSTED    
 FS0336  ___________________________________________________________________
 FS0336  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0336  DYNAMIC HT  -         883.650 (meters)    2899.11  (feet)  COMP
 FS0336  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 FS0336
 FS0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0336
 FS0336.The horizontal coordinates were scaled from a topographic map and have
 FS0336.an estimated accuracy of +/- 6 seconds.
 FS0336
 FS0336.The orthometric height was determined by differential leveling
 FS0336.and adjusted by the National Geodetic Survey in 1992..
 FS0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0336.rate of 0.0 thru 1.0 mm/km.
 FS0336
 FS0336.The geoid height was determined by GEOID03.
 FS0336
 FS0336.The dynamic height is computed by dividing the NAVD 88
 FS0336.geopotential number by the normal gravity value computed on the
 FS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0336.degrees latitude (g = 980.6199 gals.).
 FS0336
 FS0336.The modeled gravity was interpolated from observed gravity values.
 FS0336
 FS0336;                    North         East    Units  Estimated Accuracy
 FS0336;SPC AZ W     -   504,350.      157,670.      MT  (+/- 180 meters Scaled)
 FS0336
 FS0336                          SUPERSEDED SURVEY CONTROL
 FS0336
 FS0336  NGVD 29 (??/??/92)  883.892  (m)         2899.90   (f) ADJ UNCH    1 1
 FS0336
 FS0336.Superseded values are not recommended for survey control.
 FS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0336.See file dsdata.txt to determine how the superseded data were derived.
 FS0336
 FS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV389368(NAD 83)
 FS0336_MARKER: DD = SURVEY DISK
 FS0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0336_SP_SET: CULVERT
 FS0336_STAMPING: 756+76.25 2900.52 1935
 FS0336_MARK LOGO: AZHD  
 FS0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0336
 FS0336  HISTORY     - Date     Condition        Report By
 FS0336  HISTORY     - 1935     MONUMENTED       AZHD
 FS0336  HISTORY     - 1949     GOOD             NGS
 FS0336  HISTORY     - 1982     GOOD             NGS
 FS0336
 FS0336                          STATION DESCRIPTION
 FS0336
 FS0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0336'12.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0336'12.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0336'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE NORTHWEST
 FS0336'OF MILEPOST 41, AT A DOUBLE 3- BY 10-FOOT CONCRETE BOX CULVERT,
 FS0336'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0336'14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0336'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0336
 FS0336                          STATION RECOVERY (1982)
 FS0336
 FS0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0336'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0196 ***********************************************************************
 ES0196  DESIGNATION -  7578.5
 ES0196  PID         -  ES0196
 ES0196  STATE/COUNTY-  AZ/COCONINO
 ES0196  USGS QUAD   -  WOODS CANYON (1990)
 ES0196
 ES0196                         *CURRENT SURVEY CONTROL
 ES0196  ___________________________________________________________________
 ES0196* NAD 83(1986)-  34 18 33.     (N)    110 55 31.     (W)     SCALED    
 ES0196* NAVD 88     -      2310.904  (meters)    7581.69   (feet)  ADJUSTED  
 ES0196  ___________________________________________________________________
 ES0196  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0196  DYNAMIC HT  -        2307.437 (meters)    7570.32  (feet)  COMP
 ES0196  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 ES0196
 ES0196  VERT ORDER  -  SECOND    CLASS 0
 ES0196
 ES0196.The horizontal coordinates were scaled from a topographic map and have
 ES0196.an estimated accuracy of +/- 6 seconds.
 ES0196
 ES0196.The orthometric height was determined by differential leveling
 ES0196.and adjusted by the National Geodetic Survey in June 1991..
 ES0196
 ES0196.The geoid height was determined by GEOID03.
 ES0196
 ES0196.The dynamic height is computed by dividing the NAVD 88
 ES0196.geopotential number by the normal gravity value computed on the
 ES0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0196.degrees latitude (g = 980.6199 gals.).
 ES0196
 ES0196.The modeled gravity was interpolated from observed gravity values.
 ES0196
 ES0196;                    North         East    Units  Estimated Accuracy
 ES0196;SPC AZ C     -   367,390.      304,610.      MT  (+/- 180 meters Scaled)
 ES0196
 ES0196                          SUPERSEDED SURVEY CONTROL
 ES0196
 ES0196  NGVD 29 (??/??/92) 2309.906  (m)         7578.42   (f) ADJ UNCH    2 0
 ES0196
 ES0196.Superseded values are not recommended for survey control.
 ES0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0196.See file dsdata.txt to determine how the superseded data were derived.
 ES0196
 ES0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC068964(NAD 83)
 ES0196_MARKER: R = RIVET
 ES0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0196_SP_SET: TREE
 ES0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0196
 ES0196  HISTORY     - Date     Condition        Report By
 ES0196  HISTORY     - UNK      MONUMENTED       USGS
 ES0196  HISTORY     - 1935     GOOD             NGS
 ES0196  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0196
 ES0196                          STATION DESCRIPTION
 ES0196
 ES0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0196'62.9 MI SW FROM WINSLOW.
 ES0196'3.6 MI N AND W ALONG ROADS TO PROMOTORY TOWER AND WINSLOW 62.9 MI S.W.
 ES0196'OF WINSLOW (UNION OIL CO PLANT) AT THE BOUNDARY BETWEEN THE SITGRAVES
 ES0196'AND TONTO NATIONAL FORESTS, 0.3 MI SW OF THE JUNCTION OF THE OLD ROAD
 ES0196'DOWN GORDON CANYON, 12 FEET NW OF THE CENTER OF A GATE (BOUNDARY
 ES0196'BETWEEN SITGRAVES AND TONTO FORESTS),. 5 FEET W OF THE CENTERLINE OF
 ES0196'THE ROAD, AND SET IN THE BASE OF A PINE TREE.
 ES0196
 ES0196                          STATION RECOVERY (2005)
 ES0196
 ES0196'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0890 ***********************************************************************
 DV0890  DESIGNATION -  76 A
 DV0890  PID         -  DV0890
 DV0890  STATE/COUNTY-  AZ/MARICOPA
 DV0890  USGS QUAD   -  BUCKEYE NW (1982)
 DV0890
 DV0890                         *CURRENT SURVEY CONTROL
 DV0890  ___________________________________________________________________
 DV0890* NAD 83(1986)-  33 26 42.     (N)    112 42 13.     (W)     SCALED    
 DV0890* NAVD 88     -       323.93   (+/-2cm)    1062.8    (feet)  VERTCON   
 DV0890  ___________________________________________________________________
 DV0890  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0890
 DV0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0890
 DV0890.The horizontal coordinates were scaled from a topographic map and have
 DV0890.an estimated accuracy of +/- 6 seconds.
 DV0890
 DV0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0890.The vertical order pertains to the NGVD 29 superseded value.
 DV0890
 DV0890.The geoid height was determined by GEOID03.
 DV0890
 DV0890;                    North         East    Units  Estimated Accuracy
 DV0890;SPC AZ C     -   271,380.      140,200.      MT  (+/- 180 meters Scaled)
 DV0890
 DV0890                          SUPERSEDED SURVEY CONTROL
 DV0890
 DV0890  NGVD 29 (??/??/92)  323.288  (m)         1060.65   (f) ADJ UNCH    2 0
 DV0890
 DV0890.Superseded values are not recommended for survey control.
 DV0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0890.See file dsdata.txt to determine how the superseded data were derived.
 DV0890
 DV0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416019(NAD 83)
 DV0890_MARKER: DD = SURVEY DISK
 DV0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0890_STAMPING: 76 A 1962
 DV0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0890+STABILITY: SURFACE MOTION
 DV0890
 DV0890  HISTORY     - Date     Condition        Report By
 DV0890  HISTORY     - 1962     MONUMENTED       AZHD
 DV0890  HISTORY     - 1962     GOOD             NGS
 DV0890  HISTORY     - 1974     GOOD             NGS
 DV0890
 DV0890                          STATION DESCRIPTION
 DV0890
 DV0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0890'15.55 MI SE FROM TONOPAH.
 DV0890'0.5 MILE EAST-SOUTHEAST OF B 416 76.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0890'DISK STAMPED 76 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0890'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0890'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0890
 DV0890                          STATION RECOVERY (1974)
 DV0890
 DV0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0891 ***********************************************************************
 DV0891  DESIGNATION -  76 A RESET
 DV0891  PID         -  DV0891
 DV0891  STATE/COUNTY-  AZ/MARICOPA
 DV0891  USGS QUAD   -  BUCKEYE NW (1982)
 DV0891
 DV0891                         *CURRENT SURVEY CONTROL
 DV0891  ___________________________________________________________________
 DV0891* NAD 83(1986)-  33 26 42.     (N)    112 42 13.     (W)     SCALED    
 DV0891* NAVD 88     -       323.40   (+/-2cm)    1061.0    (feet)  VERTCON   
 DV0891  ___________________________________________________________________
 DV0891  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0891
 DV0891  VERT ORDER  -  THIRD (See Below)
 DV0891
 DV0891.The horizontal coordinates were scaled from a topographic map and have
 DV0891.an estimated accuracy of +/- 6 seconds.
 DV0891
 DV0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0891.The vertical order pertains to the NGVD 29 superseded value.
 DV0891
 DV0891.The geoid height was determined by GEOID03.
 DV0891
 DV0891;                    North         East    Units  Estimated Accuracy
 DV0891;SPC AZ C     -   271,380.      140,200.      MT  (+/- 180 meters Scaled)
 DV0891
 DV0891                          SUPERSEDED SURVEY CONTROL
 DV0891
 DV0891  NGVD 29 (03/28/06)  322.76   (m)         1058.9    (f) RESET       3  
 DV0891
 DV0891.Superseded values are not recommended for survey control.
 DV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0891.See file dsdata.txt to determine how the superseded data were derived.
 DV0891
 DV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416019(NAD 83)
 DV0891_MARKER: DB = BENCH MARK DISK
 DV0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0891_SP_SET: MONUMENT
 DV0891_STAMPING: 76 A AHD RESET 1974
 DV0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0891
 DV0891  HISTORY     - Date     Condition        Report By
 DV0891  HISTORY     - 1974     MONUMENTED       AZHD
 DV0891
 DV0891                          STATION DESCRIPTION
 DV0891
 DV0891'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0891'15.6 MI SE FROM TONOPAH.
 DV0891'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0891'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0891'I-10 WHICH IS UNDER CONSTRUCTION THENCE 0.5 MILE EAST ALONG THE SOUTH
 DV0891'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0891'INCHES, 1 FOOT SOUTH OF WITNESS POST AND SIGN AND SET IN LINE OF
 DV0891'PROPOSED RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0647 ***********************************************************************
 ER0647  DESIGNATION -  76 BKC
 ER0647  PID         -  ER0647
 ER0647  STATE/COUNTY-  AZ/APACHE
 ER0647  USGS QUAD   -  WHITING KNOLL (1969)
 ER0647
 ER0647                         *CURRENT SURVEY CONTROL
 ER0647  ___________________________________________________________________
 ER0647* NAD 83(1986)-  34 14 39.     (N)    109 31 18.     (W)     SCALED    
 ER0647* NAVD 88     -      2220.115  (meters)    7283.83   (feet)  ADJUSTED  
 ER0647  ___________________________________________________________________
 ER0647  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0647  DYNAMIC HT  -        2216.695 (meters)    7272.61  (feet)  COMP
 ER0647  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 ER0647
 ER0647  VERT ORDER  -  SECOND    CLASS 0
 ER0647
 ER0647.The horizontal coordinates were scaled from a topographic map and have
 ER0647.an estimated accuracy of +/- 6 seconds.
 ER0647
 ER0647.The orthometric height was determined by differential leveling
 ER0647.and adjusted by the National Geodetic Survey in June 1991..
 ER0647
 ER0647.The geoid height was determined by GEOID03.
 ER0647
 ER0647.The dynamic height is computed by dividing the NAVD 88
 ER0647.geopotential number by the normal gravity value computed on the
 ER0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0647.degrees latitude (g = 980.6199 gals.).
 ER0647
 ER0647.The modeled gravity was interpolated from observed gravity values.
 ER0647
 ER0647;                    North         East    Units  Estimated Accuracy
 ER0647;SPC AZ E     -   359,920.      272,770.      MT  (+/- 180 meters Scaled)
 ER0647
 ER0647                          SUPERSEDED SURVEY CONTROL
 ER0647
 ER0647.No superseded survey control is available for this station.
 ER0647
 ER0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC361902(NAD 83)
 ER0647_MARKER: DB = BENCH MARK DISK
 ER0647_SETTING: 66 = SET IN ROCK OUTCROP
 ER0647_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0647_STAMPING: 76 BKC 1968 7281
 ER0647_MARK LOGO: USGS  
 ER0647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0647+STABILITY: POSITION/ELEVATION WELL
 ER0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0647+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0647
 ER0647  HISTORY     - Date     Condition        Report By
 ER0647  HISTORY     - 1968     MONUMENTED       USGS
 ER0647
 ER0647                          STATION DESCRIPTION
 ER0647
 ER0647'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0647'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 17.2 MILES
 ER0647'NORTHWEST ALONG U S HIGHWAY 60, 80 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0647'NORTHWEST OF A WITNESS MARKER, 6 FEET NORTH OF A FENCE, SET IN A ROCK
 ER0647'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1026 ***********************************************************************
 FR1026  DESIGNATION -  76 EMH
 FR1026  PID         -  FR1026
 FR1026  STATE/COUNTY-  AZ/COCONINO
 FR1026  USGS QUAD   -  BISHOP LAKE (1981)
 FR1026
 FR1026                         *CURRENT SURVEY CONTROL
 FR1026  ___________________________________________________________________
 FR1026* NAD 83(1986)-  35 33 55.     (N)    112 41 38.     (W)     SCALED    
 FR1026* NAVD 88     -      1837.193  (meters)    6027.52   (feet)  POSTED    
 FR1026  ___________________________________________________________________
 FR1026  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 FR1026  DYNAMIC HT  -        1834.750 (meters)    6019.51  (feet)  COMP
 FR1026  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 FR1026
 FR1026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1026
 FR1026.The horizontal coordinates were scaled from a topographic map and have
 FR1026.an estimated accuracy of +/- 6 seconds.
 FR1026
 FR1026.The orthometric height was determined by differential leveling
 FR1026.and adjusted by the National Geodetic Survey in 1992..
 FR1026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1026.rate of 0.0 thru 1.0 mm/km.
 FR1026
 FR1026.The geoid height was determined by GEOID03.
 FR1026
 FR1026.The dynamic height is computed by dividing the NAVD 88
 FR1026.geopotential number by the normal gravity value computed on the
 FR1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1026.degrees latitude (g = 980.6199 gals.).
 FR1026
 FR1026.The modeled gravity was interpolated from observed gravity values.
 FR1026
 FR1026;                    North         East    Units  Estimated Accuracy
 FR1026;SPC AZ C     -   506,560.      142,910.      MT  (+/- 180 meters Scaled)
 FR1026
 FR1026                          SUPERSEDED SURVEY CONTROL
 FR1026
 FR1026.No superseded survey control is available for this station.
 FR1026
 FR1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE464370(NAD 83)
 FR1026_MARKER: DB = BENCH MARK DISK
 FR1026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1026_SP_SET: COPPER-CLAD STEEL ROD
 FR1026_STAMPING: 76 EMH 1973 6025
 FR1026_MARK LOGO: USGS  
 FR1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1026
 FR1026  HISTORY     - Date     Condition        Report By
 FR1026  HISTORY     - 1973     MONUMENTED       USGS
 FR1026
 FR1026                          STATION DESCRIPTION
 FR1026
 FR1026'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1026'63.7 KM (39.60 MI) NORTH FROM SELIGMAN.
 FR1026'FROM THE GATE AT SEVEN RANCH, PROCEED 12.3 MILES NORTHWEST ALONG A
 FR1026'DIRT ROAD.  OR, FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 5.4 MILES
 FR1026'SOUTH ALONG A DIRT ROAD, 0.3 MILES NORTH OF A DRAIN CROSSING, ABOUT
 FR1026'535 FEET SOUTH OF THE BEGINNING OF A CURVE RIGHT, 24 FEET EAST OF THE
 FR1026'CENTERLINE OF THE ROAD, 6 FEET WEST OF A SMALL JUNIPER TREE.  ROD
 FR1026'DEPTH UNKNOWN.
 FR1026'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0746 ***********************************************************************
 DA0746  DESIGNATION -  760
 DA0746  PID         -  DA0746
 DA0746  STATE/COUNTY-  AZ/MARICOPA
 DA0746  USGS QUAD   -  SENTINEL (1986)
 DA0746
 DA0746                         *CURRENT SURVEY CONTROL
 DA0746  ___________________________________________________________________
 DA0746* NAD 83(1986)-  32 51 51.     (N)    113 08 41.     (W)     SCALED    
 DA0746* NAVD 88     -       232.47   (+/-2cm)     762.7    (feet)  VERTCON   
 DA0746  ___________________________________________________________________
 DA0746  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0746
 DA0746  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0746
 DA0746.The horizontal coordinates were scaled from a topographic map and have
 DA0746.an estimated accuracy of +/- 6 seconds.
 DA0746
 DA0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0746.The vertical order pertains to the NGVD 29 superseded value.
 DA0746
 DA0746.The geoid height was determined by GEOID03.
 DA0746
 DA0746;                    North         East    Units  Estimated Accuracy
 DA0746;SPC AZ C     -   207,360.       98,430.      MT  (+/- 180 meters Scaled)
 DA0746
 DA0746                          SUPERSEDED SURVEY CONTROL
 DA0746
 DA0746  NGVD 29 (??/??/92)  231.856  (m)          760.68   (f) ADJ UNCH    1 2
 DA0746
 DA0746.Superseded values are not recommended for survey control.
 DA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0746.See file dsdata.txt to determine how the superseded data were derived.
 DA0746
 DA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB993382(NAD 83)
 DA0746_MARKER: DD = SURVEY DISK
 DA0746_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0746+WITH SETTING: INTO GROUND
 DA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0746+STABILITY: SURFACE MOTION
 DA0746
 DA0746  HISTORY     - Date     Condition        Report By
 DA0746  HISTORY     - UNK      MONUMENTED       USGS
 DA0746  HISTORY     - 1952     GOOD             NGS
 DA0746  HISTORY     - 1960     MARK NOT FOUND   NGS
 DA0746
 DA0746                          STATION DESCRIPTION
 DA0746
 DA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0746'3.7 MI E FROM SENTINEL.
 DA0746'3.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0746'WATER TANK AT SENTINEL, 870 FEET WEST OF MILEPOST 830, 390 FEET EAST
 DA0746'OF THE EAST END OF BRIDGE NO 829, 45 FEET SOUTH OF THE TRACK, 2 FEET
 DA0746'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DA0746'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DA0746
 DA0746                          STATION RECOVERY (1960)
 DA0746
 DA0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0192 ***********************************************************************
 ES0192  DESIGNATION -  7601.9
 ES0192  PID         -  ES0192
 ES0192  STATE/COUNTY-  AZ/COCONINO
 ES0192  USGS QUAD   -  WOODS CANYON (1990)
 ES0192
 ES0192                         *CURRENT SURVEY CONTROL
 ES0192  ___________________________________________________________________
 ES0192* NAD 83(1986)-  34 19 11.     (N)    110 56 25.     (W)     SCALED    
 ES0192* NAVD 88     -      2318.044  (meters)    7605.12   (feet)  ADJUSTED  
 ES0192  ___________________________________________________________________
 ES0192  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0192  DYNAMIC HT  -        2314.552 (meters)    7593.66  (feet)  COMP
 ES0192  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 ES0192
 ES0192  VERT ORDER  -  SECOND    CLASS 0
 ES0192
 ES0192.The horizontal coordinates were scaled from a topographic map and have
 ES0192.an estimated accuracy of +/- 6 seconds.
 ES0192
 ES0192.The orthometric height was determined by differential leveling
 ES0192.and adjusted by the National Geodetic Survey in June 1991..
 ES0192
 ES0192.The geoid height was determined by GEOID03.
 ES0192
 ES0192.The dynamic height is computed by dividing the NAVD 88
 ES0192.geopotential number by the normal gravity value computed on the
 ES0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0192.degrees latitude (g = 980.6199 gals.).
 ES0192
 ES0192.The modeled gravity was interpolated from observed gravity values.
 ES0192
 ES0192;                    North         East    Units  Estimated Accuracy
 ES0192;SPC AZ C     -   368,550.      303,220.      MT  (+/- 180 meters Scaled)
 ES0192
 ES0192                          SUPERSEDED SURVEY CONTROL
 ES0192
 ES0192  NGVD 29 (??/??/92) 2317.029  (m)         7601.79   (f) ADJ UNCH    2 0
 ES0192
 ES0192.Superseded values are not recommended for survey control.
 ES0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0192.See file dsdata.txt to determine how the superseded data were derived.
 ES0192
 ES0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC054976(NAD 83)
 ES0192_MARKER: N = NAIL
 ES0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0192_SP_SET: TREE
 ES0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0192
 ES0192  HISTORY     - Date     Condition        Report By
 ES0192  HISTORY     - UNK      MONUMENTED       USGS
 ES0192  HISTORY     - 1935     GOOD             NGS
 ES0192  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0192
 ES0192                          STATION DESCRIPTION
 ES0192
 ES0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0192'55.0 MI SW FROM WINSLOW.
 ES0192'IN COCONINO COUNTY, 55.0 MILES SOUTHWEST ALONG THE PROMOTORY TOWER
 ES0192'ROAD FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, THENCE
 ES0192'6.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO 13 RANCH.  25 FEET
 ES0192'NORTHWEST OF THE MORMON CROSSING SIGN, 21 FEET NORTHEAST OF THE CENTER
 ES0192'LINE OF THE ROAD, 12 FEET NORTHEAST OF A 12-INCH GALVANIZED-IRON
 ES0192'CULVERT, AND IN THE BASE OF AN 18-INCH OAK TREE.  A UNITED STATES
 ES0192'GEOLOGICAL SURVEY STANDARD COPPER NAIL
 ES0192
 ES0192                          STATION RECOVERY (2005)
 ES0192
 ES0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0034 ***********************************************************************
 DU0034  DESIGNATION -  760+55
 DU0034  PID         -  DU0034
 DU0034  STATE/COUNTY-  AZ/GILA
 DU0034  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0034
 DU0034                         *CURRENT SURVEY CONTROL
 DU0034  ___________________________________________________________________
 DU0034* NAD 83(1986)-  33 48 16.     (N)    110 28 42.     (W)     SCALED    
 DU0034* NAVD 88     -      1314.435  (meters)    4312.44   (feet)  ADJUSTED  
 DU0034  ___________________________________________________________________
 DU0034  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DU0034  DYNAMIC HT  -        1312.628 (meters)    4306.51  (feet)  COMP
 DU0034  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 DU0034
 DU0034  VERT ORDER  -  FIRST     CLASS II
 DU0034
 DU0034.The horizontal coordinates were scaled from a topographic map and have
 DU0034.an estimated accuracy of +/- 6 seconds.
 DU0034
 DU0034.The orthometric height was determined by differential leveling
 DU0034.and adjusted by the National Geodetic Survey in June 1991..
 DU0034
 DU0034.The geoid height was determined by GEOID03.
 DU0034
 DU0034.The dynamic height is computed by dividing the NAVD 88
 DU0034.geopotential number by the normal gravity value computed on the
 DU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0034.degrees latitude (g = 980.6199 gals.).
 DU0034
 DU0034.The modeled gravity was interpolated from observed gravity values.
 DU0034
 DU0034;                    North         East    Units  Estimated Accuracy
 DU0034;SPC AZ E     -   311,010.      184,500.      MT  (+/- 180 meters Scaled)
 DU0034
 DU0034                          SUPERSEDED SURVEY CONTROL
 DU0034
 DU0034  NGVD 29 (??/??/92) 1313.776  (m)         4310.28   (f) ADJ UNCH    1 2
 DU0034
 DU0034.Superseded values are not recommended for survey control.
 DU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0034.See file dsdata.txt to determine how the superseded data were derived.
 DU0034
 DU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC482405(NAD 83)
 DU0034_MARKER: DD = SURVEY DISK
 DU0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0034_SP_SET: CULVERT
 DU0034_STAMPING: 760+55 3922.40 55
 DU0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0034
 DU0034  HISTORY     - Date     Condition        Report By
 DU0034  HISTORY     - UNK      MONUMENTED       AZHD
 DU0034  HISTORY     - 1960     GOOD             NGS
 DU0034  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0034  HISTORY     - 1979     GOOD             NGS
 DU0034
 DU0034                          STATION DESCRIPTION
 DU0034
 DU0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0034'8.9 MI NE FROM SENECA.
 DU0034'ABOUT 8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0034'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0034'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A 24-INCH
 DU0034'CULVERT, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 DU0034'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0034
 DU0034                          STATION RECOVERY (1976)
 DU0034
 DU0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0034'MARK NOT FOUND.
 DU0034
 DU0034                          STATION RECOVERY (1979)
 DU0034
 DU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0034'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0034'IN THE SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 296, SET
 DU0034'IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A 24-INCH CULVERT,
 DU0034'24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF
 DU0034'THE WEST END OF THE HEADWALL.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0034'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0034'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0008 ***********************************************************************
 EU0008  DESIGNATION -  762
 EU0008  PID         -  EU0008
 EU0008  STATE/COUNTY-  AZ/MOHAVE
 EU0008  USGS QUAD   -  TOPOCK (1970)
 EU0008
 EU0008                         *CURRENT SURVEY CONTROL
 EU0008  ___________________________________________________________________
 EU0008* NAD 83(1986)-  34 44 15.     (N)    114 22 38.     (W)     SCALED    
 EU0008* NAVD 88     -       233.01   (+/-2cm)     764.5    (feet)  VERTCON   
 EU0008  ___________________________________________________________________
 EU0008  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 EU0008
 EU0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0008
 EU0008.The horizontal coordinates were scaled from a topographic map and have
 EU0008.an estimated accuracy of +/- 6 seconds.
 EU0008
 EU0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0008.The vertical order pertains to the NGVD 29 superseded value.
 EU0008
 EU0008.The geoid height was determined by GEOID03.
 EU0008
 EU0008;                    North         East    Units  Estimated Accuracy
 EU0008;SPC AZ W     -   414,650.      155,920.      MT  (+/- 180 meters Scaled)
 EU0008
 EU0008                          SUPERSEDED SURVEY CONTROL
 EU0008
 EU0008  NGVD 29 (??/??/??)  232.357  (m)          762.32   (f) ADJUSTED    1 2
 EU0008
 EU0008.Superseded values are not recommended for survey control.
 EU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0008.See file dsdata.txt to determine how the superseded data were derived.
 EU0008
 EU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU401470(NAD 83)
 EU0008_MARKER: P = PIPE CAP
 EU0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0008_STAMPING: 762.325
 EU0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0008
 EU0008  HISTORY     - Date     Condition        Report By
 EU0008  HISTORY     - UNK      MONUMENTED       USGS
 EU0008  HISTORY     - 1961     GOOD             NGS
 EU0008
 EU0008                          STATION DESCRIPTION
 EU0008
 EU0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0008'6.5 MI E FROM TOPOCK.
 EU0008'ABOUT 6.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0008'RAILWAY FROM THE EAST END OF THE RAILWAY BRIDGE OVER THE COLORADO
 EU0008'RIVER IN TOPOCK, ABOUT 0.10 MILE WEST OF THE EAST END OF A SIDING
 EU0008'AND A STATION SIGN POWELL, ABOUT 1 1/2 POLES EAST OF MILE POST
 EU0008'559, 77 FEET NORTH OF THE CENTER OF THE WEST BOUND TRACK, 22 FEET
 EU0008'WEST OF A POLE, AND IS A U.S.G.S. STANDARD CAP RIVETED TO THE
 EU0008'TOP OF A 3 1/2 INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 EU0008'NOTE-- IN THE ORIGINAL DESCRIPTION THE MARK WAS DESCRIBED AS
 EU0008'BEING AT POWELL AND OPPOSITE THE STATION SIGN.  THE STATION HAS
 EU0008'BEEN DESTROYED, AND APPARENTLY THE STATION SIGN HAS BEEN MOVED
 EU0008'ABOUT 0.10 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1140 ***********************************************************************
 DU1140  DESIGNATION -  762
 DU1140  PID         -  DU1140
 DU1140  STATE/COUNTY-  AZ/GILA
 DU1140  USGS QUAD   -  SAN CARLOS (1979)
 DU1140
 DU1140                         *CURRENT SURVEY CONTROL
 DU1140  ___________________________________________________________________
 DU1140* NAD 83(1986)-  33 17 48.     (N)    110 27 13.     (W)     SCALED    
 DU1140* NAVD 88     -       783.785  (meters)    2571.47   (feet)  ADJUSTED  
 DU1140  ___________________________________________________________________
 DU1140  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1140  DYNAMIC HT  -         782.749 (meters)    2568.07  (feet)  COMP
 DU1140  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 DU1140
 DU1140  VERT ORDER  -  FIRST     CLASS II
 DU1140
 DU1140.The horizontal coordinates were scaled from a topographic map and have
 DU1140.an estimated accuracy of +/- 6 seconds.
 DU1140
 DU1140.The orthometric height was determined by differential leveling
 DU1140.and adjusted by the National Geodetic Survey in June 1991..
 DU1140
 DU1140.The geoid height was determined by GEOID03.
 DU1140
 DU1140.The dynamic height is computed by dividing the NAVD 88
 DU1140.geopotential number by the normal gravity value computed on the
 DU1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1140.degrees latitude (g = 980.6199 gals.).
 DU1140
 DU1140.The modeled gravity was interpolated from observed gravity values.
 DU1140
 DU1140;                    North         East    Units  Estimated Accuracy
 DU1140;SPC AZ E     -   254,690.      186,640.      MT  (+/- 180 meters Scaled)
 DU1140
 DU1140                          SUPERSEDED SURVEY CONTROL
 DU1140
 DU1140.No superseded survey control is available for this station.
 DU1140
 DU1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB508843(NAD 83)
 DU1140_MARKER: DB = BENCH MARK DISK
 DU1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1140_SP_SET: BRIDGE ABUTMENT
 DU1140_STAMPING: 2569.90 762 34.9 1956 AHD
 DU1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1140
 DU1140  HISTORY     - Date     Condition        Report By
 DU1140  HISTORY     - 1956     MONUMENTED       AZHD
 DU1140  HISTORY     - 1979     GOOD             NGS
 DU1140
 DU1140                          STATION DESCRIPTION
 DU1140
 DU1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1140'31.7 KM SE FROM GLOBE.
 DU1140'31.7 KILOMETERS (19.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1140'NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHWEST END OF THE NORTHWEST
 DU1140'ABUTMENT OF A HIGHWAY BRIDGE OVER THE SAN CARLOS RIVER, SET IN TOP
 DU1140'OF THE CONCRETE CURB, 5.1 METERS (16.7 FEET) SOUTHWEST OF THE
 DU1140'CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FEET) SOUTHEAST OF THE
 DU1140'SOUTHWEST END OF THE ABUTMENT.
 DU1140'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0335 ***********************************************************************
 FS0335  DESIGNATION -  762+49.25
 FS0335  PID         -  FS0335
 FS0335  STATE/COUNTY-  AZ/MOHAVE
 FS0335  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0335
 FS0335                         *CURRENT SURVEY CONTROL
 FS0335  ___________________________________________________________________
 FS0335* NAD 83(1986)-  35 32 58.     (N)    114 22 03.     (W)     SCALED    
 FS0335* NAVD 88     -       882.964  (meters)    2896.86   (feet)  POSTED    
 FS0335  ___________________________________________________________________
 FS0335  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0335  DYNAMIC HT  -         881.960 (meters)    2893.56  (feet)  COMP
 FS0335  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 FS0335
 FS0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0335
 FS0335.The horizontal coordinates were scaled from a topographic map and have
 FS0335.an estimated accuracy of +/- 6 seconds.
 FS0335
 FS0335.The orthometric height was determined by differential leveling
 FS0335.and adjusted by the National Geodetic Survey in 1992..
 FS0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0335.rate of 0.0 thru 1.0 mm/km.
 FS0335
 FS0335.The geoid height was determined by GEOID03.
 FS0335
 FS0335.The dynamic height is computed by dividing the NAVD 88
 FS0335.geopotential number by the normal gravity value computed on the
 FS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0335.degrees latitude (g = 980.6199 gals.).
 FS0335
 FS0335.The modeled gravity was interpolated from observed gravity values.
 FS0335
 FS0335;                    North         East    Units  Estimated Accuracy
 FS0335;SPC AZ W     -   504,720.      157,370.      MT  (+/- 180 meters Scaled)
 FS0335
 FS0335                          SUPERSEDED SURVEY CONTROL
 FS0335
 FS0335  NGVD 29 (??/??/92)  882.194  (m)         2894.33   (f) ADJ UNCH    1 1
 FS0335
 FS0335.Superseded values are not recommended for survey control.
 FS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0335.See file dsdata.txt to determine how the superseded data were derived.
 FS0335
 FS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV386371(NAD 83)
 FS0335_MARKER: DD = SURVEY DISK
 FS0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0335_SP_SET: CULVERT
 FS0335_STAMPING: 762+49.25 2894.99 1935
 FS0335_MARK LOGO: AZHD  
 FS0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0335
 FS0335  HISTORY     - Date     Condition        Report By
 FS0335  HISTORY     - 1935     MONUMENTED       AZHD
 FS0335  HISTORY     - 1949     GOOD             NGS
 FS0335  HISTORY     - 1982     GOOD             NGS
 FS0335
 FS0335                          STATION DESCRIPTION
 FS0335
 FS0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0335'12.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0335'12.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0335'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0335'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0335'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0335'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0335
 FS0335                          STATION RECOVERY (1982)
 FS0335
 FS0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0335'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0755 ***********************************************************************
 DA0755  DESIGNATION -  763
 DA0755  PID         -  DA0755
 DA0755  STATE/COUNTY-  AZ/MARICOPA
 DA0755  USGS QUAD   -  SENTINEL NE (1986)
 DA0755
 DA0755                         *CURRENT SURVEY CONTROL
 DA0755  ___________________________________________________________________
 DA0755* NAD 83(1986)-  32 53 13.     (N)    113 02 25.     (W)     SCALED    
 DA0755* NAVD 88     -       233.12   (+/-2cm)     764.8    (feet)  VERTCON   
 DA0755  ___________________________________________________________________
 DA0755  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0755
 DA0755  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0755
 DA0755.The horizontal coordinates were scaled from a topographic map and have
 DA0755.an estimated accuracy of +/- 6 seconds.
 DA0755
 DA0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0755.The vertical order pertains to the NGVD 29 superseded value.
 DA0755
 DA0755.The geoid height was determined by GEOID03.
 DA0755
 DA0755;                    North         East    Units  Estimated Accuracy
 DA0755;SPC AZ C     -   209,770.      108,230.      MT  (+/- 180 meters Scaled)
 DA0755
 DA0755                          SUPERSEDED SURVEY CONTROL
 DA0755
 DA0755  NGVD 29 (??/??/92)  232.506  (m)          762.81   (f) ADJ UNCH    1 2
 DA0755
 DA0755.Superseded values are not recommended for survey control.
 DA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0755.See file dsdata.txt to determine how the superseded data were derived.
 DA0755
 DA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB091405(NAD 83)
 DA0755_MARKER: DD = SURVEY DISK
 DA0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0755_SP_SET: CULVERT
 DA0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0755
 DA0755  HISTORY     - Date     Condition        Report By
 DA0755  HISTORY     - UNK      MONUMENTED       USGS
 DA0755  HISTORY     - 1952     GOOD             NGS
 DA0755  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0755  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0755
 DA0755                          STATION DESCRIPTION
 DA0755
 DA0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0755'10.3 MI E FROM SENTINEL.
 DA0755'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0755'WATER TANK AT SENTINEL, 0.35 MILE WEST OF MILEPOST 836, AT CULVERT
 DA0755'835, 50 FEET NORTH OF THE RAILROAD TRACK, 2 FEET LOWER THAN THE TRACK,
 DA0755'AND RIVETED ON TOP OF A 3 1/4 INCH PIPE PROJECTING 0.8 FOOT ABOVE THE
 DA0755'GROUND.
 DA0755
 DA0755                          STATION RECOVERY (1980)
 DA0755
 DA0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0755'IRON PIPE FOUND RUSTED OFF AT THE BASE.
 DA0755
 DA0755                          STATION RECOVERY (1980)
 DA0755
 DA0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0755'IRON PIPE FOUND RUSTED OFF AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0180 ***********************************************************************
 ES0180  DESIGNATION -  7630.7
 ES0180  PID         -  ES0180
 ES0180  STATE/COUNTY-  AZ/COCONINO
 ES0180  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0180
 ES0180                         *CURRENT SURVEY CONTROL
 ES0180  ___________________________________________________________________
 ES0180* NAD 83(1986)-  34 25 34.     (N)    110 58 39.     (W)     SCALED    
 ES0180* NAVD 88     -      2326.996  (meters)    7634.49   (feet)  ADJUSTED  
 ES0180  ___________________________________________________________________
 ES0180  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0180  DYNAMIC HT  -        2323.487 (meters)    7622.97  (feet)  COMP
 ES0180  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 ES0180
 ES0180  VERT ORDER  -  SECOND    CLASS 0
 ES0180
 ES0180.The horizontal coordinates were scaled from a topographic map and have
 ES0180.an estimated accuracy of +/- 6 seconds.
 ES0180
 ES0180.The orthometric height was determined by differential leveling
 ES0180.and adjusted by the National Geodetic Survey in June 1991..
 ES0180
 ES0180.The geoid height was determined by GEOID03.
 ES0180
 ES0180.The dynamic height is computed by dividing the NAVD 88
 ES0180.geopotential number by the normal gravity value computed on the
 ES0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0180.degrees latitude (g = 980.6199 gals.).
 ES0180
 ES0180.The modeled gravity was interpolated from observed gravity values.
 ES0180
 ES0180;                    North         East    Units  Estimated Accuracy
 ES0180;SPC AZ C     -   380,320.      299,680.      MT  (+/- 180 meters Scaled)
 ES0180
 ES0180                          SUPERSEDED SURVEY CONTROL
 ES0180
 ES0180  NGVD 29 (??/??/92) 2325.948  (m)         7631.05   (f) ADJ UNCH    2 0
 ES0180
 ES0180.Superseded values are not recommended for survey control.
 ES0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0180.See file dsdata.txt to determine how the superseded data were derived.
 ES0180
 ES0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD020094(NAD 83)
 ES0180_MARKER: R = RIVET
 ES0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0180_SP_SET: TREE
 ES0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0180
 ES0180  HISTORY     - Date     Condition        Report By
 ES0180  HISTORY     - UNK      MONUMENTED       USGS
 ES0180  HISTORY     - 1935     GOOD             NGS
 ES0180  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0180
 ES0180                          STATION DESCRIPTION
 ES0180
 ES0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0180'51.5 MI SW FROM WINSLOW.
 ES0180'3.5 MI N ALONG ROAD TO WINSLOW.  51.5 MI S.W. OF UNION OIL CO PLANT AT
 ES0180'WINSLOW.  ON A SHORT TANGENT BETWEEN TWO CURVES, 48 FEET SE OF THE
 ES0180'CENTERLINE OF THE ROAD, 27 FEET SE OF A TELEPHONE LINE, SET IN THE
 ES0180'BASE OF A 2 FT PINE TREE.
 ES0180
 ES0180                          STATION RECOVERY (2005)
 ES0180
 ES0180'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0180'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0182 ***********************************************************************
 ES0182  DESIGNATION -  7647
 ES0182  PID         -  ES0182
 ES0182  STATE/COUNTY-  AZ/COCONINO
 ES0182  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0182
 ES0182                         *CURRENT SURVEY CONTROL
 ES0182  ___________________________________________________________________
 ES0182* NAD 83(1986)-  34 24 46.     (N)    110 59 07.     (W)     SCALED    
 ES0182* NAVD 88     -      2332.381  (meters)    7652.15   (feet)  ADJUSTED  
 ES0182  ___________________________________________________________________
 ES0182  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0182  DYNAMIC HT  -        2328.847 (meters)    7640.56  (feet)  COMP
 ES0182  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 ES0182
 ES0182  VERT ORDER  -  SECOND    CLASS 0
 ES0182
 ES0182.The horizontal coordinates were scaled from a topographic map and have
 ES0182.an estimated accuracy of +/- 6 seconds.
 ES0182
 ES0182.The orthometric height was determined by differential leveling
 ES0182.and adjusted by the National Geodetic Survey in June 1991..
 ES0182
 ES0182.The geoid height was determined by GEOID03.
 ES0182
 ES0182.The dynamic height is computed by dividing the NAVD 88
 ES0182.geopotential number by the normal gravity value computed on the
 ES0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0182.degrees latitude (g = 980.6199 gals.).
 ES0182
 ES0182.The modeled gravity was interpolated from observed gravity values.
 ES0182
 ES0182;                    North         East    Units  Estimated Accuracy
 ES0182;SPC AZ C     -   378,830.      298,980.      MT  (+/- 180 meters Scaled)
 ES0182
 ES0182                          SUPERSEDED SURVEY CONTROL
 ES0182
 ES0182  NGVD 29 (??/??/92) 2331.318  (m)         7648.67   (f) ADJ UNCH    2 0
 ES0182
 ES0182.Superseded values are not recommended for survey control.
 ES0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0182.See file dsdata.txt to determine how the superseded data were derived.
 ES0182
 ES0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD013079(NAD 83)
 ES0182_MARKER: R = RIVET
 ES0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0182_SP_SET: TREE
 ES0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0182
 ES0182  HISTORY     - Date     Condition        Report By
 ES0182  HISTORY     - UNK      MONUMENTED       USGS
 ES0182  HISTORY     - 1935     GOOD             NGS
 ES0182  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0182
 ES0182                          STATION DESCRIPTION
 ES0182
 ES0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0182'52.6 MI SW FROM WINSLOW.
 ES0182'2.4 MI N ALONG ROAD TO WINSLOW.  52.6 MI S.W. OF WINSLOW (UNION OIL
 ES0182'CO. PLANT) 135 FEET S OF A 24 INCH GALV CULVERT, 27 FEET WEST OF THE
 ES0182'CENTERLINE OF THE ROAD.  SET IN THE BASE OF A 18 INCH PINE TREE.
 ES0182
 ES0182                          STATION RECOVERY (2005)
 ES0182
 ES0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0894 ***********************************************************************
 DV0894  DESIGNATION -  77 A
 DV0894  PID         -  DV0894
 DV0894  STATE/COUNTY-  AZ/MARICOPA
 DV0894  USGS QUAD   -  BUCKEYE NW (1982)
 DV0894
 DV0894                         *CURRENT SURVEY CONTROL
 DV0894  ___________________________________________________________________
 DV0894* NAD 83(1986)-  33 26 29.     (N)    112 41 12.     (W)     SCALED    
 DV0894* NAVD 88     -       324.97   (+/-2cm)    1066.2    (feet)  VERTCON   
 DV0894  ___________________________________________________________________
 DV0894  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0894
 DV0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0894
 DV0894.The horizontal coordinates were scaled from a topographic map and have
 DV0894.an estimated accuracy of +/- 6 seconds.
 DV0894
 DV0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0894.The vertical order pertains to the NGVD 29 superseded value.
 DV0894
 DV0894.The geoid height was determined by GEOID03.
 DV0894
 DV0894;                    North         East    Units  Estimated Accuracy
 DV0894;SPC AZ C     -   270,970.      141,770.      MT  (+/- 180 meters Scaled)
 DV0894
 DV0894                          SUPERSEDED SURVEY CONTROL
 DV0894
 DV0894  NGVD 29 (??/??/92)  324.327  (m)         1064.06   (f) ADJ UNCH    2 0
 DV0894
 DV0894.Superseded values are not recommended for survey control.
 DV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0894.See file dsdata.txt to determine how the superseded data were derived.
 DV0894
 DV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC432014(NAD 83)
 DV0894_MARKER: DD = SURVEY DISK
 DV0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0894_STAMPING: 77 A 1962
 DV0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0894+STABILITY: SURFACE MOTION
 DV0894
 DV0894  HISTORY     - Date     Condition        Report By
 DV0894  HISTORY     - 1962     MONUMENTED       AZHD
 DV0894  HISTORY     - 1962     GOOD             NGS
 DV0894  HISTORY     - 1974     GOOD             NGS
 DV0894
 DV0894                          STATION DESCRIPTION
 DV0894
 DV0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0894'16.55 MI SE FROM TONOPAH.
 DV0894'0.5 MILE EAST-SOUTHEAST OF D 416 77.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0894'DISK STAMPED 77 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0894'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0894'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0894
 DV0894                          STATION RECOVERY (1974)
 DV0894
 DV0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0895 ***********************************************************************
 DV0895  DESIGNATION -  77 A RESET
 DV0895  PID         -  DV0895
 DV0895  STATE/COUNTY-  AZ/MARICOPA
 DV0895  USGS QUAD   -  BUCKEYE NW (1982)
 DV0895
 DV0895                         *CURRENT SURVEY CONTROL
 DV0895  ___________________________________________________________________
 DV0895* NAD 83(1986)-  33 26 29.     (N)    112 41 12.     (W)     SCALED    
 DV0895* NAVD 88     -       324.41   (+/-2cm)    1064.3    (feet)  VERTCON   
 DV0895  ___________________________________________________________________
 DV0895  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0895
 DV0895  VERT ORDER  -  THIRD (See Below)
 DV0895
 DV0895.The horizontal coordinates were scaled from a topographic map and have
 DV0895.an estimated accuracy of +/- 6 seconds.
 DV0895
 DV0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0895.The vertical order pertains to the NGVD 29 superseded value.
 DV0895
 DV0895.The geoid height was determined by GEOID03.
 DV0895
 DV0895;                    North         East    Units  Estimated Accuracy
 DV0895;SPC AZ C     -   270,970.      141,770.      MT  (+/- 180 meters Scaled)
 DV0895
 DV0895                          SUPERSEDED SURVEY CONTROL
 DV0895
 DV0895  NGVD 29 (03/28/06)  323.77   (m)         1062.2    (f) RESET       3  
 DV0895
 DV0895.Superseded values are not recommended for survey control.
 DV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0895.See file dsdata.txt to determine how the superseded data were derived.
 DV0895
 DV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC432014(NAD 83)
 DV0895_MARKER: DB = BENCH MARK DISK
 DV0895_SETTING: 0 = UNSPECIFIED SETTING
 DV0895_STAMPING: 77 A AHD RESET 1974
 DV0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0895
 DV0895  HISTORY     - Date     Condition        Report By
 DV0895  HISTORY     - 1974     MONUMENTED       AZHD
 DV0895
 DV0895                          STATION DESCRIPTION
 DV0895
 DV0895'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0895'17.15 MI SE FROM TONOPAH.
 DV0895'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0895'10 OVER PASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0895'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.5 MILES EAST ALONG THE
 DV0895'SOUTH RIGHT OF WAY FENCE LINE (0.5 MILE WEST OF PALO VERDE ROAD).  A
 DV0895'10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 1/2 INCHES, 80 YARDS WEST
 DV0895'OF A PIPE CULVERT, UNDER THE FENCE LINE AT WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0648 ***********************************************************************
 ER0648  DESIGNATION -  77 BKC
 ER0648  PID         -  ER0648
 ER0648  STATE/COUNTY-  AZ/APACHE
 ER0648  USGS QUAD   -  CERRO HUECO (1984)
 ER0648
 ER0648                         *CURRENT SURVEY CONTROL
 ER0648  ___________________________________________________________________
 ER0648* NAD 83(1986)-  34 15 03.     (N)    109 32 16.     (W)     SCALED    
 ER0648* NAVD 88     -      2228.996  (meters)    7312.96   (feet)  ADJUSTED  
 ER0648  ___________________________________________________________________
 ER0648  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ER0648  DYNAMIC HT  -        2225.571 (meters)    7301.73  (feet)  COMP
 ER0648  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 ER0648
 ER0648  VERT ORDER  -  SECOND    CLASS 0
 ER0648
 ER0648.The horizontal coordinates were scaled from a topographic map and have
 ER0648.an estimated accuracy of +/- 6 seconds.
 ER0648
 ER0648.The orthometric height was determined by differential leveling
 ER0648.and adjusted by the National Geodetic Survey in June 1991..
 ER0648
 ER0648.The geoid height was determined by GEOID03.
 ER0648
 ER0648.The dynamic height is computed by dividing the NAVD 88
 ER0648.geopotential number by the normal gravity value computed on the
 ER0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0648.degrees latitude (g = 980.6199 gals.).
 ER0648
 ER0648.The modeled gravity was interpolated from observed gravity values.
 ER0648
 ER0648;                    North         East    Units  Estimated Accuracy
 ER0648;SPC AZ E     -   360,650.      271,280.      MT  (+/- 180 meters Scaled)
 ER0648
 ER0648                          SUPERSEDED SURVEY CONTROL
 ER0648
 ER0648.No superseded survey control is available for this station.
 ER0648
 ER0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC346909(NAD 83)
 ER0648_MARKER: DB = BENCH MARK DISK
 ER0648_SETTING: 66 = SET IN ROCK OUTCROP
 ER0648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0648_STAMPING: 77 BKC 1968 7310
 ER0648_MARK LOGO: USGS  
 ER0648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0648+STABILITY: POSITION/ELEVATION WELL
 ER0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0648+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0648
 ER0648  HISTORY     - Date     Condition        Report By
 ER0648  HISTORY     - 1968     MONUMENTED       USGS
 ER0648
 ER0648                          STATION DESCRIPTION
 ER0648
 ER0648'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0648'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 18.3 MILES
 ER0648'NORTHWEST ALONG U S HIGHWAY 60, 68 FEET NORTH OF THE HIGHWAY, 6 FEET
 ER0648'SOUTH OF A FENCE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0505 ***********************************************************************
 ER0505  DESIGNATION -  77 BKC 7310
 ER0505  PID         -  ER0505
 ER0505  STATE/COUNTY-  AZ/APACHE
 ER0505  USGS QUAD   -  CERRO HUECO (1984)
 ER0505
 ER0505                         *CURRENT SURVEY CONTROL
 ER0505  ___________________________________________________________________
 ER0505* NAD 83(1992)-  34 15 03.60145(N)    109 32 16.83886(W)     ADJUSTED  
 ER0505* NAVD 88     -      2229.04   (+/-2cm)    7313.1    (feet)  VERTCON   
 ER0505  ___________________________________________________________________
 ER0505  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ER0505  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ER0505
 ER0505  HORZ ORDER  -  SECOND
 ER0505  VERT ORDER  -  THIRD ? (See Below)
 ER0505
 ER0505.The horizontal coordinates were established by classical geodetic methods
 ER0505.and adjusted by the National Geodetic Survey in August 1993..
 ER0505
 ER0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0505.The vertical order pertains to the NGVD 29 superseded value.
 ER0505
 ER0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0505
 ER0505.The geoid height was determined by GEOID03.
 ER0505
 ER0505;                    North         East     Units Scale Factor Converg.
 ER0505;SPC AZ E     -   360,671.983   271,261.497   MT  0.99994131   +0 21 13.8
 ER0505;SPC AZ E     - 1,183,307.03    889,965.54   iFT  0.99994131   +0 21 13.8
 ER0505;UTM  12      - 3,790,953.741   634,618.533   MT  0.99982339   +0 49 22.7
 ER0505
 ER0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0505!SPC AZ E     -   0.99965378  x   0.99994131  =   0.99959511
 ER0505!UTM  12      -   0.99965378  x   0.99982339  =   0.99947723
 ER0505
 ER0505|---------------------------------------------------------------------|
 ER0505| PID    Reference Object                     Distance      Geod. Az  |
 ER0505|                                                           dddmmss.s |
 ER0505| CD1599 7310 RM 1                            10.691 METERS 03159     |
 ER0505| ER0517 CERRO                               APPROX. 3.4 KM 1154328.5 |
 ER0505| CD1600 7310 RM 2                             9.150 METERS 11931     |
 ER0505|---------------------------------------------------------------------|
 ER0505
 ER0505                          SUPERSEDED SURVEY CONTROL
 ER0505
 ER0505  NAD 83(1986)-  34 15 03.59964(N)    109 32 16.84616(W) AD(       ) 2
 ER0505  NAD 27      -  34 15 03.44308(N)    109 32 14.50115(W) AD(       ) 2
 ER0505  NGVD 29 (07/19/86) 2228.06   (m)         7309.9    (f) LEVELING    3  
 ER0505
 ER0505.Superseded values are not recommended for survey control.
 ER0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0505.See file dsdata.txt to determine how the superseded data were derived.
 ER0505
 ER0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3461990954(NAD 83)
 ER0505_MARKER: DB = BENCH MARK DISK
 ER0505_SETTING: 66 = SET IN ROCK OUTCROP
 ER0505_SP_SET: SET IN ROCK OUTCROP
 ER0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0505+STABILITY: POSITION/ELEVATION WELL
 ER0505
 ER0505  HISTORY     - Date     Condition        Report By
 ER0505  HISTORY     - 1978     MONUMENTED       AZDT
 ER0505
 ER0505                          STATION DESCRIPTION
 ER0505
 ER0505'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0505'THE STATION IS LOCATED ABOUT 16.5 MILES WEST OF SPRINGERVILLE ALONG
 ER0505'THE NORTH R/W OF U.S. HWY. 60.
 ER0505'
 ER0505'THE STATION IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED---77 BKC
 ER0505'1968 7310---AND IS CEMENTED IN A ROCK.  STATION IS 69 FEET NORTH OF
 ER0505'HWY. CENTERLINE, 6 FEET SOUTH OF R/W FENCE AND IS MARKED WITH A
 ER0505'WITNESS POST AND SIGN 5.6 FEET TO NORTH.
 ER0505'
 ER0505'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BM 7310 RM 2
 ER0505'1978---EPOXIED TO A BOULDER.
 ER0505'
 ER0505'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BM 7310 RM 1
 ER0505'1978---EPOXIED TO A BOULDER.
 ER0505'
 ER0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 5
 ER0505'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 13.3 MILES TO
 ER0505'MILE POST 370.48 AND THE STATION INSIDE OF THE NORTH R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1027 ***********************************************************************
 FR1027  DESIGNATION -  77 EMH
 FR1027  PID         -  FR1027
 FR1027  STATE/COUNTY-  AZ/COCONINO
 FR1027  USGS QUAD   -  BISHOP LAKE (1981)
 FR1027
 FR1027                         *CURRENT SURVEY CONTROL
 FR1027  ___________________________________________________________________
 FR1027* NAD 83(1986)-  35 34 44.     (N)    112 41 45.     (W)     SCALED    
 FR1027* NAVD 88     -      1837.344  (meters)    6028.02   (feet)  POSTED    
 FR1027  ___________________________________________________________________
 FR1027  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FR1027  DYNAMIC HT  -        1834.910 (meters)    6020.03  (feet)  COMP
 FR1027  MODELED GRAV-     979,242.2   (mgal)                       NAVD 88
 FR1027
 FR1027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1027
 FR1027.The horizontal coordinates were scaled from a topographic map and have
 FR1027.an estimated accuracy of +/- 6 seconds.
 FR1027
 FR1027.The orthometric height was determined by differential leveling
 FR1027.and adjusted by the National Geodetic Survey in 1992..
 FR1027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1027.rate of 0.0 thru 1.0 mm/km.
 FR1027
 FR1027.The geoid height was determined by GEOID03.
 FR1027
 FR1027.The dynamic height is computed by dividing the NAVD 88
 FR1027.geopotential number by the normal gravity value computed on the
 FR1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1027.degrees latitude (g = 980.6199 gals.).
 FR1027
 FR1027.The modeled gravity was interpolated from observed gravity values.
 FR1027
 FR1027;                    North         East    Units  Estimated Accuracy
 FR1027;SPC AZ C     -   508,070.      142,740.      MT  (+/- 180 meters Scaled)
 FR1027
 FR1027                          SUPERSEDED SURVEY CONTROL
 FR1027
 FR1027.No superseded survey control is available for this station.
 FR1027
 FR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE463385(NAD 83)
 FR1027_MARKER: DB = BENCH MARK DISK
 FR1027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1027_SP_SET: COPPER-CLAD STEEL ROD
 FR1027_STAMPING: 77 EMH 1973 6025
 FR1027_MARK LOGO: USGS  
 FR1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1027
 FR1027  HISTORY     - Date     Condition        Report By
 FR1027  HISTORY     - 1973     MONUMENTED       USGS
 FR1027
 FR1027                          STATION DESCRIPTION
 FR1027
 FR1027'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1027'65.3 KM (40.60 MI) NORTH FROM SELIGMAN.
 FR1027'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 4.4 MILES SOUTH ALONG A
 FR1027'DIRT ROAD, 0.6 MILES SOUTH OF A FENCE CROSSING, AT THE BEGINNING OF A
 FR1027'WOODED AREA, ON THE INSIDE OF A CURVE LEFT, 345 FEET SOUTHEAST OF A
 FR1027'DRAIN CROSSING, 44 FEET NORTH OF A LARGE JUNIPER TREE, 32 FEET WEST
 FR1027'OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1027'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1139 ***********************************************************************
 DU1139  DESIGNATION -  770
 DU1139  PID         -  DU1139
 DU1139  STATE/COUNTY-  AZ/GRAHAM
 DU1139  USGS QUAD   -  SAN CARLOS (1979)
 DU1139
 DU1139                         *CURRENT SURVEY CONTROL
 DU1139  ___________________________________________________________________
 DU1139* NAD 83(1986)-  33 17 46.     (N)    110 27 03.     (W)     SCALED    
 DU1139* NAVD 88     -       783.778  (meters)    2571.45   (feet)  ADJUSTED  
 DU1139  ___________________________________________________________________
 DU1139  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1139  DYNAMIC HT  -         782.741 (meters)    2568.04  (feet)  COMP
 DU1139  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 DU1139
 DU1139  VERT ORDER  -  FIRST     CLASS II
 DU1139
 DU1139.The horizontal coordinates were scaled from a topographic map and have
 DU1139.an estimated accuracy of +/- 6 seconds.
 DU1139
 DU1139.The orthometric height was determined by differential leveling
 DU1139.and adjusted by the National Geodetic Survey in June 1991..
 DU1139
 DU1139.The geoid height was determined by GEOID03.
 DU1139
 DU1139.The dynamic height is computed by dividing the NAVD 88
 DU1139.geopotential number by the normal gravity value computed on the
 DU1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1139.degrees latitude (g = 980.6199 gals.).
 DU1139
 DU1139.The modeled gravity was interpolated from observed gravity values.
 DU1139
 DU1139;                    North         East    Units  Estimated Accuracy
 DU1139;SPC AZ E     -   254,630.      186,900.      MT  (+/- 180 meters Scaled)
 DU1139
 DU1139                          SUPERSEDED SURVEY CONTROL
 DU1139
 DU1139.No superseded survey control is available for this station.
 DU1139
 DU1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB511842(NAD 83)
 DU1139_MARKER: DB = BENCH MARK DISK
 DU1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1139_SP_SET: BRIDGE ABUTMENT
 DU1139_STAMPING: 2569.87 770 25.1 1956
 DU1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1139
 DU1139  HISTORY     - Date     Condition        Report By
 DU1139  HISTORY     - 1956     MONUMENTED       AZHD
 DU1139  HISTORY     - 1979     GOOD             NGS
 DU1139
 DU1139                          STATION DESCRIPTION
 DU1139
 DU1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1139'31.9 KM SE FROM GLOBE.
 DU1139'31.9 KILOMETERS (19.85 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1139'THE NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHWEST END OF THE
 DU1139'SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE OVER THE SAN CARLOS RIVER, SET
 DU1139'IN THE TOP OF THE CONCRETE CURB, 4.9 METERS (16 FEET) SOUTHWEST OF THE
 DU1139'CENTERLINE OF THE HIGHWAY AND 1.6 METERS (5.3 FEET) NORTHWEST OF THE
 DU1139'SOUTHEAST END OF THE CONCRETE CURB.
 DU1139'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0334 ***********************************************************************
 FS0334  DESIGNATION -  770+00
 FS0334  PID         -  FS0334
 FS0334  STATE/COUNTY-  AZ/MOHAVE
 FS0334  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0334
 FS0334                         *CURRENT SURVEY CONTROL
 FS0334  ___________________________________________________________________
 FS0334* NAD 83(1986)-  35 33 02.     (N)    114 22 05.     (W)     SCALED    
 FS0334* NAVD 88     -       880.416  (meters)    2888.50   (feet)  POSTED    
 FS0334  ___________________________________________________________________
 FS0334  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0334  DYNAMIC HT  -         879.410 (meters)    2885.20  (feet)  COMP
 FS0334  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 FS0334
 FS0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0334
 FS0334.The horizontal coordinates were scaled from a topographic map and have
 FS0334.an estimated accuracy of +/- 6 seconds.
 FS0334
 FS0334.The orthometric height was determined by differential leveling
 FS0334.and adjusted by the National Geodetic Survey in 1992..
 FS0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0334.rate of 0.0 thru 1.0 mm/km.
 FS0334
 FS0334.The geoid height was determined by GEOID03.
 FS0334
 FS0334.The dynamic height is computed by dividing the NAVD 88
 FS0334.geopotential number by the normal gravity value computed on the
 FS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0334.degrees latitude (g = 980.6199 gals.).
 FS0334
 FS0334.The modeled gravity was interpolated from observed gravity values.
 FS0334
 FS0334;                    North         East    Units  Estimated Accuracy
 FS0334;SPC AZ W     -   504,840.      157,320.      MT  (+/- 180 meters Scaled)
 FS0334
 FS0334                          SUPERSEDED SURVEY CONTROL
 FS0334
 FS0334  NGVD 29 (??/??/92)  879.646  (m)         2885.97   (f) ADJ UNCH    1 1
 FS0334
 FS0334.Superseded values are not recommended for survey control.
 FS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0334.See file dsdata.txt to determine how the superseded data were derived.
 FS0334
 FS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV385372(NAD 83)
 FS0334_MARKER: DD = SURVEY DISK
 FS0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0334_SP_SET: CULVERT
 FS0334_STAMPING: 770+00 2886.63 1935
 FS0334_MARK LOGO: AZHD  
 FS0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0334
 FS0334  HISTORY     - Date     Condition        Report By
 FS0334  HISTORY     - 1935     MONUMENTED       AZHD
 FS0334  HISTORY     - 1949     GOOD             NGS
 FS0334  HISTORY     - 1982     GOOD             NGS
 FS0334  HISTORY     - 19860209 MARK NOT FOUND   USPSQD
 FS0334
 FS0334                          STATION DESCRIPTION
 FS0334
 FS0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0334'12.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0334'12.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0334'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0334'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0334'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST OF THE
 FS0334'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0334
 FS0334                          STATION RECOVERY (1982)
 FS0334
 FS0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0334'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0334
 FS0334                          STATION RECOVERY (1986)
 FS0334
 FS0334'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGO)
 FS0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1214 ***********************************************************************
 DU1214  DESIGNATION -  770+17
 DU1214  PID         -  DU1214
 DU1214  STATE/COUNTY-  AZ/GILA
 DU1214  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1214
 DU1214                         *CURRENT SURVEY CONTROL
 DU1214  ___________________________________________________________________
 DU1214* NAD 83(1986)-  33 48 19.     (N)    110 28 32.     (W)     SCALED    
 DU1214* NAVD 88     -      1333.799  (meters)    4375.97   (feet)  ADJUSTED  
 DU1214  ___________________________________________________________________
 DU1214  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DU1214  DYNAMIC HT  -        1331.959 (meters)    4369.94  (feet)  COMP
 DU1214  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 DU1214
 DU1214  VERT ORDER  -  FIRST     CLASS II
 DU1214
 DU1214.The horizontal coordinates were scaled from a topographic map and have
 DU1214.an estimated accuracy of +/- 6 seconds.
 DU1214
 DU1214.The orthometric height was determined by differential leveling
 DU1214.and adjusted by the National Geodetic Survey in June 1991..
 DU1214
 DU1214.The geoid height was determined by GEOID03.
 DU1214
 DU1214.The dynamic height is computed by dividing the NAVD 88
 DU1214.geopotential number by the normal gravity value computed on the
 DU1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1214.degrees latitude (g = 980.6199 gals.).
 DU1214
 DU1214.The modeled gravity was interpolated from observed gravity values.
 DU1214
 DU1214;                    North         East    Units  Estimated Accuracy
 DU1214;SPC AZ E     -   311,100.      184,760.      MT  (+/- 180 meters Scaled)
 DU1214
 DU1214                          SUPERSEDED SURVEY CONTROL
 DU1214
 DU1214.No superseded survey control is available for this station.
 DU1214
 DU1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC485406(NAD 83)
 DU1214_MARKER: DB = BENCH MARK DISK
 DU1214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1214_SP_SET: HEADWALL CONCRETE CULVERT
 DU1214_STAMPING: 3985.90 770+17 1955
 DU1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1214+STABILITY: SURFACE MOTION
 DU1214
 DU1214  HISTORY     - Date     Condition        Report By
 DU1214  HISTORY     - 1955     MONUMENTED       AZHD
 DU1214  HISTORY     - 1979     GOOD             NGS
 DU1214
 DU1214                          STATION DESCRIPTION
 DU1214
 DU1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1214'41.0 MI NE FROM GLOBE.
 DU1214'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1214'IN SALT RIVER CANYON, SET IN THE TOP OF A CONCRETE CULVERT HEADWALL,
 DU1214'132.7 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM MILE MARKER
 DU1214'NUMBER 296, 47.9 FEET WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM A
 DU1214'GUARD RAIL AND 21.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DU1214'HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST
 DU1214'OF THE GILA COUNTY CURTHOUSE IN GLOBE.
 DU1214'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0188 ***********************************************************************
 ES0188  DESIGNATION -  7724.1
 ES0188  PID         -  ES0188
 ES0188  STATE/COUNTY-  AZ/COCONINO
 ES0188  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0188
 ES0188                         *CURRENT SURVEY CONTROL
 ES0188  ___________________________________________________________________
 ES0188* NAD 83(1986)-  34 22 37.     (N)    110 58 05.     (W)     SCALED    
 ES0188* NAVD 88     -      2355.299  (meters)    7727.34   (feet)  ADJUSTED  
 ES0188  ___________________________________________________________________
 ES0188  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0188  DYNAMIC HT  -        2351.699 (meters)    7715.53  (feet)  COMP
 ES0188  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 ES0188
 ES0188  VERT ORDER  -  SECOND    CLASS 0
 ES0188
 ES0188.The horizontal coordinates were scaled from a topographic map and have
 ES0188.an estimated accuracy of +/- 6 seconds.
 ES0188
 ES0188.The orthometric height was determined by differential leveling
 ES0188.and adjusted by the National Geodetic Survey in June 1991..
 ES0188
 ES0188.The geoid height was determined by GEOID03.
 ES0188
 ES0188.The dynamic height is computed by dividing the NAVD 88
 ES0188.geopotential number by the normal gravity value computed on the
 ES0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0188.degrees latitude (g = 980.6199 gals.).
 ES0188
 ES0188.The modeled gravity was interpolated from observed gravity values.
 ES0188
 ES0188;                    North         East    Units  Estimated Accuracy
 ES0188;SPC AZ C     -   374,870.      300,600.      MT  (+/- 180 meters Scaled)
 ES0188
 ES0188                          SUPERSEDED SURVEY CONTROL
 ES0188
 ES0188  NGVD 29 (??/??/92) 2354.215  (m)         7723.79   (f) ADJ UNCH    2 0
 ES0188
 ES0188.Superseded values are not recommended for survey control.
 ES0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0188.See file dsdata.txt to determine how the superseded data were derived.
 ES0188
 ES0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD029039(NAD 83)
 ES0188_MARKER: R = RIVET
 ES0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0188_SP_SET: TREE
 ES0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0188
 ES0188  HISTORY     - Date     Condition        Report By
 ES0188  HISTORY     - UNK      MONUMENTED       USGS
 ES0188  HISTORY     - 1935     GOOD             NGS
 ES0188  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0188
 ES0188                          STATION DESCRIPTION
 ES0188
 ES0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0188'56.3 MI SW FROM WINSLOW.
 ES0188'1.3 MI SE ALONG ROAD TO 13 RANCH 56.3 MI S.W. OF WINSLOW (UNION OIL
 ES0188'CO. PLANT) AT THE TOP OF A GRADE, 38 FEET E OF THE CENTERLINE OF THE
 ES0188'ROAD, SET IN THE BASE OF A 18 INCH PINE TREE.
 ES0188
 ES0188                          STATION RECOVERY (2005)
 ES0188
 ES0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0188'MARK NOT FOUND. ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0185 ***********************************************************************
 ES0185  DESIGNATION -  7753.6
 ES0185  PID         -  ES0185
 ES0185  STATE/COUNTY-  AZ/COCONINO
 ES0185  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0185
 ES0185                         *CURRENT SURVEY CONTROL
 ES0185  ___________________________________________________________________
 ES0185* NAD 83(1986)-  34 23 39.     (N)    110 59 19.     (W)     SCALED    
 ES0185* NAVD 88     -      2364.49   (+/-2cm)    7757.5    (feet)  VERTCON   
 ES0185  ___________________________________________________________________
 ES0185  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0185
 ES0185  VERT ORDER  -  ? (See Below)
 ES0185
 ES0185.The horizontal coordinates were scaled from a topographic map and have
 ES0185.an estimated accuracy of +/- 6 seconds.
 ES0185
 ES0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0185.The vertical order pertains to the NGVD 29 superseded value.
 ES0185
 ES0185.The geoid height was determined by GEOID03.
 ES0185
 ES0185;                    North         East    Units  Estimated Accuracy
 ES0185;SPC AZ C     -   376,760.      298,690.      MT  (+/- 180 meters Scaled)
 ES0185
 ES0185                          SUPERSEDED SURVEY CONTROL
 ES0185
 ES0185  NGVD 29 (??/??/92) 2363.410  (m)         7753.95   (f) ADJ UNCH    ?  
 ES0185
 ES0185.Superseded values are not recommended for survey control.
 ES0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0185.See file dsdata.txt to determine how the superseded data were derived.
 ES0185
 ES0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD010058(NAD 83)
 ES0185_MARKER: N = NAIL
 ES0185_SETTING: 0 = UNSPECIFIED SETTING
 ES0185_STAMPING: 7753.6
 ES0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0185
 ES0185  HISTORY     - Date     Condition        Report By
 ES0185  HISTORY     - UNK      MONUMENTED       USGS
 ES0185  HISTORY     - 1933     GOOD             NGS
 ES0185  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0185
 ES0185                          STATION DESCRIPTION
 ES0185
 ES0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0185'54.1 MI SW FROM WINSLOW.
 ES0185'IN COCONINO COUNTY, 54.1 MILES SOUTHWEST ALONG THE PROMOTORY TOWER
 ES0185'ROAD FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, 1.2
 ES0185'MILES NORTH OF THE JUNCTION OF THE HEBER ROAD, AND 24 FEET WEST OF THE
 ES0185'CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ES0185'COPPER NAIL, STAMPED 7753.6.
 ES0185
 ES0185                          STATION RECOVERY (2005)
 ES0185
 ES0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0185'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0333 ***********************************************************************
 FS0333  DESIGNATION -  777+01.25
 FS0333  PID         -  FS0333
 FS0333  STATE/COUNTY-  AZ/MOHAVE
 FS0333  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0333
 FS0333                         *CURRENT SURVEY CONTROL
 FS0333  ___________________________________________________________________
 FS0333* NAD 83(1986)-  35 33 12.     (N)    114 22 11.     (W)     SCALED    
 FS0333* NAVD 88     -       878.742  (meters)    2883.01   (feet)  POSTED    
 FS0333  ___________________________________________________________________
 FS0333  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0333  DYNAMIC HT  -         877.740 (meters)    2879.72  (feet)  COMP
 FS0333  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 FS0333
 FS0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0333
 FS0333.The horizontal coordinates were scaled from a topographic map and have
 FS0333.an estimated accuracy of +/- 6 seconds.
 FS0333
 FS0333.The orthometric height was determined by differential leveling
 FS0333.and adjusted by the National Geodetic Survey in 1992..
 FS0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0333.rate of 0.0 thru 1.0 mm/km.
 FS0333
 FS0333.The geoid height was determined by GEOID03.
 FS0333
 FS0333.The dynamic height is computed by dividing the NAVD 88
 FS0333.geopotential number by the normal gravity value computed on the
 FS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0333.degrees latitude (g = 980.6199 gals.).
 FS0333
 FS0333.The modeled gravity was interpolated from observed gravity values.
 FS0333
 FS0333;                    North         East    Units  Estimated Accuracy
 FS0333;SPC AZ W     -   505,150.      157,170.      MT  (+/- 180 meters Scaled)
 FS0333
 FS0333                          SUPERSEDED SURVEY CONTROL
 FS0333
 FS0333  NGVD 29 (??/??/92)  877.974  (m)         2880.49   (f) ADJ UNCH    1 1
 FS0333
 FS0333.Superseded values are not recommended for survey control.
 FS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0333.See file dsdata.txt to determine how the superseded data were derived.
 FS0333
 FS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV384375(NAD 83)
 FS0333_MARKER: DD = SURVEY DISK
 FS0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0333_SP_SET: CULVERT
 FS0333_STAMPING: 777+01.25 2881.15 1935
 FS0333_MARK LOGO: AZHD  
 FS0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0333
 FS0333  HISTORY     - Date     Condition        Report By
 FS0333  HISTORY     - 1935     MONUMENTED       AZHD
 FS0333  HISTORY     - 1949     GOOD             NGS
 FS0333  HISTORY     - 1982     GOOD             NGS
 FS0333
 FS0333                          STATION DESCRIPTION
 FS0333
 FS0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0333'12.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0333'12.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0333'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0333'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0333'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0333'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0333
 FS0333                          STATION RECOVERY (1982)
 FS0333
 FS0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0333'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1785 ***********************************************************************
 DU1785  DESIGNATION -  78 106
 DU1785  PID         -  DU1785
 DU1785  STATE/COUNTY-  AZ/MARICOPA
 DU1785  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1785
 DU1785                         *CURRENT SURVEY CONTROL
 DU1785  ___________________________________________________________________
 DU1785* NAD 83(1986)-  33 31 26.     (N)    111 54 33.     (W)     SCALED    
 DU1785* NAVD 88     -       388.002  (meters)    1272.97   (feet)  ADJUSTED  
 DU1785  ___________________________________________________________________
 DU1785  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1785  DYNAMIC HT  -         387.548 (meters)    1271.48  (feet)  COMP
 DU1785  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DU1785
 DU1785  VERT ORDER  -  SECOND    CLASS I
 DU1785
 DU1785.The horizontal coordinates were scaled from a topographic map and have
 DU1785.an estimated accuracy of +/- 6 seconds.
 DU1785
 DU1785.The orthometric height was determined by differential leveling
 DU1785.and adjusted by the National Geodetic Survey in November 1993..
 DU1785
 DU1785.The geoid height was determined by GEOID03.
 DU1785
 DU1785.The dynamic height is computed by dividing the NAVD 88
 DU1785.geopotential number by the normal gravity value computed on the
 DU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1785.degrees latitude (g = 980.6199 gals.).
 DU1785
 DU1785.The modeled gravity was interpolated from observed gravity values.
 DU1785
 DU1785;                    North         East    Units  Estimated Accuracy
 DU1785;SPC AZ C     -   279,850.      214,060.      MT  (+/- 180 meters Scaled)
 DU1785
 DU1785                          SUPERSEDED SURVEY CONTROL
 DU1785
 DU1785.No superseded survey control is available for this station.
 DU1785
 DU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155097(NAD 83)
 DU1785_MARKER: DB = BENCH MARK DISK
 DU1785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1785_SP_SET: CONCRETE BRIDGE
 DU1785_STAMPING: 78 106
 DU1785_MARK LOGO: USE   
 DU1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1785+STABILITY: SURFACE MOTION
 DU1785
 DU1785  HISTORY     - Date     Condition        Report By
 DU1785  HISTORY     - UNK      MONUMENTED       USE
 DU1785  HISTORY     - 1984     GOOD             AZDT
 DU1785
 DU1785                          STATION DESCRIPTION
 DU1785
 DU1785'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1785'IN SCOTTSDALE.
 DU1785'IN SCOTTSDALE, 1.3 KM (0.8 MI) SOUTH ALONG HAYDEN ROAD FROM THE
 DU1785'CROSSING OF THE ARIZONA CANAL, THENCE 0.1 KM (0.05 MI) WEST ALONG
 DU1785'MCDONALD DRIVE, IN THE TOP OF THE WEST END OF THE SOUTH BRIDGE WALL OF
 DU1785'THE MCDONALD DRIVE BRIDGE OVER A FLOOD CONTROL CANAL, ABOUT 10 METERS
 DU1785'(32.8 FT) SOUTHWEST OF S 473, AND ABOUT 1 METER (3.3 FT) ABOVE THE
 DU1785'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0898 ***********************************************************************
 DV0898  DESIGNATION -  78 A
 DV0898  PID         -  DV0898
 DV0898  STATE/COUNTY-  AZ/MARICOPA
 DV0898  USGS QUAD   -  BUCKEYE NW (1982)
 DV0898
 DV0898                         *CURRENT SURVEY CONTROL
 DV0898  ___________________________________________________________________
 DV0898* NAD 83(1986)-  33 26 15.     (N)    112 40 00.     (W)     SCALED    
 DV0898* NAVD 88     -       326.49   (+/-2cm)    1071.2    (feet)  VERTCON   
 DV0898  ___________________________________________________________________
 DV0898  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0898
 DV0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0898
 DV0898.The horizontal coordinates were scaled from a topographic map and have
 DV0898.an estimated accuracy of +/- 6 seconds.
 DV0898
 DV0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0898.The vertical order pertains to the NGVD 29 superseded value.
 DV0898
 DV0898.The geoid height was determined by GEOID03.
 DV0898
 DV0898;                    North         East    Units  Estimated Accuracy
 DV0898;SPC AZ C     -   270,520.      143,620.      MT  (+/- 180 meters Scaled)
 DV0898
 DV0898                          SUPERSEDED SURVEY CONTROL
 DV0898
 DV0898  NGVD 29 (??/??/92)  325.843  (m)         1069.04   (f) ADJ UNCH    2 0
 DV0898
 DV0898.Superseded values are not recommended for survey control.
 DV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0898.See file dsdata.txt to determine how the superseded data were derived.
 DV0898
 DV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC450010(NAD 83)
 DV0898_MARKER: DD = SURVEY DISK
 DV0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0898_STAMPING: 78 A 1962
 DV0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0898+STABILITY: SURFACE MOTION
 DV0898
 DV0898  HISTORY     - Date     Condition        Report By
 DV0898  HISTORY     - 1962     MONUMENTED       AZHD
 DV0898  HISTORY     - 1962     GOOD             NGS
 DV0898  HISTORY     - 1974     GOOD             NGS
 DV0898
 DV0898                          STATION DESCRIPTION
 DV0898
 DV0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0898'18.45 MI SE FROM TONOPAH.
 DV0898'0.65 MILE EAST-SOUTHEAST OF E 416 78.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0898'DISK STAMPED 78 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0898'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0898'HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0898
 DV0898                          STATION RECOVERY (1974)
 DV0898
 DV0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0899 ***********************************************************************
 DV0899  DESIGNATION -  78 A RESET
 DV0899  PID         -  DV0899
 DV0899  STATE/COUNTY-  AZ/MARICOPA
 DV0899  USGS QUAD   -  BUCKEYE NW (1982)
 DV0899
 DV0899                         *CURRENT SURVEY CONTROL
 DV0899  ___________________________________________________________________
 DV0899* NAD 83(1986)-  33 26 16.     (N)    112 39 59.     (W)     SCALED    
 DV0899* NAVD 88     -       326.19   (+/-2cm)    1070.2    (feet)  VERTCON   
 DV0899  ___________________________________________________________________
 DV0899  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DV0899
 DV0899  VERT ORDER  -  THIRD (See Below)
 DV0899
 DV0899.The horizontal coordinates were scaled from a topographic map and have
 DV0899.an estimated accuracy of +/- 6 seconds.
 DV0899
 DV0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0899.The vertical order pertains to the NGVD 29 superseded value.
 DV0899
 DV0899.The geoid height was determined by GEOID03.
 DV0899
 DV0899;                    North         East    Units  Estimated Accuracy
 DV0899;SPC AZ C     -   270,550.      143,650.      MT  (+/- 180 meters Scaled)
 DV0899
 DV0899                          SUPERSEDED SURVEY CONTROL
 DV0899
 DV0899  NGVD 29 (03/28/06)  325.55   (m)         1068.1    (f) RESET       3  
 DV0899
 DV0899.Superseded values are not recommended for survey control.
 DV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0899.See file dsdata.txt to determine how the superseded data were derived.
 DV0899
 DV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC450010(NAD 83)
 DV0899_MARKER: DB = BENCH MARK DISK
 DV0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0899_SP_SET: MONUMENT
 DV0899_STAMPING: 78 A AHD 1974
 DV0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0899
 DV0899  HISTORY     - Date     Condition        Report By
 DV0899  HISTORY     - 1974     MONUMENTED       AZHD
 DV0899
 DV0899                          STATION DESCRIPTION
 DV0899
 DV0899'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0899'17.8 MI SE FROM TONOPAH.
 DV0899'15.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0899'10 OVER PASS AT TONOPAH, THENCE 2.0 MILES SOUTH ALONG PALO VERDE ROAD
 DV0899'TO I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.6 MILE EAST ALONG THE
 DV0899'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 DV0899'PROJECTS 2 INCHES.  ABOUT 100 YARDS NORTH OF A POWER POLE WITH
 DV0899'TRANSFORMER, 4 FEET EAST OF WITNESS SIGN ON BRACED FENCE POST AND 1
 DV0899'FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0649 ***********************************************************************
 ER0649  DESIGNATION -  78 BKC
 ER0649  PID         -  ER0649
 ER0649  STATE/COUNTY-  AZ/APACHE
 ER0649  USGS QUAD   -  CERRO HUECO (1984)
 ER0649
 ER0649                         *CURRENT SURVEY CONTROL
 ER0649  ___________________________________________________________________
 ER0649* NAD 83(1986)-  34 15 31.     (N)    109 33 04.     (W)     SCALED    
 ER0649* NAVD 88     -      2201.669  (meters)    7223.31   (feet)  ADJUSTED  
 ER0649  ___________________________________________________________________
 ER0649  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ER0649  DYNAMIC HT  -        2198.295 (meters)    7212.24  (feet)  COMP
 ER0649  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 ER0649
 ER0649  VERT ORDER  -  SECOND    CLASS 0
 ER0649
 ER0649.The horizontal coordinates were scaled from a topographic map and have
 ER0649.an estimated accuracy of +/- 6 seconds.
 ER0649
 ER0649.The orthometric height was determined by differential leveling
 ER0649.and adjusted by the National Geodetic Survey in June 1991..
 ER0649
 ER0649.The geoid height was determined by GEOID03.
 ER0649
 ER0649.The dynamic height is computed by dividing the NAVD 88
 ER0649.geopotential number by the normal gravity value computed on the
 ER0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0649.degrees latitude (g = 980.6199 gals.).
 ER0649
 ER0649.The modeled gravity was interpolated from observed gravity values.
 ER0649
 ER0649;                    North         East    Units  Estimated Accuracy
 ER0649;SPC AZ E     -   361,510.      270,050.      MT  (+/- 180 meters Scaled)
 ER0649
 ER0649                          SUPERSEDED SURVEY CONTROL
 ER0649
 ER0649.No superseded survey control is available for this station.
 ER0649
 ER0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC334917(NAD 83)
 ER0649_MARKER: DB = BENCH MARK DISK
 ER0649_SETTING: 66 = SET IN ROCK OUTCROP
 ER0649_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0649_STAMPING: 78 BKC 1968 7220
 ER0649_MARK LOGO: USGS  
 ER0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0649+STABILITY: POSITION/ELEVATION WELL
 ER0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0649+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0649
 ER0649  HISTORY     - Date     Condition        Report By
 ER0649  HISTORY     - 1968     MONUMENTED       USGS
 ER0649  HISTORY     - 20050729 GOOD             USPSQD
 ER0649
 ER0649                          STATION DESCRIPTION
 ER0649
 ER0649'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0649'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 19.2 MILES
 ER0649'NORTHWEST ALONG U S HIGHWAY 60, 76 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0649'EAST OF A WITNESS SIGN, 1 FOOT NORTH OF A FENCE, SET IN A ROCK
 ER0649'OUTCROP.
 ER0649
 ER0649                          STATION RECOVERY (2005)
 ER0649
 ER0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1028 ***********************************************************************
 FR1028  DESIGNATION -  78 EMH
 FR1028  PID         -  FR1028
 FR1028  STATE/COUNTY-  AZ/COCONINO
 FR1028  USGS QUAD   -  BISHOP LAKE (1981)
 FR1028
 FR1028                         *CURRENT SURVEY CONTROL
 FR1028  ___________________________________________________________________
 FR1028* NAD 83(1986)-  35 35 35.     (N)    112 41 49.     (W)     SCALED    
 FR1028* NAVD 88     -      1837.972  (meters)    6030.08   (feet)  POSTED    
 FR1028  ___________________________________________________________________
 FR1028  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FR1028  DYNAMIC HT  -        1835.550 (meters)    6022.13  (feet)  COMP
 FR1028  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 FR1028
 FR1028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1028
 FR1028.The horizontal coordinates were scaled from a topographic map and have
 FR1028.an estimated accuracy of +/- 6 seconds.
 FR1028
 FR1028.The orthometric height was determined by differential leveling
 FR1028.and adjusted by the National Geodetic Survey in 1992..
 FR1028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1028.rate of 0.0 thru 1.0 mm/km.
 FR1028
 FR1028.The geoid height was determined by GEOID03.
 FR1028
 FR1028.The dynamic height is computed by dividing the NAVD 88
 FR1028.geopotential number by the normal gravity value computed on the
 FR1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1028.degrees latitude (g = 980.6199 gals.).
 FR1028
 FR1028.The modeled gravity was interpolated from observed gravity values.
 FR1028
 FR1028;                    North         East    Units  Estimated Accuracy
 FR1028;SPC AZ C     -   509,650.      142,650.      MT  (+/- 180 meters Scaled)
 FR1028
 FR1028                          SUPERSEDED SURVEY CONTROL
 FR1028
 FR1028  NGVD 29 (??/??/92) 1837.06   (m)         6027.1    (f) COMPUTED    2 2
 FR1028
 FR1028.Superseded values are not recommended for survey control.
 FR1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1028.See file dsdata.txt to determine how the superseded data were derived.
 FR1028
 FR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE462401(NAD 83)
 FR1028_MARKER: DB = BENCH MARK DISK
 FR1028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1028_SP_SET: COPPER-CLAD STEEL ROD
 FR1028_STAMPING: 78 EMH 1973 6027
 FR1028_MARK LOGO: USGS  
 FR1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1028
 FR1028  HISTORY     - Date     Condition        Report By
 FR1028  HISTORY     - 1973     MONUMENTED       USGS
 FR1028
 FR1028                          STATION DESCRIPTION
 FR1028
 FR1028'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1028'66.9 KM (41.60 MI) NORTH FROM SELIGMAN.
 FR1028'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 3.4 MILES SOUTH ALONG A
 FR1028'DIRT ROAD, 0.4 MILES NORTH OF A FENCE CROSSING, ABOUT 235 FEET SOUTH
 FR1028'OF A DRAIN CROSSING, 95 FEET NORTH AND 32 FEET EAST OF THE JUNCTION
 FR1028'OF A TRACK ROAD NORTHWEST.  ROD DEPTH UNKNOWN.
 FR1028'THE MARK IS 1 FT ABOVE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1659 ***********************************************************************
 DV1659  DESIGNATION -  786 6
 DV1659  PID         -  DV1659
 DV1659  STATE/COUNTY-  AZ/MARICOPA
 DV1659  USGS QUAD   -  PHOENIX (1982)
 DV1659
 DV1659                         *CURRENT SURVEY CONTROL
 DV1659  ___________________________________________________________________
 DV1659* NAD 83(1986)-  33 27 05.     (N)    112 02 21.     (W)     SCALED    
 DV1659* NAVD 88     -       335.827  (meters)    1101.79   (feet)  ADJUSTED  
 DV1659  ___________________________________________________________________
 DV1659  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1659  DYNAMIC HT  -         335.439 (meters)    1100.52  (feet)  COMP
 DV1659  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DV1659
 DV1659  VERT ORDER  -  SECOND    CLASS I
 DV1659
 DV1659.The horizontal coordinates were scaled from a topographic map and have
 DV1659.an estimated accuracy of +/- 6 seconds.
 DV1659
 DV1659.The orthometric height was determined by differential leveling
 DV1659.and adjusted by the National Geodetic Survey in November 1993..
 DV1659
 DV1659.The geoid height was determined by GEOID03.
 DV1659
 DV1659.The dynamic height is computed by dividing the NAVD 88
 DV1659.geopotential number by the normal gravity value computed on the
 DV1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1659.degrees latitude (g = 980.6199 gals.).
 DV1659
 DV1659.The modeled gravity was interpolated from observed gravity values.
 DV1659
 DV1659;                    North         East    Units  Estimated Accuracy
 DV1659;SPC AZ C     -   271,820.      201,970.      MT  (+/- 180 meters Scaled)
 DV1659
 DV1659                          SUPERSEDED SURVEY CONTROL
 DV1659
 DV1659.No superseded survey control is available for this station.
 DV1659
 DV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034018(NAD 83)
 DV1659_MARKER: DB = BENCH MARK DISK
 DV1659_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1659_SP_SET: SIDEWALK
 DV1659_STAMPING: 786-6 1969
 DV1659_MARK LOGO: AZDT  
 DV1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1659
 DV1659  HISTORY     - Date     Condition        Report By
 DV1659  HISTORY     - 1969     MONUMENTED       AZDT
 DV1659  HISTORY     - 1981     GOOD             AZDT
 DV1659
 DV1659                          STATION DESCRIPTION
 DV1659
 DV1659'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1659'IN PHOENIX.
 DV1659'IN PHOENIX, FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1659'STREET FOR 1.0 MI (1.61 KM) TO VAN BUREN STREET AND THE MARK ON THE
 DV1659'NORTHWEST CORNER, 25.0 FT (7.62 METERS) WEST OF THE CENTERLINE OF 20TH
 DV1659'STREET, 45.0 FT (13.72 METERS) NORTH OF THE CENTERLINE OF VAN BUREN, A
 DV1659'STANDARD AZDT BRASS CAP EPOXIED ON SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0332 ***********************************************************************
 FS0332  DESIGNATION -  788+91.25
 FS0332  PID         -  FS0332
 FS0332  STATE/COUNTY-  AZ/MOHAVE
 FS0332  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0332
 FS0332                         *CURRENT SURVEY CONTROL
 FS0332  ___________________________________________________________________
 FS0332* NAD 83(1986)-  35 33 14.     (N)    114 22 13.     (W)     SCALED    
 FS0332* NAVD 88     -       874.242  (meters)    2868.24   (feet)  POSTED    
 FS0332  ___________________________________________________________________
 FS0332  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0332  DYNAMIC HT  -         873.250 (meters)    2864.99  (feet)  COMP
 FS0332  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 FS0332
 FS0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0332
 FS0332.The horizontal coordinates were scaled from a topographic map and have
 FS0332.an estimated accuracy of +/- 6 seconds.
 FS0332
 FS0332.The orthometric height was determined by differential leveling
 FS0332.and adjusted by the National Geodetic Survey in 1992..
 FS0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0332.rate of 0.0 thru 1.0 mm/km.
 FS0332
 FS0332.The geoid height was determined by GEOID03.
 FS0332
 FS0332.The dynamic height is computed by dividing the NAVD 88
 FS0332.geopotential number by the normal gravity value computed on the
 FS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0332.degrees latitude (g = 980.6199 gals.).
 FS0332
 FS0332.The modeled gravity was interpolated from observed gravity values.
 FS0332
 FS0332;                    North         East    Units  Estimated Accuracy
 FS0332;SPC AZ W     -   505,210.      157,120.      MT  (+/- 180 meters Scaled)
 FS0332
 FS0332                          SUPERSEDED SURVEY CONTROL
 FS0332
 FS0332  NGVD 29 (??/??/92)  873.474  (m)         2865.72   (f) ADJ UNCH    1 1
 FS0332
 FS0332.Superseded values are not recommended for survey control.
 FS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0332.See file dsdata.txt to determine how the superseded data were derived.
 FS0332
 FS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV383376(NAD 83)
 FS0332_MARKER: DD = SURVEY DISK
 FS0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0332_SP_SET: CULVERT
 FS0332_STAMPING: 788+91.25 2866.41 1935
 FS0332_MARK LOGO: AZHD  
 FS0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0332
 FS0332  HISTORY     - Date     Condition        Report By
 FS0332  HISTORY     - 1935     MONUMENTED       AZHD
 FS0332  HISTORY     - 1949     GOOD             NGS
 FS0332  HISTORY     - 1982     GOOD             NGS
 FS0332
 FS0332                          STATION DESCRIPTION
 FS0332
 FS0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0332'12.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0332'12.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0332'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0332'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0332'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0332'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0332
 FS0332                          STATION RECOVERY (1982)
 FS0332
 FS0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0332'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0650 ***********************************************************************
 ER0650  DESIGNATION -  79 BKC
 ER0650  PID         -  ER0650
 ER0650  STATE/COUNTY-  AZ/APACHE
 ER0650  USGS QUAD   -  CERRO HUECO (1984)
 ER0650
 ER0650                         *CURRENT SURVEY CONTROL
 ER0650  ___________________________________________________________________
 ER0650* NAD 83(1986)-  34 15 54.     (N)    109 34 06.     (W)     SCALED    
 ER0650* NAVD 88     -      2249.083  (meters)    7378.87   (feet)  ADJUSTED  
 ER0650  ___________________________________________________________________
 ER0650  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0650  DYNAMIC HT  -        2245.653 (meters)    7367.61  (feet)  COMP
 ER0650  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 ER0650
 ER0650  VERT ORDER  -  SECOND    CLASS 0
 ER0650
 ER0650.The horizontal coordinates were scaled from a topographic map and have
 ER0650.an estimated accuracy of +/- 6 seconds.
 ER0650
 ER0650.The orthometric height was determined by differential leveling
 ER0650.and adjusted by the National Geodetic Survey in June 1991..
 ER0650
 ER0650.The geoid height was determined by GEOID03.
 ER0650
 ER0650.The dynamic height is computed by dividing the NAVD 88
 ER0650.geopotential number by the normal gravity value computed on the
 ER0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0650.degrees latitude (g = 980.6199 gals.).
 ER0650
 ER0650.The modeled gravity was interpolated from observed gravity values.
 ER0650
 ER0650;                    North         East    Units  Estimated Accuracy
 ER0650;SPC AZ E     -   362,210.      268,460.      MT  (+/- 180 meters Scaled)
 ER0650
 ER0650                          SUPERSEDED SURVEY CONTROL
 ER0650
 ER0650.No superseded survey control is available for this station.
 ER0650
 ER0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC318924(NAD 83)
 ER0650_MARKER: DB = BENCH MARK DISK
 ER0650_SETTING: 66 = SET IN ROCK OUTCROP
 ER0650_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0650_STAMPING: 79 BKC 1968 7376
 ER0650_MARK LOGO: USGS  
 ER0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0650+STABILITY: POSITION/ELEVATION WELL
 ER0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0650+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0650
 ER0650  HISTORY     - Date     Condition        Report By
 ER0650  HISTORY     - 1968     MONUMENTED       USGS
 ER0650  HISTORY     - 20050729 GOOD             USPSQD
 ER0650
 ER0650                          STATION DESCRIPTION
 ER0650
 ER0650'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0650'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 20.3 MILES
 ER0650'NORTHWEST ALONG U S HIGHWAY 60, 64 FEET NORTH OF THE HIGHWAY, 13 FEET
 ER0650'SOUTH OF A WITNESS SIGN ON A FENCE, SET IN A ROCK OUTCROP.
 ER0650
 ER0650                          STATION RECOVERY (2005)
 ER0650
 ER0650'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0619 ***********************************************************************
 FP0619  DESIGNATION -  79 DOR
 FP0619  PID         -  FP0619
 FP0619  STATE/COUNTY-  AZ/APACHE
 FP0619  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0619
 FP0619                         *CURRENT SURVEY CONTROL
 FP0619  ___________________________________________________________________
 FP0619* NAD 83(1986)-  35 07 04.     (N)    109 31 24.     (W)     SCALED    
 FP0619* NAVD 88     -      1723.201  (meters)    5653.54   (feet)  ADJUSTED  
 FP0619  ___________________________________________________________________
 FP0619  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0619  DYNAMIC HT  -        1720.796 (meters)    5645.64  (feet)  COMP
 FP0619  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 FP0619
 FP0619  VERT ORDER  -  SECOND    CLASS II
 FP0619
 FP0619.The horizontal coordinates were scaled from a topographic map and have
 FP0619.an estimated accuracy of +/- 6 seconds.
 FP0619
 FP0619.The orthometric height was determined by differential leveling
 FP0619.and adjusted by the National Geodetic Survey in June 1991..
 FP0619
 FP0619.The geoid height was determined by GEOID03.
 FP0619
 FP0619.The dynamic height is computed by dividing the NAVD 88
 FP0619.geopotential number by the normal gravity value computed on the
 FP0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0619.degrees latitude (g = 980.6199 gals.).
 FP0619
 FP0619.The modeled gravity was interpolated from observed gravity values.
 FP0619
 FP0619;                    North         East    Units  Estimated Accuracy
 FP0619;SPC AZ E     -   456,830.      272,000.      MT  (+/- 180 meters Scaled)
 FP0619
 FP0619                          SUPERSEDED SURVEY CONTROL
 FP0619
 FP0619  NGVD 29 (??/??/92) 1722.28   (m)         5650.5    (f) COMPUTED    2 2
 FP0619
 FP0619.Superseded values are not recommended for survey control.
 FP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0619.See file dsdata.txt to determine how the superseded data were derived.
 FP0619
 FP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD345871(NAD 83)
 FP0619_MARKER: DB = BENCH MARK DISK
 FP0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0619_SP_SET: CONCRETE POST
 FP0619_STAMPING: 79 DOR 1972 5650
 FP0619_MARK LOGO: USGS  
 FP0619_PROJECTION: PROJECTING 18 CENTIMETERS
 FP0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0619+STABILITY: SURFACE MOTION
 FP0619
 FP0619  HISTORY     - Date     Condition        Report By
 FP0619  HISTORY     - 1972     MONUMENTED       USGS
 FP0619
 FP0619                          STATION DESCRIPTION
 FP0619
 FP0619'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0619'2.4 KM (1.50 MI) SOUTH FROM NAVAJO.
 FP0619'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0619'ROAD TO A T-ROAD SOUTH, THENCE 1.4 MILES SOUTH TO A CATTLEGUARD, 125
 FP0619'FEET SOUTH OF THE CATTLEGUARD, 37 FEET WEST OF THE ROAD AND 1 FOOT
 FP0619'EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1029 ***********************************************************************
 FR1029  DESIGNATION -  79 EMH
 FR1029  PID         -  FR1029
 FR1029  STATE/COUNTY-  AZ/COCONINO
 FR1029  USGS QUAD   -  BISHOP LAKE (1981)
 FR1029
 FR1029                         *CURRENT SURVEY CONTROL
 FR1029  ___________________________________________________________________
 FR1029* NAD 83(1986)-  35 36 26.     (N)    112 41 54.     (W)     SCALED    
 FR1029* NAVD 88     -      1863.666  (meters)    6114.38   (feet)  POSTED    
 FR1029  ___________________________________________________________________
 FR1029  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FR1029  DYNAMIC HT  -        1861.220 (meters)    6106.35  (feet)  COMP
 FR1029  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 FR1029
 FR1029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1029
 FR1029.The horizontal coordinates were scaled from a topographic map and have
 FR1029.an estimated accuracy of +/- 6 seconds.
 FR1029
 FR1029.The orthometric height was determined by differential leveling
 FR1029.and adjusted by the National Geodetic Survey in 1992..
 FR1029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1029.rate of 0.0 thru 1.0 mm/km.
 FR1029
 FR1029.The geoid height was determined by GEOID03.
 FR1029
 FR1029.The dynamic height is computed by dividing the NAVD 88
 FR1029.geopotential number by the normal gravity value computed on the
 FR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1029.degrees latitude (g = 980.6199 gals.).
 FR1029
 FR1029.The modeled gravity was interpolated from observed gravity values.
 FR1029
 FR1029;                    North         East    Units  Estimated Accuracy
 FR1029;SPC AZ C     -   511,220.      142,540.      MT  (+/- 180 meters Scaled)
 FR1029
 FR1029                          SUPERSEDED SURVEY CONTROL
 FR1029
 FR1029  NGVD 29 (??/??/92) 1862.76   (m)         6111.4    (f) COMPUTED    2 2
 FR1029
 FR1029.Superseded values are not recommended for survey control.
 FR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1029.See file dsdata.txt to determine how the superseded data were derived.
 FR1029
 FR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE461417(NAD 83)
 FR1029_MARKER: DB = BENCH MARK DISK
 FR1029_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1029_SP_SET: COPPER-CLAD STEEL ROD
 FR1029_STAMPING: 79 EMH 1973 6112
 FR1029_MARK LOGO: USGS  
 FR1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1029
 FR1029  HISTORY     - Date     Condition        Report By
 FR1029  HISTORY     - 1973     MONUMENTED       USGS
 FR1029
 FR1029                          STATION DESCRIPTION
 FR1029
 FR1029'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1029'68.6 KM (42.60 MI) NORTH FROM SELIGMAN.
 FR1029'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 2.4 MILES SOUTH ALONG A
 FR1029'DIRT ROAD, 0.5 MILES NORTH OF A DRAIN CROSSING, NEAR THE TOP OF A
 FR1029'LONG GRADUAL GRADE, AT THE NORTH END OF A CURVE RIGHT, 150 FEET SOUTH
 FR1029'OF A LARGE LONE BUSH ON THE WEST EDGE OF THE ROAD, 27 FEET EAST OF
 FR1029'THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1029'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1502 ***********************************************************************
 CZ1502  DESIGNATION -  79 MDC
 CZ1502  PID         -  CZ1502
 CZ1502  STATE/COUNTY-  AZ/PIMA
 CZ1502  USGS QUAD   -  TUCSON SW (1992)
 CZ1502
 CZ1502                         *CURRENT SURVEY CONTROL
 CZ1502  ___________________________________________________________________
 CZ1502* NAD 83(1986)-  32 00 32.     (N)    110 56 59.     (W)     SCALED    
 CZ1502* NAVD 88     -       807.511  (meters)    2649.31   (feet)  ADJUSTED  
 CZ1502  ___________________________________________________________________
 CZ1502  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1502  DYNAMIC HT  -         806.363 (meters)    2645.54  (feet)  COMP
 CZ1502  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 CZ1502
 CZ1502  VERT ORDER  -  FIRST     CLASS II
 CZ1502
 CZ1502.The horizontal coordinates were scaled from a topographic map and have
 CZ1502.an estimated accuracy of +/- 6 seconds.
 CZ1502
 CZ1502.The orthometric height was determined by differential leveling
 CZ1502.and adjusted by the National Geodetic Survey in June 1991..
 CZ1502
 CZ1502.The geoid height was determined by GEOID03.
 CZ1502
 CZ1502.The dynamic height is computed by dividing the NAVD 88
 CZ1502.geopotential number by the normal gravity value computed on the
 CZ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1502.degrees latitude (g = 980.6199 gals.).
 CZ1502
 CZ1502.The modeled gravity was interpolated from observed gravity values.
 CZ1502
 CZ1502;                    North         East    Units  Estimated Accuracy
 CZ1502;SPC AZ C     -   112,260.      304,710.      MT  (+/- 180 meters Scaled)
 CZ1502
 CZ1502                          SUPERSEDED SURVEY CONTROL
 CZ1502
 CZ1502.No superseded survey control is available for this station.
 CZ1502
 CZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047414(NAD 83)
 CZ1502_MARKER: DB = BENCH MARK DISK
 CZ1502_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ1502+WITH SETTING: PAVEMENT
 CZ1502_SP_SET: TOWER FOUNDATION
 CZ1502_STAMPING: 2647 79 MDC 1976
 CZ1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1502+STABILITY: SURFACE MOTION
 CZ1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1502+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ1502
 CZ1502  HISTORY     - Date     Condition        Report By
 CZ1502  HISTORY     - 1976     MONUMENTED       USGS
 CZ1502  HISTORY     - 1980     GOOD             NGS
 CZ1502  HISTORY     - 19950205 GOOD             USPSQD
 CZ1502  HISTORY     - 20020407 GOOD             USPSQD
 CZ1502  HISTORY     - 20060315 GOOD             USPSQD
 CZ1502
 CZ1502                          STATION DESCRIPTION
 CZ1502
 CZ1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1502'5.9 KM NORTH FROM SAHUARITA.
 CZ1502'5.9 KILOMETERS (3.65 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ1502'POST OFFICE AT SAHUARTIA, SET IN TOP OF THE EAST CORNER OF THE
 CZ1502'EAST LEG OF A POWER TOWER AT A ANGLE IN THE POWER LINES,
 CZ1502'10.75 METERS (35.3 FEET) EAST OF THE EAST RAIL OF THE SOUTHERN
 CZ1502'PACIFIC RAILROAD, 40.8 METERS (133.8 FEET) NORTH OF THE CENTER-
 CZ1502'LINE OF A PRIVATE GRAVELED ROAD.
 CZ1502'THE MARK IS 0.6 M BELOW THE RAILS..
 CZ1502
 CZ1502                          STATION RECOVERY (1995)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1502'RECOVERED IN GOOD CONDITION.
 CZ1502
 CZ1502                          STATION RECOVERY (2002)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1502'RECOVERED IN GOOD CONDITION.
 CZ1502
 CZ1502                          STATION RECOVERY (2006)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ1502'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0170 ***********************************************************************
 DB0170  DESIGNATION -  792+84.20
 DB0170  PID         -  DB0170
 DB0170  STATE/COUNTY-  AZ/YUMA
 DB0170  USGS QUAD   -  LIGURTA (1965)
 DB0170
 DB0170                         *CURRENT SURVEY CONTROL
 DB0170  ___________________________________________________________________
 DB0170* NAD 83(1986)-  32 40 21.     (N)    114 16 28.     (W)     SCALED    
 DB0170* NAVD 88     -        67.731  (meters)     222.21   (feet)  ADJUSTED  
 DB0170  ___________________________________________________________________
 DB0170  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0170  DYNAMIC HT  -          67.653 (meters)     221.96  (feet)  COMP
 DB0170  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DB0170
 DB0170  VERT ORDER  -  FIRST     CLASS II
 DB0170
 DB0170.The horizontal coordinates were scaled from a topographic map and have
 DB0170.an estimated accuracy of +/- 6 seconds.
 DB0170
 DB0170.The orthometric height was determined by differential leveling
 DB0170.and adjusted by the National Geodetic Survey in June 1991..
 DB0170
 DB0170.The geoid height was determined by GEOID03.
 DB0170
 DB0170.The dynamic height is computed by dividing the NAVD 88
 DB0170.geopotential number by the normal gravity value computed on the
 DB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0170.degrees latitude (g = 980.6199 gals.).
 DB0170
 DB0170.The modeled gravity was interpolated from observed gravity values.
 DB0170
 DB0170;                    North         East    Units  Estimated Accuracy
 DB0170;SPC AZ W     -   185,560.      164,170.      MT  (+/- 180 meters Scaled)
 DB0170
 DB0170                          SUPERSEDED SURVEY CONTROL
 DB0170
 DB0170  NGVD 29 (??/??/??)   67.081  (m)          220.08   (f) ADJUSTED    1 2
 DB0170
 DB0170.Superseded values are not recommended for survey control.
 DB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0170.See file dsdata.txt to determine how the superseded data were derived.
 DB0170
 DB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS555182(NAD 83)
 DB0170_MARKER: DD = SURVEY DISK
 DB0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0170_SP_SET: BRIDGE
 DB0170_STAMPING: 792 + 84.20 1949
 DB0170_MARK LOGO: AZHD  
 DB0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0170
 DB0170  HISTORY     - Date     Condition        Report By
 DB0170  HISTORY     - 1949     MONUMENTED       AZHD
 DB0170  HISTORY     - 1960     GOOD             NGS
 DB0170  HISTORY     - 1981     GOOD             NGS
 DB0170  HISTORY     - 1981     GOOD             NGS
 DB0170
 DB0170                          STATION DESCRIPTION
 DB0170
 DB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0170'1.3 MI E FROM LIGURTA.
 DB0170'1.3 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 16 FEET SOUTH
 DB0170'OF THE CENTERLINE OF THE HIGHWAY, 3.6 FEET EAST OF THE WEST END
 DB0170'OF A WALK WAY ON A BRIDGE, SET IN THE CONCRETE WALK WAY OF A
 DB0170'HIGHWAY BRIDGE.
 DB0170
 DB0170                          STATION RECOVERY (1981)
 DB0170
 DB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0170'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0170'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0170'LEADING TO DOME VALLEY, AT THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE
 DB0170'OVER A WASH, SET IN TOP OF THE CONCRETE WALK WAY OF THE BRIDGE, 64.9 M
 DB0170'(213 FT) NORTHWEST OF BENCH MARK OVERPASS RM 3, 4.9 KM (16.0 FT)
 DB0170'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DB0170'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0170
 DB0170                          STATION RECOVERY (1981)
 DB0170
 DB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0170'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0170'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0170'LEADING TO DOME VALLEY, AT THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE
 DB0170'OVER A WASH, SET IN TOP OF THE CONCRETE WALK WAY OF THE BRIDGE, 64.9 M
 DB0170'(213 FT) NORTHWEST OF BENCH MARK OVERPASS RM 3, 4.9 KM (16.0 FT)
 DB0170'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DB0170'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0134 ***********************************************************************
 CZ0134  DESIGNATION -  79+44.0
 CZ0134  PID         -  CZ0134
 CZ0134  STATE/COUNTY-  AZ/PIMA
 CZ0134  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0134
 CZ0134                         *CURRENT SURVEY CONTROL
 CZ0134  ___________________________________________________________________
 CZ0134* NAD 83(1986)-  32 15 37.     (N)    110 58 41.     (W)     SCALED    
 CZ0134* NAVD 88     -       712.11   (+/-2cm)    2336.3    (feet)  VERTCON   
 CZ0134  ___________________________________________________________________
 CZ0134  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0134
 CZ0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0134
 CZ0134.The horizontal coordinates were scaled from a topographic map and have
 CZ0134.an estimated accuracy of +/- 6 seconds.
 CZ0134
 CZ0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0134.The vertical order pertains to the NGVD 29 superseded value.
 CZ0134
 CZ0134.The geoid height was determined by GEOID03.
 CZ0134
 CZ0134;                    North         East    Units  Estimated Accuracy
 CZ0134;SPC AZ C     -   140,110.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0134
 CZ0134                          SUPERSEDED SURVEY CONTROL
 CZ0134
 CZ0134  NGVD 29 (??/??/92)  711.441  (m)         2334.12   (f) ADJ UNCH    1 2
 CZ0134
 CZ0134.Superseded values are not recommended for survey control.
 CZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0134.See file dsdata.txt to determine how the superseded data were derived.
 CZ0134
 CZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020692(NAD 83)
 CZ0134_MARKER: DD = SURVEY DISK
 CZ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0134_SP_SET: CULVERT
 CZ0134_STAMPING: 2334.88 1937 79+44.0
 CZ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0134
 CZ0134  HISTORY     - Date     Condition        Report By
 CZ0134  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0134  HISTORY     - 1951     GOOD             NGS
 CZ0134
 CZ0134                          STATION DESCRIPTION
 CZ0134
 CZ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0134'3.0 MI N FROM TUCSON.
 CZ0134'3.0 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0134'BANK AT TUCSON, AT THE JUNCTION OF STATE HIGHWAY 84 LEADING NORTHWEST
 CZ0134'TO CASA GRANDE, AT THE SOUTHWEST EDGE OF A LARGE CIRCLE AND THE
 CZ0134'NORTHEAST EDGE OF A LARGE TRIANGULATION FORMED BY THE JUNCTION, 108
 CZ0134'1/2 FEET SOUTH OF THE CENTER OF AN INTERSECTION FORMED BY THE SOUTH
 CZ0134'BOUND LANE OF HIGHWAYS 80 AND 89 CROSSING THE WEST BOUND LANE OF
 CZ0134'HIGHWAY 84 AT A 3 X 10 FOOT CONCRETE BOX CULVERT OVER A
 CZ0134'NORTHWEST-SOUTHEAST DRAINAGE DITCH IN TOP OF THE CENTER OF THE
 CZ0134'NORTHEAST CONCRETE HEADWALL, 15 FEET NORTHEAST OF AND ABOUT 1 FOOT
 CZ0134'HIGHER THAN THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAYS 80 AND
 CZ0134'89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0820 ***********************************************************************
 CZ0820  DESIGNATION -  795+00
 CZ0820  PID         -  CZ0820
 CZ0820  STATE/COUNTY-  AZ/PIMA
 CZ0820  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0820
 CZ0820                         *CURRENT SURVEY CONTROL
 CZ0820  ___________________________________________________________________
 CZ0820* NAD 83(1986)-  32 08 11.     (N)    111 09 51.     (W)     SCALED    
 CZ0820* NAVD 88     -       739.74   (+/-2cm)    2427.0    (feet)  VERTCON   
 CZ0820  ___________________________________________________________________
 CZ0820  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0820
 CZ0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0820
 CZ0820.The horizontal coordinates were scaled from a topographic map and have
 CZ0820.an estimated accuracy of +/- 6 seconds.
 CZ0820
 CZ0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0820.The vertical order pertains to the NGVD 29 superseded value.
 CZ0820
 CZ0820.The geoid height was determined by GEOID03.
 CZ0820
 CZ0820;                    North         East    Units  Estimated Accuracy
 CZ0820;SPC AZ C     -   126,240.      284,350.      MT  (+/- 180 meters Scaled)
 CZ0820
 CZ0820                          SUPERSEDED SURVEY CONTROL
 CZ0820
 CZ0820  NGVD 29 (??/??/92)  739.054  (m)         2424.71   (f) ADJ UNCH    2 0
 CZ0820
 CZ0820.Superseded values are not recommended for survey control.
 CZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0820.See file dsdata.txt to determine how the superseded data were derived.
 CZ0820
 CZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA845555(NAD 83)
 CZ0820_MARKER: DD = SURVEY DISK
 CZ0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0820_SP_SET: CULVERT
 CZ0820_STAMPING: 795+00 2425.42
 CZ0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0820
 CZ0820  HISTORY     - Date     Condition        Report By
 CZ0820  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0820  HISTORY     - 1951     GOOD             NGS
 CZ0820
 CZ0820                          STATION DESCRIPTION
 CZ0820
 CZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0820'12.3 MI SW FROM TUCSON.
 CZ0820'12.3 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0820'HIGHWAY 86, 0.4 MILE NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0820'AIRPORT, AND SET IN THE TOP AND CENTER OF THE NORTHWEST HEADWALL OF A
 CZ0820'12 BY 5 FEET CONCRETE CULVERT, 36.9 FEET SOUTHEAST OF A SOUTHEAST AND
 CZ0820'NORTHWEST FENCE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0820'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0329 ***********************************************************************
 FS0329  DESIGNATION -  796+80
 FS0329  PID         -  FS0329
 FS0329  STATE/COUNTY-  AZ/MOHAVE
 FS0329  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0329
 FS0329                         *CURRENT SURVEY CONTROL
 FS0329  ___________________________________________________________________
 FS0329* NAD 83(1986)-  35 33 26.     (N)    114 22 21.     (W)     SCALED    
 FS0329* NAVD 88     -       871.480  (meters)    2859.18   (feet)  POSTED    
 FS0329  ___________________________________________________________________
 FS0329  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0329  DYNAMIC HT  -         870.490 (meters)    2855.93  (feet)  COMP
 FS0329  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 FS0329
 FS0329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0329
 FS0329.The horizontal coordinates were scaled from a topographic map and have
 FS0329.an estimated accuracy of +/- 6 seconds.
 FS0329
 FS0329.The orthometric height was determined by differential leveling
 FS0329.and adjusted by the National Geodetic Survey in 1992..
 FS0329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0329.rate of 1.1 thru 2.0 mm/km.
 FS0329
 FS0329.The geoid height was determined by GEOID03.
 FS0329
 FS0329.The dynamic height is computed by dividing the NAVD 88
 FS0329.geopotential number by the normal gravity value computed on the
 FS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0329.degrees latitude (g = 980.6199 gals.).
 FS0329
 FS0329.The modeled gravity was interpolated from observed gravity values.
 FS0329
 FS0329;                    North         East    Units  Estimated Accuracy
 FS0329;SPC AZ W     -   505,590.      156,920.      MT  (+/- 180 meters Scaled)
 FS0329
 FS0329                          SUPERSEDED SURVEY CONTROL
 FS0329
 FS0329  NGVD 29 (??/??/92)  870.713  (m)         2856.66   (f) ADJ UNCH    1 1
 FS0329
 FS0329.Superseded values are not recommended for survey control.
 FS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0329.See file dsdata.txt to determine how the superseded data were derived.
 FS0329
 FS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV381380(NAD 83)
 FS0329_MARKER: DD = SURVEY DISK
 FS0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0329_SP_SET: CULVERT
 FS0329_STAMPING: 796+80 2857.36 1935
 FS0329_MARK LOGO: AZHD  
 FS0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0329
 FS0329  HISTORY     - Date     Condition        Report By
 FS0329  HISTORY     - 1935     MONUMENTED       AZHD
 FS0329  HISTORY     - 1949     GOOD             NGS
 FS0329  HISTORY     - 1955     GOOD             NGS
 FS0329  HISTORY     - 1982     GOOD             NGS
 FS0329
 FS0329                          STATION DESCRIPTION
 FS0329
 FS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0329'12.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0329'12.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0329'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 100 YARDS SOUTH
 FS0329'OF MILEPOST 40, AT A DOUBLE 4- BY 6-FOOT CONCRETE BOX CULVERT,
 FS0329'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0329'14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0329'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0329
 FS0329                          STATION RECOVERY (1955)
 FS0329
 FS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0329'RECOVERED IN GOOD CONDITION.
 FS0329
 FS0329                          STATION RECOVERY (1982)
 FS0329
 FS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0329'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0038 ***********************************************************************
 EU0038  DESIGNATION -  797.70
 EU0038  PID         -  EU0038
 EU0038  STATE/COUNTY-  AZ/MOHAVE
 EU0038  USGS QUAD   -  TOPOCK (1970)
 EU0038
 EU0038                         *CURRENT SURVEY CONTROL
 EU0038  ___________________________________________________________________
 EU0038* NAD 83(1986)-  34 43 39.     (N)    114 22 38.     (W)     SCALED    
 EU0038* NAVD 88     -       243.74   (+/-2cm)     799.7    (feet)  VERTCON   
 EU0038  ___________________________________________________________________
 EU0038  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EU0038
 EU0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0038
 EU0038.The horizontal coordinates were scaled from a topographic map and have
 EU0038.an estimated accuracy of +/- 6 seconds.
 EU0038
 EU0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0038.The vertical order pertains to the NGVD 29 superseded value.
 EU0038
 EU0038.The geoid height was determined by GEOID03.
 EU0038
 EU0038;                    North         East    Units  Estimated Accuracy
 EU0038;SPC AZ W     -   413,540.      155,920.      MT  (+/- 180 meters Scaled)
 EU0038
 EU0038                          SUPERSEDED SURVEY CONTROL
 EU0038
 EU0038  NGVD 29 (??/??/??)  243.076  (m)          797.49   (f) ADJUSTED    2 0
 EU0038
 EU0038.Superseded values are not recommended for survey control.
 EU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0038.See file dsdata.txt to determine how the superseded data were derived.
 EU0038
 EU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU401459(NAD 83)
 EU0038_MARKER: DD = SURVEY DISK
 EU0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0038_SP_SET: CULVERT
 EU0038_STAMPING: 797.70 834X00 1951
 EU0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0038
 EU0038  HISTORY     - Date     Condition        Report By
 EU0038  HISTORY     - 1951     MONUMENTED       AZHD
 EU0038  HISTORY     - 1961     GOOD             NGS
 EU0038  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0038
 EU0038                          STATION DESCRIPTION
 EU0038
 EU0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0038'6.4 MI E FROM TOPOCK.
 EU0038'ABOUT 6.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0038'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0038'NEAR THE JUNCTION OF THE ROAD NORTH TO POWELL, SET IN THE TOP AND
 EU0038'APPROXIMATE CENTER OF THE SOUTH HEADWALL OF AN 8 FOOT CONCRETE
 EU0038'BOX CULVERT, 26 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0038'263 FEET WEST OF THE EXTENDED CENTER OF THE ROAD NORTH TO POWELL
 EU0038'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 EU0038
 EU0038                          STATION RECOVERY (1981)
 EU0038
 EU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0038'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0210 ***********************************************************************
 DT0210  DESIGNATION -  7992.76
 DT0210  PID         -  DT0210
 DT0210  STATE/COUNTY-  AZ/APACHE
 DT0210  USGS QUAD   -  ALPINE (1991)
 DT0210
 DT0210                         *CURRENT SURVEY CONTROL
 DT0210  ___________________________________________________________________
 DT0210* NAD 83(1986)-  33 50 54.     (N)    109 08 40.     (W)     SCALED    
 DT0210* NAVD 88     -      2439.733  (meters)    8004.36   (feet)  ADJUSTED  
 DT0210  ___________________________________________________________________
 DT0210  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0210  DYNAMIC HT  -        2435.735 (meters)    7991.24  (feet)  COMP
 DT0210  MODELED GRAV-     978,909.5   (mgal)                       NAVD 88
 DT0210
 DT0210  VERT ORDER  -  FIRST     CLASS II
 DT0210
 DT0210.The horizontal coordinates were scaled from a topographic map and have
 DT0210.an estimated accuracy of +/- 6 seconds.
 DT0210
 DT0210.The orthometric height was determined by differential leveling
 DT0210.and adjusted by the National Geodetic Survey in June 1991..
 DT0210
 DT0210.The geoid height was determined by GEOID03.
 DT0210
 DT0210.The dynamic height is computed by dividing the NAVD 88
 DT0210.geopotential number by the normal gravity value computed on the
 DT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0210.degrees latitude (g = 980.6199 gals.).
 DT0210
 DT0210.The modeled gravity was interpolated from observed gravity values.
 DT0210
 DT0210;                    North         East    Units  Estimated Accuracy
 DT0210;SPC AZ E     -   316,300.      307,960.      MT  (+/- 180 meters Scaled)
 DT0210
 DT0210                          SUPERSEDED SURVEY CONTROL
 DT0210
 DT0210  NGVD 29 (??/??/92) 2438.65   (m)         8000.8    (f) COMPUTED    1 2
 DT0210
 DT0210.Superseded values are not recommended for survey control.
 DT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0210.See file dsdata.txt to determine how the superseded data were derived.
 DT0210
 DT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC716468(NAD 83)
 DT0210_MARKER: P = PIPE CAP
 DT0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0210_STAMPING: 7992.76
 DT0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0210
 DT0210  HISTORY     - Date     Condition        Report By
 DT0210  HISTORY     - UNK      MONUMENTED       BPR
 DT0210  HISTORY     - 1934     GOOD             NGS
 DT0210  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0210  HISTORY     - 19891004 MARK NOT FOUND   USPSQD
 DT0210
 DT0210                          STATION DESCRIPTION
 DT0210
 DT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0210'IN ALPINE.
 DT0210'AT ALPINE, APACHE COUNTY, ON U.S. HIGHWAY 260 AND 666, 90 FEET NORTH
 DT0210'OF THE GENERAL STORE AND POST OFFICE, 35 FEET NORTH OF THE NORTH END
 DT0210'OF A CULVERT, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 DT0210'INCHES SOUTH OF THE FENCE AROUND A HOUSE AND LOT.  A UNITED STATES
 DT0210'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7992.76 AND FASTENED ON
 DT0210'THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE.
 DT0210
 DT0210                          STATION RECOVERY (1980)
 DT0210
 DT0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0210'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0210
 DT0210                          STATION RECOVERY (1989)
 DT0210
 DT0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0408 ***********************************************************************
 GR0408  DESIGNATION -  8
 GR0408  PID         -  GR0408
 GR0408  STATE/COUNTY-  AZ/MOHAVE
 GR0408  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0408
 GR0408                         *CURRENT SURVEY CONTROL
 GR0408  ___________________________________________________________________
 GR0408* NAD 83(1986)-  36 07 14.     (N)    114 00 25.     (W)     SCALED    
 GR0408* NAVD 88     -       429.886  (meters)    1410.38   (feet)  POSTED    
 GR0408  ___________________________________________________________________
 GR0408  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR0408  DYNAMIC HT  -         429.460 (meters)    1408.99  (feet)  COMP
 GR0408  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 GR0408
 GR0408  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0408
 GR0408.The horizontal coordinates were scaled from a topographic map and have
 GR0408.an estimated accuracy of +/- 6 seconds.
 GR0408
 GR0408.The orthometric height was determined by differential leveling
 GR0408.and adjusted by the National Geodetic Survey in 1992..
 GR0408.No vertical observational check was made to the station.
 GR0408.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0408.was located on a no-check spur therefore a value was not computed.
 GR0408
 GR0408.The geoid height was determined by GEOID03.
 GR0408
 GR0408.The dynamic height is computed by dividing the NAVD 88
 GR0408.geopotential number by the normal gravity value computed on the
 GR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0408.degrees latitude (g = 980.6199 gals.).
 GR0408
 GR0408.The modeled gravity was interpolated from observed gravity values.
 GR0408
 GR0408;                    North         East    Units  Estimated Accuracy
 GR0408;SPC AZ W     -   567,940.      190,230.      MT  (+/- 180 meters Scaled)
 GR0408
 GR0408                          SUPERSEDED SURVEY CONTROL
 GR0408
 GR0408  NGVD 29 (??/??/92)  429.206  (m)         1408.15   (f) ADJ UNCH    1 1
 GR0408
 GR0408.Superseded values are not recommended for survey control.
 GR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0408.See file dsdata.txt to determine how the superseded data were derived.
 GR0408
 GR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA693014(NAD 83)
 GR0408_MARKER: DD = SURVEY DISK
 GR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0408_STAMPING: 8 EL. 1408.39
 GR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0408+STABILITY: SURFACE MOTION
 GR0408
 GR0408  HISTORY     - Date     Condition        Report By
 GR0408  HISTORY     - UNK      MONUMENTED       NPS
 GR0408  HISTORY     - 1950     GOOD             NGS
 GR0408  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0408
 GR0408                          STATION DESCRIPTION
 GR0408
 GR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0408'0.8 MI NW FROM PIERCES FERRY.
 GR0408'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0408'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GR0408'THENCE 0.3 MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 150 YARDS WEST OF
 GR0408'BM SEISMOGRAPH, ON THE TOP OF THE EAST END OF AN EAST-WEST RIDGE, 24.2
 GR0408'FEET SOUTHWEST OF A 20-FOOT-HIGH 4-BY 4-INCH POLE, AND SET IN THE TOP
 GR0408'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 GR0408
 GR0408                          STATION RECOVERY (1979)
 GR0408
 GR0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1597 ***********************************************************************
 DV1597  DESIGNATION -  8 A
 DV1597  PID         -  DV1597
 DV1597  STATE/COUNTY-  AZ/LA PAZ
 DV1597  USGS QUAD   -  BEAR HILLS (1990)
 DV1597
 DV1597                         *CURRENT SURVEY CONTROL
 DV1597  ___________________________________________________________________
 DV1597* NAD 83(1986)-  33 38 42.     (N)    113 52 46.     (W)     SCALED    
 DV1597* NAVD 88     -       389.11   (+/-2cm)    1276.6    (feet)  VERTCON   
 DV1597  ___________________________________________________________________
 DV1597  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1597
 DV1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1597
 DV1597.The horizontal coordinates were scaled from a topographic map and have
 DV1597.an estimated accuracy of +/- 6 seconds.
 DV1597
 DV1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1597.The vertical order pertains to the NGVD 29 superseded value.
 DV1597
 DV1597.The geoid height was determined by GEOID03.
 DV1597
 DV1597;                    North         East    Units  Estimated Accuracy
 DV1597;SPC AZ W     -   293,300.      201,350.      MT  (+/- 180 meters Scaled)
 DV1597
 DV1597                          SUPERSEDED SURVEY CONTROL
 DV1597
 DV1597  NGVD 29 (??/??/92)  388.434  (m)         1274.39   (f) ADJ UNCH    2 0
 DV1597
 DV1597.Superseded values are not recommended for survey control.
 DV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1597.See file dsdata.txt to determine how the superseded data were derived.
 DV1597
 DV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC329265(NAD 83)
 DV1597_MARKER: DD = SURVEY DISK
 DV1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1597_STAMPING: 8 A 1962
 DV1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1597+STABILITY: SURFACE MOTION
 DV1597
 DV1597  HISTORY     - Date     Condition        Report By
 DV1597  HISTORY     - 1962     MONUMENTED       AZHD
 DV1597
 DV1597                          STATION DESCRIPTION
 DV1597
 DV1597'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1597'7.35 MI SE FROM BRENDA.
 DV1597'0.5 MILE EAST-SOUTHEAST OF Y 395 8, AN ARIZONA HIGHWAY DEPARTMENT
 DV1597'DISK, STAMPED 8 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1597'GROUND, IN THE CNTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1597'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0766 ***********************************************************************
 FQ0766  DESIGNATION -  8 HLS
 FQ0766  PID         -  FQ0766
 FQ0766  STATE/COUNTY-  AZ/NAVAJO
 FQ0766  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0766
 FQ0766                         *CURRENT SURVEY CONTROL
 FQ0766  ___________________________________________________________________
 FQ0766* NAD 83(1986)-  35 04 39.     (N)    110 21 46.     (W)     SCALED    
 FQ0766* NAVD 88     -      1548.424  (meters)    5080.12   (feet)  ADJUSTED  
 FQ0766  ___________________________________________________________________
 FQ0766  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0766  DYNAMIC HT  -        1546.348 (meters)    5073.31  (feet)  COMP
 FQ0766  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FQ0766
 FQ0766  VERT ORDER  -  THIRD
 FQ0766
 FQ0766.The horizontal coordinates were scaled from a topographic map and have
 FQ0766.an estimated accuracy of +/- 6 seconds.
 FQ0766
 FQ0766.The orthometric height was determined by differential leveling
 FQ0766.and adjusted by the National Geodetic Survey in June 1991..
 FQ0766
 FQ0766.The geoid height was determined by GEOID03.
 FQ0766
 FQ0766.The dynamic height is computed by dividing the NAVD 88
 FQ0766.geopotential number by the normal gravity value computed on the
 FQ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0766.degrees latitude (g = 980.6199 gals.).
 FQ0766
 FQ0766.The modeled gravity was interpolated from observed gravity values.
 FQ0766
 FQ0766;                    North         East    Units  Estimated Accuracy
 FQ0766;SPC AZ E     -   452,190.      195,480.      MT  (+/- 180 meters Scaled)
 FQ0766
 FQ0766                          SUPERSEDED SURVEY CONTROL
 FQ0766
 FQ0766  NGVD 29 (??/??/92) 1547.65   (m)         5077.6    (f) COMPUTED    3 0
 FQ0766
 FQ0766.Superseded values are not recommended for survey control.
 FQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0766.See file dsdata.txt to determine how the superseded data were derived.
 FQ0766
 FQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD580818(NAD 83)
 FQ0766_MARKER: DB = BENCH MARK DISK
 FQ0766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0766_SP_SET: COPPER-CLAD STEEL ROD
 FQ0766_STAMPING: 8 HLS 1970 5078
 FQ0766_MARK LOGO: USGS  
 FQ0766_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0766+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0766
 FQ0766  HISTORY     - Date     Condition        Report By
 FQ0766  HISTORY     - 1970     MONUMENTED       USGS
 FQ0766
 FQ0766                          STATION DESCRIPTION
 FQ0766
 FQ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0766'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0766'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0766'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 3.0 MILES
 FQ0766'NORTHEAST ALONG THE ROAD, 51 FEET SOUTH OF THE SOUTH BANK OF A WASH,
 FQ0766'30 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 FQ0766'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0766'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0868 ***********************************************************************
 FQ0868  DESIGNATION -  8 JRH
 FQ0868  PID         -  FQ0868
 FQ0868  STATE/COUNTY-  AZ/COCONINO
 FQ0868  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0868
 FQ0868                         *CURRENT SURVEY CONTROL
 FQ0868  ___________________________________________________________________
 FQ0868* NAD 83(1986)-  35 38 44.     (N)    111 44 15.     (W)     SCALED    
 FQ0868* NAVD 88     -      1888.194  (meters)    6194.85   (feet)  POSTED    
 FQ0868  ___________________________________________________________________
 FQ0868  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0868  DYNAMIC HT  -        1885.660 (meters)    6186.54  (feet)  COMP
 FQ0868  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 FQ0868
 FQ0868  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0868
 FQ0868.The horizontal coordinates were scaled from a topographic map and have
 FQ0868.an estimated accuracy of +/- 6 seconds.
 FQ0868
 FQ0868.The orthometric height was determined by differential leveling
 FQ0868.and adjusted by the National Geodetic Survey in 1992..
 FQ0868.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0868.rate of 0.0 thru 1.0 mm/km.
 FQ0868
 FQ0868.The geoid height was determined by GEOID03.
 FQ0868
 FQ0868.The dynamic height is computed by dividing the NAVD 88
 FQ0868.geopotential number by the normal gravity value computed on the
 FQ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0868.degrees latitude (g = 980.6199 gals.).
 FQ0868
 FQ0868.The modeled gravity was interpolated from observed gravity values.
 FQ0868
 FQ0868;                    North         East    Units  Estimated Accuracy
 FQ0868;SPC AZ C     -   515,200.      229,590.      MT  (+/- 180 meters Scaled)
 FQ0868
 FQ0868                          SUPERSEDED SURVEY CONTROL
 FQ0868
 FQ0868.No superseded survey control is available for this station.
 FQ0868
 FQ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE332448(NAD 83)
 FQ0868_MARKER: DB = BENCH MARK DISK
 FQ0868_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0868_SP_SET: ROCK OUTCROP
 FQ0868_STAMPING: 8 JRH 1959 6192
 FQ0868_MARK LOGO: USGS  
 FQ0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0868+STABILITY: POSITION/ELEVATION WELL
 FQ0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0868+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0868
 FQ0868  HISTORY     - Date     Condition        Report By
 FQ0868  HISTORY     - 1959     MONUMENTED       USGS
 FQ0868
 FQ0868                          STATION DESCRIPTION
 FQ0868
 FQ0868'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0868'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0868'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0868'LOOKOUT TOWER, PROCEED 28.1 MILES SOUTH TO A LARGE ROCK OUTCROP ON A
 FQ0868'RIDGE, 4.3 MILES NORTHEAST OF TUB RANCH, 640 FEET NORTH OF THE LARGE
 FQ0868'OUTCROP, 475 FEET EAST OF THE CENTER OF THE ROAD, IN A FLAT ROCK
 FQ0868'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0284 ***********************************************************************
 DV0284  DESIGNATION -  8 LUKE FIELD
 DV0284  PID         -  DV0284
 DV0284  STATE/COUNTY-  AZ/MARICOPA
 DV0284  USGS QUAD   -  EL MIRAGE (1982)
 DV0284
 DV0284                         *CURRENT SURVEY CONTROL
 DV0284  ___________________________________________________________________
 DV0284* NAD 83(1986)-  33 32 10.     (N)    112 21 55.     (W)     SCALED    
 DV0284* NAVD 88     -       330.81   (+/-2cm)    1085.3    (feet)  VERTCON   
 DV0284  ___________________________________________________________________
 DV0284  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0284
 DV0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0284
 DV0284.The horizontal coordinates were scaled from a topographic map and have
 DV0284.an estimated accuracy of +/- 6 seconds.
 DV0284
 DV0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0284.The vertical order pertains to the NGVD 29 superseded value.
 DV0284
 DV0284.The geoid height was determined by GEOID03.
 DV0284
 DV0284;                    North         East    Units  Estimated Accuracy
 DV0284;SPC AZ C     -   281,300.      171,700.      MT  (+/- 180 meters Scaled)
 DV0284
 DV0284                          SUPERSEDED SURVEY CONTROL
 DV0284
 DV0284  NGVD 29 (??/??/92)  330.259  (m)         1083.52   (f) ADJ UNCH    2 0
 DV0284
 DV0284.Superseded values are not recommended for survey control.
 DV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0284.See file dsdata.txt to determine how the superseded data were derived.
 DV0284
 DV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732115(NAD 83)
 DV0284_MARKER: Q = CHISELED SQUARE
 DV0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0284_SP_SET: ANCHORAGE
 DV0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0284
 DV0284  HISTORY     - Date     Condition        Report By
 DV0284  HISTORY     - UNK      MONUMENTED       DOD
 DV0284  HISTORY     - 1945     GOOD             NGS
 DV0284
 DV0284                          STATION DESCRIPTION
 DV0284
 DV0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0284'IN LUKE FIELD.
 DV0284'AT LUKE FIELD, MARICOPA COUNTY, 102 FEET WEST OF THE SOUTHWEST CORNER
 DV0284'OF HANGAR AT-6 PLM, NEAR THE INTERSECTION OF THE PROLONGATIONS OF THE
 DV0284'CENTERLINES OF EIGHTH AND K STREETS, 68 FEET NORTHWEST OF FIRE HYDRANT
 DV0284'25, 88 FEET SOUTHEAST OF FIRE HYDRANT 24, AND ON THE PAVEMENT ON THE
 DV0284'NORTHEAST EDGE OF THE ANCHORAGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1554 ***********************************************************************
 DA1554  DESIGNATION -  80 124 4
 DA1554  PID         -  DA1554
 DA1554  STATE/COUNTY-  AZ/MARICOPA
 DA1554  USGS QUAD   -  GILA BEND (1973)
 DA1554
 DA1554                         *CURRENT SURVEY CONTROL
 DA1554  ___________________________________________________________________
 DA1554* NAD 83(1992)-  32 59 46.97703(N)    112 39 37.49680(W)     ADJUSTED  
 DA1554* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 DA1554  ___________________________________________________________________
 DA1554  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1554  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA1554
 DA1554  HORZ ORDER  -  SECOND
 DA1554
 DA1554.The horizontal coordinates were established by classical geodetic methods
 DA1554.and adjusted by the National Geodetic Survey in August 1993..
 DA1554
 DA1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1554
 DA1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1554
 DA1554.The geoid height was determined by GEOID03.
 DA1554
 DA1554;                    North         East     Units Scale Factor Converg.
 DA1554;SPC AZ C     -   221,596.058   143,857.569   MT  0.99995954   -0 24 18.2
 DA1554;SPC AZ C     -   727,021.19    471,973.65   iFT  0.99995954   -0 24 18.2
 DA1554;UTM  12      - 3,652,110.199   344,875.642   MT  0.99989671   -0 54 15.9
 DA1554
 DA1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1554!SPC AZ C     -   0.99996810  x   0.99995954  =   0.99992764
 DA1554!UTM  12      -   0.99996810  x   0.99989671  =   0.99986482
 DA1554
 DA1554|---------------------------------------------------------------------|
 DA1554| PID    Reference Object                     Distance      Geod. Az  |
 DA1554|                                                           dddmmss.s |
 DA1554| CH4648 80 124 4 RM 1                        13.605 METERS 02633     |
 DA1554| DV2148 BUMP                                APPROX. 7.6 KM 0482937.6 |
 DA1554| CH4649 80 124 4 RM 2                        14.070 METERS 20131     |
 DA1554|---------------------------------------------------------------------|
 DA1554
 DA1554                          SUPERSEDED SURVEY CONTROL
 DA1554
 DA1554  NAD 83(1986)-  32 59 46.96982(N)    112 39 37.50084(W) AD(       ) 2
 DA1554  NAD 27      -  32 59 46.80982(N)    112 39 34.91140(W) AD(       ) 2
 DA1554  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG       
 DA1554
 DA1554.Superseded values are not recommended for survey control.
 DA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1554.See file dsdata.txt to determine how the superseded data were derived.
 DA1554
 DA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4487652110(NAD 83)
 DA1554_MARKER: DD = SURVEY DISK
 DA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1554
 DA1554  HISTORY     - Date     Condition        Report By
 DA1554  HISTORY     - 1974     MONUMENTED       AZDT
 DA1554
 DA1554                          STATION DESCRIPTION
 DA1554
 DA1554'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DA1554'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF GILA BEND ALONG THE
 DA1554'EAST RIGHT-OF-WAY OF U.S. 80.
 DA1554'
 DA1554'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 P
 DA1554'AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DA1554'WHICH PROJECTS 2-1/2 INCHES.  THE MARK IS 5 FEET WEST OF
 DA1554'RIGHT-OF-WAY FENCE, 52 FEET SOUTH OF A GATE AND 121 FEET EAST OF
 DA1554'CENTER LINE OF U.S. 80.
 DA1554'
 DA1554'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 RM
 DA1554'1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT AND PROJECTS 1/2
 DA1554'INCH.  IT IS 1-1/2 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE, 7-1/2
 DA1554'FEET SOUTH OF A GATE AND 124-1/2 FEET EAST OF CENTER LINE OF
 DA1554'U.S. 80.
 DA1554'
 DA1554'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 RM
 DA1554'2 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DA1554'1/2 INCHES.  IT IS 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 DA1554'121 FEET EAST OF THE CENTER LINE OF U.S. 80.
 DA1554'
 DA1554'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON
 DA1554'U.S. 84, GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF THE GILA
 DA1554'BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 2-3/4 MILES
 DA1554'TO STATION ON THE RIGHT.
 DA1554'
 DA1554'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2149 ***********************************************************************
 DV2149  DESIGNATION -  80 128 5
 DV2149  PID         -  DV2149
 DV2149  STATE/COUNTY-  AZ/MARICOPA
 DV2149  USGS QUAD   -  COTTON CENTER (1973)
 DV2149
 DV2149                         *CURRENT SURVEY CONTROL
 DV2149  ___________________________________________________________________
 DV2149* NAD 83(1992)-  33 03 14.53606(N)    112 38 36.29465(W)     ADJUSTED  
 DV2149* NAVD 88     -       238.0    (meters)     781.     (feet)  VERTCON   
 DV2149  ___________________________________________________________________
 DV2149  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DV2149  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV2149
 DV2149  HORZ ORDER  -  SECOND
 DV2149
 DV2149.The horizontal coordinates were established by classical geodetic methods
 DV2149.and adjusted by the National Geodetic Survey in August 1993..
 DV2149
 DV2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2149
 DV2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2149
 DV2149.The geoid height was determined by GEOID03.
 DV2149
 DV2149;                    North         East     Units Scale Factor Converg.
 DV2149;SPC AZ C     -   227,978.780   145,490.491   MT  0.99995678   -0 23 47.1
 DV2149;SPC AZ C     -   747,961.88    477,331.01   iFT  0.99995678   -0 23 47.1
 DV2149;UTM  12      - 3,658,478.024   346,564.065   MT  0.99989028   -0 53 47.6
 DV2149
 DV2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2149!SPC AZ C     -   0.99996752  x   0.99995678  =   0.99992431
 DV2149!UTM  12      -   0.99996752  x   0.99989028  =   0.99985781
 DV2149
 DV2149:                Primary Azimuth Mark                     Grid Az
 DV2149:SPC AZ C     -  BUMP                                     109 07 04.7
 DV2149:UTM  12      -  BUMP                                     109 37 05.2
 DV2149
 DV2149|---------------------------------------------------------------------|
 DV2149| PID    Reference Object                     Distance      Geod. Az  |
 DV2149|                                                           dddmmss.s |
 DV2149| DV2148 BUMP                                APPROX. 4.3 KM 1084317.6 |
 DV2149| CH4651 80 128 5 RM 2                         7.377 METERS 16641     |
 DV2149| CH4650 80 128 5 RM 1                        11.710 METERS 35910     |
 DV2149|---------------------------------------------------------------------|
 DV2149
 DV2149                          SUPERSEDED SURVEY CONTROL
 DV2149
 DV2149  NAD 83(1986)-  33 03 14.52912(N)    112 38 36.29864(W) AD(       ) 2
 DV2149  NAD 27      -  33 03 14.37200(N)    112 38 33.71071(W) AD(       ) 2
 DV2149  NGVD 29 (07/19/86)  237.4    (m)          779.     (f) VERT ANG       
 DV2149
 DV2149.Superseded values are not recommended for survey control.
 DV2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2149.See file dsdata.txt to determine how the superseded data were derived.
 DV2149
 DV2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4656458478(NAD 83)
 DV2149_MARKER: DD = SURVEY DISK
 DV2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2149
 DV2149  HISTORY     - Date     Condition        Report By
 DV2149  HISTORY     - 1974     MONUMENTED       AZDT
 DV2149
 DV2149                          STATION DESCRIPTION
 DV2149
 DV2149'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2149'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF GILA BEND ALONG
 DV2149'THE EAST RIGHT-OF-WAY OF US 80.
 DV2149'
 DV2149'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5
 DV2149'P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV2149'MONUMENT WHICH PROJECTS 0.4 FEET.  THE MARK IS 5 FEET WEST OF
 DV2149'RIGHT-OF-WAY FENCE, 121.5 FEET EAST OF CENTER LINE OF US 80, AND
 DV2149'4.5 FEET WEST OF WITNESS SIGN.
 DV2149'
 DV2149'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5 RM
 DV2149'1 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2149'PROJECTS 0.2 FEET.  IT IS 2 FEET WEST OF RIGHT-OF-WAY FENCE LINE
 DV2149'AND 124.5 FEET EAST OF CENTER LINE OF U.S. 80.
 DV2149'
 DV2149'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5,
 DV2149'RM 2 1974.  THE MARK IS SET IN AN 8 INCH SQUARE CONCRETE MONUMENT
 DV2149'FLUSH WITH THE GROUND.  IT IS 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 DV2149'FENCE AND WITNESS SIGN AND 124.5 FEET EAST OF CENTER LINE OF
 DV2149'U.S. 80.
 DV2149'
 DV2149'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2149'BEND, GO NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2149'AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 7.25 MILES TO STATION
 DV2149'ON THE RIGHT.
 DV2149'
 DV2149'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2150 ***********************************************************************
 DV2150  DESIGNATION -  80 131 6
 DV2150  PID         -  DV2150
 DV2150  STATE/COUNTY-  AZ/MARICOPA
 DV2150  USGS QUAD   -  COTTON CENTER (1973)
 DV2150
 DV2150                         *CURRENT SURVEY CONTROL
 DV2150  ___________________________________________________________________
 DV2150* NAD 83(1992)-  33 05 55.75773(N)    112 38 57.74824(W)     ADJUSTED  
 DV2150* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 DV2150  ___________________________________________________________________
 DV2150  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DV2150  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV2150
 DV2150  HORZ ORDER  -  SECOND
 DV2150
 DV2150.The horizontal coordinates were established by classical geodetic methods
 DV2150.and adjusted by the National Geodetic Survey in August 1993..
 DV2150
 DV2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2150
 DV2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2150
 DV2150.The geoid height was determined by GEOID03.
 DV2150
 DV2150;                    North         East     Units Scale Factor Converg.
 DV2150;SPC AZ C     -   232,949.099   144,968.614   MT  0.99995765   -0 24 00.5
 DV2150;SPC AZ C     -   764,268.70    475,618.81   iFT  0.99995765   -0 24 00.5
 DV2150;UTM  12      - 3,663,452.383   346,085.651   MT  0.99989209   -0 54 03.2
 DV2150
 DV2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2150!SPC AZ C     -   0.99996540  x   0.99995765  =   0.99992305
 DV2150!UTM  12      -   0.99996540  x   0.99989209  =   0.99985749
 DV2150
 DV2150|---------------------------------------------------------------------|
 DV2150| PID    Reference Object                     Distance      Geod. Az  |
 DV2150|                                                           dddmmss.s |
 DV2150| CH4653 80 131 6 RM 2                        11.682 METERS 17850     |
 DV2150| CH4652 80 131 6 RM 1                        11.892 METERS 34944     |
 DV2150| DV2152 80 133 8                            APPROX. 3.5 KM 3583042.2 |
 DV2150|---------------------------------------------------------------------|
 DV2150
 DV2150                          SUPERSEDED SURVEY CONTROL
 DV2150
 DV2150  NAD 83(1986)-  33 05 55.75096(N)    112 38 57.75237(W) AD(       ) 2
 DV2150  NAD 27      -  33 05 55.59542(N)    112 38 55.16122(W) AD(       ) 2
 DV2150  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG       
 DV2150
 DV2150.Superseded values are not recommended for survey control.
 DV2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2150.See file dsdata.txt to determine how the superseded data were derived.
 DV2150
 DV2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4608663452(NAD 83)
 DV2150_MARKER: DD = SURVEY DISK
 DV2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2150
 DV2150  HISTORY     - Date     Condition        Report By
 DV2150  HISTORY     - 1974     MONUMENTED       AZDT
 DV2150
 DV2150                          STATION DESCRIPTION
 DV2150
 DV2150'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2150'THE STATION IS LOCATED ABOUT 11-1/4 MILES NORTH OF GILA BEND
 DV2150'ALONG THE WEST RIGHT-OF-WAY OF U.S. 80.
 DV2150'
 DV2150'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-131-60 P
 DV2150'AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV2150'WHICH PROJECTS 3-1/2 INCHES.  THE MARK IS ON A 12 FOOT CUT BANK,
 DV2150'70 FEET WEST OF THE CENTER LINE OF U.S. 80, 4-1/2 FEET EAST OF THE
 DV2150'RIGHT-OF-WAY FENCE AND 28-1/2 FEET WEST OF FACE OF CUT.
 DV2150'
 DV2150'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED AHD 80-131-60
 DV2150'RM 1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV2150'3-1/2 INCHES.  IT IS 1-1/2 FEET EAST OF RIGHT-OF-WAY FENCE.
 DV2150'
 DV2150'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED AHD
 DV2150'80-131-60 RM 2 1974.  THE MARK IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2150'WHICH PROJECTS 2-1/2 INCHES AND IS 1-1/2 FEET EAST OF
 DV2150'RIGHT-OF-WAY FENCE LINE.
 DV2150'
 DV2150'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2150'BEND, GO NORTH EAST ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE
 DV2150'OF GILA BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR
 DV2150'9.95 MILES TO STATION ON THE LEFT.
 DV2150'
 DV2150'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2152 ***********************************************************************
 DV2152  DESIGNATION -  80 133 8
 DV2152  PID         -  DV2152
 DV2152  STATE/COUNTY-  AZ/MARICOPA
 DV2152  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2152
 DV2152                         *CURRENT SURVEY CONTROL
 DV2152  ___________________________________________________________________
 DV2152* NAD 83(1992)-  33 07 48.42244(N)    112 39 01.22718(W)     ADJUSTED  
 DV2152* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 DV2152  ___________________________________________________________________
 DV2152  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DV2152  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV2152
 DV2152  HORZ ORDER  -  SECOND
 DV2152
 DV2152.The horizontal coordinates were established by classical geodetic methods
 DV2152.and adjusted by the National Geodetic Survey in August 1993..
 DV2152
 DV2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2152
 DV2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2152
 DV2152.The geoid height was determined by GEOID03.
 DV2152
 DV2152;                    North         East     Units Scale Factor Converg.
 DV2152;SPC AZ C     -   236,420.400   144,902.691   MT  0.99995776   -0 24 03.6
 DV2152;SPC AZ C     -   775,657.48    475,402.53   iFT  0.99995776   -0 24 03.6
 DV2152;UTM  12      - 3,666,923.900   346,050.082   MT  0.99989222   -0 54 07.8
 DV2152
 DV2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2152!SPC AZ C     -   0.99996357  x   0.99995776  =   0.99992133
 DV2152!UTM  12      -   0.99996357  x   0.99989222  =   0.99985579
 DV2152
 DV2152|---------------------------------------------------------------------|
 DV2152| PID    Reference Object                     Distance      Geod. Az  |
 DV2152|                                                           dddmmss.s |
 DV2152| CH4655 80 131 8 RM 2                        11.463 METERS 17950     |
 DV2152| CH4654 80 131 8 RM 1                        12.330 METERS 35931     |
 DV2152| DV2153 80 138 0                            APPROX. 6.7 KM 3595554.2 |
 DV2152|---------------------------------------------------------------------|
 DV2152
 DV2152                          SUPERSEDED SURVEY CONTROL
 DV2152
 DV2152  NAD 83(1986)-  33 07 48.41582(N)    112 39 01.23144(W) AD(       ) 2
 DV2152  NAD 27      -  33 07 48.26057(N)    112 38 58.63815(W) AD(       ) 2
 DV2152  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG       
 DV2152
 DV2152.Superseded values are not recommended for survey control.
 DV2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2152.See file dsdata.txt to determine how the superseded data were derived.
 DV2152
 DV2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4605066924(NAD 83)
 DV2152_MARKER: DD = SURVEY DISK
 DV2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2152
 DV2152  HISTORY     - Date     Condition        Report By
 DV2152  HISTORY     - 1974     MONUMENTED       AZDT
 DV2152
 DV2152                          STATION DESCRIPTION
 DV2152
 DV2152'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2152'THE STATION IS LOCATED ABOUT 13.45 MILES NORTH OF GILA BEND
 DV2152'AND 20-1/4 MILES SOUTH OF BUCKEYE ALONG THE WEST RIGHT-OF-WAY
 DV2152'OF U.S. 80.
 DV2152'
 DV2152'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8
 DV2152'P AND M GS 1974.  IT IS SET IN 12 INCH CONCRETE MONUMENT WHICH
 DV2152'PROJECTS 3-1/2 INCHES.  THE MARK IS 1-1/2 FEET EAST OF THE WEST
 DV2152'RIGHT-OF-WAY FENCE AND 73-1/2 FEET WEST OF THE CENTER LINE OF
 DV2152'U.S. 80.
 DV2152'
 DV2152'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8
 DV2152'RM 1 1974.  IT IS SET IN 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV2152'3-1/2 INCHES.  THE MARK IS 1.1 FEET EAST OF THE WEST RIGHT-OF-WAY
 DV2152'FENCE AND IS 73.9 FEET WEST OF CENTER LINE OF HIGHWAY U.S. 80.
 DV2152'
 DV2152'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8 RM 2
 DV2152'1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4-1/2
 DV2152'INCHES.  IT IS 1.3 FEET EAST OF EAST RIGHT-OF-WAY FENCE AND 73.7
 DV2152'FEET WEST OF CENTER LINE OF HIGHWAY U.S. 80.
 DV2152'
 DV2152'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON
 DV2152'U.S. 84 GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF
 DV2152'GILA BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR
 DV2152'12.1 MILES TO THE STATION ALONG THE WEST RIGHT-OF-WAY.
 DV2152'
 DV2152'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2153 ***********************************************************************
 DV2153  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2153  DESIGNATION -  80 138 0
 DV2153  PID         -  DV2153
 DV2153  STATE/COUNTY-  AZ/MARICOPA
 DV2153  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2153
 DV2153                         *CURRENT SURVEY CONTROL
 DV2153  ___________________________________________________________________
 DV2153* NAD 83(1992)-  33 11 27.26864(N)    112 39 01.53736(W)     ADJUSTED  
 DV2153* NAVD 88     -       287.78   (meters)     944.2    (feet)  GPS OBS   
 DV2153  ___________________________________________________________________
 DV2153  X           -  -2,057,679.978 (meters)                     COMP
 DV2153  Y           -  -4,931,021.754 (meters)                     COMP
 DV2153  Z           -   3,471,837.016 (meters)                     COMP
 DV2153  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DV2153  ELLIP HEIGHT-         256.76  (meters)          (01/27/00) GPS OBS
 DV2153  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV2153
 DV2153  HORZ ORDER  -  A
 DV2153  ELLP ORDER  -  FIRST     CLASS I
 DV2153
 DV2153.The horizontal coordinates were established by GPS observations
 DV2153.and adjusted by the National Geodetic Survey in January 2000..
 DV2153
 DV2153.The orthometric height was determined by GPS observations and a
 DV2153.high-resolution geoid model using precise GPS observation and
 DV2153.processing techniques.
 DV2153
 DV2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2153
 DV2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2153
 DV2153.The ellipsoidal height was determined by GPS observations
 DV2153.and is referenced to NAD 83.
 DV2153
 DV2153.The geoid height was determined by GEOID03.
 DV2153
 DV2153;                    North         East     Units Scale Factor Converg.
 DV2153;SPC AZ C     -   243,162.130   144,941.879   MT  0.99995770   -0 24 06.1
 DV2153;SPC AZ C     -   797,776.02    475,531.10   iFT  0.99995770   -0 24 06.1
 DV2153;UTM  12      - 3,673,664.585   346,148.279   MT  0.99989185   -0 54 13.2
 DV2153
 DV2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2153!SPC AZ C     -   0.99995969  x   0.99995770  =   0.99991739
 DV2153!UTM  12      -   0.99995969  x   0.99989185  =   0.99985155
 DV2153
 DV2153:                Primary Azimuth Mark                     Grid Az
 DV2153:SPC AZ C     -  BUCK                                     012 37 58.6
 DV2153:UTM  12      -  BUCK                                     013 08 05.7
 DV2153
 DV2153|---------------------------------------------------------------------|
 DV2153| PID    Reference Object                     Distance      Geod. Az  |
 DV2153|                                                           dddmmss.s |
 DV2153| DV2144 BUCK                                APPROX. 7.2 KM 0121352.5 |
 DV2153| CH4656 80 138 0 RM 1                         6.953 METERS 07703     |
 DV2153| CH4657 80 138 0 RM 2                         7.705 METERS 25604     |
 DV2153|---------------------------------------------------------------------|
 DV2153
 DV2153                          SUPERSEDED SURVEY CONTROL
 DV2153
 DV2153  NAD 83(1992)-  33 11 27.26789(N)    112 39 01.53669(W) AD(       ) 2
 DV2153  NAD 83(1986)-  33 11 27.26147(N)    112 39 01.54123(W) AD(       ) 2
 DV2153  NAD 27      -  33 11 27.10977(N)    112 38 58.94411(W) AD(       ) 2
 DV2153  NGVD 29 (07/19/86)  287.5    (m)          943.     (f) VERT ANG       
 DV2153
 DV2153.Superseded values are not recommended for survey control.
 DV2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2153.See file dsdata.txt to determine how the superseded data were derived.
 DV2153
 DV2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4614873665(NAD 83)
 DV2153_MARKER: DB = BENCH MARK DISK
 DV2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2153_STAMPING: 80-138-0 P AND M 1974
 DV2153_MARK LOGO: AZDT  
 DV2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2153+STABILITY: SURFACE MOTION
 DV2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2153+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 DV2153
 DV2153  HISTORY     - Date     Condition        Report By
 DV2153  HISTORY     - 1974     MONUMENTED       AZDT
 DV2153  HISTORY     - 19980929 GOOD             AZ-013
 DV2153  HISTORY     - 20000412 GOOD             MCDOT
 DV2153  HISTORY     - 20010305 GOOD             INDIV
 DV2153  HISTORY     - 20050304 GOOD             USPSQD
 DV2153
 DV2153                          STATION DESCRIPTION
 DV2153
 DV2153'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2153'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH OF GILA BEND, 15
 DV2153'MILES SOUTH OF BUCKEYE AND ABOUT 172 FEET WEST OF RIGHT-OF-WAY
 DV2153'FENCE ALONG U.S. HIGHWAY 80 IN A SMALL SADDLE ON THE SOUTH SIDE
 DV2153'OF A RIDGE.
 DV2153'
 DV2153'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'P AND M GS 1974.  IT IS SET IN THE TOP OF 12 INCH CONCRETE MONUMENT
 DV2153'WHICH PROJECTS 3-1/2 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN
 DV2153'THE HIGHEST POINT OF THE SADDLE AND ON THE EAST SLOPE, 3.3 FEET
 DV2153'NORTH OF NORTH FACE BOULDERS, 8.3 FEET SOUTH OF SOUTH FACE OF
 DV2153'BROKEN BOULDERS AND 3 FEET EAST OF A ROCK CAIRN AND WITNESS
 DV2153'POST.
 DV2153'
 DV2153'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'RM 1 1974.  IT IS EPOXIED IN A DRILL HOLE IN THE TOP AND WEST
 DV2153'SIDE OF A GRANITE OUTCROP 5 X 5 X 6 FEET.  MARK IS 2 FEET LOWER
 DV2153'THAN STATION, 3 FEET WEST OF EAST FACE OF OUTCROP AND 2 FEET
 DV2153'SOUTH OF NORTH FACE OF OUTCROP.
 DV2153'
 DV2153'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'RM 2 1974.  IT IS EPOXIED IN A DRILL HOLE IN A 8 X 6 FOOT
 DV2153'OUTCROP AND ABOUT 1 FOOT HIGHER THAN STATION.
 DV2153'
 DV2153'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND, GO
 DV2153'NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2153'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 13-1/4 MILE
 DV2153'TO WOODS RD. TO THE WEST, CONTINUE NORTH FOR 3.9 MILES TO
 DV2153'PATTERSON RD. WEST.  TURN NORTH ON BLADED ROAD FOR 0.1 MILE THEN
 DV2153'TURN EAST ON DIM TRACK ROAD FOR 0.1 MILE AND END OF TRUCK
 DV2153'TRAVEL.  A 2 MINUTE PACK EASTERLY TO SMALL SADDLE AND STATION.
 DV2153'
 DV2153'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2153
 DV2153                          STATION RECOVERY (1998)
 DV2153
 DV2153'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2153'RECOVERED AS DESCRIBED.
 DV2153
 DV2153                          STATION RECOVERY (2000)
 DV2153
 DV2153'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2153'RECOVERED AS DESCRIBED.
 DV2153
 DV2153                          STATION RECOVERY (2001)
 DV2153
 DV2153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (EBA)
 DV2153'IN GILA BEND, AZ, FROM THE INTERSTATE 8 OVERPASS AT STATE HIGHWAY 85,
 DV2153'GO NORTHERLY ON HIGHWAY 85 17.6 MILES TO MILE POST 138. TURN IN ON
 DV2153'WEST SIDE HIGHWAY 85. STATION IS APPROXIMATELY 200 FEET WEST SITUATED
 DV2153'BETWEEN THE HIGHEST AND SECOND HIGHEST ROCK HILLS. A STEEL WITNESS
 DV2153'POST IS APPROXIMATELY 3 FEET WEST. (HIGHWAY 85 TRAFFIC IS DANGEROUS.)
 DV2153
 DV2153                          STATION RECOVERY (2005)
 DV2153
 DV2153'RECOVERY NOTE BY US POWER SQUADRON 2005
 DV2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2143 ***********************************************************************
 DV2143  DESIGNATION -  80 145 7
 DV2143  PID         -  DV2143
 DV2143  STATE/COUNTY-  AZ/MARICOPA
 DV2143  USGS QUAD   -  HASSAYAMPA (1978)
 DV2143
 DV2143                         *CURRENT SURVEY CONTROL
 DV2143  ___________________________________________________________________
 DV2143* NAD 83(1992)-  33 18 01.61571(N)    112 37 37.17346(W)     ADJUSTED  
 DV2143* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 DV2143  ___________________________________________________________________
 DV2143  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DV2143  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV2143
 DV2143  HORZ ORDER  -  SECOND
 DV2143
 DV2143.The horizontal coordinates were established by classical geodetic methods
 DV2143.and adjusted by the National Geodetic Survey in August 1993..
 DV2143
 DV2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2143
 DV2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2143
 DV2143.The geoid height was determined by GEOID03.
 DV2143
 DV2143;                    North         East     Units Scale Factor Converg.
 DV2143;SPC AZ C     -   255,295.263   147,209.595   MT  0.99995393   -0 23 24.0
 DV2143;SPC AZ C     -   837,582.88    482,971.11   iFT  0.99995393   -0 23 24.0
 DV2143;UTM  12      - 3,685,776.527   348,522.198   MT  0.99988290   -0 53 36.4
 DV2143
 DV2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2143!SPC AZ C     -   0.99995858  x   0.99995393  =   0.99991251
 DV2143!UTM  12      -   0.99995858  x   0.99988290  =   0.99984149
 DV2143
 DV2143|---------------------------------------------------------------------|
 DV2143| PID    Reference Object                     Distance      Geod. Az  |
 DV2143|                                                           dddmmss.s |
 DV2143| CH4658 80 145 7 RM 1                         6.559 METERS 01843     |
 DV2143| CH4659 80 145 7 RM 2                         8.002 METERS 17007     |
 DV2143|---------------------------------------------------------------------|
 DV2143
 DV2143                          SUPERSEDED SURVEY CONTROL
 DV2143
 DV2143  NAD 83(1986)-  33 18 01.60958(N)    112 37 37.17860(W) AD(       ) 2
 DV2143  NAD 27      -  33 18 01.46176(N)    112 37 34.58106(W) AD(       ) 2
 DV2143  NGVD 29 (07/19/86)  294.0    (m)          965.     (f) VERT ANG       
 DV2143
 DV2143.Superseded values are not recommended for survey control.
 DV2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2143.See file dsdata.txt to determine how the superseded data were derived.
 DV2143
 DV2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4852285777(NAD 83)
 DV2143_MARKER: DD = SURVEY DISK
 DV2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2143
 DV2143  HISTORY     - Date     Condition        Report By
 DV2143  HISTORY     - 1974     MONUMENTED       AZDT
 DV2143
 DV2143                          STATION DESCRIPTION
 DV2143
 DV2143'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2143'THE STATION IS LOCATED ABOUT 25-1/4 MILES NORTH OF GILA BEND
 DV2143'AND 8-1/2 MILES SOUTH OF BUCKEYE ALONG THE EAST RIGHT-OF-WAY
 DV2143'OF U.S. 80, ON THE TOP OF A 25 FOOT CUT-BANK.
 DV2143'
 DV2143'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-145-7
 DV2143'P AND M GS 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT WHICH
 DV2143'PROJECTS 4-3/4 INCHES, 5 FEET WEST OF THE EAST RIGHT-OF-WAY
 DV2143'FENCE AND 78 FEET EAST OF TOP OF CUT-BANK.
 DV2143'
 DV2143'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-145-7
 DV2143'RM 1 1974, AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2143'WHICH PROJECTS 3-1/2 INCHES.  IT IS 1.6 FEET WEST OF EAST
 DV2143'RIGHT-OF-WAY FENCE, 1.4 FEET WEST OF HIGHWAY DEPARTMENT
 DV2143'RIGHT-OF-WAY ANGLE IRON AND 85 FEET EAST OF TOP OF CUT-BANK.
 DV2143'
 DV2143'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-145-7 RM 2
 DV2143'1974, AND IS EPOXIED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DV2143'GROUND.  IT IS 3.5 FEET EAST OF RIGHT-OF-WAY FENCE.
 DV2143'
 DV2143'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 EAST OF
 DV2143'GILA BEND, GO NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF
 DV2143'GILA BEND MUNICIPAL AIRPORT, ON THE RIGHT, CONTINUE NORTH
 DV2143'FOR 22.35 MILES TO A DIRT ROAD ON THE LEFT WHICH IS THE
 DV2143'ENTRANCE TO BUCKEYE HILLS PARK, CONTINUE NORTH FOR 1.5 MILES TO
 DV2143'STATION ON THE EAST RIGHT-OF-WAY.
 DV2143'
 DV2143'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0902 ***********************************************************************
 DV0902  DESIGNATION -  80 A
 DV0902  PID         -  DV0902
 DV0902  STATE/COUNTY-  AZ/MARICOPA
 DV0902  USGS QUAD   -  BUCKEYE NW (1982)
 DV0902
 DV0902                         *CURRENT SURVEY CONTROL
 DV0902  ___________________________________________________________________
 DV0902* NAD 83(1986)-  33 25 45.     (N)    112 37 56.     (W)     SCALED    
 DV0902* NAVD 88     -       325.90   (+/-2cm)    1069.2    (feet)  VERTCON   
 DV0902  ___________________________________________________________________
 DV0902  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DV0902
 DV0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0902
 DV0902.The horizontal coordinates were scaled from a topographic map and have
 DV0902.an estimated accuracy of +/- 6 seconds.
 DV0902
 DV0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0902.The vertical order pertains to the NGVD 29 superseded value.
 DV0902
 DV0902.The geoid height was determined by GEOID03.
 DV0902
 DV0902;                    North         East    Units  Estimated Accuracy
 DV0902;SPC AZ C     -   269,570.      146,820.      MT  (+/- 180 meters Scaled)
 DV0902
 DV0902                          SUPERSEDED SURVEY CONTROL
 DV0902
 DV0902  NGVD 29 (??/??/92)  325.260  (m)         1067.12   (f) ADJ UNCH    2 0
 DV0902
 DV0902.Superseded values are not recommended for survey control.
 DV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0902.See file dsdata.txt to determine how the superseded data were derived.
 DV0902
 DV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC482000(NAD 83)
 DV0902_MARKER: DD = SURVEY DISK
 DV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0902_STAMPING: 80 A 1962
 DV0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0902+STABILITY: SURFACE MOTION
 DV0902
 DV0902  HISTORY     - Date     Condition        Report By
 DV0902  HISTORY     - 1962     MONUMENTED       AZHD
 DV0902  HISTORY     - 1962     GOOD             NGS
 DV0902
 DV0902                          STATION DESCRIPTION
 DV0902
 DV0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0902'7.6 MI SE FROM BUCKEYE.
 DV0902'0.4 MILE EAST-SOUTHEAST OF G 416 80.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0902'DISK STAMPED 80 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0902'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0902'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0651 ***********************************************************************
 ER0651  DESIGNATION -  80 BKC
 ER0651  PID         -  ER0651
 ER0651  STATE/COUNTY-  AZ/APACHE
 ER0651  USGS QUAD   -  CERRO HUECO (1984)
 ER0651
 ER0651                         *CURRENT SURVEY CONTROL
 ER0651  ___________________________________________________________________
 ER0651* NAD 83(1986)-  34 15 58.     (N)    109 34 45.     (W)     SCALED    
 ER0651* NAVD 88     -      2304.997  (meters)    7562.31   (feet)  ADJUSTED  
 ER0651  ___________________________________________________________________
 ER0651  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 ER0651  DYNAMIC HT  -        2301.492 (meters)    7550.81  (feet)  COMP
 ER0651  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 ER0651
 ER0651  VERT ORDER  -  SECOND    CLASS 0
 ER0651
 ER0651.The horizontal coordinates were scaled from a topographic map and have
 ER0651.an estimated accuracy of +/- 6 seconds.
 ER0651
 ER0651.The orthometric height was determined by differential leveling
 ER0651.and adjusted by the National Geodetic Survey in June 1991..
 ER0651
 ER0651.The geoid height was determined by GEOID03.
 ER0651
 ER0651.The dynamic height is computed by dividing the NAVD 88
 ER0651.geopotential number by the normal gravity value computed on the
 ER0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0651.degrees latitude (g = 980.6199 gals.).
 ER0651
 ER0651.The modeled gravity was interpolated from observed gravity values.
 ER0651
 ER0651;                    North         East    Units  Estimated Accuracy
 ER0651;SPC AZ E     -   362,330.      267,460.      MT  (+/- 180 meters Scaled)
 ER0651
 ER0651                          SUPERSEDED SURVEY CONTROL
 ER0651
 ER0651.No superseded survey control is available for this station.
 ER0651
 ER0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC308925(NAD 83)
 ER0651_MARKER: DB = BENCH MARK DISK
 ER0651_SETTING: 66 = SET IN ROCK OUTCROP
 ER0651_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0651_STAMPING: 80 BKC 1968 7560
 ER0651_MARK LOGO: USGS  
 ER0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0651+STABILITY: POSITION/ELEVATION WELL
 ER0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0651+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0651
 ER0651  HISTORY     - Date     Condition        Report By
 ER0651  HISTORY     - 1968     MONUMENTED       USGS
 ER0651
 ER0651                          STATION DESCRIPTION
 ER0651
 ER0651'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0651'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 20.9 MILES
 ER0651'NORTHWEST ALONG U S HIGHWAY 60, TO THE SUMMIT, 415 FEET WEST OF
 ER0651'HIGHWAY DEPARTMENT MAINTENANCE BUILDINGS, 123 FEET NORTH OF THE
 ER0651'HIGHWAY, 27 FEET NORTHEAST OF A POWER LINE POLE, 12 FEET NORTH OF A
 ER0651'WITNESS SIGN ON A PINON TREE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0620 ***********************************************************************
 FP0620  DESIGNATION -  80 DOR
 FP0620  PID         -  FP0620
 FP0620  STATE/COUNTY-  AZ/APACHE
 FP0620  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0620
 FP0620                         *CURRENT SURVEY CONTROL
 FP0620  ___________________________________________________________________
 FP0620* NAD 83(1986)-  35 06 11.     (N)    109 31 24.     (W)     SCALED    
 FP0620* NAVD 88     -      1721.559  (meters)    5648.15   (feet)  ADJUSTED  
 FP0620  ___________________________________________________________________
 FP0620  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FP0620  DYNAMIC HT  -        1719.149 (meters)    5640.24  (feet)  COMP
 FP0620  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 FP0620
 FP0620  VERT ORDER  -  SECOND    CLASS II
 FP0620
 FP0620.The horizontal coordinates were scaled from a topographic map and have
 FP0620.an estimated accuracy of +/- 6 seconds.
 FP0620
 FP0620.The orthometric height was determined by differential leveling
 FP0620.and adjusted by the National Geodetic Survey in June 1991..
 FP0620
 FP0620.The geoid height was determined by GEOID03.
 FP0620
 FP0620.The dynamic height is computed by dividing the NAVD 88
 FP0620.geopotential number by the normal gravity value computed on the
 FP0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0620.degrees latitude (g = 980.6199 gals.).
 FP0620
 FP0620.The modeled gravity was interpolated from observed gravity values.
 FP0620
 FP0620;                    North         East    Units  Estimated Accuracy
 FP0620;SPC AZ E     -   455,200.      272,010.      MT  (+/- 180 meters Scaled)
 FP0620
 FP0620                          SUPERSEDED SURVEY CONTROL
 FP0620
 FP0620  NGVD 29 (??/??/92) 1720.62   (m)         5645.1    (f) COMPUTED    2 2
 FP0620
 FP0620.Superseded values are not recommended for survey control.
 FP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0620.See file dsdata.txt to determine how the superseded data were derived.
 FP0620
 FP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD345854(NAD 83)
 FP0620_MARKER: DB = BENCH MARK DISK
 FP0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0620_SP_SET: CONCRETE POST
 FP0620_STAMPING: 80 DOR 1972 5645
 FP0620_MARK LOGO: USGS  
 FP0620_PROJECTION: PROJECTING 3 CENTIMETERS
 FP0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0620+STABILITY: SURFACE MOTION
 FP0620
 FP0620  HISTORY     - Date     Condition        Report By
 FP0620  HISTORY     - 1972     MONUMENTED       USGS
 FP0620
 FP0620                          STATION DESCRIPTION
 FP0620
 FP0620'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0620'4.0 KM (2.50 MI) SOUTH FROM NAVAJO.
 FP0620'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0620'ROAD TO A T-ROAD SOUTH, THENCE 2.4 MILES SOUTH, 0.5 MILES NORTH OF A
 FP0620'KERR MCGEE CORP NATIONAL GAS PIPELINE SIGN -(HELIUM), 28 FEET WEST OF
 FP0620'THE ROAD AND 0.1 FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0427 ***********************************************************************
 GQ0427  DESIGNATION -  80 DOR
 GQ0427  PID         -  GQ0427
 GQ0427  STATE/COUNTY-  AZ/MOHAVE
 GQ0427  USGS QUAD   -  LIZARD POINT (1979)
 GQ0427
 GQ0427                         *CURRENT SURVEY CONTROL
 GQ0427  ___________________________________________________________________
 GQ0427* NAD 83(1986)-  36 58 01.     (N)    113 36 59.     (W)     SCALED    
 GQ0427* NAVD 88     -       883.503  (meters)    2898.63   (feet)  POSTED    
 GQ0427  ___________________________________________________________________
 GQ0427  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 GQ0427  DYNAMIC HT  -         882.590 (meters)    2895.63  (feet)  COMP
 GQ0427  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 GQ0427
 GQ0427  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0427
 GQ0427.The horizontal coordinates were scaled from a topographic map and have
 GQ0427.an estimated accuracy of +/- 6 seconds.
 GQ0427
 GQ0427.The orthometric height was determined by differential leveling
 GQ0427.and adjusted by the National Geodetic Survey in 1992..
 GQ0427.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0427.rate of 0.0 thru 1.0 mm/km.
 GQ0427
 GQ0427.The geoid height was determined by GEOID03.
 GQ0427
 GQ0427.The dynamic height is computed by dividing the NAVD 88
 GQ0427.geopotential number by the normal gravity value computed on the
 GQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0427.degrees latitude (g = 980.6199 gals.).
 GQ0427
 GQ0427.The modeled gravity was interpolated from observed gravity values.
 GQ0427
 GQ0427;                    North         East    Units  Estimated Accuracy
 GQ0427;SPC AZ W     -   661,830.      225,260.      MT  (+/- 180 meters Scaled)
 GQ0427
 GQ0427                          SUPERSEDED SURVEY CONTROL
 GQ0427
 GQ0427  NGVD 29 (??/??/92)  882.67   (m)         2895.9    (f) COMPUTED    3 0
 GQ0427
 GQ0427.Superseded values are not recommended for survey control.
 GQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0427.See file dsdata.txt to determine how the superseded data were derived.
 GQ0427
 GQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF670944(NAD 83)
 GQ0427_MARKER: DB = BENCH MARK DISK
 GQ0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0427_SP_SET: COPPER-CLAD STEEL ROD
 GQ0427_STAMPING: 80 DOR 1970 2896
 GQ0427_MARK LOGO: USGS  
 GQ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0427
 GQ0427  HISTORY     - Date     Condition        Report By
 GQ0427  HISTORY     - 1970     MONUMENTED       USGS
 GQ0427
 GQ0427                          STATION DESCRIPTION
 GQ0427
 GQ0427'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0427'16.9 KM (10.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0427'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0427'(FORMERLY UTAH STATE HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE
 GQ0427'COUNTY ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A
 GQ0427'Y-ROAD, THENCE 3.2 MILES SOUTHWEST TO A Y-ROAD NORTHWEST, 30 FEET
 GQ0427'NORTHWEST OF THE ROAD, 9 FEET EAST OF A ROAD, IN A TRIANGLE FORMED BY
 GQ0427'THE ROADS.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0427'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1030 ***********************************************************************
 FR1030  DESIGNATION -  80 EMH
 FR1030  PID         -  FR1030
 FR1030  STATE/COUNTY-  AZ/COCONINO
 FR1030  USGS QUAD   -  BISHOP LAKE (1981)
 FR1030
 FR1030                         *CURRENT SURVEY CONTROL
 FR1030  ___________________________________________________________________
 FR1030* NAD 83(1986)-  35 37 08.     (N)    112 41 30.     (W)     SCALED    
 FR1030* NAVD 88     -      1866.852  (meters)    6124.83   (feet)  POSTED    
 FR1030  ___________________________________________________________________
 FR1030  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FR1030  DYNAMIC HT  -        1864.410 (meters)    6116.82  (feet)  COMP
 FR1030  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 FR1030
 FR1030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1030
 FR1030.The horizontal coordinates were scaled from a topographic map and have
 FR1030.an estimated accuracy of +/- 6 seconds.
 FR1030
 FR1030.The orthometric height was determined by differential leveling
 FR1030.and adjusted by the National Geodetic Survey in 1992..
 FR1030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1030.rate of 0.0 thru 1.0 mm/km.
 FR1030
 FR1030.The geoid height was determined by GEOID03.
 FR1030
 FR1030.The dynamic height is computed by dividing the NAVD 88
 FR1030.geopotential number by the normal gravity value computed on the
 FR1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1030.degrees latitude (g = 980.6199 gals.).
 FR1030
 FR1030.The modeled gravity was interpolated from observed gravity values.
 FR1030
 FR1030;                    North         East    Units  Estimated Accuracy
 FR1030;SPC AZ C     -   512,510.      143,160.      MT  (+/- 180 meters Scaled)
 FR1030
 FR1030                          SUPERSEDED SURVEY CONTROL
 FR1030
 FR1030  NGVD 29 (??/??/92) 1865.96   (m)         6121.9    (f) COMPUTED    2 2
 FR1030
 FR1030.Superseded values are not recommended for survey control.
 FR1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1030.See file dsdata.txt to determine how the superseded data were derived.
 FR1030
 FR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE467429(NAD 83)
 FR1030_MARKER: DB = BENCH MARK DISK
 FR1030_SETTING: 80 = SET IN A BOULDER
 FR1030_SP_SET: BOULDER
 FR1030_STAMPING: 80 EMH 1973 6122
 FR1030_MARK LOGO: USGS  
 FR1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1030+STABILITY: SURFACE MOTION
 FR1030
 FR1030  HISTORY     - Date     Condition        Report By
 FR1030  HISTORY     - 1973     MONUMENTED       USGS
 FR1030
 FR1030                          STATION DESCRIPTION
 FR1030
 FR1030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1030'70.2 KM (43.60 MI) NORTH FROM SELIGMAN.
 FR1030'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 1.45 MILES SOUTH ALONG A
 FR1030'DIRT ROAD, AT A SUMMIT IN THE ROAD, 42 FEET WEST OF THE CENTERLINE OF
 FR1030'THE ROAD, IN A BOULDER PROJECTING 0.3 FEET ABOVE THE GROUND.
 FR1030'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0328 ***********************************************************************
 FS0328  DESIGNATION -  801+30
 FS0328  PID         -  FS0328
 FS0328  STATE/COUNTY-  AZ/MOHAVE
 FS0328  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0328
 FS0328                         *CURRENT SURVEY CONTROL
 FS0328  ___________________________________________________________________
 FS0328* NAD 83(1986)-  35 33 30.     (N)    114 22 25.     (W)     SCALED    
 FS0328* NAVD 88     -       869.747  (meters)    2853.49   (feet)  POSTED    
 FS0328  ___________________________________________________________________
 FS0328  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0328  DYNAMIC HT  -         868.760 (meters)    2850.26  (feet)  COMP
 FS0328  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 FS0328
 FS0328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0328
 FS0328.The horizontal coordinates were scaled from a topographic map and have
 FS0328.an estimated accuracy of +/- 6 seconds.
 FS0328
 FS0328.The orthometric height was determined by differential leveling
 FS0328.and adjusted by the National Geodetic Survey in 1992..
 FS0328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0328.rate of 1.1 thru 2.0 mm/km.
 FS0328
 FS0328.The geoid height was determined by GEOID03.
 FS0328
 FS0328.The dynamic height is computed by dividing the NAVD 88
 FS0328.geopotential number by the normal gravity value computed on the
 FS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0328.degrees latitude (g = 980.6199 gals.).
 FS0328
 FS0328.The modeled gravity was interpolated from observed gravity values.
 FS0328
 FS0328;                    North         East    Units  Estimated Accuracy
 FS0328;SPC AZ W     -   505,710.      156,820.      MT  (+/- 180 meters Scaled)
 FS0328
 FS0328                          SUPERSEDED SURVEY CONTROL
 FS0328
 FS0328  NGVD 29 (??/??/92)  868.981  (m)         2850.98   (f) ADJ UNCH    1 1
 FS0328
 FS0328.Superseded values are not recommended for survey control.
 FS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0328.See file dsdata.txt to determine how the superseded data were derived.
 FS0328
 FS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV380381(NAD 83)
 FS0328_MARKER: DD = SURVEY DISK
 FS0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0328_SP_SET: CULVERT
 FS0328_STAMPING: 801+30 2851.72 1935
 FS0328_MARK LOGO: AZHD  
 FS0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0328
 FS0328  HISTORY     - Date     Condition        Report By
 FS0328  HISTORY     - 1935     MONUMENTED       AZHD
 FS0328  HISTORY     - 1949     GOOD             NGS
 FS0328  HISTORY     - 1982     GOOD             NGS
 FS0328
 FS0328                          STATION DESCRIPTION
 FS0328
 FS0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0328'12.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0328'12.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0328'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 119 1/2 FEET NORTH OF
 FS0328'MILEPOST 40, AT A DOUBLE 30-INCH CORRUGATED METAL PIPE CULVERT,
 FS0328'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 FS0328'HEAD WALL, 15.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0328'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0328
 FS0328                          STATION RECOVERY (1982)
 FS0328
 FS0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0328'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0499 ***********************************************************************
 DV0499  DESIGNATION -  802+15
 DV0499  PID         -  DV0499
 DV0499  STATE/COUNTY-  AZ/MARICOPA
 DV0499  USGS QUAD   -  TOLLESON (1982)
 DV0499
 DV0499                         *CURRENT SURVEY CONTROL
 DV0499  ___________________________________________________________________
 DV0499* NAD 83(1986)-  33 25 28.     (N)    112 21 29.     (W)     SCALED    
 DV0499* NAVD 88     -       294.89   (+/-2cm)     967.5    (feet)  VERTCON   
 DV0499  ___________________________________________________________________
 DV0499  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0499
 DV0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0499
 DV0499.The horizontal coordinates were scaled from a topographic map and have
 DV0499.an estimated accuracy of +/- 6 seconds.
 DV0499
 DV0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0499.The vertical order pertains to the NGVD 29 superseded value.
 DV0499
 DV0499.The geoid height was determined by GEOID03.
 DV0499
 DV0499;                    North         East    Units  Estimated Accuracy
 DV0499;SPC AZ C     -   268,910.      172,310.      MT  (+/- 180 meters Scaled)
 DV0499
 DV0499                          SUPERSEDED SURVEY CONTROL
 DV0499
 DV0499  NGVD 29 (??/??/92)  294.260  (m)          965.42   (f) ADJ UNCH    2 0
 DV0499
 DV0499.Superseded values are not recommended for survey control.
 DV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0499.See file dsdata.txt to determine how the superseded data were derived.
 DV0499
 DV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB737991(NAD 83)
 DV0499_MARKER: DD = SURVEY DISK
 DV0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0499_SP_SET: CULVERT
 DV0499_STAMPING: 966.18 802+15 36
 DV0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0499
 DV0499  HISTORY     - Date     Condition        Report By
 DV0499  HISTORY     - UNK      MONUMENTED       AZHD
 DV0499  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0499
 DV0499                          STATION DESCRIPTION
 DV0499
 DV0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0499'16.6 MI W FROM PHOENIX.
 DV0499'16.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO RAILROAD FROM THE UNION
 DV0499'STATION AT PHOENIX, MARICOPA COUNTY, 0.3 MILE SOUTHWEST OF THE STATION
 DV0499'AT LITCHFIELD, AT THE JUNCTION OF U.S. HIGHWAY 80 AND A ROAD LEADING
 DV0499'NORTH TO LITCHFIELD PARK, 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DV0499'16 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT UNDER
 DV0499'THE HIGHWAY, AND IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL.
 DV0499'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 966.18
 DV0499'802+15 36.  NOTE-- AMS REPORT APRIL 1960 - RECENT ROAD CONSTRUCTION
 DV0499'INDICATED MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0331 ***********************************************************************
 FS0331  DESIGNATION -  806+50
 FS0331  PID         -  FS0331
 FS0331  STATE/COUNTY-  AZ/MOHAVE
 FS0331  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0331
 FS0331                         *CURRENT SURVEY CONTROL
 FS0331  ___________________________________________________________________
 FS0331* NAD 83(1986)-  35 33 36.     (N)    114 22 27.     (W)     SCALED    
 FS0331* NAVD 88     -       868.177  (meters)    2848.34   (feet)  POSTED    
 FS0331  ___________________________________________________________________
 FS0331  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0331  DYNAMIC HT  -         867.190 (meters)    2845.11  (feet)  COMP
 FS0331  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 FS0331
 FS0331  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0331
 FS0331.The horizontal coordinates were scaled from a topographic map and have
 FS0331.an estimated accuracy of +/- 6 seconds.
 FS0331
 FS0331.The orthometric height was determined by differential leveling
 FS0331.and adjusted by the National Geodetic Survey in 1992..
 FS0331.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0331.rate of 1.1 thru 2.0 mm/km.
 FS0331
 FS0331.The geoid height was determined by GEOID03.
 FS0331
 FS0331.The dynamic height is computed by dividing the NAVD 88
 FS0331.geopotential number by the normal gravity value computed on the
 FS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0331.degrees latitude (g = 980.6199 gals.).
 FS0331
 FS0331.The modeled gravity was interpolated from observed gravity values.
 FS0331
 FS0331;                    North         East    Units  Estimated Accuracy
 FS0331;SPC AZ W     -   505,890.      156,780.      MT  (+/- 180 meters Scaled)
 FS0331
 FS0331                          SUPERSEDED SURVEY CONTROL
 FS0331
 FS0331  NGVD 29 (??/??/92)  867.410  (m)         2845.83   (f) ADJ UNCH    1 1
 FS0331
 FS0331.Superseded values are not recommended for survey control.
 FS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0331.See file dsdata.txt to determine how the superseded data were derived.
 FS0331
 FS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV379383(NAD 83)
 FS0331_MARKER: DD = SURVEY DISK
 FS0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0331_SP_SET: CULVERT
 FS0331_STAMPING: 806+50 2846.56 1935
 FS0331_MARK LOGO: AZHD  
 FS0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0331
 FS0331  HISTORY     - Date     Condition        Report By
 FS0331  HISTORY     - 1935     MONUMENTED       AZHD
 FS0331  HISTORY     - 1949     GOOD             NGS
 FS0331  HISTORY     - 1982     GOOD             NGS
 FS0331
 FS0331                          STATION DESCRIPTION
 FS0331
 FS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0331'13 MI NW FROM GRASSHOPPER JUNCTION.
 FS0331'13.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0331'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0331'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0331'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST
 FS0331'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0331'HIGHWAY.
 FS0331
 FS0331                          STATION RECOVERY (1982)
 FS0331
 FS0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0331'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0652 ***********************************************************************
 ER0652  DESIGNATION -  81 BKC
 ER0652  PID         -  ER0652
 ER0652  STATE/COUNTY-  AZ/APACHE
 ER0652  USGS QUAD   -  CERRO HUECO (1984)
 ER0652
 ER0652                         *CURRENT SURVEY CONTROL
 ER0652  ___________________________________________________________________
 ER0652* NAD 83(1986)-  34 16 05.     (N)    109 35 49.     (W)     SCALED    
 ER0652* NAVD 88     -      2235.009  (meters)    7332.69   (feet)  ADJUSTED  
 ER0652  ___________________________________________________________________
 ER0652  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 ER0652  DYNAMIC HT  -        2231.614 (meters)    7321.55  (feet)  COMP
 ER0652  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 ER0652
 ER0652  VERT ORDER  -  SECOND    CLASS 0
 ER0652
 ER0652.The horizontal coordinates were scaled from a topographic map and have
 ER0652.an estimated accuracy of +/- 6 seconds.
 ER0652
 ER0652.The orthometric height was determined by differential leveling
 ER0652.and adjusted by the National Geodetic Survey in June 1991..
 ER0652
 ER0652.The geoid height was determined by GEOID03.
 ER0652
 ER0652.The dynamic height is computed by dividing the NAVD 88
 ER0652.geopotential number by the normal gravity value computed on the
 ER0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0652.degrees latitude (g = 980.6199 gals.).
 ER0652
 ER0652.The modeled gravity was interpolated from observed gravity values.
 ER0652
 ER0652;                    North         East    Units  Estimated Accuracy
 ER0652;SPC AZ E     -   362,530.      265,820.      MT  (+/- 180 meters Scaled)
 ER0652
 ER0652                          SUPERSEDED SURVEY CONTROL
 ER0652
 ER0652.No superseded survey control is available for this station.
 ER0652
 ER0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC291927(NAD 83)
 ER0652_MARKER: DB = BENCH MARK DISK
 ER0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0652_SP_SET: COPPER-CLAD STEEL ROD
 ER0652_STAMPING: 81 BKC 1968 7330
 ER0652_MARK LOGO: USGS  
 ER0652_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0652+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0652
 ER0652  HISTORY     - Date     Condition        Report By
 ER0652  HISTORY     - 1968     MONUMENTED       USGS
 ER0652  HISTORY     - 20050729 GOOD             USPSQD
 ER0652
 ER0652                          STATION DESCRIPTION
 ER0652
 ER0652'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0652'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 22.0 MILES
 ER0652'NORTHWEST ALONG U S HIGHWAY 60, 84 FEET NORTHWEST OF A POWER POLE, 74
 ER0652'FEET SOUTH OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST, 1 FOOT
 ER0652'NORTH OF A FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0652'PIPE FLUSH WITH THE GROUND.
 ER0652
 ER0652                          STATION RECOVERY (2005)
 ER0652
 ER0652'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0621 ***********************************************************************
 FP0621  DESIGNATION -  81 DOR
 FP0621  PID         -  FP0621
 FP0621  STATE/COUNTY-  AZ/APACHE
 FP0621  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0621
 FP0621                         *CURRENT SURVEY CONTROL
 FP0621  ___________________________________________________________________
 FP0621* NAD 83(1986)-  35 05 23.     (N)    109 31 24.     (W)     SCALED    
 FP0621* NAVD 88     -      1729.759  (meters)    5675.05   (feet)  ADJUSTED  
 FP0621  ___________________________________________________________________
 FP0621  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FP0621  DYNAMIC HT  -        1727.330 (meters)    5667.08  (feet)  COMP
 FP0621  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FP0621
 FP0621  VERT ORDER  -  SECOND    CLASS II
 FP0621
 FP0621.The horizontal coordinates were scaled from a topographic map and have
 FP0621.an estimated accuracy of +/- 6 seconds.
 FP0621
 FP0621.The orthometric height was determined by differential leveling
 FP0621.and adjusted by the National Geodetic Survey in June 1991..
 FP0621
 FP0621.The geoid height was determined by GEOID03.
 FP0621
 FP0621.The dynamic height is computed by dividing the NAVD 88
 FP0621.geopotential number by the normal gravity value computed on the
 FP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0621.degrees latitude (g = 980.6199 gals.).
 FP0621
 FP0621.The modeled gravity was interpolated from observed gravity values.
 FP0621
 FP0621;                    North         East    Units  Estimated Accuracy
 FP0621;SPC AZ E     -   453,720.      272,020.      MT  (+/- 180 meters Scaled)
 FP0621
 FP0621                          SUPERSEDED SURVEY CONTROL
 FP0621
 FP0621  NGVD 29 (??/??/92) 1728.81   (m)         5671.9    (f) COMPUTED    2 2
 FP0621
 FP0621.Superseded values are not recommended for survey control.
 FP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0621.See file dsdata.txt to determine how the superseded data were derived.
 FP0621
 FP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346839(NAD 83)
 FP0621_MARKER: DB = BENCH MARK DISK
 FP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0621_SP_SET: CONCRETE POST
 FP0621_STAMPING: 81 DOR 1972 5672
 FP0621_MARK LOGO: USGS  
 FP0621_PROJECTION: PROJECTING 15 CENTIMETERS
 FP0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0621+STABILITY: SURFACE MOTION
 FP0621
 FP0621  HISTORY     - Date     Condition        Report By
 FP0621  HISTORY     - 1972     MONUMENTED       USGS
 FP0621
 FP0621                          STATION DESCRIPTION
 FP0621
 FP0621'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0621'5.5 KM (3.40 MI) SOUTH FROM NAVAJO.
 FP0621'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0621'ROAD TO A T-ROAD SOUTH, THENCE 3.3 MILES SOUTH, 0.3 MILES SOUTH OF A
 FP0621'CATTLEGUARD, 71 FEET WEST OF THE ROAD, AND 32 FEET WEST OF A FENCE.
 FP0621'THE MARK IS 5 FT  S FROM  1/4 CORNER
 FP0621'THE MARK IS 1.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0428 ***********************************************************************
 GQ0428  DESIGNATION -  81 DOR
 GQ0428  PID         -  GQ0428
 GQ0428  STATE/COUNTY-  AZ/MOHAVE
 GQ0428  USGS QUAD   -  LIZARD POINT (1979)
 GQ0428
 GQ0428                         *CURRENT SURVEY CONTROL
 GQ0428  ___________________________________________________________________
 GQ0428* NAD 83(1986)-  36 58 31.     (N)    113 36 03.     (W)     SCALED    
 GQ0428* NAVD 88     -       856.997  (meters)    2811.66   (feet)  POSTED    
 GQ0428  ___________________________________________________________________
 GQ0428  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0428  DYNAMIC HT  -         856.120 (meters)    2808.79  (feet)  COMP
 GQ0428  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 GQ0428
 GQ0428  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0428
 GQ0428.The horizontal coordinates were scaled from a topographic map and have
 GQ0428.an estimated accuracy of +/- 6 seconds.
 GQ0428
 GQ0428.The orthometric height was determined by differential leveling
 GQ0428.and adjusted by the National Geodetic Survey in 1992..
 GQ0428.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0428.rate of 0.0 thru 1.0 mm/km.
 GQ0428
 GQ0428.The geoid height was determined by GEOID03.
 GQ0428
 GQ0428.The dynamic height is computed by dividing the NAVD 88
 GQ0428.geopotential number by the normal gravity value computed on the
 GQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0428.degrees latitude (g = 980.6199 gals.).
 GQ0428
 GQ0428.The modeled gravity was interpolated from observed gravity values.
 GQ0428
 GQ0428;                    North         East    Units  Estimated Accuracy
 GQ0428;SPC AZ W     -   662,760.      226,640.      MT  (+/- 180 meters Scaled)
 GQ0428
 GQ0428                          SUPERSEDED SURVEY CONTROL
 GQ0428
 GQ0428  NGVD 29 (??/??/92)  856.17   (m)         2809.0    (f) COMPUTED    3 0
 GQ0428
 GQ0428.Superseded values are not recommended for survey control.
 GQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0428.See file dsdata.txt to determine how the superseded data were derived.
 GQ0428
 GQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF684952(NAD 83)
 GQ0428_MARKER: DB = BENCH MARK DISK
 GQ0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0428_SP_SET: COPPER-CLAD STEEL ROD
 GQ0428_STAMPING: 81 DOR 1970 2809
 GQ0428_MARK LOGO: USGS  
 GQ0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0428
 GQ0428  HISTORY     - Date     Condition        Report By
 GQ0428  HISTORY     - 1970     MONUMENTED       USGS
 GQ0428
 GQ0428                          STATION DESCRIPTION
 GQ0428
 GQ0428'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0428'15.3 KM (9.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0428'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0428'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0428'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD,
 GQ0428'THENCE 2.2 MILES SOUTHWEST, 0.1 MILE WEST OF AN EARTH WATER HOLDING
 GQ0428'TANK, 20 FEET SOUTH OF THE ROAD, 10 FEET SOUTHEAST OF A USGLO BRASS
 GQ0428'CAP STAMPED 1/4 S4 S9 1921.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0428'PROJECTING 3-INCHES.
 GQ0428'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1031 ***********************************************************************
 FR1031  DESIGNATION -  81 EMH
 FR1031  PID         -  FR1031
 FR1031  STATE/COUNTY-  AZ/COCONINO
 FR1031  USGS QUAD   -  BLACK TANK (1980)
 FR1031
 FR1031                         *CURRENT SURVEY CONTROL
 FR1031  ___________________________________________________________________
 FR1031* NAD 83(1986)-  35 38 02.     (N)    112 41 36.     (W)     SCALED    
 FR1031* NAVD 88     -      1797.817  (meters)    5898.34   (feet)  POSTED    
 FR1031  ___________________________________________________________________
 FR1031  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR1031  DYNAMIC HT  -        1795.470 (meters)    5890.64  (feet)  COMP
 FR1031  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 FR1031
 FR1031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1031
 FR1031.The horizontal coordinates were scaled from a topographic map and have
 FR1031.an estimated accuracy of +/- 6 seconds.
 FR1031
 FR1031.The orthometric height was determined by differential leveling
 FR1031.and adjusted by the National Geodetic Survey in 1992..
 FR1031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1031.rate of 0.0 thru 1.0 mm/km.
 FR1031
 FR1031.The geoid height was determined by GEOID03.
 FR1031
 FR1031.The dynamic height is computed by dividing the NAVD 88
 FR1031.geopotential number by the normal gravity value computed on the
 FR1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1031.degrees latitude (g = 980.6199 gals.).
 FR1031
 FR1031.The modeled gravity was interpolated from observed gravity values.
 FR1031
 FR1031;                    North         East    Units  Estimated Accuracy
 FR1031;SPC AZ C     -   514,170.      143,020.      MT  (+/- 180 meters Scaled)
 FR1031
 FR1031                          SUPERSEDED SURVEY CONTROL
 FR1031
 FR1031  NGVD 29 (??/??/92) 1796.93   (m)         5895.4    (f) COMPUTED    2 2
 FR1031
 FR1031.Superseded values are not recommended for survey control.
 FR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1031.See file dsdata.txt to determine how the superseded data were derived.
 FR1031
 FR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE466446(NAD 83)
 FR1031_MARKER: DB = BENCH MARK DISK
 FR1031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1031_SP_SET: COPPER-CLAD STEEL ROD
 FR1031_STAMPING: 81 EMH 1973 5896
 FR1031_MARK LOGO: USGS  
 FR1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1031
 FR1031  HISTORY     - Date     Condition        Report By
 FR1031  HISTORY     - 1973     MONUMENTED       USGS
 FR1031
 FR1031                          STATION DESCRIPTION
 FR1031
 FR1031'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1031'71.8 KM (44.60 MI) NORTH FROM SELIGMAN.
 FR1031'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 0.4 MILES SOUTH ALONG A
 FR1031'DIRT ROAD, AT THE OUTSIDE OF A CURVE RIGHT, 178 FEET NORTHWEST OF A
 FR1031'LARGE DRAIN CROSSING, 28 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FR1031'ROD DEPTH UNKNOWN.
 FR1031'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0905 ***********************************************************************
 DV0905  DESIGNATION -  81 Z
 DV0905  PID         -  DV0905
 DV0905  STATE/COUNTY-  AZ/MARICOPA
 DV0905  USGS QUAD   -  BUCKEYE NW (1982)
 DV0905
 DV0905                         *CURRENT SURVEY CONTROL
 DV0905  ___________________________________________________________________
 DV0905* NAD 83(1986)-  33 25 14.     (N)    112 37 33.     (W)     SCALED    
 DV0905* NAVD 88     -       312.61   (+/-2cm)    1025.6    (feet)  VERTCON   
 DV0905  ___________________________________________________________________
 DV0905  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0905
 DV0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0905
 DV0905.The horizontal coordinates were scaled from a topographic map and have
 DV0905.an estimated accuracy of +/- 6 seconds.
 DV0905
 DV0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0905.The vertical order pertains to the NGVD 29 superseded value.
 DV0905
 DV0905.The geoid height was determined by GEOID03.
 DV0905
 DV0905;                    North         East    Units  Estimated Accuracy
 DV0905;SPC AZ C     -   268,620.      147,410.      MT  (+/- 180 meters Scaled)
 DV0905
 DV0905                          SUPERSEDED SURVEY CONTROL
 DV0905
 DV0905  NGVD 29 (??/??/92)  311.963  (m)         1023.50   (f) ADJ UNCH    2 0
 DV0905
 DV0905.Superseded values are not recommended for survey control.
 DV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0905.See file dsdata.txt to determine how the superseded data were derived.
 DV0905
 DV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB488990(NAD 83)
 DV0905_MARKER: DD = SURVEY DISK
 DV0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0905_STAMPING: 81 Z 1962
 DV0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0905+STABILITY: SURFACE MOTION
 DV0905
 DV0905  HISTORY     - Date     Condition        Report By
 DV0905  HISTORY     - 1962     MONUMENTED       AZHD
 DV0905  HISTORY     - 1962     GOOD             NGS
 DV0905
 DV0905                          STATION DESCRIPTION
 DV0905
 DV0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0905'6.7 MI SE FROM BUCKEYE.
 DV0905'0.5 MILE SOUTH OF H 416 81.  AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0905'STAMPED 81 Z 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0905'GROUND, 45 FEET WEST OF CENTER OF A NORTH-SOUTH ROAD, 57 FEET SOUTH OF
 DV0905'CENTER OF GRAVEL ROAD WEST, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DV0905'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0135 ***********************************************************************
 CZ0135  DESIGNATION -  81+10.5
 CZ0135  PID         -  CZ0135
 CZ0135  STATE/COUNTY-  AZ/PIMA
 CZ0135  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0135
 CZ0135                         *CURRENT SURVEY CONTROL
 CZ0135  ___________________________________________________________________
 CZ0135* NAD 83(1986)-  32 15 37.     (N)    110 58 41.     (W)     SCALED    
 CZ0135* NAVD 88     -       713.16   (+/-2cm)    2339.8    (feet)  VERTCON   
 CZ0135  ___________________________________________________________________
 CZ0135  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0135
 CZ0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0135
 CZ0135.The horizontal coordinates were scaled from a topographic map and have
 CZ0135.an estimated accuracy of +/- 6 seconds.
 CZ0135
 CZ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0135.The vertical order pertains to the NGVD 29 superseded value.
 CZ0135
 CZ0135.The geoid height was determined by GEOID03.
 CZ0135
 CZ0135;                    North         East    Units  Estimated Accuracy
 CZ0135;SPC AZ C     -   140,110.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0135
 CZ0135                          SUPERSEDED SURVEY CONTROL
 CZ0135
 CZ0135  NGVD 29 (??/??/92)  712.498  (m)         2337.59   (f) ADJ UNCH    1 2
 CZ0135
 CZ0135.Superseded values are not recommended for survey control.
 CZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0135.See file dsdata.txt to determine how the superseded data were derived.
 CZ0135
 CZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020692(NAD 83)
 CZ0135_MARKER: DD = SURVEY DISK
 CZ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0135_SP_SET: CULVERT
 CZ0135_STAMPING: 2338.33 1937 81+10.5
 CZ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0135
 CZ0135  HISTORY     - Date     Condition        Report By
 CZ0135  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0135  HISTORY     - 1951     GOOD             NGS
 CZ0135  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0135
 CZ0135                          STATION DESCRIPTION
 CZ0135
 CZ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0135'3.0 MI N FROM TUCSON.
 CZ0135'3.0 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0135'BANK AT TUCSON, AT THE JUNCTION OF ST. HIGHWAY 84 LEADING NORTHWEST TO
 CZ0135'CASA GRANDE, AT THE SOUTHEAST EDGE OF A LARGE CIRCLE AND THE NORTHWEST
 CZ0135'EDGE OF A LARGE TRIANGULATION FORMED BY THE JUNCTION, AT A POINT WHERE
 CZ0135'A ONE WAY STRIP (SOUTHWEST TO NORTHEAST) CONNECTING THE NORTH-SOUTH
 CZ0135'BOUND TRAFFIC LANES OF HIGHWAYS 80 AND 89, AT A 4 X 8 FEET CONCRETE
 CZ0135'BOX CULVERT OVER A NORTHWEST-SOUTHEAST DRAINAGE DITCH, IN TOP OF THE
 CZ0135'CENTER OF THE SOUTHEAST CONCRETE HEADWALL, ABOUT MIDWAY BETWEEN NORTH
 CZ0135'AND SOUTH BOUND TRAFFIC LANES, 18 FEET SOUTHEAST OF AND ABOUT 1 FOOT
 CZ0135'HIGHER THAN THE ONE WAY STRIP.
 CZ0135
 CZ0135                          STATION RECOVERY (2006)
 CZ0135
 CZ0135'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0135'MARK NOT FOUND. INTERSECTION DESIGN TOTALLY REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0326 ***********************************************************************
 FS0326  DESIGNATION -  811+70
 FS0326  PID         -  FS0326
 FS0326  STATE/COUNTY-  AZ/MOHAVE
 FS0326  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0326
 FS0326                         *CURRENT SURVEY CONTROL
 FS0326  ___________________________________________________________________
 FS0326* NAD 83(1986)-  35 33 40.     (N)    114 22 29.     (W)     SCALED    
 FS0326* NAVD 88     -       866.588  (meters)    2843.13   (feet)  POSTED    
 FS0326  ___________________________________________________________________
 FS0326  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0326  DYNAMIC HT  -         865.600 (meters)    2839.89  (feet)  COMP
 FS0326  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 FS0326
 FS0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0326
 FS0326.The horizontal coordinates were scaled from a topographic map and have
 FS0326.an estimated accuracy of +/- 6 seconds.
 FS0326
 FS0326.The orthometric height was determined by differential leveling
 FS0326.and adjusted by the National Geodetic Survey in 1992..
 FS0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0326.rate of 1.1 thru 2.0 mm/km.
 FS0326
 FS0326.The geoid height was determined by GEOID03.
 FS0326
 FS0326.The dynamic height is computed by dividing the NAVD 88
 FS0326.geopotential number by the normal gravity value computed on the
 FS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0326.degrees latitude (g = 980.6199 gals.).
 FS0326
 FS0326.The modeled gravity was interpolated from observed gravity values.
 FS0326
 FS0326;                    North         East    Units  Estimated Accuracy
 FS0326;SPC AZ W     -   506,020.      156,730.      MT  (+/- 180 meters Scaled)
 FS0326
 FS0326                          SUPERSEDED SURVEY CONTROL
 FS0326
 FS0326  NGVD 29 (??/??/92)  865.822  (m)         2840.62   (f) ADJ UNCH    1 1
 FS0326
 FS0326.Superseded values are not recommended for survey control.
 FS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0326.See file dsdata.txt to determine how the superseded data were derived.
 FS0326
 FS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV379384(NAD 83)
 FS0326_MARKER: DD = SURVEY DISK
 FS0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0326_SP_SET: CULVERT
 FS0326_STAMPING: 811+70 2841.40 1935
 FS0326_MARK LOGO: AZHD  
 FS0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0326
 FS0326  HISTORY     - Date     Condition        Report By
 FS0326  HISTORY     - 1935     MONUMENTED       AZHD
 FS0326  HISTORY     - 1949     GOOD             NGS
 FS0326  HISTORY     - 1982     GOOD             NGS
 FS0326
 FS0326                          STATION DESCRIPTION
 FS0326
 FS0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0326'13.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0326'13.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0326'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0326'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0326'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST
 FS0326'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0326'HIGHWAY.
 FS0326
 FS0326                          STATION RECOVERY (1982)
 FS0326
 FS0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0326'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0322 ***********************************************************************
 DA0322  DESIGNATION -  81+40
 DA0322  PID         -  DA0322
 DA0322  STATE/COUNTY-  AZ/PIMA
 DA0322  USGS QUAD   -  AJO SOUTH (1990)
 DA0322
 DA0322                         *CURRENT SURVEY CONTROL
 DA0322  ___________________________________________________________________
 DA0322* NAD 83(1986)-  32 21 59.     (N)    112 50 25.     (W)     SCALED    
 DA0322* NAVD 88     -       521.899  (meters)    1712.26   (feet)  ADJUSTED  
 DA0322  ___________________________________________________________________
 DA0322  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0322  DYNAMIC HT  -         521.232 (meters)    1710.08  (feet)  COMP
 DA0322  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 DA0322
 DA0322  VERT ORDER  -  FIRST     CLASS II
 DA0322
 DA0322.The horizontal coordinates were scaled from a topographic map and have
 DA0322.an estimated accuracy of +/- 6 seconds.
 DA0322
 DA0322.The orthometric height was determined by differential leveling
 DA0322.and adjusted by the National Geodetic Survey in June 1991..
 DA0322
 DA0322.The geoid height was determined by GEOID03.
 DA0322
 DA0322.The dynamic height is computed by dividing the NAVD 88
 DA0322.geopotential number by the normal gravity value computed on the
 DA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0322.degrees latitude (g = 980.6199 gals.).
 DA0322
 DA0322.The modeled gravity was interpolated from observed gravity values.
 DA0322
 DA0322;                    North         East    Units  Estimated Accuracy
 DA0322;SPC AZ C     -   151,870.      126,440.      MT  (+/- 180 meters Scaled)
 DA0322
 DA0322                          SUPERSEDED SURVEY CONTROL
 DA0322
 DA0322  NGVD 29 (??/??/92)  521.223  (m)         1710.05   (f) ADJ UNCH    1 2
 DA0322
 DA0322.Superseded values are not recommended for survey control.
 DA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0322.See file dsdata.txt to determine how the superseded data were derived.
 DA0322
 DA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA268825(NAD 83)
 DA0322_MARKER: DD = SURVEY DISK
 DA0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0322_SP_SET: CULVERT
 DA0322_STAMPING: 1710.19 81+40 1938
 DA0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0322+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0322
 DA0322  HISTORY     - Date     Condition        Report By
 DA0322  HISTORY     - 1938     MONUMENTED       AZHD
 DA0322  HISTORY     - 1961     GOOD             NGS
 DA0322  HISTORY     - 1981     GOOD             NGS
 DA0322  HISTORY     - 20060218 GOOD             USPSQD
 DA0322
 DA0322                          STATION DESCRIPTION
 DA0322
 DA0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0322'1.5 MI SE FROM AJO.
 DA0322'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0322'RAILROAD FROM THE STATION AT AJO.  THENCE 1.35 MILE SOUTHEAST ALONG
 DA0322'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0322'HEAD WALL OF A CONCRETE CULVERT, 26 FEET SOUTHWEST OF THE CENTER LINE
 DA0322'OF THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DA0322
 DA0322                          STATION RECOVERY (1981)
 DA0322
 DA0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0322'RECOVERED IN GOOD CONDITION.
 DA0322
 DA0322                          STATION RECOVERY (2006)
 DA0322
 DA0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0327 ***********************************************************************
 FS0327  DESIGNATION -  816+90
 FS0327  PID         -  FS0327
 FS0327  STATE/COUNTY-  AZ/MOHAVE
 FS0327  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0327
 FS0327                         *CURRENT SURVEY CONTROL
 FS0327  ___________________________________________________________________
 FS0327* NAD 83(1986)-  35 33 46.     (N)    114 22 33.     (W)     SCALED    
 FS0327* NAVD 88     -       865.011  (meters)    2837.96   (feet)  POSTED    
 FS0327  ___________________________________________________________________
 FS0327  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0327  DYNAMIC HT  -         864.030 (meters)    2834.74  (feet)  COMP
 FS0327  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 FS0327
 FS0327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0327
 FS0327.The horizontal coordinates were scaled from a topographic map and have
 FS0327.an estimated accuracy of +/- 6 seconds.
 FS0327
 FS0327.The orthometric height was determined by differential leveling
 FS0327.and adjusted by the National Geodetic Survey in 1992..
 FS0327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0327.rate of 1.1 thru 2.0 mm/km.
 FS0327
 FS0327.The geoid height was determined by GEOID03.
 FS0327
 FS0327.The dynamic height is computed by dividing the NAVD 88
 FS0327.geopotential number by the normal gravity value computed on the
 FS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0327.degrees latitude (g = 980.6199 gals.).
 FS0327
 FS0327.The modeled gravity was interpolated from observed gravity values.
 FS0327
 FS0327;                    North         East    Units  Estimated Accuracy
 FS0327;SPC AZ W     -   506,200.      156,630.      MT  (+/- 180 meters Scaled)
 FS0327
 FS0327                          SUPERSEDED SURVEY CONTROL
 FS0327
 FS0327  NGVD 29 (??/??/92)  864.244  (m)         2835.44   (f) ADJ UNCH    1 1
 FS0327
 FS0327.Superseded values are not recommended for survey control.
 FS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0327.See file dsdata.txt to determine how the superseded data were derived.
 FS0327
 FS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV378386(NAD 83)
 FS0327_MARKER: DD = SURVEY DISK
 FS0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0327_SP_SET: CULVERT
 FS0327_STAMPING: 816+90 2836.18 1935
 FS0327_MARK LOGO: AZHD  
 FS0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0327
 FS0327  HISTORY     - Date     Condition        Report By
 FS0327  HISTORY     - 1935     MONUMENTED       AZHD
 FS0327  HISTORY     - 1949     GOOD             NGS
 FS0327  HISTORY     - 1982     GOOD             NGS
 FS0327  HISTORY     - 19870209 MARK NOT FOUND   USPSQD
 FS0327
 FS0327                          STATION DESCRIPTION
 FS0327
 FS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0327'13.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0327'13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0327'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0327'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0327'CENTER OF THE SOUTHWEST HEAD WALL, 15.8 FEET SOUTHWEST OF
 FS0327'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0327
 FS0327                          STATION RECOVERY (1982)
 FS0327
 FS0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0327'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0327
 FS0327                          STATION RECOVERY (1987)
 FS0327
 FS0327'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGP)
 FS0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0653 ***********************************************************************
 ER0653  DESIGNATION -  82 BKC
 ER0653  PID         -  ER0653
 ER0653  STATE/COUNTY-  AZ/APACHE
 ER0653  USGS QUAD   -  CERRO HUECO (1984)
 ER0653
 ER0653                         *CURRENT SURVEY CONTROL
 ER0653  ___________________________________________________________________
 ER0653* NAD 83(1986)-  34 16 00.     (N)    109 36 47.     (W)     SCALED    
 ER0653* NAVD 88     -      2176.887  (meters)    7142.00   (feet)  ADJUSTED  
 ER0653  ___________________________________________________________________
 ER0653  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 ER0653  DYNAMIC HT  -        2173.582 (meters)    7131.16  (feet)  COMP
 ER0653  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 ER0653
 ER0653  VERT ORDER  -  SECOND    CLASS 0
 ER0653
 ER0653.The horizontal coordinates were scaled from a topographic map and have
 ER0653.an estimated accuracy of +/- 6 seconds.
 ER0653
 ER0653.The orthometric height was determined by differential leveling
 ER0653.and adjusted by the National Geodetic Survey in June 1991..
 ER0653
 ER0653.The geoid height was determined by GEOID03.
 ER0653
 ER0653.The dynamic height is computed by dividing the NAVD 88
 ER0653.geopotential number by the normal gravity value computed on the
 ER0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0653.degrees latitude (g = 980.6199 gals.).
 ER0653
 ER0653.The modeled gravity was interpolated from observed gravity values.
 ER0653
 ER0653;                    North         East    Units  Estimated Accuracy
 ER0653;SPC AZ E     -   362,370.      264,340.      MT  (+/- 180 meters Scaled)
 ER0653
 ER0653                          SUPERSEDED SURVEY CONTROL
 ER0653
 ER0653.No superseded survey control is available for this station.
 ER0653
 ER0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC276925(NAD 83)
 ER0653_MARKER: DB = BENCH MARK DISK
 ER0653_SETTING: 66 = SET IN ROCK OUTCROP
 ER0653_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0653_STAMPING: 82 BKC 1968 7139
 ER0653_MARK LOGO: USGS  
 ER0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0653+STABILITY: POSITION/ELEVATION WELL
 ER0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0653+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0653
 ER0653  HISTORY     - Date     Condition        Report By
 ER0653  HISTORY     - 1968     MONUMENTED       USGS
 ER0653  HISTORY     - 20050729 GOOD             USPSQD
 ER0653
 ER0653                          STATION DESCRIPTION
 ER0653
 ER0653'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0653'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 22.9 MILES
 ER0653'NORTHWEST ALONG U S HIGHWAY 60, 54 FEET NORTH OF THE HIGHWAY, 32 FEET
 ER0653'SOUTHEAST OF A WITNESS MARKER NAILED TO A JUNIPER TREE, 17 FEET NORTH
 ER0653'OF A CAIRN, SET IN A ROCK OUTCROP.
 ER0653
 ER0653                          STATION RECOVERY (2005)
 ER0653
 ER0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0653'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0622 ***********************************************************************
 FP0622  DESIGNATION -  82 DOR
 FP0622  PID         -  FP0622
 FP0622  STATE/COUNTY-  AZ/APACHE
 FP0622  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0622
 FP0622                         *CURRENT SURVEY CONTROL
 FP0622  ___________________________________________________________________
 FP0622* NAD 83(1986)-  35 04 30.     (N)    109 31 24.     (W)     SCALED    
 FP0622* NAVD 88     -      1751.665  (meters)    5746.92   (feet)  ADJUSTED  
 FP0622  ___________________________________________________________________
 FP0622  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FP0622  DYNAMIC HT  -        1749.199 (meters)    5738.83  (feet)  COMP
 FP0622  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 FP0622
 FP0622  VERT ORDER  -  SECOND    CLASS II
 FP0622
 FP0622.The horizontal coordinates were scaled from a topographic map and have
 FP0622.an estimated accuracy of +/- 6 seconds.
 FP0622
 FP0622.The orthometric height was determined by differential leveling
 FP0622.and adjusted by the National Geodetic Survey in June 1991..
 FP0622
 FP0622.The geoid height was determined by GEOID03.
 FP0622
 FP0622.The dynamic height is computed by dividing the NAVD 88
 FP0622.geopotential number by the normal gravity value computed on the
 FP0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0622.degrees latitude (g = 980.6199 gals.).
 FP0622
 FP0622.The modeled gravity was interpolated from observed gravity values.
 FP0622
 FP0622;                    North         East    Units  Estimated Accuracy
 FP0622;SPC AZ E     -   452,080.      272,030.      MT  (+/- 180 meters Scaled)
 FP0622
 FP0622                          SUPERSEDED SURVEY CONTROL
 FP0622
 FP0622  NGVD 29 (??/??/92) 1750.71   (m)         5743.8    (f) COMPUTED    2 2
 FP0622
 FP0622.Superseded values are not recommended for survey control.
 FP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0622.See file dsdata.txt to determine how the superseded data were derived.
 FP0622
 FP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346823(NAD 83)
 FP0622_MARKER: DB = BENCH MARK DISK
 FP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0622_SP_SET: CONCRETE POST
 FP0622_STAMPING: 82 DOR 1972 5744
 FP0622_MARK LOGO: USGS  
 FP0622_PROJECTION: PROJECTING 13 CENTIMETERS
 FP0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0622+STABILITY: SURFACE MOTION
 FP0622
 FP0622  HISTORY     - Date     Condition        Report By
 FP0622  HISTORY     - 1972     MONUMENTED       USGS
 FP0622
 FP0622                          STATION DESCRIPTION
 FP0622
 FP0622'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0622'7.1 KM (4.40 MI) SOUTH FROM NAVAJO.
 FP0622'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0622'ROAD TO A T-ROAD SOUTH, THENCE 4.3 MILES SOUTH TO A Y-ROAD JUNCTION,
 FP0622'36 FEET WEST OF THE ROAD, 7.5 FEET SOUTH OF A SMALL SANDSTONE MARKER
 FP0622'MARKED - 1/4, 6 FEET SOUTH OF A BRASS CAP ON AN 1-1/4 INCH PIPE
 FP0622'PROJECTING 1.4 FEET STAMPED -LS 5704 R26E R27E S1 S6 1/4 T19N 1972- ,
 FP0622'1 FEET EAST OF A FENCELINE.
 FP0622'THE MARK IS 1.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0429 ***********************************************************************
 GQ0429  DESIGNATION -  82 DOR
 GQ0429  PID         -  GQ0429
 GQ0429  STATE/COUNTY-  AZ/MOHAVE
 GQ0429  USGS QUAD   -  LIZARD POINT (1979)
 GQ0429
 GQ0429                         *CURRENT SURVEY CONTROL
 GQ0429  ___________________________________________________________________
 GQ0429* NAD 83(1986)-  36 58 50.     (N)    113 34 59.     (W)     SCALED    
 GQ0429* NAVD 88     -       864.898  (meters)    2837.59   (feet)  POSTED    
 GQ0429  ___________________________________________________________________
 GQ0429  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 GQ0429  DYNAMIC HT  -         864.020 (meters)    2834.71  (feet)  COMP
 GQ0429  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 GQ0429
 GQ0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0429
 GQ0429.The horizontal coordinates were scaled from a topographic map and have
 GQ0429.an estimated accuracy of +/- 6 seconds.
 GQ0429
 GQ0429.The orthometric height was determined by differential leveling
 GQ0429.and adjusted by the National Geodetic Survey in 1992..
 GQ0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0429.rate of 0.0 thru 1.0 mm/km.
 GQ0429
 GQ0429.The geoid height was determined by GEOID03.
 GQ0429
 GQ0429.The dynamic height is computed by dividing the NAVD 88
 GQ0429.geopotential number by the normal gravity value computed on the
 GQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0429.degrees latitude (g = 980.6199 gals.).
 GQ0429
 GQ0429.The modeled gravity was interpolated from observed gravity values.
 GQ0429
 GQ0429;                    North         East    Units  Estimated Accuracy
 GQ0429;SPC AZ W     -   663,350.      228,220.      MT  (+/- 180 meters Scaled)
 GQ0429
 GQ0429                          SUPERSEDED SURVEY CONTROL
 GQ0429
 GQ0429  NGVD 29 (??/??/92)  864.08   (m)         2834.9    (f) COMPUTED    3 0
 GQ0429
 GQ0429.Superseded values are not recommended for survey control.
 GQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0429.See file dsdata.txt to determine how the superseded data were derived.
 GQ0429
 GQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF700958(NAD 83)
 GQ0429_MARKER: DB = BENCH MARK DISK
 GQ0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0429_SP_SET: COPPER-CLAD STEEL ROD
 GQ0429_STAMPING: 82 DOR 1970 2835
 GQ0429_MARK LOGO: USGS  
 GQ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0429
 GQ0429  HISTORY     - Date     Condition        Report By
 GQ0429  HISTORY     - 1970     MONUMENTED       USGS
 GQ0429
 GQ0429                          STATION DESCRIPTION
 GQ0429
 GQ0429'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0429'13.5 KM (8.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0429'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0429'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0429'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD,
 GQ0429'THENCE 1.1 MILES SOUTHWEST TO THE TOP OF A SLIGHT RISE, 38 FEET NORTH
 GQ0429'OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING
 GQ0429'3-INCHES.
 GQ0429'THE MARK IS 2 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1032 ***********************************************************************
 FR1032  DESIGNATION -  82 EMH
 FR1032  PID         -  FR1032
 FR1032  STATE/COUNTY-  AZ/COCONINO
 FR1032  USGS QUAD   -  BLACK TANK (1980)
 FR1032
 FR1032                         *CURRENT SURVEY CONTROL
 FR1032  ___________________________________________________________________
 FR1032* NAD 83(1986)-  35 38 27.     (N)    112 40 51.     (W)     SCALED    
 FR1032* NAVD 88     -      1770.339  (meters)    5808.19   (feet)  POSTED    
 FR1032  ___________________________________________________________________
 FR1032  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FR1032  DYNAMIC HT  -        1768.040 (meters)    5800.64  (feet)  COMP
 FR1032  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 FR1032
 FR1032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1032
 FR1032.The horizontal coordinates were scaled from a topographic map and have
 FR1032.an estimated accuracy of +/- 6 seconds.
 FR1032
 FR1032.The orthometric height was determined by differential leveling
 FR1032.and adjusted by the National Geodetic Survey in 1992..
 FR1032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1032.rate of 0.0 thru 1.0 mm/km.
 FR1032
 FR1032.The geoid height was determined by GEOID03.
 FR1032
 FR1032.The dynamic height is computed by dividing the NAVD 88
 FR1032.geopotential number by the normal gravity value computed on the
 FR1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1032.degrees latitude (g = 980.6199 gals.).
 FR1032
 FR1032.The modeled gravity was interpolated from observed gravity values.
 FR1032
 FR1032;                    North         East    Units  Estimated Accuracy
 FR1032;SPC AZ C     -   514,930.      144,160.      MT  (+/- 180 meters Scaled)
 FR1032
 FR1032                          SUPERSEDED SURVEY CONTROL
 FR1032
 FR1032  NGVD 29 (??/??/92) 1769.46   (m)         5805.3    (f) COMPUTED    2 2
 FR1032
 FR1032.Superseded values are not recommended for survey control.
 FR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1032.See file dsdata.txt to determine how the superseded data were derived.
 FR1032
 FR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE478454(NAD 83)
 FR1032_MARKER: DB = BENCH MARK DISK
 FR1032_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1032_SP_SET: COPPER-CLAD STEEL ROD
 FR1032_STAMPING: 82 EMH 1973 5805
 FR1032_MARK LOGO: USGS  
 FR1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1032
 FR1032  HISTORY     - Date     Condition        Report By
 FR1032  HISTORY     - 1973     MONUMENTED       USGS
 FR1032
 FR1032                          STATION DESCRIPTION
 FR1032
 FR1032'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1032'73.4 KM (45.60 MI) NORTH FROM SELIGMAN.
 FR1032'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 0.6 MILES NORTH ALONG A
 FR1032'DIRT ROAD, 0.3 MILES NORTH OF THE SOUTH END OF A DIVIDED SECTION OF
 FR1032'THE ROAD, 0.2 MILES NORTH OF A T-FENCE CORNER ON THE WEST SIDE OF THE
 FR1032'ROAD, 32 FEET EAST OF THE CENTERLINE OF THE EAST ROAD.  ROD DEPTH
 FR1032'UNKNOWN.
 FR1032'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0907 ***********************************************************************
 DV0907  DESIGNATION -  82 Z
 DV0907  PID         -  DV0907
 DV0907  STATE/COUNTY-  AZ/MARICOPA
 DV0907  USGS QUAD   -  VALENCIA (1982)
 DV0907
 DV0907                         *CURRENT SURVEY CONTROL
 DV0907  ___________________________________________________________________
 DV0907* NAD 83(1986)-  33 25 17.     (N)    112 36 30.     (W)     SCALED    
 DV0907* NAVD 88     -       312.42   (+/-2cm)    1025.0    (feet)  VERTCON   
 DV0907  ___________________________________________________________________
 DV0907  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0907
 DV0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0907
 DV0907.The horizontal coordinates were scaled from a topographic map and have
 DV0907.an estimated accuracy of +/- 6 seconds.
 DV0907
 DV0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0907.The vertical order pertains to the NGVD 29 superseded value.
 DV0907
 DV0907.The geoid height was determined by GEOID03.
 DV0907
 DV0907;                    North         East    Units  Estimated Accuracy
 DV0907;SPC AZ C     -   268,700.      149,040.      MT  (+/- 180 meters Scaled)
 DV0907
 DV0907                          SUPERSEDED SURVEY CONTROL
 DV0907
 DV0907  NGVD 29 (??/??/92)  311.775  (m)         1022.88   (f) ADJ UNCH    2 0
 DV0907
 DV0907.Superseded values are not recommended for survey control.
 DV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0907.See file dsdata.txt to determine how the superseded data were derived.
 DV0907
 DV0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB504991(NAD 83)
 DV0907_MARKER: DD = SURVEY DISK
 DV0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0907_STAMPING: 82 Z 1962
 DV0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0907+STABILITY: SURFACE MOTION
 DV0907
 DV0907  HISTORY     - Date     Condition        Report By
 DV0907  HISTORY     - 1962     MONUMENTED       AZHD
 DV0907  HISTORY     - 1962     GOOD             NGS
 DV0907
 DV0907                          STATION DESCRIPTION
 DV0907
 DV0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0907'4.7 MI NW FROM BUCKEYE.
 DV0907'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0907'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 1.0 MILE
 DV0907'WEST ALONG WEST BROADWAY, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT
 DV0907'A POWER LINE CROSSING AND AN IRRIGATION DITCH, 21 FEET WEST OF THE
 DV0907'CENTER OF THE DIRT ROAD, 81 FEET SOUTH OF THE IRRIGATION DITCH ROAD,
 DV0907'15 FEET NORTH OF AN IRRIGATION HEADGATE, 2.4 FEET SOUTH-SOUTHEAST OF A
 DV0907'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0907'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0035 ***********************************************************************
 DU0035  DESIGNATION -  822+09
 DU0035  PID         -  DU0035
 DU0035  STATE/COUNTY-  AZ/GILA
 DU0035  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0035
 DU0035                         *CURRENT SURVEY CONTROL
 DU0035  ___________________________________________________________________
 DU0035* NAD 83(1986)-  33 48 44.     (N)    110 27 56.     (W)     SCALED    
 DU0035* NAVD 88     -      1378.767  (meters)    4523.50   (feet)  ADJUSTED  
 DU0035  ___________________________________________________________________
 DU0035  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DU0035  DYNAMIC HT  -        1376.841 (meters)    4517.19  (feet)  COMP
 DU0035  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 DU0035
 DU0035  VERT ORDER  -  FIRST     CLASS II
 DU0035
 DU0035.The horizontal coordinates were scaled from a topographic map and have
 DU0035.an estimated accuracy of +/- 6 seconds.
 DU0035
 DU0035.The orthometric height was determined by differential leveling
 DU0035.and adjusted by the National Geodetic Survey in June 1991..
 DU0035
 DU0035.The geoid height was determined by GEOID03.
 DU0035
 DU0035.The dynamic height is computed by dividing the NAVD 88
 DU0035.geopotential number by the normal gravity value computed on the
 DU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0035.degrees latitude (g = 980.6199 gals.).
 DU0035
 DU0035.The modeled gravity was interpolated from observed gravity values.
 DU0035
 DU0035;                    North         East    Units  Estimated Accuracy
 DU0035;SPC AZ E     -   311,870.      185,690.      MT  (+/- 180 meters Scaled)
 DU0035
 DU0035                          SUPERSEDED SURVEY CONTROL
 DU0035
 DU0035  NGVD 29 (??/??/92) 1378.083  (m)         4521.26   (f) ADJ UNCH    1 2
 DU0035
 DU0035.Superseded values are not recommended for survey control.
 DU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0035.See file dsdata.txt to determine how the superseded data were derived.
 DU0035
 DU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC494414(NAD 83)
 DU0035_MARKER: DD = SURVEY DISK
 DU0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0035_SP_SET: CULVERT
 DU0035_STAMPING: 822+09 4233.35 55
 DU0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0035
 DU0035  HISTORY     - Date     Condition        Report By
 DU0035  HISTORY     - UNK      MONUMENTED       AZHD
 DU0035  HISTORY     - 1960     GOOD             NGS
 DU0035  HISTORY     - 1979     GOOD             NGS
 DU0035
 DU0035                          STATION DESCRIPTION
 DU0035
 DU0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0035'10.1 MI NE FROM SENECA.
 DU0035'ABOUT 10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0035'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0035'0.15 MILE SOUTHWEST OF BECKERS BUTTE OBSERVATION POINT, IN CENTER OF
 DU0035'THE TOP OF THE WEST CONCRETE HEADWALL OF A 48-INCH CULVERT, 40 FEET
 DU0035'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET BELOW THE
 DU0035'LEVEL OF THE HIGHWAY.
 DU0035
 DU0035                          STATION RECOVERY (1979)
 DU0035
 DU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0035'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0035'IN SALT RIVER CANYON, SET IN THE TOP CENTER OF THE WEST HEADWALL OF A
 DU0035'48-INCH CONCRETE CULVERT, 291 FEET SOUTHWEST OF MILE POST 297 AND
 DU0035'40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER
 DU0035'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU0035'IN GLOBE.
 DU0035'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0325 ***********************************************************************
 FS0325  DESIGNATION -  825+00
 FS0325  PID         -  FS0325
 FS0325  STATE/COUNTY-  AZ/MOHAVE
 FS0325  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0325
 FS0325                         *CURRENT SURVEY CONTROL
 FS0325  ___________________________________________________________________
 FS0325* NAD 83(1986)-  35 33 50.     (N)    114 22 39.     (W)     SCALED    
 FS0325* NAVD 88     -       863.756  (meters)    2833.84   (feet)  POSTED    
 FS0325  ___________________________________________________________________
 FS0325  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0325  DYNAMIC HT  -         862.780 (meters)    2830.64  (feet)  COMP
 FS0325  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 FS0325
 FS0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0325
 FS0325.The horizontal coordinates were scaled from a topographic map and have
 FS0325.an estimated accuracy of +/- 6 seconds.
 FS0325
 FS0325.The orthometric height was determined by differential leveling
 FS0325.and adjusted by the National Geodetic Survey in 1992..
 FS0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0325.rate of 1.1 thru 2.0 mm/km.
 FS0325
 FS0325.The geoid height was determined by GEOID03.
 FS0325
 FS0325.The dynamic height is computed by dividing the NAVD 88
 FS0325.geopotential number by the normal gravity value computed on the
 FS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0325.degrees latitude (g = 980.6199 gals.).
 FS0325
 FS0325.The modeled gravity was interpolated from observed gravity values.
 FS0325
 FS0325;                    North         East    Units  Estimated Accuracy
 FS0325;SPC AZ W     -   506,330.      156,480.      MT  (+/- 180 meters Scaled)
 FS0325
 FS0325                          SUPERSEDED SURVEY CONTROL
 FS0325
 FS0325  NGVD 29 (??/??/92)  862.989  (m)         2831.32   (f) ADJ UNCH    1 1
 FS0325
 FS0325.Superseded values are not recommended for survey control.
 FS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0325.See file dsdata.txt to determine how the superseded data were derived.
 FS0325
 FS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV376387(NAD 83)
 FS0325_MARKER: DD = SURVEY DISK
 FS0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0325_SP_SET: CULVERT
 FS0325_STAMPING: 825+00 2832.13 1935
 FS0325_MARK LOGO: AZHD  
 FS0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0325
 FS0325  HISTORY     - Date     Condition        Report By
 FS0325  HISTORY     - 1935     MONUMENTED       AZHD
 FS0325  HISTORY     - 1949     GOOD             NGS
 FS0325  HISTORY     - 1982     GOOD             NGS
 FS0325
 FS0325                          STATION DESCRIPTION
 FS0325
 FS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0325'13.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0325'13.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0325'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT CONCRETE
 FS0325'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 FS0325'HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0325'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0325
 FS0325                          STATION RECOVERY (1982)
 FS0325
 FS0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0325'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0212 ***********************************************************************
 DT0212  DESIGNATION -  8284.75
 DT0212  PID         -  DT0212
 DT0212  STATE/COUNTY-  AZ/APACHE
 DT0212  USGS QUAD   -  NUTRIOSO (1991)
 DT0212
 DT0212                         *CURRENT SURVEY CONTROL
 DT0212  ___________________________________________________________________
 DT0212* NAD 83(1986)-  33 52 58.     (N)    109 09 32.     (W)     SCALED    
 DT0212* NAVD 88     -      2528.790  (meters)    8296.54   (feet)  ADJUSTED  
 DT0212  ___________________________________________________________________
 DT0212  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DT0212  DYNAMIC HT  -        2524.613 (meters)    8282.83  (feet)  COMP
 DT0212  MODELED GRAV-     978,893.1   (mgal)                       NAVD 88
 DT0212
 DT0212  VERT ORDER  -  FIRST     CLASS II
 DT0212
 DT0212.The horizontal coordinates were scaled from a topographic map and have
 DT0212.an estimated accuracy of +/- 6 seconds.
 DT0212
 DT0212.The orthometric height was determined by differential leveling
 DT0212.and adjusted by the National Geodetic Survey in June 1991..
 DT0212
 DT0212.The geoid height was determined by GEOID03.
 DT0212
 DT0212.The dynamic height is computed by dividing the NAVD 88
 DT0212.geopotential number by the normal gravity value computed on the
 DT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0212.degrees latitude (g = 980.6199 gals.).
 DT0212
 DT0212.The modeled gravity was interpolated from observed gravity values.
 DT0212
 DT0212;                    North         East    Units  Estimated Accuracy
 DT0212;SPC AZ E     -   320,110.      306,580.      MT  (+/- 180 meters Scaled)
 DT0212
 DT0212                          SUPERSEDED SURVEY CONTROL
 DT0212
 DT0212  NGVD 29 (??/??/92) 2527.68   (m)         8292.9    (f) COMPUTED    1 2
 DT0212
 DT0212.Superseded values are not recommended for survey control.
 DT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0212.See file dsdata.txt to determine how the superseded data were derived.
 DT0212
 DT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC702506(NAD 83)
 DT0212_MARKER: P = PIPE CAP
 DT0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0212_STAMPING: 8284.75
 DT0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0212
 DT0212  HISTORY     - Date     Condition        Report By
 DT0212  HISTORY     - UNK      MONUMENTED       BPR
 DT0212  HISTORY     - 1934     GOOD             NGS
 DT0212  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0212
 DT0212                          STATION DESCRIPTION
 DT0212
 DT0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0212'3.1 MI N FROM ALPINE.
 DT0212'3.1 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM THE POST OFFICE AT
 DT0212'ALPINE, APACHE COUNTY, 52 FEET SOUTH OF A CATTLE GUARD, 60 FEET EAST
 DT0212'OF A SANDSTONE LEDGE, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DT0212'30 FEET SOUTHWEST OF A LONE PINE TREE ON THE BANK OF A SMALL STREAM,
 DT0212'AND 7 FEET WEST OF THE STREAM.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DT0212'STANDARD CAP, STAMPED 8284.75 AND FASTENED ON THE TOP OF A 3-INCH IRON
 DT0212'PIPE SET IN CONCRETE.
 DT0212
 DT0212                          STATION RECOVERY (1980)
 DT0212
 DT0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0212'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0654 ***********************************************************************
 ER0654  DESIGNATION -  83 BKC
 ER0654  PID         -  ER0654
 ER0654  STATE/COUNTY-  AZ/APACHE
 ER0654  USGS QUAD   -  VERNON (1971)
 ER0654
 ER0654                         *CURRENT SURVEY CONTROL
 ER0654  ___________________________________________________________________
 ER0654* NAD 83(1986)-  34 16 09.     (N)    109 37 53.     (W)     SCALED    
 ER0654* NAVD 88     -      2107.355  (meters)    6913.88   (feet)  ADJUSTED  
 ER0654  ___________________________________________________________________
 ER0654  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 ER0654  DYNAMIC HT  -        2104.165 (meters)    6903.41  (feet)  COMP
 ER0654  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 ER0654
 ER0654  VERT ORDER  -  SECOND    CLASS 0
 ER0654
 ER0654.The horizontal coordinates were scaled from a topographic map and have
 ER0654.an estimated accuracy of +/- 6 seconds.
 ER0654
 ER0654.The orthometric height was determined by differential leveling
 ER0654.and adjusted by the National Geodetic Survey in June 1991..
 ER0654
 ER0654.The geoid height was determined by GEOID03.
 ER0654
 ER0654.The dynamic height is computed by dividing the NAVD 88
 ER0654.geopotential number by the normal gravity value computed on the
 ER0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0654.degrees latitude (g = 980.6199 gals.).
 ER0654
 ER0654.The modeled gravity was interpolated from observed gravity values.
 ER0654
 ER0654;                    North         East    Units  Estimated Accuracy
 ER0654;SPC AZ E     -   362,640.      262,650.      MT  (+/- 180 meters Scaled)
 ER0654
 ER0654                          SUPERSEDED SURVEY CONTROL
 ER0654
 ER0654.No superseded survey control is available for this station.
 ER0654
 ER0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC259928(NAD 83)
 ER0654_MARKER: DB = BENCH MARK DISK
 ER0654_SETTING: 66 = SET IN ROCK OUTCROP
 ER0654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0654_STAMPING: 83 BKC 1968 6911
 ER0654_MARK LOGO: USGS  
 ER0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0654+STABILITY: POSITION/ELEVATION WELL
 ER0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0654+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0654
 ER0654  HISTORY     - Date     Condition        Report By
 ER0654  HISTORY     - 1968     MONUMENTED       USGS
 ER0654
 ER0654                          STATION DESCRIPTION
 ER0654
 ER0654'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0654'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 24.0 MILES
 ER0654'NORTHWEST ALONG U S HIGHWAY 60, 3.7 MILES EAST OF VERNON (MIDWAY
 ER0654'SERVICE STATION) ALONG U S HIGHWAY 60, 143 FEET SOUTH OF THE HIGHWAY,
 ER0654'68 FEET SOUTH OF A FENCE, 4 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ER0654'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0623 ***********************************************************************
 FP0623  DESIGNATION -  83 DOR
 FP0623  PID         -  FP0623
 FP0623  STATE/COUNTY-  AZ/APACHE
 FP0623  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0623
 FP0623                         *CURRENT SURVEY CONTROL
 FP0623  ___________________________________________________________________
 FP0623* NAD 83(1986)-  35 03 38.     (N)    109 31 25.     (W)     SCALED    
 FP0623* NAVD 88     -      1761.437  (meters)    5778.98   (feet)  ADJUSTED  
 FP0623  ___________________________________________________________________
 FP0623  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FP0623  DYNAMIC HT  -        1758.949 (meters)    5770.82  (feet)  COMP
 FP0623  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 FP0623
 FP0623  VERT ORDER  -  SECOND    CLASS II
 FP0623
 FP0623.The horizontal coordinates were scaled from a topographic map and have
 FP0623.an estimated accuracy of +/- 6 seconds.
 FP0623
 FP0623.The orthometric height was determined by differential leveling
 FP0623.and adjusted by the National Geodetic Survey in June 1991..
 FP0623
 FP0623.The geoid height was determined by GEOID03.
 FP0623
 FP0623.The dynamic height is computed by dividing the NAVD 88
 FP0623.geopotential number by the normal gravity value computed on the
 FP0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0623.degrees latitude (g = 980.6199 gals.).
 FP0623
 FP0623.The modeled gravity was interpolated from observed gravity values.
 FP0623
 FP0623;                    North         East    Units  Estimated Accuracy
 FP0623;SPC AZ E     -   450,480.      272,020.      MT  (+/- 180 meters Scaled)
 FP0623
 FP0623                          SUPERSEDED SURVEY CONTROL
 FP0623
 FP0623  NGVD 29 (??/??/92) 1760.47   (m)         5775.8    (f) COMPUTED    2 2
 FP0623
 FP0623.Superseded values are not recommended for survey control.
 FP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0623.See file dsdata.txt to determine how the superseded data were derived.
 FP0623
 FP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346807(NAD 83)
 FP0623_MARKER: DB = BENCH MARK DISK
 FP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0623_SP_SET: CONCRETE POST
 FP0623_STAMPING: 83 DOR 1972 5776
 FP0623_MARK LOGO: USGS  
 FP0623_PROJECTION: PROJECTING 15 CENTIMETERS
 FP0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0623+STABILITY: SURFACE MOTION
 FP0623
 FP0623  HISTORY     - Date     Condition        Report By
 FP0623  HISTORY     - 1972     MONUMENTED       USGS
 FP0623
 FP0623                          STATION DESCRIPTION
 FP0623
 FP0623'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0623'8.7 KM (5.40 MI) SOUTH FROM NAVAJO.
 FP0623'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0623'ROAD TO A T-ROAD SOUTH, THENCE 5.3 MILES SOUTH TO A T-FENCE WEST, 48
 FP0623'FEET WEST OF THE ROAD, 23 FEET WEST OF THE FENCE LINE, 18 FEET WEST
 FP0623'OF A 1/2-INCH IRON PIPE, AND 1.0 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0430 ***********************************************************************
 GQ0430  DESIGNATION -  83 DOR
 GQ0430  PID         -  GQ0430
 GQ0430  STATE/COUNTY-  AZ/MOHAVE
 GQ0430  USGS QUAD   -  LIZARD POINT (1979)
 GQ0430
 GQ0430                         *CURRENT SURVEY CONTROL
 GQ0430  ___________________________________________________________________
 GQ0430* NAD 83(1986)-  36 59 29.     (N)    113 34 17.     (W)     SCALED    
 GQ0430* NAVD 88     -       837.525  (meters)    2747.78   (feet)  POSTED    
 GQ0430  ___________________________________________________________________
 GQ0430  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 GQ0430  DYNAMIC HT  -         836.670 (meters)    2744.97  (feet)  COMP
 GQ0430  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 GQ0430
 GQ0430  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0430
 GQ0430.The horizontal coordinates were scaled from a topographic map and have
 GQ0430.an estimated accuracy of +/- 6 seconds.
 GQ0430
 GQ0430.The orthometric height was determined by differential leveling
 GQ0430.and adjusted by the National Geodetic Survey in 1992..
 GQ0430.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0430.rate of 0.0 thru 1.0 mm/km.
 GQ0430
 GQ0430.The geoid height was determined by GEOID03.
 GQ0430
 GQ0430.The dynamic height is computed by dividing the NAVD 88
 GQ0430.geopotential number by the normal gravity value computed on the
 GQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0430.degrees latitude (g = 980.6199 gals.).
 GQ0430
 GQ0430.The modeled gravity was interpolated from observed gravity values.
 GQ0430
 GQ0430;                    North         East    Units  Estimated Accuracy
 GQ0430;SPC AZ W     -   664,550.      229,260.      MT  (+/- 180 meters Scaled)
 GQ0430
 GQ0430                          SUPERSEDED SURVEY CONTROL
 GQ0430
 GQ0430  NGVD 29 (??/??/92)  836.71   (m)         2745.1    (f) COMPUTED    3 0
 GQ0430
 GQ0430.Superseded values are not recommended for survey control.
 GQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0430.See file dsdata.txt to determine how the superseded data were derived.
 GQ0430
 GQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF711970(NAD 83)
 GQ0430_MARKER: DB = BENCH MARK DISK
 GQ0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0430_SP_SET: COPPER-CLAD STEEL ROD
 GQ0430_STAMPING: 83 DOR 1970 2745
 GQ0430_MARK LOGO: USGS  
 GQ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0430
 GQ0430  HISTORY     - Date     Condition        Report By
 GQ0430  HISTORY     - 1970     MONUMENTED       USGS
 GQ0430
 GQ0430                          STATION DESCRIPTION
 GQ0430
 GQ0430'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0430'11.7 KM (7.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0430'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0430'(FOMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0430'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD
 GQ0430'AND THE TOP OF A RISE, 0.2 MILES NORTHEAST OF A USGLO BRASS CAP
 GQ0430'STAMPED T42N R12W S34 S35 S3 S2 T41N 1921, 275 FEET SOUTHWEST OF THE
 GQ0430'Y-ROAD JUNCTION, 70 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0430'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0430'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0430'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1033 ***********************************************************************
 FR1033  DESIGNATION -  83 EMH
 FR1033  PID         -  FR1033
 FR1033  STATE/COUNTY-  AZ/COCONINO
 FR1033  USGS QUAD   -  BLACK TANK (1980)
 FR1033
 FR1033                         *CURRENT SURVEY CONTROL
 FR1033  ___________________________________________________________________
 FR1033* NAD 83(1986)-  35 39 02.     (N)    112 40 02.     (W)     SCALED    
 FR1033* NAVD 88     -      1751.965  (meters)    5747.91   (feet)  POSTED    
 FR1033  ___________________________________________________________________
 FR1033  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FR1033  DYNAMIC HT  -        1749.700 (meters)    5740.47  (feet)  COMP
 FR1033  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 FR1033
 FR1033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1033
 FR1033.The horizontal coordinates were scaled from a topographic map and have
 FR1033.an estimated accuracy of +/- 6 seconds.
 FR1033
 FR1033.The orthometric height was determined by differential leveling
 FR1033.and adjusted by the National Geodetic Survey in 1992..
 FR1033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1033.rate of 0.0 thru 1.0 mm/km.
 FR1033
 FR1033.The geoid height was determined by GEOID03.
 FR1033
 FR1033.The dynamic height is computed by dividing the NAVD 88
 FR1033.geopotential number by the normal gravity value computed on the
 FR1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1033.degrees latitude (g = 980.6199 gals.).
 FR1033
 FR1033.The modeled gravity was interpolated from observed gravity values.
 FR1033
 FR1033;                    North         East    Units  Estimated Accuracy
 FR1033;SPC AZ C     -   516,000.      145,400.      MT  (+/- 180 meters Scaled)
 FR1033
 FR1033                          SUPERSEDED SURVEY CONTROL
 FR1033
 FR1033  NGVD 29 (??/??/92) 1751.10   (m)         5745.1    (f) COMPUTED    2 2
 FR1033
 FR1033.Superseded values are not recommended for survey control.
 FR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1033.See file dsdata.txt to determine how the superseded data were derived.
 FR1033
 FR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE490464(NAD 83)
 FR1033_MARKER: DB = BENCH MARK DISK
 FR1033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1033_SP_SET: COPPER-CLAD STEEL ROD
 FR1033_STAMPING: 83 EMH 1973 5745
 FR1033_MARK LOGO: USGS  
 FR1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1033
 FR1033  HISTORY     - Date     Condition        Report By
 FR1033  HISTORY     - 1973     MONUMENTED       USGS
 FR1033
 FR1033                          STATION DESCRIPTION
 FR1033
 FR1033'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1033'75.0 KM (46.60 MI) NORTH FROM SELIGMAN.
 FR1033'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 1.6 MILES NORTH ALONG A
 FR1033'DIRT ROAD, 0.6 MILES NORTH OF THE NORTH END OF A DIVIDED SECTION OF
 FR1033'THE ROAD, AT A RISE IN THE ROAD, 175 FEET NORTH OF A SMALL DRAIN
 FR1033'CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH
 FR1033'UNKNOWN
 FR1033'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0909 ***********************************************************************
 DV0909  DESIGNATION -  83 Z
 DV0909  PID         -  DV0909
 DV0909  STATE/COUNTY-  AZ/MARICOPA
 DV0909  USGS QUAD   -  VALENCIA (1982)
 DV0909
 DV0909                         *CURRENT SURVEY CONTROL
 DV0909  ___________________________________________________________________
 DV0909* NAD 83(1986)-  33 25 13.     (N)    112 35 28.     (W)     SCALED    
 DV0909* NAVD 88     -       312.20   (+/-2cm)    1024.3    (feet)  VERTCON   
 DV0909  ___________________________________________________________________
 DV0909  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV0909
 DV0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0909
 DV0909.The horizontal coordinates were scaled from a topographic map and have
 DV0909.an estimated accuracy of +/- 6 seconds.
 DV0909
 DV0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0909.The vertical order pertains to the NGVD 29 superseded value.
 DV0909
 DV0909.The geoid height was determined by GEOID03.
 DV0909
 DV0909;                    North         East    Units  Estimated Accuracy
 DV0909;SPC AZ C     -   268,560.      150,640.      MT  (+/- 180 meters Scaled)
 DV0909
 DV0909                          SUPERSEDED SURVEY CONTROL
 DV0909
 DV0909  NGVD 29 (??/??/92)  311.558  (m)         1022.17   (f) ADJ UNCH    2 0
 DV0909
 DV0909.Superseded values are not recommended for survey control.
 DV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0909.See file dsdata.txt to determine how the superseded data were derived.
 DV0909
 DV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB520990(NAD 83)
 DV0909_MARKER: DZ = AZIMUTH MARK DISK
 DV0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0909_STAMPING: 83 Z 1962
 DV0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0909+STABILITY: SURFACE MOTION
 DV0909
 DV0909  HISTORY     - Date     Condition        Report By
 DV0909  HISTORY     - 1962     MONUMENTED       AZHD
 DV0909  HISTORY     - 1962     GOOD             NGS
 DV0909
 DV0909                          STATION DESCRIPTION
 DV0909
 DV0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0909'3.6 MI NW FROM BUCKEYE.
 DV0909'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0909'BUCKEYE, THENCE 3.4 MILES NORTH ALONG MILLER ROAD, 34 FEET WEST OF THE
 DV0909'CENTER OF THE ROAD, 55 FEET WEST OF POWER POLE NO. 25-17-1, 8.5 FEET
 DV0909'NORTH OF THE NORTH EDGE OF AN IRRIGATION DITCH, 3.8 FEET NORTH OF A
 DV0909'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0909'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0737 ***********************************************************************
 DT0737  DESIGNATION -  8302
 DT0737  PID         -  DT0737
 DT0737  STATE/COUNTY-  AZ/GREENLEE
 DT0737  USGS QUAD   -  MAPLE PEAK (1967)
 DT0737
 DT0737                         *CURRENT SURVEY CONTROL
 DT0737  ___________________________________________________________________
 DT0737* NAD 83(1992)-  33 20 48.75246(N)    109 06 07.05696(W)     ADJUSTED  
 DT0737* NAVD 88     -      2530.     (meters)    8301.     (feet)  SCALED    
 DT0737  ___________________________________________________________________
 DT0737  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DT0737  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0737
 DT0737  HORZ ORDER  -  SECOND
 DT0737
 DT0737.The horizontal coordinates were established by classical geodetic methods
 DT0737.and adjusted by the National Geodetic Survey in August 1993..
 DT0737
 DT0737.The orthometric height was scaled from a topographic map.
 DT0737
 DT0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0737
 DT0737.The geoid height was determined by GEOID03.
 DT0737
 DT0737;                    North         East     Units Scale Factor Converg.
 DT0737;SPC AZ E     -   260,725.022   312,461.428   MT  1.00002105   +0 35 07.2
 DT0737;SPC AZ E     -   855,397.05  1,025,135.92   iFT  1.00002105   +0 35 07.2
 DT0737;SPC NM W     -   260,941.869   711,914.819   MT  1.00008853   -0 41 50.8
 DT0737;SPC NM W     -   856,106.78  2,335,673.87   sFT  1.00008853   -0 41 50.8
 DT0737;UTM  12      - 3,691,351.207   676,622.788   MT  0.99998462   +1 02 37.1
 DT0737
 DT0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0737!SPC AZ E     -   0.99960676  x   1.00002105  =   0.99962780
 DT0737!SPC NM W     -   0.99960676  x   1.00008853  =   0.99969525
 DT0737!UTM  12      -   0.99960676  x   0.99998462  =   0.99959139
 DT0737
 DT0737                          SUPERSEDED SURVEY CONTROL
 DT0737
 DT0737  NAD 83(1986)-  33 20 48.75011(N)    109 06 07.05573(W) AD(       ) 2
 DT0737  NAD 27      -  33 20 48.53140(N)    109 06 04.80535(W) AD(       ) 2
 DT0737
 DT0737.Superseded values are not recommended for survey control.
 DT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0737.See file dsdata.txt to determine how the superseded data were derived.
 DT0737
 DT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7662391351(NAD 83)
 DT0737_MARKER: DD = SURVEY DISK
 DT0737_SETTING: 80 = SET IN A BOULDER
 DT0737_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0737
 DT0737  HISTORY     - Date     Condition        Report By
 DT0737  HISTORY     - 1966     MONUMENTED       USGS
 DT0737
 DT0737                          STATION DESCRIPTION
 DT0737
 DT0737'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JWC)
 DT0737'THE STATION IS ABOUT 23-1/2 MILES NORTH-NORTHEAST OF CLIFTON,
 DT0737'13 MILES WEST OF GLENWOOD, NEW MEXICO AND 3-1/4 MILES WEST OF
 DT0737'THE ARIZONA-NEW MEXICO STATE LINE AND ON THE SUMMIT OF MAPLE
 DT0737'PEAK.
 DT0737'
 DT0737'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAPLE,
 DT0737'DISTANCE BEING 9.640 FEET 2.941 METERS WEST OF STATION MAPLE.
 DT0737'THE MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0737'STAMPED 8302 FEET DATUM VA, CEMENTED IN A DRILL HOLE IN A
 DT0737'2 X 3 FOOT BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0039 ***********************************************************************
 EU0039  DESIGNATION -  831.75
 EU0039  PID         -  EU0039
 EU0039  STATE/COUNTY-  AZ/MOHAVE
 EU0039  USGS QUAD   -  FRANCONIA (1970)
 EU0039
 EU0039                         *CURRENT SURVEY CONTROL
 EU0039  ___________________________________________________________________
 EU0039* NAD 83(1986)-  34 43 41.     (N)    114 21 46.     (W)     SCALED    
 EU0039* NAVD 88     -       254.12   (+/-2cm)     833.7    (feet)  VERTCON   
 EU0039  ___________________________________________________________________
 EU0039  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0039
 EU0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0039
 EU0039.The horizontal coordinates were scaled from a topographic map and have
 EU0039.an estimated accuracy of +/- 6 seconds.
 EU0039
 EU0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0039.The vertical order pertains to the NGVD 29 superseded value.
 EU0039
 EU0039.The geoid height was determined by GEOID03.
 EU0039
 EU0039;                    North         East    Units  Estimated Accuracy
 EU0039;SPC AZ W     -   413,590.      157,240.      MT  (+/- 180 meters Scaled)
 EU0039
 EU0039                          SUPERSEDED SURVEY CONTROL
 EU0039
 EU0039  NGVD 29 (??/??/??)  253.455  (m)          831.54   (f) ADJUSTED    2 0
 EU0039
 EU0039.Superseded values are not recommended for survey control.
 EU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0039.See file dsdata.txt to determine how the superseded data were derived.
 EU0039
 EU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU414460(NAD 83)
 EU0039_MARKER: DD = SURVEY DISK
 EU0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0039_SP_SET: CULVERT
 EU0039_STAMPING: 831.75 378X0292 19
 EU0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0039
 EU0039  HISTORY     - Date     Condition        Report By
 EU0039  HISTORY     - UNK      MONUMENTED       AZHD
 EU0039  HISTORY     - 1961     GOOD             NGS
 EU0039  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0039
 EU0039                          STATION DESCRIPTION
 EU0039
 EU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0039'7.2 MI E FROM TOPOCK.
 EU0039'ABOUT 7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0039'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0039'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A
 EU0039'60 FOOT CONCRETE BOX CULVERT WITH 6 OPENINGS, 20 FEET SOUTH OF
 EU0039'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE
 EU0039'LEVEL OF THE HIGHWAY.
 EU0039
 EU0039                          STATION RECOVERY (1981)
 EU0039
 EU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0039'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1178 ***********************************************************************
 CY1178  DESIGNATION -  8363=DOS CABEZAS
 CY1178  PID         -  CY1178
 CY1178  STATE/COUNTY-  AZ/COCHISE
 CY1178  USGS QUAD   -  DOS CABEZAS (1978)
 CY1178
 CY1178                         *CURRENT SURVEY CONTROL
 CY1178  ___________________________________________________________________
 CY1178* NAD 83(1992)-  32 13 24.08161(N)    109 36 40.45407(W)     ADJUSTED  
 CY1178* NAVD 88     -      2547.1    (meters)    8357.     (feet)  VERTCON   
 CY1178  ___________________________________________________________________
 CY1178  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CY1178  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1178
 CY1178  HORZ ORDER  -  FIRST
 CY1178
 CY1178.The horizontal coordinates were established by classical geodetic methods
 CY1178.and adjusted by the National Geodetic Survey in August 1993..
 CY1178
 CY1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1178
 CY1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1178
 CY1178.The geoid height was determined by GEOID03.
 CY1178
 CY1178;                    North         East     Units Scale Factor Converg.
 CY1178;SPC AZ E     -   135,767.526   265,711.762   MT  0.99993379   +0 17 46.2
 CY1178;SPC AZ E     -   445,431.52    871,757.75   iFT  0.99993379   +0 17 46.2
 CY1178;UTM  12      - 3,566,039.225   630,862.645   MT  0.99981119   +0 44 26.2
 CY1178
 CY1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1178!SPC AZ E     -   0.99960439  x   0.99993379  =   0.99953821
 CY1178!UTM  12      -   0.99960439  x   0.99981119  =   0.99941566
 CY1178
 CY1178|---------------------------------------------------------------------|
 CY1178| PID    Reference Object                     Distance      Geod. Az  |
 CY1178|                                                           dddmmss.s |
 CY1178| CC7274 DOS CABEZAS RM 1                     10.177 METERS 04704     |
 CY1178| CY1179 DOS CABEZAS CHISELED CROSS            2.791 METERS 09217     |
 CY1178| CC7273 DOS CABEZAS AZ MK                                  1223413.6 |
 CY1178| CF0325 PHOENIX EL PASO AWY BCN T 5         APPROX.39.0 KM 1311211.2 |
 CY1178| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.24.0 KM 1753810.3 |
 CY1178| CC7275 DOS CABEZAS RM 2                     10.213 METERS 25008     |
 CY1178| CY1201 WILLCOX STANDPIPE                   APPROX.20.9 KM 2794336.3 |
 CY1178|---------------------------------------------------------------------|
 CY1178
 CY1178                          SUPERSEDED SURVEY CONTROL
 CY1178
 CY1178  NAD 83(1986)-  32 13 24.07634(N)    109 36 40.45037(W) AD(       ) 1
 CY1178  NAD 27      -  32 13 23.80100(N)    109 36 38.21400(W) AD(       ) 1
 CY1178  NGVD 29 (07/19/86) 2546.2    (m)         8354.     (f) VERT ANG       
 CY1178
 CY1178.Superseded values are not recommended for survey control.
 CY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1178.See file dsdata.txt to determine how the superseded data were derived.
 CY1178
 CY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3086366039(NAD 83)
 CY1178_MARKER: DB = BENCH MARK DISK
 CY1178_SETTING: 66 = SET IN ROCK OUTCROP
 CY1178_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1178
 CY1178  HISTORY     - Date     Condition        Report By
 CY1178  HISTORY     - 1945     MONUMENTED       USGS
 CY1178
 CY1178                          STATION DESCRIPTION
 CY1178
 CY1178'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1178'STATION IS LOCATED ON THE HIGHEST POINT OF THE N PEAK OF THE
 CY1178'DOS CABEZAS PEAKS.  THE PEAKS ARE ABOUT 13 MILES E OF WILLCOX,
 CY1178'ABOUT 10 MILES SW OF BOWIE, ARE VERY PROMINENT, AND ARE THE
 CY1178'HIGHEST POINTS ON THE DOS CABEZAS RANGE.
 CY1178'
 CY1178'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO E
 CY1178'ACROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN ROAD FOR
 CY1178'6.1 MILES TO THE ROAD LEADING LEFT TO DOS CABEZOS, TURN LEFT AND
 CY1178'CONTINUE STRAIGHT AHEAD FOR 8.6 MILES TO THE POST OFFICE IN
 CY1178'DOS CABEZOS.  CONTINUE PAST THE POST OFFICE FOR 0.05 MILE TO
 CY1178'A SIDE ROAD LEADING LEFT BY THE SCHOOL HOUSE, TURN LEFT AND
 CY1178'CONTINUE PAST THE SCHOOL HOUSE, ON A MINE ROAD, FOR 2.4 MILES
 CY1178'TO AN IRON PIPE GATE, CONTINUE AHEAD FOR 0.7 MILE TO WHERE THE
 CY1178'MAIN ROAD TURNS SHARP RIGHT AND A DIM TRACK ROAD CONTINUES
 CY1178'STRAIGHT AHEAD, TURN RIGHT ON THE MAIN ROAD AND CONTINUE
 CY1178'AHEAD FOR 0.3 MILE TO A TIN BUILDING ON THE LEFT AND A MINE
 CY1178'TUNNEL DIRECTLY AHEAD.  TURN SHARP LEFT BEHIND THE TIN
 CY1178'BUILDING AND CONTINUE AHEAD ON THE ONLY ROAD FOR 1.4 MILES TO
 CY1178'A CATTLE GUARD AT A FENCE ON THE SUMMIT OF THE DIVIDE AND
 CY1178'THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS 90 FEET E OR TO
 CY1178'THE RIGHT OF THE ROAD AND 26 FEET S OF THE FENCE LINE.  TO
 CY1178'CONTINUE TO THE STATION PACK NW ALONG THE FENCE UNTIL IT
 CY1178'GOES UP ONTO A THICKLY BRUSH COVERED HILL ABOUT 1/4
 CY1178'MILE FROM THE PEAK, BEAR LEFT AROUND THE HILL AND THEN RIGHT
 CY1178'UP INTO A SADDLE NW OF THE PEAKS, THENCE SE INTO THE CUT
 CY1178'BETWEEN THE PEAKS AND THEN LEFT UP TO THE HIGHEST POINT AND
 CY1178'THE STATION.
 CY1178'
 CY1178'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 CY1178'DISK SET IN BEDROCK AND IS STAMPED ELEVATION ABOVE SEA 8363
 CY1178'FEET.  THE DISK IS BADLY DEFACED.  IT IS 2.791 METERS (9.165
 CY1178'FEET) W OF A CHISELED CROSS IN BEDROCK THAT IS A U.S.G.S.
 CY1178'TRIANGULATION STATION.  THE BENCH MARK APPEARS TO HAVE THE DATE
 CY1178'1900 SCRATCHED ON IT.
 CY1178'
 CY1178'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SHARP OUTCROP
 CY1178'OF ROCK AND IS STAMPED DOS CABEZAS USGS BM NO 1 1945.  IT IS
 CY1178'NE OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1178'
 CY1178'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN ROCK
 CY1178'OUTCROP PROJECTING ABOUT 1 FOOT AND IS STAMPED DOS CABEZAS USGS
 CY1178'NO 2 1945.  IT IS WSW OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1178'
 CY1178'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 CY1178'WITH THE SURROUNDING GROUND AND IS STAMPED DOS CABEZAS USGS
 CY1178'BM 1945.  IT IS ABOUT 1 MILE ESE OF THE STATION AND 8 FEET
 CY1178'SW OF A WITNESS POST.  IT IS REACHED AS SHOWN ABOVE WHEN AT
 CY1178'THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0324 ***********************************************************************
 FS0324  DESIGNATION -  837+01
 FS0324  PID         -  FS0324
 FS0324  STATE/COUNTY-  AZ/MOHAVE
 FS0324  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0324
 FS0324                         *CURRENT SURVEY CONTROL
 FS0324  ___________________________________________________________________
 FS0324* NAD 83(1986)-  35 33 52.     (N)    114 22 41.     (W)     SCALED    
 FS0324* NAVD 88     -       861.775  (meters)    2827.34   (feet)  POSTED    
 FS0324  ___________________________________________________________________
 FS0324  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0324  DYNAMIC HT  -         860.800 (meters)    2824.14  (feet)  COMP
 FS0324  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 FS0324
 FS0324  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0324
 FS0324.The horizontal coordinates were scaled from a topographic map and have
 FS0324.an estimated accuracy of +/- 6 seconds.
 FS0324
 FS0324.The orthometric height was determined by differential leveling
 FS0324.and adjusted by the National Geodetic Survey in 1992..
 FS0324.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0324.rate of 1.1 thru 2.0 mm/km.
 FS0324
 FS0324.The geoid height was determined by GEOID03.
 FS0324
 FS0324.The dynamic height is computed by dividing the NAVD 88
 FS0324.geopotential number by the normal gravity value computed on the
 FS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0324.degrees latitude (g = 980.6199 gals.).
 FS0324
 FS0324.The modeled gravity was interpolated from observed gravity values.
 FS0324
 FS0324;                    North         East    Units  Estimated Accuracy
 FS0324;SPC AZ W     -   506,390.      156,430.      MT  (+/- 180 meters Scaled)
 FS0324
 FS0324                          SUPERSEDED SURVEY CONTROL
 FS0324
 FS0324  NGVD 29 (??/??/92)  861.008  (m)         2824.82   (f) ADJ UNCH    1 1
 FS0324
 FS0324.Superseded values are not recommended for survey control.
 FS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0324.See file dsdata.txt to determine how the superseded data were derived.
 FS0324
 FS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV376388(NAD 83)
 FS0324_MARKER: DD = SURVEY DISK
 FS0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0324_SP_SET: CULVERT
 FS0324_STAMPING: 837-01.66 2825.64 1935
 FS0324_MARK LOGO: AZHD  
 FS0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0324
 FS0324  HISTORY     - Date     Condition        Report By
 FS0324  HISTORY     - 1935     MONUMENTED       AZHD
 FS0324  HISTORY     - 1949     GOOD             NGS
 FS0324  HISTORY     - 1982     GOOD             NGS
 FS0324
 FS0324                          STATION DESCRIPTION
 FS0324
 FS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0324'13.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0324'13.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 FS0324'HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST OF THE Y
 FS0324'JUNCTION OF A DIRT ROAD LEADING WEST, AT A TRIPLE 4- BY 10-FOOT
 FS0324'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0324'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0324'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0324
 FS0324                          STATION RECOVERY (1982)
 FS0324
 FS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0324'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0655 ***********************************************************************
 ER0655  DESIGNATION -  84 BKC
 ER0655  PID         -  ER0655
 ER0655  STATE/COUNTY-  AZ/APACHE
 ER0655  USGS QUAD   -  VERNON (1971)
 ER0655
 ER0655                         *CURRENT SURVEY CONTROL
 ER0655  ___________________________________________________________________
 ER0655* NAD 83(1986)-  34 16 16.     (N)    109 39 12.     (W)     SCALED    
 ER0655* NAVD 88     -      2058.979  (meters)    6755.17   (feet)  ADJUSTED  
 ER0655  ___________________________________________________________________
 ER0655  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 ER0655  DYNAMIC HT  -        2055.866 (meters)    6744.95  (feet)  COMP
 ER0655  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 ER0655
 ER0655  VERT ORDER  -  SECOND    CLASS 0
 ER0655
 ER0655.The horizontal coordinates were scaled from a topographic map and have
 ER0655.an estimated accuracy of +/- 6 seconds.
 ER0655
 ER0655.The orthometric height was determined by differential leveling
 ER0655.and adjusted by the National Geodetic Survey in June 1991..
 ER0655
 ER0655.The geoid height was determined by GEOID03.
 ER0655
 ER0655.The dynamic height is computed by dividing the NAVD 88
 ER0655.geopotential number by the normal gravity value computed on the
 ER0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0655.degrees latitude (g = 980.6199 gals.).
 ER0655
 ER0655.The modeled gravity was interpolated from observed gravity values.
 ER0655
 ER0655;                    North         East    Units  Estimated Accuracy
 ER0655;SPC AZ E     -   362,840.      260,630.      MT  (+/- 180 meters Scaled)
 ER0655
 ER0655                          SUPERSEDED SURVEY CONTROL
 ER0655
 ER0655.No superseded survey control is available for this station.
 ER0655
 ER0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC239930(NAD 83)
 ER0655_MARKER: DB = BENCH MARK DISK
 ER0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0655_SP_SET: COPPER-CLAD STEEL ROD
 ER0655_STAMPING: 84 BKC 1968 6752
 ER0655_MARK LOGO: USGS  
 ER0655_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0655+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0655
 ER0655  HISTORY     - Date     Condition        Report By
 ER0655  HISTORY     - 1968     MONUMENTED       USGS
 ER0655  HISTORY     - 20050729 GOOD             USPSQD
 ER0655
 ER0655                          STATION DESCRIPTION
 ER0655
 ER0655'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0655'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 2.4 MILES
 ER0655'EAST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE HIGHWAY, 13 FEET WEST
 ER0655'OF A POWER POLE, 9 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH OF A
 ER0655'FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0655'WITH THE GROUND.
 ER0655
 ER0655                          STATION RECOVERY (2005)
 ER0655
 ER0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0624 ***********************************************************************
 FP0624  DESIGNATION -  84 DOR
 FP0624  PID         -  FP0624
 FP0624  STATE/COUNTY-  AZ/APACHE
 FP0624  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0624
 FP0624                         *CURRENT SURVEY CONTROL
 FP0624  ___________________________________________________________________
 FP0624* NAD 83(1986)-  35 02 45.     (N)    109 31 25.     (W)     SCALED    
 FP0624* NAVD 88     -      1770.576  (meters)    5808.96   (feet)  ADJUSTED  
 FP0624  ___________________________________________________________________
 FP0624  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FP0624  DYNAMIC HT  -        1768.067 (meters)    5800.73  (feet)  COMP
 FP0624  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 FP0624
 FP0624  VERT ORDER  -  SECOND    CLASS II
 FP0624
 FP0624.The horizontal coordinates were scaled from a topographic map and have
 FP0624.an estimated accuracy of +/- 6 seconds.
 FP0624
 FP0624.The orthometric height was determined by differential leveling
 FP0624.and adjusted by the National Geodetic Survey in June 1991..
 FP0624
 FP0624.The geoid height was determined by GEOID03.
 FP0624
 FP0624.The dynamic height is computed by dividing the NAVD 88
 FP0624.geopotential number by the normal gravity value computed on the
 FP0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0624.degrees latitude (g = 980.6199 gals.).
 FP0624
 FP0624.The modeled gravity was interpolated from observed gravity values.
 FP0624
 FP0624;                    North         East    Units  Estimated Accuracy
 FP0624;SPC AZ E     -   448,850.      272,030.      MT  (+/- 180 meters Scaled)
 FP0624
 FP0624                          SUPERSEDED SURVEY CONTROL
 FP0624
 FP0624  NGVD 29 (??/??/92) 1769.60   (m)         5805.8    (f) COMPUTED    2 2
 FP0624
 FP0624.Superseded values are not recommended for survey control.
 FP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0624.See file dsdata.txt to determine how the superseded data were derived.
 FP0624
 FP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346791(NAD 83)
 FP0624_MARKER: DB = BENCH MARK DISK
 FP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0624_SP_SET: CONCRETE POST
 FP0624_STAMPING: 84 DOR 1972 5806
 FP0624_MARK LOGO: USGS  
 FP0624_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0624+STABILITY: SURFACE MOTION
 FP0624
 FP0624  HISTORY     - Date     Condition        Report By
 FP0624  HISTORY     - 1972     MONUMENTED       USGS
 FP0624
 FP0624                          STATION DESCRIPTION
 FP0624
 FP0624'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0624'10.1 KM (6.30 MI) SOUTH FROM NAVAJO.
 FP0624'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0624'ROAD TO A T-ROAD SOUTH, THENCE 6.2 MILES SOUTH, 422 FEET SOUTH OF A
 FP0624'CATTLEGUARD, 21 FEET WEST OF THE ROAD, AND 8 FEET SOUTH OF A 1/2-INCH
 FP0624'IRON PIPE.
 FP0624'THE MARK IS 1.0 FT  W FROM  A FENCE
 FP0624'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0431 ***********************************************************************
 GQ0431  DESIGNATION -  84 DOR
 GQ0431  PID         -  GQ0431
 GQ0431  STATE/COUNTY-  AZ/MOHAVE
 GQ0431  USGS QUAD   -  LIZARD POINT (1979)
 GQ0431
 GQ0431                         *CURRENT SURVEY CONTROL
 GQ0431  ___________________________________________________________________
 GQ0431* NAD 83(1992)-  36 58 44.90881(N)    113 33 55.66323(W)     ADJUSTED  
 GQ0431* NAVD 88     -       862.000  (meters)    2828.08   (feet)  POSTED    
 GQ0431  ___________________________________________________________________
 GQ0431  X           -  -2,039,784.069 (meters)                     COMP
 GQ0431  Y           -  -4,676,563.378 (meters)                     COMP
 GQ0431  Z           -   3,816,047.939 (meters)                     COMP
 GQ0431  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 GQ0431  ELLIP HEIGHT-         837.45  (meters)          (11/14/01) GPS OBS
 GQ0431  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 GQ0431  DYNAMIC HT  -         861.120 (meters)    2825.19  (feet)  COMP
 GQ0431  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 GQ0431
 GQ0431  HORZ ORDER  -  B
 GQ0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0431  ELLP ORDER  -  FOURTH    CLASS II
 GQ0431
 GQ0431.The horizontal coordinates were established by GPS observations
 GQ0431.and adjusted by the National Geodetic Survey in April 1995..
 GQ0431
 GQ0431.The orthometric height was determined by differential leveling
 GQ0431.and adjusted by the National Geodetic Survey in 1992..
 GQ0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0431.rate of 0.0 thru 1.0 mm/km.
 GQ0431
 GQ0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0431
 GQ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0431
 GQ0431.The ellipsoidal height was determined by GPS observations
 GQ0431.and is referenced to NAD 83.
 GQ0431
 GQ0431.The geoid height was determined by GEOID03.
 GQ0431
 GQ0431.The dynamic height is computed by dividing the NAVD 88
 GQ0431.geopotential number by the normal gravity value computed on the
 GQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0431.degrees latitude (g = 980.6199 gals.).
 GQ0431
 GQ0431.The modeled gravity was interpolated from observed gravity values.
 GQ0431
 GQ0431;                    North         East     Units Scale Factor Converg.
 GQ0431;SPC AZ W     -   663,193.510   229,789.434   MT  0.99993666   +0 06 39.6
 GQ0431;SPC AZ W     - 2,175,831.73    753,902.34   iFT  0.99993666   +0 06 39.6
 GQ0431;UTM  12      - 4,095,634.768   271,651.666   MT  1.00024240   -1 32 37.9
 GQ0431
 GQ0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0431!SPC AZ W     -   0.99986859  x   0.99993666  =   0.99980526
 GQ0431!UTM  12      -   0.99986859  x   1.00024240  =   1.00011096
 GQ0431
 GQ0431                          SUPERSEDED SURVEY CONTROL
 GQ0431
 GQ0431  ELLIP H (04/21/95)  837.54   (m)                       GP(       ) 4 1
 GQ0431  NAVD 88 (04/21/95)  862.00   (m)         2828.1    (f) LEVELING    3  
 GQ0431  NGVD 29 (??/??/92)  861.18   (m)         2825.4    (f) COMPUTED    3 0
 GQ0431
 GQ0431.Superseded values are not recommended for survey control.
 GQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0431.See file dsdata.txt to determine how the superseded data were derived.
 GQ0431
 GQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7165295635(NAD 83)
 GQ0431_MARKER: DD = SURVEY DISK
 GQ0431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GQ0431+WITH SETTING: INFORMATION.
 GQ0431_SP_SET: COPPER-CLAD STEEL ROD
 GQ0431_STAMPING: 84 DOR 1970 2825
 GQ0431_MARK LOGO: USGS  
 GQ0431_MAGNETIC: I = MARKER IS A STEEL ROD
 GQ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0431+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1993
 GQ0431
 GQ0431  HISTORY     - Date     Condition        Report By
 GQ0431  HISTORY     - 1970     MONUMENTED       USGS
 GQ0431  HISTORY     - 19931119 GOOD             NGS
 GQ0431
 GQ0431                          STATION DESCRIPTION
 GQ0431
 GQ0431'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0431'13.4 KM (8.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0431'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0431'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0431'ROAD TO THE ARIZONA STATE LINE, CONTINUE 1.6 MILES SOUTH ALONG MT.
 GQ0431'TRUMBULL ROAD, 190 FEET NORTH OF A T-ROAD SOUTHEAST, 75 FEET
 GQ0431'SOUTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0431'PROJECTING 3-INCHES.
 GQ0431'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 GQ0431
 GQ0431                          STATION RECOVERY (1993)
 GQ0431
 GQ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 GQ0431'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTH-SOUTHEAST OF ST GEORGE,
 GQ0431'UTAH, 2.5 KM (1.55 MI) SOUTH OF THE ARIZONA-UTAH STATE LINE, 5.01 KM
 GQ0431'(3.10 MI) NORTH ALONG THE ROAD FROM A STEEL-TOWER POWER LINE CROSSING,
 GQ0431'ALONG A GRADED ROAD (COUNTY ROAD 5, BLM ROAD 1069), IN A RELATIVELY
 GQ0431'FLAT AREA COVERED WITH LOW BRUSH.  OWNERSHIP--US BUREAU OF LAND
 GQ0431'MANAGEMENT. TO REACH FROM THE OVERPASS AT THE BLOOMINGTON EXIT (EXIT
 GQ0431'4) OF INTERSTATE HIGHWAY 15, JUST SOUTHWEST OF ST GEORGE, GO WEST ON
 GQ0431'THE PAVED ROAD FOR 2.83 KM (1.75 MI) TO A T-ROAD.  TURN RIGHT, SOUTH,
 GQ0431'ON PAVED ROAD FOR 6.11 KM (3.80 MI) TO THE PAVEMENT END AT THE STATE
 GQ0431'LINE.  CONTINUE AHEAD ON ROAD FOR 2.49 KM (1.55 MI) TO THE STATION ON
 GQ0431'THE RIGHT. STATION MARK IS A DISK ATTACHED TO A STEEL ROD PROJECTING 5
 GQ0431'CM ABOVE GROUND, AND SET IN A 18-CM ASBESTOS SLEEVE.  IT IS 22.5 M
 GQ0431'(73.8 FT) WEST OF, AND SLIGHTLY HIGHER THAN THE ROAD CENTER, AND 0.5 M
 GQ0431'(1.6 FT) EAST OF A METAL WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1034 ***********************************************************************
 FR1034  DESIGNATION -  84 EMH
 FR1034  PID         -  FR1034
 FR1034  STATE/COUNTY-  AZ/COCONINO
 FR1034  USGS QUAD   -  BLACK TANK (1980)
 FR1034
 FR1034                         *CURRENT SURVEY CONTROL
 FR1034  ___________________________________________________________________
 FR1034* NAD 83(1986)-  35 39 45.     (N)    112 39 51.     (W)     SCALED    
 FR1034* NAVD 88     -      1742.193  (meters)    5715.84   (feet)  POSTED    
 FR1034  ___________________________________________________________________
 FR1034  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FR1034  DYNAMIC HT  -        1739.940 (meters)    5708.45  (feet)  COMP
 FR1034  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 FR1034
 FR1034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1034
 FR1034.The horizontal coordinates were scaled from a topographic map and have
 FR1034.an estimated accuracy of +/- 6 seconds.
 FR1034
 FR1034.The orthometric height was determined by differential leveling
 FR1034.and adjusted by the National Geodetic Survey in 1992..
 FR1034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1034.rate of 0.0 thru 1.0 mm/km.
 FR1034
 FR1034.The geoid height was determined by GEOID03.
 FR1034
 FR1034.The dynamic height is computed by dividing the NAVD 88
 FR1034.geopotential number by the normal gravity value computed on the
 FR1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1034.degrees latitude (g = 980.6199 gals.).
 FR1034
 FR1034.The modeled gravity was interpolated from observed gravity values.
 FR1034
 FR1034;                    North         East    Units  Estimated Accuracy
 FR1034;SPC AZ C     -   517,330.      145,680.      MT  (+/- 180 meters Scaled)
 FR1034
 FR1034                          SUPERSEDED SURVEY CONTROL
 FR1034
 FR1034  NGVD 29 (??/??/92) 1741.33   (m)         5713.0    (f) COMPUTED    2 2
 FR1034
 FR1034.Superseded values are not recommended for survey control.
 FR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1034.See file dsdata.txt to determine how the superseded data were derived.
 FR1034
 FR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE493477(NAD 83)
 FR1034_MARKER: DB = BENCH MARK DISK
 FR1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1034_SP_SET: COPPER-CLAD STEEL ROD
 FR1034_STAMPING: 84 EMH 1973 5713
 FR1034_MARK LOGO: USGS  
 FR1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1034
 FR1034  HISTORY     - Date     Condition        Report By
 FR1034  HISTORY     - 1973     MONUMENTED       USGS
 FR1034
 FR1034                          STATION DESCRIPTION
 FR1034
 FR1034'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1034'76.6 KM (47.60 MI) NORTH FROM SELIGMAN.
 FR1034'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 2.6 MILES NORTH ALONG A
 FR1034'DIRT ROAD, AT THE BEGINNING OF A CURVE RIGHT, 55 FEET SOUTH AND 30
 FR1034'FEET WEST OF THE JUNCTION OF A TRACK ROAD NORTHWEST.  ROD DEPTH
 FR1034'UNKNOWN.
 FR1034'THE MARK IS ABOVE LEVEL WITH ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0323 ***********************************************************************
 FS0323  DESIGNATION -  841+255
 FS0323  PID         -  FS0323
 FS0323  STATE/COUNTY-  AZ/MOHAVE
 FS0323  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0323
 FS0323                         *CURRENT SURVEY CONTROL
 FS0323  ___________________________________________________________________
 FS0323* NAD 83(1986)-  35 34 00.     (N)    114 22 43.     (W)     SCALED    
 FS0323* NAVD 88     -       860.340  (meters)    2822.63   (feet)  POSTED    
 FS0323  ___________________________________________________________________
 FS0323  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0323  DYNAMIC HT  -         859.370 (meters)    2819.45  (feet)  COMP
 FS0323  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 FS0323
 FS0323  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0323
 FS0323.The horizontal coordinates were scaled from a topographic map and have
 FS0323.an estimated accuracy of +/- 6 seconds.
 FS0323
 FS0323.The orthometric height was determined by differential leveling
 FS0323.and adjusted by the National Geodetic Survey in 1992..
 FS0323.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0323.rate of 1.1 thru 2.0 mm/km.
 FS0323
 FS0323.The geoid height was determined by GEOID03.
 FS0323
 FS0323.The dynamic height is computed by dividing the NAVD 88
 FS0323.geopotential number by the normal gravity value computed on the
 FS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0323.degrees latitude (g = 980.6199 gals.).
 FS0323
 FS0323.The modeled gravity was interpolated from observed gravity values.
 FS0323
 FS0323;                    North         East    Units  Estimated Accuracy
 FS0323;SPC AZ W     -   506,640.      156,380.      MT  (+/- 180 meters Scaled)
 FS0323
 FS0323                          SUPERSEDED SURVEY CONTROL
 FS0323
 FS0323  NGVD 29 (??/??/92)  859.574  (m)         2820.12   (f) ADJ UNCH    1 1
 FS0323
 FS0323.Superseded values are not recommended for survey control.
 FS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0323.See file dsdata.txt to determine how the superseded data were derived.
 FS0323
 FS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV375390(NAD 83)
 FS0323_MARKER: DD = SURVEY DISK
 FS0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0323_SP_SET: CULVERT
 FS0323_STAMPING: 841+25.5 2820.92 1940
 FS0323_MARK LOGO: AZHD  
 FS0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0323
 FS0323  HISTORY     - Date     Condition        Report By
 FS0323  HISTORY     - 1940     MONUMENTED       AZHD
 FS0323  HISTORY     - 1949     GOOD             NGS
 FS0323  HISTORY     - 1982     GOOD             NGS
 FS0323
 FS0323                          STATION DESCRIPTION
 FS0323
 FS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0323'13.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0323'13.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0323'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 45 YARDS SOUTHEAST
 FS0323'OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST, AT A
 FS0323'TRIPLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0323'APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.6 FEET NORTHEAST
 FS0323'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0323'HIGHWAY.
 FS0323
 FS0323                          STATION RECOVERY (1982)
 FS0323
 FS0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0323'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0642 ***********************************************************************
 DA0642  DESIGNATION -  841.9
 DA0642  PID         -  DA0642
 DA0642  STATE/COUNTY-  AZ/MARICOPA
 DA0642  USGS QUAD   -  GILA BEND (1973)
 DA0642
 DA0642                         *CURRENT SURVEY CONTROL
 DA0642  ___________________________________________________________________
 DA0642* NAD 83(1986)-  32 53 51.     (N)    112 41 24.     (W)     SCALED    
 DA0642* NAVD 88     -       257.20   (+/-2cm)     843.8    (feet)  VERTCON   
 DA0642  ___________________________________________________________________
 DA0642  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0642
 DA0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0642
 DA0642.The horizontal coordinates were scaled from a topographic map and have
 DA0642.an estimated accuracy of +/- 6 seconds.
 DA0642
 DA0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0642.The vertical order pertains to the NGVD 29 superseded value.
 DA0642
 DA0642.The geoid height was determined by GEOID03.
 DA0642
 DA0642;                    North         East    Units  Estimated Accuracy
 DA0642;SPC AZ C     -   210,650.      141,010.      MT  (+/- 180 meters Scaled)
 DA0642
 DA0642                          SUPERSEDED SURVEY CONTROL
 DA0642
 DA0642  NGVD 29 (??/??/92)  256.601  (m)          841.87   (f) ADJ UNCH    2 0
 DA0642
 DA0642.Superseded values are not recommended for survey control.
 DA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0642.See file dsdata.txt to determine how the superseded data were derived.
 DA0642
 DA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB419411(NAD 83)
 DA0642_MARKER: S = SPIKE
 DA0642_SETTING: 0 = UNSPECIFIED SETTING
 DA0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0642
 DA0642  HISTORY     - Date     Condition        Report By
 DA0642  HISTORY     - UNK      MONUMENTED       USGS
 DA0642  HISTORY     - 1951     GOOD             NGS
 DA0642
 DA0642                          STATION DESCRIPTION
 DA0642
 DA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0642'4.5 MI SE FROM GILA BEND.
 DA0642'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0642'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0642'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0642'SOUTH ALONG A TRACK ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A TRACK
 DA0642'ROAD, A RAILROAD SPIKE IN THE NORTHEAST FACE OF A WOODEN RAILROAD TIE
 DA0642'PROJECTING 6 FEET ABOVE THE GROUND AND SUPPORTING A UNITED STATES
 DA0642'DEPARTMENT OF INTERIOR WARNING SIGN, 7 FEET SOUTH OF THE CENTER LINE
 DA0642'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0040 ***********************************************************************
 EU0040  DESIGNATION -  843.35
 EU0040  PID         -  EU0040
 EU0040  STATE/COUNTY-  AZ/MOHAVE
 EU0040  USGS QUAD   -  FRANCONIA (1970)
 EU0040
 EU0040                         *CURRENT SURVEY CONTROL
 EU0040  ___________________________________________________________________
 EU0040* NAD 83(1986)-  34 43 43.     (N)    114 21 23.     (W)     SCALED    
 EU0040* NAVD 88     -       257.65   (+/-2cm)     845.3    (feet)  VERTCON   
 EU0040  ___________________________________________________________________
 EU0040  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0040
 EU0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0040
 EU0040.The horizontal coordinates were scaled from a topographic map and have
 EU0040.an estimated accuracy of +/- 6 seconds.
 EU0040
 EU0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0040.The vertical order pertains to the NGVD 29 superseded value.
 EU0040
 EU0040.The geoid height was determined by GEOID03.
 EU0040
 EU0040;                    North         East    Units  Estimated Accuracy
 EU0040;SPC AZ W     -   413,650.      157,830.      MT  (+/- 180 meters Scaled)
 EU0040
 EU0040                          SUPERSEDED SURVEY CONTROL
 EU0040
 EU0040  NGVD 29 (??/??/??)  256.992  (m)          843.15   (f) ADJUSTED    2 0
 EU0040
 EU0040.Superseded values are not recommended for survey control.
 EU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0040.See file dsdata.txt to determine how the superseded data were derived.
 EU0040
 EU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU420461(NAD 83)
 EU0040_MARKER: DD = SURVEY DISK
 EU0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0040_SP_SET: CULVERT
 EU0040_STAMPING: 843.35 397X40 1951
 EU0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0040
 EU0040  HISTORY     - Date     Condition        Report By
 EU0040  HISTORY     - 1951     MONUMENTED       AZHD
 EU0040  HISTORY     - 1961     GOOD             NGS
 EU0040  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0040
 EU0040                          STATION DESCRIPTION
 EU0040
 EU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0040'7.6 MI E FROM TOPOCK.
 EU0040'ABOUT 7.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0040'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0040'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A
 EU0040'40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 18 FEET SOUTH OF
 EU0040'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE
 EU0040'THE LEVEL OF THE HIGHWAY.
 EU0040
 EU0040                          STATION RECOVERY (1981)
 EU0040
 EU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0040'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0322 ***********************************************************************
 FS0322  DESIGNATION -  848+516.6
 FS0322  PID         -  FS0322
 FS0322  STATE/COUNTY-  AZ/MOHAVE
 FS0322  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0322
 FS0322                         *CURRENT SURVEY CONTROL
 FS0322  ___________________________________________________________________
 FS0322* NAD 83(1986)-  35 34 12.     (N)    114 22 51.     (W)     SCALED    
 FS0322* NAVD 88     -       858.666  (meters)    2817.14   (feet)  ADJUSTED  
 FS0322  ___________________________________________________________________
 FS0322  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0322  DYNAMIC HT  -         857.695 (meters)    2813.95  (feet)  COMP
 FS0322  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 FS0322
 FS0322  VERT ORDER  -  FIRST     CLASS I
 FS0322
 FS0322.The horizontal coordinates were scaled from a topographic map and have
 FS0322.an estimated accuracy of +/- 6 seconds.
 FS0322
 FS0322.The orthometric height was determined by differential leveling
 FS0322.and adjusted by the National Geodetic Survey in June 1991..
 FS0322
 FS0322.The geoid height was determined by GEOID03.
 FS0322
 FS0322.The dynamic height is computed by dividing the NAVD 88
 FS0322.geopotential number by the normal gravity value computed on the
 FS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0322.degrees latitude (g = 980.6199 gals.).
 FS0322
 FS0322.The modeled gravity was interpolated from observed gravity values.
 FS0322
 FS0322;                    North         East    Units  Estimated Accuracy
 FS0322;SPC AZ W     -   507,010.      156,180.      MT  (+/- 180 meters Scaled)
 FS0322
 FS0322                          SUPERSEDED SURVEY CONTROL
 FS0322
 FS0322  NGVD 29 (??/??/92)  857.901  (m)         2814.63   (f) ADJ UNCH    1 1
 FS0322
 FS0322.Superseded values are not recommended for survey control.
 FS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0322.See file dsdata.txt to determine how the superseded data were derived.
 FS0322
 FS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV373394(NAD 83)
 FS0322_MARKER: DD = SURVEY DISK
 FS0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0322_SP_SET: CULVERT
 FS0322_STAMPING: 848+516.6 2815.46 1935
 FS0322_MARK LOGO: AZHD  
 FS0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0322
 FS0322  HISTORY     - Date     Condition        Report By
 FS0322  HISTORY     - 1935     MONUMENTED       AZHD
 FS0322  HISTORY     - 1949     GOOD             NGS
 FS0322  HISTORY     - 1982     GOOD             NGS
 FS0322
 FS0322                          STATION DESCRIPTION
 FS0322
 FS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0322'13.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0322'13.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0322'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST OF
 FS0322'THE Y JUNCTION OF A DIRT ROAD LEADING WEST, 0.1 MILE SOUTHEAST OF
 FS0322'MILEPOST 39, AT A TRIPLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN
 FS0322'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6
 FS0322'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0322'HIGHER THAN THE HIGHWAY.
 FS0322
 FS0322                          STATION RECOVERY (1982)
 FS0322
 FS0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0656 ***********************************************************************
 ER0656  DESIGNATION -  85 BKC
 ER0656  PID         -  ER0656
 ER0656  STATE/COUNTY-  AZ/APACHE
 ER0656  USGS QUAD   -  VERNON (1971)
 ER0656
 ER0656                         *CURRENT SURVEY CONTROL
 ER0656  ___________________________________________________________________
 ER0656* NAD 83(1986)-  34 16 18.     (N)    109 40 17.     (W)     SCALED    
 ER0656* NAVD 88     -      2056.597  (meters)    6747.35   (feet)  ADJUSTED  
 ER0656  ___________________________________________________________________
 ER0656  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0656  DYNAMIC HT  -        2053.491 (meters)    6737.16  (feet)  COMP
 ER0656  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 ER0656
 ER0656  VERT ORDER  -  SECOND    CLASS 0
 ER0656
 ER0656.The horizontal coordinates were scaled from a topographic map and have
 ER0656.an estimated accuracy of +/- 6 seconds.
 ER0656
 ER0656.The orthometric height was determined by differential leveling
 ER0656.and adjusted by the National Geodetic Survey in June 1991..
 ER0656
 ER0656.The geoid height was determined by GEOID03.
 ER0656
 ER0656.The dynamic height is computed by dividing the NAVD 88
 ER0656.geopotential number by the normal gravity value computed on the
 ER0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0656.degrees latitude (g = 980.6199 gals.).
 ER0656
 ER0656.The modeled gravity was interpolated from observed gravity values.
 ER0656
 ER0656;                    North         East    Units  Estimated Accuracy
 ER0656;SPC AZ E     -   362,900.      258,970.      MT  (+/- 180 meters Scaled)
 ER0656
 ER0656                          SUPERSEDED SURVEY CONTROL
 ER0656
 ER0656.No superseded survey control is available for this station.
 ER0656
 ER0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC223930(NAD 83)
 ER0656_MARKER: DB = BENCH MARK DISK
 ER0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0656_SP_SET: COPPER-CLAD STEEL ROD
 ER0656_STAMPING: 85 BKC 1968 6745
 ER0656_MARK LOGO: USGS  
 ER0656_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0656+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0656
 ER0656  HISTORY     - Date     Condition        Report By
 ER0656  HISTORY     - 1968     MONUMENTED       USGS
 ER0656  HISTORY     - 20050729 GOOD             USPSQD
 ER0656
 ER0656                          STATION DESCRIPTION
 ER0656
 ER0656'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0656'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 1.3 MILES
 ER0656'EAST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 21 FEET WEST
 ER0656'OF A TELEPHONE POLE NUMBER 25-9J, 1 FOOT SOUTH OF A FENCE, SET ON A
 ER0656'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0656
 ER0656                          STATION RECOVERY (2005)
 ER0656
 ER0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0656'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0625 ***********************************************************************
 FP0625  DESIGNATION -  85 DOR
 FP0625  PID         -  FP0625
 FP0625  STATE/COUNTY-  AZ/APACHE
 FP0625  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0625
 FP0625                         *CURRENT SURVEY CONTROL
 FP0625  ___________________________________________________________________
 FP0625* NAD 83(1986)-  35 01 49.     (N)    109 31 26.     (W)     SCALED    
 FP0625* NAVD 88     -      1831.989  (meters)    6010.45   (feet)  ADJUSTED  
 FP0625  ___________________________________________________________________
 FP0625  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FP0625  DYNAMIC HT  -        1829.388 (meters)    6001.92  (feet)  COMP
 FP0625  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 FP0625
 FP0625  VERT ORDER  -  SECOND    CLASS II
 FP0625
 FP0625.The horizontal coordinates were scaled from a topographic map and have
 FP0625.an estimated accuracy of +/- 6 seconds.
 FP0625
 FP0625.The orthometric height was determined by differential leveling
 FP0625.and adjusted by the National Geodetic Survey in June 1991..
 FP0625
 FP0625.The geoid height was determined by GEOID03.
 FP0625
 FP0625.The dynamic height is computed by dividing the NAVD 88
 FP0625.geopotential number by the normal gravity value computed on the
 FP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0625.degrees latitude (g = 980.6199 gals.).
 FP0625
 FP0625.The modeled gravity was interpolated from observed gravity values.
 FP0625
 FP0625;                    North         East    Units  Estimated Accuracy
 FP0625;SPC AZ E     -   447,120.      272,010.      MT  (+/- 180 meters Scaled)
 FP0625
 FP0625                          SUPERSEDED SURVEY CONTROL
 FP0625
 FP0625  NGVD 29 (??/??/92) 1831.01   (m)         6007.2    (f) COMPUTED    2 2
 FP0625
 FP0625.Superseded values are not recommended for survey control.
 FP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0625.See file dsdata.txt to determine how the superseded data were derived.
 FP0625
 FP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346773(NAD 83)
 FP0625_MARKER: DB = BENCH MARK DISK
 FP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0625_SP_SET: CONCRETE POST
 FP0625_STAMPING: 85 DOR 1972 6007
 FP0625_MARK LOGO: USGS  
 FP0625_PROJECTION: PROJECTING 13 CENTIMETERS
 FP0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0625+STABILITY: SURFACE MOTION
 FP0625
 FP0625  HISTORY     - Date     Condition        Report By
 FP0625  HISTORY     - 1972     MONUMENTED       USGS
 FP0625
 FP0625                          STATION DESCRIPTION
 FP0625
 FP0625'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0625'11.9 KM (7.40 MI) SOUTH FROM NAVAJO.
 FP0625'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0625'ROAD TO A T-ROAD SOUTH, THENCE 7.3 MILES SOUTH TO A T-ROAD WEST, 140
 FP0625'FEET NORTHWEST OF A Y-ROAD JUNCTION, 64 FEET NORTH OF A GATE, 52 FEET
 FP0625'WEST OF THE ROAD AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0432 ***********************************************************************
 GQ0432  DESIGNATION -  85 DOR
 GQ0432  PID         -  GQ0432
 GQ0432  STATE/COUNTY-  AZ/MOHAVE
 GQ0432  USGS QUAD   -  LIZARD POINT (1979)
 GQ0432
 GQ0432                         *CURRENT SURVEY CONTROL
 GQ0432  ___________________________________________________________________
 GQ0432* NAD 83(1986)-  36 58 00.     (N)    113 33 31.     (W)     SCALED    
 GQ0432* NAVD 88     -       919.531  (meters)    3016.83   (feet)  POSTED    
 GQ0432  ___________________________________________________________________
 GQ0432  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 GQ0432  DYNAMIC HT  -         918.590 (meters)    3013.74  (feet)  COMP
 GQ0432  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 GQ0432
 GQ0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0432
 GQ0432.The horizontal coordinates were scaled from a topographic map and have
 GQ0432.an estimated accuracy of +/- 6 seconds.
 GQ0432
 GQ0432.The orthometric height was determined by differential leveling
 GQ0432.and adjusted by the National Geodetic Survey in 1992..
 GQ0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0432.rate of 0.0 thru 1.0 mm/km.
 GQ0432
 GQ0432.The geoid height was determined by GEOID03.
 GQ0432
 GQ0432.The dynamic height is computed by dividing the NAVD 88
 GQ0432.geopotential number by the normal gravity value computed on the
 GQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0432.degrees latitude (g = 980.6199 gals.).
 GQ0432
 GQ0432.The modeled gravity was interpolated from observed gravity values.
 GQ0432
 GQ0432;                    North         East    Units  Estimated Accuracy
 GQ0432;SPC AZ W     -   661,810.      230,400.      MT  (+/- 180 meters Scaled)
 GQ0432
 GQ0432                          SUPERSEDED SURVEY CONTROL
 GQ0432
 GQ0432  NGVD 29 (??/??/92)  918.71   (m)         3014.1    (f) COMPUTED    3 0
 GQ0432
 GQ0432.Superseded values are not recommended for survey control.
 GQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0432.See file dsdata.txt to determine how the superseded data were derived.
 GQ0432
 GQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722942(NAD 83)
 GQ0432_MARKER: DB = BENCH MARK DISK
 GQ0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0432_SP_SET: COPPER-CLAD STEEL ROD
 GQ0432_STAMPING: 85 DOR 1970 3014
 GQ0432_MARK LOGO: USGS  
 GQ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0432
 GQ0432  HISTORY     - Date     Condition        Report By
 GQ0432  HISTORY     - 1970     MONUMENTED       USGS
 GQ0432
 GQ0432                          STATION DESCRIPTION
 GQ0432
 GQ0432'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0432'15.0 KM (9.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0432'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0432'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0432'ROAD TO THE ARIZONA STATE LINE, CONTINUE 2.6 MILES SOUTH ALONG MT.
 GQ0432'TRUMBULL ROAD TO THE TOP OF A RISE, 0.5 MILES NORTH OF A CATTLEGUARD
 GQ0432', 68 FEET EAST OF THE ROAD, 12 FEET WEST OF A BLADED DRAIN.  ROD
 GQ0432'DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0432'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0432'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1035 ***********************************************************************
 FR1035  DESIGNATION -  85 EMH
 FR1035  PID         -  FR1035
 FR1035  STATE/COUNTY-  AZ/COCONINO
 FR1035  USGS QUAD   -  BLACK TANK (1980)
 FR1035
 FR1035                         *CURRENT SURVEY CONTROL
 FR1035  ___________________________________________________________________
 FR1035* NAD 83(1986)-  35 40 33.     (N)    112 39 50.     (W)     SCALED    
 FR1035* NAVD 88     -      1733.944  (meters)    5688.78   (feet)  POSTED    
 FR1035  ___________________________________________________________________
 FR1035  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR1035  DYNAMIC HT  -        1731.700 (meters)    5681.42  (feet)  COMP
 FR1035  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 FR1035
 FR1035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1035
 FR1035.The horizontal coordinates were scaled from a topographic map and have
 FR1035.an estimated accuracy of +/- 6 seconds.
 FR1035
 FR1035.The orthometric height was determined by differential leveling
 FR1035.and adjusted by the National Geodetic Survey in 1992..
 FR1035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1035.rate of 0.0 thru 1.0 mm/km.
 FR1035
 FR1035.The geoid height was determined by GEOID03.
 FR1035
 FR1035.The dynamic height is computed by dividing the NAVD 88
 FR1035.geopotential number by the normal gravity value computed on the
 FR1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1035.degrees latitude (g = 980.6199 gals.).
 FR1035
 FR1035.The modeled gravity was interpolated from observed gravity values.
 FR1035
 FR1035;                    North         East    Units  Estimated Accuracy
 FR1035;SPC AZ C     -   518,810.      145,720.      MT  (+/- 180 meters Scaled)
 FR1035
 FR1035                          SUPERSEDED SURVEY CONTROL
 FR1035
 FR1035  NGVD 29 (??/??/92) 1733.08   (m)         5685.9    (f) COMPUTED    2 2
 FR1035
 FR1035.Superseded values are not recommended for survey control.
 FR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1035.See file dsdata.txt to determine how the superseded data were derived.
 FR1035
 FR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE494492(NAD 83)
 FR1035_MARKER: DB = BENCH MARK DISK
 FR1035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1035_SP_SET: COPPER-CLAD STEEL ROD
 FR1035_STAMPING: 85 EMH 1973 5686
 FR1035_MARK LOGO: USGS  
 FR1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1035
 FR1035  HISTORY     - Date     Condition        Report By
 FR1035  HISTORY     - 1973     MONUMENTED       USGS
 FR1035
 FR1035                          STATION DESCRIPTION
 FR1035
 FR1035'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1035'77.9 KM (48.40 MI) NORTH FROM SELIGMAN.
 FR1035'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 3.4 MILES NORTH ALONG A
 FR1035'DIRT ROAD, 0.6 MILES SOUTH OF TWO METAL WATER TANKS ON THE EAST SIDE
 FR1035'OF THE ROAD, AT A DIP IN THE ROAD, ABOUT 185 FEET NORTH OF THE BOTTOM
 FR1035'OF A SHORT DESCENT IN THE ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 FR1035'ROAD.  ROD DEPTH UNKNOWN.
 FR1035'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0911 ***********************************************************************
 DV0911  DESIGNATION -  85 Z
 DV0911  PID         -  DV0911
 DV0911  STATE/COUNTY-  AZ/MARICOPA
 DV0911  USGS QUAD   -  VALENCIA (1982)
 DV0911
 DV0911                         *CURRENT SURVEY CONTROL
 DV0911  ___________________________________________________________________
 DV0911* NAD 83(1986)-  33 25 21.     (N)    112 33 22.     (W)     SCALED    
 DV0911* NAVD 88     -       310.62   (+/-2cm)    1019.1    (feet)  VERTCON   
 DV0911  ___________________________________________________________________
 DV0911  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV0911
 DV0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0911
 DV0911.The horizontal coordinates were scaled from a topographic map and have
 DV0911.an estimated accuracy of +/- 6 seconds.
 DV0911
 DV0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0911.The vertical order pertains to the NGVD 29 superseded value.
 DV0911
 DV0911.The geoid height was determined by GEOID03.
 DV0911
 DV0911;                    North         East    Units  Estimated Accuracy
 DV0911;SPC AZ C     -   268,790.      153,890.      MT  (+/- 180 meters Scaled)
 DV0911
 DV0911                          SUPERSEDED SURVEY CONTROL
 DV0911
 DV0911  NGVD 29 (??/??/92)  309.982  (m)         1017.00   (f) ADJ UNCH    2 0
 DV0911
 DV0911.Superseded values are not recommended for survey control.
 DV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0911.See file dsdata.txt to determine how the superseded data were derived.
 DV0911
 DV0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB553992(NAD 83)
 DV0911_MARKER: DD = SURVEY DISK
 DV0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0911_STAMPING: 85 Z 1962
 DV0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0911+STABILITY: SURFACE MOTION
 DV0911
 DV0911  HISTORY     - Date     Condition        Report By
 DV0911  HISTORY     - 1962     MONUMENTED       AZHD
 DV0911
 DV0911                          STATION DESCRIPTION
 DV0911
 DV0911'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV0911'5.7 MI NW FROM BUCKEYE.
 DV0911'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0911'BUCKEYE, THENCE 3.4 MILES NORTH ALONG MILLER ROAD, THENCE 2.1 MILE
 DV0911'EAST ALONG A DIRT ROAD AND AN IRRIGATION DITCH TO THE JUNCTION OF A
 DV0911'DIRT FARM ROAD LEADING SOUTH, AND A TRACK ROAD NORTH, 25 FEET NORTH OF
 DV0911'THE CENTER OF THE IRRIGATION DITCH, 10 FEET EAST OF THE EXTENDED
 DV0911'CENTER OF THE FARM ROAD, 10 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 DV0911'2.4 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV0911'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1270 ***********************************************************************
 DU1270  DESIGNATION -  856 14
 DU1270  PID         -  DU1270
 DU1270  STATE/COUNTY-  AZ/GILA
 DU1270  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1270
 DU1270                         *CURRENT SURVEY CONTROL
 DU1270  ___________________________________________________________________
 DU1270* NAD 83(1986)-  33 31 30.     (N)    110 54 08.     (W)     SCALED    
 DU1270* NAVD 88     -      1054.906  (meters)    3460.97   (feet)  ADJUSTED  
 DU1270  ___________________________________________________________________
 DU1270  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DU1270  DYNAMIC HT  -        1053.490 (meters)    3456.33  (feet)  COMP
 DU1270  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 DU1270
 DU1270  VERT ORDER  -  FIRST     CLASS II
 DU1270
 DU1270.The horizontal coordinates were scaled from a topographic map and have
 DU1270.an estimated accuracy of +/- 6 seconds.
 DU1270
 DU1270.The orthometric height was determined by differential leveling
 DU1270.and adjusted by the National Geodetic Survey in June 1991..
 DU1270
 DU1270.The geoid height was determined by GEOID03.
 DU1270
 DU1270.The dynamic height is computed by dividing the NAVD 88
 DU1270.geopotential number by the normal gravity value computed on the
 DU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1270.degrees latitude (g = 980.6199 gals.).
 DU1270
 DU1270.The modeled gravity was interpolated from observed gravity values.
 DU1270
 DU1270;                    North         East    Units  Estimated Accuracy
 DU1270;SPC AZ E     -   280,220.      145,040.      MT  (+/- 180 meters Scaled)
 DU1270
 DU1270                          SUPERSEDED SURVEY CONTROL
 DU1270
 DU1270.No superseded survey control is available for this station.
 DU1270
 DU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC090094(NAD 83)
 DU1270_MARKER: DB = BENCH MARK DISK
 DU1270_SETTING: 66 = SET IN ROCK OUTCROP
 DU1270_SP_SET: ROCK OUTCROP
 DU1270_STAMPING: 856-14 P+M 1969
 DU1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1270+STABILITY: POSITION/ELEVATION WELL
 DU1270
 DU1270  HISTORY     - Date     Condition        Report By
 DU1270  HISTORY     - 1969     MONUMENTED       AZHD
 DU1270  HISTORY     - 1979     GOOD             NGS
 DU1270
 DU1270                          STATION DESCRIPTION
 DU1270
 DU1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1270'16.9 MI NORTH FROM GLOBE.
 DU1270'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM
 DU1270'THE GILA COUNTY COURTHOUSE IN GLOBE, THENCE 12.3 MILES NORTH ALONG
 DU1270'STATE HIGHWAY 88 (APACHE TRAIL), 366 FEET WEST OF A HIGHLINE
 DU1270'TOWER, 73 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 39.5 FEET
 DU1270'NORTH OF A FENCE.
 DU1270'THE MARK IS 3.8 FT  NE FROM A WITNESS POST.
 DU1270'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0020 ***********************************************************************
 CZ0020  DESIGNATION -  859+47
 CZ0020  PID         -  CZ0020
 CZ0020  STATE/COUNTY-  AZ/COCHISE
 CZ0020  USGS QUAD   -  DRAGOON (1995)
 CZ0020
 CZ0020                         *CURRENT SURVEY CONTROL
 CZ0020  ___________________________________________________________________
 CZ0020* NAD 83(1986)-  32 04 32.     (N)    110 03 42.     (W)     SCALED    
 CZ0020* NAVD 88     -      1467.477  (meters)    4814.55   (feet)  ADJUSTED  
 CZ0020  ___________________________________________________________________
 CZ0020  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ0020  DYNAMIC HT  -        1465.215 (meters)    4807.13  (feet)  COMP
 CZ0020  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 CZ0020
 CZ0020  VERT ORDER  -  FIRST     CLASS II
 CZ0020
 CZ0020.The horizontal coordinates were scaled from a topographic map and have
 CZ0020.an estimated accuracy of +/- 6 seconds.
 CZ0020
 CZ0020.The orthometric height was determined by differential leveling
 CZ0020.and adjusted by the National Geodetic Survey in June 1991..
 CZ0020
 CZ0020.The geoid height was determined by GEOID03.
 CZ0020
 CZ0020.The dynamic height is computed by dividing the NAVD 88
 CZ0020.geopotential number by the normal gravity value computed on the
 CZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0020.degrees latitude (g = 980.6199 gals.).
 CZ0020
 CZ0020.The modeled gravity was interpolated from observed gravity values.
 CZ0020
 CZ0020;                    North         East    Units  Estimated Accuracy
 CZ0020;SPC AZ E     -   119,250.      223,270.      MT  (+/- 180 meters Scaled)
 CZ0020
 CZ0020                          SUPERSEDED SURVEY CONTROL
 CZ0020
 CZ0020  NGVD 29 (??/??/92) 1466.582  (m)         4811.61   (f) ADJ UNCH    1 2
 CZ0020
 CZ0020.Superseded values are not recommended for survey control.
 CZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0020.See file dsdata.txt to determine how the superseded data were derived.
 CZ0020
 CZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA885491(NAD 83)
 CZ0020_MARKER: DD = SURVEY DISK
 CZ0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0020_SP_SET: BRIDGE
 CZ0020_STAMPING: 859+47 4812.46
 CZ0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0020
 CZ0020  HISTORY     - Date     Condition        Report By
 CZ0020  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0020  HISTORY     - 1960     GOOD             NGS
 CZ0020  HISTORY     - 1979     GOOD             NGS
 CZ0020
 CZ0020                          STATION DESCRIPTION
 CZ0020
 CZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0020'17.25 MI E FROM BENSON.
 CZ0020'17.25 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0020'HIGHWAY 86, ABOUT 0.75 MILE WEST OF JOHNSON OVERPASS, 31 FEET
 CZ0020'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF THE
 CZ0020'HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST HEADWALL OF A
 CZ0020'CONCRETE BRIDGE, ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CZ0020
 CZ0020                          STATION RECOVERY (1979)
 CZ0020
 CZ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0020'28.2 KILOMETERS (17.55 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0020'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0020'OF THE NORTHWEST HEADWALL FOR A DOUBLE BOX CULVERT FOR THE HIGHWAY,
 CZ0020'0.2 KILOMETER (0.1 MILE) SOUTHWEST OF MILE POST 322 AND 9.3 METERS
 CZ0020'(30.7 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ0020'LANE.
 CZ0020'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0657 ***********************************************************************
 ER0657  DESIGNATION -  86 BKC
 ER0657  PID         -  ER0657
 ER0657  STATE/COUNTY-  AZ/APACHE
 ER0657  USGS QUAD   -  VERNON (1971)
 ER0657
 ER0657                         *CURRENT SURVEY CONTROL
 ER0657  ___________________________________________________________________
 ER0657* NAD 83(1986)-  34 16 19.     (N)    109 41 20.     (W)     SCALED    
 ER0657* NAVD 88     -      2092.493  (meters)    6865.12   (feet)  ADJUSTED  
 ER0657  ___________________________________________________________________
 ER0657  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0657  DYNAMIC HT  -        2089.338 (meters)    6854.77  (feet)  COMP
 ER0657  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 ER0657
 ER0657  VERT ORDER  -  SECOND    CLASS 0
 ER0657
 ER0657.The horizontal coordinates were scaled from a topographic map and have
 ER0657.an estimated accuracy of +/- 6 seconds.
 ER0657
 ER0657.The orthometric height was determined by differential leveling
 ER0657.and adjusted by the National Geodetic Survey in June 1991..
 ER0657
 ER0657.The geoid height was determined by GEOID03.
 ER0657
 ER0657.The dynamic height is computed by dividing the NAVD 88
 ER0657.geopotential number by the normal gravity value computed on the
 ER0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0657.degrees latitude (g = 980.6199 gals.).
 ER0657
 ER0657.The modeled gravity was interpolated from observed gravity values.
 ER0657
 ER0657;                    North         East    Units  Estimated Accuracy
 ER0657;SPC AZ E     -   362,920.      257,350.      MT  (+/- 180 meters Scaled)
 ER0657
 ER0657                          SUPERSEDED SURVEY CONTROL
 ER0657
 ER0657.No superseded survey control is available for this station.
 ER0657
 ER0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC206930(NAD 83)
 ER0657_MARKER: DB = BENCH MARK DISK
 ER0657_SETTING: 66 = SET IN ROCK OUTCROP
 ER0657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0657_STAMPING: 86 BKC 1968 6862
 ER0657_MARK LOGO: USGS  
 ER0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0657+STABILITY: POSITION/ELEVATION WELL
 ER0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0657+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0657
 ER0657  HISTORY     - Date     Condition        Report By
 ER0657  HISTORY     - 1968     MONUMENTED       USGS
 ER0657  HISTORY     - 20050729 GOOD             USPSQD
 ER0657
 ER0657                          STATION DESCRIPTION
 ER0657
 ER0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0657'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 0.3 MILES
 ER0657'EAST ALONG U S HIGHWAY 60, 73 FEET SOUTH OF THE HIGHWAY, 16 FEET WEST
 ER0657'OF A POWER POLE, 1.5 FEET NORTH OF A FENCE, SET IN A ROCK OUTCROP.
 ER0657
 ER0657                          STATION RECOVERY (2005)
 ER0657
 ER0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0626 ***********************************************************************
 FP0626  DESIGNATION -  86 DOR
 FP0626  PID         -  FP0626
 FP0626  STATE/COUNTY-  AZ/APACHE
 FP0626  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0626
 FP0626                         *CURRENT SURVEY CONTROL
 FP0626  ___________________________________________________________________
 FP0626* NAD 83(1986)-  35 00 54.     (N)    109 31 26.     (W)     SCALED    
 FP0626* NAVD 88     -      1855.779  (meters)    6088.50   (feet)  ADJUSTED  
 FP0626  ___________________________________________________________________
 FP0626  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0626  DYNAMIC HT  -        1853.141 (meters)    6079.85  (feet)  COMP
 FP0626  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 FP0626
 FP0626  VERT ORDER  -  SECOND    CLASS II
 FP0626
 FP0626.The horizontal coordinates were scaled from a topographic map and have
 FP0626.an estimated accuracy of +/- 6 seconds.
 FP0626
 FP0626.The orthometric height was determined by differential leveling
 FP0626.and adjusted by the National Geodetic Survey in June 1991..
 FP0626
 FP0626.The geoid height was determined by GEOID03.
 FP0626
 FP0626.The dynamic height is computed by dividing the NAVD 88
 FP0626.geopotential number by the normal gravity value computed on the
 FP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0626.degrees latitude (g = 980.6199 gals.).
 FP0626
 FP0626.The modeled gravity was interpolated from observed gravity values.
 FP0626
 FP0626;                    North         East    Units  Estimated Accuracy
 FP0626;SPC AZ E     -   445,430.      272,020.      MT  (+/- 180 meters Scaled)
 FP0626
 FP0626                          SUPERSEDED SURVEY CONTROL
 FP0626
 FP0626.No superseded survey control is available for this station.
 FP0626
 FP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346757(NAD 83)
 FP0626_MARKER: DB = BENCH MARK DISK
 FP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0626_SP_SET: CONCRETE POST
 FP0626_STAMPING: 86 DOR 1972 6085
 FP0626_MARK LOGO: USGS  
 FP0626_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0626+STABILITY: SURFACE MOTION
 FP0626
 FP0626  HISTORY     - Date     Condition        Report By
 FP0626  HISTORY     - 1972     MONUMENTED       USGS
 FP0626
 FP0626                          STATION DESCRIPTION
 FP0626
 FP0626'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0626'13.5 KM (8.40 MI) SOUTH FROM NAVAJO.
 FP0626'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0626'ROAD TO A T-ROAD SOUTH, THENCE 8.3 MILES SOUTH, 370 FEET NORTH OF THE
 FP0626'TOP OF A SLIGHT RISE, 25 FEET WEST OF THE ROAD, AND 1 FOOT EAST OF A
 FP0626'FENCE.
 FP0626'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0433 ***********************************************************************
 GQ0433  DESIGNATION -  86 DOR
 GQ0433  PID         -  GQ0433
 GQ0433  STATE/COUNTY-  AZ/MOHAVE
 GQ0433  USGS QUAD   -  LIZARD POINT (1979)
 GQ0433
 GQ0433                         *CURRENT SURVEY CONTROL
 GQ0433  ___________________________________________________________________
 GQ0433* NAD 83(1986)-  36 57 12.     (N)    113 33 19.     (W)     SCALED    
 GQ0433* NAVD 88     -       935.793  (meters)    3070.18   (feet)  POSTED    
 GQ0433  ___________________________________________________________________
 GQ0433  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 GQ0433  DYNAMIC HT  -         934.830 (meters)    3067.02  (feet)  COMP
 GQ0433  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 GQ0433
 GQ0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0433
 GQ0433.The horizontal coordinates were scaled from a topographic map and have
 GQ0433.an estimated accuracy of +/- 6 seconds.
 GQ0433
 GQ0433.The orthometric height was determined by differential leveling
 GQ0433.and adjusted by the National Geodetic Survey in 1992..
 GQ0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0433.rate of 0.0 thru 1.0 mm/km.
 GQ0433
 GQ0433.The geoid height was determined by GEOID03.
 GQ0433
 GQ0433.The dynamic height is computed by dividing the NAVD 88
 GQ0433.geopotential number by the normal gravity value computed on the
 GQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0433.degrees latitude (g = 980.6199 gals.).
 GQ0433
 GQ0433.The modeled gravity was interpolated from observed gravity values.
 GQ0433
 GQ0433;                    North         East    Units  Estimated Accuracy
 GQ0433;SPC AZ W     -   660,330.      230,700.      MT  (+/- 180 meters Scaled)
 GQ0433
 GQ0433                          SUPERSEDED SURVEY CONTROL
 GQ0433
 GQ0433  NGVD 29 (??/??/92)  934.96   (m)         3067.4    (f) COMPUTED    3 0
 GQ0433
 GQ0433.Superseded values are not recommended for survey control.
 GQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0433.See file dsdata.txt to determine how the superseded data were derived.
 GQ0433
 GQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724927(NAD 83)
 GQ0433_MARKER: DB = BENCH MARK DISK
 GQ0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0433_SP_SET: COPPER-CLAD STEEL ROD
 GQ0433_STAMPING: 86 DOR 1970 3067
 GQ0433_MARK LOGO: USGS  
 GQ0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0433
 GQ0433  HISTORY     - Date     Condition        Report By
 GQ0433  HISTORY     - 1970     MONUMENTED       USGS
 GQ0433
 GQ0433                          STATION DESCRIPTION
 GQ0433
 GQ0433'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0433'16.7 KM (10.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0433'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0433'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0433'ROAD TO THE ARIZONA STATE LINE, CONTINUE 3.7 MILES SOUTH ALONG MT.
 GQ0433'TRUMBULL ROAD, 0.5 MILES SOUTHWEST OF A CATTLEGUARD, 0.1 MILE OF A
 GQ0433'SOUTHEAST FENCE, 68 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0433'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0433'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0433'THE MARK IS 7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1036 ***********************************************************************
 FR1036  DESIGNATION -  86 EMH
 FR1036  PID         -  FR1036
 FR1036  STATE/COUNTY-  AZ/COCONINO
 FR1036  USGS QUAD   -  BLACK TANK (1980)
 FR1036
 FR1036                         *CURRENT SURVEY CONTROL
 FR1036  ___________________________________________________________________
 FR1036* NAD 83(1986)-  35 41 25.     (N)    112 39 57.     (W)     SCALED    
 FR1036* NAVD 88     -      1724.583  (meters)    5658.07   (feet)  POSTED    
 FR1036  ___________________________________________________________________
 FR1036  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FR1036  DYNAMIC HT  -        1722.350 (meters)    5650.74  (feet)  COMP
 FR1036  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 FR1036
 FR1036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1036
 FR1036.The horizontal coordinates were scaled from a topographic map and have
 FR1036.an estimated accuracy of +/- 6 seconds.
 FR1036
 FR1036.The orthometric height was determined by differential leveling
 FR1036.and adjusted by the National Geodetic Survey in 1992..
 FR1036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1036.rate of 0.0 thru 1.0 mm/km.
 FR1036
 FR1036.The geoid height was determined by GEOID03.
 FR1036
 FR1036.The dynamic height is computed by dividing the NAVD 88
 FR1036.geopotential number by the normal gravity value computed on the
 FR1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1036.degrees latitude (g = 980.6199 gals.).
 FR1036
 FR1036.The modeled gravity was interpolated from observed gravity values.
 FR1036
 FR1036;                    North         East    Units  Estimated Accuracy
 FR1036;SPC AZ C     -   520,410.      145,560.      MT  (+/- 180 meters Scaled)
 FR1036
 FR1036                          SUPERSEDED SURVEY CONTROL
 FR1036
 FR1036  NGVD 29 (??/??/92) 1723.72   (m)         5655.2    (f) COMPUTED    2 2
 FR1036
 FR1036.Superseded values are not recommended for survey control.
 FR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1036.See file dsdata.txt to determine how the superseded data were derived.
 FR1036
 FR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE492508(NAD 83)
 FR1036_MARKER: DB = BENCH MARK DISK
 FR1036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1036_SP_SET: COPPER-CLAD STEEL ROD
 FR1036_STAMPING: 86 EMH 1973 5655
 FR1036_MARK LOGO: USGS  
 FR1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1036
 FR1036  HISTORY     - Date     Condition        Report By
 FR1036  HISTORY     - 1973     MONUMENTED       USGS
 FR1036
 FR1036                          STATION DESCRIPTION
 FR1036
 FR1036'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1036'79.5 KM (49.40 MI) NORTH FROM SELIGMAN.
 FR1036'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 4.4 MILES NORTH ALONG A
 FR1036'DIRT ROAD, 0.4 MILES NORTH OF TWO METAL WATER TANKS ON THE EAST SIDE
 FR1036'OF THE ROAD, 138 FEET NORTH OF A DRAIN CROSSING, 34 FEET WEST OF THE
 FR1036'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1036'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0567 ***********************************************************************
 DA0567  DESIGNATION -  86 GWM
 DA0567  PID         -  DA0567
 DA0567  STATE/COUNTY-  AZ/MARICOPA
 DA0567  USGS QUAD   -  THEBA (1973)
 DA0567
 DA0567                         *CURRENT SURVEY CONTROL
 DA0567  ___________________________________________________________________
 DA0567* NAD 83(1986)-  32 54 38.     (N)    112 57 34.     (W)     SCALED    
 DA0567* NAVD 88     -       220.085  (meters)     722.06   (feet)  ADJUSTED  
 DA0567  ___________________________________________________________________
 DA0567  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0567  DYNAMIC HT  -         219.831 (meters)     721.23  (feet)  COMP
 DA0567  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DA0567
 DA0567  VERT ORDER  -  FIRST     CLASS II
 DA0567
 DA0567.The horizontal coordinates were scaled from a topographic map and have
 DA0567.an estimated accuracy of +/- 6 seconds.
 DA0567
 DA0567.The orthometric height was determined by differential leveling
 DA0567.and adjusted by the National Geodetic Survey in June 1991..
 DA0567
 DA0567.The geoid height was determined by GEOID03.
 DA0567
 DA0567.The dynamic height is computed by dividing the NAVD 88
 DA0567.geopotential number by the normal gravity value computed on the
 DA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0567.degrees latitude (g = 980.6199 gals.).
 DA0567
 DA0567.The modeled gravity was interpolated from observed gravity values.
 DA0567
 DA0567;                    North         East    Units  Estimated Accuracy
 DA0567;SPC AZ C     -   212,320.      115,820.      MT  (+/- 180 meters Scaled)
 DA0567
 DA0567                          SUPERSEDED SURVEY CONTROL
 DA0567
 DA0567  NGVD 29 (??/??/92)  219.518  (m)          720.20   (f) ADJ UNCH    1 2
 DA0567
 DA0567.Superseded values are not recommended for survey control.
 DA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0567.See file dsdata.txt to determine how the superseded data were derived.
 DA0567
 DA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB167430(NAD 83)
 DA0567_MARKER: DD = SURVEY DISK
 DA0567_SETTING: 0 = UNSPECIFIED SETTING
 DA0567_STAMPING: 720 FT 86 GWM 1948
 DA0567_MARK LOGO: USGS  
 DA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0567+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0567
 DA0567  HISTORY     - Date     Condition        Report By
 DA0567  HISTORY     - 1948     MONUMENTED       USGS
 DA0567  HISTORY     - 1952     GOOD             NGS
 DA0567  HISTORY     - 1980     GOOD             NGS
 DA0567  HISTORY     - 1980     GOOD             NGS
 DA0567  HISTORY     - 20060128 GOOD             USPSQD
 DA0567  HISTORY     - 20060128 GOOD             USPSQD
 DA0567
 DA0567                          STATION DESCRIPTION
 DA0567
 DA0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0567'14.5 MI W FROM GILA BEND.
 DA0567'14.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0567'WATER TANK AT GILA BEND, 0.2 MILE WEST OF A CATTLE GUARD, 82.2 FEET
 DA0567'SOUTHWEST OF A T JUNCTION OF THE HIGHWAY AND GRAVEL ROAD LEADING
 DA0567'NORTH, 54 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80,
 DA0567'93.3 FEET NORTH OF THE NORTH RAIL, 5.4 FEET SOUTH OF THE RAILROAD
 DA0567'PROPERTY LINE POST USED AS A WITNESS POST.
 DA0567
 DA0567                          STATION RECOVERY (1980)
 DA0567
 DA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0567'23.25 KM (14.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0567'THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE T JUNCTION OF PAINTED
 DA0567'ROCK ROAD AND THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 28.3 METERS
 DA0567'(93.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 28.5 METERS (93.5 FT)
 DA0567'SOUTHWEST OF THE CENTERLINE OF PAINTED ROCK ROAD, 16.2 METERS (53.0
 DA0567'FT) SOUTHEAST OF THE CENTERLINE OF THE OFF-RAMP ON INTERSTATE HIGHWAY
 DA0567'8, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 DA0567'ROAD, 1.5 METERS (5.0 FT) NORTHWEST OF A HIGHWAY -DEAD END- SIGN,
 DA0567'0.9 METER (3.0 FT) SOUTHWEST OF A WIRE FENCE, 0.6 METER (2.0 FT)
 DA0567'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DA0567'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0567'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0567
 DA0567                          STATION RECOVERY (1980)
 DA0567
 DA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0567'23.25 KM (14.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0567'THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE T JUNCTION OF PAINTED
 DA0567'ROCK ROAD AND THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 28.3 METERS
 DA0567'(93.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 28.5 METERS (93.5 FT)
 DA0567'SOUTHWEST OF THE CENTERLINE OF PAINTED ROCK ROAD, 16.2 METERS (53.0
 DA0567'FT) SOUTHEAST OF THE CENTERLINE OF THE OFF-RAMP ON INTERSTATE HIGHWAY
 DA0567'8, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 DA0567'ROAD, 1.5 METERS (5.0 FT) NORTHWEST OF A HIGHWAY -DEAD END- SIGN,
 DA0567'0.9 METER (3.0 FT) SOUTHWEST OF A WIRE FENCE, 0.6 METER (2.0 FT)
 DA0567'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DA0567'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0567'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0567
 DA0567                          STATION RECOVERY (2006)
 DA0567
 DA0567'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0567'RECOVERED AS DESCRIBED.
 DA0567
 DA0567                          STATION RECOVERY (2006)
 DA0567
 DA0567'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0567'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0133 ***********************************************************************
 CZ0133  DESIGNATION -  86+00
 CZ0133  PID         -  CZ0133
 CZ0133  STATE/COUNTY-  AZ/PIMA
 CZ0133  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0133
 CZ0133                         *CURRENT SURVEY CONTROL
 CZ0133  ___________________________________________________________________
 CZ0133* NAD 83(1986)-  32 15 52.     (N)    110 58 42.     (W)     SCALED    
 CZ0133* NAVD 88     -       709.64   (+/-2cm)    2328.2    (feet)  VERTCON   
 CZ0133  ___________________________________________________________________
 CZ0133  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0133
 CZ0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0133
 CZ0133.The horizontal coordinates were scaled from a topographic map and have
 CZ0133.an estimated accuracy of +/- 6 seconds.
 CZ0133
 CZ0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0133.The vertical order pertains to the NGVD 29 superseded value.
 CZ0133
 CZ0133.The geoid height was determined by GEOID03.
 CZ0133
 CZ0133;                    North         East    Units  Estimated Accuracy
 CZ0133;SPC AZ C     -   140,580.      301,760.      MT  (+/- 180 meters Scaled)
 CZ0133
 CZ0133                          SUPERSEDED SURVEY CONTROL
 CZ0133
 CZ0133  NGVD 29 (??/??/92)  708.977  (m)         2326.04   (f) ADJ UNCH    1 2
 CZ0133
 CZ0133.Superseded values are not recommended for survey control.
 CZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0133.See file dsdata.txt to determine how the superseded data were derived.
 CZ0133
 CZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020697(NAD 83)
 CZ0133_MARKER: DD = SURVEY DISK
 CZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0133_STAMPING: 2326.32 1949 86+00
 CZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0133+STABILITY: SURFACE MOTION
 CZ0133
 CZ0133  HISTORY     - Date     Condition        Report By
 CZ0133  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0133  HISTORY     - 1951     GOOD             NGS
 CZ0133  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0133
 CZ0133                          STATION DESCRIPTION
 CZ0133
 CZ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0133'3.2 MI N FROM TUCSON.
 CZ0133'3.2 MILES NORTH ALONG HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL BANK
 CZ0133'AT TUCSON, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 84, AT THE
 CZ0133'EAST EDGE OF THE EVERGREEN MASONIC CEMETERY, 52 FEET NORTH OF THE
 CZ0133'CENTER OF THE SOUTHERNMOST EAST ENTRANCE TO THE CEMETERY, 49 FEET WEST
 CZ0133'OF THE CENTERLINE OF THE 4 LANE HIGHWAY, 6.3 FEET EAST OF A FENCE, 4
 CZ0133'1/2 FEET NORTH OF THE CENTERLINE OF THE PROLONGATION OF DELANO ROAD
 CZ0133'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, IN THE TOP OF A CONCRETE POST
 CZ0133'PROJECTING 0.4 FOOT.
 CZ0133
 CZ0133                          STATION RECOVERY (1975)
 CZ0133
 CZ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0321 ***********************************************************************
 FS0321  DESIGNATION -  860+00
 FS0321  PID         -  FS0321
 FS0321  STATE/COUNTY-  AZ/MOHAVE
 FS0321  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0321
 FS0321                         *CURRENT SURVEY CONTROL
 FS0321  ___________________________________________________________________
 FS0321* NAD 83(1986)-  35 34 16.     (N)    114 22 57.     (W)     SCALED    
 FS0321* NAVD 88     -       854.544  (meters)    2803.62   (feet)  POSTED    
 FS0321  ___________________________________________________________________
 FS0321  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0321  DYNAMIC HT  -         853.580 (meters)    2800.45  (feet)  COMP
 FS0321  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 FS0321
 FS0321  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0321
 FS0321.The horizontal coordinates were scaled from a topographic map and have
 FS0321.an estimated accuracy of +/- 6 seconds.
 FS0321
 FS0321.The orthometric height was determined by differential leveling
 FS0321.and adjusted by the National Geodetic Survey in 1992..
 FS0321.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0321.rate of 2.1 thru 3.0 mm/km.
 FS0321
 FS0321.The geoid height was determined by GEOID03.
 FS0321
 FS0321.The dynamic height is computed by dividing the NAVD 88
 FS0321.geopotential number by the normal gravity value computed on the
 FS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0321.degrees latitude (g = 980.6199 gals.).
 FS0321
 FS0321.The modeled gravity was interpolated from observed gravity values.
 FS0321
 FS0321;                    North         East    Units  Estimated Accuracy
 FS0321;SPC AZ W     -   507,130.      156,030.      MT  (+/- 180 meters Scaled)
 FS0321
 FS0321                          SUPERSEDED SURVEY CONTROL
 FS0321
 FS0321  NGVD 29 (??/??/92)  853.780  (m)         2801.11   (f) ADJ UNCH    1 1
 FS0321
 FS0321.Superseded values are not recommended for survey control.
 FS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0321.See file dsdata.txt to determine how the superseded data were derived.
 FS0321
 FS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV372395(NAD 83)
 FS0321_MARKER: DD = SURVEY DISK
 FS0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0321_SP_SET: CULVERT
 FS0321_STAMPING: 2801.95 860+00 1935
 FS0321_MARK LOGO: AZHD  
 FS0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0321
 FS0321  HISTORY     - Date     Condition        Report By
 FS0321  HISTORY     - 1935     MONUMENTED       AZHD
 FS0321  HISTORY     - 1949     GOOD             NGS
 FS0321  HISTORY     - 1982     GOOD             NGS
 FS0321
 FS0321                          STATION DESCRIPTION
 FS0321
 FS0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0321'14 MI NW FROM GRASSHOPPER JUNCTION.
 FS0321'14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0321'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0321'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0321'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE CENTER
 FS0321'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0321
 FS0321                          STATION RECOVERY (1982)
 FS0321
 FS0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0321'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0139 ***********************************************************************
 DB0139  DESIGNATION -  861+44.09
 DB0139  PID         -  DB0139
 DB0139  STATE/COUNTY-  AZ/YUMA
 DB0139  USGS QUAD   -  LIGURTA (1965)
 DB0139
 DB0139                         *CURRENT SURVEY CONTROL
 DB0139  ___________________________________________________________________
 DB0139* NAD 83(1986)-  32 40 04.     (N)    114 15 14.     (W)     SCALED    
 DB0139* NAVD 88     -        70.45   (+/-2cm)     231.1    (feet)  VERTCON   
 DB0139  ___________________________________________________________________
 DB0139  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB0139
 DB0139  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0139
 DB0139.The horizontal coordinates were scaled from a topographic map and have
 DB0139.an estimated accuracy of +/- 6 seconds.
 DB0139
 DB0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0139.The vertical order pertains to the NGVD 29 superseded value.
 DB0139
 DB0139.The geoid height was determined by GEOID03.
 DB0139
 DB0139;                    North         East    Units  Estimated Accuracy
 DB0139;SPC AZ W     -   185,030.      166,100.      MT  (+/- 180 meters Scaled)
 DB0139
 DB0139                          SUPERSEDED SURVEY CONTROL
 DB0139
 DB0139  NGVD 29 (??/??/??)   69.806  (m)          229.02   (f) ADJUSTED    1 2
 DB0139
 DB0139.Superseded values are not recommended for survey control.
 DB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0139.See file dsdata.txt to determine how the superseded data were derived.
 DB0139
 DB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS575177(NAD 83)
 DB0139_MARKER: DD = SURVEY DISK
 DB0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0139_SP_SET: BRIDGE
 DB0139_STAMPING: 861+44.09 1949
 DB0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0139
 DB0139  HISTORY     - Date     Condition        Report By
 DB0139  HISTORY     - 1949     MONUMENTED       AZHD
 DB0139  HISTORY     - 1960     GOOD             NGS
 DB0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0139
 DB0139                          STATION DESCRIPTION
 DB0139
 DB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0139'3.2 MI E FROM LIGURTA.
 DB0139'3.2 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 19 FEET SOUTH
 DB0139'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE WEST END OF
 DB0139'A BRIDGE, SET IN THE CONCRETE WALK WAY OF A BRIDGE ABOUT 1 FOOT
 DB0139'HIGHER THAN THE HIGHWAY.
 DB0139
 DB0139                          STATION RECOVERY (1981)
 DB0139
 DB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0139'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DB0139
 DB0139                          STATION RECOVERY (1981)
 DB0139
 DB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0139'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0021 ***********************************************************************
 CZ0021  DESIGNATION -  869+
 CZ0021  PID         -  CZ0021
 CZ0021  STATE/COUNTY-  AZ/COCHISE
 CZ0021  USGS QUAD   -  DRAGOON (1995)
 CZ0021
 CZ0021                         *CURRENT SURVEY CONTROL
 CZ0021  ___________________________________________________________________
 CZ0021* NAD 83(1986)-  32 04 38.     (N)    110 03 35.     (W)     SCALED    
 CZ0021* NAVD 88     -      1465.185  (meters)    4807.03   (feet)  ADJUSTED  
 CZ0021  ___________________________________________________________________
 CZ0021  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ0021  DYNAMIC HT  -        1462.928 (meters)    4799.62  (feet)  COMP
 CZ0021  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 CZ0021
 CZ0021  VERT ORDER  -  FIRST     CLASS II
 CZ0021
 CZ0021.The horizontal coordinates were scaled from a topographic map and have
 CZ0021.an estimated accuracy of +/- 6 seconds.
 CZ0021
 CZ0021.The orthometric height was determined by differential leveling
 CZ0021.and adjusted by the National Geodetic Survey in June 1991..
 CZ0021
 CZ0021.The geoid height was determined by GEOID03.
 CZ0021
 CZ0021.The dynamic height is computed by dividing the NAVD 88
 CZ0021.geopotential number by the normal gravity value computed on the
 CZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0021.degrees latitude (g = 980.6199 gals.).
 CZ0021
 CZ0021.The modeled gravity was interpolated from observed gravity values.
 CZ0021
 CZ0021;                    North         East    Units  Estimated Accuracy
 CZ0021;SPC AZ E     -   119,430.      223,460.      MT  (+/- 180 meters Scaled)
 CZ0021
 CZ0021                          SUPERSEDED SURVEY CONTROL
 CZ0021
 CZ0021  NGVD 29 (??/??/92) 1464.290  (m)         4804.09   (f) ADJ UNCH    1 2
 CZ0021
 CZ0021.Superseded values are not recommended for survey control.
 CZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0021.See file dsdata.txt to determine how the superseded data were derived.
 CZ0021
 CZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA887493(NAD 83)
 CZ0021_MARKER: DD = SURVEY DISK
 CZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0021_SP_SET: HEADWALL
 CZ0021_STAMPING: 869+4804.92 1958
 CZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0021
 CZ0021  HISTORY     - Date     Condition        Report By
 CZ0021  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0021  HISTORY     - 1960     GOOD             NGS
 CZ0021  HISTORY     - 1979     GOOD             NGS
 CZ0021
 CZ0021                          STATION DESCRIPTION
 CZ0021
 CZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0021'17.4 MI E FROM BENSON.
 CZ0021'17.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0021'HIGHWAY 86, ABOUT 0.5 MILE SOUTHWEST OF JOHNSON OVERPASS, 0.2 MILE
 CZ0021'WEST OF MILEPOST 310, 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 CZ0021'WESTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 CZ0021'NORTHWEST HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0021
 CZ0021                          STATION RECOVERY (1979)
 CZ0021
 CZ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0021'28.5 KILOMETERS (17.75 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0021'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0021'OF THE NORTHWEST HEADWALL FOR A 2.4- BY 3.0-METER BOX CULVERT FOR
 CZ0021'THE HIGHWAY, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF MILE POST 322,
 CZ0021'8.6 METERS (28.4 FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0021'TRAFFIC LANE.
 CZ0021'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1055 ***********************************************************************
 DU1055  DESIGNATION -  869.03
 DU1055  PID         -  DU1055
 DU1055  STATE/COUNTY-  AZ/PINAL
 DU1055  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1055
 DU1055                         *CURRENT SURVEY CONTROL
 DU1055  ___________________________________________________________________
 DU1055* NAD 83(1986)-  33 24 31.     (N)    111 32 20.     (W)     SCALED    
 DU1055* NAVD 88     -       525.55   (+/-2cm)    1724.2    (feet)  VERTCON   
 DU1055  ___________________________________________________________________
 DU1055  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1055
 DU1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1055
 DU1055.The horizontal coordinates were scaled from a topographic map and have
 DU1055.an estimated accuracy of +/- 6 seconds.
 DU1055
 DU1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1055.The vertical order pertains to the NGVD 29 superseded value.
 DU1055
 DU1055.The geoid height was determined by GEOID03.
 DU1055
 DU1055;                    North         East    Units  Estimated Accuracy
 DU1055;SPC AZ C     -   267,130.      248,500.      MT  (+/- 180 meters Scaled)
 DU1055
 DU1055                          SUPERSEDED SURVEY CONTROL
 DU1055
 DU1055  NGVD 29 (??/??/92)  524.982  (m)         1722.38   (f) ADJ UNCH    1 2
 DU1055
 DU1055.Superseded values are not recommended for survey control.
 DU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1055.See file dsdata.txt to determine how the superseded data were derived.
 DU1055
 DU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB498967(NAD 83)
 DU1055_MARKER: DD = SURVEY DISK
 DU1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1055_SP_SET: WASH
 DU1055_STAMPING: 869.03 42
 DU1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1055
 DU1055  HISTORY     - Date     Condition        Report By
 DU1055  HISTORY     - UNK      MONUMENTED       AZHD
 DU1055  HISTORY     - 1948     GOOD             NGS
 DU1055  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1055
 DU1055                          STATION DESCRIPTION
 DU1055
 DU1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1055'0.7 MI SE FROM APACHE JUNCTION.
 DU1055'ABOUT 0.7 MILE SOUTHEAST ALONG U. S. HIGHWAY NO. 60 FROM APACHE
 DU1055'JUNCTION, 19.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP
 DU1055'AND IN THE CENTER OF A 10-FEET LONG CONCRETE HEADWALL OVER A SMALL
 DU1055'WASH AND ABOUT LEVEL WITH THE HIGHWAY.
 DU1055
 DU1055                          STATION RECOVERY (1981)
 DU1055
 DU1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1055'THE MARK IS BELIEVED TO BE DESTROYED AS A NEW HEADWALL HAS BEEN BUILT.
 DU1055'AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0658 ***********************************************************************
 ER0658  DESIGNATION -  87 BKC
 ER0658  PID         -  ER0658
 ER0658  STATE/COUNTY-  AZ/APACHE
 ER0658  USGS QUAD   -  VERNON (1971)
 ER0658
 ER0658                         *CURRENT SURVEY CONTROL
 ER0658  ___________________________________________________________________
 ER0658* NAD 83(1986)-  34 16 17.     (N)    109 42 36.     (W)     SCALED    
 ER0658* NAVD 88     -      2100.462  (meters)    6891.27   (feet)  ADJUSTED  
 ER0658  ___________________________________________________________________
 ER0658  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0658  DYNAMIC HT  -        2097.294 (meters)    6880.87  (feet)  COMP
 ER0658  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 ER0658
 ER0658  VERT ORDER  -  SECOND    CLASS 0
 ER0658
 ER0658.The horizontal coordinates were scaled from a topographic map and have
 ER0658.an estimated accuracy of +/- 6 seconds.
 ER0658
 ER0658.The orthometric height was determined by differential leveling
 ER0658.and adjusted by the National Geodetic Survey in June 1991..
 ER0658
 ER0658.The geoid height was determined by GEOID03.
 ER0658
 ER0658.The dynamic height is computed by dividing the NAVD 88
 ER0658.geopotential number by the normal gravity value computed on the
 ER0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0658.degrees latitude (g = 980.6199 gals.).
 ER0658
 ER0658.The modeled gravity was interpolated from observed gravity values.
 ER0658
 ER0658;                    North         East    Units  Estimated Accuracy
 ER0658;SPC AZ E     -   362,850.      255,410.      MT  (+/- 180 meters Scaled)
 ER0658
 ER0658                          SUPERSEDED SURVEY CONTROL
 ER0658
 ER0658.No superseded survey control is available for this station.
 ER0658
 ER0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC187930(NAD 83)
 ER0658_MARKER: DB = BENCH MARK DISK
 ER0658_SETTING: 80 = SET IN A BOULDER
 ER0658_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0658_STAMPING: 87 BKC 1968 6889
 ER0658_MARK LOGO: USGS  
 ER0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0658+STABILITY: SURFACE MOTION
 ER0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0658+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0658
 ER0658  HISTORY     - Date     Condition        Report By
 ER0658  HISTORY     - 1968     MONUMENTED       USGS
 ER0658  HISTORY     - 20050729 GOOD             USPSQD
 ER0658
 ER0658                          STATION DESCRIPTION
 ER0658
 ER0658'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0658'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 1.0 MILE
 ER0658'WEST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE HIGHWAY, 9 FEET WEST
 ER0658'OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE SET IN A LARGE BOULDER.
 ER0658
 ER0658                          STATION RECOVERY (2005)
 ER0658
 ER0658'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0627 ***********************************************************************
 FP0627  DESIGNATION -  87 DOR
 FP0627  PID         -  FP0627
 FP0627  STATE/COUNTY-  AZ/APACHE
 FP0627  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0627
 FP0627                         *CURRENT SURVEY CONTROL
 FP0627  ___________________________________________________________________
 FP0627* NAD 83(1986)-  35 00 36.     (N)    109 31 26.     (W)     SCALED    
 FP0627* NAVD 88     -      1851.336  (meters)    6073.92   (feet)  ADJUSTED  
 FP0627  ___________________________________________________________________
 FP0627  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0627  DYNAMIC HT  -        1848.702 (meters)    6065.28  (feet)  COMP
 FP0627  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FP0627
 FP0627  VERT ORDER  -  SECOND    CLASS II
 FP0627
 FP0627.The horizontal coordinates were scaled from a topographic map and have
 FP0627.an estimated accuracy of +/- 6 seconds.
 FP0627
 FP0627.The orthometric height was determined by differential leveling
 FP0627.and adjusted by the National Geodetic Survey in June 1991..
 FP0627
 FP0627.The geoid height was determined by GEOID03.
 FP0627
 FP0627.The dynamic height is computed by dividing the NAVD 88
 FP0627.geopotential number by the normal gravity value computed on the
 FP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0627.degrees latitude (g = 980.6199 gals.).
 FP0627
 FP0627.The modeled gravity was interpolated from observed gravity values.
 FP0627
 FP0627;                    North         East    Units  Estimated Accuracy
 FP0627;SPC AZ E     -   444,870.      272,030.      MT  (+/- 180 meters Scaled)
 FP0627
 FP0627                          SUPERSEDED SURVEY CONTROL
 FP0627
 FP0627.No superseded survey control is available for this station.
 FP0627
 FP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346751(NAD 83)
 FP0627_MARKER: DB = BENCH MARK DISK
 FP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0627_SP_SET: CONCRETE POST
 FP0627_STAMPING: 87 DOR 1972 6071
 FP0627_MARK LOGO: USGS  
 FP0627_PROJECTION: PROJECTING 25 CENTIMETERS
 FP0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0627+STABILITY: SURFACE MOTION
 FP0627
 FP0627  HISTORY     - Date     Condition        Report By
 FP0627  HISTORY     - 1972     MONUMENTED       USGS
 FP0627
 FP0627                          STATION DESCRIPTION
 FP0627
 FP0627'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0627'14.2 KM (8.80 MI) SOUTH FROM NAVAJO.
 FP0627'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0627'ROAD TO A T-ROAD SOUTH, THENCE 8.7 MILES SOUTH, 0.2 MILES NORTH OF A
 FP0627'STEEL WATER TANK, 27 FEET WEST OF THE ROAD, 15 FEET SOUTH OF A BRASS
 FP0627'CAP ON A 1- INCH IRON PIPE STAMPED -LS 5704 T19N S25 S30 S36 S31 R26E
 FP0627'R27E 1972- , AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0434 ***********************************************************************
 GQ0434  DESIGNATION -  87 DOR
 GQ0434  PID         -  GQ0434
 GQ0434  STATE/COUNTY-  AZ/MOHAVE
 GQ0434  USGS QUAD   -  LIZARD POINT (1979)
 GQ0434
 GQ0434                         *CURRENT SURVEY CONTROL
 GQ0434  ___________________________________________________________________
 GQ0434* NAD 83(1986)-  36 56 21.     (N)    113 33 23.     (W)     SCALED    
 GQ0434* NAVD 88     -       958.640  (meters)    3145.14   (feet)  POSTED    
 GQ0434  ___________________________________________________________________
 GQ0434  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 GQ0434  DYNAMIC HT  -         957.640 (meters)    3141.86  (feet)  COMP
 GQ0434  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 GQ0434
 GQ0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0434
 GQ0434.The horizontal coordinates were scaled from a topographic map and have
 GQ0434.an estimated accuracy of +/- 6 seconds.
 GQ0434
 GQ0434.The orthometric height was determined by differential leveling
 GQ0434.and adjusted by the National Geodetic Survey in 1992..
 GQ0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0434.rate of 0.0 thru 1.0 mm/km.
 GQ0434
 GQ0434.The geoid height was determined by GEOID03.
 GQ0434
 GQ0434.The dynamic height is computed by dividing the NAVD 88
 GQ0434.geopotential number by the normal gravity value computed on the
 GQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0434.degrees latitude (g = 980.6199 gals.).
 GQ0434
 GQ0434.The modeled gravity was interpolated from observed gravity values.
 GQ0434
 GQ0434;                    North         East    Units  Estimated Accuracy
 GQ0434;SPC AZ W     -   658,760.      230,610.      MT  (+/- 180 meters Scaled)
 GQ0434
 GQ0434                          SUPERSEDED SURVEY CONTROL
 GQ0434
 GQ0434  NGVD 29 (??/??/92)  957.80   (m)         3142.4    (f) COMPUTED    3 0
 GQ0434
 GQ0434.Superseded values are not recommended for survey control.
 GQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0434.See file dsdata.txt to determine how the superseded data were derived.
 GQ0434
 GQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF723911(NAD 83)
 GQ0434_MARKER: DB = BENCH MARK DISK
 GQ0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0434_SP_SET: COPPER-CLAD STEEL ROD
 GQ0434_STAMPING: 87 DOR 1970 3142
 GQ0434_MARK LOGO: USGS  
 GQ0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0434
 GQ0434  HISTORY     - Date     Condition        Report By
 GQ0434  HISTORY     - 1970     MONUMENTED       USGS
 GQ0434
 GQ0434                          STATION DESCRIPTION
 GQ0434
 GQ0434'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0434'18.3 KM (11.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0434'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0434'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0434'ROAD TO THE ARIZONA STATE LINE, CONTINUE 4.7 MILES SOUTH ALONG MT.
 GQ0434'TRUMBULL ROAD, 100 FEET WEST OF THE ROAD, 7 FEET EAST OF A FENCE, 4
 GQ0434'FEET SOUTH OF A USGLO BRASS CAP STAMPED 1/4 S23 S24 1911.  ROD DEPTH
 GQ0434'UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0434'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0434'THE MARK IS 18 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0317 ***********************************************************************
 CY0317  DESIGNATION -  87 H
 CY0317  PID         -  CY0317
 CY0317  STATE/COUNTY-  AZ/COCHISE
 CY0317  USGS QUAD   -  VANAR (1987)
 CY0317
 CY0317                         *CURRENT SURVEY CONTROL
 CY0317  ___________________________________________________________________
 CY0317* NAD 83(1986)-  32 14 24.     (N)    109 05 29.     (W)     SCALED    
 CY0317* NAVD 88     -      1192.137  (meters)    3911.20   (feet)  ADJUSTED  
 CY0317  ___________________________________________________________________
 CY0317  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CY0317  DYNAMIC HT  -        1190.368 (meters)    3905.40  (feet)  COMP
 CY0317  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 CY0317
 CY0317  VERT ORDER  -  FIRST     CLASS II
 CY0317
 CY0317.The horizontal coordinates were scaled from a topographic map and have
 CY0317.an estimated accuracy of +/- 6 seconds.
 CY0317
 CY0317.The orthometric height was determined by differential leveling
 CY0317.and adjusted by the National Geodetic Survey in June 1991..
 CY0317
 CY0317.The geoid height was determined by GEOID03.
 CY0317
 CY0317.The dynamic height is computed by dividing the NAVD 88
 CY0317.geopotential number by the normal gravity value computed on the
 CY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0317.degrees latitude (g = 980.6199 gals.).
 CY0317
 CY0317.The modeled gravity was interpolated from observed gravity values.
 CY0317
 CY0317;                    North         East    Units  Estimated Accuracy
 CY0317;SPC AZ E     -   137,990.      314,690.      MT  (+/- 180 meters Scaled)
 CY0317
 CY0317                          SUPERSEDED SURVEY CONTROL
 CY0317
 CY0317  NGVD 29 (??/??/92) 1191.408  (m)         3908.81   (f) ADJ UNCH    1 2
 CY0317
 CY0317.Superseded values are not recommended for survey control.
 CY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0317.See file dsdata.txt to determine how the superseded data were derived.
 CY0317
 CY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA798686(NAD 83)
 CY0317_MARKER: DD = SURVEY DISK
 CY0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0317_STAMPING: 87 H 1907
 CY0317_PROJECTION: PROJECTING 49 CENTIMETERS
 CY0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0317
 CY0317  HISTORY     - Date     Condition        Report By
 CY0317  HISTORY     - 1907     MONUMENTED       USGS
 CY0317  HISTORY     - 1960     GOOD             NGS
 CY0317  HISTORY     - 1979     POOR             NGS
 CY0317
 CY0317                          STATION DESCRIPTION
 CY0317
 CY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0317'8.4 MI E FROM SAN SIMON.
 CY0317'8.4 MILES EAST ALONG STATE HIGHWAY 86 FROM SAN SIMON, COCHISE COUNTY,
 CY0317'0.4 MILE EAST OF BENCH MARK E 330, 0.15 MILE WEST OF RAILROAD BRIDGE
 CY0317'NO. 1122.53, APPROXIMATELY 400 FEET NORTH OF HIGHWAY 86, 126 FEET
 CY0317'SOUTH OF THE CENTERLINE OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 CY0317'RAILROAD, IN THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 CY0317'SURVEY STANDARD CAP STAMPED 87 H 1907 AND RIVETED TO THE TOP OF A 3
 CY0317'1/2-INCH IRON PIPE.
 CY0317
 CY0317                          STATION RECOVERY (1979)
 CY0317
 CY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0317'12.9 KILOMETERS (8.1 MILES) EAST ALONG THE SOUTHERN
 CY0317'PACIFIC RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0317'0.2 KILOMETER (0.15 MILE) WEST OF RAILROAD CULVERT 112253,
 CY0317'38.5 METERS (126.3 FEET) SOUTH OF THE SOUTH RAIL,
 CY0317'34.1 METERS (111.8 FEET) SOUTHWEST OF THE 4/TH TELEPHONE POLE
 CY0317'WEST OF BRIDGE 1122.53, 26.1 METERS (85.7 FEET) SOUTHEAST OF
 CY0317'THE 5/TH TELEPHONE POLE WEST OF BRIDGE 1122.53, RIVETED ON TOP AN
 CY0317'IRON PIPE PROJECTING 49 CENTIMETERS.
 CY0317'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0317'THE MARK IS 2.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0914 ***********************************************************************
 DV0914  DESIGNATION -  87 Z
 DV0914  PID         -  DV0914
 DV0914  STATE/COUNTY-  AZ/MARICOPA
 DV0914  USGS QUAD   -  VALENCIA (1982)
 DV0914
 DV0914                         *CURRENT SURVEY CONTROL
 DV0914  ___________________________________________________________________
 DV0914* NAD 83(1986)-  33 25 16.     (N)    112 31 18.     (W)     SCALED    
 DV0914* NAVD 88     -       302.58   (+/-2cm)     992.7    (feet)  VERTCON   
 DV0914  ___________________________________________________________________
 DV0914  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0914
 DV0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0914
 DV0914.The horizontal coordinates were scaled from a topographic map and have
 DV0914.an estimated accuracy of +/- 6 seconds.
 DV0914
 DV0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0914.The vertical order pertains to the NGVD 29 superseded value.
 DV0914
 DV0914.The geoid height was determined by GEOID03.
 DV0914
 DV0914;                    North         East    Units  Estimated Accuracy
 DV0914;SPC AZ C     -   268,620.      157,100.      MT  (+/- 180 meters Scaled)
 DV0914
 DV0914                          SUPERSEDED SURVEY CONTROL
 DV0914
 DV0914  NGVD 29 (??/??/92)  301.941  (m)          990.62   (f) ADJ UNCH    2 0
 DV0914
 DV0914.Superseded values are not recommended for survey control.
 DV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0914.See file dsdata.txt to determine how the superseded data were derived.
 DV0914
 DV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB585990(NAD 83)
 DV0914_MARKER: DD = SURVEY DISK
 DV0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0914_STAMPING: 87 Z 1962
 DV0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0914+STABILITY: SURFACE MOTION
 DV0914
 DV0914  HISTORY     - Date     Condition        Report By
 DV0914  HISTORY     - 1962     MONUMENTED       AZHD
 DV0914
 DV0914                          STATION DESCRIPTION
 DV0914
 DV0914'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV0914'4.5 MI SW FROM PERRYVILLE.
 DV0914'1 MILE SOUTH ALONG PERRYVILLE RD FROM THE JUNCTION OF YUMA RD AT
 DV0914'PERRYVILLE, THENCE 3.5 MILES WEST ALONG LOWER BUCKEYE RD AND THE MARK
 DV0914'SET AT THE JUNCTION OF LOWER BUCKEYE AND DEAN RD.  THE MARK IS A DISK
 DV0914'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH, LOCATED 42 FT. SOUTH
 DV0914'OF THE CENTER OF LOWER BUCKEYE RD, 23.5 FT. EAST OF THE CENTER OF DEAN
 DV0914'RD, 16.5 FT. SOUTH OF POWER POLE NO. 15, 1.9 FT. SOUTH OF A WITNESS
 DV0914'POST.  NOTE-- TO REACH THE MARK FROM THE VALLEY NATIONAL BANK IN
 DV0914'BUCKEYE GO 0.3 MILES WEST ON US 80, 3.0 NORTH ON MILLER RD, 3.75 MILES
 DV0914'NORTHEAST ON THE CANAL RD, AND 0.35 MILES EAST ON A DIRT FARM RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0320 ***********************************************************************
 FS0320  DESIGNATION -  873+3166
 FS0320  PID         -  FS0320
 FS0320  STATE/COUNTY-  AZ/MOHAVE
 FS0320  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0320
 FS0320                         *CURRENT SURVEY CONTROL
 FS0320  ___________________________________________________________________
 FS0320* NAD 83(1986)-  35 34 30.     (N)    114 23 03.     (W)     SCALED    
 FS0320* NAVD 88     -       852.074  (meters)    2795.51   (feet)  POSTED    
 FS0320  ___________________________________________________________________
 FS0320  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0320  DYNAMIC HT  -         851.110 (meters)    2792.35  (feet)  COMP
 FS0320  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 FS0320
 FS0320  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0320
 FS0320.The horizontal coordinates were scaled from a topographic map and have
 FS0320.an estimated accuracy of +/- 6 seconds.
 FS0320
 FS0320.The orthometric height was determined by differential leveling
 FS0320.and adjusted by the National Geodetic Survey in 1992..
 FS0320.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0320.rate of 2.1 thru 3.0 mm/km.
 FS0320
 FS0320.The geoid height was determined by GEOID03.
 FS0320
 FS0320.The dynamic height is computed by dividing the NAVD 88
 FS0320.geopotential number by the normal gravity value computed on the
 FS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0320.degrees latitude (g = 980.6199 gals.).
 FS0320
 FS0320.The modeled gravity was interpolated from observed gravity values.
 FS0320
 FS0320;                    North         East    Units  Estimated Accuracy
 FS0320;SPC AZ W     -   507,560.      155,880.      MT  (+/- 180 meters Scaled)
 FS0320
 FS0320                          SUPERSEDED SURVEY CONTROL
 FS0320
 FS0320  NGVD 29 (??/??/92)  851.313  (m)         2793.02   (f) ADJ UNCH    1 1
 FS0320
 FS0320.Superseded values are not recommended for survey control.
 FS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0320.See file dsdata.txt to determine how the superseded data were derived.
 FS0320
 FS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV370399(NAD 83)
 FS0320_MARKER: DD = SURVEY DISK
 FS0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0320_SP_SET: CULVERT
 FS0320_STAMPING: 873+3166 2793.80 1935
 FS0320_MARK LOGO: AZHD  
 FS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0320
 FS0320  HISTORY     - Date     Condition        Report By
 FS0320  HISTORY     - 1935     MONUMENTED       AZHD
 FS0320  HISTORY     - 1949     GOOD             NGS
 FS0320  HISTORY     - 1955     GOOD             NGS
 FS0320  HISTORY     - 1982     GOOD             NGS
 FS0320
 FS0320                          STATION DESCRIPTION
 FS0320
 FS0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0320'14.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0320'14.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0320'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A TRIPLE 4- BY 10-FOOT
 FS0320'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0320'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0320'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0320
 FS0320                          STATION RECOVERY (1955)
 FS0320
 FS0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0320'RECOVERED IN GOOD CONDITION.
 FS0320
 FS0320                          STATION RECOVERY (1982)
 FS0320
 FS0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0320'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0659 ***********************************************************************
 ER0659  DESIGNATION -  88 BKC
 ER0659  PID         -  ER0659
 ER0659  STATE/COUNTY-  AZ/APACHE
 ER0659  USGS QUAD   -  VERNON (1971)
 ER0659
 ER0659                         *CURRENT SURVEY CONTROL
 ER0659  ___________________________________________________________________
 ER0659* NAD 83(1986)-  34 16 12.     (N)    109 43 57.     (W)     SCALED    
 ER0659* NAVD 88     -      2112.776  (meters)    6931.67   (feet)  ADJUSTED  
 ER0659  ___________________________________________________________________
 ER0659  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0659  DYNAMIC HT  -        2109.583 (meters)    6921.19  (feet)  COMP
 ER0659  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 ER0659
 ER0659  VERT ORDER  -  SECOND    CLASS 0
 ER0659
 ER0659.The horizontal coordinates were scaled from a topographic map and have
 ER0659.an estimated accuracy of +/- 6 seconds.
 ER0659
 ER0659.The orthometric height was determined by differential leveling
 ER0659.and adjusted by the National Geodetic Survey in June 1991..
 ER0659
 ER0659.The geoid height was determined by GEOID03.
 ER0659
 ER0659.The dynamic height is computed by dividing the NAVD 88
 ER0659.geopotential number by the normal gravity value computed on the
 ER0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0659.degrees latitude (g = 980.6199 gals.).
 ER0659
 ER0659.The modeled gravity was interpolated from observed gravity values.
 ER0659
 ER0659;                    North         East    Units  Estimated Accuracy
 ER0659;SPC AZ E     -   362,690.      253,340.      MT  (+/- 180 meters Scaled)
 ER0659
 ER0659                          SUPERSEDED SURVEY CONTROL
 ER0659
 ER0659.No superseded survey control is available for this station.
 ER0659
 ER0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC166928(NAD 83)
 ER0659_MARKER: DB = BENCH MARK DISK
 ER0659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ER0659+WITH SETTING: PAVEMENT
 ER0659_SP_SET: CONCRETE CATTLEGUARD
 ER0659_STAMPING: 88 BKC 1968 6929
 ER0659_MARK LOGO: USGS  
 ER0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0659+STABILITY: SURFACE MOTION
 ER0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0659+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0659
 ER0659  HISTORY     - Date     Condition        Report By
 ER0659  HISTORY     - 1968     MONUMENTED       USGS
 ER0659  HISTORY     - 20050729 GOOD             USPSQD
 ER0659
 ER0659                          STATION DESCRIPTION
 ER0659
 ER0659'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0659'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 2.3 MILES
 ER0659'WEST ALONG U S HIGHWAY 60, TO A T-ROAD SOUTH, 70 FEET SOUTH OF THE
 ER0659'HIGHWAY, 8 FEET EAST OF A DIRT ROAD, IN THE NORTH END OF THE EAST
 ER0659'HEADWALL OF A CONCRETE CATTLEGUARD.
 ER0659
 ER0659                          STATION RECOVERY (2005)
 ER0659
 ER0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0550 ***********************************************************************
 ER0550  DESIGNATION -  88 DOR
 ER0550  PID         -  ER0550
 ER0550  STATE/COUNTY-  AZ/APACHE
 ER0550  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0550
 ER0550                         *CURRENT SURVEY CONTROL
 ER0550  ___________________________________________________________________
 ER0550* NAD 83(1986)-  34 59 43.     (N)    109 31 27.     (W)     SCALED    
 ER0550* NAVD 88     -      1848.367  (meters)    6064.18   (feet)  ADJUSTED  
 ER0550  ___________________________________________________________________
 ER0550  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0550  DYNAMIC HT  -        1845.737 (meters)    6055.56  (feet)  COMP
 ER0550  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 ER0550
 ER0550  VERT ORDER  -  SECOND    CLASS II
 ER0550
 ER0550.The horizontal coordinates were scaled from a topographic map and have
 ER0550.an estimated accuracy of +/- 6 seconds.
 ER0550
 ER0550.The orthometric height was determined by differential leveling
 ER0550.and adjusted by the National Geodetic Survey in June 1991..
 ER0550
 ER0550.The geoid height was determined by GEOID03.
 ER0550
 ER0550.The dynamic height is computed by dividing the NAVD 88
 ER0550.geopotential number by the normal gravity value computed on the
 ER0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0550.degrees latitude (g = 980.6199 gals.).
 ER0550
 ER0550.The modeled gravity was interpolated from observed gravity values.
 ER0550
 ER0550;                    North         East    Units  Estimated Accuracy
 ER0550;SPC AZ E     -   443,240.      272,010.      MT  (+/- 180 meters Scaled)
 ER0550
 ER0550                          SUPERSEDED SURVEY CONTROL
 ER0550
 ER0550.No superseded survey control is available for this station.
 ER0550
 ER0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346735(NAD 83)
 ER0550_MARKER: DB = BENCH MARK DISK
 ER0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0550_SP_SET: CONCRETE POST
 ER0550_STAMPING: 88 DOR 1972 6061
 ER0550_MARK LOGO: USGS  
 ER0550_PROJECTION: PROJECTING 18 CENTIMETERS
 ER0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0550+STABILITY: SURFACE MOTION
 ER0550
 ER0550  HISTORY     - Date     Condition        Report By
 ER0550  HISTORY     - 1972     MONUMENTED       USGS
 ER0550
 ER0550                          STATION DESCRIPTION
 ER0550
 ER0550'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0550'15.8 KM (9.80 MI) SOUTH FROM NAVAJO.
 ER0550'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0550'ROAD TO A T-ROAD SOUTH, THENCE 9.7 MILES SOUTH TO A T-ROAD WEST, 0.4
 ER0550'MILES SOUTH OF A CATTLEGUARD, 35 FEET SOUTH OF A GATE, 25 FEET SOUTH
 ER0550'OF A BRASS CAP STAMPED -LS 5704 T19N R27E S36 S31 S1 S6 T18N R26E
 ER0550'1972 -, 25 FEET WEST OF THE ROAD AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0435 ***********************************************************************
 GQ0435  DESIGNATION -  88 DOR
 GQ0435  PID         -  GQ0435
 GQ0435  STATE/COUNTY-  AZ/MOHAVE
 GQ0435  USGS QUAD   -  LIZARD POINT (1979)
 GQ0435
 GQ0435                         *CURRENT SURVEY CONTROL
 GQ0435  ___________________________________________________________________
 GQ0435* NAD 83(1986)-  36 55 30.     (N)    113 33 26.     (W)     SCALED    
 GQ0435* NAVD 88     -       972.952  (meters)    3192.09   (feet)  POSTED    
 GQ0435  ___________________________________________________________________
 GQ0435  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 GQ0435  DYNAMIC HT  -         971.930 (meters)    3188.74  (feet)  COMP
 GQ0435  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 GQ0435
 GQ0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0435
 GQ0435.The horizontal coordinates were scaled from a topographic map and have
 GQ0435.an estimated accuracy of +/- 6 seconds.
 GQ0435
 GQ0435.The orthometric height was determined by differential leveling
 GQ0435.and adjusted by the National Geodetic Survey in 1992..
 GQ0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0435.rate of 0.0 thru 1.0 mm/km.
 GQ0435
 GQ0435.The geoid height was determined by GEOID03.
 GQ0435
 GQ0435.The dynamic height is computed by dividing the NAVD 88
 GQ0435.geopotential number by the normal gravity value computed on the
 GQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0435.degrees latitude (g = 980.6199 gals.).
 GQ0435
 GQ0435.The modeled gravity was interpolated from observed gravity values.
 GQ0435
 GQ0435;                    North         East    Units  Estimated Accuracy
 GQ0435;SPC AZ W     -   657,190.      230,540.      MT  (+/- 180 meters Scaled)
 GQ0435
 GQ0435                          SUPERSEDED SURVEY CONTROL
 GQ0435
 GQ0435  NGVD 29 (??/??/92)  972.10   (m)         3189.3    (f) COMPUTED    3 0
 GQ0435
 GQ0435.Superseded values are not recommended for survey control.
 GQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0435.See file dsdata.txt to determine how the superseded data were derived.
 GQ0435
 GQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722896(NAD 83)
 GQ0435_MARKER: DB = BENCH MARK DISK
 GQ0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0435_SP_SET: COPPER-CLAD STEEL ROD
 GQ0435_STAMPING: 88 DOR 1970 3189
 GQ0435_MARK LOGO: USGS  
 GQ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0435
 GQ0435  HISTORY     - Date     Condition        Report By
 GQ0435  HISTORY     - 1970     MONUMENTED       USGS
 GQ0435
 GQ0435                          STATION DESCRIPTION
 GQ0435
 GQ0435'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0435'19.8 KM (12.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0435'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0435'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0435'ROAD TO THE ARIZONA STATE LINE, CONTINUE 5.6 MILES SOUTH ALONG MT.
 GQ0435'TRUMBULL ROAD, 0.1 MILE NORTHWEST OF A USGLO BRASS CAP STAMPED 1/4
 GQ0435'S26 S25 1911, 94 FEET WEST OF THE ROAD, 1 FOOT EAST OF FENCE.  ROD
 GQ0435'DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0435'THE MARK IS 1 FT  E FROM  A WITNESS SIGN
 GQ0435'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0319 ***********************************************************************
 FS0319  DESIGNATION -  884+6166
 FS0319  PID         -  FS0319
 FS0319  STATE/COUNTY-  AZ/MOHAVE
 FS0319  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0319
 FS0319                         *CURRENT SURVEY CONTROL
 FS0319  ___________________________________________________________________
 FS0319* NAD 83(1986)-  35 34 40.     (N)    114 23 11.     (W)     SCALED    
 FS0319* NAVD 88     -       849.341  (meters)    2786.55   (feet)  POSTED    
 FS0319  ___________________________________________________________________
 FS0319  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0319  DYNAMIC HT  -         848.380 (meters)    2783.39  (feet)  COMP
 FS0319  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 FS0319
 FS0319  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0319
 FS0319.The horizontal coordinates were scaled from a topographic map and have
 FS0319.an estimated accuracy of +/- 6 seconds.
 FS0319
 FS0319.The orthometric height was determined by differential leveling
 FS0319.and adjusted by the National Geodetic Survey in 1992..
 FS0319.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0319.rate of 2.1 thru 3.0 mm/km.
 FS0319
 FS0319.The geoid height was determined by GEOID03.
 FS0319
 FS0319.The dynamic height is computed by dividing the NAVD 88
 FS0319.geopotential number by the normal gravity value computed on the
 FS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0319.degrees latitude (g = 980.6199 gals.).
 FS0319
 FS0319.The modeled gravity was interpolated from observed gravity values.
 FS0319
 FS0319;                    North         East    Units  Estimated Accuracy
 FS0319;SPC AZ W     -   507,870.      155,680.      MT  (+/- 180 meters Scaled)
 FS0319
 FS0319                          SUPERSEDED SURVEY CONTROL
 FS0319
 FS0319  NGVD 29 (??/??/92)  848.581  (m)         2784.05   (f) ADJ UNCH    1 1
 FS0319
 FS0319.Superseded values are not recommended for survey control.
 FS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0319.See file dsdata.txt to determine how the superseded data were derived.
 FS0319
 FS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV368402(NAD 83)
 FS0319_MARKER: DD = SURVEY DISK
 FS0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0319_SP_SET: CULVERT
 FS0319_STAMPING: 884+6166 2784.87 1935
 FS0319_MARK LOGO: AZHD  
 FS0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0319
 FS0319  HISTORY     - Date     Condition        Report By
 FS0319  HISTORY     - 1935     MONUMENTED       AZHD
 FS0319  HISTORY     - 1949     GOOD             NGS
 FS0319  HISTORY     - 1982     GOOD             NGS
 FS0319
 FS0319                          STATION DESCRIPTION
 FS0319
 FS0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0319'14.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0319'14.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0319'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A TRIPLE 4- BY 10-FOOT
 FS0319'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0319'THE SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0319'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0319
 FS0319                          STATION RECOVERY (1982)
 FS0319
 FS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0319'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0590 ***********************************************************************
 DA0590  DESIGNATION -  885.2
 DA0590  PID         -  DA0590
 DA0590  STATE/COUNTY-  AZ/MARICOPA
 DA0590  USGS QUAD   -  BLACK GAP (1986)
 DA0590
 DA0590                         *CURRENT SURVEY CONTROL
 DA0590  ___________________________________________________________________
 DA0590* NAD 83(1986)-  32 51 32.     (N)    112 46 01.     (W)     SCALED    
 DA0590* NAVD 88     -       270.40   (+/-2cm)     887.1    (feet)  VERTCON   
 DA0590  ___________________________________________________________________
 DA0590  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0590
 DA0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0590
 DA0590.The horizontal coordinates were scaled from a topographic map and have
 DA0590.an estimated accuracy of +/- 6 seconds.
 DA0590
 DA0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0590.The vertical order pertains to the NGVD 29 superseded value.
 DA0590
 DA0590.The geoid height was determined by GEOID03.
 DA0590
 DA0590;                    North         East    Units  Estimated Accuracy
 DA0590;SPC AZ C     -   206,420.      133,780.      MT  (+/- 180 meters Scaled)
 DA0590
 DA0590                          SUPERSEDED SURVEY CONTROL
 DA0590
 DA0590  NGVD 29 (??/??/92)  269.796  (m)          885.16   (f) ADJ UNCH    1 2
 DA0590
 DA0590.Superseded values are not recommended for survey control.
 DA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0590.See file dsdata.txt to determine how the superseded data were derived.
 DA0590
 DA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB346370(NAD 83)
 DA0590_MARKER: N = NAIL
 DA0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0590_SP_SET: WOODEN 4 BY 4
 DA0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0590
 DA0590  HISTORY     - Date     Condition        Report By
 DA0590  HISTORY     - UNK      MONUMENTED       USGS
 DA0590  HISTORY     - 1952     GOOD             NGS
 DA0590  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0590  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0590
 DA0590                          STATION DESCRIPTION
 DA0590
 DA0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0590'7.1 MI S FROM GILA BEND.
 DA0590'7.1 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF UNITED
 DA0590'STATES HIGHWAY 80 AND STATE HIGHWAY 85 AT GILA BEND, 0.1 MILE SOUTH OF
 DA0590'THE INTERSECTION OF STATE HIGHWAY 85 AND A GRAVEL ROAD LEADING TO THE
 DA0590'AIR PORT AF6, U.S. 885T PAINTED ON A POLE AT THE SIDE OF THE MARK, 46
 DA0590'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET WEST OF THE WEST
 DA0590'RAIL OF THE RAILROAD, 4.3 FEET EAST OF RAILROAD MILEPOST 7, ABOUT 1
 DA0590'FOOT HIGHER THAN THE ROAD, AND A COPPER NAIL AND WASHER IN TOP OF A
 DA0590'WOODEN 4 BY 4.
 DA0590
 DA0590                          STATION RECOVERY (2006)
 DA0590
 DA0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0590'MARK NOT FOUND
 DA0590
 DA0590                          STATION RECOVERY (2006)
 DA0590
 DA0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0132 ***********************************************************************
 CZ0132  DESIGNATION -  88+56.08
 CZ0132  PID         -  CZ0132
 CZ0132  STATE/COUNTY-  AZ/PIMA
 CZ0132  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0132
 CZ0132                         *CURRENT SURVEY CONTROL
 CZ0132  ___________________________________________________________________
 CZ0132* NAD 83(1986)-  32 15 52.     (N)    110 58 42.     (W)     SCALED    
 CZ0132* NAVD 88     -       710.30   (+/-2cm)    2330.4    (feet)  VERTCON   
 CZ0132  ___________________________________________________________________
 CZ0132  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0132
 CZ0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0132
 CZ0132.The horizontal coordinates were scaled from a topographic map and have
 CZ0132.an estimated accuracy of +/- 6 seconds.
 CZ0132
 CZ0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0132.The vertical order pertains to the NGVD 29 superseded value.
 CZ0132
 CZ0132.The geoid height was determined by GEOID03.
 CZ0132
 CZ0132;                    North         East    Units  Estimated Accuracy
 CZ0132;SPC AZ C     -   140,580.      301,760.      MT  (+/- 180 meters Scaled)
 CZ0132
 CZ0132                          SUPERSEDED SURVEY CONTROL
 CZ0132
 CZ0132  NGVD 29 (??/??/92)  709.631  (m)         2328.18   (f) ADJ UNCH    1 2
 CZ0132
 CZ0132.Superseded values are not recommended for survey control.
 CZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0132.See file dsdata.txt to determine how the superseded data were derived.
 CZ0132
 CZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020697(NAD 83)
 CZ0132_MARKER: DD = SURVEY DISK
 CZ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0132_SP_SET: CULVERT
 CZ0132_STAMPING: 2328.47 1949 88+56.08
 CZ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0132
 CZ0132  HISTORY     - Date     Condition        Report By
 CZ0132  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0132  HISTORY     - 1951     GOOD             NGS
 CZ0132
 CZ0132                          STATION DESCRIPTION
 CZ0132
 CZ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0132'3.2 MI N FROM TUCSON.
 CZ0132'3.2 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0132'BANK AT TUCSON, 0.25 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 84,
 CZ0132'260 FEET NORTH OF THE CENTERLINE OF THE DELANE ROAD, AT A 3 X 6 FEET
 CZ0132'DOUBLE CONCRETE BOX CULVERT, IN TOP OF THE CENTER OF THE EAST CONCRETE
 CZ0132'HEADWALL, 41 1/2 FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE
 CZ0132'CENTERLINE OF THE 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0796 ***********************************************************************
 DW0796  DESIGNATION -  886.55
 DW0796  PID         -  DW0796
 DW0796  STATE/COUNTY-  AZ/LA PAZ
 DW0796  USGS QUAD   -  LA PAZ MTN (1970)
 DW0796
 DW0796                         *CURRENT SURVEY CONTROL
 DW0796  ___________________________________________________________________
 DW0796* NAD 83(1986)-  33 38 01.     (N)    114 23 48.     (W)     SCALED    
 DW0796* NAVD 88     -       270.94   (+/-2cm)     888.9    (feet)  VERTCON   
 DW0796  ___________________________________________________________________
 DW0796  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DW0796
 DW0796  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0796
 DW0796.The horizontal coordinates were scaled from a topographic map and have
 DW0796.an estimated accuracy of +/- 6 seconds.
 DW0796
 DW0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0796.The vertical order pertains to the NGVD 29 superseded value.
 DW0796
 DW0796.The geoid height was determined by GEOID03.
 DW0796
 DW0796;                    North         East    Units  Estimated Accuracy
 DW0796;SPC AZ W     -   292,220.      153,370.      MT  (+/- 180 meters Scaled)
 DW0796
 DW0796                          SUPERSEDED SURVEY CONTROL
 DW0796
 DW0796  NGVD 29 (??/??/??)  270.246  (m)          886.63   (f) ADJUSTED    1 2
 DW0796
 DW0796.Superseded values are not recommended for survey control.
 DW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0796.See file dsdata.txt to determine how the superseded data were derived.
 DW0796
 DW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT414245(NAD 83)
 DW0796_MARKER: DD = SURVEY DISK
 DW0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0796_SP_SET: HEADWALL
 DW0796_STAMPING: 886.55 449+50
 DW0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0796
 DW0796  HISTORY     - Date     Condition        Report By
 DW0796  HISTORY     - UNK      MONUMENTED       AZHD
 DW0796  HISTORY     - 1934     GOOD             NGS
 DW0796  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0796
 DW0796                          STATION DESCRIPTION
 DW0796
 DW0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0796'12.2 MI E FROM BLYTHE.
 DW0796'IN YUMA COUNTY, ARIZONA, ABOUT 12.2 MILES EAST ALONG U.S. HIGHWAY
 DW0796'60 FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0796'AT STATION 449+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0796'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0796'STANDARD DISK, STAMPED 886.55 449+50.
 DW0796
 DW0796                          STATION RECOVERY (1981)
 DW0796
 DW0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0796'NOT RECOVERED. NOTE-HEADWALL DESCRIBED WAS LOCATED BUT MARK WAS NOT
 DW0796'INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0140 ***********************************************************************
 DB0140  DESIGNATION -  889+89.15
 DB0140  PID         -  DB0140
 DB0140  STATE/COUNTY-  AZ/YUMA
 DB0140  USGS QUAD   -  WELLTON (1982)
 DB0140
 DB0140                         *CURRENT SURVEY CONTROL
 DB0140  ___________________________________________________________________
 DB0140* NAD 83(1986)-  32 39 52.     (N)    114 14 41.     (W)     SCALED    
 DB0140* NAVD 88     -        71.053  (meters)     233.11   (feet)  ADJUSTED  
 DB0140  ___________________________________________________________________
 DB0140  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DB0140  DYNAMIC HT  -          70.971 (meters)     232.84  (feet)  COMP
 DB0140  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 DB0140
 DB0140  VERT ORDER  -  FIRST     CLASS II
 DB0140
 DB0140.The horizontal coordinates were scaled from a topographic map and have
 DB0140.an estimated accuracy of +/- 6 seconds.
 DB0140
 DB0140.The orthometric height was determined by differential leveling
 DB0140.and adjusted by the National Geodetic Survey in June 1991..
 DB0140
 DB0140.The geoid height was determined by GEOID03.
 DB0140
 DB0140.The dynamic height is computed by dividing the NAVD 88
 DB0140.geopotential number by the normal gravity value computed on the
 DB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0140.degrees latitude (g = 980.6199 gals.).
 DB0140
 DB0140.The modeled gravity was interpolated from observed gravity values.
 DB0140
 DB0140;                    North         East    Units  Estimated Accuracy
 DB0140;SPC AZ W     -   184,660.      166,960.      MT  (+/- 180 meters Scaled)
 DB0140
 DB0140                          SUPERSEDED SURVEY CONTROL
 DB0140
 DB0140  NGVD 29 (??/??/??)   70.405  (m)          230.99   (f) ADJUSTED    1 2
 DB0140
 DB0140.Superseded values are not recommended for survey control.
 DB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0140.See file dsdata.txt to determine how the superseded data were derived.
 DB0140
 DB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS583174(NAD 83)
 DB0140_MARKER: DD = SURVEY DISK
 DB0140_SETTING: 0 = UNSPECIFIED SETTING
 DB0140_STAMPING: 889+89.15 1949
 DB0140_MARK LOGO: AZHD  
 DB0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0140
 DB0140  HISTORY     - Date     Condition        Report By
 DB0140  HISTORY     - 1949     MONUMENTED       AZHD
 DB0140  HISTORY     - 1960     GOOD             NGS
 DB0140  HISTORY     - 1964     MARK NOT FOUND   USGS
 DB0140  HISTORY     - 1981     GOOD             NGS
 DB0140  HISTORY     - 1981     GOOD             NGS
 DB0140
 DB0140                          STATION DESCRIPTION
 DB0140
 DB0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0140'3.1 MI E FROM LIGURTA.
 DB0140'3.1 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 24 FEET SOUTH OF
 DB0140'THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF THE SOUTHWEST
 DB0140'CORNER OF A HIGHWAY BRIDGE AND ABOUT 1 FOOT HIGHER THAN THE
 DB0140'HIGHWAY.
 DB0140
 DB0140                          STATION RECOVERY (1964)
 DB0140
 DB0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB0140'MARK NOT FOUND.
 DB0140
 DB0140                          STATION RECOVERY (1981)
 DB0140
 DB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0140'9.55 KM (5.95 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0140'WELLTON, 0.8 KM (0.5 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0140'MILEPOST 764, SET IN TOP OF THE SOUTHWEST CORNER OF OF A HIGHWAY
 DB0140'BRIDGE OVER A SMALL WASH, 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE
 DB0140'OF THE HIGHWAY.
 DB0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0140
 DB0140                          STATION RECOVERY (1981)
 DB0140
 DB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0140'9.55 KM (5.95 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0140'WELLTON, 0.8 KM (0.5 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0140'MILEPOST 764, SET IN TOP OF THE SOUTHWEST CORNER OF OF A HIGHWAY
 DB0140'BRIDGE OVER A SMALL WASH, 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE
 DB0140'OF THE HIGHWAY.
 DB0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0660 ***********************************************************************
 ER0660  DESIGNATION -  89 BKC
 ER0660  PID         -  ER0660
 ER0660  STATE/COUNTY-  AZ/APACHE
 ER0660  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0660
 ER0660                         *CURRENT SURVEY CONTROL
 ER0660  ___________________________________________________________________
 ER0660* NAD 83(1986)-  34 16 19.     (N)    109 45 06.     (W)     SCALED    
 ER0660* NAVD 88     -      2108.282  (meters)    6916.92   (feet)  ADJUSTED  
 ER0660  ___________________________________________________________________
 ER0660  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0660  DYNAMIC HT  -        2105.094 (meters)    6906.46  (feet)  COMP
 ER0660  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 ER0660
 ER0660  VERT ORDER  -  SECOND    CLASS 0
 ER0660
 ER0660.The horizontal coordinates were scaled from a topographic map and have
 ER0660.an estimated accuracy of +/- 6 seconds.
 ER0660
 ER0660.The orthometric height was determined by differential leveling
 ER0660.and adjusted by the National Geodetic Survey in June 1991..
 ER0660
 ER0660.The geoid height was determined by GEOID03.
 ER0660
 ER0660.The dynamic height is computed by dividing the NAVD 88
 ER0660.geopotential number by the normal gravity value computed on the
 ER0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0660.degrees latitude (g = 980.6199 gals.).
 ER0660
 ER0660.The modeled gravity was interpolated from observed gravity values.
 ER0660
 ER0660;                    North         East    Units  Estimated Accuracy
 ER0660;SPC AZ E     -   362,890.      251,570.      MT  (+/- 180 meters Scaled)
 ER0660
 ER0660                          SUPERSEDED SURVEY CONTROL
 ER0660
 ER0660  NGVD 29 (??/??/92) 2107.37   (m)         6913.9    (f) COMPUTED    2 0
 ER0660
 ER0660.Superseded values are not recommended for survey control.
 ER0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0660.See file dsdata.txt to determine how the superseded data were derived.
 ER0660
 ER0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC149930(NAD 83)
 ER0660_MARKER: DB = BENCH MARK DISK
 ER0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0660_SP_SET: COPPER-CLAD STEEL ROD
 ER0660_STAMPING: 89 BKC 1968 6914
 ER0660_MARK LOGO: USGS  
 ER0660_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0660+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0660
 ER0660  HISTORY     - Date     Condition        Report By
 ER0660  HISTORY     - 1968     MONUMENTED       USGS
 ER0660  HISTORY     - 20050729 GOOD             USPSQD
 ER0660
 ER0660                          STATION DESCRIPTION
 ER0660
 ER0660'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0660'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 3.3 MILES
 ER0660'WEST ALONG U S HIGHWAY 60, 116 FEET EAST OF TELEPHONE POLE NUMBER
 ER0660'209, 75 FEET SOUTH OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, SET ON A
 ER0660'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0660
 ER0660                          STATION RECOVERY (2005)
 ER0660
 ER0660'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0551 ***********************************************************************
 ER0551  DESIGNATION -  89 DOR
 ER0551  PID         -  ER0551
 ER0551  STATE/COUNTY-  AZ/APACHE
 ER0551  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0551
 ER0551                         *CURRENT SURVEY CONTROL
 ER0551  ___________________________________________________________________
 ER0551* NAD 83(1986)-  34 58 51.     (N)    109 31 27.     (W)     SCALED    
 ER0551* NAVD 88     -      1854.074  (meters)    6082.91   (feet)  ADJUSTED  
 ER0551  ___________________________________________________________________
 ER0551  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0551  DYNAMIC HT  -        1851.432 (meters)    6074.24  (feet)  COMP
 ER0551  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 ER0551
 ER0551  VERT ORDER  -  SECOND    CLASS II
 ER0551
 ER0551.The horizontal coordinates were scaled from a topographic map and have
 ER0551.an estimated accuracy of +/- 6 seconds.
 ER0551
 ER0551.The orthometric height was determined by differential leveling
 ER0551.and adjusted by the National Geodetic Survey in June 1991..
 ER0551
 ER0551.The geoid height was determined by GEOID03.
 ER0551
 ER0551.The dynamic height is computed by dividing the NAVD 88
 ER0551.geopotential number by the normal gravity value computed on the
 ER0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0551.degrees latitude (g = 980.6199 gals.).
 ER0551
 ER0551.The modeled gravity was interpolated from observed gravity values.
 ER0551
 ER0551;                    North         East    Units  Estimated Accuracy
 ER0551;SPC AZ E     -   441,640.      272,020.      MT  (+/- 180 meters Scaled)
 ER0551
 ER0551                          SUPERSEDED SURVEY CONTROL
 ER0551
 ER0551.No superseded survey control is available for this station.
 ER0551
 ER0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347719(NAD 83)
 ER0551_MARKER: DB = BENCH MARK DISK
 ER0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0551_SP_SET: CONCRETE POST
 ER0551_STAMPING: 89 DOR 1972 6080
 ER0551_MARK LOGO: USGS  
 ER0551_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0551+STABILITY: SURFACE MOTION
 ER0551
 ER0551  HISTORY     - Date     Condition        Report By
 ER0551  HISTORY     - 1972     MONUMENTED       USGS
 ER0551
 ER0551                          STATION DESCRIPTION
 ER0551
 ER0551'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0551'17.4 KM (10.80 MI) SOUTH FROM NAVAJO.
 ER0551'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0551'ROAD TO A T-ROAD SOUTH, THENCE 10.7 MILES SOUTH, 370 FEET WEST OF THE
 ER0551'ROAD, 38 FEET EAST OF A FENCE, AND 1.5 FEET SOUTH OF A BRASS CAP
 ER0551'STAMPED -LS 5704 R26E R27E S1 S6 S12 S7 T18N 1972 -.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0436 ***********************************************************************
 GQ0436  DESIGNATION -  89 DOR
 GQ0436  PID         -  GQ0436
 GQ0436  STATE/COUNTY-  AZ/MOHAVE
 GQ0436  USGS QUAD   -  LIZARD POINT (1979)
 GQ0436
 GQ0436                         *CURRENT SURVEY CONTROL
 GQ0436  ___________________________________________________________________
 GQ0436* NAD 83(1986)-  36 54 41.     (N)    113 33 15.     (W)     SCALED    
 GQ0436* NAVD 88     -      1032.777  (meters)    3388.37   (feet)  POSTED    
 GQ0436  ___________________________________________________________________
 GQ0436  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0436  DYNAMIC HT  -        1031.670 (meters)    3384.74  (feet)  COMP
 GQ0436  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 GQ0436
 GQ0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0436
 GQ0436.The horizontal coordinates were scaled from a topographic map and have
 GQ0436.an estimated accuracy of +/- 6 seconds.
 GQ0436
 GQ0436.The orthometric height was determined by differential leveling
 GQ0436.and adjusted by the National Geodetic Survey in 1992..
 GQ0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0436.rate of 0.0 thru 1.0 mm/km.
 GQ0436
 GQ0436.The geoid height was determined by GEOID03.
 GQ0436
 GQ0436.The dynamic height is computed by dividing the NAVD 88
 GQ0436.geopotential number by the normal gravity value computed on the
 GQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0436.degrees latitude (g = 980.6199 gals.).
 GQ0436
 GQ0436.The modeled gravity was interpolated from observed gravity values.
 GQ0436
 GQ0436;                    North         East    Units  Estimated Accuracy
 GQ0436;SPC AZ W     -   655,680.      230,810.      MT  (+/- 180 meters Scaled)
 GQ0436
 GQ0436                          SUPERSEDED SURVEY CONTROL
 GQ0436
 GQ0436  NGVD 29 (??/??/92) 1031.91   (m)         3385.5    (f) COMPUTED    3 0
 GQ0436
 GQ0436.Superseded values are not recommended for survey control.
 GQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0436.See file dsdata.txt to determine how the superseded data were derived.
 GQ0436
 GQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724880(NAD 83)
 GQ0436_MARKER: DB = BENCH MARK DISK
 GQ0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0436_SP_SET: COPPER-CLAD STEEL ROD
 GQ0436_STAMPING: 89 DOR 1970 3386
 GQ0436_MARK LOGO: USGS  
 GQ0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0436
 GQ0436  HISTORY     - Date     Condition        Report By
 GQ0436  HISTORY     - 1970     MONUMENTED       USGS
 GQ0436
 GQ0436                          STATION DESCRIPTION
 GQ0436
 GQ0436'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0436'21.4 KM (13.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0436'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0436'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0436'ROAD TO THE ARIZONA STATE LINE, CONTINUE 6.6 MILES SOUTH ALONG MT.
 GQ0436'TRUMBULL ROAD, 37 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED
 GQ0436'IN A PIPE PROJECTING 3-INCHES.
 GQ0436'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0436'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0476 ***********************************************************************
 DV0476  DESIGNATION -  89 Z
 DV0476  PID         -  DV0476
 DV0476  STATE/COUNTY-  AZ/MARICOPA
 DV0476  USGS QUAD   -  PERRYVILLE (1982)
 DV0476
 DV0476                         *CURRENT SURVEY CONTROL
 DV0476  ___________________________________________________________________
 DV0476* NAD 83(1986)-  33 25 16.     (N)    112 29 47.     (W)     SCALED    
 DV0476* NAVD 88     -       295.68   (+/-2cm)     970.1    (feet)  VERTCON   
 DV0476  ___________________________________________________________________
 DV0476  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0476
 DV0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0476
 DV0476.The horizontal coordinates were scaled from a topographic map and have
 DV0476.an estimated accuracy of +/- 6 seconds.
 DV0476
 DV0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0476.The vertical order pertains to the NGVD 29 superseded value.
 DV0476
 DV0476.The geoid height was determined by GEOID03.
 DV0476
 DV0476;                    North         East    Units  Estimated Accuracy
 DV0476;SPC AZ C     -   268,600.      159,450.      MT  (+/- 180 meters Scaled)
 DV0476
 DV0476                          SUPERSEDED SURVEY CONTROL
 DV0476
 DV0476  NGVD 29 (??/??/92)  295.041  (m)          967.98   (f) ADJ UNCH    2 0
 DV0476
 DV0476.Superseded values are not recommended for survey control.
 DV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0476.See file dsdata.txt to determine how the superseded data were derived.
 DV0476
 DV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608989(NAD 83)
 DV0476_MARKER: DD = SURVEY DISK
 DV0476_SETTING: 0 = UNSPECIFIED SETTING
 DV0476_STAMPING: 89 Z 1962
 DV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0476
 DV0476  HISTORY     - Date     Condition        Report By
 DV0476  HISTORY     - 1962     MONUMENTED       AZHD
 DV0476  HISTORY     - 1962     GOOD             NGS
 DV0476
 DV0476                          STATION DESCRIPTION
 DV0476
 DV0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0476'3 MI SW FROM PERRYVILLE.
 DV0476'1 MILE SOUTH ALONG PERRYVILLE RD. FROM THE JUNCTION OF YUMA RD AT
 DV0476'PERRYVILLE, THENCE 2 MILES WEST ALONG LOWER BUCKEYE TO THE JUNCTION OF
 DV0476'LOWER BUCKEYE AND TUTHILL RD AND THE MARK SET FLUSH WITH THE GROUND
 DV0476'ELEVATION, LOCATED 30 FT. NORTH OF THE CENTER OF LOWER BUCKEYE, 27 FT.
 DV0476'WEST OF THE CENTER OF TUTHILL RD, 1.8 FT. SOUTHEAST OF A FENCE-CORNER,
 DV0476'56 FT. NORTH OF POWER POLE NO. 14-1, 2.5 FT. SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0698 ***********************************************************************
 DW0698  DESIGNATION -  890.56
 DW0698  PID         -  DW0698
 DW0698  STATE/COUNTY-  AZ/LA PAZ
 DW0698  USGS QUAD   -  QUARTZSITE (1990)
 DW0698
 DW0698                         *CURRENT SURVEY CONTROL
 DW0698  ___________________________________________________________________
 DW0698* NAD 83(1986)-  33 40 01.     (N)    114 12 40.     (W)     SCALED    
 DW0698* NAVD 88     -       272.232  (meters)     893.15   (feet)  ADJUSTED  
 DW0698  ___________________________________________________________________
 DW0698  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DW0698  DYNAMIC HT  -         271.928 (meters)     892.15  (feet)  COMP
 DW0698  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DW0698
 DW0698  VERT ORDER  -  FIRST     CLASS II
 DW0698
 DW0698.The horizontal coordinates were scaled from a topographic map and have
 DW0698.an estimated accuracy of +/- 6 seconds.
 DW0698
 DW0698.The orthometric height was determined by differential leveling
 DW0698.and adjusted by the National Geodetic Survey in June 1991..
 DW0698
 DW0698.The geoid height was determined by GEOID03.
 DW0698
 DW0698.The dynamic height is computed by dividing the NAVD 88
 DW0698.geopotential number by the normal gravity value computed on the
 DW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0698.degrees latitude (g = 980.6199 gals.).
 DW0698
 DW0698.The modeled gravity was interpolated from observed gravity values.
 DW0698
 DW0698;                    North         East    Units  Estimated Accuracy
 DW0698;SPC AZ W     -   295,820.      170,600.      MT  (+/- 180 meters Scaled)
 DW0698
 DW0698                          SUPERSEDED SURVEY CONTROL
 DW0698
 DW0698  NGVD 29 (??/??/??)  271.567  (m)          890.97   (f) ADJUSTED    1 2
 DW0698
 DW0698.Superseded values are not recommended for survey control.
 DW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0698.See file dsdata.txt to determine how the superseded data were derived.
 DW0698
 DW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT585287(NAD 83)
 DW0698_MARKER: DD = SURVEY DISK
 DW0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0698_SP_SET: HEADWALL
 DW0698_STAMPING: 890.56 1066+89 1932
 DW0698_MARK LOGO: AZHD  
 DW0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0698
 DW0698  HISTORY     - Date     Condition        Report By
 DW0698  HISTORY     - 1932     MONUMENTED       AZHD
 DW0698  HISTORY     - 1962     GOOD             NGS
 DW0698  HISTORY     - 1981     GOOD             NGS
 DW0698  HISTORY     - 19980112 MARK NOT FOUND   AZDT
 DW0698
 DW0698                          STATION DESCRIPTION
 DW0698
 DW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0698'1.3 MI E FROM QUARTZSITE.
 DW0698'1.3 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0698'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF
 DW0698'A 10 FOOT CONCRETE BRIDGE, 20 FEET SOUTH OF THE CENTER OF THE
 DW0698'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 DW0698
 DW0698                          STATION RECOVERY (1981)
 DW0698
 DW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0698'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 95 FROM THE NORTH END OF THE
 DW0698'BRIDGE OVER INTERSTATE HIGHWAY 10, THENCE 0.55 KM (0.35 MI) EAST ALONG
 DW0698'THE INTERSTATE 10 BUSINESS ROUTE, 0.85 KM (0.55 MI) WEST OF THE NORTH
 DW0698'END OF A HIGHWAY BRIDGE, IN THE TOP CENTER OF THE SOUTH HEADWALL OF A
 DW0698'4 X 8 FOOT CONCRETE BOX CULVERT, 6.1 METERS (20.0 FT) SOUTH OF THE
 DW0698'CENTERLINE OF THE BUSINESS ROUTE.
 DW0698'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW0698
 DW0698                          STATION RECOVERY (1998)
 DW0698
 DW0698'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DW0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0795 ***********************************************************************
 DW0795  DESIGNATION -  891.25
 DW0795  PID         -  DW0795
 DW0795  STATE/COUNTY-  AZ/LA PAZ
 DW0795  USGS QUAD   -  LA PAZ MTN (1970)
 DW0795
 DW0795                         *CURRENT SURVEY CONTROL
 DW0795  ___________________________________________________________________
 DW0795* NAD 83(1986)-  33 38 04.     (N)    114 23 30.     (W)     SCALED    
 DW0795* NAVD 88     -       272.38   (+/-2cm)     893.6    (feet)  VERTCON   
 DW0795  ___________________________________________________________________
 DW0795  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DW0795
 DW0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0795
 DW0795.The horizontal coordinates were scaled from a topographic map and have
 DW0795.an estimated accuracy of +/- 6 seconds.
 DW0795
 DW0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0795.The vertical order pertains to the NGVD 29 superseded value.
 DW0795
 DW0795.The geoid height was determined by GEOID03.
 DW0795
 DW0795;                    North         East    Units  Estimated Accuracy
 DW0795;SPC AZ W     -   292,310.      153,830.      MT  (+/- 180 meters Scaled)
 DW0795
 DW0795                          SUPERSEDED SURVEY CONTROL
 DW0795
 DW0795  NGVD 29 (??/??/??)  271.683  (m)          891.35   (f) ADJUSTED    1 2
 DW0795
 DW0795.Superseded values are not recommended for survey control.
 DW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0795.See file dsdata.txt to determine how the superseded data were derived.
 DW0795
 DW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT419246(NAD 83)
 DW0795_MARKER: DD = SURVEY DISK
 DW0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0795_SP_SET: HEADWALL
 DW0795_STAMPING: 891.25 466+80 1929
 DW0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0795
 DW0795  HISTORY     - Date     Condition        Report By
 DW0795  HISTORY     - 1929     MONUMENTED       AZHD
 DW0795  HISTORY     - 1962     GOOD             NGS
 DW0795  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0795  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0795
 DW0795                          STATION DESCRIPTION
 DW0795
 DW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0795'8.5 MI E FROM EHRENBERG.
 DW0795'7.6 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE EAST END
 DW0795'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.9 MILE
 DW0795'EAST ALONG OLD U.S. HIGHWAY 60, SET IN TOP AND CENTER OF THE SOUTH
 DW0795'HEADWALL OF A 2 FOOT CONCRETE PIPE CULVERT, 18 FEET SOUTH OF THE
 DW0795'CENTER OF THE OLD HIGHWAY, AND ABOUT 2.5 FEET BELOW THE LEVEL OF
 DW0795'THE OLD HIGHWAY.
 DW0795
 DW0795                          STATION RECOVERY (1971)
 DW0795
 DW0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0795'MARK NOT FOUND.
 DW0795
 DW0795                          STATION RECOVERY (1981)
 DW0795
 DW0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0795'NOT RECOVERED. NOTE-HEADWALL DESCRIBED WAS FOUND BUT MARK WAS NOT
 DW0795'INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0702 ***********************************************************************
 DW0702  DESIGNATION -  893.03
 DW0702  PID         -  DW0702
 DW0702  STATE/COUNTY-  AZ/LA PAZ
 DW0702  USGS QUAD   -  QUARTZSITE (1990)
 DW0702
 DW0702                         *CURRENT SURVEY CONTROL
 DW0702  ___________________________________________________________________
 DW0702* NAD 83(1986)-  33 39 47.     (N)    114 14 10.     (W)     SCALED    
 DW0702* NAVD 88     -       272.975  (meters)     895.59   (feet)  ADJUSTED  
 DW0702  ___________________________________________________________________
 DW0702  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0702  DYNAMIC HT  -         272.670 (meters)     894.58  (feet)  COMP
 DW0702  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DW0702
 DW0702  VERT ORDER  -  FIRST     CLASS II
 DW0702
 DW0702.The horizontal coordinates were scaled from a topographic map and have
 DW0702.an estimated accuracy of +/- 6 seconds.
 DW0702
 DW0702.The orthometric height was determined by differential leveling
 DW0702.and adjusted by the National Geodetic Survey in June 1991..
 DW0702
 DW0702.The geoid height was determined by GEOID03.
 DW0702
 DW0702.The dynamic height is computed by dividing the NAVD 88
 DW0702.geopotential number by the normal gravity value computed on the
 DW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0702.degrees latitude (g = 980.6199 gals.).
 DW0702
 DW0702.The modeled gravity was interpolated from observed gravity values.
 DW0702
 DW0702;                    North         East    Units  Estimated Accuracy
 DW0702;SPC AZ W     -   295,400.      168,280.      MT  (+/- 180 meters Scaled)
 DW0702
 DW0702                          SUPERSEDED SURVEY CONTROL
 DW0702
 DW0702  NGVD 29 (??/??/??)  272.301  (m)          893.37   (f) ADJUSTED    1 2
 DW0702
 DW0702.Superseded values are not recommended for survey control.
 DW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0702.See file dsdata.txt to determine how the superseded data were derived.
 DW0702
 DW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT562282(NAD 83)
 DW0702_MARKER: DD = SURVEY DISK
 DW0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0702_SP_SET: HEADWALL
 DW0702_STAMPING: 893.03 991+21.25 1932
 DW0702_MARK LOGO: AZHD  
 DW0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0702
 DW0702  HISTORY     - Date     Condition        Report By
 DW0702  HISTORY     - 1932     MONUMENTED       AZHD
 DW0702  HISTORY     - 1962     GOOD             NGS
 DW0702  HISTORY     - 1981     GOOD             NGS
 DW0702  HISTORY     - 19980113 MARK NOT FOUND   AZDT
 DW0702
 DW0702                          STATION DESCRIPTION
 DW0702
 DW0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0702'0.4 MI W FROM QUARTZSITE.
 DW0702'0.4 MILE WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0702'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DW0702'15 FOOT CONCRETE BRIDGE WITH 2 OPENINGS, 95 FEET EAST OF THE
 DW0702'CENTER OF A GRAVEL ROAD LEADING NORTH TO THE QUARTZSITE CEMETERY,
 DW0702'14 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND IS ABOUT LEVEL
 DW0702'WITH THE HIGHWAY.
 DW0702
 DW0702                          STATION RECOVERY (1981)
 DW0702
 DW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0702'1.7 KM (1.05 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0702'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 DW0702'A SMALL DRY WASH, AT THE JUNCTION OF THE INTERSTATE 10 BUSINESS ROUTE,
 DW0702'ALSO 0.6 KM (0.4 MI) EAST OF THE NORTH END OF THE WEST INTERSTATE 10
 DW0702'BUSINESS ROUTE BRIDGE, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 DW0702'A DOUBLE BOX CULVERT, 4.3 METERS (14.0 FT) SOUTH OF THE CENTERLINE OF
 DW0702'THE BUSINESS ROUTE, 28.9 METERS (95.0 FT) EAST OF THE EXTENDED
 DW0702'CENTERLINE OF A DIRT ROAD LEADING NORTH TO THE QUARTZSITE CEMETARY AND
 DW0702'HI JOLLY MONUMENT.
 DW0702'THE MARK IS ABOVE LEVEL WITH BUSINESS ROUTE CENTERLINE.
 DW0702
 DW0702                          STATION RECOVERY (1998)
 DW0702
 DW0702'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DW0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1693 ***********************************************************************
 DV1693  DESIGNATION -  8+96.26
 DV1693  PID         -  DV1693
 DV1693  STATE/COUNTY-  AZ/MARICOPA
 DV1693  USGS QUAD   -  TOLLESON (1982)
 DV1693
 DV1693                         *CURRENT SURVEY CONTROL
 DV1693  ___________________________________________________________________
 DV1693* NAD 83(1986)-  33 27 50.     (N)    112 16 21.     (W)     SCALED    
 DV1693* NAVD 88     -       311.819  (meters)    1023.03   (feet)  ADJUSTED  
 DV1693  ___________________________________________________________________
 DV1693  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1693  DYNAMIC HT  -         311.454 (meters)    1021.83  (feet)  COMP
 DV1693  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DV1693
 DV1693  VERT ORDER  -  SECOND    CLASS I
 DV1693
 DV1693.The horizontal coordinates were scaled from a topographic map and have
 DV1693.an estimated accuracy of +/- 6 seconds.
 DV1693
 DV1693.The orthometric height was determined by differential leveling
 DV1693.and adjusted by the National Geodetic Survey in November 1993..
 DV1693
 DV1693.The geoid height was determined by GEOID03.
 DV1693
 DV1693.The dynamic height is computed by dividing the NAVD 88
 DV1693.geopotential number by the normal gravity value computed on the
 DV1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1693.degrees latitude (g = 980.6199 gals.).
 DV1693
 DV1693.The modeled gravity was interpolated from observed gravity values.
 DV1693
 DV1693;                    North         East    Units  Estimated Accuracy
 DV1693;SPC AZ C     -   273,250.      180,290.      MT  (+/- 180 meters Scaled)
 DV1693
 DV1693                          SUPERSEDED SURVEY CONTROL
 DV1693
 DV1693.No superseded survey control is available for this station.
 DV1693
 DV1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817034(NAD 83)
 DV1693_MARKER: DB = BENCH MARK DISK
 DV1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1693_SP_SET: CONCRETE POST
 DV1693_STAMPING: 8+96.26
 DV1693_MARK LOGO: AZDT  
 DV1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1693+STABILITY: SURFACE MOTION
 DV1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1693+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DV1693
 DV1693  HISTORY     - Date     Condition        Report By
 DV1693  HISTORY     - 1982     MONUMENTED       AZDT
 DV1693  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1693  HISTORY     - 20060915 GOOD             GEOCAC
 DV1693
 DV1693                          STATION DESCRIPTION
 DV1693
 DV1693'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1693'IN TOLLESON.
 DV1693'IN TOLLESON, FROM 99TH AVENUE AND INTERSTATE 10 TRAVEL NORTH FOR 0.2
 DV1693'MI (0.32 KM) TO MCDOWELL ROAD AND THE STATION IN THE SOUTHEAST CORNER
 DV1693'OF THE INTERSECTION, 2.3 FT (0.70 METERS) NORTH OF A RIGHT-OF-WAY
 DV1693'ANGLE IRON, 95.0 FT (28.96 METERS) SOUTHEAST OF SECTION CORNER
 DV1693'MONUMENT NW-4, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE POST.
 DV1693
 DV1693                          STATION RECOVERY (2006)
 DV1693
 DV1693'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1693'MARK NOT FOUND.
 DV1693
 DV1693                          STATION RECOVERY (2006)
 DV1693
 DV1693'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0704 ***********************************************************************
 DW0704  DESIGNATION -  898.12
 DW0704  PID         -  DW0704
 DW0704  STATE/COUNTY-  AZ/LA PAZ
 DW0704  USGS QUAD   -  QUARTZSITE (1990)
 DW0704
 DW0704                         *CURRENT SURVEY CONTROL
 DW0704  ___________________________________________________________________
 DW0704* NAD 83(1986)-  33 39 45.     (N)    114 14 17.     (W)     SCALED    
 DW0704* NAVD 88     -       274.76   (+/-2cm)     901.4    (feet)  VERTCON   
 DW0704  ___________________________________________________________________
 DW0704  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0704
 DW0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0704
 DW0704.The horizontal coordinates were scaled from a topographic map and have
 DW0704.an estimated accuracy of +/- 6 seconds.
 DW0704
 DW0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0704.The vertical order pertains to the NGVD 29 superseded value.
 DW0704
 DW0704.The geoid height was determined by GEOID03.
 DW0704
 DW0704;                    North         East    Units  Estimated Accuracy
 DW0704;SPC AZ W     -   295,340.      168,100.      MT  (+/- 180 meters Scaled)
 DW0704
 DW0704                          SUPERSEDED SURVEY CONTROL
 DW0704
 DW0704  NGVD 29 (??/??/??)  274.087  (m)          899.23   (f) ADJUSTED    1 2
 DW0704
 DW0704.Superseded values are not recommended for survey control.
 DW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0704.See file dsdata.txt to determine how the superseded data were derived.
 DW0704
 DW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT561281(NAD 83)
 DW0704_MARKER: DD = SURVEY DISK
 DW0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0704_SP_SET: PORCH
 DW0704_STAMPING: 898.12
 DW0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0704
 DW0704  HISTORY     - Date     Condition        Report By
 DW0704  HISTORY     - UNK      MONUMENTED       AZHD
 DW0704  HISTORY     - 1934     GOOD             NGS
 DW0704  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0704
 DW0704                          STATION DESCRIPTION
 DW0704
 DW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0704'AT QUARTZSITE.
 DW0704'AT QUARTZSITE, YUMA COUNTY, ON U.S. HIGHWAY 60, IN THE CONCRETE
 DW0704'PORCH OF THE W.G. KEISER STORE, AND 20 FEET NORTH OF THE
 DW0704'CENTERLINE OF THE HIGHWAY.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0704'STANDARD DISK, STAMPED 898.12.
 DW0704
 DW0704                          STATION RECOVERY (1981)
 DW0704
 DW0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0704'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0794 ***********************************************************************
 DW0794  DESIGNATION -  899.15
 DW0794  PID         -  DW0794
 DW0794  STATE/COUNTY-  AZ/LA PAZ
 DW0794  USGS QUAD   -  LA PAZ MTN (1970)
 DW0794
 DW0794                         *CURRENT SURVEY CONTROL
 DW0794  ___________________________________________________________________
 DW0794* NAD 83(1986)-  33 38 10.     (N)    114 23 23.     (W)     SCALED    
 DW0794* NAVD 88     -       274.79   (+/-2cm)     901.5    (feet)  VERTCON   
 DW0794  ___________________________________________________________________
 DW0794  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DW0794
 DW0794  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0794
 DW0794.The horizontal coordinates were scaled from a topographic map and have
 DW0794.an estimated accuracy of +/- 6 seconds.
 DW0794
 DW0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0794.The vertical order pertains to the NGVD 29 superseded value.
 DW0794
 DW0794.The geoid height was determined by GEOID03.
 DW0794
 DW0794;                    North         East    Units  Estimated Accuracy
 DW0794;SPC AZ W     -   292,490.      154,010.      MT  (+/- 180 meters Scaled)
 DW0794
 DW0794                          SUPERSEDED SURVEY CONTROL
 DW0794
 DW0794  NGVD 29 (??/??/??)  274.093  (m)          899.25   (f) ADJUSTED    1 2
 DW0794
 DW0794.Superseded values are not recommended for survey control.
 DW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0794.See file dsdata.txt to determine how the superseded data were derived.
 DW0794
 DW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT421248(NAD 83)
 DW0794_MARKER: DD = SURVEY DISK
 DW0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0794_SP_SET: HEADWALL
 DW0794_STAMPING: 899.15 472+98.25 1929
 DW0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0794
 DW0794  HISTORY     - Date     Condition        Report By
 DW0794  HISTORY     - 1929     MONUMENTED       AZHD
 DW0794  HISTORY     - 1971     GOOD             USGS
 DW0794  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0794
 DW0794                          STATION DESCRIPTION
 DW0794
 DW0794'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0794'7.6 MI E FROM EHRENBERG.
 DW0794'7.6 MI. EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE HIGHWAY BRIDGE
 DW0794'OVER THE COLORADO RIVER.  8.6 MI. EAST ALONG INTERSTATE HIGHWAY
 DW0794'10 FROM THE BRIDGE OVER THE COLORADO RIVER, 40 FT. SOUTH AND
 DW0794'3 FT. LOWER THAN THE CENTERLINE OF THE EASTBOUND LANES, SET IN
 DW0794'THE TOP AND CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 DW0794'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK STAMPED 899.15
 DW0794'472 + 98.25 1929.
 DW0794
 DW0794                          STATION RECOVERY (1981)
 DW0794
 DW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0794'NOT RECOVERED. NOTE-OLD BRIDGE AND HEADWALL DESCRIBED ARE GONE, MARK
 DW0794'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0172 ***********************************************************************
 FQ0172  DESIGNATION -  9
 FQ0172  PID         -  FQ0172
 FQ0172  STATE/COUNTY-  AZ/COCONINO
 FQ0172  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0172
 FQ0172                         *CURRENT SURVEY CONTROL
 FQ0172  ___________________________________________________________________
 FQ0172* NAD 83(1986)-  35 51 51.     (N)    111 29 04.     (W)     SCALED    
 FQ0172* NAVD 88     -      1425.019  (meters)    4675.25   (feet)  POSTED    
 FQ0172  ___________________________________________________________________
 FQ0172  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0172  DYNAMIC HT  -        1423.230 (meters)    4669.38  (feet)  COMP
 FQ0172  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 FQ0172
 FQ0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0172
 FQ0172.The horizontal coordinates were scaled from a topographic map and have
 FQ0172.an estimated accuracy of +/- 6 seconds.
 FQ0172
 FQ0172.The orthometric height was determined by differential leveling
 FQ0172.and adjusted by the National Geodetic Survey in 1992..
 FQ0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0172.rate of 0.0 thru 1.0 mm/km.
 FQ0172
 FQ0172.The geoid height was determined by GEOID03.
 FQ0172
 FQ0172.The dynamic height is computed by dividing the NAVD 88
 FQ0172.geopotential number by the normal gravity value computed on the
 FQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0172.degrees latitude (g = 980.6199 gals.).
 FQ0172
 FQ0172.The modeled gravity was interpolated from observed gravity values.
 FQ0172
 FQ0172;                    North         East    Units  Estimated Accuracy
 FQ0172;SPC AZ C     -   539,530.      252,390.      MT  (+/- 180 meters Scaled)
 FQ0172
 FQ0172                          SUPERSEDED SURVEY CONTROL
 FQ0172
 FQ0172  NGVD 29 (??/??/92) 1424.140  (m)         4672.37   (f) ADJ UNCH    2 0
 FQ0172
 FQ0172.Superseded values are not recommended for survey control.
 FQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0172.See file dsdata.txt to determine how the superseded data were derived.
 FQ0172
 FQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE562689(NAD 83)
 FQ0172_MARKER: P = PIPE CAP
 FQ0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0172
 FQ0172  HISTORY     - Date     Condition        Report By
 FQ0172  HISTORY     - UNK      MONUMENTED       BPR
 FQ0172  HISTORY     - 1934     GOOD             NGS
 FQ0172
 FQ0172                          STATION DESCRIPTION
 FQ0172
 FQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0172'5.7 MI W FROM CAMERON.
 FQ0172'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0172'COUNTY, AND 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0172'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 9 AND
 FQ0172'FASTENED ON THE TOP OF A 2-1/2-INCH GALVANIZED-IRON PIPE PROJECTING
 FQ0172'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1596 ***********************************************************************
 DV1596  DESIGNATION -  9 A
 DV1596  PID         -  DV1596
 DV1596  STATE/COUNTY-  AZ/LA PAZ
 DV1596  USGS QUAD   -  VICKSBURG (1990)
 DV1596
 DV1596                         *CURRENT SURVEY CONTROL
 DV1596  ___________________________________________________________________
 DV1596* NAD 83(1986)-  33 38 34.     (N)    113 51 47.     (W)     SCALED    
 DV1596* NAVD 88     -       377.68   (+/-2cm)    1239.1    (feet)  VERTCON   
 DV1596  ___________________________________________________________________
 DV1596  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1596
 DV1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1596
 DV1596.The horizontal coordinates were scaled from a topographic map and have
 DV1596.an estimated accuracy of +/- 6 seconds.
 DV1596
 DV1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1596.The vertical order pertains to the NGVD 29 superseded value.
 DV1596
 DV1596.The geoid height was determined by GEOID03.
 DV1596
 DV1596;                    North         East    Units  Estimated Accuracy
 DV1596;SPC AZ W     -   293,050.      202,870.      MT  (+/- 180 meters Scaled)
 DV1596
 DV1596                          SUPERSEDED SURVEY CONTROL
 DV1596
 DV1596  NGVD 29 (??/??/92)  377.011  (m)         1236.91   (f) ADJ UNCH    2 0
 DV1596
 DV1596.Superseded values are not recommended for survey control.
 DV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1596.See file dsdata.txt to determine how the superseded data were derived.
 DV1596
 DV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344262(NAD 83)
 DV1596_MARKER: DD = SURVEY DISK
 DV1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1596_STAMPING: 9 A 1962
 DV1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1596+STABILITY: SURFACE MOTION
 DV1596
 DV1596  HISTORY     - Date     Condition        Report By
 DV1596  HISTORY     - 1962     MONUMENTED       AZHD
 DV1596
 DV1596                          STATION DESCRIPTION
 DV1596
 DV1596'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1596'8.35 MI SE FROM BRENDA.
 DV1596'0.5 MILES EAST-SOUTHEAST OF Z 395 . AN ARIZONA HIGHWAY DEPARTMENT
 DV1596'DISK STAMPED 9 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1596'GROUND, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1596'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0768 ***********************************************************************
 FQ0768  DESIGNATION -  9 HLS
 FQ0768  PID         -  FQ0768
 FQ0768  STATE/COUNTY-  AZ/NAVAJO
 FQ0768  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0768
 FQ0768                         *CURRENT SURVEY CONTROL
 FQ0768  ___________________________________________________________________
 FQ0768* NAD 83(1986)-  35 05 23.     (N)    110 21 17.     (W)     SCALED    
 FQ0768* NAVD 88     -      1553.202  (meters)    5095.80   (feet)  ADJUSTED  
 FQ0768  ___________________________________________________________________
 FQ0768  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0768  DYNAMIC HT  -        1551.121 (meters)    5088.97  (feet)  COMP
 FQ0768  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 FQ0768
 FQ0768  VERT ORDER  -  THIRD
 FQ0768
 FQ0768.The horizontal coordinates were scaled from a topographic map and have
 FQ0768.an estimated accuracy of +/- 6 seconds.
 FQ0768
 FQ0768.The orthometric height was determined by differential leveling
 FQ0768.and adjusted by the National Geodetic Survey in June 1991..
 FQ0768
 FQ0768.The geoid height was determined by GEOID03.
 FQ0768
 FQ0768.The dynamic height is computed by dividing the NAVD 88
 FQ0768.geopotential number by the normal gravity value computed on the
 FQ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0768.degrees latitude (g = 980.6199 gals.).
 FQ0768
 FQ0768.The modeled gravity was interpolated from observed gravity values.
 FQ0768
 FQ0768;                    North         East    Units  Estimated Accuracy
 FQ0768;SPC AZ E     -   453,540.      196,210.      MT  (+/- 180 meters Scaled)
 FQ0768
 FQ0768                          SUPERSEDED SURVEY CONTROL
 FQ0768
 FQ0768.No superseded survey control is available for this station.
 FQ0768
 FQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD588831(NAD 83)
 FQ0768_MARKER: DB = BENCH MARK DISK
 FQ0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0768_SP_SET: COPPER-CLAD STEEL ROD
 FQ0768_STAMPING: 9 HLS 1970 5093
 FQ0768_MARK LOGO: USGS  
 FQ0768_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0768+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0768
 FQ0768  HISTORY     - Date     Condition        Report By
 FQ0768  HISTORY     - 1970     MONUMENTED       USGS
 FQ0768
 FQ0768                          STATION DESCRIPTION
 FQ0768
 FQ0768'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0768'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0768'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0768'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 3.9 MILES
 FQ0768'NORTHEAST ALONG THE ROAD, 33 FEET NORTHWEST OF THE CENTERLINE OF THE
 FQ0768'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0768'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0870 ***********************************************************************
 FQ0870  DESIGNATION -  9 JRH
 FQ0870  PID         -  FQ0870
 FQ0870  STATE/COUNTY-  AZ/COCONINO
 FQ0870  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0870
 FQ0870                         *CURRENT SURVEY CONTROL
 FQ0870  ___________________________________________________________________
 FQ0870* NAD 83(1986)-  35 37 22.     (N)    111 44 23.     (W)     SCALED    
 FQ0870* NAVD 88     -      1853.731  (meters)    6081.78   (feet)  POSTED    
 FQ0870  ___________________________________________________________________
 FQ0870  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0870  DYNAMIC HT  -        1851.250 (meters)    6073.64  (feet)  COMP
 FQ0870  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 FQ0870
 FQ0870  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0870
 FQ0870.The horizontal coordinates were scaled from a topographic map and have
 FQ0870.an estimated accuracy of +/- 6 seconds.
 FQ0870
 FQ0870.The orthometric height was determined by differential leveling
 FQ0870.and adjusted by the National Geodetic Survey in 1992..
 FQ0870.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0870.rate of 0.0 thru 1.0 mm/km.
 FQ0870
 FQ0870.The geoid height was determined by GEOID03.
 FQ0870
 FQ0870.The dynamic height is computed by dividing the NAVD 88
 FQ0870.geopotential number by the normal gravity value computed on the
 FQ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0870.degrees latitude (g = 980.6199 gals.).
 FQ0870
 FQ0870.The modeled gravity was interpolated from observed gravity values.
 FQ0870
 FQ0870;                    North         East    Units  Estimated Accuracy
 FQ0870;SPC AZ C     -   512,680.      229,390.      MT  (+/- 180 meters Scaled)
 FQ0870
 FQ0870                          SUPERSEDED SURVEY CONTROL
 FQ0870
 FQ0870.No superseded survey control is available for this station.
 FQ0870
 FQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE330423(NAD 83)
 FQ0870_MARKER: DB = BENCH MARK DISK
 FQ0870_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0870_SP_SET: ROCK OUTCROP
 FQ0870_STAMPING: 9 JRH 1959 6079
 FQ0870_MARK LOGO: USGS  
 FQ0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0870+STABILITY: POSITION/ELEVATION WELL
 FQ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0870+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0870
 FQ0870  HISTORY     - Date     Condition        Report By
 FQ0870  HISTORY     - 1959     MONUMENTED       USGS
 FQ0870
 FQ0870                          STATION DESCRIPTION
 FQ0870
 FQ0870'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0870'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0870'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0870'LOOKOUT TOWER, PROCEED 30.6 MILES SOUTH, 1.8 MILES NORTHEAST OF TUB
 FQ0870'RANCH, 173 FEET EAST OF THE CENTER OF THE ROAD, IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0283 ***********************************************************************
 DV0283  DESIGNATION -  9 LUKE FIELD
 DV0283  PID         -  DV0283
 DV0283  STATE/COUNTY-  AZ/MARICOPA
 DV0283  USGS QUAD   -  WADDELL (1975)
 DV0283
 DV0283                         *CURRENT SURVEY CONTROL
 DV0283  ___________________________________________________________________
 DV0283* NAD 83(1986)-  33 31 53.     (N)    112 22 45.     (W)     SCALED    
 DV0283* NAVD 88     -       329.01   (+/-2cm)    1079.4    (feet)  VERTCON   
 DV0283  ___________________________________________________________________
 DV0283  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0283
 DV0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0283
 DV0283.The horizontal coordinates were scaled from a topographic map and have
 DV0283.an estimated accuracy of +/- 6 seconds.
 DV0283
 DV0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0283.The vertical order pertains to the NGVD 29 superseded value.
 DV0283
 DV0283.The geoid height was determined by GEOID03.
 DV0283
 DV0283;                    North         East    Units  Estimated Accuracy
 DV0283;SPC AZ C     -   280,780.      170,400.      MT  (+/- 180 meters Scaled)
 DV0283
 DV0283                          SUPERSEDED SURVEY CONTROL
 DV0283
 DV0283  NGVD 29 (??/??/92)  328.472  (m)         1077.66   (f) ADJ UNCH    2 0
 DV0283
 DV0283.Superseded values are not recommended for survey control.
 DV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0283.See file dsdata.txt to determine how the superseded data were derived.
 DV0283
 DV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC719110(NAD 83)
 DV0283_MARKER: O = CHISELED CIRCLE
 DV0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0283_SP_SET: HEADWALL
 DV0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0283
 DV0283  HISTORY     - Date     Condition        Report By
 DV0283  HISTORY     - UNK      MONUMENTED       DOD
 DV0283  HISTORY     - 1945     GOOD             NGS
 DV0283
 DV0283                          STATION DESCRIPTION
 DV0283
 DV0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0283'IN LUKE FIELD.
 DV0283'AT LUKE FIELD, MARICOPA COUNTY, 1.0 MILE SOUTHWEST OF HANGAR AT-6 PLM,
 DV0283'200 FEET WEST OF THE WEST END OF THE SKEET RANGE, AND ON THE TOP OF
 DV0283'THE NORTHWEST CORNER OF THE WEST CONCRETE HEADWALL OF DRAINAGE LINE 4.
 DV0283'A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0661 ***********************************************************************
 ER0661  DESIGNATION -  90 BKC
 ER0661  PID         -  ER0661
 ER0661  STATE/COUNTY-  AZ/APACHE
 ER0661  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0661
 ER0661                         *CURRENT SURVEY CONTROL
 ER0661  ___________________________________________________________________
 ER0661* NAD 83(1986)-  34 16 27.     (N)    109 46 17.     (W)     SCALED    
 ER0661* NAVD 88     -      2080.709  (meters)    6826.46   (feet)  ADJUSTED  
 ER0661  ___________________________________________________________________
 ER0661  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0661  DYNAMIC HT  -        2077.559 (meters)    6816.12  (feet)  COMP
 ER0661  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 ER0661
 ER0661  VERT ORDER  -  SECOND    CLASS 0
 ER0661
 ER0661.The horizontal coordinates were scaled from a topographic map and have
 ER0661.an estimated accuracy of +/- 6 seconds.
 ER0661
 ER0661.The orthometric height was determined by differential leveling
 ER0661.and adjusted by the National Geodetic Survey in June 1991..
 ER0661
 ER0661.The geoid height was determined by GEOID03.
 ER0661
 ER0661.The dynamic height is computed by dividing the NAVD 88
 ER0661.geopotential number by the normal gravity value computed on the
 ER0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0661.degrees latitude (g = 980.6199 gals.).
 ER0661
 ER0661.The modeled gravity was interpolated from observed gravity values.
 ER0661
 ER0661;                    North         East    Units  Estimated Accuracy
 ER0661;SPC AZ E     -   363,130.      249,760.      MT  (+/- 180 meters Scaled)
 ER0661
 ER0661                          SUPERSEDED SURVEY CONTROL
 ER0661
 ER0661  NGVD 29 (??/??/92) 2079.80   (m)         6823.5    (f) COMPUTED    2 0
 ER0661
 ER0661.Superseded values are not recommended for survey control.
 ER0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0661.See file dsdata.txt to determine how the superseded data were derived.
 ER0661
 ER0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC130932(NAD 83)
 ER0661_MARKER: DB = BENCH MARK DISK
 ER0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0661_SP_SET: COPPER-CLAD STEEL ROD
 ER0661_STAMPING: 90 BKC 1968 6824
 ER0661_MARK LOGO: USGS  
 ER0661_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0661+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0661
 ER0661  HISTORY     - Date     Condition        Report By
 ER0661  HISTORY     - 1968     MONUMENTED       USGS
 ER0661  HISTORY     - 20050729 GOOD             USPSQD
 ER0661
 ER0661                          STATION DESCRIPTION
 ER0661
 ER0661'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0661'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 5.5 MILES
 ER0661'WEST ALONG U S HIGHWAY 60, 95 FEET SOUTHWEST OF A 10-INCH PINE TREE,
 ER0661'73 FEET SOUTH OF THE HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET
 ER0661'NORTHWEST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0661'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0661
 ER0661                          STATION RECOVERY (2005)
 ER0661
 ER0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0552 ***********************************************************************
 ER0552  DESIGNATION -  90 DOR
 ER0552  PID         -  ER0552
 ER0552  STATE/COUNTY-  AZ/APACHE
 ER0552  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0552
 ER0552                         *CURRENT SURVEY CONTROL
 ER0552  ___________________________________________________________________
 ER0552* NAD 83(1986)-  34 57 44.     (N)    109 31 27.     (W)     SCALED    
 ER0552* NAVD 88     -      1867.141  (meters)    6125.78   (feet)  ADJUSTED  
 ER0552  ___________________________________________________________________
 ER0552  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0552  DYNAMIC HT  -        1864.477 (meters)    6117.04  (feet)  COMP
 ER0552  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 ER0552
 ER0552  VERT ORDER  -  SECOND    CLASS II
 ER0552
 ER0552.The horizontal coordinates were scaled from a topographic map and have
 ER0552.an estimated accuracy of +/- 6 seconds.
 ER0552
 ER0552.The orthometric height was determined by differential leveling
 ER0552.and adjusted by the National Geodetic Survey in June 1991..
 ER0552
 ER0552.The geoid height was determined by GEOID03.
 ER0552
 ER0552.The dynamic height is computed by dividing the NAVD 88
 ER0552.geopotential number by the normal gravity value computed on the
 ER0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0552.degrees latitude (g = 980.6199 gals.).
 ER0552
 ER0552.The modeled gravity was interpolated from observed gravity values.
 ER0552
 ER0552;                    North         East    Units  Estimated Accuracy
 ER0552;SPC AZ E     -   439,570.      272,030.      MT  (+/- 180 meters Scaled)
 ER0552
 ER0552                          SUPERSEDED SURVEY CONTROL
 ER0552
 ER0552.No superseded survey control is available for this station.
 ER0552
 ER0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347698(NAD 83)
 ER0552_MARKER: DB = BENCH MARK DISK
 ER0552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0552_SP_SET: CONCRETE BASE OF A WINDMILL
 ER0552_STAMPING: 90 DOR 1972 6123
 ER0552_MARK LOGO: USGS  
 ER0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0552+STABILITY: SURFACE MOTION
 ER0552
 ER0552  HISTORY     - Date     Condition        Report By
 ER0552  HISTORY     - 1972     MONUMENTED       USGS
 ER0552
 ER0552                          STATION DESCRIPTION
 ER0552
 ER0552'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0552'19.6 KM (12.20 MI) SOUTH FROM NAVAJO.
 ER0552'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0552'TO A T-ROAD SOUTH, THENCE 12.1 MILES SOUTH TO A WINDMILL, 0.2 MILES
 ER0552'NORTH OF A CATTLEGUARD, 28 FEET NORTH OF A STEEL TANK, 24 FEET EAST
 ER0552'OF A FENCE, 1.5 FEET WEST OF A WELL, IN THE 13.5-FOOT CONCRETE BASE
 ER0552'OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0437 ***********************************************************************
 GQ0437  DESIGNATION -  90 DOR
 GQ0437  PID         -  GQ0437
 GQ0437  STATE/COUNTY-  AZ/MOHAVE
 GQ0437  USGS QUAD   -  LIZARD POINT (1979)
 GQ0437
 GQ0437                         *CURRENT SURVEY CONTROL
 GQ0437  ___________________________________________________________________
 GQ0437* NAD 83(1986)-  36 54 07.     (N)    113 33 55.     (W)     SCALED    
 GQ0437* NAVD 88     -      1074.613  (meters)    3525.63   (feet)  POSTED    
 GQ0437  ___________________________________________________________________
 GQ0437  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 GQ0437  DYNAMIC HT  -        1073.470 (meters)    3521.88  (feet)  COMP
 GQ0437  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 GQ0437
 GQ0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0437
 GQ0437.The horizontal coordinates were scaled from a topographic map and have
 GQ0437.an estimated accuracy of +/- 6 seconds.
 GQ0437
 GQ0437.The orthometric height was determined by differential leveling
 GQ0437.and adjusted by the National Geodetic Survey in 1992..
 GQ0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0437.rate of 0.0 thru 1.0 mm/km.
 GQ0437
 GQ0437.The geoid height was determined by GEOID03.
 GQ0437
 GQ0437.The dynamic height is computed by dividing the NAVD 88
 GQ0437.geopotential number by the normal gravity value computed on the
 GQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0437.degrees latitude (g = 980.6199 gals.).
 GQ0437
 GQ0437.The modeled gravity was interpolated from observed gravity values.
 GQ0437
 GQ0437;                    North         East    Units  Estimated Accuracy
 GQ0437;SPC AZ W     -   654,630.      229,820.      MT  (+/- 180 meters Scaled)
 GQ0437
 GQ0437                          SUPERSEDED SURVEY CONTROL
 GQ0437
 GQ0437.No superseded survey control is available for this station.
 GQ0437
 GQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF714870(NAD 83)
 GQ0437_MARKER: DB = BENCH MARK DISK
 GQ0437_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0437_SP_SET: ROCK OUTCROP
 GQ0437_STAMPING: 90 DOR 1970 3523
 GQ0437_MARK LOGO: USGS  
 GQ0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0437+STABILITY: POSITION/ELEVATION WELL
 GQ0437
 GQ0437  HISTORY     - Date     Condition        Report By
 GQ0437  HISTORY     - 1970     MONUMENTED       USGS
 GQ0437
 GQ0437                          STATION DESCRIPTION
 GQ0437
 GQ0437'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0437'23.0 KM (14.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0437'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0437'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0437'ROAD TO THE ARIZONA STATE LINE, CONTINUE 7.6 MILES SOUTH ALONG MT.
 GQ0437'TRUMBULL ROAD TO A CATTLEGUARD, 100 FEET NORTHWEST OF THE ROAD.
 GQ0437'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0313 ***********************************************************************
 CY0313  DESIGNATION -  90 H
 CY0313  PID         -  CY0313
 CY0313  STATE/COUNTY-  AZ/COCHISE
 CY0313  USGS QUAD   -  VANAR NW (1987)
 CY0313
 CY0313                         *CURRENT SURVEY CONTROL
 CY0313  ___________________________________________________________________
 CY0313* NAD 83(1986)-  32 14 59.     (N)    109 08 26.     (W)     SCALED    
 CY0313* NAVD 88     -      1156.568  (meters)    3794.51   (feet)  ADJUSTED  
 CY0313  ___________________________________________________________________
 CY0313  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CY0313  DYNAMIC HT  -        1154.851 (meters)    3788.87  (feet)  COMP
 CY0313  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 CY0313
 CY0313  VERT ORDER  -  FIRST     CLASS II
 CY0313
 CY0313.The horizontal coordinates were scaled from a topographic map and have
 CY0313.an estimated accuracy of +/- 6 seconds.
 CY0313
 CY0313.The orthometric height was determined by differential leveling
 CY0313.and adjusted by the National Geodetic Survey in June 1991..
 CY0313
 CY0313.The geoid height was determined by GEOID03.
 CY0313
 CY0313.The dynamic height is computed by dividing the NAVD 88
 CY0313.geopotential number by the normal gravity value computed on the
 CY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0313.degrees latitude (g = 980.6199 gals.).
 CY0313
 CY0313.The modeled gravity was interpolated from observed gravity values.
 CY0313
 CY0313;                    North         East    Units  Estimated Accuracy
 CY0313;SPC AZ E     -   139,020.      310,050.      MT  (+/- 180 meters Scaled)
 CY0313
 CY0313                          SUPERSEDED SURVEY CONTROL
 CY0313
 CY0313  NGVD 29 (??/??/92) 1156.357  (m)         3793.81   (f) ADJ UNCH    1 2
 CY0313
 CY0313.Superseded values are not recommended for survey control.
 CY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0313.See file dsdata.txt to determine how the superseded data were derived.
 CY0313
 CY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA751696(NAD 83)
 CY0313_MARKER: P = PIPE CAP
 CY0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0313_STAMPING: 90 H 1907
 CY0313_PROJECTION: PROJECTING 47 CENTIMETERS
 CY0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0313
 CY0313  HISTORY     - Date     Condition        Report By
 CY0313  HISTORY     - 1907     MONUMENTED       USGS
 CY0313  HISTORY     - 1952     GOOD             NGS
 CY0313  HISTORY     - 1960     GOOD             NGS
 CY0313  HISTORY     - 1979     GOOD             NGS
 CY0313
 CY0313                          STATION DESCRIPTION
 CY0313
 CY0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0313'2.5 MI W FROM VANAR.
 CY0313'2.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0313'STATION SIGN AT VANAR, 5.1 MILES EAST OF SAN SIMON, 2.5 MILES
 CY0313'SOUTHEAST OF AN ARIZONA TRUCK CHECKING STATION, 350 FEET NORTH OF
 CY0313'STATE HIGHWAY 86, 100 FEET NORTH OF THE TRACK, AND AT THE RAILROAD
 CY0313'RIGHT-OF-WAY FENCE.  A UNITED STATE GEOLOGICAL SURVEY STANDARD CAP,
 CY0313'STAMPED 90 H 1907 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 CY0313
 CY0313                          STATION RECOVERY (1960)
 CY0313
 CY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0313'RECOVERED IN GOOD CONDITION.
 CY0313
 CY0313                          STATION RECOVERY (1979)
 CY0313
 CY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0313'8.0 KILOMETERS (5.05 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0313'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0313'0.4 KILOMETER (0.25 MILE) WEST OF A POWER LINE CROSSING,
 CY0313'128.0 METERS (420 FEET) EAST OF RAILROAD CULVERT 1119.32,
 CY0313'30.7 METERS (98.7 FEET) NORTH OF THE NORTH RAIL,
 CY0313'0.9 METER (2.0 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 CY0313'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 CY0313'THE MARK IS 2.0 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0477 ***********************************************************************
 DV0477  DESIGNATION -  90 Z
 DV0477  PID         -  DV0477
 DV0477  STATE/COUNTY-  AZ/MARICOPA
 DV0477  USGS QUAD   -  PERRYVILLE (1982)
 DV0477
 DV0477                         *CURRENT SURVEY CONTROL
 DV0477  ___________________________________________________________________
 DV0477* NAD 83(1986)-  33 25 15.     (N)    112 28 44.     (W)     SCALED    
 DV0477* NAVD 88     -       291.75   (+/-2cm)     957.2    (feet)  VERTCON   
 DV0477  ___________________________________________________________________
 DV0477  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0477
 DV0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0477
 DV0477.The horizontal coordinates were scaled from a topographic map and have
 DV0477.an estimated accuracy of +/- 6 seconds.
 DV0477
 DV0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0477.The vertical order pertains to the NGVD 29 superseded value.
 DV0477
 DV0477.The geoid height was determined by GEOID03.
 DV0477
 DV0477;                    North         East    Units  Estimated Accuracy
 DV0477;SPC AZ C     -   268,560.      161,070.      MT  (+/- 180 meters Scaled)
 DV0477
 DV0477                          SUPERSEDED SURVEY CONTROL
 DV0477
 DV0477  NGVD 29 (??/??/92)  291.112  (m)          955.09   (f) ADJ UNCH    2 0
 DV0477
 DV0477.Superseded values are not recommended for survey control.
 DV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0477.See file dsdata.txt to determine how the superseded data were derived.
 DV0477
 DV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB625989(NAD 83)
 DV0477_MARKER: DD = SURVEY DISK
 DV0477_SETTING: 0 = UNSPECIFIED SETTING
 DV0477_STAMPING: 90 Z 1962
 DV0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0477
 DV0477  HISTORY     - Date     Condition        Report By
 DV0477  HISTORY     - 1962     MONUMENTED       AZHD
 DV0477  HISTORY     - 1962     GOOD             NGS
 DV0477
 DV0477                          STATION DESCRIPTION
 DV0477
 DV0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0477'2 MI SW FROM PERRYVILLE.
 DV0477'1 MILE SOUTH ALONG PERRYVILLE RD. FROM THE TOWN LIMITS OF PERRYVILLE
 DV0477'AND JUNCTION OF YUMA RD, THENCE 1 MILE WEST ALONG LOWER BUCKEYE RD. TO
 DV0477'THE JUNCTION OF JACKRABBIT RD, AND THE MARK SET FLUSH WITH THE GROUND
 DV0477'ELEVATION, LOCATED 25 FT SOUTH OF THE CENTER OF LOWER BUCKEYE, 81 FT.
 DV0477'WEST OF THE CENTER OF JACKRABBIT RD, 2.4 FT. EAST OF A WITNESS POST,
 DV0477'11 FT. NORTH OF A FENCE AROUND A POWER RELAY STATION, AND 5 FT. EAST
 DV0477'OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0696 ***********************************************************************
 DW0696  DESIGNATION -  903.10
 DW0696  PID         -  DW0696
 DW0696  STATE/COUNTY-  AZ/LA PAZ
 DW0696  USGS QUAD   -  QUARTZSITE (1990)
 DW0696
 DW0696                         *CURRENT SURVEY CONTROL
 DW0696  ___________________________________________________________________
 DW0696* NAD 83(1986)-  33 40 00.     (N)    114 12 23.     (W)     SCALED    
 DW0696* NAVD 88     -       276.078  (meters)     905.77   (feet)  ADJUSTED  
 DW0696  ___________________________________________________________________
 DW0696  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DW0696  DYNAMIC HT  -         275.768 (meters)     904.75  (feet)  COMP
 DW0696  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 DW0696
 DW0696  VERT ORDER  -  FIRST     CLASS II
 DW0696
 DW0696.The horizontal coordinates were scaled from a topographic map and have
 DW0696.an estimated accuracy of +/- 6 seconds.
 DW0696
 DW0696.The orthometric height was determined by differential leveling
 DW0696.and adjusted by the National Geodetic Survey in June 1991..
 DW0696
 DW0696.The geoid height was determined by GEOID03.
 DW0696
 DW0696.The dynamic height is computed by dividing the NAVD 88
 DW0696.geopotential number by the normal gravity value computed on the
 DW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0696.degrees latitude (g = 980.6199 gals.).
 DW0696
 DW0696.The modeled gravity was interpolated from observed gravity values.
 DW0696
 DW0696;                    North         East    Units  Estimated Accuracy
 DW0696;SPC AZ W     -   295,790.      171,040.      MT  (+/- 180 meters Scaled)
 DW0696
 DW0696                          SUPERSEDED SURVEY CONTROL
 DW0696
 DW0696  NGVD 29 (??/??/??)  275.397  (m)          903.53   (f) ADJUSTED    1 2
 DW0696
 DW0696.Superseded values are not recommended for survey control.
 DW0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0696.See file dsdata.txt to determine how the superseded data were derived.
 DW0696
 DW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT590287(NAD 83)
 DW0696_MARKER: DD = SURVEY DISK
 DW0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0696_SP_SET: CONCRETE BRIDGE RAIL
 DW0696_STAMPING: 903.10 1082+05.3 1932
 DW0696_MARK LOGO: AZHD  
 DW0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0696
 DW0696  HISTORY     - Date     Condition        Report By
 DW0696  HISTORY     - 1932     MONUMENTED       AZHD
 DW0696  HISTORY     - 1962     GOOD             NGS
 DW0696  HISTORY     - 1981     GOOD             NGS
 DW0696
 DW0696                          STATION DESCRIPTION
 DW0696
 DW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0696'1.5 MI E FROM QUARTZSITE.
 DW0696'1.5 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0696'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH RAIL OF A
 DW0696'45 FOOT CONCRETE BRIDGE, 12 FEET SOUTH OF THE CENTER OF THE
 DW0696'HIGHWAY, AND IS ABOUT 2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DW0696
 DW0696                          STATION RECOVERY (1981)
 DW0696
 DW0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0696'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 95 FROM THE NORTH END OF THE
 DW0696'HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 10 IN QUARTZSITE, THENCE 1.0 KM
 DW0696'(0.65 MI) EAST ALONG THE INTERSTATE 10 BUSINESS ROUTE, 0.4 KM (0.25
 DW0696'MI) WEST OF THE NORTH END OF THE INTERSTATE 10 BUSINESS ROUTE BRIDGE,
 DW0696'SET IN THE TOP CENTER OF THE SOUTH CONCRETE GURADRAIL FOR A
 DW0696'DOUBLE-CHANNEL HIGHWAY BRIDGE, 3.6 METERS (12.0 FT) SOUTH OF THE
 DW0696'CENTERLINE OF THE BUSINESS ROUTE.
 DW0696'THE MARK IS 0.75 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0317 ***********************************************************************
 FS0317  DESIGNATION -  903+91.7
 FS0317  PID         -  FS0317
 FS0317  STATE/COUNTY-  AZ/MOHAVE
 FS0317  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0317
 FS0317                         *CURRENT SURVEY CONTROL
 FS0317  ___________________________________________________________________
 FS0317* NAD 83(1986)-  35 35 06.     (N)    114 23 27.     (W)     SCALED    
 FS0317* NAVD 88     -       844.395  (meters)    2770.32   (feet)  POSTED    
 FS0317  ___________________________________________________________________
 FS0317  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0317  DYNAMIC HT  -         843.440 (meters)    2767.19  (feet)  COMP
 FS0317  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 FS0317
 FS0317  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0317
 FS0317.The horizontal coordinates were scaled from a topographic map and have
 FS0317.an estimated accuracy of +/- 6 seconds.
 FS0317
 FS0317.The orthometric height was determined by differential leveling
 FS0317.and adjusted by the National Geodetic Survey in 1992..
 FS0317.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0317.rate of 3.1 thru 4.0 mm/km.
 FS0317
 FS0317.The geoid height was determined by GEOID03.
 FS0317
 FS0317.The dynamic height is computed by dividing the NAVD 88
 FS0317.geopotential number by the normal gravity value computed on the
 FS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0317.degrees latitude (g = 980.6199 gals.).
 FS0317
 FS0317.The modeled gravity was interpolated from observed gravity values.
 FS0317
 FS0317;                    North         East    Units  Estimated Accuracy
 FS0317;SPC AZ W     -   508,680.      155,280.      MT  (+/- 180 meters Scaled)
 FS0317
 FS0317                          SUPERSEDED SURVEY CONTROL
 FS0317
 FS0317  NGVD 29 (??/??/92)  843.638  (m)         2767.84   (f) ADJ UNCH    1 1
 FS0317
 FS0317.Superseded values are not recommended for survey control.
 FS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0317.See file dsdata.txt to determine how the superseded data were derived.
 FS0317
 FS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV364410(NAD 83)
 FS0317_MARKER: DD = SURVEY DISK
 FS0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0317_SP_SET: CULVERT
 FS0317_STAMPING: 903+91.7 2768.68 1940
 FS0317_MARK LOGO: AZHD  
 FS0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0317
 FS0317  HISTORY     - Date     Condition        Report By
 FS0317  HISTORY     - 1940     MONUMENTED       AZHD
 FS0317  HISTORY     - 1949     GOOD             NGS
 FS0317  HISTORY     - 1982     GOOD             NGS
 FS0317
 FS0317                          STATION DESCRIPTION
 FS0317
 FS0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0317'14.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0317'14.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0317'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 181 FEET EAST OF AND
 FS0317'ACROSS THE HIGHWAY FROM MILEPOST 38, AT A DOUBLE 4- BY 6-FOOT
 FS0317'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0317'NORTHEAST HEAD WALL, 14.5 FEET NORTHEAST OF THE CENTER LINE OF
 FS0317'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0317
 FS0317                          STATION RECOVERY (1982)
 FS0317
 FS0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0317'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0316 ***********************************************************************
 FS0316  DESIGNATION -  907+30
 FS0316  PID         -  FS0316
 FS0316  STATE/COUNTY-  AZ/MOHAVE
 FS0316  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0316
 FS0316                         *CURRENT SURVEY CONTROL
 FS0316  ___________________________________________________________________
 FS0316* NAD 83(1986)-  35 35 12.     (N)    114 23 31.     (W)     SCALED    
 FS0316* NAVD 88     -       843.608  (meters)    2767.74   (feet)  POSTED    
 FS0316  ___________________________________________________________________
 FS0316  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0316  DYNAMIC HT  -         842.660 (meters)    2764.63  (feet)  COMP
 FS0316  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 FS0316
 FS0316  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0316
 FS0316.The horizontal coordinates were scaled from a topographic map and have
 FS0316.an estimated accuracy of +/- 6 seconds.
 FS0316
 FS0316.The orthometric height was determined by differential leveling
 FS0316.and adjusted by the National Geodetic Survey in 1992..
 FS0316.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0316.rate of 2.1 thru 3.0 mm/km.
 FS0316
 FS0316.The geoid height was determined by GEOID03.
 FS0316
 FS0316.The dynamic height is computed by dividing the NAVD 88
 FS0316.geopotential number by the normal gravity value computed on the
 FS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0316.degrees latitude (g = 980.6199 gals.).
 FS0316
 FS0316.The modeled gravity was interpolated from observed gravity values.
 FS0316
 FS0316;                    North         East    Units  Estimated Accuracy
 FS0316;SPC AZ W     -   508,860.      155,180.      MT  (+/- 180 meters Scaled)
 FS0316
 FS0316                          SUPERSEDED SURVEY CONTROL
 FS0316
 FS0316  NGVD 29 (??/??/92)  842.852  (m)         2765.26   (f) ADJ UNCH    1 1
 FS0316
 FS0316.Superseded values are not recommended for survey control.
 FS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0316.See file dsdata.txt to determine how the superseded data were derived.
 FS0316
 FS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV363412(NAD 83)
 FS0316_MARKER: DD = SURVEY DISK
 FS0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0316_SP_SET: CULVERT
 FS0316_STAMPING: 907+30 2766.05 1935
 FS0316_MARK LOGO: AZHD  
 FS0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0316
 FS0316  HISTORY     - Date     Condition        Report By
 FS0316  HISTORY     - 1935     MONUMENTED       AZHD
 FS0316  HISTORY     - 1949     GOOD             NGS
 FS0316  HISTORY     - 1982     GOOD             NGS
 FS0316
 FS0316                          STATION DESCRIPTION
 FS0316
 FS0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0316'15 MI NW FROM GRASSHOPPER JUNCTION.
 FS0316'15.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0316'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 170 FEET NORTHWEST OF
 FS0316'MILEPOST 38, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0316'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5 FEET
 FS0316'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 FS0316'THAN THE HIGHWAY.
 FS0316
 FS0316                          STATION RECOVERY (1982)
 FS0316
 FS0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0316'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0035 ***********************************************************************
 CZ0035  DESIGNATION -  90+85.96
 CZ0035  PID         -  CZ0035
 CZ0035  STATE/COUNTY-  AZ/PIMA
 CZ0035  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0035
 CZ0035                         *CURRENT SURVEY CONTROL
 CZ0035  ___________________________________________________________________
 CZ0035* NAD 83(1986)-  32 15 08.     (N)    110 59 39.     (W)     SCALED    
 CZ0035* NAVD 88     -       704.44   (+/-2cm)    2311.2    (feet)  VERTCON   
 CZ0035  ___________________________________________________________________
 CZ0035  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0035
 CZ0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0035
 CZ0035.The horizontal coordinates were scaled from a topographic map and have
 CZ0035.an estimated accuracy of +/- 6 seconds.
 CZ0035
 CZ0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0035.The vertical order pertains to the NGVD 29 superseded value.
 CZ0035
 CZ0035.The geoid height was determined by GEOID03.
 CZ0035
 CZ0035;                    North         East    Units  Estimated Accuracy
 CZ0035;SPC AZ C     -   139,210.      300,280.      MT  (+/- 180 meters Scaled)
 CZ0035
 CZ0035                          SUPERSEDED SURVEY CONTROL
 CZ0035
 CZ0035  NGVD 29 (??/??/92)  703.775  (m)         2308.97   (f) ADJ UNCH    1 2
 CZ0035
 CZ0035.Superseded values are not recommended for survey control.
 CZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0035.See file dsdata.txt to determine how the superseded data were derived.
 CZ0035
 CZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA005683(NAD 83)
 CZ0035_MARKER: DD = SURVEY DISK
 CZ0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0035_SP_SET: CULVERT
 CZ0035_STAMPING: 2309.76 1951 SB 90+85.96
 CZ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0035
 CZ0035  HISTORY     - Date     Condition        Report By
 CZ0035  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0035  HISTORY     - 1951     GOOD             NGS
 CZ0035  HISTORY     - 1960     GOOD             NGS
 CZ0035  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0035
 CZ0035                          STATION DESCRIPTION
 CZ0035
 CZ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0035'3.1 MI NW FROM TUCSON.
 CZ0035'0.9 MILES WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC
 CZ0035'RAILROAD STATION AT TUCSON, THENCE 2.2 MILES NORTHWEST ALONG TUCSON
 CZ0035'ACCESS FREEWAY, 3.9 MILES SOUTHEAST OF JAYNES RAILROAD STATION, ABOUT
 CZ0035'0.8 MILE SOUTHEAST OF JUNCTION OF HIGHWAY 84 AND THE END OF TUCSON
 CZ0035'ACCESS FREEWAY, ABOUT 7 POLES SOUTHEAST OF MILEPOLE 981, AT RAILROAD
 CZ0035'MILEAGE 981.26, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 CZ0035'HEADWALL OF A LARGE CONCRETE HIGHWAY CULVERT, 33 1/2 FEET SOUTHWEST OF
 CZ0035'THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 CZ0035
 CZ0035                          STATION RECOVERY (1960)
 CZ0035
 CZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0035'RECOVERED IN GOOD CONDITION.
 CZ0035
 CZ0035                          STATION RECOVERY (1980)
 CZ0035
 CZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0035'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A DISK STAMPED 1966
 CZ0035'WAS FOUND.  THIS MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0662 ***********************************************************************
 ER0662  DESIGNATION -  91 BKC
 ER0662  PID         -  ER0662
 ER0662  STATE/COUNTY-  AZ/APACHE
 ER0662  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0662
 ER0662                         *CURRENT SURVEY CONTROL
 ER0662  ___________________________________________________________________
 ER0662* NAD 83(1986)-  34 16 35.     (N)    109 47 16.     (W)     SCALED    
 ER0662* NAVD 88     -      2071.554  (meters)    6796.42   (feet)  ADJUSTED  
 ER0662  ___________________________________________________________________
 ER0662  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ER0662  DYNAMIC HT  -        2068.420 (meters)    6786.14  (feet)  COMP
 ER0662  MODELED GRAV-     979,048.4   (mgal)                       NAVD 88
 ER0662
 ER0662  VERT ORDER  -  SECOND    CLASS 0
 ER0662
 ER0662.The horizontal coordinates were scaled from a topographic map and have
 ER0662.an estimated accuracy of +/- 6 seconds.
 ER0662
 ER0662.The orthometric height was determined by differential leveling
 ER0662.and adjusted by the National Geodetic Survey in June 1991..
 ER0662
 ER0662.The geoid height was determined by GEOID03.
 ER0662
 ER0662.The dynamic height is computed by dividing the NAVD 88
 ER0662.geopotential number by the normal gravity value computed on the
 ER0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0662.degrees latitude (g = 980.6199 gals.).
 ER0662
 ER0662.The modeled gravity was interpolated from observed gravity values.
 ER0662
 ER0662;                    North         East    Units  Estimated Accuracy
 ER0662;SPC AZ E     -   363,370.      248,250.      MT  (+/- 180 meters Scaled)
 ER0662
 ER0662                          SUPERSEDED SURVEY CONTROL
 ER0662
 ER0662  NGVD 29 (??/??/92) 2070.64   (m)         6793.4    (f) COMPUTED    2 0
 ER0662
 ER0662.Superseded values are not recommended for survey control.
 ER0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0662.See file dsdata.txt to determine how the superseded data were derived.
 ER0662
 ER0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC115934(NAD 83)
 ER0662_MARKER: DB = BENCH MARK DISK
 ER0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0662_SP_SET: COPPER-CLAD STEEL ROD
 ER0662_STAMPING: 91 BKC 1968 6794
 ER0662_MARK LOGO: USGS  
 ER0662_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0662+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0662
 ER0662  HISTORY     - Date     Condition        Report By
 ER0662  HISTORY     - 1968     MONUMENTED       USGS
 ER0662  HISTORY     - 20050729 GOOD             USPSQD
 ER0662
 ER0662                          STATION DESCRIPTION
 ER0662
 ER0662'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0662'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 6.5 MILES
 ER0662'WEST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 0.5 FEET
 ER0662'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED
 ER0662'IN A PIPE FLUSH WITH THE GROUND.
 ER0662
 ER0662                          STATION RECOVERY (2005)
 ER0662
 ER0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0553 ***********************************************************************
 ER0553  DESIGNATION -  91 DOR
 ER0553  PID         -  ER0553
 ER0553  STATE/COUNTY-  AZ/APACHE
 ER0553  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0553
 ER0553                         *CURRENT SURVEY CONTROL
 ER0553  ___________________________________________________________________
 ER0553* NAD 83(1986)-  34 57 06.     (N)    109 31 26.     (W)     SCALED    
 ER0553* NAVD 88     -      1863.406  (meters)    6113.52   (feet)  ADJUSTED  
 ER0553  ___________________________________________________________________
 ER0553  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0553  DYNAMIC HT  -        1860.745 (meters)    6104.79  (feet)  COMP
 ER0553  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 ER0553
 ER0553  VERT ORDER  -  SECOND    CLASS II
 ER0553
 ER0553.The horizontal coordinates were scaled from a topographic map and have
 ER0553.an estimated accuracy of +/- 6 seconds.
 ER0553
 ER0553.The orthometric height was determined by differential leveling
 ER0553.and adjusted by the National Geodetic Survey in June 1991..
 ER0553
 ER0553.The geoid height was determined by GEOID03.
 ER0553
 ER0553.The dynamic height is computed by dividing the NAVD 88
 ER0553.geopotential number by the normal gravity value computed on the
 ER0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0553.degrees latitude (g = 980.6199 gals.).
 ER0553
 ER0553.The modeled gravity was interpolated from observed gravity values.
 ER0553
 ER0553;                    North         East    Units  Estimated Accuracy
 ER0553;SPC AZ E     -   438,400.      272,070.      MT  (+/- 180 meters Scaled)
 ER0553
 ER0553                          SUPERSEDED SURVEY CONTROL
 ER0553
 ER0553.No superseded survey control is available for this station.
 ER0553
 ER0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347686(NAD 83)
 ER0553_MARKER: DB = BENCH MARK DISK
 ER0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0553_SP_SET: CONCRETE POST
 ER0553_STAMPING: 91 DOR 1972 6110
 ER0553_MARK LOGO: USGS  
 ER0553_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0553+STABILITY: SURFACE MOTION
 ER0553
 ER0553  HISTORY     - Date     Condition        Report By
 ER0553  HISTORY     - 1972     MONUMENTED       USGS
 ER0553
 ER0553                          STATION DESCRIPTION
 ER0553
 ER0553'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0553'20.8 KM (12.90 MI) SOUTH FROM NAVAJO.
 ER0553'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0553'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, 142
 ER0553'FEET EAST OF A FENCE, 22 FEET NORTH OF A FENCE, AND 12 FEET SOUTH OF
 ER0553'A BRASS CAP STAMPED -LS 5704 R26E R27E S13 S16 S24 S19 T18N 1971 -.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0438 ***********************************************************************
 GQ0438  DESIGNATION -  91 DOR
 GQ0438  PID         -  GQ0438
 GQ0438  STATE/COUNTY-  AZ/MOHAVE
 GQ0438  USGS QUAD   -  LIZARD POINT (1979)
 GQ0438
 GQ0438                         *CURRENT SURVEY CONTROL
 GQ0438  ___________________________________________________________________
 GQ0438* NAD 83(1986)-  36 53 22.     (N)    113 33 43.     (W)     SCALED    
 GQ0438* NAVD 88     -      1158.021  (meters)    3799.27   (feet)  POSTED    
 GQ0438  ___________________________________________________________________
 GQ0438  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 GQ0438  DYNAMIC HT  -        1156.770 (meters)    3795.17  (feet)  COMP
 GQ0438  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 GQ0438
 GQ0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0438
 GQ0438.The horizontal coordinates were scaled from a topographic map and have
 GQ0438.an estimated accuracy of +/- 6 seconds.
 GQ0438
 GQ0438.The orthometric height was determined by differential leveling
 GQ0438.and adjusted by the National Geodetic Survey in 1992..
 GQ0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0438.rate of 0.0 thru 1.0 mm/km.
 GQ0438
 GQ0438.The geoid height was determined by GEOID03.
 GQ0438
 GQ0438.The dynamic height is computed by dividing the NAVD 88
 GQ0438.geopotential number by the normal gravity value computed on the
 GQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0438.degrees latitude (g = 980.6199 gals.).
 GQ0438
 GQ0438.The modeled gravity was interpolated from observed gravity values.
 GQ0438
 GQ0438;                    North         East    Units  Estimated Accuracy
 GQ0438;SPC AZ W     -   653,240.      230,120.      MT  (+/- 180 meters Scaled)
 GQ0438
 GQ0438                          SUPERSEDED SURVEY CONTROL
 GQ0438
 GQ0438.No superseded survey control is available for this station.
 GQ0438
 GQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716856(NAD 83)
 GQ0438_MARKER: DB = BENCH MARK DISK
 GQ0438_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0438_SP_SET: ROCK OUTCROP
 GQ0438_STAMPING: 91 DOR 1970 3796
 GQ0438_MARK LOGO: USGS  
 GQ0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0438+STABILITY: POSITION/ELEVATION WELL
 GQ0438
 GQ0438  HISTORY     - Date     Condition        Report By
 GQ0438  HISTORY     - 1970     MONUMENTED       USGS
 GQ0438
 GQ0438                          STATION DESCRIPTION
 GQ0438
 GQ0438'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0438'24.6 KM (15.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0438'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0438'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0438'ROAD TO THE ARIZONA STATE LINE, CONTINUE 8.6 MILES SOUTH ALONG MT.
 GQ0438'TRUMBULL ROAD TO A SMALL KNOLL, 46 FEET WEST OF THE ROAD.
 GQ0438'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0438'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0480 ***********************************************************************
 DV0480  DESIGNATION -  91 Z
 DV0480  PID         -  DV0480
 DV0480  STATE/COUNTY-  AZ/MARICOPA
 DV0480  USGS QUAD   -  PERRYVILLE (1982)
 DV0480
 DV0480                         *CURRENT SURVEY CONTROL
 DV0480  ___________________________________________________________________
 DV0480* NAD 83(1986)-  33 25 15.     (N)    112 27 42.     (W)     SCALED    
 DV0480* NAVD 88     -       287.74   (+/-2cm)     944.0    (feet)  VERTCON   
 DV0480  ___________________________________________________________________
 DV0480  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0480
 DV0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0480
 DV0480.The horizontal coordinates were scaled from a topographic map and have
 DV0480.an estimated accuracy of +/- 6 seconds.
 DV0480
 DV0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0480.The vertical order pertains to the NGVD 29 superseded value.
 DV0480
 DV0480.The geoid height was determined by GEOID03.
 DV0480
 DV0480;                    North         East    Units  Estimated Accuracy
 DV0480;SPC AZ C     -   268,550.      162,680.      MT  (+/- 180 meters Scaled)
 DV0480
 DV0480                          SUPERSEDED SURVEY CONTROL
 DV0480
 DV0480  NGVD 29 (??/??/92)  287.095  (m)          941.91   (f) ADJ UNCH    2 0
 DV0480
 DV0480.Superseded values are not recommended for survey control.
 DV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0480.See file dsdata.txt to determine how the superseded data were derived.
 DV0480
 DV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB641988(NAD 83)
 DV0480_MARKER: DD = SURVEY DISK
 DV0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0480_STAMPING: 91 Z 1962
 DV0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0480+STABILITY: SURFACE MOTION
 DV0480
 DV0480  HISTORY     - Date     Condition        Report By
 DV0480  HISTORY     - 1962     MONUMENTED       AZHD
 DV0480  HISTORY     - 1962     GOOD             NGS
 DV0480
 DV0480                          STATION DESCRIPTION
 DV0480
 DV0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0480'7.9 MI SW FROM AVONDALE.
 DV0480'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0480'THENCE 4.0 MILES WEST ALONG YUMA ROAD, THENCE 1.0 MILE SOUTH ALONG
 DV0480'COTTON LANE, 2.0 MILES WEST ALONG LOWER BUCKEYE TO THE JUNCTION OF
 DV0480'PERRYVILLE ROAD, 6.2 FT. NORTH OF A STEEL WITNESS POST, 27 FT. WEST OF
 DV0480'THE CENTER OF PERRYVILLE ROAD, 30 FT. SOUTH OF THE CENTER OF LOWER
 DV0480'BUCKEYE, 3.0 FT. SOUTH OF A POWER POLE, SET IN TOP OF A CONCRETE POST
 DV0480'ABOUT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH PERRYVILLE ROAD.
 DV0480'NOTE-- THE MARK MAY BE REACHED FROM THE JUNCTION OF YUMA ROAD AT
 DV0480'PERRYVILLE BY GOING SOUTH 1.0 MILE SOUTH ALONG THE PERRYVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0824 ***********************************************************************
 CZ0824  DESIGNATION -  913+52
 CZ0824  PID         -  CZ0824
 CZ0824  STATE/COUNTY-  AZ/PIMA
 CZ0824  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0824
 CZ0824                         *CURRENT SURVEY CONTROL
 CZ0824  ___________________________________________________________________
 CZ0824* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0824* NAVD 88     -       740.17   (+/-2cm)    2428.4    (feet)  VERTCON   
 CZ0824  ___________________________________________________________________
 CZ0824  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0824
 CZ0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0824
 CZ0824.The horizontal coordinates were scaled from a topographic map and have
 CZ0824.an estimated accuracy of +/- 6 seconds.
 CZ0824
 CZ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0824.The vertical order pertains to the NGVD 29 superseded value.
 CZ0824
 CZ0824.The geoid height was determined by GEOID03.
 CZ0824
 CZ0824;                    North         East    Units  Estimated Accuracy
 CZ0824;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0824
 CZ0824                          SUPERSEDED SURVEY CONTROL
 CZ0824
 CZ0824  NGVD 29 (??/??/92)  739.494  (m)         2426.16   (f) ADJ UNCH    2 0
 CZ0824
 CZ0824.Superseded values are not recommended for survey control.
 CZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0824.See file dsdata.txt to determine how the superseded data were derived.
 CZ0824
 CZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0824_MARKER: DD = SURVEY DISK
 CZ0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0824_SP_SET: CULVERT
 CZ0824_STAMPING: 913+52 2427.00
 CZ0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0824
 CZ0824  HISTORY     - Date     Condition        Report By
 CZ0824  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0824  HISTORY     - 1951     GOOD             NGS
 CZ0824
 CZ0824                          STATION DESCRIPTION
 CZ0824
 CZ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0824'11.0 MI SW FROM TUCSON.
 CZ0824'11 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0824'HIGHWAY 86, 1.7 MILES NORTHEAST OF THE MAIN ENTRANCE TO RYAN AIRPORT,
 CZ0824'0.4 MILE SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO RANCHO DIABLO,
 CZ0824'SET IN THE TOP AND CENTER OF THE NORTHWEST HEADWALL OF A 17 BY 8 FEET
 CZ0824'CONCRETE CULVERT, AND ABOUT 62 YARDS NORTHEAST OF WHERE A POWER LINE
 CZ0824'CROSSES THE HIGHWAY, 13 1/2 FEET OF THE CENTER LINE OF THE HIGHWAY,
 CZ0824'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0042 ***********************************************************************
 EU0042  DESIGNATION -  916.97
 EU0042  PID         -  EU0042
 EU0042  STATE/COUNTY-  AZ/MOHAVE
 EU0042  USGS QUAD   -  FRANCONIA (1970)
 EU0042
 EU0042                         *CURRENT SURVEY CONTROL
 EU0042  ___________________________________________________________________
 EU0042* NAD 83(1986)-  34 43 44.     (N)    114 20 24.     (W)     SCALED    
 EU0042* NAVD 88     -       280.09   (+/-2cm)     918.9    (feet)  VERTCON   
 EU0042  ___________________________________________________________________
 EU0042  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0042
 EU0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0042
 EU0042.The horizontal coordinates were scaled from a topographic map and have
 EU0042.an estimated accuracy of +/- 6 seconds.
 EU0042
 EU0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0042.The vertical order pertains to the NGVD 29 superseded value.
 EU0042
 EU0042.The geoid height was determined by GEOID03.
 EU0042
 EU0042;                    North         East    Units  Estimated Accuracy
 EU0042;SPC AZ W     -   413,670.      159,330.      MT  (+/- 180 meters Scaled)
 EU0042
 EU0042                          SUPERSEDED SURVEY CONTROL
 EU0042
 EU0042  NGVD 29 (??/??/??)  279.429  (m)          916.76   (f) ADJUSTED    2 0
 EU0042
 EU0042.Superseded values are not recommended for survey control.
 EU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0042.See file dsdata.txt to determine how the superseded data were derived.
 EU0042
 EU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU435462(NAD 83)
 EU0042_MARKER: DD = SURVEY DISK
 EU0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0042_SP_SET: CULVERT
 EU0042_STAMPING: 916.97 446X5200
 EU0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0042
 EU0042  HISTORY     - Date     Condition        Report By
 EU0042  HISTORY     - UNK      MONUMENTED       AZHD
 EU0042  HISTORY     - 1961     GOOD             NGS
 EU0042  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0042
 EU0042                          STATION DESCRIPTION
 EU0042
 EU0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0042'8.6 MI E FROM TOPOCK.
 EU0042'ABOUT 8.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0042'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0042'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0042'A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 20 FEET SOUTH
 EU0042'OF THE CENTER OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 EU0042'HIGHWAY.
 EU0042
 EU0042                          STATION RECOVERY (1981)
 EU0042
 EU0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0042'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0043 ***********************************************************************
 EU0043  DESIGNATION -  917.73
 EU0043  PID         -  EU0043
 EU0043  STATE/COUNTY-  AZ/MOHAVE
 EU0043  USGS QUAD   -  FRANCONIA (1970)
 EU0043
 EU0043                         *CURRENT SURVEY CONTROL
 EU0043  ___________________________________________________________________
 EU0043* NAD 83(1986)-  34 43 44.     (N)    114 20 01.     (W)     SCALED    
 EU0043* NAVD 88     -       280.32   (+/-2cm)     919.7    (feet)  VERTCON   
 EU0043  ___________________________________________________________________
 EU0043  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0043
 EU0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0043
 EU0043.The horizontal coordinates were scaled from a topographic map and have
 EU0043.an estimated accuracy of +/- 6 seconds.
 EU0043
 EU0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0043.The vertical order pertains to the NGVD 29 superseded value.
 EU0043
 EU0043.The geoid height was determined by GEOID03.
 EU0043
 EU0043;                    North         East    Units  Estimated Accuracy
 EU0043;SPC AZ W     -   413,670.      159,910.      MT  (+/- 180 meters Scaled)
 EU0043
 EU0043                          SUPERSEDED SURVEY CONTROL
 EU0043
 EU0043  NGVD 29 (??/??/??)  279.653  (m)          917.49   (f) ADJUSTED    2 0
 EU0043
 EU0043.Superseded values are not recommended for survey control.
 EU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0043.See file dsdata.txt to determine how the superseded data were derived.
 EU0043
 EU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU441462(NAD 83)
 EU0043_MARKER: DD = SURVEY DISK
 EU0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0043_SP_SET: CULVERT
 EU0043_STAMPING: 917.73 461X5209 1951
 EU0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0043
 EU0043  HISTORY     - Date     Condition        Report By
 EU0043  HISTORY     - 1951     MONUMENTED       AZHD
 EU0043  HISTORY     - 1961     GOOD             NGS
 EU0043  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0043
 EU0043                          STATION DESCRIPTION
 EU0043
 EU0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0043'9 MI E FROM TOPOCK.
 EU0043'ABOUT 8.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0043'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0043'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0043'A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 22 FEET SOUTH OF
 EU0043'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE
 EU0043'LEVEL OF THE HIGHWAY.
 EU0043
 EU0043                          STATION RECOVERY (1981)
 EU0043
 EU0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0043'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0697 ***********************************************************************
 DW0697  DESIGNATION -  918.48
 DW0697  PID         -  DW0697
 DW0697  STATE/COUNTY-  AZ/LA PAZ
 DW0697  USGS QUAD   -  QUARTZSITE (1990)
 DW0697
 DW0697                         *CURRENT SURVEY CONTROL
 DW0697  ___________________________________________________________________
 DW0697* NAD 83(1986)-  33 39 58.     (N)    114 12 04.     (W)     SCALED    
 DW0697* NAVD 88     -       280.76   (+/-2cm)     921.1    (feet)  VERTCON   
 DW0697  ___________________________________________________________________
 DW0697  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DW0697
 DW0697  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0697
 DW0697.The horizontal coordinates were scaled from a topographic map and have
 DW0697.an estimated accuracy of +/- 6 seconds.
 DW0697
 DW0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0697.The vertical order pertains to the NGVD 29 superseded value.
 DW0697
 DW0697.The geoid height was determined by GEOID03.
 DW0697
 DW0697;                    North         East    Units  Estimated Accuracy
 DW0697;SPC AZ W     -   295,720.      171,520.      MT  (+/- 180 meters Scaled)
 DW0697
 DW0697                          SUPERSEDED SURVEY CONTROL
 DW0697
 DW0697  NGVD 29 (??/??/??)  280.093  (m)          918.94   (f) ADJUSTED    1 2
 DW0697
 DW0697.Superseded values are not recommended for survey control.
 DW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0697.See file dsdata.txt to determine how the superseded data were derived.
 DW0697
 DW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT595286(NAD 83)
 DW0697_MARKER: DD = SURVEY DISK
 DW0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0697_SP_SET: GUARDRAIL
 DW0697_STAMPING: 918.48 1097+46.3 1932
 DW0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0697
 DW0697  HISTORY     - Date     Condition        Report By
 DW0697  HISTORY     - 1932     MONUMENTED       AZHD
 DW0697  HISTORY     - 1962     GOOD             NGS
 DW0697  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0697  HISTORY     - 19980113 MARK NOT FOUND   AZDT
 DW0697
 DW0697                          STATION DESCRIPTION
 DW0697
 DW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0697'1.9 MI E FROM QUARTZSITE.
 DW0697'1.9 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0697'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH GUARDRAIL OF
 DW0697'A 70 FOOT CONCRETE BRIDGE WITH 3 OPENINGS, 12 FEET SOUTH OF THE
 DW0697'CENTER OF THE HIGHWAY, AND IS ABOUT 2.5 FEET ABOVE THE LEVEL OF
 DW0697'THE HIGHWAY.
 DW0697
 DW0697                          STATION RECOVERY (1981)
 DW0697
 DW0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0697'NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED HAS BEEN DESTROYED LEAVING
 DW0697'ONLY THE ABUTMENT, MARK BELIEVED DESTROYED.
 DW0697
 DW0697                          STATION RECOVERY (1998)
 DW0697
 DW0697'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DW0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0315 ***********************************************************************
 FS0315  DESIGNATION -  918+80
 FS0315  PID         -  FS0315
 FS0315  STATE/COUNTY-  AZ/MOHAVE
 FS0315  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0315
 FS0315                         *CURRENT SURVEY CONTROL
 FS0315  ___________________________________________________________________
 FS0315* NAD 83(1986)-  35 35 20.     (N)    114 23 39.     (W)     SCALED    
 FS0315* NAVD 88     -       840.424  (meters)    2757.29   (feet)  POSTED    
 FS0315  ___________________________________________________________________
 FS0315  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0315  DYNAMIC HT  -         839.480 (meters)    2754.19  (feet)  COMP
 FS0315  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 FS0315
 FS0315  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0315
 FS0315.The horizontal coordinates were scaled from a topographic map and have
 FS0315.an estimated accuracy of +/- 6 seconds.
 FS0315
 FS0315.The orthometric height was determined by differential leveling
 FS0315.and adjusted by the National Geodetic Survey in 1992..
 FS0315.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0315.rate of 1.1 thru 2.0 mm/km.
 FS0315
 FS0315.The geoid height was determined by GEOID03.
 FS0315
 FS0315.The dynamic height is computed by dividing the NAVD 88
 FS0315.geopotential number by the normal gravity value computed on the
 FS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0315.degrees latitude (g = 980.6199 gals.).
 FS0315
 FS0315.The modeled gravity was interpolated from observed gravity values.
 FS0315
 FS0315;                    North         East    Units  Estimated Accuracy
 FS0315;SPC AZ W     -   509,110.      154,980.      MT  (+/- 180 meters Scaled)
 FS0315
 FS0315                          SUPERSEDED SURVEY CONTROL
 FS0315
 FS0315  NGVD 29 (??/??/92)  839.671  (m)         2754.82   (f) ADJ UNCH    1 1
 FS0315
 FS0315.Superseded values are not recommended for survey control.
 FS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0315.See file dsdata.txt to determine how the superseded data were derived.
 FS0315
 FS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV360414(NAD 83)
 FS0315_MARKER: DD = SURVEY DISK
 FS0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0315_SP_SET: CULVERT
 FS0315_STAMPING: 918+80 2755.70 1935
 FS0315_MARK LOGO: AZHD  
 FS0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0315
 FS0315  HISTORY     - Date     Condition        Report By
 FS0315  HISTORY     - 1935     MONUMENTED       AZHD
 FS0315  HISTORY     - 1949     GOOD             NGS
 FS0315  HISTORY     - 1982     GOOD             NGS
 FS0315
 FS0315                          STATION DESCRIPTION
 FS0315
 FS0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0315'15.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0315'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0315'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, NEAR A WIRE GATE, AT A
 FS0315'3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0315'CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE
 FS0315'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0315'HIGHWAY.
 FS0315
 FS0315                          STATION RECOVERY (1982)
 FS0315
 FS0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0315'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0663 ***********************************************************************
 ER0663  DESIGNATION -  92 BKC
 ER0663  PID         -  ER0663
 ER0663  STATE/COUNTY-  AZ/APACHE
 ER0663  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0663
 ER0663                         *CURRENT SURVEY CONTROL
 ER0663  ___________________________________________________________________
 ER0663* NAD 83(1986)-  34 16 50.     (N)    109 48 16.     (W)     SCALED    
 ER0663* NAVD 88     -      2084.640  (meters)    6839.36   (feet)  ADJUSTED  
 ER0663  ___________________________________________________________________
 ER0663  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0663  DYNAMIC HT  -        2081.498 (meters)    6829.05  (feet)  COMP
 ER0663  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 ER0663
 ER0663  VERT ORDER  -  SECOND    CLASS 0
 ER0663
 ER0663.The horizontal coordinates were scaled from a topographic map and have
 ER0663.an estimated accuracy of +/- 6 seconds.
 ER0663
 ER0663.The orthometric height was determined by differential leveling
 ER0663.and adjusted by the National Geodetic Survey in June 1991..
 ER0663
 ER0663.The geoid height was determined by GEOID03.
 ER0663
 ER0663.The dynamic height is computed by dividing the NAVD 88
 ER0663.geopotential number by the normal gravity value computed on the
 ER0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0663.degrees latitude (g = 980.6199 gals.).
 ER0663
 ER0663.The modeled gravity was interpolated from observed gravity values.
 ER0663
 ER0663;                    North         East    Units  Estimated Accuracy
 ER0663;SPC AZ E     -   363,830.      246,710.      MT  (+/- 180 meters Scaled)
 ER0663
 ER0663                          SUPERSEDED SURVEY CONTROL
 ER0663
 ER0663  NGVD 29 (??/??/92) 2083.74   (m)         6836.4    (f) COMPUTED    2 0
 ER0663
 ER0663.Superseded values are not recommended for survey control.
 ER0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0663.See file dsdata.txt to determine how the superseded data were derived.
 ER0663
 ER0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC100939(NAD 83)
 ER0663_MARKER: DB = BENCH MARK DISK
 ER0663_SETTING: 80 = SET IN A BOULDER
 ER0663_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0663_STAMPING: 92 BKC 1968 6837
 ER0663_MARK LOGO: USGS  
 ER0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0663+STABILITY: SURFACE MOTION
 ER0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0663+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0663
 ER0663  HISTORY     - Date     Condition        Report By
 ER0663  HISTORY     - 1968     MONUMENTED       USGS
 ER0663  HISTORY     - 20050729 GOOD             USPSQD
 ER0663
 ER0663                          STATION DESCRIPTION
 ER0663
 ER0663'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0663'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 7.5 MILES
 ER0663'WEST ALONG U S HIGHWAY 60, 71 FEET NORTH OF THE HIGHWAY, 5.6 FEET
 ER0663'SOUTHEAST OF A WITNESS POST, SET IN A LARGE BOULDER.
 ER0663
 ER0663                          STATION RECOVERY (2005)
 ER0663
 ER0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0554 ***********************************************************************
 ER0554  DESIGNATION -  92 DOR
 ER0554  PID         -  ER0554
 ER0554  STATE/COUNTY-  AZ/APACHE
 ER0554  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0554
 ER0554                         *CURRENT SURVEY CONTROL
 ER0554  ___________________________________________________________________
 ER0554* NAD 83(1986)-  34 57 05.     (N)    109 30 18.     (W)     SCALED    
 ER0554* NAVD 88     -      1887.342  (meters)    6192.05   (feet)  ADJUSTED  
 ER0554  ___________________________________________________________________
 ER0554  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0554  DYNAMIC HT  -        1884.633 (meters)    6183.17  (feet)  COMP
 ER0554  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 ER0554
 ER0554  VERT ORDER  -  SECOND    CLASS II
 ER0554
 ER0554.The horizontal coordinates were scaled from a topographic map and have
 ER0554.an estimated accuracy of +/- 6 seconds.
 ER0554
 ER0554.The orthometric height was determined by differential leveling
 ER0554.and adjusted by the National Geodetic Survey in June 1991..
 ER0554
 ER0554.The geoid height was determined by GEOID03.
 ER0554
 ER0554.The dynamic height is computed by dividing the NAVD 88
 ER0554.geopotential number by the normal gravity value computed on the
 ER0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0554.degrees latitude (g = 980.6199 gals.).
 ER0554
 ER0554.The modeled gravity was interpolated from observed gravity values.
 ER0554
 ER0554;                    North         East    Units  Estimated Accuracy
 ER0554;SPC AZ E     -   438,380.      273,790.      MT  (+/- 180 meters Scaled)
 ER0554
 ER0554                          SUPERSEDED SURVEY CONTROL
 ER0554
 ER0554.No superseded survey control is available for this station.
 ER0554
 ER0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365686(NAD 83)
 ER0554_MARKER: DB = BENCH MARK DISK
 ER0554_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0554_SP_SET: CONCRETE BASE OF A WATER TANK
 ER0554_STAMPING: 92 DOR 1972 6189
 ER0554_MARK LOGO: USGS  
 ER0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0554+STABILITY: SURFACE MOTION
 ER0554
 ER0554  HISTORY     - Date     Condition        Report By
 ER0554  HISTORY     - 1972     MONUMENTED       USGS
 ER0554
 ER0554                          STATION DESCRIPTION
 ER0554
 ER0554'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0554'22.5 KM (14.00 MI) SOUTH FROM NAVAJO.
 ER0554'FROM THE POST OFFICE IN NAVAJO, O.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0554'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, THENCE
 ER0554'1.1 MILES EAST ALONG THE FENCE TO A WINDMILL, 25 FEET EAST OF THE
 ER0554'WINDMILL, IN THE WEST SIDE OF THE CONCRETE BASE OF A STEEL WATER
 ER0554'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0439 ***********************************************************************
 GQ0439  DESIGNATION -  92 DOR
 GQ0439  PID         -  GQ0439
 GQ0439  STATE/COUNTY-  AZ/MOHAVE
 GQ0439  USGS QUAD   -  LIZARD POINT (1979)
 GQ0439
 GQ0439                         *CURRENT SURVEY CONTROL
 GQ0439  ___________________________________________________________________
 GQ0439* NAD 83(1986)-  36 52 31.     (N)    113 33 39.     (W)     SCALED    
 GQ0439* NAVD 88     -      1185.038  (meters)    3887.91   (feet)  POSTED    
 GQ0439  ___________________________________________________________________
 GQ0439  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 GQ0439  DYNAMIC HT  -        1183.750 (meters)    3883.69  (feet)  COMP
 GQ0439  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 GQ0439
 GQ0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0439
 GQ0439.The horizontal coordinates were scaled from a topographic map and have
 GQ0439.an estimated accuracy of +/- 6 seconds.
 GQ0439
 GQ0439.The orthometric height was determined by differential leveling
 GQ0439.and adjusted by the National Geodetic Survey in 1992..
 GQ0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0439.rate of 0.0 thru 1.0 mm/km.
 GQ0439
 GQ0439.The geoid height was determined by GEOID03.
 GQ0439
 GQ0439.The dynamic height is computed by dividing the NAVD 88
 GQ0439.geopotential number by the normal gravity value computed on the
 GQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0439.degrees latitude (g = 980.6199 gals.).
 GQ0439
 GQ0439.The modeled gravity was interpolated from observed gravity values.
 GQ0439
 GQ0439;                    North         East    Units  Estimated Accuracy
 GQ0439;SPC AZ W     -   651,670.      230,220.      MT  (+/- 180 meters Scaled)
 GQ0439
 GQ0439                          SUPERSEDED SURVEY CONTROL
 GQ0439
 GQ0439.No superseded survey control is available for this station.
 GQ0439
 GQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717840(NAD 83)
 GQ0439_MARKER: DB = BENCH MARK DISK
 GQ0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0439_SP_SET: COPPER-CLAD STEEL ROD
 GQ0439_STAMPING: 92 DOR 1970 3885
 GQ0439_MARK LOGO: USGS  
 GQ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0439
 GQ0439  HISTORY     - Date     Condition        Report By
 GQ0439  HISTORY     - 1970     MONUMENTED       USGS
 GQ0439
 GQ0439                          STATION DESCRIPTION
 GQ0439
 GQ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0439'26.4 KM (16.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0439'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0439'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0439'ROAD TO THE ARIZONA STATE LINE, CONTINUE 9.7 MILES SOUTH ALONG MT.
 GQ0439'TRUMBULL ROAD, 0.1 MILE SOUTHWEST OF A USGLO BRASS CAP STAMPED T40
 GQ0439'R12W S11W S14P 1965, 53 FEET SOUTHEAST OF THE ROAD, 46 FEET NORTHWEST
 GQ0439'OF A SMALL DRY WASH.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING
 GQ0439'3-INCHES.
 GQ0439'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0439'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0481 ***********************************************************************
 DV0481  DESIGNATION -  92 Z
 DV0481  PID         -  DV0481
 DV0481  STATE/COUNTY-  AZ/MARICOPA
 DV0481  USGS QUAD   -  PERRYVILLE (1982)
 DV0481
 DV0481                         *CURRENT SURVEY CONTROL
 DV0481  ___________________________________________________________________
 DV0481* NAD 83(1986)-  33 25 16.     (N)    112 26 38.     (W)     SCALED    
 DV0481* NAVD 88     -       286.95   (+/-2cm)     941.4    (feet)  VERTCON   
 DV0481  ___________________________________________________________________
 DV0481  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0481
 DV0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0481
 DV0481.The horizontal coordinates were scaled from a topographic map and have
 DV0481.an estimated accuracy of +/- 6 seconds.
 DV0481
 DV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0481.The vertical order pertains to the NGVD 29 superseded value.
 DV0481
 DV0481.The geoid height was determined by GEOID03.
 DV0481
 DV0481;                    North         East    Units  Estimated Accuracy
 DV0481;SPC AZ C     -   268,580.      164,330.      MT  (+/- 180 meters Scaled)
 DV0481
 DV0481                          SUPERSEDED SURVEY CONTROL
 DV0481
 DV0481  NGVD 29 (??/??/92)  286.313  (m)          939.35   (f) ADJ UNCH    2 0
 DV0481
 DV0481.Superseded values are not recommended for survey control.
 DV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0481.See file dsdata.txt to determine how the superseded data were derived.
 DV0481
 DV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB657989(NAD 83)
 DV0481_MARKER: DD = SURVEY DISK
 DV0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0481_STAMPING: 97 Z 1962
 DV0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0481+STABILITY: SURFACE MOTION
 DV0481
 DV0481  HISTORY     - Date     Condition        Report By
 DV0481  HISTORY     - 1962     MONUMENTED       AZHD
 DV0481  HISTORY     - 1962     GOOD             NGS
 DV0481
 DV0481                          STATION DESCRIPTION
 DV0481
 DV0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0481'6.9 MI SW FROM AVONDALE.
 DV0481'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL A AVONDALE,
 DV0481'THENCE 4.0 MILES WEST ALONG YUMA ROAD, THEN 1.0 MILE SOUTH ALONG
 DV0481'COTTON LANE, THENCE 1.0 MILE WEST ALONG LOWER BUCKEYE TO THE JUNCTION
 DV0481'OF CITRUS ROAD AND THE MARK.  THE MARK IS A STANDARD (A.H.D.) DISK SET
 DV0481'IN TOP OF A CONCRETE POST PROJECTING 1 INCH, 2.6 FT. SOUTHEAST OF A
 DV0481'WITNESS POST, 26 FT. EAST OF THE CENTER OF CITRUS ROAD, 38 FT. NORTH
 DV0481'OF THE CENTER OF LOWER BUCKEYE, 66 FT. NORTH OF A POWER LINE POLE, SET
 DV0481'2.0 FT ABOVE THE LEVEL OF LOWER BUCKEYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1507 ***********************************************************************
 DU1507  DESIGNATION -  920+42
 DU1507  PID         -  DU1507
 DU1507  STATE/COUNTY-  AZ/PINAL
 DU1507  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1507
 DU1507                         *CURRENT SURVEY CONTROL
 DU1507  ___________________________________________________________________
 DU1507* NAD 83(1986)-  33 24 06.     (N)    111 31 38.     (W)     SCALED    
 DU1507* NAVD 88     -       523.18   (+/-2cm)    1716.5    (feet)  VERTCON   
 DU1507  ___________________________________________________________________
 DU1507  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1507
 DU1507  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1507
 DU1507.The horizontal coordinates were scaled from a topographic map and have
 DU1507.an estimated accuracy of +/- 6 seconds.
 DU1507
 DU1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1507.The vertical order pertains to the NGVD 29 superseded value.
 DU1507
 DU1507.The geoid height was determined by GEOID03.
 DU1507
 DU1507;                    North         East    Units  Estimated Accuracy
 DU1507;SPC AZ C     -   266,360.      249,590.      MT  (+/- 180 meters Scaled)
 DU1507
 DU1507                          SUPERSEDED SURVEY CONTROL
 DU1507
 DU1507  NGVD 29 (??/??/92)  522.615  (m)         1714.61   (f) ADJ UNCH    1 1
 DU1507
 DU1507.Superseded values are not recommended for survey control.
 DU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1507.See file dsdata.txt to determine how the superseded data were derived.
 DU1507
 DU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB509959(NAD 83)
 DU1507_MARKER: DD = SURVEY DISK
 DU1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1507_SP_SET: CULVERT
 DU1507_STAMPING: 920+42
 DU1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1507
 DU1507  HISTORY     - Date     Condition        Report By
 DU1507  HISTORY     - UNK      MONUMENTED       AZHD
 DU1507  HISTORY     - 1975     GOOD             AZDT
 DU1507  HISTORY     - 1975     GOOD             AZDT
 DU1507
 DU1507                          STATION DESCRIPTION
 DU1507
 DU1507'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1507'0.7 MI SE FROM PALM SPRINGS.
 DU1507'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1507'MILES AND TO THE STATION THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1507'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1507'HEADWALL.
 DU1507
 DU1507                          STATION RECOVERY (1975)
 DU1507
 DU1507'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1507'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1507'MILES AND TO THE STATION THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1507'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1507'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0614 ***********************************************************************
 DA0614  DESIGNATION -  928
 DA0614  PID         -  DA0614
 DA0614  STATE/COUNTY-  AZ/MARICOPA
 DA0614  USGS QUAD   -  BOSQUE (1973)
 DA0614
 DA0614                         *CURRENT SURVEY CONTROL
 DA0614  ___________________________________________________________________
 DA0614* NAD 83(1986)-  32 57 46.     (N)    112 37 11.     (W)     SCALED    
 DA0614* NAVD 88     -       283.656  (meters)     930.63   (feet)  ADJUSTED  
 DA0614  ___________________________________________________________________
 DA0614  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA0614  DYNAMIC HT  -         283.317 (meters)     929.52  (feet)  COMP
 DA0614  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 DA0614
 DA0614  VERT ORDER  -  FIRST     CLASS II
 DA0614
 DA0614.The horizontal coordinates were scaled from a topographic map and have
 DA0614.an estimated accuracy of +/- 6 seconds.
 DA0614
 DA0614.The orthometric height was determined by differential leveling
 DA0614.and adjusted by the National Geodetic Survey in June 1991..
 DA0614
 DA0614.The geoid height was determined by GEOID03.
 DA0614
 DA0614.The dynamic height is computed by dividing the NAVD 88
 DA0614.geopotential number by the normal gravity value computed on the
 DA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0614.degrees latitude (g = 980.6199 gals.).
 DA0614
 DA0614.The modeled gravity was interpolated from observed gravity values.
 DA0614
 DA0614;                    North         East    Units  Estimated Accuracy
 DA0614;SPC AZ C     -   217,840.      147,640.      MT  (+/- 180 meters Scaled)
 DA0614
 DA0614                          SUPERSEDED SURVEY CONTROL
 DA0614
 DA0614  NGVD 29 (??/??/92)  283.027  (m)          928.56   (f) ADJ UNCH    1 2
 DA0614
 DA0614.Superseded values are not recommended for survey control.
 DA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0614.See file dsdata.txt to determine how the superseded data were derived.
 DA0614
 DA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB486483(NAD 83)
 DA0614_MARKER: P = PIPE CAP
 DA0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0614
 DA0614  HISTORY     - Date     Condition        Report By
 DA0614  HISTORY     - UNK      MONUMENTED       USGS
 DA0614  HISTORY     - 1967     GOOD             NGS
 DA0614  HISTORY     - 1980     GOOD             NGS
 DA0614  HISTORY     - 1980     GOOD             NGS
 DA0614
 DA0614                          STATION DESCRIPTION
 DA0614
 DA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0614'5.7 MI E FROM GILA BEND.
 DA0614'5.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0614'GILA BEND, IN S 25, T 5 S, R 4 W, 3 TELEPHONE POLES EAST OF A RAILROAD
 DA0614'TRESTLE, 5 1/2 RAILS WEST OF A METAL TELEPHONE BOOTH, 43 FEET SOUTH OF
 DA0614'THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET SOUTH OF A TELEPHONE POLE,
 DA0614'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 DA0614'LEVEL OF THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A
 DA0614'3-INCH IRON PIPE PROJECTING 8 INCHES.
 DA0614
 DA0614                          STATION RECOVERY (1980)
 DA0614
 DA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0614'RECOVERED IN GOOD CONDITION.
 DA0614
 DA0614                          STATION RECOVERY (1980)
 DA0614
 DA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1031 ***********************************************************************
 ET1031  DESIGNATION -  93 164 05
 ET1031  PID         -  ET1031
 ET1031  STATE/COUNTY-  AZ/YAVAPAI
 ET1031  USGS QUAD   -  MALPAIS MESA SW (1967)
 ET1031
 ET1031                         *CURRENT SURVEY CONTROL
 ET1031  ___________________________________________________________________
 ET1031* NAD 83(1992)-  34 20 04.76796(N)    113 08 45.83096(W)     ADJUSTED  
 ET1031* NAVD 88     -       687.6    (meters)    2256.     (feet)  VERTCON   
 ET1031  ___________________________________________________________________
 ET1031  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 ET1031  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET1031
 ET1031  HORZ ORDER  -  SECOND
 ET1031
 ET1031.The horizontal coordinates were established by classical geodetic methods
 ET1031.and adjusted by the National Geodetic Survey in August 1993..
 ET1031
 ET1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1031
 ET1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1031
 ET1031.The geoid height was determined by GEOID03.
 ET1031
 ET1031;                    North         East     Units Scale Factor Converg.
 ET1031;SPC AZ C     -   370,456.772   100,237.844   MT  1.00005769   -0 41 36.5
 ET1031;SPC AZ C     - 1,215,409.36    328,864.32   iFT  1.00005769   -0 41 36.5
 ET1031;UTM  12      - 3,801,349.125   302,579.271   MT  1.00008044   -1 12 39.0
 ET1031
 ET1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1031!SPC AZ C     -   0.99989665  x   1.00005769  =   0.99995433
 ET1031!UTM  12      -   0.99989665  x   1.00008044  =   0.99997708
 ET1031
 ET1031|---------------------------------------------------------------------|
 ET1031| PID    Reference Object                     Distance      Geod. Az  |
 ET1031|                                                           dddmmss.s |
 ET1031| CH2159 93 164 05 RM 1                        7.932 METERS 13635     |
 ET1031| ET1033 BRIDLE                              APPROX.11.2 KM 3193448.6 |
 ET1031| CH2160 93 164 05 RM 2                        8.131 METERS 32444     |
 ET1031|---------------------------------------------------------------------|
 ET1031
 ET1031                          SUPERSEDED SURVEY CONTROL
 ET1031
 ET1031  NAD 83(1986)-  34 20 04.76744(N)    113 08 45.83615(W) AD(       ) 2
 ET1031  NAD 27      -  34 20 04.69035(N)    113 08 43.13996(W) AD(       ) 2
 ET1031  NGVD 29 (07/19/86)  686.9    (m)         2254.     (f) VERT ANG       
 ET1031
 ET1031.Superseded values are not recommended for survey control.
 ET1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1031.See file dsdata.txt to determine how the superseded data were derived.
 ET1031
 ET1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0257901349(NAD 83)
 ET1031_MARKER: DD = SURVEY DISK
 ET1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1031+STABILITY: SURFACE MOTION
 ET1031
 ET1031  HISTORY     - Date     Condition        Report By
 ET1031  HISTORY     - 1974     MONUMENTED       AZDT
 ET1031  HISTORY     - 19980702 GOOD             USPSQD
 ET1031
 ET1031                          STATION DESCRIPTION
 ET1031
 ET1031'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET1031'THE STATION IS LOCATED 34 MILES NORTHWEST OF WICKENBURG, 3 MILES SOUTH
 ET1031'OF THE SANTA MARIE RIVER AND ALONG THE EAST SIDE OF US HIGHWAY 93.
 ET1031'
 ET1031'THE STATION MARK IS AN ADOT DISK STAMPED, 93 164 05 1974.  IT IS SET
 ET1031'IN TOP OF A CONCRETE MONUMENT 4.4 FEET EAST OF THE WITNESS POST AND 4
 ET1031'FEET WEST OF THE EAST RIGHT OF WAY FENCELINE.
 ET1031'
 ET1031'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 93 164 05 RM 1 1974.  IT IS
 ET1031'SET IN TOP OF A CONCRETE MONUMENT.
 ET1031'
 ET1031'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 164 05 RM 2 1974.  IT IS
 ET1031'SET IN TOP OF A CONCRETE MONUMENT.
 ET1031'
 ET1031'TO REACH THE STATION FROM THE CROSSING OF ARIZONA HIGHWAY 71 AND THE
 ET1031'RAILROAD IN CONGRESS, TRAVEL SOUTHWEST ALONG SR 71 FOR 7 MILES TO US
 ET1031'HIGHWAY 93.  TURN RIGHT NORTH FOR 16 MILES TO MILEPOST 164.05 AND THE
 ET1031'STATION ON THE LEFT.
 ET1031
 ET1031                          STATION RECOVERY (1998)
 ET1031
 ET1031'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1037 ***********************************************************************
 ET1037  DESIGNATION -  93 175 85
 ET1037  PID         -  ET1037
 ET1037  STATE/COUNTY-  AZ/YAVAPAI
 ET1037  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1037
 ET1037                         *CURRENT SURVEY CONTROL
 ET1037  ___________________________________________________________________
 ET1037* NAD 83(1992)-  34 11 09.13156(N)    113 02 47.23771(W)     ADJUSTED  
 ET1037* NAVD 88     -       891.5    (meters)    2925.     (feet)  VERTCON   
 ET1037  ___________________________________________________________________
 ET1037  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 ET1037  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ET1037
 ET1037  HORZ ORDER  -  SECOND
 ET1037
 ET1037.The horizontal coordinates were established by classical geodetic methods
 ET1037.and adjusted by the National Geodetic Survey in August 1993..
 ET1037
 ET1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1037
 ET1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1037
 ET1037.The geoid height was determined by GEOID03.
 ET1037
 ET1037;                    North         East     Units Scale Factor Converg.
 ET1037;SPC AZ C     -   353,846.179   109,220.544   MT  1.00003364   -0 38 05.5
 ET1037;SPC AZ C     - 1,160,912.66    358,335.12   iFT  1.00003364   -0 38 05.5
 ET1037;UTM  12      - 3,784,658.027   311,412.038   MT  1.00003842   -1 09 00.7
 ET1037
 ET1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1037!SPC AZ C     -   0.99986466  x   1.00003364  =   0.99989829
 ET1037!UTM  12      -   0.99986466  x   1.00003842  =   0.99990307
 ET1037
 ET1037:                Primary Azimuth Mark                     Grid Az
 ET1037:SPC AZ C     -  LAVA                                     112 06 26.9
 ET1037:UTM  12      -  LAVA                                     112 37 22.1
 ET1037
 ET1037|---------------------------------------------------------------------|
 ET1037| PID    Reference Object                     Distance      Geod. Az  |
 ET1037|                                                           dddmmss.s |
 ET1037| ET1035 LAVA                                APPROX. 3.3 KM 1112821.4 |
 ET1037| CH2161 93 175 85 RM 1                       14.788 METERS 13506     |
 ET1037| CH2162 93 175 85 RM 2                       10.571 METERS 29219     |
 ET1037|---------------------------------------------------------------------|
 ET1037
 ET1037                          SUPERSEDED SURVEY CONTROL
 ET1037
 ET1037  NAD 83(1986)-  34 11 09.13088(N)    113 02 47.24162(W) AD(       ) 2
 ET1037  NAD 27      -  34 11 09.04419(N)    113 02 44.55667(W) AD(       ) 2
 ET1037  NGVD 29 (07/19/86)  890.8    (m)         2923.     (f) VERT ANG       
 ET1037
 ET1037.Superseded values are not recommended for survey control.
 ET1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1037.See file dsdata.txt to determine how the superseded data were derived.
 ET1037
 ET1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1141284658(NAD 83)
 ET1037_MARKER: DD = SURVEY DISK
 ET1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1037+STABILITY: SURFACE MOTION
 ET1037
 ET1037  HISTORY     - Date     Condition        Report By
 ET1037  HISTORY     - 1974     MONUMENTED       AZDT
 ET1037  HISTORY     - 19980702 GOOD             USPSQD
 ET1037
 ET1037                          STATION DESCRIPTION
 ET1037
 ET1037'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET1037'THE STATION IS LOCATED 12 MILES WESTNORTHWEST OF CONGRESS AND ALONG
 ET1037'THE WEST SIDE OF US HIGHWAY 93.
 ET1037'
 ET1037'THE STATION MARK IS AN ADOT DISK STAMPED 93 175 85 1974.  IT IS SET IN
 ET1037'TOP OF A CONCRETE MONUMENT.  IT IS 4 FEET ENE OF THE WITNESS POST AND
 ET1037'10 FEET EAST OF THE WEST RIGHT OF WAY FENCE LINE.
 ET1037'
 ET1037'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 93 175 8 RM 1 1974.  IT IS
 ET1037'SET IN TOP OF A CONCRETE MONUMENT.
 ET1037'
 ET1037'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 175 8 RM 2 1974.  IT IS
 ET1037'SET IN TOP OF A CONCRETE MONUMENT.
 ET1037'
 ET1037'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89 AND ARIZONA
 ET1037'HIGHWAY 71 IN CONGRESS TRAVEL SOUTHWEST ALONG SR 71 FOR 7 MILES TO ITS
 ET1037'JUNCTION WITH US HIGHWAY 93.  TURN RIGHT ALONG US 93 FOR 7.2 MILES TO
 ET1037'THE STATION ON THE LEFT.
 ET1037
 ET1037                          STATION RECOVERY (1998)
 ET1037
 ET1037'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0976 ***********************************************************************
 ET0976  DESIGNATION -  93 180 65
 ET0976  PID         -  ET0976
 ET0976  STATE/COUNTY-  AZ/YAVAPAI
 ET0976  USGS QUAD   -  O'NEILL PASS (1969)
 ET0976
 ET0976                         *CURRENT SURVEY CONTROL
 ET0976  ___________________________________________________________________
 ET0976* NAD 83(1992)-  34 08 39.02160(N)    112 58 51.32150(W)     ADJUSTED  
 ET0976* NAVD 88     -       862.2    (meters)    2829.     (feet)  VERTCON   
 ET0976  ___________________________________________________________________
 ET0976  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 ET0976  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ET0976
 ET0976  HORZ ORDER  -  SECOND
 ET0976
 ET0976.The horizontal coordinates were established by classical geodetic methods
 ET0976.and adjusted by the National Geodetic Survey in June 1998..
 ET0976
 ET0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0976
 ET0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0976
 ET0976.The geoid height was determined by GEOID03.
 ET0976
 ET0976;                    North         East     Units Scale Factor Converg.
 ET0976;SPC AZ C     -   349,156.070   115,213.068   MT  1.00001871   -0 35 50.6
 ET0976;SPC AZ C     - 1,145,525.16    377,995.63   iFT  1.00001871   -0 35 50.6
 ET0976;UTM  12      - 3,779,914.246   317,362.152   MT  1.00001120   -1 06 43.8
 ET0976
 ET0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0976!SPC AZ C     -   0.99986925  x   1.00001871  =   0.99988796
 ET0976!UTM  12      -   0.99986925  x   1.00001120  =   0.99988045
 ET0976
 ET0976:                Primary Azimuth Mark                     Grid Az
 ET0976:SPC AZ C     -  PASS                                     130 08 46.7
 ET0976:UTM  12      -  PASS                                     130 39 39.9
 ET0976
 ET0976|---------------------------------------------------------------------|
 ET0976| PID    Reference Object                     Distance      Geod. Az  |
 ET0976|                                                           dddmmss.s |
 ET0976| ET0974 PASS                                APPROX. 3.6 KM 1293256.1 |
 ET0976| CH2164 93 180 65 RM 2                        8.077 METERS 13203     |
 ET0976| CH2163 ROUTE 93 STA 590+32.63               33.982 METERS 19609     |
 ET0976|---------------------------------------------------------------------|
 ET0976
 ET0976                          SUPERSEDED SURVEY CONTROL
 ET0976
 ET0976  NAD 83(1992)-  34 08 39.02160(N)    112 58 51.32150(W) AD(       ) 2
 ET0976  NAD 83(1986)-  34 08 39.02083(N)    112 58 51.32505(W) AD(       ) 2
 ET0976  NAD 27      -  34 08 38.92954(N)    112 58 48.64934(W) AD(       ) 2
 ET0976  NGVD 29 (07/19/86)  861.5    (m)         2826.     (f) VERT ANG       
 ET0976
 ET0976.Superseded values are not recommended for survey control.
 ET0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0976.See file dsdata.txt to determine how the superseded data were derived.
 ET0976
 ET0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1736279914(NAD 83)
 ET0976_MARKER: DD = SURVEY DISK
 ET0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0976+STABILITY: SURFACE MOTION
 ET0976
 ET0976  HISTORY     - Date     Condition        Report By
 ET0976  HISTORY     - 1974     MONUMENTED       AZDT
 ET0976
 ET0976                          STATION DESCRIPTION
 ET0976
 ET0976'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0976'THE STATION IS LOCATED 19 MILES NORTHWEST OF WICKENBURG, 8 MILES SOUTH
 ET0976'WEST OF CONGRESS ALONG ARIZONA HIGHWAY 93.
 ET0976'
 ET0976'THE STATION MARK IS AN ADOT DISK STAMPED, 93 180 65 1974.  IT IS SET
 ET0976'IN TOP OF A CONCRETE MONUMENT 2 FEET EAST OF THE WEST RIGHT OF WAY
 ET0976'FENCELINE AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ET0976'
 ET0976'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, SEC LINE 200 R/W 260.84 590+
 ET0976'32.63 1956 IS SET IN TOP OF A CONCRETE MONUMENT.
 ET0976'
 ET0976'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 180 65 RM 2 1974.  IT IS
 ET0976'SET IN TOP OF A CONCRETE MONUMENT.
 ET0976'
 ET0976'TO REACH THE STATION FROM CONGRESS TRAVEL SOUTHWEST ALONG ARIZONA
 ET0976'HIGHWAY 71 FOR 7 MILES TO JUNCTION WITH US 93.  TRAVEL NORTH ALONG US
 ET0976'93 FOR 2.35 MILES TO STATON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0971 ***********************************************************************
 ET0971  DESIGNATION -  93 190 05
 ET0971  PID         -  ET0971
 ET0971  STATE/COUNTY-  AZ/YAVAPAI
 ET0971  USGS QUAD   -  FLORES (1969)
 ET0971
 ET0971                         *CURRENT SURVEY CONTROL
 ET0971  ___________________________________________________________________
 ET0971* NAD 83(1992)-  34 03 23.11010(N)    112 51 20.06485(W)     ADJUSTED  
 ET0971* NAVD 88     -       796.4    (meters)    2613.     (feet)  VERTCON   
 ET0971  ___________________________________________________________________
 ET0971  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 ET0971  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ET0971
 ET0971  HORZ ORDER  -  SECOND
 ET0971
 ET0971.The horizontal coordinates were established by classical geodetic methods
 ET0971.and adjusted by the National Geodetic Survey in August 1993..
 ET0971
 ET0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0971
 ET0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0971
 ET0971.The geoid height was determined by GEOID03.
 ET0971
 ET0971;                    North         East     Units Scale Factor Converg.
 ET0971;SPC AZ C     -   339,309.165   126,683.886   MT  0.99999258   -0 31 33.0
 ET0971;SPC AZ C     - 1,113,219.05    415,629.55   iFT  0.99999258   -0 31 33.0
 ET0971;UTM  12      - 3,769,964.993   328,743.925   MT  0.99996155   -1 02 21.8
 ET0971
 ET0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0971!SPC AZ C     -   0.99987960  x   0.99999258  =   0.99987218
 ET0971!UTM  12      -   0.99987960  x   0.99996155  =   0.99984115
 ET0971
 ET0971|---------------------------------------------------------------------|
 ET0971| PID    Reference Object                     Distance      Geod. Az  |
 ET0971|                                                           dddmmss.s |
 ET0971| CH2165 93 190 05 RM 1                        9.999 METERS 13453     |
 ET0971| CH2166 93 190 05 RM 2                       11.317 METERS 30514     |
 ET0971| ET0972 SAG                                 APPROX. 7.3 KM 3592544.7 |
 ET0971|---------------------------------------------------------------------|
 ET0971
 ET0971                          SUPERSEDED SURVEY CONTROL
 ET0971
 ET0971  NAD 83(1986)-  34 03 23.10880(N)    112 51 20.06743(W) AD(       ) 2
 ET0971  NAD 27      -  34 03 23.01290(N)    112 51 17.41489(W) AD(       ) 2
 ET0971  NGVD 29 (07/19/86)  795.7    (m)         2611.     (f) VERT ANG       
 ET0971
 ET0971.Superseded values are not recommended for survey control.
 ET0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0971.See file dsdata.txt to determine how the superseded data were derived.
 ET0971
 ET0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2874469965(NAD 83)
 ET0971_MARKER: DD = SURVEY DISK
 ET0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0971+STABILITY: SURFACE MOTION
 ET0971
 ET0971  HISTORY     - Date     Condition        Report By
 ET0971  HISTORY     - 1974     MONUMENTED       AZDT
 ET0971  HISTORY     - 19980702 GOOD             USPSQD
 ET0971
 ET0971                          STATION DESCRIPTION
 ET0971
 ET0971'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0971'THE STATION IS LOCATED 9 MILES NORTHWEST OF WICKENBURG AND 8 MILES
 ET0971'SOUTH OF CONGRESS.  IT IS ALONG THE WEST RIGHT OF WAY FENCELINE OF US
 ET0971'HIGHWAY 93.  4 FEET EAST OF THE FENCE.
 ET0971'
 ET0971'THE STATION MARK IS AN ARIZONA HIGHWAY DIVISION DISK STAMPED.
 ET0971'93 190 05 1974.  IT IS SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECT
 ET0971'ABOUT 5 INCHES.  5 FEET WEST OF WITNESS POST AND SIGN.
 ET0971'
 ET0971'REFERENCE MARK 1 IS AN AHD DISK STAMPED. 93 190 05 1974.  IT IS SET IN
 ET0971'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 ET0971'
 ET0971'REFERENCE MARK 2 IS AN AHD DISK STAMPED, 93 190 05 1974.  IT IS SET IN
 ET0971'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 ET0971'
 ET0971'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 93 AND 60 IN
 ET0971'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 9.8 MILES TO THE STATION ON
 ET0971'THE LEFT.
 ET0971
 ET0971                          STATION RECOVERY (1998)
 ET0971
 ET0971'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0970 ***********************************************************************
 ET0970  DESIGNATION -  93 193 35
 ET0970  PID         -  ET0970
 ET0970  STATE/COUNTY-  AZ/YAVAPAI
 ET0970  USGS QUAD   -  FLORES (1969)
 ET0970
 ET0970                         *CURRENT SURVEY CONTROL
 ET0970  ___________________________________________________________________
 ET0970* NAD 83(1992)-  34 01 33.96329(N)    112 48 34.64412(W)     ADJUSTED  
 ET0970* NAVD 88     -       759.1    (meters)    2490.     (feet)  VERTCON   
 ET0970  ___________________________________________________________________
 ET0970  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 ET0970  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 ET0970
 ET0970  HORZ ORDER  -  SECOND
 ET0970
 ET0970.The horizontal coordinates were established by classical geodetic methods
 ET0970.and adjusted by the National Geodetic Survey in August 1993..
 ET0970
 ET0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0970
 ET0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0970
 ET0970.The geoid height was determined by GEOID03.
 ET0970
 ET0970;                    North         East     Units Scale Factor Converg.
 ET0970;SPC AZ C     -   335,908.338   130,896.615   MT  0.99998380   -0 29 58.9
 ET0970;SPC AZ C     - 1,102,061.48    429,450.84   iFT  0.99998380   -0 29 58.9
 ET0970;UTM  12      - 3,766,526.680   332,925.867   MT  0.99994411   -1 00 46.2
 ET0970
 ET0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0970!SPC AZ C     -   0.99988546  x   0.99998380  =   0.99986926
 ET0970!UTM  12      -   0.99988546  x   0.99994411  =   0.99982958
 ET0970
 ET0970:                Primary Azimuth Mark                     Grid Az
 ET0970:SPC AZ C     -  93 255 35                                126 00 03.6
 ET0970:UTM  12      -  93 255 35                                126 30 50.9
 ET0970
 ET0970|---------------------------------------------------------------------|
 ET0970| PID    Reference Object                     Distance      Geod. Az  |
 ET0970|                                                           dddmmss.s |
 ET0970| ET0969 93 255 35                           APPROX. 4.3 KM 1253004.7 |
 ET0970| CH2167 93 193 35 RM 1                        6.773 METERS 13929     |
 ET0970| CH2168 93 193 35 RM 2                       11.043 METERS 31928     |
 ET0970|---------------------------------------------------------------------|
 ET0970
 ET0970                          SUPERSEDED SURVEY CONTROL
 ET0970
 ET0970  NAD 83(1986)-  34 01 33.96209(N)    112 48 34.64645(W) AD(       ) 2
 ET0970  NAD 27      -  34 01 33.86177(N)    112 48 32.00214(W) AD(       ) 2
 ET0970  NGVD 29 (07/19/86)  758.4    (m)         2488.     (f) VERT ANG       
 ET0970
 ET0970.Superseded values are not recommended for survey control.
 ET0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0970.See file dsdata.txt to determine how the superseded data were derived.
 ET0970
 ET0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3292666527(NAD 83)
 ET0970_MARKER: DD = SURVEY DISK
 ET0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0970+STABILITY: SURFACE MOTION
 ET0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0970+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0970
 ET0970  HISTORY     - Date     Condition        Report By
 ET0970  HISTORY     - 1974     MONUMENTED       AZDT
 ET0970  HISTORY     - 19980702 GOOD             USPSQD
 ET0970  HISTORY     - 20050814 GOOD             USPSQD
 ET0970
 ET0970                          STATION DESCRIPTION
 ET0970
 ET0970'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0970'THE STATION IS LOCATED 10 MILES SOUTH OF CONGRESS, 6 MILES NORTHWEST
 ET0970'OF WICKENBURG.  IT IS ON TOP OF THE SMALL HILL LOCATED IN THE ISLAND
 ET0970'AT THE INTERSECTION OF US HIGHWAY 93 AND US HIGHWAY 89.
 ET0970'
 ET0970'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 193 35
 ET0970'1974.  IT IS SET IN TOP OF A CONCRETE MONUMENT 2 1/2 FEET EAST OF THE
 ET0970'WITNESS POST.
 ET0970'
 ET0970'REFERENCE MARK 1 IS AN ADOT DISK SET IN TOP OF A CONCRETE MONUMENT
 ET0970'WHICH PROJECTS ABOUT 5 INCHES.  STAMPED, 93 193 35 1974.
 ET0970'
 ET0970'REFERENCE MARK 2 IS AN ADOT DISK SET IN TOP OF A CONCRETE MONUMENT
 ET0970'WHICH PROJECTS ABOUT 5 INCHES.  STAMPED, 93 193 35 1974.
 ET0970'
 ET0970'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 60 AND 93 IN
 ET0970'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 6.3 MILES TO INTERSECTION WITH
 ET0970'US 89 AND THE STATION ON THE RIGHT.
 ET0970
 ET0970                          STATION RECOVERY (1998)
 ET0970
 ET0970'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0970'RECOVERED IN GOOD CONDITION.
 ET0970
 ET0970                          STATION RECOVERY (2005)
 ET0970
 ET0970'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0969 ***********************************************************************
 ET0969  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0969  DESIGNATION -  93 255 35
 ET0969  PID         -  ET0969
 ET0969  STATE/COUNTY-  AZ/YAVAPAI
 ET0969  USGS QUAD   -  FLORES (1969)
 ET0969
 ET0969                         *CURRENT SURVEY CONTROL
 ET0969  ___________________________________________________________________
 ET0969* NAD 83(1992)-  34 00 12.02372(N)    112 46 16.75578(W)     ADJUSTED  
 ET0969* NAVD 88     -       704.73   (meters)    2312.1    (feet)  GPS OBS   
 ET0969  ___________________________________________________________________
 ET0969  X           -  -2,048,913.849 (meters)                     COMP
 ET0969  Y           -  -4,881,011.034 (meters)                     COMP
 ET0969  Z           -   3,547,131.310 (meters)                     COMP
 ET0969  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 ET0969  ELLIP HEIGHT-         675.23  (meters)          (09/30/99) GPS OBS
 ET0969  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0969
 ET0969  HORZ ORDER  -  A
 ET0969  ELLP ORDER  -  THIRD     CLASS I
 ET0969
 ET0969.The horizontal coordinates were established by GPS observations
 ET0969.and adjusted by the National Geodetic Survey in September 1999..
 ET0969
 ET0969.The orthometric height was determined by GPS observations and a
 ET0969.high-resolution geoid model using precise GPS observation and
 ET0969.processing techniques.
 ET0969
 ET0969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0969
 ET0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0969
 ET0969.The ellipsoidal height was determined by GPS observations
 ET0969.and is referenced to NAD 83.
 ET0969
 ET0969.The geoid height was determined by GEOID03.
 ET0969
 ET0969;                    North         East     Units Scale Factor Converg.
 ET0969;SPC AZ C     -   333,353.586   134,412.818   MT  0.99997681   -0 28 40.7
 ET0969;SPC AZ C     - 1,093,679.74    440,986.94   iFT  0.99997681   -0 28 40.7
 ET0969;UTM  12      - 3,763,940.661   336,418.904   MT  0.99992987   -0 59 26.9
 ET0969
 ET0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0969!SPC AZ C     -   0.99989401  x   0.99997681  =   0.99987082
 ET0969!UTM  12      -   0.99989401  x   0.99992987  =   0.99982389
 ET0969
 ET0969|---------------------------------------------------------------------|
 ET0969| PID    Reference Object                     Distance      Geod. Az  |
 ET0969|                                                           dddmmss.s |
 ET0969| CH2169 93 255 35 RM 1                       12.753 METERS 11840     |
 ET0969| ET0968 PACK                                APPROX. 6.0 KM 2723818.2 |
 ET0969| CH2170 93 255 35 RM 2                       17.087 METERS 27851     |
 ET0969|---------------------------------------------------------------------|
 ET0969
 ET0969                          SUPERSEDED SURVEY CONTROL
 ET0969
 ET0969  NAD 83(1992)-  34 00 12.02332(N)    112 46 16.75819(W) AD(       ) 2
 ET0969  NAD 83(1986)-  34 00 12.02188(N)    112 46 16.76032(W) AD(       ) 2
 ET0969  NAD 27      -  34 00 11.91756(N)    112 46 14.12124(W) AD(       ) 2
 ET0969  NGVD 29 (07/19/86)  703.3    (m)         2307.     (f) VERT ANG       
 ET0969
 ET0969.Superseded values are not recommended for survey control.
 ET0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0969.See file dsdata.txt to determine how the superseded data were derived.
 ET0969
 ET0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3641963941(NAD 83)
 ET0969_MARKER: DD = SURVEY DISK
 ET0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0969_STAMPING: 93-255-35 1974
 ET0969_MARK LOGO: AZDT  
 ET0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0969+STABILITY: SURFACE MOTION
 ET0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0969+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 ET0969
 ET0969  HISTORY     - Date     Condition        Report By
 ET0969  HISTORY     - 1974     MONUMENTED       AZDT
 ET0969  HISTORY     - 19990112 GOOD             AZ-025
 ET0969  HISTORY     - 20000327 GOOD             MCDOT
 ET0969  HISTORY     - 20040623 GOOD             EVANS
 ET0969
 ET0969                          STATION DESCRIPTION
 ET0969
 ET0969'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0969'THE STATION IS LOCATED 12 MILES SOUTH OF CONGRESS AND 3 MILES
 ET0969'NORTHWEST OF WICKENBURG.  IT IS ALONG THE EAST RIGHT OF WAY FENCELINE
 ET0969'OF US HIGHWAY 93 AT THE VULTURE MINE INTERSECTION.
 ET0969'
 ET0969'THE STATION MARK IS AN ADOT DISK, STAMPED 93 255 35 1974.  IT IS SET
 ET0969'IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  4 FEET EAST OF
 ET0969'WITNESS POST AND 4 FEET WEST OF THE EAST FENCELINE.
 ET0969'
 ET0969'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 255 35
 ET0969'RM 1 1974.  IT IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 ET0969'INCHES
 ET0969'
 ET0969'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 255 35
 ET0969'IT IS SET IN A DRILL HOLE IN A BOULDER.
 ET0969'
 ET0969'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 ET0969'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 3.6 MILES TO THE STATION ON
 ET0969'THE RIGHT.  IT IS 95 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE
 ET0969'VULTURE MINE ROAD AT THE CENTERLINE OF THE CATTLE GUARD.
 ET0969
 ET0969                          STATION RECOVERY (1999)
 ET0969
 ET0969'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0969'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF CONGRESS, 3 MI
 ET0969'(4.8 KM) NORTHWEST OF WICKENBURG, ALONG THE NORTH RIGHT-OF-WAY FENCE
 ET0969'LINE OF U.S. HIGHWAY 93, AT THE INTERSECTION OF VULTURE MINE ROAD.
 ET0969'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 ET0969'FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 60 IN WICKENBURG, GO
 ET0969'NORTHWEST FOR 3.6 MI (5.8 KM) ON HIGHWAY 93 TO VULTURE MINE ROAD AND
 ET0969'THE STATION ON RIGHT.  THE STATION PROJECTS 10 CM ABOVE GROUND.
 ET0969'LOCATED 90 FEET (27.4 M) NORTH AND 55 FT (16.8 M) EAST FROM THE
 ET0969'INTERSECTION, 11 FT (3.4 M) NORTHWEST FROM A METAL UTILITY BOX, 4 FT
 ET0969'(1.2 M) NORTHEAST FROM A WITNESS POST AND 4 FT (1.2 M) SOUTHWEST FROM
 ET0969'THE NORTH RIGHT-OF-WAY FENCE LINE.
 ET0969
 ET0969                          STATION RECOVERY (2000)
 ET0969
 ET0969'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 ET0969'RECOVERED AS DESCRIBED.
 ET0969
 ET0969                          STATION RECOVERY (2004)
 ET0969
 ET0969'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 ET0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0664 ***********************************************************************
 ER0664  DESIGNATION -  93 BKC
 ER0664  PID         -  ER0664
 ER0664  STATE/COUNTY-  AZ/APACHE
 ER0664  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0664
 ER0664                         *CURRENT SURVEY CONTROL
 ER0664  ___________________________________________________________________
 ER0664* NAD 83(1986)-  34 17 08.     (N)    109 49 20.     (W)     SCALED    
 ER0664* NAVD 88     -      2035.139  (meters)    6676.95   (feet)  ADJUSTED  
 ER0664  ___________________________________________________________________
 ER0664  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0664  DYNAMIC HT  -        2032.096 (meters)    6666.97  (feet)  COMP
 ER0664  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 ER0664
 ER0664  VERT ORDER  -  SECOND    CLASS 0
 ER0664
 ER0664.The horizontal coordinates were scaled from a topographic map and have
 ER0664.an estimated accuracy of +/- 6 seconds.
 ER0664
 ER0664.The orthometric height was determined by differential leveling
 ER0664.and adjusted by the National Geodetic Survey in June 1991..
 ER0664
 ER0664.The geoid height was determined by GEOID03.
 ER0664
 ER0664.The dynamic height is computed by dividing the NAVD 88
 ER0664.geopotential number by the normal gravity value computed on the
 ER0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0664.degrees latitude (g = 980.6199 gals.).
 ER0664
 ER0664.The modeled gravity was interpolated from observed gravity values.
 ER0664
 ER0664;                    North         East    Units  Estimated Accuracy
 ER0664;SPC AZ E     -   364,380.      245,070.      MT  (+/- 180 meters Scaled)
 ER0664
 ER0664                          SUPERSEDED SURVEY CONTROL
 ER0664
 ER0664  NGVD 29 (??/??/92) 2034.26   (m)         6674.1    (f) COMPUTED    2 0
 ER0664
 ER0664.Superseded values are not recommended for survey control.
 ER0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0664.See file dsdata.txt to determine how the superseded data were derived.
 ER0664
 ER0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC084944(NAD 83)
 ER0664_MARKER: DB = BENCH MARK DISK
 ER0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0664_SP_SET: COPPER-CLAD STEEL ROD
 ER0664_STAMPING: 93 BKC 1968 6674
 ER0664_MARK LOGO: USGS  
 ER0664_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0664+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0664
 ER0664  HISTORY     - Date     Condition        Report By
 ER0664  HISTORY     - 1968     MONUMENTED       USGS
 ER0664
 ER0664                          STATION DESCRIPTION
 ER0664
 ER0664'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0664'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 8.6 MILES
 ER0664'WEST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 66 FEET EAST
 ER0664'OF A DIRT ROAD, 5 FEET EAST OF A WITNESS POST, SET ON A COPPER-COATED
 ER0664'ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0440 ***********************************************************************
 GP0440  DESIGNATION -  93 DOR
 GP0440  PID         -  GP0440
 GP0440  STATE/COUNTY-  AZ/COCONINO
 GP0440  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0440
 GP0440                         *CURRENT SURVEY CONTROL
 GP0440  ___________________________________________________________________
 GP0440* NAD 83(1986)-  36 23 33.     (N)    110 52 39.     (W)     SCALED    
 GP0440* NAVD 88     -      1724.090  (meters)    5656.45   (feet)  ADJUSTED  
 GP0440  ___________________________________________________________________
 GP0440  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 GP0440  DYNAMIC HT  -        1721.936 (meters)    5649.39  (feet)  COMP
 GP0440  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 GP0440
 GP0440  VERT ORDER  -  FIRST     CLASS II
 GP0440
 GP0440.The horizontal coordinates were scaled from a topographic map and have
 GP0440.an estimated accuracy of +/- 6 seconds.
 GP0440
 GP0440.The orthometric height was determined by differential leveling
 GP0440.and adjusted by the National Geodetic Survey in June 1991..
 GP0440
 GP0440.The geoid height was determined by GEOID03.
 GP0440
 GP0440.The dynamic height is computed by dividing the NAVD 88
 GP0440.geopotential number by the normal gravity value computed on the
 GP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0440.degrees latitude (g = 980.6199 gals.).
 GP0440
 GP0440.The modeled gravity was interpolated from observed gravity values.
 GP0440
 GP0440;                    North         East    Units  Estimated Accuracy
 GP0440;SPC AZ C     -   598,560.      306,580.      MT  (+/- 180 meters Scaled)
 GP0440
 GP0440                          SUPERSEDED SURVEY CONTROL
 GP0440
 GP0440.No superseded survey control is available for this station.
 GP0440
 GP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF109274(NAD 83)
 GP0440_MARKER: DB = BENCH MARK DISK
 GP0440_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0440+WITH SETTING: PAVEMENT
 GP0440_SP_SET: BRIDGE CURB
 GP0440_STAMPING: 93 DOR 5653 1969
 GP0440_MARK LOGO: USGS  
 GP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0440+STABILITY: SURFACE MOTION
 GP0440
 GP0440  HISTORY     - Date     Condition        Report By
 GP0440  HISTORY     - 1969     MONUMENTED       USGS
 GP0440  HISTORY     - 1983     GOOD             NGS
 GP0440
 GP0440                          STATION DESCRIPTION
 GP0440
 GP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0440'45.6 KM (28.3 MI) NE FROM TUBA CITY.
 GP0440'45.6 KM (28.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0440'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE EAST END OF THE
 GP0440'NORTH CONCRETE CURB OF A BRIDGE OVER BEGASHIBITO WASH, 4.4 METERS
 GP0440'(14.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER
 GP0440'(1.6 FT) WEST OF THE EAST END OF THE CURB.
 GP0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0555 ***********************************************************************
 ER0555  DESIGNATION -  93 DOR
 ER0555  PID         -  ER0555
 ER0555  STATE/COUNTY-  AZ/APACHE
 ER0555  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0555
 ER0555                         *CURRENT SURVEY CONTROL
 ER0555  ___________________________________________________________________
 ER0555* NAD 83(1986)-  34 56 11.     (N)    109 30 17.     (W)     SCALED    
 ER0555* NAVD 88     -      1902.547  (meters)    6241.94   (feet)  ADJUSTED  
 ER0555  ___________________________________________________________________
 ER0555  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0555  DYNAMIC HT  -        1899.816 (meters)    6232.98  (feet)  COMP
 ER0555  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 ER0555
 ER0555  VERT ORDER  -  SECOND    CLASS II
 ER0555
 ER0555.The horizontal coordinates were scaled from a topographic map and have
 ER0555.an estimated accuracy of +/- 6 seconds.
 ER0555
 ER0555.The orthometric height was determined by differential leveling
 ER0555.and adjusted by the National Geodetic Survey in June 1991..
 ER0555
 ER0555.The geoid height was determined by GEOID03.
 ER0555
 ER0555.The dynamic height is computed by dividing the NAVD 88
 ER0555.geopotential number by the normal gravity value computed on the
 ER0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0555.degrees latitude (g = 980.6199 gals.).
 ER0555
 ER0555.The modeled gravity was interpolated from observed gravity values.
 ER0555
 ER0555;                    North         East    Units  Estimated Accuracy
 ER0555;SPC AZ E     -   436,720.      273,830.      MT  (+/- 180 meters Scaled)
 ER0555
 ER0555                          SUPERSEDED SURVEY CONTROL
 ER0555
 ER0555.No superseded survey control is available for this station.
 ER0555
 ER0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365670(NAD 83)
 ER0555_MARKER: DB = BENCH MARK DISK
 ER0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0555_SP_SET: CONCRETE POST
 ER0555_STAMPING: 93 DOR 1972 6239
 ER0555_MARK LOGO: USGS  
 ER0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0555+STABILITY: SURFACE MOTION
 ER0555
 ER0555  HISTORY     - Date     Condition        Report By
 ER0555  HISTORY     - 1972     MONUMENTED       USGS
 ER0555
 ER0555                          STATION DESCRIPTION
 ER0555
 ER0555'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0555'24.1 KM (15.00 MI) SOUTH FROM NAVAJO.
 ER0555'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0555'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0555'THENCE 1.1 MILES EAST ALONG THE FENCE TO A WINDMILL, THENCE 1.0 MILES
 ER0555'SOUTH ALONG A FENCE, 0.2 MILES NORTH OF A GATE, 19 FEET SOUTH OF A
 ER0555'SMALL JUNIPER TREE, AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0440 ***********************************************************************
 GQ0440  DESIGNATION -  93 DOR
 GQ0440  PID         -  GQ0440
 GQ0440  STATE/COUNTY-  AZ/MOHAVE
 GQ0440  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0440
 GQ0440                         *CURRENT SURVEY CONTROL
 GQ0440  ___________________________________________________________________
 GQ0440* NAD 83(1986)-  36 51 45.     (N)    113 33 39.     (W)     SCALED    
 GQ0440* NAVD 88     -      1264.253  (meters)    4147.80   (feet)  POSTED    
 GQ0440  ___________________________________________________________________
 GQ0440  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 GQ0440  DYNAMIC HT  -        1262.850 (meters)    4143.20  (feet)  COMP
 GQ0440  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 GQ0440
 GQ0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0440
 GQ0440.The horizontal coordinates were scaled from a topographic map and have
 GQ0440.an estimated accuracy of +/- 6 seconds.
 GQ0440
 GQ0440.The orthometric height was determined by differential leveling
 GQ0440.and adjusted by the National Geodetic Survey in 1992..
 GQ0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0440.rate of 0.0 thru 1.0 mm/km.
 GQ0440
 GQ0440.The geoid height was determined by GEOID03.
 GQ0440
 GQ0440.The dynamic height is computed by dividing the NAVD 88
 GQ0440.geopotential number by the normal gravity value computed on the
 GQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0440.degrees latitude (g = 980.6199 gals.).
 GQ0440
 GQ0440.The modeled gravity was interpolated from observed gravity values.
 GQ0440
 GQ0440;                    North         East    Units  Estimated Accuracy
 GQ0440;SPC AZ W     -   650,250.      230,230.      MT  (+/- 180 meters Scaled)
 GQ0440
 GQ0440                          SUPERSEDED SURVEY CONTROL
 GQ0440
 GQ0440.No superseded survey control is available for this station.
 GQ0440
 GQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717826(NAD 83)
 GQ0440_MARKER: DB = BENCH MARK DISK
 GQ0440_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0440_SP_SET: ROCK OUTCROP
 GQ0440_STAMPING: 93 DOR 1970 4145
 GQ0440_MARK LOGO: USGS  
 GQ0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0440+STABILITY: POSITION/ELEVATION WELL
 GQ0440
 GQ0440  HISTORY     - Date     Condition        Report By
 GQ0440  HISTORY     - 1970     MONUMENTED       USGS
 GQ0440
 GQ0440                          STATION DESCRIPTION
 GQ0440
 GQ0440'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0440'28.0 KM (17.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0440'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0440'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0440'ROAD TO THE ARIZONA STATE LINE, CONTINUE 10.7 MILES SOUTH ALONG MT.
 GQ0440'TRUMBULL ROAD, 75 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0440'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0440'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0440'THE MARK IS 12 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0482 ***********************************************************************
 DV0482  DESIGNATION -  93 Z
 DV0482  PID         -  DV0482
 DV0482  STATE/COUNTY-  AZ/MARICOPA
 DV0482  USGS QUAD   -  PERRYVILLE (1982)
 DV0482
 DV0482                         *CURRENT SURVEY CONTROL
 DV0482  ___________________________________________________________________
 DV0482* NAD 83(1986)-  33 25 16.     (N)    112 25 37.     (W)     SCALED    
 DV0482* NAVD 88     -       286.04   (+/-2cm)     938.4    (feet)  VERTCON   
 DV0482  ___________________________________________________________________
 DV0482  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0482
 DV0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0482
 DV0482.The horizontal coordinates were scaled from a topographic map and have
 DV0482.an estimated accuracy of +/- 6 seconds.
 DV0482
 DV0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0482.The vertical order pertains to the NGVD 29 superseded value.
 DV0482
 DV0482.The geoid height was determined by GEOID03.
 DV0482
 DV0482;                    North         East    Units  Estimated Accuracy
 DV0482;SPC AZ C     -   268,570.      165,910.      MT  (+/- 180 meters Scaled)
 DV0482
 DV0482                          SUPERSEDED SURVEY CONTROL
 DV0482
 DV0482  NGVD 29 (??/??/92)  285.407  (m)          936.37   (f) ADJ UNCH    2 0
 DV0482
 DV0482.Superseded values are not recommended for survey control.
 DV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0482.See file dsdata.txt to determine how the superseded data were derived.
 DV0482
 DV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB673988(NAD 83)
 DV0482_MARKER: DD = SURVEY DISK
 DV0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0482_STAMPING: 93 Z 1962
 DV0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0482+STABILITY: SURFACE MOTION
 DV0482
 DV0482  HISTORY     - Date     Condition        Report By
 DV0482  HISTORY     - 1962     MONUMENTED       AZHD
 DV0482  HISTORY     - 1962     GOOD             NGS
 DV0482  HISTORY     - 20060706 POOR             GEOCAC
 DV0482
 DV0482                          STATION DESCRIPTION
 DV0482
 DV0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0482'7.20 MI SW FROM AVONDALE.
 DV0482'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0482'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD RD, THENCE 4.15 MILES
 DV0482'SOUTHWEST ALONG U.S. HY. 80, THENCE 1.15 MILES ALONG COTTON LANE TO
 DV0482'THE JUNCTION OF LOWER BUCKEYE RD, AND THE MARK SET 1 INCH ABOVE THE
 DV0482'ELEVATION OF LOWER BUCKEYE AND COTTON LANE.  THE MARK IS A DISK SET IN
 DV0482'TOP OF A CONCRETE POST 2.9 FT. NORTH OF A WITNESS POST, 31 FT. SOUTH
 DV0482'OF THE CENTER OF LOWER BUCKEYE RD, 30 FT. WEST OF THE CENTER OF COTTON
 DV0482'LANE, AND 4 FT. SOUTH OF A POWER POLE.
 DV0482
 DV0482                          STATION RECOVERY (2006)
 DV0482
 DV0482'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0482'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0314 ***********************************************************************
 FS0314  DESIGNATION -  933+55
 FS0314  PID         -  FS0314
 FS0314  STATE/COUNTY-  AZ/MOHAVE
 FS0314  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0314
 FS0314                         *CURRENT SURVEY CONTROL
 FS0314  ___________________________________________________________________
 FS0314* NAD 83(1986)-  35 35 22.     (N)    114 23 37.     (W)     SCALED    
 FS0314* NAVD 88     -       837.480  (meters)    2747.63   (feet)  POSTED    
 FS0314  ___________________________________________________________________
 FS0314  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0314  DYNAMIC HT  -         836.540 (meters)    2744.55  (feet)  COMP
 FS0314  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 FS0314
 FS0314  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0314
 FS0314.The horizontal coordinates were scaled from a topographic map and have
 FS0314.an estimated accuracy of +/- 6 seconds.
 FS0314
 FS0314.The orthometric height was determined by differential leveling
 FS0314.and adjusted by the National Geodetic Survey in 1992..
 FS0314.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0314.rate of 1.1 thru 2.0 mm/km.
 FS0314
 FS0314.The geoid height was determined by GEOID03.
 FS0314
 FS0314.The dynamic height is computed by dividing the NAVD 88
 FS0314.geopotential number by the normal gravity value computed on the
 FS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0314.degrees latitude (g = 980.6199 gals.).
 FS0314
 FS0314.The modeled gravity was interpolated from observed gravity values.
 FS0314
 FS0314;                    North         East    Units  Estimated Accuracy
 FS0314;SPC AZ W     -   509,170.      155,030.      MT  (+/- 180 meters Scaled)
 FS0314
 FS0314                          SUPERSEDED SURVEY CONTROL
 FS0314
 FS0314  NGVD 29 (??/??/92)  836.727  (m)         2745.16   (f) ADJ UNCH    1 1
 FS0314
 FS0314.Superseded values are not recommended for survey control.
 FS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0314.See file dsdata.txt to determine how the superseded data were derived.
 FS0314
 FS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV361415(NAD 83)
 FS0314_MARKER: DD = SURVEY DISK
 FS0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0314_SP_SET: CULVERT
 FS0314_STAMPING: 933+55 2746.06 1935
 FS0314_MARK LOGO: AZHD  
 FS0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0314
 FS0314  HISTORY     - Date     Condition        Report By
 FS0314  HISTORY     - 1935     MONUMENTED       AZHD
 FS0314  HISTORY     - 1949     GOOD             NGS
 FS0314  HISTORY     - 1982     GOOD             NGS
 FS0314
 FS0314                          STATION DESCRIPTION
 FS0314
 FS0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0314'15.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0314'15.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0314'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY 6-FOOT
 FS0314'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0314'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0314'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0314
 FS0314                          STATION RECOVERY (1982)
 FS0314
 FS0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0314'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2375 ***********************************************************************
 CZ2375  DESIGNATION -  938+00
 CZ2375  PID         -  CZ2375
 CZ2375  STATE/COUNTY-  AZ/PIMA
 CZ2375  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2375
 CZ2375                         *CURRENT SURVEY CONTROL
 CZ2375  ___________________________________________________________________
 CZ2375* NAD 83(1992)-  32 14 54.44191(N)    111 13 13.21156(W)     ADJUSTED  
 CZ2375* NAVD 88     -       707.1    (meters)    2320.     (feet)  VERTCON   
 CZ2375  ___________________________________________________________________
 CZ2375  X           -  -1,954,552.457 (meters)                     COMP
 CZ2375  Y           -  -5,033,836.912 (meters)                     COMP
 CZ2375  Z           -   3,384,125.653 (meters)                     COMP
 CZ2375  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 CZ2375  ELLIP HEIGHT-         677.18  (meters)          (06/11/02) GPS OBS
 CZ2375  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ2375
 CZ2375  HORZ ORDER  -  FIRST
 CZ2375  ELLP ORDER  -  FOURTH    CLASS II
 CZ2375
 CZ2375.The horizontal coordinates were established by GPS observations
 CZ2375.and adjusted by the National Geodetic Survey in August 1993..
 CZ2375
 CZ2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2375
 CZ2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2375
 CZ2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2375
 CZ2375.The ellipsoidal height was determined by GPS observations
 CZ2375.and is referenced to NAD 83.
 CZ2375
 CZ2375.The geoid height was determined by GEOID03.
 CZ2375
 CZ2375;                    North         East     Units Scale Factor Converg.
 CZ2375;SPC AZ C     -   138,628.069   278,974.509   MT  0.99995307   +0 22 17.6
 CZ2375;SPC AZ C     -   454,816.50    915,270.70   iFT  0.99995307   +0 22 17.6
 CZ2375;UTM  12      - 3,567,997.012   479,244.331   MT  0.99960531   -0 07 03.3
 CZ2375
 CZ2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2375!SPC AZ C     -   0.99989368  x   0.99995307  =   0.99984676
 CZ2375!UTM  12      -   0.99989368  x   0.99960531  =   0.99949904
 CZ2375
 CZ2375                          SUPERSEDED SURVEY CONTROL
 CZ2375
 CZ2375  ELLIP H (08/23/93)  677.26   (m)                       GP(       ) 4 2
 CZ2375  NAD 83(1986)-  32 14 54.43704(N)    111 13 13.21084(W) AD(       ) 1
 CZ2375  NGVD 29 (05/25/90)  706.4    (m)         2318.     (f) GPS OBS        
 CZ2375
 CZ2375.Superseded values are not recommended for survey control.
 CZ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2375.See file dsdata.txt to determine how the superseded data were derived.
 CZ2375
 CZ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7924467997(NAD 83)
 CZ2375_MARKER: DB = BENCH MARK DISK
 CZ2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2375+STABILITY: SURFACE MOTION
 CZ2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2375+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2375
 CZ2375  HISTORY     - Date     Condition        Report By
 CZ2375  HISTORY     - 1987     MONUMENTED       BOR
 CZ2375  HISTORY     - 19970129 GOOD             USPSQD
 CZ2375
 CZ2375                          STATION DESCRIPTION
 CZ2375
 CZ2375'DESCRIBED BY US BUREAU OF RECLAMATION 1987 (UNK)
 CZ2375'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 CZ2375'WEST-NORTHWEST OF SOUTH TUCSON,
 CZ2375'17.7 KM (11 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND
 CZ2375'16.1 KM (10 MI) NORTHEAST OF THREE POINTS.
 CZ2375'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2375'85740-6510, PHONE 602-629-6601.
 CZ2375'
 CZ2375'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2375'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2375'TUCSON, GO WEST FOR 8.4 KM (5.2 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2375'ROAD LEFT, SANDARIO RD.
 CZ2375'TURN LEFT AND GO SOUTH FOR 9.2 KM (5.7 MI) ON SANDARIO RD TO A
 CZ2375'PAVED ROAD RIGHT, ORANGE GROVE RD.
 CZ2375'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 8.1 KM (5.05 MI) ON
 CZ2375'SANDARIO RD TO A PAVED ROAD RIGHT, MILE WIDE RD.
 CZ2375'TURN RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) ON MILE WIDE RD TO A
 CZ2375'PRIVATE DIRT DRIVE LEFT AND THE STATION ON THE RIGHT, SURROUNDED BY
 CZ2375'THREE METAL FENCE POSTS.
 CZ2375'
 CZ2375'THE STATION IS A STANDARD USBR DISK
 CZ2375'STAMPED---C-REF. STA.938+00.00 150 FT. RT. R-4---,
 CZ2375'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2375'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 CZ2375'48.92 METERS (160.5 FT) NORTH-NORTHWEST FROM THE UTILITY POLE
 CZ2375'NUMBER 229 AT A POWERLINE JUNCTION,
 CZ2375'26.52 METERS (87.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2375'OF MILE WIDE RD,
 CZ2375'24.08 METERS (79.0 FT) EAST-NORTHEAST FROM THE SOUTHERN ONE OF
 CZ2375'THREE SAGUARO CACTI IN A CLUSTER,
 CZ2375'5.49 METERS (18.0 FT) WEST-SOUTHWEST FROM THE PROLONGATION OF THE
 CZ2375'APPROXIMATE CENTER OF THE DIRT DRIVE AND
 CZ2375'0.61 METERS (2.0 FT) SOUTH-SOUTHWEST FROM THE NORTHEASTERN ONE OF
 CZ2375'THREE FENCE POSTS THAT SURROUND THE STATION.
 CZ2375'
 CZ2375'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2375'
 CZ2375'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2375'
 CZ2375'DESCRIBED BY D.F. CALLAHAN.
 CZ2375
 CZ2375                          STATION RECOVERY (1997)
 CZ2375
 CZ2375'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1503 ***********************************************************************
 DU1503  DESIGNATION -  938+10
 DU1503  PID         -  DU1503
 DU1503  STATE/COUNTY-  AZ/PINAL
 DU1503  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1503
 DU1503                         *CURRENT SURVEY CONTROL
 DU1503  ___________________________________________________________________
 DU1503* NAD 83(1986)-  33 23 54.     (N)    111 31 20.     (W)     SCALED    
 DU1503* NAVD 88     -       521.48   (+/-2cm)    1710.9    (feet)  VERTCON   
 DU1503  ___________________________________________________________________
 DU1503  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1503
 DU1503  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1503
 DU1503.The horizontal coordinates were scaled from a topographic map and have
 DU1503.an estimated accuracy of +/- 6 seconds.
 DU1503
 DU1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1503.The vertical order pertains to the NGVD 29 superseded value.
 DU1503
 DU1503.The geoid height was determined by GEOID03.
 DU1503
 DU1503;                    North         East    Units  Estimated Accuracy
 DU1503;SPC AZ C     -   266,000.      250,050.      MT  (+/- 180 meters Scaled)
 DU1503
 DU1503                          SUPERSEDED SURVEY CONTROL
 DU1503
 DU1503  NGVD 29 (??/??/92)  520.910  (m)         1709.02   (f) ADJ UNCH    1 1
 DU1503
 DU1503.Superseded values are not recommended for survey control.
 DU1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1503.See file dsdata.txt to determine how the superseded data were derived.
 DU1503
 DU1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514955(NAD 83)
 DU1503_MARKER: DD = SURVEY DISK
 DU1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1503_SP_SET: CULVERT
 DU1503_STAMPING: 938+10
 DU1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1503
 DU1503  HISTORY     - Date     Condition        Report By
 DU1503  HISTORY     - UNK      MONUMENTED       AZHD
 DU1503  HISTORY     - 1975     GOOD             AZDT
 DU1503  HISTORY     - 1975     GOOD             AZDT
 DU1503
 DU1503                          STATION DESCRIPTION
 DU1503
 DU1503'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1503'1.1 MI SE FROM PALM SPRINGS.
 DU1503'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1503'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1503'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1503'HEADWALL.
 DU1503
 DU1503                          STATION RECOVERY (1975)
 DU1503
 DU1503'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1503'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1503'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1503'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1503'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0665 ***********************************************************************
 ER0665  DESIGNATION -  94 BKC
 ER0665  PID         -  ER0665
 ER0665  STATE/COUNTY-  AZ/APACHE
 ER0665  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0665
 ER0665                         *CURRENT SURVEY CONTROL
 ER0665  ___________________________________________________________________
 ER0665* NAD 83(1986)-  34 17 10.     (N)    109 50 11.     (W)     SCALED    
 ER0665* NAVD 88     -      1994.100  (meters)    6542.31   (feet)  ADJUSTED  
 ER0665  ___________________________________________________________________
 ER0665  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0665  DYNAMIC HT  -        1991.122 (meters)    6532.54  (feet)  COMP
 ER0665  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 ER0665
 ER0665  VERT ORDER  -  SECOND    CLASS 0
 ER0665
 ER0665.The horizontal coordinates were scaled from a topographic map and have
 ER0665.an estimated accuracy of +/- 6 seconds.
 ER0665
 ER0665.The orthometric height was determined by differential leveling
 ER0665.and adjusted by the National Geodetic Survey in June 1991..
 ER0665
 ER0665.The geoid height was determined by GEOID03.
 ER0665
 ER0665.The dynamic height is computed by dividing the NAVD 88
 ER0665.geopotential number by the normal gravity value computed on the
 ER0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0665.degrees latitude (g = 980.6199 gals.).
 ER0665
 ER0665.The modeled gravity was interpolated from observed gravity values.
 ER0665
 ER0665;                    North         East    Units  Estimated Accuracy
 ER0665;SPC AZ E     -   364,440.      243,770.      MT  (+/- 180 meters Scaled)
 ER0665
 ER0665                          SUPERSEDED SURVEY CONTROL
 ER0665
 ER0665  NGVD 29 (??/??/92) 1993.22   (m)         6539.4    (f) COMPUTED    2 0
 ER0665
 ER0665.Superseded values are not recommended for survey control.
 ER0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0665.See file dsdata.txt to determine how the superseded data were derived.
 ER0665
 ER0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC070944(NAD 83)
 ER0665_MARKER: DB = BENCH MARK DISK
 ER0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0665_SP_SET: COPPER-CLAD STEEL ROD
 ER0665_STAMPING: 94 BKC 1968 6540
 ER0665_MARK LOGO: USGS  
 ER0665_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0665+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0665
 ER0665  HISTORY     - Date     Condition        Report By
 ER0665  HISTORY     - 1968     MONUMENTED       USGS
 ER0665
 ER0665                          STATION DESCRIPTION
 ER0665
 ER0665'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0665'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 9.4 MILES
 ER0665'WEST ALONG U S HIGHWAY 60, TO THE JUNCTION OF ARIZONA STATE HIGHWAY
 ER0665'61, 390 FEET WEST OF THE JUNCTION, 93 FEET NORTH OF U S HIGHWAY 60,
 ER0665'89 FEET WEST OF A POWER POLE, 1.8 FEET SOUTH OF A FENCE, SET ON A
 ER0665'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0556 ***********************************************************************
 ER0556  DESIGNATION -  94 DOR
 ER0556  PID         -  ER0556
 ER0556  STATE/COUNTY-  AZ/APACHE
 ER0556  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0556
 ER0556                         *CURRENT SURVEY CONTROL
 ER0556  ___________________________________________________________________
 ER0556* NAD 83(1986)-  34 55 12.     (N)    109 30 17.     (W)     SCALED    
 ER0556* NAVD 88     -      1886.286  (meters)    6188.59   (feet)  ADJUSTED  
 ER0556  ___________________________________________________________________
 ER0556  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0556  DYNAMIC HT  -        1883.576 (meters)    6179.70  (feet)  COMP
 ER0556  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 ER0556
 ER0556  VERT ORDER  -  SECOND    CLASS II
 ER0556
 ER0556.The horizontal coordinates were scaled from a topographic map and have
 ER0556.an estimated accuracy of +/- 6 seconds.
 ER0556
 ER0556.The orthometric height was determined by differential leveling
 ER0556.and adjusted by the National Geodetic Survey in June 1991..
 ER0556
 ER0556.The geoid height was determined by GEOID03.
 ER0556
 ER0556.The dynamic height is computed by dividing the NAVD 88
 ER0556.geopotential number by the normal gravity value computed on the
 ER0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0556.degrees latitude (g = 980.6199 gals.).
 ER0556
 ER0556.The modeled gravity was interpolated from observed gravity values.
 ER0556
 ER0556;                    North         East    Units  Estimated Accuracy
 ER0556;SPC AZ E     -   434,900.      273,840.      MT  (+/- 180 meters Scaled)
 ER0556
 ER0556                          SUPERSEDED SURVEY CONTROL
 ER0556
 ER0556.No superseded survey control is available for this station.
 ER0556
 ER0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365651(NAD 83)
 ER0556_MARKER: DB = BENCH MARK DISK
 ER0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0556_SP_SET: CONCRETE POST
 ER0556_STAMPING: 94 DOR 1972 6185
 ER0556_MARK LOGO: USGS  
 ER0556_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0556+STABILITY: SURFACE MOTION
 ER0556
 ER0556  HISTORY     - Date     Condition        Report By
 ER0556  HISTORY     - 1972     MONUMENTED       USGS
 ER0556
 ER0556                          STATION DESCRIPTION
 ER0556
 ER0556'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0556'26.1 KM (16.20 MI) SOUTH FROM NAVAJO.
 ER0556'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0556'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0556'THENCE 1.1 MILES EAST ALONG A FENCE TO A WINDMILL, THENCE 2.2 MILES
 ER0556'SOUTH ALONG A FENCE TO THE TOP OF A SLIGHT RISE, 175 FEET NORTH OF A
 ER0556'GATE, 75 FEET NORTH OF A GATE, 75 FEET NORTH OF A Y-FENCE SOUTHWEST,
 ER0556'AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0441 ***********************************************************************
 GQ0441  DESIGNATION -  94 DOR
 GQ0441  PID         -  GQ0441
 GQ0441  STATE/COUNTY-  AZ/MOHAVE
 GQ0441  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0441
 GQ0441                         *CURRENT SURVEY CONTROL
 GQ0441  ___________________________________________________________________
 GQ0441* NAD 83(1986)-  36 51 12.     (N)    113 34 31.     (W)     SCALED    
 GQ0441* NAVD 88     -      1331.949  (meters)    4369.90   (feet)  POSTED    
 GQ0441  ___________________________________________________________________
 GQ0441  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 GQ0441  DYNAMIC HT  -        1330.480 (meters)    4365.08  (feet)  COMP
 GQ0441  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 GQ0441
 GQ0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0441
 GQ0441.The horizontal coordinates were scaled from a topographic map and have
 GQ0441.an estimated accuracy of +/- 6 seconds.
 GQ0441
 GQ0441.The orthometric height was determined by differential leveling
 GQ0441.and adjusted by the National Geodetic Survey in 1992..
 GQ0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0441.rate of 0.0 thru 1.0 mm/km.
 GQ0441
 GQ0441.The geoid height was determined by GEOID03.
 GQ0441
 GQ0441.The dynamic height is computed by dividing the NAVD 88
 GQ0441.geopotential number by the normal gravity value computed on the
 GQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0441.degrees latitude (g = 980.6199 gals.).
 GQ0441
 GQ0441.The modeled gravity was interpolated from observed gravity values.
 GQ0441
 GQ0441;                    North         East    Units  Estimated Accuracy
 GQ0441;SPC AZ W     -   649,230.      228,940.      MT  (+/- 180 meters Scaled)
 GQ0441
 GQ0441                          SUPERSEDED SURVEY CONTROL
 GQ0441
 GQ0441.No superseded survey control is available for this station.
 GQ0441
 GQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF704816(NAD 83)
 GQ0441_MARKER: DB = BENCH MARK DISK
 GQ0441_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0441_SP_SET: ROCK OUTCROP
 GQ0441_STAMPING: 94 DOR 1970 4367
 GQ0441_MARK LOGO: USGS  
 GQ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0441+STABILITY: POSITION/ELEVATION WELL
 GQ0441
 GQ0441  HISTORY     - Date     Condition        Report By
 GQ0441  HISTORY     - 1970     MONUMENTED       USGS
 GQ0441
 GQ0441                          STATION DESCRIPTION
 GQ0441
 GQ0441'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0441'29.5 KM (18.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0441'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0441'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0441'ROAD TO THE ARIZONA STATE LINE, CONTINUE 11.6 MILES SOUTH ALONG MT.
 GQ0441'TRUMBULL ROAD TO THE JUNCTION OF AN OLD ROAD, 230 FEET EAST OF A
 GQ0441'QUAIL CANYON SIGN, 185 FEET NORTHEAST OF THE OLD ROAD JUNCTION, 80
 GQ0441'FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0441'PROJECTING 3-INCHES.
 GQ0441'THE MARK IS 1.5 FT  NW FROM  A WITNESS POST
 GQ0441'THE MARK IS 13 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0662 ***********************************************************************
 GP0662  DESIGNATION -  94 DOR
 GP0662  PID         -  GP0662
 GP0662  STATE/COUNTY-  AZ/COCONINO
 GP0662  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0662
 GP0662                         *CURRENT SURVEY CONTROL
 GP0662  ___________________________________________________________________
 GP0662* NAD 83(1986)-  36 24 10.     (N)    110 53 02.     (W)     SCALED    
 GP0662* NAVD 88     -      1741.201  (meters)    5712.59   (feet)  ADJUSTED  
 GP0662  ___________________________________________________________________
 GP0662  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 GP0662  DYNAMIC HT  -        1739.030 (meters)    5705.47  (feet)  COMP
 GP0662  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 GP0662
 GP0662  VERT ORDER  -  SECOND    CLASS 0
 GP0662
 GP0662.The horizontal coordinates were scaled from a topographic map and have
 GP0662.an estimated accuracy of +/- 6 seconds.
 GP0662
 GP0662.The orthometric height was determined by differential leveling
 GP0662.and adjusted by the National Geodetic Survey in June 1991..
 GP0662
 GP0662.The geoid height was determined by GEOID03.
 GP0662
 GP0662.The dynamic height is computed by dividing the NAVD 88
 GP0662.geopotential number by the normal gravity value computed on the
 GP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0662.degrees latitude (g = 980.6199 gals.).
 GP0662
 GP0662.The modeled gravity was interpolated from observed gravity values.
 GP0662
 GP0662;                    North         East    Units  Estimated Accuracy
 GP0662;SPC AZ C     -   599,700.      306,000.      MT  (+/- 180 meters Scaled)
 GP0662
 GP0662                          SUPERSEDED SURVEY CONTROL
 GP0662
 GP0662  NGVD 29 (??/??/92) 1740.23   (m)         5709.4    (f) COMPUTED    2 0
 GP0662
 GP0662.Superseded values are not recommended for survey control.
 GP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0662.See file dsdata.txt to determine how the superseded data were derived.
 GP0662
 GP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF104286(NAD 83)
 GP0662_MARKER: DB = BENCH MARK DISK
 GP0662_SETTING: 66 = SET IN ROCK OUTCROP
 GP0662_SP_SET: ROCK OUTCROP
 GP0662_STAMPING: 94 DOR 1969 5909
 GP0662_MARK LOGO: USGS  
 GP0662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0662+STABILITY: POSITION/ELEVATION WELL
 GP0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0662+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0662
 GP0662  HISTORY     - Date     Condition        Report By
 GP0662  HISTORY     - 1969     MONUMENTED       USGS
 GP0662
 GP0662                          STATION DESCRIPTION
 GP0662
 GP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0662'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0662'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0662'NORTH, THENCE 0.8 MILES NORTH, 48 FEET WEST AND 9 FEET HIGHER THAN
 GP0662'THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, SET IN THE HIGH POINT OF A
 GP0662'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0313 ***********************************************************************
 FS0313  DESIGNATION -  941+00
 FS0313  PID         -  FS0313
 FS0313  STATE/COUNTY-  AZ/MOHAVE
 FS0313  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0313
 FS0313                         *CURRENT SURVEY CONTROL
 FS0313  ___________________________________________________________________
 FS0313* NAD 83(1986)-  35 35 36.     (N)    114 23 49.     (W)     SCALED    
 FS0313* NAVD 88     -       835.135  (meters)    2739.94   (feet)  POSTED    
 FS0313  ___________________________________________________________________
 FS0313  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0313  DYNAMIC HT  -         834.200 (meters)    2736.87  (feet)  COMP
 FS0313  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 FS0313
 FS0313  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0313
 FS0313.The horizontal coordinates were scaled from a topographic map and have
 FS0313.an estimated accuracy of +/- 6 seconds.
 FS0313
 FS0313.The orthometric height was determined by differential leveling
 FS0313.and adjusted by the National Geodetic Survey in 1992..
 FS0313.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0313.rate of 2.1 thru 3.0 mm/km.
 FS0313
 FS0313.The geoid height was determined by GEOID03.
 FS0313
 FS0313.The dynamic height is computed by dividing the NAVD 88
 FS0313.geopotential number by the normal gravity value computed on the
 FS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0313.degrees latitude (g = 980.6199 gals.).
 FS0313
 FS0313.The modeled gravity was interpolated from observed gravity values.
 FS0313
 FS0313;                    North         East    Units  Estimated Accuracy
 FS0313;SPC AZ W     -   509,610.      154,740.      MT  (+/- 180 meters Scaled)
 FS0313
 FS0313                          SUPERSEDED SURVEY CONTROL
 FS0313
 FS0313  NGVD 29 (??/??/92)  834.384  (m)         2737.47   (f) ADJ UNCH    1 1
 FS0313
 FS0313.Superseded values are not recommended for survey control.
 FS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0313.See file dsdata.txt to determine how the superseded data were derived.
 FS0313
 FS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV358419(NAD 83)
 FS0313_MARKER: DD = SURVEY DISK
 FS0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0313_SP_SET: CULVERT
 FS0313_STAMPING: 941+00 2738.38 1935
 FS0313_MARK LOGO: AZHD  
 FS0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0313
 FS0313  HISTORY     - Date     Condition        Report By
 FS0313  HISTORY     - 1935     MONUMENTED       AZHD
 FS0313  HISTORY     - 1949     GOOD             NGS
 FS0313  HISTORY     - 1982     GOOD             NGS
 FS0313
 FS0313                          STATION DESCRIPTION
 FS0313
 FS0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0313'15.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0313'15.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0313'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0313'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0313'SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST OF THE CENTER
 FS0313'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0313
 FS0313                          STATION RECOVERY (1982)
 FS0313
 FS0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0313'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1502 ***********************************************************************
 DU1502  DESIGNATION -  943+77
 DU1502  PID         -  DU1502
 DU1502  STATE/COUNTY-  AZ/PINAL
 DU1502  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1502
 DU1502                         *CURRENT SURVEY CONTROL
 DU1502  ___________________________________________________________________
 DU1502* NAD 83(1986)-  33 23 48.     (N)    111 31 14.     (W)     SCALED    
 DU1502* NAVD 88     -       520.41   (+/-2cm)    1707.4    (feet)  VERTCON   
 DU1502  ___________________________________________________________________
 DU1502  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1502
 DU1502  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1502
 DU1502.The horizontal coordinates were scaled from a topographic map and have
 DU1502.an estimated accuracy of +/- 6 seconds.
 DU1502
 DU1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1502.The vertical order pertains to the NGVD 29 superseded value.
 DU1502
 DU1502.The geoid height was determined by GEOID03.
 DU1502
 DU1502;                    North         East    Units  Estimated Accuracy
 DU1502;SPC AZ C     -   265,810.      250,210.      MT  (+/- 180 meters Scaled)
 DU1502
 DU1502                          SUPERSEDED SURVEY CONTROL
 DU1502
 DU1502  NGVD 29 (??/??/92)  519.845  (m)         1705.52   (f) ADJ UNCH    1 1
 DU1502
 DU1502.Superseded values are not recommended for survey control.
 DU1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1502.See file dsdata.txt to determine how the superseded data were derived.
 DU1502
 DU1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB515953(NAD 83)
 DU1502_MARKER: DD = SURVEY DISK
 DU1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1502_SP_SET: CULVERT
 DU1502_STAMPING: 943+77
 DU1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1502
 DU1502  HISTORY     - Date     Condition        Report By
 DU1502  HISTORY     - UNK      MONUMENTED       AZHD
 DU1502  HISTORY     - 1975     GOOD             AZDT
 DU1502  HISTORY     - 1975     GOOD             AZDT
 DU1502
 DU1502                          STATION DESCRIPTION
 DU1502
 DU1502'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1502'1.2 MI SE FROM PALM SPRINGS.
 DU1502'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1502'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1502'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1502'HEADWALL.
 DU1502
 DU1502                          STATION RECOVERY (1975)
 DU1502
 DU1502'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1502'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1502'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1502'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1502'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0115 ***********************************************************************
 CZ0115  DESIGNATION -  944+35.80
 CZ0115  PID         -  CZ0115
 CZ0115  STATE/COUNTY-  AZ/PIMA
 CZ0115  USGS QUAD   -  ORO VALLEY (1981)
 CZ0115
 CZ0115                         *CURRENT SURVEY CONTROL
 CZ0115  ___________________________________________________________________
 CZ0115* NAD 83(1986)-  32 29 04.     (N)    110 55 24.     (W)     SCALED    
 CZ0115* NAVD 88     -       926.93   (+/-2cm)    3041.1    (feet)  VERTCON   
 CZ0115  ___________________________________________________________________
 CZ0115  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0115
 CZ0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0115
 CZ0115.The horizontal coordinates were scaled from a topographic map and have
 CZ0115.an estimated accuracy of +/- 6 seconds.
 CZ0115
 CZ0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0115.The vertical order pertains to the NGVD 29 superseded value.
 CZ0115
 CZ0115.The geoid height was determined by GEOID03.
 CZ0115
 CZ0115;                    North         East    Units  Estimated Accuracy
 CZ0115;SPC AZ C     -   165,020.      306,720.      MT  (+/- 180 meters Scaled)
 CZ0115
 CZ0115                          SUPERSEDED SURVEY CONTROL
 CZ0115
 CZ0115  NGVD 29 (??/??/92)  926.230  (m)         3038.81   (f) ADJ UNCH    2 0
 CZ0115
 CZ0115.Superseded values are not recommended for survey control.
 CZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0115.See file dsdata.txt to determine how the superseded data were derived.
 CZ0115
 CZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA072941(NAD 83)
 CZ0115_MARKER: DD = SURVEY DISK
 CZ0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0115_SP_SET: BRIDGE
 CZ0115_STAMPING: 944+35.80 1954 3039
 CZ0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0115
 CZ0115  HISTORY     - Date     Condition        Report By
 CZ0115  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0115  HISTORY     - 1962     GOOD             NGS
 CZ0115
 CZ0115                          STATION DESCRIPTION
 CZ0115
 CZ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0115'16.3 MI SW FROM ORACLE.
 CZ0115'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE AT
 CZ0115'ORACLE TO ORACLE JUNCTION, THENCE 4.9 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0115'80 AND 89 FROM ORACLE JUNCTION, 23.4 FEET EAST OF THE CENTER OF U.S.
 CZ0115'HIGHWAYS 80 AND 89, A BRONZE DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 CZ0115'END OF THE HEADWALL OF A BRIDGE CROSSING A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0666 ***********************************************************************
 ER0666  DESIGNATION -  95 BKC
 ER0666  PID         -  ER0666
 ER0666  STATE/COUNTY-  AZ/NAVAJO
 ER0666  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0666
 ER0666                         *CURRENT SURVEY CONTROL
 ER0666  ___________________________________________________________________
 ER0666* NAD 83(1986)-  34 16 58.     (N)    109 51 18.     (W)     SCALED    
 ER0666* NAVD 88     -      2000.297  (meters)    6562.64   (feet)  ADJUSTED  
 ER0666  ___________________________________________________________________
 ER0666  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0666  DYNAMIC HT  -        1997.306 (meters)    6552.83  (feet)  COMP
 ER0666  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 ER0666
 ER0666  VERT ORDER  -  SECOND    CLASS 0
 ER0666
 ER0666.The horizontal coordinates were scaled from a topographic map and have
 ER0666.an estimated accuracy of +/- 6 seconds.
 ER0666
 ER0666.The orthometric height was determined by differential leveling
 ER0666.and adjusted by the National Geodetic Survey in June 1991..
 ER0666
 ER0666.The geoid height was determined by GEOID03.
 ER0666
 ER0666.The dynamic height is computed by dividing the NAVD 88
 ER0666.geopotential number by the normal gravity value computed on the
 ER0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0666.degrees latitude (g = 980.6199 gals.).
 ER0666
 ER0666.The modeled gravity was interpolated from observed gravity values.
 ER0666
 ER0666;                    North         East    Units  Estimated Accuracy
 ER0666;SPC AZ E     -   364,060.      242,060.      MT  (+/- 180 meters Scaled)
 ER0666
 ER0666                          SUPERSEDED SURVEY CONTROL
 ER0666
 ER0666  NGVD 29 (??/??/92) 1999.41   (m)         6559.7    (f) COMPUTED    2 0
 ER0666
 ER0666.Superseded values are not recommended for survey control.
 ER0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0666.See file dsdata.txt to determine how the superseded data were derived.
 ER0666
 ER0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC053941(NAD 83)
 ER0666_MARKER: DB = BENCH MARK DISK
 ER0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0666_SP_SET: COPPER-CLAD STEEL ROD
 ER0666_STAMPING: 95 BKC 1968 6560
 ER0666_MARK LOGO: USGS  
 ER0666_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0666+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0666
 ER0666  HISTORY     - Date     Condition        Report By
 ER0666  HISTORY     - 1968     MONUMENTED       USGS
 ER0666
 ER0666                          STATION DESCRIPTION
 ER0666
 ER0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0666'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 10.5
 ER0666'MILES WEST ALONG U S HIGHWAY 60, 9.9 MILES EAST OF SHOW LOW POST
 ER0666'OFFICE, ALONG U S HIGHWAY 60, NEAR A FOREST SERVICE SIGN -LEAVING
 ER0666'SITGREAVES NATIONAL FOREST-, 100 FEET NORTH OF THE HIGHWAY, 55 FEET
 ER0666'NORTHWEST OF A SIGN, 0.7 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0666'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0557 ***********************************************************************
 ER0557  DESIGNATION -  95 DOR
 ER0557  PID         -  ER0557
 ER0557  STATE/COUNTY-  AZ/APACHE
 ER0557  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0557
 ER0557                         *CURRENT SURVEY CONTROL
 ER0557  ___________________________________________________________________
 ER0557* NAD 83(1986)-  34 54 41.     (N)    109 30 16.     (W)     SCALED    
 ER0557* NAVD 88     -      1871.592  (meters)    6140.38   (feet)  ADJUSTED  
 ER0557  ___________________________________________________________________
 ER0557  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0557  DYNAMIC HT  -        1868.902 (meters)    6131.56  (feet)  COMP
 ER0557  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 ER0557
 ER0557  VERT ORDER  -  SECOND    CLASS II
 ER0557
 ER0557.The horizontal coordinates were scaled from a topographic map and have
 ER0557.an estimated accuracy of +/- 6 seconds.
 ER0557
 ER0557.The orthometric height was determined by differential leveling
 ER0557.and adjusted by the National Geodetic Survey in June 1991..
 ER0557
 ER0557.The geoid height was determined by GEOID03.
 ER0557
 ER0557.The dynamic height is computed by dividing the NAVD 88
 ER0557.geopotential number by the normal gravity value computed on the
 ER0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0557.degrees latitude (g = 980.6199 gals.).
 ER0557
 ER0557.The modeled gravity was interpolated from observed gravity values.
 ER0557
 ER0557;                    North         East    Units  Estimated Accuracy
 ER0557;SPC AZ E     -   433,950.      273,870.      MT  (+/- 180 meters Scaled)
 ER0557
 ER0557                          SUPERSEDED SURVEY CONTROL
 ER0557
 ER0557.No superseded survey control is available for this station.
 ER0557
 ER0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD366642(NAD 83)
 ER0557_MARKER: DB = BENCH MARK DISK
 ER0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0557_SP_SET: CONCRETE POST
 ER0557_STAMPING: 95 DOR 1972 6137
 ER0557_MARK LOGO: USGS  
 ER0557_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0557+STABILITY: SURFACE MOTION
 ER0557
 ER0557  HISTORY     - Date     Condition        Report By
 ER0557  HISTORY     - 1972     MONUMENTED       USGS
 ER0557
 ER0557                          STATION DESCRIPTION
 ER0557
 ER0557'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0557'26.1 KM (16.20 MI) SOUTH FROM NAVAJO.
 ER0557'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0557'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, THENCE
 ER0557'2.3 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILES EAST ALONG A
 ER0557'LARGE DRY WASH, THENCE 0.4 MILES NORTH TO THE BROW OF A HILL JUST
 ER0557'NORTHEAST OF AN ABANDONED RANCH, 60 FEET NORTH OF THE BROW OF THE
 ER0557'HILL, AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0442 ***********************************************************************
 GQ0442  DESIGNATION -  95 DOR
 GQ0442  PID         -  GQ0442
 GQ0442  STATE/COUNTY-  AZ/MOHAVE
 GQ0442  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0442
 GQ0442                         *CURRENT SURVEY CONTROL
 GQ0442  ___________________________________________________________________
 GQ0442* NAD 83(1986)-  36 50 34.     (N)    113 34 37.     (W)     SCALED    
 GQ0442* NAVD 88     -      1397.958  (meters)    4586.47   (feet)  POSTED    
 GQ0442  ___________________________________________________________________
 GQ0442  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 GQ0442  DYNAMIC HT  -        1396.400 (meters)    4581.36  (feet)  COMP
 GQ0442  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 GQ0442
 GQ0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0442
 GQ0442.The horizontal coordinates were scaled from a topographic map and have
 GQ0442.an estimated accuracy of +/- 6 seconds.
 GQ0442
 GQ0442.The orthometric height was determined by differential leveling
 GQ0442.and adjusted by the National Geodetic Survey in 1992..
 GQ0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0442.rate of 0.0 thru 1.0 mm/km.
 GQ0442
 GQ0442.The geoid height was determined by GEOID03.
 GQ0442
 GQ0442.The dynamic height is computed by dividing the NAVD 88
 GQ0442.geopotential number by the normal gravity value computed on the
 GQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0442.degrees latitude (g = 980.6199 gals.).
 GQ0442
 GQ0442.The modeled gravity was interpolated from observed gravity values.
 GQ0442
 GQ0442;                    North         East    Units  Estimated Accuracy
 GQ0442;SPC AZ W     -   648,060.      228,800.      MT  (+/- 180 meters Scaled)
 GQ0442
 GQ0442                          SUPERSEDED SURVEY CONTROL
 GQ0442
 GQ0442.No superseded survey control is available for this station.
 GQ0442
 GQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF702805(NAD 83)
 GQ0442_MARKER: DB = BENCH MARK DISK
 GQ0442_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0442_SP_SET: ROCK OUTCROP
 GQ0442_STAMPING: 95 DOR 1970 4584
 GQ0442_MARK LOGO: USGS  
 GQ0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0442+STABILITY: POSITION/ELEVATION WELL
 GQ0442
 GQ0442  HISTORY     - Date     Condition        Report By
 GQ0442  HISTORY     - 1970     MONUMENTED       USGS
 GQ0442
 GQ0442                          STATION DESCRIPTION
 GQ0442
 GQ0442'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0442'30.7 KM (19.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0442'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0442'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0442'ROAD TO THE ARIZONA STATE LINE, CONTINUE 12.4 MILES SOUTH ALONG MT.
 GQ0442'TRUMBULL ROAD, 50 FEET SOUTHEAST OF A DRY WASH, 37 FEET NORTH OF THE
 GQ0442'ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0442'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0442'THE MARK IS 40 FT ABOVE DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0663 ***********************************************************************
 GP0663  DESIGNATION -  95 DOR
 GP0663  PID         -  GP0663
 GP0663  STATE/COUNTY-  AZ/COCONINO
 GP0663  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0663
 GP0663                         *CURRENT SURVEY CONTROL
 GP0663  ___________________________________________________________________
 GP0663* NAD 83(1986)-  36 24 56.     (N)    110 53 12.     (W)     SCALED    
 GP0663* NAVD 88     -      1757.506  (meters)    5766.08   (feet)  ADJUSTED  
 GP0663  ___________________________________________________________________
 GP0663  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 GP0663  DYNAMIC HT  -        1755.318 (meters)    5758.91  (feet)  COMP
 GP0663  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 GP0663
 GP0663  VERT ORDER  -  SECOND    CLASS 0
 GP0663
 GP0663.The horizontal coordinates were scaled from a topographic map and have
 GP0663.an estimated accuracy of +/- 6 seconds.
 GP0663
 GP0663.The orthometric height was determined by differential leveling
 GP0663.and adjusted by the National Geodetic Survey in June 1991..
 GP0663
 GP0663.The geoid height was determined by GEOID03.
 GP0663
 GP0663.The dynamic height is computed by dividing the NAVD 88
 GP0663.geopotential number by the normal gravity value computed on the
 GP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0663.degrees latitude (g = 980.6199 gals.).
 GP0663
 GP0663.The modeled gravity was interpolated from observed gravity values.
 GP0663
 GP0663;                    North         East    Units  Estimated Accuracy
 GP0663;SPC AZ C     -   601,110.      305,730.      MT  (+/- 180 meters Scaled)
 GP0663
 GP0663                          SUPERSEDED SURVEY CONTROL
 GP0663
 GP0663  NGVD 29 (??/??/92) 1756.55   (m)         5762.9    (f) COMPUTED    2 0
 GP0663
 GP0663.Superseded values are not recommended for survey control.
 GP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0663.See file dsdata.txt to determine how the superseded data were derived.
 GP0663
 GP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF101300(NAD 83)
 GP0663_MARKER: DB = BENCH MARK DISK
 GP0663_SETTING: 66 = SET IN ROCK OUTCROP
 GP0663_SP_SET: ROCK OUTCROP
 GP0663_STAMPING: 95 DOR 1969 5763
 GP0663_MARK LOGO: USGS  
 GP0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0663+STABILITY: POSITION/ELEVATION WELL
 GP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0663+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0663
 GP0663  HISTORY     - Date     Condition        Report By
 GP0663  HISTORY     - 1969     MONUMENTED       USGS
 GP0663
 GP0663                          STATION DESCRIPTION
 GP0663
 GP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0663'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0663'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0663'NORTH, THENCE 1.8 MILES NORTH, 150 FEET SOUTH OF THE TOP OF A SLIGHT
 GP0663'RISE.  100 FEET WEST OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A
 GP0663'SANDSTONE OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0489 ***********************************************************************
 DV0489  DESIGNATION -  95 Z
 DV0489  PID         -  DV0489
 DV0489  STATE/COUNTY-  AZ/MARICOPA
 DV0489  USGS QUAD   -  PERRYVILLE (1982)
 DV0489
 DV0489                         *CURRENT SURVEY CONTROL
 DV0489  ___________________________________________________________________
 DV0489* NAD 83(1986)-  33 24 23.     (N)    112 23 31.     (W)     SCALED    
 DV0489* NAVD 88     -       279.57   (+/-2cm)     917.2    (feet)  VERTCON   
 DV0489  ___________________________________________________________________
 DV0489  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0489
 DV0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0489
 DV0489.The horizontal coordinates were scaled from a topographic map and have
 DV0489.an estimated accuracy of +/- 6 seconds.
 DV0489
 DV0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0489.The vertical order pertains to the NGVD 29 superseded value.
 DV0489
 DV0489.The geoid height was determined by GEOID03.
 DV0489
 DV0489;                    North         East    Units  Estimated Accuracy
 DV0489;SPC AZ C     -   266,920.      169,150.      MT  (+/- 180 meters Scaled)
 DV0489
 DV0489                          SUPERSEDED SURVEY CONTROL
 DV0489
 DV0489  NGVD 29 (??/??/92)  278.940  (m)          915.16   (f) ADJ UNCH    2 0
 DV0489
 DV0489.Superseded values are not recommended for survey control.
 DV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0489.See file dsdata.txt to determine how the superseded data were derived.
 DV0489
 DV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB705972(NAD 83)
 DV0489_MARKER: DD = SURVEY DISK
 DV0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0489_STAMPING: 95 Z 1962
 DV0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0489+STABILITY: SURFACE MOTION
 DV0489
 DV0489  HISTORY     - Date     Condition        Report By
 DV0489  HISTORY     - 1962     MONUMENTED       AZHD
 DV0489  HISTORY     - 1962     GOOD             NGS
 DV0489  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0489
 DV0489                          STATION DESCRIPTION
 DV0489
 DV0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0489'3.4 MI SW FROM AVONDALE.
 DV0489'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0489'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2 MILES
 DV0489'SOUTHWEST ON US HIGHWAY 80, THENCE 0.6 MILES SOUTH ALONG BULLARD ROAD,
 DV0489'THENCE 1.0 MILE WEST ALONG BROADWAY TO THE MARK, 2.8 FT. SOUTH OF A
 DV0489'STEEL WITNESS POST, 12.5 FT. NORTH OF THE CENTER OF BROADWAY, 7.0 FT.
 DV0489'SOUTHWEST OF A FENCELINE, 51 FT. NORTH OF TWIN POWER POLES. THE MARK
 DV0489'IS A DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0489
 DV0489                          STATION RECOVERY (1992)
 DV0489
 DV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0489'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0311 ***********************************************************************
 FS0311  DESIGNATION -  954+01.25
 FS0311  PID         -  FS0311
 FS0311  STATE/COUNTY-  AZ/MOHAVE
 FS0311  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0311
 FS0311                         *CURRENT SURVEY CONTROL
 FS0311  ___________________________________________________________________
 FS0311* NAD 83(1986)-  35 35 39.     (N)    114 23 49.     (W)     SCALED    
 FS0311* NAVD 88     -       832.260  (meters)    2730.51   (feet)  ADJUSTED  
 FS0311  ___________________________________________________________________
 FS0311  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0311  DYNAMIC HT  -         831.327 (meters)    2727.45  (feet)  COMP
 FS0311  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 FS0311
 FS0311  VERT ORDER  -  FIRST     CLASS I
 FS0311
 FS0311.The horizontal coordinates were scaled from a topographic map and have
 FS0311.an estimated accuracy of +/- 6 seconds.
 FS0311
 FS0311.The orthometric height was determined by differential leveling
 FS0311.and adjusted by the National Geodetic Survey in June 1991..
 FS0311
 FS0311.The geoid height was determined by GEOID03.
 FS0311
 FS0311.The dynamic height is computed by dividing the NAVD 88
 FS0311.geopotential number by the normal gravity value computed on the
 FS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0311.degrees latitude (g = 980.6199 gals.).
 FS0311
 FS0311.The modeled gravity was interpolated from observed gravity values.
 FS0311
 FS0311;                    North         East    Units  Estimated Accuracy
 FS0311;SPC AZ W     -   509,700.      154,740.      MT  (+/- 180 meters Scaled)
 FS0311
 FS0311                          SUPERSEDED SURVEY CONTROL
 FS0311
 FS0311  NGVD 29 (??/??/92)  831.511  (m)         2728.05   (f) ADJ UNCH    1 1
 FS0311
 FS0311.Superseded values are not recommended for survey control.
 FS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0311.See file dsdata.txt to determine how the superseded data were derived.
 FS0311
 FS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV358420(NAD 83)
 FS0311_MARKER: DD = SURVEY DISK
 FS0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0311_SP_SET: BRIDGE
 FS0311_STAMPING: 954+01.25 2728.96 1935
 FS0311_MARK LOGO: AZHD  
 FS0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0311
 FS0311  HISTORY     - Date     Condition        Report By
 FS0311  HISTORY     - 1935     MONUMENTED       AZHD
 FS0311  HISTORY     - 1949     GOOD             NGS
 FS0311  HISTORY     - 1982     GOOD             NGS
 FS0311
 FS0311                          STATION DESCRIPTION
 FS0311
 FS0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0311'15.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0311'15.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0311'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0311'MILEPOST 37, AT A CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP
 FS0311'OF THE SOUTHWEST HEAD WALL, 11.3 FEET SOUTHEAST OF THE NORTHWEST
 FS0311'END, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0311'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0311
 FS0311                          STATION RECOVERY (1982)
 FS0311
 FS0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0536 ***********************************************************************
 CZ0536  DESIGNATION -  95+65.2
 CZ0536  PID         -  CZ0536
 CZ0536  STATE/COUNTY-  AZ/PIMA
 CZ0536  USGS QUAD   -  JAYNES (1992)
 CZ0536
 CZ0536                         *CURRENT SURVEY CONTROL
 CZ0536  ___________________________________________________________________
 CZ0536* NAD 83(1986)-  32 21 24.     (N)    111 05 11.     (W)     SCALED    
 CZ0536* NAVD 88     -       657.877  (meters)    2158.38   (feet)  ADJUSTED  
 CZ0536  ___________________________________________________________________
 CZ0536  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ0536  DYNAMIC HT  -         656.993 (meters)    2155.48  (feet)  COMP
 CZ0536  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 CZ0536
 CZ0536  VERT ORDER  -  FIRST     CLASS II
 CZ0536
 CZ0536.The horizontal coordinates were scaled from a topographic map and have
 CZ0536.an estimated accuracy of +/- 6 seconds.
 CZ0536
 CZ0536.The orthometric height was determined by differential leveling
 CZ0536.and adjusted by the National Geodetic Survey in June 1991..
 CZ0536
 CZ0536.The geoid height was determined by GEOID03.
 CZ0536
 CZ0536.The dynamic height is computed by dividing the NAVD 88
 CZ0536.geopotential number by the normal gravity value computed on the
 CZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0536.degrees latitude (g = 980.6199 gals.).
 CZ0536
 CZ0536.The modeled gravity was interpolated from observed gravity values.
 CZ0536
 CZ0536;                    North         East    Units  Estimated Accuracy
 CZ0536;SPC AZ C     -   150,720.      291,500.      MT  (+/- 180 meters Scaled)
 CZ0536
 CZ0536                          SUPERSEDED SURVEY CONTROL
 CZ0536
 CZ0536  NGVD 29 (??/??/92)  657.217  (m)         2156.22   (f) ADJ UNCH    1 2
 CZ0536
 CZ0536.Superseded values are not recommended for survey control.
 CZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0536.See file dsdata.txt to determine how the superseded data were derived.
 CZ0536
 CZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA918799(NAD 83)
 CZ0536_MARKER: DD = SURVEY DISK
 CZ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0536_SP_SET: BRIDGE
 CZ0536_STAMPING: 2156.78 1948 95+65.2
 CZ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0536
 CZ0536  HISTORY     - Date     Condition        Report By
 CZ0536  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0536  HISTORY     - 1951     GOOD             NGS
 CZ0536  HISTORY     - 1960     GOOD             NGS
 CZ0536  HISTORY     - 1980     GOOD             NGS
 CZ0536  HISTORY     - 19970309 GOOD             USPSQD
 CZ0536
 CZ0536                          STATION DESCRIPTION
 CZ0536
 CZ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0536'IN CORTARO.
 CZ0536'AT CORTARO, AT THE T JUNCTION OF STATE HIGHWAY 84 AND THE CORTARO
 CZ0536'ROAD, IN TOP OF THE APPROXIMATE CENTER OF THE SOUTHEAST CONCRETE
 CZ0536'HEADWALL OF A BRIDGE OVER AN IRRIGATION CANAL WHICH PASSES UNDER THE
 CZ0536'THE CORTARO ROAD, 73.8 FEET SOUTHEAST OF BENCH MARK N 291, 30 1/2 FEET
 CZ0536'SOUTHWEST OF THE HIGHWAY CENTERLINE, 25 1/2 FEET SOUTHEAST CORTARO
 CZ0536'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD IN ELEVATION.
 CZ0536
 CZ0536                          STATION RECOVERY (1960)
 CZ0536
 CZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0536'RECOVERED IN GOOD CONDITION.
 CZ0536
 CZ0536                          STATION RECOVERY (1980)
 CZ0536
 CZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0536'18.9 KILOMETERS (11.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0536'RAILROAD FROM THE STATION AT TUCSON, ABOUT 0.2 KILOMETER (0.15 MILE)
 CZ0536'NORTHEAST OF AND ACROSS INTERSTATE HIGHWAY 10 FROM THE CORTARO POST
 CZ0536'OFFICE, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A
 CZ0536'BLOCKED, FORMER CORTARO ROAD BOX CULVERT OVER AN IRRIGATION DITCH,
 CZ0536'9.1 METERS (30 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE
 CZ0536'ROAD (OLD U. S. HIGHWAY).
 CZ0536'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 CZ0536
 CZ0536                          STATION RECOVERY (1997)
 CZ0536
 CZ0536'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0507 ***********************************************************************
 DV0507  DESIGNATION -  957.38
 DV0507  PID         -  DV0507
 DV0507  STATE/COUNTY-  AZ/MARICOPA
 DV0507  USGS QUAD   -  TOLLESON (1982)
 DV0507
 DV0507                         *CURRENT SURVEY CONTROL
 DV0507  ___________________________________________________________________
 DV0507* NAD 83(1986)-  33 25 44.     (N)    112 22 01.     (W)     SCALED    
 DV0507* NAVD 88     -       292.18   (+/-2cm)     958.6    (feet)  VERTCON   
 DV0507  ___________________________________________________________________
 DV0507  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0507
 DV0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0507
 DV0507.The horizontal coordinates were scaled from a topographic map and have
 DV0507.an estimated accuracy of +/- 6 seconds.
 DV0507
 DV0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0507.The vertical order pertains to the NGVD 29 superseded value.
 DV0507
 DV0507.The geoid height was determined by GEOID03.
 DV0507
 DV0507;                    North         East    Units  Estimated Accuracy
 DV0507;SPC AZ C     -   269,410.      171,490.      MT  (+/- 180 meters Scaled)
 DV0507
 DV0507                          SUPERSEDED SURVEY CONTROL
 DV0507
 DV0507  NGVD 29 (??/??/92)  291.547  (m)          956.52   (f) ADJ UNCH    2 0
 DV0507
 DV0507.Superseded values are not recommended for survey control.
 DV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0507.See file dsdata.txt to determine how the superseded data were derived.
 DV0507
 DV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB729996(NAD 83)
 DV0507_MARKER: Z = SEE DESCRIPTION
 DV0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0507_SP_SET: CULVERT
 DV0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0507
 DV0507  HISTORY     - Date     Condition        Report By
 DV0507  HISTORY     - UNK      MONUMENTED       USN
 DV0507  HISTORY     - 1945     GOOD             NGS
 DV0507
 DV0507                          STATION DESCRIPTION
 DV0507
 DV0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0507'IN LITCHFIELD PARK NAAF.
 DV0507'AT LITCHFIELD PARK NAVAL AUXILIARY AIR FACILITY, MARICOPA COUNTY, 18
 DV0507'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PLANE PARKING STRIP, AT
 DV0507'THE EAST END OF A LARGE DRAINAGE CULVERT JUST NORTHEAST OF THE HANGAR,
 DV0507'IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST WINGWALL, AND 2 FEET
 DV0507'NORTH OF THE SOUTH END.  A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0044 ***********************************************************************
 EU0044  DESIGNATION -  958.77
 EU0044  PID         -  EU0044
 EU0044  STATE/COUNTY-  AZ/MOHAVE
 EU0044  USGS QUAD   -  FRANCONIA (1970)
 EU0044
 EU0044                         *CURRENT SURVEY CONTROL
 EU0044  ___________________________________________________________________
 EU0044* NAD 83(1986)-  34 43 46.     (N)    114 19 15.     (W)     SCALED    
 EU0044* NAVD 88     -       292.84   (+/-2cm)     960.8    (feet)  VERTCON   
 EU0044  ___________________________________________________________________
 EU0044  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EU0044
 EU0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0044
 EU0044.The horizontal coordinates were scaled from a topographic map and have
 EU0044.an estimated accuracy of +/- 6 seconds.
 EU0044
 EU0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0044.The vertical order pertains to the NGVD 29 superseded value.
 EU0044
 EU0044.The geoid height was determined by GEOID03.
 EU0044
 EU0044;                    North         East    Units  Estimated Accuracy
 EU0044;SPC AZ W     -   413,720.      161,080.      MT  (+/- 180 meters Scaled)
 EU0044
 EU0044                          SUPERSEDED SURVEY CONTROL
 EU0044
 EU0044  NGVD 29 (??/??/??)  292.174  (m)          958.57   (f) ADJUSTED    2 0
 EU0044
 EU0044.Superseded values are not recommended for survey control.
 EU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0044.See file dsdata.txt to determine how the superseded data were derived.
 EU0044
 EU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU453463(NAD 83)
 EU0044_MARKER: DD = SURVEY DISK
 EU0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0044_SP_SET: CULVERT
 EU0044_STAMPING: 985.77 504X32-92 1951
 EU0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0044
 EU0044  HISTORY     - Date     Condition        Report By
 EU0044  HISTORY     - 1951     MONUMENTED       AZHD
 EU0044  HISTORY     - 1961     GOOD             NGS
 EU0044  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0044
 EU0044                          STATION DESCRIPTION
 EU0044
 EU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0044'9.8 MI E FROM TOPOCK.
 EU0044'ABOUT 9.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0044'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0044'ABOUT 0.35 MILES EAST OF THE JUNCTION OF A SAND ROAD SOUTHEAST,
 EU0044'NEAR THE WEST END OF A CUT AND ABOUT 100 YARDS WEST OF A SIGN
 EU0044'SITE SIX JUNCTION 1/2 MILE, SET IN THE TOP AND APPROXIMATE
 EU0044'CENTER OF THE SOUTH HEADWALL OF A 60 FOOT CONCRETE BOX CULVERT
 EU0044'WITH 6 OPENINGS, 23 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 EU0044'66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 EU0044
 EU0044                          STATION RECOVERY (1981)
 EU0044
 EU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0044'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1501 ***********************************************************************
 DU1501  DESIGNATION -  959+38
 DU1501  PID         -  DU1501
 DU1501  STATE/COUNTY-  AZ/PINAL
 DU1501  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1501
 DU1501                         *CURRENT SURVEY CONTROL
 DU1501  ___________________________________________________________________
 DU1501* NAD 83(1986)-  33 23 42.     (N)    111 30 56.     (W)     SCALED    
 DU1501* NAVD 88     -       519.97   (+/-2cm)    1705.9    (feet)  VERTCON   
 DU1501  ___________________________________________________________________
 DU1501  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1501
 DU1501  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1501
 DU1501.The horizontal coordinates were scaled from a topographic map and have
 DU1501.an estimated accuracy of +/- 6 seconds.
 DU1501
 DU1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1501.The vertical order pertains to the NGVD 29 superseded value.
 DU1501
 DU1501.The geoid height was determined by GEOID03.
 DU1501
 DU1501;                    North         East    Units  Estimated Accuracy
 DU1501;SPC AZ C     -   265,630.      250,670.      MT  (+/- 180 meters Scaled)
 DU1501
 DU1501                          SUPERSEDED SURVEY CONTROL
 DU1501
 DU1501  NGVD 29 (??/??/92)  519.401  (m)         1704.07   (f) ADJ UNCH    1 1
 DU1501
 DU1501.Superseded values are not recommended for survey control.
 DU1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1501.See file dsdata.txt to determine how the superseded data were derived.
 DU1501
 DU1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520951(NAD 83)
 DU1501_MARKER: DD = SURVEY DISK
 DU1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1501_SP_SET: CULVERT
 DU1501_STAMPING: 959+38
 DU1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1501
 DU1501  HISTORY     - Date     Condition        Report By
 DU1501  HISTORY     - UNK      MONUMENTED       AZHD
 DU1501  HISTORY     - 1975     GOOD             AZDT
 DU1501  HISTORY     - 1975     GOOD             AZDT
 DU1501
 DU1501                          STATION DESCRIPTION
 DU1501
 DU1501'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1501'1.5 MI SE FROM PALM SPRINGS.
 DU1501'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.2
 DU1501'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1501'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1501'HEADWALL.
 DU1501
 DU1501                          STATION RECOVERY (1975)
 DU1501
 DU1501'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1501'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.2
 DU1501'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1501'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1501'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0667 ***********************************************************************
 ER0667  DESIGNATION -  96 BKC
 ER0667  PID         -  ER0667
 ER0667  STATE/COUNTY-  AZ/NAVAJO
 ER0667  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0667
 ER0667                         *CURRENT SURVEY CONTROL
 ER0667  ___________________________________________________________________
 ER0667* NAD 83(1986)-  34 16 45.     (N)    109 52 24.     (W)     SCALED    
 ER0667* NAVD 88     -      2007.611  (meters)    6586.64   (feet)  ADJUSTED  
 ER0667  ___________________________________________________________________
 ER0667  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0667  DYNAMIC HT  -        2004.606 (meters)    6576.78  (feet)  COMP
 ER0667  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 ER0667
 ER0667  VERT ORDER  -  SECOND    CLASS 0
 ER0667
 ER0667.The horizontal coordinates were scaled from a topographic map and have
 ER0667.an estimated accuracy of +/- 6 seconds.
 ER0667
 ER0667.The orthometric height was determined by differential leveling
 ER0667.and adjusted by the National Geodetic Survey in June 1991..
 ER0667
 ER0667.The geoid height was determined by GEOID03.
 ER0667
 ER0667.The dynamic height is computed by dividing the NAVD 88
 ER0667.geopotential number by the normal gravity value computed on the
 ER0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0667.degrees latitude (g = 980.6199 gals.).
 ER0667
 ER0667.The modeled gravity was interpolated from observed gravity values.
 ER0667
 ER0667;                    North         East    Units  Estimated Accuracy
 ER0667;SPC AZ E     -   363,660.      240,370.      MT  (+/- 180 meters Scaled)
 ER0667
 ER0667                          SUPERSEDED SURVEY CONTROL
 ER0667
 ER0667  NGVD 29 (??/??/92) 2006.72   (m)         6583.7    (f) COMPUTED    2 0
 ER0667
 ER0667.Superseded values are not recommended for survey control.
 ER0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0667.See file dsdata.txt to determine how the superseded data were derived.
 ER0667
 ER0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC037936(NAD 83)
 ER0667_MARKER: DB = BENCH MARK DISK
 ER0667_SETTING: 66 = SET IN ROCK OUTCROP
 ER0667_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0667_STAMPING: 96 BKC 1968 6584
 ER0667_MARK LOGO: USGS  
 ER0667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0667+STABILITY: POSITION/ELEVATION WELL
 ER0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0667+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0667
 ER0667  HISTORY     - Date     Condition        Report By
 ER0667  HISTORY     - 1968     MONUMENTED       USGS
 ER0667
 ER0667                          STATION DESCRIPTION
 ER0667
 ER0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0667'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 8.8 MILES EAST
 ER0667'ALONG U S HIGHWAY 60, 107 FEET SOUTH OF THE HIGHWAY, 3 FEET NORTHEAST
 ER0667'OF A WITNESS POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0559 ***********************************************************************
 ER0559  DESIGNATION -  96 DOR
 ER0559  PID         -  ER0559
 ER0559  STATE/COUNTY-  AZ/APACHE
 ER0559  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0559
 ER0559                         *CURRENT SURVEY CONTROL
 ER0559  ___________________________________________________________________
 ER0559* NAD 83(1986)-  34 54 05.     (N)    109 30 49.     (W)     SCALED    
 ER0559* NAVD 88     -      1830.154  (meters)    6004.43   (feet)  ADJUSTED  
 ER0559  ___________________________________________________________________
 ER0559  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0559  DYNAMIC HT  -        1827.529 (meters)    5995.82  (feet)  COMP
 ER0559  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 ER0559
 ER0559  VERT ORDER  -  SECOND    CLASS II
 ER0559
 ER0559.The horizontal coordinates were scaled from a topographic map and have
 ER0559.an estimated accuracy of +/- 6 seconds.
 ER0559
 ER0559.The orthometric height was determined by differential leveling
 ER0559.and adjusted by the National Geodetic Survey in June 1991..
 ER0559
 ER0559.The geoid height was determined by GEOID03.
 ER0559
 ER0559.The dynamic height is computed by dividing the NAVD 88
 ER0559.geopotential number by the normal gravity value computed on the
 ER0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0559.degrees latitude (g = 980.6199 gals.).
 ER0559
 ER0559.The modeled gravity was interpolated from observed gravity values.
 ER0559
 ER0559;                    North         East    Units  Estimated Accuracy
 ER0559;SPC AZ E     -   432,830.      273,040.      MT  (+/- 180 meters Scaled)
 ER0559
 ER0559                          SUPERSEDED SURVEY CONTROL
 ER0559
 ER0559.No superseded survey control is available for this station.
 ER0559
 ER0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD358631(NAD 83)
 ER0559_MARKER: DB = BENCH MARK DISK
 ER0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0559_SP_SET: CONCRETE POST
 ER0559_STAMPING: 96 DOR 1972 6001
 ER0559_MARK LOGO: USGS  
 ER0559_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0559+STABILITY: SURFACE MOTION
 ER0559
 ER0559  HISTORY     - Date     Condition        Report By
 ER0559  HISTORY     - 1972     MONUMENTED       USGS
 ER0559
 ER0559                          STATION DESCRIPTION
 ER0559
 ER0559'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0559'24.5 KM (15.20 MI) SOUTH FROM NAVAJO.
 ER0559'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0559'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0559'THENCE 2.3 MILES SOUTHEAST ALONG A TRACK ROAD TO A LARGE DRY WASH
 ER0559'CROSSING, 0.4 MILES SOUTHWEST OF A WINDMILLL, 0.2 MILES SOUTH OF THE
 ER0559'WASH CROSSING, 25 FEET SOUTHWEST OF THE ROAD AT A WIRE GATE, AND 1.0
 ER0559'FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0443 ***********************************************************************
 GQ0443  DESIGNATION -  96 DOR
 GQ0443  PID         -  GQ0443
 GQ0443  STATE/COUNTY-  AZ/MOHAVE
 GQ0443  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0443
 GQ0443                         *CURRENT SURVEY CONTROL
 GQ0443  ___________________________________________________________________
 GQ0443* NAD 83(1986)-  36 49 57.     (N)    113 34 25.     (W)     SCALED    
 GQ0443* NAVD 88     -      1459.123  (meters)    4787.14   (feet)  POSTED    
 GQ0443  ___________________________________________________________________
 GQ0443  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 GQ0443  DYNAMIC HT  -        1457.480 (meters)    4781.75  (feet)  COMP
 GQ0443  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 GQ0443
 GQ0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0443
 GQ0443.The horizontal coordinates were scaled from a topographic map and have
 GQ0443.an estimated accuracy of +/- 6 seconds.
 GQ0443
 GQ0443.The orthometric height was determined by differential leveling
 GQ0443.and adjusted by the National Geodetic Survey in 1992..
 GQ0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0443.rate of 0.0 thru 1.0 mm/km.
 GQ0443
 GQ0443.The geoid height was determined by GEOID03.
 GQ0443
 GQ0443.The dynamic height is computed by dividing the NAVD 88
 GQ0443.geopotential number by the normal gravity value computed on the
 GQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0443.degrees latitude (g = 980.6199 gals.).
 GQ0443
 GQ0443.The modeled gravity was interpolated from observed gravity values.
 GQ0443
 GQ0443;                    North         East    Units  Estimated Accuracy
 GQ0443;SPC AZ W     -   646,920.      229,090.      MT  (+/- 180 meters Scaled)
 GQ0443
 GQ0443                          SUPERSEDED SURVEY CONTROL
 GQ0443
 GQ0443.No superseded survey control is available for this station.
 GQ0443
 GQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF704793(NAD 83)
 GQ0443_MARKER: DB = BENCH MARK DISK
 GQ0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0443_SP_SET: COPPER-CLAD STEEL ROD
 GQ0443_STAMPING: 96 DOR 1970 4784
 GQ0443_MARK LOGO: USGS  
 GQ0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0443
 GQ0443  HISTORY     - Date     Condition        Report By
 GQ0443  HISTORY     - 1970     MONUMENTED       USGS
 GQ0443
 GQ0443                          STATION DESCRIPTION
 GQ0443
 GQ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0443'33.8 KM (21.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0443'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0443'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0443'ROAD TO THE ARIZONA STATE LINE, CONTINUE 13.3 MILES SOUTH ALONG MT.
 GQ0443'TRUMBULL ROAD, 50 FEET SOUTHEAST OF A DRY WASH, 37 FEET NORTH OF THE
 GQ0443'ROAD, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A
 GQ0443'PIPE PROJECTING 3-INCHES.
 GQ0443'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0443'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0664 ***********************************************************************
 GP0664  DESIGNATION -  96 DOR
 GP0664  PID         -  GP0664
 GP0664  STATE/COUNTY-  AZ/COCONINO
 GP0664  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0664
 GP0664                         *CURRENT SURVEY CONTROL
 GP0664  ___________________________________________________________________
 GP0664* NAD 83(1986)-  36 25 43.     (N)    110 53 45.     (W)     SCALED    
 GP0664* NAVD 88     -      1786.865  (meters)    5862.41   (feet)  ADJUSTED  
 GP0664  ___________________________________________________________________
 GP0664  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 GP0664  DYNAMIC HT  -        1784.642 (meters)    5855.11  (feet)  COMP
 GP0664  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 GP0664
 GP0664  VERT ORDER  -  SECOND    CLASS 0
 GP0664
 GP0664.The horizontal coordinates were scaled from a topographic map and have
 GP0664.an estimated accuracy of +/- 6 seconds.
 GP0664
 GP0664.The orthometric height was determined by differential leveling
 GP0664.and adjusted by the National Geodetic Survey in June 1991..
 GP0664
 GP0664.The geoid height was determined by GEOID03.
 GP0664
 GP0664.The dynamic height is computed by dividing the NAVD 88
 GP0664.geopotential number by the normal gravity value computed on the
 GP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0664.degrees latitude (g = 980.6199 gals.).
 GP0664
 GP0664.The modeled gravity was interpolated from observed gravity values.
 GP0664
 GP0664;                    North         East    Units  Estimated Accuracy
 GP0664;SPC AZ C     -   602,550.      304,890.      MT  (+/- 180 meters Scaled)
 GP0664
 GP0664                          SUPERSEDED SURVEY CONTROL
 GP0664
 GP0664  NGVD 29 (??/??/92) 1785.91   (m)         5859.3    (f) COMPUTED    2 0
 GP0664
 GP0664.Superseded values are not recommended for survey control.
 GP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0664.See file dsdata.txt to determine how the superseded data were derived.
 GP0664
 GP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF093314(NAD 83)
 GP0664_MARKER: DB = BENCH MARK DISK
 GP0664_SETTING: 66 = SET IN ROCK OUTCROP
 GP0664_SP_SET: ROCK OUTCROP
 GP0664_STAMPING: 96 DOR 1969 5859
 GP0664_MARK LOGO: USGS  
 GP0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0664+STABILITY: POSITION/ELEVATION WELL
 GP0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0664+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0664
 GP0664  HISTORY     - Date     Condition        Report By
 GP0664  HISTORY     - 1969     MONUMENTED       USGS
 GP0664
 GP0664                          STATION DESCRIPTION
 GP0664
 GP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0664'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0664'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0664'NORTH, THENCE 2.9 MILES NORTH TO A CURVE IN THE ROAD, 0.1 MILES SOUTH
 GP0664'OF A Y-ROAD NORTHWEST, 110 FEET WEST AND 2 FEET LOWER THAN THE ROAD,
 GP0664'75 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 3 FEET
 GP0664'SOUTHWEST OF A WITNESS, IN A SANDSTONE OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0434 ***********************************************************************
 DV0434  DESIGNATION -  96 Z
 DV0434  PID         -  DV0434
 DV0434  STATE/COUNTY-  AZ/MARICOPA
 DV0434  USGS QUAD   -  TOLLESON (1982)
 DV0434
 DV0434                         *CURRENT SURVEY CONTROL
 DV0434  ___________________________________________________________________
 DV0434* NAD 83(1986)-  33 24 22.     (N)    112 22 31.     (W)     SCALED    
 DV0434* NAVD 88     -       281.73   (+/-2cm)     924.3    (feet)  VERTCON   
 DV0434  ___________________________________________________________________
 DV0434  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0434
 DV0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0434
 DV0434.The horizontal coordinates were scaled from a topographic map and have
 DV0434.an estimated accuracy of +/- 6 seconds.
 DV0434
 DV0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0434.The vertical order pertains to the NGVD 29 superseded value.
 DV0434
 DV0434.The geoid height was determined by GEOID03.
 DV0434
 DV0434;                    North         East    Units  Estimated Accuracy
 DV0434;SPC AZ C     -   266,880.      170,700.      MT  (+/- 180 meters Scaled)
 DV0434
 DV0434                          SUPERSEDED SURVEY CONTROL
 DV0434
 DV0434  NGVD 29 (??/??/92)  281.088  (m)          922.20   (f) ADJ UNCH    2 0
 DV0434
 DV0434.Superseded values are not recommended for survey control.
 DV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0434.See file dsdata.txt to determine how the superseded data were derived.
 DV0434
 DV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB721971(NAD 83)
 DV0434_MARKER: DD = SURVEY DISK
 DV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0434_STAMPING: 96 Z 1962
 DV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0434+STABILITY: SURFACE MOTION
 DV0434
 DV0434  HISTORY     - Date     Condition        Report By
 DV0434  HISTORY     - 1962     MONUMENTED       AZHD
 DV0434  HISTORY     - 1962     GOOD             NGS
 DV0434  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0434
 DV0434                          STATION DESCRIPTION
 DV0434
 DV0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0434'3.9 MI SW FROM AVONDALE.
 DV0434'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0434'THENCE 2 MILES SOUTH ON LITCHFIELD RD, THENCE 1 MILE WEST ALONG
 DV0434'BROADWAY TO THE JUNCTION OF BULLARD RD AND THE MARK SET IN THE TOP OF
 DV0434'A CONCRETE POST FLUSH WITH THE GROUND ELEVATION THE MARK IS LOCATED
 DV0434'21.5 FT. SOUTHWEST OF POWER POLE NO. 59, 33 FT. SOUTH OF THE CENTER OF
 DV0434'BROADWAY, 29 FT. WEST OF THE CENTER OF BULLARD RD, 2 FT. NORTH OF A
 DV0434'WITNESS POST, AND 3.5 SOUTHWEST OF A FENCECORNER.
 DV0434
 DV0434                          STATION RECOVERY (1992)
 DV0434
 DV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0434'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0323 ***********************************************************************
 DA0323  DESIGNATION -  96+06
 DA0323  PID         -  DA0323
 DA0323  STATE/COUNTY-  AZ/PIMA
 DA0323  USGS QUAD   -  AJO SOUTH (1990)
 DA0323
 DA0323                         *CURRENT SURVEY CONTROL
 DA0323  ___________________________________________________________________
 DA0323* NAD 83(1986)-  32 21 50.     (N)    112 50 13.     (W)     SCALED    
 DA0323* NAVD 88     -       518.884  (meters)    1702.37   (feet)  ADJUSTED  
 DA0323  ___________________________________________________________________
 DA0323  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0323  DYNAMIC HT  -         518.221 (meters)    1700.20  (feet)  COMP
 DA0323  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DA0323
 DA0323  VERT ORDER  -  FIRST     CLASS II
 DA0323
 DA0323.The horizontal coordinates were scaled from a topographic map and have
 DA0323.an estimated accuracy of +/- 6 seconds.
 DA0323
 DA0323.The orthometric height was determined by differential leveling
 DA0323.and adjusted by the National Geodetic Survey in June 1991..
 DA0323
 DA0323.The geoid height was determined by GEOID03.
 DA0323
 DA0323.The dynamic height is computed by dividing the NAVD 88
 DA0323.geopotential number by the normal gravity value computed on the
 DA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0323.degrees latitude (g = 980.6199 gals.).
 DA0323
 DA0323.The modeled gravity was interpolated from observed gravity values.
 DA0323
 DA0323;                    North         East    Units  Estimated Accuracy
 DA0323;SPC AZ C     -   151,590.      126,750.      MT  (+/- 180 meters Scaled)
 DA0323
 DA0323                          SUPERSEDED SURVEY CONTROL
 DA0323
 DA0323  NGVD 29 (??/??/92)  518.204  (m)         1700.14   (f) ADJ UNCH    1 2
 DA0323
 DA0323.Superseded values are not recommended for survey control.
 DA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0323.See file dsdata.txt to determine how the superseded data were derived.
 DA0323
 DA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA271822(NAD 83)
 DA0323_MARKER: DD = SURVEY DISK
 DA0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0323_SP_SET: CULVERT
 DA0323_STAMPING: 1700.26 96+06 1938
 DA0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0323+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0323
 DA0323  HISTORY     - Date     Condition        Report By
 DA0323  HISTORY     - 1938     MONUMENTED       AZHD
 DA0323  HISTORY     - 1961     GOOD             NGS
 DA0323  HISTORY     - 1981     GOOD             NGS
 DA0323  HISTORY     - 20060218 GOOD             USPSQD
 DA0323
 DA0323                          STATION DESCRIPTION
 DA0323
 DA0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0323'1.8 MI SE FROM AJO.
 DA0323'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0323'RAILROAD FROM THE STATION AT AJO.  THENCE 1.65 MILE SOUTHEAST ALONG
 DA0323'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0323'HEADWALL OF A CONCRETE CULVERT, 16 1/2 FEET SOUTHWEST OF THE CENTER
 DA0323'LINE OF THE HIGHWAY, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 DA0323'HIGHWAY.
 DA0323
 DA0323                          STATION RECOVERY (1981)
 DA0323
 DA0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0323'RECOVERED IN GOOD CONDITION.
 DA0323
 DA0323                          STATION RECOVERY (2006)
 DA0323
 DA0323'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0771 ***********************************************************************
 DW0771  DESIGNATION -  961.60
 DW0771  PID         -  DW0771
 DW0771  STATE/COUNTY-  AZ/LA PAZ
 DW0771  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0771
 DW0771                         *CURRENT SURVEY CONTROL
 DW0771  ___________________________________________________________________
 DW0771* NAD 83(1986)-  33 39 19.     (N)    114 15 27.     (W)     SCALED    
 DW0771* NAVD 88     -       293.860  (meters)     964.11   (feet)  ADJUSTED  
 DW0771  ___________________________________________________________________
 DW0771  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0771  DYNAMIC HT  -         293.531 (meters)     963.03  (feet)  COMP
 DW0771  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 DW0771
 DW0771  VERT ORDER  -  FIRST     CLASS II
 DW0771
 DW0771.The horizontal coordinates were scaled from a topographic map and have
 DW0771.an estimated accuracy of +/- 6 seconds.
 DW0771
 DW0771.The orthometric height was determined by differential leveling
 DW0771.and adjusted by the National Geodetic Survey in June 1991..
 DW0771
 DW0771.The geoid height was determined by GEOID03.
 DW0771
 DW0771.The dynamic height is computed by dividing the NAVD 88
 DW0771.geopotential number by the normal gravity value computed on the
 DW0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0771.degrees latitude (g = 980.6199 gals.).
 DW0771
 DW0771.The modeled gravity was interpolated from observed gravity values.
 DW0771
 DW0771;                    North         East    Units  Estimated Accuracy
 DW0771;SPC AZ W     -   294,550.      166,290.      MT  (+/- 180 meters Scaled)
 DW0771
 DW0771                          SUPERSEDED SURVEY CONTROL
 DW0771
 DW0771  NGVD 29 (??/??/??)  293.173  (m)          961.85   (f) ADJUSTED    1 2
 DW0771
 DW0771.Superseded values are not recommended for survey control.
 DW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0771.See file dsdata.txt to determine how the superseded data were derived.
 DW0771
 DW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543273(NAD 83)
 DW0771_MARKER: DD = SURVEY DISK
 DW0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0771_SP_SET: HEADWALL
 DW0771_STAMPING: 961.60 918+20 1932
 DW0771_MARK LOGO: AZHD  
 DW0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0771
 DW0771  HISTORY     - Date     Condition        Report By
 DW0771  HISTORY     - 1932     MONUMENTED       AZHD
 DW0771  HISTORY     - 1962     GOOD             NGS
 DW0771  HISTORY     - 1981     GOOD             NGS
 DW0771
 DW0771                          STATION DESCRIPTION
 DW0771
 DW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0771'1.8 MI W FROM QUARTZSITE.
 DW0771'1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0771'AT QUARTZSITE, THENCE 0.6 MILE WEST ALONG OLD U.S. HIGHWAY 60,
 DW0771'SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A 2.5 FOOT CONCRETE
 DW0771'PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, AND
 DW0771'IS ABOUT LEVEL WITH THE OLD HIGHWAY.
 DW0771
 DW0771                          STATION RECOVERY (1981)
 DW0771
 DW0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0771'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0771'95 OVERPASS IN QUARTZSITE, THENCE 1.7 KM (1.05 MI) WEST ALONG THE
 DW0771'SOUTH FRONTAGE ROAD (OLD U.S. HIGHWAY 60), 0.2 KM (0.1 MI)
 DW0771'WEST-SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE
 DW0771'JULIAN MINE, IN THE TOP CENTER OF THE SOUTH HEADWALL FOR A 30-INCH
 DW0771'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 4.5 METERS (15.0 FT)
 DW0771'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DW0771'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0312 ***********************************************************************
 FS0312  DESIGNATION -  963+40
 FS0312  PID         -  FS0312
 FS0312  STATE/COUNTY-  AZ/MOHAVE
 FS0312  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0312
 FS0312                         *CURRENT SURVEY CONTROL
 FS0312  ___________________________________________________________________
 FS0312* NAD 83(1986)-  35 35 48.     (N)    114 23 57.     (W)     SCALED    
 FS0312* NAVD 88     -       830.149  (meters)    2723.58   (feet)  POSTED    
 FS0312  ___________________________________________________________________
 FS0312  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0312  DYNAMIC HT  -         829.220 (meters)    2720.53  (feet)  COMP
 FS0312  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 FS0312
 FS0312  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0312
 FS0312.The horizontal coordinates were scaled from a topographic map and have
 FS0312.an estimated accuracy of +/- 6 seconds.
 FS0312
 FS0312.The orthometric height was determined by differential leveling
 FS0312.and adjusted by the National Geodetic Survey in 1992..
 FS0312.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0312.rate of 4.1 thru 8.0 mm/km.
 FS0312
 FS0312.The geoid height was determined by GEOID03.
 FS0312
 FS0312.The dynamic height is computed by dividing the NAVD 88
 FS0312.geopotential number by the normal gravity value computed on the
 FS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0312.degrees latitude (g = 980.6199 gals.).
 FS0312
 FS0312.The modeled gravity was interpolated from observed gravity values.
 FS0312
 FS0312;                    North         East    Units  Estimated Accuracy
 FS0312;SPC AZ W     -   509,980.      154,540.      MT  (+/- 180 meters Scaled)
 FS0312
 FS0312                          SUPERSEDED SURVEY CONTROL
 FS0312
 FS0312  NGVD 29 (??/??/92)  829.401  (m)         2721.13   (f) ADJ UNCH    1 1
 FS0312
 FS0312.Superseded values are not recommended for survey control.
 FS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0312.See file dsdata.txt to determine how the superseded data were derived.
 FS0312
 FS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV356423(NAD 83)
 FS0312_MARKER: DD = SURVEY DISK
 FS0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0312_SP_SET: CULVERT
 FS0312_STAMPING: 963+40 2722.01 1935
 FS0312_MARK LOGO: AZHD  
 FS0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0312
 FS0312  HISTORY     - Date     Condition        Report By
 FS0312  HISTORY     - 1935     MONUMENTED       AZHD
 FS0312  HISTORY     - 1949     GOOD             NGS
 FS0312  HISTORY     - 1982     GOOD             NGS
 FS0312
 FS0312                          STATION DESCRIPTION
 FS0312
 FS0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0312'16 MI NW FROM GRASSHOPPER JUNCTION.
 FS0312'16.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0312'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0312'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0312'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.4 FEET SOUTHWEST
 FS0312'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0312'HIGHWAY.
 FS0312
 FS0312                          STATION RECOVERY (1982)
 FS0312
 FS0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0312'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1225 ***********************************************************************
 DU1225  DESIGNATION -  96+40
 DU1225  PID         -  DU1225
 DU1225  STATE/COUNTY-  AZ/GILA
 DU1225  USGS QUAD   -  CARRIZO (1978)
 DU1225
 DU1225                         *CURRENT SURVEY CONTROL
 DU1225  ___________________________________________________________________
 DU1225* NAD 83(1986)-  33 56 09.     (N)    110 20 16.     (W)     SCALED    
 DU1225* NAVD 88     -      1666.866  (meters)    5468.71   (feet)  ADJUSTED  
 DU1225  ___________________________________________________________________
 DU1225  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 DU1225  DYNAMIC HT  -        1664.474 (meters)    5460.86  (feet)  COMP
 DU1225  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 DU1225
 DU1225  VERT ORDER  -  FIRST     CLASS II
 DU1225
 DU1225.The horizontal coordinates were scaled from a topographic map and have
 DU1225.an estimated accuracy of +/- 6 seconds.
 DU1225
 DU1225.The orthometric height was determined by differential leveling
 DU1225.and adjusted by the National Geodetic Survey in June 1991..
 DU1225
 DU1225.The geoid height was determined by GEOID03.
 DU1225
 DU1225.The dynamic height is computed by dividing the NAVD 88
 DU1225.geopotential number by the normal gravity value computed on the
 DU1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1225.degrees latitude (g = 980.6199 gals.).
 DU1225
 DU1225.The modeled gravity was interpolated from observed gravity values.
 DU1225
 DU1225;                    North         East    Units  Estimated Accuracy
 DU1225;SPC AZ E     -   325,550.      197,540.      MT  (+/- 180 meters Scaled)
 DU1225
 DU1225                          SUPERSEDED SURVEY CONTROL
 DU1225
 DU1225.No superseded survey control is available for this station.
 DU1225
 DU1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC612552(NAD 83)
 DU1225_MARKER: DB = BENCH MARK DISK
 DU1225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1225_SP_SET: CONCRETE HEADWALL
 DU1225_STAMPING: 35 KSM 1947 5940.65 96+40
 DU1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1225+STABILITY: SURFACE MOTION
 DU1225
 DU1225  HISTORY     - Date     Condition        Report By
 DU1225  HISTORY     - 1947     MONUMENTED       AZHD
 DU1225  HISTORY     - 1979     GOOD             NGS
 DU1225
 DU1225                          STATION DESCRIPTION
 DU1225
 DU1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1225'55.1 MI NE FROM GLOBE.
 DU1225'17.1 MILES NORTHEAST ALONG U.S. HIGHWAY FROM THE SALT RIVER BRIDGE
 DU1225'IN THE SALT RIVER CANYON, 0.05 MILE NORTH OF MILE MARKER NUMBER 310,
 DU1225'SET IN THE CENTER OF THE WESTERN CONCRETE HEADWALL, 24 FEET NORTHWEST
 DU1225'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU1225'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1225'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0262 ***********************************************************************
 CZ0262  DESIGNATION -  964+75.3
 CZ0262  PID         -  CZ0262
 CZ0262  STATE/COUNTY-  AZ/PIMA
 CZ0262  USGS QUAD   -  VAIL (1981)
 CZ0262
 CZ0262                         *CURRENT SURVEY CONTROL
 CZ0262  ___________________________________________________________________
 CZ0262* NAD 83(1986)-  32 01 41.     (N)    110 43 20.     (W)     SCALED    
 CZ0262* NAVD 88     -       992.78   (+/-2cm)    3257.1    (feet)  VERTCON   
 CZ0262  ___________________________________________________________________
 CZ0262  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CZ0262
 CZ0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0262
 CZ0262.The horizontal coordinates were scaled from a topographic map and have
 CZ0262.an estimated accuracy of +/- 6 seconds.
 CZ0262
 CZ0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0262.The vertical order pertains to the NGVD 29 superseded value.
 CZ0262
 CZ0262.The geoid height was determined by GEOID03.
 CZ0262
 CZ0262;                    North         East    Units  Estimated Accuracy
 CZ0262;SPC AZ C     -   114,600.      326,190.      MT  (+/- 180 meters Scaled)
 CZ0262
 CZ0262                          SUPERSEDED SURVEY CONTROL
 CZ0262
 CZ0262  NGVD 29 (??/??/92)  992.058  (m)         3254.78   (f) ADJ UNCH    2 0
 CZ0262
 CZ0262.Superseded values are not recommended for survey control.
 CZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0262.See file dsdata.txt to determine how the superseded data were derived.
 CZ0262
 CZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA262435(NAD 83)
 CZ0262_MARKER: DD = SURVEY DISK
 CZ0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0262_SP_SET: BRIDGE
 CZ0262_STAMPING: 3255.16 964 + 75.3 1956
 CZ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0262
 CZ0262  HISTORY     - Date     Condition        Report By
 CZ0262  HISTORY     - 1956     MONUMENTED       AZHD
 CZ0262  HISTORY     - 1960     GOOD             NGS
 CZ0262  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0262
 CZ0262                          STATION DESCRIPTION
 CZ0262
 CZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0262'17.8 MI SE FROM TUCSON.
 CZ0262'17.8 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0262'HIGHWAY 89 AT TUCSON, 19 FEET NORTH OF THE CENTERLINE OF THE EAST
 CZ0262'BOUND TRAFFIC LANE, 0.1 MILE WEST OF THE SAGUARO NATIONAL MONUMENT
 CZ0262'SIGN, SET IN THE TOP AND CENTER OF THE NORTH CONCRETE HEADWALL OF A
 CZ0262'BRIDGE.
 CZ0262
 CZ0262                          STATION RECOVERY (1979)
 CZ0262
 CZ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0262'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0029 ***********************************************************************
 CZ0029  DESIGNATION -  966
 CZ0029  PID         -  CZ0029
 CZ0029  STATE/COUNTY-  AZ/COCHISE
 CZ0029  USGS QUAD   -  DRAGOON (1995)
 CZ0029
 CZ0029                         *CURRENT SURVEY CONTROL
 CZ0029  ___________________________________________________________________
 CZ0029* NAD 83(1986)-  32 05 49.     (N)    110 02 07.     (W)     SCALED    
 CZ0029* NAVD 88     -      1431.220  (meters)    4695.59   (feet)  ADJUSTED  
 CZ0029  ___________________________________________________________________
 CZ0029  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CZ0029  DYNAMIC HT  -        1429.030 (meters)    4688.41  (feet)  COMP
 CZ0029  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 CZ0029
 CZ0029  VERT ORDER  -  FIRST     CLASS II
 CZ0029
 CZ0029.The horizontal coordinates were scaled from a topographic map and have
 CZ0029.an estimated accuracy of +/- 6 seconds.
 CZ0029
 CZ0029.The orthometric height was determined by differential leveling
 CZ0029.and adjusted by the National Geodetic Survey in June 1991..
 CZ0029
 CZ0029.The geoid height was determined by GEOID03.
 CZ0029
 CZ0029.The dynamic height is computed by dividing the NAVD 88
 CZ0029.geopotential number by the normal gravity value computed on the
 CZ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0029.degrees latitude (g = 980.6199 gals.).
 CZ0029
 CZ0029.The modeled gravity was interpolated from observed gravity values.
 CZ0029
 CZ0029;                    North         East    Units  Estimated Accuracy
 CZ0029;SPC AZ E     -   121,620.      225,760.      MT  (+/- 180 meters Scaled)
 CZ0029
 CZ0029                          SUPERSEDED SURVEY CONTROL
 CZ0029
 CZ0029  NGVD 29 (??/??/92) 1430.349  (m)         4692.74   (f) ADJ UNCH    1 2
 CZ0029
 CZ0029.Superseded values are not recommended for survey control.
 CZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0029.See file dsdata.txt to determine how the superseded data were derived.
 CZ0029
 CZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA910515(NAD 83)
 CZ0029_MARKER: DD = SURVEY DISK
 CZ0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0029_SP_SET: BRIDGE
 CZ0029_STAMPING: 966 4693.54 1958
 CZ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0029
 CZ0029  HISTORY     - Date     Condition        Report By
 CZ0029  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0029  HISTORY     - 1960     GOOD             NGS
 CZ0029  HISTORY     - 1979     GOOD             NGS
 CZ0029
 CZ0029                          STATION DESCRIPTION
 CZ0029
 CZ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0029'19.35 MI E FROM BENSON.
 CZ0029'19.35 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0029'HIGHWAY 86, 0.35 MILES WEST OF MILEPOST 312, 37 FEET SOUTH OF THE
 CZ0029'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 10 FEET SOUTH
 CZ0029'OF GUARD RAIL, SET IN THE CENTER OF THE SOUTH HEADWALL OF LARGE
 CZ0029'CONCRETE BRIDGE OVER A WASH, ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 CZ0029
 CZ0029                          STATION RECOVERY (1979)
 CZ0029
 CZ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0029'31.5 KILOMETERS (19.6 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0029'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0029'OF THE SOUTHEAST HEADWALL FOR THE EASTBOUND BRIDGE OVER A WASH, 0.1
 CZ0029'KILOMETER (0.05 MILE) SOUTHWEST OF HIGHWAY MILE POST 324, 11 METERS
 CZ0029'(36 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC
 CZ0029'LANES.
 CZ0029'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0310 ***********************************************************************
 FS0310  DESIGNATION -  968+00
 FS0310  PID         -  FS0310
 FS0310  STATE/COUNTY-  AZ/MOHAVE
 FS0310  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0310
 FS0310                         *CURRENT SURVEY CONTROL
 FS0310  ___________________________________________________________________
 FS0310* NAD 83(1986)-  35 35 58.     (N)    114 24 03.     (W)     SCALED    
 FS0310* NAVD 88     -       829.390  (meters)    2721.09   (feet)  POSTED    
 FS0310  ___________________________________________________________________
 FS0310  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0310  DYNAMIC HT  -         828.460 (meters)    2718.04  (feet)  COMP
 FS0310  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 FS0310
 FS0310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0310
 FS0310.The horizontal coordinates were scaled from a topographic map and have
 FS0310.an estimated accuracy of +/- 6 seconds.
 FS0310
 FS0310.The orthometric height was determined by differential leveling
 FS0310.and adjusted by the National Geodetic Survey in 1992..
 FS0310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0310.rate of 4.1 thru 8.0 mm/km.
 FS0310
 FS0310.The geoid height was determined by GEOID03.
 FS0310
 FS0310.The dynamic height is computed by dividing the NAVD 88
 FS0310.geopotential number by the normal gravity value computed on the
 FS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0310.degrees latitude (g = 980.6199 gals.).
 FS0310
 FS0310.The modeled gravity was interpolated from observed gravity values.
 FS0310
 FS0310;                    North         East    Units  Estimated Accuracy
 FS0310;SPC AZ W     -   510,290.      154,390.      MT  (+/- 180 meters Scaled)
 FS0310
 FS0310                          SUPERSEDED SURVEY CONTROL
 FS0310
 FS0310  NGVD 29 (??/??/92)  828.644  (m)         2718.64   (f) ADJ UNCH    1 1
 FS0310
 FS0310.Superseded values are not recommended for survey control.
 FS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0310.See file dsdata.txt to determine how the superseded data were derived.
 FS0310
 FS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV354426(NAD 83)
 FS0310_MARKER: DD = SURVEY DISK
 FS0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0310_SP_SET: CULVERT
 FS0310_STAMPING: 968+00 2719.55 1935
 FS0310_MARK LOGO: AZHD  
 FS0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0310
 FS0310  HISTORY     - Date     Condition        Report By
 FS0310  HISTORY     - 1935     MONUMENTED       AZHD
 FS0310  HISTORY     - 1949     GOOD             NGS
 FS0310  HISTORY     - 1982     GOOD             NGS
 FS0310
 FS0310                          STATION DESCRIPTION
 FS0310
 FS0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0310'16.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0310'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0310'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0310'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0310'SOUTHWEST CONCRETE HEAD WALL, 15.9 FEET SOUTHWEST OF THE
 FS0310'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0310
 FS0310                          STATION RECOVERY (1982)
 FS0310
 FS0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0310'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0045 ***********************************************************************
 EU0045  DESIGNATION -  968.71
 EU0045  PID         -  EU0045
 EU0045  STATE/COUNTY-  AZ/MOHAVE
 EU0045  USGS QUAD   -  FRANCONIA (1970)
 EU0045
 EU0045                         *CURRENT SURVEY CONTROL
 EU0045  ___________________________________________________________________
 EU0045* NAD 83(1986)-  34 43 45.     (N)    114 18 47.     (W)     SCALED    
 EU0045* NAVD 88     -       295.92   (+/-2cm)     970.9    (feet)  VERTCON   
 EU0045  ___________________________________________________________________
 EU0045  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EU0045
 EU0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0045
 EU0045.The horizontal coordinates were scaled from a topographic map and have
 EU0045.an estimated accuracy of +/- 6 seconds.
 EU0045
 EU0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0045.The vertical order pertains to the NGVD 29 superseded value.
 EU0045
 EU0045.The geoid height was determined by GEOID03.
 EU0045
 EU0045;                    North         East    Units  Estimated Accuracy
 EU0045;SPC AZ W     -   413,690.      161,790.      MT  (+/- 180 meters Scaled)
 EU0045
 EU0045                          SUPERSEDED SURVEY CONTROL
 EU0045
 EU0045  NGVD 29 (??/??/??)  295.254  (m)          968.68   (f) ADJUSTED    2 0
 EU0045
 EU0045.Superseded values are not recommended for survey control.
 EU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0045.See file dsdata.txt to determine how the superseded data were derived.
 EU0045
 EU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU460462(NAD 83)
 EU0045_MARKER: DD = SURVEY DISK
 EU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0045_SP_SET: CULVERT
 EU0045_STAMPING: 968.71 526X96-50 1951
 EU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0045
 EU0045  HISTORY     - Date     Condition        Report By
 EU0045  HISTORY     - 1951     MONUMENTED       AZHD
 EU0045  HISTORY     - 1961     GOOD             NGS
 EU0045  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0045
 EU0045                          STATION DESCRIPTION
 EU0045
 EU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0045'10.2 MI E FROM TOPOCK.
 EU0045'ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0045'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0045'ABOUT 0.15 MILES WEST OF THE JUNCTION OF AN ASPHALT ROAD TO SITE
 EU0045'SIX, NEAR MILE POST 10, SET IN THE TOP AND APPROXIMATE CENTER OF
 EU0045'THE SOUTH HEADWALL OF A 45 FOOT CONCRETE BOX CULVERT WITH 4
 EU0045'OPENINGS, 22 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0045'75 FEET WEST OF MILE POST 10, AND ABOUT 1 FOOT BELOW THE LEVEL
 EU0045'OF THE ROAD.
 EU0045
 EU0045                          STATION RECOVERY (1981)
 EU0045
 EU0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0045'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0539 ***********************************************************************
 DV0539  DESIGNATION -  96.95
 DV0539  PID         -  DV0539
 DV0539  STATE/COUNTY-  AZ/MARICOPA
 DV0539  USGS QUAD   -  PHOENIX (1982)
 DV0539
 DV0539                         *CURRENT SURVEY CONTROL
 DV0539  ___________________________________________________________________
 DV0539* NAD 83(1986)-  33 28 40.     (N)    112 06 48.     (W)     SCALED    
 DV0539* NAVD 88     -       334.28   (+/-2cm)    1096.7    (feet)  VERTCON   
 DV0539  ___________________________________________________________________
 DV0539  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0539
 DV0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0539
 DV0539.The horizontal coordinates were scaled from a topographic map and have
 DV0539.an estimated accuracy of +/- 6 seconds.
 DV0539
 DV0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0539.The vertical order pertains to the NGVD 29 superseded value.
 DV0539
 DV0539.The geoid height was determined by GEOID03.
 DV0539
 DV0539;                    North         East    Units  Estimated Accuracy
 DV0539;SPC AZ C     -   274,750.      195,080.      MT  (+/- 180 meters Scaled)
 DV0539
 DV0539                          SUPERSEDED SURVEY CONTROL
 DV0539
 DV0539  NGVD 29 (??/??/92)  333.661  (m)         1094.69   (f) ADJ UNCH    2 0
 DV0539
 DV0539.Superseded values are not recommended for survey control.
 DV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0539.See file dsdata.txt to determine how the superseded data were derived.
 DV0539
 DV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965048(NAD 83)
 DV0539_MARKER: DD = SURVEY DISK
 DV0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0539_SP_SET: CULVERT
 DV0539_STAMPING: 96.95
 DV0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0539
 DV0539  HISTORY     - Date     Condition        Report By
 DV0539  HISTORY     - UNK      MONUMENTED       AZHD
 DV0539  HISTORY     - 1949     GOOD             NGS
 DV0539
 DV0539                          STATION DESCRIPTION
 DV0539
 DV0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0539'3.8 MI NW FROM PHOENIX.
 DV0539'3.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0539'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0539'60-70-89, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 DV0539'ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN THE TOP OF THE
 DV0539'NORTHEAST CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1423 ***********************************************************************
 DU1423  DESIGNATION -  96TH
 DU1423  PID         -  DU1423
 DU1423  STATE/COUNTY-  AZ/MARICOPA
 DU1423  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1423
 DU1423                         *CURRENT SURVEY CONTROL
 DU1423  ___________________________________________________________________
 DU1423* NAD 83(1992)-  33 23 11.37602(N)    111 37 27.39128(W)     ADJUSTED  
 DU1423* NAVD 88     -       452.423  (meters)    1484.32   (feet)  ADJUSTED  
 DU1423  ___________________________________________________________________
 DU1423  X           -  -1,964,704.803 (meters)                     COMP
 DU1423  Y           -  -4,956,141.875 (meters)                     COMP
 DU1423  Z           -   3,490,062.061 (meters)                     COMP
 DU1423  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 DU1423  ELLIP HEIGHT-         422.84  (meters)          (06/11/02) GPS OBS
 DU1423  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1423  DYNAMIC HT  -         451.880 (meters)    1482.54  (feet)  COMP
 DU1423  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1423
 DU1423  HORZ ORDER  -  SECOND
 DU1423  VERT ORDER  -  FIRST     CLASS I
 DU1423  ELLP ORDER  -  FOURTH    CLASS II
 DU1423
 DU1423.The horizontal coordinates were established by classical geodetic methods
 DU1423.and adjusted by the National Geodetic Survey in August 1993..
 DU1423
 DU1423.The orthometric height was determined by differential leveling
 DU1423.and adjusted by the National Geodetic Survey in November 1993..
 DU1423
 DU1423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1423
 DU1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1423
 DU1423.The ellipsoidal height was determined by GPS observations
 DU1423.and is referenced to NAD 83.
 DU1423
 DU1423.The geoid height was determined by GEOID03.
 DU1423
 DU1423.The dynamic height is computed by dividing the NAVD 88
 DU1423.geopotential number by the normal gravity value computed on the
 DU1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1423.degrees latitude (g = 980.6199 gals.).
 DU1423
 DU1423.The modeled gravity was interpolated from observed gravity values.
 DU1423
 DU1423;                    North         East     Units Scale Factor Converg.
 DU1423;SPC AZ C     -   264,650.616   240,562.477   MT  0.99990912   +0 09 39.2
 DU1423;SPC AZ C     -   868,276.30    789,246.97   iFT  0.99990912   +0 09 39.2
 DU1423;UTM  12      - 3,694,309.029   441,937.928   MT  0.99964156   -0 20 36.7
 DU1423
 DU1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1423!SPC AZ C     -   0.99993362  x   0.99990912  =   0.99984275
 DU1423!UTM  12      -   0.99993362  x   0.99964156  =   0.99957520
 DU1423
 DU1423|---------------------------------------------------------------------|
 DU1423| PID    Reference Object                     Distance      Geod. Az  |
 DU1423|                                                           dddmmss.s |
 DU1423| DU1424 96TH RM 1                            12.804 METERS 09007     |
 DU1423| DU1929 GLENMAR                             APPROX. 1.6 KM 2700525.7 |
 DU1423| DU1422 96TH RM 2                            12.808 METERS 27013     |
 DU1423|---------------------------------------------------------------------|
 DU1423
 DU1423                          SUPERSEDED SURVEY CONTROL
 DU1423
 DU1423  ELLIP H (08/23/93)  422.89   (m)                       GP(       ) 4 2
 DU1423  NAD 83(1986)-  33 23 11.37147(N)    111 37 27.39517(W) AD(       ) 2
 DU1423  NAD 27      -  33 23 11.19697(N)    111 37 24.91180(W) AD(       ) 2
 DU1423  NGVD 29 (??/??/92)  452.280  (m)         1483.86   (f) ADJ UNCH    1 1
 DU1423
 DU1423.Superseded values are not recommended for survey control.
 DU1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1423.See file dsdata.txt to determine how the superseded data were derived.
 DU1423
 DU1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4193894309(NAD 83)
 DU1423_MARKER: DD = SURVEY DISK
 DU1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1423_SP_SET: CONCRETE POST
 DU1423_STAMPING: 96TH P M GS
 DU1423_MARK LOGO: AZDT  
 DU1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1423+STABILITY: SURFACE MOTION
 DU1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1423+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1423
 DU1423  HISTORY     - Date     Condition        Report By
 DU1423  HISTORY     - 1974     MONUMENTED       AZDT
 DU1423  HISTORY     - 1975     GOOD             AZDT
 DU1423  HISTORY     - 1984     GOOD             AZDT
 DU1423  HISTORY     - 1986     GOOD             AZDT
 DU1423
 DU1423                          STATION DESCRIPTION
 DU1423
 DU1423'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1423'THE STATION IS LOCATED ABOUT 4.7 MILES WEST SOUTHWEST OF APACHE
 DU1423'JUNCTION AND 12.5 MILES EAST SOUTHEAST OF MESA ALONG THE PROPOSED
 DU1423'SUPERSTITION FREEWAY CENTERLINE.
 DU1423'
 DU1423'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT LEVEL
 DU1423'WITH THE GROUND SURFACE.  THE STATION IS MARKED WITH A WITNESS
 DU1423'POST.
 DU1423'
 DU1423'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1423'PROJECTING 3 INCHES.
 DU1423'
 DU1423'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1423'PROJECTING 4 INCHES.
 DU1423'
 DU1423'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1423'STATE ROUTE 88 AT APACHE JUNCTION, GO WEST ON U.S. 60, 80 AND 89
 DU1423'FOR 4.9 MILES TO ELLSWORTH ROAD, TURN SOUTH ON ELLSWORTH RD. FOR
 DU1423'2 MILES CROSSING BROADWAY AND SOUTHERN AVE. TO A IRRIGATION PUMP
 DU1423'ON THE RIGHT.  TURN RIGHT (WEST) THROUGH A CABLE GATE AND TAKE
 DU1423'THE LEFT ROAD FORK PASSING THROUGH A DIP AND GO .05 MILES.  TAKE
 DU1423'RIGHT FORK PAST A PUMP STATION TO A NORTH-SOUTH ROAD ALONG A
 DU1423'LARGE DITCH, CROSS DITCH AND CONTINUE ON TRACK ROAD (EASTERLY) FOR
 DU1423'0.2 MILES TO A ROAD FORK.  TAKE LEFT ROAD FORK FOR ABOUT 200
 DU1423'FEET TO STATION MARKED WITH A WITNESS POST.
 DU1423'
 DU1423'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1423
 DU1423                          STATION RECOVERY (1975)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1423'6.6 MI SE FROM BUCKHORN.
 DU1423'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1423'EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  3 FT. WEST
 DU1423'OF P AND M SURVEY SIGN.  10 FT. WEST OF A TRACK ROAD.  SUPERSTITION
 DU1423'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP
 DU1423'SET IN A CYLINDRICAL 12 IN. CONCRETE POST, FLUSH WITH THE GROUND.
 DU1423
 DU1423                          STATION RECOVERY (1984)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1423'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1423'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1423'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 0.83 KM.  (0.52 MI.)
 DU1423'TO THE MARK.
 DU1423
 DU1423                          STATION RECOVERY (1986)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1423'THE STATION WAS RECOVERED AT THIS DATE.
 DU1423'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1423'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1424 ***********************************************************************
 DU1424  DESIGNATION -  96TH RM 1
 DU1424  PID         -  DU1424
 DU1424  STATE/COUNTY-  AZ/MARICOPA
 DU1424  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1424
 DU1424                         *CURRENT SURVEY CONTROL
 DU1424  ___________________________________________________________________
 DU1424* NAD 83(1986)-  33 23 12.     (N)    111 37 20.     (W)     SCALED    
 DU1424* NAVD 88     -       452.634  (meters)    1485.02   (feet)  ADJUSTED  
 DU1424  ___________________________________________________________________
 DU1424  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1424  DYNAMIC HT  -         452.090 (meters)    1483.23  (feet)  COMP
 DU1424  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1424
 DU1424  VERT ORDER  -  FIRST     CLASS I
 DU1424
 DU1424.The horizontal coordinates were scaled from a topographic map and have
 DU1424.an estimated accuracy of +/- 6 seconds.
 DU1424
 DU1424.The orthometric height was determined by differential leveling
 DU1424.and adjusted by the National Geodetic Survey in November 1993..
 DU1424
 DU1424.The geoid height was determined by GEOID03.
 DU1424
 DU1424.The dynamic height is computed by dividing the NAVD 88
 DU1424.geopotential number by the normal gravity value computed on the
 DU1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1424.degrees latitude (g = 980.6199 gals.).
 DU1424
 DU1424.The modeled gravity was interpolated from observed gravity values.
 DU1424
 DU1424;                    North         East    Units  Estimated Accuracy
 DU1424;SPC AZ C     -   264,670.      240,750.      MT  (+/- 180 meters Scaled)
 DU1424
 DU1424                          SUPERSEDED SURVEY CONTROL
 DU1424
 DU1424  NGVD 29 (??/??/92)  452.491  (m)         1484.55   (f) ADJ UNCH    1 1
 DU1424
 DU1424.Superseded values are not recommended for survey control.
 DU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1424.See file dsdata.txt to determine how the superseded data were derived.
 DU1424
 DU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB421943(NAD 83)
 DU1424_MARKER: DD = SURVEY DISK
 DU1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1424_STAMPING: 96TH RM 1
 DU1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1424+STABILITY: SURFACE MOTION
 DU1424
 DU1424  HISTORY     - Date     Condition        Report By
 DU1424  HISTORY     - 1974     MONUMENTED       AZDT
 DU1424  HISTORY     - 1975     GOOD             AZDT
 DU1424  HISTORY     - 1984     GOOD             AZDT
 DU1424
 DU1424                          STATION DESCRIPTION
 DU1424
 DU1424'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1424'6.6 MI SE FROM BUCKHORN.
 DU1424'FROM THE INTERSECTION OF ELLSWORTH AND THE FREEWAY CENTERLINE, EAST ON
 DU1424'THE FREEWAY FOR 0.5 MILES AND TO THE STATION.  ON THE FREEWAY
 DU1424'CENTERLINE.  45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1424'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1424'SET IN A 12 IN. CONCRETE POST, UP 0.4 FT.
 DU1424
 DU1424                          STATION RECOVERY (1984)
 DU1424
 DU1424'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1422 ***********************************************************************
 DU1422  DESIGNATION -  96TH RM 2
 DU1422  PID         -  DU1422
 DU1422  STATE/COUNTY-  AZ/MARICOPA
 DU1422  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1422
 DU1422                         *CURRENT SURVEY CONTROL
 DU1422  ___________________________________________________________________
 DU1422* NAD 83(1986)-  33 23 12.     (N)    111 37 20.     (W)     SCALED    
 DU1422* NAVD 88     -       452.473  (meters)    1484.49   (feet)  ADJUSTED  
 DU1422  ___________________________________________________________________
 DU1422  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1422  DYNAMIC HT  -         451.930 (meters)    1482.71  (feet)  COMP
 DU1422  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1422
 DU1422  VERT ORDER  -  FIRST     CLASS I
 DU1422
 DU1422.The horizontal coordinates were scaled from a topographic map and have
 DU1422.an estimated accuracy of +/- 6 seconds.
 DU1422
 DU1422.The orthometric height was determined by differential leveling
 DU1422.and adjusted by the National Geodetic Survey in November 1993..
 DU1422
 DU1422.The geoid height was determined by GEOID03.
 DU1422
 DU1422.The dynamic height is computed by dividing the NAVD 88
 DU1422.geopotential number by the normal gravity value computed on the
 DU1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1422.degrees latitude (g = 980.6199 gals.).
 DU1422
 DU1422.The modeled gravity was interpolated from observed gravity values.
 DU1422
 DU1422;                    North         East    Units  Estimated Accuracy
 DU1422;SPC AZ C     -   264,670.      240,750.      MT  (+/- 180 meters Scaled)
 DU1422
 DU1422                          SUPERSEDED SURVEY CONTROL
 DU1422
 DU1422  NGVD 29 (??/??/92)  452.329  (m)         1484.02   (f) ADJ UNCH    1 1
 DU1422
 DU1422.Superseded values are not recommended for survey control.
 DU1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1422.See file dsdata.txt to determine how the superseded data were derived.
 DU1422
 DU1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB421943(NAD 83)
 DU1422_MARKER: DD = SURVEY DISK
 DU1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1422_STAMPING: 96TH RM 2
 DU1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1422+STABILITY: SURFACE MOTION
 DU1422
 DU1422  HISTORY     - Date     Condition        Report By
 DU1422  HISTORY     - 1974     MONUMENTED       AZDT
 DU1422  HISTORY     - 1975     GOOD             AZDT
 DU1422  HISTORY     - 1984     GOOD             AZDT
 DU1422
 DU1422                          STATION DESCRIPTION
 DU1422
 DU1422'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1422'6.6 MI SE FROM BUCKHORN.
 DU1422'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1422'EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  ON THE
 DU1422'FREEWAY CENTERLINE.  45 FT. WEST OF A P AND M SURVEY SIGN.
 DU1422'SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD
 DU1422'ALUMINUM CAP SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.5 FT.
 DU1422
 DU1422                          STATION RECOVERY (1984)
 DU1422
 DU1422'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0668 ***********************************************************************
 ER0668  DESIGNATION -  97 BKC
 ER0668  PID         -  ER0668
 ER0668  STATE/COUNTY-  AZ/NAVAJO
 ER0668  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0668
 ER0668                         *CURRENT SURVEY CONTROL
 ER0668  ___________________________________________________________________
 ER0668* NAD 83(1986)-  34 16 34.     (N)    109 53 29.     (W)     SCALED    
 ER0668* NAVD 88     -      2029.737  (meters)    6659.23   (feet)  ADJUSTED  
 ER0668  ___________________________________________________________________
 ER0668  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0668  DYNAMIC HT  -        2026.699 (meters)    6649.26  (feet)  COMP
 ER0668  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 ER0668
 ER0668  VERT ORDER  -  SECOND    CLASS 0
 ER0668
 ER0668.The horizontal coordinates were scaled from a topographic map and have
 ER0668.an estimated accuracy of +/- 6 seconds.
 ER0668
 ER0668.The orthometric height was determined by differential leveling
 ER0668.and adjusted by the National Geodetic Survey in June 1991..
 ER0668
 ER0668.The geoid height was determined by GEOID03.
 ER0668
 ER0668.The dynamic height is computed by dividing the NAVD 88
 ER0668.geopotential number by the normal gravity value computed on the
 ER0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0668.degrees latitude (g = 980.6199 gals.).
 ER0668
 ER0668.The modeled gravity was interpolated from observed gravity values.
 ER0668
 ER0668;                    North         East    Units  Estimated Accuracy
 ER0668;SPC AZ E     -   363,310.      238,710.      MT  (+/- 180 meters Scaled)
 ER0668
 ER0668                          SUPERSEDED SURVEY CONTROL
 ER0668
 ER0668  NGVD 29 (??/??/92) 2028.85   (m)         6656.3    (f) COMPUTED    2 0
 ER0668
 ER0668.Superseded values are not recommended for survey control.
 ER0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0668.See file dsdata.txt to determine how the superseded data were derived.
 ER0668
 ER0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC020933(NAD 83)
 ER0668_MARKER: DB = BENCH MARK DISK
 ER0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0668_SP_SET: COPPER-CLAD STEEL ROD
 ER0668_STAMPING: 97 BKC 1968 6657
 ER0668_MARK LOGO: USGS  
 ER0668_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0668+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0668
 ER0668  HISTORY     - Date     Condition        Report By
 ER0668  HISTORY     - 1968     MONUMENTED       USGS
 ER0668
 ER0668                          STATION DESCRIPTION
 ER0668
 ER0668'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0668'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 7.7 MILES EAST
 ER0668'ALONG U S HIGHWAY 60, 100 FEET SOUTH OF THE HIGHWAY, 1.3 FEET NORTH
 ER0668'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0668'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0560 ***********************************************************************
 ER0560  DESIGNATION -  97 DOR
 ER0560  PID         -  ER0560
 ER0560  STATE/COUNTY-  AZ/APACHE
 ER0560  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0560
 ER0560                         *CURRENT SURVEY CONTROL
 ER0560  ___________________________________________________________________
 ER0560* NAD 83(1986)-  34 53 32.     (N)    109 30 15.     (W)     SCALED    
 ER0560* NAVD 88     -      1873.914  (meters)    6148.00   (feet)  ADJUSTED  
 ER0560  ___________________________________________________________________
 ER0560  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0560  DYNAMIC HT  -        1871.223 (meters)    6139.17  (feet)  COMP
 ER0560  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 ER0560
 ER0560  VERT ORDER  -  SECOND    CLASS II
 ER0560
 ER0560.The horizontal coordinates were scaled from a topographic map and have
 ER0560.an estimated accuracy of +/- 6 seconds.
 ER0560
 ER0560.The orthometric height was determined by differential leveling
 ER0560.and adjusted by the National Geodetic Survey in June 1991..
 ER0560
 ER0560.The geoid height was determined by GEOID03.
 ER0560
 ER0560.The dynamic height is computed by dividing the NAVD 88
 ER0560.geopotential number by the normal gravity value computed on the
 ER0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0560.degrees latitude (g = 980.6199 gals.).
 ER0560
 ER0560.The modeled gravity was interpolated from observed gravity values.
 ER0560
 ER0560;                    North         East    Units  Estimated Accuracy
 ER0560;SPC AZ E     -   431,820.      273,910.      MT  (+/- 180 meters Scaled)
 ER0560
 ER0560                          SUPERSEDED SURVEY CONTROL
 ER0560
 ER0560.No superseded survey control is available for this station.
 ER0560
 ER0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD366621(NAD 83)
 ER0560_MARKER: DB = BENCH MARK DISK
 ER0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0560_SP_SET: CONCRETE POST
 ER0560_STAMPING: 97 DOR 1972 6145
 ER0560_MARK LOGO: USGS  
 ER0560_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0560+STABILITY: SURFACE MOTION
 ER0560
 ER0560  HISTORY     - Date     Condition        Report By
 ER0560  HISTORY     - 1972     MONUMENTED       USGS
 ER0560
 ER0560                          STATION DESCRIPTION
 ER0560
 ER0560'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0560'26.6 KM (16.50 MI) SOUTH FROM NAVAJO.
 ER0560'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0560'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0560'THENCE 3.6 MILES SOUTHEAST ALONG A TRACK ROAD TO THE TOP OF A SLIGHT
 ER0560'RISE, 44 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0444 ***********************************************************************
 GQ0444  DESIGNATION -  97 DOR
 GQ0444  PID         -  GQ0444
 GQ0444  STATE/COUNTY-  AZ/MOHAVE
 GQ0444  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0444
 GQ0444                         *CURRENT SURVEY CONTROL
 GQ0444  ___________________________________________________________________
 GQ0444* NAD 83(1986)-  36 49 31.     (N)    113 34 13.     (W)     SCALED    
 GQ0444* NAVD 88     -      1549.886  (meters)    5084.92   (feet)  POSTED    
 GQ0444  ___________________________________________________________________
 GQ0444  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 GQ0444  DYNAMIC HT  -        1548.140 (meters)    5079.19  (feet)  COMP
 GQ0444  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 GQ0444
 GQ0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0444
 GQ0444.The horizontal coordinates were scaled from a topographic map and have
 GQ0444.an estimated accuracy of +/- 6 seconds.
 GQ0444
 GQ0444.The orthometric height was determined by differential leveling
 GQ0444.and adjusted by the National Geodetic Survey in 1992..
 GQ0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0444.rate of 0.0 thru 1.0 mm/km.
 GQ0444
 GQ0444.The geoid height was determined by GEOID03.
 GQ0444
 GQ0444.The dynamic height is computed by dividing the NAVD 88
 GQ0444.geopotential number by the normal gravity value computed on the
 GQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0444.degrees latitude (g = 980.6199 gals.).
 GQ0444
 GQ0444.The modeled gravity was interpolated from observed gravity values.
 GQ0444
 GQ0444;                    North         East    Units  Estimated Accuracy
 GQ0444;SPC AZ W     -   646,120.      229,390.      MT  (+/- 180 meters Scaled)
 GQ0444
 GQ0444                          SUPERSEDED SURVEY CONTROL
 GQ0444
 GQ0444.No superseded survey control is available for this station.
 GQ0444
 GQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF707785(NAD 83)
 GQ0444_MARKER: DB = BENCH MARK DISK
 GQ0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0444_SP_SET: COPPER-CLAD STEEL ROD
 GQ0444_STAMPING: 97 DOR 1970 5082
 GQ0444_MARK LOGO: USGS  
 GQ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0444
 GQ0444  HISTORY     - Date     Condition        Report By
 GQ0444  HISTORY     - 1970     MONUMENTED       USGS
 GQ0444
 GQ0444                          STATION DESCRIPTION
 GQ0444
 GQ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0444'33.2 KM (20.60 MI) SOUTH FROM ST GEORGE UT.
 GQ0444'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0444'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0444'ROAD TO THE ARIZONA STATE LINE, CONTINUE 13.9 MILES SOUTH ALONG MT.
 GQ0444'TRUMBULL ROAD TO THE SUMMIT OF QUAIL CANYON ROAD, 70 FEET NORTH OF A
 GQ0444'CATTLEGUARD, 0.5 FEET EAST OF A FENCE.  ROD DEPTH UNKNOWN, ENCASED IN
 GQ0444'A PIPE PROJECTING 3-INCHES.
 GQ0444'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0665 ***********************************************************************
 GP0665  DESIGNATION -  97 DOR
 GP0665  PID         -  GP0665
 GP0665  STATE/COUNTY-  AZ/COCONINO
 GP0665  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0665
 GP0665                         *CURRENT SURVEY CONTROL
 GP0665  ___________________________________________________________________
 GP0665* NAD 83(1986)-  36 26 34.     (N)    110 53 55.     (W)     SCALED    
 GP0665* NAVD 88     -      1801.082  (meters)    5909.05   (feet)  ADJUSTED  
 GP0665  ___________________________________________________________________
 GP0665  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 GP0665  DYNAMIC HT  -        1798.843 (meters)    5901.70  (feet)  COMP
 GP0665  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 GP0665
 GP0665  VERT ORDER  -  SECOND    CLASS 0
 GP0665
 GP0665.The horizontal coordinates were scaled from a topographic map and have
 GP0665.an estimated accuracy of +/- 6 seconds.
 GP0665
 GP0665.The orthometric height was determined by differential leveling
 GP0665.and adjusted by the National Geodetic Survey in June 1991..
 GP0665
 GP0665.The geoid height was determined by GEOID03.
 GP0665
 GP0665.The dynamic height is computed by dividing the NAVD 88
 GP0665.geopotential number by the normal gravity value computed on the
 GP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0665.degrees latitude (g = 980.6199 gals.).
 GP0665
 GP0665.The modeled gravity was interpolated from observed gravity values.
 GP0665
 GP0665;                    North         East    Units  Estimated Accuracy
 GP0665;SPC AZ C     -   604,120.      304,630.      MT  (+/- 180 meters Scaled)
 GP0665
 GP0665                          SUPERSEDED SURVEY CONTROL
 GP0665
 GP0665  NGVD 29 (??/??/92) 1800.13   (m)         5905.9    (f) COMPUTED    2 0
 GP0665
 GP0665.Superseded values are not recommended for survey control.
 GP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0665.See file dsdata.txt to determine how the superseded data were derived.
 GP0665
 GP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF090330(NAD 83)
 GP0665_MARKER: DB = BENCH MARK DISK
 GP0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0665_SP_SET: COPPER-CLAD STEEL ROD
 GP0665_STAMPING: 97 DOR 1969 5906
 GP0665_MARK LOGO: USGS  
 GP0665_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0665+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0665
 GP0665  HISTORY     - Date     Condition        Report By
 GP0665  HISTORY     - 1969     MONUMENTED       USGS
 GP0665
 GP0665                          STATION DESCRIPTION
 GP0665
 GP0665'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0665'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0665'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0665'NORTH, THENCE 3.9 MILES NORTH, 0.2 MILES NORTH OF A Y-ROAD NORTHWEST
 GP0665'TO KABETO, 53 FEET WEST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET
 GP0665'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0665'FIBER PIPE FLUSH FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0438 ***********************************************************************
 DV0438  DESIGNATION -  97 Z
 DV0438  PID         -  DV0438
 DV0438  STATE/COUNTY-  AZ/MARICOPA
 DV0438  USGS QUAD   -  TOLLESON (1982)
 DV0438
 DV0438                         *CURRENT SURVEY CONTROL
 DV0438  ___________________________________________________________________
 DV0438* NAD 83(1986)-  33 24 22.     (N)    112 21 27.     (W)     SCALED    
 DV0438* NAVD 88     -       283.77   (+/-2cm)     931.0    (feet)  VERTCON   
 DV0438  ___________________________________________________________________
 DV0438  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV0438
 DV0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0438
 DV0438.The horizontal coordinates were scaled from a topographic map and have
 DV0438.an estimated accuracy of +/- 6 seconds.
 DV0438
 DV0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0438.The vertical order pertains to the NGVD 29 superseded value.
 DV0438
 DV0438.The geoid height was determined by GEOID03.
 DV0438
 DV0438;                    North         East    Units  Estimated Accuracy
 DV0438;SPC AZ C     -   266,880.      172,360.      MT  (+/- 180 meters Scaled)
 DV0438
 DV0438                          SUPERSEDED SURVEY CONTROL
 DV0438
 DV0438  NGVD 29 (??/??/92)  283.132  (m)          928.91   (f) ADJ UNCH    2 0
 DV0438
 DV0438.Superseded values are not recommended for survey control.
 DV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0438.See file dsdata.txt to determine how the superseded data were derived.
 DV0438
 DV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB737971(NAD 83)
 DV0438_MARKER: DD = SURVEY DISK
 DV0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0438_STAMPING: 97 Z 1962
 DV0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0438+STABILITY: SURFACE MOTION
 DV0438
 DV0438  HISTORY     - Date     Condition        Report By
 DV0438  HISTORY     - 1962     MONUMENTED       AZHD
 DV0438  HISTORY     - 1962     GOOD             NGS
 DV0438  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0438
 DV0438                          STATION DESCRIPTION
 DV0438
 DV0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0438'2.9 MI SW FROM AVONDALE.
 DV0438'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE
 DV0438'THENCE 2 MILES SOUTH ALONG LITCHFIELD RD TO THE JUNCTION OF WEST
 DV0438'BROADWAY AND THE MARK SET IN A CONCRETE POST PROJECTING 1 INCH.  THE
 DV0438'MARK IS LOCATED 54 FT. SOUTHWEST OF POWER POLE NO. 1545, 14 FT. FROM
 DV0438'THE CENTER OF LITCHFIELD RD EXT, AND 2.7 FT. EAST OF A WITNESS POST.
 DV0438
 DV0438                          STATION RECOVERY (1992)
 DV0438
 DV0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0438'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0669 ***********************************************************************
 ER0669  DESIGNATION -  98 BKC
 ER0669  PID         -  ER0669
 ER0669  STATE/COUNTY-  AZ/NAVAJO
 ER0669  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0669
 ER0669                         *CURRENT SURVEY CONTROL
 ER0669  ___________________________________________________________________
 ER0669* NAD 83(1986)-  34 16 21.     (N)    109 54 53.     (W)     SCALED    
 ER0669* NAVD 88     -      2000.723  (meters)    6564.04   (feet)  ADJUSTED  
 ER0669  ___________________________________________________________________
 ER0669  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0669  DYNAMIC HT  -        1997.729 (meters)    6554.22  (feet)  COMP
 ER0669  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 ER0669
 ER0669  VERT ORDER  -  SECOND    CLASS 0
 ER0669
 ER0669.The horizontal coordinates were scaled from a topographic map and have
 ER0669.an estimated accuracy of +/- 6 seconds.
 ER0669
 ER0669.The orthometric height was determined by differential leveling
 ER0669.and adjusted by the National Geodetic Survey in June 1991..
 ER0669
 ER0669.The geoid height was determined by GEOID03.
 ER0669
 ER0669.The dynamic height is computed by dividing the NAVD 88
 ER0669.geopotential number by the normal gravity value computed on the
 ER0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0669.degrees latitude (g = 980.6199 gals.).
 ER0669
 ER0669.The modeled gravity was interpolated from observed gravity values.
 ER0669
 ER0669;                    North         East    Units  Estimated Accuracy
 ER0669;SPC AZ E     -   362,910.      236,560.      MT  (+/- 180 meters Scaled)
 ER0669
 ER0669                          SUPERSEDED SURVEY CONTROL
 ER0669
 ER0669  NGVD 29 (??/??/92) 1999.84   (m)         6561.1    (f) COMPUTED    2 0
 ER0669
 ER0669.Superseded values are not recommended for survey control.
 ER0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0669.See file dsdata.txt to determine how the superseded data were derived.
 ER0669
 ER0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC999929(NAD 83)
 ER0669_MARKER: DB = BENCH MARK DISK
 ER0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0669_SP_SET: COPPER-CLAD STEEL ROD
 ER0669_STAMPING: 98 BKC 1968 6561
 ER0669_MARK LOGO: USGS  
 ER0669_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0669+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0669
 ER0669  HISTORY     - Date     Condition        Report By
 ER0669  HISTORY     - 1968     MONUMENTED       USGS
 ER0669
 ER0669                          STATION DESCRIPTION
 ER0669
 ER0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0669'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 6.3 MILES EAST
 ER0669'ALONG U S HIGHWAY 60 TO APACHE RAILROAD CROSSING, 74 FEET NORTH AND
 ER0669'117 FEET EAST OF THE HIGHWAY AT THE RAILROAD CROSSING, 1.9 FEET EAST
 ER0669'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0669'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0561 ***********************************************************************
 ER0561  DESIGNATION -  98 DOR
 ER0561  PID         -  ER0561
 ER0561  STATE/COUNTY-  AZ/APACHE
 ER0561  USGS QUAD   -  HOGAN WELL (1984)
 ER0561
 ER0561                         *CURRENT SURVEY CONTROL
 ER0561  ___________________________________________________________________
 ER0561* NAD 83(1986)-  34 52 36.     (N)    109 29 55.     (W)     SCALED    
 ER0561* NAVD 88     -      1884.084  (meters)    6181.37   (feet)  ADJUSTED  
 ER0561  ___________________________________________________________________
 ER0561  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0561  DYNAMIC HT  -        1881.380 (meters)    6172.49  (feet)  COMP
 ER0561  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 ER0561
 ER0561  VERT ORDER  -  SECOND    CLASS II
 ER0561
 ER0561.The horizontal coordinates were scaled from a topographic map and have
 ER0561.an estimated accuracy of +/- 6 seconds.
 ER0561
 ER0561.The orthometric height was determined by differential leveling
 ER0561.and adjusted by the National Geodetic Survey in June 1991..
 ER0561
 ER0561.The geoid height was determined by GEOID03.
 ER0561
 ER0561.The dynamic height is computed by dividing the NAVD 88
 ER0561.geopotential number by the normal gravity value computed on the
 ER0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0561.degrees latitude (g = 980.6199 gals.).
 ER0561
 ER0561.The modeled gravity was interpolated from observed gravity values.
 ER0561
 ER0561;                    North         East    Units  Estimated Accuracy
 ER0561;SPC AZ E     -   430,100.      274,430.      MT  (+/- 180 meters Scaled)
 ER0561
 ER0561                          SUPERSEDED SURVEY CONTROL
 ER0561
 ER0561.No superseded survey control is available for this station.
 ER0561
 ER0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD372603(NAD 83)
 ER0561_MARKER: DB = BENCH MARK DISK
 ER0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0561_SP_SET: CONCRETE POST
 ER0561_STAMPING: 98 DOR 1972 6178
 ER0561_MARK LOGO: USGS  
 ER0561_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0561+STABILITY: SURFACE MOTION
 ER0561
 ER0561  HISTORY     - Date     Condition        Report By
 ER0561  HISTORY     - 1972     MONUMENTED       USGS
 ER0561
 ER0561                          STATION DESCRIPTION
 ER0561
 ER0561'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0561'28.3 KM (17.60 MI) SOUTH FROM NAVAJO.
 ER0561'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0561'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0561'THENCE 4.7 MILES SOUTHEAST ALONG A TRACK ROAD TO NEAR THE TOP OF A
 ER0561'RISE, 40 FEET WEST OF THE ROAD.
 ER0561'THE MARK IS 2.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0445 ***********************************************************************
 GQ0445  DESIGNATION -  98 DOR
 GQ0445  PID         -  GQ0445
 GQ0445  STATE/COUNTY-  AZ/MOHAVE
 GQ0445  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0445
 GQ0445                         *CURRENT SURVEY CONTROL
 GQ0445  ___________________________________________________________________
 GQ0445* NAD 83(1986)-  36 49 35.     (N)    113 33 36.     (W)     SCALED    
 GQ0445* NAVD 88     -      1508.149  (meters)    4947.99   (feet)  POSTED    
 GQ0445  ___________________________________________________________________
 GQ0445  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 GQ0445  DYNAMIC HT  -        1506.430 (meters)    4942.35  (feet)  COMP
 GQ0445  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 GQ0445
 GQ0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0445
 GQ0445.The horizontal coordinates were scaled from a topographic map and have
 GQ0445.an estimated accuracy of +/- 6 seconds.
 GQ0445
 GQ0445.The orthometric height was determined by differential leveling
 GQ0445.and adjusted by the National Geodetic Survey in 1992..
 GQ0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0445.rate of 0.0 thru 1.0 mm/km.
 GQ0445
 GQ0445.The geoid height was determined by GEOID03.
 GQ0445
 GQ0445.The dynamic height is computed by dividing the NAVD 88
 GQ0445.geopotential number by the normal gravity value computed on the
 GQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0445.degrees latitude (g = 980.6199 gals.).
 GQ0445
 GQ0445.The modeled gravity was interpolated from observed gravity values.
 GQ0445
 GQ0445;                    North         East    Units  Estimated Accuracy
 GQ0445;SPC AZ W     -   646,240.      230,310.      MT  (+/- 180 meters Scaled)
 GQ0445
 GQ0445                          SUPERSEDED SURVEY CONTROL
 GQ0445
 GQ0445.No superseded survey control is available for this station.
 GQ0445
 GQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716786(NAD 83)
 GQ0445_MARKER: DB = BENCH MARK DISK
 GQ0445_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0445_SP_SET: ROCK OUTCROP
 GQ0445_STAMPING: 98 DOR 1970 4945
 GQ0445_MARK LOGO: USGS  
 GQ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0445+STABILITY: POSITION/ELEVATION WELL
 GQ0445
 GQ0445  HISTORY     - Date     Condition        Report By
 GQ0445  HISTORY     - 1970     MONUMENTED       USGS
 GQ0445
 GQ0445                          STATION DESCRIPTION
 GQ0445
 GQ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0445'34.1 KM (21.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0445'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0445'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0445'ROAD TO THE ARIZONA STATE LINE, CONTINUE 14.5 MILES SOUTH ALONG MT.
 GQ0445'TRUMBULL ROAD TO A T-ROAD SOUTHEAST LEADING TO TO THE SEEGMILLER MT.
 GQ0445'CONSERVATION AREA, AT THE BOTTOM OF A DRY WASH, 80 FEET SOUTHEAST OF
 GQ0445'THE ROAD, 62 FEET SOUTHWEST OF THE SEEGMILLER ROAD.  ROD DEPTH
 GQ0445'UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0445'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0666 ***********************************************************************
 GP0666  DESIGNATION -  98 DOR
 GP0666  PID         -  GP0666
 GP0666  STATE/COUNTY-  AZ/COCONINO
 GP0666  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0666
 GP0666                         *CURRENT SURVEY CONTROL
 GP0666  ___________________________________________________________________
 GP0666* NAD 83(1986)-  36 27 21.     (N)    110 53 25.     (W)     SCALED    
 GP0666* NAVD 88     -      1785.214  (meters)    5856.99   (feet)  ADJUSTED  
 GP0666  ___________________________________________________________________
 GP0666  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GP0666  DYNAMIC HT  -        1782.993 (meters)    5849.70  (feet)  COMP
 GP0666  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 GP0666
 GP0666  VERT ORDER  -  SECOND    CLASS 0
 GP0666
 GP0666.The horizontal coordinates were scaled from a topographic map and have
 GP0666.an estimated accuracy of +/- 6 seconds.
 GP0666
 GP0666.The orthometric height was determined by differential leveling
 GP0666.and adjusted by the National Geodetic Survey in June 1991..
 GP0666
 GP0666.The geoid height was determined by GEOID03.
 GP0666
 GP0666.The dynamic height is computed by dividing the NAVD 88
 GP0666.geopotential number by the normal gravity value computed on the
 GP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0666.degrees latitude (g = 980.6199 gals.).
 GP0666
 GP0666.The modeled gravity was interpolated from observed gravity values.
 GP0666
 GP0666;                    North         East    Units  Estimated Accuracy
 GP0666;SPC AZ C     -   605,580.      305,360.      MT  (+/- 180 meters Scaled)
 GP0666
 GP0666                          SUPERSEDED SURVEY CONTROL
 GP0666
 GP0666  NGVD 29 (??/??/92) 1784.27   (m)         5853.9    (f) COMPUTED    2 0
 GP0666
 GP0666.Superseded values are not recommended for survey control.
 GP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0666.See file dsdata.txt to determine how the superseded data were derived.
 GP0666
 GP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF098345(NAD 83)
 GP0666_MARKER: DB = BENCH MARK DISK
 GP0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0666_SP_SET: COPPER-CLAD STEEL ROD
 GP0666_STAMPING: 98 DOR 1969 5854
 GP0666_MARK LOGO: USGS  
 GP0666_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0666+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0666
 GP0666  HISTORY     - Date     Condition        Report By
 GP0666  HISTORY     - 1969     MONUMENTED       USGS
 GP0666
 GP0666                          STATION DESCRIPTION
 GP0666
 GP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0666'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0666'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0666'NORTH, THENCE 4.9 MILES NORTH, 48 FEET NORTHWEST AND 3 FEET HIGHER
 GP0666'THAN THE ROAD, 10 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT
 GP0666'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0666'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0439 ***********************************************************************
 DV0439  DESIGNATION -  98 Z
 DV0439  PID         -  DV0439
 DV0439  STATE/COUNTY-  AZ/MARICOPA
 DV0439  USGS QUAD   -  TOLLESON (1982)
 DV0439
 DV0439                         *CURRENT SURVEY CONTROL
 DV0439  ___________________________________________________________________
 DV0439* NAD 83(1986)-  33 24 21.     (N)    112 20 27.     (W)     SCALED    
 DV0439* NAVD 88     -       285.55   (+/-2cm)     936.8    (feet)  VERTCON   
 DV0439  ___________________________________________________________________
 DV0439  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV0439
 DV0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0439
 DV0439.The horizontal coordinates were scaled from a topographic map and have
 DV0439.an estimated accuracy of +/- 6 seconds.
 DV0439
 DV0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0439.The vertical order pertains to the NGVD 29 superseded value.
 DV0439
 DV0439.The geoid height was determined by GEOID03.
 DV0439
 DV0439;                    North         East    Units  Estimated Accuracy
 DV0439;SPC AZ C     -   266,840.      173,910.      MT  (+/- 180 meters Scaled)
 DV0439
 DV0439                          SUPERSEDED SURVEY CONTROL
 DV0439
 DV0439  NGVD 29 (??/??/92)  284.902  (m)          934.72   (f) ADJ UNCH    2 0
 DV0439
 DV0439.Superseded values are not recommended for survey control.
 DV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0439.See file dsdata.txt to determine how the superseded data were derived.
 DV0439
 DV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753970(NAD 83)
 DV0439_MARKER: DD = SURVEY DISK
 DV0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0439_STAMPING: 98 Z 1962
 DV0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0439+STABILITY: SURFACE MOTION
 DV0439
 DV0439  HISTORY     - Date     Condition        Report By
 DV0439  HISTORY     - 1962     MONUMENTED       AZHD
 DV0439  HISTORY     - 1962     GOOD             NGS
 DV0439  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0439
 DV0439                          STATION DESCRIPTION
 DV0439
 DV0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0439'4.4 MI SW FROM CASHION.
 DV0439'0.4 MILES WEST ALONG U.S. HY. 80 FROM THE POST OFFICE AT CASHION,
 DV0439'THENCE 2 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2 MILES WEST
 DV0439'ALONG WEST BROADWAY TO THE JUNCTION OF A NORTH-SOUTH BLACKTOP RD AND
 DV0439'THE MARK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 DV0439'ELEVATION, 3 FT EAST OF A WITNESS POST, 111 FT. WEST OF THE CENTER OF
 DV0439'A PAVED RD, 72 FT. SOUTH OF THE CENTER OF BROADWAY, 3 FT. SOUTHEAST OF
 DV0439'A FENCE CORNER.  NOTE-- TO REACH THE MARK FROM THE CITY HALL AT
 DV0439'AVONDALE GO EAST ALONG WESTERN AVENUE FOR 0.1 MILE, THENCE 0.1 MILE
 DV0439'SOUTH ALONG A ROCK STREET THENCE 1 MILE EAST ON U.S. HY. 80 TO THE
 DV0439'JUNCTION OF EL MIRAGE RD, THENCE SOUTH 1 MILE ON EL MIRAGE TO BLACKTOP
 DV0439'RD, GO WEST AND SOUTH FOR 1.8 MILES ON THE BLACKTOP TO THE MARK.
 DV0439
 DV0439                          STATION RECOVERY (1992)
 DV0439
 DV0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0439'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0309 ***********************************************************************
 FS0309  DESIGNATION -  980+73
 FS0309  PID         -  FS0309
 FS0309  STATE/COUNTY-  AZ/MOHAVE
 FS0309  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0309
 FS0309                         *CURRENT SURVEY CONTROL
 FS0309  ___________________________________________________________________
 FS0309* NAD 83(1986)-  35 36 02.     (N)    114 24 05.     (W)     SCALED    
 FS0309* NAVD 88     -       827.426  (meters)    2714.65   (feet)  POSTED    
 FS0309  ___________________________________________________________________
 FS0309  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0309  DYNAMIC HT  -         826.500 (meters)    2711.61  (feet)  COMP
 FS0309  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 FS0309
 FS0309  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0309
 FS0309.The horizontal coordinates were scaled from a topographic map and have
 FS0309.an estimated accuracy of +/- 6 seconds.
 FS0309
 FS0309.The orthometric height was determined by differential leveling
 FS0309.and adjusted by the National Geodetic Survey in 1992..
 FS0309.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0309.rate of 4.1 thru 8.0 mm/km.
 FS0309
 FS0309.The geoid height was determined by GEOID03.
 FS0309
 FS0309.The dynamic height is computed by dividing the NAVD 88
 FS0309.geopotential number by the normal gravity value computed on the
 FS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0309.degrees latitude (g = 980.6199 gals.).
 FS0309
 FS0309.The modeled gravity was interpolated from observed gravity values.
 FS0309
 FS0309;                    North         East    Units  Estimated Accuracy
 FS0309;SPC AZ W     -   510,410.      154,340.      MT  (+/- 180 meters Scaled)
 FS0309
 FS0309                          SUPERSEDED SURVEY CONTROL
 FS0309
 FS0309  NGVD 29 (??/??/92)  826.682  (m)         2712.21   (f) ADJ UNCH    1 1
 FS0309
 FS0309.Superseded values are not recommended for survey control.
 FS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0309.See file dsdata.txt to determine how the superseded data were derived.
 FS0309
 FS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV354427(NAD 83)
 FS0309_MARKER: DD = SURVEY DISK
 FS0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0309_SP_SET: CULVERT
 FS0309_STAMPING: 980+73 2713.24 1935
 FS0309_MARK LOGO: AZHD  
 FS0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0309
 FS0309  HISTORY     - Date     Condition        Report By
 FS0309  HISTORY     - 1935     MONUMENTED       AZHD
 FS0309  HISTORY     - 1949     GOOD             NGS
 FS0309  HISTORY     - 1982     GOOD             NGS
 FS0309
 FS0309                          STATION DESCRIPTION
 FS0309
 FS0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0309'16.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0309'16.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0309'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.6 MILE SOUTHEAST
 FS0309'OF MILEPOST 36, AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0309'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.3
 FS0309'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0309'FOOT HIGHER THAN THE HIGHWAY.
 FS0309
 FS0309                          STATION RECOVERY (1982)
 FS0309
 FS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0309'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0772 ***********************************************************************
 DW0772  DESIGNATION -  988.52
 DW0772  PID         -  DW0772
 DW0772  STATE/COUNTY-  AZ/LA PAZ
 DW0772  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0772
 DW0772                         *CURRENT SURVEY CONTROL
 DW0772  ___________________________________________________________________
 DW0772* NAD 83(1986)-  33 39 20.     (N)    114 15 51.     (W)     SCALED    
 DW0772* NAVD 88     -       302.06   (+/-2cm)     991.0    (feet)  VERTCON   
 DW0772  ___________________________________________________________________
 DW0772  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW0772
 DW0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0772
 DW0772.The horizontal coordinates were scaled from a topographic map and have
 DW0772.an estimated accuracy of +/- 6 seconds.
 DW0772
 DW0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0772.The vertical order pertains to the NGVD 29 superseded value.
 DW0772
 DW0772.The geoid height was determined by GEOID03.
 DW0772
 DW0772;                    North         East    Units  Estimated Accuracy
 DW0772;SPC AZ W     -   294,580.      165,670.      MT  (+/- 180 meters Scaled)
 DW0772
 DW0772                          SUPERSEDED SURVEY CONTROL
 DW0772
 DW0772  NGVD 29 (??/??/??)  301.375  (m)          988.76   (f) ADJUSTED    1 2
 DW0772
 DW0772.Superseded values are not recommended for survey control.
 DW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0772.See file dsdata.txt to determine how the superseded data were derived.
 DW0772
 DW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT537273(NAD 83)
 DW0772_MARKER: DD = SURVEY DISK
 DW0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0772_SP_SET: CONCRETE RAIL
 DW0772_STAMPING: 988.52
 DW0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0772
 DW0772  HISTORY     - Date     Condition        Report By
 DW0772  HISTORY     - UNK      MONUMENTED       AZHD
 DW0772  HISTORY     - 1934     GOOD             NGS
 DW0772  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0772  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0772
 DW0772                          STATION DESCRIPTION
 DW0772
 DW0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0772'2 MI W FROM QUARTZSITE.
 DW0772'2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0772'COUNTY, AT A HIGHWAY BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 DW0772'SOUTH CONCRETE RAIL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DW0772'DISK, STAMPED 988.52.
 DW0772
 DW0772                          STATION RECOVERY (1971)
 DW0772
 DW0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0772'MARK NOT FOUND.
 DW0772
 DW0772                          STATION RECOVERY (1981)
 DW0772
 DW0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0772'NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED WAS FOUND BUT THE DISK HAD
 DW0772'BEEN REMOVED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0591 ***********************************************************************
 ER0591  DESIGNATION -  99 BKC
 ER0591  PID         -  ER0591
 ER0591  STATE/COUNTY-  AZ/APACHE
 ER0591  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0591
 ER0591                         *CURRENT SURVEY CONTROL
 ER0591  ___________________________________________________________________
 ER0591* NAD 83(1992)-  34 30 22.73362(N)    109 21 05.23150(W)     ADJUSTED  
 ER0591* NAVD 88     -      1730.409  (meters)    5677.18   (feet)  ADJUSTED  
 ER0591  ___________________________________________________________________
 ER0591  X           -  -1,743,974.929 (meters)                     COMP
 ER0591  Y           -  -4,965,710.622 (meters)                     COMP
 ER0591  Z           -   3,593,836.354 (meters)                     COMP
 ER0591  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 ER0591  ELLIP HEIGHT-        1707.19  (meters)          (01/12/01) GPS OBS
 ER0591  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0591  DYNAMIC HT  -        1727.930 (meters)    5669.05  (feet)  COMP
 ER0591  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 ER0591
 ER0591  HORZ ORDER  -  FIRST
 ER0591  VERT ORDER  -  SECOND    CLASS 0
 ER0591  ELLP ORDER  -  FOURTH    CLASS I
 ER0591
 ER0591.The horizontal coordinates were established by GPS observations
 ER0591.and adjusted by the National Geodetic Survey in March 1997..
 ER0591
 ER0591.The orthometric height was determined by differential leveling
 ER0591.and adjusted by the National Geodetic Survey in June 1991..
 ER0591
 ER0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0591
 ER0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0591
 ER0591.The ellipsoidal height was determined by GPS observations
 ER0591.and is referenced to NAD 83.
 ER0591
 ER0591.The geoid height was determined by GEOID03.
 ER0591
 ER0591.The dynamic height is computed by dividing the NAVD 88
 ER0591.geopotential number by the normal gravity value computed on the
 ER0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0591.degrees latitude (g = 980.6199 gals.).
 ER0591
 ER0591.The modeled gravity was interpolated from observed gravity values.
 ER0591
 ER0591;                    North         East     Units Scale Factor Converg.
 ER0591;SPC AZ E     -   389,113.904   288,216.970   MT  0.99996905   +0 27 42.6
 ER0591;SPC AZ E     - 1,276,620.42    945,593.73   iFT  0.99996905   +0 27 42.6
 ER0591;UTM  12      - 3,819,531.065   651,338.076   MT  0.99988231   +0 56 02.7
 ER0591
 ER0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0591!SPC AZ E     -   0.99973208  x   0.99996905  =   0.99970114
 ER0591!UTM  12      -   0.99973208  x   0.99988231  =   0.99961443
 ER0591
 ER0591                          SUPERSEDED SURVEY CONTROL
 ER0591
 ER0591  ELLIP H (03/14/97) 1707.22   (m)                       GP(       ) 3 1
 ER0591  NAVD 88 (03/14/97) 1730.41   (m)         5677.2    (f) LEVELING    3  
 ER0591  NGVD 29 (??/??/92) 1729.58   (m)         5674.5    (f) COMPUTED    2 0
 ER0591
 ER0591.Superseded values are not recommended for survey control.
 ER0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0591.See file dsdata.txt to determine how the superseded data were derived.
 ER0591
 ER0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5133819531(NAD 83)
 ER0591_MARKER: DB = BENCH MARK DISK
 ER0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0591_SP_SET: COPPER-CLAD STEEL ROD
 ER0591_STAMPING: 99 BKC 1968 5674
 ER0591_MARK LOGO: USGS  
 ER0591_PROJECTION: FLUSH
 ER0591_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0591+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0591_ROD/PIPE-DEPTH: 3.0  meters
 ER0591
 ER0591  HISTORY     - Date     Condition        Report By
 ER0591  HISTORY     - 1968     MONUMENTED       USGS
 ER0591  HISTORY     - 19951209 GOOD             CHANCE
 ER0591  HISTORY     - 19970515 GOOD             NGS
 ER0591
 ER0591                          STATION DESCRIPTION
 ER0591
 ER0591'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0591'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0591'ALONG U S HIGHWAY 666, THENCE 435 FEET EAST ALONG A GRAVEL ROAD TO A
 ER0591'T-ROAD SOUTH, 55 FEET SOUTH AND 34 FEET WEST OF THE ROAD
 ER0591'INTERSECTION, 1.5 FEET NORTH OF A FENCE, SET ON A COPPER-COATED ROD
 ER0591'WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0591
 ER0591                          STATION RECOVERY (1995)
 ER0591
 ER0591'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 ER0591'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 ER0591'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) EAST OF THE CITY
 ER0591'OF SAINT JOHNS.  OWNERSHIP -- UNKNOWN TO REACH THE STATION FROM THE
 ER0591'HIGH SCHOOL IN THE CITY OF SAINT JOHNS, GO 1.4 KM (0.85 MI) EAST ALONG
 ER0591'US HIGHWAY 191 TO THE JUNCTION WITH ROAD 6040 AT MILEPOST 316.  BEAR
 ER0591'RIGHT ON ROAD 6040 AND PROCEED EAST FOR 0.2 KM (0.10 MI) TO THE
 ER0591'JUNCTION WITH ROAD 6365 ON THE RIGHT AND THE STATION ON THE LEFT
 ER0591'SOUTHWEST OF THE ROAD INTERSECTION THE STATION IS A BENCH MARK DISK
 ER0591'SET INTO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND
 ER0591'AND ENCASED IN A PIPE FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 ER0591'16.8 M (55.1 FT) SOUTH AND 10.4 M (34.1 FT) WEST OF THE ROAD
 ER0591'INTERSECTION, 0.15 M (0.49 FT) SOUTH OF A FENCE, AND 0.15 M (0.49 FT)
 ER0591'NORTH OF A METAL WITNESS POST
 ER0591
 ER0591                          STATION RECOVERY (1997)
 ER0591
 ER0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0591'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  TO REACH
 ER0591'FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 AND STATE
 ER0591'HIGHWAY 61 (COMMERCE STREET) ON THE EAST SIDE OF ST JOHNS, GO EAST ON
 ER0591'COMBINED US HIGHWAY 191 AND STATE HIGHWAY 61 FOR 0.50 MI (0.80 KM)
 ER0591'PASSING OVER THE LITTLE COLORADO RIVER AT 0.15 MI (0.24 KM) TO AT
 ER0591'STATE HIGHWAY 61 MILEPOST 316 AND UNPAVED COUNTY ROAD 6040 ON RIGHT.
 ER0591'BEAR RIGHT AND GO EAST FOR FOR 0.2 KM (0.10 MI) TO UNPAVED COUNTY ROAD
 ER0591'6365 ON RIGHT AND THE STATION ON RIGHT. THE MARK IS A USGS BENCHMARK
 ER0591'DISK ON AN UNSLEEVED COPPER-COATED STEEL ROD AT GROUND LEVEL ENCASED
 ER0591'IN A SIX INCH BLACK STEEL PIPE WHICH PROJECTS 5 CM (2 IN) .  THE
 ER0591'STATION IS LOCATED ABOUT 16.8 M (55.1 FT) SOUTH FROM COUNTY ROAD 6040
 ER0591'CENTER, 12.8 M (42.0 FT) WEST FROM A CATTLE GUARD CENTER ON COUNTY
 ER0591'ROAD 6365, 11.0 M (36.1 FT) SOUTH SOUTHWEST FROM THE WEST END OF A 18
 ER0591'IN METAL CULVERT, 0.15 M (0.49 FT) NORTH FROM A USGS METAL WITNESS
 ER0591'POST, AND ON LINE WITH A NEW BARBED WIRE FENCE.  THE MARK IS ABOUT 0.6
 ER0591'M (2.0 FT) BELOW COUNTY ROAD 6040 CENTER.  DESC 15 MAY 1997 WC
 ER0591'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0562 ***********************************************************************
 ER0562  DESIGNATION -  99 DOR
 ER0562  PID         -  ER0562
 ER0562  STATE/COUNTY-  AZ/APACHE
 ER0562  USGS QUAD   -  LONG H RANCH (1984)
 ER0562
 ER0562                         *CURRENT SURVEY CONTROL
 ER0562  ___________________________________________________________________
 ER0562* NAD 83(1986)-  34 51 36.     (N)    109 29 45.     (W)     SCALED    
 ER0562* NAVD 88     -      1880.069  (meters)    6168.19   (feet)  ADJUSTED  
 ER0562  ___________________________________________________________________
 ER0562  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0562  DYNAMIC HT  -        1877.374 (meters)    6159.35  (feet)  COMP
 ER0562  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 ER0562
 ER0562  VERT ORDER  -  SECOND    CLASS II
 ER0562
 ER0562.The horizontal coordinates were scaled from a topographic map and have
 ER0562.an estimated accuracy of +/- 6 seconds.
 ER0562
 ER0562.The orthometric height was determined by differential leveling
 ER0562.and adjusted by the National Geodetic Survey in June 1991..
 ER0562
 ER0562.The geoid height was determined by GEOID03.
 ER0562
 ER0562.The dynamic height is computed by dividing the NAVD 88
 ER0562.geopotential number by the normal gravity value computed on the
 ER0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0562.degrees latitude (g = 980.6199 gals.).
 ER0562
 ER0562.The modeled gravity was interpolated from observed gravity values.
 ER0562
 ER0562;                    North         East    Units  Estimated Accuracy
 ER0562;SPC AZ E     -   428,250.      274,700.      MT  (+/- 180 meters Scaled)
 ER0562
 ER0562                          SUPERSEDED SURVEY CONTROL
 ER0562
 ER0562.No superseded survey control is available for this station.
 ER0562
 ER0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD374585(NAD 83)
 ER0562_MARKER: DB = BENCH MARK DISK
 ER0562_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0562_SP_SET: CONCRETE BASE OF A WATER TANK
 ER0562_STAMPING: 99 DOR 1972 6165
 ER0562_MARK LOGO: USGS  
 ER0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0562+STABILITY: SURFACE MOTION
 ER0562
 ER0562  HISTORY     - Date     Condition        Report By
 ER0562  HISTORY     - 1972     MONUMENTED       USGS
 ER0562
 ER0562                          STATION DESCRIPTION
 ER0562
 ER0562'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0562'30.3 KM (18.80 MI) SOUTH FROM NAVAJO.
 ER0562'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0562'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0562'THENCE 5.9 MILES SOUTHEAST ALONG A TRACK ROAD TO A WINDMILL, 28 FEET
 ER0562'SOUTHEAST OF A WINDMILL, AND 3 FEET NORTHWEST OF A WATERING TROUGH,
 ER0562'IN THE WEST SIDE OF THE CONCRETE BASE OF A 40-FOOT DIAMETER STEEL
 ER0562'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0446 ***********************************************************************
 GQ0446  DESIGNATION -  99 DOR
 GQ0446  PID         -  GQ0446
 GQ0446  STATE/COUNTY-  AZ/MOHAVE
 GQ0446  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0446
 GQ0446                         *CURRENT SURVEY CONTROL
 GQ0446  ___________________________________________________________________
 GQ0446* NAD 83(1986)-  36 48 44.     (N)    113 33 32.     (W)     SCALED    
 GQ0446* NAVD 88     -      1552.393  (meters)    5093.14   (feet)  POSTED    
 GQ0446  ___________________________________________________________________
 GQ0446  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 GQ0446  DYNAMIC HT  -        1550.610 (meters)    5087.29  (feet)  COMP
 GQ0446  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 GQ0446
 GQ0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0446
 GQ0446.The horizontal coordinates were scaled from a topographic map and have
 GQ0446.an estimated accuracy of +/- 6 seconds.
 GQ0446
 GQ0446.The orthometric height was determined by differential leveling
 GQ0446.and adjusted by the National Geodetic Survey in 1992..
 GQ0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0446.rate of 0.0 thru 1.0 mm/km.
 GQ0446
 GQ0446.The geoid height was determined by GEOID03.
 GQ0446
 GQ0446.The dynamic height is computed by dividing the NAVD 88
 GQ0446.geopotential number by the normal gravity value computed on the
 GQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0446.degrees latitude (g = 980.6199 gals.).
 GQ0446
 GQ0446.The modeled gravity was interpolated from observed gravity values.
 GQ0446
 GQ0446;                    North         East    Units  Estimated Accuracy
 GQ0446;SPC AZ W     -   644,670.      230,410.      MT  (+/- 180 meters Scaled)
 GQ0446
 GQ0446                          SUPERSEDED SURVEY CONTROL
 GQ0446
 GQ0446.No superseded survey control is available for this station.
 GQ0446
 GQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717770(NAD 83)
 GQ0446_MARKER: DB = BENCH MARK DISK
 GQ0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0446_SP_SET: COPPER-CLAD STEEL ROD
 GQ0446_STAMPING: 99 DOR 1970 5090
 GQ0446_MARK LOGO: USGS  
 GQ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0446
 GQ0446  HISTORY     - Date     Condition        Report By
 GQ0446  HISTORY     - 1970     MONUMENTED       USGS
 GQ0446
 GQ0446                          STATION DESCRIPTION
 GQ0446
 GQ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0446'35.7 KM (22.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0446'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0446'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0446'ROAD TO THE ARIZONA STATE LINE, CONTINUE 15.5 MILES SOUTH ALONG MT.
 GQ0446'TRUMBULL ROAD, 190 FEET NORTH OF A T-ROAD SOUTHEAST, 75 FEET ROAD TO
 GQ0446'A T-ROAD EAST, 50 FEET SOUTHEAST OF THE T-ROAD JUNCTION, 44 FEET EAST
 GQ0446'OF THE ROAD, 22 FEET SOUTH OF THE ROAD EAST.  ROD DEPTH UNKNOWN,
 GQ0446'ENCASED IN A PIPE PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0667 ***********************************************************************
 GP0667  DESIGNATION -  99 DOR
 GP0667  PID         -  GP0667
 GP0667  STATE/COUNTY-  AZ/COCONINO
 GP0667  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0667
 GP0667                         *CURRENT SURVEY CONTROL
 GP0667  ___________________________________________________________________
 GP0667* NAD 83(1986)-  36 28 10.     (N)    110 52 47.     (W)     SCALED    
 GP0667* NAVD 88     -      1792.654  (meters)    5881.40   (feet)  ADJUSTED  
 GP0667  ___________________________________________________________________
 GP0667  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 GP0667  DYNAMIC HT  -        1790.425 (meters)    5874.09  (feet)  COMP
 GP0667  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 GP0667
 GP0667  VERT ORDER  -  SECOND    CLASS 0
 GP0667
 GP0667.The horizontal coordinates were scaled from a topographic map and have
 GP0667.an estimated accuracy of +/- 6 seconds.
 GP0667
 GP0667.The orthometric height was determined by differential leveling
 GP0667.and adjusted by the National Geodetic Survey in June 1991..
 GP0667
 GP0667.The geoid height was determined by GEOID03.
 GP0667
 GP0667.The dynamic height is computed by dividing the NAVD 88
 GP0667.geopotential number by the normal gravity value computed on the
 GP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0667.degrees latitude (g = 980.6199 gals.).
 GP0667
 GP0667.The modeled gravity was interpolated from observed gravity values.
 GP0667
 GP0667;                    North         East    Units  Estimated Accuracy
 GP0667;SPC AZ C     -   607,100.      306,290.      MT  (+/- 180 meters Scaled)
 GP0667
 GP0667                          SUPERSEDED SURVEY CONTROL
 GP0667
 GP0667  NGVD 29 (??/??/92) 1791.70   (m)         5878.3    (f) COMPUTED    2 0
 GP0667
 GP0667.Superseded values are not recommended for survey control.
 GP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0667.See file dsdata.txt to determine how the superseded data were derived.
 GP0667
 GP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF107360(NAD 83)
 GP0667_MARKER: DB = BENCH MARK DISK
 GP0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0667_SP_SET: COPPER-CLAD STEEL ROD
 GP0667_STAMPING: 99 DOR 1969 5878
 GP0667_MARK LOGO: USGS  
 GP0667_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0667+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0667
 GP0667  HISTORY     - Date     Condition        Report By
 GP0667  HISTORY     - 1969     MONUMENTED       USGS
 GP0667
 GP0667                          STATION DESCRIPTION
 GP0667
 GP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0667'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0667'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0667'NORTH, THENCE 6.0 MILES NORTH TO A SMALL ORCHARD, 44 FEET NORTHWEST
 GP0667'AND 4 FEET LOWER THAN THE ROAD, 1 FOOT SOUTH OF A FENCE CORNER, 1
 GP0667'FOOT SOUTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0667'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1730 ***********************************************************************
 DV1730  DESIGNATION -  99 OL
 DV1730  PID         -  DV1730
 DV1730  STATE/COUNTY-  AZ/MARICOPA
 DV1730  USGS QUAD   -  EL MIRAGE (1982)
 DV1730
 DV1730                         *CURRENT SURVEY CONTROL
 DV1730  ___________________________________________________________________
 DV1730* NAD 83(1986)-  33 33 30.     (N)    112 16 23.     (W)     SCALED    
 DV1730* NAVD 88     -       335.428  (meters)    1100.48   (feet)  ADJUSTED  
 DV1730  ___________________________________________________________________
 DV1730  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV1730  DYNAMIC HT  -         335.034 (meters)    1099.19  (feet)  COMP
 DV1730  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1730
 DV1730  VERT ORDER  -  SECOND    CLASS I
 DV1730
 DV1730.The horizontal coordinates were scaled from a topographic map and have
 DV1730.an estimated accuracy of +/- 6 seconds.
 DV1730
 DV1730.The orthometric height was determined by differential leveling
 DV1730.and adjusted by the National Geodetic Survey in November 1993..
 DV1730
 DV1730.The geoid height was determined by GEOID03.
 DV1730
 DV1730.The dynamic height is computed by dividing the NAVD 88
 DV1730.geopotential number by the normal gravity value computed on the
 DV1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1730.degrees latitude (g = 980.6199 gals.).
 DV1730
 DV1730.The modeled gravity was interpolated from observed gravity values.
 DV1730
 DV1730;                    North         East    Units  Estimated Accuracy
 DV1730;SPC AZ C     -   283,730.      180,270.      MT  (+/- 180 meters Scaled)
 DV1730
 DV1730                          SUPERSEDED SURVEY CONTROL
 DV1730
 DV1730.No superseded survey control is available for this station.
 DV1730
 DV1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818139(NAD 83)
 DV1730_MARKER: DD = SURVEY DISK
 DV1730_SETTING: 0 = UNSPECIFIED SETTING
 DV1730_SP_SET: CONCRETE HANDHOLE
 DV1730_MARK LOGO: AZ-013
 DV1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1730+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 DV1730
 DV1730  HISTORY     - Date     Condition        Report By
 DV1730  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1730  HISTORY     - 1982     GOOD             AZDT
 DV1730  HISTORY     - 19950527 GOOD             USPSQD
 DV1730  HISTORY     - 20040222 GOOD             USPSQD
 DV1730
 DV1730                          STATION DESCRIPTION
 DV1730
 DV1730'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1730'11.59 KM (7.2 MI) NORTH FROM TOLLESON.
 DV1730'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1730'AVENUE FOR 7.2 MI (11.59 KM) TO THE INTERSECTION OF OLIVE AVENUE AND
 DV1730'THE STATION IN THE CENTER, 58.4 FT (17.8 METERS) SOUTH OF NORTH MEDIAN
 DV1730'DIVIDER, 72 FT (21.94 METERS) NORTHWEST OF FACE OF SOUTHEAST CURB,
 DV1730'72.3 FT (22.0 METERS) NORTHEAST OF FACE OF SOUTHWEST CURB, A STANDARD
 DV1730'BRASS CAP IN A HAND HOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1730
 DV1730                          STATION RECOVERY (1995)
 DV1730
 DV1730'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1730'RECOVERED IN GOOD CONDITION.
 DV1730
 DV1730                          STATION RECOVERY (2004)
 DV1730
 DV1730'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0445 ***********************************************************************
 DV0445  DESIGNATION -  99 Z
 DV0445  PID         -  DV0445
 DV0445  STATE/COUNTY-  AZ/MARICOPA
 DV0445  USGS QUAD   -  TOLLESON (1982)
 DV0445
 DV0445                         *CURRENT SURVEY CONTROL
 DV0445  ___________________________________________________________________
 DV0445* NAD 83(1986)-  33 24 21.     (N)    112 19 25.     (W)     SCALED    
 DV0445* NAVD 88     -       286.15   (+/-2cm)     938.8    (feet)  VERTCON   
 DV0445  ___________________________________________________________________
 DV0445  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0445
 DV0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0445
 DV0445.The horizontal coordinates were scaled from a topographic map and have
 DV0445.an estimated accuracy of +/- 6 seconds.
 DV0445
 DV0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0445.The vertical order pertains to the NGVD 29 superseded value.
 DV0445
 DV0445.The geoid height was determined by GEOID03.
 DV0445
 DV0445;                    North         East    Units  Estimated Accuracy
 DV0445;SPC AZ C     -   266,830.      175,510.      MT  (+/- 180 meters Scaled)
 DV0445
 DV0445                          SUPERSEDED SURVEY CONTROL
 DV0445
 DV0445  NGVD 29 (??/??/92)  285.498  (m)          936.67   (f) ADJ UNCH    2 0
 DV0445
 DV0445.Superseded values are not recommended for survey control.
 DV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0445.See file dsdata.txt to determine how the superseded data were derived.
 DV0445
 DV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB769970(NAD 83)
 DV0445_MARKER: DD = SURVEY DISK
 DV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0445_STAMPING: 99 Z 1962
 DV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0445+STABILITY: SURFACE MOTION
 DV0445
 DV0445  HISTORY     - Date     Condition        Report By
 DV0445  HISTORY     - 1962     MONUMENTED       AZHD
 DV0445  HISTORY     - 1962     GOOD             NGS
 DV0445  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0445
 DV0445                          STATION DESCRIPTION
 DV0445
 DV0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0445'3.4 MI SW FROM CASHION.
 DV0445'0.4 MILE WEST ALONG HY. 80 FROM POST OFFICE AT CASHION, THENCE 2 MILES
 DV0445'SOUTH ALONG SOUTH 115TH AVENUE, THENCE 1 MILE WEST ALONG WEST BROADWAY
 DV0445'TO THE JUNCTION OF A FIELD RD. AND THE MARK.  THE MARK IS A DISK SET
 DV0445'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND ELEVATION, 2.8 FT.
 DV0445'WEST OF A WITNESS POST, 15 FT SOUTH OF THE CENTER OF BROADWAY, 25 FT.
 DV0445'WEST OF THE CENTER OF A FARM RD. SOUTH, 3 FT. NORTHEAST OF A
 DV0445'FENCECORNER.
 DV0445
 DV0445                          STATION RECOVERY (1992)
 DV0445
 DV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0445'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0445'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0483 ***********************************************************************
 CZ0483  DESIGNATION -  99+16.7
 CZ0483  PID         -  CZ0483
 CZ0483  STATE/COUNTY-  AZ/PIMA
 CZ0483  USGS QUAD   -  MARANA (1992)
 CZ0483
 CZ0483                         *CURRENT SURVEY CONTROL
 CZ0483  ___________________________________________________________________
 CZ0483* NAD 83(1986)-  32 28 51.     (N)    111 14 29.     (W)     SCALED    
 CZ0483* NAVD 88     -       595.695  (meters)    1954.38   (feet)  ADJUSTED  
 CZ0483  ___________________________________________________________________
 CZ0483  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0483  DYNAMIC HT  -         594.914 (meters)    1951.81  (feet)  COMP
 CZ0483  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 CZ0483
 CZ0483  VERT ORDER  -  FIRST     CLASS II
 CZ0483
 CZ0483.The horizontal coordinates were scaled from a topographic map and have
 CZ0483.an estimated accuracy of +/- 6 seconds.
 CZ0483
 CZ0483.The orthometric height was determined by differential leveling
 CZ0483.and adjusted by the National Geodetic Survey in June 1991..
 CZ0483
 CZ0483.The geoid height was determined by GEOID03.
 CZ0483
 CZ0483.The dynamic height is computed by dividing the NAVD 88
 CZ0483.geopotential number by the normal gravity value computed on the
 CZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0483.degrees latitude (g = 980.6199 gals.).
 CZ0483
 CZ0483.The modeled gravity was interpolated from observed gravity values.
 CZ0483
 CZ0483;                    North         East    Units  Estimated Accuracy
 CZ0483;SPC AZ C     -   164,380.      276,830.      MT  (+/- 180 meters Scaled)
 CZ0483
 CZ0483                          SUPERSEDED SURVEY CONTROL
 CZ0483
 CZ0483  NGVD 29 (??/??/92)  595.166  (m)         1952.64   (f) ADJ UNCH    1 2
 CZ0483
 CZ0483.Superseded values are not recommended for survey control.
 CZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0483.See file dsdata.txt to determine how the superseded data were derived.
 CZ0483
 CZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA773937(NAD 83)
 CZ0483_MARKER: DD = SURVEY DISK
 CZ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0483_SP_SET: CURBING
 CZ0483_STAMPING: 99+16.7 1931
 CZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0483
 CZ0483  HISTORY     - Date     Condition        Report By
 CZ0483  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0483  HISTORY     - 1951     GOOD             NGS
 CZ0483  HISTORY     - 1960     GOOD             NGS
 CZ0483  HISTORY     - 1980     GOOD             NGS
 CZ0483  HISTORY     - 19960204 GOOD             USPSQD
 CZ0483
 CZ0483                          STATION DESCRIPTION
 CZ0483
 CZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0483'2.3 MI NW FROM MARANA.
 CZ0483'2.3 MILES NORTHWEST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0483'PACIFIC RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE
 CZ0483'NUMBER 959.70, AND IN THE TOP OF THE APPROXIMATE CENTER OF THE
 CZ0483'NORTHEAST CURBING OF THE HIGHWAY BRIDGE, 63.3 FEET SOUTHEAST OF
 CZ0483'TELEGRAPH POLE NUMBER 2, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0483'NORTHWEST BOUND HIGHWAY TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0483'HIGHWAY.
 CZ0483
 CZ0483                          STATION RECOVERY (1960)
 CZ0483
 CZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0483'RECOVERED IN GOOD CONDITION.
 CZ0483
 CZ0483                          STATION RECOVERY (1980)
 CZ0483
 CZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0483'39.1 KILOMETERS (24.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0483'COMPANY RAILROAD, AT RAILROAD MILEAGE 959.70, AT A FIVE CHANNEL
 CZ0483'FRONTAGE ROAD CONCRETE BRIDGE, IN TOP OF THE NORTHEAST HEADWALL
 CZ0483'8.9 METERS (29.2 FEET) NORTHWEST OF THE SOUTHEAST END, 35.8 METERS
 CZ0483'(117.6 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET)
 CZ0483'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0483'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0483
 CZ0483                          STATION RECOVERY (1996)
 CZ0483
 CZ0483'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0695 ***********************************************************************
 DW0695  DESIGNATION -  995.17
 DW0695  PID         -  DW0695
 DW0695  STATE/COUNTY-  AZ/LA PAZ
 DW0695  USGS QUAD   -  QUARTZSITE (1990)
 DW0695
 DW0695                         *CURRENT SURVEY CONTROL
 DW0695  ___________________________________________________________________
 DW0695* NAD 83(1986)-  33 39 59.     (N)    114 10 42.     (W)     SCALED    
 DW0695* NAVD 88     -       304.15   (+/-2cm)     997.9    (feet)  VERTCON   
 DW0695  ___________________________________________________________________
 DW0695  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DW0695
 DW0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0695
 DW0695.The horizontal coordinates were scaled from a topographic map and have
 DW0695.an estimated accuracy of +/- 6 seconds.
 DW0695
 DW0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0695.The vertical order pertains to the NGVD 29 superseded value.
 DW0695
 DW0695.The geoid height was determined by GEOID03.
 DW0695
 DW0695;                    North         East    Units  Estimated Accuracy
 DW0695;SPC AZ W     -   295,750.      173,640.      MT  (+/- 180 meters Scaled)
 DW0695
 DW0695                          SUPERSEDED SURVEY CONTROL
 DW0695
 DW0695  NGVD 29 (??/??/??)  303.472  (m)          995.64   (f) ADJUSTED    1 2
 DW0695
 DW0695.Superseded values are not recommended for survey control.
 DW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0695.See file dsdata.txt to determine how the superseded data were derived.
 DW0695
 DW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT616287(NAD 83)
 DW0695_MARKER: DD = SURVEY DISK
 DW0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0695_SP_SET: GUARDRAIL
 DW0695_STAMPING: 995.17 1166+30 1932
 DW0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0695
 DW0695  HISTORY     - Date     Condition        Report By
 DW0695  HISTORY     - 1932     MONUMENTED       AZHD
 DW0695  HISTORY     - 1962     GOOD             NGS
 DW0695  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0695
 DW0695                          STATION DESCRIPTION
 DW0695
 DW0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0695'3.2 MI E FROM QUARTZSITE.
 DW0695'2.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0695'AT QUARTZSITE, THENCE 1.1 MILES EAST ALONG OLD U.S. HIGHWAY 60,
 DW0695'SET IN TOP AND CENTER OF THE SOUTH CONCRETE GUARDRAIL OF A 60
 DW0695'FOOT CONCRETE BRIDGE WITH 3 OPENINGS, 12 FEET SOUTH OF THE
 DW0695'CENTER OF THE OLD HIGHWAY, ABOUT 145 YARDS SOUTH OF THE CENTER
 DW0695'OF THE EAST BOUND LANE OF HIGHWAY 60 AND 70, AND IS ABOUT 2.5
 DW0695'FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 DW0695
 DW0695                          STATION RECOVERY (1981)
 DW0695
 DW0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0695'NOT RECOVERED. NOTE-BRIDGE WAS FOUND BUT DISK HAD BEEN REMOVED, MARK
 DW0695'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1329 ***********************************************************************
 DV1329  DESIGNATION -  999.54 NW
 DV1329  PID         -  DV1329
 DV1329  STATE/COUNTY-  AZ/MARICOPA
 DV1329  USGS QUAD   -  PERRYVILLE (1982)
 DV1329
 DV1329                         *CURRENT SURVEY CONTROL
 DV1329  ___________________________________________________________________
 DV1329* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1329* NAVD 88     -       305.244  (meters)    1001.45   (feet)  ADJUSTED  
 DV1329  ___________________________________________________________________
 DV1329  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1329  DYNAMIC HT  -         304.890 (meters)    1000.29  (feet)  COMP
 DV1329  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1329
 DV1329  VERT ORDER  -  FIRST     CLASS II
 DV1329
 DV1329.The horizontal coordinates were scaled from a topographic map and have
 DV1329.an estimated accuracy of +/- 6 seconds.
 DV1329
 DV1329.The orthometric height was determined by differential leveling
 DV1329.and adjusted by the National Geodetic Survey in November 1993..
 DV1329
 DV1329.The geoid height was determined by GEOID03.
 DV1329
 DV1329.The dynamic height is computed by dividing the NAVD 88
 DV1329.geopotential number by the normal gravity value computed on the
 DV1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1329.degrees latitude (g = 980.6199 gals.).
 DV1329
 DV1329.The modeled gravity was interpolated from observed gravity values.
 DV1329
 DV1329;                    North         East    Units  Estimated Accuracy
 DV1329;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1329
 DV1329                          SUPERSEDED SURVEY CONTROL
 DV1329
 DV1329.No superseded survey control is available for this station.
 DV1329
 DV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1329_MARKER: DB = BENCH MARK DISK
 DV1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1329_SP_SET: CONCRETE BRIDGE
 DV1329_STAMPING: 999.54 NW
 DV1329_MARK LOGO: AZDT  
 DV1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1329
 DV1329  HISTORY     - Date     Condition        Report By
 DV1329  HISTORY     - UNK      MONUMENTED       AZDT
 DV1329  HISTORY     - 1981     GOOD             AZDT
 DV1329
 DV1329                          STATION DESCRIPTION
 DV1329
 DV1329'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1329'2.7 MI NW FROM AVONDALE.
 DV1329'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1329'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE NORTHWEST DADO
 DV1329'OF THE WESTBOUND, 9.1 FT (2.77 M) EAST OF THE WEST END OF THE NORTH
 DV1329'WEST DADO, 24.7 FT (7.53 M) NORTH OF THE WESTBOUND CENTERLINE, 3.1
 DV1329'FT (0.94 M) ABOVE TOP OF DECK ON DADO.  A STANDARD AZDT ALUMINUM CAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1330 ***********************************************************************
 DV1330  DESIGNATION -  999.54 SE
 DV1330  PID         -  DV1330
 DV1330  STATE/COUNTY-  AZ/MARICOPA
 DV1330  USGS QUAD   -  PERRYVILLE (1982)
 DV1330
 DV1330                         *CURRENT SURVEY CONTROL
 DV1330  ___________________________________________________________________
 DV1330* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1330* NAVD 88     -       305.242  (meters)    1001.45   (feet)  ADJUSTED  
 DV1330  ___________________________________________________________________
 DV1330  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1330  DYNAMIC HT  -         304.888 (meters)    1000.29  (feet)  COMP
 DV1330  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1330
 DV1330  VERT ORDER  -  FIRST     CLASS II
 DV1330
 DV1330.The horizontal coordinates were scaled from a topographic map and have
 DV1330.an estimated accuracy of +/- 6 seconds.
 DV1330
 DV1330.The orthometric height was determined by differential leveling
 DV1330.and adjusted by the National Geodetic Survey in November 1993..
 DV1330
 DV1330.The geoid height was determined by GEOID03.
 DV1330
 DV1330.The dynamic height is computed by dividing the NAVD 88
 DV1330.geopotential number by the normal gravity value computed on the
 DV1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1330.degrees latitude (g = 980.6199 gals.).
 DV1330
 DV1330.The modeled gravity was interpolated from observed gravity values.
 DV1330
 DV1330;                    North         East    Units  Estimated Accuracy
 DV1330;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1330
 DV1330                          SUPERSEDED SURVEY CONTROL
 DV1330
 DV1330.No superseded survey control is available for this station.
 DV1330
 DV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1330_MARKER: DB = BENCH MARK DISK
 DV1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1330_SP_SET: CONCRETE BRIDGE
 DV1330_STAMPING: 999.54 SE
 DV1330_MARK LOGO: AZDT  
 DV1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1330
 DV1330  HISTORY     - Date     Condition        Report By
 DV1330  HISTORY     - UNK      MONUMENTED       AZDT
 DV1330  HISTORY     - 1981     GOOD             AZDT
 DV1330
 DV1330                          STATION DESCRIPTION
 DV1330
 DV1330'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1330'2.7 MI NW FROM AVONDALE.
 DV1330'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1330'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE SOUTHEAST DADO
 DV1330'OF THE WESTBOUND BRIDGE.  A STANDARD AZDT ALUMINUM CAP SET IN THE TOP
 DV1330'OF THE DADO 3.1 FT (0.94 M) ABOVE THE TOP OF THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1331 ***********************************************************************
 DV1331  DESIGNATION -  999.54 SW
 DV1331  PID         -  DV1331
 DV1331  STATE/COUNTY-  AZ/MARICOPA
 DV1331  USGS QUAD   -  PERRYVILLE (1982)
 DV1331
 DV1331                         *CURRENT SURVEY CONTROL
 DV1331  ___________________________________________________________________
 DV1331* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1331* NAVD 88     -       305.244  (meters)    1001.45   (feet)  ADJUSTED  
 DV1331  ___________________________________________________________________
 DV1331  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1331  DYNAMIC HT  -         304.890 (meters)    1000.29  (feet)  COMP
 DV1331  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1331
 DV1331  VERT ORDER  -  FIRST     CLASS II
 DV1331
 DV1331.The horizontal coordinates were scaled from a topographic map and have
 DV1331.an estimated accuracy of +/- 6 seconds.
 DV1331
 DV1331.The orthometric height was determined by differential leveling
 DV1331.and adjusted by the National Geodetic Survey in November 1993..
 DV1331
 DV1331.The geoid height was determined by GEOID03.
 DV1331
 DV1331.The dynamic height is computed by dividing the NAVD 88
 DV1331.geopotential number by the normal gravity value computed on the
 DV1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1331.degrees latitude (g = 980.6199 gals.).
 DV1331
 DV1331.The modeled gravity was interpolated from observed gravity values.
 DV1331
 DV1331;                    North         East    Units  Estimated Accuracy
 DV1331;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1331
 DV1331                          SUPERSEDED SURVEY CONTROL
 DV1331
 DV1331.No superseded survey control is available for this station.
 DV1331
 DV1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1331_MARKER: DB = BENCH MARK DISK
 DV1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1331_SP_SET: CONCRETE BRIDGE
 DV1331_STAMPING: 999.54 SW
 DV1331_MARK LOGO: AZDT  
 DV1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1331+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DV1331
 DV1331  HISTORY     - Date     Condition        Report By
 DV1331  HISTORY     - UNK      MONUMENTED       AZDT
 DV1331  HISTORY     - 1981     GOOD             AZDT
 DV1331  HISTORY     - 20060811 GOOD             GEOCAC
 DV1331
 DV1331                          STATION DESCRIPTION
 DV1331
 DV1331'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1331'2.7 MI NW FROM AVONDALE.
 DV1331'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1331'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE SOUTHWEST DADO
 DV1331'OF THE EASTBOUND BRIDGE.  A STANDARD AZDT ALUMINUM CAP SET IN THE TOP
 DV1331'OF THE DADO 3.1 FT (0.94 M) ABOVE THE TOP OF THE BRIDGE DECK.
 DV1331
 DV1331                          STATION RECOVERY (2006)
 DV1331
 DV1331'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0122 ***********************************************************************
 DA0122  DESIGNATION -  A
 DA0122  PID         -  DA0122
 DA0122  STATE/COUNTY-  AZ/MARICOPA
 DA0122  USGS QUAD   -  BIG HORN (1979)
 DA0122
 DA0122                         *CURRENT SURVEY CONTROL
 DA0122  ___________________________________________________________________
 DA0122* NAD 83(1986)-  32 51 50.     (N)    112 24 31.     (W)     SCALED    
 DA0122* NAVD 88     -       516.50   (+/-2cm)    1694.6    (feet)  VERTCON   
 DA0122  ___________________________________________________________________
 DA0122  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA0122
 DA0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0122
 DA0122.The horizontal coordinates were scaled from a topographic map and have
 DA0122.an estimated accuracy of +/- 6 seconds.
 DA0122
 DA0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0122.The vertical order pertains to the NGVD 29 superseded value.
 DA0122
 DA0122.The geoid height was determined by GEOID03.
 DA0122
 DA0122;                    North         East    Units  Estimated Accuracy
 DA0122;SPC AZ C     -   206,770.      167,320.      MT  (+/- 180 meters Scaled)
 DA0122
 DA0122                          SUPERSEDED SURVEY CONTROL
 DA0122
 DA0122  NGVD 29 (??/??/92)  515.836  (m)         1692.37   (f) ADJ UNCH    2 0
 DA0122
 DA0122.Superseded values are not recommended for survey control.
 DA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0122.See file dsdata.txt to determine how the superseded data were derived.
 DA0122
 DA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB682370(NAD 83)
 DA0122_MARKER: DD = SURVEY DISK
 DA0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0122_SP_SET: CULVERT
 DA0122_STAMPING: A
 DA0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0122
 DA0122  HISTORY     - Date     Condition        Report By
 DA0122  HISTORY     - UNK      MONUMENTED       AZHD
 DA0122  HISTORY     - 1960     GOOD             NGS
 DA0122  HISTORY     - 1968     GOOD             DOD
 DA0122
 DA0122                          STATION DESCRIPTION
 DA0122
 DA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0122'18.8 MI E FROM GILA BEND.
 DA0122'18.8 MILES EAST ALONG STATE HIGHWAY 89 FROM THE RAILROAD DEPOT AT GILA
 DA0122'BEND, 150 FEET WEST OF MILE POST 139, 23 FEET NORTH OF THE CENTER LINE
 DA0122'OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH
 DA0122'WING-WALL OF A CONCRETE CULVERT, 2 INCHES HIGHER THAN THE HIGHWAY.
 DA0122
 DA0122                          STATION RECOVERY (1968)
 DA0122
 DA0122'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 DA0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0878 ***********************************************************************
 DV0878  DESIGNATION -  A
 DV0878  PID         -  DV0878
 DV0878  STATE/COUNTY-  AZ/MARICOPA
 DV0878  USGS QUAD   -  BUCKEYE NW (1982)
 DV0878
 DV0878                         *CURRENT SURVEY CONTROL
 DV0878  ___________________________________________________________________
 DV0878* NAD 83(1986)-  33 27 18.     (N)    112 44 52.     (W)     SCALED    
 DV0878* NAVD 88     -       326.89   (+/-2cm)    1072.5    (feet)  VERTCON   
 DV0878  ___________________________________________________________________
 DV0878  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV0878
 DV0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0878
 DV0878.The horizontal coordinates were scaled from a topographic map and have
 DV0878.an estimated accuracy of +/- 6 seconds.
 DV0878
 DV0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0878.The vertical order pertains to the NGVD 29 superseded value.
 DV0878
 DV0878.The geoid height was determined by GEOID03.
 DV0878
 DV0878;                    North         East    Units  Estimated Accuracy
 DV0878;SPC AZ C     -   272,520.      136,100.      MT  (+/- 180 meters Scaled)
 DV0878
 DV0878                          SUPERSEDED SURVEY CONTROL
 DV0878
 DV0878  NGVD 29 (??/??/92)  326.254  (m)         1070.38   (f) ADJ UNCH    2 0
 DV0878
 DV0878.Superseded values are not recommended for survey control.
 DV0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0878.See file dsdata.txt to determine how the superseded data were derived.
 DV0878
 DV0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC375030(NAD 83)
 DV0878_MARKER: DD = SURVEY DISK
 DV0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0878_STAMPING: A
 DV0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0878+STABILITY: SURFACE MOTION
 DV0878
 DV0878  HISTORY     - Date     Condition        Report By
 DV0878  HISTORY     - UNK      MONUMENTED       AZHD
 DV0878  HISTORY     - 1962     GOOD             NGS
 DV0878
 DV0878                          STATION DESCRIPTION
 DV0878
 DV0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0878'12.85 MI SE FROM TONOPAH.
 DV0878'0.2 MILE EAST-SOUTHEAST OF Z 415 74.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0878'DISK STAMPED A, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 DV0878'AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV0878'10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0005 ***********************************************************************
 EU0005  DESIGNATION -  A
 EU0005  PID         -  EU0005
 EU0005  STATE/COUNTY-  AZ/MOHAVE
 EU0005  USGS QUAD   -  TOPOCK (1970)
 EU0005
 EU0005                         *CURRENT SURVEY CONTROL
 EU0005  ___________________________________________________________________
 EU0005* NAD 83(1986)-  34 43 07.     (N)    114 29 01.     (W)     SCALED    
 EU0005* NAVD 88     -       154.43   (+/-2cm)     506.7    (feet)  VERTCON   
 EU0005  ___________________________________________________________________
 EU0005  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0005
 EU0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0005
 EU0005.The horizontal coordinates were scaled from a topographic map and have
 EU0005.an estimated accuracy of +/- 6 seconds.
 EU0005
 EU0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0005.The vertical order pertains to the NGVD 29 superseded value.
 EU0005
 EU0005.The geoid height was determined by GEOID03.
 EU0005
 EU0005;                    North         East    Units  Estimated Accuracy
 EU0005;SPC AZ W     -   412,620.      146,170.      MT  (+/- 180 meters Scaled)
 EU0005
 EU0005                          SUPERSEDED SURVEY CONTROL
 EU0005
 EU0005  NGVD 29 (??/??/??)  153.779  (m)          504.52   (f) ADJUSTED    1 2
 EU0005
 EU0005.Superseded values are not recommended for survey control.
 EU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0005.See file dsdata.txt to determine how the superseded data were derived.
 EU0005
 EU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU304447(NAD 83)
 EU0005_MARKER: Q = CHISELED SQUARE
 EU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0005_SP_SET: STONE
 EU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0005+STABILITY: SURFACE MOTION
 EU0005
 EU0005  HISTORY     - Date     Condition        Report By
 EU0005  HISTORY     - UNK      MONUMENTED       CGS
 EU0005  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0005
 EU0005                          STATION DESCRIPTION
 EU0005
 EU0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0005'AT TOPOCK.
 EU0005'AT TOPOCK, MOHAVE COUNTY, OPPOSITE THE A.T. AND S.F. RAILWAY
 EU0005'STATION, 32.9 FEET SOUTH OF A SEMAPHORE, 8.2 FEET SOUTHEAST OF
 EU0005'A TELEGRAPH POLE 1/2 FOOT NORTHEAST OF A LINE BETWEEN THE POLE
 EU0005'AND ANOTHER POLE ON THE OPPOSITE SIDE OF THE TRACK, 21.2 FEET
 EU0005'SOUTHEAST OF THE CENTERLINE OF THE SOUTH TRACK AND BELOW THE
 EU0005'SURFACE OF THE GROUND.  A CHISELED SQUARE IN THE TOP OF A STONE
 EU0005'POST.  NOTE-- A THROUGH SEARCH WAS MADE FOR THIS MARK BUT IT
 EU0005'WAS NOT RECOVERED.  THE RAILROAD TRACK HAS BEEN RELOCATED IN
 EU0005'THIS AREA AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0559 ***********************************************************************
 CG0559  DESIGNATION -  A
 CG0559  PID         -  CG0559
 CG0559  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0559  USGS QUAD   -  AMADO (1981)
 CG0559
 CG0559                         *CURRENT SURVEY CONTROL
 CG0559  ___________________________________________________________________
 CG0559* NAD 83(1986)-  31 43 09.     (N)    111 03 44.     (W)     SCALED    
 CG0559* NAVD 88     -       937.937  (meters)    3077.22   (feet)  ADJUSTED  
 CG0559  ___________________________________________________________________
 CG0559  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0559  DYNAMIC HT  -         936.552 (meters)    3072.67  (feet)  COMP
 CG0559  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 CG0559
 CG0559  VERT ORDER  -  FIRST     CLASS II
 CG0559
 CG0559.The horizontal coordinates were scaled from a topographic map and have
 CG0559.an estimated accuracy of +/- 6 seconds.
 CG0559
 CG0559.The orthometric height was determined by differential leveling
 CG0559.and adjusted by the National Geodetic Survey in June 1991..
 CG0559
 CG0559.The geoid height was determined by GEOID03.
 CG0559
 CG0559.The dynamic height is computed by dividing the NAVD 88
 CG0559.geopotential number by the normal gravity value computed on the
 CG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0559.degrees latitude (g = 980.6199 gals.).
 CG0559
 CG0559.The modeled gravity was interpolated from observed gravity values.
 CG0559
 CG0559;                    North         East    Units  Estimated Accuracy
 CG0559;SPC AZ C     -    80,050.      294,340.      MT  (+/- 180 meters Scaled)
 CG0559
 CG0559                          SUPERSEDED SURVEY CONTROL
 CG0559
 CG0559  NGVD 29 (??/??/92)  937.150  (m)         3074.63   (f) ADJ UNCH    1 2
 CG0559
 CG0559.Superseded values are not recommended for survey control.
 CG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0559.See file dsdata.txt to determine how the superseded data were derived.
 CG0559
 CG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941093(NAD 83)
 CG0559_MARKER: DB = BENCH MARK DISK
 CG0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0559_SP_SET: CURB
 CG0559_STAMPING: A
 CG0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0559
 CG0559  HISTORY     - Date     Condition        Report By
 CG0559  HISTORY     - UNK      MONUMENTED       AZHD
 CG0559  HISTORY     - 1959     GOOD             NGS
 CG0559  HISTORY     - 1979     GOOD             USGS
 CG0559  HISTORY     - 1980     GOOD             NGS
 CG0559
 CG0559                          STATION DESCRIPTION
 CG0559
 CG0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0559'0.15 MI S FROM AMADO.
 CG0559'0.15 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0559'AT THE SOUTH END OF A LARGE CONCRETE BRIDGE, IN THE TOP OF THE WEST
 CG0559'CURB, 20.9 FEET WEST OF THE CENTER OF THE HIGHWAY, 3.0 FEET NORTH OF
 CG0559'THE SOUTH END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0559
 CG0559                          STATION RECOVERY (1979)
 CG0559
 CG0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0559'0.45 MILES SOUTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD AT SOUTH END
 CG0559'OF LARGE CONCRETE BRIDGE, 20.9 FEET WEST OF CENTER LINE OF FRONTAGE
 CG0559'ROAD, 3.0 FEET NORTH OF SOUTH END OF CRUB, 1.0 FEET HIGHER THAN ROAD
 CG0559'IN SOUTHWEST CORNER OF BRIDGE.
 CG0559
 CG0559                          STATION RECOVERY (1980)
 CG0559
 CG0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0559'0.6 KILOMETER (0.35 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0559'INTERSTATE HIGHWAY I-19 FROM THE POST OFFICE AT AMADO, 6.5 METERS
 CG0559'(21.3 FEET) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, (OLD
 CG0559'HIGHWAY 89 ), 0.95 METER (3.15 FEET) NORTH OF THE SOUTH END OF
 CG0559'THE CURB.
 CG0559'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0570 ***********************************************************************
 FS0570  DESIGNATION -  A 1
 FS0570  PID         -  FS0570
 FS0570  STATE/COUNTY-  AZ/MOHAVE
 FS0570  USGS QUAD   -  KINGMAN (1980)
 FS0570
 FS0570                         *CURRENT SURVEY CONTROL
 FS0570  ___________________________________________________________________
 FS0570* NAD 83(1986)-  35 11 17.     (N)    114 03 08.     (W)     SCALED    
 FS0570* NAVD 88     -      1018.999  (meters)    3343.17   (feet)  ADJUSTED  
 FS0570  ___________________________________________________________________
 FS0570  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0570  DYNAMIC HT  -        1017.799 (meters)    3339.23  (feet)  COMP
 FS0570  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 FS0570
 FS0570  VERT ORDER  -  FIRST     CLASS II
 FS0570
 FS0570.The horizontal coordinates were scaled from a topographic map and have
 FS0570.an estimated accuracy of +/- 6 seconds.
 FS0570
 FS0570.The orthometric height was determined by differential leveling
 FS0570.and adjusted by the National Geodetic Survey in June 1991..
 FS0570
 FS0570.The geoid height was determined by GEOID03.
 FS0570
 FS0570.The dynamic height is computed by dividing the NAVD 88
 FS0570.geopotential number by the normal gravity value computed on the
 FS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0570.degrees latitude (g = 980.6199 gals.).
 FS0570
 FS0570.The modeled gravity was interpolated from observed gravity values.
 FS0570
 FS0570;                    North         East    Units  Estimated Accuracy
 FS0570;SPC AZ W     -   464,490.      185,840.      MT  (+/- 180 meters Scaled)
 FS0570
 FS0570                          SUPERSEDED SURVEY CONTROL
 FS0570
 FS0570  NGVD 29 (??/??/92) 1018.216  (m)         3340.60   (f) ADJ UNCH    1 2
 FS0570
 FS0570.Superseded values are not recommended for survey control.
 FS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0570.See file dsdata.txt to determine how the superseded data were derived.
 FS0570
 FS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU684978(NAD 83)
 FS0570_MARKER: DB = BENCH MARK DISK
 FS0570_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FS0570_STAMPING: 3340.597
 FS0570_MARK LOGO: CGS   
 FS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0570+STABILITY: SURFACE MOTION
 FS0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FS0570+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS0570
 FS0570  HISTORY     - Date     Condition        Report By
 FS0570  HISTORY     - UNK      MONUMENTED       CGS
 FS0570  HISTORY     - 1961     GOOD             NGS
 FS0570  HISTORY     - 1982     GOOD             NGS
 FS0570  HISTORY     - 20051020 GOOD             NGS
 FS0570
 FS0570                          STATION DESCRIPTION
 FS0570
 FS0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0570'AT KINGMAN.
 FS0570'AT KINGMAN, MOHAVE COUNTY, AT THE ATCHISON, TOPEKA, AND SANTA
 FS0570'FE RAILWAY STATION, SET VERTICALLY IN THE SOUTH WALL OF THE
 FS0570'STATION, AT THE SOUTHEAST CORNER OF THE TICKET OFFICE, 15.2 FEET
 FS0570'NORTH OF THE CENTER OF THE NORTH TRACK, 0.7 FEET WEST OF THE EDGE
 FS0570'OF THE WALK, AND 4.2 FEET ABOVE THE PLATFORM.  A STANDARD DISK
 FS0570'STAMPED 3340. 597.
 FS0570
 FS0570                          STATION RECOVERY (1982)
 FS0570
 FS0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0570'RECOVERED IN GOOD CONDITION.
 FS0570
 FS0570                          STATION RECOVERY (2005)
 FS0570
 FS0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0570'RR IS NOW BNSF.  RR STATION IS ALONG ANDY DEVINE AVE = HISTORIC US 66.
 FS0570'DISK IS STAMPED 'ELEV. 3340.597 FT.'  THERE IS NO SIDEWALK AND RR
 FS0570'STATION IS CURRENTLY UNDER RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0645 ***********************************************************************
 FQ0645  DESIGNATION -  A 1
 FQ0645  PID         -  FQ0645
 FQ0645  STATE/COUNTY-  AZ/COCONINO
 FQ0645  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0645
 FQ0645                         *CURRENT SURVEY CONTROL
 FQ0645  ___________________________________________________________________
 FQ0645* NAD 83(1992)-  35 14 04.80452(N)    111 44 11.99397(W)     ADJUSTED  
 FQ0645* NAVD 88     -      2532.1    (meters)    8307.     (feet)  VERTCON   
 FQ0645  ___________________________________________________________________
 FQ0645  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FQ0645  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0645
 FQ0645  HORZ ORDER  -  SECOND
 FQ0645
 FQ0645.The horizontal coordinates were established by classical geodetic methods
 FQ0645.and adjusted by the National Geodetic Survey in August 1993..
 FQ0645
 FQ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0645
 FQ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0645
 FQ0645.The geoid height was determined by GEOID03.
 FQ0645
 FQ0645;                    North         East     Units Scale Factor Converg.
 FQ0645;SPC AZ C     -   469,621.159   229,743.343   MT  0.99990331   +0 06 13.9
 FQ0645;SPC AZ C     - 1,540,751.83    753,751.13   iFT  0.99990331   +0 06 13.9
 FQ0645;UTM  12      - 3,899,315.961   432,969.957   MT  0.99965537   -0 25 30.1
 FQ0645
 FQ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0645!SPC AZ C     -   0.99960632  x   0.99990331  =   0.99950967
 FQ0645!UTM  12      -   0.99960632  x   0.99965537  =   0.99926182
 FQ0645
 FQ0645|---------------------------------------------------------------------|
 FQ0645| PID    Reference Object                     Distance      Geod. Az  |
 FQ0645|                                                           dddmmss.s |
 FQ0645| CH2172 A 1 RM 2                             63.640 METERS 00106     |
 FQ0645| FQ0633 ELDEN                               APPROX.12.7 KM 0864601.9 |
 FQ0645| CH2171 A 1 RM 1                              5.346 METERS 26833     |
 FQ0645|---------------------------------------------------------------------|
 FQ0645
 FQ0645                          SUPERSEDED SURVEY CONTROL
 FQ0645
 FQ0645  NAD 83(1986)-  35 14 04.80087(N)    111 44 11.99046(W) AD(       ) 2
 FQ0645  NAD 27      -  35 14 04.76923(N)    111 44 09.39575(W) AD(       ) 2
 FQ0645  NGVD 29 (05/08/89) 2531.0    (m)         8304.     (f) VERT ANG       
 FQ0645
 FQ0645.Superseded values are not recommended for survey control.
 FQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0645.See file dsdata.txt to determine how the superseded data were derived.
 FQ0645
 FQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3297099316(NAD 83)
 FQ0645_MARKER: DS = TRIANGULATION STATION DISK
 FQ0645_SETTING: 80 = SET IN A BOULDER
 FQ0645_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0645
 FQ0645  HISTORY     - Date     Condition        Report By
 FQ0645  HISTORY     - 1958     MONUMENTED       CGS
 FQ0645  HISTORY     - 1960     GOOD             USFS
 FQ0645  HISTORY     - 1965     GOOD             USGS
 FQ0645
 FQ0645                          STATION DESCRIPTION
 FQ0645
 FQ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0645'THE STATION IS ABOUT 5 MILES NORTHWEST OF FLAGSTAFF, ON THE
 FQ0645'CREST OF A-1 MOUNTAIN.
 FQ0645'
 FQ0645'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0645'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 5.0 MILES TO
 FQ0645'RIORDAN OVERPASS.  CONTINUE WESTERLY ON THE HIGHWAY FOR 0.4 MILE
 FQ0645'TO A GRADED CINDER ROAD ON THE RIGHT, TURN RIGHT ACROSS A
 FQ0645'CATTLE GUARD IN THE RIGHT-OF-WAY FENCE AND FOLLOW THE CINDER
 FQ0645'ROAD NORTHERLY AS PER SIGNS 4 A-1 MOUNTAIN AND 6 FORT VALLEY
 FQ0645'FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE
 FQ0645'TO A FORK, TAKE THE LEFT AND FOLLOW THE CINDER ROAD FOR 1.0
 FQ0645'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 FQ0645'FOR 1.3 MILES TO A TRACK ROAD ON THE LEFT JUST BEFORE
 FQ0645'REACHING A CONCRETE BUILDING AND STEEL MASTS.  TURN LEFT ON
 FQ0645'THE TRACK ROAD AND FOLLOW IT UPGRADE TO THE TOP OF THE
 FQ0645'HILL AND STATION.  THE ROAD IS HARD TO DISCERN AS IT NEARS THE
 FQ0645'TOP, AND A 4-WHEEL DRIVE VEHICLE IS REQUIRED.
 FQ0645'
 FQ0645'THE STATION MARK IS A STANDARD DISK STAMPED A 1 1958, SET
 FQ0645'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS
 FQ0645'16 FEET SOUTHEAST OF A PINE TREE BEARING A TRIANGULAR BLAZE
 FQ0645'AND A WITNESS POST SIGN.
 FQ0645'
 FQ0645'R.M. 1 IS A STANDARD DISK STAMPED A 1 NO 1 1958, SET IN A DRILL
 FQ0645'HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 15 FEET SOUTH
 FQ0645'OF THE BLAZED PINE WITNESS POST.
 FQ0645'
 FQ0645'R.M. 2 IS A FOREST SERVICE DISK STAMPED A-1, SET IN A DRILL
 FQ0645'HOLE IN A BOULDER THAT PROJECTS 2 FEET.  IT IS 12 INCHES SOUTHWEST
 FQ0645'OF A 2-FOOT CAIRN.
 FQ0645
 FQ0645                          STATION RECOVERY (1960)
 FQ0645
 FQ0645'RECOVERY NOTE BY US FOREST SERVICE 1960
 FQ0645'(OFFICE NOTE)--THE DISTANCE TO REFERENCE MARK NO. 2 (A 1 USFS),
 FQ0645'IS LISTED AS 208.8 FEET.  ALTHOUGH A FIELD CHECK HAS NOT BEEN
 FQ0645'MADE TO DATE, THE U.S. FOREST SERVICE SUGGESTS THAT THE DISTANCE
 FQ0645'MAY BE 280.8 FEET.
 FQ0645'
 FQ0645'THE ORIGINAL RECORDS DO NOT REVEAL ANY ERRORS BUT THE DISTANCE
 FQ0645'WAS DETERMINED BY A SINGLE MEASUREMENT.
 FQ0645
 FQ0645                          STATION RECOVERY (1965)
 FQ0645
 FQ0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0645'RECOVERED IN GOOD CONDITION.
 FQ0645'
 FQ0645'NOTE--SIGN SHOULD READ (3 A-1 MOUNTAIN AND 5 FORT VALLEY)
 FQ0645'INSTEAD OF (4 A-1 MOUNTAIN AND 6 FORT VALLEY).  RM 2 HORIZONTAL
 FQ0645'DISTANCE IS 282.53 FT INSTEAD OF 208.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1477 ***********************************************************************
 GR1477  DESIGNATION -  A 1
 GR1477  PID         -  GR1477
 GR1477  STATE/COUNTY-  AZ/MOHAVE
 GR1477  USGS QUAD   -  HOOVER DAM (1997)
 GR1477
 GR1477                         *CURRENT SURVEY CONTROL
 GR1477  ___________________________________________________________________
 GR1477* NAD 83(1992)-  36 02 04.20839(N)    114 43 09.61353(W)     ADJUSTED  
 GR1477* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1477  ___________________________________________________________________
 GR1477  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 GR1477  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GR1477
 GR1477  HORZ ORDER  -  THIRD
 GR1477
 GR1477.The horizontal coordinates were established by classical geodetic methods
 GR1477.and adjusted by the National Geodetic Survey in August 1993..
 GR1477
 GR1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1477
 GR1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1477
 GR1477.The geoid height was determined by GEOID03.
 GR1477
 GR1477;                    North         East     Units Scale Factor Converg.
 GR1477;SPC AZ W     -   558,794.205   126,003.608   MT  1.00002733   -0 34 13.0
 GR1477;SPC AZ W     - 1,833,314.32    413,397.66   iFT  1.00002733   -0 34 13.0
 GR1477;SPC NV E     - 8,142,843.805   277,860.271   MT  0.99997467   +0 30 29.8
 GR1477;SPC NV E     -26,715,313.38    911,613.24   sFT  0.99997467   +0 30 29.8
 GR1477;UTM  11      - 3,990,181.776   705,478.005   MT  1.00012027   +1 20 31.6
 GR1477
 GR1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1477!SPC AZ W     -   0.99994703  x   1.00002733  =   0.99997436
 GR1477!SPC NV E     -   0.99994703  x   0.99997467  =   0.99992170
 GR1477!UTM  11      -   0.99994703  x   1.00012027  =   1.00006729
 GR1477
 GR1477:                Primary Azimuth Mark                     Grid Az
 GR1477:SPC AZ W     -  A 1 A                                    182 26 36.2
 GR1477:SPC NV E     -  A 1 A                                    181 21 53.4
 GR1477:UTM  11      -  A 1 A                                    180 31 51.6
 GR1477
 GR1477|---------------------------------------------------------------------|
 GR1477| PID    Reference Object                     Distance      Geod. Az  |
 GR1477|                                                           dddmmss.s |
 GR1477| GR1488 A 1 A                               APPROX. 0.6 KM 1815223.2 |
 GR1477|---------------------------------------------------------------------|
 GR1477
 GR1477                          SUPERSEDED SURVEY CONTROL
 GR1477
 GR1477  NAD 83(1986)-  36 02 04.19584(N)    114 43 09.60245(W) AD(       ) 3
 GR1477  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1477
 GR1477.Superseded values are not recommended for survey control.
 GR1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1477.See file dsdata.txt to determine how the superseded data were derived.
 GR1477
 GR1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0547890182(NAD 83)
 GR1477_MARKER: DS = TRIANGULATION STATION DISK
 GR1477_SETTING: 66 = SET IN ROCK OUTCROP
 GR1477_SP_SET: SET IN ROCK OUTCROP
 GR1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1477+STABILITY: POSITION/ELEVATION WELL
 GR1477
 GR1477  HISTORY     - Date     Condition        Report By
 GR1477  HISTORY     - 1947     MONUMENTED       USGS
 GR1477
 GR1477                          STATION DESCRIPTION
 GR1477
 GR1477'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1477'LOCATED ABOUT 1.7 MI E. OF HOOVER DAM.  ON PROMINENT ROCKY POINT
 GR1477'BETWEEN BLACK CANYON AND DEADMAN GULCH, ABOUT 60 FT. ABOVE HIGH
 GR1477'WATER MARK.
 GR1477'
 GR1477'TO REACH NOT GIVEN.
 GR1477'
 GR1477'STATION MARK--STANDARD TABLET STAMPED---A1 1947---, CEMENTED IN
 GR1477'ROCK OUTCROP.
 GR1477'
 GR1477'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1488 ***********************************************************************
 GR1488  DESIGNATION -  A 1 A
 GR1488  PID         -  GR1488
 GR1488  STATE/COUNTY-  AZ/MOHAVE
 GR1488  USGS QUAD   -  HOOVER DAM (1997)
 GR1488
 GR1488                         *CURRENT SURVEY CONTROL
 GR1488  ___________________________________________________________________
 GR1488* NAD 83(1992)-  36 01 43.64422(N)    114 43 10.44147(W)     ADJUSTED  
 GR1488* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1488  ___________________________________________________________________
 GR1488  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 GR1488  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GR1488
 GR1488  HORZ ORDER  -  THIRD
 GR1488
 GR1488.The horizontal coordinates were established by classical geodetic methods
 GR1488.and adjusted by the National Geodetic Survey in August 1993..
 GR1488
 GR1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1488
 GR1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1488
 GR1488.The geoid height was determined by GEOID03.
 GR1488
 GR1488;                    North         East     Units Scale Factor Converg.
 GR1488;SPC AZ W     -   558,160.595   125,976.572   MT  1.00002739   -0 34 13.2
 GR1488;SPC AZ W     - 1,831,235.55    413,308.96   iFT  1.00002739   -0 34 13.2
 GR1488;SPC NV E     - 8,142,209.831   277,845.166   MT  0.99997464   +0 30 29.1
 GR1488;SPC NV E     -26,713,233.42    911,563.68   sFT  0.99997464   +0 30 29.1
 GR1488;UTM  11      - 3,989,547.558   705,472.126   MT  1.00012024   +1 20 30.5
 GR1488
 GR1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1488!SPC AZ W     -   0.99995080  x   1.00002739  =   0.99997819
 GR1488!SPC NV E     -   0.99995080  x   0.99997464  =   0.99992544
 GR1488!UTM  11      -   0.99995080  x   1.00012024  =   1.00007103
 GR1488
 GR1488:                Primary Azimuth Mark                     Grid Az
 GR1488:SPC AZ W     -  A 1 B                                    220 50 31.5
 GR1488:SPC NV E     -  A 1 B                                    219 45 49.2
 GR1488:UTM  11      -  A 1 B                                    218 55 47.8
 GR1488
 GR1488|---------------------------------------------------------------------|
 GR1488| PID    Reference Object                     Distance      Geod. Az  |
 GR1488|                                                           dddmmss.s |
 GR1488| GR1489 A 1 B                               APPROX. 0.8 KM 2201618.3 |
 GR1488| GR1665 N 1 B                               478.218 METERS 2683718.4 |
 GR1488|---------------------------------------------------------------------|
 GR1488
 GR1488                          SUPERSEDED SURVEY CONTROL
 GR1488
 GR1488  NAD 83(1986)-  36 01 43.63171(N)    114 43 10.43059(W) AD(       ) 3
 GR1488  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG       
 GR1488
 GR1488.Superseded values are not recommended for survey control.
 GR1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1488.See file dsdata.txt to determine how the superseded data were derived.
 GR1488
 GR1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0547289548(NAD 83)
 GR1488_MARKER: DS = TRIANGULATION STATION DISK
 GR1488_SETTING: 66 = SET IN ROCK OUTCROP
 GR1488_SP_SET: SET IN ROCK OUTCROP
 GR1488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1488+STABILITY: POSITION/ELEVATION WELL
 GR1488
 GR1488  HISTORY     - Date     Condition        Report By
 GR1488  HISTORY     - 1947     MONUMENTED       USGS
 GR1488
 GR1488                          STATION DESCRIPTION
 GR1488
 GR1488'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1488'LOCATED ABOUT 6700 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1488'DAM, ON STEEP CANYON WALL, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GR1488'ADVISABLE TO USE ROPES ON THIS STATION.
 GR1488'
 GR1488'TO REACH NOT GIVEN.
 GR1488'
 GR1488'STATION MARK--STANDARD TABLET STAMPED---A1A 1947---, CEMENTED IN
 GR1488'ROCK OUTCROP.
 GR1488'
 GR1488'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1489 ***********************************************************************
 GR1489  DESIGNATION -  A 1 B
 GR1489  PID         -  GR1489
 GR1489  STATE/COUNTY-  AZ/MOHAVE
 GR1489  USGS QUAD   -  HOOVER DAM (1997)
 GR1489
 GR1489                         *CURRENT SURVEY CONTROL
 GR1489  ___________________________________________________________________
 GR1489* NAD 83(1992)-  36 01 25.05308(N)    114 43 29.83029(W)     ADJUSTED  
 GR1489* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1489  ___________________________________________________________________
 GR1489  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 GR1489  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GR1489
 GR1489  HORZ ORDER  -  THIRD
 GR1489
 GR1489.The horizontal coordinates were established by classical geodetic methods
 GR1489.and adjusted by the National Geodetic Survey in August 1993..
 GR1489
 GR1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1489
 GR1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1489
 GR1489.The geoid height was determined by GEOID03.
 GR1489
 GR1489;                    North         East     Units Scale Factor Converg.
 GR1489;SPC AZ W     -   557,592.435   125,485.422   MT  1.00002845   -0 34 24.3
 GR1489;SPC AZ W     - 1,829,371.51    411,697.58   iFT  1.00002845   -0 34 24.3
 GR1489;SPC NV E     - 8,141,632.560   277,364.821   MT  0.99997373   +0 30 17.5
 GR1489;SPC NV E     -26,711,339.49    909,987.75   sFT  0.99997373   +0 30 17.5
 GR1489;UTM  11      - 3,988,963.274   705,000.163   MT  1.00011785   +1 20 18.5
 GR1489
 GR1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1489!SPC AZ W     -   0.99994515  x   1.00002845  =   0.99997360
 GR1489!SPC NV E     -   0.99994515  x   0.99997373  =   0.99991888
 GR1489!UTM  11      -   0.99994515  x   1.00011785  =   1.00006299
 GR1489
 GR1489:                Primary Azimuth Mark                     Grid Az
 GR1489:SPC AZ W     -  N 1 B                                    001 19 22.9
 GR1489:SPC NV E     -  N 1 B                                    000 14 41.1
 GR1489:UTM  11      -  N 1 B                                    359 24 40.1
 GR1489
 GR1489|---------------------------------------------------------------------|
 GR1489| PID    Reference Object                     Distance      Geod. Az  |
 GR1489|                                                           dddmmss.s |
 GR1489| GR1665 N 1 B                               APPROX. 0.6 KM 0004458.6 |
 GR1489| GR1490 A 1 C                               APPROX. 0.8 KM 2250607.5 |
 GR1489|---------------------------------------------------------------------|
 GR1489
 GR1489                          SUPERSEDED SURVEY CONTROL
 GR1489
 GR1489  NAD 83(1986)-  36 01 25.04080(N)    114 43 29.81949(W) AD(       ) 3
 GR1489  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1489
 GR1489.Superseded values are not recommended for survey control.
 GR1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1489.See file dsdata.txt to determine how the superseded data were derived.
 GR1489
 GR1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0500088963(NAD 83)
 GR1489_MARKER: DS = TRIANGULATION STATION DISK
 GR1489_SETTING: 66 = SET IN ROCK OUTCROP
 GR1489_SP_SET: SET IN BEDROCK
 GR1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1489+STABILITY: POSITION/ELEVATION WELL
 GR1489
 GR1489  HISTORY     - Date     Condition        Report By
 GR1489  HISTORY     - 1947     MONUMENTED       USGS
 GR1489
 GR1489                          STATION DESCRIPTION
 GR1489
 GR1489'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1489'LOCATED ABOUT 4300 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1489'DAM, ON PROMINENT ROCKY POINT, ABOUT 90 FT. ABOVE HIGH WATER
 GR1489'MARK.
 GR1489'
 GR1489'TO REACH NOT GIVEN.
 GR1489'
 GR1489'STATION MARK--STANDARD TABLET STAMPED---A1B 1947---, CEMENTED IN
 GR1489'BEDROCK.
 GR1489'
 GR1489'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1490 ***********************************************************************
 GR1490  DESIGNATION -  A 1 C
 GR1490  PID         -  GR1490
 GR1490  STATE/COUNTY-  AZ/MOHAVE
 GR1490  USGS QUAD   -  HOOVER DAM (1997)
 GR1490
 GR1490                         *CURRENT SURVEY CONTROL
 GR1490  ___________________________________________________________________
 GR1490* NAD 83(1992)-  36 01 05.64838(N)    114 43 53.80050(W)     ADJUSTED  
 GR1490* NAVD 88     -       463.7    (meters)    1521.     (feet)  VERTCON   
 GR1490  ___________________________________________________________________
 GR1490  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GR1490  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1490
 GR1490  HORZ ORDER  -  THIRD
 GR1490
 GR1490.The horizontal coordinates were established by classical geodetic methods
 GR1490.and adjusted by the National Geodetic Survey in August 1993..
 GR1490
 GR1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1490
 GR1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1490
 GR1490.The geoid height was determined by GEOID03.
 GR1490
 GR1490;                    North         East     Units Scale Factor Converg.
 GR1490;SPC AZ W     -   557,000.382   124,879.242   MT  1.00002977   -0 34 38.2
 GR1490;SPC AZ W     - 1,827,429.07    409,708.80   iFT  1.00002977   -0 34 38.2
 GR1490;SPC NV E     - 8,141,029.239   276,769.923   MT  0.99997260   +0 30 03.1
 GR1490;SPC NV E     -26,709,360.09    908,035.99   sFT  0.99997260   +0 30 03.1
 GR1490;UTM  11      - 3,988,351.275   704,414.021   MT  1.00011489   +1 20 03.7
 GR1490
 GR1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1490!SPC AZ W     -   0.99993166  x   1.00002977  =   0.99996143
 GR1490!SPC NV E     -   0.99993166  x   0.99997260  =   0.99990426
 GR1490!UTM  11      -   0.99993166  x   1.00011489  =   1.00004654
 GR1490
 GR1490:                Primary Azimuth Mark                     Grid Az
 GR1490:SPC AZ W     -  N 1 C                                    011 08 32.2
 GR1490:SPC NV E     -  N 1 C                                    010 03 50.9
 GR1490:UTM  11      -  N 1 C                                    009 13 50.3
 GR1490
 GR1490|---------------------------------------------------------------------|
 GR1490| PID    Reference Object                     Distance      Geod. Az  |
 GR1490|                                                           dddmmss.s |
 GR1490| GR1666 N 1 C                               APPROX. 0.5 KM 0103354.0 |
 GR1490| GR1847 SUGARLOAF                           APPROX. 1.2 KM 2045154.8 |
 GR1490| GR1589 P 7                                 312.260 METERS 30315     |
 GR1490|---------------------------------------------------------------------|
 GR1490
 GR1490                          SUPERSEDED SURVEY CONTROL
 GR1490
 GR1490  NAD 83(1986)-  36 01 05.63647(N)    114 43 53.78969(W) AD(       ) 3
 GR1490  NGVD 29 (06/27/88)  463.0    (m)         1519.     (f) VERT ANG       
 GR1490
 GR1490.Superseded values are not recommended for survey control.
 GR1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1490.See file dsdata.txt to determine how the superseded data were derived.
 GR1490
 GR1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0441488351(NAD 83)
 GR1490_MARKER: DS = TRIANGULATION STATION DISK
 GR1490_SETTING: 66 = SET IN ROCK OUTCROP
 GR1490_SP_SET: SET IN BEDROCK
 GR1490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1490+STABILITY: POSITION/ELEVATION WELL
 GR1490
 GR1490  HISTORY     - Date     Condition        Report By
 GR1490  HISTORY     - 1947     MONUMENTED       USGS
 GR1490
 GR1490                          STATION DESCRIPTION
 GR1490
 GR1490'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1490'LOCATED ABOUT 1700 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1490'DAM, ON ROCKY POINT, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1490'
 GR1490'TO REACH NOT GIVEN.
 GR1490'
 GR1490'STATION MARK--STANDARD TABLET STAMPED---A1C 1947---, CEMENTED IN
 GR1490'BEDROCK.
 GR1490'
 GR1490'RMS--NONE SET.
 GR1490'
 GR1490'NOTE--TACK SET IN LEAD, 2.06 FT. ESE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1060 ***********************************************************************
 DV1060  DESIGNATION -  A 10
 DV1060  PID         -  DV1060
 DV1060  STATE/COUNTY-  AZ/MARICOPA
 DV1060  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1060
 DV1060                         *CURRENT SURVEY CONTROL
 DV1060  ___________________________________________________________________
 DV1060* NAD 83(1986)-  33 09 19.     (N)    113 04 56.     (W)     SCALED    
 DV1060* NAVD 88     -       218.75   (+/-2cm)     717.7    (feet)  VERTCON   
 DV1060  ___________________________________________________________________
 DV1060  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DV1060
 DV1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1060
 DV1060.The horizontal coordinates were scaled from a topographic map and have
 DV1060.an estimated accuracy of +/- 6 seconds.
 DV1060
 DV1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1060.The vertical order pertains to the NGVD 29 superseded value.
 DV1060
 DV1060.The geoid height was determined by GEOID03.
 DV1060
 DV1060;                    North         East    Units  Estimated Accuracy
 DV1060;SPC AZ C     -   239,580.      104,630.      MT  (+/- 180 meters Scaled)
 DV1060
 DV1060                          SUPERSEDED SURVEY CONTROL
 DV1060
 DV1060  NGVD 29 (??/??/92)  218.150  (m)          715.71   (f) ADJ UNCH    1 2
 DV1060
 DV1060.Superseded values are not recommended for survey control.
 DV1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1060.See file dsdata.txt to determine how the superseded data were derived.
 DV1060
 DV1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB058704(NAD 83)
 DV1060_MARKER: DB = BENCH MARK DISK
 DV1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1060_STAMPING: 715.714 A 10 1927
 DV1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1060+STABILITY: SURFACE MOTION
 DV1060
 DV1060  HISTORY     - Date     Condition        Report By
 DV1060  HISTORY     - 1927     MONUMENTED       CGS
 DV1060  HISTORY     - 1954     GOOD             NGS
 DV1060
 DV1060                          STATION DESCRIPTION
 DV1060
 DV1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1060'18.9 MI E FROM AGUA.
 DV1060'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 80 FEET SOUTH OF THE
 DV1060'SOUTHERN PACIFIC RR. TRACKS, AND 70 FEET NORTH RAILROAD FENCE LINE (IN
 DV1060'LINE WITH TELEPHONE POLES).  6 1/2 TELEPHONE POLES EAST OF MILEPOST
 DV1060'841.  310 FEET WEST OF STATION SADDLE AT THE NORTHWEST CORNER OF BOARD
 DV1060'FENCE, WHICH SURROUNDS THE OPERATORS QUARTERS (A GROUP OF THREE SMALL
 DV1060'HOUSES).  1050 FEET WEST OF WATER TANK.  MARK IS 1 FOOT ABOVE GROUND
 DV1060'LEVEL, AND 6 FEET ABOVE TRACK LEVEL.  MARK IS ON THE S.P.RR.
 DV1060'WELLTON-HASSAYAMPA-PHOENIX LINE.
 DV1060
 DV1060                          STATION RECOVERY (1954)
 DV1060
 DV1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DV1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1478 ***********************************************************************
 GR1478  DESIGNATION -  A 10
 GR1478  PID         -  GR1478
 GR1478  STATE/COUNTY-  AZ/MOHAVE
 GR1478  USGS QUAD   -  BOULDER CANYON (1983)
 GR1478
 GR1478                         *CURRENT SURVEY CONTROL
 GR1478  ___________________________________________________________________
 GR1478* NAD 83(1992)-  36 07 51.21302(N)    114 37 19.71283(W)     ADJUSTED  
 GR1478* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1478  ___________________________________________________________________
 GR1478  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GR1478  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1478
 GR1478  HORZ ORDER  -  THIRD
 GR1478
 GR1478.The horizontal coordinates were established by classical geodetic methods
 GR1478.and adjusted by the National Geodetic Survey in August 1993..
 GR1478
 GR1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1478
 GR1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1478
 GR1478.The geoid height was determined by GEOID03.
 GR1478
 GR1478;                    North         East     Units Scale Factor Converg.
 GR1478;SPC AZ W     -   569,406.567   134,858.873   MT  1.00000924   -0 30 51.4
 GR1478;SPC AZ W     - 1,868,131.78    442,450.37   iFT  1.00000924   -0 30 51.4
 GR1478;SPC NV E     - 8,153,620.784   286,513.670   MT  0.99999219   +0 34 00.4
 GR1478;SPC NV E     -26,750,670.86    940,003.60   sFT  0.99999219   +0 34 00.4
 GR1478;UTM  11      - 4,001,085.422   713,974.817   MT  1.00016418   +1 24 09.3
 GR1478
 GR1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1478!SPC AZ W     -   0.99995844  x   1.00000924  =   0.99996768
 GR1478!SPC NV E     -   0.99995844  x   0.99999219  =   0.99995063
 GR1478!UTM  11      -   0.99995844  x   1.00016418  =   1.00012262
 GR1478
 GR1478:                Primary Azimuth Mark                     Grid Az
 GR1478:SPC AZ W     -  A 11                                     139 07 57.9
 GR1478:SPC NV E     -  A 11                                     138 03 06.1
 GR1478:UTM  11      -  A 11                                     137 12 57.2
 GR1478
 GR1478|---------------------------------------------------------------------|
 GR1478| PID    Reference Object                     Distance      Geod. Az  |
 GR1478|                                                           dddmmss.s |
 GR1478| GR1479 A 11                                473.376 METERS 1383706.5 |
 GR1478| GR1582 A 9                                 APPROX. 0.9 KM 3214122.5 |
 GR1478|---------------------------------------------------------------------|
 GR1478
 GR1478                          SUPERSEDED SURVEY CONTROL
 GR1478
 GR1478  NAD 83(1986)-  36 07 51.19927(N)    114 37 19.70343(W) AD(       ) 3
 GR1478  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG       
 GR1478
 GR1478.Superseded values are not recommended for survey control.
 GR1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1478.See file dsdata.txt to determine how the superseded data were derived.
 GR1478
 GR1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1397501085(NAD 83)
 GR1478_MARKER: DS = TRIANGULATION STATION DISK
 GR1478_SETTING: 66 = SET IN ROCK OUTCROP
 GR1478_SP_SET: SET IN BEDROCK
 GR1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1478+STABILITY: POSITION/ELEVATION WELL
 GR1478
 GR1478  HISTORY     - Date     Condition        Report By
 GR1478  HISTORY     - 1948     MONUMENTED       USGS
 GR1478
 GR1478                          STATION DESCRIPTION
 GR1478
 GR1478'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1478'LOCATED ABOUT 2.5 MI NE. OF BEACON ISLAND, ABOUT 0.6 MI SE. OF
 GR1478'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SPUR RIDGE WHICH DROPS
 GR1478'OFF ABRUPTLY AT HIGH WATER MARK, ABOUT 10 FT. ABOVE HIGH WATER
 GR1478'MARK.
 GR1478'
 GR1478'TO REACH NOT GIVEN.
 GR1478'
 GR1478'STATION MARK--STANDARD TABLET STAMPED---A10 1948---, CEMENTED IN
 GR1478'BEDROCK.
 GR1478'
 GR1478'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0213 ***********************************************************************
 GQ0213  DESIGNATION -  A 100
 GQ0213  PID         -  GQ0213
 GQ0213  STATE/COUNTY-  AZ/MOHAVE
 GQ0213  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0213
 GQ0213                         *CURRENT SURVEY CONTROL
 GQ0213  ___________________________________________________________________
 GQ0213* NAD 83(1992)-  36 10 05.41470(N)    113 59 15.71588(W)     ADJUSTED  
 GQ0213* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GQ0213  ___________________________________________________________________
 GQ0213  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 GQ0213  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0213
 GQ0213  HORZ ORDER  -  THIRD
 GQ0213
 GQ0213.The horizontal coordinates were established by classical geodetic methods
 GQ0213.and adjusted by the National Geodetic Survey in August 1993..
 GQ0213
 GQ0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0213
 GQ0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0213
 GQ0213.The geoid height was determined by GEOID03.
 GQ0213
 GQ0213;                    North         East     Units Scale Factor Converg.
 GQ0213;SPC AZ W     -   573,216.631   191,975.197   MT  0.99993897   -0 08 25.0
 GQ0213;SPC AZ W     - 1,880,631.99    629,839.89   iFT  0.99993897   -0 08 25.0
 GQ0213;SPC NV E     - 8,158,508.779   343,553.542   MT  1.00015384   +0 56 30.6
 GQ0213;SPC NV E     -26,766,707.55  1,127,141.91   sFT  1.00015384   +0 56 30.6
 GQ0213;UTM  12      - 4,006,738.550   231,261.406   MT  1.00048995   -1 45 51.4
 GQ0213;UTM  11      - 4,006,807.013   770,952.150   MT  1.00050468   +1 46 43.7
 GQ0213
 GQ0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0213!SPC AZ W     -   0.99994464  x   0.99993897  =   0.99988361
 GQ0213!SPC NV E     -   0.99994464  x   1.00015384  =   1.00009847
 GQ0213!UTM  12      -   0.99994464  x   1.00048995  =   1.00043456
 GQ0213!UTM  11      -   0.99994464  x   1.00050468  =   1.00044929
 GQ0213
 GQ0213:                Primary Azimuth Mark                     Grid Az
 GQ0213:SPC AZ W     -  A 97                                     298 29 01.2
 GQ0213:SPC NV E     -  A 97                                     297 24 05.6
 GQ0213:UTM  12      -  A 97                                     300 06 27.6
 GQ0213:UTM  11      -  A 97                                     296 33 52.5
 GQ0213
 GQ0213|---------------------------------------------------------------------|
 GQ0213| PID    Reference Object                     Distance      Geod. Az  |
 GQ0213|                                                           dddmmss.s |
 GQ0213| GQ0233 A 97                                APPROX. 1.0 KM 2982036.2 |
 GQ0213|---------------------------------------------------------------------|
 GQ0213
 GQ0213                          SUPERSEDED SURVEY CONTROL
 GQ0213
 GQ0213  NAD 83(1986)-  36 10 05.40632(N)    113 59 15.71465(W) AD(       ) 3
 GQ0213  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG       
 GQ0213
 GQ0213.Superseded values are not recommended for survey control.
 GQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0213.See file dsdata.txt to determine how the superseded data were derived.
 GQ0213
 GQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3126106739(NAD 83)
 GQ0213_MARKER: DS = TRIANGULATION STATION DISK
 GQ0213_SETTING: 80 = SET IN A BOULDER
 GQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0213+STABILITY: SURFACE MOTION
 GQ0213
 GQ0213  HISTORY     - Date     Condition        Report By
 GQ0213  HISTORY     - 1948     MONUMENTED       USGS
 GQ0213
 GQ0213                          STATION DESCRIPTION
 GQ0213
 GQ0213'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0213'LOCATED ABOUT 3.6 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0213'LAKE, ON END OF LOW RIDGE, ABOUT LEVEL WITH HIGH WATER MARK.
 GQ0213'
 GQ0213'TO REACH NOT GIVEN.
 GQ0213'
 GQ0213'STATION MARK--STANDARD TABLET STAMPED---A100 1948---, CEMENTED IN
 GQ0213'TOP OF BOULDER IN PLACE.
 GQ0213'
 GQ0213'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0264 ***********************************************************************
 DU0264  DESIGNATION -  A 101
 DU0264  PID         -  DU0264
 DU0264  STATE/COUNTY-  AZ/GILA
 DU0264  USGS QUAD   -  GLOBE (1982)
 DU0264
 DU0264                         *CURRENT SURVEY CONTROL
 DU0264  ___________________________________________________________________
 DU0264* NAD 83(1986)-  33 23 36.     (N)    110 45 59.     (W)     SCALED    
 DU0264* NAVD 88     -      1116.943  (meters)    3664.50   (feet)  ADJUSTED  
 DU0264  ___________________________________________________________________
 DU0264  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0264  DYNAMIC HT  -        1115.423 (meters)    3659.52  (feet)  COMP
 DU0264  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DU0264
 DU0264  VERT ORDER  -  SECOND    CLASS 0
 DU0264
 DU0264.The horizontal coordinates were scaled from a topographic map and have
 DU0264.an estimated accuracy of +/- 6 seconds.
 DU0264
 DU0264.The orthometric height was determined by differential leveling
 DU0264.and adjusted by the National Geodetic Survey in June 1991..
 DU0264
 DU0264.The geoid height was determined by GEOID03.
 DU0264
 DU0264.The dynamic height is computed by dividing the NAVD 88
 DU0264.geopotential number by the normal gravity value computed on the
 DU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0264.degrees latitude (g = 980.6199 gals.).
 DU0264
 DU0264.The modeled gravity was interpolated from observed gravity values.
 DU0264
 DU0264;                    North         East    Units  Estimated Accuracy
 DU0264;SPC AZ E     -   265,530.      157,570.      MT  (+/- 180 meters Scaled)
 DU0264
 DU0264                          SUPERSEDED SURVEY CONTROL
 DU0264
 DU0264  NGVD 29 (??/??/92) 1116.303  (m)         3662.40   (f) ADJ UNCH    2 0
 DU0264
 DU0264.Superseded values are not recommended for survey control.
 DU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0264.See file dsdata.txt to determine how the superseded data were derived.
 DU0264
 DU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB217949(NAD 83)
 DU0264_MARKER: DD = SURVEY DISK
 DU0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0264_STAMPING: A-101 1935
 DU0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0264+STABILITY: SURFACE MOTION
 DU0264
 DU0264  HISTORY     - Date     Condition        Report By
 DU0264  HISTORY     - 1935     MONUMENTED       USFS
 DU0264  HISTORY     - 1935     GOOD             NGS
 DU0264  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0264  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0264
 DU0264                          STATION DESCRIPTION
 DU0264
 DU0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0264'1.3 MI NE FROM GLOBE.
 DU0264'1.3 MI. N.E. OF, ALONG U.S. HWY NO. 60.  ON TOP OF A BANK, 350 FT.
 DU0264'NORTHEAST OF THE WEST INTERSECTION OF U.S. HWY NO. 180 AND U.S. HWY
 DU0264'NO. 60, 60 FT. NORTH OF THE CENTER LINE OF THE HWY.
 DU0264
 DU0264                          STATION RECOVERY (1965)
 DU0264
 DU0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0264'MARK NOT FOUND.
 DU0264
 DU0264                          STATION RECOVERY (1979)
 DU0264
 DU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0264'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS JUNCTION HAS BEEN
 DU0264'ENLARGED EXTENSIVELY AND THE MEASUREMENTS PLACE THIS MARK UNDER NEW
 DU0264'ROADWAY.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0214 ***********************************************************************
 GQ0214  DESIGNATION -  A 101
 GQ0214  PID         -  GQ0214
 GQ0214  STATE/COUNTY-  AZ/MOHAVE
 GQ0214  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0214
 GQ0214                         *CURRENT SURVEY CONTROL
 GQ0214  ___________________________________________________________________
 GQ0214* NAD 83(1992)-  36 09 57.45280(N)    113 58 40.93988(W)     ADJUSTED  
 GQ0214* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0214  ___________________________________________________________________
 GQ0214  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 GQ0214  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0214
 GQ0214  HORZ ORDER  -  THIRD
 GQ0214
 GQ0214.The horizontal coordinates were established by classical geodetic methods
 GQ0214.and adjusted by the National Geodetic Survey in August 1993..
 GQ0214
 GQ0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0214
 GQ0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0214
 GQ0214.The geoid height was determined by GEOID03.
 GQ0214
 GQ0214;                    North         East     Units Scale Factor Converg.
 GQ0214;SPC AZ W     -   572,969.154   192,843.693   MT  0.99993852   -0 08 04.5
 GQ0214;SPC AZ W     - 1,879,820.06    632,689.28   iFT  0.99993852   -0 08 04.5
 GQ0214;SPC NV E     - 8,158,277.698   344,426.746   MT  1.00015694   +0 56 51.0
 GQ0214;SPC NV E     -26,765,949.41  1,130,006.75   sFT  1.00015694   +0 56 51.0
 GQ0214;UTM  12      - 4,006,466.411   232,123.013   MT  1.00048426   -1 45 30.5
 GQ0214;UTM  11      - 4,006,588.635   771,828.945   MT  1.00051054   +1 47 04.0
 GQ0214
 GQ0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0214!SPC AZ W     -   0.99994385  x   0.99993852  =   0.99988237
 GQ0214!SPC NV E     -   0.99994385  x   1.00015694  =   1.00010078
 GQ0214!UTM  12      -   0.99994385  x   1.00048426  =   1.00042808
 GQ0214!UTM  11      -   0.99994385  x   1.00051054  =   1.00045436
 GQ0214
 GQ0214:                Primary Azimuth Mark                     Grid Az
 GQ0214:SPC AZ W     -  A 102                                    186 45 01.8
 GQ0214:SPC NV E     -  A 102                                    185 40 06.3
 GQ0214:UTM  12      -  A 102                                    188 22 27.8
 GQ0214:UTM  11      -  A 102                                    184 49 53.3
 GQ0214
 GQ0214|---------------------------------------------------------------------|
 GQ0214| PID    Reference Object                     Distance      Geod. Az  |
 GQ0214|                                                           dddmmss.s |
 GQ0214| GQ0215 A 102                               APPROX. 1.1 KM 1863657.3 |
 GQ0214|---------------------------------------------------------------------|
 GQ0214
 GQ0214                          SUPERSEDED SURVEY CONTROL
 GQ0214
 GQ0214  NAD 83(1986)-  36 09 57.44441(N)    113 58 40.93858(W) AD(       ) 3
 GQ0214  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GQ0214
 GQ0214.Superseded values are not recommended for survey control.
 GQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0214.See file dsdata.txt to determine how the superseded data were derived.
 GQ0214
 GQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3212306466(NAD 83)
 GQ0214_MARKER: DS = TRIANGULATION STATION DISK
 GQ0214_SETTING: 80 = SET IN A BOULDER
 GQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0214+STABILITY: SURFACE MOTION
 GQ0214
 GQ0214  HISTORY     - Date     Condition        Report By
 GQ0214  HISTORY     - 1948     MONUMENTED       USGS
 GQ0214
 GQ0214                          STATION DESCRIPTION
 GQ0214
 GQ0214'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0214'LOCATED ABOUT 2.3 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0214'CANYON.  ON NORTH SIDE OF LAKE, ON HIGHEST POINT OF SMALL ISLAND,
 GQ0214'ABOUT 10 FT. BELOW HIGH WATER MARK.
 GQ0214'
 GQ0214'TO REACH NOT GIVEN.
 GQ0214'
 GQ0214'STATION MARK--STANDARD TABLET STAMPED---A101 1948---, CEMENTED IN
 GQ0214'TOP OF BOULDER IN PLACE.
 GQ0214'
 GQ0214'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0352 ***********************************************************************
 DU0352  DESIGNATION -  A 102
 DU0352  PID         -  DU0352
 DU0352  STATE/COUNTY-  AZ/GILA
 DU0352  USGS QUAD   -  CHRYSOTILE (1966)
 DU0352
 DU0352                         *CURRENT SURVEY CONTROL
 DU0352  ___________________________________________________________________
 DU0352* NAD 83(1986)-  33 43 49.     (N)    110 32 03.     (W)     SCALED    
 DU0352* NAVD 88     -      1707.187  (meters)    5601.00   (feet)  ADJUSTED  
 DU0352  ___________________________________________________________________
 DU0352  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU0352  DYNAMIC HT  -        1704.726 (meters)    5592.92  (feet)  COMP
 DU0352  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 DU0352
 DU0352  VERT ORDER  -  SECOND    CLASS 0
 DU0352
 DU0352.The horizontal coordinates were scaled from a topographic map and have
 DU0352.an estimated accuracy of +/- 6 seconds.
 DU0352
 DU0352.The orthometric height was determined by differential leveling
 DU0352.and adjusted by the National Geodetic Survey in June 1991..
 DU0352.WARNING-Repeat measurements at this control monument indicate possible
 DU0352.vertical movement.
 DU0352
 DU0352.The geoid height was determined by GEOID03.
 DU0352
 DU0352.The dynamic height is computed by dividing the NAVD 88
 DU0352.geopotential number by the normal gravity value computed on the
 DU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0352.degrees latitude (g = 980.6199 gals.).
 DU0352
 DU0352.The modeled gravity was interpolated from observed gravity values.
 DU0352
 DU0352;                    North         East    Units  Estimated Accuracy
 DU0352;SPC AZ E     -   302,800.      179,310.      MT  (+/- 180 meters Scaled)
 DU0352
 DU0352                          SUPERSEDED SURVEY CONTROL
 DU0352
 DU0352  NGVD 29 (??/??/92) 1706.46   (m)         5598.6    (f) COMPUTED    2 0
 DU0352
 DU0352.Superseded values are not recommended for survey control.
 DU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0352.See file dsdata.txt to determine how the superseded data were derived.
 DU0352
 DU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC431323(NAD 83)
 DU0352_MARKER: DD = SURVEY DISK
 DU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0352_STAMPING: A 102 1935
 DU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0352+STABILITY: SURFACE MOTION
 DU0352
 DU0352  HISTORY     - Date     Condition        Report By
 DU0352  HISTORY     - 1935     MONUMENTED       USFS
 DU0352  HISTORY     - 1960     GOOD             NGS
 DU0352  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0352
 DU0352                          STATION DESCRIPTION
 DU0352
 DU0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0352'3.15 MI SW FROM SENECA.
 DU0352'ABOUT 2.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0352'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA,
 DU0352'THENCE 0.15 MILE SOUTHWEST ALONG A TRAIL ROAD, THENCE 0.35 MILE
 DU0352'NORTHWEST ALONG THE OLD REGAL MINE ROAD, ABOUT 0.5 MILE NORTHWEST OF
 DU0352'THE TONTO NATIONAL FOREST SIGN, 75 FEET NORTH OF THE CENTER OF THE
 DU0352'JUNCTION OF A DIM TRAIL ROAD LEADING NORTH, 26 FEET EAST OF THE CENTER
 DU0352'LINE OF THE MAIN TRAIL ROAD, 14 FEET WEST OF THE CENTER LINE OF THE
 DU0352'DIM TRAIL ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE MAIN ROAD, AND IN
 DU0352'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0352
 DU0352                          STATION RECOVERY (1979)
 DU0352
 DU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0352'NOTE=THE ROAD IS NOW A JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0215 ***********************************************************************
 GQ0215  DESIGNATION -  A 102
 GQ0215  PID         -  GQ0215
 GQ0215  STATE/COUNTY-  AZ/MOHAVE
 GQ0215  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0215
 GQ0215                         *CURRENT SURVEY CONTROL
 GQ0215  ___________________________________________________________________
 GQ0215* NAD 83(1992)-  36 09 21.20979(N)    113 58 46.12344(W)     ADJUSTED  
 GQ0215* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GQ0215  ___________________________________________________________________
 GQ0215  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 GQ0215  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GQ0215
 GQ0215  HORZ ORDER  -  THIRD
 GQ0215
 GQ0215.The horizontal coordinates were established by classical geodetic methods
 GQ0215.and adjusted by the National Geodetic Survey in August 1993..
 GQ0215
 GQ0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0215
 GQ0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0215
 GQ0215.The geoid height was determined by GEOID03.
 GQ0215
 GQ0215;                    North         East     Units Scale Factor Converg.
 GQ0215;SPC AZ W     -   571,852.421   192,711.509   MT  0.99993858   -0 08 07.4
 GQ0215;SPC AZ W     - 1,876,156.24    632,255.61   iFT  0.99993858   -0 08 07.4
 GQ0215;SPC NV E     - 8,157,158.424   344,315.648   MT  1.00015654   +0 56 47.1
 GQ0215;SPC NV E     -26,762,277.26  1,129,642.26   sFT  1.00015654   +0 56 47.1
 GQ0215;UTM  12      - 4,005,353.264   231,959.150   MT  1.00048534   -1 45 32.0
 GQ0215;UTM  11      - 4,005,467.461   771,734.172   MT  1.00050991   +1 46 59.3
 GQ0215
 GQ0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0215!SPC AZ W     -   0.99994464  x   0.99993858  =   0.99988322
 GQ0215!SPC NV E     -   0.99994464  x   1.00015654  =   1.00010117
 GQ0215!UTM  12      -   0.99994464  x   1.00048534  =   1.00042995
 GQ0215!UTM  11      -   0.99994464  x   1.00050991  =   1.00045452
 GQ0215
 GQ0215:                Primary Azimuth Mark                     Grid Az
 GQ0215:SPC AZ W     -  A 105                                    222 10 23.9
 GQ0215:SPC NV E     -  A 105                                    221 05 29.4
 GQ0215:UTM  12      -  A 105                                    223 47 48.5
 GQ0215:UTM  11      -  A 105                                    220 15 17.2
 GQ0215
 GQ0215|---------------------------------------------------------------------|
 GQ0215| PID    Reference Object                     Distance      Geod. Az  |
 GQ0215|                                                           dddmmss.s |
 GQ0215| GQ0075 A 105                               APPROX. 1.7 KM 2220216.5 |
 GQ0215|---------------------------------------------------------------------|
 GQ0215
 GQ0215                          SUPERSEDED SURVEY CONTROL
 GQ0215
 GQ0215  NAD 83(1986)-  36 09 21.20132(N)    113 58 46.12216(W) AD(       ) 3
 GQ0215  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG       
 GQ0215
 GQ0215.Superseded values are not recommended for survey control.
 GQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0215.See file dsdata.txt to determine how the superseded data were derived.
 GQ0215
 GQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3195905353(NAD 83)
 GQ0215_MARKER: DS = TRIANGULATION STATION DISK
 GQ0215_SETTING: 80 = SET IN A BOULDER
 GQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0215+STABILITY: SURFACE MOTION
 GQ0215
 GQ0215  HISTORY     - Date     Condition        Report By
 GQ0215  HISTORY     - 1948     MONUMENTED       USGS
 GQ0215
 GQ0215                          STATION DESCRIPTION
 GQ0215
 GQ0215'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0215'LOCATED ABOUT 3 MI N. OF PIERCE FERRY LANDING.  ON EAST SIDE OF
 GQ0215'LAKE, ON NOSE OF LOW, NARROW RIDGE, ABOUT 30 FT. ABOVE HIGH WATER
 GQ0215'MARK.
 GQ0215'
 GQ0215'TO REACH NOT GIVEN.
 GQ0215'
 GQ0215'STATION MARK--STANDARD TABLET STAMPED---A102 1948---, CEMENTED IN
 GQ0215'TOP OF BOULDER IN PLACE.
 GQ0215'
 GQ0215'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0489 ***********************************************************************
 ET0489  DESIGNATION -  A 103
 ET0489  PID         -  ET0489
 ET0489  STATE/COUNTY-  AZ/YAVAPAI
 ET0489  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0489
 ET0489                         *CURRENT SURVEY CONTROL
 ET0489  ___________________________________________________________________
 ET0489* NAD 83(1986)-  34 47 46.     (N)    112 49 20.     (W)     SCALED    
 ET0489* NAVD 88     -      1681.068  (meters)    5515.30   (feet)  POSTED    
 ET0489  ___________________________________________________________________
 ET0489  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0489  DYNAMIC HT  -        1678.800 (meters)    5507.86  (feet)  COMP
 ET0489  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 ET0489
 ET0489  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0489
 ET0489.The horizontal coordinates were scaled from a topographic map and have
 ET0489.an estimated accuracy of +/- 6 seconds.
 ET0489
 ET0489.The orthometric height was determined by differential leveling
 ET0489.and adjusted by the National Geodetic Survey in November 2005..
 ET0489.No vertical observational check was made to the station.
 ET0489.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0489.was located on a no-check spur therefore a value was not computed.
 ET0489
 ET0489.The geoid height was determined by GEOID03.
 ET0489
 ET0489.The dynamic height is computed by dividing the NAVD 88
 ET0489.geopotential number by the normal gravity value computed on the
 ET0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0489.degrees latitude (g = 980.6199 gals.).
 ET0489
 ET0489.The modeled gravity was interpolated from observed gravity values.
 ET0489
 ET0489;                    North         East    Units  Estimated Accuracy
 ET0489;SPC AZ C     -   421,330.      130,500.      MT  (+/- 180 meters Scaled)
 ET0489
 ET0489                          SUPERSEDED SURVEY CONTROL
 ET0489
 ET0489  NGVD 29 (??/??/92) 1680.169  (m)         5512.35   (f) ADJ UNCH    2 0
 ET0489
 ET0489.Superseded values are not recommended for survey control.
 ET0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0489.See file dsdata.txt to determine how the superseded data were derived.
 ET0489
 ET0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD332519(NAD 83)
 ET0489_MARKER: DD = SURVEY DISK
 ET0489_SETTING: 66 = SET IN ROCK OUTCROP
 ET0489_SP_SET: GRANITE LEDGE
 ET0489_STAMPING: A 103 1935
 ET0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0489+STABILITY: POSITION/ELEVATION WELL
 ET0489
 ET0489  HISTORY     - Date     Condition        Report By
 ET0489  HISTORY     - 1935     MONUMENTED       USFS
 ET0489  HISTORY     - 1935     GOOD             NGS
 ET0489
 ET0489                          STATION DESCRIPTION
 ET0489
 ET0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0489'14.9 MI SE FROM WALNUT CREEK R S.
 ET0489'14.9 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY.  40 MI. E. OF
 ET0489'THE JUNCTION OF ROADS AT CAMP WOOD, 10 FT. N. OF THE CENTER LINE ROAD
 ET0489'AND AT THE SUMMIT OF A HILL OVER WHICH ROAD TRAVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0216 ***********************************************************************
 GQ0216  DESIGNATION -  A 103
 GQ0216  PID         -  GQ0216
 GQ0216  STATE/COUNTY-  AZ/MOHAVE
 GQ0216  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0216
 GQ0216                         *CURRENT SURVEY CONTROL
 GQ0216  ___________________________________________________________________
 GQ0216* NAD 83(1992)-  36 09 26.53256(N)    113 59 27.37227(W)     ADJUSTED  
 GQ0216* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0216  ___________________________________________________________________
 GQ0216  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 GQ0216  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0216
 GQ0216  HORZ ORDER  -  THIRD
 GQ0216
 GQ0216.The horizontal coordinates were established by classical geodetic methods
 GQ0216.and adjusted by the National Geodetic Survey in August 1993..
 GQ0216
 GQ0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0216
 GQ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0216
 GQ0216.The geoid height was determined by GEOID03.
 GQ0216
 GQ0216;                    North         East     Units Scale Factor Converg.
 GQ0216;SPC AZ W     -   572,018.970   191,680.923   MT  0.99993912   -0 08 31.8
 GQ0216;SPC AZ W     - 1,876,702.66    628,874.42   iFT  0.99993912   -0 08 31.8
 GQ0216;SPC NV E     - 8,157,305.517   343,281.878   MT  1.00015288   +0 56 22.9
 GQ0216;SPC NV E     -26,762,759.85  1,126,250.63   sFT  1.00015288   +0 56 22.9
 GQ0216;UTM  12      - 4,005,549.052   230,933.132   MT  1.00049213   -1 45 56.6
 GQ0216;UTM  11      - 4,005,599.489   770,698.000   MT  1.00050298   +1 46 35.2
 GQ0216
 GQ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0216!SPC AZ W     -   0.99994574  x   0.99993912  =   0.99988487
 GQ0216!SPC NV E     -   0.99994574  x   1.00015288  =   1.00009861
 GQ0216!UTM  12      -   0.99994574  x   1.00049213  =   1.00043785
 GQ0216!UTM  11      -   0.99994574  x   1.00050298  =   1.00044870
 GQ0216
 GQ0216:                Primary Azimuth Mark                     Grid Az
 GQ0216:SPC AZ W     -  A 105                                    184 26 44.7
 GQ0216:SPC NV E     -  A 105                                    183 21 50.0
 GQ0216:UTM  12      -  A 105                                    186 04 09.5
 GQ0216:UTM  11      -  A 105                                    182 31 37.7
 GQ0216
 GQ0216|---------------------------------------------------------------------|
 GQ0216| PID    Reference Object                     Distance      Geod. Az  |
 GQ0216|                                                           dddmmss.s |
 GQ0216| GQ0075 A 105                               APPROX. 1.4 KM 1841812.9 |
 GQ0216|---------------------------------------------------------------------|
 GQ0216
 GQ0216                          SUPERSEDED SURVEY CONTROL
 GQ0216
 GQ0216  NAD 83(1986)-  36 09 26.52411(N)    113 59 27.37112(W) AD(       ) 3
 GQ0216  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GQ0216
 GQ0216.Superseded values are not recommended for survey control.
 GQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0216.See file dsdata.txt to determine how the superseded data were derived.
 GQ0216
 GQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3093305549(NAD 83)
 GQ0216_MARKER: DS = TRIANGULATION STATION DISK
 GQ0216_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0216_SP_SET: SET IN ROCK OUTCROP
 GQ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0216+STABILITY: POSITION/ELEVATION WELL
 GQ0216
 GQ0216  HISTORY     - Date     Condition        Report By
 GQ0216  HISTORY     - 1948     MONUMENTED       USGS
 GQ0216
 GQ0216                          STATION DESCRIPTION
 GQ0216
 GQ0216'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0216'LOCATED ABOUT 2.9 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0216'LAKE, ON LOW RIDGE, LEVEL WITH HIGH WATER MARK.
 GQ0216'
 GQ0216'TO REACH NOT GIVEN.
 GQ0216'
 GQ0216'STATION MARK--STANDARD TABLET STAMPED---A103 1948---, CEMENTED IN
 GQ0216'ROCK OUTCROP.
 GQ0216'
 GQ0216'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0255 ***********************************************************************
 FR0255  DESIGNATION -  A 104
 FR0255  PID         -  FR0255
 FR0255  STATE/COUNTY-  AZ/YAVAPAI
 FR0255  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0255
 FR0255                         *CURRENT SURVEY CONTROL
 FR0255  ___________________________________________________________________
 FR0255* NAD 83(1986)-  35 15 15.     (N)    112 52 39.     (W)     SCALED    
 FR0255* NAVD 88     -      1633.139  (meters)    5358.06   (feet)  POSTED    
 FR0255  ___________________________________________________________________
 FR0255  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FR0255  DYNAMIC HT  -        1630.980 (meters)    5350.97  (feet)  COMP
 FR0255  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 FR0255
 FR0255  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0255
 FR0255.The horizontal coordinates were scaled from a topographic map and have
 FR0255.an estimated accuracy of +/- 6 seconds.
 FR0255
 FR0255.The orthometric height was determined by differential leveling
 FR0255.and adjusted by the National Geodetic Survey in November 2005..
 FR0255.No vertical observational check was made to the station.
 FR0255.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0255.was located on a no-check spur therefore a value was not computed.
 FR0255
 FR0255.The geoid height was determined by GEOID03.
 FR0255
 FR0255.The dynamic height is computed by dividing the NAVD 88
 FR0255.geopotential number by the normal gravity value computed on the
 FR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0255.degrees latitude (g = 980.6199 gals.).
 FR0255
 FR0255.The modeled gravity was interpolated from observed gravity values.
 FR0255
 FR0255;                    North         East    Units  Estimated Accuracy
 FR0255;SPC AZ C     -   472,190.      125,930.      MT  (+/- 180 meters Scaled)
 FR0255
 FR0255                          SUPERSEDED SURVEY CONTROL
 FR0255
 FR0255  NGVD 29 (??/??/92) 1632.174  (m)         5354.89   (f) ADJ UNCH    2 0
 FR0255
 FR0255.Superseded values are not recommended for survey control.
 FR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0255.See file dsdata.txt to determine how the superseded data were derived.
 FR0255
 FR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE291028(NAD 83)
 FR0255_MARKER: DB = BENCH MARK DISK
 FR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0255_STAMPING: A 104 1935
 FR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0255+STABILITY: SURFACE MOTION
 FR0255
 FR0255  HISTORY     - Date     Condition        Report By
 FR0255  HISTORY     - 1935     MONUMENTED       USFS
 FR0255  HISTORY     - 1955     GOOD             NGS
 FR0255
 FR0255                          STATION DESCRIPTION
 FR0255
 FR0255'DESCRIBED BY US FOREST SERVICE 1935
 FR0255'0.9 MI E FROM SELIGMAN.
 FR0255'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0255'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 5.0
 FR0255'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.4 MILES
 FR0255'SOUTH OF A CATTLE GUARD AND CROSS FENCE, ABOUT 1.2 MILES NORTH OF A
 FR0255'CATTLE GUARD AND CROSS FENCE, ABOUT 0.5 MILE NORTH OF THE SUMMIT OF A
 FR0255'RIDGE, ABOUT 115 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 70
 FR0255'FEET EAST OF THE SUMMIT OF A RIDGE, 3 FEET SOUTH OF A WOODEN WITNESS
 FR0255'POST, ABOUT 0.5 MILE NORTH OF THE SUMMIT OF A RIDGE, SERVICE STANDARD
 FR0255'DISK, STAMPED A 104 1935 AND SET IN THE TOP OF A CONCRETE POST
 FR0255'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FR0255
 FR0255                          STATION RECOVERY (1955)
 FR0255
 FR0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0217 ***********************************************************************
 GQ0217  DESIGNATION -  A 104
 GQ0217  PID         -  GQ0217
 GQ0217  STATE/COUNTY-  AZ/MOHAVE
 GQ0217  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0217
 GQ0217                         *CURRENT SURVEY CONTROL
 GQ0217  ___________________________________________________________________
 GQ0217* NAD 83(1992)-  36 08 58.03875(N)    113 58 46.09560(W)     ADJUSTED  
 GQ0217* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0217  ___________________________________________________________________
 GQ0217  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 GQ0217  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GQ0217
 GQ0217  HORZ ORDER  -  THIRD
 GQ0217
 GQ0217.The horizontal coordinates were established by classical geodetic methods
 GQ0217.and adjusted by the National Geodetic Survey in August 1993..
 GQ0217
 GQ0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0217
 GQ0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0217
 GQ0217.The geoid height was determined by GEOID03.
 GQ0217
 GQ0217;                    North         East     Units Scale Factor Converg.
 GQ0217;SPC AZ W     -   571,138.270   192,710.518   MT  0.99993859   -0 08 07.3
 GQ0217;SPC AZ W     - 1,873,813.22    632,252.36   iFT  0.99993859   -0 08 07.3
 GQ0217;UTM  12      - 4,004,639.037   231,937.916   MT  1.00048548   -1 45 31.0
 GQ0217;UTM  11      - 4,004,753.270   771,757.101   MT  1.00051007   +1 46 58.4
 GQ0217
 GQ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0217!SPC AZ W     -   0.99994574  x   0.99993859  =   0.99988433
 GQ0217!UTM  12      -   0.99994574  x   1.00048548  =   1.00043119
 GQ0217!UTM  11      -   0.99994574  x   1.00051007  =   1.00045578
 GQ0217
 GQ0217:                Primary Azimuth Mark                     Grid Az
 GQ0217:SPC AZ W     -  A 102                                    000 04 46.3
 GQ0217:UTM  12      -  A 102                                    001 42 10.0
 GQ0217:UTM  11      -  A 102                                    358 09 40.6
 GQ0217
 GQ0217|---------------------------------------------------------------------|
 GQ0217| PID    Reference Object                     Distance      Geod. Az  |
 GQ0217|                                                           dddmmss.s |
 GQ0217| GQ0215 A 102                               APPROX. 0.7 KM 3595639.0 |
 GQ0217|---------------------------------------------------------------------|
 GQ0217
 GQ0217                          SUPERSEDED SURVEY CONTROL
 GQ0217
 GQ0217  NAD 83(1986)-  36 08 58.03020(N)    113 58 46.09433(W) AD(       ) 3
 GQ0217  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GQ0217
 GQ0217.Superseded values are not recommended for survey control.
 GQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0217.See file dsdata.txt to determine how the superseded data were derived.
 GQ0217
 GQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3193804639(NAD 83)
 GQ0217_MARKER: DS = TRIANGULATION STATION DISK
 GQ0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0217
 GQ0217  HISTORY     - Date     Condition        Report By
 GQ0217  HISTORY     - 1948     MONUMENTED       USGS
 GQ0217
 GQ0217                          STATION DESCRIPTION
 GQ0217
 GQ0217'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0217'LOCATED ABOUT 2.5 MI N. OF PIERCE FERRY LANDING.  ON EAST SIDE OF
 GQ0217'LAKE, ABOUT 100 FT. N. OF HIGH WATER MARK AT SOUTH END OF BROAD,
 GQ0217'FLAT RIDGE, ABOUT 40 FT. E. OF ABRUPT DROP OFF AT WEST EDGE OF
 GQ0217'RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GQ0217'
 GQ0217'TO REACH NOT GIVEN.
 GQ0217'
 GQ0217'STATION MARK--STANDARD TABLET STAMPED---A104 1948---, WELDED TO
 GQ0217'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 GQ0217'
 GQ0217'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0075 ***********************************************************************
 GQ0075  DESIGNATION -  A 105
 GQ0075  PID         -  GQ0075
 GQ0075  STATE/COUNTY-  AZ/MOHAVE
 GQ0075  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0075
 GQ0075                         *CURRENT SURVEY CONTROL
 GQ0075  ___________________________________________________________________
 GQ0075* NAD 83(1992)-  36 08 40.23584(N)    113 59 31.66774(W)     ADJUSTED  
 GQ0075* NAVD 88     -       373.299  (meters)    1224.73   (feet)  POSTED    
 GQ0075  ___________________________________________________________________
 GQ0075  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 GQ0075  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GQ0075  DYNAMIC HT  -         372.920 (meters)    1223.49  (feet)  COMP
 GQ0075  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 GQ0075
 GQ0075  HORZ ORDER  -  THIRD
 GQ0075  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0075
 GQ0075.The horizontal coordinates were established by classical geodetic methods
 GQ0075.and adjusted by the National Geodetic Survey in August 1993..
 GQ0075
 GQ0075.The orthometric height was determined by differential leveling
 GQ0075.and adjusted by the National Geodetic Survey in 1992..
 GQ0075.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0075.rate of 0.0 thru 1.0 mm/km.
 GQ0075
 GQ0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0075
 GQ0075.The geoid height was determined by GEOID03.
 GQ0075
 GQ0075.The dynamic height is computed by dividing the NAVD 88
 GQ0075.geopotential number by the normal gravity value computed on the
 GQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0075.degrees latitude (g = 980.6199 gals.).
 GQ0075
 GQ0075.The modeled gravity was interpolated from observed gravity values.
 GQ0075
 GQ0075;                    North         East     Units Scale Factor Converg.
 GQ0075;SPC AZ W     -   570,592.337   191,570.005   MT  0.99993918   -0 08 34.1
 GQ0075;SPC AZ W     - 1,872,022.10    628,510.52   iFT  0.99993918   -0 08 34.1
 GQ0075;SPC NV E     - 8,155,876.740   343,197.893   MT  1.00015259   +0 56 19.3
 GQ0075;SPC NV E     -26,758,072.27  1,125,975.09   sFT  1.00015259   +0 56 19.3
 GQ0075;UTM  12      - 4,004,125.347   230,781.760   MT  1.00049314   -1 45 57.2
 GQ0075;UTM  11      - 4,004,169.137   770,634.864   MT  1.00050256   +1 46 30.7
 GQ0075
 GQ0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0075!SPC AZ W     -   0.99994564  x   0.99993918  =   0.99988482
 GQ0075!SPC NV E     -   0.99994564  x   1.00015259  =   1.00009822
 GQ0075!UTM  12      -   0.99994564  x   1.00049314  =   1.00043875
 GQ0075!UTM  11      -   0.99994564  x   1.00050256  =   1.00044817
 GQ0075
 GQ0075:                Primary Azimuth Mark                     Grid Az
 GQ0075:SPC AZ W     -  A 103                                    004 26 44.4
 GQ0075:SPC NV E     -  A 103                                    003 21 51.0
 GQ0075:UTM  12      -  A 103                                    006 04 07.5
 GQ0075:UTM  11      -  A 103                                    002 31 39.6
 GQ0075
 GQ0075|---------------------------------------------------------------------|
 GQ0075| PID    Reference Object                     Distance      Geod. Az  |
 GQ0075|                                                           dddmmss.s |
 GQ0075| GQ0216 A 103                               APPROX. 1.4 KM 0041810.3 |
 GQ0075|---------------------------------------------------------------------|
 GQ0075
 GQ0075                          SUPERSEDED SURVEY CONTROL
 GQ0075
 GQ0075  NAD 83(1986)-  36 08 40.22723(N)    113 59 31.66663(W) AD(       ) 3
 GQ0075  NGVD 29 (??/??/92)  372.621  (m)         1222.51   (f) ADJ UNCH    1 1
 GQ0075
 GQ0075.Superseded values are not recommended for survey control.
 GQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0075.See file dsdata.txt to determine how the superseded data were derived.
 GQ0075
 GQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3078204125(NAD 83)
 GQ0075_MARKER: DS = TRIANGULATION STATION DISK
 GQ0075_SETTING: 80 = SET IN A BOULDER
 GQ0075_SP_SET: BOULDER
 GQ0075_STAMPING: A 105 1948
 GQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0075+STABILITY: SURFACE MOTION
 GQ0075
 GQ0075  HISTORY     - Date     Condition        Report By
 GQ0075  HISTORY     - 1948     MONUMENTED       USGS
 GQ0075  HISTORY     - 1950     GOOD             NGS
 GQ0075
 GQ0075                          STATION DESCRIPTION
 GQ0075
 GQ0075'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0075'LOCATED ABOUT 1.9 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0075'LAKE, AT EAST END OF RIDGE, ABOUT LEVEL WITH HIGH WATER MARK.
 GQ0075'
 GQ0075'TO REACH NOT GIVEN.
 GQ0075'
 GQ0075'STATION MARK--STANDARD TABLET STAMPED---A105 1948---, CEMENTED IN
 GQ0075'ROCK OUTCROP.
 GQ0075'
 GQ0075'RMS--NONE SET.
 GQ0075
 GQ0075                          STATION RECOVERY (1950)
 GQ0075
 GQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GQ0075'3.9 MI N FROM PIERCES FERRY.
 GQ0075'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0075'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0075'THENCE 3.4 MILES NORTH ALONG THE SHORE OF LAKE MEAD, IN THE TOP OF A
 GQ0075'BOULDER, ON THE TOP OF A RIDGE FORMING THE NORTH AND SOUTH SIDES OF
 GQ0075'TWO BAYS, DIRECTLY ACROSS THE LAKE FROM THE MOUTH OF THE COLORADO
 GQ0075'RIVER, ABOUT 30 FEET ABOVE THE HIGH WATER MARK OF THE LAKE, ABOUT 22
 GQ0075'FEET WEST OF A POINT WHERE THE RIDGE STARTS DESCENDING TO THE LAKE,
 GQ0075'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0073 ***********************************************************************
 GQ0073  DESIGNATION -  A 106
 GQ0073  PID         -  GQ0073
 GQ0073  STATE/COUNTY-  AZ/MOHAVE
 GQ0073  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0073
 GQ0073                         *CURRENT SURVEY CONTROL
 GQ0073  ___________________________________________________________________
 GQ0073* NAD 83(1992)-  36 07 58.96539(N)    113 59 23.48027(W)     ADJUSTED  
 GQ0073* NAVD 88     -       381.807  (meters)    1252.65   (feet)  POSTED    
 GQ0073  ___________________________________________________________________
 GQ0073  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 GQ0073  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0073  DYNAMIC HT  -         381.420 (meters)    1251.38  (feet)  COMP
 GQ0073  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 GQ0073
 GQ0073  HORZ ORDER  -  THIRD
 GQ0073  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0073
 GQ0073.The horizontal coordinates were established by classical geodetic methods
 GQ0073.and adjusted by the National Geodetic Survey in August 1993..
 GQ0073
 GQ0073.The orthometric height was determined by differential leveling
 GQ0073.and adjusted by the National Geodetic Survey in 1992..
 GQ0073.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0073.rate of 0.0 thru 1.0 mm/km.
 GQ0073
 GQ0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0073
 GQ0073.The geoid height was determined by GEOID03.
 GQ0073
 GQ0073.The dynamic height is computed by dividing the NAVD 88
 GQ0073.geopotential number by the normal gravity value computed on the
 GQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0073.degrees latitude (g = 980.6199 gals.).
 GQ0073
 GQ0073.The modeled gravity was interpolated from observed gravity values.
 GQ0073
 GQ0073;                    North         East     Units Scale Factor Converg.
 GQ0073;SPC AZ W     -   569,319.846   191,771.536   MT  0.99993907   -0 08 29.2
 GQ0073;SPC AZ W     - 1,867,847.26    629,171.71   iFT  0.99993907   -0 08 29.2
 GQ0073;UTM  12      - 4,002,846.951   230,947.265   MT  1.00049204   -1 45 50.6
 GQ0073;UTM  11      - 4,002,903.388   770,879.003   MT  1.00050420   +1 46 33.8
 GQ0073
 GQ0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0073!SPC AZ W     -   0.99994430  x   0.99993907  =   0.99988338
 GQ0073!UTM  12      -   0.99994430  x   1.00049204  =   1.00043632
 GQ0073!UTM  11      -   0.99994430  x   1.00050420  =   1.00044848
 GQ0073
 GQ0073:                Primary Azimuth Mark                     Grid Az
 GQ0073:SPC AZ W     -  A 115                                    182 09 50.5
 GQ0073:UTM  12      -  A 115                                    183 47 11.9
 GQ0073:UTM  11      -  A 115                                    180 14 47.5
 GQ0073
 GQ0073|---------------------------------------------------------------------|
 GQ0073| PID    Reference Object                     Distance      Geod. Az  |
 GQ0073|                                                           dddmmss.s |
 GQ0073| GQ0226 A 115                               APPROX. 1.8 KM 1820121.3 |
 GQ0073|---------------------------------------------------------------------|
 GQ0073
 GQ0073                          SUPERSEDED SURVEY CONTROL
 GQ0073
 GQ0073  NAD 83(1986)-  36 07 58.95662(N)    113 59 23.47914(W) AD(       ) 3
 GQ0073  NGVD 29 (??/??/92)  381.127  (m)         1250.41   (f) ADJ UNCH    1 1
 GQ0073
 GQ0073.Superseded values are not recommended for survey control.
 GQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0073.See file dsdata.txt to determine how the superseded data were derived.
 GQ0073
 GQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3094702847(NAD 83)
 GQ0073_MARKER: DS = TRIANGULATION STATION DISK
 GQ0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0073_STAMPING: A 106 1948
 GQ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0073
 GQ0073  HISTORY     - Date     Condition        Report By
 GQ0073  HISTORY     - 1948     MONUMENTED       USGS
 GQ0073  HISTORY     - 1950     GOOD             NGS
 GQ0073
 GQ0073                          STATION DESCRIPTION
 GQ0073
 GQ0073'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0073'LOCATED ABOUT 1.1 MI N. OF PIERCE FERRY LANDING.  ABOUT 175 FT. W.
 GQ0073'OF HIGH WATER MARK AT EAST END OF RIDGE, ABOUT 25 FT. ABOVE HIGH
 GQ0073'WATER MARK.
 GQ0073'
 GQ0073'TO REACH NOT GIVEN.
 GQ0073'
 GQ0073'STATION MARK--STANDARD TABLET STAMPED---A106 1948---, WELDED TO
 GQ0073'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GQ0073'
 GQ0073'RMS--NONE SET.
 GQ0073
 GQ0073                          STATION RECOVERY (1950)
 GQ0073
 GQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GQ0073'2.2 MI N FROM PIERCES FERRY.
 GQ0073'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0073'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0073'THENCE 1.7 MILES NORTH ALONG THE SHORE OF LAKE MEAD, ON THE TOP OF A
 GQ0073'SLIGHT RISE ON THE TOP OF LONG NARROW EAST-WEST RIDGE, ABOUT 250 YARDS
 GQ0073'WEST OF A SMALL ROCKY ISLAND, ABOUT 46 YARDS WEST OF A POINT WHERE THE
 GQ0073'RIDGE STARTS A SHARP DESCENT TO THE LAKE, AND WELDED ON THE TOP OF A 2
 GQ0073'1/2 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1052 ***********************************************************************
 DU1052  DESIGNATION -  A 107
 DU1052  PID         -  DU1052
 DU1052  STATE/COUNTY-  AZ/PINAL
 DU1052  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1052
 DU1052                         *CURRENT SURVEY CONTROL
 DU1052  ___________________________________________________________________
 DU1052* NAD 83(1986)-  33 23 18.     (N)    111 30 15.     (W)     SCALED    
 DU1052* NAVD 88     -       518.096  (meters)    1699.79   (feet)  ADJUSTED  
 DU1052  ___________________________________________________________________
 DU1052  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1052  DYNAMIC HT  -         517.463 (meters)    1697.71  (feet)  COMP
 DU1052  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 DU1052
 DU1052  VERT ORDER  -  FIRST     CLASS II
 DU1052
 DU1052.The horizontal coordinates were scaled from a topographic map and have
 DU1052.an estimated accuracy of +/- 6 seconds.
 DU1052
 DU1052.The orthometric height was determined by differential leveling
 DU1052.and adjusted by the National Geodetic Survey in June 1991..
 DU1052
 DU1052.The geoid height was determined by GEOID03.
 DU1052
 DU1052.The dynamic height is computed by dividing the NAVD 88
 DU1052.geopotential number by the normal gravity value computed on the
 DU1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1052.degrees latitude (g = 980.6199 gals.).
 DU1052
 DU1052.The modeled gravity was interpolated from observed gravity values.
 DU1052
 DU1052;                    North         East    Units  Estimated Accuracy
 DU1052;SPC AZ C     -   264,890.      251,740.      MT  (+/- 180 meters Scaled)
 DU1052
 DU1052                          SUPERSEDED SURVEY CONTROL
 DU1052
 DU1052  NGVD 29 (??/??/92)  517.496  (m)         1697.82   (f) ADJ UNCH    1 2
 DU1052
 DU1052.Superseded values are not recommended for survey control.
 DU1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1052.See file dsdata.txt to determine how the superseded data were derived.
 DU1052
 DU1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531944(NAD 83)
 DU1052_MARKER: DB = BENCH MARK DISK
 DU1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1052_STAMPING: A-107 1935
 DU1052_PROJECTION: PROJECTING 28 CENTIMETERS
 DU1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1052+STABILITY: SURFACE MOTION
 DU1052
 DU1052  HISTORY     - Date     Condition        Report By
 DU1052  HISTORY     - 1935     MONUMENTED       CGS
 DU1052  HISTORY     - 1967     GOOD             NGS
 DU1052  HISTORY     - 1975     GOOD             AZDT
 DU1052  HISTORY     - 1981     GOOD             NGS
 DU1052
 DU1052                          STATION DESCRIPTION
 DU1052
 DU1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU1052'3.2 MI SE FROM APACHE JUNCTION.
 DU1052'3.2 MI SE ALONG U.S. HWY NO. 60.  NEAR AN OLD DIRT CROSS ROAD, 55 FEET
 DU1052'N OF THE CROSS ROAD.  0.4 MI W OF A CONCRETE BRIDGE, 0.1 MI E OF A
 DU1052'CONCRETE CULVERT, AND 61 FEET S OF THE CENTERLINE OF THE HIGHWAY.
 DU1052
 DU1052                          STATION RECOVERY (1967)
 DU1052
 DU1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1052'RECOVERED IN GOOD CONDITION.
 DU1052
 DU1052                          STATION RECOVERY (1975)
 DU1052
 DU1052'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1052'FROM MILEPOST 199, U.S. 60, 70, AND 80, WEST ON THE HIGHWAY FOR 0.05
 DU1052'MILES AND TO THE STATION ON THE LEFT.  35 FT. NORTH OF THE SOUTH R/W
 DU1052'FENCE.  40 FT. SOUTH OF THE SOUTH EDGE OF THE EAST BOUND LANE.  A USC
 DU1052'AND GS BENCH MARK BRASS CAP, SET IN A SQUARE 10 IN. CONCRETE MONUMENT,
 DU1052'UP 1.0 FT.
 DU1052
 DU1052                          STATION RECOVERY (1981)
 DU1052
 DU1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1052'5.1 KILOMETERS (3.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1052'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, 0.5 KILOMETER
 DU1052'(0.3 MILE) NORTHWEST OF MOUNTAIN VIEW ROAD, 19.1 METERS (62.8 FEET)
 DU1052'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND HIGHWAY LANES, 84.0
 DU1052'METERS (275.5 FEET) NORTH OF HIGHWAY MILEPOST 199, 25.3 METERS (83.0
 DU1052'FEET) NORTH OF THE TOP CENTER OF THE SOUTHWEST END OF A 60 CENTIMETER
 DU1052'(24 INCH) CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 12.7 METERS
 DU1052'(41.8 FEET) EAST OF THE SECOND POWER POLE NORTHWEST OF A POWER LINE
 DU1052'SPUR CROSSING THE HIGHWAY, AND 11.5 METERS (37.7 FEET) NORTHEAST OF
 DU1052'THE RIGHT-OF-WAY FENCE. NOTE DISK HAS BEEN HAMMERED UPON SO THAT THE
 DU1052'STAMPING IS SLIGHTLY MUTILATED BUT LEGIBLE.  ALSO, THE DISK IS TILTED
 DU1052'BUT APPEARS TO HAVE BEEN SET THIS WAY.
 DU1052'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0218 ***********************************************************************
 GQ0218  DESIGNATION -  A 107
 GQ0218  PID         -  GQ0218
 GQ0218  STATE/COUNTY-  AZ/MOHAVE
 GQ0218  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0218
 GQ0218                         *CURRENT SURVEY CONTROL
 GQ0218  ___________________________________________________________________
 GQ0218* NAD 83(1992)-  36 08 08.43609(N)    113 56 54.94037(W)     ADJUSTED  
 GQ0218* NAVD 88     -       451.7    (meters)    1482.     (feet)  VERTCON   
 GQ0218  ___________________________________________________________________
 GQ0218  LAPLACE CORR-          10.57  (seconds)                    DEFLEC99
 GQ0218  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 GQ0218
 GQ0218  HORZ ORDER  -  THIRD
 GQ0218
 GQ0218.The horizontal coordinates were established by classical geodetic methods
 GQ0218.and adjusted by the National Geodetic Survey in August 1993..
 GQ0218
 GQ0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0218
 GQ0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0218
 GQ0218.The geoid height was determined by GEOID03.
 GQ0218
 GQ0218;                    North         East     Units Scale Factor Converg.
 GQ0218;SPC AZ W     -   569,603.360   195,485.885   MT  0.99993727   -0 07 01.6
 GQ0218;SPC AZ W     - 1,868,777.43    641,357.89   iFT  0.99993727   -0 07 01.6
 GQ0218;UTM  12      - 4,003,025.269   234,670.169   MT  1.00046752   -1 44 23.3
 GQ0218;UTM  11      - 4,003,311.268   774,583.928   MT  1.00052910   +1 48 01.9
 GQ0218
 GQ0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0218!SPC AZ W     -   0.99993331  x   0.99993727  =   0.99987059
 GQ0218!UTM  12      -   0.99993331  x   1.00046752  =   1.00040080
 GQ0218!UTM  11      -   0.99993331  x   1.00052910  =   1.00046238
 GQ0218
 GQ0218:                Primary Azimuth Mark                     Grid Az
 GQ0218:SPC AZ W     -  A 111                                    213 44 18.7
 GQ0218:UTM  12      -  A 111                                    215 21 40.4
 GQ0218:UTM  11      -  A 111                                    211 49 15.2
 GQ0218
 GQ0218|---------------------------------------------------------------------|
 GQ0218| PID    Reference Object                     Distance      Geod. Az  |
 GQ0218|                                                           dddmmss.s |
 GQ0218| GQ0222 A 111                               APPROX. 1.0 KM 2133717.1 |
 GQ0218|---------------------------------------------------------------------|
 GQ0218
 GQ0218                          SUPERSEDED SURVEY CONTROL
 GQ0218
 GQ0218  NAD 83(1986)-  36 08 08.42730(N)    113 56 54.93844(W) AD(       ) 3
 GQ0218  NGVD 29 (06/27/88)  451.0    (m)         1480.     (f) VERT ANG       
 GQ0218
 GQ0218.Superseded values are not recommended for survey control.
 GQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0218.See file dsdata.txt to determine how the superseded data were derived.
 GQ0218
 GQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3467003025(NAD 83)
 GQ0218_MARKER: DS = TRIANGULATION STATION DISK
 GQ0218_SETTING: 80 = SET IN A BOULDER
 GQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0218+STABILITY: SURFACE MOTION
 GQ0218
 GQ0218  HISTORY     - Date     Condition        Report By
 GQ0218  HISTORY     - 1948     MONUMENTED       USGS
 GQ0218
 GQ0218                          STATION DESCRIPTION
 GQ0218
 GQ0218'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0218'LOCATED ABOUT 3.2 MI NE. OF PIERCE FERRY LANDING.  ON NORTH SIDE
 GQ0218'OF LAKE AT BEGINNING OF LOWER GRANITE GORGE, AT JCT. OF THREE
 GQ0218'RIDGES, ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GQ0218'
 GQ0218'TO REACH NOT GIVEN.
 GQ0218'
 GQ0218'STATION MARK--STANDARD TABLET STAMPED---A107 1948---, CEMENTED IN
 GQ0218'BOULDER IN PLACE.
 GQ0218'
 GQ0218'RMS--NONE SET.
 GQ0218'
 GQ0218'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GQ0218'C293, 6.94 FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0262 ***********************************************************************
 DU0262  DESIGNATION -  A 108
 DU0262  PID         -  DU0262
 DU0262  STATE/COUNTY-  AZ/GILA
 DU0262  USGS QUAD   -  PINAL RANCH (1979)
 DU0262
 DU0262                         *CURRENT SURVEY CONTROL
 DU0262  ___________________________________________________________________
 DU0262* NAD 83(1986)-  33 20 43.     (N)    110 59 43.     (W)     SCALED    
 DU0262* NAVD 88     -      1375.32   (+/-2cm)    4512.2    (feet)  VERTCON   
 DU0262  ___________________________________________________________________
 DU0262  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU0262
 DU0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0262
 DU0262.The horizontal coordinates were scaled from a topographic map and have
 DU0262.an estimated accuracy of +/- 6 seconds.
 DU0262
 DU0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0262.The vertical order pertains to the NGVD 29 superseded value.
 DU0262
 DU0262.The geoid height was determined by GEOID03.
 DU0262
 DU0262;                    North         East    Units  Estimated Accuracy
 DU0262;SPC AZ E     -   260,350.      136,230.      MT  (+/- 180 meters Scaled)
 DU0262
 DU0262                          SUPERSEDED SURVEY CONTROL
 DU0262
 DU0262  NGVD 29 (??/??/92) 1374.570  (m)         4509.74   (f) ADJ UNCH    2 0
 DU0262
 DU0262.Superseded values are not recommended for survey control.
 DU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0262.See file dsdata.txt to determine how the superseded data were derived.
 DU0262
 DU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB004895(NAD 83)
 DU0262_MARKER: DB = BENCH MARK DISK
 DU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0262_STAMPING: A-108 1935
 DU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0262+STABILITY: SURFACE MOTION
 DU0262
 DU0262  HISTORY     - Date     Condition        Report By
 DU0262  HISTORY     - 1935     MONUMENTED       CGS
 DU0262  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0262
 DU0262                          STATION DESCRIPTION
 DU0262
 DU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0262'10.5 MI SW FROM MIAMI.
 DU0262'10.5 MI S.W. ALONG U.S. HWY NO. 60, (9.7 MI N.E. OF SUPERIOR) AT THE
 DU0262'PINAL RANCH, ABOUT 0.2 MI E OF THE GILA-PINAL COUNTY LINE, 135 FT N OF
 DU0262'THE RANCH HOUSE, 31 FT N OF THE CENTERLINE OF THE HWY, 10 FT W OF A N
 DU0262'AND S FENCE LINE, AND 1 FT S OF THE RIGHT OF WAY FENCE.
 DU0262
 DU0262                          STATION RECOVERY (2006)
 DU0262
 DU0262'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0262'MARK NOT FOUND.  NEW HOUSE WITH REGUARDED YARD AND MASONRY PERIMETER
 DU0262'WALL WHERE DESCRIPTION OF MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0219 ***********************************************************************
 GQ0219  DESIGNATION -  A 108
 GQ0219  PID         -  GQ0219
 GQ0219  STATE/COUNTY-  AZ/MOHAVE
 GQ0219  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0219
 GQ0219                         *CURRENT SURVEY CONTROL
 GQ0219  ___________________________________________________________________
 GQ0219* NAD 83(1992)-  36 08 15.38614(N)    113 57 40.49698(W)     ADJUSTED  
 GQ0219* NAVD 88     -       384.7    (meters)    1262.     (feet)  VERTCON   
 GQ0219  ___________________________________________________________________
 GQ0219  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 GQ0219  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 GQ0219
 GQ0219  HORZ ORDER  -  THIRD
 GQ0219
 GQ0219.The horizontal coordinates were established by classical geodetic methods
 GQ0219.and adjusted by the National Geodetic Survey in August 1993..
 GQ0219
 GQ0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0219
 GQ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0219
 GQ0219.The geoid height was determined by GEOID03.
 GQ0219
 GQ0219;                    North         East     Units Scale Factor Converg.
 GQ0219;SPC AZ W     -   569,819.967   194,347.396   MT  0.99993779   -0 07 28.5
 GQ0219;SPC AZ W     - 1,869,488.08    637,622.69   iFT  0.99993779   -0 07 28.5
 GQ0219;UTM  12      - 4,003,274.162   233,537.665   MT  1.00047495   -1 44 50.5
 GQ0219;UTM  11      - 4,003,489.760   773,438.155   MT  1.00052136   +1 47 35.3
 GQ0219
 GQ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0219!SPC AZ W     -   0.99994384  x   0.99993779  =   0.99988163
 GQ0219!UTM  12      -   0.99994384  x   1.00047495  =   1.00041876
 GQ0219!UTM  11      -   0.99994384  x   1.00052136  =   1.00046517
 GQ0219
 GQ0219:                Primary Azimuth Mark                     Grid Az
 GQ0219:SPC AZ W     -  A 110                                    235 15 11.6
 GQ0219:UTM  12      -  A 110                                    236 52 33.6
 GQ0219:UTM  11      -  A 110                                    233 20 07.8
 GQ0219
 GQ0219|---------------------------------------------------------------------|
 GQ0219| PID    Reference Object                     Distance      Geod. Az  |
 GQ0219|                                                           dddmmss.s |
 GQ0219| GQ0221 A 110                               APPROX. 2.0 KM 2350743.1 |
 GQ0219|---------------------------------------------------------------------|
 GQ0219
 GQ0219                          SUPERSEDED SURVEY CONTROL
 GQ0219
 GQ0219  NAD 83(1986)-  36 08 15.37740(N)    113 57 40.49543(W) AD(       ) 3
 GQ0219  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GQ0219
 GQ0219.Superseded values are not recommended for survey control.
 GQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0219.See file dsdata.txt to determine how the superseded data were derived.
 GQ0219
 GQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3353803274(NAD 83)
 GQ0219_MARKER: DS = TRIANGULATION STATION DISK
 GQ0219_SETTING: 80 = SET IN A BOULDER
 GQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0219+STABILITY: SURFACE MOTION
 GQ0219
 GQ0219  HISTORY     - Date     Condition        Report By
 GQ0219  HISTORY     - 1948     MONUMENTED       USGS
 GQ0219
 GQ0219                          STATION DESCRIPTION
 GQ0219
 GQ0219'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0219'LOCATED ABOUT 2.5 MI NE. OF PIERCE FERRY LANDING.  ON NORTH SIDE
 GQ0219'OF LAKE, ABOUT 120 FT. N. OF HIGH WAER MARK AT SOUTH END OF HIGH,
 GQ0219'BROAD RIDGE, ABOUT 45 FT. ABOVE HIGH WATER MARK.
 GQ0219'
 GQ0219'TO REACH NOT GIVEN.
 GQ0219'
 GQ0219'STATION MARK--STANDARD TABLET STAMPED---A108 1948---, CEMENTED IN
 GQ0219'TOP OF BOULDER IN PLACE.
 GQ0219'
 GQ0219'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0173 ***********************************************************************
 DU0173  DESIGNATION -  A 109
 DU0173  PID         -  DU0173
 DU0173  STATE/COUNTY-  AZ/GILA
 DU0173  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0173
 DU0173                         *CURRENT SURVEY CONTROL
 DU0173  ___________________________________________________________________
 DU0173* NAD 83(1986)-  33 26 08.     (N)    110 29 45.     (W)     SCALED    
 DU0173* NAVD 88     -       892.505  (meters)    2928.16   (feet)  ADJUSTED  
 DU0173  ___________________________________________________________________
 DU0173  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DU0173  DYNAMIC HT  -         891.314 (meters)    2924.25  (feet)  COMP
 DU0173  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 DU0173
 DU0173  VERT ORDER  -  SECOND    CLASS 0
 DU0173
 DU0173.The horizontal coordinates were scaled from a topographic map and have
 DU0173.an estimated accuracy of +/- 6 seconds.
 DU0173
 DU0173.The orthometric height was determined by differential leveling
 DU0173.and adjusted by the National Geodetic Survey in June 1991..
 DU0173
 DU0173.The geoid height was determined by GEOID03.
 DU0173
 DU0173.The dynamic height is computed by dividing the NAVD 88
 DU0173.geopotential number by the normal gravity value computed on the
 DU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0173.degrees latitude (g = 980.6199 gals.).
 DU0173
 DU0173.The modeled gravity was interpolated from observed gravity values.
 DU0173
 DU0173;                    North         East    Units  Estimated Accuracy
 DU0173;SPC AZ E     -   270,100.      182,750.      MT  (+/- 180 meters Scaled)
 DU0173
 DU0173                          SUPERSEDED SURVEY CONTROL
 DU0173
 DU0173  NGVD 29 (??/??/92)  891.902  (m)         2926.18   (f) ADJ UNCH    2 0
 DU0173
 DU0173.Superseded values are not recommended for survey control.
 DU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0173.See file dsdata.txt to determine how the superseded data were derived.
 DU0173
 DU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB468996(NAD 83)
 DU0173_MARKER: DB = BENCH MARK DISK
 DU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0173_STAMPING: A 109 1935
 DU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0173+STABILITY: SURFACE MOTION
 DU0173
 DU0173  HISTORY     - Date     Condition        Report By
 DU0173  HISTORY     - 1935     MONUMENTED       CGS
 DU0173
 DU0173                          STATION DESCRIPTION
 DU0173
 DU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0173'7.4 MI NW FROM SAN CARLOS.
 DU0173'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0173'THENCE 5.1 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 0.5 MILE
 DU0173'NORTHWEST OF A FENCE CROSSING SEVEN MILE WASH AND RUNNING NORTH INTO
 DU0173'SYCAMORE CREEK CANYON, AT THE MIDDLE OF THE WASH, AT A BROAD OPEN
 DU0173'MEADOW ABOUT 100 YARDS NORTHEAST OF THE CENTERLINE OF A CREEK AT THE
 DU0173'SOUTHWEST SIDE OF THE WASH, BETWEEN TWO ROADS.  A STANDARD DISK
 DU0173'STAMPED A 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0220 ***********************************************************************
 GQ0220  DESIGNATION -  A 109
 GQ0220  PID         -  GQ0220
 GQ0220  STATE/COUNTY-  AZ/MOHAVE
 GQ0220  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0220
 GQ0220                         *CURRENT SURVEY CONTROL
 GQ0220  ___________________________________________________________________
 GQ0220* NAD 83(1992)-  36 08 03.38599(N)    113 57 14.01410(W)     ADJUSTED  
 GQ0220* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 GQ0220  ___________________________________________________________________
 GQ0220  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 GQ0220  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GQ0220
 GQ0220  HORZ ORDER  -  THIRD
 GQ0220
 GQ0220.The horizontal coordinates were established by classical geodetic methods
 GQ0220.and adjusted by the National Geodetic Survey in August 1993..
 GQ0220
 GQ0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0220
 GQ0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0220
 GQ0220.The geoid height was determined by GEOID03.
 GQ0220
 GQ0220;                    North         East     Units Scale Factor Converg.
 GQ0220;SPC AZ W     -   569,448.700   195,008.699   MT  0.99993748   -0 07 12.8
 GQ0220;SPC AZ W     - 1,868,270.01    639,792.32   iFT  0.99993748   -0 07 12.8
 GQ0220;UTM  12      - 4,002,884.109   234,188.538   MT  1.00047068   -1 44 34.3
 GQ0220;UTM  11      - 4,003,140.626   774,111.906   MT  1.00052591   +1 47 50.4
 GQ0220
 GQ0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0220!SPC AZ W     -   0.99994571  x   0.99993748  =   0.99988320
 GQ0220!UTM  12      -   0.99994571  x   1.00047068  =   1.00041637
 GQ0220!UTM  11      -   0.99994571  x   1.00052591  =   1.00047160
 GQ0220
 GQ0220:                Primary Azimuth Mark                     Grid Az
 GQ0220:SPC AZ W     -  A 111                                    186 29 31.2
 GQ0220:UTM  12      -  A 111                                    188 06 52.7
 GQ0220:UTM  11      -  A 111                                    184 34 28.0
 GQ0220
 GQ0220|---------------------------------------------------------------------|
 GQ0220| PID    Reference Object                     Distance      Geod. Az  |
 GQ0220|                                                           dddmmss.s |
 GQ0220| GQ0222 A 111                               APPROX. 0.7 KM 1862218.4 |
 GQ0220|---------------------------------------------------------------------|
 GQ0220
 GQ0220                          SUPERSEDED SURVEY CONTROL
 GQ0220
 GQ0220  NAD 83(1986)-  36 08 03.37720(N)    113 57 14.01248(W) AD(       ) 3
 GQ0220  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GQ0220
 GQ0220.Superseded values are not recommended for survey control.
 GQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0220.See file dsdata.txt to determine how the superseded data were derived.
 GQ0220
 GQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3418902884(NAD 83)
 GQ0220_MARKER: DS = TRIANGULATION STATION DISK
 GQ0220_SETTING: 80 = SET IN A BOULDER
 GQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0220+STABILITY: SURFACE MOTION
 GQ0220
 GQ0220  HISTORY     - Date     Condition        Report By
 GQ0220  HISTORY     - 1948     MONUMENTED       USGS
 GQ0220
 GQ0220                          STATION DESCRIPTION
 GQ0220
 GQ0220'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0220'LOCATED ABOUT 3 MI NE. OF PIERCE FERRY LANDING, ON STEEP RIDGE.
 GQ0220'ON NORTH SIDE OF LAKE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0220'
 GQ0220'TO REACH NOT GIVEN.
 GQ0220'
 GQ0220'STATION MARK--STANDARD TABLET STAMPED---A109 1948---, CEMENTED IN
 GQ0220'TOP OF BOULDER IN PLACE.
 GQ0220'
 GQ0220'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1479 ***********************************************************************
 GR1479  DESIGNATION -  A 11
 GR1479  PID         -  GR1479
 GR1479  STATE/COUNTY-  AZ/MOHAVE
 GR1479  USGS QUAD   -  BOULDER CANYON (1983)
 GR1479
 GR1479                         *CURRENT SURVEY CONTROL
 GR1479  ___________________________________________________________________
 GR1479* NAD 83(1992)-  36 07 39.68930(N)    114 37 07.19796(W)     ADJUSTED  
 GR1479* NAVD 88     -       396.7    (meters)    1302.     (feet)  VERTCON   
 GR1479  ___________________________________________________________________
 GR1479  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GR1479  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1479
 GR1479  HORZ ORDER  -  THIRD
 GR1479
 GR1479.The horizontal coordinates were established by classical geodetic methods
 GR1479.and adjusted by the National Geodetic Survey in August 1993..
 GR1479
 GR1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1479
 GR1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1479
 GR1479.The geoid height was determined by GEOID03.
 GR1479
 GR1479;                    North         East     Units Scale Factor Converg.
 GR1479;SPC AZ W     -   569,048.584   135,168.610   MT  1.00000864   -0 30 43.8
 GR1479;SPC AZ W     - 1,866,957.30    443,466.57   iFT  1.00000864   -0 30 43.8
 GR1479;SPC NV E     - 8,153,268.714   286,830.101   MT  0.99999287   +0 34 07.6
 GR1479;SPC NV E     -26,749,515.77    941,041.76   sFT  0.99999287   +0 34 07.6
 GR1479;UTM  11      - 4,000,737.945   714,296.404   MT  1.00016587   +1 24 16.3
 GR1479
 GR1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1479!SPC AZ W     -   0.99994212  x   1.00000864  =   0.99995076
 GR1479!SPC NV E     -   0.99994212  x   0.99999287  =   0.99993499
 GR1479!UTM  11      -   0.99994212  x   1.00016587  =   1.00010798
 GR1479
 GR1479:                Primary Azimuth Mark                     Grid Az
 GR1479:SPC AZ W     -  A 12                                     071 01 48.8
 GR1479:SPC NV E     -  A 12                                     069 56 57.4
 GR1479:UTM  11      -  A 12                                     069 06 48.7
 GR1479
 GR1479|---------------------------------------------------------------------|
 GR1479| PID    Reference Object                     Distance      Geod. Az  |
 GR1479|                                                           dddmmss.s |
 GR1479| GR1480 A 12                                447.717 METERS 0703105.0 |
 GR1479| GR1478 A 10                                473.376 METERS 3183713.9 |
 GR1479|---------------------------------------------------------------------|
 GR1479
 GR1479                          SUPERSEDED SURVEY CONTROL
 GR1479
 GR1479  NAD 83(1986)-  36 07 39.67577(N)    114 37 07.18857(W) AD(       ) 3
 GR1479  NGVD 29 (06/27/88)  396.0    (m)         1299.     (f) VERT ANG       
 GR1479
 GR1479.Superseded values are not recommended for survey control.
 GR1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1479.See file dsdata.txt to determine how the superseded data were derived.
 GR1479
 GR1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1429600738(NAD 83)
 GR1479_MARKER: DS = TRIANGULATION STATION DISK
 GR1479_SETTING: 66 = SET IN ROCK OUTCROP
 GR1479_SP_SET: SET IN BEDROCK
 GR1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1479+STABILITY: POSITION/ELEVATION WELL
 GR1479
 GR1479  HISTORY     - Date     Condition        Report By
 GR1479  HISTORY     - 1948     MONUMENTED       USGS
 GR1479
 GR1479                          STATION DESCRIPTION
 GR1479
 GR1479'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1479'LOCATED ABOUT 2.7 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1479'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON TOP OF HIGH, PROMINENT
 GR1479'POINT, ABOUT 225 FT. ABOVE HIGH WATER MARK.
 GR1479'
 GR1479'TO REACH NOT GIVEN.
 GR1479'
 GR1479'STATION MARK--STANDARD TABLET STAMPED---A11 1948---, CEMENTED IN
 GR1479'BEDROCK.
 GR1479'
 GR1479'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0442 ***********************************************************************
 DA0442  DESIGNATION -  A 110
 DA0442  PID         -  DA0442
 DA0442  STATE/COUNTY-  AZ/PIMA
 DA0442  USGS QUAD   -  KINO PEAK (1990)
 DA0442
 DA0442                         *CURRENT SURVEY CONTROL
 DA0442  ___________________________________________________________________
 DA0442* NAD 83(1986)-  32 01 59.     (N)    112 57 22.     (W)     SCALED    
 DA0442* NAVD 88     -       445.30   (+/-2cm)    1461.0    (feet)  VERTCON   
 DA0442  ___________________________________________________________________
 DA0442  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0442
 DA0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0442
 DA0442.The horizontal coordinates were scaled from a topographic map and have
 DA0442.an estimated accuracy of +/- 6 seconds.
 DA0442
 DA0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0442.The vertical order pertains to the NGVD 29 superseded value.
 DA0442
 DA0442.The geoid height was determined by GEOID03.
 DA0442
 DA0442;                    North         East    Units  Estimated Accuracy
 DA0442;SPC AZ C     -   115,000.      115,180.      MT  (+/- 180 meters Scaled)
 DA0442
 DA0442                          SUPERSEDED SURVEY CONTROL
 DA0442
 DA0442  NGVD 29 (??/??/92)  444.588  (m)         1458.62   (f) ADJ UNCH    2 0
 DA0442
 DA0442.Superseded values are not recommended for survey control.
 DA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0442.See file dsdata.txt to determine how the superseded data were derived.
 DA0442
 DA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA152457(NAD 83)
 DA0442_MARKER: DB = BENCH MARK DISK
 DA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0442_STAMPING: A 110 1935
 DA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0442+STABILITY: SURFACE MOTION
 DA0442
 DA0442  HISTORY     - Date     Condition        Report By
 DA0442  HISTORY     - 1935     MONUMENTED       CGS
 DA0442  HISTORY     - 1952     GOOD             NGS
 DA0442
 DA0442                          STATION DESCRIPTION
 DA0442
 DA0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0442'23.7 MI NW FROM LUKEVILLE.
 DA0442'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0442'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0442'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0442'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0442'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 0.55 MILE
 DA0442'NORTH ALONG A ROAD LEADING TO GROWLER CANYON, 83 1/2 FEET NORTHWEST
 DA0442'ACROSS THE ROAD FROM THE WEST BANK OF A LARGE WASH, 60 1/2 FEET
 DA0442'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF THE
 DA0442'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A
 DA0442'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0221 ***********************************************************************
 GQ0221  DESIGNATION -  A 110
 GQ0221  PID         -  GQ0221
 GQ0221  STATE/COUNTY-  AZ/MOHAVE
 GQ0221  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0221
 GQ0221                         *CURRENT SURVEY CONTROL
 GQ0221  ___________________________________________________________________
 GQ0221* NAD 83(1992)-  36 07 37.41413(N)    113 58 47.65419(W)     ADJUSTED  
 GQ0221* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0221  ___________________________________________________________________
 GQ0221  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 GQ0221  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GQ0221
 GQ0221  HORZ ORDER  -  THIRD
 GQ0221
 GQ0221.The horizontal coordinates were established by classical geodetic methods
 GQ0221.and adjusted by the National Geodetic Survey in August 1993..
 GQ0221
 GQ0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0221
 GQ0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0221
 GQ0221.The geoid height was determined by GEOID03.
 GQ0221
 GQ0221;                    North         East     Units Scale Factor Converg.
 GQ0221;SPC AZ W     -   568,653.457   192,665.678   MT  0.99993861   -0 08 08.0
 GQ0221;SPC AZ W     - 1,865,660.95    632,105.24   iFT  0.99993861   -0 08 08.0
 GQ0221;UTM  12      - 4,002,155.132   231,822.662   MT  1.00048625   -1 45 28.6
 GQ0221;UTM  11      - 4,002,266.927   771,795.462   MT  1.00051033   +1 46 54.0
 GQ0221
 GQ0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0221!SPC AZ W     -   0.99994887  x   0.99993861  =   0.99988749
 GQ0221!UTM  12      -   0.99994887  x   1.00048625  =   1.00043510
 GQ0221!UTM  11      -   0.99994887  x   1.00051033  =   1.00045918
 GQ0221
 GQ0221:                Primary Azimuth Mark                     Grid Az
 GQ0221:SPC AZ W     -  A 115                                    221 21 45.1
 GQ0221:UTM  12      -  A 115                                    222 59 05.7
 GQ0221:UTM  11      -  A 115                                    219 26 43.1
 GQ0221
 GQ0221|---------------------------------------------------------------------|
 GQ0221| PID    Reference Object                     Distance      Geod. Az  |
 GQ0221|                                                           dddmmss.s |
 GQ0221| GQ0226 A 115                               APPROX. 1.5 KM 2211337.1 |
 GQ0221|---------------------------------------------------------------------|
 GQ0221
 GQ0221                          SUPERSEDED SURVEY CONTROL
 GQ0221
 GQ0221  NAD 83(1986)-  36 07 37.40527(N)    113 58 47.65297(W) AD(       ) 3
 GQ0221  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG       
 GQ0221
 GQ0221.Superseded values are not recommended for survey control.
 GQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0221.See file dsdata.txt to determine how the superseded data were derived.
 GQ0221
 GQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3182302155(NAD 83)
 GQ0221_MARKER: DS = TRIANGULATION STATION DISK
 GQ0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0221
 GQ0221  HISTORY     - Date     Condition        Report By
 GQ0221  HISTORY     - 1948     MONUMENTED       USGS
 GQ0221
 GQ0221                          STATION DESCRIPTION
 GQ0221
 GQ0221'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0221'LOCATED ABOUT 1.4 MI NE. OF PIERCE FERRY LANDING.  ON TOP OF SMALL
 GQ0221'ISLAND, ABOUT 20 FT. BELOW HIGH WATER MARK.
 GQ0221'
 GQ0221'TO REACH NOT GIVEN.
 GQ0221'
 GQ0221'STATION MARK--STANDARD TABLET STAMPED---A110 1948---, WELDED TO
 GQ0221'2-INCH PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GQ0221'
 GQ0221'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0076 ***********************************************************************
 CH0076  DESIGNATION -  A 111
 CH0076  PID         -  CH0076
 CH0076  STATE/COUNTY-  AZ/PIMA
 CH0076  USGS QUAD   -  LUKEVILLE (1988)
 CH0076
 CH0076                         *CURRENT SURVEY CONTROL
 CH0076  ___________________________________________________________________
 CH0076* NAD 83(1986)-  31 55 15.     (N)    112 48 14.     (W)     SCALED    
 CH0076* NAVD 88     -       481.539  (meters)    1579.85   (feet)  ADJUSTED  
 CH0076  ___________________________________________________________________
 CH0076  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0076  DYNAMIC HT  -         480.911 (meters)    1577.79  (feet)  COMP
 CH0076  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CH0076
 CH0076  VERT ORDER  -  FIRST     CLASS II
 CH0076
 CH0076.The horizontal coordinates were scaled from a topographic map and have
 CH0076.an estimated accuracy of +/- 6 seconds.
 CH0076
 CH0076.The orthometric height was determined by differential leveling
 CH0076.and adjusted by the National Geodetic Survey in June 1991..
 CH0076
 CH0076.The geoid height was determined by GEOID03.
 CH0076
 CH0076.The dynamic height is computed by dividing the NAVD 88
 CH0076.geopotential number by the normal gravity value computed on the
 CH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0076.degrees latitude (g = 980.6199 gals.).
 CH0076
 CH0076.The modeled gravity was interpolated from observed gravity values.
 CH0076
 CH0076;                    North         East    Units  Estimated Accuracy
 CH0076;SPC AZ C     -   102,430.      129,460.      MT  (+/- 180 meters Scaled)
 CH0076
 CH0076                          SUPERSEDED SURVEY CONTROL
 CH0076
 CH0076  NGVD 29 (??/??/92)  480.790  (m)         1577.39   (f) ADJ UNCH    1 2
 CH0076
 CH0076.Superseded values are not recommended for survey control.
 CH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0076.See file dsdata.txt to determine how the superseded data were derived.
 CH0076
 CH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0076_MARKER: DB = BENCH MARK DISK
 CH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0076_STAMPING: A 111 1935
 CH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0076+STABILITY: SURFACE MOTION
 CH0076
 CH0076  HISTORY     - Date     Condition        Report By
 CH0076  HISTORY     - 1935     MONUMENTED       CGS
 CH0076  HISTORY     - 1953     GOOD             NGS
 CH0076  HISTORY     - 1981     GOOD             NGS
 CH0076  HISTORY     - 19941110 GOOD             USPSQD
 CH0076  HISTORY     - 19970306 GOOD             USPSQD
 CH0076
 CH0076                          STATION DESCRIPTION
 CH0076
 CH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0076'3.0 MI N FROM LUKEVILLE.
 CH0076'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0076'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 49 1/2 FEET EAST
 CH0076'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST OF A WITNESS POST,
 CH0076'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0076'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0076
 CH0076                          STATION RECOVERY (1981)
 CH0076
 CH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0076'RECOVERED IN GOOD CONDITION.
 CH0076
 CH0076                          STATION RECOVERY (1994)
 CH0076
 CH0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0076'RECOVERED IN GOOD CONDITION.
 CH0076
 CH0076                          STATION RECOVERY (1997)
 CH0076
 CH0076'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0222 ***********************************************************************
 GQ0222  DESIGNATION -  A 111
 GQ0222  PID         -  GQ0222
 GQ0222  STATE/COUNTY-  AZ/MOHAVE
 GQ0222  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0222
 GQ0222                         *CURRENT SURVEY CONTROL
 GQ0222  ___________________________________________________________________
 GQ0222* NAD 83(1992)-  36 07 41.48712(N)    113 57 17.02849(W)     ADJUSTED  
 GQ0222* NAVD 88     -       378.7    (meters)    1242.     (feet)  VERTCON   
 GQ0222  ___________________________________________________________________
 GQ0222  LAPLACE CORR-           9.78  (seconds)                    DEFLEC99
 GQ0222  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GQ0222
 GQ0222  HORZ ORDER  -  THIRD
 GQ0222
 GQ0222.The horizontal coordinates were established by classical geodetic methods
 GQ0222.and adjusted by the National Geodetic Survey in August 1993..
 GQ0222
 GQ0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0222
 GQ0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0222
 GQ0222.The geoid height was determined by GEOID03.
 GQ0222
 GQ0222;                    North         East     Units Scale Factor Converg.
 GQ0222;SPC AZ W     -   568,773.922   194,931.913   MT  0.99993752   -0 07 14.5
 GQ0222;SPC AZ W     - 1,866,056.17    639,540.40   iFT  0.99993752   -0 07 14.5
 GQ0222;UTM  12      - 4,002,211.416   234,092.626   MT  1.00047131   -1 44 35.2
 GQ0222;UTM  11      - 4,002,463.258   774,057.709   MT  1.00052555   +1 47 47.7
 GQ0222
 GQ0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0222!SPC AZ W     -   0.99994477  x   0.99993752  =   0.99988230
 GQ0222!UTM  12      -   0.99994477  x   1.00047131  =   1.00041606
 GQ0222!UTM  11      -   0.99994477  x   1.00052555  =   1.00047029
 GQ0222
 GQ0222:                Primary Azimuth Mark                     Grid Az
 GQ0222:SPC AZ W     -  A 112                                    253 07 20.7
 GQ0222:UTM  12      -  A 112                                    254 44 41.4
 GQ0222:UTM  11      -  A 112                                    251 12 18.5
 GQ0222
 GQ0222|---------------------------------------------------------------------|
 GQ0222| PID    Reference Object                     Distance      Geod. Az  |
 GQ0222|                                                           dddmmss.s |
 GQ0222| GQ0223 A 112                               APPROX. 0.6 KM 2530006.2 |
 GQ0222| GQ0235 C 268                               367.059 METERS 25357     |
 GQ0222|---------------------------------------------------------------------|
 GQ0222
 GQ0222                          SUPERSEDED SURVEY CONTROL
 GQ0222
 GQ0222  NAD 83(1986)-  36 07 41.47825(N)    113 57 17.02688(W) AD(       ) 3
 GQ0222  NGVD 29 (06/27/88)  378.0    (m)         1240.     (f) VERT ANG       
 GQ0222
 GQ0222.Superseded values are not recommended for survey control.
 GQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0222.See file dsdata.txt to determine how the superseded data were derived.
 GQ0222
 GQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3409302211(NAD 83)
 GQ0222_MARKER: DS = TRIANGULATION STATION DISK
 GQ0222_SETTING: 80 = SET IN A BOULDER
 GQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0222+STABILITY: SURFACE MOTION
 GQ0222
 GQ0222  HISTORY     - Date     Condition        Report By
 GQ0222  HISTORY     - 1948     MONUMENTED       USGS
 GQ0222
 GQ0222                          STATION DESCRIPTION
 GQ0222
 GQ0222'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0222'LOCATED ABOUT 2.8 MI NE. OF PIERCE FERRY LANDING.  ON SOUTH SIDE
 GQ0222'OF LAKE, ABOUT 60 FT. SE. OF HIGH WATER MARK AT NORTHWEST END OF
 GQ0222'PROMINENT RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GQ0222'
 GQ0222'TO REACH NOT GIVEN.
 GQ0222'
 GQ0222'STATION MARK--STANDARD TABLET STAMPED---A111 1948---, CEMENTED IN
 GQ0222'TOP OF BOULDER IN PLACE.
 GQ0222'
 GQ0222'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0755 ***********************************************************************
 CZ0755  DESIGNATION -  A 112
 CZ0755  PID         -  CZ0755
 CZ0755  STATE/COUNTY-  AZ/PIMA
 CZ0755  USGS QUAD   -  MARANA (1992)
 CZ0755
 CZ0755                         *CURRENT SURVEY CONTROL
 CZ0755  ___________________________________________________________________
 CZ0755* NAD 83(1986)-  32 23 24.     (N)    111 08 31.     (W)     SCALED    
 CZ0755* NAVD 88     -       638.910  (meters)    2096.16   (feet)  ADJUSTED  
 CZ0755  ___________________________________________________________________
 CZ0755  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0755  DYNAMIC HT  -         638.062 (meters)    2093.38  (feet)  COMP
 CZ0755  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 CZ0755
 CZ0755  VERT ORDER  -  FIRST     CLASS II
 CZ0755
 CZ0755.The horizontal coordinates were scaled from a topographic map and have
 CZ0755.an estimated accuracy of +/- 6 seconds.
 CZ0755
 CZ0755.The orthometric height was determined by differential leveling
 CZ0755.and adjusted by the National Geodetic Survey in June 1991..
 CZ0755
 CZ0755.The geoid height was determined by GEOID03.
 CZ0755
 CZ0755.The dynamic height is computed by dividing the NAVD 88
 CZ0755.geopotential number by the normal gravity value computed on the
 CZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0755.degrees latitude (g = 980.6199 gals.).
 CZ0755
 CZ0755.The modeled gravity was interpolated from observed gravity values.
 CZ0755
 CZ0755;                    North         East    Units  Estimated Accuracy
 CZ0755;SPC AZ C     -   154,370.      286,250.      MT  (+/- 180 meters Scaled)
 CZ0755
 CZ0755                          SUPERSEDED SURVEY CONTROL
 CZ0755
 CZ0755  NGVD 29 (??/??/92)  638.269  (m)         2094.05   (f) ADJ UNCH    1 2
 CZ0755
 CZ0755.Superseded values are not recommended for survey control.
 CZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0755.See file dsdata.txt to determine how the superseded data were derived.
 CZ0755
 CZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866836(NAD 83)
 CZ0755_MARKER: DB = BENCH MARK DISK
 CZ0755_SETTING: 80 = SET IN A BOULDER
 CZ0755_SP_SET: BOULDER
 CZ0755_STAMPING: A 112 1935
 CZ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0755+STABILITY: SURFACE MOTION
 CZ0755
 CZ0755  HISTORY     - Date     Condition        Report By
 CZ0755  HISTORY     - 1935     MONUMENTED       CGS
 CZ0755  HISTORY     - 1951     GOOD             NGS
 CZ0755  HISTORY     - 1980     GOOD             NGS
 CZ0755
 CZ0755                          STATION DESCRIPTION
 CZ0755
 CZ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0755'2.7 MI S FROM RILLITO.
 CZ0755'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0755'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0755'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 1.2 MILES EAST
 CZ0755'ALONG SILVER BELL ROAD, AT THE BASE OF A HILL WITH AN AIRCRAFT BEACON
 CZ0755'ON THE TOP, AND IN THE TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 8
 CZ0755'INCHES ABOVE THE GROUND, 105 1/2 FEET NORTHWEST OF THE CENTER OF A Y
 CZ0755'JUNCTION OF A TRACK ROAD LEADING NORTH ALONG A FENCE, 44 1/2 FEET WEST
 CZ0755'OF THE CENTER LINE OF SILVER BELL ROAD, AND ABOUT 3 FEET HIGHER THAN
 CZ0755'THE ROAD.
 CZ0755
 CZ0755                          STATION RECOVERY (1980)
 CZ0755
 CZ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0755'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0755'RAILROAD FROM THE STATION AT TUCSON, THENCE 2.0 KILOMETERS (1.2 MILES)
 CZ0755'WEST ALONG AVRA VALLEY ROAD, THENCE 1.0 KILOMETER (0.6 MILES)
 CZ0755'SOUTHWEST ALONG THE ARIZONA PORTLAND CEMENT COMPANY PRIVATE ROAD,
 CZ0755'THENCE 2.0 KILOMETERS (1.2 MILES) SOUTHEAST ALONG A GRADED GRAVEL
 CZ0755'ROAD, SET IN TOP OF A 0.6 BY 0.6 METER (2 BY 2 FOOT) BOULDER
 CZ0755'PROJECTING 0.3 METER (1.0 FOOT), 10.6 METERS (35.0 FEET) WEST
 CZ0755'OF THE CENTER OF THE GRAVELED ROAD, 11.5 METERS (38.0 FEET))
 CZ0755'NORTHWEST OF A POWER POLE, 0.9 METER (3.0 FEET) ABOVE
 CZ0755'THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0223 ***********************************************************************
 GQ0223  DESIGNATION -  A 112
 GQ0223  PID         -  GQ0223
 GQ0223  STATE/COUNTY-  AZ/MOHAVE
 GQ0223  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0223
 GQ0223                         *CURRENT SURVEY CONTROL
 GQ0223  ___________________________________________________________________
 GQ0223* NAD 83(1992)-  36 07 36.13892(N)    113 57 38.59143(W)     ADJUSTED  
 GQ0223* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0223  ___________________________________________________________________
 GQ0223  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 GQ0223  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GQ0223
 GQ0223  HORZ ORDER  -  THIRD
 GQ0223
 GQ0223.The horizontal coordinates were established by classical geodetic methods
 GQ0223.and adjusted by the National Geodetic Survey in August 1993..
 GQ0223
 GQ0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0223
 GQ0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0223
 GQ0223.The geoid height was determined by GEOID03.
 GQ0223
 GQ0223;                    North         East     Units Scale Factor Converg.
 GQ0223;SPC AZ W     -   568,610.240   194,392.412   MT  0.99993776   -0 07 27.2
 GQ0223;SPC AZ W     - 1,865,519.16    637,770.38   iFT  0.99993776   -0 07 27.2
 GQ0223;UTM  12      - 4,002,062.995   233,548.415   MT  1.00047488   -1 44 47.7
 GQ0223;UTM  11      - 4,002,281.511   773,523.673   MT  1.00052194   +1 47 34.8
 GQ0223
 GQ0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0223!SPC AZ W     -   0.99994886  x   0.99993776  =   0.99988662
 GQ0223!UTM  12      -   0.99994886  x   1.00047488  =   1.00042371
 GQ0223!UTM  11      -   0.99994886  x   1.00052194  =   1.00047077
 GQ0223
 GQ0223:                Primary Azimuth Mark                     Grid Az
 GQ0223:SPC AZ W     -  A 113                                    211 35 45.1
 GQ0223:UTM  12      -  A 113                                    213 13 05.6
 GQ0223:UTM  11      -  A 113                                    209 40 43.1
 GQ0223
 GQ0223|---------------------------------------------------------------------|
 GQ0223| PID    Reference Object                     Distance      Geod. Az  |
 GQ0223|                                                           dddmmss.s |
 GQ0223| GQ0224 A 113                               APPROX. 1.6 KM 2112817.9 |
 GQ0223|---------------------------------------------------------------------|
 GQ0223
 GQ0223                          SUPERSEDED SURVEY CONTROL
 GQ0223
 GQ0223  NAD 83(1986)-  36 07 36.13004(N)    113 57 38.58997(W) AD(       ) 3
 GQ0223  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG       
 GQ0223
 GQ0223.Superseded values are not recommended for survey control.
 GQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0223.See file dsdata.txt to determine how the superseded data were derived.
 GQ0223
 GQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3354802063(NAD 83)
 GQ0223_MARKER: DS = TRIANGULATION STATION DISK
 GQ0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0223
 GQ0223  HISTORY     - Date     Condition        Report By
 GQ0223  HISTORY     - 1948     MONUMENTED       USGS
 GQ0223
 GQ0223                          STATION DESCRIPTION
 GQ0223
 GQ0223'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0223'LOCATED ABOUT 2.5 MI NE. OF PIERCE FERRY LANDING, ON SOUTH SIDE
 GQ0223'OF LAKE, ABOUT 30 FT. S. OF HIGH WATER MARK AT NORTH END OF
 GQ0223'ISLAND, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0223'
 GQ0223'TO REACH NOT GIVEN.
 GQ0223'
 GQ0223'STATION MARK--STANDARD TABLET STAMPED---A112 1948---, WELDED TO
 GQ0223'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GQ0223'
 GQ0223'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0224 ***********************************************************************
 GQ0224  DESIGNATION -  A 113
 GQ0224  PID         -  GQ0224
 GQ0224  STATE/COUNTY-  AZ/MOHAVE
 GQ0224  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0224
 GQ0224                         *CURRENT SURVEY CONTROL
 GQ0224  ___________________________________________________________________
 GQ0224* NAD 83(1992)-  36 06 52.71947(N)    113 58 11.34645(W)     ADJUSTED  
 GQ0224* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 GQ0224  ___________________________________________________________________
 GQ0224  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 GQ0224  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GQ0224
 GQ0224  HORZ ORDER  -  THIRD
 GQ0224
 GQ0224.The horizontal coordinates were established by classical geodetic methods
 GQ0224.and adjusted by the National Geodetic Survey in August 1993..
 GQ0224
 GQ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0224
 GQ0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0224
 GQ0224.The geoid height was determined by GEOID03.
 GQ0224
 GQ0224;                    North         East     Units Scale Factor Converg.
 GQ0224;SPC AZ W     -   567,273.841   193,570.388   MT  0.99993816   -0 07 46.4
 GQ0224;SPC AZ W     - 1,861,134.65    635,073.45   iFT  0.99993816   -0 07 46.4
 GQ0224;UTM  12      - 4,000,749.693   232,688.426   MT  1.00048054   -1 45 05.2
 GQ0224;UTM  11      - 4,000,917.571   772,746.361   MT  1.00051671   +1 47 13.6
 GQ0224
 GQ0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0224!SPC AZ W     -   0.99994572  x   0.99993816  =   0.99988389
 GQ0224!UTM  12      -   0.99994572  x   1.00048054  =   1.00042624
 GQ0224!UTM  11      -   0.99994572  x   1.00051671  =   1.00046241
 GQ0224
 GQ0224                          SUPERSEDED SURVEY CONTROL
 GQ0224
 GQ0224  NAD 83(1986)-  36 06 52.71043(N)    113 58 11.34508(W) AD(       ) 3
 GQ0224  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GQ0224
 GQ0224.Superseded values are not recommended for survey control.
 GQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0224.See file dsdata.txt to determine how the superseded data were derived.
 GQ0224
 GQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3268800750(NAD 83)
 GQ0224_MARKER: DS = TRIANGULATION STATION DISK
 GQ0224_SETTING: 80 = SET IN A BOULDER
 GQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0224+STABILITY: SURFACE MOTION
 GQ0224
 GQ0224  HISTORY     - Date     Condition        Report By
 GQ0224  HISTORY     - 1948     MONUMENTED       USGS
 GQ0224
 GQ0224                          STATION DESCRIPTION
 GQ0224
 GQ0224'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0224'NOT OCCUPIED.
 GQ0224'
 GQ0224'LOCATED ABOUT 1.5 MI E. OF PIERCE FERRY LANDING.  ON BROAD, FLAT
 GQ0224'RIDGE, ABOUT 2 FT. BELOW HIGH WATER MARK.
 GQ0224'
 GQ0224'STATION MARK--STANDARD TABLET STAMPED---A113 1948---, CEMENTED IN
 GQ0224'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0779 ***********************************************************************
 CZ0779  DESIGNATION -  A 113 RM 1
 CZ0779  PID         -  CZ0779
 CZ0779  STATE/COUNTY-  AZ/PIMA
 CZ0779  USGS QUAD   -  THREE POINTS (1992)
 CZ0779
 CZ0779                         *CURRENT SURVEY CONTROL
 CZ0779  ___________________________________________________________________
 CZ0779* NAD 83(1986)-  32 04 38.     (N)    111 18 43.     (W)     SCALED    
 CZ0779* NAVD 88     -       774.62   (+/-2cm)    2541.4    (feet)  VERTCON   
 CZ0779  ___________________________________________________________________
 CZ0779  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0779
 CZ0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0779
 CZ0779.The horizontal coordinates were scaled from a topographic map and have
 CZ0779.an estimated accuracy of +/- 6 seconds.
 CZ0779
 CZ0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0779.The vertical order pertains to the NGVD 29 superseded value.
 CZ0779
 CZ0779.The geoid height was determined by GEOID03.
 CZ0779
 CZ0779;                    North         East    Units  Estimated Accuracy
 CZ0779;SPC AZ C     -   119,590.      270,450.      MT  (+/- 180 meters Scaled)
 CZ0779
 CZ0779                          SUPERSEDED SURVEY CONTROL
 CZ0779
 CZ0779  NGVD 29 (??/??/92)  773.928  (m)         2539.13   (f) ADJ UNCH    2 0
 CZ0779
 CZ0779.Superseded values are not recommended for survey control.
 CZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0779.See file dsdata.txt to determine how the superseded data were derived.
 CZ0779
 CZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705490(NAD 83)
 CZ0779_MARKER: DR = REFERENCE MARK DISK
 CZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0779_STAMPING: B.M. A 113 NO. 1 1936
 CZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0779+STABILITY: SURFACE MOTION
 CZ0779
 CZ0779  HISTORY     - Date     Condition        Report By
 CZ0779  HISTORY     - 1936     MONUMENTED       CGS
 CZ0779  HISTORY     - 1951     GOOD             NGS
 CZ0779  HISTORY     - 19950103 GOOD             USPSQD
 CZ0779
 CZ0779                          STATION DESCRIPTION
 CZ0779
 CZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0779'22.0 MI SW FROM RUCSON.
 CZ0779'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0779'HIGHWAY 85, 0.1 MILE EAST OF THE THREE-POINTS SCHOOL, 91 FEET
 CZ0779'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65.8 FEET NORTHEAST OF
 CZ0779'REFERENCE MARK NUMBER 2, 52.8 FEET NORTHEAST OF BENCH MARK A 113, AND
 CZ0779'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CZ0779'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CZ0779
 CZ0779                          STATION RECOVERY (1995)
 CZ0779
 CZ0779'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0780 ***********************************************************************
 CZ0780  DESIGNATION -  A 113 RM 2
 CZ0780  PID         -  CZ0780
 CZ0780  STATE/COUNTY-  AZ/PIMA
 CZ0780  USGS QUAD   -  THREE POINTS (1992)
 CZ0780
 CZ0780                         *CURRENT SURVEY CONTROL
 CZ0780  ___________________________________________________________________
 CZ0780* NAD 83(1986)-  32 04 38.     (N)    111 18 43.     (W)     SCALED    
 CZ0780* NAVD 88     -       774.79   (+/-2cm)    2542.0    (feet)  VERTCON   
 CZ0780  ___________________________________________________________________
 CZ0780  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0780
 CZ0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0780
 CZ0780.The horizontal coordinates were scaled from a topographic map and have
 CZ0780.an estimated accuracy of +/- 6 seconds.
 CZ0780
 CZ0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0780.The vertical order pertains to the NGVD 29 superseded value.
 CZ0780
 CZ0780.The geoid height was determined by GEOID03.
 CZ0780
 CZ0780;                    North         East    Units  Estimated Accuracy
 CZ0780;SPC AZ C     -   119,590.      270,450.      MT  (+/- 180 meters Scaled)
 CZ0780
 CZ0780                          SUPERSEDED SURVEY CONTROL
 CZ0780
 CZ0780  NGVD 29 (??/??/92)  774.108  (m)         2539.72   (f) ADJ UNCH    2 0
 CZ0780
 CZ0780.Superseded values are not recommended for survey control.
 CZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0780.See file dsdata.txt to determine how the superseded data were derived.
 CZ0780
 CZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705490(NAD 83)
 CZ0780_MARKER: DR = REFERENCE MARK DISK
 CZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0780_STAMPING: B.M. A 113 NO. 2 1936
 CZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0780+STABILITY: SURFACE MOTION
 CZ0780
 CZ0780  HISTORY     - Date     Condition        Report By
 CZ0780  HISTORY     - 1936     MONUMENTED       CGS
 CZ0780  HISTORY     - 1951     GOOD             NGS
 CZ0780  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0780
 CZ0780                          STATION DESCRIPTION
 CZ0780
 CZ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0780'22.0 MI SW FROM TUCSON.
 CZ0780'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0780'HIGHWAY 86, 0.1 MILE EAST OF THE THREE POINTS SCHOOL HOUSE, 169 1/2
 CZ0780'FEET WEST OF THE CENTER OF A Y JUNCTION OF SASABE ROAD LEADING SOUTH,
 CZ0780'65.8 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1, 56.2 FEET EAST THE
 CZ0780'SOUTHEAST CORNER OF THE GULF SERVICE STATION AT THREE POINTS, 53 1/2
 CZ0780'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, 40.7 FEET
 CZ0780'SOUTHEAST OF B.M. A 113, 13.9 FEET WEST OF THE FLOOD LIGHT POLE AT THE
 CZ0780'GULF SERVICE STATION, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET
 CZ0780'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ0780
 CZ0780                          STATION RECOVERY (1995)
 CZ0780
 CZ0780'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0843 ***********************************************************************
 CZ0843  DESIGNATION -  A 114
 CZ0843  PID         -  CZ0843
 CZ0843  STATE/COUNTY-  AZ/PIMA
 CZ0843  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0843
 CZ0843                         *CURRENT SURVEY CONTROL
 CZ0843  ___________________________________________________________________
 CZ0843* NAD 83(1986)-  32 10 39.     (N)    111 00 10.     (W)     SCALED    
 CZ0843* NAVD 88     -       738.34   (+/-2cm)    2422.4    (feet)  VERTCON   
 CZ0843  ___________________________________________________________________
 CZ0843  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0843
 CZ0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0843
 CZ0843.The horizontal coordinates were scaled from a topographic map and have
 CZ0843.an estimated accuracy of +/- 6 seconds.
 CZ0843
 CZ0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0843.The vertical order pertains to the NGVD 29 superseded value.
 CZ0843
 CZ0843.The geoid height was determined by GEOID03.
 CZ0843
 CZ0843;                    North         East    Units  Estimated Accuracy
 CZ0843;SPC AZ C     -   130,910.      299,540.      MT  (+/- 180 meters Scaled)
 CZ0843
 CZ0843                          SUPERSEDED SURVEY CONTROL
 CZ0843
 CZ0843  NGVD 29 (??/??/92)  737.664  (m)         2420.15   (f) ADJ UNCH    2 0
 CZ0843
 CZ0843.Superseded values are not recommended for survey control.
 CZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0843.See file dsdata.txt to determine how the superseded data were derived.
 CZ0843
 CZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA997601(NAD 83)
 CZ0843_MARKER: DB = BENCH MARK DISK
 CZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0843_STAMPING: A 114 1935
 CZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0843+STABILITY: SURFACE MOTION
 CZ0843
 CZ0843  HISTORY     - Date     Condition        Report By
 CZ0843  HISTORY     - 1935     MONUMENTED       CGS
 CZ0843  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0843
 CZ0843                          STATION DESCRIPTION
 CZ0843
 CZ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0843'4.2 MI S FROM TUCSON.
 CZ0843'4.2 MILES SOUTH ALONG THE AJO ROAD FROM TUCSON, PIMA COUNTY, AT THE
 CZ0843'JUNCTION OF THE SAN XAVIER ROAD, 195 FEET SOUTH OF THE CENTER OF THE
 CZ0843'INTERSECTION, 29 FEET EAST OF THE CENTERLINE OF THE SAN XAVIER ROAD,
 CZ0843'AND 2 FEET WEST OF A HIGH BOARD FENCE.  A STANDARD DISK, STAMPED A 114
 CZ0843'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0843
 CZ0843                          STATION RECOVERY (1966)
 CZ0843
 CZ0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0225 ***********************************************************************
 GQ0225  DESIGNATION -  A 114
 GQ0225  PID         -  GQ0225
 GQ0225  STATE/COUNTY-  AZ/MOHAVE
 GQ0225  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0225
 GQ0225                         *CURRENT SURVEY CONTROL
 GQ0225  ___________________________________________________________________
 GQ0225* NAD 83(1992)-  36 07 08.48876(N)    113 58 43.74149(W)     ADJUSTED  
 GQ0225* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GQ0225  ___________________________________________________________________
 GQ0225  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 GQ0225  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GQ0225
 GQ0225  HORZ ORDER  -  THIRD
 GQ0225
 GQ0225.The horizontal coordinates were established by classical geodetic methods
 GQ0225.and adjusted by the National Geodetic Survey in August 1993..
 GQ0225
 GQ0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0225
 GQ0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0225
 GQ0225.The geoid height was determined by GEOID03.
 GQ0225
 GQ0225;                    North         East     Units Scale Factor Converg.
 GQ0225;SPC AZ W     -   567,761.729   192,761.411   MT  0.99993856   -0 08 05.6
 GQ0225;SPC AZ W     - 1,862,735.33    632,419.33   iFT  0.99993856   -0 08 05.6
 GQ0225;UTM  12      - 4,001,260.562   231,893.150   MT  1.00048578   -1 45 25.0
 GQ0225;UTM  11      - 4,001,378.393   771,921.043   MT  1.00051117   +1 46 55.1
 GQ0225
 GQ0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0225!SPC AZ W     -   0.99994291  x   0.99993856  =   0.99988147
 GQ0225!UTM  12      -   0.99994291  x   1.00048578  =   1.00042866
 GQ0225!UTM  11      -   0.99994291  x   1.00051117  =   1.00045405
 GQ0225
 GQ0225:                Primary Azimuth Mark                     Grid Az
 GQ0225:SPC AZ W     -  A 116                                    273 52 32.5
 GQ0225:UTM  12      -  A 116                                    275 29 51.9
 GQ0225:UTM  11      -  A 116                                    271 57 31.8
 GQ0225
 GQ0225|---------------------------------------------------------------------|
 GQ0225| PID    Reference Object                     Distance      Geod. Az  |
 GQ0225|                                                           dddmmss.s |
 GQ0225| GQ0227 A 116                               APPROX. 1.6 KM 2734426.9 |
 GQ0225|---------------------------------------------------------------------|
 GQ0225
 GQ0225                          SUPERSEDED SURVEY CONTROL
 GQ0225
 GQ0225  NAD 83(1986)-  36 07 08.47977(N)    113 58 43.74020(W) AD(       ) 3
 GQ0225  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GQ0225
 GQ0225.Superseded values are not recommended for survey control.
 GQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0225.See file dsdata.txt to determine how the superseded data were derived.
 GQ0225
 GQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3189301261(NAD 83)
 GQ0225_MARKER: DS = TRIANGULATION STATION DISK
 GQ0225_SETTING: 80 = SET IN A BOULDER
 GQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0225+STABILITY: SURFACE MOTION
 GQ0225
 GQ0225  HISTORY     - Date     Condition        Report By
 GQ0225  HISTORY     - 1948     MONUMENTED       USGS
 GQ0225
 GQ0225                          STATION DESCRIPTION
 GQ0225
 GQ0225'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0225'LOCATED ABOUT 0.6 MI E. OF PIERCE FERRY LANDING.  ABOUT 50 FT. NE.
 GQ0225'OF SMALL TOP ON RIDGE, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GQ0225'
 GQ0225'TO REACH NOT GIVEN.
 GQ0225'
 GQ0225'STATION MARK--STANDARD TABLET STAMPED---A114 1948---, CEMENTED IN
 GQ0225'TOP OF BOULDER IN PLACE.
 GQ0225'
 GQ0225'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0489 ***********************************************************************
 CG0489  DESIGNATION -  A 115
 CG0489  PID         -  CG0489
 CG0489  STATE/COUNTY-  AZ/PIMA
 CG0489  USGS QUAD   -  TWIN BUTTES (1981)
 CG0489
 CG0489                         *CURRENT SURVEY CONTROL
 CG0489  ___________________________________________________________________
 CG0489* NAD 83(1986)-  31 58 57.     (N)    111 05 33.     (W)     SCALED    
 CG0489* NAVD 88     -      1060.38   (+/-2cm)    3478.9    (feet)  VERTCON   
 CG0489  ___________________________________________________________________
 CG0489  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0489
 CG0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0489
 CG0489.The horizontal coordinates were scaled from a topographic map and have
 CG0489.an estimated accuracy of +/- 6 seconds.
 CG0489
 CG0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0489.The vertical order pertains to the NGVD 29 superseded value.
 CG0489
 CG0489.The geoid height was determined by GEOID03.
 CG0489
 CG0489;                    North         East    Units  Estimated Accuracy
 CG0489;SPC AZ C     -   109,220.      291,250.      MT  (+/- 180 meters Scaled)
 CG0489
 CG0489                          SUPERSEDED SURVEY CONTROL
 CG0489
 CG0489  NGVD 29 (??/??/92) 1059.637  (m)         3476.49   (f) ADJ UNCH    2 0
 CG0489
 CG0489.Superseded values are not recommended for survey control.
 CG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0489.See file dsdata.txt to determine how the superseded data were derived.
 CG0489
 CG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA912385(NAD 83)
 CG0489_MARKER: DB = BENCH MARK DISK
 CG0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0489_STAMPING: A 115 1935
 CG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0489+STABILITY: SURFACE MOTION
 CG0489
 CG0489  HISTORY     - Date     Condition        Report By
 CG0489  HISTORY     - 1935     MONUMENTED       CGS
 CG0489  HISTORY     - 1935     GOOD             NGS
 CG0489
 CG0489                          STATION DESCRIPTION
 CG0489
 CG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0489'0.7 MI N FROM SAN XAVIER.
 CG0489'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY, 1.1
 CG0489'MILES SOUTH OF A RANCH HOUSE ON THE WEST SIDE OF THE ROAD, AT THE
 CG0489'POINT WHERE A DIM ROAD LEADS WEST TO SOTO RANCH, AND 78 FEET WEST OF
 CG0489'THE CENTERLINE OF THE TUCSON ROAD.  A STANDARD DISK, STAMPED A 115
 CG0489'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0226 ***********************************************************************
 GQ0226  DESIGNATION -  A 115
 GQ0226  PID         -  GQ0226
 GQ0226  STATE/COUNTY-  AZ/MOHAVE
 GQ0226  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0226
 GQ0226                         *CURRENT SURVEY CONTROL
 GQ0226  ___________________________________________________________________
 GQ0226* NAD 83(1992)-  36 07 01.94161(N)    113 59 25.96229(W)     ADJUSTED  
 GQ0226* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0226  ___________________________________________________________________
 GQ0226  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 GQ0226  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0226
 GQ0226  HORZ ORDER  -  THIRD
 GQ0226
 GQ0226.The horizontal coordinates were established by classical geodetic methods
 GQ0226.and adjusted by the National Geodetic Survey in August 1993..
 GQ0226
 GQ0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0226
 GQ0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0226
 GQ0226.The geoid height was determined by GEOID03.
 GQ0226
 GQ0226;                    North         East     Units Scale Factor Converg.
 GQ0226;SPC AZ W     -   567,562.491   191,705.131   MT  0.99993911   -0 08 30.4
 GQ0226;SPC AZ W     - 1,862,081.66    628,953.84   iFT  0.99993911   -0 08 30.4
 GQ0226;UTM  12      - 4,001,091.210   230,831.069   MT  1.00049282   -1 45 49.7
 GQ0226;UTM  11      - 4,001,143.802   770,871.421   MT  1.00050415   +1 46 29.9
 GQ0226
 GQ0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0226!SPC AZ W     -   0.99994888  x   0.99993911  =   0.99988799
 GQ0226!UTM  12      -   0.99994888  x   1.00049282  =   1.00044167
 GQ0226!UTM  11      -   0.99994888  x   1.00050415  =   1.00045300
 GQ0226
 GQ0226                          SUPERSEDED SURVEY CONTROL
 GQ0226
 GQ0226  NAD 83(1986)-  36 07 01.93261(N)    113 59 25.96125(W) AD(       ) 3
 GQ0226  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG       
 GQ0226
 GQ0226.Superseded values are not recommended for survey control.
 GQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0226.See file dsdata.txt to determine how the superseded data were derived.
 GQ0226
 GQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3083101091(NAD 83)
 GQ0226_MARKER: DS = TRIANGULATION STATION DISK
 GQ0226_SETTING: 80 = SET IN A BOULDER
 GQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0226+STABILITY: SURFACE MOTION
 GQ0226
 GQ0226  HISTORY     - Date     Condition        Report By
 GQ0226  HISTORY     - 1948     MONUMENTED       USGS
 GQ0226
 GQ0226                          STATION DESCRIPTION
 GQ0226
 GQ0226'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0226'NOT OCCUPIED.
 GQ0226'
 GQ0226'LOCATED ABOUT 0.6 MI E. OF PIERCE FERRY LANDING.  ABOUT 15 FT. S.
 GQ0226'OF HIGH WATER MARK AT NORTH END OF SHARP RIDGE, ABOUT 10 FT.
 GQ0226'ABOVE HIGH WATER MARK.
 GQ0226'
 GQ0226'STATION MARK--STANDARD TABLET STAMPED---A115 1948---, CEMENTED IN
 GQ0226'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0070 ***********************************************************************
 GQ0070  DESIGNATION -  A 116
 GQ0070  PID         -  GQ0070
 GQ0070  STATE/COUNTY-  AZ/MOHAVE
 GQ0070  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0070
 GQ0070                         *CURRENT SURVEY CONTROL
 GQ0070  ___________________________________________________________________
 GQ0070* NAD 83(1986)-  36 07 24.     (N)    114 00 06.     (W)     SCALED    
 GQ0070* NAVD 88     -       387.803  (meters)    1272.32   (feet)  POSTED    
 GQ0070  ___________________________________________________________________
 GQ0070  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0070  DYNAMIC HT  -         387.420 (meters)    1271.06  (feet)  COMP
 GQ0070  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GQ0070
 GQ0070  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0070
 GQ0070.The horizontal coordinates were scaled from a topographic map and have
 GQ0070.an estimated accuracy of +/- 6 seconds.
 GQ0070
 GQ0070.The orthometric height was determined by differential leveling
 GQ0070.and adjusted by the National Geodetic Survey in 1992..
 GQ0070.No vertical observational check was made to the station.
 GQ0070.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0070.was located on a no-check spur therefore a value was not computed.
 GQ0070
 GQ0070.The geoid height was determined by GEOID03.
 GQ0070
 GQ0070.The dynamic height is computed by dividing the NAVD 88
 GQ0070.geopotential number by the normal gravity value computed on the
 GQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0070.degrees latitude (g = 980.6199 gals.).
 GQ0070
 GQ0070.The modeled gravity was interpolated from observed gravity values.
 GQ0070
 GQ0070;                    North         East    Units  Estimated Accuracy
 GQ0070;SPC AZ W     -   568,250.      190,710.      MT  (+/- 180 meters Scaled)
 GQ0070
 GQ0070                          SUPERSEDED SURVEY CONTROL
 GQ0070
 GQ0070  NGVD 29 (??/??/92)  387.124  (m)         1270.09   (f) ADJ UNCH    1 1
 GQ0070
 GQ0070.Superseded values are not recommended for survey control.
 GQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0070.See file dsdata.txt to determine how the superseded data were derived.
 GQ0070
 GQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698017(NAD 83)
 GQ0070_MARKER: DD = SURVEY DISK
 GQ0070_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0070_SP_SET: OUTCROP
 GQ0070_STAMPING: A 116 1948
 GQ0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0070+STABILITY: POSITION/ELEVATION WELL
 GQ0070
 GQ0070  HISTORY     - Date     Condition        Report By
 GQ0070  HISTORY     - 1948     MONUMENTED       USGS
 GQ0070  HISTORY     - 1950     GOOD             NGS
 GQ0070
 GQ0070                          STATION DESCRIPTION
 GQ0070
 GQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0070'0.8 MI N FROM PIERCES FERRY.
 GQ0070'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0070'STATION AT PIERCES FERRY, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0070'ON THE TOP OF A RIDGE, 114 YARDS NORTHEAST ALONG A ROCK-LINED PATH
 GQ0070'FROM THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0070'CAMP, 47 YARDS SOUTHWEST OF A POINT WHERE THE RIDGE STARTS A SHARP
 GQ0070'DESCENT TO LAKE MEAD, 42.8 FEET SOUTHWEST OF BM 3 (NPS), 14 FEET
 GQ0070'SOUTHEAST OF THE CENTER LINE OF THE PATH, 1 1/2 FEET NORTH OF A CAIRN,
 GQ0070'AND IN THE TOP OF AN OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0868 ***********************************************************************
 FS0868  DESIGNATION -  A 116
 FS0868  PID         -  FS0868
 FS0868  STATE/COUNTY-  AZ/MOHAVE
 FS0868  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0868
 FS0868                         *CURRENT SURVEY CONTROL
 FS0868  ___________________________________________________________________
 FS0868* NAD 83(1986)-  35 28 53.     (N)    114 40 18.     (W)     SCALED    
 FS0868* NAVD 88     -       176.618  (meters)     579.45   (feet)  POSTED    
 FS0868  ___________________________________________________________________
 FS0868  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FS0868  DYNAMIC HT  -         176.440 (meters)     578.87  (feet)  COMP
 FS0868  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FS0868
 FS0868  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0868
 FS0868.The horizontal coordinates were scaled from a topographic map and have
 FS0868.an estimated accuracy of +/- 6 seconds.
 FS0868
 FS0868.The orthometric height was determined by differential leveling
 FS0868.and adjusted by the National Geodetic Survey in 1992..
 FS0868.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0868.rate of 1.1 thru 2.0 mm/km.
 FS0868
 FS0868.The geoid height was determined by GEOID03.
 FS0868
 FS0868.The dynamic height is computed by dividing the NAVD 88
 FS0868.geopotential number by the normal gravity value computed on the
 FS0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0868.degrees latitude (g = 980.6199 gals.).
 FS0868
 FS0868.The modeled gravity was interpolated from observed gravity values.
 FS0868
 FS0868;                    North         East    Units  Estimated Accuracy
 FS0868;SPC AZ W     -   497,380.      129,720.      MT  (+/- 180 meters Scaled)
 FS0868
 FS0868                          SUPERSEDED SURVEY CONTROL
 FS0868
 FS0868  NGVD 29 (??/??/92)  175.911  (m)          577.13   (f) ADJ UNCH    1 2
 FS0868
 FS0868.Superseded values are not recommended for survey control.
 FS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0868.See file dsdata.txt to determine how the superseded data were derived.
 FS0868
 FS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV112289(NAD 83)
 FS0868_MARKER: DB = BENCH MARK DISK
 FS0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0868_STAMPING: A 116 1935
 FS0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0868+STABILITY: SURFACE MOTION
 FS0868
 FS0868  HISTORY     - Date     Condition        Report By
 FS0868  HISTORY     - 1935     MONUMENTED       CGS
 FS0868  HISTORY     - 1950     GOOD             NGS
 FS0868  HISTORY     - 1957     GOOD             USGS
 FS0868
 FS0868                          STATION DESCRIPTION
 FS0868
 FS0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0868'30 MI W FROM GRASSHOPPER JUNCTION.
 FS0868'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0868'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 22.6 MILES
 FS0868'WEST ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING,
 FS0868'1.0 MILE SOUTHEAST OF THE OLD AERIAL FERRY LANDING, ABOUT 100 YARDS
 FS0868'WEST OF A CURVE, 0.2 MILE EAST OF A POINT WHERE THE ROAD CROSSES
 FS0868'A WIDE WASH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 FS0868'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FS0868'GROUND.  NOTE-- THIS MARK IS INUNDATED BY LAKE MOJAVE.
 FS0868
 FS0868                          STATION RECOVERY (1957)
 FS0868
 FS0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0227 ***********************************************************************
 GQ0227  DESIGNATION -  A 116
 GQ0227  PID         -  GQ0227
 GQ0227  STATE/COUNTY-  AZ/MOHAVE
 GQ0227  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0227
 GQ0227                         *CURRENT SURVEY CONTROL
 GQ0227  ___________________________________________________________________
 GQ0227* NAD 83(1992)-  36 07 11.89995(N)    113 59 48.13697(W)     ADJUSTED  
 GQ0227* NAVD 88     -       381.6    (meters)    1252.     (feet)  VERTCON   
 GQ0227  ___________________________________________________________________
 GQ0227  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 GQ0227  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0227
 GQ0227  HORZ ORDER  -  THIRD
 GQ0227
 GQ0227.The horizontal coordinates were established by classical geodetic methods
 GQ0227.and adjusted by the National Geodetic Survey in August 1993..
 GQ0227
 GQ0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0227
 GQ0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0227
 GQ0227.The geoid height was determined by GEOID03.
 GQ0227
 GQ0227;                    North         East     Units Scale Factor Converg.
 GQ0227;SPC AZ W     -   567,870.803   191,151.393   MT  0.99993941   -0 08 43.5
 GQ0227;SPC AZ W     - 1,863,093.19    627,137.12   iFT  0.99993941   -0 08 43.5
 GQ0227;UTM  12      - 4,001,415.252   230,285.978   MT  1.00049644   -1 46 03.2
 GQ0227;UTM  11      - 4,001,433.583   770,307.363   MT  1.00050039   +1 46 17.2
 GQ0227
 GQ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0227!SPC AZ W     -   0.99994433  x   0.99993941  =   0.99988374
 GQ0227!UTM  12      -   0.99994433  x   1.00049644  =   1.00044074
 GQ0227!UTM  11      -   0.99994433  x   1.00050039  =   1.00044469
 GQ0227
 GQ0227:                Primary Azimuth Mark                     Grid Az
 GQ0227:SPC AZ W     -  A 115                                    119 06 29.9
 GQ0227:UTM  12      -  A 115                                    120 43 49.6
 GQ0227:UTM  11      -  A 115                                    117 11 29.2
 GQ0227
 GQ0227|---------------------------------------------------------------------|
 GQ0227| PID    Reference Object                     Distance      Geod. Az  |
 GQ0227|                                                           dddmmss.s |
 GQ0227| GQ0226 A 115                               APPROX. 0.6 KM 1185746.4 |
 GQ0227|---------------------------------------------------------------------|
 GQ0227
 GQ0227                          SUPERSEDED SURVEY CONTROL
 GQ0227
 GQ0227  NAD 83(1986)-  36 07 11.89100(N)    113 59 48.13597(W) AD(       ) 3
 GQ0227  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GQ0227
 GQ0227.Superseded values are not recommended for survey control.
 GQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0227.See file dsdata.txt to determine how the superseded data were derived.
 GQ0227
 GQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3028601415(NAD 83)
 GQ0227_MARKER: DS = TRIANGULATION STATION DISK
 GQ0227_SETTING: 80 = SET IN A BOULDER
 GQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0227+STABILITY: SURFACE MOTION
 GQ0227
 GQ0227  HISTORY     - Date     Condition        Report By
 GQ0227  HISTORY     - 1948     MONUMENTED       USGS
 GQ0227
 GQ0227                          STATION DESCRIPTION
 GQ0227
 GQ0227'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0227'LOCATED ABOUT 0.3 MI N. OF PIERCE FERRY LANDING.  ON NORTHEAST END
 GQ0227'OF FLAT RIDGE, ABOUT 60 FT. ABOVE HIGH WATER MARK.
 GQ0227'
 GQ0227'TO REACH NOT GIVEN.
 GQ0227'
 GQ0227'STATION MARK--STANDARD TABLET STAMPED---A116 1948---, CEMENTED IN
 GQ0227'TOP OF BOULDER IN PLACE.
 GQ0227'
 GQ0227'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0228 ***********************************************************************
 GQ0228  DESIGNATION -  A 117
 GQ0228  PID         -  GQ0228
 GQ0228  STATE/COUNTY-  AZ/MOHAVE
 GQ0228  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0228
 GQ0228                         *CURRENT SURVEY CONTROL
 GQ0228  ___________________________________________________________________
 GQ0228* NAD 83(1992)-  36 07 37.69345(N)    113 56 35.45490(W)     ADJUSTED  
 GQ0228* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 GQ0228  ___________________________________________________________________
 GQ0228  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 GQ0228  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GQ0228
 GQ0228  HORZ ORDER  -  THIRD
 GQ0228
 GQ0228.The horizontal coordinates were established by classical geodetic methods
 GQ0228.and adjusted by the National Geodetic Survey in August 1993..
 GQ0228
 GQ0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0228
 GQ0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0228
 GQ0228.The geoid height was determined by GEOID03.
 GQ0228
 GQ0228;                    North         East     Units Scale Factor Converg.
 GQ0228;SPC AZ W     -   568,654.871   195,971.156   MT  0.99993706   -0 06 50.0
 GQ0228;SPC AZ W     - 1,865,665.59    642,949.99   iFT  0.99993706   -0 06 50.0
 GQ0228;UTM  12      - 4,002,062.911   235,128.631   MT  1.00046453   -1 44 10.5
 GQ0228;UTM  11      - 4,002,378.993   775,100.970   MT  1.00053261   +1 48 12.1
 GQ0228
 GQ0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0228!SPC AZ W     -   0.99992860  x   0.99993706  =   0.99986566
 GQ0228!UTM  12      -   0.99992860  x   1.00046453  =   1.00039309
 GQ0228!UTM  11      -   0.99992860  x   1.00053261  =   1.00046117
 GQ0228
 GQ0228:                Primary Azimuth Mark                     Grid Az
 GQ0228:SPC AZ W     -  A 112                                    268 22 50.4
 GQ0228:UTM  12      -  A 112                                    270 00 10.9
 GQ0228:UTM  11      -  A 112                                    266 27 48.3
 GQ0228
 GQ0228|---------------------------------------------------------------------|
 GQ0228| PID    Reference Object                     Distance      Geod. Az  |
 GQ0228|                                                           dddmmss.s |
 GQ0228| GQ0223 A 112                               APPROX. 1.6 KM 2681600.4 |
 GQ0228|---------------------------------------------------------------------|
 GQ0228
 GQ0228                          SUPERSEDED SURVEY CONTROL
 GQ0228
 GQ0228  NAD 83(1986)-  36 07 37.68452(N)    113 56 35.45281(W) AD(       ) 3
 GQ0228  NGVD 29 (06/27/88)  481.0    (m)         1578.     (f) VERT ANG       
 GQ0228
 GQ0228.Superseded values are not recommended for survey control.
 GQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0228.See file dsdata.txt to determine how the superseded data were derived.
 GQ0228
 GQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3512902063(NAD 83)
 GQ0228_MARKER: DS = TRIANGULATION STATION DISK
 GQ0228_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0228_SP_SET: SET IN BEDROCK
 GQ0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0228+STABILITY: POSITION/ELEVATION WELL
 GQ0228
 GQ0228  HISTORY     - Date     Condition        Report By
 GQ0228  HISTORY     - 1948     MONUMENTED       USGS
 GQ0228
 GQ0228                          STATION DESCRIPTION
 GQ0228
 GQ0228'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0228'LOCATED ABOUT 3.3 MI E. OF PIERCE FERRY LANDING.  ON SOUTH SIDE OF
 GQ0228'LAKE, AT BEGINNING OF LOWER GRANITE GORGE, ON SMALL SHELF, ON
 GQ0228'STEEP SIDEHILL, ABOUT 150 FT. BELOW SHARP, PROMINENT PEAK, ABOUT
 GQ0228'400 FT. ABOVE HIGH WATER MARK.
 GQ0228'
 GQ0228'TO REACH NOT GIVEN.
 GQ0228'
 GQ0228'STATION MARK--STANDARD TABLET STAMPED---A117 1948---, CEMENTED IN
 GQ0228'BEDROCK.
 GQ0228'
 GQ0228'RMS--NONE SET.
 GQ0228'
 GQ0228'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GQ0228'C266, 3.93 FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0556 ***********************************************************************
 CG0556  DESIGNATION -  A 117 RESET
 CG0556  PID         -  CG0556
 CG0556  STATE/COUNTY-  AZ/PIMA
 CG0556  USGS QUAD   -  AMADO (1981)
 CG0556
 CG0556                         *CURRENT SURVEY CONTROL
 CG0556  ___________________________________________________________________
 CG0556* NAD 83(1986)-  31 43 40.     (N)    111 03 43.     (W)     SCALED    
 CG0556* NAVD 88     -       936.366  (meters)    3072.06   (feet)  ADJUSTED  
 CG0556  ___________________________________________________________________
 CG0556  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0556  DYNAMIC HT  -         934.985 (meters)    3067.53  (feet)  COMP
 CG0556  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CG0556
 CG0556  VERT ORDER  -  FIRST     CLASS II
 CG0556
 CG0556.The horizontal coordinates were scaled from a topographic map and have
 CG0556.an estimated accuracy of +/- 6 seconds.
 CG0556
 CG0556.The orthometric height was determined by differential leveling
 CG0556.and adjusted by the National Geodetic Survey in June 1991..
 CG0556
 CG0556.The geoid height was determined by GEOID03.
 CG0556
 CG0556.The dynamic height is computed by dividing the NAVD 88
 CG0556.geopotential number by the normal gravity value computed on the
 CG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0556.degrees latitude (g = 980.6199 gals.).
 CG0556
 CG0556.The modeled gravity was interpolated from observed gravity values.
 CG0556
 CG0556;                    North         East    Units  Estimated Accuracy
 CG0556;SPC AZ C     -    81,000.      294,360.      MT  (+/- 180 meters Scaled)
 CG0556
 CG0556                          SUPERSEDED SURVEY CONTROL
 CG0556
 CG0556.No superseded survey control is available for this station.
 CG0556
 CG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941102(NAD 83)
 CG0556_MARKER: DB = BENCH MARK DISK
 CG0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0556_SP_SET: PEDESTAL
 CG0556_STAMPING: A 117 REST 1935
 CG0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0556
 CG0556  HISTORY     - Date     Condition        Report By
 CG0556  HISTORY     - 1935     MONUMENTED       CGS
 CG0556  HISTORY     - 1959     GOOD             NGS
 CG0556  HISTORY     - 1980     GOOD             NGS
 CG0556  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0556
 CG0556                          STATION DESCRIPTION
 CG0556
 CG0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0556'0.3 MI N FROM AMADO.
 CG0556'0.3 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, AT
 CG0556'ARIVACA JUNCTION, ABOUT 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0556'THE SERVICE STATION, IN THE TOP OF A CONCRETE PEDESTAL AGAINST A ROCK
 CG0556'MASONRY WALL, 162 FEET WEST OF THE CENTER OF THE HIGHWAY, 42 FEET
 CG0556'NORTH OF THE CENTER OF THE ROAD LEADING TO ARIVACA, 9 FEET NORTHEAST
 CG0556'OF THE CENTER OF A GATE IN THE WALL, 0.5 FOOT SOUTHEAST OF THE
 CG0556'SOUTHEAST FACE OF THE WALL, AND ABOUT 1 FOOT ABOVE THE GROUND.
 CG0556
 CG0556                          STATION RECOVERY (1980)
 CG0556
 CG0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0556'25.5 METERS (83.7 FEET) NORTH OF AND ACROSS ARIVACA ROAD FROM THE
 CG0556'NORTHEAST CORNER OF AMADO POST OFFICE, 5.33 METERS (17.5 FEET)
 CG0556'NORTHWEST OF THE SOUTHWEST CORNER OF THE AMADO MINI MARKET AND
 CG0556'SHELL SERVICE STATION, 14.65 METERS (48.1 FEET) NORTH OF THE
 CG0556'CENTERLINE OF ARIVACA ROAD, 2.83 METERS (9.3 FEET) NORTHEAST OF
 CG0556'A GAP IN A MASONRY WALL, SET IN THE TOP OF A CONCRETE PEDESTAL
 CG0556'AGAINST A ROCK MASONRY WALL.
 CG0556'THE MARK IS 0.3 M ABOVE THE ARIVACA ROAD..
 CG0556
 CG0556                          STATION RECOVERY (1995)
 CG0556
 CG0556'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0614 ***********************************************************************
 CG0614  DESIGNATION -  A 118
 CG0614  PID         -  CG0614
 CG0614  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0614  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0614
 CG0614                         *CURRENT SURVEY CONTROL
 CG0614  ___________________________________________________________________
 CG0614* NAD 83(1986)-  31 23 19.     (N)    111 04 17.     (W)     SCALED    
 CG0614* NAVD 88     -      1242.04   (+/-2cm)    4074.9    (feet)  VERTCON   
 CG0614  ___________________________________________________________________
 CG0614  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG0614
 CG0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0614
 CG0614.The horizontal coordinates were scaled from a topographic map and have
 CG0614.an estimated accuracy of +/- 6 seconds.
 CG0614
 CG0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0614.The vertical order pertains to the NGVD 29 superseded value.
 CG0614
 CG0614.The geoid height was determined by GEOID03.
 CG0614
 CG0614;                    North         East    Units  Estimated Accuracy
 CG0614;SPC AZ C     -    43,390.      293,750.      MT  (+/- 180 meters Scaled)
 CG0614
 CG0614                          SUPERSEDED SURVEY CONTROL
 CG0614
 CG0614  NGVD 29 (??/??/92) 1241.134  (m)         4071.95   (f) ADJ UNCH    2 0
 CG0614
 CG0614.Superseded values are not recommended for survey control.
 CG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0614.See file dsdata.txt to determine how the superseded data were derived.
 CG0614
 CG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV932726(NAD 83)
 CG0614_MARKER: DB = BENCH MARK DISK
 CG0614_SETTING: 0 = UNSPECIFIED SETTING
 CG0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0614
 CG0614  HISTORY     - Date     Condition        Report By
 CG0614  HISTORY     - UNK      MONUMENTED       CGS
 CG0614  HISTORY     - 1958     GOOD             DOD
 CG0614  HISTORY     - 1976     GOOD             USGS
 CG0614
 CG0614                          STATION DESCRIPTION
 CG0614
 CG0614'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 CG0614'7.3 MI N FROM NOGALES.
 CG0614'115 FEET SOUTH SOUTHEAST OF A DARK BUSH, 160 FEET NORTHWEST OF THE
 CG0614'CENTERLINE OF DRAIN AND LARGE DARK TREE, 344 FEET NORTHWEST OF
 CG0614'CENTERLINE OF SHARP CURVE IN THE ROAD, AND 38 FEET EAST OF THE
 CG0614'CENTERLINE OF THE ROAD.
 CG0614
 CG0614                          STATION RECOVERY (1976)
 CG0614
 CG0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0614'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 8.9 MI W.
 CG0614'ALONG STATE HWY. 289 TO TOP OF SADDLE. 28 FT NE. OF CENTERLINE OF
 CG0614'HWY. AT EAST EDGE OF CUT BANK. NGS DISK STAMPED A 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0948 ***********************************************************************
 FS0948  DESIGNATION -  A 119 RESET
 FS0948  PID         -  FS0948
 FS0948  STATE/COUNTY-  AZ/MOHAVE
 FS0948  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0948
 FS0948                         *CURRENT SURVEY CONTROL
 FS0948  ___________________________________________________________________
 FS0948* NAD 83(1986)-  35 47 58.     (N)    114 32 05.     (W)     SCALED    
 FS0948* NAVD 88     -       712.169  (meters)    2336.51   (feet)  ADJUSTED  
 FS0948  ___________________________________________________________________
 FS0948  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0948  DYNAMIC HT  -         711.428 (meters)    2334.08  (feet)  COMP
 FS0948  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 FS0948
 FS0948  VERT ORDER  -  FIRST     CLASS II
 FS0948
 FS0948.The horizontal coordinates were scaled from a topographic map and have
 FS0948.an estimated accuracy of +/- 6 seconds.
 FS0948
 FS0948.The orthometric height was determined by differential leveling
 FS0948.and adjusted by the National Geodetic Survey in June 1991..
 FS0948
 FS0948.The geoid height was determined by GEOID03.
 FS0948
 FS0948.The dynamic height is computed by dividing the NAVD 88
 FS0948.geopotential number by the normal gravity value computed on the
 FS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0948.degrees latitude (g = 980.6199 gals.).
 FS0948
 FS0948.The modeled gravity was interpolated from observed gravity values.
 FS0948
 FS0948;                    North         East    Units  Estimated Accuracy
 FS0948;SPC AZ W     -   532,560.      142,430.      MT  (+/- 180 meters Scaled)
 FS0948
 FS0948                          SUPERSEDED SURVEY CONTROL
 FS0948
 FS0948.No superseded survey control is available for this station.
 FS0948
 FS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV227645(NAD 83)
 FS0948_MARKER: DB = BENCH MARK DISK
 FS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0948_SP_SET: CONCRETE POST
 FS0948_STAMPING: A 119 RESET 1981
 FS0948_MARK LOGO: NGS   
 FS0948_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0948+STABILITY: SURFACE MOTION
 FS0948
 FS0948  HISTORY     - Date     Condition        Report By
 FS0948  HISTORY     - 1981     MONUMENTED       AZDT
 FS0948  HISTORY     - 1982     GOOD             NGS
 FS0948
 FS0948                          STATION DESCRIPTION
 FS0948
 FS0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0948'32.8 KM (20.4 MI) SE FROM HOOVER DAM.
 FS0948'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0948'OF HOOVER DAM, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 21, 29.4 METERS
 FS0948'(96.5 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.8 METER
 FS0948'(2.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0948'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 FS0948'THE MARK IS 2.4 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0651 ***********************************************************************
 ET0651  DESIGNATION -  A 12
 ET0651  PID         -  ET0651
 ET0651  STATE/COUNTY-  AZ/LA PAZ
 ET0651  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0651
 ET0651                         *CURRENT SURVEY CONTROL
 ET0651  ___________________________________________________________________
 ET0651* NAD 83(1992)-  34 14 25.40712(N)    113 28 21.39223(W)     ADJUSTED  
 ET0651* NAVD 88     -       452.36   (+/-2cm)    1484.1    (feet)  VERTCON   
 ET0651  ___________________________________________________________________
 ET0651  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ET0651  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET0651
 ET0651  HORZ ORDER  -  SECOND
 ET0651  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0651
 ET0651.The horizontal coordinates were established by classical geodetic methods
 ET0651.and adjusted by the National Geodetic Survey in August 1993..
 ET0651
 ET0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0651.The vertical order pertains to the NGVD 29 superseded value.
 ET0651
 ET0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0651
 ET0651.The geoid height was determined by GEOID03.
 ET0651
 ET0651;                    North         East     Units Scale Factor Converg.
 ET0651;SPC AZ W     -   359,363.217   238,912.632   MT  0.99994138   +0 09 21.9
 ET0651;SPC AZ W     - 1,179,013.18    783,834.09   iFT  0.99994138   +0 09 21.9
 ET0651;SPC AZ C     -   360,411.643    70,028.609   MT  1.00015316   -0 52 32.3
 ET0651;SPC AZ C     - 1,182,452.90    229,752.65   iFT  1.00015316   -0 52 32.3
 ET0651;UTM  12      - 3,791,576.344   272,279.015   MT  1.00023927   -1 23 30.7
 ET0651
 ET0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0651!SPC AZ W     -   0.99993371  x   0.99994138  =   0.99987509
 ET0651!SPC AZ C     -   0.99993371  x   1.00015316  =   1.00008686
 ET0651!UTM  12      -   0.99993371  x   1.00023927  =   1.00017296
 ET0651
 ET0651                          SUPERSEDED SURVEY CONTROL
 ET0651
 ET0651  NAD 83(1986)-  34 14 25.40490(N)    113 28 21.39874(W) AD(       ) 2
 ET0651  NAD 27      -  34 14 25.32900(N)    113 28 18.66600(W) AD(       ) 2
 ET0651  NGVD 29 (??/??/92)  451.696  (m)         1481.94   (f) ADJ UNCH    1 2
 ET0651
 ET0651.Superseded values are not recommended for survey control.
 ET0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0651.See file dsdata.txt to determine how the superseded data were derived.
 ET0651
 ET0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7227991576(NAD 83)
 ET0651_MARKER: DB = BENCH MARK DISK
 ET0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0651_STAMPING: 1481.939 A 12 1927
 ET0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0651+STABILITY: SURFACE MOTION
 ET0651
 ET0651  HISTORY     - Date     Condition        Report By
 ET0651  HISTORY     - 1948     MONUMENTED       CGS
 ET0651  HISTORY     - 1948     GOOD             NGS
 ET0651  HISTORY     - 20010730 GOOD             NGS
 ET0651
 ET0651                          STATION DESCRIPTION
 ET0651
 ET0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0651'STATION MARK
 ET0651'PROJECTS 3 INCHES, IS THE SAME ELEVATION AS STATION MARK CABAL
 ET0651'AND IS SET 80 FEET SOUTHEAST OF THE JUNCTION OF THE TWO ROADS.
 ET0651'IT IS STAMPED, 1481.939 A 12 1927.
 ET0651'
 ET0651'TO REACH STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET0651'ALAMO CROSSING 11.2 MILES TO A FORK.  TURN RIGHT, GO 6.8 MILES
 ET0651'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 14.2 MILES TO A
 ET0651'JUNCTION AND STATION.  A DRIVE STATION.
 ET0651
 ET0651                          STATION RECOVERY (1948)
 ET0651
 ET0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 ET0651'33.2 MI N FROM WENDEN.
 ET0651'33.2 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0651'WENDEN, YUMA COUNTY, 6.4 MILES SOUTHEAST OF ALAMO CROSSING, AT THE
 ET0651'JUNCTION OF THE ROAD LEADING TO CONGRESS JUNCTION, 22 YARDS SOUTHEAST
 ET0651'OF THE CENTER OF THE JUNCTION, 25 FEET EAST OF THE CENTERLINE OF THE
 ET0651'WENDEN ROAD, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 ET0651'LEADING TO CONGRESS JUNCTION.  A STANDARD DISK, STAMPED 1481.939 A 12
 ET0651'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ET0651'GROUND.
 ET0651
 ET0651                          STATION RECOVERY (2001)
 ET0651
 ET0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0651'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1480 ***********************************************************************
 GR1480  DESIGNATION -  A 12
 GR1480  PID         -  GR1480
 GR1480  STATE/COUNTY-  AZ/MOHAVE
 GR1480  USGS QUAD   -  BOULDER CANYON (1983)
 GR1480
 GR1480                         *CURRENT SURVEY CONTROL
 GR1480  ___________________________________________________________________
 GR1480* NAD 83(1992)-  36 07 44.53340(N)    114 36 50.31772(W)     ADJUSTED  
 GR1480* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1480  ___________________________________________________________________
 GR1480  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GR1480  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1480
 GR1480  HORZ ORDER  -  THIRD
 GR1480
 GR1480.The horizontal coordinates were established by classical geodetic methods
 GR1480.and adjusted by the National Geodetic Survey in August 1993..
 GR1480
 GR1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1480
 GR1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1480
 GR1480.The geoid height was determined by GEOID03.
 GR1480
 GR1480;                    North         East     Units Scale Factor Converg.
 GR1480;SPC AZ W     -   569,194.124   135,592.015   MT  1.00000783   -0 30 34.0
 GR1480;SPC AZ W     - 1,867,434.79    444,855.69   iFT  1.00000783   -0 30 34.0
 GR1480;SPC NV E     - 8,153,422.214   287,250.679   MT  0.99999377   +0 34 17.7
 GR1480;SPC NV E     -26,750,019.38    942,421.60   sFT  0.99999377   +0 34 17.7
 GR1480;UTM  11      - 4,000,897.590   714,714.771   MT  1.00016808   +1 24 26.5
 GR1480
 GR1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1480!SPC AZ W     -   0.99994448  x   1.00000783  =   0.99995231
 GR1480!SPC NV E     -   0.99994448  x   0.99999377  =   0.99993825
 GR1480!UTM  11      -   0.99994448  x   1.00016808  =   1.00011255
 GR1480
 GR1480:                Primary Azimuth Mark                     Grid Az
 GR1480:SPC AZ W     -  A 13                                     091 43 58.5
 GR1480:SPC NV E     -  A 13                                     090 39 06.8
 GR1480:UTM  11      -  A 13                                     089 48 58.0
 GR1480
 GR1480|---------------------------------------------------------------------|
 GR1480| PID    Reference Object                     Distance      Geod. Az  |
 GR1480|                                                           dddmmss.s |
 GR1480| GR1481 A 13                                478.154 METERS 0911324.5 |
 GR1480| GR1479 A 11                                447.717 METERS 2503115.0 |
 GR1480| GR1661 N 17                                APPROX. 0.6 KM 3440920.0 |
 GR1480|---------------------------------------------------------------------|
 GR1480
 GR1480                          SUPERSEDED SURVEY CONTROL
 GR1480
 GR1480  NAD 83(1986)-  36 07 44.51989(N)    114 36 50.30856(W) AD(       ) 3
 GR1480  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GR1480
 GR1480.Superseded values are not recommended for survey control.
 GR1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1480.See file dsdata.txt to determine how the superseded data were derived.
 GR1480
 GR1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1471500898(NAD 83)
 GR1480_MARKER: DS = TRIANGULATION STATION DISK
 GR1480_SETTING: 66 = SET IN ROCK OUTCROP
 GR1480_SP_SET: SET IN BEDROCK
 GR1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1480+STABILITY: POSITION/ELEVATION WELL
 GR1480
 GR1480  HISTORY     - Date     Condition        Report By
 GR1480  HISTORY     - 1948     MONUMENTED       USGS
 GR1480
 GR1480                          STATION DESCRIPTION
 GR1480
 GR1480'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1480'LOCATED ABOUT 3 MI E. OF BEACON ISLAND, ABOUT 0.4 MI SW. OF
 GR1480'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SMALL BENCH ON ROCKY
 GR1480'SIDEHILL, ABOUT 300 FT. W. OF NORTHEAST END OF PROMINENT RIDGE,
 GR1480'ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1480'
 GR1480'TO REACH NOT GIVEN.
 GR1480'
 GR1480'STATION MARK--STANDARD TABLET STAMPED---A12 1948---, CEMENTED IN
 GR1480'BEDROCK.
 GR1480'
 GR1480'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0385 ***********************************************************************
 FS0385  DESIGNATION -  A 120
 FS0385  PID         -  FS0385
 FS0385  STATE/COUNTY-  AZ/MOHAVE
 FS0385  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0385
 FS0385                         *CURRENT SURVEY CONTROL
 FS0385  ___________________________________________________________________
 FS0385* NAD 83(1986)-  35 58 02.     (N)    114 29 47.     (W)     SCALED    
 FS0385* NAVD 88     -       492.013  (meters)    1614.21   (feet)  POSTED    
 FS0385  ___________________________________________________________________
 FS0385  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0385  DYNAMIC HT  -         491.520 (meters)    1612.60  (feet)  COMP
 FS0385  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 FS0385
 FS0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0385
 FS0385.The horizontal coordinates were scaled from a topographic map and have
 FS0385.an estimated accuracy of +/- 6 seconds.
 FS0385
 FS0385.The orthometric height was determined by differential leveling
 FS0385.and adjusted by the National Geodetic Survey in 1992..
 FS0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0385.rate of 0.0 thru 1.0 mm/km.
 FS0385
 FS0385.The geoid height was determined by GEOID03.
 FS0385
 FS0385.The dynamic height is computed by dividing the NAVD 88
 FS0385.geopotential number by the normal gravity value computed on the
 FS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0385.degrees latitude (g = 980.6199 gals.).
 FS0385
 FS0385.The modeled gravity was interpolated from observed gravity values.
 FS0385
 FS0385;                    North         East    Units  Estimated Accuracy
 FS0385;SPC AZ W     -   551,150.      146,040.      MT  (+/- 180 meters Scaled)
 FS0385
 FS0385                          SUPERSEDED SURVEY CONTROL
 FS0385
 FS0385  NGVD 29 (??/??/92)  491.293  (m)         1611.85   (f) ADJ UNCH    1 1
 FS0385
 FS0385.Superseded values are not recommended for survey control.
 FS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0385.See file dsdata.txt to determine how the superseded data were derived.
 FS0385
 FS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV257832(NAD 83)
 FS0385_MARKER: DB = BENCH MARK DISK
 FS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0385_STAMPING: A 120 1935
 FS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0385+STABILITY: SURFACE MOTION
 FS0385
 FS0385  HISTORY     - Date     Condition        Report By
 FS0385  HISTORY     - 1935     MONUMENTED       CGS
 FS0385  HISTORY     - 1950     GOOD             NGS
 FS0385  HISTORY     - 1963     GOOD             NGS
 FS0385
 FS0385                          STATION DESCRIPTION
 FS0385
 FS0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0385'7.5 MI S FROM MOUTH OF DETRITAL WASH.
 FS0385'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0385'MEAD, THENCE 0.6 MILE SOUTHWEST ALONG AN OLD ABANDONED ROAD,
 FS0385'0.3 MILE NORTHEAST OF A GRADED ROAD LEADING SOUTH TO U.S. HIGHWAY
 FS0385'93, AT THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHWEST, ON
 FS0385'A GRAVEL BAR BETWEEN TWO SMALL DRY WASHES, 102 FEET NORTH OF
 FS0385'THE CENTER OF THE JUNCTION, 27 1/2 FEET WEST OF THE CENTER
 FS0385'LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2
 FS0385'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0385'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0385
 FS0385                          STATION RECOVERY (1963)
 FS0385
 FS0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0640 ***********************************************************************
 CG0640  DESIGNATION -  A 121
 CG0640  PID         -  CG0640
 CG0640  STATE/COUNTY-  AZ/PIMA
 CG0640  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0640
 CG0640                         *CURRENT SURVEY CONTROL
 CG0640  ___________________________________________________________________
 CG0640* NAD 83(1992)-  31 59 28.62460(N)    111 42 05.17367(W)     ADJUSTED  
 CG0640* NAVD 88     -       896.42   (+/-2cm)    2941.0    (feet)  VERTCON   
 CG0640  ___________________________________________________________________
 CG0640  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 CG0640  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0640
 CG0640  HORZ ORDER  -  THIRD
 CG0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0640
 CG0640.The horizontal coordinates were established by classical geodetic methods
 CG0640.and adjusted by the National Geodetic Survey in August 1993..
 CG0640
 CG0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0640.The vertical order pertains to the NGVD 29 superseded value.
 CG0640
 CG0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0640
 CG0640.The geoid height was determined by GEOID03.
 CG0640
 CG0640;                    North         East     Units Scale Factor Converg.
 CG0640;SPC AZ C     -   109,920.936   233,697.626   MT  0.99990510   +0 06 50.5
 CG0640;SPC AZ C     -   360,632.99    766,724.49   iFT  0.99990510   +0 06 50.5
 CG0640;UTM  12      - 3,539,684.548   433,738.516   MT  0.99965415   -0 22 17.9
 CG0640
 CG0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0640!SPC AZ C     -   0.99986403  x   0.99990510  =   0.99976914
 CG0640!UTM  12      -   0.99986403  x   0.99965415  =   0.99951823
 CG0640
 CG0640|---------------------------------------------------------------------|
 CG0640| PID    Reference Object                     Distance      Geod. Az  |
 CG0640|                                                           dddmmss.s |
 CG0640| CG0641 A 121 RM 1                           16.649 METERS 11033     |
 CG0640| CH4394 A 121 RM 2                           13.693 METERS 20002     |
 CG0640| CG0642 A 121 AZ MK                                        2391244.2 |
 CG0640|---------------------------------------------------------------------|
 CG0640
 CG0640                          SUPERSEDED SURVEY CONTROL
 CG0640
 CG0640  NAD 83(1986)-  31 59 28.61824(N)    111 42 05.17254(W) AD(       ) 3
 CG0640  NAD 27      -  31 59 28.34400(N)    111 42 02.74200(W) AD(       ) 3
 CG0640  NGVD 29 (??/??/92)  895.686  (m)         2938.60   (f) ADJ UNCH    2 0
 CG0640
 CG0640.Superseded values are not recommended for survey control.
 CG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0640.See file dsdata.txt to determine how the superseded data were derived.
 CG0640
 CG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3373939685(NAD 83)
 CG0640_MARKER: DB = BENCH MARK DISK
 CG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0640_STAMPING: A 121 1935
 CG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0640+STABILITY: SURFACE MOTION
 CG0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0640+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 CG0640
 CG0640  HISTORY     - Date     Condition        Report By
 CG0640  HISTORY     - 1936     MONUMENTED       CGS
 CG0640  HISTORY     - 1952     GOOD             CGS
 CG0640  HISTORY     - 1952     GOOD             NGS
 CG0640  HISTORY     - 20050427 GOOD             INDIV
 CG0640
 CG0640                          STATION DESCRIPTION
 CG0640
 CG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0640'ABOUT 12 MILES BY HIGHWAY NORTHEAST OF SELLS AND ABOUT 50 MILES
 CG0640'BY HIGHWAY SOUTHWEST OF TUCSON, AT THE INTERSECTION OF THE
 CG0640'AJO-TUCSON HIGHWAY WITH THE BABOQUIVARI FOOTHILL TRAIL AND THE
 CG0640'COMOBABI FOOTHILL TRAIL, IN THE SOUTH CORNER OF SAME, 16.6 METERS
 CG0640'SOUTHEAST OF THE CENTER LINE OF THE MAIN HIGHWAY, 10.5 METERS
 CG0640'WEST OF THE CENTER LINE OF THE BABOQUIVARI ROAD, 19 METERS SOUTH
 CG0640'OF A SIGN BABOQUIVARI FOOTHILL TRAIL, AND 15.4 METERS WEST OF
 CG0640'TELEPHONE POLE NO. 308.  THE STATION IS MARKED BY A STANDARD
 CG0640'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED A 121
 CG0640'1935, PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.
 CG0640'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG0640'IS 6.1 METERS EAST OF CENTER LINE OF BABOQUIVARI ROAD,
 CG0640'1.9 METERS SOUTHEAST OF TELEPHONE POLE NO. 308, 30.0
 CG0640'METERS SOUTHEAST OF CENTER LINE OF AJO-TUCSON HIGHWAY, 23.6
 CG0640'METERS SOUTHEAST OF THE SIGN MENTIONED ABOVE AND 16.649 METERS
 CG0640'(54.62 FEET) FROM STATION S 69 DEG 27 MIN E. REFERENCE
 CG0640'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG0640'9.9 METERS WEST OF THE CENTER LINE OF BABOQUIVARI ROAD, 21.4
 CG0640'METERS SOUTHWEST OF TELEPHONE POLE NO. 308, 24.6 METERS
 CG0640'SOUTHEAST OF AJO-TUCSON HIGHWAY AND 13.693 METERS (44.92 FEET)
 CG0640'FROM STATION S 20 DEG 02 MIN W. THE AZIMUTH MARK, A
 CG0640'STANDARD BRONZE DISK, IS WEST OF THE HIGHWAY
 CG0640'INTERSECTION MENTIONED ABOVE, 10 PACES NORTHWEST OF CENTER
 CG0640'LINE OF AJO-TUCSON HIGHWAY, 52 PACES NORTHWEST OF TELEPHONE POLE
 CG0640'NO. 300, AND 0.35 MILE FROM STATION S 59 DEG 13 MIN W.
 CG0640
 CG0640                          STATION RECOVERY (1952)
 CG0640
 CG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0640'TO REACH STATION, FOLLOW A GRAVEL ROAD 1.5 MILES E FROM THE POST
 CG0640'OFFICE AT SELLS, THENCE 11.6 MILES NE ALONG STATE HIGHWAY 86,
 CG0640'AND THENCE 0.25 MILE SE ALONG THE BABOQUIVARI FOOT HILLS ROAD.
 CG0640'THE MARK IS ON THE OLD HIGHWAY 86, 253 FEET NE OF THE CENTER LINE
 CG0640'OF THE BABOQUIVARI FOOT HILLS ROAD, 52-1/2 FEET SE OF THE CENTER
 CG0640'LINE OF THE OLD HIGHWAY, 50.3 FEET W OF TELEPHONE POLE 308,
 CG0640'2.5 FEET N OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 CG0640'THE ROAD.
 CG0640'
 CG0640'STATION MARK IS A STANDARD STATION DISK, STAMPED A 121 1935,
 CG0640'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CG0640'GROUND.
 CG0640'
 CG0640'R.M. 1 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0640'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, SAME TO REACH
 CG0640'AS THE STATION, 96 FEET SE OF THE CENTER LINE OF THE OLD HIGHWAY
 CG0640'86, 54.6 FEET E OF STATION, 6.1 FEET SE OF TELEPHONE POLE 308,
 CG0640'AND ABOUT LEVEL WITH THE ROAD.
 CG0640'
 CG0640'R.M. 2 WAS FOUND DESTROYED.  DISK WAS FOUND.
 CG0640'
 CG0640'TO REACH THE AZIMUTH MARK, FOLLOW A GRAVEL ROAD 1.5 MILES E
 CG0640'FROM THE POST OFFICE AT SELLS, THENCE 11.6 MILES NE ALONG STATE
 CG0640'HIGHWAY 86, THENCE 0.25 MILE S ALONG THE BABOQUIVARI FOOT HILLS
 CG0640'ROAD, THENCE 0.3 MILE W ALONG OLD HIGHWAY 86.  IT IS A STANDARD
 CG0640'AZIMUTH-MARK DISK, STAMPED B.M. A 121 1936, SET IN THE TOP OF A
 CG0640'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  IT IS 0.35
 CG0640'MILE SW OF THE STATION, 28 FEET NW OF THE CENTER LINE OF THE
 CG0640'OLD HIGHWAY 86, 2 FEET S OF A WITNESS POST, AND ABOUT 1 FOOT
 CG0640'HIGHER THAN THE ROAD.
 CG0640
 CG0640                          STATION RECOVERY (1952)
 CG0640
 CG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0640'13.35 MI NE FROM SELLS.
 CG0640'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0640'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0640'SOUTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD, THIS MARK IS ON THE OLD
 CG0640'HIGHWAY 86, 253 FEET NORTHEAST OF THE CENTER LINE OF THE BABOQUIVARI
 CG0640'FOOT HILLS ROAD, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 CG0640'HIGHWAY, 54.6 FEET WEST OF R.M. NO. 1, 50.3 FEET WEST OF TELEPHONE
 CG0640'POLE NO. 308, 2.5 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT
 CG0640'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0640'0.8 FOOT ABOVE THE GROUND.
 CG0640
 CG0640                          STATION RECOVERY (2005)
 CG0640
 CG0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CG0640'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0642 ***********************************************************************
 CG0642  DESIGNATION -  A 121 AZ MK
 CG0642  PID         -  CG0642
 CG0642  STATE/COUNTY-  AZ/PIMA
 CG0642  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0642
 CG0642                         *CURRENT SURVEY CONTROL
 CG0642  ___________________________________________________________________
 CG0642* NAD 83(1986)-  31 59 20.     (N)    111 42 21.     (W)     SCALED    
 CG0642* NAVD 88     -       887.95   (+/-2cm)    2913.2    (feet)  VERTCON   
 CG0642  ___________________________________________________________________
 CG0642  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG0642
 CG0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0642
 CG0642.The horizontal coordinates were scaled from a topographic map and have
 CG0642.an estimated accuracy of +/- 6 seconds.
 CG0642
 CG0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0642.The vertical order pertains to the NGVD 29 superseded value.
 CG0642
 CG0642.The geoid height was determined by GEOID03.
 CG0642
 CG0642;                    North         East    Units  Estimated Accuracy
 CG0642;SPC AZ C     -   109,650.      233,280.      MT  (+/- 180 meters Scaled)
 CG0642
 CG0642                          SUPERSEDED SURVEY CONTROL
 CG0642
 CG0642  NGVD 29 (??/??/92)  887.217  (m)         2910.81   (f) ADJ UNCH    2 0
 CG0642
 CG0642.Superseded values are not recommended for survey control.
 CG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0642.See file dsdata.txt to determine how the superseded data were derived.
 CG0642
 CG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA333394(NAD 83)
 CG0642_MARKER: DZ = AZIMUTH MARK DISK
 CG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0642_STAMPING: B.M. A 121 1936
 CG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0642+STABILITY: SURFACE MOTION
 CG0642
 CG0642  HISTORY     - Date     Condition        Report By
 CG0642  HISTORY     - 1936     MONUMENTED       CGS
 CG0642  HISTORY     - 1952     GOOD             NGS
 CG0642
 CG0642                          STATION DESCRIPTION
 CG0642
 CG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0642'13.65 MI NE FROM SELLS.
 CG0642'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0642'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY  86, THENCE 0.25 MILES
 CG0642'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, THENCE 0.3 MILE WEST
 CG0642'ALONG OLD HIGHWAY 86, 0.35 MILE SOUTHWEST OF A 121, 28 FEET NORTHWEST
 CG0642'OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET SOUTH OF A WITNESS POST,
 CG0642'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0642'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0641 ***********************************************************************
 CG0641  DESIGNATION -  A 121 RM 1
 CG0641  PID         -  CG0641
 CG0641  STATE/COUNTY-  AZ/PIMA
 CG0641  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0641
 CG0641                         *CURRENT SURVEY CONTROL
 CG0641  ___________________________________________________________________
 CG0641* NAD 83(1986)-  31 59 29.     (N)    111 42 03.     (W)     SCALED    
 CG0641* NAVD 88     -       896.38   (+/-2cm)    2940.9    (feet)  VERTCON   
 CG0641  ___________________________________________________________________
 CG0641  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0641
 CG0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0641
 CG0641.The horizontal coordinates were scaled from a topographic map and have
 CG0641.an estimated accuracy of +/- 6 seconds.
 CG0641
 CG0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0641.The vertical order pertains to the NGVD 29 superseded value.
 CG0641
 CG0641.The geoid height was determined by GEOID03.
 CG0641
 CG0641;                    North         East    Units  Estimated Accuracy
 CG0641;SPC AZ C     -   109,930.      233,760.      MT  (+/- 180 meters Scaled)
 CG0641
 CG0641                          SUPERSEDED SURVEY CONTROL
 CG0641
 CG0641  NGVD 29 (??/??/92)  895.650  (m)         2938.48   (f) ADJ UNCH    2 0
 CG0641
 CG0641.Superseded values are not recommended for survey control.
 CG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0641.See file dsdata.txt to determine how the superseded data were derived.
 CG0641
 CG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA337396(NAD 83)
 CG0641_MARKER: DR = REFERENCE MARK DISK
 CG0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0641_STAMPING: B.M. A 121 NO. 1 1936
 CG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0641+STABILITY: SURFACE MOTION
 CG0641
 CG0641  HISTORY     - Date     Condition        Report By
 CG0641  HISTORY     - 1936     MONUMENTED       CGS
 CG0641  HISTORY     - 1952     GOOD             NGS
 CG0641
 CG0641                          STATION DESCRIPTION
 CG0641
 CG0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0641'13.35 MI NE FROM SELLS.
 CG0641'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0641'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0641'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 96 FEET SOUTHEAST OF THE
 CG0641'CENTER LINE OF THE OLD HIGHWAY 86, 54.6 FEET EAST OF THE B.M. A 121,
 CG0641'6.1 FEET SOUTHEAST OF TELEPHONE POLE 308, ABOUT LEVEL WITH THE ROAD,
 CG0641'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0641'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0656 ***********************************************************************
 CG0656  DESIGNATION -  A 122
 CG0656  PID         -  CG0656
 CG0656  STATE/COUNTY-  AZ/PIMA
 CG0656  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0656
 CG0656                         *CURRENT SURVEY CONTROL
 CG0656  ___________________________________________________________________
 CG0656* NAD 83(1986)-  31 53 06.     (N)    111 38 48.     (W)     SCALED    
 CG0656* NAVD 88     -      1159.25   (+/-2cm)    3803.3    (feet)  VERTCON   
 CG0656  ___________________________________________________________________
 CG0656  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0656
 CG0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0656
 CG0656.The horizontal coordinates were scaled from a topographic map and have
 CG0656.an estimated accuracy of +/- 6 seconds.
 CG0656
 CG0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0656.The vertical order pertains to the NGVD 29 superseded value.
 CG0656
 CG0656.The geoid height was determined by GEOID03.
 CG0656
 CG0656;                    North         East    Units  Estimated Accuracy
 CG0656;SPC AZ C     -    98,150.      238,900.      MT  (+/- 180 meters Scaled)
 CG0656
 CG0656                          SUPERSEDED SURVEY CONTROL
 CG0656
 CG0656  NGVD 29 (??/??/92) 1158.469  (m)         3800.74   (f) ADJ UNCH    2 0
 CG0656
 CG0656.Superseded values are not recommended for survey control.
 CG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0656.See file dsdata.txt to determine how the superseded data were derived.
 CG0656
 CG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA388278(NAD 83)
 CG0656_MARKER: DB = BENCH MARK DISK
 CG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0656_STAMPING: A 122 1935
 CG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0656+STABILITY: SURFACE MOTION
 CG0656
 CG0656  HISTORY     - Date     Condition        Report By
 CG0656  HISTORY     - 1935     MONUMENTED       CGS
 CG0656  HISTORY     - 1952     GOOD             NGS
 CG0656
 CG0656                          STATION DESCRIPTION
 CG0656
 CG0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0656'17.0 MI NE FROM TOPAWA.
 CG0656'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION,
 CG0656'AT TOPAWA, THENCE 8.1 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS
 CG0656'ROAD, 23.6 MILES EAST OF SELLS, 0.3 MILE SOUTHEAST OF THE SOUTHEAST
 CG0656'CORNER OF A FENCE LINE, 44 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CG0656'ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 CG0656'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0656'THE GROUND, AND A METAL TAG STAMPED 3801.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0692 ***********************************************************************
 CG0692  DESIGNATION -  A 123
 CG0692  PID         -  CG0692
 CG0692  STATE/COUNTY-  AZ/PIMA
 CG0692  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0692
 CG0692                         *CURRENT SURVEY CONTROL
 CG0692  ___________________________________________________________________
 CG0692* NAD 83(1986)-  31 37 32.     (N)    111 42 50.     (W)     SCALED    
 CG0692* NAVD 88     -       834.43   (+/-2cm)    2737.6    (feet)  VERTCON   
 CG0692  ___________________________________________________________________
 CG0692  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 CG0692
 CG0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0692
 CG0692.The horizontal coordinates were scaled from a topographic map and have
 CG0692.an estimated accuracy of +/- 6 seconds.
 CG0692
 CG0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0692.The vertical order pertains to the NGVD 29 superseded value.
 CG0692
 CG0692.The geoid height was determined by GEOID03.
 CG0692
 CG0692;                    North         East    Units  Estimated Accuracy
 CG0692;SPC AZ C     -    69,370.      232,600.      MT  (+/- 180 meters Scaled)
 CG0692
 CG0692                          SUPERSEDED SURVEY CONTROL
 CG0692
 CG0692  NGVD 29 (??/??/92)  833.673  (m)         2735.14   (f) ADJ UNCH    2 0
 CG0692
 CG0692.Superseded values are not recommended for survey control.
 CG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0692.See file dsdata.txt to determine how the superseded data were derived.
 CG0692
 CG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV322991(NAD 83)
 CG0692_MARKER: DB = BENCH MARK DISK
 CG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0692_STAMPING: A 123 1935
 CG0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0692+STABILITY: SURFACE MOTION
 CG0692
 CG0692  HISTORY     - Date     Condition        Report By
 CG0692  HISTORY     - 1935     MONUMENTED       CGS
 CG0692  HISTORY     - 1952     GOOD             NGS
 CG0692  HISTORY     - 1977     GOOD             USGS
 CG0692
 CG0692                          STATION DESCRIPTION
 CG0692
 CG0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0692'4.3 MI E FROM SAN MIGUEL.
 CG0692'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0692'MIGUEL, 1 MILE EAST OF U 305, NEAR THE JUNCTION OF BABOQUIVARI FOOT
 CG0692'HILLS ROAD AND SAN MIGUEL ROAD, 73 1/2 FEET SOUTH OF THE CENTER LINE
 CG0692'OF THE BABOQUIVARI FOOT HILLS ROAD, 1.7 FEET NORTH OF A WITNESS POST,
 CG0692'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0692'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND A METAL TAG STAMPED 2735.7.
 CG0692
 CG0692                          STATION RECOVERY (1977)
 CG0692
 CG0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0692'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION (1
 CG0692'MI E. OF BM U 305). ABOUT 700 FT SE. OF RD. JUNCTION, 73-1/2 FT S. OF
 CG0692'CENTERLINE OF RD., 1.7 FT N. OF WITNESS POST, ABOUT LEVEL WITH
 CG0692'GROUND. SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND
 CG0692'(WITH METAL TAG STAMPED 2735.7). STANDARD C AND GS TABLET STAMPED A
 CG0692'123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0475 ***********************************************************************
 FR0475  DESIGNATION -  A 124
 FR0475  PID         -  FR0475
 FR0475  STATE/COUNTY-  AZ/MOHAVE
 FR0475  USGS QUAD   -  VALENTINE (1980)
 FR0475
 FR0475                         *CURRENT SURVEY CONTROL
 FR0475  ___________________________________________________________________
 FR0475* NAD 83(1986)-  35 23 03.     (N)    113 44 01.     (W)     SCALED    
 FR0475* NAVD 88     -      1082.828  (meters)    3552.58   (feet)  POSTED    
 FR0475  ___________________________________________________________________
 FR0475  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FR0475  DYNAMIC HT  -        1081.540 (meters)    3548.35  (feet)  COMP
 FR0475  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 FR0475
 FR0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0475
 FR0475.The horizontal coordinates were scaled from a topographic map and have
 FR0475.an estimated accuracy of +/- 6 seconds.
 FR0475
 FR0475.The orthometric height was determined by differential leveling
 FR0475.and adjusted by the National Geodetic Survey in 1992..
 FR0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0475.rate of 0.0 thru 1.0 mm/km.
 FR0475
 FR0475.The geoid height was determined by GEOID03.
 FR0475
 FR0475.The dynamic height is computed by dividing the NAVD 88
 FR0475.geopotential number by the normal gravity value computed on the
 FR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0475.degrees latitude (g = 980.6199 gals.).
 FR0475
 FR0475.The modeled gravity was interpolated from observed gravity values.
 FR0475
 FR0475;                    North         East    Units  Estimated Accuracy
 FR0475;SPC AZ W     -   486,210.      214,850.      MT  (+/- 180 meters Scaled)
 FR0475
 FR0475                          SUPERSEDED SURVEY CONTROL
 FR0475
 FR0475  NGVD 29 (??/??/92) 1082.028  (m)         3549.95   (f) ADJ UNCH    1 1
 FR0475
 FR0475.Superseded values are not recommended for survey control.
 FR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0475.See file dsdata.txt to determine how the superseded data were derived.
 FR0475
 FR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE516190(NAD 83)
 FR0475_MARKER: DB = BENCH MARK DISK
 FR0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0475_STAMPING: A 124 1935
 FR0475_MARK LOGO: CGS   
 FR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0475+STABILITY: SURFACE MOTION
 FR0475
 FR0475  HISTORY     - Date     Condition        Report By
 FR0475  HISTORY     - 1935     MONUMENTED       CGS
 FR0475  HISTORY     - 1940     GOOD             NGS
 FR0475  HISTORY     - 1982     GOOD             NGS
 FR0475
 FR0475                          STATION DESCRIPTION
 FR0475
 FR0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0475'1.0 MI NW FROM HACKBERRY.
 FR0475'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FR0475'FE RAILWAY FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 5-1/2 POLES
 FR0475'EAST OF MILEPOST 490, 240 FEET SOUTHEAST OF BLOCK SIGNAL 4893, AT A
 FR0475'STONE CULVERT, IN THE TOP OF THE WEST WINGWALL, 15 FEET SOUTH OF THE
 FR0475'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL. A
 FR0475'STANDARD DISK, STAMPED A 124 1935.
 FR0475
 FR0475                          STATION RECOVERY (1982)
 FR0475
 FR0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0475'INACCESSIBLE, NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0453 ***********************************************************************
 FS0453  DESIGNATION -  A 126
 FS0453  PID         -  FS0453
 FS0453  STATE/COUNTY-  AZ/MOHAVE
 FS0453  USGS QUAD   -  GARNET MTN (1989)
 FS0453
 FS0453                         *CURRENT SURVEY CONTROL
 FS0453  ___________________________________________________________________
 FS0453* NAD 83(1986)-  35 50 40.     (N)    114 05 32.     (W)     SCALED    
 FS0453* NAVD 88     -      1117.924  (meters)    3667.72   (feet)  POSTED    
 FS0453  ___________________________________________________________________
 FS0453  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FS0453  DYNAMIC HT  -        1116.660 (meters)    3663.58  (feet)  COMP
 FS0453  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 FS0453
 FS0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0453
 FS0453.The horizontal coordinates were scaled from a topographic map and have
 FS0453.an estimated accuracy of +/- 6 seconds.
 FS0453
 FS0453.The orthometric height was determined by differential leveling
 FS0453.and adjusted by the National Geodetic Survey in 1992..
 FS0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0453.rate of 0.0 thru 1.0 mm/km.
 FS0453
 FS0453.The geoid height was determined by GEOID03.
 FS0453
 FS0453.The dynamic height is computed by dividing the NAVD 88
 FS0453.geopotential number by the normal gravity value computed on the
 FS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0453.degrees latitude (g = 980.6199 gals.).
 FS0453
 FS0453.The modeled gravity was interpolated from observed gravity values.
 FS0453
 FS0453;                    North         East    Units  Estimated Accuracy
 FS0453;SPC AZ W     -   537,330.      182,450.      MT  (+/- 180 meters Scaled)
 FS0453
 FS0453                          SUPERSEDED SURVEY CONTROL
 FS0453
 FS0453  NGVD 29 (??/??/92) 1117.163  (m)         3665.23   (f) ADJ UNCH    1 1
 FS0453
 FS0453.Superseded values are not recommended for survey control.
 FS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0453.See file dsdata.txt to determine how the superseded data were derived.
 FS0453
 FS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626706(NAD 83)
 FS0453_MARKER: DB = BENCH MARK DISK
 FS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0453_STAMPING: A 126 1935
 FS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0453+STABILITY: SURFACE MOTION
 FS0453
 FS0453  HISTORY     - Date     Condition        Report By
 FS0453  HISTORY     - 1935     MONUMENTED       CGS
 FS0453  HISTORY     - 1950     GOOD             NGS
 FS0453  HISTORY     - 19870126 GOOD             USPSQD
 FS0453
 FS0453                          STATION DESCRIPTION
 FS0453
 FS0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0453'22.5 MI S FROM PIERCES FERRY.
 FS0453'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0453'RANGER STATION AT PIERCES FERRY, THENCE 9.1 MILES SOUTH ALONG
 FS0453'A DIRT ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5
 FS0453'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 FS0453'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 FS0453'FOOT ABOVE GROUND.
 FS0453
 FS0453                          STATION RECOVERY (1987)
 FS0453
 FS0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0392 ***********************************************************************
 GR0392  DESIGNATION -  A 127
 GR0392  PID         -  GR0392
 GR0392  STATE/COUNTY-  AZ/MOHAVE
 GR0392  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0392
 GR0392                         *CURRENT SURVEY CONTROL
 GR0392  ___________________________________________________________________
 GR0392* NAD 83(1986)-  36 06 14.     (N)    114 03 04.     (W)     SCALED    
 GR0392* NAVD 88     -       678.854  (meters)    2227.21   (feet)  POSTED    
 GR0392  ___________________________________________________________________
 GR0392  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0392  DYNAMIC HT  -         678.130 (meters)    2224.83  (feet)  COMP
 GR0392  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 GR0392
 GR0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0392
 GR0392.The horizontal coordinates were scaled from a topographic map and have
 GR0392.an estimated accuracy of +/- 6 seconds.
 GR0392
 GR0392.The orthometric height was determined by differential leveling
 GR0392.and adjusted by the National Geodetic Survey in 1992..
 GR0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0392.rate of 0.0 thru 1.0 mm/km.
 GR0392
 GR0392.The geoid height was determined by GEOID03.
 GR0392
 GR0392.The dynamic height is computed by dividing the NAVD 88
 GR0392.geopotential number by the normal gravity value computed on the
 GR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0392.degrees latitude (g = 980.6199 gals.).
 GR0392
 GR0392.The modeled gravity was interpolated from observed gravity values.
 GR0392
 GR0392;                    North         East    Units  Estimated Accuracy
 GR0392;SPC AZ W     -   566,100.      186,250.      MT  (+/- 180 meters Scaled)
 GR0392
 GR0392                          SUPERSEDED SURVEY CONTROL
 GR0392
 GR0392  NGVD 29 (??/??/92)  678.139  (m)         2224.86   (f) ADJ UNCH    1 1
 GR0392
 GR0392.Superseded values are not recommended for survey control.
 GR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0392.See file dsdata.txt to determine how the superseded data were derived.
 GR0392
 GR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV654994(NAD 83)
 GR0392_MARKER: DB = BENCH MARK DISK
 GR0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0392_SP_SET: CULVERT
 GR0392_STAMPING: A 127 1935
 GR0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0392
 GR0392  HISTORY     - Date     Condition        Report By
 GR0392  HISTORY     - 1935     MONUMENTED       CGS
 GR0392  HISTORY     - 1950     GOOD             NGS
 GR0392
 GR0392                          STATION DESCRIPTION
 GR0392
 GR0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0392'3.1 MI SW FROM PIERCES FERRY.
 GR0392'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0392'STATION AT PIERCES FERRY, THENCE 2.6 MILES SOUTHWEST ALONG AN OLD
 GR0392'ABANDONED ROAD, IN THE TOP OF A LARGE GRANITE BOULDER, 55 YARDS SOUTH
 GR0392'OF THE SOUTH END OF THE EAST ROCK HEAD WALL OF AN 18-INCH CORRUGATED
 GR0392'METAL PIPE CULVERT, 96 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 GR0392'PARK SERVICE ROAD, 63 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 GR0392'CENTER LINE OF THE PARK SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0439 ***********************************************************************
 FS0439  DESIGNATION -  A 128
 FS0439  PID         -  FS0439
 FS0439  STATE/COUNTY-  AZ/MOHAVE
 FS0439  USGS QUAD   -  GOLD BASIN (1989)
 FS0439
 FS0439                         *CURRENT SURVEY CONTROL
 FS0439  ___________________________________________________________________
 FS0439* NAD 83(1986)-  35 47 58.     (N)    114 08 33.     (W)     SCALED    
 FS0439* NAVD 88     -       865.704  (meters)    2840.23   (feet)  POSTED    
 FS0439  ___________________________________________________________________
 FS0439  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0439  DYNAMIC HT  -         864.740 (meters)    2837.07  (feet)  COMP
 FS0439  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 FS0439
 FS0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0439
 FS0439.The horizontal coordinates were scaled from a topographic map and have
 FS0439.an estimated accuracy of +/- 6 seconds.
 FS0439
 FS0439.The orthometric height was determined by differential leveling
 FS0439.and adjusted by the National Geodetic Survey in 1992..
 FS0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0439.rate of 0.0 thru 1.0 mm/km.
 FS0439
 FS0439.The geoid height was determined by GEOID03.
 FS0439
 FS0439.The dynamic height is computed by dividing the NAVD 88
 FS0439.geopotential number by the normal gravity value computed on the
 FS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0439.degrees latitude (g = 980.6199 gals.).
 FS0439
 FS0439.The modeled gravity was interpolated from observed gravity values.
 FS0439
 FS0439;                    North         East    Units  Estimated Accuracy
 FS0439;SPC AZ W     -   532,350.      177,880.      MT  (+/- 180 meters Scaled)
 FS0439
 FS0439                          SUPERSEDED SURVEY CONTROL
 FS0439
 FS0439  NGVD 29 (??/??/92)  864.959  (m)         2837.79   (f) ADJ UNCH    1 1
 FS0439
 FS0439.Superseded values are not recommended for survey control.
 FS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0439.See file dsdata.txt to determine how the superseded data were derived.
 FS0439
 FS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV582654(NAD 83)
 FS0439_MARKER: DB = BENCH MARK DISK
 FS0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0439_STAMPING: A 128 1935
 FS0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0439+STABILITY: SURFACE MOTION
 FS0439
 FS0439  HISTORY     - Date     Condition        Report By
 FS0439  HISTORY     - 1935     MONUMENTED       CGS
 FS0439  HISTORY     - 1950     GOOD             NGS
 FS0439  HISTORY     - 19870126 GOOD             USPSQD
 FS0439
 FS0439                          STATION DESCRIPTION
 FS0439
 FS0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0439'28.3 MI S FROM PIERCES FERRY.
 FS0439'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0439'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0439'A DIRT ROAD, THENCE 1.2 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0439'ROAD, 0.5 MILE NORTHWEST OF A LARGE POND USED FOR WATERING CATTLE,
 FS0439'55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH
 FS0439'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0439'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 FS0439
 FS0439                          STATION RECOVERY (1987)
 FS0439
 FS0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0976 ***********************************************************************
 DV0976  DESIGNATION -  A 13
 DV0976  PID         -  DV0976
 DV0976  STATE/COUNTY-  AZ/MARICOPA
 DV0976  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0976
 DV0976                         *CURRENT SURVEY CONTROL
 DV0976  ___________________________________________________________________
 DV0976* NAD 83(1992)-  33 33 48.74419(N)    113 12 52.05025(W)     ADJUSTED  
 DV0976* NAVD 88     -       401.366  (meters)    1316.82   (feet)  ADJUSTED  
 DV0976  ___________________________________________________________________
 DV0976  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DV0976  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV0976  DYNAMIC HT  -         400.895 (meters)    1315.27  (feet)  COMP
 DV0976  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV0976
 DV0976  HORZ ORDER  -  SECOND
 DV0976  VERT ORDER  -  FIRST     CLASS II
 DV0976
 DV0976.The horizontal coordinates were established by classical geodetic methods
 DV0976.and adjusted by the National Geodetic Survey in August 1993..
 DV0976
 DV0976.The orthometric height was determined by differential leveling
 DV0976.and adjusted by the National Geodetic Survey in June 1991..
 DV0976
 DV0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0976
 DV0976.The geoid height was determined by GEOID03.
 DV0976
 DV0976.The dynamic height is computed by dividing the NAVD 88
 DV0976.geopotential number by the normal gravity value computed on the
 DV0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0976.degrees latitude (g = 980.6199 gals.).
 DV0976
 DV0976.The modeled gravity was interpolated from observed gravity values.
 DV0976
 DV0976;                    North         East     Units Scale Factor Converg.
 DV0976;SPC AZ C     -   285,001.788    92,862.083   MT  1.00007895   -0 43 03.3
 DV0976;SPC AZ C     -   935,045.24    304,665.63   iFT  1.00007895   -0 43 03.3
 DV0976;SPC AZ W     -   284,385.185   263,084.468   MT  0.99996380   +0 17 45.9
 DV0976;SPC AZ W     -   933,022.26    863,138.02   iFT  0.99996380   +0 17 45.9
 DV0976;UTM  12      - 3,715,960.734   294,439.554   MT  1.00012097   -1 13 29.0
 DV0976
 DV0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0976!SPC AZ C     -   0.99994187  x   1.00007895  =   1.00002081
 DV0976!SPC AZ W     -   0.99994187  x   0.99996380  =   0.99990567
 DV0976!UTM  12      -   0.99994187  x   1.00012097  =   1.00006283
 DV0976
 DV0976                          SUPERSEDED SURVEY CONTROL
 DV0976
 DV0976  NAD 83(1986)-  33 33 48.73578(N)    113 12 52.05737(W) AD(       ) 2
 DV0976  NAD 27      -  33 33 48.60580(N)    113 12 49.37000(W) AD(       ) 2
 DV0976  NGVD 29 (??/??/92)  400.856  (m)         1315.14   (f) ADJ UNCH    1 2
 DV0976
 DV0976.Superseded values are not recommended for survey control.
 DV0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0976.See file dsdata.txt to determine how the superseded data were derived.
 DV0976
 DV0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9444015961(NAD 83)
 DV0976_MARKER: DB = BENCH MARK DISK
 DV0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0976_STAMPING: 1315.142 A 13 1927
 DV0976_MARK LOGO: CGS   
 DV0976_PROJECTION: PROJECTING 25 CENTIMETERS
 DV0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0976+STABILITY: SURFACE MOTION
 DV0976
 DV0976  HISTORY     - Date     Condition        Report By
 DV0976  HISTORY     - 1948     MONUMENTED       CGS
 DV0976  HISTORY     - 1948     GOOD             NGS
 DV0976  HISTORY     - 1981     GOOD             NGS
 DV0976
 DV0976                          STATION DESCRIPTION
 DV0976
 DV0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0976'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK U.S. COAST
 DV0976'AND GEODETIC SURVEY BENCH MARK, APPROXIMATELY THE SAME ELEVATION
 DV0976'AS THE STATION, 20 PACES NORTHEAST OF THE CENTER LINE OF
 DV0976'BLADED ROAD, PROJECTS 4 INCHES, AND IS STAMPED, A 13 1927
 DV0976'1315.142.
 DV0976'
 DV0976'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST EDGE OF
 DV0976'SALOME.  GO SOUTHERLY ALONG THE BLADED ROAD TOWARD HASSAYAMPA
 DV0976'FOR 0.3 MILE TO Y INTERSECTION.  TAKE LEFT FORK AND FOLLOW
 DV0976'MAIN TRAVELED ROAD FOR 28.2 MILES TO AN OLD ABANDONED ADOBE
 DV0976'BUILDING ON THE LEFT (NORTHEAST) SIDE OF ROAD.  CONTINUE
 DV0976'0.25 MILE TO STATION SITE ON RIGHT (SOUTHWEST) SIDE OF ROAD
 DV0976'AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV0976
 DV0976                          STATION RECOVERY (1948)
 DV0976
 DV0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0976'27.9 MI SE FROM SALOME.
 DV0976'IN MARICOPA COUNTY, 27.9 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD
 DV0976'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, 0.2 MILE
 DV0976'SOUTHEAST OF THE ABANDONED ADOBE BUILDINGS OF THE MOSHER RANCH, ON THE
 DV0976'OPPOSITE SIDE OF THE ROAD FROM TRIANGULATION STATION MOSHER 1948, 63
 DV0976'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 20 PACES SOUTHWEST
 DV0976'OF A WASH.  A STANDARD DISK, STAMPED 1315.142 A 13 1927 AND SET IN THE
 DV0976'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE-- THIS
 DV0976'BENCH MARK MAY BE REACHED FROM THE SHELL SERVICE STATION IN THE EAST
 DV0976'END OF SALOME BY GOING 0.3 MILE SOUTHEAST ALONG THE HASSAYAMPA ROAD TO
 DV0976'A CATTLE GUARD AND ROAD FORK, TAKE THE LEFT FORK AND FOLLOW THE
 DV0976'MAIN-TRAVELED ROAD FOR 27.4 MILES TO AN OLD ABANDONED ADOBE BUILDING,
 DV0976'AND CONTINUE 0.25 MILE TO THE SITE OF THE MARK ON THE NORTHEAST SIDE
 DV0976'OF THE ROAD.
 DV0976
 DV0976                          STATION RECOVERY (1981)
 DV0976
 DV0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0976'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0976'AT TONOPAH, THENCE 17.3 KM (10.75 MI) NORTHWEST ALONG SALOME ROAD,
 DV0976'24.7 METERS (81 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 66.8
 DV0976'METERS (219 FT) EAST OF AND ACROSS THE ROAD FROM A LARGE LONE IRONWOOD
 DV0976'TREE, 114.4 METERS (375.2 FT) NORTHEAST OF UNDERGROUND TELEPHONE
 DV0976'CABLE WOODEN WITNESS POST 310, 32.7 METERS (107.2 FT) NORTHEAST OF
 DV0976'STATION MOSHER.
 DV0976'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 DV0976'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1481 ***********************************************************************
 GR1481  DESIGNATION -  A 13
 GR1481  PID         -  GR1481
 GR1481  STATE/COUNTY-  AZ/MOHAVE
 GR1481  USGS QUAD   -  BOULDER CANYON (1983)
 GR1481
 GR1481                         *CURRENT SURVEY CONTROL
 GR1481  ___________________________________________________________________
 GR1481* NAD 83(1992)-  36 07 44.20174(N)    114 36 31.19945(W)     ADJUSTED  
 GR1481* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 GR1481  ___________________________________________________________________
 GR1481  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GR1481  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1481
 GR1481  HORZ ORDER  -  THIRD
 GR1481
 GR1481.The horizontal coordinates were established by classical geodetic methods
 GR1481.and adjusted by the National Geodetic Survey in August 1993..
 GR1481
 GR1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1481
 GR1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1481
 GR1481.The geoid height was determined by GEOID03.
 GR1481
 GR1481;                    North         East     Units Scale Factor Converg.
 GR1481;SPC AZ W     -   569,179.664   136,069.954   MT  1.00000691   -0 30 22.7
 GR1481;SPC AZ W     - 1,867,387.35    446,423.73   iFT  1.00000691   -0 30 22.7
 GR1481;SPC NV E     - 8,153,416.774   287,728.799   MT  0.99999480   +0 34 28.9
 GR1481;SPC NV E     -26,750,001.53    943,990.23   sFT  0.99999480   +0 34 28.9
 GR1481;UTM  11      - 4,000,899.125   715,193.004   MT  1.00017062   +1 24 37.7
 GR1481
 GR1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1481!SPC AZ W     -   0.99995468  x   1.00000691  =   0.99996159
 GR1481!SPC NV E     -   0.99995468  x   0.99999480  =   0.99994948
 GR1481!UTM  11      -   0.99995468  x   1.00017062  =   1.00012529
 GR1481
 GR1481:                Primary Azimuth Mark                     Grid Az
 GR1481:SPC AZ W     -  A 14                                     063 12 49.8
 GR1481:SPC NV E     -  A 14                                     062 07 58.2
 GR1481:UTM  11      -  A 14                                     061 17 49.4
 GR1481
 GR1481|---------------------------------------------------------------------|
 GR1481| PID    Reference Object                     Distance      Geod. Az  |
 GR1481|                                                           dddmmss.s |
 GR1481| GR1482 A 14                                448.772 METERS 0624227.1 |
 GR1481| GR1480 A 12                                478.154 METERS 2711335.8 |
 GR1481|---------------------------------------------------------------------|
 GR1481
 GR1481                          SUPERSEDED SURVEY CONTROL
 GR1481
 GR1481  NAD 83(1986)-  36 07 44.18829(N)    114 36 31.19050(W) AD(       ) 3
 GR1481  NGVD 29 (06/27/88)  316.0    (m)         1037.     (f) VERT ANG       
 GR1481
 GR1481.Superseded values are not recommended for survey control.
 GR1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1481.See file dsdata.txt to determine how the superseded data were derived.
 GR1481
 GR1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1519300899(NAD 83)
 GR1481_MARKER: DS = TRIANGULATION STATION DISK
 GR1481_SETTING: 66 = SET IN ROCK OUTCROP
 GR1481_SP_SET: SET IN ROCK OUTCROP
 GR1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1481+STABILITY: POSITION/ELEVATION WELL
 GR1481
 GR1481  HISTORY     - Date     Condition        Report By
 GR1481  HISTORY     - 1948     MONUMENTED       USGS
 GR1481
 GR1481                          STATION DESCRIPTION
 GR1481
 GR1481'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1481'LOCATED ABOUT 3.3 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SE. OF
 GR1481'N.P.S. REFLECTOR.  IN BOULDER CANYON, AT END OF LONG, NARROW
 GR1481'RIDGE, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1481'
 GR1481'TO REACH NOT GIVEN.
 GR1481'
 GR1481'STATION MARK--STANDARD TABLET STAMPED---A13 1948---, CEMENTED IN
 GR1481'ROCK OUTCROP.
 GR1481'
 GR1481'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0110 ***********************************************************************
 GQ0110  DESIGNATION -  A 130
 GQ0110  PID         -  GQ0110
 GQ0110  STATE/COUNTY-  AZ/MOHAVE
 GQ0110  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0110
 GQ0110                         *CURRENT SURVEY CONTROL
 GQ0110  ___________________________________________________________________
 GQ0110* NAD 83(1986)-  36 14 13.     (N)    113 53 30.     (W)     SCALED    
 GQ0110* NAVD 88     -       656.891  (meters)    2155.15   (feet)  POSTED    
 GQ0110  ___________________________________________________________________
 GQ0110  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GQ0110  DYNAMIC HT  -         656.200 (meters)    2152.88  (feet)  COMP
 GQ0110  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 GQ0110
 GQ0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0110
 GQ0110.The horizontal coordinates were scaled from a topographic map and have
 GQ0110.an estimated accuracy of +/- 6 seconds.
 GQ0110
 GQ0110.The orthometric height was determined by differential leveling
 GQ0110.and adjusted by the National Geodetic Survey in 1992..
 GQ0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0110.rate of 0.0 thru 1.0 mm/km.
 GQ0110
 GQ0110.The geoid height was determined by GEOID03.
 GQ0110
 GQ0110.The dynamic height is computed by dividing the NAVD 88
 GQ0110.geopotential number by the normal gravity value computed on the
 GQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0110.degrees latitude (g = 980.6199 gals.).
 GQ0110
 GQ0110.The modeled gravity was interpolated from observed gravity values.
 GQ0110
 GQ0110;                    North         East    Units  Estimated Accuracy
 GQ0110;SPC AZ W     -   580,830.      200,630.      MT  (+/- 180 meters Scaled)
 GQ0110
 GQ0110                          SUPERSEDED SURVEY CONTROL
 GQ0110
 GQ0110  NGVD 29 (??/??/92)  656.183  (m)         2152.83   (f) ADJ UNCH    1 1
 GQ0110
 GQ0110.Superseded values are not recommended for survey control.
 GQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0110.See file dsdata.txt to determine how the superseded data were derived.
 GQ0110
 GQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF401141(NAD 83)
 GQ0110_MARKER: DB = BENCH MARK DISK
 GQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0110_STAMPING: A 130 1935
 GQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0110+STABILITY: SURFACE MOTION
 GQ0110
 GQ0110  HISTORY     - Date     Condition        Report By
 GQ0110  HISTORY     - 1935     MONUMENTED       CGS
 GQ0110  HISTORY     - 1950     GOOD             NGS
 GQ0110
 GQ0110                          STATION DESCRIPTION
 GQ0110
 GQ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0110'55.2 MI SE FROM RIVERSIDE, NV.
 GQ0110'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0110'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0110'THENCE 15.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0110'FERRY ROAD, ABOUT 75 YARDS SOUTHWEST OF THE NORTHWEST END OF A LOW
 GQ0110'ROCKY RIDGE, 80 FEET NORTHWEST OF A POINT WHERE THE ROAD CROSSES A
 GQ0110'SMALL DRAW, 11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 GQ0110'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GQ0110'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0130 ***********************************************************************
 ET0130  DESIGNATION -  A 131
 ET0130  PID         -  ET0130
 ET0130  STATE/COUNTY-  AZ/YAVAPAI
 ET0130  USGS QUAD   -  HUMBOLDT (1973)
 ET0130
 ET0130                         *CURRENT SURVEY CONTROL
 ET0130  ___________________________________________________________________
 ET0130* NAD 83(1986)-  34 32 59.     (N)    112 09 28.     (W)     SCALED    
 ET0130* NAVD 88     -      1497.93   (+/-2cm)    4914.5    (feet)  VERTCON   
 ET0130  ___________________________________________________________________
 ET0130  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0130
 ET0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0130
 ET0130.The horizontal coordinates were scaled from a topographic map and have
 ET0130.an estimated accuracy of +/- 6 seconds.
 ET0130
 ET0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0130.The vertical order pertains to the NGVD 29 superseded value.
 ET0130
 ET0130.The geoid height was determined by GEOID03.
 ET0130
 ET0130;                    North         East    Units  Estimated Accuracy
 ET0130;SPC AZ C     -   393,650.      191,230.      MT  (+/- 180 meters Scaled)
 ET0130
 ET0130                          SUPERSEDED SURVEY CONTROL
 ET0130
 ET0130  NGVD 29 (??/??/92) 1497.112  (m)         4911.77   (f) ADJ UNCH    2 0
 ET0130
 ET0130.Superseded values are not recommended for survey control.
 ET0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0130.See file dsdata.txt to determine how the superseded data were derived.
 ET0130
 ET0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD937237(NAD 83)
 ET0130_MARKER: DB = BENCH MARK DISK
 ET0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0130_STAMPING: A 131
 ET0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0130+STABILITY: SURFACE MOTION
 ET0130
 ET0130  HISTORY     - Date     Condition        Report By
 ET0130  HISTORY     - UNK      MONUMENTED       CGS
 ET0130  HISTORY     - 1973     GOOD             USGS
 ET0130
 ET0130                          STATION DESCRIPTION
 ET0130
 ET0130'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0130'5.7 MI E FROM DEWEY.
 ET0130'ABOUT 5.2 MILES EAST ALONG THE CHERRY ROAD FROM THE JUNCTION OF STATE
 ET0130'HIGHWAY 169 AND STATE HIGHWAY 69 IN DEWEY, ABOUT 0.1 MILES EAST OF A
 ET0130'LARGE PROMINENT WASH, AT AN OLD SIDE ROAD, 45 FT. SOUTH OF THE ROAD
 ET0130'(CENTER LINE) AND 27 FT. EAST OF THE SIDE ROAD TO THE SOUTH AND SET IN
 ET0130'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0313 ***********************************************************************
 ET0313  DESIGNATION -  A 132
 ET0313  PID         -  ET0313
 ET0313  STATE/COUNTY-  AZ/YAVAPAI
 ET0313  USGS QUAD   -  ESTLER PEAK (1974)
 ET0313
 ET0313                         *CURRENT SURVEY CONTROL
 ET0313  ___________________________________________________________________
 ET0313* NAD 83(1986)-  34 24 23.     (N)    112 04 37.     (W)     SCALED    
 ET0313* NAVD 88     -      1162.77   (+/-2cm)    3814.9    (feet)  VERTCON   
 ET0313  ___________________________________________________________________
 ET0313  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0313
 ET0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0313
 ET0313.The horizontal coordinates were scaled from a topographic map and have
 ET0313.an estimated accuracy of +/- 6 seconds.
 ET0313
 ET0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0313.The vertical order pertains to the NGVD 29 superseded value.
 ET0313
 ET0313.The geoid height was determined by GEOID03.
 ET0313
 ET0313;                    North         East    Units  Estimated Accuracy
 ET0313;SPC AZ C     -   377,740.      198,630.      MT  (+/- 180 meters Scaled)
 ET0313
 ET0313                          SUPERSEDED SURVEY CONTROL
 ET0313
 ET0313  NGVD 29 (??/??/92) 1162.066  (m)         3812.54   (f) ADJ UNCH    2 0
 ET0313
 ET0313.Superseded values are not recommended for survey control.
 ET0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0313.See file dsdata.txt to determine how the superseded data were derived.
 ET0313
 ET0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD010077(NAD 83)
 ET0313_MARKER: DB = BENCH MARK DISK
 ET0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0313_STAMPING: A 132 1935
 ET0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0313+STABILITY: SURFACE MOTION
 ET0313
 ET0313  HISTORY     - Date     Condition        Report By
 ET0313  HISTORY     - 1935     MONUMENTED       CGS
 ET0313  HISTORY     - 1952     GOOD             NGS
 ET0313  HISTORY     - 1958     GOOD             NGS
 ET0313
 ET0313                          STATION DESCRIPTION
 ET0313
 ET0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0313'7.9 MI W FROM DUGAS.
 ET0313'7.9 MILES WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, 0.15
 ET0313'MILE NORTHWEST OF B.M. B 132, 0.35 MILE NORTHWEST OF THE AGUA FRIA
 ET0313'RIVER CROSSING, 95 YARDS SOUTHEAST OF THE ROAD JUNCTION OF A ROAD
 ET0313'LEADING NORTH TO DEWEY, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ET0313'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 ET0313'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 ET0313'THE GROUND.  NOTE-- 1.8 MI. SE OF MAYER TO 7.4 MI. NE OF VERDE HOT
 ET0313'SPRINGS.
 ET0313
 ET0313                          STATION RECOVERY (1958)
 ET0313
 ET0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0270 ***********************************************************************
 ET0270  DESIGNATION -  A 133
 ET0270  PID         -  ET0270
 ET0270  STATE/COUNTY-  AZ/YAVAPAI
 ET0270  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0270
 ET0270                         *CURRENT SURVEY CONTROL
 ET0270  ___________________________________________________________________
 ET0270* NAD 83(1986)-  34 04 26.     (N)    112 07 34.     (W)     SCALED    
 ET0270* NAVD 88     -       632.90   (+/-2cm)    2076.4    (feet)  VERTCON   
 ET0270  ___________________________________________________________________
 ET0270  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 ET0270
 ET0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0270
 ET0270.The horizontal coordinates were scaled from a topographic map and have
 ET0270.an estimated accuracy of +/- 6 seconds.
 ET0270
 ET0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0270.The vertical order pertains to the NGVD 29 superseded value.
 ET0270
 ET0270.The geoid height was determined by GEOID03.
 ET0270
 ET0270;                    North         East    Units  Estimated Accuracy
 ET0270;SPC AZ C     -   340,870.      194,030.      MT  (+/- 180 meters Scaled)
 ET0270
 ET0270                          SUPERSEDED SURVEY CONTROL
 ET0270
 ET0270  NGVD 29 (??/??/92)  632.273  (m)         2074.38   (f) ADJ UNCH    2 0
 ET0270
 ET0270.Superseded values are not recommended for survey control.
 ET0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0270.See file dsdata.txt to determine how the superseded data were derived.
 ET0270
 ET0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC960709(NAD 83)
 ET0270_MARKER: DB = BENCH MARK DISK
 ET0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0270_STAMPING: A 133 1935
 ET0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0270+STABILITY: SURFACE MOTION
 ET0270
 ET0270  HISTORY     - Date     Condition        Report By
 ET0270  HISTORY     - 1935     MONUMENTED       CGS
 ET0270  HISTORY     - 1952     GOOD             NGS
 ET0270
 ET0270                          STATION DESCRIPTION
 ET0270
 ET0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0270'3.1 MI NE FROM ROCK SPRINGS.
 ET0270'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY, FROM THE GENERAL
 ET0270'STORE AT ROCK SPRINGS, THENCE 2.1 MILES NORTHEAST ALONG THE SQUAW
 ET0270'CREEK ROAD, 0.1 MILE NORTHWEST OF A WASH CROSSING, AT THE TOP OF A
 ET0270'GRADE, ABOUT 225 FEET WEST OF THE CENTER LINE OF THE PRESENT ROAD, ON
 ET0270'A PORTION OF THE OLD ROAD AND AT THE TOP OF A STEEP GRADE OF THE OLD
 ET0270'ROAD, 13 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 ET0270'OLD ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF
 ET0270'A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0606 ***********************************************************************
 GR0606  DESIGNATION -  A 134
 GR0606  PID         -  GR0606
 GR0606  STATE/COUNTY-  AZ/MOHAVE
 GR0606  USGS QUAD   -  HOOVER DAM (1997)
 GR0606
 GR0606                         *CURRENT SURVEY CONTROL
 GR0606  ___________________________________________________________________
 GR0606* NAD 83(1986)-  36 00 31.     (N)    114 44 43.     (W)     SCALED    
 GR0606* NAVD 88     -       223.029  (meters)     731.72   (feet)  POSTED    
 GR0606  ___________________________________________________________________
 GR0606  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0606  DYNAMIC HT  -         222.810 (meters)     731.00  (feet)  COMP
 GR0606  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 GR0606
 GR0606  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0606
 GR0606.The horizontal coordinates were scaled from a topographic map and have
 GR0606.an estimated accuracy of +/- 6 seconds.
 GR0606
 GR0606.The orthometric height was determined by differential leveling
 GR0606.and adjusted by the National Geodetic Survey in 1992..
 GR0606.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0606.rate of 2.1 thru 3.0 mm/km.
 GR0606
 GR0606.The geoid height was determined by GEOID03.
 GR0606
 GR0606.The dynamic height is computed by dividing the NAVD 88
 GR0606.geopotential number by the normal gravity value computed on the
 GR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0606.degrees latitude (g = 980.6199 gals.).
 GR0606
 GR0606.The modeled gravity was interpolated from observed gravity values.
 GR0606
 GR0606;                    North         East    Units  Estimated Accuracy
 GR0606;SPC AZ W     -   555,950.      123,640.      MT  (+/- 180 meters Scaled)
 GR0606
 GR0606                          SUPERSEDED SURVEY CONTROL
 GR0606
 GR0606  NGVD 29 (??/??/92)  222.34   (m)          729.5    (f) COMPUTED    1 1
 GR0606
 GR0606.Superseded values are not recommended for survey control.
 GR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0606.See file dsdata.txt to determine how the superseded data were derived.
 GR0606
 GR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV032872(NAD 83)
 GR0606_MARKER: DB = BENCH MARK DISK
 GR0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0606_SP_SET: CLIFF LEDGE
 GR0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0606
 GR0606  HISTORY     - Date     Condition        Report By
 GR0606  HISTORY     - UNK      MONUMENTED       CGS
 GR0606  HISTORY     - 1950     MARK NOT FOUND   NGS
 GR0606
 GR0606                          STATION DESCRIPTION
 GR0606
 GR0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0606'4.1 MI S FROM HOOVER DAM.
 GR0606'TO REACH FROM ADMINISTRATION BUILDING, PROCEED NORTHEASTERLY ON U. S.
 GR0606'HIGHWAY NO. 93, GO 6.3 MILES.  TURN RIGHT (SOUTHERLY) ONTO SURFACED
 GR0606'AND GRAVELED ROAD LEADING TO BOTTOM OF BOULDER DAM, GO 1.8 MILES.
 GR0606'HERE, AT A POINT ABOUT 0.4 MILE DOWNSTREAM FROM BASE OF THE DAM, IT IS
 GR0606'NECESSARY TO LEAVE TRUCK AND CROSS THE COLORADO RIVER.  FROM THE
 GR0606'ARIZONA SIDE OF RIVER, PROCEED SOUTHERLY ALONG OLD ABANDONED
 GR0606'CONSTRUCTION ROAD WHICH RAN FROM BOTTOM OF THE DAM TO JUNCTION WITH U.
 GR0606'S. HIGHWAY NO. 93, A POINT 2.0 MILES SOUTHEAST FROM TOP OF THE DAM BY
 GR0606'THE HIGHWAY.  BENCH MARK IS ABOUT 0.2 MILE SOUTHERLY FROM END OF
 GR0606'CONSTRUCTION ROAD AT RIVERS EDGE.  IT IS AT THE BASE OF ROCK CLIFFS.
 GR0606'16.5 FEET EAST OF CENTER LINE OF THE ROAD.  ABOUT 3.0 FEET ABOVE ROAD
 GR0606'LEVEL.  IN LEDGE OF THE CLIFF.  STD. DISK B M SET HORIZONTALLY IN
 GR0606'DRILL HOLE.  NOTE-- A WHITE PAINTED B M CAN BE SEEN ON THE CANYON WALL
 GR0606'SO IT IS ASSUMED THAT THE MARK IS STILL HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0068 ***********************************************************************
 FS0068  DESIGNATION -  A 135
 FS0068  PID         -  FS0068
 FS0068  STATE/COUNTY-  AZ/MOHAVE
 FS0068  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0068
 FS0068                         *CURRENT SURVEY CONTROL
 FS0068  ___________________________________________________________________
 FS0068* NAD 83(1986)-  35 57 15.     (N)    114 39 13.     (W)     SCALED    
 FS0068* NAVD 88     -       673.723  (meters)    2210.37   (feet)  ADJUSTED  
 FS0068  ___________________________________________________________________
 FS0068  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FS0068  DYNAMIC HT  -         673.036 (meters)    2208.12  (feet)  COMP
 FS0068  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 FS0068
 FS0068  VERT ORDER  -  FIRST     CLASS I
 FS0068
 FS0068.The horizontal coordinates were scaled from a topographic map and have
 FS0068.an estimated accuracy of +/- 6 seconds.
 FS0068
 FS0068.The orthometric height was determined by differential leveling
 FS0068.and adjusted by the National Geodetic Survey in June 1991..
 FS0068
 FS0068.The geoid height was determined by GEOID03.
 FS0068
 FS0068.The dynamic height is computed by dividing the NAVD 88
 FS0068.geopotential number by the normal gravity value computed on the
 FS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0068.degrees latitude (g = 980.6199 gals.).
 FS0068
 FS0068.The modeled gravity was interpolated from observed gravity values.
 FS0068
 FS0068;                    North         East    Units  Estimated Accuracy
 FS0068;SPC AZ W     -   549,820.      131,840.      MT  (+/- 180 meters Scaled)
 FS0068
 FS0068                          SUPERSEDED SURVEY CONTROL
 FS0068
 FS0068  NGVD 29 (??/??/92)  673.026  (m)         2208.09   (f) ADJ UNCH    1 1
 FS0068
 FS0068.Superseded values are not recommended for survey control.
 FS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0068.See file dsdata.txt to determine how the superseded data were derived.
 FS0068
 FS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV116814(NAD 83)
 FS0068_MARKER: DB = BENCH MARK DISK
 FS0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0068_SP_SET: CULVERT
 FS0068_STAMPING: A 135 1935
 FS0068_MARK LOGO: CGS   
 FS0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0068
 FS0068  HISTORY     - Date     Condition        Report By
 FS0068  HISTORY     - 1935     MONUMENTED       CGS
 FS0068  HISTORY     - 1950     GOOD             NGS
 FS0068  HISTORY     - 1963     GOOD             NGS
 FS0068  HISTORY     - 1981     GOOD             NGS
 FS0068
 FS0068                          STATION DESCRIPTION
 FS0068
 FS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0068'7.5 MI SE FROM HOOVER DAM.
 FS0068'7.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0068'(ARIZONA) END OF HOOVER DAM, 0.5 MILE SOUTHEAST OF MILEPOST 7,
 FS0068'AT A DOUBLE 5- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0068'WEST END OF THE SOUTH HEAD WALL, 16.8 FEET SOUTH OF THE CENTER
 FS0068'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0068
 FS0068                          STATION RECOVERY (1963)
 FS0068
 FS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0068'RECOVERED IN GOOD CONDITION.
 FS0068
 FS0068                          STATION RECOVERY (1981)
 FS0068
 FS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0068'11.7 KM (7.3 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0068'OF HOOVER DAM, AT THE NORTHWEST END OF A CURVE, IN TOP AND 13 CM (4
 FS0068'INCHES) SOUTHEAST OF THE NORTHEAST END OF THE SOUTHWEST HEADWALL OF A
 FS0068'DOUBLE BOX CULVERT UNDER THE OLD HIGHWAY, 25.9 METERS (85 FT)
 FS0068'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5 FT)
 FS0068'NORTHEAST OF A 6 BY 12 FOOT BOX CULVERT, 5.1 METERS (16.8 FT)
 FS0068'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0275 ***********************************************************************
 DT0275  DESIGNATION -  A 137
 DT0275  PID         -  DT0275
 DT0275  STATE/COUNTY-  AZ/GREENLEE
 DT0275  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0275
 DT0275                         *CURRENT SURVEY CONTROL
 DT0275  ___________________________________________________________________
 DT0275* NAD 83(1986)-  33 44 23.     (N)    109 20 34.     (W)     SCALED    
 DT0275* NAVD 88     -      2304.848  (meters)    7561.82   (feet)  ADJUSTED  
 DT0275  ___________________________________________________________________
 DT0275  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0275  DYNAMIC HT  -        2301.091 (meters)    7549.50  (feet)  COMP
 DT0275  MODELED GRAV-     978,923.6   (mgal)                       NAVD 88
 DT0275
 DT0275  VERT ORDER  -  SECOND    CLASS 0
 DT0275
 DT0275.The horizontal coordinates were scaled from a topographic map and have
 DT0275.an estimated accuracy of +/- 6 seconds.
 DT0275
 DT0275.The orthometric height was determined by differential leveling
 DT0275.and adjusted by the National Geodetic Survey in June 1991..
 DT0275
 DT0275.The geoid height was determined by GEOID03.
 DT0275
 DT0275.The dynamic height is computed by dividing the NAVD 88
 DT0275.geopotential number by the normal gravity value computed on the
 DT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0275.degrees latitude (g = 980.6199 gals.).
 DT0275
 DT0275.The modeled gravity was interpolated from observed gravity values.
 DT0275
 DT0275;                    North         East    Units  Estimated Accuracy
 DT0275;SPC AZ E     -   304,090.      289,700.      MT  (+/- 180 meters Scaled)
 DT0275
 DT0275                          SUPERSEDED SURVEY CONTROL
 DT0275
 DT0275  NGVD 29 (??/??/92) 2303.770  (m)         7558.29   (f) ADJ UNCH    2 0
 DT0275
 DT0275.Superseded values are not recommended for survey control.
 DT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0275.See file dsdata.txt to determine how the superseded data were derived.
 DT0275
 DT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC535345(NAD 83)
 DT0275_MARKER: DB = BENCH MARK DISK
 DT0275_SETTING: 66 = SET IN ROCK OUTCROP
 DT0275_SP_SET: ROCK OUTCROP
 DT0275_STAMPING: A-137 1935
 DT0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0275+STABILITY: POSITION/ELEVATION WELL
 DT0275
 DT0275  HISTORY     - Date     Condition        Report By
 DT0275  HISTORY     - 1935     MONUMENTED       CGS
 DT0275
 DT0275                          STATION DESCRIPTION
 DT0275
 DT0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0275'10.3 MI NW FROM BEAVERHEAR LODGE.
 DT0275'10.3 MI NW ALONG ROAD TO RESERVATION RANCH ON A ROCKY RIDGE, ON THE
 DT0275'INSIDE OF A CURVE 25 FT N OF THE CENTERLINE OF THE ROAD, 30 FT E OF A
 DT0275'24 INCH PINE TREE, IN A ROCK OUTCROP, AND ABOUT 4 FT ABOVE THE ROAD
 DT0275'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0303 ***********************************************************************
 DT0303  DESIGNATION -  A 138
 DT0303  PID         -  DT0303
 DT0303  STATE/COUNTY-  AZ/APACHE
 DT0303  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0303
 DT0303                         *CURRENT SURVEY CONTROL
 DT0303  ___________________________________________________________________
 DT0303* NAD 83(1986)-  33 59 20.     (N)    109 04 30.     (W)     SCALED    
 DT0303* NAVD 88     -      2531.252  (meters)    8304.62   (feet)  ADJUSTED  
 DT0303  ___________________________________________________________________
 DT0303  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0303  DYNAMIC HT  -        2527.099 (meters)    8290.99  (feet)  COMP
 DT0303  MODELED GRAV-     978,903.9   (mgal)                       NAVD 88
 DT0303
 DT0303  VERT ORDER  -  SECOND    CLASS 0
 DT0303
 DT0303.The horizontal coordinates were scaled from a topographic map and have
 DT0303.an estimated accuracy of +/- 6 seconds.
 DT0303
 DT0303.The orthometric height was determined by differential leveling
 DT0303.and adjusted by the National Geodetic Survey in June 1991..
 DT0303
 DT0303.The geoid height was determined by GEOID03.
 DT0303
 DT0303.The dynamic height is computed by dividing the NAVD 88
 DT0303.geopotential number by the normal gravity value computed on the
 DT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0303.degrees latitude (g = 980.6199 gals.).
 DT0303
 DT0303.The modeled gravity was interpolated from observed gravity values.
 DT0303
 DT0303;                    North         East    Units  Estimated Accuracy
 DT0303;SPC AZ E     -   331,960.      314,220.      MT  (+/- 180 meters Scaled)
 DT0303
 DT0303                          SUPERSEDED SURVEY CONTROL
 DT0303
 DT0303  NGVD 29 (??/??/92) 2530.134  (m)         8300.95   (f) ADJ UNCH    2 0
 DT0303
 DT0303.Superseded values are not recommended for survey control.
 DT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0303.See file dsdata.txt to determine how the superseded data were derived.
 DT0303
 DT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC778625(NAD 83)
 DT0303_MARKER: DB = BENCH MARK DISK
 DT0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0303_STAMPING: A 138 1935
 DT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0303+STABILITY: SURFACE MOTION
 DT0303
 DT0303  HISTORY     - Date     Condition        Report By
 DT0303  HISTORY     - 1935     MONUMENTED       CGS
 DT0303
 DT0303                          STATION DESCRIPTION
 DT0303
 DT0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0303'15.0 MI NE FROM NUTRIOSO.
 DT0303'15.0 MI. N AND E ALONG ST HWY NO. 81 AND STONE CREEK ROAD. 0.3 MI. W
 DT0303'OF FENCE CORNER, 30 FT. S OF CREEK BANK, 24 FT. S OF 24 INCH PINE
 DT0303'TREE, 15 FT. SW OF 30 INCH PINE TREE, 8 FT. N OF 18 INCH PINE TREE, ON
 DT0303'NE SLOPE AND 36 FT. N OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0701 ***********************************************************************
 DA0701  DESIGNATION -  A 14
 DA0701  PID         -  DA0701
 DA0701  STATE/COUNTY-  AZ/MARICOPA
 DA0701  USGS QUAD   -  GILA BEND (1973)
 DA0701
 DA0701                         *CURRENT SURVEY CONTROL
 DA0701  ___________________________________________________________________
 DA0701* NAD 83(1986)-  32 56 44.     (N)    112 43 18.     (W)     SCALED    
 DA0701* NAVD 88     -       226.045  (meters)     741.62   (feet)  ADJUSTED  
 DA0701  ___________________________________________________________________
 DA0701  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0701  DYNAMIC HT  -         225.779 (meters)     740.74  (feet)  COMP
 DA0701  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 DA0701
 DA0701  VERT ORDER  -  FIRST     CLASS II
 DA0701
 DA0701.The horizontal coordinates were scaled from a topographic map and have
 DA0701.an estimated accuracy of +/- 6 seconds.
 DA0701
 DA0701.The orthometric height was determined by differential leveling
 DA0701.and adjusted by the National Geodetic Survey in June 1991..
 DA0701
 DA0701.The geoid height was determined by GEOID03.
 DA0701
 DA0701.The dynamic height is computed by dividing the NAVD 88
 DA0701.geopotential number by the normal gravity value computed on the
 DA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0701.degrees latitude (g = 980.6199 gals.).
 DA0701
 DA0701.The modeled gravity was interpolated from observed gravity values.
 DA0701
 DA0701;                    North         East    Units  Estimated Accuracy
 DA0701;SPC AZ C     -   216,000.      138,090.      MT  (+/- 180 meters Scaled)
 DA0701
 DA0701                          SUPERSEDED SURVEY CONTROL
 DA0701
 DA0701  NGVD 29 (??/??/92)  225.478  (m)          739.76   (f) ADJ UNCH    1 2
 DA0701
 DA0701.Superseded values are not recommended for survey control.
 DA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0701.See file dsdata.txt to determine how the superseded data were derived.
 DA0701
 DA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB390465(NAD 83)
 DA0701_MARKER: DB = BENCH MARK DISK
 DA0701_SETTING: 0 = UNSPECIFIED SETTING
 DA0701_STAMPING: 739.756 A 14 1927
 DA0701_MARK LOGO: CGS   
 DA0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0701+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0701
 DA0701  HISTORY     - Date     Condition        Report By
 DA0701  HISTORY     - 1927     MONUMENTED       CGS
 DA0701  HISTORY     - 1973     GOOD             USGS
 DA0701  HISTORY     - 1980     GOOD             NGS
 DA0701  HISTORY     - 1980     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 19941201 POOR             USPSQD
 DA0701  HISTORY     - 20060128 GOOD             USPSQD
 DA0701  HISTORY     - 20060128 GOOD             USPSQD
 DA0701
 DA0701                          STATION DESCRIPTION
 DA0701
 DA0701'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0701'IN GILA BEND.
 DA0701'AT GILA BEND, 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE STATION, 93 YARDS NORTH OF THE MAIN TRACK, 80 FEET NORTH OF A
 DA0701'DOUBLE WOODEN POWER POLE WITH TRANSFORMER, 227 FEET EAST OF THE
 DA0701'NORTHEAST OF FENCE CORNER OF THE MOBILE OIL BULK PLANT, AND 25 FEET
 DA0701'WEST OF THE WEST EDGE OF A LOW BUILDING.
 DA0701
 DA0701                          STATION RECOVERY (1980)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0701'0.5 KILOMETER (0.3 MILE) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET IN TOP OF A CONCRETE
 DA0701'POST BEHIND HUTCHS CAFE, 85.3 METERS (280 FEET) NORTH OF THE NORTH
 DA0701'RAIL, 39.6 METERS (130 FEET) NORTH OF THE EASTERN OF TWO WOODEN
 DA0701'POLES SUPPORTING THREE TRANSFORMERS, 22.9 METERS (75 FEET) EAST OF
 DA0701'A POWER POLE AND 21.9 METERS (72 FEET) NORTHWEST OF THE NORTHWEST
 DA0701'CORNER OF A SMALL GRAY CONCRETE BUILDING.
 DA0701'THE MARK IS ABOVE LEVEL WITH TRACKS.
 DA0701
 DA0701                          STATION RECOVERY (1980)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0701'0.5 KILOMETER (0.3 MILE) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET IN TOP OF A CONCRETE
 DA0701'POST BEHIND HUTCHS CAFE, 85.3 METERS (280 FEET) NORTH OF THE NORTH
 DA0701'RAIL, 39.6 METERS (130 FEET) NORTH OF THE EASTERN OF TWO WOODEN
 DA0701'POLES SUPPORTING THREE TRANSFORMERS, 22.9 METERS (75 FEET) EAST OF
 DA0701'A POWER POLE AND 21.9 METERS (72 FEET) NORTHWEST OF THE NORTHWEST
 DA0701'CORNER OF A SMALL GRAY CONCRETE BUILDING.
 DA0701'THE MARK IS ABOVE LEVEL WITH TRACKS.
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'RECOVERED IN GOOD CONDITION.
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0701
 DA0701                          STATION RECOVERY (1994)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0701'MARK RECOVERED IN POOR CONDITION.
 DA0701
 DA0701                          STATION RECOVERY (2006)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0701'RECOVERED. ALL BUILDINGS DESCRIBED MISSING.  N32. 56.45.1
 DA0701'W112.43.18.0
 DA0701
 DA0701                          STATION RECOVERY (2006)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1482 ***********************************************************************
 GR1482  DESIGNATION -  A 14
 GR1482  PID         -  GR1482
 GR1482  STATE/COUNTY-  AZ/MOHAVE
 GR1482  USGS QUAD   -  BOULDER CANYON (1983)
 GR1482
 GR1482                         *CURRENT SURVEY CONTROL
 GR1482  ___________________________________________________________________
 GR1482* NAD 83(1992)-  36 07 50.87761(N)    114 36 15.24947(W)     ADJUSTED  
 GR1482* NAVD 88     -       326.7    (meters)    1072.     (feet)  VERTCON   
 GR1482  ___________________________________________________________________
 GR1482  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GR1482  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1482
 GR1482  HORZ ORDER  -  THIRD
 GR1482
 GR1482.The horizontal coordinates were established by classical geodetic methods
 GR1482.and adjusted by the National Geodetic Survey in August 1993..
 GR1482
 GR1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1482
 GR1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1482
 GR1482.The geoid height was determined by GEOID03.
 GR1482
 GR1482;                    North         East     Units Scale Factor Converg.
 GR1482;SPC AZ W     -   569,381.910   136,470.573   MT  1.00000615   -0 30 13.4
 GR1482;SPC AZ W     - 1,868,050.89    447,738.10   iFT  1.00000615   -0 30 13.4
 GR1482;SPC NV E     - 8,153,626.540   288,125.527   MT  0.99999566   +0 34 38.4
 GR1482;SPC NV E     -26,750,689.74    945,291.83   sFT  0.99999566   +0 34 38.4
 GR1482;UTM  11      - 4,001,114.694   715,586.699   MT  1.00017271   +1 24 47.4
 GR1482
 GR1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1482!SPC AZ W     -   0.99995311  x   1.00000615  =   0.99995926
 GR1482!SPC NV E     -   0.99995311  x   0.99999566  =   0.99994877
 GR1482!UTM  11      -   0.99995311  x   1.00017271  =   1.00012581
 GR1482
 GR1482:                Primary Azimuth Mark                     Grid Az
 GR1482:SPC AZ W     -  A 13                                     243 12 49.9
 GR1482:SPC NV E     -  A 13                                     242 07 58.1
 GR1482:UTM  11      -  A 13                                     241 17 49.1
 GR1482
 GR1482|---------------------------------------------------------------------|
 GR1482| PID    Reference Object                     Distance      Geod. Az  |
 GR1482|                                                           dddmmss.s |
 GR1482| GR1481 A 13                                448.772 METERS 2424236.5 |
 GR1482|---------------------------------------------------------------------|
 GR1482
 GR1482                          SUPERSEDED SURVEY CONTROL
 GR1482
 GR1482  NAD 83(1986)-  36 07 50.86418(N)    114 36 15.24070(W) AD(       ) 3
 GR1482  NGVD 29 (06/27/88)  326.0    (m)         1070.     (f) VERT ANG       
 GR1482
 GR1482.Superseded values are not recommended for survey control.
 GR1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1482.See file dsdata.txt to determine how the superseded data were derived.
 GR1482
 GR1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1558701115(NAD 83)
 GR1482_MARKER: DS = TRIANGULATION STATION DISK
 GR1482_SETTING: 66 = SET IN ROCK OUTCROP
 GR1482_SP_SET: SET IN BEDROCK
 GR1482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1482+STABILITY: POSITION/ELEVATION WELL
 GR1482
 GR1482  HISTORY     - Date     Condition        Report By
 GR1482  HISTORY     - 1948     MONUMENTED       USGS
 GR1482
 GR1482                          STATION DESCRIPTION
 GR1482
 GR1482'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1482'LOCATED ABOUT 3.6 MI E. OF BEACON ISLAND, ABOUT 0.6 MI SE. OF
 GR1482'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON STEEP, ROCKY SIDEHILL,
 GR1482'ABOUT 30 FT. BELOW HIGH WATER MARK.
 GR1482'
 GR1482'TO REACH NOT GIVEN.
 GR1482'
 GR1482'STATION MARK--STANDARD TABLET STAMPED---A14 1948---, CEMENTED IN
 GR1482'BEDROCK.
 GR1482'
 GR1482'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0606 ***********************************************************************
 CZ0606  DESIGNATION -  A 140
 CZ0606  PID         -  CZ0606
 CZ0606  STATE/COUNTY-  AZ/PIMA
 CZ0606  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0606
 CZ0606                         *CURRENT SURVEY CONTROL
 CZ0606  ___________________________________________________________________
 CZ0606* NAD 83(1986)-  32 25 57.     (N)    111 24 23.     (W)     SCALED    
 CZ0606* NAVD 88     -       643.90   (+/-2cm)    2112.5    (feet)  VERTCON   
 CZ0606  ___________________________________________________________________
 CZ0606  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0606
 CZ0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0606
 CZ0606.The horizontal coordinates were scaled from a topographic map and have
 CZ0606.an estimated accuracy of +/- 6 seconds.
 CZ0606
 CZ0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0606.The vertical order pertains to the NGVD 29 superseded value.
 CZ0606
 CZ0606.The geoid height was determined by GEOID03.
 CZ0606
 CZ0606;                    North         East    Units  Estimated Accuracy
 CZ0606;SPC AZ C     -   158,940.      261,350.      MT  (+/- 180 meters Scaled)
 CZ0606
 CZ0606                          SUPERSEDED SURVEY CONTROL
 CZ0606
 CZ0606  NGVD 29 (??/??/92)  643.364  (m)         2110.77   (f) ADJ UNCH    2 0
 CZ0606
 CZ0606.Superseded values are not recommended for survey control.
 CZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0606.See file dsdata.txt to determine how the superseded data were derived.
 CZ0606
 CZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA617884(NAD 83)
 CZ0606_MARKER: DB = BENCH MARK DISK
 CZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0606_STAMPING: A 140 1935
 CZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0606+STABILITY: SURFACE MOTION
 CZ0606
 CZ0606  HISTORY     - Date     Condition        Report By
 CZ0606  HISTORY     - 1935     MONUMENTED       CGS
 CZ0606  HISTORY     - 1951     GOOD             NGS
 CZ0606
 CZ0606                          STATION DESCRIPTION
 CZ0606
 CZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0606'19.2 MI W FROM RILLITO.
 CZ0606'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0606'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0606'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0606'MILES WEST ACORSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0606'THENCE 0.9 MILE SOUTHWEST ALONG A TRACK ROAD, 0.8 MILE SOUTH OF A T
 CZ0606'JUNCTION OF SILVER BELL ROAD, 28 1/2 FEET EAST OF THE CENTER LINE OF
 CZ0606'ROAD, 2.1 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 CZ0606'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0606'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0123 ***********************************************************************
 ES0123  DESIGNATION -  A 141
 ES0123  PID         -  ES0123
 ES0123  STATE/COUNTY-  AZ/NAVAJO
 ES0123  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0123
 ES0123                         *CURRENT SURVEY CONTROL
 ES0123  ___________________________________________________________________
 ES0123* NAD 83(1986)-  34 17 06.     (N)    110 06 46.     (W)     SCALED    
 ES0123* NAVD 88     -      1884.536  (meters)    6182.85   (feet)  ADJUSTED  
 ES0123  ___________________________________________________________________
 ES0123  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0123  DYNAMIC HT  -        1881.767 (meters)    6173.76  (feet)  COMP
 ES0123  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 ES0123
 ES0123  VERT ORDER  -  SECOND    CLASS 0
 ES0123
 ES0123.The horizontal coordinates were scaled from a topographic map and have
 ES0123.an estimated accuracy of +/- 6 seconds.
 ES0123
 ES0123.The orthometric height was determined by differential leveling
 ES0123.and adjusted by the National Geodetic Survey in June 1991..
 ES0123
 ES0123.The geoid height was determined by GEOID03.
 ES0123
 ES0123.The dynamic height is computed by dividing the NAVD 88
 ES0123.geopotential number by the normal gravity value computed on the
 ES0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0123.degrees latitude (g = 980.6199 gals.).
 ES0123
 ES0123.The modeled gravity was interpolated from observed gravity values.
 ES0123
 ES0123;                    North         East    Units  Estimated Accuracy
 ES0123;SPC AZ E     -   364,270.      218,320.      MT  (+/- 180 meters Scaled)
 ES0123
 ES0123                          SUPERSEDED SURVEY CONTROL
 ES0123
 ES0123  NGVD 29 (??/??/92) 1883.65   (m)         6179.9    (f) COMPUTED    2 0
 ES0123
 ES0123.Superseded values are not recommended for survey control.
 ES0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0123.See file dsdata.txt to determine how the superseded data were derived.
 ES0123
 ES0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC816941(NAD 83)
 ES0123_MARKER: DB = BENCH MARK DISK
 ES0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0123_STAMPING: A 141 1935
 ES0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0123+STABILITY: SURFACE MOTION
 ES0123
 ES0123  HISTORY     - Date     Condition        Report By
 ES0123  HISTORY     - 1935     MONUMENTED       CGS
 ES0123  HISTORY     - 1960     GOOD             USGS
 ES0123
 ES0123                          STATION DESCRIPTION
 ES0123
 ES0123'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0123'0.1 MI N FROM SHOW LOW.
 ES0123'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT SHOW
 ES0123'LOW, NAVAJO COUNTY, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 60,
 ES0123'THENCE 6.7 MILES NORTHWEST ALONG STATE HIGHWAY 160, 279 FEET SOUTHEAST
 ES0123'OF THE CENTERLINE OF THE HIGHWAY, 275 FEET SOUTHEAST OF A 6-FOOT
 ES0123'TUBULAR STEEL CULVERT, AND 115 FEET WEST OF A POWERLINE.  A STANDARD
 ES0123'DISK, STAMPED A 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0124 ***********************************************************************
 ES0124  DESIGNATION -  A 141 RESET
 ES0124  PID         -  ES0124
 ES0124  STATE/COUNTY-  AZ/NAVAJO
 ES0124  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0124
 ES0124                         *CURRENT SURVEY CONTROL
 ES0124  ___________________________________________________________________
 ES0124* NAD 83(1986)-  34 17 06.     (N)    110 06 46.     (W)     SCALED    
 ES0124* NAVD 88     -      1883.90   (meters)    6180.8    (feet)  RESET     
 ES0124  ___________________________________________________________________
 ES0124  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0124
 ES0124  VERT ORDER  -  THIRD
 ES0124
 ES0124.The horizontal coordinates were scaled from a topographic map and have
 ES0124.an estimated accuracy of +/- 6 seconds.
 ES0124
 ES0124.The orthometric height was computed from unverified reset data.
 ES0124
 ES0124.The geoid height was determined by GEOID03.
 ES0124
 ES0124;                    North         East    Units  Estimated Accuracy
 ES0124;SPC AZ E     -   364,270.      218,320.      MT  (+/- 180 meters Scaled)
 ES0124
 ES0124                          SUPERSEDED SURVEY CONTROL
 ES0124
 ES0124  NGVD 29 (??/??/??) 1883.02   (m)         6177.9    (f) RESET       3  
 ES0124
 ES0124.Superseded values are not recommended for survey control.
 ES0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0124.See file dsdata.txt to determine how the superseded data were derived.
 ES0124
 ES0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC816941(NAD 83)
 ES0124_MARKER: DB = BENCH MARK DISK
 ES0124_SETTING: 66 = SET IN ROCK OUTCROP
 ES0124_SP_SET: SANDSTONE ROCK
 ES0124_STAMPING: A 141 RESET 1966
 ES0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0124+STABILITY: POSITION/ELEVATION WELL
 ES0124
 ES0124  HISTORY     - Date     Condition        Report By
 ES0124  HISTORY     - 1966     MONUMENTED       AZHD
 ES0124
 ES0124                          STATION DESCRIPTION
 ES0124
 ES0124'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 ES0124'6.35 MI W FROM SHOW LOW.
 ES0124'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 60 FROM THE POST OFFICE
 ES0124'AT SHOW LOW TO THE JUNCTION OF STATE HIGHWAY 160, THENCE TURN RIGHT
 ES0124'AND GO 4.75 MILES NORTHWEST ALONG STATE HIGHWAY 160, SET IN THE TOP OF
 ES0124'A RED SANDSTONE ROCK 3 FT. X 10 IN. X 15 IN. PROJECTING 2 INCHES, 6
 ES0124'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 6 FEET EAST OF A 24 INCH
 ES0124'PINE TREE, ABOUT 600 FEET SOUTH OF THE ENTRANCE TO PINE RIDGE ESTATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0243 ***********************************************************************
 ES0243  DESIGNATION -  A 142
 ES0243  PID         -  ES0243
 ES0243  STATE/COUNTY-  AZ/NAVAJO
 ES0243  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0243
 ES0243                         *CURRENT SURVEY CONTROL
 ES0243  ___________________________________________________________________
 ES0243* NAD 83(1986)-  34 45 28.     (N)    110 42 11.     (W)     SCALED    
 ES0243* NAVD 88     -      1736.117  (meters)    5695.91   (feet)  ADJUSTED  
 ES0243  ___________________________________________________________________
 ES0243  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0243  DYNAMIC HT  -        1733.672 (meters)    5687.89  (feet)  COMP
 ES0243  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 ES0243
 ES0243  VERT ORDER  -  SECOND    CLASS 0
 ES0243
 ES0243.The horizontal coordinates were scaled from a topographic map and have
 ES0243.an estimated accuracy of +/- 6 seconds.
 ES0243
 ES0243.The orthometric height was determined by differential leveling
 ES0243.and adjusted by the National Geodetic Survey in June 1991..
 ES0243
 ES0243.The geoid height was determined by GEOID03.
 ES0243
 ES0243.The dynamic height is computed by dividing the NAVD 88
 ES0243.geopotential number by the normal gravity value computed on the
 ES0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0243.degrees latitude (g = 980.6199 gals.).
 ES0243
 ES0243.The modeled gravity was interpolated from observed gravity values.
 ES0243
 ES0243;                    North         East    Units  Estimated Accuracy
 ES0243;SPC AZ E     -   416,840.      164,260.      MT  (+/- 180 meters Scaled)
 ES0243
 ES0243                          SUPERSEDED SURVEY CONTROL
 ES0243
 ES0243  NGVD 29 (??/??/92) 1735.244  (m)         5693.05   (f) ADJ UNCH    2 0
 ES0243
 ES0243.Superseded values are not recommended for survey control.
 ES0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0243.See file dsdata.txt to determine how the superseded data were derived.
 ES0243
 ES0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD271462(NAD 83)
 ES0243_MARKER: DB = BENCH MARK DISK
 ES0243_SETTING: 66 = SET IN ROCK OUTCROP
 ES0243_SP_SET: CLIMESTONE OUTCROP
 ES0243_STAMPING: A-142 1935
 ES0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0243+STABILITY: POSITION/ELEVATION WELL
 ES0243
 ES0243  HISTORY     - Date     Condition        Report By
 ES0243  HISTORY     - 1935     MONUMENTED       CGS
 ES0243  HISTORY     - 1970     GOOD             USGS
 ES0243  HISTORY     - 1974     GOOD             NGS
 ES0243
 ES0243                          STATION DESCRIPTION
 ES0243
 ES0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0243'19.5 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0243'19.5 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  (20.5 MI NE OF
 ES0243'JCT OF ROAD TO WALLACE RANGER STA.)  ON THE EAST SLOPE OF A RIDGE, ON
 ES0243'A CURVE IN THE ROAD, 78 FEET E OF THE CENTERLINE OF THE ROAD, SET IN A
 ES0243'LARGE LIMESTONE OUTCROP.
 ES0243
 ES0243                          STATION RECOVERY (1970)
 ES0243
 ES0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0243'TO REACH FROM THE P.O. IN WINSLOW, AZ. DRIVE SOUTH ON STATE HWY 99
 ES0243'FOR 21.1 MILES, TURN LEFT THROUGH WIRE GATE, IMMEDIATELY TURN LEFT
 ES0243'AND FOLLOW TRACK ROAD UP OVER RED HILL AND DOWN ONTO FLATS FOR 0.3
 ES0243'MILES TO THE JUNCTION WITH A NORTH SOUTH TRACK, TAKE LEFT HAND TRACK
 ES0243'FOR 0.2 MILES TO OPPOSITE A WHITE ROCKY AREA ON THE RIGHT OF TRACK
 ES0243'ROAD. B.M. IS 90 FT. TO THE RIGHT (EAST) OF THE ROAD. TABLET IS SET
 ES0243'IN FLAT BED ROCK. A SMALL ROCK CAIRN IS ALONG SIDE OF THE TABLET.
 ES0243
 ES0243                          STATION RECOVERY (1974)
 ES0243
 ES0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0168 ***********************************************************************
 ES0168  DESIGNATION -  A 146 RESET
 ES0168  PID         -  ES0168
 ES0168  STATE/COUNTY-  AZ/NAVAJO
 ES0168  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0168
 ES0168                         *CURRENT SURVEY CONTROL
 ES0168  ___________________________________________________________________
 ES0168* NAD 83(1986)-  34 15 10.     (N)    110 02 07.     (W)     SCALED    
 ES0168* NAVD 88     -      1937.59   (meters)    6356.9    (feet)  RESET     
 ES0168  ___________________________________________________________________
 ES0168  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0168
 ES0168  VERT ORDER  -  THIRD
 ES0168
 ES0168.The horizontal coordinates were scaled from a topographic map and have
 ES0168.an estimated accuracy of +/- 6 seconds.
 ES0168
 ES0168.The orthometric height was computed from unverified reset data.
 ES0168
 ES0168.The geoid height was determined by GEOID03.
 ES0168
 ES0168;                    North         East    Units  Estimated Accuracy
 ES0168;SPC AZ E     -   360,700.      225,460.      MT  (+/- 180 meters Scaled)
 ES0168
 ES0168                          SUPERSEDED SURVEY CONTROL
 ES0168
 ES0168.No superseded survey control is available for this station.
 ES0168
 ES0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC888906(NAD 83)
 ES0168_MARKER: DB = BENCH MARK DISK
 ES0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0168_STAMPING: A 146 RESET 1972
 ES0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0168+STABILITY: SURFACE MOTION
 ES0168
 ES0168  HISTORY     - Date     Condition        Report By
 ES0168  HISTORY     - 1972     MONUMENTED       LOCENG
 ES0168
 ES0168                          STATION DESCRIPTION
 ES0168
 ES0168'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 ES0168'IN SHOW LOW.
 ES0168'AT SHOW LOW, AT THE NORTHEAST CORNER OF THE NEW POST OFFICE, SET IN
 ES0168'THE TOP OF A 9-INCH CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0320 ***********************************************************************
 DU0320  DESIGNATION -  A 147
 DU0320  PID         -  DU0320
 DU0320  STATE/COUNTY-  AZ/GILA
 DU0320  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0320
 DU0320                         *CURRENT SURVEY CONTROL
 DU0320  ___________________________________________________________________
 DU0320* NAD 83(1986)-  33 45 24.     (N)    110 30 52.     (W)     SCALED    
 DU0320* NAVD 88     -      1457.895  (meters)    4783.11   (feet)  ADJUSTED  
 DU0320  ___________________________________________________________________
 DU0320  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DU0320  DYNAMIC HT  -        1455.839 (meters)    4776.37  (feet)  COMP
 DU0320  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 DU0320
 DU0320  VERT ORDER  -  FIRST     CLASS II
 DU0320
 DU0320.The horizontal coordinates were scaled from a topographic map and have
 DU0320.an estimated accuracy of +/- 6 seconds.
 DU0320
 DU0320.The orthometric height was determined by differential leveling
 DU0320.and adjusted by the National Geodetic Survey in June 1991..
 DU0320
 DU0320.The geoid height was determined by GEOID03.
 DU0320
 DU0320.The dynamic height is computed by dividing the NAVD 88
 DU0320.geopotential number by the normal gravity value computed on the
 DU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0320.degrees latitude (g = 980.6199 gals.).
 DU0320
 DU0320.The modeled gravity was interpolated from observed gravity values.
 DU0320
 DU0320;                    North         East    Units  Estimated Accuracy
 DU0320;SPC AZ E     -   305,720.      181,140.      MT  (+/- 180 meters Scaled)
 DU0320
 DU0320                          SUPERSEDED SURVEY CONTROL
 DU0320
 DU0320  NGVD 29 (??/??/92) 1457.217  (m)         4780.89   (f) ADJ UNCH    1 2
 DU0320
 DU0320.Superseded values are not recommended for survey control.
 DU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0320.See file dsdata.txt to determine how the superseded data were derived.
 DU0320
 DU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC449352(NAD 83)
 DU0320_MARKER: DB = BENCH MARK DISK
 DU0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0320_SP_SET: CULVERT
 DU0320_STAMPING: A 147 1960
 DU0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0320
 DU0320  HISTORY     - Date     Condition        Report By
 DU0320  HISTORY     - 1960     MONUMENTED       CGS
 DU0320  HISTORY     - 1979     GOOD             NGS
 DU0320  HISTORY     - 19960918 GOOD             USPSQD
 DU0320
 DU0320                          STATION DESCRIPTION
 DU0320
 DU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0320'IN SENECA.
 DU0320'AT SENECA, 190 FEET SOUTHWEST AND ACROSS U. S. HIGHWAY 60 AND STATE
 DU0320'HIGHWAYS 77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE, IN
 DU0320'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 4-CHANNEL
 DU0320'CONCRETE CULVERT OVER A CREEK, 31 FEET WEST OF THE CENTER LINE OF THE
 DU0320'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0320
 DU0320                          STATION RECOVERY (1979)
 DU0320
 DU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0320'5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0320'IN SALT RIVER CANYON, 0.25 MILE NORTHEAST OF MILE POST 287, SET IN
 DU0320'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 4 CHANNEL CONCRETE
 DU0320'CULVERT, 150 FEET SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST,
 DU0320'AND 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0320'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0320'COURTHOUSE IN GLOBE.
 DU0320'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU0320
 DU0320                          STATION RECOVERY (1996)
 DU0320
 DU0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0557 ***********************************************************************
 CY0557  DESIGNATION -  A 15
 CY0557  PID         -  CY0557
 CY0557  STATE/COUNTY-  AZ/GRAHAM
 CY0557  USGS QUAD   -  THATCHER (1985)
 CY0557
 CY0557                         *CURRENT SURVEY CONTROL
 CY0557  ___________________________________________________________________
 CY0557* NAD 83(1986)-  32 50 32.     (N)    109 45 40.     (W)     SCALED    
 CY0557* NAVD 88     -       894.261  (meters)    2933.92   (feet)  ADJUSTED  
 CY0557  ___________________________________________________________________
 CY0557  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0557  DYNAMIC HT  -         893.005 (meters)    2929.80  (feet)  COMP
 CY0557  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0557
 CY0557  VERT ORDER  -  FIRST     CLASS II
 CY0557
 CY0557.The horizontal coordinates were scaled from a topographic map and have
 CY0557.an estimated accuracy of +/- 6 seconds.
 CY0557
 CY0557.The orthometric height was determined by differential leveling
 CY0557.and adjusted by the National Geodetic Survey in June 1991..
 CY0557
 CY0557.The geoid height was determined by GEOID03.
 CY0557
 CY0557.The dynamic height is computed by dividing the NAVD 88
 CY0557.geopotential number by the normal gravity value computed on the
 CY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0557.degrees latitude (g = 980.6199 gals.).
 CY0557
 CY0557.The modeled gravity was interpolated from observed gravity values.
 CY0557
 CY0557;                    North         East    Units  Estimated Accuracy
 CY0557;SPC AZ E     -   204,330.      251,320.      MT  (+/- 180 meters Scaled)
 CY0557
 CY0557                          SUPERSEDED SURVEY CONTROL
 CY0557
 CY0557  NGVD 29 (??/??/92)  893.659  (m)         2931.95   (f) ADJ UNCH    1 2
 CY0557
 CY0557.Superseded values are not recommended for survey control.
 CY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0557.See file dsdata.txt to determine how the superseded data were derived.
 CY0557
 CY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB159344(NAD 83)
 CY0557_MARKER: DB = BENCH MARK DISK
 CY0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0557_SP_SET: BASE
 CY0557_STAMPING: A 15 1932 2931.946
 CY0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0557
 CY0557  HISTORY     - Date     Condition        Report By
 CY0557  HISTORY     - 1932     MONUMENTED       CGS
 CY0557  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0557
 CY0557                          STATION DESCRIPTION
 CY0557
 CY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0557'IN THATCHER.
 CY0557'IN CONCRETE BASE OF SIGNAL TOWER, IN FRONT OF THATCHER DEPOT, 40 FT.
 CY0557'SOUTHWEST OF SOUTHERN PACIFIC RAILROAD CENTER LINE, 10 FT. NORTHEAST
 CY0557'OF DEPOT.
 CY0557
 CY0557                          STATION RECOVERY (1979)
 CY0557
 CY0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0557'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS AREA HAS CHANGED
 CY0557'EXTENSIVELY.  THE STATION AND SIGNAL TOWER HAVE BEEN TORN DOWN.  THE
 CY0557'MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1483 ***********************************************************************
 GR1483  DESIGNATION -  A 15
 GR1483  PID         -  GR1483
 GR1483  STATE/COUNTY-  AZ/MOHAVE
 GR1483  USGS QUAD   -  BOULDER CANYON (1983)
 GR1483
 GR1483                         *CURRENT SURVEY CONTROL
 GR1483  ___________________________________________________________________
 GR1483* NAD 83(1992)-  36 08 06.34527(N)    114 35 48.03147(W)     ADJUSTED  
 GR1483* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1483  ___________________________________________________________________
 GR1483  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 GR1483  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1483
 GR1483  HORZ ORDER  -  THIRD
 GR1483
 GR1483.The horizontal coordinates were established by classical geodetic methods
 GR1483.and adjusted by the National Geodetic Survey in August 1993..
 GR1483
 GR1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1483
 GR1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1483
 GR1483.The geoid height was determined by GEOID03.
 GR1483
 GR1483;                    North         East     Units Scale Factor Converg.
 GR1483;SPC AZ W     -   569,852.692   137,155.266   MT  1.00000486   -0 29 57.5
 GR1483;SPC AZ W     - 1,869,595.45    449,984.47   iFT  1.00000486   -0 29 57.5
 GR1483;SPC NV E     - 8,154,110.152   288,801.209   MT  0.99999713   +0 34 54.7
 GR1483;SPC NV E     -26,752,276.39    947,508.63   sFT  0.99999713   +0 34 54.7
 GR1483;UTM  11      - 4,001,608.199   716,255.373   MT  1.00017627   +1 25 04.0
 GR1483
 GR1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1483!SPC AZ W     -   0.99995075  x   1.00000486  =   0.99995561
 GR1483!SPC NV E     -   0.99995075  x   0.99999713  =   0.99994788
 GR1483!UTM  11      -   0.99995075  x   1.00017627  =   1.00012701
 GR1483
 GR1483:                Primary Azimuth Mark                     Grid Az
 GR1483:SPC AZ W     -  A 14                                     235 29 18.0
 GR1483:SPC NV E     -  A 14                                     234 24 25.8
 GR1483:UTM  11      -  A 14                                     233 34 16.5
 GR1483
 GR1483|---------------------------------------------------------------------|
 GR1483| PID    Reference Object                     Distance      Geod. Az  |
 GR1483|                                                           dddmmss.s |
 GR1483| GR1482 A 14                                APPROX. 0.8 KM 2345920.5 |
 GR1483|---------------------------------------------------------------------|
 GR1483
 GR1483                          SUPERSEDED SURVEY CONTROL
 GR1483
 GR1483  NAD 83(1986)-  36 08 06.33186(N)    114 35 48.02303(W) AD(       ) 3
 GR1483  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG       
 GR1483
 GR1483.Superseded values are not recommended for survey control.
 GR1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1483.See file dsdata.txt to determine how the superseded data were derived.
 GR1483
 GR1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1625501608(NAD 83)
 GR1483_MARKER: DS = TRIANGULATION STATION DISK
 GR1483_SETTING: 66 = SET IN ROCK OUTCROP
 GR1483_SP_SET: SET IN BEDROCK
 GR1483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1483+STABILITY: POSITION/ELEVATION WELL
 GR1483
 GR1483  HISTORY     - Date     Condition        Report By
 GR1483  HISTORY     - 1948     MONUMENTED       USGS
 GR1483
 GR1483                          STATION DESCRIPTION
 GR1483
 GR1483'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1483'LOCATED ABOUT 4 MI E. OF BEACON ISLAND, ABOUT 0.9 MI E. OF N.P.S.
 GR1483'REFLECTOR.  IN BOULDER CANYON, ON SMALL, SHARP RIDGE, ABOUT 15 FT.
 GR1483'BELOW HIGH WATER MARK.
 GR1483'
 GR1483'TO REACH NOT GIVEN.
 GR1483'
 GR1483'STATION MARK--STANDARD TABLET STAMPED---A15 1948---, CEMENTED IN
 GR1483'BEDROCK.
 GR1483'
 GR1483'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0174 ***********************************************************************
 DU0174  DESIGNATION -  A 150
 DU0174  PID         -  DU0174
 DU0174  STATE/COUNTY-  AZ/GRAHAM
 DU0174  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0174
 DU0174                         *CURRENT SURVEY CONTROL
 DU0174  ___________________________________________________________________
 DU0174* NAD 83(1986)-  33 20 31.     (N)    110 19 42.     (W)     SCALED    
 DU0174* NAVD 88     -      1155.295  (meters)    3790.33   (feet)  ADJUSTED  
 DU0174  ___________________________________________________________________
 DU0174  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DU0174  DYNAMIC HT  -        1153.693 (meters)    3785.07  (feet)  COMP
 DU0174  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 DU0174
 DU0174  VERT ORDER  -  SECOND    CLASS 0
 DU0174
 DU0174.The horizontal coordinates were scaled from a topographic map and have
 DU0174.an estimated accuracy of +/- 6 seconds.
 DU0174
 DU0174.The orthometric height was determined by differential leveling
 DU0174.and adjusted by the National Geodetic Survey in June 1991..
 DU0174
 DU0174.The geoid height was determined by GEOID03.
 DU0174
 DU0174.The dynamic height is computed by dividing the NAVD 88
 DU0174.geopotential number by the normal gravity value computed on the
 DU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0174.degrees latitude (g = 980.6199 gals.).
 DU0174
 DU0174.The modeled gravity was interpolated from observed gravity values.
 DU0174
 DU0174;                    North         East    Units  Estimated Accuracy
 DU0174;SPC AZ E     -   259,680.      198,310.      MT  (+/- 180 meters Scaled)
 DU0174
 DU0174                          SUPERSEDED SURVEY CONTROL
 DU0174
 DU0174  NGVD 29 (??/??/92) 1154.677  (m)         3788.30   (f) ADJ UNCH    2 0
 DU0174
 DU0174.Superseded values are not recommended for survey control.
 DU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0174.See file dsdata.txt to determine how the superseded data were derived.
 DU0174
 DU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB625893(NAD 83)
 DU0174_MARKER: DB = BENCH MARK DISK
 DU0174_SETTING: 66 = SET IN ROCK OUTCROP
 DU0174_SP_SET: ROCK LEDGE
 DU0174_STAMPING: A 150 1935
 DU0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0174+STABILITY: POSITION/ELEVATION WELL
 DU0174
 DU0174  HISTORY     - Date     Condition        Report By
 DU0174  HISTORY     - 1935     MONUMENTED       CGS
 DU0174  HISTORY     - 1961     GOOD             NGS
 DU0174  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0174
 DU0174                          STATION DESCRIPTION
 DU0174
 DU0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0174'11.7 MI E FROM SAN CARLOS.
 DU0174'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0174'SAN CARLOS, GILA COUNTY, THENCE 2.2 MILES SOUTHWEST ALONG THE
 DU0174'HACKBERRY WASH ROAD, AT THE CROSSING OF THE WASH, 26 FEET EAST OF THE
 DU0174'CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD
 DU0174'DISK, STAMPED A 150 1935.  NOTE-- CEMENT BINDING AROUND THE DISK IS
 DU0174'BREAKING OFF.
 DU0174
 DU0174                          STATION RECOVERY (1965)
 DU0174
 DU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0391 ***********************************************************************
 DT0391  DESIGNATION -  A 153
 DT0391  PID         -  DT0391
 DT0391  STATE/COUNTY-  AZ/GRAHAM
 DT0391  USGS QUAD   -  BONITA TANK (1989)
 DT0391
 DT0391                         *CURRENT SURVEY CONTROL
 DT0391  ___________________________________________________________________
 DT0391* NAD 83(1986)-  33 14 21.     (N)    109 49 39.     (W)     SCALED    
 DT0391* NAVD 88     -      1523.752  (meters)    4999.18   (feet)  ADJUSTED  
 DT0391  ___________________________________________________________________
 DT0391  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DT0391  DYNAMIC HT  -        1521.486 (meters)    4991.74  (feet)  COMP
 DT0391  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 DT0391
 DT0391  VERT ORDER  -  SECOND    CLASS 0
 DT0391
 DT0391.The horizontal coordinates were scaled from a topographic map and have
 DT0391.an estimated accuracy of +/- 6 seconds.
 DT0391
 DT0391.The orthometric height was determined by differential leveling
 DT0391.and adjusted by the National Geodetic Survey in June 1991..
 DT0391
 DT0391.The geoid height was determined by GEOID03.
 DT0391
 DT0391.The dynamic height is computed by dividing the NAVD 88
 DT0391.geopotential number by the normal gravity value computed on the
 DT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0391.degrees latitude (g = 980.6199 gals.).
 DT0391
 DT0391.The modeled gravity was interpolated from observed gravity values.
 DT0391
 DT0391;                    North         East    Units  Estimated Accuracy
 DT0391;SPC AZ E     -   248,330.      244,970.      MT  (+/- 180 meters Scaled)
 DT0391
 DT0391                          SUPERSEDED SURVEY CONTROL
 DT0391
 DT0391  NGVD 29 (??/??/92) 1523.002  (m)         4996.72   (f) ADJ UNCH    2 0
 DT0391
 DT0391.Superseded values are not recommended for survey control.
 DT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0391.See file dsdata.txt to determine how the superseded data were derived.
 DT0391
 DT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB092784(NAD 83)
 DT0391_MARKER: DB = BENCH MARK DISK
 DT0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0391_STAMPING: A 153 1935
 DT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0391+STABILITY: SURFACE MOTION
 DT0391
 DT0391  HISTORY     - Date     Condition        Report By
 DT0391  HISTORY     - 1935     MONUMENTED       CGS
 DT0391
 DT0391                          STATION DESCRIPTION
 DT0391
 DT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0391'16.3 MI SE FROM ASH CREEK RANCH.
 DT0391'16.3 MI. SE ALONG ROAD TO HAT RANCH.  (17.1 MI. N.W. OF HAT RANCH.)
 DT0391'0.1 MI. SE OF WASH CROSSING AND 42 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0287 ***********************************************************************
 ET0287  DESIGNATION -  A 155
 ET0287  PID         -  ET0287
 ET0287  STATE/COUNTY-  AZ/YAVAPAI
 ET0287  USGS QUAD   -  CLEATOR (1974)
 ET0287
 ET0287                         *CURRENT SURVEY CONTROL
 ET0287  ___________________________________________________________________
 ET0287* NAD 83(1986)-  34 17 52.     (N)    112 08 24.     (W)     SCALED    
 ET0287* NAVD 88     -      1172.05   (+/-2cm)    3845.3    (feet)  VERTCON   
 ET0287  ___________________________________________________________________
 ET0287  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET0287
 ET0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0287
 ET0287.The horizontal coordinates were scaled from a topographic map and have
 ET0287.an estimated accuracy of +/- 6 seconds.
 ET0287
 ET0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0287.The vertical order pertains to the NGVD 29 superseded value.
 ET0287
 ET0287.The geoid height was determined by GEOID03.
 ET0287
 ET0287;                    North         East    Units  Estimated Accuracy
 ET0287;SPC AZ C     -   365,700.      192,800.      MT  (+/- 180 meters Scaled)
 ET0287
 ET0287                          SUPERSEDED SURVEY CONTROL
 ET0287
 ET0287  NGVD 29 (??/??/92) 1171.353  (m)         3843.01   (f) ADJ UNCH    2 0
 ET0287
 ET0287.Superseded values are not recommended for survey control.
 ET0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0287.See file dsdata.txt to determine how the superseded data were derived.
 ET0287
 ET0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC950957(NAD 83)
 ET0287_MARKER: DB = BENCH MARK DISK
 ET0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0287_STAMPING: A 155 1935
 ET0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0287+STABILITY: SURFACE MOTION
 ET0287
 ET0287  HISTORY     - Date     Condition        Report By
 ET0287  HISTORY     - 1935     MONUMENTED       CGS
 ET0287  HISTORY     - 1952     GOOD             NGS
 ET0287  HISTORY     - 1958     GOOD             NGS
 ET0287
 ET0287                          STATION DESCRIPTION
 ET0287
 ET0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0287'1.8 MI E FROM CORDES.
 ET0287'1.8 MILES EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0287'CORDES, 0.15 MILE NORTHWEST OF THE SUMMIT OF A GRADE, ABOUT 65 YARDS
 ET0287'NORTHWEST OF THE CROSSING OF A WASH, ON THE SOUTHEAST SLOPE AND NEAR
 ET0287'THE TOP OF A RIDGE, 39 FEET SOUTHWEST OF THE CENTER LINE OF AND ABOUT
 ET0287'LEVEL WITH THE ROAD, 2.1 FEET NORTHEAST OF A WITNESS POST, AND SET IN
 ET0287'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0287'NOTE-- CORDES TO 37.0 MI. SE OF CORDES.
 ET0287
 ET0287                          STATION RECOVERY (1958)
 ET0287
 ET0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0122 ***********************************************************************
 DU0122  DESIGNATION -  A 16
 DU0122  PID         -  DU0122
 DU0122  STATE/COUNTY-  AZ/GRAHAM
 DU0122  USGS QUAD   -  DEWEY FLAT (1989)
 DU0122
 DU0122                         *CURRENT SURVEY CONTROL
 DU0122  ___________________________________________________________________
 DU0122* NAD 83(1986)-  33 13 12.     (N)    110 19 26.     (W)     SCALED    
 DU0122* NAVD 88     -       777.612  (meters)    2551.22   (feet)  ADJUSTED  
 DU0122  ___________________________________________________________________
 DU0122  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0122  DYNAMIC HT  -         776.570 (meters)    2547.80  (feet)  COMP
 DU0122  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 DU0122
 DU0122  VERT ORDER  -  FIRST     CLASS II
 DU0122
 DU0122.The horizontal coordinates were scaled from a topographic map and have
 DU0122.an estimated accuracy of +/- 6 seconds.
 DU0122
 DU0122.The orthometric height was determined by differential leveling
 DU0122.and adjusted by the National Geodetic Survey in June 1991..
 DU0122
 DU0122.The geoid height was determined by GEOID03.
 DU0122
 DU0122.The dynamic height is computed by dividing the NAVD 88
 DU0122.geopotential number by the normal gravity value computed on the
 DU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0122.degrees latitude (g = 980.6199 gals.).
 DU0122
 DU0122.The modeled gravity was interpolated from observed gravity values.
 DU0122
 DU0122;                    North         East    Units  Estimated Accuracy
 DU0122;SPC AZ E     -   246,160.      198,710.      MT  (+/- 180 meters Scaled)
 DU0122
 DU0122                          SUPERSEDED SURVEY CONTROL
 DU0122
 DU0122  NGVD 29 (??/??/92)  777.040  (m)         2549.34   (f) ADJ UNCH    1 2
 DU0122
 DU0122.Superseded values are not recommended for survey control.
 DU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0122.See file dsdata.txt to determine how the superseded data were derived.
 DU0122
 DU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB630758(NAD 83)
 DU0122_MARKER: DB = BENCH MARK DISK
 DU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0122_STAMPING: 2549.339 A 16 1933
 DU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0122+STABILITY: SURFACE MOTION
 DU0122
 DU0122  HISTORY     - Date     Condition        Report By
 DU0122  HISTORY     - 1933     MONUMENTED       CGS
 DU0122
 DU0122                          STATION DESCRIPTION
 DU0122
 DU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0122'15.3 MI SE FROM SAN CARLOS.
 DU0122'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.0 MILES NORTHWEST OF NACHES
 DU0122'SIDING, 2200 FEET SOUTHEAST OF MILEPOST 1186, 16 FEET SOUTHWEST OF
 DU0122'RAILROAD CENTER-LINE, AT SOUTHEAST END OF RAILROAD GRADE EXCAVATION OF
 DU0122'LIME-STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1484 ***********************************************************************
 GR1484  DESIGNATION -  A 16
 GR1484  PID         -  GR1484
 GR1484  STATE/COUNTY-  AZ/MOHAVE
 GR1484  USGS QUAD   -  BOULDER CANYON (1983)
 GR1484
 GR1484                         *CURRENT SURVEY CONTROL
 GR1484  ___________________________________________________________________
 GR1484* NAD 83(1992)-  36 08 17.90622(N)    114 35 30.68114(W)     ADJUSTED  
 GR1484* NAVD 88     -       438.7    (meters)    1439.     (feet)  VERTCON   
 GR1484  ___________________________________________________________________
 GR1484  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GR1484  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1484
 GR1484  HORZ ORDER  -  THIRD
 GR1484
 GR1484.The horizontal coordinates were established by classical geodetic methods
 GR1484.and adjusted by the National Geodetic Survey in August 1993..
 GR1484
 GR1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1484
 GR1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1484
 GR1484.The geoid height was determined by GEOID03.
 GR1484
 GR1484;                    North         East     Units Scale Factor Converg.
 GR1484;SPC AZ W     -   570,205.249   137,592.144   MT  1.00000404   -0 29 47.4
 GR1484;SPC AZ W     - 1,870,752.13    451,417.80   iFT  1.00000404   -0 29 47.4
 GR1484;SPC NV E     - 8,154,470.888   289,231.354   MT  0.99999808   +0 35 05.1
 GR1484;SPC NV E     -26,753,459.91    948,919.87   sFT  0.99999808   +0 35 05.1
 GR1484;UTM  11      - 4,001,975.238   716,680.286   MT  1.00017853   +1 25 14.6
 GR1484
 GR1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1484!SPC AZ W     -   0.99993553  x   1.00000404  =   0.99993957
 GR1484!SPC NV E     -   0.99993553  x   0.99999808  =   0.99993361
 GR1484!UTM  11      -   0.99993553  x   1.00017853  =   1.00011405
 GR1484
 GR1484:                Primary Azimuth Mark                     Grid Az
 GR1484:SPC AZ W     -  A 15                                     231 05 48.2
 GR1484:SPC NV E     -  A 15                                     230 00 55.7
 GR1484:UTM  11      -  A 15                                     229 10 46.2
 GR1484
 GR1484|---------------------------------------------------------------------|
 GR1484| PID    Reference Object                     Distance      Geod. Az  |
 GR1484|                                                           dddmmss.s |
 GR1484| GR1483 A 15                                APPROX. 0.6 KM 2303600.8 |
 GR1484|---------------------------------------------------------------------|
 GR1484
 GR1484                          SUPERSEDED SURVEY CONTROL
 GR1484
 GR1484  NAD 83(1986)-  36 08 17.89288(N)    114 35 30.67288(W) AD(       ) 3
 GR1484  NGVD 29 (06/27/88)  438.0    (m)         1437.     (f) VERT ANG       
 GR1484
 GR1484.Superseded values are not recommended for survey control.
 GR1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1484.See file dsdata.txt to determine how the superseded data were derived.
 GR1484
 GR1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1668001975(NAD 83)
 GR1484_MARKER: DS = TRIANGULATION STATION DISK
 GR1484_SETTING: 66 = SET IN ROCK OUTCROP
 GR1484_SP_SET: SET IN ROCK OUTCROP
 GR1484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1484+STABILITY: POSITION/ELEVATION WELL
 GR1484
 GR1484  HISTORY     - Date     Condition        Report By
 GR1484  HISTORY     - 1948     MONUMENTED       USGS
 GR1484
 GR1484                          STATION DESCRIPTION
 GR1484
 GR1484'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1484'LOCATED ABOUT 4.3 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1484'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON ROCK OUTCROP ON SIDEHILL,
 GR1484'ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GR1484'
 GR1484'TO REACH NOT GIVEN.
 GR1484'
 GR1484'STATION MARK--STANDARD TABLET STAMPED---A16 1948---, CEMENTED IN
 GR1484'ROCK OUTCROP.
 GR1484'
 GR1484'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0248 ***********************************************************************
 DU0248  DESIGNATION -  A 17
 DU0248  PID         -  DU0248
 DU0248  STATE/COUNTY-  AZ/GILA
 DU0248  USGS QUAD   -  GLOBE (1982)
 DU0248
 DU0248                         *CURRENT SURVEY CONTROL
 DU0248  ___________________________________________________________________
 DU0248* NAD 83(1986)-  33 28 53.     (N)    110 51 04.     (W)     SCALED    
 DU0248* NAVD 88     -       952.164  (meters)    3123.89   (feet)  ADJUSTED  
 DU0248  ___________________________________________________________________
 DU0248  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0248  DYNAMIC HT  -         950.891 (meters)    3119.71  (feet)  COMP
 DU0248  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 DU0248
 DU0248  VERT ORDER  -  FIRST     CLASS II
 DU0248
 DU0248.The horizontal coordinates were scaled from a topographic map and have
 DU0248.an estimated accuracy of +/- 6 seconds.
 DU0248
 DU0248.The orthometric height was determined by differential leveling
 DU0248.and adjusted by the National Geodetic Survey in June 1991..
 DU0248
 DU0248.The geoid height was determined by GEOID03.
 DU0248
 DU0248.The dynamic height is computed by dividing the NAVD 88
 DU0248.geopotential number by the normal gravity value computed on the
 DU0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0248.degrees latitude (g = 980.6199 gals.).
 DU0248
 DU0248.The modeled gravity was interpolated from observed gravity values.
 DU0248
 DU0248;                    North         East    Units  Estimated Accuracy
 DU0248;SPC AZ E     -   275,350.      149,750.      MT  (+/- 180 meters Scaled)
 DU0248
 DU0248                          SUPERSEDED SURVEY CONTROL
 DU0248
 DU0248  NGVD 29 (??/??/92)  951.560  (m)         3121.91   (f) ADJ UNCH    1 2
 DU0248
 DU0248.Superseded values are not recommended for survey control.
 DU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0248.See file dsdata.txt to determine how the superseded data were derived.
 DU0248
 DU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC138046(NAD 83)
 DU0248_MARKER: DB = BENCH MARK DISK
 DU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0248_STAMPING: 3121.910 A 17 1933
 DU0248_PROJECTION: PROJECTING 61 CENTIMETERS
 DU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0248+STABILITY: SURFACE MOTION
 DU0248
 DU0248  HISTORY     - Date     Condition        Report By
 DU0248  HISTORY     - 1933     MONUMENTED       CGS
 DU0248  HISTORY     - 1979     GOOD             NGS
 DU0248
 DU0248                          STATION DESCRIPTION
 DU0248
 DU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0248'8.1 MI N FROM GLOBE.
 DU0248'8.1 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, 2.7 MILES
 DU0248'NORTHWEST OF A BRIDGE OVER PINAL CREEK, 450 FEET SOUTHWEST OF A DIP,
 DU0248'30 FEET SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING TO MONEY METAL
 DU0248'MINE, AND 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  SET IN
 DU0248'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 DU0248
 DU0248                          STATION RECOVERY (1979)
 DU0248
 DU0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0248'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DU0248'GILA COUNTY COURTHOUSE IN GLOBE, THENCE NORTH ALONG STATE HIGHWAY
 DU0248'88 (APACHE TRAIL), 60 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 DU0248'A CATTLE GUARD, 30 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 DU0248'LEADING WEST, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0248'9 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE
 DU0248'PETE SANFORD RESIDENCE AND 4 FEET WEST OF A FENCE.
 DU0248'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1485 ***********************************************************************
 GR1485  DESIGNATION -  A 17
 GR1485  PID         -  GR1485
 GR1485  STATE/COUNTY-  AZ/MOHAVE
 GR1485  USGS QUAD   -  BOULDER CANYON (1983)
 GR1485
 GR1485                         *CURRENT SURVEY CONTROL
 GR1485  ___________________________________________________________________
 GR1485* NAD 83(1992)-  36 08 23.05253(N)    114 35 31.66058(W)     ADJUSTED  
 GR1485* NAVD 88     -       320.7    (meters)    1052.     (feet)  VERTCON   
 GR1485  ___________________________________________________________________
 GR1485  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GR1485  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GR1485
 GR1485  HORZ ORDER  -  THIRD
 GR1485
 GR1485.The horizontal coordinates were established by classical geodetic methods
 GR1485.and adjusted by the National Geodetic Survey in August 1993..
 GR1485
 GR1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1485
 GR1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1485
 GR1485.The geoid height was determined by GEOID03.
 GR1485
 GR1485;                    North         East     Units Scale Factor Converg.
 GR1485;SPC AZ W     -   570,364.079   137,569.032   MT  1.00000409   -0 29 48.0
 GR1485;SPC AZ W     - 1,871,273.23    451,341.97   iFT  1.00000409   -0 29 48.0
 GR1485;SPC NV E     - 8,154,629.252   289,205.249   MT  0.99999802   +0 35 04.6
 GR1485;SPC NV E     -26,753,979.47    948,834.22   sFT  0.99999802   +0 35 04.6
 GR1485;UTM  11      - 4,002,133.234   716,651.868   MT  1.00017838   +1 25 14.2
 GR1485
 GR1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1485!SPC AZ W     -   0.99995405  x   1.00000409  =   0.99995814
 GR1485!SPC NV E     -   0.99995405  x   0.99999802  =   0.99995207
 GR1485!UTM  11      -   0.99995405  x   1.00017838  =   1.00013242
 GR1485
 GR1485                          SUPERSEDED SURVEY CONTROL
 GR1485
 GR1485  NAD 83(1986)-  36 08 23.03908(N)    114 35 31.65239(W) AD(       ) 3
 GR1485  NGVD 29 (06/27/88)  320.0    (m)         1050.     (f) VERT ANG       
 GR1485
 GR1485.Superseded values are not recommended for survey control.
 GR1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1485.See file dsdata.txt to determine how the superseded data were derived.
 GR1485
 GR1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1665202133(NAD 83)
 GR1485_MARKER: DS = TRIANGULATION STATION DISK
 GR1485_SETTING: 66 = SET IN ROCK OUTCROP
 GR1485_SP_SET: SET IN ROCK OUTCROP
 GR1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1485+STABILITY: POSITION/ELEVATION WELL
 GR1485
 GR1485  HISTORY     - Date     Condition        Report By
 GR1485  HISTORY     - 1948     MONUMENTED       USGS
 GR1485
 GR1485                          STATION DESCRIPTION
 GR1485
 GR1485'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1485'NOT OCCUPIED.
 GR1485'
 GR1485'LOCATED ABOUT 4.4 MI NE. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1485'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SHARP POINT, ABOUT 10 FT.
 GR1485'ABOVE HIGH WATER MARK.
 GR1485'
 GR1485'STATION MARK--STANDARD TABLET STAMPED---A17 1948---, CEMENTED IN
 GR1485'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0281 ***********************************************************************
 DU0281  DESIGNATION -  A 18
 DU0281  PID         -  DU0281
 DU0281  STATE/COUNTY-  AZ/GILA
 DU0281  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0281
 DU0281                         *CURRENT SURVEY CONTROL
 DU0281  ___________________________________________________________________
 DU0281* NAD 83(1986)-  33 08 11.     (N)    110 47 54.     (W)     SCALED    
 DU0281* NAVD 88     -       821.86   (+/-2cm)    2696.4    (feet)  VERTCON   
 DU0281  ___________________________________________________________________
 DU0281  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DU0281
 DU0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0281
 DU0281.The horizontal coordinates were scaled from a topographic map and have
 DU0281.an estimated accuracy of +/- 6 seconds.
 DU0281
 DU0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0281.The vertical order pertains to the NGVD 29 superseded value.
 DU0281
 DU0281.The geoid height was determined by GEOID03.
 DU0281
 DU0281;                    North         East    Units  Estimated Accuracy
 DU0281;SPC AZ E     -   237,050.      154,430.      MT  (+/- 180 meters Scaled)
 DU0281
 DU0281                          SUPERSEDED SURVEY CONTROL
 DU0281
 DU0281  NGVD 29 (??/??/92)  821.237  (m)         2694.34   (f) ADJ UNCH    2 0
 DU0281
 DU0281.Superseded values are not recommended for survey control.
 DU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0281.See file dsdata.txt to determine how the superseded data were derived.
 DU0281
 DU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB188664(NAD 83)
 DU0281_MARKER: DB = BENCH MARK DISK
 DU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0281_STAMPING: 2694.384 A 18 1933
 DU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0281+STABILITY: SURFACE MOTION
 DU0281
 DU0281  HISTORY     - Date     Condition        Report By
 DU0281  HISTORY     - 1933     MONUMENTED       CGS
 DU0281
 DU0281                          STATION DESCRIPTION
 DU0281
 DU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0281'17.1 MI N FROM WINKELMAN.
 DU0281'TO REACH FROM POST OFFICE IN GLOBE, PROCEED SOUTHEAST ON FEDERAL
 DU0281'HIGHWAY 70 FOR 3.6 MILES TO JUNCTION OF FEDERAL HIGHWAY 70 AND STATE
 DU0281'HIGHWAY 77.  FOLLOW STATE HIGHWAY 77 FOR 18.5 MILES TO GRADED ROAD ON
 DU0281'RIGHT AT SIGN TATUM 1.3 MI.  TURN RIGHT AND GO 1.3 MILES TO T-ROAD
 DU0281'FORK AT TELEPHONE LINE.  TURN RIGHT.  CROSS CONCRETE APRON IN WASH AND
 DU0281'GO 0.2 MILES TO ANOTHER ROAD FORK.  CONTINUE STRAIGHT AHEAD FOR 0.1
 DU0281'MILE TO THE TATUM RANCH ON RIGHT.  CROSS WASH AND FOLLOW ROAD FOR 1.2
 DU0281'MILES TO TOP OF RIDGE AND BENCH MARK 36 FEET EAST OF THE CENTERLINE OF
 DU0281'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 DU0281'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1486 ***********************************************************************
 GR1486  DESIGNATION -  A 18
 GR1486  PID         -  GR1486
 GR1486  STATE/COUNTY-  AZ/MOHAVE
 GR1486  USGS QUAD   -  BOULDER CANYON (1983)
 GR1486
 GR1486                         *CURRENT SURVEY CONTROL
 GR1486  ___________________________________________________________________
 GR1486* NAD 83(1992)-  36 08 37.14850(N)    114 35 11.12230(W)     ADJUSTED  
 GR1486* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 GR1486  ___________________________________________________________________
 GR1486  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GR1486  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1486
 GR1486  HORZ ORDER  -  THIRD
 GR1486
 GR1486.The horizontal coordinates were established by classical geodetic methods
 GR1486.and adjusted by the National Geodetic Survey in August 1993..
 GR1486
 GR1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1486
 GR1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1486
 GR1486.The geoid height was determined by GEOID03.
 GR1486
 GR1486;                    North         East     Units Scale Factor Converg.
 GR1486;SPC AZ W     -   570,794.104   138,086.237   MT  1.00000312   -0 29 36.1
 GR1486;SPC AZ W     - 1,872,684.07    453,038.84   iFT  1.00000312   -0 29 36.1
 GR1486;SPC NV E     - 8,155,068.959   289,714.244   MT  0.99999914   +0 35 16.9
 GR1486;SPC NV E     -26,755,422.08    950,504.15   sFT  0.99999914   +0 35 16.9
 GR1486;UTM  11      - 4,002,580.401   717,154.484   MT  1.00018107   +1 25 26.8
 GR1486
 GR1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1486!SPC AZ W     -   0.99995467  x   1.00000312  =   0.99995779
 GR1486!SPC NV E     -   0.99995467  x   0.99999914  =   0.99995381
 GR1486!UTM  11      -   0.99995467  x   1.00018107  =   1.00013573
 GR1486
 GR1486:                Primary Azimuth Mark                     Grid Az
 GR1486:SPC AZ W     -  A 19                                     073 05 46.2
 GR1486:SPC NV E     -  A 19                                     072 00 53.2
 GR1486:UTM  11      -  A 19                                     071 10 43.3
 GR1486
 GR1486|---------------------------------------------------------------------|
 GR1486| PID    Reference Object                     Distance      Geod. Az  |
 GR1486|                                                           dddmmss.s |
 GR1486| GR1487 A 19                                APPROX. 0.8 KM 0723610.1 |
 GR1486| GR1484 A 16                                APPROX. 0.8 KM 2193021.1 |
 GR1486|---------------------------------------------------------------------|
 GR1486
 GR1486                          SUPERSEDED SURVEY CONTROL
 GR1486
 GR1486  NAD 83(1986)-  36 08 37.13505(N)    114 35 11.11435(W) AD(       ) 3
 GR1486  NGVD 29 (06/27/88)  316.0    (m)         1037.     (f) VERT ANG       
 GR1486
 GR1486.Superseded values are not recommended for survey control.
 GR1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1486.See file dsdata.txt to determine how the superseded data were derived.
 GR1486
 GR1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1715402580(NAD 83)
 GR1486_MARKER: DS = TRIANGULATION STATION DISK
 GR1486_SETTING: 66 = SET IN ROCK OUTCROP
 GR1486_SP_SET: SET IN ROCK OUTCROP
 GR1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1486+STABILITY: POSITION/ELEVATION WELL
 GR1486
 GR1486  HISTORY     - Date     Condition        Report By
 GR1486  HISTORY     - 1948     MONUMENTED       USGS
 GR1486
 GR1486                          STATION DESCRIPTION
 GR1486
 GR1486'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1486'LOCATED IN BOULDER CANYON, ON ROCKY POINT WHICH FORMS WEST SIDE
 GR1486'OF ENTRANCE TO WISHING WELL COVE, ABOUT 10 FT. ABOVE AND 25 FT.
 GR1486'SE. OF N.P.S. REFLECTOR, ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1486'
 GR1486'TO REACH NOT GIVEN.
 GR1486'
 GR1486'STATION MARK--STANDARD TABLET STAMPED---A18 1948---, CEMENTED IN
 GR1486'ROCK OUTCROP.
 GR1486'
 GR1486'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0302 ***********************************************************************
 CZ0302  DESIGNATION -  A 19
 CZ0302  PID         -  CZ0302
 CZ0302  STATE/COUNTY-  AZ/PINAL
 CZ0302  USGS QUAD   -  ORACLE (1988)
 CZ0302
 CZ0302                         *CURRENT SURVEY CONTROL
 CZ0302  ___________________________________________________________________
 CZ0302* NAD 83(1986)-  32 36 38.     (N)    110 46 00.     (W)     SCALED    
 CZ0302* NAVD 88     -      1376.24   (+/-2cm)    4515.2    (feet)  VERTCON   
 CZ0302  ___________________________________________________________________
 CZ0302  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CZ0302
 CZ0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0302
 CZ0302.The horizontal coordinates were scaled from a topographic map and have
 CZ0302.an estimated accuracy of +/- 6 seconds.
 CZ0302
 CZ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0302.The vertical order pertains to the NGVD 29 superseded value.
 CZ0302
 CZ0302.The geoid height was determined by GEOID03.
 CZ0302
 CZ0302;                    North         East    Units  Estimated Accuracy
 CZ0302;SPC AZ C     -   179,150.      321,290.      MT  (+/- 180 meters Scaled)
 CZ0302
 CZ0302                          SUPERSEDED SURVEY CONTROL
 CZ0302
 CZ0302  NGVD 29 (??/??/92) 1375.471  (m)         4512.69   (f) ADJ UNCH    2 0
 CZ0302
 CZ0302.Superseded values are not recommended for survey control.
 CZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0302.See file dsdata.txt to determine how the superseded data were derived.
 CZ0302
 CZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB218081(NAD 83)
 CZ0302_MARKER: DB = BENCH MARK DISK
 CZ0302_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0302_SP_SET: ROCK OUTCROP
 CZ0302_STAMPING: 4512.780 A 19 1933
 CZ0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0302+STABILITY: POSITION/ELEVATION WELL
 CZ0302
 CZ0302  HISTORY     - Date     Condition        Report By
 CZ0302  HISTORY     - 1933     MONUMENTED       CGS
 CZ0302  HISTORY     - 1959     MARK NOT FOUND   USGS
 CZ0302
 CZ0302                          STATION DESCRIPTION
 CZ0302
 CZ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0302'IN ORACLE.
 CZ0302'AT ORACLE, PINAL COUNTY, ON STATE HIGHWAY 77, 0.2 MILE EAST OF THE
 CZ0302'POST OFFICE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 CZ0302'MIDDLE OF A GROUP OF LARGE BOULDERS, IN THE CENTER OF THE TOP OF A
 CZ0302'GRANITE ROCK OUTCROP, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 CZ0302'DISK, STAMPED 4512.780 A 19 1933.  NOTE-- USGS REPORTS THAT THE
 CZ0302'HIGHWAY HAS BEEN WIDENED SINCE THE BENCH MARK WAS SET AND PROBABLY THE
 CZ0302'SHOULDERS OF THE HIGHWAY HAVE BEEN EXTENDED FAR ENOUGH TO COVER THE
 CZ0302'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1487 ***********************************************************************
 GR1487  DESIGNATION -  A 19
 GR1487  PID         -  GR1487
 GR1487  STATE/COUNTY-  AZ/MOHAVE
 GR1487  USGS QUAD   -  BOULDER CANYON (1983)
 GR1487
 GR1487                         *CURRENT SURVEY CONTROL
 GR1487  ___________________________________________________________________
 GR1487* NAD 83(1992)-  36 08 44.91794(N)    114 34 40.54529(W)     ADJUSTED  
 GR1487* NAVD 88     -       344.7    (meters)    1131.     (feet)  VERTCON   
 GR1487  ___________________________________________________________________
 GR1487  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GR1487  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1487
 GR1487  HORZ ORDER  -  THIRD
 GR1487
 GR1487.The horizontal coordinates were established by classical geodetic methods
 GR1487.and adjusted by the National Geodetic Survey in August 1993..
 GR1487
 GR1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1487
 GR1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1487
 GR1487.The geoid height was determined by GEOID03.
 GR1487
 GR1487;                    North         East     Units Scale Factor Converg.
 GR1487;SPC AZ W     -   571,027.022   138,852.676   MT  1.00000171   -0 29 18.1
 GR1487;SPC AZ W     - 1,873,448.23    455,553.40   iFT  1.00000171   -0 29 18.1
 GR1487;SPC NV E     - 8,155,316.300   290,476.149   MT  1.00000083   +0 35 35.1
 GR1487;SPC NV E     -26,756,233.56    953,003.83   sFT  1.00000083   +0 35 35.1
 GR1487;UTM  11      - 4,002,838.881   717,912.838   MT  1.00018513   +1 25 45.1
 GR1487
 GR1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1487!SPC AZ W     -   0.99995028  x   1.00000171  =   0.99995199
 GR1487!SPC NV E     -   0.99995028  x   1.00000083  =   0.99995111
 GR1487!UTM  11      -   0.99995028  x   1.00018513  =   1.00013540
 GR1487
 GR1487:                Primary Azimuth Mark                     Grid Az
 GR1487:SPC AZ W     -  A 18                                     253 05 46.2
 GR1487:SPC NV E     -  A 18                                     252 00 53.0
 GR1487:UTM  11      -  A 18                                     251 10 43.0
 GR1487
 GR1487|---------------------------------------------------------------------|
 GR1487| PID    Reference Object                     Distance      Geod. Az  |
 GR1487|                                                           dddmmss.s |
 GR1487| GR1486 A 18                                APPROX. 0.8 KM 2523628.1 |
 GR1487| GR1674 N 25                                APPROX. 0.5 KM 3225531.9 |
 GR1487|---------------------------------------------------------------------|
 GR1487
 GR1487                          SUPERSEDED SURVEY CONTROL
 GR1487
 GR1487  NAD 83(1986)-  36 08 44.90462(N)    114 34 40.53752(W) AD(       ) 3
 GR1487  NGVD 29 (06/27/88)  344.0    (m)         1129.     (f) VERT ANG       
 GR1487
 GR1487.Superseded values are not recommended for survey control.
 GR1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1487.See file dsdata.txt to determine how the superseded data were derived.
 GR1487
 GR1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1791302839(NAD 83)
 GR1487_MARKER: DS = TRIANGULATION STATION DISK
 GR1487_SETTING: 66 = SET IN ROCK OUTCROP
 GR1487_SP_SET: SET IN ROCK OUTCROP
 GR1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1487+STABILITY: POSITION/ELEVATION WELL
 GR1487
 GR1487  HISTORY     - Date     Condition        Report By
 GR1487  HISTORY     - 1948     MONUMENTED       USGS
 GR1487
 GR1487                          STATION DESCRIPTION
 GR1487
 GR1487'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1487'LOCATED ABOUT 0.3 MI NE. OF MOUTH OF WISHING WELL COVE.  IN
 GR1487'BOULDER CANYON, ON SMALL, SHARP POINT, ABOUT 80 FT. ABOVE HIGH
 GR1487'WATER MARK.
 GR1487'
 GR1487'TO REACH NOT GIVEN.
 GR1487'
 GR1487'STATION MARK--STANDARD TABLET STAMPED---A19 1948---, CEMENTED IN
 GR1487'ROCK OUTCROP.
 GR1487'
 GR1487'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0932 ***********************************************************************
 ET0932  DESIGNATION -  A 2
 ET0932  PID         -  ET0932
 ET0932  STATE/COUNTY-  AZ/YAVAPAI
 ET0932  USGS QUAD   -  BUMBLE BEE (1969)
 ET0932
 ET0932                         *CURRENT SURVEY CONTROL
 ET0932  ___________________________________________________________________
 ET0932* NAD 83(1992)-  34 09 01.01264(N)    112 08 54.66032(W)     ADJUSTED  
 ET0932* NAVD 88     -       885.6    (meters)    2906.     (feet)  VERTCON   
 ET0932  ___________________________________________________________________
 ET0932  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 ET0932  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0932
 ET0932  HORZ ORDER  -  THIRD
 ET0932
 ET0932.The horizontal coordinates were established by classical geodetic methods
 ET0932.and adjusted by the National Geodetic Survey in August 1993..
 ET0932
 ET0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0932
 ET0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0932
 ET0932.The geoid height was determined by GEOID03.
 ET0932
 ET0932;                    North         East     Units Scale Factor Converg.
 ET0932;SPC AZ C     -   349,346.229   191,980.489   MT  0.99990563   -0 07 48.6
 ET0932;SPC AZ C     - 1,146,149.05    629,857.25   iFT  0.99990563   -0 07 48.6
 ET0932;UTM  12      - 3,779,414.835   394,121.467   MT  0.99973819   -0 38 41.3
 ET0932
 ET0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0932!SPC AZ C     -   0.99986534  x   0.99990563  =   0.99977098
 ET0932!UTM  12      -   0.99986534  x   0.99973819  =   0.99960356
 ET0932
 ET0932|---------------------------------------------------------------------|
 ET0932| PID    Reference Object                     Distance      Geod. Az  |
 ET0932|                                                           dddmmss.s |
 ET0932| CH2173 A 2 RM 1                              9.393 METERS 10557     |
 ET0932| CH2174 A 2 RM 2                              8.946 METERS 16759     |
 ET0932| ET0254 BUM                                 APPROX. 1.3 KM 3513720.9 |
 ET0932|---------------------------------------------------------------------|
 ET0932
 ET0932                          SUPERSEDED SURVEY CONTROL
 ET0932
 ET0932  NAD 83(1986)-  34 09 01.00712(N)    112 08 54.66150(W) AD(       ) 3
 ET0932  NAD 27      -  34 09 00.88630(N)    112 08 52.08550(W) AD(       ) 3
 ET0932  NGVD 29 (07/19/86)  885.0    (m)         2904.     (f) VERT ANG       
 ET0932
 ET0932.Superseded values are not recommended for survey control.
 ET0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0932.See file dsdata.txt to determine how the superseded data were derived.
 ET0932
 ET0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9412179415(NAD 83)
 ET0932_MARKER: DS = TRIANGULATION STATION DISK
 ET0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0932
 ET0932  HISTORY     - Date     Condition        Report By
 ET0932  HISTORY     - 1959     MONUMENTED       CGS
 ET0932  HISTORY     - 1966     GOOD             CGS
 ET0932
 ET0932                          STATION DESCRIPTION
 ET0932
 ET0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0932'THE STATION IS LOCATED ON THE EAST SIDE OF ARIZONA STATE
 ET0932'HIGHWAY 69 AT THE TOP OF A SMALL RIDGE THROUGH WHICH THE
 ET0932'HIGHWAY IS CUT, ABOUT 6 MILES NORTH OF BLACK CANYON AND THE
 ET0932'BRIDGE OVER THE AGUA FRIA RIVER.
 ET0932'
 ET0932'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0932'GO NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 6.7 MILES TO
 ET0932'THE NORTH END OF A HIGHWAY CUT AND END OF TRUCK TRAVEL.
 ET0932'PACK SOUTHERLY ALONG THE RIGHT-OF-WAY FENCE FOR 200 FEET
 ET0932'TO THE STATION.
 ET0932'
 ET0932'THE STATION MARK IS A STANDARD DISK STAMPED A2 1959, SET
 ET0932'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.
 ET0932'IT IS 100 FEET EAST OF STATE HIGHWAY 69, 14 FEET EAST OF
 ET0932'A BARBED WIRE FENCE AND 3.7 FEET WEST OF A WITNESS POST.
 ET0932'
 ET0932'R.M. 1 IS A STANDARD DISK STAMPED A2 NO 1 1959, SET IN THE
 ET0932'TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  IT IS
 ET0932'45 FEET EAST OF THE WIRE FENCE AND 27.4 FEET EAST OF THE
 ET0932'WITNESS POST.
 ET0932'
 ET0932'R.M. 2 IS A STANDARD DISK STAMPED A2 NO 2 1959, SET IN THE
 ET0932'TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  IT IS 32
 ET0932'FEET EAST OF THE FENCE AND 28.2 FEET SOUTH OF THE WITNESS
 ET0932'POST.
 ET0932'
 ET0932'TRIANGULATION STATION BUM CAN BE USED AS AN AZIMUTH MARK.
 ET0932'(SEE DESCRIPTION THEREOF.)
 ET0932
 ET0932                          STATION RECOVERY (1966)
 ET0932
 ET0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 ET0932'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ET0932'FOUND IN GOOD CONDITION.
 ET0932'
 ET0932'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ET0932'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1491 ***********************************************************************
 GR1491  DESIGNATION -  A 2
 GR1491  PID         -  GR1491
 GR1491  STATE/COUNTY-  AZ/MOHAVE
 GR1491  USGS QUAD   -  HOOVER DAM (1997)
 GR1491
 GR1491                         *CURRENT SURVEY CONTROL
 GR1491  ___________________________________________________________________
 GR1491* NAD 83(1992)-  36 03 29.96901(N)    114 43 26.67307(W)     ADJUSTED  
 GR1491* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GR1491  ___________________________________________________________________
 GR1491  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 GR1491  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GR1491
 GR1491  HORZ ORDER  -  THIRD
 GR1491
 GR1491.The horizontal coordinates were established by classical geodetic methods
 GR1491.and adjusted by the National Geodetic Survey in August 1993..
 GR1491
 GR1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1491
 GR1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1491
 GR1491.The geoid height was determined by GEOID03.
 GR1491
 GR1491;                    North         East     Units Scale Factor Converg.
 GR1491;SPC AZ W     -   561,441.738   125,602.985   MT  1.00002819   -0 34 24.2
 GR1491;SPC AZ W     - 1,842,000.45    412,083.28   iFT  1.00002819   -0 34 24.2
 GR1491;SPC NV E     - 8,145,483.184   277,409.893   MT  0.99997381   +0 30 20.8
 GR1491;SPC NV E     -26,723,972.75    910,135.62   sFT  0.99997381   +0 30 20.8
 GR1491;UTM  11      - 3,992,814.701   704,989.184   MT  1.00011779   +1 20 24.3
 GR1491
 GR1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1491!SPC AZ W     -   0.99994310  x   1.00002819  =   0.99997129
 GR1491!SPC NV E     -   0.99994310  x   0.99997381  =   0.99991691
 GR1491!UTM  11      -   0.99994310  x   1.00011779  =   1.00006089
 GR1491
 GR1491:                Primary Azimuth Mark                     Grid Az
 GR1491:SPC AZ W     -  N 1 A                                    198 49 33.5
 GR1491:SPC NV E     -  N 1 A                                    197 44 48.5
 GR1491:UTM  11      -  N 1 A                                    196 54 45.0
 GR1491
 GR1491|---------------------------------------------------------------------|
 GR1491| PID    Reference Object                     Distance      Geod. Az  |
 GR1491|                                                           dddmmss.s |
 GR1491| GR1664 N 1 A                               APPROX. 2.9 KM 1981509.3 |
 GR1491|---------------------------------------------------------------------|
 GR1491
 GR1491                          SUPERSEDED SURVEY CONTROL
 GR1491
 GR1491  NAD 83(1986)-  36 03 29.95631(N)    114 43 26.66129(W) AD(       ) 3
 GR1491  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1491
 GR1491.Superseded values are not recommended for survey control.
 GR1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1491.See file dsdata.txt to determine how the superseded data were derived.
 GR1491
 GR1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0498992815(NAD 83)
 GR1491_MARKER: DS = TRIANGULATION STATION DISK
 GR1491_SETTING: 80 = SET IN A BOULDER
 GR1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1491+STABILITY: SURFACE MOTION
 GR1491
 GR1491  HISTORY     - Date     Condition        Report By
 GR1491  HISTORY     - 1947     MONUMENTED       USGS
 GR1491
 GR1491                          STATION DESCRIPTION
 GR1491
 GR1491'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1491'LOCATED ABOUT 3 MI N. OF HOOVER DAM, ABOUT 1.2 MI E. OF SENTINEL
 GR1491'ISLAND.  ON BROAD RIDGE, ABOUT 150 FT. E. OF HIGH WATER MARK AT
 GR1491'END OF RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.  THERE IS SMALL
 GR1491'ROCK CAIRN ABOUT 10 FT. W. OF STATION.
 GR1491'
 GR1491'TO REACH NOT GIVEN.
 GR1491'
 GR1491'STATION MARK--STANDARD TABLET STAMPED---A2 1947---, CEMENTED IN TOP
 GR1491'OF BOULDER IN PLACE.
 GR1491'
 GR1491'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1515 ***********************************************************************
 GR1515  DESIGNATION -  A 2 A
 GR1515  PID         -  GR1515
 GR1515  STATE/COUNTY-  AZ/MOHAVE
 GR1515  USGS QUAD   -  HOOVER DAM (1997)
 GR1515
 GR1515                         *CURRENT SURVEY CONTROL
 GR1515  ___________________________________________________________________
 GR1515* NAD 83(1992)-  36 02 38.18647(N)    114 43 13.72679(W)     ADJUSTED  
 GR1515* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1515  ___________________________________________________________________
 GR1515  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GR1515  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GR1515
 GR1515  HORZ ORDER  -  THIRD
 GR1515
 GR1515.The horizontal coordinates were established by classical geodetic methods
 GR1515.and adjusted by the National Geodetic Survey in August 1993..
 GR1515
 GR1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1515
 GR1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1515
 GR1515.The geoid height was determined by GEOID03.
 GR1515
 GR1515;                    North         East     Units Scale Factor Converg.
 GR1515;SPC AZ W     -   559,842.485   125,911.074   MT  1.00002753   -0 34 15.9
 GR1515;SPC AZ W     - 1,836,753.56    413,094.07   iFT  1.00002753   -0 34 15.9
 GR1515;SPC NV E     - 8,143,890.102   277,748.025   MT  0.99997446   +0 30 27.8
 GR1515;SPC NV E     -26,718,746.11    911,244.98   sFT  0.99997446   +0 30 27.8
 GR1515;UTM  11      - 3,991,226.480   705,350.524   MT  1.00011962   +1 20 30.3
 GR1515
 GR1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1515!SPC AZ W     -   0.99994703  x   1.00002753  =   0.99997456
 GR1515!SPC NV E     -   0.99994703  x   0.99997446  =   0.99992149
 GR1515!UTM  11      -   0.99994703  x   1.00011962  =   1.00006664
 GR1515
 GR1515:                Primary Azimuth Mark                     Grid Az
 GR1515:SPC AZ W     -  N 1 A                                    227 48 33.9
 GR1515:SPC NV E     -  N 1 A                                    226 43 50.2
 GR1515:UTM  11      -  N 1 A                                    225 53 47.7
 GR1515
 GR1515|---------------------------------------------------------------------|
 GR1515| PID    Reference Object                     Distance      Geod. Az  |
 GR1515|                                                           dddmmss.s |
 GR1515| GR1664 N 1 A                               APPROX. 1.7 KM 2271418.0 |
 GR1515|---------------------------------------------------------------------|
 GR1515
 GR1515                          SUPERSEDED SURVEY CONTROL
 GR1515
 GR1515  NAD 83(1986)-  36 02 38.17386(N)    114 43 13.71545(W) AD(       ) 3
 GR1515  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1515
 GR1515.Superseded values are not recommended for survey control.
 GR1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1515.See file dsdata.txt to determine how the superseded data were derived.
 GR1515
 GR1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0535191226(NAD 83)
 GR1515_MARKER: DS = TRIANGULATION STATION DISK
 GR1515_SETTING: 80 = SET IN A BOULDER
 GR1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1515+STABILITY: SURFACE MOTION
 GR1515
 GR1515  HISTORY     - Date     Condition        Report By
 GR1515  HISTORY     - 1948     MONUMENTED       USGS
 GR1515
 GR1515                          STATION DESCRIPTION
 GR1515
 GR1515'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1515'LOCATED ABOUT 2.2 MI NE. OF HOOVER DAM.  ABOUT 100 FT. E. OF HIGH
 GR1515'WATER MARK AT END OF SHARP RIDGE WHICH STARTS AT BASE OF
 GR1515'FORTIFICATION HILL AND EXTENDS WESTWARD TO LAKE, ABOUT 10 FT.
 GR1515'ABOVE HIGH WATER MARK.  THERE IS SMALL ROCK CAIRN ABOUT 10 FT. W.
 GR1515'OF STATION.
 GR1515'
 GR1515'TO REACH NOT GIVEN.
 GR1515'
 GR1515'STATION MARK--STANDARD TABLET STAMPED---A2A 1948---, CEMENTED IN
 GR1515'TOP OF BOULDER IN PLACE.
 GR1515'
 GR1515'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1516 ***********************************************************************
 GR1516  DESIGNATION -  A 2 B
 GR1516  PID         -  GR1516
 GR1516  STATE/COUNTY-  AZ/MOHAVE
 GR1516  USGS QUAD   -  HOOVER DAM (1997)
 GR1516
 GR1516                         *CURRENT SURVEY CONTROL
 GR1516  ___________________________________________________________________
 GR1516* NAD 83(1992)-  36 02 16.70708(N)    114 42 34.45333(W)     ADJUSTED  
 GR1516* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1516  ___________________________________________________________________
 GR1516  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 GR1516  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR1516
 GR1516  HORZ ORDER  -  THIRD
 GR1516
 GR1516.The horizontal coordinates were established by classical geodetic methods
 GR1516.and adjusted by the National Geodetic Survey in August 1993..
 GR1516
 GR1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1516
 GR1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1516
 GR1516.The geoid height was determined by GEOID03.
 GR1516
 GR1516;                    North         East     Units Scale Factor Converg.
 GR1516;SPC AZ W     -   559,170.716   126,887.604   MT  1.00002544   -0 33 52.5
 GR1516;SPC AZ W     - 1,834,549.59    416,297.91   iFT  1.00002544   -0 33 52.5
 GR1516;SPC NV E     - 8,143,236.869   278,736.978   MT  0.99997636   +0 30 50.7
 GR1516;SPC NV E     -26,716,602.96    914,489.57   sFT  0.99997636   +0 30 50.7
 GR1516;UTM  11      - 3,990,587.618   706,349.027   MT  1.00012469   +1 20 52.7
 GR1516
 GR1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1516!SPC AZ W     -   0.99994702  x   1.00002544  =   0.99997246
 GR1516!SPC NV E     -   0.99994702  x   0.99997636  =   0.99992338
 GR1516!UTM  11      -   0.99994702  x   1.00012469  =   1.00007171
 GR1516
 GR1516                          SUPERSEDED SURVEY CONTROL
 GR1516
 GR1516  NAD 83(1986)-  36 02 16.69432(N)    114 42 34.44222(W) AD(       ) 3
 GR1516  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1516
 GR1516.Superseded values are not recommended for survey control.
 GR1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1516.See file dsdata.txt to determine how the superseded data were derived.
 GR1516
 GR1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0634990588(NAD 83)
 GR1516_MARKER: DS = TRIANGULATION STATION DISK
 GR1516_SETTING: 80 = SET IN A BOULDER
 GR1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1516+STABILITY: SURFACE MOTION
 GR1516
 GR1516  HISTORY     - Date     Condition        Report By
 GR1516  HISTORY     - 1948     MONUMENTED       USGS
 GR1516
 GR1516                          STATION DESCRIPTION
 GR1516
 GR1516'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1516'NOT OCCUPIED.
 GR1516'
 GR1516'LOCATED ABOUT 2.3 MI NW. OF HOOVER DAM.  IN DEADMANS GULCH, ABOUT
 GR1516'30 FT. E. OF HIGH WATER MARK AT WEST END OF ORANGE AND BROWN
 GR1516'COLORED RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1516'
 GR1516'STATION MARK--STANDARD TABLET STAMPED---A2B 1948---, CEMENTED IN
 GR1516'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1566 ***********************************************************************
 DU1566  DESIGNATION -  A 20
 DU1566  PID         -  DU1566
 DU1566  STATE/COUNTY-  AZ/GILA
 DU1566  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1566
 DU1566                         *CURRENT SURVEY CONTROL
 DU1566  ___________________________________________________________________
 DU1566* NAD 83(1992)-  33 43 17.93793(N)    111 12 14.31528(W)     ADJUSTED  
 DU1566* NAVD 88     -       690.748  (meters)    2266.23   (feet)  ADJUSTED  
 DU1566  ___________________________________________________________________
 DU1566  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DU1566  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1566  DYNAMIC HT  -         689.870 (meters)    2263.35  (feet)  COMP
 DU1566  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1566  OBS GRAVITY -     979,336.8   (mgal)                       GRAV_OBS
 DU1566
 DU1566  HORZ ORDER  -  SECOND
 DU1566  VERT ORDER  -  FIRST     CLASS II
 DU1566
 DU1566.The horizontal coordinates were established by classical geodetic methods
 DU1566.and adjusted by the National Geodetic Survey in August 1993..
 DU1566
 DU1566.The orthometric height was determined by differential leveling
 DU1566.and adjusted by the National Geodetic Survey in June 1991..
 DU1566.WARNING-Repeat measurements at this control monument indicate possible
 DU1566.vertical movement.
 DU1566
 DU1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1566
 DU1566.The geoid height was determined by GEOID03.
 DU1566
 DU1566.The dynamic height is computed by dividing the NAVD 88
 DU1566.geopotential number by the normal gravity value computed on the
 DU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1566.degrees latitude (g = 980.6199 gals.).
 DU1566
 DU1566.The modeled gravity was interpolated from observed gravity values.
 DU1566.The observed gravity was obtained from relative gravimeter ties
 DU1566.to the IGSN71 gravity network.
 DU1566
 DU1566;                    North         East     Units Scale Factor Converg.
 DU1566;SPC AZ E     -   302,265.480   117,224.495   MT  1.00001390   -0 34 33.3
 DU1566;SPC AZ E     -   991,684.65    384,594.80   iFT  1.00001390   -0 34 33.3
 DU1566;UTM  12      - 3,731,312.391   481,101.982   MT  0.99960440   -0 06 47.7
 DU1566
 DU1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1566!SPC AZ E     -   0.99989596  x   1.00001390  =   0.99990985
 DU1566!UTM  12      -   0.99989596  x   0.99960440  =   0.99950040
 DU1566
 DU1566|---------------------------------------------------------------------|
 DU1566| PID    Reference Object                     Distance      Geod. Az  |
 DU1566|                                                           dddmmss.s |
 DU1566| DU1630 A 20 RM 1                            11.279 METERS 05945     |
 DU1566| CH6032 P M 1368 2                                         1650617.3 |
 DU1566| CH4347 A 20 AZ MK                                         1672121.5 |
 DU1566| DU1631 A 20 RM 2                            11.977 METERS 33133     |
 DU1566|---------------------------------------------------------------------|
 DU1566
 DU1566                          SUPERSEDED SURVEY CONTROL
 DU1566
 DU1566  NAD 83(1986)-  33 43 17.93378(N)    111 12 14.31658(W) AD(       ) 2
 DU1566  NAD 27      -  33 43 17.76100(N)    111 12 11.86000(W) AD(       ) 2
 DU1566  NGVD 29 (07/19/86)  690.13   (m)         2264.2    (f) LEVELING    3  
 DU1566
 DU1566.Superseded values are not recommended for survey control.
 DU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1566.See file dsdata.txt to determine how the superseded data were derived.
 DU1566
 DU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8110231312(NAD 83)
 DU1566_MARKER: DB = BENCH MARK DISK
 DU1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1566
 DU1566  HISTORY     - Date     Condition        Report By
 DU1566  HISTORY     - 1933     MONUMENTED       CGS
 DU1566  HISTORY     - 1946     GOOD             CGS
 DU1566  HISTORY     - 1977     GOOD             NGS
 DU1566  HISTORY     - 1983     GOOD             NGS
 DU1566
 DU1566                          STATION DESCRIPTION
 DU1566
 DU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU1566'THIS STATION IS A U.S.C. AND G. SURVEY BENCH MARK LOCATED ABOUT
 DU1566'12.5 MILES SOUTH-SOUTHEAST OF TONTO, ON THE EAST SIDE OF THE
 DU1566'ROOSEVELT-TONTO ROAD.  IT IS NEAR THE SOUTHERN END OF A LEVEL
 DU1566'AREA ABOUT 0.3 MILE BEFORE REACHING SYCAMORE CREEK, 60 FEET EAST
 DU1566'OF CENTER LINE OF MAIN TRAVELED ROAD, 60 FEET NORTHEAST OF THE
 DU1566'INTERSECTION OF MAIN TRAVELED ROAD AND DIM TRACK ROAD, 33 FEET
 DU1566'NORTH OF A DIM TRACK ROAD, SET IN THE TOP OF A 12 X 12 CONCRETE
 DU1566'POST WHICH PROJECTS 8 INCHES AND IS STAMPED--A 20 1933.
 DU1566'
 DU1566'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU1566'STATION, SET FLUSH WITH THE GROUND AND STAMPED--BM A 20 NO 1 1946.
 DU1566'
 DU1566'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU1566'STATION, SET FLUSH WITH THE GROUND AND STAMPED--BM A 20 NO 2 1946.
 DU1566'
 DU1566'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH-SOUTHEAST OF THE
 DU1566'STATION, IT IS 50 PACES WEST-NORTHWEST OF A BLACK AND WHITE ROAD
 DU1566'CURVE SIGN, 33 PACES NORTH OF THE CENTERLINE OF ROAD, 15 PACES
 DU1566'SOUTH OF THE NORTH BRIM, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU1566'THE GROUND SURFACE AND IS STAMPED BM A 20 1946.
 DU1566'
 DU1566'TO REACH FROM THE POST OFFICE IN ROOSEVELT.  GO NORTH ON THE TONTO
 DU1566'ROAD FOR 2.1 MILES TO ROOSEVELT DAM AND FORKS.  TAKE RIGHT FORK
 DU1566'(CROSSING DAM) THE PAYSON ROAD AND GO 8.25 MILES TO A DIM TRACK
 DU1566'ROAD RIGHT (E) AT THE TOP OF A HILL WHERE THE ROAD BECOMES
 DU1566'STRAIGHT FOR APPROXIMATELY 0.25 MILE, THERE IS A LARGE BLACK AND
 DU1566'WHITE ROAD CURVE SIGN ON THE RIGHT JUST BEFORE REACHING DIM
 DU1566'TRACK ROAD.  THE STATION IS 20 YARDS NORTHEAST OF THE
 DU1566'INTERSECTION OF THE MAIN TRAVELED ROAD AND THE DIM TRACK ROAD.  A
 DU1566'DRIVE STATION.
 DU1566
 DU1566                          STATION RECOVERY (1977)
 DU1566
 DU1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DU1566'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 DU1566'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED
 DU1566'DESTROYED BY ROAD ALINEMENT.  A NEW AZIMUTH MARK WAS ESTABLISHED
 DU1566'AT THIS TIME.  IT WAS NOTED THAT THE MILAGE BETWEEN THE DAM AND
 DU1566'THE STATION HAS CHANGED DUE TO THE REALINEMENT OF THE ROAD.  A NEW
 DU1566'DESCRIPTION FOLLOWS.
 DU1566'
 DU1566'THE STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED,
 DU1566'A 20 1938.  IT IS SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT
 DU1566'WHICH PROJECTS 1 FOOT.  IT IS 50 FEET SOUTHEAST OF THE MAIN ROAD
 DU1566'AND 5 FEET NORTH OF THE WITNESS POST AND SIGN.
 DU1566'
 DU1566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BM A 20 1946.  IT IS
 DU1566'SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DU1566'INCHES.  IT IS 22 FEET WEST OF THE CENTER OF THE SIDE ROAD AND 35
 DU1566'FEET NORTH OF THE WITNESS POST.
 DU1566'
 DU1566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BM A 20 1946.  IT IS
 DU1566'SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 DU1566'THE GROUND SURFACE.  IT IS 63 FEET NORTH OF THE CENTER OF THE MAIN
 DU1566'ROAD AND 41 FEET WEST OF THE WITNESS POST.
 DU1566'
 DU1566'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DU1566'P AND M 1368-2 1974.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH
 DU1566'IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET SOUTH OF
 DU1566'WITNESS POST IN A SMALL VIEW POINT PARKING AREA WHICH IS ON THE
 DU1566'OUTSIDE OF A SHARP LEFT TURN.
 DU1566'
 DU1566'TO REACH THE STATION FROM ROOSEVELT GO NORTH ALONG THE MAIN
 DU1566'HIGHWAY FOR 2.2 MILES TO ROOSEVELT DAM.  CROSS OVER THE DAM AND GO
 DU1566'NORTH FOR 5.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AT A VIEW
 DU1566'POINT PARKING AREA, CONTINUE AHEAD FOR 1.4 MILES TO A SIDE ROAD
 DU1566'RIGHT AND THE STATION.
 DU1566'
 DU1566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 DU1566'ROOSEVELT.
 DU1566'
 DU1566'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 DU1566
 DU1566                          STATION RECOVERY (1983)
 DU1566
 DU1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 DU1566'BM A 20 1933, BM A 20 NO 1 1946 AND BM A 20 NO 2 1946 WERE RECOVERED
 DU1566'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1492 ***********************************************************************
 GR1492  DESIGNATION -  A 20
 GR1492  PID         -  GR1492
 GR1492  STATE/COUNTY-  AZ/MOHAVE
 GR1492  USGS QUAD   -  BOULDER CANYON (1983)
 GR1492
 GR1492                         *CURRENT SURVEY CONTROL
 GR1492  ___________________________________________________________________
 GR1492* NAD 83(1992)-  36 08 56.00343(N)    114 34 23.94890(W)     ADJUSTED  
 GR1492* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GR1492  ___________________________________________________________________
 GR1492  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GR1492  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1492
 GR1492  HORZ ORDER  -  THIRD
 GR1492
 GR1492.The horizontal coordinates were established by classical geodetic methods
 GR1492.and adjusted by the National Geodetic Survey in August 1993..
 GR1492
 GR1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1492
 GR1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1492
 GR1492.The geoid height was determined by GEOID03.
 GR1492
 GR1492;                    North         East     Units Scale Factor Converg.
 GR1492;SPC AZ W     -   571,365.168   139,270.456   MT  1.00000094   -0 29 08.5
 GR1492;SPC AZ W     - 1,874,557.64    456,924.07   iFT  1.00000094   -0 29 08.5
 GR1492;SPC NV E     - 8,155,662.271   290,887.472   MT  1.00000175   +0 35 45.0
 GR1492;SPC NV E     -26,757,368.63    954,353.31   sFT  1.00000175   +0 35 45.0
 GR1492;UTM  11      - 4,003,190.883   718,319.143   MT  1.00018732   +1 25 55.3
 GR1492
 GR1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1492!SPC AZ W     -   0.99995263  x   1.00000094  =   0.99995357
 GR1492!SPC NV E     -   0.99995263  x   1.00000175  =   0.99995438
 GR1492!UTM  11      -   0.99995263  x   1.00018732  =   1.00013994
 GR1492
 GR1492:                Primary Azimuth Mark                     Grid Az
 GR1492:SPC AZ W     -  N 26                                     013 29 55.7
 GR1492:SPC NV E     -  N 26                                     012 25 02.2
 GR1492:UTM  11      -  N 26                                     011 34 51.9
 GR1492
 GR1492|---------------------------------------------------------------------|
 GR1492| PID    Reference Object                     Distance      Geod. Az  |
 GR1492|                                                           dddmmss.s |
 GR1492| GR1675 N 26                                APPROX. 0.5 KM 0130047.2 |
 GR1492| GR1676 N 27                                APPROX. 0.6 KM 0421142.7 |
 GR1492| GR1493 A 21                                363.432 METERS 05544     |
 GR1492| GR1487 A 19                                APPROX. 0.5 KM 2303140.8 |
 GR1492|---------------------------------------------------------------------|
 GR1492
 GR1492                          SUPERSEDED SURVEY CONTROL
 GR1492
 GR1492  NAD 83(1986)-  36 08 55.99015(N)    114 34 23.94128(W) AD(       ) 3
 GR1492  NGVD 29 (06/27/88)  329.0    (m)         1079.     (f) VERT ANG       
 GR1492
 GR1492.Superseded values are not recommended for survey control.
 GR1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1492.See file dsdata.txt to determine how the superseded data were derived.
 GR1492
 GR1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1831903191(NAD 83)
 GR1492_MARKER: DS = TRIANGULATION STATION DISK
 GR1492_SETTING: 66 = SET IN ROCK OUTCROP
 GR1492_SP_SET: SET IN BEDROCK
 GR1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1492+STABILITY: POSITION/ELEVATION WELL
 GR1492
 GR1492  HISTORY     - Date     Condition        Report By
 GR1492  HISTORY     - 1948     MONUMENTED       USGS
 GR1492
 GR1492                          STATION DESCRIPTION
 GR1492
 GR1492'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1492'LOCATED ABOUT 0.7 MI NE. OF MOUTH OF WISHING WELL COVE, ABOUT 0.2
 GR1492'MI SW. OF N.P.S. REFLECTOR.  IN BOULDER CANYON, ON LOW, SHARP,
 GR1492'SPUR RIDGE, ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1492'
 GR1492'TO REACH NOT GIVEN.
 GR1492'
 GR1492'STATION MARK--STANDARD TABLET STAMPED---A20 1948---, CEMENTED IN
 GR1492'BEDROCK.
 GR1492'
 GR1492'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1630 ***********************************************************************
 DU1630  DESIGNATION -  A 20 RM 1
 DU1630  PID         -  DU1630
 DU1630  STATE/COUNTY-  AZ/GILA
 DU1630  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1630
 DU1630                         *CURRENT SURVEY CONTROL
 DU1630  ___________________________________________________________________
 DU1630* NAD 83(1986)-  33 43 18.     (N)    111 12 13.     (W)     SCALED    
 DU1630* NAVD 88     -       690.124  (meters)    2264.18   (feet)  ADJUSTED  
 DU1630  ___________________________________________________________________
 DU1630  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1630  DYNAMIC HT  -         689.246 (meters)    2261.30  (feet)  COMP
 DU1630  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1630
 DU1630  VERT ORDER  -  FIRST     CLASS II
 DU1630
 DU1630.The horizontal coordinates were scaled from a topographic map and have
 DU1630.an estimated accuracy of +/- 6 seconds.
 DU1630
 DU1630.The orthometric height was determined by differential leveling
 DU1630.and adjusted by the National Geodetic Survey in June 1991..
 DU1630
 DU1630.The geoid height was determined by GEOID03.
 DU1630
 DU1630.The dynamic height is computed by dividing the NAVD 88
 DU1630.geopotential number by the normal gravity value computed on the
 DU1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1630.degrees latitude (g = 980.6199 gals.).
 DU1630
 DU1630.The modeled gravity was interpolated from observed gravity values.
 DU1630
 DU1630;                    North         East    Units  Estimated Accuracy
 DU1630;SPC AZ E     -   302,270.      117,260.      MT  (+/- 180 meters Scaled)
 DU1630
 DU1630                          SUPERSEDED SURVEY CONTROL
 DU1630
 DU1630.No superseded survey control is available for this station.
 DU1630
 DU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811313(NAD 83)
 DU1630_MARKER: DR = REFERENCE MARK DISK
 DU1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1630_SP_SET: CONCRETE POST
 DU1630_STAMPING: BM A 20 NO 1 1946
 DU1630_MARK LOGO: CGS   
 DU1630_PROJECTION: FLUSH
 DU1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1630+STABILITY: SURFACE MOTION
 DU1630
 DU1630  HISTORY     - Date     Condition        Report By
 DU1630  HISTORY     - 1946     MONUMENTED       CGS
 DU1630  HISTORY     - 1983     GOOD             NGS
 DU1630
 DU1630                          STATION DESCRIPTION
 DU1630
 DU1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1630'11.3 KM (7.0 MI) NW FROM ROOSEVELT DAM.
 DU1630'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1630'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 DU1630'LEADING NORTHEAST AND 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF
 DU1630'A PAVED ROAD LEADING EAST TO THE CHOLLA BOATING SITE, 0.6 KM (0.4 MI)
 DU1630'SOUTHEAST OF MILEPOST 249, 27.5 METERS (90 FT) NORTHEAST OF THE
 DU1630'HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTHEAST OF THE STATION, 7.0
 DU1630'METERS (23 FT) NORTHWEST OF THE TRACK ROAD CENTER.
 DU1630'THE MARK IS 10.0 METERS  NE FROM A WITNESS POST.
 DU1630'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1631 ***********************************************************************
 DU1631  DESIGNATION -  A 20 RM 2
 DU1631  PID         -  DU1631
 DU1631  STATE/COUNTY-  AZ/GILA
 DU1631  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1631
 DU1631                         *CURRENT SURVEY CONTROL
 DU1631  ___________________________________________________________________
 DU1631* NAD 83(1986)-  33 43 18.     (N)    111 12 13.     (W)     SCALED    
 DU1631* NAVD 88     -       690.322  (meters)    2264.83   (feet)  ADJUSTED  
 DU1631  ___________________________________________________________________
 DU1631  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1631  DYNAMIC HT  -         689.444 (meters)    2261.95  (feet)  COMP
 DU1631  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1631
 DU1631  VERT ORDER  -  FIRST     CLASS II
 DU1631
 DU1631.The horizontal coordinates were scaled from a topographic map and have
 DU1631.an estimated accuracy of +/- 6 seconds.
 DU1631
 DU1631.The orthometric height was determined by differential leveling
 DU1631.and adjusted by the National Geodetic Survey in June 1991..
 DU1631
 DU1631.The geoid height was determined by GEOID03.
 DU1631
 DU1631.The dynamic height is computed by dividing the NAVD 88
 DU1631.geopotential number by the normal gravity value computed on the
 DU1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1631.degrees latitude (g = 980.6199 gals.).
 DU1631
 DU1631.The modeled gravity was interpolated from observed gravity values.
 DU1631
 DU1631;                    North         East    Units  Estimated Accuracy
 DU1631;SPC AZ E     -   302,270.      117,260.      MT  (+/- 180 meters Scaled)
 DU1631
 DU1631                          SUPERSEDED SURVEY CONTROL
 DU1631
 DU1631.No superseded survey control is available for this station.
 DU1631
 DU1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811313(NAD 83)
 DU1631_MARKER: DR = REFERENCE MARK DISK
 DU1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1631_SP_SET: CONCRETE POST
 DU1631_STAMPING: BM A 20 NO 2 1946
 DU1631_MARK LOGO: CGS   
 DU1631_PROJECTION: FLUSH
 DU1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1631+STABILITY: SURFACE MOTION
 DU1631
 DU1631  HISTORY     - Date     Condition        Report By
 DU1631  HISTORY     - 1946     MONUMENTED       CGS
 DU1631  HISTORY     - 1983     GOOD             NGS
 DU1631
 DU1631                          STATION DESCRIPTION
 DU1631
 DU1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1631'11.3 KM (7.0 MI) NW FROM ROOSEVELT DAM.
 DU1631'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU1631'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1631'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 DU1631'LEADING NORTHEAST, 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF A
 DU1631'PAVED ROAD LEADING EAST TO THE CHOLLA BOATING SITE, 0.6 KM (0.4 MI)
 DU1631'SOUTHEAST OF MILEPOST 249, 18.6 METERS (61 FT) NORTHEAST OF THE
 DU1631'HIGHWAY CENTERLINE, 20.7 METERS (68 FT) NORTHWEST OF THE TRACK ROAD
 DU1631'CENTER, 12.2 METERS (40 FT) NORTHWEST OF THE STATION.
 DU1631'THE MARK IS 12.3 METERS  NW FROM A WITNESS POST.
 DU1631'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0398 ***********************************************************************
 DU0398  DESIGNATION -  A 21
 DU0398  PID         -  DU0398
 DU0398  STATE/COUNTY-  AZ/MARICOPA
 DU0398  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0398
 DU0398                         *CURRENT SURVEY CONTROL
 DU0398  ___________________________________________________________________
 DU0398* NAD 83(1986)-  33 39 30.     (N)    111 10 34.     (W)     SCALED    
 DU0398* NAVD 88     -       600.439  (meters)    1969.94   (feet)  ADJUSTED  
 DU0398  ___________________________________________________________________
 DU0398  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DU0398  DYNAMIC HT  -         599.681 (meters)    1967.45  (feet)  COMP
 DU0398  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 DU0398
 DU0398  VERT ORDER  -  FIRST     CLASS II
 DU0398
 DU0398.The horizontal coordinates were scaled from a topographic map and have
 DU0398.an estimated accuracy of +/- 6 seconds.
 DU0398
 DU0398.The orthometric height was determined by differential leveling
 DU0398.and adjusted by the National Geodetic Survey in June 1991..
 DU0398
 DU0398.The geoid height was determined by GEOID03.
 DU0398
 DU0398.The dynamic height is computed by dividing the NAVD 88
 DU0398.geopotential number by the normal gravity value computed on the
 DU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0398.degrees latitude (g = 980.6199 gals.).
 DU0398
 DU0398.The modeled gravity was interpolated from observed gravity values.
 DU0398
 DU0398;                    North         East    Units  Estimated Accuracy
 DU0398;SPC AZ C     -   295,010.      282,040.      MT  (+/- 180 meters Scaled)
 DU0398
 DU0398                          SUPERSEDED SURVEY CONTROL
 DU0398
 DU0398  NGVD 29 (??/??/92)  599.847  (m)         1968.00   (f) ADJ UNCH    1 2
 DU0398
 DU0398.Superseded values are not recommended for survey control.
 DU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0398.See file dsdata.txt to determine how the superseded data were derived.
 DU0398
 DU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC836242(NAD 83)
 DU0398_MARKER: DB = BENCH MARK DISK
 DU0398_SETTING: 80 = SET IN A BOULDER
 DU0398_SP_SET: BOULDER
 DU0398_STAMPING: A 21 1933
 DU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0398+STABILITY: SURFACE MOTION
 DU0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0398+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU0398
 DU0398  HISTORY     - Date     Condition        Report By
 DU0398  HISTORY     - 1933     MONUMENTED       CGS
 DU0398  HISTORY     - 1948     GOOD             NGS
 DU0398  HISTORY     - 1980     GOOD             NGS
 DU0398  HISTORY     - 20040403 GOOD             USPSQD
 DU0398
 DU0398                          STATION DESCRIPTION
 DU0398
 DU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0398'4.2 MI SW FROM ROOSEVELT.
 DU0398'IN MARICOPA COUNTY, 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0398'ROOSEVELT, GILA COUNTY, 2 MILES WEST OF ROOSEVELT DAM, ON A POINT
 DU0398'JUTTING OUT TOWARD THE LAKE, 65 FEET NORTHEAST OF THE CENTERLINE OF
 DU0398'THE HIGHWAY, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK,
 DU0398'STAMPED A 21 1933.
 DU0398
 DU0398                          STATION RECOVERY (1948)
 DU0398
 DU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0398'RECOVERED IN GOOD CONDITION.
 DU0398
 DU0398                          STATION RECOVERY (1980)
 DU0398
 DU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0398'2.9 KM (1.8 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0398'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.5 KM (0.3 MI)
 DU0398'SOUTHWEST OF HIGHWAY MILEPOST 240, IN TOP OF A 1.5 X 1.5 METER
 DU0398'(5 X 5 FT) BOULDER PROJECTING 1 METER (3 FT), ON A ROCKY POINT
 DU0398'PROJECTING UP RIVER, 19.8 METERS (65.0 FT) NORTHEAST OF THE CENTERLINE
 DU0398'OF THE HIGHWAY, 15.2 METERS (50.0 FT) NORTHEAST OF THE NORTHWEST END
 DU0398'OF A ROCK RETAINING WALL.
 DU0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0398
 DU0398                          STATION RECOVERY (2004)
 DU0398
 DU0398'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0398'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1493 ***********************************************************************
 GR1493  DESIGNATION -  A 21
 GR1493  PID         -  GR1493
 GR1493  STATE/COUNTY-  AZ/MOHAVE
 GR1493  USGS QUAD   -  BOULDER CANYON (1983)
 GR1493
 GR1493                         *CURRENT SURVEY CONTROL
 GR1493  ___________________________________________________________________
 GR1493* NAD 83(1992)-  36 09 02.64089(N)    114 34 11.93275(W)     ADJUSTED  
 GR1493* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 GR1493  ___________________________________________________________________
 GR1493  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GR1493  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1493
 GR1493  HORZ ORDER  -  THIRD
 GR1493
 GR1493.The horizontal coordinates were established by classical geodetic methods
 GR1493.and adjusted by the National Geodetic Survey in August 1993..
 GR1493
 GR1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1493
 GR1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1493
 GR1493.The geoid height was determined by GEOID03.
 GR1493
 GR1493;                    North         East     Units Scale Factor Converg.
 GR1493;SPC AZ W     -   571,567.204   139,572.556   MT  1.00000039   -0 29 01.5
 GR1493;SPC AZ W     - 1,875,220.49    457,915.21   iFT  1.00000039   -0 29 01.5
 GR1493;SPC NV E     - 8,155,869.974   291,185.705   MT  1.00000242   +0 35 52.2
 GR1493;SPC NV E     -26,758,050.07    955,331.77   sFT  1.00000242   +0 35 52.2
 GR1493;UTM  11      - 4,003,402.956   718,614.368   MT  1.00018891   +1 26 02.6
 GR1493
 GR1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1493!SPC AZ W     -   0.99995561  x   1.00000039  =   0.99995600
 GR1493!SPC NV E     -   0.99995561  x   1.00000242  =   0.99995803
 GR1493!UTM  11      -   0.99995561  x   1.00018891  =   1.00014451
 GR1493
 GR1493|---------------------------------------------------------------------|
 GR1493| PID    Reference Object                     Distance      Geod. Az  |
 GR1493|                                                           dddmmss.s |
 GR1493| GR1676 N 27                                230.094 METERS 02029     |
 GR1493| GR1492 A 20                                363.432 METERS 23545     |
 GR1493| GR1675 N 26                                363.461 METERS 33017     |
 GR1493|---------------------------------------------------------------------|
 GR1493
 GR1493                          SUPERSEDED SURVEY CONTROL
 GR1493
 GR1493  NAD 83(1986)-  36 09 02.62762(N)    114 34 11.92524(W) AD(       ) 3
 GR1493  NGVD 29 (06/27/88)  310.0    (m)         1017.     (f) VERT ANG       
 GR1493
 GR1493.Superseded values are not recommended for survey control.
 GR1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1493.See file dsdata.txt to determine how the superseded data were derived.
 GR1493
 GR1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1861403403(NAD 83)
 GR1493_MARKER: DS = TRIANGULATION STATION DISK
 GR1493_SETTING: 66 = SET IN ROCK OUTCROP
 GR1493_SP_SET: SET IN ROCK OUTCROP
 GR1493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1493+STABILITY: POSITION/ELEVATION WELL
 GR1493
 GR1493  HISTORY     - Date     Condition        Report By
 GR1493  HISTORY     - 1948     MONUMENTED       USGS
 GR1493
 GR1493                          STATION DESCRIPTION
 GR1493
 GR1493'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1493'LOCATED ABOUT 0.9 MI NE. OF MOUTH OF WISHING WELL COVE.  IN
 GR1493'BOULDER CANYON, ABOUT 3 FT. SW. OF N.P.S. REFLECTOR, ON SMALL,
 GR1493'ROCKY POINT, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1493'
 GR1493'TO REACH NOT GIVEN.
 GR1493'
 GR1493'STATION MARK--STANDARD TABLET STAMPED---A21 1948---, CEMENTED IN
 GR1493'ROCK OUTCROP.
 GR1493'
 GR1493'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0575 ***********************************************************************
 DU0575  DESIGNATION -  A 22
 DU0575  PID         -  DU0575
 DU0575  STATE/COUNTY-  AZ/PINAL
 DU0575  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0575
 DU0575                         *CURRENT SURVEY CONTROL
 DU0575  ___________________________________________________________________
 DU0575* NAD 83(1986)-  33 24 53.     (N)    111 32 58.     (W)     SCALED    
 DU0575* NAVD 88     -       524.59   (+/-2cm)    1721.1    (feet)  VERTCON   
 DU0575  ___________________________________________________________________
 DU0575  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0575
 DU0575  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0575
 DU0575.The horizontal coordinates were scaled from a topographic map and have
 DU0575.an estimated accuracy of +/- 6 seconds.
 DU0575
 DU0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0575.The vertical order pertains to the NGVD 29 superseded value.
 DU0575
 DU0575.The geoid height was determined by GEOID03.
 DU0575
 DU0575;                    North         East    Units  Estimated Accuracy
 DU0575;SPC AZ C     -   267,800.      247,510.      MT  (+/- 180 meters Scaled)
 DU0575
 DU0575                          SUPERSEDED SURVEY CONTROL
 DU0575
 DU0575  NGVD 29 (??/??/92)  524.022  (m)         1719.23   (f) ADJ UNCH    1 2
 DU0575
 DU0575.Superseded values are not recommended for survey control.
 DU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0575.See file dsdata.txt to determine how the superseded data were derived.
 DU0575
 DU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB489974(NAD 83)
 DU0575_MARKER: DB = BENCH MARK DISK
 DU0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0575_STAMPING: 1719.176 A 22 1933
 DU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0575+STABILITY: SURFACE MOTION
 DU0575
 DU0575  HISTORY     - Date     Condition        Report By
 DU0575  HISTORY     - 1933     MONUMENTED       CGS
 DU0575  HISTORY     - 1948     GOOD             NGS
 DU0575  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0575
 DU0575                          STATION DESCRIPTION
 DU0575
 DU0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0575'IN APACHE JUNCTION.
 DU0575'AT APACHE JUNCTION, PINAL COUNTY, ON STATE HIGHWAY 88, AT A THREE-WAY
 DU0575'HIGHWAY INTERSECTION, SOUTHEAST ON AN APACHE TRAIL MONUMENT, AND IN
 DU0575'THE CENTER OF THE TRIANGLE FORMED AT THE INTERSECTION, SET IN THE TOP
 DU0575'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0575
 DU0575                          STATION RECOVERY (1999)
 DU0575
 DU0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1494 ***********************************************************************
 GR1494  DESIGNATION -  A 22
 GR1494  PID         -  GR1494
 GR1494  STATE/COUNTY-  AZ/MOHAVE
 GR1494  USGS QUAD   -  BOULDER CANYON (1983)
 GR1494
 GR1494                         *CURRENT SURVEY CONTROL
 GR1494  ___________________________________________________________________
 GR1494* NAD 83(1992)-  36 08 41.64558(N)    114 33 48.81904(W)     ADJUSTED  
 GR1494* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1494  ___________________________________________________________________
 GR1494  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GR1494  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1494
 GR1494  HORZ ORDER  -  THIRD
 GR1494
 GR1494.The horizontal coordinates were established by classical geodetic methods
 GR1494.and adjusted by the National Geodetic Survey in August 1993..
 GR1494
 GR1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1494
 GR1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1494
 GR1494.The geoid height was determined by GEOID03.
 GR1494
 GR1494;                    North         East     Units Scale Factor Converg.
 GR1494;SPC AZ W     -   570,915.236   140,144.905   MT  0.99999936   -0 28 47.6
 GR1494;SPC AZ W     - 1,873,081.48    459,793.00   iFT  0.99999936   -0 28 47.6
 GR1494;SPC NV E     - 8,155,228.923   291,770.260   MT  1.00000374   +0 36 05.5
 GR1494;SPC NV E     -26,755,946.89    957,249.59   sFT  1.00000374   +0 36 05.5
 GR1494;UTM  11      - 4,002,770.385   719,208.327   MT  1.00019211   +1 26 15.6
 GR1494
 GR1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1494!SPC AZ W     -   0.99995075  x   0.99999936  =   0.99995011
 GR1494!SPC NV E     -   0.99995075  x   1.00000374  =   0.99995449
 GR1494!UTM  11      -   0.99995075  x   1.00019211  =   1.00014285
 GR1494
 GR1494:                Primary Azimuth Mark                     Grid Az
 GR1494:SPC AZ W     -  A 19                                     274 56 38.8
 GR1494:SPC NV E     -  A 19                                     273 51 45.7
 GR1494:UTM  11      -  A 19                                     273 01 35.6
 GR1494
 GR1494|---------------------------------------------------------------------|
 GR1494| PID    Reference Object                     Distance      Geod. Az  |
 GR1494|                                                           dddmmss.s |
 GR1494| GR1487 A 19                                APPROX. 1.3 KM 2742751.2 |
 GR1494|---------------------------------------------------------------------|
 GR1494
 GR1494                          SUPERSEDED SURVEY CONTROL
 GR1494
 GR1494  NAD 83(1986)-  36 08 41.63246(N)    114 33 48.81132(W) AD(       ) 3
 GR1494  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG       
 GR1494
 GR1494.Superseded values are not recommended for survey control.
 GR1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1494.See file dsdata.txt to determine how the superseded data were derived.
 GR1494
 GR1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1920802770(NAD 83)
 GR1494_MARKER: DS = TRIANGULATION STATION DISK
 GR1494_SETTING: 80 = SET IN A BOULDER
 GR1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1494+STABILITY: SURFACE MOTION
 GR1494
 GR1494  HISTORY     - Date     Condition        Report By
 GR1494  HISTORY     - 1948     MONUMENTED       USGS
 GR1494
 GR1494                          STATION DESCRIPTION
 GR1494
 GR1494'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1494'LOCATED ABOUT 1.5 MI S. OF BOULDER CANYON, ABOUT 1.1 MI NE. OF
 GR1494'MOUTH OF WISHING WELL COVE.  ON MAIN RIDGE OF BLACK MTNS., AT
 GR1494'POINT WHERE RIDGE BEGINS TO DROP OFF TOWARD BOULDER CANYON, ABOUT
 GR1494'1800 FT. ABOVE HIGH WATER MARK, ABOUT 4 FT. S. OF 4-FT. HIGH ROCK
 GR1494'CAIRN.  A 2-1/2 HOUR PACK.
 GR1494'
 GR1494'TO REACH NOT GIVEN.
 GR1494'
 GR1494'STATION MARK--STANDARD TABLET STAMPED---A22 1948---, CEMENTED IN
 GR1494'TOP OF BOULDER IN PLACE.
 GR1494'
 GR1494'RMS--NONE SET.
 GR1494'
 GR1494'NOTE--FAIRCHILD STATION DESIGNATED AS MONUMENT SOUTH OF BOULDER,
 GR1494'4.10 FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1495 ***********************************************************************
 GR1495  DESIGNATION -  A 22 A
 GR1495  PID         -  GR1495
 GR1495  STATE/COUNTY-  AZ/MOHAVE
 GR1495  USGS QUAD   -  BOULDER CANYON (1983)
 GR1495
 GR1495                         *CURRENT SURVEY CONTROL
 GR1495  ___________________________________________________________________
 GR1495* NAD 83(1992)-  36 08 56.35282(N)    114 32 57.06145(W)     ADJUSTED  
 GR1495* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1495  ___________________________________________________________________
 GR1495  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GR1495  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1495
 GR1495  HORZ ORDER  -  THIRD
 GR1495
 GR1495.The horizontal coordinates were established by classical geodetic methods
 GR1495.and adjusted by the National Geodetic Survey in August 1993..
 GR1495
 GR1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1495
 GR1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1495
 GR1495.The geoid height was determined by GEOID03.
 GR1495
 GR1495;                    North         East     Units Scale Factor Converg.
 GR1495;SPC AZ W     -   571,357.795   141,442.506   MT  0.99999704   -0 28 17.2
 GR1495;SPC AZ W     - 1,874,533.45    464,050.22   iFT  0.99999704   -0 28 17.2
 GR1495;SPC NV E     - 8,155,695.897   293,059.286   MT  1.00000667   +0 36 36.3
 GR1495;SPC NV E     -26,757,478.96    961,478.67   sFT  1.00000667   +0 36 36.3
 GR1495;UTM  11      - 4,003,256.213   720,490.645   MT  1.00019906   +1 26 46.6
 GR1495
 GR1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1495!SPC AZ W     -   0.99995844  x   0.99999704  =   0.99995548
 GR1495!SPC NV E     -   0.99995844  x   1.00000667  =   0.99996511
 GR1495!UTM  11      -   0.99995844  x   1.00019906  =   1.00015749
 GR1495
 GR1495:                Primary Azimuth Mark                     Grid Az
 GR1495:SPC AZ W     -  N 27 A                                   019 48 11.4
 GR1495:SPC NV E     -  N 27 A                                   018 43 17.9
 GR1495:UTM  11      -  N 27 A                                   017 53 07.6
 GR1495
 GR1495|---------------------------------------------------------------------|
 GR1495| PID    Reference Object                     Distance      Geod. Az  |
 GR1495|                                                           dddmmss.s |
 GR1495| GR1677 N 27 A                              APPROX. 0.7 KM 0191954.2 |
 GR1495|---------------------------------------------------------------------|
 GR1495
 GR1495                          SUPERSEDED SURVEY CONTROL
 GR1495
 GR1495  NAD 83(1986)-  36 08 56.33984(N)    114 32 57.05367(W) AD(       ) 3
 GR1495  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG       
 GR1495
 GR1495.Superseded values are not recommended for survey control.
 GR1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1495.See file dsdata.txt to determine how the superseded data were derived.
 GR1495
 GR1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2049103256(NAD 83)
 GR1495_MARKER: DS = TRIANGULATION STATION DISK
 GR1495_SETTING: 66 = SET IN ROCK OUTCROP
 GR1495_SP_SET: SET IN BEDROCK
 GR1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1495+STABILITY: POSITION/ELEVATION WELL
 GR1495
 GR1495  HISTORY     - Date     Condition        Report By
 GR1495  HISTORY     - 1948     MONUMENTED       USGS
 GR1495
 GR1495                          STATION DESCRIPTION
 GR1495
 GR1495'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1495'LOCATED ABOUT 0.3 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1495'BOULDER CANYON.  ON SHARP POINT, ABOUT 10 FT. BELOW HIGH WATER
 GR1495'MARK.
 GR1495'
 GR1495'TO REACH NOT GIVEN.
 GR1495'
 GR1495'STATION MARK--STANDARD TABLET STAMPED---A22A 1948---, CEMENTED IN
 GR1495'BEDROCK.
 GR1495'
 GR1495'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0354 ***********************************************************************
 DV0354  DESIGNATION -  A 23
 DV0354  PID         -  DV0354
 DV0354  STATE/COUNTY-  AZ/PINAL
 DV0354  USGS QUAD   -  PIMA BUTTE (1967)
 DV0354
 DV0354                         *CURRENT SURVEY CONTROL
 DV0354  ___________________________________________________________________
 DV0354* NAD 83(1986)-  33 08 18.     (N)    112 00 36.     (W)     SCALED    
 DV0354* NAVD 88     -       348.50   (+/-2cm)    1143.4    (feet)  VERTCON   
 DV0354  ___________________________________________________________________
 DV0354  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0354
 DV0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0354
 DV0354.The horizontal coordinates were scaled from a topographic map and have
 DV0354.an estimated accuracy of +/- 6 seconds.
 DV0354
 DV0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0354.The vertical order pertains to the NGVD 29 superseded value.
 DV0354
 DV0354.The geoid height was determined by GEOID03.
 DV0354
 DV0354;                    North         East    Units  Estimated Accuracy
 DV0354;SPC AZ C     -   237,100.      204,650.      MT  (+/- 180 meters Scaled)
 DV0354
 DV0354                          SUPERSEDED SURVEY CONTROL
 DV0354
 DV0354  NGVD 29 (??/??/92)  347.991  (m)         1141.70   (f) ADJ UNCH    2 0
 DV0354
 DV0354.Superseded values are not recommended for survey control.
 DV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0354.See file dsdata.txt to determine how the superseded data were derived.
 DV0354
 DV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB057670(NAD 83)
 DV0354_MARKER: DB = BENCH MARK DISK
 DV0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0354_STAMPING: A 23 1933
 DV0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0354+STABILITY: SURFACE MOTION
 DV0354
 DV0354  HISTORY     - Date     Condition        Report By
 DV0354  HISTORY     - 1933     MONUMENTED       CGS
 DV0354  HISTORY     - 1948     GOOD             NGS
 DV0354
 DV0354                          STATION DESCRIPTION
 DV0354
 DV0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0354'6.1 MI N FROM MARICOPA.
 DV0354'6.1 MILES NORTH ALONG THE OLD SOUTHERN PACIFIC CO. RAILROAD BED FROM
 DV0354'THE POST OFFICE AT MARICOPA, 115 FEET SOUTHWEST OF MILE POST 935, 52
 DV0354'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET SOUTH OF THE
 DV0354'CENTER LINE OF A DIM TRACK ROAD LEADING EAST, ABOUT LEVEL WITH THE
 DV0354'ROAD AND 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DV0354'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1496 ***********************************************************************
 GR1496  DESIGNATION -  A 23
 GR1496  PID         -  GR1496
 GR1496  STATE/COUNTY-  AZ/MOHAVE
 GR1496  USGS QUAD   -  BOULDER CANYON (1983)
 GR1496
 GR1496                         *CURRENT SURVEY CONTROL
 GR1496  ___________________________________________________________________
 GR1496* NAD 83(1992)-  36 08 29.63947(N)    114 31 53.56944(W)     ADJUSTED  
 GR1496* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1496  ___________________________________________________________________
 GR1496  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GR1496  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1496
 GR1496  HORZ ORDER  -  THIRD
 GR1496
 GR1496.The horizontal coordinates were established by classical geodetic methods
 GR1496.and adjusted by the National Geodetic Survey in August 1993..
 GR1496
 GR1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1496
 GR1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1496
 GR1496.The geoid height was determined by GEOID03.
 GR1496
 GR1496;                    North         East     Units Scale Factor Converg.
 GR1496;SPC AZ W     -   570,521.533   143,023.012   MT  0.99999427   -0 27 39.5
 GR1496;SPC AZ W     - 1,871,789.81    469,235.60   iFT  0.99999427   -0 27 39.5
 GR1496;SPC NV E     - 8,154,889.603   294,655.314   MT  1.00001036   +0 37 13.3
 GR1496;SPC NV E     -26,754,833.64    966,714.98   sFT  1.00001036   +0 37 13.3
 GR1496;UTM  11      - 4,002,473.144   722,098.583   MT  1.00020783   +1 27 23.2
 GR1496
 GR1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1496!SPC AZ W     -   0.99995844  x   0.99999427  =   0.99995271
 GR1496!SPC NV E     -   0.99995844  x   1.00001036  =   0.99996880
 GR1496!UTM  11      -   0.99995844  x   1.00020783  =   1.00016627
 GR1496
 GR1496:                Primary Azimuth Mark                     Grid Az
 GR1496:SPC AZ W     -  BLACK                                    239 23 18.7
 GR1496:SPC NV E     -  BLACK                                    238 18 25.9
 GR1496:UTM  11      -  BLACK                                    237 28 16.0
 GR1496
 GR1496|---------------------------------------------------------------------|
 GR1496| PID    Reference Object                     Distance      Geod. Az  |
 GR1496|                                                           dddmmss.s |
 GR1496| GR1588 BLACK                               APPROX. 3.3 KM 2385539.2 |
 GR1496|---------------------------------------------------------------------|
 GR1496
 GR1496                          SUPERSEDED SURVEY CONTROL
 GR1496
 GR1496  NAD 83(1986)-  36 08 29.62670(N)    114 31 53.56152(W) AD(       ) 3
 GR1496  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG       
 GR1496
 GR1496.Superseded values are not recommended for survey control.
 GR1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1496.See file dsdata.txt to determine how the superseded data were derived.
 GR1496
 GR1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2209902473(NAD 83)
 GR1496_MARKER: DS = TRIANGULATION STATION DISK
 GR1496_SETTING: 80 = SET IN A BOULDER
 GR1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1496+STABILITY: SURFACE MOTION
 GR1496
 GR1496  HISTORY     - Date     Condition        Report By
 GR1496  HISTORY     - 1948     MONUMENTED       USGS
 GR1496
 GR1496                          STATION DESCRIPTION
 GR1496
 GR1496'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1496'LOCATED ABOUT 1.3 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1496'BOULDER CANYON.  ON TOP OF PROMINENT, REDDISH-COLORED, LOW RIDGE,
 GR1496'ABOUT 80 FT. SE. OF NORTHWEST END OF RIDGE, ABOUT 15 FT. ABOVE
 GR1496'HIGH WATER MARK.
 GR1496'
 GR1496'TO REACH NOT GIVEN.
 GR1496'
 GR1496'STATION MARK--STANDARD TABLET STAMPED---A23 1948---, CEMENTED IN
 GR1496'TOP OF ROCK SET IN PLACE.
 GR1496'
 GR1496'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0268 ***********************************************************************
 DV0268  DESIGNATION -  A 24
 DV0268  PID         -  DV0268
 DV0268  STATE/COUNTY-  AZ/MARICOPA
 DV0268  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0268
 DV0268                         *CURRENT SURVEY CONTROL
 DV0268  ___________________________________________________________________
 DV0268* NAD 83(1992)-  33 43 07.59479(N)    112 27 07.91232(W)     ADJUSTED  
 DV0268* NAVD 88     -       441.534  (meters)    1448.60   (feet)  POSTED    
 DV0268  ___________________________________________________________________
 DV0268  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV0268  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0268  DYNAMIC HT  -         441.020 (meters)    1446.91  (feet)  COMP
 DV0268  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 DV0268
 DV0268  HORZ ORDER  -  SECOND
 DV0268  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0268
 DV0268.The horizontal coordinates were established by classical geodetic methods
 DV0268.and adjusted by the National Geodetic Survey in August 1993..
 DV0268
 DV0268.The orthometric height was determined by differential leveling
 DV0268.and adjusted by the National Geodetic Survey in November 2005..
 DV0268.No vertical observational check was made to the station.
 DV0268.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0268.was located on a no-check spur therefore a value was not computed.
 DV0268
 DV0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0268
 DV0268.The geoid height was determined by GEOID03.
 DV0268
 DV0268.The dynamic height is computed by dividing the NAVD 88
 DV0268.geopotential number by the normal gravity value computed on the
 DV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0268.degrees latitude (g = 980.6199 gals.).
 DV0268
 DV0268.The modeled gravity was interpolated from observed gravity values.
 DV0268
 DV0268;                    North         East     Units Scale Factor Converg.
 DV0268;SPC AZ C     -   301,592.445   163,727.306   MT  0.99993036   -0 17 50.2
 DV0268;SPC AZ C     -   989,476.53    537,163.08   iFT  0.99993036   -0 17 50.2
 DV0268;UTM  12      - 3,731,921.858   365,446.783   MT  0.99982319   -0 48 22.5
 DV0268
 DV0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0268!SPC AZ C     -   0.99993538  x   0.99993036  =   0.99986575
 DV0268!UTM  12      -   0.99993538  x   0.99982319  =   0.99975858
 DV0268
 DV0268                          SUPERSEDED SURVEY CONTROL
 DV0268
 DV0268  NAD 83(1986)-  33 43 07.58809(N)    112 27 07.92110(W) AD(       ) 2
 DV0268  NAD 27      -  33 43 07.46000(N)    112 27 05.32700(W) AD(       ) 2
 DV0268  NGVD 29 (??/??/92)  441.055  (m)         1447.03   (f) ADJ UNCH    2 0
 DV0268
 DV0268.Superseded values are not recommended for survey control.
 DV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0268.See file dsdata.txt to determine how the superseded data were derived.
 DV0268
 DV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6544731922(NAD 83)
 DV0268_MARKER: DB = BENCH MARK DISK
 DV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0268_STAMPING: A 24 1933
 DV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0268+STABILITY: SURFACE MOTION
 DV0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0268+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 DV0268
 DV0268  HISTORY     - Date     Condition        Report By
 DV0268  HISTORY     - 1933     MONUMENTED       CGS
 DV0268  HISTORY     - 1947     GOOD             CGS
 DV0268  HISTORY     - 1956     GOOD             NGS
 DV0268  HISTORY     - 1989     GOOD             USPSQD
 DV0268  HISTORY     - 19990107 GOOD             USPSQD
 DV0268  HISTORY     - 20000109 GOOD             USPSQD
 DV0268  HISTORY     - 20020930 GOOD             MCDOT
 DV0268
 DV0268                          STATION DESCRIPTION
 DV0268
 DV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0268'5.3 MI NW FROM BEARDSLEY.
 DV0268'CONCRETE POST, 2.0 MILES NORTHWEST OF MOUNTAIN VIEW, BETWEEN A. T. AND
 DV0268'S. F. RY. AND HIGHWAY, 200 FEET WEST OF MILEPOST 164, 180 FEET EAST OF
 DV0268'HIGHWAY CULVERT, 60 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0268
 DV0268                          STATION RECOVERY (1947)
 DV0268
 DV0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 DV0268'LOCATED BETWEEN U.S. HIGHWAYS 60, 70, 89 AND THE SANTA FE
 DV0268'RAILROAD.  5.55 MILES NORTHWEST OF BEARDSLEY AND 6 MILES
 DV0268'SOUTHEAST OF WITTMANN.
 DV0268'
 DV0268'BENCH MARK A24 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV0268'POST PROJECTING 1 FOOT.  IT IS 4 FEET EAST OF A WITNESS POST,
 DV0268'250 FEET WEST OF MILE POST 164, 60 FEET SOUTHEAST OF THE
 DV0268'CENTER LINE OF THE RAILROAD AND 180 FEET EAST OF A HIGHWAY
 DV0268'CULVERT.  IT IS STAMPED A24 1933.
 DV0268
 DV0268                          STATION RECOVERY (1956)
 DV0268
 DV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (1989)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (1999)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (2000)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (2002)
 DV0268
 DV0268'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1497 ***********************************************************************
 GR1497  DESIGNATION -  A 24
 GR1497  PID         -  GR1497
 GR1497  STATE/COUNTY-  AZ/MOHAVE
 GR1497  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR1497
 GR1497                         *CURRENT SURVEY CONTROL
 GR1497  ___________________________________________________________________
 GR1497* NAD 83(1992)-  36 06 55.06933(N)    114 31 07.69911(W)     ADJUSTED  
 GR1497* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1497  ___________________________________________________________________
 GR1497  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GR1497  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1497
 GR1497  HORZ ORDER  -  THIRD
 GR1497
 GR1497.The horizontal coordinates were established by classical geodetic methods
 GR1497.and adjusted by the National Geodetic Survey in August 1993..
 GR1497
 GR1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1497
 GR1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1497
 GR1497.The geoid height was determined by GEOID03.
 GR1497
 GR1497;                    North         East     Units Scale Factor Converg.
 GR1497;SPC AZ W     -   567,597.598   144,146.694   MT  0.99999234   -0 27 11.4
 GR1497;SPC AZ W     - 1,862,196.84    472,922.22   iFT  0.99999234   -0 27 11.4
 GR1497;SPC NV E     - 8,151,987.334   295,833.980   MT  1.00001313   +0 37 39.0
 GR1497;SPC NV E     -26,745,311.78    970,581.98   sFT  1.00001313   +0 37 39.0
 GR1497;UTM  11      - 3,999,587.801   723,319.703   MT  1.00021454   +1 27 47.0
 GR1497
 GR1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1497!SPC AZ W     -   0.99994653  x   0.99999234  =   0.99993887
 GR1497!SPC NV E     -   0.99994653  x   1.00001313  =   0.99995966
 GR1497!UTM  11      -   0.99994653  x   1.00021454  =   1.00016106
 GR1497
 GR1497:                Primary Azimuth Mark                     Grid Az
 GR1497:SPC AZ W     -  BLACK                                    287 27 10.4
 GR1497:SPC NV E     -  BLACK                                    286 22 20.0
 GR1497:UTM  11      -  BLACK                                    285 32 12.0
 GR1497
 GR1497|---------------------------------------------------------------------|
 GR1497| PID    Reference Object                     Distance      Geod. Az  |
 GR1497|                                                           dddmmss.s |
 GR1497| GR1588 BLACK                               APPROX. 4.2 KM 2865959.0 |
 GR1497|---------------------------------------------------------------------|
 GR1497
 GR1497                          SUPERSEDED SURVEY CONTROL
 GR1497
 GR1497  NAD 83(1986)-  36 06 55.05719(N)    114 31 07.69099(W) AD(       ) 3
 GR1497  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1497
 GR1497.Superseded values are not recommended for survey control.
 GR1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1497.See file dsdata.txt to determine how the superseded data were derived.
 GR1497
 GR1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2332099588(NAD 83)
 GR1497_MARKER: DS = TRIANGULATION STATION DISK
 GR1497_SETTING: 80 = SET IN A BOULDER
 GR1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1497+STABILITY: SURFACE MOTION
 GR1497
 GR1497  HISTORY     - Date     Condition        Report By
 GR1497  HISTORY     - 1948     MONUMENTED       USGS
 GR1497
 GR1497                          STATION DESCRIPTION
 GR1497
 GR1497'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1497'LOCATED 5.5 MI S. OF MIDDLE POINT, ABOUT 3 MI SE. OF N.P.S. LIGHT
 GR1497'BASE AT EAST END OF BOULDER CANYON.  ON PROMINENT GYPSUM BLUFF,
 GR1497'ABOUT 50 FT. S. OF NORTH END OF BLUFF, 50 FT. ABOVE HIGH WATER
 GR1497'MARK.
 GR1497'
 GR1497'TO REACH NOT GIVEN.
 GR1497'
 GR1497'STATION MARK--STANDARD TABLET STAMPED---A24 1948---, CEMENTED IN
 GR1497'ROCK SET FLUSH WITH GROUND.
 GR1497'
 GR1497'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0987 ***********************************************************************
 DV0987  DESIGNATION -  A 25
 DV0987  PID         -  DV0987
 DV0987  STATE/COUNTY-  AZ/MARICOPA
 DV0987  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0987
 DV0987                         *CURRENT SURVEY CONTROL
 DV0987  ___________________________________________________________________
 DV0987* NAD 83(1986)-  33 57 57.     (N)    113 04 14.     (W)     SCALED    
 DV0987* NAVD 88     -       693.38   (+/-2cm)    2274.9    (feet)  VERTCON   
 DV0987  ___________________________________________________________________
 DV0987  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0987
 DV0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0987
 DV0987.The horizontal coordinates were scaled from a topographic map and have
 DV0987.an estimated accuracy of +/- 6 seconds.
 DV0987
 DV0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0987.The vertical order pertains to the NGVD 29 superseded value.
 DV0987
 DV0987.The geoid height was determined by GEOID03.
 DV0987
 DV0987;                    North         East    Units  Estimated Accuracy
 DV0987;SPC AZ C     -   329,460.      106,720.      MT  (+/- 180 meters Scaled)
 DV0987
 DV0987                          SUPERSEDED SURVEY CONTROL
 DV0987
 DV0987  NGVD 29 (??/??/92)  692.693  (m)         2272.61   (f) ADJ UNCH    2 0
 DV0987
 DV0987.Superseded values are not recommended for survey control.
 DV0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0987.See file dsdata.txt to determine how the superseded data were derived.
 DV0987
 DV0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC086602(NAD 83)
 DV0987_MARKER: DB = BENCH MARK DISK
 DV0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0987_STAMPING: A 25 1933
 DV0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0987+STABILITY: SURFACE MOTION
 DV0987
 DV0987  HISTORY     - Date     Condition        Report By
 DV0987  HISTORY     - 1933     MONUMENTED       CGS
 DV0987  HISTORY     - 1934     GOOD             NGS
 DV0987
 DV0987                          STATION DESCRIPTION
 DV0987
 DV0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0987'6.2 MI E FROM AGUILA.
 DV0987'6.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0987'AGUILA, MARICOPA COUNTY, 1.5 MILES WEST OF THE SIDING AT FOREPAUGH,
 DV0987'0.5 MILE WEST OF A WINDMILL, 130 FEET SOUTH OF MILEPOST 16, AND 95
 DV0987'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 DV0987'25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1498 ***********************************************************************
 GR1498  DESIGNATION -  A 25
 GR1498  PID         -  GR1498
 GR1498  STATE/COUNTY-  AZ/MOHAVE
 GR1498  USGS QUAD   -  BONELLI BAY (1983)
 GR1498
 GR1498                         *CURRENT SURVEY CONTROL
 GR1498  ___________________________________________________________________
 GR1498* NAD 83(1992)-  36 05 37.96580(N)    114 29 46.54390(W)     ADJUSTED  
 GR1498* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 GR1498  ___________________________________________________________________
 GR1498  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GR1498  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1498
 GR1498  HORZ ORDER  -  THIRD
 GR1498
 GR1498.The horizontal coordinates were established by classical geodetic methods
 GR1498.and adjusted by the National Geodetic Survey in August 1993..
 GR1498
 GR1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1498
 GR1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1498
 GR1498.The geoid height was determined by GEOID03.
 GR1498
 GR1498;                    North         East     Units Scale Factor Converg.
 GR1498;SPC AZ W     -   565,205.355   146,157.981   MT  0.99998896   -0 26 22.7
 GR1498;SPC AZ W     - 1,854,348.28    479,520.94   iFT  0.99998896   -0 26 22.7
 GR1498;SPC NV E     - 8,149,633.381   297,890.066   MT  1.00001803   +0 38 25.6
 GR1498;SPC NV E     -26,737,588.85    977,327.66   sFT  1.00001803   +0 38 25.6
 GR1498;UTM  11      - 3,997,263.598   725,410.317   MT  1.00022610   +1 28 32.2
 GR1498
 GR1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1498!SPC AZ W     -   0.99994575  x   0.99998896  =   0.99993471
 GR1498!SPC NV E     -   0.99994575  x   1.00001803  =   0.99996378
 GR1498!UTM  11      -   0.99994575  x   1.00022610  =   1.00017184
 GR1498
 GR1498:                Primary Azimuth Mark                     Grid Az
 GR1498:SPC AZ W     -  A 24                                     319 56 39.5
 GR1498:SPC NV E     -  A 24                                     318 51 51.2
 GR1498:UTM  11      -  A 24                                     318 01 44.6
 GR1498
 GR1498|---------------------------------------------------------------------|
 GR1498| PID    Reference Object                     Distance      Geod. Az  |
 GR1498|                                                           dddmmss.s |
 GR1498| GR1497 A 24                                APPROX. 3.1 KM 3193016.8 |
 GR1498|---------------------------------------------------------------------|
 GR1498
 GR1498                          SUPERSEDED SURVEY CONTROL
 GR1498
 GR1498  NAD 83(1986)-  36 05 37.95399(N)    114 29 46.53569(W) AD(       ) 3
 GR1498  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG       
 GR1498
 GR1498.Superseded values are not recommended for survey control.
 GR1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1498.See file dsdata.txt to determine how the superseded data were derived.
 GR1498
 GR1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2541097264(NAD 83)
 GR1498_MARKER: DS = TRIANGULATION STATION DISK
 GR1498_SETTING: 80 = SET IN A BOULDER
 GR1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1498+STABILITY: SURFACE MOTION
 GR1498
 GR1498  HISTORY     - Date     Condition        Report By
 GR1498  HISTORY     - 1948     MONUMENTED       USGS
 GR1498
 GR1498                          STATION DESCRIPTION
 GR1498
 GR1498'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1498'LOCATED ABOUT 4.9 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1498'BOULDER CANYON.  ON FLAT RIDGE JUST E. OF SMALL WASH, ABOUT 100
 GR1498'FT. S. OF HIGH WATER MARK AT NORTH END OF RIDGE, ABOUT 20 FT. W.
 GR1498'OF CREST OF RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1498'
 GR1498'TO REACH NOT GIVEN.
 GR1498'
 GR1498'STATION MARK--STANDARD TABLET STAMPED---A25 1948---, CEMENTED IN
 GR1498'TOP OF BOULDER IN PLACE.
 GR1498'
 GR1498'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1499 ***********************************************************************
 GR1499  DESIGNATION -  A 25 A
 GR1499  PID         -  GR1499
 GR1499  STATE/COUNTY-  AZ/MOHAVE
 GR1499  USGS QUAD   -  BONELLI BAY (1983)
 GR1499
 GR1499                         *CURRENT SURVEY CONTROL
 GR1499  ___________________________________________________________________
 GR1499* NAD 83(1992)-  36 06 28.12870(N)    114 27 08.79650(W)     ADJUSTED  
 GR1499* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1499  ___________________________________________________________________
 GR1499  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GR1499  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GR1499
 GR1499  HORZ ORDER  -  THIRD
 GR1499
 GR1499.The horizontal coordinates were established by classical geodetic methods
 GR1499.and adjusted by the National Geodetic Survey in August 1993..
 GR1499
 GR1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1499
 GR1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1499
 GR1499.The geoid height was determined by GEOID03.
 GR1499
 GR1499;                    North         East     Units Scale Factor Converg.
 GR1499;SPC AZ W     -   566,722.042   150,115.154   MT  0.99998260   -0 24 50.3
 GR1499;SPC AZ W     - 1,859,324.28    492,503.79   iFT  0.99998260   -0 24 50.3
 GR1499;SPC NV E     - 8,151,224.463   301,818.087   MT  1.00002770   +0 39 59.4
 GR1499;SPC NV E     -26,742,808.93    990,214.84   sFT  1.00002770   +0 39 59.4
 GR1499;UTM  11      - 3,998,912.127   729,315.561   MT  1.00024798   +1 30 07.0
 GR1499
 GR1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1499!SPC AZ W     -   0.99994653  x   0.99998260  =   0.99992913
 GR1499!SPC NV E     -   0.99994653  x   1.00002770  =   0.99997423
 GR1499!UTM  11      -   0.99994653  x   1.00024798  =   1.00019450
 GR1499
 GR1499:                Primary Azimuth Mark                     Grid Az
 GR1499:SPC AZ W     -  A 25 B                                   201 37 32.5
 GR1499:SPC NV E     -  A 25 B                                   200 32 42.8
 GR1499:UTM  11      -  A 25 B                                   199 42 35.2
 GR1499
 GR1499|---------------------------------------------------------------------|
 GR1499| PID    Reference Object                     Distance      Geod. Az  |
 GR1499|                                                           dddmmss.s |
 GR1499| GR1501 A 25 B                              APPROX. 3.0 KM 2011242.2 |
 GR1499|---------------------------------------------------------------------|
 GR1499
 GR1499                          SUPERSEDED SURVEY CONTROL
 GR1499
 GR1499  NAD 83(1986)-  36 06 28.11714(N)    114 27 08.78893(W) AD(       ) 3
 GR1499  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1499
 GR1499.Superseded values are not recommended for survey control.
 GR1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1499.See file dsdata.txt to determine how the superseded data were derived.
 GR1499
 GR1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2931698912(NAD 83)
 GR1499_MARKER: DS = TRIANGULATION STATION DISK
 GR1499_SETTING: 80 = SET IN A BOULDER
 GR1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1499+STABILITY: SURFACE MOTION
 GR1499
 GR1499  HISTORY     - Date     Condition        Report By
 GR1499  HISTORY     - 1948     MONUMENTED       USGS
 GR1499
 GR1499                          STATION DESCRIPTION
 GR1499
 GR1499'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1499'LOCATED ABOUT 4.2 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1499'NORTHERNMOST END OF LONG, LOW RIDGE WHICH FORMS WEST SIDE OF
 GR1499'DETRITAL WASH, ABOUT 10 FT. S. OF SMALL CASTLE ROCK, ON HIGH
 GR1499'WATER MARK.
 GR1499'
 GR1499'TO REACH NOT GIVEN.
 GR1499'
 GR1499'STATION MARK--STANDARD TABLET STAMPED---A25A 1948---, CEMENTED IN
 GR1499'TOP OF BOULDER OF CONGLOMERATE ROCK.
 GR1499'
 GR1499'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1500 ***********************************************************************
 GR1500  DESIGNATION -  A 25 AA
 GR1500  PID         -  GR1500
 GR1500  STATE/COUNTY-  AZ/MOHAVE
 GR1500  USGS QUAD   -  BONELLI BAY (1983)
 GR1500
 GR1500                         *CURRENT SURVEY CONTROL
 GR1500  ___________________________________________________________________
 GR1500* NAD 83(1992)-  36 05 42.08840(N)    114 27 15.70377(W)     ADJUSTED  
 GR1500* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1500  ___________________________________________________________________
 GR1500  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GR1500  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1500
 GR1500  HORZ ORDER  -  THIRD
 GR1500
 GR1500.The horizontal coordinates were established by classical geodetic methods
 GR1500.and adjusted by the National Geodetic Survey in August 1993..
 GR1500
 GR1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1500
 GR1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1500
 GR1500.The geoid height was determined by GEOID03.
 GR1500
 GR1500;                    North         East     Units Scale Factor Converg.
 GR1500;SPC AZ W     -   565,304.278   149,932.122   MT  0.99998289   -0 24 53.9
 GR1500;SPC AZ W     - 1,854,672.83    491,903.29   iFT  0.99998289   -0 24 53.9
 GR1500;SPC NV E     - 8,149,803.436   301,661.811   MT  1.00002731   +0 39 54.6
 GR1500;SPC NV E     -26,738,146.77    989,702.12   sFT  1.00002731   +0 39 54.6
 GR1500;UTM  11      - 3,997,488.660   729,179.989   MT  1.00024722   +1 30 01.3
 GR1500
 GR1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1500!SPC AZ W     -   0.99994653  x   0.99998289  =   0.99992943
 GR1500!SPC NV E     -   0.99994653  x   1.00002731  =   0.99997384
 GR1500!UTM  11      -   0.99994653  x   1.00024722  =   1.00019374
 GR1500
 GR1500                          SUPERSEDED SURVEY CONTROL
 GR1500
 GR1500  NAD 83(1986)-  36 05 42.07699(N)    114 27 15.69605(W) AD(       ) 3
 GR1500  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1500
 GR1500.Superseded values are not recommended for survey control.
 GR1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1500.See file dsdata.txt to determine how the superseded data were derived.
 GR1500
 GR1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2918097489(NAD 83)
 GR1500_MARKER: DS = TRIANGULATION STATION DISK
 GR1500_SETTING: 80 = SET IN A BOULDER
 GR1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1500+STABILITY: SURFACE MOTION
 GR1500
 GR1500  HISTORY     - Date     Condition        Report By
 GR1500  HISTORY     - 1948     MONUMENTED       USGS
 GR1500
 GR1500                          STATION DESCRIPTION
 GR1500
 GR1500'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1500'NOT OCCUPIED.
 GR1500'
 GR1500'LOCATED ABOUT 4.9 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1500'ABOUT 0.9 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1500'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON LARGE,
 GR1500'FLAT TOP ABOUT 1210 FT. HIGH.
 GR1500'
 GR1500'STATION MARK--STANDARD TABLET STAMPED---A25AA 1948---, CEMENTED IN
 GR1500'TOP OF ROCK SET IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1501 ***********************************************************************
 GR1501  DESIGNATION -  A 25 B
 GR1501  PID         -  GR1501
 GR1501  STATE/COUNTY-  AZ/MOHAVE
 GR1501  USGS QUAD   -  BONELLI BAY (1983)
 GR1501
 GR1501                         *CURRENT SURVEY CONTROL
 GR1501  ___________________________________________________________________
 GR1501* NAD 83(1992)-  36 04 58.16119(N)    114 27 51.81174(W)     ADJUSTED  
 GR1501* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 GR1501  ___________________________________________________________________
 GR1501  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GR1501  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1501
 GR1501  HORZ ORDER  -  THIRD
 GR1501
 GR1501.The horizontal coordinates were established by classical geodetic methods
 GR1501.and adjusted by the National Geodetic Survey in August 1993..
 GR1501
 GR1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1501
 GR1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1501
 GR1501.The geoid height was determined by GEOID03.
 GR1501
 GR1501;                    North         East     Units Scale Factor Converg.
 GR1501;SPC AZ W     -   563,956.981   149,018.962   MT  0.99998432   -0 25 14.7
 GR1501;SPC AZ W     - 1,850,252.56    488,907.36   iFT  0.99998432   -0 25 14.7
 GR1501;SPC NV E     - 8,148,439.110   300,774.169   MT  1.00002509   +0 39 32.6
 GR1501;SPC NV E     -26,733,670.65    986,789.92   sFT  1.00002509   +0 39 32.6
 GR1501;UTM  11      - 3,996,111.241   728,312.135   MT  1.00024233   +1 29 38.4
 GR1501
 GR1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1501!SPC AZ W     -   0.99994261  x   0.99998432  =   0.99992694
 GR1501!SPC NV E     -   0.99994261  x   1.00002509  =   0.99996770
 GR1501!UTM  11      -   0.99994261  x   1.00024233  =   1.00018493
 GR1501
 GR1501:                Primary Azimuth Mark                     Grid Az
 GR1501:SPC AZ W     -  A 25 C                                   176 25 02.1
 GR1501:SPC NV E     -  A 25 C                                   175 20 14.8
 GR1501:UTM  11      -  A 25 C                                   174 30 09.0
 GR1501
 GR1501|---------------------------------------------------------------------|
 GR1501| PID    Reference Object                     Distance      Geod. Az  |
 GR1501|                                                           dddmmss.s |
 GR1501| GR1502 A 25 C                              APPROX. 0.9 KM 1755947.4 |
 GR1501|---------------------------------------------------------------------|
 GR1501
 GR1501                          SUPERSEDED SURVEY CONTROL
 GR1501
 GR1501  NAD 83(1986)-  36 04 58.14985(N)    114 27 51.80374(W) AD(       ) 3
 GR1501  NGVD 29 (06/27/88)  393.0    (m)         1289.     (f) VERT ANG       
 GR1501
 GR1501.Superseded values are not recommended for survey control.
 GR1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1501.See file dsdata.txt to determine how the superseded data were derived.
 GR1501
 GR1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2831296111(NAD 83)
 GR1501_MARKER: DS = TRIANGULATION STATION DISK
 GR1501_SETTING: 66 = SET IN ROCK OUTCROP
 GR1501_SP_SET: SET IN ROCK OUTCROP
 GR1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1501+STABILITY: POSITION/ELEVATION WELL
 GR1501
 GR1501  HISTORY     - Date     Condition        Report By
 GR1501  HISTORY     - 1948     MONUMENTED       USGS
 GR1501
 GR1501                          STATION DESCRIPTION
 GR1501
 GR1501'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1501'LOCATED ABOUT 5.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1501'ABOUT 1.8 MI S. OF MOST NORTHERLY POINT OF LAND WHICH FORMS WEST
 GR1501'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ABOUT 400
 GR1501'FT. S. OF HIGH WATER MARK AT NORTH END OF RIDGE, ABOUT 20 FT.
 GR1501'ABOVE HIGH WATER MARK.
 GR1501'
 GR1501'TO REACH NOT GIVEN.
 GR1501'
 GR1501'STATION MARK--STANDARD TABLET STAMPED---A25B 1948---, CEMENTED IN
 GR1501'GYSUM OUTCROP.
 GR1501'
 GR1501'RMS--NONE SET.
 GR1501'
 GR1501'NOTE--FAIRCHILD STATION DESIGNATED AS F100, 3.05 FT. WNW. OF
 GR1501'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1502 ***********************************************************************
 GR1502  DESIGNATION -  A 25 C
 GR1502  PID         -  GR1502
 GR1502  STATE/COUNTY-  AZ/MOHAVE
 GR1502  USGS QUAD   -  BONELLI BAY (1983)
 GR1502
 GR1502                         *CURRENT SURVEY CONTROL
 GR1502  ___________________________________________________________________
 GR1502* NAD 83(1992)-  36 04 27.55214(N)    114 27 49.17286(W)     ADJUSTED  
 GR1502* NAVD 88     -       426.7    (meters)    1400.     (feet)  VERTCON   
 GR1502  ___________________________________________________________________
 GR1502  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GR1502  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1502
 GR1502  HORZ ORDER  -  THIRD
 GR1502
 GR1502.The horizontal coordinates were established by classical geodetic methods
 GR1502.and adjusted by the National Geodetic Survey in August 1993..
 GR1502
 GR1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1502
 GR1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1502
 GR1502.The geoid height was determined by GEOID03.
 GR1502
 GR1502;                    North         East     Units Scale Factor Converg.
 GR1502;SPC AZ W     -   563,013.094   149,078.062   MT  0.99998423   -0 25 12.9
 GR1502;SPC AZ W     - 1,847,155.82    489,101.25   iFT  0.99998423   -0 25 12.9
 GR1502;UTM  11      - 3,995,169.612   728,402.760   MT  1.00024284   +1 29 38.9
 GR1502
 GR1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1502!SPC AZ W     -   0.99993744  x   0.99998423  =   0.99992167
 GR1502!UTM  11      -   0.99993744  x   1.00024284  =   1.00018026
 GR1502
 GR1502:                Primary Azimuth Mark                     Grid Az
 GR1502:SPC AZ W     -  A 25 D                                   198 16 02.3
 GR1502:UTM  11      -  A 25 D                                   196 21 10.5
 GR1502
 GR1502|---------------------------------------------------------------------|
 GR1502| PID    Reference Object                     Distance      Geod. Az  |
 GR1502|                                                           dddmmss.s |
 GR1502| GR1503 A 25 D                              APPROX. 1.2 KM 1975049.4 |
 GR1502|---------------------------------------------------------------------|
 GR1502
 GR1502                          SUPERSEDED SURVEY CONTROL
 GR1502
 GR1502  NAD 83(1986)-  36 04 27.54093(N)    114 27 49.16478(W) AD(       ) 3
 GR1502  NGVD 29 (06/27/88)  426.0    (m)         1398.     (f) VERT ANG       
 GR1502
 GR1502.Superseded values are not recommended for survey control.
 GR1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1502.See file dsdata.txt to determine how the superseded data were derived.
 GR1502
 GR1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2840395170(NAD 83)
 GR1502_MARKER: DS = TRIANGULATION STATION DISK
 GR1502_SETTING: 80 = SET IN A BOULDER
 GR1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1502+STABILITY: SURFACE MOTION
 GR1502
 GR1502  HISTORY     - Date     Condition        Report By
 GR1502  HISTORY     - 1948     MONUMENTED       USGS
 GR1502
 GR1502                          STATION DESCRIPTION
 GR1502
 GR1502'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1502'LOCATED ABOUT 6.1 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1502'ABOUT 2.4 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1502'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON LONG,
 GR1502'BROAD, FLAT, GYPSUM RIDGE, ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1502'
 GR1502'TO REACH NOT GIVEN.
 GR1502'
 GR1502'STATION MARK--STANDARD TABLET STAMPED---A25C 1948---, CEMENTED IN
 GR1502'TOP OF ROCK SET IN PLACE.
 GR1502'
 GR1502'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1503 ***********************************************************************
 GR1503  DESIGNATION -  A 25 D
 GR1503  PID         -  GR1503
 GR1503  STATE/COUNTY-  AZ/MOHAVE
 GR1503  USGS QUAD   -  BONELLI BAY (1983)
 GR1503
 GR1503                         *CURRENT SURVEY CONTROL
 GR1503  ___________________________________________________________________
 GR1503* NAD 83(1992)-  36 03 49.93157(N)    114 28 04.09138(W)     ADJUSTED  
 GR1503* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 GR1503  ___________________________________________________________________
 GR1503  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GR1503  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1503
 GR1503  HORZ ORDER  -  THIRD
 GR1503
 GR1503.The horizontal coordinates were established by classical geodetic methods
 GR1503.and adjusted by the National Geodetic Survey in August 1993..
 GR1503
 GR1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1503
 GR1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1503
 GR1503.The geoid height was determined by GEOID03.
 GR1503
 GR1503;                    North         East     Units Scale Factor Converg.
 GR1503;SPC AZ W     -   561,856.337   148,696.234   MT  0.99998484   -0 25 21.3
 GR1503;SPC AZ W     - 1,843,360.69    487,848.54   iFT  0.99998484   -0 25 21.3
 GR1503;UTM  11      - 3,994,000.446   728,059.695   MT  1.00024091   +1 29 28.7
 GR1503
 GR1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1503!SPC AZ W     -   0.99994372  x   0.99998484  =   0.99992856
 GR1503!UTM  11      -   0.99994372  x   1.00024091  =   1.00018461
 GR1503
 GR1503:                Primary Azimuth Mark                     Grid Az
 GR1503:SPC AZ W     -  A 25 DA                                  182 38 21.7
 GR1503:UTM  11      -  A 25 DA                                  180 43 31.7
 GR1503
 GR1503|---------------------------------------------------------------------|
 GR1503| PID    Reference Object                     Distance      Geod. Az  |
 GR1503|                                                           dddmmss.s |
 GR1503| GR1504 A 25 DA                             APPROX. 1.7 KM 1821300.4 |
 GR1503|---------------------------------------------------------------------|
 GR1503
 GR1503                          SUPERSEDED SURVEY CONTROL
 GR1503
 GR1503  NAD 83(1986)-  36 03 49.92045(N)    114 28 04.08313(W) AD(       ) 3
 GR1503  NGVD 29 (06/27/88)  386.0    (m)         1266.     (f) VERT ANG       
 GR1503
 GR1503.Superseded values are not recommended for survey control.
 GR1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1503.See file dsdata.txt to determine how the superseded data were derived.
 GR1503
 GR1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2806094000(NAD 83)
 GR1503_MARKER: DS = TRIANGULATION STATION DISK
 GR1503_SETTING: 80 = SET IN A BOULDER
 GR1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1503+STABILITY: SURFACE MOTION
 GR1503
 GR1503  HISTORY     - Date     Condition        Report By
 GR1503  HISTORY     - 1948     MONUMENTED       USGS
 GR1503
 GR1503                          STATION DESCRIPTION
 GR1503
 GR1503'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1503'LOCATED ABOUT 6.6 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1503'ABOUT 3.1 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1503'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON TOP OF
 GR1503'GYPSUM HILL, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1503'
 GR1503'TO REACH NOT GIVEN.
 GR1503'
 GR1503'STATION MARK--STANDARD TABLET STAMPED---A25D 1948---, CEMENTED IN
 GR1503'ROCK SET IN PLACE.
 GR1503'
 GR1503'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1504 ***********************************************************************
 GR1504  DESIGNATION -  A 25 DA
 GR1504  PID         -  GR1504
 GR1504  STATE/COUNTY-  AZ/MOHAVE
 GR1504  USGS QUAD   -  BONELLI BAY (1983)
 GR1504
 GR1504                         *CURRENT SURVEY CONTROL
 GR1504  ___________________________________________________________________
 GR1504* NAD 83(1992)-  36 02 55.75080(N)    114 28 06.67401(W)     ADJUSTED  
 GR1504* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1504  ___________________________________________________________________
 GR1504  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GR1504  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR1504
 GR1504  HORZ ORDER  -  THIRD
 GR1504
 GR1504.The horizontal coordinates were established by classical geodetic methods
 GR1504.and adjusted by the National Geodetic Survey in August 1993..
 GR1504
 GR1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1504
 GR1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1504
 GR1504.The geoid height was determined by GEOID03.
 GR1504
 GR1504;                    North         East     Units Scale Factor Converg.
 GR1504;SPC AZ W     -   560,186.912   148,619.279   MT  0.99998496   -0 25 22.2
 GR1504;SPC AZ W     - 1,837,883.57    487,596.06   iFT  0.99998496   -0 25 22.2
 GR1504;UTM  11      - 3,992,328.955   728,038.522   MT  1.00024079   +1 29 25.3
 GR1504
 GR1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1504!SPC AZ W     -   0.99994513  x   0.99998496  =   0.99993009
 GR1504!UTM  11      -   0.99994513  x   1.00024079  =   1.00018591
 GR1504
 GR1504                          SUPERSEDED SURVEY CONTROL
 GR1504
 GR1504  NAD 83(1986)-  36 02 55.73988(N)    114 28 06.66557(W) AD(       ) 3
 GR1504  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1504
 GR1504.Superseded values are not recommended for survey control.
 GR1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1504.See file dsdata.txt to determine how the superseded data were derived.
 GR1504
 GR1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2803992329(NAD 83)
 GR1504_MARKER: DS = TRIANGULATION STATION DISK
 GR1504_SETTING: 80 = SET IN A BOULDER
 GR1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1504+STABILITY: SURFACE MOTION
 GR1504
 GR1504  HISTORY     - Date     Condition        Report By
 GR1504  HISTORY     - 1948     MONUMENTED       USGS
 GR1504
 GR1504                          STATION DESCRIPTION
 GR1504
 GR1504'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1504'NOT OCCUPIED.
 GR1504'
 GR1504'LOCATED ABOUT 6.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1504'ABOUT 3.1 MI S. OF MOST NORTHERLY POINT OF LAND FORMING WEST SIDE
 GR1504'OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ABOUT 100 FT. S.
 GR1504'OF DIRT RD., ON END OF SMALL RIDGE, ABOUT 10 FT. BELOW HIGH WATER
 GR1504'MARK.
 GR1504'
 GR1504'STATION MARK--STANDARD TABLET STAMPED---A25DA 1948---, CEMENTED IN
 GR1504'TOP OF BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1505 ***********************************************************************
 GR1505  DESIGNATION -  A 25 E
 GR1505  PID         -  GR1505
 GR1505  STATE/COUNTY-  AZ/MOHAVE
 GR1505  USGS QUAD   -  BONELLI BAY (1983)
 GR1505
 GR1505                         *CURRENT SURVEY CONTROL
 GR1505  ___________________________________________________________________
 GR1505* NAD 83(1992)-  36 03 24.88346(N)    114 27 23.37562(W)     ADJUSTED  
 GR1505* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 GR1505  ___________________________________________________________________
 GR1505  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GR1505  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1505
 GR1505  HORZ ORDER  -  THIRD
 GR1505
 GR1505.The horizontal coordinates were established by classical geodetic methods
 GR1505.and adjusted by the National Geodetic Survey in August 1993..
 GR1505
 GR1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1505
 GR1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1505
 GR1505.The geoid height was determined by GEOID03.
 GR1505
 GR1505;                    North         East     Units Scale Factor Converg.
 GR1505;SPC AZ W     -   561,076.875   149,709.509   MT  0.99998324   -0 24 57.1
 GR1505;SPC AZ W     - 1,840,803.40    491,172.93   iFT  0.99998324   -0 24 57.1
 GR1505;UTM  11      - 3,993,255.064   729,098.705   MT  1.00024677   +1 29 51.8
 GR1505
 GR1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1505!SPC AZ W     -   0.99994121  x   0.99998324  =   0.99992445
 GR1505!UTM  11      -   0.99994121  x   1.00024677  =   1.00018796
 GR1505
 GR1505                          SUPERSEDED SURVEY CONTROL
 GR1505
 GR1505  NAD 83(1986)-  36 03 24.87252(N)    114 27 23.36744(W) AD(       ) 3
 GR1505  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG       
 GR1505
 GR1505.Superseded values are not recommended for survey control.
 GR1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1505.See file dsdata.txt to determine how the superseded data were derived.
 GR1505
 GR1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2909993255(NAD 83)
 GR1505_MARKER: DS = TRIANGULATION STATION DISK
 GR1505_SETTING: 80 = SET IN A BOULDER
 GR1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1505+STABILITY: SURFACE MOTION
 GR1505
 GR1505  HISTORY     - Date     Condition        Report By
 GR1505  HISTORY     - 1948     MONUMENTED       USGS
 GR1505
 GR1505                          STATION DESCRIPTION
 GR1505
 GR1505'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1505'NOT OCCUPIED.
 GR1505'
 GR1505'LOCATED ABOUT 6.6 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1505'ABOUT 3.4 MI S. OF MOST NORTHERLY POINT OF LAND ON WEST SIDE OF
 GR1505'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ON MIDDLE AND TOP
 GR1505'OF SHORT RIDGE, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1505'
 GR1505'STATION MARK--STANDARD TABLET STAMPED---A25E 1948---, CEMENTED IN
 GR1505'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0573 ***********************************************************************
 FS0573  DESIGNATION -  A 253
 FS0573  PID         -  FS0573
 FS0573  STATE/COUNTY-  AZ/MOHAVE
 FS0573  USGS QUAD   -  KINGMAN (1980)
 FS0573
 FS0573                         *CURRENT SURVEY CONTROL
 FS0573  ___________________________________________________________________
 FS0573* NAD 83(1986)-  35 11 42.     (N)    114 01 46.     (W)     SCALED    
 FS0573* NAVD 88     -      1067.954  (meters)    3503.78   (feet)  ADJUSTED  
 FS0573  ___________________________________________________________________
 FS0573  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0573  DYNAMIC HT  -        1066.689 (meters)    3499.63  (feet)  COMP
 FS0573  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 FS0573
 FS0573  VERT ORDER  -  FIRST     CLASS I
 FS0573
 FS0573.The horizontal coordinates were scaled from a topographic map and have
 FS0573.an estimated accuracy of +/- 6 seconds.
 FS0573
 FS0573.The orthometric height was determined by differential leveling
 FS0573.and adjusted by the National Geodetic Survey in June 1991..
 FS0573
 FS0573.The geoid height was determined by GEOID03.
 FS0573
 FS0573.The dynamic height is computed by dividing the NAVD 88
 FS0573.geopotential number by the normal gravity value computed on the
 FS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0573.degrees latitude (g = 980.6199 gals.).
 FS0573
 FS0573.The modeled gravity was interpolated from observed gravity values.
 FS0573
 FS0573;                    North         East    Units  Estimated Accuracy
 FS0573;SPC AZ W     -   465,260.      187,910.      MT  (+/- 180 meters Scaled)
 FS0573
 FS0573                          SUPERSEDED SURVEY CONTROL
 FS0573
 FS0573  NGVD 29 (??/??/92) 1067.146  (m)         3501.13   (f) ADJ UNCH    1 1
 FS0573
 FS0573.Superseded values are not recommended for survey control.
 FS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0573.See file dsdata.txt to determine how the superseded data were derived.
 FS0573
 FS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU704987(NAD 83)
 FS0573_MARKER: DB = BENCH MARK DISK
 FS0573_SETTING: 66 = SET IN ROCK OUTCROP
 FS0573_SP_SET: ROCK CUT
 FS0573_STAMPING: A 253 1940
 FS0573_MARK LOGO: CGS   
 FS0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0573+STABILITY: POSITION/ELEVATION WELL
 FS0573
 FS0573  HISTORY     - Date     Condition        Report By
 FS0573  HISTORY     - 1940     MONUMENTED       CGS
 FS0573  HISTORY     - 1962     GOOD             NGS
 FS0573  HISTORY     - 1982     GOOD             NGS
 FS0573
 FS0573                          STATION DESCRIPTION
 FS0573
 FS0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FS0573'1.9 MI NE FROM KINGMAN.
 FS0573'ABOUT 1.9 MILES NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FS0573'RAILWAY FROM THE STATION AT KINGMAN, 4 POLES SOUTHWEST OF MILEPOST
 FS0573'514 1/2, 230 FEET SOUTHWEST OF THE NORTHEAST END OF A RAILWAY
 FS0573'CUT THROUGH A STONE RIDGE, 15 FEET NORTHWEST OF THE CENTER OF THE
 FS0573'TRACK, IN A STONE PROJECTING OF THE CUT, AND ABOUT 2 FEET HIGHER
 FS0573'THAN THE TOP OF THE RAIL.
 FS0573
 FS0573                          STATION RECOVERY (1982)
 FS0573
 FS0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0573'RECOVERED IN GOOD CONDITION.
 FS0573'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0419 ***********************************************************************
 GR0419  DESIGNATION -  A 254
 GR0419  PID         -  GR0419
 GR0419  STATE/COUNTY-  AZ/MOHAVE
 GR0419  USGS QUAD   -  BONELLI BAY (1983)
 GR0419
 GR0419                         *CURRENT SURVEY CONTROL
 GR0419  ___________________________________________________________________
 GR0419* NAD 83(1986)-  36 02 47.     (N)    114 27 33.     (W)     SCALED    
 GR0419* NAVD 88     -       362.278  (meters)    1188.57   (feet)  POSTED    
 GR0419  ___________________________________________________________________
 GR0419  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR0419  DYNAMIC HT  -         361.920 (meters)    1187.40  (feet)  COMP
 GR0419  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 GR0419
 GR0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0419
 GR0419.The horizontal coordinates were scaled from a topographic map and have
 GR0419.an estimated accuracy of +/- 6 seconds.
 GR0419
 GR0419.The orthometric height was determined by differential leveling
 GR0419.and adjusted by the National Geodetic Survey in 1992..
 GR0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0419.rate of 0.0 thru 1.0 mm/km.
 GR0419
 GR0419.The geoid height was determined by GEOID03.
 GR0419
 GR0419.The dynamic height is computed by dividing the NAVD 88
 GR0419.geopotential number by the normal gravity value computed on the
 GR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0419.degrees latitude (g = 980.6199 gals.).
 GR0419
 GR0419.The modeled gravity was interpolated from observed gravity values.
 GR0419
 GR0419;                    North         East    Units  Estimated Accuracy
 GR0419;SPC AZ W     -   559,910.      149,460.      MT  (+/- 180 meters Scaled)
 GR0419
 GR0419                          SUPERSEDED SURVEY CONTROL
 GR0419
 GR0419  NGVD 29 (??/??/92)  361.563  (m)         1186.23   (f) ADJ UNCH    1 1
 GR0419
 GR0419.Superseded values are not recommended for survey control.
 GR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0419.See file dsdata.txt to determine how the superseded data were derived.
 GR0419
 GR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288920(NAD 83)
 GR0419_MARKER: DB = BENCH MARK DISK
 GR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0419_STAMPING: A 254 1941
 GR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0419+STABILITY: SURFACE MOTION
 GR0419
 GR0419  HISTORY     - Date     Condition        Report By
 GR0419  HISTORY     - 1941     MONUMENTED       CGS
 GR0419  HISTORY     - 1950     GOOD             NGS
 GR0419  HISTORY     - 1963     GOOD             NGS
 GR0419
 GR0419                          STATION DESCRIPTION
 GR0419
 GR0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0419'IN MOUTH OF DETRITAL WASH.
 GR0419'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0419'EAST SIDE OF THE WASH, AT THE Y JUNCTION OF A WIDE DRY WASH ENTERING
 GR0419'DETRITAL WASH FROM THE SOUTHEAST, AT THE NORTHWEST END OF A RIDGE, AT
 GR0419'THE CROTCH OF THE JUNCTION, 13.2 FEET WEST OF A WITNESS POST, ABOUT 12
 GR0419'FEET HIGHER THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE
 GR0419'POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 GR0419
 GR0419                          STATION RECOVERY (1963)
 GR0419
 GR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0499 ***********************************************************************
 ET0499  DESIGNATION -  A 255
 ET0499  PID         -  ET0499
 ET0499  STATE/COUNTY-  AZ/YAVAPAI
 ET0499  USGS QUAD   -  SIMMONS (1979)
 ET0499
 ET0499                         *CURRENT SURVEY CONTROL
 ET0499  ___________________________________________________________________
 ET0499* NAD 83(1986)-  34 46 07.     (N)    112 38 30.     (W)     SCALED    
 ET0499* NAVD 88     -      1411.325  (meters)    4630.32   (feet)  POSTED    
 ET0499  ___________________________________________________________________
 ET0499  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ET0499  DYNAMIC HT  -        1409.460 (meters)    4624.20  (feet)  COMP
 ET0499  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 ET0499
 ET0499  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0499
 ET0499.The horizontal coordinates were scaled from a topographic map and have
 ET0499.an estimated accuracy of +/- 6 seconds.
 ET0499
 ET0499.The orthometric height was determined by differential leveling
 ET0499.and adjusted by the National Geodetic Survey in November 2005..
 ET0499.No vertical observational check was made to the station.
 ET0499.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0499.was located on a no-check spur therefore a value was not computed.
 ET0499
 ET0499.The geoid height was determined by GEOID03.
 ET0499
 ET0499.The dynamic height is computed by dividing the NAVD 88
 ET0499.geopotential number by the normal gravity value computed on the
 ET0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0499.degrees latitude (g = 980.6199 gals.).
 ET0499
 ET0499.The modeled gravity was interpolated from observed gravity values.
 ET0499
 ET0499;                    North         East    Units  Estimated Accuracy
 ET0499;SPC AZ C     -   418,150.      147,000.      MT  (+/- 180 meters Scaled)
 ET0499
 ET0499                          SUPERSEDED SURVEY CONTROL
 ET0499
 ET0499  NGVD 29 (??/??/92) 1410.509  (m)         4627.64   (f) ADJ UNCH    2 0
 ET0499
 ET0499.Superseded values are not recommended for survey control.
 ET0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0499.See file dsdata.txt to determine how the superseded data were derived.
 ET0499
 ET0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD497486(NAD 83)
 ET0499_MARKER: DB = BENCH MARK DISK
 ET0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0499_STAMPING: A 225 1941
 ET0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0499+STABILITY: SURFACE MOTION
 ET0499
 ET0499  HISTORY     - Date     Condition        Report By
 ET0499  HISTORY     - 1941     MONUMENTED       CGS
 ET0499  HISTORY     - 1952     GOOD             NGS
 ET0499
 ET0499                          STATION DESCRIPTION
 ET0499
 ET0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0499'4.9 MI S FROM SIMMONS.
 ET0499'3.1 MILES SOUTH ALONG THE PRESCOTT ROAD FROM THE CONCRETE BRIDGE OVER
 ET0499'A HITT WASH AT SIMMONS, THENCE 1.8 MILES SOUTHWEST ALONG THE ROAD TO
 ET0499'SKULL VALLEY, 0.3 MILE WEST OF THE JUNCTION OF THE CROSS TRIANGLE
 ET0499'RANCH ROAD, AT THE INTERSECTION OF A GRADED ROAD LEADING EAST-WEST,
 ET0499'110 FEET NORTH OF THE JUNCTION, 35 FEET WEST OF THE CENTER LINE OF A
 ET0499'ROAD LEADING NORTH (MAIN ROAD), 2.1 FEET SOUTHWEST OF A WITNESS POST,
 ET0499'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0499'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0560 ***********************************************************************
 GR0560  DESIGNATION -  A 256
 GR0560  PID         -  GR0560
 GR0560  STATE/COUNTY-  AZ/MOHAVE
 GR0560  USGS QUAD   -  HOOVER DAM (1997)
 GR0560
 GR0560                         *CURRENT SURVEY CONTROL
 GR0560  ___________________________________________________________________
 GR0560* NAD 83(1986)-  36 00 58.     (N)    114 44 15.     (W)     SCALED    
 GR0560* NAVD 88     -       216.494  (meters)     710.28   (feet)  POSTED    
 GR0560  ___________________________________________________________________
 GR0560  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0560  DYNAMIC HT  -         216.280 (meters)     709.58  (feet)  COMP
 GR0560  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0560
 GR0560  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0560
 GR0560.The horizontal coordinates were scaled from a topographic map and have
 GR0560.an estimated accuracy of +/- 6 seconds.
 GR0560
 GR0560.The orthometric height was determined by differential leveling
 GR0560.and adjusted by the National Geodetic Survey in 1992..
 GR0560.No vertical observational check was made to the station.
 GR0560.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0560.was located on a no-check spur therefore a value was not computed.
 GR0560
 GR0560.The geoid height was determined by GEOID03.
 GR0560
 GR0560.The dynamic height is computed by dividing the NAVD 88
 GR0560.geopotential number by the normal gravity value computed on the
 GR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0560.degrees latitude (g = 980.6199 gals.).
 GR0560
 GR0560.The modeled gravity was interpolated from observed gravity values.
 GR0560
 GR0560;                    North         East    Units  Estimated Accuracy
 GR0560;SPC AZ W     -   556,770.      124,350.      MT  (+/- 180 meters Scaled)
 GR0560
 GR0560                          SUPERSEDED SURVEY CONTROL
 GR0560
 GR0560  NGVD 29 (??/??/92)  215.803  (m)          708.01   (f) ADJ UNCH    1 1
 GR0560
 GR0560.Superseded values are not recommended for survey control.
 GR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0560.See file dsdata.txt to determine how the superseded data were derived.
 GR0560
 GR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0560_MARKER: DB = BENCH MARK DISK
 GR0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0560_SP_SET: WALL
 GR0560_STAMPING: A 256 1940
 GR0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0560
 GR0560  HISTORY     - Date     Condition        Report By
 GR0560  HISTORY     - 1940     MONUMENTED       CGS
 GR0560  HISTORY     - 1950     GOOD             NGS
 GR0560  HISTORY     - 1963     GOOD             NGS
 GR0560
 GR0560                          STATION DESCRIPTION
 GR0560
 GR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0560'IN HOOVER DAM.
 GR0560'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, AT THE SOUTHWEST (DOWNSTREAM)
 GR0560'END OF THE ARIZONA 705 GALLERY, INSIDE AND AT THE SOUTHEAST END OF A
 GR0560'ROOM ON THE SOUTHEAST SIDE OF THE GALLERY, 22.5 FEET SOUTHEAST OF THE
 GR0560'SOUTHEAST EDGE OF THE DOOR, IN THE TOP OF A SHELF OF THE CONCRETE
 GR0560'WALL, AND 2.8 FEET ABOVE THE FLOOR.
 GR0560
 GR0560                          STATION RECOVERY (1963)
 GR0560
 GR0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0256 ***********************************************************************
 FR0256  DESIGNATION -  A 257
 FR0256  PID         -  FR0256
 FR0256  STATE/COUNTY-  AZ/YAVAPAI
 FR0256  USGS QUAD   -  TURKEY CANYON NE (1973)
 FR0256
 FR0256                         *CURRENT SURVEY CONTROL
 FR0256  ___________________________________________________________________
 FR0256* NAD 83(1986)-  35 14 32.     (N)    112 52 31.     (W)     SCALED    
 FR0256* NAVD 88     -      1642.84   (+/-2cm)    5389.9    (feet)  VERTCON   
 FR0256  ___________________________________________________________________
 FR0256  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0256
 FR0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0256
 FR0256.The horizontal coordinates were scaled from a topographic map and have
 FR0256.an estimated accuracy of +/- 6 seconds.
 FR0256
 FR0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0256.The vertical order pertains to the NGVD 29 superseded value.
 FR0256
 FR0256.The geoid height was determined by GEOID03.
 FR0256
 FR0256;                    North         East    Units  Estimated Accuracy
 FR0256;SPC AZ C     -   470,870.      126,120.      MT  (+/- 180 meters Scaled)
 FR0256
 FR0256                          SUPERSEDED SURVEY CONTROL
 FR0256
 FR0256  NGVD 29 (??/??/92) 1641.948  (m)         5386.96   (f) ADJ UNCH    2 0
 FR0256
 FR0256.Superseded values are not recommended for survey control.
 FR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0256.See file dsdata.txt to determine how the superseded data were derived.
 FR0256
 FR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE293015(NAD 83)
 FR0256_MARKER: DB = BENCH MARK DISK
 FR0256_SETTING: 80 = SET IN A BOULDER
 FR0256_SP_SET: BOULDER
 FR0256_STAMPING: A 257 1941
 FR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0256+STABILITY: SURFACE MOTION
 FR0256
 FR0256  HISTORY     - Date     Condition        Report By
 FR0256  HISTORY     - 1941     MONUMENTED       CGS
 FR0256
 FR0256                          STATION DESCRIPTION
 FR0256
 FR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0256'0.9 MI E FROM SELIGMAN.
 FR0256'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0256'SANTA FE RAILWAY SATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 5.9
 FR0256'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.5 MILE
 FR0256'SOUTH OF THE SUMMIT OF A RIDGE, ABOUT 0.4 MILE NORTH OF A CATTLE
 FR0256'GUARD, ABOUT 300 FEET SOUTH OF A KNOLL COVERED WITH BLACK ROCK, 33
 FR0256'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 FR0256'AND IN THE TOP OF A BLACK BOULDER PROJECTING ABOUT 0.6 FOOT ABOVE
 FR0256'GROUND.  A STANDARD DISK, STAMPED A 257 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1100 ***********************************************************************
 DA1100  DESIGNATION -  A 258
 DA1100  PID         -  DA1100
 DA1100  STATE/COUNTY-  AZ/YUMA
 DA1100  USGS QUAD   -  DATELAND (1982)
 DA1100
 DA1100                         *CURRENT SURVEY CONTROL
 DA1100  ___________________________________________________________________
 DA1100* NAD 83(1986)-  32 47 32.     (N)    113 33 02.     (W)     SCALED    
 DA1100* NAVD 88     -       133.046  (meters)     436.50   (feet)  ADJUSTED  
 DA1100  ___________________________________________________________________
 DA1100  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DA1100  DYNAMIC HT  -         132.895 (meters)     436.01  (feet)  COMP
 DA1100  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DA1100
 DA1100  VERT ORDER  -  FIRST     CLASS II
 DA1100
 DA1100.The horizontal coordinates were scaled from a topographic map and have
 DA1100.an estimated accuracy of +/- 6 seconds.
 DA1100
 DA1100.The orthometric height was determined by differential leveling
 DA1100.and adjusted by the National Geodetic Survey in June 1991..
 DA1100
 DA1100.The geoid height was determined by GEOID03.
 DA1100
 DA1100.The dynamic height is computed by dividing the NAVD 88
 DA1100.geopotential number by the normal gravity value computed on the
 DA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1100.degrees latitude (g = 980.6199 gals.).
 DA1100
 DA1100.The modeled gravity was interpolated from observed gravity values.
 DA1100
 DA1100;                    North         East    Units  Estimated Accuracy
 DA1100;SPC AZ W     -   198,740.      232,040.      MT  (+/- 180 meters Scaled)
 DA1100
 DA1100                          SUPERSEDED SURVEY CONTROL
 DA1100
 DA1100  NGVD 29 (??/??/92)  132.469  (m)          434.61   (f) ADJ UNCH    1 2
 DA1100
 DA1100.Superseded values are not recommended for survey control.
 DA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1100.See file dsdata.txt to determine how the superseded data were derived.
 DA1100
 DA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB611311(NAD 83)
 DA1100_MARKER: DB = BENCH MARK DISK
 DA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1100_STAMPING: A 258 1945
 DA1100_MARK LOGO: CGS   
 DA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1100+STABILITY: SURFACE MOTION
 DA1100
 DA1100  HISTORY     - Date     Condition        Report By
 DA1100  HISTORY     - 1945     MONUMENTED       CGS
 DA1100  HISTORY     - 1952     GOOD             NGS
 DA1100  HISTORY     - 1981     GOOD             NGS
 DA1100  HISTORY     - 1981     GOOD             NGS
 DA1100
 DA1100                          STATION DESCRIPTION
 DA1100
 DA1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1100'6.1 MI SW FROM AZTEC.
 DA1100'6.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1100'THE RAILROAD WATER TANK AT AZTEC, 0.5 MILE SOUTHWEST OF DATELAND, 96
 DA1100'FEET SOUTHWEST OF A FENCE CORNER, 97.6 FEET NORTHEAST OF THE NORTH
 DA1100'RAIL, 50 FEET SOUTHWEST OF THE CENTER LINE OF UNITED STATES HIGHWAY
 DA1100'80, 1.9 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA1100'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1100
 DA1100                          STATION RECOVERY (1981)
 DA1100
 DA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1100'RECOVERED IN GOOD CONDITION.
 DA1100
 DA1100                          STATION RECOVERY (1981)
 DA1100
 DA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0291 ***********************************************************************
 DV0291  DESIGNATION -  A 259
 DV0291  PID         -  DV0291
 DV0291  STATE/COUNTY-  AZ/MARICOPA
 DV0291  USGS QUAD   -  EL MIRAGE (1982)
 DV0291
 DV0291                         *CURRENT SURVEY CONTROL
 DV0291  ___________________________________________________________________
 DV0291* NAD 83(1986)-  33 32 23.     (N)    112 21 55.     (W)     SCALED    
 DV0291* NAVD 88     -       332.33   (+/-2cm)    1090.3    (feet)  VERTCON   
 DV0291  ___________________________________________________________________
 DV0291  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0291
 DV0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0291
 DV0291.The horizontal coordinates were scaled from a topographic map and have
 DV0291.an estimated accuracy of +/- 6 seconds.
 DV0291
 DV0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0291.The vertical order pertains to the NGVD 29 superseded value.
 DV0291
 DV0291.The geoid height was determined by GEOID03.
 DV0291
 DV0291;                    North         East    Units  Estimated Accuracy
 DV0291;SPC AZ C     -   281,700.      171,700.      MT  (+/- 180 meters Scaled)
 DV0291
 DV0291                          SUPERSEDED SURVEY CONTROL
 DV0291
 DV0291  NGVD 29 (??/??/92)  331.785  (m)         1088.53   (f) ADJ UNCH    2 0
 DV0291
 DV0291.Superseded values are not recommended for survey control.
 DV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0291.See file dsdata.txt to determine how the superseded data were derived.
 DV0291
 DV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732119(NAD 83)
 DV0291_MARKER: DB = BENCH MARK DISK
 DV0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0291_SP_SET: BUILDING
 DV0291_STAMPING: A 259
 DV0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0291
 DV0291  HISTORY     - Date     Condition        Report By
 DV0291  HISTORY     - UNK      MONUMENTED       CGS
 DV0291  HISTORY     - 1945     GOOD             NGS
 DV0291
 DV0291                          STATION DESCRIPTION
 DV0291
 DV0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0291'IN LUKE FIELD.
 DV0291'AT LUKE FIELD, MARICOPA COUNTY, 26 FEET SOUTH OF THE SOUTHEAST LEG OF
 DV0291'THE MIDDLE CONTROL TOWER, IN THE EAST WALL OF BUILDING T-451, AT THE
 DV0291'NORTHEAST CORNER, 4 FEET NORTH OF THE NORTH EDGE OF THE NORTH DOOR,
 DV0291'AND 1.1 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 259 AND SET
 DV0291'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0405 ***********************************************************************
 ET0405  DESIGNATION -  A 26
 ET0405  PID         -  ET0405
 ET0405  STATE/COUNTY-  AZ/YAVAPAI
 ET0405  USGS QUAD   -  CONGRESS (1969)
 ET0405
 ET0405                         *CURRENT SURVEY CONTROL
 ET0405  ___________________________________________________________________
 ET0405* NAD 83(1986)-  34 14 17.     (N)    112 51 45.     (W)     SCALED    
 ET0405* NAVD 88     -      1014.405  (meters)    3328.09   (feet)  POSTED    
 ET0405  ___________________________________________________________________
 ET0405  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ET0405  DYNAMIC HT  -        1013.120 (meters)    3323.88  (feet)  COMP
 ET0405  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 ET0405
 ET0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0405
 ET0405.The horizontal coordinates were scaled from a topographic map and have
 ET0405.an estimated accuracy of +/- 6 seconds.
 ET0405
 ET0405.The orthometric height was determined by differential leveling
 ET0405.and adjusted by the National Geodetic Survey in November 2005..
 ET0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0405.rate of 2.1 thru 3.0 mm/km.
 ET0405
 ET0405.The geoid height was determined by GEOID03.
 ET0405
 ET0405.The dynamic height is computed by dividing the NAVD 88
 ET0405.geopotential number by the normal gravity value computed on the
 ET0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0405.degrees latitude (g = 980.6199 gals.).
 ET0405
 ET0405.The modeled gravity was interpolated from observed gravity values.
 ET0405
 ET0405;                    North         East    Units  Estimated Accuracy
 ET0405;SPC AZ C     -   359,460.      126,230.      MT  (+/- 180 meters Scaled)
 ET0405
 ET0405                          SUPERSEDED SURVEY CONTROL
 ET0405
 ET0405  NGVD 29 (??/??/92) 1013.688  (m)         3325.74   (f) ADJ UNCH    2 0
 ET0405
 ET0405.Superseded values are not recommended for survey control.
 ET0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0405.See file dsdata.txt to determine how the superseded data were derived.
 ET0405
 ET0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC284901(NAD 83)
 ET0405_MARKER: DB = BENCH MARK DISK
 ET0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0405_STAMPING: A 26 1933
 ET0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0405+STABILITY: SURFACE MOTION
 ET0405
 ET0405  HISTORY     - Date     Condition        Report By
 ET0405  HISTORY     - 1933     MONUMENTED       CGS
 ET0405
 ET0405                          STATION DESCRIPTION
 ET0405
 ET0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0405'6.9 MI N FROM CONGRESS JUNCTION.
 ET0405'CONCRETE POST, AT SIDE OF A.T. AND S.F. RY., AT PIEDMONT SIDING, 600
 ET0405'FEET SOUTH OF STATION SIGN PIEDMENT, OPPOSITE TELEPHONE BOOTH, 25 FEET
 ET0405'EAST OF RAILROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1506 ***********************************************************************
 GR1506  DESIGNATION -  A 26
 GR1506  PID         -  GR1506
 GR1506  STATE/COUNTY-  AZ/MOHAVE
 GR1506  USGS QUAD   -  BONELLI BAY (1983)
 GR1506
 GR1506                         *CURRENT SURVEY CONTROL
 GR1506  ___________________________________________________________________
 GR1506* NAD 83(1992)-  36 03 12.37895(N)    114 27 17.45115(W)     ADJUSTED  
 GR1506* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 GR1506  ___________________________________________________________________
 GR1506  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GR1506  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1506
 GR1506  HORZ ORDER  -  THIRD
 GR1506
 GR1506.The horizontal coordinates were established by classical geodetic methods
 GR1506.and adjusted by the National Geodetic Survey in August 1993..
 GR1506
 GR1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1506
 GR1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1506
 GR1506.The geoid height was determined by GEOID03.
 GR1506
 GR1506;                    North         East     Units Scale Factor Converg.
 GR1506;SPC AZ W     -   560,690.400   149,854.987   MT  0.99998301   -0 24 53.4
 GR1506;SPC AZ W     - 1,839,535.43    491,650.22   iFT  0.99998301   -0 24 53.4
 GR1506;UTM  11      - 3,992,873.561   729,257.047   MT  1.00024766   +1 29 54.9
 GR1506
 GR1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1506!SPC AZ W     -   0.99994356  x   0.99998301  =   0.99992657
 GR1506!UTM  11      -   0.99994356  x   1.00024766  =   1.00019121
 GR1506
 GR1506:                Primary Azimuth Mark                     Grid Az
 GR1506:SPC AZ W     -  A 25 DA                                  247 49 53.7
 GR1506:UTM  11      -  A 25 DA                                  245 55 05.4
 GR1506
 GR1506|---------------------------------------------------------------------|
 GR1506| PID    Reference Object                     Distance      Geod. Az  |
 GR1506|                                                           dddmmss.s |
 GR1506| GR1504 A 25 DA                             APPROX. 1.3 KM 2472500.3 |
 GR1506|---------------------------------------------------------------------|
 GR1506
 GR1506                          SUPERSEDED SURVEY CONTROL
 GR1506
 GR1506  NAD 83(1986)-  36 03 12.36808(N)    114 27 17.44295(W) AD(       ) 3
 GR1506  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG       
 GR1506
 GR1506.Superseded values are not recommended for survey control.
 GR1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1506.See file dsdata.txt to determine how the superseded data were derived.
 GR1506
 GR1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2925792874(NAD 83)
 GR1506_MARKER: DS = TRIANGULATION STATION DISK
 GR1506_SETTING: 80 = SET IN A BOULDER
 GR1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1506+STABILITY: SURFACE MOTION
 GR1506
 GR1506  HISTORY     - Date     Condition        Report By
 GR1506  HISTORY     - 1948     MONUMENTED       USGS
 GR1506
 GR1506                          STATION DESCRIPTION
 GR1506
 GR1506'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1506'LOCATED ABOUT 6.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1506'THIS LAKE LEVEL (1155 FT.) STATION IS ABOUT 2000 FT. E. OF MOST
 GR1506'SOUTHERLY SHORELINE IN DETRITAL WASH.  ON EAST SIDE OF DETRITAL
 GR1506'WASH, ON SMALL TOP OF HIGHEST RIDGE IN IMMEDIATE VICINITY (HIGH
 GR1506'POINT OF RIDGE IS ABOUT 500 FT. NE. AND ABOUT 10 FT. HIGHER),
 GR1506'ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1506'
 GR1506'TO REACH NOT GIVEN.
 GR1506'
 GR1506'STATION MARK--STANDARD TABLET STAMPED---A26 1948---, CEMENTED IN
 GR1506'TOP OF BOULDER SET IN PLACE.
 GR1506'
 GR1506'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1507 ***********************************************************************
 GR1507  DESIGNATION -  A 26 A
 GR1507  PID         -  GR1507
 GR1507  STATE/COUNTY-  AZ/MOHAVE
 GR1507  USGS QUAD   -  BONELLI BAY (1983)
 GR1507
 GR1507                         *CURRENT SURVEY CONTROL
 GR1507  ___________________________________________________________________
 GR1507* NAD 83(1992)-  36 04 12.32462(N)    114 26 40.16003(W)     ADJUSTED  
 GR1507* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 GR1507  ___________________________________________________________________
 GR1507  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 GR1507  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1507
 GR1507  HORZ ORDER  -  THIRD
 GR1507
 GR1507.The horizontal coordinates were established by classical geodetic methods
 GR1507.and adjusted by the National Geodetic Survey in August 1993..
 GR1507
 GR1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1507
 GR1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1507
 GR1507.The geoid height was determined by GEOID03.
 GR1507
 GR1507;                    North         East     Units Scale Factor Converg.
 GR1507;SPC AZ W     -   562,531.272   150,801.473   MT  0.99998154   -0 24 32.1
 GR1507;SPC AZ W     - 1,845,575.04    494,755.49   iFT  0.99998154   -0 24 32.1
 GR1507;UTM  11      - 3,994,745.516   730,141.765   MT  1.00025267   +1 30 19.0
 GR1507
 GR1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1507!SPC AZ W     -   0.99994324  x   0.99998154  =   0.99992478
 GR1507!UTM  11      -   0.99994324  x   1.00025267  =   1.00019590
 GR1507
 GR1507:                Primary Azimuth Mark                     Grid Az
 GR1507:SPC AZ W     -  A 26                                     207 12 36.3
 GR1507:UTM  11      -  A 26                                     205 17 45.2
 GR1507
 GR1507|---------------------------------------------------------------------|
 GR1507| PID    Reference Object                     Distance      Geod. Az  |
 GR1507|                                                           dddmmss.s |
 GR1507| GR1506 A 26                                APPROX. 2.1 KM 2064804.2 |
 GR1507|---------------------------------------------------------------------|
 GR1507
 GR1507                          SUPERSEDED SURVEY CONTROL
 GR1507
 GR1507  NAD 83(1986)-  36 04 12.31360(N)    114 26 40.15216(W) AD(       ) 3
 GR1507  NGVD 29 (06/27/88)  389.0    (m)         1276.     (f) VERT ANG       
 GR1507
 GR1507.Superseded values are not recommended for survey control.
 GR1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1507.See file dsdata.txt to determine how the superseded data were derived.
 GR1507
 GR1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3014294746(NAD 83)
 GR1507_MARKER: DS = TRIANGULATION STATION DISK
 GR1507_SETTING: 66 = SET IN ROCK OUTCROP
 GR1507_SP_SET: SET IN ROCK OUTCROP
 GR1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1507+STABILITY: POSITION/ELEVATION WELL
 GR1507
 GR1507  HISTORY     - Date     Condition        Report By
 GR1507  HISTORY     - 1948     MONUMENTED       USGS
 GR1507
 GR1507                          STATION DESCRIPTION
 GR1507
 GR1507'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1507'LOCATED ABOUT 5.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1507'ABOUT 2.6 MI S. OF MOST NORTHERLY POINT OF LAND FORMING WEST SIDE
 GR1507'OF DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ABOUT 300 FT. S.
 GR1507'OF NORTH END OF PROMINENT RIDGE, ABOUT 50 FT. ABOVE HIGH WATER
 GR1507'MARK.
 GR1507'
 GR1507'TO REACH NOT GIVEN.
 GR1507'
 GR1507'STATION MARK--STANDARD TABLET STAMPED---A26A 1948---, CEMENTED IN
 GR1507'TOP OF ROCK OUTCROP.
 GR1507'
 GR1507'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1508 ***********************************************************************
 GR1508  DESIGNATION -  A 26 B
 GR1508  PID         -  GR1508
 GR1508  STATE/COUNTY-  AZ/MOHAVE
 GR1508  USGS QUAD   -  BONELLI BAY (1983)
 GR1508
 GR1508                         *CURRENT SURVEY CONTROL
 GR1508  ___________________________________________________________________
 GR1508* NAD 83(1992)-  36 04 41.50086(N)    114 25 50.27528(W)     ADJUSTED  
 GR1508* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1508  ___________________________________________________________________
 GR1508  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GR1508  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1508
 GR1508  HORZ ORDER  -  THIRD
 GR1508
 GR1508.The horizontal coordinates were established by classical geodetic methods
 GR1508.and adjusted by the National Geodetic Survey in August 1993..
 GR1508
 GR1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1508
 GR1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1508
 GR1508.The geoid height was determined by GEOID03.
 GR1508
 GR1508;                    North         East     Units Scale Factor Converg.
 GR1508;SPC AZ W     -   563,421.692   152,055.988   MT  0.99997962   -0 24 03.0
 GR1508;SPC AZ W     - 1,848,496.36    498,871.35   iFT  0.99997962   -0 24 03.0
 GR1508;UTM  11      - 3,995,677.604   731,366.172   MT  1.00025963   +1 30 49.5
 GR1508
 GR1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1508!SPC AZ W     -   0.99994653  x   0.99997962  =   0.99992616
 GR1508!UTM  11      -   0.99994653  x   1.00025963  =   1.00020615
 GR1508
 GR1508:                Primary Azimuth Mark                     Grid Az
 GR1508:SPC AZ W     -  A 26                                     218 51 49.0
 GR1508:UTM  11      -  A 26                                     216 56 56.5
 GR1508
 GR1508|---------------------------------------------------------------------|
 GR1508| PID    Reference Object                     Distance      Geod. Az  |
 GR1508|                                                           dddmmss.s |
 GR1508| GR1506 A 26                                APPROX. 3.5 KM 2182746.0 |
 GR1508|---------------------------------------------------------------------|
 GR1508
 GR1508                          SUPERSEDED SURVEY CONTROL
 GR1508
 GR1508  NAD 83(1986)-  36 04 41.48982(N)    114 25 50.26768(W) AD(       ) 3
 GR1508  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1508
 GR1508.Superseded values are not recommended for survey control.
 GR1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1508.See file dsdata.txt to determine how the superseded data were derived.
 GR1508
 GR1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3136695678(NAD 83)
 GR1508_MARKER: DS = TRIANGULATION STATION DISK
 GR1508_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GR1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1508
 GR1508  HISTORY     - Date     Condition        Report By
 GR1508  HISTORY     - 1948     MONUMENTED       USGS
 GR1508
 GR1508                          STATION DESCRIPTION
 GR1508
 GR1508'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1508'LOCATED ABOUT 4.5 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1508'ABOUT 2.7 MI S. OF MOST NORTHERLY POINT OF LAND ON EAST SIDE OF
 GR1508'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ABOUT 1500 FT. N.
 GR1508'OF HIGHEST POINT IN IMMEDIATE VICINITY, ABOUT 260 FT. S. OF HIGH
 GR1508'WATER MARK, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1508'
 GR1508'TO REACH NOT GIVEN.
 GR1508'
 GR1508'STATION MARK--STANDARD TABLET STAMPED---A26B 1948---, SET IN TOP OF
 GR1508'SMALL CONCRETE MONUMENT.
 GR1508'
 GR1508'RMS--NONE SET.
 GR1508'
 GR1508'NOTE--FAIRCHILD STATION DESIGNATED AS F110, 6.59 FT. WSW. OF
 GR1508'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1509 ***********************************************************************
 GR1509  DESIGNATION -  A 26 C
 GR1509  PID         -  GR1509
 GR1509  STATE/COUNTY-  AZ/MOHAVE
 GR1509  USGS QUAD   -  BONELLI BAY (1983)
 GR1509
 GR1509                         *CURRENT SURVEY CONTROL
 GR1509  ___________________________________________________________________
 GR1509* NAD 83(1992)-  36 05 52.53194(N)    114 25 41.12744(W)     ADJUSTED  
 GR1509* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GR1509  ___________________________________________________________________
 GR1509  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GR1509  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1509
 GR1509  HORZ ORDER  -  THIRD
 GR1509
 GR1509.The horizontal coordinates were established by classical geodetic methods
 GR1509.and adjusted by the National Geodetic Survey in August 1993..
 GR1509
 GR1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1509
 GR1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1509
 GR1509.The geoid height was determined by GEOID03.
 GR1509
 GR1509;                    North         East     Units Scale Factor Converg.
 GR1509;SPC AZ W     -   565,609.343   152,300.125   MT  0.99997926   -0 23 58.3
 GR1509;SPC AZ W     - 1,855,673.70    499,672.33   iFT  0.99997926   -0 23 58.3
 GR1509;SPC NV E     - 8,150,153.105   304,023.759   MT  1.00003329   +0 40 50.5
 GR1509;SPC NV E     -26,739,293.98    997,451.28   sFT  1.00003329   +0 40 50.5
 GR1509;UTM  11      - 3,997,872.808   731,537.115   MT  1.00026060   +1 30 57.4
 GR1509
 GR1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1509!SPC AZ W     -   0.99994402  x   0.99997926  =   0.99992328
 GR1509!SPC NV E     -   0.99994402  x   1.00003329  =   0.99997731
 GR1509!UTM  11      -   0.99994402  x   1.00026060  =   1.00020460
 GR1509
 GR1509:                Primary Azimuth Mark                     Grid Az
 GR1509:SPC AZ W     -  A 26 B                                   186 22 04.2
 GR1509:SPC NV E     -  A 26 B                                   185 17 15.4
 GR1509:UTM  11      -  A 26 B                                   184 27 08.5
 GR1509
 GR1509|---------------------------------------------------------------------|
 GR1509| PID    Reference Object                     Distance      Geod. Az  |
 GR1509|                                                           dddmmss.s |
 GR1509| GR1508 A 26 B                              APPROX. 2.2 KM 1855805.9 |
 GR1509|---------------------------------------------------------------------|
 GR1509
 GR1509                          SUPERSEDED SURVEY CONTROL
 GR1509
 GR1509  NAD 83(1986)-  36 05 52.52068(N)    114 25 41.12006(W) AD(       ) 3
 GR1509  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GR1509
 GR1509.Superseded values are not recommended for survey control.
 GR1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1509.See file dsdata.txt to determine how the superseded data were derived.
 GR1509
 GR1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3153797873(NAD 83)
 GR1509_MARKER: DS = TRIANGULATION STATION DISK
 GR1509_SETTING: 80 = SET IN A BOULDER
 GR1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1509+STABILITY: SURFACE MOTION
 GR1509
 GR1509  HISTORY     - Date     Condition        Report By
 GR1509  HISTORY     - 1948     MONUMENTED       USGS
 GR1509
 GR1509                          STATION DESCRIPTION
 GR1509
 GR1509'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1509'LOCATED ABOUT 3.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1509'ABOUT 1.4 MI S. OF MOST NORTHERLY POINT OF LAND ON EAST SIDE OF
 GR1509'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ON LONG, FLAT RIDGE
 GR1509'WHICH IS HIGHEST POINT IN IMMEDIATE VICINITY, ABOUT 30 FT. ABOVE
 GR1509'HIGH WATER MARK.
 GR1509'
 GR1509'TO REACH NOT GIVEN.
 GR1509'
 GR1509'STATION MARK--STANDARD TABLET STAMPED---A26C 1948---, CEMENTED IN
 GR1509'TOP OF ROCK SET IN PLACE.
 GR1509'
 GR1509'RMS--NONE SET.
 GR1509'
 GR1509'NOTE--FAIRCHILD STATION DESIGNATED AS F111, 6.82 FT. ESE. OF
 GR1509'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0181 ***********************************************************************
 CG0181  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0181  DESIGNATION -  A 260
 CG0181  PID         -  CG0181
 CG0181  STATE/COUNTY-  AZ/COCHISE
 CG0181  USGS QUAD   -  HEREFORD (1983)
 CG0181
 CG0181                         *CURRENT SURVEY CONTROL
 CG0181  ___________________________________________________________________
 CG0181* NAD 83(1992)-  31 25 51.88963(N)    110 05 43.33462(W)     ADJUSTED  
 CG0181* NAVD 88     -      1282.14   (meters)    4206.5    (feet)  GPS OBS   
 CG0181  ___________________________________________________________________
 CG0181  X           -  -1,871,944.638 (meters)                     COMP
 CG0181  Y           -  -5,116,610.058 (meters)                     COMP
 CG0181  Z           -   3,307,423.075 (meters)                     COMP
 CG0181  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 CG0181  ELLIP HEIGHT-        1254.17  (meters)          (08/22/05) GPS OBS
 CG0181  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG0181
 CG0181  HORZ ORDER  -  B
 CG0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0181  ELLP ORDER  -  FOURTH    CLASS II
 CG0181
 CG0181.The horizontal coordinates were established by GPS observations
 CG0181.and adjusted by the National Geodetic Survey in August 2005..
 CG0181
 CG0181.The orthometric height was determined by GPS observations and a
 CG0181.high-resolution geoid model using precise GPS observation and
 CG0181.processing techniques.
 CG0181.The vertical order pertains to the NGVD 29 superseded value.
 CG0181
 CG0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0181
 CG0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0181
 CG0181.The ellipsoidal height was determined by GPS observations
 CG0181.and is referenced to NAD 83.
 CG0181
 CG0181.The geoid height was determined by GEOID03.
 CG0181
 CG0181;                    North         East     Units Scale Factor Converg.
 CG0181;SPC AZ E     -    47,792.679   220,137.566   MT  0.99990057   +0 02 13.8
 CG0181;SPC AZ E     -   156,800.13    722,236.11   iFT  0.99990057   +0 02 13.8
 CG0181;UTM  12      - 3,477,732.015   585,972.100   MT  0.99969116   +0 28 18.4
 CG0181
 CG0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0181!SPC AZ E     -   0.99980310  x   0.99990057  =   0.99970369
 CG0181!UTM  12      -   0.99980310  x   0.99969116  =   0.99949432
 CG0181
 CG0181                          SUPERSEDED SURVEY CONTROL
 CG0181
 CG0181  NGVD 29 (??/??/92) 1281.006  (m)         4202.77   (f) ADJ UNCH    2 0
 CG0181
 CG0181.Superseded values are not recommended for survey control.
 CG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0181.See file dsdata.txt to determine how the superseded data were derived.
 CG0181
 CG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8597277732(NAD 83)
 CG0181_MARKER: DB = BENCH MARK DISK
 CG0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0181_SP_SET: FOUNDATION
 CG0181_STAMPING: A 260 1945
 CG0181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0181+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG0181
 CG0181  HISTORY     - Date     Condition        Report By
 CG0181  HISTORY     - 1945     MONUMENTED       CGS
 CG0181  HISTORY     - 20010422 GOOD             NGS
 CG0181  HISTORY     - 20040429 GOOD             AZ-003
 CG0181
 CG0181                          STATION DESCRIPTION
 CG0181
 CG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0181'0.6 MI S FROM HEREFORD.
 CG0181'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0181'STATION AT HEREFORD, COCHISE COUNTY, 6 RAILS SOUTH OF A PRIVATE ROAD
 CG0181'CROSSING, 1-1/2 RAILS NORTH OF CULVERT 1069.58, AT BLOCK SIGNAL
 CG0181'1069.6, IN THE CENTER OF THE EAST SIDE OF THE CONCRETE FOUNDATION, 5.9
 CG0181'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL. A
 CG0181'STANDARD DISK, STAMPED A 260 1945.
 CG0181
 CG0181                          STATION RECOVERY (2001)
 CG0181
 CG0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0181'RAILROAD IS NOW THE SAN PEDRO AND SOUTHWESTERN.  RR STATION IS GONE.
 CG0181'SIGNALS HAVE BEEN REMOVED FROM FOUNDATION.
 CG0181
 CG0181                          STATION RECOVERY (2004)
 CG0181
 CG0181'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG0181'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0201 ***********************************************************************
 CZ0201  DESIGNATION -  A 261
 CZ0201  PID         -  CZ0201
 CZ0201  STATE/COUNTY-  AZ/PIMA
 CZ0201  USGS QUAD   -  TUCSON SW (1992)
 CZ0201
 CZ0201                         *CURRENT SURVEY CONTROL
 CZ0201  ___________________________________________________________________
 CZ0201* NAD 83(1986)-  32 07 27.     (N)    110 57 30.     (W)     SCALED    
 CZ0201* NAVD 88     -       779.988  (meters)    2559.01   (feet)  ADJUSTED  
 CZ0201  ___________________________________________________________________
 CZ0201  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0201  DYNAMIC HT  -         778.899 (meters)    2555.44  (feet)  COMP
 CZ0201  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 CZ0201
 CZ0201  VERT ORDER  -  FIRST     CLASS II
 CZ0201
 CZ0201.This mark is at Tucson Intl Airport (TUS)
 CZ0201
 CZ0201.The horizontal coordinates were scaled from a topographic map and have
 CZ0201.an estimated accuracy of +/- 6 seconds.
 CZ0201
 CZ0201.The orthometric height was determined by differential leveling
 CZ0201.and adjusted by the National Geodetic Survey in June 1991..
 CZ0201
 CZ0201.The geoid height was determined by GEOID03.
 CZ0201
 CZ0201.The dynamic height is computed by dividing the NAVD 88
 CZ0201.geopotential number by the normal gravity value computed on the
 CZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0201.degrees latitude (g = 980.6199 gals.).
 CZ0201
 CZ0201.The modeled gravity was interpolated from observed gravity values.
 CZ0201
 CZ0201;                    North         East    Units  Estimated Accuracy
 CZ0201;SPC AZ C     -   125,040.      303,790.      MT  (+/- 180 meters Scaled)
 CZ0201
 CZ0201                          SUPERSEDED SURVEY CONTROL
 CZ0201
 CZ0201  NGVD 29 (??/??/92)  779.329  (m)         2556.85   (f) ADJ UNCH    1 2
 CZ0201
 CZ0201.Superseded values are not recommended for survey control.
 CZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0201.See file dsdata.txt to determine how the superseded data were derived.
 CZ0201
 CZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039542(NAD 83)
 CZ0201_MARKER: DB = BENCH MARK DISK
 CZ0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0201_SP_SET: COLUMN
 CZ0201_STAMPING: A 261 1945
 CZ0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0201
 CZ0201  HISTORY     - Date     Condition        Report By
 CZ0201  HISTORY     - 1945     MONUMENTED       CGS
 CZ0201  HISTORY     - 1953     GOOD             NGS
 CZ0201  HISTORY     - 1973     GOOD             NGS
 CZ0201  HISTORY     - 1980     GOOD             NGS
 CZ0201  HISTORY     - 19960513 GOOD             CHANCE
 CZ0201
 CZ0201                          STATION DESCRIPTION
 CZ0201
 CZ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0201'7.1 MI S FROM TUCSON.
 CZ0201'6.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0201'STATION AT TUCSON, THENCE 0.2 MILE EAST ALONG A PAVED ROAD AND A
 CZ0201'CONCRETE APRON TO HANGAR 1 OF TUCSON MUNICIPAL AIRPORT, SET VERTICALLY
 CZ0201'IN THE EAST FACE OF COLUMN D-1 OF THE HANGAR, 3.8 FEET BELOW THE FIRE
 CZ0201'ALARM BOX NO. 162, 1.7 FEET SOUTH OF THE SOUTH RAIL FOR THE ROLLING
 CZ0201'DOORS, DIRECTLY BELOW THE SECURITY OFFICE, AND 1.2 FEET ABOVE THE
 CZ0201'FLOOR.
 CZ0201
 CZ0201                          STATION RECOVERY (1973)
 CZ0201
 CZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ0201'RECOVERED IN GOOD CONDITION.
 CZ0201
 CZ0201                          STATION RECOVERY (1980)
 CZ0201
 CZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0201'10.9 KILOMETERS (6.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0201'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.3 KILOMETER
 CZ0201'(0.2 MILE) EAST ALONG THE TUCSON AVIATION CENTER ENTRANCE
 CZ0201'ROAD TO HANGER ONE, SET VERTICALLY IN THE EAST FACE OF THE
 CZ0201'NORTHWEST CONCRETE FOUNDATION (COLUMN D-1) OF THE HANGER,
 CZ0201'1.15 METERS (3.8 FEET) BELOW FIRE ALARM BOX 162, 0.5 METER
 CZ0201'(1.7 FEET) SOUTH OF THE SOUTH RAIL FOR THE ROLLING DOORS,
 CZ0201'0.35 METER (1.2 FEET) ABOVE THE FLOOR.
 CZ0201
 CZ0201                          STATION RECOVERY (1996)
 CZ0201
 CZ0201'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CZ0201'RECOVERY NOTE BY CHANCE 1996  RECOVERED AS DESCRIBED AND IN GOOD
 CZ0201'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS  THE STATION IS
 CZ0201'LOCATED IN THE CITY OF TUCSON AT THE TUCSON INTERNATIONAL AIRPORT.
 CZ0201'OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY, RUBEN SALCIDO -
 CZ0201'MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171  TO REACH THE STATION
 CZ0201'FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND VALENCIA BOULEVARD
 CZ0201'(EXIT 95 ON INTERSTATE HIGHWAY 19) , GO EAST ON VALENCIA FOR 4.8 KM
 CZ0201'(3.00 MI) TO TUCSON BOULEVARD.  TURN RIGHT ON TUCSON BOULEVARD AND GO
 CZ0201'SOUTH FOR 0.8 KM (0.50 MI) TO ELVIRA ROAD. TURN RIGHT AND GO WEST ON
 CZ0201'ELVIRA ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY
 CZ0201'MAINTENANCE DEPARTMENT AND ACCESS GATE.  GO EAST ALONG APRON TO HANGAR
 CZ0201'1 AND THE STATION SET VERTICALLY IN THE EAST FACE OF COLUMN D-1 OF THE
 CZ0201'HANGAR  THE STATION IS A BENCH MARK DISK SET VERTICALLY IN THE EAST
 CZ0201'FACE OF COLUMN D-1 OF HANGAR 1.  THE STATION IS LOCATED 1.2 M (3.9 FT)
 CZ0201'BELOW THE FIRE ALARM BOX 162, 0.5 M (1.6 FT) SOUTH OF THE SOUTH RAIL
 CZ0201'FOR THE ROLLINGS DOORS, AND 0.35 M (1.15 FT) ABOVE THE FLOOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0580 ***********************************************************************
 CY0580  DESIGNATION -  A 262
 CY0580  PID         -  CY0580
 CY0580  STATE/COUNTY-  AZ/GRAHAM
 CY0580  USGS QUAD   -  SAFFORD (1985)
 CY0580
 CY0580                         *CURRENT SURVEY CONTROL
 CY0580  ___________________________________________________________________
 CY0580* NAD 83(1986)-  32 51 03.     (N)    109 38 13.     (W)     SCALED    
 CY0580* NAVD 88     -       963.880  (meters)    3162.33   (feet)  ADJUSTED  
 CY0580  ___________________________________________________________________
 CY0580  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0580  DYNAMIC HT  -         962.532 (meters)    3157.91  (feet)  COMP
 CY0580  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 CY0580
 CY0580  VERT ORDER  -  SECOND    CLASS 0
 CY0580
 CY0580.The horizontal coordinates were scaled from a topographic map and have
 CY0580.an estimated accuracy of +/- 6 seconds.
 CY0580
 CY0580.The orthometric height was determined by differential leveling
 CY0580.and adjusted by the National Geodetic Survey in June 1991..
 CY0580
 CY0580.The geoid height was determined by GEOID03.
 CY0580
 CY0580.The dynamic height is computed by dividing the NAVD 88
 CY0580.geopotential number by the normal gravity value computed on the
 CY0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0580.degrees latitude (g = 980.6199 gals.).
 CY0580
 CY0580.The modeled gravity was interpolated from observed gravity values.
 CY0580
 CY0580;                    North         East    Units  Estimated Accuracy
 CY0580;SPC AZ E     -   205,330.      262,940.      MT  (+/- 180 meters Scaled)
 CY0580
 CY0580                          SUPERSEDED SURVEY CONTROL
 CY0580
 CY0580  NGVD 29 (??/??/92)  963.290  (m)         3160.39   (f) ADJ UNCH    2 0
 CY0580
 CY0580.Superseded values are not recommended for survey control.
 CY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0580.See file dsdata.txt to determine how the superseded data were derived.
 CY0580
 CY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB275355(NAD 83)
 CY0580_MARKER: DB = BENCH MARK DISK
 CY0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0580_SP_SET: BASE
 CY0580_STAMPING: A 262 1945
 CY0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0580
 CY0580  HISTORY     - Date     Condition        Report By
 CY0580  HISTORY     - 1945     MONUMENTED       CGS
 CY0580
 CY0580                          STATION DESCRIPTION
 CY0580
 CY0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0580'IN SAFFORD AIRPORT.
 CY0580'AT THE SAFFORD AIRPORT, AT THE HANGAR, IN THE SOUTHWEST END OF THE
 CY0580'CONCRETE BASE OF THE SOUTHEAST HANGAR DOORS, 3 FEET NORTHEAST OF THE
 CY0580'SOUTHWEST END OF BASE, 2.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 CY0580'HANGAR.  BRONZE BENCH MARK DISK AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1065 ***********************************************************************
 DV1065  DESIGNATION -  A 263
 DV1065  PID         -  DV1065
 DV1065  STATE/COUNTY-  AZ/MARICOPA
 DV1065  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1065
 DV1065                         *CURRENT SURVEY CONTROL
 DV1065  ___________________________________________________________________
 DV1065* NAD 83(1986)-  33 29 37.     (N)    113 03 27.     (W)     SCALED    
 DV1065* NAVD 88     -       370.668  (meters)    1216.10   (feet)  ADJUSTED  
 DV1065  ___________________________________________________________________
 DV1065  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1065  DYNAMIC HT  -         370.243 (meters)    1214.71  (feet)  COMP
 DV1065  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DV1065
 DV1065  VERT ORDER  -  FIRST     CLASS II
 DV1065
 DV1065.The horizontal coordinates were scaled from a topographic map and have
 DV1065.an estimated accuracy of +/- 6 seconds.
 DV1065
 DV1065.The orthometric height was determined by differential leveling
 DV1065.and adjusted by the National Geodetic Survey in June 1991..
 DV1065
 DV1065.The geoid height was determined by GEOID03.
 DV1065
 DV1065.The dynamic height is computed by dividing the NAVD 88
 DV1065.geopotential number by the normal gravity value computed on the
 DV1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1065.degrees latitude (g = 980.6199 gals.).
 DV1065
 DV1065.The modeled gravity was interpolated from observed gravity values.
 DV1065
 DV1065;                    North         East    Units  Estimated Accuracy
 DV1065;SPC AZ C     -   277,070.      107,350.      MT  (+/- 180 meters Scaled)
 DV1065
 DV1065                          SUPERSEDED SURVEY CONTROL
 DV1065
 DV1065  NGVD 29 (??/??/92)  370.023  (m)         1213.98   (f) ADJ UNCH    1 2
 DV1065
 DV1065.Superseded values are not recommended for survey control.
 DV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1065.See file dsdata.txt to determine how the superseded data were derived.
 DV1065
 DV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC088079(NAD 83)
 DV1065_MARKER: DB = BENCH MARK DISK
 DV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1065_STAMPING: A 263 1947
 DV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1065+STABILITY: SURFACE MOTION
 DV1065
 DV1065  HISTORY     - Date     Condition        Report By
 DV1065  HISTORY     - 1947     MONUMENTED       CGS
 DV1065  HISTORY     - 1967     GOOD             NGS
 DV1065  HISTORY     - 1981     GOOD             NGS
 DV1065
 DV1065                          STATION DESCRIPTION
 DV1065
 DV1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1065'6.85 MI W FROM TONOPAH.
 DV1065'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1065'TONOPAH, IN SECTION 26, T 2 N, R 8 W, AT THE JUNCTION OF INDIAN SCHOOL
 DV1065'ROAD AND THE BUCKEYE-SALOME ROAD, 52 1/2 FEET SOUTH OF THE CENTER LINE
 DV1065'OF INDIAN SCHOOL ROAD, 75 FEET NORTHEAST OF THE CENTER LINE OF THE
 DV1065'BUCKEYE-SALOME ROAD, 2.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DV1065'2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 DV1065'POST PROJECTING 2 INCHES.
 DV1065
 DV1065                          STATION RECOVERY (1981)
 DV1065
 DV1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0723 ***********************************************************************
 DV0723  DESIGNATION -  A 264
 DV0723  PID         -  DV0723
 DV0723  STATE/COUNTY-  AZ/MARICOPA
 DV0723  USGS QUAD   -  BUCKEYE NW (1982)
 DV0723
 DV0723                         *CURRENT SURVEY CONTROL
 DV0723  ___________________________________________________________________
 DV0723* NAD 83(1986)-  33 27 40.     (N)    112 40 16.     (W)     SCALED    
 DV0723* NAVD 88     -       349.915  (meters)    1148.01   (feet)  ADJUSTED  
 DV0723  ___________________________________________________________________
 DV0723  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DV0723  DYNAMIC HT  -         349.512 (meters)    1146.69  (feet)  COMP
 DV0723  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV0723
 DV0723  VERT ORDER  -  FIRST     CLASS II
 DV0723
 DV0723.The horizontal coordinates were scaled from a topographic map and have
 DV0723.an estimated accuracy of +/- 6 seconds.
 DV0723
 DV0723.The orthometric height was determined by differential leveling
 DV0723.and adjusted by the National Geodetic Survey in June 1991..
 DV0723
 DV0723.The geoid height was determined by GEOID03.
 DV0723
 DV0723.The dynamic height is computed by dividing the NAVD 88
 DV0723.geopotential number by the normal gravity value computed on the
 DV0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0723.degrees latitude (g = 980.6199 gals.).
 DV0723
 DV0723.The modeled gravity was interpolated from observed gravity values.
 DV0723
 DV0723;                    North         East    Units  Estimated Accuracy
 DV0723;SPC AZ C     -   273,140.      143,230.      MT  (+/- 180 meters Scaled)
 DV0723
 DV0723                          SUPERSEDED SURVEY CONTROL
 DV0723
 DV0723  NGVD 29 (??/??/92)  349.272  (m)         1145.90   (f) ADJ UNCH    1 2
 DV0723
 DV0723.Superseded values are not recommended for survey control.
 DV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0723.See file dsdata.txt to determine how the superseded data were derived.
 DV0723
 DV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC447036(NAD 83)
 DV0723_MARKER: DB = BENCH MARK DISK
 DV0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0723_STAMPING: A 264 1947
 DV0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0723+STABILITY: SURFACE MOTION
 DV0723
 DV0723  HISTORY     - Date     Condition        Report By
 DV0723  HISTORY     - 1947     MONUMENTED       CGS
 DV0723  HISTORY     - 1967     GOOD             NGS
 DV0723  HISTORY     - 1981     GOOD             NGS
 DV0723  HISTORY     - 20010416 POOR             MCDOT
 DV0723
 DV0723                          STATION DESCRIPTION
 DV0723
 DV0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0723'9.05 MI NW FROM BUCKEYE.
 DV0723'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0723'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 4.95 MILES
 DV0723'NORTHWEST ALONG YUMA ROAD, IN S 4, T 1 N, R 4 W, 1.0 MILE WEST OF THE
 DV0723'CROSSING OF THE ROAD AND A POWER LINE, 40 FEET SOUTH OF THE CENTER
 DV0723'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A 4- BY 4-INCH WOODEN WITNESS
 DV0723'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0723'A CONCRETE POST PROJECTING 6 INCHES.
 DV0723
 DV0723                          STATION RECOVERY (1981)
 DV0723
 DV0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0723'RECOVERED IN GOOD CONDITION.
 DV0723
 DV0723                          STATION RECOVERY (2001)
 DV0723
 DV0723'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0723'BASE OF MON. IS EXPOSED ON 3 SIDES AND AT EDGE OF GRADED RD. APPEARS
 DV0723'SOLID BUT DEPTH OF BASE IS UNKNOWN.
 DV0723' FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .2 MILES E THENCE .2
 DV0723'MILES S TO TONOPAH HWY. THENCE .1 MILES E TO BM A264
 DV0723'USC+G BC SET IN CONC. PEDESTAL BASE IS USC+G BC SET IN CONC. PEDESTAL,
 DV0723'BASE IS EXPOSED, BUT APPEARS SOLID
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0555 ***********************************************************************
 DV0555  DESIGNATION -  A 265
 DV0555  PID         -  DV0555
 DV0555  STATE/COUNTY-  AZ/MARICOPA
 DV0555  USGS QUAD   -  PERRYVILLE (1982)
 DV0555
 DV0555                         *CURRENT SURVEY CONTROL
 DV0555  ___________________________________________________________________
 DV0555* NAD 83(1986)-  33 26 46.     (N)    112 27 41.     (W)     SCALED    
 DV0555* NAVD 88     -       307.17   (+/-2cm)    1007.8    (feet)  VERTCON   
 DV0555  ___________________________________________________________________
 DV0555  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0555
 DV0555  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0555
 DV0555.The horizontal coordinates were scaled from a topographic map and have
 DV0555.an estimated accuracy of +/- 6 seconds.
 DV0555
 DV0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0555.The vertical order pertains to the NGVD 29 superseded value.
 DV0555
 DV0555.The geoid height was determined by GEOID03.
 DV0555
 DV0555;                    North         East    Units  Estimated Accuracy
 DV0555;SPC AZ C     -   271,360.      162,720.      MT  (+/- 180 meters Scaled)
 DV0555
 DV0555                          SUPERSEDED SURVEY CONTROL
 DV0555
 DV0555  NGVD 29 (??/??/92)  306.536  (m)         1005.69   (f) ADJ UNCH    1 2
 DV0555
 DV0555.Superseded values are not recommended for survey control.
 DV0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0555.See file dsdata.txt to determine how the superseded data were derived.
 DV0555
 DV0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641017(NAD 83)
 DV0555_MARKER: DB = BENCH MARK DISK
 DV0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0555_SP_SET: CULVERT
 DV0555_STAMPING: A 265 1948
 DV0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0555
 DV0555  HISTORY     - Date     Condition        Report By
 DV0555  HISTORY     - 1948     MONUMENTED       CGS
 DV0555  HISTORY     - 1967     GOOD             NGS
 DV0555  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0555
 DV0555                          STATION DESCRIPTION
 DV0555
 DV0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0555'6.7 MI NW FROM GOODYEAR.
 DV0555'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0555'THENCE 0.7 MILE NORTH ALONG PERRYVILLE ROAD, IN S 10, T 1 N, R 2 W, AT
 DV0555'A CROSSING OF PERRYVILLE ROAD AND THE ROOSEVELT IRRIGATION DISTRICT
 DV0555'CANAL, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 DV0555'THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE CULVERT UNDER
 DV0555'THE ROAD, 63 FEET NORTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER
 DV0555'POST FOR A CHAIN LINK FENCE WHICH ENCLOSES AN IRRIGATION PUMP, AND
 DV0555'ABOUT 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 DV0555
 DV0555                          STATION RECOVERY (1981)
 DV0555
 DV0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0555'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0081 ***********************************************************************
 DV0081  DESIGNATION -  A 266
 DV0081  PID         -  DV0081
 DV0081  STATE/COUNTY-  AZ/MARICOPA
 DV0081  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0081
 DV0081                         *CURRENT SURVEY CONTROL
 DV0081  ___________________________________________________________________
 DV0081* NAD 83(1986)-  33 43 04.     (N)    112 20 45.     (W)     SCALED    
 DV0081* NAVD 88     -       409.104  (meters)    1342.20   (feet)  ADJUSTED  
 DV0081  ___________________________________________________________________
 DV0081  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0081  DYNAMIC HT  -         408.628 (meters)    1340.64  (feet)  COMP
 DV0081  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 DV0081
 DV0081  VERT ORDER  -  FIRST     CLASS II
 DV0081
 DV0081.The horizontal coordinates were scaled from a topographic map and have
 DV0081.an estimated accuracy of +/- 6 seconds.
 DV0081
 DV0081.The orthometric height was determined by differential leveling
 DV0081.and adjusted by the National Geodetic Survey in June 1991..
 DV0081
 DV0081.The geoid height was determined by GEOID03.
 DV0081
 DV0081.The dynamic height is computed by dividing the NAVD 88
 DV0081.geopotential number by the normal gravity value computed on the
 DV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0081.degrees latitude (g = 980.6199 gals.).
 DV0081
 DV0081.The modeled gravity was interpolated from observed gravity values.
 DV0081
 DV0081;                    North         East    Units  Estimated Accuracy
 DV0081;SPC AZ C     -   301,440.      173,590.      MT  (+/- 180 meters Scaled)
 DV0081
 DV0081                          SUPERSEDED SURVEY CONTROL
 DV0081
 DV0081  NGVD 29 (??/??/92)  408.477  (m)         1340.14   (f) ADJ UNCH    1 2
 DV0081
 DV0081.Superseded values are not recommended for survey control.
 DV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0081.See file dsdata.txt to determine how the superseded data were derived.
 DV0081
 DV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753316(NAD 83)
 DV0081_MARKER: DB = BENCH MARK DISK
 DV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0081_STAMPING: A 266 1948
 DV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0081+STABILITY: SURFACE MOTION
 DV0081
 DV0081  HISTORY     - Date     Condition        Report By
 DV0081  HISTORY     - 1948     MONUMENTED       CGS
 DV0081  HISTORY     - 1967     GOOD             NGS
 DV0081  HISTORY     - 1981     GOOD             NGS
 DV0081
 DV0081                          STATION DESCRIPTION
 DV0081
 DV0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0081'11.35 MI NW FROM EL MIRAGE.
 DV0081'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0081'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 4.35 MILES
 DV0081'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0081'BEARDSLEY CANAL, IN SECTION 3, T 4 N, R 1 W, 31 FEET SOUTHEAST OF THE
 DV0081'CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE
 DV0081'WITH A ROW OF POLES, 2.6 FEET SOUTHWEST OF A 4- X 4-INCH WOODEN
 DV0081'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 DV0081'TOP OF A CONCRETE POST.
 DV0081
 DV0081                          STATION RECOVERY (1981)
 DV0081
 DV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0024 ***********************************************************************
 DV0024  DESIGNATION -  A 268
 DV0024  PID         -  DV0024
 DV0024  STATE/COUNTY-  AZ/MARICOPA
 DV0024  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0024
 DV0024                         *CURRENT SURVEY CONTROL
 DV0024  ___________________________________________________________________
 DV0024* NAD 83(1986)-  33 35 48.     (N)    112 02 07.     (W)     SCALED    
 DV0024* NAVD 88     -       441.33   (+/-2cm)    1447.9    (feet)  VERTCON   
 DV0024  ___________________________________________________________________
 DV0024  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0024
 DV0024  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0024
 DV0024.The horizontal coordinates were scaled from a topographic map and have
 DV0024.an estimated accuracy of +/- 6 seconds.
 DV0024
 DV0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0024.The vertical order pertains to the NGVD 29 superseded value.
 DV0024
 DV0024.The geoid height was determined by GEOID03.
 DV0024
 DV0024;                    North         East    Units  Estimated Accuracy
 DV0024;SPC AZ C     -   287,930.      202,350.      MT  (+/- 180 meters Scaled)
 DV0024
 DV0024                          SUPERSEDED SURVEY CONTROL
 DV0024
 DV0024  NGVD 29 (??/??/92)  440.780  (m)         1446.13   (f) ADJ UNCH    1 2
 DV0024
 DV0024.Superseded values are not recommended for survey control.
 DV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0024.See file dsdata.txt to determine how the superseded data were derived.
 DV0024
 DV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC039179(NAD 83)
 DV0024_MARKER: DB = BENCH MARK DISK
 DV0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0024_STAMPING: A 268 1948
 DV0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0024+STABILITY: SURFACE MOTION
 DV0024
 DV0024  HISTORY     - Date     Condition        Report By
 DV0024  HISTORY     - 1948     MONUMENTED       CGS
 DV0024  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0024
 DV0024                          STATION DESCRIPTION
 DV0024
 DV0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0024'IN CACTUS.
 DV0024'AT CACTUS, AT THE NORTH PHOENIX AIRPORT, ABOUT 0.15 MILE EAST OF THE
 DV0024'CACTUS POST OFFICE, AT THE SOUTH EDGE OF THE AIRPORT, 48.7 FEET NORTH
 DV0024'OF THE CENTER LINE OF A GRAVEL ROAD PARALLELLING THE SOUTH SIDE OF THE
 DV0024'AIRPORT, 18.5 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 DV0024'TO THE AIRPORT, 4.3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 DV0024'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DV0024'INCHES.  NOTE-- THIS AIRPORT IS NO LONGER IN EXISTENCE, AND
 DV0024'CONSIDERABLE RESIDENTIAL BUILDING HAS BEEN DONE IN THE AREA. MARK WAS
 DV0024'PROBABLY DESTROYED DURING CONSTRUCTION.
 DV0024
 DV0024                          STATION RECOVERY (1963)
 DV0024
 DV0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1073 ***********************************************************************
 DU1073  DESIGNATION -  A 269
 DU1073  PID         -  DU1073
 DU1073  STATE/COUNTY-  AZ/MARICOPA
 DU1073  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1073
 DU1073                         *CURRENT SURVEY CONTROL
 DU1073  ___________________________________________________________________
 DU1073* NAD 83(1986)-  33 30 29.     (N)    111 43 52.     (W)     SCALED    
 DU1073* NAVD 88     -       398.245  (meters)    1306.58   (feet)  READJUSTED
 DU1073  ___________________________________________________________________
 DU1073  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1073  DYNAMIC HT  -         397.770 (meters)    1305.02  (feet)  COMP
 DU1073  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1073
 DU1073  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1073
 DU1073.The horizontal coordinates were scaled from a topographic map and have
 DU1073.an estimated accuracy of +/- 6 seconds.
 DU1073
 DU1073.The orthometric height was determined by differential leveling
 DU1073.and adjusted by the National Geodetic Survey in April 1999..
 DU1073.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1073.distribution rate of 0.0 thru 1.0 mm/km.
 DU1073.The height was derived from older observations constrained to new
 DU1073.heights in a crustal motion area.  The height is approximate in
 DU1073.relation to other heights in its vicinity.
 DU1073
 DU1073.The geoid height was determined by GEOID03.
 DU1073
 DU1073.The dynamic height is computed by dividing the NAVD 88
 DU1073.geopotential number by the normal gravity value computed on the
 DU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1073.degrees latitude (g = 980.6199 gals.).
 DU1073
 DU1073.The modeled gravity was interpolated from observed gravity values.
 DU1073
 DU1073;                    North         East    Units  Estimated Accuracy
 DU1073;SPC AZ C     -   278,110.      230,600.      MT  (+/- 180 meters Scaled)
 DU1073
 DU1073                          SUPERSEDED SURVEY CONTROL
 DU1073
 DU1073  NAVD 88 (06/15/91)  398.258  (m)         1306.62   (f) UNKNOWN     1 2
 DU1073  NGVD 29 (??/??/92)  397.677  (m)         1304.71   (f) ADJ UNCH    1 2
 DU1073
 DU1073.Superseded values are not recommended for survey control.
 DU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1073.See file dsdata.txt to determine how the superseded data were derived.
 DU1073
 DU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC320078(NAD 83)
 DU1073_MARKER: DB = BENCH MARK DISK
 DU1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1073_SP_SET: STRUCTURE
 DU1073_STAMPING: A 269 1948
 DU1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1073
 DU1073  HISTORY     - Date     Condition        Report By
 DU1073  HISTORY     - 1948     MONUMENTED       CGS
 DU1073  HISTORY     - 1967     GOOD             NGS
 DU1073  HISTORY     - 1980     GOOD             NGS
 DU1073
 DU1073                          STATION DESCRIPTION
 DU1073
 DU1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1073'10.8 MI N FROM BUCKHORN.
 DU1073'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS, 70, 80 AND 89 FROM THE POST
 DU1073'OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU1073'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH ALONG A
 DU1073'GRAVELED ROAD, THENCE 2.1 MILES WEST ALONG A DIRT ROAD WHICH PARALLELS
 DU1073'THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 22, T 2 N, R 6 E, 19
 DU1073'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST
 DU1073'END OF A CONCRETE STRUCTURE THAT SUPPORTS A FLOODGATE, 1 1/2 FEET EAST
 DU1073'OF A THREADED METAL SHAFT WHICH IS USED IN THE CONTROL OF THE
 DU1073'FLOODGATE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
 DU1073
 DU1073                          STATION RECOVERY (1980)
 DU1073
 DU1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0457 ***********************************************************************
 ET0457  DESIGNATION -  A 27
 ET0457  PID         -  ET0457
 ET0457  STATE/COUNTY-  AZ/YAVAPAI
 ET0457  USGS QUAD   -  IRON SPRINGS (1979)
 ET0457
 ET0457                         *CURRENT SURVEY CONTROL
 ET0457  ___________________________________________________________________
 ET0457* NAD 83(1986)-  34 35 49.     (N)    112 35 52.     (W)     SCALED    
 ET0457* NAVD 88     -      1708.395  (meters)    5604.96   (feet)  POSTED    
 ET0457  ___________________________________________________________________
 ET0457  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ET0457  DYNAMIC HT  -        1706.070 (meters)    5597.33  (feet)  COMP
 ET0457  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 ET0457
 ET0457  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0457
 ET0457.The horizontal coordinates were scaled from a topographic map and have
 ET0457.an estimated accuracy of +/- 6 seconds.
 ET0457
 ET0457.The orthometric height was determined by differential leveling
 ET0457.and adjusted by the National Geodetic Survey in November 2005..
 ET0457.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0457.rate of 1.1 thru 2.0 mm/km.
 ET0457
 ET0457.The geoid height was determined by GEOID03.
 ET0457
 ET0457.The dynamic height is computed by dividing the NAVD 88
 ET0457.geopotential number by the normal gravity value computed on the
 ET0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0457.degrees latitude (g = 980.6199 gals.).
 ET0457
 ET0457.The modeled gravity was interpolated from observed gravity values.
 ET0457
 ET0457;                    North         East    Units  Estimated Accuracy
 ET0457;SPC AZ C     -   399,080.      150,890.      MT  (+/- 180 meters Scaled)
 ET0457
 ET0457                          SUPERSEDED SURVEY CONTROL
 ET0457
 ET0457  NGVD 29 (??/??/92) 1707.534  (m)         5602.13   (f) ADJ UNCH    1 2
 ET0457
 ET0457.Superseded values are not recommended for survey control.
 ET0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0457.See file dsdata.txt to determine how the superseded data were derived.
 ET0457
 ET0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD534295(NAD 83)
 ET0457_MARKER: DB = BENCH MARK DISK
 ET0457_SETTING: 80 = SET IN A BOULDER
 ET0457_SP_SET: BOULDER
 ET0457_STAMPING: A 27 1933
 ET0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0457+STABILITY: SURFACE MOTION
 ET0457
 ET0457  HISTORY     - Date     Condition        Report By
 ET0457  HISTORY     - 1933     MONUMENTED       CGS
 ET0457  HISTORY     - 1974     GOOD             USGS
 ET0457
 ET0457                          STATION DESCRIPTION
 ET0457
 ET0457'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0457'2.4 MI NW FROM IRON SPRINGS.
 ET0457'2.4 MILES NORTHWEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0457'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN TOP OF A LARGE
 ET0457'BOULDER, 55 FT. NORTHEAST OF CENTER OF RR GRADE OPPOSITE AND 9 FT
 ET0457'HIGHER.  THE ONLY INDICATION OF DOCE SPUR AT THIS LOCATION IS A
 ET0457'WIDENING OF THE RR GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1510 ***********************************************************************
 GR1510  DESIGNATION -  A 27
 GR1510  PID         -  GR1510
 GR1510  STATE/COUNTY-  AZ/MOHAVE
 GR1510  USGS QUAD   -  BONELLI BAY (1983)
 GR1510
 GR1510                         *CURRENT SURVEY CONTROL
 GR1510  ___________________________________________________________________
 GR1510* NAD 83(1992)-  36 06 52.18515(N)    114 26 03.12374(W)     ADJUSTED  
 GR1510* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 GR1510  ___________________________________________________________________
 GR1510  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GR1510  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1510
 GR1510  HORZ ORDER  -  THIRD
 GR1510
 GR1510.The horizontal coordinates were established by classical geodetic methods
 GR1510.and adjusted by the National Geodetic Survey in August 1993..
 GR1510
 GR1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1510
 GR1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1510
 GR1510.The geoid height was determined by GEOID03.
 GR1510
 GR1510;                    North         East     Units Scale Factor Converg.
 GR1510;SPC AZ W     -   567,451.776   151,762.863   MT  0.99998007   -0 24 11.8
 GR1510;SPC AZ W     - 1,861,718.43    497,909.66   iFT  0.99998007   -0 24 11.8
 GR1510;SPC NV E     - 8,151,985.176   303,451.821   MT  1.00003183   +0 40 38.5
 GR1510;SPC NV E     -26,745,304.70    995,574.85   sFT  1.00003183   +0 40 38.5
 GR1510;UTM  11      - 3,999,696.758   730,938.390   MT  1.00025719   +1 30 46.6
 GR1510
 GR1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1510!SPC AZ W     -   0.99994794  x   0.99998007  =   0.99992801
 GR1510!SPC NV E     -   0.99994794  x   1.00003183  =   0.99997977
 GR1510!UTM  11      -   0.99994794  x   1.00025719  =   1.00020512
 GR1510
 GR1510:                Primary Azimuth Mark                     Grid Az
 GR1510:SPC AZ W     -  A 25 A                                   246 06 45.1
 GR1510:SPC NV E     -  A 25 A                                   245 01 54.8
 GR1510:UTM  11      -  A 25 A                                   244 11 46.7
 GR1510
 GR1510|---------------------------------------------------------------------|
 GR1510| PID    Reference Object                     Distance      Geod. Az  |
 GR1510|                                                           dddmmss.s |
 GR1510| GR1499 A 25 A                              APPROX. 1.8 KM 2454233.3 |
 GR1510|---------------------------------------------------------------------|
 GR1510
 GR1510                          SUPERSEDED SURVEY CONTROL
 GR1510
 GR1510  NAD 83(1986)-  36 06 52.17364(N)    114 26 03.11644(W) AD(       ) 3
 GR1510  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG       
 GR1510
 GR1510.Superseded values are not recommended for survey control.
 GR1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1510.See file dsdata.txt to determine how the superseded data were derived.
 GR1510
 GR1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3093899697(NAD 83)
 GR1510_MARKER: DS = TRIANGULATION STATION DISK
 GR1510_SETTING: 66 = SET IN ROCK OUTCROP
 GR1510_SP_SET: SET IN BEDROCK
 GR1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1510+STABILITY: POSITION/ELEVATION WELL
 GR1510
 GR1510  HISTORY     - Date     Condition        Report By
 GR1510  HISTORY     - 1948     MONUMENTED       USGS
 GR1510
 GR1510                          STATION DESCRIPTION
 GR1510
 GR1510'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1510'LOCATED ABOUT 3.3 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1510'ISLAND (AT THIS LAKE LEVEL - 1160 FT.), ABOUT 200 YARDS NW. OF
 GR1510'NORTH END OF LOW, FLAT RIDGE WHICH FORMS EAST SIDE OF DETRITAL
 GR1510'WASH.  ELEVATION OF TOP OF ISLAND IS ABOUT 1180 FT.
 GR1510'
 GR1510'TO REACH NOT GIVEN.
 GR1510'
 GR1510'STATION MARK--STANDARD TABLET STAMPED---A27 1948---, CEMENTED IN
 GR1510'BEDROCK.
 GR1510'
 GR1510'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1511 ***********************************************************************
 GR1511  DESIGNATION -  A 27 A
 GR1511  PID         -  GR1511
 GR1511  STATE/COUNTY-  AZ/MOHAVE
 GR1511  USGS QUAD   -  BONELLI BAY (1983)
 GR1511
 GR1511                         *CURRENT SURVEY CONTROL
 GR1511  ___________________________________________________________________
 GR1511* NAD 83(1992)-  36 06 44.22910(N)    114 24 58.87459(W)     ADJUSTED  
 GR1511* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 GR1511  ___________________________________________________________________
 GR1511  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 GR1511  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1511
 GR1511  HORZ ORDER  -  THIRD
 GR1511
 GR1511.The horizontal coordinates were established by classical geodetic methods
 GR1511.and adjusted by the National Geodetic Survey in August 1993..
 GR1511
 GR1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1511
 GR1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1511
 GR1511.The geoid height was determined by GEOID03.
 GR1511
 GR1511;                    North         East     Units Scale Factor Converg.
 GR1511;SPC AZ W     -   567,195.399   153,367.930   MT  0.99997766   -0 23 33.9
 GR1511;SPC AZ W     - 1,860,877.29    503,175.62   iFT  0.99997766   -0 23 33.9
 GR1511;SPC NV E     - 8,151,759.103   305,061.526   MT  1.00003596   +0 41 16.2
 GR1511;SPC NV E     -26,744,562.99  1,000,856.02   sFT  1.00003596   +0 41 16.2
 GR1511;UTM  11      - 3,999,494.137   732,551.589   MT  1.00026640   +1 31 24.3
 GR1511
 GR1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1511!SPC AZ W     -   0.99994354  x   0.99997766  =   0.99992120
 GR1511!SPC NV E     -   0.99994354  x   1.00003596  =   0.99997950
 GR1511!UTM  11      -   0.99994354  x   1.00026640  =   1.00020993
 GR1511
 GR1511                          SUPERSEDED SURVEY CONTROL
 GR1511
 GR1511  NAD 83(1986)-  36 06 44.21776(N)    114 24 58.86762(W) AD(       ) 3
 GR1511  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG       
 GR1511
 GR1511.Superseded values are not recommended for survey control.
 GR1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1511.See file dsdata.txt to determine how the superseded data were derived.
 GR1511
 GR1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3255299494(NAD 83)
 GR1511_MARKER: DS = TRIANGULATION STATION DISK
 GR1511_SETTING: 80 = SET IN A BOULDER
 GR1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1511+STABILITY: SURFACE MOTION
 GR1511
 GR1511  HISTORY     - Date     Condition        Report By
 GR1511  HISTORY     - 1948     MONUMENTED       USGS
 GR1511
 GR1511                          STATION DESCRIPTION
 GR1511
 GR1511'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1511'NOT OCCUPIED.
 GR1511'
 GR1511'LOCATED ABOUT 2.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1511'NORTH END OF LONG, PROMINENT RIDGE, ABOUT 20 FT. ABOVE HIGH WATER
 GR1511'MARK.
 GR1511'
 GR1511'STATION MARK--STANDARD TABLET STAMPED---A27A 1948---, CEMENTED IN
 GR1511'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1512 ***********************************************************************
 GR1512  DESIGNATION -  A 27 B
 GR1512  PID         -  GR1512
 GR1512  STATE/COUNTY-  AZ/MOHAVE
 GR1512  USGS QUAD   -  BONELLI BAY (1983)
 GR1512
 GR1512                         *CURRENT SURVEY CONTROL
 GR1512  ___________________________________________________________________
 GR1512* NAD 83(1992)-  36 07 02.06516(N)    114 24 06.45422(W)     ADJUSTED  
 GR1512* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1512  ___________________________________________________________________
 GR1512  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 GR1512  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1512
 GR1512  HORZ ORDER  -  THIRD
 GR1512
 GR1512.The horizontal coordinates were established by classical geodetic methods
 GR1512.and adjusted by the National Geodetic Survey in August 1993..
 GR1512
 GR1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1512
 GR1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1512
 GR1512.The geoid height was determined by GEOID03.
 GR1512
 GR1512;                    North         East     Units Scale Factor Converg.
 GR1512;SPC AZ W     -   567,736.238   154,682.585   MT  0.99997574   -0 23 03.1
 GR1512;SPC AZ W     - 1,862,651.70    507,488.80   iFT  0.99997574   -0 23 03.1
 GR1512;SPC NV E     - 8,152,324.675   306,365.826   MT  1.00003936   +0 41 47.4
 GR1512;SPC NV E     -26,746,418.54  1,005,135.21   sFT  1.00003936   +0 41 47.4
 GR1512;UTM  11      - 4,000,078.806   733,847.803   MT  1.00027385   +1 31 55.8
 GR1512
 GR1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1512!SPC AZ W     -   0.99994652  x   0.99997574  =   0.99992226
 GR1512!SPC NV E     -   0.99994652  x   1.00003936  =   0.99998587
 GR1512!UTM  11      -   0.99994652  x   1.00027385  =   1.00022035
 GR1512
 GR1512                          SUPERSEDED SURVEY CONTROL
 GR1512
 GR1512  NAD 83(1986)-  36 07 02.05379(N)    114 24 06.44759(W) AD(       ) 3
 GR1512  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1512
 GR1512.Superseded values are not recommended for survey control.
 GR1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1512.See file dsdata.txt to determine how the superseded data were derived.
 GR1512
 GR1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3384800079(NAD 83)
 GR1512_MARKER: DS = TRIANGULATION STATION DISK
 GR1512_SETTING: 80 = SET IN A BOULDER
 GR1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1512+STABILITY: SURFACE MOTION
 GR1512
 GR1512  HISTORY     - Date     Condition        Report By
 GR1512  HISTORY     - 1948     MONUMENTED       USGS
 GR1512
 GR1512                          STATION DESCRIPTION
 GR1512
 GR1512'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1512'NOT OCCUPIED.
 GR1512'
 GR1512'LOCATED ABOUT 1.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1512'PROMINENT, LIGHT-COLORED TOP AT END OF RIDGE, ABOUT 40 FT. ABOVE
 GR1512'HIGH WATER MARK.
 GR1512'
 GR1512'STATION MARK--STANDARD TABLET STAMPED---A27B 1948---, CEMENTED IN
 GR1512'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0435 ***********************************************************************
 DU0435  DESIGNATION -  A 270
 DU0435  PID         -  DU0435
 DU0435  STATE/COUNTY-  AZ/MARICOPA
 DU0435  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0435
 DU0435                         *CURRENT SURVEY CONTROL
 DU0435  ___________________________________________________________________
 DU0435* NAD 83(1986)-  33 31 59.     (N)    111 25 27.     (W)     SCALED    
 DU0435* NAVD 88     -       509.345  (meters)    1671.08   (feet)  ADJUSTED  
 DU0435  ___________________________________________________________________
 DU0435  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DU0435  DYNAMIC HT  -         508.707 (meters)    1668.98  (feet)  COMP
 DU0435  MODELED GRAV-     979,369.3   (mgal)                       NAVD 88
 DU0435
 DU0435  VERT ORDER  -  FIRST     CLASS II
 DU0435
 DU0435.The horizontal coordinates were scaled from a topographic map and have
 DU0435.an estimated accuracy of +/- 6 seconds.
 DU0435
 DU0435.The orthometric height was determined by differential leveling
 DU0435.and adjusted by the National Geodetic Survey in June 1991..
 DU0435
 DU0435.The geoid height was determined by GEOID03.
 DU0435
 DU0435.The dynamic height is computed by dividing the NAVD 88
 DU0435.geopotential number by the normal gravity value computed on the
 DU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0435.degrees latitude (g = 980.6199 gals.).
 DU0435
 DU0435.The modeled gravity was interpolated from observed gravity values.
 DU0435
 DU0435;                    North         East    Units  Estimated Accuracy
 DU0435;SPC AZ C     -   280,980.      259,100.      MT  (+/- 180 meters Scaled)
 DU0435
 DU0435                          SUPERSEDED SURVEY CONTROL
 DU0435
 DU0435  NGVD 29 (??/??/92)  508.734  (m)         1669.07   (f) ADJ UNCH    1 2
 DU0435
 DU0435.Superseded values are not recommended for survey control.
 DU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0435.See file dsdata.txt to determine how the superseded data were derived.
 DU0435
 DU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC606104(NAD 83)
 DU0435_MARKER: DB = BENCH MARK DISK
 DU0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0435_SP_SET: ABUTMENT
 DU0435_STAMPING: A 270 1948
 DU0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0435+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0435
 DU0435  HISTORY     - Date     Condition        Report By
 DU0435  HISTORY     - 1948     MONUMENTED       CGS
 DU0435  HISTORY     - 1980     GOOD             NGS
 DU0435  HISTORY     - 20040321 GOOD             USPSQD
 DU0435  HISTORY     - 20060211 GOOD             USPSQD
 DU0435
 DU0435                          STATION DESCRIPTION
 DU0435
 DU0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0435'2.5 MI W FROM TORTILLA FLAT.
 DU0435'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0435'TORTILLA FLAT, AT THE SOUTHWEST END OF A LARGE BRIDGE OVER BOULDER
 DU0435'CREEK, 10.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET ON
 DU0435'TOP AND AT THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 0.3
 DU0435'FOOT NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND 4.4 FEET BELOW
 DU0435'THE LEVEL OF THE HIGHWAY.
 DU0435
 DU0435                          STATION RECOVERY (1980)
 DU0435
 DU0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0435'RECOVERED IN GOOD CONDITION.
 DU0435
 DU0435                          STATION RECOVERY (2004)
 DU0435
 DU0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0435'FOUND IN COOD CONDITION
 DU0435
 DU0435                          STATION RECOVERY (2006)
 DU0435
 DU0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0421 ***********************************************************************
 DV0421  DESIGNATION -  A 271
 DV0421  PID         -  DV0421
 DV0421  STATE/COUNTY-  AZ/MARICOPA
 DV0421  USGS QUAD   -  PHOENIX (1982)
 DV0421
 DV0421                         *CURRENT SURVEY CONTROL
 DV0421  ___________________________________________________________________
 DV0421* NAD 83(1986)-  33 22 45.     (N)    112 04 24.     (W)     SCALED    
 DV0421* NAVD 88     -       356.50   (+/-2cm)    1169.6    (feet)  VERTCON   
 DV0421  ___________________________________________________________________
 DV0421  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0421
 DV0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0421
 DV0421.The horizontal coordinates were scaled from a topographic map and have
 DV0421.an estimated accuracy of +/- 6 seconds.
 DV0421
 DV0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0421.The vertical order pertains to the NGVD 29 superseded value.
 DV0421
 DV0421.The geoid height was determined by GEOID03.
 DV0421
 DV0421;                    North         East    Units  Estimated Accuracy
 DV0421;SPC AZ C     -   263,810.      198,780.      MT  (+/- 180 meters Scaled)
 DV0421
 DV0421                          SUPERSEDED SURVEY CONTROL
 DV0421
 DV0421  NGVD 29 (??/??/92)  355.854  (m)         1167.50   (f) ADJ UNCH    2 0
 DV0421
 DV0421.Superseded values are not recommended for survey control.
 DV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0421.See file dsdata.txt to determine how the superseded data were derived.
 DV0421
 DV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001938(NAD 83)
 DV0421_MARKER: DB = BENCH MARK DISK
 DV0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0421_SP_SET: BRIDGE
 DV0421_STAMPING: A 271 1948
 DV0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0421
 DV0421  HISTORY     - Date     Condition        Report By
 DV0421  HISTORY     - 1948     MONUMENTED       CGS
 DV0421  HISTORY     - 1959     GOOD             NGS
 DV0421  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0421
 DV0421                          STATION DESCRIPTION
 DV0421
 DV0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0421'4.7 MI S FROM PHOENIX.
 DV0421'4.7 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0421'PHOENIX, 29.3 FEET SOUTH OF A ROAD ALONG THE BANK OF THE IRRIGATION
 DV0421'DITCH, 24.7 FEET NORTH OF A ROAD ALONG THE SOUTH BANK OF THE
 DV0421'IRRIGATION DITCH, 23.2 FEET WEST OF THE CENTER LINE OF SOUTH CENTRAL
 DV0421'AVE. SET IN THE TOP AND IN THE CENTER OF THE WEST CONCRETE HEADWALL OF
 DV0421'THE BRIDGE OVER THE IRRIGATION DITCH, ABOUT 1.0 FOOT ABOVE THE LEVEL
 DV0421'OF THE ROAD.
 DV0421
 DV0421                          STATION RECOVERY (1959)
 DV0421
 DV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0421'RECOVERED IN GOOD CONDITION.
 DV0421
 DV0421                          STATION RECOVERY (2006)
 DV0421
 DV0421'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0421'PERHAPS THE STREET AND BRIDGE HAVE BEEN WIDENED SINCE 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0422 ***********************************************************************
 DV0422  DESIGNATION -  A 271 RESET
 DV0422  PID         -  DV0422
 DV0422  STATE/COUNTY-  AZ/MARICOPA
 DV0422  USGS QUAD   -  PHOENIX (1982)
 DV0422
 DV0422                         *CURRENT SURVEY CONTROL
 DV0422  ___________________________________________________________________
 DV0422* NAD 83(1986)-  33 22 45.     (N)    112 04 24.     (W)     SCALED    
 DV0422* NAVD 88     -       355.76   (+/-2cm)    1167.2    (feet)  VERTCON   
 DV0422  ___________________________________________________________________
 DV0422  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0422
 DV0422  VERT ORDER  -  THIRD (See Below)
 DV0422
 DV0422.The horizontal coordinates were scaled from a topographic map and have
 DV0422.an estimated accuracy of +/- 6 seconds.
 DV0422
 DV0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0422.The vertical order pertains to the NGVD 29 superseded value.
 DV0422
 DV0422.The geoid height was determined by GEOID03.
 DV0422
 DV0422;                    North         East    Units  Estimated Accuracy
 DV0422;SPC AZ C     -   263,810.      198,780.      MT  (+/- 180 meters Scaled)
 DV0422
 DV0422                          SUPERSEDED SURVEY CONTROL
 DV0422
 DV0422  NGVD 29 (03/28/06)  355.11   (m)         1165.1    (f) RESET       3  
 DV0422
 DV0422.Superseded values are not recommended for survey control.
 DV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0422.See file dsdata.txt to determine how the superseded data were derived.
 DV0422
 DV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001938(NAD 83)
 DV0422_MARKER: DB = BENCH MARK DISK
 DV0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0422_SP_SET: BASIN HEADWALL
 DV0422_STAMPING: A 271 RESET 1974
 DV0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0422
 DV0422  HISTORY     - Date     Condition        Report By
 DV0422  HISTORY     - 1974     MONUMENTED       AZDT
 DV0422  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0422
 DV0422                          STATION DESCRIPTION
 DV0422
 DV0422'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 DV0422'4.7 MI S FROM PHOENIX.
 DV0422'4.7 MILES SOUTH ALONG SOUTH CENTRAL AVENUE FROM THE UNION STATION IN
 DV0422'PHOENIX.  SET IN TOP OF A CONCRETE HEADWALL FOR AN IRRIGATION BASIN.
 DV0422
 DV0422                          STATION RECOVERY (2006)
 DV0422
 DV0422'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0422'UNABLE TO LOCATE IRRIGATION BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0382 ***********************************************************************
 DV0382  DESIGNATION -  A 272
 DV0382  PID         -  DV0382
 DV0382  STATE/COUNTY-  AZ/MARICOPA
 DV0382  USGS QUAD   -  FOWLER (1982)
 DV0382
 DV0382                         *CURRENT SURVEY CONTROL
 DV0382  ___________________________________________________________________
 DV0382* NAD 83(1986)-  33 23 30.     (N)    112 08 50.     (W)     SCALED    
 DV0382* NAVD 88     -       312.83   (+/-2cm)    1026.3    (feet)  VERTCON   
 DV0382  ___________________________________________________________________
 DV0382  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV0382
 DV0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0382
 DV0382.The horizontal coordinates were scaled from a topographic map and have
 DV0382.an estimated accuracy of +/- 6 seconds.
 DV0382
 DV0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0382.The vertical order pertains to the NGVD 29 superseded value.
 DV0382
 DV0382.The geoid height was determined by GEOID03.
 DV0382
 DV0382;                    North         East    Units  Estimated Accuracy
 DV0382;SPC AZ C     -   265,210.      191,910.      MT  (+/- 180 meters Scaled)
 DV0382
 DV0382                          SUPERSEDED SURVEY CONTROL
 DV0382
 DV0382  NGVD 29 (??/??/92)  312.199  (m)         1024.27   (f) ADJ UNCH    2 0
 DV0382
 DV0382.Superseded values are not recommended for survey control.
 DV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0382.See file dsdata.txt to determine how the superseded data were derived.
 DV0382
 DV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB933952(NAD 83)
 DV0382_MARKER: DB = BENCH MARK DISK
 DV0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0382_STAMPING: A 272 1948
 DV0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0382+STABILITY: SURFACE MOTION
 DV0382
 DV0382  HISTORY     - Date     Condition        Report By
 DV0382  HISTORY     - 1948     MONUMENTED       CGS
 DV0382  HISTORY     - 1959     MARK NOT FOUND   NGS
 DV0382
 DV0382                          STATION DESCRIPTION
 DV0382
 DV0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0382'9.4 MI N FROM KOMATKE.
 DV0382'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0382'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 112 FEET SOUTH OF THE
 DV0382'CENTER LINE OF THE PAVED ROAD, 30.3 FEET WEST OF THE CENTER LINE OF
 DV0382'THE ENTRANCE ROAD, SET IN THE NORTHWEST CORNER OF THE LANDING STRIP,
 DV0382'ABOUT LEVEL WITH THE ROAD AND 2.3 FEET WEST OF A WHITE WOODEN WITNESS
 DV0382'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DV0382'GROUND.  NOTE-- MARK PRESUMED LOST DUE TO CONSTRUCTION OF IRRIGATION
 DV0382'DITCH IN IMMEDIATE VICINITY.
 DV0382
 DV0382                          STATION RECOVERY (1959)
 DV0382
 DV0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0853 ***********************************************************************
 DU0853  DESIGNATION -  A 273
 DU0853  PID         -  DU0853
 DU0853  STATE/COUNTY-  AZ/MARICOPA
 DU0853  USGS QUAD   -  TEMPE (1982)
 DU0853
 DU0853                         *CURRENT SURVEY CONTROL
 DU0853  ___________________________________________________________________
 DU0853* NAD 83(1986)-  33 22 41.     (N)    111 59 42.     (W)     SCALED    
 DU0853* NAVD 88     -       371.76   (+/-2cm)    1219.7    (feet)  VERTCON   
 DU0853  ___________________________________________________________________
 DU0853  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0853
 DU0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0853
 DU0853.The horizontal coordinates were scaled from a topographic map and have
 DU0853.an estimated accuracy of +/- 6 seconds.
 DU0853
 DU0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0853.The vertical order pertains to the NGVD 29 superseded value.
 DU0853
 DU0853.The geoid height was determined by GEOID03.
 DU0853
 DU0853;                    North         East    Units  Estimated Accuracy
 DU0853;SPC AZ C     -   263,680.      206,070.      MT  (+/- 180 meters Scaled)
 DU0853
 DU0853                          SUPERSEDED SURVEY CONTROL
 DU0853
 DU0853  NGVD 29 (??/??/92)  371.124  (m)         1217.60   (f) ADJ UNCH    2 0
 DU0853
 DU0853.Superseded values are not recommended for survey control.
 DU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0853.See file dsdata.txt to determine how the superseded data were derived.
 DU0853
 DU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB074936(NAD 83)
 DU0853_MARKER: DB = BENCH MARK DISK
 DU0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0853_SP_SET: BRIDGE
 DU0853_STAMPING: A 273 1948
 DU0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0853
 DU0853  HISTORY     - Date     Condition        Report By
 DU0853  HISTORY     - 1948     MONUMENTED       CGS
 DU0853
 DU0853                          STATION DESCRIPTION
 DU0853
 DU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0853'2.9 MI W FROM PETERSON.
 DU0853'2.9 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 13.6 FEET NORTH OF
 DU0853'THE CENTER LINE OF BASELINE, 8.8 FEET WEST OF THE CENTER LINE OF THE
 DU0853'IRRIGATION DITCH, 3.3 FEET EAST OF THE WEST END OF THE HEADWALL, SET
 DU0853'ON THE TOP AND IN THE WEST END OF NORTH CONCRETE HEADWALL OF THE
 DU0853'BRIDGE OVER THE IRRIGATION DITCH, 1.0 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0325 ***********************************************************************
 DV0325  DESIGNATION -  A 274
 DV0325  PID         -  DV0325
 DV0325  STATE/COUNTY-  AZ/PINAL
 DV0325  USGS QUAD   -  MARICOPA (1978)
 DV0325
 DV0325                         *CURRENT SURVEY CONTROL
 DV0325  ___________________________________________________________________
 DV0325* NAD 83(1986)-  33 04 46.     (N)    112 07 21.     (W)     SCALED    
 DV0325* NAVD 88     -       359.016  (meters)    1177.87   (feet)  ADJUSTED  
 DV0325  ___________________________________________________________________
 DV0325  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0325  DYNAMIC HT  -         358.585 (meters)    1176.46  (feet)  COMP
 DV0325  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 DV0325  OBS GRAVITY -     979,427.7   (mgal)                       GRAV_OBS
 DV0325
 DV0325  VERT ORDER  -  FIRST     CLASS II
 DV0325
 DV0325.The horizontal coordinates were scaled from a topographic map and have
 DV0325.an estimated accuracy of +/- 6 seconds.
 DV0325
 DV0325.The orthometric height was determined by differential leveling
 DV0325.and adjusted by the National Geodetic Survey in June 1991..
 DV0325
 DV0325.The geoid height was determined by GEOID03.
 DV0325
 DV0325.The dynamic height is computed by dividing the NAVD 88
 DV0325.geopotential number by the normal gravity value computed on the
 DV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0325.degrees latitude (g = 980.6199 gals.).
 DV0325
 DV0325.The modeled gravity was interpolated from observed gravity values.
 DV0325.The observed gravity was obtained from relative gravimeter ties
 DV0325.to the IGSN71 gravity network.
 DV0325
 DV0325;                    North         East    Units  Estimated Accuracy
 DV0325;SPC AZ C     -   230,580.      194,140.      MT  (+/- 180 meters Scaled)
 DV0325
 DV0325                          SUPERSEDED SURVEY CONTROL
 DV0325
 DV0325  NGVD 29 (??/??/92)  359.393  (m)         1179.11   (f) ADJ UNCH    1 2
 DV0325
 DV0325.Superseded values are not recommended for survey control.
 DV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0325.See file dsdata.txt to determine how the superseded data were derived.
 DV0325
 DV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB952606(NAD 83)
 DV0325_MARKER: DB = BENCH MARK DISK
 DV0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0325_SP_SET: BRIDGE
 DV0325_STAMPING: A 274 1948
 DV0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0325
 DV0325  HISTORY     - Date     Condition        Report By
 DV0325  HISTORY     - 1948     MONUMENTED       CGS
 DV0325  HISTORY     - 1967     GOOD             NGS
 DV0325  HISTORY     - 1980     GOOD             NGS
 DV0325  HISTORY     - 1980     GOOD             NGS
 DV0325
 DV0325                          STATION DESCRIPTION
 DV0325
 DV0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0325'4.8 MI W FROM MARICOPA.
 DV0325'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0325'MARICOPA, THENCE 4.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0325'IN S 14, T 4 S, R 2 E, 5 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DV0325'TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 DV0325'HEAD WALL OF RAILROAD BRIDGE NUMBER 893.10, 66 FEET SOUTHEAST OF THE
 DV0325'3RD TELEPHONE POLE EAST OF MILEPOST 893, AND ABOUT 1 FOOT BELOW THE
 DV0325'LEVEL OF THE TRACKS.
 DV0325
 DV0325                          STATION RECOVERY (1980)
 DV0325
 DV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0325'RECOVERED IN GOOD CONDITION.
 DV0325
 DV0325                          STATION RECOVERY (1980)
 DV0325
 DV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0831 ***********************************************************************
 DU0831  DESIGNATION -  A 276
 DU0831  PID         -  DU0831
 DU0831  STATE/COUNTY-  AZ/PINAL
 DU0831  USGS QUAD   -  SACATON (1981)
 DU0831
 DU0831                         *CURRENT SURVEY CONTROL
 DU0831  ___________________________________________________________________
 DU0831* NAD 83(1986)-  33 04 51.     (N)    111 44 42.     (W)     SCALED    
 DU0831* NAVD 88     -       391.77   (+/-2cm)    1285.3    (feet)  VERTCON   
 DU0831  ___________________________________________________________________
 DU0831  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU0831
 DU0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0831
 DU0831.The horizontal coordinates were scaled from a topographic map and have
 DU0831.an estimated accuracy of +/- 6 seconds.
 DU0831
 DU0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0831.The vertical order pertains to the NGVD 29 superseded value.
 DU0831
 DU0831.The geoid height was determined by GEOID03.
 DU0831
 DU0831;                    North         East    Units  Estimated Accuracy
 DU0831;SPC AZ C     -   230,730.      229,390.      MT  (+/- 180 meters Scaled)
 DU0831
 DU0831                          SUPERSEDED SURVEY CONTROL
 DU0831
 DU0831  NGVD 29 (??/??/92)  391.280  (m)         1283.72   (f) ADJ UNCH    2 0
 DU0831
 DU0831.Superseded values are not recommended for survey control.
 DU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0831.See file dsdata.txt to determine how the superseded data were derived.
 DU0831
 DU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB304604(NAD 83)
 DU0831_MARKER: DB = BENCH MARK DISK
 DU0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0831_STAMPING: A 276 1948
 DU0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0831+STABILITY: SURFACE MOTION
 DU0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0831+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU0831
 DU0831  HISTORY     - Date     Condition        Report By
 DU0831  HISTORY     - 1948     MONUMENTED       CGS
 DU0831  HISTORY     - 1959     GOOD             NGS
 DU0831  HISTORY     - 20060910 GOOD             GEOCAC
 DU0831
 DU0831                          STATION DESCRIPTION
 DU0831
 DU0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0831'IN SACATON.
 DU0831'207 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57.4 FEET
 DU0831'SOUTHWEST OF THE CENTER LINE OF THE ROAD TO CASA BLANCA, 3.6 FEET
 DU0831'NORTHWEST OF THE MATHEW B. JUAN MEMORIAL, IN A TRIANGLE FORMED BY THE
 DU0831'ROADS, 3.0 FEET ABOVE THE LEVEL OF THE ROAD, 2.5 FEET SOUTHEAST OF A
 DU0831'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0831'PROJECTING 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU0831
 DU0831                          STATION RECOVERY (1959)
 DU0831
 DU0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0831'RECOVERED IN GOOD CONDITION.
 DU0831
 DU0831                          STATION RECOVERY (2006)
 DU0831
 DU0831'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0730 ***********************************************************************
 DU0730  DESIGNATION -  A 277
 DU0730  PID         -  DU0730
 DU0730  STATE/COUNTY-  AZ/MARICOPA
 DU0730  USGS QUAD   -  CHANDLER (1981)
 DU0730
 DU0730                         *CURRENT SURVEY CONTROL
 DU0730  ___________________________________________________________________
 DU0730* NAD 83(1986)-  33 16 22.     (N)    111 48 54.     (W)     SCALED    
 DU0730* NAVD 88     -       375.48   (+/-2cm)    1231.9    (feet)  VERTCON   
 DU0730  ___________________________________________________________________
 DU0730  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0730
 DU0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0730
 DU0730.This mark is at Chandler Municipal Airport (CHD)
 DU0730
 DU0730.The horizontal coordinates were scaled from a topographic map and have
 DU0730.an estimated accuracy of +/- 6 seconds.
 DU0730
 DU0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0730.The vertical order pertains to the NGVD 29 superseded value.
 DU0730
 DU0730.The geoid height was determined by GEOID03.
 DU0730
 DU0730;                    North         East    Units  Estimated Accuracy
 DU0730;SPC AZ C     -   252,010.      222,830.      MT  (+/- 180 meters Scaled)
 DU0730
 DU0730                          SUPERSEDED SURVEY CONTROL
 DU0730
 DU0730  NGVD 29 (??/??/92)  374.968  (m)         1230.21   (f) ADJ UNCH    2 0
 DU0730
 DU0730.Superseded values are not recommended for survey control.
 DU0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0730.See file dsdata.txt to determine how the superseded data were derived.
 DU0730
 DU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241818(NAD 83)
 DU0730_MARKER: DB = BENCH MARK DISK
 DU0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0730_STAMPING: A 277 1948
 DU0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0730+STABILITY: SURFACE MOTION
 DU0730
 DU0730  HISTORY     - Date     Condition        Report By
 DU0730  HISTORY     - 1948     MONUMENTED       CGS
 DU0730
 DU0730                          STATION DESCRIPTION
 DU0730
 DU0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0730'6.0 MI SE FROM CHANDLER.
 DU0730'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0730'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0730'THE CHANDLER MUNICIPAL AIRPORT, 271 FEET SOUTH OF THE WIRE FENCE AT
 DU0730'THE NORTH SIDE OF THE FIELD, 2.2 FEET EAST OF THE WIRE FENCE AT THE
 DU0730'WEST SIDE OF THE FIELD, 2.7 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DU0730'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DU0730'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0731 ***********************************************************************
 DU0731  DESIGNATION -  A 277 RESET
 DU0731  PID         -  DU0731
 DU0731  STATE/COUNTY-  AZ/MARICOPA
 DU0731  USGS QUAD   -  CHANDLER (1981)
 DU0731
 DU0731                         *CURRENT SURVEY CONTROL
 DU0731  ___________________________________________________________________
 DU0731* NAD 83(1986)-  33 16 22.     (N)    111 48 54.     (W)     SCALED    
 DU0731* NAVD 88     -       375.42   (+/-2cm)    1231.7    (feet)  VERTCON   
 DU0731  ___________________________________________________________________
 DU0731  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0731
 DU0731  VERT ORDER  -  THIRD (See Below)
 DU0731
 DU0731.This mark is at Chandler Municipal Airport (CHD)
 DU0731
 DU0731.The horizontal coordinates were scaled from a topographic map and have
 DU0731.an estimated accuracy of +/- 6 seconds.
 DU0731
 DU0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0731.The vertical order pertains to the NGVD 29 superseded value.
 DU0731
 DU0731.The geoid height was determined by GEOID03.
 DU0731
 DU0731;                    North         East    Units  Estimated Accuracy
 DU0731;SPC AZ C     -   252,010.      222,830.      MT  (+/- 180 meters Scaled)
 DU0731
 DU0731                          SUPERSEDED SURVEY CONTROL
 DU0731
 DU0731  NGVD 29 (??/??/??)  374.90   (m)         1230.0    (f) RESET       3  
 DU0731
 DU0731.Superseded values are not recommended for survey control.
 DU0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0731.See file dsdata.txt to determine how the superseded data were derived.
 DU0731
 DU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241818(NAD 83)
 DU0731_MARKER: DB = BENCH MARK DISK
 DU0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0731_STAMPING: A 277 RESET 1961
 DU0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0731+STABILITY: SURFACE MOTION
 DU0731
 DU0731  HISTORY     - Date     Condition        Report By
 DU0731  HISTORY     - 1961     MONUMENTED       LOCSUR
 DU0731  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0731
 DU0731                          STATION DESCRIPTION
 DU0731
 DU0731'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 DU0731'3.8 MI S FROM CHANDLER.
 DU0731'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0731'STATION AT CHANDLER, MARICOPA COUNTY, THENCE 1.7 MILES EAST ALONG A
 DU0731'ROAD, AND THENCE 0.5 MILE SOUTH.  AT CHANDLER MUNICIPAL AIRPORT, AND
 DU0731'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 DU0731'DISK SET IS 275.0 FEET SOUTH AND 75.0 FEET EAST OF THE NORTHWEST
 DU0731'CORNER OF THE S 1/2 NE 1/4 SECTION 11, T.2 S., R.5 E., G AND SRB AND
 DU0731'M, MARICOPA COUNTY, ARIZONA AND FROM WHICH AN EAST-WEST 4 STRAND
 DU0731'BARBED WIRE FENCE BEARS SOUTH 133.1 FEET AND ALSO FROM SAID DISK IS A
 DU0731'POWER POLE WHICH BEARS S. 71 DEG W. 85.7 FEET.  SET 4X4 WOOD POST 4.0
 DU0731'FT. EAST OF STANDARD DISK SET.  POST PAINTED WHITE AND PROJECTING 2.0
 DU0731'FT. ABOVE GROUND.
 DU0731
 DU0731                          STATION RECOVERY (1979)
 DU0731
 DU0731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0731'A NEW CHAIN-LINK FENCE AND ROAD HAVE BEEN BUILT AT THE MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0995 ***********************************************************************
 CZ0995  DESIGNATION -  A 278
 CZ0995  PID         -  CZ0995
 CZ0995  STATE/COUNTY-  AZ/PINAL
 CZ0995  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0995
 CZ0995                         *CURRENT SURVEY CONTROL
 CZ0995  ___________________________________________________________________
 CZ0995* NAD 83(1986)-  32 52 47.     (N)    111 45 43.     (W)     SCALED    
 CZ0995* NAVD 88     -       424.539  (meters)    1392.84   (feet)  ADJUSTED  
 CZ0995  ___________________________________________________________________
 CZ0995  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ0995  DYNAMIC HT  -         424.020 (meters)    1391.14  (feet)  COMP
 CZ0995  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 CZ0995  OBS GRAVITY -     979,404.2   (mgal)                       GRAV_OBS
 CZ0995
 CZ0995  VERT ORDER  -  FIRST     CLASS II
 CZ0995
 CZ0995.The horizontal coordinates were scaled from a topographic map and have
 CZ0995.an estimated accuracy of +/- 6 seconds.
 CZ0995
 CZ0995.The orthometric height was determined by differential leveling
 CZ0995.and adjusted by the National Geodetic Survey in June 1991..
 CZ0995
 CZ0995.The geoid height was determined by GEOID03.
 CZ0995
 CZ0995.The dynamic height is computed by dividing the NAVD 88
 CZ0995.geopotential number by the normal gravity value computed on the
 CZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0995.degrees latitude (g = 980.6199 gals.).
 CZ0995
 CZ0995.The modeled gravity was interpolated from observed gravity values.
 CZ0995.The observed gravity was obtained from relative gravimeter ties
 CZ0995.to the IGSN71 gravity network.
 CZ0995
 CZ0995;                    North         East    Units  Estimated Accuracy
 CZ0995;SPC AZ C     -   208,420.      227,840.      MT  (+/- 180 meters Scaled)
 CZ0995
 CZ0995                          SUPERSEDED SURVEY CONTROL
 CZ0995
 CZ0995  NGVD 29 (??/??/92)  423.929  (m)         1390.84   (f) ADJ UNCH    1 2
 CZ0995
 CZ0995.Superseded values are not recommended for survey control.
 CZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0995.See file dsdata.txt to determine how the superseded data were derived.
 CZ0995
 CZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB287382(NAD 83)
 CZ0995_MARKER: DB = BENCH MARK DISK
 CZ0995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0995_SP_SET: HEADWALL
 CZ0995_STAMPING: A 278 1948
 CZ0995_MARK LOGO: CGS   
 CZ0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0995+STABILITY: SURFACE MOTION
 CZ0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0995+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CZ0995
 CZ0995  HISTORY     - Date     Condition        Report By
 CZ0995  HISTORY     - 1948     MONUMENTED       CGS
 CZ0995  HISTORY     - 1967     GOOD             NGS
 CZ0995  HISTORY     - 1980     GOOD             NGS
 CZ0995  HISTORY     - 1980     GOOD             NGS
 CZ0995  HISTORY     - 1984     GOOD             NGS
 CZ0995  HISTORY     - 19911205 GOOD             NGS
 CZ0995  HISTORY     - 20030408 GOOD             NGS
 CZ0995
 CZ0995                          STATION DESCRIPTION
 CZ0995
 CZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0995'0.5 MI NW FROM CASA GRANDE.
 CZ0995'ABOUT 0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0995'STATION AT CASA GRANDE, IN S 19, T 6 S, R 6 E, AT THE STATE HIGHWAY 84
 CZ0995'UNDERPASS FOR THE RAILROAD, 12 1/2 POLES SOUTHEAST OF MILEPOST 918, 30
 CZ0995'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 15 FEET
 CZ0995'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACK, SET IN THE TOP AND
 CZ0995'30 FEET NORTH OF THE SOUTH END OF THE CONCRETE FOOTING FOR THE
 CZ0995'SOUTHWEST GUARD RAIL LOCATED ON THE OVERPASS, DIRECTLY OVER THE CENTER
 CZ0995'LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT
 CZ0995'BELOW THE LEVEL OF THE TRACKS.
 CZ0995
 CZ0995                          STATION RECOVERY (1980)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1980)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1984)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1991)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0995'IN CASA GRANDE, AT THE INTERSECTION OF STATE HIGHWAY 84 AND THE
 CZ0995'SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 4.6 M (15.1 FT) SOUTHEAST OF
 CZ0995'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE RAILROAD
 CZ0995'OVERPASS OF THE HIGHWAY, 4.8 M (15.7 FT) SOUTHWEST OF THE NEAR RAIL
 CZ0995'OF A SIDE TRACK, 0.5 M (1.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CZ0995'EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CZ0995'TRACK, AND 0.3 M (1.0 FT) NORTHEAST OF THE BRIDGE RAILING.
 CZ0995
 CZ0995                          STATION RECOVERY (2003)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0034 ***********************************************************************
 ET0034  DESIGNATION -  A 28
 ET0034  PID         -  ET0034
 ET0034  STATE/COUNTY-  AZ/YAVAPAI
 ET0034  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0034
 ET0034                         *CURRENT SURVEY CONTROL
 ET0034  ___________________________________________________________________
 ET0034* NAD 83(1986)-  34 43 59.     (N)    112 25 04.     (W)     SCALED    
 ET0034* NAVD 88     -      1467.225  (meters)    4813.72   (feet)  POSTED    
 ET0034  ___________________________________________________________________
 ET0034  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0034  DYNAMIC HT  -        1465.290 (meters)    4807.37  (feet)  COMP
 ET0034  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 ET0034
 ET0034  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0034
 ET0034.The horizontal coordinates were scaled from a topographic map and have
 ET0034.an estimated accuracy of +/- 6 seconds.
 ET0034
 ET0034.The orthometric height was determined by differential leveling
 ET0034.and adjusted by the National Geodetic Survey in November 2005..
 ET0034
 ET0034.The geoid height was determined by GEOID03.
 ET0034
 ET0034.The dynamic height is computed by dividing the NAVD 88
 ET0034.geopotential number by the normal gravity value computed on the
 ET0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0034.degrees latitude (g = 980.6199 gals.).
 ET0034
 ET0034.The modeled gravity was interpolated from observed gravity values.
 ET0034
 ET0034;                    North         East    Units  Estimated Accuracy
 ET0034;SPC AZ C     -   414,080.      167,470.      MT  (+/- 180 meters Scaled)
 ET0034
 ET0034                          SUPERSEDED SURVEY CONTROL
 ET0034
 ET0034  NGVD 29 (??/??/92) 1466.441  (m)         4811.15   (f) ADJ UNCH    1 2
 ET0034
 ET0034.Superseded values are not recommended for survey control.
 ET0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0034.See file dsdata.txt to determine how the superseded data were derived.
 ET0034
 ET0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD702443(NAD 83)
 ET0034_MARKER: DB = BENCH MARK DISK
 ET0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0034_STAMPING: 4811.148 A 28 1933
 ET0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0034+STABILITY: SURFACE MOTION
 ET0034
 ET0034  HISTORY     - Date     Condition        Report By
 ET0034  HISTORY     - 1933     MONUMENTED       CGS
 ET0034  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0034
 ET0034                          STATION DESCRIPTION
 ET0034
 ET0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0034'15.8 MI N FROM PRESCOTT.
 ET0034'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 2.6 MILES NORTH OF
 ET0034'GRANITE SIDING, 120 FEET WEST OF MILEPOST 42, 85 FEET WEST OF RAILROAD
 ET0034'CENTER-LINE.
 ET0034
 ET0034                          STATION RECOVERY (1997)
 ET0034
 ET0034'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1513 ***********************************************************************
 GR1513  DESIGNATION -  A 28
 GR1513  PID         -  GR1513
 GR1513  STATE/COUNTY-  AZ/MOHAVE
 GR1513  USGS QUAD   -  BONELLI BAY (1983)
 GR1513
 GR1513                         *CURRENT SURVEY CONTROL
 GR1513  ___________________________________________________________________
 GR1513* NAD 83(1992)-  36 06 32.51718(N)    114 23 10.68589(W)     ADJUSTED  
 GR1513* NAVD 88     -       464.6    (meters)    1524.     (feet)  VERTCON   
 GR1513  ___________________________________________________________________
 GR1513  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 GR1513  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1513
 GR1513  HORZ ORDER  -  THIRD
 GR1513
 GR1513.The horizontal coordinates were established by classical geodetic methods
 GR1513.and adjusted by the National Geodetic Survey in August 1993..
 GR1513
 GR1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1513
 GR1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1513
 GR1513.The geoid height was determined by GEOID03.
 GR1513
 GR1513;                    North         East     Units Scale Factor Converg.
 GR1513;SPC AZ W     -   566,816.298   156,071.231   MT  0.99997376   -0 22 30.0
 GR1513;SPC AZ W     - 1,859,633.52    512,044.72   iFT  0.99997376   -0 22 30.0
 GR1513;SPC NV E     - 8,151,431.027   307,771.669   MT  1.00004307   +0 42 19.8
 GR1513;SPC NV E     -26,743,486.63  1,009,747.55   sFT  1.00004307   +0 42 19.8
 GR1513;UTM  11      - 3,999,205.548   735,266.864   MT  1.00028206   +1 32 27.7
 GR1513
 GR1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1513!SPC AZ W     -   0.99993145  x   0.99997376  =   0.99990521
 GR1513!SPC NV E     -   0.99993145  x   1.00004307  =   0.99997451
 GR1513!UTM  11      -   0.99993145  x   1.00028206  =   1.00021349
 GR1513
 GR1513:                Primary Azimuth Mark                     Grid Az
 GR1513:SPC AZ W     -  A 29                                     017 31 32.0
 GR1513:SPC NV E     -  A 29                                     016 26 42.2
 GR1513:UTM  11      -  A 29                                     015 36 34.3
 GR1513
 GR1513|---------------------------------------------------------------------|
 GR1513| PID    Reference Object                     Distance      Geod. Az  |
 GR1513|                                                           dddmmss.s |
 GR1513| GR1514 A 29                                APPROX. 2.3 KM 0170902.0 |
 GR1513|---------------------------------------------------------------------|
 GR1513
 GR1513                          SUPERSEDED SURVEY CONTROL
 GR1513
 GR1513  NAD 83(1986)-  36 06 32.50611(N)    114 23 10.67901(W) AD(       ) 3
 GR1513  NGVD 29 (06/27/88)  464.0    (m)         1522.     (f) VERT ANG       
 GR1513
 GR1513.Superseded values are not recommended for survey control.
 GR1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1513.See file dsdata.txt to determine how the superseded data were derived.
 GR1513
 GR1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3526799206(NAD 83)
 GR1513_MARKER: DS = TRIANGULATION STATION DISK
 GR1513_SETTING: 80 = SET IN A BOULDER
 GR1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1513+STABILITY: SURFACE MOTION
 GR1513
 GR1513  HISTORY     - Date     Condition        Report By
 GR1513  HISTORY     - 1948     MONUMENTED       USGS
 GR1513
 GR1513                          STATION DESCRIPTION
 GR1513
 GR1513'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1513'LOCATED ABOUT 1.8 MI S. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1513'HIGHEST POINT OF NW.-SE. RIDGE WHICH IS HIGHEST POINT IN 1.5 MI
 GR1513'RADIUS.
 GR1513'
 GR1513'TO REACH NOT GIVEN.
 GR1513'
 GR1513'STATION MARK--STANDARD TABLET STAMPED---A28 1948---, CEMENTED IN
 GR1513'TOP OF ROCK SET IN PLACE FLUSH WITH SURFACE.
 GR1513'
 GR1513'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0346 ***********************************************************************
 DV0346  DESIGNATION -  A 280
 DV0346  PID         -  DV0346
 DV0346  STATE/COUNTY-  AZ/MARICOPA
 DV0346  USGS QUAD   -  MOBILE (1978)
 DV0346
 DV0346                         *CURRENT SURVEY CONTROL
 DV0346  ___________________________________________________________________
 DV0346* NAD 83(1986)-  33 02 08.     (N)    112 17 04.     (W)     SCALED    
 DV0346* NAVD 88     -       417.84   (+/-2cm)    1370.9    (feet)  VERTCON   
 DV0346  ___________________________________________________________________
 DV0346  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV0346
 DV0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0346
 DV0346.The horizontal coordinates were scaled from a topographic map and have
 DV0346.an estimated accuracy of +/- 6 seconds.
 DV0346
 DV0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0346.The vertical order pertains to the NGVD 29 superseded value.
 DV0346
 DV0346.The geoid height was determined by GEOID03.
 DV0346
 DV0346;                    North         East    Units  Estimated Accuracy
 DV0346;SPC AZ C     -   225,760.      179,010.      MT  (+/- 180 meters Scaled)
 DV0346
 DV0346                          SUPERSEDED SURVEY CONTROL
 DV0346
 DV0346  NGVD 29 (??/??/92)  417.220  (m)         1368.83   (f) ADJ UNCH    1 2
 DV0346
 DV0346.Superseded values are not recommended for survey control.
 DV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0346.See file dsdata.txt to determine how the superseded data were derived.
 DV0346
 DV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB800559(NAD 83)
 DV0346_MARKER: DB = BENCH MARK DISK
 DV0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0346_STAMPING: A 280 1948
 DV0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0346+STABILITY: SURFACE MOTION
 DV0346
 DV0346  HISTORY     - Date     Condition        Report By
 DV0346  HISTORY     - 1948     MONUMENTED       CGS
 DV0346  HISTORY     - 19941202 GOOD             USPSQD
 DV0346
 DV0346                          STATION DESCRIPTION
 DV0346
 DV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0346'2.0 MI S FROM MOBILE.
 DV0346'2.0 MILES SOUTH ALONG A ROAD LEADING TO THE BELLA LOMA SERVICE STATION
 DV0346'FROM MOBILE, ABOUT 0.2 MILE NORTH OF AN OLD HOMESTEAD HOUSE, 24 FEET
 DV0346'EAST OF THE CENTER LINE OF THE ROAD, AND 1.5 FEET ABOVE THE SURFACE OF
 DV0346'THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 DV0346
 DV0346                          STATION RECOVERY (1994)
 DV0346
 DV0346'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1224 ***********************************************************************
 DV1224  DESIGNATION -  A 281
 DV1224  PID         -  DV1224
 DV1224  STATE/COUNTY-  AZ/LA PAZ
 DV1224  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1224
 DV1224                         *CURRENT SURVEY CONTROL
 DV1224  ___________________________________________________________________
 DV1224* NAD 83(1986)-  33 59 03.     (N)    113 59 20.     (W)     SCALED    
 DV1224* NAVD 88     -       319.67   (+/-2cm)    1048.8    (feet)  VERTCON   
 DV1224  ___________________________________________________________________
 DV1224  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1224
 DV1224  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1224
 DV1224.The horizontal coordinates were scaled from a topographic map and have
 DV1224.an estimated accuracy of +/- 6 seconds.
 DV1224
 DV1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1224.The vertical order pertains to the NGVD 29 superseded value.
 DV1224
 DV1224.The geoid height was determined by GEOID03.
 DV1224
 DV1224;                    North         East    Units  Estimated Accuracy
 DV1224;SPC AZ W     -   330,940.      191,290.      MT  (+/- 180 meters Scaled)
 DV1224
 DV1224                          SUPERSEDED SURVEY CONTROL
 DV1224
 DV1224  NGVD 29 (??/??/92)  319.037  (m)         1046.71   (f) ADJ UNCH    1 2
 DV1224
 DV1224.Superseded values are not recommended for survey control.
 DV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1224.See file dsdata.txt to determine how the superseded data were derived.
 DV1224
 DV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC238644(NAD 83)
 DV1224_MARKER: DB = BENCH MARK DISK
 DV1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1224_STAMPING: A 281 1948
 DV1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1224+STABILITY: SURFACE MOTION
 DV1224
 DV1224  HISTORY     - Date     Condition        Report By
 DV1224  HISTORY     - 1948     MONUMENTED       CGS
 DV1224  HISTORY     - 1955     GOOD             NGS
 DV1224
 DV1224                          STATION DESCRIPTION
 DV1224
 DV1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1224'4.3 MI NE FROM BOUSE.
 DV1224'4.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DV1224'AT BOUSE, 47 FEET NORTHEAST OF THE CENTER LINE OF A DRY WASH, 39 FEET
 DV1224'WEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF A WHITE WOODEN
 DV1224'WITNESS POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN
 DV1224'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DV1224
 DV1224                          STATION RECOVERY (1955)
 DV1224
 DV1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DV1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0701 ***********************************************************************
 DU0701  DESIGNATION -  A 282
 DU0701  PID         -  DU0701
 DU0701  STATE/COUNTY-  AZ/MARICOPA
 DU0701  USGS QUAD   -  HIGLEY (1981)
 DU0701
 DU0701                         *CURRENT SURVEY CONTROL
 DU0701  ___________________________________________________________________
 DU0701* NAD 83(1986)-  33 21 52.     (N)    111 40 13.     (W)     SCALED    
 DU0701* NAVD 88     -       414.30   (+/-2cm)    1359.2    (feet)  VERTCON   
 DU0701  ___________________________________________________________________
 DU0701  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0701
 DU0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0701
 DU0701.The horizontal coordinates were scaled from a topographic map and have
 DU0701.an estimated accuracy of +/- 6 seconds.
 DU0701
 DU0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0701.The vertical order pertains to the NGVD 29 superseded value.
 DU0701
 DU0701.The geoid height was determined by GEOID03.
 DU0701
 DU0701;                    North         East    Units  Estimated Accuracy
 DU0701;SPC AZ C     -   262,190.      236,290.      MT  (+/- 180 meters Scaled)
 DU0701
 DU0701                          SUPERSEDED SURVEY CONTROL
 DU0701
 DU0701  NGVD 29 (??/??/92)  413.781  (m)         1357.55   (f) ADJ UNCH    1 2
 DU0701
 DU0701.Superseded values are not recommended for survey control.
 DU0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0701.See file dsdata.txt to determine how the superseded data were derived.
 DU0701
 DU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376918(NAD 83)
 DU0701_MARKER: DB = BENCH MARK DISK
 DU0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0701_STAMPING: A 282 1948
 DU0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0701+STABILITY: SURFACE MOTION
 DU0701
 DU0701  HISTORY     - Date     Condition        Report By
 DU0701  HISTORY     - 1948     MONUMENTED       CGS
 DU0701  HISTORY     - 1967     GOOD             NGS
 DU0701  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0701
 DU0701                          STATION DESCRIPTION
 DU0701
 DU0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0701'5.4 MI SE FROM BUCKHORN.
 DU0701'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0701'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0701'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, THENCE 1.0 MILE SOUTH ALONG
 DU0701'SOSSAMAN ROAD, IN S 8, T 1 S, R 7 E, 64 FEET SOUTHEAST OF THE CENTER
 DU0701'OF THE JUNCTION OF SOSSAMAN AND GUADALUPE ROADS, 42 FEET EAST OF THE
 DU0701'CENTER LINE OF SOSSAMAN ROAD, 48 FEET SOUTH OF THE EXTENDED CENTER
 DU0701'LINE OF GUADALUPE ROAD, 31 FEET SOUTH OF POWER POLE NUMBER 76, 1 FOOT
 DU0701'WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DU0701'WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 DU0701'THE GROUND.
 DU0701
 DU0701                          STATION RECOVERY (1992)
 DU0701
 DU0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1060 ***********************************************************************
 CZ1060  DESIGNATION -  A 284
 CZ1060  PID         -  CZ1060
 CZ1060  STATE/COUNTY-  AZ/PINAL
 CZ1060  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1060
 CZ1060                         *CURRENT SURVEY CONTROL
 CZ1060  ___________________________________________________________________
 CZ1060* NAD 83(1986)-  32 43 54.     (N)    111 30 40.     (W)     SCALED    
 CZ1060* NAVD 88     -       483.971  (meters)    1587.83   (feet)  ADJUSTED  
 CZ1060  ___________________________________________________________________
 CZ1060  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1060  DYNAMIC HT  -         483.356 (meters)    1585.81  (feet)  COMP
 CZ1060  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CZ1060
 CZ1060  VERT ORDER  -  FIRST     CLASS II
 CZ1060
 CZ1060.The horizontal coordinates were scaled from a topographic map and have
 CZ1060.an estimated accuracy of +/- 6 seconds.
 CZ1060
 CZ1060.The orthometric height was determined by differential leveling
 CZ1060.and adjusted by the National Geodetic Survey in November 1993..
 CZ1060
 CZ1060.The geoid height was determined by GEOID03.
 CZ1060
 CZ1060.The dynamic height is computed by dividing the NAVD 88
 CZ1060.geopotential number by the normal gravity value computed on the
 CZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1060.degrees latitude (g = 980.6199 gals.).
 CZ1060
 CZ1060.The modeled gravity was interpolated from observed gravity values.
 CZ1060
 CZ1060;                    North         East    Units  Estimated Accuracy
 CZ1060;SPC AZ C     -   192,070.      251,370.      MT  (+/- 180 meters Scaled)
 CZ1060
 CZ1060                          SUPERSEDED SURVEY CONTROL
 CZ1060
 CZ1060  NGVD 29 (??/??/92)  485.137  (m)         1591.65   (f) ADJ UNCH    1 2
 CZ1060
 CZ1060.Superseded values are not recommended for survey control.
 CZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1060.See file dsdata.txt to determine how the superseded data were derived.
 CZ1060
 CZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521216(NAD 83)
 CZ1060_MARKER: DB = BENCH MARK DISK
 CZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1060_SP_SET: CONCRETE POST
 CZ1060_STAMPING: A 284 1949
 CZ1060_MARK LOGO: CGS   
 CZ1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1060+STABILITY: SURFACE MOTION
 CZ1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1060+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ1060
 CZ1060  HISTORY     - Date     Condition        Report By
 CZ1060  HISTORY     - 1949     MONUMENTED       CGS
 CZ1060  HISTORY     - 1971     GOOD             NGS
 CZ1060  HISTORY     - 19920103 GOOD             NGS
 CZ1060
 CZ1060                          STATION DESCRIPTION
 CZ1060
 CZ1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1060'1.7 MI NW FROM PICACHO.
 CZ1060'1.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CZ1060'AT PICACHO, 0.15 MILE SOUTH OF AN EAST-WEST PAVED ROAD CROSSING, 41
 CZ1060'FEET WEST OF THE WEST RAIL, 2.2 FEET SOUTH OF A TELEPHONE POLE, 1.5
 CZ1060'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, ABOUT 6 FEET
 CZ1060'LOWER THAN THE TRACKS AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CZ1060'MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND SURFACE.
 CZ1060
 CZ1060                          STATION RECOVERY (1992)
 CZ1060
 CZ1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1060'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1060'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1060'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1060'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 0.3 KM (0.20 MI)
 CZ1060'SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 12.6 M (41.3 FT) WEST
 CZ1060'OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M
 CZ1060'(2.3 FT) SOUTH OF RAILROAD MILEPOST 979, 0.4 M (1.3 FT) NORTH OF A
 CZ1060'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 CZ1060'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0297 ***********************************************************************
 DV0297  DESIGNATION -  A 285
 DV0297  PID         -  DV0297
 DV0297  STATE/COUNTY-  AZ/MARICOPA
 DV0297  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0297
 DV0297                         *CURRENT SURVEY CONTROL
 DV0297  ___________________________________________________________________
 DV0297* NAD 83(1986)-  33 00 22.     (N)    112 24 27.     (W)     SCALED    
 DV0297* NAVD 88     -       458.015  (meters)    1502.67   (feet)  ADJUSTED  
 DV0297  ___________________________________________________________________
 DV0297  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0297  DYNAMIC HT  -         457.459 (meters)    1500.85  (feet)  COMP
 DV0297  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 DV0297
 DV0297  VERT ORDER  -  FIRST     CLASS II
 DV0297
 DV0297.The horizontal coordinates were scaled from a topographic map and have
 DV0297.an estimated accuracy of +/- 6 seconds.
 DV0297
 DV0297.The orthometric height was determined by differential leveling
 DV0297.and adjusted by the National Geodetic Survey in June 1991..
 DV0297
 DV0297.The geoid height was determined by GEOID03.
 DV0297
 DV0297.The dynamic height is computed by dividing the NAVD 88
 DV0297.geopotential number by the normal gravity value computed on the
 DV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0297.degrees latitude (g = 980.6199 gals.).
 DV0297
 DV0297.The modeled gravity was interpolated from observed gravity values.
 DV0297
 DV0297;                    North         East    Units  Estimated Accuracy
 DV0297;SPC AZ C     -   222,540.      167,500.      MT  (+/- 180 meters Scaled)
 DV0297
 DV0297                          SUPERSEDED SURVEY CONTROL
 DV0297
 DV0297  NGVD 29 (??/??/92)  457.375  (m)         1500.57   (f) ADJ UNCH    1 2
 DV0297
 DV0297.Superseded values are not recommended for survey control.
 DV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0297.See file dsdata.txt to determine how the superseded data were derived.
 DV0297
 DV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB685528(NAD 83)
 DV0297_MARKER: DB = BENCH MARK DISK
 DV0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0297_STAMPING: A 285 1949
 DV0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0297+STABILITY: SURFACE MOTION
 DV0297
 DV0297  HISTORY     - Date     Condition        Report By
 DV0297  HISTORY     - 1949     MONUMENTED       CGS
 DV0297  HISTORY     - 1967     GOOD             NGS
 DV0297  HISTORY     - 1980     GOOD             NGS
 DV0297  HISTORY     - 1980     GOOD             NGS
 DV0297  HISTORY     - 19941202 GOOD             USPSQD
 DV0297
 DV0297                          STATION DESCRIPTION
 DV0297
 DV0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0297'8.65 MI W FROM MOBILE.
 DV0297'ABOUT 8.65 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0297'NELSON ELEMENTARY SCHOOL AT MOBILE, 0.1 MILE SOUTHWEST OF RAILROAD
 DV0297'BRIDGE NUMBER 876.45, 23 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DV0297'NORTHWEST TRACK 6 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A
 DV0297'ROW OF POLES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2
 DV0297'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 DV0297'POST PROJECTING 2 INCHES.
 DV0297
 DV0297                          STATION RECOVERY (1980)
 DV0297
 DV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0297'RECOVERED IN GOOD CONDITION.
 DV0297
 DV0297                          STATION RECOVERY (1980)
 DV0297
 DV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0297'RECOVERED IN GOOD CONDITION.
 DV0297
 DV0297                          STATION RECOVERY (1994)
 DV0297
 DV0297'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0664 ***********************************************************************
 ET0664  DESIGNATION -  A 286
 ET0664  PID         -  ET0664
 ET0664  STATE/COUNTY-  AZ/MOHAVE
 ET0664  USGS QUAD   -  SIGNAL (1990)
 ET0664
 ET0664                         *CURRENT SURVEY CONTROL
 ET0664  ___________________________________________________________________
 ET0664* NAD 83(1986)-  34 25 46.     (N)    113 43 39.     (W)     SCALED    
 ET0664* NAVD 88     -       717.247  (meters)    2353.17   (feet)  POSTED    
 ET0664  ___________________________________________________________________
 ET0664  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 ET0664  DYNAMIC HT  -         716.410 (meters)    2350.42  (feet)  COMP
 ET0664  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 ET0664
 ET0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0664
 ET0664.The horizontal coordinates were scaled from a topographic map and have
 ET0664.an estimated accuracy of +/- 6 seconds.
 ET0664
 ET0664.The orthometric height was determined by differential leveling
 ET0664.and adjusted by the National Geodetic Survey in November 2005..
 ET0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0664.rate of 0.0 thru 1.0 mm/km.
 ET0664
 ET0664.The geoid height was determined by GEOID03.
 ET0664
 ET0664.The dynamic height is computed by dividing the NAVD 88
 ET0664.geopotential number by the normal gravity value computed on the
 ET0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0664.degrees latitude (g = 980.6199 gals.).
 ET0664
 ET0664.The modeled gravity was interpolated from observed gravity values.
 ET0664
 ET0664;                    North         East    Units  Estimated Accuracy
 ET0664;SPC AZ W     -   380,300.      215,430.      MT  (+/- 180 meters Scaled)
 ET0664
 ET0664                          SUPERSEDED SURVEY CONTROL
 ET0664
 ET0664  NGVD 29 (??/??/92)  716.519  (m)         2350.78   (f) ADJ UNCH    1 2
 ET0664
 ET0664.Superseded values are not recommended for survey control.
 ET0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0664.See file dsdata.txt to determine how the superseded data were derived.
 ET0664
 ET0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD493131(NAD 83)
 ET0664_MARKER: DB = BENCH MARK DISK
 ET0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0664_STAMPING: A 286 1950
 ET0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0664+STABILITY: SURFACE MOTION
 ET0664
 ET0664  HISTORY     - Date     Condition        Report By
 ET0664  HISTORY     - 1950     MONUMENTED       CGS
 ET0664  HISTORY     - 19870504 GOOD             USGS
 ET0664
 ET0664                          STATION DESCRIPTION
 ET0664
 ET0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0664'42.9 MI SE FROM YUCCA.
 ET0664'41.4 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0664'AT YUCCA, THENCE 1.5 MILES SOUTHEAST ALONG A TRACK ROAD, 0.4 MILE
 ET0664'SOUTHEAST OF THE Y JUNCTIOIN OF A TRACK ROAD LEADING SOUTHWEST, ABOUT
 ET0664'55 YARDS NORTH OF THE CROSSING OF A SMALL DRY WASH, ON THE TOP OF AND
 ET0664'AT THE APPROXIMATE CENTER OF A SMALL RISE, 26 1/2 FEET EAST OF THE
 ET0664'CENTER LINE OF THE ROAD, 3.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 ET0664'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0664'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0664
 ET0664                          STATION RECOVERY (1987)
 ET0664
 ET0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0156 ***********************************************************************
 ET0156  DESIGNATION -  A 288
 ET0156  PID         -  ET0156
 ET0156  STATE/COUNTY-  AZ/YAVAPAI
 ET0156  USGS QUAD   -  PRESCOTT (1973)
 ET0156
 ET0156                         *CURRENT SURVEY CONTROL
 ET0156  ___________________________________________________________________
 ET0156* NAD 83(1986)-  34 33 43.     (N)    112 29 20.     (W)     SCALED    
 ET0156* NAVD 88     -      1656.646  (meters)    5435.18   (feet)  POSTED    
 ET0156  ___________________________________________________________________
 ET0156  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0156  DYNAMIC HT  -        1654.370 (meters)    5427.71  (feet)  COMP
 ET0156  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 ET0156
 ET0156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0156
 ET0156.The horizontal coordinates were scaled from a topographic map and have
 ET0156.an estimated accuracy of +/- 6 seconds.
 ET0156
 ET0156.The orthometric height was determined by differential leveling
 ET0156.and adjusted by the National Geodetic Survey in November 2005..
 ET0156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0156.rate of 0.0 thru 1.0 mm/km.
 ET0156
 ET0156.The geoid height was determined by GEOID03.
 ET0156
 ET0156.The dynamic height is computed by dividing the NAVD 88
 ET0156.geopotential number by the normal gravity value computed on the
 ET0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0156.degrees latitude (g = 980.6199 gals.).
 ET0156
 ET0156.The modeled gravity was interpolated from observed gravity values.
 ET0156
 ET0156;                    North         East    Units  Estimated Accuracy
 ET0156;SPC AZ C     -   395,130.      160,850.      MT  (+/- 180 meters Scaled)
 ET0156
 ET0156                          SUPERSEDED SURVEY CONTROL
 ET0156
 ET0156  NGVD 29 (??/??/92) 1655.788  (m)         5432.36   (f) ADJ UNCH    1 2
 ET0156
 ET0156.Superseded values are not recommended for survey control.
 ET0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0156.See file dsdata.txt to determine how the superseded data were derived.
 ET0156
 ET0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD634254(NAD 83)
 ET0156_MARKER: DB = BENCH MARK DISK
 ET0156_SETTING: 66 = SET IN ROCK OUTCROP
 ET0156_SP_SET: ROCK OUTCROP
 ET0156_STAMPING: A 288 1950
 ET0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0156+STABILITY: POSITION/ELEVATION WELL
 ET0156
 ET0156  HISTORY     - Date     Condition        Report By
 ET0156  HISTORY     - 1950     MONUMENTED       CGS
 ET0156  HISTORY     - 1973     GOOD             USGS
 ET0156  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0156
 ET0156                          STATION DESCRIPTION
 ET0156
 ET0156'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0156'2.5 MI NW FROM PRESCOTT.
 ET0156'1.8 MILES NORTHWEST ALONG THE AT AND SF RY FROM STA IN PRESCOTT 0.4
 ET0156'MILES WEST OF THE YAVAPAI COUNTY COURTHOUSE ALONG W. GOURLEY TO MILLER
 ET0156'VALLEY ROAD.  THENCE 1.4 MILES NORTHWEST ALONG MILLER VALLEY ROAD TO
 ET0156'Y-RD INTERSECTION WITH IRON SPRINGS ROAD.  THENCE 0.6 MILES NORTHWEST
 ET0156'ALONG IRON SPRINGS ROAD TO A PRIVATE DRIVE.  THENCE SSW ON PRIVATE
 ET0156'DRIVE FOR ABOUT 0.1 MI TO OLD RAILROAD GRADE.  THENCE SOUTHEASTERLY
 ET0156'ALONG RAILROAD GRADE ABOUT 100 FT TO A POINT OPPOSITE A LARGE JUNIPER
 ET0156'ON SOUTHEAST SIDE OF OLD GRADE.  ABOUT 70 FT. WEST OF OLD RAILROAD
 ET0156'GRADE IN ROCK OUTCROP AND ABOUT 2 FT HIGHER THAN OLD GRADE, A STD USC
 ET0156'AND GS TABLET STAMPED A 288 1950.
 ET0156
 ET0156                          STATION RECOVERY (1997)
 ET0156
 ET0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0603 ***********************************************************************
 ET0603  DESIGNATION -  A 289
 ET0603  PID         -  ET0603
 ET0603  STATE/COUNTY-  AZ/MOHAVE
 ET0603  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0603
 ET0603                         *CURRENT SURVEY CONTROL
 ET0603  ___________________________________________________________________
 ET0603* NAD 83(1986)-  34 33 18.     (N)    113 20 54.     (W)     SCALED    
 ET0603* NAVD 88     -       726.807  (meters)    2384.53   (feet)  POSTED    
 ET0603  ___________________________________________________________________
 ET0603  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0603  DYNAMIC HT  -         725.940 (meters)    2381.69  (feet)  COMP
 ET0603  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 ET0603
 ET0603  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0603
 ET0603.The horizontal coordinates were scaled from a topographic map and have
 ET0603.an estimated accuracy of +/- 6 seconds.
 ET0603
 ET0603.The orthometric height was determined by differential leveling
 ET0603.and adjusted by the National Geodetic Survey in November 2005..
 ET0603.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0603.rate of 2.1 thru 3.0 mm/km.
 ET0603
 ET0603.The geoid height was determined by GEOID03.
 ET0603
 ET0603.The dynamic height is computed by dividing the NAVD 88
 ET0603.geopotential number by the normal gravity value computed on the
 ET0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0603.degrees latitude (g = 980.6199 gals.).
 ET0603
 ET0603.The modeled gravity was interpolated from observed gravity values.
 ET0603
 ET0603;                    North         East    Units  Estimated Accuracy
 ET0603;SPC AZ W     -   394,300.      250,220.      MT  (+/- 180 meters Scaled)
 ET0603
 ET0603                          SUPERSEDED SURVEY CONTROL
 ET0603
 ET0603  NGVD 29 (??/??/92)  726.093  (m)         2382.19   (f) ADJ UNCH    1 2
 ET0603
 ET0603.Superseded values are not recommended for survey control.
 ET0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0603.See file dsdata.txt to determine how the superseded data were derived.
 ET0603
 ET0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD845262(NAD 83)
 ET0603_MARKER: DB = BENCH MARK DISK
 ET0603_SETTING: 80 = SET IN A BOULDER
 ET0603_SP_SET: GRANITE BOULDER
 ET0603_STAMPING: A 289 1950
 ET0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0603+STABILITY: SURFACE MOTION
 ET0603
 ET0603  HISTORY     - Date     Condition        Report By
 ET0603  HISTORY     - 1950     MONUMENTED       CGS
 ET0603  HISTORY     - 1975     GOOD             USGS
 ET0603
 ET0603                          STATION DESCRIPTION
 ET0603
 ET0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0603'25.7 MI SE FROM WIKIEUP.
 ET0603'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0603'WIKIEUP, THENCE 18.3 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.3
 ET0603'MILE SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO
 ET0603'BAGDAD, ON THE SOUTHWEST SIDE OF A DRY WASH, AT THE BOTTOM OF A STEEP
 ET0603'GRADE, ABOUT 35 YARDS NORTH, DOWN THE WASH, FROM AN OLD WRECKED CAR
 ET0603'BODY LYING IN THE BOTTOM OF THE WASH, IN THE TOP OF A GRANITE BOULDER,
 ET0603'55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH OF THE
 ET0603'NORTH EDGE OF THE LARGEST SPLIT BOULDER ON THE SOUTHWEST SIDE OF THE
 ET0603'WASH, 17 FEET WEST OF THREE CLOSELY-GROUPED 4-INCH MESQUITE TREES,
 ET0603'ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0603'LETTERS B M.
 ET0603
 ET0603                          STATION RECOVERY (1975)
 ET0603
 ET0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0603'WIKIEUP POST OFFICE, 8.0 MI, S. OF ALONG STATE HWY. 93, THENCE 15.15
 ET0603'MI SE. ALONG COUNTY RD. 0.3 MI SE. OF Y-JCT. OF RD. N. TO BAGDAD, ON
 ET0603'SOUTHWEST SIDE OF DRY WASH, AT BOTTOM OF STEEP GRADE. 55 FT SW. OF
 ET0603'CENTERLINE OF RD., 33 FT N. OF NORTH EDGE OF LARGEST SPLIT BOULDER ON
 ET0603'SOUTHWEST SIDE OF WASH, 17 FT W. OF 3 GROUPED 4-INCH MESQUITE TREES.
 ET0603'IN TOP OF GRANITE BOULDER ABOUT 4 FT HIGHER THAN RD. NGS TABLET
 ET0603'STAMPED A 289 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0281 ***********************************************************************
 ES0281  DESIGNATION -  A 29
 ES0281  PID         -  ES0281
 ES0281  STATE/COUNTY-  AZ/GILA
 ES0281  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0281
 ES0281                         *CURRENT SURVEY CONTROL
 ES0281  ___________________________________________________________________
 ES0281* NAD 83(1986)-  34 13 52.     (N)    111 20 16.     (W)     SCALED    
 ES0281* NAVD 88     -      1490.389  (meters)    4889.72   (feet)  ADJUSTED  
 ES0281  ___________________________________________________________________
 ES0281  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ES0281  DYNAMIC HT  -        1488.345 (meters)    4883.01  (feet)  COMP
 ES0281  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 ES0281
 ES0281  VERT ORDER  -  FIRST     CLASS II
 ES0281
 ES0281.The horizontal coordinates were scaled from a topographic map and have
 ES0281.an estimated accuracy of +/- 6 seconds.
 ES0281
 ES0281.The orthometric height was determined by differential leveling
 ES0281.and adjusted by the National Geodetic Survey in June 1991..
 ES0281
 ES0281.The geoid height was determined by GEOID03.
 ES0281
 ES0281.The dynamic height is computed by dividing the NAVD 88
 ES0281.geopotential number by the normal gravity value computed on the
 ES0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0281.degrees latitude (g = 980.6199 gals.).
 ES0281
 ES0281.The modeled gravity was interpolated from observed gravity values.
 ES0281
 ES0281;                    North         East    Units  Estimated Accuracy
 ES0281;SPC AZ E     -   358,910.      105,470.      MT  (+/- 180 meters Scaled)
 ES0281
 ES0281                          SUPERSEDED SURVEY CONTROL
 ES0281
 ES0281  NGVD 29 (??/??/92) 1489.648  (m)         4887.29   (f) ADJ UNCH    1 2
 ES0281
 ES0281.Superseded values are not recommended for survey control.
 ES0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0281.See file dsdata.txt to determine how the superseded data were derived.
 ES0281
 ES0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC688878(NAD 83)
 ES0281_MARKER: DB = BENCH MARK DISK
 ES0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0281_STAMPING: 4887.287 A 29 1933
 ES0281_MARK LOGO: CGS   
 ES0281_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0281+STABILITY: SURFACE MOTION
 ES0281
 ES0281  HISTORY     - Date     Condition        Report By
 ES0281  HISTORY     - 1933     MONUMENTED       CGS
 ES0281  HISTORY     - 1972     GOOD             USGS
 ES0281  HISTORY     - 1982     GOOD             NGS
 ES0281
 ES0281                          STATION DESCRIPTION
 ES0281
 ES0281'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0281'0.15 MI W FROM PAYSON.
 ES0281'0.15 MILES WEST OF POST OFFICE AT PAYSON, GILA COUNTY, 121 FEET WEST
 ES0281'OF THE CENTER LINE OF N. HIGHLAND AVE. AND 54 FEET NORTH OF MAIN
 ES0281'STREET (CENTER LINE), 21 FEET EAST OF CENTER LINE OF CONCRETE STEPS
 ES0281'LEADING TO THE LONE PINE HOTEL, SET BETWEEN TWO CONCRETE BLOCKS OF A
 ES0281'TWO FOOT HIGH RETAINING WALL, AND ABOUT FOUR INCHES LOWER THAN TOP
 ES0281'SURFACE OF THE WALL.  A STANDARD USC AND GS DISK SET IN TOP OF A
 ES0281'CONCRETE POST, STAMPED 4887.287 A 29 1933.
 ES0281
 ES0281                          STATION RECOVERY (1982)
 ES0281
 ES0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0281'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0281'IN PAYSON, IN-SET IN A CINDER BLOCK AND WIRE FENCE AROUND THE OLD LONE
 ES0281'PINE HOTEL, 16.4 METERS (54 FT) NORTH OF THE CENTER OF MAIN STREET,
 ES0281'7.3 METERS (24 FT) WEST OF THE SOUTHEAST CORNER OF THE WALL AND THE
 ES0281'FENCE, 6.4 METERS (21 FT) EAST OF THE TOP STEP OF THE STAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1514 ***********************************************************************
 GR1514  DESIGNATION -  A 29
 GR1514  PID         -  GR1514
 GR1514  STATE/COUNTY-  AZ/MOHAVE
 GR1514  USGS QUAD   -  MIDDLE POINT (1983)
 GR1514
 GR1514                         *CURRENT SURVEY CONTROL
 GR1514  ___________________________________________________________________
 GR1514* NAD 83(1992)-  36 07 44.95022(N)    114 22 43.13118(W)     ADJUSTED  
 GR1514* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 GR1514  ___________________________________________________________________
 GR1514  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 GR1514  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GR1514
 GR1514  HORZ ORDER  -  THIRD
 GR1514
 GR1514.The horizontal coordinates were established by classical geodetic methods
 GR1514.and adjusted by the National Geodetic Survey in August 1993..
 GR1514
 GR1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1514
 GR1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1514
 GR1514.The geoid height was determined by GEOID03.
 GR1514
 GR1514;                    North         East     Units Scale Factor Converg.
 GR1514;SPC AZ W     -   569,044.278   156,774.807   MT  0.99997277   -0 22 14.4
 GR1514;SPC AZ W     - 1,866,943.17    514,353.04   iFT  0.99997277   -0 22 14.4
 GR1514;SPC NV E     - 8,153,672.040   308,433.142   MT  1.00004483   +0 42 37.3
 GR1514;SPC NV E     -26,750,839.02  1,011,917.73   sFT  1.00004483   +0 42 37.3
 GR1514;UTM  11      - 4,001,456.511   735,895.732   MT  1.00028571   +1 32 46.6
 GR1514
 GR1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1514!SPC AZ W     -   0.99994070  x   0.99997277  =   0.99991347
 GR1514!SPC NV E     -   0.99994070  x   1.00004483  =   0.99998552
 GR1514!UTM  11      -   0.99994070  x   1.00028571  =   1.00022639
 GR1514
 GR1514:                Primary Azimuth Mark                     Grid Az
 GR1514:SPC AZ W     -  A 28                                     197 31 32.6
 GR1514:SPC NV E     -  A 28                                     196 26 40.9
 GR1514:UTM  11      -  A 28                                     195 36 31.6
 GR1514
 GR1514|---------------------------------------------------------------------|
 GR1514| PID    Reference Object                     Distance      Geod. Az  |
 GR1514|                                                           dddmmss.s |
 GR1514| GR1513 A 28                                APPROX. 2.3 KM 1970918.2 |
 GR1514|---------------------------------------------------------------------|
 GR1514
 GR1514                          SUPERSEDED SURVEY CONTROL
 GR1514
 GR1514  NAD 83(1986)-  36 07 44.93875(N)    114 22 43.12466(W) AD(       ) 3
 GR1514  NGVD 29 (06/27/88)  405.0    (m)         1329.     (f) VERT ANG       
 GR1514
 GR1514.Superseded values are not recommended for survey control.
 GR1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1514.See file dsdata.txt to determine how the superseded data were derived.
 GR1514
 GR1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3589601457(NAD 83)
 GR1514_MARKER: DS = TRIANGULATION STATION DISK
 GR1514_SETTING: 66 = SET IN ROCK OUTCROP
 GR1514_SP_SET: SET IN ROCK OUTCROP
 GR1514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1514+STABILITY: POSITION/ELEVATION WELL
 GR1514
 GR1514  HISTORY     - Date     Condition        Report By
 GR1514  HISTORY     - 1948     MONUMENTED       USGS
 GR1514
 GR1514                          STATION DESCRIPTION
 GR1514
 GR1514'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1514'LOCATED ON EAST POINT, ABOUT 1100 FT. SE. OF N.P.S. LIGHT BASE ON
 GR1514'EAST POINT, ABOUT 200 FT. NW. OF HIGHEST POINT ON RIDGE, ABOUT
 GR1514'100 FT. ABOVE HIGH WATER MARK.
 GR1514'
 GR1514'TO REACH NOT GIVEN.
 GR1514'
 GR1514'STATION MARK--STANDARD TABLET STAMPED---A29 1948---, CEMENTED IN
 GR1514'ROCK OUTCROP.
 GR1514'
 GR1514'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0330 ***********************************************************************
 ET0330  DESIGNATION -  A 290
 ET0330  PID         -  ET0330
 ET0330  STATE/COUNTY-  AZ/YAVAPAI
 ET0330  USGS QUAD   -  HILLSIDE (1969)
 ET0330
 ET0330                         *CURRENT SURVEY CONTROL
 ET0330  ___________________________________________________________________
 ET0330* NAD 83(1986)-  34 24 56.     (N)    112 52 37.     (W)     SCALED    
 ET0330* NAVD 88     -      1232.133  (meters)    4042.42   (feet)  POSTED    
 ET0330  ___________________________________________________________________
 ET0330  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0330  DYNAMIC HT  -        1230.550 (meters)    4037.23  (feet)  COMP
 ET0330  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 ET0330
 ET0330  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0330
 ET0330.The horizontal coordinates were scaled from a topographic map and have
 ET0330.an estimated accuracy of +/- 6 seconds.
 ET0330
 ET0330.The orthometric height was determined by differential leveling
 ET0330.and adjusted by the National Geodetic Survey in November 2005..
 ET0330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0330.rate of 1.1 thru 2.0 mm/km.
 ET0330
 ET0330.The geoid height was determined by GEOID03.
 ET0330
 ET0330.The dynamic height is computed by dividing the NAVD 88
 ET0330.geopotential number by the normal gravity value computed on the
 ET0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0330.degrees latitude (g = 980.6199 gals.).
 ET0330
 ET0330.The modeled gravity was interpolated from observed gravity values.
 ET0330
 ET0330;                    North         East    Units  Estimated Accuracy
 ET0330;SPC AZ C     -   379,160.      125,090.      MT  (+/- 180 meters Scaled)
 ET0330
 ET0330                          SUPERSEDED SURVEY CONTROL
 ET0330
 ET0330  NGVD 29 (??/??/92) 1231.359  (m)         4039.88   (f) ADJ UNCH    1 2
 ET0330
 ET0330.Superseded values are not recommended for survey control.
 ET0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0330.See file dsdata.txt to determine how the superseded data were derived.
 ET0330
 ET0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD275098(NAD 83)
 ET0330_MARKER: DB = BENCH MARK DISK
 ET0330_SETTING: 80 = SET IN A BOULDER
 ET0330_SP_SET: BOULDER
 ET0330_STAMPING: A 290 1950
 ET0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0330+STABILITY: SURFACE MOTION
 ET0330
 ET0330  HISTORY     - Date     Condition        Report By
 ET0330  HISTORY     - 1950     MONUMENTED       CGS
 ET0330
 ET0330                          STATION DESCRIPTION
 ET0330
 ET0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0330'2.7 MI E FROM HILLSIDE.
 ET0330'2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0330'THE STATION AT HILLSIDE, 73 1/2 FEET NORTHEAST OF THE CENTER OF THE
 ET0330'NORTH END OF 3- BY 3- FOOT WOODEN CULVERT NO. A 100, IN THE TOP OF A
 ET0330'BLACK BOULDER, 63.8 FEET NORTH OF THE NORTH RAIL, 54.3 FEET NORTHWEST
 ET0330'OF MILEPOLE 99, 24 FEET SOUTH OF A FENCE, AND ABOUT 7 FEET LOWER THAN
 ET0330'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0400 ***********************************************************************
 CZ0400  DESIGNATION -  A 292
 CZ0400  PID         -  CZ0400
 CZ0400  STATE/COUNTY-  AZ/PINAL
 CZ0400  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0400
 CZ0400                         *CURRENT SURVEY CONTROL
 CZ0400  ___________________________________________________________________
 CZ0400* NAD 83(1986)-  32 32 15.     (N)    111 25 35.     (W)     SCALED    
 CZ0400* NAVD 88     -       554.42   (+/-2cm)    1819.0    (feet)  VERTCON   
 CZ0400  ___________________________________________________________________
 CZ0400  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0400
 CZ0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0400
 CZ0400.The horizontal coordinates were scaled from a topographic map and have
 CZ0400.an estimated accuracy of +/- 6 seconds.
 CZ0400
 CZ0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0400.The vertical order pertains to the NGVD 29 superseded value.
 CZ0400
 CZ0400.The geoid height was determined by GEOID03.
 CZ0400
 CZ0400;                    North         East    Units  Estimated Accuracy
 CZ0400;SPC AZ C     -   170,570.      259,410.      MT  (+/- 180 meters Scaled)
 CZ0400
 CZ0400                          SUPERSEDED SURVEY CONTROL
 CZ0400
 CZ0400  NGVD 29 (??/??/92)  553.945  (m)         1817.40   (f) ADJ UNCH    2 0
 CZ0400
 CZ0400.Superseded values are not recommended for survey control.
 CZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0400.See file dsdata.txt to determine how the superseded data were derived.
 CZ0400
 CZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599000(NAD 83)
 CZ0400_MARKER: DB = BENCH MARK DISK
 CZ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0400_STAMPING: A 292 1951
 CZ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0400+STABILITY: SURFACE MOTION
 CZ0400
 CZ0400  HISTORY     - Date     Condition        Report By
 CZ0400  HISTORY     - 1951     MONUMENTED       CGS
 CZ0400  HISTORY     - 1977     GOOD             USGS
 CZ0400
 CZ0400                          STATION DESCRIPTION
 CZ0400
 CZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0400'6.7 MI W FROM RED ROCK.
 CZ0400'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0400'RAILROAD STATION AT RED ROCK, THENCE 6.5 MILES WEST ALONG A GRADED
 CZ0400'ROAD, AT A Y JUNCTION OF A GRADED ROAD LEADING NORTH TO THE LA OSA
 CZ0400'RANCH, IN LINE WITH A TELEPHONE LINE, 63 1/2 FEET NORTHWEST OF THE
 CZ0400'CENTER LINE OF THE GRADED ROAD, 33 1/2 FEET NORTHEAST OF THE CENTER
 CZ0400'LINE OF THE GRADED ROAD LEADING NORTH, 4.2 FEET WEST OF A TELEPHONE
 CZ0400'POLE, 2.2 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 CZ0400'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ0400'GROUND.
 CZ0400
 CZ0400                          STATION RECOVERY (1977)
 CZ0400
 CZ0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0400'0.2 MI SE. ALONG OLD STATE HWY 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0400'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD. 110 FT NW. OF
 CZ0400'RD. FORK NW. TO LA OSA RANCH, IN LINE WITH TELEPHONE LINE, 50 FT N.
 CZ0400'OF CENTERLINE OF MAIN RD., 25 FT NE. OF RANCH RD. 4.2 FT W. OF
 CZ0400'TELEPHONE POLE, 2.2 FT E. OF WITNESS POST, ABOUT LEVEL WITH RD. IN
 CZ0400'TOP OF CONCRETE POST PROJECTING 0.7 FT. NGS DISK STAMPED A 292 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0479 ***********************************************************************
 CZ0479  DESIGNATION -  A 294
 CZ0479  PID         -  CZ0479
 CZ0479  STATE/COUNTY-  AZ/PINAL
 CZ0479  USGS QUAD   -  RED ROCK (1993)
 CZ0479
 CZ0479                         *CURRENT SURVEY CONTROL
 CZ0479  ___________________________________________________________________
 CZ0479* NAD 83(1986)-  32 30 20.     (N)    111 20 41.     (W)     SCALED    
 CZ0479* NAVD 88     -       568.83   (+/-2cm)    1866.2    (feet)  VERTCON   
 CZ0479  ___________________________________________________________________
 CZ0479  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ0479
 CZ0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0479
 CZ0479.The horizontal coordinates were scaled from a topographic map and have
 CZ0479.an estimated accuracy of +/- 6 seconds.
 CZ0479
 CZ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0479.The vertical order pertains to the NGVD 29 superseded value.
 CZ0479
 CZ0479.The geoid height was determined by GEOID03.
 CZ0479
 CZ0479;                    North         East    Units  Estimated Accuracy
 CZ0479;SPC AZ C     -   167,070.      267,100.      MT  (+/- 180 meters Scaled)
 CZ0479
 CZ0479                          SUPERSEDED SURVEY CONTROL
 CZ0479
 CZ0479  NGVD 29 (??/??/92)  568.359  (m)         1864.69   (f) ADJ UNCH    2 0
 CZ0479
 CZ0479.Superseded values are not recommended for survey control.
 CZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0479.See file dsdata.txt to determine how the superseded data were derived.
 CZ0479
 CZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA676965(NAD 83)
 CZ0479_MARKER: DB = BENCH MARK DISK
 CZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0479_STAMPING: A 294 1951
 CZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0479+STABILITY: SURFACE MOTION
 CZ0479
 CZ0479  HISTORY     - Date     Condition        Report By
 CZ0479  HISTORY     - 1951     MONUMENTED       CGS
 CZ0479
 CZ0479                          STATION DESCRIPTION
 CZ0479
 CZ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0479'2.9 MI W FROM MARANA AIR BASE.
 CZ0479'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0479'MARANA AIR PORT TO AN INTERSECTION, THENCE 1.9 MILES NORTHWEST AND
 CZ0479'WEST ALONG THE ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND LOCKED
 CZ0479'GATE AT THE SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE TO THE
 CZ0479'ROAD LEADING SOUTH, THENCE 0.8 MILE SOUTH, AT A POINT WHERE THE ROAD
 CZ0479'TURNS OFF THE MAIN ROAD TO BY PASS A MUD HOLE, 27 1/2 FEET SOUTHWEST
 CZ0479'OF THE CENTER OF THE JUNCTION OF THE MAIN ROAD AND TURN OUT ROAD, 23
 CZ0479'1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 2.4 FEET EAST OF
 CZ0479'THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CZ0479'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0724 ***********************************************************************
 CZ0724  DESIGNATION -  A 295
 CZ0724  PID         -  CZ0724
 CZ0724  STATE/COUNTY-  AZ/PIMA
 CZ0724  USGS QUAD   -  AVRA (1992)
 CZ0724
 CZ0724                         *CURRENT SURVEY CONTROL
 CZ0724  ___________________________________________________________________
 CZ0724* NAD 83(1986)-  32 16 26.     (N)    111 13 06.     (W)     SCALED    
 CZ0724* NAVD 88     -       715.43   (+/-2cm)    2347.2    (feet)  VERTCON   
 CZ0724  ___________________________________________________________________
 CZ0724  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0724
 CZ0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0724
 CZ0724.The horizontal coordinates were scaled from a topographic map and have
 CZ0724.an estimated accuracy of +/- 6 seconds.
 CZ0724
 CZ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0724.The vertical order pertains to the NGVD 29 superseded value.
 CZ0724
 CZ0724.The geoid height was determined by GEOID03.
 CZ0724
 CZ0724;                    North         East    Units  Estimated Accuracy
 CZ0724;SPC AZ C     -   141,450.      279,150.      MT  (+/- 180 meters Scaled)
 CZ0724
 CZ0724                          SUPERSEDED SURVEY CONTROL
 CZ0724
 CZ0724  NGVD 29 (??/??/92)  714.781  (m)         2345.08   (f) ADJ UNCH    2 0
 CZ0724
 CZ0724.Superseded values are not recommended for survey control.
 CZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0724.See file dsdata.txt to determine how the superseded data were derived.
 CZ0724
 CZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA794708(NAD 83)
 CZ0724_MARKER: DB = BENCH MARK DISK
 CZ0724_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0724_SP_SET: ROCK OUTCROP
 CZ0724_STAMPING: A 295 1951
 CZ0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0724+STABILITY: POSITION/ELEVATION WELL
 CZ0724
 CZ0724  HISTORY     - Date     Condition        Report By
 CZ0724  HISTORY     - 1951     MONUMENTED       CGS
 CZ0724
 CZ0724                          STATION DESCRIPTION
 CZ0724
 CZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0724'19.4 MI W FROM TUCSON.
 CZ0724'6.2 MILES WEST OF THE U. S. VERERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0724'HIGHWAY 86 (AJO-TUCSON), THENCE 13.2 MILES NORTHWEST ALONG KINNEY ROAD
 CZ0724'(VIA MCCAIN LOOP), AT A LARGE TRIANGLE FORMED BY THE Y JUNCTION OF
 CZ0724'KINNEY AND PALO VERDE TRAIL, ROADS, AND IN THE TOP OF A LARGE ROCK
 CZ0724'OUTCROP, 119 FEET SOUTH OF THE NORTHEAST APEX OF THE TRIANGLE, 15 1/2
 CZ0724'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE
 CZ0724'(KINNEY ROAD), AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0825 ***********************************************************************
 CZ0825  DESIGNATION -  A 296
 CZ0825  PID         -  CZ0825
 CZ0825  STATE/COUNTY-  AZ/PIMA
 CZ0825  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0825
 CZ0825                         *CURRENT SURVEY CONTROL
 CZ0825  ___________________________________________________________________
 CZ0825* NAD 83(1986)-  32 09 11.     (N)    111 07 44.     (W)     SCALED    
 CZ0825* NAVD 88     -       745.52   (+/-2cm)    2445.9    (feet)  VERTCON   
 CZ0825  ___________________________________________________________________
 CZ0825  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ0825
 CZ0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0825
 CZ0825.The horizontal coordinates were scaled from a topographic map and have
 CZ0825.an estimated accuracy of +/- 6 seconds.
 CZ0825
 CZ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0825.The vertical order pertains to the NGVD 29 superseded value.
 CZ0825
 CZ0825.The geoid height was determined by GEOID03.
 CZ0825
 CZ0825;                    North         East    Units  Estimated Accuracy
 CZ0825;SPC AZ C     -   128,110.      287,670.      MT  (+/- 180 meters Scaled)
 CZ0825
 CZ0825                          SUPERSEDED SURVEY CONTROL
 CZ0825
 CZ0825  NGVD 29 (??/??/92)  744.840  (m)         2443.70   (f) ADJ UNCH    2 0
 CZ0825
 CZ0825.Superseded values are not recommended for survey control.
 CZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0825.See file dsdata.txt to determine how the superseded data were derived.
 CZ0825
 CZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA878574(NAD 83)
 CZ0825_MARKER: DB = BENCH MARK DISK
 CZ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0825_STAMPING: A 296 1951
 CZ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0825+STABILITY: SURFACE MOTION
 CZ0825
 CZ0825  HISTORY     - Date     Condition        Report By
 CZ0825  HISTORY     - 1951     MONUMENTED       CGS
 CZ0825
 CZ0825                          STATION DESCRIPTION
 CZ0825
 CZ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0825'10.0 MI SW FROM TUCSON.
 CZ0825'10 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0825'HIGHWAY 86, IN LINE WITH A TELEPHONE LINE, 0.8 MILE SOUTHWEST OF THE
 CZ0825'EL PASO GAS LINE AND STATE HIGHWAY 86 INTERSECTION, 0.4 MILE NORTHEAST
 CZ0825'OF THE Y JUNCTION TO THE RANCHO DIABLO, 58 FEET SOUTHEAST OF THE
 CZ0825'CENTER LINE OF THE HIGHWAY, 8.8 FEET NORTHEAST OF A TLELPHONE POLE,
 CZ0825'2.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0825'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0032 ***********************************************************************
 DA0032  DESIGNATION -  A 298
 DA0032  PID         -  DA0032
 DA0032  STATE/COUNTY-  AZ/PINAL
 DA0032  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0032
 DA0032                         *CURRENT SURVEY CONTROL
 DA0032  ___________________________________________________________________
 DA0032* NAD 83(1986)-  32 37 16.     (N)    112 07 50.     (W)     SCALED    
 DA0032* NAVD 88     -       628.34   (+/-2cm)    2061.5    (feet)  VERTCON   
 DA0032  ___________________________________________________________________
 DA0032  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0032
 DA0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0032
 DA0032.The horizontal coordinates were scaled from a topographic map and have
 DA0032.an estimated accuracy of +/- 6 seconds.
 DA0032
 DA0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0032.The vertical order pertains to the NGVD 29 superseded value.
 DA0032
 DA0032.The geoid height was determined by GEOID03.
 DA0032
 DA0032;                    North         East    Units  Estimated Accuracy
 DA0032;SPC AZ C     -   179,760.      193,290.      MT  (+/- 180 meters Scaled)
 DA0032
 DA0032                          SUPERSEDED SURVEY CONTROL
 DA0032
 DA0032  NGVD 29 (??/??/92)  627.672  (m)         2059.29   (f) ADJ UNCH    2 0
 DA0032
 DA0032.Superseded values are not recommended for survey control.
 DA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0032.See file dsdata.txt to determine how the superseded data were derived.
 DA0032
 DA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB939098(NAD 83)
 DA0032_MARKER: DB = BENCH MARK DISK
 DA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0032_STAMPING: A 298 1951
 DA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0032+STABILITY: SURFACE MOTION
 DA0032
 DA0032  HISTORY     - Date     Condition        Report By
 DA0032  HISTORY     - 1951     MONUMENTED       CGS
 DA0032  HISTORY     - 1951     GOOD             NGS
 DA0032
 DA0032                          STATION DESCRIPTION
 DA0032
 DA0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0032'1.1 MI W FROM BITTER WELL.
 DA0032'1.1 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ON THE
 DA0032'EAST SLOPE OF A GRADE, 73 1/2 FEET EAST OF A LONE PALO VERDE TREE, 12
 DA0032'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A WITNESS
 DA0032'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0032'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1212 ***********************************************************************
 CZ1212  DESIGNATION -  A 299
 CZ1212  PID         -  CZ1212
 CZ1212  STATE/COUNTY-  AZ/PINAL
 CZ1212  USGS QUAD   -  CHUICHU (1992)
 CZ1212
 CZ1212                         *CURRENT SURVEY CONTROL
 CZ1212  ___________________________________________________________________
 CZ1212* NAD 83(1986)-  32 49 16.     (N)    111 51 37.     (W)     SCALED    
 CZ1212* NAVD 88     -       418.02   (+/-2cm)    1371.5    (feet)  VERTCON   
 CZ1212  ___________________________________________________________________
 CZ1212  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1212
 CZ1212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1212
 CZ1212.The horizontal coordinates were scaled from a topographic map and have
 CZ1212.an estimated accuracy of +/- 6 seconds.
 CZ1212
 CZ1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1212.The vertical order pertains to the NGVD 29 superseded value.
 CZ1212
 CZ1212.The geoid height was determined by GEOID03.
 CZ1212
 CZ1212;                    North         East    Units  Estimated Accuracy
 CZ1212;SPC AZ C     -   201,920.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1212
 CZ1212                          SUPERSEDED SURVEY CONTROL
 CZ1212
 CZ1212  NGVD 29 (??/??/92)  417.411  (m)         1369.46   (f) ADJ UNCH    2 0
 CZ1212
 CZ1212.Superseded values are not recommended for survey control.
 CZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1212.See file dsdata.txt to determine how the superseded data were derived.
 CZ1212
 CZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194317(NAD 83)
 CZ1212_MARKER: DB = BENCH MARK DISK
 CZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1212_STAMPING: A 299 1951
 CZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1212+STABILITY: SURFACE MOTION
 CZ1212
 CZ1212  HISTORY     - Date     Condition        Report By
 CZ1212  HISTORY     - 1951     MONUMENTED       CGS
 CZ1212  HISTORY     - 1952     GOOD             NGS
 CZ1212  HISTORY     - 1966     GOOD             NGS
 CZ1212
 CZ1212                          STATION DESCRIPTION
 CZ1212
 CZ1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1212'10.3 MI SW FROM CASA GRANDE.
 CZ1212'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1212'WATER TANK AT CASA GRANDE, THENCE 4 MILES SOUTH ALONG A GRADED ROAD,
 CZ1212'AT THE DEAD END OF THE ROAD, AT AN EAST-WEST CANAL, ABOUT 80 YARDS
 CZ1212'EAST OF A PUMP HOUSE, 39 FEET NORTH OF THE NORTH BANK OF A LEVEE, 35
 CZ1212'FEET WEST OF THE APPROXIMATE CENTER OF THE DEAD END ROAD, 20 FEET
 CZ1212'NORTH OF THE CENTER LINE OF THE ACCESS ROAD TO THE PUMP HOUSE, 1.1
 CZ1212'FEET WEST OF A FENCE, 1.9 FEET NORTH OF A WITNESS POST, AND SET IN THE
 CZ1212'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1212'LEVEL WITH THE ROAD.
 CZ1212
 CZ1212                          STATION RECOVERY (1966)
 CZ1212
 CZ1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0081 ***********************************************************************
 FR0081  DESIGNATION -  A 3
 FR0081  PID         -  FR0081
 FR0081  STATE/COUNTY-  AZ/COCONINO
 FR0081  USGS QUAD   -  DAVENPORT HILL (1989)
 FR0081
 FR0081                         *CURRENT SURVEY CONTROL
 FR0081  ___________________________________________________________________
 FR0081* NAD 83(1986)-  35 13 48.     (N)    112 00 53.     (W)     SCALED    
 FR0081* NAVD 88     -      2092.651  (meters)    6865.64   (feet)  POSTED    
 FR0081  ___________________________________________________________________
 FR0081  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0081  DYNAMIC HT  -        2089.680 (meters)    6855.89  (feet)  COMP
 FR0081  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 FR0081
 FR0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0081
 FR0081.The horizontal coordinates were scaled from a topographic map and have
 FR0081.an estimated accuracy of +/- 6 seconds.
 FR0081
 FR0081.The orthometric height was determined by differential leveling
 FR0081.and adjusted by the National Geodetic Survey in 1992..
 FR0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0081.rate of 0.0 thru 1.0 mm/km.
 FR0081
 FR0081.The geoid height was determined by GEOID03.
 FR0081
 FR0081.The dynamic height is computed by dividing the NAVD 88
 FR0081.geopotential number by the normal gravity value computed on the
 FR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0081.degrees latitude (g = 980.6199 gals.).
 FR0081
 FR0081.The modeled gravity was interpolated from observed gravity values.
 FR0081
 FR0081;                    North         East    Units  Estimated Accuracy
 FR0081;SPC AZ C     -   469,090.      204,440.      MT  (+/- 180 meters Scaled)
 FR0081
 FR0081                          SUPERSEDED SURVEY CONTROL
 FR0081
 FR0081  NGVD 29 (??/??/92) 2091.644  (m)         6862.34   (f) ADJ UNCH    1 2
 FR0081
 FR0081.Superseded values are not recommended for survey control.
 FR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0081.See file dsdata.txt to determine how the superseded data were derived.
 FR0081
 FR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD076990(NAD 83)
 FR0081_MARKER: Q = CHISELED SQUARE
 FR0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0081_SP_SET: ABUTMENT
 FR0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0081
 FR0081  HISTORY     - Date     Condition        Report By
 FR0081  HISTORY     - UNK      MONUMENTED       CGS
 FR0081  HISTORY     - 1934     GOOD             NGS
 FR0081
 FR0081                          STATION DESCRIPTION
 FR0081
 FR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0081'0.8 MI S FROM CHALENDER.
 FR0081'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0081'THE STATION AT CHALENDER, COCONINO COUNTY, 60 YARDS NORTHWEST OF THE
 FR0081'NORTHWEST TRACK, OPPOSITE STEEL GIRDER BRIDGE A 368, AT AN ABANDONED
 FR0081'BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 1-1/2 FEET
 FR0081'FROM THE FACE, AND 2.2 FEET FROM THE END.  THE BOTTOM OF A SQUARE
 FR0081'HOLE, LETTERED U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1988 ***********************************************************************
 DV1988  DESIGNATION -  A 3
 DV1988  PID         -  DV1988
 DV1988  STATE/COUNTY-  AZ/MARICOPA
 DV1988  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1988
 DV1988                         *CURRENT SURVEY CONTROL
 DV1988  ___________________________________________________________________
 DV1988* NAD 83(1992)-  33 48 48.12300(N)    112 09 14.18443(W)     ADJUSTED  
 DV1988* NAVD 88     -       659.6    (meters)    2164.     (feet)  VERTCON   
 DV1988  ___________________________________________________________________
 DV1988  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 DV1988  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DV1988
 DV1988  HORZ ORDER  -  SECOND
 DV1988
 DV1988.The horizontal coordinates were established by classical geodetic methods
 DV1988.and adjusted by the National Geodetic Survey in August 1993..
 DV1988
 DV1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1988
 DV1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1988
 DV1988.The geoid height was determined by GEOID03.
 DV1988
 DV1988;                    North         East     Units Scale Factor Converg.
 DV1988;SPC AZ C     -   311,979.823   191,393.892   MT  0.99990595   -0 07 55.3
 DV1988;SPC AZ C     - 1,023,555.85    627,932.72   iFT  0.99990595   -0 07 55.3
 DV1988;UTM  12      - 3,742,061.387   393,200.874   MT  0.99974061   -0 38 32.0
 DV1988
 DV1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1988!SPC AZ C     -   0.99990105  x   0.99990595  =   0.99980701
 DV1988!UTM  12      -   0.99990105  x   0.99974061  =   0.99964169
 DV1988
 DV1988|---------------------------------------------------------------------|
 DV1988| PID    Reference Object                     Distance      Geod. Az  |
 DV1988|                                                           dddmmss.s |
 DV1988| CH4660 A 3 RM 1                              6.785 METERS 00631     |
 DV1988| CH4661 A 3 RM 2                              8.298 METERS 10141     |
 DV1988| DV1997 PESO                                APPROX. 8.4 KM 2575704.2 |
 DV1988|---------------------------------------------------------------------|
 DV1988
 DV1988                          SUPERSEDED SURVEY CONTROL
 DV1988
 DV1988  NAD 83(1986)-  33 48 48.11778(N)    112 09 14.18840(W) AD(       ) 2
 DV1988  NAD 27      -  33 48 47.98400(N)    112 09 11.63000(W) AD(       ) 2
 DV1988  NGVD 29 (07/19/86)  659.0    (m)         2162.     (f) VERT ANG       
 DV1988
 DV1988.Superseded values are not recommended for survey control.
 DV1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1988.See file dsdata.txt to determine how the superseded data were derived.
 DV1988
 DV1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9320142061(NAD 83)
 DV1988_MARKER: DD = SURVEY DISK
 DV1988_SETTING: 80 = SET IN A BOULDER
 DV1988_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1988
 DV1988  HISTORY     - Date     Condition        Report By
 DV1988  HISTORY     - 1959     MONUMENTED       AZDT
 DV1988  HISTORY     - 1976     GOOD             NGS
 DV1988
 DV1988                          STATION DESCRIPTION
 DV1988
 DV1988'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1959 (SLH)
 DV1988'LOCATED ABOUT 8.5 MILES NORTH OF THE VILLAGE OF ADOBE, 6 MILES
 DV1988'SOUTH OF NEW RIVER AND 0.7 MILE WEST OF STATE HIGHWAY 69,
 DV1988'ON THE HIGHEST PART OF A PROMINENT EAST-WEST RIDGE.
 DV1988'
 DV1988'REACHED FROM THE JUNCTION OF CAMELBACK ROAD AND BLACK CANYON
 DV1988'HIGHWAY IN PHOENIX BY GOING NORTH ON ARIZONA STATE HIGHWAY
 DV1988'69 FOR 20.2 MILES TO A METAL GATE IN THE RIGHT-OF-WAY FENCE
 DV1988'ON THE LEFT, 0.3 MILE AFTER PASSING MILE POST 225.  TURN
 DV1988'LEFT THROUGH THE GATE AND GO WEST ALONG THE BASE OF THE RIDGE
 DV1988'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT
 DV1988'30 MINUTES TO THE HIGHEST POINT, NEAR THE CENTER OF THE RIDGE,
 DV1988'AND THE STATION.
 DV1988'
 DV1988'THE POINT INTERSECTED IS AN ARIZONA HIGHWAY DEPARTMENT SURVEY
 DV1988'DISK, STAMPED A-3 AND SET IN A DRILL HOLE IN A BOULDER THAT
 DV1988'PROJECTS 8 INCHES.  IT IS BENEATH A 3 FOOT CAIRN SURMOUNTED
 DV1988'BY A CLOTH TARGET.
 DV1988
 DV1988                          STATION RECOVERY (1976)
 DV1988
 DV1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DV1988'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN FAIR
 DV1988'CONDITION.  REFERENCE MARK 2 WAS RESET.
 DV1988'
 DV1988'THE STATION IS A ARIZONA HWY. DEPARTMENT B.C. STAMPED A-3 1976,
 DV1988'CEMENTED IN A ROCK.
 DV1988'
 DV1988'REFERENCE MARK 1 IS A ARIZONA HWY. DEPARTMENT B.C. STAMPED RM 1
 DV1988'1976, CEMENTED IN A VOLCANIC ROCK.
 DV1988'
 DV1988'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2
 DV1988'1976, EPOXIED IN A VOLCANIC ROCK.
 DV1988'
 DV1988'TO REACH THE STATION FROM THE PIONEER RD. INTERCHANGE ON
 DV1988'INTERSTATE 17, GO WEST TOWARD THE PIONEER VILLAGE MUSEUM 0.5
 DV1988'MI. TAKING FIRST TRACK RD. LEFT AND THEN RIGHT FORK TO END OF
 DV1988'TRUCK TRAVEL-PACK TO BASE OF HILL AND CLIMB TO HIGHEST POINT
 DV1988'OF RIDGE - ABOUT A 30 MIN. PACK.
 DV1988'
 DV1988'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1988'
 DV1988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DV1988'6 MILES SOUTH OF NEW RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1517 ***********************************************************************
 GR1517  DESIGNATION -  A 3
 GR1517  PID         -  GR1517
 GR1517  STATE/COUNTY-  AZ/MOHAVE
 GR1517  USGS QUAD   -  HOOVER DAM (1997)
 GR1517
 GR1517                         *CURRENT SURVEY CONTROL
 GR1517  ___________________________________________________________________
 GR1517* NAD 83(1992)-  36 03 22.97679(N)    114 44 41.01162(W)     ADJUSTED  
 GR1517* NAVD 88     -       445.7    (meters)    1462.     (feet)  VERTCON   
 GR1517  ___________________________________________________________________
 GR1517  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GR1517  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GR1517
 GR1517  HORZ ORDER  -  THIRD
 GR1517
 GR1517.The horizontal coordinates were established by classical geodetic methods
 GR1517.and adjusted by the National Geodetic Survey in August 1993..
 GR1517
 GR1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1517
 GR1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1517
 GR1517.The geoid height was determined by GEOID03.
 GR1517
 GR1517;                    North         East     Units Scale Factor Converg.
 GR1517;SPC AZ W     -   561,245.043   123,740.350   MT  1.00003226   -0 35 07.9
 GR1517;SPC AZ W     - 1,841,355.13    405,972.28   iFT  1.00003226   -0 35 07.9
 GR1517;SPC NV E     - 8,145,251.457   275,551.401   MT  0.99997031   +0 29 37.0
 GR1517;SPC NV E     -26,723,212.49    904,038.22   sFT  0.99997031   +0 29 37.0
 GR1517;UTM  11      - 3,992,555.902   703,134.001   MT  1.00010846   +1 19 40.3
 GR1517
 GR1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1517!SPC AZ W     -   0.99993448  x   1.00003226  =   0.99996674
 GR1517!SPC NV E     -   0.99993448  x   0.99997031  =   0.99990479
 GR1517!UTM  11      -   0.99993448  x   1.00010846  =   1.00004293
 GR1517
 GR1517:                Primary Azimuth Mark                     Grid Az
 GR1517:SPC AZ W     -  N 1                                      211 35 07.5
 GR1517:SPC NV E     -  N 1                                      210 30 22.6
 GR1517:UTM  11      -  N 1                                      209 40 19.3
 GR1517
 GR1517|---------------------------------------------------------------------|
 GR1517| PID    Reference Object                     Distance      Geod. Az  |
 GR1517|                                                           dddmmss.s |
 GR1517| GR1591 N 1                                 APPROX. 2.8 KM 2105959.6 |
 GR1517|---------------------------------------------------------------------|
 GR1517
 GR1517                          SUPERSEDED SURVEY CONTROL
 GR1517
 GR1517  NAD 83(1986)-  36 03 22.96450(N)    114 44 40.99953(W) AD(       ) 3
 GR1517  NGVD 29 (06/27/88)  445.0    (m)         1460.     (f) VERT ANG       
 GR1517
 GR1517.Superseded values are not recommended for survey control.
 GR1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1517.See file dsdata.txt to determine how the superseded data were derived.
 GR1517
 GR1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0313492556(NAD 83)
 GR1517_MARKER: DS = TRIANGULATION STATION DISK
 GR1517_SETTING: 80 = SET IN A BOULDER
 GR1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1517+STABILITY: SURFACE MOTION
 GR1517
 GR1517  HISTORY     - Date     Condition        Report By
 GR1517  HISTORY     - 1947     MONUMENTED       USGS
 GR1517
 GR1517                          STATION DESCRIPTION
 GR1517
 GR1517'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1517'LOCATED ABOUT 3 MI N. OF HOOVER DAM.  ON SOUTH END AND HIGHEST
 GR1517'POINT OF SENTINEL ISLAND, ABOUT 6 FT. N. OF SOUTH CLIFF EDGE.
 GR1517'
 GR1517'TO REACH NOT GIVEN.
 GR1517'
 GR1517'STATION MARK--STANDARD TABLET STAMPED---A3 1947---, CEMENTED IN
 GR1517'TOP OF LARGE BOULDER IN PLACE.
 GR1517'
 GR1517'RMS--NONE SET.
 GR1517'
 GR1517'NOTE--FAIRCHILD STATION DESIGNATED AS HORSESHOE, 2.19 FT. NW.
 GR1517'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1518 ***********************************************************************
 GR1518  DESIGNATION -  A 30
 GR1518  PID         -  GR1518
 GR1518  STATE/COUNTY-  AZ/MOHAVE
 GR1518  USGS QUAD   -  THE TEMPLE (1983)
 GR1518
 GR1518                         *CURRENT SURVEY CONTROL
 GR1518  ___________________________________________________________________
 GR1518* NAD 83(1992)-  36 06 35.12166(N)    114 21 02.69455(W)     ADJUSTED  
 GR1518* NAVD 88     -       456.6    (meters)    1498.     (feet)  VERTCON   
 GR1518  ___________________________________________________________________
 GR1518  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 GR1518  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GR1518
 GR1518  HORZ ORDER  -  THIRD
 GR1518
 GR1518.The horizontal coordinates were established by classical geodetic methods
 GR1518.and adjusted by the National Geodetic Survey in August 1993..
 GR1518
 GR1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1518
 GR1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1518
 GR1518.The geoid height was determined by GEOID03.
 GR1518
 GR1518;                    North         East     Units Scale Factor Converg.
 GR1518;SPC AZ W     -   566,876.205   159,272.756   MT  0.99996937   -0 21 14.6
 GR1518;SPC AZ W     - 1,859,830.07    522,548.41   iFT  0.99996937   -0 21 14.6
 GR1518;SPC NV E     - 8,151,551.305   310,971.737   MT  1.00005169   +0 43 35.3
 GR1518;SPC NV E     -26,743,881.24  1,020,246.44   sFT  1.00005169   +0 43 35.3
 GR1518;UTM  11      - 3,999,372.519   738,465.619   MT  1.00030073   +1 33 43.3
 GR1518
 GR1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1518!SPC AZ W     -   0.99993269  x   0.99996937  =   0.99990206
 GR1518!SPC NV E     -   0.99993269  x   1.00005169  =   0.99998437
 GR1518!UTM  11      -   0.99993269  x   1.00030073  =   1.00023340
 GR1518
 GR1518:                Primary Azimuth Mark                     Grid Az
 GR1518:SPC AZ W     -  A 31                                     218 37 56.3
 GR1518:SPC NV E     -  A 31                                     217 33 06.4
 GR1518:UTM  11      -  A 31                                     216 42 58.4
 GR1518
 GR1518|---------------------------------------------------------------------|
 GR1518| PID    Reference Object                     Distance      Geod. Az  |
 GR1518|                                                           dddmmss.s |
 GR1518| GR1519 A 31                                APPROX. 2.0 KM 2181641.7 |
 GR1518|---------------------------------------------------------------------|
 GR1518
 GR1518                          SUPERSEDED SURVEY CONTROL
 GR1518
 GR1518  NAD 83(1986)-  36 06 35.11076(N)    114 21 02.68846(W) AD(       ) 3
 GR1518  NGVD 29 (06/27/88)  456.0    (m)         1496.     (f) VERT ANG       
 GR1518
 GR1518.Superseded values are not recommended for survey control.
 GR1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1518.See file dsdata.txt to determine how the superseded data were derived.
 GR1518
 GR1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3846699373(NAD 83)
 GR1518_MARKER: DS = TRIANGULATION STATION DISK
 GR1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1518
 GR1518  HISTORY     - Date     Condition        Report By
 GR1518  HISTORY     - 1948     MONUMENTED       USGS
 GR1518
 GR1518                          STATION DESCRIPTION
 GR1518
 GR1518'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1518'LOCATED ABOUT 2 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.  ON TOP
 GR1518'OF LIGHT-COLORED HILL, ABOUT 200 FT. ABOVE HIGH WATER MARK.
 GR1518'
 GR1518'TO REACH NOT GIVEN.
 GR1518'
 GR1518'STATION MARK--STANDARD TABLET STAMPED---A30 1948---, WELDED TO
 GR1518'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GR1518'
 GR1518'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1123 ***********************************************************************
 CZ1123  DESIGNATION -  A 300
 CZ1123  PID         -  CZ1123
 CZ1123  STATE/COUNTY-  AZ/PINAL
 CZ1123  USGS QUAD   -  STANFIELD (1992)
 CZ1123
 CZ1123                         *CURRENT SURVEY CONTROL
 CZ1123  ___________________________________________________________________
 CZ1123* NAD 83(1986)-  32 57 09.     (N)    111 59 47.     (W)     SCALED    
 CZ1123* NAVD 88     -       381.04   (+/-2cm)    1250.1    (feet)  VERTCON   
 CZ1123  ___________________________________________________________________
 CZ1123  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1123
 CZ1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1123
 CZ1123.The horizontal coordinates were scaled from a topographic map and have
 CZ1123.an estimated accuracy of +/- 6 seconds.
 CZ1123
 CZ1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1123.The vertical order pertains to the NGVD 29 superseded value.
 CZ1123
 CZ1123.The geoid height was determined by GEOID03.
 CZ1123
 CZ1123;                    North         East    Units  Estimated Accuracy
 CZ1123;SPC AZ C     -   216,490.      205,910.      MT  (+/- 180 meters Scaled)
 CZ1123
 CZ1123                          SUPERSEDED SURVEY CONTROL
 CZ1123
 CZ1123  NGVD 29 (??/??/92)  380.496  (m)         1248.34   (f) ADJ UNCH    2 0
 CZ1123
 CZ1123.Superseded values are not recommended for survey control.
 CZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1123.See file dsdata.txt to determine how the superseded data were derived.
 CZ1123
 CZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068464(NAD 83)
 CZ1123_MARKER: DB = BENCH MARK DISK
 CZ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1123_STAMPING: A 300 1952
 CZ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1123+STABILITY: SURFACE MOTION
 CZ1123
 CZ1123  HISTORY     - Date     Condition        Report By
 CZ1123  HISTORY     - 1952     MONUMENTED       CGS
 CZ1123  HISTORY     - 1975     GOOD             DOD
 CZ1123
 CZ1123                          STATION DESCRIPTION
 CZ1123
 CZ1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1123'7.4 MI NW FROM STANFIELD.
 CZ1123'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1123'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1123'0.8 MILE NORTH ALONG A GRAVEL ROAD AT THE T JUNCTION OF A TRACK ROAD
 CZ1123'LEADING EAST, ABOUT 85 YARDS NORTHEAST OF THE ELEVATED WATER TANK FOR
 CZ1123'A FARM LABOR CAMP, 64 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 CZ1123'17 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 2.7 FEET WEST OF A
 CZ1123'POWER LINE POLE WITH TWO GUY WIRES, 2.1 FEET EAST OF A WITNESS POST,
 CZ1123'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ1123'GROUND, AND ABOUT LEVEL WITH THE GRADED ROAD.
 CZ1123
 CZ1123                          STATION RECOVERY (1975)
 CZ1123
 CZ1123'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 CZ1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0656 ***********************************************************************
 CZ0656  DESIGNATION -  A 301
 CZ0656  PID         -  CZ0656
 CZ0656  STATE/COUNTY-  AZ/PIMA
 CZ0656  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0656
 CZ0656                         *CURRENT SURVEY CONTROL
 CZ0656  ___________________________________________________________________
 CZ0656* NAD 83(1986)-  32 26 01.     (N)    111 23 20.     (W)     SCALED    
 CZ0656* NAVD 88     -       625.22   (+/-2cm)    2051.2    (feet)  VERTCON   
 CZ0656  ___________________________________________________________________
 CZ0656  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0656
 CZ0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0656
 CZ0656.The horizontal coordinates were scaled from a topographic map and have
 CZ0656.an estimated accuracy of +/- 6 seconds.
 CZ0656
 CZ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0656.The vertical order pertains to the NGVD 29 superseded value.
 CZ0656
 CZ0656.The geoid height was determined by GEOID03.
 CZ0656
 CZ0656;                    North         East    Units  Estimated Accuracy
 CZ0656;SPC AZ C     -   159,070.      262,990.      MT  (+/- 180 meters Scaled)
 CZ0656
 CZ0656                          SUPERSEDED SURVEY CONTROL
 CZ0656
 CZ0656  NGVD 29 (??/??/92)  624.688  (m)         2049.50   (f) ADJ UNCH    2 0
 CZ0656
 CZ0656.Superseded values are not recommended for survey control.
 CZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0656.See file dsdata.txt to determine how the superseded data were derived.
 CZ0656
 CZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA634885(NAD 83)
 CZ0656_MARKER: DB = BENCH MARK DISK
 CZ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0656_STAMPING: A 301 1951
 CZ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0656+STABILITY: SURFACE MOTION
 CZ0656
 CZ0656  HISTORY     - Date     Condition        Report By
 CZ0656  HISTORY     - 1951     MONUMENTED       CGS
 CZ0656
 CZ0656                          STATION DESCRIPTION
 CZ0656
 CZ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0656'24.9 MI W FROM RILLITO.
 CZ0656'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0656'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0656'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0656'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0656'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0656'TO THE MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0656'TO AN INTERSECTION, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD TO AN
 CZ0656'INTERSECTION, THENCE 0.6 MILE WEST ALONG A DIRT ROAD TO A CATTLE
 CZ0656'GUARD, THENCE 0.55 MILE NORTHWEST ALONG THE NORTHEAST EDGE OF THE
 CZ0656'AIRPORT MARANA NO 5, NEAR THE NORTH CORNER OF MARANA NO 5 AIRPORT, 117
 CZ0656'1/2 FEET SOUTHEAST OF THE NORTH CORNER OF BLACK TOP OF THE AIRPORT,
 CZ0656'41.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE AIRPORT, 2.7 FEET
 CZ0656'SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE AIRPORT, AND SET
 CZ0656'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0426 ***********************************************************************
 CG0426  DESIGNATION -  A 302
 CG0426  PID         -  CG0426
 CG0426  STATE/COUNTY-  AZ/PIMA
 CG0426  USGS QUAD   -  FRESNO WASH (1982)
 CG0426
 CG0426                         *CURRENT SURVEY CONTROL
 CG0426  ___________________________________________________________________
 CG0426* NAD 83(1986)-  31 46 35.     (N)    111 27 48.     (W)     SCALED    
 CG0426* NAVD 88     -      1014.94   (+/-2cm)    3329.8    (feet)  VERTCON   
 CG0426  ___________________________________________________________________
 CG0426  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0426
 CG0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0426
 CG0426.The horizontal coordinates were scaled from a topographic map and have
 CG0426.an estimated accuracy of +/- 6 seconds.
 CG0426
 CG0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0426.The vertical order pertains to the NGVD 29 superseded value.
 CG0426
 CG0426.The geoid height was determined by GEOID03.
 CG0426
 CG0426;                    North         East    Units  Estimated Accuracy
 CG0426;SPC AZ C     -    86,160.      256,300.      MT  (+/- 180 meters Scaled)
 CG0426
 CG0426                          SUPERSEDED SURVEY CONTROL
 CG0426
 CG0426  NGVD 29 (??/??/92) 1014.174  (m)         3327.34   (f) ADJ UNCH    2 0
 CG0426
 CG0426.Superseded values are not recommended for survey control.
 CG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0426.See file dsdata.txt to determine how the superseded data were derived.
 CG0426
 CG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA561157(NAD 83)
 CG0426_MARKER: DB = BENCH MARK DISK
 CG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0426_STAMPING: A 302 1951
 CG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0426+STABILITY: SURFACE MOTION
 CG0426
 CG0426  HISTORY     - Date     Condition        Report By
 CG0426  HISTORY     - 1951     MONUMENTED       CGS
 CG0426  HISTORY     - 1977     GOOD             USGS
 CG0426  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0426
 CG0426                          STATION DESCRIPTION
 CG0426
 CG0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0426'24.4 MI S FROM THREE POINTS.
 CG0426'24.4 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0426'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 9.4 MILES SOUTHWEST OF
 CG0426'THE PALO ALTO RANCH, ALSO 21.40 MILES NORTH ALONG THREE POINTS SASABE
 CG0426'ROAD FROM THE SCHOOL HOUSE AT SASABE, AND ABOUT 160 FEET SOUTHEAST OF
 CG0426'A POWER LINE POLE, 107 1/2 FEET NORTHEAST OF THE CENTER OF THE ROAD
 CG0426'AND A SMALL WASH CROSSING THE ROAD, 42 1/2 FEET SOUTHEAST OF THE
 CG0426'CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF THE WITNESS POST AND ABOUT
 CG0426'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0426'0.4 FOOT ABOVE THE GROUND.
 CG0426
 CG0426                          STATION RECOVERY (1977)
 CG0426
 CG0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0426'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0426'286.
 CG0426
 CG0426                          STATION RECOVERY (2001)
 CG0426
 CG0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1310 ***********************************************************************
 CZ1310  DESIGNATION -  A 304
 CZ1310  PID         -  CZ1310
 CZ1310  STATE/COUNTY-  AZ/PINAL
 CZ1310  USGS QUAD   -  ELOY NW (1981)
 CZ1310
 CZ1310                         *CURRENT SURVEY CONTROL
 CZ1310  ___________________________________________________________________
 CZ1310* NAD 83(1986)-  32 38 46.     (N)    111 39 16.     (W)     SCALED    
 CZ1310* NAVD 88     -       482.44   (+/-2cm)    1582.8    (feet)  VERTCON   
 CZ1310  ___________________________________________________________________
 CZ1310  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1310
 CZ1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1310
 CZ1310.The horizontal coordinates were scaled from a topographic map and have
 CZ1310.an estimated accuracy of +/- 6 seconds.
 CZ1310
 CZ1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1310.The vertical order pertains to the NGVD 29 superseded value.
 CZ1310
 CZ1310.The geoid height was determined by GEOID03.
 CZ1310
 CZ1310;                    North         East    Units  Estimated Accuracy
 CZ1310;SPC AZ C     -   182,540.      237,960.      MT  (+/- 180 meters Scaled)
 CZ1310
 CZ1310                          SUPERSEDED SURVEY CONTROL
 CZ1310
 CZ1310  NGVD 29 (??/??/92)  481.883  (m)         1580.98   (f) ADJ UNCH    2 0
 CZ1310
 CZ1310.Superseded values are not recommended for survey control.
 CZ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1310.See file dsdata.txt to determine how the superseded data were derived.
 CZ1310
 CZ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386122(NAD 83)
 CZ1310_MARKER: DB = BENCH MARK DISK
 CZ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1310_STAMPING: A 304 1951
 CZ1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1310+STABILITY: SURFACE MOTION
 CZ1310
 CZ1310  HISTORY     - Date     Condition        Report By
 CZ1310  HISTORY     - 1951     MONUMENTED       CGS
 CZ1310  HISTORY     - 1966     POOR             DOD
 CZ1310  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1310
 CZ1310                          STATION DESCRIPTION
 CZ1310
 CZ1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1310'12.2 MI S FROM TOLTEC.
 CZ1310'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1310'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1310'HIGHWAY, THENCE 2 MILES WEST ALONG PRETZER ROAD AT A NORTH-SOUTH DIRT
 CZ1310'ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF PRETZER ROAD, 20
 CZ1310'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 3.6 FEET EAST OF A
 CZ1310'FENCE CORNER , 1.9 FEET SOUTH OF A FENCE LINE, 1.9 FEET WEST OF THE
 CZ1310'WITNESS POST, AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE
 CZ1310'POST PROJECTING 0.4 FOOT.  NOTE-- CHIPPED AND TILTED ABOUT 2 DEG.-3
 CZ1310'DEG.  WITNESS POST MISSING.
 CZ1310
 CZ1310                          STATION RECOVERY (1966)
 CZ1310
 CZ1310'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1310'MARK RECOVERED IN POOR CONDITION.
 CZ1310
 CZ1310                          STATION RECOVERY (1977)
 CZ1310
 CZ1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0684 ***********************************************************************
 CZ0684  DESIGNATION -  A 305
 CZ0684  PID         -  CZ0684
 CZ0684  STATE/COUNTY-  AZ/PIMA
 CZ0684  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0684
 CZ0684                         *CURRENT SURVEY CONTROL
 CZ0684  ___________________________________________________________________
 CZ0684* NAD 83(1986)-  32 18 38.     (N)    111 29 01.     (W)     SCALED    
 CZ0684* NAVD 88     -       710.70   (+/-2cm)    2331.7    (feet)  VERTCON   
 CZ0684  ___________________________________________________________________
 CZ0684  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0684
 CZ0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0684
 CZ0684.The horizontal coordinates were scaled from a topographic map and have
 CZ0684.an estimated accuracy of +/- 6 seconds.
 CZ0684
 CZ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0684.The vertical order pertains to the NGVD 29 superseded value.
 CZ0684
 CZ0684.The geoid height was determined by GEOID03.
 CZ0684
 CZ0684;                    North         East    Units  Estimated Accuracy
 CZ0684;SPC AZ C     -   145,380.      254,140.      MT  (+/- 180 meters Scaled)
 CZ0684
 CZ0684                          SUPERSEDED SURVEY CONTROL
 CZ0684
 CZ0684  NGVD 29 (??/??/92)  710.102  (m)         2329.73   (f) ADJ UNCH    2 0
 CZ0684
 CZ0684.Superseded values are not recommended for survey control.
 CZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0684.See file dsdata.txt to determine how the superseded data were derived.
 CZ0684
 CZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA544749(NAD 83)
 CZ0684_MARKER: DB = BENCH MARK DISK
 CZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0684_STAMPING: A 305 1951
 CZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0684+STABILITY: SURFACE MOTION
 CZ0684
 CZ0684  HISTORY     - Date     Condition        Report By
 CZ0684  HISTORY     - 1951     MONUMENTED       CGS
 CZ0684
 CZ0684                          STATION DESCRIPTION
 CZ0684
 CZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0684'12.0 MI SE FROM SILVER BELL.
 CZ0684'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0684'SILVER BELL, THENCE 11.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 2.4 MILE
 CZ0684'NORTHWEST OF THE FINCH RANCH, 0.6 MILE WEST OF THE PAPAGO INDIAN
 CZ0684'RESERVATION BOUNDARY FENCE, 0.2 MILE SOUTHEAST OF A Y JUNCTION OF A
 CZ0684'TRACK ROAD LEADING EAST, 0.05 MILE WEST OF A Y JUNCTION OF A TRACK
 CZ0684'ROAD LEADING SOUTHWEST, 43 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 CZ0684'THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 CZ0684'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0684'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0645 ***********************************************************************
 CG0645  DESIGNATION -  A 306
 CG0645  PID         -  CG0645
 CG0645  STATE/COUNTY-  AZ/PIMA
 CG0645  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0645
 CG0645                         *CURRENT SURVEY CONTROL
 CG0645  ___________________________________________________________________
 CG0645* NAD 83(1986)-  31 57 15.     (N)    111 42 09.     (W)     SCALED    
 CG0645* NAVD 88     -       905.08   (+/-2cm)    2969.4    (feet)  VERTCON   
 CG0645  ___________________________________________________________________
 CG0645  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0645
 CG0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0645
 CG0645.The horizontal coordinates were scaled from a topographic map and have
 CG0645.an estimated accuracy of +/- 6 seconds.
 CG0645
 CG0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0645.The vertical order pertains to the NGVD 29 superseded value.
 CG0645
 CG0645.The geoid height was determined by GEOID03.
 CG0645
 CG0645;                    North         East    Units  Estimated Accuracy
 CG0645;SPC AZ C     -   105,810.      233,610.      MT  (+/- 180 meters Scaled)
 CG0645
 CG0645                          SUPERSEDED SURVEY CONTROL
 CG0645
 CG0645  NGVD 29 (??/??/92)  904.329  (m)         2966.95   (f) ADJ UNCH    2 0
 CG0645
 CG0645.Superseded values are not recommended for survey control.
 CG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0645.See file dsdata.txt to determine how the superseded data were derived.
 CG0645
 CG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA336355(NAD 83)
 CG0645_MARKER: DB = BENCH MARK DISK
 CG0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0645_STAMPING: A 306 1952
 CG0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0645+STABILITY: SURFACE MOTION
 CG0645
 CG0645  HISTORY     - Date     Condition        Report By
 CG0645  HISTORY     - 1952     MONUMENTED       CGS
 CG0645
 CG0645                          STATION DESCRIPTION
 CG0645
 CG0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0645'16.35 MI E FROM SELLS.
 CG0645'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0645'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 3.25 MILES
 CG0645'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.55 MILE SOUTH OF A
 CG0645'CATTLE GUARD, 0.15 NORTH OF A LARGE WASH AT THE BASE OF A GRADE, AT A
 CG0645'TURN IN THE ROAD TO THE SOUTH, 102.5 FEET NORTHEAST ACROSS THE ROAD
 CG0645'FROM A (USGS) STEEL ROD, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CG0645'THE ROAD, 2.3 FEET NORTH OF THE WITNESS POST, AND SET IN THE TOP OF A
 CG0645'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0799 ***********************************************************************
 CG0799  DESIGNATION -  A 307
 CG0799  PID         -  CG0799
 CG0799  STATE/COUNTY-  AZ/PIMA
 CG0799  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0799
 CG0799                         *CURRENT SURVEY CONTROL
 CG0799  ___________________________________________________________________
 CG0799* NAD 83(1986)-  31 49 33.     (N)    111 38 22.     (W)     SCALED    
 CG0799* NAVD 88     -       987.62   (+/-2cm)    3240.2    (feet)  VERTCON   
 CG0799  ___________________________________________________________________
 CG0799  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0799
 CG0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0799
 CG0799.The horizontal coordinates were scaled from a topographic map and have
 CG0799.an estimated accuracy of +/- 6 seconds.
 CG0799
 CG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0799.The vertical order pertains to the NGVD 29 superseded value.
 CG0799
 CG0799.The geoid height was determined by GEOID03.
 CG0799
 CG0799;                    North         East    Units  Estimated Accuracy
 CG0799;SPC AZ C     -    91,590.      239,600.      MT  (+/- 180 meters Scaled)
 CG0799
 CG0799                          SUPERSEDED SURVEY CONTROL
 CG0799
 CG0799  NGVD 29 (??/??/92)  986.827  (m)         3237.61   (f) ADJ UNCH    2 0
 CG0799
 CG0799.Superseded values are not recommended for survey control.
 CG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0799.See file dsdata.txt to determine how the superseded data were derived.
 CG0799
 CG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394213(NAD 83)
 CG0799_MARKER: DB = BENCH MARK DISK
 CG0799_SETTING: 66 = SET IN ROCK OUTCROP
 CG0799_SP_SET: ROCK OUTCROP
 CG0799_STAMPING: A 307 1952
 CG0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0799+STABILITY: POSITION/ELEVATION WELL
 CG0799
 CG0799  HISTORY     - Date     Condition        Report By
 CG0799  HISTORY     - 1952     MONUMENTED       CGS
 CG0799
 CG0799                          STATION DESCRIPTION
 CG0799
 CG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0799'12.7 MI E FROM TOPAWA MISSION.
 CG0799'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0799'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0799'THENCE 1.0 MILE EAST ALONG THE FRESNAL CANYON ROAD, SET IN THE TOP OF
 CG0799'A LARGE OUTCROP ON THE NORTHEAST EDGE OF A WASH, 0.45 MILE EAST OF THE
 CG0799'WINDMILL AND WATER TANK, 0.1 MILE NORTHWEST OF THE Y JUNCTION OF A
 CG0799'ROAD LEADING SOUTHEAST, 53.8 FEET SOUTH OF A UNITED STATES GEOLOGICAL
 CG0799'SURVEY CHISELED SQUARE 3239.6, 39 1/2 FEET SOUTHWEST OF THE CENTER
 CG0799'LINE OF THE ROAD, 10 FEET NORTHEAST OF THE CENTER OF THE WASH, AND
 CG0799'ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0102 ***********************************************************************
 CH0102  DESIGNATION -  A 308
 CH0102  PID         -  CH0102
 CH0102  STATE/COUNTY-  AZ/PIMA
 CH0102  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0102
 CH0102                         *CURRENT SURVEY CONTROL
 CH0102  ___________________________________________________________________
 CH0102* NAD 83(1986)-  31 56 27.     (N)    112 59 58.     (W)     SCALED    
 CH0102* NAVD 88     -       347.91   (+/-2cm)    1141.4    (feet)  VERTCON   
 CH0102  ___________________________________________________________________
 CH0102  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CH0102
 CH0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0102
 CH0102.The horizontal coordinates were scaled from a topographic map and have
 CH0102.an estimated accuracy of +/- 6 seconds.
 CH0102
 CH0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0102.The vertical order pertains to the NGVD 29 superseded value.
 CH0102
 CH0102.The geoid height was determined by GEOID03.
 CH0102
 CH0102;                    North         East    Units  Estimated Accuracy
 CH0102;SPC AZ C     -   104,820.      110,990.      MT  (+/- 180 meters Scaled)
 CH0102
 CH0102                          SUPERSEDED SURVEY CONTROL
 CH0102
 CH0102  NGVD 29 (??/??/92)  347.207  (m)         1139.13   (f) ADJ UNCH    2 0
 CH0102
 CH0102.Superseded values are not recommended for survey control.
 CH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0102.See file dsdata.txt to determine how the superseded data were derived.
 CH0102
 CH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA110356(NAD 83)
 CH0102_MARKER: DB = BENCH MARK DISK
 CH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0102_STAMPING: A 308 1952
 CH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0102+STABILITY: SURFACE MOTION
 CH0102
 CH0102  HISTORY     - Date     Condition        Report By
 CH0102  HISTORY     - 1952     MONUMENTED       CGS
 CH0102
 CH0102                          STATION DESCRIPTION
 CH0102
 CH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0102'14.0 MI NW FROM LUKEVILLE.
 CH0102'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0102'LUKEVILLE TO ROAD JUNCTION, THENCE 13.05 MILES WEST ALONG THE
 CH0102'QUITOVOQUITO ROAD, 1.0 MILE SOUTHEAST OF Y JUNCTION OF ROAD TO
 CH0102'QUITOVOQUITO AND AJO, 127 FEET EAST OF THE CENTER OF THE ROAD AND A
 CH0102'SMALL WASH, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.3 FEET
 CH0102'SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND
 CH0102'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0437 ***********************************************************************
 DA0437  DESIGNATION -  A 309
 DA0437  PID         -  DA0437
 DA0437  STATE/COUNTY-  AZ/PIMA
 DA0437  USGS QUAD   -  KINO PEAK (1990)
 DA0437
 DA0437                         *CURRENT SURVEY CONTROL
 DA0437  ___________________________________________________________________
 DA0437* NAD 83(1986)-  32 04 04.     (N)    112 53 25.     (W)     SCALED    
 DA0437* NAVD 88     -       492.59   (+/-2cm)    1616.1    (feet)  VERTCON   
 DA0437  ___________________________________________________________________
 DA0437  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DA0437
 DA0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0437
 DA0437.The horizontal coordinates were scaled from a topographic map and have
 DA0437.an estimated accuracy of +/- 6 seconds.
 DA0437
 DA0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0437.The vertical order pertains to the NGVD 29 superseded value.
 DA0437
 DA0437.The geoid height was determined by GEOID03.
 DA0437
 DA0437;                    North         East    Units  Estimated Accuracy
 DA0437;SPC AZ C     -   118,800.      121,440.      MT  (+/- 180 meters Scaled)
 DA0437
 DA0437                          SUPERSEDED SURVEY CONTROL
 DA0437
 DA0437  NGVD 29 (??/??/92)  491.864  (m)         1613.72   (f) ADJ UNCH    2 0
 DA0437
 DA0437.Superseded values are not recommended for survey control.
 DA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0437.See file dsdata.txt to determine how the superseded data were derived.
 DA0437
 DA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA215495(NAD 83)
 DA0437_MARKER: DB = BENCH MARK DISK
 DA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0437_STAMPING: A 309 1952
 DA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0437+STABILITY: SURFACE MOTION
 DA0437
 DA0437  HISTORY     - Date     Condition        Report By
 DA0437  HISTORY     - 1952     MONUMENTED       CGS
 DA0437
 DA0437                          STATION DESCRIPTION
 DA0437
 DA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0437'29 MI NW FROM LUKEVILLE.
 DA0437'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0437'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0437'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0437'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0437'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 5.85 MILES
 DA0437'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, ON A LOW
 DA0437'RIDGE BETWEEN TWO WASHES RUNNING NORTH AND SOUTH, 104 1/2 FEET EAST
 DA0437'ACROSS THE ROAD FROM THE EAST BANK OF A WASH, 80 FEET WEST OF THE WEST
 DA0437'BANK OF A WASH, 35 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0437'2.3 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 DA0437'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0473 ***********************************************************************
 ES0473  DESIGNATION -  A 31
 ES0473  PID         -  ES0473
 ES0473  STATE/COUNTY-  AZ/YAVAPAI
 ES0473  USGS QUAD   -  CORNVILLE (1968)
 ES0473
 ES0473                         *CURRENT SURVEY CONTROL
 ES0473  ___________________________________________________________________
 ES0473* NAD 83(1986)-  34 40 03.     (N)    111 58 40.     (W)     SCALED    
 ES0473* NAVD 88     -      1045.254  (meters)    3429.30   (feet)  ADJUSTED  
 ES0473  ___________________________________________________________________
 ES0473  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0473  DYNAMIC HT  -        1043.931 (meters)    3424.96  (feet)  COMP
 ES0473  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 ES0473
 ES0473  VERT ORDER  -  FIRST     CLASS II
 ES0473
 ES0473.The horizontal coordinates were scaled from a topographic map and have
 ES0473.an estimated accuracy of +/- 6 seconds.
 ES0473
 ES0473.The orthometric height was determined by differential leveling
 ES0473.and adjusted by the National Geodetic Survey in June 1991..
 ES0473
 ES0473.The geoid height was determined by GEOID03.
 ES0473
 ES0473.The dynamic height is computed by dividing the NAVD 88
 ES0473.geopotential number by the normal gravity value computed on the
 ES0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0473.degrees latitude (g = 980.6199 gals.).
 ES0473
 ES0473.The modeled gravity was interpolated from observed gravity values.
 ES0473
 ES0473;                    North         East    Units  Estimated Accuracy
 ES0473;SPC AZ C     -   406,690.      207,760.      MT  (+/- 180 meters Scaled)
 ES0473
 ES0473                          SUPERSEDED SURVEY CONTROL
 ES0473
 ES0473  NGVD 29 (??/??/92) 1044.517  (m)         3426.89   (f) ADJ UNCH    1 2
 ES0473
 ES0473.Superseded values are not recommended for survey control.
 ES0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0473.See file dsdata.txt to determine how the superseded data were derived.
 ES0473
 ES0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD104366(NAD 83)
 ES0473_MARKER: DB = BENCH MARK DISK
 ES0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0473+STABILITY: SURFACE MOTION
 ES0473
 ES0473  HISTORY     - Date     Condition        Report By
 ES0473  HISTORY     - UNK      MONUMENTED       CGS
 ES0473  HISTORY     - 1933     GOOD             NGS
 ES0473
 ES0473                          STATION DESCRIPTION
 ES0473
 ES0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0473'7.7 MI SE FROM COTTONWOOD.
 ES0473'CONCRETE POST, AT SIDE OF HIGHWAY, 0.3 MILES SOUTHEAST OF RANCH HOUSE
 ES0473'AND BOTTOM OF GULCH, SUMMIT OF GRADE, ON FLAT TOPPED RIDGE, 60 FEET
 ES0473'SOUTHWEST OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0015 ***********************************************************************
 GP0015  DESIGNATION -  A 31
 GP0015  PID         -  GP0015
 GP0015  STATE/COUNTY-  AZ/NAVAJO
 GP0015  USGS QUAD   -  KAYENTA EAST (1968)
 GP0015
 GP0015                         *CURRENT SURVEY CONTROL
 GP0015  ___________________________________________________________________
 GP0015* NAD 83(1986)-  36 44 31.     (N)    110 13 58.     (W)     SCALED    
 GP0015* NAVD 88     -      1704.430  (meters)    5591.95   (feet)  ADJUSTED  
 GP0015  ___________________________________________________________________
 GP0015  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GP0015  DYNAMIC HT  -        1702.373 (meters)    5585.20  (feet)  COMP
 GP0015  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 GP0015
 GP0015  VERT ORDER  -  FIRST     CLASS II
 GP0015
 GP0015.The horizontal coordinates were scaled from a topographic map and have
 GP0015.an estimated accuracy of +/- 6 seconds.
 GP0015
 GP0015.The orthometric height was determined by differential leveling
 GP0015.and adjusted by the National Geodetic Survey in June 1991..
 GP0015
 GP0015.The geoid height was determined by GEOID03.
 GP0015
 GP0015.The dynamic height is computed by dividing the NAVD 88
 GP0015.geopotential number by the normal gravity value computed on the
 GP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0015.degrees latitude (g = 980.6199 gals.).
 GP0015
 GP0015.The modeled gravity was interpolated from observed gravity values.
 GP0015
 GP0015;                    North         East    Units  Estimated Accuracy
 GP0015;SPC AZ E     -   636,840.      207,460.      MT  (+/- 180 meters Scaled)
 GP0015
 GP0015                          SUPERSEDED SURVEY CONTROL
 GP0015
 GP0015  NGVD 29 (??/??/92) 1703.474  (m)         5588.81   (f) ADJ UNCH    1 2
 GP0015
 GP0015.Superseded values are not recommended for survey control.
 GP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0015.See file dsdata.txt to determine how the superseded data were derived.
 GP0015
 GP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF684665(NAD 83)
 GP0015_MARKER: DB = BENCH MARK DISK
 GP0015_SETTING: 66 = SET IN ROCK OUTCROP
 GP0015_SP_SET: SANDSTONE OUTCROP
 GP0015_STAMPING: 5588.814 A 31 1933
 GP0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0015+STABILITY: POSITION/ELEVATION WELL
 GP0015
 GP0015  HISTORY     - Date     Condition        Report By
 GP0015  HISTORY     - 1933     MONUMENTED       CGS
 GP0015  HISTORY     - 1952     MARK NOT FOUND   NGS
 GP0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0015
 GP0015                          STATION DESCRIPTION
 GP0015
 GP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GP0015'2.4 MI NE FROM KAYENTA.
 GP0015'2.4 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0015'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, AT A PROMINENT
 GP0015'SANDSTONE OUTCROP ENDING NEAR THE ROAD, 15 FEET FROM THE CENTERLINE OF
 GP0015'THE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE OUTCROP, AND 3 FEET
 GP0015'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5588.814 A 31 1933.
 GP0015
 GP0015                          STATION RECOVERY (1983)
 GP0015
 GP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1519 ***********************************************************************
 GR1519  DESIGNATION -  A 31
 GR1519  PID         -  GR1519
 GR1519  STATE/COUNTY-  AZ/MOHAVE
 GR1519  USGS QUAD   -  THE TEMPLE (1983)
 GR1519
 GR1519                         *CURRENT SURVEY CONTROL
 GR1519  ___________________________________________________________________
 GR1519* NAD 83(1992)-  36 05 43.46517(N)    114 21 52.91893(W)     ADJUSTED  
 GR1519* NAVD 88     -       497.6    (meters)    1633.     (feet)  VERTCON   
 GR1519  ___________________________________________________________________
 GR1519  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 GR1519  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1519
 GR1519  HORZ ORDER  -  THIRD
 GR1519
 GR1519.The horizontal coordinates were established by classical geodetic methods
 GR1519.and adjusted by the National Geodetic Survey in August 1993..
 GR1519
 GR1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1519
 GR1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1519
 GR1519.The geoid height was determined by GEOID03.
 GR1519
 GR1519;                    North         East     Units Scale Factor Converg.
 GR1519;SPC AZ W     -   565,291.954   158,006.605   MT  0.99997107   -0 21 43.7
 GR1519;SPC AZ W     - 1,854,632.40    518,394.37   iFT  0.99997107   -0 21 43.7
 GR1519;SPC NV E     - 8,149,943.335   309,735.583   MT  1.00004833   +0 43 04.8
 GR1519;SPC NV E     -26,738,605.76  1,016,190.83   sFT  1.00004833   +0 43 04.8
 GR1519;UTM  11      - 3,997,746.294   737,252.741   MT  1.00029362   +1 33 11.7
 GR1519
 GR1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1519!SPC AZ W     -   0.99992626  x   0.99997107  =   0.99989734
 GR1519!SPC NV E     -   0.99992626  x   1.00004833  =   0.99997459
 GR1519!UTM  11      -   0.99992626  x   1.00029362  =   1.00021986
 GR1519
 GR1519:                Primary Azimuth Mark                     Grid Az
 GR1519:SPC AZ W     -  A 28                                     308 13 28.9
 GR1519:SPC NV E     -  A 28                                     307 08 40.4
 GR1519:UTM  11      -  A 28                                     306 18 33.5
 GR1519
 GR1519|---------------------------------------------------------------------|
 GR1519| PID    Reference Object                     Distance      Geod. Az  |
 GR1519|                                                           dddmmss.s |
 GR1519| GR1513 A 28                                APPROX. 2.5 KM 3075145.2 |
 GR1519|---------------------------------------------------------------------|
 GR1519
 GR1519                          SUPERSEDED SURVEY CONTROL
 GR1519
 GR1519  NAD 83(1986)-  36 05 43.45457(N)    114 21 52.91233(W) AD(       ) 3
 GR1519  NGVD 29 (06/27/88)  497.0    (m)         1631.     (f) VERT ANG       
 GR1519
 GR1519.Superseded values are not recommended for survey control.
 GR1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1519.See file dsdata.txt to determine how the superseded data were derived.
 GR1519
 GR1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3725397746(NAD 83)
 GR1519_MARKER: DS = TRIANGULATION STATION DISK
 GR1519_SETTING: 80 = SET IN A BOULDER
 GR1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1519+STABILITY: SURFACE MOTION
 GR1519
 GR1519  HISTORY     - Date     Condition        Report By
 GR1519  HISTORY     - 1948     MONUMENTED       USGS
 GR1519
 GR1519                          STATION DESCRIPTION
 GR1519
 GR1519'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1519'LOCATED ABOUT 2.7 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1519'ABOUT 0.5 MI S. OF PROMINENT BAY AT NAPOLEONS TOMB.  ABOUT 80 FT.
 GR1519'SE. OF 3-FT. HIGH ROCK, ABOUT 400 FT. ABOVE HIGH WATER MARK.
 GR1519'
 GR1519'TO REACH NOT GIVEN.
 GR1519'
 GR1519'STATION MARK--STANDARD TABLET STAMPED---A31 1948---, CEMENTED IN
 GR1519'TOP OF BOULDER IN PLACE.
 GR1519'
 GR1519'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0949 ***********************************************************************
 CZ0949  DESIGNATION -  A 310
 CZ0949  PID         -  CZ0949
 CZ0949  STATE/COUNTY-  AZ/PIMA
 CZ0949  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0949
 CZ0949                         *CURRENT SURVEY CONTROL
 CZ0949  ___________________________________________________________________
 CZ0949* NAD 83(1986)-  32 25 43.     (N)    111 33 28.     (W)     SCALED    
 CZ0949* NAVD 88     -       714.43   (+/-2cm)    2343.9    (feet)  VERTCON   
 CZ0949  ___________________________________________________________________
 CZ0949  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0949
 CZ0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0949
 CZ0949.The horizontal coordinates were scaled from a topographic map and have
 CZ0949.an estimated accuracy of +/- 6 seconds.
 CZ0949
 CZ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0949.The vertical order pertains to the NGVD 29 superseded value.
 CZ0949
 CZ0949.The geoid height was determined by GEOID03.
 CZ0949
 CZ0949;                    North         East    Units  Estimated Accuracy
 CZ0949;SPC AZ C     -   158,450.      247,110.      MT  (+/- 180 meters Scaled)
 CZ0949
 CZ0949                          SUPERSEDED SURVEY CONTROL
 CZ0949
 CZ0949  NGVD 29 (??/??/92)  713.847  (m)         2342.01   (f) ADJ UNCH    2 0
 CZ0949
 CZ0949.Superseded values are not recommended for survey control.
 CZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0949.See file dsdata.txt to determine how the superseded data were derived.
 CZ0949
 CZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA475880(NAD 83)
 CZ0949_MARKER: DB = BENCH MARK DISK
 CZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0949_STAMPING: A 310 1952
 CZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0949+STABILITY: SURFACE MOTION
 CZ0949
 CZ0949  HISTORY     - Date     Condition        Report By
 CZ0949  HISTORY     - 1952     MONUMENTED       CGS
 CZ0949
 CZ0949                          STATION DESCRIPTION
 CZ0949
 CZ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0949'0.7 MI S FROM SILVER BELL.
 CZ0949'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0949'THENCE 0.6 MILE SOUTH ALONG A TRACK ROAD, INSIDE OF THE SOUTH END OF A
 CZ0949'LARGE TRIANGLE FORMED BY THE MAIN ROAD AND A DIM WAGON ROAD LEADING
 CZ0949'EAST TO A WINDMILL, 120 FEET NORTH OF THE SOUTH END OF THE TRIANGLE,
 CZ0949'37 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE
 CZ0949'WAGON ROAD, 21 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 3.4 FEET
 CZ0949'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0949'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1703 ***********************************************************************
 CZ1703  DESIGNATION -  A 311
 CZ1703  PID         -  CZ1703
 CZ1703  STATE/COUNTY-  AZ/PIMA
 CZ1703  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ1703
 CZ1703                         *CURRENT SURVEY CONTROL
 CZ1703  ___________________________________________________________________
 CZ1703* NAD 83(1986)-  32 19 24.     (N)    111 59 56.     (W)     SCALED    
 CZ1703* NAVD 88     -       543.11   (+/-2cm)    1781.9    (feet)  VERTCON   
 CZ1703  ___________________________________________________________________
 CZ1703  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 CZ1703
 CZ1703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1703
 CZ1703.The horizontal coordinates were scaled from a topographic map and have
 CZ1703.an estimated accuracy of +/- 6 seconds.
 CZ1703
 CZ1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1703.The vertical order pertains to the NGVD 29 superseded value.
 CZ1703
 CZ1703.The geoid height was determined by GEOID03.
 CZ1703
 CZ1703;                    North         East    Units  Estimated Accuracy
 CZ1703;SPC AZ C     -   146,720.      205,620.      MT  (+/- 180 meters Scaled)
 CZ1703
 CZ1703                          SUPERSEDED SURVEY CONTROL
 CZ1703
 CZ1703  NGVD 29 (??/??/92)  542.48   (m)         1779.8    (f) COMPUTED    2 0
 CZ1703
 CZ1703.Superseded values are not recommended for survey control.
 CZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1703.See file dsdata.txt to determine how the superseded data were derived.
 CZ1703
 CZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA059767(NAD 83)
 CZ1703_MARKER: DB = BENCH MARK DISK
 CZ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1703_STAMPING: A 311 1952
 CZ1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1703+STABILITY: SURFACE MOTION
 CZ1703
 CZ1703  HISTORY     - Date     Condition        Report By
 CZ1703  HISTORY     - 1952     MONUMENTED       CGS
 CZ1703  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CZ1703
 CZ1703                          STATION DESCRIPTION
 CZ1703
 CZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1703'2.35 MI E FROM SANTA ROSA.
 CZ1703'2.35 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ1703'0.2 MILE NORTHWEST OF AN ADOBE SHED, AT A POINT WHERE THE ROAD CROSSES
 CZ1703'THE SOUTH END OF A CLEARING, ABOUT 40 YARDS NORTHWEST OF THE SOUTHEAST
 CZ1703'EDGE OF A CLEARING, 26 FEET SOUTH OF A CENTER LINE OF AND ABOUT LEVEL
 CZ1703'WITH THE ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST, AND SET IN A
 CZ1703'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ1703
 CZ1703                          STATION RECOVERY (1988)
 CZ1703
 CZ1703'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 CZ1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0067 ***********************************************************************
 CH0067  DESIGNATION -  A 312
 CH0067  PID         -  CH0067
 CH0067  STATE/COUNTY-  AZ/PIMA
 CH0067  USGS QUAD   -  LUKEVILLE (1988)
 CH0067
 CH0067                         *CURRENT SURVEY CONTROL
 CH0067  ___________________________________________________________________
 CH0067* NAD 83(1986)-  31 59 03.     (N)    112 46 25.     (W)     SCALED    
 CH0067* NAVD 88     -       545.16   (+/-2cm)    1788.6    (feet)  VERTCON   
 CH0067  ___________________________________________________________________
 CH0067  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CH0067
 CH0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0067
 CH0067.The horizontal coordinates were scaled from a topographic map and have
 CH0067.an estimated accuracy of +/- 6 seconds.
 CH0067
 CH0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0067.The vertical order pertains to the NGVD 29 superseded value.
 CH0067
 CH0067.The geoid height was determined by GEOID03.
 CH0067
 CH0067;                    North         East    Units  Estimated Accuracy
 CH0067;SPC AZ C     -   109,430.      132,380.      MT  (+/- 180 meters Scaled)
 CH0067
 CH0067                          SUPERSEDED SURVEY CONTROL
 CH0067
 CH0067  NGVD 29 (??/??/92)  544.409  (m)         1786.12   (f) ADJ UNCH    1 2
 CH0067
 CH0067.Superseded values are not recommended for survey control.
 CH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0067.See file dsdata.txt to determine how the superseded data were derived.
 CH0067
 CH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA324400(NAD 83)
 CH0067_MARKER: DB = BENCH MARK DISK
 CH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0067_STAMPING: A 312 1952
 CH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0067+STABILITY: SURFACE MOTION
 CH0067
 CH0067  HISTORY     - Date     Condition        Report By
 CH0067  HISTORY     - 1952     MONUMENTED       CGS
 CH0067  HISTORY     - 1953     GOOD             NGS
 CH0067
 CH0067                          STATION DESCRIPTION
 CH0067
 CH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0067'8.35 MI N FROM LUKEVILLE.
 CH0067'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0067'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 3.15 MILES
 CH0067'NORTH ALONG THE OLD SONOYTA-AJO ROAD, AT THE TOP OF A LOW RIDGE, 163
 CH0067'1/2 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A WASH, 43 1/2
 CH0067'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS
 CH0067'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0067'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0356 ***********************************************************************
 CG0356  DESIGNATION -  A 313
 CG0356  PID         -  CG0356
 CG0356  STATE/COUNTY-  AZ/PIMA
 CG0356  USGS QUAD   -  THE NARROWS (1981)
 CG0356
 CG0356                         *CURRENT SURVEY CONTROL
 CG0356  ___________________________________________________________________
 CG0356* NAD 83(1986)-  31 58 40.     (N)    110 30 52.     (W)     SCALED    
 CG0356* NAVD 88     -      1168.262  (meters)    3832.87   (feet)  ADJUSTED  
 CG0356  ___________________________________________________________________
 CG0356  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0356  DYNAMIC HT  -        1166.535 (meters)    3827.21  (feet)  COMP
 CG0356  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 CG0356
 CG0356  VERT ORDER  -  FIRST     CLASS II
 CG0356
 CG0356.The horizontal coordinates were scaled from a topographic map and have
 CG0356.an estimated accuracy of +/- 6 seconds.
 CG0356
 CG0356.The orthometric height was determined by differential leveling
 CG0356.and adjusted by the National Geodetic Survey in June 1991..
 CG0356
 CG0356.The geoid height was determined by GEOID03.
 CG0356
 CG0356.The dynamic height is computed by dividing the NAVD 88
 CG0356.geopotential number by the normal gravity value computed on the
 CG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0356.degrees latitude (g = 980.6199 gals.).
 CG0356
 CG0356.The modeled gravity was interpolated from observed gravity values.
 CG0356
 CG0356;                    North         East    Units  Estimated Accuracy
 CG0356;SPC AZ C     -   109,260.      345,890.      MT  (+/- 180 meters Scaled)
 CG0356
 CG0356                          SUPERSEDED SURVEY CONTROL
 CG0356
 CG0356  NGVD 29 (??/??/92) 1167.482  (m)         3830.31   (f) ADJ UNCH    1 2
 CG0356
 CG0356.Superseded values are not recommended for survey control.
 CG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0356.See file dsdata.txt to determine how the superseded data were derived.
 CG0356
 CG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA458380(NAD 83)
 CG0356_MARKER: DB = BENCH MARK DISK
 CG0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0356_SP_SET: PIER
 CG0356_STAMPING: A 313 1952
 CG0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0356
 CG0356  HISTORY     - Date     Condition        Report By
 CG0356  HISTORY     - 1952     MONUMENTED       CGS
 CG0356  HISTORY     - 1960     GOOD             NGS
 CG0356  HISTORY     - 1979     GOOD             NGS
 CG0356
 CG0356                          STATION DESCRIPTION
 CG0356
 CG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0356'4.9 MI W FROM MESCAL.
 CG0356'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 CG0356'STATION AT MESCAL, AT THE U.S. HIGHWAY 80 OVERPASS 1019.67, SET
 CG0356'VERTICALLY IN THE EAST FACE OF THE NORTHEAST COLUMN OF THE NORTHWEST
 CG0356'CONCRETE PIER, 9.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET ABOVE
 CG0356'THE GROUND, 1.6 FEET SOUTH OF THE NORTH EDGE OF COLUMN, ABOUT 3 FEET
 CG0356'HIGHER THAN THE TRACKS.
 CG0356
 CG0356                          STATION RECOVERY (1960)
 CG0356
 CG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0356'RECOVERED IN GOOD CONDITION.
 CG0356
 CG0356                          STATION RECOVERY (1979)
 CG0356
 CG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0356'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CG0356'AT MESCAL, AT INTERSTATE 10 AMOLE OVERPASS, BETWEEN THE TWO FREEWAY
 CG0356'BRIDGES, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST COLUMN OF
 CG0356'THE NORTHWEST CONCRETE PIER (FORMER U. S. HIGHWAY 80 OVERPASS
 CG0356'1019.67), 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET SOUTH OF
 CG0356'THE NORTH EDGE OF THE COLUMN AND 4 FEET ABOVE THE GROUND.
 CG0356'THE MARK IS 3 FT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0415 ***********************************************************************
 ES0415  DESIGNATION -  A 314
 ES0415  PID         -  ES0415
 ES0415  STATE/COUNTY-  AZ/YAVAPAI
 ES0415  USGS QUAD   -  DUGAS (1967)
 ES0415
 ES0415                         *CURRENT SURVEY CONTROL
 ES0415  ___________________________________________________________________
 ES0415* NAD 83(1986)-  34 17 10.     (N)    111 57 05.     (W)     SCALED    
 ES0415* NAVD 88     -      1259.85   (+/-2cm)    4133.4    (feet)  VERTCON   
 ES0415  ___________________________________________________________________
 ES0415  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ES0415
 ES0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0415
 ES0415.The horizontal coordinates were scaled from a topographic map and have
 ES0415.an estimated accuracy of +/- 6 seconds.
 ES0415
 ES0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0415.The vertical order pertains to the NGVD 29 superseded value.
 ES0415
 ES0415.The geoid height was determined by GEOID03.
 ES0415
 ES0415;                    North         East    Units  Estimated Accuracy
 ES0415;SPC AZ C     -   364,390.      210,160.      MT  (+/- 180 meters Scaled)
 ES0415
 ES0415                          SUPERSEDED SURVEY CONTROL
 ES0415
 ES0415  NGVD 29 (??/??/92) 1259.136  (m)         4131.02   (f) ADJ UNCH    2 0
 ES0415
 ES0415.Superseded values are not recommended for survey control.
 ES0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0415.See file dsdata.txt to determine how the superseded data were derived.
 ES0415
 ES0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC124942(NAD 83)
 ES0415_MARKER: DB = BENCH MARK DISK
 ES0415_SETTING: 66 = SET IN ROCK OUTCROP
 ES0415_SP_SET: BEDROCK
 ES0415_STAMPING: A 314 1952
 ES0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0415+STABILITY: POSITION/ELEVATION WELL
 ES0415
 ES0415  HISTORY     - Date     Condition        Report By
 ES0415  HISTORY     - 1952     MONUMENTED       CGS
 ES0415
 ES0415                          STATION DESCRIPTION
 ES0415
 ES0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0415'8.2 MI S FROM DUGAS.
 ES0415'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 6.2
 ES0415'MILES SOUTH ALONG A DIM TRACK ROAD, 0.25 MILE EAST OF A DUAL POLED
 ES0415'POWER LINE CROSSING AT THE BOTTOM OF A CANYON, AT THE CROSSING OF A
 ES0415'DRY CREEK, IN THE HIGHEST POINT OF A LARGE BEDROCK ON THE WEST EDGE OF
 ES0415'THE CREEK, 10.8 FEET EAST OF AN 8-INCH TREE, 10 FEET SOUTH OF THE
 ES0415'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0091 ***********************************************************************
 CZ0091  DESIGNATION -  A 315
 CZ0091  PID         -  CZ0091
 CZ0091  STATE/COUNTY-  AZ/PIMA
 CZ0091  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0091
 CZ0091                         *CURRENT SURVEY CONTROL
 CZ0091  ___________________________________________________________________
 CZ0091* NAD 83(1986)-  32 08 07.     (N)    110 43 41.     (W)     SCALED    
 CZ0091* NAVD 88     -       880.45   (+/-2cm)    2888.6    (feet)  VERTCON   
 CZ0091  ___________________________________________________________________
 CZ0091  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CZ0091
 CZ0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0091
 CZ0091.The horizontal coordinates were scaled from a topographic map and have
 CZ0091.an estimated accuracy of +/- 6 seconds.
 CZ0091
 CZ0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0091.The vertical order pertains to the NGVD 29 superseded value.
 CZ0091
 CZ0091.The geoid height was determined by GEOID03.
 CZ0091
 CZ0091;                    North         East    Units  Estimated Accuracy
 CZ0091;SPC AZ C     -   126,490.      325,500.      MT  (+/- 180 meters Scaled)
 CZ0091
 CZ0091                          SUPERSEDED SURVEY CONTROL
 CZ0091
 CZ0091  NGVD 29 (??/??/92)  879.744  (m)         2886.29   (f) ADJ UNCH    1 2
 CZ0091
 CZ0091.Superseded values are not recommended for survey control.
 CZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0091.See file dsdata.txt to determine how the superseded data were derived.
 CZ0091
 CZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA256554(NAD 83)
 CZ0091_MARKER: DB = BENCH MARK DISK
 CZ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0091_STAMPING: A 315 1952
 CZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0091+STABILITY: SURFACE MOTION
 CZ0091
 CZ0091  HISTORY     - Date     Condition        Report By
 CZ0091  HISTORY     - 1952     MONUMENTED       CGS
 CZ0091  HISTORY     - 20031220 MARK NOT FOUND   GEOCAC
 CZ0091
 CZ0091                          STATION DESCRIPTION
 CZ0091
 CZ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0091'IN THUNDERHEAD RANCH.
 CZ0091'AT THE THUNDERHEAD RANCH AIRPORT, AT THE BASE OF THE WINDSOCK, 107
 CZ0091'YARDS SOUTHWEST OF THE WEST CORNER OF THE RANCH HOUSE, 2.6 FEET NORTH
 CZ0091'OF THE NORTH EDGE OF THE EAST-WEST DIRT RUNWAY, 2.6 FEET SOUTHWEST OF
 CZ0091'THE WITNESS POST, 2 FEET EAST OF THE WINDSOCK, AND SET IN A CONCRETE
 CZ0091'POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 CZ0091'RUNWAY.
 CZ0091
 CZ0091                          STATION RECOVERY (2003)
 CZ0091
 CZ0091'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0299 ***********************************************************************
 ET0299  DESIGNATION -  A 316
 ET0299  PID         -  ET0299
 ET0299  STATE/COUNTY-  AZ/YAVAPAI
 ET0299  USGS QUAD   -  MAYER (1974)
 ET0299
 ET0299                         *CURRENT SURVEY CONTROL
 ET0299  ___________________________________________________________________
 ET0299* NAD 83(1986)-  34 22 57.     (N)    112 12 21.     (W)     SCALED    
 ET0299* NAVD 88     -      1270.27   (+/-2cm)    4167.5    (feet)  VERTCON   
 ET0299  ___________________________________________________________________
 ET0299  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0299
 ET0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0299
 ET0299.The horizontal coordinates were scaled from a topographic map and have
 ET0299.an estimated accuracy of +/- 6 seconds.
 ET0299
 ET0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0299.The vertical order pertains to the NGVD 29 superseded value.
 ET0299
 ET0299.The geoid height was determined by GEOID03.
 ET0299
 ET0299;                    North         East    Units  Estimated Accuracy
 ET0299;SPC AZ C     -   375,120.      186,770.      MT  (+/- 180 meters Scaled)
 ET0299
 ET0299                          SUPERSEDED SURVEY CONTROL
 ET0299
 ET0299  NGVD 29 (??/??/92) 1269.510  (m)         4165.05   (f) ADJ UNCH    2 0
 ET0299
 ET0299.Superseded values are not recommended for survey control.
 ET0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0299.See file dsdata.txt to determine how the superseded data were derived.
 ET0299
 ET0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD891052(NAD 83)
 ET0299_MARKER: DB = BENCH MARK DISK
 ET0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0299_SP_SET: CULVERT
 ET0299_STAMPING: A 316 1952
 ET0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0299
 ET0299  HISTORY     - Date     Condition        Report By
 ET0299  HISTORY     - 1952     MONUMENTED       CGS
 ET0299  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 ET0299
 ET0299                          STATION DESCRIPTION
 ET0299
 ET0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0299'2.9 MI SE FROM MAYER.
 ET0299'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0299'MAYER, THENCE 1.1 MILES EAST ALONG A GRADED COUNTY ROAD, ON THE SOUTH
 ET0299'BANK OF BIG BUG CREEK, ON THE TOP AND ABOUT IN THE CENTER OF A 12-FOOT
 ET0299'BY 3-FOOT ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 238 FEET
 ET0299'WEST OF THE WEST END OF A LONG ROCK AND CONCRETE WALL ALONG THE SOUTH
 ET0299'BANK OF THE CREEK, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.5
 ET0299'FEET NORTHWEST OF THE NORTH END OF A 34 INCH CONCRETE PIPE CULVERT
 ET0299'UNDER THE ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 ET0299
 ET0299                          STATION RECOVERY (2004)
 ET0299
 ET0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0299'MARK NOT FOUND, DID NOT FIND CULVERT.  ROAD HAS BEEN EXTENSIVELY
 ET0299'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0056 ***********************************************************************
 CZ0056  DESIGNATION -  A 317
 CZ0056  PID         -  CZ0056
 CZ0056  STATE/COUNTY-  AZ/PIMA
 CZ0056  USGS QUAD   -  TUCSON (1992)
 CZ0056
 CZ0056                         *CURRENT SURVEY CONTROL
 CZ0056  ___________________________________________________________________
 CZ0056* NAD 83(1986)-  32 09 54.     (N)    110 54 27.     (W)     SCALED    
 CZ0056* NAVD 88     -       790.941  (meters)    2594.95   (feet)  ADJUSTED  
 CZ0056  ___________________________________________________________________
 CZ0056  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0056  DYNAMIC HT  -         789.836 (meters)    2591.32  (feet)  COMP
 CZ0056  MODELED GRAV-     979,216.0   (mgal)                       NAVD 88
 CZ0056
 CZ0056  VERT ORDER  -  FIRST     CLASS II
 CZ0056
 CZ0056.The horizontal coordinates were scaled from a topographic map and have
 CZ0056.an estimated accuracy of +/- 6 seconds.
 CZ0056
 CZ0056.The orthometric height was determined by differential leveling
 CZ0056.and adjusted by the National Geodetic Survey in June 1991..
 CZ0056
 CZ0056.The geoid height was determined by GEOID03.
 CZ0056
 CZ0056.The dynamic height is computed by dividing the NAVD 88
 CZ0056.geopotential number by the normal gravity value computed on the
 CZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0056.degrees latitude (g = 980.6199 gals.).
 CZ0056
 CZ0056.The modeled gravity was interpolated from observed gravity values.
 CZ0056
 CZ0056;                    North         East    Units  Estimated Accuracy
 CZ0056;SPC AZ C     -   129,610.      308,540.      MT  (+/- 180 meters Scaled)
 CZ0056
 CZ0056                          SUPERSEDED SURVEY CONTROL
 CZ0056
 CZ0056  NGVD 29 (??/??/92)  790.359  (m)         2593.04   (f) ADJ UNCH    1 2
 CZ0056
 CZ0056.Superseded values are not recommended for survey control.
 CZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0056.See file dsdata.txt to determine how the superseded data were derived.
 CZ0056
 CZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA087587(NAD 83)
 CZ0056_MARKER: DB = BENCH MARK DISK
 CZ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0056_STAMPING: A 317 1952
 CZ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0056+STABILITY: SURFACE MOTION
 CZ0056
 CZ0056  HISTORY     - Date     Condition        Report By
 CZ0056  HISTORY     - 1952     MONUMENTED       CGS
 CZ0056  HISTORY     - 1975     GOOD             NGS
 CZ0056  HISTORY     - 1979     GOOD             NGS
 CZ0056  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0056
 CZ0056                          STATION DESCRIPTION
 CZ0056
 CZ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0056'5.9 MI SE FROM TUCSON.
 CZ0056'5.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0056'THE STATION AT TUCSON, AT A PIPELINE CROSSING, AT THE NORTHWEST CORNER
 CZ0056'OF A WIRE FENCE AROUND THE EL PASO NATURAL GAS COMPANY METER STATION,
 CZ0056'142 FET EAST OF THE EAST RAIL, 41 FEET EAST OF THE CENTER LINE OF A
 CZ0056'TRACK ROAD, 4.6 FEET SOUTH OF THE FENCE CORNER, 2.4 FEET SOUTH OF A
 CZ0056'WITNESS POST, 1.2 FEET WEST OF THE FENCE, ABOUT 3 FEET LOWER THAN THE
 CZ0056'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0056'ABOVE THE GROUND.
 CZ0056
 CZ0056                          STATION RECOVERY (1975)
 CZ0056
 CZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0056'RECOVERED IN GOOD CONDITION.
 CZ0056
 CZ0056                          STATION RECOVERY (1979)
 CZ0056
 CZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0056'RECOVERED IN GOOD CONDITION.
 CZ0056
 CZ0056                          STATION RECOVERY (2006)
 CZ0056
 CZ0056'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0056'MARK NOT FOUND. SHOULDER OF ROAD COVERS LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0910 ***********************************************************************
 CZ0910  DESIGNATION -  A 318
 CZ0910  PID         -  CZ0910
 CZ0910  STATE/COUNTY-  AZ/PIMA
 CZ0910  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0910
 CZ0910                         *CURRENT SURVEY CONTROL
 CZ0910  ___________________________________________________________________
 CZ0910* NAD 83(1986)-  32 25 05.     (N)    111 35 52.     (W)     SCALED    
 CZ0910* NAVD 88     -       656.53   (+/-2cm)    2154.0    (feet)  VERTCON   
 CZ0910  ___________________________________________________________________
 CZ0910  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ0910
 CZ0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0910
 CZ0910.The horizontal coordinates were scaled from a topographic map and have
 CZ0910.an estimated accuracy of +/- 6 seconds.
 CZ0910
 CZ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0910.The vertical order pertains to the NGVD 29 superseded value.
 CZ0910
 CZ0910.The geoid height was determined by GEOID03.
 CZ0910
 CZ0910;                    North         East    Units  Estimated Accuracy
 CZ0910;SPC AZ C     -   157,270.      243,350.      MT  (+/- 180 meters Scaled)
 CZ0910
 CZ0910                          SUPERSEDED SURVEY CONTROL
 CZ0910
 CZ0910  NGVD 29 (??/??/92)  655.961  (m)         2152.10   (f) ADJ UNCH    2 0
 CZ0910
 CZ0910.Superseded values are not recommended for survey control.
 CZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0910.See file dsdata.txt to determine how the superseded data were derived.
 CZ0910
 CZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA437869(NAD 83)
 CZ0910_MARKER: DB = BENCH MARK DISK
 CZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0910_STAMPING: A 318 1952
 CZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0910+STABILITY: SURFACE MOTION
 CZ0910
 CZ0910  HISTORY     - Date     Condition        Report By
 CZ0910  HISTORY     - 1952     MONUMENTED       CGS
 CZ0910
 CZ0910                          STATION DESCRIPTION
 CZ0910
 CZ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0910'2.7 MI W FROM SILVER BELL CEMETERY.
 CZ0910'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY, 0.1
 CZ0910'MILE SOUTHWEST OF THE CROSSING OF A GATE, IN THE CROTCH OF THE Y
 CZ0910'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 33.5 FEET SOUTHWEST OF
 CZ0910'A 20 FEET HIGHER GIANT SAQUARO, 24.8 FEET SOUTHEAST OF THE CENTER LINE
 CZ0910'OF THE MAIN TRAVELED ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 CZ0910'DIM TRACK ROAD WHICH THE LINE OF LEVELS FOLLOW, 1.8 FEET EAST OF A
 CZ0910'WITNESS POST, AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE
 CZ0910'POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0070 ***********************************************************************
 DA0070  DESIGNATION -  A 319
 DA0070  PID         -  DA0070
 DA0070  STATE/COUNTY-  AZ/MARICOPA
 DA0070  USGS QUAD   -  BIG HORN (1979)
 DA0070
 DA0070                         *CURRENT SURVEY CONTROL
 DA0070  ___________________________________________________________________
 DA0070* NAD 83(1986)-  32 45 20.     (N)    112 28 04.     (W)     SCALED    
 DA0070* NAVD 88     -       661.60   (+/-2cm)    2170.6    (feet)  VERTCON   
 DA0070  ___________________________________________________________________
 DA0070  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0070
 DA0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0070
 DA0070.The horizontal coordinates were scaled from a topographic map and have
 DA0070.an estimated accuracy of +/- 6 seconds.
 DA0070
 DA0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0070.The vertical order pertains to the NGVD 29 superseded value.
 DA0070
 DA0070.The geoid height was determined by GEOID03.
 DA0070
 DA0070;                    North         East    Units  Estimated Accuracy
 DA0070;SPC AZ C     -   194,780.      161,720.      MT  (+/- 180 meters Scaled)
 DA0070
 DA0070                          SUPERSEDED SURVEY CONTROL
 DA0070
 DA0070  NGVD 29 (??/??/92)  660.896  (m)         2168.29   (f) ADJ UNCH    2 0
 DA0070
 DA0070.Superseded values are not recommended for survey control.
 DA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0070.See file dsdata.txt to determine how the superseded data were derived.
 DA0070
 DA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB625251(NAD 83)
 DA0070_MARKER: DB = BENCH MARK DISK
 DA0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0070_STAMPING: A 319 1952
 DA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0070+STABILITY: SURFACE MOTION
 DA0070
 DA0070  HISTORY     - Date     Condition        Report By
 DA0070  HISTORY     - 1952     MONUMENTED       CGS
 DA0070
 DA0070                          STATION DESCRIPTION
 DA0070
 DA0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0070'8.6 MI NW FROM STOUTS WELL.
 DA0070'8.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0070'ON A SMALL BARREN FLAT, ABOUT 40 YARDS SOUTH AND ACROSS THE ROAD FROM
 DA0070'A 12 FEET DEEP WASH, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DA0070'2.3 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0070'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0070'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0233 ***********************************************************************
 FQ0233  DESIGNATION -  A 32
 FQ0233  PID         -  FQ0233
 FQ0233  STATE/COUNTY-  AZ/COCONINO
 FQ0233  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0233
 FQ0233                         *CURRENT SURVEY CONTROL
 FQ0233  ___________________________________________________________________
 FQ0233* NAD 83(1986)-  35 00 32.     (N)    111 44 16.     (W)     SCALED    
 FQ0233* NAVD 88     -      1678.991  (meters)    5508.49   (feet)  ADJUSTED  
 FQ0233  ___________________________________________________________________
 FQ0233  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0233  DYNAMIC HT  -        1676.716 (meters)    5501.03  (feet)  COMP
 FQ0233  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 FQ0233
 FQ0233  VERT ORDER  -  FIRST     CLASS II
 FQ0233
 FQ0233.The horizontal coordinates were scaled from a topographic map and have
 FQ0233.an estimated accuracy of +/- 6 seconds.
 FQ0233
 FQ0233.The orthometric height was determined by differential leveling
 FQ0233.and adjusted by the National Geodetic Survey in June 1991..
 FQ0233
 FQ0233.The geoid height was determined by GEOID03.
 FQ0233
 FQ0233.The dynamic height is computed by dividing the NAVD 88
 FQ0233.geopotential number by the normal gravity value computed on the
 FQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0233.degrees latitude (g = 980.6199 gals.).
 FQ0233
 FQ0233.The modeled gravity was interpolated from observed gravity values.
 FQ0233
 FQ0233;                    North         East    Units  Estimated Accuracy
 FQ0233;SPC AZ C     -   444,580.      229,690.      MT  (+/- 180 meters Scaled)
 FQ0233
 FQ0233                          SUPERSEDED SURVEY CONTROL
 FQ0233
 FQ0233  NGVD 29 (??/??/92) 1678.080  (m)         5505.50   (f) ADJ UNCH    1 2
 FQ0233
 FQ0233.Superseded values are not recommended for survey control.
 FQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0233.See file dsdata.txt to determine how the superseded data were derived.
 FQ0233
 FQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD326742(NAD 83)
 FQ0233_MARKER: DB = BENCH MARK DISK
 FQ0233_SETTING: 80 = SET IN A BOULDER
 FQ0233_SP_SET: BOULDER
 FQ0233_STAMPING: 5505.501 A 32 1933
 FQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0233+STABILITY: SURFACE MOTION
 FQ0233
 FQ0233  HISTORY     - Date     Condition        Report By
 FQ0233  HISTORY     - 1933     MONUMENTED       CGS
 FQ0233  HISTORY     - 1955     GOOD             NGS
 FQ0233  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0233
 FQ0233                          STATION DESCRIPTION
 FQ0233
 FQ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0233'13.0 MI N FROM SEDONA.
 FQ0233'ABOUT 13.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM SEDONA, COCONINO
 FQ0233'COUNTY, ABOUT 1.8 MILES NORTH OF THE CALL OF THE CANYON RESORT, AT A
 FQ0233'HIGHWAY TURNOUT, OUTSIDE OF A CURVE, 80 FEET WEST OF THE CENTER LINE
 FQ0233'OF THE HIGHWAY, 50 FEET NORTHEAST OF FIVE PINE TREES ON A COMMON ROOT,
 FQ0233'IN THE TOP OF A WHITE SANDSTONE LEDGE, AND ABOUT FLUSH WITH THE
 FQ0233'GROUND.  A STANDARD DISK, STAMPED 5505.501 A 32 1933.
 FQ0233
 FQ0233                          STATION RECOVERY (1982)
 FQ0233
 FQ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0233'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0144 ***********************************************************************
 GO0144  DESIGNATION -  A 32
 GO0144  PID         -  GO0144
 GO0144  STATE/COUNTY-  AZ/APACHE
 GO0144  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0144
 GO0144                         *CURRENT SURVEY CONTROL
 GO0144  ___________________________________________________________________
 GO0144* NAD 83(1986)-  36 29 45.     (N)    109 56 16.     (W)     SCALED    
 GO0144* NAVD 88     -      1774.355  (meters)    5821.36   (feet)  ADJUSTED  
 GO0144  ___________________________________________________________________
 GO0144  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0144  DYNAMIC HT  -        1771.994 (meters)    5813.62  (feet)  COMP
 GO0144  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 GO0144
 GO0144  VERT ORDER  -  FIRST     CLASS II
 GO0144
 GO0144.The horizontal coordinates were scaled from a topographic map and have
 GO0144.an estimated accuracy of +/- 6 seconds.
 GO0144
 GO0144.The orthometric height was determined by differential leveling
 GO0144.and adjusted by the National Geodetic Survey in June 1991..
 GO0144
 GO0144.The geoid height was determined by GEOID03.
 GO0144
 GO0144.The dynamic height is computed by dividing the NAVD 88
 GO0144.geopotential number by the normal gravity value computed on the
 GO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0144.degrees latitude (g = 980.6199 gals.).
 GO0144
 GO0144.The modeled gravity was interpolated from observed gravity values.
 GO0144
 GO0144;                    North         East    Units  Estimated Accuracy
 GO0144;SPC AZ E     -   609,550.      233,870.      MT  (+/- 180 meters Scaled)
 GO0144
 GO0144                          SUPERSEDED SURVEY CONTROL
 GO0144
 GO0144  NGVD 29 (??/??/92) 1773.28   (m)         5817.8    (f) COMPUTED    1 2
 GO0144
 GO0144.Superseded values are not recommended for survey control.
 GO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0144.See file dsdata.txt to determine how the superseded data were derived.
 GO0144
 GO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF951394(NAD 83)
 GO0144_MARKER: DB = BENCH MARK DISK
 GO0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0144_STAMPING: 5817.830 A 32 1933
 GO0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0144+STABILITY: SURFACE MOTION
 GO0144
 GO0144  HISTORY     - Date     Condition        Report By
 GO0144  HISTORY     - 1933     MONUMENTED       CGS
 GO0144  HISTORY     - 1934     GOOD             NGS
 GO0144  HISTORY     - 1968     MARK NOT FOUND   USGS
 GO0144
 GO0144                          STATION DESCRIPTION
 GO0144
 GO0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0144'28.8 MI SE FROM KAYENTA.
 GO0144'IN APACHE COUNTY, 28.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN
 GO0144'LEE FROM THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, 9.4 MILES
 GO0144'SOUTHEAST OF CHILI CHIN BETOA TRADING POST, NEAR THE SOUTHWEST END OF
 GO0144'A VALLEY WITH RED SANDSTONE CLIFFS, AT A CURVE ON THE TOP OF A HILL,
 GO0144'NORTH OF A WASH, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1
 GO0144'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5817.830 A 32
 GO0144'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 GO0144'GROUND.  NOTE-- 1968 REPORT-- A CONCRETE POST WAS FOUND IN THE
 GO0144'VICINITY WITH NO TABLET IN IT.  THERE HAS BEEN SOME HIGHWAY
 GO0144'CONSTRUCTION IN THE AREA.
 GO0144
 GO0144                          STATION RECOVERY (1968)
 GO0144
 GO0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1520 ***********************************************************************
 GR1520  DESIGNATION -  A 32
 GR1520  PID         -  GR1520
 GR1520  STATE/COUNTY-  AZ/MOHAVE
 GR1520  USGS QUAD   -  THE TEMPLE (1983)
 GR1520
 GR1520                         *CURRENT SURVEY CONTROL
 GR1520  ___________________________________________________________________
 GR1520* NAD 83(1992)-  36 07 07.72220(N)    114 21 41.06731(W)     ADJUSTED  
 GR1520* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1520  ___________________________________________________________________
 GR1520  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GR1520  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GR1520
 GR1520  HORZ ORDER  -  THIRD
 GR1520
 GR1520.The horizontal coordinates were established by classical geodetic methods
 GR1520.and adjusted by the National Geodetic Survey in August 1993..
 GR1520
 GR1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1520
 GR1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1520
 GR1520.The geoid height was determined by GEOID03.
 GR1520
 GR1520;                    North         East     Units Scale Factor Converg.
 GR1520;SPC AZ W     -   567,886.969   158,319.393   MT  0.99997065   -0 21 37.5
 GR1520;SPC AZ W     - 1,863,146.22    519,420.58   iFT  0.99997065   -0 21 37.5
 GR1520;SPC NV E     - 8,152,543.990   309,999.403   MT  1.00004904   +0 43 13.3
 GR1520;SPC NV E     -26,747,138.07  1,017,056.37   sFT  1.00004904   +0 43 13.3
 GR1520;UTM  11      - 4,000,351.159   737,478.667   MT  1.00029494   +1 33 21.9
 GR1520
 GR1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1520!SPC AZ W     -   0.99994885  x   0.99997065  =   0.99991950
 GR1520!SPC NV E     -   0.99994885  x   1.00004904  =   0.99999789
 GR1520!UTM  11      -   0.99994885  x   1.00029494  =   1.00024378
 GR1520
 GR1520                          SUPERSEDED SURVEY CONTROL
 GR1520
 GR1520  NAD 83(1986)-  36 07 07.71096(N)    114 21 41.06122(W) AD(       ) 3
 GR1520  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1520
 GR1520.Superseded values are not recommended for survey control.
 GR1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1520.See file dsdata.txt to determine how the superseded data were derived.
 GR1520
 GR1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3747900351(NAD 83)
 GR1520_MARKER: DS = TRIANGULATION STATION DISK
 GR1520_SETTING: 66 = SET IN ROCK OUTCROP
 GR1520_SP_SET: SET IN ROCK OUTCROP
 GR1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1520+STABILITY: POSITION/ELEVATION WELL
 GR1520
 GR1520  HISTORY     - Date     Condition        Report By
 GR1520  HISTORY     - 1948     MONUMENTED       USGS
 GR1520
 GR1520                          STATION DESCRIPTION
 GR1520
 GR1520'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1520'NOT OCCUPIED.
 GR1520'
 GR1520'LOCATED ABOUT 1.4 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.
 GR1520'ABOUT 225 FT. N. OF HIGH WATER MARK AT NORTH END OF LARGE CASTLE
 GR1520'ROCK, ABOUT 20 FT. BELOW HIGH WATER MARK.
 GR1520'
 GR1520'STATION MARK--STANDARD TABLET STAMPED---A32 1948---, CEMENTED IN
 GR1520'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0578 ***********************************************************************
 DA0578  DESIGNATION -  A 320
 DA0578  PID         -  DA0578
 DA0578  STATE/COUNTY-  AZ/MARICOPA
 DA0578  USGS QUAD   -  SMURR (1973)
 DA0578
 DA0578                         *CURRENT SURVEY CONTROL
 DA0578  ___________________________________________________________________
 DA0578* NAD 83(1986)-  32 55 18.     (N)    112 52 27.     (W)     SCALED    
 DA0578* NAVD 88     -       225.743  (meters)     740.63   (feet)  ADJUSTED  
 DA0578  ___________________________________________________________________
 DA0578  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DA0578  DYNAMIC HT  -         225.481 (meters)     739.77  (feet)  COMP
 DA0578  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DA0578
 DA0578  VERT ORDER  -  FIRST     CLASS II
 DA0578
 DA0578.The horizontal coordinates were scaled from a topographic map and have
 DA0578.an estimated accuracy of +/- 6 seconds.
 DA0578
 DA0578.The orthometric height was determined by differential leveling
 DA0578.and adjusted by the National Geodetic Survey in June 1991..
 DA0578
 DA0578.The geoid height was determined by GEOID03.
 DA0578
 DA0578.The dynamic height is computed by dividing the NAVD 88
 DA0578.geopotential number by the normal gravity value computed on the
 DA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0578.degrees latitude (g = 980.6199 gals.).
 DA0578
 DA0578.The modeled gravity was interpolated from observed gravity values.
 DA0578
 DA0578;                    North         East    Units  Estimated Accuracy
 DA0578;SPC AZ C     -   213,470.      123,810.      MT  (+/- 180 meters Scaled)
 DA0578
 DA0578                          SUPERSEDED SURVEY CONTROL
 DA0578
 DA0578  NGVD 29 (??/??/92)  225.167  (m)          738.74   (f) ADJ UNCH    1 2
 DA0578
 DA0578.Superseded values are not recommended for survey control.
 DA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0578.See file dsdata.txt to determine how the superseded data were derived.
 DA0578
 DA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB247441(NAD 83)
 DA0578_MARKER: DB = BENCH MARK DISK
 DA0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0578_SP_SET: BRIDGE
 DA0578_STAMPING: A 320 1952
 DA0578_MARK LOGO: CGS   
 DA0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0578+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0578
 DA0578  HISTORY     - Date     Condition        Report By
 DA0578  HISTORY     - 1952     MONUMENTED       CGS
 DA0578  HISTORY     - 1960     GOOD             NGS
 DA0578  HISTORY     - 1980     GOOD             NGS
 DA0578  HISTORY     - 1980     GOOD             NGS
 DA0578  HISTORY     - 20060219 GOOD             USPSQD
 DA0578
 DA0578                          STATION DESCRIPTION
 DA0578
 DA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0578'9.4 MI W FROM GILA BEND.
 DA0578'9.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0578'AT GILA BEND, 55.6 FEET SOUTHWEST OF TELEPHONE POLE 4F, 7 FEET SOUTH
 DA0578'OF THE SOUTH RAIL OF THE SOUTH TRACK, 1.4 FEET SOUTH OF A BRIDGE HAND
 DA0578'RAIL AND AT BRIDGE NO. 846.29.
 DA0578
 DA0578                          STATION RECOVERY (1980)
 DA0578
 DA0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0578'15.1 KM (9.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0578'THE MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE SOUTHEAST
 DA0578'END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0578'846.29, 2.1 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DA0578'MAIN TRACK, 102.4 METERS (336 FT) SOUTHWEST OF A POWER LINE CROSSING
 DA0578'THE TRACKS AND INTERSTATE HIGHWAY 8. NOTE-THE STAMPING WAS SCRATCHED
 DA0578'OUT, MARK RESTAMPED -A 320- BY THIS CREW.
 DA0578'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0578
 DA0578                          STATION RECOVERY (1980)
 DA0578
 DA0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0578'15.1 KM (9.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0578'THE MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE SOUTHEAST
 DA0578'END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0578'846.29, 2.1 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DA0578'MAIN TRACK, 102.4 METERS (336 FT) SOUTHWEST OF A POWER LINE CROSSING
 DA0578'THE TRACKS AND INTERSTATE HIGHWAY 8. NOTE-THE STAMPING WAS SCRATCHED
 DA0578'OUT, MARK RESTAMPED -A 320- BY THIS CREW.
 DA0578'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0578
 DA0578                          STATION RECOVERY (2006)
 DA0578
 DA0578'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0507 ***********************************************************************
 DA0507  DESIGNATION -  A 321
 DA0507  PID         -  DA0507
 DA0507  STATE/COUNTY-  AZ/MARICOPA
 DA0507  USGS QUAD   -  BLACK GAP (1986)
 DA0507
 DA0507                         *CURRENT SURVEY CONTROL
 DA0507  ___________________________________________________________________
 DA0507* NAD 83(1986)-  32 51 40.     (N)    112 45 55.     (W)     SCALED    
 DA0507* NAVD 88     -       268.941  (meters)     882.35   (feet)  ADJUSTED  
 DA0507  ___________________________________________________________________
 DA0507  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0507  DYNAMIC HT  -         268.626 (meters)     881.32  (feet)  COMP
 DA0507  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 DA0507
 DA0507  VERT ORDER  -  FIRST     CLASS II
 DA0507
 DA0507.The horizontal coordinates were scaled from a topographic map and have
 DA0507.an estimated accuracy of +/- 6 seconds.
 DA0507
 DA0507.The orthometric height was determined by differential leveling
 DA0507.and adjusted by the National Geodetic Survey in June 1991..
 DA0507
 DA0507.The geoid height was determined by GEOID03.
 DA0507
 DA0507.The dynamic height is computed by dividing the NAVD 88
 DA0507.geopotential number by the normal gravity value computed on the
 DA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0507.degrees latitude (g = 980.6199 gals.).
 DA0507
 DA0507.The modeled gravity was interpolated from observed gravity values.
 DA0507
 DA0507;                    North         East    Units  Estimated Accuracy
 DA0507;SPC AZ C     -   206,670.      133,940.      MT  (+/- 180 meters Scaled)
 DA0507
 DA0507                          SUPERSEDED SURVEY CONTROL
 DA0507
 DA0507  NGVD 29 (??/??/92)  268.336  (m)          880.37   (f) ADJ UNCH    1 2
 DA0507
 DA0507.Superseded values are not recommended for survey control.
 DA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0507.See file dsdata.txt to determine how the superseded data were derived.
 DA0507
 DA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB348372(NAD 83)
 DA0507_MARKER: DB = BENCH MARK DISK
 DA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0507_STAMPING: A 321 1952
 DA0507_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0507+STABILITY: SURFACE MOTION
 DA0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0507+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0507
 DA0507  HISTORY     - Date     Condition        Report By
 DA0507  HISTORY     - 1952     MONUMENTED       CGS
 DA0507  HISTORY     - 1953     GOOD             NGS
 DA0507  HISTORY     - 1980     GOOD             NGS
 DA0507  HISTORY     - 1988     GOOD             USPSQD
 DA0507  HISTORY     - 20060128 GOOD             USPSQD
 DA0507
 DA0507                          STATION DESCRIPTION
 DA0507
 DA0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0507'6.6 MI S FROM GILA BEND.
 DA0507'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0507'COMPANY RAILROAD STATION AT GILA BEND, 0.25 MILE SOUTH OF A TUCSON,
 DA0507'CORNELIA AND GILA BEND RAILROAD BRIDGE AND A WASH ACROSS THE HIGHWAY,
 DA0507'AT THE T JUNCTION OF A GRAVELED ROAD LEADING WEST TO AN AIR FIELD,
 DA0507'137.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF
 DA0507'THE CENTER LINE OF THE ROAD, 11.5 FEET SOUTH OF A STOP SIGN, 1.8 FEET
 DA0507'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DA0507'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0507
 DA0507                          STATION RECOVERY (1980)
 DA0507
 DA0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0507'10.4 KM (6.45 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0507'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 1.3 KM (0.8 MI)
 DA0507'SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 6, AT THE JUNCTION OF A GRAVEL
 DA0507'ROAD LEADING NORTHWEST, 69.5 METERS (228 FT) NORTHWEST OF THE
 DA0507'NORTHWEST RAIL OF THE TRACKS, 27.7 METERS (64.0 FT) SOUTHEAST OF THE
 DA0507'SOUTHWEST END OF A METAL GATE IN THE NORTHWEST RIGHT-OF-WAY FENCE,
 DA0507'19.5 METERS (64.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0507'10.4 METERS (34.0 FT) SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD.
 DA0507'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA0507'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DA0507
 DA0507                          STATION RECOVERY (1988)
 DA0507
 DA0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0507'RECOVERED IN GOOD CONDITION.
 DA0507
 DA0507                          STATION RECOVERY (2006)
 DA0507
 DA0507'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1103 ***********************************************************************
 DA1103  DESIGNATION -  A 322
 DA1103  PID         -  DA1103
 DA1103  STATE/COUNTY-  AZ/YUMA
 DA1103  USGS QUAD   -  DATELAND (1982)
 DA1103
 DA1103                         *CURRENT SURVEY CONTROL
 DA1103  ___________________________________________________________________
 DA1103* NAD 83(1986)-  32 48 00.     (N)    113 31 46.     (W)     SCALED    
 DA1103* NAVD 88     -       139.69   (+/-2cm)     458.3    (feet)  VERTCON   
 DA1103  ___________________________________________________________________
 DA1103  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1103
 DA1103  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1103
 DA1103.The horizontal coordinates were scaled from a topographic map and have
 DA1103.an estimated accuracy of +/- 6 seconds.
 DA1103
 DA1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1103.The vertical order pertains to the NGVD 29 superseded value.
 DA1103
 DA1103.The geoid height was determined by GEOID03.
 DA1103
 DA1103;                    North         East    Units  Estimated Accuracy
 DA1103;SPC AZ W     -   199,600.      234,020.      MT  (+/- 180 meters Scaled)
 DA1103
 DA1103                          SUPERSEDED SURVEY CONTROL
 DA1103
 DA1103  NGVD 29 (??/??/92)  139.122  (m)          456.44   (f) ADJ UNCH    1 2
 DA1103
 DA1103.Superseded values are not recommended for survey control.
 DA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1103.See file dsdata.txt to determine how the superseded data were derived.
 DA1103
 DA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB631319(NAD 83)
 DA1103_MARKER: DB = BENCH MARK DISK
 DA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1103_STAMPING: A 322 1952
 DA1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1103+STABILITY: SURFACE MOTION
 DA1103
 DA1103  HISTORY     - Date     Condition        Report By
 DA1103  HISTORY     - 1952     MONUMENTED       CGS
 DA1103  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1103  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1103
 DA1103                          STATION DESCRIPTION
 DA1103
 DA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1103'5 MI SW FROM AZTEC.
 DA1103'5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1103'WATER TANK AT AZTEC, 107 FEET SOUTHEAST OF THE CENTER LINE OF UNITED
 DA1103'STATES HIGHWAY 80, 44 FEET NORTHWEST OF THE NORTH RAIL, 2.6 FEET
 DA1103'SOUTHWEST OF MILEPOST 807, 2.1 FEET NORTHEAST OF A WITNESS POST, 3
 DA1103'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA1103'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1103
 DA1103                          STATION RECOVERY (1981)
 DA1103
 DA1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1103'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1103'BELIEVED DESTROYED.
 DA1103
 DA1103                          STATION RECOVERY (1981)
 DA1103
 DA1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1103'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1103'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1083 ***********************************************************************
 DA1083  DESIGNATION -  A 323
 DA1083  PID         -  DA1083
 DA1083  STATE/COUNTY-  AZ/YUMA
 DA1083  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1083
 DA1083                         *CURRENT SURVEY CONTROL
 DA1083  ___________________________________________________________________
 DA1083* NAD 83(1986)-  32 43 50.     (N)    113 43 25.     (W)     SCALED    
 DA1083* NAVD 88     -       134.32   (+/-2cm)     440.7    (feet)  VERTCON   
 DA1083  ___________________________________________________________________
 DA1083  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DA1083
 DA1083  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1083
 DA1083.The horizontal coordinates were scaled from a topographic map and have
 DA1083.an estimated accuracy of +/- 6 seconds.
 DA1083
 DA1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1083.The vertical order pertains to the NGVD 29 superseded value.
 DA1083
 DA1083.The geoid height was determined by GEOID03.
 DA1083
 DA1083;                    North         East    Units  Estimated Accuracy
 DA1083;SPC AZ W     -   191,880.      215,830.      MT  (+/- 180 meters Scaled)
 DA1083
 DA1083                          SUPERSEDED SURVEY CONTROL
 DA1083
 DA1083  NGVD 29 (??/??/92)  133.688  (m)          438.61   (f) ADJ UNCH    1 2
 DA1083
 DA1083.Superseded values are not recommended for survey control.
 DA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1083.See file dsdata.txt to determine how the superseded data were derived.
 DA1083
 DA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB447246(NAD 83)
 DA1083_MARKER: DB = BENCH MARK DISK
 DA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1083_STAMPING: A 323 1952
 DA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1083+STABILITY: SURFACE MOTION
 DA1083
 DA1083  HISTORY     - Date     Condition        Report By
 DA1083  HISTORY     - 1952     MONUMENTED       CGS
 DA1083  HISTORY     - 1965     MARK NOT FOUND   USGS
 DA1083  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1083  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1083
 DA1083                          STATION DESCRIPTION
 DA1083
 DA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1083'1.9 MI E FROM MOHAWK.
 DA1083'1.9 MILES EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1083'PACIFIC RAILROAD STATION AT MOHAWK, 0.1 MILE WEST OF A DIP, 88.8 FEET
 DA1083'NORTH OF THE CENTER LINE OF THE HIGHWAY, 54.3 FEET WEST OF A LARGE
 DA1083'IRONWOOD TREE, 29 FEET EAST OF A SMALL DITCH, 2.3 FEET SOUTH OF A
 DA1083'WITNESS POST, ABOUT 0.6 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF
 DA1083'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1083
 DA1083                          STATION RECOVERY (1965)
 DA1083
 DA1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1083'MARK NOT FOUND.
 DA1083
 DA1083                          STATION RECOVERY (1981)
 DA1083
 DA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1083'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1083'BELIEVED DESTROYED.
 DA1083
 DA1083                          STATION RECOVERY (1981)
 DA1083
 DA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1083'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1083'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0419 ***********************************************************************
 CY0419  DESIGNATION -  A 324
 CY0419  PID         -  CY0419
 CY0419  STATE/COUNTY-  AZ/COCHISE
 CY0419  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0419
 CY0419                         *CURRENT SURVEY CONTROL
 CY0419  ___________________________________________________________________
 CY0419* NAD 83(1986)-  32 19 48.     (N)    109 45 55.     (W)     SCALED    
 CY0419* NAVD 88     -      1327.25   (+/-2cm)    4354.5    (feet)  VERTCON   
 CY0419  ___________________________________________________________________
 CY0419  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0419
 CY0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0419
 CY0419.The horizontal coordinates were scaled from a topographic map and have
 CY0419.an estimated accuracy of +/- 6 seconds.
 CY0419
 CY0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0419.The vertical order pertains to the NGVD 29 superseded value.
 CY0419
 CY0419.The geoid height was determined by GEOID03.
 CY0419
 CY0419;                    North         East    Units  Estimated Accuracy
 CY0419;SPC AZ E     -   147,530.      251,150.      MT  (+/- 180 meters Scaled)
 CY0419
 CY0419                          SUPERSEDED SURVEY CONTROL
 CY0419
 CY0419  NGVD 29 (??/??/92) 1326.463  (m)         4351.90   (f) ADJ UNCH    1 2
 CY0419
 CY0419.Superseded values are not recommended for survey control.
 CY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0419.See file dsdata.txt to determine how the superseded data were derived.
 CY0419
 CY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA162776(NAD 83)
 CY0419_MARKER: DB = BENCH MARK DISK
 CY0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0419_STAMPING: A 324 1952
 CY0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0419+STABILITY: SURFACE MOTION
 CY0419
 CY0419  HISTORY     - Date     Condition        Report By
 CY0419  HISTORY     - 1952     MONUMENTED       CGS
 CY0419  HISTORY     - 1960     GOOD             NGS
 CY0419  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0419
 CY0419                          STATION DESCRIPTION
 CY0419
 CY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0419'6.6 MI NE FROM WILLCOX.
 CY0419'6.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0419'THE STATION AT WILLCOX, 0.5 MILE NORTHEAST OF MILEPOLE NUMBER 1081,
 CY0419'91.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 82.0 FEET NORTH OF BRIDGE
 CY0419'NUMBER 1081.45, 65.0 FEET NORTHEAST OF THE CENTERLINE OF A DRY WASH,
 CY0419'39 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 6.8 FEET
 CY0419'SOUTHEAST OF A FENCE, 2 1/2 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 CY0419'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0419'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CY0419
 CY0419                          STATION RECOVERY (1960)
 CY0419
 CY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0419'RECOVERED IN GOOD CONDITION.
 CY0419
 CY0419                          STATION RECOVERY (1979)
 CY0419
 CY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0419'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 CY0419'DESTROYED SINCE MEASUREMENTS PLACE IT IN THE CENTER OF A BLADED DIRT
 CY0419'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0370 ***********************************************************************
 CY0370  DESIGNATION -  A 325
 CY0370  PID         -  CY0370
 CY0370  STATE/COUNTY-  AZ/COCHISE
 CY0370  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0370
 CY0370                         *CURRENT SURVEY CONTROL
 CY0370  ___________________________________________________________________
 CY0370* NAD 83(1986)-  32 07 58.     (N)    109 54 40.     (W)     SCALED    
 CY0370* NAVD 88     -      1269.478  (meters)    4164.95   (feet)  ADJUSTED  
 CY0370  ___________________________________________________________________
 CY0370  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0370  DYNAMIC HT  -        1267.558 (meters)    4158.65  (feet)  COMP
 CY0370  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CY0370  OBS GRAVITY -     979,082.3   (mgal)                       GRAV_OBS
 CY0370
 CY0370  VERT ORDER  -  FIRST     CLASS II
 CY0370
 CY0370.The horizontal coordinates were scaled from a topographic map and have
 CY0370.an estimated accuracy of +/- 6 seconds.
 CY0370
 CY0370.The orthometric height was determined by differential leveling
 CY0370.and adjusted by the National Geodetic Survey in June 1991..
 CY0370
 CY0370.The geoid height was determined by GEOID03.
 CY0370
 CY0370.The dynamic height is computed by dividing the NAVD 88
 CY0370.geopotential number by the normal gravity value computed on the
 CY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0370.degrees latitude (g = 980.6199 gals.).
 CY0370
 CY0370.The modeled gravity was interpolated from observed gravity values.
 CY0370.The observed gravity was obtained from relative gravimeter ties
 CY0370.to the IGSN71 gravity network.
 CY0370
 CY0370;                    North         East    Units  Estimated Accuracy
 CY0370;SPC AZ E     -   125,620.      237,470.      MT  (+/- 180 meters Scaled)
 CY0370
 CY0370                          SUPERSEDED SURVEY CONTROL
 CY0370
 CY0370  NGVD 29 (??/??/92) 1268.782  (m)         4162.66   (f) ADJ UNCH    1 2
 CY0370
 CY0370.Superseded values are not recommended for survey control.
 CY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0370.See file dsdata.txt to determine how the superseded data were derived.
 CY0370
 CY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA027556(NAD 83)
 CY0370_MARKER: DB = BENCH MARK DISK
 CY0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0370_SP_SET: ABUTMENT
 CY0370_STAMPING: A 325 1952
 CY0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0370
 CY0370  HISTORY     - Date     Condition        Report By
 CY0370  HISTORY     - 1952     MONUMENTED       CGS
 CY0370  HISTORY     - 1979     GOOD             NGS
 CY0370  HISTORY     - 1980     GOOD             NGS
 CY0370
 CY0370                          STATION DESCRIPTION
 CY0370
 CY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0370'1.5 MI NE FROM COCHISE.
 CY0370'1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0370'THE STATION AT COCHISE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 CY0370'SOUTHEAST ABUTMENT OF OVER PASS NUMBER 1065.37, 25.0 FEET SOUTHEAST OF
 CY0370'THE SOUTHEAST RAIL, 1.1 FEET NORTHEAST OF THE SOUTHWEST END OF AN
 CY0370'ABUTMENT, 1.9 FEET HIGHER THAN THE GROUND, AND ABOUT 2.0 FEET HIGHER
 CY0370'THAN THE TOP OF THE RAIL.
 CY0370
 CY0370                          STATION RECOVERY (1979)
 CY0370
 CY0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0370'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0370'RAILROAD FROM THE STATION AT WILLCOX, AT THE COCHISE OVERPASS (U. S.
 CY0370'HIGHWAY 666), RAILROAD MILEAGE 1065.37, SET VERTICALLY IN THE
 CY0370'NORTHWEST FACE OF THE SOUTHEAST PIER, 0.4 METER (1.2 FEET) NORTHEAST
 CY0370'OF THE SOUTHWEST END OF THE PIER FACE, 2.9 METERS (9.6 FEET)
 CY0370'SOUTHEAST OF THE SOUTHEAST RAIL AND 1.2 METERS (3.8 FEET) ABOVE THE
 CY0370'GROUND.
 CY0370'THE MARK IS 1 M ABOVE THE RAILS.
 CY0370
 CY0370                          STATION RECOVERY (1980)
 CY0370
 CY0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0027 ***********************************************************************
 CG0027  DESIGNATION -  A 326
 CG0027  PID         -  CG0027
 CG0027  STATE/COUNTY-  AZ/COCHISE
 CG0027  USGS QUAD   -  SAINT DAVID (1973)
 CG0027
 CG0027                         *CURRENT SURVEY CONTROL
 CG0027  ___________________________________________________________________
 CG0027* NAD 83(1986)-  31 57 57.     (N)    110 14 10.     (W)     SCALED    
 CG0027* NAVD 88     -      1124.87   (+/-2cm)    3690.5    (feet)  VERTCON   
 CG0027  ___________________________________________________________________
 CG0027  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0027
 CG0027  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0027
 CG0027.The horizontal coordinates were scaled from a topographic map and have
 CG0027.an estimated accuracy of +/- 6 seconds.
 CG0027
 CG0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0027.The vertical order pertains to the NGVD 29 superseded value.
 CG0027
 CG0027.The geoid height was determined by GEOID03.
 CG0027
 CG0027;                    North         East    Units  Estimated Accuracy
 CG0027;SPC AZ E     -   107,080.      206,800.      MT  (+/- 180 meters Scaled)
 CG0027
 CG0027                          SUPERSEDED SURVEY CONTROL
 CG0027
 CG0027  NGVD 29 (??/??/92) 1124.073  (m)         3687.90   (f) ADJ UNCH    1 2
 CG0027
 CG0027.Superseded values are not recommended for survey control.
 CG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0027.See file dsdata.txt to determine how the superseded data were derived.
 CG0027
 CG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA721369(NAD 83)
 CG0027_MARKER: DB = BENCH MARK DISK
 CG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0027_STAMPING: A 326 1952
 CG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0027+STABILITY: SURFACE MOTION
 CG0027
 CG0027  HISTORY     - Date     Condition        Report By
 CG0027  HISTORY     - 1952     MONUMENTED       CGS
 CG0027
 CG0027                          STATION DESCRIPTION
 CG0027
 CG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0027'3.5 MI E FROM BENSON.
 CG0027'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0027'STATION AT BENSON, 0.2 MILE NORTHEAST OF MILEPOLE 1036, 0.3 MILE
 CG0027'NORTHEAST OF A SIGN FENNER AT FENNER SIDING, 94.0 FEET NORTHWEST OF
 CG0027'THE NORTHWEST RAIL OF THE MAIN TRACK, 27.0 FEET NORTHWEST OF THE 6TH
 CG0027'TELEPHONE POLE NORTHEAST OF MILEPOLE 1036, 2.6 FEET SOUTHEAST OF THE
 CG0027'RIGHT-OF-WAY FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 CG0027'LOWER THAN THE TOP OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0027'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0191 ***********************************************************************
 DU0191  DESIGNATION -  A 327
 DU0191  PID         -  DU0191
 DU0191  STATE/COUNTY-  AZ/GRAHAM
 DU0191  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0191
 DU0191                         *CURRENT SURVEY CONTROL
 DU0191  ___________________________________________________________________
 DU0191* NAD 83(1986)-  33 15 34.     (N)    110 07 00.     (W)     SCALED    
 DU0191* NAVD 88     -      1296.082  (meters)    4252.23   (feet)  ADJUSTED  
 DU0191  ___________________________________________________________________
 DU0191  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DU0191  DYNAMIC HT  -        1294.241 (meters)    4246.19  (feet)  COMP
 DU0191  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 DU0191
 DU0191  VERT ORDER  -  SECOND    CLASS 0
 DU0191
 DU0191.The horizontal coordinates were scaled from a topographic map and have
 DU0191.an estimated accuracy of +/- 6 seconds.
 DU0191
 DU0191.The orthometric height was determined by differential leveling
 DU0191.and adjusted by the National Geodetic Survey in June 1991..
 DU0191
 DU0191.The geoid height was determined by GEOID03.
 DU0191
 DU0191.The dynamic height is computed by dividing the NAVD 88
 DU0191.geopotential number by the normal gravity value computed on the
 DU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0191.degrees latitude (g = 980.6199 gals.).
 DU0191
 DU0191.The modeled gravity was interpolated from observed gravity values.
 DU0191
 DU0191;                    North         East    Units  Estimated Accuracy
 DU0191;SPC AZ E     -   250,520.      218,020.      MT  (+/- 180 meters Scaled)
 DU0191
 DU0191                          SUPERSEDED SURVEY CONTROL
 DU0191
 DU0191  NGVD 29 (??/??/92) 1295.436  (m)         4250.11   (f) ADJ UNCH    2 0
 DU0191
 DU0191.Superseded values are not recommended for survey control.
 DU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0191.See file dsdata.txt to determine how the superseded data were derived.
 DU0191
 DU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB822803(NAD 83)
 DU0191_MARKER: DB = BENCH MARK DISK
 DU0191_SETTING: 66 = SET IN ROCK OUTCROP
 DU0191_SP_SET: BEDROCK
 DU0191_STAMPING: A 327 1952
 DU0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0191+STABILITY: POSITION/ELEVATION WELL
 DU0191
 DU0191  HISTORY     - Date     Condition        Report By
 DU0191  HISTORY     - 1952     MONUMENTED       CGS
 DU0191
 DU0191                          STATION DESCRIPTION
 DU0191
 DU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0191'7.9 MI NE FROM CALVA.
 DU0191'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0191'COMPANY RAILROAD STATION AT CALVA, THENCE 7.4 MILES NORTHEAST ALONG
 DU0191'THE CALVA - ASH CREEK ROAD, NEAR THE CREST OF A STEEP HILL, ON THE
 DU0191'EAST SLOPE OF A GRADE, 25 YARDS EAST OF THE CREST OF THE HILL, 19 FEET
 DU0191'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE
 DU0191'ROAD, AND SET IN THE TOP OF A BEDROCK PROJECTING 0.6 FOOT ABOVE THE
 DU0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0384 ***********************************************************************
 ES0384  DESIGNATION -  A 329
 ES0384  PID         -  ES0384
 ES0384  STATE/COUNTY-  AZ/YAVAPAI
 ES0384  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0384
 ES0384                         *CURRENT SURVEY CONTROL
 ES0384  ___________________________________________________________________
 ES0384* NAD 83(1986)-  34 21 26.     (N)    111 42 32.     (W)     SCALED    
 ES0384* NAVD 88     -       806.71   (+/-2cm)    2646.7    (feet)  VERTCON   
 ES0384  ___________________________________________________________________
 ES0384  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0384
 ES0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0384
 ES0384.The horizontal coordinates were scaled from a topographic map and have
 ES0384.an estimated accuracy of +/- 6 seconds.
 ES0384
 ES0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0384.The vertical order pertains to the NGVD 29 superseded value.
 ES0384
 ES0384.The geoid height was determined by GEOID03.
 ES0384
 ES0384;                    North         East    Units  Estimated Accuracy
 ES0384;SPC AZ C     -   372,300.      232,470.      MT  (+/- 180 meters Scaled)
 ES0384
 ES0384                          SUPERSEDED SURVEY CONTROL
 ES0384
 ES0384  NGVD 29 (??/??/92)  805.999  (m)         2644.35   (f) ADJ UNCH    2 0
 ES0384
 ES0384.Superseded values are not recommended for survey control.
 ES0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0384.See file dsdata.txt to determine how the superseded data were derived.
 ES0384
 ES0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD348019(NAD 83)
 ES0384_MARKER: DB = BENCH MARK DISK
 ES0384_SETTING: 66 = SET IN ROCK OUTCROP
 ES0384_SP_SET: ROCK OUTCROP
 ES0384_STAMPING: A 329 1952
 ES0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0384+STABILITY: POSITION/ELEVATION WELL
 ES0384
 ES0384  HISTORY     - Date     Condition        Report By
 ES0384  HISTORY     - 1952     MONUMENTED       CGS
 ES0384  HISTORY     - 20060220 GOOD             GEOCAC
 ES0384  HISTORY     - 20060220 GOOD             GEOCAC
 ES0384
 ES0384                          STATION DESCRIPTION
 ES0384
 ES0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0384'IN VERDE HOT SPRINGS.
 ES0384'AT VERDE HOT SPRINGS, NORTHEAST OF AND ACROSS THE RIVER FROM THE VERDE
 ES0384'HOT SPRINGS HOTEL, IN TOP OF A 2-FOOT BY 3-FOOT BROWN ROCK OUTCROP
 ES0384'PROJECTING 1.8 FEET ABOVE THE GROUND, 146 FEET NORTHEAST OF THE
 ES0384'NORTHEAST END OF THE FOOT BRIDGE CROSSING THE RIVER TO THE HOTEL, 17
 ES0384'FEET SOUTHWEST OF THE CENTER LINE AND ABOUT 3 FEET LOWER THAN THE
 ES0384'ROAD.
 ES0384
 ES0384                          STATION RECOVERY (2006)
 ES0384
 ES0384'RECOVERY NOTE BY GEOCACHING 2006
 ES0384'RECOVERED IN GOOD CONDITION.
 ES0384
 ES0384                          STATION RECOVERY (2006)
 ES0384
 ES0384'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0384'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ES0384'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1521 ***********************************************************************
 GR1521  DESIGNATION -  A 33
 GR1521  PID         -  GR1521
 GR1521  STATE/COUNTY-  AZ/MOHAVE
 GR1521  USGS QUAD   -  THE TEMPLE (1983)
 GR1521
 GR1521                         *CURRENT SURVEY CONTROL
 GR1521  ___________________________________________________________________
 GR1521* NAD 83(1992)-  36 06 08.26964(N)    114 20 13.83756(W)     ADJUSTED  
 GR1521* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1521  ___________________________________________________________________
 GR1521  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 GR1521  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR1521
 GR1521  HORZ ORDER  -  THIRD
 GR1521
 GR1521.The horizontal coordinates were established by classical geodetic methods
 GR1521.and adjusted by the National Geodetic Survey in August 1993..
 GR1521
 GR1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1521
 GR1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1521
 GR1521.The geoid height was determined by GEOID03.
 GR1521
 GR1521;                    North         East     Units Scale Factor Converg.
 GR1521;SPC AZ W     -   566,041.135   160,489.645   MT  0.99996776   -0 20 45.6
 GR1521;SPC AZ W     - 1,857,090.34    526,540.83   iFT  0.99996776   -0 20 45.6
 GR1521;SPC NV E     - 8,150,739.261   312,204.260   MT  1.00005508   +0 44 03.7
 GR1521;SPC NV E     -26,741,217.06  1,024,290.14   sFT  1.00005508   +0 44 03.7
 GR1521;UTM  11      - 3,998,578.333   739,710.164   MT  1.00030807   +1 34 11.1
 GR1521
 GR1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1521!SPC AZ W     -   0.99994696  x   0.99996776  =   0.99991473
 GR1521!SPC NV E     -   0.99994696  x   1.00005508  =   1.00000204
 GR1521!UTM  11      -   0.99994696  x   1.00030807  =   1.00025502
 GR1521
 GR1521                          SUPERSEDED SURVEY CONTROL
 GR1521
 GR1521  NAD 83(1986)-  36 06 08.25890(N)    114 20 13.83194(W) AD(       ) 3
 GR1521  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1521
 GR1521.Superseded values are not recommended for survey control.
 GR1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1521.See file dsdata.txt to determine how the superseded data were derived.
 GR1521
 GR1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3971098578(NAD 83)
 GR1521_MARKER: DS = TRIANGULATION STATION DISK
 GR1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1521
 GR1521  HISTORY     - Date     Condition        Report By
 GR1521  HISTORY     - 1948     MONUMENTED       USGS
 GR1521
 GR1521                          STATION DESCRIPTION
 GR1521
 GR1521'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1521'NOT OCCUPIED.
 GR1521'
 GR1521'LOCATED ABOUT 3.3 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1521'SMALL TOP AT END OF SHORT RIDGE, ABOUT 10 FT. ABOVE HIGH WATER
 GR1521'MARK.
 GR1521'
 GR1521'STATION MARK--STANDARD TABLET STAMPED---A33 1948---, WELDED TO
 GR1521'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0402 ***********************************************************************
 ES0402  DESIGNATION -  A 330
 ES0402  PID         -  ES0402
 ES0402  STATE/COUNTY-  AZ/YAVAPAI
 ES0402  USGS QUAD   -  ARNOLD MESA (1967)
 ES0402
 ES0402                         *CURRENT SURVEY CONTROL
 ES0402  ___________________________________________________________________
 ES0402* NAD 83(1986)-  34 23 06.     (N)    111 59 06.     (W)     SCALED    
 ES0402* NAVD 88     -      1252.64   (+/-2cm)    4109.7    (feet)  VERTCON   
 ES0402  ___________________________________________________________________
 ES0402  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ES0402
 ES0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0402
 ES0402.The horizontal coordinates were scaled from a topographic map and have
 ES0402.an estimated accuracy of +/- 6 seconds.
 ES0402
 ES0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0402.The vertical order pertains to the NGVD 29 superseded value.
 ES0402
 ES0402.The geoid height was determined by GEOID03.
 ES0402
 ES0402;                    North         East    Units  Estimated Accuracy
 ES0402;SPC AZ C     -   375,360.      207,080.      MT  (+/- 180 meters Scaled)
 ES0402
 ES0402                          SUPERSEDED SURVEY CONTROL
 ES0402
 ES0402  NGVD 29 (??/??/92) 1251.913  (m)         4107.32   (f) ADJ UNCH    2 0
 ES0402
 ES0402.Superseded values are not recommended for survey control.
 ES0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0402.See file dsdata.txt to determine how the superseded data were derived.
 ES0402
 ES0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD094052(NAD 83)
 ES0402_MARKER: DB = BENCH MARK DISK
 ES0402_SETTING: 66 = SET IN ROCK OUTCROP
 ES0402_SP_SET: ROCK OUTCROP
 ES0402_STAMPING: A 330 1952
 ES0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0402+STABILITY: POSITION/ELEVATION WELL
 ES0402
 ES0402  HISTORY     - Date     Condition        Report By
 ES0402  HISTORY     - 1952     MONUMENTED       CGS
 ES0402
 ES0402                          STATION DESCRIPTION
 ES0402
 ES0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0402'2.1 MI NW FROM DUGAS.
 ES0402'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0402'1.5 MILES NORTH ALONG A DIM TRACK ROAD, ON THE SOUTHWEST SLOPE OF A
 ES0402'HILL, ON THE INSIDE OF A CURVE IN THE ROAD, AT A LONG ROCKY RIM, SET
 ES0402'IN TOP OF A 4-FOOT BY 2-FOOT ROCK OUTCROP PROJECTING 2 FEET ABOVE THE
 ES0402'GROUND, 54 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT 5 FEET
 ES0402'HIGHER THAN THE ROAD, AND 19 FEET SOUTH OF THE SOUTH END OF THE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0287 ***********************************************************************
 CY0287  DESIGNATION -  A 331
 CY0287  PID         -  CY0287
 CY0287  STATE/COUNTY-  AZ/COCHISE
 CY0287  USGS QUAD   -  BOWIE (1974)
 CY0287
 CY0287                         *CURRENT SURVEY CONTROL
 CY0287  ___________________________________________________________________
 CY0287* NAD 83(1986)-  32 18 22.     (N)    109 23 19.     (W)     SCALED    
 CY0287* NAVD 88     -      1115.30   (+/-2cm)    3659.1    (feet)  VERTCON   
 CY0287  ___________________________________________________________________
 CY0287  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0287
 CY0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0287
 CY0287.The horizontal coordinates were scaled from a topographic map and have
 CY0287.an estimated accuracy of +/- 6 seconds.
 CY0287
 CY0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0287.The vertical order pertains to the NGVD 29 superseded value.
 CY0287
 CY0287.The geoid height was determined by GEOID03.
 CY0287
 CY0287;                    North         East    Units  Estimated Accuracy
 CY0287;SPC AZ E     -   145,070.      286,630.      MT  (+/- 180 meters Scaled)
 CY0287
 CY0287                          SUPERSEDED SURVEY CONTROL
 CY0287
 CY0287  NGVD 29 (??/??/92) 1114.659  (m)         3657.01   (f) ADJ UNCH    1 2
 CY0287
 CY0287.Superseded values are not recommended for survey control.
 CY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0287.See file dsdata.txt to determine how the superseded data were derived.
 CY0287
 CY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA517755(NAD 83)
 CY0287_MARKER: DB = BENCH MARK DISK
 CY0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0287_STAMPING: A 331 1953
 CY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0287+STABILITY: SURFACE MOTION
 CY0287
 CY0287  HISTORY     - Date     Condition        Report By
 CY0287  HISTORY     - 1953     MONUMENTED       CGS
 CY0287  HISTORY     - 1973     MARK NOT FOUND   NGS
 CY0287  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0287
 CY0287                          STATION DESCRIPTION
 CY0287
 CY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0287'5.95 MI E FROM BOWIE.
 CY0287'5.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0287'AT BOWIE, 0.35 MILE EAST OF MILEPOST 1104, 102 FEET SOUTH OF THE SOUTH
 CY0287'RAIL, 98 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 86, 10 FEET
 CY0287'NORTHEAST OF A 10 INCH MESQUITE TREE, 3 FEET WEST OF A WITNESS POST,
 CY0287'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CY0287'GROUND.
 CY0287
 CY0287                          STATION RECOVERY (1973)
 CY0287
 CY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CY0287'MARK NOT FOUND.
 CY0287
 CY0287                          STATION RECOVERY (1979)
 CY0287
 CY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0287'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED HAS
 CY0287'BEEN GRADED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0527 ***********************************************************************
 DA0527  DESIGNATION -  A 332
 DA0527  PID         -  DA0527
 DA0527  STATE/COUNTY-  AZ/MARICOPA
 DA0527  USGS QUAD   -  MIDWAY (1986)
 DA0527
 DA0527                         *CURRENT SURVEY CONTROL
 DA0527  ___________________________________________________________________
 DA0527* NAD 83(1986)-  32 40 52.     (N)    112 50 51.     (W)     SCALED    
 DA0527* NAVD 88     -       336.081  (meters)    1102.63   (feet)  ADJUSTED  
 DA0527  ___________________________________________________________________
 DA0527  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DA0527  DYNAMIC HT  -         335.674 (meters)    1101.29  (feet)  COMP
 DA0527  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 DA0527
 DA0527  VERT ORDER  -  FIRST     CLASS II
 DA0527
 DA0527.The horizontal coordinates were scaled from a topographic map and have
 DA0527.an estimated accuracy of +/- 6 seconds.
 DA0527
 DA0527.The orthometric height was determined by differential leveling
 DA0527.and adjusted by the National Geodetic Survey in June 1991..
 DA0527
 DA0527.The geoid height was determined by GEOID03.
 DA0527
 DA0527.The dynamic height is computed by dividing the NAVD 88
 DA0527.geopotential number by the normal gravity value computed on the
 DA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0527.degrees latitude (g = 980.6199 gals.).
 DA0527
 DA0527.The modeled gravity was interpolated from observed gravity values.
 DA0527
 DA0527;                    North         East    Units  Estimated Accuracy
 DA0527;SPC AZ C     -   186,770.      126,070.      MT  (+/- 180 meters Scaled)
 DA0527
 DA0527                          SUPERSEDED SURVEY CONTROL
 DA0527
 DA0527  NGVD 29 (??/??/92)  335.448  (m)         1100.55   (f) ADJ UNCH    1 2
 DA0527
 DA0527.Superseded values are not recommended for survey control.
 DA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0527.See file dsdata.txt to determine how the superseded data were derived.
 DA0527
 DA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB267174(NAD 83)
 DA0527_MARKER: DB = BENCH MARK DISK
 DA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0527_STAMPING: A 332 1953
 DA0527_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0527+STABILITY: SURFACE MOTION
 DA0527
 DA0527  HISTORY     - Date     Condition        Report By
 DA0527  HISTORY     - 1953     MONUMENTED       CGS
 DA0527  HISTORY     - 1980     GOOD             NGS
 DA0527
 DA0527                          STATION DESCRIPTION
 DA0527
 DA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0527'20.1 MI S FROM GILA BEND.
 DA0527'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0527'COMPANY RAILROAD STATION AT GILA BEND, THENCE 5.1 MILES SOUTH ALONG
 DA0527'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 8 POLES SOUTH OF MILEPOLE
 DA0527'20, 0.1 MILE NORTH OF WOODEN BRIDGE 204, 93.5 FEET WEST OF THE WEST
 DA0527'RAIL, 63 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 4 1/2
 DA0527'FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET EAST OF A WITNESS POST, ABOUT
 DA0527'1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0527'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0527
 DA0527                          STATION RECOVERY (1980)
 DA0527
 DA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0527'32.0 KM (19.9 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0527'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI)
 DA0527'NORTHEAST OF RAILWAY BRIDGE NUMBER 204, 8 POLES SOUTHWEST OF RAILWAY
 DA0527'MILEPOLE 20, SET IN LINE WITH A ROW OF IRON TELEGRAPH POLES, 28.5
 DA0527'METERS (93.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 16.8
 DA0527'METERS (55.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 1.4
 DA0527'METERS (4.5 FT) SOUTHWEST OF THE TELEGRAPH POLE.
 DA0527'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0527'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0313 ***********************************************************************
 DA0313  DESIGNATION -  A 333
 DA0313  PID         -  DA0313
 DA0313  STATE/COUNTY-  AZ/PIMA
 DA0313  USGS QUAD   -  AJO NORTH (1990)
 DA0313
 DA0313                         *CURRENT SURVEY CONTROL
 DA0313  ___________________________________________________________________
 DA0313* NAD 83(1986)-  32 25 34.     (N)    112 50 45.     (W)     SCALED    
 DA0313* NAVD 88     -       463.130  (meters)    1519.45   (feet)  ADJUSTED  
 DA0313  ___________________________________________________________________
 DA0313  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0313  DYNAMIC HT  -         462.545 (meters)    1517.53  (feet)  COMP
 DA0313  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 DA0313
 DA0313  VERT ORDER  -  FIRST     CLASS II
 DA0313
 DA0313.The horizontal coordinates were scaled from a topographic map and have
 DA0313.an estimated accuracy of +/- 6 seconds.
 DA0313
 DA0313.The orthometric height was determined by differential leveling
 DA0313.and adjusted by the National Geodetic Survey in June 1991..
 DA0313
 DA0313.The geoid height was determined by GEOID03.
 DA0313
 DA0313.The dynamic height is computed by dividing the NAVD 88
 DA0313.geopotential number by the normal gravity value computed on the
 DA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0313.degrees latitude (g = 980.6199 gals.).
 DA0313
 DA0313.The modeled gravity was interpolated from observed gravity values.
 DA0313
 DA0313;                    North         East    Units  Estimated Accuracy
 DA0313;SPC AZ C     -   158,490.      125,980.      MT  (+/- 180 meters Scaled)
 DA0313
 DA0313                          SUPERSEDED SURVEY CONTROL
 DA0313
 DA0313  NGVD 29 (??/??/92)  462.450  (m)         1517.22   (f) ADJ UNCH    1 2
 DA0313
 DA0313.Superseded values are not recommended for survey control.
 DA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0313.See file dsdata.txt to determine how the superseded data were derived.
 DA0313
 DA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA264891(NAD 83)
 DA0313_MARKER: DB = BENCH MARK DISK
 DA0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0313_STAMPING: A 333 1953
 DA0313_PROJECTION: FLUSH
 DA0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0313+STABILITY: SURFACE MOTION
 DA0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0313+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0313
 DA0313  HISTORY     - Date     Condition        Report By
 DA0313  HISTORY     - 1953     MONUMENTED       CGS
 DA0313  HISTORY     - 1980     GOOD             NGS
 DA0313  HISTORY     - 20060218 GOOD             USPSQD
 DA0313
 DA0313                          STATION DESCRIPTION
 DA0313
 DA0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0313'3.8 MI N FROM AJO.
 DA0313'3.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0313'THE STATION AT AJO, 0.2 MILE (5 POLES) NORTH OF MILEPOLE 40, 57.6 FEET
 DA0313'EAST OF THE EAST RAIL, 25 1/2 FEET EAST OF THE CENTER LINE OF A DIRT
 DA0313'ROAD, 22 FEET WEST OF THE MOST EASTERLY ONE OF TWO 20-INCH WATER PIPE
 DA0313'LINES, 6 FEET SOUTH OF POWER LINE POLE 75, IN LINE WITH A ROW OF
 DA0313'POLES, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 DA0313'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0313'THE GROUND.
 DA0313
 DA0313                          STATION RECOVERY (1980)
 DA0313
 DA0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0313'6.4 KM (4.0 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0313'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT THE THIRD POWER
 DA0313'POLE NORTHEAST OF RAILWAY MILEPOLE 40, SET IN LINE WITH A ROW OF
 DA0313'POWER POLES, 17.7 METERS (58.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL,
 DA0313'7.8 METERS (25.5 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 1.8
 DA0313'METERS (6.0 FT) SOUTHWEST OF POWER POLE NUMBER 83.
 DA0313'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0313'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0313
 DA0313                          STATION RECOVERY (2006)
 DA0313
 DA0313'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0313'RECOVERED AS DESCRIBED.  NO WITNESS POST.  MARK IS NEAR POLE 83.
 DA0313'LOCATION BY GPS N32.25.35.1   W112.50.46.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0257 ***********************************************************************
 CG0257  DESIGNATION -  A 334
 CG0257  PID         -  CG0257
 CG0257  STATE/COUNTY-  AZ/PIMA
 CG0257  USGS QUAD   -  SAHUARITA (1981)
 CG0257
 CG0257                         *CURRENT SURVEY CONTROL
 CG0257  ___________________________________________________________________
 CG0257* NAD 83(1986)-  31 53 53.     (N)    110 57 44.     (W)     SCALED    
 CG0257* NAVD 88     -       848.482  (meters)    2783.73   (feet)  ADJUSTED  
 CG0257  ___________________________________________________________________
 CG0257  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0257  DYNAMIC HT  -         847.257 (meters)    2779.71  (feet)  COMP
 CG0257  MODELED GRAV-     979,168.5   (mgal)                       NAVD 88
 CG0257
 CG0257  VERT ORDER  -  FIRST     CLASS II
 CG0257
 CG0257.The horizontal coordinates were scaled from a topographic map and have
 CG0257.an estimated accuracy of +/- 6 seconds.
 CG0257
 CG0257.The orthometric height was determined by differential leveling
 CG0257.and adjusted by the National Geodetic Survey in June 1991..
 CG0257
 CG0257.The geoid height was determined by GEOID03.
 CG0257
 CG0257.The dynamic height is computed by dividing the NAVD 88
 CG0257.geopotential number by the normal gravity value computed on the
 CG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0257.degrees latitude (g = 980.6199 gals.).
 CG0257
 CG0257.The modeled gravity was interpolated from observed gravity values.
 CG0257
 CG0257;                    North         East    Units  Estimated Accuracy
 CG0257;SPC AZ C     -    99,960.      303,640.      MT  (+/- 180 meters Scaled)
 CG0257
 CG0257                          SUPERSEDED SURVEY CONTROL
 CG0257
 CG0257  NGVD 29 (??/??/92)  847.778  (m)         2781.42   (f) ADJ UNCH    1 2
 CG0257
 CG0257.Superseded values are not recommended for survey control.
 CG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0257.See file dsdata.txt to determine how the superseded data were derived.
 CG0257
 CG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA035291(NAD 83)
 CG0257_MARKER: DB = BENCH MARK DISK
 CG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0257_STAMPING: A 334 1953
 CG0257_PROJECTION: PROJECTING 12 CENTIMETERS
 CG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0257+STABILITY: SURFACE MOTION
 CG0257
 CG0257  HISTORY     - Date     Condition        Report By
 CG0257  HISTORY     - 1953     MONUMENTED       CGS
 CG0257  HISTORY     - 1980     GOOD             NGS
 CG0257  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0257
 CG0257                          STATION DESCRIPTION
 CG0257
 CG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0257'3.2 MI N FROM CONTINENTAL.
 CG0257'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0257'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 4.2 MILES SOUTH OF
 CG0257'SAHUARITA, 3 1/2 FEET SOUTHWEST OF MILEPOLE 1007, 150 1/2 FEET
 CG0257'SOUTHEAST OF THE CENTER LINE OF FORMER U. S. HIGHWAY 89, 35.0 FEET
 CG0257'NORTHWEST OF THE NORTHWEST RAIL, 9 FEET SOUTHEAST OF THE CENTER LINE
 CG0257'OF A TRACK ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 CG0257'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CG0257'FOOT ABOVE THE GROUND.
 CG0257
 CG0257                          STATION RECOVERY (1980)
 CG0257
 CG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0257'5 KILOMETERS (3.1 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0257'RAILROAD FROM THE POST OFFICE AT SAHUARITA, ALSO 5.3 KILOMETERS
 CG0257'(4.1 MILES) NORTH OF CONTINENAL, 9 3/4 RAILS ( 35.7 METERS /
 CG0257'117 FEET) SOUTH OF THE CROSSING OF A PRIVATE ROAD, 8.2 METERS
 CG0257'(26.8 FEET) NORTHWEST OF RAILROAD MILEPOST 1007, 10.7 METERS
 CG0257'(35 FEET) WEST OF THE WEST RAIL, 45.7 METERS (150 FEET) EAST OF THE
 CG0257'OLD HIGHWAY CENTERLINE.
 CG0257'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CG0257'THE MARK IS 1.5 M BELOW THE RAILS..
 CG0257
 CG0257                          STATION RECOVERY (1995)
 CG0257
 CG0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0192 ***********************************************************************
 CG0192  DESIGNATION -  A 335
 CG0192  PID         -  CG0192
 CG0192  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0192  USGS QUAD   -  RIO RICO (1981)
 CG0192
 CG0192                         *CURRENT SURVEY CONTROL
 CG0192  ___________________________________________________________________
 CG0192* NAD 83(1986)-  31 27 42.     (N)    110 58 22.     (W)     SCALED    
 CG0192* NAVD 88     -      1048.45   (+/-2cm)    3439.8    (feet)  VERTCON   
 CG0192  ___________________________________________________________________
 CG0192  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0192
 CG0192  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0192
 CG0192.The horizontal coordinates were scaled from a topographic map and have
 CG0192.an estimated accuracy of +/- 6 seconds.
 CG0192
 CG0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0192.The vertical order pertains to the NGVD 29 superseded value.
 CG0192
 CG0192.The geoid height was determined by GEOID03.
 CG0192
 CG0192;                    North         East    Units  Estimated Accuracy
 CG0192;SPC AZ C     -    51,570.      303,060.      MT  (+/- 180 meters Scaled)
 CG0192
 CG0192                          SUPERSEDED SURVEY CONTROL
 CG0192
 CG0192  NGVD 29 (??/??/92) 1047.591  (m)         3436.97   (f) ADJ UNCH    1 2
 CG0192
 CG0192.Superseded values are not recommended for survey control.
 CG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0192.See file dsdata.txt to determine how the superseded data were derived.
 CG0192
 CG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV025807(NAD 83)
 CG0192_MARKER: DB = BENCH MARK DISK
 CG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0192_STAMPING: A 335 1953
 CG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0192+STABILITY: SURFACE MOTION
 CG0192
 CG0192  HISTORY     - Date     Condition        Report By
 CG0192  HISTORY     - 1953     MONUMENTED       CGS
 CG0192
 CG0192                          STATION DESCRIPTION
 CG0192
 CG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0192'9.8 MI N FROM NOGALES.
 CG0192'9.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0192'STATION AT NOGALES, 0.2 MILE SOUTHEAST OF THE CALABASAS SIDING SIGN,
 CG0192'102 1/2 FEET NORTHWEST OF MILEPOLE 1040, 48.4 FEET SOUTHWEST OF THE
 CG0192'SOUTHWEST RAIL, 34 1/2 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 CG0192'ROAD, 1.1 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS
 CG0192'POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0192'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0470 ***********************************************************************
 DA0470  DESIGNATION -  A 336
 DA0470  PID         -  DA0470
 DA0470  STATE/COUNTY-  AZ/PIMA
 DA0470  USGS QUAD   -  AJO SOUTH (1990)
 DA0470
 DA0470                         *CURRENT SURVEY CONTROL
 DA0470  ___________________________________________________________________
 DA0470* NAD 83(1986)-  32 22 17.     (N)    112 49 43.     (W)     SCALED    
 DA0470* NAVD 88     -       513.00   (+/-2cm)    1683.1    (feet)  VERTCON   
 DA0470  ___________________________________________________________________
 DA0470  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0470
 DA0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0470
 DA0470.The horizontal coordinates were scaled from a topographic map and have
 DA0470.an estimated accuracy of +/- 6 seconds.
 DA0470
 DA0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0470.The vertical order pertains to the NGVD 29 superseded value.
 DA0470
 DA0470.The geoid height was determined by GEOID03.
 DA0470
 DA0470;                    North         East    Units  Estimated Accuracy
 DA0470;SPC AZ C     -   152,410.      127,540.      MT  (+/- 180 meters Scaled)
 DA0470
 DA0470                          SUPERSEDED SURVEY CONTROL
 DA0470
 DA0470  NGVD 29 (??/??/92)  512.316  (m)         1680.82   (f) ADJ UNCH    2 0
 DA0470
 DA0470.Superseded values are not recommended for survey control.
 DA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0470.See file dsdata.txt to determine how the superseded data were derived.
 DA0470
 DA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA279830(NAD 83)
 DA0470_MARKER: DB = BENCH MARK DISK
 DA0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0470_SP_SET: 16 FT.
 DA0470_STAMPING: A 336 1961
 DA0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0470
 DA0470  HISTORY     - Date     Condition        Report By
 DA0470  HISTORY     - 1961     MONUMENTED       CGS
 DA0470  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0470
 DA0470                          STATION DESCRIPTION
 DA0470
 DA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0470'2.3 MI E FROM AJO.
 DA0470'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0470'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0470'STATE HIGHWAY 85.  THENCE 0.8 MILE EAST ALONG A DIRT ROAD WHICH
 DA0470'FOLLOWS A PIPE LINE, 0.4 MILE WEST OF A STEEL FRAMED GATE ACROSS THE
 DA0470'ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 DA0470'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 DA0470'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH TO 16 FEET AND IS ENCASED
 DA0470'IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
 DA0470
 DA0470                          STATION RECOVERY (1981)
 DA0470
 DA0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0470'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0235 ***********************************************************************
 DA0235  DESIGNATION -  A 337
 DA0235  PID         -  DA0235
 DA0235  STATE/COUNTY-  AZ/PIMA
 DA0235  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0235
 DA0235                         *CURRENT SURVEY CONTROL
 DA0235  ___________________________________________________________________
 DA0235* NAD 83(1986)-  32 28 03.     (N)    112 15 32.     (W)     SCALED    
 DA0235* NAVD 88     -       669.61   (+/-2cm)    2196.9    (feet)  VERTCON   
 DA0235  ___________________________________________________________________
 DA0235  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0235
 DA0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0235
 DA0235.The horizontal coordinates were scaled from a topographic map and have
 DA0235.an estimated accuracy of +/- 6 seconds.
 DA0235
 DA0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0235.The vertical order pertains to the NGVD 29 superseded value.
 DA0235
 DA0235.The geoid height was determined by GEOID03.
 DA0235
 DA0235;                    North         East    Units  Estimated Accuracy
 DA0235;SPC AZ C     -   162,760.      181,190.      MT  (+/- 180 meters Scaled)
 DA0235
 DA0235                          SUPERSEDED SURVEY CONTROL
 DA0235
 DA0235  NGVD 29 (??/??/92)  668.928  (m)         2194.64   (f) ADJ UNCH    2 0
 DA0235
 DA0235.Superseded values are not recommended for survey control.
 DA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0235.See file dsdata.txt to determine how the superseded data were derived.
 DA0235
 DA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA816929(NAD 83)
 DA0235_MARKER: DB = BENCH MARK DISK
 DA0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0235_SP_SET: 18.5 FT.
 DA0235_STAMPING: A 337 1961
 DA0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0235
 DA0235  HISTORY     - Date     Condition        Report By
 DA0235  HISTORY     - 1961     MONUMENTED       CGS
 DA0235
 DA0235                          STATION DESCRIPTION
 DA0235
 DA0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0235'1.0 MI W FROM VENTANA.
 DA0235'ABOUT 1.0 MILE WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0235'VENTANA, 100 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST
 DA0235'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A
 DA0235'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DA0235'DEPTH OF 18 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4
 DA0235'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0456 ***********************************************************************
 DA0456  DESIGNATION -  A 338
 DA0456  PID         -  DA0456
 DA0456  STATE/COUNTY-  AZ/PIMA
 DA0456  USGS QUAD   -  GUNSIGHT (1990)
 DA0456
 DA0456                         *CURRENT SURVEY CONTROL
 DA0456  ___________________________________________________________________
 DA0456* NAD 83(1986)-  32 08 27.     (N)    112 38 46.     (W)     SCALED    
 DA0456* NAVD 88     -       674.60   (+/-2cm)    2213.3    (feet)  VERTCON   
 DA0456  ___________________________________________________________________
 DA0456  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0456
 DA0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0456
 DA0456.The horizontal coordinates were scaled from a topographic map and have
 DA0456.an estimated accuracy of +/- 6 seconds.
 DA0456
 DA0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0456.The vertical order pertains to the NGVD 29 superseded value.
 DA0456
 DA0456.The geoid height was determined by GEOID03.
 DA0456
 DA0456;                    North         East    Units  Estimated Accuracy
 DA0456;SPC AZ C     -   126,720.      144,540.      MT  (+/- 180 meters Scaled)
 DA0456
 DA0456                          SUPERSEDED SURVEY CONTROL
 DA0456
 DA0456  NGVD 29 (??/??/92)  673.845  (m)         2210.77   (f) ADJ UNCH    2 0
 DA0456
 DA0456.Superseded values are not recommended for survey control.
 DA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0456.See file dsdata.txt to determine how the superseded data were derived.
 DA0456
 DA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA447572(NAD 83)
 DA0456_MARKER: DB = BENCH MARK DISK
 DA0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0456_SP_SET: 9 1/2 FT.
 DA0456_STAMPING: A 338 1961
 DA0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0456
 DA0456  HISTORY     - Date     Condition        Report By
 DA0456  HISTORY     - 1961     MONUMENTED       CGS
 DA0456  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0456
 DA0456                          STATION DESCRIPTION
 DA0456
 DA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0456'22.65 MI SE FROM AJO.
 DA0456'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0456'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0456'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0456'THENCE 6.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  1.0 MILE
 DA0456'SOUTHEAST OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH
 DA0456'TO WALLS WELL, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 DA0456'NORTHWEST OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL WITNESS POST,
 DA0456'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON A 5/8-INCH COPPER
 DA0456'COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A
 DA0456'6-INCH TILE WHICH PROJECTS 3 INCHES.
 DA0456
 DA0456                          STATION RECOVERY (1997)
 DA0456
 DA0456'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0270 ***********************************************************************
 DA0270  DESIGNATION -  A 339
 DA0270  PID         -  DA0270
 DA0270  STATE/COUNTY-  AZ/PIMA
 DA0270  USGS QUAD   -  PISINIMO (1990)
 DA0270
 DA0270                         *CURRENT SURVEY CONTROL
 DA0270  ___________________________________________________________________
 DA0270* NAD 83(1986)-  32 01 18.     (N)    112 18 17.     (W)     SCALED    
 DA0270* NAVD 88     -       575.42   (+/-2cm)    1887.9    (feet)  VERTCON   
 DA0270  ___________________________________________________________________
 DA0270  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0270
 DA0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0270
 DA0270.The horizontal coordinates were scaled from a topographic map and have
 DA0270.an estimated accuracy of +/- 6 seconds.
 DA0270
 DA0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0270.The vertical order pertains to the NGVD 29 superseded value.
 DA0270
 DA0270.The geoid height was determined by GEOID03.
 DA0270
 DA0270;                    North         East    Units  Estimated Accuracy
 DA0270;SPC AZ C     -   113,340.      176,700.      MT  (+/- 180 meters Scaled)
 DA0270
 DA0270                          SUPERSEDED SURVEY CONTROL
 DA0270
 DA0270  NGVD 29 (??/??/92)  574.743  (m)         1885.64   (f) ADJ UNCH    2 0
 DA0270
 DA0270.Superseded values are not recommended for survey control.
 DA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0270.See file dsdata.txt to determine how the superseded data were derived.
 DA0270
 DA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA767435(NAD 83)
 DA0270_MARKER: DB = BENCH MARK DISK
 DA0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0270_SP_SET: 16 FT.
 DA0270_STAMPING: A 339 1961
 DA0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0270
 DA0270  HISTORY     - Date     Condition        Report By
 DA0270  HISTORY     - 1961     MONUMENTED       CGS
 DA0270
 DA0270                          STATION DESCRIPTION
 DA0270
 DA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0270'1.35 MI SE FROM PISINIMO.
 DA0270'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0270'PISINIMO, AN INDIAN VILLAGE.  THENCE 1.0 MILE SOUTHEAST ALONG A TRAIL
 DA0270'ROAD.  60 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.8
 DA0270'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0270'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET
 DA0270'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES. NOTE-- THIS
 DA0270'MARK IS 0.35 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0270'WHICH PROJECTS 16 FEET AND IS NUMBERED 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0317 ***********************************************************************
 FP0317  DESIGNATION -  A 34
 FP0317  PID         -  FP0317
 FP0317  STATE/COUNTY-  AZ/APACHE
 FP0317  USGS QUAD   -  GANADO (1973)
 FP0317
 FP0317                         *CURRENT SURVEY CONTROL
 FP0317  ___________________________________________________________________
 FP0317* NAD 83(1986)-  35 43 03.     (N)    109 35 23.     (W)     SCALED    
 FP0317* NAVD 88     -      1935.608  (meters)    6350.41   (feet)  ADJUSTED  
 FP0317  ___________________________________________________________________
 FP0317  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FP0317  DYNAMIC HT  -        1932.994 (meters)    6341.83  (feet)  COMP
 FP0317  MODELED GRAV-     979,213.6   (mgal)                       NAVD 88
 FP0317
 FP0317  VERT ORDER  -  FIRST     CLASS II
 FP0317
 FP0317.The horizontal coordinates were scaled from a topographic map and have
 FP0317.an estimated accuracy of +/- 6 seconds.
 FP0317
 FP0317.The orthometric height was determined by differential leveling
 FP0317.and adjusted by the National Geodetic Survey in June 1991..
 FP0317
 FP0317.The geoid height was determined by GEOID03.
 FP0317
 FP0317.The dynamic height is computed by dividing the NAVD 88
 FP0317.geopotential number by the normal gravity value computed on the
 FP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0317.degrees latitude (g = 980.6199 gals.).
 FP0317
 FP0317.The modeled gravity was interpolated from observed gravity values.
 FP0317
 FP0317;                    North         East    Units  Estimated Accuracy
 FP0317;SPC AZ E     -   523,320.      265,560.      MT  (+/- 180 meters Scaled)
 FP0317
 FP0317                          SUPERSEDED SURVEY CONTROL
 FP0317
 FP0317  NGVD 29 (??/??/92) 1934.662  (m)         6347.30   (f) ADJ UNCH    1 2
 FP0317
 FP0317.Superseded values are not recommended for survey control.
 FP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0317.See file dsdata.txt to determine how the superseded data were derived.
 FP0317
 FP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE275535(NAD 83)
 FP0317_MARKER: DB = BENCH MARK DISK
 FP0317_SETTING: 66 = SET IN ROCK OUTCROP
 FP0317_SP_SET: OUTCROP
 FP0317_STAMPING: 6347.304 A 34 1933
 FP0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0317+STABILITY: POSITION/ELEVATION WELL
 FP0317
 FP0317  HISTORY     - Date     Condition        Report By
 FP0317  HISTORY     - 1933     MONUMENTED       CGS
 FP0317  HISTORY     - 1973     GOOD             USGS
 FP0317
 FP0317                          STATION DESCRIPTION
 FP0317
 FP0317'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0317'3.4 MI SW FROM GANADO.
 FP0317'0.1 MILES S. FROM THE P.O. AT GANADO TO THE INTERSECTION WITH STATE
 FP0317'HIGHWAY 264.  2.7 MILES W. TO A ROAD LEFT.  S. 0.6 MILES TO
 FP0317'INTERSECTION WITH OLD ROAD ON THE EAST BANK OF WASH.  105 YARDS
 FP0317'NORTHWEST OF THE OLD ROAD AND WASH CROSSING.  78 FEET NORTH OF
 FP0317'CENTERLINE OF OLD ROAD.  IN THE TOP OF THE NORTHWEST SIDE OF A LONG
 FP0317'LIMESTONE OUTCROP.  A STANDARD DISK STAMPED 6347.304 A 34 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1522 ***********************************************************************
 GR1522  DESIGNATION -  A 34
 GR1522  PID         -  GR1522
 GR1522  STATE/COUNTY-  AZ/MOHAVE
 GR1522  USGS QUAD   -  THE TEMPLE (1983)
 GR1522
 GR1522                         *CURRENT SURVEY CONTROL
 GR1522  ___________________________________________________________________
 GR1522* NAD 83(1992)-  36 05 01.38524(N)    114 19 40.56488(W)     ADJUSTED  
 GR1522* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GR1522  ___________________________________________________________________
 GR1522  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 GR1522  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR1522
 GR1522  HORZ ORDER  -  THIRD
 GR1522
 GR1522.The horizontal coordinates were established by classical geodetic methods
 GR1522.and adjusted by the National Geodetic Survey in August 1993..
 GR1522
 GR1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1522
 GR1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1522
 GR1522.The geoid height was determined by GEOID03.
 GR1522
 GR1522;                    North         East     Units Scale Factor Converg.
 GR1522;SPC AZ W     -   563,974.715   161,309.606   MT  0.99996670   -0 20 25.4
 GR1522;SPC AZ W     - 1,850,310.74    529,230.99   iFT  0.99996670   -0 20 25.4
 GR1522;SPC NV E     - 8,148,688.481   313,063.104   MT  1.00005746   +0 44 22.1
 GR1522;SPC NV E     -26,734,488.79  1,027,107.87   sFT  1.00005746   +0 44 22.1
 GR1522;UTM  11      - 3,996,539.773   740,599.037   MT  1.00031333   +1 34 28.2
 GR1522
 GR1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1522!SPC AZ W     -   0.99994603  x   0.99996670  =   0.99991273
 GR1522!SPC NV E     -   0.99994603  x   1.00005746  =   1.00000349
 GR1522!UTM  11      -   0.99994603  x   1.00031333  =   1.00025934
 GR1522
 GR1522                          SUPERSEDED SURVEY CONTROL
 GR1522
 GR1522  NAD 83(1986)-  36 05 01.37514(N)    114 19 40.55935(W) AD(       ) 3
 GR1522  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1522
 GR1522.Superseded values are not recommended for survey control.
 GR1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1522.See file dsdata.txt to determine how the superseded data were derived.
 GR1522
 GR1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4059996540(NAD 83)
 GR1522_MARKER: DS = TRIANGULATION STATION DISK
 GR1522_SETTING: 80 = SET IN A BOULDER
 GR1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1522+STABILITY: SURFACE MOTION
 GR1522
 GR1522  HISTORY     - Date     Condition        Report By
 GR1522  HISTORY     - 1948     MONUMENTED       USGS
 GR1522
 GR1522                          STATION DESCRIPTION
 GR1522
 GR1522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1522'NOT OCCUPIED.
 GR1522'
 GR1522'LOCATED ABOUT 4.2 MI NW. OF THE TEMPLE.  ABOUT 55 FT. SW. OF HIGH
 GR1522'WATER MARK AT NORTHEAST END OF RIDGE, ABOUT 25 FT. ABOVE HIGH
 GR1522'WATER MARK.
 GR1522'
 GR1522'STATION MARK--STANDARD TABLET STAMPED---A34 1948---, CEMENTED IN
 GR1522'TOP OF BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0119 ***********************************************************************
 CH0119  DESIGNATION -  A 340
 CH0119  PID         -  CH0119
 CH0119  STATE/COUNTY-  AZ/PIMA
 CH0119  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0119
 CH0119                         *CURRENT SURVEY CONTROL
 CH0119  ___________________________________________________________________
 CH0119* NAD 83(1986)-  31 50 50.     (N)    112 33 47.     (W)     SCALED    
 CH0119* NAVD 88     -       547.02   (+/-2cm)    1794.7    (feet)  VERTCON   
 CH0119  ___________________________________________________________________
 CH0119  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CH0119
 CH0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0119
 CH0119.The horizontal coordinates were scaled from a topographic map and have
 CH0119.an estimated accuracy of +/- 6 seconds.
 CH0119
 CH0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0119.The vertical order pertains to the NGVD 29 superseded value.
 CH0119
 CH0119.The geoid height was determined by GEOID03.
 CH0119
 CH0119;                    North         East    Units  Estimated Accuracy
 CH0119;SPC AZ C     -    94,110.      152,190.      MT  (+/- 180 meters Scaled)
 CH0119
 CH0119                          SUPERSEDED SURVEY CONTROL
 CH0119
 CH0119  NGVD 29 (??/??/92)  546.302  (m)         1792.33   (f) ADJ UNCH    2 0
 CH0119
 CH0119.Superseded values are not recommended for survey control.
 CH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0119.See file dsdata.txt to determine how the superseded data were derived.
 CH0119
 CH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA521245(NAD 83)
 CH0119_MARKER: DB = BENCH MARK DISK
 CH0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0119_SP_SET: 16 FT.
 CH0119_STAMPING: A 340 1961
 CH0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0119+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 CH0119
 CH0119  HISTORY     - Date     Condition        Report By
 CH0119  HISTORY     - 1961     MONUMENTED       CGS
 CH0119  HISTORY     - 20020407 GOOD             INDIV
 CH0119
 CH0119                          STATION DESCRIPTION
 CH0119
 CH0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0119'2.5 MI N FROM MENAGERS.
 CH0119'ABOUT 2.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0119'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.8 MILE NORTH OF THE
 CH0119'NORTHWEST END OF A LOW RANGE OF MOUNTAINS, 73 FEET EAST OF THE CENTER
 CH0119'LINE OF THE ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0119'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CH0119'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 CH0119'PROJECTS 4 INCHES.
 CH0119
 CH0119                          STATION RECOVERY (2002)
 CH0119
 CH0119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0765 ***********************************************************************
 FR0765  DESIGNATION -  A 340 RESET
 FR0765  PID         -  FR0765
 FR0765  STATE/COUNTY-  AZ/YAVAPAI
 FR0765  USGS QUAD   -  ASH FORK (1979)
 FR0765
 FR0765                         *CURRENT SURVEY CONTROL
 FR0765  ___________________________________________________________________
 FR0765* NAD 83(1986)-  35 13 20.     (N)    112 28 02.     (W)     SCALED    
 FR0765* NAVD 88     -      1580.771  (meters)    5186.25   (feet)  ADJUSTED  
 FR0765  ___________________________________________________________________
 FR0765  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR0765  DYNAMIC HT  -        1578.691 (meters)    5179.42  (feet)  COMP
 FR0765  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 FR0765
 FR0765  VERT ORDER  -  FIRST     CLASS II
 FR0765
 FR0765.The horizontal coordinates were scaled from a topographic map and have
 FR0765.an estimated accuracy of +/- 6 seconds.
 FR0765
 FR0765.The orthometric height was determined by differential leveling
 FR0765.and adjusted by the National Geodetic Survey in June 1991..
 FR0765
 FR0765.The geoid height was determined by GEOID03.
 FR0765
 FR0765.The dynamic height is computed by dividing the NAVD 88
 FR0765.geopotential number by the normal gravity value computed on the
 FR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0765.degrees latitude (g = 980.6199 gals.).
 FR0765
 FR0765.The modeled gravity was interpolated from observed gravity values.
 FR0765
 FR0765;                    North         East    Units  Estimated Accuracy
 FR0765;SPC AZ C     -   468,370.      163,240.      MT  (+/- 180 meters Scaled)
 FR0765
 FR0765                          SUPERSEDED SURVEY CONTROL
 FR0765
 FR0765.No superseded survey control is available for this station.
 FR0765
 FR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD664986(NAD 83)
 FR0765_MARKER: DB = BENCH MARK DISK
 FR0765_SETTING: 66 = SET IN ROCK OUTCROP
 FR0765_SP_SET: ROCK OUTCROP
 FR0765_STAMPING: A 340 RESET 1981
 FR0765_MARK LOGO: NGS   
 FR0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0765+STABILITY: POSITION/ELEVATION WELL
 FR0765
 FR0765  HISTORY     - Date     Condition        Report By
 FR0765  HISTORY     - 1981     MONUMENTED       NGS
 FR0765  HISTORY     - 1982     GOOD             NGS
 FR0765
 FR0765                          STATION DESCRIPTION
 FR0765
 FR0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0765'1.1 KM (0.65 MI) EAST FROM ASH FORK.
 FR0765'0.8 KM (0.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0765'US HIGHWAY 89 IN ASH FORK, THENCE 0.3 KM (0.15 MI) CROSS COUNTRY, IN
 FR0765'TOP OF A VOLCANIC OUTCROP NEAR THE EAST END OF A CUT BANK, ABOUT 60
 FR0765'METERS (200 FT) NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 40
 FR0765'BUSINESS LOOP, 0.05 MILE WEST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0765'RAILROAD MILEPOST 400, 29.2 METERS (96 FT) NORTH OF THE NORTH RAIL,
 FR0765'30.4 METERS (100 FT) NORTH-NORTHEAST OF A SIDING SWITCH, 18.2 METERS
 FR0765'(60 FT) WEST OF TELEPHONE POLE 25K, 4.7 METERS (15 FT) SOUTH OF A
 FR0765'FENCE.
 FR0765'THE MARK IS 4.5 METERS  E FROM A WITNESS POST.
 FR0765'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0147 ***********************************************************************
 FR0147  DESIGNATION -  A 341
 FR0147  PID         -  FR0147
 FR0147  STATE/COUNTY-  AZ/COCONINO
 FR0147  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0147
 FR0147                         *CURRENT SURVEY CONTROL
 FR0147  ___________________________________________________________________
 FR0147* NAD 83(1986)-  35 15 26.     (N)    112 09 27.     (W)     SCALED    
 FR0147* NAVD 88     -      2088.761  (meters)    6852.88   (feet)  ADJUSTED  
 FR0147  ___________________________________________________________________
 FR0147  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FR0147  DYNAMIC HT  -        2085.823 (meters)    6843.24  (feet)  COMP
 FR0147  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 FR0147
 FR0147  VERT ORDER  -  FIRST     CLASS II
 FR0147
 FR0147.The horizontal coordinates were scaled from a topographic map and have
 FR0147.an estimated accuracy of +/- 6 seconds.
 FR0147
 FR0147.The orthometric height was determined by differential leveling
 FR0147.and adjusted by the National Geodetic Survey in June 1991..
 FR0147
 FR0147.The geoid height was determined by GEOID03.
 FR0147
 FR0147.The dynamic height is computed by dividing the NAVD 88
 FR0147.geopotential number by the normal gravity value computed on the
 FR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0147.degrees latitude (g = 980.6199 gals.).
 FR0147
 FR0147.The modeled gravity was interpolated from observed gravity values.
 FR0147
 FR0147;                    North         East    Units  Estimated Accuracy
 FR0147;SPC AZ C     -   472,140.      191,450.      MT  (+/- 180 meters Scaled)
 FR0147
 FR0147                          SUPERSEDED SURVEY CONTROL
 FR0147
 FR0147  NGVD 29 (??/??/92) 2087.774  (m)         6849.64   (f) ADJ UNCH    1 2
 FR0147
 FR0147.Superseded values are not recommended for survey control.
 FR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0147.See file dsdata.txt to determine how the superseded data were derived.
 FR0147
 FR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE947021(NAD 83)
 FR0147_MARKER: DB = BENCH MARK DISK
 FR0147_SETTING: 66 = SET IN ROCK OUTCROP
 FR0147_SP_SET: ROCK OUTCROP
 FR0147_STAMPING: A 341 1958
 FR0147_MARK LOGO: CGS   
 FR0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0147+STABILITY: POSITION/ELEVATION WELL
 FR0147
 FR0147  HISTORY     - Date     Condition        Report By
 FR0147  HISTORY     - 1958     MONUMENTED       CGS
 FR0147  HISTORY     - 1982     GOOD             NGS
 FR0147
 FR0147                          STATION DESCRIPTION
 FR0147
 FR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0147'1.3 MI E FROM WILLIAMS.
 FR0147'1.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0147'WILLIAMS, 0.1 MILE WEST OF MILEPOST NUMBER 185, 6.6 FEET SOUTH OF THE
 FR0147'FENCE, 3.4 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN
 FR0147'A LARGE ROCK OUTCROP PROJECTING 2 FEET.
 FR0147
 FR0147                          STATION RECOVERY (1982)
 FR0147
 FR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0147'3.4 KM (2.1 MI) EAST ALONG US HIGHWAU 66 FROM THE ATCHISON, TOPEKA,
 FR0147'AND SANTA FE RAILROAD STATION IN WILLIAMS, 0.2 KM (0.15 MI) EAST OF
 FR0147'THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD OVERPASS, 0.2 KM (0.15 MI)
 FR0147'WEST OF A PAVED ROAD LEADING SOUTH TO THE DEPARTMENT OF HIGHWAYS YARD,
 FR0147'IN THE TOP OF A LAVA OUTCROP ALMOST COMPLETLY COVERED BY HIGHWAY FILL
 FR0147'DIRT, SOUTH OF AND ACROSS THE HIGHWAY FROM A BRACED FENCE POST, 22.8
 FR0147'METERS (75 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 METERS (105
 FR0147'FT) WEST OF GUYED CABLE POLE 131C, 18.2 METERS (60 FT) NORTHWEST OF
 FR0147'TWIN PONDAROSA PINES, 18.2 METERS (60 FT) EAST OF TWO STUMPS, 13.7
 FR0147'METERS (45 FT) NORTH OF AND 8 FEET ABOVE THE BOTTOM OF A CREEK.
 FR0147'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0147'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0012 ***********************************************************************
 CH0012  DESIGNATION -  A 341
 CH0012  PID         -  CH0012
 CH0012  STATE/COUNTY-  AZ/PIMA
 CH0012  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0012
 CH0012                         *CURRENT SURVEY CONTROL
 CH0012  ___________________________________________________________________
 CH0012* NAD 83(1986)-  31 47 58.     (N)    112 22 16.     (W)     SCALED    
 CH0012* NAVD 88     -       524.50   (+/-2cm)    1720.8    (feet)  VERTCON   
 CH0012  ___________________________________________________________________
 CH0012  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CH0012
 CH0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0012
 CH0012.The horizontal coordinates were scaled from a topographic map and have
 CH0012.an estimated accuracy of +/- 6 seconds.
 CH0012
 CH0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0012.The vertical order pertains to the NGVD 29 superseded value.
 CH0012
 CH0012.The geoid height was determined by GEOID03.
 CH0012
 CH0012;                    North         East    Units  Estimated Accuracy
 CH0012;SPC AZ C     -    88,720.      170,330.      MT  (+/- 180 meters Scaled)
 CH0012
 CH0012                          SUPERSEDED SURVEY CONTROL
 CH0012
 CH0012  NGVD 29 (??/??/92)  523.802  (m)         1718.51   (f) ADJ UNCH    2 0
 CH0012
 CH0012.Superseded values are not recommended for survey control.
 CH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0012.See file dsdata.txt to determine how the superseded data were derived.
 CH0012
 CH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA702190(NAD 83)
 CH0012_MARKER: DB = BENCH MARK DISK
 CH0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0012_SP_SET: FOUNDATION
 CH0012_STAMPING: A 341 1961
 CH0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0012
 CH0012  HISTORY     - Date     Condition        Report By
 CH0012  HISTORY     - 1961     MONUMENTED       CGS
 CH0012
 CH0012                          STATION DESCRIPTION
 CH0012
 CH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0012'5.85 MI W FROM PAPAGO FARMS.
 CH0012'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0012'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0012'WINDMILL AND STONE WATER TANKS.  1.5 MILES IN A GENERAL WESTERLY
 CH0012'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 CH0012'16 FEET AND IS NUMBERED 58, 1.45 MILES EAST AND 0.45 MILE SOUTH FROM A
 CH0012'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0012'NUMBERED 57, 200 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 CH0012'CENTER OF THE TOP OF AN ABANDONED CONCRETE FOUNDATION, 13 FEET
 CH0012'NORTH-NORTHWEST OF THE NORTHEAST LEG AND 13 FEET NORTH-NORTHEAST OF
 CH0012'THE NORTHWEST LEG OF THE WINDMILL, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0205 ***********************************************************************
 FQ0205  DESIGNATION -  A 342
 FQ0205  PID         -  FQ0205
 FQ0205  STATE/COUNTY-  AZ/COCONINO
 FQ0205  USGS QUAD   -  BABBITT WASH (1983)
 FQ0205
 FQ0205                         *CURRENT SURVEY CONTROL
 FQ0205  ___________________________________________________________________
 FQ0205* NAD 83(1986)-  35 07 57.     (N)    111 11 47.     (W)     SCALED    
 FQ0205* NAVD 88     -      1751.441  (meters)    5746.19   (feet)  ADJUSTED  
 FQ0205  ___________________________________________________________________
 FQ0205  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0205  DYNAMIC HT  -        1749.059 (meters)    5738.37  (feet)  COMP
 FQ0205  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 FQ0205
 FQ0205  VERT ORDER  -  SECOND    CLASS 0
 FQ0205
 FQ0205.The horizontal coordinates were scaled from a topographic map and have
 FQ0205.an estimated accuracy of +/- 6 seconds.
 FQ0205
 FQ0205.The orthometric height was determined by differential leveling
 FQ0205.and adjusted by the National Geodetic Survey in June 1991..
 FQ0205
 FQ0205.The geoid height was determined by GEOID03.
 FQ0205
 FQ0205.The dynamic height is computed by dividing the NAVD 88
 FQ0205.geopotential number by the normal gravity value computed on the
 FQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0205.degrees latitude (g = 980.6199 gals.).
 FQ0205
 FQ0205.The modeled gravity was interpolated from observed gravity values.
 FQ0205
 FQ0205;                    North         East    Units  Estimated Accuracy
 FQ0205;SPC AZ C     -   458,510.      279,000.      MT  (+/- 180 meters Scaled)
 FQ0205
 FQ0205                          SUPERSEDED SURVEY CONTROL
 FQ0205
 FQ0205  NGVD 29 (??/??/92) 1750.542  (m)         5743.24   (f) ADJ UNCH    2 0
 FQ0205
 FQ0205.Superseded values are not recommended for survey control.
 FQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0205.See file dsdata.txt to determine how the superseded data were derived.
 FQ0205
 FQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD821877(NAD 83)
 FQ0205_MARKER: DB = BENCH MARK DISK
 FQ0205_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0205_SP_SET: BEDROCK
 FQ0205_STAMPING: A 342 1958
 FQ0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0205+STABILITY: POSITION/ELEVATION WELL
 FQ0205
 FQ0205  HISTORY     - Date     Condition        Report By
 FQ0205  HISTORY     - 1958     MONUMENTED       CGS
 FQ0205  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0205
 FQ0205                          STATION DESCRIPTION
 FQ0205
 FQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0205'28.3 MI E FROM FLAGSTAFF.
 FQ0205'28.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0205'IN FLAGSTAFF, 30.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST
 FQ0205'OFFICE IN WINSLOW, 100 YARDS SOUTH OF A ROCK CUT ON THE HIGHWAY, 95
 FQ0205'FEET SOUTH OF A FENCE, 15 FEET SOUTH OF A WITNESS POST AND CEMENTED IN
 FQ0205'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0205
 FQ0205                          STATION RECOVERY (1983)
 FQ0205
 FQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0026 ***********************************************************************
 CH0026  DESIGNATION -  A 342
 CH0026  PID         -  CH0026
 CH0026  STATE/COUNTY-  AZ/PIMA
 CH0026  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0026
 CH0026                         *CURRENT SURVEY CONTROL
 CH0026  ___________________________________________________________________
 CH0026* NAD 83(1986)-  31 48 30.     (N)    112 10 24.     (W)     SCALED    
 CH0026* NAVD 88     -       579.08   (+/-2cm)    1899.9    (feet)  VERTCON   
 CH0026  ___________________________________________________________________
 CH0026  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CH0026
 CH0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0026
 CH0026.The horizontal coordinates were scaled from a topographic map and have
 CH0026.an estimated accuracy of +/- 6 seconds.
 CH0026
 CH0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0026.The vertical order pertains to the NGVD 29 superseded value.
 CH0026
 CH0026.The geoid height was determined by GEOID03.
 CH0026
 CH0026;                    North         East    Units  Estimated Accuracy
 CH0026;SPC AZ C     -    89,650.      189,060.      MT  (+/- 180 meters Scaled)
 CH0026
 CH0026                          SUPERSEDED SURVEY CONTROL
 CH0026
 CH0026  NGVD 29 (??/??/92)  578.393  (m)         1897.61   (f) ADJ UNCH    2 0
 CH0026
 CH0026.Superseded values are not recommended for survey control.
 CH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0026.See file dsdata.txt to determine how the superseded data were derived.
 CH0026
 CH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA889197(NAD 83)
 CH0026_MARKER: DB = BENCH MARK DISK
 CH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0026_STAMPING: A 342 1961
 CH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0026+STABILITY: SURFACE MOTION
 CH0026
 CH0026  HISTORY     - Date     Condition        Report By
 CH0026  HISTORY     - 1961     MONUMENTED       CGS
 CH0026
 CH0026                          STATION DESCRIPTION
 CH0026
 CH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0026'2.85 MI SW FROM KOTS KUG.
 CH0026'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0026'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0026'WEST ALONG A GRADED DIRT ROAD, 0.5 MILE NORTHWEST OF A 4X4-INCH WHITE
 CH0026'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 101
 CH0026'YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF THE GRADED DIRT ROAD
 CH0026'AND A TRAIL ROAD LEADING SOUTHEAST, IN LINE WITH A ROW OF TELEPHONE
 CH0026'POLES, 47 FEET WEST OF A TELEPHONE POLE, 52 FEET NORTH OF THE CENTER
 CH0026'LINE OF THE GRADED DIRT ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 CH0026'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CH0026'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0243 ***********************************************************************
 ET0243  DESIGNATION -  A 343 RESET
 ET0243  PID         -  ET0243
 ET0243  STATE/COUNTY-  AZ/YAVAPAI
 ET0243  USGS QUAD   -  JOES HILL (1969)
 ET0243
 ET0243                         *CURRENT SURVEY CONTROL
 ET0243  ___________________________________________________________________
 ET0243* NAD 83(1986)-  34 12 34.     (N)    112 07 05.     (W)     SCALED    
 ET0243* NAVD 88     -      1053.73   (+/-2cm)    3457.1    (feet)  VERTCON   
 ET0243  ___________________________________________________________________
 ET0243  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 ET0243
 ET0243  VERT ORDER  -  THIRD (See Below)
 ET0243
 ET0243.The horizontal coordinates were scaled from a topographic map and have
 ET0243.an estimated accuracy of +/- 6 seconds.
 ET0243
 ET0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0243.The vertical order pertains to the NGVD 29 superseded value.
 ET0243
 ET0243.The geoid height was determined by GEOID03.
 ET0243
 ET0243;                    North         East    Units  Estimated Accuracy
 ET0243;SPC AZ C     -   355,900.      194,800.      MT  (+/- 180 meters Scaled)
 ET0243
 ET0243                          SUPERSEDED SURVEY CONTROL
 ET0243
 ET0243  NGVD 29 (??/??/??) 1053.08   (m)         3455.0    (f) RESET       3  
 ET0243
 ET0243.Superseded values are not recommended for survey control.
 ET0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0243.See file dsdata.txt to determine how the superseded data were derived.
 ET0243
 ET0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970859(NAD 83)
 ET0243_MARKER: DB = BENCH MARK DISK
 ET0243_SETTING: 80 = SET IN A BOULDER
 ET0243_SP_SET: BOULDER
 ET0243_STAMPING: A 343 RESET 1963
 ET0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0243+STABILITY: SURFACE MOTION
 ET0243
 ET0243  HISTORY     - Date     Condition        Report By
 ET0243  HISTORY     - 1963     MONUMENTED       AZDT
 ET0243
 ET0243                          STATION DESCRIPTION
 ET0243
 ET0243'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1963
 ET0243'11.0 MI N FROM BLACK CANYON.
 ET0243'11 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0243'CANYON, 200 FEET SOUTH OF MILEPOST 254, 43 FEET WEST OF THE CENTER OF
 ET0243'THE HIGHWAY, 60 FEET NORTH OF TWO 24-INCH METAL PIPE CULVERTS, SET IN
 ET0243'DRILL HOLE IN 3-FOOT BY 5-FOOT BOULDER PROJECTING 3 FEET, WITNESS POST
 ET0243'SET ALONG SIDE BOULDER, MARK ABOUT 2 FEET LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0913 ***********************************************************************
 DA0913  DESIGNATION -  A 344
 DA0913  PID         -  DA0913
 DA0913  STATE/COUNTY-  AZ/PIMA
 DA0913  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0913
 DA0913                         *CURRENT SURVEY CONTROL
 DA0913  ___________________________________________________________________
 DA0913* NAD 83(1986)-  32 05 56.     (N)    113 10 57.     (W)     SCALED    
 DA0913* NAVD 88     -       329.57   (+/-2cm)    1081.3    (feet)  VERTCON   
 DA0913  ___________________________________________________________________
 DA0913  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA0913
 DA0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0913
 DA0913.The horizontal coordinates were scaled from a topographic map and have
 DA0913.an estimated accuracy of +/- 6 seconds.
 DA0913
 DA0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0913.The vertical order pertains to the NGVD 29 superseded value.
 DA0913
 DA0913.The geoid height was determined by GEOID03.
 DA0913
 DA0913;                    North         East    Units  Estimated Accuracy
 DA0913;SPC AZ C     -   122,530.       93,880.      MT  (+/- 180 meters Scaled)
 DA0913
 DA0913                          SUPERSEDED SURVEY CONTROL
 DA0913
 DA0913  NGVD 29 (??/??/92)  328.880  (m)         1079.00   (f) ADJ UNCH    2 0
 DA0913
 DA0913.Superseded values are not recommended for survey control.
 DA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0913.See file dsdata.txt to determine how the superseded data were derived.
 DA0913
 DA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA940534(NAD 83)
 DA0913_MARKER: DB = BENCH MARK DISK
 DA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0913_STAMPING: A 344 1961
 DA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0913+STABILITY: SURFACE MOTION
 DA0913
 DA0913  HISTORY     - Date     Condition        Report By
 DA0913  HISTORY     - 1961     MONUMENTED       CGS
 DA0913  HISTORY     - 1962     GOOD             NGS
 DA0913
 DA0913                          STATION DESCRIPTION
 DA0913
 DA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0913'34.9 MI SW FROM AJO.
 DA0913'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0913'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 SOUTHEAST ALONG STATE
 DA0913'HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.  THENCE
 DA0913'15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO BATES WELL
 DA0913'AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A
 DA0913'TRAIL ROAD.  THENCE 1.0 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, 0.9
 DA0913'MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0913'PROJECTS 16 FEET AND IS NUMBERED 52, 1.0 MILE SOUTHWEST OF A PAPAGO
 DA0913'WELL SIGN, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.9
 DA0913'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 DA0913'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0212 ***********************************************************************
 ET0212  DESIGNATION -  A 344
 ET0212  PID         -  ET0212
 ET0212  STATE/COUNTY-  AZ/YAVAPAI
 ET0212  USGS QUAD   -  ESTLER PEAK (1974)
 ET0212
 ET0212                         *CURRENT SURVEY CONTROL
 ET0212  ___________________________________________________________________
 ET0212* NAD 83(1986)-  34 25 27.     (N)    112 02 42.     (W)     SCALED    
 ET0212* NAVD 88     -      1224.28   (+/-2cm)    4016.7    (feet)  VERTCON   
 ET0212  ___________________________________________________________________
 ET0212  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0212
 ET0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0212
 ET0212.The horizontal coordinates were scaled from a topographic map and have
 ET0212.an estimated accuracy of +/- 6 seconds.
 ET0212
 ET0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0212.The vertical order pertains to the NGVD 29 superseded value.
 ET0212
 ET0212.The geoid height was determined by GEOID03.
 ET0212
 ET0212;                    North         East    Units  Estimated Accuracy
 ET0212;SPC AZ C     -   379,710.      201,560.      MT  (+/- 180 meters Scaled)
 ET0212
 ET0212                          SUPERSEDED SURVEY CONTROL
 ET0212
 ET0212  NGVD 29 (??/??/92) 1223.556  (m)         4014.28   (f) ADJ UNCH    2 0
 ET0212
 ET0212.Superseded values are not recommended for survey control.
 ET0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0212.See file dsdata.txt to determine how the superseded data were derived.
 ET0212
 ET0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD039096(NAD 83)
 ET0212_MARKER: DB = BENCH MARK DISK
 ET0212_SETTING: 80 = SET IN A BOULDER
 ET0212_SP_SET: BOULDER
 ET0212_STAMPING: A 344 1959
 ET0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0212+STABILITY: SURFACE MOTION
 ET0212
 ET0212  HISTORY     - Date     Condition        Report By
 ET0212  HISTORY     - 1959     MONUMENTED       CGS
 ET0212
 ET0212                          STATION DESCRIPTION
 ET0212
 ET0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0212'17.65 MI SW FROM CAMP VERDE.
 ET0212'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0212'OFFICE IN CAMP VERDE, THENCE 14.65 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0212'0.15 MILE NORTH OF MILEPOST 271, 64 FEET WEST OF THE RIGHT-OF-WAY
 ET0212'FENCE, 4 FEET SOUTH OF THE WITNESS POST, ON THE SOUTH EDGE OF A SMALL
 ET0212'HILL, CEMENTED IN A BOULDER THAT PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0888 ***********************************************************************
 DA0888  DESIGNATION -  A 345
 DA0888  PID         -  DA0888
 DA0888  STATE/COUNTY-  AZ/PIMA
 DA0888  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0888
 DA0888                         *CURRENT SURVEY CONTROL
 DA0888  ___________________________________________________________________
 DA0888* NAD 83(1986)-  32 10 37.     (N)    113 02 30.     (W)     SCALED    
 DA0888* NAVD 88     -       351.90   (+/-2cm)    1154.5    (feet)  VERTCON   
 DA0888  ___________________________________________________________________
 DA0888  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0888
 DA0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0888
 DA0888.The horizontal coordinates were scaled from a topographic map and have
 DA0888.an estimated accuracy of +/- 6 seconds.
 DA0888
 DA0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0888.The vertical order pertains to the NGVD 29 superseded value.
 DA0888
 DA0888.The geoid height was determined by GEOID03.
 DA0888
 DA0888;                    North         East    Units  Estimated Accuracy
 DA0888;SPC AZ C     -   131,040.      107,270.      MT  (+/- 180 meters Scaled)
 DA0888
 DA0888                          SUPERSEDED SURVEY CONTROL
 DA0888
 DA0888  NGVD 29 (??/??/92)  351.214  (m)         1152.27   (f) ADJ UNCH    2 0
 DA0888
 DA0888.Superseded values are not recommended for survey control.
 DA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0888.See file dsdata.txt to determine how the superseded data were derived.
 DA0888
 DA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA075618(NAD 83)
 DA0888_MARKER: DB = BENCH MARK DISK
 DA0888_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0888_SP_SET: 20 FT.
 DA0888_STAMPING: A 345 1961
 DA0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0888
 DA0888  HISTORY     - Date     Condition        Report By
 DA0888  HISTORY     - 1961     MONUMENTED       CGS
 DA0888  HISTORY     - 1962     GOOD             NGS
 DA0888
 DA0888                          STATION DESCRIPTION
 DA0888
 DA0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0888'25.85 MI SW FROM AJO.
 DA0888'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0888'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0888'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0888'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADE DIRT ROAD TO BATES
 DA0888'WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST ALONG A
 DA0888'TRAIL ROAD.  THENCE 2.2 MILES NORTHWEST ALONG A TRAIL ROAD, 2.15 MILES
 DA0888'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0888'FEET AND IS NUMBERED 48, 2.1 MILES GENERAL WESTERLY DIRECTION FROM A
 DA0888'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0888'NUMBERED 49, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 DA0888'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DA0888'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO
 DA0888'A DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 DA0888'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0331 ***********************************************************************
 FQ0331  DESIGNATION -  A 345
 FQ0331  PID         -  FQ0331
 FQ0331  STATE/COUNTY-  AZ/COCONINO
 FQ0331  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0331
 FQ0331                         *CURRENT SURVEY CONTROL
 FQ0331  ___________________________________________________________________
 FQ0331* NAD 83(1986)-  35 07 15.     (N)    111 40 47.     (W)     SCALED    
 FQ0331* NAVD 88     -      2095.293  (meters)    6874.31   (feet)  ADJUSTED  
 FQ0331  ___________________________________________________________________
 FQ0331  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0331  DYNAMIC HT  -        2092.310 (meters)    6864.52  (feet)  COMP
 FQ0331  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 FQ0331
 FQ0331  VERT ORDER  -  SECOND    CLASS 0
 FQ0331
 FQ0331.The horizontal coordinates were scaled from a topographic map and have
 FQ0331.an estimated accuracy of +/- 6 seconds.
 FQ0331
 FQ0331.The orthometric height was determined by differential leveling
 FQ0331.and adjusted by the National Geodetic Survey in June 1991..
 FQ0331
 FQ0331.The geoid height was determined by GEOID03.
 FQ0331
 FQ0331.The dynamic height is computed by dividing the NAVD 88
 FQ0331.geopotential number by the normal gravity value computed on the
 FQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0331.degrees latitude (g = 980.6199 gals.).
 FQ0331
 FQ0331.The modeled gravity was interpolated from observed gravity values.
 FQ0331
 FQ0331;                    North         East    Units  Estimated Accuracy
 FQ0331;SPC AZ C     -   457,000.      234,960.      MT  (+/- 180 meters Scaled)
 FQ0331
 FQ0331                          SUPERSEDED SURVEY CONTROL
 FQ0331
 FQ0331  NGVD 29 (??/??/92) 2094.272  (m)         6870.96   (f) ADJ UNCH    2 0
 FQ0331
 FQ0331.Superseded values are not recommended for survey control.
 FQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0331.See file dsdata.txt to determine how the superseded data were derived.
 FQ0331
 FQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD380866(NAD 83)
 FQ0331_MARKER: DB = BENCH MARK DISK
 FQ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0331_SP_SET: BRIDGE
 FQ0331_STAMPING: A 345 1959
 FQ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0331
 FQ0331  HISTORY     - Date     Condition        Report By
 FQ0331  HISTORY     - 1959     MONUMENTED       CGS
 FQ0331  HISTORY     - 1962     GOOD             USGS
 FQ0331
 FQ0331                          STATION DESCRIPTION
 FQ0331
 FQ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0331'6.2 M SW FROM FLAGSTAFF.
 FQ0331'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0331'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0331'THENCE 4.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 21 FEET WEST OF
 FQ0331'THE CENTERLINE, 1 FOOT SOUTH OF THE WITNESS POST, CEMENTED IN A DRILL
 FQ0331'HOLE 1 FOOT SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A LARGE
 FQ0331'CONCRETE BRIDGE THAT HAS A UNDERPASS FOR A DIRT ROAD.
 FQ0331
 FQ0331                          STATION RECOVERY (1962)
 FQ0331
 FQ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0864 ***********************************************************************
 DA0864  DESIGNATION -  A 346
 DA0864  PID         -  DA0864
 DA0864  STATE/COUNTY-  AZ/PIMA
 DA0864  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0864
 DA0864                         *CURRENT SURVEY CONTROL
 DA0864  ___________________________________________________________________
 DA0864* NAD 83(1986)-  32 26 40.     (N)    113 12 43.     (W)     SCALED    
 DA0864* NAVD 88     -       217.81   (+/-2cm)     714.6    (feet)  VERTCON   
 DA0864  ___________________________________________________________________
 DA0864  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0864
 DA0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0864
 DA0864.The horizontal coordinates were scaled from a topographic map and have
 DA0864.an estimated accuracy of +/- 6 seconds.
 DA0864
 DA0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0864.The vertical order pertains to the NGVD 29 superseded value.
 DA0864
 DA0864.The geoid height was determined by GEOID03.
 DA0864
 DA0864;                    North         East    Units  Estimated Accuracy
 DA0864;SPC AZ C     -   160,890.       91,570.      MT  (+/- 180 meters Scaled)
 DA0864
 DA0864                          SUPERSEDED SURVEY CONTROL
 DA0864
 DA0864  NGVD 29 (??/??/92)  217.165  (m)          712.48   (f) ADJ UNCH    2 0
 DA0864
 DA0864.Superseded values are not recommended for survey control.
 DA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0864.See file dsdata.txt to determine how the superseded data were derived.
 DA0864
 DA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA920918(NAD 83)
 DA0864_MARKER: DB = BENCH MARK DISK
 DA0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0864_STAMPING: A 346 1961
 DA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0864+STABILITY: SURFACE MOTION
 DA0864
 DA0864  HISTORY     - Date     Condition        Report By
 DA0864  HISTORY     - 1961     MONUMENTED       CGS
 DA0864  HISTORY     - 1962     GOOD             NGS
 DA0864
 DA0864                          STATION DESCRIPTION
 DA0864
 DA0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0864'5.65 MI SE FROM TONY TANK.
 DA0864'ABOUT 5.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0864'TANK AT TONY TANK, 2.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0864'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, 2.6 MILES
 DA0864'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0864'FEET AND IS NUMBERED 44, 2.0 MILES NORTHWEST OF THE FISH AND GAME
 DA0864'COMMISSION SIGN MARKING THE NORTH BOUNDARY OF THE GAME REFUGE, 35 FEET
 DA0864'WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A METAL WITNESS
 DA0864'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0864'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1007 ***********************************************************************
 DA1007  DESIGNATION -  A 347
 DA1007  PID         -  DA1007
 DA1007  STATE/COUNTY-  AZ/YUMA
 DA1007  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1007
 DA1007                         *CURRENT SURVEY CONTROL
 DA1007  ___________________________________________________________________
 DA1007* NAD 83(1986)-  32 07 12.     (N)    113 35 21.     (W)     SCALED    
 DA1007* NAVD 88     -       256.97   (+/-2cm)     843.1    (feet)  VERTCON   
 DA1007  ___________________________________________________________________
 DA1007  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA1007
 DA1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1007
 DA1007.The horizontal coordinates were scaled from a topographic map and have
 DA1007.an estimated accuracy of +/- 6 seconds.
 DA1007
 DA1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1007.The vertical order pertains to the NGVD 29 superseded value.
 DA1007
 DA1007.The geoid height was determined by GEOID03.
 DA1007
 DA1007;                    North         East    Units  Estimated Accuracy
 DA1007;SPC AZ W     -   124,190.      228,540.      MT  (+/- 180 meters Scaled)
 DA1007
 DA1007                          SUPERSEDED SURVEY CONTROL
 DA1007
 DA1007  NGVD 29 (??/??/92)  256.283  (m)          840.82   (f) ADJ UNCH    2 0
 DA1007
 DA1007.Superseded values are not recommended for survey control.
 DA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1007.See file dsdata.txt to determine how the superseded data were derived.
 DA1007
 DA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA557566(NAD 83)
 DA1007_MARKER: DB = BENCH MARK DISK
 DA1007_SETTING: 66 = SET IN ROCK OUTCROP
 DA1007_SP_SET: ROCK OUTCROP
 DA1007_STAMPING: A 347 1961
 DA1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1007+STABILITY: POSITION/ELEVATION WELL
 DA1007
 DA1007  HISTORY     - Date     Condition        Report By
 DA1007  HISTORY     - 1961     MONUMENTED       CGS
 DA1007  HISTORY     - 1962     GOOD             NGS
 DA1007
 DA1007                          STATION DESCRIPTION
 DA1007
 DA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1007'12.9 MI SE FROM TULE WELL.
 DA1007'ABOUT 12.9 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1007'COMMISSION SHELTER AT TULE WELL.  0.7 MILE SOUTHEAST OF A 4X4-INCH
 DA1007'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1007'ON THE CREST OF A SMALL ROCKY SADDLE, 50 FEET NORTHEAST OF THE CENTER
 DA1007'LINE OF THE ROAD, 9.5 FEET NORTH OF A METAL WITNESS POST, IN THE TOP
 DA1007'OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT, AND ABOUT 2 FEET ABOVE THE
 DA1007'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0300 ***********************************************************************
 FP0300  DESIGNATION -  A 347
 FP0300  PID         -  FP0300
 FP0300  STATE/COUNTY-  AZ/APACHE
 FP0300  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0300
 FP0300                         *CURRENT SURVEY CONTROL
 FP0300  ___________________________________________________________________
 FP0300* NAD 83(1986)-  35 08 48.     (N)    109 30 51.     (W)     SCALED    
 FP0300* NAVD 88     -      1745.938  (meters)    5728.13   (feet)  ADJUSTED  
 FP0300  ___________________________________________________________________
 FP0300  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FP0300  DYNAMIC HT  -        1743.505 (meters)    5720.15  (feet)  COMP
 FP0300  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 FP0300
 FP0300  VERT ORDER  -  FIRST     CLASS II
 FP0300
 FP0300.The horizontal coordinates were scaled from a topographic map and have
 FP0300.an estimated accuracy of +/- 6 seconds.
 FP0300
 FP0300.The orthometric height was determined by differential leveling
 FP0300.and adjusted by the National Geodetic Survey in June 1991..
 FP0300
 FP0300.The geoid height was determined by GEOID03.
 FP0300
 FP0300.The dynamic height is computed by dividing the NAVD 88
 FP0300.geopotential number by the normal gravity value computed on the
 FP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0300.degrees latitude (g = 980.6199 gals.).
 FP0300
 FP0300.The modeled gravity was interpolated from observed gravity values.
 FP0300
 FP0300;                    North         East    Units  Estimated Accuracy
 FP0300;SPC AZ E     -   460,040.      272,810.      MT  (+/- 180 meters Scaled)
 FP0300
 FP0300                          SUPERSEDED SURVEY CONTROL
 FP0300
 FP0300  NGVD 29 (??/??/92) 1745.015  (m)         5725.10   (f) ADJ UNCH    1 2
 FP0300
 FP0300.Superseded values are not recommended for survey control.
 FP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0300.See file dsdata.txt to determine how the superseded data were derived.
 FP0300
 FP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD353903(NAD 83)
 FP0300_MARKER: DB = BENCH MARK DISK
 FP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0300_STAMPING: A 347 1959
 FP0300_MARK LOGO: CGS   
 FP0300_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0300+STABILITY: SURFACE MOTION
 FP0300
 FP0300  HISTORY     - Date     Condition        Report By
 FP0300  HISTORY     - 1959     MONUMENTED       CGS
 FP0300  HISTORY     - 1983     GOOD             NGS
 FP0300
 FP0300                          STATION DESCRIPTION
 FP0300
 FP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0300'2.0 MI E FROM NAVAJO POST OFFICE.
 FP0300'2.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0300'0.3 MILE WEST OF MILEPOST 350, 97 FEET NORTH OF THE WEST BOUND TRAFFIC
 FP0300'LANE, 2.5 FEET SOUTH OF THE FENCE, 2.5 FEET WEST OF THE WITNESS POST,
 FP0300'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FP0300'INCHES.
 FP0300
 FP0300                          STATION RECOVERY (1983)
 FP0300
 FP0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0300'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.6 KM (5.35
 FP0300'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0300'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 58.5 METERS (191.9
 FP0300'FT) NORTH OF MILEPOST 328, 30.5 METERS (100.1 FT) NORTHWEST OF THE
 FP0300'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 0.7 METER
 FP0300'(2.3 FT) SOUTHEAST OF A FENCE.
 FP0300'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 FP0300'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0020 ***********************************************************************
 DB0020  DESIGNATION -  A 348
 DB0020  PID         -  DB0020
 DB0020  STATE/COUNTY-  AZ/YUMA
 DB0020  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0020
 DB0020                         *CURRENT SURVEY CONTROL
 DB0020  ___________________________________________________________________
 DB0020* NAD 83(1986)-  32 19 18.     (N)    114 03 01.     (W)     SCALED    
 DB0020* NAVD 88     -       343.81   (+/-2cm)    1128.0    (feet)  VERTCON   
 DB0020  ___________________________________________________________________
 DB0020  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0020
 DB0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0020
 DB0020.The horizontal coordinates were scaled from a topographic map and have
 DB0020.an estimated accuracy of +/- 6 seconds.
 DB0020
 DB0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0020.The vertical order pertains to the NGVD 29 superseded value.
 DB0020
 DB0020.The geoid height was determined by GEOID03.
 DB0020
 DB0020;                    North         East    Units  Estimated Accuracy
 DB0020;SPC AZ W     -   146,580.      185,090.      MT  (+/- 180 meters Scaled)
 DB0020
 DB0020                          SUPERSEDED SURVEY CONTROL
 DB0020
 DB0020  NGVD 29 (??/??/??)  343.115  (m)         1125.70   (f) ADJUSTED    2 0
 DB0020
 DB0020.Superseded values are not recommended for survey control.
 DB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0020.See file dsdata.txt to determine how the superseded data were derived.
 DB0020
 DB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR776799(NAD 83)
 DB0020_MARKER: DB = BENCH MARK DISK
 DB0020_SETTING: 66 = SET IN ROCK OUTCROP
 DB0020_SP_SET: ROCK OUTCROP
 DB0020_STAMPING: A 348 1961
 DB0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0020+STABILITY: POSITION/ELEVATION WELL
 DB0020
 DB0020  HISTORY     - Date     Condition        Report By
 DB0020  HISTORY     - 1961     MONUMENTED       CGS
 DB0020  HISTORY     - 1962     GOOD             NGS
 DB0020
 DB0020                          STATION DESCRIPTION
 DB0020
 DB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0020'20.3 MI W FROM TULE WELL.
 DB0020'ABOUT 20.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0020'GAME COMMISSION SHELTER AT TULE WELL, 105 FEET SOUTH-SOUTHWEST OF
 DB0020'A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0020'AND IS NUMBERED 15, 0.8 MILE NORTHWEST OF A METAL CUSTOMS PENALTY
 DB0020'SIGN, 0.35 MILE NORTHWEST OF THE JUNCTION OF THE TRAIL ROAD AND
 DB0020'A TRAIL ROAD LEADING NORTH TO WELLTON, AT THE NORTH END OF A
 DB0020'SOLID ROCK PROJECTION, 40 FEET SOUH OF THE CENTER LINE OF THE
 DB0020'TRAIL ROAD WHICH IS IN A DEEP WASH, 59 FEET WEST OF THE CENTER
 DB0020'LINE OF THE WASH ON THE EAST SIDE OF THE ROCK PROJECTION, ABOUT
 DB0020'7 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF
 DB0020'A SLOPING ROCK OUTCROP WHICH IS ABOUT 4 1/2 FEET ABOVE THE
 DB0020'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0589 ***********************************************************************
 CG0589  DESIGNATION -  A 348
 CG0589  PID         -  CG0589
 CG0589  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0589  USGS QUAD   -  TUBAC (1981)
 CG0589
 CG0589                         *CURRENT SURVEY CONTROL
 CG0589  ___________________________________________________________________
 CG0589* NAD 83(1986)-  31 37 20.     (N)    111 03 12.     (W)     SCALED    
 CG0589* NAVD 88     -       985.72   (+/-2cm)    3234.0    (feet)  VERTCON   
 CG0589  ___________________________________________________________________
 CG0589  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0589
 CG0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0589
 CG0589.The horizontal coordinates were scaled from a topographic map and have
 CG0589.an estimated accuracy of +/- 6 seconds.
 CG0589
 CG0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0589.The vertical order pertains to the NGVD 29 superseded value.
 CG0589
 CG0589.The geoid height was determined by GEOID03.
 CG0589
 CG0589;                    North         East    Units  Estimated Accuracy
 CG0589;SPC AZ C     -    69,310.      295,270.      MT  (+/- 180 meters Scaled)
 CG0589
 CG0589                          SUPERSEDED SURVEY CONTROL
 CG0589
 CG0589  NGVD 29 (??/??/92)  984.895  (m)         3231.28   (f) ADJ UNCH    2 0
 CG0589
 CG0589.Superseded values are not recommended for survey control.
 CG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0589.See file dsdata.txt to determine how the superseded data were derived.
 CG0589
 CG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV949985(NAD 83)
 CG0589_MARKER: DB = BENCH MARK DISK
 CG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0589_STAMPING: A 348 1959
 CG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0589+STABILITY: SURFACE MOTION
 CG0589
 CG0589  HISTORY     - Date     Condition        Report By
 CG0589  HISTORY     - 1959     MONUMENTED       CGS
 CG0589  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 CG0589
 CG0589                          STATION DESCRIPTION
 CG0589
 CG0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0589'7.2 MI S FROM AMADO.
 CG0589'7.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0589'0.2 MILE SOUTH OF MILEPOST 23, 97 FEET WEST OF THE CENTER OF THE
 CG0589'HIGHWAY, 5 FEET SOUTH OF THE WITNESS POST, 3 FEET EAST OF THE FENCE,
 CG0589'SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 6 INCHES.
 CG0589
 CG0589                          STATION RECOVERY (1976)
 CG0589
 CG0589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CG0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0590 ***********************************************************************
 CG0590  DESIGNATION -  A 348 RESET
 CG0590  PID         -  CG0590
 CG0590  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0590  USGS QUAD   -  TUBAC (1981)
 CG0590
 CG0590                         *CURRENT SURVEY CONTROL
 CG0590  ___________________________________________________________________
 CG0590* NAD 83(1986)-  31 37 21.     (N)    111 03 15.     (W)     SCALED    
 CG0590* NAVD 88     -       984.707  (meters)    3230.66   (feet)  ADJUSTED  
 CG0590  ___________________________________________________________________
 CG0590  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0590  DYNAMIC HT  -         983.234 (meters)    3225.83  (feet)  COMP
 CG0590  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 CG0590
 CG0590  VERT ORDER  -  FIRST     CLASS II
 CG0590
 CG0590.The horizontal coordinates were scaled from a topographic map and have
 CG0590.an estimated accuracy of +/- 6 seconds.
 CG0590
 CG0590.The orthometric height was determined by differential leveling
 CG0590.and adjusted by the National Geodetic Survey in June 1991..
 CG0590
 CG0590.The geoid height was determined by GEOID03.
 CG0590
 CG0590.The dynamic height is computed by dividing the NAVD 88
 CG0590.geopotential number by the normal gravity value computed on the
 CG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0590.degrees latitude (g = 980.6199 gals.).
 CG0590
 CG0590.The modeled gravity was interpolated from observed gravity values.
 CG0590
 CG0590;                    North         East    Units  Estimated Accuracy
 CG0590;SPC AZ C     -    69,340.      295,190.      MT  (+/- 180 meters Scaled)
 CG0590
 CG0590                          SUPERSEDED SURVEY CONTROL
 CG0590
 CG0590.No superseded survey control is available for this station.
 CG0590
 CG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV948985(NAD 83)
 CG0590_MARKER: P = PIPE CAP
 CG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0590_STAMPING: A 348 1959 RESET 1976
 CG0590_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0590+STABILITY: SURFACE MOTION
 CG0590
 CG0590  HISTORY     - Date     Condition        Report By
 CG0590  HISTORY     - 1976     MONUMENTED       LOCENG
 CG0590  HISTORY     - 1979     GOOD             USGS
 CG0590  HISTORY     - 1980     GOOD             NGS
 CG0590
 CG0590                          STATION DESCRIPTION
 CG0590
 CG0590'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CG0590'7 MI S FROM AMADO.
 CG0590'LOCATED ALONG U.S. HIGHWAY 89 AT MILEPOST 22.8, 7.2 MILES SOUTH OF THE
 CG0590'POST OFFICE AT AMADO, 175 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 CG0590'AND ABOUT 55 FT. EAST OF THE EAST R/W FENCE LINE.  THE MARK IS SET IN
 CG0590'A 12 IN. SQUARE CONCRETE POST, UP ABOUT 4 IN. AND MARKED BY A USC AND
 CG0590'GS WITNESS POST AND SIGN.
 CG0590
 CG0590                          STATION RECOVERY (1979)
 CG0590
 CG0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0590'TUBAC POST OFFICE RIGHT NORTH 300 FEET, THENCE LEFT WEST 0.4 MILES,
 CG0590'THENCE RIGHT NORTH 0.7 MILES TO BENCH MARK ON EAST SIDE OF FRONTAGE
 CG0590'ROAD. BENCH MARK IS 0.1 MILES SOUTH OF ENTRANCE TO TUBAC COUNTRY CLUB
 CG0590'BENCH MARK IS ON BANK 5 FEET WEST OF RIGHTWAY FENCE, 53 FEET EAST OF
 CG0590'CENTERLINE OF FRONTAGE ROAD. STAMPED A 348 1959 (RESET 1976) A
 CG0590'STANDARD TABLET IN TOP OF CONCRETE POST.
 CG0590
 CG0590                          STATION RECOVERY (1980)
 CG0590
 CG0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0590'6.1 KILOMETERS (3.8 MILE) NORTH ALONG FORMER US HIGHWAY 89 FROM
 CG0590'THE OLD MISSION AT TUMACACORI, 0.2 KILOMETER (0.1 MILE) SOUTH OF
 CG0590'THE JUNCTION OF THE ROAD LEADING TO THE TUBAC GOLF RESORT, 15.6
 CG0590'METERS (51.2 FEET) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD,
 CG0590'42.2 METERS (138.4 FEET) NORTH OF A BRACED ANGLE IRON FENCE POST
 CG0590'IN THE EAST RIGHT-OF-WAY FENCE, 1.5 METERS (5.0 FEET) WEST OF THE
 CG0590'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0590'THE MARK IS .75 METERS  W FROM A WITNESS POST.
 CG0590'THE MARK IS 3 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0948 ***********************************************************************
 DA0948  DESIGNATION -  A 349
 DA0948  PID         -  DA0948
 DA0948  STATE/COUNTY-  AZ/YUMA
 DA0948  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0948
 DA0948                         *CURRENT SURVEY CONTROL
 DA0948  ___________________________________________________________________
 DA0948* NAD 83(1986)-  32 18 58.     (N)    113 51 04.     (W)     SCALED    
 DA0948* NAVD 88     -       428.16   (+/-2cm)    1404.7    (feet)  VERTCON   
 DA0948  ___________________________________________________________________
 DA0948  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA0948
 DA0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0948
 DA0948.The horizontal coordinates were scaled from a topographic map and have
 DA0948.an estimated accuracy of +/- 6 seconds.
 DA0948
 DA0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0948.The vertical order pertains to the NGVD 29 superseded value.
 DA0948
 DA0948.The geoid height was determined by GEOID03.
 DA0948
 DA0948;                    North         East    Units  Estimated Accuracy
 DA0948;SPC AZ W     -   145,930.      203,840.      MT  (+/- 180 meters Scaled)
 DA0948
 DA0948                          SUPERSEDED SURVEY CONTROL
 DA0948
 DA0948  NGVD 29 (??/??/92)  427.449  (m)         1402.39   (f) ADJ UNCH    2 0
 DA0948
 DA0948.Superseded values are not recommended for survey control.
 DA0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0948.See file dsdata.txt to determine how the superseded data were derived.
 DA0948
 DA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA315790(NAD 83)
 DA0948_MARKER: DB = BENCH MARK DISK
 DA0948_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0948_SP_SET: 10 FT.
 DA0948_STAMPING: A 349 1961
 DA0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0948
 DA0948  HISTORY     - Date     Condition        Report By
 DA0948  HISTORY     - 1961     MONUMENTED       CGS
 DA0948  HISTORY     - 1962     GOOD             NGS
 DA0948
 DA0948                          STATION DESCRIPTION
 DA0948
 DA0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0948'11.4 MI NW FROM TULE WELL.
 DA0948'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0948'COMMISSION SHELTER AT TULE WELL.  THENCE 8.1 MILES NORTHWEST ALONG A
 DA0948'DIM TRAIL ROAD, 1.0 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0948'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 21 FEET
 DA0948'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHEAST OF
 DA0948'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DA0948'AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10
 DA0948'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1202 ***********************************************************************
 CZ1202  DESIGNATION -  A 349
 CZ1202  PID         -  CZ1202
 CZ1202  STATE/COUNTY-  AZ/PINAL
 CZ1202  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1202
 CZ1202                         *CURRENT SURVEY CONTROL
 CZ1202  ___________________________________________________________________
 CZ1202* NAD 83(1986)-  32 49 45.     (N)    111 56 45.     (W)     SCALED    
 CZ1202* NAVD 88     -       407.68   (+/-2cm)    1337.5    (feet)  VERTCON   
 CZ1202  ___________________________________________________________________
 CZ1202  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1202
 CZ1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1202
 CZ1202.The horizontal coordinates were scaled from a topographic map and have
 CZ1202.an estimated accuracy of +/- 6 seconds.
 CZ1202
 CZ1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1202.The vertical order pertains to the NGVD 29 superseded value.
 CZ1202
 CZ1202.The geoid height was determined by GEOID03.
 CZ1202
 CZ1202;                    North         East    Units  Estimated Accuracy
 CZ1202;SPC AZ C     -   202,810.      210,630.      MT  (+/- 180 meters Scaled)
 CZ1202
 CZ1202                          SUPERSEDED SURVEY CONTROL
 CZ1202
 CZ1202  NGVD 29 (??/??/92)  407.077  (m)         1335.55   (f) ADJ UNCH    2 0
 CZ1202
 CZ1202.Superseded values are not recommended for survey control.
 CZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1202.See file dsdata.txt to determine how the superseded data were derived.
 CZ1202
 CZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB114327(NAD 83)
 CZ1202_MARKER: DB = BENCH MARK DISK
 CZ1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1202_SP_SET: STOVEPIPE
 CZ1202_STAMPING: A 349 1960
 CZ1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1202
 CZ1202  HISTORY     - Date     Condition        Report By
 CZ1202  HISTORY     - 1960     MONUMENTED       CGS
 CZ1202  HISTORY     - 1965     MARK NOT FOUND   USGS
 CZ1202
 CZ1202                          STATION DESCRIPTION
 CZ1202
 CZ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1202'12.8 MI W FROM CASA GRANDE.
 CZ1202'7.4 MILES WEST OF THE POST OFFICE AT CASA GRANDE, THENCE ABOUT 3.4
 CZ1202'MILES SOUTH ALONG RUSSELL ROAD TO NEW HIGHWAY, THENCE 2 MILES WEST ON
 CZ1202'NEW HIGHWAY, ABOUT 0.1 MILE NORTH OF CENTERLINE OF HIGHWAY, 46 FEET
 CZ1202'EAST OF DIRT ROAD, 1.5 FEET NORTH OF WITNESS POST, SET IN TOP OF
 CZ1202'6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 2 INCHES.
 CZ1202
 CZ1202                          STATION RECOVERY (1965)
 CZ1202
 CZ1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0185 ***********************************************************************
 FP0185  DESIGNATION -  A 35
 FP0185  PID         -  FP0185
 FP0185  STATE/COUNTY-  AZ/APACHE
 FP0185  USGS QUAD   -  WINDOW ROCK (1983)
 FP0185
 FP0185                         *CURRENT SURVEY CONTROL
 FP0185  ___________________________________________________________________
 FP0185* NAD 83(1986)-  35 39 48.     (N)    109 02 59.     (W)     SCALED    
 FP0185* NAVD 88     -      2062.638  (meters)    6767.17   (feet)  ADJUSTED  
 FP0185  ___________________________________________________________________
 FP0185  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FP0185  DYNAMIC HT  -        2059.746 (meters)    6757.68  (feet)  COMP
 FP0185  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FP0185
 FP0185  VERT ORDER  -  FIRST     CLASS II
 FP0185
 FP0185.The horizontal coordinates were scaled from a topographic map and have
 FP0185.an estimated accuracy of +/- 6 seconds.
 FP0185
 FP0185.The orthometric height was determined by differential leveling
 FP0185.and adjusted by the National Geodetic Survey in June 1991..
 FP0185
 FP0185.The geoid height was determined by GEOID03.
 FP0185
 FP0185.The dynamic height is computed by dividing the NAVD 88
 FP0185.geopotential number by the normal gravity value computed on the
 FP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0185.degrees latitude (g = 980.6199 gals.).
 FP0185
 FP0185.The modeled gravity was interpolated from observed gravity values.
 FP0185
 FP0185;                    North         East    Units  Estimated Accuracy
 FP0185;SPC AZ E     -   517,740.      314,490.      MT  (+/- 180 meters Scaled)
 FP0185
 FP0185                          SUPERSEDED SURVEY CONTROL
 FP0185
 FP0185  NGVD 29 (??/??/92) 2061.649  (m)         6763.93   (f) ADJ UNCH    1 2
 FP0185
 FP0185.Superseded values are not recommended for survey control.
 FP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0185.See file dsdata.txt to determine how the superseded data were derived.
 FP0185
 FP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE765483(NAD 83)
 FP0185_MARKER: DB = BENCH MARK DISK
 FP0185_SETTING: 66 = SET IN ROCK OUTCROP
 FP0185_SP_SET: SANDSTONE FORMATION
 FP0185_STAMPING: 6763.927 A 35 1933
 FP0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0185+STABILITY: POSITION/ELEVATION WELL
 FP0185
 FP0185  HISTORY     - Date     Condition        Report By
 FP0185  HISTORY     - 1933     MONUMENTED       CGS
 FP0185  HISTORY     - 1933     GOOD             NGS
 FP0185  HISTORY     - 1978     GOOD             USGS
 FP0185
 FP0185                          STATION DESCRIPTION
 FP0185
 FP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FP0185'30.6 MI SE FROM GANADO.
 FP0185'IN APACHE COUNTY, ARIZONA, 30.6 MILES SOUTHEAST ALONG THE ROAD LEADING
 FP0185'TO GALLUP FROM THE POST OFFICE AT GANADO, APACHE COUNTY, ARIZONA, 27
 FP0185'MILES NORTHWEST OF THE POST OFFICE AT GALLUP, MCKINLEY COUNTY, NEW
 FP0185'MEXICO, 0.2 MILE EAST OF THE EAST JUNCTION OF A ROAD LEADING TO FORT
 FP0185'DEFIANCE, 57 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SOUTH
 FP0185'SIDE OF A LARGE SANDSTONE FORMATION 50 FEET HIGH, 30 YARDS EAST OF THE
 FP0185'SOUTHWEST CORNER OF THE FORMATION, 36 FEET NORTHEAST OF A POLE, 2 FEET
 FP0185'LOWER THAN THE ROAD, AND 1 FOOT ABOVE THE GROUND. A STANDARD DISK,
 FP0185'STAMPED 6763.927 A 35 1933.
 FP0185
 FP0185                          STATION RECOVERY (1978)
 FP0185
 FP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0185'25.4 MILES NORTHWEST FROM THE P.O. IN GALLUP, NEW MEXICO. 1.0 MI.
 FP0185'EAST OF THE CIVIC CENTER BLDNG IN THE NAVAJO TRIBAL FAIRGROUNDS. 0.3
 FP0185'MI. EAST AND ALSO ALONG STATE HWY 264, 300 FT. EAST OF THE ENTRANCE
 FP0185'TO THE TSE BONITO TRIBAL PARK, 68 FT. NORTH OF THE CENTERLINE OF THE
 FP0185'HWY AT THE SOUTH END BASE OF SANDSTONE PILLARS, 4.8 FT. BLOW THE
 FP0185'LEVEL OF THE HWY. A STANDARD DISK STAMPED 6763.927 A 35 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1523 ***********************************************************************
 GR1523  DESIGNATION -  A 35
 GR1523  PID         -  GR1523
 GR1523  STATE/COUNTY-  AZ/MOHAVE
 GR1523  USGS QUAD   -  THE TEMPLE (1983)
 GR1523
 GR1523                         *CURRENT SURVEY CONTROL
 GR1523  ___________________________________________________________________
 GR1523* NAD 83(1992)-  36 04 59.85455(N)    114 20 12.80999(W)     ADJUSTED  
 GR1523* NAVD 88     -       457.6    (meters)    1501.     (feet)  VERTCON   
 GR1523  ___________________________________________________________________
 GR1523  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 GR1523  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR1523
 GR1523  HORZ ORDER  -  THIRD
 GR1523
 GR1523.The horizontal coordinates were established by classical geodetic methods
 GR1523.and adjusted by the National Geodetic Survey in August 1993..
 GR1523
 GR1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1523
 GR1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1523
 GR1523.The geoid height was determined by GEOID03.
 GR1523
 GR1523;                    North         East     Units Scale Factor Converg.
 GR1523;SPC AZ W     -   563,932.367   160,502.622   MT  0.99996775   -0 20 44.4
 GR1523;SPC AZ W     - 1,850,171.81    526,583.41   iFT  0.99996775   -0 20 44.4
 GR1523;SPC NV E     - 8,148,630.928   312,256.990   MT  1.00005522   +0 44 03.1
 GR1523;SPC NV E     -26,734,299.97  1,024,463.14   sFT  1.00005522   +0 44 03.1
 GR1523;UTM  11      - 3,996,470.460   739,793.643   MT  1.00030856   +1 34 09.2
 GR1523
 GR1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1523!SPC AZ W     -   0.99993254  x   0.99996775  =   0.99990029
 GR1523!SPC NV E     -   0.99993254  x   1.00005522  =   0.99998775
 GR1523!UTM  11      -   0.99993254  x   1.00030856  =   1.00024108
 GR1523
 GR1523:                Primary Azimuth Mark                     Grid Az
 GR1523:SPC AZ W     -  A 31                                     298 34 37.9
 GR1523:SPC NV E     -  A 31                                     297 29 50.4
 GR1523:UTM  11      -  A 31                                     296 39 44.3
 GR1523
 GR1523|---------------------------------------------------------------------|
 GR1523| PID    Reference Object                     Distance      Geod. Az  |
 GR1523|                                                           dddmmss.s |
 GR1523| GR1519 A 31                                APPROX. 2.8 KM 2981353.5 |
 GR1523|---------------------------------------------------------------------|
 GR1523
 GR1523                          SUPERSEDED SURVEY CONTROL
 GR1523
 GR1523  NAD 83(1986)-  36 04 59.84447(N)    114 20 12.80405(W) AD(       ) 3
 GR1523  NGVD 29 (06/27/88)  457.0    (m)         1499.     (f) VERT ANG       
 GR1523
 GR1523.Superseded values are not recommended for survey control.
 GR1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1523.See file dsdata.txt to determine how the superseded data were derived.
 GR1523
 GR1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3979496470(NAD 83)
 GR1523_MARKER: DS = TRIANGULATION STATION DISK
 GR1523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1523
 GR1523  HISTORY     - Date     Condition        Report By
 GR1523  HISTORY     - 1948     MONUMENTED       USGS
 GR1523
 GR1523                          STATION DESCRIPTION
 GR1523
 GR1523'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1523'LOCATED ABOUT 4.5 MI NW. OF THE TEMPLE, ABOUT 0.5 MI W. OF LAKE.
 GR1523'ON TOP OF SMALL TOP IN MIDDLE OF PLATEAU, ABOUT 200 FT. ABOVE
 GR1523'HIGH WATER MARK.
 GR1523'
 GR1523'TO REACH NOT GIVEN.
 GR1523'
 GR1523'STATION MARK--STANDARD TABLET STAMPED---A35 1948---, WELDED TO
 GR1523'2-INCH IRON PIPE PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 GR1523'
 GR1523'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0088 ***********************************************************************
 DB0088  DESIGNATION -  A 350
 DB0088  PID         -  DB0088
 DB0088  STATE/COUNTY-  AZ/YUMA
 DB0088  USGS QUAD   -  WELLTON SE (1965)
 DB0088
 DB0088                         *CURRENT SURVEY CONTROL
 DB0088  ___________________________________________________________________
 DB0088* NAD 83(1986)-  32 36 44.     (N)    114 06 39.     (W)     SCALED    
 DB0088* NAVD 88     -       127.17   (+/-2cm)     417.2    (feet)  VERTCON   
 DB0088  ___________________________________________________________________
 DB0088  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DB0088
 DB0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0088
 DB0088.The horizontal coordinates were scaled from a topographic map and have
 DB0088.an estimated accuracy of +/- 6 seconds.
 DB0088
 DB0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0088.The vertical order pertains to the NGVD 29 superseded value.
 DB0088
 DB0088.The geoid height was determined by GEOID03.
 DB0088
 DB0088;                    North         East    Units  Estimated Accuracy
 DB0088;SPC AZ W     -   178,810.      179,490.      MT  (+/- 180 meters Scaled)
 DB0088
 DB0088                          SUPERSEDED SURVEY CONTROL
 DB0088
 DB0088  NGVD 29 (??/??/??)  126.512  (m)          415.06   (f) ADJUSTED    2 0
 DB0088
 DB0088.Superseded values are not recommended for survey control.
 DB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0088.See file dsdata.txt to determine how the superseded data were derived.
 DB0088
 DB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS711119(NAD 83)
 DB0088_MARKER: DB = BENCH MARK DISK
 DB0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0088_STAMPING: A 350 1961
 DB0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0088+STABILITY: SURFACE MOTION
 DB0088
 DB0088  HISTORY     - Date     Condition        Report By
 DB0088  HISTORY     - 1961     MONUMENTED       CGS
 DB0088  HISTORY     - 1962     GOOD             NGS
 DB0088
 DB0088                          STATION DESCRIPTION
 DB0088
 DB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0088'5.8 MI SE FROM WELLTON.
 DB0088'ABOUT 0.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0088'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0088'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0088'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0088'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 2.15 MILES SOUTHEAST
 DB0088'ALONG A DIM TRAIL ROAD, 2.0 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0088'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 8,
 DB0088'1.7 MILES NORTHWEST OF A WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DB0088'16 FEET AND IS NUMBER 7, 30 FEET NORTHEAST OF THE CENTER LINE
 DB0088'OF THE TRAIL ROAD, 3.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DB0088'ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 DB0088'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0975 ***********************************************************************
 DA0975  DESIGNATION -  A 351
 DA0975  PID         -  DA0975
 DA0975  STATE/COUNTY-  AZ/YUMA
 DA0975  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0975
 DA0975                         *CURRENT SURVEY CONTROL
 DA0975  ___________________________________________________________________
 DA0975* NAD 83(1992)-  32 26 28.93992(N)    113 40 30.15837(W)     ADJUSTED  
 DA0975* NAVD 88     -       219.27   (+/-2cm)     719.4    (feet)  VERTCON   
 DA0975  ___________________________________________________________________
 DA0975  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DA0975  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DA0975
 DA0975  HORZ ORDER  -  THIRD
 DA0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0975
 DA0975.The horizontal coordinates were established by classical geodetic methods
 DA0975.and adjusted by the National Geodetic Survey in August 1993..
 DA0975
 DA0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0975.The vertical order pertains to the NGVD 29 superseded value.
 DA0975
 DA0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0975
 DA0975.The geoid height was determined by GEOID03.
 DA0975
 DA0975;                    North         East     Units Scale Factor Converg.
 DA0975;SPC AZ W     -   159,813.993   220,408.220   MT  0.99993395   +0 02 24.8
 DA0975;SPC AZ W     -   524,324.12    723,124.08   iFT  0.99993395   +0 02 24.8
 DA0975;UTM  12      - 3,592,510.946   248,506.612   MT  1.00038002   -1 26 08.7
 DA0975
 DA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0975!SPC AZ W     -   0.99997073  x   0.99993395  =   0.99990469
 DA0975!UTM  12      -   0.99997073  x   1.00038002  =   1.00035074
 DA0975
 DA0975:                Primary Azimuth Mark                     Grid Az
 DA0975:SPC AZ W     -  SWEET                                    239 00 31.0
 DA0975:UTM  12      -  SWEET                                    240 29 04.5
 DA0975
 DA0975|---------------------------------------------------------------------|
 DA0975| PID    Reference Object                     Distance      Geod. Az  |
 DA0975|                                                           dddmmss.s |
 DA0975| DA1308 SWEET                               APPROX.10.9 KM 2390255.8 |
 DA0975|---------------------------------------------------------------------|
 DA0975
 DA0975                          SUPERSEDED SURVEY CONTROL
 DA0975
 DA0975  NAD 83(1986)-  32 26 28.92569(N)    113 40 30.17446(W) AD(       ) 3
 DA0975  NGVD 29 (??/??/92)  218.623  (m)          717.27   (f) ADJ UNCH    2 0
 DA0975
 DA0975.Superseded values are not recommended for survey control.
 DA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0975.See file dsdata.txt to determine how the superseded data were derived.
 DA0975
 DA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4850792511(NAD 83)
 DA0975_MARKER: DB = BENCH MARK DISK
 DA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0975_STAMPING: A 351 1962
 DA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0975+STABILITY: SURFACE MOTION
 DA0975
 DA0975  HISTORY     - Date     Condition        Report By
 DA0975  HISTORY     - 1962     MONUMENTED       CGS
 DA0975  HISTORY     - 1962     GOOD             CGS
 DA0975
 DA0975                          STATION DESCRIPTION
 DA0975
 DA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0975'FIELD WORK DONE BY AMS.  DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 DA0975'
 DA0975'ABOUT 6.0 MI E. ALONG U.S. HWY. 80 FROM POST OFFICE AT TACNA,
 DA0975'THENCE 16.4 MI SE. ALONG TRAIL RD., THENCE 6.15 MI SSW. ALONG
 DA0975'TRAIL RD. TO TULE WELL.  19.6 MI NE. ALONG TRAIL RD. FROM FISH AND
 DA0975'GAME COMMISSION SHELTER AT TULE WELL, 1.2 MI N. OF 4X4-INCH WHITE
 DA0975'WOODEN REFERENCE POST PROJECTING 16 FT AND NUMBERED 2.  52 FT NE.
 DA0975'OF CENTERLINE OF RD., 1.5 FT NE. OF METAL WITNESS POST, ABOUT 1
 DA0975'FT ABOVE LEVEL OF RD.
 DA0975'
 DA0975'STATION MARK--NGS BM DISK STAMPED---A 351 1962---, IN TOP OF
 DA0975'CONCRETE POST PROJECTING 5 INCHES.
 DA0975
 DA0975                          STATION RECOVERY (1962)
 DA0975
 DA0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DA0975'28.55 MI SE FROM TACNA.
 DA0975'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0975'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 6.15
 DA0975'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL.  OR
 DA0975'19.6 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0975'COMMISSION SHELTER AT TULE WELL.  1.2 MILES NORTH OF A 4X4-INCH WHITE
 DA0975'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 52
 DA0975'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 DA0975'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 DA0975'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0795 ***********************************************************************
 DA0795  DESIGNATION -  A 352
 DA0795  PID         -  DA0795
 DA0795  STATE/COUNTY-  AZ/YUMA
 DA0795  USGS QUAD   -  AGUILA MOUNTAINS SW (1990)
 DA0795
 DA0795                         *CURRENT SURVEY CONTROL
 DA0795  ___________________________________________________________________
 DA0795* NAD 83(1986)-  32 30 54.     (N)    113 22 33.     (W)     SCALED    
 DA0795* NAVD 88     -       180.77   (+/-2cm)     593.1    (feet)  VERTCON   
 DA0795  ___________________________________________________________________
 DA0795  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA0795
 DA0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0795
 DA0795.The horizontal coordinates were scaled from a topographic map and have
 DA0795.an estimated accuracy of +/- 6 seconds.
 DA0795
 DA0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0795.The vertical order pertains to the NGVD 29 superseded value.
 DA0795
 DA0795.The geoid height was determined by GEOID03.
 DA0795
 DA0795;                    North         East    Units  Estimated Accuracy
 DA0795;SPC AZ W     -   168,040.      248,520.      MT  (+/- 180 meters Scaled)
 DA0795
 DA0795                          SUPERSEDED SURVEY CONTROL
 DA0795
 DA0795  NGVD 29 (??/??/92)  180.151  (m)          591.05   (f) ADJ UNCH    2 0
 DA0795
 DA0795.Superseded values are not recommended for survey control.
 DA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0795.See file dsdata.txt to determine how the superseded data were derived.
 DA0795
 DA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB768000(NAD 83)
 DA0795_MARKER: DB = BENCH MARK DISK
 DA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0795_STAMPING: A 352 1961
 DA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0795+STABILITY: SURFACE MOTION
 DA0795
 DA0795  HISTORY     - Date     Condition        Report By
 DA0795  HISTORY     - 1961     MONUMENTED       CGS
 DA0795  HISTORY     - 1962     GOOD             NGS
 DA0795
 DA0795                          STATION DESCRIPTION
 DA0795
 DA0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0795'8.4 MI NW FROM TONY TANK.
 DA0795'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0795'TONY TANK.  THENCE 6.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 4.7 MILES
 DA0795'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0795'FEET AND IS NUMBERED 38, 1.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0795'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0795'IS NUMBERED 37, 0.1 MILE WEST OF AND ACROSS THE TRAIL ROAD FROM TWO
 DA0795'LONE MESQUITE TREES, 52 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0795'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 DA0795'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0861 ***********************************************************************
 DA0861  DESIGNATION -  A 353
 DA0861  PID         -  DA0861
 DA0861  STATE/COUNTY-  AZ/PIMA
 DA0861  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0861
 DA0861                         *CURRENT SURVEY CONTROL
 DA0861  ___________________________________________________________________
 DA0861* NAD 83(1986)-  32 28 40.     (N)    113 14 27.     (W)     SCALED    
 DA0861* NAVD 88     -       212.33   (+/-2cm)     696.6    (feet)  VERTCON   
 DA0861  ___________________________________________________________________
 DA0861  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0861
 DA0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0861
 DA0861.The horizontal coordinates were scaled from a topographic map and have
 DA0861.an estimated accuracy of +/- 6 seconds.
 DA0861
 DA0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0861.The vertical order pertains to the NGVD 29 superseded value.
 DA0861
 DA0861.The geoid height was determined by GEOID03.
 DA0861
 DA0861;                    North         East    Units  Estimated Accuracy
 DA0861;SPC AZ C     -   164,620.       88,900.      MT  (+/- 180 meters Scaled)
 DA0861
 DA0861                          SUPERSEDED SURVEY CONTROL
 DA0861
 DA0861  NGVD 29 (??/??/92)  211.698  (m)          694.55   (f) ADJ UNCH    2 0
 DA0861
 DA0861.Superseded values are not recommended for survey control.
 DA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0861.See file dsdata.txt to determine how the superseded data were derived.
 DA0861
 DA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA894956(NAD 83)
 DA0861_MARKER: DB = BENCH MARK DISK
 DA0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0861_SP_SET: 13 FT.
 DA0861_STAMPING: A 353 1961
 DA0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0861
 DA0861  HISTORY     - Date     Condition        Report By
 DA0861  HISTORY     - 1961     MONUMENTED       CGS
 DA0861  HISTORY     - 1962     GOOD             NGS
 DA0861
 DA0861                          STATION DESCRIPTION
 DA0861
 DA0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0861'2.65 MI SE FROM TONY TANK.
 DA0861'ABOUT 2.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0861'TANK AT TONY TANK, 0.5 MILE WEST-NORTHWEST OF A 4X4-INCHE WHITE WOODEN
 DA0861'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, NEAR THE
 DA0861'CENTER OF A BARREN AREA, 26 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 DA0861'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0861'ROAD, CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 DA0861'DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0861'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0183 ***********************************************************************
 DB0183  DESIGNATION -  A 353
 DB0183  PID         -  DB0183
 DB0183  STATE/COUNTY-  AZ/YUMA
 DB0183  USGS QUAD   -  LIGURTA (1965)
 DB0183
 DB0183                         *CURRENT SURVEY CONTROL
 DB0183  ___________________________________________________________________
 DB0183* NAD 83(1986)-  32 39 36.     (N)    114 21 29.     (W)     SCALED    
 DB0183* NAVD 88     -       160.549  (meters)     526.73   (feet)  ADJUSTED  
 DB0183  ___________________________________________________________________
 DB0183  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DB0183  DYNAMIC HT  -         160.364 (meters)     526.13  (feet)  COMP
 DB0183  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 DB0183
 DB0183  VERT ORDER  -  FIRST     CLASS II
 DB0183
 DB0183.The horizontal coordinates were scaled from a topographic map and have
 DB0183.an estimated accuracy of +/- 6 seconds.
 DB0183
 DB0183.The orthometric height was determined by differential leveling
 DB0183.and adjusted by the National Geodetic Survey in June 1991..
 DB0183
 DB0183.The geoid height was determined by GEOID03.
 DB0183
 DB0183.The dynamic height is computed by dividing the NAVD 88
 DB0183.geopotential number by the normal gravity value computed on the
 DB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0183.degrees latitude (g = 980.6199 gals.).
 DB0183
 DB0183.The modeled gravity was interpolated from observed gravity values.
 DB0183
 DB0183;                    North         East    Units  Estimated Accuracy
 DB0183;SPC AZ W     -   184,220.      156,320.      MT  (+/- 180 meters Scaled)
 DB0183
 DB0183                          SUPERSEDED SURVEY CONTROL
 DB0183
 DB0183  NGVD 29 (??/??/??)  159.888  (m)          524.57   (f) ADJUSTED    1 2
 DB0183
 DB0183.Superseded values are not recommended for survey control.
 DB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0183.See file dsdata.txt to determine how the superseded data were derived.
 DB0183
 DB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS477166(NAD 83)
 DB0183_MARKER: DB = BENCH MARK DISK
 DB0183_SETTING: 66 = SET IN ROCK OUTCROP
 DB0183_SP_SET: BEDROCK
 DB0183_STAMPING: A 353 1960
 DB0183_MARK LOGO: CGS   
 DB0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0183+STABILITY: POSITION/ELEVATION WELL
 DB0183
 DB0183  HISTORY     - Date     Condition        Report By
 DB0183  HISTORY     - 1960     MONUMENTED       CGS
 DB0183  HISTORY     - 1967     GOOD             NGS
 DB0183  HISTORY     - 1981     GOOD             NGS
 DB0183  HISTORY     - 1981     GOOD             NGS
 DB0183
 DB0183                          STATION DESCRIPTION
 DB0183
 DB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0183'4.1 MI W FROM LIGURTA.
 DB0183'4.1 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.1 MILE EAST OF
 DB0183'HIGHWAY MILE POLE 20, 30 FEET NORTH OF THE CENTERLINE OF THE
 DB0183'HIGHWAY, SET IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES.
 DB0183
 DB0183                          STATION RECOVERY (1967)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0183'RECOVERED IN GOOD CONDITION.
 DB0183
 DB0183                          STATION RECOVERY (1981)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0183'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0183'4TH AVENUE IN YUMA, THENCE 8.45 KM (5.25 MI) SOUTHEAST ALONG THE EAST-
 DB0183'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.8 KM (0.5 MI) EAST OF
 DB0183'TRIANGULATION STATION BELLT, 0.55 KM (0.35 MI) EAST OF INTERSTATE
 DB0183'MILEPOST 17, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH SIDE AND LOWER
 DB0183'PORTION OF THE SOUTH ONE OF TWO ROCK CUTS IN THE CENTER MEDIAN OF THE
 DB0183'INTERSTATE, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF THE EAST-BOUND
 DB0183'LANES OF THE INTERSTATE, 18.6 M (61.0 FT) WEST OF THE EAST END OF
 DB0183'THE CUT, 15.8 M (52.0 FT) EAST OF THE WEST END OF THE CUT, 2.1 M
 DB0183'(7.0 FT) NORTH OF A METAL GUARDRAIL.
 DB0183'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
 DB0183
 DB0183                          STATION RECOVERY (1981)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0183'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0183'4TH AVENUE IN YUMA, THENCE 8.45 KM (5.25 MI) SOUTHEAST ALONG THE EAST-
 DB0183'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.8 KM (0.5 MI) EAST OF
 DB0183'TRIANGULATION STATION BELLT, 0.55 KM (0.35 MI) EAST OF INTERSTATE
 DB0183'MILEPOST 17, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH SIDE AND LOWER
 DB0183'PORTION OF THE SOUTH ONE OF TWO ROCK CUTS IN THE CENTER MEDIAN OF THE
 DB0183'INTERSTATE, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF THE EAST-BOUND
 DB0183'LANES OF THE INTERSTATE, 18.6 M (61.0 FT) WEST OF THE EAST END OF
 DB0183'THE CUT, 15.8 M (52.0 FT) EAST OF THE WEST END OF THE CUT, 2.1 M
 DB0183'(7.0 FT) NORTH OF A METAL GUARDRAIL.
 DB0183'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0810 ***********************************************************************
 DA0810  DESIGNATION -  A 354
 DA0810  PID         -  DA0810
 DA0810  STATE/COUNTY-  AZ/MARICOPA
 DA0810  USGS QUAD   -  AZTEC SE (1982)
 DA0810
 DA0810                         *CURRENT SURVEY CONTROL
 DA0810  ___________________________________________________________________
 DA0810* NAD 83(1986)-  32 50 59.     (N)    113 15 52.     (W)     SCALED    
 DA0810* NAVD 88     -       188.016  (meters)     616.85   (feet)  ADJUSTED  
 DA0810  ___________________________________________________________________
 DA0810  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DA0810  DYNAMIC HT  -         187.798 (meters)     616.13  (feet)  COMP
 DA0810  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DA0810
 DA0810  VERT ORDER  -  FIRST     CLASS II
 DA0810
 DA0810.The horizontal coordinates were scaled from a topographic map and have
 DA0810.an estimated accuracy of +/- 6 seconds.
 DA0810
 DA0810.The orthometric height was determined by differential leveling
 DA0810.and adjusted by the National Geodetic Survey in June 1991..
 DA0810
 DA0810.The geoid height was determined by GEOID03.
 DA0810
 DA0810.The dynamic height is computed by dividing the NAVD 88
 DA0810.geopotential number by the normal gravity value computed on the
 DA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0810.degrees latitude (g = 980.6199 gals.).
 DA0810
 DA0810.The modeled gravity was interpolated from observed gravity values.
 DA0810
 DA0810;                    North         East    Units  Estimated Accuracy
 DA0810;SPC AZ C     -   205,890.       87,200.      MT  (+/- 180 meters Scaled)
 DA0810
 DA0810                          SUPERSEDED SURVEY CONTROL
 DA0810
 DA0810  NGVD 29 (??/??/92)  187.414  (m)          614.87   (f) ADJ UNCH    1 2
 DA0810
 DA0810.Superseded values are not recommended for survey control.
 DA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0810.See file dsdata.txt to determine how the superseded data were derived.
 DA0810
 DA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB880369(NAD 83)
 DA0810_MARKER: DB = BENCH MARK DISK
 DA0810_SETTING: 66 = SET IN ROCK OUTCROP
 DA0810_SP_SET: BEDROCK
 DA0810_STAMPING: A 354 1960
 DA0810_MARK LOGO: CGS   
 DA0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0810+STABILITY: POSITION/ELEVATION WELL
 DA0810
 DA0810  HISTORY     - Date     Condition        Report By
 DA0810  HISTORY     - 1960     MONUMENTED       CGS
 DA0810  HISTORY     - 1980     GOOD             NGS
 DA0810  HISTORY     - 1980     GOOD             NGS
 DA0810
 DA0810                          STATION DESCRIPTION
 DA0810
 DA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0810'2.8 MI W FROM SENTINEL.
 DA0810'2.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0810'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A
 DA0810'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN BEDROCK
 DA0810'PROJECTING 3 INCHES AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 DA0810
 DA0810                          STATION RECOVERY (1980)
 DA0810
 DA0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0810'5.05 KM (3.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0810'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE
 DA0810'0.4 KM (0.25 MI) NORTHWEST ACROSS COUNTRY, AT THE NORTHEAST END OF
 DA0810'THE REST AREA FOR THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, SET
 DA0810'IN TOP OF A ROCK OUTCROP, 11.3 METERS (37.0 FT) SOUTHEAST OF THE
 DA0810'CENTERLINE OF THE EAST-BOUND LANES, 91.4 METERS (300 FT) SOUTHWEST
 DA0810'OF HIGHWAY MILEPOST 84, 9.1 METERS (30.0 FT) NORTHWEST OF THE
 DA0810'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0810'THE MARK IS 2.4 METERS  SW FROM A WITNESS POST.
 DA0810'THE MARK IS 2.1 M ABOVE THE EAST-BOUND LANES.
 DA0810
 DA0810                          STATION RECOVERY (1980)
 DA0810
 DA0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0810'5.05 KM (3.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0810'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE
 DA0810'0.4 KM (0.25 MI) NORTHWEST ACROSS COUNTRY, AT THE NORTHEAST END OF
 DA0810'THE REST AREA FOR THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, SET
 DA0810'IN TOP OF A ROCK OUTCROP, 11.3 METERS (37.0 FT) SOUTHEAST OF THE
 DA0810'CENTERLINE OF THE EAST-BOUND LANES, 91.4 METERS (300 FT) SOUTHWEST
 DA0810'OF HIGHWAY MILEPOST 84, 9.1 METERS (30.0 FT) NORTHWEST OF THE
 DA0810'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0810'THE MARK IS 2.4 METERS  SW FROM A WITNESS POST.
 DA0810'THE MARK IS 2.1 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0987 ***********************************************************************
 DA0987  DESIGNATION -  A 355
 DA0987  PID         -  DA0987
 DA0987  STATE/COUNTY-  AZ/YUMA
 DA0987  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0987
 DA0987                         *CURRENT SURVEY CONTROL
 DA0987  ___________________________________________________________________
 DA0987* NAD 83(1986)-  32 16 38.     (N)    113 41 37.     (W)     SCALED    
 DA0987* NAVD 88     -       305.88   (+/-2cm)    1003.5    (feet)  VERTCON   
 DA0987  ___________________________________________________________________
 DA0987  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DA0987
 DA0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0987
 DA0987.The horizontal coordinates were scaled from a topographic map and have
 DA0987.an estimated accuracy of +/- 6 seconds.
 DA0987
 DA0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0987.The vertical order pertains to the NGVD 29 superseded value.
 DA0987
 DA0987.The geoid height was determined by GEOID03.
 DA0987
 DA0987;                    North         East    Units  Estimated Accuracy
 DA0987;SPC AZ W     -   141,610.      218,670.      MT  (+/- 180 meters Scaled)
 DA0987
 DA0987                          SUPERSEDED SURVEY CONTROL
 DA0987
 DA0987  NGVD 29 (??/??/92)  305.189  (m)         1001.27   (f) ADJ UNCH    2 0
 DA0987
 DA0987.Superseded values are not recommended for survey control.
 DA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0987.See file dsdata.txt to determine how the superseded data were derived.
 DA0987
 DA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA463743(NAD 83)
 DA0987_MARKER: DB = BENCH MARK DISK
 DA0987_SETTING: 66 = SET IN ROCK OUTCROP
 DA0987_SP_SET: ROCK OUTCROP
 DA0987_STAMPING: A 355 1962
 DA0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0987+STABILITY: POSITION/ELEVATION WELL
 DA0987
 DA0987  HISTORY     - Date     Condition        Report By
 DA0987  HISTORY     - 1962     MONUMENTED       CGS
 DA0987
 DA0987                          STATION DESCRIPTION
 DA0987
 DA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0987'7.0 MI NE FROM TULE WELL.
 DA0987'ABOUT 7.0 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0987'COMMISSION SHELTER AT TULE WELL.  2.3 MILES IN A GENERAL SOUTHERLY
 DA0987'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0987'16 FEET AND IS NUMBERED 26, 2.5 MILES IN A GENERAL NORTHERLY DIRECTION
 DA0987'FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0987'IS NUMBERED 27, AT CHRISTMAN PASS, 88 FEET EAST OF THE CENTER LINE OF
 DA0987'THE PORTION OF THE ROAD WHICH IS IN THE PASS, 45 FEET SOUTHEAST OF THE
 DA0987'CENTER LINE OF A PORTION OF THE ROAD WHICH SKIRTS THE NORTHWEST SIDE
 DA0987'OF A SHARP GRANITE RIDGE, SET IN THE TOP OF THE WEST END OF A LARGE
 DA0987'SLOPING GRANITE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 110
 DA0987'FEET SOUTHEAST OF THE CENTER LINE OF A WASH, AND ABOUT 5 1/2 FEET
 DA0987'ABOVE THE PORTION OF THE ROAD WHICH SKIRTS THE NORTHWEST SIDE OF THE
 DA0987'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0260 ***********************************************************************
 CZ0260  DESIGNATION -  A 355
 CZ0260  PID         -  CZ0260
 CZ0260  STATE/COUNTY-  AZ/PIMA
 CZ0260  USGS QUAD   -  VAIL (1981)
 CZ0260
 CZ0260                         *CURRENT SURVEY CONTROL
 CZ0260  ___________________________________________________________________
 CZ0260* NAD 83(1986)-  32 02 26.     (N)    110 44 29.     (W)     SCALED    
 CZ0260* NAVD 88     -       966.893  (meters)    3172.21   (feet)  ADJUSTED  
 CZ0260  ___________________________________________________________________
 CZ0260  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CZ0260  DYNAMIC HT  -         965.500 (meters)    3167.64  (feet)  COMP
 CZ0260  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 CZ0260  OBS GRAVITY -     979,165.7   (mgal)                       GRAV_OBS
 CZ0260
 CZ0260  VERT ORDER  -  FIRST     CLASS II
 CZ0260
 CZ0260.The horizontal coordinates were scaled from a topographic map and have
 CZ0260.an estimated accuracy of +/- 6 seconds.
 CZ0260
 CZ0260.The orthometric height was determined by differential leveling
 CZ0260.and adjusted by the National Geodetic Survey in June 1991..
 CZ0260
 CZ0260.The geoid height was determined by GEOID03.
 CZ0260
 CZ0260.The dynamic height is computed by dividing the NAVD 88
 CZ0260.geopotential number by the normal gravity value computed on the
 CZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0260.degrees latitude (g = 980.6199 gals.).
 CZ0260
 CZ0260.The modeled gravity was interpolated from observed gravity values.
 CZ0260.The observed gravity was obtained from relative gravimeter ties
 CZ0260.to the IGSN71 gravity network.
 CZ0260
 CZ0260;                    North         East    Units  Estimated Accuracy
 CZ0260;SPC AZ C     -   115,970.      324,360.      MT  (+/- 180 meters Scaled)
 CZ0260
 CZ0260                          SUPERSEDED SURVEY CONTROL
 CZ0260
 CZ0260  NGVD 29 (??/??/92)  966.179  (m)         3169.87   (f) ADJ UNCH    1 2
 CZ0260
 CZ0260.Superseded values are not recommended for survey control.
 CZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0260.See file dsdata.txt to determine how the superseded data were derived.
 CZ0260
 CZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA244449(NAD 83)
 CZ0260_MARKER: DB = BENCH MARK DISK
 CZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0260_STAMPING: A 355 1960
 CZ0260_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0260+STABILITY: SURFACE MOTION
 CZ0260
 CZ0260  HISTORY     - Date     Condition        Report By
 CZ0260  HISTORY     - 1960     MONUMENTED       CGS
 CZ0260  HISTORY     - 1979     GOOD             NGS
 CZ0260
 CZ0260                          STATION DESCRIPTION
 CZ0260
 CZ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0260'16.5 MI SE FROM TUCSON.
 CZ0260'16.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0260'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 264, 113 FEET SOUTHWEST OF
 CZ0260'THE MILE POST, 92 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0260'TRAFFIC LANE, 81 FEET SOUTH OF A PIPE CULVERT, 2 FEET SOUTHWEST OF A
 CZ0260'METAL WITNESS POST, 2 FEET NORTHEAST OF A FENCE, SET IN A SQUARE
 CZ0260'CONCRETE POST PROJECTING 5 INCHES.
 CZ0260
 CZ0260                          STATION RECOVERY (1979)
 CZ0260
 CZ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0260'17.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0260'HIGHWAY 89 INTERCHANGE AT TUCSON, 75 FEET SOUTH OF THE SOUTHWEST END
 CZ0260'OF A 4-FOOT METAL PIPE CULVERT, 92 FEET SOUTHWEST OF THE CENTERLINE
 CZ0260'OF THE EASTBOUND TRAFFIC LANE, 244 FEET WEST OF MILE POST 278 AND 2
 CZ0260'FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0260'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0260'THE MARK IS 4 FT BELOW EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0410 ***********************************************************************
 GR0410  DESIGNATION -  A 356
 GR0410  PID         -  GR0410
 GR0410  STATE/COUNTY-  AZ/MOHAVE
 GR0410  USGS QUAD   -  BONELLI BAY (1983)
 GR0410
 GR0410                         *CURRENT SURVEY CONTROL
 GR0410  ___________________________________________________________________
 GR0410* NAD 83(1986)-  36 04 48.     (N)    114 28 52.     (W)     SCALED    
 GR0410* NAVD 88     -       365.469  (meters)    1199.04   (feet)  POSTED    
 GR0410  ___________________________________________________________________
 GR0410  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR0410  DYNAMIC HT  -         365.110 (meters)    1197.87  (feet)  COMP
 GR0410  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 GR0410
 GR0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0410
 GR0410.The horizontal coordinates were scaled from a topographic map and have
 GR0410.an estimated accuracy of +/- 6 seconds.
 GR0410
 GR0410.The orthometric height was determined by differential leveling
 GR0410.and adjusted by the National Geodetic Survey in 1992..
 GR0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0410.rate of 0.0 thru 1.0 mm/km.
 GR0410
 GR0410.The geoid height was determined by GEOID03.
 GR0410
 GR0410.The dynamic height is computed by dividing the NAVD 88
 GR0410.geopotential number by the normal gravity value computed on the
 GR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0410.degrees latitude (g = 980.6199 gals.).
 GR0410
 GR0410.The modeled gravity was interpolated from observed gravity values.
 GR0410
 GR0410;                    North         East    Units  Estimated Accuracy
 GR0410;SPC AZ W     -   563,660.      147,510.      MT  (+/- 180 meters Scaled)
 GR0410
 GR0410                          SUPERSEDED SURVEY CONTROL
 GR0410
 GR0410  NGVD 29 (??/??/92)  364.765  (m)         1196.73   (f) ADJ UNCH    1 2
 GR0410
 GR0410.Superseded values are not recommended for survey control.
 GR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0410.See file dsdata.txt to determine how the superseded data were derived.
 GR0410
 GR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV268957(NAD 83)
 GR0410_MARKER: DB = BENCH MARK DISK
 GR0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0410_STAMPING: A 356 1963
 GR0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0410
 GR0410  HISTORY     - Date     Condition        Report By
 GR0410  HISTORY     - 1963     MONUMENTED       CGS
 GR0410
 GR0410                          STATION DESCRIPTION
 GR0410
 GR0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0410'0.2 MI SE FROM BONELLI LANDING.
 GR0410'0.2 MILE SOUTHEAST ACROSS COUNTRY FROM THE BOAT LANDING AT BONELLI
 GR0410'LANDING, 3.3 MILES NORTH OF THE MOUTH OF DETRITAL WASH, 1.0 MILE NORTH
 GR0410'ACROSS COUNTRY FROM BENCH MARK Z 355, AT THE NORTHEAST END OF A DIM
 GR0410'TRACK ROAD, ON TOP OF THE FIRST LOW RIDGE SOUTHEAST OF THE BOAT
 GR0410'LANDING, 70 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET
 GR0410'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON
 GR0410'THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0841 ***********************************************************************
 EU0841  DESIGNATION -  A 357
 EU0841  PID         -  EU0841
 EU0841  STATE/COUNTY-  AZ/LA PAZ
 EU0841  USGS QUAD   -  GENE WASH (1975)
 EU0841
 EU0841                         *CURRENT SURVEY CONTROL
 EU0841  ___________________________________________________________________
 EU0841* NAD 83(1986)-  34 17 37.     (N)    114 07 44.     (W)     SCALED    
 EU0841* NAVD 88     -       166.66   (+/-2cm)     546.8    (feet)  VERTCON   
 EU0841  ___________________________________________________________________
 EU0841  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0841
 EU0841  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0841
 EU0841.The horizontal coordinates were scaled from a topographic map and have
 EU0841.an estimated accuracy of +/- 6 seconds.
 EU0841
 EU0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0841.The vertical order pertains to the NGVD 29 superseded value.
 EU0841
 EU0841.The geoid height was determined by GEOID03.
 EU0841
 EU0841;                    North         East    Units  Estimated Accuracy
 EU0841;SPC AZ W     -   365,300.      178,480.      MT  (+/- 180 meters Scaled)
 EU0841
 EU0841                          SUPERSEDED SURVEY CONTROL
 EU0841
 EU0841  NGVD 29 (08/15/05)  166.041  (m)          544.75   (f) ADJUSTED    1 1
 EU0841
 EU0841.Superseded values are not recommended for survey control.
 EU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0841.See file dsdata.txt to determine how the superseded data were derived.
 EU0841
 EU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT642984(NAD 83)
 EU0841_MARKER: DB = BENCH MARK DISK
 EU0841_SETTING: 66 = SET IN ROCK OUTCROP
 EU0841_SP_SET: SET IN ROCK OUTCROP
 EU0841_STAMPING: A 357 1976
 EU0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0841+STABILITY: POSITION/ELEVATION WELL
 EU0841
 EU0841  HISTORY     - Date     Condition        Report By
 EU0841  HISTORY     - 1976     MONUMENTED       NGS
 EU0841
 EU0841                          STATION DESCRIPTION
 EU0841
 EU0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0841'1.45 MI EAST FROM PARKER DAM.
 EU0841'0.15 MILE SOUTHEAST ALONG PARKER DAM ROAD FROM THE CENTER OF PARKER
 EU0841'DAM, THENCE 1.3 MILE EAST ALONG A WINDING GRAVEL ROAD ON THE SOUTH
 EU0841'EDGE OF LAKE HAVASU, AT JUNCTION OF GRAVEL ROAD AND STATE HIGHWAY 95,
 EU0841'78 FT. NORTHWEST OF THE CENTERLINE OF THE T JUNCTION, 66 FT. NORTH OF
 EU0841'THE CENTERLINE OF THE HIGHWAY, 64 FT. WEST OF THE CENTERLINE OF THE
 EU0841'GRAVEL ROAD, IN ROCK OUTCROP FLUSH WITH GROUND AND ON THE SOUTH SLOPE
 EU0841'OF A HILL.
 EU0841'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0168 ***********************************************************************
 CZ0168  DESIGNATION -  A 358
 CZ0168  PID         -  CZ0168
 CZ0168  STATE/COUNTY-  AZ/PIMA
 CZ0168  USGS QUAD   -  TUCSON SW (1992)
 CZ0168
 CZ0168                         *CURRENT SURVEY CONTROL
 CZ0168  ___________________________________________________________________
 CZ0168* NAD 83(1986)-  32 04 06.     (N)    110 59 35.     (W)     SCALED    
 CZ0168* NAVD 88     -       786.37   (+/-2cm)    2579.9    (feet)  VERTCON   
 CZ0168  ___________________________________________________________________
 CZ0168  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0168
 CZ0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0168
 CZ0168.The horizontal coordinates were scaled from a topographic map and have
 CZ0168.an estimated accuracy of +/- 6 seconds.
 CZ0168
 CZ0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0168.The vertical order pertains to the NGVD 29 superseded value.
 CZ0168
 CZ0168.The geoid height was determined by GEOID03.
 CZ0168
 CZ0168;                    North         East    Units  Estimated Accuracy
 CZ0168;SPC AZ C     -   118,820.      300,560.      MT  (+/- 180 meters Scaled)
 CZ0168
 CZ0168                          SUPERSEDED SURVEY CONTROL
 CZ0168
 CZ0168  NGVD 29 (??/??/92)  785.716  (m)         2577.80   (f) ADJ UNCH    2 0
 CZ0168
 CZ0168.Superseded values are not recommended for survey control.
 CZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0168.See file dsdata.txt to determine how the superseded data were derived.
 CZ0168
 CZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006480(NAD 83)
 CZ0168_MARKER: DB = BENCH MARK DISK
 CZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0168_STAMPING: A 358 1960
 CZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0168+STABILITY: SURFACE MOTION
 CZ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0168+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0168
 CZ0168  HISTORY     - Date     Condition        Report By
 CZ0168  HISTORY     - 1960     MONUMENTED       CGS
 CZ0168  HISTORY     - 1967     GOOD             USGS
 CZ0168  HISTORY     - 19950115 GOOD             USPSQD
 CZ0168  HISTORY     - 20060315 GOOD             USPSQD
 CZ0168
 CZ0168                          STATION DESCRIPTION
 CZ0168
 CZ0168'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0168'4.2 MI SW FROM TUCSON.
 CZ0168'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA ON
 CZ0168'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE 4.5
 CZ0168'MILES SOUTH ON INTERSTATE HIGHWAY 19, 95 FEET WEST OF THE CENTER OF
 CZ0168'THE WEST LAND OF THE FREEWAY, 2 FEET SOUTHEAST OF WITNESS POST, SET IN
 CZ0168'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES.
 CZ0168
 CZ0168                          STATION RECOVERY (1995)
 CZ0168
 CZ0168'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0168'RECOVERED IN GOOD CONDITION.
 CZ0168
 CZ0168                          STATION RECOVERY (2006)
 CZ0168
 CZ0168'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0173 ***********************************************************************
 GQ0173  DESIGNATION -  A 359
 GQ0173  PID         -  GQ0173
 GQ0173  STATE/COUNTY-  AZ/MOHAVE
 GQ0173  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0173
 GQ0173                         *CURRENT SURVEY CONTROL
 GQ0173  ___________________________________________________________________
 GQ0173* NAD 83(1986)-  36 56 27.     (N)    113 48 49.     (W)     SCALED    
 GQ0173* NAVD 88     -       632.115  (meters)    2073.86   (feet)  POSTED    
 GQ0173  ___________________________________________________________________
 GQ0173  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 GQ0173  DYNAMIC HT  -         631.450 (meters)    2071.68  (feet)  COMP
 GQ0173  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 GQ0173
 GQ0173  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0173
 GQ0173.The horizontal coordinates were scaled from a topographic map and have
 GQ0173.an estimated accuracy of +/- 6 seconds.
 GQ0173
 GQ0173.The orthometric height was determined by differential leveling
 GQ0173.and adjusted by the National Geodetic Survey in 1992..
 GQ0173.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0173.rate of 1.1 thru 2.0 mm/km.
 GQ0173
 GQ0173.The geoid height was determined by GEOID03.
 GQ0173
 GQ0173.The dynamic height is computed by dividing the NAVD 88
 GQ0173.geopotential number by the normal gravity value computed on the
 GQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0173.degrees latitude (g = 980.6199 gals.).
 GQ0173
 GQ0173.The modeled gravity was interpolated from observed gravity values.
 GQ0173
 GQ0173;                    North         East    Units  Estimated Accuracy
 GQ0173;SPC AZ W     -   658,930.      207,690.      MT  (+/- 180 meters Scaled)
 GQ0173
 GQ0173                          SUPERSEDED SURVEY CONTROL
 GQ0173
 GQ0173  NGVD 29 (??/??/92)  631.317  (m)         2071.25   (f) ADJ UNCH    2 0
 GQ0173
 GQ0173.Superseded values are not recommended for survey control.
 GQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0173.See file dsdata.txt to determine how the superseded data were derived.
 GQ0173
 GQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF494920(NAD 83)
 GQ0173_MARKER: DB = BENCH MARK DISK
 GQ0173_SETTING: 80 = SET IN A BOULDER
 GQ0173_SP_SET: BOULDER
 GQ0173_STAMPING: A 359 1960
 GQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0173+STABILITY: SURFACE MOTION
 GQ0173
 GQ0173  HISTORY     - Date     Condition        Report By
 GQ0173  HISTORY     - 1960     MONUMENTED       CGS
 GQ0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0173
 GQ0173                          STATION DESCRIPTION
 GQ0173
 GQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0173'9.3 MI NE FROM LITTLEFIELD.
 GQ0173'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON A
 GQ0173'BLACKTOP ROAD TO A TRAIL ROAD LEADING NORTHEAST, THENCE 3.5 MILES
 GQ0173'NORTHEAST ON THE TRAIL ROAD THAT GOES ACROSS THE VIRGIN RIVER TO
 GQ0173'TRIANGULATION BEAVER, THENCE 1.1 MILES NORTHEAST TO THE MOUTH OF THE
 GQ0173'GORGE OF THE VIRGIN RIVER, THENCE ABOUT 4.6 MILES NORTHEAST FOLLOWING
 GQ0173'THE RIVER BED TO THE MARK, 140 FEET NORTH OF THE RIVER BANK, CEMENTED
 GQ0173'IN A DRILL HOLE IN A BOULDER THAT HAS A YELLOW B M PAINTED ON IT AND
 GQ0173'IS ABOUT 60 FEET HIGHER THAN THE RIVER BED.
 GQ0173
 GQ0173                          STATION RECOVERY (1982)
 GQ0173
 GQ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0497 ***********************************************************************
 DA0497  DESIGNATION -  A 36
 DA0497  PID         -  DA0497
 DA0497  STATE/COUNTY-  AZ/MARICOPA
 DA0497  USGS QUAD   -  GILA BEND (1973)
 DA0497
 DA0497                         *CURRENT SURVEY CONTROL
 DA0497  ___________________________________________________________________
 DA0497* NAD 83(1986)-  32 55 56.     (N)    112 43 31.     (W)     SCALED    
 DA0497* NAVD 88     -       229.759  (meters)     753.80   (feet)  ADJUSTED  
 DA0497  ___________________________________________________________________
 DA0497  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0497  DYNAMIC HT  -         229.489 (meters)     752.92  (feet)  COMP
 DA0497  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DA0497
 DA0497  VERT ORDER  -  FIRST     CLASS II
 DA0497
 DA0497.The horizontal coordinates were scaled from a topographic map and have
 DA0497.an estimated accuracy of +/- 6 seconds.
 DA0497
 DA0497.The orthometric height was determined by differential leveling
 DA0497.and adjusted by the National Geodetic Survey in June 1991..
 DA0497
 DA0497.The geoid height was determined by GEOID03.
 DA0497
 DA0497.The dynamic height is computed by dividing the NAVD 88
 DA0497.geopotential number by the normal gravity value computed on the
 DA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0497.degrees latitude (g = 980.6199 gals.).
 DA0497
 DA0497.The modeled gravity was interpolated from observed gravity values.
 DA0497
 DA0497;                    North         East    Units  Estimated Accuracy
 DA0497;SPC AZ C     -   214,530.      137,740.      MT  (+/- 180 meters Scaled)
 DA0497
 DA0497                          SUPERSEDED SURVEY CONTROL
 DA0497
 DA0497  NGVD 29 (??/??/92)  229.180  (m)          751.90   (f) ADJ UNCH    1 2
 DA0497
 DA0497.Superseded values are not recommended for survey control.
 DA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0497.See file dsdata.txt to determine how the superseded data were derived.
 DA0497
 DA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB386450(NAD 83)
 DA0497_MARKER: DB = BENCH MARK DISK
 DA0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0497_STAMPING: A 36 1933 751.901
 DA0497_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0497+STABILITY: SURFACE MOTION
 DA0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0497+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0497
 DA0497  HISTORY     - Date     Condition        Report By
 DA0497  HISTORY     - 1933     MONUMENTED       CGS
 DA0497  HISTORY     - 1953     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 20060219 GOOD             USPSQD
 DA0497
 DA0497                          STATION DESCRIPTION
 DA0497
 DA0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0497'1.2 MI S FROM GILA BEND.
 DA0497'1.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0497'COMPANY RAILROAD STATION AT GILA BEND, 0.5 MILE SOUTH OF A RAILROAD
 DA0497'CROSSING, 316 FET NORTHWEST OF THE NORTHWEST CORNER OF WOODEN RAILROAD
 DA0497'BRIDGE NO. 16, 95.5 FEET WEST OF THE WEST RAIL OF THE TUCSON, CORNELIA
 DA0497'AND GILA BEND RAILROAD TRACK, 68.5 FEET EAST OF THE CENTER LINE OF THE
 DA0497'HIGHWAY, 69.3 FEET SOUTH OF A TELEPHONE POLE, 3.1 FEET SOUTH OF A
 DA0497'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 DA0497'TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'RECOVERED IN GOOD CONDITION.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'RECOVERED IN GOOD CONDITION.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'1.7 KM (1.05 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0497'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI)
 DA0497'SOUTHWEST OF AN INTERSTATE HIGHWAY 8 OVERPASS, 96.3 METERS (316 FT)
 DA0497'NORTH OF THE NORTHWEST CORNER OF A WOODEN RAILWAY BRIDGE NUMBER 16,
 DA0497'29.0 METERS (95.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0497'21.0 METERS (69.3 FT) SOUTHWEST OF A TELEPHONE POLE, 20.9 METERS
 DA0497'(68.5 FT) SOUTHEAST OF THE CENTERLINE OF OLD HIGHWAY 8.
 DA0497'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0497'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0497
 DA0497                          STATION RECOVERY (2006)
 DA0497
 DA0497'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0497'RECOVERED AS DESCRIBED.  WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1524 ***********************************************************************
 GR1524  DESIGNATION -  A 36
 GR1524  PID         -  GR1524
 GR1524  STATE/COUNTY-  AZ/MOHAVE
 GR1524  USGS QUAD   -  THE TEMPLE (1983)
 GR1524
 GR1524                         *CURRENT SURVEY CONTROL
 GR1524  ___________________________________________________________________
 GR1524* NAD 83(1992)-  36 02 44.55716(N)    114 20 04.07540(W)     ADJUSTED  
 GR1524* NAVD 88     -       396.7    (meters)    1302.     (feet)  VERTCON   
 GR1524  ___________________________________________________________________
 GR1524  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GR1524  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1524
 GR1524  HORZ ORDER  -  THIRD
 GR1524
 GR1524.The horizontal coordinates were established by classical geodetic methods
 GR1524.and adjusted by the National Geodetic Survey in August 1993..
 GR1524
 GR1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1524
 GR1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1524
 GR1524.The geoid height was determined by GEOID03.
 GR1524
 GR1524;                    North         East     Units Scale Factor Converg.
 GR1524;SPC AZ W     -   559,761.089   160,696.101   MT  0.99996750   -0 20 38.1
 GR1524;SPC AZ W     - 1,836,486.51    527,218.18   iFT  0.99996750   -0 20 38.1
 GR1524;SPC NV E     - 8,144,463.668   312,529.034   MT  1.00005598   +0 44 05.8
 GR1524;SPC NV E     -26,720,627.88  1,025,355.67   sFT  1.00005598   +0 44 05.8
 GR1524;UTM  11      - 3,992,306.547   740,126.446   MT  1.00031054   +1 34 09.2
 GR1524
 GR1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1524!SPC AZ W     -   0.99994212  x   0.99996750  =   0.99990962
 GR1524!SPC NV E     -   0.99994212  x   1.00005598  =   0.99999810
 GR1524!UTM  11      -   0.99994212  x   1.00031054  =   1.00025264
 GR1524
 GR1524:                Primary Azimuth Mark                     Grid Az
 GR1524:SPC AZ W     -  A 35                                     357 20 39.0
 GR1524:SPC NV E     -  A 35                                     356 15 55.1
 GR1524:UTM  11      -  A 35                                     355 25 51.7
 GR1524
 GR1524|---------------------------------------------------------------------|
 GR1524| PID    Reference Object                     Distance      Geod. Az  |
 GR1524|                                                           dddmmss.s |
 GR1524| GR1523 A 35                                APPROX. 4.2 KM 3570000.9 |
 GR1524|---------------------------------------------------------------------|
 GR1524
 GR1524                          SUPERSEDED SURVEY CONTROL
 GR1524
 GR1524  NAD 83(1986)-  36 02 44.54836(N)    114 20 04.06922(W) AD(       ) 3
 GR1524  NGVD 29 (06/27/88)  396.0    (m)         1299.     (f) VERT ANG       
 GR1524
 GR1524.Superseded values are not recommended for survey control.
 GR1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1524.See file dsdata.txt to determine how the superseded data were derived.
 GR1524
 GR1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4012692307(NAD 83)
 GR1524_MARKER: DS = TRIANGULATION STATION DISK
 GR1524_SETTING: 80 = SET IN A BOULDER
 GR1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1524+STABILITY: SURFACE MOTION
 GR1524
 GR1524  HISTORY     - Date     Condition        Report By
 GR1524  HISTORY     - 1948     MONUMENTED       USGS
 GR1524
 GR1524                          STATION DESCRIPTION
 GR1524
 GR1524'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1524'LOCATED ABOUT 3.6 MI W. OF THE TEMPLE.  ON TOP OF ISLAND AT
 GR1524'NORTHWEST SIDE OF TEMPLE BAR WASH, ABOUT 70 FT. ABOVE HIGH WATER
 GR1524'MARK.
 GR1524'
 GR1524'TO REACH NOT GIVEN.
 GR1524'
 GR1524'STATION MARK--STANDARD TABLET STAMPED---A36 1948---, CEMENTED IN
 GR1524'TOP OF BOULDER IN PLACE.
 GR1524'
 GR1524'RMS--NONE SET.
 GR1524'
 GR1524'NOTE--FAIRCHILD STATION DESIGNATED AS F141, 12.20 FT. NNW. OF
 GR1524'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0609 ***********************************************************************
 DA0609  DESIGNATION -  A 360
 DA0609  PID         -  DA0609
 DA0609  STATE/COUNTY-  AZ/MARICOPA
 DA0609  USGS QUAD   -  GILA BEND (1973)
 DA0609
 DA0609                         *CURRENT SURVEY CONTROL
 DA0609  ___________________________________________________________________
 DA0609* NAD 83(1986)-  32 57 14.     (N)    112 40 19.     (W)     SCALED    
 DA0609* NAVD 88     -       242.514  (meters)     795.65   (feet)  ADJUSTED  
 DA0609  ___________________________________________________________________
 DA0609  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0609  DYNAMIC HT  -         242.225 (meters)     794.70  (feet)  COMP
 DA0609  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 DA0609
 DA0609  VERT ORDER  -  FIRST     CLASS II
 DA0609
 DA0609.The horizontal coordinates were scaled from a topographic map and have
 DA0609.an estimated accuracy of +/- 6 seconds.
 DA0609
 DA0609.The orthometric height was determined by differential leveling
 DA0609.and adjusted by the National Geodetic Survey in June 1991..
 DA0609
 DA0609.The geoid height was determined by GEOID03.
 DA0609
 DA0609.The dynamic height is computed by dividing the NAVD 88
 DA0609.geopotential number by the normal gravity value computed on the
 DA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0609.degrees latitude (g = 980.6199 gals.).
 DA0609
 DA0609.The modeled gravity was interpolated from observed gravity values.
 DA0609
 DA0609;                    North         East    Units  Estimated Accuracy
 DA0609;SPC AZ C     -   216,890.      142,750.      MT  (+/- 180 meters Scaled)
 DA0609
 DA0609                          SUPERSEDED SURVEY CONTROL
 DA0609
 DA0609  NGVD 29 (??/??/92)  241.898  (m)          793.63   (f) ADJ UNCH    1 2
 DA0609
 DA0609.Superseded values are not recommended for survey control.
 DA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0609.See file dsdata.txt to determine how the superseded data were derived.
 DA0609
 DA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB437474(NAD 83)
 DA0609_MARKER: DB = BENCH MARK DISK
 DA0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0609_SP_SET: 16 FT.
 DA0609_STAMPING: A 360 1967
 DA0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0609
 DA0609  HISTORY     - Date     Condition        Report By
 DA0609  HISTORY     - 1967     MONUMENTED       CGS
 DA0609  HISTORY     - 1980     GOOD             NGS
 DA0609  HISTORY     - 1980     GOOD             NGS
 DA0609  HISTORY     - 19941202 GOOD             USPSQD
 DA0609
 DA0609                          STATION DESCRIPTION
 DA0609
 DA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0609'2.7 MI E FROM GILA BEND.
 DA0609'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0609'GILA BEND, IN S 33, T 5 S, R 4 W, 11 1/2 RAILS WEST OF A SMALL WOODEN
 DA0609'RAILROAD TRESTLE, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 DA0609'96 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 15 FEET NORTH OF
 DA0609'THE CENTER LINE OF A TRACK ROAD, 14 FEET WEST OF TELEPHONE POLE 31-M,
 DA0609'IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET EAST OF A METAL
 DA0609'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 DA0609'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 DA0609'FEET AND ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 DA0609
 DA0609                          STATION RECOVERY (1980)
 DA0609
 DA0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0609'RECOVERED IN GOOD CONDITION.
 DA0609
 DA0609                          STATION RECOVERY (1980)
 DA0609
 DA0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0609'RECOVERED IN GOOD CONDITION.
 DA0609
 DA0609                          STATION RECOVERY (1994)
 DA0609
 DA0609'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0696 ***********************************************************************
 DA0696  DESIGNATION -  A 361
 DA0696  PID         -  DA0696
 DA0696  STATE/COUNTY-  AZ/MARICOPA
 DA0696  USGS QUAD   -  GILA BEND (1973)
 DA0696
 DA0696                         *CURRENT SURVEY CONTROL
 DA0696  ___________________________________________________________________
 DA0696* NAD 83(1986)-  32 57 55.     (N)    112 41 21.     (W)     SCALED    
 DA0696* NAVD 88     -       225.215  (meters)     738.89   (feet)  ADJUSTED  
 DA0696  ___________________________________________________________________
 DA0696  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0696  DYNAMIC HT  -         224.948 (meters)     738.02  (feet)  COMP
 DA0696  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 DA0696
 DA0696  VERT ORDER  -  FIRST     CLASS II
 DA0696
 DA0696.The horizontal coordinates were scaled from a topographic map and have
 DA0696.an estimated accuracy of +/- 6 seconds.
 DA0696
 DA0696.The orthometric height was determined by differential leveling
 DA0696.and adjusted by the National Geodetic Survey in June 1991..
 DA0696
 DA0696.The geoid height was determined by GEOID03.
 DA0696
 DA0696.The dynamic height is computed by dividing the NAVD 88
 DA0696.geopotential number by the normal gravity value computed on the
 DA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0696.degrees latitude (g = 980.6199 gals.).
 DA0696
 DA0696.The modeled gravity was interpolated from observed gravity values.
 DA0696
 DA0696;                    North         East    Units  Estimated Accuracy
 DA0696;SPC AZ C     -   218,170.      141,150.      MT  (+/- 180 meters Scaled)
 DA0696
 DA0696                          SUPERSEDED SURVEY CONTROL
 DA0696
 DA0696  NGVD 29 (??/??/92)  224.622  (m)          736.95   (f) ADJ UNCH    1 2
 DA0696
 DA0696.Superseded values are not recommended for survey control.
 DA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0696.See file dsdata.txt to determine how the superseded data were derived.
 DA0696
 DA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB421487(NAD 83)
 DA0696_MARKER: DB = BENCH MARK DISK
 DA0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0696_SP_SET: 8 FT.
 DA0696_STAMPING: A 361 1967
 DA0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0696+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0696
 DA0696  HISTORY     - Date     Condition        Report By
 DA0696  HISTORY     - 1967     MONUMENTED       CGS
 DA0696  HISTORY     - 1980     GOOD             NGS
 DA0696  HISTORY     - 1980     GOOD             NGS
 DA0696  HISTORY     - 1981     GOOD             NGS
 DA0696  HISTORY     - 19941202 GOOD             USPSQD
 DA0696  HISTORY     - 20060128 GOOD             USPSQD
 DA0696  HISTORY     - 20060128 GOOD             USPSQD
 DA0696  HISTORY     - 20060219 GOOD             USPSQD
 DA0696
 DA0696                          STATION DESCRIPTION
 DA0696
 DA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0696'2.1 MI NE FROM GILA BEND.
 DA0696'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0696'GILA BEND, THENCE 1.25 MILES NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA
 DA0696'ROAD, WHICH IS OLD U. S. HIGHWAY 80, IN SECTION 29, T 5 S, R 4 W, 51
 DA0696'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTHEAST OF
 DA0696'THE CENTER LINE OF A PRIVATE DRIVEWAY, 27 FEET NORTHEAST OF A FENCE
 DA0696'CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.2 FEET SOUTHWEST OF A METAL
 DA0696'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DA0696'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH
 DA0696'PROJECTS 10 INCHES.
 DA0696
 DA0696                          STATION RECOVERY (1980)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1980)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1981)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1994)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0777 ***********************************************************************
 DV0777  DESIGNATION -  A 362
 DV0777  PID         -  DV0777
 DV0777  STATE/COUNTY-  AZ/MARICOPA
 DV0777  USGS QUAD   -  WINTERSBURG (1984)
 DV0777
 DV0777                         *CURRENT SURVEY CONTROL
 DV0777  ___________________________________________________________________
 DV0777* NAD 83(1986)-  33 22 51.     (N)    112 46 41.     (W)     SCALED    
 DV0777* NAVD 88     -       282.40   (+/-2cm)     926.5    (feet)  VERTCON   
 DV0777  ___________________________________________________________________
 DV0777  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0777
 DV0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0777
 DV0777.The horizontal coordinates were scaled from a topographic map and have
 DV0777.an estimated accuracy of +/- 6 seconds.
 DV0777
 DV0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0777.The vertical order pertains to the NGVD 29 superseded value.
 DV0777
 DV0777.The geoid height was determined by GEOID03.
 DV0777
 DV0777;                    North         East    Units  Estimated Accuracy
 DV0777;SPC AZ C     -   264,320.      133,220.      MT  (+/- 180 meters Scaled)
 DV0777
 DV0777                          SUPERSEDED SURVEY CONTROL
 DV0777
 DV0777  NGVD 29 (??/??/92)  281.770  (m)          924.44   (f) ADJ UNCH    1 2
 DV0777
 DV0777.Superseded values are not recommended for survey control.
 DV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0777.See file dsdata.txt to determine how the superseded data were derived.
 DV0777
 DV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB346949(NAD 83)
 DV0777_MARKER: DB = BENCH MARK DISK
 DV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0777_STAMPING: A 362 1967
 DV0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0777+STABILITY: SURFACE MOTION
 DV0777
 DV0777  HISTORY     - Date     Condition        Report By
 DV0777  HISTORY     - 1967     MONUMENTED       CGS
 DV0777  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0777  HISTORY     - 1983     MARK NOT FOUND   USGS
 DV0777
 DV0777                          STATION DESCRIPTION
 DV0777
 DV0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0777'3.8 MI NW FROM HASSAYAMPA.
 DV0777'3.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0777'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 33, T 1 N, R 5 W,
 DV0777'0.2 MILE SOUTHEAST OF A CURVE IN THE ROAD, 119 FEET NORTHEAST OF THE
 DV0777'CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF AN
 DV0777'OLD ROAD, 21 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 2.0 FEET
 DV0777'WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 DV0777'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DV0777
 DV0777                          STATION RECOVERY (1981)
 DV0777
 DV0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0777'THE CONCRETE POST WAS FOUND ON TOP OF THE GROUND, THE DISK HAD BEEN
 DV0777'REMOVED.
 DV0777
 DV0777                          STATION RECOVERY (1983)
 DV0777
 DV0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DV0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0962 ***********************************************************************
 CZ0962  DESIGNATION -  A 363
 CZ0962  PID         -  CZ0962
 CZ0962  STATE/COUNTY-  AZ/PINAL
 CZ0962  USGS QUAD   -  STANFIELD (1992)
 CZ0962
 CZ0962                         *CURRENT SURVEY CONTROL
 CZ0962  ___________________________________________________________________
 CZ0962* NAD 83(1986)-  32 59 30.     (N)    111 56 35.     (W)     SCALED    
 CZ0962* NAVD 88     -       380.210  (meters)    1247.41   (feet)  ADJUSTED  
 CZ0962  ___________________________________________________________________
 CZ0962  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ0962  DYNAMIC HT  -         379.752 (meters)    1245.90  (feet)  COMP
 CZ0962  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 CZ0962  OBS GRAVITY -     979,421.0   (mgal)                       GRAV_OBS
 CZ0962
 CZ0962  VERT ORDER  -  FIRST     CLASS II
 CZ0962
 CZ0962.The horizontal coordinates were scaled from a topographic map and have
 CZ0962.an estimated accuracy of +/- 6 seconds.
 CZ0962
 CZ0962.The orthometric height was determined by differential leveling
 CZ0962.and adjusted by the National Geodetic Survey in June 1991..
 CZ0962
 CZ0962.The geoid height was determined by GEOID03.
 CZ0962
 CZ0962.The dynamic height is computed by dividing the NAVD 88
 CZ0962.geopotential number by the normal gravity value computed on the
 CZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0962.degrees latitude (g = 980.6199 gals.).
 CZ0962
 CZ0962.The modeled gravity was interpolated from observed gravity values.
 CZ0962.The observed gravity was obtained from relative gravimeter ties
 CZ0962.to the IGSN71 gravity network.
 CZ0962
 CZ0962;                    North         East    Units  Estimated Accuracy
 CZ0962;SPC AZ C     -   220,830.      210,890.      MT  (+/- 180 meters Scaled)
 CZ0962
 CZ0962                          SUPERSEDED SURVEY CONTROL
 CZ0962
 CZ0962  NGVD 29 (??/??/92)  380.059  (m)         1246.91   (f) ADJ UNCH    1 2
 CZ0962
 CZ0962.Superseded values are not recommended for survey control.
 CZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0962.See file dsdata.txt to determine how the superseded data were derived.
 CZ0962
 CZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118507(NAD 83)
 CZ0962_MARKER: DB = BENCH MARK DISK
 CZ0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0962_SP_SET: ABUTMENT
 CZ0962_STAMPING: A 363 1967
 CZ0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0962
 CZ0962  HISTORY     - Date     Condition        Report By
 CZ0962  HISTORY     - 1967     MONUMENTED       CGS
 CZ0962  HISTORY     - 1980     GOOD             NGS
 CZ0962  HISTORY     - 1980     GOOD             NGS
 CZ0962
 CZ0962                          STATION DESCRIPTION
 CZ0962
 CZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0962'7.8 MI SE FROM MARICOPA.
 CZ0962'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0962'MARICOPA, THENCE 7.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0962'RAILROAD, IN S 15, T 5 S, R 4 E, 22 POLES NORTHWEST OF MILEPOST NUMBER
 CZ0962'906, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET IN THE
 CZ0962'TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE MOST
 CZ0962'EASTERLY ONE OF THREE RAILROAD BRIDGES, AND ABOUT 16 INCHES BELOW THE
 CZ0962'LEVEL OF THE TRACKS.
 CZ0962
 CZ0962                          STATION RECOVERY (1980)
 CZ0962
 CZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0962'RECOVERED IN GOOD CONDITION.
 CZ0962
 CZ0962                          STATION RECOVERY (1980)
 CZ0962
 CZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0654 ***********************************************************************
 DU0654  FBN         -  This is a Federal Base Network Control Station.
 DU0654  DESIGNATION -  A 365
 DU0654  PID         -  DU0654
 DU0654  STATE/COUNTY-  AZ/MARICOPA
 DU0654  USGS QUAD   -  BUCKHORN (1982)
 DU0654
 DU0654                         *CURRENT SURVEY CONTROL
 DU0654  ___________________________________________________________________
 DU0654* NAD 83(1992)-  33 26 55.04154(N)    111 40 27.33851(W)     ADJUSTED  
 DU0654* NAVD 88     -       473.781  (meters)    1554.40   (feet)  ADJUSTED  
 DU0654  ___________________________________________________________________
 DU0654  X           -  -1,967,632.745 (meters)                     COMP
 DU0654  Y           -  -4,950,915.664 (meters)                     COMP
 DU0654  Z           -   3,495,825.974 (meters)                     COMP
 DU0654  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DU0654  ELLIP HEIGHT-         444.35  (meters)          (09/30/99) GPS OBS
 DU0654  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0654  DYNAMIC HT  -         473.215 (meters)    1552.54  (feet)  COMP
 DU0654  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 DU0654  OBS GRAVITY -     979,430.7   (mgal)                       GRAV_OBS
 DU0654
 DU0654  HORZ ORDER  -  A
 DU0654  VERT ORDER  -  FIRST     CLASS I
 DU0654  ELLP ORDER  -  THIRD     CLASS I
 DU0654
 DU0654.The horizontal coordinates were established by GPS observations
 DU0654.and adjusted by the National Geodetic Survey in September 1992..
 DU0654
 DU0654.The orthometric height was determined by differential leveling
 DU0654.and adjusted by the National Geodetic Survey in June 1991..
 DU0654
 DU0654.Photographs are available for this station.
 DU0654
 DU0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0654
 DU0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0654
 DU0654.The ellipsoidal height was determined by GPS observations
 DU0654.and is referenced to NAD 83.
 DU0654
 DU0654.The geoid height was determined by GEOID03.
 DU0654
 DU0654.The dynamic height is computed by dividing the NAVD 88
 DU0654.geopotential number by the normal gravity value computed on the
 DU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0654.degrees latitude (g = 980.6199 gals.).
 DU0654
 DU0654.The modeled gravity was interpolated from observed gravity values.
 DU0654.The observed gravity was obtained from relative gravimeter ties
 DU0654.to the IGSN71 gravity network.
 DU0654
 DU0654;                    North         East     Units Scale Factor Converg.
 DU0654;SPC AZ C     -   271,528.889   235,896.050   MT  0.99990626   +0 08 01.0
 DU0654;SPC AZ C     -   890,842.81    773,937.17   iFT  0.99990626   +0 08 01.0
 DU0654;UTM  12      - 3,701,226.334   437,333.498   MT  0.99964841   -0 22 18.0
 DU0654
 DU0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0654!SPC AZ C     -   0.99993024  x   0.99990626  =   0.99983651
 DU0654!UTM  12      -   0.99993024  x   0.99964841  =   0.99957868
 DU0654
 DU0654                          SUPERSEDED SURVEY CONTROL
 DU0654
 DU0654  NAD 83(1986)-  33 26 55.03352(N)    111 40 27.34301(W) AD(       ) B
 DU0654  ELLIP H (09/04/92)  444.40   (m)                       GP(       ) 3 1
 DU0654  NAD 83(1986)-  33 26 55.03352(N)    111 40 27.34301(W) AD(       ) 1
 DU0654  NAVD 88 (08/15/94)  473.78   (m)         1554.4    (f) LEVELING    3  
 DU0654  NAVD 88 (09/04/92)  473.78   (m)         1554.4    (f) LEVELING    3  
 DU0654  NGVD 29 (??/??/92)  473.195  (m)         1552.47   (f) ADJ UNCH    1 1
 DU0654
 DU0654.Superseded values are not recommended for survey control.
 DU0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0654.See file dsdata.txt to determine how the superseded data were derived.
 DU0654
 DU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3733301226(NAD 83)
 DU0654_MARKER: DB = BENCH MARK DISK
 DU0654_SETTING: 66 = SET IN ROCK OUTCROP
 DU0654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU0654_STAMPING: A 365 1967
 DU0654_MARK LOGO: CGS   
 DU0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0654+STABILITY: POSITION/ELEVATION WELL
 DU0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0654+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DU0654
 DU0654  HISTORY     - Date     Condition        Report By
 DU0654  HISTORY     - 1967     MONUMENTED       CGS
 DU0654  HISTORY     - 1975     GOOD             NGS
 DU0654  HISTORY     - 1981     GOOD             NGS
 DU0654  HISTORY     - 19840323 GOOD
 DU0654  HISTORY     - 1986     GOOD             AZDT
 DU0654  HISTORY     - 1987     GOOD             NGS
 DU0654  HISTORY     - 19920120 GOOD             NGS
 DU0654  HISTORY     - 19920204 GOOD             NGS
 DU0654  HISTORY     - 19940203 GOOD             NGS
 DU0654  HISTORY     - 19940203 GOOD             NOS
 DU0654  HISTORY     - 19940216 GOOD             NOS
 DU0654  HISTORY     - 19960304 GOOD             CHANCE
 DU0654  HISTORY     - 19980916 POOR             AZ-013
 DU0654  HISTORY     - 19981102 GOOD             NGS
 DU0654  HISTORY     - 20000329 GOOD             MCDOT
 DU0654  HISTORY     - 20060927 GOOD             USPSQD
 DU0654
 DU0654                          STATION DESCRIPTION
 DU0654
 DU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0654'4.3 MI NE FROM BUCKHORN.
 DU0654'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0654'POST OFFICE AT BUCKHORN, THENCE 2.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU0654'THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD, IN S 7, T 1 N, R 7 E, AT
 DU0654'THE FOOT OF THE WEST SLOPE OF THE HIGHEST HILL IN THE VICINITY, 53
 DU0654'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD AROUND THE HILL,
 DU0654'SET IN THE TOP OF A ROCK OUTCROP, 0.7 FOOT NORTH OF A METAL WITNESS
 DU0654'POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRAIL ROAD.
 DU0654
 DU0654                          STATION RECOVERY (1975)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0654'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0654'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU0654'HIGHWAY, THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE FOOT OF
 DU0654'THE WEST SLOPE OF THE HIGHEST HILL IN THE VICINITY, 53 FEET SOUTHEAST
 DU0654'OF THE CENTERLINE OF THE TRAIL ROAD AROUND THE HILL, SET IN THE TOP OF
 DU0654'A ROCK OUTCROP, 0.7 FOOT NORTH OF A METAL WITNESS POST, AND ABOUT 5
 DU0654'FEET ABOVE THE LEVEL OF THE TRAIL ROAD.  1/4, SEC 7, T 1N, R 7E.
 DU0654
 DU0654                          STATION RECOVERY (1981)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0654'RECOVERED IN GOOD CONDITION.
 DU0654
 DU0654                          STATION RECOVERY (1984)
 DU0654
 DU0654'RECOVERED 1984
 DU0654'RECOVERED IN GOOD CONDITION.
 DU0654
 DU0654                          STATION RECOVERY (1986)
 DU0654
 DU0654'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU0654'THE STATION WAS RECOVERED AT THIS DATE.
 DU0654'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU0654'DESCRIPTION WAS ADEQUATE.
 DU0654
 DU0654                          STATION RECOVERY (1987)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 DU0654'THE STATION WAS RECOVERED AT THIS DATE.
 DU0654'
 DU0654'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 DU0654'EAST-SOUTHEAST OF SIGNAL BUTTE,
 DU0654'7.2 KM (4.5 MI) NORTH OF SR 360 (SUPERSTITION FREEWAY) AND AT THE
 DU0654'BOTTOM OF THE WEST END OF A SMALL HILL.
 DU0654'OWNERSHIP--UNKNOWN.
 DU0654'
 DU0654'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 360
 DU0654'(SUPERSTITION FREEWAY) AND POWERS ROAD IN MESA, GO
 DU0654'NORTH FOR 3.2 KM (2.0 MI) ON POWERS ROAD TO APACHE TRAIL.
 DU0654'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 4.0 KM (2.5 MI) ON BUSH
 DU0654'HIGHWAY TO MCKELLIPS ROAD.
 DU0654'TURN RIGHT AND GO EAST FOR 0.8 KM (0.5 MI) ON MCKELLIPS ROAD TO A
 DU0654'DIRT ROAD ON THE RIGHT, AT THE END OF A BLOCK WALL.
 DU0654'TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON THE DIRT ROAD TO
 DU0654'A DIRT ROAD LEFT.
 DU0654'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 DU0654'0.1 KM (0.05 MI) ON THE DIRT ROAD TO THE WEST BASE OF A SMALL HILL
 DU0654'AND THE STATION, BETWEEN TWO LARGE PALOVERDE TREES.
 DU0654'
 DU0654'THE STATION IS A STANDARD CGS BENCH MARK DISK
 DU0654'STAMPED---A 365 1965---,
 DU0654'SET INTO A DRILL HOLE IN THE TOP OF ROCK OUTCROP OF 0.5 METERS
 DU0654'LARGEST DIMENSION.  LOCATED
 DU0654'15.2 METERS (50.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 DU0654'TRAIL ROAD AROUND THE HILL,
 DU0654'9.7 METERS (31.8 FT) NORTHEAST FROM A PALOVERDE TREE AND
 DU0654'8.3 METERS (27.2 FT) SOUTH FROM A PALOVERDE TREE.
 DU0654'
 DU0654'CALIFORNIA FAA AIRPORTS, 1987.
 DU0654'
 DU0654'THIS STATION SUITABLE FOR GPS SURVEYS.
 DU0654'
 DU0654'DESCRIBED BY S.E. RANDALL.
 DU0654
 DU0654                          STATION RECOVERY (1992)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0654'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU0654'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU0654'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH POWERS ROAD, THENCE 0.9 KM
 DU0654'(0.55 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, THENCE 0.3 KM (0.20 MI)
 DU0654'SOUTHERLY ACROSS COUNTRY, NEAR THE CENTER OF A 1 BY 2-FOOT AREA OF
 DU0654'OUTCROPPING BEDROCK ALONG THE WEST SLOPE OF A HILL, 5.0 M (16.4 FT)
 DU0654'EAST OF THE BASE OF THE HILL, AND 1.0 M (3.3 FT) SOUTH OF A WITNESS
 DU0654'POST.
 DU0654
 DU0654                          STATION RECOVERY (1992)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0654'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTHEAST OF MESA, 4 KM
 DU0654'(2.5 MI) EAST-SOUTHEAST OF FALCON FIELD, 0.3 KM (0.2 MI) SOUTH OF
 DU0654'MCKELLIPS ROAD, JUST NORTHWEST OF THE FALCON HILL ELEMENTARY SCHOOL,
 DU0654'ON THE WEST END OF A LOW RIDGE AND AT THE TOE OF THE HILL.
 DU0654'OWNERSHIP--UNKNOWN.
 DU0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 360 AND POWER
 DU0654'ROAD (EXIT 16) ABOUT 14.4 KM (8.9 MI) EAST OF THE JUNCTION OF STATE
 DU0654'HIGHWAYS 87 AND 360 IN MESA, GO NORTH ON POWER ROAD FOR 3.29 KM
 DU0654'(2.04 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 60 (MAIN STREET).
 DU0654'CONTINUE NORTH ON POWER ROAD FOR 3.98 KM (2.47 MI) TO A CROSSROAD.
 DU0654'TURN RIGHT, EAST ON MCKELLIPS ROAD FOR 0.98 KM (0.61 MI) TO A DIM
 DU0654'ROAD RIGHT, JUST BEFORE REACHING A CANAL CROSSING.  TURN RIGHT,
 DU0654'SOUTH, CROSSING A SLIGHT HUMP, THEN TURN RIGHT, SOUTHWEST ON A DIRT
 DU0654'ROAD ACROSS AN OPEN AREA FOR 0.28 KM (0.17 MI) TO TREES ON THE LEFT.
 DU0654'TURN LEFT ACROSS THE FIELD FOR 0.08 KM (0.05 MI) TO A ROW OF BOULDERS
 DU0654'BETWEEN TWO TREES AND THE STATION 15 M (49.2 FT) BEYOND.
 DU0654'THE STATION IS SET IN A DRILL HOLE IN A 0.3 M (1.0 FT) X 0.5 M
 DU0654'(1.6 FT) X 0.1 M (0.3 FT) HIGH OUTCROP BETWEEN TWO PALO VERDE TREES
 DU0654'AND 1.0 M (3.3 FT) ABOVE THE SURROUNDING TERRAIN.  LOCATED 55.0 M
 DU0654'(180.4 FT) WEST AROUND BASE OF RIDGE FROM THE NORTHWEST FENCE CORNER
 DU0654'OF SCHOOL PLAYGROUND, 10.0 M (32.8 FT) NORTHEAST OF A PARTIALLY DEAD
 DU0654'PALO VERDE TREE AND 8.5 M (27.9 FT) SOUTH OF A PALO VERDE TREE.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 DU0654'RECOVERED AS DESCRIBED. NOTE-CONTINUE NORTH ON POWER ROAD PAST MAIN
 DU0654'STREET FOR 2.3 MI (3.7 KM) TO JENSEN ROAD. TURN RIGHT HEADING EAST FOR
 DU0654'0.55 MI (0.89 KM) TO A FIELD ON THE LEFT. THERE IS A DIRT ROAD LEADING
 DU0654'TO A HILL OF ROCK OUTCROPS. STATION IS ABOUT 600 FT (182.9 M) FROM
 DU0654'ROAD AND IS BETWEEN TWO TREES.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DU0654'RECOVERED AS DESCRIBED. NOTE-CONTINUE NORTH ON POWER ROAD PAST MAIN
 DU0654'STREET FOR 2.3 MI (3.7 KM) TO JENSEN ROAD. TURN RIGHT HEADING EAST FOR
 DU0654'0.55 MI (0.89 KM) TO A FIELD ON THE LEFT. THERE IS A DIRT ROAD LEADING
 DU0654'TO A HILL OF ROCK OUTCROPS. STATION IS ABOUT 600 FT (182.9 M) FROM
 DU0654'ROAD AND IS BETWEEN TWO TREES.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RAH)
 DU0654'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF MESA, 2.5
 DU0654'MI (4.0 KM) EAST SOUTHEAST OF FALCON FIELD AND 0.2 MI (0.3 KM) SOUTH
 DU0654'OF MCKELLIPS ROAD, JUST NORTHWEST OF FALCON HILL ELEMENTARY SCHOOL ON
 DU0654'THE WEST END OF A LOW RIDGE AND THE TOE OF A HILL. TO REACH THE
 DU0654'STATION FROM THE JUNCTION OF U.S. HIGHWAY 60, STATE HIGHWAY 360 AND
 DU0654'POWER ROAD, GO NORTH ON POWER ROAD FOR 4.3 MI (6.9 KM) TO JENSEN ROAD.
 DU0654'TURN RIGHT ON JENSEN ROAD FOR 0.5 MI (0.8 KM) EAST TO A TRACK ROAD
 DU0654'JUST PAST A BLOCK WALL AROUND A HOUSING DEVELOPMENT, AND RUNNING
 DU0654'NORTHEAST FROM A LOW GRASSY AREA ON THE LEFT.  FOLLOW TRACK ROAD
 DU0654'NORTHEAST TO WEST TOE OF A HILL AND STATION ON THE RIGHT BETWEEN TWO
 DU0654'PALO VERDE TREES. DESCRIBED AND RECOVERED BY RALPH A. HARRELL, CHIEF
 DU0654'OF NOS PARTY.
 DU0654
 DU0654                          STATION RECOVERY (1996)
 DU0654
 DU0654'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 DU0654'RECOVERED AS DESCRIBED.  UPDATES TO THE DESCRIPTION FOLLOW TO REACH
 DU0654'THE STATION FROM THE JUNCTION OF US HIGHWAY 60 (MAIN STREET) AND STATE
 DU0654'HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO EAST ON US HIGHWAY 60 FOR
 DU0654'14.4 KM (8.95 MI) TO POWER ROAD (EXIT 189 ON US HIGHWAY 60) .  PROCEED
 DU0654'NORTH ON POWER ROAD FOR 4.0 KM (2.50 MI) PAST MAIN STREET TO JENSEN
 DU0654'ROAD.  TURN RIGHT ON AND GO EAST ON JENSEN ROAD FOR 0.88 KM (0.55 MI)
 DU0654'TO A SMALL PARK ON THE NORTH SIDE OF THE ROAD AND THE STATION
 DU0654'APPROXIMATELY 182.9 M (600.1 FT) FROM THE ROAD, ON THE SOUTH SIDE OF A
 DU0654'ROCK HILL THE STATION IS LOCATED 26.1 M (85.6 FT) SOUTH-SOUTHWEST FROM
 DU0654'A PARK SIGN
 DU0654
 DU0654                          STATION RECOVERY (1998)
 DU0654
 DU0654'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0654'RECOVERED AS DESCRIBED.
 DU0654
 DU0654                          STATION RECOVERY (1998)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU0654'THE STATION IS LOCATED IN THE EAST SECTION OF MESA, AT THE CITY OF
 DU0654'MESA, FALCON HILL PARK LOCATED ON JENSEN STREET, 0.96 KM (0.60 MI)
 DU0654'EAST OF ITS JUNCTION WITH POWER ROAD, IN ROCK OUTCROP AT THE WEST BASE
 DU0654'OF A HILL ON THE EAST SIDE OF THE PARK.  OWNERSHIP--CITY OF MESA.  TO
 DU0654'REACH THE STATION FROM THE EXIT RAMP AT THE JUNCTION OF U.S. STATE
 DU0654'HIGHWAY 60 (EXIT 188) AND POWER ROAD IN MESA, GO NORTH ON POWER ROAD
 DU0654'FOR 6.96 KM (4.30 MI) TO THE JUNCTION OF JENSEN STREET ON THE RIGHT,
 DU0654'TURN RIGHT, EAST ON JENSEN STREET AND GO 0.96 KM (0.60 MI) TO THE EAST
 DU0654'SIDE OF FALCON HILL PARK ON THE LEFT AND A HOUSE NUMBERED 7231 ON THE
 DU0654'RIGHT.  TURN LEFT, NORTH ON A NARROW TRAIL ROAD BETWEEN THE LANDSCAPED
 DU0654'AREA AROUND THE PARK AND GO 0.08 KM (0.05 MI) TO THE STATION ON THE
 DU0654'RIGHT.  THE STATION IS A US COAST AND GEODETIC SURVEY BENCH MARK DISK
 DU0654'SET IN A DRILL HOLE IN A 0.55 M (1.80 FT) BY 0.40 M (1.31 FT) ROCK
 DU0654'OUTCROP AT THE BASE OF THE HILL, DIRECTLY EAST AND ACROSS THE GRASSY
 DU0654'AREA OF THE PARK FROM A VOLLEYBALL NET IN THE CENTER OF THE PARK.  IT
 DU0654'IS 42.05 M (137.96 FT) NORTH-NORTHEAST OF LIGHT POLE NUMBER 24, 29.6 M
 DU0654'(97.1 FT) SOUTH-SOUTHEAST OF LIGHT POLE NUMBER 29, 26.7 M (87.6 FT)
 DU0654'SOUTH OF THE SOUTH LEG OF A PARK RULES AND REGULATION SIGN, 17.83 M
 DU0654'(58.50 FT) EAST-SOUTHEAST OF LIGHT POLE NUMBER 28, 10.21 M (33.50 FT)
 DU0654'EAST-SOUTHEAST OF THE EAST CONCRETE CURBING AROUND THE PARK AND 10.05
 DU0654'M (32.97 FT) NORTHEAST OF A SMALL 6-FT TALL SAGUARO CACTUS.
 DU0654
 DU0654                          STATION RECOVERY (2000)
 DU0654
 DU0654'RECOVERY NOTE BY MARICOPA CO DOT 2000 (KRH)
 DU0654'RECOVERED AS DESCRIBED.
 DU0654
 DU0654                          STATION RECOVERY (2006)
 DU0654
 DU0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0020 ***********************************************************************
 DA0020  DESIGNATION -  A 366
 DA0020  PID         -  DA0020
 DA0020  STATE/COUNTY-  AZ/MARICOPA
 DA0020  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DA0020
 DA0020                         *CURRENT SURVEY CONTROL
 DA0020  ___________________________________________________________________
 DA0020* NAD 83(1992)-  33 00 04.20936(N)    112 25 30.42997(W)     ADJUSTED  
 DA0020* NAVD 88     -       469.453  (meters)    1540.20   (feet)  ADJUSTED  
 DA0020  ___________________________________________________________________
 DA0020  X           -  -2,042,715.313 (meters)                     COMP
 DA0020  Y           -  -4,949,838.232 (meters)                     COMP
 DA0020  Z           -   3,454,306.359 (meters)                     COMP
 DA0020  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DA0020  ELLIP HEIGHT-         438.74  (meters)          (01/27/00) GPS OBS
 DA0020  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0020  DYNAMIC HT  -         468.882 (meters)    1538.32  (feet)  COMP
 DA0020  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 DA0020
 DA0020  HORZ ORDER  -  A
 DA0020  VERT ORDER  -  FIRST     CLASS II
 DA0020  ELLP ORDER  -  FIRST     CLASS I
 DA0020
 DA0020.The horizontal coordinates were established by GPS observations
 DA0020.and adjusted by the National Geodetic Survey in January 2000..
 DA0020
 DA0020.The orthometric height was determined by differential leveling
 DA0020.and adjusted by the National Geodetic Survey in June 1991..
 DA0020
 DA0020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0020
 DA0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0020
 DA0020.The ellipsoidal height was determined by GPS observations
 DA0020.and is referenced to NAD 83.
 DA0020
 DA0020.The geoid height was determined by GEOID03.
 DA0020
 DA0020.The dynamic height is computed by dividing the NAVD 88
 DA0020.geopotential number by the normal gravity value computed on the
 DA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0020.degrees latitude (g = 980.6199 gals.).
 DA0020
 DA0020.The modeled gravity was interpolated from observed gravity values.
 DA0020
 DA0020;                    North         East     Units Scale Factor Converg.
 DA0020;SPC AZ C     -   221,996.028   165,848.577   MT  0.99992782   -0 16 37.0
 DA0020;SPC AZ C     -   728,333.43    544,122.63   iFT  0.99992782   -0 16 37.0
 DA0020;UTM  12      - 3,652,318.472   366,867.408   MT  0.99981854   -0 46 34.7
 DA0020
 DA0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0020!SPC AZ C     -   0.99993112  x   0.99992782  =   0.99985895
 DA0020!UTM  12      -   0.99993112  x   0.99981854  =   0.99974967
 DA0020
 DA0020                          SUPERSEDED SURVEY CONTROL
 DA0020
 DA0020  NAVD 88 (01/27/00)  469.45   (m)         1540.2    (f) LEVELING    3  
 DA0020
 DA0020.Superseded values are not recommended for survey control.
 DA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0020.See file dsdata.txt to determine how the superseded data were derived.
 DA0020
 DA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6686752318(NAD 83)
 DA0020_MARKER: DB = BENCH MARK DISK
 DA0020_SETTING: 66 = SET IN ROCK OUTCROP
 DA0020_SP_SET: ROCK OUTCROP
 DA0020_STAMPING: A 366 1967
 DA0020_MARK LOGO: CGS   
 DA0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0020+STABILITY: POSITION/ELEVATION WELL
 DA0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0020+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DA0020
 DA0020  HISTORY     - Date     Condition        Report By
 DA0020  HISTORY     - 1967     MONUMENTED       CGS
 DA0020  HISTORY     - 1980     GOOD             NGS
 DA0020  HISTORY     - 1980     GOOD             NGS
 DA0020  HISTORY     - 19950425 GOOD             USPSQD
 DA0020  HISTORY     - 19981130 SEE DESCRIPTION  AZ-013
 DA0020  HISTORY     - 20000426 GOOD             MCDOT
 DA0020  HISTORY     - 20010305 GOOD             INDIV
 DA0020  HISTORY     - 20020910 GOOD             MCDOT
 DA0020
 DA0020                          STATION DESCRIPTION
 DA0020
 DA0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0020'10.0 MI W FROM MOBILE.
 DA0020'9.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0020'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.25 MILE NORTHWEST,
 DA0020'CROSS-COUNTRY, TO THE BASE OF A SMALL HILL, 157 YARDS NORTHWEST OF
 DA0020'BENCH MARK Z 362, 66 FEET WEST OF THE CENTER OF A SMALL WASH, 44 FEET
 DA0020'SOUTHEAST OF THE CREST OF THE HILL AND SET IN THE TOP OF A 3- X 6-FOOT
 DA0020'ROCK OUTCROP PROJECTING 1 1/2 FEET.
 DA0020
 DA0020                          STATION RECOVERY (1980)
 DA0020
 DA0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1980)
 DA0020
 DA0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1995)
 DA0020
 DA0020'RECOVERY NOTE BY US POWER SQUADRON 1995
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1998)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA0020'STATION IS APPROXIMATELY 16 MI (25.7 KM) EAST NORTHEAST OF GILA BEND.
 DA0020'OWNERSHIP UNKNOWN.  RECOVERED AS DESCRIBED.
 DA0020
 DA0020                          STATION RECOVERY (2000)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0020'RECOVERED AS DESCRIBED.
 DA0020
 DA0020                          STATION RECOVERY (2001)
 DA0020
 DA0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (EBA)
 DA0020'IN GILA BEND, AZ, FROM THE INTERSECTION OF STATE HIGHWAY 85 AND
 DA0020'MARICOPA COUNTY ROAD 238, GO EASTERLY ON COUNTY ROAD 238 16.8 MILES TO
 DA0020'A DIRT ROAD LEFT (NORTH). GO WEST-NORTHWEST THROUGH SCRUB BRUSH 1/4
 DA0020'MILE TO BASE OF FIRST HILL IN VICINITY. MARK IS IN ROCK, 'BM' IS
 DA0020'PAINTED IN WHITE ON ROCK FACE ABOVE. 4 WHEEL DRIVE ONLY TO MARK.
 DA0020
 DA0020                          STATION RECOVERY (2002)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DA0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1088 ***********************************************************************
 DU1088  DESIGNATION -  A 367
 DU1088  PID         -  DU1088
 DU1088  STATE/COUNTY-  AZ/MARICOPA
 DU1088  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1088
 DU1088                         *CURRENT SURVEY CONTROL
 DU1088  ___________________________________________________________________
 DU1088* NAD 83(1986)-  33 31 53.     (N)    111 53 32.     (W)     SCALED    
 DU1088* NAVD 88     -       391.469  (meters)    1284.34   (feet)  READJUSTED
 DU1088  ___________________________________________________________________
 DU1088  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1088  DYNAMIC HT  -         391.010 (meters)    1282.84  (feet)  COMP
 DU1088  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 DU1088
 DU1088  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1088
 DU1088.The horizontal coordinates were scaled from a topographic map and have
 DU1088.an estimated accuracy of +/- 6 seconds.
 DU1088
 DU1088.The orthometric height was determined by differential leveling
 DU1088.and adjusted by the National Geodetic Survey in July 2002..
 DU1088.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1088.distribution rate of 0.0 thru 1.0 mm/km.
 DU1088.The height was derived from older observations constrained to new
 DU1088.heights in a crustal motion area.  The height is approximate in
 DU1088.relation to other heights in its vicinity.
 DU1088
 DU1088.The geoid height was determined by GEOID03.
 DU1088
 DU1088.The dynamic height is computed by dividing the NAVD 88
 DU1088.geopotential number by the normal gravity value computed on the
 DU1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1088.degrees latitude (g = 980.6199 gals.).
 DU1088
 DU1088.The modeled gravity was interpolated from observed gravity values.
 DU1088
 DU1088;                    North         East    Units  Estimated Accuracy
 DU1088;SPC AZ C     -   280,680.      215,630.      MT  (+/- 180 meters Scaled)
 DU1088
 DU1088                          SUPERSEDED SURVEY CONTROL
 DU1088
 DU1088  NAVD 88 (04/19/99)  391.450  (m)         1284.28   (f) UNKNOWN     1 2
 DU1088  NAVD 88 (06/15/91)  391.470  (m)         1284.35   (f) UNKNOWN     1 2
 DU1088  NGVD 29 (??/??/92)  390.996  (m)         1282.79   (f) ADJ UNCH    1 2
 DU1088
 DU1088.Superseded values are not recommended for survey control.
 DU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1088.See file dsdata.txt to determine how the superseded data were derived.
 DU1088
 DU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC171105(NAD 83)
 DU1088_MARKER: DB = BENCH MARK DISK
 DU1088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1088_SP_SET: 15 FT.
 DU1088_STAMPING: A 367 1967
 DU1088_MARK LOGO: CGS   
 DU1088_PROJECTION: FLUSH
 DU1088_MAGNETIC: I = MARKER IS A STEEL ROD
 DU1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1088+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 DU1088_ROD/PIPE-DEPTH: 4.5  meters
 DU1088
 DU1088  HISTORY     - Date     Condition        Report By
 DU1088  HISTORY     - 1967     MONUMENTED       CGS
 DU1088  HISTORY     - 1981     GOOD             NGS
 DU1088  HISTORY     - 19980321 GOOD             USPSQD
 DU1088  HISTORY     - 19990301 GOOD             NGS
 DU1088
 DU1088                          STATION DESCRIPTION
 DU1088
 DU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1088'5.35 MI NE FROM SCOTTSDALE.
 DU1088'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1088'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 2.25
 DU1088'MILES NORTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF
 DU1088'THE ARIZONA CANAL, IN SECTION 12, T 2 N, R 5 E, 18 1/2 FEET SOUTH OF
 DU1088'THE CENTER LINE OF THE DIRT ROAD, 43 1/2 FEET NORTHEAST OF A CONCRETE
 DU1088'BLOCK WALL, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FOOTBRIDGE
 DU1088'OVER THE ARIZONA CANAL, 3.3 FEET SOUTH OF THE NORTHWEST FENCE CORNER
 DU1088'OF A CHAIN LINK FENCE WHICH ENCLOSES AN IRRIGATION WELL, 1 FOOT WEST
 DU1088'OF THE CHAIN LINK FENCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 DU1088'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DU1088'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED
 DU1088'IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 DU1088
 DU1088                          STATION RECOVERY (1981)
 DU1088
 DU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1088'1.9 KILOMETERS (1.2 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1088'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, MARK IS SET AT THE NORTH
 DU1088'CORNER OF AN 8-FT. CHAIN LINK FENCE AROUND A SALT RIVER IRRIGATION
 DU1088'WELL PUMP, 5.8 METERS (19.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU1088'SOUTH CANAL ROAD, 25.9 METERS (85.0 FEET) WEST OF THE CENTERLINE OF
 DU1088'PIMA ROAD, 17.7 METERS (58.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 DU1088'OF A FOOTBRIDGE OVER THE ARIZONA CANAL, 6.1 METERS (20.0 FEET)
 DU1088'NORTHEAST OF THE CENTER OF THE ENTRANCE GATES TO THE WELL AND 1.0
 DU1088'METER (3.3 FEET) SOUTHWEST OF THE FENCE CORNER.
 DU1088'THE MARK IS 1 M BELOW CANAL ROAD.
 DU1088
 DU1088                          STATION RECOVERY (1998)
 DU1088
 DU1088'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1088'RECOVERED IN GOOD CONDITION.
 DU1088
 DU1088                          STATION RECOVERY (1999)
 DU1088
 DU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1088'0.5 KM (0.30 MI) WESTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1088'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG HAYDEN ROAD,
 DU1088'THENCE 1.6 KM (1.00 MI) EASTERLY ALONG A DIRT ROAD ALONG THE SOUTH
 DU1088'SIDE OF THE ARIZONA CANAL, 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF
 DU1088'PIMA ROAD, 5.9 M (19.4 FT) NORTHEAST OF THE CENTER OF A GATE IN A
 DU1088'CHAIN-LINK FENCE ENCLOSING AN IRRIGATION PUMP, 5.0 M (16.4 FT)
 DU1088'SOUTHWEST OF THE ROAD CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DU1088'ROAD, 0.2 M (0.7 FT) WEST OF THE FENCE, AND 0.1 M (0.3 FT) SOUTHEAST
 DU1088'OF THE SOUTHEAST CORNER OF A RETAINING WALL.  NOTE--THE DISK IS
 DU1088'ENCASED IN A 5-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE
 DU1088'MONUMENT IS ON PROPERTY OWNED BY THE SALT RIVER PROJECT, 1505 NORTH
 DU1088'PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER (602) 319-2495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0454 ***********************************************************************
 DA0454  DESIGNATION -  A 37
 DA0454  PID         -  DA0454
 DA0454  STATE/COUNTY-  AZ/PIMA
 DA0454  USGS QUAD   -  HOTASON VO (1990)
 DA0454
 DA0454                         *CURRENT SURVEY CONTROL
 DA0454  ___________________________________________________________________
 DA0454* NAD 83(1986)-  32 12 17.     (N)    112 33 19.     (W)     SCALED    
 DA0454* NAVD 88     -       663.86   (+/-2cm)    2178.0    (feet)  VERTCON   
 DA0454  ___________________________________________________________________
 DA0454  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0454
 DA0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0454
 DA0454.The horizontal coordinates were scaled from a topographic map and have
 DA0454.an estimated accuracy of +/- 6 seconds.
 DA0454
 DA0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0454.The vertical order pertains to the NGVD 29 superseded value.
 DA0454
 DA0454.The geoid height was determined by GEOID03.
 DA0454
 DA0454;                    North         East    Units  Estimated Accuracy
 DA0454;SPC AZ C     -   133,750.      153,160.      MT  (+/- 180 meters Scaled)
 DA0454
 DA0454                          SUPERSEDED SURVEY CONTROL
 DA0454
 DA0454  NGVD 29 (??/??/92)  663.128  (m)         2175.61   (f) ADJ UNCH    2 0
 DA0454
 DA0454.Superseded values are not recommended for survey control.
 DA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0454.See file dsdata.txt to determine how the superseded data were derived.
 DA0454
 DA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA534641(NAD 83)
 DA0454_MARKER: DB = BENCH MARK DISK
 DA0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0454_STAMPING: 2175.852 A 37 1933
 DA0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0454+STABILITY: SURFACE MOTION
 DA0454
 DA0454  HISTORY     - Date     Condition        Report By
 DA0454  HISTORY     - 1933     MONUMENTED       CGS
 DA0454  HISTORY     - 1934     GOOD             NGS
 DA0454  HISTORY     - 19970306 GOOD             USPSQD
 DA0454
 DA0454                          STATION DESCRIPTION
 DA0454
 DA0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0454'23.6 MI SE FROM AJO.
 DA0454'23.6 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON CORNELIA
 DA0454'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0454'AJO-TUCSON HIGHWAY, 50 FEET WEST OF THE WEST END OF A WIDE DITCH
 DA0454'PARALLELING THE HIGHWAY, AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 DA0454'HIGHWAY.  A STANDARD DISK, STAMPED 2175.852 A 37 1933 AND SET IN THE
 DA0454'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DA0454
 DA0454                          STATION RECOVERY (1997)
 DA0454
 DA0454'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1525 ***********************************************************************
 GR1525  DESIGNATION -  A 37
 GR1525  PID         -  GR1525
 GR1525  STATE/COUNTY-  AZ/MOHAVE
 GR1525  USGS QUAD   -  THE TEMPLE (1983)
 GR1525
 GR1525                         *CURRENT SURVEY CONTROL
 GR1525  ___________________________________________________________________
 GR1525* NAD 83(1992)-  36 03 25.23998(N)    114 20 00.80892(W)     ADJUSTED  
 GR1525* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1525  ___________________________________________________________________
 GR1525  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 GR1525  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1525
 GR1525  HORZ ORDER  -  THIRD
 GR1525
 GR1525.The horizontal coordinates were established by classical geodetic methods
 GR1525.and adjusted by the National Geodetic Survey in August 1993..
 GR1525
 GR1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1525
 GR1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1525
 GR1525.The geoid height was determined by GEOID03.
 GR1525
 GR1525;                    North         East     Units Scale Factor Converg.
 GR1525;SPC AZ W     -   561,014.470   160,785.376   MT  0.99996738   -0 20 36.5
 GR1525;SPC AZ W     - 1,840,598.65    527,511.08   iFT  0.99996738   -0 20 36.5
 GR1525;SPC NV E     - 8,145,718.618   312,594.696   MT  1.00005616   +0 44 08.5
 GR1525;SPC NV E     -26,724,745.17  1,025,571.10   sFT  1.00005616   +0 44 08.5
 GR1525;UTM  11      - 3,993,562.641   740,173.838   MT  1.00031082   +1 34 12.7
 GR1525
 GR1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1525!SPC AZ W     -   0.99994698  x   0.99996738  =   0.99991437
 GR1525!SPC NV E     -   0.99994698  x   1.00005616  =   1.00000314
 GR1525!UTM  11      -   0.99994698  x   1.00031082  =   1.00025779
 GR1525
 GR1525                          SUPERSEDED SURVEY CONTROL
 GR1525
 GR1525  NAD 83(1986)-  36 03 25.23078(N)    114 20 00.80291(W) AD(       ) 3
 GR1525  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1525
 GR1525.Superseded values are not recommended for survey control.
 GR1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1525.See file dsdata.txt to determine how the superseded data were derived.
 GR1525
 GR1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4017493563(NAD 83)
 GR1525_MARKER: DS = TRIANGULATION STATION DISK
 GR1525_SETTING: 80 = SET IN A BOULDER
 GR1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1525+STABILITY: SURFACE MOTION
 GR1525
 GR1525  HISTORY     - Date     Condition        Report By
 GR1525  HISTORY     - 1948     MONUMENTED       USGS
 GR1525
 GR1525                          STATION DESCRIPTION
 GR1525
 GR1525'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1525'NOT OCCUPIED.
 GR1525'
 GR1525'LOCATED ABOUT 3.6 MI W. OF THE TEMPLE.  ON SMALL TOP ABOUT 1200
 GR1525'FT. E. OF MAIN SHORE, ABOUT LEVEL WITH HIGH WATER MARK.
 GR1525'
 GR1525'STATION MARK--STANDARD TABLET STAMPED---A37 1948---, CEMENTED IN
 GR1525'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0626 ***********************************************************************
 CG0626  DESIGNATION -  A 38
 CG0626  PID         -  CG0626
 CG0626  STATE/COUNTY-  AZ/PIMA
 CG0626  USGS QUAD   -  SELLS WEST (1982)
 CG0626
 CG0626                         *CURRENT SURVEY CONTROL
 CG0626  ___________________________________________________________________
 CG0626* NAD 83(1986)-  31 58 07.     (N)    111 55 09.     (W)     SCALED    
 CG0626* NAVD 88     -       740.89   (+/-2cm)    2430.7    (feet)  VERTCON   
 CG0626  ___________________________________________________________________
 CG0626  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0626
 CG0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0626
 CG0626.The horizontal coordinates were scaled from a topographic map and have
 CG0626.an estimated accuracy of +/- 6 seconds.
 CG0626
 CG0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0626.The vertical order pertains to the NGVD 29 superseded value.
 CG0626
 CG0626.The geoid height was determined by GEOID03.
 CG0626
 CG0626;                    North         East    Units  Estimated Accuracy
 CG0626;SPC AZ C     -   107,390.      213,120.      MT  (+/- 180 meters Scaled)
 CG0626
 CG0626                          SUPERSEDED SURVEY CONTROL
 CG0626
 CG0626  NGVD 29 (??/??/92)  740.190  (m)         2428.44   (f) ADJ UNCH    2 0
 CG0626
 CG0626.Superseded values are not recommended for survey control.
 CG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0626.See file dsdata.txt to determine how the superseded data were derived.
 CG0626
 CG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA131373(NAD 83)
 CG0626_MARKER: DB = BENCH MARK DISK
 CG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0626_STAMPING: 2428.568 A 38 1933
 CG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0626+STABILITY: SURFACE MOTION
 CG0626
 CG0626  HISTORY     - Date     Condition        Report By
 CG0626  HISTORY     - 1933     MONUMENTED       CGS
 CG0626  HISTORY     - 1934     GOOD             NGS
 CG0626  HISTORY     - 1977     GOOD             USGS
 CG0626  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG0626
 CG0626                          STATION DESCRIPTION
 CG0626
 CG0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0626'4.6 MI NW FROM SELLS.
 CG0626'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0626'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 87 FEET NORTHWEST
 CG0626'OF A CORNER POLE WITH A GUY WIRE, NEAR THE JUNCTION OF A DIRT ROAD
 CG0626'LEADING WEST, 72 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 CG0626'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 2428.568 A 38
 CG0626'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 CG0626'GROUND.
 CG0626
 CG0626                          STATION RECOVERY (1977)
 CG0626
 CG0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0626'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0626'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, NEAR THE JUNCTION
 CG0626'OF A DIRT ROAD LEADING WEST, 72 FEET NORTHEAST OF THE CENTERLINE OF
 CG0626'THE HIGHWAY. A STANDARD DISK, STAMPED 2428.568 A 38 1933 AND SET IN
 CG0626'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CG0626
 CG0626                          STATION RECOVERY (1999)
 CG0626
 CG0626'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1526 ***********************************************************************
 GR1526  DESIGNATION -  A 38
 GR1526  PID         -  GR1526
 GR1526  STATE/COUNTY-  AZ/MOHAVE
 GR1526  USGS QUAD   -  THE TEMPLE (1983)
 GR1526
 GR1526                         *CURRENT SURVEY CONTROL
 GR1526  ___________________________________________________________________
 GR1526* NAD 83(1992)-  36 00 58.85422(N)    114 17 32.29851(W)     ADJUSTED  
 GR1526* NAVD 88     -       545.7    (meters)    1790.     (feet)  VERTCON   
 GR1526  ___________________________________________________________________
 GR1526  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GR1526  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR1526
 GR1526  HORZ ORDER  -  THIRD
 GR1526
 GR1526.The horizontal coordinates were established by classical geodetic methods
 GR1526.and adjusted by the National Geodetic Survey in August 1993..
 GR1526
 GR1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1526
 GR1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1526
 GR1526.The geoid height was determined by GEOID03.
 GR1526
 GR1526;                    North         East     Units Scale Factor Converg.
 GR1526;SPC AZ W     -   556,481.292   164,476.894   MT  0.99996277   -0 19 08.0
 GR1526;SPC AZ W     - 1,825,726.02    539,622.36   iFT  0.99996277   -0 19 08.0
 GR1526;SPC NV E     - 8,141,255.306   316,371.260   MT  1.00006681   +0 45 33.2
 GR1526;SPC NV E     -26,710,101.78  1,037,961.38   sFT  1.00006681   +0 45 33.2
 GR1526;UTM  11      - 3,989,153.630   744,015.979   MT  1.00033375   +1 35 34.6
 GR1526
 GR1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1526!SPC AZ W     -   0.99991873  x   0.99996277  =   0.99988150
 GR1526!SPC NV E     -   0.99991873  x   1.00006681  =   0.99998553
 GR1526!UTM  11      -   0.99991873  x   1.00033375  =   1.00025245
 GR1526
 GR1526:                Primary Azimuth Mark                     Grid Az
 GR1526:SPC AZ W     -  A 36                                     310 56 28.2
 GR1526:SPC NV E     -  A 36                                     309 51 47.0
 GR1526:UTM  11      -  A 36                                     309 01 45.6
 GR1526
 GR1526|---------------------------------------------------------------------|
 GR1526| PID    Reference Object                     Distance      Geod. Az  |
 GR1526|                                                           dddmmss.s |
 GR1526| GR1524 A 36                                APPROX. 5.0 KM 3103720.2 |
 GR1526|---------------------------------------------------------------------|
 GR1526
 GR1526                          SUPERSEDED SURVEY CONTROL
 GR1526
 GR1526  NAD 83(1986)-  36 00 58.84670(N)    114 17 32.29333(W) AD(       ) 3
 GR1526  NGVD 29 (06/27/88)  545.0    (m)         1788.     (f) VERT ANG       
 GR1526
 GR1526.Superseded values are not recommended for survey control.
 GR1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1526.See file dsdata.txt to determine how the superseded data were derived.
 GR1526
 GR1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4401689154(NAD 83)
 GR1526_MARKER: DS = TRIANGULATION STATION DISK
 GR1526_SETTING: 80 = SET IN A BOULDER
 GR1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1526+STABILITY: SURFACE MOTION
 GR1526
 GR1526  HISTORY     - Date     Condition        Report By
 GR1526  HISTORY     - 1948     MONUMENTED       USGS
 GR1526
 GR1526                          STATION DESCRIPTION
 GR1526
 GR1526'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1526'LOCATED ABOUT 2.5 MI SW. OF THE TEMPLE.  ON MOST SOUTHWESTERLY TOP
 GR1526'OF TWO LIGHT-COLORED TOPS ABOUT 1000 FT. APART, ABOUT 500 FT.
 GR1526'ABOVE HIGH WATER MARK.
 GR1526'
 GR1526'TO REACH NOT GIVEN.
 GR1526'
 GR1526'STATION MARK--STANDARD TABLET STAMPED---A38 1948---, CEMENTED IN
 GR1526'TOP OF BOULDER IN PLACE.
 GR1526'
 GR1526'RMS--NONE SET.
 GR1526'
 GR1526'NOTE--FAIRCHILD STATION DESIGNATED AS F144, 55.85 FT. NW. OF
 GR1526'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0196 ***********************************************************************
 FR0196  DESIGNATION -  A 385
 FR0196  PID         -  FR0196
 FR0196  STATE/COUNTY-  AZ/YAVAPAI
 FR0196  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0196
 FR0196                         *CURRENT SURVEY CONTROL
 FR0196  ___________________________________________________________________
 FR0196* NAD 83(1986)-  35 19 42.     (N)    112 53 15.     (W)     SCALED    
 FR0196* NAVD 88     -      1598.311  (meters)    5243.79   (feet)  ADJUSTED  
 FR0196  ___________________________________________________________________
 FR0196  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0196  DYNAMIC HT  -        1596.221 (meters)    5236.94  (feet)  COMP
 FR0196  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 FR0196
 FR0196  VERT ORDER  -  FIRST     CLASS II
 FR0196
 FR0196.The horizontal coordinates were scaled from a topographic map and have
 FR0196.an estimated accuracy of +/- 6 seconds.
 FR0196
 FR0196.The orthometric height was determined by differential leveling
 FR0196.and adjusted by the National Geodetic Survey in June 1991..
 FR0196
 FR0196.The geoid height was determined by GEOID03.
 FR0196
 FR0196.The dynamic height is computed by dividing the NAVD 88
 FR0196.geopotential number by the normal gravity value computed on the
 FR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0196.degrees latitude (g = 980.6199 gals.).
 FR0196
 FR0196.The modeled gravity was interpolated from observed gravity values.
 FR0196
 FR0196;                    North         East    Units  Estimated Accuracy
 FR0196;SPC AZ C     -   480,430.      125,100.      MT  (+/- 180 meters Scaled)
 FR0196
 FR0196                          SUPERSEDED SURVEY CONTROL
 FR0196
 FR0196  NGVD 29 (??/??/92) 1597.444  (m)         5240.95   (f) ADJ UNCH    1 2
 FR0196
 FR0196.Superseded values are not recommended for survey control.
 FR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0196.See file dsdata.txt to determine how the superseded data were derived.
 FR0196
 FR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE284110(NAD 83)
 FR0196_MARKER: DB = BENCH MARK DISK
 FR0196_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0196_STAMPING: A 385 1968
 FR0196_MARK LOGO: CGS   
 FR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0196+STABILITY: SURFACE MOTION
 FR0196
 FR0196  HISTORY     - Date     Condition        Report By
 FR0196  HISTORY     - 1968     MONUMENTED       CGS
 FR0196  HISTORY     - 1982     GOOD             NGS
 FR0196
 FR0196                          STATION DESCRIPTION
 FR0196
 FR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0196'0.65 MI W FROM SELIGMAN.
 FR0196'0.65 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0196'THE STATION AT SELIGMAN, 0.5 MILE EAST OF A BRIDGE OVER CHINO WASH, IN
 FR0196'THE TOP OF THE EAST SIDE OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 FR0196'STEEL LEG OF AN OVERHEAD SIGNAL LIGHT TOWER, 9.7 FEET NORTH OF THE
 FR0196'NORTH RAIL OF THE NORTH TRACK, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK
 FR0196'AND 2 FEET ABOVE THE GROUND.
 FR0196
 FR0196                          STATION RECOVERY (1982)
 FR0196
 FR0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0299 ***********************************************************************
 FR0299  DESIGNATION -  A 386
 FR0299  PID         -  FR0299
 FR0299  STATE/COUNTY-  AZ/COCONINO
 FR0299  USGS QUAD   -  BIG BUD TANK (1981)
 FR0299
 FR0299                         *CURRENT SURVEY CONTROL
 FR0299  ___________________________________________________________________
 FR0299* NAD 83(1986)-  35 30 19.     (N)    112 51 31.     (W)     SCALED    
 FR0299* NAVD 88     -      1770.907  (meters)    5810.05   (feet)  POSTED    
 FR0299  ___________________________________________________________________
 FR0299  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 FR0299  DYNAMIC HT  -        1768.470 (meters)    5802.06  (feet)  COMP
 FR0299  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 FR0299
 FR0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0299
 FR0299.The horizontal coordinates were scaled from a topographic map and have
 FR0299.an estimated accuracy of +/- 6 seconds.
 FR0299
 FR0299.The orthometric height was determined by differential leveling
 FR0299.and adjusted by the National Geodetic Survey in 1992..
 FR0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0299.rate of 0.0 thru 1.0 mm/km.
 FR0299
 FR0299.The geoid height was determined by GEOID03.
 FR0299
 FR0299.The dynamic height is computed by dividing the NAVD 88
 FR0299.geopotential number by the normal gravity value computed on the
 FR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0299.degrees latitude (g = 980.6199 gals.).
 FR0299
 FR0299.The modeled gravity was interpolated from observed gravity values.
 FR0299
 FR0299;                    North         East    Units  Estimated Accuracy
 FR0299;SPC AZ C     -   500,040.      127,910.      MT  (+/- 180 meters Scaled)
 FR0299
 FR0299                          SUPERSEDED SURVEY CONTROL
 FR0299
 FR0299  NGVD 29 (??/??/92) 1769.913  (m)         5806.79   (f) ADJ UNCH    2 0
 FR0299
 FR0299.Superseded values are not recommended for survey control.
 FR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0299.See file dsdata.txt to determine how the superseded data were derived.
 FR0299
 FR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE314306(NAD 83)
 FR0299_MARKER: DB = BENCH MARK DISK
 FR0299_SETTING: 66 = SET IN ROCK OUTCROP
 FR0299_SP_SET: LAVA OUTCROP
 FR0299_STAMPING: A 386 1968
 FR0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0299+STABILITY: POSITION/ELEVATION WELL
 FR0299
 FR0299  HISTORY     - Date     Condition        Report By
 FR0299  HISTORY     - 1968     MONUMENTED       CGS
 FR0299
 FR0299                          STATION DESCRIPTION
 FR0299
 FR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0299'15.25 MI N FROM SELIGMAN.
 FR0299'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0299'THE STATION AT SELIGMAN, THENCE 14.2 MILES NORTH ALONG A DIRT ROAD, IN
 FR0299'THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 FR0299'GROUND, 113 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF
 FR0299'A LARGE JUNIPER TREE WHICH IS IN THE OUTCROP, 2.0 FEET SOUTH OF A
 FR0299'WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0324 ***********************************************************************
 FR0324  DESIGNATION -  A 387
 FR0324  PID         -  FR0324
 FR0324  STATE/COUNTY-  AZ/COCONINO
 FR0324  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0324
 FR0324                         *CURRENT SURVEY CONTROL
 FR0324  ___________________________________________________________________
 FR0324* NAD 83(1986)-  35 40 46.     (N)    112 47 09.     (W)     SCALED    
 FR0324* NAVD 88     -      1923.364  (meters)    6310.24   (feet)  POSTED    
 FR0324  ___________________________________________________________________
 FR0324  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FR0324  DYNAMIC HT  -        1920.830 (meters)    6301.92  (feet)  COMP
 FR0324  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 FR0324
 FR0324  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0324
 FR0324.The horizontal coordinates were scaled from a topographic map and have
 FR0324.an estimated accuracy of +/- 6 seconds.
 FR0324
 FR0324.The orthometric height was determined by differential leveling
 FR0324.and adjusted by the National Geodetic Survey in 1992..
 FR0324.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0324.rate of 0.0 thru 1.0 mm/km.
 FR0324
 FR0324.The geoid height was determined by GEOID03.
 FR0324
 FR0324.The dynamic height is computed by dividing the NAVD 88
 FR0324.geopotential number by the normal gravity value computed on the
 FR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0324.degrees latitude (g = 980.6199 gals.).
 FR0324
 FR0324.The modeled gravity was interpolated from observed gravity values.
 FR0324
 FR0324;                    North         East    Units  Estimated Accuracy
 FR0324;SPC AZ C     -   519,300.      134,680.      MT  (+/- 180 meters Scaled)
 FR0324
 FR0324                          SUPERSEDED SURVEY CONTROL
 FR0324
 FR0324  NGVD 29 (??/??/92) 1922.485  (m)         6307.35   (f) ADJ UNCH    2 0
 FR0324
 FR0324.Superseded values are not recommended for survey control.
 FR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0324.See file dsdata.txt to determine how the superseded data were derived.
 FR0324
 FR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE383498(NAD 83)
 FR0324_MARKER: DB = BENCH MARK DISK
 FR0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0324_SP_SET: FOUNDATION
 FR0324_STAMPING: A 387 1968
 FR0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0324
 FR0324  HISTORY     - Date     Condition        Report By
 FR0324  HISTORY     - 1968     MONUMENTED       CGS
 FR0324
 FR0324                          STATION DESCRIPTION
 FR0324
 FR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0324'33.75 MI N FROM SELIGMAN.
 FR0324'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0324'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0324'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES EAST
 FR0324'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK Z
 FR0324'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST STEEL LEG
 FR0324'OF TOWER 855, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2
 FR0324'1/2 FEET HIGHER THAN THE ROAD AND 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0341 ***********************************************************************
 FR0341  DESIGNATION -  A 388
 FR0341  PID         -  FR0341
 FR0341  STATE/COUNTY-  AZ/COCONINO
 FR0341  USGS QUAD   -  TIN HOUSE (1980)
 FR0341
 FR0341                         *CURRENT SURVEY CONTROL
 FR0341  ___________________________________________________________________
 FR0341* NAD 83(1986)-  35 43 10.     (N)    112 33 49.     (W)     SCALED    
 FR0341* NAVD 88     -      1693.481  (meters)    5556.03   (feet)  POSTED    
 FR0341  ___________________________________________________________________
 FR0341  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FR0341  DYNAMIC HT  -        1691.300 (meters)    5548.87  (feet)  COMP
 FR0341  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 FR0341
 FR0341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0341
 FR0341.The horizontal coordinates were scaled from a topographic map and have
 FR0341.an estimated accuracy of +/- 6 seconds.
 FR0341
 FR0341.The orthometric height was determined by differential leveling
 FR0341.and adjusted by the National Geodetic Survey in 1992..
 FR0341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0341.rate of 0.0 thru 1.0 mm/km.
 FR0341
 FR0341.The geoid height was determined by GEOID03.
 FR0341
 FR0341.The dynamic height is computed by dividing the NAVD 88
 FR0341.geopotential number by the normal gravity value computed on the
 FR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0341.degrees latitude (g = 980.6199 gals.).
 FR0341
 FR0341.The modeled gravity was interpolated from observed gravity values.
 FR0341
 FR0341;                    North         East    Units  Estimated Accuracy
 FR0341;SPC AZ C     -   523,580.      154,830.      MT  (+/- 180 meters Scaled)
 FR0341
 FR0341                          SUPERSEDED SURVEY CONTROL
 FR0341
 FR0341  NGVD 29 (??/??/92) 1692.641  (m)         5553.27   (f) ADJ UNCH    2 0
 FR0341
 FR0341.Superseded values are not recommended for survey control.
 FR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0341.See file dsdata.txt to determine how the superseded data were derived.
 FR0341
 FR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE585539(NAD 83)
 FR0341_MARKER: DB = BENCH MARK DISK
 FR0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0341_SP_SET: FOUNDATION
 FR0341_STAMPING: A 388 1968
 FR0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0341
 FR0341  HISTORY     - Date     Condition        Report By
 FR0341  HISTORY     - 1968     MONUMENTED       CGS
 FR0341
 FR0341                          STATION DESCRIPTION
 FR0341
 FR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0341'18.1 MI W FROM WILLAHA.
 FR0341'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0341'THE SIDING SIGN AT WILLAHA, THENCE 17.3 MILES WEST ALONG A STEEL TOWER
 FR0341'POWER LINE, 3 TOWERS WEST OF BENCH MARK Z 387, IN THE TOP OF THE
 FR0341'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 815, 52 FEET
 FR0341'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0341'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0355 ***********************************************************************
 FR0355  DESIGNATION -  A 389
 FR0355  PID         -  FR0355
 FR0355  STATE/COUNTY-  AZ/COCONINO
 FR0355  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0355
 FR0355                         *CURRENT SURVEY CONTROL
 FR0355  ___________________________________________________________________
 FR0355* NAD 83(1986)-  35 49 05.     (N)    112 43 43.     (W)     SCALED    
 FR0355* NAVD 88     -      1721.349  (meters)    5647.46   (feet)  POSTED    
 FR0355  ___________________________________________________________________
 FR0355  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FR0355  DYNAMIC HT  -        1719.140 (meters)    5640.21  (feet)  COMP
 FR0355  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 FR0355
 FR0355  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0355
 FR0355.The horizontal coordinates were scaled from a topographic map and have
 FR0355.an estimated accuracy of +/- 6 seconds.
 FR0355
 FR0355.The orthometric height was determined by differential leveling
 FR0355.and adjusted by the National Geodetic Survey in 1992..
 FR0355.No vertical observational check was made to the station.
 FR0355.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0355.was located on a no-check spur therefore a value was not computed.
 FR0355
 FR0355.The geoid height was determined by GEOID03.
 FR0355
 FR0355.The dynamic height is computed by dividing the NAVD 88
 FR0355.geopotential number by the normal gravity value computed on the
 FR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0355.degrees latitude (g = 980.6199 gals.).
 FR0355
 FR0355.The modeled gravity was interpolated from observed gravity values.
 FR0355
 FR0355;                    North         East    Units  Estimated Accuracy
 FR0355;SPC AZ C     -   534,630.      139,990.      MT  (+/- 180 meters Scaled)
 FR0355
 FR0355                          SUPERSEDED SURVEY CONTROL
 FR0355
 FR0355  NGVD 29 (??/??/92) 1720.478  (m)         5644.60   (f) ADJ UNCH    2 0
 FR0355
 FR0355.Superseded values are not recommended for survey control.
 FR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0355.See file dsdata.txt to determine how the superseded data were derived.
 FR0355
 FR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE438651(NAD 83)
 FR0355_MARKER: DB = BENCH MARK DISK
 FR0355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0355_SP_SET: 8 FT
 FR0355_STAMPING: A 389 1968
 FR0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0355
 FR0355  HISTORY     - Date     Condition        Report By
 FR0355  HISTORY     - 1968     MONUMENTED       CGS
 FR0355
 FR0355                          STATION DESCRIPTION
 FR0355
 FR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0355'34.15 MI W FROM WILLAHA.
 FR0355'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0355'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0355'TOWER POWER LINE, THENCE 9.7 MILES NORTH ALONG A TRACK ROAD, 1.0 MILE
 FR0355'NORTH OF A GATE ACROSS THE ROAD, 0.25 MILE SOUTH OF THE JUNCTION OF AN
 FR0355'EAST-WEST TRACK ROAD, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 FR0355'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 FR0355'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 8 FEET. THE
 FR0355'UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING
 FR0355'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0788 ***********************************************************************
 CZ0788  DESIGNATION -  A 39
 CZ0788  PID         -  CZ0788
 CZ0788  STATE/COUNTY-  AZ/PIMA
 CZ0788  USGS QUAD   -  THREE POINTS (1992)
 CZ0788
 CZ0788                         *CURRENT SURVEY CONTROL
 CZ0788  ___________________________________________________________________
 CZ0788* NAD 83(1986)-  32 05 46.     (N)    111 15 53.     (W)     SCALED    
 CZ0788* NAVD 88     -       764.35   (+/-2cm)    2507.7    (feet)  VERTCON   
 CZ0788  ___________________________________________________________________
 CZ0788  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0788
 CZ0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0788
 CZ0788.The horizontal coordinates were scaled from a topographic map and have
 CZ0788.an estimated accuracy of +/- 6 seconds.
 CZ0788
 CZ0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0788.The vertical order pertains to the NGVD 29 superseded value.
 CZ0788
 CZ0788.The geoid height was determined by GEOID03.
 CZ0788
 CZ0788;                    North         East    Units  Estimated Accuracy
 CZ0788;SPC AZ C     -   121,710.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0788
 CZ0788                          SUPERSEDED SURVEY CONTROL
 CZ0788
 CZ0788  NGVD 29 (??/??/92)  763.67   (m)         2505.5    (f) COMPUTED    2 0
 CZ0788
 CZ0788.Superseded values are not recommended for survey control.
 CZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0788.See file dsdata.txt to determine how the superseded data were derived.
 CZ0788
 CZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750511(NAD 83)
 CZ0788_MARKER: DB = BENCH MARK DISK
 CZ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0788_STAMPING: A 39 1933
 CZ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0788+STABILITY: SURFACE MOTION
 CZ0788
 CZ0788  HISTORY     - Date     Condition        Report By
 CZ0788  HISTORY     - 1933     MONUMENTED       CGS
 CZ0788  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0788
 CZ0788                          STATION DESCRIPTION
 CZ0788
 CZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0788'20.4 MI W FROM TUCSON.
 CZ0788'ON AJO-TUCSON HWY., 3.0 MILES EAST OF ROBLES RANCH, 0.2 MILE WEST OF
 CZ0788'CONCRETE FACED DIP IN HWY., 40 FEET NORTH OF CENTER OF HWY. AND IN
 CZ0788'LINE OF POLES.
 CZ0788
 CZ0788                          STATION RECOVERY (1999)
 CZ0788
 CZ0788'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1527 ***********************************************************************
 GR1527  DESIGNATION -  A 39
 GR1527  PID         -  GR1527
 GR1527  STATE/COUNTY-  AZ/MOHAVE
 GR1527  USGS QUAD   -  THE TEMPLE (1983)
 GR1527
 GR1527                         *CURRENT SURVEY CONTROL
 GR1527  ___________________________________________________________________
 GR1527* NAD 83(1992)-  36 02 51.43472(N)    114 18 45.74992(W)     ADJUSTED  
 GR1527* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 GR1527  ___________________________________________________________________
 GR1527  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 GR1527  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1527
 GR1527  HORZ ORDER  -  THIRD
 GR1527
 GR1527.The horizontal coordinates were established by classical geodetic methods
 GR1527.and adjusted by the National Geodetic Survey in August 1993..
 GR1527
 GR1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1527
 GR1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1527
 GR1527.The geoid height was determined by GEOID03.
 GR1527
 GR1527;                    North         East     Units Scale Factor Converg.
 GR1527;SPC AZ W     -   559,961.510   162,657.791   MT  0.99996500   -0 19 52.1
 GR1527;SPC AZ W     - 1,837,144.06    533,654.17   iFT  0.99996500   -0 19 52.1
 GR1527;SPC NV E     - 8,144,701.013   314,486.783   MT  1.00006145   +0 44 52.0
 GR1527;SPC NV E     -26,721,406.57  1,031,778.72   sFT  1.00006145   +0 44 52.0
 GR1527;UTM  11      - 3,992,572.442   742,081.036   MT  1.00032215   +1 34 55.7
 GR1527
 GR1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1527!SPC AZ W     -   0.99994321  x   0.99996500  =   0.99990822
 GR1527!SPC NV E     -   0.99994321  x   1.00006145  =   1.00000466
 GR1527!UTM  11      -   0.99994321  x   1.00032215  =   1.00026534
 GR1527
 GR1527:                Primary Azimuth Mark                     Grid Az
 GR1527:SPC AZ W     -  A 37                                     299 21 04.8
 GR1527:SPC NV E     -  A 37                                     298 16 20.7
 GR1527:UTM  11      -  A 37                                     297 26 17.0
 GR1527
 GR1527|---------------------------------------------------------------------|
 GR1527| PID    Reference Object                     Distance      Geod. Az  |
 GR1527|                                                           dddmmss.s |
 GR1527| GR1525 A 37                                APPROX. 2.1 KM 2990112.7 |
 GR1527|---------------------------------------------------------------------|
 GR1527
 GR1527                          SUPERSEDED SURVEY CONTROL
 GR1527
 GR1527  NAD 83(1986)-  36 02 51.42597(N)    114 18 45.74451(W) AD(       ) 3
 GR1527  NGVD 29 (06/27/88)  389.0    (m)         1276.     (f) VERT ANG       
 GR1527
 GR1527.Superseded values are not recommended for survey control.
 GR1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1527.See file dsdata.txt to determine how the superseded data were derived.
 GR1527
 GR1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4208192572(NAD 83)
 GR1527_MARKER: DS = TRIANGULATION STATION DISK
 GR1527_SETTING: 80 = SET IN A BOULDER
 GR1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1527+STABILITY: SURFACE MOTION
 GR1527
 GR1527  HISTORY     - Date     Condition        Report By
 GR1527  HISTORY     - 1948     MONUMENTED       USGS
 GR1527
 GR1527                          STATION DESCRIPTION
 GR1527
 GR1527'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1527'LOCATED ABOUT 2.4 MI W. OF THE TEMPLE.  ABOUT 200 FT. SW. OF HIGH
 GR1527'WATER MARK AT NORTHEAST END OF LONG, PROMINENT RIDGE, ABOUT 10
 GR1527'FT. ABOVE HIGH WATER MARK.
 GR1527'
 GR1527'TO REACH NOT GIVEN.
 GR1527'
 GR1527'STATION MARK--STANDARD TABLET STAMPED---A39 1948---, CEMENTED IN
 GR1527'TOP OF BOULDER IN PLACE.
 GR1527'
 GR1527'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0789 ***********************************************************************
 CZ0789  DESIGNATION -  A 39 RESET
 CZ0789  PID         -  CZ0789
 CZ0789  STATE/COUNTY-  AZ/PIMA
 CZ0789  USGS QUAD   -  THREE POINTS (1992)
 CZ0789
 CZ0789                         *CURRENT SURVEY CONTROL
 CZ0789  ___________________________________________________________________
 CZ0789* NAD 83(1986)-  32 05 46.     (N)    111 15 53.     (W)     SCALED    
 CZ0789* NAVD 88     -       764.26   (+/-2cm)    2507.4    (feet)  VERTCON   
 CZ0789  ___________________________________________________________________
 CZ0789  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0789
 CZ0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0789
 CZ0789.The horizontal coordinates were scaled from a topographic map and have
 CZ0789.an estimated accuracy of +/- 6 seconds.
 CZ0789
 CZ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0789.The vertical order pertains to the NGVD 29 superseded value.
 CZ0789
 CZ0789.The geoid height was determined by GEOID03.
 CZ0789
 CZ0789;                    North         East    Units  Estimated Accuracy
 CZ0789;SPC AZ C     -   121,710.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0789
 CZ0789                          SUPERSEDED SURVEY CONTROL
 CZ0789
 CZ0789  NGVD 29 (??/??/92)  763.571  (m)         2505.15   (f) ADJ UNCH    2 0
 CZ0789
 CZ0789.Superseded values are not recommended for survey control.
 CZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0789.See file dsdata.txt to determine how the superseded data were derived.
 CZ0789
 CZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750511(NAD 83)
 CZ0789_MARKER: DB = BENCH MARK DISK
 CZ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0789_STAMPING: A 39 RESET 1935
 CZ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0789+STABILITY: SURFACE MOTION
 CZ0789
 CZ0789  HISTORY     - Date     Condition        Report By
 CZ0789  HISTORY     - 1935     MONUMENTED       CGS
 CZ0789  HISTORY     - 1951     GOOD             NGS
 CZ0789
 CZ0789                          STATION DESCRIPTION
 CZ0789
 CZ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0789'19.0 MI SW FROM TUCSON.
 CZ0789'19 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0789'HIGHWAY 86, 91 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89
 CZ0789'FEET NORTHEAST OF A TELEPHONE POLE, 9 FEET NORTHWEST OF A POWER LINE,
 CZ0789'3.1 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD,
 CZ0789'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0789'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0364 ***********************************************************************
 FR0364  DESIGNATION -  A 390
 FR0364  PID         -  FR0364
 FR0364  STATE/COUNTY-  AZ/COCONINO
 FR0364  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0364
 FR0364                         *CURRENT SURVEY CONTROL
 FR0364  ___________________________________________________________________
 FR0364* NAD 83(1986)-  35 54 17.     (N)    112 45 02.     (W)     SCALED    
 FR0364* NAVD 88     -      1748.621  (meters)    5736.93   (feet)  POSTED    
 FR0364  ___________________________________________________________________
 FR0364  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FR0364  DYNAMIC HT  -        1746.380 (meters)    5729.58  (feet)  COMP
 FR0364  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0364
 FR0364  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0364
 FR0364.The horizontal coordinates were scaled from a topographic map and have
 FR0364.an estimated accuracy of +/- 6 seconds.
 FR0364
 FR0364.The orthometric height was determined by differential leveling
 FR0364.and adjusted by the National Geodetic Survey in 1992..
 FR0364.No vertical observational check was made to the station.
 FR0364.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0364.was located on a no-check spur therefore a value was not computed.
 FR0364
 FR0364.The geoid height was determined by GEOID03.
 FR0364
 FR0364.The dynamic height is computed by dividing the NAVD 88
 FR0364.geopotential number by the normal gravity value computed on the
 FR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0364.degrees latitude (g = 980.6199 gals.).
 FR0364
 FR0364.The modeled gravity was interpolated from observed gravity values.
 FR0364
 FR0364;                    North         East    Units  Estimated Accuracy
 FR0364;SPC AZ C     -   544,260.      138,090.      MT  (+/- 180 meters Scaled)
 FR0364
 FR0364                          SUPERSEDED SURVEY CONTROL
 FR0364
 FR0364  NGVD 29 (??/??/92) 1747.737  (m)         5734.03   (f) ADJ UNCH    2 0
 FR0364
 FR0364.Superseded values are not recommended for survey control.
 FR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0364.See file dsdata.txt to determine how the superseded data were derived.
 FR0364
 FR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE420747(NAD 83)
 FR0364_MARKER: DB = BENCH MARK DISK
 FR0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0364_SP_SET: 6 FT.
 FR0364_STAMPING: A 390 1968
 FR0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0364
 FR0364  HISTORY     - Date     Condition        Report By
 FR0364  HISTORY     - 1968     MONUMENTED       CGS
 FR0364
 FR0364                          STATION DESCRIPTION
 FR0364
 FR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0364'40.95 MI NW FROM WILLAHA.
 FR0364'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0364'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0364'TOWER POWER LINE, THENCE 16.5 MILES NORTH ALONG A TRACK ROAD, 18 FEET
 FR0364'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 FR0364'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FR0364'5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 6 FEET.  THE UPPER
 FR0364'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5
 FR0364'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0037 ***********************************************************************
 EU0037  DESIGNATION -  A 391
 EU0037  PID         -  EU0037
 EU0037  STATE/COUNTY-  AZ/MOHAVE
 EU0037  USGS QUAD   -  TOPOCK (1970)
 EU0037
 EU0037                         *CURRENT SURVEY CONTROL
 EU0037  ___________________________________________________________________
 EU0037* NAD 83(1986)-  34 43 38.     (N)    114 23 45.     (W)     SCALED    
 EU0037* NAVD 88     -       240.323  (meters)     788.46   (feet)  ADJUSTED  
 EU0037  ___________________________________________________________________
 EU0037  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 EU0037  DYNAMIC HT  -         240.074 (meters)     787.64  (feet)  COMP
 EU0037  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 EU0037
 EU0037  VERT ORDER  -  FIRST     CLASS II
 EU0037
 EU0037.The horizontal coordinates were scaled from a topographic map and have
 EU0037.an estimated accuracy of +/- 6 seconds.
 EU0037
 EU0037.The orthometric height was determined by differential leveling
 EU0037.and adjusted by the National Geodetic Survey in June 1991..
 EU0037
 EU0037.The geoid height was determined by GEOID03.
 EU0037
 EU0037.The dynamic height is computed by dividing the NAVD 88
 EU0037.geopotential number by the normal gravity value computed on the
 EU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0037.degrees latitude (g = 980.6199 gals.).
 EU0037
 EU0037.The modeled gravity was interpolated from observed gravity values.
 EU0037
 EU0037;                    North         East    Units  Estimated Accuracy
 EU0037;SPC AZ W     -   413,520.      154,210.      MT  (+/- 180 meters Scaled)
 EU0037
 EU0037                          SUPERSEDED SURVEY CONTROL
 EU0037
 EU0037  NGVD 29 (??/??/??)  239.666  (m)          786.30   (f) ADJUSTED    1 2
 EU0037
 EU0037.Superseded values are not recommended for survey control.
 EU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0037.See file dsdata.txt to determine how the superseded data were derived.
 EU0037
 EU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU384458(NAD 83)
 EU0037_MARKER: DB = BENCH MARK DISK
 EU0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0037_STAMPING: A 391 1961
 EU0037_MARK LOGO: CGS   
 EU0037_PROJECTION: PROJECTING 7 CENTIMETERS
 EU0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0037+STABILITY: SURFACE MOTION
 EU0037
 EU0037  HISTORY     - Date     Condition        Report By
 EU0037  HISTORY     - 1961     MONUMENTED       CGS
 EU0037  HISTORY     - 1981     GOOD             NGS
 EU0037
 EU0037                          STATION DESCRIPTION
 EU0037
 EU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0037'5.3 MI E FROM TOPOCK.
 EU0037'ABOUT 5.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0037'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0037'NEAR THE WEST END OF A PARKING AREA, AT A METAL GATE NORTH OF THE
 EU0037'HIGHWAY, 115 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0037'1 FOOT SOUTH OF THE FENCE, 37 FEET EAST OF THE EAST END OF THE
 EU0037'METAL GATE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 EU0037'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EU0037'3 INCHES.
 EU0037
 EU0037                          STATION RECOVERY (1981)
 EU0037
 EU0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0037'8.3 KM (5.15 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0037'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, AT A HIGHWAY SIGN READING
 EU0037'WEIGH STATION 1 MILE, 0.5 KM (0.3 MI) EAST OF MILEPOST 5, 36.0 METERS
 EU0037'(118 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES, 27.4 METERS
 EU0037'(90 FT) NORTHEAST OF THE NORTH LEG OF THE HIGHWAY SIGN, 26.5 METERS
 EU0037'(87 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 EU0037'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EU0037'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0570 ***********************************************************************
 FR0570  DESIGNATION -  A 392
 FR0570  PID         -  FR0570
 FR0570  STATE/COUNTY-  AZ/MOHAVE
 FR0570  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0570
 FR0570                         *CURRENT SURVEY CONTROL
 FR0570  ___________________________________________________________________
 FR0570* NAD 83(1986)-  35 09 44.     (N)    113 40 40.     (W)     SCALED    
 FR0570* NAVD 88     -      1101.089  (meters)    3612.49   (feet)  POSTED    
 FR0570  ___________________________________________________________________
 FR0570  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FR0570  DYNAMIC HT  -        1099.730 (meters)    3608.03  (feet)  COMP
 FR0570  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 FR0570
 FR0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0570
 FR0570.The horizontal coordinates were scaled from a topographic map and have
 FR0570.an estimated accuracy of +/- 6 seconds.
 FR0570
 FR0570.The orthometric height was determined by differential leveling
 FR0570.and adjusted by the National Geodetic Survey in 1992..
 FR0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0570.rate of 0.0 thru 1.0 mm/km.
 FR0570
 FR0570.The geoid height was determined by GEOID03.
 FR0570
 FR0570.The dynamic height is computed by dividing the NAVD 88
 FR0570.geopotential number by the normal gravity value computed on the
 FR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0570.degrees latitude (g = 980.6199 gals.).
 FR0570
 FR0570.The modeled gravity was interpolated from observed gravity values.
 FR0570
 FR0570;                    North         East    Units  Estimated Accuracy
 FR0570;SPC AZ W     -   461,590.      219,940.      MT  (+/- 180 meters Scaled)
 FR0570
 FR0570                          SUPERSEDED SURVEY CONTROL
 FR0570
 FR0570  NGVD 29 (??/??/92) 1100.254  (m)         3609.75   (f) ADJ UNCH    2 0
 FR0570
 FR0570.Superseded values are not recommended for survey control.
 FR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0570.See file dsdata.txt to determine how the superseded data were derived.
 FR0570
 FR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD561943(NAD 83)
 FR0570_MARKER: DB = BENCH MARK DISK
 FR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0570_STAMPING: A 392 1962
 FR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0570+STABILITY: SURFACE MOTION
 FR0570
 FR0570  HISTORY     - Date     Condition        Report By
 FR0570  HISTORY     - 1962     MONUMENTED       CGS
 FR0570  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0570
 FR0570                          STATION DESCRIPTION
 FR0570
 FR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0570'23.10 MI NE FROM KINGMAN.
 FR0570'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0570'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0570'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0570'1.35 MILE NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0570'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0570'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0570'THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILE
 FR0570'EAST ALONG THE PIPE LINE TO A NORTH-SOUTH LINE AND A GATE, THENCE 3.3
 FR0570'MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE LINE AND A
 FR0570'GATE, THENCE 2.15 MILES EAST ALONG THE PIPE LINE TO WHERE THE
 FR0570'TELEPHONE LINE CROSSES THE PIPE LINE, 47 FEET SOUTH OF THE CENTER OF
 FR0570'THE PIPE LINE ROAD, 5 FEET WEST OF A WIRE BRACED TELEPHONE POLE WHICH
 FR0570'IS NUMBERED 3, 52.5 FEET EAST OF TELEPHONE POLE NO. 4, 2.8 FEET EAST
 FR0570'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 FR0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0570
 FR0570                          STATION RECOVERY (1968)
 FR0570
 FR0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0441 ***********************************************************************
 FR0441  DESIGNATION -  A 393
 FR0441  PID         -  FR0441
 FR0441  STATE/COUNTY-  AZ/YAVAPAI
 FR0441  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0441
 FR0441                         *CURRENT SURVEY CONTROL
 FR0441  ___________________________________________________________________
 FR0441* NAD 83(1986)-  35 12 34.     (N)    113 17 37.     (W)     SCALED    
 FR0441* NAVD 88     -      1602.196  (meters)    5256.54   (feet)  POSTED    
 FR0441  ___________________________________________________________________
 FR0441  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FR0441  DYNAMIC HT  -        1600.080 (meters)    5249.60  (feet)  COMP
 FR0441  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FR0441
 FR0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0441
 FR0441.The horizontal coordinates were scaled from a topographic map and have
 FR0441.an estimated accuracy of +/- 6 seconds.
 FR0441
 FR0441.The orthometric height was determined by differential leveling
 FR0441.and adjusted by the National Geodetic Survey in 1992..
 FR0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0441.rate of 0.0 thru 1.0 mm/km.
 FR0441
 FR0441.The geoid height was determined by GEOID03.
 FR0441
 FR0441.The dynamic height is computed by dividing the NAVD 88
 FR0441.geopotential number by the normal gravity value computed on the
 FR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0441.degrees latitude (g = 980.6199 gals.).
 FR0441
 FR0441.The modeled gravity was interpolated from observed gravity values.
 FR0441
 FR0441;                    North         East    Units  Estimated Accuracy
 FR0441;SPC AZ C     -   467,680.       87,990.      MT  (+/- 180 meters Scaled)
 FR0441
 FR0441                          SUPERSEDED SURVEY CONTROL
 FR0441
 FR0441  NGVD 29 (??/??/92) 1601.282  (m)         5253.54   (f) ADJ UNCH    2 0
 FR0441
 FR0441.Superseded values are not recommended for survey control.
 FR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0441.See file dsdata.txt to determine how the superseded data were derived.
 FR0441
 FR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD912986(NAD 83)
 FR0441_MARKER: DB = BENCH MARK DISK
 FR0441_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0441_SP_SET: UNSPEC ROCK
 FR0441_STAMPING: A 393 1962
 FR0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0441
 FR0441  HISTORY     - Date     Condition        Report By
 FR0441  HISTORY     - 1962     MONUMENTED       CGS
 FR0441
 FR0441                          STATION DESCRIPTION
 FR0441
 FR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0441'27.3 MI W FROM SELIGMAN.
 FR0441'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0441'ITS STATION AT SELIGMAN, THENCE 24.3 MILES WEST ALONG A GRAVEL AND
 FR0441'DIRT ROAD, ON THE SOUTH SIDE OF A CURVE WITH TANGENTS TO THE EAST AND
 FR0441'SOUTHWEST, 22 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2.9 FEET
 FR0441'NORTHWEST OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A 3 BY 3
 FR0441'FOOT ROCK PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0219 ***********************************************************************
 FR0219  DESIGNATION -  A 394
 FR0219  PID         -  FR0219
 FR0219  STATE/COUNTY-  AZ/YAVAPAI
 FR0219  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0219
 FR0219                         *CURRENT SURVEY CONTROL
 FR0219  ___________________________________________________________________
 FR0219* NAD 83(1986)-  35 18 53.     (N)    112 49 40.     (W)     SCALED    
 FR0219* NAVD 88     -      1631.686  (meters)    5353.29   (feet)  ADJUSTED  
 FR0219  ___________________________________________________________________
 FR0219  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0219  DYNAMIC HT  -        1629.520 (meters)    5346.18  (feet)  COMP
 FR0219  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 FR0219
 FR0219  VERT ORDER  -  FIRST     CLASS II
 FR0219
 FR0219.The horizontal coordinates were scaled from a topographic map and have
 FR0219.an estimated accuracy of +/- 6 seconds.
 FR0219
 FR0219.The orthometric height was determined by differential leveling
 FR0219.and adjusted by the National Geodetic Survey in June 1991..
 FR0219
 FR0219.The geoid height was determined by GEOID03.
 FR0219
 FR0219.The dynamic height is computed by dividing the NAVD 88
 FR0219.geopotential number by the normal gravity value computed on the
 FR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0219.degrees latitude (g = 980.6199 gals.).
 FR0219
 FR0219.The modeled gravity was interpolated from observed gravity values.
 FR0219
 FR0219;                    North         East    Units  Estimated Accuracy
 FR0219;SPC AZ C     -   478,870.      130,510.      MT  (+/- 180 meters Scaled)
 FR0219
 FR0219                          SUPERSEDED SURVEY CONTROL
 FR0219
 FR0219  NGVD 29 (??/??/92) 1630.776  (m)         5350.30   (f) ADJ UNCH    1 2
 FR0219
 FR0219.Superseded values are not recommended for survey control.
 FR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0219.See file dsdata.txt to determine how the superseded data were derived.
 FR0219
 FR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE338094(NAD 83)
 FR0219_MARKER: DB = BENCH MARK DISK
 FR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0219_STAMPING: A 394 1962
 FR0219_MARK LOGO: CGS   
 FR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0219+STABILITY: SURFACE MOTION
 FR0219
 FR0219  HISTORY     - Date     Condition        Report By
 FR0219  HISTORY     - 1962     MONUMENTED       CGS
 FR0219  HISTORY     - 1982     GOOD             NGS
 FR0219
 FR0219                          STATION DESCRIPTION
 FR0219
 FR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0219'2.9 MI E FROM SELIGMAN.
 FR0219'2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0219'SANTA FE RAILWAY STATION AT SELIGMAN, 123 FEET SOUTH OF THE CENTER
 FR0219'LINE OF U.S. HIGHWAY 66, 25 FEET NORTH OF THE NORTH RAIL OF THE WEST
 FR0219'BOUND TRACK OF THE A.T. AND S.F. RAILWAY, 13 FEET SOUTH OF A DIRT
 FR0219'ROAD, 4 FEET EAST OF A TELEPHONE POLE THE SECOND POLE EAST OF MILE
 FR0219'POST 426, 2.9 FEET WEST OF A METAL WITNESS POST, AND IS ABOUT 4 FEET
 FR0219'BELOW THE LEVEL OF THE RAILWAY, AND IS SET IN TOP OF A CONCRETE POST
 FR0219'PROJECTING 3 INCHES.
 FR0219
 FR0219                          STATION RECOVERY (1982)
 FR0219
 FR0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0685 ***********************************************************************
 DW0685  DESIGNATION -  A 395
 DW0685  PID         -  DW0685
 DW0685  STATE/COUNTY-  AZ/LA PAZ
 DW0685  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0685
 DW0685                         *CURRENT SURVEY CONTROL
 DW0685  ___________________________________________________________________
 DW0685* NAD 83(1986)-  33 40 38.     (N)    114 06 56.     (W)     SCALED    
 DW0685* NAVD 88     -       393.38   (+/-2cm)    1290.6    (feet)  VERTCON   
 DW0685  ___________________________________________________________________
 DW0685  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DW0685
 DW0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0685
 DW0685.The horizontal coordinates were scaled from a topographic map and have
 DW0685.an estimated accuracy of +/- 6 seconds.
 DW0685
 DW0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0685.The vertical order pertains to the NGVD 29 superseded value.
 DW0685
 DW0685.The geoid height was determined by GEOID03.
 DW0685
 DW0685;                    North         East    Units  Estimated Accuracy
 DW0685;SPC AZ W     -   296,930.      179,460.      MT  (+/- 180 meters Scaled)
 DW0685
 DW0685                          SUPERSEDED SURVEY CONTROL
 DW0685
 DW0685  NGVD 29 (??/??/??)  392.690  (m)         1288.35   (f) ADJUSTED    2 0
 DW0685
 DW0685.Superseded values are not recommended for survey control.
 DW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0685.See file dsdata.txt to determine how the superseded data were derived.
 DW0685
 DW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT674301(NAD 83)
 DW0685_MARKER: DB = BENCH MARK DISK
 DW0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0685_SP_SET: HEADWALL OF CULVERT
 DW0685_STAMPING: A 395 1962
 DW0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0685
 DW0685  HISTORY     - Date     Condition        Report By
 DW0685  HISTORY     - 1962     MONUMENTED       CGS
 DW0685  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0685
 DW0685                          STATION DESCRIPTION
 DW0685
 DW0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0685'7 MI E FROM QUARTZSITE.
 DW0685'ABOUT 7.0 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0685'OFFICE AT QUARTZSITE, SET IN TOP OF THE EAST END OF THE SOUTH
 DW0685'HEADWALL OF A 10 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTH OF THE
 DW0685'CENTER LINE OF THE EAST BOUND LANE, AND IS ABOUT 0.5 FEET
 DW0685'ABOVE THE LEVEL OF THE HIGHWAY.
 DW0685
 DW0685                          STATION RECOVERY (1981)
 DW0685
 DW0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0685'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY CONSTRUCTION ON THE
 DW0685'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1100 ***********************************************************************
 DV1100  DESIGNATION -  A 396 10
 DV1100  PID         -  DV1100
 DV1100  STATE/COUNTY-  AZ/LA PAZ
 DV1100  USGS QUAD   -  VICKSBURG (1990)
 DV1100
 DV1100                         *CURRENT SURVEY CONTROL
 DV1100  ___________________________________________________________________
 DV1100* NAD 83(1986)-  33 38 31.     (N)    113 51 21.     (W)     SCALED    
 DV1100* NAVD 88     -       372.68   (+/-2cm)    1222.7    (feet)  VERTCON   
 DV1100  ___________________________________________________________________
 DV1100  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1100
 DV1100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1100
 DV1100.The horizontal coordinates were scaled from a topographic map and have
 DV1100.an estimated accuracy of +/- 6 seconds.
 DV1100
 DV1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1100.The vertical order pertains to the NGVD 29 superseded value.
 DV1100
 DV1100.The geoid height was determined by GEOID03.
 DV1100
 DV1100;                    North         East    Units  Estimated Accuracy
 DV1100;SPC AZ W     -   292,960.      203,540.      MT  (+/- 180 meters Scaled)
 DV1100
 DV1100                          SUPERSEDED SURVEY CONTROL
 DV1100
 DV1100  NGVD 29 (??/??/92)  372.006  (m)         1220.49   (f) ADJ UNCH    2 0
 DV1100
 DV1100.Superseded values are not recommended for survey control.
 DV1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1100.See file dsdata.txt to determine how the superseded data were derived.
 DV1100
 DV1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC351261(NAD 83)
 DV1100_MARKER: DB = BENCH MARK DISK
 DV1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1100_STAMPING: A 396 10 1962
 DV1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1100+STABILITY: SURFACE MOTION
 DV1100
 DV1100  HISTORY     - Date     Condition        Report By
 DV1100  HISTORY     - 1962     MONUMENTED       CGS
 DV1100
 DV1100                          STATION DESCRIPTION
 DV1100
 DV1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1100'8.75 MI SE FROM BRENDA.
 DV1100'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1100'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 6.4 MILES
 DV1100'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1100'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV1100'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0436 ***********************************************************************
 CY0436  DESIGNATION -  A 3985.51
 CY0436  PID         -  CY0436
 CY0436  STATE/COUNTY-  AZ/COCHISE
 CY0436  USGS QUAD   -  LUZENA (1979)
 CY0436
 CY0436                         *CURRENT SURVEY CONTROL
 CY0436  ___________________________________________________________________
 CY0436* NAD 83(1986)-  32 21 24.     (N)    109 36 49.     (W)     SCALED    
 CY0436* NAVD 88     -      1215.377  (meters)    3987.45   (feet)  ADJUSTED  
 CY0436  ___________________________________________________________________
 CY0436  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0436  DYNAMIC HT  -        1213.577 (meters)    3981.54  (feet)  COMP
 CY0436  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CY0436
 CY0436  VERT ORDER  -  FIRST     CLASS II
 CY0436
 CY0436.The horizontal coordinates were scaled from a topographic map and have
 CY0436.an estimated accuracy of +/- 6 seconds.
 CY0436
 CY0436.The orthometric height was determined by differential leveling
 CY0436.and adjusted by the National Geodetic Survey in June 1991..
 CY0436
 CY0436.The geoid height was determined by GEOID03.
 CY0436
 CY0436.The dynamic height is computed by dividing the NAVD 88
 CY0436.geopotential number by the normal gravity value computed on the
 CY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0436.degrees latitude (g = 980.6199 gals.).
 CY0436
 CY0436.The modeled gravity was interpolated from observed gravity values.
 CY0436
 CY0436;                    North         East    Units  Estimated Accuracy
 CY0436;SPC AZ E     -   150,550.      265,410.      MT  (+/- 180 meters Scaled)
 CY0436
 CY0436                          SUPERSEDED SURVEY CONTROL
 CY0436
 CY0436  NGVD 29 (??/??/92) 1214.551  (m)         3984.74   (f) ADJ UNCH    1 2
 CY0436
 CY0436.Superseded values are not recommended for survey control.
 CY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0436.See file dsdata.txt to determine how the superseded data were derived.
 CY0436
 CY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA304808(NAD 83)
 CY0436_MARKER: DD = SURVEY DISK
 CY0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0436_SP_SET: BRIDGE
 CY0436_STAMPING: 3985.51
 CY0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0436
 CY0436  HISTORY     - Date     Condition        Report By
 CY0436  HISTORY     - UNK      MONUMENTED       AZHD
 CY0436  HISTORY     - 1952     GOOD             NGS
 CY0436  HISTORY     - 1960     GOOD             NGS
 CY0436  HISTORY     - 1979     POOR             NGS
 CY0436
 CY0436                          STATION DESCRIPTION
 CY0436
 CY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0436'16.2 MI NE FROM WILLCOX.
 CY0436'16.2 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0436'WILLCOX, 0.7 MILE SOUTHEAST OF THE INTERSECTION OF UNITED STATES
 CY0436'HIGHWAY 666 AND STATE HIGHWAY 86, 0.4 MILE SOUTHEAST OF HIGHWAY
 CY0436'MILEPOST NUMBER 344, THE NORTHWEST END OF THE BASE OF THE SOUTHWEST
 CY0436'RAILING OF A BRIDGE OVER A DEEP DRY WASH, 25.0 FEET SOUTHEAST OF THE
 CY0436'NORTHWEST END OF A BRIDGE, 17 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 CY0436'THE HIGHWAY, AND 0.7 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- 34.9 FEET
 CY0436'SOUTHWEST OF BENCH MARK 3985.51 (AHD).
 CY0436
 CY0436                          STATION RECOVERY (1960)
 CY0436
 CY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0436'RECOVERED IN GOOD CONDITION.
 CY0436
 CY0436                          STATION RECOVERY (1979)
 CY0436
 CY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0436'13.2 KILOMETERS (8.2 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0436'THE RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FRONTAGE ROAD BRIDGE
 CY0436'OVER GOLD GULCH, IN TOP OF THE ADJUSTABLE SECTION OF THE SOUTHWEST
 CY0436'CURB, 7.7 METERS (25.3 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 CY0436'CURB AND 5.3 METERS (17.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CY0436'ROAD.
 CY0436'THE MARK IS 0.3 M ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0371 ***********************************************************************
 CZ0371  DESIGNATION -  A 399
 CZ0371  PID         -  CZ0371
 CZ0371  STATE/COUNTY-  AZ/PINAL
 CZ0371  USGS QUAD   -  RED ROCK (1993)
 CZ0371
 CZ0371                         *CURRENT SURVEY CONTROL
 CZ0371  ___________________________________________________________________
 CZ0371* NAD 83(1986)-  32 31 24.     (N)    111 15 45.     (W)     SCALED    
 CZ0371* NAVD 88     -       607.32   (+/-2cm)    1992.5    (feet)  VERTCON   
 CZ0371  ___________________________________________________________________
 CZ0371  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0371
 CZ0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0371
 CZ0371.The horizontal coordinates were scaled from a topographic map and have
 CZ0371.an estimated accuracy of +/- 6 seconds.
 CZ0371
 CZ0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0371.The vertical order pertains to the NGVD 29 superseded value.
 CZ0371
 CZ0371.The geoid height was determined by GEOID03.
 CZ0371
 CZ0371;                    North         East    Units  Estimated Accuracy
 CZ0371;SPC AZ C     -   169,080.      274,820.      MT  (+/- 180 meters Scaled)
 CZ0371
 CZ0371                          SUPERSEDED SURVEY CONTROL
 CZ0371
 CZ0371  NGVD 29 (??/??/92)  606.819  (m)         1990.87   (f) ADJ UNCH    2 0
 CZ0371
 CZ0371.Superseded values are not recommended for survey control.
 CZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0371.See file dsdata.txt to determine how the superseded data were derived.
 CZ0371
 CZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753984(NAD 83)
 CZ0371_MARKER: DB = BENCH MARK DISK
 CZ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0371_STAMPING: A 399 1962
 CZ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0371+STABILITY: SURFACE MOTION
 CZ0371
 CZ0371  HISTORY     - Date     Condition        Report By
 CZ0371  HISTORY     - 1962     MONUMENTED       CGS
 CZ0371  HISTORY     - 1977     GOOD             USGS
 CZ0371
 CZ0371                          STATION DESCRIPTION
 CZ0371
 CZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0371'5.7 MI SE FROM RED ROCK.
 CZ0371'FROM THE RAILROAD DEPOT IN RED ROCK GO SOUTHEAST ON STATE HIGHWAY 84
 CZ0371'FOR 4.8 MILES, THENCE LEFT ON AN OILED ROAD FOR 0.9 MILE.  THE MARK IS
 CZ0371'77 FEET NORTHWEST OF THE CENTERLINE OF THE OILED ROAD, 40 FEET
 CZ0371'SOUTHWEST OF THE CENTER OF A GRADED ROAD, AND 1.8 FEET SOUTHEAST OF A
 CZ0371'METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A CYLINDRICAL
 CZ0371'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CZ0371
 CZ0371                          STATION RECOVERY (1977)
 CZ0371
 CZ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0371'FROM THE SP R.R. SIDING AT RED ROCK GO SE ON FRONTAGE RD. FOR 4.8
 CZ0371'MI., THENCE LEFT ON AN OILED RD. FOR 0.9 MI., MARK IS 77 FT. NW OF
 CZ0371'THE CENTERLINE OF THE OILED RD., 40 FT. SW OF THE CENTER OF A GRADED
 CZ0371'RD., 1.8 FT. SE OF A METAL WITNESS POST. SET IN THE TOP OF A
 CZ0371'CYLINDRICAL CONC. POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND. STD.
 CZ0371'BRONZE DISK STAMPED A 399 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1528 ***********************************************************************
 GR1528  DESIGNATION -  A 4
 GR1528  PID         -  GR1528
 GR1528  STATE/COUNTY-  AZ/MOHAVE
 GR1528  USGS QUAD   -  HOOVER DAM (1997)
 GR1528
 GR1528                         *CURRENT SURVEY CONTROL
 GR1528  ___________________________________________________________________
 GR1528* NAD 83(1992)-  36 04 51.27994(N)    114 42 58.40615(W)     ADJUSTED  
 GR1528* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1528  ___________________________________________________________________
 GR1528  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 GR1528  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GR1528
 GR1528  HORZ ORDER  -  THIRD
 GR1528
 GR1528.The horizontal coordinates were established by classical geodetic methods
 GR1528.and adjusted by the National Geodetic Survey in August 1993..
 GR1528
 GR1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1528
 GR1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1528
 GR1528.The geoid height was determined by GEOID03.
 GR1528
 GR1528;                    North         East     Units Scale Factor Converg.
 GR1528;SPC AZ W     -   563,940.821   126,335.292   MT  1.00002662   -0 34 08.7
 GR1528;SPC AZ W     - 1,850,199.54    414,485.87   iFT  1.00002662   -0 34 08.7
 GR1528;SPC NV E     - 8,147,995.486   278,094.953   MT  0.99997512   +0 30 38.5
 GR1528;SPC NV E     -26,732,215.19    912,383.19   sFT  0.99997512   +0 30 38.5
 GR1528;UTM  11      - 3,995,337.080   705,637.674   MT  1.00012107   +1 20 43.6
 GR1528
 GR1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1528!SPC AZ W     -   0.99994655  x   1.00002662  =   0.99997317
 GR1528!SPC NV E     -   0.99994655  x   0.99997512  =   0.99992167
 GR1528!UTM  11      -   0.99994655  x   1.00012107  =   1.00006761
 GR1528
 GR1528:                Primary Azimuth Mark                     Grid Az
 GR1528:SPC AZ W     -  CASH                                     182 14 49.4
 GR1528:SPC NV E     -  CASH                                     181 10 02.2
 GR1528:UTM  11      -  CASH                                     180 19 57.1
 GR1528
 GR1528|---------------------------------------------------------------------|
 GR1528| PID    Reference Object                     Distance      Geod. Az  |
 GR1528|                                                           dddmmss.s |
 GR1528| GR1866 CASH                                APPROX. 1.2 KM 1814040.7 |
 GR1528|---------------------------------------------------------------------|
 GR1528
 GR1528                          SUPERSEDED SURVEY CONTROL
 GR1528
 GR1528  NAD 83(1986)-  36 04 51.26704(N)    114 42 58.39404(W) AD(       ) 3
 GR1528  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1528
 GR1528.Superseded values are not recommended for survey control.
 GR1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1528.See file dsdata.txt to determine how the superseded data were derived.
 GR1528
 GR1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0563895337(NAD 83)
 GR1528_MARKER: DS = TRIANGULATION STATION DISK
 GR1528_SETTING: 80 = SET IN A BOULDER
 GR1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1528+STABILITY: SURFACE MOTION
 GR1528
 GR1528  HISTORY     - Date     Condition        Report By
 GR1528  HISTORY     - 1947     MONUMENTED       USGS
 GR1528
 GR1528                          STATION DESCRIPTION
 GR1528
 GR1528'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1528'LOCATED ABOUT 4.7 MI N. OF HOOVER DAM.  ABOUT 110 FT. S. OF HIGH
 GR1528'WATER MARK AT END OF LOW, NARROW, SPUR RIDGE, ABOUT 15 FT. ABOVE
 GR1528'HIGH WATER MARK.
 GR1528'
 GR1528'TO REACH NOT GIVEN.
 GR1528'
 GR1528'STATION MARK--STANDARD TABLET STAMPED---A4 1947---, CEMENTED IN TOP
 GR1528'OF BOULDER IN PLACE.
 GR1528'
 GR1528'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0373 ***********************************************************************
 DT0373  DESIGNATION -  A 40
 DT0373  PID         -  DT0373
 DT0373  STATE/COUNTY-  AZ/GREENLEE
 DT0373  USGS QUAD   -  CLIFTON (1989)
 DT0373
 DT0373                         *CURRENT SURVEY CONTROL
 DT0373  ___________________________________________________________________
 DT0373* NAD 83(1986)-  33 01 28.     (N)    109 15 24.     (W)     SCALED    
 DT0373* NAVD 88     -      1267.917  (meters)    4159.82   (feet)  ADJUSTED  
 DT0373  ___________________________________________________________________
 DT0373  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DT0373  DYNAMIC HT  -        1266.083 (meters)    4153.81  (feet)  COMP
 DT0373  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 DT0373
 DT0373  VERT ORDER  -  SECOND    CLASS 0
 DT0373
 DT0373.The horizontal coordinates were scaled from a topographic map and have
 DT0373.an estimated accuracy of +/- 6 seconds.
 DT0373
 DT0373.The orthometric height was determined by differential leveling
 DT0373.and adjusted by the National Geodetic Survey in June 1991..
 DT0373
 DT0373.The geoid height was determined by GEOID03.
 DT0373
 DT0373.The dynamic height is computed by dividing the NAVD 88
 DT0373.geopotential number by the normal gravity value computed on the
 DT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0373.degrees latitude (g = 980.6199 gals.).
 DT0373
 DT0373.The modeled gravity was interpolated from observed gravity values.
 DT0373
 DT0373;                    North         East    Units  Estimated Accuracy
 DT0373;SPC AZ E     -   224,830.      298,370.      MT  (+/- 180 meters Scaled)
 DT0373
 DT0373                          SUPERSEDED SURVEY CONTROL
 DT0373
 DT0373  NGVD 29 (??/??/92) 1267.181  (m)         4157.41   (f) ADJ UNCH    2 0
 DT0373
 DT0373.Superseded values are not recommended for survey control.
 DT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0373.See file dsdata.txt to determine how the superseded data were derived.
 DT0373
 DT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB628553(NAD 83)
 DT0373_MARKER: DB = BENCH MARK DISK
 DT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0373_STAMPING: A 40 1934
 DT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0373+STABILITY: SURFACE MOTION
 DT0373
 DT0373  HISTORY     - Date     Condition        Report By
 DT0373  HISTORY     - 1934     MONUMENTED       CGS
 DT0373
 DT0373                          STATION DESCRIPTION
 DT0373
 DT0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0373'4.3 MI SE FROM CLIFTON.
 DT0373'ON STATE HWY. NO. 75, AT INTERSECTION OF HWY. 75 AND CUT OFF TO HWY.
 DT0373'NO. 71, AT SUMMIT OF GRADE UP WARD CANYON, 100 FT. EAST OF
 DT0373'INTERSECTION OF HWYS., AND 36 FT. SOUTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1529 ***********************************************************************
 GR1529  DESIGNATION -  A 40
 GR1529  PID         -  GR1529
 GR1529  STATE/COUNTY-  AZ/MOHAVE
 GR1529  USGS QUAD   -  THE TEMPLE (1983)
 GR1529
 GR1529                         *CURRENT SURVEY CONTROL
 GR1529  ___________________________________________________________________
 GR1529* NAD 83(1992)-  36 02 23.92860(N)    114 17 07.43125(W)     ADJUSTED  
 GR1529* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1529  ___________________________________________________________________
 GR1529  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 GR1529  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR1529
 GR1529  HORZ ORDER  -  THIRD
 GR1529
 GR1529.The horizontal coordinates were established by classical geodetic methods
 GR1529.and adjusted by the National Geodetic Survey in August 1993..
 GR1529
 GR1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1529
 GR1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1529
 GR1529.The geoid height was determined by GEOID03.
 GR1529
 GR1529;                    North         East     Units Scale Factor Converg.
 GR1529;SPC AZ W     -   559,099.880   165,113.957   MT  0.99996200   -0 18 54.0
 GR1529;SPC AZ W     - 1,834,317.19    541,712.46   iFT  0.99996200   -0 18 54.0
 GR1529;SPC NV E     - 8,143,885.697   316,958.987   MT  1.00006850   +0 45 49.4
 GR1529;SPC NV E     -26,718,731.66  1,039,889.61   sFT  1.00006850   +0 45 49.4
 GR1529;UTM  11      - 3,991,793.003   744,565.506   MT  1.00033705   +1 35 52.5
 GR1529
 GR1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1529!SPC AZ W     -   0.99994509  x   0.99996200  =   0.99990709
 GR1529!SPC NV E     -   0.99994509  x   1.00006850  =   1.00001358
 GR1529!UTM  11      -   0.99994509  x   1.00033705  =   1.00028212
 GR1529
 GR1529:                Primary Azimuth Mark                     Grid Az
 GR1529:SPC AZ W     -  A 39                                     289 19 51.6
 GR1529:SPC NV E     -  A 39                                     288 15 08.2
 GR1529:UTM  11      -  A 39                                     287 25 05.1
 GR1529
 GR1529|---------------------------------------------------------------------|
 GR1529| PID    Reference Object                     Distance      Geod. Az  |
 GR1529|                                                           dddmmss.s |
 GR1529| GR1527 A 39                                APPROX. 2.6 KM 2890057.6 |
 GR1529|---------------------------------------------------------------------|
 GR1529
 GR1529                          SUPERSEDED SURVEY CONTROL
 GR1529
 GR1529  NAD 83(1986)-  36 02 23.92028(N)    114 17 07.42671(W) AD(       ) 3
 GR1529  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1529
 GR1529.Superseded values are not recommended for survey control.
 GR1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1529.See file dsdata.txt to determine how the superseded data were derived.
 GR1529
 GR1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4456691793(NAD 83)
 GR1529_MARKER: DS = TRIANGULATION STATION DISK
 GR1529_SETTING: 66 = SET IN ROCK OUTCROP
 GR1529_SP_SET: SET IN ROCK OUTCROP
 GR1529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1529+STABILITY: POSITION/ELEVATION WELL
 GR1529
 GR1529  HISTORY     - Date     Condition        Report By
 GR1529  HISTORY     - 1948     MONUMENTED       USGS
 GR1529
 GR1529                          STATION DESCRIPTION
 GR1529
 GR1529'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1529'LOCATED ABOUT 1 MI SW. OF THE TEMPLE.  ABOUT 500 FT. N. OF HIGHEST
 GR1529'POINT OF SMALL ISLAND, ON SMALL TOP, ABOUT 45 FT. ABOVE HIGH
 GR1529'WATER MARK.
 GR1529'
 GR1529'TO REACH NOT GIVEN.
 GR1529'
 GR1529'STATION MARK--STANDARD TABLET STAMPED---A40 1948---, CEMENTED IN
 GR1529'TOP OF ROCK OUTCROP.
 GR1529'
 GR1529'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0079 ***********************************************************************
 GP0079  DESIGNATION -  A 401
 GP0079  PID         -  GP0079
 GP0079  STATE/COUNTY-  AZ/COCONINO
 GP0079  USGS QUAD   -  PAGE (1985)
 GP0079
 GP0079                         *CURRENT SURVEY CONTROL
 GP0079  ___________________________________________________________________
 GP0079* NAD 83(1986)-  36 56 16.     (N)    111 25 05.     (W)     SCALED    
 GP0079* NAVD 88     -      1192.271  (meters)    3911.64   (feet)  ADJUSTED  
 GP0079  ___________________________________________________________________
 GP0079  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0079  DYNAMIC HT  -        1190.892 (meters)    3907.12  (feet)  COMP
 GP0079  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 GP0079
 GP0079  VERT ORDER  -  FIRST     CLASS II
 GP0079
 GP0079.The horizontal coordinates were scaled from a topographic map and have
 GP0079.an estimated accuracy of +/- 6 seconds.
 GP0079
 GP0079.The orthometric height was determined by differential leveling
 GP0079.and adjusted by the National Geodetic Survey in June 1991..
 GP0079
 GP0079.The geoid height was determined by GEOID03.
 GP0079
 GP0079.The dynamic height is computed by dividing the NAVD 88
 GP0079.geopotential number by the normal gravity value computed on the
 GP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0079.degrees latitude (g = 980.6199 gals.).
 GP0079
 GP0079.The modeled gravity was interpolated from observed gravity values.
 GP0079
 GP0079;                    North         East    Units  Estimated Accuracy
 GP0079;SPC AZ C     -   658,680.      257,770.      MT  (+/- 180 meters Scaled)
 GP0079
 GP0079                          SUPERSEDED SURVEY CONTROL
 GP0079
 GP0079  NGVD 29 (??/??/92) 1191.364  (m)         3908.67   (f) ADJ UNCH    1 2
 GP0079
 GP0079.Superseded values are not recommended for survey control.
 GP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0079.See file dsdata.txt to determine how the superseded data were derived.
 GP0079
 GP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF627880(NAD 83)
 GP0079_MARKER: DB = BENCH MARK DISK
 GP0079_SETTING: 66 = SET IN ROCK OUTCROP
 GP0079_SP_SET: SANDSTONE OUTCROP
 GP0079_STAMPING: A 401 1962
 GP0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0079+STABILITY: POSITION/ELEVATION WELL
 GP0079
 GP0079  HISTORY     - Date     Condition        Report By
 GP0079  HISTORY     - 1962     MONUMENTED       CGS
 GP0079
 GP0079                          STATION DESCRIPTION
 GP0079
 GP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0079'3.3 MI NE FROM PAGE.
 GP0079'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0079'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0079'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0079'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0079'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0079'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 1.8 MILES NORTHEAST
 GP0079'ACROSS COUNTRY.  0.5 MILE EAST-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 GP0079'POST WHICH IS ON THE NORTHEAST BANK OF ANTELOPE CREEK, SET IN THE TOP
 GP0079'OF A ROCK OUTCROP WHICH PROJECTS 3 FEET, 46 FEET SOUTH-SOUTHWEST OF A
 GP0079'LARGE SANDSTONE OUTCROP WHICH PROJECTS 8 FEET, AND 24.0 FEET
 GP0079'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0121 ***********************************************************************
 GP0121  DESIGNATION -  A 402
 GP0121  PID         -  GP0121
 GP0121  STATE/COUNTY-  AZ/COCONINO
 GP0121  USGS QUAD   -  PAGE (1985)
 GP0121
 GP0121                         *CURRENT SURVEY CONTROL
 GP0121  ___________________________________________________________________
 GP0121* NAD 83(1986)-  36 56 12.     (N)    111 29 04.     (W)     SCALED    
 GP0121* NAVD 88     -       972.570  (meters)    3190.84   (feet)  ADJUSTED  
 GP0121  ___________________________________________________________________
 GP0121  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0121  DYNAMIC HT  -         971.465 (meters)    3187.21  (feet)  COMP
 GP0121  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 GP0121
 GP0121  VERT ORDER  -  FIRST     CLASS II
 GP0121
 GP0121.The horizontal coordinates were scaled from a topographic map and have
 GP0121.an estimated accuracy of +/- 6 seconds.
 GP0121
 GP0121.The orthometric height was determined by differential leveling
 GP0121.and adjusted by the National Geodetic Survey in June 1991..
 GP0121
 GP0121.The geoid height was determined by GEOID03.
 GP0121
 GP0121.The dynamic height is computed by dividing the NAVD 88
 GP0121.geopotential number by the normal gravity value computed on the
 GP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0121.degrees latitude (g = 980.6199 gals.).
 GP0121
 GP0121.The modeled gravity was interpolated from observed gravity values.
 GP0121
 GP0121;                    North         East    Units  Estimated Accuracy
 GP0121;SPC AZ C     -   658,530.      251,860.      MT  (+/- 180 meters Scaled)
 GP0121
 GP0121                          SUPERSEDED SURVEY CONTROL
 GP0121
 GP0121  NGVD 29 (??/??/92)  971.679  (m)         3187.92   (f) ADJ UNCH    1 2
 GP0121
 GP0121.Superseded values are not recommended for survey control.
 GP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0121.See file dsdata.txt to determine how the superseded data were derived.
 GP0121
 GP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568879(NAD 83)
 GP0121_MARKER: DB = BENCH MARK DISK
 GP0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0121_SP_SET: DECKING
 GP0121_STAMPING: A 402 1962
 GP0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0121
 GP0121  HISTORY     - Date     Condition        Report By
 GP0121  HISTORY     - 1962     MONUMENTED       CGS
 GP0121
 GP0121                          STATION DESCRIPTION
 GP0121
 GP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0121'IN PAGE.
 GP0121'AT THE POWERPLANT OF THE GLEN CANYON DAM, INSIDE UNIT EIGHT OF THE
 GP0121'POWERHOUSE, 44 FEET WEST OF THE WEST EDGE OF THE NORTH DOOR TO THE
 GP0121'POWERPLANT SERVICE BAY, 22 FEET WEST OF THE TOP STEP OF A CONCRETE
 GP0121'STAIRWAY LEADING INTO THE POWERHOUSE, 4.0 FEET SOUTH OF THE NORTH WALL
 GP0121'OF THE POWERHOUSE, 4-INCHES EAST OF A METAL BASE PLATE OF A METAL
 GP0121'COLUMN, AT A-LINE COLUMN 32, AND SET IN THE TOP OF A CONCRETE DECKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1255 ***********************************************************************
 DU1255  DESIGNATION -  A 403
 DU1255  PID         -  DU1255
 DU1255  STATE/COUNTY-  AZ/GILA
 DU1255  USGS QUAD   -  GLOBE (1982)
 DU1255
 DU1255                         *CURRENT SURVEY CONTROL
 DU1255  ___________________________________________________________________
 DU1255* NAD 83(1986)-  33 24 33.     (N)    110 47 39.     (W)     SCALED    
 DU1255* NAVD 88     -      1046.146  (meters)    3432.23   (feet)  ADJUSTED  
 DU1255  ___________________________________________________________________
 DU1255  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU1255  DYNAMIC HT  -        1044.731 (meters)    3427.59  (feet)  COMP
 DU1255  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 DU1255
 DU1255  VERT ORDER  -  FIRST     CLASS II
 DU1255
 DU1255.The horizontal coordinates were scaled from a topographic map and have
 DU1255.an estimated accuracy of +/- 6 seconds.
 DU1255
 DU1255.The orthometric height was determined by differential leveling
 DU1255.and adjusted by the National Geodetic Survey in June 1991..
 DU1255
 DU1255.The geoid height was determined by GEOID03.
 DU1255
 DU1255.The dynamic height is computed by dividing the NAVD 88
 DU1255.geopotential number by the normal gravity value computed on the
 DU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1255.degrees latitude (g = 980.6199 gals.).
 DU1255
 DU1255.The modeled gravity was interpolated from observed gravity values.
 DU1255
 DU1255;                    North         East    Units  Estimated Accuracy
 DU1255;SPC AZ E     -   267,300.      155,000.      MT  (+/- 180 meters Scaled)
 DU1255
 DU1255                          SUPERSEDED SURVEY CONTROL
 DU1255
 DU1255.No superseded survey control is available for this station.
 DU1255
 DU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB191966(NAD 83)
 DU1255_MARKER: DB = BENCH MARK DISK
 DU1255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1255_SP_SET: STAINLESS STEEL ROD
 DU1255_STAMPING: A 403 1979
 DU1255_PROJECTION: FLUSH
 DU1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1255_ROD/PIPE-DEPTH: 3.66 meters
 DU1255
 DU1255  HISTORY     - Date     Condition        Report By
 DU1255  HISTORY     - 1979     MONUMENTED       NGS
 DU1255  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1255
 DU1255                          STATION DESCRIPTION
 DU1255
 DU1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1255'2.2 MI NW FROM GLOBE.
 DU1255'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1255'COURTHOUSE IN GLOBE, 33.9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DU1255'HIGHWAY, 3.3 FEET SOUTH OF A LIGHT POLE WITH A GUYWIRE.  REFUSAL
 DU1255'WAS REACHED AT 12 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DU1255'SCREWPLUG.
 DU1255'THE MARK IS 1.8 FT  NNW FROM A WITNESS POST.
 DU1255'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 DU1255
 DU1255                          STATION RECOVERY (1995)
 DU1255
 DU1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0200 ***********************************************************************
 GP0200  DESIGNATION -  A 403
 GP0200  PID         -  GP0200
 GP0200  STATE/COUNTY-  AZ/COCONINO
 GP0200  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0200
 GP0200                         *CURRENT SURVEY CONTROL
 GP0200  ___________________________________________________________________
 GP0200* NAD 83(1986)-  36 38 08.     (N)    111 39 11.     (W)     SCALED    
 GP0200* NAVD 88     -      1555.861  (meters)    5104.52   (feet)  ADJUSTED  
 GP0200  ___________________________________________________________________
 GP0200  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0200  DYNAMIC HT  -        1553.978 (meters)    5098.34  (feet)  COMP
 GP0200  MODELED GRAV-     979,367.0   (mgal)                       NAVD 88
 GP0200
 GP0200  VERT ORDER  -  FIRST     CLASS II
 GP0200
 GP0200.The horizontal coordinates were scaled from a topographic map and have
 GP0200.an estimated accuracy of +/- 6 seconds.
 GP0200
 GP0200.The orthometric height was determined by differential leveling
 GP0200.and adjusted by the National Geodetic Survey in June 1991..
 GP0200.WARNING-Repeat measurements at this control monument indicate possible
 GP0200.vertical movement.
 GP0200
 GP0200.The geoid height was determined by GEOID03.
 GP0200
 GP0200.The dynamic height is computed by dividing the NAVD 88
 GP0200.geopotential number by the normal gravity value computed on the
 GP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0200.degrees latitude (g = 980.6199 gals.).
 GP0200
 GP0200.The modeled gravity was interpolated from observed gravity values.
 GP0200
 GP0200;                    North         East    Units  Estimated Accuracy
 GP0200;SPC AZ C     -   625,060.      236,930.      MT  (+/- 180 meters Scaled)
 GP0200
 GP0200                          SUPERSEDED SURVEY CONTROL
 GP0200
 GP0200.No superseded survey control is available for this station.
 GP0200
 GP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416546(NAD 83)
 GP0200_MARKER: DB = BENCH MARK DISK
 GP0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0200_STAMPING: A 403 1962
 GP0200_MARK LOGO: CGS   
 GP0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0200+STABILITY: SURFACE MOTION
 GP0200
 GP0200  HISTORY     - Date     Condition        Report By
 GP0200  HISTORY     - 1962     MONUMENTED       CGS
 GP0200  HISTORY     - 1978     GOOD             USGS
 GP0200  HISTORY     - 1983     GOOD             NGS
 GP0200  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0200
 GP0200                          STATION DESCRIPTION
 GP0200
 GP0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0200'0.2 MI S FROM BITTER SPRINGS.
 GP0200'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0200'STATION AT BITTER SPRINGS, AT THE JUNCTION OF U.S. HIGHWAY 89 A AND
 GP0200'U.S. HIGHWAY 89 LEADING TO PAGE, 107 FEET WEST OF THE CENTERLINE OF
 GP0200'THE JUNCTION OF THE TWO HIGHWAYS, IN LINE WITH THE CENTER OF U.S.
 GP0200'HIGHWAY 89 LEADING EAST, 3.5 FEET WEST OF A METAL WITNESS POST, AND
 GP0200'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GP0200
 GP0200                          STATION RECOVERY (1978)
 GP0200
 GP0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0200'CHANGE PRIMARY REFERENCE TO-- AT THE JCT. OF US HWY 89 AND ALT 89.
 GP0200'CHEVRON SERVICE STATION NO LONGER REMAINS AT BITTER SPRING. REMAINDER
 GP0200'OF DESCRIPTION IS ADEQUATE.
 GP0200
 GP0200                          STATION RECOVERY (1983)
 GP0200
 GP0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0200'RECOVERED IN GOOD CONDITION.
 GP0200
 GP0200                          STATION RECOVERY (1993)
 GP0200
 GP0200'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1278 ***********************************************************************
 DU1278  DESIGNATION -  A 404
 DU1278  PID         -  DU1278
 DU1278  STATE/COUNTY-  AZ/GILA
 DU1278  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1278
 DU1278                         *CURRENT SURVEY CONTROL
 DU1278  ___________________________________________________________________
 DU1278* NAD 83(1986)-  33 35 12.     (N)    110 58 32.     (W)     SCALED    
 DU1278* NAVD 88     -       759.593  (meters)    2492.10   (feet)  ADJUSTED  
 DU1278  ___________________________________________________________________
 DU1278  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DU1278  DYNAMIC HT  -         758.597 (meters)    2488.83  (feet)  COMP
 DU1278  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 DU1278
 DU1278  VERT ORDER  -  FIRST     CLASS II
 DU1278
 DU1278.The horizontal coordinates were scaled from a topographic map and have
 DU1278.an estimated accuracy of +/- 6 seconds.
 DU1278
 DU1278.The orthometric height was determined by differential leveling
 DU1278.and adjusted by the National Geodetic Survey in June 1991..
 DU1278
 DU1278.The geoid height was determined by GEOID03.
 DU1278
 DU1278.The dynamic height is computed by dividing the NAVD 88
 DU1278.geopotential number by the normal gravity value computed on the
 DU1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1278.degrees latitude (g = 980.6199 gals.).
 DU1278
 DU1278.The modeled gravity was interpolated from observed gravity values.
 DU1278
 DU1278;                    North         East    Units  Estimated Accuracy
 DU1278;SPC AZ E     -   287,110.      138,280.      MT  (+/- 180 meters Scaled)
 DU1278
 DU1278                          SUPERSEDED SURVEY CONTROL
 DU1278
 DU1278.No superseded survey control is available for this station.
 DU1278
 DU1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC022163(NAD 83)
 DU1278_MARKER: DB = BENCH MARK DISK
 DU1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1278_SP_SET: STAINLESS STEEL ROD
 DU1278_STAMPING: A 404 1979
 DU1278_PROJECTION: FLUSH
 DU1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1278_ROD/PIPE-DEPTH: 2.44 meters
 DU1278
 DU1278  HISTORY     - Date     Condition        Report By
 DU1278  HISTORY     - 1979     MONUMENTED       NGS
 DU1278
 DU1278                          STATION DESCRIPTION
 DU1278
 DU1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1278'10.9 MI SE FROM ROOSEVELT.
 DU1278'10.9 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1278'THE POST OFFICE IN ROOSEVELT, 67.3 FEET SOUTH-
 DU1278'SOUTHWEST OF A FENCE, 69.3 FEET WEST OF THE NORTH SUPPORT LEG
 DU1278'OF A HIGHWAY SIGN (45 MPH), 23.4 FEET NORTH-NORTHWEST OF THE
 DU1278'CENTERLINE OF THE HIGHWAY AND 35.3 FEET NORTH-NORTHWEST OF THE
 DU1278'NORTH END OF A 18-INCH CULVERT RUNNING NORTH AND SOUTH UNDER
 DU1278'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8 FEET.  ACCESS TO THE DISK
 DU1278'IS THROUGH A 4-INCH SCREWPLUG.
 DU1278'THE MARK IS 1.6 FT  NNW FROM A WITNESS POST.
 DU1278'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0195 ***********************************************************************
 GP0195  DESIGNATION -  A 404
 GP0195  PID         -  GP0195
 GP0195  STATE/COUNTY-  AZ/COCONINO
 GP0195  USGS QUAD   -  TANNER WELL (1985)
 GP0195
 GP0195                         *CURRENT SURVEY CONTROL
 GP0195  ___________________________________________________________________
 GP0195* NAD 83(1986)-  36 36 34.     (N)    111 39 14.     (W)     SCALED    
 GP0195* NAVD 88     -      1585.135  (meters)    5200.56   (feet)  ADJUSTED  
 GP0195  ___________________________________________________________________
 GP0195  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0195  DYNAMIC HT  -        1583.201 (meters)    5194.22  (feet)  COMP
 GP0195  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 GP0195
 GP0195  VERT ORDER  -  FIRST     CLASS II
 GP0195
 GP0195.The horizontal coordinates were scaled from a topographic map and have
 GP0195.an estimated accuracy of +/- 6 seconds.
 GP0195
 GP0195.The orthometric height was determined by differential leveling
 GP0195.and adjusted by the National Geodetic Survey in June 1991..
 GP0195
 GP0195.The geoid height was determined by GEOID03.
 GP0195
 GP0195.The dynamic height is computed by dividing the NAVD 88
 GP0195.geopotential number by the normal gravity value computed on the
 GP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0195.degrees latitude (g = 980.6199 gals.).
 GP0195
 GP0195.The modeled gravity was interpolated from observed gravity values.
 GP0195
 GP0195;                    North         East    Units  Estimated Accuracy
 GP0195;SPC AZ C     -   622,170.      236,870.      MT  (+/- 180 meters Scaled)
 GP0195
 GP0195                          SUPERSEDED SURVEY CONTROL
 GP0195
 GP0195  NGVD 29 (??/??/92) 1584.133  (m)         5197.28   (f) ADJ UNCH    1 2
 GP0195
 GP0195.Superseded values are not recommended for survey control.
 GP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0195.See file dsdata.txt to determine how the superseded data were derived.
 GP0195
 GP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415517(NAD 83)
 GP0195_MARKER: DB = BENCH MARK DISK
 GP0195_SETTING: 66 = SET IN ROCK OUTCROP
 GP0195_SP_SET: ROCK OUTCROP
 GP0195_STAMPING: A 404 1962
 GP0195_MARK LOGO: CGS   
 GP0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0195
 GP0195  HISTORY     - Date     Condition        Report By
 GP0195  HISTORY     - 1962     MONUMENTED       CGS
 GP0195  HISTORY     - 1978     GOOD             USGS
 GP0195  HISTORY     - 1983     GOOD             NGS
 GP0195
 GP0195                          STATION DESCRIPTION
 GP0195
 GP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0195'2.1 MI S FROM BITTER SPRINGS.
 GP0195'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0195'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0195'522, 324 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 110 FEET EAST OF
 GP0195'A LINE OF TELEPHONE POLES, 58 FEET EAST OF THE CENTERLINE OF A WASH,
 GP0195'35 FEET WEST OF A LARGE BOULDER WHICH PROJECTS ABOUT 8 FEET ABOVE THE
 GP0195'GROUND, 10 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 GP0195'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP.
 GP0195
 GP0195                          STATION RECOVERY (1978)
 GP0195
 GP0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0195'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0195'SPRINGS. 1.9 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0195'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0195'IS ADEQUATE.
 GP0195
 GP0195                          STATION RECOVERY (1983)
 GP0195
 GP0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0195'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.85 KM
 GP0195'(1.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0195'ALTERNATE IN BITTER SPRINGS, IN THE TOP CENTER OF A 3- BY 3-FOOT FLAT
 GP0195'TOP WHITE SANDSTONE BOULDER IN THE NORTHWEST BASE OF AND AT THE NORTH
 GP0195'END OF A LONG RIDGE OF WHITE SANDSTONE OUTCROP, 0.4 KM (0.25 MI) NORTH
 GP0195'OF MILEPOST 522, 98.7 METERS (324 FT) EAST OF THE HIGHWAY CENTERLINE,
 GP0195'33.5 METERS (110 FT) EAST OF A LINE OF TELEPHONE POLES.
 GP0195'THE MARK IS 3.0 METERS  E FROM A WITNESS POST.
 GP0195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1180 ***********************************************************************
 DU1180  DESIGNATION -  A 405
 DU1180  PID         -  DU1180
 DU1180  STATE/COUNTY-  AZ/GILA
 DU1180  USGS QUAD   -  CHROME BUTTE (1966)
 DU1180
 DU1180                         *CURRENT SURVEY CONTROL
 DU1180  ___________________________________________________________________
 DU1180* NAD 83(1986)-  33 33 08.     (N)    110 41 08.     (W)     SCALED    
 DU1180* NAVD 88     -      1413.382  (meters)    4637.07   (feet)  ADJUSTED  
 DU1180  ___________________________________________________________________
 DU1180  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DU1180  DYNAMIC HT  -        1411.407 (meters)    4630.59  (feet)  COMP
 DU1180  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 DU1180
 DU1180  VERT ORDER  -  FIRST     CLASS II
 DU1180
 DU1180.The horizontal coordinates were scaled from a topographic map and have
 DU1180.an estimated accuracy of +/- 6 seconds.
 DU1180
 DU1180.The orthometric height was determined by differential leveling
 DU1180.and adjusted by the National Geodetic Survey in June 1991..
 DU1180
 DU1180.The geoid height was determined by GEOID03.
 DU1180
 DU1180.The dynamic height is computed by dividing the NAVD 88
 DU1180.geopotential number by the normal gravity value computed on the
 DU1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1180.degrees latitude (g = 980.6199 gals.).
 DU1180
 DU1180.The modeled gravity was interpolated from observed gravity values.
 DU1180
 DU1180;                    North         East    Units  Estimated Accuracy
 DU1180;SPC AZ E     -   283,110.      165,180.      MT  (+/- 180 meters Scaled)
 DU1180
 DU1180                          SUPERSEDED SURVEY CONTROL
 DU1180
 DU1180.No superseded survey control is available for this station.
 DU1180
 DU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC291125(NAD 83)
 DU1180_MARKER: DB = BENCH MARK DISK
 DU1180_SETTING: 66 = SET IN ROCK OUTCROP
 DU1180_SP_SET: ROCK OUTCROP
 DU1180_STAMPING: A 405 1979
 DU1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1180+STABILITY: POSITION/ELEVATION WELL
 DU1180
 DU1180  HISTORY     - Date     Condition        Report By
 DU1180  HISTORY     - 1979     MONUMENTED       NGS
 DU1180
 DU1180                          STATION DESCRIPTION
 DU1180
 DU1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1180'13.3 MI NE FROM GLOBE.
 DU1180'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1180'COURTHOUSE IN GLOBE, 93.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 DU1180'THE HIGHWAY, 141.0 FEET NORTH-NORTHEAST OF THE CENTER OF A PAVED
 DU1180'ROAD LEADING WEST.
 DU1180'THE MARK IS 2 FT  E FROM A WITNESS POST.
 DU1180'THE MARK IS 25 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0097 ***********************************************************************
 GP0097  DESIGNATION -  A 405
 GP0097  PID         -  GP0097
 GP0097  STATE/COUNTY-  AZ/COCONINO
 GP0097  USGS QUAD   -  PAGE (1985)
 GP0097
 GP0097                         *CURRENT SURVEY CONTROL
 GP0097  ___________________________________________________________________
 GP0097* NAD 83(1986)-  36 56 17.     (N)    111 29 38.     (W)     SCALED    
 GP0097* NAVD 88     -      1176.181  (meters)    3858.85   (feet)  ADJUSTED  
 GP0097  ___________________________________________________________________
 GP0097  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0097  DYNAMIC HT  -        1174.858 (meters)    3854.51  (feet)  COMP
 GP0097  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 GP0097
 GP0097  VERT ORDER  -  FIRST     CLASS II
 GP0097
 GP0097.The horizontal coordinates were scaled from a topographic map and have
 GP0097.an estimated accuracy of +/- 6 seconds.
 GP0097
 GP0097.The orthometric height was determined by differential leveling
 GP0097.and adjusted by the National Geodetic Survey in June 1991..
 GP0097
 GP0097.The geoid height was determined by GEOID03.
 GP0097
 GP0097.The dynamic height is computed by dividing the NAVD 88
 GP0097.geopotential number by the normal gravity value computed on the
 GP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0097.degrees latitude (g = 980.6199 gals.).
 GP0097
 GP0097.The modeled gravity was interpolated from observed gravity values.
 GP0097
 GP0097;                    North         East    Units  Estimated Accuracy
 GP0097;SPC AZ C     -   658,680.      251,020.      MT  (+/- 180 meters Scaled)
 GP0097
 GP0097                          SUPERSEDED SURVEY CONTROL
 GP0097
 GP0097  NGVD 29 (??/??/92) 1175.313  (m)         3856.01   (f) ADJ UNCH    1 2
 GP0097
 GP0097.Superseded values are not recommended for survey control.
 GP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0097.See file dsdata.txt to determine how the superseded data were derived.
 GP0097
 GP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF560881(NAD 83)
 GP0097_MARKER: DB = BENCH MARK DISK
 GP0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0097_SP_SET: CATTLE GUARD
 GP0097_STAMPING: A 405 1962
 GP0097_MARK LOGO: CGS   
 GP0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0097
 GP0097  HISTORY     - Date     Condition        Report By
 GP0097  HISTORY     - 1962     MONUMENTED       CGS
 GP0097  HISTORY     - 1983     GOOD             NGS
 GP0097
 GP0097                          STATION DESCRIPTION
 GP0097
 GP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0097'0.6 MI W FROM PAGE.
 GP0097'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 GP0097'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  104 FEET NORTHEAST OF THE
 GP0097'CENTERLINE OF THE HIGHWAY, 15.8 FEET SOUTHEAST OF THE CENTERLINE OF A
 GP0097'METAL AND CONCRETE CATTLE GUARD, ABOUT 3 FEET BELOW THE LEVEL OF THE
 GP0097'HIGHWAY, 1.0 FEET ABOVE THE METAL PORTION OF THE CATTLE GUARD, AND SET
 GP0097'IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF THE CATTLE
 GP0097'GUARD.
 GP0097
 GP0097                          STATION RECOVERY (1983)
 GP0097
 GP0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1173 ***********************************************************************
 DU1173  DESIGNATION -  A 406
 DU1173  PID         -  DU1173
 DU1173  STATE/COUNTY-  AZ/GILA
 DU1173  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1173
 DU1173                         *CURRENT SURVEY CONTROL
 DU1173  ___________________________________________________________________
 DU1173* NAD 83(1986)-  33 29 55.     (N)    110 42 45.     (W)     SCALED    
 DU1173* NAVD 88     -      1422.617  (meters)    4667.37   (feet)  ADJUSTED  
 DU1173  ___________________________________________________________________
 DU1173  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DU1173  DYNAMIC HT  -        1420.615 (meters)    4660.80  (feet)  COMP
 DU1173  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 DU1173
 DU1173  VERT ORDER  -  FIRST     CLASS II
 DU1173
 DU1173.The horizontal coordinates were scaled from a topographic map and have
 DU1173.an estimated accuracy of +/- 6 seconds.
 DU1173
 DU1173.The orthometric height was determined by differential leveling
 DU1173.and adjusted by the National Geodetic Survey in June 1991..
 DU1173
 DU1173.The geoid height was determined by GEOID03.
 DU1173
 DU1173.The dynamic height is computed by dividing the NAVD 88
 DU1173.geopotential number by the normal gravity value computed on the
 DU1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1173.degrees latitude (g = 980.6199 gals.).
 DU1173
 DU1173.The modeled gravity was interpolated from observed gravity values.
 DU1173
 DU1173;                    North         East    Units  Estimated Accuracy
 DU1173;SPC AZ E     -   277,180.      162,640.      MT  (+/- 180 meters Scaled)
 DU1173
 DU1173                          SUPERSEDED SURVEY CONTROL
 DU1173
 DU1173.No superseded survey control is available for this station.
 DU1173
 DU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC267066(NAD 83)
 DU1173_MARKER: DB = BENCH MARK DISK
 DU1173_SETTING: 66 = SET IN ROCK OUTCROP
 DU1173_SP_SET: ROCK OUTCROP
 DU1173_STAMPING: A 406 1979
 DU1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1173+STABILITY: POSITION/ELEVATION WELL
 DU1173
 DU1173  HISTORY     - Date     Condition        Report By
 DU1173  HISTORY     - 1979     MONUMENTED       NGS
 DU1173  HISTORY     - 20040302 MARK NOT FOUND   AZ-007
 DU1173
 DU1173                          STATION DESCRIPTION
 DU1173
 DU1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1173'9.0 MI NE FROM GLOBE.
 DU1173'9.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1173'COURTHOUSE IN GLOBE, 0.6 MILE SOUTH OF THE ENTRANCE TO AN OLD SECTION
 DU1173'OF U.S. HIGHWAY 60 LEADING NORTHWEST FROM THE HIGHWAY, 0.1 MILE NORTH
 DU1173'OF THE ENTRANCE TO AN OLD SECTION OF U.S. HIGHWAY 60 LEADING
 DU1173'NORTHEAST FROM THE HIGHWAY AND 29.5 FEET EAST OF THE CENTER OF THE
 DU1173'HIGHWAY AT A PASSING LANE AREA.
 DU1173'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1173
 DU1173                          STATION RECOVERY (2004)
 DU1173
 DU1173'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU1173'ERROSION CONTROL/SAFETY EFFORTS BY ARIZONA D.O.T. HAS REMOVED ALL ROCK
 DU1173'OUTCROPPINGS FROM THE IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1213 ***********************************************************************
 DU1213  DESIGNATION -  A 407
 DU1213  PID         -  DU1213
 DU1213  STATE/COUNTY-  AZ/GILA
 DU1213  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1213
 DU1213                         *CURRENT SURVEY CONTROL
 DU1213  ___________________________________________________________________
 DU1213* NAD 83(1986)-  33 48 13.     (N)    110 28 51.     (W)     SCALED    
 DU1213* NAVD 88     -      1298.871  (meters)    4261.38   (feet)  ADJUSTED  
 DU1213  ___________________________________________________________________
 DU1213  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DU1213  DYNAMIC HT  -        1297.091 (meters)    4255.54  (feet)  COMP
 DU1213  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 DU1213
 DU1213  VERT ORDER  -  FIRST     CLASS II
 DU1213
 DU1213.The horizontal coordinates were scaled from a topographic map and have
 DU1213.an estimated accuracy of +/- 6 seconds.
 DU1213
 DU1213.The orthometric height was determined by differential leveling
 DU1213.and adjusted by the National Geodetic Survey in June 1991..
 DU1213
 DU1213.The geoid height was determined by GEOID03.
 DU1213
 DU1213.The dynamic height is computed by dividing the NAVD 88
 DU1213.geopotential number by the normal gravity value computed on the
 DU1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1213.degrees latitude (g = 980.6199 gals.).
 DU1213
 DU1213.The modeled gravity was interpolated from observed gravity values.
 DU1213
 DU1213;                    North         East    Units  Estimated Accuracy
 DU1213;SPC AZ E     -   310,920.      184,270.      MT  (+/- 180 meters Scaled)
 DU1213
 DU1213                          SUPERSEDED SURVEY CONTROL
 DU1213
 DU1213.No superseded survey control is available for this station.
 DU1213
 DU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC480405(NAD 83)
 DU1213_MARKER: DB = BENCH MARK DISK
 DU1213_SETTING: 66 = SET IN ROCK OUTCROP
 DU1213_SP_SET: ROCK OUTCROP
 DU1213_STAMPING: A 407 1979
 DU1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1213+STABILITY: POSITION/ELEVATION WELL
 DU1213
 DU1213  HISTORY     - Date     Condition        Report By
 DU1213  HISTORY     - 1979     MONUMENTED       NGS
 DU1213  HISTORY     - 19960918 GOOD             USPSQD
 DU1213
 DU1213                          STATION DESCRIPTION
 DU1213
 DU1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1213'40.7 MI NE FROM GLOBE.
 DU1213'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1213'IN SALT RIVER CANYON, 77.8 FEET NORTH-NORTHEAST OF THE NORTHEAST END
 DU1213'OF A CULVERT HEADWALL AND 29.7 FEET NORTH-NORTHWEST OF THE
 DU1213'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0
 DU1213'MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1213'THE MARK IS 1.8 FT  NNW FROM A WITNESS POST.
 DU1213'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1213
 DU1213                          STATION RECOVERY (1996)
 DU1213
 DU1213'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0327 ***********************************************************************
 ER0327  DESIGNATION -  A 408
 ER0327  PID         -  ER0327
 ER0327  STATE/COUNTY-  AZ/NAVAJO
 ER0327  USGS QUAD   -  INDIAN PINE (1977)
 ER0327
 ER0327                         *CURRENT SURVEY CONTROL
 ER0327  ___________________________________________________________________
 ER0327* NAD 83(1986)-  34 02 51.     (N)    109 55 09.     (W)     SCALED    
 ER0327* NAVD 88     -      2104.178  (meters)    6903.46   (feet)  ADJUSTED  
 ER0327  ___________________________________________________________________
 ER0327  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0327  DYNAMIC HT  -        2100.963 (meters)    6892.91  (feet)  COMP
 ER0327  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 ER0327
 ER0327  VERT ORDER  -  FIRST     CLASS II
 ER0327
 ER0327.The horizontal coordinates were scaled from a topographic map and have
 ER0327.an estimated accuracy of +/- 6 seconds.
 ER0327
 ER0327.The orthometric height was determined by differential leveling
 ER0327.and adjusted by the National Geodetic Survey in June 1991..
 ER0327
 ER0327.The geoid height was determined by GEOID03.
 ER0327
 ER0327.The dynamic height is computed by dividing the NAVD 88
 ER0327.geopotential number by the normal gravity value computed on the
 ER0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0327.degrees latitude (g = 980.6199 gals.).
 ER0327
 ER0327.The modeled gravity was interpolated from observed gravity values.
 ER0327
 ER0327;                    North         East    Units  Estimated Accuracy
 ER0327;SPC AZ E     -   337,950.      236,210.      MT  (+/- 180 meters Scaled)
 ER0327
 ER0327                          SUPERSEDED SURVEY CONTROL
 ER0327
 ER0327.No superseded survey control is available for this station.
 ER0327
 ER0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC997679(NAD 83)
 ER0327_MARKER: DB = BENCH MARK DISK
 ER0327_SETTING: 66 = SET IN ROCK OUTCROP
 ER0327_SP_SET: ROCK OUTCROP
 ER0327_STAMPING: A 408 1979
 ER0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0327+STABILITY: POSITION/ELEVATION WELL
 ER0327
 ER0327  HISTORY     - Date     Condition        Report By
 ER0327  HISTORY     - 1979     MONUMENTED       NGS
 ER0327
 ER0327                          STATION DESCRIPTION
 ER0327
 ER0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0327'5.6 MI SW FROM MCNARY.
 ER0327'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0327'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 2.45 MILES
 ER0327'SOUTH ALONG STATE HIGHWAY 73, 0.05 MILE SOUTH OF A CINDER ROAD LEADING
 ER0327'INTO A CINDER PIT, 130.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ER0327'68.7 FEET SOUTHEAST OF UTILITY POLE NUMBER 1 360 7, 52 FEET
 ER0327'EAST-SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH THROUGH
 ER0327'THE WOODS, 63.4 FEET SOUTHEAST OF A BARBED WIRE FENCE AND 2 FEET
 ER0327'NORTH OF A 6-INCH OAK TREE.
 ER0327'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 ER0327'THE MARK IS 12 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0462 ***********************************************************************
 DT0462  DESIGNATION -  A 409
 DT0462  PID         -  DT0462
 DT0462  STATE/COUNTY-  AZ/APACHE
 DT0462  USGS QUAD   -  NUTRIOSO (1991)
 DT0462
 DT0462                         *CURRENT SURVEY CONTROL
 DT0462  ___________________________________________________________________
 DT0462* NAD 83(1986)-  33 57 18.     (N)    109 12 32.     (W)     SCALED    
 DT0462* NAVD 88     -      2340.326  (meters)    7678.22   (feet)  ADJUSTED  
 DT0462  ___________________________________________________________________
 DT0462  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0462  DYNAMIC HT  -        2336.552 (meters)    7665.84  (feet)  COMP
 DT0462  MODELED GRAV-     978,939.2   (mgal)                       NAVD 88
 DT0462
 DT0462  VERT ORDER  -  FIRST     CLASS II
 DT0462
 DT0462.The horizontal coordinates were scaled from a topographic map and have
 DT0462.an estimated accuracy of +/- 6 seconds.
 DT0462
 DT0462.The orthometric height was determined by differential leveling
 DT0462.and adjusted by the National Geodetic Survey in June 1991..
 DT0462
 DT0462.The geoid height was determined by GEOID03.
 DT0462
 DT0462.The dynamic height is computed by dividing the NAVD 88
 DT0462.geopotential number by the normal gravity value computed on the
 DT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0462.degrees latitude (g = 980.6199 gals.).
 DT0462
 DT0462.The modeled gravity was interpolated from observed gravity values.
 DT0462
 DT0462;                    North         East    Units  Estimated Accuracy
 DT0462;SPC AZ E     -   328,080.      301,880.      MT  (+/- 180 meters Scaled)
 DT0462
 DT0462                          SUPERSEDED SURVEY CONTROL
 DT0462
 DT0462.No superseded survey control is available for this station.
 DT0462
 DT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC655586(NAD 83)
 DT0462_MARKER: I = METAL ROD
 DT0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0462_SP_SET: STAINLESS STEEL ROD
 DT0462_STAMPING: A 409 1980
 DT0462_PROJECTION: FLUSH
 DT0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0462_ROD/PIPE-DEPTH: 9.1  meters
 DT0462
 DT0462  HISTORY     - Date     Condition        Report By
 DT0462  HISTORY     - 1980     MONUMENTED       NGS
 DT0462
 DT0462                          STATION DESCRIPTION
 DT0462
 DT0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0462'0.3 KM NW FROM NUTRIOSO.
 DT0462'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0462'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) NORTHWEST OF MILE
 DT0462'POST 417, 0.2 KM (0.1 MI) NORTHWEST OF COUNTY
 DT0462'ROAD 108, 54.3 METERS (178.3 FT) NORTHWEST OF MILE POST 417, 10.9
 DT0462'METERS (35.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS
 DT0462'(30.5 FT) SOUTH OF A T FENCE CORNER AND A GATE POST, 1.9 METERS
 DT0462'(6.2 FT) SOUTH OF TELEPHONE POLE NUMBER 7 1 229.
 DT0462'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DT0462'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DT0462'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0206 ***********************************************************************
 DT0206  DESIGNATION -  A 41
 DT0206  PID         -  DT0206
 DT0206  STATE/COUNTY-  AZ/APACHE
 DT0206  USGS QUAD   -  LUNA LAKE (1991)
 DT0206
 DT0206                         *CURRENT SURVEY CONTROL
 DT0206  ___________________________________________________________________
 DT0206* NAD 83(1986)-  33 48 58.     (N)    109 04 22.     (W)     SCALED    
 DT0206* NAVD 88     -      2444.287  (meters)    8019.30   (feet)  ADJUSTED  
 DT0206  ___________________________________________________________________
 DT0206  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0206  DYNAMIC HT  -        2440.305 (meters)    8006.23  (feet)  COMP
 DT0206  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 DT0206
 DT0206  VERT ORDER  -  FIRST     CLASS II
 DT0206
 DT0206.The horizontal coordinates were scaled from a topographic map and have
 DT0206.an estimated accuracy of +/- 6 seconds.
 DT0206
 DT0206.The orthometric height was determined by differential leveling
 DT0206.and adjusted by the National Geodetic Survey in June 1991..
 DT0206.WARNING-Repeat measurements at this control monument indicate possible
 DT0206.vertical movement.
 DT0206
 DT0206.The geoid height was determined by GEOID03.
 DT0206
 DT0206.The dynamic height is computed by dividing the NAVD 88
 DT0206.geopotential number by the normal gravity value computed on the
 DT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0206.degrees latitude (g = 980.6199 gals.).
 DT0206
 DT0206.The modeled gravity was interpolated from observed gravity values.
 DT0206
 DT0206;                    North         East    Units  Estimated Accuracy
 DT0206;SPC AZ E     -   312,800.      314,630.      MT  (+/- 180 meters Scaled)
 DT0206
 DT0206                          SUPERSEDED SURVEY CONTROL
 DT0206
 DT0206  NGVD 29 (??/??/92) 2443.213  (m)         8015.77   (f) ADJ UNCH    1 2
 DT0206
 DT0206.Superseded values are not recommended for survey control.
 DT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0206.See file dsdata.txt to determine how the superseded data were derived.
 DT0206
 DT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC783434(NAD 83)
 DT0206_MARKER: DB = BENCH MARK DISK
 DT0206_SETTING: 66 = SET IN ROCK OUTCROP
 DT0206_SP_SET: SET IN ROCK OUTCROP
 DT0206_STAMPING: A 41 1934
 DT0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0206+STABILITY: POSITION/ELEVATION WELL
 DT0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0206+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0206
 DT0206  HISTORY     - Date     Condition        Report By
 DT0206  HISTORY     - 1934     MONUMENTED       CGS
 DT0206  HISTORY     - 1980     GOOD             NGS
 DT0206  HISTORY     - 20050729 GOOD             USPSQD
 DT0206
 DT0206                          STATION DESCRIPTION
 DT0206
 DT0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0206'5.4 MI SE FROM ALPINE.
 DT0206'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM ALPINE, APACHE COUNTY,
 DT0206'1.7 MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE, 60 FEET NORTH OF
 DT0206'THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF A GROUP OF FOUR
 DT0206'YELLOW PINE TREES, AND IN THE TOP OF A DARK RHYOLITE OUTCROP. A
 DT0206'STANDARD DISK, STAMPED A 41 1934.
 DT0206
 DT0206                          STATION RECOVERY (1980)
 DT0206
 DT0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0206'8.7 KM (5.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0206'POST OFFICE IN ALPINE, 1.0 KM (0.6 MI) SOUTHEAST OF MILE
 DT0206'POST 431, 77.4 METERS (254.0 FT) SOUTHEAST OF THE CENTER OF A DIRT
 DT0206'ROAD LEADING NORTHEAST, 74.6 METERS (245.0 FT) SOUTHEAST OF THE
 DT0206'SOUTHEAST GATE POST, 21.0 METERS ( 69.0 FT) NORTH OF THE CENTERLINE
 DT0206'OF THE HIGHWAY, 10.1 METERS (33.0 FT) SOUTH OF A FENCE.
 DT0206'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 DT0206'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0206
 DT0206                          STATION RECOVERY (2005)
 DT0206
 DT0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1530 ***********************************************************************
 GR1530  DESIGNATION -  A 41
 GR1530  PID         -  GR1530
 GR1530  STATE/COUNTY-  AZ/MOHAVE
 GR1530  USGS QUAD   -  THE TEMPLE (1983)
 GR1530
 GR1530                         *CURRENT SURVEY CONTROL
 GR1530  ___________________________________________________________________
 GR1530* NAD 83(1992)-  36 01 25.42343(N)    114 16 07.88751(W)     ADJUSTED  
 GR1530* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1530  ___________________________________________________________________
 GR1530  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 GR1530  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR1530
 GR1530  HORZ ORDER  -  THIRD
 GR1530
 GR1530.The horizontal coordinates were established by classical geodetic methods
 GR1530.and adjusted by the National Geodetic Survey in August 1993..
 GR1530
 GR1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1530
 GR1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1530
 GR1530.The geoid height was determined by GEOID03.
 GR1530
 GR1530;                    North         East     Units Scale Factor Converg.
 GR1530;SPC AZ W     -   557,288.657   166,594.819   MT  0.99996027   -0 18 18.6
 GR1530;SPC AZ W     - 1,828,374.86    546,570.93   iFT  0.99996027   -0 18 18.6
 GR1530;SPC NV E     - 8,142,102.473   318,473.846   MT  1.00007290   +0 46 23.4
 GR1530;SPC NV E     -26,712,881.20  1,044,859.61   sFT  1.00007290   +0 46 23.4
 GR1530;UTM  11      - 3,990,031.541   746,106.578   MT  1.00034638   +1 36 25.4
 GR1530
 GR1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1530!SPC AZ W     -   0.99994696  x   0.99996027  =   0.99990724
 GR1530!SPC NV E     -   0.99994696  x   1.00007290  =   1.00001986
 GR1530!UTM  11      -   0.99994696  x   1.00034638  =   1.00029332
 GR1530
 GR1530:                Primary Azimuth Mark                     Grid Az
 GR1530:SPC AZ W     -  A 42                                     297 33 03.2
 GR1530:SPC NV E     -  A 42                                     296 28 21.2
 GR1530:UTM  11      -  A 42                                     295 38 19.2
 GR1530
 GR1530|---------------------------------------------------------------------|
 GR1530| PID    Reference Object                     Distance      Geod. Az  |
 GR1530|                                                           dddmmss.s |
 GR1530| GR1531 A 42                                APPROX. 1.0 KM 2971444.6 |
 GR1530|---------------------------------------------------------------------|
 GR1530
 GR1530                          SUPERSEDED SURVEY CONTROL
 GR1530
 GR1530  NAD 83(1986)-  36 01 25.41577(N)    114 16 07.88341(W) AD(       ) 3
 GR1530  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1530
 GR1530.Superseded values are not recommended for survey control.
 GR1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1530.See file dsdata.txt to determine how the superseded data were derived.
 GR1530
 GR1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4610790032(NAD 83)
 GR1530_MARKER: DS = TRIANGULATION STATION DISK
 GR1530_SETTING: 66 = SET IN ROCK OUTCROP
 GR1530_SP_SET: SET IN ROCK OUTCROP
 GR1530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1530+STABILITY: POSITION/ELEVATION WELL
 GR1530
 GR1530  HISTORY     - Date     Condition        Report By
 GR1530  HISTORY     - 1948     MONUMENTED       USGS
 GR1530
 GR1530                          STATION DESCRIPTION
 GR1530
 GR1530'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1530'LOCATED ABOUT 1.7 MI S. OF THE TEMPLE.  ABOUT 60 FT. N. OF HIGH
 GR1530'WATER MARK AT NORTH END OF SPUR RIDGE, ABOUT 10 FT. BELOW HIGH
 GR1530'WATER MARK.
 GR1530'
 GR1530'TO REACH NOT GIVEN.
 GR1530'
 GR1530'STATION MARK--STANDARD TABLET STAMPED---A41 1948---, CEMENTED IN
 GR1530'ROCK OUTCROP.
 GR1530'
 GR1530'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0367 ***********************************************************************
 ER0367  DESIGNATION -  A 410
 ER0367  PID         -  ER0367
 ER0367  STATE/COUNTY-  AZ/APACHE
 ER0367  USGS QUAD   -  GREER (1969)
 ER0367
 ER0367                         *CURRENT SURVEY CONTROL
 ER0367  ___________________________________________________________________
 ER0367* NAD 83(1986)-  34 05 53.     (N)    109 24 01.     (W)     SCALED    
 ER0367* NAVD 88     -      2289.197  (meters)    7510.47   (feet)  ADJUSTED  
 ER0367  ___________________________________________________________________
 ER0367  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ER0367  DYNAMIC HT  -        2285.587 (meters)    7498.63  (feet)  COMP
 ER0367  MODELED GRAV-     978,976.6   (mgal)                       NAVD 88
 ER0367
 ER0367  VERT ORDER  -  FIRST     CLASS II
 ER0367
 ER0367.The horizontal coordinates were scaled from a topographic map and have
 ER0367.an estimated accuracy of +/- 6 seconds.
 ER0367
 ER0367.The orthometric height was determined by differential leveling
 ER0367.and adjusted by the National Geodetic Survey in June 1991..
 ER0367
 ER0367.The geoid height was determined by GEOID03.
 ER0367
 ER0367.The dynamic height is computed by dividing the NAVD 88
 ER0367.geopotential number by the normal gravity value computed on the
 ER0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0367.degrees latitude (g = 980.6199 gals.).
 ER0367
 ER0367.The modeled gravity was interpolated from observed gravity values.
 ER0367
 ER0367;                    North         East    Units  Estimated Accuracy
 ER0367;SPC AZ E     -   343,800.      284,080.      MT  (+/- 180 meters Scaled)
 ER0367
 ER0367                          SUPERSEDED SURVEY CONTROL
 ER0367
 ER0367.No superseded survey control is available for this station.
 ER0367
 ER0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC475741(NAD 83)
 ER0367_MARKER: I = METAL ROD
 ER0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0367_SP_SET: STAINLESS STEEL ROD
 ER0367_STAMPING: A 410 1980
 ER0367_PROJECTION: FLUSH
 ER0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0367_ROD/PIPE-DEPTH: 6.7  meters
 ER0367
 ER0367  HISTORY     - Date     Condition        Report By
 ER0367  HISTORY     - 1980     MONUMENTED       NGS
 ER0367
 ER0367                          STATION DESCRIPTION
 ER0367
 ER0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0367'10.5 KM WEST FROM EAGAR.
 ER0367'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0367'OFFICE IN EAGAR, THENCE 10.3 KM (6.4 MI) WEST ALONG STATE
 ER0367'HIGHWAY 260, 0.4 KM (0.25 MI) EAST OF MILE POST 390, 30.0
 ER0367'METERS (98.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 ER0367'0.5 METERS (1.6 FT) SOUTH-SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS
 ER0367'REACHED AT 6.7 METERS (22.0 FT).  ACCESS TO THR DATUM POINT IS
 ER0367'THOROUGH A 5-INCH LOGO CAP.
 ER0367'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 ER0367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0366 ***********************************************************************
 ER0366  DESIGNATION -  A 411
 ER0366  PID         -  ER0366
 ER0366  STATE/COUNTY-  AZ/APACHE
 ER0366  USGS QUAD   -  GREER (1969)
 ER0366
 ER0366                         *CURRENT SURVEY CONTROL
 ER0366  ___________________________________________________________________
 ER0366* NAD 83(1986)-  34 05 54.     (N)    109 24 39.     (W)     SCALED    
 ER0366* NAVD 88     -      2313.251  (meters)    7589.39   (feet)  ADJUSTED  
 ER0366  ___________________________________________________________________
 ER0366  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ER0366  DYNAMIC HT  -        2309.593 (meters)    7577.39  (feet)  COMP
 ER0366  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 ER0366
 ER0366  VERT ORDER  -  FIRST     CLASS II
 ER0366
 ER0366.The horizontal coordinates were scaled from a topographic map and have
 ER0366.an estimated accuracy of +/- 6 seconds.
 ER0366
 ER0366.The orthometric height was determined by differential leveling
 ER0366.and adjusted by the National Geodetic Survey in June 1991..
 ER0366
 ER0366.The geoid height was determined by GEOID03.
 ER0366
 ER0366.The dynamic height is computed by dividing the NAVD 88
 ER0366.geopotential number by the normal gravity value computed on the
 ER0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0366.degrees latitude (g = 980.6199 gals.).
 ER0366
 ER0366.The modeled gravity was interpolated from observed gravity values.
 ER0366
 ER0366;                    North         East    Units  Estimated Accuracy
 ER0366;SPC AZ E     -   343,820.      283,100.      MT  (+/- 180 meters Scaled)
 ER0366
 ER0366                          SUPERSEDED SURVEY CONTROL
 ER0366
 ER0366.No superseded survey control is available for this station.
 ER0366
 ER0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC465741(NAD 83)
 ER0366_MARKER: I = METAL ROD
 ER0366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0366+WITH SETTING: INFORMATION.
 ER0366_SP_SET: SHALLOW SET METAL ROD
 ER0366_STAMPING: A 411 1980
 ER0366_PROJECTION: FLUSH
 ER0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0366_ROD/PIPE-DEPTH: 2.4  meters
 ER0366
 ER0366  HISTORY     - Date     Condition        Report By
 ER0366  HISTORY     - 1980     MONUMENTED       NGS
 ER0366  HISTORY     - 20050729 GOOD             USPSQD
 ER0366
 ER0366                          STATION DESCRIPTION
 ER0366
 ER0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0366'11.5 KM WEST FROM EAGAR.
 ER0366'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0366'OFFICE IN EAGAR, THENCE 11.3 KM (7.0 MI) WEST ALONG STATE
 ER0366'HIGHWAY 260, 0.4 KM (0.25 MI) EAST OF MILE POST 390, 0.4
 ER0366'KM (0.25 MI) WEST OF A DIRT ROAD LEADING NORTH, 30.2
 ER0366'METERS (99.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 ER0366'2.2 METERS (7.2 FT) WEST-SOUTHWEST OF A TELEPHONE POLE AND 0.5 METERS
 ER0366'(1.5 FT) NORTH-NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 ER0366'2.4 METERS (8.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 ER0366'INCH LOGO CAP.
 ER0366'THE MARK IS 0.6 METERS  NNE FROM A WITNESS POST.
 ER0366'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ER0366
 ER0366                          STATION RECOVERY (2005)
 ER0366
 ER0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0366'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1003 ***********************************************************************
 DV1003  DESIGNATION -  A 413 30
 DV1003  PID         -  DV1003
 DV1003  STATE/COUNTY-  AZ/LA PAZ
 DV1003  USGS QUAD   -  HOPE SE (1990)
 DV1003
 DV1003                         *CURRENT SURVEY CONTROL
 DV1003  ___________________________________________________________________
 DV1003* NAD 83(1986)-  33 35 31.     (N)    113 30 29.     (W)     SCALED    
 DV1003* NAVD 88     -       433.67   (+/-2cm)    1422.8    (feet)  VERTCON   
 DV1003  ___________________________________________________________________
 DV1003  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1003
 DV1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1003
 DV1003.The horizontal coordinates were scaled from a topographic map and have
 DV1003.an estimated accuracy of +/- 6 seconds.
 DV1003
 DV1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1003.The vertical order pertains to the NGVD 29 superseded value.
 DV1003
 DV1003.The geoid height was determined by GEOID03.
 DV1003
 DV1003;                    North         East    Units  Estimated Accuracy
 DV1003;SPC AZ W     -   287,430.      235,820.      MT  (+/- 180 meters Scaled)
 DV1003
 DV1003                          SUPERSEDED SURVEY CONTROL
 DV1003
 DV1003  NGVD 29 (??/??/92)  432.983  (m)         1420.55   (f) ADJ UNCH    2 0
 DV1003
 DV1003.Superseded values are not recommended for survey control.
 DV1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1003.See file dsdata.txt to determine how the superseded data were derived.
 DV1003
 DV1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC672197(NAD 83)
 DV1003_MARKER: DB = BENCH MARK DISK
 DV1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1003_STAMPING: A 413 30 1962
 DV1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1003+STABILITY: SURFACE MOTION
 DV1003
 DV1003  HISTORY     - Date     Condition        Report By
 DV1003  HISTORY     - 1962     MONUMENTED       CGS
 DV1003
 DV1003                          STATION DESCRIPTION
 DV1003
 DV1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1003'18.4 MI SE FROM SALOME.
 DV1003'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1003'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1003'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1003'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1003'RIGHT FORK OF THE ROAD AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT
 DV1003'AND A ROAD FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A
 DV1003'BLADED TRACK, THENCE 1.0 MILE EAST-SOUTHEAST ALONG THE BLADED TRACK
 DV1003'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1003'10, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1003'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0983 ***********************************************************************
 DU0983  DESIGNATION -  A 414
 DU0983  PID         -  DU0983
 DU0983  STATE/COUNTY-  AZ/MARICOPA
 DU0983  USGS QUAD   -  GUADALUPE (1982)
 DU0983
 DU0983                         *CURRENT SURVEY CONTROL
 DU0983  ___________________________________________________________________
 DU0983* NAD 83(1986)-  33 20 56.     (N)    111 58 12.     (W)     SCALED    
 DU0983* NAVD 88     -       382.69   (+/-2cm)    1255.5    (feet)  VERTCON   
 DU0983  ___________________________________________________________________
 DU0983  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0983
 DU0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0983
 DU0983.The horizontal coordinates were scaled from a topographic map and have
 DU0983.an estimated accuracy of +/- 6 seconds.
 DU0983
 DU0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0983.The vertical order pertains to the NGVD 29 superseded value.
 DU0983
 DU0983.The geoid height was determined by GEOID03.
 DU0983
 DU0983;                    North         East    Units  Estimated Accuracy
 DU0983;SPC AZ C     -   260,440.      208,400.      MT  (+/- 180 meters Scaled)
 DU0983
 DU0983                          SUPERSEDED SURVEY CONTROL
 DU0983
 DU0983  NGVD 29 (??/??/92)  382.089  (m)         1253.57   (f) ADJ UNCH    2 0
 DU0983
 DU0983.Superseded values are not recommended for survey control.
 DU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0983.See file dsdata.txt to determine how the superseded data were derived.
 DU0983
 DU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097903(NAD 83)
 DU0983_MARKER: DB = BENCH MARK DISK
 DU0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0983_STAMPING: A 414 1962
 DU0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0983+STABILITY: SURFACE MOTION
 DU0983
 DU0983  HISTORY     - Date     Condition        Report By
 DU0983  HISTORY     - 1962     MONUMENTED       CGS
 DU0983
 DU0983                          STATION DESCRIPTION
 DU0983
 DU0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0983'2.0 MI SW FROM GUADALUPE.
 DU0983'1.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0983'GUADALUPE, THENCE 0.4 MILE WEST ALONG EAST ELLIOT STREET, AT THE
 DU0983'JUNCTION OF A NORTH-SOUTH DIRT ROAD, 44 FEET NORTH OF THE CENTER OF
 DU0983'EAST ELLIOT STREET, 60 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1.7
 DU0983'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DU0983'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1042 ***********************************************************************
 DV1042  DESIGNATION -  A 415 52
 DV1042  PID         -  DV1042
 DV1042  STATE/COUNTY-  AZ/MARICOPA
 DV1042  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1042
 DV1042                         *CURRENT SURVEY CONTROL
 DV1042  ___________________________________________________________________
 DV1042* NAD 83(1986)-  33 31 57.     (N)    113 07 41.     (W)     SCALED    
 DV1042* NAVD 88     -       376.99   (+/-2cm)    1236.8    (feet)  VERTCON   
 DV1042  ___________________________________________________________________
 DV1042  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV1042
 DV1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1042
 DV1042.The horizontal coordinates were scaled from a topographic map and have
 DV1042.an estimated accuracy of +/- 6 seconds.
 DV1042
 DV1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1042.The vertical order pertains to the NGVD 29 superseded value.
 DV1042
 DV1042.The geoid height was determined by GEOID03.
 DV1042
 DV1042;                    North         East    Units  Estimated Accuracy
 DV1042;SPC AZ C     -   281,460.      100,850.      MT  (+/- 180 meters Scaled)
 DV1042
 DV1042                          SUPERSEDED SURVEY CONTROL
 DV1042
 DV1042  NGVD 29 (??/??/92)  376.390  (m)         1234.87   (f) ADJ UNCH    2 0
 DV1042
 DV1042.Superseded values are not recommended for survey control.
 DV1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1042.See file dsdata.txt to determine how the superseded data were derived.
 DV1042
 DV1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC023123(NAD 83)
 DV1042_MARKER: DB = BENCH MARK DISK
 DV1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1042_STAMPING: A 415 52 1962
 DV1042_MARK LOGO: CGS   
 DV1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1042+STABILITY: SURFACE MOTION
 DV1042
 DV1042  HISTORY     - Date     Condition        Report By
 DV1042  HISTORY     - 1962     MONUMENTED       CGS
 DV1042  HISTORY     - 1981     GOOD             NGS
 DV1042
 DV1042                          STATION DESCRIPTION
 DV1042
 DV1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1042'15.5 MI NW FROM TONOPAH.
 DV1042'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1042'THENCE 6.2 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 2.1
 DV1042'MILES SOUTH-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE
 DV1042'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET NORTHWEST OF
 DV1042'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV1042'INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT
 DV1042'TONOPAH BY GOING 7.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.4 MILES
 DV1042'NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 0.8 MILE NORTHEAST
 DV1042'ALONG A TRACK ROAD, THENCE 0.6 MILE WEST-NORTHWEST ALONG A BLADED
 DV1042'TRACK.
 DV1042
 DV1042                          STATION RECOVERY (1981)
 DV1042
 DV1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0882 ***********************************************************************
 DV0882  DESIGNATION -  A 416 75
 DV0882  PID         -  DV0882
 DV0882  STATE/COUNTY-  AZ/MARICOPA
 DV0882  USGS QUAD   -  BUCKEYE NW (1982)
 DV0882
 DV0882                         *CURRENT SURVEY CONTROL
 DV0882  ___________________________________________________________________
 DV0882* NAD 83(1986)-  33 27 02.     (N)    112 43 43.     (W)     SCALED    
 DV0882* NAVD 88     -       326.38   (+/-2cm)    1070.8    (feet)  VERTCON   
 DV0882  ___________________________________________________________________
 DV0882  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0882
 DV0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0882
 DV0882.The horizontal coordinates were scaled from a topographic map and have
 DV0882.an estimated accuracy of +/- 6 seconds.
 DV0882
 DV0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0882.The vertical order pertains to the NGVD 29 superseded value.
 DV0882
 DV0882.The geoid height was determined by GEOID03.
 DV0882
 DV0882;                    North         East    Units  Estimated Accuracy
 DV0882;SPC AZ C     -   272,010.      137,880.      MT  (+/- 180 meters Scaled)
 DV0882
 DV0882                          SUPERSEDED SURVEY CONTROL
 DV0882
 DV0882  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    2 0
 DV0882
 DV0882.Superseded values are not recommended for survey control.
 DV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0882.See file dsdata.txt to determine how the superseded data were derived.
 DV0882
 DV0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC393025(NAD 83)
 DV0882_MARKER: DB = BENCH MARK DISK
 DV0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0882_STAMPING: A 416 75 1962
 DV0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0882+STABILITY: SURFACE MOTION
 DV0882
 DV0882  HISTORY     - Date     Condition        Report By
 DV0882  HISTORY     - 1962     MONUMENTED       CGS
 DV0882  HISTORY     - 1974     GOOD             NGS
 DV0882
 DV0882                          STATION DESCRIPTION
 DV0882
 DV0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0882'14.15 MI SE FROM TONOPAH.
 DV0882'12.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0882'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD TO THE JUNCTION OF A BLADED
 DV0882'TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0882'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, SET IN TOP OF
 DV0882'A CONCRETE POST PROJECTING 3 INCHES, AND IN THE CENTER OF THE MEDIAN
 DV0882'STRIP.
 DV0882
 DV0882                          STATION RECOVERY (1974)
 DV0882
 DV0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0883 ***********************************************************************
 DV0883  DESIGNATION -  A 416 75 RESET
 DV0883  PID         -  DV0883
 DV0883  STATE/COUNTY-  AZ/MARICOPA
 DV0883  USGS QUAD   -  BUCKEYE NW (1982)
 DV0883
 DV0883                         *CURRENT SURVEY CONTROL
 DV0883  ___________________________________________________________________
 DV0883* NAD 83(1986)-  33 27 02.     (N)    112 43 42.     (W)     SCALED    
 DV0883* NAVD 88     -       326.00   (+/-2cm)    1069.6    (feet)  VERTCON   
 DV0883  ___________________________________________________________________
 DV0883  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0883
 DV0883  VERT ORDER  -  THIRD (See Below)
 DV0883
 DV0883.The horizontal coordinates were scaled from a topographic map and have
 DV0883.an estimated accuracy of +/- 6 seconds.
 DV0883
 DV0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0883.The vertical order pertains to the NGVD 29 superseded value.
 DV0883
 DV0883.The geoid height was determined by GEOID03.
 DV0883
 DV0883;                    North         East    Units  Estimated Accuracy
 DV0883;SPC AZ C     -   272,010.      137,900.      MT  (+/- 180 meters Scaled)
 DV0883
 DV0883                          SUPERSEDED SURVEY CONTROL
 DV0883
 DV0883  NGVD 29 (03/28/06)  325.36   (m)         1067.5    (f) RESET       3  
 DV0883
 DV0883.Superseded values are not recommended for survey control.
 DV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0883.See file dsdata.txt to determine how the superseded data were derived.
 DV0883
 DV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC393025(NAD 83)
 DV0883_MARKER: DB = BENCH MARK DISK
 DV0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0883_SP_SET: MONUMENT
 DV0883_STAMPING: A 416 RESET 1974
 DV0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0883
 DV0883  HISTORY     - Date     Condition        Report By
 DV0883  HISTORY     - 1974     MONUMENTED       NGS
 DV0883
 DV0883                          STATION DESCRIPTION
 DV0883
 DV0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0883'16.1 MI SE FROM TONOPAH.
 DV0883'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0883'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0883'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.0 MILE WEST ALONG THE SOUTH
 DV0883'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0883'INCHES.  75 YARDS EAST OF A PROMINENT WASH, 39 FEET WEST OF A SMALL
 DV0883'WASH AND 2 FEET WEST OF A WITNESS POST AND SIGN SET IN THE SOUTH RIGHT
 DV0883'OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1471 ***********************************************************************
 CZ1471  DESIGNATION -  A 418
 CZ1471  PID         -  CZ1471
 CZ1471  STATE/COUNTY-  AZ/PIMA
 CZ1471  USGS QUAD   -  TUCSON (1992)
 CZ1471
 CZ1471                         *CURRENT SURVEY CONTROL
 CZ1471  ___________________________________________________________________
 CZ1471* NAD 83(1986)-  32 11 26.     (N)    110 54 58.     (W)     SCALED    
 CZ1471* NAVD 88     -       773.818  (meters)    2538.77   (feet)  ADJUSTED  
 CZ1471  ___________________________________________________________________
 CZ1471  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ1471  DYNAMIC HT  -         772.742 (meters)    2535.24  (feet)  COMP
 CZ1471  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 CZ1471  OBS GRAVITY -     979,223.9   (mgal)                       GRAV_OBS
 CZ1471
 CZ1471  VERT ORDER  -  FIRST     CLASS II
 CZ1471
 CZ1471.The horizontal coordinates were scaled from a topographic map and have
 CZ1471.an estimated accuracy of +/- 6 seconds.
 CZ1471
 CZ1471.The orthometric height was determined by differential leveling
 CZ1471.and adjusted by the National Geodetic Survey in June 1991..
 CZ1471
 CZ1471.The geoid height was determined by GEOID03.
 CZ1471
 CZ1471.The dynamic height is computed by dividing the NAVD 88
 CZ1471.geopotential number by the normal gravity value computed on the
 CZ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1471.degrees latitude (g = 980.6199 gals.).
 CZ1471
 CZ1471.The modeled gravity was interpolated from observed gravity values.
 CZ1471.The observed gravity was obtained from relative gravimeter ties
 CZ1471.to the IGSN71 gravity network.
 CZ1471
 CZ1471;                    North         East    Units  Estimated Accuracy
 CZ1471;SPC AZ C     -   132,430.      307,700.      MT  (+/- 180 meters Scaled)
 CZ1471
 CZ1471                          SUPERSEDED SURVEY CONTROL
 CZ1471
 CZ1471.No superseded survey control is available for this station.
 CZ1471
 CZ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA079615(NAD 83)
 CZ1471_MARKER: DB = BENCH MARK DISK
 CZ1471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1471_SP_SET: OVERPASS PIER
 CZ1471_STAMPING: A 418 1979
 CZ1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1471
 CZ1471  HISTORY     - Date     Condition        Report By
 CZ1471  HISTORY     - 1979     MONUMENTED       NGS
 CZ1471  HISTORY     - 19960522 GOOD             USPSQD
 CZ1471
 CZ1471                          STATION DESCRIPTION
 CZ1471
 CZ1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1471'3.8 MI SE FROM TUCSON.
 CZ1471'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1471'STATION AT TUCSON, AT THE PALO VERDE ROAD OVERPASS, SET VERTICALLY IN
 CZ1471'THE NORTHWEST END OF THE FIRST CONCRETE PIER NORTHEAST OF THE
 CZ1471'NORTHEAST TRACKS (THIRD PIER SOUTHWEST OF THE NORTHEAST END OF THE
 CZ1471'OVERPASS), 27.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 CZ1471'SET OF TRACKS AND 3.0 FEET ABOVE THE GROUND.
 CZ1471'THE MARK IS 1 FT ABOVE THE RAILS.
 CZ1471
 CZ1471                          STATION RECOVERY (1996)
 CZ1471
 CZ1471'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0609 ***********************************************************************
 CY0609  DESIGNATION -  A 419
 CY0609  PID         -  CY0609
 CY0609  STATE/COUNTY-  AZ/COCHISE
 CY0609  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0609
 CY0609                         *CURRENT SURVEY CONTROL
 CY0609  ___________________________________________________________________
 CY0609* NAD 83(1986)-  32 10 20.     (N)    109 53 09.     (W)     SCALED    
 CY0609* NAVD 88     -      1261.436  (meters)    4138.56   (feet)  ADJUSTED  
 CY0609  ___________________________________________________________________
 CY0609  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0609  DYNAMIC HT  -        1259.528 (meters)    4132.30  (feet)  COMP
 CY0609  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CY0609
 CY0609  VERT ORDER  -  FIRST     CLASS II
 CY0609
 CY0609.The horizontal coordinates were scaled from a topographic map and have
 CY0609.an estimated accuracy of +/- 6 seconds.
 CY0609
 CY0609.The orthometric height was determined by differential leveling
 CY0609.and adjusted by the National Geodetic Survey in June 1991..
 CY0609
 CY0609.The geoid height was determined by GEOID03.
 CY0609
 CY0609.The dynamic height is computed by dividing the NAVD 88
 CY0609.geopotential number by the normal gravity value computed on the
 CY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0609.degrees latitude (g = 980.6199 gals.).
 CY0609
 CY0609.The modeled gravity was interpolated from observed gravity values.
 CY0609
 CY0609;                    North         East    Units  Estimated Accuracy
 CY0609;SPC AZ E     -   130,000.      239,840.      MT  (+/- 180 meters Scaled)
 CY0609
 CY0609                          SUPERSEDED SURVEY CONTROL
 CY0609
 CY0609.No superseded survey control is available for this station.
 CY0609
 CY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA050600(NAD 83)
 CY0609_MARKER: DB = BENCH MARK DISK
 CY0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0609_SP_SET: STAINLESS STEEL ROD
 CY0609_STAMPING: A 419 1979
 CY0609_PROJECTION: FLUSH
 CY0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0609_ROD/PIPE-DEPTH: 7.6  meters
 CY0609
 CY0609  HISTORY     - Date     Condition        Report By
 CY0609  HISTORY     - 1979     MONUMENTED       NGS
 CY0609
 CY0609                          STATION DESCRIPTION
 CY0609
 CY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0609'10.0 KM SW FROM WILLCOX.
 CY0609'10.0 KILOMETERS (6.2 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0609'RAILROAD FROM THE STATION IN WILLCOX, MIDWAY BETWEEN A 2-POLE
 CY0609'TELEPHONE STRUCTURE AND IN LINE WITH THE ROW OF POLES, 5 POLES
 CY0609'SOUTHWEST OF AN ANGLE IN THE POLE LINE, 62.5 METERS (205 FEET)
 CY0609'NORTHWEST OF THE NORTHWEST RAIL, 12.1 METERS (39.7 FEET) NORTHWEST
 CY0609'OF THE CENTERLINE OF A GRAVEL ROAD AND 0.9 METER (3.2 FEET) SOUTHEAST
 CY0609'OF TELEPHONE POLE 8265R.
 CY0609'THE MARK IS 3 METERS  SW FROM A WITNESS POST.
 CY0609'THE MARK IS 1 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0204 ***********************************************************************
 ER0204  DESIGNATION -  A 42
 ER0204  PID         -  ER0204
 ER0204  STATE/COUNTY-  AZ/APACHE
 ER0204  USGS QUAD   -  GREER (1969)
 ER0204
 ER0204                         *CURRENT SURVEY CONTROL
 ER0204  ___________________________________________________________________
 ER0204* NAD 83(1986)-  34 04 25.     (N)    109 27 40.     (W)     SCALED    
 ER0204* NAVD 88     -      2490.200  (meters)    8169.93   (feet)  ADJUSTED  
 ER0204  ___________________________________________________________________
 ER0204  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0204  DYNAMIC HT  -        2486.180 (meters)    8156.74  (feet)  COMP
 ER0204  MODELED GRAV-     978,931.5   (mgal)                       NAVD 88
 ER0204
 ER0204  VERT ORDER  -  FIRST     CLASS II
 ER0204
 ER0204.The horizontal coordinates were scaled from a topographic map and have
 ER0204.an estimated accuracy of +/- 6 seconds.
 ER0204
 ER0204.The orthometric height was determined by differential leveling
 ER0204.and adjusted by the National Geodetic Survey in June 1991..
 ER0204.WARNING-Repeat measurements at this control monument indicate possible
 ER0204.vertical movement.
 ER0204
 ER0204.The geoid height was determined by GEOID03.
 ER0204
 ER0204.The dynamic height is computed by dividing the NAVD 88
 ER0204.geopotential number by the normal gravity value computed on the
 ER0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0204.degrees latitude (g = 980.6199 gals.).
 ER0204
 ER0204.The modeled gravity was interpolated from observed gravity values.
 ER0204
 ER0204;                    North         East    Units  Estimated Accuracy
 ER0204;SPC AZ E     -   341,040.      278,480.      MT  (+/- 180 meters Scaled)
 ER0204
 ER0204                          SUPERSEDED SURVEY CONTROL
 ER0204
 ER0204  NGVD 29 (??/??/92) 2489.096  (m)         8166.31   (f) ADJ UNCH    1 2
 ER0204
 ER0204.Superseded values are not recommended for survey control.
 ER0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0204.See file dsdata.txt to determine how the superseded data were derived.
 ER0204
 ER0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC419713(NAD 83)
 ER0204_MARKER: DB = BENCH MARK DISK
 ER0204_SETTING: 66 = SET IN ROCK OUTCROP
 ER0204_SP_SET: ROCK OUTCROP
 ER0204_STAMPING: A 42 1934
 ER0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0204+STABILITY: POSITION/ELEVATION WELL
 ER0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0204+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 ER0204
 ER0204  HISTORY     - Date     Condition        Report By
 ER0204  HISTORY     - 1934     MONUMENTED       CGS
 ER0204  HISTORY     - 1980     GOOD             NGS
 ER0204  HISTORY     - 20040405 GOOD             GEOCAC
 ER0204
 ER0204                          STATION DESCRIPTION
 ER0204
 ER0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0204'11.2 MI W FROM EAGAR.
 ER0204'11.2 MILES WEST ALONG STATE HIGHWAY 73 FROM THE SCHOOL AT EDGAR,
 ER0204'APACHE COUNTY, 0.3 MILE EAST OF THE JUNCTION WITH A ROAD LEADING TO
 ER0204'GREER, 150 YARDS EAST OF A BRIDGE AT THE NORTH EDGE OF A ROCKY RIM, AT
 ER0204'THE CROSSING OF A WASH, 37 FEET SOUTH OF THE CENTERLINE OF THE
 ER0204'HIGHWAY, 30 YARDS NORTH OF THE CENTERLINE OF THE WASH, AND IN THE TOP
 ER0204'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 42 1934.  NOTE-- 9.9
 ER0204'MILES WEST ALONG STATE HWY. 73 FROM EAGAR TO OLD HIGHWAY ROAD FORKS,
 ER0204'THEN 0.5 MILES ALONG OLD HIGHWAY WEST TO EAST EDGE OF CREEK, BM IS 35
 ER0204'FEET SOUTH OF OLD HIGHWAY IN TOP OF ROCK LEDGE.
 ER0204
 ER0204                          STATION RECOVERY (1980)
 ER0204
 ER0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0204'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0204'OFFICE IN EAGAR, THENCE 15.8 KM ( 9.8 MI) WEST ALONG STATE
 ER0204'HIGHWAY 260, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT
 ER0204'ROAD, IN THE TOP OF A 3 BY 3 FT ROCK OUTROCK ON THE WEST END
 ER0204'OF A ROCKY RIDGE, 137.2 METERS (450.0 FT) EAST OF AN ABANDONED
 ER0204'BRIDGE, 27.4 METERS (90.0 FT) NORTH OF THE CENTER OF A WASH AND 10.7
 ER0204'METERS (35.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 ER0204'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 ER0204'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ER0204
 ER0204                          STATION RECOVERY (2004)
 ER0204
 ER0204'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0204'RECOVERED AS DESCRIBED.  CIVILIAN GPS COORDINATES 34  04.420'N 109
 ER0204'27.672'W.
 ER0204' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1531 ***********************************************************************
 GR1531  DESIGNATION -  A 42
 GR1531  PID         -  GR1531
 GR1531  STATE/COUNTY-  AZ/MOHAVE
 GR1531  USGS QUAD   -  THE TEMPLE (1983)
 GR1531
 GR1531                         *CURRENT SURVEY CONTROL
 GR1531  ___________________________________________________________________
 GR1531* NAD 83(1992)-  36 01 40.89155(N)    114 16 44.87137(W)     ADJUSTED  
 GR1531* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1531  ___________________________________________________________________
 GR1531  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 GR1531  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR1531
 GR1531  HORZ ORDER  -  THIRD
 GR1531
 GR1531.The horizontal coordinates were established by classical geodetic methods
 GR1531.and adjusted by the National Geodetic Survey in August 1993..
 GR1531
 GR1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1531
 GR1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1531
 GR1531.The geoid height was determined by GEOID03.
 GR1531
 GR1531;                    North         East     Units Scale Factor Converg.
 GR1531;SPC AZ W     -   557,770.371   165,671.458   MT  0.99996135   -0 18 40.4
 GR1531;SPC AZ W     - 1,829,955.29    543,541.53   iFT  0.99996135   -0 18 40.4
 GR1531;SPC NV E     - 8,142,566.776   317,541.479   MT  1.00007019   +0 46 01.9
 GR1531;SPC NV E     -26,714,404.50  1,041,800.67   sFT  1.00007019   +0 46 01.9
 GR1531;UTM  11      - 3,990,482.348   745,167.297   MT  1.00034069   +1 36 04.2
 GR1531
 GR1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1531!SPC AZ W     -   0.99994650  x   0.99996135  =   0.99990785
 GR1531!SPC NV E     -   0.99994650  x   1.00007019  =   1.00001668
 GR1531!UTM  11      -   0.99994650  x   1.00034069  =   1.00028717
 GR1531
 GR1531:                Primary Azimuth Mark                     Grid Az
 GR1531:SPC AZ W     -  A 40                                     337 15 00.9
 GR1531:SPC NV E     -  A 40                                     336 10 18.6
 GR1531:UTM  11      -  A 40                                     335 20 16.3
 GR1531
 GR1531|---------------------------------------------------------------------|
 GR1531| PID    Reference Object                     Distance      Geod. Az  |
 GR1531|                                                           dddmmss.s |
 GR1531| GR1529 A 40                                APPROX. 1.4 KM 3365620.5 |
 GR1531|---------------------------------------------------------------------|
 GR1531
 GR1531                          SUPERSEDED SURVEY CONTROL
 GR1531
 GR1531  NAD 83(1986)-  36 01 40.88368(N)    114 16 44.86694(W) AD(       ) 3
 GR1531  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1531
 GR1531.Superseded values are not recommended for survey control.
 GR1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1531.See file dsdata.txt to determine how the superseded data were derived.
 GR1531
 GR1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4516790482(NAD 83)
 GR1531_MARKER: DS = TRIANGULATION STATION DISK
 GR1531_SETTING: 80 = SET IN A BOULDER
 GR1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1531+STABILITY: SURFACE MOTION
 GR1531
 GR1531  HISTORY     - Date     Condition        Report By
 GR1531  HISTORY     - 1948     MONUMENTED       USGS
 GR1531
 GR1531                          STATION DESCRIPTION
 GR1531
 GR1531'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1531'LOCATED ABOUT 1.5 MI S. OF THE TEMPLE.  ON PROMINENT RIDGE, ABOUT
 GR1531'20 FT. S. OF WHERE RIDGE DROPS OFF ABRUPTLY TOWARD LAKE, ABOUT 40
 GR1531'FT. ABOVE HIGH WATER MARK.
 GR1531'
 GR1531'TO REACH NOT GIVEN.
 GR1531'
 GR1531'STATION MARK--STANDARD TABLET STAMPED---A42 1948---, CEMENTED IN
 GR1531'TOP OF BOULDER SET IN PLACE.
 GR1531'
 GR1531'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0589 ***********************************************************************
 CY0589  DESIGNATION -  A 420
 CY0589  PID         -  CY0589
 CY0589  STATE/COUNTY-  AZ/COCHISE
 CY0589  USGS QUAD   -  COCHISE (1985)
 CY0589
 CY0589                         *CURRENT SURVEY CONTROL
 CY0589  ___________________________________________________________________
 CY0589* NAD 83(1986)-  32 06 26.     (N)    109 54 48.     (W)     SCALED    
 CY0589* NAVD 88     -      1280.948  (meters)    4202.58   (feet)  ADJUSTED  
 CY0589  ___________________________________________________________________
 CY0589  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0589  DYNAMIC HT  -        1279.010 (meters)    4196.22  (feet)  COMP
 CY0589  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 CY0589
 CY0589  VERT ORDER  -  FIRST     CLASS II
 CY0589
 CY0589.The horizontal coordinates were scaled from a topographic map and have
 CY0589.an estimated accuracy of +/- 6 seconds.
 CY0589
 CY0589.The orthometric height was determined by differential leveling
 CY0589.and adjusted by the National Geodetic Survey in June 1991..
 CY0589
 CY0589.The geoid height was determined by GEOID03.
 CY0589
 CY0589.The dynamic height is computed by dividing the NAVD 88
 CY0589.geopotential number by the normal gravity value computed on the
 CY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0589.degrees latitude (g = 980.6199 gals.).
 CY0589
 CY0589.The modeled gravity was interpolated from observed gravity values.
 CY0589
 CY0589;                    North         East    Units  Estimated Accuracy
 CY0589;SPC AZ E     -   122,780.      237,270.      MT  (+/- 180 meters Scaled)
 CY0589
 CY0589                          SUPERSEDED SURVEY CONTROL
 CY0589
 CY0589.No superseded survey control is available for this station.
 CY0589
 CY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA025528(NAD 83)
 CY0589_MARKER: DB = BENCH MARK DISK
 CY0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0589_SP_SET: STAINLESS STEEL ROD
 CY0589_STAMPING: A 420 1980
 CY0589_PROJECTION: FLUSH
 CY0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0589_ROD/PIPE-DEPTH: 6.0  meters
 CY0589
 CY0589  HISTORY     - Date     Condition        Report By
 CY0589  HISTORY     - 1980     MONUMENTED       NGS
 CY0589
 CY0589                          STATION DESCRIPTION
 CY0589
 CY0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0589'18.0 KM SW FROM WILLCOX.
 CY0589'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0589'RAILROAD FROM THE STATION IN WILLCOX, THENCE 2.9 KILOMETERS (1.85
 CY0589'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.1 KILOMETER (0.05 MILE)
 CY0589'NORTH OF A POWERLINE CROSSING, 14.6 METERS (48.5 FEET) EAST OF THE
 CY0589'CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FEET) EAST OF HIGHWAY
 CY0589'MILEPOST 61, 38.3 METERS (126 FEET) NORTH OF THE CENTER OF A METAL
 CY0589'GATE, 0.3 METER (1 FOOT) WEST OF A FENCE.
 CY0589'THE MARK IS .3 METERS  E FROM A WITNESS POST.
 CY0589'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0222 ***********************************************************************
 CF0222  DESIGNATION -  A 421
 CF0222  PID         -  CF0222
 CF0222  STATE/COUNTY-  AZ/COCHISE
 CF0222  USGS QUAD   -  ELFRIDA (1986)
 CF0222
 CF0222                         *CURRENT SURVEY CONTROL
 CF0222  ___________________________________________________________________
 CF0222* NAD 83(1986)-  31 44 14.     (N)    109 41 10.     (W)     SCALED    
 CF0222* NAVD 88     -      1280.941  (meters)    4202.55   (feet)  ADJUSTED  
 CF0222  ___________________________________________________________________
 CF0222  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0222  DYNAMIC HT  -        1278.942 (meters)    4196.00  (feet)  COMP
 CF0222  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 CF0222
 CF0222  VERT ORDER  -  FIRST     CLASS II
 CF0222
 CF0222.The horizontal coordinates were scaled from a topographic map and have
 CF0222.an estimated accuracy of +/- 6 seconds.
 CF0222
 CF0222.The orthometric height was determined by differential leveling
 CF0222.and adjusted by the National Geodetic Survey in June 1991..
 CF0222
 CF0222.The geoid height was determined by GEOID03.
 CF0222
 CF0222.The dynamic height is computed by dividing the NAVD 88
 CF0222.geopotential number by the normal gravity value computed on the
 CF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0222.degrees latitude (g = 980.6199 gals.).
 CF0222
 CF0222.The modeled gravity was interpolated from observed gravity values.
 CF0222
 CF0222;                    North         East    Units  Estimated Accuracy
 CF0222;SPC AZ E     -    81,830.      258,890.      MT  (+/- 180 meters Scaled)
 CF0222
 CF0222                          SUPERSEDED SURVEY CONTROL
 CF0222
 CF0222.No superseded survey control is available for this station.
 CF0222
 CF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244120(NAD 83)
 CF0222_MARKER: DB = BENCH MARK DISK
 CF0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0222_SP_SET: STAINLESS STEEL ROD
 CF0222_STAMPING: A 421 1980
 CF0222_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0222_ROD/PIPE-DEPTH: 3.0  meters
 CF0222
 CF0222  HISTORY     - Date     Condition        Report By
 CF0222  HISTORY     - 1980     MONUMENTED       NGS
 CF0222
 CF0222                          STATION DESCRIPTION
 CF0222
 CF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0222'6.0 KM NORTH FROM ELFRIDA.
 CF0222'6.0 KILOMETERS (3.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0222'THE POST OFFICE IN ELFRIDA, ABOUT 200 PACES NORTHEAST AND ACROSS
 CF0222'THE HIGHWAY FROM A ONE STORY BRICK HOUSE, AT A POWERLINE CROSSING
 CF0222'14.9 METERS (49 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CF0222'16.5 METERS (54 FEET) NORTHEAST OF HIGHWAY MILEPOST 28, 4.9
 CF0222'METERS (16 FEET) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 CF0222'EAST, 1.5 METERS (5 FEET) NORTHWEST OF POWER POLE WITH ONE GUY
 CF0222'WIRE, 0.4 METER (1.5 FEET) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0222'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0222'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1299 ***********************************************************************
 DU1299  DESIGNATION -  A 422
 DU1299  PID         -  DU1299
 DU1299  STATE/COUNTY-  AZ/PINAL
 DU1299  USGS QUAD   -  SACATON BUTTE (1967)
 DU1299
 DU1299                         *CURRENT SURVEY CONTROL
 DU1299  ___________________________________________________________________
 DU1299* NAD 83(1986)-  33 01 14.     (N)    111 59 24.     (W)     SCALED    
 DU1299* NAVD 88     -       369.735  (meters)    1213.04   (feet)  ADJUSTED  
 DU1299  ___________________________________________________________________
 DU1299  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DU1299  DYNAMIC HT  -         369.287 (meters)    1211.57  (feet)  COMP
 DU1299  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 DU1299  OBS GRAVITY -     979,418.8   (mgal)                       GRAV_OBS
 DU1299
 DU1299  VERT ORDER  -  FIRST     CLASS II
 DU1299
 DU1299.The horizontal coordinates were scaled from a topographic map and have
 DU1299.an estimated accuracy of +/- 6 seconds.
 DU1299
 DU1299.The orthometric height was determined by differential leveling
 DU1299.and adjusted by the National Geodetic Survey in June 1991..
 DU1299
 DU1299.The geoid height was determined by GEOID03.
 DU1299
 DU1299.The dynamic height is computed by dividing the NAVD 88
 DU1299.geopotential number by the normal gravity value computed on the
 DU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1299.degrees latitude (g = 980.6199 gals.).
 DU1299
 DU1299.The modeled gravity was interpolated from observed gravity values.
 DU1299.The observed gravity was obtained from relative gravimeter ties
 DU1299.to the IGSN71 gravity network.
 DU1299
 DU1299;                    North         East    Units  Estimated Accuracy
 DU1299;SPC AZ C     -   224,030.      206,510.      MT  (+/- 180 meters Scaled)
 DU1299
 DU1299                          SUPERSEDED SURVEY CONTROL
 DU1299
 DU1299.No superseded survey control is available for this station.
 DU1299
 DU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB075540(NAD 83)
 DU1299_MARKER: I = METAL ROD
 DU1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1299_SP_SET: STAINLESS STEEL ROD
 DU1299_STAMPING: A 422 1980
 DU1299_PROJECTION: FLUSH
 DU1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1299_ROD/PIPE-DEPTH: 6.1  meters
 DU1299
 DU1299  HISTORY     - Date     Condition        Report By
 DU1299  HISTORY     - 1980     MONUMENTED       NGS
 DU1299
 DU1299                          STATION DESCRIPTION
 DU1299
 DU1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1299'6.9 KM SE FROM MARICOPA.
 DU1299'6.9 KILOMETERS (4.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1299'RAILROAD FROM THE RAILROAD CROSSING IN MARICOPA, AT RAILROAD MILE
 DU1299'POST 902, 14.3 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 DU1299'45.7 METERS (150 FEET) NORTHWEST OF THE NORTHEAST RAILROAD SIGNAL
 DU1299'POLE NUMBER 9020, 25.3 METERS (83 FEET) SOUTHWEST OF THE CENTERLINE
 DU1299'OF A ROAD AND 2.2 METERS (7.2 FEET) SOUTHEAST OF THE MILE POST.
 DU1299'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU1299'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0876 ***********************************************************************
 CG0876  DESIGNATION -  A 423
 CG0876  PID         -  CG0876
 CG0876  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0876  USGS QUAD   -  TUBAC (1981)
 CG0876
 CG0876                         *CURRENT SURVEY CONTROL
 CG0876  ___________________________________________________________________
 CG0876* NAD 83(1986)-  31 33 03.     (N)    111 02 54.     (W)     SCALED    
 CG0876* NAVD 88     -      1005.194  (meters)    3297.87   (feet)  ADJUSTED  
 CG0876  ___________________________________________________________________
 CG0876  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0876  DYNAMIC HT  -        1003.673 (meters)    3292.88  (feet)  COMP
 CG0876  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 CG0876
 CG0876  VERT ORDER  -  FIRST     CLASS II
 CG0876
 CG0876.The horizontal coordinates were scaled from a topographic map and have
 CG0876.an estimated accuracy of +/- 6 seconds.
 CG0876
 CG0876.The orthometric height was determined by differential leveling
 CG0876.and adjusted by the National Geodetic Survey in June 1991..
 CG0876
 CG0876.The geoid height was determined by GEOID03.
 CG0876
 CG0876.The dynamic height is computed by dividing the NAVD 88
 CG0876.geopotential number by the normal gravity value computed on the
 CG0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0876.degrees latitude (g = 980.6199 gals.).
 CG0876
 CG0876.The modeled gravity was interpolated from observed gravity values.
 CG0876
 CG0876;                    North         East    Units  Estimated Accuracy
 CG0876;SPC AZ C     -    61,390.      295,800.      MT  (+/- 180 meters Scaled)
 CG0876
 CG0876                          SUPERSEDED SURVEY CONTROL
 CG0876
 CG0876.No superseded survey control is available for this station.
 CG0876
 CG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV954906(NAD 83)
 CG0876_MARKER: DB = BENCH MARK DISK
 CG0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0876_SP_SET: OVERPASS PIER
 CG0876_STAMPING: A 423 1980
 CG0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0876
 CG0876  HISTORY     - Date     Condition        Report By
 CG0876  HISTORY     - 1980     MONUMENTED       NGS
 CG0876  HISTORY     - 19981006 GOOD             USPSQD
 CG0876
 CG0876                          STATION DESCRIPTION
 CG0876
 CG0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0876'2.1 KM SOUTH FROM TUMACACORI.
 CG0876'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0876'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, THENCE
 CG0876'0.2 KILOMETER (0.1 MILE) WEST ALONG A PRIVATE GRAVEL ROAD LEADING
 CG0876'TO THE ROCK CORRAL RANCH, AT THE INTERSTATE 19 OVERPASS, SET
 CG0876'VERTICALLY IN THE NORTHEAST FACE OF THE EASTERNMOST PIER IN THE
 CG0876'NORTH ROW OF PIERS FOR THE NORTHBOUND TRAFFIC LANES OF INTERSTATE
 CG0876'19, 6.0 METERS (19.7 FEET) SOUTH OF THE CENTERLINE OF THE ROAD.
 CG0876'THE MARK IS 1.4 M ABOVE THE GROUND.
 CG0876
 CG0876                          STATION RECOVERY (1998)
 CG0876
 CG0876'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1432 ***********************************************************************
 CZ1432  DESIGNATION -  A 424
 CZ1432  PID         -  CZ1432
 CZ1432  STATE/COUNTY-  AZ/PIMA
 CZ1432  USGS QUAD   -  MARANA (1992)
 CZ1432
 CZ1432                         *CURRENT SURVEY CONTROL
 CZ1432  ___________________________________________________________________
 CZ1432* NAD 83(1986)-  32 23 52.     (N)    111 08 28.     (W)     SCALED    
 CZ1432* NAVD 88     -       632.351  (meters)    2074.64   (feet)  ADJUSTED  
 CZ1432  ___________________________________________________________________
 CZ1432  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1432  DYNAMIC HT  -         631.512 (meters)    2071.89  (feet)  COMP
 CZ1432  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 CZ1432
 CZ1432  VERT ORDER  -  FIRST     CLASS II
 CZ1432
 CZ1432.The horizontal coordinates were scaled from a topographic map and have
 CZ1432.an estimated accuracy of +/- 6 seconds.
 CZ1432
 CZ1432.The orthometric height was determined by differential leveling
 CZ1432.and adjusted by the National Geodetic Survey in June 1991..
 CZ1432
 CZ1432.The geoid height was determined by GEOID03.
 CZ1432
 CZ1432.The dynamic height is computed by dividing the NAVD 88
 CZ1432.geopotential number by the normal gravity value computed on the
 CZ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1432.degrees latitude (g = 980.6199 gals.).
 CZ1432
 CZ1432.The modeled gravity was interpolated from observed gravity values.
 CZ1432
 CZ1432;                    North         East    Units  Estimated Accuracy
 CZ1432;SPC AZ C     -   155,240.      286,320.      MT  (+/- 180 meters Scaled)
 CZ1432
 CZ1432                          SUPERSEDED SURVEY CONTROL
 CZ1432
 CZ1432.No superseded survey control is available for this station.
 CZ1432
 CZ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA867845(NAD 83)
 CZ1432_MARKER: DB = BENCH MARK DISK
 CZ1432_SETTING: 80 = SET IN A BOULDER
 CZ1432_SP_SET: BOULDER
 CZ1432_STAMPING: A 424 1980
 CZ1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1432+STABILITY: SURFACE MOTION
 CZ1432
 CZ1432  HISTORY     - Date     Condition        Report By
 CZ1432  HISTORY     - 1980     MONUMENTED       NGS
 CZ1432
 CZ1432                          STATION DESCRIPTION
 CZ1432
 CZ1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1432'27.9 KM NW FROM TUCSON.
 CZ1432'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1432'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CZ1432'WEST ALONG AVRA VALLEY ROAD, THENCE 0.8 KILOMETER (0.5 MILE) EAST
 CZ1432'ALONG A PRIVATE HAUL ROAD, IN TOP OF THE EAST SLOPE OF A LARGE BOULDER
 CZ1432'ALONG THE NORTH EDGE OF THE ROAD, LEVEL WITH THE GROUND, 5 METERS
 CZ1432'(16.4 FEET) WEST OF THE CENTERLINE OF THE ROAD, 7 METERS (23 FEET)
 CZ1432'NORTH OF THE NORTH EDGE OF A BLASTED AREA AND 1.0 METER (3 FEET)
 CZ1432'NORTHEAST OF AND 0.4 METER (1.5 FEET) LOWER THAN THE BOTTOM OF THE
 CZ1432'WITNESS POST.
 CZ1432'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0423 ***********************************************************************
 DT0423  DESIGNATION -  A 43
 DT0423  PID         -  DT0423
 DT0423  STATE/COUNTY-  AZ/NAVAJO
 DT0423  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0423
 DT0423                         *CURRENT SURVEY CONTROL
 DT0423  ___________________________________________________________________
 DT0423* NAD 83(1986)-  33 59 38.     (N)    109 54 33.     (W)     SCALED    
 DT0423* NAVD 88     -      1878.412  (meters)    6162.76   (feet)  ADJUSTED  
 DT0423  ___________________________________________________________________
 DT0423  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0423  DYNAMIC HT  -        1875.599 (meters)    6153.53  (feet)  COMP
 DT0423  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 DT0423
 DT0423  VERT ORDER  -  FIRST     CLASS II
 DT0423
 DT0423.The horizontal coordinates were scaled from a topographic map and have
 DT0423.an estimated accuracy of +/- 6 seconds.
 DT0423
 DT0423.The orthometric height was determined by differential leveling
 DT0423.and adjusted by the National Geodetic Survey in June 1991..
 DT0423
 DT0423.The geoid height was determined by GEOID03.
 DT0423
 DT0423.The dynamic height is computed by dividing the NAVD 88
 DT0423.geopotential number by the normal gravity value computed on the
 DT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0423.degrees latitude (g = 980.6199 gals.).
 DT0423
 DT0423.The modeled gravity was interpolated from observed gravity values.
 DT0423
 DT0423;                    North         East    Units  Estimated Accuracy
 DT0423;SPC AZ E     -   332,010.      237,150.      MT  (+/- 180 meters Scaled)
 DT0423
 DT0423                          SUPERSEDED SURVEY CONTROL
 DT0423
 DT0423  NGVD 29 (??/??/92) 1877.576  (m)         6160.01   (f) ADJ UNCH    1 2
 DT0423
 DT0423.Superseded values are not recommended for survey control.
 DT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0423.See file dsdata.txt to determine how the superseded data were derived.
 DT0423
 DT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007620(NAD 83)
 DT0423_MARKER: DB = BENCH MARK DISK
 DT0423_SETTING: 66 = SET IN ROCK OUTCROP
 DT0423_SP_SET: OUTCROP
 DT0423_STAMPING: A 43 1934
 DT0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0423+STABILITY: POSITION/ELEVATION WELL
 DT0423
 DT0423  HISTORY     - Date     Condition        Report By
 DT0423  HISTORY     - 1934     MONUMENTED       CGS
 DT0423  HISTORY     - 1960     MARK NOT FOUND   USGS
 DT0423
 DT0423                          STATION DESCRIPTION
 DT0423
 DT0423'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DT0423'11.4 MI N FROM WHITERIVER.
 DT0423'11.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DT0423'COUNTY, 9.9 MILES SOUTHWEST OF MCNARY, APACHE COUNTY, 23 FEET SOUTH OF
 DT0423'THE CONCRETE HEADWALL OF A CULVERT, 28 FEET WEST OF THE CENTERLINE OF
 DT0423'THE HIGHWAY, 26 FEET EAST OF A FENCE LINE, IN THE TOP OF A SANDSTONE
 DT0423'OUTCROP, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 DT0423'A 43 1934.  NOTE-- THE ROAD HAS BEEN WIDENED THROUGH THE DESCRIBED
 DT0423'SANDSTONE CUT MAKING IT VERY LIKELY THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1532 ***********************************************************************
 GR1532  DESIGNATION -  A 43
 GR1532  PID         -  GR1532
 GR1532  STATE/COUNTY-  AZ/MOHAVE
 GR1532  USGS QUAD   -  THE TEMPLE (1983)
 GR1532
 GR1532                         *CURRENT SURVEY CONTROL
 GR1532  ___________________________________________________________________
 GR1532* NAD 83(1992)-  36 01 07.92577(N)    114 15 36.07422(W)     ADJUSTED  
 GR1532* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1532  ___________________________________________________________________
 GR1532  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 GR1532  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR1532
 GR1532  HORZ ORDER  -  THIRD
 GR1532
 GR1532.The horizontal coordinates were established by classical geodetic methods
 GR1532.and adjusted by the National Geodetic Survey in August 1993..
 GR1532
 GR1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1532
 GR1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1532
 GR1532.The geoid height was determined by GEOID03.
 GR1532
 GR1532;                    North         East     Units Scale Factor Converg.
 GR1532;SPC AZ W     -   556,745.166   167,388.493   MT  0.99995936   -0 17 59.7
 GR1532;SPC AZ W     - 1,826,591.75    549,174.85   iFT  0.99995936   -0 17 59.7
 GR1532;SPC NV E     - 8,141,573.954   319,277.698   MT  1.00007525   +0 46 41.8
 GR1532;SPC NV E     -26,711,147.21  1,047,496.91   sFT  1.00007525   +0 46 41.8
 GR1532;UTM  11      - 3,989,514.634   746,918.260   MT  1.00035131   +1 36 43.4
 GR1532
 GR1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1532!SPC AZ W     -   0.99994649  x   0.99995936  =   0.99990585
 GR1532!SPC NV E     -   0.99994649  x   1.00007525  =   1.00002173
 GR1532!UTM  11      -   0.99994649  x   1.00035131  =   1.00029778
 GR1532
 GR1532:                Primary Azimuth Mark                     Grid Az
 GR1532:SPC AZ W     -  A 41                                     304 24 08.9
 GR1532:SPC NV E     -  A 41                                     303 19 27.4
 GR1532:UTM  11      -  A 41                                     302 29 25.8
 GR1532
 GR1532|---------------------------------------------------------------------|
 GR1532| PID    Reference Object                     Distance      Geod. Az  |
 GR1532|                                                           dddmmss.s |
 GR1532| GR1530 A 41                                APPROX. 1.0 KM 3040609.2 |
 GR1532|---------------------------------------------------------------------|
 GR1532
 GR1532                          SUPERSEDED SURVEY CONTROL
 GR1532
 GR1532  NAD 83(1986)-  36 01 07.91834(N)    114 15 36.07038(W) AD(       ) 3
 GR1532  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1532
 GR1532.Superseded values are not recommended for survey control.
 GR1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1532.See file dsdata.txt to determine how the superseded data were derived.
 GR1532
 GR1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4691889515(NAD 83)
 GR1532_MARKER: DS = TRIANGULATION STATION DISK
 GR1532_SETTING: 80 = SET IN A BOULDER
 GR1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1532+STABILITY: SURFACE MOTION
 GR1532
 GR1532  HISTORY     - Date     Condition        Report By
 GR1532  HISTORY     - 1948     MONUMENTED       USGS
 GR1532
 GR1532                          STATION DESCRIPTION
 GR1532
 GR1532'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1532'LOCATED ABOUT 2 MI S. OF THE TEMPLE.  ABOUT 20 FT. SW. OF HIGH
 GR1532'WATER MARK AT NORTHEAST END OF STEEP SPUR RIDGE, ABOUT 10 FT.
 GR1532'ABOVE HIGH WATER MARK.
 GR1532'
 GR1532'TO REACH NOT GIVEN.
 GR1532'
 GR1532'STATION MARK--STANDARD TABLET STAMPED---A43 1948---, CEMENTED IN
 GR1532'TOP OF BOULDER IN PLACE.
 GR1532'
 GR1532'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1409 ***********************************************************************
 CZ1409  DESIGNATION -  A 430
 CZ1409  PID         -  CZ1409
 CZ1409  STATE/COUNTY-  AZ/PIMA
 CZ1409  USGS QUAD   -  TUCSON (1992)
 CZ1409
 CZ1409                         *CURRENT SURVEY CONTROL
 CZ1409  ___________________________________________________________________
 CZ1409* NAD 83(1986)-  32 13 15.     (N)    110 57 52.     (W)     SCALED    
 CZ1409* NAVD 88     -       732.400  (meters)    2402.88   (feet)  ADJUSTED  
 CZ1409  ___________________________________________________________________
 CZ1409  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1409  DYNAMIC HT  -         731.395 (meters)    2399.59  (feet)  COMP
 CZ1409  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 CZ1409
 CZ1409  VERT ORDER  -  FIRST     CLASS II
 CZ1409
 CZ1409.The horizontal coordinates were scaled from a topographic map and have
 CZ1409.an estimated accuracy of +/- 6 seconds.
 CZ1409
 CZ1409.The orthometric height was determined by differential leveling
 CZ1409.and adjusted by the National Geodetic Survey in June 1991..
 CZ1409
 CZ1409.The geoid height was determined by GEOID03.
 CZ1409
 CZ1409.The dynamic height is computed by dividing the NAVD 88
 CZ1409.geopotential number by the normal gravity value computed on the
 CZ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1409.degrees latitude (g = 980.6199 gals.).
 CZ1409
 CZ1409.The modeled gravity was interpolated from observed gravity values.
 CZ1409
 CZ1409;                    North         East    Units  Estimated Accuracy
 CZ1409;SPC AZ C     -   135,750.      303,120.      MT  (+/- 180 meters Scaled)
 CZ1409
 CZ1409                          SUPERSEDED SURVEY CONTROL
 CZ1409
 CZ1409.No superseded survey control is available for this station.
 CZ1409
 CZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA033649(NAD 83)
 CZ1409_MARKER: I = METAL ROD
 CZ1409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1409_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1409_STAMPING: A 430 1979
 CZ1409_PROJECTION: RECESSED 10 CENTIMETERS
 CZ1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1409+STABILITY: POSITION/ELEVATION WELL
 CZ1409_ROD/PIPE-DEPTH: 12.2 meters
 CZ1409_SLEEVE-DEPTH  : 8.53 meters
 CZ1409
 CZ1409  HISTORY     - Date     Condition        Report By
 CZ1409  HISTORY     - 1979     MONUMENTED       NGS
 CZ1409  HISTORY     - 1980     GOOD             NGS
 CZ1409  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 CZ1409  HISTORY     - 19990304 MARK NOT FOUND   NGS
 CZ1409
 CZ1409                          STATION DESCRIPTION
 CZ1409
 CZ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1409'400
 CZ1409'IN TUCSON, IN THE SMALL PARK AT THE SOUTH END OF THE THIRD AVENUE
 CZ1409'OVERPASS OVER EAST BROADWAY, AT THE JUNCTION OF THIRD AND TOOLE
 CZ1409'AVENUES, 0.2 MILE SOUTHEAST OF THE RAILROAD STATION, 150 FEET
 CZ1409'SOUTHWEST OF THE SOUTHWEST RAIL, 120 FEET SOUTH OF THE SOUTH CORNER
 CZ1409'OF THE OVERPASS, 45.6 FEET WEST OF THE CENTERLINE OF THIRD AVENUE,
 CZ1409'45.4 FEET NORTHEAST OF THE CENTERLINE OF TOOLE AVENUE, 20.4 FEET
 CZ1409'NORTH OF A WATER MAIN, 19.9 FEET NORTH OF STREET LAMP POLE 25 AND
 CZ1409'17.2 FEET SOUTH OF THE SOUTHERNMOST OF THREE PALM TREES.
 CZ1409'THE MARK IS ABOVE LEVEL WITH AVENUES.
 CZ1409
 CZ1409                          STATION RECOVERY (1980)
 CZ1409
 CZ1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1409'IN TUCSON.
 CZ1409
 CZ1409                          STATION RECOVERY (1996)
 CZ1409
 CZ1409'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1409'MARK NOT FOUND.
 CZ1409
 CZ1409                          STATION RECOVERY (1999)
 CZ1409
 CZ1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1409'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1147 ***********************************************************************
 DU1147  DESIGNATION -  A 431
 DU1147  PID         -  DU1147
 DU1147  STATE/COUNTY-  AZ/GILA
 DU1147  USGS QUAD   -  BUCKET MTN (1965)
 DU1147
 DU1147                         *CURRENT SURVEY CONTROL
 DU1147  ___________________________________________________________________
 DU1147* NAD 83(1986)-  33 19 37.     (N)    110 33 29.     (W)     SCALED    
 DU1147* NAVD 88     -      1019.029  (meters)    3343.26   (feet)  ADJUSTED  
 DU1147  ___________________________________________________________________
 DU1147  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DU1147  DYNAMIC HT  -        1017.665 (meters)    3338.79  (feet)  COMP
 DU1147  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 DU1147
 DU1147  VERT ORDER  -  FIRST     CLASS II
 DU1147
 DU1147.The horizontal coordinates were scaled from a topographic map and have
 DU1147.an estimated accuracy of +/- 6 seconds.
 DU1147
 DU1147.The orthometric height was determined by differential leveling
 DU1147.and adjusted by the National Geodetic Survey in June 1991..
 DU1147
 DU1147.The geoid height was determined by GEOID03.
 DU1147
 DU1147.The dynamic height is computed by dividing the NAVD 88
 DU1147.geopotential number by the normal gravity value computed on the
 DU1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1147.degrees latitude (g = 980.6199 gals.).
 DU1147
 DU1147.The modeled gravity was interpolated from observed gravity values.
 DU1147
 DU1147;                    North         East    Units  Estimated Accuracy
 DU1147;SPC AZ E     -   258,080.      176,920.      MT  (+/- 180 meters Scaled)
 DU1147
 DU1147                          SUPERSEDED SURVEY CONTROL
 DU1147
 DU1147.No superseded survey control is available for this station.
 DU1147
 DU1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB411876(NAD 83)
 DU1147_MARKER: I = METAL ROD
 DU1147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1147_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1147_STAMPING: A 431 1979
 DU1147_PROJECTION: FLUSH
 DU1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1147+STABILITY: POSITION/ELEVATION WELL
 DU1147_ROD/PIPE-DEPTH: 10.6 meters
 DU1147_SLEEVE-DEPTH  : 7.5 meters
 DU1147
 DU1147  HISTORY     - Date     Condition        Report By
 DU1147  HISTORY     - 1979     MONUMENTED       NGS
 DU1147
 DU1147                          STATION DESCRIPTION
 DU1147
 DU1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1147'21.5 KM SE FROM GLOBE.
 DU1147'21.5 KILOMETERS (13.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1147'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.2 KILOMETER (0.1 MILE)
 DU1147'SOUTHEAST OF HIGHWAY MILE POST 265, 15.6 METERS (51.5 FEET)
 DU1147'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.2 METERS (122 FEET)
 DU1147'SOUTHEAST OF THE CENTER OF A HIGHWAY BRIDGE OVER A SMALL WASH AND
 DU1147'0.9 METER (3 FEET) NORTHEAST OF A FENCE.
 DU1147'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU1147'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0867 ***********************************************************************
 CG0867  DESIGNATION -  A 432
 CG0867  PID         -  CG0867
 CG0867  STATE/COUNTY-  AZ/PIMA
 CG0867  USGS QUAD   -  AMADO (1981)
 CG0867
 CG0867                         *CURRENT SURVEY CONTROL
 CG0867  ___________________________________________________________________
 CG0867* NAD 83(1986)-  31 43 40.     (N)    111 03 35.     (W)     SCALED    
 CG0867* NAVD 88     -       933.880  (meters)    3063.90   (feet)  ADJUSTED  
 CG0867  ___________________________________________________________________
 CG0867  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0867  DYNAMIC HT  -         932.502 (meters)    3059.38  (feet)  COMP
 CG0867  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 CG0867
 CG0867  VERT ORDER  -  FIRST     CLASS II
 CG0867
 CG0867.The horizontal coordinates were scaled from a topographic map and have
 CG0867.an estimated accuracy of +/- 6 seconds.
 CG0867
 CG0867.The orthometric height was determined by differential leveling
 CG0867.and adjusted by the National Geodetic Survey in June 1991..
 CG0867
 CG0867.The geoid height was determined by GEOID03.
 CG0867
 CG0867.The dynamic height is computed by dividing the NAVD 88
 CG0867.geopotential number by the normal gravity value computed on the
 CG0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0867.degrees latitude (g = 980.6199 gals.).
 CG0867
 CG0867.The modeled gravity was interpolated from observed gravity values.
 CG0867
 CG0867;                    North         East    Units  Estimated Accuracy
 CG0867;SPC AZ C     -    81,000.      294,570.      MT  (+/- 180 meters Scaled)
 CG0867
 CG0867                          SUPERSEDED SURVEY CONTROL
 CG0867
 CG0867.No superseded survey control is available for this station.
 CG0867
 CG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943102(NAD 83)
 CG0867_MARKER: I = METAL ROD
 CG0867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0867_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0867_STAMPING: A 432 1980
 CG0867_PROJECTION: FLUSH
 CG0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0867+STABILITY: POSITION/ELEVATION WELL
 CG0867_ROD/PIPE-DEPTH: 10.1 meters
 CG0867_SLEEVE-DEPTH  : 9.1 meters
 CG0867
 CG0867  HISTORY     - Date     Condition        Report By
 CG0867  HISTORY     - 1980     MONUMENTED       NGS
 CG0867  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0867
 CG0867                          STATION DESCRIPTION
 CG0867
 CG0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0867'IN AMADO.
 CG0867'AT AMADO, 0.2 KILOMETER (0.1 MILE) WEST OF THE INTERSTATE HIGHWAY
 CG0867'I-19 ARIVACA ROAD INTERCHANGE BRIDGE, 37.2 METERS (122.0 FEET)
 CG0867'WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 21.5 METERS (70.5 FEET
 CG0867'NORTH OF THE CENTERLINE OF ARIVACA ROAD, 17.1 METERS (58.0 FEET)
 CG0867'NORTHWEST OF A STREET LIGHT POLE, 4.0 METERS (13.0 FEET) EAST OF
 CG0867'A TWIN GUY WIRE ANCHOR.
 CG0867'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CG0867'THE MARK IS 1.2 M BELOW ARIVACA ROAD..
 CG0867
 CG0867                          STATION RECOVERY (1995)
 CG0867
 CG0867'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0680 ***********************************************************************
 CY0680  DESIGNATION -  A 436
 CY0680  PID         -  CY0680
 CY0680  STATE/COUNTY-  AZ/COCHISE
 CY0680  USGS QUAD   -  RAILROAD PASS (1979)
 CY0680
 CY0680                         *CURRENT SURVEY CONTROL
 CY0680  ___________________________________________________________________
 CY0680* NAD 83(1986)-  32 22 20.     (N)    109 38 10.     (W)     SCALED    
 CY0680* NAVD 88     -      1257.413  (meters)    4125.36   (feet)  ADJUSTED  
 CY0680  ___________________________________________________________________
 CY0680  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0680  DYNAMIC HT  -        1255.549 (meters)    4119.25  (feet)  COMP
 CY0680  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 CY0680
 CY0680  VERT ORDER  -  FIRST     CLASS II
 CY0680
 CY0680.The horizontal coordinates were scaled from a topographic map and have
 CY0680.an estimated accuracy of +/- 6 seconds.
 CY0680
 CY0680.The orthometric height was determined by differential leveling
 CY0680.and adjusted by the National Geodetic Survey in June 1991..
 CY0680
 CY0680.The geoid height was determined by GEOID03.
 CY0680
 CY0680.The dynamic height is computed by dividing the NAVD 88
 CY0680.geopotential number by the normal gravity value computed on the
 CY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0680.degrees latitude (g = 980.6199 gals.).
 CY0680
 CY0680.The modeled gravity was interpolated from observed gravity values.
 CY0680
 CY0680;                    North         East    Units  Estimated Accuracy
 CY0680;SPC AZ E     -   152,260.      263,290.      MT  (+/- 180 meters Scaled)
 CY0680
 CY0680                          SUPERSEDED SURVEY CONTROL
 CY0680
 CY0680.No superseded survey control is available for this station.
 CY0680
 CY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA283825(NAD 83)
 CY0680_MARKER: DB = BENCH MARK DISK
 CY0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0680_SP_SET: STAINLESS STEEL ROD
 CY0680_STAMPING: A 436 1979
 CY0680_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0680_ROD/PIPE-DEPTH: 1.83 meters
 CY0680
 CY0680  HISTORY     - Date     Condition        Report By
 CY0680  HISTORY     - 1979     MONUMENTED       NGS
 CY0680
 CY0680                          STATION DESCRIPTION
 CY0680
 CY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0680'33.0 MI SOUTH FROM SAFFORD.
 CY0680'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0680'HIGHWAY 70 IN SAFFORD, THENCE 2.1 MILES SOUTHEAST ALONG THE SOUTHEAST
 CY0680'FORK OF HIGHWAY 666 LEADING TO INTERSTATE HIGHWAY 10 EAST, 99 FEET
 CY0680'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 143 FEET NORTH OF MILE
 CY0680'POST 88 ON THE NORTHEAST SIDE OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF
 CY0680'THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0680'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0680'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0716 ***********************************************************************
 CY0716  DESIGNATION -  A 437
 CY0716  PID         -  CY0716
 CY0716  STATE/COUNTY-  AZ/GRAHAM
 CY0716  USGS QUAD   -  SAFFORD (1985)
 CY0716
 CY0716                         *CURRENT SURVEY CONTROL
 CY0716  ___________________________________________________________________
 CY0716* NAD 83(1986)-  32 46 34.     (N)    109 42 55.     (W)     SCALED    
 CY0716* NAVD 88     -       939.113  (meters)    3081.07   (feet)  ADJUSTED  
 CY0716  ___________________________________________________________________
 CY0716  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY0716  DYNAMIC HT  -         937.784 (meters)    3076.71  (feet)  COMP
 CY0716  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 CY0716
 CY0716  VERT ORDER  -  FIRST     CLASS II
 CY0716
 CY0716.The horizontal coordinates were scaled from a topographic map and have
 CY0716.an estimated accuracy of +/- 6 seconds.
 CY0716
 CY0716.The orthometric height was determined by differential leveling
 CY0716.and adjusted by the National Geodetic Survey in June 1991..
 CY0716
 CY0716.The geoid height was determined by GEOID03.
 CY0716
 CY0716.The dynamic height is computed by dividing the NAVD 88
 CY0716.geopotential number by the normal gravity value computed on the
 CY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0716.degrees latitude (g = 980.6199 gals.).
 CY0716
 CY0716.The modeled gravity was interpolated from observed gravity values.
 CY0716
 CY0716;                    North         East    Units  Estimated Accuracy
 CY0716;SPC AZ E     -   197,010.      255,650.      MT  (+/- 180 meters Scaled)
 CY0716
 CY0716                          SUPERSEDED SURVEY CONTROL
 CY0716
 CY0716.No superseded survey control is available for this station.
 CY0716
 CY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB203271(NAD 83)
 CY0716_MARKER: DB = BENCH MARK DISK
 CY0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0716_SP_SET: STAINLESS STEEL ROD
 CY0716_STAMPING: A 437 1979
 CY0716_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0716_ROD/PIPE-DEPTH: 6.71 meters
 CY0716
 CY0716  HISTORY     - Date     Condition        Report By
 CY0716  HISTORY     - 1979     MONUMENTED       NGS
 CY0716  HISTORY     - 20060825 GOOD             GEOCAC
 CY0716
 CY0716                          STATION DESCRIPTION
 CY0716
 CY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0716'4.0 MI SOUTH FROM SAFFORD.
 CY0716'4.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0716'HIGHWAY 70 IN SAFFORD, IN THE NORTHEAST CORNER OF A DIRT PARKING LOT
 CY0716'OF CLARKS COUNTRY MARKET, 68 FEET WEST OF THE CENTERLINE OF THE
 CY0716'HIGHWAY, 153 FEET NORTH-NORTHWEST OF HIGHWAY MILE POST 117 ON THE
 CY0716'WEST SIDE OF THE HIGHWAY, 19 FEET WEST OF PHONE CABLE BOX 20.14, 18
 CY0716'FEET WEST OF A CORNER POST IN THE RIGHT-OF-WAY FENCE, 39 FEET EAST-
 CY0716'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE AND 1 FOOT SOUTH OF A
 CY0716'BARBED WIRE FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0716'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CY0716'THE MARK IS 5 FT BELOW THE HIGHWAY.
 CY0716
 CY0716                          STATION RECOVERY (2006)
 CY0716
 CY0716'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0716'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0716'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, THE BUILDING IS NOW CALLED
 CY0716'CLARK S GENERAL SALOON, AND THE BARBED WIRE FENCE IS A CHAIN LINK
 CY0716'FENCE. HANDHELD COORDINATES
 CY0716'32 46 41.16 (N)   109 42 58.56 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1132 ***********************************************************************
 DU1132  DESIGNATION -  A 438
 DU1132  PID         -  DU1132
 DU1132  STATE/COUNTY-  AZ/GRAHAM
 DU1132  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1132
 DU1132                         *CURRENT SURVEY CONTROL
 DU1132  ___________________________________________________________________
 DU1132* NAD 83(1986)-  33 16 59.     (N)    110 20 31.     (W)     SCALED    
 DU1132* NAVD 88     -       914.714  (meters)    3001.02   (feet)  ADJUSTED  
 DU1132  ___________________________________________________________________
 DU1132  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1132  DYNAMIC HT  -         913.479 (meters)    2996.97  (feet)  COMP
 DU1132  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 DU1132
 DU1132  VERT ORDER  -  FIRST     CLASS II
 DU1132
 DU1132.The horizontal coordinates were scaled from a topographic map and have
 DU1132.an estimated accuracy of +/- 6 seconds.
 DU1132
 DU1132.The orthometric height was determined by differential leveling
 DU1132.and adjusted by the National Geodetic Survey in June 1991..
 DU1132
 DU1132.The geoid height was determined by GEOID03.
 DU1132
 DU1132.The dynamic height is computed by dividing the NAVD 88
 DU1132.geopotential number by the normal gravity value computed on the
 DU1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1132.degrees latitude (g = 980.6199 gals.).
 DU1132
 DU1132.The modeled gravity was interpolated from observed gravity values.
 DU1132
 DU1132;                    North         East    Units  Estimated Accuracy
 DU1132;SPC AZ E     -   253,160.      197,030.      MT  (+/- 180 meters Scaled)
 DU1132
 DU1132                          SUPERSEDED SURVEY CONTROL
 DU1132
 DU1132.No superseded survey control is available for this station.
 DU1132
 DU1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB612828(NAD 83)
 DU1132_MARKER: DB = BENCH MARK DISK
 DU1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1132_SP_SET: STAINLESS STEEL ROD
 DU1132_STAMPING: A 438 1979
 DU1132_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1132_ROD/PIPE-DEPTH: 3    meters
 DU1132
 DU1132  HISTORY     - Date     Condition        Report By
 DU1132  HISTORY     - 1979     MONUMENTED       NGS
 DU1132
 DU1132                          STATION DESCRIPTION
 DU1132
 DU1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1132'29.3 KM NW FROM BYLAS.
 DU1132'29.3 KILOMETERS (18.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1132'POST OFFICE IN BYLAS, 30.5 METERS (100 FEET) SOUTHWEST OF THE
 DU1132'CENTERLINE OF THE HIGHWAY, 37.7 METERS (124 FEET) WEST OF HIGHWAY
 DU1132'MILE POST 278 ON THE SOUTH SIDE OF THE HIGHWAY, 16.8 METERS (55 FEET)
 DU1132'NORTHWEST OF THE NORTHWEST END OF A METAL GATE IN THE RIGHT-OF-WAY
 DU1132'FENCE AND 0.3 METER (1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DU1132'THE ROD WAS DRIVEN TO REFUSAL.
 DU1132'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0742 ***********************************************************************
 CY0742  DESIGNATION -  A 439
 CY0742  PID         -  CY0742
 CY0742  STATE/COUNTY-  AZ/GRAHAM
 CY0742  USGS QUAD   -  EDEN (1985)
 CY0742
 CY0742                         *CURRENT SURVEY CONTROL
 CY0742  ___________________________________________________________________
 CY0742* NAD 83(1986)-  32 58 46.     (N)    109 55 46.     (W)     SCALED    
 CY0742* NAVD 88     -       836.404  (meters)    2744.10   (feet)  ADJUSTED  
 CY0742  ___________________________________________________________________
 CY0742  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0742  DYNAMIC HT  -         835.249 (meters)    2740.31  (feet)  COMP
 CY0742  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 CY0742
 CY0742  VERT ORDER  -  FIRST     CLASS II
 CY0742
 CY0742.The horizontal coordinates were scaled from a topographic map and have
 CY0742.an estimated accuracy of +/- 6 seconds.
 CY0742
 CY0742.The orthometric height was determined by differential leveling
 CY0742.and adjusted by the National Geodetic Survey in June 1991..
 CY0742
 CY0742.The geoid height was determined by GEOID03.
 CY0742
 CY0742.The dynamic height is computed by dividing the NAVD 88
 CY0742.geopotential number by the normal gravity value computed on the
 CY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0742.degrees latitude (g = 980.6199 gals.).
 CY0742
 CY0742.The modeled gravity was interpolated from observed gravity values.
 CY0742
 CY0742;                    North         East    Units  Estimated Accuracy
 CY0742;SPC AZ E     -   219,500.      235,530.      MT  (+/- 180 meters Scaled)
 CY0742
 CY0742                          SUPERSEDED SURVEY CONTROL
 CY0742
 CY0742.No superseded survey control is available for this station.
 CY0742
 CY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB000495(NAD 83)
 CY0742_MARKER: DB = BENCH MARK DISK
 CY0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0742_SP_SET: STAINLESS STEEL ROD
 CY0742_STAMPING: A 439 1979
 CY0742_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0742_ROD/PIPE-DEPTH: 7.62 meters
 CY0742
 CY0742  HISTORY     - Date     Condition        Report By
 CY0742  HISTORY     - 1979     MONUMENTED       NGS
 CY0742
 CY0742                          STATION DESCRIPTION
 CY0742
 CY0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0742'4.4 MI SE FROM FT THOMAS.
 CY0742'4.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0742'FT. THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 53 FEET NORTHEAST
 CY0742'OF THE CENTERLINE OF THE HIGHWAY, 57 FEET EAST-SOUTHEAST OF HIGHWAY
 CY0742'MILE POST 311 ON THE NORTHEAST SIDE OF THE HIGHWAY, 18 FEET SOUTHWEST
 CY0742'OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 4 FEET NORTHWEST OF A
 CY0742'POWER LINE POLE.
 CY0742'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0742'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0014 ***********************************************************************
 DU0014  DESIGNATION -  A 44
 DU0014  PID         -  DU0014
 DU0014  STATE/COUNTY-  AZ/GILA
 DU0014  USGS QUAD   -  FORKS BUTTE (1978)
 DU0014
 DU0014                         *CURRENT SURVEY CONTROL
 DU0014  ___________________________________________________________________
 DU0014* NAD 83(1986)-  33 42 09.     (N)    110 13 23.     (W)     SCALED    
 DU0014* NAVD 88     -      1499.236  (meters)    4918.74   (feet)  ADJUSTED  
 DU0014  ___________________________________________________________________
 DU0014  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DU0014  DYNAMIC HT  -        1497.088 (meters)    4911.70  (feet)  COMP
 DU0014  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 DU0014
 DU0014  VERT ORDER  -  FIRST     CLASS II
 DU0014
 DU0014.The horizontal coordinates were scaled from a topographic map and have
 DU0014.an estimated accuracy of +/- 6 seconds.
 DU0014
 DU0014.The orthometric height was determined by differential leveling
 DU0014.and adjusted by the National Geodetic Survey in June 1991..
 DU0014
 DU0014.The geoid height was determined by GEOID03.
 DU0014
 DU0014.The dynamic height is computed by dividing the NAVD 88
 DU0014.geopotential number by the normal gravity value computed on the
 DU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0014.degrees latitude (g = 980.6199 gals.).
 DU0014
 DU0014.The modeled gravity was interpolated from observed gravity values.
 DU0014
 DU0014;                    North         East    Units  Estimated Accuracy
 DU0014;SPC AZ E     -   299,660.      208,130.      MT  (+/- 180 meters Scaled)
 DU0014
 DU0014                          SUPERSEDED SURVEY CONTROL
 DU0014
 DU0014  NGVD 29 (??/??/92) 1498.562  (m)         4916.53   (f) ADJ UNCH    1 2
 DU0014
 DU0014.Superseded values are not recommended for survey control.
 DU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0014.See file dsdata.txt to determine how the superseded data were derived.
 DU0014
 DU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC719294(NAD 83)
 DU0014_MARKER: DB = BENCH MARK DISK
 DU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0014_STAMPING: A 44 1934
 DU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0014+STABILITY: SURFACE MOTION
 DU0014
 DU0014  HISTORY     - Date     Condition        Report By
 DU0014  HISTORY     - 1934     MONUMENTED       CGS
 DU0014
 DU0014                          STATION DESCRIPTION
 DU0014
 DU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0014'24.9 MI SW FROM WHITERIVER.
 DU0014'IN GILA COUNTY, 24.9 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0014'WHITERIVER, NAVAJO COUNTY, 1.8 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0014'BLACK RIVER, 30 YARDS NORTHEAST OF A BORROW PIT IN A BANK, AND 20 FEET
 DU0014'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 44
 DU0014'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1533 ***********************************************************************
 GR1533  DESIGNATION -  A 44
 GR1533  PID         -  GR1533
 GR1533  STATE/COUNTY-  AZ/MOHAVE
 GR1533  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1533
 GR1533                         *CURRENT SURVEY CONTROL
 GR1533  ___________________________________________________________________
 GR1533* NAD 83(1992)-  36 00 41.60252(N)    114 14 54.66346(W)     ADJUSTED  
 GR1533* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1533  ___________________________________________________________________
 GR1533  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GR1533  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GR1533
 GR1533  HORZ ORDER  -  THIRD
 GR1533
 GR1533.The horizontal coordinates were established by classical geodetic methods
 GR1533.and adjusted by the National Geodetic Survey in August 1993..
 GR1533
 GR1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1533
 GR1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1533
 GR1533.The geoid height was determined by GEOID03.
 GR1533
 GR1533;                    North         East     Units Scale Factor Converg.
 GR1533;SPC AZ W     -   555,928.508   168,421.190   MT  0.99995821   -0 17 35.2
 GR1533;SPC AZ W     - 1,823,912.43    552,562.96   iFT  0.99995821   -0 17 35.2
 GR1533;SPC NV E     - 8,140,776.777   320,325.702   MT  1.00007834   +0 47 05.6
 GR1533;SPC NV E     -26,708,531.81  1,050,935.24   sFT  1.00007834   +0 47 05.6
 GR1533;UTM  11      - 3,988,732.574   747,978.047   MT  1.00035777   +1 37 06.8
 GR1533
 GR1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1533!SPC AZ W     -   0.99994648  x   0.99995821  =   0.99990470
 GR1533!SPC NV E     -   0.99994648  x   1.00007834  =   1.00002482
 GR1533!UTM  11      -   0.99994648  x   1.00035777  =   1.00030423
 GR1533
 GR1533:                Primary Azimuth Mark                     Grid Az
 GR1533:SPC AZ W     -  A 43                                     308 20 13.0
 GR1533:SPC NV E     -  A 43                                     307 15 32.2
 GR1533:UTM  11      -  A 43                                     306 25 31.0
 GR1533
 GR1533|---------------------------------------------------------------------|
 GR1533| PID    Reference Object                     Distance      Geod. Az  |
 GR1533|                                                           dddmmss.s |
 GR1533| GR1532 A 43                                APPROX. 1.3 KM 3080237.8 |
 GR1533|---------------------------------------------------------------------|
 GR1533
 GR1533                          SUPERSEDED SURVEY CONTROL
 GR1533
 GR1533  NAD 83(1986)-  36 00 41.59540(N)    114 14 54.65993(W) AD(       ) 3
 GR1533  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1533
 GR1533.Superseded values are not recommended for survey control.
 GR1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1533.See file dsdata.txt to determine how the superseded data were derived.
 GR1533
 GR1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4797888733(NAD 83)
 GR1533_MARKER: DS = TRIANGULATION STATION DISK
 GR1533_SETTING: 80 = SET IN A BOULDER
 GR1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1533+STABILITY: SURFACE MOTION
 GR1533
 GR1533  HISTORY     - Date     Condition        Report By
 GR1533  HISTORY     - 1948     MONUMENTED       USGS
 GR1533
 GR1533                          STATION DESCRIPTION
 GR1533
 GR1533'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1533'LOCATED ABOUT 2.8 MI SE. OF THE TEMPLE.  ABOUT 70 FT. S. OF HIGH
 GR1533'WATER MARK AT NORTH END OF PROMINENT RIDGE, ABOUT 15 FT. ABOVE
 GR1533'HIGH WATER MARK.
 GR1533'
 GR1533'TO REACH NOT GIVEN.
 GR1533'
 GR1533'STATION MARK--STANDARD TABLET STAMPED---A44 1948---, CEMENTED IN
 GR1533'TOP OF BOULDER IN PLACE.
 GR1533'
 GR1533'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0017 ***********************************************************************
 ES0017  DESIGNATION -  A 45
 ES0017  PID         -  ES0017
 ES0017  STATE/COUNTY-  AZ/NAVAJO
 ES0017  USGS QUAD   -  HOLBROOK (1986)
 ES0017
 ES0017                         *CURRENT SURVEY CONTROL
 ES0017  ___________________________________________________________________
 ES0017* NAD 83(1986)-  34 52 40.     (N)    110 10 43.     (W)     SCALED    
 ES0017* NAVD 88     -      1571.198  (meters)    5154.84   (feet)  ADJUSTED  
 ES0017  ___________________________________________________________________
 ES0017  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0017  DYNAMIC HT  -        1569.040 (meters)    5147.76  (feet)  COMP
 ES0017  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 ES0017
 ES0017  VERT ORDER  -  FIRST     CLASS II
 ES0017
 ES0017.The horizontal coordinates were scaled from a topographic map and have
 ES0017.an estimated accuracy of +/- 6 seconds.
 ES0017
 ES0017.The orthometric height was determined by differential leveling
 ES0017.and adjusted by the National Geodetic Survey in June 1991..
 ES0017
 ES0017.The geoid height was determined by GEOID03.
 ES0017
 ES0017.The dynamic height is computed by dividing the NAVD 88
 ES0017.geopotential number by the normal gravity value computed on the
 ES0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0017.degrees latitude (g = 980.6199 gals.).
 ES0017
 ES0017.The modeled gravity was interpolated from observed gravity values.
 ES0017
 ES0017;                    North         East    Units  Estimated Accuracy
 ES0017;SPC AZ E     -   430,020.      212,270.      MT  (+/- 180 meters Scaled)
 ES0017
 ES0017                          SUPERSEDED SURVEY CONTROL
 ES0017
 ES0017  NGVD 29 (??/??/92) 1570.377  (m)         5152.15   (f) ADJ UNCH    1 2
 ES0017
 ES0017.Superseded values are not recommended for survey control.
 ES0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0017.See file dsdata.txt to determine how the superseded data were derived.
 ES0017
 ES0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD750597(NAD 83)
 ES0017_MARKER: DB = BENCH MARK DISK
 ES0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0017_STAMPING: A-45 1934
 ES0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0017+STABILITY: SURFACE MOTION
 ES0017
 ES0017  HISTORY     - Date     Condition        Report By
 ES0017  HISTORY     - 1934     MONUMENTED       CGS
 ES0017  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0017
 ES0017                          STATION DESCRIPTION
 ES0017
 ES0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0017'2.0 MI S FROM HOLBROOK.
 ES0017'2.0 MILES SOUTH OF POST OFFICE ALONG APACHE RAILROAD.  60 YARDS NORTH
 ES0017'OF WOODEN BRIDGE NO. 2A.  73 FT. WEST OF CENTER LINE OF TRACK.  IN
 ES0017'LINE OF TELEPHONE POLES.  4.5 FT. SOUTH OF MILE POST NO. 2.  SET IN
 ES0017'CONCRETE POST 7 INCHES ABOVE GROUND SURFACE.
 ES0017
 ES0017                          STATION RECOVERY (1983)
 ES0017
 ES0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1534 ***********************************************************************
 GR1534  DESIGNATION -  A 45
 GR1534  PID         -  GR1534
 GR1534  STATE/COUNTY-  AZ/MOHAVE
 GR1534  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1534
 GR1534                         *CURRENT SURVEY CONTROL
 GR1534  ___________________________________________________________________
 GR1534* NAD 83(1992)-  36 00 34.05554(N)    114 14 17.73278(W)     ADJUSTED  
 GR1534* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1534  ___________________________________________________________________
 GR1534  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 GR1534  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GR1534
 GR1534  HORZ ORDER  -  THIRD
 GR1534
 GR1534.The horizontal coordinates were established by classical geodetic methods
 GR1534.and adjusted by the National Geodetic Survey in August 1993..
 GR1534
 GR1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1534
 GR1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1534
 GR1534.The geoid height was determined by GEOID03.
 GR1534
 GR1534;                    North         East     Units Scale Factor Converg.
 GR1534;SPC AZ W     -   555,691.226   169,344.785   MT  0.99995720   -0 17 13.4
 GR1534;SPC AZ W     - 1,823,133.94    555,593.13   iFT  0.99995720   -0 17 13.4
 GR1534;SPC NV E     - 8,140,556.885   321,253.711   MT  1.00008111   +0 47 27.2
 GR1534;SPC NV E     -26,707,810.38  1,053,979.88   sFT  1.00008111   +0 47 27.2
 GR1534;UTM  11      - 3,988,526.150   748,909.418   MT  1.00036348   +1 37 28.2
 GR1534
 GR1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1534!SPC AZ W     -   0.99994648  x   0.99995720  =   0.99990368
 GR1534!SPC NV E     -   0.99994648  x   1.00008111  =   1.00002758
 GR1534!UTM  11      -   0.99994648  x   1.00036348  =   1.00030994
 GR1534
 GR1534:                Primary Azimuth Mark                     Grid Az
 GR1534:SPC AZ W     -  A 44                                     284 24 30.0
 GR1534:SPC NV E     -  A 44                                     283 19 49.4
 GR1534:UTM  11      -  A 44                                     282 29 48.4
 GR1534
 GR1534|---------------------------------------------------------------------|
 GR1534| PID    Reference Object                     Distance      Geod. Az  |
 GR1534|                                                           dddmmss.s |
 GR1534| GR1533 A 44                                APPROX. 1.0 KM 2840716.6 |
 GR1534|---------------------------------------------------------------------|
 GR1534
 GR1534                          SUPERSEDED SURVEY CONTROL
 GR1534
 GR1534  NAD 83(1986)-  36 00 34.04855(N)    114 14 17.72956(W) AD(       ) 3
 GR1534  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1534
 GR1534.Superseded values are not recommended for survey control.
 GR1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1534.See file dsdata.txt to determine how the superseded data were derived.
 GR1534
 GR1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4890988526(NAD 83)
 GR1534_MARKER: DS = TRIANGULATION STATION DISK
 GR1534_SETTING: 0 = UNSPECIFIED SETTING
 GR1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1534
 GR1534  HISTORY     - Date     Condition        Report By
 GR1534  HISTORY     - 1948     MONUMENTED       USGS
 GR1534
 GR1534                          STATION DESCRIPTION
 GR1534
 GR1534'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1534'LOCATED ABOUT 3.3 MI SE. OF THE TEMPLE.  ABOUT 25 FT. S. OF HIGH
 GR1534'WATER MARK AT NORTH END OF RIDGE, ABOUT 15 FT. ABOVE HIGH WATER
 GR1534'MARK.
 GR1534'
 GR1534'TO REACH NOT GIVEN.
 GR1534'
 GR1534'STATION MARK--STANDARD TABLET STAMPED---A45 1948---, CEMENTED IN
 GR1534'TOP OF N.P.S. LIGHT BASE.
 GR1534'
 GR1534'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0278 ***********************************************************************
 ER0278  DESIGNATION -  A 46
 ER0278  PID         -  ER0278
 ER0278  STATE/COUNTY-  AZ/NAVAJO
 ER0278  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0278
 ER0278                         *CURRENT SURVEY CONTROL
 ER0278  ___________________________________________________________________
 ER0278* NAD 83(1986)-  34 19 31.     (N)    109 58 03.     (W)     SCALED    
 ER0278* NAVD 88     -      1916.772  (meters)    6288.61   (feet)  ADJUSTED  
 ER0278  ___________________________________________________________________
 ER0278  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ER0278  DYNAMIC HT  -        1913.938 (meters)    6279.31  (feet)  COMP
 ER0278  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 ER0278
 ER0278  VERT ORDER  -  FIRST     CLASS II
 ER0278
 ER0278.The horizontal coordinates were scaled from a topographic map and have
 ER0278.an estimated accuracy of +/- 6 seconds.
 ER0278
 ER0278.The orthometric height was determined by differential leveling
 ER0278.and adjusted by the National Geodetic Survey in June 1991..
 ER0278
 ER0278.The geoid height was determined by GEOID03.
 ER0278
 ER0278.The dynamic height is computed by dividing the NAVD 88
 ER0278.geopotential number by the normal gravity value computed on the
 ER0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0278.degrees latitude (g = 980.6199 gals.).
 ER0278
 ER0278.The modeled gravity was interpolated from observed gravity values.
 ER0278
 ER0278;                    North         East    Units  Estimated Accuracy
 ER0278;SPC AZ E     -   368,750.      231,690.      MT  (+/- 180 meters Scaled)
 ER0278
 ER0278                          SUPERSEDED SURVEY CONTROL
 ER0278
 ER0278  NGVD 29 (??/??/92) 1915.912  (m)         6285.79   (f) ADJ UNCH    1 2
 ER0278
 ER0278.Superseded values are not recommended for survey control.
 ER0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0278.See file dsdata.txt to determine how the superseded data were derived.
 ER0278
 ER0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC949987(NAD 83)
 ER0278_MARKER: DB = BENCH MARK DISK
 ER0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0278_STAMPING: A 46 1934
 ER0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0278+STABILITY: SURFACE MOTION
 ER0278
 ER0278  HISTORY     - Date     Condition        Report By
 ER0278  HISTORY     - 1934     MONUMENTED       CGS
 ER0278
 ER0278                          STATION DESCRIPTION
 ER0278
 ER0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0278'15.4 MI S FROM SNOWFLAKE.
 ER0278'15.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., 11.6 MILES NORTH
 ER0278'OF SPONSELLAR SIDING, 51 FT. WEST OF CENTER LINE OF TRACK, 6 FT. SOUTH
 ER0278'OF MILE POLE 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1535 ***********************************************************************
 GR1535  DESIGNATION -  A 46
 GR1535  PID         -  GR1535
 GR1535  STATE/COUNTY-  AZ/MOHAVE
 GR1535  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1535
 GR1535                         *CURRENT SURVEY CONTROL
 GR1535  ___________________________________________________________________
 GR1535* NAD 83(1992)-  36 00 36.20023(N)    114 13 46.58100(W)     ADJUSTED  
 GR1535* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1535  ___________________________________________________________________
 GR1535  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GR1535  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GR1535
 GR1535  HORZ ORDER  -  THIRD
 GR1535
 GR1535.The horizontal coordinates were established by classical geodetic methods
 GR1535.and adjusted by the National Geodetic Survey in August 1993..
 GR1535
 GR1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1535
 GR1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1535
 GR1535.The geoid height was determined by GEOID03.
 GR1535
 GR1535;                    North         East     Units Scale Factor Converg.
 GR1535;SPC AZ W     -   555,753.452   170,125.185   MT  0.99995636   -0 16 55.1
 GR1535;SPC AZ W     - 1,823,338.10    558,153.49   iFT  0.99995636   -0 16 55.1
 GR1535;SPC NV E     - 8,140,633.792   322,032.899   MT  1.00008344   +0 47 45.6
 GR1535;SPC NV E     -26,708,062.70  1,056,536.27   sFT  1.00008344   +0 47 45.6
 GR1535;UTM  11      - 3,988,614.409   749,687.626   MT  1.00036826   +1 37 46.7
 GR1535
 GR1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1535!SPC AZ W     -   0.99994694  x   0.99995636  =   0.99990331
 GR1535!SPC NV E     -   0.99994694  x   1.00008344  =   1.00003038
 GR1535!UTM  11      -   0.99994694  x   1.00036826  =   1.00031519
 GR1535
 GR1535:                Primary Azimuth Mark                     Grid Az
 GR1535:SPC AZ W     -  A 45                                     265 26 27.9
 GR1535:SPC NV E     -  A 45                                     264 21 47.2
 GR1535:UTM  11      -  A 45                                     263 31 46.1
 GR1535
 GR1535|---------------------------------------------------------------------|
 GR1535| PID    Reference Object                     Distance      Geod. Az  |
 GR1535|                                                           dddmmss.s |
 GR1535| GR1534 A 45                                APPROX. 0.8 KM 2650932.8 |
 GR1535|---------------------------------------------------------------------|
 GR1535
 GR1535                          SUPERSEDED SURVEY CONTROL
 GR1535
 GR1535  NAD 83(1986)-  36 00 36.19327(N)    114 13 46.57807(W) AD(       ) 3
 GR1535  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1535
 GR1535.Superseded values are not recommended for survey control.
 GR1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1535.See file dsdata.txt to determine how the superseded data were derived.
 GR1535
 GR1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4968888614(NAD 83)
 GR1535_MARKER: DS = TRIANGULATION STATION DISK
 GR1535_SETTING: 80 = SET IN A BOULDER
 GR1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1535+STABILITY: SURFACE MOTION
 GR1535
 GR1535  HISTORY     - Date     Condition        Report By
 GR1535  HISTORY     - 1948     MONUMENTED       USGS
 GR1535
 GR1535                          STATION DESCRIPTION
 GR1535
 GR1535'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1535'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1535'VIRGIN CANYON.  IN VIRGIN CANYON, ON PROMINENT RIDGE, ABOUT 15 FT.
 GR1535'N. OF HIGH WATER MARK, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1535'
 GR1535'TO REACH NOT GIVEN.
 GR1535'
 GR1535'STATION MARK--STANDARD TABLET STAMPED---A46 1948---, CEMENTED IN
 GR1535'BOULDER IN PLACE.
 GR1535'
 GR1535'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1220 ***********************************************************************
 DA1220  HT_MOD      -  This is a Height Modernization Survey Station.
 DA1220  DESIGNATION -  A 469
 DA1220  PID         -  DA1220
 DA1220  STATE/COUNTY-  AZ/MARICOPA
 DA1220  USGS QUAD   -  GILA BEND (1973)
 DA1220
 DA1220                         *CURRENT SURVEY CONTROL
 DA1220  ___________________________________________________________________
 DA1220* NAD 83(1992)-  32 54 04.82857(N)    112 44 32.35072(W)     ADJUSTED  
 DA1220* NAVD 88     -       246.20   (meters)     807.7    (feet)  GPS OBS   
 DA1220  ___________________________________________________________________
 DA1220  X           -  -2,072,342.620 (meters)                     COMP
 DA1220  Y           -  -4,943,834.398 (meters)                     COMP
 DA1220  Z           -   3,444,893.844 (meters)                     COMP
 DA1220  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DA1220  ELLIP HEIGHT-         214.90  (meters)          (01/27/00) GPS OBS
 DA1220  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1220
 DA1220  HORZ ORDER  -  A
 DA1220  ELLP ORDER  -  FIRST     CLASS I
 DA1220
 DA1220.The horizontal coordinates were established by GPS observations
 DA1220.and adjusted by the National Geodetic Survey in January 2000..
 DA1220
 DA1220.The orthometric height was determined by GPS observations and a
 DA1220.high-resolution geoid model using precise GPS observation and
 DA1220.processing techniques. It supersedes the leveled height previously
 DA1220.determined for this station.
 DA1220
 DA1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1220
 DA1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1220
 DA1220.The ellipsoidal height was determined by GPS observations
 DA1220.and is referenced to NAD 83.
 DA1220
 DA1220.The geoid height was determined by GEOID03.
 DA1220
 DA1220;                    North         East     Units Scale Factor Converg.
 DA1220;SPC AZ C     -   211,113.342   136,120.934   MT  0.99997354   -0 26 54.6
 DA1220;SPC AZ C     -   692,629.07    446,590.99   iFT  0.99997354   -0 26 54.6
 DA1220;UTM  12      - 3,641,695.792   337,048.480   MT  0.99992741   -0 56 47.9
 DA1220
 DA1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1220!SPC AZ C     -   0.99996626  x   0.99997354  =   0.99993980
 DA1220!UTM  12      -   0.99996626  x   0.99992741  =   0.99989367
 DA1220
 DA1220                          SUPERSEDED SURVEY CONTROL
 DA1220
 DA1220  NAVD 88 (06/15/91)  246.170  (m)          807.64   (f) ADJUSTED    1 2
 DA1220
 DA1220.Superseded values are not recommended for survey control.
 DA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1220.See file dsdata.txt to determine how the superseded data were derived.
 DA1220
 DA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3704841696(NAD 83)
 DA1220_MARKER: I = METAL ROD
 DA1220_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1220_SP_SET: STAINLESS STEEL ROD
 DA1220_STAMPING: A 469 1980
 DA1220_MARK LOGO: NGS   
 DA1220_PROJECTION: FLUSH
 DA1220_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DA1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1220+STABILITY: POSITION/ELEVATION WELL
 DA1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1220+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1220_ROD/PIPE-DEPTH: 9.8  meters
 DA1220
 DA1220  HISTORY     - Date     Condition        Report By
 DA1220  HISTORY     - 1980     MONUMENTED       NGS
 DA1220  HISTORY     - 19981013 GOOD             AZ-013
 DA1220  HISTORY     - 20000425 GOOD             MCDOT
 DA1220  HISTORY     - 20060128 GOOD             USPSQD
 DA1220  HISTORY     - 20060128 GOOD             USPSQD
 DA1220
 DA1220                          STATION DESCRIPTION
 DA1220
 DA1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1220'5.5 KM (3.45 MI) SW FROM GILA BEND.
 DA1220'5.5 KM (3.45 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1220'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15
 DA1220'MI) SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 3, AT THE CROSSING OF THE
 DA1220'ACCESS ROAD LEADING SOUTHEAST TO THE GILA BEND AIR FORCE BASE
 DA1220'AUXILLARY FIELD, 36.6 METERS (120 FT) NORTHWEST OF THE NORTHWEST
 DA1220'RAIL OF THE TRACKS, 31.1 METERS (102 FT) SOUTHEAST OF THE CENTERLINE
 DA1220'OF THE HIGHWAY, 30.5 METERS (100 FT) SOUTHWEST OF THE CENTERLINE OF
 DA1220'THE ACCESS ROAD, 25.6 METERS (84.0 FT) SOUTHWEST OF THE SOUTHWEST
 DA1220'END OF OF A CATTLE GUARD ON THE ACCESS ROAD, 6.4 METERS (21.0 FT)
 DA1220'SOUTHWEST OF AN IRON BRACE POLE IN THE RIGHT-OF-WAY FENCE LINE,
 DA1220'1.2 METERS (4.0 FT) NORTHWEST OF A TELEGRAPH POLE, 0.6 METER (2.0 FT)
 DA1220'NORTHWEST OF THE FENCE LINE.
 DA1220'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA1220'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1220
 DA1220                          STATION RECOVERY (1998)
 DA1220
 DA1220'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA1220'GENERAL STATION LOCATION IS NEAR GILA BOND, ARIZONA.  RECOVERED AS
 DA1220'DESCRIBED.  DESCRIBED BY MICHAEL WINN.
 DA1220
 DA1220                          STATION RECOVERY (2000)
 DA1220
 DA1220'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1220'RECOVERED AS DESCRIBED
 DA1220'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1220'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DA1220
 DA1220                          STATION RECOVERY (2006)
 DA1220
 DA1220'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1220'RECOVERED AS DESCRIBED.
 DA1220
 DA1220                          STATION RECOVERY (2006)
 DA1220
 DA1220'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0086 ***********************************************************************
 DU0086  DESIGNATION -  A 47
 DU0086  PID         -  DU0086
 DU0086  STATE/COUNTY-  AZ/GILA
 DU0086  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0086
 DU0086                         *CURRENT SURVEY CONTROL
 DU0086  ___________________________________________________________________
 DU0086* NAD 83(1986)-  33 22 35.     (N)    110 26 52.     (W)     SCALED    
 DU0086* NAVD 88     -       823.249  (meters)    2700.94   (feet)  ADJUSTED  
 DU0086  ___________________________________________________________________
 DU0086  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0086  DYNAMIC HT  -         822.155 (meters)    2697.35  (feet)  COMP
 DU0086  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 DU0086
 DU0086  VERT ORDER  -  FIRST     CLASS II
 DU0086
 DU0086.The horizontal coordinates were scaled from a topographic map and have
 DU0086.an estimated accuracy of +/- 6 seconds.
 DU0086
 DU0086.The orthometric height was determined by differential leveling
 DU0086.and adjusted by the National Geodetic Survey in June 1991..
 DU0086
 DU0086.The geoid height was determined by GEOID03.
 DU0086
 DU0086.The dynamic height is computed by dividing the NAVD 88
 DU0086.geopotential number by the normal gravity value computed on the
 DU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0086.degrees latitude (g = 980.6199 gals.).
 DU0086
 DU0086.The modeled gravity was interpolated from observed gravity values.
 DU0086
 DU0086;                    North         East    Units  Estimated Accuracy
 DU0086;SPC AZ E     -   263,530.      187,200.      MT  (+/- 180 meters Scaled)
 DU0086
 DU0086                          SUPERSEDED SURVEY CONTROL
 DU0086
 DU0086  NGVD 29 (??/??/92)  822.667  (m)         2699.03   (f) ADJ UNCH    1 2
 DU0086
 DU0086.Superseded values are not recommended for survey control.
 DU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0086.See file dsdata.txt to determine how the superseded data were derived.
 DU0086
 DU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB513931(NAD 83)
 DU0086_MARKER: DB = BENCH MARK DISK
 DU0086_SETTING: 66 = SET IN ROCK OUTCROP
 DU0086_SP_SET: LIMESTONE OUTCROP
 DU0086_STAMPING: A 47 1934
 DU0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0086+STABILITY: POSITION/ELEVATION WELL
 DU0086
 DU0086  HISTORY     - Date     Condition        Report By
 DU0086  HISTORY     - 1934     MONUMENTED       CGS
 DU0086  HISTORY     - 1935     GOOD             NGS
 DU0086
 DU0086                          STATION DESCRIPTION
 DU0086
 DU0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0086'2.7 MI N FROM SAN CARLOS.
 DU0086'2.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0086'AT THE FOOT OF A GRADE, 132 FEET EAST OF THE CENTERLINE OF THE
 DU0086'HIGHWAY, 12 FEET SOUTHEAST OF A SMALL WASH, AND IN THE TOP OF THE WEST
 DU0086'EDGE OF A FLAT LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED A 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1536 ***********************************************************************
 GR1536  DESIGNATION -  A 47
 GR1536  PID         -  GR1536
 GR1536  STATE/COUNTY-  AZ/MOHAVE
 GR1536  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1536
 GR1536                         *CURRENT SURVEY CONTROL
 GR1536  ___________________________________________________________________
 GR1536* NAD 83(1992)-  36 00 48.30936(N)    114 13 19.02224(W)     ADJUSTED  
 GR1536* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1536  ___________________________________________________________________
 GR1536  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 GR1536  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GR1536
 GR1536  HORZ ORDER  -  THIRD
 GR1536
 GR1536.The horizontal coordinates were established by classical geodetic methods
 GR1536.and adjusted by the National Geodetic Survey in August 1993..
 GR1536
 GR1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1536
 GR1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1536
 GR1536.The geoid height was determined by GEOID03.
 GR1536
 GR1536;                    North         East     Units Scale Factor Converg.
 GR1536;SPC AZ W     -   556,123.290   170,817.088   MT  0.99995563   -0 16 39.0
 GR1536;SPC AZ W     - 1,824,551.48    560,423.52   iFT  0.99995563   -0 16 39.0
 GR1536;SPC NV E     - 8,141,016.630   322,717.810   MT  1.00008551   +0 48 02.0
 GR1536;SPC NV E     -26,709,318.73  1,058,783.35   sFT  1.00008551   +0 48 02.0
 GR1536;UTM  11      - 3,989,007.285   750,367.088   MT  1.00037245   +1 38 03.4
 GR1536
 GR1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1536!SPC AZ W     -   0.99994506  x   0.99995563  =   0.99990069
 GR1536!SPC NV E     -   0.99994506  x   1.00008551  =   1.00003056
 GR1536!UTM  11      -   0.99994506  x   1.00037245  =   1.00031749
 GR1536
 GR1536:                Primary Azimuth Mark                     Grid Az
 GR1536:SPC AZ W     -  A 46                                     241 52 28.3
 GR1536:SPC NV E     -  A 46                                     240 47 47.3
 GR1536:UTM  11      -  A 46                                     239 57 45.9
 GR1536
 GR1536|---------------------------------------------------------------------|
 GR1536| PID    Reference Object                     Distance      Geod. Az  |
 GR1536|                                                           dddmmss.s |
 GR1536| GR1535 A 46                                APPROX. 0.8 KM 2413549.3 |
 GR1536| GR1629 N 124                               488.693 METERS 3403943.3 |
 GR1536|---------------------------------------------------------------------|
 GR1536
 GR1536                          SUPERSEDED SURVEY CONTROL
 GR1536
 GR1536  NAD 83(1986)-  36 00 48.30235(N)    114 13 19.01955(W) AD(       ) 3
 GR1536  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1536
 GR1536.Superseded values are not recommended for survey control.
 GR1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1536.See file dsdata.txt to determine how the superseded data were derived.
 GR1536
 GR1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5036789007(NAD 83)
 GR1536_MARKER: DS = TRIANGULATION STATION DISK
 GR1536_SETTING: 66 = SET IN ROCK OUTCROP
 GR1536_SP_SET: SET IN ROCK OUTCROP
 GR1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1536+STABILITY: POSITION/ELEVATION WELL
 GR1536
 GR1536  HISTORY     - Date     Condition        Report By
 GR1536  HISTORY     - 1948     MONUMENTED       USGS
 GR1536
 GR1536                          STATION DESCRIPTION
 GR1536
 GR1536'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1536'LOCATED ABOUT 0.9 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1536'VIRGIN CANYON.  IN VIRGIN CANYON, ON PROMINENT ROCKY POINT, ABOUT
 GR1536'70 FT. ABOVE HIGH WATER MARK.
 GR1536'
 GR1536'TO REACH NOT GIVEN.
 GR1536'
 GR1536'STATION MARK--STANDARD TABLET STAMPED---A47 1948---, CEMENTED IN
 GR1536'ROCK OUTCROP.
 GR1536'
 GR1536'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1139 ***********************************************************************
 DB1139  DESIGNATION -  A 470
 DB1139  PID         -  DB1139
 DB1139  STATE/COUNTY-  AZ/YUMA
 DB1139  USGS QUAD   -  WELLTON (1982)
 DB1139
 DB1139                         *CURRENT SURVEY CONTROL
 DB1139  ___________________________________________________________________
 DB1139* NAD 83(1986)-  32 39 38.     (N)    114 12 16.     (W)     SCALED    
 DB1139* NAVD 88     -        69.831  (meters)     229.10   (feet)  ADJUSTED  
 DB1139  ___________________________________________________________________
 DB1139  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DB1139  DYNAMIC HT  -          69.751 (meters)     228.84  (feet)  COMP
 DB1139  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DB1139
 DB1139  VERT ORDER  -  FIRST     CLASS II
 DB1139
 DB1139.The horizontal coordinates were scaled from a topographic map and have
 DB1139.an estimated accuracy of +/- 6 seconds.
 DB1139
 DB1139.The orthometric height was determined by differential leveling
 DB1139.and adjusted by the National Geodetic Survey in June 1991..
 DB1139
 DB1139.The geoid height was determined by GEOID03.
 DB1139
 DB1139.The dynamic height is computed by dividing the NAVD 88
 DB1139.geopotential number by the normal gravity value computed on the
 DB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1139.degrees latitude (g = 980.6199 gals.).
 DB1139
 DB1139.The modeled gravity was interpolated from observed gravity values.
 DB1139
 DB1139;                    North         East    Units  Estimated Accuracy
 DB1139;SPC AZ W     -   184,210.      170,730.      MT  (+/- 180 meters Scaled)
 DB1139
 DB1139                          SUPERSEDED SURVEY CONTROL
 DB1139
 DB1139.No superseded survey control is available for this station.
 DB1139
 DB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS621171(NAD 83)
 DB1139_MARKER: DB = BENCH MARK DISK
 DB1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DB1139_SP_SET: ABUTMENT
 DB1139_STAMPING: A 470 1981
 DB1139_MARK LOGO: NGS   
 DB1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1139
 DB1139  HISTORY     - Date     Condition        Report By
 DB1139  HISTORY     - 1981     MONUMENTED       NGS
 DB1139
 DB1139                          STATION DESCRIPTION
 DB1139
 DB1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1139'5.6 KM (3.5 MI) WEST FROM WELLTON.
 DB1139'5.6 KM (3.5 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1139'WELLTON, 0.6 KM (0.4 MI) NORTHEAST OF THE JUNCTION OF AVENUE 25E, AT
 DB1139'SOUTHERN PACIFIC RAILROAD MILEPOLE 766, SET IN TOP OF THE NORTH END
 DB1139'OF THE WEST ABUTMENT OF RAILROAD BRIDGE NUMBER 766.01, 7.2 M (23.5 FT)
 DB1139'EAST OF THE MILEPOLE, 2.1 M (7.0 FT) NORTH OF THE NORTH RAIL OF THE
 DB1139'TRACKS.
 DB1139'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1200 ***********************************************************************
 DA1200  DESIGNATION -  A 471
 DA1200  PID         -  DA1200
 DA1200  STATE/COUNTY-  AZ/PIMA
 DA1200  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1200
 DA1200                         *CURRENT SURVEY CONTROL
 DA1200  ___________________________________________________________________
 DA1200* NAD 83(1986)-  32 01 39.     (N)    112 48 01.     (W)     SCALED    
 DA1200* NAVD 88     -       531.490  (meters)    1743.73   (feet)  ADJUSTED  
 DA1200  ___________________________________________________________________
 DA1200  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA1200  DYNAMIC HT  -         530.794 (meters)    1741.45  (feet)  COMP
 DA1200  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 DA1200
 DA1200  VERT ORDER  -  FIRST     CLASS II
 DA1200
 DA1200.The horizontal coordinates were scaled from a topographic map and have
 DA1200.an estimated accuracy of +/- 6 seconds.
 DA1200
 DA1200.The orthometric height was determined by differential leveling
 DA1200.and adjusted by the National Geodetic Survey in June 1991..
 DA1200
 DA1200.The geoid height was determined by GEOID03.
 DA1200
 DA1200.The dynamic height is computed by dividing the NAVD 88
 DA1200.geopotential number by the normal gravity value computed on the
 DA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1200.degrees latitude (g = 980.6199 gals.).
 DA1200
 DA1200.The modeled gravity was interpolated from observed gravity values.
 DA1200
 DA1200;                    North         East    Units  Estimated Accuracy
 DA1200;SPC AZ C     -   114,260.      129,900.      MT  (+/- 180 meters Scaled)
 DA1200
 DA1200                          SUPERSEDED SURVEY CONTROL
 DA1200
 DA1200.No superseded survey control is available for this station.
 DA1200
 DA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA299449(NAD 83)
 DA1200_MARKER: DB = BENCH MARK DISK
 DA1200_SETTING: 66 = SET IN ROCK OUTCROP
 DA1200_SP_SET: ROCK OUTCROP
 DA1200_STAMPING: A 471 1981
 DA1200_MARK LOGO: NGS   
 DA1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1200+STABILITY: POSITION/ELEVATION WELL
 DA1200
 DA1200  HISTORY     - Date     Condition        Report By
 DA1200  HISTORY     - 1981     MONUMENTED       NGS
 DA1200  HISTORY     - 19941110 GOOD             USPSQD
 DA1200  HISTORY     - 19970306 GOOD             USPSQD
 DA1200
 DA1200                          STATION DESCRIPTION
 DA1200
 DA1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1200'16.7 KM (10.4 MI) NE FROM LUKEVILLE.
 DA1200'16.7 KM (10.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 DA1200'OFFICE IN LUKEVILLE, ALSO 27.45 KM (17.05 MI) SOUTHWEST ALONG STATE
 DA1200'HIGHWAY 85 FROM WHY, AT HIGHWAY MILEPOST 70, SET IN TOP OF A WHITE
 DA1200'COLORED ROCK OUTCROP, 5.9 M (11.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1200'OF THE HIGHWAY, 38.7 M (127 FT) NORTHEAST OF THE MILEPOST.
 DA1200'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA1200'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 DA1200
 DA1200                          STATION RECOVERY (1994)
 DA1200
 DA1200'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1200'RECOVERED IN GOOD CONDITION.
 DA1200
 DA1200                          STATION RECOVERY (1997)
 DA1200
 DA1200'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0723 ***********************************************************************
 EU0723  DESIGNATION -  A 472
 EU0723  PID         -  EU0723
 EU0723  STATE/COUNTY-  AZ/MOHAVE
 EU0723  USGS QUAD   -  YUCCA SE (1970)
 EU0723
 EU0723                         *CURRENT SURVEY CONTROL
 EU0723  ___________________________________________________________________
 EU0723* NAD 83(1986)-  34 50 02.     (N)    114 05 21.     (W)     SCALED    
 EU0723* NAVD 88     -       645.795  (meters)    2118.75   (feet)  ADJUSTED  
 EU0723  ___________________________________________________________________
 EU0723  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 EU0723  DYNAMIC HT  -         645.067 (meters)    2116.36  (feet)  COMP
 EU0723  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 EU0723  OBS GRAVITY -     979,482.3   (mgal)                       GRAV_OBS
 EU0723
 EU0723  VERT ORDER  -  FIRST     CLASS II
 EU0723
 EU0723.The horizontal coordinates were scaled from a topographic map and have
 EU0723.an estimated accuracy of +/- 6 seconds.
 EU0723
 EU0723.The orthometric height was determined by differential leveling
 EU0723.and adjusted by the National Geodetic Survey in June 1991..
 EU0723
 EU0723.The geoid height was determined by GEOID03.
 EU0723
 EU0723.The dynamic height is computed by dividing the NAVD 88
 EU0723.geopotential number by the normal gravity value computed on the
 EU0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0723.degrees latitude (g = 980.6199 gals.).
 EU0723
 EU0723.The modeled gravity was interpolated from observed gravity values.
 EU0723.The observed gravity was obtained from relative gravimeter ties
 EU0723.to the IGSN71 gravity network.
 EU0723
 EU0723;                    North         East    Units  Estimated Accuracy
 EU0723;SPC AZ W     -   425,210.      182,340.      MT  (+/- 180 meters Scaled)
 EU0723
 EU0723                          SUPERSEDED SURVEY CONTROL
 EU0723
 EU0723.No superseded survey control is available for this station.
 EU0723
 EU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU661584(NAD 83)
 EU0723_MARKER: I = METAL ROD
 EU0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0723_SP_SET: STAINLESS STEEL ROD
 EU0723_STAMPING: A 472 1981
 EU0723_MARK LOGO: NGS   
 EU0723_PROJECTION: FLUSH
 EU0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0723_ROD/PIPE-DEPTH: 3.7  meters
 EU0723
 EU0723  HISTORY     - Date     Condition        Report By
 EU0723  HISTORY     - 1981     MONUMENTED       NGS
 EU0723
 EU0723                          STATION DESCRIPTION
 EU0723
 EU0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0723'8.0 KM (5.0 MI) SE FROM YUCCA.
 EU0723'8.0 KM (5.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0723'INTERSTATE HIGHWAY 40 IN YUCCA, 0.25 KM (0.15 MI) SOUTHEAST OF THE
 EU0723'JUNCTION OF A DIRT ROAD LEADING NORTH-SOUTH, AT THE JUNCTION OF
 EU0723'ALLISON ROAD, 13.0 METERS (42.5 FT) SOUTHWEST OF THE CENTERLINE OF
 EU0723'ALAMO ROAD, 8.7 METERS (28.5 FT) NORTH OF THE CENTERLINE OF ALLISON
 EU0723'ROAD, 41.8 METERS (137 FT) NORTHWEST OF A WASH, 13.1 METERS (43.0 FT)
 EU0723'EAST OF A WHITE STREET SIGN, ROD DRIVEN TO REFUSAL.
 EU0723'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0723'THE MARK IS 0.6 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1300 ***********************************************************************
 DU1300  DESIGNATION -  A 473
 DU1300  PID         -  DU1300
 DU1300  STATE/COUNTY-  AZ/MARICOPA
 DU1300  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1300
 DU1300                         *CURRENT SURVEY CONTROL
 DU1300  ___________________________________________________________________
 DU1300* NAD 83(1986)-  33 39 16.     (N)    111 10 54.     (W)     SCALED    
 DU1300* NAVD 88     -       625.692  (meters)    2052.79   (feet)  ADJUSTED  
 DU1300  ___________________________________________________________________
 DU1300  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DU1300  DYNAMIC HT  -         624.899 (meters)    2050.19  (feet)  COMP
 DU1300  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 DU1300
 DU1300  VERT ORDER  -  FIRST     CLASS II
 DU1300
 DU1300.The horizontal coordinates were scaled from a topographic map and have
 DU1300.an estimated accuracy of +/- 6 seconds.
 DU1300
 DU1300.The orthometric height was determined by differential leveling
 DU1300.and adjusted by the National Geodetic Survey in June 1991..
 DU1300
 DU1300.The geoid height was determined by GEOID03.
 DU1300
 DU1300.The dynamic height is computed by dividing the NAVD 88
 DU1300.geopotential number by the normal gravity value computed on the
 DU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1300.degrees latitude (g = 980.6199 gals.).
 DU1300
 DU1300.The modeled gravity was interpolated from observed gravity values.
 DU1300
 DU1300;                    North         East    Units  Estimated Accuracy
 DU1300;SPC AZ C     -   294,570.      281,530.      MT  (+/- 180 meters Scaled)
 DU1300
 DU1300                          SUPERSEDED SURVEY CONTROL
 DU1300
 DU1300.No superseded survey control is available for this station.
 DU1300
 DU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC831238(NAD 83)
 DU1300_MARKER: DB = BENCH MARK DISK
 DU1300_SETTING: 66 = SET IN ROCK OUTCROP
 DU1300_SP_SET: ROCK OUTCROP
 DU1300_STAMPING: A 473 1980
 DU1300_MARK LOGO: NGS   
 DU1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1300+STABILITY: POSITION/ELEVATION WELL
 DU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1300+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1300
 DU1300  HISTORY     - Date     Condition        Report By
 DU1300  HISTORY     - 1980     MONUMENTED       NGS
 DU1300  HISTORY     - 20040403 GOOD             USPSQD
 DU1300
 DU1300                          STATION DESCRIPTION
 DU1300
 DU1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1300'4.0 KM (2.5 MI) SW FROM ROOSEVELT.
 DU1300'4.0 KM (2.5 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1300'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.1 KM (0.05 MI)
 DU1300'NORTH OF HIGHWAY MILEPOST 239, ON THE OUTSIDE OF A HIGHWAY CURVE,
 DU1300'IN TOP OF BEDROCK IN A SMALL RAVINE, 41.8 METERS (137 FT) EAST OF THE
 DU1300'CENTERLINE OF THE HIGHWAY, 35.7 METERS (117 FT) EAST OF THE TOP CENTER
 DU1300'OF THE EAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT WITH A ROCK
 DU1300'HEADWALL UNDER THE HIGHWAY, 1.5 METERS (5.0 FT) WEST OF THE BASE OF
 DU1300'A 1.5 METER (5 FT) TALL FACE OF OUTCROP.
 DU1300'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 DU1300'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU1300
 DU1300                          STATION RECOVERY (2004)
 DU1300
 DU1300'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1300'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1331 ***********************************************************************
 DU1331  DESIGNATION -  A 474
 DU1331  PID         -  DU1331
 DU1331  STATE/COUNTY-  AZ/MARICOPA
 DU1331  USGS QUAD   -  BUCKHORN (1982)
 DU1331
 DU1331                         *CURRENT SURVEY CONTROL
 DU1331  ___________________________________________________________________
 DU1331* NAD 83(1986)-  33 27 04.     (N)    111 41 04.     (W)     SCALED    
 DU1331* NAVD 88     -       463.142  (meters)    1519.49   (feet)  ADJUSTED  
 DU1331  ___________________________________________________________________
 DU1331  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU1331  DYNAMIC HT  -         462.591 (meters)    1517.68  (feet)  COMP
 DU1331  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 DU1331  OBS GRAVITY -     979,431.1   (mgal)                       GRAV_OBS
 DU1331
 DU1331  VERT ORDER  -  FIRST     CLASS II
 DU1331
 DU1331.The horizontal coordinates were scaled from a topographic map and have
 DU1331.an estimated accuracy of +/- 6 seconds.
 DU1331
 DU1331.The orthometric height was determined by differential leveling
 DU1331.and adjusted by the National Geodetic Survey in November 1993..
 DU1331
 DU1331.The geoid height was determined by GEOID03.
 DU1331
 DU1331.The dynamic height is computed by dividing the NAVD 88
 DU1331.geopotential number by the normal gravity value computed on the
 DU1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1331.degrees latitude (g = 980.6199 gals.).
 DU1331
 DU1331.The modeled gravity was interpolated from observed gravity values.
 DU1331.The observed gravity was obtained from relative gravimeter ties
 DU1331.to the IGSN71 gravity network.
 DU1331
 DU1331;                    North         East    Units  Estimated Accuracy
 DU1331;SPC AZ C     -   271,800.      234,950.      MT  (+/- 180 meters Scaled)
 DU1331
 DU1331                          SUPERSEDED SURVEY CONTROL
 DU1331
 DU1331  NAVD 88 (06/15/91)  463.151  (m)         1519.52   (f) UNKNOWN     1 2
 DU1331
 DU1331.Superseded values are not recommended for survey control.
 DU1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1331.See file dsdata.txt to determine how the superseded data were derived.
 DU1331
 DU1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC363015(NAD 83)
 DU1331_MARKER: I = METAL ROD
 DU1331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1331+WITH SETTING: INFORMATION.
 DU1331_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU1331_STAMPING: A 474 1981
 DU1331_MARK LOGO: NGS   
 DU1331_PROJECTION: FLUSH
 DU1331_MAGNETIC: I = MARKER IS A STEEL ROD
 DU1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1331+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 DU1331_ROD/PIPE-DEPTH: 1    meters
 DU1331
 DU1331  HISTORY     - Date     Condition        Report By
 DU1331  HISTORY     - 1981     MONUMENTED       NGS
 DU1331  HISTORY     - 19920120 GOOD             NGS
 DU1331
 DU1331                          STATION DESCRIPTION
 DU1331
 DU1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1331'5.6 KM (3.5 MI) NE FROM BUCKHORN.
 DU1331'THE MARK IS 0.7 M BELOW BUSH HIGHWAY.
 DU1331'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1331'FROM THE POST OFFICE AT BUCKHORN, THENCE 4.0 KILOMETERS (2.5 MILES)
 DU1331'NORTH ALONG THE BUSH HIGHWAY, AT THE SOUTHWEST CORNER OF
 DU1331'THE INTERSECTION OF MCKELLIPS ROAD, 32.0 METERS (105.0 FEET) WEST OF
 DU1331'THE CENTERLINE OF BUSH HIGHWAY, 62.6 METERS (205.5 FEET) SOUTH OF THE
 DU1331'CENTERLINE OF MCKELLIPS ROAD, 49.4 METERS (162.0 FEET) EAST OF THE
 DU1331'SOUTHEAST CORNER OF A 100 X 150 FT. BUILDING HOUSING A GROCERY STORE,
 DU1331'AND 5.7 METERS (18.7 FEET) SOUTHWEST OF THE WEST LEG OF A 10 X 20 FT.
 DU1331'BULLBOARD SIGN.  NOTE MARK WAS DRIVEN TO REFUSAL AT A DEPTH OF 1 METER
 DU1331'(3.5 FEET).
 DU1331'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1331
 DU1331                          STATION RECOVERY (1992)
 DU1331
 DU1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1331'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1331'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU1331'3.9 KM (2.40 MI) NORTHERLY ALONG NORTH POWERS ROAD, A METAL ROD
 DU1331'DRIVEN 1.0 METER (3.3 FEET) AND FLUSH WITH THE GROUND, 62.7 M (205.7
 DU1331'FT) SOUTH OF THE CENTERLINE OF KELLIPS ROAD, 49.5 M (162.4 FT) EAST
 DU1331'OF THE SOUTHEAST CORNER OF SUN RANCH FOOD STORE, 31.8 M (104.3 FT)
 DU1331'WEST OF THE ROAD CENTERLINE, 5.7 M (18.7 FT) SOUTHWEST OF THE WEST
 DU1331'LEG OF A BILLBOARD, 1.6 M (5.2 FT) EAST OF A UTILITY POLE WITH 2 GUY
 DU1331'CABLES, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 DU1331'BELOW THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1264 ***********************************************************************
 DV1264  DESIGNATION -  A 475
 DV1264  PID         -  DV1264
 DV1264  STATE/COUNTY-  AZ/MARICOPA
 DV1264  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1264
 DV1264                         *CURRENT SURVEY CONTROL
 DV1264  ___________________________________________________________________
 DV1264* NAD 83(1986)-  33 40 09.     (N)    112 09 51.     (W)     SCALED    
 DV1264* NAVD 88     -       400.386  (meters)    1313.60   (feet)  ADJUSTED  
 DV1264  ___________________________________________________________________
 DV1264  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1264  DYNAMIC HT  -         399.921 (meters)    1312.07  (feet)  COMP
 DV1264  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 DV1264
 DV1264  VERT ORDER  -  FIRST     CLASS II
 DV1264
 DV1264.The horizontal coordinates were scaled from a topographic map and have
 DV1264.an estimated accuracy of +/- 6 seconds.
 DV1264
 DV1264.The orthometric height was determined by differential leveling
 DV1264.and adjusted by the National Geodetic Survey in June 1991..
 DV1264
 DV1264.The geoid height was determined by GEOID03.
 DV1264
 DV1264.The dynamic height is computed by dividing the NAVD 88
 DV1264.geopotential number by the normal gravity value computed on the
 DV1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1264.degrees latitude (g = 980.6199 gals.).
 DV1264
 DV1264.The modeled gravity was interpolated from observed gravity values.
 DV1264
 DV1264;                    North         East    Units  Estimated Accuracy
 DV1264;SPC AZ C     -   295,990.      190,410.      MT  (+/- 180 meters Scaled)
 DV1264
 DV1264                          SUPERSEDED SURVEY CONTROL
 DV1264
 DV1264.No superseded survey control is available for this station.
 DV1264
 DV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC920260(NAD 83)
 DV1264_MARKER: I = METAL ROD
 DV1264_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1264+WITH SETTING: INFORMATION.
 DV1264_STAMPING: A 475 1981
 DV1264_MARK LOGO: NGS   
 DV1264_PROJECTION: FLUSH
 DV1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1264_ROD/PIPE-DEPTH: 2.4  meters
 DV1264
 DV1264  HISTORY     - Date     Condition        Report By
 DV1264  HISTORY     - 1981     MONUMENTED       NGS
 DV1264  HISTORY     - 1984     GOOD             AZDT
 DV1264
 DV1264                          STATION DESCRIPTION
 DV1264
 DV1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1264'26.1 KM (16.2 MI) NW FROM PHOENIX.
 DV1264'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1264'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 4.7 KM (2.9 MI) WEST
 DV1264'ALONG BEARDSLEY ROAD, AT A BRICK ENTRANCE TO THE MARICOPA COUNTY
 DV1264'PROPERTY AND A 50 FOOT TALL WIND MILL, 0.25 KM (0.15 MI) WEST OF A
 DV1264'PAVED ROAD LEADING NORTH, 17.2 METERS (56.5 FT) NORTH OF THE
 DV1264'CENTERLINE OF THE ROAD, 3.3 METERS (10.8 FT) EAST OF THE WEST EDGE
 DV1264'OF THE BRICK PILLAR WHICH IS ON THE EDGE OF THE ENTRANCE ROAD, 4.0
 DV1264'METERS (13.0 FT) NORTH OF THE SOUTH END OF THE NORTH-SOUTH BRICK WALL,
 DV1264'0.5 METER (1.5 FT) WEST OF THE NORTH-SOUTH BRICK WALL, THE ROD WAS
 DV1264'DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.
 DV1264'THE MARK IS 0.3 M BELOW BEARDSLEY ROAD.
 DV1264
 DV1264                          STATION RECOVERY (1984)
 DV1264
 DV1264'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1238 ***********************************************************************
 DV1238  DESIGNATION -  A 476
 DV1238  PID         -  DV1238
 DV1238  STATE/COUNTY-  AZ/MARICOPA
 DV1238  USGS QUAD   -  COTTON CENTER NW (1973)
 DV1238
 DV1238                         *CURRENT SURVEY CONTROL
 DV1238  ___________________________________________________________________
 DV1238* NAD 83(1986)-  33 11 06.     (N)    112 42 12.     (W)     SCALED    
 DV1238* NAVD 88     -       228.997  (meters)     751.30   (feet)  ADJUSTED  
 DV1238  ___________________________________________________________________
 DV1238  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1238  DYNAMIC HT  -         228.731 (meters)     750.43  (feet)  COMP
 DV1238  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 DV1238
 DV1238  VERT ORDER  -  FIRST     CLASS II
 DV1238
 DV1238.The horizontal coordinates were scaled from a topographic map and have
 DV1238.an estimated accuracy of +/- 6 seconds.
 DV1238
 DV1238.The orthometric height was determined by differential leveling
 DV1238.and adjusted by the National Geodetic Survey in June 1991..
 DV1238
 DV1238.The geoid height was determined by GEOID03.
 DV1238
 DV1238.The dynamic height is computed by dividing the NAVD 88
 DV1238.geopotential number by the normal gravity value computed on the
 DV1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1238.degrees latitude (g = 980.6199 gals.).
 DV1238
 DV1238.The modeled gravity was interpolated from observed gravity values.
 DV1238
 DV1238;                    North         East    Units  Estimated Accuracy
 DV1238;SPC AZ C     -   242,540.      140,000.      MT  (+/- 180 meters Scaled)
 DV1238
 DV1238                          SUPERSEDED SURVEY CONTROL
 DV1238
 DV1238.No superseded survey control is available for this station.
 DV1238
 DV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB412730(NAD 83)
 DV1238_MARKER: DB = BENCH MARK DISK
 DV1238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1238_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1238_STAMPING: A 476 1981
 DV1238_MARK LOGO: NGS   
 DV1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1238+STABILITY: POSITION/ELEVATION WELL
 DV1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1238+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1238
 DV1238  HISTORY     - Date     Condition        Report By
 DV1238  HISTORY     - 1981     MONUMENTED       NGS
 DV1238  HISTORY     - 20060128 GOOD             USPSQD
 DV1238  HISTORY     - 20060129 GOOD             USPSQD
 DV1238
 DV1238                          STATION DESCRIPTION
 DV1238
 DV1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1238'21.3 KM (13.25 MI) SW FROM ARLINGTON.
 DV1238'21.3 KM (13.25 MI) SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD
 DV1238'FROM THE POST OFFICE AT ARLINGTON, AT DEEP WATER WELL IRRIGATION
 DV1238'PUMP 77-2, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE PAD WHICH
 DV1238'IS ATTACHED TO THE WELL CASING, 25.9 METERS (85 FT) SOUTH OF THE Y
 DV1238'JUNCTION OF PATTERSON ROAD, 21.6 METERS (71 FT) SOUTHWEST OF THE
 DV1238'CENTERLINE OF THE ROAD, 11 METERS (36 FT) SOUTHEAST OF THE EXTENDED
 DV1238'CENTERLINE OF PATTERSON ROAD, 0.7 METER (2.3 FT) NORTHEAST OF THE
 DV1238'CENTER OF THE PUMP, 0.5 METER (1.6 FT) SOUTH OF THE NORTH EDGE OF
 DV1238'THE PAD, 0.5 METER (1.6 FT) WEST OF THE EAST EDGE OF THE PAD.
 DV1238'THE MARK IS 0.4 M ABOVE THE ROAD.
 DV1238
 DV1238                          STATION RECOVERY (2006)
 DV1238
 DV1238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1238'RECOVERED AS DESCRIBED.
 DV1238
 DV1238                          STATION RECOVERY (2006)
 DV1238
 DV1238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1238'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1362 ***********************************************************************
 DV1362  DESIGNATION -  A 477
 DV1362  PID         -  DV1362
 DV1362  STATE/COUNTY-  AZ/MARICOPA
 DV1362  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1362
 DV1362                         *CURRENT SURVEY CONTROL
 DV1362  ___________________________________________________________________
 DV1362* NAD 83(1986)-  33 36 29.     (N)    113 18 06.     (W)     SCALED    
 DV1362* NAVD 88     -       442.107  (meters)    1450.48   (feet)  ADJUSTED  
 DV1362  ___________________________________________________________________
 DV1362  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1362  DYNAMIC HT  -         441.584 (meters)    1448.76  (feet)  COMP
 DV1362  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 DV1362
 DV1362  VERT ORDER  -  FIRST     CLASS II
 DV1362
 DV1362.The horizontal coordinates were scaled from a topographic map and have
 DV1362.an estimated accuracy of +/- 6 seconds.
 DV1362
 DV1362.The orthometric height was determined by differential leveling
 DV1362.and adjusted by the National Geodetic Survey in June 1991..
 DV1362
 DV1362.The geoid height was determined by GEOID03.
 DV1362
 DV1362.The dynamic height is computed by dividing the NAVD 88
 DV1362.geopotential number by the normal gravity value computed on the
 DV1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1362.degrees latitude (g = 980.6199 gals.).
 DV1362
 DV1362.The modeled gravity was interpolated from observed gravity values.
 DV1362
 DV1362;                    North         East    Units  Estimated Accuracy
 DV1362;SPC AZ C     -   290,040.       84,830.      MT  (+/- 180 meters Scaled)
 DV1362
 DV1362                          SUPERSEDED SURVEY CONTROL
 DV1362
 DV1362.No superseded survey control is available for this station.
 DV1362
 DV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC864210(NAD 83)
 DV1362_MARKER: I = METAL ROD
 DV1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1362_STAMPING: A 477 1981
 DV1362_MARK LOGO: NGS   
 DV1362_PROJECTION: FLUSH
 DV1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1362+STABILITY: POSITION/ELEVATION WELL
 DV1362_ROD/PIPE-DEPTH: 12.2 meters
 DV1362_SLEEVE-DEPTH  : 9.1 meters
 DV1362
 DV1362  HISTORY     - Date     Condition        Report By
 DV1362  HISTORY     - 1981     MONUMENTED       NGS
 DV1362  HISTORY     - 20020807 MARK NOT FOUND   MCDOT
 DV1362
 DV1362                          STATION DESCRIPTION
 DV1362
 DV1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1362'37.8 KM (23.5 MI) NW FROM TONOPAH.
 DV1362'11.0 KM (6.58 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1362'AT TONOPAH, THENCE 26.8 KM (16.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV1362'102.2 METERS (335 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 DV1362'EAGLE ROAD, 10.4 METERS (34 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1362'ROAD, 1.8 METERS (6.0 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY
 DV1362'SIGN READING AQUILA 27 MI HASSAYAMPA 38 MI.
 DV1362'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 DV1362'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1362
 DV1362                          STATION RECOVERY (2002)
 DV1362
 DV1362'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1362'WE BELIEVE IT WAS DESTROYED DUE TO ROAD WORK.
 DV1362' 
 DV1362' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1389 ***********************************************************************
 DV1389  DESIGNATION -  A 478
 DV1389  PID         -  DV1389
 DV1389  STATE/COUNTY-  AZ/LA PAZ
 DV1389  USGS QUAD   -  HOPE (1990)
 DV1389
 DV1389                         *CURRENT SURVEY CONTROL
 DV1389  ___________________________________________________________________
 DV1389* NAD 83(1986)-  33 44 40.     (N)    113 40 23.     (W)     SCALED    
 DV1389* NAVD 88     -       561.460  (meters)    1842.06   (feet)  ADJUSTED  
 DV1389  ___________________________________________________________________
 DV1389  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV1389  DYNAMIC HT  -         560.805 (meters)    1839.91  (feet)  COMP
 DV1389  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1389
 DV1389  VERT ORDER  -  FIRST     CLASS II
 DV1389
 DV1389.The horizontal coordinates were scaled from a topographic map and have
 DV1389.an estimated accuracy of +/- 6 seconds.
 DV1389
 DV1389.The orthometric height was determined by differential leveling
 DV1389.and adjusted by the National Geodetic Survey in June 1991..
 DV1389
 DV1389.The geoid height was determined by GEOID03.
 DV1389
 DV1389.The dynamic height is computed by dividing the NAVD 88
 DV1389.geopotential number by the normal gravity value computed on the
 DV1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1389.degrees latitude (g = 980.6199 gals.).
 DV1389
 DV1389.The modeled gravity was interpolated from observed gravity values.
 DV1389
 DV1389;                    North         East    Units  Estimated Accuracy
 DV1389;SPC AZ W     -   304,320.      220,490.      MT  (+/- 180 meters Scaled)
 DV1389
 DV1389                          SUPERSEDED SURVEY CONTROL
 DV1389
 DV1389.No superseded survey control is available for this station.
 DV1389
 DV1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC523370(NAD 83)
 DV1389_MARKER: DB = BENCH MARK DISK
 DV1389_SETTING: 66 = SET IN ROCK OUTCROP
 DV1389_SP_SET: ROCK OUTCROP
 DV1389_STAMPING: A 478 1981
 DV1389_MARK LOGO: NGS   
 DV1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1389+STABILITY: POSITION/ELEVATION WELL
 DV1389
 DV1389  HISTORY     - Date     Condition        Report By
 DV1389  HISTORY     - 1981     MONUMENTED       NGS
 DV1389  HISTORY     - 1981     GOOD             NGS
 DV1389  HISTORY     - 1981     GOOD             NGS
 DV1389
 DV1389                          STATION DESCRIPTION
 DV1389
 DV1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1389'7.4 KM (4.6 MI) SW FROM SALOME.
 DV1389'7.4 KM (4.6 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1389'SALOME ROAD AT SALOME, IN TOP OF THE WEST SLOPE OF A GRANITE OUTCROP,
 DV1389'2.4 METERS (8 FT) SOUTHWEST OF THE SOUTHWEST FACE OF AND AT THE WEST
 DV1389'END OF A PREDOMINENT GRANITE RIDGE ON THE WEST SLOPE OF A GRANITE
 DV1389'MOUNTAIN, 0.3 KM (0.2 MI) NORTH-NORTHEAST OF A HIGHWAY GRANITE CUT,
 DV1389'0.2 KM (0.1 MI) NORTH-NORTHEAST OF HIGHWAY MILE POST 52, 62.5 METERS
 DV1389'(205 FT) EAST-SOUTHEAST OF AND ACROSS THE OLD HIGHWAY FROM THE
 DV1389'CENTERLINE OF THE HIGHWAY, 50.6 METERS (166 FT) SOUTH OF AN
 DV1389'UNDERGROUND CABLE WOODEN WITNESS POST 470, 48.2 METERS (158 FT)
 DV1389'NORTHEAST OF POWER LINE POLE 39-1, 30.8 METERS (101 FT) EAST-SOUTHEAST
 DV1389'OF THE RIGHT OF WAY FENCE, 15.5 METERS (51 FT) SOUTH OF THE CENTER
 DV1389'OF A RAVINE, 0.45 METER (1.6 FT) BELOW THE BASE OF THE WITNESS POST.
 DV1389'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DV1389'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 DV1389
 DV1389                          STATION RECOVERY (1981)
 DV1389
 DV1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1389'RECOVERED IN GOOD CONDITION.
 DV1389
 DV1389                          STATION RECOVERY (1981)
 DV1389
 DV1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1306 ***********************************************************************
 DW1306  DESIGNATION -  A 479
 DW1306  PID         -  DW1306
 DW1306  STATE/COUNTY-  AZ/LA PAZ
 DW1306  USGS QUAD   -  QUARTZSITE (1990)
 DW1306
 DW1306                         *CURRENT SURVEY CONTROL
 DW1306  ___________________________________________________________________
 DW1306* NAD 83(1986)-  33 39 53.     (N)    114 12 05.     (W)     SCALED    
 DW1306* NAVD 88     -       280.112  (meters)     919.00   (feet)  ADJUSTED  
 DW1306  ___________________________________________________________________
 DW1306  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DW1306  DYNAMIC HT  -         279.797 (meters)     917.97  (feet)  COMP
 DW1306  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 DW1306
 DW1306  VERT ORDER  -  FIRST     CLASS II
 DW1306
 DW1306.The horizontal coordinates were scaled from a topographic map and have
 DW1306.an estimated accuracy of +/- 6 seconds.
 DW1306
 DW1306.The orthometric height was determined by differential leveling
 DW1306.and adjusted by the National Geodetic Survey in June 1991..
 DW1306
 DW1306.The geoid height was determined by GEOID03.
 DW1306
 DW1306.The dynamic height is computed by dividing the NAVD 88
 DW1306.geopotential number by the normal gravity value computed on the
 DW1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1306.degrees latitude (g = 980.6199 gals.).
 DW1306
 DW1306.The modeled gravity was interpolated from observed gravity values.
 DW1306
 DW1306;                    North         East    Units  Estimated Accuracy
 DW1306;SPC AZ W     -   295,570.      171,500.      MT  (+/- 180 meters Scaled)
 DW1306
 DW1306                          SUPERSEDED SURVEY CONTROL
 DW1306
 DW1306.No superseded survey control is available for this station.
 DW1306
 DW1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT594284(NAD 83)
 DW1306_MARKER: DB = BENCH MARK DISK
 DW1306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1306_SP_SET: BRIDGE PIER
 DW1306_STAMPING: A 479 1981
 DW1306_MARK LOGO: NGS   
 DW1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1306
 DW1306  HISTORY     - Date     Condition        Report By
 DW1306  HISTORY     - 1981     MONUMENTED       NGS
 DW1306
 DW1306                          STATION DESCRIPTION
 DW1306
 DW1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1306'1.5 KM (0.95 MI) EAST FROM QUARTZSITE.
 DW1306'1.5 KM (0.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1306'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) WEST OF HIGHWAY
 DW1306'MILEPOST 20, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER FOR
 DW1306'THE INTERSTATE 10 BUSINESS ROUTE OVERPASS, 16.3 METERS (53.5 FT) SOUTH
 DW1306'OF THE CENTERLINE OF THE WEST-BOUND LANES, 1.6 METERS (5.2 FT) ABOVE
 DW1306'THE GROUND, 1.7 METERS (5.6 FT) WEST OF THE EAST END OF THE PIER.
 DW1306'THE MARK IS 0.8 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0166 ***********************************************************************
 ER0166  DESIGNATION -  A 48
 ER0166  PID         -  ER0166
 ER0166  STATE/COUNTY-  AZ/APACHE
 ER0166  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0166
 ER0166                         *CURRENT SURVEY CONTROL
 ER0166  ___________________________________________________________________
 ER0166* NAD 83(1986)-  34 43 01.     (N)    109 15 43.     (W)     SCALED    
 ER0166* NAVD 88     -      1740.766  (meters)    5711.16   (feet)  ADJUSTED  
 ER0166  ___________________________________________________________________
 ER0166  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0166  DYNAMIC HT  -        1738.293 (meters)    5703.05  (feet)  COMP
 ER0166  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 ER0166
 ER0166  VERT ORDER  -  SECOND    CLASS 0
 ER0166
 ER0166.The horizontal coordinates were scaled from a topographic map and have
 ER0166.an estimated accuracy of +/- 6 seconds.
 ER0166
 ER0166.The orthometric height was determined by differential leveling
 ER0166.and adjusted by the National Geodetic Survey in June 1991..
 ER0166
 ER0166.The geoid height was determined by GEOID03.
 ER0166
 ER0166.The dynamic height is computed by dividing the NAVD 88
 ER0166.geopotential number by the normal gravity value computed on the
 ER0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0166.degrees latitude (g = 980.6199 gals.).
 ER0166
 ER0166.The modeled gravity was interpolated from observed gravity values.
 ER0166
 ER0166;                    North         East    Units  Estimated Accuracy
 ER0166;SPC AZ E     -   412,550.      296,230.      MT  (+/- 180 meters Scaled)
 ER0166
 ER0166                          SUPERSEDED SURVEY CONTROL
 ER0166
 ER0166  NGVD 29 (??/??/92) 1739.919  (m)         5708.38   (f) ADJ UNCH    2 0
 ER0166
 ER0166.Superseded values are not recommended for survey control.
 ER0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0166.See file dsdata.txt to determine how the superseded data were derived.
 ER0166
 ER0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD591430(NAD 83)
 ER0166_MARKER: DB = BENCH MARK DISK
 ER0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0166_STAMPING: A 48 1934
 ER0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0166+STABILITY: SURFACE MOTION
 ER0166
 ER0166  HISTORY     - Date     Condition        Report By
 ER0166  HISTORY     - 1934     MONUMENTED       CGS
 ER0166  HISTORY     - 1974     GOOD             USGS
 ER0166
 ER0166                          STATION DESCRIPTION
 ER0166
 ER0166'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0166'17.2 MI N FROM ST JOHNS.
 ER0166'17.2 MI. NORTH ALONG THE 1934 LOCATION OF STATE HIGHWAY 61 FROM THE
 ER0166'HIGH SCHOOL AT ST. JOHNS 16.4 MILES NORTH ALONG US HIGHWAY 666 FROM
 ER0166'THE P O IN ST. JOHNS, ON THE SOUTH BANK OF THE ZUNI RIVER.  ABOUT 155
 ER0166'FT. WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 7 FT. LOWER, IN THE
 ER0166'WEST END OF THE OLD HEADWALL OF THE BRIDGE OVER THE ZUNI RIVER, A
 ER0166'STANDARD DISK STAMPED A 48 1934 SET IN SOLID CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1537 ***********************************************************************
 GR1537  DESIGNATION -  A 48
 GR1537  PID         -  GR1537
 GR1537  STATE/COUNTY-  AZ/MOHAVE
 GR1537  USGS QUAD   -  THE TEMPLE (1983)
 GR1537
 GR1537                         *CURRENT SURVEY CONTROL
 GR1537  ___________________________________________________________________
 GR1537* NAD 83(1992)-  36 00 16.73140(N)    114 15 34.86359(W)     ADJUSTED  
 GR1537* NAVD 88     -       588.7    (meters)    1931.     (feet)  VERTCON   
 GR1537  ___________________________________________________________________
 GR1537  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 GR1537  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR1537
 GR1537  HORZ ORDER  -  THIRD
 GR1537
 GR1537.The horizontal coordinates were established by classical geodetic methods
 GR1537.and adjusted by the National Geodetic Survey in August 1993..
 GR1537
 GR1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1537
 GR1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1537
 GR1537.The geoid height was determined by GEOID03.
 GR1537
 GR1537;                    North         East     Units Scale Factor Converg.
 GR1537;SPC AZ W     -   555,167.180   167,410.552   MT  0.99995934   -0 17 58.6
 GR1537;SPC AZ W     - 1,821,414.63    549,247.22   iFT  0.99995934   -0 17 58.6
 GR1537;SPC NV E     - 8,139,996.479   319,329.447   MT  1.00007540   +0 46 41.5
 GR1537;SPC NV E     -26,705,971.78  1,047,666.69   sFT  1.00007540   +0 46 41.5
 GR1537;UTM  11      - 3,987,937.644   746,992.976   MT  1.00035177   +1 36 42.2
 GR1537
 GR1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1537!SPC AZ W     -   0.99991196  x   0.99995934  =   0.99987131
 GR1537!SPC NV E     -   0.99991196  x   1.00007540  =   0.99998736
 GR1537!UTM  11      -   0.99991196  x   1.00035177  =   1.00026370
 GR1537
 GR1537:                Primary Azimuth Mark                     Grid Az
 GR1537:SPC AZ W     -  A 38                                     294 07 46.6
 GR1537:SPC NV E     -  A 38                                     293 03 06.5
 GR1537:UTM  11      -  A 38                                     292 13 05.8
 GR1537
 GR1537|---------------------------------------------------------------------|
 GR1537| PID    Reference Object                     Distance      Geod. Az  |
 GR1537|                                                           dddmmss.s |
 GR1537| GR1526 A 38                                APPROX. 3.2 KM 2934948.0 |
 GR1537|---------------------------------------------------------------------|
 GR1537
 GR1537                          SUPERSEDED SURVEY CONTROL
 GR1537
 GR1537  NAD 83(1986)-  36 00 16.72445(N)    114 15 34.85933(W) AD(       ) 3
 GR1537  NGVD 29 (06/27/88)  588.0    (m)         1929.     (f) VERT ANG       
 GR1537
 GR1537.Superseded values are not recommended for survey control.
 GR1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1537.See file dsdata.txt to determine how the superseded data were derived.
 GR1537
 GR1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4699387938(NAD 83)
 GR1537_MARKER: DS = TRIANGULATION STATION DISK
 GR1537_SETTING: 80 = SET IN A BOULDER
 GR1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1537+STABILITY: SURFACE MOTION
 GR1537
 GR1537  HISTORY     - Date     Condition        Report By
 GR1537  HISTORY     - 1948     MONUMENTED       USGS
 GR1537
 GR1537                          STATION DESCRIPTION
 GR1537
 GR1537'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1537'LOCATED ABOUT 3 MI S. OF THE TEMPLE.  IN VIRGIN CANYON, AT
 GR1537'SOUTHWEST END OF PROMINENT, SHALEY, ISOLATED TOP, ABOUT 800 FT.
 GR1537'ABOVE HIGH WATER MARK.
 GR1537'
 GR1537'TO REACH NOT GIVEN.
 GR1537'
 GR1537'STATION MARK--STANDARD TABLET STAMPED---A48 1948---, CEMENTED IN
 GR1537'TOP OF BOULDER IN PLACE.
 GR1537'
 GR1537'RMS--NONE SET.
 GR1537'
 GR1537'NOTE--FAIRCHILD STATION DESIGNATED AS F148, 2.63 FT. SE. OF
 GR1537'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1482 ***********************************************************************
 DV1482  DESIGNATION -  A 480
 DV1482  PID         -  DV1482
 DV1482  STATE/COUNTY-  AZ/LA PAZ
 DV1482  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1482
 DV1482                         *CURRENT SURVEY CONTROL
 DV1482  ___________________________________________________________________
 DV1482* NAD 83(1986)-  33 53 49.     (N)    113 32 41.     (W)     SCALED    
 DV1482* NAVD 88     -       648.255  (meters)    2126.82   (feet)  ADJUSTED  
 DV1482  ___________________________________________________________________
 DV1482  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1482  DYNAMIC HT  -         647.486 (meters)    2124.29  (feet)  COMP
 DV1482  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 DV1482
 DV1482  VERT ORDER  -  FIRST     CLASS II
 DV1482
 DV1482.The horizontal coordinates were scaled from a topographic map and have
 DV1482.an estimated accuracy of +/- 6 seconds.
 DV1482
 DV1482.The orthometric height was determined by differential leveling
 DV1482.and adjusted by the National Geodetic Survey in June 1991..
 DV1482
 DV1482.The geoid height was determined by GEOID03.
 DV1482
 DV1482.The dynamic height is computed by dividing the NAVD 88
 DV1482.geopotential number by the normal gravity value computed on the
 DV1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1482.degrees latitude (g = 980.6199 gals.).
 DV1482
 DV1482.The modeled gravity was interpolated from observed gravity values.
 DV1482
 DV1482;                    North         East    Units  Estimated Accuracy
 DV1482;SPC AZ W     -   321,250.      232,350.      MT  (+/- 180 meters Scaled)
 DV1482
 DV1482                          SUPERSEDED SURVEY CONTROL
 DV1482
 DV1482.No superseded survey control is available for this station.
 DV1482
 DV1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC646536(NAD 83)
 DV1482_MARKER: I = METAL ROD
 DV1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1482_SP_SET: STAINLESS STEEL ROD
 DV1482_STAMPING: A 480 1981
 DV1482_MARK LOGO: NGS   
 DV1482_PROJECTION: FLUSH
 DV1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1482_ROD/PIPE-DEPTH: 6.7  meters
 DV1482
 DV1482  HISTORY     - Date     Condition        Report By
 DV1482  HISTORY     - 1981     MONUMENTED       NGS
 DV1482  HISTORY     - 19990306 GOOD             USPSQD
 DV1482
 DV1482                          STATION DESCRIPTION
 DV1482
 DV1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1482'8.5 KM (5.35 MI) NORTH FROM WENDEN.
 DV1482'8.5 KM (5.35 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1482'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) SOUTH OF A DIP
 DV1482'IN THE ROAD AT A DRY WASH, 18.8 METERS (61.5 FT) EAST OF THE
 DV1482'CENTERLINE OF THE ROAD, 7.4 METERS (24.3 FT) SOUTH OF A LARGE OCOTILLO
 DV1482'CACTUS.
 DV1482'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 DV1482'THE MARK IS 0.7 M BELOW THE ROAD.
 DV1482
 DV1482                          STATION RECOVERY (1999)
 DV1482
 DV1482'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0778 ***********************************************************************
 ET0778  DESIGNATION -  A 481
 ET0778  PID         -  ET0778
 ET0778  STATE/COUNTY-  AZ/MOHAVE
 ET0778  USGS QUAD   -  ALAMO DAM (1990)
 ET0778
 ET0778                         *CURRENT SURVEY CONTROL
 ET0778  ___________________________________________________________________
 ET0778* NAD 83(1986)-  34 14 09.     (N)    113 36 17.     (W)     SCALED    
 ET0778* NAVD 88     -       390.629  (meters)    1281.59   (feet)  ADJUSTED  
 ET0778  ___________________________________________________________________
 ET0778  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0778  DYNAMIC HT  -         390.196 (meters)    1280.17  (feet)  COMP
 ET0778  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 ET0778
 ET0778  VERT ORDER  -  FIRST     CLASS II
 ET0778
 ET0778.The horizontal coordinates were scaled from a topographic map and have
 ET0778.an estimated accuracy of +/- 6 seconds.
 ET0778
 ET0778.The orthometric height was determined by differential leveling
 ET0778.and adjusted by the National Geodetic Survey in June 1991..
 ET0778
 ET0778.The geoid height was determined by GEOID03.
 ET0778
 ET0778.The dynamic height is computed by dividing the NAVD 88
 ET0778.geopotential number by the normal gravity value computed on the
 ET0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0778.degrees latitude (g = 980.6199 gals.).
 ET0778
 ET0778.The modeled gravity was interpolated from observed gravity values.
 ET0778
 ET0778;                    North         East    Units  Estimated Accuracy
 ET0778;SPC AZ W     -   358,830.      226,740.      MT  (+/- 180 meters Scaled)
 ET0778
 ET0778                          SUPERSEDED SURVEY CONTROL
 ET0778
 ET0778.No superseded survey control is available for this station.
 ET0778
 ET0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC600913(NAD 83)
 ET0778_MARKER: DB = BENCH MARK DISK
 ET0778_SETTING: 66 = SET IN ROCK OUTCROP
 ET0778_SP_SET: ROCK OUTCROP
 ET0778_STAMPING: A 481 1981
 ET0778_MARK LOGO: NGS   
 ET0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0778+STABILITY: POSITION/ELEVATION WELL
 ET0778
 ET0778  HISTORY     - Date     Condition        Report By
 ET0778  HISTORY     - 1981     MONUMENTED       NGS
 ET0778
 ET0778                          STATION DESCRIPTION
 ET0778
 ET0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0778'1.25 KM (0.8 MI) NORTH FROM ALAMO LAKE.
 ET0778'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0778'THE SOUTHEAST END OF THE DAM, THENCE 0.25 KM (0.15 MI) NORTH ALONG A
 ET0778'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, AT THE NORTH END OF
 ET0778'A SMALL RIDGE BETWEEN TWO HIGHER RIDGES, SET IN THE SOUTHWEST BASE OF
 ET0778'THE NORTHEAST END OF A 36 X 23 FOOT ROCK OUTCROP PROJECTING 10 FT, 7.5
 ET0778'METERS (24.6 FT) NORTHEAST OF THE CENTERLINE OF THE JEEP TRAIL, 9.5
 ET0778'METERS (31.0 FT) SOUTHEAST OF THE CENTERLINE OF A DRY WASH, 6.1 METERS
 ET0778'(20.0 FT) NORTHWEST OF THE HIGHEST POINT OF THE OUTCROP, 0.9 METERS
 ET0778'(3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 ET0778'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 ET0778'THE MARK IS 2.4 M BELOW THE TOP OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0801 ***********************************************************************
 ET0801  DESIGNATION -  A 482
 ET0801  PID         -  ET0801
 ET0801  STATE/COUNTY-  AZ/MOHAVE
 ET0801  USGS QUAD   -  SIGNAL (1990)
 ET0801
 ET0801                         *CURRENT SURVEY CONTROL
 ET0801  ___________________________________________________________________
 ET0801* NAD 83(1986)-  34 24 14.     (N)    113 44 30.     (W)     SCALED    
 ET0801* NAVD 88     -       756.174  (meters)    2480.88   (feet)  ADJUSTED  
 ET0801  ___________________________________________________________________
 ET0801  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ET0801  DYNAMIC HT  -         755.291 (meters)    2477.98  (feet)  COMP
 ET0801  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 ET0801
 ET0801  VERT ORDER  -  FIRST     CLASS II
 ET0801
 ET0801.The horizontal coordinates were scaled from a topographic map and have
 ET0801.an estimated accuracy of +/- 6 seconds.
 ET0801
 ET0801.The orthometric height was determined by differential leveling
 ET0801.and adjusted by the National Geodetic Survey in June 1991..
 ET0801
 ET0801.The geoid height was determined by GEOID03.
 ET0801
 ET0801.The dynamic height is computed by dividing the NAVD 88
 ET0801.geopotential number by the normal gravity value computed on the
 ET0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0801.degrees latitude (g = 980.6199 gals.).
 ET0801
 ET0801.The modeled gravity was interpolated from observed gravity values.
 ET0801
 ET0801;                    North         East    Units  Estimated Accuracy
 ET0801;SPC AZ W     -   377,460.      214,130.      MT  (+/- 180 meters Scaled)
 ET0801
 ET0801                          SUPERSEDED SURVEY CONTROL
 ET0801
 ET0801.No superseded survey control is available for this station.
 ET0801
 ET0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD479103(NAD 83)
 ET0801_MARKER: DB = BENCH MARK DISK
 ET0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0801_SP_SET: STAINLESS STEEL ROD
 ET0801_STAMPING: A 482 1981
 ET0801_MARK LOGO: NGS   
 ET0801_PROJECTION: FLUSH
 ET0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0801_ROD/PIPE-DEPTH: 0.75 meters
 ET0801
 ET0801  HISTORY     - Date     Condition        Report By
 ET0801  HISTORY     - 1981     MONUMENTED       NGS
 ET0801
 ET0801                          STATION DESCRIPTION
 ET0801
 ET0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0801'70.7 KM (43.9 MI) SE FROM YUCCA.
 ET0801'70.7 KM (43.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0801'INTERSTATE HIGHWAY 40 IN YUCCA, 1.0 KM (0.65 MI) SOUTH OF A HIGH
 ET0801'TENSION POWER LINE CROSSING, SET ON TOP OF A LOW, SHORT RIDGE, 12.6
 ET0801'METERS (41.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.3 METERS
 ET0801'(7.5 FT) NORTHEAST OF A LONE, ARMLESS 12-FOOT SAGUARO CACTUS, NOTE-THE
 ET0801'MARK IS A 2.5 FOOT ROD DRIVEN TO REFUSAL INTO DECOMPOSED GRANITE,
 ET0801'SPOTS OF FRACTURED OUTCROP ARE VISIBLE AND THE MARK IS BELIEVED
 ET0801'EMBEDDED IN THE GRANTIE.
 ET0801'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 ET0801'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0909 ***********************************************************************
 FS0909  DESIGNATION -  A 484
 FS0909  PID         -  FS0909
 FS0909  STATE/COUNTY-  AZ/MOHAVE
 FS0909  USGS QUAD   -  KINGMAN (1980)
 FS0909
 FS0909                         *CURRENT SURVEY CONTROL
 FS0909  ___________________________________________________________________
 FS0909* NAD 83(1986)-  35 11 21.     (N)    114 03 42.     (W)     SCALED    
 FS0909* NAVD 88     -      1013.725  (meters)    3325.86   (feet)  ADJUSTED  
 FS0909  ___________________________________________________________________
 FS0909  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0909  DYNAMIC HT  -        1012.534 (meters)    3321.96  (feet)  COMP
 FS0909  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 FS0909
 FS0909  VERT ORDER  -  FIRST     CLASS II
 FS0909
 FS0909.The horizontal coordinates were scaled from a topographic map and have
 FS0909.an estimated accuracy of +/- 6 seconds.
 FS0909
 FS0909.The orthometric height was determined by differential leveling
 FS0909.and adjusted by the National Geodetic Survey in June 1991..
 FS0909
 FS0909.The geoid height was determined by GEOID03.
 FS0909
 FS0909.The dynamic height is computed by dividing the NAVD 88
 FS0909.geopotential number by the normal gravity value computed on the
 FS0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0909.degrees latitude (g = 980.6199 gals.).
 FS0909
 FS0909.The modeled gravity was interpolated from observed gravity values.
 FS0909
 FS0909;                    North         East    Units  Estimated Accuracy
 FS0909;SPC AZ W     -   464,620.      184,980.      MT  (+/- 180 meters Scaled)
 FS0909
 FS0909                          SUPERSEDED SURVEY CONTROL
 FS0909
 FS0909.No superseded survey control is available for this station.
 FS0909
 FS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU675979(NAD 83)
 FS0909_MARKER: DB = BENCH MARK DISK
 FS0909_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FS0909_SP_SET: BRIDGE GUARDRAIL
 FS0909_STAMPING: A 484 1981
 FS0909_MARK LOGO: NGS   
 FS0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0909+STABILITY: POSITION/ELEVATION WELL
 FS0909
 FS0909  HISTORY     - Date     Condition        Report By
 FS0909  HISTORY     - UNK      MONUMENTED
 FS0909  HISTORY     - 1982     GOOD             NGS
 FS0909  HISTORY     - 1982     GOOD             NGS
 FS0909
 FS0909                          STATION DESCRIPTION
 FS0909
 FS0909'DESCRIBED UNK
 FS0909'1.0 KM (0.6 MI) WEST FROM KINGMAN.
 FS0909'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0909'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 FS0909'OLD US HIGHWAY 66, 0.8 KM (0.5 MI) WEST OF THE ATCHISON, TOPEKA AND
 FS0909'SANTA FE RAILROAD STATION, 0.2 KM (0.1 MI) SOUTH OF THE CHAMBER OF
 FS0909'COMMERCE, AT A BRIDGE OVER A DRY WASH WITH EXPOSED OUTCROP, IN TOP
 FS0909'OF THE SOUTHEAST GUARDRAIL, 1.7 METERS (5.5 FT) SOUTHWEST OF THE
 FS0909'NORTHEAST END, 6.4 METERS (21 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FS0909'OLD HIGHWAY AND ABOUT 2 FEET ABOVE THE PAVEMENT.
 FS0909'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0909
 FS0909                          STATION RECOVERY (1982)
 FS0909
 FS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0909'RECOVERED IN GOOD CONDITION.
 FS0909
 FS0909                          STATION RECOVERY (1982)
 FS0909
 FS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0776 ***********************************************************************
 EU0776  DESIGNATION -  A 485
 EU0776  PID         -  EU0776
 EU0776  STATE/COUNTY-  AZ/MOHAVE
 EU0776  USGS QUAD   -  FRANCONIA (1970)
 EU0776
 EU0776                         *CURRENT SURVEY CONTROL
 EU0776  ___________________________________________________________________
 EU0776* NAD 83(1986)-  34 44 05.     (N)    114 15 30.     (W)     SCALED    
 EU0776* NAVD 88     -       348.226  (meters)    1142.47   (feet)  ADJUSTED  
 EU0776  ___________________________________________________________________
 EU0776  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EU0776  DYNAMIC HT  -         347.850 (meters)    1141.24  (feet)  COMP
 EU0776  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 EU0776
 EU0776  VERT ORDER  -  FIRST     CLASS II
 EU0776
 EU0776.The horizontal coordinates were scaled from a topographic map and have
 EU0776.an estimated accuracy of +/- 6 seconds.
 EU0776
 EU0776.The orthometric height was determined by differential leveling
 EU0776.and adjusted by the National Geodetic Survey in June 1991..
 EU0776
 EU0776.The geoid height was determined by GEOID03.
 EU0776
 EU0776.The dynamic height is computed by dividing the NAVD 88
 EU0776.geopotential number by the normal gravity value computed on the
 EU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0776.degrees latitude (g = 980.6199 gals.).
 EU0776
 EU0776.The modeled gravity was interpolated from observed gravity values.
 EU0776
 EU0776;                    North         East    Units  Estimated Accuracy
 EU0776;SPC AZ W     -   414,280.      166,810.      MT  (+/- 180 meters Scaled)
 EU0776
 EU0776                          SUPERSEDED SURVEY CONTROL
 EU0776
 EU0776.No superseded survey control is available for this station.
 EU0776
 EU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU510470(NAD 83)
 EU0776_MARKER: DB = BENCH MARK DISK
 EU0776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0776_SP_SET: PIER
 EU0776_STAMPING: A 485 1981
 EU0776_MARK LOGO: NGS   
 EU0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0776
 EU0776  HISTORY     - Date     Condition        Report By
 EU0776  HISTORY     - 1981     MONUMENTED       NGS
 EU0776
 EU0776                          STATION DESCRIPTION
 EU0776
 EU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0776'19.4 KM (12.05 MI) SW FROM YUCCA.
 EU0776'19.4 KM (12.05 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE
 EU0776'ALAMO ROAD OVERPASS IN YUCCA, 21 KM (13.05 MI) NORTHEAST OF TOPOCK,
 EU0776'SET VERTICALLY IN THE EAST FACE OF THE NORTH ONE OF TWO CENTER PIERS
 EU0776'SUPPORTING THE FRANCONIA ROAD OVERPASS, 11.1 METERS (36.5 FT) SOUTH OF
 EU0776'THE CENTERLINE OF THE WEST BOUND LANES, 1.4 METERS (4.5 FT) ABOVE THE
 EU0776'GROUND.
 EU0776'THE MARK IS 0.6 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0917 ***********************************************************************
 FS0917  DESIGNATION -  A 486
 FS0917  PID         -  FS0917
 FS0917  STATE/COUNTY-  AZ/MOHAVE
 FS0917  USGS QUAD   -  KINGMAN (1980)
 FS0917
 FS0917                         *CURRENT SURVEY CONTROL
 FS0917  ___________________________________________________________________
 FS0917* NAD 83(1986)-  35 12 24.     (N)    114 05 41.     (W)     SCALED    
 FS0917* NAVD 88     -      1128.636  (meters)    3702.87   (feet)  ADJUSTED  
 FS0917  ___________________________________________________________________
 FS0917  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0917  DYNAMIC HT  -        1127.301 (meters)    3698.49  (feet)  COMP
 FS0917  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FS0917  OBS GRAVITY -     979,408.7   (mgal)                       GRAV_OBS
 FS0917
 FS0917  VERT ORDER  -  FIRST     CLASS II
 FS0917
 FS0917.The horizontal coordinates were scaled from a topographic map and have
 FS0917.an estimated accuracy of +/- 6 seconds.
 FS0917
 FS0917.The orthometric height was determined by differential leveling
 FS0917.and adjusted by the National Geodetic Survey in June 1991..
 FS0917
 FS0917.The geoid height was determined by GEOID03.
 FS0917
 FS0917.The dynamic height is computed by dividing the NAVD 88
 FS0917.geopotential number by the normal gravity value computed on the
 FS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0917.degrees latitude (g = 980.6199 gals.).
 FS0917
 FS0917.The modeled gravity was interpolated from observed gravity values.
 FS0917.The observed gravity was obtained from relative gravimeter ties
 FS0917.to the IGSN71 gravity network.
 FS0917
 FS0917;                    North         East    Units  Estimated Accuracy
 FS0917;SPC AZ W     -   466,570.      181,970.      MT  (+/- 180 meters Scaled)
 FS0917
 FS0917                          SUPERSEDED SURVEY CONTROL
 FS0917
 FS0917.No superseded survey control is available for this station.
 FS0917
 FS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU644998(NAD 83)
 FS0917_MARKER: DB = BENCH MARK DISK
 FS0917_SETTING: 66 = SET IN ROCK OUTCROP
 FS0917_SP_SET: ROCK OUTCROP
 FS0917_STAMPING: A 486 1982
 FS0917_MARK LOGO: NGS   
 FS0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0917+STABILITY: POSITION/ELEVATION WELL
 FS0917
 FS0917  HISTORY     - Date     Condition        Report By
 FS0917  HISTORY     - 1982     MONUMENTED       NGS
 FS0917
 FS0917                          STATION DESCRIPTION
 FS0917
 FS0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0917'3.5 KM (2.2 MI) NW FROM KINGMAN.
 FS0917'3.5 KM (2.2 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0917'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A FLAT PORTION OF MASSIVE
 FS0917'SANDSTONE OUTCROP AT THE BASE OF FOUR GUY WIRES FOR A POWER LINE POLE,
 FS0917'22.5 METERS (74 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.3
 FS0917'METERS (47 FT) NORTHWEST OF A POWER LINE POLE, 22.8 METERS (75 FT)
 FS0917'SOUTHWEST OF A WIRE FENCE, 40.5 METERS (133 FT) WEST OF THE CENTERLINE
 FS0917'OF THE OLD HIGHWAY AT THE CROSSING OF A FENCE LINE, ABOUT LEVEL WITH
 FS0917'THE OLD HIGHWAY.
 FS0917'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0701 ***********************************************************************
 FR0701  DESIGNATION -  A 487
 FR0701  PID         -  FR0701
 FR0701  STATE/COUNTY-  AZ/MOHAVE
 FR0701  USGS QUAD   -  VALENTINE (1980)
 FR0701
 FR0701                         *CURRENT SURVEY CONTROL
 FR0701  ___________________________________________________________________
 FR0701* NAD 83(1986)-  35 23 44.     (N)    113 39 19.     (W)     SCALED    
 FR0701* NAVD 88     -      1177.519  (meters)    3863.24   (feet)  ADJUSTED  
 FR0701  ___________________________________________________________________
 FR0701  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FR0701  DYNAMIC HT  -        1176.085 (meters)    3858.54  (feet)  COMP
 FR0701  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 FR0701
 FR0701  VERT ORDER  -  FIRST     CLASS II
 FR0701
 FR0701.The horizontal coordinates were scaled from a topographic map and have
 FR0701.an estimated accuracy of +/- 6 seconds.
 FR0701
 FR0701.The orthometric height was determined by differential leveling
 FR0701.and adjusted by the National Geodetic Survey in June 1991..
 FR0701
 FR0701.The geoid height was determined by GEOID03.
 FR0701
 FR0701.The dynamic height is computed by dividing the NAVD 88
 FR0701.geopotential number by the normal gravity value computed on the
 FR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0701.degrees latitude (g = 980.6199 gals.).
 FR0701
 FR0701.The modeled gravity was interpolated from observed gravity values.
 FR0701
 FR0701;                    North         East    Units  Estimated Accuracy
 FR0701;SPC AZ W     -   487,480.      221,970.      MT  (+/- 180 meters Scaled)
 FR0701
 FR0701                          SUPERSEDED SURVEY CONTROL
 FR0701
 FR0701.No superseded survey control is available for this station.
 FR0701
 FR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE588201(NAD 83)
 FR0701_MARKER: DB = BENCH MARK DISK
 FR0701_SETTING: 66 = SET IN ROCK OUTCROP
 FR0701_SP_SET: ROCK OUTCROP
 FR0701_STAMPING: A 487 1982
 FR0701_MARK LOGO: NGS   
 FR0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0701+STABILITY: POSITION/ELEVATION WELL
 FR0701
 FR0701  HISTORY     - Date     Condition        Report By
 FR0701  HISTORY     - 1982     MONUMENTED       NGS
 FR0701
 FR0701                          STATION DESCRIPTION
 FR0701
 FR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0701'28.5 KM (17.7 MI) SW FROM PEACH SPRINGS.
 FR0701'28.5 KM (17.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0701'OFFICE AT PEACH SPRINGS, 0.9 KM (0.7 MILE) NORTHEAST OF THE OLD INDIAN
 FR0701'SCHOOL BUILDING AT VALENTINE, 0.16 KM (0.1 MILE) SOUTHWEST OF HIGHWAY
 FR0701'MILEPOST 86, 45.7 METERS (150.0 FEET) NORTHEAST OF THE NORTHEAST END
 FR0701'OF A HIGHWAY CUT, 23.4 METERS (77.0 FEET) NORTHWEST OF THE CENTERLINE
 FR0701'OF THE HIGHWAY, 7.6 METERS (25.0 FEET) SOUTHEAST OF A FENCE, IN TOP OF
 FR0701'A LOW FLAT LEDGE OF MASSIVE GRANITE OUTCROP.
 FR0701'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0728 ***********************************************************************
 FR0728  DESIGNATION -  A 488
 FR0728  PID         -  FR0728
 FR0728  STATE/COUNTY-  AZ/MOHAVE
 FR0728  USGS QUAD   -  NELSON (1967)
 FR0728
 FR0728                         *CURRENT SURVEY CONTROL
 FR0728  ___________________________________________________________________
 FR0728* NAD 83(1986)-  35 33 11.     (N)    113 21 48.     (W)     SCALED    
 FR0728* NAVD 88     -      1612.580  (meters)    5290.61   (feet)  ADJUSTED  
 FR0728  ___________________________________________________________________
 FR0728  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0728  DYNAMIC HT  -        1610.517 (meters)    5283.84  (feet)  COMP
 FR0728  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 FR0728
 FR0728  VERT ORDER  -  FIRST     CLASS II
 FR0728
 FR0728.The horizontal coordinates were scaled from a topographic map and have
 FR0728.an estimated accuracy of +/- 6 seconds.
 FR0728
 FR0728.The orthometric height was determined by differential leveling
 FR0728.and adjusted by the National Geodetic Survey in June 1991..
 FR0728
 FR0728.The geoid height was determined by GEOID03.
 FR0728
 FR0728.The dynamic height is computed by dividing the NAVD 88
 FR0728.geopotential number by the normal gravity value computed on the
 FR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0728.degrees latitude (g = 980.6199 gals.).
 FR0728
 FR0728.The modeled gravity was interpolated from observed gravity values.
 FR0728
 FR0728;                    North         East    Units  Estimated Accuracy
 FR0728;SPC AZ W     -   505,010.      248,420.      MT  (+/- 180 meters Scaled)
 FR0728
 FR0728                          SUPERSEDED SURVEY CONTROL
 FR0728
 FR0728.No superseded survey control is available for this station.
 FR0728
 FR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE857369(NAD 83)
 FR0728_MARKER: DB = BENCH MARK DISK
 FR0728_SETTING: 66 = SET IN ROCK OUTCROP
 FR0728_SP_SET: ROCK OUTCROP
 FR0728_STAMPING: A 488 1982
 FR0728_MARK LOGO: NGS   
 FR0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0728+STABILITY: POSITION/ELEVATION WELL
 FR0728
 FR0728  HISTORY     - Date     Condition        Report By
 FR0728  HISTORY     - 1982     MONUMENTED       NGS
 FR0728
 FR0728                          STATION DESCRIPTION
 FR0728
 FR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0728'9.3 KM (5.8 MI) EAST FROM PEACH SPRINGS.
 FR0728'9.3 KM (5.8 MI) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0728'PEACH SPRINGS, 0.7 KM (0.45 MI) WEST OF MILEPOST 108, 0.2 KM (0.1 MI)
 FR0728'WEST OF A CUT, AT THE WEST END OF A STEEL GUARD RAIL, IN TOP OF A
 FR0728'LIMESTONE OUTCROP PROJECTING 3-INCHES ABOVE THE GROUND, 22.8 METERS
 FR0728'(75 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 37.7 METERS (124 FT)
 FR0728'NORTHWEST OF THE WEST END OF THE GUARDRAIL, 9.1 METERS (30 FT) SOUTH O
 FR0728'FENCE.
 FR0728'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FR0728'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0762 ***********************************************************************
 FR0762  DESIGNATION -  A 489
 FR0762  PID         -  FR0762
 FR0762  STATE/COUNTY-  AZ/YAVAPAI
 FR0762  USGS QUAD   -  ASH FORK (1979)
 FR0762
 FR0762                         *CURRENT SURVEY CONTROL
 FR0762  ___________________________________________________________________
 FR0762* NAD 83(1986)-  35 13 10.     (N)    112 29 29.     (W)     SCALED    
 FR0762* NAVD 88     -      1571.291  (meters)    5155.14   (feet)  ADJUSTED  
 FR0762  ___________________________________________________________________
 FR0762  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 FR0762  DYNAMIC HT  -        1569.221 (meters)    5148.35  (feet)  COMP
 FR0762  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 FR0762
 FR0762  VERT ORDER  -  FIRST     CLASS II
 FR0762
 FR0762.The horizontal coordinates were scaled from a topographic map and have
 FR0762.an estimated accuracy of +/- 6 seconds.
 FR0762
 FR0762.The orthometric height was determined by differential leveling
 FR0762.and adjusted by the National Geodetic Survey in June 1991..
 FR0762
 FR0762.The geoid height was determined by GEOID03.
 FR0762
 FR0762.The dynamic height is computed by dividing the NAVD 88
 FR0762.geopotential number by the normal gravity value computed on the
 FR0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0762.degrees latitude (g = 980.6199 gals.).
 FR0762
 FR0762.The modeled gravity was interpolated from observed gravity values.
 FR0762
 FR0762;                    North         East    Units  Estimated Accuracy
 FR0762;SPC AZ C     -   468,070.      161,040.      MT  (+/- 180 meters Scaled)
 FR0762
 FR0762                          SUPERSEDED SURVEY CONTROL
 FR0762
 FR0762.No superseded survey control is available for this station.
 FR0762
 FR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD642983(NAD 83)
 FR0762_MARKER: DB = BENCH MARK DISK
 FR0762_SETTING: 66 = SET IN ROCK OUTCROP
 FR0762_SP_SET: ROCK OUTCROP
 FR0762_STAMPING: A 489 1982
 FR0762_MARK LOGO: NGS   
 FR0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0762+STABILITY: POSITION/ELEVATION WELL
 FR0762
 FR0762  HISTORY     - Date     Condition        Report By
 FR0762  HISTORY     - 1982     MONUMENTED       NGS
 FR0762
 FR0762                          STATION DESCRIPTION
 FR0762
 FR0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0762'1.6 KM (1.0 MI) WEST FROM ASH FORK.
 FR0762'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0762'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE VOLCANIC OUTCROP
 FR0762'PROJECTING 1 FOOT ABOVE THE GROUND, 0.3 KM (0.2 MI) EAST OF EXIT 144
 FR0762'UNDERPASS, AT A HIGHWAY SIGN READING ASH FORK BUS LOOP 40, 25 METERS
 FR0762'(83 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 91.4
 FR0762'METERS (300 FT) WEST OF THE EXTENDED CENTERLINE OF EIGHTH STREET, 13.4
 FR0762'METERS (44 FT) EAST OF THE EXTENDED CENTERLINE OF NINTH STREET, 6
 FR0762'METERS (20 FT) SOUTH OF A CHAIN LINK FENCE, 5 METERS (17 FT) NORTHEAST
 FR0762'OF AND ABOUT LEVEL WITH THE NORTH LEG OF THE SIGN.
 FR0762'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0762'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0040 ***********************************************************************
 GP0040  DESIGNATION -  A 49
 GP0040  PID         -  GP0040
 GP0040  STATE/COUNTY-  AZ/NAVAJO
 GP0040  USGS QUAD   -  MARSH PASS (1968)
 GP0040
 GP0040                         *CURRENT SURVEY CONTROL
 GP0040  ___________________________________________________________________
 GP0040* NAD 83(1986)-  36 37 55.     (N)    110 27 00.     (W)     SCALED    
 GP0040* NAVD 88     -      1906.496  (meters)    6254.90   (feet)  ADJUSTED  
 GP0040  ___________________________________________________________________
 GP0040  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GP0040  DYNAMIC HT  -        1904.133 (meters)    6247.14  (feet)  COMP
 GP0040  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 GP0040
 GP0040  VERT ORDER  -  FIRST     CLASS II
 GP0040
 GP0040.The horizontal coordinates were scaled from a topographic map and have
 GP0040.an estimated accuracy of +/- 6 seconds.
 GP0040
 GP0040.The orthometric height was determined by differential leveling
 GP0040.and adjusted by the National Geodetic Survey in June 1991..
 GP0040
 GP0040.The geoid height was determined by GEOID03.
 GP0040
 GP0040.The dynamic height is computed by dividing the NAVD 88
 GP0040.geopotential number by the normal gravity value computed on the
 GP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0040.degrees latitude (g = 980.6199 gals.).
 GP0040
 GP0040.The modeled gravity was interpolated from observed gravity values.
 GP0040
 GP0040;                    North         East    Units  Estimated Accuracy
 GP0040;SPC AZ E     -   624,670.      188,020.      MT  (+/- 180 meters Scaled)
 GP0040
 GP0040                          SUPERSEDED SURVEY CONTROL
 GP0040
 GP0040  NGVD 29 (??/??/92) 1905.522  (m)         6251.70   (f) ADJ UNCH    1 2
 GP0040
 GP0040.Superseded values are not recommended for survey control.
 GP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0040.See file dsdata.txt to determine how the superseded data were derived.
 GP0040
 GP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF491541(NAD 83)
 GP0040_MARKER: DB = BENCH MARK DISK
 GP0040_SETTING: 80 = SET IN A BOULDER
 GP0040_SP_SET: BOULDER
 GP0040_STAMPING: A 49 1934
 GP0040_MARK LOGO: CGS   
 GP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0040+STABILITY: SURFACE MOTION
 GP0040
 GP0040  HISTORY     - Date     Condition        Report By
 GP0040  HISTORY     - 1934     MONUMENTED       CGS
 GP0040  HISTORY     - 1983     GOOD             NGS
 GP0040
 GP0040                          STATION DESCRIPTION
 GP0040
 GP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0040'13.6 MI SW FROM KAYENTA.
 GP0040'13.6 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0040'COUNTY, 109 FEET SOUTHWEST OF A ROUGH TIMBER BRIDGE, 29 FEET NORTHWEST
 GP0040'OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHEAST OF A ROW OF POLES, IN
 GP0040'THE TOP OF A 4-BY 6-FOOT RED SANDSTONE BOULDER, 10 INCHES FROM THE
 GP0040'SOUTHEAST EDGE, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 GP0040'A 49 1934.
 GP0040
 GP0040                          STATION RECOVERY (1983)
 GP0040
 GP0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  20.9 KM
 GP0040'(13.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0040'U.S. HIGHWAY 163 IN KAYENTA, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST
 GP0040'381, 0.4 KM (0.25 MI) NORTHEAST OF A DIRT ROAD LEADING NORTHWEST, IN
 GP0040'THE CENTER OF THE EAST EDGE OF A 4- BY 8-FOOT BOULDER THAT PROJECTS
 GP0040'0.9 METER (3.0 FT) ABOVE THE GROUND, 16.4 METERS (53.8 FT) SOUTHEAST
 GP0040'OF A FENCE, 14.6 METERS (47.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0040'HIGHWAY, AND 5.4 METERS (17.7 FT) SOUTHEAST OF A UTILITY POLE.
 GP0040'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 GP0040'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1538 ***********************************************************************
 GR1538  DESIGNATION -  A 49
 GR1538  PID         -  GR1538
 GR1538  STATE/COUNTY-  AZ/MOHAVE
 GR1538  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1538
 GR1538                         *CURRENT SURVEY CONTROL
 GR1538  ___________________________________________________________________
 GR1538* NAD 83(1992)-  36 00 50.22596(N)    114 12 45.32988(W)     ADJUSTED  
 GR1538* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1538  ___________________________________________________________________
 GR1538  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 GR1538  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1538
 GR1538  HORZ ORDER  -  THIRD
 GR1538
 GR1538.The horizontal coordinates were established by classical geodetic methods
 GR1538.and adjusted by the National Geodetic Survey in August 1993..
 GR1538
 GR1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1538
 GR1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1538
 GR1538.The geoid height was determined by GEOID03.
 GR1538
 GR1538;                    North         East     Units Scale Factor Converg.
 GR1538;SPC AZ W     -   556,178.314   171,661.019   MT  0.99995475   -0 16 19.2
 GR1538;SPC AZ W     - 1,824,732.00    563,192.32   iFT  0.99995475   -0 16 19.2
 GR1538;SPC NV E     - 8,141,087.533   323,560.667   MT  1.00008806   +0 48 21.9
 GR1538;SPC NV E     -26,709,551.35  1,061,548.62   sFT  1.00008806   +0 48 21.9
 GR1538;UTM  11      - 3,989,090.468   751,209.067   MT  1.00037765   +1 38 23.3
 GR1538
 GR1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1538!SPC AZ W     -   0.99994741  x   0.99995475  =   0.99990216
 GR1538!SPC NV E     -   0.99994741  x   1.00008806  =   1.00003546
 GR1538!UTM  11      -   0.99994741  x   1.00037765  =   1.00032504
 GR1538
 GR1538:                Primary Azimuth Mark                     Grid Az
 GR1538:SPC AZ W     -  A 47                                     266 16 10.5
 GR1538:SPC NV E     -  A 47                                     265 11 29.4
 GR1538:UTM  11      -  A 47                                     264 21 28.0
 GR1538
 GR1538|---------------------------------------------------------------------|
 GR1538| PID    Reference Object                     Distance      Geod. Az  |
 GR1538|                                                           dddmmss.s |
 GR1538| GR1536 A 47                                APPROX. 0.8 KM 2655951.3 |
 GR1538| GR1630 N 125                               498.207 METERS 3305346.5 |
 GR1538|---------------------------------------------------------------------|
 GR1538
 GR1538                          SUPERSEDED SURVEY CONTROL
 GR1538
 GR1538  NAD 83(1986)-  36 00 50.21899(N)    114 12 45.32747(W) AD(       ) 3
 GR1538  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1538
 GR1538.Superseded values are not recommended for survey control.
 GR1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1538.See file dsdata.txt to determine how the superseded data were derived.
 GR1538
 GR1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5120989090(NAD 83)
 GR1538_MARKER: DS = TRIANGULATION STATION DISK
 GR1538_SETTING: 66 = SET IN ROCK OUTCROP
 GR1538_SP_SET: SET IN ROCK OUTCROP
 GR1538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1538+STABILITY: POSITION/ELEVATION WELL
 GR1538
 GR1538  HISTORY     - Date     Condition        Report By
 GR1538  HISTORY     - 1948     MONUMENTED       USGS
 GR1538
 GR1538                          STATION DESCRIPTION
 GR1538
 GR1538'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1538'LOCATED ABOUT 1.4 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1538'VIRGIN CANYON.  IN VIRGIN CANYON, ON SIDEHILL, ABOUT EVEN WITH
 GR1538'HIGH WATER MARK.
 GR1538'
 GR1538'TO REACH NOT GIVEN.
 GR1538'
 GR1538'STATION MARK--STANDARD TABLET STAMPED---A49 1948---, CEMENTED IN
 GR1538'ROCK OUTCROP.
 GR1538'
 GR1538'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0788 ***********************************************************************
 FR0788  DESIGNATION -  A 490
 FR0788  PID         -  FR0788
 FR0788  STATE/COUNTY-  AZ/COCONINO
 FR0788  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0788
 FR0788                         *CURRENT SURVEY CONTROL
 FR0788  ___________________________________________________________________
 FR0788* NAD 83(1986)-  35 15 54.     (N)    112 03 09.     (W)     SCALED    
 FR0788* NAVD 88     -      2114.430  (meters)    6937.09   (feet)  ADJUSTED  
 FR0788  ___________________________________________________________________
 FR0788  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0788  DYNAMIC HT  -        2111.443 (meters)    6927.29  (feet)  COMP
 FR0788  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 FR0788
 FR0788  VERT ORDER  -  FIRST     CLASS II
 FR0788
 FR0788.The horizontal coordinates were scaled from a topographic map and have
 FR0788.an estimated accuracy of +/- 6 seconds.
 FR0788
 FR0788.The orthometric height was determined by differential leveling
 FR0788.and adjusted by the National Geodetic Survey in June 1991..
 FR0788
 FR0788.The geoid height was determined by GEOID03.
 FR0788
 FR0788.The dynamic height is computed by dividing the NAVD 88
 FR0788.geopotential number by the normal gravity value computed on the
 FR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0788.degrees latitude (g = 980.6199 gals.).
 FR0788
 FR0788.The modeled gravity was interpolated from observed gravity values.
 FR0788
 FR0788;                    North         East    Units  Estimated Accuracy
 FR0788;SPC AZ C     -   472,980.      201,000.      MT  (+/- 180 meters Scaled)
 FR0788
 FR0788                          SUPERSEDED SURVEY CONTROL
 FR0788
 FR0788.No superseded survey control is available for this station.
 FR0788
 FR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE042029(NAD 83)
 FR0788_MARKER: DB = BENCH MARK DISK
 FR0788_SETTING: 66 = SET IN ROCK OUTCROP
 FR0788_SP_SET: ROCK OUTCROP
 FR0788_STAMPING: A 490 1982
 FR0788_MARK LOGO: NGS   
 FR0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0788+STABILITY: POSITION/ELEVATION WELL
 FR0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0788+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FR0788
 FR0788  HISTORY     - Date     Condition        Report By
 FR0788  HISTORY     - 1982     MONUMENTED       NGS
 FR0788  HISTORY     - 20060429 GOOD             NGS
 FR0788
 FR0788                          STATION DESCRIPTION
 FR0788
 FR0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0788'13.3 KM (8.3 MI) EAST FROM WILLIAMS.
 FR0788'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0788'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.3 KM (5.8 MI) EAST
 FR0788'ALONG INTERSTATE HIGHWAY 40, 0.5 KM (0.3 MI) EAST OF A DEER FARM, 0.3
 FR0788'(0.2 MI) WEST OF THE PITTMAN VALLEY ROAD OVERPASS, IN TOP OF A MASSIVE
 FR0788'VOLCANIC OUTCROP PROJECTING 3 FEET, 60.9 METERS (200 FT) NORTH OF THE
 FR0788'CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 10.6 METERS (35 FT) NORTH
 FR0788'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 FR0788'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FR0788'THE MARK IS 1 M ABOVE THE HIGHWAY.
 FR0788
 FR0788                          STATION RECOVERY (2006)
 FR0788
 FR0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0788'OLD US 66 IS NOW COUNTY 146.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0397 ***********************************************************************
 FQ0397  DESIGNATION -  A 491
 FQ0397  PID         -  FQ0397
 FQ0397  STATE/COUNTY-  AZ/COCONINO
 FQ0397  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0397
 FQ0397                         *CURRENT SURVEY CONTROL
 FQ0397  ___________________________________________________________________
 FQ0397* NAD 83(1986)-  35 06 32.     (N)    111 43 19.     (W)     SCALED    
 FQ0397* NAVD 88     -      2106.769  (meters)    6911.96   (feet)  ADJUSTED  
 FQ0397  ___________________________________________________________________
 FQ0397  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0397  DYNAMIC HT  -        2103.819 (meters)    6902.28  (feet)  COMP
 FQ0397  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FQ0397
 FQ0397  VERT ORDER  -  FIRST     CLASS II
 FQ0397
 FQ0397.The horizontal coordinates were scaled from a topographic map and have
 FQ0397.an estimated accuracy of +/- 6 seconds.
 FQ0397
 FQ0397.The orthometric height was determined by differential leveling
 FQ0397.and adjusted by the National Geodetic Survey in June 1991..
 FQ0397
 FQ0397.The geoid height was determined by GEOID03.
 FQ0397
 FQ0397.The dynamic height is computed by dividing the NAVD 88
 FQ0397.geopotential number by the normal gravity value computed on the
 FQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0397.degrees latitude (g = 980.6199 gals.).
 FQ0397
 FQ0397.The modeled gravity was interpolated from observed gravity values.
 FQ0397
 FQ0397;                    North         East    Units  Estimated Accuracy
 FQ0397;SPC AZ C     -   455,670.      231,110.      MT  (+/- 180 meters Scaled)
 FQ0397
 FQ0397                          SUPERSEDED SURVEY CONTROL
 FQ0397
 FQ0397.No superseded survey control is available for this station.
 FQ0397
 FQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD342853(NAD 83)
 FQ0397_MARKER: DB = BENCH MARK DISK
 FQ0397_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0397_SP_SET: ROCK OUTCROP
 FQ0397_STAMPING: A 491 1982
 FQ0397_MARK LOGO: NGS   
 FQ0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0397+STABILITY: POSITION/ELEVATION WELL
 FQ0397
 FQ0397  HISTORY     - Date     Condition        Report By
 FQ0397  HISTORY     - 1982     MONUMENTED       NGS
 FQ0397
 FQ0397                          STATION DESCRIPTION
 FQ0397
 FQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0397'9.3 KM (5.8 MI) SW FROM FLAGSTAFF.
 FQ0397'9.3 KM (5.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0397'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A
 FQ0397'MASSIVE OUTCROP IN LINE WITH THE RIGHT OF WAY FENCE AND NORTHWEST OF
 FQ0397'AND ACROSS THE HIGHWAY FROM A ROADSIDE PARK, 16.4 METERS (54.0 FT)
 FQ0397'NORTHWEST OF THE HIGHWAY CENTERLINE, 27.4 METERS (90.0 FT) NORTHEAST
 FQ0397'OF THE SOUTHWEST END OF A GUARD RAIL, 14.3 METERS (47.0 FT) WEST OF
 FQ0397'THE NORTHWEST END OF A 36 INCH CORRUGATED METAL PIPE CULVERT, 0.6
 FQ0397'METER (2.0 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 FQ0397'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0397'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0448 ***********************************************************************
 FQ0448  DESIGNATION -  A 492
 FQ0448  PID         -  FQ0448
 FQ0448  STATE/COUNTY-  AZ/COCONINO
 FQ0448  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0448
 FQ0448                         *CURRENT SURVEY CONTROL
 FQ0448  ___________________________________________________________________
 FQ0448* NAD 83(1986)-  35 12 17.     (N)    111 38 40.     (W)     SCALED    
 FQ0448* NAVD 88     -      2132.027  (meters)    6994.83   (feet)  ADJUSTED  
 FQ0448  ___________________________________________________________________
 FQ0448  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0448  DYNAMIC HT  -        2128.991 (meters)    6984.86  (feet)  COMP
 FQ0448  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 FQ0448
 FQ0448  VERT ORDER  -  FIRST     CLASS II
 FQ0448
 FQ0448.The horizontal coordinates were scaled from a topographic map and have
 FQ0448.an estimated accuracy of +/- 6 seconds.
 FQ0448
 FQ0448.The orthometric height was determined by differential leveling
 FQ0448.and adjusted by the National Geodetic Survey in June 1991..
 FQ0448
 FQ0448.The geoid height was determined by GEOID03.
 FQ0448
 FQ0448.The dynamic height is computed by dividing the NAVD 88
 FQ0448.geopotential number by the normal gravity value computed on the
 FQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0448.degrees latitude (g = 980.6199 gals.).
 FQ0448
 FQ0448.The modeled gravity was interpolated from observed gravity values.
 FQ0448
 FQ0448;                    North         East    Units  Estimated Accuracy
 FQ0448;SPC AZ C     -   466,320.      238,150.      MT  (+/- 180 meters Scaled)
 FQ0448
 FQ0448                          SUPERSEDED SURVEY CONTROL
 FQ0448
 FQ0448.No superseded survey control is available for this station.
 FQ0448
 FQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413959(NAD 83)
 FQ0448_MARKER: DB = BENCH MARK DISK
 FQ0448_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0448_SP_SET: ROCK OUTCROP
 FQ0448_STAMPING: A 492 1982
 FQ0448_MARK LOGO: NGS   
 FQ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0448+STABILITY: POSITION/ELEVATION WELL
 FQ0448
 FQ0448  HISTORY     - Date     Condition        Report By
 FQ0448  HISTORY     - 1982     MONUMENTED       NGS
 FQ0448
 FQ0448                          STATION DESCRIPTION
 FQ0448
 FQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0448'4.7 KM (2.9 MI) NORTH FROM FLAGSTAFF.
 FQ0448'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0448'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.0 KM (0.6 MI)
 FQ0448'NORTH ALONG SAN FRANCISCO STREET, IN TOP OF A VOLCANIC OUTCROP AT THE
 FQ0448'NORTH END OF A CUT, 8.2 METERS (27 FT) EAST OF THE CENTER OF SAN
 FQ0448'FRANCISCO STREET, 87.7 METERS (288 FT) SOUTH OF THE CENTER OF EAST
 FQ0448'SWITZER CYN DRIVE, 22.8 METERS (75 FT) NORTH OF A POWER POLE WITH A
 FQ0448'STREET LIGHT.
 FQ0448'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0448'THE MARK IS 1.0 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0657 ***********************************************************************
 ES0657  DESIGNATION -  A 493
 ES0657  PID         -  ES0657
 ES0657  STATE/COUNTY-  AZ/YAVAPAI
 ES0657  USGS QUAD   -  SEDONA (1969)
 ES0657
 ES0657                         *CURRENT SURVEY CONTROL
 ES0657  ___________________________________________________________________
 ES0657* NAD 83(1986)-  34 50 58.     (N)    111 49 50.     (W)     SCALED    
 ES0657* NAVD 88     -      1363.833  (meters)    4474.51   (feet)  ADJUSTED  
 ES0657  ___________________________________________________________________
 ES0657  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ES0657  DYNAMIC HT  -        1362.075 (meters)    4468.74  (feet)  COMP
 ES0657  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 ES0657
 ES0657  VERT ORDER  -  FIRST     CLASS II
 ES0657
 ES0657.The horizontal coordinates were scaled from a topographic map and have
 ES0657.an estimated accuracy of +/- 6 seconds.
 ES0657
 ES0657.The orthometric height was determined by differential leveling
 ES0657.and adjusted by the National Geodetic Survey in June 1991..
 ES0657
 ES0657.The geoid height was determined by GEOID03.
 ES0657
 ES0657.The dynamic height is computed by dividing the NAVD 88
 ES0657.geopotential number by the normal gravity value computed on the
 ES0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0657.degrees latitude (g = 980.6199 gals.).
 ES0657
 ES0657.The modeled gravity was interpolated from observed gravity values.
 ES0657
 ES0657;                    North         East    Units  Estimated Accuracy
 ES0657;SPC AZ C     -   426,880.      221,240.      MT  (+/- 180 meters Scaled)
 ES0657
 ES0657                          SUPERSEDED SURVEY CONTROL
 ES0657
 ES0657.No superseded survey control is available for this station.
 ES0657
 ES0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD240566(NAD 83)
 ES0657_MARKER: DB = BENCH MARK DISK
 ES0657_SETTING: 66 = SET IN ROCK OUTCROP
 ES0657_SP_SET: ROCK OUTCROP
 ES0657_STAMPING: A 493 1982
 ES0657_MARK LOGO: NGS   
 ES0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0657+STABILITY: POSITION/ELEVATION WELL
 ES0657
 ES0657  HISTORY     - Date     Condition        Report By
 ES0657  HISTORY     - 1982     MONUMENTED       NGS
 ES0657  HISTORY     - 19950713 GOOD             USPSQD
 ES0657  HISTORY     - 20010513 MARK NOT FOUND   NGS
 ES0657
 ES0657                          STATION DESCRIPTION
 ES0657
 ES0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0657'6.8 KM (4.2 MI) SW FROM SEDONA.
 ES0657'6.8 KM (4.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0657'OFFICE IN SEDONA, AT THE INTERSECTION OF RED ROCK LOOP ROAD LEADING
 ES0657'SOUTH, IN TOP OF THE BASE OF A RED SANDSTONE CUT, 7.9 METERS (26 FT)
 ES0657'NORTHWEST OF THE HIGHWAY CENTERLINE, 137.1 METERS (450 FT) SOUTHWEST
 ES0657'OF THE EXTENDED CENTERLINE OF RED ROCK LOOP ROAD, 91.4 METERS (300 FT)
 ES0657'SOUTHWEST OF THE CENTER OF A ROAD LEADING NORTH, 45.7 METERS (150 FT)
 ES0657'NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 ES0657'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0657
 ES0657                          STATION RECOVERY (1995)
 ES0657
 ES0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0657'RECOVERED IN GOOD CONDITION.
 ES0657
 ES0657                          STATION RECOVERY (2001)
 ES0657
 ES0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ES0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0678 ***********************************************************************
 ES0678  DESIGNATION -  A 494
 ES0678  PID         -  ES0678
 ES0678  STATE/COUNTY-  AZ/YAVAPAI
 ES0678  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0678
 ES0678                         *CURRENT SURVEY CONTROL
 ES0678  ___________________________________________________________________
 ES0678* NAD 83(1992)-  34 36 34.20438(N)    111 54 44.39536(W)     ADJUSTED  
 ES0678* NAVD 88     -      1002.880  (meters)    3290.28   (feet)  ADJUSTED  
 ES0678  ___________________________________________________________________
 ES0678  X           -  -1,961,457.531 (meters)                     COMP
 ES0678  Y           -  -4,876,245.892 (meters)                     COMP
 ES0678  Z           -   3,602,851.088 (meters)                     COMP
 ES0678  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0678  ELLIP HEIGHT-         976.92  (meters)          (05/31/05) GPS OBS
 ES0678  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0678  DYNAMIC HT  -        1001.614 (meters)    3286.13  (feet)  COMP
 ES0678  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 ES0678
 ES0678  HORZ ORDER  -  A
 ES0678  VERT ORDER  -  FIRST     CLASS II
 ES0678  ELLP ORDER  -  FOURTH    CLASS II
 ES0678
 ES0678.The horizontal coordinates were established by GPS observations
 ES0678.and adjusted by the National Geodetic Survey in May 2005..
 ES0678
 ES0678.The orthometric height was determined by differential leveling
 ES0678.and adjusted by the National Geodetic Survey in June 1991..
 ES0678
 ES0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0678
 ES0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0678
 ES0678.The ellipsoidal height was determined by GPS observations
 ES0678.and is referenced to NAD 83.
 ES0678
 ES0678.The geoid height was determined by GEOID03.
 ES0678
 ES0678.The dynamic height is computed by dividing the NAVD 88
 ES0678.geopotential number by the normal gravity value computed on the
 ES0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0678.degrees latitude (g = 980.6199 gals.).
 ES0678
 ES0678.The modeled gravity was interpolated from observed gravity values.
 ES0678
 ES0678;                    North         East     Units Scale Factor Converg.
 ES0678;SPC AZ C     -   400,257.791   213,757.531   MT  0.99990000   +0 00 08.9
 ES0678;SPC AZ C     - 1,313,181.73    701,304.24   iFT  0.99990000   +0 00 08.9
 ES0678;UTM  12      - 3,830,117.899   416,353.357   MT  0.99968624   -0 31 05.6
 ES0678
 ES0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0678!SPC AZ C     -   0.99984667  x   0.99990000  =   0.99974669
 ES0678!UTM  12      -   0.99984667  x   0.99968624  =   0.99953296
 ES0678
 ES0678                          SUPERSEDED SURVEY CONTROL
 ES0678
 ES0678  ELLIP H (01/12/01)  976.95   (m)                       GP(       ) 4 1
 ES0678  NAD 83(1992)-  34 36 34.20447(N)    111 54 44.39476(W) AD(       ) 1
 ES0678  ELLIP H (03/14/97)  977.01   (m)                       GP(       ) 3 1
 ES0678  NAVD 88 (03/14/97) 1002.88   (m)         3290.3    (f) LEVELING    3  
 ES0678
 ES0678.Superseded values are not recommended for survey control.
 ES0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0678.See file dsdata.txt to determine how the superseded data were derived.
 ES0678
 ES0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1635330118(NAD 83)
 ES0678_MARKER: I = METAL ROD
 ES0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0678_SP_SET: STAINLESS STEEL ROD
 ES0678_STAMPING: A 494 1982
 ES0678_MARK LOGO: NGS   
 ES0678_PROJECTION: FLUSH
 ES0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0678+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 ES0678_ROD/PIPE-DEPTH: 5.8  meters
 ES0678
 ES0678  HISTORY     - Date     Condition        Report By
 ES0678  HISTORY     - 1982     MONUMENTED       NGS
 ES0678  HISTORY     - 19951219 GOOD             CHANCE
 ES0678  HISTORY     - 19980228 GOOD             USPSQD
 ES0678  HISTORY     - 20031215 GOOD             SHEPH
 ES0678  HISTORY     - 20040904 GOOD             DEWDAV
 ES0678
 ES0678                          STATION DESCRIPTION
 ES0678
 ES0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0678'8.0 KM (5.0 MI) NW FROM CAMP VERDE.
 ES0678'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0678'IN CAMP VERDE, THENCE 4.3 KM (2.7 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0678'279, IN THE SOUTH CORNER OF A T JUNCTION OF A DIRT ROAD LEADING
 ES0678'SOUTHWEST TO CHERRY, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 290, 30.0
 ES0678'METERS (99 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 16.0 METERS (53
 ES0678'FT) SOUTHEAST OF THE ROAD CENTER, 11.3 METERS (37 FT) SOUTHEAST OF THE
 ES0678'SOUTHEAST END OF A CATTLE GUARD, 0.3 METER (1 FT) NORTHEAST OF THE
 ES0678'RIGHT OF WAY FENCE.
 ES0678'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0678
 ES0678                          STATION RECOVERY (1995)
 ES0678
 ES0678'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 ES0678'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 ES0678'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.80 MI) NORTHWEST OF THE
 ES0678'TOWN OF CAMP VERDE ALONG STATE HIGHWAY 260.  THE STATION IS LOCATED ON
 ES0678'STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE
 ES0678'JUNCTION OF INTERSTATE 17 AND STATE HIGHWAY 260 (EXIT 287 OVERPASS ON
 ES0678'INTERSTATE 17) , PROCEED NORTHWEST ON STATE HIGHWAY 260 FOR 4.5 KM
 ES0678'(2.80 MI) TO THE JUNCTION WITH CHERRY ROAD ON THE LEFT AND THE STATION
 ES0678'ON THE SOUTH CORNER OF THE INTERSECTION THE STATION IS THE TOP CENTER
 ES0678'OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.  THE STATION IS
 ES0678'LOCATED 0.2 KM (0.10 MI) NORTHWEST OF MILEPOST 290, 30.0 M (98.4 FT)
 ES0678'SOUTHWEST OF HIGHWAY 260 CENTERLINE, 16.0 M (52.5 FT) SOUTHEAST OF THE
 ES0678'CHERRY ROAD CENTERLINE, 11.3 M (37.1 FT) SOUTHEAST OF THE SOUTHEAST
 ES0678'END OF A CATTLE GUARD, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3
 ES0678'M (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOVE HIGHWAY
 ES0678'LEVEL
 ES0678
 ES0678                          STATION RECOVERY (1998)
 ES0678
 ES0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0678'RECOVERED IN GOOD CONDITION.
 ES0678
 ES0678                          STATION RECOVERY (2003)
 ES0678
 ES0678'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 ES0678'RECOVERY NOTE BY CORNERSTONE SURVEYING, DEC 2003 (SD) RECOVERED IN
 ES0678'GOOD CONDITION.
 ES0678
 ES0678                          STATION RECOVERY (2004)
 ES0678
 ES0678'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0726 ***********************************************************************
 ES0726  DESIGNATION -  A 495
 ES0726  PID         -  ES0726
 ES0726  STATE/COUNTY-  AZ/GILA
 ES0726  USGS QUAD   -  PINE (1973)
 ES0726
 ES0726                         *CURRENT SURVEY CONTROL
 ES0726  ___________________________________________________________________
 ES0726* NAD 83(1986)-  34 23 50.     (N)    111 28 07.     (W)     SCALED    
 ES0726* NAVD 88     -      1739.328  (meters)    5706.45   (feet)  ADJUSTED  
 ES0726  ___________________________________________________________________
 ES0726  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0726  DYNAMIC HT  -        1736.906 (meters)    5698.50  (feet)  COMP
 ES0726  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 ES0726
 ES0726  VERT ORDER  -  FIRST     CLASS II
 ES0726
 ES0726.The horizontal coordinates were scaled from a topographic map and have
 ES0726.an estimated accuracy of +/- 6 seconds.
 ES0726
 ES0726.The orthometric height was determined by differential leveling
 ES0726.and adjusted by the National Geodetic Survey in June 1991..
 ES0726
 ES0726.The geoid height was determined by GEOID03.
 ES0726
 ES0726.The dynamic height is computed by dividing the NAVD 88
 ES0726.geopotential number by the normal gravity value computed on the
 ES0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0726.degrees latitude (g = 980.6199 gals.).
 ES0726
 ES0726.The modeled gravity was interpolated from observed gravity values.
 ES0726
 ES0726;                    North         East    Units  Estimated Accuracy
 ES0726;SPC AZ E     -   377,480.       93,650.      MT  (+/- 180 meters Scaled)
 ES0726
 ES0726                          SUPERSEDED SURVEY CONTROL
 ES0726
 ES0726.No superseded survey control is available for this station.
 ES0726
 ES0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD569063(NAD 83)
 ES0726_MARKER: DB = BENCH MARK DISK
 ES0726_SETTING: 66 = SET IN ROCK OUTCROP
 ES0726_SP_SET: ROCK OUTCROP
 ES0726_STAMPING: A 495 1982
 ES0726_MARK LOGO: NGS   
 ES0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0726+STABILITY: POSITION/ELEVATION WELL
 ES0726
 ES0726  HISTORY     - Date     Condition        Report By
 ES0726  HISTORY     - 1982     MONUMENTED       NGS
 ES0726  HISTORY     - 19980819 GOOD             USPSQD
 ES0726
 ES0726                          STATION DESCRIPTION
 ES0726
 ES0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0726'2.1 KM (1.3 MI) NW FROM PINE.
 ES0726'2.1 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0726'IN PINE, IN TOP OF A SMALL PORTION OF OUTCROP AT THE BASE OF A LOW
 ES0726'CUT, 0.25 KM (0.15 MI) NORTH OF THE ENTRANCE TO RIM SHADOWS RV PARK,
 ES0726'6.4 METERS (21 FT) EAST OF THE HIGHWAY CENTERLINE, 26.2 METERS (86 FT)
 ES0726'SOUTH OF THE EAST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT, 25.0
 ES0726'METERS (82 FT) SOUTH OF MILEPOST 269.
 ES0726'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0726'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0726
 ES0726                          STATION RECOVERY (1998)
 ES0726
 ES0726'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0702 ***********************************************************************
 ES0702  DESIGNATION -  A 496
 ES0702  PID         -  ES0702
 ES0702  STATE/COUNTY-  AZ/YAVAPAI
 ES0702  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0702
 ES0702                         *CURRENT SURVEY CONTROL
 ES0702  ___________________________________________________________________
 ES0702* NAD 83(1986)-  34 25 06.     (N)    111 39 57.     (W)     SCALED    
 ES0702* NAVD 88     -      1282.019  (meters)    4206.09   (feet)  ADJUSTED  
 ES0702  ___________________________________________________________________
 ES0702  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0702  DYNAMIC HT  -        1280.310 (meters)    4200.48  (feet)  COMP
 ES0702  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 ES0702
 ES0702  VERT ORDER  -  FIRST     CLASS II
 ES0702
 ES0702.The horizontal coordinates were scaled from a topographic map and have
 ES0702.an estimated accuracy of +/- 6 seconds.
 ES0702
 ES0702.The orthometric height was determined by differential leveling
 ES0702.and adjusted by the National Geodetic Survey in June 1991..
 ES0702
 ES0702.The geoid height was determined by GEOID03.
 ES0702
 ES0702.The dynamic height is computed by dividing the NAVD 88
 ES0702.geopotential number by the normal gravity value computed on the
 ES0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0702.degrees latitude (g = 980.6199 gals.).
 ES0702
 ES0702.The modeled gravity was interpolated from observed gravity values.
 ES0702
 ES0702;                    North         East    Units  Estimated Accuracy
 ES0702;SPC AZ C     -   379,080.      236,420.      MT  (+/- 180 meters Scaled)
 ES0702
 ES0702                          SUPERSEDED SURVEY CONTROL
 ES0702
 ES0702.No superseded survey control is available for this station.
 ES0702
 ES0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD388087(NAD 83)
 ES0702_MARKER: DB = BENCH MARK DISK
 ES0702_SETTING: 66 = SET IN ROCK OUTCROP
 ES0702_SP_SET: ROCK OUTCROP
 ES0702_STAMPING: A 496 1982
 ES0702_MARK LOGO: NGS   
 ES0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0702
 ES0702  HISTORY     - Date     Condition        Report By
 ES0702  HISTORY     - 1982     MONUMENTED       NGS
 ES0702
 ES0702                          STATION DESCRIPTION
 ES0702
 ES0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0702'31.2 KM (19.4 MI) SE FROM CAMP VERDE.
 ES0702'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0702'OFFICE IN CAMP VERDE, THENCE 18.5 KM (11.5 MI) SOUTHEAST ALONG FOSSIL
 ES0702'CREEK ROAD, IN TOP OF A SLANTING PORTION OF OUTCROP IN THE CUT BANK,
 ES0702'4.5 METERS (15 FT) EAST OF THE ROAD CENTERLINE, 32.0 METERS (105 FT)
 ES0702'NORTH OF A 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0702'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0702'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0753 ***********************************************************************
 ES0753  DESIGNATION -  A 497
 ES0753  PID         -  ES0753
 ES0753  STATE/COUNTY-  AZ/GILA
 ES0753  USGS QUAD   -  GISELA (1972)
 ES0753
 ES0753                         *CURRENT SURVEY CONTROL
 ES0753  ___________________________________________________________________
 ES0753* NAD 83(1986)-  34 06 13.     (N)    111 21 11.     (W)     SCALED    
 ES0753* NAVD 88     -       949.121  (meters)    3113.91   (feet)  ADJUSTED  
 ES0753  ___________________________________________________________________
 ES0753  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ES0753  DYNAMIC HT  -         947.897 (meters)    3109.89  (feet)  COMP
 ES0753  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 ES0753  OBS GRAVITY -     979,322.2   (mgal)                       GRAV_OBS
 ES0753
 ES0753  VERT ORDER  -  FIRST     CLASS II
 ES0753
 ES0753.The horizontal coordinates were scaled from a topographic map and have
 ES0753.an estimated accuracy of +/- 6 seconds.
 ES0753
 ES0753.The orthometric height was determined by differential leveling
 ES0753.and adjusted by the National Geodetic Survey in June 1991..
 ES0753
 ES0753.The geoid height was determined by GEOID03.
 ES0753
 ES0753.The dynamic height is computed by dividing the NAVD 88
 ES0753.geopotential number by the normal gravity value computed on the
 ES0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0753.degrees latitude (g = 980.6199 gals.).
 ES0753
 ES0753.The modeled gravity was interpolated from observed gravity values.
 ES0753.The observed gravity was obtained from relative gravimeter ties
 ES0753.to the IGSN71 gravity network.
 ES0753
 ES0753;                    North         East    Units  Estimated Accuracy
 ES0753;SPC AZ E     -   344,780.      103,900.      MT  (+/- 180 meters Scaled)
 ES0753
 ES0753                          SUPERSEDED SURVEY CONTROL
 ES0753
 ES0753.No superseded survey control is available for this station.
 ES0753
 ES0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC674737(NAD 83)
 ES0753_MARKER: DB = BENCH MARK DISK
 ES0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0753_SP_SET: HEADWALL
 ES0753_STAMPING: A 497 1982
 ES0753_MARK LOGO: NGS   
 ES0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0753+STABILITY: SURFACE MOTION
 ES0753
 ES0753  HISTORY     - Date     Condition        Report By
 ES0753  HISTORY     - 1982     MONUMENTED       NGS
 ES0753
 ES0753                          STATION DESCRIPTION
 ES0753
 ES0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0753'17.9 KM (11.1 MI) SOUTH FROM PAYSON.
 ES0753'17.9 KM (11.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0753'PAYSON, IN THE EAST HEADWALL OF THE SOUTHERN MOST ONE OF FIVE 6 BY 10
 ES0753'FOOT CONCRETE BOX CULVERTS, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 241, 0.2
 ES0753'KM (0.1 MI) SOUTH OF THE STATE HIGHWAY MAINTENANCE YARD IN RYE, 10.1
 ES0753'METERS (33 FT) EAST OF THE HIGHWAY CENTERLINE.
 ES0753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1624 ***********************************************************************
 DU1624  DESIGNATION -  A 498
 DU1624  PID         -  DU1624
 DU1624  STATE/COUNTY-  AZ/GILA
 DU1624  USGS QUAD   -  TONTO BASIN (1964)
 DU1624
 DU1624                         *CURRENT SURVEY CONTROL
 DU1624  ___________________________________________________________________
 DU1624* NAD 83(1986)-  33 47 26.     (N)    111 16 03.     (W)     SCALED    
 DU1624* NAVD 88     -       691.521  (meters)    2268.77   (feet)  ADJUSTED  
 DU1624  ___________________________________________________________________
 DU1624  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DU1624  DYNAMIC HT  -         690.633 (meters)    2265.85  (feet)  COMP
 DU1624  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 DU1624
 DU1624  VERT ORDER  -  FIRST     CLASS II
 DU1624
 DU1624.The horizontal coordinates were scaled from a topographic map and have
 DU1624.an estimated accuracy of +/- 6 seconds.
 DU1624
 DU1624.The orthometric height was determined by differential leveling
 DU1624.and adjusted by the National Geodetic Survey in June 1991..
 DU1624
 DU1624.The geoid height was determined by GEOID03.
 DU1624
 DU1624.The dynamic height is computed by dividing the NAVD 88
 DU1624.geopotential number by the normal gravity value computed on the
 DU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1624.degrees latitude (g = 980.6199 gals.).
 DU1624
 DU1624.The modeled gravity was interpolated from observed gravity values.
 DU1624
 DU1624;                    North         East    Units  Estimated Accuracy
 DU1624;SPC AZ E     -   309,970.      111,420.      MT  (+/- 180 meters Scaled)
 DU1624
 DU1624                          SUPERSEDED SURVEY CONTROL
 DU1624
 DU1624.No superseded survey control is available for this station.
 DU1624
 DU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC752389(NAD 83)
 DU1624_MARKER: I = METAL ROD
 DU1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1624_SP_SET: STAINLESS STEEL ROD
 DU1624_STAMPING: A 498 1983
 DU1624_MARK LOGO: NGS   
 DU1624_PROJECTION: FLUSH
 DU1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1624_ROD/PIPE-DEPTH: 2.4  meters
 DU1624
 DU1624  HISTORY     - Date     Condition        Report By
 DU1624  HISTORY     - 1983     MONUMENTED       NGS
 DU1624
 DU1624                          STATION DESCRIPTION
 DU1624
 DU1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1624'10.9 KM (6.8 MI) SOUTH FROM PUNKIN CENTER.
 DU1624'10.9 KM (6.8 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1624'PUNKIN CENTER, ON THE EXTENDED CENTERLINE OF THE T JUNCTION OF A DIRT
 DU1624'ROAD LEADING EAST TO TONTO CREEK AND AT POWER POLE 1228 WITH TWO GUY
 DU1624'WIRES ATTACHED, 0.1 KM (0.05 MI) SOUTH OF THE END OF THE PAVEMENT, 0.6
 DU1624'KM (0.4 MI) NORTH OF MILEPOST 255, 47.0 METERS (153 FT) NORTH OF THE
 DU1624'OLD HIGHWAY CENTER, 0.4 METER (1 FT) EAST OF THE POWER POLE.
 DU1624'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1624'THE MARK IS 1.0 M ABOVE THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0197 ***********************************************************************
 GQ0197  DESIGNATION -  A 499
 GQ0197  PID         -  GQ0197
 GQ0197  STATE/COUNTY-  AZ/MOHAVE
 GQ0197  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0197
 GQ0197                         *CURRENT SURVEY CONTROL
 GQ0197  ___________________________________________________________________
 GQ0197* NAD 83(1986)-  36 59 27.     (N)    113 55 11.     (W)     SCALED    
 GQ0197* NAVD 88     -       757.459  (meters)    2485.10   (feet)  ADJUSTED  
 GQ0197  ___________________________________________________________________
 GQ0197  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 GQ0197  DYNAMIC HT  -         756.696 (meters)    2482.59  (feet)  COMP
 GQ0197  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 GQ0197  OBS GRAVITY -     979,596.9   (mgal)                       GRAV_OBS
 GQ0197
 GQ0197  VERT ORDER  -  FIRST     CLASS II
 GQ0197
 GQ0197.The horizontal coordinates were scaled from a topographic map and have
 GQ0197.an estimated accuracy of +/- 6 seconds.
 GQ0197
 GQ0197.The orthometric height was determined by differential leveling
 GQ0197.and adjusted by the National Geodetic Survey in June 1991..
 GQ0197
 GQ0197.The geoid height was determined by GEOID03.
 GQ0197
 GQ0197.The dynamic height is computed by dividing the NAVD 88
 GQ0197.geopotential number by the normal gravity value computed on the
 GQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0197.degrees latitude (g = 980.6199 gals.).
 GQ0197
 GQ0197.The modeled gravity was interpolated from observed gravity values.
 GQ0197.The observed gravity was obtained from relative gravimeter ties
 GQ0197.to the IGSN71 gravity network.
 GQ0197
 GQ0197;                    North         East    Units  Estimated Accuracy
 GQ0197;SPC AZ W     -   664,490.      198,250.      MT  (+/- 180 meters Scaled)
 GQ0197
 GQ0197                          SUPERSEDED SURVEY CONTROL
 GQ0197
 GQ0197.No superseded survey control is available for this station.
 GQ0197
 GQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF401978(NAD 83)
 GQ0197_MARKER: I = METAL ROD
 GQ0197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0197_SP_SET: STAINLESS STEEL ROD
 GQ0197_STAMPING: A 499 1982
 GQ0197_MARK LOGO: NGS   
 GQ0197_PROJECTION: FLUSH
 GQ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0197_ROD/PIPE-DEPTH: 2.0  meters
 GQ0197
 GQ0197  HISTORY     - Date     Condition        Report By
 GQ0197  HISTORY     - 1982     MONUMENTED       NGS
 GQ0197
 GQ0197                          STATION DESCRIPTION
 GQ0197
 GQ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0197'28.2 KM (17.6 MI) NE FROM MESQUITE NV.
 GQ0197'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0197'MESQUITE, THENCE 27.65 KM (17.3 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0197'0.9 KM (0.55 MI) SOUTHWEST OF THE ARIZONA-UTAH STATE LINE, 0.28 KM
 GQ0197'(0.15 MI) NORTH OF A HIGH TENSION POWER LINE CROSSING THE HIGHWAY, 0.7
 GQ0197'METER (2.5 FT) SOUTHEAST OF A 3 INCH BRACED ANGLE IRON RIGHT OF WAY
 GQ0197'FENCE POST ON THE OUTSIDE OF A CURVE, 22.2 METERS (73 FT) WEST OF THE
 GQ0197'HIGHWAY CENTERLINE, 0.45 METER (1.5 FT) EAST OF THE RIGHT OF WAY
 GQ0197'FENCE.
 GQ0197'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 GQ0197'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0191 ***********************************************************************
 FP0191  DESIGNATION -  A 5
 FP0191  PID         -  FP0191
 FP0191  STATE/COUNTY-  AZ/APACHE
 FP0191  USGS QUAD   -  SANDERS (1971)
 FP0191
 FP0191                         *CURRENT SURVEY CONTROL
 FP0191  ___________________________________________________________________
 FP0191* NAD 83(1986)-  35 12 25.     (N)    109 21 15.     (W)     SCALED    
 FP0191* NAVD 88     -      1777.082  (meters)    5830.31   (feet)  POSTED    
 FP0191  ___________________________________________________________________
 FP0191  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0191  DYNAMIC HT  -        1774.610 (meters)    5822.20  (feet)  COMP
 FP0191  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 FP0191
 FP0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0191
 FP0191.The horizontal coordinates were scaled from a topographic map and have
 FP0191.an estimated accuracy of +/- 6 seconds.
 FP0191
 FP0191.The orthometric height was determined by differential leveling
 FP0191.and adjusted by the National Geodetic Survey in 1992..
 FP0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0191.rate of 0.0 thru 1.0 mm/km.
 FP0191
 FP0191.The geoid height was determined by GEOID03.
 FP0191
 FP0191.The dynamic height is computed by dividing the NAVD 88
 FP0191.geopotential number by the normal gravity value computed on the
 FP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0191.degrees latitude (g = 980.6199 gals.).
 FP0191
 FP0191.The modeled gravity was interpolated from observed gravity values.
 FP0191
 FP0191;                    North         East    Units  Estimated Accuracy
 FP0191;SPC AZ E     -   466,830.      287,340.      MT  (+/- 180 meters Scaled)
 FP0191
 FP0191                          SUPERSEDED SURVEY CONTROL
 FP0191
 FP0191.No superseded survey control is available for this station.
 FP0191
 FP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD498972(NAD 83)
 FP0191_MARKER: B = BOLT
 FP0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0191_SP_SET: ABUTMENT
 FP0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0191
 FP0191  HISTORY     - Date     Condition        Report By
 FP0191  HISTORY     - UNK      MONUMENTED       CGS
 FP0191  HISTORY     - 1934     POOR             NGS
 FP0191  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0191  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0191
 FP0191                          STATION DESCRIPTION
 FP0191
 FP0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0191'1 MI SW FROM SANDERS.
 FP0191'1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0191'THE STATION AT SANDERS, APACHE COUNTY, 1/2 POLE SOUTHWEST OF MILEPOST
 FP0191'201, AT STEEL BRIDGE A 202, IN THE TOP OF THE NORTHWEST END OF THE
 FP0191'SOUTHWEST ABUTMENT, 1 FOOT SOUTHWEST OF THE FACE, 11 FEET NORTHWEST OF
 FP0191'THE CENTERLINE OF THE NORTHWEST TRACK, AND AT THE BOTTOM OF A SHALLOW
 FP0191'HOLE IN THE CONCRETE.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM.
 FP0191'NOTE-- USE WITH CAUTION.  MARK MAY HAVE BEEN DISTURBED.
 FP0191
 FP0191                          STATION RECOVERY (1971)
 FP0191
 FP0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0191'MARK NOT FOUND.
 FP0191
 FP0191                          STATION RECOVERY (1983)
 FP0191
 FP0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1539 ***********************************************************************
 GR1539  DESIGNATION -  A 5
 GR1539  PID         -  GR1539
 GR1539  STATE/COUNTY-  AZ/MOHAVE
 GR1539  USGS QUAD   -  HOOVER DAM (1997)
 GR1539
 GR1539                         *CURRENT SURVEY CONTROL
 GR1539  ___________________________________________________________________
 GR1539* NAD 83(1992)-  36 05 24.38947(N)    114 41 28.43896(W)     ADJUSTED  
 GR1539* NAVD 88     -       388.7    (meters)    1275.     (feet)  VERTCON   
 GR1539  ___________________________________________________________________
 GR1539  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GR1539  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR1539
 GR1539  HORZ ORDER  -  THIRD
 GR1539
 GR1539.The horizontal coordinates were established by classical geodetic methods
 GR1539.and adjusted by the National Geodetic Survey in August 1993..
 GR1539
 GR1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1539
 GR1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1539
 GR1539.The geoid height was determined by GEOID03.
 GR1539
 GR1539;                    North         East     Units Scale Factor Converg.
 GR1539;SPC AZ W     -   564,939.242   128,596.079   MT  1.00002183   -0 33 16.1
 GR1539;SPC AZ W     - 1,853,475.20    421,903.15   iFT  1.00002183   -0 33 16.1
 GR1539;SPC NV E     - 8,149,036.289   280,336.417   MT  0.99997950   +0 31 31.9
 GR1539;SPC NV E     -26,735,629.89    919,737.06   sFT  0.99997950   +0 31 31.9
 GR1539;UTM  11      - 3,996,410.592   707,864.068   MT  1.00013241   +1 21 37.7
 GR1539
 GR1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1539!SPC AZ W     -   0.99994340  x   1.00002183  =   0.99996523
 GR1539!SPC NV E     -   0.99994340  x   0.99997950  =   0.99992290
 GR1539!UTM  11      -   0.99994340  x   1.00013241  =   1.00007580
 GR1539
 GR1539:                Primary Azimuth Mark                     Grid Az
 GR1539:SPC AZ W     -  A 4                                      246 10 21.3
 GR1539:SPC NV E     -  A 4                                      245 05 33.3
 GR1539:UTM  11      -  A 4                                      244 15 27.5
 GR1539
 GR1539|---------------------------------------------------------------------|
 GR1539| PID    Reference Object                     Distance      Geod. Az  |
 GR1539|                                                           dddmmss.s |
 GR1539| GR1528 A 4                                 APPROX. 2.5 KM 2453705.2 |
 GR1539|---------------------------------------------------------------------|
 GR1539
 GR1539                          SUPERSEDED SURVEY CONTROL
 GR1539
 GR1539  NAD 83(1986)-  36 05 24.37633(N)    114 41 28.42704(W) AD(       ) 3
 GR1539  NGVD 29 (06/27/88)  388.0    (m)         1273.     (f) VERT ANG       
 GR1539
 GR1539.Superseded values are not recommended for survey control.
 GR1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1539.See file dsdata.txt to determine how the superseded data were derived.
 GR1539
 GR1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0786496411(NAD 83)
 GR1539_MARKER: DS = TRIANGULATION STATION DISK
 GR1539_SETTING: 80 = SET IN A BOULDER
 GR1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1539+STABILITY: SURFACE MOTION
 GR1539
 GR1539  HISTORY     - Date     Condition        Report By
 GR1539  HISTORY     - 1947     MONUMENTED       USGS
 GR1539
 GR1539                          STATION DESCRIPTION
 GR1539
 GR1539'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1539'LOCATED ABOUT 5.9 MI NE. OF HOOVER DAM, ABOUT 2.7 MI SW. OF
 GR1539'BEACON ISLAND.  ON PROMINENT RIDGE, ABOUT 300 FT. SE. OF AND ABOUT
 GR1539'50 FT. ABOVE HIGH WATER MARK AT NORTHWEST END OF RIDGE, ABOUT 40
 GR1539'FT. NW. OF WHERE RIDGE BREAKS OFF TOWARD LAKE.
 GR1539'
 GR1539'TO REACH NOT GIVEN.
 GR1539'
 GR1539'STATION MARK--STANDARD TABLET STAMPED---A5 1947---, CEMENTED IN TOP
 GR1539'OF LARGE BOULDER IN PLACE.
 GR1539'
 GR1539'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0064 ***********************************************************************
 GP0064  DESIGNATION -  A 50
 GP0064  PID         -  GP0064
 GP0064  STATE/COUNTY-  AZ/COCONINO
 GP0064  USGS QUAD   -  BEGASHIBITO CANYON (1967)
 GP0064
 GP0064                         *CURRENT SURVEY CONTROL
 GP0064  ___________________________________________________________________
 GP0064* NAD 83(1986)-  36 14 52.     (N)    110 58 38.     (W)     SCALED    
 GP0064* NAVD 88     -      1618.326  (meters)    5309.46   (feet)  ADJUSTED  
 GP0064  ___________________________________________________________________
 GP0064  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 GP0064  DYNAMIC HT  -        1616.286 (meters)    5302.77  (feet)  COMP
 GP0064  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 GP0064
 GP0064  VERT ORDER  -  FIRST     CLASS II
 GP0064
 GP0064.The horizontal coordinates were scaled from a topographic map and have
 GP0064.an estimated accuracy of +/- 6 seconds.
 GP0064
 GP0064.The orthometric height was determined by differential leveling
 GP0064.and adjusted by the National Geodetic Survey in June 1991..
 GP0064
 GP0064.The geoid height was determined by GEOID03.
 GP0064
 GP0064.The dynamic height is computed by dividing the NAVD 88
 GP0064.geopotential number by the normal gravity value computed on the
 GP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0064.degrees latitude (g = 980.6199 gals.).
 GP0064
 GP0064.The modeled gravity was interpolated from observed gravity values.
 GP0064
 GP0064;                    North         East    Units  Estimated Accuracy
 GP0064;SPC AZ C     -   582,410.      297,790.      MT  (+/- 180 meters Scaled)
 GP0064
 GP0064                          SUPERSEDED SURVEY CONTROL
 GP0064
 GP0064  NGVD 29 (??/??/92) 1617.372  (m)         5306.33   (f) ADJ UNCH    1 2
 GP0064
 GP0064.Superseded values are not recommended for survey control.
 GP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0064.See file dsdata.txt to determine how the superseded data were derived.
 GP0064
 GP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF020114(NAD 83)
 GP0064_MARKER: DB = BENCH MARK DISK
 GP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0064_STAMPING: A 50 1934
 GP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0064+STABILITY: SURFACE MOTION
 GP0064
 GP0064  HISTORY     - Date     Condition        Report By
 GP0064  HISTORY     - 1934     MONUMENTED       CGS
 GP0064
 GP0064                          STATION DESCRIPTION
 GP0064
 GP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0064'6.0 MI SW FROM TONALEA.
 GP0064'6.0 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0064'TONALEA, CONCONINO COUNTY, 100 FEET NORTH OF A FENCE LINE AND FENCE
 GP0064'CORNER, 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0064'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED A 50 1934 AND SET IN
 GP0064'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1540 ***********************************************************************
 GR1540  DESIGNATION -  A 50
 GR1540  PID         -  GR1540
 GR1540  STATE/COUNTY-  AZ/MOHAVE
 GR1540  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1540
 GR1540                         *CURRENT SURVEY CONTROL
 GR1540  ___________________________________________________________________
 GR1540* NAD 83(1992)-  36 00 19.55890(N)    114 13 01.35308(W)     ADJUSTED  
 GR1540* NAVD 88     -       573.7    (meters)    1882.     (feet)  VERTCON   
 GR1540  ___________________________________________________________________
 GR1540  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 GR1540  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR1540
 GR1540  HORZ ORDER  -  THIRD
 GR1540
 GR1540.The horizontal coordinates were established by classical geodetic methods
 GR1540.and adjusted by the National Geodetic Survey in August 1993..
 GR1540
 GR1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1540
 GR1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1540
 GR1540.The geoid height was determined by GEOID03.
 GR1540
 GR1540;                    North         East     Units Scale Factor Converg.
 GR1540;SPC AZ W     -   555,235.062   171,255.274   MT  0.99995517   -0 16 28.4
 GR1540;SPC AZ W     - 1,821,637.34    561,861.14   iFT  0.99995517   -0 16 28.4
 GR1540;SPC NV E     - 8,140,136.688   323,172.688   MT  1.00008688   +0 48 11.8
 GR1540;SPC NV E     -26,706,431.78  1,060,275.73   sFT  1.00008688   +0 48 11.8
 GR1540;UTM  11      - 3,988,133.802   750,834.855   MT  1.00037534   +1 38 12.7
 GR1540
 GR1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1540!SPC AZ W     -   0.99991430  x   0.99995517  =   0.99986947
 GR1540!SPC NV E     -   0.99991430  x   1.00008688  =   1.00000117
 GR1540!UTM  11      -   0.99991430  x   1.00037534  =   1.00028960
 GR1540
 GR1540:                Primary Azimuth Mark                     Grid Az
 GR1540:SPC AZ W     -  A 48                                     268 59 18.6
 GR1540:SPC NV E     -  A 48                                     267 54 38.4
 GR1540:UTM  11      -  A 48                                     267 04 37.5
 GR1540
 GR1540|---------------------------------------------------------------------|
 GR1540| PID    Reference Object                     Distance      Geod. Az  |
 GR1540|                                                           dddmmss.s |
 GR1540| GR1537 A 48                                APPROX. 3.8 KM 2684250.2 |
 GR1540|---------------------------------------------------------------------|
 GR1540
 GR1540                          SUPERSEDED SURVEY CONTROL
 GR1540
 GR1540  NAD 83(1986)-  36 00 19.55216(N)    114 13 01.35019(W) AD(       ) 3
 GR1540  NGVD 29 (06/27/88)  573.0    (m)         1880.     (f) VERT ANG       
 GR1540
 GR1540.Superseded values are not recommended for survey control.
 GR1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1540.See file dsdata.txt to determine how the superseded data were derived.
 GR1540
 GR1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5083588134(NAD 83)
 GR1540_MARKER: DS = TRIANGULATION STATION DISK
 GR1540_SETTING: 80 = SET IN A BOULDER
 GR1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1540+STABILITY: SURFACE MOTION
 GR1540
 GR1540  HISTORY     - Date     Condition        Report By
 GR1540  HISTORY     - 1948     MONUMENTED       USGS
 GR1540
 GR1540                          STATION DESCRIPTION
 GR1540
 GR1540'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1540'LOCATED ABOUT 4.2 MI SE. OF THE TEMPLE.  IN VIRGIN CANYON, ABOUT
 GR1540'200 FT. SE. OF ABRUPT DROP OFF AT NORTH END OF HIGH, BROAD, FLAT
 GR1540'TOP, ABOUT 960 FT. ABOVE HIGH WATER MARK.
 GR1540'
 GR1540'TO REACH NOT GIVEN.
 GR1540'
 GR1540'STATION MARK--STANDARD TABLET STAMPED---A50 1948---, CEMENTED IN
 GR1540'TOP OF BOULDER IN PLACE.
 GR1540'
 GR1540'RMS--NONE SET.
 GR1540'
 GR1540'NOTE--FAIRCHILD STATION DESIGNATED AS F154, 13.87 FT. NW. OF
 GR1540'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0640 ***********************************************************************
 ES0640  DESIGNATION -  A 500
 ES0640  PID         -  ES0640
 ES0640  STATE/COUNTY-  AZ/NAVAJO
 ES0640  USGS QUAD   -  HOLBROOK (1986)
 ES0640
 ES0640                         *CURRENT SURVEY CONTROL
 ES0640  ___________________________________________________________________
 ES0640* NAD 83(1986)-  34 54 39.     (N)    110 10 02.     (W)     SCALED    
 ES0640* NAVD 88     -      1577.633  (meters)    5175.95   (feet)  ADJUSTED  
 ES0640  ___________________________________________________________________
 ES0640  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0640  DYNAMIC HT  -        1575.475 (meters)    5168.87  (feet)  COMP
 ES0640  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 ES0640
 ES0640  VERT ORDER  -  FIRST     CLASS II
 ES0640
 ES0640.The horizontal coordinates were scaled from a topographic map and have
 ES0640.an estimated accuracy of +/- 6 seconds.
 ES0640
 ES0640.The orthometric height was determined by differential leveling
 ES0640.and adjusted by the National Geodetic Survey in June 1991..
 ES0640
 ES0640.The geoid height was determined by GEOID03.
 ES0640
 ES0640.The dynamic height is computed by dividing the NAVD 88
 ES0640.geopotential number by the normal gravity value computed on the
 ES0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0640.degrees latitude (g = 980.6199 gals.).
 ES0640
 ES0640.The modeled gravity was interpolated from observed gravity values.
 ES0640
 ES0640;                    North         East    Units  Estimated Accuracy
 ES0640;SPC AZ E     -   433,680.      213,310.      MT  (+/- 180 meters Scaled)
 ES0640
 ES0640                          SUPERSEDED SURVEY CONTROL
 ES0640
 ES0640.No superseded survey control is available for this station.
 ES0640
 ES0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD760634(NAD 83)
 ES0640_MARKER: DB = BENCH MARK DISK
 ES0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0640_SP_SET: ABUTMENT
 ES0640_STAMPING: A 500 1983
 ES0640_MARK LOGO: NGS   
 ES0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0640+STABILITY: POSITION/ELEVATION WELL
 ES0640
 ES0640  HISTORY     - Date     Condition        Report By
 ES0640  HISTORY     - 1983     MONUMENTED       NGS
 ES0640  HISTORY     - 1983     GOOD             NGS
 ES0640  HISTORY     - 1983     GOOD             NGS
 ES0640
 ES0640                          STATION DESCRIPTION
 ES0640
 ES0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0640'IN HOLBROOK.
 ES0640'IN HOLBROOK, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND 8TH AVENUE,
 ES0640'IN TOP OF AND 0.2 METER (0.7 FT) SOUTH OF THE NORTH END OF THE WEST
 ES0640'CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY OVERPASS OF 8TH AVENUE,
 ES0640'6.8 METERS (22.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 ES0640'OF THE HIGHWAY AND 1.9 METERS (6.2 FT) EAST OF THE WEST END OF THE
 ES0640'BRIDGE.
 ES0640'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 ES0640
 ES0640                          STATION RECOVERY (1983)
 ES0640
 ES0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0640'RECOVERED IN GOOD CONDITION.
 ES0640
 ES0640                          STATION RECOVERY (1983)
 ES0640
 ES0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0794 ***********************************************************************
 ES0794  DESIGNATION -  A 501
 ES0794  PID         -  ES0794
 ES0794  STATE/COUNTY-  AZ/NAVAJO
 ES0794  USGS QUAD   -  WOODRUFF (1986)
 ES0794
 ES0794                         *CURRENT SURVEY CONTROL
 ES0794  ___________________________________________________________________
 ES0794* NAD 83(1986)-  34 45 18.     (N)    110 07 26.     (W)     SCALED    
 ES0794* NAVD 88     -      1653.129  (meters)    5423.64   (feet)  ADJUSTED  
 ES0794  ___________________________________________________________________
 ES0794  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0794  DYNAMIC HT  -        1650.818 (meters)    5416.06  (feet)  COMP
 ES0794  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 ES0794
 ES0794  VERT ORDER  -  FIRST     CLASS II
 ES0794
 ES0794.The horizontal coordinates were scaled from a topographic map and have
 ES0794.an estimated accuracy of +/- 6 seconds.
 ES0794
 ES0794.The orthometric height was determined by differential leveling
 ES0794.and adjusted by the National Geodetic Survey in June 1991..
 ES0794
 ES0794.The geoid height was determined by GEOID03.
 ES0794
 ES0794.The dynamic height is computed by dividing the NAVD 88
 ES0794.geopotential number by the normal gravity value computed on the
 ES0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0794.degrees latitude (g = 980.6199 gals.).
 ES0794
 ES0794.The modeled gravity was interpolated from observed gravity values.
 ES0794
 ES0794;                    North         East    Units  Estimated Accuracy
 ES0794;SPC AZ E     -   416,400.      217,280.      MT  (+/- 180 meters Scaled)
 ES0794
 ES0794                          SUPERSEDED SURVEY CONTROL
 ES0794
 ES0794.No superseded survey control is available for this station.
 ES0794
 ES0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD801462(NAD 83)
 ES0794_MARKER: I = METAL ROD
 ES0794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0794+WITH SETTING: INFORMATION.
 ES0794_SP_SET: SHALLOW SET METAL ROD
 ES0794_STAMPING: A 501 1983
 ES0794_MARK LOGO: NGS   
 ES0794_PROJECTION: FLUSH
 ES0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0794_ROD/PIPE-DEPTH: 0.6  meters
 ES0794
 ES0794  HISTORY     - Date     Condition        Report By
 ES0794  HISTORY     - 1983     MONUMENTED       NGS
 ES0794
 ES0794                          STATION DESCRIPTION
 ES0794
 ES0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0794'17.1 KM (10.6 MI) SOUTH FROM HOLBROOK.
 ES0794'17.1 KM (10.6 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0794'WITH HOPI DRIVE IN HOLBROOK, 96.0 METERS (315.0 FT) NORTHWEST OF
 ES0794'MILEPOST 378 AND 61.0 METERS (200.1 FT) WEST OF THE CENTERLINE OF THE
 ES0794'HIGHWAY.  REFUSAL WAS REACHED AT 2.0 FT.  ACCESS TO THE DATUM
 ES0794'POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0794'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0794'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0819 ***********************************************************************
 ES0819  DESIGNATION -  A 502
 ES0819  PID         -  ES0819
 ES0819  STATE/COUNTY-  AZ/NAVAJO
 ES0819  USGS QUAD   -  TAYLOR (1970)
 ES0819
 ES0819                         *CURRENT SURVEY CONTROL
 ES0819  ___________________________________________________________________
 ES0819* NAD 83(1986)-  34 23 01.     (N)    110 03 34.     (W)     SCALED    
 ES0819* NAVD 88     -      1781.325  (meters)    5844.23   (feet)  ADJUSTED  
 ES0819  ___________________________________________________________________
 ES0819  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 ES0819  DYNAMIC HT  -        1778.730 (meters)    5835.72  (feet)  COMP
 ES0819  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 ES0819
 ES0819  VERT ORDER  -  FIRST     CLASS II
 ES0819
 ES0819.The horizontal coordinates were scaled from a topographic map and have
 ES0819.an estimated accuracy of +/- 6 seconds.
 ES0819
 ES0819.The orthometric height was determined by differential leveling
 ES0819.and adjusted by the National Geodetic Survey in June 1991..
 ES0819
 ES0819.The geoid height was determined by GEOID03.
 ES0819
 ES0819.The dynamic height is computed by dividing the NAVD 88
 ES0819.geopotential number by the normal gravity value computed on the
 ES0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0819.degrees latitude (g = 980.6199 gals.).
 ES0819
 ES0819.The modeled gravity was interpolated from observed gravity values.
 ES0819
 ES0819;                    North         East    Units  Estimated Accuracy
 ES0819;SPC AZ E     -   375,210.      223,220.      MT  (+/- 180 meters Scaled)
 ES0819
 ES0819                          SUPERSEDED SURVEY CONTROL
 ES0819
 ES0819.No superseded survey control is available for this station.
 ES0819
 ES0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD864050(NAD 83)
 ES0819_MARKER: I = METAL ROD
 ES0819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0819_SP_SET: STAINLESS STEEL ROD
 ES0819_STAMPING: A 502 1983
 ES0819_MARK LOGO: NGS   
 ES0819_PROJECTION: FLUSH
 ES0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0819+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ES0819_ROD/PIPE-DEPTH: 3.4  meters
 ES0819
 ES0819  HISTORY     - Date     Condition        Report By
 ES0819  HISTORY     - 1983     MONUMENTED       NGS
 ES0819  HISTORY     - 20040819 GOOD             USPSQD
 ES0819
 ES0819                          STATION DESCRIPTION
 ES0819
 ES0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0819'15.7 KM (9.75 MI) NORTH FROM SHOW LOW.
 ES0819'15.7 KM (9.7 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0819'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 ES0819'352, 29.8 METERS (97.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 ES0819'AND 5.1 METERS (16.7 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE.
 ES0819'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0819'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 ES0819'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0819
 ES0819                          STATION RECOVERY (2004)
 ES0819
 ES0819'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0381 ***********************************************************************
 FP0381  DESIGNATION -  A 503
 FP0381  PID         -  FP0381
 FP0381  STATE/COUNTY-  AZ/APACHE
 FP0381  USGS QUAD   -  LUPTON (1971)
 FP0381
 FP0381                         *CURRENT SURVEY CONTROL
 FP0381  ___________________________________________________________________
 FP0381* NAD 83(1986)-  35 21 28.     (N)    109 03 06.     (W)     SCALED    
 FP0381* NAVD 88     -      1888.885  (meters)    6197.12   (feet)  ADJUSTED  
 FP0381  ___________________________________________________________________
 FP0381  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 FP0381  DYNAMIC HT  -        1886.239 (meters)    6188.44  (feet)  COMP
 FP0381  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 FP0381
 FP0381  VERT ORDER  -  FIRST     CLASS II
 FP0381
 FP0381.The horizontal coordinates were scaled from a topographic map and have
 FP0381.an estimated accuracy of +/- 6 seconds.
 FP0381
 FP0381.The orthometric height was determined by differential leveling
 FP0381.and adjusted by the National Geodetic Survey in June 1991..
 FP0381
 FP0381.The geoid height was determined by GEOID03.
 FP0381
 FP0381.The dynamic height is computed by dividing the NAVD 88
 FP0381.geopotential number by the normal gravity value computed on the
 FP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0381.degrees latitude (g = 980.6199 gals.).
 FP0381
 FP0381.The modeled gravity was interpolated from observed gravity values.
 FP0381
 FP0381;                    North         East    Units  Estimated Accuracy
 FP0381;SPC AZ E     -   483,830.      314,690.      MT  (+/- 180 meters Scaled)
 FP0381
 FP0381                          SUPERSEDED SURVEY CONTROL
 FP0381
 FP0381.No superseded survey control is available for this station.
 FP0381
 FP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE770144(NAD 83)
 FP0381_MARKER: DB = BENCH MARK DISK
 FP0381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0381_SP_SET: ABUTMENT
 FP0381_STAMPING: A 503 1983
 FP0381_MARK LOGO: NGS   
 FP0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0381
 FP0381  HISTORY     - Date     Condition        Report By
 FP0381  HISTORY     - 1983     MONUMENTED       NGS
 FP0381
 FP0381                          STATION DESCRIPTION
 FP0381
 FP0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0381'34.0 KM (21.1 MI) SW FROM GALLUP.
 FP0381'34.0 KM (21.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0381'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.2 METER
 FP0381'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 FP0381'ABUTMENT OF THE SOUTHWEST BOUND HIGHWAY OVERPASS OF A PAVED ROAD, 5.2
 FP0381'METERS (17.1 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 FP0381'LANES OF THE HIGHWAY AND 0.5 METER (1.6 FT) NORTHEAST OF THE SOUTHWEST
 FP0381'END OF THE BRIDGE.
 FP0381'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0549 ***********************************************************************
 FQ0549  DESIGNATION -  A 504
 FQ0549  PID         -  FQ0549
 FQ0549  STATE/COUNTY-  AZ/COCONINO
 FQ0549  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0549
 FQ0549                         *CURRENT SURVEY CONTROL
 FQ0549  ___________________________________________________________________
 FQ0549* NAD 83(1986)-  35 13 08.     (N)    111 32 47.     (W)     SCALED    
 FQ0549* NAVD 88     -      2051.771  (meters)    6731.52   (feet)  ADJUSTED  
 FQ0549  ___________________________________________________________________
 FQ0549  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0549  DYNAMIC HT  -        2048.848 (meters)    6721.93  (feet)  COMP
 FQ0549  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 FQ0549
 FQ0549  VERT ORDER  -  FIRST     CLASS II
 FQ0549
 FQ0549.The horizontal coordinates were scaled from a topographic map and have
 FQ0549.an estimated accuracy of +/- 6 seconds.
 FQ0549
 FQ0549.The orthometric height was determined by differential leveling
 FQ0549.and adjusted by the National Geodetic Survey in June 1991..
 FQ0549
 FQ0549.The geoid height was determined by GEOID03.
 FQ0549
 FQ0549.The dynamic height is computed by dividing the NAVD 88
 FQ0549.geopotential number by the normal gravity value computed on the
 FQ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0549.degrees latitude (g = 980.6199 gals.).
 FQ0549
 FQ0549.The modeled gravity was interpolated from observed gravity values.
 FQ0549
 FQ0549;                    North         East    Units  Estimated Accuracy
 FQ0549;SPC AZ C     -   467,920.      247,070.      MT  (+/- 180 meters Scaled)
 FQ0549
 FQ0549                          SUPERSEDED SURVEY CONTROL
 FQ0549
 FQ0549.No superseded survey control is available for this station.
 FQ0549
 FQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD502974(NAD 83)
 FQ0549_MARKER: DB = BENCH MARK DISK
 FQ0549_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0549_SP_SET: ROCK OUTCROP
 FQ0549_STAMPING: A 504 1983
 FQ0549_MARK LOGO: NGS   
 FQ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0549
 FQ0549  HISTORY     - Date     Condition        Report By
 FQ0549  HISTORY     - 1983     MONUMENTED       NGS
 FQ0549
 FQ0549                          STATION DESCRIPTION
 FQ0549
 FQ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0549'10.5 KM (6.5 MI) EAST FROM FLAGSTAFF.
 FQ0549'10.5 KM (6.5 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0549'RAILROAD STATION IN FLAGSTAFF, CEMENTED IN A DRILL HOLE IN BEDROCK 0.3
 FQ0549'METER (1.0 FT) BELOW THE GROUND SURFACE ACCESS TO WHICH IS THROUGH A
 FQ0549'5-INCH LOGO CAP, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF THE
 FQ0549'HIGHWAY AND 6.0 METERS (19.7 FT) WEST OF THE CENTER OF A DIRT ROAD
 FQ0549'LEADING NORTH.
 FQ0549'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0549'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0421 ***********************************************************************
 ER0421  DESIGNATION -  A 505
 ER0421  PID         -  ER0421
 ER0421  STATE/COUNTY-  AZ/NAVAJO
 ER0421  USGS QUAD   -  LAKESIDE (1984)
 ER0421
 ER0421                         *CURRENT SURVEY CONTROL
 ER0421  ___________________________________________________________________
 ER0421* NAD 83(1986)-  34 09 18.     (N)    109 58 25.     (W)     SCALED    
 ER0421* NAVD 88     -      2053.323  (meters)    6736.61   (feet)  ADJUSTED  
 ER0421  ___________________________________________________________________
 ER0421  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ER0421  DYNAMIC HT  -        2050.208 (meters)    6726.39  (feet)  COMP
 ER0421  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 ER0421
 ER0421  VERT ORDER  -  FIRST     CLASS II
 ER0421
 ER0421.The horizontal coordinates were scaled from a topographic map and have
 ER0421.an estimated accuracy of +/- 6 seconds.
 ER0421
 ER0421.The orthometric height was determined by differential leveling
 ER0421.and adjusted by the National Geodetic Survey in June 1991..
 ER0421
 ER0421.The geoid height was determined by GEOID03.
 ER0421
 ER0421.The dynamic height is computed by dividing the NAVD 88
 ER0421.geopotential number by the normal gravity value computed on the
 ER0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0421.degrees latitude (g = 980.6199 gals.).
 ER0421
 ER0421.The modeled gravity was interpolated from observed gravity values.
 ER0421
 ER0421;                    North         East    Units  Estimated Accuracy
 ER0421;SPC AZ E     -   349,860.      231,160.      MT  (+/- 180 meters Scaled)
 ER0421
 ER0421                          SUPERSEDED SURVEY CONTROL
 ER0421
 ER0421.No superseded survey control is available for this station.
 ER0421
 ER0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC946798(NAD 83)
 ER0421_MARKER: I = METAL ROD
 ER0421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0421+WITH SETTING: INFORMATION.
 ER0421_SP_SET: SHALLOW SET METAL ROD
 ER0421_STAMPING: A 505 1983
 ER0421_MARK LOGO: NGS   
 ER0421_PROJECTION: FLUSH
 ER0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0421_ROD/PIPE-DEPTH: 1.2  meters
 ER0421
 ER0421  HISTORY     - Date     Condition        Report By
 ER0421  HISTORY     - 1983     MONUMENTED       NGS
 ER0421
 ER0421                          STATION DESCRIPTION
 ER0421
 ER0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0421'IN LAKESIDE.
 ER0421'IN LAKESIDE, AT THE JUNCTION OF STATE HIGHWAY 260 AND ADAMS STREET,
 ER0421'13.0 METERS (42.7 FT) NORTH OF THE CENTER OF THE STREET, 11.6 METERS
 ER0421'(38.1 FT) NORTHEAST OF A UTILITY POLE WITH A LIGHT, 11.3 METERS (37.1
 ER0421'FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 ER0421'AND 1.3 METERS (4.3 FT) WEST OF A FENCE CORNER.  ACCESS TO THE
 ER0421'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0421'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 ER0421'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0461 ***********************************************************************
 GP0461  DESIGNATION -  A 506
 GP0461  PID         -  GP0461
 GP0461  STATE/COUNTY-  AZ/COCONINO
 GP0461  USGS QUAD   -  TUBA CITY NE (1969)
 GP0461
 GP0461                         *CURRENT SURVEY CONTROL
 GP0461  ___________________________________________________________________
 GP0461* NAD 83(1986)-  36 09 20.     (N)    111 07 10.     (W)     SCALED    
 GP0461* NAVD 88     -      1578.428  (meters)    5178.56   (feet)  ADJUSTED  
 GP0461  ___________________________________________________________________
 GP0461  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 GP0461  DYNAMIC HT  -        1576.428 (meters)    5172.00  (feet)  COMP
 GP0461  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 GP0461
 GP0461  VERT ORDER  -  FIRST     CLASS II
 GP0461
 GP0461.The horizontal coordinates were scaled from a topographic map and have
 GP0461.an estimated accuracy of +/- 6 seconds.
 GP0461
 GP0461.The orthometric height was determined by differential leveling
 GP0461.and adjusted by the National Geodetic Survey in June 1991..
 GP0461
 GP0461.The geoid height was determined by GEOID03.
 GP0461
 GP0461.The dynamic height is computed by dividing the NAVD 88
 GP0461.geopotential number by the normal gravity value computed on the
 GP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0461.degrees latitude (g = 980.6199 gals.).
 GP0461
 GP0461.The modeled gravity was interpolated from observed gravity values.
 GP0461
 GP0461;                    North         East    Units  Estimated Accuracy
 GP0461;SPC AZ C     -   572,070.      285,090.      MT  (+/- 180 meters Scaled)
 GP0461
 GP0461                          SUPERSEDED SURVEY CONTROL
 GP0461
 GP0461.No superseded survey control is available for this station.
 GP0461
 GP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF892012(NAD 83)
 GP0461_MARKER: I = METAL ROD
 GP0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0461_SP_SET: STAINLESS STEEL ROD
 GP0461_STAMPING: A 506 1983
 GP0461_MARK LOGO: NGS   
 GP0461_PROJECTION: FLUSH
 GP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0461_ROD/PIPE-DEPTH: 4.9  meters
 GP0461
 GP0461  HISTORY     - Date     Condition        Report By
 GP0461  HISTORY     - 1983     MONUMENTED       NGS
 GP0461
 GP0461                          STATION DESCRIPTION
 GP0461
 GP0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0461'10.7 KM (6.65 MI) NE FROM TUBA CITY.
 GP0461'10.7 KM (6.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0461'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0461'NORTHEAST OF MILEPOST 328, 0.4 KM (0.25 MI) SOUTHWEST OF A DIRT ROAD
 GP0461'LEADING SOUTH, 138.4 METERS (545.1 FT) NORTHEAST OF THE NORTHEAST
 GP0461'CORNER OF A SMALL BOX CULVERT, AND 30.4 METERS (99.7 FT) SOUTHEAST OF
 GP0461'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0461'THROUGH A 5-INCH LOGO CAP.
 GP0461'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0388 ***********************************************************************
 GP0388  DESIGNATION -  A 507
 GP0388  PID         -  GP0388
 GP0388  STATE/COUNTY-  AZ/NAVAJO
 GP0388  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0388
 GP0388                         *CURRENT SURVEY CONTROL
 GP0388  ___________________________________________________________________
 GP0388* NAD 83(1986)-  36 57 36.     (N)    110 12 20.     (W)     SCALED    
 GP0388* NAVD 88     -      1595.564  (meters)    5234.78   (feet)  ADJUSTED  
 GP0388  ___________________________________________________________________
 GP0388  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 GP0388  DYNAMIC HT  -        1593.728 (meters)    5228.76  (feet)  COMP
 GP0388  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 GP0388
 GP0388  VERT ORDER  -  FIRST     CLASS II
 GP0388
 GP0388.The horizontal coordinates were scaled from a topographic map and have
 GP0388.an estimated accuracy of +/- 6 seconds.
 GP0388
 GP0388.The orthometric height was determined by differential leveling
 GP0388.and adjusted by the National Geodetic Survey in June 1991..
 GP0388
 GP0388.The geoid height was determined by GEOID03.
 GP0388
 GP0388.The dynamic height is computed by dividing the NAVD 88
 GP0388.geopotential number by the normal gravity value computed on the
 GP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0388.degrees latitude (g = 980.6199 gals.).
 GP0388
 GP0388.The modeled gravity was interpolated from observed gravity values.
 GP0388
 GP0388;                    North         East    Units  Estimated Accuracy
 GP0388;SPC AZ E     -   661,030.      209,900.      MT  (+/- 180 meters Scaled)
 GP0388
 GP0388                          SUPERSEDED SURVEY CONTROL
 GP0388
 GP0388.No superseded survey control is available for this station.
 GP0388
 GP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF707907(NAD 83)
 GP0388_MARKER: I = METAL ROD
 GP0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0388_SP_SET: STAINLESS STEEL ROD
 GP0388_STAMPING: A 507 1983
 GP0388_MARK LOGO: NGS   
 GP0388_PROJECTION: FLUSH
 GP0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0388_ROD/PIPE-DEPTH: 5.5  meters
 GP0388
 GP0388  HISTORY     - Date     Condition        Report By
 GP0388  HISTORY     - 1983     MONUMENTED       NGS
 GP0388
 GP0388                          STATION DESCRIPTION
 GP0388
 GP0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0388'32.2 KM (20.0 MI) NORTH FROM KAYENTA.
 GP0388'32.2 KM (20.0 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0388'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.6 KM (0.35 MI) SOUTH OF MILEPOST
 GP0388'414, 5.1 KM (3.15 MI) SOUTHWEST OF THE ARIZONA-UTAH STATE LINE,
 GP0388'22.8 METERS (74.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0388'4.5 METERS (14.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.
 GP0388'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0388'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0372 ***********************************************************************
 GP0372  DESIGNATION -  A 508
 GP0372  PID         -  GP0372
 GP0372  STATE/COUNTY-  AZ/COCONINO
 GP0372  USGS QUAD   -  BODAWAY MESA (1988)
 GP0372
 GP0372                         *CURRENT SURVEY CONTROL
 GP0372  ___________________________________________________________________
 GP0372* NAD 83(1986)-  36 22 25.     (N)    111 30 59.     (W)     SCALED    
 GP0372* NAVD 88     -      1794.551  (meters)    5887.62   (feet)  ADJUSTED  
 GP0372  ___________________________________________________________________
 GP0372  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 GP0372  DYNAMIC HT  -        1792.284 (meters)    5880.19  (feet)  COMP
 GP0372  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 GP0372
 GP0372  VERT ORDER  -  FIRST     CLASS II
 GP0372
 GP0372.The horizontal coordinates were scaled from a topographic map and have
 GP0372.an estimated accuracy of +/- 6 seconds.
 GP0372
 GP0372.The orthometric height was determined by differential leveling
 GP0372.and adjusted by the National Geodetic Survey in June 1991..
 GP0372
 GP0372.The geoid height was determined by GEOID03.
 GP0372
 GP0372.The dynamic height is computed by dividing the NAVD 88
 GP0372.geopotential number by the normal gravity value computed on the
 GP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0372.degrees latitude (g = 980.6199 gals.).
 GP0372
 GP0372.The modeled gravity was interpolated from observed gravity values.
 GP0372
 GP0372;                    North         East    Units  Estimated Accuracy
 GP0372;SPC AZ C     -   596,040.      249,280.      MT  (+/- 180 meters Scaled)
 GP0372
 GP0372                          SUPERSEDED SURVEY CONTROL
 GP0372
 GP0372.No superseded survey control is available for this station.
 GP0372
 GP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF536255(NAD 83)
 GP0372_MARKER: DB = BENCH MARK DISK
 GP0372_SETTING: 66 = SET IN ROCK OUTCROP
 GP0372_SP_SET: ROCK OUTCROP
 GP0372_STAMPING: A 508 1983
 GP0372_MARK LOGO: NGS   
 GP0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0372+STABILITY: POSITION/ELEVATION WELL
 GP0372
 GP0372  HISTORY     - Date     Condition        Report By
 GP0372  HISTORY     - 1983     MONUMENTED       NGS
 GP0372
 GP0372                          STATION DESCRIPTION
 GP0372
 GP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0372'9.4 KM (5.8 MI) NW FROM THE GAP.
 GP0372'9.4 KM (5.85 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0372'AT THE GAP, IN TOP OF AND 1.5 METERS (5 FT) NORTHWEST OF THE SOUTHEAST
 GP0372'EDGE OF A 9- BY 28-FOOT PORTION OF LIMESTONE BEDROCK FLUSH WITH AND IN
 GP0372'THE SLOPING CUT BANK, 0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST 504,
 GP0372'0.1 KM (0.05 MI) NORTHWEST OF THE T-JUNCTION OF A PAVED ACCESS ROAD
 GP0372'LEADING NORTHEAST, 17.7 METERS (58 FT) SOUTHWEST OF THE HIGHWAY
 GP0372'CENTERLINE, 42.3 METERS (139 FT) SOUTHEAST OF THE SOUTHWEST END OF THE
 GP0372'SOUTHEAST ONE OF THREE 36-INCH CORRUGATED METAL PIPE CULVERTS,
 GP0372'13.5 METERS (44.5 FT) NORTHEAST OF AND 2.4 METERS (8 FT) BELOW THE
 GP0372'RIGHT OF WAY FENCE.
 GP0372'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GP0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0244 ***********************************************************************
 GP0244  DESIGNATION -  A 51
 GP0244  PID         -  GP0244
 GP0244  STATE/COUNTY-  AZ/COCONINO
 GP0244  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0244
 GP0244                         *CURRENT SURVEY CONTROL
 GP0244  ___________________________________________________________________
 GP0244* NAD 83(1986)-  36 46 58.     (N)    111 41 17.     (W)     SCALED    
 GP0244* NAVD 88     -      1139.051  (meters)    3737.04   (feet)  POSTED    
 GP0244  ___________________________________________________________________
 GP0244  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0244  DYNAMIC HT  -        1137.740 (meters)    3732.74  (feet)  COMP
 GP0244  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0244
 GP0244  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0244
 GP0244.The horizontal coordinates were scaled from a topographic map and have
 GP0244.an estimated accuracy of +/- 6 seconds.
 GP0244
 GP0244.The orthometric height was determined by differential leveling
 GP0244.and adjusted by the National Geodetic Survey in 1992..
 GP0244.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0244.rate of 0.0 thru 1.0 mm/km.
 GP0244
 GP0244.The geoid height was determined by GEOID03.
 GP0244
 GP0244.The dynamic height is computed by dividing the NAVD 88
 GP0244.geopotential number by the normal gravity value computed on the
 GP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0244.degrees latitude (g = 980.6199 gals.).
 GP0244
 GP0244.The modeled gravity was interpolated from observed gravity values.
 GP0244
 GP0244;                    North         East    Units  Estimated Accuracy
 GP0244;SPC AZ C     -   641,390.      233,770.      MT  (+/- 180 meters Scaled)
 GP0244
 GP0244                          SUPERSEDED SURVEY CONTROL
 GP0244
 GP0244  NGVD 29 (??/??/92) 1138.162  (m)         3734.12   (f) ADJ UNCH    1 2
 GP0244
 GP0244.Superseded values are not recommended for survey control.
 GP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0244.See file dsdata.txt to determine how the superseded data were derived.
 GP0244
 GP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF386709(NAD 83)
 GP0244_MARKER: DB = BENCH MARK DISK
 GP0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0244_SP_SET: CURBING
 GP0244_STAMPING: A 51 1934
 GP0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0244
 GP0244  HISTORY     - Date     Condition        Report By
 GP0244  HISTORY     - 1934     MONUMENTED       CGS
 GP0244  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0244
 GP0244                          STATION DESCRIPTION
 GP0244
 GP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0244'3.9 MI SW FROM MARBLE CANYON.
 GP0244'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0244'MARBLE CANYON, COCONINO COUNTY, 200 YARDS WEST OF A SMALL HOUSE NORTH
 GP0244'OF THE HIGHWAY, AT THE CONCRETE AND STEEL BRIDGE OVER BADGER WASH, IN
 GP0244'THE TOP OF THE SOUTH CONCRETE CURBING, AND 3 FEET EAST OF THE WEST
 GP0244'END.  A STANDARD DISK, STAMPED A 51 1934.
 GP0244
 GP0244                          STATION RECOVERY (1993)
 GP0244
 GP0244'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1541 ***********************************************************************
 GR1541  DESIGNATION -  A 51
 GR1541  PID         -  GR1541
 GR1541  STATE/COUNTY-  AZ/MOHAVE
 GR1541  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1541
 GR1541                         *CURRENT SURVEY CONTROL
 GR1541  ___________________________________________________________________
 GR1541* NAD 83(1992)-  36 00 56.90588(N)    114 12 19.06583(W)     ADJUSTED  
 GR1541* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1541  ___________________________________________________________________
 GR1541  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 GR1541  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1541
 GR1541  HORZ ORDER  -  THIRD
 GR1541
 GR1541.The horizontal coordinates were established by classical geodetic methods
 GR1541.and adjusted by the National Geodetic Survey in August 1993..
 GR1541
 GR1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1541
 GR1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1541
 GR1541.The geoid height was determined by GEOID03.
 GR1541
 GR1541;                    North         East     Units Scale Factor Converg.
 GR1541;SPC AZ W     -   556,381.094   172,319.623   MT  0.99995408   -0 16 03.8
 GR1541;SPC AZ W     - 1,825,397.29    565,353.09   iFT  0.99995408   -0 16 03.8
 GR1541;SPC NV E     - 8,141,302.697   324,215.428   MT  1.00009006   +0 48 37.4
 GR1541;SPC NV E     -26,710,257.27  1,063,696.78   sFT  1.00009006   +0 48 37.4
 GR1541;UTM  11      - 3,989,315.203   751,860.817   MT  1.00038169   +1 38 39.0
 GR1541
 GR1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1541!SPC AZ W     -   0.99994693  x   0.99995408  =   0.99990101
 GR1541!SPC NV E     -   0.99994693  x   1.00009006  =   1.00003699
 GR1541!UTM  11      -   0.99994693  x   1.00038169  =   1.00032860
 GR1541
 GR1541:                Primary Azimuth Mark                     Grid Az
 GR1541:SPC AZ W     -  A 49                                     252 53 12.4
 GR1541:SPC NV E     -  A 49                                     251 48 31.2
 GR1541:UTM  11      -  A 49                                     250 58 29.6
 GR1541
 GR1541|---------------------------------------------------------------------|
 GR1541| PID    Reference Object                     Distance      Geod. Az  |
 GR1541|                                                           dddmmss.s |
 GR1541| GR1538 A 49                                APPROX. 0.7 KM 2523708.6 |
 GR1541| GR1631 N 126                               386.247 METERS 33710     |
 GR1541|---------------------------------------------------------------------|
 GR1541
 GR1541                          SUPERSEDED SURVEY CONTROL
 GR1541
 GR1541  NAD 83(1986)-  36 00 56.89891(N)    114 12 19.06361(W) AD(       ) 3
 GR1541  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1541
 GR1541.Superseded values are not recommended for survey control.
 GR1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1541.See file dsdata.txt to determine how the superseded data were derived.
 GR1541
 GR1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5186189315(NAD 83)
 GR1541_MARKER: DS = TRIANGULATION STATION DISK
 GR1541_SETTING: 66 = SET IN ROCK OUTCROP
 GR1541_SP_SET: SET IN ROCK OUTCROP
 GR1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1541+STABILITY: POSITION/ELEVATION WELL
 GR1541
 GR1541  HISTORY     - Date     Condition        Report By
 GR1541  HISTORY     - 1948     MONUMENTED       USGS
 GR1541
 GR1541                          STATION DESCRIPTION
 GR1541
 GR1541'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1541'LOCATED ABOUT 2 MI E. OF N.P.S. LIGHT BASE AT WEST END OF VIRGIN
 GR1541'CANYON.  IN VIRGIN CANYON, ON SHEER, ROCKY SIDEHILL, ABOUT 10 FT.
 GR1541'ABOVE HIGH WATER MARK.
 GR1541'
 GR1541'TO REACH NOT GIVEN.
 GR1541'
 GR1541'STATION MARK--STANDARD TABLET STAMPED---A51 1948---, CEMENTED IN
 GR1541'ROCK OUTCROP.
 GR1541'
 GR1541'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0510 ***********************************************************************
 FQ0510  DESIGNATION -  A 510
 FQ0510  PID         -  FQ0510
 FQ0510  STATE/COUNTY-  AZ/COCONINO
 FQ0510  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0510
 FQ0510                         *CURRENT SURVEY CONTROL
 FQ0510  ___________________________________________________________________
 FQ0510* NAD 83(1986)-  35 52 10.     (N)    111 24 49.     (W)     SCALED    
 FQ0510* NAVD 88     -      1308.059  (meters)    4291.52   (feet)  ADJUSTED  
 FQ0510  ___________________________________________________________________
 FQ0510  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0510  DYNAMIC HT  -        1306.431 (meters)    4286.18  (feet)  COMP
 FQ0510  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 FQ0510
 FQ0510  VERT ORDER  -  FIRST     CLASS II
 FQ0510
 FQ0510.The horizontal coordinates were scaled from a topographic map and have
 FQ0510.an estimated accuracy of +/- 6 seconds.
 FQ0510
 FQ0510.The orthometric height was determined by differential leveling
 FQ0510.and adjusted by the National Geodetic Survey in June 1991..
 FQ0510
 FQ0510.The geoid height was determined by GEOID03.
 FQ0510
 FQ0510.The dynamic height is computed by dividing the NAVD 88
 FQ0510.geopotential number by the normal gravity value computed on the
 FQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0510.degrees latitude (g = 980.6199 gals.).
 FQ0510
 FQ0510.The modeled gravity was interpolated from observed gravity values.
 FQ0510
 FQ0510;                    North         East    Units  Estimated Accuracy
 FQ0510;SPC AZ C     -   540,150.      258,790.      MT  (+/- 180 meters Scaled)
 FQ0510
 FQ0510                          SUPERSEDED SURVEY CONTROL
 FQ0510
 FQ0510.No superseded survey control is available for this station.
 FQ0510
 FQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE626695(NAD 83)
 FQ0510_MARKER: DB = BENCH MARK DISK
 FQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0510_SP_SET: ROCK OUTCROP
 FQ0510_STAMPING: A 510 1983
 FQ0510_MARK LOGO: NGS   
 FQ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0510+STABILITY: POSITION/ELEVATION WELL
 FQ0510
 FQ0510  HISTORY     - Date     Condition        Report By
 FQ0510  HISTORY     - 1983     MONUMENTED       NGS
 FQ0510
 FQ0510                          STATION DESCRIPTION
 FQ0510
 FQ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0510'0.6 KM (0.4 MI) SOUTH FROM CAMERON.
 FQ0510'0.6 KM (0.4 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0510'CAMERON, IN TOP OF A 4 BY 6 FOOT PORTION OF SANDSTONE OUTCROP IN THE
 FQ0510'EAST RIGHT OF WAY LINE, 18.2 METERS (60 FT) EAST OF THE HIGHWAY
 FQ0510'CENTERLINE, 6.4 METERS (21 FT) WEST OF THE EAST RIGHT OF WAY FENCE.
 FQ0510'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0510'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0351 ***********************************************************************
 GP0351  DESIGNATION -  A 511
 GP0351  PID         -  GP0351
 GP0351  STATE/COUNTY-  AZ/COCONINO
 GP0351  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0351
 GP0351                         *CURRENT SURVEY CONTROL
 GP0351  ___________________________________________________________________
 GP0351* NAD 83(1992)-  36 09 05.19653(N)    111 23 51.94050(W)     ADJUSTED  
 GP0351* NAVD 88     -      1446.713  (meters)    4746.42   (feet)  ADJUSTED  
 GP0351  ___________________________________________________________________
 GP0351  X           -  -1,881,574.192 (meters)                     COMP
 GP0351  Y           -  -4,801,763.724 (meters)                     COMP
 GP0351  Z           -   3,742,613.137 (meters)                     COMP
 GP0351  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GP0351  ELLIP HEIGHT-        1423.28  (meters)          (08/22/05) GPS OBS
 GP0351  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0351  DYNAMIC HT  -        1444.939 (meters)    4740.60  (feet)  COMP
 GP0351  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 GP0351
 GP0351  HORZ ORDER  -  B
 GP0351  VERT ORDER  -  FIRST     CLASS II
 GP0351  ELLP ORDER  -  THIRD     CLASS I
 GP0351
 GP0351.The horizontal coordinates were established by GPS observations
 GP0351.and adjusted by the National Geodetic Survey in August 2005..
 GP0351
 GP0351.The orthometric height was determined by differential leveling
 GP0351.and adjusted by the National Geodetic Survey in June 1991..
 GP0351
 GP0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0351
 GP0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0351
 GP0351.The ellipsoidal height was determined by GPS observations
 GP0351.and is referenced to NAD 83.
 GP0351
 GP0351.The geoid height was determined by GEOID03.
 GP0351
 GP0351.The dynamic height is computed by dividing the NAVD 88
 GP0351.geopotential number by the normal gravity value computed on the
 GP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0351.degrees latitude (g = 980.6199 gals.).
 GP0351
 GP0351.The modeled gravity was interpolated from observed gravity values.
 GP0351
 GP0351;                    North         East     Units Scale Factor Converg.
 GP0351;SPC AZ C     -   571,440.173   260,052.335   MT  0.99992685   +0 18 22.0
 GP0351;SPC AZ C     - 1,874,803.72    853,190.08   iFT  0.99992685   +0 18 22.0
 GP0351;UTM  12      - 4,000,819.230   464,219.304   MT  0.99961577   -0 14 04.7
 GP0351
 GP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0351!SPC AZ C     -   0.99977667  x   0.99992685  =   0.99970354
 GP0351!UTM  12      -   0.99977667  x   0.99961577  =   0.99939253
 GP0351
 GP0351                          SUPERSEDED SURVEY CONTROL
 GP0351
 GP0351  NAVD 88 (08/22/05) 1446.76   (m)         4746.6    (f) LEVELING    3  
 GP0351
 GP0351.Superseded values are not recommended for survey control.
 GP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0351.See file dsdata.txt to determine how the superseded data were derived.
 GP0351
 GP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6421900819(NAD 83)
 GP0351_MARKER: DB = BENCH MARK DISK
 GP0351_SETTING: 66 = SET IN ROCK OUTCROP
 GP0351_SP_SET: ROCK OUTCROP
 GP0351_STAMPING: A 511 1983
 GP0351_MARK LOGO: NGS   
 GP0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0351+STABILITY: POSITION/ELEVATION WELL
 GP0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0351+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0351
 GP0351  HISTORY     - Date     Condition        Report By
 GP0351  HISTORY     - 1983     MONUMENTED       NGS
 GP0351  HISTORY     - 20050401 GOOD             NGS
 GP0351
 GP0351                          STATION DESCRIPTION
 GP0351
 GP0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0351'31.4 KM (19.5 MI) NORTH FROM CAMERON.
 GP0351'31.4 KM (19.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0351'CAMERON, AT THE T JUNCTION OF A ROAD LEADING WEST, IN TOP OF A
 GP0351'SANDSTONE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 0.2 KM (0.1
 GP0351'MI) SOUTH OF MILEPOST 486, 91.4 METERS (300 FT) NORTH OF THE CENTER OF
 GP0351'A DIRT ROAD LEADING WEST, 28.9 METERS (95 FT) WEST OF THE HIGHWAY
 GP0351'CENTERLINE, 48.7 METERS (160 FT) SOUTHEAST OF A SINGLE FENCE POST.
 GP0351'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GP0351'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 GP0351
 GP0351                          STATION RECOVERY (2005)
 GP0351
 GP0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0436 ***********************************************************************
 GP0436  DESIGNATION -  A 512
 GP0436  PID         -  GP0436
 GP0436  STATE/COUNTY-  AZ/COCONINO
 GP0436  USGS QUAD   -  COW SPRINGS (1970)
 GP0436
 GP0436                         *CURRENT SURVEY CONTROL
 GP0436  ___________________________________________________________________
 GP0436* NAD 83(1986)-  36 25 01.     (N)    110 48 39.     (W)     SCALED    
 GP0436* NAVD 88     -      1793.577  (meters)    5884.43   (feet)  ADJUSTED  
 GP0436  ___________________________________________________________________
 GP0436  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GP0436  DYNAMIC HT  -        1791.323 (meters)    5877.03  (feet)  COMP
 GP0436  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 GP0436
 GP0436  VERT ORDER  -  FIRST     CLASS II
 GP0436
 GP0436.The horizontal coordinates were scaled from a topographic map and have
 GP0436.an estimated accuracy of +/- 6 seconds.
 GP0436
 GP0436.The orthometric height was determined by differential leveling
 GP0436.and adjusted by the National Geodetic Survey in June 1991..
 GP0436
 GP0436.The geoid height was determined by GEOID03.
 GP0436
 GP0436.The dynamic height is computed by dividing the NAVD 88
 GP0436.geopotential number by the normal gravity value computed on the
 GP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0436.degrees latitude (g = 980.6199 gals.).
 GP0436
 GP0436.The modeled gravity was interpolated from observed gravity values.
 GP0436
 GP0436;                    North         East    Units  Estimated Accuracy
 GP0436;SPC AZ C     -   601,340.      312,530.      MT  (+/- 180 meters Scaled)
 GP0436
 GP0436                          SUPERSEDED SURVEY CONTROL
 GP0436
 GP0436.No superseded survey control is available for this station.
 GP0436
 GP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF169302(NAD 83)
 GP0436_MARKER: I = METAL ROD
 GP0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0436_SP_SET: STAINLESS STEEL ROD
 GP0436_STAMPING: A 512 1983
 GP0436_MARK LOGO: NGS   
 GP0436_PROJECTION: FLUSH
 GP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0436_ROD/PIPE-DEPTH: 6.7  meters
 GP0436
 GP0436  HISTORY     - Date     Condition        Report By
 GP0436  HISTORY     - 1983     MONUMENTED       NGS
 GP0436
 GP0436                          STATION DESCRIPTION
 GP0436
 GP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0436'52.1 KM (32.35 MI) NE FROM TUBA CITY.
 GP0436'52.1 KM (32.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0436'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 1.0 KM (0.6 MI)
 GP0436'NORTHEAST OF THE COW SPRINGS TRADING POST, 0.2 KM (0.1 MI) SOUTHEAST
 GP0436'OF MILEPOST 354, 30.3 METERS (99.4 FT) SOUTHEAST OF THE OF THE
 GP0436'CENTERLINE OF THE HIGHWAY, AND 13.3 METERS (43.6 FT) SOUTHWEST OF THE
 GP0436'CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT
 GP0436'IS THROUGH A 5-INCH LOGO CAP.
 GP0436'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0409 ***********************************************************************
 GP0409  DESIGNATION -  A 513
 GP0409  PID         -  GP0409
 GP0409  STATE/COUNTY-  AZ/NAVAJO
 GP0409  USGS QUAD   -  MARSH PASS (1968)
 GP0409
 GP0409                         *CURRENT SURVEY CONTROL
 GP0409  ___________________________________________________________________
 GP0409* NAD 83(1986)-  36 40 58.     (N)    110 22 53.     (W)     SCALED    
 GP0409* NAVD 88     -      1840.753  (meters)    6039.20   (feet)  ADJUSTED  
 GP0409  ___________________________________________________________________
 GP0409  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0409  DYNAMIC HT  -        1838.481 (meters)    6031.75  (feet)  COMP
 GP0409  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 GP0409
 GP0409  VERT ORDER  -  FIRST     CLASS II
 GP0409
 GP0409.The horizontal coordinates were scaled from a topographic map and have
 GP0409.an estimated accuracy of +/- 6 seconds.
 GP0409
 GP0409.The orthometric height was determined by differential leveling
 GP0409.and adjusted by the National Geodetic Survey in June 1991..
 GP0409
 GP0409.The geoid height was determined by GEOID03.
 GP0409
 GP0409.The dynamic height is computed by dividing the NAVD 88
 GP0409.geopotential number by the normal gravity value computed on the
 GP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0409.degrees latitude (g = 980.6199 gals.).
 GP0409
 GP0409.The modeled gravity was interpolated from observed gravity values.
 GP0409
 GP0409;                    North         East    Units  Estimated Accuracy
 GP0409;SPC AZ E     -   630,290.      194,170.      MT  (+/- 180 meters Scaled)
 GP0409
 GP0409                          SUPERSEDED SURVEY CONTROL
 GP0409
 GP0409.No superseded survey control is available for this station.
 GP0409
 GP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF552598(NAD 83)
 GP0409_MARKER: DB = BENCH MARK DISK
 GP0409_SETTING: 66 = SET IN ROCK OUTCROP
 GP0409_SP_SET: ROCK OUTCROP
 GP0409_STAMPING: A 513 1983
 GP0409_MARK LOGO: NGS   
 GP0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0409+STABILITY: POSITION/ELEVATION WELL
 GP0409
 GP0409  HISTORY     - Date     Condition        Report By
 GP0409  HISTORY     - 1983     MONUMENTED       NGS
 GP0409
 GP0409                          STATION DESCRIPTION
 GP0409
 GP0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0409'12.5 KM (7.75 MI) SW FROM KAYENTA.
 GP0409'12.5 KM (7.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0409'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST
 GP0409'OF MILEPOST 386, IN THE CENTER OF THE NORTHERN 1/2 OF A 48- BY 96-FOOT
 GP0409'EXPOSED AREA OF OUTCROPPING BEDROCK, 33.9 METERS (111.2 FT) SOUTHEAST
 GP0409'OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.1 FT) SOUTH OF THE
 GP0409'NORTH EDGE OF THE OUTCROP, AND 7.3 METERS (24.0 FT) EAST OF THE WEST
 GP0409'EDGE OF THE OUTCROP.
 GP0409'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0409'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2492 ***********************************************************************
 CZ2492  DESIGNATION -  A 516
 CZ2492  PID         -  CZ2492
 CZ2492  STATE/COUNTY-  AZ/PINAL
 CZ2492  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ2492
 CZ2492                         *CURRENT SURVEY CONTROL
 CZ2492  ___________________________________________________________________
 CZ2492* NAD 83(1986)-  32 40 51.     (N)    111 26 31.     (W)     SCALED    
 CZ2492* NAVD 88     -       519.596  (meters)    1704.71   (feet)  ADJUSTED  
 CZ2492  ___________________________________________________________________
 CZ2492  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2492  DYNAMIC HT  -         518.938 (meters)    1702.55  (feet)  COMP
 CZ2492  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CZ2492
 CZ2492  VERT ORDER  -  FIRST     CLASS II
 CZ2492
 CZ2492.The horizontal coordinates were scaled from a topographic map and have
 CZ2492.an estimated accuracy of +/- 6 seconds.
 CZ2492
 CZ2492.The orthometric height was determined by differential leveling
 CZ2492.and adjusted by the National Geodetic Survey in November 1993..
 CZ2492
 CZ2492.The geoid height was determined by GEOID03.
 CZ2492
 CZ2492.The dynamic height is computed by dividing the NAVD 88
 CZ2492.geopotential number by the normal gravity value computed on the
 CZ2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2492.degrees latitude (g = 980.6199 gals.).
 CZ2492
 CZ2492.The modeled gravity was interpolated from observed gravity values.
 CZ2492
 CZ2492;                    North         East    Units  Estimated Accuracy
 CZ2492;SPC AZ C     -   186,460.      257,880.      MT  (+/- 180 meters Scaled)
 CZ2492
 CZ2492                          SUPERSEDED SURVEY CONTROL
 CZ2492
 CZ2492.No superseded survey control is available for this station.
 CZ2492
 CZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB585159(NAD 83)
 CZ2492_MARKER: I = METAL ROD
 CZ2492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2492_STAMPING: A 516 1991
 CZ2492_MARK LOGO: NGS   
 CZ2492_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2492_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2492+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CZ2492_ROD/PIPE-DEPTH: 12.5 meters
 CZ2492_SLEEVE-DEPTH  : 0.9 meters
 CZ2492
 CZ2492  HISTORY     - Date     Condition        Report By
 CZ2492  HISTORY     - 1991     MONUMENTED       NGS
 CZ2492  HISTORY     - 20030429 GOOD             NGS
 CZ2492
 CZ2492                          STATION DESCRIPTION
 CZ2492
 CZ2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2492'6.4 KM (3.95 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ2492'POST OFFICE IN PICACHO, 55.0 M (180.4 FT) WEST OF RAILROAD SIGNAL
 CZ2492'NUMBER 9416, 49.3 M (161.7 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
 CZ2492'CABLE, 26.7 M (87.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CZ2492'PACIFIC RAILROAD, 12.4 M (40.7 FT) NORTHEAST OF THE ROAD CENTERLINE,
 CZ2492'2.6 M (8.5 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTHWEST
 CZ2492'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 CZ2492'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2492
 CZ2492                          STATION RECOVERY (2003)
 CZ2492
 CZ2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ2492'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2291 ***********************************************************************
 DU2291  DESIGNATION -  A 517
 DU2291  PID         -  DU2291
 DU2291  STATE/COUNTY-  AZ/PINAL
 DU2291  USGS QUAD   -  FLORENCE (1981)
 DU2291
 DU2291                         *CURRENT SURVEY CONTROL
 DU2291  ___________________________________________________________________
 DU2291* NAD 83(1986)-  33 07 04.     (N)    111 27 24.     (W)     SCALED    
 DU2291* NAVD 88     -       469.509  (meters)    1540.38   (feet)  ADJUSTED  
 DU2291  ___________________________________________________________________
 DU2291  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2291  DYNAMIC HT  -         468.938 (meters)    1538.51  (feet)  COMP
 DU2291  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 DU2291
 DU2291  VERT ORDER  -  FIRST     CLASS II
 DU2291
 DU2291.The horizontal coordinates were scaled from a topographic map and have
 DU2291.an estimated accuracy of +/- 6 seconds.
 DU2291
 DU2291.The orthometric height was determined by differential leveling
 DU2291.and adjusted by the National Geodetic Survey in November 1993..
 DU2291
 DU2291.The geoid height was determined by GEOID03.
 DU2291
 DU2291.The dynamic height is computed by dividing the NAVD 88
 DU2291.geopotential number by the normal gravity value computed on the
 DU2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2291.degrees latitude (g = 980.6199 gals.).
 DU2291
 DU2291.The modeled gravity was interpolated from observed gravity values.
 DU2291
 DU2291;                    North         East    Units  Estimated Accuracy
 DU2291;SPC AZ C     -   234,910.      256,290.      MT  (+/- 180 meters Scaled)
 DU2291
 DU2291                          SUPERSEDED SURVEY CONTROL
 DU2291
 DU2291.No superseded survey control is available for this station.
 DU2291
 DU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB573644(NAD 83)
 DU2291_MARKER: I = METAL ROD
 DU2291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2291_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2291_STAMPING: A 517 1992
 DU2291_MARK LOGO: NGS   
 DU2291_PROJECTION: FLUSH
 DU2291_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2291+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2291_ROD/PIPE-DEPTH: 3.6  meters
 DU2291_SLEEVE-DEPTH  : 0.9 meters
 DU2291
 DU2291  HISTORY     - Date     Condition        Report By
 DU2291  HISTORY     - 1992     MONUMENTED       NGS
 DU2291
 DU2291                          STATION DESCRIPTION
 DU2291
 DU2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2291'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU2291'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU2291'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 7.4 KM
 DU2291'(4.60 MI) NORTHERLY ALONG FELIX ROAD, 58.6 M (192.3 FT) SOUTH OF THE
 DU2291'CENTER OF ARIZONA FARMS ROAD, 10.1 M (33.1 FT) WEST OF THE ROAD
 DU2291'CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE,
 DU2291'0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST
 DU2291'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2291'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2317 ***********************************************************************
 DU2317  DESIGNATION -  A 518
 DU2317  PID         -  DU2317
 DU2317  STATE/COUNTY-  AZ/MARICOPA
 DU2317  USGS QUAD   -  MESA (1982)
 DU2317
 DU2317                         *CURRENT SURVEY CONTROL
 DU2317  ___________________________________________________________________
 DU2317* NAD 83(1986)-  33 24 56.     (N)    111 45 33.     (W)     SCALED    
 DU2317* NAVD 88     -       388.720  (meters)    1275.33   (feet)  ADJUSTED  
 DU2317  ___________________________________________________________________
 DU2317  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU2317  DYNAMIC HT  -         388.260 (meters)    1273.82  (feet)  COMP
 DU2317  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 DU2317
 DU2317  VERT ORDER  -  FIRST     CLASS II
 DU2317
 DU2317.The horizontal coordinates were scaled from a topographic map and have
 DU2317.an estimated accuracy of +/- 6 seconds.
 DU2317
 DU2317.The orthometric height was determined by differential leveling
 DU2317.and adjusted by the National Geodetic Survey in November 1993..
 DU2317
 DU2317.The geoid height was determined by GEOID03.
 DU2317
 DU2317.The dynamic height is computed by dividing the NAVD 88
 DU2317.geopotential number by the normal gravity value computed on the
 DU2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2317.degrees latitude (g = 980.6199 gals.).
 DU2317
 DU2317.The modeled gravity was interpolated from observed gravity values.
 DU2317
 DU2317;                    North         East    Units  Estimated Accuracy
 DU2317;SPC AZ C     -   267,850.      228,010.      MT  (+/- 180 meters Scaled)
 DU2317
 DU2317                          SUPERSEDED SURVEY CONTROL
 DU2317
 DU2317.No superseded survey control is available for this station.
 DU2317
 DU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294976(NAD 83)
 DU2317_MARKER: I = METAL ROD
 DU2317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2317_SP_SET: STAINLESS STEEL ROD
 DU2317_STAMPING: A 518 1992
 DU2317_MARK LOGO: NGS   
 DU2317_PROJECTION: FLUSH
 DU2317_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2317+STABILITY: POSITION/ELEVATION WELL
 DU2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2317_ROD/PIPE-DEPTH: 5.5  meters
 DU2317
 DU2317  HISTORY     - Date     Condition        Report By
 DU2317  HISTORY     - 1992     MONUMENTED       NGS
 DU2317  HISTORY     - 20051230 GOOD             GEOCAC
 DU2317
 DU2317                          STATION DESCRIPTION
 DU2317
 DU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2317'7.5 KM (4.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2317'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 10.0 M
 DU2317'(32.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES
 DU2317'OF THE HIGHWAY, 9.2 M (30.2 FT) WEST OF THE CENTER OF CYPRESS ESTATES
 DU2317'MOBILE HOME PARK ENTRANCE ROAD, 1.2 M (3.9 FT) NORTH OF THE SOUTH END
 DU2317'OF A BRICK WALL, 0.5 M (1.6 FT) WEST OF THE WALL, AND 0.3 M (1.0 FT)
 DU2317'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DU2317'A 5-INCH LOGO CAP.
 DU2317
 DU2317                          STATION RECOVERY (2005)
 DU2317
 DU2317'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2317'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE SOUTH END OF THE
 DU2317'BRICK WALL WAS DEMOLISHED, THE MOBILE HOME PARK DOES NOT HAVE AN
 DU2317'EXTERNAL SIGN BUT HAS A POSTED ADDRESS OF 3330 (EAST MAIN STREET), AND
 DU2317'THE MARK IS 6.5 FEET NORTH OF THE SIDEWALK. COORDINATES ARE
 DU2317'33 24 56.34 (N)   111 45 33.48 (W) (NAD 83).
 DU2317' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2290 ***********************************************************************
 DV2290  DESIGNATION -  A 519
 DV2290  PID         -  DV2290
 DV2290  STATE/COUNTY-  AZ/MARICOPA
 DV2290  USGS QUAD   -  PHOENIX (1982)
 DV2290
 DV2290                         *CURRENT SURVEY CONTROL
 DV2290  ___________________________________________________________________
 DV2290* NAD 83(1986)-  33 24 22.     (N)    112 00 47.     (W)     SCALED    
 DV2290* NAVD 88     -       341.947  (meters)    1121.87   (feet)  ADJUSTED  
 DV2290  ___________________________________________________________________
 DV2290  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV2290  DYNAMIC HT  -         341.555 (meters)    1120.59  (feet)  COMP
 DV2290  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DV2290
 DV2290  VERT ORDER  -  FIRST     CLASS II
 DV2290
 DV2290.The horizontal coordinates were scaled from a topographic map and have
 DV2290.an estimated accuracy of +/- 6 seconds.
 DV2290
 DV2290.The orthometric height was determined by differential leveling
 DV2290.and adjusted by the National Geodetic Survey in November 1993..
 DV2290
 DV2290.The geoid height was determined by GEOID03.
 DV2290
 DV2290.The dynamic height is computed by dividing the NAVD 88
 DV2290.geopotential number by the normal gravity value computed on the
 DV2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2290.degrees latitude (g = 980.6199 gals.).
 DV2290
 DV2290.The modeled gravity was interpolated from observed gravity values.
 DV2290
 DV2290;                    North         East    Units  Estimated Accuracy
 DV2290;SPC AZ C     -   266,790.      204,400.      MT  (+/- 180 meters Scaled)
 DV2290
 DV2290                          SUPERSEDED SURVEY CONTROL
 DV2290
 DV2290.No superseded survey control is available for this station.
 DV2290
 DV2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB057967(NAD 83)
 DV2290_MARKER: DV = VERTICAL CONTROL DISK
 DV2290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2290_SP_SET: BUILDING
 DV2290_STAMPING: A 519 1992
 DV2290_MARK LOGO: NGS   
 DV2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2290+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2290
 DV2290  HISTORY     - Date     Condition        Report By
 DV2290  HISTORY     - 1992     MONUMENTED       NGS
 DV2290
 DV2290                          STATION DESCRIPTION
 DV2290
 DV2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2290'IN PHOENIX, AT 4416 SOUTH 32ND STREET, SET VERTICALLY IN THE EAST
 DV2290'FACE OF THE NORTH BAY OF PHOENIX FIRE STATION 23, 18.0 M (59.1 FT)
 DV2290'WEST OF THE STREET CENTERLINE, 1.5 M (4.9 FT) ABOVE THE GROUND
 DV2290'SURFACE, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 DV2290'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0031 ***********************************************************************
 GQ0031  DESIGNATION -  A 52
 GQ0031  PID         -  GQ0031
 GQ0031  STATE/COUNTY-  AZ/COCONINO
 GQ0031  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0031
 GQ0031                         *CURRENT SURVEY CONTROL
 GQ0031  ___________________________________________________________________
 GQ0031* NAD 83(1986)-  36 49 31.     (N)    112 15 14.     (W)     SCALED    
 GQ0031* NAVD 88     -      2090.093  (meters)    6857.25   (feet)  POSTED    
 GQ0031  ___________________________________________________________________
 GQ0031  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GQ0031  DYNAMIC HT  -        2087.440 (meters)    6848.54  (feet)  COMP
 GQ0031  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 GQ0031
 GQ0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0031
 GQ0031.The horizontal coordinates were scaled from a topographic map and have
 GQ0031.an estimated accuracy of +/- 6 seconds.
 GQ0031
 GQ0031.The orthometric height was determined by differential leveling
 GQ0031.and adjusted by the National Geodetic Survey in 1992..
 GQ0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0031.rate of 0.0 thru 1.0 mm/km.
 GQ0031
 GQ0031.The geoid height was determined by GEOID03.
 GQ0031
 GQ0031.The dynamic height is computed by dividing the NAVD 88
 GQ0031.geopotential number by the normal gravity value computed on the
 GQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0031.degrees latitude (g = 980.6199 gals.).
 GQ0031
 GQ0031.The modeled gravity was interpolated from observed gravity values.
 GQ0031
 GQ0031;                    North         East    Units  Estimated Accuracy
 GQ0031;SPC AZ C     -   646,140.      183,280.      MT  (+/- 180 meters Scaled)
 GQ0031
 GQ0031                          SUPERSEDED SURVEY CONTROL
 GQ0031
 GQ0031  NGVD 29 (??/??/92) 2088.971  (m)         6853.57   (f) ADJ UNCH    1 2
 GQ0031
 GQ0031.Superseded values are not recommended for survey control.
 GQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0031.See file dsdata.txt to determine how the superseded data were derived.
 GQ0031
 GQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF881762(NAD 83)
 GQ0031_MARKER: DB = BENCH MARK DISK
 GQ0031_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0031_SP_SET: OUTCROP
 GQ0031_STAMPING: A 52 1934
 GQ0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0031+STABILITY: POSITION/ELEVATION WELL
 GQ0031
 GQ0031  HISTORY     - Date     Condition        Report By
 GQ0031  HISTORY     - 1934     MONUMENTED       CGS
 GQ0031  HISTORY     - 1966     MARK NOT FOUND   NGS
 GQ0031
 GQ0031                          STATION DESCRIPTION
 GQ0031
 GQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0031'11.2 MI NW FROM JACOB LAKE.
 GQ0031'11.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0031'COUNTY, 50 YARDS SOUTHWEST OF A ROW OF POLES, 73 FEET NORTHEAST OF THE
 GQ0031'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP FLUSH
 GQ0031'WITH THE GROUND.  A STANDARD DISK, STAMPED A 52 1934.
 GQ0031
 GQ0031                          STATION RECOVERY (1966)
 GQ0031
 GQ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GQ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1542 ***********************************************************************
 GR1542  DESIGNATION -  A 52
 GR1542  PID         -  GR1542
 GR1542  STATE/COUNTY-  AZ/MOHAVE
 GR1542  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1542
 GR1542                         *CURRENT SURVEY CONTROL
 GR1542  ___________________________________________________________________
 GR1542* NAD 83(1992)-  36 00 59.48308(N)    114 11 55.48298(W)     ADJUSTED  
 GR1542* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1542  ___________________________________________________________________
 GR1542  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 GR1542  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GR1542
 GR1542  HORZ ORDER  -  THIRD
 GR1542
 GR1542.The horizontal coordinates were established by classical geodetic methods
 GR1542.and adjusted by the National Geodetic Survey in August 1993..
 GR1542
 GR1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1542
 GR1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1542
 GR1542.The geoid height was determined by GEOID03.
 GR1542
 GR1542;                    North         East     Units Scale Factor Converg.
 GR1542;SPC AZ W     -   556,457.785   172,910.481   MT  0.99995349   -0 15 49.9
 GR1542;SPC AZ W     - 1,825,648.90    567,291.60   iFT  0.99995349   -0 15 49.9
 GR1542;SPC NV E     - 8,141,390.504   324,804.819   MT  1.00009187   +0 48 51.4
 GR1542;SPC NV E     -26,710,545.35  1,065,630.48   sFT  1.00009187   +0 48 51.4
 GR1542;UTM  11      - 3,989,411.605   752,449.040   MT  1.00038535   +1 38 53.0
 GR1542
 GR1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1542!SPC AZ W     -   0.99994740  x   0.99995349  =   0.99990089
 GR1542!SPC NV E     -   0.99994740  x   1.00009187  =   1.00003927
 GR1542!UTM  11      -   0.99994740  x   1.00038535  =   1.00033273
 GR1542
 GR1542:                Primary Azimuth Mark                     Grid Az
 GR1542:SPC AZ W     -  A 51                                     262 36 16.6
 GR1542:SPC NV E     -  A 51                                     261 31 35.3
 GR1542:UTM  11      -  A 51                                     260 41 33.7
 GR1542
 GR1542|---------------------------------------------------------------------|
 GR1542| PID    Reference Object                     Distance      Geod. Az  |
 GR1542|                                                           dddmmss.s |
 GR1542| GR1541 A 51                                APPROX. 0.6 KM 2622026.7 |
 GR1542|---------------------------------------------------------------------|
 GR1542
 GR1542                          SUPERSEDED SURVEY CONTROL
 GR1542
 GR1542  NAD 83(1986)-  36 00 59.47614(N)    114 11 55.48093(W) AD(       ) 3
 GR1542  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1542
 GR1542.Superseded values are not recommended for survey control.
 GR1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1542.See file dsdata.txt to determine how the superseded data were derived.
 GR1542
 GR1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5244989412(NAD 83)
 GR1542_MARKER: DS = TRIANGULATION STATION DISK
 GR1542_SETTING: 66 = SET IN ROCK OUTCROP
 GR1542_SP_SET: SET IN ROCK OUTCROP
 GR1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1542+STABILITY: POSITION/ELEVATION WELL
 GR1542
 GR1542  HISTORY     - Date     Condition        Report By
 GR1542  HISTORY     - 1948     MONUMENTED       USGS
 GR1542
 GR1542                          STATION DESCRIPTION
 GR1542
 GR1542'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1542'LOCATED ABOUT 2.3 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1542'VIRGIN CANYON.  IN VIRGIN CANYON, ON ROCKY POINT, ABOUT 5 FT.
 GR1542'BELOW HIGH WATER MARK.
 GR1542'
 GR1542'TO REACH NOT GIVEN.
 GR1542'
 GR1542'STATION MARK--STANDARD TABLET STAMPED---A52 1948---, CEMENTED IN
 GR1542'ROCK OUTCROP.
 GR1542'
 GR1542'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2315 ***********************************************************************
 DV2315  DESIGNATION -  A 520
 DV2315  PID         -  DV2315
 DV2315  STATE/COUNTY-  AZ/MARICOPA
 DV2315  USGS QUAD   -  TOLLESON (1982)
 DV2315
 DV2315                         *CURRENT SURVEY CONTROL
 DV2315  ___________________________________________________________________
 DV2315* NAD 83(1986)-  33 25 13.     (N)    112 20 29.     (W)     SCALED    
 DV2315* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 DV2315  ___________________________________________________________________
 DV2315  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV2315  DYNAMIC HT  -         289.030 (meters)     948.26  (feet)  COMP
 DV2315  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 DV2315
 DV2315  VERT ORDER  -  FIRST     CLASS II
 DV2315
 DV2315.The horizontal coordinates were scaled from a topographic map and have
 DV2315.an estimated accuracy of +/- 6 seconds.
 DV2315
 DV2315.The orthometric height was determined by differential leveling
 DV2315.and adjusted by the National Geodetic Survey in November 1993..
 DV2315
 DV2315.The geoid height was determined by GEOID03.
 DV2315
 DV2315.The dynamic height is computed by dividing the NAVD 88
 DV2315.geopotential number by the normal gravity value computed on the
 DV2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2315.degrees latitude (g = 980.6199 gals.).
 DV2315
 DV2315.The modeled gravity was interpolated from observed gravity values.
 DV2315
 DV2315;                    North         East    Units  Estimated Accuracy
 DV2315;SPC AZ C     -   268,440.      173,860.      MT  (+/- 180 meters Scaled)
 DV2315
 DV2315                          SUPERSEDED SURVEY CONTROL
 DV2315
 DV2315.No superseded survey control is available for this station.
 DV2315
 DV2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB752986(NAD 83)
 DV2315_MARKER: DV = VERTICAL CONTROL DISK
 DV2315_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2315_SP_SET: FOOTING
 DV2315_STAMPING: A 520 1992
 DV2315_MARK LOGO: NGS   
 DV2315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2315+STABILITY: POSITION/ELEVATION WELL
 DV2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2315+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 DV2315
 DV2315  HISTORY     - Date     Condition        Report By
 DV2315  HISTORY     - 1992     MONUMENTED       NGS
 DV2315  HISTORY     - 20021213 GOOD             MCDOT
 DV2315
 DV2315                          STATION DESCRIPTION
 DV2315
 DV2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2315'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2315'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2315'91ST AVENUE, THENCE 8.0 KM (4.95 MI) WESTERLY ALONG WEST LOWER
 DV2315'BUCKEYE ROAD, NEAR THE NORTHWEST EDGE OF THE NORTH CONCRETE FOOTING
 DV2315'FOR A HIGH LINE TOWER, 60.5 M (198.5 FT) SOUTH OF THE ROAD
 DV2315'CENTERLINE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD.
 DV2315
 DV2315                          STATION RECOVERY (2002)
 DV2315
 DV2315'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2315'STATION RECOVERY SUCCESSFUL. MATCHED ELEVATION FROM STATION H 395 BY
 DV2315'-.042 FT USING RTK WITH THE MCDOT GDACS VERTICAL ADJUSTMENT.
 DV2315'A MORE ACCURATE GEODETIC POSITION IS (IN WGS 84)
 DV2315'LAT 33 25 12.9942
 DV2315'LONG -112 20 28.65574
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2334 ***********************************************************************
 DV2334  DESIGNATION -  A 521
 DV2334  PID         -  DV2334
 DV2334  STATE/COUNTY-  AZ/MARICOPA
 DV2334  USGS QUAD   -  FOWLER (1982)
 DV2334
 DV2334                         *CURRENT SURVEY CONTROL
 DV2334  ___________________________________________________________________
 DV2334* NAD 83(1986)-  33 23 30.     (N)    112 10 07.     (W)     SCALED    
 DV2334* NAVD 88     -       309.164  (meters)    1014.32   (feet)  ADJUSTED  
 DV2334  ___________________________________________________________________
 DV2334  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV2334  DYNAMIC HT  -         308.811 (meters)    1013.16  (feet)  COMP
 DV2334  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DV2334
 DV2334  VERT ORDER  -  FIRST     CLASS II
 DV2334
 DV2334.The horizontal coordinates were scaled from a topographic map and have
 DV2334.an estimated accuracy of +/- 6 seconds.
 DV2334
 DV2334.The orthometric height was determined by differential leveling
 DV2334.and adjusted by the National Geodetic Survey in August 1994..
 DV2334
 DV2334.The geoid height was determined by GEOID03.
 DV2334
 DV2334.The dynamic height is computed by dividing the NAVD 88
 DV2334.geopotential number by the normal gravity value computed on the
 DV2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2334.degrees latitude (g = 980.6199 gals.).
 DV2334
 DV2334.The modeled gravity was interpolated from observed gravity values.
 DV2334
 DV2334;                    North         East    Units  Estimated Accuracy
 DV2334;SPC AZ C     -   265,220.      189,920.      MT  (+/- 180 meters Scaled)
 DV2334
 DV2334                          SUPERSEDED SURVEY CONTROL
 DV2334
 DV2334.No superseded survey control is available for this station.
 DV2334
 DV2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913953(NAD 83)
 DV2334_MARKER: I = METAL ROD
 DV2334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2334_SP_SET: STAINLESS STEEL ROD
 DV2334_STAMPING: A 521 1994
 DV2334_MARK LOGO: NGS   
 DV2334_PROJECTION: FLUSH
 DV2334_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2334+STABILITY: POSITION/ELEVATION WELL
 DV2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2334+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DV2334_ROD/PIPE-DEPTH: 6.1  meters
 DV2334
 DV2334  HISTORY     - Date     Condition        Report By
 DV2334  HISTORY     - 1994     MONUMENTED       NGS
 DV2334  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV2334
 DV2334                          STATION DESCRIPTION
 DV2334
 DV2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2334'3.3 KM (2.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2334'LAVEEN, 28.7 M (94.2 FT) WEST OF THE AVENUE CENTER, 20.6 M (67.6 FT)
 DV2334'SOUTH OF THE CENTER OF SOUTHERN AVENUE, 2.1 M (6.9 FT) EAST OF THE
 DV2334'NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A WELL, 0.5 M
 DV2334'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 DV2334'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DV2334'A 5-INCH LOGO CAP.
 DV2334
 DV2334                          STATION RECOVERY (2006)
 DV2334
 DV2334'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2334'OTHER THAN THE INTERSECTION ITSELF, ALL ITEMS REFERENCED IN THE
 DV2334'DESCRIPTION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2380 ***********************************************************************
 DU2380  DESIGNATION -  A 522
 DU2380  PID         -  DU2380
 DU2380  STATE/COUNTY-  AZ/MARICOPA
 DU2380  USGS QUAD   -  MESA (1982)
 DU2380
 DU2380                         *CURRENT SURVEY CONTROL
 DU2380  ___________________________________________________________________
 DU2380* NAD 83(1986)-  33 24 27.     (N)    111 50 04.     (W)     SCALED    
 DU2380* NAVD 88     -       375.668  (meters)    1232.50   (feet)  ADJUSTED  
 DU2380  ___________________________________________________________________
 DU2380  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2380  DYNAMIC HT  -         375.225 (meters)    1231.05  (feet)  COMP
 DU2380  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 DU2380
 DU2380  VERT ORDER  -  FIRST     CLASS II
 DU2380
 DU2380.The horizontal coordinates were scaled from a topographic map and have
 DU2380.an estimated accuracy of +/- 6 seconds.
 DU2380
 DU2380.The orthometric height was determined by differential leveling
 DU2380.and adjusted by the National Geodetic Survey in August 1994..
 DU2380
 DU2380.The geoid height was determined by GEOID03.
 DU2380
 DU2380.The dynamic height is computed by dividing the NAVD 88
 DU2380.geopotential number by the normal gravity value computed on the
 DU2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2380.degrees latitude (g = 980.6199 gals.).
 DU2380
 DU2380.The modeled gravity was interpolated from observed gravity values.
 DU2380
 DU2380;                    North         East    Units  Estimated Accuracy
 DU2380;SPC AZ C     -   266,950.      221,010.      MT  (+/- 180 meters Scaled)
 DU2380
 DU2380                          SUPERSEDED SURVEY CONTROL
 DU2380
 DU2380.No superseded survey control is available for this station.
 DU2380
 DU2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224967(NAD 83)
 DU2380_MARKER: I = METAL ROD
 DU2380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2380_SP_SET: STAINLESS STEEL ROD
 DU2380_STAMPING: A 522 1994
 DU2380_MARK LOGO: NGS   
 DU2380_PROJECTION: FLUSH
 DU2380_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2380+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU2380_ROD/PIPE-DEPTH: 3.4  meters
 DU2380
 DU2380  HISTORY     - Date     Condition        Report By
 DU2380  HISTORY     - 1994     MONUMENTED       NGS
 DU2380  HISTORY     - 19941026 GOOD             NGS
 DU2380  HISTORY     - 19941026 GOOD             NGS
 DU2380  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU2380  HISTORY     - 20060224 GOOD             GEOCAC
 DU2380
 DU2380                          STATION DESCRIPTION
 DU2380
 DU2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2380'IN MESA, AT THE INTERSECTION OF WEST BROADWAY AND SOUTH MACDONALD
 DU2380'STREETS, 41.8 M (137.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DU2380'LANES OF BROADWAY STREET, 32.6 M (107.0 FT) NORTH OF A UTILITY LIGHT
 DU2380'POLE, 9.6 M (31.5 FT) WEST OF AND LEVEL WITH THE CENTER OF MACDONALD
 DU2380'STREET, AND 2.0 M (6.6 FT) SOUTH OF THE NORTHEAST CORNER OF A
 DU2380'CONCRETE BLOCK SECURITY FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2380'THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (1994)
 DU2380
 DU2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2380'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AND IN THE
 DU2380'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2380'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2380'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2380'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2380'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2380'MACDONALD.  TURN LEFT AND GO NORTH ON MACDONALD FOR 0.5 MILE (0.8 KM)
 DU2380'TO THE STATION ON THE LEFT JUST BEFORE REACHING WEST BROADWAY ROAD,
 DU2380'155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF WEST BROADWAY ROAD, 1.5
 DU2380'FEET (0.5 M) EAST OF THE FACE OF A 6 FOOT (1.8 M) CONCRETE BLOCK WALL,
 DU2380'107.0 FEET (32.6 M) NORTH OF A UTILITY LIGHT POLE, 31.5 FEET (9.6 M)
 DU2380'WEST OF AND LEVEL WITH THE CENTER OF MACDONALD STREET, AND 6.6 FEET
 DU2380'(2.0 M) SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK SECURITY
 DU2380'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (1994)
 DU2380
 DU2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2380'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AND IN THE
 DU2380'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2380'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2380'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2380'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2380'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2380'MACDONALD.  TURN LEFT AND GO NORTH ON MACDONALD FOR 0.5 MILE (0.8 KM)
 DU2380'TO THE STATION ON THE LEFT JUST BEFORE REACHING WEST BROADWAY ROAD,
 DU2380'155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF WEST BROADWAY ROAD, 1.5
 DU2380'FEET (0.5 M) EAST OF THE FACE OF A 6 FOOT (1.8 M) CONCRETE BLOCK WALL,
 DU2380'107.0 FEET (32.6 M) NORTH OF A UTILITY LIGHT POLE, 31.5 FEET (9.6 M)
 DU2380'WEST OF AND LEVEL WITH THE CENTER OF MACDONALD STREET, AND 6.6 FEET
 DU2380'(2.0 M) SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK SECURITY
 DU2380'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (2005)
 DU2380
 DU2380'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2380'LOCATED ALL ITEMS IN THE DESCRIPTION, BUT THE MARK WAS NOT RECOVERED.
 DU2380'COULD ONLY DIG AN INCH INTO THE HARD SOIL 6.6 FEET SOUTH AND 1.5 FEET
 DU2380'EAST OF THE NORTH EAST CORNER OF THE SECURITY WALL, BECAUSE DID NOT
 DU2380'HAVE A SHOVEL AND/OR METAL DETECTOR. THE MARK IS PROBABLY BURIED A FEW
 DU2380'INCHES UNDER THE HARD SOIL.
 DU2380
 DU2380                          STATION RECOVERY (2006)
 DU2380
 DU2380'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2380'RECOVERED IN GOOD CONDITION ABOUT .6 FEET BELOW THE CURRENT LEVEL OF
 DU2380'DIRT/MACADAM AT
 DU2380'N 33 24 26.70 (N)   111 50 03.42 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1543 ***********************************************************************
 GR1543  DESIGNATION -  A 53
 GR1543  PID         -  GR1543
 GR1543  STATE/COUNTY-  AZ/MOHAVE
 GR1543  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1543
 GR1543                         *CURRENT SURVEY CONTROL
 GR1543  ___________________________________________________________________
 GR1543* NAD 83(1992)-  36 01 09.25192(N)    114 11 35.27754(W)     ADJUSTED  
 GR1543* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1543  ___________________________________________________________________
 GR1543  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 GR1543  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1543
 GR1543  HORZ ORDER  -  THIRD
 GR1543
 GR1543.The horizontal coordinates were established by classical geodetic methods
 GR1543.and adjusted by the National Geodetic Survey in August 1993..
 GR1543
 GR1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1543
 GR1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1543
 GR1543.The geoid height was determined by GEOID03.
 GR1543
 GR1543;                    North         East     Units Scale Factor Converg.
 GR1543;SPC AZ W     -   556,756.547   173,417.771   MT  0.99995298   -0 15 38.1
 GR1543;SPC AZ W     - 1,826,629.09    568,955.94   iFT  0.99995298   -0 15 38.1
 GR1543;SPC NV E     - 8,141,698.802   325,306.467   MT  1.00009342   +0 49 03.4
 GR1543;SPC NV E     -26,711,556.82  1,067,276.30   sFT  1.00009342   +0 49 03.4
 GR1543;UTM  11      - 3,989,727.264   752,946.294   MT  1.00038845   +1 39 05.3
 GR1543
 GR1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1543!SPC AZ W     -   0.99994646  x   0.99995298  =   0.99989944
 GR1543!SPC NV E     -   0.99994646  x   1.00009342  =   1.00003987
 GR1543!UTM  11      -   0.99994646  x   1.00038845  =   1.00033489
 GR1543
 GR1543:                Primary Azimuth Mark                     Grid Az
 GR1543:SPC AZ W     -  A 52                                     239 30 16.2
 GR1543:SPC NV E     -  A 52                                     238 25 34.7
 GR1543:UTM  11      -  A 52                                     237 35 32.8
 GR1543
 GR1543|---------------------------------------------------------------------|
 GR1543| PID    Reference Object                     Distance      Geod. Az  |
 GR1543|                                                           dddmmss.s |
 GR1543| GR1542 A 52                                APPROX. 0.6 KM 2391438.1 |
 GR1543| GR1632 N 127                               361.407 METERS 32019     |
 GR1543|---------------------------------------------------------------------|
 GR1543
 GR1543                          SUPERSEDED SURVEY CONTROL
 GR1543
 GR1543  NAD 83(1986)-  36 01 09.24495(N)    114 11 35.27564(W) AD(       ) 3
 GR1543  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1543
 GR1543.Superseded values are not recommended for survey control.
 GR1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1543.See file dsdata.txt to determine how the superseded data were derived.
 GR1543
 GR1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5294689727(NAD 83)
 GR1543_MARKER: DS = TRIANGULATION STATION DISK
 GR1543_SETTING: 66 = SET IN ROCK OUTCROP
 GR1543_SP_SET: SET IN BEDROCK
 GR1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1543+STABILITY: POSITION/ELEVATION WELL
 GR1543
 GR1543  HISTORY     - Date     Condition        Report By
 GR1543  HISTORY     - 1948     MONUMENTED       USGS
 GR1543
 GR1543                          STATION DESCRIPTION
 GR1543
 GR1543'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1543'LOCATED ABOUT 2.5 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT, IN
 GR1543'VIRGIN CANYON, ABOUT 200 FT. NE. OF EAST END OF SMALL SLIDE AREA,
 GR1543'ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1543'
 GR1543'TO REACH NOT GIVEN.
 GR1543'
 GR1543'STATION MARK--STANDARD TABLET STAMPED---A53 1948---, CEMENTED IN
 GR1543'BEDROCK.
 GR1543'
 GR1543'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0368 ***********************************************************************
 GR0368  DESIGNATION -  A 54
 GR0368  PID         -  GR0368
 GR0368  STATE/COUNTY-  AZ/MOHAVE
 GR0368  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0368
 GR0368                         *CURRENT SURVEY CONTROL
 GR0368  ___________________________________________________________________
 GR0368* NAD 83(1986)-  36 01 02.     (N)    114 04 40.     (W)     SCALED    
 GR0368* NAVD 88     -       927.436  (meters)    3042.76   (feet)  POSTED    
 GR0368  ___________________________________________________________________
 GR0368  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0368  DYNAMIC HT  -         926.430 (meters)    3039.46  (feet)  COMP
 GR0368  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 GR0368
 GR0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0368
 GR0368.The horizontal coordinates were scaled from a topographic map and have
 GR0368.an estimated accuracy of +/- 6 seconds.
 GR0368
 GR0368.The orthometric height was determined by differential leveling
 GR0368.and adjusted by the National Geodetic Survey in 1992..
 GR0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0368.rate of 0.0 thru 1.0 mm/km.
 GR0368
 GR0368.The geoid height was determined by GEOID03.
 GR0368
 GR0368.The dynamic height is computed by dividing the NAVD 88
 GR0368.geopotential number by the normal gravity value computed on the
 GR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0368.degrees latitude (g = 980.6199 gals.).
 GR0368
 GR0368.The modeled gravity was interpolated from observed gravity values.
 GR0368
 GR0368;                    North         East    Units  Estimated Accuracy
 GR0368;SPC AZ W     -   556,490.      183,820.      MT  (+/- 180 meters Scaled)
 GR0368
 GR0368                          SUPERSEDED SURVEY CONTROL
 GR0368
 GR0368  NGVD 29 (??/??/92)  926.710  (m)         3040.38   (f) ADJ UNCH    1 1
 GR0368
 GR0368.Superseded values are not recommended for survey control.
 GR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0368.See file dsdata.txt to determine how the superseded data were derived.
 GR0368
 GR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV633898(NAD 83)
 GR0368_MARKER: DB = BENCH MARK DISK
 GR0368_SETTING: 80 = SET IN A BOULDER
 GR0368_SP_SET: BOULDER
 GR0368_STAMPING: A 54 1934
 GR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0368+STABILITY: SURFACE MOTION
 GR0368
 GR0368  HISTORY     - Date     Condition        Report By
 GR0368  HISTORY     - 1934     MONUMENTED       CGS
 GR0368  HISTORY     - 1950     GOOD             NGS
 GR0368
 GR0368                          STATION DESCRIPTION
 GR0368
 GR0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0368'9.9 MI S FROM PIERCES FERRY.
 GR0368'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0368'STATION AT PIERCES FERRY, THENCE 9.4 MILES SOUTH ALONG AN OLD
 GR0368'ABANDONED ROAD, ABOUT 150 YARDS EAST OF THE CENTER LINE OF THE PARK
 GR0368'SERVICE ROAD, IN THE TOP OF A LARGE GRANITE BOULDER WHICH PROJECTS
 GR0368'ABOUT 2 FEET ABOVE GROUND, 41 FEET EAST OF THE CENTER LINE OF THE
 GR0368'ROAD, 39 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A WASH, AND ABOUT
 GR0368'2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1544 ***********************************************************************
 GR1544  DESIGNATION -  A 54
 GR1544  PID         -  GR1544
 GR1544  STATE/COUNTY-  AZ/MOHAVE
 GR1544  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1544
 GR1544                         *CURRENT SURVEY CONTROL
 GR1544  ___________________________________________________________________
 GR1544* NAD 83(1992)-  36 01 20.21521(N)    114 11 03.35180(W)     ADJUSTED  
 GR1544* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1544  ___________________________________________________________________
 GR1544  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GR1544  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GR1544
 GR1544  HORZ ORDER  -  THIRD
 GR1544
 GR1544.The horizontal coordinates were established by classical geodetic methods
 GR1544.and adjusted by the National Geodetic Survey in August 1993..
 GR1544
 GR1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1544
 GR1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1544
 GR1544.The geoid height was determined by GEOID03.
 GR1544
 GR1544;                    North         East     Units Scale Factor Converg.
 GR1544;SPC AZ W     -   557,090.840   174,218.632   MT  0.99995220   -0 15 19.4
 GR1544;SPC AZ W     - 1,827,725.85    571,583.44   iFT  0.99995220   -0 15 19.4
 GR1544;SPC NV E     - 8,142,048.156   326,101.008   MT  1.00009588   +0 49 22.4
 GR1544;SPC NV E     -26,712,702.99  1,069,883.06   sFT  1.00009588   +0 49 22.4
 GR1544;UTM  11      - 3,990,088.250   753,735.901   MT  1.00039338   +1 39 24.5
 GR1544
 GR1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1544!SPC AZ W     -   0.99994441  x   0.99995220  =   0.99989662
 GR1544!SPC NV E     -   0.99994441  x   1.00009588  =   1.00004029
 GR1544!UTM  11      -   0.99994441  x   1.00039338  =   1.00033777
 GR1544
 GR1544:                Primary Azimuth Mark                     Grid Az
 GR1544:SPC AZ W     -  N 127                                    266 56 16.9
 GR1544:SPC NV E     -  N 127                                    265 51 35.1
 GR1544:UTM  11      -  N 127                                    265 01 33.0
 GR1544
 GR1544|---------------------------------------------------------------------|
 GR1544| PID    Reference Object                     Distance      Geod. Az  |
 GR1544|                                                           dddmmss.s |
 GR1544| GR1632 N 127                               APPROX. 1.0 KM 2664057.5 |
 GR1544| GR1633 N 128                               402.113 METERS 3433535.7 |
 GR1544|---------------------------------------------------------------------|
 GR1544
 GR1544                          SUPERSEDED SURVEY CONTROL
 GR1544
 GR1544  NAD 83(1986)-  36 01 20.20822(N)    114 11 03.35012(W) AD(       ) 3
 GR1544  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GR1544
 GR1544.Superseded values are not recommended for survey control.
 GR1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1544.See file dsdata.txt to determine how the superseded data were derived.
 GR1544
 GR1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5373690088(NAD 83)
 GR1544_MARKER: DS = TRIANGULATION STATION DISK
 GR1544_SETTING: 66 = SET IN ROCK OUTCROP
 GR1544_SP_SET: SET IN ROCK OUTCROP
 GR1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1544+STABILITY: POSITION/ELEVATION WELL
 GR1544
 GR1544  HISTORY     - Date     Condition        Report By
 GR1544  HISTORY     - 1948     MONUMENTED       USGS
 GR1544
 GR1544                          STATION DESCRIPTION
 GR1544
 GR1544'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1544'LOCATED ABOUT 2 MI E. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1544'VIRGIN CANYON, ON VERY STEEP, ROCKY SIDEHILL, ABOUT 110 FT. ABOVE
 GR1544'HIGH WATER MARK.
 GR1544'
 GR1544'TO REACH NOT GIVEN.
 GR1544'
 GR1544'STATION MARK--STANDARD TABLET STAMPED---A54 1948---, CEMENTED IN
 GR1544'ROCK OUTCROP.
 GR1544'
 GR1544'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0131 ***********************************************************************
 GQ0131  DESIGNATION -  A 55
 GQ0131  PID         -  GQ0131
 GQ0131  STATE/COUNTY-  AZ/MOHAVE
 GQ0131  USGS QUAD   -  GYP HILLS (1971)
 GQ0131
 GQ0131                         *CURRENT SURVEY CONTROL
 GQ0131  ___________________________________________________________________
 GQ0131* NAD 83(1986)-  36 20 07.     (N)    113 59 55.     (W)     SCALED    
 GQ0131* NAVD 88     -       512.298  (meters)    1680.76   (feet)  POSTED    
 GQ0131  ___________________________________________________________________
 GQ0131  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GQ0131  DYNAMIC HT  -         511.780 (meters)    1679.06  (feet)  COMP
 GQ0131  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 GQ0131
 GQ0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0131
 GQ0131.The horizontal coordinates were scaled from a topographic map and have
 GQ0131.an estimated accuracy of +/- 6 seconds.
 GQ0131
 GQ0131.The orthometric height was determined by differential leveling
 GQ0131.and adjusted by the National Geodetic Survey in 1992..
 GQ0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0131.rate of 0.0 thru 1.0 mm/km.
 GQ0131
 GQ0131.The geoid height was determined by GEOID03.
 GQ0131
 GQ0131.The dynamic height is computed by dividing the NAVD 88
 GQ0131.geopotential number by the normal gravity value computed on the
 GQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0131.degrees latitude (g = 980.6199 gals.).
 GQ0131
 GQ0131.The modeled gravity was interpolated from observed gravity values.
 GQ0131
 GQ0131;                    North         East    Units  Estimated Accuracy
 GQ0131;SPC AZ W     -   591,760.      191,040.      MT  (+/- 180 meters Scaled)
 GQ0131
 GQ0131                          SUPERSEDED SURVEY CONTROL
 GQ0131
 GQ0131  NGVD 29 (??/??/92)  511.609  (m)         1678.50   (f) ADJ UNCH    1 1
 GQ0131
 GQ0131.Superseded values are not recommended for survey control.
 GQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0131.See file dsdata.txt to determine how the superseded data were derived.
 GQ0131
 GQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF308253(NAD 83)
 GQ0131_MARKER: DB = BENCH MARK DISK
 GQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0131_SP_SET: CONGLOMERATE ROCK
 GQ0131_STAMPING: A 55 1934
 GQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0131+STABILITY: POSITION/ELEVATION WELL
 GQ0131
 GQ0131  HISTORY     - Date     Condition        Report By
 GQ0131  HISTORY     - 1934     MONUMENTED       CGS
 GQ0131  HISTORY     - 1950     GOOD             NGS
 GQ0131
 GQ0131                          STATION DESCRIPTION
 GQ0131
 GQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0131'38.7 MI S FROM RIVERSIDE, NV.
 GQ0131'38.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0131'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, IN
 GQ0131'BLACK WASH, AT A 27- BY 21-FOOT CONGLOMERATE ROCK, IN THE TOP OF THE
 GQ0131'WEST SLOPE, ABOUT 65 YARDS EAST OF THE CENTER LINE OF THE ROAD, 75
 GQ0131'FEET WEST OF THE BASE OF THE EAST BANK, 48 FEET SOUTH OF THE SOUTH
 GQ0131'EDGE OF A LARGE OVERHANGING ROCK, AND 26 FEET EAST OF THE APPROXIMATE
 GQ0131'CENTER OF THE MAIN CHANNEL OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1545 ***********************************************************************
 GR1545  DESIGNATION -  A 55
 GR1545  PID         -  GR1545
 GR1545  STATE/COUNTY-  AZ/MOHAVE
 GR1545  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1545
 GR1545                         *CURRENT SURVEY CONTROL
 GR1545  ___________________________________________________________________
 GR1545* NAD 83(1992)-  36 01 28.87760(N)    114 10 42.01677(W)     ADJUSTED  
 GR1545* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1545  ___________________________________________________________________
 GR1545  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 GR1545  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1545
 GR1545  HORZ ORDER  -  THIRD
 GR1545
 GR1545.The horizontal coordinates were established by classical geodetic methods
 GR1545.and adjusted by the National Geodetic Survey in August 1993..
 GR1545
 GR1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1545
 GR1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1545
 GR1545.The geoid height was determined by GEOID03.
 GR1545
 GR1545;                    North         East     Units Scale Factor Converg.
 GR1545;SPC AZ W     -   557,355.452   174,753.970   MT  0.99995169   -0 15 06.9
 GR1545;SPC AZ W     - 1,828,594.00    573,339.80   iFT  0.99995169   -0 15 06.9
 GR1545;SPC NV E     - 8,142,322.836   326,631.348   MT  1.00009753   +0 49 35.2
 GR1545;SPC NV E     -26,713,604.17  1,071,623.01   sFT  1.00009753   +0 49 35.2
 GR1545;UTM  11      - 3,990,370.704   754,262.344   MT  1.00039667   +1 39 37.5
 GR1545
 GR1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1545!SPC AZ W     -   0.99994692  x   0.99995169  =   0.99989861
 GR1545!SPC NV E     -   0.99994692  x   1.00009753  =   1.00004445
 GR1545!UTM  11      -   0.99994692  x   1.00039667  =   1.00034357
 GR1545
 GR1545:                Primary Azimuth Mark                     Grid Az
 GR1545:SPC AZ W     -  A 54                                     243 41 50.2
 GR1545:SPC NV E     -  A 54                                     242 37 08.1
 GR1545:UTM  11      -  A 54                                     241 47 05.8
 GR1545
 GR1545|---------------------------------------------------------------------|
 GR1545| PID    Reference Object                     Distance      Geod. Az  |
 GR1545|                                                           dddmmss.s |
 GR1545| GR1544 A 54                                APPROX. 0.6 KM 2432643.3 |
 GR1545|---------------------------------------------------------------------|
 GR1545
 GR1545                          SUPERSEDED SURVEY CONTROL
 GR1545
 GR1545  NAD 83(1986)-  36 01 28.87059(N)    114 10 42.01526(W) AD(       ) 3
 GR1545  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1545
 GR1545.Superseded values are not recommended for survey control.
 GR1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1545.See file dsdata.txt to determine how the superseded data were derived.
 GR1545
 GR1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5426290371(NAD 83)
 GR1545_MARKER: DS = TRIANGULATION STATION DISK
 GR1545_SETTING: 66 = SET IN ROCK OUTCROP
 GR1545_SP_SET: SET IN ROCK OUTCROP
 GR1545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1545+STABILITY: POSITION/ELEVATION WELL
 GR1545
 GR1545  HISTORY     - Date     Condition        Report By
 GR1545  HISTORY     - 1948     MONUMENTED       USGS
 GR1545
 GR1545                          STATION DESCRIPTION
 GR1545
 GR1545'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1545'LOCATED ABOUT 1.6 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1545'VIRGIN CANYON, ON VERY STEEP SIDEHILL, ABOUT 2 FT. BELOW HIGH
 GR1545'WATER MARK.
 GR1545'
 GR1545'TO REACH NOT GIVEN.
 GR1545'
 GR1545'STATION MARK--STANDARD TABLET STAMPED---A55 1948---, CEMENTED IN
 GR1545'ROCK OUTCROP.
 GR1545'
 GR1545'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0834 ***********************************************************************
 DV0834  DESIGNATION -  A 56
 DV0834  PID         -  DV0834
 DV0834  STATE/COUNTY-  AZ/MARICOPA
 DV0834  USGS QUAD   -  VALENCIA (1982)
 DV0834
 DV0834                         *CURRENT SURVEY CONTROL
 DV0834  ___________________________________________________________________
 DV0834* NAD 83(1986)-  33 23 36.     (N)    112 30 47.     (W)     SCALED    
 DV0834* NAVD 88     -       273.74   (+/-2cm)     898.1    (feet)  VERTCON   
 DV0834  ___________________________________________________________________
 DV0834  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV0834
 DV0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0834
 DV0834.The horizontal coordinates were scaled from a topographic map and have
 DV0834.an estimated accuracy of +/- 6 seconds.
 DV0834
 DV0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0834.The vertical order pertains to the NGVD 29 superseded value.
 DV0834
 DV0834.The geoid height was determined by GEOID03.
 DV0834
 DV0834;                    North         East    Units  Estimated Accuracy
 DV0834;SPC AZ C     -   265,530.      157,880.      MT  (+/- 180 meters Scaled)
 DV0834
 DV0834                          SUPERSEDED SURVEY CONTROL
 DV0834
 DV0834  NGVD 29 (??/??/92)  273.095  (m)          895.98   (f) ADJ UNCH    2 0
 DV0834
 DV0834.Superseded values are not recommended for survey control.
 DV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0834.See file dsdata.txt to determine how the superseded data were derived.
 DV0834
 DV0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB592959(NAD 83)
 DV0834_MARKER: DB = BENCH MARK DISK
 DV0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0834_STAMPING: A 56 1934
 DV0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0834+STABILITY: SURFACE MOTION
 DV0834
 DV0834  HISTORY     - Date     Condition        Report By
 DV0834  HISTORY     - 1934     MONUMENTED       CGS
 DV0834  HISTORY     - 1948     GOOD             NGS
 DV0834  HISTORY     - 1960     GOOD             NGS
 DV0834  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0834
 DV0834                          STATION DESCRIPTION
 DV0834
 DV0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0834'26.0 MI W FROM PHOENIX.
 DV0834'26.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 DV0834'STATION AT PHOENIX, 66.8 FEET SOUTH OF MILEPOST 880, 30.3 FEET SOUTH
 DV0834'OF THE SOUTH RAIL, 3.7 FEET EAST OF A TELEGRAPH POLE, 2.8 FEET WEST OF
 DV0834'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, SET IN
 DV0834'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0834
 DV0834                          STATION RECOVERY (1960)
 DV0834
 DV0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0834'RECOVERED IN GOOD CONDITION.
 DV0834
 DV0834                          STATION RECOVERY (1992)
 DV0834
 DV0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0834'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1546 ***********************************************************************
 GR1546  DESIGNATION -  A 56
 GR1546  PID         -  GR1546
 GR1546  STATE/COUNTY-  AZ/MOHAVE
 GR1546  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1546
 GR1546                         *CURRENT SURVEY CONTROL
 GR1546  ___________________________________________________________________
 GR1546* NAD 83(1992)-  36 01 34.50588(N)    114 10 07.68586(W)     ADJUSTED  
 GR1546* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1546  ___________________________________________________________________
 GR1546  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 GR1546  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1546
 GR1546  HORZ ORDER  -  THIRD
 GR1546
 GR1546.The horizontal coordinates were established by classical geodetic methods
 GR1546.and adjusted by the National Geodetic Survey in August 1993..
 GR1546
 GR1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1546
 GR1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1546
 GR1546.The geoid height was determined by GEOID03.
 GR1546
 GR1546;                    North         East     Units Scale Factor Converg.
 GR1546;SPC AZ W     -   557,525.180   175,614.232   MT  0.99995088   -0 14 46.8
 GR1546;SPC AZ W     - 1,829,150.85    576,162.18   iFT  0.99995088   -0 14 46.8
 GR1546;SPC NV E     - 8,142,508.751   327,488.390   MT  1.00010021   +0 49 55.5
 GR1546;SPC NV E     -26,714,214.13  1,074,434.83   sFT  1.00010021   +0 49 55.5
 GR1546;UTM  11      - 3,990,569.134   755,116.845   MT  1.00040204   +1 39 57.9
 GR1546
 GR1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1546!SPC AZ W     -   0.99994692  x   0.99995088  =   0.99989780
 GR1546!SPC NV E     -   0.99994692  x   1.00010021  =   1.00004712
 GR1546!UTM  11      -   0.99994692  x   1.00040204  =   1.00034894
 GR1546
 GR1546|---------------------------------------------------------------------|
 GR1546| PID    Reference Object                     Distance      Geod. Az  |
 GR1546|                                                           dddmmss.s |
 GR1546| GR1637 N 131                               340.164 METERS 01128     |
 GR1546| GR1634 N 129                               APPROX. 0.8 KM 3004858.2 |
 GR1546|---------------------------------------------------------------------|
 GR1546
 GR1546                          SUPERSEDED SURVEY CONTROL
 GR1546
 GR1546  NAD 83(1986)-  36 01 34.49888(N)    114 10 07.68457(W) AD(       ) 3
 GR1546  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1546
 GR1546.Superseded values are not recommended for survey control.
 GR1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1546.See file dsdata.txt to determine how the superseded data were derived.
 GR1546
 GR1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5511790569(NAD 83)
 GR1546_MARKER: DS = TRIANGULATION STATION DISK
 GR1546_SETTING: 66 = SET IN ROCK OUTCROP
 GR1546_SP_SET: SET IN ROCK OUTCROP
 GR1546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1546+STABILITY: POSITION/ELEVATION WELL
 GR1546
 GR1546  HISTORY     - Date     Condition        Report By
 GR1546  HISTORY     - 1948     MONUMENTED       USGS
 GR1546
 GR1546                          STATION DESCRIPTION
 GR1546
 GR1546'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1546'LOCATED ABOUT 1.1 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1546'VIRGIN CANYON, ON ROCKY SIDEHILL, ABOUT LEVEL WITH HIGH WATER
 GR1546'MARK.
 GR1546'
 GR1546'TO REACH NOT GIVEN.
 GR1546'
 GR1546'STATION MARK--STANDARD TABLET STAMPED---A56 1948---, CEMENTED IN
 GR1546'ROCK OUTCROP.
 GR1546'
 GR1546'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1647 ***********************************************************************
 DV1647  DESIGNATION -  A 57
 DV1647  PID         -  DV1647
 DV1647  STATE/COUNTY-  AZ/MARICOPA
 DV1647  USGS QUAD   -  NEW RIVER (1981)
 DV1647
 DV1647                         *CURRENT SURVEY CONTROL
 DV1647  ___________________________________________________________________
 DV1647* NAD 83(1986)-  33 59 47.     (N)    112 08 51.     (W)     SCALED    
 DV1647* NAVD 88     -       614.44   (+/-2cm)    2015.9    (feet)  VERTCON   
 DV1647  ___________________________________________________________________
 DV1647  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DV1647
 DV1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1647
 DV1647.The horizontal coordinates were scaled from a topographic map and have
 DV1647.an estimated accuracy of +/- 6 seconds.
 DV1647
 DV1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1647.The vertical order pertains to the NGVD 29 superseded value.
 DV1647
 DV1647.The geoid height was determined by GEOID03.
 DV1647
 DV1647;                    North         East    Units  Estimated Accuracy
 DV1647;SPC AZ C     -   332,280.      192,040.      MT  (+/- 180 meters Scaled)
 DV1647
 DV1647                          SUPERSEDED SURVEY CONTROL
 DV1647
 DV1647  NGVD 29 (??/??/92)  613.830  (m)         2013.87   (f) ADJ UNCH    2 0
 DV1647
 DV1647.Superseded values are not recommended for survey control.
 DV1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1647.See file dsdata.txt to determine how the superseded data were derived.
 DV1647
 DV1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940623(NAD 83)
 DV1647_MARKER: DB = BENCH MARK DISK
 DV1647_SETTING: 66 = SET IN ROCK OUTCROP
 DV1647_SP_SET: ROCK OUTCROP
 DV1647_STAMPING: A 57 1934
 DV1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1647+STABILITY: POSITION/ELEVATION WELL
 DV1647
 DV1647  HISTORY     - Date     Condition        Report By
 DV1647  HISTORY     - 1934     MONUMENTED       CGS
 DV1647  HISTORY     - 1955     GOOD             NGS
 DV1647
 DV1647                          STATION DESCRIPTION
 DV1647
 DV1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV1647'7.1 MI N FROM NEW RIVER.
 DV1647'7.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM NEW RIVER, 4.3 MILES SOUTH
 DV1647'OF THE POST OFFICE AT ROCK SPRINGS (FORMERLY KNOWN AS CANON), ABOUT
 DV1647'100 FEET NORTH OF THE JUNCTION OF A ROAD LEADING TO THE ORIZABA MINES,
 DV1647'ABOUT 125 YARDS WEST OF A ROW OF POWER POLES, AT THE FOOT OF A ROCKY
 DV1647'HILL, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST
 DV1647'OF A ROCK CAIRN, IN THE TOP OF A CONGLOMERATE ROCK OUTCROP, AND FLUSH
 DV1647'WITH THE GROUND.  NOTE-- THE HIGHWAY HAS BEEN REALIGNED AND WIDENED,
 DV1647'AND THE OLD HIGHWAY IS NOT PASSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1547 ***********************************************************************
 GR1547  DESIGNATION -  A 57
 GR1547  PID         -  GR1547
 GR1547  STATE/COUNTY-  AZ/MOHAVE
 GR1547  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1547
 GR1547                         *CURRENT SURVEY CONTROL
 GR1547  ___________________________________________________________________
 GR1547* NAD 83(1992)-  36 01 23.02546(N)    114 09 26.31838(W)     ADJUSTED  
 GR1547* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1547  ___________________________________________________________________
 GR1547  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 GR1547  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1547
 GR1547  HORZ ORDER  -  THIRD
 GR1547
 GR1547.The horizontal coordinates were established by classical geodetic methods
 GR1547.and adjusted by the National Geodetic Survey in August 1993..
 GR1547
 GR1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1547
 GR1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1547
 GR1547.The geoid height was determined by GEOID03.
 GR1547
 GR1547;                    North         East     Units Scale Factor Converg.
 GR1547;SPC AZ W     -   557,166.959   176,648.416   MT  0.99994993   -0 14 22.4
 GR1547;SPC AZ W     - 1,827,975.59    579,555.17   iFT  0.99994993   -0 14 22.4
 GR1547;SPC NV E     - 8,142,170.006   328,529.290   MT  1.00010349   +0 50 19.6
 GR1547;SPC NV E     -26,713,102.76  1,077,849.85   sFT  1.00010349   +0 50 19.6
 GR1547;UTM  11      - 3,990,245.477   756,162.883   MT  1.00040863   +1 40 21.8
 GR1547
 GR1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1547!SPC AZ W     -   0.99994880  x   0.99994993  =   0.99989873
 GR1547!SPC NV E     -   0.99994880  x   1.00010349  =   1.00005228
 GR1547!UTM  11      -   0.99994880  x   1.00040863  =   1.00035741
 GR1547
 GR1547:                Primary Azimuth Mark                     Grid Az
 GR1547:SPC AZ W     -  N 133                                    035 11 41.0
 GR1547:SPC NV E     -  N 133                                    034 06 59.0
 GR1547:UTM  11      -  N 133                                    033 16 56.8
 GR1547
 GR1547|---------------------------------------------------------------------|
 GR1547| PID    Reference Object                     Distance      Geod. Az  |
 GR1547|                                                           dddmmss.s |
 GR1547| GR1639 N 133                               APPROX. 0.6 KM 0345718.6 |
 GR1547| GR1637 N 131                               APPROX. 1.2 KM 3052219.8 |
 GR1547|---------------------------------------------------------------------|
 GR1547
 GR1547                          SUPERSEDED SURVEY CONTROL
 GR1547
 GR1547  NAD 83(1986)-  36 01 23.01858(N)    114 09 26.31735(W) AD(       ) 3
 GR1547  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1547
 GR1547.Superseded values are not recommended for survey control.
 GR1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1547.See file dsdata.txt to determine how the superseded data were derived.
 GR1547
 GR1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5616390245(NAD 83)
 GR1547_MARKER: DS = TRIANGULATION STATION DISK
 GR1547_SETTING: 80 = SET IN A BOULDER
 GR1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1547+STABILITY: SURFACE MOTION
 GR1547
 GR1547  HISTORY     - Date     Condition        Report By
 GR1547  HISTORY     - 1948     MONUMENTED       USGS
 GR1547
 GR1547                          STATION DESCRIPTION
 GR1547
 GR1547'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1547'LOCATED ABOUT 0.5 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1547'VIRGIN CANYON, ABOUT 20 FT. S. OF HIGH WATER MARK AT NORTH END OF
 GR1547'SMALL RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1547'
 GR1547'TO REACH NOT GIVEN.
 GR1547'
 GR1547'STATION MARK--STANDARD TABLET STAMPED---A57 1948---, CEMENTED IN
 GR1547'BOULDER IN PLACE.
 GR1547'
 GR1547'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0119 ***********************************************************************
 ET0119  DESIGNATION -  A 58
 ET0119  PID         -  ET0119
 ET0119  STATE/COUNTY-  AZ/YAVAPAI
 ET0119  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0119
 ET0119                         *CURRENT SURVEY CONTROL
 ET0119  ___________________________________________________________________
 ET0119* NAD 83(1986)-  34 33 38.     (N)    112 20 55.     (W)     SCALED    
 ET0119* NAVD 88     -      1605.05   (+/-2cm)    5265.9    (feet)  VERTCON   
 ET0119  ___________________________________________________________________
 ET0119  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0119
 ET0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0119
 ET0119.The horizontal coordinates were scaled from a topographic map and have
 ET0119.an estimated accuracy of +/- 6 seconds.
 ET0119
 ET0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0119.The vertical order pertains to the NGVD 29 superseded value.
 ET0119
 ET0119.The geoid height was determined by GEOID03.
 ET0119
 ET0119;                    North         East    Units  Estimated Accuracy
 ET0119;SPC AZ C     -   394,910.      173,720.      MT  (+/- 180 meters Scaled)
 ET0119
 ET0119                          SUPERSEDED SURVEY CONTROL
 ET0119
 ET0119  NGVD 29 (??/??/92) 1604.175  (m)         5263.03   (f) ADJ UNCH    2 0
 ET0119
 ET0119.Superseded values are not recommended for survey control.
 ET0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0119.See file dsdata.txt to determine how the superseded data were derived.
 ET0119
 ET0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD762251(NAD 83)
 ET0119_MARKER: DB = BENCH MARK DISK
 ET0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0119_STAMPING: A 58 1934
 ET0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0119+STABILITY: SURFACE MOTION
 ET0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0119+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 ET0119
 ET0119  HISTORY     - Date     Condition        Report By
 ET0119  HISTORY     - 1934     MONUMENTED       CGS
 ET0119  HISTORY     - 1973     GOOD             USGS
 ET0119  HISTORY     - 19970628 GOOD             USPSQD
 ET0119  HISTORY     - 20010806 GOOD             NGS
 ET0119  HISTORY     - 20040821 GOOD             USPSQD
 ET0119  HISTORY     - 20060508 GOOD             GEOCAC
 ET0119
 ET0119                          STATION DESCRIPTION
 ET0119
 ET0119'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0119'9.8 MI W FROM PRESCOTT.
 ET0119'PRESCOTT, 3.9 MILES EAST ON STATE HIGHWAY 69 FROM THE JUNCTION WITH US
 ET0119'HIGHWAY 89, THENCE 2.9 MILES EAST ON THE LYNX CREEK ROAD, ABOUT 200
 ET0119'YARDS NORTHEAST OF AN OLD RANCH HOUSE, ABOUT 100 YARDS NORTHWEST OF A
 ET0119'STEELTOWER OF THE POWER LINE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 ET0119'ROAD, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, STAMPED A 58
 ET0119'1934 AND PROJECTING 0.8 FT. ABOVE GROUND.
 ET0119
 ET0119                          STATION RECOVERY (1997)
 ET0119
 ET0119'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0119'RECOVERED IN GOOD CONDITION.
 ET0119
 ET0119                          STATION RECOVERY (2001)
 ET0119
 ET0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0119'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0119
 ET0119                          STATION RECOVERY (2004)
 ET0119
 ET0119'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0119'RECOVERED AS DESCRIBED.
 ET0119
 ET0119                          STATION RECOVERY (2006)
 ET0119
 ET0119'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1548 ***********************************************************************
 GR1548  DESIGNATION -  A 58
 GR1548  PID         -  GR1548
 GR1548  STATE/COUNTY-  AZ/MOHAVE
 GR1548  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1548
 GR1548                         *CURRENT SURVEY CONTROL
 GR1548  ___________________________________________________________________
 GR1548* NAD 83(1992)-  36 01 25.49136(N)    114 08 53.73301(W)     ADJUSTED  
 GR1548* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 GR1548  ___________________________________________________________________
 GR1548  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GR1548  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1548
 GR1548  HORZ ORDER  -  THIRD
 GR1548
 GR1548.The horizontal coordinates were established by classical geodetic methods
 GR1548.and adjusted by the National Geodetic Survey in August 1993..
 GR1548
 GR1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1548
 GR1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1548
 GR1548.The geoid height was determined by GEOID03.
 GR1548
 GR1548;                    North         East     Units Scale Factor Converg.
 GR1548;SPC AZ W     -   557,239.586   177,464.557   MT  0.99994920   -0 14 03.2
 GR1548;SPC AZ W     - 1,828,213.86    582,232.80   iFT  0.99994920   -0 14 03.2
 GR1548;SPC NV E     - 8,142,257.992   329,344.046   MT  1.00010608   +0 50 38.8
 GR1548;SPC NV E     -26,713,391.43  1,080,522.92   sFT  1.00010608   +0 50 38.8
 GR1548;UTM  11      - 3,990,345.343   756,976.522   MT  1.00041377   +1 40 41.1
 GR1548
 GR1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1548!SPC AZ W     -   0.99994111  x   0.99994920  =   0.99989031
 GR1548!SPC NV E     -   0.99994111  x   1.00010608  =   1.00004718
 GR1548!UTM  11      -   0.99994111  x   1.00041377  =   1.00035485
 GR1548
 GR1548:                Primary Azimuth Mark                     Grid Az
 GR1548:SPC AZ W     -  A 57                                     264 54 53.1
 GR1548:SPC NV E     -  A 57                                     263 50 11.1
 GR1548:UTM  11      -  A 57                                     263 00 08.8
 GR1548
 GR1548|---------------------------------------------------------------------|
 GR1548| PID    Reference Object                     Distance      Geod. Az  |
 GR1548|                                                           dddmmss.s |
 GR1548| GR1547 A 57                                APPROX. 0.8 KM 2644049.9 |
 GR1548|---------------------------------------------------------------------|
 GR1548
 GR1548                          SUPERSEDED SURVEY CONTROL
 GR1548
 GR1548  NAD 83(1986)-  36 01 25.48450(N)    114 08 53.73213(W) AD(       ) 3
 GR1548  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG       
 GR1548
 GR1548.Superseded values are not recommended for survey control.
 GR1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1548.See file dsdata.txt to determine how the superseded data were derived.
 GR1548
 GR1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5697790345(NAD 83)
 GR1548_MARKER: DS = TRIANGULATION STATION DISK
 GR1548_SETTING: 66 = SET IN ROCK OUTCROP
 GR1548_SP_SET: SET IN ROCK OUTCROP
 GR1548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1548+STABILITY: POSITION/ELEVATION WELL
 GR1548
 GR1548  HISTORY     - Date     Condition        Report By
 GR1548  HISTORY     - 1948     MONUMENTED       USGS
 GR1548
 GR1548                          STATION DESCRIPTION
 GR1548
 GR1548'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1548'LOCATED ON TOP ABOUT 500 FT. N. OF HIGHEST PART OF ROCKY POINT,
 GR1548'ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1548'
 GR1548'TO REACH NOT GIVEN.
 GR1548'
 GR1548'STATION MARK--STANDARD TABLET STAMPED---A58 1948---, CEMENTED IN
 GR1548'ROCK OUTCROP.
 GR1548'
 GR1548'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1549 ***********************************************************************
 GR1549  DESIGNATION -  A 59
 GR1549  PID         -  GR1549
 GR1549  STATE/COUNTY-  AZ/MOHAVE
 GR1549  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1549
 GR1549                         *CURRENT SURVEY CONTROL
 GR1549  ___________________________________________________________________
 GR1549* NAD 83(1992)-  36 01 31.76689(N)    114 08 14.44153(W)     ADJUSTED  
 GR1549* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1549  ___________________________________________________________________
 GR1549  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 GR1549  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1549
 GR1549  HORZ ORDER  -  THIRD
 GR1549
 GR1549.The horizontal coordinates were established by classical geodetic methods
 GR1549.and adjusted by the National Geodetic Survey in August 1993..
 GR1549
 GR1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1549
 GR1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1549
 GR1549.The geoid height was determined by GEOID03.
 GR1549
 GR1549;                    North         East     Units Scale Factor Converg.
 GR1549;SPC AZ W     -   557,429.033   178,449.046   MT  0.99994835   -0 13 40.1
 GR1549;SPC AZ W     - 1,828,835.41    585,462.75   iFT  0.99994835   -0 13 40.1
 GR1549;SPC NV E     - 8,142,465.967   330,324.951   MT  1.00010922   +0 51 02.1
 GR1549;SPC NV E     -26,714,073.76  1,083,741.11   sFT  1.00010922   +0 51 02.1
 GR1549;UTM  11      - 3,990,567.642   757,954.598   MT  1.00041998   +1 41 04.5
 GR1549
 GR1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1549!SPC AZ W     -   0.99994502  x   0.99994835  =   0.99989338
 GR1549!SPC NV E     -   0.99994502  x   1.00010922  =   1.00005424
 GR1549!UTM  11      -   0.99994502  x   1.00041998  =   1.00036498
 GR1549
 GR1549:                Primary Azimuth Mark                     Grid Az
 GR1549:SPC AZ W     -  A 58                                     259 06 27.4
 GR1549:SPC NV E     -  A 58                                     258 01 45.2
 GR1549:UTM  11      -  A 58                                     257 11 42.8
 GR1549
 GR1549|---------------------------------------------------------------------|
 GR1549| PID    Reference Object                     Distance      Geod. Az  |
 GR1549|                                                           dddmmss.s |
 GR1549| GR1548 A 58                                APPROX. 1.0 KM 2585247.3 |
 GR1549|---------------------------------------------------------------------|
 GR1549
 GR1549                          SUPERSEDED SURVEY CONTROL
 GR1549
 GR1549  NAD 83(1986)-  36 01 31.76004(N)    114 08 14.44093(W) AD(       ) 3
 GR1549  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1549
 GR1549.Superseded values are not recommended for survey control.
 GR1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1549.See file dsdata.txt to determine how the superseded data were derived.
 GR1549
 GR1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5795590568(NAD 83)
 GR1549_MARKER: DS = TRIANGULATION STATION DISK
 GR1549_SETTING: 80 = SET IN A BOULDER
 GR1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1549+STABILITY: SURFACE MOTION
 GR1549
 GR1549  HISTORY     - Date     Condition        Report By
 GR1549  HISTORY     - 1948     MONUMENTED       USGS
 GR1549
 GR1549                          STATION DESCRIPTION
 GR1549
 GR1549'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1549'LOCATED ABOUT 0.7 MI E. OF N.P.S. LIGHT BASE ON ROCKY POINT.
 GR1549'ABOUT 50 FT. S. OF HIGH WATER MARK AT NORTH END OF SMALL RIDGE,
 GR1549'ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1549'
 GR1549'TO REACH NOT GIVEN.
 GR1549'
 GR1549'STATION MARK--STANDARD TABLET STAMPED---A59 1948---, CEMENTED IN
 GR1549'TOP OF BOULDER IN PLACE.
 GR1549'
 GR1549'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1550 ***********************************************************************
 GR1550  DESIGNATION -  A 59 A
 GR1550  PID         -  GR1550
 GR1550  STATE/COUNTY-  AZ/MOHAVE
 GR1550  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1550
 GR1550                         *CURRENT SURVEY CONTROL
 GR1550  ___________________________________________________________________
 GR1550* NAD 83(1992)-  36 01 53.45058(N)    114 08 10.34028(W)     ADJUSTED  
 GR1550* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1550  ___________________________________________________________________
 GR1550  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 GR1550  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1550
 GR1550  HORZ ORDER  -  THIRD
 GR1550
 GR1550.The horizontal coordinates were established by classical geodetic methods
 GR1550.and adjusted by the National Geodetic Survey in August 1993..
 GR1550
 GR1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1550
 GR1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1550
 GR1550.The geoid height was determined by GEOID03.
 GR1550
 GR1550;                    North         East     Units Scale Factor Converg.
 GR1550;SPC AZ W     -   558,096.922   178,554.374   MT  0.99994825   -0 13 37.8
 GR1550;SPC AZ W     - 1,831,026.65    585,808.31   iFT  0.99994825   -0 13 37.8
 GR1550;SPC NV E     - 8,143,135.828   330,417.705   MT  1.00010952   +0 51 04.9
 GR1550;SPC NV E     -26,716,271.46  1,084,045.42   sFT  1.00010952   +0 51 04.9
 GR1550;UTM  11      - 3,991,238.991   758,037.617   MT  1.00042051   +1 41 07.8
 GR1550
 GR1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1550!SPC AZ W     -   0.99994596  x   0.99994825  =   0.99989422
 GR1550!SPC NV E     -   0.99994596  x   1.00010952  =   1.00005548
 GR1550!UTM  11      -   0.99994596  x   1.00042051  =   1.00036645
 GR1550
 GR1550                          SUPERSEDED SURVEY CONTROL
 GR1550
 GR1550  NAD 83(1986)-  36 01 53.44358(N)    114 08 10.33978(W) AD(       ) 3
 GR1550  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1550
 GR1550.Superseded values are not recommended for survey control.
 GR1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1550.See file dsdata.txt to determine how the superseded data were derived.
 GR1550
 GR1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5803891239(NAD 83)
 GR1550_MARKER: DS = TRIANGULATION STATION DISK
 GR1550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1550
 GR1550  HISTORY     - Date     Condition        Report By
 GR1550  HISTORY     - 1948     MONUMENTED       USGS
 GR1550
 GR1550                          STATION DESCRIPTION
 GR1550
 GR1550'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1550'NOT OCCUPIED.
 GR1550'
 GR1550'LOCATED ABOUT 0.6 MI NE. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1550'TOP OF SMALL SANDY ISLAND, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1550'
 GR1550'STATION MARK--STANDARD TABLET STAMPED---A59A 1948---, WELDED TO
 GR1550'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0663 ***********************************************************************
 DU0663  DESIGNATION -  A 59 RESET
 DU0663  PID         -  DU0663
 DU0663  STATE/COUNTY-  AZ/PINAL
 DU0663  USGS QUAD   -  FLORENCE (1981)
 DU0663
 DU0663                         *CURRENT SURVEY CONTROL
 DU0663  ___________________________________________________________________
 DU0663* NAD 83(1986)-  33 02 29.     (N)    111 29 11.     (W)     SCALED    
 DU0663* NAVD 88     -       437.62   (+/-2cm)    1435.8    (feet)  VERTCON   
 DU0663  ___________________________________________________________________
 DU0663  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU0663
 DU0663  VERT ORDER  -  THIRD (See Below)
 DU0663
 DU0663.The horizontal coordinates were scaled from a topographic map and have
 DU0663.an estimated accuracy of +/- 6 seconds.
 DU0663
 DU0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0663.The vertical order pertains to the NGVD 29 superseded value.
 DU0663
 DU0663.The geoid height was determined by GEOID03.
 DU0663
 DU0663;                    North         East    Units  Estimated Accuracy
 DU0663;SPC AZ C     -   226,420.      253,550.      MT  (+/- 180 meters Scaled)
 DU0663
 DU0663                          SUPERSEDED SURVEY CONTROL
 DU0663
 DU0663  NGVD 29 (??/??/??)  437.08   (m)         1434.0    (f) RESET       3  
 DU0663
 DU0663.Superseded values are not recommended for survey control.
 DU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0663.See file dsdata.txt to determine how the superseded data were derived.
 DU0663
 DU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545559(NAD 83)
 DU0663_MARKER: DB = BENCH MARK DISK
 DU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0663_STAMPING: A 59 RESET 1969
 DU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0663+STABILITY: SURFACE MOTION
 DU0663
 DU0663  HISTORY     - Date     Condition        Report By
 DU0663  HISTORY     - 1969     MONUMENTED       CGS
 DU0663  HISTORY     - 1977     GOOD             USGS
 DU0663
 DU0663                          STATION DESCRIPTION
 DU0663
 DU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DU0663'6.1 MI W FROM FLORENCE.
 DU0663'6.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0663'LEADING TO COOLIDGE FROM FLORENCE, 6.2 MILES NORTHEAST OF COOLIDGE, AT
 DU0663'STATION 465 + 045 ON THE SOUTH RIGHT-OF-WAY LINE OF THE MAGMA FLOOD
 DU0663'CONTROL CHANNEL AND BUREAU OF INDIAN AFFAIRS IRREGATION CANAL. THE
 DU0663'SOUTH RIGHT-OF-WAY LINE IS BEING LOCATED 120 FEET FROM THE CENTER LINE
 DU0663'OF THE MAGMA FLOOD CONTROL CHANNEL, SET IN THE TOP OF A CONCRETE POST
 DU0663'PROJECTING 3 INCHES ABOVE THE GROUND.
 DU0663
 DU0663                          STATION RECOVERY (1977)
 DU0663
 DU0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0663'FLORENCE, 1.7 MI N. OF JUNCTION OF STATE ROUTE 287 AT, ALONG U.S.
 DU0663'HWY. 80 AND 89, THENCE 5.7 MI W. ALONG HUNT HWY., THENCE 0.9 MI SW.
 DU0663'ALONG DOUBLE WOOD POLE TRANSMISSION LINE. 66 FT SE. OF W. BANK OF
 DU0663'MAGMA FLOOD CONTROL CHANNEL, 35 FT SE. OF CENTERLINE OF BUREAU OF
 DU0663'INDIAN AFFAIRS IRRIGATION CANAL, 4.5 FT SW. OF WITNESS POST. SET IN
 DU0663'CONCRETE POST PROJECTING 2 IN. NGS DISK STAMPED A 59 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0154 ***********************************************************************
 FQ0154  DESIGNATION -  A 6
 FQ0154  PID         -  FQ0154
 FQ0154  STATE/COUNTY-  AZ/COCONINO
 FQ0154  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0154
 FQ0154                         *CURRENT SURVEY CONTROL
 FQ0154  ___________________________________________________________________
 FQ0154* NAD 83(1986)-  35 42 11.     (N)    111 29 52.     (W)     SCALED    
 FQ0154* NAVD 88     -      1564.651  (meters)    5133.36   (feet)  POSTED    
 FQ0154  ___________________________________________________________________
 FQ0154  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FQ0154  DYNAMIC HT  -        1562.620 (meters)    5126.70  (feet)  COMP
 FQ0154  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 FQ0154
 FQ0154  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0154
 FQ0154.The horizontal coordinates were scaled from a topographic map and have
 FQ0154.an estimated accuracy of +/- 6 seconds.
 FQ0154
 FQ0154.The orthometric height was determined by differential leveling
 FQ0154.and adjusted by the National Geodetic Survey in 1992..
 FQ0154.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0154.rate of 1.1 thru 2.0 mm/km.
 FQ0154
 FQ0154.The geoid height was determined by GEOID03.
 FQ0154
 FQ0154.The dynamic height is computed by dividing the NAVD 88
 FQ0154.geopotential number by the normal gravity value computed on the
 FQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0154.degrees latitude (g = 980.6199 gals.).
 FQ0154
 FQ0154.The modeled gravity was interpolated from observed gravity values.
 FQ0154
 FQ0154;                    North         East    Units  Estimated Accuracy
 FQ0154;SPC AZ C     -   521,650.      251,270.      MT  (+/- 180 meters Scaled)
 FQ0154
 FQ0154                          SUPERSEDED SURVEY CONTROL
 FQ0154
 FQ0154  NGVD 29 (??/??/92) 1563.756  (m)         5130.42   (f) ADJ UNCH    1 2
 FQ0154
 FQ0154.Superseded values are not recommended for survey control.
 FQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0154.See file dsdata.txt to determine how the superseded data were derived.
 FQ0154
 FQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE549511(NAD 83)
 FQ0154_MARKER: DB = BENCH MARK DISK
 FQ0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0154_SP_SET: BORROW PIT
 FQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0154
 FQ0154  HISTORY     - Date     Condition        Report By
 FQ0154  HISTORY     - UNK      MONUMENTED       CGS
 FQ0154  HISTORY     - 1934     GOOD             NGS
 FQ0154  HISTORY     - 1977     MARK NOT FOUND   NGS
 FQ0154
 FQ0154                          STATION DESCRIPTION
 FQ0154
 FQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0154'14.6 MI S FROM CAMERON.
 FQ0154'14.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0154'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 1/4 MILE NORTH OF A
 FQ0154'FENCE CORNER, 8 FEET WEST OF THE 1921 ROUTE OF THE HIGHWAY, AND IN
 FQ0154'ROCK IN A HIGHWAY BORROW PIT.  A STANDARD DISK.  NOTE-- THIS MARK IS
 FQ0154'LOCATED APPROXIMATELY 13.1 MILES SOUTH OF CAMERON ALONG THE PRESENT
 FQ0154'ROUTE OF U.S. HWY. 89.  NOTE-- EXTENSIVE DYNAMITING HAVE BEEN USED IN
 FQ0154'THE AREA OF THE MARK.  HOWEVER THE MARK MAY BE COVERED.
 FQ0154
 FQ0154                          STATION RECOVERY (1977)
 FQ0154
 FQ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1551 ***********************************************************************
 GR1551  DESIGNATION -  A 6
 GR1551  PID         -  GR1551
 GR1551  STATE/COUNTY-  AZ/MOHAVE
 GR1551  USGS QUAD   -  HOOVER DAM (1997)
 GR1551
 GR1551                         *CURRENT SURVEY CONTROL
 GR1551  ___________________________________________________________________
 GR1551* NAD 83(1992)-  36 06 49.90665(N)    114 39 54.67233(W)     ADJUSTED  
 GR1551* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1551  ___________________________________________________________________
 GR1551  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 GR1551  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1551
 GR1551  HORZ ORDER  -  THIRD
 GR1551
 GR1551.The horizontal coordinates were established by classical geodetic methods
 GR1551.and adjusted by the National Geodetic Survey in August 1993..
 GR1551
 GR1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1551
 GR1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1551
 GR1551.The geoid height was determined by GEOID03.
 GR1551
 GR1551;                    North         East     Units Scale Factor Converg.
 GR1551;SPC AZ W     -   567,552.634   130,966.582   MT  1.00001695   -0 32 22.0
 GR1551;SPC AZ W     - 1,862,049.32    429,680.39   iFT  1.00001695   -0 32 22.0
 GR1551;SPC NV E     - 8,151,693.809   282,657.139   MT  0.99998416   +0 32 28.2
 GR1551;SPC NV E     -26,744,348.77    927,350.96   sFT  0.99998416   +0 32 28.2
 GR1551;UTM  11      - 3,999,102.079   710,146.163   MT  1.00014417   +1 22 35.8
 GR1551
 GR1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1551!SPC AZ W     -   0.99994653  x   1.00001695  =   0.99996348
 GR1551!SPC NV E     -   0.99994653  x   0.99998416  =   0.99993069
 GR1551!UTM  11      -   0.99994653  x   1.00014417  =   1.00009069
 GR1551
 GR1551:                Primary Azimuth Mark                     Grid Az
 GR1551:SPC AZ W     -  A 5                                      222 12 36.2
 GR1551:SPC NV E     -  A 5                                      221 07 46.0
 GR1551:UTM  11      -  A 5                                      220 17 38.4
 GR1551
 GR1551|---------------------------------------------------------------------|
 GR1551| PID    Reference Object                     Distance      Geod. Az  |
 GR1551|                                                           dddmmss.s |
 GR1551| GR1539 A 5                                 APPROX. 3.5 KM 2214014.2 |
 GR1551|---------------------------------------------------------------------|
 GR1551
 GR1551                          SUPERSEDED SURVEY CONTROL
 GR1551
 GR1551  NAD 83(1986)-  36 06 49.89288(N)    114 39 54.66110(W) AD(       ) 3
 GR1551  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1551
 GR1551.Superseded values are not recommended for survey control.
 GR1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1551.See file dsdata.txt to determine how the superseded data were derived.
 GR1551
 GR1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1014699102(NAD 83)
 GR1551_MARKER: DS = TRIANGULATION STATION DISK
 GR1551_SETTING: 66 = SET IN ROCK OUTCROP
 GR1551_SP_SET: SET IN BEDROCK
 GR1551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1551+STABILITY: POSITION/ELEVATION WELL
 GR1551
 GR1551  HISTORY     - Date     Condition        Report By
 GR1551  HISTORY     - 1947     MONUMENTED       USGS
 GR1551
 GR1551                          STATION DESCRIPTION
 GR1551
 GR1551'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1551'LOCATED ABOUT 7.7 MI NE. OF HOOVER DAM, ABOUT 0.9 MI S. OF BEACON
 GR1551'ISLAND.  ON PROMINENT ROCKY POINT, ABOUT 40 FT. ABOVE HIGH WATER
 GR1551'MARK.
 GR1551'
 GR1551'TO REACH NOT GIVEN.
 GR1551'
 GR1551'STATION MARK--STANDARD TABLET STAMPED---A6 1947---, CEMENTED IN
 GR1551'BEDROCK.
 GR1551'
 GR1551'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1455 ***********************************************************************
 CZ1455  DESIGNATION -  A 6 MDC
 CZ1455  PID         -  CZ1455
 CZ1455  STATE/COUNTY-  AZ/PINAL
 CZ1455  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1455
 CZ1455                         *CURRENT SURVEY CONTROL
 CZ1455  ___________________________________________________________________
 CZ1455* NAD 83(1986)-  32 38 38.     (N)    111 23 41.     (W)     SCALED    
 CZ1455* NAVD 88     -       583.642  (meters)    1914.83   (feet)  ADJUSTED  
 CZ1455  ___________________________________________________________________
 CZ1455  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1455  DYNAMIC HT  -         582.893 (meters)    1912.37  (feet)  COMP
 CZ1455  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 CZ1455
 CZ1455  VERT ORDER  -  FIRST     CLASS II
 CZ1455
 CZ1455.The horizontal coordinates were scaled from a topographic map and have
 CZ1455.an estimated accuracy of +/- 6 seconds.
 CZ1455
 CZ1455.The orthometric height was determined by differential leveling
 CZ1455.and adjusted by the National Geodetic Survey in June 1991..
 CZ1455
 CZ1455.The geoid height was determined by GEOID03.
 CZ1455
 CZ1455.The dynamic height is computed by dividing the NAVD 88
 CZ1455.geopotential number by the normal gravity value computed on the
 CZ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1455.degrees latitude (g = 980.6199 gals.).
 CZ1455
 CZ1455.The modeled gravity was interpolated from observed gravity values.
 CZ1455
 CZ1455;                    North         East    Units  Estimated Accuracy
 CZ1455;SPC AZ C     -   182,380.      262,330.      MT  (+/- 180 meters Scaled)
 CZ1455
 CZ1455                          SUPERSEDED SURVEY CONTROL
 CZ1455
 CZ1455.No superseded survey control is available for this station.
 CZ1455
 CZ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629118(NAD 83)
 CZ1455_MARKER: DB = BENCH MARK DISK
 CZ1455_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1455_SP_SET: ROCK OUTCROP
 CZ1455_STAMPING: A 6 MDC 1977
 CZ1455_MARK LOGO: USGS  
 CZ1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1455+STABILITY: POSITION/ELEVATION WELL
 CZ1455
 CZ1455  HISTORY     - Date     Condition        Report By
 CZ1455  HISTORY     - 1977     MONUMENTED       USGS
 CZ1455  HISTORY     - 1980     GOOD             NGS
 CZ1455  HISTORY     - 1984     GOOD             NGS
 CZ1455  HISTORY     - 20040514 MARK NOT FOUND   NGS
 CZ1455
 CZ1455                          STATION DESCRIPTION
 CZ1455
 CZ1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1455'63.4 KM NW FROM TUCSON.
 CZ1455'62.3 KILOMETERS (38.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1455'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1455'SOUTHWEST ALONG PICACHO PEAK ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CZ1455'SOUTHEAST ALONG THE EL PASO NATURAL GAS COMPANY PIPE LINE, AT THE
 CZ1455'HIGHEST SUMMIT IN THE PIPE LINE ROAD THAT CAN BE SEEN LOOKING
 CZ1455'SOUTHEAST ALONG THE PIPE LINE FROM THE CROSSING OF PICACHO PEAK ROAD,
 CZ1455'AT A ROCK CLIFF WITH SEVERAL SMALL CAVES, IN TOP OF A SMALL FLAT LEDGE
 CZ1455'ON THE NORTHWEST SLOPE OF THE CLIFF AND 1.2 METERS (4 FEET) ABOVE THE
 CZ1455'GROUND, 21.3 METERS (70 FEET) SOUTHEAST OF A FENCE AND 2.1 METERS
 CZ1455'(7 FEET) SOUTHEAST OF AND 1.2 METERS (4 FEET) HIGHER THAN THE TOP
 CZ1455'EDGE OF A SMALL CAVE.
 CZ1455'THE MARK IS 9 M ABOVE A FENCE LINE.
 CZ1455
 CZ1455                          STATION RECOVERY (1984)
 CZ1455
 CZ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1455'RECOVERED IN GOOD CONDITION.
 CZ1455
 CZ1455                          STATION RECOVERY (2004)
 CZ1455
 CZ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1455'THIS DESCRIPTION PLUS ONE FOR 6 MDC ARE INSUFFICIENT TO FIND MARK.
 CZ1455'COMPASS DIRECTIONS MAY BE WRONG.  AREA IS SUCH THAT IT IS UNLIKELY
 CZ1455'THAT MARK WAS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1552 ***********************************************************************
 GR1552  DESIGNATION -  A 60
 GR1552  PID         -  GR1552
 GR1552  STATE/COUNTY-  AZ/MOHAVE
 GR1552  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1552
 GR1552                         *CURRENT SURVEY CONTROL
 GR1552  ___________________________________________________________________
 GR1552* NAD 83(1992)-  36 02 35.89461(N)    114 07 38.44955(W)     ADJUSTED  
 GR1552* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1552  ___________________________________________________________________
 GR1552  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 GR1552  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR1552
 GR1552  HORZ ORDER  -  THIRD
 GR1552
 GR1552.The horizontal coordinates were established by classical geodetic methods
 GR1552.and adjusted by the National Geodetic Survey in August 1993..
 GR1552
 GR1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1552
 GR1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1552
 GR1552.The geoid height was determined by GEOID03.
 GR1552
 GR1552;                    North         East     Units Scale Factor Converg.
 GR1552;SPC AZ W     -   559,401.930   179,357.795   MT  0.99994757   -0 13 19.3
 GR1552;SPC AZ W     - 1,835,308.17    588,444.21   iFT  0.99994757   -0 13 19.3
 GR1552;SPC NV E     - 8,144,455.945   331,196.543   MT  1.00011202   +0 51 24.5
 GR1552;SPC NV E     -26,720,602.55  1,086,600.66   sFT  1.00011202   +0 51 24.5
 GR1552;UTM  11      - 3,992,570.723   758,797.388   MT  1.00042534   +1 41 28.3
 GR1552
 GR1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1552!SPC AZ W     -   0.99994549  x   0.99994757  =   0.99989306
 GR1552!SPC NV E     -   0.99994549  x   1.00011202  =   1.00005750
 GR1552!UTM  11      -   0.99994549  x   1.00042534  =   1.00037081
 GR1552
 GR1552:                Primary Azimuth Mark                     Grid Az
 GR1552:SPC AZ W     -  A 59                                     204 43 53.9
 GR1552:SPC NV E     -  A 59                                     203 39 10.1
 GR1552:UTM  11      -  A 59                                     202 49 06.3
 GR1552
 GR1552|---------------------------------------------------------------------|
 GR1552| PID    Reference Object                     Distance      Geod. Az  |
 GR1552|                                                           dddmmss.s |
 GR1552| GR1549 A 59                                APPROX. 2.2 KM 2043034.6 |
 GR1552|---------------------------------------------------------------------|
 GR1552
 GR1552                          SUPERSEDED SURVEY CONTROL
 GR1552
 GR1552  NAD 83(1986)-  36 02 35.88741(N)    114 07 38.44927(W) AD(       ) 3
 GR1552  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG       
 GR1552
 GR1552.Superseded values are not recommended for survey control.
 GR1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1552.See file dsdata.txt to determine how the superseded data were derived.
 GR1552
 GR1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5879792571(NAD 83)
 GR1552_MARKER: DS = TRIANGULATION STATION DISK
 GR1552_SETTING: 80 = SET IN A BOULDER
 GR1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1552+STABILITY: SURFACE MOTION
 GR1552
 GR1552  HISTORY     - Date     Condition        Report By
 GR1552  HISTORY     - 1948     MONUMENTED       USGS
 GR1552
 GR1552                          STATION DESCRIPTION
 GR1552
 GR1552'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1552'LOCATED ABOUT 1.7 MI NE. OF N.P.S. LIGHT BASE ON ROCKY POINT.
 GR1552'ABOUT 20 FT. NE. OF HIGHEST POINT OF ISLAND WHICH IS ABOUT 800
 GR1552'FT. N. OF PROMINENT FAULT, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1552'
 GR1552'TO REACH NOT GIVEN.
 GR1552'
 GR1552'STATION MARK--STANDARD TABLET STAMPED---A 60 1948---, CEMENTED IN
 GR1552'TOP OF BOULDER IN PLACE.
 GR1552'
 GR1552'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0109 ***********************************************************************
 FR0109  DESIGNATION -  A 61
 FR0109  PID         -  FR0109
 FR0109  STATE/COUNTY-  AZ/COCONINO
 FR0109  USGS QUAD   -  HOWARD MESA (1989)
 FR0109
 FR0109                         *CURRENT SURVEY CONTROL
 FR0109  ___________________________________________________________________
 FR0109* NAD 83(1986)-  35 29 37.     (N)    112 11 36.     (W)     SCALED    
 FR0109* NAVD 88     -      1833.739  (meters)    6016.19   (feet)  POSTED    
 FR0109  ___________________________________________________________________
 FR0109  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0109  DYNAMIC HT  -        1831.260 (meters)    6008.06  (feet)  COMP
 FR0109  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 FR0109
 FR0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0109
 FR0109.The horizontal coordinates were scaled from a topographic map and have
 FR0109.an estimated accuracy of +/- 6 seconds.
 FR0109
 FR0109.The orthometric height was determined by differential leveling
 FR0109.and adjusted by the National Geodetic Survey in 1992..
 FR0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0109.rate of 0.0 thru 1.0 mm/km.
 FR0109
 FR0109.The geoid height was determined by GEOID03.
 FR0109
 FR0109.The dynamic height is computed by dividing the NAVD 88
 FR0109.geopotential number by the normal gravity value computed on the
 FR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0109.degrees latitude (g = 980.6199 gals.).
 FR0109
 FR0109.The modeled gravity was interpolated from observed gravity values.
 FR0109
 FR0109;                    North         East    Units  Estimated Accuracy
 FR0109;SPC AZ C     -   498,370.      188,260.      MT  (+/- 180 meters Scaled)
 FR0109
 FR0109                          SUPERSEDED SURVEY CONTROL
 FR0109
 FR0109  NGVD 29 (??/??/92) 1832.826  (m)         6013.20   (f) ADJ UNCH    2 0
 FR0109
 FR0109.Superseded values are not recommended for survey control.
 FR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0109.See file dsdata.txt to determine how the superseded data were derived.
 FR0109
 FR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE917284(NAD 83)
 FR0109_MARKER: DB = BENCH MARK DISK
 FR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0109_STAMPING: A 61 1934
 FR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0109+STABILITY: SURFACE MOTION
 FR0109
 FR0109  HISTORY     - Date     Condition        Report By
 FR0109  HISTORY     - 1934     MONUMENTED       CGS
 FR0109
 FR0109                          STATION DESCRIPTION
 FR0109
 FR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0109'18.25 MI N FROM WILLIAMS.
 FR0109'18.25 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0109'THE STATION AT WILLIAMS, COCONINO COUNTY, 4 FEET SOUTH OF MILEAGE POST
 FR0109'17-1/2, AND 41 FEET WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 FR0109'DISK, STAMPED A 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1015 ***********************************************************************
 FS1015  DESIGNATION -  A 61
 FS1015  PID         -  FS1015
 FS1015  STATE/COUNTY-  AZ/MOHAVE
 FS1015  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS1015
 FS1015                         *CURRENT SURVEY CONTROL
 FS1015  ___________________________________________________________________
 FS1015* NAD 83(1992)-  35 59 45.11798(N)    114 09 28.69955(W)     ADJUSTED  
 FS1015* NAVD 88     -       670.7    (meters)    2200.     (feet)  VERTCON   
 FS1015  ___________________________________________________________________
 FS1015  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 FS1015  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS1015
 FS1015  HORZ ORDER  -  THIRD
 FS1015
 FS1015.The horizontal coordinates were established by classical geodetic methods
 FS1015.and adjusted by the National Geodetic Survey in August 1993..
 FS1015
 FS1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1015
 FS1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1015
 FS1015.The geoid height was determined by GEOID03.
 FS1015
 FS1015;                    North         East     Units Scale Factor Converg.
 FS1015;SPC AZ W     -   554,149.682   176,576.167   MT  0.99995000   -0 14 23.2
 FS1015;SPC AZ W     - 1,818,076.38    579,318.13   iFT  0.99995000   -0 14 23.2
 FS1015;SPC NV E     - 8,139,151.440   328,513.816   MT  1.00010344   +0 50 16.2
 FS1015;SPC NV E     -26,703,199.35  1,077,799.08   sFT  1.00010344   +0 50 16.2
 FS1015;UTM  11      - 3,987,226.085   756,191.339   MT  1.00040881   +1 40 16.5
 FS1015
 FS1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1015!SPC AZ W     -   0.99989905  x   0.99995000  =   0.99984906
 FS1015!SPC NV E     -   0.99989905  x   1.00010344  =   1.00000248
 FS1015!UTM  11      -   0.99989905  x   1.00040881  =   1.00030782
 FS1015
 FS1015:                Primary Azimuth Mark                     Grid Az
 FS1015:SPC AZ W     -  A 50                                     281 31 45.3
 FS1015:SPC NV E     -  A 50                                     280 27 05.9
 FS1015:UTM  11      -  A 50                                     279 37 05.6
 FS1015
 FS1015|---------------------------------------------------------------------|
 FS1015| PID    Reference Object                     Distance      Geod. Az  |
 FS1015|                                                           dddmmss.s |
 FS1015| GR1540 A 50                                APPROX. 5.4 KM 2811722.1 |
 FS1015|---------------------------------------------------------------------|
 FS1015
 FS1015                          SUPERSEDED SURVEY CONTROL
 FS1015
 FS1015  NAD 83(1986)-  35 59 45.11171(N)    114 09 28.69791(W) AD(       ) 3
 FS1015  NGVD 29 (06/27/88)  670.0    (m)         2198.     (f) VERT ANG       
 FS1015
 FS1015.Superseded values are not recommended for survey control.
 FS1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1015.See file dsdata.txt to determine how the superseded data were derived.
 FS1015
 FS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5619187226(NAD 83)
 FS1015_MARKER: DS = TRIANGULATION STATION DISK
 FS1015_SETTING: 66 = SET IN ROCK OUTCROP
 FS1015_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1015+STABILITY: POSITION/ELEVATION WELL
 FS1015
 FS1015  HISTORY     - Date     Condition        Report By
 FS1015  HISTORY     - 1948     MONUMENTED       USGS
 FS1015
 FS1015                          STATION DESCRIPTION
 FS1015
 FS1015'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 FS1015'LOCATED ABOUT 2.1 MI S. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 FS1015'HIGHEST POINT OF CONTINUOUS RIDGE THAT ENDS AT HIGH WATER MARK OF
 FS1015'SMALL BAY W. OF ROCKY POINT, ABOUT 950 FT. ABOVE HIGH WATER MARK.
 FS1015'
 FS1015'TO REACH NOT GIVEN.
 FS1015'
 FS1015'STATION MARK--STANDARD TABLET STAMPED---A61 1948---, CEMENTED IN
 FS1015'ROCK OUTCROP.
 FS1015'
 FS1015'RMS--NONE SET.
 FS1015'
 FS1015'NOTE--FAIRCHILD STATION DESIGNATED AS F160, IS DRILL HOLE IN
 FS1015'WHICH TABLET IS CEMENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0519 ***********************************************************************
 FQ0519  DESIGNATION -  A 62
 FQ0519  PID         -  FQ0519
 FQ0519  STATE/COUNTY-  AZ/COCONINO
 FQ0519  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0519
 FQ0519                         *CURRENT SURVEY CONTROL
 FQ0519  ___________________________________________________________________
 FQ0519* NAD 83(1986)-  35 59 40.     (N)    111 55 55.     (W)     SCALED    
 FQ0519* NAVD 88     -      2153.543  (meters)    7065.42   (feet)  POSTED    
 FQ0519  ___________________________________________________________________
 FQ0519  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0519  DYNAMIC HT  -        2150.610 (meters)    7055.79  (feet)  COMP
 FQ0519  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 FQ0519
 FQ0519  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0519
 FQ0519.The horizontal coordinates were scaled from a topographic map and have
 FQ0519.an estimated accuracy of +/- 6 seconds.
 FQ0519
 FQ0519.The orthometric height was determined by differential leveling
 FQ0519.and adjusted by the National Geodetic Survey in 1992..
 FQ0519.No vertical observational check was made to the station.
 FQ0519.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0519.was located on a no-check spur therefore a value was not computed.
 FQ0519
 FQ0519.The geoid height was determined by GEOID03.
 FQ0519
 FQ0519.The dynamic height is computed by dividing the NAVD 88
 FQ0519.geopotential number by the normal gravity value computed on the
 FQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0519.degrees latitude (g = 980.6199 gals.).
 FQ0519
 FQ0519.The modeled gravity was interpolated from observed gravity values.
 FQ0519
 FQ0519;                    North         East    Units  Estimated Accuracy
 FQ0519;SPC AZ C     -   553,900.      211,980.      MT  (+/- 180 meters Scaled)
 FQ0519
 FQ0519                          SUPERSEDED SURVEY CONTROL
 FQ0519
 FQ0519  NGVD 29 (??/??/92) 2152.499  (m)         7061.99   (f) ADJ UNCH    2 0
 FQ0519
 FQ0519.Superseded values are not recommended for survey control.
 FQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0519.See file dsdata.txt to determine how the superseded data were derived.
 FQ0519
 FQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE159837(NAD 83)
 FQ0519_MARKER: DB = BENCH MARK DISK
 FQ0519_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0519_SP_SET: LIMESTONE OUTCROP
 FQ0519_STAMPING: A 62 1934
 FQ0519_MARK LOGO: CGS   
 FQ0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0519+STABILITY: POSITION/ELEVATION WELL
 FQ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0519+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 FQ0519
 FQ0519  HISTORY     - Date     Condition        Report By
 FQ0519  HISTORY     - 1934     MONUMENTED       CGS
 FQ0519  HISTORY     - 20060812 GOOD             GEOCAC
 FQ0519
 FQ0519                          STATION DESCRIPTION
 FQ0519
 FQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0519'27.4 KM (17.00 MI) EAST FROM GRAND CANYON.
 FQ0519'ABOUT 17.0 MI EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT GRAND
 FQ0519'CANYON, ABOUT 245 YARDS EAST OF A NATIONAL PARK SERVICE SIGN
 FQ0519'READING--BE CAREFUL WITH FIRE, 122 FT EAST OF A 2-FT GALVANIZED-IRON
 FQ0519'CULVERT, 39 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 FQ0519'TOP OF A LIMESTONE OUTCROP.
 FQ0519
 FQ0519                          STATION RECOVERY (2006)
 FQ0519
 FQ0519'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0519'THE NPS SIGN DESCRIBED NO LONGER EXISTS.
 FQ0519' 
 FQ0519'TO REACH - APPROX 3.2 MIILES EAST ON 64 FROM THE INTERSECTION WITH
 FQ0519'COCONINO RIM RD.
 FQ0519'ABOUT 122 FEET EAST OF A CULVERT AND 39 FEET SOUTH OF THE CENTER LINE
 FQ0519'OF THE HIGHWAY AND IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1553 ***********************************************************************
 GR1553  DESIGNATION -  A 62
 GR1553  PID         -  GR1553
 GR1553  STATE/COUNTY-  AZ/MOHAVE
 GR1553  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1553
 GR1553                         *CURRENT SURVEY CONTROL
 GR1553  ___________________________________________________________________
 GR1553* NAD 83(1992)-  36 01 18.30740(N)    114 05 01.62494(W)     ADJUSTED  
 GR1553* NAVD 88     -       945.7    (meters)    3103.     (feet)  VERTCON   
 GR1553  ___________________________________________________________________
 GR1553  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 GR1553  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GR1553
 GR1553  HORZ ORDER  -  THIRD
 GR1553
 GR1553.The horizontal coordinates were established by classical geodetic methods
 GR1553.and adjusted by the National Geodetic Survey in August 1993..
 GR1553
 GR1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1553
 GR1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1553
 GR1553.The geoid height was determined by GEOID03.
 GR1553
 GR1553;                    North         East     Units Scale Factor Converg.
 GR1553;SPC AZ W     -   556,996.342   183,274.960   MT  0.99994448   -0 11 46.7
 GR1553;SPC AZ W     - 1,827,415.82    601,295.80   iFT  0.99994448   -0 11 46.7
 GR1553;SPC NV E     - 8,142,124.116   335,158.979   MT  1.00012503   +0 52 55.2
 GR1553;SPC NV E     -26,712,952.20  1,099,600.75   sFT  1.00012503   +0 52 55.2
 GR1553;UTM  11      - 3,990,296.102   762,794.630   MT  1.00045104   +1 42 57.5
 GR1553
 GR1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1553!SPC AZ W     -   0.99985585  x   0.99994448  =   0.99980034
 GR1553!SPC NV E     -   0.99985585  x   1.00012503  =   0.99998086
 GR1553!UTM  11      -   0.99985585  x   1.00045104  =   1.00030683
 GR1553
 GR1553:                Primary Azimuth Mark                     Grid Az
 GR1553:SPC AZ W     -  TUT                                      198 46 36.6
 GR1553:SPC NV E     -  TUT                                      197 41 54.7
 GR1553:UTM  11      -  TUT                                      196 51 52.4
 GR1553
 GR1553|---------------------------------------------------------------------|
 GR1553| PID    Reference Object                     Distance      Geod. Az  |
 GR1553|                                                           dddmmss.s |
 GR1553| FS1017 TUT                                 APPROX. 8.2 KM 1983449.9 |
 GR1553|---------------------------------------------------------------------|
 GR1553
 GR1553                          SUPERSEDED SURVEY CONTROL
 GR1553
 GR1553  NAD 83(1986)-  36 01 18.30138(N)    114 05 01.62506(W) AD(       ) 3
 GR1553  NGVD 29 (06/27/88)  945.0    (m)         3100.     (f) VERT ANG       
 GR1553
 GR1553.Superseded values are not recommended for survey control.
 GR1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1553.See file dsdata.txt to determine how the superseded data were derived.
 GR1553
 GR1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6279590296(NAD 83)
 GR1553_MARKER: DS = TRIANGULATION STATION DISK
 GR1553_SETTING: 80 = SET IN A BOULDER
 GR1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1553+STABILITY: SURFACE MOTION
 GR1553
 GR1553  HISTORY     - Date     Condition        Report By
 GR1553  HISTORY     - 1948     MONUMENTED       USGS
 GR1553  HISTORY     - 1951     GOOD             USGS
 GR1553
 GR1553                          STATION DESCRIPTION
 GR1553
 GR1553'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1553'LOCATED ABOUT 0.3 MI N. OF NEW MEADVIEW STORE AND RESTAURANT ON
 GR1553'SOUTH COVE RD.  ON HIGHEST PART OF SMALL ROLLING HILL, ABOUT 1500
 GR1553'FT. W. OF RD., 50 FT. E. OF WEST EDGE OF MAIN PLATEAU.
 GR1553'
 GR1553'TO REACH NOT GIVEN.
 GR1553'
 GR1553'STATION MARK--STANDARD TABLET STAMPED---A62 1948---, CEMENTED IN
 GR1553'TOP OF BOULDER IN PLACE.
 GR1553'
 GR1553'RMS--NONE SET.
 GR1553
 GR1553                          STATION RECOVERY (1951)
 GR1553
 GR1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1553'RECOVERED IN GOOD CONDITION.
 GR1553'
 GR1553'LOCATED ABOUT 0.3 MI N. OF NEW MEADVIEW STORE AND RESTAURANT ON
 GR1553'SOUTH COVE RD.  ABOUT 1500 FT. W. OF RD., ON HIGHEST PART OF
 GR1553'SMALL ROLLING HILL, 50 FT. E. OF WEST EDGE OF MAIN PLATEAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0164 ***********************************************************************
 GP0164  DESIGNATION -  A 63
 GP0164  PID         -  GP0164
 GP0164  STATE/COUNTY-  AZ/COCONINO
 GP0164  USGS QUAD   -  MOENKOPI (1969)
 GP0164
 GP0164                         *CURRENT SURVEY CONTROL
 GP0164  ___________________________________________________________________
 GP0164* NAD 83(1986)-  36 04 34.     (N)    111 11 06.     (W)     SCALED    
 GP0164* NAVD 88     -      1544.611  (meters)    5067.61   (feet)  ADJUSTED  
 GP0164  ___________________________________________________________________
 GP0164  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0164  DYNAMIC HT  -        1542.649 (meters)    5061.17  (feet)  COMP
 GP0164  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 GP0164
 GP0164  VERT ORDER  -  SECOND    CLASS 0
 GP0164
 GP0164.The horizontal coordinates were scaled from a topographic map and have
 GP0164.an estimated accuracy of +/- 6 seconds.
 GP0164
 GP0164.The orthometric height was determined by differential leveling
 GP0164.and adjusted by the National Geodetic Survey in June 1991..
 GP0164
 GP0164.The geoid height was determined by GEOID03.
 GP0164
 GP0164.The dynamic height is computed by dividing the NAVD 88
 GP0164.geopotential number by the normal gravity value computed on the
 GP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0164.degrees latitude (g = 980.6199 gals.).
 GP0164
 GP0164.The modeled gravity was interpolated from observed gravity values.
 GP0164
 GP0164;                    North         East    Units  Estimated Accuracy
 GP0164;SPC AZ C     -   563,210.      279,260.      MT  (+/- 180 meters Scaled)
 GP0164
 GP0164                          SUPERSEDED SURVEY CONTROL
 GP0164
 GP0164  NGVD 29 (??/??/92) 1543.687  (m)         5064.58   (f) ADJ UNCH    2 0
 GP0164
 GP0164.Superseded values are not recommended for survey control.
 GP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0164.See file dsdata.txt to determine how the superseded data were derived.
 GP0164
 GP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE833924(NAD 83)
 GP0164_MARKER: DB = BENCH MARK DISK
 GP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0164_STAMPING: A 63 1934
 GP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0164+STABILITY: SURFACE MOTION
 GP0164
 GP0164  HISTORY     - Date     Condition        Report By
 GP0164  HISTORY     - 1934     MONUMENTED       CGS
 GP0164  HISTORY     - 1969     MARK NOT FOUND   NGS
 GP0164  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0164
 GP0164                          STATION DESCRIPTION
 GP0164
 GP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0164'5.6 MI SE FROM TUBA CITY.
 GP0164'5.6 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0164'COUNTY, 2.2 MILES EAST OF THE ROAD INTERSECTION AT MOENKOPI WASH, AND
 GP0164'36 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GP0164'A 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0164
 GP0164                          STATION RECOVERY (1969)
 GP0164
 GP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GP0164'MARK NOT FOUND.
 GP0164
 GP0164                          STATION RECOVERY (1983)
 GP0164
 GP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1554 ***********************************************************************
 GR1554  DESIGNATION -  A 63
 GR1554  PID         -  GR1554
 GR1554  STATE/COUNTY-  AZ/MOHAVE
 GR1554  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1554
 GR1554                         *CURRENT SURVEY CONTROL
 GR1554  ___________________________________________________________________
 GR1554* NAD 83(1992)-  36 03 34.88165(N)    114 07 02.46279(W)     ADJUSTED  
 GR1554* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1554  ___________________________________________________________________
 GR1554  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 GR1554  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR1554
 GR1554  HORZ ORDER  -  THIRD
 GR1554
 GR1554.The horizontal coordinates were established by classical geodetic methods
 GR1554.and adjusted by the National Geodetic Survey in August 1993..
 GR1554
 GR1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1554
 GR1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1554
 GR1554.The geoid height was determined by GEOID03.
 GR1554
 GR1554;                    North         East     Units Scale Factor Converg.
 GR1554;SPC AZ W     -   561,216.487   180,265.413   MT  0.99994682   -0 12 58.4
 GR1554;SPC AZ W     - 1,841,261.44    591,421.96   iFT  0.99994682   -0 12 58.4
 GR1554;SPC NV E     - 8,146,287.577   332,069.973   MT  1.00011486   +0 51 47.0
 GR1554;SPC NV E     -26,726,611.83  1,089,466.24   sFT  1.00011486   +0 51 47.0
 GR1554;UTM  11      - 3,994,415.463   759,644.314   MT  1.00043075   +1 41 51.9
 GR1554
 GR1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1554!SPC AZ W     -   0.99994596  x   0.99994682  =   0.99989278
 GR1554!SPC NV E     -   0.99994596  x   1.00011486  =   1.00006081
 GR1554!UTM  11      -   0.99994596  x   1.00043075  =   1.00037668
 GR1554
 GR1554:                Primary Azimuth Mark                     Grid Az
 GR1554:SPC AZ W     -  A 60                                     206 34 25.2
 GR1554:SPC NV E     -  A 60                                     205 29 39.8
 GR1554:UTM  11      -  A 60                                     204 39 34.9
 GR1554
 GR1554|---------------------------------------------------------------------|
 GR1554| PID    Reference Object                     Distance      Geod. Az  |
 GR1554|                                                           dddmmss.s |
 GR1554| GR1552 A 60                                APPROX. 2.0 KM 2062126.8 |
 GR1554|---------------------------------------------------------------------|
 GR1554
 GR1554                          SUPERSEDED SURVEY CONTROL
 GR1554
 GR1554  NAD 83(1986)-  36 03 34.87403(N)    114 07 02.46283(W) AD(       ) 3
 GR1554  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1554
 GR1554.Superseded values are not recommended for survey control.
 GR1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1554.See file dsdata.txt to determine how the superseded data were derived.
 GR1554
 GR1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5964494415(NAD 83)
 GR1554_MARKER: DS = TRIANGULATION STATION DISK
 GR1554_SETTING: 80 = SET IN A BOULDER
 GR1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1554+STABILITY: SURFACE MOTION
 GR1554
 GR1554  HISTORY     - Date     Condition        Report By
 GR1554  HISTORY     - 1948     MONUMENTED       USGS
 GR1554
 GR1554                          STATION DESCRIPTION
 GR1554
 GR1554'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1554'LOCATED ABOUT 3 MI NW. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1554'SMALL TOP ABOUT 250 FT. E. OF HIGH WATER MARK AT WEST END OF LOW,
 GR1554'FLAT RIDGE, ABOUT 25 FT. ABOVE HIGH WATER MARK.
 GR1554'
 GR1554'TO REACH NOT GIVEN.
 GR1554'
 GR1554'STATION MARK--STANDARD TABLET STAMPED---A 63 1948---, CEMENTED IN
 GR1554'TOP OF BOULDER IN PLACE.
 GR1554'
 GR1554'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0130 ***********************************************************************
 FQ0130  DESIGNATION -  A 64
 FQ0130  PID         -  FQ0130
 FQ0130  STATE/COUNTY-  AZ/NAVAJO
 FQ0130  USGS QUAD   -  HOTEVILLA (1991)
 FQ0130
 FQ0130                         *CURRENT SURVEY CONTROL
 FQ0130  ___________________________________________________________________
 FQ0130* NAD 83(1986)-  35 54 06.     (N)    110 39 55.     (W)     SCALED    
 FQ0130* NAVD 88     -      1942.554  (meters)    6373.20   (feet)  ADJUSTED  
 FQ0130  ___________________________________________________________________
 FQ0130  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 FQ0130  DYNAMIC HT  -        1940.044 (meters)    6364.96  (feet)  COMP
 FQ0130  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 FQ0130
 FQ0130  VERT ORDER  -  SECOND    CLASS 0
 FQ0130
 FQ0130.The horizontal coordinates were scaled from a topographic map and have
 FQ0130.an estimated accuracy of +/- 6 seconds.
 FQ0130
 FQ0130.The orthometric height was determined by differential leveling
 FQ0130.and adjusted by the National Geodetic Survey in June 1991..
 FQ0130
 FQ0130.The geoid height was determined by GEOID03.
 FQ0130
 FQ0130.The dynamic height is computed by dividing the NAVD 88
 FQ0130.geopotential number by the normal gravity value computed on the
 FQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0130.degrees latitude (g = 980.6199 gals.).
 FQ0130
 FQ0130.The modeled gravity was interpolated from observed gravity values.
 FQ0130
 FQ0130;                    North         East    Units  Estimated Accuracy
 FQ0130;SPC AZ E     -   543,720.      168,350.      MT  (+/- 180 meters Scaled)
 FQ0130
 FQ0130                          SUPERSEDED SURVEY CONTROL
 FQ0130
 FQ0130  NGVD 29 (??/??/92) 1941.673  (m)         6370.31   (f) ADJ UNCH    2 0
 FQ0130
 FQ0130.Superseded values are not recommended for survey control.
 FQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0130.See file dsdata.txt to determine how the superseded data were derived.
 FQ0130
 FQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE302730(NAD 83)
 FQ0130_MARKER: DB = BENCH MARK DISK
 FQ0130_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0130_SP_SET: SANDSTONE OUTCROP
 FQ0130_STAMPING: A 64 1934
 FQ0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0130+STABILITY: POSITION/ELEVATION WELL
 FQ0130
 FQ0130  HISTORY     - Date     Condition        Report By
 FQ0130  HISTORY     - 1934     MONUMENTED       CGS
 FQ0130  HISTORY     - 1966     GOOD             USGS
 FQ0130
 FQ0130                          STATION DESCRIPTION
 FQ0130
 FQ0130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0130'4.1 MI NW FROM ORAIBI.
 FQ0130'FROM THE HOTEVILA DAY SCHOOL, DRIVE EAST 0.2 MILES TO STATE HIGHWAY
 FQ0130'264, THENCE 1.3 MILES SOUTH, THENCE 0.2 MILES ALONG A DIRT ROAD THAT
 FQ0130'RUNS PARALLEL TO THE STATE HIGHWAY TO BM.  BM IS 150 FEET SOUTH OF AND
 FQ0130'30 FEET ABOVE HIGHWAY.  100 YARDS WEST OF THE EDGE OF A LARGE ROCK
 FQ0130'CANYON, 46 FEET SOUTH OF A DIRT ROAD AND IN THE TOP OF A LARGE GRAY
 FQ0130'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1555 ***********************************************************************
 GR1555  DESIGNATION -  A 64
 GR1555  PID         -  GR1555
 GR1555  STATE/COUNTY-  AZ/MOHAVE
 GR1555  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1555
 GR1555                         *CURRENT SURVEY CONTROL
 GR1555  ___________________________________________________________________
 GR1555* NAD 83(1992)-  36 04 43.61132(N)    114 06 24.87235(W)     ADJUSTED  
 GR1555* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1555  ___________________________________________________________________
 GR1555  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 GR1555  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GR1555
 GR1555  HORZ ORDER  -  THIRD
 GR1555
 GR1555.The horizontal coordinates were established by classical geodetic methods
 GR1555.and adjusted by the National Geodetic Survey in August 1993..
 GR1555
 GR1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1555
 GR1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1555
 GR1555.The geoid height was determined by GEOID03.
 GR1555
 GR1555;                    North         East     Units Scale Factor Converg.
 GR1555;SPC AZ W     -   563,331.265   181,213.885   MT  0.99994606   -0 12 36.7
 GR1555;SPC AZ W     - 1,848,199.69    594,533.74   iFT  0.99994606   -0 12 36.7
 GR1555;SPC NV E     - 8,148,420.211   332,978.589   MT  1.00011782   +0 52 10.5
 GR1555;SPC NV E     -26,733,608.64  1,092,447.25   sFT  1.00011782   +0 52 10.5
 GR1555;UTM  11      - 3,996,561.791   760,522.036   MT  1.00043638   +1 42 16.9
 GR1555
 GR1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1555!SPC AZ W     -   0.99994642  x   0.99994606  =   0.99989248
 GR1555!SPC NV E     -   0.99994642  x   1.00011782  =   1.00006423
 GR1555!UTM  11      -   0.99994642  x   1.00043638  =   1.00038278
 GR1555
 GR1555:                Primary Azimuth Mark                     Grid Az
 GR1555:SPC AZ W     -  A 63                                     204 09 22.2
 GR1555:SPC NV E     -  A 63                                     203 04 35.0
 GR1555:UTM  11      -  A 63                                     202 14 28.6
 GR1555
 GR1555|---------------------------------------------------------------------|
 GR1555| PID    Reference Object                     Distance      Geod. Az  |
 GR1555|                                                           dddmmss.s |
 GR1555| GR1554 A 63                                APPROX. 2.3 KM 2035645.5 |
 GR1555|---------------------------------------------------------------------|
 GR1555
 GR1555                          SUPERSEDED SURVEY CONTROL
 GR1555
 GR1555  NAD 83(1986)-  36 04 43.60320(N)    114 06 24.87269(W) AD(       ) 3
 GR1555  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1555
 GR1555.Superseded values are not recommended for survey control.
 GR1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1555.See file dsdata.txt to determine how the superseded data were derived.
 GR1555
 GR1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6052296562(NAD 83)
 GR1555_MARKER: DS = TRIANGULATION STATION DISK
 GR1555_SETTING: 66 = SET IN ROCK OUTCROP
 GR1555_SP_SET: SET IN ROCK OUTCROP
 GR1555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1555+STABILITY: POSITION/ELEVATION WELL
 GR1555
 GR1555  HISTORY     - Date     Condition        Report By
 GR1555  HISTORY     - 1948     MONUMENTED       USGS
 GR1555
 GR1555                          STATION DESCRIPTION
 GR1555
 GR1555'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1555'LOCATED ABOUT 2.5 MI S. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1555'ABOUT 60 FT. W. OF HIGH WATER MARK AT WEST END OF REDDISH-COLORED
 GR1555'RIDGE, ABOUT 2 FT. BELOW HIGH WATER MARK.
 GR1555'
 GR1555'TO REACH NOT GIVEN.
 GR1555'
 GR1555'STATION MARK--STANDARD TABLET STAMPED---A 64 1948---, CEMENTED IN
 GR1555'TOP OF ROCK OUTCROP.
 GR1555'
 GR1555'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0309 ***********************************************************************
 ES0309  DESIGNATION -  A 65
 ES0309  PID         -  ES0309
 ES0309  STATE/COUNTY-  AZ/GILA
 ES0309  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0309
 ES0309                         *CURRENT SURVEY CONTROL
 ES0309  ___________________________________________________________________
 ES0309* NAD 83(1986)-  34 14 28.     (N)    111 19 14.     (W)     SCALED    
 ES0309* NAVD 88     -      1513.803  (meters)    4966.54   (feet)  ADJUSTED  
 ES0309  ___________________________________________________________________
 ES0309  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 ES0309  DYNAMIC HT  -        1511.713 (meters)    4959.68  (feet)  COMP
 ES0309  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 ES0309
 ES0309  VERT ORDER  -  SECOND    CLASS 0
 ES0309
 ES0309.The horizontal coordinates were scaled from a topographic map and have
 ES0309.an estimated accuracy of +/- 6 seconds.
 ES0309
 ES0309.The orthometric height was determined by differential leveling
 ES0309.and adjusted by the National Geodetic Survey in June 1991..
 ES0309
 ES0309.The geoid height was determined by GEOID03.
 ES0309
 ES0309.The dynamic height is computed by dividing the NAVD 88
 ES0309.geopotential number by the normal gravity value computed on the
 ES0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0309.degrees latitude (g = 980.6199 gals.).
 ES0309
 ES0309.The modeled gravity was interpolated from observed gravity values.
 ES0309
 ES0309;                    North         East    Units  Estimated Accuracy
 ES0309;SPC AZ E     -   360,000.      107,070.      MT  (+/- 180 meters Scaled)
 ES0309
 ES0309                          SUPERSEDED SURVEY CONTROL
 ES0309
 ES0309  NGVD 29 (??/??/92) 1513.043  (m)         4964.04   (f) ADJ UNCH    2 0
 ES0309
 ES0309.Superseded values are not recommended for survey control.
 ES0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0309.See file dsdata.txt to determine how the superseded data were derived.
 ES0309
 ES0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC704889(NAD 83)
 ES0309_MARKER: DB = BENCH MARK DISK
 ES0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0309_STAMPING: A 65 1934
 ES0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0309+STABILITY: SURFACE MOTION
 ES0309
 ES0309  HISTORY     - Date     Condition        Report By
 ES0309  HISTORY     - 1934     MONUMENTED       CGS
 ES0309  HISTORY     - 1972     GOOD             USGS
 ES0309  HISTORY     - 19971010 MARK NOT FOUND   USPSQD
 ES0309
 ES0309                          STATION DESCRIPTION
 ES0309
 ES0309'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0309'1.8 MI NE FROM PAYSON.
 ES0309'PAYSON POST OFFICE, 0.6 MILES EAST ON MAIN STREET, THENCE 0.7 MILES
 ES0309'NORTH ON STATE HIGHWAY 87, THENCE 0.1 MILE EAST ON STATE HIGHWAY 260,
 ES0309'181 FEET NORTH OF HIGHWAY 260, 140 FEET NNE OF THE SW CORNER OF A
 ES0309'CONCRETE CULVERT ON NORTH SIDE OF HIGHWAY 260, 18 FEET EAST OF TRACK
 ES0309'ROAD (C/L) RUNNING NS, 33 FEET NORTH OF CENTERLINE OF EW TRACK ROAD.
 ES0309'SET IN A CONCRETE POST ABOUT 6 INCHES ABOVE THE GROUND.
 ES0309
 ES0309                          STATION RECOVERY (1997)
 ES0309
 ES0309'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1556 ***********************************************************************
 GR1556  DESIGNATION -  A 65
 GR1556  PID         -  GR1556
 GR1556  STATE/COUNTY-  AZ/MOHAVE
 GR1556  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1556
 GR1556                         *CURRENT SURVEY CONTROL
 GR1556  ___________________________________________________________________
 GR1556* NAD 83(1992)-  36 05 32.93597(N)    114 06 13.14714(W)     ADJUSTED  
 GR1556* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1556  ___________________________________________________________________
 GR1556  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 GR1556  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR1556
 GR1556  HORZ ORDER  -  THIRD
 GR1556
 GR1556.The horizontal coordinates were established by classical geodetic methods
 GR1556.and adjusted by the National Geodetic Survey in August 1993..
 GR1556
 GR1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1556
 GR1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1556
 GR1556.The geoid height was determined by GEOID03.
 GR1556
 GR1556;                    North         East     Units Scale Factor Converg.
 GR1556;SPC AZ W     -   564,850.405   181,512.765   MT  0.99994583   -0 12 30.0
 GR1556;SPC AZ W     - 1,853,183.74    595,514.32   iFT  0.99994583   -0 12 30.0
 GR1556;SPC NV E     - 8,149,944.977   333,248.830   MT  1.00011871   +0 52 18.5
 GR1556;SPC NV E     -26,738,611.15  1,093,333.87   sFT  1.00011871   +0 52 18.5
 GR1556;UTM  11      - 3,998,090.822   760,770.101   MT  1.00043797   +1 42 25.8
 GR1556
 GR1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1556!SPC AZ W     -   0.99994500  x   0.99994583  =   0.99989084
 GR1556!SPC NV E     -   0.99994500  x   1.00011871  =   1.00006371
 GR1556!UTM  11      -   0.99994500  x   1.00043797  =   1.00038295
 GR1556
 GR1556                          SUPERSEDED SURVEY CONTROL
 GR1556
 GR1556  NAD 83(1986)-  36 05 32.92754(N)    114 06 13.14760(W) AD(       ) 3
 GR1556  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1556
 GR1556.Superseded values are not recommended for survey control.
 GR1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1556.See file dsdata.txt to determine how the superseded data were derived.
 GR1556
 GR1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6077098091(NAD 83)
 GR1556_MARKER: DS = TRIANGULATION STATION DISK
 GR1556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1556
 GR1556  HISTORY     - Date     Condition        Report By
 GR1556  HISTORY     - 1948     MONUMENTED       USGS
 GR1556
 GR1556                          STATION DESCRIPTION
 GR1556
 GR1556'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1556'NOT OCCUPIED.
 GR1556'
 GR1556'LOCATED ABOUT 1.7 MI SE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1556'PROMINENT, GRAY SANDY TOP, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1556'
 GR1556'STATION MARK--STANDARD TABLET STAMPED---A 65 1948---, WELDED TO
 GR1556'2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1557 ***********************************************************************
 GR1557  DESIGNATION -  A 66
 GR1557  PID         -  GR1557
 GR1557  STATE/COUNTY-  AZ/MOHAVE
 GR1557  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1557
 GR1557                         *CURRENT SURVEY CONTROL
 GR1557  ___________________________________________________________________
 GR1557* NAD 83(1992)-  36 06 35.73512(N)    114 06 00.75039(W)     ADJUSTED  
 GR1557* NAVD 88     -       385.7    (meters)    1265.     (feet)  VERTCON   
 GR1557  ___________________________________________________________________
 GR1557  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 GR1557  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR1557
 GR1557  HORZ ORDER  -  THIRD
 GR1557
 GR1557.The horizontal coordinates were established by classical geodetic methods
 GR1557.and adjusted by the National Geodetic Survey in August 1993..
 GR1557
 GR1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1557
 GR1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1557
 GR1557.The geoid height was determined by GEOID03.
 GR1557
 GR1557;                    North         East     Units Scale Factor Converg.
 GR1557;SPC AZ W     -   566,784.790   181,829.837   MT  0.99994558   -0 12 23.0
 GR1557;SPC AZ W     - 1,859,530.15    596,554.58   iFT  0.99994558   -0 12 23.0
 GR1557;SPC NV E     - 8,151,885.333   333,529.422   MT  1.00011963   +0 52 27.1
 GR1557;SPC NV E     -26,744,977.13  1,094,254.45   sFT  1.00011963   +0 52 27.1
 GR1557;UTM  11      - 4,000,035.684   761,022.448   MT  1.00043959   +1 42 35.7
 GR1557
 GR1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1557!SPC AZ W     -   0.99994374  x   0.99994558  =   0.99988933
 GR1557!SPC NV E     -   0.99994374  x   1.00011963  =   1.00006337
 GR1557!UTM  11      -   0.99994374  x   1.00043959  =   1.00038331
 GR1557
 GR1557:                Primary Azimuth Mark                     Grid Az
 GR1557:SPC AZ W     -  A 64                                     190 06 45.7
 GR1557:SPC NV E     -  A 64                                     189 01 55.6
 GR1557:UTM  11      -  A 64                                     188 11 47.0
 GR1557
 GR1557|---------------------------------------------------------------------|
 GR1557| PID    Reference Object                     Distance      Geod. Az  |
 GR1557|                                                           dddmmss.s |
 GR1557| GR1555 A 64                                APPROX. 3.5 KM 1895422.7 |
 GR1557|---------------------------------------------------------------------|
 GR1557
 GR1557                          SUPERSEDED SURVEY CONTROL
 GR1557
 GR1557  NAD 83(1986)-  36 06 35.72619(N)    114 06 00.75079(W) AD(       ) 3
 GR1557  NGVD 29 (06/27/88)  385.0    (m)         1263.     (f) VERT ANG       
 GR1557
 GR1557.Superseded values are not recommended for survey control.
 GR1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1557.See file dsdata.txt to determine how the superseded data were derived.
 GR1557
 GR1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6102200036(NAD 83)
 GR1557_MARKER: DS = TRIANGULATION STATION DISK
 GR1557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1557
 GR1557  HISTORY     - Date     Condition        Report By
 GR1557  HISTORY     - 1948     MONUMENTED       USGS
 GR1557
 GR1557                          STATION DESCRIPTION
 GR1557
 GR1557'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1557'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1557'HIGHEST PART OF EAST END OF SANDY POINT, ABOUT 750 FT. N. OF HIGH
 GR1557'WATER MARK AT SOUTH END OF SANDY POINT, ABOUT 60 FT. ABOVE HIGH
 GR1557'WATER MARK.
 GR1557'
 GR1557'TO REACH NOT GIVEN.
 GR1557'
 GR1557'STATION MARK--STANDARD TABLET STAMPED---A 66 1948---, WELDED TO
 GR1557'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GR1557'
 GR1557'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0317 ***********************************************************************
 CZ0317  DESIGNATION -  A 67
 CZ0317  PID         -  CZ0317
 CZ0317  STATE/COUNTY-  AZ/PINAL
 CZ0317  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0317
 CZ0317                         *CURRENT SURVEY CONTROL
 CZ0317  ___________________________________________________________________
 CZ0317* NAD 83(1986)-  32 37 08.     (N)    110 59 28.     (W)     SCALED    
 CZ0317* NAVD 88     -      1073.38   (+/-2cm)    3521.6    (feet)  VERTCON   
 CZ0317  ___________________________________________________________________
 CZ0317  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CZ0317
 CZ0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0317
 CZ0317.The horizontal coordinates were scaled from a topographic map and have
 CZ0317.an estimated accuracy of +/- 6 seconds.
 CZ0317
 CZ0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0317.The vertical order pertains to the NGVD 29 superseded value.
 CZ0317
 CZ0317.The geoid height was determined by GEOID03.
 CZ0317
 CZ0317;                    North         East    Units  Estimated Accuracy
 CZ0317;SPC AZ C     -   179,870.      300,220.      MT  (+/- 180 meters Scaled)
 CZ0317
 CZ0317                          SUPERSEDED SURVEY CONTROL
 CZ0317
 CZ0317  NGVD 29 (??/??/92) 1072.672  (m)         3519.26   (f) ADJ UNCH    2 0
 CZ0317
 CZ0317.Superseded values are not recommended for survey control.
 CZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0317.See file dsdata.txt to determine how the superseded data were derived.
 CZ0317
 CZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB008090(NAD 83)
 CZ0317_MARKER: DB = BENCH MARK DISK
 CZ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0317_STAMPING: A 67 1934
 CZ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0317+STABILITY: SURFACE MOTION
 CZ0317
 CZ0317  HISTORY     - Date     Condition        Report By
 CZ0317  HISTORY     - 1934     MONUMENTED       CGS
 CZ0317  HISTORY     - 1959     MARK NOT FOUND   USGS
 CZ0317  HISTORY     - 1968     GOOD             NGS
 CZ0317
 CZ0317                          STATION DESCRIPTION
 CZ0317
 CZ0317'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0317'5.6 MI N FROM WALNUT WELLS.
 CZ0317'5.6 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, PINAL COUNTY,
 CZ0317'AT THE FOOT OF A SMALL KNOLL, 50 YARDS NORTH OF A WASH AND A ROCK
 CZ0317'WALL, AND 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CZ0317'DISK STAMPED A 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0317
 CZ0317                          STATION RECOVERY (1968)
 CZ0317
 CZ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0194 ***********************************************************************
 FR0194  DESIGNATION -  A 67
 FR0194  PID         -  FR0194
 FR0194  STATE/COUNTY-  AZ/YAVAPAI
 FR0194  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0194
 FR0194                         *CURRENT SURVEY CONTROL
 FR0194  ___________________________________________________________________
 FR0194* NAD 83(1986)-  35 19 53.     (N)    112 54 23.     (W)     SCALED    
 FR0194* NAVD 88     -      1600.227  (meters)    5250.08   (feet)  ADJUSTED  
 FR0194  ___________________________________________________________________
 FR0194  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 FR0194  DYNAMIC HT  -        1598.139 (meters)    5243.23  (feet)  COMP
 FR0194  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 FR0194
 FR0194  VERT ORDER  -  FIRST     CLASS II
 FR0194
 FR0194.The horizontal coordinates were scaled from a topographic map and have
 FR0194.an estimated accuracy of +/- 6 seconds.
 FR0194
 FR0194.The orthometric height was determined by differential leveling
 FR0194.and adjusted by the National Geodetic Survey in June 1991..
 FR0194
 FR0194.The geoid height was determined by GEOID03.
 FR0194
 FR0194.The dynamic height is computed by dividing the NAVD 88
 FR0194.geopotential number by the normal gravity value computed on the
 FR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0194.degrees latitude (g = 980.6199 gals.).
 FR0194
 FR0194.The modeled gravity was interpolated from observed gravity values.
 FR0194
 FR0194;                    North         East    Units  Estimated Accuracy
 FR0194;SPC AZ C     -   480,790.      123,380.      MT  (+/- 180 meters Scaled)
 FR0194
 FR0194                          SUPERSEDED SURVEY CONTROL
 FR0194
 FR0194  NGVD 29 (??/??/92) 1599.365  (m)         5247.25   (f) ADJ UNCH    1 2
 FR0194
 FR0194.Superseded values are not recommended for survey control.
 FR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0194.See file dsdata.txt to determine how the superseded data were derived.
 FR0194
 FR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE267114(NAD 83)
 FR0194_MARKER: DB = BENCH MARK DISK
 FR0194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0194_STAMPING: A 67 1935
 FR0194_MARK LOGO: CGS   
 FR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0194+STABILITY: SURFACE MOTION
 FR0194
 FR0194  HISTORY     - Date     Condition        Report By
 FR0194  HISTORY     - 1935     MONUMENTED       CGS
 FR0194  HISTORY     - 1968     GOOD             NGS
 FR0194  HISTORY     - 1982     GOOD             NGS
 FR0194
 FR0194                          STATION DESCRIPTION
 FR0194
 FR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0194'1.75 MI W FROM SELIGMAN.
 FR0194'1.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0194'THE STATION AT SELIGMAN, 1 1/2 POLES WEST OF MILEPOLE 430.5, IN THE
 FR0194'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH PIPE
 FR0194'CULVERT, 11.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET LOWER
 FR0194'THAN THE TRACK.
 FR0194
 FR0194                          STATION RECOVERY (1982)
 FR0194
 FR0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1558 ***********************************************************************
 GR1558  DESIGNATION -  A 67
 GR1558  PID         -  GR1558
 GR1558  STATE/COUNTY-  AZ/MOHAVE
 GR1558  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1558
 GR1558                         *CURRENT SURVEY CONTROL
 GR1558  ___________________________________________________________________
 GR1558* NAD 83(1992)-  36 07 23.42540(N)    114 05 28.66491(W)     ADJUSTED  
 GR1558* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1558  ___________________________________________________________________
 GR1558  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 GR1558  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GR1558
 GR1558  HORZ ORDER  -  THIRD
 GR1558
 GR1558.The horizontal coordinates were established by classical geodetic methods
 GR1558.and adjusted by the National Geodetic Survey in August 1993..
 GR1558
 GR1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1558
 GR1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1558
 GR1558.The geoid height was determined by GEOID03.
 GR1558
 GR1558;                    North         East     Units Scale Factor Converg.
 GR1558;SPC AZ W     -   568,251.782   182,637.428   MT  0.99994496   -0 12 04.3
 GR1558;SPC AZ W     - 1,864,343.12    599,204.16   iFT  0.99994496   -0 12 04.3
 GR1558;SPC NV E     - 8,153,367.557   334,309.336   MT  1.00012220   +0 52 47.0
 GR1558;SPC NV E     -26,749,840.06  1,096,813.21   sFT  1.00012220   +0 52 47.0
 GR1558;UTM  11      - 4,001,529.607   761,780.900   MT  1.00044447   +1 42 56.6
 GR1558
 GR1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1558!SPC AZ W     -   0.99994499  x   0.99994496  =   0.99988996
 GR1558!SPC NV E     -   0.99994499  x   1.00012220  =   1.00006719
 GR1558!UTM  11      -   0.99994499  x   1.00044447  =   1.00038944
 GR1558
 GR1558                          SUPERSEDED SURVEY CONTROL
 GR1558
 GR1558  NAD 83(1986)-  36 07 23.41628(N)    114 05 28.66531(W) AD(       ) 3
 GR1558  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1558
 GR1558.Superseded values are not recommended for survey control.
 GR1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1558.See file dsdata.txt to determine how the superseded data were derived.
 GR1558
 GR1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6178101530(NAD 83)
 GR1558_MARKER: DS = TRIANGULATION STATION DISK
 GR1558_SETTING: 66 = SET IN ROCK OUTCROP
 GR1558_SP_SET: SET IN ROCK OUTCROP
 GR1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1558+STABILITY: POSITION/ELEVATION WELL
 GR1558
 GR1558  HISTORY     - Date     Condition        Report By
 GR1558  HISTORY     - 1948     MONUMENTED       USGS
 GR1558
 GR1558                          STATION DESCRIPTION
 GR1558
 GR1558'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1558'NOT OCCUPIED.
 GR1558'
 GR1558'LOCATED ABOUT 1.3 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1558'ABOUT 5 FT. E. OF HIGH WATER MARK AT WEST END OF SPUR RIDGE,
 GR1558'ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1558'
 GR1558'STATION MARK--STANDARD TABLET STAMPED---A 67 1948---, CEMENTED IN
 GR1558'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0765 ***********************************************************************
 DU0765  DESIGNATION -  A 68
 DU0765  PID         -  DU0765
 DU0765  STATE/COUNTY-  AZ/MARICOPA
 DU0765  USGS QUAD   -  CHANDLER (1981)
 DU0765
 DU0765                         *CURRENT SURVEY CONTROL
 DU0765  ___________________________________________________________________
 DU0765* NAD 83(1986)-  33 21 40.     (N)    111 48 13.     (W)     SCALED    
 DU0765* NAVD 88     -       373.80   (+/-2cm)    1226.4    (feet)  VERTCON   
 DU0765  ___________________________________________________________________
 DU0765  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0765
 DU0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0765
 DU0765.The horizontal coordinates were scaled from a topographic map and have
 DU0765.an estimated accuracy of +/- 6 seconds.
 DU0765
 DU0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0765.The vertical order pertains to the NGVD 29 superseded value.
 DU0765
 DU0765.The geoid height was determined by GEOID03.
 DU0765
 DU0765;                    North         East    Units  Estimated Accuracy
 DU0765;SPC AZ C     -   261,800.      223,880.      MT  (+/- 180 meters Scaled)
 DU0765
 DU0765                          SUPERSEDED SURVEY CONTROL
 DU0765
 DU0765  NGVD 29 (??/??/92)  373.264  (m)         1224.62   (f) ADJ UNCH    2 0
 DU0765
 DU0765.Superseded values are not recommended for survey control.
 DU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0765.See file dsdata.txt to determine how the superseded data were derived.
 DU0765
 DU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB252916(NAD 83)
 DU0765_MARKER: DB = BENCH MARK DISK
 DU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0765_STAMPING: A-68 1934
 DU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0765+STABILITY: SURFACE MOTION
 DU0765
 DU0765  HISTORY     - Date     Condition        Report By
 DU0765  HISTORY     - 1934     MONUMENTED       CGS
 DU0765  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU0765
 DU0765                          STATION DESCRIPTION
 DU0765
 DU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0765'1.0 MI N FROM GILBERT.
 DU0765'1.0 MI NORTH ON S.P. RY. 1 POLE NORTHWEST OF MILE POLE NO. 926, 27
 DU0765'FEET WEST OF THE CENTERLINE OF BRIDGE NO. 925-J, AND 6 FEET NORTHEAST
 DU0765'OF THE TELEPHONE POLE.
 DU0765
 DU0765                          STATION RECOVERY (2005)
 DU0765
 DU0765'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0765'FOUND MILE POLE 926, AND BRIDGE 925-J. FOUND TELEPHONE POLES IN THE
 DU0765'AREA, BUT NONE APPEARED TO BE IN THE CORRECT LOCATION. THE AREA 25
 DU0765'FEET WEST FROM THE CENTERLINE OF BRIDGE 925-J CONTAINS A LOT OF DEBRIS
 DU0765'AND SOME SMALL TREES. PROBED THE GROUND IN THE AREA BUT COULD NOT
 DU0765'DETECT THE MONUMENT. A METAL DETECTOR WOULD PROBABLY HELP IN THE
 DU0765'RECOVERY OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0247 ***********************************************************************
 ER0247  DESIGNATION -  A 68
 ER0247  PID         -  ER0247
 ER0247  STATE/COUNTY-  AZ/APACHE
 ER0247  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0247
 ER0247                         *CURRENT SURVEY CONTROL
 ER0247  ___________________________________________________________________
 ER0247* NAD 83(1986)-  34 01 50.     (N)    109 09 57.     (W)     SCALED    
 ER0247* NAVD 88     -      2391.291  (meters)    7845.43   (feet)  ADJUSTED  
 ER0247  ___________________________________________________________________
 ER0247  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 ER0247  DYNAMIC HT  -        2387.488 (meters)    7832.95  (feet)  COMP
 ER0247  MODELED GRAV-     978,958.9   (mgal)                       NAVD 88
 ER0247
 ER0247  VERT ORDER  -  SECOND    CLASS 0
 ER0247
 ER0247.The horizontal coordinates were scaled from a topographic map and have
 ER0247.an estimated accuracy of +/- 6 seconds.
 ER0247
 ER0247.The orthometric height was determined by differential leveling
 ER0247.and adjusted by the National Geodetic Survey in June 1991..
 ER0247
 ER0247.The geoid height was determined by GEOID03.
 ER0247
 ER0247.The dynamic height is computed by dividing the NAVD 88
 ER0247.geopotential number by the normal gravity value computed on the
 ER0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0247.degrees latitude (g = 980.6199 gals.).
 ER0247
 ER0247.The modeled gravity was interpolated from observed gravity values.
 ER0247
 ER0247;                    North         East    Units  Estimated Accuracy
 ER0247;SPC AZ E     -   336,500.      305,780.      MT  (+/- 180 meters Scaled)
 ER0247
 ER0247                          SUPERSEDED SURVEY CONTROL
 ER0247
 ER0247  NGVD 29 (??/??/92) 2390.292  (m)         7842.15   (f) ADJ UNCH    2 0
 ER0247
 ER0247.Superseded values are not recommended for survey control.
 ER0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0247.See file dsdata.txt to determine how the superseded data were derived.
 ER0247
 ER0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC693670(NAD 83)
 ER0247_MARKER: DB = BENCH MARK DISK
 ER0247_SETTING: 66 = SET IN ROCK OUTCROP
 ER0247_SP_SET: ROCK OUTCROP
 ER0247_STAMPING: A 98 1935
 ER0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0247+STABILITY: POSITION/ELEVATION WELL
 ER0247
 ER0247  HISTORY     - Date     Condition        Report By
 ER0247  HISTORY     - 1935     MONUMENTED       CGS
 ER0247  HISTORY     - 1974     GOOD             USGS
 ER0247  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0247  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0247
 ER0247                          STATION DESCRIPTION
 ER0247
 ER0247'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0247'8.3 MI SE FROM DRAKE.
 ER0247'ABOUT 8.3 MI. NORTH AND EAST ALONG THE AT AND FS RR. FROM THE GRX AT
 ER0247'DRAKE, YAVAPAI, COUNTY, ABOUT 2.5 MI. NORTHWEST OF BEAR, ABOUT 0.3 MI.
 ER0247'EAST OF A GRX, ABOUT 0.25 MI. WEST OF A CORRAL, 0.1 MI NORTHEAST OF
 ER0247'THE TRACKS, 125 FEET SOUTH OF CENTER LINE OF A TRACK ROAD IN SOME
 ER0247'SCATTERED TREES.  A STANDARD DISK, SET IN THE TOP OF A ROCK OUTCROP
 ER0247'FLUSH TO THE GROUND, STAMPED A 98 1935.
 ER0247
 ER0247                          STATION RECOVERY (2005)
 ER0247
 ER0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0247'MARK NOT FOUND.
 ER0247
 ER0247                          STATION RECOVERY (2005)
 ER0247
 ER0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1559 ***********************************************************************
 GR1559  DESIGNATION -  A 68
 GR1559  PID         -  GR1559
 GR1559  STATE/COUNTY-  AZ/MOHAVE
 GR1559  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1559
 GR1559                         *CURRENT SURVEY CONTROL
 GR1559  ___________________________________________________________________
 GR1559* NAD 83(1992)-  36 08 07.36442(N)    114 05 31.03980(W)     ADJUSTED  
 GR1559* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1559  ___________________________________________________________________
 GR1559  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GR1559  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GR1559
 GR1559  HORZ ORDER  -  THIRD
 GR1559
 GR1559.The horizontal coordinates were established by classical geodetic methods
 GR1559.and adjusted by the National Geodetic Survey in August 1993..
 GR1559
 GR1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1559
 GR1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1559
 GR1559.The geoid height was determined by GEOID03.
 GR1559
 GR1559;                    North         East     Units Scale Factor Converg.
 GR1559;SPC AZ W     -   569,606.223   182,582.809   MT  0.99994500   -0 12 05.9
 GR1559;SPC AZ W     - 1,868,786.82    599,024.96   iFT  0.99994500   -0 12 05.9
 GR1559;SPC NV E     - 8,154,720.966   334,229.158   MT  1.00012194   +0 52 46.5
 GR1559;SPC NV E     -26,754,280.37  1,096,550.16   sFT  1.00012194   +0 52 46.5
 GR1559;UTM  11      - 4,002,882.138   761,680.949   MT  1.00044382   +1 42 57.0
 GR1559
 GR1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1559!SPC AZ W     -   0.99994876  x   0.99994500  =   0.99989376
 GR1559!SPC NV E     -   0.99994876  x   1.00012194  =   1.00007069
 GR1559!UTM  11      -   0.99994876  x   1.00044382  =   1.00039255
 GR1559
 GR1559:                Primary Azimuth Mark                     Grid Az
 GR1559:SPC AZ W     -  A 66                                     194 56 33.6
 GR1559:SPC NV E     -  A 66                                     193 51 41.2
 GR1559:UTM  11      -  A 66                                     193 01 30.7
 GR1559
 GR1559|---------------------------------------------------------------------|
 GR1559| PID    Reference Object                     Distance      Geod. Az  |
 GR1559|                                                           dddmmss.s |
 GR1559| GR1557 A 66                                APPROX. 2.9 KM 1944427.7 |
 GR1559|---------------------------------------------------------------------|
 GR1559
 GR1559                          SUPERSEDED SURVEY CONTROL
 GR1559
 GR1559  NAD 83(1986)-  36 08 07.35516(N)    114 05 31.04023(W) AD(       ) 3
 GR1559  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1559
 GR1559.Superseded values are not recommended for survey control.
 GR1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1559.See file dsdata.txt to determine how the superseded data were derived.
 GR1559
 GR1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6168102882(NAD 83)
 GR1559_MARKER: DS = TRIANGULATION STATION DISK
 GR1559_SETTING: 66 = SET IN ROCK OUTCROP
 GR1559_SP_SET: SET IN ROCK OUTCROP
 GR1559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1559+STABILITY: POSITION/ELEVATION WELL
 GR1559
 GR1559  HISTORY     - Date     Condition        Report By
 GR1559  HISTORY     - 1948     MONUMENTED       USGS
 GR1559
 GR1559                          STATION DESCRIPTION
 GR1559
 GR1559'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1559'LOCATED ABOUT 2 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1559'PROMINENT LEDGE ON STEEP SIDEHILL, ABOUT 20 FT. ABOVE HIGH WATER
 GR1559'MARK.
 GR1559'
 GR1559'TO REACH NOT GIVEN.
 GR1559'
 GR1559'STATION MARK--STANDARD TABLET STAMPED---A 68 1948---, CEMENTED IN
 GR1559'ROCK OUTCROP.
 GR1559'
 GR1559'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1066 ***********************************************************************
 CZ1066  DESIGNATION -  A 69
 CZ1066  PID         -  CZ1066
 CZ1066  STATE/COUNTY-  AZ/PINAL
 CZ1066  USGS QUAD   -  ELOY NORTH (1992)
 CZ1066
 CZ1066                         *CURRENT SURVEY CONTROL
 CZ1066  ___________________________________________________________________
 CZ1066* NAD 83(1986)-  32 46 31.     (N)    111 30 39.     (W)     SCALED    
 CZ1066* NAVD 88     -       473.90   (+/-2cm)    1554.8    (feet)  VERTCON   
 CZ1066  ___________________________________________________________________
 CZ1066  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ1066
 CZ1066  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1066
 CZ1066.The horizontal coordinates were scaled from a topographic map and have
 CZ1066.an estimated accuracy of +/- 6 seconds.
 CZ1066
 CZ1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1066.The vertical order pertains to the NGVD 29 superseded value.
 CZ1066
 CZ1066.The geoid height was determined by GEOID03.
 CZ1066
 CZ1066;                    North         East    Units  Estimated Accuracy
 CZ1066;SPC AZ C     -   196,910.      251,380.      MT  (+/- 180 meters Scaled)
 CZ1066
 CZ1066                          SUPERSEDED SURVEY CONTROL
 CZ1066
 CZ1066  NGVD 29 (??/??/92)  473.370  (m)         1553.05   (f) ADJ UNCH    1 2
 CZ1066
 CZ1066.Superseded values are not recommended for survey control.
 CZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1066.See file dsdata.txt to determine how the superseded data were derived.
 CZ1066
 CZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521264(NAD 83)
 CZ1066_MARKER: DB = BENCH MARK DISK
 CZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1066_STAMPING: A 69 1934
 CZ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1066+STABILITY: SURFACE MOTION
 CZ1066
 CZ1066  HISTORY     - Date     Condition        Report By
 CZ1066  HISTORY     - 1934     MONUMENTED       CGS
 CZ1066  HISTORY     - 1967     GOOD             NGS
 CZ1066  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1066
 CZ1066                          STATION DESCRIPTION
 CZ1066
 CZ1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1066'4.5 MI N FROM PICACHO.
 CZ1066'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1066'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 3.5 MILE NORTH ALONG
 CZ1066'THE SOUTHERN PACIFIC RAILROAD, IN S 34, T 7 S, R 8 E, 0.15 MILE SOUTH
 CZ1066'OF THE CROSSING OF THE RAILROAD AND A ROAD, 23 1/2 FEET WEST OF THE
 CZ1066'WEST RAIL OF THE TRACKS, 18 FEET EAST OF MILEPOST 976, 49 FEET EAST OF
 CZ1066'THE EAST CONCRETE BANK OF AN IRRIGATION CANAL, 5 FEET WEST OF THE
 CZ1066'CENTER LINE OF A DIRT ROAD, 2.0 FEET SOUTH OF A WOODEN WITNESS POST,
 CZ1066'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 CZ1066'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CZ1066'INCHES.
 CZ1066
 CZ1066                          STATION RECOVERY (1977)
 CZ1066
 CZ1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1560 ***********************************************************************
 GR1560  DESIGNATION -  A 69
 GR1560  PID         -  GR1560
 GR1560  STATE/COUNTY-  AZ/MOHAVE
 GR1560  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1560
 GR1560                         *CURRENT SURVEY CONTROL
 GR1560  ___________________________________________________________________
 GR1560* NAD 83(1992)-  36 08 40.64783(N)    114 05 06.86767(W)     ADJUSTED  
 GR1560* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1560  ___________________________________________________________________
 GR1560  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GR1560  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GR1560
 GR1560  HORZ ORDER  -  THIRD
 GR1560
 GR1560.The horizontal coordinates were established by classical geodetic methods
 GR1560.and adjusted by the National Geodetic Survey in August 1993..
 GR1560
 GR1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1560
 GR1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1560
 GR1560.The geoid height was determined by GEOID03.
 GR1560
 GR1560;                    North         East     Units Scale Factor Converg.
 GR1560;SPC AZ W     -   570,629.937   183,190.678   MT  0.99994454   -0 11 51.8
 GR1560;SPC AZ W     - 1,872,145.46    601,019.28   iFT  0.99994454   -0 11 51.8
 GR1560;SPC NV E     - 8,155,756.154   334,817.704   MT  1.00012389   +0 53 01.5
 GR1560;SPC NV E     -26,757,676.65  1,098,481.08   sFT  1.00012389   +0 53 01.5
 GR1560;UTM  11      - 4,003,926.143   762,254.507   MT  1.00044753   +1 43 12.6
 GR1560
 GR1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1560!SPC AZ W     -   0.99994875  x   0.99994454  =   0.99989329
 GR1560!SPC NV E     -   0.99994875  x   1.00012389  =   1.00007264
 GR1560!UTM  11      -   0.99994875  x   1.00044753  =   1.00039626
 GR1560
 GR1560:                Primary Azimuth Mark                     Grid Az
 GR1560:SPC AZ W     -  N 143                                    266 24 00.9
 GR1560:SPC NV E     -  N 143                                    265 19 07.6
 GR1560:UTM  11      -  N 143                                    264 28 56.5
 GR1560
 GR1560|---------------------------------------------------------------------|
 GR1560| PID    Reference Object                     Distance      Geod. Az  |
 GR1560|                                                           dddmmss.s |
 GR1560| GR1650 N 143                               APPROX. 1.9 KM 2661209.1 |
 GR1560|---------------------------------------------------------------------|
 GR1560
 GR1560                          SUPERSEDED SURVEY CONTROL
 GR1560
 GR1560  NAD 83(1986)-  36 08 40.63851(N)    114 05 06.86809(W) AD(       ) 3
 GR1560  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1560
 GR1560.Superseded values are not recommended for survey control.
 GR1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1560.See file dsdata.txt to determine how the superseded data were derived.
 GR1560
 GR1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6225503926(NAD 83)
 GR1560_MARKER: DS = TRIANGULATION STATION DISK
 GR1560_SETTING: 80 = SET IN A BOULDER
 GR1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1560+STABILITY: SURFACE MOTION
 GR1560
 GR1560  HISTORY     - Date     Condition        Report By
 GR1560  HISTORY     - 1948     MONUMENTED       USGS
 GR1560
 GR1560                          STATION DESCRIPTION
 GR1560
 GR1560'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1560'LOCATED ABOUT 2.5 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1560'SMALL LEDGE OF STEEP, ROCKY SIDEHILL, ABOUT 15 FT. ABOVE HIGH
 GR1560'WATER MARK.
 GR1560'
 GR1560'TO REACH NOT GIVEN.
 GR1560'
 GR1560'STATION MARK--STANDARD TABLET STAMPED---A 69 1948---, CEMENTED IN
 GR1560'TOP OF BOULDER SET IN PLACE.
 GR1560'
 GR1560'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0182 ***********************************************************************
 GP0182  DESIGNATION -  A 7
 GP0182  PID         -  GP0182
 GP0182  STATE/COUNTY-  AZ/COCONINO
 GP0182  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0182
 GP0182                         *CURRENT SURVEY CONTROL
 GP0182  ___________________________________________________________________
 GP0182* NAD 83(1986)-  36 30 27.     (N)    111 35 04.     (W)     SCALED    
 GP0182* NAVD 88     -      1677.631  (meters)    5504.03   (feet)  ADJUSTED  
 GP0182  ___________________________________________________________________
 GP0182  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0182  DYNAMIC HT  -        1675.549 (meters)    5497.20  (feet)  COMP
 GP0182  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 GP0182
 GP0182  VERT ORDER  -  FIRST     CLASS II
 GP0182
 GP0182.The horizontal coordinates were scaled from a topographic map and have
 GP0182.an estimated accuracy of +/- 6 seconds.
 GP0182
 GP0182.The orthometric height was determined by differential leveling
 GP0182.and adjusted by the National Geodetic Survey in June 1991..
 GP0182
 GP0182.The geoid height was determined by GEOID03.
 GP0182
 GP0182.The dynamic height is computed by dividing the NAVD 88
 GP0182.geopotential number by the normal gravity value computed on the
 GP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0182.degrees latitude (g = 980.6199 gals.).
 GP0182
 GP0182.The modeled gravity was interpolated from observed gravity values.
 GP0182
 GP0182;                    North         East    Units  Estimated Accuracy
 GP0182;SPC AZ C     -   610,870.      243,120.      MT  (+/- 180 meters Scaled)
 GP0182
 GP0182                          SUPERSEDED SURVEY CONTROL
 GP0182
 GP0182  NGVD 29 (??/??/92) 1676.606  (m)         5500.66   (f) ADJ UNCH    1 2
 GP0182
 GP0182.Superseded values are not recommended for survey control.
 GP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0182.See file dsdata.txt to determine how the superseded data were derived.
 GP0182
 GP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF476403(NAD 83)
 GP0182_MARKER: DB = BENCH MARK DISK
 GP0182_SETTING: 66 = SET IN ROCK OUTCROP
 GP0182_SP_SET: ROCK OUTCROP
 GP0182_STAMPING: A 7 1921 ELEV 5500.996 FT
 GP0182_MARK LOGO: CGS   
 GP0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0182+STABILITY: POSITION/ELEVATION WELL
 GP0182
 GP0182  HISTORY     - Date     Condition        Report By
 GP0182  HISTORY     - 1921     MONUMENTED       CGS
 GP0182  HISTORY     - 1962     GOOD             NGS
 GP0182  HISTORY     - 1978     GOOD             USGS
 GP0182  HISTORY     - 1983     GOOD             NGS
 GP0182
 GP0182                          STATION DESCRIPTION
 GP0182
 GP0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0182'10.7 MI S FROM BITTER SPRINGS.
 GP0182'ABOUT 10.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0182'STATION AT BITTER SPRINGS, 187 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 GP0182'HEADWALL OF A 24-INCH METAL CULVERT, 84 FEET SOUTHWEST OF THE
 GP0182'CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A FENCE, 4.4 FEET WEST
 GP0182'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GP0182'AND SET IN THE TOP OF ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND.
 GP0182
 GP0182                          STATION RECOVERY (1978)
 GP0182
 GP0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0182'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0182'SPRINGS. 10.5 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0182'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0182'IS ADEQUATE.
 GP0182
 GP0182                          STATION RECOVERY (1983)
 GP0182
 GP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
 GP0182'(10.15 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY
 GP0182'89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 1.8 METERS (6 FT)
 GP0182'SOUTHWEST OF THE NORTHEAST AND BOTTOM EDGE OF A MASSIVE PORTION OF
 GP0182'LIMESTONE OUTCROP ON THE NORTHEAST SLOPE OF A HILL, 0.2 KM (0.12 MI)
 GP0182'SOUTHEAST OF MILEPOST 514, 25.6 METERS (84 FT) SOUTHWEST OF THE
 GP0182'HIGHWAY CENTERLINE, 57.0 METERS (187 FT) SOUTHEAST OF THE SOUTHWEST
 GP0182'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 38.7 METERS (127 FT)
 GP0182'NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 4.5 METERS
 GP0182'(15 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0182'THE MARK IS 1.4 METERS  SW FROM A WITNESS POST.
 GP0182'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1561 ***********************************************************************
 GR1561  DESIGNATION -  A 7
 GR1561  PID         -  GR1561
 GR1561  STATE/COUNTY-  AZ/MOHAVE
 GR1561  USGS QUAD   -  HOOVER DAM (1997)
 GR1561
 GR1561                         *CURRENT SURVEY CONTROL
 GR1561  ___________________________________________________________________
 GR1561* NAD 83(1992)-  36 07 15.16436(N)    114 39 51.99490(W)     ADJUSTED  
 GR1561* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1561  ___________________________________________________________________
 GR1561  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 GR1561  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1561
 GR1561  HORZ ORDER  -  THIRD
 GR1561
 GR1561.The horizontal coordinates were established by classical geodetic methods
 GR1561.and adjusted by the National Geodetic Survey in August 1993..
 GR1561
 GR1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1561
 GR1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1561
 GR1561.The geoid height was determined by GEOID03.
 GR1561
 GR1561;                    North         East     Units Scale Factor Converg.
 GR1561;SPC AZ W     -   568,330.489   131,040.865   MT  1.00001680   -0 32 20.7
 GR1561;SPC AZ W     - 1,864,601.34    429,924.10   iFT  1.00001680   -0 32 20.7
 GR1561;SPC NV E     - 8,152,472.902   282,716.736   MT  0.99998428   +0 32 30.1
 GR1561;SPC NV E     -26,746,904.85    927,546.49   sFT  0.99998428   +0 32 30.1
 GR1561;UTM  11      - 3,999,882.083   710,194.401   MT  1.00014442   +1 22 38.3
 GR1561
 GR1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1561!SPC AZ W     -   0.99994449  x   1.00001680  =   0.99996129
 GR1561!SPC NV E     -   0.99994449  x   0.99998428  =   0.99992877
 GR1561!UTM  11      -   0.99994449  x   1.00014442  =   1.00008890
 GR1561
 GR1561:                Primary Azimuth Mark                     Grid Az
 GR1561:SPC AZ W     -  A 6                                      185 27 18.4
 GR1561:SPC NV E     -  A 6                                      184 22 27.6
 GR1561:UTM  11      -  A 6                                      183 32 19.4
 GR1561
 GR1561|---------------------------------------------------------------------|
 GR1561| PID    Reference Object                     Distance      Geod. Az  |
 GR1561|                                                           dddmmss.s |
 GR1561| GR1551 A 6                                 APPROX. 0.8 KM 1845457.7 |
 GR1561|---------------------------------------------------------------------|
 GR1561
 GR1561                          SUPERSEDED SURVEY CONTROL
 GR1561
 GR1561  NAD 83(1986)-  36 07 15.15052(N)    114 39 51.98370(W) AD(       ) 3
 GR1561  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GR1561
 GR1561.Superseded values are not recommended for survey control.
 GR1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1561.See file dsdata.txt to determine how the superseded data were derived.
 GR1561
 GR1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1019499882(NAD 83)
 GR1561_MARKER: DS = TRIANGULATION STATION DISK
 GR1561_SETTING: 0 = UNSPECIFIED SETTING
 GR1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1561
 GR1561  HISTORY     - Date     Condition        Report By
 GR1561  HISTORY     - 1947     MONUMENTED       USGS
 GR1561
 GR1561                          STATION DESCRIPTION
 GR1561
 GR1561'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1561'LOCATED ABOUT 8.6 MI NE. OF HOOVER DAM.  ON HIGHEST PART OF BEACON
 GR1561'ISLAND.
 GR1561'
 GR1561'TO REACH NOT GIVEN.
 GR1561'
 GR1561'STATION MARK--STANDARD TABLET STAMPED---A7 1947---, CEMENTED
 GR1561'SYMETRICALLY IN TOP OF WHITE, CONCRETE, LIGHT BASE.
 GR1561'
 GR1561'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1562 ***********************************************************************
 GR1562  DESIGNATION -  A 70
 GR1562  PID         -  GR1562
 GR1562  STATE/COUNTY-  AZ/MOHAVE
 GR1562  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1562
 GR1562                         *CURRENT SURVEY CONTROL
 GR1562  ___________________________________________________________________
 GR1562* NAD 83(1992)-  36 07 22.25413(N)    114 03 19.33338(W)     ADJUSTED  
 GR1562* NAVD 88     -       924.7    (meters)    3034.     (feet)  VERTCON   
 GR1562  ___________________________________________________________________
 GR1562  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 GR1562  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR1562
 GR1562  HORZ ORDER  -  THIRD
 GR1562
 GR1562.The horizontal coordinates were established by classical geodetic methods
 GR1562.and adjusted by the National Geodetic Survey in August 1993..
 GR1562
 GR1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1562
 GR1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1562
 GR1562.The geoid height was determined by GEOID03.
 GR1562
 GR1562;                    North         East     Units Scale Factor Converg.
 GR1562;SPC AZ W     -   568,204.924   185,871.239   MT  0.99994264   -0 10 48.1
 GR1562;SPC AZ W     - 1,864,189.38    609,813.78   iFT  0.99994264   -0 10 48.1
 GR1562;SPC NV E     - 8,153,381.714   337,544.050   MT  1.00013303   +0 54 03.3
 GR1562;SPC NV E     -26,749,886.51  1,107,425.77   sFT  1.00013303   +0 54 03.3
 GR1562;UTM  11      - 4,001,590.980   765,016.122   MT  1.00046548   +1 44 12.9
 GR1562;UTM  12      - 4,001,898.993   225,014.379   MT  1.00053183   -1 48 08.4
 GR1562
 GR1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1562!SPC AZ W     -   0.99985914  x   0.99994264  =   0.99980179
 GR1562!SPC NV E     -   0.99985914  x   1.00013303  =   0.99999215
 GR1562!UTM  11      -   0.99985914  x   1.00046548  =   1.00032456
 GR1562!UTM  12      -   0.99985914  x   1.00053183  =   1.00039090
 GR1562
 GR1562:                Primary Azimuth Mark                     Grid Az
 GR1562:SPC AZ W     -  N 144                                    312 50 36.1
 GR1562:SPC NV E     -  N 144                                    311 45 44.7
 GR1562:UTM  11      -  N 144                                    310 55 35.1
 GR1562:UTM  12      -  N 144                                    314 27 56.4
 GR1562
 GR1562|---------------------------------------------------------------------|
 GR1562| PID    Reference Object                     Distance      Geod. Az  |
 GR1562|                                                           dddmmss.s |
 GR1562| GR1651 N 144                               APPROX. 4.6 KM 3123948.0 |
 GR1562|---------------------------------------------------------------------|
 GR1562
 GR1562                          SUPERSEDED SURVEY CONTROL
 GR1562
 GR1562  NAD 83(1986)-  36 07 22.24513(N)    114 03 19.33326(W) AD(       ) 3
 GR1562  NGVD 29 (06/27/88)  924.0    (m)         3031.     (f) VERT ANG       
 GR1562
 GR1562.Superseded values are not recommended for survey control.
 GR1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1562.See file dsdata.txt to determine how the superseded data were derived.
 GR1562
 GR1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6501601591(NAD 83)
 GR1562_MARKER: DS = TRIANGULATION STATION DISK
 GR1562_SETTING: 66 = SET IN ROCK OUTCROP
 GR1562_SP_SET: SET IN ROCK OUTCROP
 GR1562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1562+STABILITY: POSITION/ELEVATION WELL
 GR1562
 GR1562  HISTORY     - Date     Condition        Report By
 GR1562  HISTORY     - 1948     MONUMENTED       USGS
 GR1562
 GR1562                          STATION DESCRIPTION
 GR1562
 GR1562'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1562'LOCATED ABOUT 3.3 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT,
 GR1562'ABOUT 3.1 MI W. OF PIERCE FERRY.  ON ONE OF HIGHEST PEAKS OF
 GR1562'HIGHEST RANGE BETWEEN PIERCE FERRY AND ICEBERG CANYON.  PEAK IS
 GR1562'VERY DISTINCTIVE SINCE IT DROPS OFF SHARPLY TO W.  ABOUT 1 MI S.
 GR1562'THERE IS SIMILAR LOOKING PEAK.
 GR1562'
 GR1562'TO REACH NOT GIVEN.
 GR1562'
 GR1562'STATION MARK--STANDARD TABLET STAMPED---A 70 1948---, CEMENTED IN
 GR1562'ROCK OUTCROP.
 GR1562'
 GR1562'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0150 ***********************************************************************
 FQ0150  DESIGNATION -  A 71
 FQ0150  PID         -  FQ0150
 FQ0150  STATE/COUNTY-  AZ/NAVAJO
 FQ0150  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0150
 FQ0150                         *CURRENT SURVEY CONTROL
 FQ0150  ___________________________________________________________________
 FQ0150* NAD 83(1986)-  35 33 53.     (N)    110 49 26.     (W)     SCALED    
 FQ0150* NAVD 88     -      1532.821  (meters)    5028.93   (feet)  ADJUSTED  
 FQ0150  ___________________________________________________________________
 FQ0150  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FQ0150  DYNAMIC HT  -        1530.849 (meters)    5022.46  (feet)  COMP
 FQ0150  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 FQ0150
 FQ0150  VERT ORDER  -  SECOND    CLASS 0
 FQ0150
 FQ0150.The horizontal coordinates were scaled from a topographic map and have
 FQ0150.an estimated accuracy of +/- 6 seconds.
 FQ0150
 FQ0150.The orthometric height was determined by differential leveling
 FQ0150.and adjusted by the National Geodetic Survey in June 1991..
 FQ0150
 FQ0150.The geoid height was determined by GEOID03.
 FQ0150
 FQ0150.The dynamic height is computed by dividing the NAVD 88
 FQ0150.geopotential number by the normal gravity value computed on the
 FQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0150.degrees latitude (g = 980.6199 gals.).
 FQ0150
 FQ0150.The modeled gravity was interpolated from observed gravity values.
 FQ0150
 FQ0150;                    North         East    Units  Estimated Accuracy
 FQ0150;SPC AZ E     -   506,420.      153,780.      MT  (+/- 180 meters Scaled)
 FQ0150
 FQ0150                          SUPERSEDED SURVEY CONTROL
 FQ0150
 FQ0150  NGVD 29 (??/??/92) 1532.023  (m)         5026.31   (f) ADJ UNCH    2 0
 FQ0150
 FQ0150.Superseded values are not recommended for survey control.
 FQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0150.See file dsdata.txt to determine how the superseded data were derived.
 FQ0150
 FQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE159356(NAD 83)
 FQ0150_MARKER: DB = BENCH MARK DISK
 FQ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0150_STAMPING: A 71 1934
 FQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0150+STABILITY: SURFACE MOTION
 FQ0150
 FQ0150  HISTORY     - Date     Condition        Report By
 FQ0150  HISTORY     - 1934     MONUMENTED       CGS
 FQ0150  HISTORY     - 1955     GOOD             NGS
 FQ0150
 FQ0150                          STATION DESCRIPTION
 FQ0150
 FQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0150'25.5 MI SW FROM ORAIBI.
 FQ0150'ABOUT 25.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD LEUPP FROM THE
 FQ0150'POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.4 MILE SOUTHEAST OF A
 FQ0150'LONE TREE WEST OF THE HIGHWAY, AND 52 FEET WEST OF THE CENTER LINE OF
 FQ0150'THE HIGHWAY.  A STANDARD DISK, STAMPED A 71 1934 AND SET IN THE TOP OF
 FQ0150'A CONCRETE POST.
 FQ0150
 FQ0150                          STATION RECOVERY (1955)
 FQ0150
 FQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1563 ***********************************************************************
 GR1563  DESIGNATION -  A 71
 GR1563  PID         -  GR1563
 GR1563  STATE/COUNTY-  AZ/MOHAVE
 GR1563  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1563
 GR1563                         *CURRENT SURVEY CONTROL
 GR1563  ___________________________________________________________________
 GR1563* NAD 83(1992)-  36 09 25.84724(N)    114 04 41.57602(W)     ADJUSTED  
 GR1563* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1563  ___________________________________________________________________
 GR1563  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GR1563  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR1563
 GR1563  HORZ ORDER  -  THIRD
 GR1563
 GR1563.The horizontal coordinates were established by classical geodetic methods
 GR1563.and adjusted by the National Geodetic Survey in August 1993..
 GR1563
 GR1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1563
 GR1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1563
 GR1563.The geoid height was determined by GEOID03.
 GR1563
 GR1563;                    North         East     Units Scale Factor Converg.
 GR1563;SPC AZ W     -   572,020.861   183,827.629   MT  0.99994408   -0 11 37.1
 GR1563;SPC AZ W     - 1,876,708.86    603,109.02   iFT  0.99994408   -0 11 37.1
 GR1563;SPC NV E     - 8,157,159.107   335,428.395   MT  1.00012592   +0 53 17.4
 GR1563;SPC NV E     -26,762,279.50  1,100,484.66   sFT  1.00012592   +0 53 17.4
 GR1563;UTM  11      - 4,005,338.321   762,844.842   MT  1.00045134   +1 43 29.5
 GR1563;UTM  12      - 4,005,773.585   223,078.516   MT  1.00054499   -1 49 02.3
 GR1563
 GR1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1563!SPC AZ W     -   0.99994686  x   0.99994408  =   0.99989094
 GR1563!SPC NV E     -   0.99994686  x   1.00012592  =   1.00007278
 GR1563!UTM  11      -   0.99994686  x   1.00045134  =   1.00039818
 GR1563!UTM  12      -   0.99994686  x   1.00054499  =   1.00049182
 GR1563
 GR1563:                Primary Azimuth Mark                     Grid Az
 GR1563:SPC AZ W     -  A 69                                     204 36 16.8
 GR1563:SPC NV E     -  A 69                                     203 31 22.3
 GR1563:UTM  11      -  A 69                                     202 41 10.2
 GR1563:UTM  12      -  A 69                                     206 13 42.0
 GR1563
 GR1563|---------------------------------------------------------------------|
 GR1563| PID    Reference Object                     Distance      Geod. Az  |
 GR1563|                                                           dddmmss.s |
 GR1563| GR1560 A 69                                APPROX. 1.5 KM 2042439.7 |
 GR1563|---------------------------------------------------------------------|
 GR1563
 GR1563                          SUPERSEDED SURVEY CONTROL
 GR1563
 GR1563  NAD 83(1986)-  36 09 25.83794(N)    114 04 41.57643(W) AD(       ) 3
 GR1563  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1563
 GR1563.Superseded values are not recommended for survey control.
 GR1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1563.See file dsdata.txt to determine how the superseded data were derived.
 GR1563
 GR1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6284505338(NAD 83)
 GR1563_MARKER: DS = TRIANGULATION STATION DISK
 GR1563_SETTING: 66 = SET IN ROCK OUTCROP
 GR1563_SP_SET: SET IN ROCK OUTCROP
 GR1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1563+STABILITY: POSITION/ELEVATION WELL
 GR1563
 GR1563  HISTORY     - Date     Condition        Report By
 GR1563  HISTORY     - 1948     MONUMENTED       USGS
 GR1563
 GR1563                          STATION DESCRIPTION
 GR1563
 GR1563'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1563'LOCATED ABOUT 3 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.  IN
 GR1563'ICEBERG CANYON, ON SMALL BENCH ON ROCKY SIDEHILL, ABOUT 60 FT.
 GR1563'ABOVE HIGH WATER MARK.
 GR1563'
 GR1563'TO REACH NOT GIVEN.
 GR1563'
 GR1563'STATION MARK--STANDARD TABLET STAMPED---A71 1948---, CEMENTED IN
 GR1563'ROCK OUTCROP.
 GR1563'
 GR1563'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0038 ***********************************************************************
 FQ0038  DESIGNATION -  A 72
 FQ0038  PID         -  FQ0038
 FQ0038  STATE/COUNTY-  AZ/NAVAJO
 FQ0038  USGS QUAD   -  INDIAN WELLS (1973)
 FQ0038
 FQ0038                         *CURRENT SURVEY CONTROL
 FQ0038  ___________________________________________________________________
 FQ0038* NAD 83(1986)-  35 28 56.     (N)    110 05 18.     (W)     SCALED    
 FQ0038* NAVD 88     -      1813.520  (meters)    5949.86   (feet)  ADJUSTED  
 FQ0038  ___________________________________________________________________
 FQ0038  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 FQ0038  DYNAMIC HT  -        1811.096 (meters)    5941.90  (feet)  COMP
 FQ0038  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FQ0038
 FQ0038  VERT ORDER  -  SECOND    CLASS 0
 FQ0038
 FQ0038.The horizontal coordinates were scaled from a topographic map and have
 FQ0038.an estimated accuracy of +/- 6 seconds.
 FQ0038
 FQ0038.The orthometric height was determined by differential leveling
 FQ0038.and adjusted by the National Geodetic Survey in June 1991..
 FQ0038
 FQ0038.The geoid height was determined by GEOID03.
 FQ0038
 FQ0038.The dynamic height is computed by dividing the NAVD 88
 FQ0038.geopotential number by the normal gravity value computed on the
 FQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0038.degrees latitude (g = 980.6199 gals.).
 FQ0038
 FQ0038.The modeled gravity was interpolated from observed gravity values.
 FQ0038
 FQ0038;                    North         East    Units  Estimated Accuracy
 FQ0038;SPC AZ E     -   497,070.      220,470.      MT  (+/- 180 meters Scaled)
 FQ0038
 FQ0038                          SUPERSEDED SURVEY CONTROL
 FQ0038
 FQ0038  NGVD 29 (??/??/92) 1812.636  (m)         5946.96   (f) ADJ UNCH    2 0
 FQ0038
 FQ0038.Superseded values are not recommended for survey control.
 FQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0038.See file dsdata.txt to determine how the superseded data were derived.
 FQ0038
 FQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE827269(NAD 83)
 FQ0038_MARKER: DB = BENCH MARK DISK
 FQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0038_STAMPING: A 72 1934
 FQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0038+STABILITY: SURFACE MOTION
 FQ0038
 FQ0038  HISTORY     - Date     Condition        Report By
 FQ0038  HISTORY     - 1934     MONUMENTED       CGS
 FQ0038  HISTORY     - 1972     GOOD             USGS
 FQ0038
 FQ0038                          STATION DESCRIPTION
 FQ0038
 FQ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FQ0038'5.7 MI N FROM INDIAN WELLS.
 FQ0038'5.7 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE BIDAHOCHI TRADING
 FQ0038'POST, NAVAJO COUNTY, 0.2 MILES NORTH OF THE JUNCTION OF THE ROAD
 FQ0038'LEADING TO THE NA AH TEE CO-OP STORE, 41 FEET EAST OF THE CENTERLINE
 FQ0038'OF THE OLD ABANDON HIGHWAY AND 600 FT. WEST OF THE PRESENT STATE
 FQ0038'HIGHWAY 77.  A STANDARD DISK SET IN A CONCRETE POST AND STAMPED A 72
 FQ0038'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1564 ***********************************************************************
 GR1564  DESIGNATION -  A 72
 GR1564  PID         -  GR1564
 GR1564  STATE/COUNTY-  AZ/MOHAVE
 GR1564  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1564
 GR1564                         *CURRENT SURVEY CONTROL
 GR1564  ___________________________________________________________________
 GR1564* NAD 83(1992)-  36 10 15.11856(N)    114 04 15.76938(W)     ADJUSTED  
 GR1564* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1564  ___________________________________________________________________
 GR1564  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GR1564  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1564
 GR1564  HORZ ORDER  -  THIRD
 GR1564
 GR1564.The horizontal coordinates were established by classical geodetic methods
 GR1564.and adjusted by the National Geodetic Survey in August 1993..
 GR1564
 GR1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1564
 GR1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1564
 GR1564.The geoid height was determined by GEOID03.
 GR1564
 GR1564;                    North         East     Units Scale Factor Converg.
 GR1564;SPC AZ W     -   573,537.291   184,477.665   MT  0.99994361   -0 11 22.1
 GR1564;SPC AZ W     - 1,881,684.03    605,241.68   iFT  0.99994361   -0 11 22.1
 GR1564;SPC NV E     - 8,158,687.821   336,049.794   MT  1.00012800   +0 53 33.7
 GR1564;SPC NV E     -26,767,294.96  1,102,523.37   sFT  1.00012800   +0 53 33.7
 GR1564;UTM  11      - 4,006,876.449   763,444.043   MT  1.00045523   +1 43 46.7
 GR1564;UTM  12      - 4,007,271.881   223,771.679   MT  1.00054026   -1 48 49.2
 GR1564
 GR1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1564!SPC AZ W     -   0.99994733  x   0.99994361  =   0.99989094
 GR1564!SPC NV E     -   0.99994733  x   1.00012800  =   1.00007532
 GR1564!UTM  11      -   0.99994733  x   1.00045523  =   1.00040253
 GR1564!UTM  12      -   0.99994733  x   1.00054026  =   1.00048756
 GR1564
 GR1564:                Primary Azimuth Mark                     Grid Az
 GR1564:SPC AZ W     -  A 71                                     203 12 10.8
 GR1564:SPC NV E     -  A 71                                     202 07 15.0
 GR1564:UTM  11      -  A 71                                     201 17 02.0
 GR1564:UTM  12      -  A 71                                     204 49 37.9
 GR1564
 GR1564|---------------------------------------------------------------------|
 GR1564| PID    Reference Object                     Distance      Geod. Az  |
 GR1564|                                                           dddmmss.s |
 GR1564| GR1563 A 71                                APPROX. 1.6 KM 2030048.7 |
 GR1564| GR1654 N 147                               361.750 METERS 29947     |
 GR1564|---------------------------------------------------------------------|
 GR1564
 GR1564                          SUPERSEDED SURVEY CONTROL
 GR1564
 GR1564  NAD 83(1986)-  36 10 15.10947(N)    114 04 15.76972(W) AD(       ) 3
 GR1564  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1564
 GR1564.Superseded values are not recommended for survey control.
 GR1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1564.See file dsdata.txt to determine how the superseded data were derived.
 GR1564
 GR1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6344406876(NAD 83)
 GR1564_MARKER: DS = TRIANGULATION STATION DISK
 GR1564_SETTING: 66 = SET IN ROCK OUTCROP
 GR1564_SP_SET: SET IN ROCK OUTCROP
 GR1564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1564+STABILITY: POSITION/ELEVATION WELL
 GR1564
 GR1564  HISTORY     - Date     Condition        Report By
 GR1564  HISTORY     - 1948     MONUMENTED       USGS
 GR1564
 GR1564                          STATION DESCRIPTION
 GR1564
 GR1564'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1564'LOCATED ABOUT 1.9 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1564'IN ICEBERG CANYON, ON SMALL TOP AT END OF RIDGE, ABOUT 5 FT.
 GR1564'ABOVE HIGH WATER MARK.
 GR1564'
 GR1564'TO REACH NOT GIVEN.
 GR1564'
 GR1564'STATION MARK--STANDARD TABLET STAMPED---A 72 1948---, CEMENTED IN
 GR1564'ROCK OUTCROP.
 GR1564'
 GR1564'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0329 ***********************************************************************
 FP0329  DESIGNATION -  A 73
 FP0329  PID         -  FP0329
 FP0329  STATE/COUNTY-  AZ/APACHE
 FP0329  USGS QUAD   -  STEAMBOAT CANYON (1972)
 FP0329
 FP0329                         *CURRENT SURVEY CONTROL
 FP0329  ___________________________________________________________________
 FP0329* NAD 83(1986)-  35 44 59.     (N)    109 50 50.     (W)     SCALED    
 FP0329* NAVD 88     -      1959.036  (meters)    6427.27   (feet)  ADJUSTED  
 FP0329  ___________________________________________________________________
 FP0329  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0329  DYNAMIC HT  -        1956.409 (meters)    6418.65  (feet)  COMP
 FP0329  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 FP0329
 FP0329  VERT ORDER  -  SECOND    CLASS 0
 FP0329
 FP0329.The horizontal coordinates were scaled from a topographic map and have
 FP0329.an estimated accuracy of +/- 6 seconds.
 FP0329
 FP0329.The orthometric height was determined by differential leveling
 FP0329.and adjusted by the National Geodetic Survey in June 1991..
 FP0329
 FP0329.The geoid height was determined by GEOID03.
 FP0329
 FP0329.The dynamic height is computed by dividing the NAVD 88
 FP0329.geopotential number by the normal gravity value computed on the
 FP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0329.degrees latitude (g = 980.6199 gals.).
 FP0329
 FP0329.The modeled gravity was interpolated from observed gravity values.
 FP0329
 FP0329;                    North         East    Units  Estimated Accuracy
 FP0329;SPC AZ E     -   526,790.      242,250.      MT  (+/- 180 meters Scaled)
 FP0329
 FP0329                          SUPERSEDED SURVEY CONTROL
 FP0329
 FP0329  NGVD 29 (??/??/92) 1958.101  (m)         6424.20   (f) ADJ UNCH    2 0
 FP0329
 FP0329.Superseded values are not recommended for survey control.
 FP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0329.See file dsdata.txt to determine how the superseded data were derived.
 FP0329
 FP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE042568(NAD 83)
 FP0329_MARKER: DB = BENCH MARK DISK
 FP0329_SETTING: 80 = SET IN A BOULDER
 FP0329_SP_SET: BOULDER
 FP0329_STAMPING: A 73 1934
 FP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0329+STABILITY: SURFACE MOTION
 FP0329
 FP0329  HISTORY     - Date     Condition        Report By
 FP0329  HISTORY     - 1934     MONUMENTED       CGS
 FP0329  HISTORY     - 1972     MARK NOT FOUND   USGS
 FP0329
 FP0329                          STATION DESCRIPTION
 FP0329
 FP0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0329'21.0 MI W FROM GANADO.
 FP0329'21.0 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE
 FP0329'COUNTY, 0.6 MILE EAST OF STEAMBOAT TRADING POST, 0.4 MILE WEST OF A
 FP0329'SMALL DAM ON THE NORTH SIDE OF THE ROAD, 0.1 MILE EAST OF A LARGE
 FP0329'STONE HOUSE USED IN 1934 AS A GOVERNMENT DAY SCHOOL, AT THE BASE OF A
 FP0329'HIGH ROCKY CLIFF, 60 FEET EAST OF A DRY WASH, 126 FEET NORTH OF THE
 FP0329'CENTERLINE OF THE ROAD, AND IN THE TOP OF THE WEST END OF A LARGE GRAY
 FP0329'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED A 73 1934.
 FP0329
 FP0329                          STATION RECOVERY (1972)
 FP0329
 FP0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1565 ***********************************************************************
 GR1565  DESIGNATION -  A 73
 GR1565  PID         -  GR1565
 GR1565  STATE/COUNTY-  AZ/MOHAVE
 GR1565  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1565
 GR1565                         *CURRENT SURVEY CONTROL
 GR1565  ___________________________________________________________________
 GR1565* NAD 83(1992)-  36 10 42.28322(N)    114 03 58.73836(W)     ADJUSTED  
 GR1565* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 GR1565  ___________________________________________________________________
 GR1565  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GR1565  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GR1565
 GR1565  HORZ ORDER  -  THIRD
 GR1565
 GR1565.The horizontal coordinates were established by classical geodetic methods
 GR1565.and adjusted by the National Geodetic Survey in August 1993..
 GR1565
 GR1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1565
 GR1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1565
 GR1565.The geoid height was determined by GEOID03.
 GR1565
 GR1565;                    North         East     Units Scale Factor Converg.
 GR1565;SPC AZ W     -   574,373.134   184,905.995   MT  0.99994331   -0 11 12.2
 GR1565;SPC AZ W     - 1,884,426.29    606,646.97   iFT  0.99994331   -0 11 12.2
 GR1565;SPC NV E     - 8,159,531.761   336,462.337   MT  1.00012938   +0 53 44.3
 GR1565;SPC NV E     -26,770,063.79  1,103,876.85   sFT  1.00012938   +0 53 44.3
 GR1565;UTM  11      - 4,007,726.605   763,844.344   MT  1.00045783   +1 43 57.9
 GR1565;UTM  12      - 4,008,095.736   224,223.799   MT  1.00053718   -1 48 40.3
 GR1565
 GR1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1565!SPC AZ W     -   0.99994779  x   0.99994331  =   0.99989110
 GR1565!SPC NV E     -   0.99994779  x   1.00012938  =   1.00007717
 GR1565!UTM  11      -   0.99994779  x   1.00045783  =   1.00040560
 GR1565!UTM  12      -   0.99994779  x   1.00053718  =   1.00048494
 GR1565
 GR1565:                Primary Azimuth Mark                     Grid Az
 GR1565:SPC AZ W     -  A 72                                     207 07 58.8
 GR1565:SPC NV E     -  A 72                                     206 03 02.3
 GR1565:UTM  11      -  A 72                                     205 12 48.7
 GR1565:UTM  12      -  A 72                                     208 45 26.9
 GR1565
 GR1565|---------------------------------------------------------------------|
 GR1565| PID    Reference Object                     Distance      Geod. Az  |
 GR1565|                                                           dddmmss.s |
 GR1565| GR1564 A 72                                APPROX. 0.9 KM 2065646.6 |
 GR1565|---------------------------------------------------------------------|
 GR1565
 GR1565                          SUPERSEDED SURVEY CONTROL
 GR1565
 GR1565  NAD 83(1986)-  36 10 42.27431(N)    114 03 58.73861(W) AD(       ) 3
 GR1565  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG       
 GR1565
 GR1565.Superseded values are not recommended for survey control.
 GR1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1565.See file dsdata.txt to determine how the superseded data were derived.
 GR1565
 GR1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6384407727(NAD 83)
 GR1565_MARKER: DS = TRIANGULATION STATION DISK
 GR1565_SETTING: 66 = SET IN ROCK OUTCROP
 GR1565_SP_SET: SET IN ROCK OUTCROP
 GR1565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1565+STABILITY: POSITION/ELEVATION WELL
 GR1565
 GR1565  HISTORY     - Date     Condition        Report By
 GR1565  HISTORY     - 1948     MONUMENTED       USGS
 GR1565
 GR1565                          STATION DESCRIPTION
 GR1565
 GR1565'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1565'LOCATED ABOUT 1.1 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1565'IN ICEBERG CANYON, ABOUT 40 FT. SE. OF MOST SOUTHEASTERLY OF TWO
 GR1565'SMALL TOPS, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1565'
 GR1565'TO REACH NOT GIVEN.
 GR1565'
 GR1565'STATION MARK--STANDARD TABLET STAMPED---A 73 1948---, CEMENTED IN
 GR1565'ROCK OUTCROP.
 GR1565'
 GR1565'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1566 ***********************************************************************
 GR1566  DESIGNATION -  A 74
 GR1566  PID         -  GR1566
 GR1566  STATE/COUNTY-  AZ/MOHAVE
 GR1566  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1566
 GR1566                         *CURRENT SURVEY CONTROL
 GR1566  ___________________________________________________________________
 GR1566* NAD 83(1992)-  36 11 16.91586(N)    114 03 26.77869(W)     ADJUSTED  
 GR1566* NAVD 88     -       356.6    (meters)    1170.     (feet)  VERTCON   
 GR1566  ___________________________________________________________________
 GR1566  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GR1566  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1566
 GR1566  HORZ ORDER  -  THIRD
 GR1566
 GR1566.The horizontal coordinates were established by classical geodetic methods
 GR1566.and adjusted by the National Geodetic Survey in August 1993..
 GR1566
 GR1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1566
 GR1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1566
 GR1566.The geoid height was determined by GEOID03.
 GR1566
 GR1566;                    North         East     Units Scale Factor Converg.
 GR1566;SPC AZ W     -   575,437.979   185,707.965   MT  0.99994275   -0 10 53.5
 GR1566;SPC AZ W     - 1,887,919.88    609,278.10   iFT  0.99994275   -0 10 53.5
 GR1566;SPC NV E     - 8,160,611.770   337,244.193   MT  1.00013202   +0 54 03.9
 GR1566;SPC NV E     -26,773,607.12  1,106,441.99   sFT  1.00013202   +0 54 03.9
 GR1566;UTM  11      - 4,008,818.282   764,610.588   MT  1.00046282   +1 44 18.3
 GR1566;UTM  12      - 4,009,138.033   225,056.129   MT  1.00053153   -1 48 22.9
 GR1566
 GR1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1566!SPC AZ W     -   0.99994826  x   0.99994275  =   0.99989101
 GR1566!SPC NV E     -   0.99994826  x   1.00013202  =   1.00008027
 GR1566!UTM  11      -   0.99994826  x   1.00046282  =   1.00041106
 GR1566!UTM  12      -   0.99994826  x   1.00053153  =   1.00047976
 GR1566
 GR1566:                Primary Azimuth Mark                     Grid Az
 GR1566:SPC AZ W     -  N 151                                    025 19 08.7
 GR1566:SPC NV E     -  N 151                                    024 14 11.3
 GR1566:UTM  11      -  N 151                                    023 23 56.9
 GR1566:UTM  12      -  N 151                                    026 56 38.1
 GR1566
 GR1566|---------------------------------------------------------------------|
 GR1566| PID    Reference Object                     Distance      Geod. Az  |
 GR1566|                                                           dddmmss.s |
 GR1566| GR1659 N 151                               APPROX. 0.6 KM 0250815.2 |
 GR1566| GR1655 N 148                               APPROX. 1.0 KM 2450121.8 |
 GR1566|---------------------------------------------------------------------|
 GR1566
 GR1566                          SUPERSEDED SURVEY CONTROL
 GR1566
 GR1566  NAD 83(1986)-  36 11 16.90721(N)    114 03 26.77879(W) AD(       ) 3
 GR1566  NGVD 29 (06/27/88)  356.0    (m)         1168.     (f) VERT ANG       
 GR1566
 GR1566.Superseded values are not recommended for survey control.
 GR1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1566.See file dsdata.txt to determine how the superseded data were derived.
 GR1566
 GR1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6461108818(NAD 83)
 GR1566_MARKER: DS = TRIANGULATION STATION DISK
 GR1566_SETTING: 66 = SET IN ROCK OUTCROP
 GR1566_SP_SET: SET IN ROCK OUTCROP
 GR1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1566+STABILITY: POSITION/ELEVATION WELL
 GR1566
 GR1566  HISTORY     - Date     Condition        Report By
 GR1566  HISTORY     - 1948     MONUMENTED       USGS
 GR1566
 GR1566                          STATION DESCRIPTION
 GR1566
 GR1566'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1566'LOCATED ABOUT 0.4 MI S. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1566'IN ICEBERG CANYON, ABOUT 10 FT. E. OF HIGH WATER MARK AT WEST END
 GR1566'OF RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1566'
 GR1566'TO REACH NOT GIVEN.
 GR1566'
 GR1566'STATION MARK--STANDARD TABLET STAMPED---A 74 1948---, CEMENTED IN
 GR1566'ROCK OUTCROP.
 GR1566'
 GR1566'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0271 ***********************************************************************
 CY0271  DESIGNATION -  A 75
 CY0271  PID         -  CY0271
 CY0271  STATE/COUNTY-  AZ/GREENLEE
 CY0271  USGS QUAD   -  DUNCAN (1986)
 CY0271
 CY0271                         *CURRENT SURVEY CONTROL
 CY0271  ___________________________________________________________________
 CY0271* NAD 83(1986)-  32 43 16.     (N)    109 06 15.     (W)     SCALED    
 CY0271* NAVD 88     -      1111.56   (+/-2cm)    3646.8    (feet)  VERTCON   
 CY0271  ___________________________________________________________________
 CY0271  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CY0271
 CY0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0271
 CY0271.The horizontal coordinates were scaled from a topographic map and have
 CY0271.an estimated accuracy of +/- 6 seconds.
 CY0271
 CY0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0271.The vertical order pertains to the NGVD 29 superseded value.
 CY0271
 CY0271.The geoid height was determined by GEOID03.
 CY0271
 CY0271;                    North         East    Units  Estimated Accuracy
 CY0271;SPC AZ E     -   191,330.      312,960.      MT  (+/- 180 meters Scaled)
 CY0271
 CY0271                          SUPERSEDED SURVEY CONTROL
 CY0271
 CY0271  NGVD 29 (??/??/92) 1110.895  (m)         3644.66   (f) ADJ UNCH    2 0
 CY0271
 CY0271.Superseded values are not recommended for survey control.
 CY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0271.See file dsdata.txt to determine how the superseded data were derived.
 CY0271
 CY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB776219(NAD 83)
 CY0271_MARKER: DB = BENCH MARK DISK
 CY0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0271_STAMPING: A-75 1934
 CY0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0271+STABILITY: SURFACE MOTION
 CY0271
 CY0271  HISTORY     - Date     Condition        Report By
 CY0271  HISTORY     - 1934     MONUMENTED       CGS
 CY0271
 CY0271                          STATION DESCRIPTION
 CY0271
 CY0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0271'IN DUNCAN.
 CY0271'145 FT. S. OF THE RAILWAY STATION., 25 FT. S. OF THE CENTER LINE OF
 CY0271'U.S. NO. 180, 10 FT. E. OF THE N.W. CORNER OF CONC. LANDING, AND SET
 CY0271'IN THE N.W. CORNER OF CONC. LANDING IN FRONT OF DUNCAN MERCANTILE CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1567 ***********************************************************************
 GR1567  DESIGNATION -  A 75
 GR1567  PID         -  GR1567
 GR1567  STATE/COUNTY-  AZ/MOHAVE
 GR1567  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1567
 GR1567                         *CURRENT SURVEY CONTROL
 GR1567  ___________________________________________________________________
 GR1567* NAD 83(1992)-  36 10 08.87522(N)    114 03 52.94039(W)     ADJUSTED  
 GR1567* NAVD 88     -       658.6    (meters)    2161.     (feet)  VERTCON   
 GR1567  ___________________________________________________________________
 GR1567  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GR1567  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1567
 GR1567  HORZ ORDER  -  THIRD
 GR1567
 GR1567.The horizontal coordinates were established by classical geodetic methods
 GR1567.and adjusted by the National Geodetic Survey in August 1993..
 GR1567
 GR1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1567
 GR1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1567
 GR1567.The geoid height was determined by GEOID03.
 GR1567
 GR1567;                    North         East     Units Scale Factor Converg.
 GR1567;SPC AZ W     -   573,342.997   185,047.533   MT  0.99994321   -0 11 08.6
 GR1567;SPC AZ W     - 1,881,046.58    607,111.33   iFT  0.99994321   -0 11 08.6
 GR1567;SPC NV E     - 8,158,504.291   336,623.336   MT  1.00012992   +0 53 47.0
 GR1567;SPC NV E     -26,766,692.83  1,104,405.06   sFT  1.00012992   +0 53 47.0
 GR1567;UTM  11      - 4,006,701.258   764,020.393   MT  1.00045897   +1 43 60.0
 GR1567;UTM  12      - 4,007,061.388   224,336.147   MT  1.00053642   -1 48 35.4
 GR1567
 GR1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1567!SPC AZ W     -   0.99990088  x   0.99994321  =   0.99984409
 GR1567!SPC NV E     -   0.99990088  x   1.00012992  =   1.00003078
 GR1567!UTM  11      -   0.99990088  x   1.00045897  =   1.00035980
 GR1567!UTM  12      -   0.99990088  x   1.00053642  =   1.00043724
 GR1567
 GR1567:                Primary Azimuth Mark                     Grid Az
 GR1567:SPC AZ W     -  N 144                                    232 27 56.9
 GR1567:SPC NV E     -  N 144                                    231 23 01.3
 GR1567:UTM  11      -  N 144                                    230 32 48.3
 GR1567:UTM  12      -  N 144                                    234 05 23.7
 GR1567
 GR1567|---------------------------------------------------------------------|
 GR1567| PID    Reference Object                     Distance      Geod. Az  |
 GR1567|                                                           dddmmss.s |
 GR1567| GR1651 N 144                               APPROX. 3.3 KM 2321648.3 |
 GR1567|---------------------------------------------------------------------|
 GR1567
 GR1567                          SUPERSEDED SURVEY CONTROL
 GR1567
 GR1567  NAD 83(1986)-  36 10 08.86632(N)    114 03 52.94067(W) AD(       ) 3
 GR1567  NGVD 29 (06/27/88)  658.0    (m)         2159.     (f) VERT ANG       
 GR1567
 GR1567.Superseded values are not recommended for survey control.
 GR1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1567.See file dsdata.txt to determine how the superseded data were derived.
 GR1567
 GR1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6402006701(NAD 83)
 GR1567_MARKER: DS = TRIANGULATION STATION DISK
 GR1567_SETTING: 66 = SET IN ROCK OUTCROP
 GR1567_SP_SET: SET IN ROCK OUTCROP
 GR1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1567+STABILITY: POSITION/ELEVATION WELL
 GR1567
 GR1567  HISTORY     - Date     Condition        Report By
 GR1567  HISTORY     - 1948     MONUMENTED       USGS
 GR1567
 GR1567                          STATION DESCRIPTION
 GR1567
 GR1567'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1567'LOCATED ABOUT 4.2 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1567'ABOUT 20 FT. N. OF WEST TOP OF TWO EQUALLY HIGH TOPS WHICH ARE
 GR1567'HIGHEST TOPS ON EAST SIDE OF ICEBERG CANYON, ABOUT 500 FT. ABOVE
 GR1567'HIGH WATER MARK.
 GR1567'
 GR1567'TO REACH NOT GIVEN.
 GR1567'
 GR1567'STATION MARK--STANDARD TABLET STAMPED---A 75 1948---, CEMENTED IN
 GR1567'ROCK OUTCROP.
 GR1567'
 GR1567'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0376 ***********************************************************************
 CG0376  DESIGNATION -  A 76
 CG0376  PID         -  CG0376
 CG0376  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0376  USGS QUAD   -  AMADO (1981)
 CG0376
 CG0376                         *CURRENT SURVEY CONTROL
 CG0376  ___________________________________________________________________
 CG0376* NAD 83(1986)-  31 40 37.     (N)    111 03 01.     (W)     SCALED    
 CG0376* NAVD 88     -       949.34   (+/-2cm)    3114.6    (feet)  VERTCON   
 CG0376  ___________________________________________________________________
 CG0376  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0376
 CG0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0376
 CG0376.The horizontal coordinates were scaled from a topographic map and have
 CG0376.an estimated accuracy of +/- 6 seconds.
 CG0376
 CG0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0376.The vertical order pertains to the NGVD 29 superseded value.
 CG0376
 CG0376.The geoid height was determined by GEOID03.
 CG0376
 CG0376;                    North         East    Units  Estimated Accuracy
 CG0376;SPC AZ C     -    75,380.      295,510.      MT  (+/- 180 meters Scaled)
 CG0376
 CG0376                          SUPERSEDED SURVEY CONTROL
 CG0376
 CG0376  NGVD 29 (??/??/92)  948.538  (m)         3112.00   (f) ADJ UNCH    1 2
 CG0376
 CG0376.Superseded values are not recommended for survey control.
 CG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0376.See file dsdata.txt to determine how the superseded data were derived.
 CG0376
 CG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA952046(NAD 83)
 CG0376_MARKER: DB = BENCH MARK DISK
 CG0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0376_STAMPING: A 76 1934
 CG0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0376+STABILITY: SURFACE MOTION
 CG0376
 CG0376  HISTORY     - Date     Condition        Report By
 CG0376  HISTORY     - 1934     MONUMENTED       CGS
 CG0376  HISTORY     - 1953     GOOD             NGS
 CG0376
 CG0376                          STATION DESCRIPTION
 CG0376
 CG0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0376'2.1 MI S FROM AMADO.
 CG0376'2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0376'WATER TANK AT AMADO, 119 FEET NORTHEAST OF THE CENTER OF BRIDGE
 CG0376'1023.38, 92.0 FEET EAST OF THE EAST RAIL, 97 FEET NORTH OF THE CENTER
 CG0376'OF A WASH, 8 1/2 FEET SOUTHWEST END OF A JOG IN A FENCE, 1.4 FEET WEST
 CG0376'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND SET IN
 CG0376'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1568 ***********************************************************************
 GR1568  DESIGNATION -  A 76
 GR1568  PID         -  GR1568
 GR1568  STATE/COUNTY-  AZ/MOHAVE
 GR1568  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1568
 GR1568                         *CURRENT SURVEY CONTROL
 GR1568  ___________________________________________________________________
 GR1568* NAD 83(1992)-  36 11 31.26932(N)    114 02 47.91617(W)     ADJUSTED  
 GR1568* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1568  ___________________________________________________________________
 GR1568  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GR1568  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1568
 GR1568  HORZ ORDER  -  THIRD
 GR1568
 GR1568.The horizontal coordinates were established by classical geodetic methods
 GR1568.and adjusted by the National Geodetic Survey in August 1993..
 GR1568
 GR1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1568
 GR1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1568
 GR1568.The geoid height was determined by GEOID03.
 GR1568
 GR1568;                    North         East     Units Scale Factor Converg.
 GR1568;SPC AZ W     -   575,877.345   186,680.271   MT  0.99994210   -0 10 30.6
 GR1568;SPC AZ W     - 1,889,361.37    612,468.08   iFT  0.99994210   -0 10 30.6
 GR1568;SPC NV E     - 8,161,069.517   338,208.208   MT  1.00013529   +0 54 27.2
 GR1568;SPC NV E     -26,775,108.91  1,109,604.76   sFT  1.00013529   +0 54 27.2
 GR1568;UTM  11      - 4,009,290.225   765,568.129   MT  1.00046907   +1 44 41.8
 GR1568;UTM  12      - 4,009,549.892   226,041.079   MT  1.00052487   -1 48 00.5
 GR1568
 GR1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1568!SPC AZ W     -   0.99994873  x   0.99994210  =   0.99989083
 GR1568!SPC NV E     -   0.99994873  x   1.00013529  =   1.00008401
 GR1568!UTM  11      -   0.99994873  x   1.00046907  =   1.00041778
 GR1568!UTM  12      -   0.99994873  x   1.00052487  =   1.00047357
 GR1568
 GR1568:                Primary Azimuth Mark                     Grid Az
 GR1568:SPC AZ W     -  A 79                                     016 41 27.6
 GR1568:SPC NV E     -  A 79                                     015 36 29.8
 GR1568:UTM  11      -  A 79                                     014 46 15.2
 GR1568:UTM  12      -  A 79                                     018 18 57.5
 GR1568
 GR1568|---------------------------------------------------------------------|
 GR1568| PID    Reference Object                     Distance      Geod. Az  |
 GR1568|                                                           dddmmss.s |
 GR1568| GR1571 A 79                                APPROX. 0.5 KM 0163057.0 |
 GR1568| GR1658 N 150                               APPROX. 1.3 KM 2734552.8 |
 GR1568|---------------------------------------------------------------------|
 GR1568
 GR1568                          SUPERSEDED SURVEY CONTROL
 GR1568
 GR1568  NAD 83(1986)-  36 11 31.26080(N)    114 02 47.91606(W) AD(       ) 3
 GR1568  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1568
 GR1568.Superseded values are not recommended for survey control.
 GR1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1568.See file dsdata.txt to determine how the superseded data were derived.
 GR1568
 GR1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6556809290(NAD 83)
 GR1568_MARKER: DS = TRIANGULATION STATION DISK
 GR1568_SETTING: 66 = SET IN ROCK OUTCROP
 GR1568_SP_SET: SET IN BEDROCK
 GR1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1568+STABILITY: POSITION/ELEVATION WELL
 GR1568
 GR1568  HISTORY     - Date     Condition        Report By
 GR1568  HISTORY     - 1948     MONUMENTED       USGS
 GR1568
 GR1568                          STATION DESCRIPTION
 GR1568
 GR1568'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1568'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1568'ON BROAD POINT ABOUT LEVEL WITH HIGH WATER MARK.
 GR1568'
 GR1568'TO REACH NOT GIVEN.
 GR1568'
 GR1568'STATION MARK--STANDARD TABLET STAMPED---A 76 1948---, CEMENTED IN
 GR1568'BEDROCK.
 GR1568'
 GR1568'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0315 ***********************************************************************
 CG0315  DESIGNATION -  A 77
 CG0315  PID         -  CG0315
 CG0315  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0315  USGS QUAD   -  PATAGONIA (1981)
 CG0315
 CG0315                         *CURRENT SURVEY CONTROL
 CG0315  ___________________________________________________________________
 CG0315* NAD 83(1986)-  31 32 13.     (N)    110 45 29.     (W)     SCALED    
 CG0315* NAVD 88     -      1230.87   (+/-2cm)    4038.3    (feet)  VERTCON   
 CG0315  ___________________________________________________________________
 CG0315  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CG0315
 CG0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0315
 CG0315.The horizontal coordinates were scaled from a topographic map and have
 CG0315.an estimated accuracy of +/- 6 seconds.
 CG0315
 CG0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0315.The vertical order pertains to the NGVD 29 superseded value.
 CG0315
 CG0315.The geoid height was determined by GEOID03.
 CG0315
 CG0315;                    North         East    Units  Estimated Accuracy
 CG0315;SPC AZ C     -    60,110.      323,380.      MT  (+/- 180 meters Scaled)
 CG0315
 CG0315                          SUPERSEDED SURVEY CONTROL
 CG0315
 CG0315  NGVD 29 (??/??/92) 1229.978  (m)         4035.35   (f) ADJ UNCH    2 0
 CG0315
 CG0315.Superseded values are not recommended for survey control.
 CG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0315.See file dsdata.txt to determine how the superseded data were derived.
 CG0315
 CG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV229891(NAD 83)
 CG0315_MARKER: DB = BENCH MARK DISK
 CG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0315_STAMPING: A 77 1934
 CG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0315+STABILITY: SURFACE MOTION
 CG0315
 CG0315  HISTORY     - Date     Condition        Report By
 CG0315  HISTORY     - 1934     MONUMENTED       CGS
 CG0315  HISTORY     - 1976     GOOD             USGS
 CG0315
 CG0315                          STATION DESCRIPTION
 CG0315
 CG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0315'0.4 MI SW FROM PATAGONIA.
 CG0315'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0315'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, 115 FEET
 CG0315'SOUTHWEST OF AN ADOBE HOUSE, 60 FEET SOUTH OF A CATTLEGUARD, AND 42
 CG0315'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CG0315'STAMPED A 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0315
 CG0315                          STATION RECOVERY (1976)
 CG0315
 CG0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0315'0.45 MI SW. ALONG MCKEOWN AVE. FROM POST OFFICE IN PATAGONIA. 178 FT
 CG0315'SE. OF T-RD N., 60 FT SE. OF CENTERLINE OF AVENUE, 7 FT S. OF
 CG0315'RIGHT-OF-WAY FENCE. ON TOP OF CONCRETE POST. NGS DISK STAMPED A 77
 CG0315'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1569 ***********************************************************************
 GR1569  DESIGNATION -  A 77
 GR1569  PID         -  GR1569
 GR1569  STATE/COUNTY-  AZ/MOHAVE
 GR1569  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1569
 GR1569                         *CURRENT SURVEY CONTROL
 GR1569  ___________________________________________________________________
 GR1569* NAD 83(1992)-  36 11 42.52634(N)    114 03 05.36280(W)     ADJUSTED  
 GR1569* NAVD 88     -       411.6    (meters)    1350.     (feet)  VERTCON   
 GR1569  ___________________________________________________________________
 GR1569  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GR1569  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1569
 GR1569  HORZ ORDER  -  THIRD
 GR1569
 GR1569.The horizontal coordinates were established by classical geodetic methods
 GR1569.and adjusted by the National Geodetic Survey in August 1993..
 GR1569
 GR1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1569
 GR1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1569
 GR1569.The geoid height was determined by GEOID03.
 GR1569
 GR1569;                    North         East     Units Scale Factor Converg.
 GR1569;SPC AZ W     -   576,225.641   186,245.479   MT  0.99994239   -0 10 41.0
 GR1569;SPC AZ W     - 1,890,504.07    611,041.60   iFT  0.99994239   -0 10 41.0
 GR1569;SPC NV E     - 8,161,409.600   337,766.828   MT  1.00013379   +0 54 17.1
 GR1569;SPC NV E     -26,776,224.66  1,108,156.67   sFT  1.00013379   +0 54 17.1
 GR1569;UTM  11      - 4,009,623.932   765,121.676   MT  1.00046615   +1 44 32.0
 GR1569;UTM  12      - 4,009,910.589   225,616.091   MT  1.00052774   -1 48 11.3
 GR1569
 GR1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1569!SPC AZ W     -   0.99993963  x   0.99994239  =   0.99988202
 GR1569!SPC NV E     -   0.99993963  x   1.00013379  =   1.00007341
 GR1569!UTM  11      -   0.99993963  x   1.00046615  =   1.00040575
 GR1569!UTM  12      -   0.99993963  x   1.00052774  =   1.00046734
 GR1569
 GR1569:                Primary Azimuth Mark                     Grid Az
 GR1569:SPC AZ W     -  A 74                                     214 18 37.2
 GR1569:SPC NV E     -  A 74                                     213 13 39.1
 GR1569:UTM  11      -  A 74                                     212 23 24.2
 GR1569:UTM  12      -  A 74                                     215 56 07.5
 GR1569
 GR1569|---------------------------------------------------------------------|
 GR1569| PID    Reference Object                     Distance      Geod. Az  |
 GR1569|                                                           dddmmss.s |
 GR1569| GR1566 A 74                                APPROX. 1.0 KM 2140756.2 |
 GR1569|---------------------------------------------------------------------|
 GR1569
 GR1569                          SUPERSEDED SURVEY CONTROL
 GR1569
 GR1569  NAD 83(1986)-  36 11 42.51790(N)    114 03 05.36283(W) AD(       ) 3
 GR1569  NGVD 29 (06/27/88)  411.0    (m)         1348.     (f) VERT ANG       
 GR1569
 GR1569.Superseded values are not recommended for survey control.
 GR1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1569.See file dsdata.txt to determine how the superseded data were derived.
 GR1569
 GR1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6512209624(NAD 83)
 GR1569_MARKER: DS = TRIANGULATION STATION DISK
 GR1569_SETTING: 66 = SET IN ROCK OUTCROP
 GR1569_SP_SET: SET IN ROCK OUTCROP
 GR1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1569+STABILITY: POSITION/ELEVATION WELL
 GR1569
 GR1569  HISTORY     - Date     Condition        Report By
 GR1569  HISTORY     - 1948     MONUMENTED       USGS
 GR1569
 GR1569                          STATION DESCRIPTION
 GR1569
 GR1569'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1569'LOCATED ABOUT 0.2 MI NE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1569'ON HIGHEST POINT OF RIDGE CALLED BOUNDARY POINT, ABOUT 4 FT. S.
 GR1569'OF 4-FT. HIGH CAIRN, ABOUT 150 FT. ABOVE HIGH WATER MARK.
 GR1569'
 GR1569'TO REACH NOT GIVEN.
 GR1569'
 GR1569'STATION MARK--STANDARD TABLET STAMPED---A 77 1948---, CEMENTED IN
 GR1569'ROCK OUTCROP.
 GR1569'
 GR1569'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0168 ***********************************************************************
 CG0168  DESIGNATION -  A 78
 CG0168  PID         -  CG0168
 CG0168  STATE/COUNTY-  AZ/COCHISE
 CG0168  USGS QUAD   -  TOMBSTONE (1978)
 CG0168
 CG0168                         *CURRENT SURVEY CONTROL
 CG0168  ___________________________________________________________________
 CG0168* NAD 83(1986)-  31 42 38.     (N)    110 03 31.     (W)     SCALED    
 CG0168* NAVD 88     -      1394.96   (+/-2cm)    4576.6    (feet)  VERTCON   
 CG0168  ___________________________________________________________________
 CG0168  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0168
 CG0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0168
 CG0168.The horizontal coordinates were scaled from a topographic map and have
 CG0168.an estimated accuracy of +/- 6 seconds.
 CG0168
 CG0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0168.The vertical order pertains to the NGVD 29 superseded value.
 CG0168
 CG0168.The geoid height was determined by GEOID03.
 CG0168
 CG0168;                    North         East    Units  Estimated Accuracy
 CG0168;SPC AZ E     -    78,780.      223,600.      MT  (+/- 180 meters Scaled)
 CG0168
 CG0168                          SUPERSEDED SURVEY CONTROL
 CG0168
 CG0168  NGVD 29 (??/??/92) 1394.103  (m)         4573.82   (f) ADJ UNCH    2 0
 CG0168
 CG0168.Superseded values are not recommended for survey control.
 CG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0168.See file dsdata.txt to determine how the superseded data were derived.
 CG0168
 CG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA891087(NAD 83)
 CG0168_MARKER: DB = BENCH MARK DISK
 CG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0168_STAMPING: A 78 1934
 CG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0168+STABILITY: SURFACE MOTION
 CG0168
 CG0168  HISTORY     - Date     Condition        Report By
 CG0168  HISTORY     - 1934     MONUMENTED       CGS
 CG0168  HISTORY     - 1935     GOOD             NGS
 CG0168  HISTORY     - 20000323 MARK NOT FOUND   NGS
 CG0168
 CG0168                          STATION DESCRIPTION
 CG0168
 CG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0168'0.4 MI E FROM TOMBSTONE.
 CG0168'0.4 MILE EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0168'78 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 80, 50
 CG0168'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET WEST OF AN
 CG0168'OLD ADOBE HOUSE.  A STANDARD DISK, STAMPED A 78 1934 AND SET IN THE
 CG0168'TOP OF A CONCRETE POST.
 CG0168
 CG0168                          STATION RECOVERY (2000)
 CG0168
 CG0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 CG0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1570 ***********************************************************************
 GR1570  DESIGNATION -  A 78
 GR1570  PID         -  GR1570
 GR1570  STATE/COUNTY-  AZ/MOHAVE
 GR1570  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1570
 GR1570                         *CURRENT SURVEY CONTROL
 GR1570  ___________________________________________________________________
 GR1570* NAD 83(1992)-  36 11 11.47524(N)    114 02 01.81776(W)     ADJUSTED  
 GR1570* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 GR1570  ___________________________________________________________________
 GR1570  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GR1570  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1570
 GR1570  HORZ ORDER  -  THIRD
 GR1570
 GR1570.The horizontal coordinates were established by classical geodetic methods
 GR1570.and adjusted by the National Geodetic Survey in August 1993..
 GR1570
 GR1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1570
 GR1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1570
 GR1570.The geoid height was determined by GEOID03.
 GR1570
 GR1570;                    North         East     Units Scale Factor Converg.
 GR1570;SPC AZ W     -   575,263.827   187,830.165   MT  0.99994136   -0 10 03.3
 GR1570;SPC AZ W     - 1,887,348.51    616,240.70   iFT  0.99994136   -0 10 03.3
 GR1570;SPC NV E     - 8,160,477.719   339,369.716   MT  1.00013926   +0 54 54.0
 GR1570;SPC NV E     -26,773,167.32  1,113,415.48   sFT  1.00013926   +0 54 54.0
 GR1570;UTM  11      - 4,008,715.272   766,738.554   MT  1.00047675   +1 45 08.3
 GR1570;UTM  12      - 4,008,903.641   227,173.770   MT  1.00051723   -1 47 32.4
 GR1570
 GR1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1570!SPC AZ W     -   0.99995014  x   0.99994136  =   0.99989151
 GR1570!SPC NV E     -   0.99995014  x   1.00013926  =   1.00008940
 GR1570!UTM  11      -   0.99995014  x   1.00047675  =   1.00042687
 GR1570!UTM  12      -   0.99995014  x   1.00051723  =   1.00046735
 GR1570
 GR1570:                Primary Azimuth Mark                     Grid Az
 GR1570:SPC AZ W     -  A 76                                     298 04 54.6
 GR1570:SPC NV E     -  A 76                                     296 59 57.3
 GR1570:UTM  11      -  A 76                                     296 09 43.0
 GR1570:UTM  12      -  A 76                                     299 42 23.7
 GR1570
 GR1570|---------------------------------------------------------------------|
 GR1570| PID    Reference Object                     Distance      Geod. Az  |
 GR1570|                                                           dddmmss.s |
 GR1570| GR1568 A 76                                APPROX. 1.3 KM 2975451.3 |
 GR1570|---------------------------------------------------------------------|
 GR1570
 GR1570                          SUPERSEDED SURVEY CONTROL
 GR1570
 GR1570  NAD 83(1986)-  36 11 11.46668(N)    114 02 01.81738(W) AD(       ) 3
 GR1570  NGVD 29 (06/27/88)  344.0    (m)         1129.     (f) VERT ANG       
 GR1570
 GR1570.Superseded values are not recommended for survey control.
 GR1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1570.See file dsdata.txt to determine how the superseded data were derived.
 GR1570
 GR1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6673908715(NAD 83)
 GR1570_MARKER: DS = TRIANGULATION STATION DISK
 GR1570_SETTING: 80 = SET IN A BOULDER
 GR1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1570+STABILITY: SURFACE MOTION
 GR1570
 GR1570  HISTORY     - Date     Condition        Report By
 GR1570  HISTORY     - 1948     MONUMENTED       USGS
 GR1570
 GR1570                          STATION DESCRIPTION
 GR1570
 GR1570'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1570'LOCATED ABOUT 1.1 MI SE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1570'ABOUT 15 FT. SW. OF HIGH WATER MARK AT NORTHEAST END OF PROMINENT
 GR1570'RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1570'
 GR1570'TO REACH NOT GIVEN.
 GR1570'
 GR1570'STATION MARK--STANDARD TABLET STAMPED---A 78 1948---, CEMENTED IN
 GR1570'BOULDER IN PLACE.
 GR1570'
 GR1570'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0139 ***********************************************************************
 CG0139  DESIGNATION -  A 79
 CG0139  PID         -  CG0139
 CG0139  STATE/COUNTY-  AZ/COCHISE
 CG0139  USGS QUAD   -  FAIRBANK (1952)
 CG0139
 CG0139                         *CURRENT SURVEY CONTROL
 CG0139  ___________________________________________________________________
 CG0139* NAD 83(1986)-  31 39 44.     (N)    110 10 33.     (W)     SCALED    
 CG0139* NAVD 88     -      1201.77   (+/-2cm)    3942.8    (feet)  VERTCON   
 CG0139  ___________________________________________________________________
 CG0139  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0139
 CG0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0139
 CG0139.The horizontal coordinates were scaled from a topographic map and have
 CG0139.an estimated accuracy of +/- 6 seconds.
 CG0139
 CG0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0139.The vertical order pertains to the NGVD 29 superseded value.
 CG0139
 CG0139.The geoid height was determined by GEOID03.
 CG0139
 CG0139;                    North         East    Units  Estimated Accuracy
 CG0139;SPC AZ E     -    73,420.      212,490.      MT  (+/- 180 meters Scaled)
 CG0139
 CG0139                          SUPERSEDED SURVEY CONTROL
 CG0139
 CG0139  NGVD 29 (??/??/92) 1200.964  (m)         3940.16   (f) ADJ UNCH    2 0
 CG0139
 CG0139.Superseded values are not recommended for survey control.
 CG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0139.See file dsdata.txt to determine how the superseded data were derived.
 CG0139
 CG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA781032(NAD 83)
 CG0139_MARKER: DB = BENCH MARK DISK
 CG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0139_STAMPING: A 79 1934
 CG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0139+STABILITY: SURFACE MOTION
 CG0139
 CG0139  HISTORY     - Date     Condition        Report By
 CG0139  HISTORY     - 1934     MONUMENTED       CGS
 CG0139
 CG0139                          STATION DESCRIPTION
 CG0139
 CG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0139'2.3 MI NW FROM CHARLESTON.
 CG0139'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0139'STATION AT CHARLESTON, COCHISE COUNTY, 0.2 MILE SOUTH OF MILEPOST
 CG0139'1052, 110 FEET EAST OF A POLE, AND 60 FEET EAST OF THE CENTERLINE OF
 CG0139'THE TRACK.  A STANDARD DISK, STAMPED A 79 1934 AND SET IN THE TOP OF A
 CG0139'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1571 ***********************************************************************
 GR1571  DESIGNATION -  A 79
 GR1571  PID         -  GR1571
 GR1571  STATE/COUNTY-  AZ/MOHAVE
 GR1571  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1571
 GR1571                         *CURRENT SURVEY CONTROL
 GR1571  ___________________________________________________________________
 GR1571* NAD 83(1992)-  36 11 47.99016(N)    114 02 41.79926(W)     ADJUSTED  
 GR1571* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1571  ___________________________________________________________________
 GR1571  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GR1571  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1571
 GR1571  HORZ ORDER  -  THIRD
 GR1571
 GR1571.The horizontal coordinates were established by classical geodetic methods
 GR1571.and adjusted by the National Geodetic Survey in August 1993..
 GR1571
 GR1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1571
 GR1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1571
 GR1571.The geoid height was determined by GEOID03.
 GR1571
 GR1571;                    North         East     Units Scale Factor Converg.
 GR1571;SPC AZ W     -   576,392.232   186,834.657   MT  0.99994200   -0 10 27.1
 GR1571;SPC AZ W     - 1,891,050.63    612,974.60   iFT  0.99994200   -0 10 27.1
 GR1571;SPC NV E     - 8,161,587.330   338,352.865   MT  1.00013578   +0 54 31.2
 GR1571;SPC NV E     -26,776,807.77  1,110,079.36   sFT  1.00013578   +0 54 31.2
 GR1571;UTM  11      - 4,009,810.270   765,705.247   MT  1.00046997   +1 44 46.2
 GR1571;UTM  12      - 4,010,060.491   226,210.103   MT  1.00052372   -1 47 57.6
 GR1571
 GR1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1571!SPC AZ W     -   0.99994685  x   0.99994200  =   0.99988885
 GR1571!SPC NV E     -   0.99994685  x   1.00013578  =   1.00008262
 GR1571!UTM  11      -   0.99994685  x   1.00046997  =   1.00041679
 GR1571!UTM  12      -   0.99994685  x   1.00052372  =   1.00047054
 GR1571
 GR1571:                Primary Azimuth Mark                     Grid Az
 GR1571:SPC AZ W     -  A 76                                     196 41 27.7
 GR1571:SPC NV E     -  A 76                                     195 36 29.4
 GR1571:UTM  11      -  A 76                                     194 46 14.4
 GR1571:UTM  12      -  A 76                                     198 18 58.2
 GR1571
 GR1571|---------------------------------------------------------------------|
 GR1571| PID    Reference Object                     Distance      Geod. Az  |
 GR1571|                                                           dddmmss.s |
 GR1571| GR1568 A 76                                APPROX. 0.5 KM 1963100.6 |
 GR1571|---------------------------------------------------------------------|
 GR1571
 GR1571                          SUPERSEDED SURVEY CONTROL
 GR1571
 GR1571  NAD 83(1986)-  36 11 47.98175(N)    114 02 41.79915(W) AD(       ) 3
 GR1571  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1571
 GR1571.Superseded values are not recommended for survey control.
 GR1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1571.See file dsdata.txt to determine how the superseded data were derived.
 GR1571
 GR1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6570509810(NAD 83)
 GR1571_MARKER: DS = TRIANGULATION STATION DISK
 GR1571_SETTING: 66 = SET IN ROCK OUTCROP
 GR1571_SP_SET: SET IN ROCK OUTCROP
 GR1571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1571+STABILITY: POSITION/ELEVATION WELL
 GR1571
 GR1571  HISTORY     - Date     Condition        Report By
 GR1571  HISTORY     - 1948     MONUMENTED       USGS
 GR1571
 GR1571                          STATION DESCRIPTION
 GR1571
 GR1571'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1571'LOCATED ABOUT 0.6 MI NE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1571'ABOUT 5 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF SMALL,
 GR1571'SHARP RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1571'
 GR1571'TO REACH NOT GIVEN.
 GR1571'
 GR1571'STATION MARK--STANDARD TABLET STAMPED---A 79 1948---, CEMENTED IN
 GR1571'ROCK OUTCROP.
 GR1571'
 GR1571'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0190 ***********************************************************************
 DB0190  DESIGNATION -  A 8
 DB0190  PID         -  DB0190
 DB0190  STATE/COUNTY-  AZ/YUMA
 DB0190  USGS QUAD   -  FORTUNA (1979)
 DB0190
 DB0190                         *CURRENT SURVEY CONTROL
 DB0190  ___________________________________________________________________
 DB0190* NAD 83(1986)-  32 40 58.     (N)    114 28 03.     (W)     SCALED    
 DB0190* NAVD 88     -        67.61   (+/-2cm)     221.8    (feet)  VERTCON   
 DB0190  ___________________________________________________________________
 DB0190  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DB0190
 DB0190  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0190
 DB0190.The horizontal coordinates were scaled from a topographic map and have
 DB0190.an estimated accuracy of +/- 6 seconds.
 DB0190
 DB0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0190.The vertical order pertains to the NGVD 29 superseded value.
 DB0190
 DB0190.The geoid height was determined by GEOID03.
 DB0190
 DB0190;                    North         East    Units  Estimated Accuracy
 DB0190;SPC AZ W     -   186,810.      146,070.      MT  (+/- 180 meters Scaled)
 DB0190
 DB0190                          SUPERSEDED SURVEY CONTROL
 DB0190
 DB0190  NGVD 29 (??/??/??)   66.940  (m)          219.62   (f) ADJUSTED    1 2
 DB0190
 DB0190.Superseded values are not recommended for survey control.
 DB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0190.See file dsdata.txt to determine how the superseded data were derived.
 DB0190
 DB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS374189(NAD 83)
 DB0190_MARKER: DB = BENCH MARK DISK
 DB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0190_STAMPING: 219.619 A 8 1927
 DB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0190+STABILITY: SURFACE MOTION
 DB0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0190+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0190
 DB0190  HISTORY     - Date     Condition        Report By
 DB0190  HISTORY     - 1927     MONUMENTED       CGS
 DB0190  HISTORY     - 1935     GOOD             NGS
 DB0190  HISTORY     - 19950524 GOOD             USPSQD
 DB0190  HISTORY     - 20040621 GOOD             JCLS
 DB0190  HISTORY     - 20060406 GOOD             INDIV
 DB0190
 DB0190                          STATION DESCRIPTION
 DB0190
 DB0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0190'10.8 MI SE FROM YUMA.
 DB0190'10.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0190'FROM THE STATION AT YUMA, YUMA COUNTY, 4 POLES SOUTHWEST OF THE
 DB0190'STATION SIGN AT FORTUNA, 13-1/2 POLES NORTHEAST OF MILEPOST 743,
 DB0190'4-1/3 POLES NORTHEAST OF SEMAPHORES 7432 AND 7433, 2-2/3 POLES
 DB0190'SOUTHWEST OF A TELEPHONE BOOTH, 100 FEET NORTHWEST OF THE
 DB0190'CENTERLINE OF THE NORTH TRACK, AND JUST INSIDE THE RIGHT-OF-WAY
 DB0190'FENCE.  A STANDARD DISK, STAMPED 219.619 A 8 1927 AND SET IN THE
 DB0190'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DB0190
 DB0190                          STATION RECOVERY (1995)
 DB0190
 DB0190'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0190'RECOVERED IN GOOD CONDITION.
 DB0190
 DB0190                          STATION RECOVERY (2004)
 DB0190
 DB0190'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0190'RECOVERED IN GOOD CONDITION.
 DB0190
 DB0190                          STATION RECOVERY (2006)
 DB0190
 DB0190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0190'NEARBY SURROUNDING BRUSH AND TREES HAVE BEEN REMOVED FROM THE SITE BY
 DB0190'BOTH THE RAILROAD AND IRRIGATION DISTRICT. MONUMENT IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1572 ***********************************************************************
 GR1572  DESIGNATION -  A 8
 GR1572  PID         -  GR1572
 GR1572  STATE/COUNTY-  AZ/MOHAVE
 GR1572  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1572
 GR1572                         *CURRENT SURVEY CONTROL
 GR1572  ___________________________________________________________________
 GR1572* NAD 83(1992)-  36 07 50.80633(N)    114 38 37.70544(W)     ADJUSTED  
 GR1572* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1572  ___________________________________________________________________
 GR1572  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GR1572  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1572
 GR1572  HORZ ORDER  -  THIRD
 GR1572
 GR1572.The horizontal coordinates were established by classical geodetic methods
 GR1572.and adjusted by the National Geodetic Survey in August 1993..
 GR1572
 GR1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1572
 GR1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1572
 GR1572.The geoid height was determined by GEOID03.
 GR1572
 GR1572;                    North         East     Units Scale Factor Converg.
 GR1572;SPC AZ W     -   569,411.753   132,908.688   MT  1.00001305   -0 31 37.4
 GR1572;SPC AZ W     - 1,868,148.80    436,052.13   iFT  1.00001305   -0 31 37.4
 GR1572;SPC NV E     - 8,153,589.177   284,563.776   MT  0.99998808   +0 33 14.4
 GR1572;SPC NV E     -26,750,567.16    933,606.32   sFT  0.99998808   +0 33 14.4
 GR1572;UTM  11      - 4,001,025.364   712,025.261   MT  1.00015394   +1 23 23.3
 GR1572
 GR1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1572!SPC AZ W     -   0.99994558  x   1.00001305  =   0.99995863
 GR1572!SPC NV E     -   0.99994558  x   0.99998808  =   0.99993366
 GR1572!UTM  11      -   0.99994558  x   1.00015394  =   1.00009951
 GR1572
 GR1572:                Primary Azimuth Mark                     Grid Az
 GR1572:SPC AZ W     -  A 7                                      239 56 02.2
 GR1572:SPC NV E     -  A 7                                      238 51 10.4
 GR1572:UTM  11      -  A 7                                      238 01 01.5
 GR1572
 GR1572|---------------------------------------------------------------------|
 GR1572| PID    Reference Object                     Distance      Geod. Az  |
 GR1572|                                                           dddmmss.s |
 GR1572| GR1561 A 7                                 APPROX. 2.2 KM 2392424.8 |
 GR1572|---------------------------------------------------------------------|
 GR1572
 GR1572                          SUPERSEDED SURVEY CONTROL
 GR1572
 GR1572  NAD 83(1986)-  36 07 50.79234(N)    114 38 37.69506(W) AD(       ) 3
 GR1572  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG       
 GR1572
 GR1572.Superseded values are not recommended for survey control.
 GR1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1572.See file dsdata.txt to determine how the superseded data were derived.
 GR1572
 GR1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1202501025(NAD 83)
 GR1572_MARKER: DS = TRIANGULATION STATION DISK
 GR1572_SETTING: 66 = SET IN ROCK OUTCROP
 GR1572_SP_SET: SET IN ROCK OUTCROP
 GR1572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1572+STABILITY: POSITION/ELEVATION WELL
 GR1572
 GR1572  HISTORY     - Date     Condition        Report By
 GR1572  HISTORY     - 1947     MONUMENTED       USGS
 GR1572
 GR1572                          STATION DESCRIPTION
 GR1572
 GR1572'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1572'LOCATED ABOUT 9.9 MI NE. OF HOOVER DAM, ABOUT 1.4 MI E. OF BEACON
 GR1572'ISLAND.  ON ROCKY POINT, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GR1572'
 GR1572'TO REACH NOT GIVEN.
 GR1572'
 GR1572'STATION MARK--STANDARD TABLET STAMPED---A8 1947---, CEMENTED IN
 GR1572'ROCK OUTCROP.
 GR1572'
 GR1572'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0178 ***********************************************************************
 CF0178  DESIGNATION -  A 80
 CF0178  PID         -  CF0178
 CF0178  STATE/COUNTY-  AZ/COCHISE
 CF0178  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0178
 CF0178                         *CURRENT SURVEY CONTROL
 CF0178  ___________________________________________________________________
 CF0178* NAD 83(1986)-  31 45 30.     (N)    109 41 22.     (W)     SCALED    
 CF0178* NAVD 88     -      1288.35   (+/-2cm)    4226.9    (feet)  VERTCON   
 CF0178  ___________________________________________________________________
 CF0178  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0178
 CF0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0178
 CF0178.The horizontal coordinates were scaled from a topographic map and have
 CF0178.an estimated accuracy of +/- 6 seconds.
 CF0178
 CF0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0178.The vertical order pertains to the NGVD 29 superseded value.
 CF0178
 CF0178.The geoid height was determined by GEOID03.
 CF0178
 CF0178;                    North         East    Units  Estimated Accuracy
 CF0178;SPC AZ E     -    84,170.      258,570.      MT  (+/- 180 meters Scaled)
 CF0178
 CF0178                          SUPERSEDED SURVEY CONTROL
 CF0178
 CF0178  NGVD 29 (??/??/92) 1287.516  (m)         4224.13   (f) ADJ UNCH    2 0
 CF0178
 CF0178.Superseded values are not recommended for survey control.
 CF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0178.See file dsdata.txt to determine how the superseded data were derived.
 CF0178
 CF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA241143(NAD 83)
 CF0178_MARKER: DB = BENCH MARK DISK
 CF0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0178_SP_SET: CULVERT
 CF0178_STAMPING: A 80 1934
 CF0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0178
 CF0178  HISTORY     - Date     Condition        Report By
 CF0178  HISTORY     - 1934     MONUMENTED       CGS
 CF0178  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0178  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0178  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0178
 CF0178                          STATION DESCRIPTION
 CF0178
 CF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0178'5.3 MI N FROM ELFRIDA.
 CF0178'5.3 MILES NORTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0178'AT A ROAD INTERSECTION, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CF0178'15 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 30 FEET
 CF0178'NORTHEAST OF A FENCE CORNER, AT A CONCRETE CULVERT, AND IN THE SOUTH
 CF0178'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED A 80 1934.
 CF0178
 CF0178                          STATION RECOVERY (1980)
 CF0178
 CF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0178'CULVERT GONE AS REPORTED IN 1957 BY USGS.
 CF0178
 CF0178                          STATION RECOVERY (1981)
 CF0178
 CF0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1573 ***********************************************************************
 GR1573  DESIGNATION -  A 80
 GR1573  PID         -  GR1573
 GR1573  STATE/COUNTY-  AZ/MOHAVE
 GR1573  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1573
 GR1573                         *CURRENT SURVEY CONTROL
 GR1573  ___________________________________________________________________
 GR1573* NAD 83(1992)-  36 11 02.56072(N)    114 01 23.59615(W)     ADJUSTED  
 GR1573* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1573  ___________________________________________________________________
 GR1573  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 GR1573  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1573
 GR1573  HORZ ORDER  -  THIRD
 GR1573
 GR1573.The horizontal coordinates were established by classical geodetic methods
 GR1573.and adjusted by the National Geodetic Survey in August 1993..
 GR1573
 GR1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1573
 GR1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1573
 GR1573.The geoid height was determined by GEOID03.
 GR1573
 GR1573;                    North         East     Units Scale Factor Converg.
 GR1573;SPC AZ W     -   574,986.332   188,784.350   MT  0.99994077   -0 09 40.7
 GR1573;SPC AZ W     - 1,886,438.10    619,371.23   iFT  0.99994077   -0 09 40.7
 GR1573;SPC NV E     - 8,160,218.249   340,329.166   MT  1.00014256   +0 55 16.4
 GR1573;SPC NV E     -26,772,316.04  1,116,563.27   sFT  1.00014256   +0 55 16.4
 GR1573;UTM  11      - 4,008,469.767   767,702.019   MT  1.00048310   +1 45 30.5
 GR1573;UTM  12      - 4,008,599.030   228,120.246   MT  1.00051088   -1 47 09.4
 GR1573
 GR1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1573!SPC AZ W     -   0.99994685  x   0.99994077  =   0.99988762
 GR1573!SPC NV E     -   0.99994685  x   1.00014256  =   1.00008940
 GR1573!UTM  11      -   0.99994685  x   1.00048310  =   1.00042992
 GR1573!UTM  12      -   0.99994685  x   1.00051088  =   1.00045770
 GR1573
 GR1573                          SUPERSEDED SURVEY CONTROL
 GR1573
 GR1573  NAD 83(1986)-  36 11 02.55216(N)    114 01 23.59551(W) AD(       ) 3
 GR1573  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1573
 GR1573.Superseded values are not recommended for survey control.
 GR1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1573.See file dsdata.txt to determine how the superseded data were derived.
 GR1573
 GR1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6770208470(NAD 83)
 GR1573_MARKER: DS = TRIANGULATION STATION DISK
 GR1573_SETTING: 80 = SET IN A BOULDER
 GR1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1573+STABILITY: SURFACE MOTION
 GR1573
 GR1573  HISTORY     - Date     Condition        Report By
 GR1573  HISTORY     - 1948     MONUMENTED       USGS
 GR1573
 GR1573                          STATION DESCRIPTION
 GR1573
 GR1573'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1573'NOT OCCUPIED.
 GR1573'
 GR1573'LOCATED ABOUT 1.9 MI SE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1573'ABOUT 0.7 MI S. OF ISLAND.  ON CREST OF RIDGE, ABOUT 10 FT. ABOVE
 GR1573'HIGH WATER MARK.
 GR1573'
 GR1573'STATION MARK--STANDARD TABLET STAMPED---A 80 1948---, CEMENTED IN
 GR1573'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0118 ***********************************************************************
 CF0118  DESIGNATION -  A 81
 CF0118  PID         -  CF0118
 CF0118  STATE/COUNTY-  AZ/COCHISE
 CF0118  USGS QUAD   -  NACO (1958)
 CF0118
 CF0118                         *CURRENT SURVEY CONTROL
 CF0118  ___________________________________________________________________
 CF0118* NAD 83(1986)-  31 20 20.     (N)    109 55 45.     (W)     SCALED    
 CF0118* NAVD 88     -      1397.97   (+/-2cm)    4586.5    (feet)  VERTCON   
 CF0118  ___________________________________________________________________
 CF0118  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CF0118
 CF0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0118
 CF0118.The horizontal coordinates were scaled from a topographic map and have
 CF0118.an estimated accuracy of +/- 6 seconds.
 CF0118
 CF0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0118.The vertical order pertains to the NGVD 29 superseded value.
 CF0118
 CF0118.The geoid height was determined by GEOID03.
 CF0118
 CF0118;                    North         East    Units  Estimated Accuracy
 CF0118;SPC AZ E     -    37,590.      235,960.      MT  (+/- 180 meters Scaled)
 CF0118
 CF0118                          SUPERSEDED SURVEY CONTROL
 CF0118
 CF0118  NGVD 29 (??/??/92) 1397.110  (m)         4583.69   (f) ADJ UNCH    2 0
 CF0118
 CF0118.Superseded values are not recommended for survey control.
 CF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0118.See file dsdata.txt to determine how the superseded data were derived.
 CF0118
 CF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV018676(NAD 83)
 CF0118_MARKER: DB = BENCH MARK DISK
 CF0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0118_SP_SET: BRIDGE
 CF0118_STAMPING: A 81 1934
 CF0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0118
 CF0118  HISTORY     - Date     Condition        Report By
 CF0118  HISTORY     - 1934     MONUMENTED       CGS
 CF0118
 CF0118                          STATION DESCRIPTION
 CF0118
 CF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0118'1.2 MI E FROM NACO.
 CF0118'1.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0118'STATION AT NACO, COCHISE COUNTY, 200 FEET SOUTHWEST OF A WINDMILL AND
 CF0118'A WATER TANK, AT BRIDGE 1082.25, IN THE TOP OF THE SOUTHEAST END OF A
 CF0118'CONCRETE HEADWALL, 1 FOOT WEST OF THE SOUTHEAST END, AND 20 FEET SOUTH
 CF0118'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1574 ***********************************************************************
 GR1574  DESIGNATION -  A 81
 GR1574  PID         -  GR1574
 GR1574  STATE/COUNTY-  AZ/MOHAVE
 GR1574  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1574
 GR1574                         *CURRENT SURVEY CONTROL
 GR1574  ___________________________________________________________________
 GR1574* NAD 83(1992)-  36 11 43.26575(N)    114 01 59.51812(W)     ADJUSTED  
 GR1574* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1574  ___________________________________________________________________
 GR1574  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GR1574  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1574
 GR1574  HORZ ORDER  -  THIRD
 GR1574
 GR1574.The horizontal coordinates were established by classical geodetic methods
 GR1574.and adjusted by the National Geodetic Survey in August 1993..
 GR1574
 GR1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1574
 GR1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1574
 GR1574.The geoid height was determined by GEOID03.
 GR1574
 GR1574;                    North         East     Units Scale Factor Converg.
 GR1574;SPC AZ W     -   576,243.474   187,890.481   MT  0.99994132   -0 10 02.1
 GR1574;SPC AZ W     - 1,890,562.58    616,438.59   iFT  0.99994132   -0 10 02.1
 GR1574;SPC NV E     - 8,161,458.525   339,411.519   MT  1.00013940   +0 54 56.0
 GR1574;SPC NV E     -26,776,385.18  1,113,552.63   sFT  1.00013940   +0 54 56.0
 GR1574;UTM  11      - 4,009,696.916   766,766.027   MT  1.00047693   +1 45 11.0
 GR1574;UTM  12      - 4,009,881.746   227,261.891   MT  1.00051664   -1 47 32.4
 GR1574
 GR1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1574!SPC AZ W     -   0.99994685  x   0.99994132  =   0.99988817
 GR1574!SPC NV E     -   0.99994685  x   1.00013940  =   1.00008624
 GR1574!UTM  11      -   0.99994685  x   1.00047693  =   1.00042375
 GR1574!UTM  12      -   0.99994685  x   1.00051664  =   1.00046346
 GR1574
 GR1574                          SUPERSEDED SURVEY CONTROL
 GR1574
 GR1574  NAD 83(1986)-  36 11 43.25736(N)    114 01 59.51779(W) AD(       ) 3
 GR1574  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1574
 GR1574.Superseded values are not recommended for survey control.
 GR1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1574.See file dsdata.txt to determine how the superseded data were derived.
 GR1574
 GR1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6676609697(NAD 83)
 GR1574_MARKER: DS = TRIANGULATION STATION DISK
 GR1574_SETTING: 66 = SET IN ROCK OUTCROP
 GR1574_SP_SET: SET IN ROCK OUTCROP
 GR1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1574+STABILITY: POSITION/ELEVATION WELL
 GR1574
 GR1574  HISTORY     - Date     Condition        Report By
 GR1574  HISTORY     - 1948     MONUMENTED       USGS
 GR1574
 GR1574                          STATION DESCRIPTION
 GR1574
 GR1574'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1574'NOT OCCUPIED.
 GR1574'
 GR1574'LOCATED ABOUT 1.1 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1574'ABOUT 0.4 MI NW. OF ISLAND.  ON PROMINENT POINT, ABOUT 5 FT. ABOVE
 GR1574'HIGH WATER MARK.
 GR1574'
 GR1574'STATION MARK--STANDARD TABLET STAMPED---A 81 1948---, CEMENTED IN
 GR1574'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0110 ***********************************************************************
 CF0110  DESIGNATION -  A 82
 CF0110  PID         -  CF0110
 CF0110  STATE/COUNTY-  AZ/COCHISE
 CF0110  USGS QUAD   -  CINDER HILL (1985)
 CF0110
 CF0110                         *CURRENT SURVEY CONTROL
 CF0110  ___________________________________________________________________
 CF0110* NAD 83(1986)-  31 28 31.     (N)    109 21 10.     (W)     SCALED    
 CF0110* NAVD 88     -      1332.89   (+/-2cm)    4373.0    (feet)  VERTCON   
 CF0110  ___________________________________________________________________
 CF0110  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0110
 CF0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0110
 CF0110.The horizontal coordinates were scaled from a topographic map and have
 CF0110.an estimated accuracy of +/- 6 seconds.
 CF0110
 CF0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0110.The vertical order pertains to the NGVD 29 superseded value.
 CF0110
 CF0110.The geoid height was determined by GEOID03.
 CF0110
 CF0110;                    North         East    Units  Estimated Accuracy
 CF0110;SPC AZ E     -    52,980.      290,700.      MT  (+/- 180 meters Scaled)
 CF0110
 CF0110                          SUPERSEDED SURVEY CONTROL
 CF0110
 CF0110  NGVD 29 (??/??/92) 1332.035  (m)         4370.18   (f) ADJ UNCH    2 0
 CF0110
 CF0110.Superseded values are not recommended for survey control.
 CF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0110.See file dsdata.txt to determine how the superseded data were derived.
 CF0110
 CF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV564834(NAD 83)
 CF0110_MARKER: DB = BENCH MARK DISK
 CF0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0110_SP_SET: BRIDGE
 CF0110_STAMPING: A-82 1934
 CF0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0110
 CF0110  HISTORY     - Date     Condition        Report By
 CF0110  HISTORY     - 1934     MONUMENTED       CGS
 CF0110  HISTORY     - 1935     GOOD             NGS
 CF0110  HISTORY     - 1980     GOOD             USGS
 CF0110
 CF0110                          STATION DESCRIPTION
 CF0110
 CF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0110'20.0 MI NE FROM DOUGLAS.
 CF0110'20.0 MI. N.E. OF DEPOT ALONG THE SPRR., 3 3/4 POLES S.W. OF MILE POST
 CF0110'NO. 1127, OPPOSITE BRIDGE NO. 1126.87.  118 FT. S. OF THE CENTER LINE
 CF0110'OF U.S. NO. 80 HWY.  SET ON THE N. CONC. GUARD RAIL OF HIGHWAY BRIDGE.
 CF0110
 CF0110                          STATION RECOVERY (1980)
 CF0110
 CF0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0110'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0110'HWY 80 14.8 MI TO HWY AT BRIDGE, BM IS SET IN THE CENTER OF THE N
 CF0110'CONCRETE GUARD RAIL, STANDARD TABLET STAMPED A 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1575 ***********************************************************************
 GR1575  DESIGNATION -  A 82
 GR1575  PID         -  GR1575
 GR1575  STATE/COUNTY-  AZ/MOHAVE
 GR1575  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1575
 GR1575                         *CURRENT SURVEY CONTROL
 GR1575  ___________________________________________________________________
 GR1575* NAD 83(1992)-  36 11 56.65539(N)    114 01 26.19407(W)     ADJUSTED  
 GR1575* NAVD 88     -       362.6    (meters)    1190.     (feet)  VERTCON   
 GR1575  ___________________________________________________________________
 GR1575  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GR1575  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1575
 GR1575  HORZ ORDER  -  THIRD
 GR1575
 GR1575.The horizontal coordinates were established by classical geodetic methods
 GR1575.and adjusted by the National Geodetic Survey in August 1993..
 GR1575
 GR1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1575
 GR1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1575
 GR1575.The geoid height was determined by GEOID03.
 GR1575
 GR1575;                    North         East     Units Scale Factor Converg.
 GR1575;SPC AZ W     -   576,653.766   188,724.147   MT  0.99994081   -0 09 42.4
 GR1575;SPC AZ W     - 1,891,908.68    619,173.71   iFT  0.99994081   -0 09 42.4
 GR1575;SPC NV E     - 8,161,884.584   340,237.447   MT  1.00014225   +0 55 16.0
 GR1575;SPC NV E     -26,777,783.01  1,116,262.36   sFT  1.00014225   +0 55 16.0
 GR1575;UTM  11      - 4,010,135.150   767,585.917   MT  1.00048233   +1 45 31.3
 GR1575;UTM  12      - 4,010,268.452   228,107.342   MT  1.00051096   -1 47 13.2
 GR1575
 GR1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1575!SPC AZ W     -   0.99994732  x   0.99994081  =   0.99988813
 GR1575!SPC NV E     -   0.99994732  x   1.00014225  =   1.00008956
 GR1575!UTM  11      -   0.99994732  x   1.00048233  =   1.00042962
 GR1575!UTM  12      -   0.99994732  x   1.00051096  =   1.00045825
 GR1575
 GR1575                          SUPERSEDED SURVEY CONTROL
 GR1575
 GR1575  NAD 83(1986)-  36 11 56.64719(N)    114 01 26.19357(W) AD(       ) 3
 GR1575  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1575
 GR1575.Superseded values are not recommended for survey control.
 GR1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1575.See file dsdata.txt to determine how the superseded data were derived.
 GR1575
 GR1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6758610135(NAD 83)
 GR1575_MARKER: DS = TRIANGULATION STATION DISK
 GR1575_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1575_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1575
 GR1575  HISTORY     - Date     Condition        Report By
 GR1575  HISTORY     - 1948     MONUMENTED       USGS
 GR1575
 GR1575                          STATION DESCRIPTION
 GR1575
 GR1575'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1575'NOT OCCUPIED.
 GR1575'
 GR1575'LOCATED ABOUT 1.9 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1575'ABOUT 0.5 MI NE. OF ISLAND.  ON GRAY, SANDY POINT, ABOUT 5 FT.
 GR1575'ABOVE HIGH WATER MARK.
 GR1575'
 GR1575'STATION MARK--STANDARD TABLET STAMPED---A 82 1948---, WELDED TO
 GR1575'2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1108 ***********************************************************************
 CZ1108  DESIGNATION -  A 83
 CZ1108  PID         -  CZ1108
 CZ1108  STATE/COUNTY-  AZ/PINAL
 CZ1108  USGS QUAD   -  STANFIELD (1992)
 CZ1108
 CZ1108                         *CURRENT SURVEY CONTROL
 CZ1108  ___________________________________________________________________
 CZ1108* NAD 83(1986)-  32 52 46.     (N)    111 53 47.     (W)     SCALED    
 CZ1108* NAVD 88     -       403.93   (+/-2cm)    1325.2    (feet)  VERTCON   
 CZ1108  ___________________________________________________________________
 CZ1108  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1108
 CZ1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1108
 CZ1108.The horizontal coordinates were scaled from a topographic map and have
 CZ1108.an estimated accuracy of +/- 6 seconds.
 CZ1108
 CZ1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1108.The vertical order pertains to the NGVD 29 superseded value.
 CZ1108
 CZ1108.The geoid height was determined by GEOID03.
 CZ1108
 CZ1108;                    North         East    Units  Estimated Accuracy
 CZ1108;SPC AZ C     -   208,380.      215,260.      MT  (+/- 180 meters Scaled)
 CZ1108
 CZ1108                          SUPERSEDED SURVEY CONTROL
 CZ1108
 CZ1108  NGVD 29 (??/??/92)  403.326  (m)         1323.25   (f) ADJ UNCH    2 0
 CZ1108
 CZ1108.Superseded values are not recommended for survey control.
 CZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1108.See file dsdata.txt to determine how the superseded data were derived.
 CZ1108
 CZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB161382(NAD 83)
 CZ1108_MARKER: DB = BENCH MARK DISK
 CZ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1108_STAMPING: A 83 1935
 CZ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1108+STABILITY: SURFACE MOTION
 CZ1108
 CZ1108  HISTORY     - Date     Condition        Report By
 CZ1108  HISTORY     - 1935     MONUMENTED       CGS
 CZ1108  HISTORY     - 1951     GOOD             NGS
 CZ1108  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1108
 CZ1108                          STATION DESCRIPTION
 CZ1108
 CZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1108'4.6 MI E FROM STANFIELD.
 CZ1108'4.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1108'STANFIELD, ABOUT 70 YARDS EAST OF A DIP, 48 FEET WEST OF A TELEPHONE
 CZ1108'POLE, 53.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET
 CZ1108'NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 CZ1108'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 2
 CZ1108'FEET LOWER THAN THE HIGHWAY.
 CZ1108
 CZ1108                          STATION RECOVERY (1963)
 CZ1108
 CZ1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1576 ***********************************************************************
 GR1576  DESIGNATION -  A 83
 GR1576  PID         -  GR1576
 GR1576  STATE/COUNTY-  AZ/MOHAVE
 GR1576  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1576
 GR1576                         *CURRENT SURVEY CONTROL
 GR1576  ___________________________________________________________________
 GR1576* NAD 83(1992)-  36 11 33.64698(N)    114 01 36.27177(W)     ADJUSTED  
 GR1576* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1576  ___________________________________________________________________
 GR1576  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 GR1576  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1576
 GR1576  HORZ ORDER  -  THIRD
 GR1576
 GR1576.The horizontal coordinates were established by classical geodetic methods
 GR1576.and adjusted by the National Geodetic Survey in August 1993..
 GR1576
 GR1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1576
 GR1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1576
 GR1576.The geoid height was determined by GEOID03.
 GR1576
 GR1576;                    North         East     Units Scale Factor Converg.
 GR1576;SPC AZ W     -   575,945.338   188,470.375   MT  0.99994096   -0 09 48.3
 GR1576;SPC AZ W     - 1,889,584.44    618,341.13   iFT  0.99994096   -0 09 48.3
 GR1576;SPC NV E     - 8,161,171.344   339,997.060   MT  1.00014142   +0 55 09.6
 GR1576;SPC NV E     -26,775,442.98  1,115,473.69   sFT  1.00014142   +0 55 09.6
 GR1576;UTM  11      - 4,009,418.228   767,355.903   MT  1.00048081   +1 45 24.3
 GR1576;UTM  12      - 4,009,567.105   227,833.425   MT  1.00051280   -1 47 18.2
 GR1576
 GR1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1576!SPC AZ W     -   0.99993916  x   0.99994096  =   0.99988012
 GR1576!SPC NV E     -   0.99993916  x   1.00014142  =   1.00008057
 GR1576!UTM  11      -   0.99993916  x   1.00048081  =   1.00041994
 GR1576!UTM  12      -   0.99993916  x   1.00051280  =   1.00045193
 GR1576
 GR1576:                Primary Azimuth Mark                     Grid Az
 GR1576:SPC AZ W     -  A 78                                     223 12 36.8
 GR1576:SPC NV E     -  A 78                                     222 07 38.9
 GR1576:UTM  11      -  A 78                                     221 17 24.2
 GR1576:UTM  12      -  A 78                                     224 50 06.7
 GR1576
 GR1576|---------------------------------------------------------------------|
 GR1576| PID    Reference Object                     Distance      Geod. Az  |
 GR1576|                                                           dddmmss.s |
 GR1576| GR1570 A 78                                APPROX. 0.9 KM 2230248.5 |
 GR1576|---------------------------------------------------------------------|
 GR1576
 GR1576                          SUPERSEDED SURVEY CONTROL
 GR1576
 GR1576  NAD 83(1986)-  36 11 33.63862(N)    114 01 36.27127(W) AD(       ) 3
 GR1576  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1576
 GR1576.Superseded values are not recommended for survey control.
 GR1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1576.See file dsdata.txt to determine how the superseded data were derived.
 GR1576
 GR1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6735609418(NAD 83)
 GR1576_MARKER: DS = TRIANGULATION STATION DISK
 GR1576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1576
 GR1576  HISTORY     - Date     Condition        Report By
 GR1576  HISTORY     - 1948     MONUMENTED       USGS
 GR1576
 GR1576                          STATION DESCRIPTION
 GR1576
 GR1576'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1576'LOCATED ABOUT 1.5 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1576'ON HIGHEST POINT OF LARGE ISLAND, ABOUT 20 FT. ABOVE HIGH WATER
 GR1576'MARK.
 GR1576'
 GR1576'TO REACH NOT GIVEN.
 GR1576'
 GR1576'STATION MARK--STANDARD TABLET STAMPED---A 83 1948---, WELDED TO
 GR1576'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GR1576'
 GR1576'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0677 ***********************************************************************
 DA0677  DESIGNATION -  A 84
 DA0677  PID         -  DA0677
 DA0677  STATE/COUNTY-  AZ/MARICOPA
 DA0677  USGS QUAD   -  GILA BEND (1973)
 DA0677
 DA0677                         *CURRENT SURVEY CONTROL
 DA0677  ___________________________________________________________________
 DA0677* NAD 83(1986)-  32 56 07.     (N)    112 40 37.     (W)     SCALED    
 DA0677* NAVD 88     -       246.420  (meters)     808.46   (feet)  ADJUSTED  
 DA0677  ___________________________________________________________________
 DA0677  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0677  DYNAMIC HT  -         246.126 (meters)     807.50  (feet)  COMP
 DA0677  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 DA0677
 DA0677  VERT ORDER  -  FIRST     CLASS II
 DA0677
 DA0677.The horizontal coordinates were scaled from a topographic map and have
 DA0677.an estimated accuracy of +/- 6 seconds.
 DA0677
 DA0677.The orthometric height was determined by differential leveling
 DA0677.and adjusted by the National Geodetic Survey in June 1991..
 DA0677
 DA0677.The geoid height was determined by GEOID03.
 DA0677
 DA0677.The dynamic height is computed by dividing the NAVD 88
 DA0677.geopotential number by the normal gravity value computed on the
 DA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0677.degrees latitude (g = 980.6199 gals.).
 DA0677
 DA0677.The modeled gravity was interpolated from observed gravity values.
 DA0677
 DA0677;                    North         East    Units  Estimated Accuracy
 DA0677;SPC AZ C     -   214,830.      142,260.      MT  (+/- 180 meters Scaled)
 DA0677
 DA0677                          SUPERSEDED SURVEY CONTROL
 DA0677
 DA0677  NGVD 29 (??/??/92)  245.839  (m)          806.56   (f) ADJ UNCH    1 2
 DA0677
 DA0677.Superseded values are not recommended for survey control.
 DA0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0677.See file dsdata.txt to determine how the superseded data were derived.
 DA0677
 DA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB432453(NAD 83)
 DA0677_MARKER: DB = BENCH MARK DISK
 DA0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0677_STAMPING: A 84 1935
 DA0677_PROJECTION: PROJECTING 6 CENTIMETERS
 DA0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0677+STABILITY: SURFACE MOTION
 DA0677
 DA0677  HISTORY     - Date     Condition        Report By
 DA0677  HISTORY     - 1935     MONUMENTED       CGS
 DA0677  HISTORY     - 1949     GOOD             NGS
 DA0677  HISTORY     - 1980     GOOD             NGS
 DA0677  HISTORY     - 1980     GOOD             NGS
 DA0677  HISTORY     - 19941202 GOOD             USPSQD
 DA0677
 DA0677                          STATION DESCRIPTION
 DA0677
 DA0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0677'2.6 MI E FROM GILA BEND.
 DA0677'2.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0677'RAILROAD STATION AT GILA BEND, ABOUT 0.3 MILE EAST OF A RANCH HOUSE,
 DA0677'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 DA0677'HIGHWAY BOUNDARY LINE, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 DA0677'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DA0677'GROUND.
 DA0677
 DA0677                          STATION RECOVERY (1980)
 DA0677
 DA0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0677'1.85 KILOMETERS (1.15 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA0677'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, THENCE 2.5 KILOMETERS
 DA0677'(1.55 MILES) SOUTHEAST ALONG BUSINESS ROUTE 8 AND OLD HIGHWAY 84,
 DA0677'0.5 KILOMETER (0.3 MILE) EAST OF BUSINESS ROUTE 8, IN LINE WITH A ROW
 DA0677'OF POWER POLES, 15.2 METERS (50 FEET) NORTH OF THE CENTERLINE OF THE
 DA0677'OLD HIGHWAY AND 24.7 METERS (81 FEET) EAST OF A POWER POLE WITH TWO
 DA0677'GUY WIRES.
 DA0677'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DA0677'THE MARK IS 0.3 M ABOVE OLD HIGHWAY CENTERLINE.
 DA0677
 DA0677                          STATION RECOVERY (1980)
 DA0677
 DA0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0677'1.85 KILOMETERS (1.15 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA0677'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, THENCE 2.5 KILOMETERS
 DA0677'(1.55 MILES) SOUTHEAST ALONG BUSINESS ROUTE 8 AND OLD HIGHWAY 84,
 DA0677'0.5 KILOMETER (0.3 MILE) EAST OF BUSINESS ROUTE 8, IN LINE WITH A ROW
 DA0677'OF POWER POLES, 15.2 METERS (50 FEET) NORTH OF THE CENTERLINE OF THE
 DA0677'OLD HIGHWAY AND 24.7 METERS (81 FEET) EAST OF A POWER POLE WITH TWO
 DA0677'GUY WIRES.
 DA0677'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DA0677'THE MARK IS 0.3 M ABOVE OLD HIGHWAY CENTERLINE.
 DA0677
 DA0677                          STATION RECOVERY (1994)
 DA0677
 DA0677'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1577 ***********************************************************************
 GR1577  DESIGNATION -  A 84
 GR1577  PID         -  GR1577
 GR1577  STATE/COUNTY-  AZ/MOHAVE
 GR1577  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1577
 GR1577                         *CURRENT SURVEY CONTROL
 GR1577  ___________________________________________________________________
 GR1577* NAD 83(1992)-  36 11 20.11214(N)    114 00 55.27382(W)     ADJUSTED  
 GR1577* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1577  ___________________________________________________________________
 GR1577  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GR1577  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1577
 GR1577  HORZ ORDER  -  THIRD
 GR1577
 GR1577.The horizontal coordinates were established by classical geodetic methods
 GR1577.and adjusted by the National Geodetic Survey in August 1993..
 GR1577
 GR1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1577
 GR1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1577
 GR1577.The geoid height was determined by GEOID03.
 GR1577
 GR1577;                    North         East     Units Scale Factor Converg.
 GR1577;SPC AZ W     -   575,525.320   189,493.479   MT  0.99994035   -0 09 24.0
 GR1577;SPC AZ W     - 1,888,206.43    621,697.77   iFT  0.99994035   -0 09 24.0
 GR1577;SPC NV E     - 8,160,770.651   341,028.126   MT  1.00014499   +0 55 33.5
 GR1577;SPC NV E     -26,774,128.38  1,118,856.44   sFT  1.00014499   +0 55 33.5
 GR1577;UTM  11      - 4,009,032.516   768,393.069   MT  1.00048766   +1 45 48.0
 GR1577;UTM  12      - 4,009,117.989   228,844.783   MT  1.00050603   -1 46 53.4
 GR1577
 GR1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1577!SPC AZ W     -   0.99994684  x   0.99994035  =   0.99988720
 GR1577!SPC NV E     -   0.99994684  x   1.00014499  =   1.00009183
 GR1577!UTM  11      -   0.99994684  x   1.00048766  =   1.00043448
 GR1577!UTM  12      -   0.99994684  x   1.00050603  =   1.00045285
 GR1577
 GR1577:                Primary Azimuth Mark                     Grid Az
 GR1577:SPC AZ W     -  A 80                                     232 45 45.3
 GR1577:SPC NV E     -  A 80                                     231 40 47.8
 GR1577:UTM  11      -  A 80                                     230 50 33.3
 GR1577:UTM  12      -  A 80                                     234 23 14.7
 GR1577
 GR1577|---------------------------------------------------------------------|
 GR1577| PID    Reference Object                     Distance      Geod. Az  |
 GR1577|                                                           dddmmss.s |
 GR1577| GR1573 A 80                                APPROX. 0.9 KM 2323621.3 |
 GR1577|---------------------------------------------------------------------|
 GR1577
 GR1577                          SUPERSEDED SURVEY CONTROL
 GR1577
 GR1577  NAD 83(1986)-  36 11 20.10373(N)    114 00 55.27303(W) AD(       ) 3
 GR1577  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1577
 GR1577.Superseded values are not recommended for survey control.
 GR1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1577.See file dsdata.txt to determine how the superseded data were derived.
 GR1577
 GR1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6839309033(NAD 83)
 GR1577_MARKER: DS = TRIANGULATION STATION DISK
 GR1577_SETTING: 80 = SET IN A BOULDER
 GR1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1577+STABILITY: SURFACE MOTION
 GR1577
 GR1577  HISTORY     - Date     Condition        Report By
 GR1577  HISTORY     - 1948     MONUMENTED       USGS
 GR1577
 GR1577                          STATION DESCRIPTION
 GR1577
 GR1577'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1577'LOCATED ABOUT 0.8 MI W. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1577'CANYON.  ON SMALL POINT OF STEEP, ROCKY SIDEHILL, ABOUT LEVEL WITH
 GR1577'HIGH WATER MARK.
 GR1577'
 GR1577'TO REACH NOT GIVEN.
 GR1577'
 GR1577'STATION MARK--STANDARD TABLET STAMPED---A 84 1948---, CEMENTED IN
 GR1577'TOP OF BOULDER IN PLACE.
 GR1577'
 GR1577'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0241 ***********************************************************************
 DA0241  DESIGNATION -  A 85
 DA0241  PID         -  DA0241
 DA0241  STATE/COUNTY-  AZ/PIMA
 DA0241  USGS QUAD   -  SANTA ROSA (1990)
 DA0241
 DA0241                         *CURRENT SURVEY CONTROL
 DA0241  ___________________________________________________________________
 DA0241* NAD 83(1992)-  32 20 17.27119(N)    112 03 37.10730(W)     ADJUSTED  
 DA0241* NAVD 88     -       560.72   (+/-2cm)    1839.6    (feet)  VERTCON   
 DA0241  ___________________________________________________________________
 DA0241  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DA0241  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0241
 DA0241  HORZ ORDER  -  THIRD
 DA0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0241
 DA0241.The horizontal coordinates were established by classical geodetic methods
 DA0241.and adjusted by the National Geodetic Survey in August 1993..
 DA0241
 DA0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0241.The vertical order pertains to the NGVD 29 superseded value.
 DA0241
 DA0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0241
 DA0241.The geoid height was determined by GEOID03.
 DA0241
 DA0241;                    North         East     Units Scale Factor Converg.
 DA0241;SPC AZ C     -   148,367.597   199,838.312   MT  0.99990225   -0 04 36.6
 DA0241;SPC AZ C     -   486,770.33    655,637.51   iFT  0.99990225   -0 04 36.6
 DA0241;UTM  12      - 3,578,409.875   400,215.114   MT  0.99972279   -0 34 02.0
 DA0241
 DA0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0241!SPC AZ C     -   0.99991679  x   0.99990225  =   0.99981905
 DA0241!UTM  12      -   0.99991679  x   0.99972279  =   0.99963961
 DA0241
 DA0241:                Primary Azimuth Mark                     Grid Az
 DA0241:SPC AZ C     -  A 85 AZ MK                               032 15 45.2
 DA0241:UTM  12      -  A 85 AZ MK                               032 45 10.6
 DA0241
 DA0241|---------------------------------------------------------------------|
 DA0241| PID    Reference Object                     Distance      Geod. Az  |
 DA0241|                                                           dddmmss.s |
 DA0241| DA0240 A 85 AZ MK                                         0321108.6 |
 DA0241| DA0242 A 85 RM 1                             7.667 METERS 03309     |
 DA0241| DA0243 A 85 RM 2                            14.672 METERS 29230     |
 DA0241|---------------------------------------------------------------------|
 DA0241
 DA0241                          SUPERSEDED SURVEY CONTROL
 DA0241
 DA0241  NAD 83(1986)-  32 20 17.26370(N)    112 03 37.10922(W) AD(       ) 3
 DA0241  NAD 27      -  32 20 17.02300(N)    112 03 34.62300(W) AD(       ) 3
 DA0241  NGVD 29 (??/??/92)  560.080  (m)         1837.53   (f) ADJ UNCH    2 0
 DA0241
 DA0241.Superseded values are not recommended for survey control.
 DA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0241.See file dsdata.txt to determine how the superseded data were derived.
 DA0241
 DA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0021578410(NAD 83)
 DA0241_MARKER: DB = BENCH MARK DISK
 DA0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0241_STAMPING: A 85 1935
 DA0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0241+STABILITY: SURFACE MOTION
 DA0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0241+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 DA0241
 DA0241  HISTORY     - Date     Condition        Report By
 DA0241  HISTORY     - 1936     MONUMENTED       CGS
 DA0241  HISTORY     - 1952     GOOD             CGS
 DA0241  HISTORY     - 1952     GOOD             NGS
 DA0241  HISTORY     - 20030828 GOOD             INDIV
 DA0241
 DA0241                          STATION DESCRIPTION
 DA0241
 DA0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0241'ABOUT 1.5 MILES NORTHWEST OF SANTA ROSA, IN ROAD TRIANGLE
 DA0241'FORMED BY THE JUNCTION OF THE CASA GRANDE AND THE VENTANA
 DA0241'ROADS.  STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DA0241'LEVEL BENCH-MARK DISK SET IN TOP OF CONCRETE POST, ABOUT
 DA0241'40 FEET WEST OF CENTERLINE OF CASA GRANDE ROAD, AND ABOUT
 DA0241'HALFWAY BETWEEN THE TWO YS FORMED BY THE ROAD JUNCTION.
 DA0241'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA0241'IS 7.667 METERS (25.15 FEET) FROM STATION
 DA0241'N 33 DEG 09 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DA0241'REFERENCE DISK, IS 14.672 METERS (48.14 FEET) FROM
 DA0241'STATION N 67 DEG 30 MIN W.  THE AZIMUTH MARK, A
 DA0241'STANDARD BRONZE DISK, IS 35 FEET WEST OF THE
 DA0241'CENTERLINE OF THE CASA GRANDE ROAD AND ABOUT 0.25 MILE
 DA0241'FROM STATION N 32 DEG 11 MIN E.
 DA0241
 DA0241                          STATION RECOVERY (1952)
 DA0241
 DA0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0241'STATION IS LOCATED ABOUT 1.6 MILES NW OF SANTA ROSA.  TO REACH
 DA0241'THE STATION, GO 1.6 MILES NW ALONG THE CASA GRANDE ROAD FROM
 DA0241'THE SCHOOL AT SANTA ROSA.
 DA0241'
 DA0241'STATION MARK IS A STANDARD BENCH-MARK DISK, STAMPED A 85 1935,
 DA0241'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0241'THE GROUND.  IT IS INSIDE OF THE TRIANGLE FORMED BY THE CASA
 DA0241'GRANDE ROAD AND THE FORMER VENTANA ROAD, ABOUT 75 YARDS S OF
 DA0241'THE JUNCTION OF THE NEW VENTANA ROAD, 105 FEET SE OF THE CENTER
 DA0241'LINE OF THE NW LEG OF THE TRIANGLE, 52-1/2 FEET W OF THE CENTER
 DA0241'LINE OF AND ABOUT 1 FOOT HIGHER THAN THE E LEG OF THE TRIANGLE
 DA0241'(CASA GRANDE ROAD).
 DA0241'
 DA0241'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED B.M. A 85
 DA0241'NO 1 1936, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0241'ABOVE THE GROUND.  IT IS 25.15 FEET NNE OF THE STATION, 43
 DA0241'FEET W OF THE CENTER LINE OF CASA GRANDE ROAD, AND ABOUT LEVEL
 DA0241'WITH THE STATION.
 DA0241'
 DA0241'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED B.M. A 85
 DA0241'NO 2 1936, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 DA0241'FOOT ABOVE THE GROUND.  IT IS 48.13 FEET WNW OF THE STATION
 DA0241'AND 70 FEET SE OF THE CENTER LINE OF THE NW LEG OF A TRIANGLE.
 DA0241
 DA0241                          STATION RECOVERY (1952)
 DA0241
 DA0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA0241'1.6 MI NW FROM SANTA ROSA.
 DA0241'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0241'SANTA ROSA, INSIDE OF THE TRIANGLE FORMED BY THE CASA GRANDE ROAD AND
 DA0241'THE OLD VENTANA ROAD, ABOUT 75 YARDS SOUTH OF THE JUNCTION OF THE NEW
 DA0241'ROAD TO VENTANA, 105 FEET SOUTH EAST OF THE CENTER LINE OF THE
 DA0241'NORTHWEST LEG OF A TRIANGLE, 52 1/2 FEET WEST OF THE CENTER LINE OF
 DA0241'AND ABOUT 1 FOOT HIGHER THAN THE CASA GRANDE ROAD, SET IN THE TOP OF A
 DA0241'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0241
 DA0241                          STATION RECOVERY (2003)
 DA0241
 DA0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MJA)
 DA0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1578 ***********************************************************************
 GR1578  DESIGNATION -  A 85
 GR1578  PID         -  GR1578
 GR1578  STATE/COUNTY-  AZ/MOHAVE
 GR1578  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1578
 GR1578                         *CURRENT SURVEY CONTROL
 GR1578  ___________________________________________________________________
 GR1578* NAD 83(1992)-  36 12 17.10280(N)    114 01 48.45487(W)     ADJUSTED  
 GR1578* NAVD 88     -       524.6    (meters)    1721.     (feet)  VERTCON   
 GR1578  ___________________________________________________________________
 GR1578  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GR1578  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1578
 GR1578  HORZ ORDER  -  THIRD
 GR1578
 GR1578.The horizontal coordinates were established by classical geodetic methods
 GR1578.and adjusted by the National Geodetic Survey in August 1993..
 GR1578
 GR1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1578
 GR1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1578
 GR1578.The geoid height was determined by GEOID03.
 GR1578
 GR1578;                    North         East     Units Scale Factor Converg.
 GR1578;SPC AZ W     -   577,285.565   188,169.874   MT  0.99994115   -0 09 55.7
 GR1578;SPC AZ W     - 1,893,981.51    617,355.23   iFT  0.99994115   -0 09 55.7
 GR1578;SPC NV E     - 8,162,505.918   339,671.219   MT  1.00014029   +0 55 03.3
 GR1578;SPC NV E     -26,779,821.50  1,114,404.66   sFT  1.00014029   +0 55 03.3
 GR1578;UTM  11      - 4,010,748.348   767,010.471   MT  1.00047854   +1 45 18.9
 GR1578;UTM  12      - 4,010,916.087   227,570.906   MT  1.00051456   -1 47 27.3
 GR1578
 GR1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1578!SPC AZ W     -   0.99992189  x   0.99994115  =   0.99986305
 GR1578!SPC NV E     -   0.99992189  x   1.00014029  =   1.00006217
 GR1578!UTM  11      -   0.99992189  x   1.00047854  =   1.00040040
 GR1578!UTM  12      -   0.99992189  x   1.00051456  =   1.00043641
 GR1578
 GR1578:                Primary Azimuth Mark                     Grid Az
 GR1578:SPC AZ W     -  A 84                                     143 03 32.2
 GR1578:SPC NV E     -  A 84                                     141 58 33.2
 GR1578:UTM  11      -  A 84                                     141 08 17.6
 GR1578:UTM  12      -  A 84                                     144 41 03.8
 GR1578
 GR1578|---------------------------------------------------------------------|
 GR1578| PID    Reference Object                     Distance      Geod. Az  |
 GR1578|                                                           dddmmss.s |
 GR1578| GR1577 A 84                                APPROX. 2.2 KM 1425336.5 |
 GR1578|---------------------------------------------------------------------|
 GR1578
 GR1578                          SUPERSEDED SURVEY CONTROL
 GR1578
 GR1578  NAD 83(1986)-  36 12 17.09483(N)    114 01 48.45453(W) AD(       ) 3
 GR1578  NGVD 29 (06/27/88)  524.0    (m)         1719.     (f) VERT ANG       
 GR1578
 GR1578.Superseded values are not recommended for survey control.
 GR1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1578.See file dsdata.txt to determine how the superseded data were derived.
 GR1578
 GR1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6701010748(NAD 83)
 GR1578_MARKER: DS = TRIANGULATION STATION DISK
 GR1578_SETTING: 80 = SET IN A BOULDER
 GR1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1578+STABILITY: SURFACE MOTION
 GR1578
 GR1578  HISTORY     - Date     Condition        Report By
 GR1578  HISTORY     - 1948     MONUMENTED       USGS
 GR1578
 GR1578                          STATION DESCRIPTION
 GR1578
 GR1578'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1578'LOCATED ABOUT 1.9 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1578'CANYON.  ON SOUTHEAST END OF HIGH PLATEAU, ABOUT 250 FT. ABOVE
 GR1578'HIGH WATER MARK.
 GR1578'
 GR1578'TO REACH NOT GIVEN.
 GR1578'
 GR1578'STATION MARK--STANDARD TABLET STAMPED---A 85 1948---, CEMENTED IN
 GR1578'TOP OF BOULDER IN PLACE.
 GR1578'
 GR1578'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0240 ***********************************************************************
 DA0240  DESIGNATION -  A 85 AZ MK
 DA0240  PID         -  DA0240
 DA0240  STATE/COUNTY-  AZ/PIMA
 DA0240  USGS QUAD   -  SANTA ROSA (1990)
 DA0240
 DA0240                         *CURRENT SURVEY CONTROL
 DA0240  ___________________________________________________________________
 DA0240* NAD 83(1986)-  32 20 32.     (N)    112 03 24.     (W)     SCALED    
 DA0240* NAVD 88     -       556.67   (+/-2cm)    1826.3    (feet)  VERTCON   
 DA0240  ___________________________________________________________________
 DA0240  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0240
 DA0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0240
 DA0240.The horizontal coordinates were scaled from a topographic map and have
 DA0240.an estimated accuracy of +/- 6 seconds.
 DA0240
 DA0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0240.The vertical order pertains to the NGVD 29 superseded value.
 DA0240
 DA0240.The geoid height was determined by GEOID03.
 DA0240
 DA0240;                    North         East    Units  Estimated Accuracy
 DA0240;SPC AZ C     -   148,820.      200,180.      MT  (+/- 180 meters Scaled)
 DA0240
 DA0240                          SUPERSEDED SURVEY CONTROL
 DA0240
 DA0240  NGVD 29 (??/??/92)  556.034  (m)         1824.25   (f) ADJ UNCH    2 0
 DA0240
 DA0240.Superseded values are not recommended for survey control.
 DA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0240.See file dsdata.txt to determine how the superseded data were derived.
 DA0240
 DA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA005788(NAD 83)
 DA0240_MARKER: DZ = AZIMUTH MARK DISK
 DA0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0240_STAMPING: BM A 85 1936
 DA0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0240+STABILITY: SURFACE MOTION
 DA0240
 DA0240  HISTORY     - Date     Condition        Report By
 DA0240  HISTORY     - 1936     MONUMENTED       CGS
 DA0240  HISTORY     - 1952     GOOD             NGS
 DA0240
 DA0240                          STATION DESCRIPTION
 DA0240
 DA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0240'2.0 MI NW FROM SANTA ROSA.
 DA0240'2.0 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0240'SANTA ROSA, 0.35 MILE NORTH OF THE T JUNCTION OF THE NEW ROAD, LEADING
 DA0240'WEST TO VENTANA, AT THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST,
 DA0240'ON THE TOP OF A DIRT BARRIER WHICH FORMS A T JUNCTION WITH THE CASA
 DA0240'GRANDE ROAD, 64 1/2 FEET EAST OF A POINT IN LINE WITH A TELEPHONE
 DA0240'LINE, 35 FEET WEST OF THE CENTER LINE OF AND ABOUT 1 1/2 FEET HIGHER
 DA0240'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 DA0240'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0242 ***********************************************************************
 DA0242  DESIGNATION -  A 85 RM 1
 DA0242  PID         -  DA0242
 DA0242  STATE/COUNTY-  AZ/PIMA
 DA0242  USGS QUAD   -  SANTA ROSA (1990)
 DA0242
 DA0242                         *CURRENT SURVEY CONTROL
 DA0242  ___________________________________________________________________
 DA0242* NAD 83(1986)-  32 20 18.     (N)    112 03 36.     (W)     SCALED    
 DA0242* NAVD 88     -       560.86   (+/-2cm)    1840.1    (feet)  VERTCON   
 DA0242  ___________________________________________________________________
 DA0242  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0242
 DA0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0242
 DA0242.The horizontal coordinates were scaled from a topographic map and have
 DA0242.an estimated accuracy of +/- 6 seconds.
 DA0242
 DA0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0242.The vertical order pertains to the NGVD 29 superseded value.
 DA0242
 DA0242.The geoid height was determined by GEOID03.
 DA0242
 DA0242;                    North         East    Units  Estimated Accuracy
 DA0242;SPC AZ C     -   148,390.      199,870.      MT  (+/- 180 meters Scaled)
 DA0242
 DA0242                          SUPERSEDED SURVEY CONTROL
 DA0242
 DA0242  NGVD 29 (??/??/92)  560.223  (m)         1838.00   (f) ADJ UNCH    2 0
 DA0242
 DA0242.Superseded values are not recommended for survey control.
 DA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0242.See file dsdata.txt to determine how the superseded data were derived.
 DA0242
 DA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA002784(NAD 83)
 DA0242_MARKER: DR = REFERENCE MARK DISK
 DA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0242_STAMPING: B.M.A 85 N. 1 1936
 DA0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0242+STABILITY: SURFACE MOTION
 DA0242
 DA0242  HISTORY     - Date     Condition        Report By
 DA0242  HISTORY     - 1936     MONUMENTED       CGS
 DA0242  HISTORY     - 1952     GOOD             NGS
 DA0242
 DA0242                          STATION DESCRIPTION
 DA0242
 DA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0242'1.6 MI NW FROM SANTA ROSA.
 DA0242'SAME DESCRIPTION TO REACH AS B.M. A 85, 43 FEET WEST OF THE CENTER
 DA0242'LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 25.1 FEET NORTH OF A
 DA0242'85, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DA0242'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0243 ***********************************************************************
 DA0243  DESIGNATION -  A 85 RM 2
 DA0243  PID         -  DA0243
 DA0243  STATE/COUNTY-  AZ/PIMA
 DA0243  USGS QUAD   -  SANTA ROSA (1990)
 DA0243
 DA0243                         *CURRENT SURVEY CONTROL
 DA0243  ___________________________________________________________________
 DA0243* NAD 83(1986)-  32 20 17.     (N)    112 03 39.     (W)     SCALED    
 DA0243* NAVD 88     -       560.73   (+/-2cm)    1839.7    (feet)  VERTCON   
 DA0243  ___________________________________________________________________
 DA0243  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0243
 DA0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0243
 DA0243.The horizontal coordinates were scaled from a topographic map and have
 DA0243.an estimated accuracy of +/- 6 seconds.
 DA0243
 DA0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0243.The vertical order pertains to the NGVD 29 superseded value.
 DA0243
 DA0243.The geoid height was determined by GEOID03.
 DA0243
 DA0243;                    North         East    Units  Estimated Accuracy
 DA0243;SPC AZ C     -   148,360.      199,790.      MT  (+/- 180 meters Scaled)
 DA0243
 DA0243                          SUPERSEDED SURVEY CONTROL
 DA0243
 DA0243  NGVD 29 (??/??/92)  560.092  (m)         1837.57   (f) ADJ UNCH    2 0
 DA0243
 DA0243.Superseded values are not recommended for survey control.
 DA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0243.See file dsdata.txt to determine how the superseded data were derived.
 DA0243
 DA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA001784(NAD 83)
 DA0243_MARKER: DR = REFERENCE MARK DISK
 DA0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0243_STAMPING: B.M. A 85 NO. 2 1936
 DA0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0243+STABILITY: SURFACE MOTION
 DA0243
 DA0243  HISTORY     - Date     Condition        Report By
 DA0243  HISTORY     - 1936     MONUMENTED       CGS
 DA0243  HISTORY     - 1952     GOOD             NGS
 DA0243
 DA0243                          STATION DESCRIPTION
 DA0243
 DA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0243'1.6 MI NW FROM SANTA ROSA.
 DA0243'SAME DESCRIPTION TO REACH AS B.M. A 85, 100 FEET WEST OF THE CENTER
 DA0243'LINE OF AND ABOUT LEVEL WITH THE CASA GRANDE ROAD, 70 FEET SOUTHEAST
 DA0243'OF THE CENTER LINE OF THE NORTHWEST LEG OF A TRIANGLE, 48.1 FEET WEST
 DA0243'OF A 85, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0243'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1234 ***********************************************************************
 CZ1234  DESIGNATION -  A 86
 CZ1234  PID         -  CZ1234
 CZ1234  STATE/COUNTY-  AZ/PINAL
 CZ1234  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1234
 CZ1234                         *CURRENT SURVEY CONTROL
 CZ1234  ___________________________________________________________________
 CZ1234* NAD 83(1986)-  32 35 15.     (N)    111 59 48.     (W)     SCALED    
 CZ1234* NAVD 88     -       494.46   (+/-2cm)    1622.2    (feet)  VERTCON   
 CZ1234  ___________________________________________________________________
 CZ1234  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ1234
 CZ1234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1234
 CZ1234.The horizontal coordinates were scaled from a topographic map and have
 CZ1234.an estimated accuracy of +/- 6 seconds.
 CZ1234
 CZ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1234.The vertical order pertains to the NGVD 29 superseded value.
 CZ1234
 CZ1234.The geoid height was determined by GEOID03.
 CZ1234
 CZ1234;                    North         East    Units  Estimated Accuracy
 CZ1234;SPC AZ C     -   176,010.      205,850.      MT  (+/- 180 meters Scaled)
 CZ1234
 CZ1234                          SUPERSEDED SURVEY CONTROL
 CZ1234
 CZ1234  NGVD 29 (??/??/92)  493.848  (m)         1620.23   (f) ADJ UNCH    2 0
 CZ1234
 CZ1234.Superseded values are not recommended for survey control.
 CZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1234.See file dsdata.txt to determine how the superseded data were derived.
 CZ1234
 CZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB064059(NAD 83)
 CZ1234_MARKER: DB = BENCH MARK DISK
 CZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1234_STAMPING: A 86 1935
 CZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1234+STABILITY: SURFACE MOTION
 CZ1234
 CZ1234  HISTORY     - Date     Condition        Report By
 CZ1234  HISTORY     - 1935     MONUMENTED       CGS
 CZ1234  HISTORY     - 1951     GOOD             NGS
 CZ1234
 CZ1234                          STATION DESCRIPTION
 CZ1234
 CZ1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1234'0.8 MI NE FROM QUAJOTE.
 CZ1234'0.8 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1234'VILLAGE OF QUAJOTE, ABOUT 660 FEET WEST ALONG A LARGE WASH OF THE
 CZ1234'CENTER LINE OF THE TRACK ROAD, BETWEEN THE TWO RUTS FORMED BY AN OLD
 CZ1234'ROAD, 90 FEET NORTH OF THE APPROXIMATE CENTER OF WASH, 1.7 FEET WEST
 CZ1234'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1234'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1579 ***********************************************************************
 GR1579  DESIGNATION -  A 86
 GR1579  PID         -  GR1579
 GR1579  STATE/COUNTY-  AZ/MOHAVE
 GR1579  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1579
 GR1579                         *CURRENT SURVEY CONTROL
 GR1579  ___________________________________________________________________
 GR1579* NAD 83(1992)-  36 12 56.35396(N)    114 00 55.45966(W)     ADJUSTED  
 GR1579* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1579  ___________________________________________________________________
 GR1579  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 GR1579  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR1579
 GR1579  HORZ ORDER  -  THIRD
 GR1579
 GR1579.The horizontal coordinates were established by classical geodetic methods
 GR1579.and adjusted by the National Geodetic Survey in August 1993..
 GR1579
 GR1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1579
 GR1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1579
 GR1579.The geoid height was determined by GEOID03.
 GR1579
 GR1579;                    North         East     Units Scale Factor Converg.
 GR1579;SPC AZ W     -   578,491.605   189,496.951   MT  0.99994035   -0 09 24.5
 GR1579;SPC AZ W     - 1,897,938.34    621,709.16   iFT  0.99994035   -0 09 24.5
 GR1579;SPC NV E     - 8,163,737.079   340,975.523   MT  1.00014480   +0 55 35.5
 GR1579;SPC NV E     -26,783,860.73  1,118,683.86   sFT  1.00014480   +0 55 35.5
 GR1579;UTM  11      - 4,011,998.873   768,297.072   MT  1.00048702   +1 45 51.9
 GR1579;UTM  12      - 4,012,084.659   228,932.438   MT  1.00050544   -1 46 57.6
 GR1579
 GR1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1579!SPC AZ W     -   0.99994684  x   0.99994035  =   0.99988719
 GR1579!SPC NV E     -   0.99994684  x   1.00014480  =   1.00009163
 GR1579!UTM  11      -   0.99994684  x   1.00048702  =   1.00043383
 GR1579!UTM  12      -   0.99994684  x   1.00050544  =   1.00045225
 GR1579
 GR1579                          SUPERSEDED SURVEY CONTROL
 GR1579
 GR1579  NAD 83(1986)-  36 12 56.34626(N)    114 00 55.45905(W) AD(       ) 3
 GR1579  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1579
 GR1579.Superseded values are not recommended for survey control.
 GR1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1579.See file dsdata.txt to determine how the superseded data were derived.
 GR1579
 GR1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6829711999(NAD 83)
 GR1579_MARKER: DS = TRIANGULATION STATION DISK
 GR1579_SETTING: 80 = SET IN A BOULDER
 GR1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1579+STABILITY: SURFACE MOTION
 GR1579
 GR1579  HISTORY     - Date     Condition        Report By
 GR1579  HISTORY     - 1948     MONUMENTED       USGS
 GR1579
 GR1579                          STATION DESCRIPTION
 GR1579
 GR1579'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1579'NOT OCCUPIED.
 GR1579'
 GR1579'LOCATED ABOUT 1.5 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1579'CANYON.  ON WEST SIDE OF GRAND WASH, ON STEEP SIDEHILL OF BROKEN
 GR1579'ROCK, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1579'
 GR1579'STATION MARK--STANDARD TABLET STAMPED---A 86 1948---, CEMENTED IN
 GR1579'TOP OF LARGE BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0632 ***********************************************************************
 DA0632  DESIGNATION -  A 87
 DA0632  PID         -  DA0632
 DA0632  STATE/COUNTY-  AZ/MARICOPA
 DA0632  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0632
 DA0632                         *CURRENT SURVEY CONTROL
 DA0632  ___________________________________________________________________
 DA0632* NAD 83(1986)-  32 47 49.     (N)    112 36 04.     (W)     SCALED    
 DA0632* NAVD 88     -       393.27   (+/-2cm)    1290.3    (feet)  VERTCON   
 DA0632  ___________________________________________________________________
 DA0632  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DA0632
 DA0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0632
 DA0632.The horizontal coordinates were scaled from a topographic map and have
 DA0632.an estimated accuracy of +/- 6 seconds.
 DA0632
 DA0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0632.The vertical order pertains to the NGVD 29 superseded value.
 DA0632
 DA0632.The geoid height was determined by GEOID03.
 DA0632
 DA0632;                    North         East    Units  Estimated Accuracy
 DA0632;SPC AZ C     -   199,440.      149,260.      MT  (+/- 180 meters Scaled)
 DA0632
 DA0632                          SUPERSEDED SURVEY CONTROL
 DA0632
 DA0632  NGVD 29 (??/??/92)  392.620  (m)         1288.12   (f) ADJ UNCH    2 0
 DA0632
 DA0632.Superseded values are not recommended for survey control.
 DA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0632.See file dsdata.txt to determine how the superseded data were derived.
 DA0632
 DA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB500299(NAD 83)
 DA0632_MARKER: DB = BENCH MARK DISK
 DA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0632_STAMPING: A 87 1935
 DA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0632+STABILITY: SURFACE MOTION
 DA0632
 DA0632  HISTORY     - Date     Condition        Report By
 DA0632  HISTORY     - 1935     MONUMENTED       CGS
 DA0632  HISTORY     - 1951     GOOD             NGS
 DA0632  HISTORY     - 1980     GOOD             USGS
 DA0632
 DA0632                          STATION DESCRIPTION
 DA0632
 DA0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0632'13.6 MI SE FROM GILA BEND.
 DA0632'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0632'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0632'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0632'SOUTH ALONG A TRACK ROAD, THENCE 9.6 MILES SOUTHEAST ALONG A TRACK
 DA0632'ROAD, AT A SMALL ROCKY BARREN PATCH OF GROUND, ABOUT 200 YARDS, WEST
 DA0632'SOUTHWEST OF A STEEP ROCKY HILL, 22 FEET SOUTHWEST OF THE CENTER LINE
 DA0632'OF THE ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP
 DA0632'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT
 DA0632'LEVEL WITH THE ROAD.
 DA0632
 DA0632                          STATION RECOVERY (1980)
 DA0632
 DA0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0632'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0632'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0632'NINEMILE WELL, HECNE PROCEED EAST AND SE ON TRACK ROAD FOR 5.35 MILES
 DA0632'TO BM ON SW. BM IS AT A SMALL ROCKY PATCH OF GROUND, ABOUT 200 YARDS
 DA0632'WSW OF A STEEP ROCKY HILL 22 FT SW OF THE CENTER OF TRACK ROAD, 1.4
 DA0632'FT NE OF A 4X4 WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DA0632'PROJECTING 0.3 FT AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1580 ***********************************************************************
 GR1580  DESIGNATION -  A 87
 GR1580  PID         -  GR1580
 GR1580  STATE/COUNTY-  AZ/MOHAVE
 GR1580  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1580
 GR1580                         *CURRENT SURVEY CONTROL
 GR1580  ___________________________________________________________________
 GR1580* NAD 83(1992)-  36 13 35.17074(N)    114 00 18.05687(W)     ADJUSTED  
 GR1580* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1580  ___________________________________________________________________
 GR1580  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 GR1580  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GR1580
 GR1580  HORZ ORDER  -  THIRD
 GR1580
 GR1580.The horizontal coordinates were established by classical geodetic methods
 GR1580.and adjusted by the National Geodetic Survey in August 1993..
 GR1580
 GR1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1580
 GR1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1580
 GR1580.The geoid height was determined by GEOID03.
 GR1580
 GR1580;                    North         East     Units Scale Factor Converg.
 GR1580;SPC AZ W     -   579,685.475   190,434.252   MT  0.99993981   -0 09 02.6
 GR1580;SPC AZ W     - 1,901,855.23    624,784.29   iFT  0.99993981   -0 09 02.6
 GR1580;SPC NV E     - 8,164,948.709   341,890.270   MT  1.00014799   +0 55 58.5
 GR1580;SPC NV E     -26,787,835.89  1,121,684.99   sFT  1.00014799   +0 55 58.5
 GR1580;UTM  11      - 4,013,224.173   769,194.308   MT  1.00049296   +1 46 15.7
 GR1580;UTM  12      - 4,013,252.107   229,903.785   MT  1.00049896   -1 46 37.1
 GR1580
 GR1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1580!SPC AZ W     -   0.99994684  x   0.99993981  =   0.99988665
 GR1580!SPC NV E     -   0.99994684  x   1.00014799  =   1.00009482
 GR1580!UTM  11      -   0.99994684  x   1.00049296  =   1.00043977
 GR1580!UTM  12      -   0.99994684  x   1.00049896  =   1.00044577
 GR1580
 GR1580:                Primary Azimuth Mark                     Grid Az
 GR1580:SPC AZ W     -  A 90                                     180 22 50.6
 GR1580:SPC NV E     -  A 90                                     179 17 49.5
 GR1580:UTM  11      -  A 90                                     178 27 32.3
 GR1580:UTM  12      -  A 90                                     182 00 25.1
 GR1580
 GR1580|---------------------------------------------------------------------|
 GR1580| PID    Reference Object                     Distance      Geod. Az  |
 GR1580|                                                           dddmmss.s |
 GR1580| GR1583 A 90                                APPROX. 3.3 KM 1801348.0 |
 GR1580|---------------------------------------------------------------------|
 GR1580
 GR1580                          SUPERSEDED SURVEY CONTROL
 GR1580
 GR1580  NAD 83(1986)-  36 13 35.16335(N)    114 00 18.05607(W) AD(       ) 3
 GR1580  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1580
 GR1580.Superseded values are not recommended for survey control.
 GR1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1580.See file dsdata.txt to determine how the superseded data were derived.
 GR1580
 GR1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6919413224(NAD 83)
 GR1580_MARKER: DS = TRIANGULATION STATION DISK
 GR1580_SETTING: 80 = SET IN A BOULDER
 GR1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1580+STABILITY: SURFACE MOTION
 GR1580
 GR1580  HISTORY     - Date     Condition        Report By
 GR1580  HISTORY     - 1948     MONUMENTED       USGS
 GR1580
 GR1580                          STATION DESCRIPTION
 GR1580
 GR1580'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1580'LOCATED ABOUT 2.3 MI N. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1580'CANYON.  ON EAST SIDE OF GRAND WASH, ABOUT 800 FT. SW. OF HIGH
 GR1580'WATER MARK AT SOUTHWEST END OF BROAD, FLAT RIDGE, ABOUT 5 FT.
 GR1580'BELOW HIGH WATER MARK.
 GR1580'
 GR1580'TO REACH NOT GIVEN.
 GR1580'
 GR1580'STATION MARK--STANDARD TABLET STAMPED---A 87 1948---, CEMENTED IN
 GR1580'TOP OF BOULDER IN PLACE.
 GR1580'
 GR1580'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0229 ***********************************************************************
 GQ0229  DESIGNATION -  A 88
 GQ0229  PID         -  GQ0229
 GQ0229  STATE/COUNTY-  AZ/MOHAVE
 GQ0229  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0229
 GQ0229                         *CURRENT SURVEY CONTROL
 GQ0229  ___________________________________________________________________
 GQ0229* NAD 83(1992)-  36 12 37.12049(N)    113 59 42.05858(W)     ADJUSTED  
 GQ0229* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0229  ___________________________________________________________________
 GQ0229  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 GQ0229  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0229
 GQ0229  HORZ ORDER  -  THIRD
 GQ0229
 GQ0229.The horizontal coordinates were established by classical geodetic methods
 GQ0229.and adjusted by the National Geodetic Survey in August 1993..
 GQ0229
 GQ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0229
 GQ0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0229
 GQ0229.The geoid height was determined by GEOID03.
 GQ0229
 GQ0229;                    North         East     Units Scale Factor Converg.
 GQ0229;SPC AZ W     -   577,893.984   191,328.683   MT  0.99993931   -0 08 41.1
 GQ0229;SPC AZ W     - 1,895,977.64    627,718.78   iFT  0.99993931   -0 08 41.1
 GQ0229;SPC NV E     - 8,163,174.077   342,818.610   MT  1.00015125   +0 56 18.4
 GQ0229;SPC NV E     -26,782,013.62  1,124,730.72   sFT  1.00015125   +0 56 18.4
 GQ0229;UTM  12      - 4,011,434.948   230,747.493   MT  1.00049335   -1 46 13.3
 GQ0229;UTM  11      - 4,011,462.698   770,148.833   MT  1.00049931   +1 46 34.6
 GQ0229
 GQ0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0229!SPC AZ W     -   0.99994574  x   0.99993931  =   0.99988505
 GQ0229!SPC NV E     -   0.99994574  x   1.00015125  =   1.00009698
 GQ0229!UTM  12      -   0.99994574  x   1.00049335  =   1.00043906
 GQ0229!UTM  11      -   0.99994574  x   1.00049931  =   1.00044502
 GQ0229
 GQ0229                          SUPERSEDED SURVEY CONTROL
 GQ0229
 GQ0229  NAD 83(1986)-  36 12 37.11270(N)    113 59 42.05742(W) AD(       ) 3
 GQ0229  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GQ0229
 GQ0229.Superseded values are not recommended for survey control.
 GQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0229.See file dsdata.txt to determine how the superseded data were derived.
 GQ0229
 GQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3074711435(NAD 83)
 GQ0229_MARKER: DS = TRIANGULATION STATION DISK
 GQ0229_SETTING: 80 = SET IN A BOULDER
 GQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0229+STABILITY: SURFACE MOTION
 GQ0229
 GQ0229  HISTORY     - Date     Condition        Report By
 GQ0229  HISTORY     - 1948     MONUMENTED       USGS
 GQ0229
 GQ0229                          STATION DESCRIPTION
 GQ0229
 GQ0229'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0229'NOT OCCUPIED.
 GQ0229'
 GQ0229'LOCATED ABOUT 1.3 MI N. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0229'CANYON.  ON EAST SIDE OF GRAND WASH, ON BROAD SLOPE, ABOUT 700 FT.
 GQ0229'S. OF PROMINENT DRAIN, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0229'
 GQ0229'STATION MARK--STANDARD TABLET STAMPED---A88 1948---, CEMENTED IN
 GQ0229'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1362 ***********************************************************************
 CZ1362  DESIGNATION -  A 89
 CZ1362  PID         -  CZ1362
 CZ1362  STATE/COUNTY-  AZ/PINAL
 CZ1362  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1362
 CZ1362                         *CURRENT SURVEY CONTROL
 CZ1362  ___________________________________________________________________
 CZ1362* NAD 83(1986)-  32 41 23.     (N)    111 47 33.     (W)     SCALED    
 CZ1362* NAVD 88     -       456.09   (+/-2cm)    1496.4    (feet)  VERTCON   
 CZ1362  ___________________________________________________________________
 CZ1362  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1362
 CZ1362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1362
 CZ1362.The horizontal coordinates were scaled from a topographic map and have
 CZ1362.an estimated accuracy of +/- 6 seconds.
 CZ1362
 CZ1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1362.The vertical order pertains to the NGVD 29 superseded value.
 CZ1362
 CZ1362.The geoid height was determined by GEOID03.
 CZ1362
 CZ1362;                    North         East    Units  Estimated Accuracy
 CZ1362;SPC AZ C     -   187,350.      225,000.      MT  (+/- 180 meters Scaled)
 CZ1362
 CZ1362                          SUPERSEDED SURVEY CONTROL
 CZ1362
 CZ1362  NGVD 29 (??/??/92)  455.500  (m)         1494.42   (f) ADJ UNCH    2 0
 CZ1362
 CZ1362.Superseded values are not recommended for survey control.
 CZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1362.See file dsdata.txt to determine how the superseded data were derived.
 CZ1362
 CZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB257171(NAD 83)
 CZ1362_MARKER: DB = BENCH MARK DISK
 CZ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1362_STAMPING: A 89 1935
 CZ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1362+STABILITY: SURFACE MOTION
 CZ1362
 CZ1362  HISTORY     - Date     Condition        Report By
 CZ1362  HISTORY     - 1935     MONUMENTED       CGS
 CZ1362  HISTORY     - 1952     GOOD             NGS
 CZ1362  HISTORY     - 1966     GOOD             NGS
 CZ1362
 CZ1362                          STATION DESCRIPTION
 CZ1362
 CZ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1362'2.3 MI S FROM WHITE HORSE PASS.
 CZ1362'2.3 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1362'VILLAGE AT WHITE HORSE PASS, 0.1 MILE SOUTH OF THE JUNCTION OF A TRACK
 CZ1362'ROAD LEADING SOUTHWEST AND THE EAST END OF A ROUND HILL, 14 FEET WEST
 CZ1362'OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A WITNESS POST, AND
 CZ1362'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1362'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1362
 CZ1362                          STATION RECOVERY (1966)
 CZ1362
 CZ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1581 ***********************************************************************
 GR1581  DESIGNATION -  A 89
 GR1581  PID         -  GR1581
 GR1581  STATE/COUNTY-  AZ/MOHAVE
 GR1581  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1581
 GR1581                         *CURRENT SURVEY CONTROL
 GR1581  ___________________________________________________________________
 GR1581* NAD 83(1992)-  36 11 57.88590(N)    114 00 45.52918(W)     ADJUSTED  
 GR1581* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1581  ___________________________________________________________________
 GR1581  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 GR1581  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR1581
 GR1581  HORZ ORDER  -  THIRD
 GR1581
 GR1581.The horizontal coordinates were established by classical geodetic methods
 GR1581.and adjusted by the National Geodetic Survey in August 1993..
 GR1581
 GR1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1581
 GR1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1581
 GR1581.The geoid height was determined by GEOID03.
 GR1581
 GR1581;                    North         East     Units Scale Factor Converg.
 GR1581;SPC AZ W     -   576,688.882   189,740.090   MT  0.99994020   -0 09 18.4
 GR1581;SPC AZ W     - 1,892,023.89    622,506.86   iFT  0.99994020   -0 09 18.4
 GR1581;SPC NV E     - 8,161,938.906   341,252.752   MT  1.00014577   +0 55 40.1
 GR1581;SPC NV E     -26,777,961.23  1,119,593.40   sFT  1.00014577   +0 55 40.1
 GR1581;UTM  11      - 4,010,204.331   768,600.666   MT  1.00048903   +1 45 55.4
 GR1581;UTM  12      - 4,010,274.743   229,124.450   MT  1.00050416   -1 46 49.2
 GR1581
 GR1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1581!SPC AZ W     -   0.99994684  x   0.99994020  =   0.99988705
 GR1581!SPC NV E     -   0.99994684  x   1.00014577  =   1.00009260
 GR1581!UTM  11      -   0.99994684  x   1.00048903  =   1.00043585
 GR1581!UTM  12      -   0.99994684  x   1.00050416  =   1.00045098
 GR1581
 GR1581:                Primary Azimuth Mark                     Grid Az
 GR1581:SPC AZ W     -  A 84                                     191 57 59.4
 GR1581:SPC NV E     -  A 84                                     190 53 00.9
 GR1581:UTM  11      -  A 84                                     190 02 45.6
 GR1581:UTM  12      -  A 84                                     193 35 30.2
 GR1581
 GR1581|---------------------------------------------------------------------|
 GR1581| PID    Reference Object                     Distance      Geod. Az  |
 GR1581|                                                           dddmmss.s |
 GR1581| GR1577 A 84                                APPROX. 1.2 KM 1914841.0 |
 GR1581|---------------------------------------------------------------------|
 GR1581
 GR1581                          SUPERSEDED SURVEY CONTROL
 GR1581
 GR1581  NAD 83(1986)-  36 11 57.87776(N)    114 00 45.52838(W) AD(       ) 3
 GR1581  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1581
 GR1581.Superseded values are not recommended for survey control.
 GR1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1581.See file dsdata.txt to determine how the superseded data were derived.
 GR1581
 GR1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6860110204(NAD 83)
 GR1581_MARKER: DS = TRIANGULATION STATION DISK
 GR1581_SETTING: 66 = SET IN ROCK OUTCROP
 GR1581_SP_SET: SET IN BEDROCK
 GR1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1581+STABILITY: POSITION/ELEVATION WELL
 GR1581
 GR1581  HISTORY     - Date     Condition        Report By
 GR1581  HISTORY     - 1948     MONUMENTED       USGS
 GR1581
 GR1581                          STATION DESCRIPTION
 GR1581
 GR1581'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1581'LOCATED ABOUT 0.8 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1581'CANYON.  ON POINT FORMING WEST ENTRANCE TO GRAND WASH, ABOUT 60
 GR1581'FT. ABOVE HIGH WATER MARK.
 GR1581'
 GR1581'TO REACH NOT GIVEN.
 GR1581'
 GR1581'STATION MARK--STANDARD TABLET STAMPED---A 89 1948---, CEMENTED IN
 GR1581'BROKEN BEDROCK.
 GR1581'
 GR1581'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1030 ***********************************************************************
 DA1030  DESIGNATION -  A 9
 DA1030  PID         -  DA1030
 DA1030  STATE/COUNTY-  AZ/YUMA
 DA1030  USGS QUAD   -  GROWLER (1982)
 DA1030
 DA1030                         *CURRENT SURVEY CONTROL
 DA1030  ___________________________________________________________________
 DA1030* NAD 83(1986)-  32 48 28.     (N)    113 49 49.     (W)     SCALED    
 DA1030* NAVD 88     -        93.66   (+/-2cm)     307.3    (feet)  VERTCON   
 DA1030  ___________________________________________________________________
 DA1030  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DA1030
 DA1030  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1030
 DA1030.The horizontal coordinates were scaled from a topographic map and have
 DA1030.an estimated accuracy of +/- 6 seconds.
 DA1030
 DA1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1030.The vertical order pertains to the NGVD 29 superseded value.
 DA1030
 DA1030.The geoid height was determined by GEOID03.
 DA1030
 DA1030;                    North         East    Units  Estimated Accuracy
 DA1030;SPC AZ W     -   200,450.      205,840.      MT  (+/- 180 meters Scaled)
 DA1030
 DA1030                          SUPERSEDED SURVEY CONTROL
 DA1030
 DA1030  NGVD 29 (??/??/92)   93.017  (m)          305.17   (f) ADJ UNCH    1 2
 DA1030
 DA1030.Superseded values are not recommended for survey control.
 DA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1030.See file dsdata.txt to determine how the superseded data were derived.
 DA1030
 DA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB349335(NAD 83)
 DA1030_MARKER: DB = BENCH MARK DISK
 DA1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1030_STAMPING: 305.173 A 9 1927
 DA1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1030+STABILITY: SURFACE MOTION
 DA1030
 DA1030  HISTORY     - Date     Condition        Report By
 DA1030  HISTORY     - 1927     MONUMENTED       CGS
 DA1030  HISTORY     - 1935     GOOD             NGS
 DA1030  HISTORY     - 1967     GOOD             NGS
 DA1030
 DA1030                          STATION DESCRIPTION
 DA1030
 DA1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1030'21.1 MI NE FROM WELLTON.
 DA1030'21.1 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1030'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1030'COUNTY, 2.0 MILES SOUTHWEST OF THE STATION AT GROWLER, 63 FEET SOUTH
 DA1030'OF THE THIRD POLE NORTHEAST OF MILEPOST 791, 4 POLES SOUTHWEST OF THE
 DA1030'WEST END OF A CUT, 99 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 DA1030'JUST INSIDE THE RIGHT OF WAY FENCE, AND 6 FEET LOWER THAN THE TRACK. A
 DA1030'STANDARD DISK, STAMPED 305.173 A 9 1927 AND SET IN THE TOP OF A
 DA1030'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA1030
 DA1030                          STATION RECOVERY (1967)
 DA1030
 DA1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DA1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1582 ***********************************************************************
 GR1582  DESIGNATION -  A 9
 GR1582  PID         -  GR1582
 GR1582  STATE/COUNTY-  AZ/MOHAVE
 GR1582  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1582
 GR1582                         *CURRENT SURVEY CONTROL
 GR1582  ___________________________________________________________________
 GR1582* NAD 83(1992)-  36 08 13.71194(N)    114 37 41.62675(W)     ADJUSTED  
 GR1582* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GR1582  ___________________________________________________________________
 GR1582  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GR1582  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1582
 GR1582  HORZ ORDER  -  THIRD
 GR1582
 GR1582.The horizontal coordinates were established by classical geodetic methods
 GR1582.and adjusted by the National Geodetic Survey in August 1993..
 GR1582
 GR1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1582
 GR1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1582
 GR1582.The geoid height was determined by GEOID03.
 GR1582
 GR1582;                    North         East     Units Scale Factor Converg.
 GR1582;SPC AZ W     -   570,104.957   134,317.222   MT  1.00001029   -0 31 04.6
 GR1582;SPC AZ W     - 1,870,423.09    440,673.30   iFT  1.00001029   -0 31 04.6
 GR1582;SPC NV E     - 8,154,308.818   285,958.949   MT  0.99999101   +0 33 47.8
 GR1582;SPC NV E     -26,752,928.18    938,183.65   sFT  0.99999101   +0 33 47.8
 GR1582;UTM  11      - 4,001,765.406   713,410.020   MT  1.00016120   +1 23 57.2
 GR1582
 GR1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1582!SPC AZ W     -   0.99995264  x   1.00001029  =   0.99996293
 GR1582!SPC NV E     -   0.99995264  x   0.99999101  =   0.99994365
 GR1582!UTM  11      -   0.99995264  x   1.00016120  =   1.00011383
 GR1582
 GR1582:                Primary Azimuth Mark                     Grid Az
 GR1582:SPC AZ W     -  A 8                                      243 47 46.1
 GR1582:SPC NV E     -  A 8                                      242 42 53.7
 GR1582:UTM  11      -  A 8                                      241 52 44.3
 GR1582
 GR1582|---------------------------------------------------------------------|
 GR1582| PID    Reference Object                     Distance      Geod. Az  |
 GR1582|                                                           dddmmss.s |
 GR1582| GR1572 A 8                                 APPROX. 1.6 KM 2431641.5 |
 GR1582|---------------------------------------------------------------------|
 GR1582
 GR1582                          SUPERSEDED SURVEY CONTROL
 GR1582
 GR1582  NAD 83(1986)-  36 08 13.69784(N)    114 37 41.61717(W) AD(       ) 3
 GR1582  NGVD 29 (06/27/88)  329.0    (m)         1079.     (f) VERT ANG       
 GR1582
 GR1582.Superseded values are not recommended for survey control.
 GR1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1582.See file dsdata.txt to determine how the superseded data were derived.
 GR1582
 GR1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1341001765(NAD 83)
 GR1582_MARKER: DS = TRIANGULATION STATION DISK
 GR1582_SETTING: 66 = SET IN ROCK OUTCROP
 GR1582_SP_SET: SET IN BEDROCK
 GR1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1582+STABILITY: POSITION/ELEVATION WELL
 GR1582
 GR1582  HISTORY     - Date     Condition        Report By
 GR1582  HISTORY     - 1948     MONUMENTED       USGS
 GR1582
 GR1582                          STATION DESCRIPTION
 GR1582
 GR1582'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1582'LOCATED ABOUT 2.4 MI NE. OF BEACON ISLAND.  IN BOULDER CANYON, ON
 GR1582'POINT AT RIGHT ANGLE BEND OF CANYON, ABOUT 80 FT. SE. OF N.P.S.
 GR1582'REFLECTOR, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1582'
 GR1582'TO REACH NOT GIVEN.
 GR1582'
 GR1582'STATION MARK--STANDARD TABLET STAMPED---A9 1948---, CEMENTED IN
 GR1582'BEDROCK.
 GR1582'
 GR1582'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0276 ***********************************************************************
 DA0276  DESIGNATION -  A 90
 DA0276  PID         -  DA0276
 DA0276  STATE/COUNTY-  AZ/PIMA
 DA0276  USGS QUAD   -  SANTA ROSA (1990)
 DA0276
 DA0276                         *CURRENT SURVEY CONTROL
 DA0276  ___________________________________________________________________
 DA0276* NAD 83(1986)-  32 20 39.     (N)    112 05 35.     (W)     SCALED    
 DA0276* NAVD 88     -       576.71   (+/-2cm)    1892.1    (feet)  VERTCON   
 DA0276  ___________________________________________________________________
 DA0276  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0276
 DA0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0276
 DA0276.The horizontal coordinates were scaled from a topographic map and have
 DA0276.an estimated accuracy of +/- 6 seconds.
 DA0276
 DA0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0276.The vertical order pertains to the NGVD 29 superseded value.
 DA0276
 DA0276.The geoid height was determined by GEOID03.
 DA0276
 DA0276;                    North         East    Units  Estimated Accuracy
 DA0276;SPC AZ C     -   149,040.      196,760.      MT  (+/- 180 meters Scaled)
 DA0276
 DA0276                          SUPERSEDED SURVEY CONTROL
 DA0276
 DA0276  NGVD 29 (??/??/92)  576.066  (m)         1889.98   (f) ADJ UNCH    2 0
 DA0276
 DA0276.Superseded values are not recommended for survey control.
 DA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0276.See file dsdata.txt to determine how the superseded data were derived.
 DA0276
 DA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA971791(NAD 83)
 DA0276_MARKER: DB = BENCH MARK DISK
 DA0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0276_STAMPING: A 90 1935
 DA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0276+STABILITY: SURFACE MOTION
 DA0276
 DA0276  HISTORY     - Date     Condition        Report By
 DA0276  HISTORY     - 1935     MONUMENTED       CGS
 DA0276  HISTORY     - 1952     GOOD             NGS
 DA0276
 DA0276                          STATION DESCRIPTION
 DA0276
 DA0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0276'3.55 MI NW FROM SANTA ROSA.
 DA0276'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0276'SANTA ROSA, THENCE, 1.95 MILE WEST ALONG A GRADED ROAD, ABOUT 200
 DA0276'YARDS EAST OF A POINT WHERE A NORTHWEST-SOUTHEAST DIRT BARRIER
 DA0276'JUNCTIONS WITH THE ROAD, 65 FEET SOUTH OF A TELEPHONE POLE, 57 FEET
 DA0276'NORTH OF THE CENTER LINE OF A DIRT BARRIER, 27 FEET SOUTH OF THE
 DA0276'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A
 DA0276'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0276'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1583 ***********************************************************************
 GR1583  DESIGNATION -  A 90
 GR1583  PID         -  GR1583
 GR1583  STATE/COUNTY-  AZ/MOHAVE
 GR1583  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1583
 GR1583                         *CURRENT SURVEY CONTROL
 GR1583  ___________________________________________________________________
 GR1583* NAD 83(1992)-  36 11 49.01494(N)    114 00 18.58259(W)     ADJUSTED  
 GR1583* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1583  ___________________________________________________________________
 GR1583  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 GR1583  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1583
 GR1583  HORZ ORDER  -  THIRD
 GR1583
 GR1583.The horizontal coordinates were established by classical geodetic methods
 GR1583.and adjusted by the National Geodetic Survey in August 1993..
 GR1583
 GR1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1583
 GR1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1583
 GR1583.The geoid height was determined by GEOID03.
 GR1583
 GR1583;                    North         East     Units Scale Factor Converg.
 GR1583;SPC AZ W     -   576,413.674   190,412.515   MT  0.99993982   -0 09 02.5
 GR1583;SPC AZ W     - 1,891,120.98    624,712.98   iFT  0.99993982   -0 09 02.5
 GR1583;SPC NV E     - 8,161,676.400   341,930.399   MT  1.00014813   +0 55 55.8
 GR1583;SPC NV E     -26,777,099.99  1,121,816.65   sFT  1.00014813   +0 55 55.8
 GR1583;UTM  11      - 4,009,951.672   769,282.312   MT  1.00049355   +1 46 10.9
 GR1583;UTM  12      - 4,009,980.410   229,789.172   MT  1.00049973   -1 46 32.9
 GR1583
 GR1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1583!SPC AZ W     -   0.99994684  x   0.99993982  =   0.99988666
 GR1583!SPC NV E     -   0.99994684  x   1.00014813  =   1.00009496
 GR1583!UTM  11      -   0.99994684  x   1.00049355  =   1.00044036
 GR1583!UTM  12      -   0.99994684  x   1.00049973  =   1.00044654
 GR1583
 GR1583:                Primary Azimuth Mark                     Grid Az
 GR1583:SPC AZ W     -  A 84                                     225 58 21.3
 GR1583:SPC NV E     -  A 84                                     224 53 23.0
 GR1583:UTM  11      -  A 84                                     224 03 07.9
 GR1583:UTM  12      -  A 84                                     227 35 51.7
 GR1583
 GR1583|---------------------------------------------------------------------|
 GR1583| PID    Reference Object                     Distance      Geod. Az  |
 GR1583|                                                           dddmmss.s |
 GR1583| GR1577 A 84                                APPROX. 1.3 KM 2254918.8 |
 GR1583|---------------------------------------------------------------------|
 GR1583
 GR1583                          SUPERSEDED SURVEY CONTROL
 GR1583
 GR1583  NAD 83(1986)-  36 11 49.00677(N)    114 00 18.58161(W) AD(       ) 3
 GR1583  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1583
 GR1583.Superseded values are not recommended for survey control.
 GR1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1583.See file dsdata.txt to determine how the superseded data were derived.
 GR1583
 GR1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6928209952(NAD 83)
 GR1583_MARKER: DS = TRIANGULATION STATION DISK
 GR1583_SETTING: 66 = SET IN ROCK OUTCROP
 GR1583_SP_SET: SET IN BEDROCK
 GR1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1583+STABILITY: POSITION/ELEVATION WELL
 GR1583
 GR1583  HISTORY     - Date     Condition        Report By
 GR1583  HISTORY     - 1948     MONUMENTED       USGS
 GR1583
 GR1583                          STATION DESCRIPTION
 GR1583
 GR1583'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1583'LOCATED ABOUT 0.3 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1583'CANYON.  ON POINT WHICH FORMS EAST ENTRANCE TO GRAND WASH, ABOUT
 GR1583'25 FT. BELOW HIGH WATER MARK.
 GR1583'
 GR1583'TO REACH NOT GIVEN.
 GR1583'
 GR1583'STATION MARK--STANDARD TABLET STAMPED---A 90 1948---, CEMENTED IN
 GR1583'BEDROCK.
 GR1583'
 GR1583'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0923 ***********************************************************************
 CZ0923  DESIGNATION -  A 91
 CZ0923  PID         -  CZ0923
 CZ0923  STATE/COUNTY-  AZ/PIMA
 CZ0923  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0923
 CZ0923                         *CURRENT SURVEY CONTROL
 CZ0923  ___________________________________________________________________
 CZ0923* NAD 83(1986)-  32 19 33.     (N)    111 46 00.     (W)     SCALED    
 CZ0923* NAVD 88     -       577.66   (+/-2cm)    1895.2    (feet)  VERTCON   
 CZ0923  ___________________________________________________________________
 CZ0923  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ0923
 CZ0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0923
 CZ0923.The horizontal coordinates were scaled from a topographic map and have
 CZ0923.an estimated accuracy of +/- 6 seconds.
 CZ0923
 CZ0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0923.The vertical order pertains to the NGVD 29 superseded value.
 CZ0923
 CZ0923.The geoid height was determined by GEOID03.
 CZ0923
 CZ0923;                    North         East    Units  Estimated Accuracy
 CZ0923;SPC AZ C     -   147,010.      227,480.      MT  (+/- 180 meters Scaled)
 CZ0923
 CZ0923                          SUPERSEDED SURVEY CONTROL
 CZ0923
 CZ0923  NGVD 29 (??/??/92)  577.068  (m)         1893.26   (f) ADJ UNCH    2 0
 CZ0923
 CZ0923.Superseded values are not recommended for survey control.
 CZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0923.See file dsdata.txt to determine how the superseded data were derived.
 CZ0923
 CZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA278768(NAD 83)
 CZ0923_MARKER: DB = BENCH MARK DISK
 CZ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0923_STAMPING: A 91 1935
 CZ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0923+STABILITY: SURFACE MOTION
 CZ0923
 CZ0923  HISTORY     - Date     Condition        Report By
 CZ0923  HISTORY     - 1935     MONUMENTED       CGS
 CZ0923  HISTORY     - 1952     GOOD             NGS
 CZ0923
 CZ0923                          STATION DESCRIPTION
 CZ0923
 CZ0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0923'15.35 MI SW FROM SILVER BELL CEMETERY.
 CZ0923'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0923'THENCE 12.65 MILES SOUTHWEST ALONG A DIM TRACK ROAD, APPROXIMATELY 1
 CZ0923'1/2 MILES NORTH-NORTHWEST OF THE WEST END OF A LONG, LOW MOUNTAIN, AT
 CZ0923'A SLIGHTLY ROLLING SANDY BOTTOM LAND COVERED WITH MESQUITE, 22 FEET
 CZ0923'SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET
 CZ0923'NORTH OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0923'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1584 ***********************************************************************
 GR1584  DESIGNATION -  A 91
 GR1584  PID         -  GR1584
 GR1584  STATE/COUNTY-  AZ/MOHAVE
 GR1584  USGS QUAD   -  SNAP CANYON WEST (1971)
 GR1584
 GR1584                         *CURRENT SURVEY CONTROL
 GR1584  ___________________________________________________________________
 GR1584* NAD 83(1992)-  36 11 03.07819(N)    114 00 00.33815(W)     ADJUSTED  
 GR1584* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1584  ___________________________________________________________________
 GR1584  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 GR1584  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1584
 GR1584  HORZ ORDER  -  THIRD
 GR1584
 GR1584.The horizontal coordinates were established by classical geodetic methods
 GR1584.and adjusted by the National Geodetic Survey in August 1993..
 GR1584
 GR1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1584
 GR1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1584
 GR1584.The geoid height was determined by GEOID03.
 GR1584
 GR1584;                    North         East     Units Scale Factor Converg.
 GR1584;SPC AZ W     -   574,996.672   190,864.639   MT  0.99993957   -0 08 51.5
 GR1584;SPC AZ W     - 1,886,472.02    626,196.32   iFT  0.99993957   -0 08 51.5
 GR1584;SPC NV E     - 8,160,267.900   342,409.316   MT  1.00014981   +0 56 05.5
 GR1584;SPC NV E     -26,772,478.94  1,123,387.90   sFT  1.00014981   +0 56 05.5
 GR1584;UTM  11      - 4,008,549.836   769,781.937   MT  1.00049688   +1 46 19.8
 GR1584;UTM  12      - 4,008,550.359   230,201.164   MT  1.00049699   -1 46 20.2
 GR1584
 GR1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1584!SPC AZ W     -   0.99993915  x   0.99993957  =   0.99987873
 GR1584!SPC NV E     -   0.99993915  x   1.00014981  =   1.00008895
 GR1584!UTM  11      -   0.99993915  x   1.00049688  =   1.00043600
 GR1584!UTM  12      -   0.99993915  x   1.00049699  =   1.00043611
 GR1584
 GR1584:                Primary Azimuth Mark                     Grid Az
 GR1584:SPC AZ W     -  A 93                                     011 08 02.1
 GR1584:SPC NV E     -  A 93                                     010 03 05.1
 GR1584:UTM  11      -  A 93                                     009 12 50.8
 GR1584:UTM  12      -  A 93                                     012 45 30.8
 GR1584
 GR1584|---------------------------------------------------------------------|
 GR1584| PID    Reference Object                     Distance      Geod. Az  |
 GR1584|                                                           dddmmss.s |
 GR1584| GQ0230 A 93                                478.693 METERS 0105910.6 |
 GR1584| GQ0231 A 94                                408.177 METERS 1105924.6 |
 GR1584| GR1586 A 95                                APPROX. 0.7 KM 2082309.1 |
 GR1584|---------------------------------------------------------------------|
 GR1584
 GR1584                          SUPERSEDED SURVEY CONTROL
 GR1584
 GR1584  NAD 83(1986)-  36 11 03.06989(N)    114 00 00.33697(W) AD(       ) 3
 GR1584  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1584
 GR1584.Superseded values are not recommended for survey control.
 GR1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1584.See file dsdata.txt to determine how the superseded data were derived.
 GR1584
 GR1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6978208550(NAD 83)
 GR1584_MARKER: DS = TRIANGULATION STATION DISK
 GR1584_SETTING: 66 = SET IN ROCK OUTCROP
 GR1584_SP_SET: SET IN ROCK OUTCROP
 GR1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1584+STABILITY: POSITION/ELEVATION WELL
 GR1584
 GR1584  HISTORY     - Date     Condition        Report By
 GR1584  HISTORY     - 1948     MONUMENTED       USGS
 GR1584
 GR1584                          STATION DESCRIPTION
 GR1584
 GR1584'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1584'LOCATED ABOUT 0.6 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1584'CANYON.  ON SMALL TOP, ABOUT 300 FT. S. OF HIGHEST POINT OF
 GR1584'ISLAND, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1584'
 GR1584'TO REACH NOT GIVEN.
 GR1584'
 GR1584'STATION MARK--STANDARD TABLET STAMPED---A91 1948---, CEMENTED IN
 GR1584'ROCK OUTCROP.
 GR1584'
 GR1584'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1585 ***********************************************************************
 GR1585  DESIGNATION -  A 92
 GR1585  PID         -  GR1585
 GR1585  STATE/COUNTY-  AZ/MOHAVE
 GR1585  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1585
 GR1585                         *CURRENT SURVEY CONTROL
 GR1585  ___________________________________________________________________
 GR1585* NAD 83(1992)-  36 11 29.89182(N)    114 00 14.34609(W)     ADJUSTED  
 GR1585* NAVD 88     -       438.6    (meters)    1439.     (feet)  VERTCON   
 GR1585  ___________________________________________________________________
 GR1585  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 GR1585  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1585
 GR1585  HORZ ORDER  -  THIRD
 GR1585
 GR1585.The horizontal coordinates were established by classical geodetic methods
 GR1585.and adjusted by the National Geodetic Survey in August 1993..
 GR1585
 GR1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1585
 GR1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1585
 GR1585.The geoid height was determined by GEOID03.
 GR1585
 GR1585;                    North         East     Units Scale Factor Converg.
 GR1585;SPC AZ W     -   575,824.003   190,516.806   MT  0.99993976   -0 08 59.9
 GR1585;SPC AZ W     - 1,889,186.36    625,055.14   iFT  0.99993976   -0 08 59.9
 GR1585;SPC NV E     - 8,161,088.683   342,045.838   MT  1.00014853   +0 55 57.9
 GR1585;SPC NV E     -26,775,171.79  1,122,195.39   sFT  1.00014853   +0 55 57.9
 GR1585;UTM  11      - 4,009,365.502   769,406.372   MT  1.00049438   +1 46 12.6
 GR1585;UTM  12      - 4,009,387.687   229,876.748   MT  1.00049915   -1 46 29.6
 GR1585
 GR1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1585!SPC AZ W     -   0.99993539  x   0.99993976  =   0.99987515
 GR1585!SPC NV E     -   0.99993539  x   1.00014853  =   1.00008391
 GR1585!UTM  11      -   0.99993539  x   1.00049438  =   1.00042973
 GR1585!UTM  12      -   0.99993539  x   1.00049915  =   1.00043450
 GR1585
 GR1585:                Primary Azimuth Mark                     Grid Az
 GR1585:SPC AZ W     -  A 89                                     318 04 26.9
 GR1585:SPC NV E     -  A 89                                     316 59 29.1
 GR1585:UTM  11      -  A 89                                     316 09 14.4
 GR1585:UTM  12      -  A 89                                     319 41 56.6
 GR1585
 GR1585|---------------------------------------------------------------------|
 GR1585| PID    Reference Object                     Distance      Geod. Az  |
 GR1585|                                                           dddmmss.s |
 GR1585| GR1581 A 89                                APPROX. 1.2 KM 3175527.0 |
 GR1585|---------------------------------------------------------------------|
 GR1585
 GR1585                          SUPERSEDED SURVEY CONTROL
 GR1585
 GR1585  NAD 83(1986)-  36 11 29.88358(N)    114 00 14.34496(W) AD(       ) 3
 GR1585  NGVD 29 (06/27/88)  438.0    (m)         1437.     (f) VERT ANG       
 GR1585
 GR1585.Superseded values are not recommended for survey control.
 GR1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1585.See file dsdata.txt to determine how the superseded data were derived.
 GR1585
 GR1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6940609366(NAD 83)
 GR1585_MARKER: DS = TRIANGULATION STATION DISK
 GR1585_SETTING: 80 = SET IN A BOULDER
 GR1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1585+STABILITY: SURFACE MOTION
 GR1585
 GR1585  HISTORY     - Date     Condition        Report By
 GR1585  HISTORY     - 1948     MONUMENTED       USGS
 GR1585
 GR1585                          STATION DESCRIPTION
 GR1585
 GR1585'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1585'LOCATED ABOUT 0.2 MI SW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1585'CANYON.  ON STEEP RIDGE, ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GR1585'
 GR1585'TO REACH NOT GIVEN.
 GR1585'
 GR1585'STATION MARK--STANDARD TABLET STAMPED---A 92 1948---, CEMENTED IN
 GR1585'TOP OF BOULDER IN PLACE.
 GR1585'
 GR1585'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1263 ***********************************************************************
 CZ1263  DESIGNATION -  A 93
 CZ1263  PID         -  CZ1263
 CZ1263  STATE/COUNTY-  AZ/PINAL
 CZ1263  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1263
 CZ1263                         *CURRENT SURVEY CONTROL
 CZ1263  ___________________________________________________________________
 CZ1263* NAD 83(1986)-  32 35 18.     (N)    111 51 28.     (W)     SCALED    
 CZ1263* NAVD 88     -       475.20   (+/-2cm)    1559.1    (feet)  VERTCON   
 CZ1263  ___________________________________________________________________
 CZ1263  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1263
 CZ1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1263
 CZ1263.The horizontal coordinates were scaled from a topographic map and have
 CZ1263.an estimated accuracy of +/- 6 seconds.
 CZ1263
 CZ1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1263.The vertical order pertains to the NGVD 29 superseded value.
 CZ1263
 CZ1263.The geoid height was determined by GEOID03.
 CZ1263
 CZ1263;                    North         East    Units  Estimated Accuracy
 CZ1263;SPC AZ C     -   176,100.      218,890.      MT  (+/- 180 meters Scaled)
 CZ1263
 CZ1263                          SUPERSEDED SURVEY CONTROL
 CZ1263
 CZ1263  NGVD 29 (??/??/92)  474.621  (m)         1557.15   (f) ADJ UNCH    2 0
 CZ1263
 CZ1263.Superseded values are not recommended for survey control.
 CZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1263.See file dsdata.txt to determine how the superseded data were derived.
 CZ1263
 CZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194059(NAD 83)
 CZ1263_MARKER: DB = BENCH MARK DISK
 CZ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1263_STAMPING: A 93 1955
 CZ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1263+STABILITY: SURFACE MOTION
 CZ1263
 CZ1263  HISTORY     - Date     Condition        Report By
 CZ1263  HISTORY     - 1935     MONUMENTED       CGS
 CZ1263  HISTORY     - 1952     GOOD             NGS
 CZ1263
 CZ1263                          STATION DESCRIPTION
 CZ1263
 CZ1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1263'3.3 MI SE FROM JACKRABBIT.
 CZ1263'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1263'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 2.9 MILES EAST AND
 CZ1263'SOUTHEAST ALONG A TRACK ROAD, ON TOP OF A SLIGHT RIDGE, ABOUT 40 YARDS
 CZ1263'NORTH OF THE CENTER OF A GRAVEL CLEARING WHICH THE ROAD PASSES OVER,
 CZ1263'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A
 CZ1263'WITNESS POST, AOBUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 CZ1263'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0230 ***********************************************************************
 GQ0230  DESIGNATION -  A 93
 GQ0230  PID         -  GQ0230
 GQ0230  STATE/COUNTY-  AZ/MOHAVE
 GQ0230  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0230
 GQ0230                         *CURRENT SURVEY CONTROL
 GQ0230  ___________________________________________________________________
 GQ0230* NAD 83(1992)-  36 11 18.32397(N)    113 59 56.68702(W)     ADJUSTED  
 GQ0230* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0230  ___________________________________________________________________
 GQ0230  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 GQ0230  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GQ0230
 GQ0230  HORZ ORDER  -  THIRD
 GQ0230
 GQ0230.The horizontal coordinates were established by classical geodetic methods
 GQ0230.and adjusted by the National Geodetic Survey in August 1993..
 GQ0230
 GQ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0230
 GQ0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0230
 GQ0230.The geoid height was determined by GEOID03.
 GQ0230
 GQ0230;                    North         East     Units Scale Factor Converg.
 GQ0230;SPC AZ W     -   575,466.327   190,957.070   MT  0.99993952   -0 08 49.4
 GQ0230;SPC AZ W     - 1,888,012.88    626,499.57   iFT  0.99993952   -0 08 49.4
 GQ0230;SPC NV E     - 8,160,739.316   342,492.875   MT  1.00015010   +0 56 08.0
 GQ0230;SPC NV E     -26,774,025.57  1,123,662.04   sFT  1.00015010   +0 56 08.0
 GQ0230;UTM  12      - 4,009,017.465   230,306.933   MT  1.00049628   -1 46 18.7
 GQ0230;UTM  11      - 4,009,022.588   769,858.624   MT  1.00049738   +1 46 22.6
 GQ0230
 GQ0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0230!SPC AZ W     -   0.99994386  x   0.99993952  =   0.99988338
 GQ0230!SPC NV E     -   0.99994386  x   1.00015010  =   1.00009395
 GQ0230!UTM  12      -   0.99994386  x   1.00049628  =   1.00044011
 GQ0230!UTM  11      -   0.99994386  x   1.00049738  =   1.00044121
 GQ0230
 GQ0230:                Primary Azimuth Mark                     Grid Az
 GQ0230:SPC AZ W     -  A 91                                     191 08 02.1
 GQ0230:SPC NV E     -  A 91                                     190 03 04.7
 GQ0230:UTM  12      -  A 91                                     192 45 31.4
 GQ0230:UTM  11      -  A 91                                     189 12 50.1
 GQ0230
 GQ0230|---------------------------------------------------------------------|
 GQ0230| PID    Reference Object                     Distance      Geod. Az  |
 GQ0230|                                                           dddmmss.s |
 GQ0230| GR1584 A 91                                478.693 METERS 1905912.7 |
 GQ0230|---------------------------------------------------------------------|
 GQ0230
 GQ0230                          SUPERSEDED SURVEY CONTROL
 GQ0230
 GQ0230  NAD 83(1986)-  36 11 18.31570(N)    113 59 56.68588(W) AD(       ) 3
 GQ0230  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GQ0230
 GQ0230.Superseded values are not recommended for survey control.
 GQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0230.See file dsdata.txt to determine how the superseded data were derived.
 GQ0230
 GQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3030709017(NAD 83)
 GQ0230_MARKER: DS = TRIANGULATION STATION DISK
 GQ0230_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0230_SP_SET: SET IN BEDROCK
 GQ0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0230+STABILITY: POSITION/ELEVATION WELL
 GQ0230
 GQ0230  HISTORY     - Date     Condition        Report By
 GQ0230  HISTORY     - 1948     MONUMENTED       USGS
 GQ0230
 GQ0230                          STATION DESCRIPTION
 GQ0230
 GQ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0230'LOCATED ABOUT 0.4 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0230'CANYON.  ON EAST SIDE OF LAKE, ON PROMINENT, STEEP, ROCKY POINT,
 GQ0230'ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GQ0230'
 GQ0230'TO REACH NOT GIVEN.
 GQ0230'
 GQ0230'STATION MARK--STANDARD TABLET STAMPED---A93 1948---, CEMENTED IN
 GQ0230'BEDROCK.
 GQ0230'
 GQ0230'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0668 ***********************************************************************
 CZ0668  DESIGNATION -  A 94
 CZ0668  PID         -  CZ0668
 CZ0668  STATE/COUNTY-  AZ/PIMA
 CZ0668  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0668
 CZ0668                         *CURRENT SURVEY CONTROL
 CZ0668  ___________________________________________________________________
 CZ0668* NAD 83(1986)-  32 11 43.     (N)    111 17 57.     (W)     SCALED    
 CZ0668* NAVD 88     -       706.59   (+/-2cm)    2318.2    (feet)  VERTCON   
 CZ0668  ___________________________________________________________________
 CZ0668  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0668
 CZ0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0668
 CZ0668.The horizontal coordinates were scaled from a topographic map and have
 CZ0668.an estimated accuracy of +/- 6 seconds.
 CZ0668
 CZ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0668.The vertical order pertains to the NGVD 29 superseded value.
 CZ0668
 CZ0668.The geoid height was determined by GEOID03.
 CZ0668
 CZ0668;                    North         East    Units  Estimated Accuracy
 CZ0668;SPC AZ C     -   132,690.      271,580.      MT  (+/- 180 meters Scaled)
 CZ0668
 CZ0668                          SUPERSEDED SURVEY CONTROL
 CZ0668
 CZ0668  NGVD 29 (??/??/92)  705.954  (m)         2316.12   (f) ADJ UNCH    2 0
 CZ0668
 CZ0668.Superseded values are not recommended for survey control.
 CZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0668.See file dsdata.txt to determine how the superseded data were derived.
 CZ0668
 CZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA718621(NAD 83)
 CZ0668_MARKER: DB = BENCH MARK DISK
 CZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0668_STAMPING: A 94 1935
 CZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0668+STABILITY: SURFACE MOTION
 CZ0668
 CZ0668  HISTORY     - Date     Condition        Report By
 CZ0668  HISTORY     - 1935     MONUMENTED       CGS
 CZ0668  HISTORY     - 1951     GOOD             NGS
 CZ0668  HISTORY     - 1975     GOOD             USGS
 CZ0668
 CZ0668                          STATION DESCRIPTION
 CZ0668
 CZ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0668'24.0 MI W FROM TUCSON.
 CZ0668'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0668'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0668'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0668'JUNCTION OF A DIM TRACK ROAD LEADING NORTH, THENCE 0.5 MILE NORTH TO
 CZ0668'THE EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 1.4
 CZ0668'MILES WEST ALONG THE SOUTH SIDE OF THE FENCE TO THE GARCRA RANCH
 CZ0668'HOUSE, THENCE 0.1 MILE WEST TO THE SECOND TRACK ROAD LEADING
 CZ0668'NORTHWEST, THENCE 0.25 MILE NORTHWEST, 0.55 MILE SOUTHEAST OF A Y
 CZ0668'JUNCTION OF A TRACK ROAD LEADING WEST, 0.35 MILE NORTHWEST OF THE
 CZ0668'GARCIA RANCH HOUSE, 0.25 MILE NORTHWEST OF A Y JUNCTION OF A TRACK
 CZ0668'ROAD LEADING WEST, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 CZ0668'THE CENTER OF A T JUNCTION OF A ROAD LEADING NORTHEAST, 15 FEET
 CZ0668'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 3.4 FEET
 CZ0668'EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 CZ0668'SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0668
 CZ0668                          STATION RECOVERY (1975)
 CZ0668
 CZ0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0668'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0668'(N.) 4.3 MI ON SANDARIO RD. TO T-RD. TURN LEFT (W.) 4.2 MI TO
 CZ0668'DONALDSON RANCH. CONTINUE WEST-SOUTHWEST 0.9 MI TO RD. FORK. TURN
 CZ0668'RIGHT (W.) 0.15 MI TO X-RDS. TURN RIGHT (N.) THROUGH INDIAN
 CZ0668'RESERVATION GATE 1.2 MI TO GARCIA RANCH HOUSE. CONTINUE 0.35 MI NW.
 CZ0668'ON MAIN RD. TO POINT (0.1 MI SE. OF RD. FORK). 19 FT SW. OF RD. SET
 CZ0668'IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK STAMPED A 94
 CZ0668'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0231 ***********************************************************************
 GQ0231  DESIGNATION -  A 94
 GQ0231  PID         -  GQ0231
 GQ0231  STATE/COUNTY-  AZ/MOHAVE
 GQ0231  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0231
 GQ0231                         *CURRENT SURVEY CONTROL
 GQ0231  ___________________________________________________________________
 GQ0231* NAD 83(1992)-  36 10 58.33430(N)    113 59 45.08689(W)     ADJUSTED  
 GQ0231* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GQ0231  ___________________________________________________________________
 GQ0231  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 GQ0231  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GQ0231
 GQ0231  HORZ ORDER  -  THIRD
 GQ0231
 GQ0231.The horizontal coordinates were established by classical geodetic methods
 GQ0231.and adjusted by the National Geodetic Survey in August 1993..
 GQ0231
 GQ0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0231
 GQ0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0231
 GQ0231.The geoid height was determined by GEOID03.
 GQ0231
 GQ0231;                    North         East     Units Scale Factor Converg.
 GQ0231;SPC AZ W     -   574,849.488   191,245.329   MT  0.99993936   -0 08 42.5
 GQ0231;SPC AZ W     - 1,885,989.13    627,445.31   iFT  0.99993936   -0 08 42.5
 GQ0231;SPC NV E     - 8,160,127.904   342,792.800   MT  1.00015116   +0 56 14.5
 GQ0231;SPC NV E     -26,772,019.63  1,124,646.04   sFT  1.00015116   +0 56 14.5
 GQ0231;UTM  12      - 4,008,392.353   230,577.738   MT  1.00049449   -1 46 11.0
 GQ0231;UTM  11      - 4,008,415.412   770,167.559   MT  1.00049944   +1 46 28.6
 GQ0231
 GQ0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0231!SPC AZ W     -   0.99994292  x   0.99993936  =   0.99988228
 GQ0231!SPC NV E     -   0.99994292  x   1.00015116  =   1.00009407
 GQ0231!UTM  12      -   0.99994292  x   1.00049449  =   1.00043738
 GQ0231!UTM  11      -   0.99994292  x   1.00049944  =   1.00044233
 GQ0231
 GQ0231:                Primary Azimuth Mark                     Grid Az
 GQ0231:SPC AZ W     -  A 97                                     186 54 45.2
 GQ0231:SPC NV E     -  A 97                                     185 49 48.2
 GQ0231:UTM  12      -  A 97                                     188 32 13.7
 GQ0231:UTM  11      -  A 97                                     184 59 34.1
 GQ0231
 GQ0231|---------------------------------------------------------------------|
 GQ0231| PID    Reference Object                     Distance      Geod. Az  |
 GQ0231|                                                           dddmmss.s |
 GQ0231| GQ0233 A 97                                APPROX. 1.2 KM 1864602.7 |
 GQ0231| GR1584 A 91                                408.177 METERS 2905933.6 |
 GQ0231|---------------------------------------------------------------------|
 GQ0231
 GQ0231                          SUPERSEDED SURVEY CONTROL
 GQ0231
 GQ0231  NAD 83(1986)-  36 10 58.32599(N)    113 59 45.08571(W) AD(       ) 3
 GQ0231  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GQ0231
 GQ0231.Superseded values are not recommended for survey control.
 GQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0231.See file dsdata.txt to determine how the superseded data were derived.
 GQ0231
 GQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3057808392(NAD 83)
 GQ0231_MARKER: DS = TRIANGULATION STATION DISK
 GQ0231_SETTING: 80 = SET IN A BOULDER
 GQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0231+STABILITY: SURFACE MOTION
 GQ0231
 GQ0231  HISTORY     - Date     Condition        Report By
 GQ0231  HISTORY     - 1948     MONUMENTED       USGS
 GQ0231
 GQ0231                          STATION DESCRIPTION
 GQ0231
 GQ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0231'LOCATED ABOUT 0.8 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0231'CANYON, ABOUT 0.2 MI E. OF ISLAND.  ON EAST SIDE OF LAKE, ON SMALL
 GQ0231'TOP, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GQ0231'
 GQ0231'TO REACH NOT GIVEN.
 GQ0231'
 GQ0231'STATION MARK--STANDARD TABLET STAMPED---A94 1948---, CEMENTED IN
 GQ0231'TOP OF BOULDER IN PLACE.
 GQ0231'
 GQ0231'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0595 ***********************************************************************
 FR0595  DESIGNATION -  A 95
 FR0595  PID         -  FR0595
 FR0595  STATE/COUNTY-  AZ/MOHAVE
 FR0595  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0595
 FR0595                         *CURRENT SURVEY CONTROL
 FR0595  ___________________________________________________________________
 FR0595* NAD 83(1986)-  35 57 45.     (N)    113 58 56.     (W)     SCALED    
 FR0595* NAVD 88     -      1796.354  (meters)    5893.54   (feet)  POSTED    
 FR0595  ___________________________________________________________________
 FR0595  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FR0595  DYNAMIC HT  -        1794.310 (meters)    5886.83  (feet)  COMP
 FR0595  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FR0595
 FR0595  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0595
 FR0595.The horizontal coordinates were scaled from a topographic map and have
 FR0595.an estimated accuracy of +/- 6 seconds.
 FR0595
 FR0595.The orthometric height was determined by differential leveling
 FR0595.and adjusted by the National Geodetic Survey in 1992..
 FR0595.No vertical observational check was made to the station.
 FR0595.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0595.was located on a no-check spur therefore a value was not computed.
 FR0595
 FR0595.The geoid height was determined by GEOID03.
 FR0595
 FR0595.The dynamic height is computed by dividing the NAVD 88
 FR0595.geopotential number by the normal gravity value computed on the
 FR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0595.degrees latitude (g = 980.6199 gals.).
 FR0595
 FR0595.The modeled gravity was interpolated from observed gravity values.
 FR0595
 FR0595;                    North         East    Units  Estimated Accuracy
 FR0595;SPC AZ W     -   550,400.      192,410.      MT  (+/- 180 meters Scaled)
 FR0595
 FR0595                          SUPERSEDED SURVEY CONTROL
 FR0595
 FR0595  NGVD 29 (??/??/92) 1795.635  (m)         5891.18   (f) ADJ UNCH    2 0
 FR0595
 FR0595.Superseded values are not recommended for survey control.
 FR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0595.See file dsdata.txt to determine how the superseded data were derived.
 FR0595
 FR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE310839(NAD 83)
 FR0595_MARKER: DB = BENCH MARK DISK
 FR0595_SETTING: 66 = SET IN ROCK OUTCROP
 FR0595_SP_SET: ROCK OUTCROP
 FR0595_STAMPING: A 95 1935
 FR0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0595+STABILITY: POSITION/ELEVATION WELL
 FR0595
 FR0595  HISTORY     - Date     Condition        Report By
 FR0595  HISTORY     - 1935     MONUMENTED       CGS
 FR0595
 FR0595                          STATION DESCRIPTION
 FR0595
 FR0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0595'59.8 MI NW FROM PEACH SPRINGS.
 FR0595'ABOUT 59.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0595'COUNTY, THENCE ABOUT 0.8 MILE NORTH ALONG THE WEST BOUNDARY FENCE OF
 FR0595'HUALPAI INDIAN RESERVATION, THENCE ABOUT 3.1 MILES WEST ALONG A TRUCK
 FR0595'TRAIL TO BENCH MARK Z 130, DESCRIBED ABOVE, AND THENCE ABOUT 3.0 MILES
 FR0595'NORTHWEST TO THE TOP OF THE WEST POINT OF GRAND WASH CLIFFS, ABOUT 65
 FR0595'FEET EAST OF TRIANGULATION STATION RAMPART, DESCRIBED BELOW, IN THE
 FR0595'TOP OF THE EAST EDGE OF A ROCK OUTCROP FORMING THE BASE OF A RAMPART
 FR0595'EFFECT, AND ABOUT 15 FEET LOWER THAN THE STATION MARK. A STANDARD
 FR0595'DISK, STAMPED A 95 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1586 ***********************************************************************
 GR1586  DESIGNATION -  A 95
 GR1586  PID         -  GR1586
 GR1586  STATE/COUNTY-  AZ/MOHAVE
 GR1586  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1586
 GR1586                         *CURRENT SURVEY CONTROL
 GR1586  ___________________________________________________________________
 GR1586* NAD 83(1992)-  36 10 44.33998(N)    114 00 12.82782(W)     ADJUSTED  
 GR1586* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1586  ___________________________________________________________________
 GR1586  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 GR1586  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR1586
 GR1586  HORZ ORDER  -  THIRD
 GR1586
 GR1586.The horizontal coordinates were established by classical geodetic methods
 GR1586.and adjusted by the National Geodetic Survey in August 1993..
 GR1586
 GR1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1586
 GR1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1586
 GR1586.The geoid height was determined by GEOID03.
 GR1586
 GR1586;                    North         East     Units Scale Factor Converg.
 GR1586;SPC AZ W     -   574,419.953   190,551.069   MT  0.99993974   -0 08 58.9
 GR1586;SPC AZ W     - 1,884,579.90    625,167.55   iFT  0.99993974   -0 08 58.9
 GR1586;SPC NV E     - 8,159,685.238   342,106.634   MT  1.00014875   +0 55 57.8
 GR1586;SPC NV E     -26,770,567.32  1,122,394.85   sFT  1.00014875   +0 55 57.8
 GR1586;UTM  11      - 4,007,962.610   769,487.699   MT  1.00049492   +1 46 11.6
 GR1586;UTM  12      - 4,007,982.445   229,871.187   MT  1.00049919   -1 46 26.8
 GR1586
 GR1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1586!SPC AZ W     -   0.99994873  x   0.99993974  =   0.99988847
 GR1586!SPC NV E     -   0.99994873  x   1.00014875  =   1.00009747
 GR1586!UTM  11      -   0.99994873  x   1.00049492  =   1.00044362
 GR1586!UTM  12      -   0.99994873  x   1.00049919  =   1.00044789
 GR1586
 GR1586:                Primary Azimuth Mark                     Grid Az
 GR1586:SPC AZ W     -  A 91                                     028 32 00.6
 GR1586:SPC NV E     -  A 91                                     027 27 03.9
 GR1586:UTM  11      -  A 91                                     026 36 50.1
 GR1586:UTM  12      -  A 91                                     030 09 28.5
 GR1586
 GR1586|---------------------------------------------------------------------|
 GR1586| PID    Reference Object                     Distance      Geod. Az  |
 GR1586|                                                           dddmmss.s |
 GR1586| GR1584 A 91                                APPROX. 0.7 KM 0282301.7 |
 GR1586|---------------------------------------------------------------------|
 GR1586
 GR1586                          SUPERSEDED SURVEY CONTROL
 GR1586
 GR1586  NAD 83(1986)-  36 10 44.33164(N)    114 00 12.82670(W) AD(       ) 3
 GR1586  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1586
 GR1586.Superseded values are not recommended for survey control.
 GR1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1586.See file dsdata.txt to determine how the superseded data were derived.
 GR1586
 GR1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6948807963(NAD 83)
 GR1586_MARKER: DS = TRIANGULATION STATION DISK
 GR1586_SETTING: 66 = SET IN ROCK OUTCROP
 GR1586_SP_SET: SET IN BEDROCK
 GR1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1586+STABILITY: POSITION/ELEVATION WELL
 GR1586
 GR1586  HISTORY     - Date     Condition        Report By
 GR1586  HISTORY     - 1948     MONUMENTED       USGS
 GR1586
 GR1586                          STATION DESCRIPTION
 GR1586
 GR1586'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1586'LOCATED ABOUT 1.1 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1586'CANYON.  ON WEST SIDE OF LAKE, ON SHARP POINT ABOUT EVEN WITH HIGH
 GR1586'WATER MARK.
 GR1586'
 GR1586'TO REACH NOT GIVEN.
 GR1586'
 GR1586'STATION MARK--STANDARD TABLET STAMPED---A 95 1948---, CEMENTED IN
 GR1586'BEDROCK.
 GR1586'
 GR1586'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0646 ***********************************************************************
 FR0646  DESIGNATION -  A 96
 FR0646  PID         -  FR0646
 FR0646  STATE/COUNTY-  AZ/MOHAVE
 FR0646  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0646
 FR0646                         *CURRENT SURVEY CONTROL
 FR0646  ___________________________________________________________________
 FR0646* NAD 83(1986)-  35 36 42.     (N)    113 41 34.     (W)     SCALED    
 FR0646* NAVD 88     -      1519.469  (meters)    4985.12   (feet)  POSTED    
 FR0646  ___________________________________________________________________
 FR0646  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FR0646  DYNAMIC HT  -        1517.580 (meters)    4978.93  (feet)  COMP
 FR0646  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 FR0646
 FR0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0646
 FR0646.The horizontal coordinates were scaled from a topographic map and have
 FR0646.an estimated accuracy of +/- 6 seconds.
 FR0646
 FR0646.The orthometric height was determined by differential leveling
 FR0646.and adjusted by the National Geodetic Survey in 1992..
 FR0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0646.rate of 0.0 thru 1.0 mm/km.
 FR0646
 FR0646.The geoid height was determined by GEOID03.
 FR0646
 FR0646.The dynamic height is computed by dividing the NAVD 88
 FR0646.geopotential number by the normal gravity value computed on the
 FR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0646.degrees latitude (g = 980.6199 gals.).
 FR0646
 FR0646.The modeled gravity was interpolated from observed gravity values.
 FR0646
 FR0646;                    North         East    Units  Estimated Accuracy
 FR0646;SPC AZ W     -   511,450.      218,540.      MT  (+/- 180 meters Scaled)
 FR0646
 FR0646                          SUPERSEDED SURVEY CONTROL
 FR0646
 FR0646  NGVD 29 (??/??/92) 1518.571  (m)         4982.18   (f) ADJ UNCH    2 0
 FR0646
 FR0646.Superseded values are not recommended for survey control.
 FR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0646.See file dsdata.txt to determine how the superseded data were derived.
 FR0646
 FR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE560442(NAD 83)
 FR0646_MARKER: DB = BENCH MARK DISK
 FR0646_SETTING: 66 = SET IN ROCK OUTCROP
 FR0646_SP_SET: ROCK LEDGE
 FR0646_STAMPING: A 96 1935
 FR0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0646+STABILITY: POSITION/ELEVATION WELL
 FR0646
 FR0646  HISTORY     - Date     Condition        Report By
 FR0646  HISTORY     - 1935     MONUMENTED       CGS
 FR0646
 FR0646                          STATION DESCRIPTION
 FR0646
 FR0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0646'18.3 MI NW FROM PEACH SPRINGS.
 FR0646'ABOUT 18.3 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0646'COUNTY, AT THE SOUTHWEST END OF A U-CURVE, 42 FEET NORTH OF THE CENTER
 FR0646'LINE OF THE ROAD, IN THE TOP OF THE UPPER LEVEL OF A ROCK LEDGE, AND
 FR0646'ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED A 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0232 ***********************************************************************
 GQ0232  DESIGNATION -  A 96
 GQ0232  PID         -  GQ0232
 GQ0232  STATE/COUNTY-  AZ/MOHAVE
 GQ0232  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0232
 GQ0232                         *CURRENT SURVEY CONTROL
 GQ0232  ___________________________________________________________________
 GQ0232* NAD 83(1992)-  36 10 43.07598(N)    113 59 29.91498(W)     ADJUSTED  
 GQ0232* NAVD 88     -       375.6    (meters)    1232.     (feet)  VERTCON   
 GQ0232  ___________________________________________________________________
 GQ0232  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 GQ0232  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0232
 GQ0232  HORZ ORDER  -  THIRD
 GQ0232
 GQ0232.The horizontal coordinates were established by classical geodetic methods
 GQ0232.and adjusted by the National Geodetic Survey in August 1993..
 GQ0232
 GQ0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0232
 GQ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0232
 GQ0232.The geoid height was determined by GEOID03.
 GQ0232
 GQ0232;                    North         East     Units Scale Factor Converg.
 GQ0232;SPC AZ W     -   574,378.260   191,623.242   MT  0.99993915   -0 08 33.5
 GQ0232;SPC AZ W     - 1,884,443.11    628,685.18   iFT  0.99993915   -0 08 33.5
 GQ0232;SPC NV E     - 8,159,663.801   343,179.630   MT  1.00015252   +0 56 23.1
 GQ0232;SPC NV E     -26,770,496.99  1,125,915.17   sFT  1.00015252   +0 56 23.1
 GQ0232;UTM  12      - 4,007,910.335   230,942.342   MT  1.00049207   -1 46 01.3
 GQ0232;UTM  11      - 4,007,956.852   770,561.267   MT  1.00050207   +1 46 36.9
 GQ0232
 GQ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0232!SPC AZ W     -   0.99994527  x   0.99993915  =   0.99988442
 GQ0232!SPC NV E     -   0.99994527  x   1.00015252  =   1.00009778
 GQ0232!UTM  12      -   0.99994527  x   1.00049207  =   1.00043731
 GQ0232!UTM  11      -   0.99994527  x   1.00050207  =   1.00044731
 GQ0232
 GQ0232:                Primary Azimuth Mark                     Grid Az
 GQ0232:SPC AZ W     -  A 97                                     216 57 27.6
 GQ0232:SPC NV E     -  A 97                                     215 52 31.0
 GQ0232:UTM  12      -  A 97                                     218 34 55.4
 GQ0232:UTM  11      -  A 97                                     215 02 17.2
 GQ0232
 GQ0232|---------------------------------------------------------------------|
 GQ0232| PID    Reference Object                     Distance      Geod. Az  |
 GQ0232|                                                           dddmmss.s |
 GQ0232| GQ0233 A 97                                APPROX. 0.9 KM 2164854.1 |
 GQ0232|---------------------------------------------------------------------|
 GQ0232
 GQ0232                          SUPERSEDED SURVEY CONTROL
 GQ0232
 GQ0232  NAD 83(1986)-  36 10 43.06766(N)    113 59 29.91379(W) AD(       ) 3
 GQ0232  NGVD 29 (06/27/88)  375.0    (m)         1230.     (f) VERT ANG       
 GQ0232
 GQ0232.Superseded values are not recommended for survey control.
 GQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0232.See file dsdata.txt to determine how the superseded data were derived.
 GQ0232
 GQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3094207910(NAD 83)
 GQ0232_MARKER: DS = TRIANGULATION STATION DISK
 GQ0232_SETTING: 80 = SET IN A BOULDER
 GQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0232+STABILITY: SURFACE MOTION
 GQ0232
 GQ0232  HISTORY     - Date     Condition        Report By
 GQ0232  HISTORY     - 1948     MONUMENTED       USGS
 GQ0232
 GQ0232                          STATION DESCRIPTION
 GQ0232
 GQ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0232'LOCATED ABOUT 1.1 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0232'CANYON.  ON NORTH SIDE OF LAKE, ON LOW, NARROW RIDGE, ABOUT LEVEL
 GQ0232'WITH HIGH WATER MARK.
 GQ0232'
 GQ0232'TO REACH NOT GIVEN.
 GQ0232'
 GQ0232'STATION MARK--STANDARD TABLET STAMPED---A96 1948---, CEMENTED IN
 GQ0232'TOP OF BOULDER IN PLACE.
 GQ0232'
 GQ0232'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0637 ***********************************************************************
 FR0637  DESIGNATION -  A 97
 FR0637  PID         -  FR0637
 FR0637  STATE/COUNTY-  AZ/MOHAVE
 FR0637  USGS QUAD   -  SPENCER CANYON (1967)
 FR0637
 FR0637                         *CURRENT SURVEY CONTROL
 FR0637  ___________________________________________________________________
 FR0637* NAD 83(1986)-  35 47 11.     (N)    113 40 31.     (W)     SCALED    
 FR0637* NAVD 88     -       810.082  (meters)    2657.74   (feet)  POSTED    
 FR0637  ___________________________________________________________________
 FR0637  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FR0637  DYNAMIC HT  -         809.070 (meters)    2654.42  (feet)  COMP
 FR0637  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 FR0637
 FR0637  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0637
 FR0637.The horizontal coordinates were scaled from a topographic map and have
 FR0637.an estimated accuracy of +/- 6 seconds.
 FR0637
 FR0637.The orthometric height was determined by differential leveling
 FR0637.and adjusted by the National Geodetic Survey in 1992..
 FR0637.No vertical observational check was made to the station.
 FR0637.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0637.was located on a no-check spur therefore a value was not computed.
 FR0637
 FR0637.The geoid height was determined by GEOID03.
 FR0637
 FR0637.The dynamic height is computed by dividing the NAVD 88
 FR0637.geopotential number by the normal gravity value computed on the
 FR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0637.degrees latitude (g = 980.6199 gals.).
 FR0637
 FR0637.The modeled gravity was interpolated from observed gravity values.
 FR0637
 FR0637;                    North         East    Units  Estimated Accuracy
 FR0637;SPC AZ W     -   530,830.      220,120.      MT  (+/- 180 meters Scaled)
 FR0637
 FR0637                          SUPERSEDED SURVEY CONTROL
 FR0637
 FR0637  NGVD 29 (??/??/92)  809.154  (m)         2654.70   (f) ADJ UNCH    2 0
 FR0637
 FR0637.Superseded values are not recommended for survey control.
 FR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0637.See file dsdata.txt to determine how the superseded data were derived.
 FR0637
 FR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE582635(NAD 83)
 FR0637_MARKER: DB = BENCH MARK DISK
 FR0637_SETTING: 66 = SET IN ROCK OUTCROP
 FR0637_SP_SET: ROCK OUTCROP
 FR0637_STAMPING: A 97 1935
 FR0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0637+STABILITY: POSITION/ELEVATION WELL
 FR0637
 FR0637  HISTORY     - Date     Condition        Report By
 FR0637  HISTORY     - 1935     MONUMENTED       CGS
 FR0637
 FR0637                          STATION DESCRIPTION
 FR0637
 FR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0637'26.9 MI NW FROM PEACH SPRINGS.
 FR0637'ABOUT 26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0637'COUNTY, THENCE ABOUT 10.9 MILES NORTHEAST ALONG THE INDIAN GARDEN AND
 FR0637'COLORADO RIVER ROAD AND TRAIL, AT MUTTIWITTI CANYON, ABOUT 0.8 MILE
 FR0637'SOUTHWEST OF THE CORNER OF SECS. 21, 22, 27, AND 28, T.28 N., R. 13W.,
 FR0637'ABOUT 0.5 MILE WEST OF THE EDGE OF A LARGE CANYON, ABOUT 50 YARDS
 FR0637'SOUTHWEST OF A SPRING AND A STAND OF COTTONWOOD TREES, 8 FEET SOUTH OF
 FR0637'THE CENTER LINE OF THE PACK TRAIL AT THE NORTH EDGE OF A ROCK OUTCROP,
 FR0637'AND IN THE TOP OF A LARGE BLACK BOULDER.  A STANDARD DISK, STAMPED A
 FR0637'97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0233 ***********************************************************************
 GQ0233  DESIGNATION -  A 97
 GQ0233  PID         -  GQ0233
 GQ0233  STATE/COUNTY-  AZ/MOHAVE
 GQ0233  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0233
 GQ0233                         *CURRENT SURVEY CONTROL
 GQ0233  ___________________________________________________________________
 GQ0233* NAD 83(1992)-  36 10 20.66987(N)    113 59 50.59940(W)     ADJUSTED  
 GQ0233* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0233  ___________________________________________________________________
 GQ0233  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 GQ0233  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0233
 GQ0233  HORZ ORDER  -  THIRD
 GQ0233
 GQ0233.The horizontal coordinates were established by classical geodetic methods
 GQ0233.and adjusted by the National Geodetic Survey in August 1993..
 GQ0233
 GQ0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0233
 GQ0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0233
 GQ0233.The geoid height was determined by GEOID03.
 GQ0233
 GQ0233;                    North         East     Units Scale Factor Converg.
 GQ0233;SPC AZ W     -   573,688.986   191,104.635   MT  0.99993943   -0 08 45.6
 GQ0233;SPC AZ W     - 1,882,181.71    626,983.71   iFT  0.99993943   -0 08 45.6
 GQ0233;SPC NV E     - 8,158,964.706   342,674.027   MT  1.00015074   +0 56 10.4
 GQ0233;SPC NV E     -26,768,203.37  1,124,256.37   sFT  1.00015074   +0 56 10.4
 GQ0233;UTM  12      - 4,007,235.664   230,404.108   MT  1.00049564   -1 46 12.6
 GQ0233;UTM  11      - 4,007,250.198   770,065.759   MT  1.00049877   +1 46 23.8
 GQ0233
 GQ0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0233!SPC AZ W     -   0.99994386  x   0.99993943  =   0.99988329
 GQ0233!SPC NV E     -   0.99994386  x   1.00015074  =   1.00009459
 GQ0233!UTM  12      -   0.99994386  x   1.00049564  =   1.00043947
 GQ0233!UTM  11      -   0.99994386  x   1.00049877  =   1.00044260
 GQ0233
 GQ0233:                Primary Azimuth Mark                     Grid Az
 GQ0233:SPC AZ W     -  A 95                                     322 51 47.2
 GQ0233:SPC NV E     -  A 95                                     321 46 51.2
 GQ0233:UTM  12      -  A 95                                     324 29 14.2
 GQ0233:UTM  11      -  A 95                                     320 56 37.8
 GQ0233
 GQ0233|---------------------------------------------------------------------|
 GQ0233| PID    Reference Object                     Distance      Geod. Az  |
 GQ0233|                                                           dddmmss.s |
 GQ0233| GR1586 A 95                                APPROX. 0.9 KM 3224301.6 |
 GQ0233|---------------------------------------------------------------------|
 GQ0233
 GQ0233                          SUPERSEDED SURVEY CONTROL
 GQ0233
 GQ0233  NAD 83(1986)-  36 10 20.66151(N)    113 59 50.59822(W) AD(       ) 3
 GQ0233  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GQ0233
 GQ0233.Superseded values are not recommended for survey control.
 GQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0233.See file dsdata.txt to determine how the superseded data were derived.
 GQ0233
 GQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3040407236(NAD 83)
 GQ0233_MARKER: DS = TRIANGULATION STATION DISK
 GQ0233_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0233_SP_SET: SET IN BEDROCK
 GQ0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0233+STABILITY: POSITION/ELEVATION WELL
 GQ0233
 GQ0233  HISTORY     - Date     Condition        Report By
 GQ0233  HISTORY     - 1948     MONUMENTED       USGS
 GQ0233
 GQ0233                          STATION DESCRIPTION
 GQ0233
 GQ0233'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0233'LOCATED ABOUT 1.5 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0233'CANYON.  ON SOUTH SIDE OF LAKE, ON NORTHEAST END OF ISLAND, ABOUT
 GQ0233'5 FT. BELOW HIGH WATER MARK.
 GQ0233'
 GQ0233'TO REACH NOT GIVEN.
 GQ0233'
 GQ0233'STATION MARK--STANDARD TABLET STAMPED---A97 1948---, CEMENTED IN
 GQ0233'BEDROCK.
 GQ0233'
 GQ0233'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0102 ***********************************************************************
 ET0102  DESIGNATION -  A 98
 ET0102  PID         -  ET0102
 ET0102  STATE/COUNTY-  AZ/YAVAPAI
 ET0102  USGS QUAD   -  HELL POINT (1979)
 ET0102
 ET0102                         *CURRENT SURVEY CONTROL
 ET0102  ___________________________________________________________________
 ET0102* NAD 83(1986)-  34 57 28.     (N)    112 16 25.     (W)     SCALED    
 ET0102* NAVD 88     -      1358.73   (+/-2cm)    4457.8    (feet)  VERTCON   
 ET0102  ___________________________________________________________________
 ET0102  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ET0102
 ET0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0102
 ET0102.The horizontal coordinates were scaled from a topographic map and have
 ET0102.an estimated accuracy of +/- 6 seconds.
 ET0102
 ET0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0102.The vertical order pertains to the NGVD 29 superseded value.
 ET0102
 ET0102.The geoid height was determined by GEOID03.
 ET0102
 ET0102;                    North         East    Units  Estimated Accuracy
 ET0102;SPC AZ C     -   438,950.      180,760.      MT  (+/- 180 meters Scaled)
 ET0102
 ET0102                          SUPERSEDED SURVEY CONTROL
 ET0102
 ET0102  NGVD 29 (??/??/92) 1357.954  (m)         4455.22   (f) ADJ UNCH    2 0
 ET0102
 ET0102.Superseded values are not recommended for survey control.
 ET0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0102.See file dsdata.txt to determine how the superseded data were derived.
 ET0102
 ET0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD837691(NAD 83)
 ET0102_MARKER: DB = BENCH MARK DISK
 ET0102_SETTING: 66 = SET IN ROCK OUTCROP
 ET0102_SP_SET: ROCK OUTCROP
 ET0102_STAMPING: A 98
 ET0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0102+STABILITY: POSITION/ELEVATION WELL
 ET0102
 ET0102  HISTORY     - Date     Condition        Report By
 ET0102  HISTORY     - UNK      MONUMENTED       CGS
 ET0102  HISTORY     - 1935     GOOD             NGS
 ET0102
 ET0102                          STATION DESCRIPTION
 ET0102
 ET0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0102'8.9 MI SE FROM DRAKE.
 ET0102'8.9 MI. S.E. ALONG AT AND SF R.R. (8.7 MI. N.E. OF PERKINSVILLE) 2.5
 ET0102'MI. N. W. OF BEAR, 0.3 MI. E. OF CROSSING (ROAD AND RAILWAY), 0.2 MI.
 ET0102'W. OF A CORRAL ON THE N. SIDE OF TRACKS, 175 YDS. E. OF THE CENTER
 ET0102'LINE OF A ROAD, ON N. SIDE OF TRACK AND 118 FT. N.E. OF A LARGE
 ET0102'JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1587 ***********************************************************************
 GR1587  DESIGNATION -  A 98
 GR1587  PID         -  GR1587
 GR1587  STATE/COUNTY-  AZ/MOHAVE
 GR1587  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1587
 GR1587                         *CURRENT SURVEY CONTROL
 GR1587  ___________________________________________________________________
 GR1587* NAD 83(1992)-  36 10 18.24302(N)    114 00 08.07690(W)     ADJUSTED  
 GR1587* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1587  ___________________________________________________________________
 GR1587  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 GR1587  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1587
 GR1587  HORZ ORDER  -  THIRD
 GR1587
 GR1587.The horizontal coordinates were established by classical geodetic methods
 GR1587.and adjusted by the National Geodetic Survey in August 1993..
 GR1587
 GR1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1587
 GR1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1587
 GR1587.The geoid height was determined by GEOID03.
 GR1587
 GR1587;                    North         East     Units Scale Factor Converg.
 GR1587;SPC AZ W     -   573,615.313   190,667.691   MT  0.99993968   -0 08 56.0
 GR1587;SPC AZ W     - 1,881,940.00    625,550.17   iFT  0.99993968   -0 08 56.0
 GR1587;SPC NV E     - 8,158,882.775   342,238.461   MT  1.00014921   +0 55 60.0
 GR1587;SPC NV E     -26,767,934.57  1,122,827.35   sFT  1.00014921   +0 55 60.0
 GR1587;UTM  11      - 4,007,161.882   769,631.285   MT  1.00049588   +1 46 13.3
 GR1587;UTM  12      - 4,007,174.370   229,965.006   MT  1.00049856   -1 46 22.9
 GR1587
 GR1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1587!SPC AZ W     -   0.99994684  x   0.99993968  =   0.99988653
 GR1587!SPC NV E     -   0.99994684  x   1.00014921  =   1.00009605
 GR1587!UTM  11      -   0.99994684  x   1.00049588  =   1.00044270
 GR1587!UTM  12      -   0.99994684  x   1.00049856  =   1.00044538
 GR1587
 GR1587                          SUPERSEDED SURVEY CONTROL
 GR1587
 GR1587  NAD 83(1986)-  36 10 18.23466(N)    114 00 08.07576(W) AD(       ) 3
 GR1587  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1587
 GR1587.Superseded values are not recommended for survey control.
 GR1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1587.See file dsdata.txt to determine how the superseded data were derived.
 GR1587
 GR1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6963107162(NAD 83)
 GR1587_MARKER: DS = TRIANGULATION STATION DISK
 GR1587_SETTING: 80 = SET IN A BOULDER
 GR1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1587+STABILITY: SURFACE MOTION
 GR1587
 GR1587  HISTORY     - Date     Condition        Report By
 GR1587  HISTORY     - 1948     MONUMENTED       USGS
 GR1587
 GR1587                          STATION DESCRIPTION
 GR1587
 GR1587'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1587'NOT OCCUPIED.
 GR1587'
 GR1587'LOCATED ABOUT 1.5 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1587'CANYON.  ON WEST SIDE OF LAKE, ON NORTH END OF RIDGE, ABOUT 10 FT.
 GR1587'ABOVE HIGH WATER MARK.
 GR1587'
 GR1587'STATION MARK--STANDARD TABLET STAMPED---A 98 1948---, CEMENTED IN
 GR1587'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0157 ***********************************************************************
 EU0157  DESIGNATION -  A 99
 EU0157  PID         -  EU0157
 EU0157  STATE/COUNTY-  AZ/LA PAZ
 EU0157  USGS QUAD   -  PARKER (1975)
 EU0157
 EU0157                         *CURRENT SURVEY CONTROL
 EU0157  ___________________________________________________________________
 EU0157* NAD 83(1986)-  34 08 51.     (N)    114 17 11.     (W)     SCALED    
 EU0157* NAVD 88     -       128.52   (+/-2cm)     421.7    (feet)  VERTCON   
 EU0157  ___________________________________________________________________
 EU0157  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0157
 EU0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0157
 EU0157.The horizontal coordinates were scaled from a topographic map and have
 EU0157.an estimated accuracy of +/- 6 seconds.
 EU0157
 EU0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0157.The vertical order pertains to the NGVD 29 superseded value.
 EU0157
 EU0157.The geoid height was determined by GEOID03.
 EU0157
 EU0157;                    North         East    Units  Estimated Accuracy
 EU0157;SPC AZ W     -   349,160.      163,900.      MT  (+/- 180 meters Scaled)
 EU0157
 EU0157                          SUPERSEDED SURVEY CONTROL
 EU0157
 EU0157  NGVD 29 (??/??/??)  127.918  (m)          419.68   (f) ADJUSTED    2 0
 EU0157
 EU0157.Superseded values are not recommended for survey control.
 EU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0157.See file dsdata.txt to determine how the superseded data were derived.
 EU0157
 EU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT501818(NAD 83)
 EU0157_MARKER: DB = BENCH MARK DISK
 EU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0157_STAMPING: A 99 1935
 EU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0157+STABILITY: SURFACE MOTION
 EU0157
 EU0157  HISTORY     - Date     Condition        Report By
 EU0157  HISTORY     - 1935     MONUMENTED       CGS
 EU0157  HISTORY     - 1970     GOOD             USGS
 EU0157
 EU0157                          STATION DESCRIPTION
 EU0157
 EU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0157'AT PARKER.
 EU0157'AT PARKER, YUMA COUNTY, 36 FEET SOUTHEAST OF THE SOUTHEAST
 EU0157'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 EU0157'AND 28 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A
 EU0157'STANDARD DISK, STAMPED A 99 1935 AND SET IN THE TOP OF A CONCRETE
 EU0157'POST.
 EU0157
 EU0157                          STATION RECOVERY (1970)
 EU0157
 EU0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0234 ***********************************************************************
 GQ0234  DESIGNATION -  A 99
 GQ0234  PID         -  GQ0234
 GQ0234  STATE/COUNTY-  AZ/MOHAVE
 GQ0234  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0234
 GQ0234                         *CURRENT SURVEY CONTROL
 GQ0234  ___________________________________________________________________
 GQ0234* NAD 83(1992)-  36 10 24.65015(N)    113 58 52.60640(W)     ADJUSTED  
 GQ0234* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GQ0234  ___________________________________________________________________
 GQ0234  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 GQ0234  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0234
 GQ0234  HORZ ORDER  -  THIRD
 GQ0234
 GQ0234.The horizontal coordinates were established by classical geodetic methods
 GQ0234.and adjusted by the National Geodetic Survey in August 1993..
 GQ0234
 GQ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0234
 GQ0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0234
 GQ0234.The geoid height was determined by GEOID03.
 GQ0234
 GQ0234;                    North         East     Units Scale Factor Converg.
 GQ0234;SPC AZ W     -   573,808.089   192,554.128   MT  0.99993867   -0 08 11.4
 GQ0234;SPC AZ W     - 1,882,572.47    631,739.27   iFT  0.99993867   -0 08 11.4
 GQ0234;SPC NV E     - 8,159,111.196   344,121.323   MT  1.00015585   +0 56 44.7
 GQ0234;SPC NV E     -26,768,683.98  1,129,004.71   sFT  1.00015585   +0 56 44.7
 GQ0234;UTM  12      - 4,007,313.678   231,857.196   MT  1.00048601   -1 45 38.5
 GQ0234;UTM  11      - 4,007,417.875   771,511.266   MT  1.00050841   +1 46 58.2
 GQ0234
 GQ0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0234!SPC AZ W     -   0.99994495  x   0.99993867  =   0.99988362
 GQ0234!SPC NV E     -   0.99994495  x   1.00015585  =   1.00010079
 GQ0234!UTM  12      -   0.99994495  x   1.00048601  =   1.00043093
 GQ0234!UTM  11      -   0.99994495  x   1.00050841  =   1.00045333
 GQ0234
 GQ0234:                Primary Azimuth Mark                     Grid Az
 GQ0234:SPC AZ W     -  A 100                                    224 23 12.5
 GQ0234:SPC NV E     -  A 100                                    223 18 16.4
 GQ0234:UTM  12      -  A 100                                    226 00 39.6
 GQ0234:UTM  11      -  A 100                                    222 28 02.9
 GQ0234
 GQ0234|---------------------------------------------------------------------|
 GQ0234| PID    Reference Object                     Distance      Geod. Az  |
 GQ0234|                                                           dddmmss.s |
 GQ0234| GQ0213 A 100                               APPROX. 0.8 KM 2241501.1 |
 GQ0234|---------------------------------------------------------------------|
 GQ0234
 GQ0234                          SUPERSEDED SURVEY CONTROL
 GQ0234
 GQ0234  NAD 83(1986)-  36 10 24.64181(N)    113 58 52.60513(W) AD(       ) 3
 GQ0234  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GQ0234
 GQ0234.Superseded values are not recommended for survey control.
 GQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0234.See file dsdata.txt to determine how the superseded data were derived.
 GQ0234
 GQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3185707314(NAD 83)
 GQ0234_MARKER: DS = TRIANGULATION STATION DISK
 GQ0234_SETTING: 80 = SET IN A BOULDER
 GQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0234+STABILITY: SURFACE MOTION
 GQ0234
 GQ0234  HISTORY     - Date     Condition        Report By
 GQ0234  HISTORY     - 1948     MONUMENTED       USGS
 GQ0234
 GQ0234                          STATION DESCRIPTION
 GQ0234
 GQ0234'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0234'LOCATED ABOUT 1.7 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0234'CANYON.  ON NORTH SIDE OF LAKE, ON END OF PROMINENT RIDGE, ABOUT
 GQ0234'15 FT. ABOVE HIGH WATER MARK.
 GQ0234'
 GQ0234'TO REACH NOT GIVEN.
 GQ0234'
 GQ0234'STATION MARK--STANDARD TABLET STAMPED---A99 1948---, CEMENTED IN
 GQ0234'TOP OF BOULDER IN PLACE.
 GQ0234'
 GQ0234'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1831 ***********************************************************************
 DU1831  DESIGNATION -  A CROSS
 DU1831  PID         -  DU1831
 DU1831  STATE/COUNTY-  AZ/GILA
 DU1831  USGS QUAD   -  MEDDLER WASH (1986)
 DU1831
 DU1831                         *CURRENT SURVEY CONTROL
 DU1831  ___________________________________________________________________
 DU1831* NAD 83(1992)-  33 43 40.15584(N)    110 59 07.43526(W)     ADJUSTED  
 DU1831* NAVD 88     -      1149.7    (meters)    3772.     (feet)  VERTCON   
 DU1831  ___________________________________________________________________
 DU1831  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 DU1831  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1831
 DU1831  HORZ ORDER  -  THIRD
 DU1831
 DU1831.The horizontal coordinates were established by classical geodetic methods
 DU1831.and adjusted by the National Geodetic Survey in August 1993..
 DU1831
 DU1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1831
 DU1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1831
 DU1831.The geoid height was determined by GEOID03.
 DU1831
 DU1831;                    North         East     Units Scale Factor Converg.
 DU1831;SPC AZ E     -   302,767.808   137,487.820   MT  0.99997094   -0 27 16.6
 DU1831;SPC AZ E     -   993,332.70    451,075.52   iFT  0.99997094   -0 27 16.6
 DU1831;UTM  12      - 3,731,978.081   501,352.685   MT  0.99960002   +0 00 29.2
 DU1831
 DU1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1831!SPC AZ E     -   0.99982382  x   0.99997094  =   0.99979476
 DU1831!UTM  12      -   0.99982382  x   0.99960002  =   0.99942391
 DU1831
 DU1831:                Primary Azimuth Mark                     Grid Az
 DU1831:SPC AZ E     -  WILLOW                                   159 16 32.3
 DU1831:UTM  12      -  WILLOW                                   158 48 46.5
 DU1831
 DU1831|---------------------------------------------------------------------|
 DU1831| PID    Reference Object                     Distance      Geod. Az  |
 DU1831|                                                           dddmmss.s |
 DU1831| DU2016 WILLOW                              APPROX. 1.7 KM 1584915.7 |
 DU1831|---------------------------------------------------------------------|
 DU1831
 DU1831                          SUPERSEDED SURVEY CONTROL
 DU1831
 DU1831  NAD 83(1986)-  33 43 40.15122(N)    110 59 07.43405(W) AD(       ) 3
 DU1831  NGVD 29 (09/20/88) 1149.1    (m)         3770.     (f) VERT ANG       
 DU1831
 DU1831.Superseded values are not recommended for survey control.
 DU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1831.See file dsdata.txt to determine how the superseded data were derived.
 DU1831
 DU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0135331978(NAD 83)
 DU1831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1831_SETTING: 80 = SET IN A BOULDER
 DU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1831+STABILITY: SURFACE MOTION
 DU1831
 DU1831  HISTORY     - Date     Condition        Report By
 DU1831  HISTORY     - 1934     MONUMENTED       USGS
 DU1831  HISTORY     - 1948     GOOD             USGS
 DU1831  HISTORY     - 1963     GOOD             USGS
 DU1831
 DU1831                          STATION DESCRIPTION
 DU1831
 DU1831'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1831'RECOVERED AS DESCRIBED BY USFS.
 DU1831'
 DU1831'LOCATED ABOUT 25 MI NNW. OF GLOBE, 11 MI ENE. OF ROOSEVELT DAM,
 DU1831'ABOUT 1 MI NE. OF A CROSS RANGER STATION.  ON PROMINENT HILLTOP.
 DU1831'
 DU1831'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.3 MI W. ON HWY. 60.  TURN
 DU1831'RIGHT ON APACHE TRAIL RD. 14.9 MI TO RD. FORKS.  TAKE RIGHT FORK
 DU1831'TOWARD YOUNG 4.4 MI TO SALT RIVER BRIDGE, CONTINUE 9.1 MI TO RD.
 DU1831'FORKS JUST AFTER CROSSING CATTLEGUARD.  TURN LEFT 1.1 MI TO E.J.
 DU1831'WEBB RANCH AND END OF TRUCK TRAVEL.  PACK UP STEEP HILL DIRECTLY
 DU1831'N. OF WEBB RANCH TO TOP AND STATION.  A 40-MINUTE PACK.
 DU1831'
 DU1831'STATION MARK--USFS DISK STAMPED---A CROSS 1934---, CEMENTED IN
 DU1831'ROCK.
 DU1831'
 DU1831'RMS--NONE  SET.
 DU1831
 DU1831                          STATION RECOVERY (1963)
 DU1831
 DU1831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1831'RECOVERED AS DESCRIBED BY USGS AND USFS.
 DU1831'
 DU1831'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1860 ***********************************************************************
 GR1860  DESIGNATION -  A I
 GR1860  PID         -  GR1860
 GR1860  STATE/COUNTY-  AZ/MOHAVE
 GR1860  USGS QUAD   -  HOOVER DAM (1997)
 GR1860
 GR1860                         *CURRENT SURVEY CONTROL
 GR1860  ___________________________________________________________________
 GR1860* NAD 83(1992)-  36 00 54.22410(N)    114 44 14.21705(W)     ADJUSTED  
 GR1860* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1860  ___________________________________________________________________
 GR1860  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 GR1860  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1860
 GR1860  HORZ ORDER  -  SECOND
 GR1860
 GR1860.The horizontal coordinates were established by classical geodetic methods
 GR1860.and adjusted by the National Geodetic Survey in August 1993..
 GR1860
 GR1860.The orthometric height was scaled from a topographic map.
 GR1860
 GR1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1860
 GR1860.The geoid height was determined by GEOID03.
 GR1860
 GR1860;                    North         East     Units Scale Factor Converg.
 GR1860;SPC AZ W     -   556,653.435   124,364.460   MT  1.00003089   -0 34 50.0
 GR1860;SPC AZ W     - 1,826,290.80    408,019.88   iFT  1.00003089   -0 34 50.0
 GR1860;SPC NV E     - 8,140,672.689   276,261.790   MT  0.99997164   +0 29 51.0
 GR1860;SPC NV E     -26,708,190.31    906,368.89   sFT  0.99997164   +0 29 51.0
 GR1860;UTM  11      - 3,987,987.319   703,911.057   MT  1.00011236   +1 19 51.4
 GR1860
 GR1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1860!SPC AZ W     -   0.99994217  x   1.00003089  =   0.99997306
 GR1860!SPC NV E     -   0.99994217  x   0.99997164  =   0.99991382
 GR1860!UTM  11      -   0.99994217  x   1.00011236  =   1.00005453
 GR1860
 GR1860                          SUPERSEDED SURVEY CONTROL
 GR1860
 GR1860  NAD 83(1986)-  36 00 54.21240(N)    114 44 14.20625(W) AD(       ) 2
 GR1860  NAD 27      -  36 00 54.28100(N)    114 44 11.26900(W) AD(       ) 2
 GR1860
 GR1860.Superseded values are not recommended for survey control.
 GR1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1860.See file dsdata.txt to determine how the superseded data were derived.
 GR1860
 GR1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0391187987(NAD 83)
 GR1860_MARKER: DS = TRIANGULATION STATION DISK
 GR1860_SETTING: 0 = UNSPECIFIED SETTING
 GR1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1860
 GR1860  HISTORY     - Date     Condition        Report By
 GR1860  HISTORY     - 1935     MONUMENTED       BOR
 GR1860  HISTORY     - 1990     GOOD             USPSQD
 GR1860
 GR1860                          STATION DESCRIPTION
 GR1860
 GR1860'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1860'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH, LOCATED
 GR1860'ON THE ARIZONA SIDE OF THE CANYON ABOUT 250 FEET DOWNSTREAM
 GR1860'FROM THE END OF HOOVER DAM, WITH A STANDARD USC AND GS STATION
 GR1860'MARK SET FLUSH WITH THE TOP OF THE PIER.
 GR1860
 GR1860                          STATION RECOVERY (1990)
 GR1860
 GR1860'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1848 ***********************************************************************
 GR1848  DESIGNATION -  A II
 GR1848  PID         -  GR1848
 GR1848  STATE/COUNTY-  AZ/MOHAVE
 GR1848  USGS QUAD   -  HOOVER DAM (1997)
 GR1848
 GR1848                         *CURRENT SURVEY CONTROL
 GR1848  ___________________________________________________________________
 GR1848* NAD 83(1992)-  36 00 53.06643(N)    114 44 15.51885(W)     ADJUSTED  
 GR1848* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1848  ___________________________________________________________________
 GR1848  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 GR1848  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1848
 GR1848  HORZ ORDER  -  SECOND
 GR1848
 GR1848.The horizontal coordinates were established by classical geodetic methods
 GR1848.and adjusted by the National Geodetic Survey in August 1993..
 GR1848
 GR1848.The orthometric height was scaled from a topographic map.
 GR1848
 GR1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1848
 GR1848.The geoid height was determined by GEOID03.
 GR1848
 GR1848;                    North         East     Units Scale Factor Converg.
 GR1848;SPC AZ W     -   556,618.085   124,331.501   MT  1.00003096   -0 34 50.8
 GR1848;SPC AZ W     - 1,826,174.82    407,911.75   iFT  1.00003096   -0 34 50.8
 GR1848;SPC NV E     - 8,140,636.726   276,229.503   MT  0.99997158   +0 29 50.2
 GR1848;SPC NV E     -26,708,072.33    906,262.96   sFT  0.99997158   +0 29 50.2
 GR1848;UTM  11      - 3,987,950.886   703,879.293   MT  1.00011220   +1 19 50.6
 GR1848
 GR1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1848!SPC AZ W     -   0.99994217  x   1.00003096  =   0.99997313
 GR1848!SPC NV E     -   0.99994217  x   0.99997158  =   0.99991376
 GR1848!UTM  11      -   0.99994217  x   1.00011220  =   1.00005437
 GR1848
 GR1848|---------------------------------------------------------------------|
 GR1848| PID    Reference Object                     Distance      Geod. Az  |
 GR1848|                                                           dddmmss.s |
 GR1848| GR1856 A III                               156.800 METERS 21106     |
 GR1848| GR1853 N III                               388.703 METERS 25451     |
 GR1848| GR1852 N II                                202.287 METERS 31951     |
 GR1848|---------------------------------------------------------------------|
 GR1848
 GR1848                          SUPERSEDED SURVEY CONTROL
 GR1848
 GR1848  NAD 83(1986)-  36 00 53.05477(N)    114 44 15.50805(W) AD(       ) 2
 GR1848  NAD 27      -  36 00 53.12300(N)    114 44 12.57100(W) AD(       ) 2
 GR1848
 GR1848.Superseded values are not recommended for survey control.
 GR1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1848.See file dsdata.txt to determine how the superseded data were derived.
 GR1848
 GR1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0387987951(NAD 83)
 GR1848_MARKER: DS = TRIANGULATION STATION DISK
 GR1848_SETTING: 0 = UNSPECIFIED SETTING
 GR1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1848
 GR1848  HISTORY     - Date     Condition        Report By
 GR1848  HISTORY     - 1935     MONUMENTED       BOR
 GR1848  HISTORY     - 1990     GOOD             USPSQD
 GR1848
 GR1848                          STATION DESCRIPTION
 GR1848
 GR1848'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1848'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1848'LOCATED ON THE ARIZONA SIDE OF THE CANYON ABOUT 400 FEET
 GR1848'DOWNSTREAM FROM END OF THE HOOVER DAM, WITH A STANDARD USC AND
 GR1848'GS STATION MARK SET FLUSH WITH TOP OF THE PIER.
 GR1848
 GR1848                          STATION RECOVERY (1990)
 GR1848
 GR1848'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1856 ***********************************************************************
 GR1856  DESIGNATION -  A III
 GR1856  PID         -  GR1856
 GR1856  STATE/COUNTY-  AZ/MOHAVE
 GR1856  USGS QUAD   -  HOOVER DAM (1997)
 GR1856
 GR1856                         *CURRENT SURVEY CONTROL
 GR1856  ___________________________________________________________________
 GR1856* NAD 83(1992)-  36 00 48.71058(N)    114 44 18.75370(W)     ADJUSTED  
 GR1856* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1856  ___________________________________________________________________
 GR1856  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GR1856  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1856
 GR1856  HORZ ORDER  -  SECOND
 GR1856
 GR1856.The horizontal coordinates were established by classical geodetic methods
 GR1856.and adjusted by the National Geodetic Survey in August 1993..
 GR1856
 GR1856.The orthometric height was scaled from a topographic map.
 GR1856
 GR1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1856
 GR1856.The geoid height was determined by GEOID03.
 GR1856
 GR1856;                    North         East     Units Scale Factor Converg.
 GR1856;SPC AZ W     -   556,484.653   124,249.137   MT  1.00003114   -0 34 52.6
 GR1856;SPC AZ W     - 1,825,737.05    407,641.53   iFT  1.00003114   -0 34 52.6
 GR1856;SPC NV E     - 8,140,501.776   276,149.669   MT  0.99997143   +0 29 48.3
 GR1856;SPC NV E     -26,707,629.58    906,001.04   sFT  0.99997143   +0 29 48.3
 GR1856;UTM  11      - 3,987,814.770   703,801.419   MT  1.00011181   +1 19 48.5
 GR1856
 GR1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1856!SPC AZ W     -   0.99994217  x   1.00003114  =   0.99997331
 GR1856!SPC NV E     -   0.99994217  x   0.99997143  =   0.99991361
 GR1856!UTM  11      -   0.99994217  x   1.00011181  =   1.00005398
 GR1856
 GR1856|---------------------------------------------------------------------|
 GR1856| PID    Reference Object                     Distance      Geod. Az  |
 GR1856|                                                           dddmmss.s |
 GR1856| GR0591 ARIZONA BASE                        217.289 METERS 04217     |
 GR1856| GR1853 N III                               295.987 METERS 27620     |
 GR1856| GR1854 NEVADA BASE                         333.659 METERS 35458     |
 GR1856|---------------------------------------------------------------------|
 GR1856
 GR1856                          SUPERSEDED SURVEY CONTROL
 GR1856
 GR1856  NAD 83(1986)-  36 00 48.69903(N)    114 44 18.74290(W) AD(       ) 2
 GR1856  NAD 27      -  36 00 48.76700(N)    114 44 15.80600(W) AD(       ) 2
 GR1856
 GR1856.Superseded values are not recommended for survey control.
 GR1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1856.See file dsdata.txt to determine how the superseded data were derived.
 GR1856
 GR1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0380187815(NAD 83)
 GR1856_MARKER: DS = TRIANGULATION STATION DISK
 GR1856_SETTING: 0 = UNSPECIFIED SETTING
 GR1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1856
 GR1856  HISTORY     - Date     Condition        Report By
 GR1856  HISTORY     - 1935     MONUMENTED       BOR
 GR1856  HISTORY     - 1990     GOOD             USPSQD
 GR1856
 GR1856                          STATION DESCRIPTION
 GR1856
 GR1856'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1856'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1856'LOCATED ON THE ARIZONA SIDE OF THE CANYON ABOUT 900 FEET
 GR1856'DOWNSTREAM FROM THE END OF THE HOOVER DAM, WITH A USC AND GS
 GR1856'STATION MARK SET FLUSH WITH THE TOP OF THE PIER.
 GR1856
 GR1856                          STATION RECOVERY (1990)
 GR1856
 GR1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0879 ***********************************************************************
 DV0879  DESIGNATION -  A RESET
 DV0879  PID         -  DV0879
 DV0879  STATE/COUNTY-  AZ/MARICOPA
 DV0879  USGS QUAD   -  BUCKEYE NW (1982)
 DV0879
 DV0879                         *CURRENT SURVEY CONTROL
 DV0879  ___________________________________________________________________
 DV0879* NAD 83(1986)-  33 27 18.     (N)    112 44 52.     (W)     SCALED    
 DV0879* NAVD 88     -       325.97   (+/-2cm)    1069.5    (feet)  VERTCON   
 DV0879  ___________________________________________________________________
 DV0879  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV0879
 DV0879  VERT ORDER  -  THIRD (See Below)
 DV0879
 DV0879.The horizontal coordinates were scaled from a topographic map and have
 DV0879.an estimated accuracy of +/- 6 seconds.
 DV0879
 DV0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0879.The vertical order pertains to the NGVD 29 superseded value.
 DV0879
 DV0879.The geoid height was determined by GEOID03.
 DV0879
 DV0879;                    North         East    Units  Estimated Accuracy
 DV0879;SPC AZ C     -   272,520.      136,100.      MT  (+/- 180 meters Scaled)
 DV0879
 DV0879                          SUPERSEDED SURVEY CONTROL
 DV0879
 DV0879  NGVD 29 (03/28/06)  325.33   (m)         1067.4    (f) RESET       3  
 DV0879
 DV0879.Superseded values are not recommended for survey control.
 DV0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0879.See file dsdata.txt to determine how the superseded data were derived.
 DV0879
 DV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC375030(NAD 83)
 DV0879_MARKER: DB = BENCH MARK DISK
 DV0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0879_SP_SET: MONUMENT
 DV0879_STAMPING: A AHD RESET 1974
 DV0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0879
 DV0879  HISTORY     - Date     Condition        Report By
 DV0879  HISTORY     - 1974     MONUMENTED       AZHD
 DV0879
 DV0879                          STATION DESCRIPTION
 DV0879
 DV0879'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0879'17.05 MI SE FROM TONOPAH.
 DV0879'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0879'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0879'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.95 MILES WEST ALONG THE
 DV0879'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT SET FLUSH
 DV0879'WITH THE GROUND SURFACE, 1 1/2 FEET NORTHEAST OF WITNESS POST IN FENCE
 DV0879'LINE, 14 POSTS WEST OF A BRACED POST AND ABOUT 0.15 MILE EAST OF THE
 DV0879'TOP OF A GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0162 ***********************************************************************
 FQ0162  DESIGNATION -  A SCECO
 FQ0162  PID         -  FQ0162
 FQ0162  STATE/COUNTY-  AZ/COCONINO
 FQ0162  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0162
 FQ0162                         *CURRENT SURVEY CONTROL
 FQ0162  ___________________________________________________________________
 FQ0162* NAD 83(1986)-  35 52 36.     (N)    111 24 43.     (W)     SCALED    
 FQ0162* NAVD 88     -      1280.607  (meters)    4201.46   (feet)  POSTED    
 FQ0162  ___________________________________________________________________
 FQ0162  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0162  DYNAMIC HT  -        1279.010 (meters)    4196.22  (feet)  COMP
 FQ0162  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 FQ0162
 FQ0162  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0162
 FQ0162.The horizontal coordinates were scaled from a topographic map and have
 FQ0162.an estimated accuracy of +/- 6 seconds.
 FQ0162
 FQ0162.The orthometric height was determined by differential leveling
 FQ0162.and adjusted by the National Geodetic Survey in 1992..
 FQ0162.No vertical observational check was made to the station.
 FQ0162.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0162.was located on a no-check spur therefore a value was not computed.
 FQ0162
 FQ0162.The geoid height was determined by GEOID03.
 FQ0162
 FQ0162.The dynamic height is computed by dividing the NAVD 88
 FQ0162.geopotential number by the normal gravity value computed on the
 FQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0162.degrees latitude (g = 980.6199 gals.).
 FQ0162
 FQ0162.The modeled gravity was interpolated from observed gravity values.
 FQ0162
 FQ0162;                    North         East    Units  Estimated Accuracy
 FQ0162;SPC AZ C     -   540,950.      258,930.      MT  (+/- 180 meters Scaled)
 FQ0162
 FQ0162                          SUPERSEDED SURVEY CONTROL
 FQ0162
 FQ0162.No superseded survey control is available for this station.
 FQ0162
 FQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE628703(NAD 83)
 FQ0162_MARKER: X = CHISELED CROSS
 FQ0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0162_SP_SET: BRIDGE
 FQ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0162
 FQ0162  HISTORY     - Date     Condition        Report By
 FQ0162  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0162  HISTORY     - 1921     GOOD             NGS
 FQ0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0162
 FQ0162                          STATION DESCRIPTION
 FQ0162
 FQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0162'IN CAMERON.
 FQ0162'AT CAMERON, COCONINO COUNTY, AT THE SUSPENSION BRIDGE OVER LITTLE
 FQ0162'COLORADO RIVER, AND ON THE CONCRETE TRIANGLE AT THE WEST SIDE OF THE
 FQ0162'SOUTH ENTRANCE.  A CHISELED CROSS.
 FQ0162
 FQ0162                          STATION RECOVERY (1983)
 FQ0162
 FQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0162'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0010 ***********************************************************************
 CZ0010  DESIGNATION -  AA
 CZ0010  PID         -  CZ0010
 CZ0010  STATE/COUNTY-  AZ/COCHISE
 CZ0010  USGS QUAD   -  DRAGOON (1995)
 CZ0010
 CZ0010                         *CURRENT SURVEY CONTROL
 CZ0010  ___________________________________________________________________
 CZ0010* NAD 83(1986)-  32 00 44.     (N)    110 07 23.     (W)     SCALED    
 CZ0010* NAVD 88     -      1362.74   (+/-2cm)    4470.9    (feet)  VERTCON   
 CZ0010  ___________________________________________________________________
 CZ0010  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CZ0010
 CZ0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0010
 CZ0010.The horizontal coordinates were scaled from a topographic map and have
 CZ0010.an estimated accuracy of +/- 6 seconds.
 CZ0010
 CZ0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0010.The vertical order pertains to the NGVD 29 superseded value.
 CZ0010
 CZ0010.The geoid height was determined by GEOID03.
 CZ0010
 CZ0010;                    North         East    Units  Estimated Accuracy
 CZ0010;SPC AZ E     -   112,220.      217,480.      MT  (+/- 180 meters Scaled)
 CZ0010
 CZ0010                          SUPERSEDED SURVEY CONTROL
 CZ0010
 CZ0010  NGVD 29 (??/??/92) 1361.868  (m)         4468.06   (f) ADJ UNCH    2 0
 CZ0010
 CZ0010.Superseded values are not recommended for survey control.
 CZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0010.See file dsdata.txt to determine how the superseded data were derived.
 CZ0010
 CZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA828421(NAD 83)
 CZ0010_MARKER: DZ = AZIMUTH MARK DISK
 CZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0010_SP_SET: HEADWALL
 CZ0010_STAMPING: AA
 CZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0010
 CZ0010  HISTORY     - Date     Condition        Report By
 CZ0010  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0010  HISTORY     - 1960     GOOD             NGS
 CZ0010  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0010
 CZ0010                          STATION DESCRIPTION
 CZ0010
 CZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0010'11.1 MI E FROM BENSON.
 CZ0010'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0010'HIGHWAY 86, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0010'TRAFFIC LANE, JUST BEFORE ENTERING TEXAS CANYON, CEMENTED IN THE
 CZ0010'CENTER OF THE SOUTHEAST HEADWALL, ABOUT 6 INCHES HIGHER THAN THE
 CZ0010'HIGHWAY.
 CZ0010
 CZ0010                          STATION RECOVERY (1979)
 CZ0010
 CZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0010'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HIGHWAY HAS BEEN
 CZ0010'WIDENED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0284 ***********************************************************************
 FP0284  DESIGNATION -  AA 1
 FP0284  PID         -  FP0284
 FP0284  STATE/COUNTY-  AZ/APACHE
 FP0284  USGS QUAD   -  PINTA (1972)
 FP0284
 FP0284                         *CURRENT SURVEY CONTROL
 FP0284  ___________________________________________________________________
 FP0284* NAD 83(1992)-  35 05 42.77110(N)    109 40 17.92584(W)     ADJUSTED  
 FP0284* NAVD 88     -      1731.653  (meters)    5681.26   (feet)  ADJUSTED  
 FP0284  ___________________________________________________________________
 FP0284  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 FP0284  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0284  DYNAMIC HT  -        1729.250 (meters)    5673.38  (feet)  COMP
 FP0284  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 FP0284
 FP0284  HORZ ORDER  -  SECOND
 FP0284  VERT ORDER  -  FIRST     CLASS II
 FP0284
 FP0284.The horizontal coordinates were established by classical geodetic methods
 FP0284.and adjusted by the National Geodetic Survey in August 1993..
 FP0284
 FP0284.The orthometric height was determined by differential leveling
 FP0284.and adjusted by the National Geodetic Survey in June 1991..
 FP0284
 FP0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0284
 FP0284.The geoid height was determined by GEOID03.
 FP0284
 FP0284.The dynamic height is computed by dividing the NAVD 88
 FP0284.geopotential number by the normal gravity value computed on the
 FP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0284.degrees latitude (g = 980.6199 gals.).
 FP0284
 FP0284.The modeled gravity was interpolated from observed gravity values.
 FP0284
 FP0284;                    North         East     Units Scale Factor Converg.
 FP0284;SPC AZ E     -   454,248.456   258,492.794   MT  0.99992510   +0 17 04.6
 FP0284;SPC AZ E     - 1,490,316.46    848,073.47   iFT  0.99992510   +0 17 04.6
 FP0284;UTM  12      - 3,884,409.072   621,077.623   MT  0.99978067   +0 45 49.7
 FP0284
 FP0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0284!SPC AZ E     -   0.99973195  x   0.99992510  =   0.99965707
 FP0284!UTM  12      -   0.99973195  x   0.99978067  =   0.99951268
 FP0284
 FP0284|---------------------------------------------------------------------|
 FP0284| PID    Reference Object                     Distance      Geod. Az  |
 FP0284|                                                           dddmmss.s |
 FP0284| FP0285 AA 1 RM 1                            11.455 METERS 06815     |
 FP0284| FP0291 AA 2                                APPROX. 5.8 KM 0815751.4 |
 FP0284| FP0283 AA 1 RM 2                            11.857 METERS 26114     |
 FP0284|---------------------------------------------------------------------|
 FP0284
 FP0284                          SUPERSEDED SURVEY CONTROL
 FP0284
 FP0284  NAD 83(1986)-  35 05 42.76509(N)    109 40 17.92742(W) AD(       ) 2
 FP0284  NAD 27      -  35 05 42.67900(N)    109 40 15.51890(W) AD(       ) 2
 FP0284  NGVD 29 (??/??/92) 1730.752  (m)         5678.31   (f) ADJ UNCH    1 2
 FP0284
 FP0284.Superseded values are not recommended for survey control.
 FP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0284.See file dsdata.txt to determine how the superseded data were derived.
 FP0284
 FP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2107884409(NAD 83)
 FP0284_MARKER: DE = TRAVERSE STATION DISK
 FP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0284_STAMPING: AA 1 1959
 FP0284_MARK LOGO: CGS   
 FP0284_PROJECTION: RECESSED 10 CENTIMETERS
 FP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0284+STABILITY: SURFACE MOTION
 FP0284
 FP0284  HISTORY     - Date     Condition        Report By
 FP0284  HISTORY     - 1959     MONUMENTED       CGS
 FP0284  HISTORY     - 1959     GOOD             CGS
 FP0284  HISTORY     - 1971     GOOD             NGS
 FP0284  HISTORY     - 1972     GOOD             USGS
 FP0284  HISTORY     - 1983     GOOD             NGS
 FP0284
 FP0284                          STATION DESCRIPTION
 FP0284
 FP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0284'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66,
 FP0284'ABOUT 10 MILES EAST OF THE NAVAJO-APACHE COUNTY LINE.
 FP0284'
 FP0284'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 FP0284'NORTHEAST ON U.S. HIGHWAY 66 TOWARD GALLUP FOR 25.0 MILES TO ITS
 FP0284'JUNCTION WITH THE PAINTED DESERT-PETRIFIED FOREST ROAD,
 FP0284'CONTINUE EASTWARD ON HIGHWAY 66 FOR 8.5 MILES TO HIGHWAY
 FP0284'MILE POST 340 AND THE STATION ON THE LEFT, AT THE TOP OF A
 FP0284'HIGHWAY CUT.
 FP0284'
 FP0284'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED AA 1 1959,
 FP0284'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 FP0284'IS 58 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 6.5 FEET
 FP0284'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A WITNESS
 FP0284'POST.
 FP0284'
 FP0284'RM 1 IS A STANDARD DISK STAMPED AA 1 NO 1 1959, SET IN A
 FP0284'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 39 FEET
 FP0284'NORTHEAST OF THE WITNESS POST AND 2 FEET SOUTH OF THE
 FP0284'RIGHT-OF-WAY FENCE.
 FP0284'
 FP0284'RM 2 IS A STANDARD DISK STAMPED AA 1 NO 2 1959, SET IN A
 FP0284'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 37 FEET
 FP0284'WEST OF THE WITNESS POST AND 3 FEET SOUTH OF THE FENCE.
 FP0284'
 FP0284'TRIANGULATION STATION AA 2 CAN BE USED AS AN AZIMUTH MARK.
 FP0284'SEE DESCRIPTION THEREOF.
 FP0284
 FP0284                          STATION RECOVERY (1959)
 FP0284
 FP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0284'33.5 MI E FROM HOLBROOK.
 FP0284'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0284'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO EAST AND NORTHEAST ON
 FP0284'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0284'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0284'POST 340 AND THE STATION 58 FEET NORTH OF THE HIGHWAY CUT, 6 1/2 FEET
 FP0284'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF THE WITNESS POST. A
 FP0284'12 INCH SQUARE CONCRETE POST.
 FP0284
 FP0284                          STATION RECOVERY (1971)
 FP0284
 FP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FP0284'A.  GENERAL LOCATION INT. 40.  BETWEEN HOLBROOK AND THE NEW
 FP0284'MEXICO LINE.  TO REACH FROM MILEPOST 318, INT. 40, EASTERLY
 FP0284'ON THE INT. FOR 0.2 MILES AND TO THE STATION ON THE LEFT.  THE
 FP0284'STATION IS LOCATED 6 FT SOUTH OF THE NORTH R/W FENCE LINE AND
 FP0284'1.5 FT EAST OF A USC AND GS WITNESS SIGN.  THE MARK IS A
 FP0284'STANDARD USC AND GS TRIANGULATION BRASS CAP.  SET IN A 12 IN
 FP0284'SQUARE CONCRETE POST, UP 0.25 FT AND STAMPED, AA 1 1950.  R.M.
 FP0284'1 IS LOCATED 40 FT EAST OF THE MAIN STATION AND 2 FT SOUTH OF
 FP0284'THE NORTH R/W FENCE LINE.  IT IS A STANDARD USC AND GS
 FP0284'REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST,
 FP0284'UP 0.3 FT AND STAMPED, AA 1 NO 1 1950.  R.M. 2 IS LOCATED
 FP0284'ABOUT 40 FT WESTERLY OF THE MAIN STATION AND 2.5 FT SOUTH OF
 FP0284'THE NORTH R/W FENCE.  IT IS A STANDARD USC AND GS REFERENCE
 FP0284'MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.05
 FP0284'FT AND STAMPED, AA NO 2 1950.
 FP0284
 FP0284                          STATION RECOVERY (1972)
 FP0284
 FP0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0284'FROM NAVAJO HIGHWAY INTERCHANGE CONTINUE W. ALONG I-40 HIGHWAY
 FP0284'7.9 MI. BM IS 100 FT N. OF CENTER LINE OF W. BOUND TRAFFIC
 FP0284'AT TOP OF THE HIGHWAY CUT, 6 FT S. OF R/W FENCE AND 2 FT.
 FP0284'E. OF WITNESS POST.  A STANDARD TABLET SET IN 12 INCH SQUARE
 FP0284'CONCRETE POST PROJECTING 0.4 IN.
 FP0284
 FP0284                          STATION RECOVERY (1983)
 FP0284
 FP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0284'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0284'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0284'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0284'NORTHEAST OF MILEPOST 318, 29.4 METERS (96.5 FT) NORTHWEST OF THE
 FP0284'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.5 METERS
 FP0284'(37.7 FT) SOUTHWEST OF REFERENCE MARK 1 AND 2.0 METERS (6.6 FT)
 FP0284'SOUTHEAST OF A FENCE.
 FP0284'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0284'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0285 ***********************************************************************
 FP0285  DESIGNATION -  AA 1 RM 1
 FP0285  PID         -  FP0285
 FP0285  STATE/COUNTY-  AZ/APACHE
 FP0285  USGS QUAD   -  PINTA (1972)
 FP0285
 FP0285                         *CURRENT SURVEY CONTROL
 FP0285  ___________________________________________________________________
 FP0285* NAD 83(1986)-  35 05 43.     (N)    109 40 17.     (W)     SCALED    
 FP0285* NAVD 88     -      1731.511  (meters)    5680.80   (feet)  ADJUSTED  
 FP0285  ___________________________________________________________________
 FP0285  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0285  DYNAMIC HT  -        1729.108 (meters)    5672.92  (feet)  COMP
 FP0285  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 FP0285
 FP0285  VERT ORDER  -  SECOND    CLASS 0
 FP0285
 FP0285.The horizontal coordinates were scaled from a topographic map and have
 FP0285.an estimated accuracy of +/- 6 seconds.
 FP0285
 FP0285.The orthometric height was determined by differential leveling
 FP0285.and adjusted by the National Geodetic Survey in June 1991..
 FP0285
 FP0285.The geoid height was determined by GEOID03.
 FP0285
 FP0285.The dynamic height is computed by dividing the NAVD 88
 FP0285.geopotential number by the normal gravity value computed on the
 FP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0285.degrees latitude (g = 980.6199 gals.).
 FP0285
 FP0285.The modeled gravity was interpolated from observed gravity values.
 FP0285
 FP0285;                    North         East    Units  Estimated Accuracy
 FP0285;SPC AZ E     -   454,260.      258,520.      MT  (+/- 180 meters Scaled)
 FP0285
 FP0285                          SUPERSEDED SURVEY CONTROL
 FP0285
 FP0285  NGVD 29 (??/??/92) 1730.610  (m)         5677.84   (f) ADJ UNCH    2 0
 FP0285
 FP0285.Superseded values are not recommended for survey control.
 FP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0285.See file dsdata.txt to determine how the superseded data were derived.
 FP0285
 FP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD211844(NAD 83)
 FP0285_MARKER: DR = REFERENCE MARK DISK
 FP0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0285_STAMPING: AA 1 NO 1 1959
 FP0285_MARK LOGO: CGS   
 FP0285_PROJECTION: RECESSED 15 CENTIMETERS
 FP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0285+STABILITY: SURFACE MOTION
 FP0285
 FP0285  HISTORY     - Date     Condition        Report By
 FP0285  HISTORY     - 1959     MONUMENTED       CGS
 FP0285  HISTORY     - 1983     GOOD             NGS
 FP0285
 FP0285                          STATION DESCRIPTION
 FP0285
 FP0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0285'33.5 MI E FROM HOLBROOK.
 FP0285'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0285'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON
 FP0285'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0285'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0285'POST 340 AND THE STATION, 39 FEET NORTHEAST OF THE WITNESS POST AND 2
 FP0285'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12 INCH SQUARE CONCRETE POST
 FP0285'THAT PROJECTS 5 INCHES.
 FP0285
 FP0285                          STATION RECOVERY (1983)
 FP0285
 FP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0285'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0285'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0285'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0285'NORTHEAST OF MILEPOST 318, 30.8 METERS (101.0 FT) NORTHWEST OF THE
 FP0285'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.5 METERS
 FP0285'(37.7 FT) NORTHEAST OF THE STATION MARK AND 0.6 METER (2.0 FT)
 FP0285'SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0285'THE MARK IS 12.0 METERS  NE FROM A WITNESS POST.
 FP0285'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0283 ***********************************************************************
 FP0283  DESIGNATION -  AA 1 RM 2
 FP0283  PID         -  FP0283
 FP0283  STATE/COUNTY-  AZ/APACHE
 FP0283  USGS QUAD   -  PINTA (1972)
 FP0283
 FP0283                         *CURRENT SURVEY CONTROL
 FP0283  ___________________________________________________________________
 FP0283* NAD 83(1986)-  35 05 43.     (N)    109 40 19.     (W)     SCALED    
 FP0283* NAVD 88     -      1731.602  (meters)    5681.10   (feet)  ADJUSTED  
 FP0283  ___________________________________________________________________
 FP0283  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0283  DYNAMIC HT  -        1729.199 (meters)    5673.21  (feet)  COMP
 FP0283  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 FP0283
 FP0283  VERT ORDER  -  SECOND    CLASS 0
 FP0283
 FP0283.The horizontal coordinates were scaled from a topographic map and have
 FP0283.an estimated accuracy of +/- 6 seconds.
 FP0283
 FP0283.The orthometric height was determined by differential leveling
 FP0283.and adjusted by the National Geodetic Survey in June 1991..
 FP0283
 FP0283.The geoid height was determined by GEOID03.
 FP0283
 FP0283.The dynamic height is computed by dividing the NAVD 88
 FP0283.geopotential number by the normal gravity value computed on the
 FP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0283.degrees latitude (g = 980.6199 gals.).
 FP0283
 FP0283.The modeled gravity was interpolated from observed gravity values.
 FP0283
 FP0283;                    North         East    Units  Estimated Accuracy
 FP0283;SPC AZ E     -   454,260.      258,470.      MT  (+/- 180 meters Scaled)
 FP0283
 FP0283                          SUPERSEDED SURVEY CONTROL
 FP0283
 FP0283  NGVD 29 (??/??/92) 1730.700  (m)         5678.14   (f) ADJ UNCH    2 0
 FP0283
 FP0283.Superseded values are not recommended for survey control.
 FP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0283.See file dsdata.txt to determine how the superseded data were derived.
 FP0283
 FP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD210844(NAD 83)
 FP0283_MARKER: DR = REFERENCE MARK DISK
 FP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0283_STAMPING: AA 1 NO 2 1959
 FP0283_MARK LOGO: CGS   
 FP0283_PROJECTION: RECESSED 15 CENTIMETERS
 FP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0283+STABILITY: SURFACE MOTION
 FP0283
 FP0283  HISTORY     - Date     Condition        Report By
 FP0283  HISTORY     - 1959     MONUMENTED       CGS
 FP0283  HISTORY     - 1983     GOOD             NGS
 FP0283
 FP0283                          STATION DESCRIPTION
 FP0283
 FP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0283'33.5 MI E FROM HOLBROOK.
 FP0283'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0283'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON
 FP0283'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0283'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0283'POST 340 AND THE STATION 37 FEET WEST OF THE WITNESS POST AND 3 FEET
 FP0283'SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0283'PROJECTS 4 INCHES.
 FP0283
 FP0283                          STATION RECOVERY (1983)
 FP0283
 FP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0283'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0283'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0283'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0283'NORTHEAST OF MILEPOST 318, 30.7 METERS (100.7 FT) NORTHWEST OF THE
 FP0283'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.9 METERS
 FP0283'(39.0 FT) SOUTHWEST OF THE STATION MARK AND 0.7 METER (2.3 FT)
 FP0283'SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0283'THE MARK IS 11.4 METERS  SW FROM A WITNESS POST.
 FP0283'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0291 ***********************************************************************
 FP0291  DESIGNATION -  AA 2
 FP0291  PID         -  FP0291
 FP0291  STATE/COUNTY-  AZ/APACHE
 FP0291  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0291
 FP0291                         *CURRENT SURVEY CONTROL
 FP0291  ___________________________________________________________________
 FP0291* NAD 83(1992)-  35 06 09.20597(N)    109 36 29.56600(W)     ADJUSTED  
 FP0291* NAVD 88     -      1745.605  (meters)    5727.04   (feet)  ADJUSTED  
 FP0291  ___________________________________________________________________
 FP0291  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 FP0291  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0291  DYNAMIC HT  -        1743.171 (meters)    5719.05  (feet)  COMP
 FP0291  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0291
 FP0291  HORZ ORDER  -  SECOND
 FP0291  VERT ORDER  -  SECOND    CLASS 0
 FP0291
 FP0291.The horizontal coordinates were established by classical geodetic methods
 FP0291.and adjusted by the National Geodetic Survey in August 1993..
 FP0291
 FP0291.The orthometric height was determined by differential leveling
 FP0291.and adjusted by the National Geodetic Survey in June 1991..
 FP0291
 FP0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0291
 FP0291.The geoid height was determined by GEOID03.
 FP0291
 FP0291.The dynamic height is computed by dividing the NAVD 88
 FP0291.geopotential number by the normal gravity value computed on the
 FP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0291.degrees latitude (g = 980.6199 gals.).
 FP0291
 FP0291.The modeled gravity was interpolated from observed gravity values.
 FP0291
 FP0291;                    North         East     Units Scale Factor Converg.
 FP0291;SPC AZ E     -   455,093.610   264,271.727   MT  0.99993193   +0 19 16.1
 FP0291;SPC AZ E     - 1,493,089.27    867,033.23   iFT  0.99993193   +0 19 16.1
 FP0291;UTM  12      - 3,885,302.410   626,848.483   MT  0.99979830   +0 48 01.6
 FP0291
 FP0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0291!SPC AZ E     -   0.99972975  x   0.99993193  =   0.99966170
 FP0291!UTM  12      -   0.99972975  x   0.99979830  =   0.99952810
 FP0291
 FP0291|---------------------------------------------------------------------|
 FP0291| PID    Reference Object                     Distance      Geod. Az  |
 FP0291|                                                           dddmmss.s |
 FP0291| FP0290 AA 2 RM 1                             9.988 METERS 04739     |
 FP0291| FP0600 DESERT PARK ATT RELAY TOWER         APPROX.15.3 KM 2581144.7 |
 FP0291| FP0284 AA 1                                APPROX. 5.8 KM 2620002.7 |
 FP0291| FP0292 AA 2 RM 2                            14.650 METERS 28248     |
 FP0291|---------------------------------------------------------------------|
 FP0291
 FP0291                          SUPERSEDED SURVEY CONTROL
 FP0291
 FP0291  NAD 83(1986)-  35 06 09.20000(N)    109 36 29.56753(W) AD(       ) 2
 FP0291  NAD 27      -  35 06 09.11280(N)    109 36 27.16910(W) AD(       ) 2
 FP0291  NGVD 29 (??/??/92) 1744.692  (m)         5724.04   (f) ADJ UNCH    2 0
 FP0291
 FP0291.Superseded values are not recommended for survey control.
 FP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0291.See file dsdata.txt to determine how the superseded data were derived.
 FP0291
 FP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2684885302(NAD 83)
 FP0291_MARKER: DS = TRIANGULATION STATION DISK
 FP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0291_STAMPING: AA 2 1959
 FP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0291+STABILITY: SURFACE MOTION
 FP0291
 FP0291  HISTORY     - Date     Condition        Report By
 FP0291  HISTORY     - 1959     MONUMENTED       CGS
 FP0291  HISTORY     - 1959     GOOD             CGS
 FP0291  HISTORY     - 1971     GOOD             NGS
 FP0291  HISTORY     - 1972     GOOD             USGS
 FP0291
 FP0291                          STATION DESCRIPTION
 FP0291
 FP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0291'THE STATION IS LOCATED ON THE HIGHEST PART OF A RIDGE ABOUT
 FP0291'4 MILES WEST OF NAVAJO AND 0.3 MILE SOUTH OF U.S. HIGHWAY 66.
 FP0291'
 FP0291'TO REACH THE STATION FROM THE POST OFFICE AT HOLBROOK, GO
 FP0291'NORTHEAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO THE JUNCTION OF
 FP0291'THE PAINTED DESTER-PETRIFIED FOREST ROAD, CONTINUE EAST ON
 FP0291'HIGHWAY 66 FOR 12.7 MILES TO A TRACK ROAD RIGHT 0.1 MILE AFTER
 FP0291'PASSING MILE POST 344.  TURN RIGHT ON THE TRACK ROAD THROUGH
 FP0291'A CATTLE GUARD AND GO 0.2 MILE TO THE TOP OF THE RIDGE, TURN
 FP0291'RIGHT AND GO ACROSS COUNTRY UP THE SLOPE OF THE RIDGE FOR
 FP0291'0.55 MILE TO THE HIGHEST POINT AND THE STATION.
 FP0291'
 FP0291'THE STATION MARK IS A STANDARD DISK STAMPED AA 2 1959, SET IN
 FP0291'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 2
 FP0291'FEET EAST OF A WITNESS POST.
 FP0291'
 FP0291'RM 1 IS A STANDARD DISK STAMPED AA 2 NO 1 1959, SET IN A
 FP0291'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS ABOUT
 FP0291'2 FEET LOWER THAN THE STATION MARK.
 FP0291'
 FP0291'RM 2 IS A STANDARD DISK STAMPED AA 2 NO 2 1959, SET IN A
 FP0291'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FP0291'
 FP0291'TRIANGULATION STATION AA 1 CAN BE USED AS AN AZIMUTH MARK.
 FP0291'SEE DESCRIPTION THEREOF.
 FP0291
 FP0291                          STATION RECOVERY (1959)
 FP0291
 FP0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0291'37.7 MI E FROM HOLBROOK.
 FP0291'37.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 0.1 MILE EAST OF MILE POST
 FP0291'344.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON U.S.
 FP0291'HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0291'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 12.7 MILES TO A
 FP0291'TRACK ROAD RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND GO SOUTH ON TRACK
 FP0291'ROAD 0.2 MILE TO TOP OF THE RIGHT, TURN RIGHT AND GO ACROSS COUNTRY
 FP0291'0.55 MILE TO THE STATION.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0291'PROJECTS 3 INCHES 2 FEET EAST OF THE WITNESS POST.
 FP0291
 FP0291                          STATION RECOVERY (1971)
 FP0291
 FP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FP0291'A.  GENERAL LOCATION INT. 40, BETWEEN HOLBROOK AND THE NEW
 FP0291'MEXICO LINE.  TO REACH FROM THE MILEPOST 322, INT. 40,
 FP0291'WESTERLY ON THE INT. FOR 0.2 MILES.  PACK SOUTH ABOUT 1500 FT
 FP0291'TO THE RIDGE CREST AND TO THE STATION LOCATED 6 FT NORTH OF
 FP0291'A USC AND GS SURVEY SIGN.  THE STATION IS A STANDARD
 FP0291'USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN CONCRETE
 FP0291'POST, UP 0.5 FT AND STAMPED, AA 2 1959.  R.M. 1 IS LOCATED
 FP0291'ABOUT 33 FT NORTHEAST OF THE MAIN STATION.  IT IS STANDARD
 FP0291'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 FP0291'CONCRETE POST, UP 0.6 FT AND STAMPED AA 2 NO 1 1959 R.M. 2
 FP0291'IS LOCATED ABOUT 50 FT WEST OF THE MAIN STATION.  IT IS A
 FP0291'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 FP0291'SQUARE CONCRETE POST, UP 0.6 FT AND STAMPED, AA 2 NO 2
 FP0291'1959.
 FP0291
 FP0291                          STATION RECOVERY (1972)
 FP0291
 FP0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDC)
 FP0291'TO REACH FROM THE OVER-PASS (U.S. HIGH WAY I 40) AT NAVAJO- GO
 FP0291'WEST ON I 40 4.5 MILES (CROSS OVER CRAZY CREEK) TO A GATE IN
 FP0291'THE FREEWAY FENCE ON RIGHT GO THROUGH GATE (NORTH) AND THEN
 FP0291'TURN LEFT AND FOLLOW WEST ALONG SIDE OF FREEWAY, FOLLOW ROAD
 FP0291'AND PASS UNDER THE FREEWAY, AT THE NEXT GATE GO THROUGH GATE
 FP0291'AND TURN RIGHT 180 DEG, CONTINUE WEST 0.5 MILES LONG FREEWAY
 FP0291'TO AN OLD FENCE AROUND HIGHWAY DEPT. STOCK PILE AREA.  GO
 FP0291'SOUTH ALONG FENCE THEN SW ACROSS COUNTRY TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0290 ***********************************************************************
 FP0290  DESIGNATION -  AA 2 RM 1
 FP0290  PID         -  FP0290
 FP0290  STATE/COUNTY-  AZ/APACHE
 FP0290  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0290
 FP0290                         *CURRENT SURVEY CONTROL
 FP0290  ___________________________________________________________________
 FP0290* NAD 83(1986)-  35 06 08.     (N)    109 36 28.     (W)     SCALED    
 FP0290* NAVD 88     -      1744.930  (meters)    5724.82   (feet)  ADJUSTED  
 FP0290  ___________________________________________________________________
 FP0290  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0290  DYNAMIC HT  -        1742.497 (meters)    5716.84  (feet)  COMP
 FP0290  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0290
 FP0290  VERT ORDER  -  SECOND    CLASS 0
 FP0290
 FP0290.The horizontal coordinates were scaled from a topographic map and have
 FP0290.an estimated accuracy of +/- 6 seconds.
 FP0290
 FP0290.The orthometric height was determined by differential leveling
 FP0290.and adjusted by the National Geodetic Survey in June 1991..
 FP0290
 FP0290.The geoid height was determined by GEOID03.
 FP0290
 FP0290.The dynamic height is computed by dividing the NAVD 88
 FP0290.geopotential number by the normal gravity value computed on the
 FP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0290.degrees latitude (g = 980.6199 gals.).
 FP0290
 FP0290.The modeled gravity was interpolated from observed gravity values.
 FP0290
 FP0290;                    North         East    Units  Estimated Accuracy
 FP0290;SPC AZ E     -   455,060.      264,310.      MT  (+/- 180 meters Scaled)
 FP0290
 FP0290                          SUPERSEDED SURVEY CONTROL
 FP0290
 FP0290  NGVD 29 (??/??/92) 1744.016  (m)         5721.83   (f) ADJ UNCH    2 0
 FP0290
 FP0290.Superseded values are not recommended for survey control.
 FP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0290.See file dsdata.txt to determine how the superseded data were derived.
 FP0290
 FP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD268852(NAD 83)
 FP0290_MARKER: DR = REFERENCE MARK DISK
 FP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0290_STAMPING: AA 2 R.M. NO 1 1959
 FP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0290+STABILITY: SURFACE MOTION
 FP0290
 FP0290  HISTORY     - Date     Condition        Report By
 FP0290  HISTORY     - 1959     MONUMENTED       CGS
 FP0290
 FP0290                          STATION DESCRIPTION
 FP0290
 FP0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0290'37.7 MI E FROM HOLBROOK.
 FP0290'37.7 MILES EAST ALONG U.S. HIGHWAY 66.  FROM THE POST OFFICE AT
 FP0290'HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO
 FP0290'THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION, CONTINUE EAST ON
 FP0290'U.S. HIGHWAY 66 FOR 12.7 MILES TO A TRACK ROAD RIGHT, TURN RIGHT
 FP0290'ACROSS CATTLE GUARD AND GO SOUTH ON TRACK ROAD 0.2 MILE.  HERE LEAVE
 FP0290'THE TRACK ROAD AND GO ACROSS COUNTRY 0.55 MILE TO THE STATION.  A
 FP0290'12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0292 ***********************************************************************
 FP0292  DESIGNATION -  AA 2 RM 2
 FP0292  PID         -  FP0292
 FP0292  STATE/COUNTY-  AZ/APACHE
 FP0292  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0292
 FP0292                         *CURRENT SURVEY CONTROL
 FP0292  ___________________________________________________________________
 FP0292* NAD 83(1986)-  35 06 09.     (N)    109 36 29.     (W)     SCALED    
 FP0292* NAVD 88     -      1745.317  (meters)    5726.09   (feet)  ADJUSTED  
 FP0292  ___________________________________________________________________
 FP0292  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0292  DYNAMIC HT  -        1742.884 (meters)    5718.11  (feet)  COMP
 FP0292  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0292
 FP0292  VERT ORDER  -  SECOND    CLASS 0
 FP0292
 FP0292.The horizontal coordinates were scaled from a topographic map and have
 FP0292.an estimated accuracy of +/- 6 seconds.
 FP0292
 FP0292.The orthometric height was determined by differential leveling
 FP0292.and adjusted by the National Geodetic Survey in June 1991..
 FP0292
 FP0292.The geoid height was determined by GEOID03.
 FP0292
 FP0292.The dynamic height is computed by dividing the NAVD 88
 FP0292.geopotential number by the normal gravity value computed on the
 FP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0292.degrees latitude (g = 980.6199 gals.).
 FP0292
 FP0292.The modeled gravity was interpolated from observed gravity values.
 FP0292
 FP0292;                    North         East    Units  Estimated Accuracy
 FP0292;SPC AZ E     -   455,090.      264,290.      MT  (+/- 180 meters Scaled)
 FP0292
 FP0292                          SUPERSEDED SURVEY CONTROL
 FP0292
 FP0292  NGVD 29 (??/??/92) 1744.404  (m)         5723.10   (f) ADJ UNCH    2 0
 FP0292
 FP0292.Superseded values are not recommended for survey control.
 FP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0292.See file dsdata.txt to determine how the superseded data were derived.
 FP0292
 FP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD268852(NAD 83)
 FP0292_MARKER: DR = REFERENCE MARK DISK
 FP0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0292_STAMPING: AA 2 NO 2 1959
 FP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0292+STABILITY: SURFACE MOTION
 FP0292
 FP0292  HISTORY     - Date     Condition        Report By
 FP0292  HISTORY     - 1959     MONUMENTED       CGS
 FP0292
 FP0292                          STATION DESCRIPTION
 FP0292
 FP0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0292'37.7 MI E FROM HOLBROOK.
 FP0292'37.7 MILES EAST ALONG U.S. HIGHWAY 66.  FROM THE POST OFFICE AT
 FP0292'HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO
 FP0292'THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION, CONTINUE EAST ON
 FP0292'U.S. HIGHWAY 66 FRO 12.7 MILES TO A TRACK ROAD RIGHT, TURN RIGHT
 FP0292'ACROSS CATTLE GUARD AND GO SOUTH ON TRACK ROAD 0.2 MILE, HERE TURN
 FP0292'RIGHT LEAVING THE TRACK ROAD AND GO ACROSS COUNTRY IN WESTERLY
 FP0292'DIRECTION FOR 0.55 MILE TO THE STATION.  A 12-INCH SQUARE CONCRETE
 FP0292'POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1097 ***********************************************************************
 DA1097  DESIGNATION -  AA 257
 DA1097  PID         -  DA1097
 DA1097  STATE/COUNTY-  AZ/YUMA
 DA1097  USGS QUAD   -  DATELAND (1982)
 DA1097
 DA1097                         *CURRENT SURVEY CONTROL
 DA1097  ___________________________________________________________________
 DA1097* NAD 83(1986)-  32 46 57.     (N)    113 34 32.     (W)     SCALED    
 DA1097* NAVD 88     -       126.495  (meters)     415.01   (feet)  ADJUSTED  
 DA1097  ___________________________________________________________________
 DA1097  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DA1097  DYNAMIC HT  -         126.351 (meters)     414.54  (feet)  COMP
 DA1097  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 DA1097
 DA1097  VERT ORDER  -  FIRST     CLASS II
 DA1097
 DA1097.The horizontal coordinates were scaled from a topographic map and have
 DA1097.an estimated accuracy of +/- 6 seconds.
 DA1097
 DA1097.The orthometric height was determined by differential leveling
 DA1097.and adjusted by the National Geodetic Survey in June 1991..
 DA1097
 DA1097.The geoid height was determined by GEOID03.
 DA1097
 DA1097.The dynamic height is computed by dividing the NAVD 88
 DA1097.geopotential number by the normal gravity value computed on the
 DA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1097.degrees latitude (g = 980.6199 gals.).
 DA1097
 DA1097.The modeled gravity was interpolated from observed gravity values.
 DA1097
 DA1097;                    North         East    Units  Estimated Accuracy
 DA1097;SPC AZ W     -   197,650.      229,700.      MT  (+/- 180 meters Scaled)
 DA1097
 DA1097                          SUPERSEDED SURVEY CONTROL
 DA1097
 DA1097  NGVD 29 (??/??/92)  125.910  (m)          413.09   (f) ADJ UNCH    1 2
 DA1097
 DA1097.Superseded values are not recommended for survey control.
 DA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1097.See file dsdata.txt to determine how the superseded data were derived.
 DA1097
 DA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB587301(NAD 83)
 DA1097_MARKER: DB = BENCH MARK DISK
 DA1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1097_SP_SET: BRIDGE
 DA1097_STAMPING: A A 257 1945
 DA1097_MARK LOGO: CGS   
 DA1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1097
 DA1097  HISTORY     - Date     Condition        Report By
 DA1097  HISTORY     - 1945     MONUMENTED       CGS
 DA1097  HISTORY     - 1952     GOOD             NGS
 DA1097  HISTORY     - 1981     GOOD             NGS
 DA1097  HISTORY     - 1981     GOOD             NGS
 DA1097
 DA1097                          STATION DESCRIPTION
 DA1097
 DA1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1097'7.8 MI SW FROM AZTEC.
 DA1097'7.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1097'THE WATER TANK AT AZTEC, 2 1/2 POLES NORTHEAST OF MILEPOST 804, IN
 DA1097'NORTHEAST WINGWALL OF BRIDGE NO. 804, 104 FEET SOUTHEAST OF THE CENTER
 DA1097'LINE OF UNITED STATES HIGHWAY 80, 6.2 FEET NORTHWEST OF THE NORTH
 DA1097'RAIL, 0.6 FOOT LOWER THAN THE RAILROAD TRACK.
 DA1097
 DA1097                          STATION RECOVERY (1981)
 DA1097
 DA1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1097'RECOVERED IN GOOD CONDITION.
 DA1097
 DA1097                          STATION RECOVERY (1981)
 DA1097
 DA1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0203 ***********************************************************************
 FP0203  DESIGNATION -  AA 3
 FP0203  PID         -  FP0203
 FP0203  STATE/COUNTY-  AZ/APACHE
 FP0203  USGS QUAD   -  CHAMBERS (1971)
 FP0203
 FP0203                         *CURRENT SURVEY CONTROL
 FP0203  ___________________________________________________________________
 FP0203* NAD 83(1992)-  35 09 32.66950(N)    109 29 43.14977(W)     ADJUSTED  
 FP0203* NAVD 88     -      1763.879  (meters)    5786.99   (feet)  ADJUSTED  
 FP0203  ___________________________________________________________________
 FP0203  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 FP0203  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0203  DYNAMIC HT  -        1761.422 (meters)    5778.93  (feet)  COMP
 FP0203  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0203
 FP0203  HORZ ORDER  -  SECOND
 FP0203  VERT ORDER  -  FIRST     CLASS II
 FP0203
 FP0203.The horizontal coordinates were established by classical geodetic methods
 FP0203.and adjusted by the National Geodetic Survey in August 1993..
 FP0203
 FP0203.The orthometric height was determined by differential leveling
 FP0203.and adjusted by the National Geodetic Survey in June 1991..
 FP0203.WARNING-Repeat measurements at this control monument indicate possible
 FP0203.vertical movement.
 FP0203
 FP0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0203
 FP0203.The geoid height was determined by GEOID03.
 FP0203
 FP0203.The dynamic height is computed by dividing the NAVD 88
 FP0203.geopotential number by the normal gravity value computed on the
 FP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0203.degrees latitude (g = 980.6199 gals.).
 FP0203
 FP0203.The modeled gravity was interpolated from observed gravity values.
 FP0203
 FP0203;                    North         East     Units Scale Factor Converg.
 FP0203;SPC AZ E     -   461,426.885   274,521.581   MT  0.99994609   +0 23 11.8
 FP0203;SPC AZ E     - 1,513,867.73    900,661.35   iFT  0.99994609   +0 23 11.8
 FP0203;UTM  12      - 3,891,720.471   637,043.693   MT  0.99983146   +0 51 59.8
 FP0203
 FP0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0203!SPC AZ E     -   0.99972683  x   0.99994609  =   0.99967293
 FP0203!UTM  12      -   0.99972683  x   0.99983146  =   0.99955833
 FP0203
 FP0203:                Primary Azimuth Mark                     Grid Az
 FP0203:SPC AZ E     -  CHAMBERS                                 051 10 08.1
 FP0203:UTM  12      -  CHAMBERS                                 050 41 20.1
 FP0203
 FP0203|---------------------------------------------------------------------|
 FP0203| PID    Reference Object                     Distance      Geod. Az  |
 FP0203|                                                           dddmmss.s |
 FP0203| FP0208 CHAMBERS                            APPROX. 4.2 KM 0513319.9 |
 FP0203| FP0204 AA 3 RM 1                             7.214 METERS 05834     |
 FP0203| FP0202 AA 3 RM 2                             9.360 METERS 22638     |
 FP0203|---------------------------------------------------------------------|
 FP0203
 FP0203                          SUPERSEDED SURVEY CONTROL
 FP0203
 FP0203  NAD 83(1986)-  35 09 32.66466(N)    109 29 43.15096(W) AD(       ) 2
 FP0203  NAD 27      -  35 09 32.58270(N)    109 29 40.75740(W) AD(       ) 2
 FP0203  NGVD 29 (??/??/92) 1762.970  (m)         5784.01   (f) ADJ UNCH    1 2
 FP0203
 FP0203.Superseded values are not recommended for survey control.
 FP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0203.See file dsdata.txt to determine how the superseded data were derived.
 FP0203
 FP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3704491720(NAD 83)
 FP0203_MARKER: DB = BENCH MARK DISK
 FP0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0203_STAMPING: AA-3
 FP0203_MARK LOGO: CGS   
 FP0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0203
 FP0203  HISTORY     - Date     Condition        Report By
 FP0203  HISTORY     - 1959     MONUMENTED       CGS
 FP0203  HISTORY     - 1971     GOOD             USGS
 FP0203  HISTORY     - 1983     GOOD             NGS
 FP0203
 FP0203                          STATION DESCRIPTION
 FP0203
 FP0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0203'THE STATION IS ABOUT 3 MILES SOUTHWEST OF CHAMBERS, AND ABOUT
 FP0203'3 MILES NORTHEAST OF NAVAJO, ABOUT 0.15 MILE NORTH OF THE
 FP0203'MC CARRELL MEMORIAL, AND 0.1 MILE NORTHEAST OF MILE POST 351.
 FP0203'
 FP0203'TO REACH THE STATION FROM THE POST OFFICE IN NAVAJO, WHICH IS
 FP0203'ABOUT 38 MILES EAST OF HOLBROOK, GO EAST ON U.S. HIGHWAY 66 FOR
 FP0203'2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE HIGHWAY.
 FP0203'TURN LEFT, CROSSING THE CATTLE GUARD, AND GO NORTHWEST FOR
 FP0203'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO
 FP0203'NORTHEAST ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE
 FP0203'RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO
 FP0203'THE STATION.
 FP0203'
 FP0203'THE STATION MARK, STAMPED AA 3 1959, IS A STANDARD DISK SET IN
 FP0203'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0203'IT IS 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.6 FEET EAST
 FP0203'OF A WITNESS POST.
 FP0203'
 FP0203'REFERENCE MARK NO. 1, STAMPED AA 3 NO 1 1959, IS A STANDARD DISK
 FP0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0203'3 INCHES.  IT IS 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0203'
 FP0203'REFERENCE MARK NO. 2, STAMPED AA 3 NO 2 1959, IS A STANDARD DISK
 FP0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0203'6 INCHES.  IT IS 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0203'
 FP0203'TRIANGULATION STATION CHAMBERS WILL SERVE AS AN AZIMUTH MARK.
 FP0203'SEE DESCRIPTION THEREOF.
 FP0203
 FP0203                          STATION RECOVERY (1971)
 FP0203
 FP0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0203'3.3 MI W FROM CHAMBERS.
 FP0203'TO REACH FROM THE U.S. POST OFFICE AT CHAMBERS, AZ., PROCEED WEST ON
 FP0203'INTERSTATE 40 FOR 3.3 MILES AND TAKE MCCARRELL RD. OFF RAMP TO TOP OF
 FP0203'OVERPASS, TURN LEFT AND CROSS OVERPASS FOR 0.1 MILES TO FRONTAGE ROAD,
 FP0203'TURN RIGHT ON FRONTAGE ROAD AND PROCEED WEST FOR 0.6 MILE TO Y-RD,
 FP0203'TAKE RIGHT FORK FOR 0.15 MILES TO Y-RD, TAKE LEFT FORK AND CONTINUE
 FP0203'NORTH THROUGH UNDERPASS FOR 0.3 MILES TO ABANDONED AIRSTRIP, TURN
 FP0203'RIGHT AND FOLLOW OLD RUNWAY FOR 0.1 MILES, THENCE LEFT (SOUTH) FOR 0.1
 FP0203'MILES TO THE STATION.  NOTE-- TO REACH THE STATION FROM THE POST
 FP0203'OFFICE AT NAVAJO, GO EAST ON U.S. 66 FOR 2.9 MILES.
 FP0203
 FP0203                          STATION RECOVERY (1983)
 FP0203
 FP0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0203'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0203'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0203'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0203'NORTHEAST OF MILEPOST 329, 29.3 METERS (96.1 FT) NORTHWEST OF THE
 FP0203'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 1.5 METERS
 FP0203'(4.9 FT) NORTHWEST OF A FENCE.
 FP0203'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 FP0203'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0204 ***********************************************************************
 FP0204  DESIGNATION -  AA 3 RM 1
 FP0204  PID         -  FP0204
 FP0204  STATE/COUNTY-  AZ/APACHE
 FP0204  USGS QUAD   -  CHAMBERS (1971)
 FP0204
 FP0204                         *CURRENT SURVEY CONTROL
 FP0204  ___________________________________________________________________
 FP0204* NAD 83(1986)-  35 09 32.     (N)    109 29 42.     (W)     SCALED    
 FP0204* NAVD 88     -      1763.780  (meters)    5786.67   (feet)  ADJUSTED  
 FP0204  ___________________________________________________________________
 FP0204  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0204  DYNAMIC HT  -        1761.323 (meters)    5778.61  (feet)  COMP
 FP0204  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0204
 FP0204  VERT ORDER  -  SECOND    CLASS 0
 FP0204
 FP0204.The horizontal coordinates were scaled from a topographic map and have
 FP0204.an estimated accuracy of +/- 6 seconds.
 FP0204
 FP0204.The orthometric height was determined by differential leveling
 FP0204.and adjusted by the National Geodetic Survey in June 1991..
 FP0204
 FP0204.The geoid height was determined by GEOID03.
 FP0204
 FP0204.The dynamic height is computed by dividing the NAVD 88
 FP0204.geopotential number by the normal gravity value computed on the
 FP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0204.degrees latitude (g = 980.6199 gals.).
 FP0204
 FP0204.The modeled gravity was interpolated from observed gravity values.
 FP0204
 FP0204;                    North         East    Units  Estimated Accuracy
 FP0204;SPC AZ E     -   461,410.      274,550.      MT  (+/- 180 meters Scaled)
 FP0204
 FP0204                          SUPERSEDED SURVEY CONTROL
 FP0204
 FP0204  NGVD 29 (??/??/92) 1762.860  (m)         5783.65   (f) ADJ UNCH    2 0
 FP0204
 FP0204.Superseded values are not recommended for survey control.
 FP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0204.See file dsdata.txt to determine how the superseded data were derived.
 FP0204
 FP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD370917(NAD 83)
 FP0204_MARKER: DR = REFERENCE MARK DISK
 FP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0204_STAMPING: AA 3 NO 1 1959
 FP0204_MARK LOGO: CGS   
 FP0204_PROJECTION: FLUSH
 FP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0204+STABILITY: SURFACE MOTION
 FP0204
 FP0204  HISTORY     - Date     Condition        Report By
 FP0204  HISTORY     - 1959     MONUMENTED       CGS
 FP0204  HISTORY     - 1983     GOOD             NGS
 FP0204
 FP0204                          STATION DESCRIPTION
 FP0204
 FP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0204'3 MI NE FROM NAVAJO.
 FP0204'3 MILES NORTHEAST OF THE NAVAJO POST OFFICE, WHICH IS ABOUT 38 MILES
 FP0204'EAST OF HOLBROO.  FROM THE NAVAJO POST OFFICE GO NORTHEAST ON U.S.
 FP0204'HIGHWAY 66 FOR 2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE
 FP0204'HIGHWAY.  TURN LEFT, CROSSING THE CATTLE GUARD, AND GO NORTHWEST FOR
 FP0204'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO NORTHEAST
 FP0204'ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 FP0204'AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO THE STATION 1.5 FEET
 FP0204'NORTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0204'PROJECTS 3 INCHES.
 FP0204
 FP0204                          STATION RECOVERY (1983)
 FP0204
 FP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0204'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0204'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0204'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0204'NORTHEAST OF MILEPOST 329, 28.8 METERS (94.5 FT) NORTHWEST OF THE
 FP0204'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 7.2 METERS
 FP0204'(23.6 FT) NORTHEAST OF THE STATION MARK AND 0.6 METER (2.0 FT)
 FP0204'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0204'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0202 ***********************************************************************
 FP0202  DESIGNATION -  AA 3 RM 2
 FP0202  PID         -  FP0202
 FP0202  STATE/COUNTY-  AZ/APACHE
 FP0202  USGS QUAD   -  CHAMBERS (1971)
 FP0202
 FP0202                         *CURRENT SURVEY CONTROL
 FP0202  ___________________________________________________________________
 FP0202* NAD 83(1986)-  35 09 32.     (N)    109 29 44.     (W)     SCALED    
 FP0202* NAVD 88     -      1763.777  (meters)    5786.66   (feet)  ADJUSTED  
 FP0202  ___________________________________________________________________
 FP0202  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0202  DYNAMIC HT  -        1761.319 (meters)    5778.59  (feet)  COMP
 FP0202  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0202
 FP0202  VERT ORDER  -  SECOND    CLASS 0
 FP0202
 FP0202.The horizontal coordinates were scaled from a topographic map and have
 FP0202.an estimated accuracy of +/- 6 seconds.
 FP0202
 FP0202.The orthometric height was determined by differential leveling
 FP0202.and adjusted by the National Geodetic Survey in June 1991..
 FP0202
 FP0202.The geoid height was determined by GEOID03.
 FP0202
 FP0202.The dynamic height is computed by dividing the NAVD 88
 FP0202.geopotential number by the normal gravity value computed on the
 FP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0202.degrees latitude (g = 980.6199 gals.).
 FP0202
 FP0202.The modeled gravity was interpolated from observed gravity values.
 FP0202
 FP0202;                    North         East    Units  Estimated Accuracy
 FP0202;SPC AZ E     -   461,410.      274,500.      MT  (+/- 180 meters Scaled)
 FP0202
 FP0202                          SUPERSEDED SURVEY CONTROL
 FP0202
 FP0202  NGVD 29 (??/??/92) 1762.856  (m)         5783.64   (f) ADJ UNCH    2 0
 FP0202
 FP0202.Superseded values are not recommended for survey control.
 FP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0202.See file dsdata.txt to determine how the superseded data were derived.
 FP0202
 FP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD370917(NAD 83)
 FP0202_MARKER: DR = REFERENCE MARK DISK
 FP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0202_STAMPING: AA 3 NO 2 1959
 FP0202_MARK LOGO: CGS   
 FP0202_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0202+STABILITY: SURFACE MOTION
 FP0202
 FP0202  HISTORY     - Date     Condition        Report By
 FP0202  HISTORY     - 1959     MONUMENTED       CGS
 FP0202  HISTORY     - 1983     GOOD             NGS
 FP0202
 FP0202                          STATION DESCRIPTION
 FP0202
 FP0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0202'3 MI NE FROM NAVAJO.
 FP0202'3 MILES NORTHEAST OF THE NAVAJO POST OFFICE, WHICH IS ABOUT 38 MILES
 FP0202'EAST OF HOLBRO FROM THE NAVAJO POST OFFICE GO NORTHEAST ON U.S.
 FP0202'HIGHWAY 66 FOR 2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE
 FP0202'HIGHWAY.  TURN LEFT, CROSSING THE CATTLE GUARD AND GO NORTHWEST FOR
 FP0202'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO NORTHEAST
 FP0202'ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 FP0202'AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO THE STATION 2 FEET
 FP0202'NORTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0202'PROJECTS 6 INCHES.
 FP0202
 FP0202                          STATION RECOVERY (1983)
 FP0202
 FP0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0202'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0202'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0202'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0202'NORTHEAST OF MILEPOST 329, 28.8 METERS (94.5 FT) NORTHWEST OF THE
 FP0202'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.4 METERS
 FP0202'(30.8 FT) SOUTHWEST OF THE STATION MARK AND 0.7 METER (2.3 FT)
 FP0202'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0202'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0213 ***********************************************************************
 FP0213  DESIGNATION -  AA 4
 FP0213  PID         -  FP0213
 FP0213  STATE/COUNTY-  AZ/APACHE
 FP0213  USGS QUAD   -  CHAMBERS (1971)
 FP0213
 FP0213                         *CURRENT SURVEY CONTROL
 FP0213  ___________________________________________________________________
 FP0213* NAD 83(1992)-  35 11 47.69635(N)    109 24 15.18888(W)     ADJUSTED  
 FP0213* NAVD 88     -      1757.207  (meters)    5765.10   (feet)  ADJUSTED  
 FP0213  ___________________________________________________________________
 FP0213  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 FP0213  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0213  DYNAMIC HT  -        1754.761 (meters)    5757.08  (feet)  COMP
 FP0213  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0213
 FP0213  HORZ ORDER  -  SECOND
 FP0213  VERT ORDER  -  FIRST     CLASS II
 FP0213
 FP0213.The horizontal coordinates were established by classical geodetic methods
 FP0213.and adjusted by the National Geodetic Survey in August 1993..
 FP0213
 FP0213.The orthometric height was determined by differential leveling
 FP0213.and adjusted by the National Geodetic Survey in June 1991..
 FP0213.WARNING-Repeat measurements at this control monument indicate possible
 FP0213.vertical movement.
 FP0213
 FP0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0213
 FP0213.The geoid height was determined by GEOID03.
 FP0213
 FP0213.The dynamic height is computed by dividing the NAVD 88
 FP0213.geopotential number by the normal gravity value computed on the
 FP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0213.degrees latitude (g = 980.6199 gals.).
 FP0213
 FP0213.The modeled gravity was interpolated from observed gravity values.
 FP0213
 FP0213;                    North         East     Units Scale Factor Converg.
 FP0213;SPC AZ E     -   465,647.618   282,789.318   MT  0.99995939   +0 26 22.1
 FP0213;SPC AZ E     - 1,527,715.28    927,786.48   iFT  0.99995939   +0 26 22.1
 FP0213;UTM  12      - 3,896,009.893   645,274.884   MT  0.99986010   +0 55 11.8
 FP0213
 FP0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0213!SPC AZ E     -   0.99972783  x   0.99995939  =   0.99968723
 FP0213!UTM  12      -   0.99972783  x   0.99986010  =   0.99958797
 FP0213
 FP0213:                Primary Azimuth Mark                     Grid Az
 FP0213:SPC AZ E     -  CHETO                                    074 33 35.2
 FP0213:UTM  12      -  CHETO                                    074 04 45.5
 FP0213
 FP0213|---------------------------------------------------------------------|
 FP0213| PID    Reference Object                     Distance      Geod. Az  |
 FP0213|                                                           dddmmss.s |
 FP0213| FP0218 CHETO                               APPROX. 5.3 KM 0745957.3 |
 FP0213| FP0214 AA 4 RM 1                             8.856 METERS 08700     |
 FP0213| FP0212 AA 4 RM 2                             8.582 METERS 19846     |
 FP0213|---------------------------------------------------------------------|
 FP0213
 FP0213                          SUPERSEDED SURVEY CONTROL
 FP0213
 FP0213  NAD 83(1986)-  35 11 47.69205(N)    109 24 15.19013(W) AD(       ) 2
 FP0213  NAD 27      -  35 11 47.60850(N)    109 24 12.81150(W) AD(       ) 2
 FP0213  NGVD 29 (??/??/92) 1756.168  (m)         5761.69   (f) ADJ UNCH    1 2
 FP0213
 FP0213.Superseded values are not recommended for survey control.
 FP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0213.See file dsdata.txt to determine how the superseded data were derived.
 FP0213
 FP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4527596010(NAD 83)
 FP0213_MARKER: DB = BENCH MARK DISK
 FP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0213_STAMPING: AA-4 1959
 FP0213_MARK LOGO: CGS   
 FP0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0213
 FP0213  HISTORY     - Date     Condition        Report By
 FP0213  HISTORY     - 1959     MONUMENTED       CGS
 FP0213  HISTORY     - 1971     GOOD             USGS
 FP0213  HISTORY     - 1983     GOOD             NGS
 FP0213
 FP0213                          STATION DESCRIPTION
 FP0213
 FP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0213'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY
 FP0213'66, 4.0 MILES WEST OF SANDERS, AND ABOUT 0.3 MILE EAST OF CHAMBERS.
 FP0213'
 FP0213'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, GO WEST
 FP0213'ON U.S. HIGHWAY 66 FOR 4.0 MILES TO MILE POST 357 AND THE STATION
 FP0213'ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 FP0213'
 FP0213'THE STATION MARK, STAMPED AA 4 1959, IS A STANDARD TRAVERSE DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'2 INCHES.  IT IS 93 FEET SOUTH OF HIGHWAY MILE POST 357, 7.5
 FP0213'FEET NORTH OF A FENCE POST WITH A TRIANGLE BLAZE, AND 2 FEET
 FP0213'EAST OF A WITNESS POST.
 FP0213'
 FP0213'REFERENCE MARK NO. 1 STAMPED AA 4 NO 1 1959, IS A STANDARD DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'3 INCHES.  IT IS 29.9 FEET EAST OF THE FENCE POST WITH A TRIANGLE
 FP0213'BLAZE.
 FP0213'
 FP0213'REFERENCE MARK NO. 2 STAMPED AA4 NO 2 1959, IS A STANDARD DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'3 INCHES.  IT IS 20.4 FEET SOUTH OF THE FENCE POST WITH A
 FP0213'TRIANGLE BLAZE.
 FP0213'
 FP0213'TRAVERSE STATION CHETO CAN BE USED AS AN AZIMUTH MARK.  SEE
 FP0213'DESCRIPTION THEREOF.
 FP0213
 FP0213                          STATION RECOVERY (1971)
 FP0213
 FP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0213'1.6 MI E FROM CHAMBERS.
 FP0213'TO REACH FROM THE POST OFFICE AT CHAMBERS, PROCEED EAST ON EAST BOUND
 FP0213'LANE OF I-40 FOR 1.6 MILES AND STATION ON LEFT.  MARK IS 145 FT. SOUTH
 FP0213'OF THE CENTER LINE OF THE EAST BOUND LANE AND 93 FT. SOUTH OF THE OLD
 FP0213'CEMENT MILEPOST 357.  NOTE-- FROM THE POST OFFICE AT SANDERS, GO WEST
 FP0213'ON U. S. 66 FOR 4.0 MILES.
 FP0213
 FP0213                          STATION RECOVERY (1983)
 FP0213
 FP0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0213'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0213'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0213'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0213'NORTHEAST OF MILEPOST 335, 43.3 METERS (142.1 FT) SOUTHEAST OF THE
 FP0213'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 13.1 METERS (43.0
 FP0213'FT) NORTHEAST OF A UTILITY POLE, 8.9 METERS (29.2 FT) WEST OF
 FP0213'REFERENCE MARK 1 AND 2.2 METERS (7.2 FT) NORTHWEST OF A FENCE.
 FP0213'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0213'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0214 ***********************************************************************
 FP0214  DESIGNATION -  AA 4 RM 1
 FP0214  PID         -  FP0214
 FP0214  STATE/COUNTY-  AZ/APACHE
 FP0214  USGS QUAD   -  CHAMBERS (1971)
 FP0214
 FP0214                         *CURRENT SURVEY CONTROL
 FP0214  ___________________________________________________________________
 FP0214* NAD 83(1986)-  35 11 47.     (N)    109 24 14.     (W)     SCALED    
 FP0214* NAVD 88     -      1756.997  (meters)    5764.41   (feet)  ADJUSTED  
 FP0214  ___________________________________________________________________
 FP0214  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0214  DYNAMIC HT  -        1754.551 (meters)    5756.39  (feet)  COMP
 FP0214  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0214
 FP0214  VERT ORDER  -  SECOND    CLASS 0
 FP0214
 FP0214.The horizontal coordinates were scaled from a topographic map and have
 FP0214.an estimated accuracy of +/- 6 seconds.
 FP0214
 FP0214.The orthometric height was determined by differential leveling
 FP0214.and adjusted by the National Geodetic Survey in June 1991..
 FP0214
 FP0214.The geoid height was determined by GEOID03.
 FP0214
 FP0214.The dynamic height is computed by dividing the NAVD 88
 FP0214.geopotential number by the normal gravity value computed on the
 FP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0214.degrees latitude (g = 980.6199 gals.).
 FP0214
 FP0214.The modeled gravity was interpolated from observed gravity values.
 FP0214
 FP0214;                    North         East    Units  Estimated Accuracy
 FP0214;SPC AZ E     -   465,630.      282,820.      MT  (+/- 180 meters Scaled)
 FP0214
 FP0214                          SUPERSEDED SURVEY CONTROL
 FP0214
 FP0214  NGVD 29 (??/??/92) 1756.067  (m)         5761.36   (f) ADJ UNCH    2 0
 FP0214
 FP0214.Superseded values are not recommended for survey control.
 FP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0214.See file dsdata.txt to determine how the superseded data were derived.
 FP0214
 FP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD453959(NAD 83)
 FP0214_MARKER: DR = REFERENCE MARK DISK
 FP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0214_STAMPING: AA 4 NO 1 1959
 FP0214_MARK LOGO: CGS   
 FP0214_PROJECTION: FLUSH
 FP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0214+STABILITY: SURFACE MOTION
 FP0214
 FP0214  HISTORY     - Date     Condition        Report By
 FP0214  HISTORY     - 1959     MONUMENTED       CGS
 FP0214  HISTORY     - 1983     GOOD             NGS
 FP0214
 FP0214                          STATION DESCRIPTION
 FP0214
 FP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0214'4 MI W FROM SANDERS.
 FP0214'FROM THE POST OFFICE AT SANDERS GO WEST ON U.S. HIGHWAY 66 FOR 4.0
 FP0214'MILES TO THE STATION ON THE LEFT, SOUTH RIGHT-OF-WAY, 30 FEET EAST OF
 FP0214'A FENCE POST WITH A TRIANGLE BLAZE.  A 12-INCH SQUARE CONCRETE POST
 FP0214'THAT PROJECTS 3 INCHES.
 FP0214
 FP0214                          STATION RECOVERY (1983)
 FP0214
 FP0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0214'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0214'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0214'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0214'NORTHEAST OF MILEPOST 335, 44.9 METERS (147.3 FT) SOUTHEAST OF THE
 FP0214'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 8.9 METERS (29.2
 FP0214'FT) EAST OF THE STATION MARK AND 0.5 METER (1.6 FT) NORTHWEST OF A
 FP0214'FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0214'THE MARK IS 9.4 METERS  E FROM A WITNESS POST.
 FP0214'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0212 ***********************************************************************
 FP0212  DESIGNATION -  AA 4 RM 2
 FP0212  PID         -  FP0212
 FP0212  STATE/COUNTY-  AZ/APACHE
 FP0212  USGS QUAD   -  CHAMBERS (1971)
 FP0212
 FP0212                         *CURRENT SURVEY CONTROL
 FP0212  ___________________________________________________________________
 FP0212* NAD 83(1986)-  35 11 48.     (N)    109 24 16.     (W)     SCALED    
 FP0212* NAVD 88     -      1756.989  (meters)    5764.39   (feet)  ADJUSTED  
 FP0212  ___________________________________________________________________
 FP0212  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0212  DYNAMIC HT  -        1754.543 (meters)    5756.36  (feet)  COMP
 FP0212  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0212
 FP0212  VERT ORDER  -  SECOND    CLASS 0
 FP0212
 FP0212.The horizontal coordinates were scaled from a topographic map and have
 FP0212.an estimated accuracy of +/- 6 seconds.
 FP0212
 FP0212.The orthometric height was determined by differential leveling
 FP0212.and adjusted by the National Geodetic Survey in June 1991..
 FP0212
 FP0212.The geoid height was determined by GEOID03.
 FP0212
 FP0212.The dynamic height is computed by dividing the NAVD 88
 FP0212.geopotential number by the normal gravity value computed on the
 FP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0212.degrees latitude (g = 980.6199 gals.).
 FP0212
 FP0212.The modeled gravity was interpolated from observed gravity values.
 FP0212
 FP0212;                    North         East    Units  Estimated Accuracy
 FP0212;SPC AZ E     -   465,660.      282,770.      MT  (+/- 180 meters Scaled)
 FP0212
 FP0212                          SUPERSEDED SURVEY CONTROL
 FP0212
 FP0212  NGVD 29 (??/??/92) 1756.059  (m)         5761.34   (f) ADJ UNCH    2 0
 FP0212
 FP0212.Superseded values are not recommended for survey control.
 FP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0212.See file dsdata.txt to determine how the superseded data were derived.
 FP0212
 FP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD452960(NAD 83)
 FP0212_MARKER: DR = REFERENCE MARK DISK
 FP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0212_STAMPING: AA 4 NO 2 1959
 FP0212_MARK LOGO: CGS   
 FP0212_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0212+STABILITY: SURFACE MOTION
 FP0212
 FP0212  HISTORY     - Date     Condition        Report By
 FP0212  HISTORY     - 1959     MONUMENTED       CGS
 FP0212  HISTORY     - 1983     GOOD             NGS
 FP0212
 FP0212                          STATION DESCRIPTION
 FP0212
 FP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0212'4 MI W FROM SANDERS.
 FP0212'FROM THE POST OFFICE AT SANDERS GO WEST ON U.S. HIGHWAY 66 FOR 4.0
 FP0212'MILES TO THE STATION ON THE LEFT, SOUTH RIGHT-OF-WAY 20.4 FEET SOUTH
 FP0212'OF A FENCE POST WITH A TRIANGLE BLAZE.  A 12-INCH SQUARE CONCRETE POST
 FP0212'THAT PROJECTS 3 INCHES.
 FP0212
 FP0212                          STATION RECOVERY (1983)
 FP0212
 FP0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0212'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0212'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0212'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0212'NORTHEAST OF MILEPOST 335, 50.6 METERS (166.0 FT) SOUTHEAST OF THE
 FP0212'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 8.6 METERS (28.2
 FP0212'FT) SOUTH OF THE STATION MARK, 6.6 METERS (21.7 FT) EAST OF A UTILITY
 FP0212'POLE AND 5.1 METERS (16.7 FT) SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED
 FP0212'TO THIS SURVEY.
 FP0212'THE MARK IS 8.6 METERS  S FROM A WITNESS POST.
 FP0212'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2279 ***********************************************************************
 CZ2279  DESIGNATION -  AA 43
 CZ2279  PID         -  CZ2279
 CZ2279  STATE/COUNTY-  AZ/PINAL
 CZ2279  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2279
 CZ2279                         *CURRENT SURVEY CONTROL
 CZ2279  ___________________________________________________________________
 CZ2279* NAD 83(1992)-  32 53 37.84542(N)    111 48 33.26213(W)     ADJUSTED  
 CZ2279* NAVD 88     -       415.09   (+/-2cm)    1361.8    (feet)  VERTCON   
 CZ2279  ___________________________________________________________________
 CZ2279  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ2279  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2279
 CZ2279  HORZ ORDER  -  FIRST
 CZ2279  VERT ORDER  -  THIRD ? (See Below)
 CZ2279
 CZ2279.The horizontal coordinates were established by classical geodetic methods
 CZ2279.and adjusted by the National Geodetic Survey in August 1993..
 CZ2279
 CZ2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2279.The vertical order pertains to the NGVD 29 superseded value.
 CZ2279
 CZ2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2279
 CZ2279.The geoid height was determined by GEOID03.
 CZ2279
 CZ2279;                    North         East     Units Scale Factor Converg.
 CZ2279;SPC AZ C     -   209,984.979   223,410.418   MT  0.99990125   +0 03 30.0
 CZ2279;SPC AZ C     -   688,927.10    732,973.81   iFT  0.99990125   +0 03 30.0
 CZ2279;UTM  12      - 3,639,809.086   424,312.783   MT  0.99967063   -0 26 22.2
 CZ2279
 CZ2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2279!SPC AZ C     -   0.99993958  x   0.99990125  =   0.99984083
 CZ2279!UTM  12      -   0.99993958  x   0.99967063  =   0.99961023
 CZ2279
 CZ2279:                Primary Azimuth Mark                     Grid Az
 CZ2279:SPC AZ C     -  AC 43X                                   077 16 37.0
 CZ2279:UTM  12      -  AC 43X                                   077 46 29.2
 CZ2279
 CZ2279|---------------------------------------------------------------------|
 CZ2279| PID    Reference Object                     Distance      Geod. Az  |
 CZ2279|                                                           dddmmss.s |
 CZ2279| CZ2272 AC 43X                              APPROX. 3.6 KM 0772007.0 |
 CZ2279| CH4662 AA 43 RM E                            8.844 METERS 08937     |
 CZ2279| CH4663 AA 43 RM S                            8.834 METERS 17941     |
 CZ2279|---------------------------------------------------------------------|
 CZ2279
 CZ2279                          SUPERSEDED SURVEY CONTROL
 CZ2279
 CZ2279  NAD 83(1986)-  32 53 37.83920(N)    111 48 33.26355(W) AD(       ) 1
 CZ2279  NAD 27      -  32 53 37.64707(N)    111 48 30.78797(W) AD(       ) 1
 CZ2279  NGVD 29 (07/19/86)  414.45   (m)         1359.7    (f) LEVELING    3  
 CZ2279
 CZ2279.Superseded values are not recommended for survey control.
 CZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2279.See file dsdata.txt to determine how the superseded data were derived.
 CZ2279
 CZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2431339809(NAD 83)
 CZ2279_MARKER: DD = SURVEY DISK
 CZ2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2279
 CZ2279  HISTORY     - Date     Condition        Report By
 CZ2279  HISTORY     - 1967     MONUMENTED       DMA
 CZ2279
 CZ2279                          STATION DESCRIPTION
 CZ2279
 CZ2279'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2279'T-6-S-.  R-5-E.  IN SECTION 22 NEAR THE NORTHEAST CORNER.
 CZ2279'
 CZ2279'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2279'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2279'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2279'MARK IS STAMPED--AA 43 1967 ARMY MAP SERVICE.
 CZ2279'
 CZ2279'THE STATION MARK IS LOCATED 74 FEET SOUTH OF THE CENTERLINE
 CZ2279'OF EAST-WEST ROAD.  63 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2279'IRRIGATION DITCH.  106 FEET WEST OF THE CENTERLINE OF THE
 CZ2279'NORTH-SOUTH ROAD.
 CZ2279'
 CZ2279'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2279'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2279'(ETHINGTON ROAD).  TURN RIGHT AND GO NORTH ON ETHINGTON
 CZ2279'ROAD FOR 1.0 MILE TO CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2278 ***********************************************************************
 CZ2278  DESIGNATION -  AA 44
 CZ2278  PID         -  CZ2278
 CZ2278  STATE/COUNTY-  AZ/PINAL
 CZ2278  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2278
 CZ2278                         *CURRENT SURVEY CONTROL
 CZ2278  ___________________________________________________________________
 CZ2278* NAD 83(1992)-  32 52 44.41429(N)    111 48 32.98740(W)     ADJUSTED  
 CZ2278* NAVD 88     -       417.22   (+/-2cm)    1368.8    (feet)  VERTCON   
 CZ2278  ___________________________________________________________________
 CZ2278  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CZ2278  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2278
 CZ2278  HORZ ORDER  -  FIRST
 CZ2278  VERT ORDER  -  THIRD ? (See Below)
 CZ2278
 CZ2278.The horizontal coordinates were established by classical geodetic methods
 CZ2278.and adjusted by the National Geodetic Survey in August 1993..
 CZ2278
 CZ2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2278.The vertical order pertains to the NGVD 29 superseded value.
 CZ2278
 CZ2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2278
 CZ2278.The geoid height was determined by GEOID03.
 CZ2278
 CZ2278;                    North         East     Units Scale Factor Converg.
 CZ2278;SPC AZ C     -   208,339.138   223,419.235   MT  0.99990125   +0 03 30.1
 CZ2278;SPC AZ C     -   683,527.36    733,002.74   iFT  0.99990125   +0 03 30.1
 CZ2278;UTM  12      - 3,638,163.610   424,307.302   MT  0.99967064   -0 26 21.4
 CZ2278
 CZ2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2278!SPC AZ C     -   0.99993924  x   0.99990125  =   0.99984050
 CZ2278!UTM  12      -   0.99993924  x   0.99967064  =   0.99960990
 CZ2278
 CZ2278:                Primary Azimuth Mark                     Grid Az
 CZ2278:SPC AZ C     -  AC 43X                                   054 55 46.2
 CZ2278:UTM  12      -  AC 43X                                   055 25 37.7
 CZ2278
 CZ2278|---------------------------------------------------------------------|
 CZ2278| PID    Reference Object                     Distance      Geod. Az  |
 CZ2278|                                                           dddmmss.s |
 CZ2278| CZ2272 AC 43X                              APPROX. 4.2 KM 0545916.3 |
 CZ2278| CH4664 AA 44 RM E                            8.836 METERS 08901     |
 CZ2278| CH4665 AA 44 RM S                            8.843 METERS 17859     |
 CZ2278|---------------------------------------------------------------------|
 CZ2278
 CZ2278                          SUPERSEDED SURVEY CONTROL
 CZ2278
 CZ2278  NAD 83(1986)-  32 52 44.40807(N)    111 48 32.98870(W) AD(       ) 1
 CZ2278  NAD 27      -  32 52 44.21441(N)    111 48 30.51449(W) AD(       ) 1
 CZ2278  NGVD 29 (07/19/86)  416.59   (m)         1366.8    (f) LEVELING    3  
 CZ2278
 CZ2278.Superseded values are not recommended for survey control.
 CZ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2278.See file dsdata.txt to determine how the superseded data were derived.
 CZ2278
 CZ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2430738164(NAD 83)
 CZ2278_MARKER: DD = SURVEY DISK
 CZ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2278
 CZ2278  HISTORY     - Date     Condition        Report By
 CZ2278  HISTORY     - 1967     MONUMENTED       DMA
 CZ2278
 CZ2278                          STATION DESCRIPTION
 CZ2278
 CZ2278'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2278'T-6-S.  R-5-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2278'
 CZ2278'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2278'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2278'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2278'MARK IS STAMPED--AA 44 1967 ARMY MAP SERVICE.
 CZ2278'
 CZ2278'THE STATION MARK IS LOCATED 100 FEET SOUTH OF THE EAST-WEST
 CZ2278'POWER LINE.  96 FEET SOUTH OF THE MAIN EAST-WEST FENCE.  144
 CZ2278'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  91 FEET
 CZ2278'WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  49 FEET WEST OF THE
 CZ2278'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2278'
 CZ2278'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2278'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2278'(ETHINGTON ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2322 ***********************************************************************
 CZ2322  DESIGNATION -  AA 45
 CZ2322  PID         -  CZ2322
 CZ2322  STATE/COUNTY-  AZ/PINAL
 CZ2322  USGS QUAD   -  CHUICHU (1992)
 CZ2322
 CZ2322                         *CURRENT SURVEY CONTROL
 CZ2322  ___________________________________________________________________
 CZ2322* NAD 83(1992)-  32 51 50.71833(N)    111 48 30.74521(W)     ADJUSTED  
 CZ2322* NAVD 88     -       417.94   (+/-2cm)    1371.2    (feet)  VERTCON   
 CZ2322  ___________________________________________________________________
 CZ2322  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CZ2322  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2322
 CZ2322  HORZ ORDER  -  FIRST
 CZ2322  VERT ORDER  -  THIRD ? (See Below)
 CZ2322
 CZ2322.The horizontal coordinates were established by classical geodetic methods
 CZ2322.and adjusted by the National Geodetic Survey in August 1993..
 CZ2322
 CZ2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2322.The vertical order pertains to the NGVD 29 superseded value.
 CZ2322
 CZ2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2322
 CZ2322.The geoid height was determined by GEOID03.
 CZ2322
 CZ2322;                    North         East     Units Scale Factor Converg.
 CZ2322;SPC AZ C     -   206,685.196   223,479.208   MT  0.99990126   +0 03 31.2
 CZ2322;SPC AZ C     -   678,101.04    733,199.50   iFT  0.99990126   +0 03 31.2
 CZ2322;UTM  12      - 3,636,509.590   424,352.900   MT  0.99967056   -0 26 19.6
 CZ2322
 CZ2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2322!SPC AZ C     -   0.99993913  x   0.99990126  =   0.99984040
 CZ2322!UTM  12      -   0.99993913  x   0.99967056  =   0.99960971
 CZ2322
 CZ2322|---------------------------------------------------------------------|
 CZ2322| PID    Reference Object                     Distance      Geod. Az  |
 CZ2322|                                                           dddmmss.s |
 CZ2322| CH4666 AA 45 RM E                            8.831 METERS 08940     |
 CZ2322| CH4667 AA 45 RM S                            8.834 METERS 17939     |
 CZ2322| CZ2321 AA 46                               APPROX. 1.5 KM 1793933.9 |
 CZ2322|---------------------------------------------------------------------|
 CZ2322
 CZ2322                          SUPERSEDED SURVEY CONTROL
 CZ2322
 CZ2322  NAD 83(1986)-  32 51 50.71212(N)    111 48 30.74637(W) AD(       ) 1
 CZ2322  NAD 27      -  32 51 50.51684(N)    111 48 28.27353(W) AD(       ) 1
 CZ2322  NGVD 29 (07/19/86)  417.31   (m)         1369.1    (f) LEVELING    3  
 CZ2322
 CZ2322.Superseded values are not recommended for survey control.
 CZ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2322.See file dsdata.txt to determine how the superseded data were derived.
 CZ2322
 CZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2435336510(NAD 83)
 CZ2322_MARKER: DD = SURVEY DISK
 CZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2322
 CZ2322  HISTORY     - Date     Condition        Report By
 CZ2322  HISTORY     - 1967     MONUMENTED       DMA
 CZ2322
 CZ2322                          STATION DESCRIPTION
 CZ2322
 CZ2322'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2322'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE NORTHWEST CORNER.
 CZ2322'
 CZ2322'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2322'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2322'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2322'IS STAMPED--AA 45 1967 ARMY MAP SERVICE.
 CZ2322'
 CZ2322'THE STATION MARK IS LOCATED 236 FEET SOUTH OF THE CENTERLINE OF
 CZ2322'EAST-WEST ROAD.  211 FEET SOUTH OF THE EAST-WEST POWERLINE.  95
 CZ2322'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  65 FEET EAST
 CZ2322'OF THE NORTH-SOUTH POWERLINE.
 CZ2322'
 CZ2322'TO REACH FROM THE JUNCTION OF STATE ROUTE 84 AND 93 IN CASA
 CZ2322'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2322'(ETHINGTON ROAD).  TURN LEFT AND GO SOUTH ON ETHINGTON ROAD FOR 1.0
 CZ2322'MILE TO A CROSSROAD (PETERS ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2321 ***********************************************************************
 CZ2321  DESIGNATION -  AA 46
 CZ2321  PID         -  CZ2321
 CZ2321  STATE/COUNTY-  AZ/PINAL
 CZ2321  USGS QUAD   -  CHUICHU (1992)
 CZ2321
 CZ2321                         *CURRENT SURVEY CONTROL
 CZ2321  ___________________________________________________________________
 CZ2321* NAD 83(1992)-  32 51 01.94779(N)    111 48 30.40176(W)     ADJUSTED  
 CZ2321* NAVD 88     -       420.52   (+/-2cm)    1379.7    (feet)  VERTCON   
 CZ2321  ___________________________________________________________________
 CZ2321  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2321  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2321
 CZ2321  HORZ ORDER  -  FIRST
 CZ2321  VERT ORDER  -  THIRD ? (See Below)
 CZ2321
 CZ2321.The horizontal coordinates were established by classical geodetic methods
 CZ2321.and adjusted by the National Geodetic Survey in August 1993..
 CZ2321
 CZ2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2321.The vertical order pertains to the NGVD 29 superseded value.
 CZ2321
 CZ2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2321
 CZ2321.The geoid height was determined by GEOID03.
 CZ2321
 CZ2321;                    North         East     Units Scale Factor Converg.
 CZ2321;SPC AZ C     -   205,182.924   223,489.676   MT  0.99990126   +0 03 31.3
 CZ2321;SPC AZ C     -   673,172.32    733,233.85   iFT  0.99990126   +0 03 31.3
 CZ2321;UTM  12      - 3,635,007.631   424,350.328   MT  0.99967056   -0 26 18.8
 CZ2321
 CZ2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2321!SPC AZ C     -   0.99993873  x   0.99990126  =   0.99984000
 CZ2321!UTM  12      -   0.99993873  x   0.99967056  =   0.99960931
 CZ2321
 CZ2321:                Primary Azimuth Mark                     Grid Az
 CZ2321:SPC AZ C     -  AC 43X                                   031 15 08.0
 CZ2321:UTM  12      -  AC 43X                                   031 44 58.1
 CZ2321
 CZ2321|---------------------------------------------------------------------|
 CZ2321| PID    Reference Object                     Distance      Geod. Az  |
 CZ2321|                                                           dddmmss.s |
 CZ2321| CZ2272 AC 43X                              APPROX. 6.5 KM 0311839.3 |
 CZ2321| CH4668 AA 46 RM E                            8.834 METERS 08917     |
 CZ2321| CH4669 AA 46 RM S                            8.836 METERS 17921     |
 CZ2321|---------------------------------------------------------------------|
 CZ2321
 CZ2321                          SUPERSEDED SURVEY CONTROL
 CZ2321
 CZ2321  NAD 83(1986)-  32 51 01.94158(N)    111 48 30.40281(W) AD(       ) 1
 CZ2321  NAD 27      -  32 51 01.74488(N)    111 48 27.93120(W) AD(       ) 1
 CZ2321  NGVD 29 (07/19/86)  419.90   (m)         1377.6    (f) LEVELING    3  
 CZ2321
 CZ2321.Superseded values are not recommended for survey control.
 CZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2321.See file dsdata.txt to determine how the superseded data were derived.
 CZ2321
 CZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2435035008(NAD 83)
 CZ2321_MARKER: DD = SURVEY DISK
 CZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2321
 CZ2321  HISTORY     - Date     Condition        Report By
 CZ2321  HISTORY     - 1967     MONUMENTED       DMA
 CZ2321
 CZ2321                          STATION DESCRIPTION
 CZ2321
 CZ2321'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2321'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE SOUTHWEST CORNER.
 CZ2321'
 CZ2321'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2321'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2321'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2321'IS STAMPED--AA 46 1967 ARMY MAP SERVICE.
 CZ2321'
 CZ2321'THE STATION MARK IS LOCATED 112 FEET NORTH OF THE CENTERLINE OF
 CZ2321'THE EAST-WEST IRRIGATION DITCH.  106 FEET EAST OF THE ASSUMED
 CZ2321'NORTH-SOUTH SECTION LINE.
 CZ2321'
 CZ2321'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2321'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2321'(ETHINGTON ROAD).  TURN LEFT AND GO SOUTH ON ETHINGTON ROAD FOR
 CZ2321'2.0 MILES TO A DITCH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2326 ***********************************************************************
 CZ2326  DESIGNATION -  AA 47
 CZ2326  PID         -  CZ2326
 CZ2326  STATE/COUNTY-  AZ/PINAL
 CZ2326  USGS QUAD   -  CHUICHU (1992)
 CZ2326
 CZ2326                         *CURRENT SURVEY CONTROL
 CZ2326  ___________________________________________________________________
 CZ2326* NAD 83(1992)-  32 50 07.70004(N)    111 48 32.96250(W)     ADJUSTED  
 CZ2326* NAVD 88     -       423.80   (+/-2cm)    1390.4    (feet)  VERTCON   
 CZ2326  ___________________________________________________________________
 CZ2326  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CZ2326  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2326
 CZ2326  HORZ ORDER  -  FIRST
 CZ2326  VERT ORDER  -  THIRD ? (See Below)
 CZ2326
 CZ2326.The horizontal coordinates were established by classical geodetic methods
 CZ2326.and adjusted by the National Geodetic Survey in August 1993..
 CZ2326
 CZ2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2326.The vertical order pertains to the NGVD 29 superseded value.
 CZ2326
 CZ2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2326
 CZ2326.The geoid height was determined by GEOID03.
 CZ2326
 CZ2326;                    North         East     Units Scale Factor Converg.
 CZ2326;SPC AZ C     -   203,511.865   223,424.796   MT  0.99990125   +0 03 29.9
 CZ2326;SPC AZ C     -   667,689.85    733,020.98   iFT  0.99990125   +0 03 29.9
 CZ2326;UTM  12      - 3,633,337.583   424,270.969   MT  0.99967071   -0 26 19.6
 CZ2326
 CZ2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2326!SPC AZ C     -   0.99993822  x   0.99990125  =   0.99983947
 CZ2326!UTM  12      -   0.99993822  x   0.99967071  =   0.99960895
 CZ2326
 CZ2326|---------------------------------------------------------------------|
 CZ2326| PID    Reference Object                     Distance      Geod. Az  |
 CZ2326|                                                           dddmmss.s |
 CZ2326| CH4670 AA 47 RM E                            8.826 METERS 08911     |
 CZ2326| CZ2047 CASA GRANDE 2                       APPROX. 9.2 KM 1005138.0 |
 CZ2326| CH4671 AA 47 RM S                            8.832 METERS 17858     |
 CZ2326|---------------------------------------------------------------------|
 CZ2326
 CZ2326                          SUPERSEDED SURVEY CONTROL
 CZ2326
 CZ2326  NAD 83(1986)-  32 50 07.69382(N)    111 48 32.96343(W) AD(       ) 1
 CZ2326  NAD 27      -  32 50 07.49552(N)    111 48 30.49315(W) AD(       ) 1
 CZ2326  NGVD 29 (07/19/86)  423.18   (m)         1388.4    (f) LEVELING    3  
 CZ2326
 CZ2326.Superseded values are not recommended for survey control.
 CZ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2326.See file dsdata.txt to determine how the superseded data were derived.
 CZ2326
 CZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2427133338(NAD 83)
 CZ2326_MARKER: DD = SURVEY DISK
 CZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2326
 CZ2326  HISTORY     - Date     Condition        Report By
 CZ2326  HISTORY     - 1966     MONUMENTED       DMA
 CZ2326
 CZ2326                          STATION DESCRIPTION
 CZ2326
 CZ2326'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2326'T-7-S.  R-5-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2326'
 CZ2326'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2326'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2326'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2326'IS STAMPED--AA 47 1966 ARMY MAP SERVICE.
 CZ2326'
 CZ2326'THE STATION MARK IS LOCATED 94 FEET WEST OF NORTH-SOUTH
 CZ2326'FENCE.  70 FEET SOUTH OF THE EAST-WEST FENCE.  92 FEET SOUTH OF
 CZ2326'THE CENTERLINE OF EAST-WEST ROAD.  112 FEET WEST OF THE CENTERLINE
 CZ2326'OF NORTH-SOUTH ROAD.  53 FEET WEST OF SMALL NORTH-SOUTH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2327 ***********************************************************************
 CZ2327  DESIGNATION -  AA 48
 CZ2327  PID         -  CZ2327
 CZ2327  STATE/COUNTY-  AZ/PINAL
 CZ2327  USGS QUAD   -  CHUICHU (1992)
 CZ2327
 CZ2327                         *CURRENT SURVEY CONTROL
 CZ2327  ___________________________________________________________________
 CZ2327* NAD 83(1992)-  32 49 15.60034(N)    111 48 33.66737(W)     ADJUSTED  
 CZ2327* NAVD 88     -       427.57   (+/-2cm)    1402.8    (feet)  VERTCON   
 CZ2327  ___________________________________________________________________
 CZ2327  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ2327  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2327
 CZ2327  HORZ ORDER  -  FIRST
 CZ2327  VERT ORDER  -  THIRD ? (See Below)
 CZ2327
 CZ2327.The horizontal coordinates were established by classical geodetic methods
 CZ2327.and adjusted by the National Geodetic Survey in August 1993..
 CZ2327
 CZ2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2327.The vertical order pertains to the NGVD 29 superseded value.
 CZ2327
 CZ2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2327
 CZ2327.The geoid height was determined by GEOID03.
 CZ2327
 CZ2327;                    North         East     Units Scale Factor Converg.
 CZ2327;SPC AZ C     -   201,907.025   223,408.096   MT  0.99990124   +0 03 29.4
 CZ2327;SPC AZ C     -   662,424.62    732,966.19   iFT  0.99990124   +0 03 29.4
 CZ2327;UTM  12      - 3,631,733.318   424,240.357   MT  0.99967077   -0 26 19.3
 CZ2327
 CZ2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2327!SPC AZ C     -   0.99993763  x   0.99990124  =   0.99983887
 CZ2327!UTM  12      -   0.99993763  x   0.99967077  =   0.99960842
 CZ2327
 CZ2327|---------------------------------------------------------------------|
 CZ2327| PID    Reference Object                     Distance      Geod. Az  |
 CZ2327|                                                           dddmmss.s |
 CZ2327| CH4672 AA 48 RM E                            8.832 METERS 08916     |
 CZ2327| CZ2047 CASA GRANDE 2                       APPROX. 9.0 KM 0904529.6 |
 CZ2327| CH4673 AA 48 RM S                            8.836 METERS 17910     |
 CZ2327|---------------------------------------------------------------------|
 CZ2327
 CZ2327                          SUPERSEDED SURVEY CONTROL
 CZ2327
 CZ2327  NAD 83(1986)-  32 49 15.59410(N)    111 48 33.66819(W) AD(       ) 1
 CZ2327  NAD 27      -  32 49 15.39436(N)    111 48 31.19922(W) AD(       ) 1
 CZ2327  NGVD 29 (07/19/86)  426.95   (m)         1400.8    (f) LEVELING    3  
 CZ2327
 CZ2327.Superseded values are not recommended for survey control.
 CZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2327.See file dsdata.txt to determine how the superseded data were derived.
 CZ2327
 CZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2424031733(NAD 83)
 CZ2327_MARKER: DD = SURVEY DISK
 CZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2327
 CZ2327  HISTORY     - Date     Condition        Report By
 CZ2327  HISTORY     - 1966     MONUMENTED       DMA
 CZ2327
 CZ2327                          STATION DESCRIPTION
 CZ2327
 CZ2327'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2327'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE NORTHEAST CORNER.
 CZ2327'
 CZ2327'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2327'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2327'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2327'IS STAMPED--AA 48 1966 ARMY MAP SERVICE.
 CZ2327'
 CZ2327'THE STATION MARK IS LOCATED 92 FEET SOUTH OF THE CENTERLINE OF
 CZ2327'EAST-WEST ROAD.  77 FEET SOUTH OF EAST-WEST FENCE.  86 FEET WEST OF
 CZ2327'THE TOP OF NORTH-SOUTH LEVEE.  137 FEET WEST OF NORTH-SOUTH
 CZ2327'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2328 ***********************************************************************
 CZ2328  DESIGNATION -  AA 49
 CZ2328  PID         -  CZ2328
 CZ2328  STATE/COUNTY-  AZ/PINAL
 CZ2328  USGS QUAD   -  CHUICHU (1992)
 CZ2328
 CZ2328                         *CURRENT SURVEY CONTROL
 CZ2328  ___________________________________________________________________
 CZ2328* NAD 83(1992)-  32 48 25.24899(N)    111 48 34.05768(W)     ADJUSTED  
 CZ2328* NAVD 88     -       429.97   (+/-2cm)    1410.7    (feet)  VERTCON   
 CZ2328  ___________________________________________________________________
 CZ2328  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ2328  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2328
 CZ2328  HORZ ORDER  -  FIRST
 CZ2328  VERT ORDER  -  THIRD ? (See Below)
 CZ2328
 CZ2328.The horizontal coordinates were established by classical geodetic methods
 CZ2328.and adjusted by the National Geodetic Survey in August 1993..
 CZ2328
 CZ2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2328.The vertical order pertains to the NGVD 29 superseded value.
 CZ2328
 CZ2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2328
 CZ2328.The geoid height was determined by GEOID03.
 CZ2328
 CZ2328;                    North         East     Units Scale Factor Converg.
 CZ2328;SPC AZ C     -   200,356.052   223,399.517   MT  0.99990124   +0 03 29.1
 CZ2328;SPC AZ C     -   657,336.13    732,938.05   iFT  0.99990124   +0 03 29.1
 CZ2328;UTM  12      - 3,630,182.835   424,218.336   MT  0.99967081   -0 26 18.9
 CZ2328
 CZ2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2328!SPC AZ C     -   0.99993725  x   0.99990124  =   0.99983850
 CZ2328!UTM  12      -   0.99993725  x   0.99967081  =   0.99960808
 CZ2328
 CZ2328:                Primary Azimuth Mark                     Grid Az
 CZ2328:SPC AZ C     -  AA 48                                    000 19 00.9
 CZ2328:UTM  12      -  AA 48                                    000 48 48.9
 CZ2328
 CZ2328|---------------------------------------------------------------------|
 CZ2328| PID    Reference Object                     Distance      Geod. Az  |
 CZ2328|                                                           dddmmss.s |
 CZ2328| CZ2327 AA 48                               APPROX. 1.6 KM 0002230.0 |
 CZ2328| CH4674 AA 49 RM E                            8.836 METERS 08901     |
 CZ2328| CH4675 AA 49 RM S                            8.842 METERS 17859     |
 CZ2328|---------------------------------------------------------------------|
 CZ2328
 CZ2328                          SUPERSEDED SURVEY CONTROL
 CZ2328
 CZ2328  NAD 83(1986)-  32 48 25.24275(N)    111 48 34.05837(W) AD(       ) 1
 CZ2328  NAD 27      -  32 48 25.04168(N)    111 48 31.59065(W) AD(       ) 1
 CZ2328  NGVD 29 (07/19/86)  429.35   (m)         1408.6    (f) LEVELING    3  
 CZ2328
 CZ2328.Superseded values are not recommended for survey control.
 CZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2328.See file dsdata.txt to determine how the superseded data were derived.
 CZ2328
 CZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2421830183(NAD 83)
 CZ2328_MARKER: DD = SURVEY DISK
 CZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2328
 CZ2328  HISTORY     - Date     Condition        Report By
 CZ2328  HISTORY     - 1966     MONUMENTED       DMA
 CZ2328
 CZ2328                          STATION DESCRIPTION
 CZ2328
 CZ2328'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2328'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE SOUTHEAST CORNER.
 CZ2328'
 CZ2328'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2328'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2328'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2328'IS STAMPED--AA 49 1966 ARMY MAP SERVICE.
 CZ2328'
 CZ2328'THE STATION MARK IS LOCATED 127 FEET NORTH OF EAST-WEST
 CZ2328'SECTION LINE.  231 FEET WEST-NORTHWEST OF SECTION CORNER.  94 FEET
 CZ2328'NORTH OF EAST-WEST POWERLINE.  33 FEET SOUTH OF EAST-WEST
 CZ2328'FENCE.  32 FEET NORTH OF EAST-WEST FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0224 ***********************************************************************
 FP0224  DESIGNATION -  AA 5
 FP0224  PID         -  FP0224
 FP0224  STATE/COUNTY-  AZ/APACHE
 FP0224  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0224
 FP0224                         *CURRENT SURVEY CONTROL
 FP0224  ___________________________________________________________________
 FP0224* NAD 83(1992)-  35 15 05.68974(N)    109 17 13.94443(W)     ADJUSTED  
 FP0224* NAVD 88     -      1827.529  (meters)    5995.82   (feet)  ADJUSTED  
 FP0224  ___________________________________________________________________
 FP0224  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 FP0224  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0224  DYNAMIC HT  -        1824.980 (meters)    5987.46  (feet)  COMP
 FP0224  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0224
 FP0224  HORZ ORDER  -  SECOND
 FP0224  VERT ORDER  -  FIRST     CLASS II
 FP0224
 FP0224.The horizontal coordinates were established by classical geodetic methods
 FP0224.and adjusted by the National Geodetic Survey in August 1993..
 FP0224
 FP0224.The orthometric height was determined by differential leveling
 FP0224.and adjusted by the National Geodetic Survey in June 1991..
 FP0224
 FP0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0224
 FP0224.The geoid height was determined by GEOID03.
 FP0224
 FP0224.The dynamic height is computed by dividing the NAVD 88
 FP0224.geopotential number by the normal gravity value computed on the
 FP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0224.degrees latitude (g = 980.6199 gals.).
 FP0224
 FP0224.The modeled gravity was interpolated from observed gravity values.
 FP0224
 FP0224;                    North         East     Units Scale Factor Converg.
 FP0224;SPC AZ E     -   471,837.010   293,390.836   MT  0.99997891   +0 30 27.4
 FP0224;SPC AZ E     - 1,548,021.69    962,568.36   iFT  0.99997891   +0 30 27.4
 FP0224;UTM  12      - 3,902,287.469   655,823.146   MT  0.99989924   +0 59 19.6
 FP0224
 FP0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0224!SPC AZ E     -   0.99971674  x   0.99997891  =   0.99969566
 FP0224!UTM  12      -   0.99971674  x   0.99989924  =   0.99961601
 FP0224
 FP0224|---------------------------------------------------------------------|
 FP0224| PID    Reference Object                     Distance      Geod. Az  |
 FP0224|                                                           dddmmss.s |
 FP0224| FP0225 AA 5 RM 1                             7.086 METERS 08131     |
 FP0224| FP0223 AA 5 RM 2                            19.876 METERS 17702     |
 FP0224| FP0585 S 11                                APPROX. 5.1 KM 2274611.1 |
 FP0224|---------------------------------------------------------------------|
 FP0224
 FP0224                          SUPERSEDED SURVEY CONTROL
 FP0224
 FP0224  NAD 83(1986)-  35 15 05.68651(N)    109 17 13.94546(W) AD(       ) 2
 FP0224  NAD 27      -  35 15 05.59570(N)    109 17 11.59710(W) AD(       ) 2
 FP0224  NGVD 29 (??/??/92) 1826.568  (m)         5992.67   (f) ADJ UNCH    1 2
 FP0224
 FP0224.Superseded values are not recommended for survey control.
 FP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0224.See file dsdata.txt to determine how the superseded data were derived.
 FP0224
 FP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5582302287(NAD 83)
 FP0224_MARKER: DB = BENCH MARK DISK
 FP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0224_MARK LOGO: CGS   
 FP0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0224
 FP0224  HISTORY     - Date     Condition        Report By
 FP0224  HISTORY     - 1959     MONUMENTED       CGS
 FP0224  HISTORY     - 1974     GOOD             USGS
 FP0224  HISTORY     - 1983     GOOD             NGS
 FP0224
 FP0224                          STATION DESCRIPTION
 FP0224
 FP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0224'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF SANDERS AND
 FP0224'ABOUT 0.2 MILE NORTHWEST OF MILE POST 365, NEAR THE SOUTH POINT
 FP0224'OF A RIDGE.
 FP0224'
 FP0224'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS GO NORTHEAST
 FP0224'ON U.S. HIGHWAY 66 FOR 3.1 MILES TO A SIDE ROAD LEFT AND A SIGN,
 FP0224'PINE SPRINGS 12 MINES.  TURN LEFT, NORTH, OFF THE HIGHWAY AND
 FP0224'DRIVE ALONG THE NORTH SIDE OF THE HIGHWAY AND THE SOUTH SIDE
 FP0224'OF A FENCE FOR 0.2 MILE TO A GATE.  GO THRU THE GATE AND GO
 FP0224'NORTHEAST 0.1 MILE TO THE CREST OF THE RIDGE AND STATION.
 FP0224'
 FP0224'THE STATION MARK, STAMPED AA 5 1959, IS A STANDARD TRAVERSE
 FP0224'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FP0224'POST THAT PROJECTS 4 INCHES.  IT IS 220 FEET NORTHWEST OF THE
 FP0224'RIGHT-OF-WAY FENCE AND 55 FEET EAST OF A POWER POLE AND 9 FEET
 FP0224'SOUTHWEST OF THE WITNESS POST.
 FP0224'
 FP0224'REFERENCE MARK 1, STAMPED AA 5 NO 1 1959, IS A STANDARD DISK
 FP0224'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1 FOOT WEST OF A
 FP0224'CAIRN AND 1 FOOT BELOW STATION ELEVATION.
 FP0224'
 FP0224'REFERENCE MARK 2, STAMPED AA 5 NO 2 1959, IS A STANDARD
 FP0224'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 1 FOOT
 FP0224'NORTH OF A CAIRN AND 1 FOOT BELOW STATION ELEVATION.
 FP0224'
 FP0224'TRIANGULATION STATION AHD S 11 WILL SERVE AS AN AZIMUTH MARK.
 FP0224'SEE DESCRIPTION THEREOF.
 FP0224
 FP0224                          STATION RECOVERY (1974)
 FP0224
 FP0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0224'3.1 MI E FROM SANDERS.
 FP0224'FROM A POINT ON THE FRONTAGE ROAD AT THE INTERCHANGE OF THE NORTH SIDE
 FP0224'OF THE FREEWAY OPPOSITE THE CEDAR POINT TRADING POST PROCEED EAST FOR
 FP0224'1.5 MILE TO TRACK ROAD INTERSECTION.  TURN RIGHT ON THE TRACK ROAD AND
 FP0224'GO .05 MILES TO A FORK.  TAKE THE LEFT FORK AND TRAVEL 0.5 MILES TO
 FP0224'THE END OF TRUCK TRAVEL AND THE STATION.  NOTE-- FROM THE POST OFFICE
 FP0224'AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR 3.1 MILES TO A SIDE
 FP0224'ROAD LEFT AND A SIGN.
 FP0224
 FP0224                          STATION RECOVERY (1983)
 FP0224
 FP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0224'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0224'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0224'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0224'SOUTHWEST OF THE QUERINO ROAD OVERPASS, 0.2 KM (0.1 MI) NORTHEAST OF
 FP0224'MILEPOST 343, 60.7 METERS (199.1 FT) NORTHWEST OF THE CENTERLINE OF
 FP0224'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 33.0 METERS (108.3 FT)
 FP0224'NORTHWEST OF A FENCE, 19.9 METERS (65.3 FT) NORTH OF REFERENCE MARK 2
 FP0224'AND 7.1 METERS (23.3 FT) WEST OF REFERENCE MARK 1.
 FP0224'THE MARK IS 2.7 METERS  SW FROM A WITNESS POST.
 FP0224'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0225 ***********************************************************************
 FP0225  DESIGNATION -  AA 5 RM 1
 FP0225  PID         -  FP0225
 FP0225  STATE/COUNTY-  AZ/APACHE
 FP0225  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0225
 FP0225                         *CURRENT SURVEY CONTROL
 FP0225  ___________________________________________________________________
 FP0225* NAD 83(1986)-  35 15 05.     (N)    109 17 13.     (W)     SCALED    
 FP0225* NAVD 88     -      1826.736  (meters)    5993.22   (feet)  ADJUSTED  
 FP0225  ___________________________________________________________________
 FP0225  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0225  DYNAMIC HT  -        1824.187 (meters)    5984.85  (feet)  COMP
 FP0225  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0225
 FP0225  VERT ORDER  -  SECOND    CLASS 0
 FP0225
 FP0225.The horizontal coordinates were scaled from a topographic map and have
 FP0225.an estimated accuracy of +/- 6 seconds.
 FP0225
 FP0225.The orthometric height was determined by differential leveling
 FP0225.and adjusted by the National Geodetic Survey in June 1991..
 FP0225
 FP0225.The geoid height was determined by GEOID03.
 FP0225
 FP0225.The dynamic height is computed by dividing the NAVD 88
 FP0225.geopotential number by the normal gravity value computed on the
 FP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0225.degrees latitude (g = 980.6199 gals.).
 FP0225
 FP0225.The modeled gravity was interpolated from observed gravity values.
 FP0225
 FP0225;                    North         East    Units  Estimated Accuracy
 FP0225;SPC AZ E     -   471,820.      293,420.      MT  (+/- 180 meters Scaled)
 FP0225
 FP0225                          SUPERSEDED SURVEY CONTROL
 FP0225
 FP0225  NGVD 29 (??/??/92) 1825.78   (m)         5990.1    (f) COMPUTED    2 0
 FP0225
 FP0225.Superseded values are not recommended for survey control.
 FP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0225.See file dsdata.txt to determine how the superseded data were derived.
 FP0225
 FP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE558022(NAD 83)
 FP0225_MARKER: DR = REFERENCE MARK DISK
 FP0225_SETTING: 66 = SET IN ROCK OUTCROP
 FP0225_SP_SET: BEDROCK
 FP0225_STAMPING: AA 5 NO 1 1959
 FP0225_MARK LOGO: CGS   
 FP0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0225+STABILITY: POSITION/ELEVATION WELL
 FP0225
 FP0225  HISTORY     - Date     Condition        Report By
 FP0225  HISTORY     - 1959     MONUMENTED       CGS
 FP0225  HISTORY     - 1974     GOOD             USGS
 FP0225  HISTORY     - 1983     GOOD             NGS
 FP0225
 FP0225                          STATION DESCRIPTION
 FP0225
 FP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0225'3.4 MI NE FROM SANDERS.
 FP0225'FROM THE POST OFFICE AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 FP0225'3.1 MILES TO A SIDE ROAD LEFT AND A SIGN, PINE SPRINGS 12 MILES. TURN
 FP0225'LEFT, NORTH OFF THE HIGHWAY AND DRIVE ALONG THE NORTH SIDE OF THE
 FP0225'HIGHWAY AND SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A GATE.  GO THRU
 FP0225'GATE AND GO NORTHEAST 0.1 MILE TO THE CREST OF THE RIDGE AND STATION 1
 FP0225'FOOT NORTH OF A CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FP0225'BEDROCK.
 FP0225
 FP0225                          STATION RECOVERY (1974)
 FP0225
 FP0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0225'RECOVERED IN GOOD CONDITION.
 FP0225
 FP0225                          STATION RECOVERY (1983)
 FP0225
 FP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0225'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0225'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0225'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0225'SOUTHWEST OF A HIGHWAY OVERPASS, IN THE CENTER OF THE NORTHWESTERN 1/2
 FP0225'OF A 5 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 56.1 METERS (184.1
 FP0225'FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0225'HIGHWAY, 28.4 METERS (93.2 FT) NORTHWEST OF A FENCE AND 7.1 METERS
 FP0225'(23.3 FT) EAST OF THE STATION MARK.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0225'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0223 ***********************************************************************
 FP0223  DESIGNATION -  AA 5 RM 2
 FP0223  PID         -  FP0223
 FP0223  STATE/COUNTY-  AZ/APACHE
 FP0223  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0223
 FP0223                         *CURRENT SURVEY CONTROL
 FP0223  ___________________________________________________________________
 FP0223* NAD 83(1986)-  35 15 05.     (N)    109 17 15.     (W)     SCALED    
 FP0223* NAVD 88     -      1826.241  (meters)    5991.59   (feet)  ADJUSTED  
 FP0223  ___________________________________________________________________
 FP0223  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0223  DYNAMIC HT  -        1823.693 (meters)    5983.23  (feet)  COMP
 FP0223  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0223
 FP0223  VERT ORDER  -  SECOND    CLASS 0
 FP0223
 FP0223.The horizontal coordinates were scaled from a topographic map and have
 FP0223.an estimated accuracy of +/- 6 seconds.
 FP0223
 FP0223.The orthometric height was determined by differential leveling
 FP0223.and adjusted by the National Geodetic Survey in June 1991..
 FP0223
 FP0223.The geoid height was determined by GEOID03.
 FP0223
 FP0223.The dynamic height is computed by dividing the NAVD 88
 FP0223.geopotential number by the normal gravity value computed on the
 FP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0223.degrees latitude (g = 980.6199 gals.).
 FP0223
 FP0223.The modeled gravity was interpolated from observed gravity values.
 FP0223
 FP0223;                    North         East    Units  Estimated Accuracy
 FP0223;SPC AZ E     -   471,820.      293,360.      MT  (+/- 180 meters Scaled)
 FP0223
 FP0223                          SUPERSEDED SURVEY CONTROL
 FP0223
 FP0223  NGVD 29 (??/??/92) 1825.280  (m)         5988.44   (f) ADJ UNCH    2 0
 FP0223
 FP0223.Superseded values are not recommended for survey control.
 FP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0223.See file dsdata.txt to determine how the superseded data were derived.
 FP0223
 FP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE557022(NAD 83)
 FP0223_MARKER: DR = REFERENCE MARK DISK
 FP0223_SETTING: 80 = SET IN A BOULDER
 FP0223_SP_SET: BOULDER
 FP0223_STAMPING: AA 5 NO 2 1959
 FP0223_MARK LOGO: CGS   
 FP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0223+STABILITY: SURFACE MOTION
 FP0223
 FP0223  HISTORY     - Date     Condition        Report By
 FP0223  HISTORY     - 1959     MONUMENTED       CGS
 FP0223  HISTORY     - 1974     GOOD             USGS
 FP0223  HISTORY     - 1983     GOOD             NGS
 FP0223
 FP0223                          STATION DESCRIPTION
 FP0223
 FP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0223'3.4 MI NE FROM SANDERS.
 FP0223'FROM THE POST OFFICE AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 FP0223'3.1 MILES TO A SIDE ROAD LEFT AND A SIGN, PINE SPRINGS 12 MILES. TURN
 FP0223'LEFT, NORTH OFF THE HIGHWAY AND DRIVE ALONG THE NORTH SIDE OF THE
 FP0223'HIGHWAY AND SOUTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.2 MILE TO A
 FP0223'GATE.  GO THRU GATE AND GO NORTHEAST 0.1 MILE TO THE CREST OF THE
 FP0223'RIDGE AND STATION 1 FOOT NORTH OF A CAIRN.  THE DISK IS CEMENTED IN A
 FP0223'DRILL HOLE IN A BOULDER.
 FP0223
 FP0223                          STATION RECOVERY (1974)
 FP0223
 FP0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0223'RECOVERED IN GOOD CONDITION.
 FP0223
 FP0223                          STATION RECOVERY (1983)
 FP0223
 FP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0223'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0223'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0223'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0223'SOUTHWEST OF A HIGHWAY OVERPASS, IN THE CENTER OF A 3 BY 3 FT EXPOSED
 FP0223'AREA OF OUTCROPPING BEDROCK, 51.5 METERS (169.0 FT) NORTHWEST OF THE
 FP0223'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 19.9 METERS
 FP0223'(65.3 FT) SOUTH OF THE STATION MARK AND 14.7 METERS (48.2 FT)
 FP0223'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0223'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2323 ***********************************************************************
 CZ2323  DESIGNATION -  AA 50
 CZ2323  PID         -  CZ2323
 CZ2323  STATE/COUNTY-  AZ/PINAL
 CZ2323  USGS QUAD   -  CHUICHU (1992)
 CZ2323
 CZ2323                         *CURRENT SURVEY CONTROL
 CZ2323  ___________________________________________________________________
 CZ2323* NAD 83(1992)-  32 47 30.31014(N)    111 48 32.66757(W)     ADJUSTED  
 CZ2323* NAVD 88     -       432.47   (+/-2cm)    1418.9    (feet)  VERTCON   
 CZ2323  ___________________________________________________________________
 CZ2323  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CZ2323  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2323
 CZ2323  HORZ ORDER  -  FIRST
 CZ2323  VERT ORDER  -  THIRD ? (See Below)
 CZ2323
 CZ2323.The horizontal coordinates were established by classical geodetic methods
 CZ2323.and adjusted by the National Geodetic Survey in August 1993..
 CZ2323
 CZ2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2323.The vertical order pertains to the NGVD 29 superseded value.
 CZ2323
 CZ2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2323
 CZ2323.The geoid height was determined by GEOID03.
 CZ2323
 CZ2323;                    North         East     Units Scale Factor Converg.
 CZ2323;SPC AZ C     -   198,663.821   223,437.399   MT  0.99990125   +0 03 29.8
 CZ2323;SPC AZ C     -   651,784.19    733,062.33   iFT  0.99990125   +0 03 29.8
 CZ2323;UTM  12      - 3,628,490.729   424,241.545   MT  0.99967077   -0 26 17.5
 CZ2323
 CZ2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2323!SPC AZ C     -   0.99993686  x   0.99990125  =   0.99983812
 CZ2323!UTM  12      -   0.99993686  x   0.99967077  =   0.99960765
 CZ2323
 CZ2323|---------------------------------------------------------------------|
 CZ2323| PID    Reference Object                     Distance      Geod. Az  |
 CZ2323|                                                           dddmmss.s |
 CZ2323| CH4676 AA 50 RM E                            8.839 METERS 08833     |
 CZ2323| CZ2286 CHUI                                APPROX. 4.1 KM 1483210.4 |
 CZ2323| CH4677 AA 50 RM S                            8.835 METERS 17836     |
 CZ2323|---------------------------------------------------------------------|
 CZ2323
 CZ2323                          SUPERSEDED SURVEY CONTROL
 CZ2323
 CZ2323  NAD 83(1986)-  32 47 30.30390(N)    111 48 32.66813(W) AD(       ) 1
 CZ2323  NAD 27      -  32 47 30.10136(N)    111 48 30.20176(W) AD(       ) 1
 CZ2323  NGVD 29 (07/19/86)  431.86   (m)         1416.9    (f) LEVELING    3  
 CZ2323
 CZ2323.Superseded values are not recommended for survey control.
 CZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2323.See file dsdata.txt to determine how the superseded data were derived.
 CZ2323
 CZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2424228491(NAD 83)
 CZ2323_MARKER: DD = SURVEY DISK
 CZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2323
 CZ2323  HISTORY     - Date     Condition        Report By
 CZ2323  HISTORY     - 1966     MONUMENTED       DMA
 CZ2323
 CZ2323                          STATION DESCRIPTION
 CZ2323
 CZ2323'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2323'T-7-S.  R-5-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2323'
 CZ2323'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2323'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2323'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2323'MARK IS STAMPED AA 50 1966 ARMY MAP SERVICE.
 CZ2323'
 CZ2323'THE STATION IS LOCATED 137 FEET SOUTH OF THE EAST-WEST INDIAN
 CZ2323'RESERVATION FENCE.  73 FEET SOUTH OF THE EAST-WEST ROAD.  70
 CZ2323'FEET WEST OF THE EXTENDED CENTERLINE OF ROAD NORTH.
 CZ2323'
 CZ2323'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2323'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD.  TURN
 CZ2323'LEFT AND GO SOUTH FOR 6.0 MILES TO A ROAD WEST.  TURN RIGHT AND
 CZ2323'GO WEST FOR 2.0 MILES TO A NORTH-SOUTH ROAD.  TURN LEFT AND GO
 CZ2323'SOUTH FOR 175 FEET AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2325 ***********************************************************************
 CZ2325  DESIGNATION -  AA 51
 CZ2325  PID         -  CZ2325
 CZ2325  STATE/COUNTY-  AZ/PINAL
 CZ2325  USGS QUAD   -  CHUICHU (1992)
 CZ2325
 CZ2325                         *CURRENT SURVEY CONTROL
 CZ2325  ___________________________________________________________________
 CZ2325* NAD 83(1992)-  32 46 38.43366(N)    111 48 32.85502(W)     ADJUSTED  
 CZ2325* NAVD 88     -       434.84   (+/-2cm)    1426.6    (feet)  VERTCON   
 CZ2325  ___________________________________________________________________
 CZ2325  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2325  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2325
 CZ2325  HORZ ORDER  -  FIRST
 CZ2325  VERT ORDER  -  THIRD ? (See Below)
 CZ2325
 CZ2325.The horizontal coordinates were established by classical geodetic methods
 CZ2325.and adjusted by the National Geodetic Survey in August 1993..
 CZ2325
 CZ2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2325.The vertical order pertains to the NGVD 29 superseded value.
 CZ2325
 CZ2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2325
 CZ2325.The geoid height was determined by GEOID03.
 CZ2325
 CZ2325;                    North         East     Units Scale Factor Converg.
 CZ2325;SPC AZ C     -   197,065.882   223,434.146   MT  0.99990125   +0 03 29.6
 CZ2325;SPC AZ C     -   646,541.61    733,051.66   iFT  0.99990125   +0 03 29.6
 CZ2325;UTM  12      - 3,626,893.247   424,224.453   MT  0.99967080   -0 26 17.0
 CZ2325
 CZ2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2325!SPC AZ C     -   0.99993649  x   0.99990125  =   0.99983774
 CZ2325!UTM  12      -   0.99993649  x   0.99967080  =   0.99960731
 CZ2325
 CZ2325|---------------------------------------------------------------------|
 CZ2325| PID    Reference Object                     Distance      Geod. Az  |
 CZ2325|                                                           dddmmss.s |
 CZ2325| CH4678 AA 51 RM E                            8.835 METERS 08657     |
 CZ2325| CZ2286 CHUI                                APPROX. 2.9 KM 1313251.8 |
 CZ2325| CH4679 AA 51 RM S                            8.832 METERS 17700     |
 CZ2325|---------------------------------------------------------------------|
 CZ2325
 CZ2325                          SUPERSEDED SURVEY CONTROL
 CZ2325
 CZ2325  NAD 83(1986)-  32 46 38.42741(N)    111 48 32.85546(W) AD(       ) 1
 CZ2325  NAD 27      -  32 46 38.22364(N)    111 48 30.39024(W) AD(       ) 1
 CZ2325  NGVD 29 (07/19/86)  434.23   (m)         1424.6    (f) LEVELING    3  
 CZ2325
 CZ2325.Superseded values are not recommended for survey control.
 CZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2325.See file dsdata.txt to determine how the superseded data were derived.
 CZ2325
 CZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2422426893(NAD 83)
 CZ2325_MARKER: DD = SURVEY DISK
 CZ2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2325
 CZ2325  HISTORY     - Date     Condition        Report By
 CZ2325  HISTORY     - 1966     MONUMENTED       DMA
 CZ2325
 CZ2325                          STATION DESCRIPTION
 CZ2325
 CZ2325'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2325'T-7-S.  R-5-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2325'
 CZ2325'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2325'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2325'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2325'MARK IS STAMPED--AA 51 1966 ARMY MAP SERVICE.
 CZ2325'
 CZ2325'THE MARK IS LOCATED IN A WASH 100 FEET SOUTHWEST OF SECTION
 CZ2325'CORNER.
 CZ2325'
 CZ2325'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2325'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2325'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2325'AND GO NORTHWEST FOR 1.0 MILE TO A Y ROAD.  TAKE Y ROAD TO THE
 CZ2325'RIGHT AND GO NORTHWEST FOR 1.8 MILES.  FROM THIS POINT GO
 CZ2325'NORTH-NORTHEAST CROSS COUNTRY FOR 0.25 MILE TO WEST END OF WSW-ENE
 CZ2325'LEVEE.  FROM HERE GO ENE ALONG NORTH EDGE OF LEVEE FOR 0.3
 CZ2325'MILE.  THENCE NORTHWEST FOR 325 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2324 ***********************************************************************
 CZ2324  DESIGNATION -  AA 52
 CZ2324  PID         -  CZ2324
 CZ2324  STATE/COUNTY-  AZ/PINAL
 CZ2324  USGS QUAD   -  CHUICHU (1992)
 CZ2324
 CZ2324                         *CURRENT SURVEY CONTROL
 CZ2324  ___________________________________________________________________
 CZ2324* NAD 83(1992)-  32 45 45.82272(N)    111 48 32.79956(W)     ADJUSTED  
 CZ2324* NAVD 88     -       439.01   (+/-2cm)    1440.3    (feet)  VERTCON   
 CZ2324  ___________________________________________________________________
 CZ2324  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CZ2324  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2324
 CZ2324  HORZ ORDER  -  FIRST
 CZ2324  VERT ORDER  -  THIRD ? (See Below)
 CZ2324
 CZ2324.The horizontal coordinates were established by classical geodetic methods
 CZ2324.and adjusted by the National Geodetic Survey in August 1993..
 CZ2324
 CZ2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2324.The vertical order pertains to the NGVD 29 superseded value.
 CZ2324
 CZ2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2324
 CZ2324.The geoid height was determined by GEOID03.
 CZ2324
 CZ2324;                    North         East     Units Scale Factor Converg.
 CZ2324;SPC AZ C     -   195,445.329   223,437.236   MT  0.99990125   +0 03 29.5
 CZ2324;SPC AZ C     -   641,224.83    733,061.80   iFT  0.99990125   +0 03 29.5
 CZ2324;UTM  12      - 3,625,273.102   424,213.511   MT  0.99967082   -0 26 16.4
 CZ2324
 CZ2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2324!SPC AZ C     -   0.99993584  x   0.99990125  =   0.99983709
 CZ2324!UTM  12      -   0.99993584  x   0.99967082  =   0.99960668
 CZ2324
 CZ2324:                Primary Azimuth Mark                     Grid Az
 CZ2324:SPC AZ C     -  CASA GRANDE 2                            054 42 48.7
 CZ2324:UTM  12      -  CASA GRANDE 2                            055 12 34.6
 CZ2324
 CZ2324|---------------------------------------------------------------------|
 CZ2324| PID    Reference Object                     Distance      Geod. Az  |
 CZ2324|                                                           dddmmss.s |
 CZ2324| CZ2047 CASA GRANDE 2                       APPROX.11.0 KM 0544618.2 |
 CZ2324| CH4680 AA 52 RM E                            8.841 METERS 08801     |
 CZ2324| CH4681 AA 52 RM S                            8.838 METERS 17756     |
 CZ2324|---------------------------------------------------------------------|
 CZ2324
 CZ2324                          SUPERSEDED SURVEY CONTROL
 CZ2324
 CZ2324  NAD 83(1986)-  32 45 45.81646(N)    111 48 32.79987(W) AD(       ) 1
 CZ2324  NAD 27      -  32 45 45.61121(N)    111 48 30.33591(W) AD(       ) 1
 CZ2324  NGVD 29 (07/19/86)  438.40   (m)         1438.3    (f) LEVELING    3  
 CZ2324
 CZ2324.Superseded values are not recommended for survey control.
 CZ2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2324.See file dsdata.txt to determine how the superseded data were derived.
 CZ2324
 CZ2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2421425273(NAD 83)
 CZ2324_MARKER: DD = SURVEY DISK
 CZ2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2324
 CZ2324  HISTORY     - Date     Condition        Report By
 CZ2324  HISTORY     - 1966     MONUMENTED       DMA
 CZ2324
 CZ2324                          STATION DESCRIPTION
 CZ2324
 CZ2324'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2324'T-8-S.  R-5-E.  IN SECTION 2 (UNSURVEYED) NEAR THE NORTHWEST
 CZ2324'CORNER.
 CZ2324'
 CZ2324'THE STATION MARK IS A CORPS OF ENGINEER, U.S. ARMY DISK
 CZ2324'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2324'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2324'MARK IS STAMPED--AA 52 1966 ARMY MAP SERVICE.
 CZ2324'
 CZ2324'THE STATION MARK IS LOCATED 246 FEET EAST OF A SMALL
 CZ2324'NORTH-SOUTH DITCH.  263 FEET EAST OF THE NORTH-SOUTH FENCE
 CZ2324'LINE.  306 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2324'ROAD.  500 FEET NORTH OF THE EAST-WEST FENCE LINE.
 CZ2324'
 CZ2324'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2324'RESERVATION GO SOUTH AND SOUTHWEST ON CHUICHU ROAD FOR 1.7
 CZ2324'MILES TO A ROAD TO THE RIGHT.  TURN RIGHT AND TRAVEL NORTHWEST
 CZ2324'AND WEST FOR 2.25 MILES TO A RIGHT ANGLE TURN TO THE NORTH.  TURN
 CZ2324'RIGHT ON MAIN ROAD AND GO NORTH FOR 0.1 MILE TO GATE IN
 CZ2324'FENCE.  TURN RIGHT THRU GATE AND THEN TURN LEFT (NORTH) FOR 0.1
 CZ2324'MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2228 ***********************************************************************
 CZ2228  DESIGNATION -  AA 53
 CZ2228  PID         -  CZ2228
 CZ2228  STATE/COUNTY-  AZ/PINAL
 CZ2228  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2228
 CZ2228                         *CURRENT SURVEY CONTROL
 CZ2228  ___________________________________________________________________
 CZ2228* NAD 83(1992)-  32 44 53.46149(N)    111 48 34.25502(W)     ADJUSTED  
 CZ2228* NAVD 88     -       442.07   (+/-2cm)    1450.4    (feet)  VERTCON   
 CZ2228  ___________________________________________________________________
 CZ2228  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2228  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2228
 CZ2228  HORZ ORDER  -  FIRST
 CZ2228  VERT ORDER  -  THIRD ? (See Below)
 CZ2228
 CZ2228.The horizontal coordinates were established by classical geodetic methods
 CZ2228.and adjusted by the National Geodetic Survey in August 1993..
 CZ2228
 CZ2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2228.The vertical order pertains to the NGVD 29 superseded value.
 CZ2228
 CZ2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2228
 CZ2228.The geoid height was determined by GEOID03.
 CZ2228
 CZ2228;                    North         East     Units Scale Factor Converg.
 CZ2228;SPC AZ C     -   193,832.433   223,400.988   MT  0.99990124   +0 03 28.7
 CZ2228;SPC AZ C     -   635,933.18    732,942.87   iFT  0.99990124   +0 03 28.7
 CZ2228;UTM  12      - 3,623,660.951   424,163.314   MT  0.99967091   -0 26 16.5
 CZ2228
 CZ2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2228!SPC AZ C     -   0.99993535  x   0.99990124  =   0.99983660
 CZ2228!UTM  12      -   0.99993535  x   0.99967091  =   0.99960629
 CZ2228
 CZ2228:                Primary Azimuth Mark                     Grid Az
 CZ2228:SPC AZ C     -  CHUI                                     058 34 58.2
 CZ2228:UTM  12      -  CHUI                                     059 04 43.4
 CZ2228
 CZ2228|---------------------------------------------------------------------|
 CZ2228| PID    Reference Object                     Distance      Geod. Az  |
 CZ2228|                                                           dddmmss.s |
 CZ2228| CZ2286 CHUI                                APPROX. 2.6 KM 0583826.9 |
 CZ2228| CH4682 AA 53 RM E                            8.841 METERS 08857     |
 CZ2228| CH4683 AA 53 RM S                            8.847 METERS 17859     |
 CZ2228|---------------------------------------------------------------------|
 CZ2228
 CZ2228                          SUPERSEDED SURVEY CONTROL
 CZ2228
 CZ2228  NAD 83(1986)-  32 44 53.45524(N)    111 48 34.25521(W) AD(       ) 1
 CZ2228  NAD 27      -  32 44 53.24842(N)    111 48 31.79252(W) AD(       ) 1
 CZ2228  NGVD 29 (07/19/86)  441.47   (m)         1448.4    (f) LEVELING    3  
 CZ2228
 CZ2228.Superseded values are not recommended for survey control.
 CZ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2228.See file dsdata.txt to determine how the superseded data were derived.
 CZ2228
 CZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2416323661(NAD 83)
 CZ2228_MARKER: DD = SURVEY DISK
 CZ2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2228
 CZ2228  HISTORY     - Date     Condition        Report By
 CZ2228  HISTORY     - 1966     MONUMENTED       DMA
 CZ2228
 CZ2228                          STATION DESCRIPTION
 CZ2228
 CZ2228'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2228'T-8-S.  R-5-E SECTION 11 ABOUT 0.65 MILE NORTH OF THE SE CORNER.
 CZ2228'
 CZ2228'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2228'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2228'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2228'MARK IS STAMPED--AA 53 1966 ARMY MAP SERVICE.
 CZ2228'
 CZ2228'THE MARK IS LOCATED ON TOP OF SMALL SAND DUNE AND IS 15 FEET
 CZ2228'NORTHEAST OF MESQUITE BUSH.  18 FEET SOUTHEAST OF MESQUITE BUSH
 CZ2228'AND 21 FEET SOUTHWEST OF MESQUITE BUSH.
 CZ2228'
 CZ2228'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2228'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2228'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD 2.0 MILES TO A ROAD
 CZ2228'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A ROAD LEFT.  TURN
 CZ2228'LEFT AND GO WEST FOR 0.7 MILE TO JUNCTION OF TRAILS.  TAKE
 CZ2228'SOUTH MOST OF THREE TRAILS AND GO SOUTHWEST FOR 0.9 MILE
 CZ2228'TO A TRAIL NORTH.  TURN RIGHT AND GO NORTH FOR 300 FEET
 CZ2228'TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2229 ***********************************************************************
 CZ2229  DESIGNATION -  AA 54
 CZ2229  PID         -  CZ2229
 CZ2229  STATE/COUNTY-  AZ/PINAL
 CZ2229  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2229
 CZ2229                         *CURRENT SURVEY CONTROL
 CZ2229  ___________________________________________________________________
 CZ2229* NAD 83(1992)-  32 44 00.83285(N)    111 48 34.62891(W)     ADJUSTED  
 CZ2229* NAVD 88     -       446.42   (+/-2cm)    1464.6    (feet)  VERTCON   
 CZ2229  ___________________________________________________________________
 CZ2229  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CZ2229  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2229
 CZ2229  HORZ ORDER  -  FIRST
 CZ2229  VERT ORDER  -  THIRD ? (See Below)
 CZ2229
 CZ2229.The horizontal coordinates were established by classical geodetic methods
 CZ2229.and adjusted by the National Geodetic Survey in August 1993..
 CZ2229
 CZ2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2229.The vertical order pertains to the NGVD 29 superseded value.
 CZ2229
 CZ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2229
 CZ2229.The geoid height was determined by GEOID03.
 CZ2229
 CZ2229;                    North         East     Units Scale Factor Converg.
 CZ2229;SPC AZ C     -   192,211.331   223,392.894   MT  0.99990124   +0 03 28.4
 CZ2229;SPC AZ C     -   630,614.60    732,916.32   iFT  0.99990124   +0 03 28.4
 CZ2229;UTM  12      - 3,622,040.354   424,141.198   MT  0.99967096   -0 26 16.1
 CZ2229
 CZ2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2229!SPC AZ C     -   0.99993467  x   0.99990124  =   0.99983592
 CZ2229!UTM  12      -   0.99993467  x   0.99967096  =   0.99960565
 CZ2229
 CZ2229|---------------------------------------------------------------------|
 CZ2229| PID    Reference Object                     Distance      Geod. Az  |
 CZ2229|                                                           dddmmss.s |
 CZ2229| CH4684 AA 54 RM E                            8.835 METERS 08823     |
 CZ2229| CH4685 AA 54 RM S                            8.836 METERS 17815     |
 CZ2229| CZ2263 JACK                                APPROX.10.5 KM 2254034.3 |
 CZ2229|---------------------------------------------------------------------|
 CZ2229
 CZ2229                          SUPERSEDED SURVEY CONTROL
 CZ2229
 CZ2229  NAD 83(1986)-  32 44 00.82659(N)    111 48 34.62898(W) AD(       ) 1
 CZ2229  NAD 27      -  32 44 00.61813(N)    111 48 32.16750(W) AD(       ) 1
 CZ2229  NGVD 29 (07/19/86)  445.82   (m)         1462.7    (f) LEVELING    3  
 CZ2229
 CZ2229.Superseded values are not recommended for survey control.
 CZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2229.See file dsdata.txt to determine how the superseded data were derived.
 CZ2229
 CZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2414122040(NAD 83)
 CZ2229_MARKER: DD = SURVEY DISK
 CZ2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2229
 CZ2229  HISTORY     - Date     Condition        Report By
 CZ2229  HISTORY     - 1966     MONUMENTED       DMA
 CZ2229
 CZ2229                          STATION DESCRIPTION
 CZ2229
 CZ2229'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2229'T-8-S.  R-5-E.  IN SECTION 14 ABOUT 0.4 MILE SOUTH OF THE
 CZ2229'NORTHEAST CORNER.
 CZ2229'
 CZ2229'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2229'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2229'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2229'IS STAMPED--AA 54 1966 ARMY MAP SERVICE.
 CZ2229'
 CZ2229'THE STATION MARK IS LOCATED 45 FEET EAST OF A NORTH-SOUTH
 CZ2229'DRAIN.  112 FEET NORTH OF A LOCUST TREE AT THE NORTHEAST EDGE OF A
 CZ2229'NORTHWEST-SOUTHEAST WASH.
 CZ2229'
 CZ2229'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2229'RESERVATION AND CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2229'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 3.75 MILES TO A
 CZ2229'TRAIL RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON TRAIL FOR 0.5
 CZ2229'MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2233 ***********************************************************************
 CZ2233  DESIGNATION -  AA 55
 CZ2233  PID         -  CZ2233
 CZ2233  STATE/COUNTY-  AZ/PINAL
 CZ2233  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2233
 CZ2233                         *CURRENT SURVEY CONTROL
 CZ2233  ___________________________________________________________________
 CZ2233* NAD 83(1992)-  32 43 08.31733(N)    111 48 37.34294(W)     ADJUSTED  
 CZ2233* NAVD 88     -       465.81   (+/-2cm)    1528.2    (feet)  VERTCON   
 CZ2233  ___________________________________________________________________
 CZ2233  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2233  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2233
 CZ2233  HORZ ORDER  -  FIRST
 CZ2233  VERT ORDER  -  THIRD ? (See Below)
 CZ2233
 CZ2233.The horizontal coordinates were established by classical geodetic methods
 CZ2233.and adjusted by the National Geodetic Survey in August 1993..
 CZ2233
 CZ2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2233.The vertical order pertains to the NGVD 29 superseded value.
 CZ2233
 CZ2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2233
 CZ2233.The geoid height was determined by GEOID03.
 CZ2233
 CZ2233;                    North         East     Units Scale Factor Converg.
 CZ2233;SPC AZ C     -   190,593.657   223,323.858   MT  0.99990122   +0 03 26.8
 CZ2233;SPC AZ C     -   625,307.27    732,689.82   iFT  0.99990122   +0 03 26.8
 CZ2233;UTM  12      - 3,620,423.709   424,058.192   MT  0.99967111   -0 26 17.0
 CZ2233
 CZ2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2233!SPC AZ C     -   0.99993163  x   0.99990122  =   0.99983285
 CZ2233!UTM  12      -   0.99993163  x   0.99967111  =   0.99960276
 CZ2233
 CZ2233|---------------------------------------------------------------------|
 CZ2233| PID    Reference Object                     Distance      Geod. Az  |
 CZ2233|                                                           dddmmss.s |
 CZ2233| CH4686 AA 55 RM E                            8.831 METERS 08528     |
 CZ2233| CH4687 AA 55 RM S                            8.838 METERS 17532     |
 CZ2233| CZ2263 JACK                                APPROX. 9.4 KM 2322644.7 |
 CZ2233|---------------------------------------------------------------------|
 CZ2233
 CZ2233                          SUPERSEDED SURVEY CONTROL
 CZ2233
 CZ2233  NAD 83(1986)-  32 43 08.31106(N)    111 48 37.34289(W) AD(       ) 1
 CZ2233  NAD 27      -  32 43 08.10088(N)    111 48 34.88256(W) AD(       ) 1
 CZ2233  NGVD 29 (07/19/86)  465.21   (m)         1526.3    (f) LEVELING    3  
 CZ2233
 CZ2233.Superseded values are not recommended for survey control.
 CZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2233.See file dsdata.txt to determine how the superseded data were derived.
 CZ2233
 CZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2405820424(NAD 83)
 CZ2233_MARKER: DD = SURVEY DISK
 CZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2233
 CZ2233  HISTORY     - Date     Condition        Report By
 CZ2233  HISTORY     - 1966     MONUMENTED       DMA
 CZ2233
 CZ2233                          STATION DESCRIPTION
 CZ2233
 CZ2233'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2233'T-8-S.  R-5-E.  IN SECTION 23 ABOUT 0.37 MILE SOUTH OF
 CZ2233'NORTHEAST CORNER.
 CZ2233'
 CZ2233'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2233'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2233'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2233'IS STAMPED--AA 55 1966 ARMY MAP SERVICE.
 CZ2233'
 CZ2233'THE MARK IS LOCATED 95 FEET NORTHEAST OF NORTHWEST-SOUTHEAST
 CZ2233'DRAIN.  100 FEET SOUTHWEST OF NORTHWEST-SOUTHEAST ROAD AND 90
 CZ2233'FEET SOUTHWEST OF SMALL PALO VERDE TREE.
 CZ2233'
 CZ2233'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2233'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2233'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 4.2 MILES TO A TRAIL
 CZ2233'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.25 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2227 ***********************************************************************
 CZ2227  DESIGNATION -  AA 56
 CZ2227  PID         -  CZ2227
 CZ2227  STATE/COUNTY-  AZ/PINAL
 CZ2227  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2227
 CZ2227                         *CURRENT SURVEY CONTROL
 CZ2227  ___________________________________________________________________
 CZ2227* NAD 83(1992)-  32 42 11.93935(N)    111 48 31.20308(W)     ADJUSTED  
 CZ2227* NAVD 88     -       617.51   (+/-2cm)    2025.9    (feet)  VERTCON   
 CZ2227  ___________________________________________________________________
 CZ2227  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ2227  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2227
 CZ2227  HORZ ORDER  -  FIRST
 CZ2227  VERT ORDER  -  THIRD ? (See Below)
 CZ2227
 CZ2227.The horizontal coordinates were established by classical geodetic methods
 CZ2227.and adjusted by the National Geodetic Survey in August 1993..
 CZ2227
 CZ2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2227.The vertical order pertains to the NGVD 29 superseded value.
 CZ2227
 CZ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2227
 CZ2227.The geoid height was determined by GEOID03.
 CZ2227
 CZ2227;                    North         East     Units Scale Factor Converg.
 CZ2227;SPC AZ C     -   188,857.246   223,485.501   MT  0.99990126   +0 03 30.1
 CZ2227;SPC AZ C     -   619,610.39    733,220.15   iFT  0.99990126   +0 03 30.1
 CZ2227;UTM  12      - 3,618,686.366   424,204.781   MT  0.99967084   -0 26 13.0
 CZ2227
 CZ2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2227!SPC AZ C     -   0.99990781  x   0.99990126  =   0.99980908
 CZ2227!UTM  12      -   0.99990781  x   0.99967084  =   0.99957868
 CZ2227
 CZ2227|---------------------------------------------------------------------|
 CZ2227| PID    Reference Object                     Distance      Geod. Az  |
 CZ2227|                                                           dddmmss.s |
 CZ2227| CH4688 AA 56 RM 1                           10.449 METERS 16810     |
 CZ2227| CZ2226 AA 58X                              APPROX. 2.9 KM 1773356.6 |
 CZ2227| CH4689 AA 56 RM 2                           13.974 METERS 26808     |
 CZ2227|---------------------------------------------------------------------|
 CZ2227
 CZ2227                          SUPERSEDED SURVEY CONTROL
 CZ2227
 CZ2227  NAD 83(1986)-  32 42 11.93308(N)    111 48 31.20296(W) AD(       ) 1
 CZ2227  NAD 27      -  32 42 11.72067(N)    111 48 28.74463(W) AD(       ) 1
 CZ2227  NGVD 29 (07/19/86)  616.92   (m)         2024.0    (f) LEVELING    3  
 CZ2227
 CZ2227.Superseded values are not recommended for survey control.
 CZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2227.See file dsdata.txt to determine how the superseded data were derived.
 CZ2227
 CZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2420518686(NAD 83)
 CZ2227_MARKER: DD = SURVEY DISK
 CZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2227
 CZ2227  HISTORY     - Date     Condition        Report By
 CZ2227  HISTORY     - 1966     MONUMENTED       DMA
 CZ2227
 CZ2227                          STATION DESCRIPTION
 CZ2227
 CZ2227'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2227'T-8-S.  R-5-E.  IN THE SECTION 25 NEAR THE NORTHWEST CORNER.
 CZ2227'
 CZ2227'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2227'CENTERED IN THE TOP OF ROUND CONCRETE POST PROJECTING 0.3 FOOT
 CZ2227'ABOVE THE SURFACE OF THE GROUND.
 CZ2227'
 CZ2227'THE STATION MARK IS LOCATED ABOUT 200 FEET SOUTHWEST OF THE TOP
 CZ2227'OF THE HILL, (BUTTE).  292 FEET (APPROX.) NORTH OF THE 1/4
 CZ2227'CORNER.
 CZ2227'
 CZ2227'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2227'RESERVATION AND CHUICHU ROAD.  TRAVEL SOUTHWEST ON CHUICHU ROAD
 CZ2227'FOR 4.9 MILES TO A TRAIL SOUTHEAST.  TURN LEFT AND TRAVEL
 CZ2227'SOUTHEAST FOR 0.25 MILE TO A DOUBLE TRAIL FORK.  TAKE CENTER
 CZ2227'TRAIL OF THREE AND CONTINUE SOUTHEAST FOR 0.15 MILE TO A TRAIL
 CZ2227'FORK.  TAKE RIGHT FORK AND GO SOUTH (GOING OVER SADDLE BETWEEN
 CZ2227'TWO RIDGES) FOR 0.45 MILE TO END OF TRAIL AT A WASH.  CONTINUE
 CZ2227'SOUTH AND EAST ON TRACKS FOR 0.65 MILE TO END OF JEEP
 CZ2227'TRAVEL.  FROM HERE PACK EAST TO A SADDLE THEN NORTH AND WEST
 CZ2227'UP RIDGE TO THE STATION SITE.  NOTE--ABOUT A TWENTY MINUTE
 CZ2227'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2230 ***********************************************************************
 CZ2230  DESIGNATION -  AA 57
 CZ2230  PID         -  CZ2230
 CZ2230  STATE/COUNTY-  AZ/PINAL
 CZ2230  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2230
 CZ2230                         *CURRENT SURVEY CONTROL
 CZ2230  ___________________________________________________________________
 CZ2230* NAD 83(1992)-  32 41 24.41241(N)    111 48 34.94504(W)     ADJUSTED  
 CZ2230* NAVD 88     -       479.71   (+/-2cm)    1573.8    (feet)  VERTCON   
 CZ2230  ___________________________________________________________________
 CZ2230  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CZ2230  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2230
 CZ2230  HORZ ORDER  -  FIRST
 CZ2230  VERT ORDER  -  THIRD ? (See Below)
 CZ2230
 CZ2230.The horizontal coordinates were established by classical geodetic methods
 CZ2230.and adjusted by the National Geodetic Survey in August 1993..
 CZ2230
 CZ2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2230.The vertical order pertains to the NGVD 29 superseded value.
 CZ2230
 CZ2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2230
 CZ2230.The geoid height was determined by GEOID03.
 CZ2230
 CZ2230;                    North         East     Units Scale Factor Converg.
 CZ2230;SPC AZ C     -   187,393.211   223,389.524   MT  0.99990124   +0 03 28.0
 CZ2230;SPC AZ C     -   614,807.12    732,905.26   iFT  0.99990124   +0 03 28.0
 CZ2230;UTM  12      - 3,617,223.552   424,096.180   MT  0.99967104   -0 26 14.4
 CZ2230
 CZ2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2230!SPC AZ C     -   0.99992945  x   0.99990124  =   0.99983069
 CZ2230!UTM  12      -   0.99992945  x   0.99967104  =   0.99960051
 CZ2230
 CZ2230|---------------------------------------------------------------------|
 CZ2230| PID    Reference Object                     Distance      Geod. Az  |
 CZ2230|                                                           dddmmss.s |
 CZ2230| CH4690 AA 57 RM E                            8.840 METERS 08901     |
 CZ2230| CZ2226 AA 58X                              APPROX. 1.4 KM 1710302.6 |
 CZ2230| CH4691 AA 57 RM S                            8.831 METERS 17903     |
 CZ2230|---------------------------------------------------------------------|
 CZ2230
 CZ2230                          SUPERSEDED SURVEY CONTROL
 CZ2230
 CZ2230  NAD 83(1986)-  32 41 24.40614(N)    111 48 34.94474(W) AD(       ) 1
 CZ2230  NAD 27      -  32 41 24.19217(N)    111 48 32.48782(W) AD(       ) 1
 CZ2230  NGVD 29 (07/19/86)  479.12   (m)         1571.9    (f) LEVELING    3  
 CZ2230
 CZ2230.Superseded values are not recommended for survey control.
 CZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2230.See file dsdata.txt to determine how the superseded data were derived.
 CZ2230
 CZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2409617224(NAD 83)
 CZ2230_MARKER: DD = SURVEY DISK
 CZ2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2230
 CZ2230  HISTORY     - Date     Condition        Report By
 CZ2230  HISTORY     - 1966     MONUMENTED       DMA
 CZ2230
 CZ2230                          STATION DESCRIPTION
 CZ2230
 CZ2230'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2230'T-8-S.  R-5-E.  IN SECTION 35 ABOUT 0.64 MILE NORTH OF THE
 CZ2230'SOUTHEAST CORNER.
 CZ2230'
 CZ2230'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2230'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2230'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2230'IS STAMPED--AA 57 1966 ARMY MAP SERVICE.
 CZ2230'
 CZ2230'THE MARK IS LOCATED 13 FEET NORTHEAST OF SMALL PALO VERDE TREE.  95
 CZ2230'FEET NORTHEAST OF INTERSECTING CENTERLINES OF NORTHWEST-SOUTHEAST
 CZ2230'WASH AND EAST-WEST TRAIL.
 CZ2230'
 CZ2230'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2230'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2230'SOUTHWEST ON THE CHUICHU ROAD FOR 6.9 MILES TO A TRAIL LEFT.  TURN
 CZ2230'LEFT AND GO SOUTH FOR 0.2 MILE TO A DIM TRAIL LEFT.  TURN
 CZ2230'LEFT AND FOLLOW DIM TRAIL EAST FOR 1.0 MILE TO STATION SITE.
 CZ2230'
 CZ2230'4 WHEEL DRIVE VEHICLE NEEDED TO REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2232 ***********************************************************************
 CZ2232  DESIGNATION -  AA 58
 CZ2232  PID         -  CZ2232
 CZ2232  STATE/COUNTY-  AZ/PINAL
 CZ2232  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2232
 CZ2232                         *CURRENT SURVEY CONTROL
 CZ2232  ___________________________________________________________________
 CZ2232* NAD 83(1992)-  32 40 32.79993(N)    111 48 35.85170(W)     ADJUSTED  
 CZ2232* NAVD 88     -       457.32   (+/-2cm)    1500.4    (feet)  VERTCON   
 CZ2232  ___________________________________________________________________
 CZ2232  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2232  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2232
 CZ2232  HORZ ORDER  -  FIRST
 CZ2232  VERT ORDER  -  THIRD ? (See Below)
 CZ2232
 CZ2232.The horizontal coordinates were established by classical geodetic methods
 CZ2232.and adjusted by the National Geodetic Survey in August 1993..
 CZ2232
 CZ2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2232.The vertical order pertains to the NGVD 29 superseded value.
 CZ2232
 CZ2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2232
 CZ2232.The geoid height was determined by GEOID03.
 CZ2232
 CZ2232;                    North         East     Units Scale Factor Converg.
 CZ2232;SPC AZ C     -   185,803.411   223,367.507   MT  0.99990123   +0 03 27.4
 CZ2232;SPC AZ C     -   609,591.24    732,833.03   iFT  0.99990123   +0 03 27.4
 CZ2232;UTM  12      - 3,615,634.367   424,060.437   MT  0.99967111   -0 26 14.3
 CZ2232
 CZ2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2232!SPC AZ C     -   0.99993296  x   0.99990123  =   0.99983420
 CZ2232!UTM  12      -   0.99993296  x   0.99967111  =   0.99960409
 CZ2232
 CZ2232|---------------------------------------------------------------------|
 CZ2232| PID    Reference Object                     Distance      Geod. Az  |
 CZ2232|                                                           dddmmss.s |
 CZ2232| CZ2226 AA 58X                              314.627 METERS 05024     |
 CZ2232| CH4692 AA 58 RM E                            8.826 METERS 08854     |
 CZ2232| CH4693 AA 58 RM S                            8.828 METERS 17857     |
 CZ2232| CZ2239 Z 58                                APPROX. 1.6 KM 2685821.5 |
 CZ2232|---------------------------------------------------------------------|
 CZ2232
 CZ2232                          SUPERSEDED SURVEY CONTROL
 CZ2232
 CZ2232  NAD 83(1986)-  32 40 32.79365(N)    111 48 35.85127(W) AD(       ) 1
 CZ2232  NAD 27      -  32 40 32.57832(N)    111 48 33.39559(W) AD(       ) 1
 CZ2232  NGVD 29 (07/19/86)  456.73   (m)         1498.5    (f) LEVELING    3  
 CZ2232
 CZ2232.Superseded values are not recommended for survey control.
 CZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2232.See file dsdata.txt to determine how the superseded data were derived.
 CZ2232
 CZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2406015634(NAD 83)
 CZ2232_MARKER: DD = SURVEY DISK
 CZ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2232
 CZ2232  HISTORY     - Date     Condition        Report By
 CZ2232  HISTORY     - 1966     MONUMENTED       DMA
 CZ2232
 CZ2232                          STATION DESCRIPTION
 CZ2232
 CZ2232'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2232'T-9-S.  R-5-E.  IN SECTION 2 NEAR THE NORTHEAST CORNER.
 CZ2232'
 CZ2232'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2232'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2232'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2232'MARK IS STAMPED.  AA 58 1966 ARMY MAP SERVICE.
 CZ2232'
 CZ2232'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2232'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2232'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2232'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.
 CZ2232'TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2232'LEFT FORK AND CONTINUE SOUTH FOR 2.4 MILES TO A ROAD FORK.
 CZ2232'TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A ROAD
 CZ2232'FORK.  TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A DIM
 CZ2232'TRAIL TO THE WEST-NORTHWEST.  TAKE TRAIL
 CZ2232'SOUTH-SOUTHWEST AND GO 0.4 MILE TO STATION SITE ON THE
 CZ2232'SOUTHWEST SIDE OF LONE BUTTE.
 CZ2232'
 CZ2232'THE STATION MARK IS LOCATED ABOUT 800 FEET NORTH OF THE 1/4
 CZ2232'CORNER AND ABOUT 50 FEET WEST OF THE APPROX. NORTH-SOUTH
 CZ2232'SECTION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2226 ***********************************************************************
 CZ2226  DESIGNATION -  AA 58X
 CZ2226  PID         -  CZ2226
 CZ2226  STATE/COUNTY-  AZ/PINAL
 CZ2226  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2226
 CZ2226                         *CURRENT SURVEY CONTROL
 CZ2226  ___________________________________________________________________
 CZ2226* NAD 83(1992)-  32 40 39.31041(N)    111 48 26.54704(W)     ADJUSTED  
 CZ2226* NAVD 88     -       526.0    (meters)    1726.     (feet)  VERTCON   
 CZ2226  ___________________________________________________________________
 CZ2226  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2226  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2226
 CZ2226  HORZ ORDER  -  FIRST
 CZ2226
 CZ2226.The horizontal coordinates were established by classical geodetic methods
 CZ2226.and adjusted by the National Geodetic Survey in August 1993..
 CZ2226
 CZ2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2226
 CZ2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2226
 CZ2226.The geoid height was determined by GEOID03.
 CZ2226
 CZ2226;                    North         East     Units Scale Factor Converg.
 CZ2226;SPC AZ C     -   186,004.194   223,609.698   MT  0.99990129   +0 03 32.4
 CZ2226;SPC AZ C     -   610,249.98    733,627.62   iFT  0.99990129   +0 03 32.4
 CZ2226;UTM  12      - 3,615,833.006   424,304.297   MT  0.99967065   -0 26 09.4
 CZ2226
 CZ2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2226!SPC AZ C     -   0.99992218  x   0.99990129  =   0.99982348
 CZ2226!UTM  12      -   0.99992218  x   0.99967065  =   0.99959286
 CZ2226
 CZ2226:                Primary Azimuth Mark                     Grid Az
 CZ2226:SPC AZ C     -  AB 57                                    045 41 59.0
 CZ2226:UTM  12      -  AB 57                                    046 11 40.8
 CZ2226
 CZ2226|---------------------------------------------------------------------|
 CZ2226| PID    Reference Object                     Distance      Geod. Az  |
 CZ2226|                                                           dddmmss.s |
 CZ2226| CZ2221 AB 57                               APPROX. 2.0 KM 0454531.4 |
 CZ2226| CH4694 AA 58X RM 1                           6.399 METERS 10107     |
 CZ2226| CH4695 AA 58X RM 2                           7.856 METERS 20452     |
 CZ2226| CH4696 AA 58X RM 3                           9.862 METERS 30421     |
 CZ2226|---------------------------------------------------------------------|
 CZ2226
 CZ2226                          SUPERSEDED SURVEY CONTROL
 CZ2226
 CZ2226  NAD 83(1986)-  32 40 39.30415(N)    111 48 26.54663(W) AD(       ) 1
 CZ2226  NAD 27      -  32 40 39.08882(N)    111 48 24.09103(W) AD(       ) 1
 CZ2226  NGVD 29 (07/19/86)  525.4    (m)         1724.     (f) VERT ANG       
 CZ2226
 CZ2226.Superseded values are not recommended for survey control.
 CZ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2226.See file dsdata.txt to determine how the superseded data were derived.
 CZ2226
 CZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2430415833(NAD 83)
 CZ2226_MARKER: DD = SURVEY DISK
 CZ2226_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2226
 CZ2226  HISTORY     - Date     Condition        Report By
 CZ2226  HISTORY     - 1966     MONUMENTED       DMA
 CZ2226
 CZ2226                          STATION DESCRIPTION
 CZ2226
 CZ2226'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2226'STATION IS ABOUT 0.25 MILE SOUTHEAST OF THE NORTHWEST CORNER
 CZ2226'OF SECTION 1 IN T-9-S, R-5 E.
 CZ2226'
 CZ2226'THE STATION SITE IS WITHIN THE PAPAGO INDIAN RESERVATION, ON
 CZ2226'THE HIGHEST POINT OF A LONE BUTTE IN THE SILVER REEF VALLEY AND
 CZ2226'ABOUT TWO MILES SOUTH OF THE HIGHEST POINT OF THE SILVER REEF
 CZ2226'MOUNTAINS.
 CZ2226'
 CZ2226'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED
 CZ2226'AA 58X ARMY MAP SERVICE 1966.  CEMENTED IN A DRILLED HOLE IN
 CZ2226'OUTCROPPING ROCK.
 CZ2226'
 CZ2226'REFERENCE MARK NO.1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 1 ARMY MAP SERVICE 1966 CEMENTED IN A DRILLED
 CZ2226'HOLE IN A PROMINENT ROCK OUTCROPPING, 21.0 FEET EAST OF THE
 CZ2226'STATION AND 0.2 FOOT LOWER IN ELEVATION.
 CZ2226'
 CZ2226'REFERENCE MARK NO.2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 2 ARMY MAP SERVICE 1966.  CEMENTED IN A DRILLED
 CZ2226'HOLE IN OUTCROPPING ROCK NEAR A SHARP DROP-OFF TO THE SOUTH, 25.77
 CZ2226'FEET SOUTH-SOUTHWEST OF THE STATION AND 7.6 FEET LOWER IN
 CZ2226'ELEVATION.
 CZ2226'
 CZ2226'REFERENCE MARK NO.3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 3 ARMY MAP SERVICE 1966, CEMENTED IN A
 CZ2226'DRILLED HOLE IN THE OUTCROPPING ROCK.  32.36 FEET WEST-NORTHWEST
 CZ2226'OF THE STATION AND 5.7 FEET LOWER IN ELEVATION.
 CZ2226'
 CZ2226'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2226'GRANDE, PINAL COUNTY, ARIZONA, GO SOUTHEAST ON ROUTES 93 AND 84
 CZ2226'0.25 MILE TO FLORENCE STREET.  TURN RIGHT AND GO SOUTH-SOUTHWEST
 CZ2226'7.9 MILES TO PAPAGO INDIAN RESERVATION BOUNDARY FENCE, ENTER
 CZ2226'RESERVATION AND CONTINUE SOUTHWEST ON PAVED ROAD 2.3 MILES TO
 CZ2226'A GRAVEL ROAD SOUTHEAST.  TURN LEFT ON GRAVEL ROAD AND GO 0.9
 CZ2226'MILE TO ROAD FORKS AT WHITE HORSE PASS.  KEEP RIGHT AND
 CZ2226'CONTINUE SOUTH, PASSING THROUGH VILLAGE OF SHOPISHK, FOR 4.1
 CZ2226'MILES TO A LONE BUTTE WEST OF THE ROAD.  TURN RIGHT ACROSS
 CZ2226'COUNTRY FOR 0.2 MILE TO BASE OF BUTTE AND END OF TRUCK TRAVEL.
 CZ2226'STATION SITE ON TOP OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2231 ***********************************************************************
 CZ2231  DESIGNATION -  AA 59
 CZ2231  PID         -  CZ2231
 CZ2231  STATE/COUNTY-  AZ/PINAL
 CZ2231  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2231
 CZ2231                         *CURRENT SURVEY CONTROL
 CZ2231  ___________________________________________________________________
 CZ2231* NAD 83(1992)-  32 39 39.99650(N)    111 48 35.80848(W)     ADJUSTED  
 CZ2231* NAVD 88     -       462.99   (+/-2cm)    1519.0    (feet)  VERTCON   
 CZ2231  ___________________________________________________________________
 CZ2231  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2231  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2231
 CZ2231  HORZ ORDER  -  FIRST
 CZ2231  VERT ORDER  -  THIRD ? (See Below)
 CZ2231
 CZ2231.The horizontal coordinates were established by classical geodetic methods
 CZ2231.and adjusted by the National Geodetic Survey in August 1993..
 CZ2231
 CZ2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2231.The vertical order pertains to the NGVD 29 superseded value.
 CZ2231
 CZ2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2231
 CZ2231.The geoid height was determined by GEOID03.
 CZ2231
 CZ2231;                    North         East     Units Scale Factor Converg.
 CZ2231;SPC AZ C     -   184,176.956   223,370.269   MT  0.99990124   +0 03 27.3
 CZ2231;SPC AZ C     -   604,255.10    732,842.09   iFT  0.99990124   +0 03 27.3
 CZ2231;UTM  12      - 3,614,008.323   424,049.155   MT  0.99967113   -0 26 13.6
 CZ2231
 CZ2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2231!SPC AZ C     -   0.99993207  x   0.99990124  =   0.99983332
 CZ2231!UTM  12      -   0.99993207  x   0.99967113  =   0.99960322
 CZ2231
 CZ2231:                Primary Azimuth Mark                     Grid Az
 CZ2231:SPC AZ C     -  AA 58X                                   007 27 54.6
 CZ2231:UTM  12      -  AA 58X                                   007 57 35.5
 CZ2231
 CZ2231|---------------------------------------------------------------------|
 CZ2231| PID    Reference Object                     Distance      Geod. Az  |
 CZ2231|                                                           dddmmss.s |
 CZ2231| CZ2226 AA 58X                              APPROX. 1.8 KM 0073121.9 |
 CZ2231| CH4697 AA 59 RM E                            8.833 METERS 08856     |
 CZ2231| CH4698 AA 59 RM S                            8.836 METERS 17900     |
 CZ2231|---------------------------------------------------------------------|
 CZ2231
 CZ2231                          SUPERSEDED SURVEY CONTROL
 CZ2231
 CZ2231  NAD 83(1986)-  32 39 39.99021(N)    111 48 35.80792(W) AD(       ) 1
 CZ2231  NAD 27      -  32 39 39.77329(N)    111 48 33.35354(W) AD(       ) 1
 CZ2231  NGVD 29 (07/19/86)  462.41   (m)         1517.1    (f) LEVELING    3  
 CZ2231
 CZ2231.Superseded values are not recommended for survey control.
 CZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2231.See file dsdata.txt to determine how the superseded data were derived.
 CZ2231
 CZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2404914008(NAD 83)
 CZ2231_MARKER: DD = SURVEY DISK
 CZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2231
 CZ2231  HISTORY     - Date     Condition        Report By
 CZ2231  HISTORY     - 1966     MONUMENTED       DMA
 CZ2231
 CZ2231                          STATION DESCRIPTION
 CZ2231
 CZ2231'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2231'T-9-S.  R-5-E.  IN SECTION 11 ABOUT 1800 FEET SOUTH OF THE
 CZ2231'NORTHEAST CORNER.
 CZ2231'
 CZ2231'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2231'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2231'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2231'IS STAMPED--AA 59 1966 ARMY MAP SERVICE.
 CZ2231'
 CZ2231'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2231'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2231'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2231'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.
 CZ2231'TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2231'LEFT FORK AND CONTINUE SOUTH FOR 2.4 MILES TO A ROAD FORK.
 CZ2231'TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A ROAD
 CZ2231'FORK.  TAKE LEFT FORK AND GO SOUTH AND SOUTH-SOUTHWEST
 CZ2231'FOR 1.0 MILE.  TURN LEFT AND GO SOUTHEAST CROSS COUNTRY FOR
 CZ2231'750 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0241 ***********************************************************************
 FP0241  DESIGNATION -  AA 6
 FP0241  PID         -  FP0241
 FP0241  STATE/COUNTY-  AZ/APACHE
 FP0241  USGS QUAD   -  LUPTON (1971)
 FP0241
 FP0241                         *CURRENT SURVEY CONTROL
 FP0241  ___________________________________________________________________
 FP0241* NAD 83(1992)-  35 19 10.45300(N)    109 05 35.81334(W)     ADJUSTED  
 FP0241* NAVD 88     -      1907.751  (meters)    6259.01   (feet)  ADJUSTED  
 FP0241  ___________________________________________________________________
 FP0241  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 FP0241  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0241  DYNAMIC HT  -        1905.063 (meters)    6250.19  (feet)  COMP
 FP0241  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0241
 FP0241  HORZ ORDER  -  SECOND
 FP0241  VERT ORDER  -  SECOND    CLASS 0
 FP0241
 FP0241.The horizontal coordinates were established by classical geodetic methods
 FP0241.and adjusted by the National Geodetic Survey in August 1993..
 FP0241
 FP0241.The orthometric height was determined by differential leveling
 FP0241.and adjusted by the National Geodetic Survey in June 1991..
 FP0241
 FP0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0241
 FP0241.The geoid height was determined by GEOID03.
 FP0241
 FP0241.The dynamic height is computed by dividing the NAVD 88
 FP0241.geopotential number by the normal gravity value computed on the
 FP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0241.degrees latitude (g = 980.6199 gals.).
 FP0241
 FP0241.The modeled gravity was interpolated from observed gravity values.
 FP0241
 FP0241;                    North         East     Units Scale Factor Converg.
 FP0241;SPC AZ E     -   479,553.484   310,957.031   MT  1.00001735   +0 37 14.2
 FP0241;SPC AZ E     - 1,573,338.20  1,020,200.23   iFT  1.00001735   +0 37 14.2
 FP0241;SPC NM W     -   479,761.211   715,437.065   MT  1.00007836   -0 43 42.6
 FP0241;SPC NM W     - 1,574,016.57  2,347,229.77   sFT  1.00007836   -0 43 42.6
 FP0241;UTM  12      - 3,910,150.815   673,322.754   MT  0.99997022   +1 06 09.4
 FP0241
 FP0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0241!SPC AZ E     -   0.99970408  x   1.00001735  =   0.99972143
 FP0241!SPC NM W     -   0.99970408  x   1.00007836  =   0.99978242
 FP0241!UTM  12      -   0.99970408  x   0.99997022  =   0.99967431
 FP0241
 FP0241|---------------------------------------------------------------------|
 FP0241| PID    Reference Object                     Distance      Geod. Az  |
 FP0241|                                                           dddmmss.s |
 FP0241| FP0240 AA 6 RM 2                            13.801 METERS 19843     |
 FP0241| FP0578 HOUCK                               APPROX. 6.9 KM 2370729.0 |
 FP0241| FP0242 AA 6 RM 1                            19.138 METERS 32731     |
 FP0241|---------------------------------------------------------------------|
 FP0241
 FP0241                          SUPERSEDED SURVEY CONTROL
 FP0241
 FP0241  NAD 83(1986)-  35 19 10.45145(N)    109 05 35.81404(W) AD(       ) 2
 FP0241  NAD 27      -  35 19 10.35730(N)    109 05 33.48480(W) AD(       ) 2
 FP0241  NGVD 29 (??/??/92) 1906.766  (m)         6255.78   (f) ADJ UNCH    2 0
 FP0241
 FP0241.Superseded values are not recommended for survey control.
 FP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0241.See file dsdata.txt to determine how the superseded data were derived.
 FP0241
 FP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7332310151(NAD 83)
 FP0241_MARKER: DE = TRAVERSE STATION DISK
 FP0241_SETTING: 66 = SET IN ROCK OUTCROP
 FP0241_SP_SET: BEDROCK
 FP0241_STAMPING: AA 6 1959
 FP0241_MARK LOGO: CGS   
 FP0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0241+STABILITY: POSITION/ELEVATION WELL
 FP0241
 FP0241  HISTORY     - Date     Condition        Report By
 FP0241  HISTORY     - 1959     MONUMENTED       CGS
 FP0241  HISTORY     - 1959     GOOD             CGS
 FP0241  HISTORY     - 1983     GOOD             NGS
 FP0241
 FP0241                          STATION DESCRIPTION
 FP0241
 FP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0241'THE STATION IS ABOUT 3 MILES SOUTHWEST OF LUPTON AND ABOUT
 FP0241'0.3 MILE NORTH OF THE TREE HOGANS TRADING POST ON A LOW
 FP0241'NORTH-SOUTH RIDGE.
 FP0241'
 FP0241'TO REACH THE STATION FROM THE POST OFFICE IN LUPTON GO SOUTHWEST
 FP0241'ON U.S. HIGHWAY 66 FOR 2.8 MILES TO A TRACK ROAD RIGHT.  THIS
 FP0241'IS ABOUT 50 YARDS BEFORE REACHING THE THREE HOGANS TRADING
 FP0241'POST.  TURN RIGHT ON THE TRACK ROAD AND GO NORTH FOR 0.2
 FP0241'MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST 0.1 MILE
 FP0241'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH FOR ABOUT
 FP0241'2 MINUTES TO THE SUMMIT OF THE RIDGE AND STATION.
 FP0241'
 FP0241'THE STATION MARK, STAMPED AA 6 1959, IS A STANDARD TRAVERSE
 FP0241'STATION MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 FP0241'6 FEET SOUTH OF A CAIRN AND 4 FEET EAST OF THE WITNESS POST.
 FP0241'
 FP0241'REFERENCE MARK NO. 1, STAMPED AA 6 NO 1 1959, IS A STANDARD
 FP0241'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0241'2-1/2 FEET.  IT IS 58 FEET NORTHWEST OF THE CAIRN.
 FP0241'
 FP0241'REFERENCE MARK NO. 2, STAMPED AA 6 NO 2 1959, IS A STANDARD
 FP0241'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0241'3 FEET.  IT IS 52 FEET SOUTH OF THE CAIRN.
 FP0241'
 FP0241'TRAVERSE STATION HOUCK WILL SERVE AS THE AZIMUTH MARK, SEE
 FP0241'DESCRIPTION THEREOF.
 FP0241
 FP0241                          STATION RECOVERY (1959)
 FP0241
 FP0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0241'2.5 MI SW FROM LUPTON.
 FP0241'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0241'MILES TO A TRACK ROAD RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO NORTH
 FP0241'0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM
 FP0241'TRACK ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FP0241'FOR ABOUT 2 MINUTES TO THE STATION 6 FEET SOUTH OF A CAIRN AND 4 FEET
 FP0241'EAST OF THE WITNESS POST.  THE DISK IS A TRAVERSE STATION MARK DISK
 FP0241'CEMENTED IN A DRILL HOLE IN BEDROCK.
 FP0241
 FP0241                          STATION RECOVERY (1983)
 FP0241
 FP0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0242 ***********************************************************************
 FP0242  DESIGNATION -  AA 6 RM 1
 FP0242  PID         -  FP0242
 FP0242  STATE/COUNTY-  AZ/APACHE
 FP0242  USGS QUAD   -  LUPTON (1971)
 FP0242
 FP0242                         *CURRENT SURVEY CONTROL
 FP0242  ___________________________________________________________________
 FP0242* NAD 83(1986)-  35 19 10.     (N)    109 05 33.     (W)     SCALED    
 FP0242* NAVD 88     -      1908.457  (meters)    6261.33   (feet)  ADJUSTED  
 FP0242  ___________________________________________________________________
 FP0242  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0242  DYNAMIC HT  -        1905.768 (meters)    6252.51  (feet)  COMP
 FP0242  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0242
 FP0242  VERT ORDER  -  SECOND    CLASS 0
 FP0242
 FP0242.The horizontal coordinates were scaled from a topographic map and have
 FP0242.an estimated accuracy of +/- 6 seconds.
 FP0242
 FP0242.The orthometric height was determined by differential leveling
 FP0242.and adjusted by the National Geodetic Survey in June 1991..
 FP0242
 FP0242.The geoid height was determined by GEOID03.
 FP0242
 FP0242.The dynamic height is computed by dividing the NAVD 88
 FP0242.geopotential number by the normal gravity value computed on the
 FP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0242.degrees latitude (g = 980.6199 gals.).
 FP0242
 FP0242.The modeled gravity was interpolated from observed gravity values.
 FP0242
 FP0242;                    North         East    Units  Estimated Accuracy
 FP0242;SPC AZ E     -   479,540.      311,030.      MT  (+/- 180 meters Scaled)
 FP0242
 FP0242                          SUPERSEDED SURVEY CONTROL
 FP0242
 FP0242  NGVD 29 (??/??/92) 1907.472  (m)         6258.10   (f) ADJ UNCH    2 0
 FP0242
 FP0242.Superseded values are not recommended for survey control.
 FP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0242.See file dsdata.txt to determine how the superseded data were derived.
 FP0242
 FP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE733101(NAD 83)
 FP0242_MARKER: DR = REFERENCE MARK DISK
 FP0242_SETTING: 80 = SET IN A BOULDER
 FP0242_SP_SET: BOULDER
 FP0242_STAMPING: AA 6 NO 1 1959
 FP0242_MARK LOGO: CGS   
 FP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0242+STABILITY: SURFACE MOTION
 FP0242
 FP0242  HISTORY     - Date     Condition        Report By
 FP0242  HISTORY     - 1959     MONUMENTED       CGS
 FP0242  HISTORY     - 1983     GOOD             NGS
 FP0242
 FP0242                          STATION DESCRIPTION
 FP0242
 FP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0242'2.5 MI SW FROM LUPTON.
 FP0242'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0242'MILES TO A TRACK ROAD RIGHT, TURN ON THE TRACK ROAD AND GO NORTH 0.2
 FP0242'MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM TRACK
 FP0242'ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH FOR
 FP0242'ABOUT 2 MINUTES TO THE STATION CEMENTED IN A DRILL HOLE IN A BOULDER,
 FP0242'58 FEET NORTHWEST OF A CAIRN.
 FP0242
 FP0242                          STATION RECOVERY (1983)
 FP0242
 FP0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0240 ***********************************************************************
 FP0240  DESIGNATION -  AA 6 RM 2
 FP0240  PID         -  FP0240
 FP0240  STATE/COUNTY-  AZ/APACHE
 FP0240  USGS QUAD   -  LUPTON (1971)
 FP0240
 FP0240                         *CURRENT SURVEY CONTROL
 FP0240  ___________________________________________________________________
 FP0240* NAD 83(1986)-  35 19 10.     (N)    109 05 35.     (W)     SCALED    
 FP0240* NAVD 88     -      1907.295  (meters)    6257.52   (feet)  ADJUSTED  
 FP0240  ___________________________________________________________________
 FP0240  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0240  DYNAMIC HT  -        1904.608 (meters)    6248.70  (feet)  COMP
 FP0240  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0240
 FP0240  VERT ORDER  -  SECOND    CLASS 0
 FP0240
 FP0240.The horizontal coordinates were scaled from a topographic map and have
 FP0240.an estimated accuracy of +/- 6 seconds.
 FP0240
 FP0240.The orthometric height was determined by differential leveling
 FP0240.and adjusted by the National Geodetic Survey in June 1991..
 FP0240
 FP0240.The geoid height was determined by GEOID03.
 FP0240
 FP0240.The dynamic height is computed by dividing the NAVD 88
 FP0240.geopotential number by the normal gravity value computed on the
 FP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0240.degrees latitude (g = 980.6199 gals.).
 FP0240
 FP0240.The modeled gravity was interpolated from observed gravity values.
 FP0240
 FP0240;                    North         East    Units  Estimated Accuracy
 FP0240;SPC AZ E     -   479,540.      310,980.      MT  (+/- 180 meters Scaled)
 FP0240
 FP0240                          SUPERSEDED SURVEY CONTROL
 FP0240
 FP0240  NGVD 29 (??/??/92) 1906.310  (m)         6254.29   (f) ADJ UNCH    2 0
 FP0240
 FP0240.Superseded values are not recommended for survey control.
 FP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0240.See file dsdata.txt to determine how the superseded data were derived.
 FP0240
 FP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE733101(NAD 83)
 FP0240_MARKER: DR = REFERENCE MARK DISK
 FP0240_SETTING: 80 = SET IN A BOULDER
 FP0240_SP_SET: BOULDER
 FP0240_STAMPING: AA 6 NO 2 1959
 FP0240_MARK LOGO: CGS   
 FP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0240+STABILITY: SURFACE MOTION
 FP0240
 FP0240  HISTORY     - Date     Condition        Report By
 FP0240  HISTORY     - 1959     MONUMENTED       CGS
 FP0240  HISTORY     - 1983     GOOD             NGS
 FP0240
 FP0240                          STATION DESCRIPTION
 FP0240
 FP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0240'2.5 MI SW FROM LUPTON.
 FP0240'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0240'MILES TO A TRACK ROAD RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO NORTH
 FP0240'0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM
 FP0240'TRACK ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FP0240'FOR ABOUT 2 MINUTES TO THE STATION 52 FEET SOUTH OF A CAIRN CEMENTED
 FP0240'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 FP0240
 FP0240                          STATION RECOVERY (1983)
 FP0240
 FP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0574 ***********************************************************************
 FP0574  DESIGNATION -  AA 7
 FP0574  PID         -  FP0574
 FP0574  STATE/COUNTY-  AZ/APACHE
 FP0574  USGS QUAD   -  LUPTON (1971)
 FP0574
 FP0574                         *CURRENT SURVEY CONTROL
 FP0574  ___________________________________________________________________
 FP0574* NAD 83(1992)-  35 20 57.26465(N)    109 03 39.66300(W)     ADJUSTED  
 FP0574* NAVD 88     -      1957.0    (meters)    6421.     (feet)  VERTCON   
 FP0574  ___________________________________________________________________
 FP0574  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FP0574  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 FP0574
 FP0574  HORZ ORDER  -  SECOND
 FP0574
 FP0574.The horizontal coordinates were established by classical geodetic methods
 FP0574.and adjusted by the National Geodetic Survey in August 1993..
 FP0574
 FP0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0574
 FP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0574
 FP0574.The geoid height was determined by GEOID03.
 FP0574
 FP0574;                    North         East     Units Scale Factor Converg.
 FP0574;SPC AZ E     -   482,877.394   313,853.997   MT  1.00002442   +0 38 23.1
 FP0574;SPC AZ E     - 1,584,243.42  1,029,704.71   iFT  1.00002442   +0 38 23.1
 FP0574;SPC NM W     -   483,016.140   718,411.674   MT  1.00007007   -0 42 37.3
 FP0574;SPC NM W     - 1,584,695.45  2,356,988.97   sFT  1.00007007   -0 42 37.3
 FP0574;UTM  12      - 3,913,498.838   676,191.517   MT  0.99998258   +1 07 19.6
 FP0574
 FP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0574!SPC AZ E     -   0.99969634  x   1.00002442  =   0.99972076
 FP0574!SPC NM W     -   0.99969634  x   1.00007007  =   0.99976639
 FP0574!UTM  12      -   0.99969634  x   0.99998258  =   0.99967893
 FP0574
 FP0574:                Primary Azimuth Mark                     Grid Az
 FP0574:SPC AZ E     -  LINE                                     041 34 12.8
 FP0574:SPC NM W     -  LINE                                     042 55 13.2
 FP0574:UTM  12      -  LINE                                     041 05 16.3
 FP0574
 FP0574|---------------------------------------------------------------------|
 FP0574| PID    Reference Object                     Distance      Geod. Az  |
 FP0574|                                                           dddmmss.s |
 FP0574| FP0248 LINE                                APPROX. 1.9 KM 0421235.9 |
 FP0574| CD3910 AA 7 RM 1                             7.603 METERS 11254     |
 FP0574| CD3911 AA 7 RM 2                             7.818 METERS 32103     |
 FP0574|---------------------------------------------------------------------|
 FP0574
 FP0574                          SUPERSEDED SURVEY CONTROL
 FP0574
 FP0574  NAD 83(1986)-  35 20 57.26342(N)    109 03 39.66373(W) AD(       ) 2
 FP0574  NAD 27      -  35 20 57.17060(N)    109 03 37.33730(W) AD(       ) 2
 FP0574  NGVD 29 (07/19/86) 1956.0    (m)         6417.     (f) VERT ANG       
 FP0574
 FP0574.Superseded values are not recommended for survey control.
 FP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0574.See file dsdata.txt to determine how the superseded data were derived.
 FP0574
 FP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7619213499(NAD 83)
 FP0574_MARKER: DE = TRAVERSE STATION DISK
 FP0574_SETTING: 80 = SET IN A BOULDER
 FP0574_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0574
 FP0574  HISTORY     - Date     Condition        Report By
 FP0574  HISTORY     - 1959     MONUMENTED       CGS
 FP0574
 FP0574                          STATION DESCRIPTION
 FP0574
 FP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0574'THE STATION IS ABOUT 1/4 MILE NORTHWEST OF THE POST OFFICE
 FP0574'AT LUPTON ON A SANDSTONE RIDGE THAT BREAKS OFF SHARP TO
 FP0574'THE SOUTHEAST.
 FP0574'
 FP0574'TO REACH THE STATION FROM THE POST OFFICE AT LUPTON GO NORTHEAST
 FP0574'ON U.S. HIGHWAY 66 FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN
 FP0574'LEFT ACROSS A BIG WASH AND GO WEST ON TRACK ROAD FOR 0.2
 FP0574'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST
 FP0574'TO THE SUMMIT OF THE RIDGE THEN PACK SOUTHEAST ALONG THE
 FP0574'RIDGE TO THE STATION.  LENGTH OF PACK IS 1/2 HOUR.
 FP0574'
 FP0574'THE STATION MARK, STAMPED AA 7 1959, IS A STANDARD TRAVERSE
 FP0574'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A HUGE BOULDER.
 FP0574'IT IS 40 FEET SOUTH OF THE HIGHEST PART OF THE BOULDER AND
 FP0574'11 FEET NORTHWEST OF A CAIRN.
 FP0574'
 FP0574'REFERENCE MARK NO. 1, STAMPED AA 7 NO 1 1959, IS A STANDARD
 FP0574'DISK CEMENTED IN A DRILL HOLE IN THE BOULDER.  IT IS 19 FEET
 FP0574'EAST OF THE CAIRN AND 3 FEET BELOW STATION ELEVATION.
 FP0574'
 FP0574'REFERENCE MARK NO. 2, STAMPED AA 7 NO 2 1959, IS A STANDARD
 FP0574'DISK CEMENTED IN A DRILL HOLE IN THE BOULDER.  IT IS 37
 FP0574'FEET NORTHWEST OF THE CAIRN AND 1 FOOT ABOVE STATION ELEVATION.
 FP0574'
 FP0574'TRAVERSE STATION LINE WILL SERVE AS AN AZIMUTH MARK,
 FP0574'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2276 ***********************************************************************
 CZ2276  DESIGNATION -  AB 43
 CZ2276  PID         -  CZ2276
 CZ2276  STATE/COUNTY-  AZ/PINAL
 CZ2276  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2276
 CZ2276                         *CURRENT SURVEY CONTROL
 CZ2276  ___________________________________________________________________
 CZ2276* NAD 83(1992)-  32 53 37.33156(N)    111 47 29.10476(W)     ADJUSTED  
 CZ2276* NAVD 88     -       416.73   (+/-2cm)    1367.2    (feet)  VERTCON   
 CZ2276  ___________________________________________________________________
 CZ2276  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2276  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2276
 CZ2276  HORZ ORDER  -  FIRST
 CZ2276  VERT ORDER  -  THIRD ? (See Below)
 CZ2276
 CZ2276.The horizontal coordinates were established by classical geodetic methods
 CZ2276.and adjusted by the National Geodetic Survey in August 1993..
 CZ2276
 CZ2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2276.The vertical order pertains to the NGVD 29 superseded value.
 CZ2276
 CZ2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2276
 CZ2276.The geoid height was determined by GEOID03.
 CZ2276
 CZ2276;                    North         East     Units Scale Factor Converg.
 CZ2276;SPC AZ C     -   209,970.989   225,077.739   MT  0.99990169   +0 04 04.9
 CZ2276;SPC AZ C     -   688,881.20    738,444.03   iFT  0.99990169   +0 04 04.9
 CZ2276;UTM  12      - 3,639,780.616   425,979.531   MT  0.99966756   -0 25 47.4
 CZ2276
 CZ2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2276!SPC AZ C     -   0.99993931  x   0.99990169  =   0.99984101
 CZ2276!UTM  12      -   0.99993931  x   0.99966756  =   0.99960689
 CZ2276
 CZ2276:                Primary Azimuth Mark                     Grid Az
 CZ2276:SPC AZ C     -  AC 43X                                   066 07 46.3
 CZ2276:UTM  12      -  AC 43X                                   066 37 38.6
 CZ2276
 CZ2276|---------------------------------------------------------------------|
 CZ2276| PID    Reference Object                     Distance      Geod. Az  |
 CZ2276|                                                           dddmmss.s |
 CZ2276| CZ2272 AC 43X                              APPROX. 2.0 KM 0661151.2 |
 CZ2276| CH4699 AB 43 RM E                            8.837 METERS 08930     |
 CZ2276| CH4700 AB 43 RM S                            8.841 METERS 17933     |
 CZ2276|---------------------------------------------------------------------|
 CZ2276
 CZ2276                          SUPERSEDED SURVEY CONTROL
 CZ2276
 CZ2276  NAD 83(1986)-  32 53 37.32545(N)    111 47 29.10620(W) AD(       ) 1
 CZ2276  NAD 27      -  32 53 37.13215(N)    111 47 26.63223(W) AD(       ) 1
 CZ2276  NGVD 29 (07/19/86)  416.10   (m)         1365.2    (f) LEVELING    3  
 CZ2276
 CZ2276.Superseded values are not recommended for survey control.
 CZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2276.See file dsdata.txt to determine how the superseded data were derived.
 CZ2276
 CZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2598039781(NAD 83)
 CZ2276_MARKER: DD = SURVEY DISK
 CZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2276
 CZ2276  HISTORY     - Date     Condition        Report By
 CZ2276  HISTORY     - 1967     MONUMENTED       DMA
 CZ2276
 CZ2276                          STATION DESCRIPTION
 CZ2276
 CZ2276'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2276'T-6-S.  R-5-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2276'
 CZ2276'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2276'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2276'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2276'MARK IS STAMPED--AB 43 1967 ARMY MAP SERVICE.
 CZ2276'
 CZ2276'THE STATION MARK IS LOCATED 59 FEET SOUTH OF THE EAST-WEST
 CZ2276'POWERLINE.  87 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  43
 CZ2276'FEET EAST OF THE NORTH-SOUTH FENCE.  46 FEET EAST OF THE
 CZ2276'NORTH-SOUTH POWERLINE.  70 FEET EAST OF THE CENTERLINE OF
 CZ2276'NORTH-SOUTH ROAD.
 CZ2276'
 CZ2276'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2276'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2276'(BURRIS ROAD).  TURN RIGHT AND GO NORTH ON BURRIS ROAD FOR 1.0
 CZ2276'MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2277 ***********************************************************************
 CZ2277  DESIGNATION -  AB 44
 CZ2277  PID         -  CZ2277
 CZ2277  STATE/COUNTY-  AZ/PINAL
 CZ2277  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2277
 CZ2277                         *CURRENT SURVEY CONTROL
 CZ2277  ___________________________________________________________________
 CZ2277* NAD 83(1992)-  32 52 44.96080(N)    111 47 30.24681(W)     ADJUSTED  
 CZ2277* NAVD 88     -       419.74   (+/-2cm)    1377.1    (feet)  VERTCON   
 CZ2277  ___________________________________________________________________
 CZ2277  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2277  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2277
 CZ2277  HORZ ORDER  -  FIRST
 CZ2277  VERT ORDER  -  THIRD ? (See Below)
 CZ2277
 CZ2277.The horizontal coordinates were established by classical geodetic methods
 CZ2277.and adjusted by the National Geodetic Survey in August 1993..
 CZ2277
 CZ2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2277.The vertical order pertains to the NGVD 29 superseded value.
 CZ2277
 CZ2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2277
 CZ2277.The geoid height was determined by GEOID03.
 CZ2277
 CZ2277;                    North         East     Units Scale Factor Converg.
 CZ2277;SPC AZ C     -   208,357.768   225,049.970   MT  0.99990168   +0 04 04.2
 CZ2277;SPC AZ C     -   683,588.48    738,352.92   iFT  0.99990168   +0 04 04.2
 CZ2277;UTM  12      - 3,638,168.074   425,937.758   MT  0.99966763   -0 25 47.4
 CZ2277
 CZ2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2277!SPC AZ C     -   0.99993884  x   0.99990168  =   0.99984053
 CZ2277!UTM  12      -   0.99993884  x   0.99966763  =   0.99960649
 CZ2277
 CZ2277:                Primary Azimuth Mark                     Grid Az
 CZ2277:SPC AZ C     -  AC 43X                                   037 11 39.0
 CZ2277:UTM  12      -  AC 43X                                   037 41 30.6
 CZ2277
 CZ2277|---------------------------------------------------------------------|
 CZ2277| PID    Reference Object                     Distance      Geod. Az  |
 CZ2277|                                                           dddmmss.s |
 CZ2277| CZ2272 AC 43X                              APPROX. 3.0 KM 0371543.2 |
 CZ2277| CH4701 AB 44 RM E                            8.836 METERS 08945     |
 CZ2277| CH4702 AB 44 RM S                            8.833 METERS 17940     |
 CZ2277|---------------------------------------------------------------------|
 CZ2277
 CZ2277                          SUPERSEDED SURVEY CONTROL
 CZ2277
 CZ2277  NAD 83(1986)-  32 52 44.95469(N)    111 47 30.24811(W) AD(       ) 1
 CZ2277  NAD 27      -  32 52 44.75989(N)    111 47 27.77550(W) AD(       ) 1
 CZ2277  NGVD 29 (07/19/86)  419.11   (m)         1375.0    (f) LEVELING    3  
 CZ2277
 CZ2277.Superseded values are not recommended for survey control.
 CZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2277.See file dsdata.txt to determine how the superseded data were derived.
 CZ2277
 CZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2593838168(NAD 83)
 CZ2277_MARKER: DD = SURVEY DISK
 CZ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2277
 CZ2277  HISTORY     - Date     Condition        Report By
 CZ2277  HISTORY     - 1967     MONUMENTED       DMA
 CZ2277
 CZ2277                          STATION DESCRIPTION
 CZ2277
 CZ2277'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2277'T-6-S.  R-5-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2277'
 CZ2277'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2277'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2277'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2277'IS STAMPED--AB 44 1967 ARMY MAP SERVICE.
 CZ2277'
 CZ2277'THE STATION MARK IS LOCATED 52 FEET SOUTH OF EAST-WEST FENCE.  50
 CZ2277'FEET WEST OF NORTH-SOUTH FENCE.  51 FEET WEST OF POWERLINE.  57
 CZ2277'FEET SOUTH OF POWERLINE.  103 FEET SOUTH OF THE CENTERLINE
 CZ2277'OF EAST-WEST HIGHWAY.  81 FEET WEST OF THE CENTERLINE OF
 CZ2277'NORTH-SOUTH ROAD.
 CZ2277'
 CZ2277'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2277'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2277'(BURRIS ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2317 ***********************************************************************
 CZ2317  DESIGNATION -  AB 45
 CZ2317  PID         -  CZ2317
 CZ2317  STATE/COUNTY-  AZ/PINAL
 CZ2317  USGS QUAD   -  CHUICHU (1992)
 CZ2317
 CZ2317                         *CURRENT SURVEY CONTROL
 CZ2317  ___________________________________________________________________
 CZ2317* NAD 83(1992)-  32 51 50.87634(N)    111 47 30.74140(W)     ADJUSTED  
 CZ2317* NAVD 88     -       422.14   (+/-2cm)    1385.0    (feet)  VERTCON   
 CZ2317  ___________________________________________________________________
 CZ2317  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CZ2317  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2317
 CZ2317  HORZ ORDER  -  FIRST
 CZ2317  VERT ORDER  -  THIRD ? (See Below)
 CZ2317
 CZ2317.The horizontal coordinates were established by classical geodetic methods
 CZ2317.and adjusted by the National Geodetic Survey in August 1993..
 CZ2317
 CZ2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2317.The vertical order pertains to the NGVD 29 superseded value.
 CZ2317
 CZ2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2317
 CZ2317.The geoid height was determined by GEOID03.
 CZ2317
 CZ2317;                    North         East     Units Scale Factor Converg.
 CZ2317;SPC AZ C     -   206,691.783   225,039.084   MT  0.99990168   +0 04 03.8
 CZ2317;SPC AZ C     -   678,122.65    738,317.20   iFT  0.99990168   +0 04 03.8
 CZ2317;UTM  12      - 3,636,502.637   425,912.412   MT  0.99966768   -0 25 47.0
 CZ2317
 CZ2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2317!SPC AZ C     -   0.99993847  x   0.99990168  =   0.99984016
 CZ2317!UTM  12      -   0.99993847  x   0.99966768  =   0.99960617
 CZ2317
 CZ2317|---------------------------------------------------------------------|
 CZ2317| PID    Reference Object                     Distance      Geod. Az  |
 CZ2317|                                                           dddmmss.s |
 CZ2317| CH4703 AB 45 RM E                            8.839 METERS 08906     |
 CZ2317| CZ2287 SIERRA                              APPROX. 2.4 KM 1540111.9 |
 CZ2317| CH4704 AB 45 RM S                            8.835 METERS 17905     |
 CZ2317|---------------------------------------------------------------------|
 CZ2317
 CZ2317                          SUPERSEDED SURVEY CONTROL
 CZ2317
 CZ2317  NAD 83(1986)-  32 51 50.87024(N)    111 47 30.74254(W) AD(       ) 1
 CZ2317  NAD 27      -  32 51 50.67399(N)    111 47 28.27073(W) AD(       ) 1
 CZ2317  NGVD 29 (07/19/86)  421.52   (m)         1382.9    (f) LEVELING    3  
 CZ2317
 CZ2317.Superseded values are not recommended for survey control.
 CZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2317.See file dsdata.txt to determine how the superseded data were derived.
 CZ2317
 CZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2591236503(NAD 83)
 CZ2317_MARKER: DD = SURVEY DISK
 CZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2317
 CZ2317  HISTORY     - Date     Condition        Report By
 CZ2317  HISTORY     - 1967     MONUMENTED       DMA
 CZ2317
 CZ2317                          STATION DESCRIPTION
 CZ2317
 CZ2317'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2317'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE NORTHEAST CORNER.
 CZ2317'
 CZ2317'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2317'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2317'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2317'MARK IS STAMPED--AB 45 1967 ARMY MAP SERVICE.
 CZ2317'
 CZ2317'THE STATION MARK IS LOCATED 170 FEET SOUTH OF THE EAST-WEST
 CZ2317'POWERLINE.  196 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  73
 CZ2317'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  44 FEET
 CZ2317'WEST OF THE NORTH-SOUTH FENCE.  30 FEET WEST OF THE NORTH-SOUTH
 CZ2317'FIELD ROAD.
 CZ2317'
 CZ2317'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2317'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2317'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 1.0
 CZ2317'MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2318 ***********************************************************************
 CZ2318  DESIGNATION -  AB 46
 CZ2318  PID         -  CZ2318
 CZ2318  STATE/COUNTY-  AZ/PINAL
 CZ2318  USGS QUAD   -  CHUICHU (1992)
 CZ2318
 CZ2318                         *CURRENT SURVEY CONTROL
 CZ2318  ___________________________________________________________________
 CZ2318* NAD 83(1992)-  32 51 02.77119(N)    111 47 30.76511(W)     ADJUSTED  
 CZ2318* NAVD 88     -       423.03   (+/-2cm)    1387.9    (feet)  VERTCON   
 CZ2318  ___________________________________________________________________
 CZ2318  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ2318  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2318
 CZ2318  HORZ ORDER  -  FIRST
 CZ2318  VERT ORDER  -  THIRD ? (See Below)
 CZ2318
 CZ2318.The horizontal coordinates were established by classical geodetic methods
 CZ2318.and adjusted by the National Geodetic Survey in August 1993..
 CZ2318
 CZ2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2318.The vertical order pertains to the NGVD 29 superseded value.
 CZ2318
 CZ2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2318
 CZ2318.The geoid height was determined by GEOID03.
 CZ2318
 CZ2318;                    North         East     Units Scale Factor Converg.
 CZ2318;SPC AZ C     -   205,209.998   225,040.218   MT  0.99990168   +0 04 03.7
 CZ2318;SPC AZ C     -   673,261.15    738,320.93   iFT  0.99990168   +0 04 03.7
 CZ2318;UTM  12      - 3,635,021.244   425,900.687   MT  0.99966770   -0 25 46.5
 CZ2318
 CZ2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2318!SPC AZ C     -   0.99993833  x   0.99990168  =   0.99984002
 CZ2318!UTM  12      -   0.99993833  x   0.99966770  =   0.99960605
 CZ2318
 CZ2318|---------------------------------------------------------------------|
 CZ2318| PID    Reference Object                     Distance      Geod. Az  |
 CZ2318|                                                           dddmmss.s |
 CZ2318| CH4705 AB 46 RM E                            8.835 METERS 08924     |
 CZ2318| CZ2047 CASA GRANDE 2                       APPROX. 8.1 KM 1145434.0 |
 CZ2318| CH4706 AB 46 RM S                            8.828 METERS 17925     |
 CZ2318|---------------------------------------------------------------------|
 CZ2318
 CZ2318                          SUPERSEDED SURVEY CONTROL
 CZ2318
 CZ2318  NAD 83(1986)-  32 51 02.76508(N)    111 47 30.76617(W) AD(       ) 1
 CZ2318  NAD 27      -  32 51 02.56732(N)    111 47 28.29600(W) AD(       ) 1
 CZ2318  NGVD 29 (07/19/86)  422.41   (m)         1385.9    (f) LEVELING    3  
 CZ2318
 CZ2318.Superseded values are not recommended for survey control.
 CZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2318.See file dsdata.txt to determine how the superseded data were derived.
 CZ2318
 CZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2590135021(NAD 83)
 CZ2318_MARKER: DD = SURVEY DISK
 CZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2318
 CZ2318  HISTORY     - Date     Condition        Report By
 CZ2318  HISTORY     - 1967     MONUMENTED       DMA
 CZ2318
 CZ2318                          STATION DESCRIPTION
 CZ2318
 CZ2318'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2318'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE SOUTHEAST CORNER.
 CZ2318'
 CZ2318'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2318'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2318'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2318'MARK IS STAMPED--AB 46 1967 ARMY MAP SERVICE.
 CZ2318'
 CZ2318'THE STATION MARK IS LOCATED 78 FEET WEST OF THE CENTERLINE OF
 CZ2318'NORTH-SOUTH ROAD.  173 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2318'DITCH ROAD.  195 FEET NORTH OF THE CENTERLINE OF EAST-WEST DITCH.
 CZ2318'
 CZ2318'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2318'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2318'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 2.0
 CZ2318'MILES TO A CROSSROAD (SELMA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2313 ***********************************************************************
 CZ2313  DESIGNATION -  AB 47
 CZ2313  PID         -  CZ2313
 CZ2313  STATE/COUNTY-  AZ/PINAL
 CZ2313  USGS QUAD   -  CHUICHU (1992)
 CZ2313
 CZ2313                         *CURRENT SURVEY CONTROL
 CZ2313  ___________________________________________________________________
 CZ2313* NAD 83(1992)-  32 50 09.49945(N)    111 47 28.41592(W)     ADJUSTED  
 CZ2313* NAVD 88     -       426.21   (+/-2cm)    1398.3    (feet)  VERTCON   
 CZ2313  ___________________________________________________________________
 CZ2313  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ2313  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2313
 CZ2313  HORZ ORDER  -  FIRST
 CZ2313  VERT ORDER  -  THIRD ? (See Below)
 CZ2313
 CZ2313.The horizontal coordinates were established by classical geodetic methods
 CZ2313.and adjusted by the National Geodetic Survey in August 1993..
 CZ2313
 CZ2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2313.The vertical order pertains to the NGVD 29 superseded value.
 CZ2313
 CZ2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2313
 CZ2313.The geoid height was determined by GEOID03.
 CZ2313
 CZ2313;                    North         East     Units Scale Factor Converg.
 CZ2313;SPC AZ C     -   203,569.142   225,103.246   MT  0.99990170   +0 04 04.9
 CZ2313;SPC AZ C     -   667,877.76    738,527.71   iFT  0.99990170   +0 04 04.9
 CZ2313;UTM  12      - 3,633,380.287   425,949.463   MT  0.99966761   -0 25 44.6
 CZ2313
 CZ2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2313!SPC AZ C     -   0.99993783  x   0.99990170  =   0.99983954
 CZ2313!UTM  12      -   0.99993783  x   0.99966761  =   0.99960546
 CZ2313
 CZ2313|---------------------------------------------------------------------|
 CZ2313| PID    Reference Object                     Distance      Geod. Az  |
 CZ2313|                                                           dddmmss.s |
 CZ2313| CH4707 AB 47 RM E                            8.836 METERS 08926     |
 CZ2313| CZ2047 CASA GRANDE 2                       APPROX. 7.5 KM 1034147.3 |
 CZ2313| CH4708 AB 47 RM S                            8.842 METERS 17924     |
 CZ2313|---------------------------------------------------------------------|
 CZ2313
 CZ2313                          SUPERSEDED SURVEY CONTROL
 CZ2313
 CZ2313  NAD 83(1986)-  32 50 09.49333(N)    111 47 28.41686(W) AD(       ) 1
 CZ2313  NAD 27      -  32 50 09.29388(N)    111 47 25.94822(W) AD(       ) 1
 CZ2313  NGVD 29 (07/19/86)  425.60   (m)         1396.3    (f) LEVELING    3  
 CZ2313
 CZ2313.Superseded values are not recommended for survey control.
 CZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2313.See file dsdata.txt to determine how the superseded data were derived.
 CZ2313
 CZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2594933380(NAD 83)
 CZ2313_MARKER: DD = SURVEY DISK
 CZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2313
 CZ2313  HISTORY     - Date     Condition        Report By
 CZ2313  HISTORY     - 1967     MONUMENTED       DMA
 CZ2313
 CZ2313                          STATION DESCRIPTION
 CZ2313
 CZ2313'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2313'T-7-S.  R-5-E.  IN SECTION 1 NEAR THE SOUTHWEST CORNER.
 CZ2313'
 CZ2313'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2313'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2313'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2313'MARK IS STAMPED--AB 47 1967 ARMY MAP SERVICE.
 CZ2313'
 CZ2313'THE STATION MARK IS LOCATED 169 FEET EAST OF THE CENTERLINE
 CZ2313'OF NORTH-SOUTH ROAD.  96 FEET NORTH OF THE EAST-WEST SECTION
 CZ2313'LINE.  126.4 FEET NORTHEAST OF THE SECTION CORNER.
 CZ2313'
 CZ2313'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2313'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2313'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 3.0
 CZ2313'MILES TO CROSSROAD (CORNMAN ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2314 ***********************************************************************
 CZ2314  DESIGNATION -  AB 48
 CZ2314  PID         -  CZ2314
 CZ2314  STATE/COUNTY-  AZ/PINAL
 CZ2314  USGS QUAD   -  CHUICHU (1992)
 CZ2314
 CZ2314                         *CURRENT SURVEY CONTROL
 CZ2314  ___________________________________________________________________
 CZ2314* NAD 83(1992)-  32 49 16.99591(N)    111 47 29.03375(W)     ADJUSTED  
 CZ2314* NAVD 88     -       428.48   (+/-2cm)    1405.8    (feet)  VERTCON   
 CZ2314  ___________________________________________________________________
 CZ2314  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ2314  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2314
 CZ2314  HORZ ORDER  -  FIRST
 CZ2314  VERT ORDER  -  THIRD ? (See Below)
 CZ2314
 CZ2314.The horizontal coordinates were established by classical geodetic methods
 CZ2314.and adjusted by the National Geodetic Survey in August 1993..
 CZ2314
 CZ2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2314.The vertical order pertains to the NGVD 29 superseded value.
 CZ2314
 CZ2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2314
 CZ2314.The geoid height was determined by GEOID03.
 CZ2314
 CZ2314;                    North         East     Units Scale Factor Converg.
 CZ2314;SPC AZ C     -   201,951.862   225,089.097   MT  0.99990170   +0 04 04.4
 CZ2314;SPC AZ C     -   662,571.73    738,481.29   iFT  0.99990170   +0 04 04.4
 CZ2314;UTM  12      - 3,631,763.569   425,921.293   MT  0.99966766   -0 25 44.3
 CZ2314
 CZ2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2314!SPC AZ C     -   0.99993748  x   0.99990170  =   0.99983919
 CZ2314!UTM  12      -   0.99993748  x   0.99966766  =   0.99960516
 CZ2314
 CZ2314|---------------------------------------------------------------------|
 CZ2314| PID    Reference Object                     Distance      Geod. Az  |
 CZ2314|                                                           dddmmss.s |
 CZ2314| CH4709 AB 48 RM E                            8.840 METERS 08857     |
 CZ2314| CZ2047 CASA GRANDE 2                       APPROX. 7.3 KM 0911645.4 |
 CZ2314| CH4710 AB 48 RM S                            8.838 METERS 17851     |
 CZ2314|---------------------------------------------------------------------|
 CZ2314
 CZ2314                          SUPERSEDED SURVEY CONTROL
 CZ2314
 CZ2314  NAD 83(1986)-  32 49 16.98978(N)    111 47 29.03456(W) AD(       ) 1
 CZ2314  NAD 27      -  32 49 16.78889(N)    111 47 26.56726(W) AD(       ) 1
 CZ2314  NGVD 29 (07/19/86)  427.86   (m)         1403.7    (f) LEVELING    3  
 CZ2314
 CZ2314.Superseded values are not recommended for survey control.
 CZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2314.See file dsdata.txt to determine how the superseded data were derived.
 CZ2314
 CZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2592131764(NAD 83)
 CZ2314_MARKER: DD = SURVEY DISK
 CZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2314
 CZ2314  HISTORY     - Date     Condition        Report By
 CZ2314  HISTORY     - 1967     MONUMENTED       DMA
 CZ2314
 CZ2314                          STATION DESCRIPTION
 CZ2314
 CZ2314'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2314'T-7-S.  R-5-E.  IN SECTION 12 NEAR THE SOUTHWEST CORNER.
 CZ2314'
 CZ2314'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2314'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2314'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2314'MARK IS STAMPED--AB 48 1967 ARMY MAP SERVICE.
 CZ2314'
 CZ2314'THE STATION MARK IS LOCATED 80 FEET NORTH OF THE EXTENDED
 CZ2314'CENTERLINE OF ROAD EAST.  120 FEET EAST OF THE CENTERLINE OF
 CZ2314'NORTH-SOUTH ROAD.
 CZ2314'
 CZ2314'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2314'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2314'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 4.0 MILES
 CZ2314'TO A T ROAD EAST (HANNA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2320 ***********************************************************************
 CZ2320  DESIGNATION -  AB 49
 CZ2320  PID         -  CZ2320
 CZ2320  STATE/COUNTY-  AZ/PINAL
 CZ2320  USGS QUAD   -  CHUICHU (1992)
 CZ2320
 CZ2320                         *CURRENT SURVEY CONTROL
 CZ2320  ___________________________________________________________________
 CZ2320* NAD 83(1992)-  32 48 20.03976(N)    111 47 31.72795(W)     ADJUSTED  
 CZ2320* NAVD 88     -       432.70   (+/-2cm)    1419.6    (feet)  VERTCON   
 CZ2320  ___________________________________________________________________
 CZ2320  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2320  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2320
 CZ2320  HORZ ORDER  -  FIRST
 CZ2320  VERT ORDER  -  THIRD ? (See Below)
 CZ2320
 CZ2320.The horizontal coordinates were established by classical geodetic methods
 CZ2320.and adjusted by the National Geodetic Survey in August 1993..
 CZ2320
 CZ2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2320.The vertical order pertains to the NGVD 29 superseded value.
 CZ2320
 CZ2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2320
 CZ2320.The geoid height was determined by GEOID03.
 CZ2320
 CZ2320;                    North         East     Units Scale Factor Converg.
 CZ2320;SPC AZ C     -   200,197.369   225,021.090   MT  0.99990168   +0 04 02.9
 CZ2320;SPC AZ C     -   656,815.52    738,258.17   iFT  0.99990168   +0 04 02.9
 CZ2320;UTM  12      - 3,630,010.142   425,838.096   MT  0.99966782   -0 25 45.1
 CZ2320
 CZ2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2320!SPC AZ C     -   0.99993682  x   0.99990168  =   0.99983850
 CZ2320!UTM  12      -   0.99993682  x   0.99966782  =   0.99960466
 CZ2320
 CZ2320:                Primary Azimuth Mark                     Grid Az
 CZ2320:SPC AZ C     -  CASA GRANDE 2                            077 47 18.6
 CZ2320:UTM  12      -  CASA GRANDE 2                            078 17 06.6
 CZ2320
 CZ2320|---------------------------------------------------------------------|
 CZ2320| PID    Reference Object                     Distance      Geod. Az  |
 CZ2320|                                                           dddmmss.s |
 CZ2320| CZ2047 CASA GRANDE 2                       APPROX. 7.6 KM 0775121.5 |
 CZ2320| CH4711 AB 49 RM E                            8.844 METERS 08843     |
 CZ2320| CH4712 AB 49 RM S                            8.843 METERS 18841     |
 CZ2320|---------------------------------------------------------------------|
 CZ2320
 CZ2320                          SUPERSEDED SURVEY CONTROL
 CZ2320
 CZ2320  NAD 83(1986)-  32 48 20.03362(N)    111 47 31.72863(W) AD(       ) 1
 CZ2320  NAD 27      -  32 48 19.83131(N)    111 47 29.26262(W) AD(       ) 1
 CZ2320  NGVD 29 (07/19/86)  432.09   (m)         1417.6    (f) LEVELING    3  
 CZ2320
 CZ2320.Superseded values are not recommended for survey control.
 CZ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2320.See file dsdata.txt to determine how the superseded data were derived.
 CZ2320
 CZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2583830010(NAD 83)
 CZ2320_MARKER: DD = SURVEY DISK
 CZ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2320
 CZ2320  HISTORY     - Date     Condition        Report By
 CZ2320  HISTORY     - 1966     MONUMENTED       DMA
 CZ2320
 CZ2320                          STATION DESCRIPTION
 CZ2320
 CZ2320'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2320'T-7-S.  R-5-E.  IN SECTION 23 NEAR THE NORTHEAST CORNER.
 CZ2320'
 CZ2320'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2320'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2320'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2320'MARK IS STAMPED--AB 49 1966 ARMY MAP SERVICE.
 CZ2320'
 CZ2320'THE STATION MARK IS LOCATED 398 FEET SOUTH OF THE POWER LINE.  385
 CZ2320'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  86
 CZ2320'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  65 FEET
 CZ2320'SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE.  399.7 FEET SOUTHWEST
 CZ2320'OF THE SECTION CORNER.
 CZ2320'
 CZ2320'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2320'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2320'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2320'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 4.9 MILES TO
 CZ2320'CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO CROSSROAD
 CZ2320'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2319 ***********************************************************************
 CZ2319  DESIGNATION -  AB 50
 CZ2319  PID         -  CZ2319
 CZ2319  STATE/COUNTY-  AZ/PINAL
 CZ2319  USGS QUAD   -  CHUICHU (1992)
 CZ2319
 CZ2319                         *CURRENT SURVEY CONTROL
 CZ2319  ___________________________________________________________________
 CZ2319* NAD 83(1992)-  32 47 31.10104(N)    111 47 30.92366(W)     ADJUSTED  
 CZ2319* NAVD 88     -       435.26   (+/-2cm)    1428.0    (feet)  VERTCON   
 CZ2319  ___________________________________________________________________
 CZ2319  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2319  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2319
 CZ2319  HORZ ORDER  -  FIRST
 CZ2319  VERT ORDER  -  THIRD ? (See Below)
 CZ2319
 CZ2319.The horizontal coordinates were established by classical geodetic methods
 CZ2319.and adjusted by the National Geodetic Survey in August 1993..
 CZ2319
 CZ2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2319.The vertical order pertains to the NGVD 29 superseded value.
 CZ2319
 CZ2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2319
 CZ2319.The geoid height was determined by GEOID03.
 CZ2319
 CZ2319;                    North         East     Units Scale Factor Converg.
 CZ2319;SPC AZ C     -   198,689.947   225,043.790   MT  0.99990168   +0 04 03.2
 CZ2319;SPC AZ C     -   651,869.90    738,332.64   iFT  0.99990168   +0 04 03.2
 CZ2319;UTM  12      - 3,628,502.932   425,847.729   MT  0.99966780   -0 25 44.1
 CZ2319
 CZ2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2319!SPC AZ C     -   0.99993642  x   0.99990168  =   0.99983810
 CZ2319!UTM  12      -   0.99993642  x   0.99966780  =   0.99960424
 CZ2319
 CZ2319|---------------------------------------------------------------------|
 CZ2319| PID    Reference Object                     Distance      Geod. Az  |
 CZ2319|                                                           dddmmss.s |
 CZ2319| CH4713 AB 50 RM E                            8.832 METERS 08905     |
 CZ2319| CZ2286 CHUI                                APPROX. 3.6 KM 1712203.1 |
 CZ2319| CH4714 AB 50 RM S                            8.832 METERS 17905     |
 CZ2319|---------------------------------------------------------------------|
 CZ2319
 CZ2319                          SUPERSEDED SURVEY CONTROL
 CZ2319
 CZ2319  NAD 83(1986)-  32 47 31.09491(N)    111 47 30.92423(W) AD(       ) 1
 CZ2319  NAD 27      -  32 47 30.89130(N)    111 47 28.45941(W) AD(       ) 1
 CZ2319  NGVD 29 (07/19/86)  434.65   (m)         1426.0    (f) LEVELING    3  
 CZ2319
 CZ2319.Superseded values are not recommended for survey control.
 CZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2319.See file dsdata.txt to determine how the superseded data were derived.
 CZ2319
 CZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2584828503(NAD 83)
 CZ2319_MARKER: DD = SURVEY DISK
 CZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2319
 CZ2319  HISTORY     - Date     Condition        Report By
 CZ2319  HISTORY     - 1966     MONUMENTED       DMA
 CZ2319
 CZ2319                          STATION DESCRIPTION
 CZ2319
 CZ2319'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2319'T-7-S.  R-5-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2319'
 CZ2319'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2319'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2319'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2319'MARK IS STAMPED--AB 50 1966 ARMY MAP SERVICE.
 CZ2319'
 CZ2319'THE MARK IS LOCATED 85 FEET SOUTH OF THE CENTERLINE OF
 CZ2319'EAST-WEST TRAIL AND 66 FEET SOUTH OF EAST-WEST BOUNDARY FENCE.
 CZ2319'
 CZ2319'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2319'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD.  TURN
 CZ2319'LEFT AND GO SOUTH FOR 6.0 MILES TO A T ROAD WEST.  TURN RIGHT AND
 CZ2319'GO WEST FOR 1.0 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2315 ***********************************************************************
 CZ2315  DESIGNATION -  AB 51
 CZ2315  PID         -  CZ2315
 CZ2315  STATE/COUNTY-  AZ/PINAL
 CZ2315  USGS QUAD   -  CHUICHU (1992)
 CZ2315
 CZ2315                         *CURRENT SURVEY CONTROL
 CZ2315  ___________________________________________________________________
 CZ2315* NAD 83(1992)-  32 46 39.84069(N)    111 47 29.32653(W)     ADJUSTED  
 CZ2315* NAVD 88     -       438.78   (+/-2cm)    1439.6    (feet)  VERTCON   
 CZ2315  ___________________________________________________________________
 CZ2315  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CZ2315  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2315
 CZ2315  HORZ ORDER  -  FIRST
 CZ2315  VERT ORDER  -  THIRD ? (See Below)
 CZ2315
 CZ2315.The horizontal coordinates were established by classical geodetic methods
 CZ2315.and adjusted by the National Geodetic Survey in August 1993..
 CZ2315
 CZ2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2315.The vertical order pertains to the NGVD 29 superseded value.
 CZ2315
 CZ2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2315
 CZ2315.The geoid height was determined by GEOID03.
 CZ2315
 CZ2315;                    North         East     Units Scale Factor Converg.
 CZ2315;SPC AZ C     -   197,111.039   225,087.211   MT  0.99990170   +0 04 04.0
 CZ2315;SPC AZ C     -   646,689.76    738,475.10   iFT  0.99990170   +0 04 04.0
 CZ2315;UTM  12      - 3,626,924.077   425,877.463   MT  0.99966774   -0 25 42.6
 CZ2315
 CZ2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2315!SPC AZ C     -   0.99993587  x   0.99990170  =   0.99983757
 CZ2315!UTM  12      -   0.99993587  x   0.99966774  =   0.99960363
 CZ2315
 CZ2315|---------------------------------------------------------------------|
 CZ2315| PID    Reference Object                     Distance      Geod. Az  |
 CZ2315|                                                           dddmmss.s |
 CZ2315| CH4715 AB 51 RM E                            8.837 METERS 08904     |
 CZ2315| CZ2286 CHUI                                APPROX. 2.0 KM 1654607.4 |
 CZ2315| CH4716 AB 51 RM S                            8.834 METERS 17903     |
 CZ2315|---------------------------------------------------------------------|
 CZ2315
 CZ2315                          SUPERSEDED SURVEY CONTROL
 CZ2315
 CZ2315  NAD 83(1986)-  32 46 39.83455(N)    111 47 29.32698(W) AD(       ) 1
 CZ2315  NAD 27      -  32 46 39.62977(N)    111 47 26.86316(W) AD(       ) 1
 CZ2315  NGVD 29 (07/19/86)  438.17   (m)         1437.6    (f) LEVELING    3  
 CZ2315
 CZ2315.Superseded values are not recommended for survey control.
 CZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2315.See file dsdata.txt to determine how the superseded data were derived.
 CZ2315
 CZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2587726924(NAD 83)
 CZ2315_MARKER: DD = SURVEY DISK
 CZ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2315
 CZ2315  HISTORY     - Date     Condition        Report By
 CZ2315  HISTORY     - 1966     MONUMENTED       DMA
 CZ2315
 CZ2315                          STATION DESCRIPTION
 CZ2315
 CZ2315'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2315'T-7-S.  R-5-E.  IN SECTION 25 NEAR THE SOUTHWEST CORNER.
 CZ2315'
 CZ2315'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2315'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2315'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2315'MARK IS STAMPED--AB 51 1966 ARMY MAP SERVICE.
 CZ2315'
 CZ2315'THE STATION MARK IS LOCATED 102 FEET NORTHEAST OF THE SECTION
 CZ2315'CORNER.  55 FEET SOUTH OF A LARGE BUSH.  57 FEET SOUTHWEST
 CZ2315'OF A BUSH AT THE NORTHWEST EDGE OF A TRAIL NORTHEAST.  52 FEET
 CZ2315'NORTHWEST OF A BUSH.
 CZ2315'
 CZ2315'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2315'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2315'ARIZONA.  GO WEST ALONG SOUTH SIDE OF FENCE FOR 1.1 MILES TO A
 CZ2315'NORTH-SOUTH TRAIL.  TURN RIGHT AND GO NORTH FOR 1.1 MILES.  TURN
 CZ2315'LEFT AND FOLLOW DIM TRAIL WEST FOR 0.85 MILE TO TRAIL FORK.  TAKE
 CZ2315'LEFT FORK AND GO SOUTHWEST FOR 0.15 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2316 ***********************************************************************
 CZ2316  DESIGNATION -  AB 52
 CZ2316  PID         -  CZ2316
 CZ2316  STATE/COUNTY-  AZ/PINAL
 CZ2316  USGS QUAD   -  CHUICHU (1992)
 CZ2316
 CZ2316                         *CURRENT SURVEY CONTROL
 CZ2316  ___________________________________________________________________
 CZ2316* NAD 83(1992)-  32 45 42.98009(N)    111 47 30.27178(W)     ADJUSTED  
 CZ2316* NAVD 88     -       441.32   (+/-2cm)    1447.9    (feet)  VERTCON   
 CZ2316  ___________________________________________________________________
 CZ2316  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2316  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2316
 CZ2316  HORZ ORDER  -  FIRST
 CZ2316  VERT ORDER  -  THIRD ? (See Below)
 CZ2316
 CZ2316.The horizontal coordinates were established by classical geodetic methods
 CZ2316.and adjusted by the National Geodetic Survey in August 1993..
 CZ2316
 CZ2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2316.The vertical order pertains to the NGVD 29 superseded value.
 CZ2316
 CZ2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2316
 CZ2316.The geoid height was determined by GEOID03.
 CZ2316
 CZ2316;                    North         East     Units Scale Factor Converg.
 CZ2316;SPC AZ C     -   195,359.556   225,064.681   MT  0.99990169   +0 04 03.4
 CZ2316;SPC AZ C     -   640,943.43    738,401.18   iFT  0.99990169   +0 04 03.4
 CZ2316;UTM  12      - 3,625,173.264   425,839.775   MT  0.99966781   -0 25 42.5
 CZ2316
 CZ2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2316!SPC AZ C     -   0.99993547  x   0.99990169  =   0.99983716
 CZ2316!UTM  12      -   0.99993547  x   0.99966781  =   0.99960330
 CZ2316
 CZ2316:                Primary Azimuth Mark                     Grid Az
 CZ2316:SPC AZ C     -  CASA GRANDE 2                            048 46 42.0
 CZ2316:UTM  12      -  CASA GRANDE 2                            049 16 27.9
 CZ2316
 CZ2316|---------------------------------------------------------------------|
 CZ2316| PID    Reference Object                     Distance      Geod. Az  |
 CZ2316|                                                           dddmmss.s |
 CZ2316| CZ2047 CASA GRANDE 2                       APPROX. 9.8 KM 0485045.4 |
 CZ2316| CH4717 AB 52 RM E                            8.842 METERS 08915     |
 CZ2316| CH4718 AB 52 RM S                            8.836 METERS 17919     |
 CZ2316|---------------------------------------------------------------------|
 CZ2316
 CZ2316                          SUPERSEDED SURVEY CONTROL
 CZ2316
 CZ2316  NAD 83(1986)-  32 45 42.97394(N)    111 47 30.27209(W) AD(       ) 1
 CZ2316  NAD 27      -  32 45 42.76765(N)    111 47 27.80967(W) AD(       ) 1
 CZ2316  NGVD 29 (07/19/86)  440.72   (m)         1445.9    (f) LEVELING    3  
 CZ2316
 CZ2316.Superseded values are not recommended for survey control.
 CZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2316.See file dsdata.txt to determine how the superseded data were derived.
 CZ2316
 CZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2584025173(NAD 83)
 CZ2316_MARKER: DD = SURVEY DISK
 CZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2316
 CZ2316  HISTORY     - Date     Condition        Report By
 CZ2316  HISTORY     - 1966     MONUMENTED       DMA
 CZ2316
 CZ2316                          STATION DESCRIPTION
 CZ2316
 CZ2316'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2316'T-8-S.  R-5-E.  IN SECTION 1 (UNSURVEYED)
 CZ2316'
 CZ2316'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2316'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2316'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2316'IS STAMPED--AB 52 1966 ARMY MAP SERVICE.
 CZ2316'
 CZ2316'THE STATION MARK IS LOCATED 380 FEET SOUTH-SOUTHEAST OF THE
 CZ2316'SOUTHWEST CORNER OF SECTION 36, T-7-S.  R-5-E.  300 FEET
 CZ2316'NORTHEAST OF THE CENTERLINE OF NORTHWEST-SOUTHEAST TRAIL.  10
 CZ2316'FEET SOUTH OF A EAST-WEST BRUSH LINE.
 CZ2316'
 CZ2316'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2316'RESERVATION TRAVEL SOUTH AND SOUTHWEST FOR 1.7 MILES TO ROAD
 CZ2316'RIGHT INTO CHUICHU VILLAGE.  TURN RIGHT AND GO 1.0 MILES
 CZ2316'NORTHWEST TO Y ROAD.  TAKE Y ROAD TO THE RIGHT AND TRAVEL
 CZ2316'NORTHWEST FOR 0.25 MILE.  TURN RIGHT AND TRAVEL NORTHEAST FOR 300
 CZ2316'FEET TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2220 ***********************************************************************
 CZ2220  DESIGNATION -  AB 53
 CZ2220  PID         -  CZ2220
 CZ2220  STATE/COUNTY-  AZ/PINAL
 CZ2220  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2220
 CZ2220                         *CURRENT SURVEY CONTROL
 CZ2220  ___________________________________________________________________
 CZ2220* NAD 83(1992)-  32 44 52.58380(N)    111 47 31.03770(W)     ADJUSTED  
 CZ2220* NAVD 88     -       445.91   (+/-2cm)    1463.0    (feet)  VERTCON   
 CZ2220  ___________________________________________________________________
 CZ2220  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2220  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2220
 CZ2220  HORZ ORDER  -  FIRST
 CZ2220  VERT ORDER  -  THIRD ? (See Below)
 CZ2220
 CZ2220.The horizontal coordinates were established by classical geodetic methods
 CZ2220.and adjusted by the National Geodetic Survey in August 1993..
 CZ2220
 CZ2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2220.The vertical order pertains to the NGVD 29 superseded value.
 CZ2220
 CZ2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2220
 CZ2220.The geoid height was determined by GEOID03.
 CZ2220
 CZ2220;                    North         East     Units Scale Factor Converg.
 CZ2220;SPC AZ C     -   193,807.199   225,046.576   MT  0.99990168   +0 04 02.9
 CZ2220;SPC AZ C     -   635,850.39    738,341.78   iFT  0.99990168   +0 04 02.9
 CZ2220;UTM  12      - 3,623,621.485   425,808.240   MT  0.99966787   -0 25 42.3
 CZ2220
 CZ2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2220!SPC AZ C     -   0.99993475  x   0.99990168  =   0.99983643
 CZ2220!UTM  12      -   0.99993475  x   0.99966787  =   0.99960264
 CZ2220
 CZ2220:                Primary Azimuth Mark                     Grid Az
 CZ2220:SPC AZ C     -  CHUI                                     021 33 27.9
 CZ2220:UTM  12      -  CHUI                                     022 03 13.1
 CZ2220
 CZ2220|---------------------------------------------------------------------|
 CZ2220| PID    Reference Object                     Distance      Geod. Az  |
 CZ2220|                                                           dddmmss.s |
 CZ2220| CZ2286 CHUI                                APPROX. 1.5 KM 0213730.8 |
 CZ2220| CH4719 AB 53 RM E                            8.829 METERS 08902     |
 CZ2220| CH4720 AB 53 RM S                            8.842 METERS 17857     |
 CZ2220|---------------------------------------------------------------------|
 CZ2220
 CZ2220                          SUPERSEDED SURVEY CONTROL
 CZ2220
 CZ2220  NAD 83(1986)-  32 44 52.57766(N)    111 47 31.03790(W) AD(       ) 1
 CZ2220  NAD 27      -  32 44 52.36978(N)    111 47 28.57674(W) AD(       ) 1
 CZ2220  NGVD 29 (07/19/86)  445.31   (m)         1461.0    (f) LEVELING    3  
 CZ2220
 CZ2220.Superseded values are not recommended for survey control.
 CZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2220.See file dsdata.txt to determine how the superseded data were derived.
 CZ2220
 CZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2580823621(NAD 83)
 CZ2220_MARKER: DD = SURVEY DISK
 CZ2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2220
 CZ2220  HISTORY     - Date     Condition        Report By
 CZ2220  HISTORY     - 1966     MONUMENTED       DMA
 CZ2220
 CZ2220                          STATION DESCRIPTION
 CZ2220
 CZ2220'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2220'T-8-S.  R-5-E.  IN SECTION 12 (UNSURVEYED)
 CZ2220'
 CZ2220'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2220'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2220'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2220'MARK IS STAMPED--AB 53 1966 ARMY MAP SERVICE.
 CZ2220'
 CZ2220'THE MARK IS LOCATED 170 FEET SOUTH OF EAST-WEST FENCE, 53 FEET
 CZ2220'SOUTHEAST OF THE CENTERLINE OF NORTHEAST-SOUTHWEST TRAIL.  243
 CZ2220'FEET EAST-NORTHEAST OF THE INTERSECTING CENTERLINES OF
 CZ2220'NORTHEAST-SOUTHWEST TRAIL AND NORTHWEST-SOUTHEAST TRAIL AND 137
 CZ2220'FEET NORTHWEST OF THE CENTERLINE OF NORTHEAST-SOUTHWEST TRAIL.
 CZ2220'
 CZ2220'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2220'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2220'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.9 MILES TO A
 CZ2220'T ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A ROAD
 CZ2220'LEFT.  TURN LEFT AND GO WEST FOR 0.7 MILE TO FENCE CORNER.  TURN
 CZ2220'LEFT STAYING ON WEST SIDE OF FENCE AND GO SOUTH FOR 0.25 MILE
 CZ2220'TO A FENCE CORNER WHERE THE ROAD TURNS SOUTHEAST.  CONTINUE FOR
 CZ2220'0.1 MILE TO TRAIL CROSSING.  TURN LEFT AND GO NORTHEAST FOR
 CZ2220'200 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2224 ***********************************************************************
 CZ2224  DESIGNATION -  AB 54
 CZ2224  PID         -  CZ2224
 CZ2224  STATE/COUNTY-  AZ/PINAL
 CZ2224  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2224
 CZ2224                         *CURRENT SURVEY CONTROL
 CZ2224  ___________________________________________________________________
 CZ2224* NAD 83(1992)-  32 44 00.53244(N)    111 47 33.75166(W)     ADJUSTED  
 CZ2224* NAVD 88     -       455.54   (+/-2cm)    1494.6    (feet)  VERTCON   
 CZ2224  ___________________________________________________________________
 CZ2224  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2224  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2224
 CZ2224  HORZ ORDER  -  FIRST
 CZ2224  VERT ORDER  -  THIRD ? (See Below)
 CZ2224
 CZ2224.The horizontal coordinates were established by classical geodetic methods
 CZ2224.and adjusted by the National Geodetic Survey in August 1993..
 CZ2224
 CZ2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2224.The vertical order pertains to the NGVD 29 superseded value.
 CZ2224
 CZ2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2224
 CZ2224.The geoid height was determined by GEOID03.
 CZ2224
 CZ2224;                    North         East     Units Scale Factor Converg.
 CZ2224;SPC AZ C     -   192,203.806   224,977.807   MT  0.99990166   +0 04 01.3
 CZ2224;SPC AZ C     -   630,589.91    738,116.16   iFT  0.99990166   +0 04 01.3
 CZ2224;UTM  12      - 3,622,019.122   425,725.619   MT  0.99966802   -0 25 43.2
 CZ2224
 CZ2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2224!SPC AZ C     -   0.99993324  x   0.99990166  =   0.99983490
 CZ2224!UTM  12      -   0.99993324  x   0.99966802  =   0.99960128
 CZ2224
 CZ2224:                Primary Azimuth Mark                     Grid Az
 CZ2224:SPC AZ C     -  CHUI                                     011 33 07.4
 CZ2224:UTM  12      -  CHUI                                     012 02 51.9
 CZ2224
 CZ2224|---------------------------------------------------------------------|
 CZ2224| PID    Reference Object                     Distance      Geod. Az  |
 CZ2224|                                                           dddmmss.s |
 CZ2224| CZ2286 CHUI                                APPROX. 3.0 KM 0113708.7 |
 CZ2224| CH4721 AB 54 RM E                            8.841 METERS 08822     |
 CZ2224| CH4722 AB 54 RM S                            8.836 METERS 17824     |
 CZ2224|---------------------------------------------------------------------|
 CZ2224
 CZ2224                          SUPERSEDED SURVEY CONTROL
 CZ2224
 CZ2224  NAD 83(1986)-  32 44 00.52629(N)    111 47 33.75174(W) AD(       ) 1
 CZ2224  NAD 27      -  32 44 00.31677(N)    111 47 31.29180(W) AD(       ) 1
 CZ2224  NGVD 29 (07/19/86)  454.94   (m)         1492.6    (f) LEVELING    3  
 CZ2224
 CZ2224.Superseded values are not recommended for survey control.
 CZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2224.See file dsdata.txt to determine how the superseded data were derived.
 CZ2224
 CZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2572622019(NAD 83)
 CZ2224_MARKER: DD = SURVEY DISK
 CZ2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2224
 CZ2224  HISTORY     - Date     Condition        Report By
 CZ2224  HISTORY     - 1966     MONUMENTED       DMA
 CZ2224
 CZ2224                          STATION DESCRIPTION
 CZ2224
 CZ2224'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2224'T-8-S.  R-5-E.  SECTION 13.  IN THE EAST CENTER PORTION OF LOT 8
 CZ2224'
 CZ2224'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2224'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2224'DIAMETER PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2224'MARK IS STAMPED--AB 54 1966 ARMY MAP SERVICE.
 CZ2224'
 CZ2224'THE STATION MARK IS LOCATED 50.0 FEET NORTHWEST OF SAGUARO
 CZ2224'CACTUS 25 FEET HIGH.  68 FEET EAST-NORTHEAST OF SAGUARO CACTUS
 CZ2224'25 FEET HIGH.  71 FEET SOUTHEAST OF SAGUARO CACTUS 30 FEET HIGH
 CZ2224'AND 13 FEET WEST OF NORTHWEST-SOUTHEAST TRAIL.
 CZ2224'
 CZ2224'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2224'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2224'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A
 CZ2224'ROAD SOUTHEAST.  AT THIS POINT THERE IS AN OLD ROAD THAT RUNS
 CZ2224'PARALLEL WITH AND ON THE EAST SIDE OF THE NEW CHUICHU ROAD.  GO
 CZ2224'SOUTHWEST ON THE OLD CHUICHU ROAD FOR 0.55 MILE TO A TRAIL
 CZ2224'LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 0.25 MILE TO
 CZ2224'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2219 ***********************************************************************
 CZ2219  DESIGNATION -  AB 55
 CZ2219  PID         -  CZ2219
 CZ2219  STATE/COUNTY-  AZ/PINAL
 CZ2219  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2219
 CZ2219                         *CURRENT SURVEY CONTROL
 CZ2219  ___________________________________________________________________
 CZ2219* NAD 83(1992)-  32 43 08.77952(N)    111 47 30.90055(W)     ADJUSTED  
 CZ2219* NAVD 88     -       481.91   (+/-2cm)    1581.1    (feet)  VERTCON   
 CZ2219  ___________________________________________________________________
 CZ2219  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CZ2219  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2219
 CZ2219  HORZ ORDER  -  FIRST
 CZ2219  VERT ORDER  -  THIRD ? (See Below)
 CZ2219
 CZ2219.The horizontal coordinates were established by classical geodetic methods
 CZ2219.and adjusted by the National Geodetic Survey in August 1993..
 CZ2219
 CZ2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2219.The vertical order pertains to the NGVD 29 superseded value.
 CZ2219
 CZ2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2219
 CZ2219.The geoid height was determined by GEOID03.
 CZ2219
 CZ2219;                    North         East     Units Scale Factor Converg.
 CZ2219;SPC AZ C     -   190,609.779   225,053.910   MT  0.99990169   +0 04 02.7
 CZ2219;SPC AZ C     -   625,360.17    738,365.85   iFT  0.99990169   +0 04 02.7
 CZ2219;UTM  12      - 3,620,424.869   425,787.917   MT  0.99966791   -0 25 41.0
 CZ2219
 CZ2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2219!SPC AZ C     -   0.99992910  x   0.99990169  =   0.99983079
 CZ2219!UTM  12      -   0.99992910  x   0.99966791  =   0.99959703
 CZ2219
 CZ2219|---------------------------------------------------------------------|
 CZ2219| PID    Reference Object                     Distance      Geod. Az  |
 CZ2219|                                                           dddmmss.s |
 CZ2219| CH4723 AB 55 RM E                            8.828 METERS 08846     |
 CZ2219| CZ2213 AC 55                               APPROX. 1.6 KM 0893509.8 |
 CZ2219| CH4724 AB 55 RM S                            8.828 METERS 17843     |
 CZ2219| CZ2223 STA 1 OF A9                         492.036 METERS 3551903.9 |
 CZ2219|---------------------------------------------------------------------|
 CZ2219
 CZ2219                          SUPERSEDED SURVEY CONTROL
 CZ2219
 CZ2219  NAD 83(1986)-  32 43 08.77338(N)    111 47 30.90050(W) AD(       ) 1
 CZ2219  NAD 27      -  32 43 08.56218(N)    111 47 28.44200(W) AD(       ) 1
 CZ2219  NGVD 29 (07/19/86)  481.31   (m)         1579.1    (f) LEVELING    3  
 CZ2219
 CZ2219.Superseded values are not recommended for survey control.
 CZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2219.See file dsdata.txt to determine how the superseded data were derived.
 CZ2219
 CZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2578820425(NAD 83)
 CZ2219_MARKER: DD = SURVEY DISK
 CZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2219
 CZ2219  HISTORY     - Date     Condition        Report By
 CZ2219  HISTORY     - 1966     MONUMENTED       DMA
 CZ2219
 CZ2219                          STATION DESCRIPTION
 CZ2219
 CZ2219'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2219'T-8-S.  R-5-E.  IN SECTION 24 LOT 8.
 CZ2219'
 CZ2219'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2219'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2219'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2219'MARK IS STAMPED--AB 55 1966 ARMY MAP SERVICE.
 CZ2219'
 CZ2219'THE STATION MARK IS LOCATED 52 FEET NORTH OF A 20 FEET SAGUARO.  36
 CZ2219'FEET SOUTH-SOUTHEAST OF A 20 FEET SAGUARO.  60 FEET WEST OF A
 CZ2219'30 FEET SAGUARO.
 CZ2219'
 CZ2219'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2219'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2219'ARIZONA, GO SOUTHWEST ON CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2219'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2219'FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.
 CZ2219'TURN RIGHT AND GO WEST FOR 0.15 MILE TO A TRAIL FORK.  TAKE LEFT
 CZ2219'FORK AND GO WEST 0.25 MILE TO NORTH-SOUTH TRAIL.  TURN RIGHT
 CZ2219'AND GO NORTH FOR 0.15 MILE TO A TRAIL WEST-SOUTHWEST.  TURN
 CZ2219'LEFT AND GO WEST-SOUTHWEST FOR 0.2 MILE TO THE STATION
 CZ2219'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2222 ***********************************************************************
 CZ2222  DESIGNATION -  AB 56
 CZ2222  PID         -  CZ2222
 CZ2222  STATE/COUNTY-  AZ/PINAL
 CZ2222  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2222
 CZ2222                         *CURRENT SURVEY CONTROL
 CZ2222  ___________________________________________________________________
 CZ2222* NAD 83(1992)-  32 42 16.35014(N)    111 47 32.29865(W)     ADJUSTED  
 CZ2222* NAVD 88     -       465.91   (+/-2cm)    1528.6    (feet)  VERTCON   
 CZ2222  ___________________________________________________________________
 CZ2222  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 CZ2222  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2222
 CZ2222  HORZ ORDER  -  FIRST
 CZ2222  VERT ORDER  -  THIRD ? (See Below)
 CZ2222
 CZ2222.The horizontal coordinates were established by classical geodetic methods
 CZ2222.and adjusted by the National Geodetic Survey in August 1993..
 CZ2222
 CZ2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2222.The vertical order pertains to the NGVD 29 superseded value.
 CZ2222
 CZ2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2222
 CZ2222.The geoid height was determined by GEOID03.
 CZ2222
 CZ2222;                    North         East     Units Scale Factor Converg.
 CZ2222;SPC AZ C     -   188,994.789   225,019.400   MT  0.99990168   +0 04 01.9
 CZ2222;SPC AZ C     -   620,061.64    738,252.62   iFT  0.99990168   +0 04 01.9
 CZ2222;UTM  12      - 3,618,810.616   425,739.456   MT  0.99966800   -0 25 41.2
 CZ2222
 CZ2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2222!SPC AZ C     -   0.99993161  x   0.99990168  =   0.99983330
 CZ2222!UTM  12      -   0.99993161  x   0.99966800  =   0.99959963
 CZ2222
 CZ2222|---------------------------------------------------------------------|
 CZ2222| PID    Reference Object                     Distance      Geod. Az  |
 CZ2222|                                                           dddmmss.s |
 CZ2222| CH4725 AB 56 RM E                            8.841 METERS 08917     |
 CZ2222| CH4726 AB 56 RM S                            8.839 METERS 17918     |
 CZ2222| CZ2226 AA 58X                              APPROX. 3.3 KM 2051819.2 |
 CZ2222|---------------------------------------------------------------------|
 CZ2222
 CZ2222                          SUPERSEDED SURVEY CONTROL
 CZ2222
 CZ2222  NAD 83(1986)-  32 42 16.34399(N)    111 47 32.29847(W) AD(       ) 1
 CZ2222  NAD 27      -  32 42 16.13101(N)    111 47 29.84155(W) AD(       ) 1
 CZ2222  NGVD 29 (07/19/86)  465.32   (m)         1526.6    (f) LEVELING    3  
 CZ2222
 CZ2222.Superseded values are not recommended for survey control.
 CZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2222.See file dsdata.txt to determine how the superseded data were derived.
 CZ2222
 CZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2573918811(NAD 83)
 CZ2222_MARKER: DD = SURVEY DISK
 CZ2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2222
 CZ2222  HISTORY     - Date     Condition        Report By
 CZ2222  HISTORY     - 1966     MONUMENTED       DMA
 CZ2222
 CZ2222                          STATION DESCRIPTION
 CZ2222
 CZ2222'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2222'T-8-S.  R-5-E.  IN LOT 8 OF SECTION 25
 CZ2222'
 CZ2222'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2222'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2222'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2222'IS STAMPED--AB 56 1966 ARMY MAP SERVICE.
 CZ2222'
 CZ2222'THE MARK IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 CZ2222'NORTH-SOUTH TRAIL AND 49 FEET EAST OF THE CENTERLINE OF SMALL DRAIN.
 CZ2222'
 CZ2222'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2222'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2222'SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD LEFT.  TURN
 CZ2222'LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.  TAKE
 CZ2222'RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2222'RIGHT FORK AND GO WEST-SOUTHWEST FOR 0.4 MILE TO A STEEL CABLE
 CZ2222'BARRICADE.  TURN LEFT LEAVING ROAD TO GO AROUND BARRICADE, TURN
 CZ2222'BACK TO WEST-SOUTHWEST DIRECTION AND CONTINUE FOR 0.25 MILE TO
 CZ2222'A TRAIL LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO STATION
 CZ2222'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2221 ***********************************************************************
 CZ2221  DESIGNATION -  AB 57
 CZ2221  PID         -  CZ2221
 CZ2221  STATE/COUNTY-  AZ/PINAL
 CZ2221  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2221
 CZ2221                         *CURRENT SURVEY CONTROL
 CZ2221  ___________________________________________________________________
 CZ2221* NAD 83(1992)-  32 41 24.16713(N)    111 47 32.07345(W)     ADJUSTED  
 CZ2221* NAVD 88     -       455.77   (+/-2cm)    1495.3    (feet)  VERTCON   
 CZ2221  ___________________________________________________________________
 CZ2221  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2221  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2221
 CZ2221  HORZ ORDER  -  FIRST
 CZ2221  VERT ORDER  -  THIRD ? (See Below)
 CZ2221
 CZ2221.The horizontal coordinates were established by classical geodetic methods
 CZ2221.and adjusted by the National Geodetic Survey in August 1993..
 CZ2221
 CZ2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2221.The vertical order pertains to the NGVD 29 superseded value.
 CZ2221
 CZ2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2221
 CZ2221.The geoid height was determined by GEOID03.
 CZ2221
 CZ2221;                    North         East     Units Scale Factor Converg.
 CZ2221;SPC AZ C     -   187,387.442   225,027.150   MT  0.99990168   +0 04 01.9
 CZ2221;SPC AZ C     -   614,788.20    738,278.05   iFT  0.99990168   +0 04 01.9
 CZ2221;UTM  12      - 3,617,203.637   425,733.315   MT  0.99966801   -0 25 40.5
 CZ2221
 CZ2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2221!SPC AZ C     -   0.99993320  x   0.99990168  =   0.99983489
 CZ2221!UTM  12      -   0.99993320  x   0.99966801  =   0.99960123
 CZ2221
 CZ2221|---------------------------------------------------------------------|
 CZ2221| PID    Reference Object                     Distance      Geod. Az  |
 CZ2221|                                                           dddmmss.s |
 CZ2221| CH4727 AB 57 RM E                            8.840 METERS 08857     |
 CZ2221| CH4728 AB 57 RM S                            8.837 METERS 17902     |
 CZ2221| CZ2226 AA 58X                              APPROX. 2.0 KM 2254600.8 |
 CZ2221|---------------------------------------------------------------------|
 CZ2221
 CZ2221                          SUPERSEDED SURVEY CONTROL
 CZ2221
 CZ2221  NAD 83(1986)-  32 41 24.16098(N)    111 47 32.07313(W) AD(       ) 1
 CZ2221  NAD 27      -  32 41 23.94618(N)    111 47 29.61754(W) AD(       ) 1
 CZ2221  NGVD 29 (07/19/86)  455.18   (m)         1493.4    (f) LEVELING    3  
 CZ2221
 CZ2221.Superseded values are not recommended for survey control.
 CZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2221.See file dsdata.txt to determine how the superseded data were derived.
 CZ2221
 CZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2573317204(NAD 83)
 CZ2221_MARKER: DD = SURVEY DISK
 CZ2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2221
 CZ2221  HISTORY     - Date     Condition        Report By
 CZ2221  HISTORY     - 1966     MONUMENTED       DMA
 CZ2221
 CZ2221                          STATION DESCRIPTION
 CZ2221
 CZ2221'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2221'T-8-S.  R-5-E.  IN LOT 9 OF SECTION 36
 CZ2221'
 CZ2221'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2221'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2221'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2221'MARK IS STAMPED--AB 57 1966 ARMY MAP SERVICE.
 CZ2221'
 CZ2221'THE MARK IS LOCATED 137 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CZ2221'OF NORTH-NORTHEAST-SOUTH-SOUTHWEST ROAD.  158 SOUTH OF THE
 CZ2221'INTERSECTING CENTERLINES OF NORTH NORTHEAST-SOUTH SOUTHWEST ROAD
 CZ2221'AND TRAIL SOUTH.
 CZ2221'
 CZ2221'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2221'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2221'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO
 CZ2221'A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A
 CZ2221'ROAD FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD
 CZ2221'FORK.  TAKE LEFT FORK AND GO SOUTH AND SOUTHWEST FOR 1.5 MILES
 CZ2221'TO THE SOUTHEAST SIDE OF BUTTE.  TURN LEFT AND GO EAST FOR 100
 CZ2221'FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2225 ***********************************************************************
 CZ2225  DESIGNATION -  AB 58
 CZ2225  PID         -  CZ2225
 CZ2225  STATE/COUNTY-  AZ/PINAL
 CZ2225  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2225
 CZ2225                         *CURRENT SURVEY CONTROL
 CZ2225  ___________________________________________________________________
 CZ2225* NAD 83(1992)-  32 40 32.27740(N)    111 47 34.42452(W)     ADJUSTED  
 CZ2225* NAVD 88     -       458.90   (+/-2cm)    1505.6    (feet)  VERTCON   
 CZ2225  ___________________________________________________________________
 CZ2225  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CZ2225  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2225
 CZ2225  HORZ ORDER  -  FIRST
 CZ2225  VERT ORDER  -  THIRD ? (See Below)
 CZ2225
 CZ2225.The horizontal coordinates were established by classical geodetic methods
 CZ2225.and adjusted by the National Geodetic Survey in August 1993..
 CZ2225
 CZ2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2225.The vertical order pertains to the NGVD 29 superseded value.
 CZ2225
 CZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2225
 CZ2225.The geoid height was determined by GEOID03.
 CZ2225
 CZ2225;                    North         East     Units Scale Factor Converg.
 CZ2225;SPC AZ C     -   185,789.054   224,967.776   MT  0.99990166   +0 04 00.6
 CZ2225;SPC AZ C     -   609,544.14    738,083.25   iFT  0.99990166   +0 04 00.6
 CZ2225;UTM  12      - 3,615,606.194   425,660.151   MT  0.99966814   -0 25 41.1
 CZ2225
 CZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2225!SPC AZ C     -   0.99993271  x   0.99990166  =   0.99983438
 CZ2225!UTM  12      -   0.99993271  x   0.99966814  =   0.99960087
 CZ2225
 CZ2225|---------------------------------------------------------------------|
 CZ2225| PID    Reference Object                     Distance      Geod. Az  |
 CZ2225|                                                           dddmmss.s |
 CZ2225| CH4729 AB 58 RM E                            8.839 METERS 08933     |
 CZ2225| CH4730 AB 58 RM S                            8.825 METERS 17930     |
 CZ2225| CZ2226 AA 58X                              APPROX. 1.4 KM 2790406.8 |
 CZ2225|---------------------------------------------------------------------|
 CZ2225
 CZ2225                          SUPERSEDED SURVEY CONTROL
 CZ2225
 CZ2225  NAD 83(1986)-  32 40 32.27123(N)    111 47 34.42405(W) AD(       ) 1
 CZ2225  NAD 27      -  32 40 32.05480(N)    111 47 31.96998(W) AD(       ) 1
 CZ2225  NGVD 29 (07/19/86)  458.32   (m)         1503.7    (f) LEVELING    3  
 CZ2225
 CZ2225.Superseded values are not recommended for survey control.
 CZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2225.See file dsdata.txt to determine how the superseded data were derived.
 CZ2225
 CZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2566015606(NAD 83)
 CZ2225_MARKER: DD = SURVEY DISK
 CZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2225
 CZ2225  HISTORY     - Date     Condition        Report By
 CZ2225  HISTORY     - 1966     MONUMENTED       DMA
 CZ2225
 CZ2225                          STATION DESCRIPTION
 CZ2225
 CZ2225'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2225'T-9-S.  R-5-E.  IN SECTION 1 ABOUT 0.35 MILE SOUTH OF THE
 CZ2225'NORTHEAST CORNER.
 CZ2225'
 CZ2225'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2225'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2225'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2225'MARK IS STAMPED--AB 58 1966 ARMY MAP SERVICE.
 CZ2225'
 CZ2225'THE STATION MARK IS LOCATED 80 FEET WEST OF THE NORTH-SOUTH
 CZ2225'SECTION LINE.  ABOUT 760 FEET NORTH OF THE 1/4 SECTION CORNER.
 CZ2225'
 CZ2225'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2225'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU ROAD
 CZ2225'FOR 2.3 MILES TO A ROAD SOUTHEAST, TURN LEFT AND GO SOUTHEAST
 CZ2225'FOR 0.9 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO SOUTH
 CZ2225'(PASSING THRU THE TOWN OF SHOPISHK) FOR 1.6 MILE TO A ROAD FORK,
 CZ2225'TAKE THE LEFT FORK AND CONTINUE SOUTH AND SOUTHWEST FOR 1.5 MILE
 CZ2225'TO THE SOUTHEAST SIDE OF A BUTTE, TURN LEFT AND FOLLOW TRACKS
 CZ2225'SOUTH CROSS COUNTRY FOR 0.75 MILE TO A FENCE CORNER, CONTINUE
 CZ2225'SOUTH ALONG WEST SIDE OF FENCE FOR 0.35 MILE TO THE STATION
 CZ2225'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0897 ***********************************************************************
 ET0897  DESIGNATION -  ABRA
 ET0897  PID         -  ET0897
 ET0897  STATE/COUNTY-  AZ/YAVAPAI
 ET0897  USGS QUAD   -  PAULDEN (1979)
 ET0897
 ET0897                         *CURRENT SURVEY CONTROL
 ET0897  ___________________________________________________________________
 ET0897* NAD 83(1992)-  34 56 39.19338(N)    112 26 00.12401(W)     ADJUSTED  
 ET0897* NAVD 88     -      1513.7    (meters)    4966.     (feet)  VERTCON   
 ET0897  ___________________________________________________________________
 ET0897  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 ET0897  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 ET0897
 ET0897  HORZ ORDER  -  SECOND
 ET0897
 ET0897.The horizontal coordinates were established by classical geodetic methods
 ET0897.and adjusted by the National Geodetic Survey in August 1993..
 ET0897
 ET0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0897
 ET0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0897
 ET0897.The geoid height was determined by GEOID03.
 ET0897
 ET0897;                    North         East     Units Scale Factor Converg.
 ET0897;SPC AZ C     -   437,508.536   166,163.812   MT  0.99992744   -0 17 45.5
 ET0897;SPC AZ C     - 1,435,395.46    545,156.86   iFT  0.99992744   -0 17 45.5
 ET0897;UTM  12      - 3,867,795.240   369,109.385   MT  0.99981115   -0 49 16.0
 ET0897
 ET0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0897!SPC AZ C     -   0.99976648  x   0.99992744  =   0.99969394
 ET0897!UTM  12      -   0.99976648  x   0.99981115  =   0.99957767
 ET0897
 ET0897:                Primary Azimuth Mark                     Grid Az
 ET0897:SPC AZ C     -  ROCK                                     011 51 40.9
 ET0897:UTM  12      -  ROCK                                     012 23 11.4
 ET0897
 ET0897|---------------------------------------------------------------------|
 ET0897| PID    Reference Object                     Distance      Geod. Az  |
 ET0897|                                                           dddmmss.s |
 ET0897| FR0874 ROCK                                APPROX. 8.6 KM 0113355.4 |
 ET0897| CH2175 ABRA RM 1                             8.512 METERS 20900     |
 ET0897| CH2176 ABRA RM 2                            10.530 METERS 28853     |
 ET0897|---------------------------------------------------------------------|
 ET0897
 ET0897                          SUPERSEDED SURVEY CONTROL
 ET0897
 ET0897  NAD 83(1986)-  34 56 39.19161(N)    112 26 00.12139(W) AD(       ) 2
 ET0897  NAD 27      -  34 56 39.12307(N)    112 25 57.50991(W) AD(       ) 2
 ET0897  NGVD 29 (07/19/86) 1512.9    (m)         4964.     (f) VERT ANG       
 ET0897
 ET0897.Superseded values are not recommended for survey control.
 ET0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0897.See file dsdata.txt to determine how the superseded data were derived.
 ET0897
 ET0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6910967795(NAD 83)
 ET0897_MARKER: DD = SURVEY DISK
 ET0897_SETTING: 66 = SET IN ROCK OUTCROP
 ET0897
 ET0897  HISTORY     - Date     Condition        Report By
 ET0897  HISTORY     - 1974     MONUMENTED       USGS
 ET0897  HISTORY     - 1980     GOOD             AZDT
 ET0897
 ET0897                          STATION DESCRIPTION
 ET0897
 ET0897'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0897'RM 1 TO RM 2 NOT MEASURED.
 ET0897'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 ET0897'
 ET0897'LOCATED ABOUT 27 MI N. OF PRESCOTT.  ABOUT 19 MI S. OF ASHFORK.
 ET0897'ABOUT 4.5 MI NE. OF PAULDEN.  W. OF U.S. HWY. 89 AND ABOUT 1/4 MI
 ET0897'NW. OF A LARGE CINDER PIT ALONGSIDE THE HWY..  ON THE EASTERN END
 ET0897'OF A PROMINENT RIDGE.
 ET0897'
 ET0897'TO REACH FROM THE POST OFFICE AT PAULDEN PROCEED N. ALONG U.S.
 ET0897'HWY. 89 FOR 4.5 MI TO T-RD. W. AND PROMINENT CINDER PIT.  TURN LEFT
 ET0897'AND PROCEED ACROSS COUNTRY ALONG THE SOUTHERN EDGE AND THE WESTERN
 ET0897'EDGE OF THE PIT TO PROMINENT SADDLE (ABOUT 0.5 MI OF 4-WHEEL DRIVE
 ET0897'AND END OF TRUCK TRAVEL).  PACK W. TO EAST EDGE OF RIDGE AND
 ET0897'STATION.
 ET0897'
 ET0897'STATION MARK--A STANDARD ALUMINUM USGS TABLET STAMPED ABRA 1974
 ET0897'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ET0897'
 ET0897'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ABRA
 ET0897'NO 1 1974 CEMENTED IN DRILL HOLE IN A LARGE BOULDER.
 ET0897'
 ET0897'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ABRA
 ET0897'NO 2 1974 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 ET0897
 ET0897                          STATION RECOVERY (1980)
 ET0897
 ET0897'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0897'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ET0897'A NEW ROUTE TO THE STATION FOLLOWS.
 ET0897'
 ET0897'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN,  TRAVEL NORTH ON
 ET0897'US HIGHWAY 89 FOR 4.5 MILES TO MILE POST 341.5 AND A GATE ON THE LEFT.
 ET0897'TURN LEFT AND TRAVEL WEST FOR 0.2 MILE TO A FENCE CORNER PAST THE
 ET0897'CINDER PIT.  TURN RIGHT AND TRAVEL NORTH ALONG DIM TRACKS FOR 0.2 MILE
 ET0897'TO A SADDLE.  PACK WEST ALONG RIDGE TO STATION.  A 5 MIN PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5946 ***********************************************************************
 DG5946  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5946  DESIGNATION -  ABYSS
 DG5946  PID         -  DG5946
 DG5946  STATE/COUNTY-  AZ/COCONINO
 DG5946  USGS QUAD   -  GRAND CANYON (1988)
 DG5946
 DG5946                         *CURRENT SURVEY CONTROL
 DG5946  ___________________________________________________________________
 DG5946* NAD 83(1992)-  36 03 31.28888(N)    112 11 00.97926(W)     ADJUSTED  
 DG5946* NAVD 88     -      2077.60   (meters)    6816.3    (feet)  GPS OBS   
 DG5946  ___________________________________________________________________
 DG5946  X           -  -1,949,737.122 (meters)                     COMP
 DG5946  Y           -  -4,781,595.566 (meters)                     COMP
 DG5946  Z           -   3,734,667.642 (meters)                     COMP
 DG5946  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DG5946  ELLIP HEIGHT-        2054.51  (meters)          (06/28/04) GPS OBS
 DG5946  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DG5946
 DG5946  HORZ ORDER  -  A
 DG5946  ELLP ORDER  -  THIRD     CLASS II
 DG5946
 DG5946.The horizontal coordinates were established by GPS observations
 DG5946.and adjusted by the National Geodetic Survey in June 2004..
 DG5946
 DG5946.The orthometric height was determined by GPS observations and a
 DG5946.high-resolution geoid model using precise GPS observation and
 DG5946.processing techniques.
 DG5946
 DG5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5946
 DG5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5946
 DG5946.The ellipsoidal height was determined by GPS observations
 DG5946.and is referenced to NAD 83.
 DG5946
 DG5946.The geoid height was determined by GEOID03.
 DG5946
 DG5946;                    North         East     Units Scale Factor Converg.
 DG5946;SPC AZ C     -   561,057.579   189,312.048   MT  0.99990712   -0 09 25.6
 DG5946;SPC AZ C     - 1,840,740.09    621,102.52   iFT  0.99990712   -0 09 25.6
 DG5946;UTM  12      - 3,991,106.360   393,401.214   MT  0.99974001   -0 41 48.3
 DG5946
 DG5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5946!SPC AZ C     -   0.99967765  x   0.99990712  =   0.99958480
 DG5946!UTM  12      -   0.99967765  x   0.99974001  =   0.99941775
 DG5946
 DG5946                          SUPERSEDED SURVEY CONTROL
 DG5946
 DG5946.No superseded survey control is available for this station.
 DG5946
 DG5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9340191106(NAD 83)
 DG5946_MARKER: Z = SEE DESCRIPTION
 DG5946_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DG5946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5946+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5946
 DG5946  HISTORY     - Date     Condition        Report By
 DG5946  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5946  HISTORY     - 20050401 GOOD             GRANCN
 DG5946
 DG5946                          STATION DESCRIPTION
 DG5946
 DG5946'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5946'28.5 MILES NORTH OF THE INTERSECTION OF HIGHWAYS 180 AND 64 IN VALLE,
 DG5946'AZ, GO  STRAIGHT THROUGH INTERSECTION AND PROCEED PAST MATHER POINT ON
 DG5946'GRAND CANYON VILLAGE ROAD
 DG5946' 
 DG5946'MILEAGES ARE REFERENCED FROM INTERSECTION OF HWY 64, EAST RIM DRIVE
 DG5946'(HWY 64 EAST), AND GRAND CANYON VILLAGE ROAD, 0.6 MILES SOUTH OF
 DG5946'MATHER  POINT.
 DG5946' 
 DG5946'PASS PARK HEADQUARTERS AT 1.8 MILES - PROCEED STRAIGHT ON GRAND CANYON
 DG5946'VILLAGE ROAD, PASS TRAIN DEPOT AND THE EL TOVAR HOTEL AT 2.8 MILES-
 DG5946'PROCEED  STRAIGHT (WESTERLY) ON GRAND CANYON VILLAGE ROAD, AT 3.2
 DG5946'MILES TURN  RIGHT AT HERMITS REST ROAD. FOLLOW HERMIT'S REST ROAD (OR
 DG5946'WEST RIM  DRIVE) FOR 4.8 MILES (8.0 MILES FROM HWY 64 INTERSECTION) TO
 DG5946'A VEHICLE  PULLOUT ON THE RIGHT WITH MORTARED BARRIERS. AT 8.1 MILES
 DG5946'THERE IS A DIRT  DRIVE WITH A LOCKED GATE ON THE LEFT (SOUTH) SIDE OF
 DG5946'HERMITS REST ROAD.  PROCEED DOWN THE DRIVE, PAST THE GATE FOR 240
 DG5946'PACES TO A 10 FOOT  SQUARE SHED AND ARIZONA PUBLIC SERVICE UTILITY
 DG5946'POLE WITH METER NUMBER 348079
 DG5946' 
 DG5946'CURRENTLY THERE IS NO STATION DISK AT THIS STATION.  THE STATION IS
 DG5946'THE  FIXED MOUNT FOR A GPS ANTENNA. THE ANTENNA IS FIXED ATOP SAID
 DG5946'UTILITY POLE,  18 FEET OF THE GROUND AND 1 FOOT FROM THE TOP OF THE
 DG5946'WOODEN UTILITY POLE
 DG5946' 
 DG5946'ANTENNA CABLE ATTACHED TO ANTENNA AND RUN THROUGH CONDUIT INTO SHED.
 DG5946' 
 DG5946'THE SHED HAS A 100 AMP CIRCUIT BREAKER SERVICE (110 VOLT) WITH AMPLE
 DG5946'POWER OUTLETS. THERE IS ALSO A WORKING PHONE, PHONE MODEM, PHONE
 DG5946'ANSWERING MACHINE AND FIRE EXTINGUISHER INSIDE THE SHED. THERE IS
 DG5946'ALSO,  STORED INSIDE THE SHED, A TRACE INVERTER/ CHARGER SERIAL NUMBER
 DG5946'07723 AND 12  VOLT DEEP CYCLE BATTERY.
 DG5946' 
 DG5946'ACCESS TO HERMITS REST ROAD AND THE EQUIPMENT SHED SHOULD BE  ARRANGED
 DG5946'BY CALLING GRAND CANYON MONITORING AND RESEARCH CENTER  (GCMRC) SURVEY
 DG5946'DEPARTMENT AT 928-556-7459.
 DG5946
 DG5946                          STATION RECOVERY (2005)
 DG5946
 DG5946'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0991 ***********************************************************************
 CZ0991  DESIGNATION -  AC 43
 CZ0991  PID         -  CZ0991
 CZ0991  STATE/COUNTY-  AZ/PINAL
 CZ0991  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0991
 CZ0991                         *CURRENT SURVEY CONTROL
 CZ0991  ___________________________________________________________________
 CZ0991* NAD 83(1992)-  32 53 33.77778(N)    111 46 26.93385(W)     ADJUSTED  
 CZ0991* NAVD 88     -       420.51   (+/-2cm)    1379.6    (feet)  VERTCON   
 CZ0991  ___________________________________________________________________
 CZ0991  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ0991  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ0991
 CZ0991  HORZ ORDER  -  FIRST
 CZ0991  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0991
 CZ0991.The horizontal coordinates were established by classical geodetic methods
 CZ0991.and adjusted by the National Geodetic Survey in August 1993..
 CZ0991
 CZ0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0991.The vertical order pertains to the NGVD 29 superseded value.
 CZ0991
 CZ0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0991
 CZ0991.The geoid height was determined by GEOID03.
 CZ0991
 CZ0991;                    North         East     Units Scale Factor Converg.
 CZ0991;SPC AZ C     -   209,863.572   226,693.568   MT  0.99990219   +0 04 38.6
 CZ0991;SPC AZ C     -   688,528.78    743,745.30   iFT  0.99990219   +0 04 38.6
 CZ0991;UTM  12      - 3,639,659.191   427,593.986   MT  0.99966464   -0 25 13.6
 CZ0991
 CZ0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0991!SPC AZ C     -   0.99993872  x   0.99990219  =   0.99984091
 CZ0991!UTM  12      -   0.99993872  x   0.99966464  =   0.99960338
 CZ0991
 CZ0991|---------------------------------------------------------------------|
 CZ0991| PID    Reference Object                     Distance      Geod. Az  |
 CZ0991|                                                           dddmmss.s |
 CZ0991| CH4731 AC 43 RM E                            8.831 METERS 08846     |
 CZ0991| CZ2047 CASA GRANDE 2                       APPROX. 9.9 KM 1444431.0 |
 CZ0991| CH4732 AC 43 RM S                            8.831 METERS 17844     |
 CZ0991|---------------------------------------------------------------------|
 CZ0991
 CZ0991                          SUPERSEDED SURVEY CONTROL
 CZ0991
 CZ0991  NAD 83(1986)-  32 53 33.77178(N)    111 46 26.93527(W) AD(       ) 1
 CZ0991  NAD 27      -  32 53 33.57718(N)    111 46 24.46291(W) AD(       ) 1
 CZ0991  NGVD 29 (??/??/92)  419.897  (m)         1377.61   (f) ADJ UNCH    1 2
 CZ0991
 CZ0991.Superseded values are not recommended for survey control.
 CZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0991.See file dsdata.txt to determine how the superseded data were derived.
 CZ0991
 CZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2759439659(NAD 83)
 CZ0991_MARKER: DD = SURVEY DISK
 CZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0991_STAMPING: AC 43 1967
 CZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0991+STABILITY: SURFACE MOTION
 CZ0991
 CZ0991  HISTORY     - Date     Condition        Report By
 CZ0991  HISTORY     - 1967     MONUMENTED       DMA
 CZ0991  HISTORY     - 1967     GOOD             NGS
 CZ0991  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0991  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0991
 CZ0991                          STATION DESCRIPTION
 CZ0991
 CZ0991'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ0991'T-6-S.  R-6-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ0991'
 CZ0991'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ0991'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ0991'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ0991'MARK IS STAMPED--AC 43 1967 ARMY MAP SERVICE.
 CZ0991'
 CZ0991'THE STATION MARK IS LOCATED 450 FEET SOUTH OF THE CENTERLINE
 CZ0991'OF THE EAST-WEST ROAD.  43 FEET EAST OF THE NORTH-SOUTH FENCE.  46
 CZ0991'FEET EAST OF THE NORTH-SOUTH POWERLINE.  74 FEET EAST OF THE
 CZ0991'CENTERLINE OF NORTH-SOUTH ROAD.
 CZ0991'
 CZ0991'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ0991'GRANDE, ARIZONA GO NORTH ON 93 (PINAL AVE.) 1.0 MILE TO A
 CZ0991'CROSSROAD.  TURN LEFT AND GO WEST 1.0 MILE TO A CROSSROAD
 CZ0991'(THRONTON ROAD) AND THE STATION SITE.
 CZ0991
 CZ0991                          STATION RECOVERY (1967)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0991'1.8 MI NW FROM CASA GRANDE.
 CZ0991'ABOUT 1.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0991'THE STATION AT CASA GRANDE, THENCE 0.35 MILE NORTH ALONG A PAVED ROAD,
 CZ0991'IN S 19, T 6 S, R 6 E, 0.1 MILE SOUTH OF THE INTERSECTION OF THE PAVED
 CZ0991'ROAD AND A ROAD, 74 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET
 CZ0991'EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CZ0991'CONCRETE POST PROJECTING 3 INCHES.
 CZ0991
 CZ0991                          STATION RECOVERY (1980)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0991'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED IS
 CZ0991'NOW A PLOWED FIELD.
 CZ0991
 CZ0991                          STATION RECOVERY (1980)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0991'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED IS
 CZ0991'NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2272 ***********************************************************************
 CZ2272  DESIGNATION -  AC 43X
 CZ2272  PID         -  CZ2272
 CZ2272  STATE/COUNTY-  AZ/PINAL
 CZ2272  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2272
 CZ2272                         *CURRENT SURVEY CONTROL
 CZ2272  ___________________________________________________________________
 CZ2272* NAD 83(1992)-  32 54 03.13633(N)    111 46 19.74424(W)     ADJUSTED  
 CZ2272* NAVD 88     -       473.0    (meters)    1552.     (feet)  VERTCON   
 CZ2272  ___________________________________________________________________
 CZ2272  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2272  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2272
 CZ2272  HORZ ORDER  -  FIRST
 CZ2272
 CZ2272.The horizontal coordinates were established by classical geodetic methods
 CZ2272.and adjusted by the National Geodetic Survey in August 1993..
 CZ2272
 CZ2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2272
 CZ2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2272
 CZ2272.The geoid height was determined by GEOID03.
 CZ2272
 CZ2272;                    North         East     Units Scale Factor Converg.
 CZ2272;SPC AZ C     -   210,768.165   226,879.173   MT  0.99990225   +0 04 42.6
 CZ2272;SPC AZ C     -   691,496.60    744,354.24   iFT  0.99990225   +0 04 42.6
 CZ2272;UTM  12      - 3,640,561.922   427,787.398   MT  0.99966430   -0 25 10.0
 CZ2272
 CZ2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2272!SPC AZ C     -   0.99993047  x   0.99990225  =   0.99983273
 CZ2272!UTM  12      -   0.99993047  x   0.99966430  =   0.99959480
 CZ2272
 CZ2272|---------------------------------------------------------------------|
 CZ2272| PID    Reference Object                     Distance      Geod. Az  |
 CZ2272|                                                           dddmmss.s |
 CZ2272| CH4733 AC 43X RM 1                          10.407 METERS 05156     |
 CZ2272| CZ2133 AE 43                               APPROX. 3.1 KM 1043231.5 |
 CZ2272| CH4734 AC 43X RM 2                          11.422 METERS 15837     |
 CZ2272| CH4735 AC 43X RM 3                           9.947 METERS 27232     |
 CZ2272|---------------------------------------------------------------------|
 CZ2272
 CZ2272                          SUPERSEDED SURVEY CONTROL
 CZ2272
 CZ2272  NAD 83(1986)-  32 54 03.13034(N)    111 46 19.74576(W) AD(       ) 1
 CZ2272  NAD 27      -  32 54 02.93645(N)    111 46 17.27288(W) AD(       ) 1
 CZ2272  NGVD 29 (07/19/86)  472.4    (m)         1550.     (f) VERT ANG       
 CZ2272
 CZ2272.Superseded values are not recommended for survey control.
 CZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2272.See file dsdata.txt to determine how the superseded data were derived.
 CZ2272
 CZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2778740562(NAD 83)
 CZ2272_MARKER: DD = SURVEY DISK
 CZ2272_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2272
 CZ2272  HISTORY     - Date     Condition        Report By
 CZ2272  HISTORY     - 1966     MONUMENTED       DMA
 CZ2272
 CZ2272                          STATION DESCRIPTION
 CZ2272
 CZ2272'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2272'T-6-S.  R-6-E.  IN SECTION 18 ABOUT 0.5 MILE NORTH-NORTHEAST
 CZ2272'OF THE SOUTHWEST CORNER.
 CZ2272'
 CZ2272'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X ARMY MAP SERVICE 1966.  LOCATED ON THE HIGHEST POINT OF A
 CZ2272'SMALL LONE BUTTE AND 2 FEET EAST OF A 3-INCH IRON PIPE THAT
 CZ2272'PROJECTS ONE FOOT ABOVE THE GROUND.
 CZ2272'
 CZ2272'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2272'GRANDE, PINAL COUNTY, ARIZONA, GO NORTH ON ROUTE 93 (PINAL AVENUE)
 CZ2272'FOR ONE MILE TO COTTONWOOD LANE.  TURN LEFT AND GO WEST ON
 CZ2272'COTTONWOOD LANE FOR 1.0 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 CZ2272'NORTH FOR 0.5 MILE TO A DESERT ROAD TO THE NORTHEAST.  TURN RIGHT
 CZ2272'AND GO NORTHEAST FOR 0.05 MILE, THENCE EAST ON DESERT ROAD FOR
 CZ2272'0.1 MILE TO A POINT NEAR THE SOUTHEAST END OF THE BUTTE AND END
 CZ2272'OF TRUCK TRAVEL.  ABOUT A FOUR MINUTE PACK TO TOP OF BUTTE AND
 CZ2272'STATION SITE.  TWO-WHEEL DRIVE STATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 1.  ARMY MAP SERVICE 1966.  LOCATED 34.14 FEET
 CZ2272'NORTHEAST OF THE STATION AND 9.4 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 2.  ARMY MAP SERVICE 1966.  LOCATED 37.47 FEET
 CZ2272'SOUTH-SOUTHEAST OF THE STATION AND 5.1 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 3.  ARMY MAP SERVICE 1966.  LOCATED 32.63 FEET WEST OF
 CZ2272'THE STATION AND 9.5 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'VIEW FROM TRIPOD HEIGHT CLEAR IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2273 ***********************************************************************
 CZ2273  DESIGNATION -  AC 44
 CZ2273  PID         -  CZ2273
 CZ2273  STATE/COUNTY-  AZ/PINAL
 CZ2273  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2273
 CZ2273                         *CURRENT SURVEY CONTROL
 CZ2273  ___________________________________________________________________
 CZ2273* NAD 83(1992)-  32 52 44.82257(N)    111 46 26.18329(W)     ADJUSTED  
 CZ2273* NAVD 88     -       424.00   (+/-2cm)    1391.1    (feet)  VERTCON   
 CZ2273  ___________________________________________________________________
 CZ2273  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CZ2273  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2273
 CZ2273  HORZ ORDER  -  FIRST
 CZ2273  VERT ORDER  -  THIRD ? (See Below)
 CZ2273
 CZ2273.The horizontal coordinates were established by classical geodetic methods
 CZ2273.and adjusted by the National Geodetic Survey in August 1993..
 CZ2273
 CZ2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2273.The vertical order pertains to the NGVD 29 superseded value.
 CZ2273
 CZ2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2273
 CZ2273.The geoid height was determined by GEOID03.
 CZ2273
 CZ2273;                    North         East     Units Scale Factor Converg.
 CZ2273;SPC AZ C     -   208,355.622   226,715.113   MT  0.99990220   +0 04 38.9
 CZ2273;SPC AZ C     -   683,581.44    743,815.99   iFT  0.99990220   +0 04 38.9
 CZ2273;UTM  12      - 3,638,151.469   427,602.428   MT  0.99966463   -0 25 12.6
 CZ2273
 CZ2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2273!SPC AZ C     -   0.99993817  x   0.99990220  =   0.99984038
 CZ2273!UTM  12      -   0.99993817  x   0.99966463  =   0.99960282
 CZ2273
 CZ2273|---------------------------------------------------------------------|
 CZ2273| PID    Reference Object                     Distance      Geod. Az  |
 CZ2273|                                                           dddmmss.s |
 CZ2273| CH4736 AC 44 RM E                            8.839 METERS 08921     |
 CZ2273| CZ2047 CASA GRANDE 2                       APPROX. 8.7 KM 1390549.3 |
 CZ2273| CH4737 AC 44 RM S                            8.830 METERS 17919     |
 CZ2273|---------------------------------------------------------------------|
 CZ2273
 CZ2273                          SUPERSEDED SURVEY CONTROL
 CZ2273
 CZ2273  NAD 83(1986)-  32 52 44.81657(N)    111 46 26.18459(W) AD(       ) 1
 CZ2273  NAD 27      -  32 52 44.62057(N)    111 46 23.71355(W) AD(       ) 1
 CZ2273  NGVD 29 (07/19/86)  423.39   (m)         1389.1    (f) LEVELING    3  
 CZ2273
 CZ2273.Superseded values are not recommended for survey control.
 CZ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2273.See file dsdata.txt to determine how the superseded data were derived.
 CZ2273
 CZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2760238151(NAD 83)
 CZ2273_MARKER: DD = SURVEY DISK
 CZ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2273
 CZ2273  HISTORY     - Date     Condition        Report By
 CZ2273  HISTORY     - 1967     MONUMENTED       DMA
 CZ2273  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2273
 CZ2273                          STATION DESCRIPTION
 CZ2273
 CZ2273'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2273'T-6-S.  R-6-E.  IN SECTION 30 NEAR THE NORTHWEST CORNER.
 CZ2273'
 CZ2273'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2273'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2273'DIAMETER PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2273'MARK IS STAMPED--AC 44 1967 ARMY MAP SERVICE.
 CZ2273'
 CZ2273'THE STATION MARK IS LOCATED 96 FEET SOUTH OF THE CENTERLINE OF
 CZ2273'EAST-WEST HIGHWAY.  52 FEET SOUTH OF THE EAST-WEST POWERLINE.  115
 CZ2273'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  89 FEET
 CZ2273'EAST OF THE CENTERLINE OF THE NORTH-SOUTH CANAL ROAD.  76 FEET
 CZ2273'EAST OF THE CENTERLINE OF THE NORTH-SOUTH CANAL.  61 FEET EAST
 CZ2273'OF THE CENTERLINE OF THE NORTH-SOUTH CANAL ROAD.  26 FEET EAST
 CZ2273'OF THE CENTERLINE OF A DOUBLE POLE POWERLINE.  121 FEET WEST OF
 CZ2273'THE CENTERLINE OF NORTH-SOUTH DRIVE.
 CZ2273'
 CZ2273'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2273'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2273'(THORNTON ROAD) AND THE STATION SITE.
 CZ2273
 CZ2273                          STATION RECOVERY (1998)
 CZ2273
 CZ2273'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2309 ***********************************************************************
 CZ2309  DESIGNATION -  AC 45
 CZ2309  PID         -  CZ2309
 CZ2309  STATE/COUNTY-  AZ/PINAL
 CZ2309  USGS QUAD   -  CHUICHU (1992)
 CZ2309
 CZ2309                         *CURRENT SURVEY CONTROL
 CZ2309  ___________________________________________________________________
 CZ2309* NAD 83(1992)-  32 51 52.59941(N)    111 46 29.48010(W)     ADJUSTED  
 CZ2309* NAVD 88     -       424.98   (+/-2cm)    1394.3    (feet)  VERTCON   
 CZ2309  ___________________________________________________________________
 CZ2309  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ2309  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2309
 CZ2309  HORZ ORDER  -  FIRST
 CZ2309  VERT ORDER  -  THIRD ? (See Below)
 CZ2309
 CZ2309.The horizontal coordinates were established by classical geodetic methods
 CZ2309.and adjusted by the National Geodetic Survey in August 1993..
 CZ2309
 CZ2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2309.The vertical order pertains to the NGVD 29 superseded value.
 CZ2309
 CZ2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2309
 CZ2309.The geoid height was determined by GEOID03.
 CZ2309
 CZ2309;                    North         East     Units Scale Factor Converg.
 CZ2309;SPC AZ C     -   206,746.870   226,631.584   MT  0.99990217   +0 04 37.0
 CZ2309;SPC AZ C     -   678,303.38    743,541.94   iFT  0.99990217   +0 04 37.0
 CZ2309;UTM  12      - 3,636,543.885   427,504.955   MT  0.99966480   -0 25 13.8
 CZ2309
 CZ2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2309!SPC AZ C     -   0.99993802  x   0.99990217  =   0.99984020
 CZ2309!UTM  12      -   0.99993802  x   0.99966480  =   0.99960284
 CZ2309
 CZ2309|---------------------------------------------------------------------|
 CZ2309| PID    Reference Object                     Distance      Geod. Az  |
 CZ2309|                                                           dddmmss.s |
 CZ2309| CH4738 AC 45 RM E                            8.830 METERS 17729     |
 CZ2309| CZ2318 AB 46                               APPROX. 2.2 KM 2260429.7 |
 CZ2309| CH4739 AC 45 RM S                            8.832 METERS 22612     |
 CZ2309|---------------------------------------------------------------------|
 CZ2309
 CZ2309                          SUPERSEDED SURVEY CONTROL
 CZ2309
 CZ2309  NAD 83(1986)-  32 51 52.59342(N)    111 46 29.48127(W) AD(       ) 1
 CZ2309  NAD 27      -  32 51 52.39616(N)    111 46 27.01128(W) AD(       ) 1
 CZ2309  NGVD 29 (07/19/86)  424.37   (m)         1392.3    (f) LEVELING    3  
 CZ2309
 CZ2309.Superseded values are not recommended for survey control.
 CZ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2309.See file dsdata.txt to determine how the superseded data were derived.
 CZ2309
 CZ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2750536544(NAD 83)
 CZ2309_MARKER: DD = SURVEY DISK
 CZ2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2309
 CZ2309  HISTORY     - Date     Condition        Report By
 CZ2309  HISTORY     - 1967     MONUMENTED       DMA
 CZ2309
 CZ2309                          STATION DESCRIPTION
 CZ2309
 CZ2309'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2309'T-6-S.  R-5-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2309'
 CZ2309'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2309'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2309'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2309'MARK IS STAMPED--AC 45 1967 ARMY MAP SERVICE.
 CZ2309'
 CZ2309'THE STATION MARK IS LOCATED 162 FEET WEST OF THE CENTERLINE
 CZ2309'OF NORTH-SOUTH ROAD.  92 FEET SOUTH OF THE CENTERLINE OF
 CZ2309'EAST-WEST ROAD.  63 FEET SOUTH OF THE EAST-WEST POWERLINE.  139
 CZ2309'FEET WEST OF THE NORTH-SOUTH POWERLINE.  118 FEET WEST OF THE
 CZ2309'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  66 FEET WEST OF
 CZ2309'THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2309'
 CZ2309'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2309'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2309'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2309'1.0 MILE TO A CROSSROAD (PETERS ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2306 ***********************************************************************
 CZ2306  DESIGNATION -  AC 46
 CZ2306  PID         -  CZ2306
 CZ2306  STATE/COUNTY-  AZ/PINAL
 CZ2306  USGS QUAD   -  CHUICHU (1992)
 CZ2306
 CZ2306                         *CURRENT SURVEY CONTROL
 CZ2306  ___________________________________________________________________
 CZ2306* NAD 83(1992)-  32 51 00.55927(N)    111 46 28.65696(W)     ADJUSTED  
 CZ2306* NAVD 88     -       427.23   (+/-2cm)    1401.7    (feet)  VERTCON   
 CZ2306  ___________________________________________________________________
 CZ2306  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2306  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2306
 CZ2306  HORZ ORDER  -  FIRST
 CZ2306  VERT ORDER  -  THIRD ? (See Below)
 CZ2306
 CZ2306.The horizontal coordinates were established by classical geodetic methods
 CZ2306.and adjusted by the National Geodetic Survey in August 1993..
 CZ2306
 CZ2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2306.The vertical order pertains to the NGVD 29 superseded value.
 CZ2306
 CZ2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2306
 CZ2306.The geoid height was determined by GEOID03.
 CZ2306
 CZ2306;                    North         East     Units Scale Factor Converg.
 CZ2306;SPC AZ C     -   205,143.904   226,655.138   MT  0.99990218   +0 04 37.4
 CZ2306;SPC AZ C     -   673,044.30    743,619.22   iFT  0.99990218   +0 04 37.4
 CZ2306;UTM  12      - 3,634,941.155   427,514.592   MT  0.99966478   -0 25 12.8
 CZ2306
 CZ2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2306!SPC AZ C     -   0.99993767  x   0.99990218  =   0.99983985
 CZ2306!UTM  12      -   0.99993767  x   0.99966478  =   0.99960247
 CZ2306
 CZ2306|---------------------------------------------------------------------|
 CZ2306| PID    Reference Object                     Distance      Geod. Az  |
 CZ2306|                                                           dddmmss.s |
 CZ2306| CH4740 AC 46 RM E                            8.827 METERS 08924     |
 CZ2306| CZ2047 CASA GRANDE 2                       APPROX. 6.7 KM 1201451.3 |
 CZ2306| CH4741 AC 46 RM S                            8.848 METERS 17908     |
 CZ2306|---------------------------------------------------------------------|
 CZ2306
 CZ2306                          SUPERSEDED SURVEY CONTROL
 CZ2306
 CZ2306  NAD 83(1986)-  32 51 00.55326(N)    111 46 28.65800(W) AD(       ) 1
 CZ2306  NAD 27      -  32 51 00.35429(N)    111 46 26.18940(W) AD(       ) 1
 CZ2306  NGVD 29 (07/19/86)  426.63   (m)         1399.7    (f) LEVELING    3  
 CZ2306
 CZ2306.Superseded values are not recommended for survey control.
 CZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2306.See file dsdata.txt to determine how the superseded data were derived.
 CZ2306
 CZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2751534941(NAD 83)
 CZ2306_MARKER: DD = SURVEY DISK
 CZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2306_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2306
 CZ2306  HISTORY     - Date     Condition        Report By
 CZ2306  HISTORY     - 1967     MONUMENTED       DMA
 CZ2306
 CZ2306                          STATION DESCRIPTION
 CZ2306
 CZ2306'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2306'T-7-S.  R-5-E.  IN SECTION 1 NEAR THE NORTHEAST CORNER.
 CZ2306'
 CZ2306'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2306'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2306'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2306'MARK IS STAMPED--AC 46 1967 ARMY MAP SERVICE.
 CZ2306'
 CZ2306'THE STATION MARK IS LOCATED 36.2 FEET SOUTH OF EAST-WEST
 CZ2306'FENCE.  37.2 FEET SOUTH OF EAST-WEST POWERLINE.  65 FEET SOUTH OF
 CZ2306'THE CENTERLINE OF EAST-WEST ROAD.  50 FEET WEST OF THE CENTERLINE
 CZ2306'OF NORTH-SOUTH IRRIGATION DITCH.  68 FEET WEST OF NORTH-SOUTH
 CZ2306'POWERLINE.  90 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2306'
 CZ2306'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2306'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2306'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2306'2.0 MILES TO A CROSSROAD (SELMA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2304 ***********************************************************************
 CZ2304  DESIGNATION -  AC 47
 CZ2304  PID         -  CZ2304
 CZ2304  STATE/COUNTY-  AZ/PINAL
 CZ2304  USGS QUAD   -  CHUICHU (1992)
 CZ2304
 CZ2304                         *CURRENT SURVEY CONTROL
 CZ2304  ___________________________________________________________________
 CZ2304* NAD 83(1992)-  32 50 09.15269(N)    111 46 26.79236(W)     ADJUSTED  
 CZ2304* NAVD 88     -       430.01   (+/-2cm)    1410.8    (feet)  VERTCON   
 CZ2304  ___________________________________________________________________
 CZ2304  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2304  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2304
 CZ2304  HORZ ORDER  -  FIRST
 CZ2304  VERT ORDER  -  THIRD ? (See Below)
 CZ2304
 CZ2304.The horizontal coordinates were established by classical geodetic methods
 CZ2304.and adjusted by the National Geodetic Survey in August 1993..
 CZ2304
 CZ2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2304.The vertical order pertains to the NGVD 29 superseded value.
 CZ2304
 CZ2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2304
 CZ2304.The geoid height was determined by GEOID03.
 CZ2304
 CZ2304;                    North         East     Units Scale Factor Converg.
 CZ2304;SPC AZ C     -   203,560.493   226,705.756   MT  0.99990220   +0 04 38.3
 CZ2304;SPC AZ C     -   667,849.39    743,785.29   iFT  0.99990220   +0 04 38.3
 CZ2304;UTM  12      - 3,633,357.742   427,551.459   MT  0.99966472   -0 25 11.2
 CZ2304
 CZ2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2304!SPC AZ C     -   0.99993723  x   0.99990220  =   0.99983944
 CZ2304!UTM  12      -   0.99993723  x   0.99966472  =   0.99960197
 CZ2304
 CZ2304|---------------------------------------------------------------------|
 CZ2304| PID    Reference Object                     Distance      Geod. Az  |
 CZ2304|                                                           dddmmss.s |
 CZ2304| CH4742 AC 47 RM E                            8.840 METERS 08831     |
 CZ2304| CZ2047 CASA GRANDE 2                       APPROX. 6.0 KM 1071458.0 |
 CZ2304| CH4743 AC 47 RM S                            8.837 METERS 17838     |
 CZ2304|---------------------------------------------------------------------|
 CZ2304
 CZ2304                          SUPERSEDED SURVEY CONTROL
 CZ2304
 CZ2304  NAD 83(1986)-  32 50 09.14667(N)    111 46 26.79319(W) AD(       ) 1
 CZ2304  NAD 27      -  32 50 08.94607(N)    111 46 24.32626(W) AD(       ) 1
 CZ2304  NGVD 29 (07/19/86)  429.40   (m)         1408.8    (f) LEVELING    3  
 CZ2304
 CZ2304.Superseded values are not recommended for survey control.
 CZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2304.See file dsdata.txt to determine how the superseded data were derived.
 CZ2304
 CZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2755133358(NAD 83)
 CZ2304_MARKER: DD = SURVEY DISK
 CZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2304
 CZ2304  HISTORY     - Date     Condition        Report By
 CZ2304  HISTORY     - 1967     MONUMENTED       DMA
 CZ2304
 CZ2304                          STATION DESCRIPTION
 CZ2304
 CZ2304'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2304'T-7-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHWEST CORNER.
 CZ2304'
 CZ2304'TO BE RESET IN 1968.  447 FT. E OF CENTERLINE OF N.S. ROAD 50
 CZ2304'FT. N OF E-W FENCE LINE.
 CZ2304'
 CZ2304'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2304'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2304'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2304'MARK IS STAMPED--AC 47 1967 ARMY MAP SERVICE.
 CZ2304'
 CZ2304'THE STATION MARK IS LOCATED 47 FEET NORTH OF EAST-WEST FENCE.  64
 CZ2304'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  34 FEET EAST
 CZ2304'OF NORTH-SOUTH FENCE.  32 FEET WEST OF NORTH-SOUTH DOUBLE POWER
 CZ2304'LINE.  88 FEET NORTH OF CENTERLINE OF EAST-WEST IRRIGATION
 CZ2304'DITCH.  75 FEET NORTH OF THE CENTERLINE OF IRRIGATION DITCH
 CZ2304'ROAD.  31 FEET NORTH OF THE CENTERLINE OF FIELD ROAD.
 CZ2304'
 CZ2304'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2304'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2304'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2304'3.0 MILES TO A T ROAD WEST (CORNMAN ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2312 ***********************************************************************
 CZ2312  DESIGNATION -  AC 48
 CZ2312  PID         -  CZ2312
 CZ2312  STATE/COUNTY-  AZ/PINAL
 CZ2312  USGS QUAD   -  CHUICHU (1992)
 CZ2312
 CZ2312                         *CURRENT SURVEY CONTROL
 CZ2312  ___________________________________________________________________
 CZ2312* NAD 83(1992)-  32 49 16.97982(N)    111 46 32.10354(W)     ADJUSTED  
 CZ2312* NAVD 88     -       431.56   (+/-2cm)    1415.9    (feet)  VERTCON   
 CZ2312  ___________________________________________________________________
 CZ2312  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CZ2312  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2312
 CZ2312  HORZ ORDER  -  FIRST
 CZ2312  VERT ORDER  -  THIRD ? (See Below)
 CZ2312
 CZ2312.The horizontal coordinates were established by classical geodetic methods
 CZ2312.and adjusted by the National Geodetic Survey in August 1993..
 CZ2312
 CZ2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2312.The vertical order pertains to the NGVD 29 superseded value.
 CZ2312
 CZ2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2312
 CZ2312.The geoid height was determined by GEOID03.
 CZ2312
 CZ2312;                    North         East     Units Scale Factor Converg.
 CZ2312;SPC AZ C     -   201,953.232   226,569.786   MT  0.99990215   +0 04 35.3
 CZ2312;SPC AZ C     -   662,576.22    743,339.19   iFT  0.99990215   +0 04 35.3
 CZ2312;UTM  12      - 3,631,752.101   427,401.589   MT  0.99966499   -0 25 13.4
 CZ2312
 CZ2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2312!SPC AZ C     -   0.99993699  x   0.99990215  =   0.99983915
 CZ2312!UTM  12      -   0.99993699  x   0.99966499  =   0.99960200
 CZ2312
 CZ2312|---------------------------------------------------------------------|
 CZ2312| PID    Reference Object                     Distance      Geod. Az  |
 CZ2312|                                                           dddmmss.s |
 CZ2312| CH4744 AC 48 RM E                            8.843 METERS 08958     |
 CZ2312| CZ2047 CASA GRANDE 2                       APPROX. 5.8 KM 0913629.3 |
 CZ2312| CH4745 AC 48 RM S                            8.838 METERS 17947     |
 CZ2312|---------------------------------------------------------------------|
 CZ2312
 CZ2312                          SUPERSEDED SURVEY CONTROL
 CZ2312
 CZ2312  NAD 83(1986)-  32 49 16.97380(N)    111 46 32.10435(W) AD(       ) 1
 CZ2312  NAD 27      -  32 49 16.77182(N)    111 46 29.63854(W) AD(       ) 1
 CZ2312  NGVD 29 (07/19/86)  430.95   (m)         1413.9    (f) LEVELING    3  
 CZ2312
 CZ2312.Superseded values are not recommended for survey control.
 CZ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2312.See file dsdata.txt to determine how the superseded data were derived.
 CZ2312
 CZ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2740231752(NAD 83)
 CZ2312_MARKER: DD = SURVEY DISK
 CZ2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2312+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 CZ2312
 CZ2312  HISTORY     - Date     Condition        Report By
 CZ2312  HISTORY     - 1967     MONUMENTED       DMA
 CZ2312  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2312  HISTORY     - 20050903 GOOD             INDIV
 CZ2312
 CZ2312                          STATION DESCRIPTION
 CZ2312
 CZ2312'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2312'T-7-S, R-5-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER.
 CZ2312'
 CZ2312'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2312'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2312'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2312'MARK IS STAMPED--AC 48 1967 ARMY MAP SERVICE.
 CZ2312'
 CZ2312'THE STATION MARK IS LOCATED 83 FEET NORTH OF THE CENTERLINE OF
 CZ2312'EAST-WEST ROAD.  395 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2312'ROAD.  362 FEET WEST OF THE NORTH-SOUTH POWER LINE.
 CZ2312'
 CZ2312'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2312'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2312'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2312'FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO CROSSROAD
 CZ2312'(HANNA ROAD).  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2312'CROSSROAD AND THE STATION SITE.
 CZ2312
 CZ2312                          STATION RECOVERY (1998)
 CZ2312
 CZ2312'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2312'MARK NOT FOUND.
 CZ2312
 CZ2312                          STATION RECOVERY (2005)
 CZ2312
 CZ2312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WGH)
 CZ2312'REPORTED AS NOT FOUND IN 1998 BY US POWER SQUADRON, MARK WAS
 CZ2312'RECOVERED, AS DESCRIBED, IN GOOD CONDITION SURROUNDED BY THE 4 LEAVES
 CZ2312'OF A LARGE CONCRETE AERIAL TARGET.
 CZ2312'WILLIAM G. HACKATHORN, RLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2307 ***********************************************************************
 CZ2307  DESIGNATION -  AC 49
 CZ2307  PID         -  CZ2307
 CZ2307  STATE/COUNTY-  AZ/PINAL
 CZ2307  USGS QUAD   -  CHUICHU (1992)
 CZ2307
 CZ2307                         *CURRENT SURVEY CONTROL
 CZ2307  ___________________________________________________________________
 CZ2307* NAD 83(1992)-  32 48 22.54157(N)    111 46 28.89079(W)     ADJUSTED  
 CZ2307* NAVD 88     -       434.83   (+/-2cm)    1426.6    (feet)  VERTCON   
 CZ2307  ___________________________________________________________________
 CZ2307  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 CZ2307  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2307
 CZ2307  HORZ ORDER  -  FIRST
 CZ2307  VERT ORDER  -  THIRD ? (See Below)
 CZ2307
 CZ2307.The horizontal coordinates were established by classical geodetic methods
 CZ2307.and adjusted by the National Geodetic Survey in August 1993..
 CZ2307
 CZ2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2307.The vertical order pertains to the NGVD 29 superseded value.
 CZ2307
 CZ2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2307
 CZ2307.The geoid height was determined by GEOID03.
 CZ2307
 CZ2307;                    North         East     Units Scale Factor Converg.
 CZ2307;SPC AZ C     -   200,276.492   226,655.597   MT  0.99990218   +0 04 36.9
 CZ2307;SPC AZ C     -   657,075.10    743,620.73   iFT  0.99990218   +0 04 36.9
 CZ2307;UTM  12      - 3,630,075.078   427,472.843   MT  0.99966486   -0 25 11.1
 CZ2307
 CZ2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2307!SPC AZ C     -   0.99993648  x   0.99990218  =   0.99983867
 CZ2307!UTM  12      -   0.99993648  x   0.99966486  =   0.99960136
 CZ2307
 CZ2307:                Primary Azimuth Mark                     Grid Az
 CZ2307:SPC AZ C     -  CASA GRANDE 2                            075 12 17.7
 CZ2307:UTM  12      -  CASA GRANDE 2                            075 42 05.7
 CZ2307
 CZ2307|---------------------------------------------------------------------|
 CZ2307| PID    Reference Object                     Distance      Geod. Az  |
 CZ2307|                                                           dddmmss.s |
 CZ2307| CZ2047 CASA GRANDE 2                       APPROX. 6.0 KM 0751654.6 |
 CZ2307| CH4746 AC 49 RM E                            8.851 METERS 08905     |
 CZ2307| CH4747 AC 49 RM S                            8.838 METERS 17903     |
 CZ2307|---------------------------------------------------------------------|
 CZ2307
 CZ2307                          SUPERSEDED SURVEY CONTROL
 CZ2307
 CZ2307  NAD 83(1986)-  32 48 22.53555(N)    111 46 28.89147(W) AD(       ) 1
 CZ2307  NAD 27      -  32 48 22.33218(N)    111 46 26.42701(W) AD(       ) 1
 CZ2307  NGVD 29 (07/19/86)  434.22   (m)         1424.6    (f) LEVELING    3  
 CZ2307
 CZ2307.Superseded values are not recommended for survey control.
 CZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2307.See file dsdata.txt to determine how the superseded data were derived.
 CZ2307
 CZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2747330075(NAD 83)
 CZ2307_MARKER: DD = SURVEY DISK
 CZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2307
 CZ2307  HISTORY     - Date     Condition        Report By
 CZ2307  HISTORY     - 1966     MONUMENTED       DMA
 CZ2307  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2307
 CZ2307                          STATION DESCRIPTION
 CZ2307
 CZ2307'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2307'T-7-S.  R-5-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2307'
 CZ2307'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2307'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2307'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2307'MARK IS STAMPED--AC 49 1966 ARMY MAP SERVICE.
 CZ2307'
 CZ2307'THE STATION MARK IS LOCATED 120 FEET WEST OF THE CENTERLINE
 CZ2307'OF THE NORTH-SOUTH ROAD.  120 FEET SOUTH OF THE EAST-WEST POWER
 CZ2307'LINE.  81 FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2307'
 CZ2307'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2307'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2307'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2307'FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO CROSSROAD
 CZ2307'(HANNA ROAD).  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2307'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO SECTION LINE
 CZ2307'AND THE STATION SITE.
 CZ2307
 CZ2307                          STATION RECOVERY (1998)
 CZ2307
 CZ2307'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2310 ***********************************************************************
 CZ2310  DESIGNATION -  AC 50
 CZ2310  PID         -  CZ2310
 CZ2310  STATE/COUNTY-  AZ/PINAL
 CZ2310  USGS QUAD   -  CHUICHU (1992)
 CZ2310
 CZ2310                         *CURRENT SURVEY CONTROL
 CZ2310  ___________________________________________________________________
 CZ2310* NAD 83(1992)-  32 47 29.72168(N)    111 46 29.57826(W)     ADJUSTED  
 CZ2310* NAVD 88     -       437.03   (+/-2cm)    1433.8    (feet)  VERTCON   
 CZ2310  ___________________________________________________________________
 CZ2310  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CZ2310  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2310
 CZ2310  HORZ ORDER  -  FIRST
 CZ2310  VERT ORDER  -  THIRD ? (See Below)
 CZ2310
 CZ2310.The horizontal coordinates were established by classical geodetic methods
 CZ2310.and adjusted by the National Geodetic Survey in August 1993..
 CZ2310
 CZ2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2310.The vertical order pertains to the NGVD 29 superseded value.
 CZ2310
 CZ2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2310
 CZ2310.The geoid height was determined by GEOID03.
 CZ2310
 CZ2310;                    North         East     Units Scale Factor Converg.
 CZ2310;SPC AZ C     -   198,649.469   226,639.895   MT  0.99990217   +0 04 36.4
 CZ2310;SPC AZ C     -   651,737.10    743,569.21   iFT  0.99990217   +0 04 36.4
 CZ2310;UTM  12      - 3,628,448.639   427,443.047   MT  0.99966491   -0 25 10.9
 CZ2310
 CZ2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2310!SPC AZ C     -   0.99993614  x   0.99990217  =   0.99983831
 CZ2310!UTM  12      -   0.99993614  x   0.99966491  =   0.99960107
 CZ2310
 CZ2310|---------------------------------------------------------------------|
 CZ2310| PID    Reference Object                     Distance      Geod. Az  |
 CZ2310|                                                           dddmmss.s |
 CZ2310| CH4748 AC 50 RM E                            8.834 METERS 08907     |
 CZ2310| CH4749 AC 50 RM S                            8.841 METERS 17911     |
 CZ2310| CZ2286 CHUI                                APPROX. 3.6 KM 1965658.4 |
 CZ2310|---------------------------------------------------------------------|
 CZ2310
 CZ2310                          SUPERSEDED SURVEY CONTROL
 CZ2310
 CZ2310  NAD 83(1986)-  32 47 29.71565(N)    111 46 29.57882(W) AD(       ) 1
 CZ2310  NAD 27      -  32 47 29.51090(N)    111 46 27.11568(W) AD(       ) 1
 CZ2310  NGVD 29 (07/19/86)  436.42   (m)         1431.8    (f) LEVELING    3  
 CZ2310
 CZ2310.Superseded values are not recommended for survey control.
 CZ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2310.See file dsdata.txt to determine how the superseded data were derived.
 CZ2310
 CZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2744328449(NAD 83)
 CZ2310_MARKER: DD = SURVEY DISK
 CZ2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2310
 CZ2310  HISTORY     - Date     Condition        Report By
 CZ2310  HISTORY     - 1966     MONUMENTED       DMA
 CZ2310
 CZ2310                          STATION DESCRIPTION
 CZ2310
 CZ2310'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2310'T-7-S.  R-5-E.  IN SECTION 25 NEAR THE NORTHEAST CORNER.
 CZ2310'
 CZ2310'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2310'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2310'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2310'STATION MARK IS STAMPED--AC 50 1966 ARMY MAP SERVICE.
 CZ2310'
 CZ2310'THE STATION MARK IS LOCATED 84 FEET WEST OF THE NORTH-NORTHEAST
 CZ2310'SOUTH-SOUTHWEST ROAD.  119 FEET WEST OF THE ASSUMED NORTH-SOUTH
 CZ2310'SECTION LINE.  200 FEET SOUTH OF THE ASSUMED EAST-WEST SECTION
 CZ2310'LINE.  80 FEET SOUTH OF THE EAST-WEST FENCE.
 CZ2310'
 CZ2310'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 93
 CZ2310'IN CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILES
 CZ2310'TO CROSS STREET.  TURN RIGHT ON FLORENCE STREET AND GO SOUTHWEST
 CZ2310'AND SOUTH ON FLORENCE AND THEN CHUICHU ROAD FOR 5.8 MILES TO
 CZ2310'CROSSROAD.  TURN RIGHT AND GO FOR 1.0 MILES ON SHEDD ROAD TO
 CZ2310'GATE IN FENCE.  TURN LEFT THRU GATE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2311 ***********************************************************************
 CZ2311  DESIGNATION -  AC 51
 CZ2311  PID         -  CZ2311
 CZ2311  STATE/COUNTY-  AZ/PINAL
 CZ2311  USGS QUAD   -  CHUICHU (1992)
 CZ2311
 CZ2311                         *CURRENT SURVEY CONTROL
 CZ2311  ___________________________________________________________________
 CZ2311* NAD 83(1992)-  32 46 38.42091(N)    111 46 31.42983(W)     ADJUSTED  
 CZ2311* NAVD 88     -       440.86   (+/-2cm)    1446.4    (feet)  VERTCON   
 CZ2311  ___________________________________________________________________
 CZ2311  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CZ2311  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2311
 CZ2311  HORZ ORDER  -  FIRST
 CZ2311  VERT ORDER  -  THIRD ? (See Below)
 CZ2311
 CZ2311.The horizontal coordinates were established by classical geodetic methods
 CZ2311.and adjusted by the National Geodetic Survey in August 1993..
 CZ2311
 CZ2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2311.The vertical order pertains to the NGVD 29 superseded value.
 CZ2311
 CZ2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2311
 CZ2311.The geoid height was determined by GEOID03.
 CZ2311
 CZ2311;                    North         East     Units Scale Factor Converg.
 CZ2311;SPC AZ C     -   197,069.203   226,593.831   MT  0.99990216   +0 04 35.3
 CZ2311;SPC AZ C     -   646,552.50    743,418.08   iFT  0.99990216   +0 04 35.3
 CZ2311;UTM  12      - 3,626,869.206   427,383.309   MT  0.99966502   -0 25 11.3
 CZ2311
 CZ2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2311!SPC AZ C     -   0.99993554  x   0.99990216  =   0.99983770
 CZ2311!UTM  12      -   0.99993554  x   0.99966502  =   0.99960058
 CZ2311
 CZ2311|---------------------------------------------------------------------|
 CZ2311| PID    Reference Object                     Distance      Geod. Az  |
 CZ2311|                                                           dddmmss.s |
 CZ2311| CH4750 AC 51 RM E                            8.840 METERS 08907     |
 CZ2311| CH4751 AC 51 RM S                            8.843 METERS 17913     |
 CZ2311| CZ2286 CHUI                                APPROX. 2.2 KM 2080218.6 |
 CZ2311|---------------------------------------------------------------------|
 CZ2311
 CZ2311                          SUPERSEDED SURVEY CONTROL
 CZ2311
 CZ2311  NAD 83(1986)-  32 46 38.41488(N)    111 46 31.43027(W) AD(       ) 1
 CZ2311  NAD 27      -  32 46 38.20898(N)    111 46 28.96810(W) AD(       ) 1
 CZ2311  NGVD 29 (07/19/86)  440.25   (m)         1444.4    (f) LEVELING    3  
 CZ2311
 CZ2311.Superseded values are not recommended for survey control.
 CZ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2311.See file dsdata.txt to determine how the superseded data were derived.
 CZ2311
 CZ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2738326869(NAD 83)
 CZ2311_MARKER: DD = SURVEY DISK
 CZ2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2311
 CZ2311  HISTORY     - Date     Condition        Report By
 CZ2311  HISTORY     - 1966     MONUMENTED       DMA
 CZ2311
 CZ2311                          STATION DESCRIPTION
 CZ2311
 CZ2311'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2311'T-7-S.  R-5-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2311'
 CZ2311'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2311'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2311'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2311'MARK IS STAMPED--AC 51 1966 ARMY MAP SERVICE.
 CZ2311'
 CZ2311'THE STATION MARK IS LOCATED 283 FEET WEST OF THE NORTH-SOUTH
 CZ2311'FENCE.  68 FEET EAST OF THE NORTH-SOUTH TRAIL.  88 FEET SOUTH
 CZ2311'OF A LARGE BUSH.
 CZ2311'
 CZ2311'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2311'RESERVATION (CHUICHU ROAD AND BATTAGILA DRIVE) TRAVEL WEST ON
 CZ2311'DIRT ROAD (SOUTH OF FENCE) FOR 1.1 MILES TO CROSS TRAIL.  TURN
 CZ2311'RIGHT AND TRAVEL NORTH FOR 1.1 MILES TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2308 ***********************************************************************
 CZ2308  DESIGNATION -  AC 52
 CZ2308  PID         -  CZ2308
 CZ2308  STATE/COUNTY-  AZ/PINAL
 CZ2308  USGS QUAD   -  CHUICHU (1992)
 CZ2308
 CZ2308                         *CURRENT SURVEY CONTROL
 CZ2308  ___________________________________________________________________
 CZ2308* NAD 83(1992)-  32 45 45.27970(N)    111 46 29.32723(W)     ADJUSTED  
 CZ2308* NAVD 88     -       443.85   (+/-2cm)    1456.2    (feet)  VERTCON   
 CZ2308  ___________________________________________________________________
 CZ2308  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2308  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2308
 CZ2308  HORZ ORDER  -  FIRST
 CZ2308  VERT ORDER  -  THIRD ? (See Below)
 CZ2308
 CZ2308.The horizontal coordinates were established by classical geodetic methods
 CZ2308.and adjusted by the National Geodetic Survey in August 1993..
 CZ2308
 CZ2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2308.The vertical order pertains to the NGVD 29 superseded value.
 CZ2308
 CZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2308
 CZ2308.The geoid height was determined by GEOID03.
 CZ2308
 CZ2308;                    North         East     Units Scale Factor Converg.
 CZ2308;SPC AZ C     -   195,432.388   226,650.738   MT  0.99990218   +0 04 36.4
 CZ2308;SPC AZ C     -   641,182.38    743,604.78   iFT  0.99990218   +0 04 36.4
 CZ2308;UTM  12      - 3,625,232.347   427,426.029   MT  0.99966494   -0 25 09.5
 CZ2308
 CZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2308!SPC AZ C     -   0.99993507  x   0.99990218  =   0.99983725
 CZ2308!UTM  12      -   0.99993507  x   0.99966494  =   0.99960003
 CZ2308
 CZ2308|---------------------------------------------------------------------|
 CZ2308| PID    Reference Object                     Distance      Geod. Az  |
 CZ2308|                                                           dddmmss.s |
 CZ2308| CH4752 AC 52 RM E                            8.842 METERS 08908     |
 CZ2308| CH4753 AC 52 RM S                            8.832 METERS 17908     |
 CZ2308| CZ2286 CHUI                                APPROX. 1.1 KM 2560155.0 |
 CZ2308|---------------------------------------------------------------------|
 CZ2308
 CZ2308                          SUPERSEDED SURVEY CONTROL
 CZ2308
 CZ2308  NAD 83(1986)-  32 45 45.27366(N)    111 46 29.32754(W) AD(       ) 1
 CZ2308  NAD 27      -  32 45 45.06633(N)    111 46 26.86685(W) AD(       ) 1
 CZ2308  NGVD 29 (07/19/86)  443.25   (m)         1454.2    (f) LEVELING    3  
 CZ2308
 CZ2308.Superseded values are not recommended for survey control.
 CZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2308.See file dsdata.txt to determine how the superseded data were derived.
 CZ2308
 CZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2742625232(NAD 83)
 CZ2308_MARKER: DD = SURVEY DISK
 CZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2308
 CZ2308  HISTORY     - Date     Condition        Report By
 CZ2308  HISTORY     - 1966     MONUMENTED       DMA
 CZ2308
 CZ2308                          STATION DESCRIPTION
 CZ2308
 CZ2308'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2308'T-8-S.  R-5-E.  IN SECTION 1 (UNSURVEYED) ABOUT 240 FEET
 CZ2308'SOUTHWEST OF THE NORTHWEST CORNER OF SECTION 6
 CZ2308'
 CZ2308'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2308'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2308'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2308'MARK IS STAMPED--AC 52 1966 ARMY MAP SERVICE.
 CZ2308'
 CZ2308'THE STATION MARK IS LOCATED 72 FEET WEST OF THE NORTH-SOUTH
 CZ2308'POWER LINE.  239 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 CZ2308'OF SECTION 6.  95 FEET WEST OF THE ASSUMED NORTH-SOUTH SECTION
 CZ2308'LINE.
 CZ2308'
 CZ2308'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2308'RESERVATION (CHUICHU ROAD AND BATTAGILA DRIVE) TRAVEL WEST ON
 CZ2308'DIRT ROAD (SOUTH OF FENCE) FOR 1.1 MILES TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2211 ***********************************************************************
 CZ2211  DESIGNATION -  AC 53
 CZ2211  PID         -  CZ2211
 CZ2211  STATE/COUNTY-  AZ/PINAL
 CZ2211  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2211
 CZ2211                         *CURRENT SURVEY CONTROL
 CZ2211  ___________________________________________________________________
 CZ2211* NAD 83(1992)-  32 44 59.84669(N)    111 46 22.66744(W)     ADJUSTED  
 CZ2211* NAVD 88     -       446.28   (+/-2cm)    1464.2    (feet)  VERTCON   
 CZ2211  ___________________________________________________________________
 CZ2211  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2211  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2211
 CZ2211  HORZ ORDER  -  FIRST
 CZ2211  VERT ORDER  -  THIRD ? (See Below)
 CZ2211
 CZ2211.The horizontal coordinates were established by classical geodetic methods
 CZ2211.and adjusted by the National Geodetic Survey in August 1993..
 CZ2211
 CZ2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2211.The vertical order pertains to the NGVD 29 superseded value.
 CZ2211
 CZ2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2211
 CZ2211.The geoid height was determined by GEOID03.
 CZ2211
 CZ2211;                    North         East     Units Scale Factor Converg.
 CZ2211;SPC AZ C     -   194,033.169   226,825.965   MT  0.99990224   +0 04 39.9
 CZ2211;SPC AZ C     -   636,591.76    744,179.68   iFT  0.99990224   +0 04 39.9
 CZ2211;UTM  12      - 3,623,831.997   427,589.098   MT  0.99966465   -0 25 05.4
 CZ2211
 CZ2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2211!SPC AZ C     -   0.99993469  x   0.99990224  =   0.99983693
 CZ2211!UTM  12      -   0.99993469  x   0.99966465  =   0.99959936
 CZ2211
 CZ2211|---------------------------------------------------------------------|
 CZ2211| PID    Reference Object                     Distance      Geod. Az  |
 CZ2211|                                                           dddmmss.s |
 CZ2211| CH4754 AC 53 RM E                            8.840 METERS 08913     |
 CZ2211| CH4755 AC 53 RM S                            8.838 METERS 17918     |
 CZ2211| CZ2286 CHUI                                APPROX. 1.7 KM 3122434.2 |
 CZ2211|---------------------------------------------------------------------|
 CZ2211
 CZ2211                          SUPERSEDED SURVEY CONTROL
 CZ2211
 CZ2211  NAD 83(1986)-  32 44 59.84066(N)    111 46 22.66766(W) AD(       ) 1
 CZ2211  NAD 27      -  32 44 59.63199(N)    111 46 20.20806(W) AD(       ) 1
 CZ2211  NGVD 29 (07/19/86)  445.68   (m)         1462.2    (f) LEVELING    3  
 CZ2211
 CZ2211.Superseded values are not recommended for survey control.
 CZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2211.See file dsdata.txt to determine how the superseded data were derived.
 CZ2211
 CZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2758923832(NAD 83)
 CZ2211_MARKER: DD = SURVEY DISK
 CZ2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2211
 CZ2211  HISTORY     - Date     Condition        Report By
 CZ2211  HISTORY     - 1966     MONUMENTED       DMA
 CZ2211
 CZ2211                          STATION DESCRIPTION
 CZ2211
 CZ2211'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2211'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHWEST CORNER.
 CZ2211'
 CZ2211'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2211'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2211'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2211'GROUND.  THE MARK IS STAMPED--AC 53 1966 ARMY MAP SERVICE.
 CZ2211'
 CZ2211'THE STATION MARK IS LOCATED ABOUT 450 FEET EAST OF THE ASSUMED
 CZ2211'NORTH-SOUTH SECTION LINE.  75 FEET NORTHEAST OF THE
 CZ2211'NORTHWEST-SOUTHEAST ROAD.
 CZ2211'
 CZ2211'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2211'RESERVATION AT CHUICHU ROAD, 8 MILES SOUTH OF CASA GRANDE,
 CZ2211'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.35 MILES TO A
 CZ2211'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.25 MILE.  THE
 CZ2211'STATION SITE IS ABOUT 75 FEET NORTHEAST OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2214 ***********************************************************************
 CZ2214  DESIGNATION -  AC 54
 CZ2214  PID         -  CZ2214
 CZ2214  STATE/COUNTY-  AZ/PINAL
 CZ2214  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2214
 CZ2214                         *CURRENT SURVEY CONTROL
 CZ2214  ___________________________________________________________________
 CZ2214* NAD 83(1992)-  32 44 01.76166(N)    111 46 28.86418(W)     ADJUSTED  
 CZ2214* NAVD 88     -       449.11   (+/-2cm)    1473.5    (feet)  VERTCON   
 CZ2214  ___________________________________________________________________
 CZ2214  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CZ2214  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2214
 CZ2214  HORZ ORDER  -  FIRST
 CZ2214  VERT ORDER  -  THIRD ? (See Below)
 CZ2214
 CZ2214.The horizontal coordinates were established by classical geodetic methods
 CZ2214.and adjusted by the National Geodetic Survey in August 1993..
 CZ2214
 CZ2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2214.The vertical order pertains to the NGVD 29 superseded value.
 CZ2214
 CZ2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2214
 CZ2214.The geoid height was determined by GEOID03.
 CZ2214
 CZ2214;                    North         East     Units Scale Factor Converg.
 CZ2214;SPC AZ C     -   192,243.788   226,667.064   MT  0.99990218   +0 04 36.4
 CZ2214;SPC AZ C     -   630,721.09    743,658.35   iFT  0.99990218   +0 04 36.4
 CZ2214;UTM  12      - 3,622,044.483   427,414.760   MT  0.99966496   -0 25 08.1
 CZ2214
 CZ2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2214!SPC AZ C     -   0.99993424  x   0.99990218  =   0.99983643
 CZ2214!UTM  12      -   0.99993424  x   0.99966496  =   0.99959923
 CZ2214
 CZ2214|---------------------------------------------------------------------|
 CZ2214| PID    Reference Object                     Distance      Geod. Az  |
 CZ2214|                                                           dddmmss.s |
 CZ2214| CH4756 AC 54 RM E                            8.840 METERS 08908     |
 CZ2214| CH4757 AC 54 RM S                            8.838 METERS 17910     |
 CZ2214| CZ2286 CHUI                                APPROX. 3.1 KM 3394316.4 |
 CZ2214|---------------------------------------------------------------------|
 CZ2214
 CZ2214                          SUPERSEDED SURVEY CONTROL
 CZ2214
 CZ2214  NAD 83(1986)-  32 44 01.75563(N)    111 46 28.86425(W) AD(       ) 1
 CZ2214  NAD 27      -  32 44 01.54518(N)    111 46 26.40594(W) AD(       ) 1
 CZ2214  NGVD 29 (07/19/86)  448.51   (m)         1471.5    (f) LEVELING    3  
 CZ2214
 CZ2214.Superseded values are not recommended for survey control.
 CZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2214.See file dsdata.txt to determine how the superseded data were derived.
 CZ2214
 CZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2741522044(NAD 83)
 CZ2214_MARKER: DD = SURVEY DISK
 CZ2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2214
 CZ2214  HISTORY     - Date     Condition        Report By
 CZ2214  HISTORY     - 1966     MONUMENTED       DMA
 CZ2214
 CZ2214                          STATION DESCRIPTION
 CZ2214
 CZ2214'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2214'T-8-S.  R-5-E.  IN SECTION 13 ABOUT 0.35 MILE SOUTH OF THE
 CZ2214'NORTHEAST CORNER.
 CZ2214'
 CZ2214'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2214'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2214'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2214'MARK IS STAMPED--AC 54 1966 ARMY MAP SERVICE.
 CZ2214'
 CZ2214'THE STATION MARK IS LOCATED 50 FEET WEST OF THE SECTION
 CZ2214'CORNER.  (NORTHWEST CORNER OF SECTION 18, T-8-S.  R-6-E)
 CZ2214'
 CZ2214'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2214'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2214'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2214'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2214'FORK.  TURN LEFT AND GO EAST FOR 0.35 MILE.  TURN LEFT AND GO
 CZ2214'NORTH FOR 0.25 MILE PASSING ON THE EAST SIDE OF A LOW HILL TO
 CZ2214'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2213 ***********************************************************************
 CZ2213  DESIGNATION -  AC 55
 CZ2213  PID         -  CZ2213
 CZ2213  STATE/COUNTY-  AZ/PINAL
 CZ2213  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2213
 CZ2213                         *CURRENT SURVEY CONTROL
 CZ2213  ___________________________________________________________________
 CZ2213* NAD 83(1992)-  32 43 09.15424(N)    111 46 28.84677(W)     ADJUSTED  
 CZ2213* NAVD 88     -       452.66   (+/-2cm)    1485.1    (feet)  VERTCON   
 CZ2213  ___________________________________________________________________
 CZ2213  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2213  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2213
 CZ2213  HORZ ORDER  -  FIRST
 CZ2213  VERT ORDER  -  THIRD ? (See Below)
 CZ2213
 CZ2213.The horizontal coordinates were established by classical geodetic methods
 CZ2213.and adjusted by the National Geodetic Survey in August 1993..
 CZ2213
 CZ2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2213.The vertical order pertains to the NGVD 29 superseded value.
 CZ2213
 CZ2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2213
 CZ2213.The geoid height was determined by GEOID03.
 CZ2213
 CZ2213;                    North         East     Units Scale Factor Converg.
 CZ2213;SPC AZ C     -   190,623.354   226,669.688   MT  0.99990218   +0 04 36.3
 CZ2213;SPC AZ C     -   625,404.70    743,666.96   iFT  0.99990218   +0 04 36.3
 CZ2213;UTM  12      - 3,620,424.471   427,403.371   MT  0.99966498   -0 25 07.5
 CZ2213
 CZ2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2213!SPC AZ C     -   0.99993369  x   0.99990218  =   0.99983587
 CZ2213!UTM  12      -   0.99993369  x   0.99966498  =   0.99959869
 CZ2213
 CZ2213|---------------------------------------------------------------------|
 CZ2213| PID    Reference Object                     Distance      Geod. Az  |
 CZ2213|                                                           dddmmss.s |
 CZ2213| CH4758 AC 55 RM E                            8.830 METERS 08910     |
 CZ2213| CH4759 AC 55 RM S                            8.826 METERS 17914     |
 CZ2213| CZ2219 AB 55                               APPROX. 1.6 KM 2693543.4 |
 CZ2213|---------------------------------------------------------------------|
 CZ2213
 CZ2213                          SUPERSEDED SURVEY CONTROL
 CZ2213
 CZ2213  NAD 83(1986)-  32 43 09.14820(N)    111 46 28.84671(W) AD(       ) 1
 CZ2213  NAD 27      -  32 43 08.93582(N)    111 46 26.38989(W) AD(       ) 1
 CZ2213  NGVD 29 (07/19/86)  452.07   (m)         1483.2    (f) LEVELING    3  
 CZ2213
 CZ2213.Superseded values are not recommended for survey control.
 CZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2213.See file dsdata.txt to determine how the superseded data were derived.
 CZ2213
 CZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2740320424(NAD 83)
 CZ2213_MARKER: DD = SURVEY DISK
 CZ2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2213
 CZ2213  HISTORY     - Date     Condition        Report By
 CZ2213  HISTORY     - 1966     MONUMENTED       DMA
 CZ2213
 CZ2213                          STATION DESCRIPTION
 CZ2213
 CZ2213'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2213'T-8-S.  R-5-E.  IN LOT 12 OF SECTION 24
 CZ2213'
 CZ2213'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2213'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2213'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2213'GROUND.  THE MARK IS STAMPED AC 55 1966 ARMY MAP SERVICE.
 CZ2213'
 CZ2213'THE MARK IS LOCATED 70 FEET NORTH OF EAST-WEST FENCE AND 65
 CZ2213'FEET WEST OF TREE LINE.
 CZ2213'
 CZ2213'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2213'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2213'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2213'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2213'FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 0.8 MILE TO A TRAIL
 CZ2213'LEFT.  TURN LEFT AND GO EAST (PASSING NORTH OF A FEW BUILDINGS
 CZ2213'AND SOUTH OF A CORRAL) FOR 0.25 MILE.  TURN LEFT AND GO
 CZ2213'NORTHEAST (PASSING THRU A DOUBLE GATE) FOR 0.1 MILE TO A FIELD
 CZ2213'CORNER.  TURN RIGHT AND GO EAST ON NORTH SIDE OF FENCE FOR 0.1
 CZ2213'MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2215 ***********************************************************************
 CZ2215  DESIGNATION -  AC 56
 CZ2215  PID         -  CZ2215
 CZ2215  STATE/COUNTY-  AZ/PINAL
 CZ2215  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2215
 CZ2215                         *CURRENT SURVEY CONTROL
 CZ2215  ___________________________________________________________________
 CZ2215* NAD 83(1992)-  32 42 16.06441(N)    111 46 29.16865(W)     ADJUSTED  
 CZ2215* NAVD 88     -       454.76   (+/-2cm)    1492.0    (feet)  VERTCON   
 CZ2215  ___________________________________________________________________
 CZ2215  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2215  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2215
 CZ2215  HORZ ORDER  -  FIRST
 CZ2215  VERT ORDER  -  THIRD ? (See Below)
 CZ2215
 CZ2215.The horizontal coordinates were established by classical geodetic methods
 CZ2215.and adjusted by the National Geodetic Survey in August 1993..
 CZ2215
 CZ2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2215.The vertical order pertains to the NGVD 29 superseded value.
 CZ2215
 CZ2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2215
 CZ2215.The geoid height was determined by GEOID03.
 CZ2215
 CZ2215;                    North         East     Units Scale Factor Converg.
 CZ2215;SPC AZ C     -   188,988.052   226,663.495   MT  0.99990218   +0 04 36.0
 CZ2215;SPC AZ C     -   620,039.54    743,646.64   iFT  0.99990218   +0 04 36.0
 CZ2215;UTM  12      - 3,618,789.671   427,383.044   MT  0.99966502   -0 25 07.1
 CZ2215
 CZ2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2215!SPC AZ C     -   0.99993336  x   0.99990218  =   0.99983555
 CZ2215!UTM  12      -   0.99993336  x   0.99966502  =   0.99959840
 CZ2215
 CZ2215|---------------------------------------------------------------------|
 CZ2215| PID    Reference Object                     Distance      Geod. Az  |
 CZ2215|                                                           dddmmss.s |
 CZ2215| CH4760 AC 56 RM E                            8.839 METERS 08850     |
 CZ2215| CH4761 AC 56 RM S                            8.841 METERS 17849     |
 CZ2215| CZ2226 AA 58X                              APPROX. 4.3 KM 2254425.1 |
 CZ2215|---------------------------------------------------------------------|
 CZ2215
 CZ2215                          SUPERSEDED SURVEY CONTROL
 CZ2215
 CZ2215  NAD 83(1986)-  32 42 16.05838(N)    111 46 29.16845(W) AD(       ) 1
 CZ2215  NAD 27      -  32 42 15.84425(N)    111 46 26.71309(W) AD(       ) 1
 CZ2215  NGVD 29 (07/19/86)  454.17   (m)         1490.1    (f) LEVELING    3  
 CZ2215
 CZ2215.Superseded values are not recommended for survey control.
 CZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2215.See file dsdata.txt to determine how the superseded data were derived.
 CZ2215
 CZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2738318790(NAD 83)
 CZ2215_MARKER: DD = SURVEY DISK
 CZ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2215
 CZ2215  HISTORY     - Date     Condition        Report By
 CZ2215  HISTORY     - 1966     MONUMENTED       DMA
 CZ2215
 CZ2215                          STATION DESCRIPTION
 CZ2215
 CZ2215'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2215'T-8-S.  R-5-E.  IN SECTION 25 NEAR THE SOUTHWEST CORNER OF
 CZ2215'SECTION 19.
 CZ2215'
 CZ2215'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2215'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2215'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2215'MARK IS STAMPED--AC 56 1966 ARMY MAP SERVICE.
 CZ2215'
 CZ2215'THE STATION MARK IS LOCATED 61 FEET WEST OF THE NORTH-SOUTH
 CZ2215'FENCE.  75.3 FEET SOUTHWEST OF A SECTION CORNER.
 CZ2215'
 CZ2215'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2215'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU
 CZ2215'ROAD FOR 2.3 MILE TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 CZ2215'FOR 0.9 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO SOUTH
 CZ2215'(PASSING THRU THE VILLAGE OF SHOPISHK) FOR 1.3 MILE TO A TRAIL
 CZ2215'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.55 MILE TO A TRAIL
 CZ2215'FORK.  TAKE LEFT AND GO EAST FOR 0.3 MILE TO A NORTH-SOUTH
 CZ2215'FENCE.  TURN RIGHT AND GO SOUTH ALONG FENCE FOR 400 FEET TO
 CZ2215'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2216 ***********************************************************************
 CZ2216  DESIGNATION -  AC 57
 CZ2216  PID         -  CZ2216
 CZ2216  STATE/COUNTY-  AZ/PINAL
 CZ2216  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2216
 CZ2216                         *CURRENT SURVEY CONTROL
 CZ2216  ___________________________________________________________________
 CZ2216* NAD 83(1992)-  32 41 24.08649(N)    111 46 29.29035(W)     ADJUSTED  
 CZ2216* NAVD 88     -       457.01   (+/-2cm)    1499.4    (feet)  VERTCON   
 CZ2216  ___________________________________________________________________
 CZ2216  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2216  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2216
 CZ2216  HORZ ORDER  -  FIRST
 CZ2216  VERT ORDER  -  THIRD ? (See Below)
 CZ2216
 CZ2216.The horizontal coordinates were established by classical geodetic methods
 CZ2216.and adjusted by the National Geodetic Survey in August 1993..
 CZ2216
 CZ2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2216.The vertical order pertains to the NGVD 29 superseded value.
 CZ2216
 CZ2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2216
 CZ2216.The geoid height was determined by GEOID03.
 CZ2216
 CZ2216;                    North         East     Units Scale Factor Converg.
 CZ2216;SPC AZ C     -   187,387.011   226,662.467   MT  0.99990218   +0 04 35.8
 CZ2216;SPC AZ C     -   614,786.78    743,643.26   iFT  0.99990218   +0 04 35.8
 CZ2216;UTM  12      - 3,617,189.078   427,368.182   MT  0.99966505   -0 25 06.5
 CZ2216
 CZ2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2216!SPC AZ C     -   0.99993301  x   0.99990218  =   0.99983519
 CZ2216!UTM  12      -   0.99993301  x   0.99966505  =   0.99959808
 CZ2216
 CZ2216|---------------------------------------------------------------------|
 CZ2216| PID    Reference Object                     Distance      Geod. Az  |
 CZ2216|                                                           dddmmss.s |
 CZ2216| CH4762 AC 57 RM E                            8.837 METERS 08858     |
 CZ2216| CH4763 AC 57 RM S                            8.841 METERS 17853     |
 CZ2216| CZ2226 AA 58X                              APPROX. 3.4 KM 2454226.8 |
 CZ2216|---------------------------------------------------------------------|
 CZ2216
 CZ2216                          SUPERSEDED SURVEY CONTROL
 CZ2216
 CZ2216  NAD 83(1986)-  32 41 24.08046(N)    111 46 29.29001(W) AD(       ) 1
 CZ2216  NAD 27      -  32 41 23.86447(N)    111 46 26.83627(W) AD(       ) 1
 CZ2216  NGVD 29 (07/19/86)  456.42   (m)         1497.4    (f) LEVELING    3  
 CZ2216
 CZ2216.Superseded values are not recommended for survey control.
 CZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2216.See file dsdata.txt to determine how the superseded data were derived.
 CZ2216
 CZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2736817189(NAD 83)
 CZ2216_MARKER: DD = SURVEY DISK
 CZ2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2216
 CZ2216  HISTORY     - Date     Condition        Report By
 CZ2216  HISTORY     - 1966     MONUMENTED       DMA
 CZ2216
 CZ2216                          STATION DESCRIPTION
 CZ2216
 CZ2216'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2216'T-8-S.  R-5-E.  IN SECTION 36 ABOUT 0.4 MILE SOUTH OF NORTHEAST
 CZ2216'CORNER.
 CZ2216'
 CZ2216'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2216'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2216'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2216'MARK IS STAMPED--AC 57 1966 ARMY MAP SERVICE.
 CZ2216'
 CZ2216'THE STATION MARK IS LOCATED 49 FEET WEST OF NORTH-SOUTH
 CZ2216'FENCE.  50 FEET NORTH OF ASSUMED SECTION LINE EAST.
 CZ2216'
 CZ2216'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2216'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU
 CZ2216'ROAD FOR 2.3 MILES TO A ROAD SOUTHEAST TURN LEFT AND GO
 CZ2216'SOUTHEAST FOR 0.9 MILE TO A ROAD FORK, TAKE THE RIGHT FORK
 CZ2216'AND GO SOUTH (PASSING THRU THE VILLAGE OF SHOPISHK) FOR 1.3 MILE
 CZ2216'TO A TRAIL SOUTHEAST, TURN LEFT AND GO SOUTHEAST FOR 0.55 MILE
 CZ2216'TO A TRAIL FORK, TAKE LEFT FORK AND GO EAST FOR 0.3 MILE TO A
 CZ2216'NORTH-SOUTH FENCE, TURN RIGHT AND GO SOUTH CROSS COUNTRY
 CZ2216'PARALLELING A NORTH-SOUTH FENCE FOR 1.0 MILE TO THE STATION
 CZ2216'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2212 ***********************************************************************
 CZ2212  DESIGNATION -  AC 58
 CZ2212  PID         -  CZ2212
 CZ2212  STATE/COUNTY-  AZ/PINAL
 CZ2212  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2212
 CZ2212                         *CURRENT SURVEY CONTROL
 CZ2212  ___________________________________________________________________
 CZ2212* NAD 83(1992)-  32 40 30.80118(N)    111 46 28.43524(W)     ADJUSTED  
 CZ2212* NAVD 88     -       461.93   (+/-2cm)    1515.5    (feet)  VERTCON   
 CZ2212  ___________________________________________________________________
 CZ2212  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ2212  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2212
 CZ2212  HORZ ORDER  -  FIRST
 CZ2212  VERT ORDER  -  THIRD ? (See Below)
 CZ2212
 CZ2212.The horizontal coordinates were established by classical geodetic methods
 CZ2212.and adjusted by the National Geodetic Survey in August 1993..
 CZ2212
 CZ2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2212.The vertical order pertains to the NGVD 29 superseded value.
 CZ2212
 CZ2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2212
 CZ2212.The geoid height was determined by GEOID03.
 CZ2212
 CZ2212;                    North         East     Units Scale Factor Converg.
 CZ2212;SPC AZ C     -   185,745.736   226,686.939   MT  0.99990219   +0 04 36.2
 CZ2212;SPC AZ C     -   609,402.02    743,723.55   iFT  0.99990219   +0 04 36.2
 CZ2212;UTM  12      - 3,615,548.043   427,378.471   MT  0.99966503   -0 25 05.5
 CZ2212
 CZ2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2212!SPC AZ C     -   0.99993223  x   0.99990219  =   0.99983443
 CZ2212!UTM  12      -   0.99993223  x   0.99966503  =   0.99959729
 CZ2212
 CZ2212|---------------------------------------------------------------------|
 CZ2212| PID    Reference Object                     Distance      Geod. Az  |
 CZ2212|                                                           dddmmss.s |
 CZ2212| CH4764 AC 58 RM E                            8.833 METERS 08845     |
 CZ2212| CH4765 AC 58 RM S                            8.829 METERS 17842     |
 CZ2212| CZ2226 AA 58X                              APPROX. 3.1 KM 2745239.9 |
 CZ2212|---------------------------------------------------------------------|
 CZ2212
 CZ2212                          SUPERSEDED SURVEY CONTROL
 CZ2212
 CZ2212  NAD 83(1986)-  32 40 30.79513(N)    111 46 28.43477(W) AD(       ) 1
 CZ2212  NAD 27      -  32 40 30.57752(N)    111 46 25.98255(W) AD(       ) 1
 CZ2212  NGVD 29 (07/19/86)  461.35   (m)         1513.6    (f) LEVELING    3  
 CZ2212
 CZ2212.Superseded values are not recommended for survey control.
 CZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2212.See file dsdata.txt to determine how the superseded data were derived.
 CZ2212
 CZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2737815548(NAD 83)
 CZ2212_MARKER: DD = SURVEY DISK
 CZ2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2212
 CZ2212  HISTORY     - Date     Condition        Report By
 CZ2212  HISTORY     - 1966     MONUMENTED       DMA
 CZ2212
 CZ2212                          STATION DESCRIPTION
 CZ2212
 CZ2212'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2212'T-9-S.  R-6-E.  IN SECTION 5 NEAR THE NORTHWEST CORNER.
 CZ2212'
 CZ2212'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2212'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2212'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2212'MARK IS STAMPED--AC 58 1966 ARMY MAP SERVICE.
 CZ2212'
 CZ2212'THE STATION MARK IS LOCATED IN THE INTERSECTING CENTERLINES
 CZ2212'OF EAST-WEST TRAIL AND TRAIL SOUTH.  100.0 FEET SOUTH-SOUTHEAST
 CZ2212'OF THE SECTION CORNER.  APPROXIMATELY 300 FEET EAST OF THE
 CZ2212'NORTH-SOUTH SECTION LINE.  APPROXIMATELY 80 FEET SOUTH OF THE
 CZ2212'EAST-WEST SECTION LINE.
 CZ2212'
 CZ2212'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2212'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2212'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2212'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2212'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2212'VILLAGE OF CHUICHU) TO A T ROAD SOUTHWEST.  TURN LEFT AND GO
 CZ2212'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2212'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2212'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2212'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN RIGHT AND GO
 CZ2212'WEST FOR (ON TRAIL) 1.0 MILE TO A SECTION CORNER AND THE
 CZ2212'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2217 ***********************************************************************
 CZ2217  DESIGNATION -  AC 59
 CZ2217  PID         -  CZ2217
 CZ2217  STATE/COUNTY-  AZ/PINAL
 CZ2217  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2217
 CZ2217                         *CURRENT SURVEY CONTROL
 CZ2217  ___________________________________________________________________
 CZ2217* NAD 83(1992)-  32 39 41.98350(N)    111 46 31.09480(W)     ADJUSTED  
 CZ2217* NAVD 88     -       476.54   (+/-2cm)    1563.4    (feet)  VERTCON   
 CZ2217  ___________________________________________________________________
 CZ2217  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2217  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2217
 CZ2217  HORZ ORDER  -  FIRST
 CZ2217  VERT ORDER  -  THIRD ? (See Below)
 CZ2217
 CZ2217.The horizontal coordinates were established by classical geodetic methods
 CZ2217.and adjusted by the National Geodetic Survey in August 1993..
 CZ2217
 CZ2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2217.The vertical order pertains to the NGVD 29 superseded value.
 CZ2217
 CZ2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2217
 CZ2217.The geoid height was determined by GEOID03.
 CZ2217
 CZ2217;                    North         East     Units Scale Factor Converg.
 CZ2217;SPC AZ C     -   184,241.956   226,619.656   MT  0.99990217   +0 04 34.6
 CZ2217;SPC AZ C     -   604,468.36    743,502.81   iFT  0.99990217   +0 04 34.6
 CZ2217;UTM  12      - 3,614,045.256   427,298.223   MT  0.99966517   -0 25 06.4
 CZ2217
 CZ2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2217!SPC AZ C     -   0.99992994  x   0.99990217  =   0.99983212
 CZ2217!UTM  12      -   0.99992994  x   0.99966517  =   0.99959513
 CZ2217
 CZ2217|---------------------------------------------------------------------|
 CZ2217| PID    Reference Object                     Distance      Geod. Az  |
 CZ2217|                                                           dddmmss.s |
 CZ2217| CH4766 AC 59 RM E                            8.835 METERS 08927     |
 CZ2217| CH4767 AC 59 RM S                            8.819 METERS 17925     |
 CZ2217| CZ2226 AA 58X                              APPROX. 3.5 KM 3002526.3 |
 CZ2217|---------------------------------------------------------------------|
 CZ2217
 CZ2217                          SUPERSEDED SURVEY CONTROL
 CZ2217
 CZ2217  NAD 83(1986)-  32 39 41.97744(N)    111 46 31.09422(W) AD(       ) 1
 CZ2217  NAD 27      -  32 39 41.75848(N)    111 46 28.64310(W) AD(       ) 1
 CZ2217  NGVD 29 (07/19/86)  475.96   (m)         1561.5    (f) LEVELING    3  
 CZ2217
 CZ2217.Superseded values are not recommended for survey control.
 CZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2217.See file dsdata.txt to determine how the superseded data were derived.
 CZ2217
 CZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2729814045(NAD 83)
 CZ2217_MARKER: DD = SURVEY DISK
 CZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2217
 CZ2217  HISTORY     - Date     Condition        Report By
 CZ2217  HISTORY     - 1966     MONUMENTED       DMA
 CZ2217
 CZ2217                          STATION DESCRIPTION
 CZ2217
 CZ2217'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2217'T-9-S.  R-6-E.  IN SECTION 8 ABOUT 0.35 MILE SOUTH OF
 CZ2217'NORTHWEST CORNER.
 CZ2217'
 CZ2217'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2217'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2217'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2217'GROUND.  THE MARK IS STAMPED--AC 59 1966 ARMY MAP SERVICE.
 CZ2217'
 CZ2217'THE STATION MARK IS LOCATED 29 FEET NORTH OF
 CZ2217'EAST-SOUTHEAST - WEST-NORTHWEST JEEP TRAIL.  ABOUT 50 FEET EAST
 CZ2217'OF THE NORTH-SOUTH SECTION LINE.
 CZ2217'
 CZ2217'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2217'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2217'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2217'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2217'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2217'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2217'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2217'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2217'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2217'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN RIGHT AND
 CZ2217'GO WEST FOR 1.0 MILE TO A SECTION CORNER AND BLADED TRAIL.  GO
 CZ2217'DUE SOUTH ON BLADED TRAIL FOR 1.0 MILE TO THE STATION SITE.
 CZ2217'(JUST NORTH OF A DIM EAST-SOUTHEAST - WEST-NORTHWEST TRAIL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0353 ***********************************************************************
 DT0353  DESIGNATION -  ACC 5
 DT0353  PID         -  DT0353
 DT0353  STATE/COUNTY-  AZ/GREENLEE
 DT0353  USGS QUAD   -  CLIFTON (1989)
 DT0353
 DT0353                         *CURRENT SURVEY CONTROL
 DT0353  ___________________________________________________________________
 DT0353* NAD 83(1986)-  33 03 21.     (N)    109 17 54.     (W)     SCALED    
 DT0353* NAVD 88     -      1057.731  (meters)    3470.24   (feet)  ADJUSTED  
 DT0353  ___________________________________________________________________
 DT0353  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DT0353  DYNAMIC HT  -        1056.237 (meters)    3465.34  (feet)  COMP
 DT0353  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 DT0353
 DT0353  VERT ORDER  -  SECOND    CLASS 0
 DT0353
 DT0353.The horizontal coordinates were scaled from a topographic map and have
 DT0353.an estimated accuracy of +/- 6 seconds.
 DT0353
 DT0353.The orthometric height was determined by differential leveling
 DT0353.and adjusted by the National Geodetic Survey in June 1991..
 DT0353
 DT0353.The geoid height was determined by GEOID03.
 DT0353
 DT0353.The dynamic height is computed by dividing the NAVD 88
 DT0353.geopotential number by the normal gravity value computed on the
 DT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0353.degrees latitude (g = 980.6199 gals.).
 DT0353
 DT0353.The modeled gravity was interpolated from observed gravity values.
 DT0353
 DT0353;                    North         East    Units  Estimated Accuracy
 DT0353;SPC AZ E     -   228,280.      294,450.      MT  (+/- 180 meters Scaled)
 DT0353
 DT0353                          SUPERSEDED SURVEY CONTROL
 DT0353
 DT0353  NGVD 29 (??/??/92) 1057.01   (m)         3467.9    (f) COMPUTED    2 0
 DT0353
 DT0353.Superseded values are not recommended for survey control.
 DT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0353.See file dsdata.txt to determine how the superseded data were derived.
 DT0353
 DT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB588587(NAD 83)
 DT0353_MARKER: DD = SURVEY DISK
 DT0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0353_SP_SET: ABUTMENT
 DT0353_STAMPING: A.C.-CO 5 E13468.571
 DT0353_MARK LOGO: AZ-011
 DT0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0353
 DT0353  HISTORY     - Date     Condition        Report By
 DT0353  HISTORY     - UNK      MONUMENTED       LOCENG
 DT0353  HISTORY     - 1934     GOOD             CGS
 DT0353
 DT0353                          STATION DESCRIPTION
 DT0353
 DT0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0353'IN CLIFTON.
 DT0353'ABOUT 100 YDS NORTH OF THE POST OFFICE, 66 YDS SOUTHEAST OF THE STATE
 DT0353'HIGHWAY NO. 71, 18 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD ACROSS
 DT0353'THE BRIDGE.  SET IN THE SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE
 DT0353'ACROSS THE SAN FRANCISCO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0417 ***********************************************************************
 GQ0417  DESIGNATION -  ACEE
 GQ0417  PID         -  GQ0417
 GQ0417  STATE/COUNTY-  AZ/MOHAVE
 GQ0417  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0417
 GQ0417                         *CURRENT SURVEY CONTROL
 GQ0417  ___________________________________________________________________
 GQ0417* NAD 83(1992)-  36 54 43.59456(N)    113 49 06.39657(W)     ADJUSTED  
 GQ0417* NAVD 88     -      1055.0    (meters)    3461.     (feet)  VERTCON   
 GQ0417  ___________________________________________________________________
 GQ0417  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 GQ0417  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 GQ0417
 GQ0417  HORZ ORDER  -  SECOND
 GQ0417
 GQ0417.The horizontal coordinates were established by classical geodetic methods
 GQ0417.and adjusted by the National Geodetic Survey in August 1993..
 GQ0417
 GQ0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0417
 GQ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0417
 GQ0417.The geoid height was determined by GEOID03.
 GQ0417
 GQ0417;                    North         East     Units Scale Factor Converg.
 GQ0417;SPC AZ W     -   655,741.323   207,261.132   MT  0.99993379   -0 02 28.0
 GQ0417;SPC AZ W     - 2,151,382.29    679,990.59   iFT  0.99993379   -0 02 28.0
 GQ0417;SPC UT S     - 3,029,801.605   293,401.681   MT  1.00006616   -1 25 13.7
 GQ0417;UTM  12      - 4,088,833.265   248,909.180   MT  1.00037676   -1 41 37.0
 GQ0417
 GQ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0417!SPC AZ W     -   0.99983840  x   0.99993379  =   0.99977220
 GQ0417!SPC UT S     -   0.99983840  x   1.00006616  =   0.99990454
 GQ0417!UTM  12      -   0.99983840  x   1.00037676  =   1.00021509
 GQ0417
 GQ0417:                Primary Azimuth Mark                     Grid Az
 GQ0417:SPC AZ W     -  T41N R14W SECS 28 33 1/4 COR             001 32 21.7
 GQ0417:SPC UT S     -  T41N R14W SECS 28 33 1/4 COR             002 55 07.4
 GQ0417:UTM  12      -  T41N R14W SECS 28 33 1/4 COR             003 11 30.7
 GQ0417
 GQ0417|---------------------------------------------------------------------|
 GQ0417| PID    Reference Object                     Distance      Geod. Az  |
 GQ0417|                                                           dddmmss.s |
 GQ0417| CH2338 T41N R14W SECS 28 33 1/4 COR                       0012953.7 |
 GQ0417| CH2177 ACEE RM 1                             9.248 METERS 12519     |
 GQ0417| CH2178 ACEE RM 2                             6.375 METERS 31535     |
 GQ0417|---------------------------------------------------------------------|
 GQ0417
 GQ0417                          SUPERSEDED SURVEY CONTROL
 GQ0417
 GQ0417  NAD 83(1986)-  36 54 43.59116(N)    113 49 06.39501(W) AD(       ) 2
 GQ0417  NAD 27      -  36 54 43.66470(N)    113 49 03.53090(W) AD(       ) 2
 GQ0417  NGVD 29 (07/19/86) 1054.2    (m)         3459.     (f) VERT ANG       
 GQ0417
 GQ0417.Superseded values are not recommended for survey control.
 GQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0417.See file dsdata.txt to determine how the superseded data were derived.
 GQ0417
 GQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4890988833(NAD 83)
 GQ0417_MARKER: DE = TRAVERSE STATION DISK
 GQ0417_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0417
 GQ0417  HISTORY     - Date     Condition        Report By
 GQ0417  HISTORY     - 1962     MONUMENTED       CGS
 GQ0417
 GQ0417                          STATION DESCRIPTION
 GQ0417
 GQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0417'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF LITTLEFIELD,
 GQ0417'ABOUT 3/4 MILE SOUTHEAST OF THE VIRGIN RIVER, ABOUT 2 MILES
 GQ0417'EAST OF POINT WHERE THE VIRGIN RIVER GOES THROUGH THE NARROWS AND
 GQ0417'IS ON A SMALL KNOLL ABOUT HALF WAY UP ON THE NORTH SLOPE OF
 GQ0417'A HIGHER MOUNTAIN TO THE SOUTH.
 GQ0417'
 GQ0417'TO REACH THE STATION FROM BEAVER DAM LODGE, JUST NORTH OF
 GQ0417'LITTLEFIELD, GO NORTHERLY ON U.S. HIGHWAY 91 FOR 5.1 MILES TO
 GQ0417'A SIDE ROAD RIGHT, TURN RIGHT, GO EASTERLY ON THE MAIN GRADED
 GQ0417'ROAD FOR 8.35 MILES TO THE END OF THE ROAD AND A CORRAL AND
 GQ0417'LOADING SHUTE.  TAKE HORSES AND PACK SOUTHERLY FROM THE CORRAL
 GQ0417'AND FOLLOW TRAIL DOWN THROUGH CANYON AND OVER SEVERAL
 GQ0417'SMALL RIDGES FOR ABOUT 2 MILES TO THE VIRGIN RIVER, BEAR RIGHT
 GQ0417'AND GO NORTHWESTERLY UP DRAW AND AROUND THE NORTH SIDE OF A
 GQ0417'HIGH BUTTE, CONTINUE AROUND TO THE SOUTHWEST SIDE OF BUTTE AND
 GQ0417'FENCE, PASS THROUGH FENCE AND FOLLOW TRAIL SOUTHEASTERLY
 GQ0417'TO THE VIRGIN RIVER, CROSS RIVER, GO SOUTHWESTERLY OVER A
 GQ0417'SMALL SADDLE AND HILL TO A WASH, FOLLOW THIS WASH SOUTHERLY
 GQ0417'ABOUT 1-1/2 MILES TO SMALL ROLLING HILLS ON RIGHT, BEAR
 GQ0417'RIGHT, GO SOUTHWEST TO TOP OF ROLLING HILLS, BEAR LEFT AND
 GQ0417'FOLLOW ALONG TOP OF RIDGE SOUTH, THENCE SOUTHWEST TO THE
 GQ0417'BASE OF A STEEP HILL AND END OF HORSE PACK.  FROM THIS
 GQ0417'POINT BACK PACK UP STEEP HILL TO THE SOUTHWEST AND THE
 GQ0417'AZIMUTH MARK (GLO) IS ABOUT 100 YARDS TO THE WEST OF
 GQ0417'THIS HIGH HILL.  CONTINUE PACKING SOUTHERLY OVER SEVERAL SMALL
 GQ0417'HILLS TO THE STATION, ABOUT 1-1/2 HOUR BACK PACK AND ABOUT 4
 GQ0417'1/2 HOUR HORSE PACK.
 GQ0417'
 GQ0417'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 GQ0417'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 GQ0417'GROUND AND IS STAMPED ACEE 1962.  THE MARK IS SET IN THE
 GQ0417'APPROXIMATE CENTER OF KNOLL.
 GQ0417'
 GQ0417'R.M. 1, IS A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 GQ0417'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 GQ0417'GROUND AND IS STAMPED ACEE NO 1 1962.
 GQ0417'
 GQ0417'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 GQ0417'IN OUTCROPPING BEDROCK AND IS STAMPED ACEE NO 2 1962.
 GQ0417'
 GQ0417'GLO (AZIMUTH MARK), IS GENERAL LAND OFFICE SURVEY MARK, A 1-1/2
 GQ0417'INCH PIPE WITH A 2-1/4 INCH BRONZE CAP ON TOP, PROJECTS ABOUT
 GQ0417'18 INCHES AND IS STAMPED 1/4 S28 S33 1921.
 GQ0417'
 GQ0417'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2271 ***********************************************************************
 CZ2271  DESIGNATION -  AD 43
 CZ2271  PID         -  CZ2271
 CZ2271  STATE/COUNTY-  AZ/PINAL
 CZ2271  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2271
 CZ2271                         *CURRENT SURVEY CONTROL
 CZ2271  ___________________________________________________________________
 CZ2271* NAD 83(1992)-  32 53 43.82777(N)    111 45 31.18167(W)     ADJUSTED  
 CZ2271* NAVD 88     -       424.28   (+/-2cm)    1392.0    (feet)  VERTCON   
 CZ2271  ___________________________________________________________________
 CZ2271  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2271  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2271
 CZ2271  HORZ ORDER  -  FIRST
 CZ2271  VERT ORDER  -  THIRD ? (See Below)
 CZ2271
 CZ2271.The horizontal coordinates were established by classical geodetic methods
 CZ2271.and adjusted by the National Geodetic Survey in August 1993..
 CZ2271
 CZ2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2271.The vertical order pertains to the NGVD 29 superseded value.
 CZ2271
 CZ2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2271
 CZ2271.The geoid height was determined by GEOID03.
 CZ2271
 CZ2271;                    North         East     Units Scale Factor Converg.
 CZ2271;SPC AZ C     -   210,175.208   228,141.994   MT  0.99990269   +0 05 08.9
 CZ2271;SPC AZ C     -   689,551.21    748,497.36   iFT  0.99990269   +0 05 08.9
 CZ2271;UTM  12      - 3,639,958.158   429,044.718   MT  0.99966208   -0 24 43.4
 CZ2271
 CZ2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2271!SPC AZ C     -   0.99993812  x   0.99990269  =   0.99984082
 CZ2271!UTM  12      -   0.99993812  x   0.99966208  =   0.99960022
 CZ2271
 CZ2271|---------------------------------------------------------------------|
 CZ2271| PID    Reference Object                     Distance      Geod. Az  |
 CZ2271|                                                           dddmmss.s |
 CZ2271| CH4768 AD 43 RM E                            8.831 METERS 08900     |
 CZ2271| CZ2047 CASA GRANDE 2                       APPROX. 9.4 KM 1530437.5 |
 CZ2271| CH4769 AD 43 RM S                            8.835 METERS 17858     |
 CZ2271|---------------------------------------------------------------------|
 CZ2271
 CZ2271                          SUPERSEDED SURVEY CONTROL
 CZ2271
 CZ2271  NAD 83(1986)-  32 53 43.82186(N)    111 45 31.18311(W) AD(       ) 1
 CZ2271  NAD 27      -  32 53 43.62646(N)    111 45 28.71183(W) AD(       ) 1
 CZ2271  NGVD 29 (07/19/86)  423.68   (m)         1390.0    (f) LEVELING    3  
 CZ2271
 CZ2271.Superseded values are not recommended for survey control.
 CZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2271.See file dsdata.txt to determine how the superseded data were derived.
 CZ2271
 CZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904539958(NAD 83)
 CZ2271_MARKER: DD = SURVEY DISK
 CZ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2271
 CZ2271  HISTORY     - Date     Condition        Report By
 CZ2271  HISTORY     - 1967     MONUMENTED       DMA
 CZ2271  HISTORY     - 19980314 GOOD             USPSQD
 CZ2271
 CZ2271                          STATION DESCRIPTION
 CZ2271
 CZ2271'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2271'T-6-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2271'
 CZ2271'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2271'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2271'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2271'MARK IS STAMPED--AD 43 1967 ARMY MAP SERVICE.
 CZ2271'
 CZ2271'THE STATION MARK IS LOCATED 40 FEET WEST OF A CHAIN LINK WIRE
 CZ2271'FENCE.  420 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2271'HIGHWAY.  499 FEET NORTH OF THE CENTERLINE OF EAST-WEST PAVED
 CZ2271'ROAD.
 CZ2271'
 CZ2271'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2271'GRANDE, ARIZONA GO NORTH ON 93 (PINAL AVE.) FOR 1.0 MILE TO A
 CZ2271'CROSSROAD AND THE STATION SITE.
 CZ2271
 CZ2271                          STATION RECOVERY (1998)
 CZ2271
 CZ2271'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2270 ***********************************************************************
 CZ2270  DESIGNATION -  AD 44
 CZ2270  PID         -  CZ2270
 CZ2270  STATE/COUNTY-  AZ/PINAL
 CZ2270  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2270
 CZ2270                         *CURRENT SURVEY CONTROL
 CZ2270  ___________________________________________________________________
 CZ2270* NAD 83(1992)-  32 52 46.19293(N)    111 45 26.78352(W)     ADJUSTED  
 CZ2270* NAVD 88     -       425.34   (+/-2cm)    1395.5    (feet)  VERTCON   
 CZ2270  ___________________________________________________________________
 CZ2270  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2270  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2270
 CZ2270  HORZ ORDER  -  FIRST
 CZ2270  VERT ORDER  -  THIRD ? (See Below)
 CZ2270
 CZ2270.The horizontal coordinates were established by classical geodetic methods
 CZ2270.and adjusted by the National Geodetic Survey in August 1993..
 CZ2270
 CZ2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2270.The vertical order pertains to the NGVD 29 superseded value.
 CZ2270
 CZ2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2270
 CZ2270.The geoid height was determined by GEOID03.
 CZ2270
 CZ2270;                    North         East     Units Scale Factor Converg.
 CZ2270;SPC AZ C     -   208,400.042   228,258.969   MT  0.99990274   +0 05 11.2
 CZ2270;SPC AZ C     -   683,727.17    748,881.13   iFT  0.99990274   +0 05 11.2
 CZ2270;UTM  12      - 3,638,182.471   429,146.242   MT  0.99966190   -0 24 40.4
 CZ2270
 CZ2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2270!SPC AZ C     -   0.99993796  x   0.99990274  =   0.99984070
 CZ2270!UTM  12      -   0.99993796  x   0.99966190  =   0.99959988
 CZ2270
 CZ2270:                Primary Azimuth Mark                     Grid Az
 CZ2270:SPC AZ C     -  AE 44                                    089 35 33.8
 CZ2270:UTM  12      -  AE 44                                    090 05 25.4
 CZ2270
 CZ2270|---------------------------------------------------------------------|
 CZ2270| PID    Reference Object                     Distance      Geod. Az  |
 CZ2270|                                                           dddmmss.s |
 CZ2270| CZ2132 AE 44                               APPROX. 1.6 KM 0894045.0 |
 CZ2270|---------------------------------------------------------------------|
 CZ2270
 CZ2270                          SUPERSEDED SURVEY CONTROL
 CZ2270
 CZ2270  NAD 83(1986)-  32 52 46.18703(N)    111 45 26.78482(W) AD(       ) 1
 CZ2270  NAD 27      -  32 52 45.98994(N)    111 45 24.31522(W) AD(       ) 1
 CZ2270  NGVD 29 (07/19/86)  424.75   (m)         1393.5    (f) LEVELING    3  
 CZ2270
 CZ2270.Superseded values are not recommended for survey control.
 CZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2270.See file dsdata.txt to determine how the superseded data were derived.
 CZ2270
 CZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2914638182(NAD 83)
 CZ2270_MARKER: DD = SURVEY DISK
 CZ2270_SETTING: 0 = UNSPECIFIED SETTING
 CZ2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2270
 CZ2270  HISTORY     - Date     Condition        Report By
 CZ2270  HISTORY     - 1967     MONUMENTED       DMA
 CZ2270
 CZ2270                          STATION DESCRIPTION
 CZ2270
 CZ2270'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2270'T-6-S.  R-6-E.  IN SECTION 19 NEAR THE SOUTHEAST CORNER.
 CZ2270'
 CZ2270'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET
 CZ2270'FLUSH IN CONCRETE PORTION OF PAVEMENT.  THE MARK IS STAMPED--AD
 CZ2270'44 1967 ARMY MAP SERVICE.
 CZ2270'
 CZ2270'NOTE--IN DECEMBER OF 1968 ROAD RE-SURFACED AND MARK IS 0.2
 CZ2270'BELOW THE SURFACE OF PAVEMENT.
 CZ2270'
 CZ2270'THE STATION MARK IS LOCATED 11.1 FEET NORTHWEST OF THE
 CZ2270'NORTH-NORTHEAST END OF TRIANGLE ISLAND.  27.25 FEET NORTHEAST
 CZ2270'OF THE WEST END OF TRIANGLE ISLAND.  21.65 FEET NORTH-NORTHEAST OF
 CZ2270'A DO NOT ENTER SIGN.  39.215 FEET WEST-NORTHWEST OF SECTION
 CZ2270'CORNER (61 A.H.D.).
 CZ2270'
 CZ2270'THE STATION MARK IS LOCATED AT THE JUNCTION OF STATE ROUTES
 CZ2270'84 AND 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2295 ***********************************************************************
 CZ2295  DESIGNATION -  AD 45
 CZ2295  PID         -  CZ2295
 CZ2295  STATE/COUNTY-  AZ/PINAL
 CZ2295  USGS QUAD   -  CHUICHU (1992)
 CZ2295
 CZ2295                         *CURRENT SURVEY CONTROL
 CZ2295  ___________________________________________________________________
 CZ2295* NAD 83(1992)-  32 51 52.91749(N)    111 45 25.47154(W)     ADJUSTED  
 CZ2295* NAVD 88     -       427.62   (+/-2cm)    1402.9    (feet)  VERTCON   
 CZ2295  ___________________________________________________________________
 CZ2295  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2295  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2295
 CZ2295  HORZ ORDER  -  FIRST
 CZ2295  VERT ORDER  -  THIRD ? (See Below)
 CZ2295
 CZ2295.The horizontal coordinates were established by classical geodetic methods
 CZ2295.and adjusted by the National Geodetic Survey in August 1993..
 CZ2295
 CZ2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2295.The vertical order pertains to the NGVD 29 superseded value.
 CZ2295
 CZ2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2295
 CZ2295.The geoid height was determined by GEOID03.
 CZ2295
 CZ2295;                    North         East     Units Scale Factor Converg.
 CZ2295;SPC AZ C     -   206,759.043   228,295.551   MT  0.99990275   +0 05 11.8
 CZ2295;SPC AZ C     -   678,343.32    749,001.15   iFT  0.99990275   +0 05 11.8
 CZ2295;UTM  12      - 3,636,541.611   429,168.567   MT  0.99966186   -0 24 39.1
 CZ2295
 CZ2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2295!SPC AZ C     -   0.99993760  x   0.99990275  =   0.99984036
 CZ2295!UTM  12      -   0.99993760  x   0.99966186  =   0.99959948
 CZ2295
 CZ2295|---------------------------------------------------------------------|
 CZ2295| PID    Reference Object                     Distance      Geod. Az  |
 CZ2295|                                                           dddmmss.s |
 CZ2295| CH4770 AD 45 RM E                            8.831 METERS 08913     |
 CZ2295| CZ1012 AE 45                               APPROX. 1.6 KM 0903142.5 |
 CZ2295| CH4771 AD 45 RM S                            8.826 METERS 17913     |
 CZ2295|---------------------------------------------------------------------|
 CZ2295
 CZ2295                          SUPERSEDED SURVEY CONTROL
 CZ2295
 CZ2295  NAD 83(1986)-  32 51 52.91161(N)    111 45 25.47272(W) AD(       ) 1
 CZ2295  NAD 27      -  32 51 52.71313(N)    111 45 23.00444(W) AD(       ) 1
 CZ2295  NGVD 29 (07/19/86)  427.03   (m)         1401.0    (f) LEVELING    3  
 CZ2295
 CZ2295.Superseded values are not recommended for survey control.
 CZ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2295.See file dsdata.txt to determine how the superseded data were derived.
 CZ2295
 CZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2916936542(NAD 83)
 CZ2295_MARKER: DD = SURVEY DISK
 CZ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2295
 CZ2295  HISTORY     - Date     Condition        Report By
 CZ2295  HISTORY     - 1967     MONUMENTED       DMA
 CZ2295  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2295
 CZ2295                          STATION DESCRIPTION
 CZ2295
 CZ2295'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2295'T-6-S.  R-6-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2295'
 CZ2295'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2295'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2295'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2295'GROUND.  THE MARK IS STAMPED--AD 45 1967 ARMY MAP SERVICE.
 CZ2295'
 CZ2295'THE STATION MARK IS LOCATED 53 FEET EAST OF NORTH-SOUTH
 CZ2295'FENCE.  44 FEET SOUTH OF THE EAST-WEST FENCE.  68 FEET EAST OF
 CZ2295'THE NORTH-SOUTH POWERLINE.  45 FEET SOUTH OF THE EAST-WEST
 CZ2295'POWERLINE.  92 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2295'ROAD.  73 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2295'
 CZ2295'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2295'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2295'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST ON
 CZ2295'FLORENCE STREET FOR 0.4 MILE TO A CROSSROAD (CHUICHU ROAD).  TURN
 CZ2295'LEFT AND GO SOUTH ON CHUICHU ROAD FOR 0.5 MILE TO A CROSSROAD
 CZ2295'(PETERS ROAD) AND THE STATION SITE.
 CZ2295
 CZ2295                          STATION RECOVERY (1998)
 CZ2295
 CZ2295'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2294 ***********************************************************************
 CZ2294  DESIGNATION -  AD 46
 CZ2294  PID         -  CZ2294
 CZ2294  STATE/COUNTY-  AZ/PINAL
 CZ2294  USGS QUAD   -  CHUICHU (1992)
 CZ2294
 CZ2294                         *CURRENT SURVEY CONTROL
 CZ2294  ___________________________________________________________________
 CZ2294* NAD 83(1992)-  32 51 02.20229(N)    111 45 25.42897(W)     ADJUSTED  
 CZ2294* NAVD 88     -       429.88   (+/-2cm)    1410.4    (feet)  VERTCON   
 CZ2294  ___________________________________________________________________
 CZ2294  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CZ2294  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2294
 CZ2294  HORZ ORDER  -  FIRST
 CZ2294  VERT ORDER  -  THIRD ? (See Below)
 CZ2294
 CZ2294.The horizontal coordinates were established by classical geodetic methods
 CZ2294.and adjusted by the National Geodetic Survey in August 1993..
 CZ2294
 CZ2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2294.The vertical order pertains to the NGVD 29 superseded value.
 CZ2294
 CZ2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2294
 CZ2294.The geoid height was determined by GEOID03.
 CZ2294
 CZ2294;                    North         East     Units Scale Factor Converg.
 CZ2294;SPC AZ C     -   205,196.861   228,299.018   MT  0.99990275   +0 05 11.7
 CZ2294;SPC AZ C     -   673,218.05    749,012.53   iFT  0.99990275   +0 05 11.7
 CZ2294;UTM  12      - 3,634,979.835   429,158.476   MT  0.99966188   -0 24 38.5
 CZ2294
 CZ2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2294!SPC AZ C     -   0.99993725  x   0.99990275  =   0.99984000
 CZ2294!UTM  12      -   0.99993725  x   0.99966188  =   0.99959915
 CZ2294
 CZ2294:                Primary Azimuth Mark                     Grid Az
 CZ2294:SPC AZ C     -  AE 46                                    089 03 02.0
 CZ2294:UTM  12      -  AE 46                                    089 32 52.2
 CZ2294
 CZ2294|---------------------------------------------------------------------|
 CZ2294| PID    Reference Object                     Distance      Geod. Az  |
 CZ2294|                                                           dddmmss.s |
 CZ2294| CZ2105 AE 46                               APPROX. 1.6 KM 0890813.7 |
 CZ2294| CH4772 AD 46 RM E                            8.844 METERS 08925     |
 CZ2294| CH4773 AD 46 RM S                            8.817 METERS 17917     |
 CZ2294|---------------------------------------------------------------------|
 CZ2294
 CZ2294                          SUPERSEDED SURVEY CONTROL
 CZ2294
 CZ2294  NAD 83(1986)-  32 51 02.19639(N)    111 45 25.43002(W) AD(       ) 1
 CZ2294  NAD 27      -  32 51 01.99626(N)    111 45 22.96308(W) AD(       ) 1
 CZ2294  NGVD 29 (07/19/86)  429.29   (m)         1408.4    (f) LEVELING    3  
 CZ2294
 CZ2294.Superseded values are not recommended for survey control.
 CZ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2294.See file dsdata.txt to determine how the superseded data were derived.
 CZ2294
 CZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2915834980(NAD 83)
 CZ2294_MARKER: DD = SURVEY DISK
 CZ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2294
 CZ2294  HISTORY     - Date     Condition        Report By
 CZ2294  HISTORY     - 1967     MONUMENTED       DMA
 CZ2294  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2294
 CZ2294                          STATION DESCRIPTION
 CZ2294
 CZ2294'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2294'T-6-S.  R-6-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2294'
 CZ2294'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2294'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2294'DIAMETER PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE
 CZ2294'GROUND.  THE MARK IS STAMPED--AD 46 1967 ARMY MAP SERVICE.
 CZ2294'
 CZ2294'THE STATION MARK IS LOCATED 90 FEET NORTH OF THE CENTERLINE
 CZ2294'OF THE EAST-WEST ROAD.  120 FEET NORTH OF THE EAST-WEST POWER
 CZ2294'LINE.  68 FEET EAST OF THE NORTH-SOUTH POWER LINE.  92 FEET
 CZ2294'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 CZ2294'
 CZ2294'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2294'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2294'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2294'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 1.9 MILES TO
 CZ2294'CROSSROAD (SELMA ROAD) AND THE STATION SITE.
 CZ2294
 CZ2294                          STATION RECOVERY (1998)
 CZ2294
 CZ2294'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2300 ***********************************************************************
 CZ2300  DESIGNATION -  AD 47
 CZ2300  PID         -  CZ2300
 CZ2300  STATE/COUNTY-  AZ/PINAL
 CZ2300  USGS QUAD   -  CHUICHU (1992)
 CZ2300
 CZ2300                         *CURRENT SURVEY CONTROL
 CZ2300  ___________________________________________________________________
 CZ2300* NAD 83(1992)-  32 50 06.24886(N)    111 45 27.74947(W)     ADJUSTED  
 CZ2300* NAVD 88     -       432.14   (+/-2cm)    1417.8    (feet)  VERTCON   
 CZ2300  ___________________________________________________________________
 CZ2300  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CZ2300  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2300
 CZ2300  HORZ ORDER  -  FIRST
 CZ2300  VERT ORDER  -  THIRD ? (See Below)
 CZ2300
 CZ2300.The horizontal coordinates were established by classical geodetic methods
 CZ2300.and adjusted by the National Geodetic Survey in August 1993..
 CZ2300
 CZ2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2300.The vertical order pertains to the NGVD 29 superseded value.
 CZ2300
 CZ2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2300
 CZ2300.The geoid height was determined by GEOID03.
 CZ2300
 CZ2300;                    North         East     Units Scale Factor Converg.
 CZ2300;SPC AZ C     -   203,473.237   228,241.278   MT  0.99990273   +0 05 10.3
 CZ2300;SPC AZ C     -   667,563.11    748,823.09   iFT  0.99990273   +0 05 10.3
 CZ2300;UTM  12      - 3,633,257.192   429,085.800   MT  0.99966201   -0 24 39.1
 CZ2300
 CZ2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2300!SPC AZ C     -   0.99993689  x   0.99990273  =   0.99983963
 CZ2300!UTM  12      -   0.99993689  x   0.99966201  =   0.99959893
 CZ2300
 CZ2300:                Primary Azimuth Mark                     Grid Az
 CZ2300:SPC AZ C     -  AC 47                                    273 15 08.4
 CZ2300:UTM  12      -  AC 47                                    273 44 57.8
 CZ2300
 CZ2300|---------------------------------------------------------------------|
 CZ2300| PID    Reference Object                     Distance      Geod. Az  |
 CZ2300|                                                           dddmmss.s |
 CZ2300| CZ2304 AC 47                               APPROX. 1.5 KM 2732018.7 |
 CZ2300|---------------------------------------------------------------------|
 CZ2300
 CZ2300                          SUPERSEDED SURVEY CONTROL
 CZ2300
 CZ2300  NAD 83(1986)-  32 50 06.24292(N)    111 45 27.75035(W) AD(       ) 1
 CZ2300  NAD 27      -  32 50 06.04116(N)    111 45 25.28498(W) AD(       ) 1
 CZ2300  NGVD 29 (07/19/86)  431.54   (m)         1415.8    (f) LEVELING    3  
 CZ2300
 CZ2300.Superseded values are not recommended for survey control.
 CZ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2300.See file dsdata.txt to determine how the superseded data were derived.
 CZ2300
 CZ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2908633257(NAD 83)
 CZ2300_MARKER: DD = SURVEY DISK
 CZ2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2300+STABILITY: SURFACE MOTION
 CZ2300
 CZ2300  HISTORY     - Date     Condition        Report By
 CZ2300  HISTORY     - 1967     MONUMENTED       DMA
 CZ2300  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2300
 CZ2300                          STATION DESCRIPTION
 CZ2300
 CZ2300'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2300'MONUMENT WASHED OUT BY FLOOD LATE 1967.  TO BE RESET, 1968
 CZ2300'AT--210 FT S. FROM SECTION CORNER AND 125 FT. W. FROM SECTION
 CZ2300'LINE.
 CZ2300'
 CZ2300'T-7-S.  R-6-E.  IN SECTION 7 NEAR THE NORTHEAST CORNER.
 CZ2300'
 CZ2300'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2300'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2300'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2300'IS STAMPED--AD 47 1967 ARMY MAP SERVICE.
 CZ2300'
 CZ2300'THE STATION MARK IS LOCATED 211 FEET SOUTH OF THE CENTERLINE
 CZ2300'OF EAST-WEST CANAL DITCH.  158 FEET SOUTH OF THE CENTERLINE
 CZ2300'OF EAST-WEST CANAL ROAD.  100 FEET WEST OF THE CENTERLINE OF
 CZ2300'NORTH-SOUTH ROAD.  210 FEET SOUTH AND 125 FEET WEST FROM THE
 CZ2300'SECTION CORNER.
 CZ2300'
 CZ2300'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2300'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2300'A CROSSROAD (FLORENCE ST.).  TURN RIGHT AND GO SOUTHWEST ON
 CZ2300'FLORENCE ST. FOR 0.4 MILE TO A CROSSROAD (CHUICHU ROAD).  TURN
 CZ2300'LEFT AND GO SOUTH ON CHUICHU ROAD FOR 2.5 MILES TO THE CASA GRANDE
 CZ2300'CANAL AND THE STATION SITE.
 CZ2300
 CZ2300                          STATION RECOVERY (1998)
 CZ2300
 CZ2300'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2299 ***********************************************************************
 CZ2299  DESIGNATION -  AD 48
 CZ2299  PID         -  CZ2299
 CZ2299  STATE/COUNTY-  AZ/PINAL
 CZ2299  USGS QUAD   -  CHUICHU (1992)
 CZ2299
 CZ2299                         *CURRENT SURVEY CONTROL
 CZ2299  ___________________________________________________________________
 CZ2299* NAD 83(1992)-  32 49 15.10249(N)    111 45 27.70332(W)     ADJUSTED  
 CZ2299* NAVD 88     -       434.62   (+/-2cm)    1425.9    (feet)  VERTCON   
 CZ2299  ___________________________________________________________________
 CZ2299  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CZ2299  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2299
 CZ2299  HORZ ORDER  -  FIRST
 CZ2299  VERT ORDER  -  THIRD ? (See Below)
 CZ2299
 CZ2299.The horizontal coordinates were established by classical geodetic methods
 CZ2299.and adjusted by the National Geodetic Survey in August 1993..
 CZ2299
 CZ2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2299.The vertical order pertains to the NGVD 29 superseded value.
 CZ2299
 CZ2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2299
 CZ2299.The geoid height was determined by GEOID03.
 CZ2299
 CZ2299;                    North         East     Units Scale Factor Converg.
 CZ2299;SPC AZ C     -   201,897.782   228,244.848   MT  0.99990273   +0 05 10.2
 CZ2299;SPC AZ C     -   662,394.30    748,834.80   iFT  0.99990273   +0 05 10.2
 CZ2299;UTM  12      - 3,631,682.144   429,075.707   MT  0.99966202   -0 24 38.5
 CZ2299
 CZ2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2299!SPC AZ C     -   0.99993651  x   0.99990273  =   0.99983924
 CZ2299!UTM  12      -   0.99993651  x   0.99966202  =   0.99959855
 CZ2299
 CZ2299|---------------------------------------------------------------------|
 CZ2299| PID    Reference Object                     Distance      Geod. Az  |
 CZ2299|                                                           dddmmss.s |
 CZ2299| CH4776 AD 48 RM NE                           8.837 METERS 04357     |
 CZ2299| CH4777 AD 48 RM SE                           8.840 METERS 13350     |
 CZ2299|---------------------------------------------------------------------|
 CZ2299
 CZ2299                          SUPERSEDED SURVEY CONTROL
 CZ2299
 CZ2299  NAD 83(1986)-  32 49 15.09658(N)    111 45 27.70412(W) AD(       ) 1
 CZ2299  NAD 27      -  32 49 14.89333(N)    111 45 25.24003(W) AD(       ) 1
 CZ2299  NGVD 29 (07/19/86)  434.02   (m)         1423.9    (f) LEVELING    3  
 CZ2299
 CZ2299.Superseded values are not recommended for survey control.
 CZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2299.See file dsdata.txt to determine how the superseded data were derived.
 CZ2299
 CZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907631682(NAD 83)
 CZ2299_MARKER: DD = SURVEY DISK
 CZ2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2299
 CZ2299  HISTORY     - Date     Condition        Report By
 CZ2299  HISTORY     - 1966     MONUMENTED       DMA
 CZ2299  HISTORY     - 19980314 GOOD             USPSQD
 CZ2299
 CZ2299                          STATION DESCRIPTION
 CZ2299
 CZ2299'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2299'T-7-S.  R-6-E.  IN SECTION 18 NEAR THE NORTHEAST CORNER.
 CZ2299'
 CZ2299'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2299'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2299'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2299'MARK IS STAMPED--AD 48 1966 ARMY MAP SERVICE.
 CZ2299'
 CZ2299'THE STATION MARK IS LOCATED 98 FEET WEST OF THE CENTERLINE
 CZ2299'OF NORTH-SOUTH ROAD.  98 FEET SOUTH OF THE CENTERLINE OF
 CZ2299'EAST-WEST ROAD.  14.9 FEET NORTH OF A BM 11 BKC.
 CZ2299'
 CZ2299'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2299'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2299'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2299'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO
 CZ2299'CROSSROAD (HANNA ROAD) AND THE STATION SITE.
 CZ2299
 CZ2299                          STATION RECOVERY (1998)
 CZ2299
 CZ2299'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2296 ***********************************************************************
 CZ2296  DESIGNATION -  AD 49
 CZ2296  PID         -  CZ2296
 CZ2296  STATE/COUNTY-  AZ/PINAL
 CZ2296  USGS QUAD   -  CHUICHU (1992)
 CZ2296
 CZ2296                         *CURRENT SURVEY CONTROL
 CZ2296  ___________________________________________________________________
 CZ2296* NAD 83(1992)-  32 48 24.66994(N)    111 45 27.01492(W)     ADJUSTED  
 CZ2296* NAVD 88     -       438.81   (+/-2cm)    1439.7    (feet)  VERTCON   
 CZ2296  ___________________________________________________________________
 CZ2296  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CZ2296  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2296
 CZ2296  HORZ ORDER  -  FIRST
 CZ2296  VERT ORDER  -  THIRD ? (See Below)
 CZ2296
 CZ2296.The horizontal coordinates were established by classical geodetic methods
 CZ2296.and adjusted by the National Geodetic Survey in August 1993..
 CZ2296
 CZ2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2296.The vertical order pertains to the NGVD 29 superseded value.
 CZ2296
 CZ2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2296
 CZ2296.The geoid height was determined by GEOID03.
 CZ2296
 CZ2296;                    North         East     Units Scale Factor Converg.
 CZ2296;SPC AZ C     -   200,344.343   228,265.091   MT  0.99990274   +0 05 10.4
 CZ2296;SPC AZ C     -   657,297.71    748,901.22   iFT  0.99990274   +0 05 10.4
 CZ2296;UTM  12      - 3,630,128.962   429,082.479   MT  0.99966201   -0 24 37.6
 CZ2296
 CZ2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2296!SPC AZ C     -   0.99993585  x   0.99990274  =   0.99983860
 CZ2296!UTM  12      -   0.99993585  x   0.99966201  =   0.99959788
 CZ2296
 CZ2296:                Primary Azimuth Mark                     Grid Az
 CZ2296:SPC AZ C     -  CASA GRANDE 2                            070 41 48.6
 CZ2296:UTM  12      -  CASA GRANDE 2                            071 11 36.6
 CZ2296
 CZ2296|---------------------------------------------------------------------|
 CZ2296| PID    Reference Object                     Distance      Geod. Az  |
 CZ2296|                                                           dddmmss.s |
 CZ2296| CZ2047 CASA GRANDE 2                       APPROX. 4.4 KM 0704659.0 |
 CZ2296| CH4778 AD 49 RM E                            8.823 METERS 08912     |
 CZ2296| CH4779 AD 49 RM S                            8.840 METERS 17913     |
 CZ2296|---------------------------------------------------------------------|
 CZ2296
 CZ2296                          SUPERSEDED SURVEY CONTROL
 CZ2296
 CZ2296  NAD 83(1986)-  32 48 24.66403(N)    111 45 27.01561(W) AD(       ) 1
 CZ2296  NAD 27      -  32 48 24.45961(N)    111 45 24.55273(W) AD(       ) 1
 CZ2296  NGVD 29 (07/19/86)  438.20   (m)         1437.7    (f) LEVELING    3  
 CZ2296
 CZ2296.Superseded values are not recommended for survey control.
 CZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2296.See file dsdata.txt to determine how the superseded data were derived.
 CZ2296
 CZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2908230129(NAD 83)
 CZ2296_MARKER: DD = SURVEY DISK
 CZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2296
 CZ2296  HISTORY     - Date     Condition        Report By
 CZ2296  HISTORY     - 1966     MONUMENTED       DMA
 CZ2296
 CZ2296                          STATION DESCRIPTION
 CZ2296
 CZ2296'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2296'T-7-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2296'
 CZ2296'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2296'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2296'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2296'GROUND.  THE MARK IS STAMPED--AD 49 1966 ARMY MAP SERVICE.
 CZ2296'
 CZ2296'THE STATION MARK IS LOCATED 115 FEET NORTH OF THE EAST-WEST
 CZ2296'FENCE.  147 FEET WEST OF THE NORTH-SOUTH POWER LINE.  101 FEET
 CZ2296'WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  87 FEET NORTH
 CZ2296'OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2296'
 CZ2296'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2296'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2296'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2296'AND SOUTH ON CHUICHU ROAD FOR 4.9 MILES TO A CROSSROAD AND
 CZ2296'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2298 ***********************************************************************
 CZ2298  DESIGNATION -  AD 50
 CZ2298  PID         -  CZ2298
 CZ2298  STATE/COUNTY-  AZ/PINAL
 CZ2298  USGS QUAD   -  CHUICHU (1992)
 CZ2298
 CZ2298                         *CURRENT SURVEY CONTROL
 CZ2298  ___________________________________________________________________
 CZ2298* NAD 83(1992)-  32 47 29.91892(N)    111 45 27.35728(W)     ADJUSTED  
 CZ2298* NAVD 88     -       439.77   (+/-2cm)    1442.8    (feet)  VERTCON   
 CZ2298  ___________________________________________________________________
 CZ2298  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2298  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2298
 CZ2298  HORZ ORDER  -  FIRST
 CZ2298  VERT ORDER  -  THIRD ? (See Below)
 CZ2298
 CZ2298.The horizontal coordinates were established by classical geodetic methods
 CZ2298.and adjusted by the National Geodetic Survey in August 1993..
 CZ2298
 CZ2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2298.The vertical order pertains to the NGVD 29 superseded value.
 CZ2298
 CZ2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2298
 CZ2298.The geoid height was determined by GEOID03.
 CZ2298
 CZ2298;                    North         East     Units Scale Factor Converg.
 CZ2298;SPC AZ C     -   198,657.846   228,258.721   MT  0.99990274   +0 05 10.1
 CZ2298;SPC AZ C     -   651,764.59    748,880.32   iFT  0.99990274   +0 05 10.1
 CZ2298;UTM  12      - 3,628,442.990   429,061.499   MT  0.99966205   -0 24 37.2
 CZ2298
 CZ2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2298!SPC AZ C     -   0.99993570  x   0.99990274  =   0.99983845
 CZ2298!UTM  12      -   0.99993570  x   0.99966205  =   0.99959777
 CZ2298
 CZ2298:                Primary Azimuth Mark                     Grid Az
 CZ2298:SPC AZ C     -  CASA GRANDE 2                            052 55 13.4
 CZ2298:UTM  12      -  CASA GRANDE 2                            053 25 00.7
 CZ2298
 CZ2298|---------------------------------------------------------------------|
 CZ2298| PID    Reference Object                     Distance      Geod. Az  |
 CZ2298|                                                           dddmmss.s |
 CZ2298| CZ2047 CASA GRANDE 2                       APPROX. 5.2 KM 0530023.5 |
 CZ2298| CH4780 AD 50 RM E                            8.840 METERS 08921     |
 CZ2298| CH4781 AD 50 RM S                            8.841 METERS 18006     |
 CZ2298|---------------------------------------------------------------------|
 CZ2298
 CZ2298                          SUPERSEDED SURVEY CONTROL
 CZ2298
 CZ2298  NAD 83(1986)-  32 47 29.91300(N)    111 45 27.35783(W) AD(       ) 1
 CZ2298  NAD 27      -  32 47 29.70713(N)    111 45 24.89629(W) AD(       ) 1
 CZ2298  NGVD 29 (07/19/86)  439.17   (m)         1440.8    (f) LEVELING    3  
 CZ2298
 CZ2298.Superseded values are not recommended for survey control.
 CZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2298.See file dsdata.txt to determine how the superseded data were derived.
 CZ2298
 CZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2906128443(NAD 83)
 CZ2298_MARKER: DD = SURVEY DISK
 CZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2298
 CZ2298  HISTORY     - Date     Condition        Report By
 CZ2298  HISTORY     - 1966     MONUMENTED       DMA
 CZ2298
 CZ2298                          STATION DESCRIPTION
 CZ2298
 CZ2298'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2298'T-7-S.  R-6-E.  IN SECTION 30 NEAR THE NORTHEAST CORNER.
 CZ2298'
 CZ2298'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2298'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2298'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2298'GROUND.  THE MARK IS STAMPED--AD 50 1966 ARMY MAP SERVICE.
 CZ2298'
 CZ2298'THE STATION MARK IS LOCATED 62 FEET WEST OF THE FENCE POST.  60
 CZ2298'FEET SOUTH OF THE EAST-WEST FENCE LINE.  62 FEET WEST OF THE
 CZ2298'NORTH-SOUTH POWER LINE.  78 FEET SOUTH OF THE EAST-WEST POWER
 CZ2298'LINE.  113 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2298'ROAD.  108 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 CZ2298'
 CZ2298'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2298'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A CROSSROAD
 CZ2298'(FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2298'FLORENCE STREET AND CHUICHU ROAD FOR 5.9 MILES TO
 CZ2298'CROSSROAD (SHEDD ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2302 ***********************************************************************
 CZ2302  DESIGNATION -  AD 51
 CZ2302  PID         -  CZ2302
 CZ2302  STATE/COUNTY-  AZ/PINAL
 CZ2302  USGS QUAD   -  CHUICHU (1992)
 CZ2302
 CZ2302                         *CURRENT SURVEY CONTROL
 CZ2302  ___________________________________________________________________
 CZ2302* NAD 83(1992)-  32 46 37.08657(N)    111 45 28.59826(W)     ADJUSTED  
 CZ2302* NAVD 88     -       441.65   (+/-2cm)    1449.0    (feet)  VERTCON   
 CZ2302  ___________________________________________________________________
 CZ2302  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2302  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2302
 CZ2302  HORZ ORDER  -  FIRST
 CZ2302  VERT ORDER  -  THIRD ? (See Below)
 CZ2302
 CZ2302.The horizontal coordinates were established by classical geodetic methods
 CZ2302.and adjusted by the National Geodetic Survey in August 1993..
 CZ2302
 CZ2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2302.The vertical order pertains to the NGVD 29 superseded value.
 CZ2302
 CZ2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2302
 CZ2302.The geoid height was determined by GEOID03.
 CZ2302
 CZ2302;                    North         East     Units Scale Factor Converg.
 CZ2302;SPC AZ C     -   197,030.419   228,228.875   MT  0.99990273   +0 05 09.3
 CZ2302;SPC AZ C     -   646,425.26    748,782.40   iFT  0.99990273   +0 05 09.3
 CZ2302;UTM  12      - 3,626,816.274   429,017.566   MT  0.99966213   -0 24 37.2
 CZ2302
 CZ2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2302!SPC AZ C     -   0.99993541  x   0.99990273  =   0.99983814
 CZ2302!UTM  12      -   0.99993541  x   0.99966213  =   0.99959756
 CZ2302
 CZ2302|---------------------------------------------------------------------|
 CZ2302| PID    Reference Object                     Distance      Geod. Az  |
 CZ2302|                                                           dddmmss.s |
 CZ2302| CH4782 AD 51 RM E                            8.835 METERS 08928     |
 CZ2302| CH4783 AD 51 RM S                            8.838 METERS 17927     |
 CZ2302| CZ2286 CHUI                                APPROX. 3.2 KM 2345415.1 |
 CZ2302|---------------------------------------------------------------------|
 CZ2302
 CZ2302                          SUPERSEDED SURVEY CONTROL
 CZ2302
 CZ2302  NAD 83(1986)-  32 46 37.08064(N)    111 45 28.59869(W) AD(       ) 1
 CZ2302  NAD 27      -  32 46 36.87352(N)    111 45 26.13826(W) AD(       ) 1
 CZ2302  NGVD 29 (07/19/86)  441.05   (m)         1447.0    (f) LEVELING    3  
 CZ2302
 CZ2302.Superseded values are not recommended for survey control.
 CZ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2302.See file dsdata.txt to determine how the superseded data were derived.
 CZ2302
 CZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2901826816(NAD 83)
 CZ2302_MARKER: DD = SURVEY DISK
 CZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2302
 CZ2302  HISTORY     - Date     Condition        Report By
 CZ2302  HISTORY     - 1966     MONUMENTED       DMA
 CZ2302
 CZ2302                          STATION DESCRIPTION
 CZ2302
 CZ2302'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2302'T-7-S.  R-6-E.  IN SECTION 31 NEAR THE NORTHEAST CORNER.
 CZ2302'
 CZ2302'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2302'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2302'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2302'IS STAMPED--AD 51 1966 ARMY MAP SERVICE.
 CZ2302'
 CZ2302'THE STATION MARK IS LOCATED 80 FEET WEST OF THE CENTERLINE
 CZ2302'OF NORTH-SOUTH IRRIGATION DITCH.  70 FEET SOUTH OF THE EAST-WEST
 CZ2302'POWERLINE.  188 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2302'LEVEE.  208 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2302'ROAD.  147.8 FEET SOUTH-SOUTHWEST OF BM 8 BKC (SET IN BASE OF
 CZ2302'PUMP)
 CZ2302'
 CZ2302'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2302'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2302'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2302'FLORENCE STREET (CHUICHU ROAD) FOR 6.9 MILES TO A CROSSROAD
 CZ2302'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2297 ***********************************************************************
 CZ2297  DESIGNATION -  AD 52
 CZ2297  PID         -  CZ2297
 CZ2297  STATE/COUNTY-  AZ/PINAL
 CZ2297  USGS QUAD   -  CHUICHU (1992)
 CZ2297
 CZ2297                         *CURRENT SURVEY CONTROL
 CZ2297  ___________________________________________________________________
 CZ2297* NAD 83(1992)-  32 45 45.03235(N)    111 45 27.31150(W)     ADJUSTED  
 CZ2297* NAVD 88     -       444.90   (+/-2cm)    1459.6    (feet)  VERTCON   
 CZ2297  ___________________________________________________________________
 CZ2297  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CZ2297  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2297
 CZ2297  HORZ ORDER  -  FIRST
 CZ2297  VERT ORDER  -  THIRD ? (See Below)
 CZ2297
 CZ2297.The horizontal coordinates were established by classical geodetic methods
 CZ2297.and adjusted by the National Geodetic Survey in August 1993..
 CZ2297
 CZ2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2297.The vertical order pertains to the NGVD 29 superseded value.
 CZ2297
 CZ2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2297
 CZ2297.The geoid height was determined by GEOID03.
 CZ2297
 CZ2297;                    North         East     Units Scale Factor Converg.
 CZ2297;SPC AZ C     -   195,427.063   228,264.769   MT  0.99990274   +0 05 09.9
 CZ2297;SPC AZ C     -   641,164.90    748,900.16   iFT  0.99990274   +0 05 09.9
 CZ2297;UTM  12      - 3,625,213.052   429,039.568   MT  0.99966209   -0 24 36.0
 CZ2297
 CZ2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2297!SPC AZ C     -   0.99993490  x   0.99990274  =   0.99983765
 CZ2297!UTM  12      -   0.99993490  x   0.99966209  =   0.99959701
 CZ2297
 CZ2297|---------------------------------------------------------------------|
 CZ2297| PID    Reference Object                     Distance      Geod. Az  |
 CZ2297|                                                           dddmmss.s |
 CZ2297| CH4784 AD 52 RM E                            8.837 METERS 08912     |
 CZ2297| CH4785 AD 52 RM S                            8.834 METERS 17914     |
 CZ2297| CZ2286 CHUI                                APPROX. 2.7 KM 2643040.7 |
 CZ2297|---------------------------------------------------------------------|
 CZ2297
 CZ2297                          SUPERSEDED SURVEY CONTROL
 CZ2297
 CZ2297  NAD 83(1986)-  32 45 45.02643(N)    111 45 27.31180(W) AD(       ) 1
 CZ2297  NAD 27      -  32 45 44.81785(N)    111 45 24.85284(W) AD(       ) 1
 CZ2297  NGVD 29 (07/19/86)  444.30   (m)         1457.7    (f) LEVELING    3  
 CZ2297
 CZ2297.Superseded values are not recommended for survey control.
 CZ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2297.See file dsdata.txt to determine how the superseded data were derived.
 CZ2297
 CZ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904025213(NAD 83)
 CZ2297_MARKER: DD = SURVEY DISK
 CZ2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2297
 CZ2297  HISTORY     - Date     Condition        Report By
 CZ2297  HISTORY     - 1966     MONUMENTED       DMA
 CZ2297
 CZ2297                          STATION DESCRIPTION
 CZ2297
 CZ2297'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2297'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE NORTHEAST CORNER.
 CZ2297'
 CZ2297'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2297'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES
 CZ2297'IN DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2297'GROUND.  THE MARK IS STAMPED--AD 52 1966 ARMY MAP SERVICE.
 CZ2297'
 CZ2297'THE STATION MARK IS LOCATED 196 FEET SOUTH OF THE EAST-WEST FENCE
 CZ2297'(INDIAN RESERVATION BOUNDARY).  102 FEET WEST OF THE CENTERLINE
 CZ2297'OF THE NORTH-SOUTH HIGHWAY.  120 FEET SOUTH OF THE EAST-WEST
 CZ2297'POWERLINE.
 CZ2297'
 CZ2297'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2297'RESERVATION AND CHUICHU ROAD.  TRAVEL SOUTH FOR 200 FEET AND
 CZ2297'WEST ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2208 ***********************************************************************
 CZ2208  DESIGNATION -  AD 53
 CZ2208  PID         -  CZ2208
 CZ2208  STATE/COUNTY-  AZ/PINAL
 CZ2208  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2208
 CZ2208                         *CURRENT SURVEY CONTROL
 CZ2208  ___________________________________________________________________
 CZ2208* NAD 83(1992)-  32 44 53.96374(N)    111 45 27.15891(W)     ADJUSTED  
 CZ2208* NAVD 88     -       447.52   (+/-2cm)    1468.2    (feet)  VERTCON   
 CZ2208  ___________________________________________________________________
 CZ2208  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2208  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2208
 CZ2208  HORZ ORDER  -  FIRST
 CZ2208  VERT ORDER  -  THIRD ? (See Below)
 CZ2208
 CZ2208.The horizontal coordinates were established by classical geodetic methods
 CZ2208.and adjusted by the National Geodetic Survey in August 1993..
 CZ2208
 CZ2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2208.The vertical order pertains to the NGVD 29 superseded value.
 CZ2208
 CZ2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2208
 CZ2208.The geoid height was determined by GEOID03.
 CZ2208
 CZ2208;                    North         East     Units Scale Factor Converg.
 CZ2208;SPC AZ C     -   193,854.025   228,271.104   MT  0.99990274   +0 05 09.9
 CZ2208;SPC AZ C     -   636,004.02    748,920.94   iFT  0.99990274   +0 05 09.9
 CZ2208;UTM  12      - 3,623,640.397   429,032.287   MT  0.99966210   -0 24 35.3
 CZ2208
 CZ2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2208!SPC AZ C     -   0.99993449  x   0.99990274  =   0.99983724
 CZ2208!UTM  12      -   0.99993449  x   0.99966210  =   0.99959661
 CZ2208
 CZ2208|---------------------------------------------------------------------|
 CZ2208| PID    Reference Object                     Distance      Geod. Az  |
 CZ2208|                                                           dddmmss.s |
 CZ2208| CH4786 AD 53 RM E                            8.834 METERS 08916     |
 CZ2208| CH4787 AD 53 RM S                            8.843 METERS 17919     |
 CZ2208| CZ2286 CHUI                                APPROX. 3.0 KM 2960527.4 |
 CZ2208|---------------------------------------------------------------------|
 CZ2208
 CZ2208                          SUPERSEDED SURVEY CONTROL
 CZ2208
 CZ2208  NAD 83(1986)-  32 44 53.95781(N)    111 45 27.15909(W) AD(       ) 1
 CZ2208  NAD 27      -  32 44 53.74784(N)    111 45 24.70147(W) AD(       ) 1
 CZ2208  NGVD 29 (07/19/86)  446.92   (m)         1466.3    (f) LEVELING    3  
 CZ2208
 CZ2208.Superseded values are not recommended for survey control.
 CZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2208.See file dsdata.txt to determine how the superseded data were derived.
 CZ2208
 CZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2903223640(NAD 83)
 CZ2208_MARKER: DD = SURVEY DISK
 CZ2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2208
 CZ2208  HISTORY     - Date     Condition        Report By
 CZ2208  HISTORY     - 1966     MONUMENTED       DMA
 CZ2208
 CZ2208                          STATION DESCRIPTION
 CZ2208
 CZ2208'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2208'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHEAST CORNER.
 CZ2208'
 CZ2208'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2208'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2208'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2208'IS STAMPED AD 53 1966 ARMY MAP SERVICE.
 CZ2208'
 CZ2208'THE MARK IS LOCATED 70 FEET NORTH OF THE CENTERLINE OF
 CZ2208'EAST-WEST ROAD.  100 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2208'ROAD AND 133 FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2208'
 CZ2208'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2208'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2208'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 0.15 MILE TO A ROAD
 CZ2208'LEFT.  TURN LEFT AND GO EAST-SOUTHEAST THENCE SOUTH FOR 0.95 MILE
 CZ2208'TO T INTERSECTION AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2206 ***********************************************************************
 CZ2206  DESIGNATION -  AD 54
 CZ2206  PID         -  CZ2206
 CZ2206  STATE/COUNTY-  AZ/PINAL
 CZ2206  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2206
 CZ2206                         *CURRENT SURVEY CONTROL
 CZ2206  ___________________________________________________________________
 CZ2206* NAD 83(1992)-  32 44 00.27513(N)    111 45 25.09860(W)     ADJUSTED  
 CZ2206* NAVD 88     -       450.34   (+/-2cm)    1477.5    (feet)  VERTCON   
 CZ2206  ___________________________________________________________________
 CZ2206  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CZ2206  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2206
 CZ2206  HORZ ORDER  -  FIRST
 CZ2206  VERT ORDER  -  THIRD ? (See Below)
 CZ2206
 CZ2206.The horizontal coordinates were established by classical geodetic methods
 CZ2206.and adjusted by the National Geodetic Survey in August 1993..
 CZ2206
 CZ2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2206.The vertical order pertains to the NGVD 29 superseded value.
 CZ2206
 CZ2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2206
 CZ2206.The geoid height was determined by GEOID03.
 CZ2206
 CZ2206;                    North         East     Units Scale Factor Converg.
 CZ2206;SPC AZ C     -   192,200.363   228,327.227   MT  0.99990276   +0 05 10.9
 CZ2206;SPC AZ C     -   630,578.62    749,105.08   iFT  0.99990276   +0 05 10.9
 CZ2206;UTM  12      - 3,621,986.710   429,074.089   MT  0.99966203   -0 24 33.6
 CZ2206
 CZ2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2206!SPC AZ C     -   0.99993405  x   0.99990276  =   0.99983681
 CZ2206!UTM  12      -   0.99993405  x   0.99966203  =   0.99959610
 CZ2206
 CZ2206|---------------------------------------------------------------------|
 CZ2206| PID    Reference Object                     Distance      Geod. Az  |
 CZ2206|                                                           dddmmss.s |
 CZ2206| CH4788 AD 54 RM E                            8.836 METERS 08858     |
 CZ2206| CH4789 AD 54 RM S                            8.828 METERS 17857     |
 CZ2206| CZ2286 CHUI                                APPROX. 4.0 KM 3171806.6 |
 CZ2206|---------------------------------------------------------------------|
 CZ2206
 CZ2206                          SUPERSEDED SURVEY CONTROL
 CZ2206
 CZ2206  NAD 83(1986)-  32 44 00.26920(N)    111 45 25.09865(W) AD(       ) 1
 CZ2206  NAD 27      -  32 44 00.05746(N)    111 45 22.64237(W) AD(       ) 1
 CZ2206  NGVD 29 (07/19/86)  449.75   (m)         1475.6    (f) LEVELING    3  
 CZ2206
 CZ2206.Superseded values are not recommended for survey control.
 CZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2206.See file dsdata.txt to determine how the superseded data were derived.
 CZ2206
 CZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907421987(NAD 83)
 CZ2206_MARKER: DD = SURVEY DISK
 CZ2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2206
 CZ2206  HISTORY     - Date     Condition        Report By
 CZ2206  HISTORY     - 1966     MONUMENTED       DMA
 CZ2206
 CZ2206                          STATION DESCRIPTION
 CZ2206
 CZ2206'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2206'T-8-S.  R-6-E.  IN SECTION 17 NEAR THE NORTHWEST CORNER.
 CZ2206'
 CZ2206'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2206'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2206'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2206'IS STAMPED--AD 54 1966 ARMY MAP SERVICE.
 CZ2206'
 CZ2206'THE MARK IS LOCATED 13 FEET NORTHEAST OF THE CENTERLINE
 CZ2206'NORTH-WEST SOUTH-WEST TRAIL.  42 FEET SOUTH OF EAST-WEST
 CZ2206'FENCE AND 30 FEET SOUTH OF CENTERLINE OF EAST-WEST TRAIL.
 CZ2206'
 CZ2206'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2206'RESERVATION AT CHUICHU ROAD GO EAST 1.0 MILE TO A ROAD RIGHT.  TURN
 CZ2206'RIGHT AND GO SOUTH FOR 2.0 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2206'AND GO WEST FOR 1.0 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2210 ***********************************************************************
 CZ2210  DESIGNATION -  AD 55
 CZ2210  PID         -  CZ2210
 CZ2210  STATE/COUNTY-  AZ/PINAL
 CZ2210  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2210
 CZ2210                         *CURRENT SURVEY CONTROL
 CZ2210  ___________________________________________________________________
 CZ2210* NAD 83(1992)-  32 43 09.11678(N)    111 45 30.03525(W)     ADJUSTED  
 CZ2210* NAVD 88     -       452.75   (+/-2cm)    1485.4    (feet)  VERTCON   
 CZ2210  ___________________________________________________________________
 CZ2210  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2210  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2210
 CZ2210  HORZ ORDER  -  FIRST
 CZ2210  VERT ORDER  -  THIRD ? (See Below)
 CZ2210
 CZ2210.The horizontal coordinates were established by classical geodetic methods
 CZ2210.and adjusted by the National Geodetic Survey in August 1993..
 CZ2210
 CZ2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2210.The vertical order pertains to the NGVD 29 superseded value.
 CZ2210
 CZ2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2210
 CZ2210.The geoid height was determined by GEOID03.
 CZ2210
 CZ2210;                    North         East     Units Scale Factor Converg.
 CZ2210;SPC AZ C     -   190,624.369   228,201.058   MT  0.99990272   +0 05 08.1
 CZ2210;SPC AZ C     -   625,408.03    748,691.14   iFT  0.99990272   +0 05 08.1
 CZ2210;UTM  12      - 3,620,412.246   428,934.327   MT  0.99966227   -0 24 35.7
 CZ2210
 CZ2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2210!SPC AZ C     -   0.99993367  x   0.99990272  =   0.99983640
 CZ2210!UTM  12      -   0.99993367  x   0.99966227  =   0.99959596
 CZ2210
 CZ2210|---------------------------------------------------------------------|
 CZ2210| PID    Reference Object                     Distance      Geod. Az  |
 CZ2210|                                                           dddmmss.s |
 CZ2210| CH4790 AD 55 RM E                            8.839 METERS 08909     |
 CZ2210| CH4791 AD 55 RM S                            8.844 METERS 17910     |
 CZ2210| CZ2226 AA 58X                              APPROX. 6.5 KM 2245422.7 |
 CZ2210|---------------------------------------------------------------------|
 CZ2210
 CZ2210                          SUPERSEDED SURVEY CONTROL
 CZ2210
 CZ2210  NAD 83(1986)-  32 43 09.11086(N)    111 45 30.03518(W) AD(       ) 1
 CZ2210  NAD 27      -  32 43 08.89733(N)    111 45 27.58031(W) AD(       ) 1
 CZ2210  NGVD 29 (07/19/86)  452.16   (m)         1483.5    (f) LEVELING    3  
 CZ2210
 CZ2210.Superseded values are not recommended for survey control.
 CZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2210.See file dsdata.txt to determine how the superseded data were derived.
 CZ2210
 CZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2893420412(NAD 83)
 CZ2210_MARKER: DD = SURVEY DISK
 CZ2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2210
 CZ2210  HISTORY     - Date     Condition        Report By
 CZ2210  HISTORY     - 1966     MONUMENTED       DMA
 CZ2210
 CZ2210                          STATION DESCRIPTION
 CZ2210
 CZ2210'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2210'T-8-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2210'
 CZ2210'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2210'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2210'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2210'IS STAMPED--AD 55 1966 ARMY MAP SERVICE.
 CZ2210'
 CZ2210'THE STATION MARK IS LOCATED ABOUT 370 FEET WEST-NORTHWEST OF
 CZ2210'THE SOUTHEAST CORNER, OF SECTION 18.  61 FEET NORTH OF THE
 CZ2210'EAST-WEST FENCE.  65 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 CZ2210'NORTHWEST-SOUTHEAST WASH.
 CZ2210'
 CZ2210'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2210'RESERVATION AND THE CHUICHU ROAD TRAVEL SOUTHWEST ALONG THE
 CZ2210'CHUICHU ROAD FOR APPROX. 2.3 MILES TO ROAD SOUTHEAST.  TURN LEFT
 CZ2210'AND GO SOUTHEAST FOR APPROX. 0.9 MILE TO A FORK IN THE ROAD.  TAKE
 CZ2210'THE LEFT FORK TO THE EAST FOR 1.6 MILES TO A FENCE LINE.  TURN
 CZ2210'LEFT AND KEEPING TO THE NORTH OF THE FENCE.  TRAVEL EAST FOR
 CZ2210'APPROX. 0.3 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2207 ***********************************************************************
 CZ2207  DESIGNATION -  AD 56
 CZ2207  PID         -  CZ2207
 CZ2207  STATE/COUNTY-  AZ/PINAL
 CZ2207  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2207
 CZ2207                         *CURRENT SURVEY CONTROL
 CZ2207  ___________________________________________________________________
 CZ2207* NAD 83(1992)-  32 42 16.62867(N)    111 45 25.20062(W)     ADJUSTED  
 CZ2207* NAVD 88     -       456.50   (+/-2cm)    1497.7    (feet)  VERTCON   
 CZ2207  ___________________________________________________________________
 CZ2207  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2207  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2207
 CZ2207  HORZ ORDER  -  FIRST
 CZ2207  VERT ORDER  -  THIRD ? (See Below)
 CZ2207
 CZ2207.The horizontal coordinates were established by classical geodetic methods
 CZ2207.and adjusted by the National Geodetic Survey in August 1993..
 CZ2207
 CZ2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2207.The vertical order pertains to the NGVD 29 superseded value.
 CZ2207
 CZ2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2207
 CZ2207.The geoid height was determined by GEOID03.
 CZ2207
 CZ2207;                    North         East     Units Scale Factor Converg.
 CZ2207;SPC AZ C     -   189,007.802   228,329.380   MT  0.99990276   +0 05 10.6
 CZ2207;SPC AZ C     -   620,104.34    749,112.14   iFT  0.99990276   +0 05 10.6
 CZ2207;UTM  12      - 3,618,795.018   429,048.639   MT  0.99966207   -0 24 32.5
 CZ2207
 CZ2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2207!SPC AZ C     -   0.99993308  x   0.99990276  =   0.99983585
 CZ2207!UTM  12      -   0.99993308  x   0.99966207  =   0.99959518
 CZ2207
 CZ2207|---------------------------------------------------------------------|
 CZ2207| PID    Reference Object                     Distance      Geod. Az  |
 CZ2207|                                                           dddmmss.s |
 CZ2207| CH4792 AD 56 RM E                            8.845 METERS 08902     |
 CZ2207| CH4793 AD 56 RM S                            8.829 METERS 17905     |
 CZ2207| CZ2226 AA 58X                              APPROX. 5.6 KM 2373648.8 |
 CZ2207|---------------------------------------------------------------------|
 CZ2207
 CZ2207                          SUPERSEDED SURVEY CONTROL
 CZ2207
 CZ2207  NAD 83(1986)-  32 42 16.62275(N)    111 45 25.20042(W) AD(       ) 1
 CZ2207  NAD 27      -  32 42 16.40745(N)    111 45 22.74701(W) AD(       ) 1
 CZ2207  NGVD 29 (07/19/86)  455.91   (m)         1495.8    (f) LEVELING    3  
 CZ2207
 CZ2207.Superseded values are not recommended for survey control.
 CZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2207.See file dsdata.txt to determine how the superseded data were derived.
 CZ2207
 CZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904918795(NAD 83)
 CZ2207_MARKER: DD = SURVEY DISK
 CZ2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2207
 CZ2207  HISTORY     - Date     Condition        Report By
 CZ2207  HISTORY     - 1966     MONUMENTED       DMA
 CZ2207
 CZ2207                          STATION DESCRIPTION
 CZ2207
 CZ2207'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2207'T-8-S.  R-6-E.  IN SECTION 20 NEAR THE SOUTHWEST CORNER.
 CZ2207'
 CZ2207'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2207'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2207'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2207'IS STAMPED--AD 56 1966 ARMY MAP SERVICE.
 CZ2207'
 CZ2207'THE STATION MARK IS LOCATED 66 FEET NORTH OF THE EAST-WEST
 CZ2207'FENCE.  87 FEET NORTH OF THE CENTERLINE OF THE ROAD EAST.  118
 CZ2207'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  89 FEET
 CZ2207'EAST OF THE NORTH-SOUTH FENCE.
 CZ2207'
 CZ2207'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2207'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2207'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2207'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2207'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2207'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND
 CZ2207'GO SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2207'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2207'2.6 MILES TO A FENCE CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2205 ***********************************************************************
 CZ2205  DESIGNATION -  AD 57
 CZ2205  PID         -  CZ2205
 CZ2205  STATE/COUNTY-  AZ/PINAL
 CZ2205  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2205
 CZ2205                         *CURRENT SURVEY CONTROL
 CZ2205  ___________________________________________________________________
 CZ2205* NAD 83(1992)-  32 41 24.45697(N)    111 45 21.94628(W)     ADJUSTED  
 CZ2205* NAVD 88     -       460.23   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2205  ___________________________________________________________________
 CZ2205  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2205  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2205
 CZ2205  HORZ ORDER  -  FIRST
 CZ2205  VERT ORDER  -  THIRD ? (See Below)
 CZ2205
 CZ2205.The horizontal coordinates were established by classical geodetic methods
 CZ2205.and adjusted by the National Geodetic Survey in August 1993..
 CZ2205
 CZ2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2205.The vertical order pertains to the NGVD 29 superseded value.
 CZ2205
 CZ2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2205
 CZ2205.The geoid height was determined by GEOID03.
 CZ2205
 CZ2205;                    North         East     Units Scale Factor Converg.
 CZ2205;SPC AZ C     -   187,400.923   228,416.565   MT  0.99990279   +0 05 12.2
 CZ2205;SPC AZ C     -   614,832.42    749,398.18   iFT  0.99990279   +0 05 12.2
 CZ2205;UTM  12      - 3,617,187.832   429,121.915   MT  0.99966194   -0 24 30.2
 CZ2205
 CZ2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2205!SPC AZ C     -   0.99993250  x   0.99990279  =   0.99983529
 CZ2205!UTM  12      -   0.99993250  x   0.99966194  =   0.99959446
 CZ2205
 CZ2205|---------------------------------------------------------------------|
 CZ2205| PID    Reference Object                     Distance      Geod. Az  |
 CZ2205|                                                           dddmmss.s |
 CZ2205| CH4794 AD 57 RM E                            8.837 METERS 08852     |
 CZ2205| CH4795 AD 57 RM S                            8.840 METERS 17851     |
 CZ2205| CZ2226 AA 58X                              APPROX. 5.0 KM 2535304.1 |
 CZ2205|---------------------------------------------------------------------|
 CZ2205
 CZ2205                          SUPERSEDED SURVEY CONTROL
 CZ2205
 CZ2205  NAD 83(1986)-  32 41 24.45106(N)    111 45 21.94595(W) AD(       ) 1
 CZ2205  NAD 27      -  32 41 24.23390(N)    111 45 19.49398(W) AD(       ) 1
 CZ2205  NGVD 29 (07/19/86)  459.65   (m)         1508.0    (f) LEVELING    3  
 CZ2205
 CZ2205.Superseded values are not recommended for survey control.
 CZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2205.See file dsdata.txt to determine how the superseded data were derived.
 CZ2205
 CZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2912217188(NAD 83)
 CZ2205_MARKER: DD = SURVEY DISK
 CZ2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2205
 CZ2205  HISTORY     - Date     Condition        Report By
 CZ2205  HISTORY     - 1966     MONUMENTED       DMA
 CZ2205
 CZ2205                          STATION DESCRIPTION
 CZ2205
 CZ2205'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2205'T-8-S.  R-6-E.  IN SECTION 29 NEAR THE SOUTHWEST CORNER.
 CZ2205'
 CZ2205'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2205'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2205'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2205'IS STAMPED--AD 57 1966 ARMY MAP SERVICE.
 CZ2205'
 CZ2205'THE STATION IS LOCATED 70 FEET NORTH OF THE CENTERLINE OF
 CZ2205'EAST-WEST ROAD AND 487 FEET EAST OF THE CENTERLINE OF
 CZ2205'NORTH-SOUTH ROAD.
 CZ2205'
 CZ2205'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2205'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2205'TO FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2205'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2205'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES TO A T ROAD LEFT.
 CZ2205'TURN LEFT AND GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT
 CZ2205'FORK AND GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF
 CZ2205'RIDGE) FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE SOUTH FOR 1.0
 CZ2205'MILE TO A T ROAD LEFT.  TURN LEFT (EAST) THRU GROUP OF FARM
 CZ2205'BUILDINGS AND GO ABOUT 500 FEET EAST TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2209 ***********************************************************************
 CZ2209  DESIGNATION -  AD 58
 CZ2209  PID         -  CZ2209
 CZ2209  STATE/COUNTY-  AZ/PINAL
 CZ2209  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2209
 CZ2209                         *CURRENT SURVEY CONTROL
 CZ2209  ___________________________________________________________________
 CZ2209* NAD 83(1992)-  32 40 30.09366(N)    111 45 29.36429(W)     ADJUSTED  
 CZ2209* NAVD 88     -       465.82   (+/-2cm)    1528.3    (feet)  VERTCON   
 CZ2209  ___________________________________________________________________
 CZ2209  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2209  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2209
 CZ2209  HORZ ORDER  -  FIRST
 CZ2209  VERT ORDER  -  THIRD ? (See Below)
 CZ2209
 CZ2209.The horizontal coordinates were established by classical geodetic methods
 CZ2209.and adjusted by the National Geodetic Survey in August 1993..
 CZ2209
 CZ2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2209.The vertical order pertains to the NGVD 29 superseded value.
 CZ2209
 CZ2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2209
 CZ2209.The geoid height was determined by GEOID03.
 CZ2209
 CZ2209;                    North         East     Units Scale Factor Converg.
 CZ2209;SPC AZ C     -   185,726.123   228,225.849   MT  0.99990272   +0 05 08.1
 CZ2209;SPC AZ C     -   609,337.67    748,772.47   iFT  0.99990272   +0 05 08.1
 CZ2209;UTM  12      - 3,615,515.145   428,916.787   MT  0.99966230   -0 24 33.6
 CZ2209
 CZ2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2209!SPC AZ C     -   0.99993162  x   0.99990272  =   0.99983435
 CZ2209!UTM  12      -   0.99993162  x   0.99966230  =   0.99959394
 CZ2209
 CZ2209|---------------------------------------------------------------------|
 CZ2209| PID    Reference Object                     Distance      Geod. Az  |
 CZ2209|                                                           dddmmss.s |
 CZ2209| CH4796 AD 58 RM E                            8.825 METERS 08855     |
 CZ2209| CH4797 AD 58 RM S                            8.838 METERS 17853     |
 CZ2209| CZ2226 AA 58X                              APPROX. 4.6 KM 2733158.2 |
 CZ2209|---------------------------------------------------------------------|
 CZ2209
 CZ2209                          SUPERSEDED SURVEY CONTROL
 CZ2209
 CZ2209  NAD 83(1986)-  32 40 30.08772(N)    111 45 29.36382(W) AD(       ) 1
 CZ2209  NAD 27      -  32 40 29.86904(N)    111 45 26.91327(W) AD(       ) 1
 CZ2209  NGVD 29 (07/19/86)  465.24   (m)         1526.4    (f) LEVELING    3  
 CZ2209
 CZ2209.Superseded values are not recommended for survey control.
 CZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2209.See file dsdata.txt to determine how the superseded data were derived.
 CZ2209
 CZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2891715515(NAD 83)
 CZ2209_MARKER: DD = SURVEY DISK
 CZ2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2209
 CZ2209  HISTORY     - Date     Condition        Report By
 CZ2209  HISTORY     - 1966     MONUMENTED       DMA
 CZ2209
 CZ2209                          STATION DESCRIPTION
 CZ2209
 CZ2209'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2209'T-9-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2209'
 CZ2209'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2209'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2209'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2209'IS STAMPED--AD 58 1966 ARMY MAP SERVICE.
 CZ2209'
 CZ2209'THE STATION MARK IS LOCATED 108 FEET SOUTH OF THE EAST-WEST
 CZ2209'FENCE.  99 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2209'TRAIL.  79 FEET WEST OF CENTERLINE OF NORTH-SOUTH TRAIL.  152.7
 CZ2209'FEET SOUTHWEST OF A SECTION CORNER.  118.2 FEET SOUTHEAST OF A
 CZ2209'SECTION CORNER.
 CZ2209'
 CZ2209'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2209'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2209'TO FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2209'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2209'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2209'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2209'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO EAST
 CZ2209'AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR 2.6
 CZ2209'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES
 CZ2209'TO A EAST-WEST FENCE AND A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1781 ***********************************************************************
 CZ1781  DESIGNATION -  ADAMS
 CZ1781  PID         -  CZ1781
 CZ1781  STATE/COUNTY-  AZ/COCHISE
 CZ1781  USGS QUAD   -  DRAGOON (1995)
 CZ1781
 CZ1781                         *CURRENT SURVEY CONTROL
 CZ1781  ___________________________________________________________________
 CZ1781* NAD 83(1992)-  32 02 02.21681(N)    110 06 56.39438(W)     ADJUSTED  
 CZ1781* NAVD 88     -      1715.     (meters)    5627.     (feet)  SCALED    
 CZ1781  ___________________________________________________________________
 CZ1781  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CZ1781  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CZ1781
 CZ1781  HORZ ORDER  -  FIRST
 CZ1781
 CZ1781.The horizontal coordinates were established by classical geodetic methods
 CZ1781.and adjusted by the National Geodetic Survey in August 1993..
 CZ1781
 CZ1781.The orthometric height was scaled from a topographic map.
 CZ1781
 CZ1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1781
 CZ1781.The geoid height was determined by GEOID03.
 CZ1781
 CZ1781;                    North         East     Units Scale Factor Converg.
 CZ1781;SPC AZ E     -   114,632.303   218,177.040   MT  0.99990029   +0 01 37.4
 CZ1781;SPC AZ E     -   376,090.23    715,803.94   iFT  0.99990029   +0 01 37.4
 CZ1781;UTM  12      - 3,544,540.526   583,500.826   MT  0.99968599   +0 28 08.8
 CZ1781
 CZ1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1781!SPC AZ E     -   0.99973510  x   0.99990029  =   0.99963542
 CZ1781!UTM  12      -   0.99973510  x   0.99968599  =   0.99942118
 CZ1781
 CZ1781:                Primary Azimuth Mark                     Grid Az
 CZ1781:SPC AZ E     -  TEXAS SUMMIT                             050 55 56.8
 CZ1781:UTM  12      -  TEXAS SUMMIT                             050 29 25.4
 CZ1781
 CZ1781|---------------------------------------------------------------------|
 CZ1781| PID    Reference Object                     Distance      Geod. Az  |
 CZ1781|                                                           dddmmss.s |
 CZ1781| CZ0018 TEXAS SUMMIT                        APPROX. 5.1 KM 0505734.2 |
 CZ1781| CZ1783 PHOENIX EL PASO AWY BCN T 2           8.926 METERS 07326     |
 CZ1781| CC5920 ADAMS RM 1                            8.120 METERS 16136     |
 CZ1781| CC5921 ADAMS RM 2                           11.003 METERS 27854     |
 CZ1781|---------------------------------------------------------------------|
 CZ1781
 CZ1781                          SUPERSEDED SURVEY CONTROL
 CZ1781
 CZ1781  NAD 83(1986)-  32 02 02.21005(N)    110 06 56.39147(W) AD(       ) 1
 CZ1781  NAD 27      -  32 02 01.91600(N)    110 06 54.14300(W) AD(       ) 1
 CZ1781
 CZ1781.Superseded values are not recommended for survey control.
 CZ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1781.See file dsdata.txt to determine how the superseded data were derived.
 CZ1781
 CZ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8350144541(NAD 83)
 CZ1781_MARKER: DS = TRIANGULATION STATION DISK
 CZ1781_SETTING: 80 = SET IN A BOULDER
 CZ1781_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1781
 CZ1781  HISTORY     - Date     Condition        Report By
 CZ1781  HISTORY     - 1935     MONUMENTED       CGS
 CZ1781  HISTORY     - 1958     SEE DESCRIPTION  USGS
 CZ1781  HISTORY     - 1960     GOOD             CGS
 CZ1781  HISTORY     - 1968     GOOD             AMS
 CZ1781  HISTORY     - 1972     GOOD             AZHD
 CZ1781
 CZ1781                          STATION DESCRIPTION
 CZ1781
 CZ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1781'STATION IS LOCATED ON A HIGH HILL ABOUT 11 MILES NORTHEAST
 CZ1781'OF BENSON, ON THE HILL JUST WEST OF THE HIGHWAY AND NEAR
 CZ1781'SAME, SEC. 20, T. 16 S., R. 22 E.
 CZ1781'
 CZ1781'TO REACH FROM BENSON, FROM THE RAILROAD TRACKS, FOLLOW THE
 CZ1781'WILLCOX ROAD FOR 12.8 MILES TO THE WASH LEADING TO THE LEFT,
 CZ1781'AND BACK TOWARDS THE MOUNTAIN, END OF TRUCK TRAVEL.  FROM
 CZ1781'HERE CONTINUE ON FOOT UP THE WASH FOR ABOUT 0.1 MILE, THEN
 CZ1781'CLIMB OUT ONTO THE RIDGE AND FOLLOW SAME TO THE TOP OF THE
 CZ1781'MOUNTAIN AND TO THE STATION.  STATION CAN BE SEEN
 CZ1781'FROM ANY OF THE SURROUNDING TERRITORY.
 CZ1781'
 CZ1781
 CZ1781                          STATION RECOVERY (1958)
 CZ1781
 CZ1781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CZ1781'STATION DESTROYED.  AN AIRWAY BEACON HAS BEEN BUILT ON STATION
 CZ1781'SITE.
 CZ1781
 CZ1781                          STATION RECOVERY (1960)
 CZ1781
 CZ1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1781'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CZ1781'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 CZ1781'IN THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND.
 CZ1781'TEXAS SUMMIT MAY BE USED FOR THE AZIMUTH MARK.
 CZ1781
 CZ1781                          STATION RECOVERY (1968)
 CZ1781
 CZ1781'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1781'MARK IS LOCATED ABOUT 12 AIRMILES (ENE) OF BENSON.  22 AIRMILES
 CZ1781'(N) OF TOMBSTONE.
 CZ1781'
 CZ1781'TO REACH FROM POST OFFICE IN BENSON GO (N) FOR ONE BLOCK
 CZ1781'TO INTERSECTION WITH U.S. HWY 80.  TURN RIGHT (E) ON HWY 80
 CZ1781'AND GO 11.9 MILES TO A PLACE WHERE POWERLINES CROSS THE
 CZ1781'HIGHWAY.  FROM HERE PACK (NW) ON A WELL DEFINED TRAIL WHICH
 CZ1781'FOLLOWS THE POWER LINES TO ADAMS AIRWAY BEACON AND STATION
 CZ1781'(1 HOUR PACK).  MARK IS LOCATED ON THE HIGHEST POINT OF
 CZ1781'ADAMS PEAK AND IS 9.0 M (WSW) OF ADAMS PEAK AIRWAYS BEACON
 CZ1781'S 61 DEG W AND 12.5 M (W) OF A SMALL METAL SHED
 CZ1781'S 86 DEG W.  STATION IS MARKED BY A USC AND GS
 CZ1781'BRONZE DISK STAMPED ADAMS USGS 1935.
 CZ1781'
 CZ1781'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED ADAMS 1 USGS
 CZ1781'1935.  IT IS LOCATED 8.412 M (SSE) OF MARK
 CZ1781'S 19 DEG E AND A DE OF -1.67 M.
 CZ1781'
 CZ1781'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK STAMPED ADAMS
 CZ1781'2 USGS 1935, AND 11.122 M (W) OF MARK  N 82 DEG W
 CZ1781'AND A DE OF -0.76M.
 CZ1781'
 CZ1781'CONDITION OF ALL EXISTING MARKS EXCELLENT INCLUDING VIEW.
 CZ1781
 CZ1781                          STATION RECOVERY (1972)
 CZ1781
 CZ1781'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1781'MARK IS LOCATED ABOUT 12 AIRMILES (ENE) OF BENSON.  22 AIRMILES
 CZ1781'(N) OF TOMBSTONE.
 CZ1781'
 CZ1781'STATION MARK GOOD.
 CZ1781'
 CZ1781'REFERENCE MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2070 ***********************************************************************
 DU2070  DESIGNATION -  ADAMS
 DU2070  PID         -  DU2070
 DU2070  STATE/COUNTY-  AZ/PINAL
 DU2070  USGS QUAD   -  FLORENCE (1981)
 DU2070
 DU2070                         *CURRENT SURVEY CONTROL
 DU2070  ___________________________________________________________________
 DU2070* NAD 83(1992)-  33 00 19.33038(N)    111 26 40.60409(W)     ADJUSTED  
 DU2070* NAVD 88     -       452.6    (meters)    1485.     (feet)  VERTCON   
 DU2070  ___________________________________________________________________
 DU2070  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DU2070  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU2070
 DU2070  HORZ ORDER  -  SECOND
 DU2070
 DU2070.The horizontal coordinates were established by classical geodetic methods
 DU2070.and adjusted by the National Geodetic Survey in August 1993..
 DU2070
 DU2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2070
 DU2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2070
 DU2070.The geoid height was determined by GEOID03.
 DU2070
 DU2070;                    North         East     Units Scale Factor Converg.
 DU2070;SPC AZ C     -   222,445.967   257,468.124   MT  0.99992398   +0 15 25.7
 DU2070;SPC AZ C     -   729,809.60    844,711.69   iFT  0.99992398   +0 15 25.7
 DU2070;UTM  12      - 3,651,969.990   458,468.522   MT  0.99962127   -0 14 31.9
 DU2070
 DU2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2070!SPC AZ C     -   0.99993358  x   0.99992398  =   0.99985757
 DU2070!UTM  12      -   0.99993358  x   0.99962127  =   0.99955488
 DU2070
 DU2070:                Primary Azimuth Mark                     Grid Az
 DU2070:SPC AZ C     -  POSTEN                                   030 50 17.8
 DU2070:UTM  12      -  POSTEN                                   031 20 15.4
 DU2070
 DU2070|---------------------------------------------------------------------|
 DU2070| PID    Reference Object                     Distance      Geod. Az  |
 DU2070|                                                           dddmmss.s |
 DU2070| DU0546 POSTEN                              APPROX. 6.5 KM 0310543.5 |
 DU2070| CH4798 ADAMS RM 1                           14.548 METERS 08258     |
 DU2070| CH4799 ADAMS RM 2                           12.113 METERS 27430     |
 DU2070|---------------------------------------------------------------------|
 DU2070
 DU2070                          SUPERSEDED SURVEY CONTROL
 DU2070
 DU2070  NAD 83(1986)-  33 00 19.32256(N)    111 26 40.60482(W) AD(       ) 2
 DU2070  NAD 27      -  33 00 19.09845(N)    111 26 38.16728(W) AD(       ) 2
 DU2070  NGVD 29 (07/19/86)  452.1    (m)         1483.     (f) VERT ANG       
 DU2070
 DU2070.Superseded values are not recommended for survey control.
 DU2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2070.See file dsdata.txt to determine how the superseded data were derived.
 DU2070
 DU2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5846951970(NAD 83)
 DU2070_MARKER: DD = SURVEY DISK
 DU2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2070+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU2070
 DU2070  HISTORY     - Date     Condition        Report By
 DU2070  HISTORY     - 1975     MONUMENTED       AZDT
 DU2070  HISTORY     - 19950919 GOOD             USPSQD
 DU2070  HISTORY     - 20060224 GOOD             USPSQD
 DU2070
 DU2070                          STATION DESCRIPTION
 DU2070
 DU2070'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2070'THE STATION IS LOCATED ABOUT 3.7 MILES WEST SOUTHWEST OF
 DU2070'FLORENCE AND 5 MILES EAST NORTHEAST OF COOLIDGE ALONG STATE
 DU2070'HIGHWAY 287.
 DU2070'
 DU2070'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED ADAMS
 DU2070'P AND M G.S. 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2070'MONUMENT.  THE STATION IS 28 FEET NORTH OF A HISTORICAL MONUMENT
 DU2070'TO OLD ADAMSVILLE AND IS MARKED BY A WITNESS POST AND SIGN 3
 DU2070'FEET NORTH.
 DU2070'
 DU2070'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2070'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2070'MARK IS 70 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 287.
 DU2070'
 DU2070'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2070'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 52 FEET
 DU2070'EAST OF THE CENTERLINE OF THE ADAMSVILLE ROAD.
 DU2070'
 DU2070'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO SOUTH
 DU2070'ON STATE HIGHWAY 287 FOR 0.8 MILES TO THE JUNCTION OF STATE
 DU2070'HIGHWAY 287 AND U.S. 80-89.  CONTINUE WEST-SOUTHWEST ON STATE
 DU2070'HIGHWAY 287 FOR 3.45 MILES TO MILE POST 139.26 AND THE STATION
 DU2070'ON THE RIGHT (NORTH).
 DU2070'
 DU2070'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2070
 DU2070                          STATION RECOVERY (1995)
 DU2070
 DU2070'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2070'RECOVERED IN GOOD CONDITION.
 DU2070
 DU2070                          STATION RECOVERY (2006)
 DU2070
 DU2070'RECOVERY NOTE BY US POWER SQUADRON 2006 (JH)
 DU2070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2197 ***********************************************************************
 DU2197  DESIGNATION -  ADAMS
 DU2197  PID         -  DU2197
 DU2197  STATE/COUNTY-  AZ/MARICOPA
 DU2197  USGS QUAD   -  ADAMS MESA (1964)
 DU2197
 DU2197                         *CURRENT SURVEY CONTROL
 DU2197  ___________________________________________________________________
 DU2197* NAD 83(1992)-  33 38 39.41410(N)    111 35 28.49301(W)     ADJUSTED  
 DU2197* NAVD 88     -       768.2    (meters)    2520.     (feet)  VERTCON   
 DU2197  ___________________________________________________________________
 DU2197  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DU2197  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DU2197
 DU2197  HORZ ORDER  -  FIRST
 DU2197
 DU2197.The horizontal coordinates were established by classical geodetic methods
 DU2197.and adjusted by the National Geodetic Survey in August 1993..
 DU2197
 DU2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2197
 DU2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2197
 DU2197.The geoid height was determined by GEOID03.
 DU2197
 DU2197;                    North         East     Units Scale Factor Converg.
 DU2197;SPC AZ C     -   293,249.306   243,545.508   MT  0.99991123   +0 10 49.1
 DU2197;SPC AZ C     -   962,104.02    799,033.82   iFT  0.99991123   +0 10 49.1
 DU2197;UTM  12      - 3,722,872.511   445,172.606   MT  0.99963706   -0 19 39.3
 DU2197
 DU2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2197!SPC AZ C     -   0.99988397  x   0.99991123  =   0.99979521
 DU2197!UTM  12      -   0.99988397  x   0.99963706  =   0.99952107
 DU2197
 DU2197|---------------------------------------------------------------------|
 DU2197| PID    Reference Object                     Distance      Geod. Az  |
 DU2197|                                                           dddmmss.s |
 DU2197| CR5345 ADAMS RM 1                            6.416 METERS 11637     |
 DU2197| CR5344 ADAMS AZ MK                                        1421925.2 |
 DU2197| CR5346 ADAMS RM 2                            8.364 METERS 21326     |
 DU2197|---------------------------------------------------------------------|
 DU2197
 DU2197                          SUPERSEDED SURVEY CONTROL
 DU2197
 DU2197  NAD 83(1986)-  33 38 39.41139(N)    111 35 28.50079(W) AD(       ) 1
 DU2197  NAD 27      -  33 38 39.25700(N)    111 35 26.01300(W) AD(       ) 1
 DU2197  NGVD 29 (07/10/87)  767.7    (m)         2519.     (f) VERT ANG       
 DU2197
 DU2197.Superseded values are not recommended for survey control.
 DU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2197.See file dsdata.txt to determine how the superseded data were derived.
 DU2197
 DU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4517322873(NAD 83)
 DU2197_MARKER: DS = TRIANGULATION STATION DISK
 DU2197_SETTING: 66 = SET IN ROCK OUTCROP
 DU2197_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2197+STABILITY: POSITION/ELEVATION WELL
 DU2197
 DU2197  HISTORY     - Date     Condition        Report By
 DU2197  HISTORY     - 1935     MONUMENTED       CGS
 DU2197  HISTORY     - 1981     GOOD             AZDT
 DU2197
 DU2197                          STATION DESCRIPTION
 DU2197
 DU2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2197'ON THE HIGHEST PONIT OF ADAMS MESA, ABOUT 4 MILES, AIR LINE, EAST
 DU2197'OF VERDE RIVER AND ABOUT 6 MILES, AIR LINE, NORTH OF THE SALT RIVER.
 DU2197'MARKED BY A STANDARD BRONZE DISK.
 DU2197'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK.
 DU2197'IS 6.643 METERS (21.79 FEET) FROM STATION S 63 DEG 23 MIN E.
 DU2197'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2197'IS 8.500 METERS (27.89 FEET) FROM STATION
 DU2197'S 33 DEG 26 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DU2197'IS ONE-FOURTH MILE FROM STATION S 37 DEG 40 MIN E.
 DU2197
 DU2197                          STATION RECOVERY (1981)
 DU2197
 DU2197'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2197'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU2197'DESCRIBED IN 1935.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2197'
 DU2197'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU2197'FEET ALONG MAIN STREET TO SOUTH MCLANE ROAD.  TURN LEFT FOR 0.6 MILE
 DU2197'TO STATE ROUTE 87.  TURN RIGHT ALONG SR 87 FOR 38 MILES TO THE BRIDGE
 DU2197'OVER SYCAMORE CREEK,  CONTINUE SOUTH ALONG SR 87 FOR 7.1 MILES TO THE
 DU2197'CREST OF TOMBSTONE RIDGE, CONTINUE SOUTH ALONG SR 87 FOR 4.2 MILES TO
 DU2197'THE POINT WHERE SR 87 BECOMES A DIVIDED HIGHWAY, CONTINUE SOUTH ALONG
 DU2197'SR 87 FOR 0.6 MILES TO A CROSS ROAD.  TURN RIGHT CROSSING OVER A
 DU2197'CATTLE GUARD, CONTINUE ALONG MAIN ROAD FOR 2.65 MILES TO A LARGE WASH,
 DU2197'TURN LEFT AND TRAVEL WEST DOWN THE WASH FOR 1.75 MILES TO A TRACK ROAD
 DU2197'IN A WASH ON THE LEFT.  TURN LEFT UP WASH FOR 1.55 MILES TO END OF
 DU2197'TRUCK TRAVEL.  PACK UP WASH AND ACROSS COUNTRY TO A SADDLE AND AZIMUTH
 DU2197'MARK.  TURN RIGHT AND PACK TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0955 ***********************************************************************
 CG0955  DESIGNATION -  ADAMSON
 CG0955  PID         -  CG0955
 CG0955  STATE/COUNTY-  AZ/COCHISE
 CG0955  USGS QUAD   -  SAINT DAVID (1973)
 CG0955
 CG0955                         *CURRENT SURVEY CONTROL
 CG0955  ___________________________________________________________________
 CG0955* NAD 83(1992)-  31 57 42.98230(N)    110 10 49.98445(W)     ADJUSTED  
 CG0955* NAVD 88     -      1237.87   (+/-2cm)    4061.2    (feet)  VERTCON   
 CG0955  ___________________________________________________________________
 CG0955  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CG0955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0955
 CG0955  HORZ ORDER  -  FIRST
 CG0955  VERT ORDER  -  THIRD ? (See Below)
 CG0955
 CG0955.The horizontal coordinates were established by classical geodetic methods
 CG0955.and adjusted by the National Geodetic Survey in August 1993..
 CG0955
 CG0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0955.The vertical order pertains to the NGVD 29 superseded value.
 CG0955
 CG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0955
 CG0955.The geoid height was determined by GEOID03.
 CG0955
 CG0955;                    North         East     Units Scale Factor Converg.
 CG0955;SPC AZ E     -   106,647.137   212,047.593   MT  0.99990002   -0 00 26.5
 CG0955;SPC AZ E     -   349,892.18    695,694.20   iFT  0.99990002   -0 00 26.5
 CG0955;UTM  12      - 3,536,510.126   577,434.441   MT  0.99967395   +0 26 01.7
 CG0955
 CG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0955!SPC AZ E     -   0.99981001  x   0.99990002  =   0.99971005
 CG0955!UTM  12      -   0.99981001  x   0.99967395  =   0.99948402
 CG0955
 CG0955:                Primary Azimuth Mark                     Grid Az
 CG0955:SPC AZ E     -  ADAMSON AZ MK                            002 30 52.0
 CG0955:UTM  12      -  ADAMSON AZ MK                            002 04 23.8
 CG0955
 CG0955|---------------------------------------------------------------------|
 CG0955| PID    Reference Object                     Distance      Geod. Az  |
 CG0955|                                                           dddmmss.s |
 CG0955| CC5922 ADAMSON AZ MK                                      0023025.5 |
 CG0955| CC5923 ADAMSON RM 1                         25.207 METERS 15540     |
 CG0955| CG0977 BENSON MTN ST TEL CO MW KPS 85      APPROX.18.1 KM 2594354.6 |
 CG0955| CC5924 ADAMSON RM 2                         30.995 METERS 33728     |
 CG0955|---------------------------------------------------------------------|
 CG0955
 CG0955                          SUPERSEDED SURVEY CONTROL
 CG0955
 CG0955  NAD 83(1986)-  31 57 42.97582(N)    110 10 49.98112(W) AD(       ) 1
 CG0955  NAD 27      -  31 57 42.67700(N)    110 10 47.73111(W) AD(       ) 1
 CG0955  NGVD 29 (07/19/86) 1237.04   (m)         4058.5    (f) LEVELING    3  
 CG0955
 CG0955.Superseded values are not recommended for survey control.
 CG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0955.See file dsdata.txt to determine how the superseded data were derived.
 CG0955
 CG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7743436510(NAD 83)
 CG0955_MARKER: DS = TRIANGULATION STATION DISK
 CG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0955
 CG0955  HISTORY     - Date     Condition        Report By
 CG0955  HISTORY     - 1970     MONUMENTED       NGS
 CG0955  HISTORY     - 20030312 POOR             NGS
 CG0955
 CG0955                          STATION DESCRIPTION
 CG0955
 CG0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG0955'THE STATION IS LOCATED ABOUT 7 MILES EAST OF BENSON, 4-1/2 MILES
 CG0955'NORTHEAST OF ST. DAVID, 2 MILES SOUTH OF INTERSTATE HIGHWAY 10, ON
 CG0955'LAND OWNED BY THE STATE OF ARIZONA AND LEASED BY MR. LLOYD ADAMS.
 CG0955'
 CG0955'TO REACH THE STATION FROM THE SIBYL EXIT ON INTERSTATE HIGHWAY 10
 CG0955'ABOUT 7 MILES EAST OF BENSON GO SOUTHWEST ON SIBYL ROAD FOR 0.75
 CG0955'MILES TO THE END OF THE PAVEMENT.  CONTINUE SOUTH ON THE BLADED ROAD
 CG0955'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AND A DIM FORK ON
 CG0955'THE RIGHT. CONTINUE SOUTH ON THE BLADED ROAD FOR 0.25 MILE TO THE
 CG0955'STATION ON THE LEFT AS DESCRIBED.
 CG0955'
 CG0955'THE STATION MARK IS A STANDARD DISK STAMPED ADAMSON 1970, SET IN THE
 CG0955'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG0955'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 3.5 FEET WEST OF A METAL
 CG0955'WITNESS POST WITH SIGN.  AN UNDERGROUND MARK WAS SET ABOUT 42 INCHES
 CG0955'BELOW THE GROUND SURFACE.
 CG0955'
 CG0955'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADAMSON NO 1 1970, SET IN
 CG0955'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG0955'AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 106
 CG0955'FEET EAST OF THE CENTER OF THE BLADED ROAD AND 81.5 FEET SOUTH OF
 CG0955'THE METAL WITNESS POST WITH SIGN SET NEAR THE STATION MARK.
 CG0955'
 CG0955'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADAMSON NO 2 1970, SET IN
 CG0955'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG0955'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 2 FEET EAST-SOUTHEAST OF A
 CG0955'METAL WITNESS POST WITH SIGN.
 CG0955'
 CG0955'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADAMSON 1970, SET IN THE
 CG0955'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG0955'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 2 FEET SOUTH OF A METAL
 CG0955'WITNESS POST WITH SIGN.
 CG0955
 CG0955                          STATION RECOVERY (2003)
 CG0955
 CG0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DHM)
 CG0955'AZIMUTH MARK AND RM2 DESTROYED BY ROAD CONSTRUCTION - MARKS FORWARDED
 CG0955'TO NGS BY COCHISE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0344 ***********************************************************************
 CY0344  DESIGNATION -  ADOBE
 CY0344  PID         -  CY0344
 CY0344  STATE/COUNTY-  AZ/COCHISE
 CY0344  USGS QUAD   -  OLGA (1974)
 CY0344
 CY0344                         *CURRENT SURVEY CONTROL
 CY0344  ___________________________________________________________________
 CY0344* NAD 83(1992)-  32 16 20.76962(N)    109 15 43.88164(W)     ADJUSTED  
 CY0344* NAVD 88     -      1098.09   (+/-2cm)    3602.7    (feet)  VERTCON   
 CY0344  ___________________________________________________________________
 CY0344  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CY0344  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0344
 CY0344  HORZ ORDER  -  SECOND
 CY0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0344
 CY0344.The horizontal coordinates were established by classical geodetic methods
 CY0344.and adjusted by the National Geodetic Survey in August 1993..
 CY0344
 CY0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0344.The vertical order pertains to the NGVD 29 superseded value.
 CY0344
 CY0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0344
 CY0344.The geoid height was determined by GEOID03.
 CY0344
 CY0344;                    North         East     Units Scale Factor Converg.
 CY0344;SPC AZ E     -   141,433.329   298,566.236   MT  0.99998950   +0 28 58.7
 CY0344;SPC AZ E     -   464,020.11    979,548.02   iFT  0.99998950   +0 28 58.7
 CY0344;UTM  12      - 3,571,959.367   663,669.163   MT  0.99993035   +0 55 41.2
 CY0344
 CY0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0344!SPC AZ E     -   0.99983181  x   0.99998950  =   0.99982131
 CY0344!UTM  12      -   0.99983181  x   0.99993035  =   0.99976217
 CY0344
 CY0344|---------------------------------------------------------------------|
 CY0344| PID    Reference Object                     Distance      Geod. Az  |
 CY0344|                                                           dddmmss.s |
 CY0344| CY0343 ADOBE RM 2                           14.523 METERS 26802     |
 CY0344| CY0301 T 330                                              3083340.0 |
 CY0344| CY0345 ADOBE RM 1                           10.045 METERS 35732     |
 CY0344|---------------------------------------------------------------------|
 CY0344
 CY0344                          SUPERSEDED SURVEY CONTROL
 CY0344
 CY0344  NAD 83(1986)-  32 16 20.76521(N)    109 15 43.87950(W) AD(       ) 2
 CY0344  NAD 27      -  32 16 20.48530(N)    109 15 41.66400(W) AD(       ) 2
 CY0344  NGVD 29 (??/??/92) 1097.445  (m)         3600.53   (f) ADJ UNCH    2 0
 CY0344
 CY0344.Superseded values are not recommended for survey control.
 CY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0344.See file dsdata.txt to determine how the superseded data were derived.
 CY0344
 CY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6366971959(NAD 83)
 CY0344_MARKER: DS = TRIANGULATION STATION DISK
 CY0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0344_STAMPING: ADOBE 1960
 CY0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0344+STABILITY: SURFACE MOTION
 CY0344
 CY0344  HISTORY     - Date     Condition        Report By
 CY0344  HISTORY     - 1960     MONUMENTED       CGS
 CY0344  HISTORY     - 1960     GOOD             CGS
 CY0344  HISTORY     - 1968     GOOD             CGS
 CY0344  HISTORY     - 1972     GOOD             AZHD
 CY0344
 CY0344                          STATION DESCRIPTION
 CY0344
 CY0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0344'STATION IS LOCATED ON THE EAST SIDE OF A GRAVEL ROAD LEADING
 CY0344'TO A VOR STATION, ABOUT 2 MILES WEST OF SAN SIMON AND 0.3
 CY0344'MILE SOUTH OF STATE HIGHWAY 86, IN THE NORTHWEST 1/4 OF SECTION
 CY0344'26, T 13 S, R 30 E.
 CY0344'
 CY0344'REACHED FROM THE CAUTION LIGHT IN BOWIE (ABOUT 0.1 MILE SOUTH
 CY0344'OF THE POST OFFICE) BY GOING EASTERLY ON STATE HIGHWAY 86 FOR
 CY0344'12.55 MILES TO MILE POST 365, CONTINUE EAST ON HIGHWAY 86 FOR
 CY0344'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON
 CY0344'HIGHWAY 86 FOR 0.6 MILE TO A SIDE ROAD RIGHT AND METAL GATE,
 CY0344'TURN RIGHT, PASSING THROUGH GATE AND FOLLOW GRAVEL ROAD SOUTH
 CY0344'FOR 0.3 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 CY0344'OLD ADOBE HOUSE ON THE RIGHT.
 CY0344'
 CY0344'STATION MARKS ARE STANDARD DISKS, STAMPED ADOBE 1960.  THE
 CY0344'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0344'POST PROJECTING 6 INCHES.  IT IS 29 FEET EAST OF THE CENTER OF
 CY0344'THE GRAVEL ROAD AND 13.4 FEET NORTH OF A POWER LINE GUY POLE.
 CY0344'
 CY0344'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADOBE NO 1 1960,
 CY0344'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0344'2 INCHES.  IT IS 44 FEET NORTH OF THE GUY POLE AND 25 FEET EAST
 CY0344'OF THE CENTER OF THE ROAD.
 CY0344'
 CY0344'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADOBE NO 2 1960,
 CY0344'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0344'1 INCH.  IT IS 18 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET
 CY0344'NORTH OF A POWERLINE POLE AND 3 FEET EAST OF A WIRE FENCE.
 CY0344'
 CY0344'BENCH MARK T 330 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 CY0344'DISK, STAMPED T 330 1952, SET IN THE TOP OF AN 11-INCH, ROUND,
 CY0344'CONCRETE POST PROJECTING 4 INCHES.  IT IS 94 FEET NORTH OF
 CY0344'THE CENTER OF STATE HIGHWAY 86, 94 FEET SOUTH OF THE SOUTH RAIL
 CY0344'OF RAILROAD TRACKS AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 CY0344
 CY0344                          STATION RECOVERY (1960)
 CY0344
 CY0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0344'2.6 MI W FROM SAN SIMON.
 CY0344'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON PAVED
 CY0344'STREET, THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE
 CY0344'0.3 MILE SOUTH ON THE GRAVEL ROAD TO THE STATION, 13.4 FEET NORTH OF A
 CY0344'POWER POLE GUY-POLE, 29.0 FEET EAST OF CENTER OF GRAVEL ROAD, SET IN
 CY0344'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CY0344
 CY0344                          STATION RECOVERY (1968)
 CY0344
 CY0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MRH)
 CY0344'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0344
 CY0344                          STATION RECOVERY (1972)
 CY0344
 CY0344'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY0344'A. GENERAL LOCATION SAME AS GIVEN
 CY0344'
 CY0344'B. TO REACH STATION FROM EB LANE ON I-10 GO 0.2 PAST MP 378
 CY0344'TO A SIDE ROAD AND GATE.  STA. IS 1500 S AND ON THE LEFT OF
 CY0344'ROAD.
 CY0344'
 CY0344'C. STATION MARK GOOD
 CY0344'
 CY0344'D. REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0217 ***********************************************************************
 CG0217  DESIGNATION -  ADOBE
 CG0217  PID         -  CG0217
 CG0217  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0217  USGS QUAD   -  RIO RICO (1981)
 CG0217
 CG0217                         *CURRENT SURVEY CONTROL
 CG0217  ___________________________________________________________________
 CG0217* NAD 83(1992)-  31 26 40.43044(N)    110 58 13.78351(W)     ADJUSTED  
 CG0217* NAVD 88     -      1092.35   (+/-2cm)    3583.8    (feet)  VERTCON   
 CG0217  ___________________________________________________________________
 CG0217  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CG0217  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0217
 CG0217  HORZ ORDER  -  FIRST
 CG0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0217
 CG0217.The horizontal coordinates were established by classical geodetic methods
 CG0217.and adjusted by the National Geodetic Survey in August 1993..
 CG0217
 CG0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0217.The vertical order pertains to the NGVD 29 superseded value.
 CG0217
 CG0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0217
 CG0217.The geoid height was determined by GEOID03.
 CG0217
 CG0217;                    North         East     Units Scale Factor Converg.
 CG0217;SPC AZ C     -    49,672.753   303,294.342   MT  0.99999973   +0 29 37.1
 CG0217;SPC AZ C     -   162,968.35    995,060.18   iFT  0.99999973   +0 29 37.1
 CG0217;UTM  12      - 3,478,872.871   502,803.534   MT  0.99960010   +0 00 55.4
 CG0217
 CG0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0217!SPC AZ C     -   0.99983313  x   0.99999973  =   0.99983286
 CG0217!UTM  12      -   0.99983313  x   0.99960010  =   0.99943330
 CG0217
 CG0217|---------------------------------------------------------------------|
 CG0217| PID    Reference Object                     Distance      Geod. Az  |
 CG0217|                                                           dddmmss.s |
 CG0217| CG0216 ADOBE RM 1                           26.923 METERS 06307     |
 CG0217| CC5930 ADOBE AZ MK RESET                                  1273438.0 |
 CG0217| CC5931 ADOBE RM 3 AZIMUTH                                 1291114.6 |
 CG0217| CG1024 NOGALES AZHD RADIO MAST             APPROX.11.9 KM 1720218.4 |
 CG0217| CG0218 ADOBE RM 2                           11.543 METERS 32407     |
 CG0217|---------------------------------------------------------------------|
 CG0217
 CG0217                          SUPERSEDED SURVEY CONTROL
 CG0217
 CG0217  NAD 83(1986)-  31 26 40.41798(N)    110 58 13.77899(W) AD(       ) 1
 CG0217  NAD 27      -  31 26 40.07600(N)    110 58 11.46100(W) AD(       ) 1
 CG0217  NGVD 29 (??/??/92) 1091.496  (m)         3581.02   (f) ADJ UNCH    2 0
 CG0217
 CG0217.Superseded values are not recommended for survey control.
 CG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0217.See file dsdata.txt to determine how the superseded data were derived.
 CG0217
 CG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0280478873(NAD 83)
 CG0217_MARKER: DS = TRIANGULATION STATION DISK
 CG0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0217_STAMPING: ADOBE 1935
 CG0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0217+STABILITY: SURFACE MOTION
 CG0217
 CG0217  HISTORY     - Date     Condition        Report By
 CG0217  HISTORY     - 1935     MONUMENTED       CGS
 CG0217  HISTORY     - 1951     GOOD             CGS
 CG0217  HISTORY     - 1956     GOOD             USE
 CG0217  HISTORY     - 1959     GOOD             CGS
 CG0217  HISTORY     - 1959     GOOD             NGS
 CG0217  HISTORY     - 1967     GOOD             CGS
 CG0217  HISTORY     - 1971     GOOD             AZHD
 CG0217
 CG0217                          STATION DESCRIPTION
 CG0217
 CG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0217'ABOUT 8 MILES, AIR LINE, NORTH OF NOGALES.  ABOUT 0.2 MILE
 CG0217'WEST OF U.S. HIGHWAY NO. 89, ON THE TOP OF A LOW HILL OR
 CG0217'KNOLL.  MARKED BY A STANDARD BRONZE DISK.  REFERENCE MARK NO.
 CG0217'1, A STANDARD BRONZE REFERENCE DISK, IS 26.940 METERS (88.39
 CG0217'FEET) FROM STATION N 63 DEG 07 MIN E. REFERENCE MARK
 CG0217'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS 11.542 METERS
 CG0217'(37.87 FEET) FROM STATION N 35 DEG 52 MIN W. AZIMUTH
 CG0217'MARK (REFERENCE MARK NO. 3) A STANDARD BRONZE DISK, IS SET IN
 CG0217'DRILL HOLE IN CULVERT ON THE EAST SIDE OF U.S. HIGHWAY NO.
 CG0217'89, 0.2 MILE SOUTH OF OLD ADOBE HOUSE AND S 50 DEG 50 MIN E
 CG0217'FROM THE STATION.
 CG0217
 CG0217                          STATION RECOVERY (1951)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (SHD)
 CG0217'LETTER OF MR. M.B. MILLS, JR. RES. ENGR., ARIZONA STATE HWY
 CG0217'DEPT., TUMACACORI, ARIZONA, DATED 4/4/51--
 CG0217'
 CG0217'THE STATION AND AZIMUTH MARK RECOVERED.  THE AZIMUTH MARK
 CG0217'WAS DESTROYED DUE TO THE CONSTRUCTION OF A NEW CONCRETE BOX CULVERT.
 CG0217'A NEW MARK, STAMPED ADOBE 1935 RESET 1951, WAS SET 121.83
 CG0217'FEET E FROM THE OLD MARK IN THE W CURB OR HEAD WALL OF THE
 CG0217'NEW CONCRETE CULVERT.  THE OLD CULVERT HAS BEEN REMOVED.
 CG0217
 CG0217                          STATION RECOVERY (1956)
 CG0217
 CG0217'RECOVERY NOTE BY US ENGINEERS 1956
 CG0217'STATION RECOVERED AS DESCRIBED.
 CG0217'
 CG0217'REFERENCE MARKS 1 AND 2 FOUND TO BE IN GOOD CONDITION.
 CG0217
 CG0217                          STATION RECOVERY (1959)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0217'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION AND AS
 CG0217'DESCRIBED.
 CG0217'
 CG0217'THE STATION MARK IS A STANDARD DISK STAMPED ADOBE 1935, SET
 CG0217'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 CG0217'7.5 FEET SOUTH OF A WITNESS POST.
 CG0217'
 CG0217'R.M. 1 IS A STANDARD DISK STAMPED ADOBE NO--1 1935, SET IN A
 CG0217'DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES AND IS 88.0
 CG0217'FEET EAST OF THE WITNESS POST.
 CG0217'
 CG0217'R.M. 2 IS A STANDARD DISK STAMPED ADOBE NO--2 1935, SET IN A
 CG0217'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 30.8 FEET
 CG0217'NORTH OF THE WITNESS POST.
 CG0217'
 CG0217'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADOBE 1935 1951
 CG0217'RESET, SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL
 CG0217'OF A CONCRETE DOUBLE CULVERT BENEATH U.S. HIGHWAY 89, APPROXIMATELY
 CG0217'0.3 MILE SOUTHEAST OF THE STATION.
 CG0217'
 CG0217'TO REACH THE STATION FROM THE TUMACACORI POST OFFICE AND
 CG0217'NATIONAL MONUMENT, GO SOUTH ON U.S. HIGHWAY 89 FOR 10.5 MILES
 CG0217'TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE RIGHT, WHICH
 CG0217'IS 0.4 MILE SOUTH OF MILE POST 9.  CONTINUE AHEAD FOR 0.05
 CG0217'MILE TO A METAL GATE ON THE RIGHT, GO THROUGH THE GATE TO AN
 CG0217'OLD PAVED ROAD, GO NORTH ON THE OLD PAVEMENT FOR 0.05 TO A WASH,
 CG0217'TURN LEFT AND THEN RIGHT ACROSS THE WASH AND FOLLOW A DIM
 CG0217'TRACK ROAD NORTHWESTERLY FOR 0.25 MILE TO THE TOP OF THE RIDGE
 CG0217'AND THE STATION.
 CG0217
 CG0217                          STATION RECOVERY (1959)
 CG0217
 CG0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0217'10.5 MI S FROM TUMACACORI.
 CG0217'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0217'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0217'MILE TO THE TOP OF A SMALL HILL, 7.5 FEET SOUTH OF THE WITNESS POST,
 CG0217'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0217
 CG0217                          STATION RECOVERY (1967)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0217'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CG0217'FOUND IN GOOD CONDITION.
 CG0217'
 CG0217'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 CG0217'ADEQUATE.
 CG0217
 CG0217                          STATION RECOVERY (1971)
 CG0217
 CG0217'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (PG)
 CG0217'A.  GENERAL LOCATION ABOUT 8 MI N OF NOGALES ARIZ AND .2 MI
 CG0217'W OF I-19.
 CG0217'
 CG0217'B.  TO REACH 1959 DESCRIPTION ADEQUATE.
 CG0217'
 CG0217'C.  STATION MARK AS DESCRIBED, 1959.
 CG0217'
 CG0217'D.  REFERENCE MARKS AS DESCRIBED, 1959.
 CG0217'
 CG0217'E.  AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW9020 ***********************************************************************
 DW9020  DESIGNATION -  ADOBE
 DW9020  PID         -  DW9020
 DW9020  STATE/COUNTY-  AZ/LA PAZ
 DW9020  USGS QUAD   -  LA PAZ MTN (1970)
 DW9020
 DW9020                         *CURRENT SURVEY CONTROL
 DW9020  ___________________________________________________________________
 DW9020* NAD 83(1992)-  33 38 19.64582(N)    114 29 09.78434(W)     ADJUSTED  
 DW9020* NAVD 88     -       124.3    (meters)     408.     (feet)  VERTCON   
 DW9020  ___________________________________________________________________
 DW9020  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 DW9020  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DW9020
 DW9020  HORZ ORDER  -  THIRD
 DW9020
 DW9020.The horizontal coordinates were established by classical geodetic methods
 DW9020.and adjusted by the National Geodetic Survey in August 1993..
 DW9020
 DW9020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9020
 DW9020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9020
 DW9020.The geoid height was determined by GEOID03.
 DW9020
 DW9020;                    North         East     Units Scale Factor Converg.
 DW9020;SPC AZ W     -   292,845.539   145,077.420   MT  0.99999079   -0 24 27.9
 DW9020;SPC AZ W     -   960,779.33    475,975.79   iFT  0.99999079   -0 24 27.9
 DW9020;UTM  11      - 3,724,941.677   733,164.874   MT  1.00027029   +1 23 35.7
 DW9020
 DW9020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9020!SPC AZ W     -   0.99998559  x   0.99999079  =   0.99997638
 DW9020!UTM  11      -   0.99998559  x   1.00027029  =   1.00025588
 DW9020
 DW9020                          SUPERSEDED SURVEY CONTROL
 DW9020
 DW9020  NAD 83(1986)-  33 38 19.64441(N)    114 29 09.78885(W) AD(       ) 3
 DW9020  NGVD 29 (04/26/91)  123.6    (m)          406.     (f) VERT ANG       
 DW9020
 DW9020.Superseded values are not recommended for survey control.
 DW9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9020.See file dsdata.txt to determine how the superseded data were derived.
 DW9020
 DW9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3316524942(NAD 83)
 DW9020_MARKER: Z = SEE DESCRIPTION
 DW9020_SETTING: 0 = UNSPECIFIED SETTING
 DW9020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9020
 DW9020  HISTORY     - Date     Condition        Report By
 DW9020  HISTORY     - 1954     MONUMENTED       USGS
 DW9020
 DW9020                          STATION DESCRIPTION
 DW9020
 DW9020'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9020'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0219 ***********************************************************************
 CG0219  DESIGNATION -  ADOBE AZ MK RESET
 CG0219  PID         -  CG0219
 CG0219  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0219  USGS QUAD   -  RIO RICO (1981)
 CG0219
 CG0219                         *CURRENT SURVEY CONTROL
 CG0219  ___________________________________________________________________
 CG0219* NAD 83(1986)-  31 26 31.     (N)    110 57 59.     (W)     SCALED    
 CG0219* NAVD 88     -      1066.105  (meters)    3497.71   (feet)  ADJUSTED  
 CG0219  ___________________________________________________________________
 CG0219  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0219  DYNAMIC HT  -        1064.479 (meters)    3492.38  (feet)  COMP
 CG0219  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CG0219
 CG0219  VERT ORDER  -  FIRST     CLASS II
 CG0219
 CG0219.The horizontal coordinates were scaled from a topographic map and have
 CG0219.an estimated accuracy of +/- 6 seconds.
 CG0219
 CG0219.The orthometric height was determined by differential leveling
 CG0219.and adjusted by the National Geodetic Survey in June 1991..
 CG0219
 CG0219.The geoid height was determined by GEOID03.
 CG0219
 CG0219.The dynamic height is computed by dividing the NAVD 88
 CG0219.geopotential number by the normal gravity value computed on the
 CG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0219.degrees latitude (g = 980.6199 gals.).
 CG0219
 CG0219.The modeled gravity was interpolated from observed gravity values.
 CG0219
 CG0219;                    North         East    Units  Estimated Accuracy
 CG0219;SPC AZ C     -    49,390.      303,690.      MT  (+/- 180 meters Scaled)
 CG0219
 CG0219                          SUPERSEDED SURVEY CONTROL
 CG0219
 CG0219.No superseded survey control is available for this station.
 CG0219
 CG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV031785(NAD 83)
 CG0219_MARKER: DZ = AZIMUTH MARK DISK
 CG0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0219_SP_SET: CULVERT
 CG0219_STAMPING: ADOBE 1935 1951 RESET
 CG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0219
 CG0219  HISTORY     - Date     Condition        Report By
 CG0219  HISTORY     - 1951     MONUMENTED       CGS
 CG0219  HISTORY     - 1959     GOOD             NGS
 CG0219  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0219  HISTORY     - 1980     GOOD             NGS
 CG0219
 CG0219                          STATION DESCRIPTION
 CG0219
 CG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0219'10.5 MI S FROM TUMACACORI.
 CG0219'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0219'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, CEMENTED IN A DRILL
 CG0219'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE DOUBLE
 CG0219'CULVERT.
 CG0219
 CG0219                          STATION RECOVERY (1976)
 CG0219
 CG0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0219'MARK NOT FOUND.
 CG0219
 CG0219                          STATION RECOVERY (1980)
 CG0219
 CG0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0219'16.9 KILOMETERS (10.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0219'FROM THE INTERCHANGE AT TUMACACORI, 0.2 KILOMETER (0.15 MILE) SOUTH
 CG0219'OF KILOMETER POST 14, AT A TWO-CHANNEL CONCRETE BOX CULVERT UNDER THE
 CG0219'NORTHBOUND TRAFFIC LANE, SET IN TOP OF AND 0.2 METER (0.6 FOOT)
 CG0219'NORTH OF THE SOUTH END OF THE WEST HEADWALL, 5.6 METERS (18.5 FEET)
 CG0219'WEST OF THE CENTERLINE OF THE NORTHBOUND TRAFFIC LANE.
 CG0219'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0345 ***********************************************************************
 CY0345  DESIGNATION -  ADOBE RM 1
 CY0345  PID         -  CY0345
 CY0345  STATE/COUNTY-  AZ/COCHISE
 CY0345  USGS QUAD   -  OLGA (1974)
 CY0345
 CY0345                         *CURRENT SURVEY CONTROL
 CY0345  ___________________________________________________________________
 CY0345* NAD 83(1986)-  32 16 20.     (N)    109 15 43.     (W)     SCALED    
 CY0345* NAVD 88     -      1098.01   (+/-2cm)    3602.4    (feet)  VERTCON   
 CY0345  ___________________________________________________________________
 CY0345  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0345
 CY0345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0345
 CY0345.The horizontal coordinates were scaled from a topographic map and have
 CY0345.an estimated accuracy of +/- 6 seconds.
 CY0345
 CY0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0345.The vertical order pertains to the NGVD 29 superseded value.
 CY0345
 CY0345.The geoid height was determined by GEOID03.
 CY0345
 CY0345;                    North         East    Units  Estimated Accuracy
 CY0345;SPC AZ E     -   141,410.      298,590.      MT  (+/- 180 meters Scaled)
 CY0345
 CY0345                          SUPERSEDED SURVEY CONTROL
 CY0345
 CY0345  NGVD 29 (??/??/92) 1097.360  (m)         3600.26   (f) ADJ UNCH    2 0
 CY0345
 CY0345.Superseded values are not recommended for survey control.
 CY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0345.See file dsdata.txt to determine how the superseded data were derived.
 CY0345
 CY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA636719(NAD 83)
 CY0345_MARKER: DR = REFERENCE MARK DISK
 CY0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0345_STAMPING: ADOBE NO 1 1960
 CY0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0345+STABILITY: SURFACE MOTION
 CY0345
 CY0345  HISTORY     - Date     Condition        Report By
 CY0345  HISTORY     - 1960     MONUMENTED       CGS
 CY0345
 CY0345                          STATION DESCRIPTION
 CY0345
 CY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0345'2.6 MI W FROM SAN SIMON.
 CY0345'0.1 MILE SOUTH OF POST OFFICE AT SAN SIMON, ARIZONA, ON PAVED STREET,
 CY0345'THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE 0.3
 CY0345'MILE SOUTH ON GRAVEL ROAD TO TRIANGULATION STATION ADOBE.  R M 1 IS
 CY0345'44.0 FEET NORTH OF A GUY-POLE, 25.0 FEET EAST OF CENTER OF GRAVEL
 CY0345'ROAD, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 2
 CY0345'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0216 ***********************************************************************
 CG0216  DESIGNATION -  ADOBE RM 1
 CG0216  PID         -  CG0216
 CG0216  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0216  USGS QUAD   -  RIO RICO (1981)
 CG0216
 CG0216                         *CURRENT SURVEY CONTROL
 CG0216  ___________________________________________________________________
 CG0216* NAD 83(1986)-  31 26 40.     (N)    110 58 13.     (W)     SCALED    
 CG0216* NAVD 88     -      1091.12   (+/-2cm)    3579.8    (feet)  VERTCON   
 CG0216  ___________________________________________________________________
 CG0216  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0216
 CG0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0216
 CG0216.The horizontal coordinates were scaled from a topographic map and have
 CG0216.an estimated accuracy of +/- 6 seconds.
 CG0216
 CG0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0216.The vertical order pertains to the NGVD 29 superseded value.
 CG0216
 CG0216.The geoid height was determined by GEOID03.
 CG0216
 CG0216;                    North         East    Units  Estimated Accuracy
 CG0216;SPC AZ C     -    49,660.      303,320.      MT  (+/- 180 meters Scaled)
 CG0216
 CG0216                          SUPERSEDED SURVEY CONTROL
 CG0216
 CG0216  NGVD 29 (??/??/92) 1090.268  (m)         3576.99   (f) ADJ UNCH    2 0
 CG0216
 CG0216.Superseded values are not recommended for survey control.
 CG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0216.See file dsdata.txt to determine how the superseded data were derived.
 CG0216
 CG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV028788(NAD 83)
 CG0216_MARKER: DR = REFERENCE MARK DISK
 CG0216_SETTING: 80 = SET IN A BOULDER
 CG0216_SP_SET: BOULDER
 CG0216_STAMPING: ADOBE NO 1 1935
 CG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0216+STABILITY: SURFACE MOTION
 CG0216
 CG0216  HISTORY     - Date     Condition        Report By
 CG0216  HISTORY     - 1935     MONUMENTED       CGS
 CG0216  HISTORY     - 1959     GOOD             NGS
 CG0216
 CG0216                          STATION DESCRIPTION
 CG0216
 CG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0216'10.5 MI S FROM TUMACACORI.
 CG0216'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0216'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0216'MILE TO THE TOP OF A SMALL HILL, 88 FEET EAST OF THE WITNESS POST,
 CG0216'CEMENTED IN A DRILL IN A HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0343 ***********************************************************************
 CY0343  DESIGNATION -  ADOBE RM 2
 CY0343  PID         -  CY0343
 CY0343  STATE/COUNTY-  AZ/COCHISE
 CY0343  USGS QUAD   -  OLGA (1974)
 CY0343
 CY0343                         *CURRENT SURVEY CONTROL
 CY0343  ___________________________________________________________________
 CY0343* NAD 83(1986)-  32 16 20.     (N)    109 15 43.     (W)     SCALED    
 CY0343* NAVD 88     -      1098.19   (+/-2cm)    3603.0    (feet)  VERTCON   
 CY0343  ___________________________________________________________________
 CY0343  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0343
 CY0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0343
 CY0343.The horizontal coordinates were scaled from a topographic map and have
 CY0343.an estimated accuracy of +/- 6 seconds.
 CY0343
 CY0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0343.The vertical order pertains to the NGVD 29 superseded value.
 CY0343
 CY0343.The geoid height was determined by GEOID03.
 CY0343
 CY0343;                    North         East    Units  Estimated Accuracy
 CY0343;SPC AZ E     -   141,410.      298,590.      MT  (+/- 180 meters Scaled)
 CY0343
 CY0343                          SUPERSEDED SURVEY CONTROL
 CY0343
 CY0343  NGVD 29 (??/??/92) 1097.544  (m)         3600.86   (f) ADJ UNCH    2 0
 CY0343
 CY0343.Superseded values are not recommended for survey control.
 CY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0343.See file dsdata.txt to determine how the superseded data were derived.
 CY0343
 CY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA636719(NAD 83)
 CY0343_MARKER: DR = REFERENCE MARK DISK
 CY0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0343_STAMPING: ADOBE NO 2 1960
 CY0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0343+STABILITY: SURFACE MOTION
 CY0343
 CY0343  HISTORY     - Date     Condition        Report By
 CY0343  HISTORY     - 1960     MONUMENTED       CGS
 CY0343
 CY0343                          STATION DESCRIPTION
 CY0343
 CY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0343'2.6 MI W FROM SAN SIMON.
 CY0343'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0343'STREET, THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE
 CY0343'0.3 MILE SOUTH ON GRAVEL ROAD TO TRIANGULATION STATION ADOBE.  R M 2
 CY0343'IS 18.0 FEET WEST OF CENTER OF GRAVEL ROAD, 3.0 FEET NORTH OF A
 CY0343'POWER-LINE POLE, 3.0 FEET EAST OF A WIRE FENCE, SET IN THE TOP OF A
 CY0343'10-INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0218 ***********************************************************************
 CG0218  DESIGNATION -  ADOBE RM 2
 CG0218  PID         -  CG0218
 CG0218  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0218  USGS QUAD   -  RIO RICO (1981)
 CG0218
 CG0218                         *CURRENT SURVEY CONTROL
 CG0218  ___________________________________________________________________
 CG0218* NAD 83(1986)-  31 26 40.     (N)    110 58 13.     (W)     SCALED    
 CG0218* NAVD 88     -      1091.82   (+/-2cm)    3582.1    (feet)  VERTCON   
 CG0218  ___________________________________________________________________
 CG0218  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0218
 CG0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0218
 CG0218.The horizontal coordinates were scaled from a topographic map and have
 CG0218.an estimated accuracy of +/- 6 seconds.
 CG0218
 CG0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0218.The vertical order pertains to the NGVD 29 superseded value.
 CG0218
 CG0218.The geoid height was determined by GEOID03.
 CG0218
 CG0218;                    North         East    Units  Estimated Accuracy
 CG0218;SPC AZ C     -    49,660.      303,320.      MT  (+/- 180 meters Scaled)
 CG0218
 CG0218                          SUPERSEDED SURVEY CONTROL
 CG0218
 CG0218  NGVD 29 (??/??/92) 1090.962  (m)         3579.26   (f) ADJ UNCH    2 0
 CG0218
 CG0218.Superseded values are not recommended for survey control.
 CG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0218.See file dsdata.txt to determine how the superseded data were derived.
 CG0218
 CG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV028788(NAD 83)
 CG0218_MARKER: DR = REFERENCE MARK DISK
 CG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0218_STAMPING: ADOBE NO 2 1935
 CG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0218+STABILITY: SURFACE MOTION
 CG0218
 CG0218  HISTORY     - Date     Condition        Report By
 CG0218  HISTORY     - 1935     MONUMENTED       CGS
 CG0218  HISTORY     - 1959     GOOD             NGS
 CG0218
 CG0218                          STATION DESCRIPTION
 CG0218
 CG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0218'10.5 MI S FROM TUMACACORI.
 CG0218'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0218'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0218'MILE TO THE TOP OF A SMALL HILL, 30.8 FEET NORTH OF THE WITNESS POST,
 CG0218'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2002 ***********************************************************************
 DV2002  DESIGNATION -  ADOBE SPERRY PHOENIX CO TANK
 DV2002  PID         -  DV2002
 DV2002  STATE/COUNTY-  AZ/MARICOPA
 DV2002  USGS QUAD   -  UNION HILLS (1981)
 DV2002
 DV2002                         *CURRENT SURVEY CONTROL
 DV2002  ___________________________________________________________________
 DV2002* NAD 83(1992)-  33 40 42.86252(N)    112 05 48.31812(W)     ADJUSTED  
 DV2002* NAVD 88     -                                                        
 DV2002  ___________________________________________________________________
 DV2002  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DV2002  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV2002
 DV2002  HORZ ORDER  -  THIRD
 DV2002
 DV2002.The horizontal coordinates were established by classical geodetic methods
 DV2002.and adjusted by the National Geodetic Survey in August 1993..
 DV2002
 DV2002
 DV2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2002
 DV2002.The geoid height was determined by GEOID03.
 DV2002
 DV2002;                    North         East     Units Scale Factor Converg.
 DV2002;SPC AZ C     -   297,019.441   196,661.831   MT  0.99990344   -0 05 59.5
 DV2002;SPC AZ C     -   974,473.23    645,215.98   iFT  0.99990344   -0 05 59.5
 DV2002;UTM  12      - 3,727,057.333   398,334.754   MT  0.99972742   -0 36 29.7
 DV2002
 DV2002                          SUPERSEDED SURVEY CONTROL
 DV2002
 DV2002  NAD 83(1986)-  33 40 42.85720(N)    112 05 48.32467(W) AD(       ) 4
 DV2002  NAD 27      -  33 40 42.72000(N)    112 05 45.77700(W) AD(       ) 3
 DV2002
 DV2002.Superseded values are not recommended for survey control.
 DV2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2002.See file dsdata.txt to determine how the superseded data were derived.
 DV2002
 DV2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9833527057(NAD 83)
 DV2002_MARKER: 53 = ELEVATED TANK
 DV2002
 DV2002  HISTORY     - Date     Condition        Report By
 DV2002  HISTORY     - 1959     FIRST OBSERVED   CGS
 DV2002  HISTORY     - 1963     GOOD             CGS
 DV2002
 DV2002                          STATION DESCRIPTION
 DV2002
 DV2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2002'LOCATED ABOUT 1 MILE SOUTHEAST OF THE VILLAGE OF ADOBE AND
 DV2002'0.8 MILE EAST OF STATE HIGHWAY 69.
 DV2002'
 DV2002'REACHED FROM THE JUNCTION OF CAMELBACK ROAD AND BLACK CANYON
 DV2002'HIGHWAY IN PHOENIX BY GOING NORTH ON ARIZONA STATE HIGHWAY 69 FOR
 DV2002'11.7 MILES TO DEER VALLEY DRIVE.  TURN RIGHT AND GO EAST FOR
 DV2002'0.7 MILE TO NORTH 19TH AVENUE, TURN RIGHT AND GO 0.3 MILE
 DV2002'TO THE ENTRANCE TO THE DEER VALLEY PLANT OF SPERRY-PHOENIX
 DV2002'COMPANY.
 DV2002'
 DV2002'THE OBJECT INTERSECTED IS THE VENT, 18 INCHES TALL, IN THE
 DV2002'CENTER OF THE DOMED TOP OF THE ELEVATED WATER TANK, 129 FEET
 DV2002'ABOVE THE GROUND.  THE TANK IS SUPPORTED BY 6 CYLINDERICAL
 DV2002'STEEL LEGS RESTING ON CONCRETE BASES.  IT IS 945 FEET
 DV2002'EAST OF THE CENTER OF NORTH 19TH AVENUE, 713 FEET NORTH OF THE
 DV2002'SOUTH LINE OF THE NORTHWEST QUARTER SECTION AND 380 FEET
 DV2002'FROM THE SOUTHEAST CORNER OF THE PLANT, WINDOWLESS CONCRETE
 DV2002'BUILDING.
 DV2002
 DV2002                          STATION RECOVERY (1963)
 DV2002
 DV2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2002'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DV2002'CONDITION.  THE ORIGINAL DESCRIPTION AND TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1253 ***********************************************************************
 DB1253  DESIGNATION -  ADONDE
 DB1253  PID         -  DB1253
 DB1253  STATE/COUNTY-  AZ/YUMA
 DB1253  USGS QUAD   -  WELLTON (1982)
 DB1253
 DB1253                         *CURRENT SURVEY CONTROL
 DB1253  ___________________________________________________________________
 DB1253* NAD 83(1992)-  32 39 29.10594(N)    114 11 32.06409(W)     ADJUSTED  
 DB1253* NAVD 88     -        84.63   (+/-2cm)     277.7    (feet)  VERTCON   
 DB1253  ___________________________________________________________________
 DB1253  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DB1253  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DB1253
 DB1253  HORZ ORDER  -  FIRST
 DB1253  VERT ORDER  -  THIRD ? (See Below)
 DB1253
 DB1253.The horizontal coordinates were established by classical geodetic methods
 DB1253.and adjusted by the National Geodetic Survey in August 1993..
 DB1253
 DB1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1253.The vertical order pertains to the NGVD 29 superseded value.
 DB1253
 DB1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1253
 DB1253.The geoid height was determined by GEOID03.
 DB1253
 DB1253;                    North         East     Units Scale Factor Converg.
 DB1253;SPC AZ W     -   183,928.997   171,875.170   MT  0.99995455   -0 14 19.1
 DB1253;SPC AZ W     -   603,441.59    563,894.91   iFT  0.99995455   -0 14 19.1
 DB1253;UTM  11      - 3,616,866.857   763,340.579   MT  1.00045521   +1 30 57.6
 DB1253
 DB1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1253!SPC AZ W     -   0.99999194  x   0.99995455  =   0.99994649
 DB1253!UTM  11      -   0.99999194  x   1.00045521  =   1.00044715
 DB1253
 DB1253|---------------------------------------------------------------------|
 DB1253| PID    Reference Object                     Distance      Geod. Az  |
 DB1253|                                                           dddmmss.s |
 DB1253| CE9607 ADONDE RM 1                          14.715 METERS 15350     |
 DB1253| DB1254 ADONDE RM A                          23.102 METERS 21017     |
 DB1253| CE9608 ADONDE RM 2                          16.996 METERS 27702     |
 DB1253| CE9601 HIGHWAY 80 STA 1052+97.85                          3354143.5 |
 DB1253|---------------------------------------------------------------------|
 DB1253
 DB1253                          SUPERSEDED SURVEY CONTROL
 DB1253
 DB1253  NAD 83(1986)-  32 39 29.10671(N)    114 11 32.07242(W) AD(       ) 1
 DB1253  NAD 27      -  32 39 28.93500(N)    114 11 29.29400(W) AD(       ) 1
 DB1253  NGVD 29 (07/19/86)   84.00   (m)          275.6    (f) LEVELING    3  
 DB1253
 DB1253.Superseded values are not recommended for survey control.
 DB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1253.See file dsdata.txt to determine how the superseded data were derived.
 DB1253
 DB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6334116867(NAD 83)
 DB1253_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DB1253_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DB1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1253
 DB1253  HISTORY     - Date     Condition        Report By
 DB1253  HISTORY     - 1934     MONUMENTED       CGS
 DB1253  HISTORY     - 1952     GOOD             USE
 DB1253  HISTORY     - 1957     GOOD             AMS
 DB1253  HISTORY     - 1960     GOOD             CGS
 DB1253  HISTORY     - 1962     GOOD             AMS
 DB1253  HISTORY     - 1964     GOOD             USGS
 DB1253  HISTORY     - 1971     GOOD             NGS
 DB1253  HISTORY     - 1974     GOOD             NGS
 DB1253  HISTORY     - 1981     GOOD             CGS
 DB1253
 DB1253                          STATION DESCRIPTION
 DB1253
 DB1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1253'STATION IS LOCATED ABOUT 3 MILES SW OF THE TOWN OF WELLTON,
 DB1253'AND IS ABOUT 3/4 MILE S OF THE MAINTENANCE CAMP OF THE HIGHWAY
 DB1253'DEPARTMENT, ABOUT 1/2 MILE S OF THE SOUTHERN PACIFIC RAILROAD
 DB1253'TRACKS, ON A LOW FLAT-TOPPED SAND HILL.
 DB1253'
 DB1253'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DB1253'IN CONCRETE IN THE TOP OF TILE, WHICH IS SURROUNDED BY A
 DB1253'MASS OF CONCRETE.
 DB1253'
 DB1253'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 DB1253'
 DB1253'REACHED AS FOLLOWS FROM YUMA--FOLLOW U.S. HIGHWAY 80 E FOR
 DB1253'24.9 MILES TO THE OVERPASS.  CONTINUE E FOR 5.2 MILES AND
 DB1253'TURN RIGHT OFF HIGHWAY UNDER A RAILROAD BRIDGE JUST E OF
 DB1253'A SMALL CABIN.  FOLLOW THE ROAD FOR 0.3 MILE TO THE END OF
 DB1253'TRUCK TRAVEL (SAND IS TOO HEAVY FOR A CAR TO CROSS).  FROM
 DB1253'THE END OF TRUCK TRAVEL HEAD DUE E CROSSING THE SAND DUNES
 DB1253'FOR A DISTANCE OF ABOUT 1/2 MILE TO THE HIGHEST POINT OF
 DB1253'THE HILL AND TO THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1952)
 DB1253
 DB1253'RECOVERY NOTE BY US ENGINEERS 1952
 DB1253'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DB1253'
 DB1253'TO REACH FROM YUMA, FOLLOW HWY. 80 EAST TO MILE POST 30.3
 DB1253'OPPOSITE HIGHWAY MAINTENANCE CAMP.  TURN RIGHT OFF HIGHWAY
 DB1253'AND GO UNDER RAILROAD BRIDGE.  (CLEARANCE 7 FT-0 IN) FOLLOW
 DB1253'ROAD 0.3 MILE, WITH 4 WHEEL DRIVE GO DUE EAST OVER SAND
 DB1253'0.5 MILE TO STATION AND TRIPOD.  ALTERNATE ROUTE (FOR TRUCKS
 DB1253'HIGHER THAN 7 FT 0 IN).  FOLLOW HIGHWAY 80 EAST TO MILE
 DB1253'POST 26.15, TURN RIGHT (SOUTH) ACROSS TRACKS 0.35 MILE
 DB1253'TO INTERSECTION WITH GOOD GRAVEL ROAD ALONG CANAL BANK, TURN
 DB1253'LEFT AND FOLLOW CANAL ROAD 1.4 MILE.  HERE THE ROAD DIVERGES
 DB1253'TO CROSS A WASH BUT RETURNS TO CANAL BANK, STAY ON THIS ROAD
 DB1253'ANOTHER 2.7 MILES TO A ROAD LEFT AWAY FROM CANAL, TURN LEFT
 DB1253'AND GO 0.25 MILE ALONG BASE OF DIKE TO AN INTERSECTION WITH A
 DB1253'GRADED ROAD, TURN LEFT AND 0.3 MILE TO A REVERSE FORK AND
 DB1253'CONTINUE NORTH 0.8 MILE TO A POINT 1/2 MILE WEST OF THE STATION.
 DB1253'DRIVE OR WALK ACROSS SAND TO THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1957)
 DB1253
 DB1253'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DB1253'STATION WAS RECOVERED IN GOOD CONDITION.
 DB1253'
 DB1253'TO REACH FROM THE TOWN OF WELLTON, ARIZONA, GO WEST ON U.S.
 DB1253'HIGHWAY 80 FOR 2.50 MILES FROM THE INTERSECTION OF U.S.
 DB1253'HIGHWAY 80 AND THE OLD U.S. HIGHWAY 80, TO A SANDY ROAD TO
 DB1253'THE SOUTH, WHICH PASSES UNDER A RAILROAD TRESTLE.  TURN LEFT
 DB1253'S AND GO 0.10 MILES TO A TRAIL WEST LEADING UP TO A NORTH-SOUTH
 DB1253'POWERLINE.  TURN LEFT W AND GO APPROXIMATELY 300 FEET TO THE
 DB1253'NORTH-SOUTH POWERLINE SERVICE ROAD.  TURN RIGHT AND GO 0.20
 DB1253'MILES TO THE TOP OF A RIDGE.  TURN LEFT W AND GO APPROXIMATELY
 DB1253'250 FEET TO STATION.
 DB1253'
 DB1253'THE STATION AND REFERENCE MARKS PROJECT ABOUT 1.5 FEET AND
 DB1253'ARE EASILY LOCATED.
 DB1253'
 DB1253'NOTE--A FOUR WHEEL DRIVE TYPE VEHICLE IS REQUIRED TO REACH
 DB1253'THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1960)
 DB1253
 DB1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1253'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARK FOUND
 DB1253'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK WAS FOUND
 DB1253'TO BE IN ERROR AND CORRECTED AS NOTED BELOW.  A NEW TO REACH
 DB1253'DESCRIPTION FOLLOWS.
 DB1253'
 DB1253'FROM THE WELLTON POST OFFICE, PROCEED SOUTHWEST ALONG U.S.
 DB1253'HIGHWAY 80 FOR 3 MILES TO THE STATE HIGHWAY MAINTENANCE YARD
 DB1253'ON THE RIGHT, TURN LEFT, SOUTH, THROUGH THE RAILROAD UNDERPASS
 DB1253'(6FT. 6IN.) AND CONTINUE SOUTHERLY FOR 0.25 MILE, TURN LEFT,
 DB1253'EAST, CROSS COUNTRY OVER THE SAND DUNES FOR 0.5 MILE TO THE
 DB1253'STATION ABOUT 0.1 MILE EAST OF THE POWER LINE.
 DB1253'
 DB1253'A 4-WHEEL DRIVE VEHICLE REQUIRED FOR THE LAST 0.5 MILE.
 DB1253'
 DB1253'NOTE--1934 DIRECTION TO R.M. 2 WAS PUBLISHED AS 176 DEG 44 MIN
 DB1253'51.8 SEC.
 DB1253
 DB1253                          STATION RECOVERY (1962)
 DB1253
 DB1253'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DB1253'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DB1253
 DB1253                          STATION RECOVERY (1964)
 DB1253
 DB1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1253'RECOVERED IN GOOD CONDITION.
 DB1253
 DB1253                          STATION RECOVERY (1971)
 DB1253
 DB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1253'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 DB1253'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DB1253'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 DB1253'WITH THE 1960 DATA.  THE AZIMUTH MARK IS AN ARIZONA STATE
 DB1253'HIGHWAY DEPARTMENT DISK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DB1253'
 DB1253'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WELLTON,
 DB1253'0.5 MILE SOUTH OF U.S. HIGHWAY 80 AND ON THE TOP OF A LOW
 DB1253'FLAT TOPPED SAND HILL.
 DB1253'
 DB1253'TO REACH THE STATION FROM THE POST OFFICE IN WELLTON GO WEST
 DB1253'ON U.S. HIGHWAY 80 FOR 2.9 MILES TO A SIDE ROAD LEFT AND
 DB1253'A STATE HIGHWAY MAINTENCE YARD ON THE RIGHT.  TURN LEFT AND
 DB1253'GO SOUTH ON THE SAND ROAD, PASSING UNDER THE SOUTHERN PACIFIC
 DB1253'COMPANY RAILROAD TRACK FOR 0.05 MILE TO A FORK.  TAKE THE
 DB1253'LEFT FORK AND GO SOUTHEAST ON THE TRACK ROAD FOR 0.3 MILE
 DB1253'TO THE TOP OF THE HILL AND THE STATION ABOUT 0.1 MILE EAST
 DB1253'OF A POWER LINE.  A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY
 DB1253'TO REACH THE STATION.
 DB1253'
 DB1253'THE STATION MARK IS A STANDARD DISK STAMPED ADONDE 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 6 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 3.7 FEET SOUTH OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADONDE NO 1 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 6 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTHEAST OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADONDE NO 2 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 8 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 55.5 FEET WEST OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'THE ARIZONA STATE HIGHWAY DEPARTMENT DISK USED FOR AN
 DB1253'AZIMUTH MARK IS STAMPED 217.12 1052+97.85 1930, CEMENTED
 DB1253'IN A DRILL HOLE IN THE SOUTH HEAD WALL OF A CONCRETE CULVERT
 DB1253'UNDER U.S. HIGHWAY 80.  IT IS 117 FEET NORTH OF THE NORTH
 DB1253'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, 58 FEET
 DB1253'SOUTH OF THE CENTER OF U.S. HIGHWAY 80, 11.5 FEET EAST OF THE
 DB1253'WEST END OF THE HEAD WALL AND 11 FEET WEST OF THE EAST END
 DB1253'OF THE HEAD WALL.
 DB1253'
 DB1253'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WELLTON
 DB1253'GO WEST ON U.S. HIGHWAY 80 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 DB1253'
 DB1253'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DB1253'
 DB1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DB1253'WEST-SOUTHWEST OF WELLTON
 DB1253
 DB1253                          STATION RECOVERY (1974)
 DB1253
 DB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1253'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 DB1253'FOUND IN GOOD CONDITION.  THE 1971 DESCRIPTION IS ADEQUATE.
 DB1253'
 DB1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DB1253'WEST-SOUTHWEST OF WELLTON
 DB1253
 DB1253                          STATION RECOVERY (1981)
 DB1253
 DB1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981 (GEL)
 DB1253'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1254 ***********************************************************************
 DB1254  DESIGNATION -  ADONDE RM A
 DB1254  PID         -  DB1254
 DB1254  STATE/COUNTY-  AZ/YUMA
 DB1254  USGS QUAD   -  WELLTON (1982)
 DB1254
 DB1254                         *CURRENT SURVEY CONTROL
 DB1254  ___________________________________________________________________
 DB1254* NAD 83(1992)-  32 39 28.45828(N)    114 11 32.51106(W)     ADJUSTED  
 DB1254* NAVD 88     -        84.21   (+/-2cm)     276.3    (feet)  VERTCON   
 DB1254  ___________________________________________________________________
 DB1254  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DB1254  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DB1254
 DB1254  HORZ ORDER  -  FIRST
 DB1254  VERT ORDER  -  THIRD ? (See Below)
 DB1254
 DB1254.The horizontal coordinates were established by classical geodetic methods
 DB1254.and adjusted by the National Geodetic Survey in August 1993..
 DB1254
 DB1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1254.The vertical order pertains to the NGVD 29 superseded value.
 DB1254
 DB1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1254
 DB1254.The geoid height was determined by GEOID03.
 DB1254
 DB1254;                    North         East     Units Scale Factor Converg.
 DB1254;SPC AZ W     -   183,909.095   171,863.440   MT  0.99995456   -0 14 19.4
 DB1254;SPC AZ W     -   603,376.30    563,856.43   iFT  0.99995456   -0 14 19.4
 DB1254;UTM  11      - 3,616,846.595   763,329.458   MT  1.00045514   +1 30 57.4
 DB1254
 DB1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1254!SPC AZ W     -   0.99999201  x   0.99995456  =   0.99994657
 DB1254!UTM  11      -   0.99999201  x   1.00045514  =   1.00044715
 DB1254
 DB1254|---------------------------------------------------------------------|
 DB1254| PID    Reference Object                     Distance      Geod. Az  |
 DB1254|                                                           dddmmss.s |
 DB1254| DB1253 ADONDE                               23.102 METERS 03017     |
 DB1254| DB1244 RADAR                               APPROX.13.5 KM 0774507.1 |
 DB1254|---------------------------------------------------------------------|
 DB1254
 DB1254                          SUPERSEDED SURVEY CONTROL
 DB1254
 DB1254  NAD 83(1986)-  32 39 28.45900(N)    114 11 32.51943(W) AD(       ) 1
 DB1254  NAD 27      -  32 39 28.28732(N)    114 11 29.74098(W) AD(       ) 1
 DB1254  NGVD 29 (07/19/86)   83.58   (m)          274.2    (f) LEVELING    3  
 DB1254
 DB1254.Superseded values are not recommended for survey control.
 DB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1254.See file dsdata.txt to determine how the superseded data were derived.
 DB1254
 DB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6332916847(NAD 83)
 DB1254_MARKER: DR = REFERENCE MARK DISK
 DB1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1254+STABILITY: SURFACE MOTION
 DB1254
 DB1254  HISTORY     - Date     Condition        Report By
 DB1254  HISTORY     - 1971     MONUMENTED       NGS
 DB1254  HISTORY     - 1981     GOOD             NGS
 DB1254
 DB1254                          STATION DESCRIPTION
 DB1254
 DB1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1254'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WELLTON,
 DB1254'0.5 MILE SOUTH OF U.S. HIGHWAY 80 AND ON THE TOP OF A LOW FLAT TOP
 DB1254'SAND HILL.
 DB1254'
 DB1254'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 DB1254'ADONDE 1934.
 DB1254'
 DB1254'THE STATION MARKS ARE STANDARD DISKS STAMPED ADONDE RM A 1971, THE
 DB1254'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DB1254'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DB1254'96 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 DB1254'ATTACHED.  THE UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 DB1254'
 DB1254'THE TRAVERSE DISTANCE NOTED IS REDUCED TO SEA LEVEL.
 DB1254
 DB1254                          STATION RECOVERY (1981)
 DB1254
 DB1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1254'THE STATION WAS RECOVERED AS DECRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2221 ***********************************************************************
 DV2221  DESIGNATION -  ADOT 1
 DV2221  PID         -  DV2221
 DV2221  STATE/COUNTY-  AZ/MARICOPA
 DV2221  USGS QUAD   -  PHOENIX (1982)
 DV2221
 DV2221                         *CURRENT SURVEY CONTROL
 DV2221  ___________________________________________________________________
 DV2221* NAD 83(1992)-  33 26 47.50791(N)    112 05 56.00187(W)     ADJUSTED  
 DV2221* NAVD 88     -       344.9    (meters)    1132.     (feet)  VERTCON   
 DV2221  ___________________________________________________________________
 DV2221  X           -  -2,004,277.974 (meters)                     COMP
 DV2221  Y           -  -4,936,215.912 (meters)                     COMP
 DV2221  Z           -   3,495,561.003 (meters)                     COMP
 DV2221  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DV2221  ELLIP HEIGHT-         315.00  (meters)          (06/11/02) GPS OBS
 DV2221  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV2221
 DV2221  HORZ ORDER  -  FIRST
 DV2221  ELLP ORDER  -  FOURTH    CLASS II
 DV2221
 DV2221.The horizontal coordinates were established by GPS observations
 DV2221.and adjusted by the National Geodetic Survey in August 1993..
 DV2221
 DV2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2221
 DV2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2221
 DV2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2221
 DV2221.The ellipsoidal height was determined by GPS observations
 DV2221.and is referenced to NAD 83.
 DV2221
 DV2221.The geoid height was determined by GEOID03.
 DV2221
 DV2221;                    North         East     Units Scale Factor Converg.
 DV2221;SPC AZ C     -   271,285.380   196,418.679   MT  0.99990354   -0 06 01.6
 DV2221;SPC AZ C     -   890,043.90    644,418.24   iFT  0.99990354   -0 06 01.6
 DV2221;UTM  12      - 3,701,330.946   397,864.058   MT  0.99972861   -0 36 20.6
 DV2221
 DV2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2221!SPC AZ C     -   0.99995055  x   0.99990354  =   0.99985409
 DV2221!UTM  12      -   0.99995055  x   0.99972861  =   0.99967917
 DV2221
 DV2221:                Primary Azimuth Mark                     Grid Az
 DV2221:SPC AZ C     -  SALT                                     190 50 49.9
 DV2221:UTM  12      -  SALT                                     191 21 08.9
 DV2221
 DV2221|---------------------------------------------------------------------|
 DV2221| PID    Reference Object                     Distance      Geod. Az  |
 DV2221|                                                           dddmmss.s |
 DV2221| DV2088 SALT                                APPROX.12.9 KM 1904448.3 |
 DV2221|---------------------------------------------------------------------|
 DV2221
 DV2221                          SUPERSEDED SURVEY CONTROL
 DV2221
 DV2221  ELLIP H (08/23/93)  315.08   (m)                       GP(       ) 4 2
 DV2221  NAD 83(1986)-  33 26 47.50206(N)    112 05 56.00704(W) AD(       ) 1
 DV2221  NGVD 29 (09/11/89)  344.2    (m)         1129.     (f) GPS OBS        
 DV2221
 DV2221.Superseded values are not recommended for survey control.
 DV2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2221.See file dsdata.txt to determine how the superseded data were derived.
 DV2221
 DV2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9786401331(NAD 83)
 DV2221_MARKER: DS = TRIANGULATION STATION DISK
 DV2221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV2221+WITH SETTING: PAVEMENT
 DV2221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2221+STABILITY: SURFACE MOTION
 DV2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2221+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2221
 DV2221  HISTORY     - Date     Condition        Report By
 DV2221  HISTORY     - 1986     MONUMENTED       AZDT
 DV2221  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DV2221
 DV2221                          STATION DESCRIPTION
 DV2221
 DV2221'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2221'THE STATION IS LOCATED ABOUT 2.43 KM (1.5 MI) WEST-SOUTHWEST OF
 DV2221'DOWNTOWN PHOENIX, ARIZONA.
 DV2221'
 DV2221'TO REACH THE STATION, GO TO THE MOTOR VEHICLES DIVISION (M.V.D.)
 DV2221'BUILDING ON 1801 WEST JEFFERSON IN DOWNTOWN PHOENIX.  THE STATION
 DV2221'IS LOCATED ON THE SOUTH SIDE OF THE ROOF.  FOR KEY AND ACCESS TO
 DV2221'THE ROOF DURING WORKING HOURS, CONTACT BOB PHILLIPS OF TITLE
 DV2221'PRODUCTIONS (PH 255-8371), IN ROOM B-19 OF THE BASEMENT OF THE
 DV2221'M.V.D. BUILDING.  FOR ACCESS TO THE BUILDING AFTER WORKING HOURS,
 DV2221'CONTACT DICK TAYLOR OF THE ARIZONA DEPT. OF TRANSPORTATION, P+M
 DV2221'SERVICES (PH 255-8556).
 DV2221'
 DV2221'THE STATION IS A STANDARD AGS DISK
 DV2221'STAMPED---ADOT 1---,
 DV2221'SET INTO A DRILL HOLE ON A ROOF.  LOCATED
 DV2221'1.31 METERS (4.3 FT) NORTH OF THE SOUTH PARAPET WALL,
 DV2221'15.27 METERS (50.1 FT) EAST-NORTHEAST OF THE INSIDE CORNER OF THE
 DV2221'SOUTHWEST CORNER OF THE M.V.D. BUILDING,
 DV2221'18.44 METERS (60.5 FT) SOUTHEAST OF A FIRE PLUG,
 DV2221'14.42 METERS (47.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DV2221'ELEVATOR DOGHOUSE.
 DV2221
 DV2221                          STATION RECOVERY (2003)
 DV2221
 DV2221'RECOVERY NOTE BY US POWER SQUADRON 2003 (DA)
 DV2221'MARK NOT FOUND. IT IS COVERED BY A THICK LAYER OF FOAM ROOFING
 DV2221'MATERIAL.
 DV2221'CONTACT LIST INDIVIDUALS HAVE RETIRED.
 DV2221'REFERENCE ROOM IN THE BASEMENT NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6865 ***********************************************************************
 DH6865  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6865  DESIGNATION -  ADOT 86
 DH6865  PID         -  DH6865
 DH6865  STATE/COUNTY-  AZ/GILA
 DH6865  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DH6865
 DH6865                         *CURRENT SURVEY CONTROL
 DH6865  ___________________________________________________________________
 DH6865* NAD 83(1992)-  33 31 15.83081(N)    110 52 11.05452(W)     ADJUSTED  
 DH6865* NAVD 88     -       931.93   (meters)    3057.5    (feet)  GPS OBS   
 DH6865  ___________________________________________________________________
 DH6865  X           -  -1,896,479.755 (meters)                     COMP
 DH6865  Y           -  -4,974,271.520 (meters)                     COMP
 DH6865  Z           -   3,502,781.793 (meters)                     COMP
 DH6865  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DH6865  ELLIP HEIGHT-         904.56  (meters)          (08/22/05) GPS OBS
 DH6865  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH6865
 DH6865  HORZ ORDER  -  B
 DH6865  ELLP ORDER  -  FOURTH    CLASS II
 DH6865
 DH6865.The horizontal coordinates were established by GPS observations
 DH6865.and adjusted by the National Geodetic Survey in August 2005..
 DH6865
 DH6865.The orthometric height was determined by GPS observations and a
 DH6865.high-resolution geoid model using precise GPS observation and
 DH6865.processing techniques.
 DH6865
 DH6865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6865
 DH6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6865
 DH6865.The ellipsoidal height was determined by GPS observations
 DH6865.and is referenced to NAD 83.
 DH6865
 DH6865.The geoid height was determined by GEOID03.
 DH6865
 DH6865;                    North         East     Units Scale Factor Converg.
 DH6865;SPC AZ E     -   279,757.810   148,050.597   MT  0.99995257   -0 23 17.8
 DH6865;SPC AZ E     -   917,840.58    485,730.31   iFT  0.99995257   -0 23 17.8
 DH6865;UTM  12      - 3,709,062.176   512,096.566   MT  0.99960180   +0 04 19.0
 DH6865
 DH6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6865!SPC AZ E     -   0.99985801  x   0.99995257  =   0.99981059
 DH6865!UTM  12      -   0.99985801  x   0.99960180  =   0.99945987
 DH6865
 DH6865                          SUPERSEDED SURVEY CONTROL
 DH6865
 DH6865.No superseded survey control is available for this station.
 DH6865
 DH6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1209709062(NAD 83)
 DH6865_MARKER: DD = SURVEY DISK
 DH6865_SETTING: 66 = SET IN ROCK OUTCROP
 DH6865_STAMPING: P AND M NO 86 TRAVERSE STATION 1960
 DH6865_MARK LOGO: AZHD  
 DH6865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6865+STABILITY: POSITION/ELEVATION WELL
 DH6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6865+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6865
 DH6865  HISTORY     - Date     Condition        Report By
 DH6865  HISTORY     - UNK      MONUMENTED       AZHD
 DH6865  HISTORY     - 20040401 GOOD             AZ-007
 DH6865
 DH6865                          STATION DESCRIPTION
 DH6865
 DH6865'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6865'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE,AZ. PROCEED
 DH6865'NORTH ON SR-188 50 FEET BEYOND MP 223 TO ROADWAY TO RIGHT INTO
 DH6865'WHEATFIELDS AREA (OLD SR 88). PROCEED EAST 200 FT AND PARK ON NORTH
 DH6865'SIDE OF ROAD ADJACENT TO CURVE TO SOUTHEAST. PACK 1000 FEET EAST AND
 DH6865'NORTHEAST THROUGH BARBED WIRE FENCE ALONG TOP OF MESA. MONUMENT ID
 DH6865'ADOT BRASS CAP IN MARBLED BEDROCK NEAR ADOT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0320 ***********************************************************************
 CZ0320  DESIGNATION -  ADS 1
 CZ0320  PID         -  CZ0320
 CZ0320  STATE/COUNTY-  AZ/PINAL
 CZ0320  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0320
 CZ0320                         *CURRENT SURVEY CONTROL
 CZ0320  ___________________________________________________________________
 CZ0320* NAD 83(1986)-  32 41 54.     (N)    111 29 56.     (W)     SCALED    
 CZ0320* NAVD 88     -       498.19   (+/-2cm)    1634.5    (feet)  VERTCON   
 CZ0320  ___________________________________________________________________
 CZ0320  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0320
 CZ0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0320
 CZ0320.The horizontal coordinates were scaled from a topographic map and have
 CZ0320.an estimated accuracy of +/- 6 seconds.
 CZ0320
 CZ0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0320.The vertical order pertains to the NGVD 29 superseded value.
 CZ0320
 CZ0320.The geoid height was determined by GEOID03.
 CZ0320
 CZ0320;                    North         East    Units  Estimated Accuracy
 CZ0320;SPC AZ C     -   188,380.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0320
 CZ0320                          SUPERSEDED SURVEY CONTROL
 CZ0320
 CZ0320  NGVD 29 (??/??/92)  497.619  (m)         1632.61   (f) ADJ UNCH    2 0
 CZ0320
 CZ0320.Superseded values are not recommended for survey control.
 CZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0320.See file dsdata.txt to determine how the superseded data were derived.
 CZ0320
 CZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532179(NAD 83)
 CZ0320_MARKER: DD = SURVEY DISK
 CZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0320_STAMPING: ADS 1 1946
 CZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0320+STABILITY: SURFACE MOTION
 CZ0320
 CZ0320  HISTORY     - Date     Condition        Report By
 CZ0320  HISTORY     - 1946     MONUMENTED       USGS
 CZ0320  HISTORY     - 1952     GOOD             NGS
 CZ0320
 CZ0320                          STATION DESCRIPTION
 CZ0320
 CZ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0320'1.1 MI S FROM PICACHO.
 CZ0320'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0320'THENCE 1 MILE SOUTH ALONG PICACHO HIGHWAY, 0.05 MILE NORTH OF THE
 CZ0320'JUNCTION OF A DEAD-END DIRT ROAD WHICH LEADS WEST ALONG A POWERLINE,
 CZ0320'124 FEET NORTH OF THE 1ST POLE NORTH OF A T JUNCTION OF A POWER LINE,
 CZ0320'59 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE HIGHWAY,
 CZ0320'26 FEET EAST OF A NORTH-SOUTH FENCE LINE, 10.4 FEET WEST OF A 7 INCH
 CZ0320'MESQUITE TREE WITH A METAL USGS TAG STAMPED 1633.0 NAILED TO THE WEST
 CZ0320'SIDE, 2.2 FEET SOUTH OF A WITNESS POST, AND SET IN A CONCRETE POST
 CZ0320'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0402 ***********************************************************************
 CZ0402  DESIGNATION -  ADS 10
 CZ0402  PID         -  CZ0402
 CZ0402  STATE/COUNTY-  AZ/PINAL
 CZ0402  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0402
 CZ0402                         *CURRENT SURVEY CONTROL
 CZ0402  ___________________________________________________________________
 CZ0402* NAD 83(1986)-  32 31 47.     (N)    111 26 49.     (W)     SCALED    
 CZ0402* NAVD 88     -       569.00   (+/-2cm)    1866.8    (feet)  VERTCON   
 CZ0402  ___________________________________________________________________
 CZ0402  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0402
 CZ0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0402
 CZ0402.The horizontal coordinates were scaled from a topographic map and have
 CZ0402.an estimated accuracy of +/- 6 seconds.
 CZ0402
 CZ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0402.The vertical order pertains to the NGVD 29 superseded value.
 CZ0402
 CZ0402.The geoid height was determined by GEOID03.
 CZ0402
 CZ0402;                    North         East    Units  Estimated Accuracy
 CZ0402;SPC AZ C     -   169,700.      257,480.      MT  (+/- 180 meters Scaled)
 CZ0402
 CZ0402                          SUPERSEDED SURVEY CONTROL
 CZ0402
 CZ0402  NGVD 29 (??/??/92)  568.498  (m)         1865.15   (f) ADJ UNCH    2 0
 CZ0402
 CZ0402.Superseded values are not recommended for survey control.
 CZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0402.See file dsdata.txt to determine how the superseded data were derived.
 CZ0402
 CZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA580992(NAD 83)
 CZ0402_MARKER: DD = SURVEY DISK
 CZ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0402_SP_SET: FOUNDATION
 CZ0402_STAMPING: ADS 10 1946 1865
 CZ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0402
 CZ0402  HISTORY     - Date     Condition        Report By
 CZ0402  HISTORY     - 1946     MONUMENTED       USGS
 CZ0402  HISTORY     - 1951     GOOD             NGS
 CZ0402  HISTORY     - 1977     GOOD             USGS
 CZ0402
 CZ0402                          STATION DESCRIPTION
 CZ0402
 CZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0402'8.1 MI W FROM RED ROCK.
 CZ0402'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0402'RAILROAD STATION AT RED ROCK, THENCE 7.9 MILES SOUTHWEST ALONG A
 CZ0402'GRADED ROAD, AND SET IN THE TOP OF THE WEST ONE OF THREE 1 1/2 BY 13
 CZ0402'FEET CONCRETE FOUNDATIONS PROJECTING ABOUT 0.7 FOOT ABOVE THE GROUND,
 CZ0402'25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF THE
 CZ0402'NORTH END OF THE FOUNDATION, AND ABOUT LEVEL WITH THE ROAD.
 CZ0402
 CZ0402                          STATION RECOVERY (1977)
 CZ0402
 CZ0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0402'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0402'STATION AT RED ROCK, THENCE 7.8 MI SW. ALONG SASCO RD. UNDER DOUBLE
 CZ0402'WOOD POLE POWER LINE. 22 FT S. OF RD. 2.1 FT S. OF NORTH END OF
 CZ0402'FOUNDATION, ABOUT LEVEL WITH RD. IN TOP OF WEST ONE OF THREE
 CZ0402'1.5X13-FT CONCRETE FOUNDATIONS PROJECTING 0.7 FT ABOVE GROUND.
 CZ0402'STANDARD TABLET STAMPED ADS 10 1946 1865.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0405 ***********************************************************************
 CZ0405  DESIGNATION -  ADS 11
 CZ0405  PID         -  CZ0405
 CZ0405  STATE/COUNTY-  AZ/PINAL
 CZ0405  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0405
 CZ0405                         *CURRENT SURVEY CONTROL
 CZ0405  ___________________________________________________________________
 CZ0405* NAD 83(1986)-  32 30 49.     (N)    111 28 26.     (W)     SCALED    
 CZ0405* NAVD 88     -       596.01   (+/-2cm)    1955.4    (feet)  VERTCON   
 CZ0405  ___________________________________________________________________
 CZ0405  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0405
 CZ0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0405
 CZ0405.The horizontal coordinates were scaled from a topographic map and have
 CZ0405.an estimated accuracy of +/- 6 seconds.
 CZ0405
 CZ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0405.The vertical order pertains to the NGVD 29 superseded value.
 CZ0405
 CZ0405.The geoid height was determined by GEOID03.
 CZ0405
 CZ0405;                    North         East    Units  Estimated Accuracy
 CZ0405;SPC AZ C     -   167,900.      254,960.      MT  (+/- 180 meters Scaled)
 CZ0405
 CZ0405                          SUPERSEDED SURVEY CONTROL
 CZ0405
 CZ0405  NGVD 29 (??/??/92)  595.492  (m)         1953.71   (f) ADJ UNCH    2 0
 CZ0405
 CZ0405.Superseded values are not recommended for survey control.
 CZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0405.See file dsdata.txt to determine how the superseded data were derived.
 CZ0405
 CZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA554974(NAD 83)
 CZ0405_MARKER: DD = SURVEY DISK
 CZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0405_STAMPING: ADS 11 1946 1954
 CZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0405+STABILITY: SURFACE MOTION
 CZ0405
 CZ0405  HISTORY     - Date     Condition        Report By
 CZ0405  HISTORY     - 1946     MONUMENTED       USGS
 CZ0405  HISTORY     - 1951     GOOD             NGS
 CZ0405  HISTORY     - 1977     GOOD             USGS
 CZ0405
 CZ0405                          STATION DESCRIPTION
 CZ0405
 CZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0405'10.1 MI W FROM RED ROCK.
 CZ0405'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0405'RAILROAD STATION AT RED ROCK, THENCE 9.9 MILES SOUTHWEST ALONG A
 CZ0405'GRADED ROAD, 0.5 MILE WEST OF A Y JUNCTION OF THE OLD ROAD, 0.1 MILE
 CZ0405'WEST OF A DEEP WASH, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CZ0405'16 1/2 FEET SOUTH OF A PALO VERDE TREE, 1.7 FEET SOUTH OF THE WITNESS
 CZ0405'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0405'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0405
 CZ0405                          STATION RECOVERY (1977)
 CZ0405
 CZ0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0405'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0405'STATION AT RED ROCK, THENCE 9.8 MI SW. ALONG SASCO RD. 0.1 MI W. OF
 CZ0405'WASH. 44 FT N. OF CENTERLINE OF RD., 16 FT S. OF PALO VERDE TREE, 1.7
 CZ0405'FT S. OF WITNESS POST, ABOUT LEVEL WITH RD. IN CONCRETE POST
 CZ0405'PROJECTING 0.4 FT. STANDARD TABLET STAMPED ADS 11 1946 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0893 ***********************************************************************
 CZ0893  DESIGNATION -  ADS 12
 CZ0893  PID         -  CZ0893
 CZ0893  STATE/COUNTY-  AZ/PIMA
 CZ0893  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0893
 CZ0893                         *CURRENT SURVEY CONTROL
 CZ0893  ___________________________________________________________________
 CZ0893* NAD 83(1986)-  32 29 42.     (N)    111 30 04.     (W)     SCALED    
 CZ0893* NAVD 88     -       632.86   (+/-2cm)    2076.3    (feet)  VERTCON   
 CZ0893  ___________________________________________________________________
 CZ0893  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0893
 CZ0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0893
 CZ0893.The horizontal coordinates were scaled from a topographic map and have
 CZ0893.an estimated accuracy of +/- 6 seconds.
 CZ0893
 CZ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0893.The vertical order pertains to the NGVD 29 superseded value.
 CZ0893
 CZ0893.The geoid height was determined by GEOID03.
 CZ0893
 CZ0893;                    North         East    Units  Estimated Accuracy
 CZ0893;SPC AZ C     -   165,830.      252,410.      MT  (+/- 180 meters Scaled)
 CZ0893
 CZ0893                          SUPERSEDED SURVEY CONTROL
 CZ0893
 CZ0893  NGVD 29 (??/??/92)  632.324  (m)         2074.55   (f) ADJ UNCH    2 0
 CZ0893
 CZ0893.Superseded values are not recommended for survey control.
 CZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0893.See file dsdata.txt to determine how the superseded data were derived.
 CZ0893
 CZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA529954(NAD 83)
 CZ0893_MARKER: DD = SURVEY DISK
 CZ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0893_STAMPING: ADS 12 1946 2075
 CZ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0893+STABILITY: SURFACE MOTION
 CZ0893
 CZ0893  HISTORY     - Date     Condition        Report By
 CZ0893  HISTORY     - 1946     MONUMENTED       USGS
 CZ0893  HISTORY     - 1951     GOOD             NGS
 CZ0893
 CZ0893                          STATION DESCRIPTION
 CZ0893
 CZ0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0893'12.1 MI W FROM RED ROCK.
 CZ0893'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0893'RAILROAD STATION AT RED ROCK, THENCE 11.9 MILES WEST AND SOUTHWEST
 CZ0893'ALONG A GRADED ROAD, 0.15 MILE SOUTHWEST OF AN EL PASO NATURAL
 CZ0893'UNDERGROUND GAS LINE CROSSING UNDER THE ROAD, 241.7 FEET NORTHEAST OF
 CZ0893'AN IRON GATE ON THE ROAD, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0893'ROAD, 8.2 FEET SOUTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF THE WITNESS
 CZ0893'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0893'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0894 ***********************************************************************
 CZ0894  DESIGNATION -  ADS 13
 CZ0894  PID         -  CZ0894
 CZ0894  STATE/COUNTY-  AZ/PIMA
 CZ0894  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0894
 CZ0894                         *CURRENT SURVEY CONTROL
 CZ0894  ___________________________________________________________________
 CZ0894* NAD 83(1986)-  32 28 57.     (N)    111 30 54.     (W)     SCALED    
 CZ0894* NAVD 88     -       643.90   (+/-2cm)    2112.5    (feet)  VERTCON   
 CZ0894  ___________________________________________________________________
 CZ0894  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0894
 CZ0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0894
 CZ0894.The horizontal coordinates were scaled from a topographic map and have
 CZ0894.an estimated accuracy of +/- 6 seconds.
 CZ0894
 CZ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0894.The vertical order pertains to the NGVD 29 superseded value.
 CZ0894
 CZ0894.The geoid height was determined by GEOID03.
 CZ0894
 CZ0894;                    North         East    Units  Estimated Accuracy
 CZ0894;SPC AZ C     -   164,440.      251,110.      MT  (+/- 180 meters Scaled)
 CZ0894
 CZ0894                          SUPERSEDED SURVEY CONTROL
 CZ0894
 CZ0894  NGVD 29 (??/??/92)  643.356  (m)         2110.74   (f) ADJ UNCH    2 0
 CZ0894
 CZ0894.Superseded values are not recommended for survey control.
 CZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0894.See file dsdata.txt to determine how the superseded data were derived.
 CZ0894
 CZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA516940(NAD 83)
 CZ0894_MARKER: DD = SURVEY DISK
 CZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0894_STAMPING: A D S 13 2111 1946
 CZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0894+STABILITY: SURFACE MOTION
 CZ0894
 CZ0894  HISTORY     - Date     Condition        Report By
 CZ0894  HISTORY     - 1946     MONUMENTED       USGS
 CZ0894  HISTORY     - 1951     GOOD             NGS
 CZ0894
 CZ0894                          STATION DESCRIPTION
 CZ0894
 CZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0894'6.9 MI NE FROM SILVER BELL.
 CZ0894'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0894'ALSO 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 CZ0894'PACIFIC RAILROAD STATION AT RED ROCK, THENCE 13.3 MILES WEST AND
 CZ0894'SOUTHWEST ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD LEADING
 CZ0894'SOUTHEAST TO RILLITO, 38 FEET SOUTHEAST OF THE RED ROCK ROAD, 30 FEET
 CZ0894'NORTHEAST OF THE CENTER LINE OF THE ROAD TO RILLITO, AND ABOUT LEVEL
 CZ0894'WITH THE ROAD TO RILLITO, AND SET IN THE TOP OF A CONCRETE POST
 CZ0894'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0349 ***********************************************************************
 CZ0349  DESIGNATION -  ADS 16
 CZ0349  PID         -  CZ0349
 CZ0349  STATE/COUNTY-  AZ/PINAL
 CZ0349  USGS QUAD   -  RED ROCK (1993)
 CZ0349
 CZ0349                         *CURRENT SURVEY CONTROL
 CZ0349  ___________________________________________________________________
 CZ0349* NAD 83(1986)-  32 35 28.     (N)    111 20 15.     (W)     SCALED    
 CZ0349* NAVD 88     -       562.69   (+/-2cm)    1846.1    (feet)  VERTCON   
 CZ0349  ___________________________________________________________________
 CZ0349  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0349
 CZ0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0349
 CZ0349.The horizontal coordinates were scaled from a topographic map and have
 CZ0349.an estimated accuracy of +/- 6 seconds.
 CZ0349
 CZ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0349.The vertical order pertains to the NGVD 29 superseded value.
 CZ0349
 CZ0349.The geoid height was determined by GEOID03.
 CZ0349
 CZ0349;                    North         East    Units  Estimated Accuracy
 CZ0349;SPC AZ C     -   176,560.      267,730.      MT  (+/- 180 meters Scaled)
 CZ0349
 CZ0349                          SUPERSEDED SURVEY CONTROL
 CZ0349
 CZ0349  NGVD 29 (??/??/92)  562.31   (m)         1844.8    (f) COMPUTED    1 2
 CZ0349
 CZ0349.Superseded values are not recommended for survey control.
 CZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0349.See file dsdata.txt to determine how the superseded data were derived.
 CZ0349
 CZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB683060(NAD 83)
 CZ0349_MARKER: DD = SURVEY DISK
 CZ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0349_STAMPING: ADS 16 1845 1946
 CZ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0349+STABILITY: SURFACE MOTION
 CZ0349
 CZ0349  HISTORY     - Date     Condition        Report By
 CZ0349  HISTORY     - 1946     MONUMENTED       USGS
 CZ0349  HISTORY     - 1949     GOOD             NGS
 CZ0349  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0349
 CZ0349                          STATION DESCRIPTION
 CZ0349
 CZ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ0349'1.1 MI NW FROM RED ROCK.
 CZ0349'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0349'STATION AT RED ROCK, ABOUT 69 YARDS NORTHWEST OF THE NORTHWEST END OF
 CZ0349'BRIDGE 950.23, 70 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 CZ0349'84, 1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW
 CZ0349'THE SURFACE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A WHITE WOODEN
 CZ0349'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CZ0349'ABOVE GROUND.  NOTE-- A NEW HIGHWAY WAS BUILT IN THE VICINITY OF THE
 CZ0349'DESCRIBED LOCATION AND THE MARK WAS PROBABLY DESTROYED.
 CZ0349
 CZ0349                          STATION RECOVERY (1952)
 CZ0349
 CZ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0324 ***********************************************************************
 CZ0324  DESIGNATION -  ADS 2
 CZ0324  PID         -  CZ0324
 CZ0324  STATE/COUNTY-  AZ/PINAL
 CZ0324  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0324
 CZ0324                         *CURRENT SURVEY CONTROL
 CZ0324  ___________________________________________________________________
 CZ0324* NAD 83(1986)-  32 40 04.     (N)    111 29 58.     (W)     SCALED    
 CZ0324* NAVD 88     -       506.61   (+/-2cm)    1662.1    (feet)  VERTCON   
 CZ0324  ___________________________________________________________________
 CZ0324  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0324
 CZ0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0324
 CZ0324.The horizontal coordinates were scaled from a topographic map and have
 CZ0324.an estimated accuracy of +/- 6 seconds.
 CZ0324
 CZ0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0324.The vertical order pertains to the NGVD 29 superseded value.
 CZ0324
 CZ0324.The geoid height was determined by GEOID03.
 CZ0324
 CZ0324;                    North         East    Units  Estimated Accuracy
 CZ0324;SPC AZ C     -   184,990.      252,490.      MT  (+/- 180 meters Scaled)
 CZ0324
 CZ0324                          SUPERSEDED SURVEY CONTROL
 CZ0324
 CZ0324  NGVD 29 (??/??/92)  506.053  (m)         1660.28   (f) ADJ UNCH    2 0
 CZ0324
 CZ0324.Superseded values are not recommended for survey control.
 CZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0324.See file dsdata.txt to determine how the superseded data were derived.
 CZ0324
 CZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531145(NAD 83)
 CZ0324_MARKER: DD = SURVEY DISK
 CZ0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0324_SP_SET: CATTLE GUARD
 CZ0324_STAMPING: ADS 2 1946 1661
 CZ0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0324
 CZ0324  HISTORY     - Date     Condition        Report By
 CZ0324  HISTORY     - 1946     MONUMENTED       USGS
 CZ0324  HISTORY     - 1951     GOOD             NGS
 CZ0324
 CZ0324                          STATION DESCRIPTION
 CZ0324
 CZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0324'3.2 MI S FROM PICACHO.
 CZ0324'3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0324'RAILROAD STATION AT PICACHO, AT THE Y JUNCTION OF A GRADED ROAD
 CZ0324'LEADING SOUTHEAST TO THE MARANA AIRPORT, IN THE TOP OF THE SOUTHWEST
 CZ0324'CONCRETE HEADWALL OF A CATTLE GUARD ON THE GRADED ROAD, 30 FEET EAST
 CZ0324'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHWEST OF THE CENTER
 CZ0324'LINE OF THE GRADED ROAD, 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF
 CZ0324'THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0411 ***********************************************************************
 CZ0411  DESIGNATION -  ADS 25
 CZ0411  PID         -  CZ0411
 CZ0411  STATE/COUNTY-  AZ/PINAL
 CZ0411  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0411
 CZ0411                         *CURRENT SURVEY CONTROL
 CZ0411  ___________________________________________________________________
 CZ0411* NAD 83(1986)-  32 32 40.     (N)    111 25 54.     (W)     SCALED    
 CZ0411* NAVD 88     -       544.32   (+/-2cm)    1785.8    (feet)  VERTCON   
 CZ0411  ___________________________________________________________________
 CZ0411  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0411
 CZ0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0411
 CZ0411.The horizontal coordinates were scaled from a topographic map and have
 CZ0411.an estimated accuracy of +/- 6 seconds.
 CZ0411
 CZ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0411.The vertical order pertains to the NGVD 29 superseded value.
 CZ0411
 CZ0411.The geoid height was determined by GEOID03.
 CZ0411
 CZ0411;                    North         East    Units  Estimated Accuracy
 CZ0411;SPC AZ C     -   171,340.      258,910.      MT  (+/- 180 meters Scaled)
 CZ0411
 CZ0411                          SUPERSEDED SURVEY CONTROL
 CZ0411
 CZ0411  NGVD 29 (??/??/92)  543.847  (m)         1784.27   (f) ADJ UNCH    2 0
 CZ0411
 CZ0411.Superseded values are not recommended for survey control.
 CZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0411.See file dsdata.txt to determine how the superseded data were derived.
 CZ0411
 CZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB594008(NAD 83)
 CZ0411_MARKER: DD = SURVEY DISK
 CZ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0411_STAMPING: ADS 25 1946 1784
 CZ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0411+STABILITY: SURFACE MOTION
 CZ0411
 CZ0411  HISTORY     - Date     Condition        Report By
 CZ0411  HISTORY     - 1946     MONUMENTED       USGS
 CZ0411  HISTORY     - 1951     GOOD             NGS
 CZ0411
 CZ0411                          STATION DESCRIPTION
 CZ0411
 CZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0411'7.3 MI SW FROM RED ROCK.
 CZ0411'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0411'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0411'GRADED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRADED ROAD AT A T
 CZ0411'JUNCTION WITH GRADED ROAD LEADING EAST TO THE LA OSA RANCH HOUSE, 0.1
 CZ0411'MILE WEST OF THE RANCH HOUSE, 54 FEET SOUTH OF THE CENTER LINE OF THE
 CZ0411'GRADED ROAD TO THE RANCH, 31.8 FEET SOUTH OF A FENCE CORNER, 15 FEET
 CZ0411'EAST OF THE CENTER LINE OF THE MAIN ROAD, 3.1 FEET WEST OF A FENCE,
 CZ0411'1.8 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0411'MAIN ROAD, AND SET IN A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1328 ***********************************************************************
 CZ1328  DESIGNATION -  ADS 26
 CZ1328  PID         -  CZ1328
 CZ1328  STATE/COUNTY-  AZ/PINAL
 CZ1328  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1328
 CZ1328                         *CURRENT SURVEY CONTROL
 CZ1328  ___________________________________________________________________
 CZ1328* NAD 83(1986)-  32 34 14.     (N)    111 34 56.     (W)     SCALED    
 CZ1328* NAVD 88     -       504.93   (+/-2cm)    1656.6    (feet)  VERTCON   
 CZ1328  ___________________________________________________________________
 CZ1328  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1328
 CZ1328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1328
 CZ1328.The horizontal coordinates were scaled from a topographic map and have
 CZ1328.an estimated accuracy of +/- 6 seconds.
 CZ1328
 CZ1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1328.The vertical order pertains to the NGVD 29 superseded value.
 CZ1328
 CZ1328.The geoid height was determined by GEOID03.
 CZ1328
 CZ1328;                    North         East    Units  Estimated Accuracy
 CZ1328;SPC AZ C     -   174,180.      244,760.      MT  (+/- 180 meters Scaled)
 CZ1328
 CZ1328                          SUPERSEDED SURVEY CONTROL
 CZ1328
 CZ1328  NGVD 29 (??/??/92)  504.400  (m)         1654.85   (f) ADJ UNCH    2 0
 CZ1328
 CZ1328.Superseded values are not recommended for survey control.
 CZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1328.See file dsdata.txt to determine how the superseded data were derived.
 CZ1328
 CZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB453038(NAD 83)
 CZ1328_MARKER: DD = SURVEY DISK
 CZ1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1328_STAMPING: ADS 26 1946 1655
 CZ1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1328+STABILITY: SURFACE MOTION
 CZ1328
 CZ1328  HISTORY     - Date     Condition        Report By
 CZ1328  HISTORY     - 1946     MONUMENTED       USGS
 CZ1328  HISTORY     - 1951     GOOD             NGS
 CZ1328
 CZ1328                          STATION DESCRIPTION
 CZ1328
 CZ1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1328'14.2 MI S FROM ELOY.
 CZ1328'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1328'RAILROAD STATION AT ELOY, 11.1 MILE SOUTH ALONG SUNSHINE BLVD., THENCE
 CZ1328'0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 1.9 MILES WEST ALONG A TRACK
 CZ1328'ROAD, 0.55 MILE WEST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 CZ1328'SOUTHEAST, 0.25 MILE SOUTHEAST OF THE EAST END OF A RESERVOIR, 24 FEET
 CZ1328'SOUTH OF THE CENTER LINE OF THE ROAD, 8.2 FEET NORTH OF A LONE
 CZ1328'MESQUITE TREE, 1.8 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ1328'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1325 ***********************************************************************
 CZ1325  DESIGNATION -  ADS 27
 CZ1325  PID         -  CZ1325
 CZ1325  STATE/COUNTY-  AZ/PINAL
 CZ1325  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1325
 CZ1325                         *CURRENT SURVEY CONTROL
 CZ1325  ___________________________________________________________________
 CZ1325* NAD 83(1986)-  32 34 03.     (N)    111 37 04.     (W)     SCALED    
 CZ1325* NAVD 88     -       497.18   (+/-2cm)    1631.2    (feet)  VERTCON   
 CZ1325  ___________________________________________________________________
 CZ1325  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1325
 CZ1325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1325
 CZ1325.The horizontal coordinates were scaled from a topographic map and have
 CZ1325.an estimated accuracy of +/- 6 seconds.
 CZ1325
 CZ1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1325.The vertical order pertains to the NGVD 29 superseded value.
 CZ1325
 CZ1325.The geoid height was determined by GEOID03.
 CZ1325
 CZ1325;                    North         East    Units  Estimated Accuracy
 CZ1325;SPC AZ C     -   173,830.      241,430.      MT  (+/- 180 meters Scaled)
 CZ1325
 CZ1325                          SUPERSEDED SURVEY CONTROL
 CZ1325
 CZ1325  NGVD 29 (??/??/92)  496.645  (m)         1629.41   (f) ADJ UNCH    2 0
 CZ1325
 CZ1325.Superseded values are not recommended for survey control.
 CZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1325.See file dsdata.txt to determine how the superseded data were derived.
 CZ1325
 CZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420035(NAD 83)
 CZ1325_MARKER: DB = BENCH MARK DISK
 CZ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1325_STAMPING: ADS 27 1946 1629
 CZ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1325+STABILITY: SURFACE MOTION
 CZ1325
 CZ1325  HISTORY     - Date     Condition        Report By
 CZ1325  HISTORY     - 1946     MONUMENTED       USGS
 CZ1325  HISTORY     - 1951     GOOD             NGS
 CZ1325
 CZ1325                          STATION DESCRIPTION
 CZ1325
 CZ1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1325'16.3 MI S FROM ELOY.
 CZ1325'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1325'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE
 CZ1325'BLVD., THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 4 MILE WEST
 CZ1325'ALONG A TRACK ROAD, AT A LARGE CLEARING, 425 FEET SOUTHWEST OF A 4
 CZ1325'FOOT WIDE CONCRETE WELL WHICH IS SURROUNDED BY A MOUND OF GRAVEL, 6
 CZ1325'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTH OF A WITNESS
 CZ1325'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST
 CZ1325'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1323 ***********************************************************************
 CZ1323  DESIGNATION -  ADS 28
 CZ1323  PID         -  CZ1323
 CZ1323  STATE/COUNTY-  AZ/PINAL
 CZ1323  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1323
 CZ1323                         *CURRENT SURVEY CONTROL
 CZ1323  ___________________________________________________________________
 CZ1323* NAD 83(1986)-  32 34 10.     (N)    111 38 28.     (W)     SCALED    
 CZ1323* NAVD 88     -       492.29   (+/-2cm)    1615.1    (feet)  VERTCON   
 CZ1323  ___________________________________________________________________
 CZ1323  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1323
 CZ1323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1323
 CZ1323.The horizontal coordinates were scaled from a topographic map and have
 CZ1323.an estimated accuracy of +/- 6 seconds.
 CZ1323
 CZ1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1323.The vertical order pertains to the NGVD 29 superseded value.
 CZ1323
 CZ1323.The geoid height was determined by GEOID03.
 CZ1323
 CZ1323;                    North         East    Units  Estimated Accuracy
 CZ1323;SPC AZ C     -   174,040.      239,230.      MT  (+/- 180 meters Scaled)
 CZ1323
 CZ1323                          SUPERSEDED SURVEY CONTROL
 CZ1323
 CZ1323  NGVD 29 (??/??/92)  491.754  (m)         1613.36   (f) ADJ UNCH    2 0
 CZ1323
 CZ1323.Superseded values are not recommended for survey control.
 CZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1323.See file dsdata.txt to determine how the superseded data were derived.
 CZ1323
 CZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB398037(NAD 83)
 CZ1323_MARKER: DD = SURVEY DISK
 CZ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1323_STAMPING: ADS 28 1946 1614
 CZ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1323+STABILITY: SURFACE MOTION
 CZ1323
 CZ1323  HISTORY     - Date     Condition        Report By
 CZ1323  HISTORY     - 1946     MONUMENTED       USGS
 CZ1323  HISTORY     - 1951     GOOD             NGS
 CZ1323
 CZ1323                          STATION DESCRIPTION
 CZ1323
 CZ1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1323'17.7 MI SW FROM ELOY.
 CZ1323'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1323'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE BLVD.
 CZ1323'THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 5.4 MILES WEST ALONG A
 CZ1323'TRACK ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, AT A
 CZ1323'VERY LARGE CLEARING WITH A VERY FEW SMALL MESQUITE TREES, 175 FEET
 CZ1323'SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION, 123 FEET SOUTH OF
 CZ1323'THE CENTER LINE OF THE MAIN ROAD, 70 FEET WEST OF THE CENTER LINE OF A
 CZ1323'TRACK ROAD LEADING SOUTHEAST, 2.3 FEET EAST OF THE WITNESS POST, AND
 CZ1323'ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.7
 CZ1323'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1763 ***********************************************************************
 DU1763  DESIGNATION -  ADYKE AZ MK
 DU1763  PID         -  DU1763
 DU1763  STATE/COUNTY-  AZ/MARICOPA
 DU1763  USGS QUAD   -  CURRYS CORNER (1982)
 DU1763
 DU1763                         *CURRENT SURVEY CONTROL
 DU1763  ___________________________________________________________________
 DU1763* NAD 83(1992)-  33 38 38.23384(N)    111 53 25.32010(W)     ADJUSTED  
 DU1763* NAVD 88     -       480.903  (meters)    1577.76   (feet)  ADJUSTED  
 DU1763  ___________________________________________________________________
 DU1763  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DU1763  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1763  DYNAMIC HT  -         480.332 (meters)    1575.89  (feet)  COMP
 DU1763  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 DU1763
 DU1763  HORZ ORDER  -  SECOND
 DU1763  VERT ORDER  -  SECOND    CLASS I
 DU1763
 DU1763.The horizontal coordinates were established by classical geodetic methods
 DU1763.and adjusted by the National Geodetic Survey in August 1993..
 DU1763.No horizontal observational check was made to the station.
 DU1763
 DU1763.The orthometric height was determined by differential leveling
 DU1763.and adjusted by the National Geodetic Survey in November 1993..
 DU1763
 DU1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1763
 DU1763.The geoid height was determined by GEOID03.
 DU1763
 DU1763.The dynamic height is computed by dividing the NAVD 88
 DU1763.geopotential number by the normal gravity value computed on the
 DU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1763.degrees latitude (g = 980.6199 gals.).
 DU1763
 DU1763.The modeled gravity was interpolated from observed gravity values.
 DU1763
 DU1763;                    North         East     Units Scale Factor Converg.
 DU1763;SPC AZ C     -   293,165.763   215,799.564   MT  0.99990007   +0 00 52.5
 DU1763;SPC AZ C     -   961,829.93    708,003.82   iFT  0.99990007   +0 00 52.5
 DU1763;UTM  12      - 3,723,034.874   417,433.813   MT  0.99968404   -0 29 35.9
 DU1763
 DU1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1763!SPC AZ C     -   0.99992911  x   0.99990007  =   0.99982919
 DU1763!UTM  12      -   0.99992911  x   0.99968404  =   0.99961317
 DU1763
 DU1763                          SUPERSEDED SURVEY CONTROL
 DU1763
 DU1763  NAD 83(1986)-  33 38 38.22781(N)    111 53 25.32492(W) AD(       ) 2
 DU1763  NGVD 29 (11/30/89)  480.3    (m)         1576.     (f) LEVELING    3  
 DU1763
 DU1763.Superseded values are not recommended for survey control.
 DU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1763.See file dsdata.txt to determine how the superseded data were derived.
 DU1763
 DU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1743423035(NAD 83)
 DU1763_MARKER: DZ = AZIMUTH MARK DISK
 DU1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1763_SP_SET: CONCRETE POST
 DU1763_STAMPING: ADYKE AZ 1983
 DU1763_MARK LOGO: AZDT  
 DU1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1763+STABILITY: SURFACE MOTION
 DU1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1763+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1763
 DU1763  HISTORY     - Date     Condition        Report By
 DU1763  HISTORY     - 1983     MONUMENTED       AZDT
 DU1763  HISTORY     - 1984     GOOD             AZDT
 DU1763  HISTORY     - 20040628 GOOD             CAP
 DU1763
 DU1763                          STATION DESCRIPTION
 DU1763
 DU1763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1763'IN PHOENIX.
 DU1763'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DU1763'TRAVEL EAST ALONG BEARDSLY ROAD FOR 9.26 KM (5.75MI) TO 32ND STREET,
 DU1763'THENCE SOUTH FOR 3.22 KM (2.0 MI) TO BELL ROAD, THENCE EAST 11.35 KM
 DU1763'(7.05 MI) TO PIMA ROAD, THENCE NORTH FOR 1.77 KM (1.10 MI) TO THE MARK
 DU1763'ON THE RIGHT, 30.48 METERS (100.0 FT) EAST OF CENTERLINE, AND AN AZDT
 DU1763'ALUMINUM CAP IN A CONCRETE POST.
 DU1763
 DU1763                          STATION RECOVERY (2004)
 DU1763
 DU1763'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2133 ***********************************************************************
 CZ2133  DESIGNATION -  AE 43
 CZ2133  PID         -  CZ2133
 CZ2133  STATE/COUNTY-  AZ/PINAL
 CZ2133  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2133
 CZ2133                         *CURRENT SURVEY CONTROL
 CZ2133  ___________________________________________________________________
 CZ2133* NAD 83(1992)-  32 53 38.05270(N)    111 44 25.19444(W)     ADJUSTED  
 CZ2133* NAVD 88     -       425.79   (+/-2cm)    1396.9    (feet)  VERTCON   
 CZ2133  ___________________________________________________________________
 CZ2133  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2133  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2133
 CZ2133  HORZ ORDER  -  FIRST
 CZ2133  VERT ORDER  -  THIRD ? (See Below)
 CZ2133
 CZ2133.The horizontal coordinates were established by classical geodetic methods
 CZ2133.and adjusted by the National Geodetic Survey in August 1993..
 CZ2133
 CZ2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2133.The vertical order pertains to the NGVD 29 superseded value.
 CZ2133
 CZ2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2133
 CZ2133.The geoid height was determined by GEOID03.
 CZ2133
 CZ2133;                    North         East     Units Scale Factor Converg.
 CZ2133;SPC AZ C     -   210,000.034   229,857.117   MT  0.99990335   +0 05 44.8
 CZ2133;SPC AZ C     -   688,976.49    754,124.40   iFT  0.99990335   +0 05 44.8
 CZ2133;UTM  12      - 3,639,768.135   430,757.838   MT  0.99965912   -0 24 07.5
 CZ2133
 CZ2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2133!SPC AZ C     -   0.99993788  x   0.99990335  =   0.99984124
 CZ2133!UTM  12      -   0.99993788  x   0.99965912  =   0.99959702
 CZ2133
 CZ2133|---------------------------------------------------------------------|
 CZ2133| PID    Reference Object                     Distance      Geod. Az  |
 CZ2133|                                                           dddmmss.s |
 CZ2133| CH4804 AE 43 RM E                            8.840 METERS 08912     |
 CZ2133| CZ2131 STA 3 OF D3                         APPROX. 0.8 KM 1770244.0 |
 CZ2133| CH4805 AE 43 RM S                            8.832 METERS 17911     |
 CZ2133|---------------------------------------------------------------------|
 CZ2133
 CZ2133                          SUPERSEDED SURVEY CONTROL
 CZ2133
 CZ2133  NAD 83(1986)-  32 53 38.04692(N)    111 44 25.19587(W) AD(       ) 1
 CZ2133  NAD 27      -  32 53 37.85003(N)    111 44 22.72637(W) AD(       ) 1
 CZ2133  NGVD 29 (07/19/86)  425.22   (m)         1395.1    (f) LEVELING    3  
 CZ2133
 CZ2133.Superseded values are not recommended for survey control.
 CZ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2133.See file dsdata.txt to determine how the superseded data were derived.
 CZ2133
 CZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3075839768(NAD 83)
 CZ2133_MARKER: DD = SURVEY DISK
 CZ2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2133
 CZ2133  HISTORY     - Date     Condition        Report By
 CZ2133  HISTORY     - 1967     MONUMENTED       DMA
 CZ2133
 CZ2133                          STATION DESCRIPTION
 CZ2133
 CZ2133'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2133'T-6-S.  R-6-E.  IN SECTION 20 NEAR THE NORTHEAST CORNER.
 CZ2133'
 CZ2133'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2133'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2133'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2133'IS STAMPED--AE 43 1967 ARMY MAP SERVICE.
 CZ2133'
 CZ2133'THE STATION MARK IS LOCATED 82 FEET SOUTH OF THE CENTERLINE
 CZ2133'OF EAST-WEST ROAD.  108 FEET WEST OF THE CENTERLINE OF
 CZ2133'NORTH-SOUTH ROAD.  58 FEET SOUTH OF EAST-WEST POWERLINE.  75
 CZ2133'FEET WEST OF THE NORTH-SOUTH POWERLINE.  135.5 FEET SOUTHWEST
 CZ2133'OF THE SECTION CORNER.
 CZ2133'
 CZ2133'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2133'CASA GRANDE, GO NORTH ON 93 (PINAL AVE.) 1 MILE TO CROSSROAD
 CZ2133'(COTTONWOOD LAND).  TURN RIGHT AND GO EAST ON COTTONWOOD LANE
 CZ2133'ROAD FOR 1.0 MILE TO CROSSROAD (TREKELL ROAD) AND THE STATION
 CZ2133'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2132 ***********************************************************************
 CZ2132  DESIGNATION -  AE 44
 CZ2132  PID         -  CZ2132
 CZ2132  STATE/COUNTY-  AZ/PINAL
 CZ2132  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2132
 CZ2132                         *CURRENT SURVEY CONTROL
 CZ2132  ___________________________________________________________________
 CZ2132* NAD 83(1992)-  32 52 46.48484(N)    111 44 24.07999(W)     ADJUSTED  
 CZ2132* NAVD 88     -       429.07   (+/-2cm)    1407.7    (feet)  VERTCON   
 CZ2132  ___________________________________________________________________
 CZ2132  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2132  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2132
 CZ2132  HORZ ORDER  -  FIRST
 CZ2132  VERT ORDER  -  THIRD ? (See Below)
 CZ2132
 CZ2132.The horizontal coordinates were established by classical geodetic methods
 CZ2132.and adjusted by the National Geodetic Survey in August 1993..
 CZ2132
 CZ2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2132.The vertical order pertains to the NGVD 29 superseded value.
 CZ2132
 CZ2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2132
 CZ2132.The geoid height was determined by GEOID03.
 CZ2132
 CZ2132;                    North         East     Units Scale Factor Converg.
 CZ2132;SPC AZ C     -   208,411.627   229,888.738   MT  0.99990337   +0 05 45.2
 CZ2132;SPC AZ C     -   683,765.18    754,228.14   iFT  0.99990337   +0 05 45.2
 CZ2132;UTM  12      - 3,638,179.900   430,775.655   MT  0.99965909   -0 24 06.3
 CZ2132
 CZ2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2132!SPC AZ C     -   0.99993737  x   0.99990337  =   0.99984074
 CZ2132!UTM  12      -   0.99993737  x   0.99965909  =   0.99959648
 CZ2132
 CZ2132:                Primary Azimuth Mark                     Grid Az
 CZ2132:SPC AZ C     -  STA 2 OF D3                              181 15 37.8
 CZ2132:UTM  12      -  STA 2 OF D3                              181 45 29.3
 CZ2132
 CZ2132|---------------------------------------------------------------------|
 CZ2132| PID    Reference Object                     Distance      Geod. Az  |
 CZ2132|                                                           dddmmss.s |
 CZ2132| CZ2106 STA 2 OF D3                         APPROX. 0.6 KM 1812123.0 |
 CZ2132| CZ2270 AD 44                               APPROX. 1.6 KM 2694119.0 |
 CZ2132|---------------------------------------------------------------------|
 CZ2132
 CZ2132                          SUPERSEDED SURVEY CONTROL
 CZ2132
 CZ2132  NAD 83(1986)-  32 52 46.47906(N)    111 44 24.08129(W) AD(       ) 1
 CZ2132  NAD 27      -  32 52 46.28080(N)    111 44 21.61321(W) AD(       ) 1
 CZ2132  NGVD 29 (07/19/86)  428.50   (m)         1405.8    (f) LEVELING    3  
 CZ2132
 CZ2132.Superseded values are not recommended for survey control.
 CZ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2132.See file dsdata.txt to determine how the superseded data were derived.
 CZ2132
 CZ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3077638180(NAD 83)
 CZ2132_MARKER: DD = SURVEY DISK
 CZ2132_SETTING: 0 = UNSPECIFIED SETTING
 CZ2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2132
 CZ2132  HISTORY     - Date     Condition        Report By
 CZ2132  HISTORY     - 1967     MONUMENTED       DMA
 CZ2132
 CZ2132                          STATION DESCRIPTION
 CZ2132
 CZ2132'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2132'T-6-S.  R-6-E.  IN THE CORNER OF SECTIONS 20, 21, 28, AND 29.
 CZ2132'
 CZ2132'THE STATION MARK IS A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK
 CZ2132'0.5 FOOT BELOW THE ROAD SURFACE COVERED WITH A 10 INCH DIAMETER
 CZ2132'CAST IRON LID.  NOT STAMPED.
 CZ2132'
 CZ2132'THE POINT IS A DRILLED HOLE OFF-CENTER IN THE DISK.  IT IS
 CZ2132'5/8 INCH NORTH OF THE CENTER OF THE DISK AND 1/2 INCH SOUTH
 CZ2132'OF THE LETTER N IN THE NAME ARIZONA.  THE MARK IS LOCATED IN
 CZ2132'THE INTERSECTING CENTERLINES OF NORTH-SOUTH ROAD AND EAST-WEST
 CZ2132'ROAD.
 CZ2132'
 CZ2132'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2132'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 1.0 MILE TO
 CZ2132'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1012 ***********************************************************************
 CZ1012  DESIGNATION -  AE 45
 CZ1012  PID         -  CZ1012
 CZ1012  STATE/COUNTY-  AZ/PINAL
 CZ1012  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1012
 CZ1012                         *CURRENT SURVEY CONTROL
 CZ1012  ___________________________________________________________________
 CZ1012* NAD 83(1992)-  32 51 52.43255(N)    111 44 23.71870(W)     ADJUSTED  
 CZ1012* NAVD 88     -       431.58   (+/-2cm)    1415.9    (feet)  VERTCON   
 CZ1012  ___________________________________________________________________
 CZ1012  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CZ1012  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1012
 CZ1012  HORZ ORDER  -  FIRST
 CZ1012  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1012
 CZ1012.The horizontal coordinates were established by classical geodetic methods
 CZ1012.and adjusted by the National Geodetic Survey in August 1993..
 CZ1012
 CZ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1012.The vertical order pertains to the NGVD 29 superseded value.
 CZ1012
 CZ1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1012
 CZ1012.The geoid height was determined by GEOID03.
 CZ1012
 CZ1012;                    North         East     Units Scale Factor Converg.
 CZ1012;SPC AZ C     -   206,746.662   229,900.916   MT  0.99990337   +0 05 45.3
 CZ1012;SPC AZ C     -   678,302.70    754,268.10   iFT  0.99990337   +0 05 45.3
 CZ1012;UTM  12      - 3,636,515.300   430,773.375   MT  0.99965909   -0 24 05.5
 CZ1012
 CZ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1012!SPC AZ C     -   0.99993698  x   0.99990337  =   0.99984035
 CZ1012!UTM  12      -   0.99993698  x   0.99965909  =   0.99959609
 CZ1012
 CZ1012|---------------------------------------------------------------------|
 CZ1012| PID    Reference Object                     Distance      Geod. Az  |
 CZ1012|                                                           dddmmss.s |
 CZ1012| CH4806 AE 45 RM E                            8.836 METERS 08928     |
 CZ1012| CH4807 AE 45 RM S                            8.829 METERS 17907     |
 CZ1012| CZ2295 AD 45                               APPROX. 1.6 KM 2703216.0 |
 CZ1012|---------------------------------------------------------------------|
 CZ1012
 CZ1012                          SUPERSEDED SURVEY CONTROL
 CZ1012
 CZ1012  NAD 83(1986)-  32 51 52.42677(N)    111 44 23.71987(W) AD(       ) 1
 CZ1012  NAD 27      -  32 51 52.22707(N)    111 44 21.25324(W) AD(       ) 1
 CZ1012  NGVD 29 (??/??/92)  431.011  (m)         1414.08   (f) ADJ UNCH    1 2
 CZ1012
 CZ1012.Superseded values are not recommended for survey control.
 CZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1012.See file dsdata.txt to determine how the superseded data were derived.
 CZ1012
 CZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3077336515(NAD 83)
 CZ1012_MARKER: DD = SURVEY DISK
 CZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1012_STAMPING: AE 45 1967
 CZ1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1012+STABILITY: SURFACE MOTION
 CZ1012
 CZ1012  HISTORY     - Date     Condition        Report By
 CZ1012  HISTORY     - 1967     MONUMENTED       DMA
 CZ1012  HISTORY     - 1967     GOOD             NGS
 CZ1012  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1012  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1012
 CZ1012                          STATION DESCRIPTION
 CZ1012
 CZ1012'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1012'T-6-S.  R-6-E.  IN SECTION 33 NEAR THE NORTHWEST CORNER.
 CZ1012'
 CZ1012'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1012'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1012'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1012'IS STAMPED--AE 45 1967 ARMY MAP SERVICE.
 CZ1012'
 CZ1012'THE STATION MARK IS LOCATED 110 FEET SOUTH OF THE EAST-WEST
 CZ1012'POWER LINE.  92 FEET SOUTH OF THE EAST-WEST DITCH.  72 FEET
 CZ1012'SOUTH OF THE EAST-WEST FENCE.  62 FEET SOUTH OF THE EAST-WEST
 CZ1012'FIELD ROAD.  52 FEET EAST OF THE NORTH-SOUTH FENCE.  60 FEET EAST
 CZ1012'OF THE NORTH-SOUTH POWER LINE.  85 FEET EAST OF THE NORTH-SOUTH
 CZ1012'ROAD.
 CZ1012'
 CZ1012'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ1012'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES
 CZ1012'TO CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ1012'ROAD FOR 0.1 MILE TO A T ROAD WEST AND THE STATION SITE.
 CZ1012
 CZ1012                          STATION RECOVERY (1967)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1012'1.25 MI SE FROM CASA GRANDE.
 CZ1012'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1012'THE STATION AT CASA GRANDE, THENCE 0.1 MILE SOUTH ALONG TRECKELL ROAD,
 CZ1012'IN S 33, T 6 S, R 6 E, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 CZ1012'86 FEET EAST OF THE CENTER LINE OF THE ROAD, 138 FEET SOUTH OF THE
 CZ1012'EXTENDED CENTER LINE OF A PAVED ROAD, 72 FEET SOUTH OF A FENCE, 52
 CZ1012'FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CZ1012'A CONCRETE POST PROJECTING 2 INCHES.
 CZ1012
 CZ1012                          STATION RECOVERY (1980)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1012'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ1012
 CZ1012                          STATION RECOVERY (1980)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1012'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2105 ***********************************************************************
 CZ2105  DESIGNATION -  AE 46
 CZ2105  PID         -  CZ2105
 CZ2105  STATE/COUNTY-  AZ/PINAL
 CZ2105  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2105
 CZ2105                         *CURRENT SURVEY CONTROL
 CZ2105  ___________________________________________________________________
 CZ2105* NAD 83(1992)-  32 51 02.98176(N)    111 44 23.78327(W)     ADJUSTED  
 CZ2105* NAVD 88     -       432.61   (+/-2cm)    1419.3    (feet)  VERTCON   
 CZ2105  ___________________________________________________________________
 CZ2105  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CZ2105  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2105
 CZ2105  HORZ ORDER  -  FIRST
 CZ2105  VERT ORDER  -  THIRD ? (See Below)
 CZ2105
 CZ2105.The horizontal coordinates were established by classical geodetic methods
 CZ2105.and adjusted by the National Geodetic Survey in August 1993..
 CZ2105
 CZ2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2105.The vertical order pertains to the NGVD 29 superseded value.
 CZ2105
 CZ2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2105
 CZ2105.The geoid height was determined by GEOID03.
 CZ2105
 CZ2105;                    North         East     Units Scale Factor Converg.
 CZ2105;SPC AZ C     -   205,223.423   229,901.787   MT  0.99990337   +0 05 45.1
 CZ2105;SPC AZ C     -   673,305.19    754,270.95   iFT  0.99990337   +0 05 45.1
 CZ2105;UTM  12      - 3,634,992.483   430,761.026   MT  0.99965911   -0 24 05.0
 CZ2105
 CZ2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2105!SPC AZ C     -   0.99993681  x   0.99990337  =   0.99984019
 CZ2105!UTM  12      -   0.99993681  x   0.99965911  =   0.99959595
 CZ2105
 CZ2105|---------------------------------------------------------------------|
 CZ2105| PID    Reference Object                     Distance      Geod. Az  |
 CZ2105|                                                           dddmmss.s |
 CZ2105| CH4808 AE 46 RM E                            8.833 METERS 08903     |
 CZ2105| CH4809 AE 46 RM S                            8.839 METERS 17906     |
 CZ2105| CZ2294 AD 46                               APPROX. 1.6 KM 2690847.1 |
 CZ2105|---------------------------------------------------------------------|
 CZ2105
 CZ2105                          SUPERSEDED SURVEY CONTROL
 CZ2105
 CZ2105  NAD 83(1986)-  32 51 02.97596(N)    111 44 23.78432(W) AD(       ) 1
 CZ2105  NAD 27      -  32 51 02.77464(N)    111 44 21.31903(W) AD(       ) 1
 CZ2105  NGVD 29 (07/19/86)  432.04   (m)         1417.5    (f) LEVELING    3  
 CZ2105
 CZ2105.Superseded values are not recommended for survey control.
 CZ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2105.See file dsdata.txt to determine how the superseded data were derived.
 CZ2105
 CZ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3076134992(NAD 83)
 CZ2105_MARKER: DD = SURVEY DISK
 CZ2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2105
 CZ2105  HISTORY     - Date     Condition        Report By
 CZ2105  HISTORY     - 1967     MONUMENTED       DMA
 CZ2105
 CZ2105                          STATION DESCRIPTION
 CZ2105
 CZ2105'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2105'T-6-S.  R-6-E.  IN SECTION 33 NEAR THE SOUTHWEST CORNER.
 CZ2105'
 CZ2105'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2105'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2105'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2105'IS STAMPED--AE 46 1967 ARMY MAP SERVICE.
 CZ2105'
 CZ2105'THE STATION MARK IS LOCATED 51 FEET EAST OF THE NORTH-SOUTH
 CZ2105'POWER LINE.  80 FEET EAST OF THE CENTERLINE OF THE
 CZ2105'NORTH-SOUTH ROAD.  74 FEET NORTH OF THE CENTERLINE OF THE
 CZ2105'EAST-WEST FIELD ROAD.  124 FEET NORTH OF THE CENTERLINE OF
 CZ2105'THE EAST-WEST DITCH.  168 FEET NORTH OF THE CENTERLINE OF THE
 CZ2105'EAST-WEST ROAD.
 CZ2105'
 CZ2105'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2105'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO
 CZ2105'CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2105'ROAD FOR 1.1 MILES TO CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2107 ***********************************************************************
 CZ2107  DESIGNATION -  AE 47
 CZ2107  PID         -  CZ2107
 CZ2107  STATE/COUNTY-  AZ/PINAL
 CZ2107  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2107
 CZ2107                         *CURRENT SURVEY CONTROL
 CZ2107  ___________________________________________________________________
 CZ2107* NAD 83(1992)-  32 50 06.20727(N)    111 44 25.30291(W)     ADJUSTED  
 CZ2107* NAVD 88     -       434.35   (+/-2cm)    1425.0    (feet)  VERTCON   
 CZ2107  ___________________________________________________________________
 CZ2107  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2107  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2107
 CZ2107  HORZ ORDER  -  FIRST
 CZ2107  VERT ORDER  -  THIRD ? (See Below)
 CZ2107
 CZ2107.The horizontal coordinates were established by classical geodetic methods
 CZ2107.and adjusted by the National Geodetic Survey in August 1993..
 CZ2107
 CZ2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2107.The vertical order pertains to the NGVD 29 superseded value.
 CZ2107
 CZ2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2107
 CZ2107.The geoid height was determined by GEOID03.
 CZ2107
 CZ2107;                    North         East     Units Scale Factor Converg.
 CZ2107;SPC AZ C     -   203,474.533   229,865.194   MT  0.99990336   +0 05 44.1
 CZ2107;SPC AZ C     -   667,567.37    754,150.90   iFT  0.99990336   +0 05 44.1
 CZ2107;UTM  12      - 3,633,244.402   430,709.273   MT  0.99965920   -0 24 05.2
 CZ2107
 CZ2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2107!SPC AZ C     -   0.99993654  x   0.99990336  =   0.99983991
 CZ2107!UTM  12      -   0.99993654  x   0.99965920  =   0.99959576
 CZ2107
 CZ2107|---------------------------------------------------------------------|
 CZ2107| PID    Reference Object                     Distance      Geod. Az  |
 CZ2107|                                                           dddmmss.s |
 CZ2107| CH4810 AE 47 RM E                            8.833 METERS 08905     |
 CZ2107| CZ2047 CASA GRANDE 2                       APPROX. 3.1 KM 1232745.3 |
 CZ2107| CH4811 AE 47 RM S                            8.830 METERS 17901     |
 CZ2107|---------------------------------------------------------------------|
 CZ2107
 CZ2107                          SUPERSEDED SURVEY CONTROL
 CZ2107
 CZ2107  NAD 83(1986)-  32 50 06.20146(N)    111 44 25.30383(W) AD(       ) 1
 CZ2107  NAD 27      -  32 50 05.99848(N)    111 44 22.84004(W) AD(       ) 1
 CZ2107  NGVD 29 (07/19/86)  433.77   (m)         1423.1    (f) LEVELING    3  
 CZ2107
 CZ2107.Superseded values are not recommended for survey control.
 CZ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2107.See file dsdata.txt to determine how the superseded data were derived.
 CZ2107
 CZ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3070933244(NAD 83)
 CZ2107_MARKER: DD = SURVEY DISK
 CZ2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2107
 CZ2107  HISTORY     - Date     Condition        Report By
 CZ2107  HISTORY     - 1967     MONUMENTED       DMA
 CZ2107
 CZ2107                          STATION DESCRIPTION
 CZ2107
 CZ2107'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2107'T-7-S.  R-6-E.  IN SECTION 8 NEAR THE NORTHEAST CORNER.
 CZ2107'
 CZ2107'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2107'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2107'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2107'IS STAMPED--AE 47 1967 ARMY MAP SERVICE.
 CZ2107'
 CZ2107'THE STATION MARK IS LOCATED 206 FEET SOUTH OF THE CENTERLINE
 CZ2107'OF EAST-WEST CANAL ROAD.  229 FEET SOUTH OF THE CENTERLINE OF
 CZ2107'THE EAST-WEST CANAL.  73 FEET WEST OF THE CENTERLINE OF
 CZ2107'NORTH-SOUTH ROAD.  102 FEET WEST OF THE NORTH-SOUTH POWERLINE.
 CZ2107'
 CZ2107'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2107'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO
 CZ2107'CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2107'ROAD FOR 2.1 MILES TO THE CASA GRANDE CANAL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2102 ***********************************************************************
 CZ2102  DESIGNATION -  AE 48
 CZ2102  PID         -  CZ2102
 CZ2102  STATE/COUNTY-  AZ/PINAL
 CZ2102  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2102
 CZ2102                         *CURRENT SURVEY CONTROL
 CZ2102  ___________________________________________________________________
 CZ2102* NAD 83(1992)-  32 49 15.17969(N)    111 44 19.56546(W)     ADJUSTED  
 CZ2102* NAVD 88     -       438.10   (+/-2cm)    1437.3    (feet)  VERTCON   
 CZ2102  ___________________________________________________________________
 CZ2102  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ2102  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2102
 CZ2102  HORZ ORDER  -  FIRST
 CZ2102  VERT ORDER  -  THIRD ? (See Below)
 CZ2102
 CZ2102.The horizontal coordinates were established by classical geodetic methods
 CZ2102.and adjusted by the National Geodetic Survey in August 1993..
 CZ2102
 CZ2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2102.The vertical order pertains to the NGVD 29 superseded value.
 CZ2102
 CZ2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2102
 CZ2102.The geoid height was determined by GEOID03.
 CZ2102
 CZ2102;                    North         East     Units Scale Factor Converg.
 CZ2102;SPC AZ C     -   201,902.984   230,017.042   MT  0.99990342   +0 05 47.1
 CZ2102;SPC AZ C     -   662,411.36    754,649.09   iFT  0.99990342   +0 05 47.1
 CZ2102;UTM  12      - 3,631,671.980   430,847.450   MT  0.99965896   -0 24 01.6
 CZ2102
 CZ2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2102!SPC AZ C     -   0.99993596  x   0.99990342  =   0.99983938
 CZ2102!UTM  12      -   0.99993596  x   0.99965896  =   0.99959494
 CZ2102
 CZ2102|---------------------------------------------------------------------|
 CZ2102| PID    Reference Object                     Distance      Geod. Az  |
 CZ2102|                                                           dddmmss.s |
 CZ2102| CH4812 AE 48 RM E                            8.840 METERS 08909     |
 CZ2102| CZ2047 CASA GRANDE 2                       APPROX. 2.4 KM 0923746.9 |
 CZ2102| CH4813 AE 48 RM S                            8.828 METERS 17912     |
 CZ2102|---------------------------------------------------------------------|
 CZ2102
 CZ2102                          SUPERSEDED SURVEY CONTROL
 CZ2102
 CZ2102  NAD 83(1986)-  32 49 15.17388(N)    111 44 19.56626(W) AD(       ) 1
 CZ2102  NAD 27      -  32 49 14.96936(N)    111 44 17.10396(W) AD(       ) 1
 CZ2102  NGVD 29 (07/19/86)  437.51   (m)         1435.4    (f) LEVELING    3  
 CZ2102
 CZ2102.Superseded values are not recommended for survey control.
 CZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2102.See file dsdata.txt to determine how the superseded data were derived.
 CZ2102
 CZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3084731672(NAD 83)
 CZ2102_MARKER: DD = SURVEY DISK
 CZ2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2102
 CZ2102  HISTORY     - Date     Condition        Report By
 CZ2102  HISTORY     - 1966     MONUMENTED       DMA
 CZ2102
 CZ2102                          STATION DESCRIPTION
 CZ2102
 CZ2102'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2102'T-7-S.  R-6-E.  IN SECTION 16 NEAR THE NORTHWEST CORNER.
 CZ2102'
 CZ2102'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2102'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2102'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2102'IS STAMPED--AE 48 1966 ARMY MAP SERVICE.
 CZ2102'
 CZ2102'THE STATION MARK IS LOCATED 210 FEET NORTHEAST OF THE
 CZ2102'NORTHWEST-SOUTHEAST ROAD.  107 FEET SOUTH OF THE CENTERLINE
 CZ2102'OF EAST-WEST ROAD.  417 FEET EAST-SOUTHEAST OF THE INTERSECTING
 CZ2102'CENTERLINES OF CROSSROAD.
 CZ2102'
 CZ2102'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2102'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES
 CZ2102'TO CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2102'ROAD FOR 3.1 MILES TO A 5 WAY INTERSECTION AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2103 ***********************************************************************
 CZ2103  DESIGNATION -  AE 49
 CZ2103  PID         -  CZ2103
 CZ2103  STATE/COUNTY-  AZ/PINAL
 CZ2103  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2103
 CZ2103                         *CURRENT SURVEY CONTROL
 CZ2103  ___________________________________________________________________
 CZ2103* NAD 83(1992)-  32 48 24.77174(N)    111 44 22.43789(W)     ADJUSTED  
 CZ2103* NAVD 88     -       439.73   (+/-2cm)    1442.7    (feet)  VERTCON   
 CZ2103  ___________________________________________________________________
 CZ2103  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CZ2103  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2103
 CZ2103  HORZ ORDER  -  FIRST
 CZ2103  VERT ORDER  -  THIRD ? (See Below)
 CZ2103
 CZ2103.The horizontal coordinates were established by classical geodetic methods
 CZ2103.and adjusted by the National Geodetic Survey in August 1993..
 CZ2103
 CZ2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2103.The vertical order pertains to the NGVD 29 superseded value.
 CZ2103
 CZ2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2103
 CZ2103.The geoid height was determined by GEOID03.
 CZ2103
 CZ2103;                    North         East     Units Scale Factor Converg.
 CZ2103;SPC AZ C     -   200,350.150   229,944.933   MT  0.99990339   +0 05 45.4
 CZ2103;SPC AZ C     -   657,316.77    754,412.51   iFT  0.99990339   +0 05 45.4
 CZ2103;UTM  12      - 3,630,120.209   430,761.902   MT  0.99965911   -0 24 02.6
 CZ2103
 CZ2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2103!SPC AZ C     -   0.99993570  x   0.99990339  =   0.99983910
 CZ2103!UTM  12      -   0.99993570  x   0.99965911  =   0.99959483
 CZ2103
 CZ2103:                Primary Azimuth Mark                     Grid Az
 CZ2103:SPC AZ C     -  CASA GRANDE 2                            059 36 53.4
 CZ2103:UTM  12      -  CASA GRANDE 2                            060 06 41.4
 CZ2103
 CZ2103|---------------------------------------------------------------------|
 CZ2103| PID    Reference Object                     Distance      Geod. Az  |
 CZ2103|                                                           dddmmss.s |
 CZ2103| CZ2047 CASA GRANDE 2                       APPROX. 2.9 KM 0594238.8 |
 CZ2103| CH4814 AE 49 RM E                            8.836 METERS 08855     |
 CZ2103| CH4815 AE 49 RM S                            8.842 METERS 17903     |
 CZ2103|---------------------------------------------------------------------|
 CZ2103
 CZ2103                          SUPERSEDED SURVEY CONTROL
 CZ2103
 CZ2103  NAD 83(1986)-  32 48 24.76594(N)    111 44 22.43857(W) AD(       ) 1
 CZ2103  NAD 27      -  32 48 24.56040(N)    111 44 19.97741(W) AD(       ) 1
 CZ2103  NGVD 29 (07/19/86)  439.13   (m)         1440.7    (f) LEVELING    3  
 CZ2103
 CZ2103.Superseded values are not recommended for survey control.
 CZ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2103.See file dsdata.txt to determine how the superseded data were derived.
 CZ2103
 CZ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3076230120(NAD 83)
 CZ2103_MARKER: DD = SURVEY DISK
 CZ2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2103
 CZ2103  HISTORY     - Date     Condition        Report By
 CZ2103  HISTORY     - 1966     MONUMENTED       DMA
 CZ2103
 CZ2103                          STATION DESCRIPTION
 CZ2103
 CZ2103'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2103'T-7-S.  R-6-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ2103'
 CZ2103'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2103'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2103'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2103'IS STAMPED--AE 49 1966 ARMY MAP SERVICE.
 CZ2103'
 CZ2103'THE STATION MARK IS LOCATED 178 FEET NORTH OF THE EAST-WEST
 CZ2103'FENCE.  164 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 CZ2103'
 CZ2103'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2103'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO CROSSROAD
 CZ2103'(TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL ROAD FOR 3.1
 CZ2103'MILES TO A 5 WAY INTERSECTION.  TAKE THE ROAD DUE SOUTH FOR 1.0
 CZ2103'MILE TO THE SECTION LINE AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2104 ***********************************************************************
 CZ2104  DESIGNATION -  AE 50
 CZ2104  PID         -  CZ2104
 CZ2104  STATE/COUNTY-  AZ/PINAL
 CZ2104  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2104
 CZ2104                         *CURRENT SURVEY CONTROL
 CZ2104  ___________________________________________________________________
 CZ2104* NAD 83(1992)-  32 47 34.91681(N)    111 44 22.59368(W)     ADJUSTED  
 CZ2104* NAVD 88     -       442.78   (+/-2cm)    1452.7    (feet)  VERTCON   
 CZ2104  ___________________________________________________________________
 CZ2104  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CZ2104  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2104
 CZ2104  HORZ ORDER  -  FIRST
 CZ2104  VERT ORDER  -  THIRD ? (See Below)
 CZ2104
 CZ2104.The horizontal coordinates were established by classical geodetic methods
 CZ2104.and adjusted by the National Geodetic Survey in August 1993..
 CZ2104
 CZ2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2104.The vertical order pertains to the NGVD 29 superseded value.
 CZ2104
 CZ2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2104
 CZ2104.The geoid height was determined by GEOID03.
 CZ2104
 CZ2104;                    North         East     Units Scale Factor Converg.
 CZ2104;SPC AZ C     -   198,814.472   229,943.452   MT  0.99990339   +0 05 45.2
 CZ2104;SPC AZ C     -   652,278.45    754,407.65   iFT  0.99990339   +0 05 45.2
 CZ2104;UTM  12      - 3,628,584.977   430,747.114   MT  0.99965914   -0 24 02.1
 CZ2104
 CZ2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2104!SPC AZ C     -   0.99993522  x   0.99990339  =   0.99983862
 CZ2104!UTM  12      -   0.99993522  x   0.99965914  =   0.99959439
 CZ2104
 CZ2104:                Primary Azimuth Mark                     Grid Az
 CZ2104:SPC AZ C     -  CASA GRANDE 2                            039 37 09.1
 CZ2104:UTM  12      -  CASA GRANDE 2                            040 06 56.4
 CZ2104
 CZ2104|---------------------------------------------------------------------|
 CZ2104| PID    Reference Object                     Distance      Geod. Az  |
 CZ2104|                                                           dddmmss.s |
 CZ2104| CZ2047 CASA GRANDE 2                       APPROX. 3.9 KM 0394254.3 |
 CZ2104| CH4816 AE 50 RM E                            8.837 METERS 08909     |
 CZ2104| CH4817 AE 50 RM S                            8.831 METERS 17904     |
 CZ2104|---------------------------------------------------------------------|
 CZ2104
 CZ2104                          SUPERSEDED SURVEY CONTROL
 CZ2104
 CZ2104  NAD 83(1986)-  32 47 34.91101(N)    111 44 22.59424(W) AD(       ) 1
 CZ2104  NAD 27      -  32 47 34.70411(N)    111 44 20.13426(W) AD(       ) 1
 CZ2104  NGVD 29 (07/19/86)  442.18   (m)         1450.7    (f) LEVELING    3  
 CZ2104
 CZ2104.Superseded values are not recommended for survey control.
 CZ2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2104.See file dsdata.txt to determine how the superseded data were derived.
 CZ2104
 CZ2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3074728585(NAD 83)
 CZ2104_MARKER: DD = SURVEY DISK
 CZ2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2104
 CZ2104  HISTORY     - Date     Condition        Report By
 CZ2104  HISTORY     - 1966     MONUMENTED       DMA
 CZ2104
 CZ2104                          STATION DESCRIPTION
 CZ2104
 CZ2104'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2104'T-7-S.  R-6-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2104'
 CZ2104'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2104'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2104'PROJECTING 0.05 FOOT ABOVE THE SURFACE OF THE GROUND.  THE STATION
 CZ2104'MARK IS STAMPED--AE 50 1966 ARMY MAP SERVICE.
 CZ2104'
 CZ2104'THE STATION MARK IS LOCATED 126 FEET EAST OF THE NORTH-SOUTH
 CZ2104'FENCE.  337 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2104'ROAD.  133 FEET EAST OF THE PROLONGATION OF THE POWER LINE SOUTH.
 CZ2104'
 CZ2104'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2104'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2104'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2104'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 5.9 TO
 CZ2104'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE AND THE STATION
 CZ2104'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2109 ***********************************************************************
 CZ2109  DESIGNATION -  AE 51
 CZ2109  PID         -  CZ2109
 CZ2109  STATE/COUNTY-  AZ/PINAL
 CZ2109  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2109
 CZ2109                         *CURRENT SURVEY CONTROL
 CZ2109  ___________________________________________________________________
 CZ2109* NAD 83(1992)-  32 46 38.54664(N)    111 44 27.29433(W)     ADJUSTED  
 CZ2109* NAVD 88     -       444.25   (+/-2cm)    1457.5    (feet)  VERTCON   
 CZ2109  ___________________________________________________________________
 CZ2109  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CZ2109  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2109
 CZ2109  HORZ ORDER  -  FIRST
 CZ2109  VERT ORDER  -  THIRD ? (See Below)
 CZ2109
 CZ2109.The horizontal coordinates were established by classical geodetic methods
 CZ2109.and adjusted by the National Geodetic Survey in August 1993..
 CZ2109
 CZ2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2109.The vertical order pertains to the NGVD 29 superseded value.
 CZ2109
 CZ2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2109
 CZ2109.The geoid height was determined by GEOID03.
 CZ2109
 CZ2109;                    North         East     Units Scale Factor Converg.
 CZ2109;SPC AZ C     -   197,077.914   229,824.038   MT  0.99990334   +0 05 42.5
 CZ2109;SPC AZ C     -   646,581.08    754,015.87   iFT  0.99990334   +0 05 42.5
 CZ2109;UTM  12      - 3,626,849.942   430,612.694   MT  0.99965937   -0 24 04.1
 CZ2109
 CZ2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2109!SPC AZ C     -   0.99993500  x   0.99990334  =   0.99983834
 CZ2109!UTM  12      -   0.99993500  x   0.99965937  =   0.99959439
 CZ2109
 CZ2109|---------------------------------------------------------------------|
 CZ2109| PID    Reference Object                     Distance      Geod. Az  |
 CZ2109|                                                           dddmmss.s |
 CZ2109| CH4818 AE 51 RM E                            8.831 METERS 08855     |
 CZ2109| CH4819 AE 51 RM S                            8.830 METERS 17853     |
 CZ2109| CZ2286 CHUI                                APPROX. 4.7 KM 2454913.2 |
 CZ2109|---------------------------------------------------------------------|
 CZ2109
 CZ2109                          SUPERSEDED SURVEY CONTROL
 CZ2109
 CZ2109  NAD 83(1986)-  32 46 38.54082(N)    111 44 27.29475(W) AD(       ) 1
 CZ2109  NAD 27      -  32 46 38.33254(N)    111 44 24.83601(W) AD(       ) 1
 CZ2109  NGVD 29 (07/19/86)  443.65   (m)         1455.5    (f) LEVELING    3  
 CZ2109
 CZ2109.Superseded values are not recommended for survey control.
 CZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2109.See file dsdata.txt to determine how the superseded data were derived.
 CZ2109
 CZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3061326850(NAD 83)
 CZ2109_MARKER: DD = SURVEY DISK
 CZ2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2109
 CZ2109  HISTORY     - Date     Condition        Report By
 CZ2109  HISTORY     - 1966     MONUMENTED       DMA
 CZ2109
 CZ2109                          STATION DESCRIPTION
 CZ2109
 CZ2109'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2109'T-7-S.  R-6-E.  IN SECTION 32 NEAR THE NORTHEAST CORNER.
 CZ2109'
 CZ2109'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2109'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2109'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2109'IS STAMPED--AE 51 1966 ARMY MAP SERVICE.
 CZ2109'
 CZ2109'THE STATION MARK IS LOCATED 101 FEET SOUTH OF EAST-WEST
 CZ2109'POWERLINE.  126 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2109'ROAD.  144 FEET SOUTH OF THE CENTERLINE OF THE SOUTH EAST-WEST
 CZ2109'IRRIGATION DITCH.  272 FEET WEST OF THE EXTENDED CENTERLINE
 CZ2109'OF THE ROAD NORTH.  67 FEET WEST OF THE TOP OF A LEVEE.
 CZ2109'
 CZ2109'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2109'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2109'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2109'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 6.9 MILES TO A
 CZ2109'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO A ROAD NORTH
 CZ2109'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2101 ***********************************************************************
 CZ2101  DESIGNATION -  AE 52
 CZ2101  PID         -  CZ2101
 CZ2101  STATE/COUNTY-  AZ/PINAL
 CZ2101  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2101
 CZ2101                         *CURRENT SURVEY CONTROL
 CZ2101  ___________________________________________________________________
 CZ2101* NAD 83(1992)-  32 45 45.51186(N)    111 44 18.58254(W)     ADJUSTED  
 CZ2101* NAVD 88     -       446.78   (+/-2cm)    1465.8    (feet)  VERTCON   
 CZ2101  ___________________________________________________________________
 CZ2101  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ2101  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2101
 CZ2101  HORZ ORDER  -  FIRST
 CZ2101  VERT ORDER  -  THIRD ? (See Below)
 CZ2101
 CZ2101.The horizontal coordinates were established by classical geodetic methods
 CZ2101.and adjusted by the National Geodetic Survey in August 1993..
 CZ2101
 CZ2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2101.The vertical order pertains to the NGVD 29 superseded value.
 CZ2101
 CZ2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2101
 CZ2101.The geoid height was determined by GEOID03.
 CZ2101
 CZ2101;                    North         East     Units Scale Factor Converg.
 CZ2101;SPC AZ C     -   195,444.682   230,053.483   MT  0.99990344   +0 05 47.1
 CZ2101;SPC AZ C     -   641,222.71    754,768.65   iFT  0.99990344   +0 05 47.1
 CZ2101;UTM  12      - 3,625,215.183   430,827.934   MT  0.99965900   -0 23 58.8
 CZ2101
 CZ2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2101!SPC AZ C     -   0.99993460  x   0.99990344  =   0.99983805
 CZ2101!UTM  12      -   0.99993460  x   0.99965900  =   0.99959362
 CZ2101
 CZ2101:                Primary Azimuth Mark                     Grid Az
 CZ2101:SPC AZ C     -  CASA GRANDE 2                            020 22 23.4
 CZ2101:UTM  12      -  CASA GRANDE 2                            020 52 09.3
 CZ2101
 CZ2101|---------------------------------------------------------------------|
 CZ2101| PID    Reference Object                     Distance      Geod. Az  |
 CZ2101|                                                           dddmmss.s |
 CZ2101| CZ2047 CASA GRANDE 2                       APPROX. 6.8 KM 0202810.5 |
 CZ2101| CH4820 AE 52 RM E                            8.834 METERS 08918     |
 CZ2101| CH4821 AE 52 RM S                            8.834 METERS 17919     |
 CZ2101|---------------------------------------------------------------------|
 CZ2101
 CZ2101                          SUPERSEDED SURVEY CONTROL
 CZ2101
 CZ2101  NAD 83(1986)-  32 45 45.50606(N)    111 44 18.58284(W) AD(       ) 1
 CZ2101  NAD 27      -  32 45 45.29612(N)    111 44 16.12575(W) AD(       ) 1
 CZ2101  NGVD 29 (07/19/86)  446.18   (m)         1463.8    (f) LEVELING    3  
 CZ2101
 CZ2101.Superseded values are not recommended for survey control.
 CZ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2101.See file dsdata.txt to determine how the superseded data were derived.
 CZ2101
 CZ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3082825215(NAD 83)
 CZ2101_MARKER: DD = SURVEY DISK
 CZ2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2101
 CZ2101  HISTORY     - Date     Condition        Report By
 CZ2101  HISTORY     - 1966     MONUMENTED       DMA
 CZ2101
 CZ2101                          STATION DESCRIPTION
 CZ2101
 CZ2101'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2101'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2101'
 CZ2101'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2101'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2101'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2101'IS STAMPED--AE 52 1966 ARMY MAP SERVICE.
 CZ2101'
 CZ2101'THE STATION IS LOCATED 143 FEET SOUTH OF THE CENTERLINE OF
 CZ2101'EAST-WEST ROAD.  116 FEET SOUTH OF EAST-WEST POWER LINE AND 640
 CZ2101'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2101'
 CZ2101'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2101'AND THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2101'EAST 1.0 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2202 ***********************************************************************
 CZ2202  DESIGNATION -  AE 53
 CZ2202  PID         -  CZ2202
 CZ2202  STATE/COUNTY-  AZ/PINAL
 CZ2202  USGS QUAD   -  ELOY NW (1981)
 CZ2202
 CZ2202                         *CURRENT SURVEY CONTROL
 CZ2202  ___________________________________________________________________
 CZ2202* NAD 83(1992)-  32 44 52.87234(N)    111 44 23.12064(W)     ADJUSTED  
 CZ2202* NAVD 88     -       449.66   (+/-2cm)    1475.3    (feet)  VERTCON   
 CZ2202  ___________________________________________________________________
 CZ2202  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ2202  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2202
 CZ2202  HORZ ORDER  -  FIRST
 CZ2202  VERT ORDER  -  THIRD ? (See Below)
 CZ2202
 CZ2202.The horizontal coordinates were established by classical geodetic methods
 CZ2202.and adjusted by the National Geodetic Survey in August 1993..
 CZ2202
 CZ2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2202.The vertical order pertains to the NGVD 29 superseded value.
 CZ2202
 CZ2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2202
 CZ2202.The geoid height was determined by GEOID03.
 CZ2202
 CZ2202;                    North         East     Units Scale Factor Converg.
 CZ2202;SPC AZ C     -   193,823.051   229,938.084   MT  0.99990339   +0 05 44.5
 CZ2202;SPC AZ C     -   635,902.40    754,390.04   iFT  0.99990339   +0 05 44.5
 CZ2202;UTM  12      - 3,623,595.009   430,698.533   MT  0.99965922   -0 24 00.7
 CZ2202
 CZ2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2202!SPC AZ C     -   0.99993415  x   0.99990339  =   0.99983755
 CZ2202!UTM  12      -   0.99993415  x   0.99965922  =   0.99959339
 CZ2202
 CZ2202:                Primary Azimuth Mark                     Grid Az
 CZ2202:SPC AZ C     -  AD 53                                    271 03 52.1
 CZ2202:UTM  12      -  AD 53                                    271 33 37.3
 CZ2202
 CZ2202|---------------------------------------------------------------------|
 CZ2202| PID    Reference Object                     Distance      Geod. Az  |
 CZ2202|                                                           dddmmss.s |
 CZ2202| CZ2208 AD 53                               APPROX. 1.7 KM 2710936.6 |
 CZ2202|---------------------------------------------------------------------|
 CZ2202
 CZ2202                          SUPERSEDED SURVEY CONTROL
 CZ2202
 CZ2202  NAD 83(1986)-  32 44 52.86653(N)    111 44 23.12080(W) AD(       ) 1
 CZ2202  NAD 27      -  32 44 52.65517(N)    111 44 20.66505(W) AD(       ) 1
 CZ2202  NGVD 29 (07/19/86)  449.07   (m)         1473.3    (f) LEVELING    3  
 CZ2202
 CZ2202.Superseded values are not recommended for survey control.
 CZ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2202.See file dsdata.txt to determine how the superseded data were derived.
 CZ2202
 CZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3069923595(NAD 83)
 CZ2202_MARKER: DD = SURVEY DISK
 CZ2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2202+STABILITY: SURFACE MOTION
 CZ2202
 CZ2202  HISTORY     - Date     Condition        Report By
 CZ2202  HISTORY     - 1966     MONUMENTED       DMA
 CZ2202  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2202
 CZ2202                          STATION DESCRIPTION
 CZ2202
 CZ2202'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2202'T-8-S.  R-6-E.  IN SECTION 9 NEAR THE NORTHWEST CORNER.
 CZ2202'
 CZ2202'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2202'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2202'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2202'IS STAMPED--AE 53 1966 ARMY MAP SERVICE.
 CZ2202'
 CZ2202'THE STATION MARK IS LOCATED 120 FEET EAST OF THE CENTERLINE OF
 CZ2202'NORTH-SOUTH ROAD.  67 FEET EAST OF NORTH-SOUTH FENCE.  68 FEET
 CZ2202'EAST OF NORTH-SOUTH POWERLINE.  72 FEET SOUTH OF THE EAST-WEST
 CZ2202'FENCE.
 CZ2202'
 CZ2202'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2202'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2202'TO CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2202'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO
 CZ2202'THE PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN
 CZ2202'LEFT (EAST) AND GO 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND
 CZ2202'GO SOUTH FOR ONE (1.0) MILE TO T ROAD WEST AND THE STATION
 CZ2202'SITE.
 CZ2202
 CZ2202                          STATION RECOVERY (1968)
 CZ2202
 CZ2202'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2202'AMS FIELD PARTY FOUND THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2192 ***********************************************************************
 CZ2192  DESIGNATION -  AE 54
 CZ2192  PID         -  CZ2192
 CZ2192  STATE/COUNTY-  AZ/PINAL
 CZ2192  USGS QUAD   -  ELOY NW (1981)
 CZ2192
 CZ2192                         *CURRENT SURVEY CONTROL
 CZ2192  ___________________________________________________________________
 CZ2192* NAD 83(1992)-  32 44 00.67761(N)    111 44 23.72954(W)     ADJUSTED  
 CZ2192* NAVD 88     -       452.02   (+/-2cm)    1483.0    (feet)  VERTCON   
 CZ2192  ___________________________________________________________________
 CZ2192  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2192  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2192
 CZ2192  HORZ ORDER  -  FIRST
 CZ2192  VERT ORDER  -  THIRD ? (See Below)
 CZ2192
 CZ2192.The horizontal coordinates were established by classical geodetic methods
 CZ2192.and adjusted by the National Geodetic Survey in August 1993..
 CZ2192
 CZ2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2192.The vertical order pertains to the NGVD 29 superseded value.
 CZ2192
 CZ2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2192
 CZ2192.The geoid height was determined by GEOID03.
 CZ2192
 CZ2192;                    North         East     Units Scale Factor Converg.
 CZ2192;SPC AZ C     -   192,215.297   229,924.916   MT  0.99990338   +0 05 44.1
 CZ2192;SPC AZ C     -   630,627.61    754,346.84   iFT  0.99990338   +0 05 44.1
 CZ2192;UTM  12      - 3,621,987.821   430,671.460   MT  0.99965927   -0 24 00.4
 CZ2192
 CZ2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2192!SPC AZ C     -   0.99993378  x   0.99990338  =   0.99983717
 CZ2192!UTM  12      -   0.99993378  x   0.99965927  =   0.99959308
 CZ2192
 CZ2192|---------------------------------------------------------------------|
 CZ2192| PID    Reference Object                     Distance      Geod. Az  |
 CZ2192|                                                           dddmmss.s |
 CZ2192| CH4824 AE 54 RM E                            8.837 METERS 08849     |
 CZ2192| CH4825 AE 54 RM S                            8.840 METERS 17850     |
 CZ2192| CZ2286 CHUI                                APPROX. 5.2 KM 3041723.0 |
 CZ2192|---------------------------------------------------------------------|
 CZ2192
 CZ2192                          SUPERSEDED SURVEY CONTROL
 CZ2192
 CZ2192  NAD 83(1986)-  32 44 00.67179(N)    111 44 23.72957(W) AD(       ) 1
 CZ2192  NAD 27      -  32 44 00.45882(N)    111 44 21.27525(W) AD(       ) 1
 CZ2192  NGVD 29 (07/19/86)  451.43   (m)         1481.1    (f) LEVELING    3  
 CZ2192
 CZ2192.Superseded values are not recommended for survey control.
 CZ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2192.See file dsdata.txt to determine how the superseded data were derived.
 CZ2192
 CZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3067121988(NAD 83)
 CZ2192_MARKER: DD = SURVEY DISK
 CZ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2192
 CZ2192  HISTORY     - Date     Condition        Report By
 CZ2192  HISTORY     - 1966     MONUMENTED       DMA
 CZ2192
 CZ2192                          STATION DESCRIPTION
 CZ2192
 CZ2192'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2192'T-8-S.  R-6-E.  IN SECTION 16 NEAR THE NORTHWEST CORNER.
 CZ2192'
 CZ2192'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2192'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2192'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2192'IS STAMPED--AE 54 1966 ARMY MAP SERVICE.
 CZ2192'
 CZ2192'THE STATION MARK IS LOCATED 51 FEET EAST OF THE NORTH-SOUTH
 CZ2192'FENCE.  54 FEET EAST OF THE NORTH-SOUTH POWER LINE.  91 FEET
 CZ2192'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  82 FEET
 CZ2192'SOUTH OF THE EAST-WEST FENCE.
 CZ2192'
 CZ2192'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2192'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2192'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2192'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO THE
 CZ2192'PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN LEFT AND
 CZ2192'GO EAST 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR
 CZ2192'2.0 MILES TO T ROAD WEST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2193 ***********************************************************************
 CZ2193  DESIGNATION -  AE 55
 CZ2193  PID         -  CZ2193
 CZ2193  STATE/COUNTY-  AZ/PINAL
 CZ2193  USGS QUAD   -  ELOY NW (1981)
 CZ2193
 CZ2193                         *CURRENT SURVEY CONTROL
 CZ2193  ___________________________________________________________________
 CZ2193* NAD 83(1992)-  32 43 09.75247(N)    111 44 24.06361(W)     ADJUSTED  
 CZ2193* NAVD 88     -       455.84   (+/-2cm)    1495.5    (feet)  VERTCON   
 CZ2193  ___________________________________________________________________
 CZ2193  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2193  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2193
 CZ2193  HORZ ORDER  -  FIRST
 CZ2193  VERT ORDER  -  THIRD ? (See Below)
 CZ2193
 CZ2193.The horizontal coordinates were established by classical geodetic methods
 CZ2193.and adjusted by the National Geodetic Survey in August 1993..
 CZ2193
 CZ2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2193.The vertical order pertains to the NGVD 29 superseded value.
 CZ2193
 CZ2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2193
 CZ2193.The geoid height was determined by GEOID03.
 CZ2193
 CZ2193;                    North         East     Units Scale Factor Converg.
 CZ2193;SPC AZ C     -   190,646.664   229,918.833   MT  0.99990338   +0 05 43.7
 CZ2193;SPC AZ C     -   625,481.18    754,326.88   iFT  0.99990338   +0 05 43.7
 CZ2193;UTM  12      - 3,620,419.683   430,651.815   MT  0.99965930   -0 24 00.1
 CZ2193
 CZ2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2193!SPC AZ C     -   0.99993318  x   0.99990338  =   0.99983657
 CZ2193!UTM  12      -   0.99993318  x   0.99965930  =   0.99959251
 CZ2193
 CZ2193|---------------------------------------------------------------------|
 CZ2193| PID    Reference Object                     Distance      Geod. Az  |
 CZ2193|                                                           dddmmss.s |
 CZ2193| CH4826 AE 55 RM E                            8.829 METERS 08904     |
 CZ2193| CH4827 AE 55 RM S                            8.838 METERS 17906     |
 CZ2193| CZ2286 CHUI                                APPROX. 6.3 KM 3161645.3 |
 CZ2193|---------------------------------------------------------------------|
 CZ2193
 CZ2193                          SUPERSEDED SURVEY CONTROL
 CZ2193
 CZ2193  NAD 83(1986)-  32 43 09.74666(N)    111 44 24.06353(W) AD(       ) 1
 CZ2193  NAD 27      -  32 43 09.53192(N)    111 44 21.61059(W) AD(       ) 1
 CZ2193  NGVD 29 (07/19/86)  455.25   (m)         1493.6    (f) LEVELING    3  
 CZ2193
 CZ2193.Superseded values are not recommended for survey control.
 CZ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2193.See file dsdata.txt to determine how the superseded data were derived.
 CZ2193
 CZ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3065220420(NAD 83)
 CZ2193_MARKER: DD = SURVEY DISK
 CZ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2193
 CZ2193  HISTORY     - Date     Condition        Report By
 CZ2193  HISTORY     - 1966     MONUMENTED       DMA
 CZ2193
 CZ2193                          STATION DESCRIPTION
 CZ2193
 CZ2193'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2193'T-8-S.  R-6-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ2193'
 CZ2193'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2193'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES
 CZ2193'IN DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2193'GROUND.  THE MARK IS STAMPED--AE 55 1966 ARMY MAP SERVICE.
 CZ2193'
 CZ2193'THE STATION MARK IS LOCATED 62 FEET EAST OF THE NORTH-SOUTH
 CZ2193'FENCE.  64 FEET EAST OF NORTH-SOUTH POWERLINE.  98 FEET EAST
 CZ2193'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  150 FEET NORTH-NORTHEAST
 CZ2193'OF A THREE WAY FENCE CORNER.
 CZ2193'
 CZ2193'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2193'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2193'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2193'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO THE
 CZ2193'PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN LEFT
 CZ2193'AND GO EAST FOR 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND GO
 CZ2193'SOUTH FOR 3.0 MILES TO ROAD WEST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2194 ***********************************************************************
 CZ2194  DESIGNATION -  AE 56
 CZ2194  PID         -  CZ2194
 CZ2194  STATE/COUNTY-  AZ/PINAL
 CZ2194  USGS QUAD   -  ELOY NW (1981)
 CZ2194
 CZ2194                         *CURRENT SURVEY CONTROL
 CZ2194  ___________________________________________________________________
 CZ2194* NAD 83(1992)-  32 42 16.31778(N)    111 44 24.42888(W)     ADJUSTED  
 CZ2194* NAVD 88     -       457.49   (+/-2cm)    1500.9    (feet)  VERTCON   
 CZ2194  ___________________________________________________________________
 CZ2194  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2194  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2194
 CZ2194  HORZ ORDER  -  FIRST
 CZ2194  VERT ORDER  -  THIRD ? (See Below)
 CZ2194
 CZ2194.The horizontal coordinates were established by classical geodetic methods
 CZ2194.and adjusted by the National Geodetic Survey in August 1993..
 CZ2194
 CZ2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2194.The vertical order pertains to the NGVD 29 superseded value.
 CZ2194
 CZ2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2194
 CZ2194.The geoid height was determined by GEOID03.
 CZ2194
 CZ2194;                    North         East     Units Scale Factor Converg.
 CZ2194;SPC AZ C     -   189,000.734   229,912.063   MT  0.99990338   +0 05 43.4
 CZ2194;SPC AZ C     -   620,081.15    754,304.67   iFT  0.99990338   +0 05 43.4
 CZ2194;UTM  12      - 3,618,774.274   430,630.819   MT  0.99965934   -0 23 59.7
 CZ2194
 CZ2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2194!SPC AZ C     -   0.99993293  x   0.99990338  =   0.99983631
 CZ2194!UTM  12      -   0.99993293  x   0.99965934  =   0.99959229
 CZ2194
 CZ2194:                Primary Azimuth Mark                     Grid Az
 CZ2194:SPC AZ C     -  AE 55                                    000 14 08.5
 CZ2194:UTM  12      -  AE 55                                    000 43 51.6
 CZ2194
 CZ2194|---------------------------------------------------------------------|
 CZ2194| PID    Reference Object                     Distance      Geod. Az  |
 CZ2194|                                                           dddmmss.s |
 CZ2194| CZ2193 AE 55                               APPROX. 1.6 KM 0001951.9 |
 CZ2194| CH4828 AE 56 RM E                            8.832 METERS 08915     |
 CZ2194| CH4829 AE 56 RM S                            8.836 METERS 17916     |
 CZ2194|---------------------------------------------------------------------|
 CZ2194
 CZ2194                          SUPERSEDED SURVEY CONTROL
 CZ2194
 CZ2194  NAD 83(1986)-  32 42 16.31197(N)    111 44 24.42867(W) AD(       ) 1
 CZ2194  NAD 27      -  32 42 16.09552(N)    111 44 21.97716(W) AD(       ) 1
 CZ2194  NGVD 29 (07/19/86)  456.91   (m)         1499.0    (f) LEVELING    3  
 CZ2194
 CZ2194.Superseded values are not recommended for survey control.
 CZ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2194.See file dsdata.txt to determine how the superseded data were derived.
 CZ2194
 CZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3063118774(NAD 83)
 CZ2194_MARKER: DD = SURVEY DISK
 CZ2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2194
 CZ2194  HISTORY     - Date     Condition        Report By
 CZ2194  HISTORY     - 1966     MONUMENTED       DMA
 CZ2194
 CZ2194                          STATION DESCRIPTION
 CZ2194
 CZ2194'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2194'T-8-S.  R-6-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2194'
 CZ2194'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2194'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2194'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2194'IS STAMPED--AE 56 1966 ARMY MAP SERVICE.
 CZ2194'
 CZ2194'THE STATION MARK IS LOCATED 95 FEET EAST OF THE ASSUMED
 CZ2194'NORTH-SOUTH SECTION LINE.  389 FEET SOUTH OF WEST-EASTSOUTHEAST
 CZ2194'OF DRAIN.  280 FEET NORTH-NORTHEAST OF A LARGE BUSH AT
 CZ2194'THE CURVE OF A NORTHWEST-SOUTH DEEP DRAIN.
 CZ2194'
 CZ2194'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2194'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES
 CZ2194'TO ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO
 CZ2194'ARIZONA CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH
 CZ2194'FOR 2.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.5
 CZ2194'MILES TO A CURVE SOUTH.  GO SOUTH FOR 0.20 MILE TO A T ROAD
 CZ2194'WEST.  TURN RIGHT AND GO WEST (PASSING THROUGH A GATE IN A
 CZ2194'NORTH-SOUTH FENCE) AND SOUTHWEST ON MAIN ROAD FOR 0.20 MILE TO
 CZ2194'A NORTHWEST-SOUTHEAST FENCE.  GO THROUGH FENCE AND FOLLOW
 CZ2194'TRAIL ON SOUTH SIDE OF FENCE NORTHWEST FOR 0.55 MILE TO A
 CZ2194'FENCE CORNER.  TURN LEFT AND GO DUE SOUTH ON DIM TRAIL
 CZ2194'FOR 0.90 MILE TO THE STATION SITE ON NORTH SIDE OF A WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2196 ***********************************************************************
 CZ2196  DESIGNATION -  AE 57
 CZ2196  PID         -  CZ2196
 CZ2196  STATE/COUNTY-  AZ/PINAL
 CZ2196  USGS QUAD   -  ELOY NW (1981)
 CZ2196
 CZ2196                         *CURRENT SURVEY CONTROL
 CZ2196  ___________________________________________________________________
 CZ2196* NAD 83(1992)-  32 41 24.80838(N)    111 44 28.16446(W)     ADJUSTED  
 CZ2196* NAVD 88     -       460.21   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2196  ___________________________________________________________________
 CZ2196  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2196  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2196
 CZ2196  HORZ ORDER  -  FIRST
 CZ2196  VERT ORDER  -  THIRD ? (See Below)
 CZ2196
 CZ2196.The horizontal coordinates were established by classical geodetic methods
 CZ2196.and adjusted by the National Geodetic Survey in August 1993..
 CZ2196
 CZ2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2196.The vertical order pertains to the NGVD 29 superseded value.
 CZ2196
 CZ2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2196
 CZ2196.The geoid height was determined by GEOID03.
 CZ2196
 CZ2196;                    North         East     Units Scale Factor Converg.
 CZ2196;SPC AZ C     -   187,413.966   229,817.403   MT  0.99990334   +0 05 41.3
 CZ2196;SPC AZ C     -   614,875.22    753,994.10   iFT  0.99990334   +0 05 41.3
 CZ2196;UTM  12      - 3,617,188.770   430,522.475   MT  0.99965952   -0 24 01.1
 CZ2196
 CZ2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2196!SPC AZ C     -   0.99993250  x   0.99990334  =   0.99983585
 CZ2196!UTM  12      -   0.99993250  x   0.99965952  =   0.99959204
 CZ2196
 CZ2196|---------------------------------------------------------------------|
 CZ2196| PID    Reference Object                     Distance      Geod. Az  |
 CZ2196|                                                           dddmmss.s |
 CZ2196| CH4830 AE 57 RM E                            8.838 METERS 08918     |
 CZ2196| CH4831 AE 57 RM S                            8.832 METERS 17917     |
 CZ2196| CZ2226 AA 58X                              APPROX. 6.4 KM 2571759.7 |
 CZ2196|---------------------------------------------------------------------|
 CZ2196
 CZ2196                          SUPERSEDED SURVEY CONTROL
 CZ2196
 CZ2196  NAD 83(1986)-  32 41 24.80257(N)    111 44 28.16412(W) AD(       ) 1
 CZ2196  NAD 27      -  32 41 24.58442(N)    111 44 25.71388(W) AD(       ) 1
 CZ2196  NGVD 29 (07/19/86)  459.63   (m)         1508.0    (f) LEVELING    3  
 CZ2196
 CZ2196.Superseded values are not recommended for survey control.
 CZ2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2196.See file dsdata.txt to determine how the superseded data were derived.
 CZ2196
 CZ2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3052217189(NAD 83)
 CZ2196_MARKER: DD = SURVEY DISK
 CZ2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2196
 CZ2196  HISTORY     - Date     Condition        Report By
 CZ2196  HISTORY     - 1966     MONUMENTED       DMA
 CZ2196
 CZ2196                          STATION DESCRIPTION
 CZ2196
 CZ2196'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2196'T-8-S.  R-6-E.  IN SECTION 29 NEAR THE SOUTHEAST CORNER.
 CZ2196'
 CZ2196'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2196'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2196'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2196'IS STAMPED--AE 57 1966 ARMY MAP SERVICE.
 CZ2196'
 CZ2196'THE STATION MARK IS LOCATED 96 FEET NORTH OF THE CENTERLINE OF
 CZ2196'THE EAST-WEST ROAD.  80 FEET WEST OF THE CENTERLINE OF THE
 CZ2196'NORTH-SOUTH IRRIGATION DITCH.  182 FEET WEST OF THE CENTERLINE
 CZ2196'OF THE NORTH-SOUTH ROAD.  159 FEET WEST OF THE NORTH-SOUTH
 CZ2196'POWER LINE.
 CZ2196'
 CZ2196'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2196'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2196'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2196'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2196'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2196'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT FORK AND
 CZ2196'GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2196'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 1.0
 CZ2196'MILE TO A T ROAD EAST AT A GROUP OF BUILDINGS.  GO 1.0 MILE EAST
 CZ2196'TO A CROSS TRAIL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2197 ***********************************************************************
 CZ2197  DESIGNATION -  AE 58
 CZ2197  PID         -  CZ2197
 CZ2197  STATE/COUNTY-  AZ/PINAL
 CZ2197  USGS QUAD   -  ELOY NW (1981)
 CZ2197
 CZ2197                         *CURRENT SURVEY CONTROL
 CZ2197  ___________________________________________________________________
 CZ2197* NAD 83(1992)-  32 40 32.06199(N)    111 44 28.20425(W)     ADJUSTED  
 CZ2197* NAVD 88     -       465.44   (+/-2cm)    1527.0    (feet)  VERTCON   
 CZ2197  ___________________________________________________________________
 CZ2197  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2197  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2197
 CZ2197  HORZ ORDER  -  FIRST
 CZ2197  VERT ORDER  -  THIRD ? (See Below)
 CZ2197
 CZ2197.The horizontal coordinates were established by classical geodetic methods
 CZ2197.and adjusted by the National Geodetic Survey in August 1993..
 CZ2197
 CZ2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2197.The vertical order pertains to the NGVD 29 superseded value.
 CZ2197
 CZ2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2197
 CZ2197.The geoid height was determined by GEOID03.
 CZ2197
 CZ2197;                    North         East     Units Scale Factor Converg.
 CZ2197;SPC AZ C     -   185,789.259   229,819.054   MT  0.99990334   +0 05 41.1
 CZ2197;SPC AZ C     -   609,544.81    753,999.52   iFT  0.99990334   +0 05 41.1
 CZ2197;UTM  12      - 3,615,564.506   430,510.092   MT  0.99965954   -0 24 00.6
 CZ2197
 CZ2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2197!SPC AZ C     -   0.99993168  x   0.99990334  =   0.99983502
 CZ2197!UTM  12      -   0.99993168  x   0.99965954  =   0.99959124
 CZ2197
 CZ2197|---------------------------------------------------------------------|
 CZ2197| PID    Reference Object                     Distance      Geod. Az  |
 CZ2197|                                                           dddmmss.s |
 CZ2197| CH4832 AE 58 RM E                            8.834 METERS 08904     |
 CZ2197| CZ2178 AG 59X                              APPROX. 5.2 KM 1302117.0 |
 CZ2197| CH4833 AE 58 RM S                            8.845 METERS 17904     |
 CZ2197|---------------------------------------------------------------------|
 CZ2197
 CZ2197                          SUPERSEDED SURVEY CONTROL
 CZ2197
 CZ2197  NAD 83(1986)-  32 40 32.05617(N)    111 44 28.20379(W) AD(       ) 1
 CZ2197  NAD 27      -  32 40 31.83644(N)    111 44 25.75490(W) AD(       ) 1
 CZ2197  NGVD 29 (07/19/86)  464.86   (m)         1525.1    (f) LEVELING    3  
 CZ2197
 CZ2197.Superseded values are not recommended for survey control.
 CZ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2197.See file dsdata.txt to determine how the superseded data were derived.
 CZ2197
 CZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3051015565(NAD 83)
 CZ2197_MARKER: DD = SURVEY DISK
 CZ2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2197
 CZ2197  HISTORY     - Date     Condition        Report By
 CZ2197  HISTORY     - 1966     MONUMENTED       DMA
 CZ2197
 CZ2197                          STATION DESCRIPTION
 CZ2197
 CZ2197'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2197'T-8-S.  R-6-E.  IN SECTION 32 NEAR THE SOUTHEAST CORNER.
 CZ2197'
 CZ2197'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2197'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2197'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2197'IS STAMPED--AE 58 1966 ARMY MAP SERVICE.
 CZ2197'
 CZ2197'THE STATION MARK IS LOCATED IN THE INTERSECTING CENTERLINES
 CZ2197'OF NORTH-SOUTH EAST-WEST ROAD (BLADED).  90 FEET NORTH OF THE
 CZ2197'CENTERLINE OF EAST-WEST TRAIL.  81 FEET NORTH OF SECTION
 CZ2197'CORNER.  191.3 FEET WEST-NORTHWEST OF SECTION CORNER.
 CZ2197'
 CZ2197'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2197'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2197'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2197'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2197'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2197'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2197'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO EAST
 CZ2197'AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR 2.6
 CZ2197'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2197'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  GO EAST 1.0 MILE ON
 CZ2197'A BLADED TRAIL TO A BLADED T TRAIL SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2195 ***********************************************************************
 CZ2195  DESIGNATION -  AE 59
 CZ2195  PID         -  CZ2195
 CZ2195  STATE/COUNTY-  AZ/PINAL
 CZ2195  USGS QUAD   -  ELOY NW (1981)
 CZ2195
 CZ2195                         *CURRENT SURVEY CONTROL
 CZ2195  ___________________________________________________________________
 CZ2195* NAD 83(1992)-  32 39 37.80707(N)    111 44 26.64522(W)     ADJUSTED  
 CZ2195* NAVD 88     -       483.07   (+/-2cm)    1584.9    (feet)  VERTCON   
 CZ2195  ___________________________________________________________________
 CZ2195  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2195  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2195
 CZ2195  HORZ ORDER  -  FIRST
 CZ2195  VERT ORDER  -  THIRD ? (See Below)
 CZ2195
 CZ2195.The horizontal coordinates were established by classical geodetic methods
 CZ2195.and adjusted by the National Geodetic Survey in August 1993..
 CZ2195
 CZ2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2195.The vertical order pertains to the NGVD 29 superseded value.
 CZ2195
 CZ2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2195
 CZ2195.The geoid height was determined by GEOID03.
 CZ2195
 CZ2195;                    North         East     Units Scale Factor Converg.
 CZ2195;SPC AZ C     -   184,118.158   229,862.439   MT  0.99990336   +0 05 41.8
 CZ2195;SPC AZ C     -   604,062.20    754,141.86   iFT  0.99990336   +0 05 41.8
 CZ2195;UTM  12      - 3,613,893.500   430,539.037   MT  0.99965949   -0 23 59.1
 CZ2195
 CZ2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2195!SPC AZ C     -   0.99992891  x   0.99990336  =   0.99983228
 CZ2195!UTM  12      -   0.99992891  x   0.99965949  =   0.99958842
 CZ2195
 CZ2195|---------------------------------------------------------------------|
 CZ2195| PID    Reference Object                     Distance      Geod. Az  |
 CZ2195|                                                           dddmmss.s |
 CZ2195| CH4834 AE 59 RM E                            8.833 METERS 08910     |
 CZ2195| CH4835 AE 59 RM S                            8.832 METERS 17917     |
 CZ2195| CZ2226 AA 58X                              APPROX. 6.5 KM 2865248.1 |
 CZ2195|---------------------------------------------------------------------|
 CZ2195
 CZ2195                          SUPERSEDED SURVEY CONTROL
 CZ2195
 CZ2195  NAD 83(1986)-  32 39 37.80124(N)    111 44 26.64463(W) AD(       ) 1
 CZ2195  NAD 27      -  32 39 37.57996(N)    111 44 24.19714(W) AD(       ) 1
 CZ2195  NGVD 29 (07/19/86)  482.49   (m)         1583.0    (f) LEVELING    3  
 CZ2195
 CZ2195.Superseded values are not recommended for survey control.
 CZ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2195.See file dsdata.txt to determine how the superseded data were derived.
 CZ2195
 CZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3053913894(NAD 83)
 CZ2195_MARKER: DD = SURVEY DISK
 CZ2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2195
 CZ2195  HISTORY     - Date     Condition        Report By
 CZ2195  HISTORY     - 1966     MONUMENTED       DMA
 CZ2195
 CZ2195                          STATION DESCRIPTION
 CZ2195
 CZ2195'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2195'T-9-S.  R-6-E.  IN SECTION 10 AND ABOUT 0.4 MILE SOUTH OF
 CZ2195'NORTHWEST CORNER.
 CZ2195'
 CZ2195'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2195'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2195'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2195'IS STAMPED--AE 59 1966 ARMY MAP SERVICE.
 CZ2195'
 CZ2195'THE STATION MARK IS LOCATED AT THE SOUTH END OF A BLADED
 CZ2195'TRAIL NORTH.  ABOUT 661 FEET NORTH-NORTHEAST OF 1/4
 CZ2195'SEC. CORNER.
 CZ2195'
 CZ2195'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2195'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2195'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2195'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2195'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2195'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND
 CZ2195'GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT FORK AND
 CZ2195'GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE)
 CZ2195'FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR
 CZ2195'2.0 MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN
 CZ2195'LEFT ON BLADED TRAIL AND GO EAST 1.0 MILE TO A T TRAIL
 CZ2195'(BLADED) SOUTH.  GO SOUTH FOR 1.0 MILE ON BLADED TRAIL TO
 CZ2195'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2376 ***********************************************************************
 CZ2376  DESIGNATION -  AF 14
 CZ2376  PID         -  CZ2376
 CZ2376  STATE/COUNTY-  AZ/PIMA
 CZ2376  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2376
 CZ2376                         *CURRENT SURVEY CONTROL
 CZ2376  ___________________________________________________________________
 CZ2376* NAD 83(1992)-  32 23 38.05900(N)    111 16 58.83927(W)     ADJUSTED  
 CZ2376* NAVD 88     -       608.5    (meters)    1996.     (feet)  VERTCON   
 CZ2376  ___________________________________________________________________
 CZ2376  X           -  -1,956,896.980 (meters)                     COMP
 CZ2376  Y           -  -5,023,582.008 (meters)                     COMP
 CZ2376  Z           -   3,397,704.604 (meters)                     COMP
 CZ2376  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CZ2376  ELLIP HEIGHT-         578.77  (meters)          (06/11/02) GPS OBS
 CZ2376  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ2376
 CZ2376  HORZ ORDER  -  FIRST
 CZ2376  ELLP ORDER  -  FOURTH    CLASS II
 CZ2376
 CZ2376.The horizontal coordinates were established by GPS observations
 CZ2376.and adjusted by the National Geodetic Survey in August 1993..
 CZ2376
 CZ2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2376
 CZ2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2376
 CZ2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2376
 CZ2376.The ellipsoidal height was determined by GPS observations
 CZ2376.and is referenced to NAD 83.
 CZ2376
 CZ2376.The geoid height was determined by GEOID03.
 CZ2376
 CZ2376;                    North         East     Units Scale Factor Converg.
 CZ2376;SPC AZ C     -   154,719.521   272,973.286   MT  0.99994381   +0 20 22.1
 CZ2376;SPC AZ C     -   507,609.98    895,581.65   iFT  0.99994381   +0 20 22.1
 CZ2376;UTM  12      - 3,584,133.699   473,382.977   MT  0.99960874   -0 09 05.8
 CZ2376
 CZ2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2376!SPC AZ C     -   0.99990913  x   0.99994381  =   0.99985295
 CZ2376!UTM  12      -   0.99990913  x   0.99960874  =   0.99951791
 CZ2376
 CZ2376                          SUPERSEDED SURVEY CONTROL
 CZ2376
 CZ2376  ELLIP H (08/23/93)  578.84   (m)                       GP(       ) 4 2
 CZ2376  NAD 83(1986)-  32 23 38.05414(N)    111 16 58.83937(W) AD(       ) 1
 CZ2376  NGVD 29 (05/25/90)  608.0    (m)         1995.     (f) GPS OBS        
 CZ2376
 CZ2376.Superseded values are not recommended for survey control.
 CZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2376.See file dsdata.txt to determine how the superseded data were derived.
 CZ2376
 CZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7338384134(NAD 83)
 CZ2376_MARKER: DV = VERTICAL CONTROL DISK
 CZ2376_SETTING: 0 = UNSPECIFIED SETTING
 CZ2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2376+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2376
 CZ2376  HISTORY     - Date     Condition        Report By
 CZ2376  HISTORY     - 1987     MONUMENTED       NGS
 CZ2376  HISTORY     - 19960204 MARK NOT FOUND   USPSQD
 CZ2376
 CZ2376                          STATION DESCRIPTION
 CZ2376
 CZ2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2376'THE STATION IS LOCATED ABOUT 37.0 KM (23 MI)
 CZ2376'NORTHWEST OF SOUTH TUCSON,
 CZ2376'20.9 KM (13 MI) SOUTH-SOUTHEAST OF RED ROCK AND
 CZ2376'9.7 KM (6 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10.
 CZ2376'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2376'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2376'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2376'602-629-6223.
 CZ2376'
 CZ2376'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2376'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2376'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ2376'ROAD LEFT, SANDARIO ROAD.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR
 CZ2376'6.1 KM (3.8 MI) ON AVRA VALLEY ROAD TO A DIRT ROAD LEFT, EL PASO
 CZ2376'GAS ROAD.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.8 KM (0.5 MI)
 CZ2376'ON AVRA VALLEY ROAD TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CZ2376'FOR 26 METERS (85 FT) ON THE DIRT ROAD TO A FENCE ENCLOSED
 CZ2376'EXTENSOMETER ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR
 CZ2376'38 METERS (125 FT) ON THE DIRT ROAD TO THE STATION ON THE RIGHT.
 CZ2376'
 CZ2376'THE STATION IS A STANDARD NGS DISK
 CZ2376'STAMPED---AF 14 1987---,
 CZ2376'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF A
 CZ2376'CONCRETE FOOTING FLUSH WITH GROUND.  LOCATED
 CZ2376'37.73 METERS (123.8 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 CZ2376'CHAIN LINK FENCE AROUND THE EXTENSOMETER,
 CZ2376'13.14 METERS (43.1 FT) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 CZ2376'BLOCK WITH LARGE ENGINE ON TOP,
 CZ2376'7.77 METERS (25.5 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CZ2376'THE DIRT ROAD,
 CZ2376'0.70 METERS (2.3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 CZ2376'0.24 METERS (0.8 FT) EAST-SOUTHEAST FROM THE NORTHWEST CORNER OF
 CZ2376'THE CONCRETE FOOTING.
 CZ2376'
 CZ2376'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2376'
 CZ2376'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2376'
 CZ2376'DESCRIBED BY D.F. CALLAHAN.
 CZ2376
 CZ2376                          STATION RECOVERY (1996)
 CZ2376
 CZ2376'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2377 ***********************************************************************
 CZ2377  DESIGNATION -  AF 17
 CZ2377  PID         -  CZ2377
 CZ2377  STATE/COUNTY-  AZ/PIMA
 CZ2377  USGS QUAD   -  WEST OF AVRA (1989)
 CZ2377
 CZ2377                         *CURRENT SURVEY CONTROL
 CZ2377  ___________________________________________________________________
 CZ2377* NAD 83(1992)-  32 20 07.76412(N)    111 19 18.14215(W)     ADJUSTED  
 CZ2377* NAVD 88     -       631.3    (meters)    2071.     (feet)  VERTCON   
 CZ2377  ___________________________________________________________________
 CZ2377  X           -  -1,961,557.137 (meters)                     COMP
 CZ2377  Y           -  -5,025,507.562 (meters)                     COMP
 CZ2377  Z           -   3,392,244.581 (meters)                     COMP
 CZ2377  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CZ2377  ELLIP HEIGHT-         601.29  (meters)          (06/11/02) GPS OBS
 CZ2377  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ2377
 CZ2377  HORZ ORDER  -  FIRST
 CZ2377  ELLP ORDER  -  FOURTH    CLASS II
 CZ2377
 CZ2377.The horizontal coordinates were established by GPS observations
 CZ2377.and adjusted by the National Geodetic Survey in August 1993..
 CZ2377
 CZ2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2377
 CZ2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2377
 CZ2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2377
 CZ2377.The ellipsoidal height was determined by GPS observations
 CZ2377.and is referenced to NAD 83.
 CZ2377
 CZ2377.The geoid height was determined by GEOID03.
 CZ2377
 CZ2377;                    North         East     Units Scale Factor Converg.
 CZ2377;SPC AZ C     -   148,221.253   269,368.850   MT  0.99993867   +0 19 05.7
 CZ2377;SPC AZ C     -   486,290.20    883,756.07   iFT  0.99993867   +0 19 05.7
 CZ2377;UTM  12      - 3,577,668.681   469,724.232   MT  0.99961130   -0 10 19.5
 CZ2377
 CZ2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2377!SPC AZ C     -   0.99990560  x   0.99993867  =   0.99984427
 CZ2377!UTM  12      -   0.99990560  x   0.99961130  =   0.99951694
 CZ2377
 CZ2377                          SUPERSEDED SURVEY CONTROL
 CZ2377
 CZ2377  ELLIP H (08/23/93)  601.36   (m)                       GP(       ) 4 2
 CZ2377  NAD 83(1986)-  32 20 07.75913(N)    111 19 18.14251(W) AD(       ) 1
 CZ2377  NGVD 29 (05/25/90)  630.7    (m)         2069.     (f) GPS OBS        
 CZ2377
 CZ2377.Superseded values are not recommended for survey control.
 CZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2377.See file dsdata.txt to determine how the superseded data were derived.
 CZ2377
 CZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6972477669(NAD 83)
 CZ2377_MARKER: DV = VERTICAL CONTROL DISK
 CZ2377_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2377+WITH SETTING: PAVEMENT
 CZ2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2377+STABILITY: SURFACE MOTION
 CZ2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2377+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2377
 CZ2377  HISTORY     - Date     Condition        Report By
 CZ2377  HISTORY     - 1987     MONUMENTED       NGS
 CZ2377  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2377
 CZ2377                          STATION DESCRIPTION
 CZ2377
 CZ2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2377'THE STATION IS LOCATED ABOUT 38.6 KM (24 MI)
 CZ2377'NORTHWEST OF SOUTH TUCSON,
 CZ2377'25.7 KM (16 MI) SOUTH OF RED ROCK AND
 CZ2377'17.7 KM (11 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10.
 CZ2377'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2377'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE INFORMATION
 CZ2377'CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE 602-629-6223.
 CZ2377'
 CZ2377'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2377'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2377'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ2377'ROAD LEFT, SANDARIO ROAD.
 CZ2377'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 9.0 KM (5.6 MI) ON AVRA
 CZ2377'VALLEY ROAD TO A PAVED CROSSROAD, TRICO ROAD.
 CZ2377'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.3 KM (1.4 MI) ON AVRA
 CZ2377'VALLEY ROAD TO A PAVED CROSSROAD, ANWAY ROAD.
 CZ2377'TURN LEFT AND GO SOUTH FOR 5.2 KM (3.2 MI) ON ANWAY ROAD TO A PAVED
 CZ2377'ROAD RIGHT, TUCKER ST.
 CZ2377'TURN RIGHT AND GO WEST FOR ABOUT 30 METERS (100 FT) ON TUCKER ST,
 CZ2377'THEN TURN RIGHT AND GO NORTH FOR ABOUT 30 METERS (100 FT) ON A DIRT
 CZ2377'ROAD TO A FENCE ENCLOSED METAL SHED, A LARGE ENGINE ON A CONCRETE
 CZ2377'BLOCK AND THE STATION.
 CZ2377'
 CZ2377'THE STATION IS A STANDARD NGS DISK
 CZ2377'STAMPED---AF 17 1987---,
 CZ2377'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER OF A
 CZ2377'CONCRETE SLAB 2.5 METERS (8.1 FT) BY 2.6 METERS (8.5 FT) WITH LARGE
 CZ2377'PUMP ENGINE ATOP PROJECTING 0.45 METERS ABOVE GROUND.  LOCATED
 CZ2377'34.3 METERS (112.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2377'OF TUCKER ST,
 CZ2377'2.9 METERS (9.5 FT) WEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 CZ2377'FENCE AND
 CZ2377'0.9 METERS (2.8 FT) NORTHEAST FROM THE SOUTHWEST CORNER OF THE
 CZ2377'CONCRETE SLAB.
 CZ2377'
 CZ2377'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2377'
 CZ2377'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2377'
 CZ2377'DESCRIBED BY M.T. LOWE.
 CZ2377
 CZ2377                          STATION RECOVERY (1997)
 CZ2377
 CZ2377'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2129 ***********************************************************************
 CZ2129  DESIGNATION -  AF 43
 CZ2129  PID         -  CZ2129
 CZ2129  STATE/COUNTY-  AZ/PINAL
 CZ2129  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2129
 CZ2129                         *CURRENT SURVEY CONTROL
 CZ2129  ___________________________________________________________________
 CZ2129* NAD 83(1992)-  32 53 38.35905(N)    111 43 20.26076(W)     ADJUSTED  
 CZ2129* NAVD 88     -       427.50   (+/-2cm)    1402.6    (feet)  VERTCON   
 CZ2129  ___________________________________________________________________
 CZ2129  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2129  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2129
 CZ2129  HORZ ORDER  -  FIRST
 CZ2129  VERT ORDER  -  THIRD ? (See Below)
 CZ2129
 CZ2129.The horizontal coordinates were established by classical geodetic methods
 CZ2129.and adjusted by the National Geodetic Survey in August 1993..
 CZ2129
 CZ2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2129.The vertical order pertains to the NGVD 29 superseded value.
 CZ2129
 CZ2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2129
 CZ2129.The geoid height was determined by GEOID03.
 CZ2129
 CZ2129;                    North         East     Units Scale Factor Converg.
 CZ2129;SPC AZ C     -   210,012.435   231,544.577   MT  0.99990408   +0 06 20.0
 CZ2129;SPC AZ C     -   689,017.18    759,660.69   iFT  0.99990408   +0 06 20.0
 CZ2129;UTM  12      - 3,639,765.874   432,444.927   MT  0.99965627   -0 23 32.2
 CZ2129
 CZ2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2129!SPC AZ C     -   0.99993761  x   0.99990408  =   0.99984170
 CZ2129!UTM  12      -   0.99993761  x   0.99965627  =   0.99959390
 CZ2129
 CZ2129|---------------------------------------------------------------------|
 CZ2129| PID    Reference Object                     Distance      Geod. Az  |
 CZ2129|                                                           dddmmss.s |
 CZ2129| CH4836 AF 43 RM E                            8.825 METERS 08918     |
 CZ2129| CZ2047 CASA GRANDE 2                       APPROX. 8.3 KM 1740429.4 |
 CZ2129| CH4837 AF 43 RM S                            8.830 METERS 17917     |
 CZ2129|---------------------------------------------------------------------|
 CZ2129
 CZ2129                          SUPERSEDED SURVEY CONTROL
 CZ2129
 CZ2129  NAD 83(1986)-  32 53 38.35338(N)    111 43 20.26220(W) AD(       ) 1
 CZ2129  NAD 27      -  32 53 38.15515(N)    111 43 17.79432(W) AD(       ) 1
 CZ2129  NGVD 29 (07/19/86)  426.95   (m)         1400.8    (f) LEVELING    3  
 CZ2129
 CZ2129.Superseded values are not recommended for survey control.
 CZ2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2129.See file dsdata.txt to determine how the superseded data were derived.
 CZ2129
 CZ2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3244539766(NAD 83)
 CZ2129_MARKER: DD = SURVEY DISK
 CZ2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2129
 CZ2129  HISTORY     - Date     Condition        Report By
 CZ2129  HISTORY     - 1967     MONUMENTED       DMA
 CZ2129
 CZ2129                          STATION DESCRIPTION
 CZ2129
 CZ2129'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2129'T-6-S.  R-6-E.  IN SECTION 22 NEAR THE NORTHWEST CORNER.
 CZ2129'
 CZ2129'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2129'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2129'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2129'GROUND.  THE MARK IS STAMPED--AF 43 1967 ARMY MAP SERVICE.
 CZ2129'
 CZ2129'THE STATION MARK IS LOCATED 98 FEET SOUTH OF THE CENTERLINE OF
 CZ2129'EAST-WEST ROAD.  71 FEET SOUTH OF THE EAST-WEST POWERLINE.  90
 CZ2129'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2129'
 CZ2129'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2129'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO A
 CZ2129'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2129'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2130 ***********************************************************************
 CZ2130  DESIGNATION -  AF 44
 CZ2130  PID         -  CZ2130
 CZ2130  STATE/COUNTY-  AZ/PINAL
 CZ2130  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2130
 CZ2130                         *CURRENT SURVEY CONTROL
 CZ2130  ___________________________________________________________________
 CZ2130* NAD 83(1992)-  32 52 40.72151(N)    111 43 21.19165(W)     ADJUSTED  
 CZ2130* NAVD 88     -       430.91   (+/-2cm)    1413.7    (feet)  VERTCON   
 CZ2130  ___________________________________________________________________
 CZ2130  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2130  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2130
 CZ2130  HORZ ORDER  -  FIRST
 CZ2130  VERT ORDER  -  THIRD ? (See Below)
 CZ2130
 CZ2130.The horizontal coordinates were established by classical geodetic methods
 CZ2130.and adjusted by the National Geodetic Survey in August 1993..
 CZ2130
 CZ2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2130.The vertical order pertains to the NGVD 29 superseded value.
 CZ2130
 CZ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2130
 CZ2130.The geoid height was determined by GEOID03.
 CZ2130
 CZ2130;                    North         East     Units Scale Factor Converg.
 CZ2130;SPC AZ C     -   208,236.969   231,523.651   MT  0.99990407   +0 06 19.4
 CZ2130;SPC AZ C     -   683,192.16    759,592.03   iFT  0.99990407   +0 06 19.4
 CZ2130;UTM  12      - 3,637,991.096   432,408.588   MT  0.99965633   -0 23 32.1
 CZ2130
 CZ2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2130!SPC AZ C     -   0.99993708  x   0.99990407  =   0.99984115
 CZ2130!UTM  12      -   0.99993708  x   0.99965633  =   0.99959343
 CZ2130
 CZ2130|---------------------------------------------------------------------|
 CZ2130| PID    Reference Object                     Distance      Geod. Az  |
 CZ2130|                                                           dddmmss.s |
 CZ2130| CH4838 AF 44 RM E                            8.836 METERS 08902     |
 CZ2130| CZ2047 CASA GRANDE 2                       APPROX. 6.5 KM 1721449.2 |
 CZ2130| CH4839 AF 44 RM S                            8.838 METERS 17900     |
 CZ2130|---------------------------------------------------------------------|
 CZ2130
 CZ2130                          SUPERSEDED SURVEY CONTROL
 CZ2130
 CZ2130  NAD 83(1986)-  32 52 40.71585(N)    111 43 21.19296(W) AD(       ) 1
 CZ2130  NAD 27      -  32 52 40.51596(N)    111 43 18.72677(W) AD(       ) 1
 CZ2130  NGVD 29 (07/19/86)  430.36   (m)         1411.9    (f) LEVELING    3  
 CZ2130
 CZ2130.Superseded values are not recommended for survey control.
 CZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2130.See file dsdata.txt to determine how the superseded data were derived.
 CZ2130
 CZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3240937991(NAD 83)
 CZ2130_MARKER: DD = SURVEY DISK
 CZ2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2130
 CZ2130  HISTORY     - Date     Condition        Report By
 CZ2130  HISTORY     - 1967     MONUMENTED       DMA
 CZ2130
 CZ2130                          STATION DESCRIPTION
 CZ2130
 CZ2130'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2130'T-6-S.  R-6-E.  IN SECTION 27 NEAR THE NORTHWEST CORNER.
 CZ2130'
 CZ2130'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2130'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2130'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2130'IS STAMPED--AF 44 1967 ARMY MAP SERVICE.
 CZ2130'
 CZ2130'THE STATION MARK IS LOCATED 578 FEET SOUTH OF THE CENTERLINE OF
 CZ2130'EAST-WEST ROAD.  55 FEET EAST OF THE NORTH-SOUTH POWER LINE.  83
 CZ2130'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  50 FEET EAST OF
 CZ2130'THE NORTH-SOUTH FENCE.  83 FEET NORTH OF THE EAST-WEST FENCE.
 CZ2130'
 CZ2130'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2130'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO A
 CZ2130'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2097 ***********************************************************************
 CZ2097  DESIGNATION -  AF 45
 CZ2097  PID         -  CZ2097
 CZ2097  STATE/COUNTY-  AZ/PINAL
 CZ2097  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2097
 CZ2097                         *CURRENT SURVEY CONTROL
 CZ2097  ___________________________________________________________________
 CZ2097* NAD 83(1992)-  32 51 52.98152(N)    111 43 21.71803(W)     ADJUSTED  
 CZ2097* NAVD 88     -       433.46   (+/-2cm)    1422.1    (feet)  VERTCON   
 CZ2097  ___________________________________________________________________
 CZ2097  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2097  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2097
 CZ2097  HORZ ORDER  -  FIRST
 CZ2097  VERT ORDER  -  THIRD ? (See Below)
 CZ2097
 CZ2097.The horizontal coordinates were established by classical geodetic methods
 CZ2097.and adjusted by the National Geodetic Survey in August 1993..
 CZ2097
 CZ2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2097.The vertical order pertains to the NGVD 29 superseded value.
 CZ2097
 CZ2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2097
 CZ2097.The geoid height was determined by GEOID03.
 CZ2097
 CZ2097;                    North         East     Units Scale Factor Converg.
 CZ2097;SPC AZ C     -   206,766.402   231,512.671   MT  0.99990406   +0 06 18.9
 CZ2097;SPC AZ C     -   678,367.46    759,556.01   iFT  0.99990406   +0 06 18.9
 CZ2097;UTM  12      - 3,636,521.044   432,384.844   MT  0.99965637   -0 23 31.9
 CZ2097
 CZ2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2097!SPC AZ C     -   0.99993668  x   0.99990406  =   0.99984074
 CZ2097!UTM  12      -   0.99993668  x   0.99965637  =   0.99959307
 CZ2097
 CZ2097|---------------------------------------------------------------------|
 CZ2097| PID    Reference Object                     Distance      Geod. Az  |
 CZ2097|                                                           dddmmss.s |
 CZ2097| CH4840 AF 45 RM E                            8.831 METERS 08848     |
 CZ2097| CZ2047 CASA GRANDE 2                       APPROX. 5.1 KM 1695030.1 |
 CZ2097| CH4841 AF 45 RM S                            8.831 METERS 17847     |
 CZ2097|---------------------------------------------------------------------|
 CZ2097
 CZ2097                          SUPERSEDED SURVEY CONTROL
 CZ2097
 CZ2097  NAD 83(1986)-  32 51 52.97585(N)    111 43 21.71924(W) AD(       ) 1
 CZ2097  NAD 27      -  32 51 52.77460(N)    111 43 19.25447(W) AD(       ) 1
 CZ2097  NGVD 29 (07/19/86)  432.92   (m)         1420.3    (f) LEVELING    3  
 CZ2097
 CZ2097.Superseded values are not recommended for survey control.
 CZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2097.See file dsdata.txt to determine how the superseded data were derived.
 CZ2097
 CZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3238536521(NAD 83)
 CZ2097_MARKER: DD = SURVEY DISK
 CZ2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2097
 CZ2097  HISTORY     - Date     Condition        Report By
 CZ2097  HISTORY     - 1967     MONUMENTED       DMA
 CZ2097
 CZ2097                          STATION DESCRIPTION
 CZ2097
 CZ2097'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2097'T-6-S.  R-6-E.  IN SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ2097'
 CZ2097'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2097'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2097'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2097'STAMPED--AF 45 1967 ARMY MAP SERVICE.
 CZ2097'
 CZ2097'THE STATION MARK IS LOCATED 35 FEET EAST OF THE NORTH-SOUTH
 CZ2097'FENCE.  55 FEET SOUTH OF THE EAST-WEST FENCE.  35 FEET EAST
 CZ2097'OF THE NORTH-SOUTH POWER LINE.  64 FEET EAST OF THE NORTH-SOUTH
 CZ2097'ROAD.  58 FEET SOUTH OF THE EAST-WEST POWER LINE.  85 FEET
 CZ2097'SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2097'
 CZ2097'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2097'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO
 CZ2097'A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 CZ2097'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2098 ***********************************************************************
 CZ2098  DESIGNATION -  AF 46
 CZ2098  PID         -  CZ2098
 CZ2098  STATE/COUNTY-  AZ/PINAL
 CZ2098  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2098
 CZ2098                         *CURRENT SURVEY CONTROL
 CZ2098  ___________________________________________________________________
 CZ2098* NAD 83(1992)-  32 51 02.33210(N)    111 43 21.77651(W)     ADJUSTED  
 CZ2098* NAVD 88     -       436.26   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2098  ___________________________________________________________________
 CZ2098  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2098  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2098
 CZ2098  HORZ ORDER  -  FIRST
 CZ2098  VERT ORDER  -  THIRD ? (See Below)
 CZ2098
 CZ2098.The horizontal coordinates were established by classical geodetic methods
 CZ2098.and adjusted by the National Geodetic Survey in August 1993..
 CZ2098
 CZ2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2098.The vertical order pertains to the NGVD 29 superseded value.
 CZ2098
 CZ2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2098
 CZ2098.The geoid height was determined by GEOID03.
 CZ2098
 CZ2098;                    North         East     Units Scale Factor Converg.
 CZ2098;SPC AZ C     -   205,206.241   231,514.017   MT  0.99990406   +0 06 18.8
 CZ2098;SPC AZ C     -   673,248.82    759,560.42   iFT  0.99990406   +0 06 18.8
 CZ2098;UTM  12      - 3,634,961.316   432,372.649   MT  0.99965639   -0 23 31.4
 CZ2098
 CZ2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2098!SPC AZ C     -   0.99993624  x   0.99990406  =   0.99984030
 CZ2098!UTM  12      -   0.99993624  x   0.99965639  =   0.99959265
 CZ2098
 CZ2098|---------------------------------------------------------------------|
 CZ2098| PID    Reference Object                     Distance      Geod. Az  |
 CZ2098|                                                           dddmmss.s |
 CZ2098| CH4842 AF 46 RM E                            8.831 METERS 08858     |
 CZ2098| CZ2093 AF 47                               APPROX. 1.7 KM 1781327.1 |
 CZ2098| CH4843 AF 46 RM S                            8.829 METERS 17849     |
 CZ2098|---------------------------------------------------------------------|
 CZ2098
 CZ2098                          SUPERSEDED SURVEY CONTROL
 CZ2098
 CZ2098  NAD 83(1986)-  32 51 02.32642(N)    111 43 21.77760(W) AD(       ) 1
 CZ2098  NAD 27      -  32 51 02.12374(N)    111 43 19.31432(W) AD(       ) 1
 CZ2098  NGVD 29 (07/19/86)  435.72   (m)         1429.5    (f) LEVELING    3  
 CZ2098
 CZ2098.Superseded values are not recommended for survey control.
 CZ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2098.See file dsdata.txt to determine how the superseded data were derived.
 CZ2098
 CZ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3237334961(NAD 83)
 CZ2098_MARKER: DD = SURVEY DISK
 CZ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2098
 CZ2098  HISTORY     - Date     Condition        Report By
 CZ2098  HISTORY     - 1967     MONUMENTED       DMA
 CZ2098
 CZ2098                          STATION DESCRIPTION
 CZ2098
 CZ2098'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2098'T-6-S.  R-6-E.  IN SECTION 34 NEAR THE SOUTHWEST CORNER.
 CZ2098'
 CZ2098'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2098'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2098'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2098'IS STAMPED--AF 46 1967 ARMY MAP SERVICE.
 CZ2098'
 CZ2098'THE STATION MARK IS LOCATED 49.0 FEET EAST OF NORTH-SOUTH
 CZ2098'FENCE.  57.0 FEET EAST OF NORTH-SOUTH POWERLINE.  83.0 FEET EAST
 CZ2098'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  96.0 FEET NORTH OF
 CZ2098'EXTENDED CENTERLINE OF ROAD WEST.
 CZ2098'
 CZ2098'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2098'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A
 CZ2098'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO
 CZ2098'A T ROAD WEST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2093 ***********************************************************************
 CZ2093  DESIGNATION -  AF 47
 CZ2093  PID         -  CZ2093
 CZ2093  STATE/COUNTY-  AZ/PINAL
 CZ2093  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2093
 CZ2093                         *CURRENT SURVEY CONTROL
 CZ2093  ___________________________________________________________________
 CZ2093* NAD 83(1992)-  32 50 08.10759(N)    111 43 19.78515(W)     ADJUSTED  
 CZ2093* NAVD 88     -       442.38   (+/-2cm)    1451.4    (feet)  VERTCON   
 CZ2093  ___________________________________________________________________
 CZ2093  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CZ2093  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2093
 CZ2093  HORZ ORDER  -  FIRST
 CZ2093  VERT ORDER  -  THIRD ? (See Below)
 CZ2093
 CZ2093.The horizontal coordinates were established by classical geodetic methods
 CZ2093.and adjusted by the National Geodetic Survey in August 1993..
 CZ2093
 CZ2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2093.The vertical order pertains to the NGVD 29 superseded value.
 CZ2093
 CZ2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2093
 CZ2093.The geoid height was determined by GEOID03.
 CZ2093
 CZ2093;                    North         East     Units Scale Factor Converg.
 CZ2093;SPC AZ C     -   203,536.057   231,568.868   MT  0.99990409   +0 06 19.7
 CZ2093;SPC AZ C     -   667,769.22    759,740.38   iFT  0.99990409   +0 06 19.7
 CZ2093;UTM  12      - 3,633,291.134   432,412.996   MT  0.99965632   -0 23 29.7
 CZ2093
 CZ2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2093!SPC AZ C     -   0.99993528  x   0.99990409  =   0.99983937
 CZ2093!UTM  12      -   0.99993528  x   0.99965632  =   0.99959162
 CZ2093
 CZ2093|---------------------------------------------------------------------|
 CZ2093| PID    Reference Object                     Distance      Geod. Az  |
 CZ2093|                                                           dddmmss.s |
 CZ2093| CH4844 AF 47 RM E                            8.831 METERS 08905     |
 CZ2093| CZ2047 CASA GRANDE 2                       APPROX. 1.9 KM 1541337.7 |
 CZ2093| CH4845 AF 47 RM S                            8.818 METERS 17904     |
 CZ2093|---------------------------------------------------------------------|
 CZ2093
 CZ2093                          SUPERSEDED SURVEY CONTROL
 CZ2093
 CZ2093  NAD 83(1986)-  32 50 08.10190(N)    111 43 19.78610(W) AD(       ) 1
 CZ2093  NAD 27      -  32 50 07.89766(N)    111 43 17.32446(W) AD(       ) 1
 CZ2093  NGVD 29 (07/19/86)  441.83   (m)         1449.6    (f) LEVELING    3  
 CZ2093
 CZ2093.Superseded values are not recommended for survey control.
 CZ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2093.See file dsdata.txt to determine how the superseded data were derived.
 CZ2093
 CZ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3241333291(NAD 83)
 CZ2093_MARKER: DD = SURVEY DISK
 CZ2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2093
 CZ2093  HISTORY     - Date     Condition        Report By
 CZ2093  HISTORY     - 1967     MONUMENTED       DMA
 CZ2093
 CZ2093                          STATION DESCRIPTION
 CZ2093
 CZ2093'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2093'T-7-S.  R-6-E.  IN SECTION 10 NEAR THE NORTHWEST CORNER.
 CZ2093'
 CZ2093'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2093'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2093'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2093'IS STAMPED--AF 47 1967 ARMY MAP SERVICE.
 CZ2093'
 CZ2093'THE STATION MARK IS LOCATED 64 FEET SOUTH OF THE CENTERLINE
 CZ2093'OF THE EAST-WEST ROAD.  204 FEET EAST OF THE CENTERLINE OF THE
 CZ2093'NORTH-SOUTH ROAD.  31 FEET NORTH OF THE EAST-WEST INTERSTATE
 CZ2093'FENCE.
 CZ2093'
 CZ2093'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2093'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A NORTH-SOUTH
 CZ2093'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.45 MILES TO A T
 CZ2093'INTERSECTION AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2091 ***********************************************************************
 CZ2091  DESIGNATION -  AF 48
 CZ2091  PID         -  CZ2091
 CZ2091  STATE/COUNTY-  AZ/PINAL
 CZ2091  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2091
 CZ2091                         *CURRENT SURVEY CONTROL
 CZ2091  ___________________________________________________________________
 CZ2091* NAD 83(1992)-  32 49 15.14512(N)    111 43 18.55591(W)     ADJUSTED  
 CZ2091* NAVD 88     -       480.17   (+/-2cm)    1575.4    (feet)  VERTCON   
 CZ2091  ___________________________________________________________________
 CZ2091  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CZ2091  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2091
 CZ2091  HORZ ORDER  -  FIRST
 CZ2091  VERT ORDER  -  THIRD ? (See Below)
 CZ2091
 CZ2091.The horizontal coordinates were established by classical geodetic methods
 CZ2091.and adjusted by the National Geodetic Survey in August 1993..
 CZ2091
 CZ2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2091.The vertical order pertains to the NGVD 29 superseded value.
 CZ2091
 CZ2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2091
 CZ2091.The geoid height was determined by GEOID03.
 CZ2091
 CZ2091;                    North         East     Units Scale Factor Converg.
 CZ2091;SPC AZ C     -   201,904.717   231,603.841   MT  0.99990410   +0 06 20.2
 CZ2091;SPC AZ C     -   662,417.05    759,855.12   iFT  0.99990410   +0 06 20.2
 CZ2091;UTM  12      - 3,631,659.955   432,433.814   MT  0.99965629   -0 23 28.5
 CZ2091
 CZ2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2091!SPC AZ C     -   0.99992935  x   0.99990410  =   0.99983345
 CZ2091!UTM  12      -   0.99992935  x   0.99965629  =   0.99958566
 CZ2091
 CZ2091|---------------------------------------------------------------------|
 CZ2091| PID    Reference Object                     Distance      Geod. Az  |
 CZ2091|                                                           dddmmss.s |
 CZ2091| CH4847 AF 48 RM E                           10.987 METERS 07853     |
 CZ2091| CZ2286 CHUI                                APPROX. 9.0 KM 2215254.7 |
 CZ2091| CH4846 AF 48 RM                              8.912 METERS 24406     |
 CZ2091| CZ2092 AF 48 ECC                            13.330 METERS 34240     |
 CZ2091|---------------------------------------------------------------------|
 CZ2091
 CZ2091                          SUPERSEDED SURVEY CONTROL
 CZ2091
 CZ2091  NAD 83(1986)-  32 49 15.13937(N)    111 43 18.55673(W) AD(       ) 1
 CZ2091  NAD 27      -  32 49 14.93374(N)    111 43 16.09600(W) AD(       ) 1
 CZ2091  NGVD 29 (07/19/86)  479.60   (m)         1573.5    (f) LEVELING    3  
 CZ2091
 CZ2091.Superseded values are not recommended for survey control.
 CZ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2091.See file dsdata.txt to determine how the superseded data were derived.
 CZ2091
 CZ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3243431660(NAD 83)
 CZ2091_MARKER: DD = SURVEY DISK
 CZ2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2091
 CZ2091  HISTORY     - Date     Condition        Report By
 CZ2091  HISTORY     - 1966     MONUMENTED       DMA
 CZ2091
 CZ2091                          STATION DESCRIPTION
 CZ2091
 CZ2091'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2091'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2091'
 CZ2091'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2091'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2091'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2091'IS STAMPED--AF 48 1966 ARMY MAP SERVICE.  THE MARK AND POST
 CZ2091'ARE AT THE CENTER OF A TWO FEET DIAMETER CONCRETE SLAB.
 CZ2091'
 CZ2091'THE STATION MARK IS LOCATED APPROXIMATELY 185 FEET SOUTH OF
 CZ2091'THE EAST-WEST SECTION LINE.  APPROXIMATELY 274 FEET EAST OF
 CZ2091'THE NORTH-SOUTH SECTION LINE.  51 FEET SOUTH OF THE EAST-WEST
 CZ2091'TRAIL.  THE REFERENCE MARK IS A CORPS OF ENGINEERS, U.S. ARMY
 CZ2091'DISK CEMENTED IN THE TOP CENTER OF THE NORTH PANEL SEGMENT, 1
 CZ2091'FOOT SOUTH OF THE NORTH EDGE.
 CZ2091'
 CZ2091'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2091'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2091'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2091'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO DUE EAST FOR 1.0
 CZ2091'MILE TO END OF TRUCK TRAVEL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2094 ***********************************************************************
 CZ2094  DESIGNATION -  AF 49
 CZ2094  PID         -  CZ2094
 CZ2094  STATE/COUNTY-  AZ/PINAL
 CZ2094  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2094
 CZ2094                         *CURRENT SURVEY CONTROL
 CZ2094  ___________________________________________________________________
 CZ2094* NAD 83(1992)-  32 48 25.20031(N)    111 43 19.82462(W)     ADJUSTED  
 CZ2094* NAVD 88     -       451.35   (+/-2cm)    1480.8    (feet)  VERTCON   
 CZ2094  ___________________________________________________________________
 CZ2094  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2094  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2094
 CZ2094  HORZ ORDER  -  FIRST
 CZ2094  VERT ORDER  -  THIRD ? (See Below)
 CZ2094
 CZ2094.The horizontal coordinates were established by classical geodetic methods
 CZ2094.and adjusted by the National Geodetic Survey in August 1993..
 CZ2094
 CZ2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2094.The vertical order pertains to the NGVD 29 superseded value.
 CZ2094
 CZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2094
 CZ2094.The geoid height was determined by GEOID03.
 CZ2094
 CZ2094;                    North         East     Units Scale Factor Converg.
 CZ2094;SPC AZ C     -   200,366.212   231,573.674   MT  0.99990409   +0 06 19.4
 CZ2094;SPC AZ C     -   657,369.46    759,756.15   iFT  0.99990409   +0 06 19.4
 CZ2094;UTM  12      - 3,630,122.152   432,390.319   MT  0.99965636   -0 23 28.7
 CZ2094
 CZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2094!SPC AZ C     -   0.99993387  x   0.99990409  =   0.99983797
 CZ2094!UTM  12      -   0.99993387  x   0.99965636  =   0.99959026
 CZ2094
 CZ2094:                Primary Azimuth Mark                     Grid Az
 CZ2094:SPC AZ C     -  CASA GRANDE 2                            030 22 53.6
 CZ2094:UTM  12      -  CASA GRANDE 2                            030 52 41.7
 CZ2094
 CZ2094|---------------------------------------------------------------------|
 CZ2094| PID    Reference Object                     Distance      Geod. Az  |
 CZ2094|                                                           dddmmss.s |
 CZ2094| CZ2047 CASA GRANDE 2                       APPROX. 1.7 KM 0302913.0 |
 CZ2094| CH4848 AF 49 RM E                            8.832 METERS 08908     |
 CZ2094| CH4849 AF 49 RM S                            8.827 METERS 17907     |
 CZ2094|---------------------------------------------------------------------|
 CZ2094
 CZ2094                          SUPERSEDED SURVEY CONTROL
 CZ2094
 CZ2094  NAD 83(1986)-  32 48 25.19462(N)    111 43 19.82530(W) AD(       ) 1
 CZ2094  NAD 27      -  32 48 24.98800(N)    111 43 17.36588(W) AD(       ) 1
 CZ2094  NGVD 29 (07/19/86)  450.76   (m)         1478.9    (f) LEVELING    3  
 CZ2094
 CZ2094.Superseded values are not recommended for survey control.
 CZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2094.See file dsdata.txt to determine how the superseded data were derived.
 CZ2094
 CZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3239030122(NAD 83)
 CZ2094_MARKER: DD = SURVEY DISK
 CZ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2094
 CZ2094  HISTORY     - Date     Condition        Report By
 CZ2094  HISTORY     - 1966     MONUMENTED       DMA
 CZ2094
 CZ2094                          STATION DESCRIPTION
 CZ2094
 CZ2094'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2094'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2094'
 CZ2094'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2094'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2094'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2094'IS STAMPED--AF 49 1966 ARMY MAP SERVICE.
 CZ2094'
 CZ2094'THE STATION MARK IS LOCATED 142 FEET EAST OF THE CENTERLINE
 CZ2094'OF NORTH-SOUTH ROAD 72 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2094'TRAIL.
 CZ2094'
 CZ2094'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2094'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2094'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2094'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST FOR
 CZ2094'1.25 MILES TO A T ROAD EAST AT THE SOUTH SIDE OF THE CASA
 CZ2094'GRANDE TRAP CLUB.  TURN LEFT AND GO EAST FOR 0.25 MILE TO A T
 CZ2094'INTERSECTION AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2095 ***********************************************************************
 CZ2095  DESIGNATION -  AF 50
 CZ2095  PID         -  CZ2095
 CZ2095  STATE/COUNTY-  AZ/PINAL
 CZ2095  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2095
 CZ2095                         *CURRENT SURVEY CONTROL
 CZ2095  ___________________________________________________________________
 CZ2095* NAD 83(1992)-  32 47 32.69403(N)    111 43 20.59919(W)     ADJUSTED  
 CZ2095* NAVD 88     -       444.91   (+/-2cm)    1459.7    (feet)  VERTCON   
 CZ2095  ___________________________________________________________________
 CZ2095  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CZ2095  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2095
 CZ2095  HORZ ORDER  -  FIRST
 CZ2095  VERT ORDER  -  THIRD ? (See Below)
 CZ2095
 CZ2095.The horizontal coordinates were established by classical geodetic methods
 CZ2095.and adjusted by the National Geodetic Survey in August 1993..
 CZ2095
 CZ2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2095.The vertical order pertains to the NGVD 29 superseded value.
 CZ2095
 CZ2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2095
 CZ2095.The geoid height was determined by GEOID03.
 CZ2095
 CZ2095;                    North         East     Units Scale Factor Converg.
 CZ2095;SPC AZ C     -   198,748.835   231,556.495   MT  0.99990408   +0 06 18.8
 CZ2095;SPC AZ C     -   652,063.11    759,699.79   iFT  0.99990408   +0 06 18.8
 CZ2095;UTM  12      - 3,628,505.385   432,359.132   MT  0.99965641   -0 23 28.5
 CZ2095
 CZ2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2095!SPC AZ C     -   0.99993489  x   0.99990408  =   0.99983897
 CZ2095!UTM  12      -   0.99993489  x   0.99965641  =   0.99959132
 CZ2095
 CZ2095:                Primary Azimuth Mark                     Grid Az
 CZ2095:SPC AZ C     -  CASA GRANDE 2                            015 41 09.8
 CZ2095:UTM  12      -  CASA GRANDE 2                            016 10 57.1
 CZ2095
 CZ2095|---------------------------------------------------------------------|
 CZ2095| PID    Reference Object                     Distance      Geod. Az  |
 CZ2095|                                                           dddmmss.s |
 CZ2095| CZ2047 CASA GRANDE 2                       APPROX. 3.2 KM 0154728.6 |
 CZ2095| CH4850 AF 50 RM E                            8.831 METERS 08919     |
 CZ2095| CH4851 AF 50 RM S                            8.833 METERS 17923     |
 CZ2095|---------------------------------------------------------------------|
 CZ2095
 CZ2095                          SUPERSEDED SURVEY CONTROL
 CZ2095
 CZ2095  NAD 83(1986)-  32 47 32.68833(N)    111 43 20.59974(W) AD(       ) 1
 CZ2095  NAD 27      -  32 47 32.48024(N)    111 43 18.14165(W) AD(       ) 1
 CZ2095  NGVD 29 (07/19/86)  444.31   (m)         1457.7    (f) LEVELING    3  
 CZ2095
 CZ2095.Superseded values are not recommended for survey control.
 CZ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2095.See file dsdata.txt to determine how the superseded data were derived.
 CZ2095
 CZ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3235928505(NAD 83)
 CZ2095_MARKER: DD = SURVEY DISK
 CZ2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2095
 CZ2095  HISTORY     - Date     Condition        Report By
 CZ2095  HISTORY     - 1966     MONUMENTED       DMA
 CZ2095
 CZ2095                          STATION DESCRIPTION
 CZ2095
 CZ2095'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2095'T-7-S.  R-6-E.  IN SECTION 22 NEAR THE SOUTHWEST CORNER.
 CZ2095'
 CZ2095'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2095'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2095'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2095'IS STAMPED.  AF 50 1966 ARMY MAP SERVICE.
 CZ2095'
 CZ2095'THE MARK IS LOCATED 84 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2095'ROAD AND 90 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2095'
 CZ2095'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2095'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2095'FLORENCE STREET.  TURN RIGHT (CHUICHU ROAD) AND GO SOUTHWEST
 CZ2095'AND SOUTH FOR 6.0 MILES TO CROSSROAD.  TURN LEFT AND GO EAST
 CZ2095'2.0 MILES TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2096 ***********************************************************************
 CZ2096  DESIGNATION -  AF 51
 CZ2096  PID         -  CZ2096
 CZ2096  STATE/COUNTY-  AZ/PINAL
 CZ2096  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2096
 CZ2096                         *CURRENT SURVEY CONTROL
 CZ2096  ___________________________________________________________________
 CZ2096* NAD 83(1992)-  32 46 39.91902(N)    111 43 20.63141(W)     ADJUSTED  
 CZ2096* NAVD 88     -       446.63   (+/-2cm)    1465.3    (feet)  VERTCON   
 CZ2096  ___________________________________________________________________
 CZ2096  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CZ2096  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2096
 CZ2096  HORZ ORDER  -  FIRST
 CZ2096  VERT ORDER  -  THIRD ? (See Below)
 CZ2096
 CZ2096.The horizontal coordinates were established by classical geodetic methods
 CZ2096.and adjusted by the National Geodetic Survey in August 1993..
 CZ2096
 CZ2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2096.The vertical order pertains to the NGVD 29 superseded value.
 CZ2096
 CZ2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2096
 CZ2096.The geoid height was determined by GEOID03.
 CZ2096
 CZ2096;                    North         East     Units Scale Factor Converg.
 CZ2096;SPC AZ C     -   197,123.219   231,558.642   MT  0.99990408   +0 06 18.6
 CZ2096;SPC AZ C     -   646,729.72    759,706.83   iFT  0.99990408   +0 06 18.6
 CZ2096;UTM  12      - 3,626,880.214   432,347.198   MT  0.99965643   -0 23 28.0
 CZ2096
 CZ2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2096!SPC AZ C     -   0.99993462  x   0.99990408  =   0.99983870
 CZ2096!UTM  12      -   0.99993462  x   0.99965643  =   0.99959107
 CZ2096
 CZ2096:                Primary Azimuth Mark                     Grid Az
 CZ2096:SPC AZ C     -  CASA GRANDE 2                            010 21 11.7
 CZ2096:UTM  12      -  CASA GRANDE 2                            010 50 58.3
 CZ2096
 CZ2096|---------------------------------------------------------------------|
 CZ2096| PID    Reference Object                     Distance      Geod. Az  |
 CZ2096|                                                           dddmmss.s |
 CZ2096| CZ2047 CASA GRANDE 2                       APPROX. 4.8 KM 0102730.3 |
 CZ2096| CH4852 AF 51 RM E                            8.816 METERS 08909     |
 CZ2096| CH4853 AF 51 RM S                            8.830 METERS 17909     |
 CZ2096|---------------------------------------------------------------------|
 CZ2096
 CZ2096                          SUPERSEDED SURVEY CONTROL
 CZ2096
 CZ2096  NAD 83(1986)-  32 46 39.91331(N)    111 43 20.63183(W) AD(       ) 1
 CZ2096  NAD 27      -  32 46 39.70366(N)    111 43 18.17525(W) AD(       ) 1
 CZ2096  NGVD 29 (07/19/86)  446.04   (m)         1463.4    (f) LEVELING    3  
 CZ2096
 CZ2096.Superseded values are not recommended for survey control.
 CZ2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2096.See file dsdata.txt to determine how the superseded data were derived.
 CZ2096
 CZ2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3234726880(NAD 83)
 CZ2096_MARKER: DD = SURVEY DISK
 CZ2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2096
 CZ2096  HISTORY     - Date     Condition        Report By
 CZ2096  HISTORY     - 1966     MONUMENTED       DMA
 CZ2096
 CZ2096                          STATION DESCRIPTION
 CZ2096
 CZ2096'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2096'T-7-S.  R-6-E.  IN SECTION 27 NEAR THE SOUTHWEST CORNER.
 CZ2096'
 CZ2096'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2096'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2096'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2096'IS STAMPED--AF 51 1966 ARMY MAP SERVICE.
 CZ2096'
 CZ2096'THE STATION MARK IS LOCATED 78 FEET NORTH OF THE CENTERLINE
 CZ2096'OF EAST-WEST ROAD.  107 FEET EAST OF THE CENTERLINE OF
 CZ2096'NORTH-SOUTH ROAD.  51 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2096'IRRIGATION DITCH.
 CZ2096'
 CZ2096'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2096'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2096'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2096'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 6.9 MILES TO A
 CZ2096'CROSSROAD.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A NORTH-SOUTH
 CZ2096'FIELD LINE AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2099 ***********************************************************************
 CZ2099  DESIGNATION -  AF 52
 CZ2099  PID         -  CZ2099
 CZ2099  STATE/COUNTY-  AZ/PINAL
 CZ2099  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2099
 CZ2099                         *CURRENT SURVEY CONTROL
 CZ2099  ___________________________________________________________________
 CZ2099* NAD 83(1992)-  32 45 45.22512(N)    111 43 23.06859(W)     ADJUSTED  
 CZ2099* NAVD 88     -       448.96   (+/-2cm)    1473.0    (feet)  VERTCON   
 CZ2099  ___________________________________________________________________
 CZ2099  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CZ2099  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2099
 CZ2099  HORZ ORDER  -  FIRST
 CZ2099  VERT ORDER  -  THIRD ? (See Below)
 CZ2099
 CZ2099.The horizontal coordinates were established by classical geodetic methods
 CZ2099.and adjusted by the National Geodetic Survey in August 1993..
 CZ2099
 CZ2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2099.The vertical order pertains to the NGVD 29 superseded value.
 CZ2099
 CZ2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2099
 CZ2099.The geoid height was determined by GEOID03.
 CZ2099
 CZ2099;                    North         East     Units Scale Factor Converg.
 CZ2099;SPC AZ C     -   195,438.386   231,498.304   MT  0.99990406   +0 06 17.2
 CZ2099;SPC AZ C     -   641,202.05    759,508.87   iFT  0.99990406   +0 06 17.2
 CZ2099;UTM  12      - 3,625,196.383   432,272.290   MT  0.99965656   -0 23 28.7
 CZ2099
 CZ2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2099!SPC AZ C     -   0.99993426  x   0.99990406  =   0.99983832
 CZ2099!UTM  12      -   0.99993426  x   0.99965656  =   0.99959084
 CZ2099
 CZ2099|---------------------------------------------------------------------|
 CZ2099| PID    Reference Object                     Distance      Geod. Az  |
 CZ2099|                                                           dddmmss.s |
 CZ2099| CH4854 AF 52 RM E                            8.834 METERS 08914     |
 CZ2099| CH4855 AF 52 RM S                            8.838 METERS 17915     |
 CZ2099| CZ2286 CHUI                                APPROX. 5.9 KM 2672741.9 |
 CZ2099|---------------------------------------------------------------------|
 CZ2099
 CZ2099                          SUPERSEDED SURVEY CONTROL
 CZ2099
 CZ2099  NAD 83(1986)-  32 45 45.21942(N)    111 43 23.06886(W) AD(       ) 1
 CZ2099  NAD 27      -  32 45 45.00835(N)    111 43 20.61343(W) AD(       ) 1
 CZ2099  NGVD 29 (07/19/86)  448.37   (m)         1471.0    (f) LEVELING    3  
 CZ2099
 CZ2099.Superseded values are not recommended for survey control.
 CZ2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2099.See file dsdata.txt to determine how the superseded data were derived.
 CZ2099
 CZ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3227225196(NAD 83)
 CZ2099_MARKER: DD = SURVEY DISK
 CZ2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2099
 CZ2099  HISTORY     - Date     Condition        Report By
 CZ2099  HISTORY     - 1966     MONUMENTED       DMA
 CZ2099
 CZ2099                          STATION DESCRIPTION
 CZ2099
 CZ2099'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2099'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHEAST CORNER.
 CZ2099'
 CZ2099'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2099'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2099'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2099'STAMPED--AF 52 1966 ARMY MAP SERVICE.
 CZ2099'
 CZ2099'THE STATION MARK IS LOCATED 81 FEET WEST OF THE CENTERLINE OF
 CZ2099'NORTH-SOUTH ROAD.  122 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2099'ROAD.  100 FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2099'
 CZ2099'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2099'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILES TO
 CZ2099'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2099'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2099'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD SOUTH AND
 CZ2099'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2188 ***********************************************************************
 CZ2188  DESIGNATION -  AF 53
 CZ2188  PID         -  CZ2188
 CZ2188  STATE/COUNTY-  AZ/PINAL
 CZ2188  USGS QUAD   -  ELOY NW (1981)
 CZ2188
 CZ2188                         *CURRENT SURVEY CONTROL
 CZ2188  ___________________________________________________________________
 CZ2188* NAD 83(1992)-  32 44 54.44700(N)    111 43 23.13890(W)     ADJUSTED  
 CZ2188* NAVD 88     -       451.88   (+/-2cm)    1482.5    (feet)  VERTCON   
 CZ2188  ___________________________________________________________________
 CZ2188  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2188  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2188
 CZ2188  HORZ ORDER  -  FIRST
 CZ2188  VERT ORDER  -  THIRD ? (See Below)
 CZ2188
 CZ2188.The horizontal coordinates were established by classical geodetic methods
 CZ2188.and adjusted by the National Geodetic Survey in August 1993..
 CZ2188
 CZ2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2188.The vertical order pertains to the NGVD 29 superseded value.
 CZ2188
 CZ2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2188
 CZ2188.The geoid height was determined by GEOID03.
 CZ2188
 CZ2188;                    North         East     Units Scale Factor Converg.
 CZ2188;SPC AZ C     -   193,874.285   231,499.333   MT  0.99990406   +0 06 17.0
 CZ2188;SPC AZ C     -   636,070.49    759,512.25   iFT  0.99990406   +0 06 17.0
 CZ2188;UTM  12      - 3,623,632.719   432,259.783   MT  0.99965658   -0 23 28.2
 CZ2188
 CZ2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2188!SPC AZ C     -   0.99993380  x   0.99990406  =   0.99983787
 CZ2188!UTM  12      -   0.99993380  x   0.99965658  =   0.99959040
 CZ2188
 CZ2188:                Primary Azimuth Mark                     Grid Az
 CZ2188:SPC AZ C     -  CASA GRANDE 2                            006 34 29.7
 CZ2188:UTM  12      -  CASA GRANDE 2                            007 04 14.9
 CZ2188
 CZ2188|---------------------------------------------------------------------|
 CZ2188| PID    Reference Object                     Distance      Geod. Az  |
 CZ2188|                                                           dddmmss.s |
 CZ2188| CZ2047 CASA GRANDE 2                       APPROX. 8.0 KM 0064046.7 |
 CZ2188| CH4856 AF 53 RM E                            8.831 METERS 08915     |
 CZ2188| CH4857 AF 53 RM S                            8.830 METERS 17918     |
 CZ2188|---------------------------------------------------------------------|
 CZ2188
 CZ2188                          SUPERSEDED SURVEY CONTROL
 CZ2188
 CZ2188  NAD 83(1986)-  32 44 54.44129(N)    111 43 23.13906(W) AD(       ) 1
 CZ2188  NAD 27      -  32 44 54.22873(N)    111 43 20.68493(W) AD(       ) 1
 CZ2188  NGVD 29 (07/19/86)  451.29   (m)         1480.6    (f) LEVELING    3  
 CZ2188
 CZ2188.Superseded values are not recommended for survey control.
 CZ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2188.See file dsdata.txt to determine how the superseded data were derived.
 CZ2188
 CZ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3226023633(NAD 83)
 CZ2188_MARKER: DD = SURVEY DISK
 CZ2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2188
 CZ2188  HISTORY     - Date     Condition        Report By
 CZ2188  HISTORY     - 1966     MONUMENTED       DMA
 CZ2188
 CZ2188                          STATION DESCRIPTION
 CZ2188
 CZ2188'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2188'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE SOUTHEAST CORNER.
 CZ2188'
 CZ2188'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2188'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2188'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2188'IS STAMPED--AF 53 1966 ARMY MAP SERVICE.
 CZ2188'
 CZ2188'THE STATION MARK IS LOCATED 87 FEET NORTH OF THE CENTERLINE
 CZ2188'OF EAST-WEST ROAD.  64 FEET NORTH OF EAST-WEST POWERLINE.  66
 CZ2188'FEET NORTH OF EAST-WEST FENCE.  76 FEET WEST OF THE CENTERLINE
 CZ2188'OF NORTH-SOUTH ROAD.  51 FEET WEST OF NORTH-SOUTH FENCE.
 CZ2188'
 CZ2188'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2188'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2188'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2188'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2188'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD SOUTH.
 CZ2188'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD AND THE
 CZ2188'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2187 ***********************************************************************
 CZ2187  DESIGNATION -  AF 54
 CZ2187  PID         -  CZ2187
 CZ2187  STATE/COUNTY-  AZ/PINAL
 CZ2187  USGS QUAD   -  ELOY NW (1981)
 CZ2187
 CZ2187                         *CURRENT SURVEY CONTROL
 CZ2187  ___________________________________________________________________
 CZ2187* NAD 83(1992)-  32 44 02.19096(N)    111 43 21.66965(W)     ADJUSTED  
 CZ2187* NAVD 88     -       454.73   (+/-2cm)    1491.9    (feet)  VERTCON   
 CZ2187  ___________________________________________________________________
 CZ2187  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2187  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2187
 CZ2187  HORZ ORDER  -  FIRST
 CZ2187  VERT ORDER  -  THIRD ? (See Below)
 CZ2187
 CZ2187.The horizontal coordinates were established by classical geodetic methods
 CZ2187.and adjusted by the National Geodetic Survey in August 1993..
 CZ2187
 CZ2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2187.The vertical order pertains to the NGVD 29 superseded value.
 CZ2187
 CZ2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2187
 CZ2187.The geoid height was determined by GEOID03.
 CZ2187
 CZ2187;                    North         East     Units Scale Factor Converg.
 CZ2187;SPC AZ C     -   192,264.738   231,540.525   MT  0.99990407   +0 06 17.6
 CZ2187;SPC AZ C     -   630,789.82    759,647.39   iFT  0.99990407   +0 06 17.6
 CZ2187;UTM  12      - 3,622,023.275   432,287.039   MT  0.99965654   -0 23 26.9
 CZ2187
 CZ2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2187!SPC AZ C     -   0.99993336  x   0.99990407  =   0.99983743
 CZ2187!UTM  12      -   0.99993336  x   0.99965654  =   0.99958992
 CZ2187
 CZ2187|---------------------------------------------------------------------|
 CZ2187| PID    Reference Object                     Distance      Geod. Az  |
 CZ2187|                                                           dddmmss.s |
 CZ2187| CH4858 AF 54 RM E                            8.821 METERS 08918     |
 CZ2187| CH4859 AF 54 RM S                            8.841 METERS 17914     |
 CZ2187| CZ2286 CHUI                                APPROX. 6.6 KM 2960356.9 |
 CZ2187|---------------------------------------------------------------------|
 CZ2187
 CZ2187                          SUPERSEDED SURVEY CONTROL
 CZ2187
 CZ2187  NAD 83(1986)-  32 44 02.18526(N)    111 43 21.66969(W) AD(       ) 1
 CZ2187  NAD 27      -  32 44 01.97107(N)    111 43 19.21710(W) AD(       ) 1
 CZ2187  NGVD 29 (07/19/86)  454.14   (m)         1490.0    (f) LEVELING    3  
 CZ2187
 CZ2187.Superseded values are not recommended for survey control.
 CZ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2187.See file dsdata.txt to determine how the superseded data were derived.
 CZ2187
 CZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3228722023(NAD 83)
 CZ2187_MARKER: DD = SURVEY DISK
 CZ2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2187
 CZ2187  HISTORY     - Date     Condition        Report By
 CZ2187  HISTORY     - 1966     MONUMENTED       DMA
 CZ2187
 CZ2187                          STATION DESCRIPTION
 CZ2187
 CZ2187'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2187'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE SOUTHWEST CORNER.
 CZ2187'
 CZ2187'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2187'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2187'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2187'IS STAMPED--AF 54 1966 ARMY MAP SERVICE.
 CZ2187'
 CZ2187'THE STATION MARK IS LOCATED 125 FEET EAST OF NORTH-SOUTH
 CZ2187'POWERLINE.  97 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2187'ROAD.  60 FEET EAST OF NORTH-SOUTH FENCE.  71 FEET NORTH OF
 CZ2187'EAST-WEST POWERLINE.  116 FEET NORTH-NORTHEAST OF FENCE CORNER.
 CZ2187'
 CZ2187'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2187'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2187'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2187'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T
 CZ2187'ROAD EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD
 CZ2187'SOUTH.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A FENCE
 CZ2187'CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2186 ***********************************************************************
 CZ2186  DESIGNATION -  AF 55
 CZ2186  PID         -  CZ2186
 CZ2186  STATE/COUNTY-  AZ/PINAL
 CZ2186  USGS QUAD   -  ELOY NW (1981)
 CZ2186
 CZ2186                         *CURRENT SURVEY CONTROL
 CZ2186  ___________________________________________________________________
 CZ2186* NAD 83(1992)-  32 43 11.86858(N)    111 43 20.35088(W)     ADJUSTED  
 CZ2186* NAVD 88     -       458.56   (+/-2cm)    1504.5    (feet)  VERTCON   
 CZ2186  ___________________________________________________________________
 CZ2186  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2186  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2186
 CZ2186  HORZ ORDER  -  FIRST
 CZ2186  VERT ORDER  -  THIRD ? (See Below)
 CZ2186
 CZ2186.The horizontal coordinates were established by classical geodetic methods
 CZ2186.and adjusted by the National Geodetic Survey in August 1993..
 CZ2186
 CZ2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2186.The vertical order pertains to the NGVD 29 superseded value.
 CZ2186
 CZ2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2186
 CZ2186.The geoid height was determined by GEOID03.
 CZ2186
 CZ2186;                    North         East     Units Scale Factor Converg.
 CZ2186;SPC AZ C     -   190,714.749   231,577.701   MT  0.99990409   +0 06 18.2
 CZ2186;SPC AZ C     -   625,704.56    759,769.36   iFT  0.99990409   +0 06 18.2
 CZ2186;UTM  12      - 3,620,473.406   432,310.801   MT  0.99965650   -0 23 25.6
 CZ2186
 CZ2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2186!SPC AZ C     -   0.99993275  x   0.99990409  =   0.99983685
 CZ2186!UTM  12      -   0.99993275  x   0.99965650  =   0.99958928
 CZ2186
 CZ2186|---------------------------------------------------------------------|
 CZ2186| PID    Reference Object                     Distance      Geod. Az  |
 CZ2186|                                                           dddmmss.s |
 CZ2186| CH4860 AF 55 RM E                            8.842 METERS 08919     |
 CZ2186| CH4861 AF 55 RM S                            8.841 METERS 17918     |
 CZ2186| CZ2286 CHUI                                APPROX. 7.5 KM 3064147.5 |
 CZ2186|---------------------------------------------------------------------|
 CZ2186
 CZ2186                          SUPERSEDED SURVEY CONTROL
 CZ2186
 CZ2186  NAD 83(1986)-  32 43 11.86287(N)    111 43 20.35079(W) AD(       ) 1
 CZ2186  NAD 27      -  32 43 11.64696(N)    111 43 17.89959(W) AD(       ) 1
 CZ2186  NGVD 29 (07/19/86)  457.98   (m)         1502.6    (f) LEVELING    3  
 CZ2186
 CZ2186.Superseded values are not recommended for survey control.
 CZ2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2186.See file dsdata.txt to determine how the superseded data were derived.
 CZ2186
 CZ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3231120473(NAD 83)
 CZ2186_MARKER: DD = SURVEY DISK
 CZ2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2186
 CZ2186  HISTORY     - Date     Condition        Report By
 CZ2186  HISTORY     - 1966     MONUMENTED       DMA
 CZ2186
 CZ2186                          STATION DESCRIPTION
 CZ2186
 CZ2186'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2186'T-8-S.  R-6-E IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2186'
 CZ2186'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2186'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2186'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2186'IS STAMPED--AF 55 1966 ARMY MAP SERVICE.
 CZ2186'
 CZ2186'THE STATION MARK IS LOCATED 267 FEET NORTH OF THE CENTERLINE
 CZ2186'OF THE EAST-WEST ROAD.  57 FEET EAST OF THE PROLONGATION OF THE
 CZ2186'CENTERLINE OF THE ROAD SOUTH.  248 FEET NORTH OF THE EAST-WEST
 CZ2186'FENCE.  186 FEET NORTHEAST OF THE NORTH FENCE CORNER.  98 FEET
 CZ2186'NORTHWEST OF THE NORTHEAST-SOUTHWEST DIRT IRRIGATION DITCH.
 CZ2186'
 CZ2186'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2186'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2186'SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2186'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2186'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T
 CZ2186'ROAD SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2189 ***********************************************************************
 CZ2189  DESIGNATION -  AF 56
 CZ2189  PID         -  CZ2189
 CZ2189  STATE/COUNTY-  AZ/PINAL
 CZ2189  USGS QUAD   -  ELOY NW (1981)
 CZ2189
 CZ2189                         *CURRENT SURVEY CONTROL
 CZ2189  ___________________________________________________________________
 CZ2189* NAD 83(1992)-  32 42 14.01781(N)    111 43 23.38974(W)     ADJUSTED  
 CZ2189* NAVD 88     -       461.32   (+/-2cm)    1513.5    (feet)  VERTCON   
 CZ2189  ___________________________________________________________________
 CZ2189  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CZ2189  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2189
 CZ2189  HORZ ORDER  -  FIRST
 CZ2189  VERT ORDER  -  THIRD ? (See Below)
 CZ2189
 CZ2189.The horizontal coordinates were established by classical geodetic methods
 CZ2189.and adjusted by the National Geodetic Survey in August 1993..
 CZ2189
 CZ2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2189.The vertical order pertains to the NGVD 29 superseded value.
 CZ2189
 CZ2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2189
 CZ2189.The geoid height was determined by GEOID03.
 CZ2189
 CZ2189;                    North         East     Units Scale Factor Converg.
 CZ2189;SPC AZ C     -   188,932.664   231,501.826   MT  0.99990406   +0 06 16.4
 CZ2189;SPC AZ C     -   619,857.82    759,520.43   iFT  0.99990406   +0 06 16.4
 CZ2189;UTM  12      - 3,618,692.484   432,219.543   MT  0.99965665   -0 23 26.7
 CZ2189
 CZ2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2189!SPC AZ C     -   0.99993232  x   0.99990406  =   0.99983639
 CZ2189!UTM  12      -   0.99993232  x   0.99965665  =   0.99958900
 CZ2189
 CZ2189:                Primary Azimuth Mark                     Grid Az
 CZ2189:SPC AZ C     -  AF 55                                    002 26 16.8
 CZ2189:UTM  12      -  AF 55                                    002 55 59.9
 CZ2189
 CZ2189|---------------------------------------------------------------------|
 CZ2189| PID    Reference Object                     Distance      Geod. Az  |
 CZ2189|                                                           dddmmss.s |
 CZ2189| CZ2186 AF 55                               APPROX. 1.8 KM 0023233.2 |
 CZ2189| CH4862 AF 56 RM E                            8.823 METERS 08846     |
 CZ2189| CH4863 AF 56 RM S                            8.827 METERS 17849     |
 CZ2189|---------------------------------------------------------------------|
 CZ2189
 CZ2189                          SUPERSEDED SURVEY CONTROL
 CZ2189
 CZ2189  NAD 83(1986)-  32 42 14.01211(N)    111 43 23.38951(W) AD(       ) 1
 CZ2189  NAD 27      -  32 42 13.79437(N)    111 43 20.93975(W) AD(       ) 1
 CZ2189  NGVD 29 (07/19/86)  460.74   (m)         1511.6    (f) LEVELING    3  
 CZ2189
 CZ2189.Superseded values are not recommended for survey control.
 CZ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2189.See file dsdata.txt to determine how the superseded data were derived.
 CZ2189
 CZ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3222018692(NAD 83)
 CZ2189_MARKER: DD = SURVEY DISK
 CZ2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2189
 CZ2189  HISTORY     - Date     Condition        Report By
 CZ2189  HISTORY     - 1966     MONUMENTED       DMA
 CZ2189
 CZ2189                          STATION DESCRIPTION
 CZ2189
 CZ2189'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2189'T-8-S.  R-6-E.  IN SECTION 28 NEAR THE NORTHEAST CORNER.
 CZ2189'
 CZ2189'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2189'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2189'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2189'IS STAMPED--AF 56 1966 ARMY MAP SERVICE.
 CZ2189'
 CZ2189'THE STATION MARK IS LOCATED 292 FEET SOUTH OF THE CENTERLINE OF
 CZ2189'THE EAST-WEST ROAD.  247 FEET SOUTH OF THE EAST-WEST FENCE.  54
 CZ2189'FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2189'
 CZ2189'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2189'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2189'A ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2189'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2189'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T
 CZ2189'ROAD SOUTH.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD AND
 CZ2189'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2190 ***********************************************************************
 CZ2190  DESIGNATION -  AF 57
 CZ2190  PID         -  CZ2190
 CZ2190  STATE/COUNTY-  AZ/PINAL
 CZ2190  USGS QUAD   -  ELOY NW (1981)
 CZ2190
 CZ2190                         *CURRENT SURVEY CONTROL
 CZ2190  ___________________________________________________________________
 CZ2190* NAD 83(1992)-  32 41 24.71348(N)    111 43 24.29722(W)     ADJUSTED  
 CZ2190* NAVD 88     -       462.48   (+/-2cm)    1517.3    (feet)  VERTCON   
 CZ2190  ___________________________________________________________________
 CZ2190  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2190  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2190
 CZ2190  HORZ ORDER  -  FIRST
 CZ2190  VERT ORDER  -  THIRD ? (See Below)
 CZ2190
 CZ2190.The horizontal coordinates were established by classical geodetic methods
 CZ2190.and adjusted by the National Geodetic Survey in August 1993..
 CZ2190
 CZ2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2190.The vertical order pertains to the NGVD 29 superseded value.
 CZ2190
 CZ2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2190
 CZ2190.The geoid height was determined by GEOID03.
 CZ2190
 CZ2190;                    North         East     Units Scale Factor Converg.
 CZ2190;SPC AZ C     -   187,413.934   231,480.960   MT  0.99990405   +0 06 15.7
 CZ2190;SPC AZ C     -   614,875.11    759,451.97   iFT  0.99990405   +0 06 15.7
 CZ2190;UTM  12      - 3,617,174.367   432,185.560   MT  0.99965671   -0 23 26.6
 CZ2190
 CZ2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2190!SPC AZ C     -   0.99993214  x   0.99990405  =   0.99983620
 CZ2190!UTM  12      -   0.99993214  x   0.99965671  =   0.99958887
 CZ2190
 CZ2190|---------------------------------------------------------------------|
 CZ2190| PID    Reference Object                     Distance      Geod. Az  |
 CZ2190|                                                           dddmmss.s |
 CZ2190| CH4864 AF 57 RM E                            8.844 METERS 08904     |
 CZ2190| CZ2182 AG 57                               APPROX. 1.6 KM 0921228.1 |
 CZ2190| CH4865 AF 57 RM S                            8.825 METERS 17905     |
 CZ2190|---------------------------------------------------------------------|
 CZ2190
 CZ2190                          SUPERSEDED SURVEY CONTROL
 CZ2190
 CZ2190  NAD 83(1986)-  32 41 24.70777(N)    111 43 24.29688(W) AD(       ) 1
 CZ2190  NAD 27      -  32 41 24.48841(N)    111 43 21.84842(W) AD(       ) 1
 CZ2190  NGVD 29 (07/19/86)  461.90   (m)         1515.4    (f) LEVELING    3  
 CZ2190
 CZ2190.Superseded values are not recommended for survey control.
 CZ2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2190.See file dsdata.txt to determine how the superseded data were derived.
 CZ2190
 CZ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3218617174(NAD 83)
 CZ2190_MARKER: DD = SURVEY DISK
 CZ2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2190
 CZ2190  HISTORY     - Date     Condition        Report By
 CZ2190  HISTORY     - 1966     MONUMENTED       DMA
 CZ2190
 CZ2190                          STATION DESCRIPTION
 CZ2190
 CZ2190'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2190'T-8-S.  R-6-E.  IN SECTION 28 NEAR THE SOUTHEAST CORNER.
 CZ2190'
 CZ2190'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2190'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2190'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2190'IS STAMPED--AF 57 1966 ARMY MAP SERVICE.
 CZ2190'
 CZ2190'THE STATION MARK IS LOCATED 92 FEET NORTH OF THE EAST-WEST
 CZ2190'FENCE.  100 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2190'ROAD.  155 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH TRAIL.
 CZ2190'
 CZ2190'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2190'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2190'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2190'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2190'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2190'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2190'CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO A FENCE
 CZ2190'CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2191 ***********************************************************************
 CZ2191  DESIGNATION -  AF 58
 CZ2191  PID         -  CZ2191
 CZ2191  STATE/COUNTY-  AZ/PINAL
 CZ2191  USGS QUAD   -  ELOY NW (1981)
 CZ2191
 CZ2191                         *CURRENT SURVEY CONTROL
 CZ2191  ___________________________________________________________________
 CZ2191* NAD 83(1992)-  32 40 30.56941(N)    111 43 25.04376(W)     ADJUSTED  
 CZ2191* NAVD 88     -       466.37   (+/-2cm)    1530.1    (feet)  VERTCON   
 CZ2191  ___________________________________________________________________
 CZ2191  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CZ2191  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2191
 CZ2191  HORZ ORDER  -  FIRST
 CZ2191  VERT ORDER  -  THIRD ? (See Below)
 CZ2191
 CZ2191.The horizontal coordinates were established by classical geodetic methods
 CZ2191.and adjusted by the National Geodetic Survey in August 1993..
 CZ2191
 CZ2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2191.The vertical order pertains to the NGVD 29 superseded value.
 CZ2191
 CZ2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2191
 CZ2191.The geoid height was determined by GEOID03.
 CZ2191
 CZ2191;                    North         East     Units Scale Factor Converg.
 CZ2191;SPC AZ C     -   185,746.141   231,464.549   MT  0.99990404   +0 06 15.2
 CZ2191;SPC AZ C     -   609,403.35    759,398.13   iFT  0.99990404   +0 06 15.2
 CZ2191;UTM  12      - 3,615,507.190   432,154.749   MT  0.99965676   -0 23 26.5
 CZ2191
 CZ2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2191!SPC AZ C     -   0.99993153  x   0.99990404  =   0.99983558
 CZ2191!UTM  12      -   0.99993153  x   0.99965676  =   0.99958831
 CZ2191
 CZ2191|---------------------------------------------------------------------|
 CZ2191| PID    Reference Object                     Distance      Geod. Az  |
 CZ2191|                                                           dddmmss.s |
 CZ2191| CH4866 AF 58 RM E                            8.839 METERS 08908     |
 CZ2191| CZ2178 AG 59X                              APPROX. 4.1 KM 1445826.9 |
 CZ2191| CH4867 AF 58 RM S                            8.835 METERS 17906     |
 CZ2191|---------------------------------------------------------------------|
 CZ2191
 CZ2191                          SUPERSEDED SURVEY CONTROL
 CZ2191
 CZ2191  NAD 83(1986)-  32 40 30.56369(N)    111 43 25.04329(W) AD(       ) 1
 CZ2191  NAD 27      -  32 40 30.34277(N)    111 43 22.59617(W) AD(       ) 1
 CZ2191  NGVD 29 (07/19/86)  465.79   (m)         1528.2    (f) LEVELING    3  
 CZ2191
 CZ2191.Superseded values are not recommended for survey control.
 CZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2191.See file dsdata.txt to determine how the superseded data were derived.
 CZ2191
 CZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3215515507(NAD 83)
 CZ2191_MARKER: DD = SURVEY DISK
 CZ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2191
 CZ2191  HISTORY     - Date     Condition        Report By
 CZ2191  HISTORY     - 1966     MONUMENTED       DMA
 CZ2191
 CZ2191                          STATION DESCRIPTION
 CZ2191
 CZ2191'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2191'T-9-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2191'
 CZ2191'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2191'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2191'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2191'IS STAMPED--AF 58 1966 ARMY MAP SERVICE.
 CZ2191'
 CZ2191'THE STATION MARK IS LOCATED IN THE CENTER OF A EAST-WEST
 CZ2191'TRAIL.  98 FEET SOUTH OF THE EAST-WEST FENCE.  91 FEET SOUTH OF
 CZ2191'THE CENTERLINE OF THE EAST-WEST TRAIL.  127 FEET SOUTHEAST OF THE
 CZ2191'SECTION CORNER.
 CZ2191'
 CZ2191'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2191'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2191'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH
 CZ2191'(ON FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A
 CZ2191'CURVE SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING
 CZ2191'THROUGH THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN
 CZ2191'LEFT AND GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT
 CZ2191'AND GO EAST AND SOUTHEAST.  PASSING ALONG NORTH SIDE OF
 CZ2191'RIDGE FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD
 CZ2191'SOUTH FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 CZ2191'ON SOUTH SIDE OF FENCE FOR 2.0 MILES TO A T ROAD SOUTH AND
 CZ2191'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1863 ***********************************************************************
 CZ1863  DESIGNATION -  AFCRL OBS NE PILLAR
 CZ1863  PID         -  CZ1863
 CZ1863  STATE/COUNTY-  AZ/PIMA
 CZ1863  USGS QUAD   -  MT LEMMON (1981)
 CZ1863
 CZ1863                         *CURRENT SURVEY CONTROL
 CZ1863  ___________________________________________________________________
 CZ1863* NAD 83(1992)-  32 26 34.14008(N)    110 47 19.25859(W)     ADJUSTED  
 CZ1863* NAVD 88     -      2801.3    (meters)    9191.     (feet)  VERTCON   
 CZ1863  ___________________________________________________________________
 CZ1863  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1863  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1863
 CZ1863  HORZ ORDER  -  FIRST
 CZ1863
 CZ1863.The horizontal coordinates were established by classical geodetic methods
 CZ1863.and adjusted by the National Geodetic Survey in August 1993..
 CZ1863
 CZ1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1863
 CZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1863
 CZ1863.The geoid height was determined by GEOID03.
 CZ1863
 CZ1863;                    North         East     Units Scale Factor Converg.
 CZ1863;SPC AZ C     -   160,526.489   319,423.605   MT  1.00003868   +0 36 18.6
 CZ1863;SPC AZ C     -   526,661.71  1,047,977.71   iFT  1.00003868   +0 36 18.6
 CZ1863;UTM  12      - 3,589,539.952   519,863.520   MT  0.99960487   +0 06 48.1
 CZ1863
 CZ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1863!SPC AZ C     -   0.99956472  x   1.00003868  =   0.99960339
 CZ1863!UTM  12      -   0.99956472  x   0.99960487  =   0.99916977
 CZ1863
 CZ1863|---------------------------------------------------------------------|
 CZ1863| PID    Reference Object                     Distance      Geod. Az  |
 CZ1863|                                                           dddmmss.s |
 CZ1863| CZ1858 CATALINA 2 TEMP NE                   25.080 METERS 05019     |
 CZ1863| CZ1861 CATALINA 2 RESET AZ MK              APPROX. 0.5 KM 1092941.1 |
 CZ1863| CZ1812 SITE 1                              APPROX. 6.0 KM 1183358.6 |
 CZ1863|---------------------------------------------------------------------|
 CZ1863
 CZ1863                          SUPERSEDED SURVEY CONTROL
 CZ1863
 CZ1863  NAD 83(1986)-  32 26 34.14056(N)    110 47 19.25142(W) AD(       ) 1
 CZ1863  NAD 27      -  32 26 33.86178(N)    110 47 16.89493(W) AD(       ) 1
 CZ1863  NGVD 29 (07/19/86) 2800.3    (m)         9187.     (f) VERT ANG       
 CZ1863
 CZ1863.Superseded values are not recommended for survey control.
 CZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1863.See file dsdata.txt to determine how the superseded data were derived.
 CZ1863
 CZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986489540(NAD 83)
 CZ1863_MARKER: Z = SEE DESCRIPTION
 CZ1863_SETTING: 0 = UNSPECIFIED SETTING
 CZ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1863
 CZ1863  HISTORY     - Date     Condition        Report By
 CZ1863  HISTORY     - 1971     MONUMENTED       NGS
 CZ1863
 CZ1863                          STATION DESCRIPTION
 CZ1863
 CZ1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1863'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1863'HIGHEST PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY
 CZ1863'KNOWN AS MOUNT LEMMON.  IT IS ON THE GROUNDS OF THE MOUNT LEMMON
 CZ1863'AIR FORCE STATION.
 CZ1863'
 CZ1863'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 CZ1863'CATALINA 2 RESET 1955.
 CZ1863'
 CZ1863'THE STATION IS A PUNCH MARK IN THE CENTER OF THE NORTHEAST STEEL
 CZ1863'PILLAR OF THE TELESCOPE MOUNT ON WHAT IS NOW THE ROOF OF BUILDING
 CZ1863'191.  IT IS 16.1 FEET NORTH-NORTHEAST OF THE CENTER PILLAR, AND
 CZ1863'12.2 FEET WEST OF THE EAST PILLAR.
 CZ1863'
 CZ1863'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2127 ***********************************************************************
 CZ2127  DESIGNATION -  AG 43
 CZ2127  PID         -  CZ2127
 CZ2127  STATE/COUNTY-  AZ/PINAL
 CZ2127  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2127
 CZ2127                         *CURRENT SURVEY CONTROL
 CZ2127  ___________________________________________________________________
 CZ2127* NAD 83(1992)-  32 53 38.31700(N)    111 42 18.23312(W)     ADJUSTED  
 CZ2127* NAVD 88     -       429.32   (+/-2cm)    1408.5    (feet)  VERTCON   
 CZ2127  ___________________________________________________________________
 CZ2127  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2127  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2127
 CZ2127  HORZ ORDER  -  FIRST
 CZ2127  VERT ORDER  -  THIRD ? (See Below)
 CZ2127
 CZ2127.The horizontal coordinates were established by classical geodetic methods
 CZ2127.and adjusted by the National Geodetic Survey in August 1993..
 CZ2127
 CZ2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2127.The vertical order pertains to the NGVD 29 superseded value.
 CZ2127
 CZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2127
 CZ2127.The geoid height was determined by GEOID03.
 CZ2127
 CZ2127;                    North         East     Units Scale Factor Converg.
 CZ2127;SPC AZ C     -   210,014.242   233,156.535   MT  0.99990483   +0 06 53.7
 CZ2127;SPC AZ C     -   689,023.10    764,949.26   iFT  0.99990483   +0 06 53.7
 CZ2127;UTM  12      - 3,639,753.677   434,056.438   MT  0.99965362   -0 22 58.5
 CZ2127
 CZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2127!SPC AZ C     -   0.99993732  x   0.99990483  =   0.99984216
 CZ2127!UTM  12      -   0.99993732  x   0.99965362  =   0.99959097
 CZ2127
 CZ2127|---------------------------------------------------------------------|
 CZ2127| PID    Reference Object                     Distance      Geod. Az  |
 CZ2127|                                                           dddmmss.s |
 CZ2127| CH4868 AG 43 RM E                            8.829 METERS 08908     |
 CZ2127| CH4869 AG 43 RM S                            8.833 METERS 17903     |
 CZ2127| CZ2128 AG 44                               APPROX. 1.6 KM 1815556.8 |
 CZ2127|---------------------------------------------------------------------|
 CZ2127
 CZ2127                          SUPERSEDED SURVEY CONTROL
 CZ2127
 CZ2127  NAD 83(1986)-  32 53 38.31143(N)    111 42 18.23457(W) AD(       ) 1
 CZ2127  NAD 27      -  32 53 38.11184(N)    111 42 15.76827(W) AD(       ) 1
 CZ2127  NGVD 29 (07/19/86)  428.79   (m)         1406.8    (f) LEVELING    3  
 CZ2127
 CZ2127.Superseded values are not recommended for survey control.
 CZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2127.See file dsdata.txt to determine how the superseded data were derived.
 CZ2127
 CZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3405639754(NAD 83)
 CZ2127_MARKER: DD = SURVEY DISK
 CZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2127
 CZ2127  HISTORY     - Date     Condition        Report By
 CZ2127  HISTORY     - 1967     MONUMENTED       DMA
 CZ2127
 CZ2127                          STATION DESCRIPTION
 CZ2127
 CZ2127'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2127'T-6-S.  R-6-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2127'
 CZ2127'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2127'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2127'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2127'IS STAMPED--AG 43 1967 ARMY MAP SERVICE.
 CZ2127'
 CZ2127'THE STATION MARK IS LOCATED 89 FEET SOUTH OF THE CENTERLINE OF
 CZ2127'EAST-WEST ROAD.  75 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2127'ROAD.  64 FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2127'
 CZ2127'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2127'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 3.0 MILES TO A T
 CZ2127'ROAD NORTH.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2127'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2128 ***********************************************************************
 CZ2128  DESIGNATION -  AG 44
 CZ2128  PID         -  CZ2128
 CZ2128  STATE/COUNTY-  AZ/PINAL
 CZ2128  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2128
 CZ2128                         *CURRENT SURVEY CONTROL
 CZ2128  ___________________________________________________________________
 CZ2128* NAD 83(1992)-  32 52 47.55949(N)    111 42 20.26272(W)     ADJUSTED  
 CZ2128* NAVD 88     -       431.45   (+/-2cm)    1415.5    (feet)  VERTCON   
 CZ2128  ___________________________________________________________________
 CZ2128  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CZ2128  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2128
 CZ2128  HORZ ORDER  -  FIRST
 CZ2128  VERT ORDER  -  THIRD ? (See Below)
 CZ2128
 CZ2128.The horizontal coordinates were established by classical geodetic methods
 CZ2128.and adjusted by the National Geodetic Survey in August 1993..
 CZ2128
 CZ2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2128.The vertical order pertains to the NGVD 29 superseded value.
 CZ2128
 CZ2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2128
 CZ2128.The geoid height was determined by GEOID03.
 CZ2128
 CZ2128;                    North         East     Units Scale Factor Converg.
 CZ2128;SPC AZ C     -   208,450.640   233,106.917   MT  0.99990481   +0 06 52.4
 CZ2128;SPC AZ C     -   683,893.18    764,786.47   iFT  0.99990481   +0 06 52.4
 CZ2128;UTM  12      - 3,638,190.958   433,993.254   MT  0.99965372   -0 22 59.1
 CZ2128
 CZ2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2128!SPC AZ C     -   0.99993699  x   0.99990481  =   0.99984181
 CZ2128!UTM  12      -   0.99993699  x   0.99965372  =   0.99959073
 CZ2128
 CZ2128:                Primary Azimuth Mark                     Grid Az
 CZ2128:SPC AZ C     -  AG 43                                    001 49 03.3
 CZ2128:UTM  12      -  AG 43                                    002 18 54.8
 CZ2128
 CZ2128|---------------------------------------------------------------------|
 CZ2128| PID    Reference Object                     Distance      Geod. Az  |
 CZ2128|                                                           dddmmss.s |
 CZ2128| CZ2127 AG 43                               APPROX. 1.6 KM 0015555.7 |
 CZ2128| CH4870 AG 44 RM E                            8.787 METERS 08853     |
 CZ2128| CH4871 AG 44 RM S                            8.845 METERS 17848     |
 CZ2128|---------------------------------------------------------------------|
 CZ2128
 CZ2128                          SUPERSEDED SURVEY CONTROL
 CZ2128
 CZ2128  NAD 83(1986)-  32 52 47.55392(N)    111 42 20.26404(W) AD(       ) 1
 CZ2128  NAD 27      -  32 52 47.35291(N)    111 42 17.79925(W) AD(       ) 1
 CZ2128  NGVD 29 (07/19/86)  430.93   (m)         1413.8    (f) LEVELING    3  
 CZ2128
 CZ2128.Superseded values are not recommended for survey control.
 CZ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2128.See file dsdata.txt to determine how the superseded data were derived.
 CZ2128
 CZ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3399338191(NAD 83)
 CZ2128_MARKER: DD = SURVEY DISK
 CZ2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2128
 CZ2128  HISTORY     - Date     Condition        Report By
 CZ2128  HISTORY     - 1967     MONUMENTED       DMA
 CZ2128
 CZ2128                          STATION DESCRIPTION
 CZ2128
 CZ2128'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2128'T-6-S.  R-6-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2128'
 CZ2128'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2128'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2128'PROJECTING 0.05 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2128'IS STAMPED--AG 44 1967 ARMY MAP SERVICE.
 CZ2128'
 CZ2128'THE STATION MARK IS LOCATED 91 FEET NORTH OF THE CENTERLINE OF
 CZ2128'THE EAST-WEST ROAD.  110 FEET WEST OF THE CENTERLINE OF THE
 CZ2128'NORTH-SOUTH ROAD.  95 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2128'IRRIGATION DITCH.
 CZ2128'
 CZ2128'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2128'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 3.0 MILES TO A T
 CZ2128'ROAD NORTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2111 ***********************************************************************
 CZ2111  DESIGNATION -  AG 45
 CZ2111  PID         -  CZ2111
 CZ2111  STATE/COUNTY-  AZ/PINAL
 CZ2111  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2111
 CZ2111                         *CURRENT SURVEY CONTROL
 CZ2111  ___________________________________________________________________
 CZ2111* NAD 83(1992)-  32 51 54.92458(N)    111 42 18.62218(W)     ADJUSTED  
 CZ2111* NAVD 88     -       434.58   (+/-2cm)    1425.8    (feet)  VERTCON   
 CZ2111  ___________________________________________________________________
 CZ2111  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CZ2111  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2111
 CZ2111  HORZ ORDER  -  FIRST
 CZ2111  VERT ORDER  -  THIRD ? (See Below)
 CZ2111
 CZ2111.The horizontal coordinates were established by classical geodetic methods
 CZ2111.and adjusted by the National Geodetic Survey in August 1993..
 CZ2111
 CZ2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2111.The vertical order pertains to the NGVD 29 superseded value.
 CZ2111
 CZ2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2111
 CZ2111.The geoid height was determined by GEOID03.
 CZ2111
 CZ2111;                    North         East     Units Scale Factor Converg.
 CZ2111;SPC AZ C     -   206,829.403   233,152.806   MT  0.99990483   +0 06 53.2
 CZ2111;SPC AZ C     -   678,574.16    764,937.03   iFT  0.99990483   +0 06 53.2
 CZ2111;UTM  12      - 3,636,569.791   434,025.055   MT  0.99965367   -0 22 57.7
 CZ2111
 CZ2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2111!SPC AZ C     -   0.99993650  x   0.99990483  =   0.99984133
 CZ2111!UTM  12      -   0.99993650  x   0.99965367  =   0.99959019
 CZ2111
 CZ2111:                Primary Azimuth Mark                     Grid Az
 CZ2111:SPC AZ C     -  AH 45                                    088 59 05.6
 CZ2111:UTM  12      -  AH 45                                    089 28 56.5
 CZ2111
 CZ2111|---------------------------------------------------------------------|
 CZ2111| PID    Reference Object                     Distance      Geod. Az  |
 CZ2111|                                                           dddmmss.s |
 CZ2111| CZ2078 AH 45                               APPROX. 1.5 KM 0890558.8 |
 CZ2111|---------------------------------------------------------------------|
 CZ2111
 CZ2111                          SUPERSEDED SURVEY CONTROL
 CZ2111
 CZ2111  NAD 83(1986)-  32 51 54.91901(N)    111 42 18.62338(W) AD(       ) 1
 CZ2111  NAD 27      -  32 51 54.71644(N)    111 42 16.16024(W) AD(       ) 1
 CZ2111  NGVD 29 (07/19/86)  434.07   (m)         1424.1    (f) LEVELING    3  
 CZ2111
 CZ2111.Superseded values are not recommended for survey control.
 CZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2111.See file dsdata.txt to determine how the superseded data were derived.
 CZ2111
 CZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3402536570(NAD 83)
 CZ2111_MARKER: DD = SURVEY DISK
 CZ2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2111+STABILITY: SURFACE MOTION
 CZ2111
 CZ2111  HISTORY     - Date     Condition        Report By
 CZ2111  HISTORY     - 1967     MONUMENTED       DMA
 CZ2111  HISTORY     - 1969     SEE DESCRIPTION  DMA
 CZ2111
 CZ2111                          STATION DESCRIPTION
 CZ2111
 CZ2111'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2111'T-6-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHWEST CORNER.
 CZ2111'
 CZ2111'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2111'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2111'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2111'MARK IS STAMPED--AG 45 1967 ARMY MAP SERVICE.
 CZ2111'
 CZ2111'THE STATION MARK IS LOCATED 83 FEET EAST OF THE NORTH-SOUTH
 CZ2111'POWER LINE.  53 FEET NORTH OF THE EAST-WEST POWER LINE.  84 FEET
 CZ2111'NORTH OF THE EAST-WEST ROAD.
 CZ2111'
 CZ2111'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2111'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.6 MILES TO A
 CZ2111'ROAD EAST.  TURN LEFT AND GO EAST FOR 1.8 MILES TO A CROSSROAD
 CZ2111'AND THE STATION SITE.
 CZ2111
 CZ2111                          STATION RECOVERY (1969)
 CZ2111
 CZ2111'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 CZ2111'1967 MONUMENT DESTROYED RESET IN MARCH 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1017 ***********************************************************************
 CZ1017  DESIGNATION -  AG 46
 CZ1017  PID         -  CZ1017
 CZ1017  STATE/COUNTY-  AZ/PINAL
 CZ1017  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1017
 CZ1017                         *CURRENT SURVEY CONTROL
 CZ1017  ___________________________________________________________________
 CZ1017* NAD 83(1992)-  32 51 00.63436(N)    111 42 18.10625(W)     ADJUSTED  
 CZ1017* NAVD 88     -       437.98   (+/-2cm)    1436.9    (feet)  VERTCON   
 CZ1017  ___________________________________________________________________
 CZ1017  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ1017  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1017
 CZ1017  HORZ ORDER  -  FIRST
 CZ1017  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1017
 CZ1017.The horizontal coordinates were established by classical geodetic methods
 CZ1017.and adjusted by the National Geodetic Survey in August 1993..
 CZ1017
 CZ1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1017.The vertical order pertains to the NGVD 29 superseded value.
 CZ1017
 CZ1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1017
 CZ1017.The geoid height was determined by GEOID03.
 CZ1017
 CZ1017;                    North         East     Units Scale Factor Converg.
 CZ1017;SPC AZ C     -   205,157.123   233,169.570   MT  0.99990484   +0 06 53.3
 CZ1017;SPC AZ C     -   673,087.67    764,992.03   iFT  0.99990484   +0 06 53.3
 CZ1017;UTM  12      - 3,634,897.849   434,027.301   MT  0.99965367   -0 22 56.8
 CZ1017
 CZ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1017!SPC AZ C     -   0.99993597  x   0.99990484  =   0.99984081
 CZ1017!UTM  12      -   0.99993597  x   0.99965367  =   0.99958966
 CZ1017
 CZ1017|---------------------------------------------------------------------|
 CZ1017| PID    Reference Object                     Distance      Geod. Az  |
 CZ1017|                                                           dddmmss.s |
 CZ1017| CH4874 AG 46 RM E                            8.831 METERS 08858     |
 CZ1017| CH4875 AG 46 RM S                            8.835 METERS 17857     |
 CZ1017| CZ2047 CASA GRANDE 2                       APPROX. 3.4 KM 1924843.8 |
 CZ1017|---------------------------------------------------------------------|
 CZ1017
 CZ1017                          SUPERSEDED SURVEY CONTROL
 CZ1017
 CZ1017  NAD 83(1986)-  32 51 00.62879(N)    111 42 18.10733(W) AD(       ) 1
 CZ1017  NAD 27      -  32 51 00.42466(N)    111 42 15.64588(W) AD(       ) 1
 CZ1017  NGVD 29 (??/??/92)  437.477  (m)         1435.29   (f) ADJ UNCH    1 2
 CZ1017
 CZ1017.Superseded values are not recommended for survey control.
 CZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1017.See file dsdata.txt to determine how the superseded data were derived.
 CZ1017
 CZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3402734898(NAD 83)
 CZ1017_MARKER: DD = SURVEY DISK
 CZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1017_STAMPING: AG 46 1967
 CZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1017+STABILITY: SURFACE MOTION
 CZ1017
 CZ1017  HISTORY     - Date     Condition        Report By
 CZ1017  HISTORY     - 1967     MONUMENTED       DMA
 CZ1017  HISTORY     - 1967     GOOD             NGS
 CZ1017  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1017  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1017
 CZ1017                          STATION DESCRIPTION
 CZ1017
 CZ1017'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1017'T-7-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ1017'
 CZ1017'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1017'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1017'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1017'IS STAMPED--AG 46 1967 ARMY MAP SERVICE.
 CZ1017'
 CZ1017'THE STATION MARK IS LOCATED 46.0 FEET SOUTH OF EAST-WEST
 CZ1017'FENCE.  62.0 FEET SOUTH OF EAST-WEST POWERLINE.  88.0 FEET SOUTH OF
 CZ1017'THE CENTERLINE OF EAST-WEST ROAD.  213.0 FEET EAST OF THE
 CZ1017'CENTERLINE OF NORTH-SOUTH ROAD.  110.0 FEET EAST OF NORTHEAST
 CZ1017'CORNER OF HOUSE.
 CZ1017'
 CZ1017'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1017'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.9 MILES TO
 CZ1017'A NORTH-SOUTH CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.30 MILE TO
 CZ1017'A CROSSROAD AND THE STATION SITE.
 CZ1017
 CZ1017                          STATION RECOVERY (1967)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1017'3.9 MI SE FROM CASA GRANDE.
 CZ1017'ABOUT 3.55 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1017'THE STATION AT CASA GRANDE, THENCE 0.35 MILE NORTH ALONG A GRAVELED
 CZ1017'ROAD, IN S 2, T 7 S, R 6 E, AT THE INTERSECTION OF THE GRAVELED ROAD
 CZ1017'AND A PAVED ROAD, 217 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 CZ1017'ROAD, 89 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 109 FEET
 CZ1017'EAST OF THE NORTHEAST CORNER OF AN ABANDONED HOUSE, 82 FEET SOUTHWEST
 CZ1017'OF A POWER POLE BEARING A TRANSFORMER, ABOUT LEVEL WITH THE ROAD, AND
 CZ1017'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ1017
 CZ1017                          STATION RECOVERY (1980)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1017'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE FIELD DESCRIBED
 CZ1017'HAS BEEN PLOWED UP AND THE MARK IS BELIEVED DESTROYED.
 CZ1017
 CZ1017                          STATION RECOVERY (1980)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1017'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE FIELD DESCRIBED
 CZ1017'HAS BEEN PLOWED UP AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2086 ***********************************************************************
 CZ2086  DESIGNATION -  AG 47
 CZ2086  PID         -  CZ2086
 CZ2086  STATE/COUNTY-  AZ/PINAL
 CZ2086  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2086
 CZ2086                         *CURRENT SURVEY CONTROL
 CZ2086  ___________________________________________________________________
 CZ2086* NAD 83(1992)-  32 50 08.33733(N)    111 42 19.52761(W)     ADJUSTED  
 CZ2086* NAVD 88     -       442.20   (+/-2cm)    1450.8    (feet)  VERTCON   
 CZ2086  ___________________________________________________________________
 CZ2086  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2086  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2086
 CZ2086  HORZ ORDER  -  FIRST
 CZ2086  VERT ORDER  -  THIRD ? (See Below)
 CZ2086
 CZ2086.The horizontal coordinates were established by classical geodetic methods
 CZ2086.and adjusted by the National Geodetic Survey in August 1993..
 CZ2086
 CZ2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2086.The vertical order pertains to the NGVD 29 superseded value.
 CZ2086
 CZ2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2086
 CZ2086.The geoid height was determined by GEOID03.
 CZ2086
 CZ2086;                    North         East     Units Scale Factor Converg.
 CZ2086;SPC AZ C     -   203,546.143   233,135.835   MT  0.99990482   +0 06 52.4
 CZ2086;SPC AZ C     -   667,802.31    764,881.35   iFT  0.99990482   +0 06 52.4
 CZ2086;UTM  12      - 3,633,287.626   433,979.601   MT  0.99965374   -0 22 57.1
 CZ2086
 CZ2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2086!SPC AZ C     -   0.99993530  x   0.99990482  =   0.99984013
 CZ2086!UTM  12      -   0.99993530  x   0.99965374  =   0.99958907
 CZ2086
 CZ2086|---------------------------------------------------------------------|
 CZ2086| PID    Reference Object                     Distance      Geod. Az  |
 CZ2086|                                                           dddmmss.s |
 CZ2086| CH4876 AG 47 RM E                            8.829 METERS 08904     |
 CZ2086| CH4877 AG 47 RM S                            8.848 METERS 17855     |
 CZ2086| CZ2047 CASA GRANDE 2                       APPROX. 1.9 KM 2023453.8 |
 CZ2086|---------------------------------------------------------------------|
 CZ2086
 CZ2086                          SUPERSEDED SURVEY CONTROL
 CZ2086
 CZ2086  NAD 83(1986)-  32 50 08.33175(N)    111 42 19.52858(W) AD(       ) 1
 CZ2086  NAD 27      -  32 50 08.12622(N)    111 42 17.06870(W) AD(       ) 1
 CZ2086  NGVD 29 (07/19/86)  441.67   (m)         1449.0    (f) LEVELING    3  
 CZ2086
 CZ2086.Superseded values are not recommended for survey control.
 CZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2086.See file dsdata.txt to determine how the superseded data were derived.
 CZ2086
 CZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3398033288(NAD 83)
 CZ2086_MARKER: DD = SURVEY DISK
 CZ2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2086
 CZ2086  HISTORY     - Date     Condition        Report By
 CZ2086  HISTORY     - 1966     MONUMENTED       DMA
 CZ2086
 CZ2086                          STATION DESCRIPTION
 CZ2086
 CZ2086'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2086'T-7-S.  R-6-E.  IN SECTION 11 NEAR THE NORTHWEST CORNER.
 CZ2086'
 CZ2086'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2086'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2086'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2086'IS STAMPED--AG 47 1966 ARMY MAP SERVICE.
 CZ2086'
 CZ2086'THE STATION MARK IS LOCATED 320 FEET SOUTH OF THE EAST-WEST
 CZ2086'FENCE LINE AND 95 FEET EAST OF A LONE SAGUARO CACTUS ABOUT 10
 CZ2086'FEET HIGH.
 CZ2086'
 CZ2086'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2086'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A
 CZ2086'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.95 MILE TO
 CZ2086'DIRT ROAD ON SOUTH BANK OF CANAL.  TURN LEFT AND GO EASTERLY ON
 CZ2086'SOUTH BANK OF CANAL FOR 1.3 MILES TO POINT OPPOSITE DITCH FROM
 CZ2086'NORTH.  CONTINUE EAST ABOUT 75 FEET, TURN RIGHT (SOUTH) THRU
 CZ2086'FENCE, (AT THIS POINT A GATE IS NEEDED IN A 3 STRAND BARBED
 CZ2086'WIRE FENCE.  SOME CONSTRUCTION WILL ALSO BE NEEDED TO GET HEAVY
 CZ2086'EQUIPMENT OFF CANAL BANK 4 FEET HIGH) AND GO SOUTH 320
 CZ2086'FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2088 ***********************************************************************
 CZ2088  DESIGNATION -  AG 48
 CZ2088  PID         -  CZ2088
 CZ2088  STATE/COUNTY-  AZ/PINAL
 CZ2088  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2088
 CZ2088                         *CURRENT SURVEY CONTROL
 CZ2088  ___________________________________________________________________
 CZ2088* NAD 83(1992)-  32 49 12.70814(N)    111 42 21.83062(W)     ADJUSTED  
 CZ2088* NAVD 88     -       500.16   (+/-2cm)    1640.9    (feet)  VERTCON   
 CZ2088  ___________________________________________________________________
 CZ2088  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2088  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2088
 CZ2088  HORZ ORDER  -  FIRST
 CZ2088  VERT ORDER  -  THIRD ? (See Below)
 CZ2088
 CZ2088.The horizontal coordinates were established by classical geodetic methods
 CZ2088.and adjusted by the National Geodetic Survey in August 1993..
 CZ2088
 CZ2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2088.The vertical order pertains to the NGVD 29 superseded value.
 CZ2088
 CZ2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2088
 CZ2088.The geoid height was determined by GEOID03.
 CZ2088
 CZ2088;                    North         East     Units Scale Factor Converg.
 CZ2088;SPC AZ C     -   201,832.480   233,079.360   MT  0.99990479   +0 06 50.9
 CZ2088;SPC AZ C     -   662,180.05    764,696.06   iFT  0.99990479   +0 06 50.9
 CZ2088;UTM  12      - 3,631,574.947   433,908.283   MT  0.99965386   -0 22 57.7
 CZ2088
 CZ2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2088!SPC AZ C     -   0.99992621  x   0.99990479  =   0.99983100
 CZ2088!UTM  12      -   0.99992621  x   0.99965386  =   0.99958009
 CZ2088
 CZ2088|---------------------------------------------------------------------|
 CZ2088| PID    Reference Object                     Distance      Geod. Az  |
 CZ2088|                                                           dddmmss.s |
 CZ2088| CH4878 AG 48 RM 1                            8.765 METERS 02737     |
 CZ2088| CH4879 AG 48 RM NE                          16.523 METERS 08533     |
 CZ2088| CZ2043 FOUR                                APPROX. 7.1 KM 0870618.5 |
 CZ2088| CH4880 AG 48 RM S                           10.561 METERS 17750     |
 CZ2088|---------------------------------------------------------------------|
 CZ2088
 CZ2088                          SUPERSEDED SURVEY CONTROL
 CZ2088
 CZ2088  NAD 83(1986)-  32 49 12.70256(N)    111 42 21.83135(W) AD(       ) 1
 CZ2088  NAD 27      -  32 49 12.49574(N)    111 42 19.37259(W) AD(       ) 1
 CZ2088  NGVD 29 (07/19/86)  499.60   (m)         1639.1    (f) LEVELING    3  
 CZ2088
 CZ2088.Superseded values are not recommended for survey control.
 CZ2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2088.See file dsdata.txt to determine how the superseded data were derived.
 CZ2088
 CZ2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3390831575(NAD 83)
 CZ2088_MARKER: DD = SURVEY DISK
 CZ2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2088
 CZ2088  HISTORY     - Date     Condition        Report By
 CZ2088  HISTORY     - 1966     MONUMENTED       DMA
 CZ2088
 CZ2088                          STATION DESCRIPTION
 CZ2088
 CZ2088'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2088'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE NORTHEAST CORNER.
 CZ2088'
 CZ2088'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2088'CENTERED IN THE TOP OF A ROUND CONCRETE SLAB WHICH IS 2 FEET IN
 CZ2088'DIAMETER PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2088'MARK IS STAMPED--AG-48 1966 ARMY MAP SERVICE.
 CZ2088'
 CZ2088'THE STATION MARK IS LOCATED APPROXIMATELY 415 FEET SOUTH-SOUTHWEST
 CZ2088'OF THE SECTION CORNER.  APPROXIMATELY 390 FEET SOUTH OF THE
 CZ2088'EAST-WEST SECTION LINE.  APPROXIMATELY 145 FEET WEST OF THE
 CZ2088'NORTH-SOUTH SECTION LINE.  75 FEET SOUTH OF THE DRAIN.  65 FEET
 CZ2088'WEST OF A PALO VERDE TREE.
 CZ2088'
 CZ2088'THE REFERENCE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2088'CEMENTED IN THE TOP CENTER OF THE NORTH PANEL SEGMENT, 1 FOOT
 CZ2088'SOUTH OF THE NORTH EDGE.
 CZ2088'
 CZ2088'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2088'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2088'PAVED ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY)
 CZ2088'FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE 8).  TURN
 CZ2088'RIGHT AND GO WEST FOR 1.0 MILES TO A CROSSROAD JUST WEST OF A
 CZ2088'SMALL BLOCK BUILDING.  TURN RIGHT AND GO NORTH FOR 0.25 MILES
 CZ2088'TO A FENCE CORNER.  GO THREW GATE AT FENCE CORNER AND GO NORTH
 CZ2088'ALONG THE WEST SIDE OF FENCE FOR 0.5 MILE TO THE NORTHEAST
 CZ2088'CORNER OF A BORROW PIT.  TURN LEFT AND GO NORTHWEST AND WEST FOR
 CZ2088'0.4 MILE TO THE NORTHWEST CORNER OF THE BORROW PIT.  TURN RIGHT
 CZ2088'ON A DIRT ROAD AND GO NORTHWEST FOR 0.3 MILE TO THE INTERSTATE
 CZ2088'FENCE.  TURN LEFT AND GO SOUTHWEST FOR 0.8 MILE TO THE STATION
 CZ2088'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2090 ***********************************************************************
 CZ2090  DESIGNATION -  AG 49
 CZ2090  PID         -  CZ2090
 CZ2090  STATE/COUNTY-  AZ/PINAL
 CZ2090  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2090
 CZ2090                         *CURRENT SURVEY CONTROL
 CZ2090  ___________________________________________________________________
 CZ2090* NAD 83(1992)-  32 48 24.09256(N)    111 42 25.09739(W)     ADJUSTED  
 CZ2090* NAVD 88     -       687.61   (+/-2cm)    2255.9    (feet)  VERTCON   
 CZ2090  ___________________________________________________________________
 CZ2090  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2090  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2090
 CZ2090  HORZ ORDER  -  FIRST
 CZ2090  VERT ORDER  -  THIRD ? (See Below)
 CZ2090
 CZ2090.The horizontal coordinates were established by classical geodetic methods
 CZ2090.and adjusted by the National Geodetic Survey in August 1993..
 CZ2090
 CZ2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2090.The vertical order pertains to the NGVD 29 superseded value.
 CZ2090
 CZ2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2090
 CZ2090.The geoid height was determined by GEOID03.
 CZ2090
 CZ2090;                    North         East     Units Scale Factor Converg.
 CZ2090;SPC AZ C     -   200,334.811   232,997.364   MT  0.99990475   +0 06 49.0
 CZ2090;SPC AZ C     -   657,266.44    764,427.05   iFT  0.99990475   +0 06 49.0
 CZ2090;UTM  12      - 3,630,078.421   433,813.329   MT  0.99965401   -0 22 59.0
 CZ2090
 CZ2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2090!SPC AZ C     -   0.99989678  x   0.99990475  =   0.99980154
 CZ2090!UTM  12      -   0.99989678  x   0.99965401  =   0.99955083
 CZ2090
 CZ2090|---------------------------------------------------------------------|
 CZ2090| PID    Reference Object                     Distance      Geod. Az  |
 CZ2090|                                                           dddmmss.s |
 CZ2090| CH4882 AG 49 RM NE                          13.539 METERS 02840     |
 CZ2090| CZ2082 AH 49                               APPROX. 1.7 KM 0881546.6 |
 CZ2090| CH4881 AG 49 RM 1                            8.763 METERS 23553     |
 CZ2090| CH4883 AG 49 RM W                           22.017 METERS 27140     |
 CZ2090|---------------------------------------------------------------------|
 CZ2090
 CZ2090                          SUPERSEDED SURVEY CONTROL
 CZ2090
 CZ2090  NAD 83(1986)-  32 48 24.08691(N)    111 42 25.09807(W) AD(       ) 1
 CZ2090  NAD 27      -  32 48 23.87870(N)    111 42 22.64070(W) AD(       ) 1
 CZ2090  NGVD 29 (07/19/86)  687.02   (m)         2254.0    (f) LEVELING    3  
 CZ2090
 CZ2090.Superseded values are not recommended for survey control.
 CZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2090.See file dsdata.txt to determine how the superseded data were derived.
 CZ2090
 CZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3381330078(NAD 83)
 CZ2090_MARKER: DD = SURVEY DISK
 CZ2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2090
 CZ2090  HISTORY     - Date     Condition        Report By
 CZ2090  HISTORY     - 1966     MONUMENTED       DMA
 CZ2090
 CZ2090                          STATION DESCRIPTION
 CZ2090
 CZ2090'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2090'T-7-S.  R-6-E.  IN SECTION 22 NEAR THE NORTHEAST CORNER.
 CZ2090'
 CZ2090'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2090'CENTERED IN THE TOP OF CIRCULAR CONCRETE SLAB 2 FEET IN DIAMETER
 CZ2090'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2090'IS STAMPED--AG 49 1966 ARMY MAP SERVICE.
 CZ2090'
 CZ2090'THE STATION MARK IS LOCATED 86 FEET SOUTHWEST OF A PALO VERDE
 CZ2090'TREE.  87 FEET EAST-NORTHEAST OF A PALO VERDE TREE.  95 FEET EAST
 CZ2090'OF A PALO VERDE TREE.  60 FEET NORTHEAST OF A PALO VERDE TREE.
 CZ2090'
 CZ2090'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2090'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2090'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA
 CZ2090'CITY) FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE
 CZ2090'8).  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A CROSSROAD JUST
 CZ2090'WEST OF A GROUP OF BUILDINGS.  CONTINUE WEST FOR 0.5 MILE TO A
 CZ2090'CURVE NORTH AND A TRAIL WEST.  CONTINUE WEST ON TRAIL FOR 0.2
 CZ2090'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP RIDGE
 CZ2090'TO TOP OF MOUNTAIN AND THE STATION SITE.
 CZ2090'
 CZ2090'REFERENCE MARK IS LOCATED 1 FOOT NORTHEAST OF THE SOUTHWEST END
 CZ2090'OF THE SOUTHWEST PANEL LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2085 ***********************************************************************
 CZ2085  DESIGNATION -  AG 50
 CZ2085  PID         -  CZ2085
 CZ2085  STATE/COUNTY-  AZ/PINAL
 CZ2085  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2085
 CZ2085                         *CURRENT SURVEY CONTROL
 CZ2085  ___________________________________________________________________
 CZ2085* NAD 83(1992)-  32 47 30.42955(N)    111 42 18.85713(W)     ADJUSTED  
 CZ2085* NAVD 88     -       471.71   (+/-2cm)    1547.6    (feet)  VERTCON   
 CZ2085  ___________________________________________________________________
 CZ2085  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2085  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2085
 CZ2085  HORZ ORDER  -  FIRST
 CZ2085  VERT ORDER  -  THIRD ? (See Below)
 CZ2085
 CZ2085.The horizontal coordinates were established by classical geodetic methods
 CZ2085.and adjusted by the National Geodetic Survey in August 1993..
 CZ2085
 CZ2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2085.The vertical order pertains to the NGVD 29 superseded value.
 CZ2085
 CZ2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2085
 CZ2085.The geoid height was determined by GEOID03.
 CZ2085
 CZ2085;                    North         East     Units Scale Factor Converg.
 CZ2085;SPC AZ C     -   198,682.163   233,162.997   MT  0.99990483   +0 06 52.2
 CZ2085;SPC AZ C     -   651,844.37    764,970.46   iFT  0.99990483   +0 06 52.2
 CZ2085;UTM  12      - 3,628,424.815   433,964.595   MT  0.99965377   -0 22 55.1
 CZ2085
 CZ2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2085!SPC AZ C     -   0.99993068  x   0.99990483  =   0.99983551
 CZ2085!UTM  12      -   0.99993068  x   0.99965377  =   0.99958447
 CZ2085
 CZ2085:                Primary Azimuth Mark                     Grid Az
 CZ2085:SPC AZ C     -  STA 1 OF C6                              023 23 18.0
 CZ2085:UTM  12      -  STA 1 OF C6                              023 53 05.3
 CZ2085
 CZ2085|---------------------------------------------------------------------|
 CZ2085| PID    Reference Object                     Distance      Geod. Az  |
 CZ2085|                                                           dddmmss.s |
 CZ2085| CZ2084 STA 1 OF C6                         APPROX. 1.3 KM 0233010.2 |
 CZ2085| CH4884 AG 50 RM E                            8.819 METERS 08916     |
 CZ2085| CH4885 AG 50 RM S                            8.822 METERS 17913     |
 CZ2085|---------------------------------------------------------------------|
 CZ2085
 CZ2085                          SUPERSEDED SURVEY CONTROL
 CZ2085
 CZ2085  NAD 83(1986)-  32 47 30.42389(N)    111 42 18.85762(W) AD(       ) 1
 CZ2085  NAD 27      -  32 47 30.21415(N)    111 42 16.40171(W) AD(       ) 1
 CZ2085  NGVD 29 (07/19/86)  471.12   (m)         1545.7    (f) LEVELING    3  
 CZ2085
 CZ2085.Superseded values are not recommended for survey control.
 CZ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2085.See file dsdata.txt to determine how the superseded data were derived.
 CZ2085
 CZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3396528425(NAD 83)
 CZ2085_MARKER: DD = SURVEY DISK
 CZ2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2085
 CZ2085  HISTORY     - Date     Condition        Report By
 CZ2085  HISTORY     - 1966     MONUMENTED       DMA
 CZ2085
 CZ2085                          STATION DESCRIPTION
 CZ2085
 CZ2085'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2085'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE NORTHWEST CORNER.
 CZ2085'
 CZ2085'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2085'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2085'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2085'STAMPED--AG 50 1966 ARMY MAP SERVICE.
 CZ2085'
 CZ2085'THE STATION MARK IS LOCATED 56 FEET EAST OF THE CENTERLINE OF THE
 CZ2085'NORTH-SOUTH ROAD.  72 FEET WEST OF THE CENTERLINE OF TRAIL.  86
 CZ2085'FEET SOUTH OF THE DRAIN.  113 FEET SOUTH OF THE EAST-WEST SECTION
 CZ2085'LINE.  106 FEET EAST OF THE NORTH-SOUTH SECTION LINE.  150.3 FEET
 CZ2085'SOUTHEAST OF THE SECTION CORNER.
 CZ2085'
 CZ2085'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2085'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2085'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES TO
 CZ2085'A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH
 CZ2085'FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.50 MILE
 CZ2085'TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.50 MILE TO SECTION
 CZ2085'CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2087 ***********************************************************************
 CZ2087  DESIGNATION -  AG 51
 CZ2087  PID         -  CZ2087
 CZ2087  STATE/COUNTY-  AZ/PINAL
 CZ2087  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2087
 CZ2087                         *CURRENT SURVEY CONTROL
 CZ2087  ___________________________________________________________________
 CZ2087* NAD 83(1992)-  32 46 41.74293(N)    111 42 21.10579(W)     ADJUSTED  
 CZ2087* NAVD 88     -       451.02   (+/-2cm)    1479.7    (feet)  VERTCON   
 CZ2087  ___________________________________________________________________
 CZ2087  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2087  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2087
 CZ2087  HORZ ORDER  -  FIRST
 CZ2087  VERT ORDER  -  THIRD ? (See Below)
 CZ2087
 CZ2087.The horizontal coordinates were established by classical geodetic methods
 CZ2087.and adjusted by the National Geodetic Survey in August 1993..
 CZ2087
 CZ2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2087.The vertical order pertains to the NGVD 29 superseded value.
 CZ2087
 CZ2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2087
 CZ2087.The geoid height was determined by GEOID03.
 CZ2087
 CZ2087;                    North         East     Units Scale Factor Converg.
 CZ2087;SPC AZ C     -   197,182.365   233,107.480   MT  0.99990481   +0 06 50.9
 CZ2087;SPC AZ C     -   646,923.77    764,788.32   iFT  0.99990481   +0 06 50.9
 CZ2087;UTM  12      - 3,626,925.930   433,896.105   MT  0.99965388   -0 22 55.8
 CZ2087
 CZ2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2087!SPC AZ C     -   0.99993393  x   0.99990481  =   0.99983874
 CZ2087!UTM  12      -   0.99993393  x   0.99965388  =   0.99958783
 CZ2087
 CZ2087:                Primary Azimuth Mark                     Grid Az
 CZ2087:SPC AZ C     -  AG 50                                    002 07 11.7
 CZ2087:UTM  12      -  AG 50                                    002 36 58.4
 CZ2087
 CZ2087|---------------------------------------------------------------------|
 CZ2087| PID    Reference Object                     Distance      Geod. Az  |
 CZ2087|                                                           dddmmss.s |
 CZ2087| CZ2085 AG 50                               APPROX. 1.5 KM 0021402.6 |
 CZ2087| CH4886 AG 51 RM E                            8.837 METERS 08928     |
 CZ2087| CH4887 AG 51 RM S                            8.843 METERS 17918     |
 CZ2087|---------------------------------------------------------------------|
 CZ2087
 CZ2087                          SUPERSEDED SURVEY CONTROL
 CZ2087
 CZ2087  NAD 83(1986)-  32 46 41.73732(N)    111 42 21.10617(W) AD(       ) 1
 CZ2087  NAD 27      -  32 46 41.52639(N)    111 42 18.65164(W) AD(       ) 1
 CZ2087  NGVD 29 (07/19/86)  450.43   (m)         1477.8    (f) LEVELING    3  
 CZ2087
 CZ2087.Superseded values are not recommended for survey control.
 CZ2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2087.See file dsdata.txt to determine how the superseded data were derived.
 CZ2087
 CZ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3389626926(NAD 83)
 CZ2087_MARKER: DD = SURVEY DISK
 CZ2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2087
 CZ2087  HISTORY     - Date     Condition        Report By
 CZ2087  HISTORY     - 1966     MONUMENTED       DMA
 CZ2087
 CZ2087                          STATION DESCRIPTION
 CZ2087
 CZ2087'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2087'T-7-S.  R-6-E.  IN SECTION 27 NEAR THE SOUTHEAST CORNER.
 CZ2087'
 CZ2087'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2087'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2087'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2087'STAMPED--AG 51 1966 ARMY MAP SERVICE.
 CZ2087'
 CZ2087'THE STATION MARK IS LOCATED 69 FEET WEST OF THE CENTERLINE OF
 CZ2087'NORTH-SOUTH IRRIGATION DITCH.  80 FEET WEST OF EXTENDED POWERLINE
 CZ2087'SOUTH.  114 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2087'ROAD.  67 FEET NORTH OF IRRIGATION DITCH.  246 FEET NORTH OF THE
 CZ2087'CENTERLINE OF EAST-WEST ROAD.
 CZ2087'
 CZ2087'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2087'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2087'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2087'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND
 CZ2087'SOUTH FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR
 CZ2087'0.50 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.50 MILE
 CZ2087'TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2112 ***********************************************************************
 CZ2112  DESIGNATION -  AG 52
 CZ2112  PID         -  CZ2112
 CZ2112  STATE/COUNTY-  AZ/PINAL
 CZ2112  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2112
 CZ2112                         *CURRENT SURVEY CONTROL
 CZ2112  ___________________________________________________________________
 CZ2112* NAD 83(1992)-  32 45 42.29995(N)    111 42 18.69928(W)     ADJUSTED  
 CZ2112* NAVD 88     -       452.02   (+/-2cm)    1483.0    (feet)  VERTCON   
 CZ2112  ___________________________________________________________________
 CZ2112  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ2112  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2112
 CZ2112  HORZ ORDER  -  FIRST
 CZ2112  VERT ORDER  -  THIRD ? (See Below)
 CZ2112
 CZ2112.The horizontal coordinates were established by classical geodetic methods
 CZ2112.and adjusted by the National Geodetic Survey in August 1993..
 CZ2112
 CZ2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2112.The vertical order pertains to the NGVD 29 superseded value.
 CZ2112
 CZ2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2112
 CZ2112.The geoid height was determined by GEOID03.
 CZ2112
 CZ2112;                    North         East     Units Scale Factor Converg.
 CZ2112;SPC AZ C     -   195,351.488   233,173.759   MT  0.99990484   +0 06 52.0
 CZ2112;SPC AZ C     -   640,916.96    765,005.77   iFT  0.99990484   +0 06 52.0
 CZ2112;UTM  12      - 3,625,095.007   433,946.513   MT  0.99965380   -0 22 53.9
 CZ2112
 CZ2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2112!SPC AZ C     -   0.99993377  x   0.99990484  =   0.99983862
 CZ2112!UTM  12      -   0.99993377  x   0.99965380  =   0.99958760
 CZ2112
 CZ2112:                Primary Azimuth Mark                     Grid Az
 CZ2112:SPC AZ C     -  AH 52                                    086 14 22.1
 CZ2112:UTM  12      -  AH 52                                    086 44 08.0
 CZ2112
 CZ2112|---------------------------------------------------------------------|
 CZ2112| PID    Reference Object                     Distance      Geod. Az  |
 CZ2112|                                                           dddmmss.s |
 CZ2112| CZ2077 AH 52                               APPROX. 1.6 KM 0862114.1 |
 CZ2112|---------------------------------------------------------------------|
 CZ2112
 CZ2112                          SUPERSEDED SURVEY CONTROL
 CZ2112
 CZ2112  NAD 83(1986)-  32 45 42.29435(N)    111 42 18.69953(W) AD(       ) 1
 CZ2112  NAD 27      -  32 45 42.08186(N)    111 42 16.24591(W) AD(       ) 1
 CZ2112  NGVD 29 (07/19/86)  451.43   (m)         1481.1    (f) LEVELING    3  
 CZ2112
 CZ2112.Superseded values are not recommended for survey control.
 CZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2112.See file dsdata.txt to determine how the superseded data were derived.
 CZ2112
 CZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3394725095(NAD 83)
 CZ2112_MARKER: DD = SURVEY DISK
 CZ2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2112+STABILITY: SURFACE MOTION
 CZ2112
 CZ2112  HISTORY     - Date     Condition        Report By
 CZ2112  HISTORY     - 1966     MONUMENTED       DMA
 CZ2112  HISTORY     - 1968     MARK NOT FOUND   DMA
 CZ2112
 CZ2112                          STATION DESCRIPTION
 CZ2112
 CZ2112'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2112'T-8-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2112'
 CZ2112'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2112'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2112'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2112'STAMPED--AG 52 1966 ARMY MAP SERVICE.
 CZ2112'
 CZ2112'THE STATION MARK IS LOCATED 140 FEET EAST OF NORTH-SOUTH
 CZ2112'POWERLINE.  61 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2112'IRRIGATION DITCH.  89 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 CZ2112'IRRIGATION DITCH.  111 FEET EAST OF THE CENTERLINE OF
 CZ2112'NORTH-SOUTH ROAD.  89 FEET SOUTH OF EAST-WEST LEVEE.  447 FEET
 CZ2112'SOUTHEAST OF THE INTERSECTING CENTERLINES OF CROSSROADS.
 CZ2112'
 CZ2112'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2112'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2112'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND SOUTH
 CZ2112'ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO INDIAN
 CZ2112'RESERVATION AND ROAD EAST (BATTAGLIA ROAD).  TURN LEFT AND GO
 CZ2112'EAST FOR 3.0 MILES TO CROSSROAD AND THE STATION SITE.
 CZ2112
 CZ2112                          STATION RECOVERY (1968)
 CZ2112
 CZ2112'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2112'NOT FOUND BY AMS FIELD PARTY AFTER SEARCH AND DIGGING.
 CZ2112'
 CZ2112'MARK WILL BE RESET 1968 IF ORIGINAL IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2180 ***********************************************************************
 CZ2180  DESIGNATION -  AG 53
 CZ2180  PID         -  CZ2180
 CZ2180  STATE/COUNTY-  AZ/PINAL
 CZ2180  USGS QUAD   -  ELOY NW (1981)
 CZ2180
 CZ2180                         *CURRENT SURVEY CONTROL
 CZ2180  ___________________________________________________________________
 CZ2180* NAD 83(1992)-  32 44 52.85980(N)    111 42 22.34143(W)     ADJUSTED  
 CZ2180* NAVD 88     -       454.11   (+/-2cm)    1489.9    (feet)  VERTCON   
 CZ2180  ___________________________________________________________________
 CZ2180  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2180  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2180
 CZ2180  HORZ ORDER  -  FIRST
 CZ2180  VERT ORDER  -  THIRD ? (See Below)
 CZ2180
 CZ2180.The horizontal coordinates were established by classical geodetic methods
 CZ2180.and adjusted by the National Geodetic Survey in August 1993..
 CZ2180
 CZ2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2180.The vertical order pertains to the NGVD 29 superseded value.
 CZ2180
 CZ2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2180
 CZ2180.The geoid height was determined by GEOID03.
 CZ2180
 CZ2180;                    North         East     Units Scale Factor Converg.
 CZ2180;SPC AZ C     -   193,828.414   233,081.994   MT  0.99990479   +0 06 49.9
 CZ2180;SPC AZ C     -   635,919.99    764,704.70   iFT  0.99990479   +0 06 49.9
 CZ2180;UTM  12      - 3,623,573.167   433,841.594   MT  0.99965397   -0 22 55.3
 CZ2180
 CZ2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2180!SPC AZ C     -   0.99993345  x   0.99990479  =   0.99983825
 CZ2180!UTM  12      -   0.99993345  x   0.99965397  =   0.99958744
 CZ2180
 CZ2180|---------------------------------------------------------------------|
 CZ2180| PID    Reference Object                     Distance      Geod. Az  |
 CZ2180|                                                           dddmmss.s |
 CZ2180| CH4890 AG 53 RM E                            8.827 METERS 08905     |
 CZ2180| CH4891 AG 53 RM S                            8.838 METERS 17904     |
 CZ2180| CZ2188 AF 53                               APPROX. 1.6 KM 2714626.5 |
 CZ2180|---------------------------------------------------------------------|
 CZ2180
 CZ2180                          SUPERSEDED SURVEY CONTROL
 CZ2180
 CZ2180  NAD 83(1986)-  32 44 52.85419(N)    111 42 22.34157(W) AD(       ) 1
 CZ2180  NAD 27      -  32 44 52.64032(N)    111 42 19.88929(W) AD(       ) 1
 CZ2180  NGVD 29 (07/19/86)  453.52   (m)         1487.9    (f) LEVELING    3  
 CZ2180
 CZ2180.Superseded values are not recommended for survey control.
 CZ2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2180.See file dsdata.txt to determine how the superseded data were derived.
 CZ2180
 CZ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3384223573(NAD 83)
 CZ2180_MARKER: DD = SURVEY DISK
 CZ2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2180
 CZ2180  HISTORY     - Date     Condition        Report By
 CZ2180  HISTORY     - 1966     MONUMENTED       DMA
 CZ2180
 CZ2180                          STATION DESCRIPTION
 CZ2180
 CZ2180'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2180'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2180'
 CZ2180'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2180'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2180'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2180'GROUND.  THE MARK IS STAMPED--AG 53 1966 ARMY MAP SERVICE.
 CZ2180'
 CZ2180'THE STATION MARK IS LOCATED 53 FEET WEST-NORTHWEST OF THE
 CZ2180'NORTHWEST CORNER OF A HOUSE.  113 FEET WEST OF THE CENTERLINE
 CZ2180'OF NORTH-SOUTH CONCRETE IRRIGATION DITCH.  162 FEET WEST OF THE
 CZ2180'CENTERLINE OF NORTH-SOUTH ROAD.  133 FEET WEST OF NORTH-SOUTH
 CZ2180'POWERLINE.  117 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2180'
 CZ2180'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2180'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILE TO A
 CZ2180'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILE TO
 CZ2180'A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH
 CZ2180'FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.50
 CZ2180'MILE TO CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.50 MILES TO A
 CZ2180'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2183 ***********************************************************************
 CZ2183  DESIGNATION -  AG 54
 CZ2183  PID         -  CZ2183
 CZ2183  STATE/COUNTY-  AZ/PINAL
 CZ2183  USGS QUAD   -  ELOY NW (1981)
 CZ2183
 CZ2183                         *CURRENT SURVEY CONTROL
 CZ2183  ___________________________________________________________________
 CZ2183* NAD 83(1992)-  32 44 02.13698(N)    111 42 23.16068(W)     ADJUSTED  
 CZ2183* NAVD 88     -       456.91   (+/-2cm)    1499.0    (feet)  VERTCON   
 CZ2183  ___________________________________________________________________
 CZ2183  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2183  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2183
 CZ2183  HORZ ORDER  -  FIRST
 CZ2183  VERT ORDER  -  THIRD ? (See Below)
 CZ2183
 CZ2183.The horizontal coordinates were established by classical geodetic methods
 CZ2183.and adjusted by the National Geodetic Survey in August 1993..
 CZ2183
 CZ2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2183.The vertical order pertains to the NGVD 29 superseded value.
 CZ2183
 CZ2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2183
 CZ2183.The geoid height was determined by GEOID03.
 CZ2183
 CZ2183;                    North         East     Units Scale Factor Converg.
 CZ2183;SPC AZ C     -   192,265.981   233,063.770   MT  0.99990479   +0 06 49.3
 CZ2183;SPC AZ C     -   630,793.90    764,644.91   iFT  0.99990479   +0 06 49.3
 CZ2183;UTM  12      - 3,622,011.342   433,809.858   MT  0.99965402   -0 22 55.2
 CZ2183
 CZ2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2183!SPC AZ C     -   0.99993301  x   0.99990479  =   0.99983781
 CZ2183!UTM  12      -   0.99993301  x   0.99965402  =   0.99958705
 CZ2183
 CZ2183|---------------------------------------------------------------------|
 CZ2183| PID    Reference Object                     Distance      Geod. Az  |
 CZ2183|                                                           dddmmss.s |
 CZ2183| CH4892 AG 54 RM E                            8.837 METERS 08922     |
 CZ2183| CH3996 AG 54 RM S                            8.833 METERS 17933     |
 CZ2183| CZ2047 CASA GRANDE 2                       APPROX. 9.6 KM 3561217.1 |
 CZ2183|---------------------------------------------------------------------|
 CZ2183
 CZ2183                          SUPERSEDED SURVEY CONTROL
 CZ2183
 CZ2183  NAD 83(1986)-  32 44 02.13137(N)    111 42 23.16071(W) AD(       ) 1
 CZ2183  NAD 27      -  32 44 01.91598(N)    111 42 20.70986(W) AD(       ) 1
 CZ2183  NGVD 29 (07/19/86)  456.33   (m)         1497.1    (f) LEVELING    3  
 CZ2183
 CZ2183.Superseded values are not recommended for survey control.
 CZ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2183.See file dsdata.txt to determine how the superseded data were derived.
 CZ2183
 CZ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3381022011(NAD 83)
 CZ2183_MARKER: DD = SURVEY DISK
 CZ2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2183
 CZ2183  HISTORY     - Date     Condition        Report By
 CZ2183  HISTORY     - 1966     MONUMENTED       DMA
 CZ2183
 CZ2183                          STATION DESCRIPTION
 CZ2183
 CZ2183'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2183'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE SOUTHEAST CORNER.
 CZ2183'
 CZ2183'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2183'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2183'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2183'IS STAMPED--AG 54 1966 ARMY MAP SERVICE.
 CZ2183'
 CZ2183'THE STATION MARK IS LOCATED 187 FEET WEST OF THE CENTERLINE OF
 CZ2183'NORTH-SOUTH ROAD.  46 FEET NORTH OF EAST-WEST POWERLINE.  74 FEET
 CZ2183'NORTH OF EAST-WEST FENCE.  160 FEET WEST OF NORTH-SOUTH
 CZ2183'FENCE.  162 FEET WEST OF NORTH-SOUTH POWERLINE.  60 FEET
 CZ2183'SOUTHWEST OF NORTHWEST-SOUTHEAST IRRIGATION DITCH.  115 FEET
 CZ2183'NORTH OF EAST-WEST ROAD.
 CZ2183'
 CZ2183'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2183'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2183'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2183'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2183'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD
 CZ2183'SOUTH.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A FENCE
 CZ2183'CORNER.  TURN LEFT (GOING THROUGH GATE IN FENCE) AND GO
 CZ2183'EAST ON DIM TRAIL FOR 1.0 MILE TO A FENCE CORNER AND THE
 CZ2183'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2179 ***********************************************************************
 CZ2179  DESIGNATION -  AG 55
 CZ2179  PID         -  CZ2179
 CZ2179  STATE/COUNTY-  AZ/PINAL
 CZ2179  USGS QUAD   -  ELOY NW (1981)
 CZ2179
 CZ2179                         *CURRENT SURVEY CONTROL
 CZ2179  ___________________________________________________________________
 CZ2179* NAD 83(1992)-  32 43 09.88447(N)    111 42 20.88938(W)     ADJUSTED  
 CZ2179* NAVD 88     -       460.52   (+/-2cm)    1510.9    (feet)  VERTCON   
 CZ2179  ___________________________________________________________________
 CZ2179  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CZ2179  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2179
 CZ2179  HORZ ORDER  -  FIRST
 CZ2179  VERT ORDER  -  THIRD ? (See Below)
 CZ2179
 CZ2179.The horizontal coordinates were established by classical geodetic methods
 CZ2179.and adjusted by the National Geodetic Survey in August 1993..
 CZ2179
 CZ2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2179.The vertical order pertains to the NGVD 29 superseded value.
 CZ2179
 CZ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2179
 CZ2179.The geoid height was determined by GEOID03.
 CZ2179
 CZ2179;                    North         East     Units Scale Factor Converg.
 CZ2179;SPC AZ C     -   190,656.593   233,126.104   MT  0.99990482   +0 06 50.3
 CZ2179;SPC AZ C     -   625,513.76    764,849.42   iFT  0.99990482   +0 06 50.3
 CZ2179;UTM  12      - 3,620,401.879   433,858.257   MT  0.99965394   -0 22 53.5
 CZ2179
 CZ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2179!SPC AZ C     -   0.99993245  x   0.99990482  =   0.99983727
 CZ2179!UTM  12      -   0.99993245  x   0.99965394  =   0.99958641
 CZ2179
 CZ2179|---------------------------------------------------------------------|
 CZ2179| PID    Reference Object                     Distance      Geod. Az  |
 CZ2179|                                                           dddmmss.s |
 CZ2179| CH3997 AG 55 RM E                            8.842 METERS 08916     |
 CZ2179| CH3998 AG 55 RM S                            8.829 METERS 17913     |
 CZ2179| CZ2286 CHUI                                APPROX. 8.8 KM 3005856.7 |
 CZ2179|---------------------------------------------------------------------|
 CZ2179
 CZ2179                          SUPERSEDED SURVEY CONTROL
 CZ2179
 CZ2179  NAD 83(1986)-  32 43 09.87887(N)    111 42 20.88929(W) AD(       ) 1
 CZ2179  NAD 27      -  32 43 09.66175(N)    111 42 18.43997(W) AD(       ) 1
 CZ2179  NGVD 29 (07/19/86)  459.94   (m)         1509.0    (f) LEVELING    3  
 CZ2179
 CZ2179.Superseded values are not recommended for survey control.
 CZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2179.See file dsdata.txt to determine how the superseded data were derived.
 CZ2179
 CZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3385820402(NAD 83)
 CZ2179_MARKER: DD = SURVEY DISK
 CZ2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2179
 CZ2179  HISTORY     - Date     Condition        Report By
 CZ2179  HISTORY     - 1966     MONUMENTED       DMA
 CZ2179
 CZ2179                          STATION DESCRIPTION
 CZ2179
 CZ2179'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2179'T-8-S.  R-6-E.  IN SECTION 14 NEAR THE SOUTHWEST CORNER.
 CZ2179'
 CZ2179'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2179'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2179'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2179'MARK IS STAMPED--AG 55 1966 ARMY MAP SERVICE.
 CZ2179'
 CZ2179'THE STATION IS LOCATED 60 FEET NORTH OF EAST-WEST CONCRETE
 CZ2179'IRRIGATION DITCH.  90 FEET NORTH OF EAST-WEST ROAD.  125 FEET
 CZ2179'EAST OF CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  57 FEET EAST
 CZ2179'OF NORTH-SOUTH FIELD ROAD.
 CZ2179'
 CZ2179'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2179'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2179'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2179'CITY.  FORM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2179'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO A
 CZ2179'FIELD ROAD SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2181 ***********************************************************************
 CZ2181  DESIGNATION -  AG 56
 CZ2181  PID         -  CZ2181
 CZ2181  STATE/COUNTY-  AZ/PINAL
 CZ2181  USGS QUAD   -  ELOY NW (1981)
 CZ2181
 CZ2181                         *CURRENT SURVEY CONTROL
 CZ2181  ___________________________________________________________________
 CZ2181* NAD 83(1992)-  32 42 15.55253(N)    111 42 22.51884(W)     ADJUSTED  
 CZ2181* NAVD 88     -       463.69   (+/-2cm)    1521.3    (feet)  VERTCON   
 CZ2181  ___________________________________________________________________
 CZ2181  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2181  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2181
 CZ2181  HORZ ORDER  -  FIRST
 CZ2181  VERT ORDER  -  THIRD ? (See Below)
 CZ2181
 CZ2181.The horizontal coordinates were established by classical geodetic methods
 CZ2181.and adjusted by the National Geodetic Survey in August 1993..
 CZ2181
 CZ2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2181.The vertical order pertains to the NGVD 29 superseded value.
 CZ2181
 CZ2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2181
 CZ2181.The geoid height was determined by GEOID03.
 CZ2181
 CZ2181;                    North         East     Units Scale Factor Converg.
 CZ2181;SPC AZ C     -   188,982.956   233,086.996   MT  0.99990480   +0 06 49.3
 CZ2181;SPC AZ C     -   620,022.82    764,721.12   iFT  0.99990480   +0 06 49.3
 CZ2181;UTM  12      - 3,618,729.062   433,804.694   MT  0.99965403   -0 22 53.8
 CZ2181
 CZ2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2181!SPC AZ C     -   0.99993195  x   0.99990480  =   0.99983676
 CZ2181!UTM  12      -   0.99993195  x   0.99965403  =   0.99958600
 CZ2181
 CZ2181|---------------------------------------------------------------------|
 CZ2181| PID    Reference Object                     Distance      Geod. Az  |
 CZ2181|                                                           dddmmss.s |
 CZ2181| CH3999 AG 56 RM E                            8.830 METERS 08913     |
 CZ2181| CH4000 AG 56 RM S                            8.833 METERS 17910     |
 CZ2181| CZ2047 CASA GRANDE 2                       APPROX.12.8 KM 3570602.6 |
 CZ2181|---------------------------------------------------------------------|
 CZ2181
 CZ2181                          SUPERSEDED SURVEY CONTROL
 CZ2181
 CZ2181  NAD 83(1986)-  32 42 15.54694(N)    111 42 22.51861(W) AD(       ) 1
 CZ2181  NAD 27      -  32 42 15.32799(N)    111 42 20.07032(W) AD(       ) 1
 CZ2181  NGVD 29 (07/19/86)  463.11   (m)         1519.4    (f) LEVELING    3  
 CZ2181
 CZ2181.Superseded values are not recommended for survey control.
 CZ2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2181.See file dsdata.txt to determine how the superseded data were derived.
 CZ2181
 CZ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3380518729(NAD 83)
 CZ2181_MARKER: DD = SURVEY DISK
 CZ2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2181
 CZ2181  HISTORY     - Date     Condition        Report By
 CZ2181  HISTORY     - 1966     MONUMENTED       DMA
 CZ2181  HISTORY     - 1968     POOR             DMA
 CZ2181
 CZ2181                          STATION DESCRIPTION
 CZ2181
 CZ2181'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2181'T-8-S.  R-6-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2181'
 CZ2181'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2181'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2181'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2181'IS STAMPED--AG 56 1966 ARMY MAP SERVICE.
 CZ2181'
 CZ2181'THE STATION MARK IS LOCATED 100 FEET SOUTH OF THE EAST-WEST
 CZ2181'POWERLINE.  77 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2181'ROAD.  49 FEET SOUTH OF THE CENTERLINE OF EAST-WEST IRRIGATION
 CZ2181'DITCH.  88 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2181'ROAD.  72 FEET WEST OF NORTH-SOUTH POWERLINE.
 CZ2181'
 CZ2181'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2181'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2181'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2181'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2181'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2181'A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD
 CZ2181'WEST.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE STATION SITE.
 CZ2181
 CZ2181                          STATION RECOVERY (1968)
 CZ2181
 CZ2181'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2181'FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2182 ***********************************************************************
 CZ2182  DESIGNATION -  AG 57
 CZ2182  PID         -  CZ2182
 CZ2182  STATE/COUNTY-  AZ/PINAL
 CZ2182  USGS QUAD   -  ELOY NW (1981)
 CZ2182
 CZ2182                         *CURRENT SURVEY CONTROL
 CZ2182  ___________________________________________________________________
 CZ2182* NAD 83(1992)-  32 41 22.69697(N)    111 42 22.57240(W)     ADJUSTED  
 CZ2182* NAVD 88     -       465.94   (+/-2cm)    1528.7    (feet)  VERTCON   
 CZ2182  ___________________________________________________________________
 CZ2182  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CZ2182  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2182
 CZ2182  HORZ ORDER  -  FIRST
 CZ2182  VERT ORDER  -  THIRD ? (See Below)
 CZ2182
 CZ2182.The horizontal coordinates were established by classical geodetic methods
 CZ2182.and adjusted by the National Geodetic Survey in August 1993..
 CZ2182
 CZ2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2182.The vertical order pertains to the NGVD 29 superseded value.
 CZ2182
 CZ2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2182
 CZ2182.The geoid height was determined by GEOID03.
 CZ2182
 CZ2182;                    North         East     Units Scale Factor Converg.
 CZ2182;SPC AZ C     -   187,354.880   233,088.831   MT  0.99990480   +0 06 49.1
 CZ2182;SPC AZ C     -   614,681.36    764,727.14   iFT  0.99990480   +0 06 49.1
 CZ2182;UTM  12      - 3,617,101.439   433,792.461   MT  0.99965405   -0 22 53.3
 CZ2182
 CZ2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2182!SPC AZ C     -   0.99993160  x   0.99990480  =   0.99983640
 CZ2182!UTM  12      -   0.99993160  x   0.99965405  =   0.99958567
 CZ2182
 CZ2182|---------------------------------------------------------------------|
 CZ2182| PID    Reference Object                     Distance      Geod. Az  |
 CZ2182|                                                           dddmmss.s |
 CZ2182| CH4001 AG 57 RM E                            8.828 METERS 08911     |
 CZ2182| CZ2178 AG 59X                              APPROX. 5.0 KM 1714545.0 |
 CZ2182| CH4002 AG 57 RM S                            8.848 METERS 17906     |
 CZ2182|---------------------------------------------------------------------|
 CZ2182
 CZ2182                          SUPERSEDED SURVEY CONTROL
 CZ2182
 CZ2182  NAD 83(1986)-  32 41 22.69137(N)    111 42 22.57205(W) AD(       ) 1
 CZ2182  NAD 27      -  32 41 22.47083(N)    111 42 20.12536(W) AD(       ) 1
 CZ2182  NGVD 29 (07/19/86)  465.37   (m)         1526.8    (f) LEVELING    3  
 CZ2182
 CZ2182.Superseded values are not recommended for survey control.
 CZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2182.See file dsdata.txt to determine how the superseded data were derived.
 CZ2182
 CZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3379217101(NAD 83)
 CZ2182_MARKER: DD = SURVEY DISK
 CZ2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2182
 CZ2182  HISTORY     - Date     Condition        Report By
 CZ2182  HISTORY     - 1966     MONUMENTED       DMA
 CZ2182
 CZ2182                          STATION DESCRIPTION
 CZ2182
 CZ2182'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2182'T-8-S.  R-6-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2182'
 CZ2182'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2182'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2182'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2182'IS STAMPED--AG 57 1966 ARMY MAP SERVICE.
 CZ2182'
 CZ2182'THE STATION MARK IS LOCATED 33 FEET NORTH OF THE CENTERLINE OF
 CZ2182'EAST-WEST IRRIGATION DITCH.  92 FEET WEST OF THE CENTERLINE OF
 CZ2182'NORTH-SOUTH IRRIGATION DITCH.  63 FEET WEST OF EXTENDED POWERLINE
 CZ2182'NORTH.  83 FEET WEST OF EXTENDED CENTERLINE OF ROAD NORTH.  85
 CZ2182'FEET SOUTH OF POWERLINE EAST.  149 FEET SOUTH OF THE CENTERLINE
 CZ2182'OF EAST-WEST ROAD.
 CZ2182'
 CZ2182'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2182'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2182'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2182'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2182'TO A CROSSROAD.  AND TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2182'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2182'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE STATION
 CZ2182'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2185 ***********************************************************************
 CZ2185  DESIGNATION -  AG 58
 CZ2185  PID         -  CZ2185
 CZ2185  STATE/COUNTY-  AZ/PINAL
 CZ2185  USGS QUAD   -  ELOY NW (1981)
 CZ2185
 CZ2185                         *CURRENT SURVEY CONTROL
 CZ2185  ___________________________________________________________________
 CZ2185* NAD 83(1992)-  32 40 30.55747(N)    111 42 25.17762(W)     ADJUSTED  
 CZ2185* NAVD 88     -       468.53   (+/-2cm)    1537.2    (feet)  VERTCON   
 CZ2185  ___________________________________________________________________
 CZ2185  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CZ2185  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2185
 CZ2185  HORZ ORDER  -  FIRST
 CZ2185  VERT ORDER  -  THIRD ? (See Below)
 CZ2185
 CZ2185.The horizontal coordinates were established by classical geodetic methods
 CZ2185.and adjusted by the National Geodetic Survey in August 1993..
 CZ2185
 CZ2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2185.The vertical order pertains to the NGVD 29 superseded value.
 CZ2185
 CZ2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2185
 CZ2185.The geoid height was determined by GEOID03.
 CZ2185
 CZ2185;                    North         East     Units Scale Factor Converg.
 CZ2185;SPC AZ C     -   185,748.732   233,024.146   MT  0.99990477   +0 06 47.5
 CZ2185;SPC AZ C     -   609,411.85    764,514.91   iFT  0.99990477   +0 06 47.5
 CZ2185;UTM  12      - 3,615,496.313   433,713.922   MT  0.99965418   -0 22 54.1
 CZ2185
 CZ2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2185!SPC AZ C     -   0.99993119  x   0.99990477  =   0.99983597
 CZ2185!UTM  12      -   0.99993119  x   0.99965418  =   0.99958539
 CZ2185
 CZ2185|---------------------------------------------------------------------|
 CZ2185| PID    Reference Object                     Distance      Geod. Az  |
 CZ2185|                                                           dddmmss.s |
 CZ2185| CH4003 AG 58 RM E                            8.840 METERS 08905     |
 CZ2185| CH4004 AG 58 RM S                            8.840 METERS 17906     |
 CZ2185| CZ2226 AA 58X                              APPROX. 9.4 KM 2714003.2 |
 CZ2185|---------------------------------------------------------------------|
 CZ2185
 CZ2185                          SUPERSEDED SURVEY CONTROL
 CZ2185
 CZ2185  NAD 83(1986)-  32 40 30.55186(N)    111 42 25.17714(W) AD(       ) 1
 CZ2185  NAD 27      -  32 40 30.32984(N)    111 42 22.73168(W) AD(       ) 1
 CZ2185  NGVD 29 (07/19/86)  467.96   (m)         1535.3    (f) LEVELING    3  
 CZ2185
 CZ2185.Superseded values are not recommended for survey control.
 CZ2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2185.See file dsdata.txt to determine how the superseded data were derived.
 CZ2185
 CZ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3371415496(NAD 83)
 CZ2185_MARKER: DD = SURVEY DISK
 CZ2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2185
 CZ2185  HISTORY     - Date     Condition        Report By
 CZ2185  HISTORY     - 1966     MONUMENTED       DMA
 CZ2185
 CZ2185                          STATION DESCRIPTION
 CZ2185
 CZ2185'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2185'T-9-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHEAST CORNER.
 CZ2185'
 CZ2185'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2185'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2185'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2185'IS STAMPED--AG 58 1966 ARMY MAP SERVICE.
 CZ2185'
 CZ2185'THE STATION MARK IS LOCATED IN THE EXTENDED INTERSECTING
 CZ2185'CENTERLINES OF THE EAST-WEST AND NORTH-SOUTH TRAIL.  104 FEET
 CZ2185'SOUTH OF THE EAST-WEST FENCE.  135 FEET SOUTH OF THE EAST-WEST
 CZ2185'POWER LINE.  81 FEET WEST OF THE ASSUMED NORTH-SOUTH
 CZ2185'SECTION LINE.
 CZ2185'
 CZ2185'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2185'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2185'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH (ON
 CZ2185'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2185'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2185'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2185'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT AND GO EAST
 CZ2185'AND SOUTHEAST, PASSING ALONG NORTH SIDE OF THE RIDGE FOR 2.6
 CZ2185'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES
 CZ2185'TO A CROSSROAD.  TURN LEFT AND GO EAST ON SOUTH SIDE OF
 CZ2185'FENCE FOR 3.0 MILES TO A T ROAD SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2184 ***********************************************************************
 CZ2184  DESIGNATION -  AG 59
 CZ2184  PID         -  CZ2184
 CZ2184  STATE/COUNTY-  AZ/PINAL
 CZ2184  USGS QUAD   -  ELOY NW (1981)
 CZ2184
 CZ2184                         *CURRENT SURVEY CONTROL
 CZ2184  ___________________________________________________________________
 CZ2184* NAD 83(1992)-  32 39 40.48115(N)    111 42 23.23691(W)     ADJUSTED  
 CZ2184* NAVD 88     -       471.36   (+/-2cm)    1546.5    (feet)  VERTCON   
 CZ2184  ___________________________________________________________________
 CZ2184  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CZ2184  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2184
 CZ2184  HORZ ORDER  -  FIRST
 CZ2184  VERT ORDER  -  THIRD ? (See Below)
 CZ2184
 CZ2184.The horizontal coordinates were established by classical geodetic methods
 CZ2184.and adjusted by the National Geodetic Survey in August 1993..
 CZ2184
 CZ2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2184.The vertical order pertains to the NGVD 29 superseded value.
 CZ2184
 CZ2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2184
 CZ2184.The geoid height was determined by GEOID03.
 CZ2184
 CZ2184;                    North         East     Units Scale Factor Converg.
 CZ2184;SPC AZ C     -   184,206.373   233,077.759   MT  0.99990479   +0 06 48.4
 CZ2184;SPC AZ C     -   604,351.62    764,690.81   iFT  0.99990479   +0 06 48.4
 CZ2184;UTM  12      - 3,613,953.935   433,754.203   MT  0.99965411   -0 22 52.6
 CZ2184
 CZ2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2184!SPC AZ C     -   0.99993074  x   0.99990479  =   0.99983554
 CZ2184!UTM  12      -   0.99993074  x   0.99965411  =   0.99958488
 CZ2184
 CZ2184|---------------------------------------------------------------------|
 CZ2184| PID    Reference Object                     Distance      Geod. Az  |
 CZ2184|                                                           dddmmss.s |
 CZ2184| CH4005 AG 59 RM E                            8.835 METERS 08914     |
 CZ2184| CH4006 AG 59 RM S                            8.839 METERS 17913     |
 CZ2184| CZ2226 AA 58X                              APPROX. 9.6 KM 2805153.8 |
 CZ2184|---------------------------------------------------------------------|
 CZ2184
 CZ2184                          SUPERSEDED SURVEY CONTROL
 CZ2184
 CZ2184  NAD 83(1986)-  32 39 40.47554(N)    111 42 23.23632(W) AD(       ) 1
 CZ2184  NAD 27      -  32 39 40.25209(N)    111 42 20.79197(W) AD(       ) 1
 CZ2184  NGVD 29 (07/19/86)  470.79   (m)         1544.6    (f) LEVELING    3  
 CZ2184
 CZ2184.Superseded values are not recommended for survey control.
 CZ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2184.See file dsdata.txt to determine how the superseded data were derived.
 CZ2184
 CZ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3375413954(NAD 83)
 CZ2184_MARKER: DD = SURVEY DISK
 CZ2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2184
 CZ2184  HISTORY     - Date     Condition        Report By
 CZ2184  HISTORY     - 1966     MONUMENTED       DMA
 CZ2184
 CZ2184                          STATION DESCRIPTION
 CZ2184
 CZ2184'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2184'T-9-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHWEST CORNER OF
 CZ2184'THE NORTHWEST QUARTER.
 CZ2184'
 CZ2184'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2184'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2184'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2184'IS STAMPED--AG 59 1966 ARMY MAP SERVICE.
 CZ2184'
 CZ2184'THE STATION MARK IS LOCATED 99 FEET EAST OF THE NORTH-SOUTH
 CZ2184'(CENTERLINE) TRAIL.  33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CZ2184'NORTHEAST-SOUTHWEST TRAIL.  75 FEET SOUTH OF THE INTERSECTING
 CZ2184'CENTERLINES AT CURVE OF ROAD NORTH AND ROAD SOUTHWEST.
 CZ2184'
 CZ2184'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2184'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2184'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH (ON
 CZ2184'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2184'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2184'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2184'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT AND GO EAST
 CZ2184'AND SOUTHEAST.  PASSING ALONG NORTH SIDE OF RIDGE FOR 2.6 MILES
 CZ2184'TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES TO A
 CZ2184'CROSSROAD.  TURN LEFT AND GO EAST ON SOUTH SIDE OF FENCE
 CZ2184'FOR 3.0 MILES TO A T ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR
 CZ2184'1.0 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2178 ***********************************************************************
 CZ2178  DESIGNATION -  AG 59X
 CZ2178  PID         -  CZ2178
 CZ2178  STATE/COUNTY-  AZ/PINAL
 CZ2178  USGS QUAD   -  ELOY NW (1981)
 CZ2178
 CZ2178                         *CURRENT SURVEY CONTROL
 CZ2178  ___________________________________________________________________
 CZ2178* NAD 83(1992)-  32 38 41.94588(N)    111 41 55.06587(W)     ADJUSTED  
 CZ2178* NAVD 88     -       508.3    (meters)    1668.     (feet)  VERTCON   
 CZ2178  ___________________________________________________________________
 CZ2178  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CZ2178  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2178
 CZ2178  HORZ ORDER  -  FIRST
 CZ2178
 CZ2178.The horizontal coordinates were established by classical geodetic methods
 CZ2178.and adjusted by the National Geodetic Survey in August 1993..
 CZ2178
 CZ2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2178
 CZ2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2178
 CZ2178.The geoid height was determined by GEOID03.
 CZ2178
 CZ2178;                    North         East     Units Scale Factor Converg.
 CZ2178;SPC AZ C     -   182,404.844   233,815.470   MT  0.99990516   +0 07 03.4
 CZ2178;SPC AZ C     -   598,441.09    767,111.12   iFT  0.99990516   +0 07 03.4
 CZ2178;UTM  12      - 3,612,146.560   434,476.154   MT  0.99965294   -0 22 36.8
 CZ2178
 CZ2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2178!SPC AZ C     -   0.99992495  x   0.99990516  =   0.99983012
 CZ2178!UTM  12      -   0.99992495  x   0.99965294  =   0.99957792
 CZ2178
 CZ2178:                Primary Azimuth Mark                     Grid Az
 CZ2178:SPC AZ C     -  AJ 59                                    053 51 51.4
 CZ2178:UTM  12      -  AJ 59                                    054 21 31.6
 CZ2178
 CZ2178|---------------------------------------------------------------------|
 CZ2178| PID    Reference Object                     Distance      Geod. Az  |
 CZ2178|                                                           dddmmss.s |
 CZ2178| CZ2171 AJ 59                               APPROX. 3.0 KM 0535854.8 |
 CZ2178| CH4008 AG 59X RM 2                           8.513 METERS 15348     |
 CZ2178| CH4009 AG 59X RM 3                          11.866 METERS 24618     |
 CZ2178| CH4007 AG 59X RM 1                          19.164 METERS 35058     |
 CZ2178|---------------------------------------------------------------------|
 CZ2178
 CZ2178                          SUPERSEDED SURVEY CONTROL
 CZ2178
 CZ2178  NAD 83(1986)-  32 38 41.94031(N)    111 41 55.06515(W) AD(       ) 1
 CZ2178  NAD 27      -  32 38 41.71474(N)    111 41 52.62293(W) AD(       ) 1
 CZ2178  NGVD 29 (07/19/86)  507.7    (m)         1666.     (f) VERT ANG       
 CZ2178
 CZ2178.Superseded values are not recommended for survey control.
 CZ2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2178.See file dsdata.txt to determine how the superseded data were derived.
 CZ2178
 CZ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3447612147(NAD 83)
 CZ2178_MARKER: DD = SURVEY DISK
 CZ2178_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2178
 CZ2178  HISTORY     - Date     Condition        Report By
 CZ2178  HISTORY     - 1966     MONUMENTED       DMA
 CZ2178
 CZ2178                          STATION DESCRIPTION
 CZ2178
 CZ2178'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2178'T-9-S.  R-6-E.  IN SECTION 13 ABOUT 0.7 MILE SOUTHEAST OF THE
 CZ2178'NORTHWEST CORNER.
 CZ2178'
 CZ2178'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CEMENTED
 CZ2178'IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AG 59X
 CZ2178'ARMY MAP SERVICE 1966.  LOCATED ON THE HIGHEST POINT OF A SMALL
 CZ2178'KNOLL AT THE NORTHEAST EDGE OF THE SAWTOOTH MOUNTAINS.  41 FEET
 CZ2178'NORTHEAST OF A FOUR-ARMED GIANT SAGUARO CACTUS.  AND 29 FEET
 CZ2178'NORTH-NORTHWEST OF THE CENTER OF A SMALL PALO VERDE TREE.  AND
 CZ2178'10 FEET EAST OF A 3 FOOT HIGH ROCK CAIRN.
 CZ2178'
 CZ2178'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2178'GRANDE, PINAL COUNTY, ARIZONA GO SOUTHEAST ON ROUTES 93 AND 84 FOR
 CZ2178'6.4 MILES TO A ROAD SOUTH (SUNLAND GIN ROAD) LEADING TO ARIZONA
 CZ2178'CITY.  TURN RIGHT AND GO SOUTH FOR 13.8 MILES TO A ROAD WEST.
 CZ2178'TURN RIGHT AND GO WEST 0.6 MILE TO A GATE IN A NORTH-SOUTH
 CZ2178'FENCELINE.  PASS THRU GATE AND CONTINUE WEST FOR 0.55 MILE
 CZ2178'TO A DIM ROAD NORTH WHICH PASSES JUST EAST OF A BEEHIVE
 CZ2178'SHELTER.  TURN RIGHT AND GO NORTH ON DIM ROAD FOR 1.8
 CZ2178'MILES TO A POINT EAST OF A SMALL KNOLL THAT IS LOCATED JUST
 CZ2178'NORTH OF A LINE MOUNTAIN AT THE NORTHEAST CORNER OF THE
 CZ2178'SAWTOOTH MOUNTAINS.  TURN LEFT AND FOLLOW TRACKS
 CZ2178'WEST TO BASE OF KNOLL.  ABOUT THREE MINUTES PACK TIME
 CZ2178'TO TOP.
 CZ2178'
 CZ2178'NOTE--4-WHEEL DRIVE VEHICLE RECOMMENDED FOR THIS STATION.  BY
 CZ2178'FOLLOWING TRACKS AROUND THE SOUTH SIDE OF KNOLL A 4-WHEEL DRIVE
 CZ2178'VEHICLE CAN BE DRIVEN TO THE TOP OF THE KNOLL, UP THE SOUTHWEST
 CZ2178'SLOPE.
 CZ2178'
 CZ2178'REFERENCE MARK NO 1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS
 CZ2178'STAMPED--AG 59 X RM 1 ARMY MAP SERVICE 1966.  LOCATED 62.87 FEET
 CZ2178'NORTH-NORTHWEST OF THE STATION AND 4.2 FEET LOWER IN ELEVATION.
 CZ2178'
 CZ2178'REFERENCE MARK NO 2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AG
 CZ2178'59X RM 2 ARMY MAP SERVICE 1966.  LOCATED 27.93 FEET
 CZ2178'SOUTH-SOUTHEAST OF THE STATION AND 0.6 FOOT LOWER IN ELEVATION.
 CZ2178'
 CZ2178'REFERENCE MARK NO 3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN A PROMINENT PROJECTING OUTCROPPING
 CZ2178'ROCK.  IT IS STAMPED--AG 59X RM 3 ARMY MAP SERVICE 1966.  LOCATED
 CZ2178'38.93 FEET SOUTHWEST OF THE STATION AND 7.8 FEET LOWER IN
 CZ2178'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0901 ***********************************************************************
 DW0901  DESIGNATION -  AGATE
 DW0901  PID         -  DW0901
 DW0901  STATE/COUNTY-  AZ/LA PAZ
 DW0901  USGS QUAD   -  POSTON (1970)
 DW0901
 DW0901                         *CURRENT SURVEY CONTROL
 DW0901  ___________________________________________________________________
 DW0901* NAD 83(1992)-  33 54 13.61027(N)    114 22 41.28535(W)     ADJUSTED  
 DW0901* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 DW0901  ___________________________________________________________________
 DW0901  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 DW0901  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DW0901
 DW0901  HORZ ORDER  -  FIRST
 DW0901
 DW0901.The horizontal coordinates were established by classical geodetic methods
 DW0901.and adjusted by the National Geodetic Survey in August 1993..
 DW0901
 DW0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0901
 DW0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0901
 DW0901.The geoid height was determined by GEOID03.
 DW0901
 DW0901;                    North         East     Units Scale Factor Converg.
 DW0901;SPC AZ W     -   322,170.478   155,267.981   MT  0.99997492   -0 21 01.4
 DW0901;SPC AZ W     - 1,056,989.76    509,409.39   iFT  0.99997492   -0 21 01.4
 DW0901;SPC CA 6     -   694,209.940 2,173,117.905   MT  1.00000348   +1 01 43.0
 DW0901;SPC CA 6     - 2,277,587.11  7,129,637.66   sFT  1.00000348   +1 01 43.0
 DW0901;UTM  11      - 3,754,582.740   742,428.432   MT  1.00032457   +1 27 47.5
 DW0901
 DW0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0901!SPC AZ W     -   0.99997663  x   0.99997492  =   0.99995155
 DW0901!SPC CA 6     -   0.99997663  x   1.00000348  =   0.99998011
 DW0901!UTM  11      -   0.99997663  x   1.00032457  =   1.00030120
 DW0901
 DW0901|---------------------------------------------------------------------|
 DW0901| PID    Reference Object                     Distance      Geod. Az  |
 DW0901|                                                           dddmmss.s |
 DW0901| CE9610 AGATE RM 2                            9.950 METERS 08831     |
 DW0901| DW0899 TYSON                               APPROX.12.0 KM 1894117.5 |
 DW0901| CE9609 AGATE RM 1                            9.652 METERS 35841     |
 DW0901|---------------------------------------------------------------------|
 DW0901
 DW0901                          SUPERSEDED SURVEY CONTROL
 DW0901
 DW0901  NAD 83(1986)-  33 54 13.61025(N)    114 22 41.29028(W) AD(       ) 1
 DW0901  NAD 27      -  33 54 13.54500(N)    114 22 38.46100(W) AD(       ) 1
 DW0901  NGVD 29 (07/19/86)  180.0    (m)          591.     (f) VERT ANG       
 DW0901
 DW0901.Superseded values are not recommended for survey control.
 DW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0901.See file dsdata.txt to determine how the superseded data were derived.
 DW0901
 DW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4242854583(NAD 83)
 DW0901_MARKER: DS = TRIANGULATION STATION DISK
 DW0901_SETTING: 0 = UNSPECIFIED SETTING
 DW0901
 DW0901  HISTORY     - Date     Condition        Report By
 DW0901  HISTORY     - 1935     MONUMENTED       CGS
 DW0901  HISTORY     - 1971     GOOD             NGS
 DW0901
 DW0901                          STATION DESCRIPTION
 DW0901
 DW0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0901'STATION IS LOCATED ON THE WESTERN EDGE OF THE SAND AND GRAVEL
 DW0901'MESA ON THE E SIDE OF THE COLORADO RIVER VALLEY, ABOUT 17-1/4
 DW0901'MILES AIR LINE SSW OF PARKER, 25 MILES AIR LINE NW OF BLYTHE
 DW0901'AND 8-1/2 MILES E OF THE COLORADO RIVER, NEAR THE POINT WHERE
 DW0901'THE BOTTOM LANDS EXTEND FARTHEST TO THE E.
 DW0901'
 DW0901'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DW0901'CONCRETE IN A 4-INCH CAST-IRON PIPE.
 DW0901'
 DW0901'TO REACH FROM PARKER GO S ON THE BOUSE-QUARTZITE ROAD 4.3
 DW0901'MILES.  KEEP STRAIGHT AHEAD AT CROSSROADS AND GO 0.5 MILE,
 DW0901'TAKE LEFT FORK AND GO 7.9 MILES, TAKE LEFT FORK AND GO 0.5 MILE,
 DW0901'TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD.  CONTINUE
 DW0901'STRAIGHT AHEAD 3.4 MILES AND TURN LEFT OFF THE ROAD AND
 DW0901'GO 0.4 MILE IN AN EASTERLY DIRECTION TOWARD A WELL-DEFINED
 DW0901'WASH TO THE END OF TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT
 DW0901'UP WASH ABOUT 1/4 MILE AND TAKE LEFT-HAND WASH AND CONTINUE
 DW0901'TO ITS HEAD AND THE STATION.
 DW0901
 DW0901                          STATION RECOVERY (1971)
 DW0901
 DW0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (PHJ)
 DW0901'STATION MARK RECOVERED IN GOOD CONDITION.
 DW0901'
 DW0901'NEW TO REACH DESCRIPTION--TO REACH FROM P O. IN POSTON, DRIVE SW
 DW0901'ON BLACKTOP ROAD FOR 2.65 MI. TO CROSSROADS.  TURN LEFT (E) AND
 DW0901'GO 1.55 MI. TO CROSSROADS.  TURN RIGHT AND DRIVE 2.5 MI. TO BEND
 DW0901'IN MAIN TRAVELED ROAD.  FOLLOW ROAD AROUND BEND FOR 0.2 MI. TO
 DW0901'JEEP ROAD ON RIGHT.  TURN RIGHT AND FOLLOW JEEP ROAD FOR 0.85
 DW0901'MI. TO END OF VEHICLE TRAVEL.  PACK ESE UP DRAIN FOR ABOUT 0.6
 DW0901'MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0629 ***********************************************************************
 GP0629  DESIGNATION -  AGATHLA PEAK CAIRN
 GP0629  PID         -  GP0629
 GP0629  STATE/COUNTY-  AZ/NAVAJO
 GP0629  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0629
 GP0629                         *CURRENT SURVEY CONTROL
 GP0629  ___________________________________________________________________
 GP0629* NAD 83(1992)-  36 49 34.48894(N)    110 13 30.90915(W)     ADJUSTED  
 GP0629* NAVD 88     -                                                        
 GP0629  ___________________________________________________________________
 GP0629  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GP0629  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0629
 GP0629  HORZ ORDER  -  THIRD
 GP0629
 GP0629.The horizontal coordinates were established by classical geodetic methods
 GP0629.and adjusted by the National Geodetic Survey in November 1997..
 GP0629
 GP0629
 GP0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0629
 GP0629.The geoid height was determined by GEOID03.
 GP0629
 GP0629;                    North         East     Units Scale Factor Converg.
 GP0629;SPC AZ E     -   646,191.204   208,133.854   MT  0.99990034   -0 02 06.4
 GP0629;SPC AZ E     - 2,120,049.88    682,853.85   iFT  0.99990034   -0 02 06.4
 GP0629;UTM  12      - 4,075,877.658   569,091.116   MT  0.99965881   +0 27 51.8
 GP0629
 GP0629                          SUPERSEDED SURVEY CONTROL
 GP0629
 GP0629  NAD 83(1992)-  36 49 34.48796(N)    110 13 30.90994(W) AD(       ) 4
 GP0629  NAD 83(1986)-  36 49 34.49035(N)    110 13 30.90958(W) AD(       ) 4
 GP0629  NAD 27      -  36 49 34.48300(N)    110 13 28.45000(W) AD(       ) 3
 GP0629
 GP0629.Superseded values are not recommended for survey control.
 GP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0629.See file dsdata.txt to determine how the superseded data were derived.
 GP0629
 GP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6909175878(NAD 83)
 GP0629_MARKER: 72 = CAIRN
 GP0629
 GP0629  HISTORY     - Date     Condition        Report By
 GP0629  HISTORY     - 1951     FIRST OBSERVED   CGS
 GP0629
 GP0629                          STATION DESCRIPTION
 GP0629
 GP0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0629'AGATHLA PK. IS A HIGH, LONE ROCK, RISING ABOUT 1200 FEET FROM
 GP0629'THE FLOOR OF THE VALLEY AND ALONG THE EAST SIDE OF THE
 GP0629'KAYENTA-GOULDING ROAD.  THE POINT INTERSECTED WAS THE CAIRN
 GP0629'ON TOP.
 GP0629'
 GP0629'IT IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH OF KAYENTA
 GP0629'AND 14 MILES SOUTH OF GOULDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0896 ***********************************************************************
 DW0896  DESIGNATION -  AGENCY
 DW0896  PID         -  DW0896
 DW0896  STATE/COUNTY-  AZ/LA PAZ
 DW0896  USGS QUAD   -  MOON MTN NE (1971)
 DW0896
 DW0896                         *CURRENT SURVEY CONTROL
 DW0896  ___________________________________________________________________
 DW0896* NAD 83(1992)-  33 59 30.03228(N)    114 17 03.62148(W)     ADJUSTED  
 DW0896* NAVD 88     -       548.4    (meters)    1799.     (feet)  VERTCON   
 DW0896  ___________________________________________________________________
 DW0896  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DW0896  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DW0896
 DW0896  HORZ ORDER  -  SECOND
 DW0896
 DW0896.The horizontal coordinates were established by classical geodetic methods
 DW0896.and adjusted by the National Geodetic Survey in August 1993..
 DW0896
 DW0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0896
 DW0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0896
 DW0896.The geoid height was determined by GEOID03.
 DW0896
 DW0896;                    North         East     Units Scale Factor Converg.
 DW0896;SPC AZ W     -   331,870.342   163,993.384   MT  0.99996336   -0 17 55.5
 DW0896;SPC AZ W     - 1,088,813.46    538,036.04   iFT  0.99996336   -0 17 55.5
 DW0896;UTM  11      - 3,764,557.991   750,845.327   MT  1.00037575   +1 31 08.6
 DW0896
 DW0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0896!SPC AZ W     -   0.99991884  x   0.99996336  =   0.99988221
 DW0896!UTM  11      -   0.99991884  x   1.00037575  =   1.00029456
 DW0896
 DW0896:                Primary Azimuth Mark                     Grid Az
 DW0896:SPC AZ W     -  DENNY                                    077 24 13.8
 DW0896:UTM  11      -  DENNY                                    075 35 09.7
 DW0896
 DW0896|---------------------------------------------------------------------|
 DW0896| PID    Reference Object                     Distance      Geod. Az  |
 DW0896|                                                           dddmmss.s |
 DW0896| EU0959 DENNY                               APPROX. 5.1 KM 0770618.3 |
 DW0896| DW0871 WALL                                APPROX.13.9 KM 0885428.4 |
 DW0896| CE9612 AGENCY RM 2                           5.330 METERS 10343     |
 DW0896| CE9611 AGENCY RM 1                           5.934 METERS 22424     |
 DW0896| EU0969 PARKER INDIAN AGENCY WATER TK       APPROX.17.5 KM 3532236.8 |
 DW0896| EU0979 PARKER CITY WATER TANK              APPROX.17.4 KM 3581304.9 |
 DW0896|---------------------------------------------------------------------|
 DW0896
 DW0896                          SUPERSEDED SURVEY CONTROL
 DW0896
 DW0896  NAD 83(1986)-  33 59 30.03191(N)    114 17 03.62711(W) AD(       ) 2
 DW0896  NAD 27      -  33 59 29.96500(N)    114 17 00.80900(W) AD(       ) 2
 DW0896  NGVD 29 (07/19/86)  547.8    (m)         1797.     (f) VERT ANG       
 DW0896
 DW0896.Superseded values are not recommended for survey control.
 DW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0896.See file dsdata.txt to determine how the superseded data were derived.
 DW0896
 DW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5084564558(NAD 83)
 DW0896_MARKER: DS = TRIANGULATION STATION DISK
 DW0896_SETTING: 66 = SET IN ROCK OUTCROP
 DW0896
 DW0896  HISTORY     - Date     Condition        Report By
 DW0896  HISTORY     - 1949     MONUMENTED       CGS
 DW0896  HISTORY     - 1957     GOOD             AMS
 DW0896  HISTORY     - 1971     GOOD             USGS
 DW0896
 DW0896                          STATION DESCRIPTION
 DW0896
 DW0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0896'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP RIDGE
 DW0896'ON THE NORTHEAST END OF A GROUP OF MOUNTAINS ABOUT 18 MILES
 DW0896'AIR LINE WEST-NORTHWEST OF BOUSE, ABOUT 10 MILES AIR LINE
 DW0896'SOUTH OF PARKER AND ABOUT 10 MILES AIR LINE EAST OF THE COLORADO
 DW0896'RIVER.  THE STATION MARK IS 20 FEET NORTHWEST OF WHERE THE
 DW0896'RIDGE DROPS TO THE SOUTHEAST, 18 FEET EAST OF WHERE THE
 DW0896'RIDGE DROPS SHARPLY TO THE WEST, 12 FEET EAST OF A 5 FOOT
 DW0896'CAIRN, FLUSH WITH THE GROUND AND STAMPED, AGENCY 1948.
 DW0896'
 DW0896'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN
 DW0896'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, AGENCY NO
 DW0896'1 1948.
 DW0896'
 DW0896'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DW0896'STATION MARK, PROJECTS 4 INCHES AND STAMPED, AGENCY NO 2
 DW0896'1948.
 DW0896'
 DW0896'STATION DENNY 1949 IS THE AZIMUTH MARK.
 DW0896'
 DW0896'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, GO SOUTHEAST
 DW0896'ON STATE HIGHWAY 72 FOR 10.15 MILES TO MILE POST 11.  TURN RIGHT,
 DW0896'LEAVING HIGHWAY, AND GO SOUTHWESTERLY ACROSS COUNTRY FOR ABOUT
 DW0896'2.5 MILES TO THE EAST BASE OF MOUNTAIN AND THE END OF TRUCK
 DW0896'TRAVEL.  HERE PACK WEST UP RIDGE TO THE HIGHEST POINT AND
 DW0896'STATION.  A 1-HOUR PACK
 DW0896'
 DW0896'NOTE--A 4 WHEEL DRIVE VEHICLE WILL BE REQUIRED AFTER LEAVING
 DW0896'HIGHWAY.
 DW0896
 DW0896                          STATION RECOVERY (1957)
 DW0896
 DW0896'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0896'STATION RECOVERED AS DESCRIBED.
 DW0896'
 DW0896'REFERENCE MARKS 1 AND 2 RECOVERED.
 DW0896'
 DW0896'THE STATION IS ON THE HIGHEST POINT OF A SHARP RIDGE, ON
 DW0896'THE WEST TIP OF A WHITE ROCKY SPOT.  18.0 FEET E OF WHERE RIDGE
 DW0896'DROPS SHARPLY TO THE W.  12.0 FEET E OF A ROCKY CAIRN.
 DW0896
 DW0896                          STATION RECOVERY (1971)
 DW0896
 DW0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (PHJ)
 DW0896'NEW TO REACH DESCRIPTION--
 DW0896'
 DW0896'TO REACH FROM P.O. IN PARKER, DRIVE ONE BLOCK NE TO STATE HWY.
 DW0896'72.  TURN RIGHT AND FOLLOW STATE HWY. 72 IN A SOUTHERN DIRECTION
 DW0896'FOR 9.6 MI. TO SIDE RD. AND GATE TO THE RIGHT.  TURN RIGHT,
 DW0896'PASS THROUGH GATE AND DRIVE W. ON GRAVEL RD. FOR 1.0 MI. TO
 DW0896'A LARGE GRAVEL PIT.  PASS THROUGH OR AROUND GRAVEL PIT AND
 DW0896'DRIVE UP WASH IN N AND W DIRECTION FOR 0.5 MI.  LEAVE MAIN WASH
 DW0896'AND DRIVE UP SIDE WASH GOING IN A SW DIRECTION FOR ABOUT 0.4
 DW0896'MI.  DRIVE UP STEEP BANK ONTO GRAVEL BENCH AND CONTINUE IN
 DW0896'A SW DIRECTION FOR 0.4 MI. TO END OF VEHICLE TRAVEL AT E.
 DW0896'BASE OF MTS AT A POINT WHERE DRAIN COMES OUT OF MTS.  FOLLOW
 DW0896'THIS DRAIN UP TO PROMINENT SADDLE NORTH OF HIGHEST POINT.  FROM
 DW0896'SADDLE CLIMB SOUTH TO HIGH POINT AND STATION.  THIS IS A
 DW0896'VERY STEEP CLIMB AND IT IS BEST TO CLIMB ON THE SHOULDER
 DW0896'TO THE NORTH OF THE DRAIN WHERE POSSIBLE.  A FOUR-WHEEL
 DW0896'DRIVE VEHICLE IS REQUIRED AFTER LEAVING GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0895 ***********************************************************************
 DW0895  DESIGNATION -  AGENCY CAIRN
 DW0895  PID         -  DW0895
 DW0895  STATE/COUNTY-  AZ/LA PAZ
 DW0895  USGS QUAD   -  MOON MTN NE (1971)
 DW0895
 DW0895                         *CURRENT SURVEY CONTROL
 DW0895  ___________________________________________________________________
 DW0895* NAD 83(1992)-  33 58 03.22354(N)    114 18 55.83498(W)     ADJUSTED  
 DW0895* NAVD 88     -                                                        
 DW0895  ___________________________________________________________________
 DW0895  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 DW0895  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DW0895
 DW0895  HORZ ORDER  -  THIRD
 DW0895
 DW0895.The horizontal coordinates were established by classical geodetic methods
 DW0895.and adjusted by the National Geodetic Survey in June 1998..
 DW0895
 DW0895
 DW0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0895
 DW0895.The geoid height was determined by GEOID03.
 DW0895
 DW0895;                    North         East     Units Scale Factor Converg.
 DW0895;SPC AZ W     -   329,211.202   161,098.818   MT  0.99996699   -0 18 57.5
 DW0895;SPC AZ W     - 1,080,089.25    528,539.43   iFT  0.99996699   -0 18 57.5
 DW0895;UTM  11      - 3,761,807.294   748,035.411   MT  1.00035847   +1 30 02.4
 DW0895
 DW0895                          SUPERSEDED SURVEY CONTROL
 DW0895
 DW0895  NAD 83(1992)-  33 58 03.22354(N)    114 18 55.83498(W) AD(       ) 4
 DW0895  NAD 83(1986)-  33 58 03.22253(N)    114 18 55.84028(W) AD(       ) 4
 DW0895  NAD 27      -  33 58 03.16000(N)    114 18 53.02000(W) AD(       ) 3
 DW0895
 DW0895.Superseded values are not recommended for survey control.
 DW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0895.See file dsdata.txt to determine how the superseded data were derived.
 DW0895
 DW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4803561807(NAD 83)
 DW0895_MARKER: 72 = CAIRN
 DW0895
 DW0895  HISTORY     - Date     Condition        Report By
 DW0895  HISTORY     - 1935     FIRST OBSERVED   USGS
 DW0895
 DW0895                          STATION DESCRIPTION
 DW0895
 DW0895'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0273 ***********************************************************************
 DT0273  DESIGNATION -  AGR 2
 DT0273  PID         -  DT0273
 DT0273  STATE/COUNTY-  AZ/GREENLEE
 DT0273  USGS QUAD   -  BUFFALO CROSSING (1991)
 DT0273
 DT0273                         *CURRENT SURVEY CONTROL
 DT0273  ___________________________________________________________________
 DT0273* NAD 83(1986)-  33 45 47.     (N)    109 21 17.     (W)     SCALED    
 DT0273* NAVD 88     -      2298.107  (meters)    7539.71   (feet)  ADJUSTED  
 DT0273  ___________________________________________________________________
 DT0273  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DT0273  DYNAMIC HT  -        2294.372 (meters)    7527.45  (feet)  COMP
 DT0273  MODELED GRAV-     978,928.4   (mgal)                       NAVD 88
 DT0273
 DT0273  VERT ORDER  -  SECOND    CLASS 0
 DT0273
 DT0273.The horizontal coordinates were scaled from a topographic map and have
 DT0273.an estimated accuracy of +/- 6 seconds.
 DT0273
 DT0273.The orthometric height was determined by differential leveling
 DT0273.and adjusted by the National Geodetic Survey in June 1991..
 DT0273
 DT0273.The geoid height was determined by GEOID03.
 DT0273
 DT0273.The dynamic height is computed by dividing the NAVD 88
 DT0273.geopotential number by the normal gravity value computed on the
 DT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0273.degrees latitude (g = 980.6199 gals.).
 DT0273
 DT0273.The modeled gravity was interpolated from observed gravity values.
 DT0273
 DT0273;                    North         East    Units  Estimated Accuracy
 DT0273;SPC AZ E     -   306,670.      288,570.      MT  (+/- 180 meters Scaled)
 DT0273
 DT0273                          SUPERSEDED SURVEY CONTROL
 DT0273
 DT0273  NGVD 29 (??/??/92) 2297.033  (m)         7536.18   (f) ADJ UNCH    2 0
 DT0273
 DT0273.Superseded values are not recommended for survey control.
 DT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0273.See file dsdata.txt to determine how the superseded data were derived.
 DT0273
 DT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC523371(NAD 83)
 DT0273_MARKER: DD = SURVEY DISK
 DT0273_SETTING: 66 = SET IN ROCK OUTCROP
 DT0273_SP_SET: LARGE ROCK
 DT0273_STAMPING: A-G.R.-2 1934
 DT0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0273+STABILITY: POSITION/ELEVATION WELL
 DT0273
 DT0273  HISTORY     - Date     Condition        Report By
 DT0273  HISTORY     - 1934     MONUMENTED       USFS
 DT0273  HISTORY     - 1935     GOOD             NGS
 DT0273
 DT0273                          STATION DESCRIPTION
 DT0273
 DT0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0273'12.3 MI SE FROM RESERVATION RANCH.
 DT0273'12.3 MI SE ALONG ROAD TO BEAVERHEAD LODGE (12.3 MI NW ALONG ROAD FROM
 DT0273'BEAVERHEAD LODGE) AT THE BUFFALO CREEK CROSSING, ABOUT 150 FT SE OF
 DT0273'THE CENTER OF THE BRIDGE, ABOUT 55 FT SE OF THE INTERSECTION OF THE
 DT0273'C.C.C. ROAD, 28 FEET E OF THE CENTERLINE OF THE MAIN ROAD. NOTE--
 DT0273'FOREST SERVICE DESCRIPTIONS SAYS STAMPED AS SHOWN, A-G.R.-2 1934 OUR
 DT0273'PARTY SAY THERE IS NOTHING STAMPED BUT BM NO.12 IS PAINTED ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0276 ***********************************************************************
 DT0276  DESIGNATION -  AGR 3
 DT0276  PID         -  DT0276
 DT0276  STATE/COUNTY-  AZ/GREENLEE
 DT0276  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0276
 DT0276                         *CURRENT SURVEY CONTROL
 DT0276  ___________________________________________________________________
 DT0276* NAD 83(1986)-  33 44 24.     (N)    109 19 43.     (W)     SCALED    
 DT0276* NAVD 88     -      2296.698  (meters)    7535.08   (feet)  ADJUSTED  
 DT0276  ___________________________________________________________________
 DT0276  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0276  DYNAMIC HT  -        2292.952 (meters)    7522.79  (feet)  COMP
 DT0276  MODELED GRAV-     978,923.2   (mgal)                       NAVD 88
 DT0276
 DT0276  VERT ORDER  -  SECOND    CLASS 0
 DT0276
 DT0276.The horizontal coordinates were scaled from a topographic map and have
 DT0276.an estimated accuracy of +/- 6 seconds.
 DT0276
 DT0276.The orthometric height was determined by differential leveling
 DT0276.and adjusted by the National Geodetic Survey in June 1991..
 DT0276
 DT0276.The geoid height was determined by GEOID03.
 DT0276
 DT0276.The dynamic height is computed by dividing the NAVD 88
 DT0276.geopotential number by the normal gravity value computed on the
 DT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0276.degrees latitude (g = 980.6199 gals.).
 DT0276
 DT0276.The modeled gravity was interpolated from observed gravity values.
 DT0276
 DT0276;                    North         East    Units  Estimated Accuracy
 DT0276;SPC AZ E     -   304,130.      291,010.      MT  (+/- 180 meters Scaled)
 DT0276
 DT0276                          SUPERSEDED SURVEY CONTROL
 DT0276
 DT0276  NGVD 29 (??/??/92) 2295.623  (m)         7531.56   (f) ADJ UNCH    2 0
 DT0276
 DT0276.Superseded values are not recommended for survey control.
 DT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0276.See file dsdata.txt to determine how the superseded data were derived.
 DT0276
 DT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC548345(NAD 83)
 DT0276_MARKER: DD = SURVEY DISK
 DT0276_SETTING: 66 = SET IN ROCK OUTCROP
 DT0276_SP_SET: LARGE ROCK
 DT0276_STAMPING: A-GR-3-1934
 DT0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0276+STABILITY: POSITION/ELEVATION WELL
 DT0276
 DT0276  HISTORY     - Date     Condition        Report By
 DT0276  HISTORY     - 1934     MONUMENTED       USFS
 DT0276  HISTORY     - 1935     GOOD             NGS
 DT0276
 DT0276                          STATION DESCRIPTION
 DT0276
 DT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0276'9.3 MI NW FROM BEAVERHEAD LODGE.
 DT0276'9.3 MI NW ALONG ROAD TO RESERVATION RANCH 0.1 MI SW OF A BRIDGE, ABOUT
 DT0276'0.2 MI SW OF PATTERSONS RANCH, 34 FT NW OF THE CENTERLINE OF THE ROAD,
 DT0276'SET IN LARGE ROCK.  NOTE-- FOREST SERVICE DESCRIP.  STATES THAT THE
 DT0276'MARK IS STAMPED A-GR-3-1934, BUT BENCH MARK AND LEVEL PARTY FOUND BM
 DT0276'NO.13 PAINTED ON THE ROCKS BUT NOTHING STAMPED ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0279 ***********************************************************************
 DT0279  DESIGNATION -  AGR 4
 DT0279  PID         -  DT0279
 DT0279  STATE/COUNTY-  AZ/GREENLEE
 DT0279  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0279
 DT0279                         *CURRENT SURVEY CONTROL
 DT0279  ___________________________________________________________________
 DT0279* NAD 83(1986)-  33 43 40.     (N)    109 17 22.     (W)     SCALED    
 DT0279* NAVD 88     -      2330.445  (meters)    7645.80   (feet)  ADJUSTED  
 DT0279  ___________________________________________________________________
 DT0279  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DT0279  DYNAMIC HT  -        2326.650 (meters)    7633.35  (feet)  COMP
 DT0279  MODELED GRAV-     978,924.3   (mgal)                       NAVD 88
 DT0279
 DT0279  VERT ORDER  -  SECOND    CLASS 0
 DT0279
 DT0279.The horizontal coordinates were scaled from a topographic map and have
 DT0279.an estimated accuracy of +/- 6 seconds.
 DT0279
 DT0279.The orthometric height was determined by differential leveling
 DT0279.and adjusted by the National Geodetic Survey in June 1991..
 DT0279
 DT0279.The geoid height was determined by GEOID03.
 DT0279
 DT0279.The dynamic height is computed by dividing the NAVD 88
 DT0279.geopotential number by the normal gravity value computed on the
 DT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0279.degrees latitude (g = 980.6199 gals.).
 DT0279
 DT0279.The modeled gravity was interpolated from observed gravity values.
 DT0279
 DT0279;                    North         East    Units  Estimated Accuracy
 DT0279;SPC AZ E     -   302,810.      294,650.      MT  (+/- 180 meters Scaled)
 DT0279
 DT0279                          SUPERSEDED SURVEY CONTROL
 DT0279
 DT0279  NGVD 29 (??/??/92) 2329.383  (m)         7642.32   (f) ADJ UNCH    2 0
 DT0279
 DT0279.Superseded values are not recommended for survey control.
 DT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0279.See file dsdata.txt to determine how the superseded data were derived.
 DT0279
 DT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC584332(NAD 83)
 DT0279_MARKER: DD = SURVEY DISK
 DT0279_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0279_SP_SET: UNSPECIFIED ROCK
 DT0279_STAMPING: A.G.R.4 1934
 DT0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0279
 DT0279  HISTORY     - Date     Condition        Report By
 DT0279  HISTORY     - 1934     MONUMENTED       USFS
 DT0279  HISTORY     - 1935     GOOD             NGS
 DT0279
 DT0279                          STATION DESCRIPTION
 DT0279
 DT0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0279'5.7 MI NW FROM BEAVERHEAD LODGE.
 DT0279'5.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE INSIDE OF A SHARP
 DT0279'CURVE, ABOUT 50 FT NW OF THE CENTERLINE OF THE CURVE.  NOTE-- FOREST
 DT0279'SERVICE DESCRIPTIONS STATES-- STAMPED A.G.R.4 1934 BUT LEVEL PARTY
 DT0279'STATES THAT B.M. NO.14 IS PAINTED ON TREES BUT NOTHING IS STAMPED ON
 DT0279'THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0281 ***********************************************************************
 DT0281  DESIGNATION -  AGR 5
 DT0281  PID         -  DT0281
 DT0281  STATE/COUNTY-  AZ/GREENLEE
 DT0281  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0281
 DT0281                         *CURRENT SURVEY CONTROL
 DT0281  ___________________________________________________________________
 DT0281* NAD 83(1986)-  33 42 57.     (N)    109 16 00.     (W)     SCALED    
 DT0281* NAVD 88     -      2359.407  (meters)    7740.82   (feet)  ADJUSTED  
 DT0281  ___________________________________________________________________
 DT0281  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DT0281  DYNAMIC HT  -        2355.553 (meters)    7728.18  (feet)  COMP
 DT0281  MODELED GRAV-     978,918.3   (mgal)                       NAVD 88
 DT0281
 DT0281  VERT ORDER  -  SECOND    CLASS 0
 DT0281
 DT0281.The horizontal coordinates were scaled from a topographic map and have
 DT0281.an estimated accuracy of +/- 6 seconds.
 DT0281
 DT0281.The orthometric height was determined by differential leveling
 DT0281.and adjusted by the National Geodetic Survey in June 1991..
 DT0281
 DT0281.The geoid height was determined by GEOID03.
 DT0281
 DT0281.The dynamic height is computed by dividing the NAVD 88
 DT0281.geopotential number by the normal gravity value computed on the
 DT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0281.degrees latitude (g = 980.6199 gals.).
 DT0281
 DT0281.The modeled gravity was interpolated from observed gravity values.
 DT0281
 DT0281;                    North         East    Units  Estimated Accuracy
 DT0281;SPC AZ E     -   301,500.      296,780.      MT  (+/- 180 meters Scaled)
 DT0281
 DT0281                          SUPERSEDED SURVEY CONTROL
 DT0281
 DT0281  NGVD 29 (??/??/92) 2358.34   (m)         7737.3    (f) COMPUTED    2 0
 DT0281
 DT0281.Superseded values are not recommended for survey control.
 DT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0281.See file dsdata.txt to determine how the superseded data were derived.
 DT0281
 DT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC606319(NAD 83)
 DT0281_MARKER: DD = SURVEY DISK
 DT0281_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0281_SP_SET: UNSPECIFIED ROCK
 DT0281_STAMPING: A.G.R. -5 1934
 DT0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0281+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0281
 DT0281  HISTORY     - Date     Condition        Report By
 DT0281  HISTORY     - 1934     MONUMENTED       USFS
 DT0281  HISTORY     - 1935     GOOD             NGS
 DT0281  HISTORY     - 20050729 GOOD             USPSQD
 DT0281
 DT0281                          STATION DESCRIPTION
 DT0281
 DT0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0281'3.7 MI NW FROM BEAVERHEAD LODGE.
 DT0281'3.7 MI NW ALONG ROAD TO RESERVATION RANCH ABOUT 255 FEET E OF THE EAST
 DT0281'BRIDGE AT HAWK NEST PICNIC GROUND, 132 FEET NORTHEAST OF THE
 DT0281'CENTERLINE OF THE ROAD.  NOTE-- FOREST SERVICE DESCRIPTION STATES MARK
 DT0281'IS STAMPED A.G.R.-5 1934 LEVEL PARTY STATES MARK IS NOT STAMPED BUT BM
 DT0281'NO.15 IS PAINTED ON TREE.
 DT0281
 DT0281                          STATION RECOVERY (2005)
 DT0281
 DT0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0281'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0283 ***********************************************************************
 DT0283  DESIGNATION -  AGR 6
 DT0283  PID         -  DT0283
 DT0283  STATE/COUNTY-  AZ/GREENLEE
 DT0283  USGS QUAD   -  BEAVERHEAD (1991)
 DT0283
 DT0283                         *CURRENT SURVEY CONTROL
 DT0283  ___________________________________________________________________
 DT0283* NAD 83(1986)-  33 42 07.     (N)    109 14 37.     (W)     SCALED    
 DT0283* NAVD 88     -      2387.642  (meters)    7833.46   (feet)  ADJUSTED  
 DT0283  ___________________________________________________________________
 DT0283  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DT0283  DYNAMIC HT  -        2383.716 (meters)    7820.57  (feet)  COMP
 DT0283  MODELED GRAV-     978,906.3   (mgal)                       NAVD 88
 DT0283
 DT0283  VERT ORDER  -  SECOND    CLASS 0
 DT0283
 DT0283.The horizontal coordinates were scaled from a topographic map and have
 DT0283.an estimated accuracy of +/- 6 seconds.
 DT0283
 DT0283.The orthometric height was determined by differential leveling
 DT0283.and adjusted by the National Geodetic Survey in June 1991..
 DT0283
 DT0283.The geoid height was determined by GEOID03.
 DT0283
 DT0283.The dynamic height is computed by dividing the NAVD 88
 DT0283.geopotential number by the normal gravity value computed on the
 DT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0283.degrees latitude (g = 980.6199 gals.).
 DT0283
 DT0283.The modeled gravity was interpolated from observed gravity values.
 DT0283
 DT0283;                    North         East    Units  Estimated Accuracy
 DT0283;SPC AZ E     -   299,980.      298,930.      MT  (+/- 180 meters Scaled)
 DT0283
 DT0283                          SUPERSEDED SURVEY CONTROL
 DT0283
 DT0283  NGVD 29 (??/??/92) 2386.55   (m)         7829.9    (f) COMPUTED    2 0
 DT0283
 DT0283.Superseded values are not recommended for survey control.
 DT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0283.See file dsdata.txt to determine how the superseded data were derived.
 DT0283
 DT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC627304(NAD 83)
 DT0283_MARKER: DD = SURVEY DISK
 DT0283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0283_SP_SET: UNSPECIFIED ROCK
 DT0283_STAMPING: A.G.R.6-1934
 DT0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0283
 DT0283  HISTORY     - Date     Condition        Report By
 DT0283  HISTORY     - 1934     MONUMENTED       USFS
 DT0283  HISTORY     - 1935     GOOD             NGS
 DT0283
 DT0283                          STATION DESCRIPTION
 DT0283
 DT0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0283'1.9 MI NW FROM BEAVERHEAD LODGE.
 DT0283'1.9 MI N.W. ALONG ROAD TO RESERVATION RANCH ABOUT 0.1 MI S OF A
 DT0283'BRIDGE, 75 FT S OF THE CENTERLINE OF THE ROAD ON THE OUTSIDE OF A
 DT0283'CURVE, 33 FT NE OF A FENCE LINE.  NOTE-- FOREST SERVICE DESC. STATES
 DT0283'THAT THE MARK IS STAMPED A.G.R.NO.16-1934 LEVEL PARTY STATES THAT THE
 DT0283'MARK IS NOT STAMPED BUT B.M. NO.16 IS PAINTED ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0554 ***********************************************************************
 CG0554  DESIGNATION -  AGUA
 CG0554  PID         -  CG0554
 CG0554  STATE/COUNTY-  AZ/PIMA
 CG0554  USGS QUAD   -  AMADO (1981)
 CG0554
 CG0554                         *CURRENT SURVEY CONTROL
 CG0554  ___________________________________________________________________
 CG0554* NAD 83(1992)-  31 43 51.65460(N)    111 03 30.61153(W)     ADJUSTED  
 CG0554* NAVD 88     -       942.79   (+/-2cm)    3093.1    (feet)  VERTCON   
 CG0554  ___________________________________________________________________
 CG0554  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CG0554  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0554
 CG0554  HORZ ORDER  -  SECOND
 CG0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0554
 CG0554.The horizontal coordinates were established by classical geodetic methods
 CG0554.and adjusted by the National Geodetic Survey in August 1993..
 CG0554
 CG0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0554.The vertical order pertains to the NGVD 29 superseded value.
 CG0554
 CG0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0554
 CG0554.The geoid height was determined by GEOID03.
 CG0554
 CG0554;                    North         East     Units Scale Factor Converg.
 CG0554;SPC AZ C     -    81,364.072   294,679.639   MT  0.99998153   +0 27 04.9
 CG0554;SPC AZ C     -   266,942.49    966,796.72   iFT  0.99998153   +0 27 04.9
 CG0554;UTM  12      - 3,510,622.874   494,457.988   MT  0.99960038   -0 01 50.8
 CG0554
 CG0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0554!SPC AZ C     -   0.99985663  x   0.99998153  =   0.99983816
 CG0554!UTM  12      -   0.99985663  x   0.99960038  =   0.99945707
 CG0554
 CG0554|---------------------------------------------------------------------|
 CG0554| PID    Reference Object                     Distance      Geod. Az  |
 CG0554|                                                           dddmmss.s |
 CG0554| CG0553 AGUA RM 1                            26.548 METERS 03534     |
 CG0554| CG0555 AGUA RM 2                            25.380 METERS 21513     |
 CG0554| CH4010 AGUA AZ MK                                         2393250.5 |
 CG0554|---------------------------------------------------------------------|
 CG0554
 CG0554                          SUPERSEDED SURVEY CONTROL
 CG0554
 CG0554  NAD 83(1986)-  31 43 51.64593(N)    111 03 30.60838(W) AD(       ) 2
 CG0554  NAD 27      -  31 43 51.33540(N)    111 03 28.27190(W) AD(       ) 2
 CG0554  NGVD 29 (??/??/92)  941.998  (m)         3090.54   (f) ADJ UNCH    2 0
 CG0554
 CG0554.Superseded values are not recommended for survey control.
 CG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0554.See file dsdata.txt to determine how the superseded data were derived.
 CG0554
 CG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9445810623(NAD 83)
 CG0554_MARKER: DB = BENCH MARK DISK
 CG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0554_STAMPING: AGUA 1959
 CG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0554+STABILITY: SURFACE MOTION
 CG0554
 CG0554  HISTORY     - Date     Condition        Report By
 CG0554  HISTORY     - 1959     MONUMENTED       CGS
 CG0554  HISTORY     - 1959     GOOD             CGS
 CG0554  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0554  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0554
 CG0554                          STATION DESCRIPTION
 CG0554
 CG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0554'THE STATION IS 0.3 MILE NORTH OF KINSLEY RANCH AND 0.1 MILE NORTH
 CG0554'OF THE NORTH END OF A SMALL LAKE ON THE RIGHT-OF-WAY OF U.S.
 CG0554'HIGHWAY 89.
 CG0554'
 CG0554'TO REACH THE STATION FROM THE POST OFFICE AT AMADO GO NORTH ON
 CG0554'U.S. HIGHWAY 89 FOR 0.25 MILE TO KINSLEY RANCH, CONTINUE NORTH
 CG0554'ON U.S. HIGHWAY 89 FOR 0.2 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 CG0554'AND FOLLOW THE TRACK ROAD NORTH ON THE EAST SIDE OF THE HIGHWAY
 CG0554'AND WEST SIDE OF THE RIGH-OF-WAY FENCE FOR 0.1 MILE TO THE
 CG0554'STATION.
 CG0554'
 CG0554'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT AMADO GO NORTH
 CG0554'ON U.S. HIGHWAY 89 FOR 0.25 MILE TO A T ROAD LEFT, JUST BEYOND
 CG0554'KINSLEY RANCH, TURN LEFT, WEST FOR 0.1 MILE TO A TRACK ROAD
 CG0554'RIGHT, TURN RIGHT AND GO NORTH 0.1 MILE TO THE AZIMUTH MARK ON THE
 CG0554'LEFT.
 CG0554'
 CG0554'THE STATION MARK, STAMPED AGUA 1959, IS A STANDARD DISK SET IN
 CG0554'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0554'IT IS 100 FEET EAST OF THE CENTER OF U.S. HIGHWAY 89, 3.5 FEET
 CG0554'NORTH OF THE WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 CG0554'
 CG0554'REFERENCE MARK 1, STAMPED AGUA NO 1 1959, IS A STANDARD DISK SET
 CG0554'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 CG0554'IT IS 90.5 FEET NORTH OF THE WITNESS POST AND 1 FOOT WEST OF THE
 CG0554'NORTH-SOUTH FENCE LINE.
 CG0554'
 CG0554'REFERENCE MARK 2, STAMPED AGUA NO 2 1959, IS A STANDARD DISK
 CG0554'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0554'2 INCHES.  IT IS 80.0 FEET SOUTH OF THE WITNESS POST AND 1 FOOT
 CG0554'WEST OF THE NORTH-SOUTH FENCE LINE.
 CG0554'
 CG0554'THE AZIMUTH MARK, STAMPED AGUA 1959, IS A STANDARD DISK SET IN
 CG0554'THE TOP OF A 4-INCH IRON PIPE THAT IS FILLED WITH CONCRETE, THE
 CG0554'PIPE PROJECTS 7 INCHES.  IT IS 72 FEET WEST OF THE CENTER OF A
 CG0554'TRACK ROAD, 3 FEET SOUTH OF A WITNESS POST AND 3 FEET NORTH OF
 CG0554'A POWER POLE WITH A TRIANGLE BLAZE.
 CG0554
 CG0554                          STATION RECOVERY (1959)
 CG0554
 CG0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CG0554'0.5 MI N FROM AMADO.
 CG0554'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0554'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE, 100
 CG0554'FEET EAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET NORTH OF THE WITNESS
 CG0554'POST, 1 FOOT WEST OF THE FENCE, SET IN THE TOP OF A 12 INCH SQUARE
 CG0554'CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0554
 CG0554                          STATION RECOVERY (1979)
 CG0554
 CG0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0554'MARK NOT FOUND.
 CG0554
 CG0554                          STATION RECOVERY (1980)
 CG0554
 CG0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0554'NOT RECOVERED BELIEVED DESTROYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1857 ***********************************************************************
 DV1857  DESIGNATION -  AGUA
 DV1857  PID         -  DV1857
 DV1857  STATE/COUNTY-  AZ/MARICOPA
 DV1857  USGS QUAD   -  BALDY MTN (1981)
 DV1857
 DV1857                         *CURRENT SURVEY CONTROL
 DV1857  ___________________________________________________________________
 DV1857* NAD 83(1992)-  33 45 11.40233(N)    112 17 52.31415(W)     ADJUSTED  
 DV1857* NAVD 88     -       476.3    (meters)    1563.     (feet)  VERTCON   
 DV1857  ___________________________________________________________________
 DV1857  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DV1857  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV1857
 DV1857  HORZ ORDER  -  SECOND
 DV1857
 DV1857.The horizontal coordinates were established by classical geodetic methods
 DV1857.and adjusted by the National Geodetic Survey in August 1993..
 DV1857
 DV1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1857
 DV1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1857
 DV1857.The geoid height was determined by GEOID03.
 DV1857
 DV1857;                    North         East     Units Scale Factor Converg.
 DV1857;SPC AZ C     -   305,343.140   178,044.967   MT  0.99991537   -0 12 42.5
 DV1857;SPC AZ C     - 1,001,781.96    584,137.03   iFT  0.99991537   -0 12 42.5
 DV1857;UTM  12      - 3,735,544.723   379,795.456   MT  0.99977813   -0 43 16.3
 DV1857
 DV1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1857!SPC AZ C     -   0.99992988  x   0.99991537  =   0.99984526
 DV1857!UTM  12      -   0.99992988  x   0.99977813  =   0.99970803
 DV1857
 DV1857|---------------------------------------------------------------------|
 DV1857| PID    Reference Object                     Distance      Geod. Az  |
 DV1857|                                                           dddmmss.s |
 DV1857| CR7736 AGUA RM 2                             8.049 METERS 11433     |
 DV1857| DV2044 PRINCE                              APPROX. 6.8 KM 2910259.1 |
 DV1857| CR7735 AGUA RM 1                             9.460 METERS 34049     |
 DV1857|---------------------------------------------------------------------|
 DV1857
 DV1857                          SUPERSEDED SURVEY CONTROL
 DV1857
 DV1857  NAD 83(1986)-  33 45 11.39743(N)    112 17 52.32000(W) AD(       ) 2
 DV1857  NGVD 29 (07/20/87)  475.7    (m)         1561.     (f) VERT ANG       
 DV1857
 DV1857.Superseded values are not recommended for survey control.
 DV1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1857.See file dsdata.txt to determine how the superseded data were derived.
 DV1857
 DV1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7979535545(NAD 83)
 DV1857_MARKER: DS = TRIANGULATION STATION DISK
 DV1857_SETTING: 66 = SET IN ROCK OUTCROP
 DV1857_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1857+STABILITY: POSITION/ELEVATION WELL
 DV1857
 DV1857  HISTORY     - Date     Condition        Report By
 DV1857  HISTORY     - 1956     MONUMENTED       USGS
 DV1857  HISTORY     - 1986     GOOD             AZDT
 DV1857
 DV1857                          STATION DESCRIPTION
 DV1857
 DV1857'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1857'THE STATION IS LOCATED 12 MILES NORTH OF PEORIA, 10 MILES WEST OF I 17
 DV1857'AT THE SOUTH END OF BLACK FLAT RIDGE.
 DV1857'
 DV1857'THE STATION MARK IS A USGS DISK STAMPED---AGUA 1956---.  IT IS SET IN
 DV1857'A DRILL HOLE IN BEDROCK ON TOP OF THE RIDGE.
 DV1857'
 DV1857'REFERENCE MARK 1 IS A USGS DISK STAMPED---AGUA RM 1 1956---.  IT IS
 DV1857'SET IN A DRILL HOLE IN ROCK.
 DV1857'
 DV1857'REFERENCE MARK 2 IS A USGS DISK STAMPED---AGUA RM 2 1956---.  IT IS
 DV1857'SET IN A DRILL HOLE IN ROCK.
 DV1857'
 DV1857'TO REACH THE STATION FROM 99TH AVENUE AND LAKE PLESANT ROAD IN SUN
 DV1857'CITY.  TRAVEL NORTH ALONG LAKE PLESANT ROAD FOR 4.9 MILES TO JOMAX
 DV1857'ROAD.  TURN LEFT AND TRAVEL WEST ALONG JOMAX ROAD FOR 1.2 MILES TO 107
 DV1857'AVENUE.  BARE RIGHT AND CONTINUE WEST FOR 0.8 MILE TO A FORK.  TAKE
 DV1857'THE LEFT FORK WEST FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK 0.15
 DV1857'MILE TO A GATE UNDER THE BEARDSLEY CANAL FLUME.  PASS THROUGH THE GATE
 DV1857'AND TRAVEL NORTHWEST 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK NORTH
 DV1857'FOR 0.3 MILE TO A DIM TRACK ROAD LEADING TO THE HIGHLINE TOWERS.  TURN
 DV1857'RIGHT AND CONTINUE NORTH FOR 0.6 MILE TO THE SECOND SET OF HIGHLINE
 DV1857'TOWERS AND END OF TRUCK TRAVEL.  PACK SOUTH ALONG RIDGE FOR ABOUT 1400
 DV1857'FEET TO THE LAST HIGH POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0930 ***********************************************************************
 ET0930  DESIGNATION -  AGUA FRIA
 ET0930  PID         -  ET0930
 ET0930  STATE/COUNTY-  AZ/MARICOPA
 ET0930  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0930
 ET0930                         *CURRENT SURVEY CONTROL
 ET0930  ___________________________________________________________________
 ET0930* NAD 83(1992)-  34 02 52.20674(N)    112 09 40.55272(W)     ADJUSTED  
 ET0930* NAVD 88     -       671.6    (meters)    2203.     (feet)  VERTCON   
 ET0930  ___________________________________________________________________
 ET0930  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 ET0930  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 ET0930
 ET0930  HORZ ORDER  -  FIRST
 ET0930
 ET0930.The horizontal coordinates were established by classical geodetic methods
 ET0930.and adjusted by the National Geodetic Survey in August 1993..
 ET0930
 ET0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0930
 ET0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0930
 ET0930.The geoid height was determined by GEOID03.
 ET0930
 ET0930;                    North         East     Units Scale Factor Converg.
 ET0930;SPC AZ C     -   337,986.323   190,777.775   MT  0.99990628   -0 08 13.0
 ET0930;SPC AZ C     - 1,108,879.01    625,911.34   iFT  0.99990628   -0 08 13.0
 ET0930;UTM  12      - 3,768,068.060   392,817.117   MT  0.99974162   -0 39 00.9
 ET0930
 ET0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0930!SPC AZ C     -   0.99989901  x   0.99990628  =   0.99980530
 ET0930!UTM  12      -   0.99989901  x   0.99974162  =   0.99964066
 ET0930
 ET0930|---------------------------------------------------------------------|
 ET0930| PID    Reference Object                     Distance      Geod. Az  |
 ET0930|                                                           dddmmss.s |
 ET0930| CH2181 AGUA FRIA RM 1                        4.527 METERS 03243     |
 ET0930| ET0928 HI                                  APPROX. 3.1 KM 1413537.2 |
 ET0930| CH2182 AGUA FRIA RM 2                        5.367 METERS 18506     |
 ET0930| ET0931 BOUNDARY MON MARICOPA YAVAPAI CNTY    0.671 METERS 27720     |
 ET0930|---------------------------------------------------------------------|
 ET0930
 ET0930                          SUPERSEDED SURVEY CONTROL
 ET0930
 ET0930  NAD 83(1986)-  34 02 52.20135(N)    112 09 40.55522(W) AD(       ) 1
 ET0930  NAD 27      -  34 02 52.07800(N)    112 09 37.97800(W) AD(       ) 1
 ET0930  NGVD 29 (07/19/86)  671.0    (m)         2201.     (f) VERT ANG       
 ET0930
 ET0930.Superseded values are not recommended for survey control.
 ET0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0930.See file dsdata.txt to determine how the superseded data were derived.
 ET0930
 ET0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9281768068(NAD 83)
 ET0930_MARKER: DS = TRIANGULATION STATION DISK
 ET0930_SETTING: 66 = SET IN ROCK OUTCROP
 ET0930
 ET0930  HISTORY     - Date     Condition        Report By
 ET0930  HISTORY     - 1924     MONUMENTED       CGS
 ET0930  HISTORY     - 1959     GOOD             CGS
 ET0930
 ET0930                          STATION DESCRIPTION
 ET0930
 ET0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0930'ABOUT 40 MILES NORTH OF PHOENIX, 2 MILES SOUTHWEST OF CANYON,
 ET0930'1 MILE SOUTHWEST OF ROCK SPRINGS STORE ON THE BLACK CANYON
 ET0930'ROAD, 200 YARDS SOUTH OF A MINE TRAIL AND ON THE FIRST HILL
 ET0930'EAST OF AND OVERLOOKING THE AGUA FRIA RIVER.  STATION IS ABOUT
 ET0930'10 YARDS NORTH OF THE HIGHEST POINT OF THE HILL AND ON THE
 ET0930'MARICOPA-YAVAPAI COUNTY LINE.  MARKED BY A STANDARD BRONZE
 ET0930'DISK.
 ET0930
 ET0930                          STATION RECOVERY (1959)
 ET0930
 ET0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0930'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 ET0930'
 ET0930'THE STATION IS LOCATED ABOUT 40 MILES NORTH OF PHOENIX, 2 MILES
 ET0930'SOUTHWEST OF BLACK CANYON, 1 MILE WEST OF ROCK SPRINGS AND ON
 ET0930'THE FIRST HILL EAST OF AND OVERLOOKING THE AGUA FRIA RIVER.
 ET0930'
 ET0930'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0930'GO SOUTH ON STATE HIGHWAY 69 FOR 0.2 MILE TO A SIDE ROAD RIGHT,
 ET0930'IMMEDIATELY NORTH OF THE MOUNTAIN BREEZE MOTEL.  TURN RIGHT
 ET0930'AND GO WEST AND SOUTHWEST ON THE KAY COPPER ROAD FOR 0.4 MILE
 ET0930'TO A FORK.  TAKE THE LEFT FORK, CROSSING A WASH, AND FOLLOW
 ET0930'THE TRACK ROAD SOUTHWEST FOR 0.6 MILE TO AN OLD MINE SHAFT
 ET0930'AND BUILDINGS.  GO WEST ACROSS COUNTRY FOR 0.1 MILE TO A WASH,
 ET0930'THE BASE OF A RIDGE AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 ET0930'TO THE BASE OF THE RIDGE, THENCE SOUTHWEST ALONG THE RIDGE
 ET0930'TO THE TOP OF THE HILL.  CONTINUE SOUTH TO THE TOP OF THE
 ET0930'NEXT HILL AND THE STATION.  THIS PACK REQUIRES ABOUT 20
 ET0930'MINUTES.
 ET0930'
 ET0930'THE STATION IS A STANDARD DISK, STAMPED AGUA FRIA 1924, CEMENTED
 ET0930'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 25 FEET
 ET0930'NORTH OF THE HIGHEST PART OF THE HILL, 10.2 FEET WEST OF
 ET0930'A WITNESS POST AND 2.2 FEET EAST OF A YAVAPAI-MARICOPA
 ET0930'COUNTY BOUNDARY MONUMENT.
 ET0930'
 ET0930'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AGUA FRIA NO
 ET0930'1 1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 ET0930'IS 11.5 FEET NORTH OF THE WITNESS POST, 16.2 FEET NORTHEAST
 ET0930'OF THE BOUNDARY MONUMENT AND 3 FEET LOWER THAN THE STATION.
 ET0930'
 ET0930'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AGUA FRIA NO 2
 ET0930'1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 ET0930'IS 22.3 FEET SOUTHWEST OF THE WITNESS POST, 17.9 FEET SOUTH OF
 ET0930'THE BOUNDARY MONUMENT AND 3 FEET HIGHER THAN THE STATION.
 ET0930'
 ET0930'TRIANGULATION STA. HI CAN BE USED AS AN AZIMUTH MARK (SEE
 ET0930'DESCRIPTION THEREOF)
 ET0930'
 ET0930'YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A TRIANGULAR
 ET0930'SHAPED CONCRETE MONUMENT THAT PROJECTS 3 FEET.  THE WORDS
 ET0930'YAVAPAI AND MARICOPA ARE CAST IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0553 ***********************************************************************
 CG0553  DESIGNATION -  AGUA RM 1
 CG0553  PID         -  CG0553
 CG0553  STATE/COUNTY-  AZ/PIMA
 CG0553  USGS QUAD   -  AMADO (1981)
 CG0553
 CG0553                         *CURRENT SURVEY CONTROL
 CG0553  ___________________________________________________________________
 CG0553* NAD 83(1986)-  31 43 51.     (N)    111 03 30.     (W)     SCALED    
 CG0553* NAVD 88     -       942.70   (+/-2cm)    3092.8    (feet)  VERTCON   
 CG0553  ___________________________________________________________________
 CG0553  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0553
 CG0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0553
 CG0553.The horizontal coordinates were scaled from a topographic map and have
 CG0553.an estimated accuracy of +/- 6 seconds.
 CG0553
 CG0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0553.The vertical order pertains to the NGVD 29 superseded value.
 CG0553
 CG0553.The geoid height was determined by GEOID03.
 CG0553
 CG0553;                    North         East    Units  Estimated Accuracy
 CG0553;SPC AZ C     -    81,340.      294,700.      MT  (+/- 180 meters Scaled)
 CG0553
 CG0553                          SUPERSEDED SURVEY CONTROL
 CG0553
 CG0553  NGVD 29 (??/??/92)  941.904  (m)         3090.23   (f) ADJ UNCH    2 0
 CG0553
 CG0553.Superseded values are not recommended for survey control.
 CG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0553.See file dsdata.txt to determine how the superseded data were derived.
 CG0553
 CG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA944106(NAD 83)
 CG0553_MARKER: DB = BENCH MARK DISK
 CG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0553_STAMPING: AGUA NO 1 1959
 CG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0553+STABILITY: SURFACE MOTION
 CG0553
 CG0553  HISTORY     - Date     Condition        Report By
 CG0553  HISTORY     - 1959     MONUMENTED       CGS
 CG0553  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0553
 CG0553                          STATION DESCRIPTION
 CG0553
 CG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0553'0.5 MI N FROM AMADO.
 CG0553'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0553'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE,
 CG0553'90.5 FEET NORTH OF THE WITNESS POST, 1 FOOT WEST OF THE NORTH-SOUTH
 CG0553'FENCE, AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0553'PROJECTS 2 INCHES.
 CG0553
 CG0553                          STATION RECOVERY (1980)
 CG0553
 CG0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0553'NOT RECOVERED BELIEVED DESTORYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0555 ***********************************************************************
 CG0555  DESIGNATION -  AGUA RM 2
 CG0555  PID         -  CG0555
 CG0555  STATE/COUNTY-  AZ/PIMA
 CG0555  USGS QUAD   -  AMADO (1981)
 CG0555
 CG0555                         *CURRENT SURVEY CONTROL
 CG0555  ___________________________________________________________________
 CG0555* NAD 83(1986)-  31 43 51.     (N)    111 03 30.     (W)     SCALED    
 CG0555* NAVD 88     -       942.63   (+/-2cm)    3092.6    (feet)  VERTCON   
 CG0555  ___________________________________________________________________
 CG0555  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0555
 CG0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0555
 CG0555.The horizontal coordinates were scaled from a topographic map and have
 CG0555.an estimated accuracy of +/- 6 seconds.
 CG0555
 CG0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0555.The vertical order pertains to the NGVD 29 superseded value.
 CG0555
 CG0555.The geoid height was determined by GEOID03.
 CG0555
 CG0555;                    North         East    Units  Estimated Accuracy
 CG0555;SPC AZ C     -    81,340.      294,700.      MT  (+/- 180 meters Scaled)
 CG0555
 CG0555                          SUPERSEDED SURVEY CONTROL
 CG0555
 CG0555  NGVD 29 (??/??/92)  941.838  (m)         3090.01   (f) ADJ UNCH    2 0
 CG0555
 CG0555.Superseded values are not recommended for survey control.
 CG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0555.See file dsdata.txt to determine how the superseded data were derived.
 CG0555
 CG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA944106(NAD 83)
 CG0555_MARKER: DR = REFERENCE MARK DISK
 CG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0555_STAMPING: AGUA NO 2 1959
 CG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0555+STABILITY: SURFACE MOTION
 CG0555
 CG0555  HISTORY     - Date     Condition        Report By
 CG0555  HISTORY     - 1959     MONUMENTED       CGS
 CG0555  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0555
 CG0555                          STATION DESCRIPTION
 CG0555
 CG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0555'0.5 MI N FROM AMADO.
 CG0555'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0555'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE, 80
 CG0555'FEET SOUTH OF THE WITNESS POST, 1 FOOT WEST OF THE NORTH-SOUTH FENCE,
 CG0555'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 CG0555'INCHES.
 CG0555
 CG0555                          STATION RECOVERY (1980)
 CG0555
 CG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0555'NOT RECOVERED BELIEVED DESTROYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0802 ***********************************************************************
 DA0802  DESIGNATION -  AGUIL
 DA0802  PID         -  DA0802
 DA0802  STATE/COUNTY-  AZ/YUMA
 DA0802  USGS QUAD   -  AZTEC HILLS (1982)
 DA0802
 DA0802                         *CURRENT SURVEY CONTROL
 DA0802  ___________________________________________________________________
 DA0802* NAD 83(1992)-  32 49 27.18174(N)    113 26 42.68980(W)     ADJUSTED  
 DA0802* NAVD 88     -       152.22   (+/-2cm)     499.4    (feet)  VERTCON   
 DA0802  ___________________________________________________________________
 DA0802  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA0802  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA0802
 DA0802  HORZ ORDER  -  SECOND
 DA0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0802
 DA0802.The horizontal coordinates were established by classical geodetic methods
 DA0802.and adjusted by the National Geodetic Survey in August 1993..
 DA0802
 DA0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0802.The vertical order pertains to the NGVD 29 superseded value.
 DA0802
 DA0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0802
 DA0802.The geoid height was determined by GEOID03.
 DA0802
 DA0802;                    North         East     Units Scale Factor Converg.
 DA0802;SPC AZ W     -   202,306.558   241,899.828   MT  0.99994337   +0 09 54.8
 DA0802;SPC AZ W     -   663,735.43    793,634.61   iFT  0.99994337   +0 09 54.8
 DA0802;SPC AZ C     -   203,293.654    70,239.101   MT  1.00015250   -0 49 43.3
 DA0802;SPC AZ C     -   666,973.93    230,443.24   iFT  1.00015250   -0 49 43.3
 DA0802;UTM  12      - 3,634,448.522   271,099.642   MT  1.00024610   -1 19 33.7
 DA0802
 DA0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0802!SPC AZ W     -   0.99998115  x   0.99994337  =   0.99992452
 DA0802!SPC AZ C     -   0.99998115  x   1.00015250  =   1.00013365
 DA0802!UTM  12      -   0.99998115  x   1.00024610  =   1.00022725
 DA0802
 DA0802:                Primary Azimuth Mark                     Grid Az
 DA0802:SPC AZ W     -  S 321                                    085 50 06.3
 DA0802:SPC AZ C     -  S 321                                    086 49 44.4
 DA0802:UTM  12      -  S 321                                    087 19 34.8
 DA0802
 DA0802|---------------------------------------------------------------------|
 DA0802| PID    Reference Object                     Distance      Geod. Az  |
 DA0802|                                                           dddmmss.s |
 DA0802| DA1114 S 321                                              0860001.1 |
 DA0802| DA1409 AGUIL ECC HUB                        42.706 METERS 17125     |
 DA0802| DA1401 AGUIL RM 1                            3.493 METERS 20924     |
 DA0802| DA1403 AGUIL RM 2                           25.000 METERS 32429     |
 DA0802|---------------------------------------------------------------------|
 DA0802
 DA0802                          SUPERSEDED SURVEY CONTROL
 DA0802
 DA0802  NAD 83(1986)-  32 49 27.17621(N)    113 26 42.69560(W) AD(       ) 2
 DA0802  NAD 27      -  32 49 27.00200(N)    113 26 40.00950(W) AD(       ) 2
 DA0802  NGVD 29 (??/??/92)  151.668  (m)          497.60   (f) ADJ UNCH    2 0
 DA0802
 DA0802.Superseded values are not recommended for survey control.
 DA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0802.See file dsdata.txt to determine how the superseded data were derived.
 DA0802
 DA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7110034449(NAD 83)
 DA0802_MARKER: DE = TRAVERSE STATION DISK
 DA0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0802_STAMPING: AGUIL 1960
 DA0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0802+STABILITY: SURFACE MOTION
 DA0802
 DA0802  HISTORY     - Date     Condition        Report By
 DA0802  HISTORY     - 1960     MONUMENTED       CGS
 DA0802  HISTORY     - 1960     GOOD             CGS
 DA0802  HISTORY     - 1965     MARK NOT FOUND   USGS
 DA0802
 DA0802                          STATION DESCRIPTION
 DA0802
 DA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0802'THE STATION IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA0802'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA0802'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
 DA0802'
 DA0802'THE STATION, WITH UNDERGROUND MARK, STAMPED AGUIL 1960 IS
 DA0802'A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA0802'6 INCHES.
 DA0802'
 DA0802'REFERENCE MARK 1 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA0802'DEPARTMENT SET IN A DRILL HOLE IN THE TOP OF THE NORTH CURB
 DA0802'OF THE EAST BOUND LANES OF THE HIGHWAY.
 DA0802'
 DA0802'REFERENCE MARK 2 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA0802'DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DA0802'SURFACE AND ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE
 DA0802'FRONTAGE ROAD WHICH LATER WILL BECOME THE WEST BOUND LANES
 DA0802'AND 1-1/2 FEET EAST OF A METAL RIGHT OF WAY POST.
 DA0802'
 DA0802'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED
 DA0802'S 321 1952 SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 DA0802'HEADWALL OF A CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD,
 DA0802'2 POLES WEST OF RAILROAD MILEPOST 813, 100 FEET EAST OF BLOCK
 DA0802'SIGNAL 8127 AND 1.90 METERS NORTH OF THE NORTH RAIL.
 DA0802'
 DA0802'A TWO WHEEL DRIVE STATION.
 DA0802
 DA0802                          STATION RECOVERY (1960)
 DA0802
 DA0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0802'0.2 MI E FROM AZTEC.
 DA0802'0.2 MILE EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC TO THE
 DA0802'EAST END OF A CURB SEPARATING THE TWO TRAFFIC LANES, SET IN A SQUARE
 DA0802'CONCRETE POST PROJECTING 6 INCHES.
 DA0802
 DA0802                          STATION RECOVERY (1965)
 DA0802
 DA0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1401 ***********************************************************************
 DA1401  DESIGNATION -  AGUIL RM 1
 DA1401  PID         -  DA1401
 DA1401  STATE/COUNTY-  AZ/YUMA
 DA1401  USGS QUAD   -  AZTEC HILLS (1982)
 DA1401
 DA1401                         *CURRENT SURVEY CONTROL
 DA1401  ___________________________________________________________________
 DA1401* NAD 83(1992)-  32 49 27.08295(N)    113 26 42.75574(W)     ADJUSTED  
 DA1401* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DA1401  ___________________________________________________________________
 DA1401  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1401  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1401
 DA1401  HORZ ORDER  -  SECOND
 DA1401
 DA1401.The horizontal coordinates were established by classical geodetic methods
 DA1401.and adjusted by the National Geodetic Survey in August 1993..
 DA1401
 DA1401.The orthometric height was scaled from a topographic map.
 DA1401
 DA1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1401
 DA1401.The geoid height was determined by GEOID03.
 DA1401
 DA1401;                    North         East     Units Scale Factor Converg.
 DA1401;SPC AZ W     -   202,303.510   241,898.122   MT  0.99994337   +0 09 54.8
 DA1401;SPC AZ W     -   663,725.43    793,629.01   iFT  0.99994337   +0 09 54.8
 DA1401;SPC AZ C     -   203,290.635    70,237.342   MT  1.00015250   -0 49 43.3
 DA1401;SPC AZ C     -   666,964.03    230,437.47   iFT  1.00015250   -0 49 43.3
 DA1401;UTM  12      - 3,634,445.518   271,097.856   MT  1.00024611   -1 19 33.7
 DA1401
 DA1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1401!SPC AZ W     -   0.99998110  x   0.99994337  =   0.99992447
 DA1401!SPC AZ C     -   0.99998110  x   1.00015250  =   1.00013360
 DA1401!UTM  12      -   0.99998110  x   1.00024611  =   1.00022721
 DA1401
 DA1401                          SUPERSEDED SURVEY CONTROL
 DA1401
 DA1401  NAD 83(1986)-  32 49 27.07743(N)    113 26 42.76153(W) AD(       ) 2
 DA1401  NAD 27      -  32 49 26.90320(N)    113 26 40.07540(W) AD(       ) 2
 DA1401
 DA1401.Superseded values are not recommended for survey control.
 DA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1401.See file dsdata.txt to determine how the superseded data were derived.
 DA1401
 DA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7109834446(NAD 83)
 DA1401_MARKER: DD = SURVEY DISK
 DA1401_SETTING: 0 = UNSPECIFIED SETTING
 DA1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1401
 DA1401  HISTORY     - Date     Condition        Report By
 DA1401  HISTORY     - 1960     MONUMENTED       AZHD
 DA1401
 DA1401                          STATION DESCRIPTION
 DA1401
 DA1401'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1401'REFERENCE MARK 1 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA1401'DEPARTMENT SET IN A DRILL HOLE IN THE TOP OF THE NORTH CURB
 DA1401'OF THE EAST BOUND LANES OF THE HIGHWAY.
 DA1401'
 DA1401'STATION AGUIL IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA1401'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA1401'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1403 ***********************************************************************
 DA1403  DESIGNATION -  AGUIL RM 2
 DA1403  PID         -  DA1403
 DA1403  STATE/COUNTY-  AZ/YUMA
 DA1403  USGS QUAD   -  AZTEC HILLS (1982)
 DA1403
 DA1403                         *CURRENT SURVEY CONTROL
 DA1403  ___________________________________________________________________
 DA1403* NAD 83(1992)-  32 49 27.84223(N)    113 26 43.24827(W)     ADJUSTED  
 DA1403* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DA1403  ___________________________________________________________________
 DA1403  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1403  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1403
 DA1403  HORZ ORDER  -  SECOND
 DA1403
 DA1403.The horizontal coordinates were established by classical geodetic methods
 DA1403.and adjusted by the National Geodetic Survey in August 1993..
 DA1403
 DA1403.The orthometric height was scaled from a topographic map.
 DA1403
 DA1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1403
 DA1403.The geoid height was determined by GEOID03.
 DA1403
 DA1403;                    North         East     Units Scale Factor Converg.
 DA1403;SPC AZ W     -   202,326.862   241,885.245   MT  0.99994336   +0 09 54.5
 DA1403;SPC AZ W     -   663,802.04    793,586.76   iFT  0.99994336   +0 09 54.5
 DA1403;SPC AZ C     -   203,314.212    70,224.869   MT  1.00015255   -0 49 43.6
 DA1403;SPC AZ C     -   667,041.38    230,396.55   iFT  1.00015255   -0 49 43.6
 DA1403;UTM  12      - 3,634,469.204   271,085.587   MT  1.00024618   -1 19 34.0
 DA1403
 DA1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1403!SPC AZ W     -   0.99998110  x   0.99994336  =   0.99992446
 DA1403!SPC AZ C     -   0.99998110  x   1.00015255  =   1.00013365
 DA1403!UTM  12      -   0.99998110  x   1.00024618  =   1.00022728
 DA1403
 DA1403                          SUPERSEDED SURVEY CONTROL
 DA1403
 DA1403  NAD 83(1986)-  32 49 27.83670(N)    113 26 43.25406(W) AD(       ) 2
 DA1403  NAD 27      -  32 49 27.66250(N)    113 26 40.56790(W) AD(       ) 2
 DA1403
 DA1403.Superseded values are not recommended for survey control.
 DA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1403.See file dsdata.txt to determine how the superseded data were derived.
 DA1403
 DA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7108634469(NAD 83)
 DA1403_MARKER: DD = SURVEY DISK
 DA1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1403+STABILITY: SURFACE MOTION
 DA1403
 DA1403  HISTORY     - Date     Condition        Report By
 DA1403  HISTORY     - 1960     MONUMENTED       AZHD
 DA1403
 DA1403                          STATION DESCRIPTION
 DA1403
 DA1403'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1403'REFERENCE MARK 2 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA1403'DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DA1403'SURFACE AND ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE
 DA1403'FRONTAGE ROAD WHICH LATER WILL BECOME THE WEST BOUND LANES
 DA1403'AND 1-1/2 FEET EAST OF A METAL RIGHT OF WAY POST.
 DA1403'
 DA1403'STATION AGUIL IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA1403'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA1403'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1885 ***********************************************************************
 DV1885  DESIGNATION -  AGUILA
 DV1885  PID         -  DV1885
 DV1885  STATE/COUNTY-  AZ/MARICOPA
 DV1885  USGS QUAD   -  AGUILA (1990)
 DV1885
 DV1885                         *CURRENT SURVEY CONTROL
 DV1885  ___________________________________________________________________
 DV1885* NAD 83(1992)-  33 54 49.94392(N)    113 08 29.93806(W)     ADJUSTED  
 DV1885* NAVD 88     -       667.05   (+/-2cm)    2188.5    (feet)  VERTCON   
 DV1885  ___________________________________________________________________
 DV1885  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DV1885  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV1885
 DV1885  HORZ ORDER  -  FIRST
 DV1885  VERT ORDER  -  THIRD ? (See Below)
 DV1885
 DV1885.The horizontal coordinates were established by classical geodetic methods
 DV1885.and adjusted by the National Geodetic Survey in June 1998..
 DV1885
 DV1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1885.The vertical order pertains to the NGVD 29 superseded value.
 DV1885
 DV1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1885
 DV1885.The geoid height was determined by GEOID03.
 DV1885
 DV1885;                    North         East     Units Scale Factor Converg.
 DV1885;SPC AZ C     -   323,777.183   100,084.183   MT  1.00005813   -0 41 00.8
 DV1885;SPC AZ C     - 1,062,261.10    328,360.18   iFT  1.00005813   -0 41 00.8
 DV1885;UTM  12      - 3,754,671.680   302,006.393   MT  1.00008328   -1 11 43.1
 DV1885
 DV1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1885!SPC AZ C     -   0.99990000  x   1.00005813  =   0.99995813
 DV1885!UTM  12      -   0.99990000  x   1.00008328  =   0.99998327
 DV1885
 DV1885:                Primary Azimuth Mark                     Grid Az
 DV1885:SPC AZ C     -  SEVEN MILE PEAK                          079 16 42.6
 DV1885:UTM  12      -  SEVEN MILE PEAK                          079 47 24.9
 DV1885
 DV1885|---------------------------------------------------------------------|
 DV1885| PID    Reference Object                     Distance      Geod. Az  |
 DV1885|                                                           dddmmss.s |
 DV1885| DV1878 SEVEN MILE PEAK                     APPROX. 8.6 KM 0783541.8 |
 DV1885| CS6610 AGUILA RM 1                           8.932 METERS 11727     |
 DV1885| DV1886 T7N R9 8W SECS 25 30 31 36            2.000 METERS 18225     |
 DV1885| CS6611 AGUILA RM 2                           7.459 METERS 24026     |
 DV1885| DV1884 AGUILA RAILROAD WATER TANK          APPROX. 4.5 KM 3173144.1 |
 DV1885|---------------------------------------------------------------------|
 DV1885
 DV1885                          SUPERSEDED SURVEY CONTROL
 DV1885
 DV1885  NAD 83(1992)-  33 54 49.94392(N)    113 08 29.93806(W) AD(       ) 1
 DV1885  NAD 83(1986)-  33 54 49.94266(N)    113 08 29.94080(W) AD(       ) 1
 DV1885  NAD 27      -  33 54 49.83900(N)    113 08 27.24400(W) AD(       ) 1
 DV1885  NGVD 29 (07/19/86)  666.37   (m)         2186.2    (f) LEVELING    3  
 DV1885
 DV1885.Superseded values are not recommended for survey control.
 DV1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1885.See file dsdata.txt to determine how the superseded data were derived.
 DV1885
 DV1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0200654672(NAD 83)
 DV1885_MARKER: DS = TRIANGULATION STATION DISK
 DV1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1885+STABILITY: SURFACE MOTION
 DV1885
 DV1885  HISTORY     - Date     Condition        Report By
 DV1885  HISTORY     - 1924     MONUMENTED       CGS
 DV1885  HISTORY     - 1974     GOOD             DMA
 DV1885  HISTORY     - 1985     GOOD             AZDT
 DV1885  HISTORY     - 19860325 MARK NOT FOUND   USGS
 DV1885  HISTORY     - 19990109 GOOD             USPSQD
 DV1885
 DV1885                          STATION DESCRIPTION
 DV1885
 DV1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1885'ABOUT 2 MILES SOUTH AND 2 MILES EAST OF AGUILA, IN OPEN GALLETTA
 DV1885'FLATS AND 6 FEET NORTH OF A FENCE LINE.  MARKED BY STANDARD
 DV1885'BRONZE DISKS.  T. 7 N., R.
 DV1885'9 W., SCC. 25, SOUTHWEST CORNER IS 2.00 METERS (6.6 FEET)
 DV1885'FROM STATION S 02 DEG 25 MIN W.
 DV1885
 DV1885                          STATION RECOVERY (1974)
 DV1885
 DV1885'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 DV1885'DUE TO ADDITIONS MADE AT THIS STATION BY DMATC DURING BASE LINE
 DV1885'SURVEYS, A NEW DESCRIPTION FOLLOWS.
 DV1885'
 DV1885'THE STATION IS LOCATED 2 MILES EAST AND 2 MILES SOUTH OF AGUILA.
 DV1885'
 DV1885'TO REACH FROM THE POST OFFICE IN AGUILA, GO EAST ON U.S. HIGHWAY 60
 DV1885'AND 70 FOR 2.7 MILES TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 DV1885'2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 DV1885'THE STATION ON THE LEFT.
 DV1885'
 DV1885'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION DISK SET IN A
 DV1885'CONCRETE MASS 2 FEET BELOW THE GROUND SURFACE.  IT IS LOCATED ON THE
 DV1885'SOUTH EDGE OF THE ROAD AND IS 7 FEET NORTH OF AN EAST - WEST
 DV1885'FENCELINE, 43 FEET SOUTH OF THE CENTERLINE OF A CONCRETE LINE
 DV1885'IRRIGATION DITCH, AND 7.4 FEET NORTH OF A METAL WITNESS POST WITH
 DV1885'SIGN.  NOTE--THE MARK WAS STAMPED AT THIS VISIT.
 DV1885'
 DV1885'REFERENCE MARK 1 IS A USGLO SECTION CORNER CAP RIVETED ON TOP OF A
 DV1885'4-INCH DIAMETER IRON PIPE THAT PROJECTS 1.0 FOOT ABOVE THE GROUND.
 DV1885'IT IS STAMPED--T7N R9W R8W S25 S30 S36 S31 1911.  IT IS LOCATED IN
 DV1885'THE EAST-WEST FENCELINE, 1.0 FOOT WEST OF A METAL WITNESS POST AND
 DV1885'7.240 FEET SOUTH OF THE STATION.
 DV1885'
 DV1885'REFERENCE MARK 2 IS A HEXAGONAL BOLT CEMENTED IN A DRILL HOLE ON TOP
 DV1885'OF THE EAST END OF A CONCRETE CULVERT PIPE.  THERE IS AN ARROW
 DV1885'STAMPED ON TOP OF THE BOLT HEAD AND POINTS TO THE STATION.  IT IS
 DV1885'LOCATED 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 65 FEET EAST
 DV1885'OF VERTICAL CONCRETE CYLINDER, AND 44.984 FEET NORTHWEST OF THE
 DV1885'STATION.
 DV1885'
 DV1885'AZIMUTH MARK IS A DEFENSE MAPPING AGENCY DISK CEMENTED IN A DRILL
 DV1885'HOLE ON TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION THAT
 DV1885'SUPPORTS AN ELECTRIC MOTOR FOR A PUMP.  IT IS STAMPED--AGUILA AZ MK
 DV1885'TOPO.  CENTER 1974 AND LOCATED 50 FEET NORTH OF THE CENTERLINE
 DV1885'OF THE ROAD, AND 25 FEET WEST OF A NORTH-SOUTH CANAL.  TO REACH
 DV1885'FROM THE STATION, GO WEST FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 DV1885
 DV1885                          STATION RECOVERY (1985)
 DV1885
 DV1885'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1885'THE STATION MARK AND THE SECTION CORNER WERE RECOVERED AS DESCRIBED IN
 DV1885'1924.  REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A COMPLETE
 DV1885'DESCRIPTION FOLLOWS.
 DV1885'
 DV1885'THE STATION IS LOCATED 3 MILES SOUTHEAST OF AGUILA AND 2 MILES SOUTH
 DV1885'OF U.S. HIGHWAY 60.  IT IS AT THE SOUTH EDGE OF THE CULTIVATED FARM
 DV1885'LAND.
 DV1885'
 DV1885'THE STATION MARK IS A STANDARD DISK STAMPED---AGUILA 1924---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW THE
 DV1885'GROUND LEVEL.  IT IS 36 FEET SOUTH OF THE CENTER OF AN IRRIGATION
 DV1885'DITCH, 22 FEET SOUTH OF THE CENTER OF AN EAST/WEST FARM ROAD, 7 FEET
 DV1885'NORTH OF A FENCE LINE AND 6 FEET NORTH OF THE WITNESS POST.
 DV1885'
 DV1885'REFERENCE MARK 1 IS A NGS DISK STAMPED---AGUILA 1924 1984---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 8
 DV1885'FEET SOUTH OF THE FENCE LINE
 DV1885'
 DV1885'REFERENCE MARK 2 IS A NGS DISK STAMPED---AGUILA 1924 1984---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS  5
 DV1885'FEET SOUTH OF THE FENCE.
 DV1885'
 DV1885'T7N R9W SECTION 25 SW CORNER IS A GLO DISK ON A 2-1/2 INCH PIPE WHICH
 DV1885'PROJECTS 1 FOOT.  IT IS 7-1/2 FEET SOUTH OF THE STATION, 2-1/2 FEET
 DV1885'SOUTHWEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 DV1885'
 DV1885'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV1885'U.S. HIGHWAY 60 FOR 1.75 MILES TO A DIRT ROAD CROSSING AT MILE POST
 DV1885'86.15.  TURN RIGHT AND TRAVEL SOUTH ALONG THE FARM ROAD FOR 1.0 MILE
 DV1885'TO A FORK OR OFFSET IN ROAD.  TAKE THE LEFT FORK AND CONTINUE SOUTH
 DV1885'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCELINE 1.1 MILES TO A T-ROAD.
 DV1885'TURN LEFT AND TRAVEL EAST FOR 50 FEET TO THE STATION ON THE RIGHT IN
 DV1885'THE BRUSH LINE AT THE FENCE.
 DV1885
 DV1885                          STATION RECOVERY (1986)
 DV1885
 DV1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRS)
 DV1885'MARK NOT FOUND.
 DV1885
 DV1885                          STATION RECOVERY (1999)
 DV1885
 DV1885'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2125 ***********************************************************************
 CZ2125  DESIGNATION -  AH 43
 CZ2125  PID         -  CZ2125
 CZ2125  STATE/COUNTY-  AZ/PINAL
 CZ2125  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2125
 CZ2125                         *CURRENT SURVEY CONTROL
 CZ2125  ___________________________________________________________________
 CZ2125* NAD 83(1992)-  32 53 37.88517(N)    111 41 15.57531(W)     ADJUSTED  
 CZ2125* NAVD 88     -       431.79   (+/-2cm)    1416.6    (feet)  VERTCON   
 CZ2125  ___________________________________________________________________
 CZ2125  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CZ2125  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2125
 CZ2125  HORZ ORDER  -  FIRST
 CZ2125  VERT ORDER  -  THIRD ? (See Below)
 CZ2125
 CZ2125.The horizontal coordinates were established by classical geodetic methods
 CZ2125.and adjusted by the National Geodetic Survey in August 1993..
 CZ2125
 CZ2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2125.The vertical order pertains to the NGVD 29 superseded value.
 CZ2125
 CZ2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2125
 CZ2125.The geoid height was determined by GEOID03.
 CZ2125
 CZ2125;                    North         East     Units Scale Factor Converg.
 CZ2125;SPC AZ C     -   210,004.340   234,784.897   MT  0.99990566   +0 07 27.7
 CZ2125;SPC AZ C     -   688,990.62    770,291.66   iFT  0.99990566   +0 07 27.7
 CZ2125;UTM  12      - 3,639,729.633   435,684.240   MT  0.99965100   -0 22 24.5
 CZ2125
 CZ2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2125!SPC AZ C     -   0.99993693  x   0.99990566  =   0.99984260
 CZ2125!UTM  12      -   0.99993693  x   0.99965100  =   0.99958795
 CZ2125
 CZ2125|---------------------------------------------------------------------|
 CZ2125| PID    Reference Object                     Distance      Geod. Az  |
 CZ2125|                                                           dddmmss.s |
 CZ2125| CH4011 AH 43 RM E                            8.828 METERS 08915     |
 CZ2125| CH4012 AH 43 RM S                            8.832 METERS 17914     |
 CZ2125| CZ2047 CASA GRANDE 2                       APPROX. 8.5 KM 1961448.0 |
 CZ2125|---------------------------------------------------------------------|
 CZ2125
 CZ2125                          SUPERSEDED SURVEY CONTROL
 CZ2125
 CZ2125  NAD 83(1986)-  32 53 37.87971(N)    111 41 15.57673(W) AD(       ) 1
 CZ2125  NAD 27      -  32 53 37.67873(N)    111 41 13.11209(W) AD(       ) 1
 CZ2125  NGVD 29 (07/19/86)  431.27   (m)         1414.9    (f) LEVELING    3  
 CZ2125
 CZ2125.Superseded values are not recommended for survey control.
 CZ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2125.See file dsdata.txt to determine how the superseded data were derived.
 CZ2125
 CZ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3568439730(NAD 83)
 CZ2125_MARKER: DD = SURVEY DISK
 CZ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2125
 CZ2125  HISTORY     - Date     Condition        Report By
 CZ2125  HISTORY     - 1967     MONUMENTED       DMA
 CZ2125
 CZ2125                          STATION DESCRIPTION
 CZ2125
 CZ2125'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2125'T-6-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2125'
 CZ2125'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2125'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2125'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2125'IS STAMPED--AH 43 1967 ARMY MAP SERVICE.
 CZ2125'
 CZ2125'THE STATION MARK IS LOCATED 68 FEET EAST OF THE CENTERLINE
 CZ2125'OF NORTH-SOUTH ROAD.  93 FEET EAST OF THE CENTERLINE OF
 CZ2125'NORTH-SOUTH DRAIN DITCH.  99 FEET WEST OF THE INTERSTATE 10
 CZ2125'FENCE.  140 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  66
 CZ2125'FEET SOUTH OF THE INTERSTATE 10 FENCE.
 CZ2125'
 CZ2125'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2125'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2125'CROSSROAD ON THE WEST SIDE OF A DITCH.  TURN LEFT AND GO NORTH
 CZ2125'ON WEST SIDE OF DITCH FOR 1.3 MILES TO A CROSSING OF DITCH.  TURN
 CZ2125'RIGHT AND GO SOUTH FOR 0.3 MILE TO OVERPASS AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2126 ***********************************************************************
 CZ2126  DESIGNATION -  AH 44
 CZ2126  PID         -  CZ2126
 CZ2126  STATE/COUNTY-  AZ/PINAL
 CZ2126  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2126
 CZ2126                         *CURRENT SURVEY CONTROL
 CZ2126  ___________________________________________________________________
 CZ2126* NAD 83(1992)-  32 52 52.32494(N)    111 41 16.00011(W)     ADJUSTED  
 CZ2126* NAVD 88     -       434.48   (+/-2cm)    1425.5    (feet)  VERTCON   
 CZ2126  ___________________________________________________________________
 CZ2126  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CZ2126  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2126
 CZ2126  HORZ ORDER  -  FIRST
 CZ2126  VERT ORDER  -  THIRD ? (See Below)
 CZ2126
 CZ2126.The horizontal coordinates were established by classical geodetic methods
 CZ2126.and adjusted by the National Geodetic Survey in August 1993..
 CZ2126
 CZ2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2126.The vertical order pertains to the NGVD 29 superseded value.
 CZ2126
 CZ2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2126
 CZ2126.The geoid height was determined by GEOID03.
 CZ2126
 CZ2126;                    North         East     Units Scale Factor Converg.
 CZ2126;SPC AZ C     -   208,600.913   234,776.902   MT  0.99990565   +0 07 27.4
 CZ2126;SPC AZ C     -   684,386.20    770,265.43   iFT  0.99990565   +0 07 27.4
 CZ2126;UTM  12      - 3,638,326.685   435,664.058   MT  0.99965104   -0 22 24.3
 CZ2126
 CZ2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2126!SPC AZ C     -   0.99993651  x   0.99990565  =   0.99984217
 CZ2126!UTM  12      -   0.99993651  x   0.99965104  =   0.99958757
 CZ2126
 CZ2126:                Primary Azimuth Mark                     Grid Az
 CZ2126:SPC AZ C     -  AH 43                                    000 19 35.1
 CZ2126:UTM  12      -  AH 43                                    000 49 26.8
 CZ2126
 CZ2126|---------------------------------------------------------------------|
 CZ2126| PID    Reference Object                     Distance      Geod. Az  |
 CZ2126|                                                           dddmmss.s |
 CZ2126| CZ2125 AH 43                               APPROX. 1.4 KM 0002702.5 |
 CZ2126| CH4013 AH 44 RM E                            8.835 METERS 08854     |
 CZ2126| CH4014 AH 44 RM S                            8.835 METERS 17855     |
 CZ2126|---------------------------------------------------------------------|
 CZ2126
 CZ2126                          SUPERSEDED SURVEY CONTROL
 CZ2126
 CZ2126  NAD 83(1986)-  32 52 52.31948(N)    111 41 16.00143(W) AD(       ) 1
 CZ2126  NAD 27      -  32 52 52.11719(N)    111 41 13.53818(W) AD(       ) 1
 CZ2126  NGVD 29 (07/19/86)  433.97   (m)         1423.8    (f) LEVELING    3  
 CZ2126
 CZ2126.Superseded values are not recommended for survey control.
 CZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2126.See file dsdata.txt to determine how the superseded data were derived.
 CZ2126
 CZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3566438327(NAD 83)
 CZ2126_MARKER: DD = SURVEY DISK
 CZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2126
 CZ2126  HISTORY     - Date     Condition        Report By
 CZ2126  HISTORY     - 1967     MONUMENTED       DMA
 CZ2126
 CZ2126                          STATION DESCRIPTION
 CZ2126
 CZ2126'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2126'T-6-S.  R-6-E.  IN SECTION 24 NEAR THE SOUTHWEST CORNER.
 CZ2126'
 CZ2126'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2126'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2126'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2126'STAMPED--AH 44 1967 ARMY MAP SERVICE.
 CZ2126'
 CZ2126'THE STATION MARK IS LOCATED 36 FEET WEST-NORTHWEST OF THE
 CZ2126'INTERSTATE 10 FENCE.  53 FEET EAST OF THE CENTERLINE OF
 CZ2126'NORTH-SOUTH DRAIN DITCH ROAD.  79 FEET EAST OF THE CENTERLINE
 CZ2126'OF NORTH-SOUTH DRAIN DITCH.
 CZ2126'
 CZ2126'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2126'GRANDE, ARIZONA, GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2126'CROSSROAD ON THE WEST SIDE OF A DITCH.  TURN LEFT AND GO NORTH
 CZ2126'ON WEST SIDE OF THE DITCH FOR 1.3 MILES TO A CROSSING OF
 CZ2126'DITCH.  TURN RIGHT AND GO SOUTH ON EAST SIDE OF DITCH FOR 1.2
 CZ2126'MILES TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2078 ***********************************************************************
 CZ2078  DESIGNATION -  AH 45
 CZ2078  PID         -  CZ2078
 CZ2078  STATE/COUNTY-  AZ/PINAL
 CZ2078  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2078
 CZ2078                         *CURRENT SURVEY CONTROL
 CZ2078  ___________________________________________________________________
 CZ2078* NAD 83(1992)-  32 51 55.70969(N)    111 41 19.12786(W)     ADJUSTED  
 CZ2078* NAVD 88     -       436.25   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2078  ___________________________________________________________________
 CZ2078  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CZ2078  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2078
 CZ2078  HORZ ORDER  -  FIRST
 CZ2078  VERT ORDER  -  THIRD ? (See Below)
 CZ2078
 CZ2078.The horizontal coordinates were established by classical geodetic methods
 CZ2078.and adjusted by the National Geodetic Survey in August 1993..
 CZ2078
 CZ2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2078.The vertical order pertains to the NGVD 29 superseded value.
 CZ2078
 CZ2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2078
 CZ2078.The geoid height was determined by GEOID03.
 CZ2078
 CZ2078;                    North         East     Units Scale Factor Converg.
 CZ2078;SPC AZ C     -   206,856.806   234,699.374   MT  0.99990561   +0 07 25.5
 CZ2078;SPC AZ C     -   678,664.06    770,011.07   iFT  0.99990561   +0 07 25.5
 CZ2078;UTM  12      - 3,636,583.762   435,571.411   MT  0.99965118   -0 22 25.4
 CZ2078
 CZ2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2078!SPC AZ C     -   0.99993623  x   0.99990561  =   0.99984185
 CZ2078!UTM  12      -   0.99993623  x   0.99965118  =   0.99958744
 CZ2078
 CZ2078|---------------------------------------------------------------------|
 CZ2078| PID    Reference Object                     Distance      Geod. Az  |
 CZ2078|                                                           dddmmss.s |
 CZ2078| CH4015 AH 45 RM E                            8.823 METERS 08913     |
 CZ2078| CH4016 AH 45 RM S                            8.833 METERS 17912     |
 CZ2078| CZ2083 STA 1 OF C15                        APPROX. 0.8 KM 3574440.8 |
 CZ2078|---------------------------------------------------------------------|
 CZ2078
 CZ2078                          SUPERSEDED SURVEY CONTROL
 CZ2078
 CZ2078  NAD 83(1986)-  32 51 55.70422(N)    111 41 19.12905(W) AD(       ) 1
 CZ2078  NAD 27      -  32 51 55.50035(N)    111 41 16.66748(W) AD(       ) 1
 CZ2078  NGVD 29 (07/19/86)  435.75   (m)         1429.6    (f) LEVELING    3  
 CZ2078
 CZ2078.Superseded values are not recommended for survey control.
 CZ2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2078.See file dsdata.txt to determine how the superseded data were derived.
 CZ2078
 CZ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3557136584(NAD 83)
 CZ2078_MARKER: DD = SURVEY DISK
 CZ2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2078
 CZ2078  HISTORY     - Date     Condition        Report By
 CZ2078  HISTORY     - 1967     MONUMENTED       DMA
 CZ2078
 CZ2078                          STATION DESCRIPTION
 CZ2078
 CZ2078'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2078'T-6-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHEAST CORNER.
 CZ2078'
 CZ2078'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2078'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2078'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2078'IS STAMPED--AH 45 1967 ARMY MAP SERVICE.
 CZ2078'
 CZ2078'THE STATION MARK IS LOCATED 54 FEET NORTH OF THE CENTERLINE OF
 CZ2078'THE EAST-WEST ROAD.  130 FEET NORTH OF THE CENTERLINE OF THE
 CZ2078'EAST-WEST ROAD.  83 FEET NORTH OF THE EAST-WEST INTERSTATE
 CZ2078'FENCE.  52 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION
 CZ2078'DITCH.  103 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2078'ROAD.  135 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH DRAIN
 CZ2078'DITCH.
 CZ2078'
 CZ2078'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2078'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2078'CROSSROAD ON WEST SIDE OF A DITCH.  TURN RIGHT AND GO SOUTH FOR
 CZ2078'1.0 MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2080 ***********************************************************************
 CZ2080  DESIGNATION -  AH 46
 CZ2080  PID         -  CZ2080
 CZ2080  STATE/COUNTY-  AZ/PINAL
 CZ2080  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2080
 CZ2080                         *CURRENT SURVEY CONTROL
 CZ2080  ___________________________________________________________________
 CZ2080* NAD 83(1992)-  32 51 00.33094(N)    111 41 19.46330(W)     ADJUSTED  
 CZ2080* NAVD 88     -       439.53   (+/-2cm)    1442.0    (feet)  VERTCON   
 CZ2080  ___________________________________________________________________
 CZ2080  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2080  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2080
 CZ2080  HORZ ORDER  -  FIRST
 CZ2080  VERT ORDER  -  THIRD ? (See Below)
 CZ2080
 CZ2080.The horizontal coordinates were established by classical geodetic methods
 CZ2080.and adjusted by the National Geodetic Survey in August 1993..
 CZ2080
 CZ2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2080.The vertical order pertains to the NGVD 29 superseded value.
 CZ2080
 CZ2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2080
 CZ2080.The geoid height was determined by GEOID03.
 CZ2080
 CZ2080;                    North         East     Units Scale Factor Converg.
 CZ2080;SPC AZ C     -   205,150.950   234,694.336   MT  0.99990561   +0 07 25.1
 CZ2080;SPC AZ C     -   673,067.42    769,994.54   iFT  0.99990561   +0 07 25.1
 CZ2080;UTM  12      - 3,634,878.447   435,551.571   MT  0.99965121   -0 22 25.0
 CZ2080
 CZ2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2080!SPC AZ C     -   0.99993572  x   0.99990561  =   0.99984134
 CZ2080!UTM  12      -   0.99993572  x   0.99965121  =   0.99958695
 CZ2080
 CZ2080|---------------------------------------------------------------------|
 CZ2080| PID    Reference Object                     Distance      Geod. Az  |
 CZ2080|                                                           dddmmss.s |
 CZ2080| CH4017 AH 46 RM E                            8.836 METERS 08903     |
 CZ2080| CH4018 AH 46 RM S                            8.833 METERS 17901     |
 CZ2080| CZ2047 CASA GRANDE 2                       APPROX. 4.1 KM 2142110.1 |
 CZ2080|---------------------------------------------------------------------|
 CZ2080
 CZ2080                          SUPERSEDED SURVEY CONTROL
 CZ2080
 CZ2080  NAD 83(1986)-  32 51 00.32546(N)    111 41 19.46436(W) AD(       ) 1
 CZ2080  NAD 27      -  32 51 00.12003(N)    111 41 17.00461(W) AD(       ) 1
 CZ2080  NGVD 29 (07/19/86)  439.03   (m)         1440.4    (f) LEVELING    3  
 CZ2080
 CZ2080.Superseded values are not recommended for survey control.
 CZ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2080.See file dsdata.txt to determine how the superseded data were derived.
 CZ2080
 CZ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3555234878(NAD 83)
 CZ2080_MARKER: DD = SURVEY DISK
 CZ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2080
 CZ2080  HISTORY     - Date     Condition        Report By
 CZ2080  HISTORY     - 1967     MONUMENTED       DMA
 CZ2080
 CZ2080                          STATION DESCRIPTION
 CZ2080
 CZ2080'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2080'T-7-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHEAST CORNER.
 CZ2080'
 CZ2080'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2080'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2080'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2080'IS STAMPED--AH 46 1967 ARMY MAP SERVICE.
 CZ2080'
 CZ2080'THE STATION MARK IS LOCATED 81 FEET WEST OF THE CENTERLINE OF
 CZ2080'NORTH-SOUTH ROAD.  131 FEET SOUTH OF THE CENTERLINE OF BLACK
 CZ2080'TOP ROAD.  43 FEET WEST OF THE CENTER OF NORTH-SOUTH IRRIGATION
 CZ2080'DITCH.  52 FEET SOUTH OF THE EAST-WEST POWERLINE.  116 WEST OF
 CZ2080'THE CENTER OF THE NORTH-SOUTH DITCH.
 CZ2080'
 CZ2080'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2080'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2080'CROSSROAD ON WEST SIDE OF A DITCH.  TURN RIGHT AND GO SOUTH FOR
 CZ2080'2.0 MILES TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1022 ***********************************************************************
 CZ1022  DESIGNATION -  AH 47
 CZ1022  PID         -  CZ1022
 CZ1022  STATE/COUNTY-  AZ/PINAL
 CZ1022  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1022
 CZ1022                         *CURRENT SURVEY CONTROL
 CZ1022  ___________________________________________________________________
 CZ1022* NAD 83(1992)-  32 50 06.77042(N)    111 41 13.17191(W)     ADJUSTED  
 CZ1022* NAVD 88     -       442.89   (+/-2cm)    1453.0    (feet)  VERTCON   
 CZ1022  ___________________________________________________________________
 CZ1022  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CZ1022  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1022
 CZ1022  HORZ ORDER  -  FIRST
 CZ1022  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1022
 CZ1022.The horizontal coordinates were established by classical geodetic methods
 CZ1022.and adjusted by the National Geodetic Survey in August 1993..
 CZ1022
 CZ1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1022.The vertical order pertains to the NGVD 29 superseded value.
 CZ1022
 CZ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1022
 CZ1022.The geoid height was determined by GEOID03.
 CZ1022
 CZ1022;                    North         East     Units Scale Factor Converg.
 CZ1022;SPC AZ C     -   203,501.477   234,861.502   MT  0.99990570   +0 07 28.3
 CZ1022;SPC AZ C     -   667,655.76    770,542.99   iFT  0.99990570   +0 07 28.3
 CZ1022;UTM  12      - 3,633,228.007   435,704.379   MT  0.99965097   -0 22 21.1
 CZ1022
 CZ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1022!SPC AZ C     -   0.99993519  x   0.99990570  =   0.99984090
 CZ1022!UTM  12      -   0.99993519  x   0.99965097  =   0.99958619
 CZ1022
 CZ1022|---------------------------------------------------------------------|
 CZ1022| PID    Reference Object                     Distance      Geod. Az  |
 CZ1022|                                                           dddmmss.s |
 CZ1022| CH4019 AH 47 RM E                            8.837 METERS 08917     |
 CZ1022| CH4020 AH 47 RM S                            8.842 METERS 17921     |
 CZ1022| CZ2047 CASA GRANDE 2                       APPROX. 3.0 KM 2351713.7 |
 CZ1022|---------------------------------------------------------------------|
 CZ1022
 CZ1022                          SUPERSEDED SURVEY CONTROL
 CZ1022
 CZ1022  NAD 83(1986)-  32 50 06.76494(N)    111 41 13.17282(W) AD(       ) 1
 CZ1022  NAD 27      -  32 50 06.55785(N)    111 41 10.71494(W) AD(       ) 1
 CZ1022  NGVD 29 (??/??/92)  442.369  (m)         1451.34   (f) ADJ UNCH    1 2
 CZ1022
 CZ1022.Superseded values are not recommended for survey control.
 CZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1022.See file dsdata.txt to determine how the superseded data were derived.
 CZ1022
 CZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3570433228(NAD 83)
 CZ1022_MARKER: DD = SURVEY DISK
 CZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1022_STAMPING: AH 47 1967
 CZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1022+STABILITY: SURFACE MOTION
 CZ1022
 CZ1022  HISTORY     - Date     Condition        Report By
 CZ1022  HISTORY     - 1967     MONUMENTED       DMA
 CZ1022  HISTORY     - 1967     GOOD             NGS
 CZ1022  HISTORY     - 1975     GOOD             AZDT
 CZ1022  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1022  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1022
 CZ1022                          STATION DESCRIPTION
 CZ1022
 CZ1022'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1022'T-7-S.  R-6-E.  IN SECTION 12 NEAR THE NORTHWEST CORNER.
 CZ1022'
 CZ1022'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1022'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1022'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1022'IS STAMPED--AH 47 1967 ARMY MAP SERVICE.
 CZ1022'
 CZ1022'THE STATION MARK IS LOCATED 207 FEET NORTH-NORTHEAST OF THE
 CZ1022'EAST-SOUTHEAST - WEST-NORTHWEST CANAL.  220 FEET EAST-SOUTHEAST OF
 CZ1022'THE ENTRANCE ROAD TO INTERSTATE 10.  372 FEET SOUTH OF THE
 CZ1022'ENTRANCE ROAD TO THE INTERSTATE 10.
 CZ1022'
 CZ1022'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1022'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.2 MILES TO
 CZ1022'INTERSECTION WITH INTERSTATE 10 AND THE STATION SITE.
 CZ1022
 CZ1022                          STATION RECOVERY (1967)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1022'5.0 MI SE FROM CASA GRANDE.
 CZ1022'ABOUT 4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1022'STATION AT CASA GRANDE, THENCE 0.1 MILE NORTHEAST ALONG THE ACCESS
 CZ1022'ROAD WHICH LEADS TO INTERSTATE HIGHWAY 10, IN S 1, T 7 S, R 6 E, 0.1
 CZ1022'MILE NORTHWEST OF THE NORTH END OF THE RAILROAD UNDERPASS FOR
 CZ1022'INTERSTATE HIGHWAY 10, 274 FEET WEST OF THE CENTER LINE OF THE
 CZ1022'HIGHWAY, 220 FEET SOUTHEAST OF THE CENTER LINE OF THE ACCESS ROAD, 188
 CZ1022'FEET NORTHEAST OF THE NORTHEAST BANK OF AN IRRIGATION CANAL, 348 FEET
 CZ1022'EAST AND ACROSS THE ACCESS ROAD FROM BENCH MARK 1453.50 (AHD), ABOUT 4
 CZ1022'FEET BELOW THE LEVEL OF THE ACCESS ROAD, AND SET IN THE TOP OF A
 CZ1022'CONCRETE POST PROJECTING 1 INCH.
 CZ1022
 CZ1022                          STATION RECOVERY (1975)
 CZ1022
 CZ1022'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1022'FROM MILEPOST 178, I-8, WEST FOR 0.1 MILES AND TO THE STATION ON THE
 CZ1022'RIGHT.  50 FT. NORTH OF THE NORTH R/W FENCE.  AN AMS BRASS CAP, SET IN
 CZ1022'A 10 IN. CONCRETE POST, UP 0.1 FT., SURROUNDED BY A 10 IN. CONCRETE
 CZ1022'RING, AND FLANKED BY 4 25 FT. CONCRETE SLABS WHICH RADIATE FROM THE
 CZ1022'CENTRAL POINT LIKE FLOWER PETALS.
 CZ1022
 CZ1022                          STATION RECOVERY (1980)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1022'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  CONCRETE APRONS WHICH
 CZ1022'FORM A CROSS HAVE BEEN TORN OUT AND THE MARK IS BELIEVED DESTROYED.
 CZ1022
 CZ1022                          STATION RECOVERY (1980)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1022'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  CONCRETE APRONS WHICH
 CZ1022'FORM A CROSS HAVE BEEN TORN OUT AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1512 ***********************************************************************
 CZ1512  DESIGNATION -  AH 48
 CZ1512  PID         -  CZ1512
 CZ1512  STATE/COUNTY-  AZ/PINAL
 CZ1512  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1512
 CZ1512                         *CURRENT SURVEY CONTROL
 CZ1512  ___________________________________________________________________
 CZ1512* NAD 83(1992)-  32 49 15.66526(N)    111 41 19.64657(W)     ADJUSTED  
 CZ1512* NAVD 88     -       447.411  (meters)    1467.88   (feet)  READJUSTED
 CZ1512  ___________________________________________________________________
 CZ1512  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CZ1512  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1512  DYNAMIC HT  -         446.860 (meters)    1466.07  (feet)  COMP
 CZ1512  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 CZ1512  OBS GRAVITY -     979,392.9   (mgal)                       GRAV_OBS
 CZ1512
 CZ1512  HORZ ORDER  -  FIRST
 CZ1512  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1512
 CZ1512.The horizontal coordinates were established by classical geodetic methods
 CZ1512.and adjusted by the National Geodetic Survey in August 1993..
 CZ1512
 CZ1512.The orthometric height was determined by differential leveling
 CZ1512.and adjusted by the National Geodetic Survey in April 1999..
 CZ1512.No vertical observational check was made to the station.
 CZ1512.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1512.mark was located on a no-check spur therefore a value was not computed.
 CZ1512.The height was derived from older observations constrained to new
 CZ1512.heights in a crustal motion area.  The height is approximate in
 CZ1512.relation to other heights in its vicinity.
 CZ1512
 CZ1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1512
 CZ1512.The geoid height was determined by GEOID03.
 CZ1512
 CZ1512.The dynamic height is computed by dividing the NAVD 88
 CZ1512.geopotential number by the normal gravity value computed on the
 CZ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1512.degrees latitude (g = 980.6199 gals.).
 CZ1512
 CZ1512.The modeled gravity was interpolated from observed gravity values.
 CZ1512.The observed gravity was obtained from relative gravimeter ties
 CZ1512.to the IGSN71 gravity network.
 CZ1512
 CZ1512;                    North         East     Units Scale Factor Converg.
 CZ1512;SPC AZ C     -   201,926.922   234,696.523   MT  0.99990561   +0 07 24.6
 CZ1512;SPC AZ C     -   662,489.90    770,001.72   iFT  0.99990561   +0 07 24.6
 CZ1512;UTM  12      - 3,631,655.342   435,525.796   MT  0.99965126   -0 22 24.1
 CZ1512
 CZ1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1512!SPC AZ C     -   0.99993448  x   0.99990561  =   0.99984010
 CZ1512!UTM  12      -   0.99993448  x   0.99965126  =   0.99958577
 CZ1512
 CZ1512|---------------------------------------------------------------------|
 CZ1512| PID    Reference Object                     Distance      Geod. Az  |
 CZ1512|                                                           dddmmss.s |
 CZ1512| CH4021 AH 48 RM E                            8.818 METERS 08908     |
 CZ1512| CH4022 AH 48 RM S                            8.835 METERS 17908     |
 CZ1512| CZ2047 CASA GRANDE 2                       APPROX. 2.3 KM 2665204.5 |
 CZ1512|---------------------------------------------------------------------|
 CZ1512
 CZ1512                          SUPERSEDED SURVEY CONTROL
 CZ1512
 CZ1512  NAD 83(1986)-  32 49 15.65977(N)    111 41 19.64723(W) AD(       ) 1
 CZ1512  NAD 27      -  32 49 15.45162(N)    111 41 17.18999(W) AD(       ) 1
 CZ1512  NAVD 88 (06/15/91)  447.419  (m)         1467.91   (f) UNKNOWN     1 2
 CZ1512  NGVD 29 (??/??/92)  446.829  (m)         1465.97   (f) ADJ UNCH    1 2
 CZ1512
 CZ1512.Superseded values are not recommended for survey control.
 CZ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1512.See file dsdata.txt to determine how the superseded data were derived.
 CZ1512
 CZ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3552631655(NAD 83)
 CZ1512_MARKER: DD = SURVEY DISK
 CZ1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1512_SP_SET: CONCRETE POST
 CZ1512_STAMPING: AH 48 1966 ARMY MAP SERVICE
 CZ1512_MARK LOGO: USE   
 CZ1512_PROJECTION: PROJECTING 1 CENTIMETERS
 CZ1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1512+STABILITY: SURFACE MOTION
 CZ1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1512+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1512
 CZ1512  HISTORY     - Date     Condition        Report By
 CZ1512  HISTORY     - 1966     MONUMENTED       DMA
 CZ1512  HISTORY     - 1980     GOOD             NGS
 CZ1512  HISTORY     - 1984     GOOD             NGS
 CZ1512  HISTORY     - 19911205 GOOD             NGS
 CZ1512
 CZ1512                          STATION DESCRIPTION
 CZ1512
 CZ1512'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ1512'T-7-S.  R-6-E.  IN SECTION 14 NEAR THE NORTHEAST CORNER.
 CZ1512'
 CZ1512'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1512'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1512'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1512'IS STAMPED--AH 48 1966 ARMY MAP SERVICE.
 CZ1512'
 CZ1512'THE STATION MARK IS LOCATED 53 FEET WEST OF THE NORTH-SOUTH
 CZ1512'FENCE.  51 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST INTERSTATE
 CZ1512'FENCE.  115.8 FEET SOUTHWEST OF A 3/8 IRON ROD SUPPOSED TO BE
 CZ1512'THE SECTION CORNER.
 CZ1512'
 CZ1512'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1512'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.1 MILES TO A
 CZ1512'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.9 MILE TO INTERSECTION
 CZ1512'WITH INTERSTATE 8 AND THE STATION SITE.
 CZ1512
 CZ1512                          STATION RECOVERY (1980)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1512'9.9 KM SE FROM CASA GRANDE.
 CZ1512'THE MARK IS 2.2 M BELOW THE ON-RAMP.
 CZ1512'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1512'RAILROAD FROM THE STATION IN CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1512'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1512'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1512'THE INTERSTATE HIGHWAY 8 ON-RAMP, A CONCRETE POST SET IN THE CENTER
 CZ1512'OF AN 18.3 METER (60.0 FOOT) CONCRETE CROSS USED FOR TOPOGRAPHIC
 CZ1512'CONTROL, 61.0 METERS (200 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ1512'WEST BOUND LANE OF INTERSTATE HIGHWAY 8, 23.5 METERS (77 FEET) WEST
 CZ1512'OF U.S. COST AND GEODETIC BENCH MARK S 348 AND A POWER LINE
 CZ1512'POLE AT A RIGHT ANGLE WEST TO NORTH IN THE POWER LINES.
 CZ1512
 CZ1512                          STATION RECOVERY (1984)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1512'RECOVERED IN GOOD CONDITION.
 CZ1512
 CZ1512                          STATION RECOVERY (1991)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1512'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1512'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1512'BOULEVARD) IN CASA GRANDE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG
 CZ1512'INTERSTATE HIGHWAY 10, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 CZ1512'INTERSTATE HIGHWAY 8, NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A
 CZ1512'CROSS FOR TOPOGRAPHIC CONTROL, 52.1 M (170.9 FT) NORTHEAST OF THE
 CZ1512'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 23.5 M (77.1 FT)
 CZ1512'SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES AND BENCH MARK S 348,
 CZ1512'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 CZ1512'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2082 ***********************************************************************
 CZ2082  DESIGNATION -  AH 49
 CZ2082  PID         -  CZ2082
 CZ2082  STATE/COUNTY-  AZ/PINAL
 CZ2082  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2082
 CZ2082                         *CURRENT SURVEY CONTROL
 CZ2082  ___________________________________________________________________
 CZ2082* NAD 83(1992)-  32 48 25.75339(N)    111 41 20.06564(W)     ADJUSTED  
 CZ2082* NAVD 88     -       452.57   (+/-2cm)    1484.8    (feet)  VERTCON   
 CZ2082  ___________________________________________________________________
 CZ2082  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CZ2082  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2082
 CZ2082  HORZ ORDER  -  FIRST
 CZ2082  VERT ORDER  -  THIRD ? (See Below)
 CZ2082
 CZ2082.The horizontal coordinates were established by classical geodetic methods
 CZ2082.and adjusted by the National Geodetic Survey in August 1993..
 CZ2082
 CZ2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2082.The vertical order pertains to the NGVD 29 superseded value.
 CZ2082
 CZ2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2082
 CZ2082.The geoid height was determined by GEOID03.
 CZ2082
 CZ2082;                    North         East     Units Scale Factor Converg.
 CZ2082;SPC AZ C     -   200,389.469   234,688.936   MT  0.99990561   +0 07 24.3
 CZ2082;SPC AZ C     -   657,445.76    769,976.82   iFT  0.99990561   +0 07 24.3
 CZ2082;UTM  12      - 3,630,118.403   435,504.884   MT  0.99965129   -0 22 23.8
 CZ2082
 CZ2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2082!SPC AZ C     -   0.99993368  x   0.99990561  =   0.99983929
 CZ2082!UTM  12      -   0.99993368  x   0.99965129  =   0.99958499
 CZ2082
 CZ2082:                Primary Azimuth Mark                     Grid Az
 CZ2082:SPC AZ C     -  FOUR                                     071 37 24.3
 CZ2082:UTM  12      -  FOUR                                     072 07 12.4
 CZ2082
 CZ2082|---------------------------------------------------------------------|
 CZ2082| PID    Reference Object                     Distance      Geod. Az  |
 CZ2082|                                                           dddmmss.s |
 CZ2082| CZ2043 FOUR                                APPROX. 5.8 KM 0714448.6 |
 CZ2082| CH4023 AH 49 RM E                            8.832 METERS 08924     |
 CZ2082| CH4024 AH 49 RM S                            8.832 METERS 17923     |
 CZ2082|---------------------------------------------------------------------|
 CZ2082
 CZ2082                          SUPERSEDED SURVEY CONTROL
 CZ2082
 CZ2082  NAD 83(1986)-  32 48 25.74785(N)    111 41 20.06617(W) AD(       ) 1
 CZ2082  NAD 27      -  32 48 25.53823(N)    111 41 17.61025(W) AD(       ) 1
 CZ2082  NGVD 29 (07/19/86)  452.00   (m)         1482.9    (f) LEVELING    3  
 CZ2082
 CZ2082.Superseded values are not recommended for survey control.
 CZ2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2082.See file dsdata.txt to determine how the superseded data were derived.
 CZ2082
 CZ2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550530118(NAD 83)
 CZ2082_MARKER: DD = SURVEY DISK
 CZ2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2082
 CZ2082  HISTORY     - Date     Condition        Report By
 CZ2082  HISTORY     - 1966     MONUMENTED       DMA
 CZ2082
 CZ2082                          STATION DESCRIPTION
 CZ2082
 CZ2082'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2082'T-7-S.  R-6-E.  IN SECTION 14 NEAR THE SOUTHEAST CORNER.
 CZ2082'
 CZ2082'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2082'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2082'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2082'IS STAMPED--AH 49 1966 ARMY MAP SERVICE.
 CZ2082'
 CZ2082'THE STATION MARK IS LOCATED 175 FEET NORTH OF THE CENTERLINE
 CZ2082'OF EAST-WEST TRAIL.  134 FEET WEST OF THE CENTERLINE OF
 CZ2082'NORTH-SOUTH ROAD.  219.7 FEET NORTHWEST OF SECTION CORNER.
 CZ2082'
 CZ2082'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2082'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A PAVED
 CZ2082'ROAD SOUTH).  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 1.2
 CZ2082'MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE 8).  TURN RIGHT
 CZ2082'AND GO WEST FOR 1.0 MILE TO A CROSSROAD JUST WEST OF A BUILDING
 CZ2082'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2081 ***********************************************************************
 CZ2081  DESIGNATION -  AH 50
 CZ2081  PID         -  CZ2081
 CZ2081  STATE/COUNTY-  AZ/PINAL
 CZ2081  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2081
 CZ2081                         *CURRENT SURVEY CONTROL
 CZ2081  ___________________________________________________________________
 CZ2081* NAD 83(1992)-  32 47 30.67680(N)    111 41 19.58406(W)     ADJUSTED  
 CZ2081* NAVD 88     -       453.03   (+/-2cm)    1486.3    (feet)  VERTCON   
 CZ2081  ___________________________________________________________________
 CZ2081  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2081  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2081
 CZ2081  HORZ ORDER  -  FIRST
 CZ2081  VERT ORDER  -  THIRD ? (See Below)
 CZ2081
 CZ2081.The horizontal coordinates were established by classical geodetic methods
 CZ2081.and adjusted by the National Geodetic Survey in August 1993..
 CZ2081
 CZ2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2081.The vertical order pertains to the NGVD 29 superseded value.
 CZ2081
 CZ2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2081
 CZ2081.The geoid height was determined by GEOID03.
 CZ2081
 CZ2081;                    North         East     Units Scale Factor Converg.
 CZ2081;SPC AZ C     -   198,692.981   234,705.118   MT  0.99990562   +0 07 24.3
 CZ2081;SPC AZ C     -   651,879.86    770,029.91   iFT  0.99990562   +0 07 24.3
 CZ2081;UTM  12      - 3,628,422.271   435,506.362   MT  0.99965129   -0 22 23.0
 CZ2081
 CZ2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2081!SPC AZ C     -   0.99993361  x   0.99990562  =   0.99983923
 CZ2081!UTM  12      -   0.99993361  x   0.99965129  =   0.99958492
 CZ2081
 CZ2081:                Primary Azimuth Mark                     Grid Az
 CZ2081:SPC AZ C     -  FOUR                                     057 11 30.5
 CZ2081:UTM  12      -  FOUR                                     057 41 17.8
 CZ2081
 CZ2081|---------------------------------------------------------------------|
 CZ2081| PID    Reference Object                     Distance      Geod. Az  |
 CZ2081|                                                           dddmmss.s |
 CZ2081| CZ2043 FOUR                                APPROX. 6.5 KM 0571854.8 |
 CZ2081| CH4025 AH 50 RM E                            8.831 METERS 08927     |
 CZ2081| CH4026 AH 50 RM S                            8.829 METERS 17931     |
 CZ2081|---------------------------------------------------------------------|
 CZ2081
 CZ2081                          SUPERSEDED SURVEY CONTROL
 CZ2081
 CZ2081  NAD 83(1986)-  32 47 30.67128(N)    111 41 19.58453(W) AD(       ) 1
 CZ2081  NAD 27      -  32 47 30.46025(N)    111 41 17.13015(W) AD(       ) 1
 CZ2081  NGVD 29 (07/19/86)  452.45   (m)         1484.4    (f) LEVELING    3  
 CZ2081
 CZ2081.Superseded values are not recommended for survey control.
 CZ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2081.See file dsdata.txt to determine how the superseded data were derived.
 CZ2081
 CZ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550628422(NAD 83)
 CZ2081_MARKER: DD = SURVEY DISK
 CZ2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2081
 CZ2081  HISTORY     - Date     Condition        Report By
 CZ2081  HISTORY     - 1966     MONUMENTED       DMA
 CZ2081
 CZ2081                          STATION DESCRIPTION
 CZ2081
 CZ2081'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2081'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2081'
 CZ2081'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2081'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2081'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2081'IS STAMPED--AH 50 1966 ARMY MAP SERVICE.
 CZ2081'
 CZ2081'THE STATION MARK IS LOCATED 101 FEET SOUTH OF THE EAST-WEST
 CZ2081'IRRIGATION DITCH.  61 FEET SOUTH OF THE EAST-WEST FENCE.  101
 CZ2081'FEET WEST OF THE NORTH-SOUTH IRRIGATION DITCH.  63 FEET WEST OF
 CZ2081'THE NORTH-SOUTH FENCE.
 CZ2081'
 CZ2081'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2081'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2081'A NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH (TOWARDS
 CZ2081'ARIZONA CITY) FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF
 CZ2081'INTERSTATE 8).  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A
 CZ2081'CROSSROAD JUST WEST OF A GROUP OF BUILDINGS.  TURN LEFT AND GO
 CZ2081'SOUTH AND SOUTHWEST FOR 1.05 MILES TO A DITCH AND FIELD LINE
 CZ2081'EAST.  TURN LEFT AND GO EAST (ON NORTH SIDE OF FENCE) FOR 0.35
 CZ2081'MILE TO A FENCE CORNER AND THE STATION SITE.
 CZ2081'
 CZ2081'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2081'BE CONSTRUCTED, CENTERED ON THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2079 ***********************************************************************
 CZ2079  DESIGNATION -  AH 51
 CZ2079  PID         -  CZ2079
 CZ2079  STATE/COUNTY-  AZ/PINAL
 CZ2079  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2079
 CZ2079                         *CURRENT SURVEY CONTROL
 CZ2079  ___________________________________________________________________
 CZ2079* NAD 83(1992)-  32 46 39.69199(N)    111 41 19.26488(W)     ADJUSTED  
 CZ2079* NAVD 88     -       452.53   (+/-2cm)    1484.7    (feet)  VERTCON   
 CZ2079  ___________________________________________________________________
 CZ2079  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ2079  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2079
 CZ2079  HORZ ORDER  -  FIRST
 CZ2079  VERT ORDER  -  THIRD ? (See Below)
 CZ2079
 CZ2079.The horizontal coordinates were established by classical geodetic methods
 CZ2079.and adjusted by the National Geodetic Survey in August 1993..
 CZ2079
 CZ2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2079.The vertical order pertains to the NGVD 29 superseded value.
 CZ2079
 CZ2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2079
 CZ2079.The geoid height was determined by GEOID03.
 CZ2079
 CZ2079;                    North         East     Units Scale Factor Converg.
 CZ2079;SPC AZ C     -   197,122.526   234,716.806   MT  0.99990562   +0 07 24.3
 CZ2079;SPC AZ C     -   646,727.45    770,068.26   iFT  0.99990562   +0 07 24.3
 CZ2079;UTM  12      - 3,626,852.173   435,504.445   MT  0.99965129   -0 22 22.3
 CZ2079
 CZ2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2079!SPC AZ C     -   0.99993369  x   0.99990562  =   0.99983931
 CZ2079!UTM  12      -   0.99993369  x   0.99965129  =   0.99958500
 CZ2079
 CZ2079|---------------------------------------------------------------------|
 CZ2079| PID    Reference Object                     Distance      Geod. Az  |
 CZ2079|                                                           dddmmss.s |
 CZ2079| CH4027 AH 51 RM E                            8.835 METERS 08857     |
 CZ2079| CH4028 AH 51 RM S                            8.838 METERS 17858     |
 CZ2079| CZ2286 CHUI                                APPROX. 9.3 KM 2580143.2 |
 CZ2079|---------------------------------------------------------------------|
 CZ2079
 CZ2079                          SUPERSEDED SURVEY CONTROL
 CZ2079
 CZ2079  NAD 83(1986)-  32 46 39.68647(N)    111 41 19.26524(W) AD(       ) 1
 CZ2079  NAD 27      -  32 46 39.47413(N)    111 41 16.81239(W) AD(       ) 1
 CZ2079  NGVD 29 (07/19/86)  451.95   (m)         1482.8    (f) LEVELING    3  
 CZ2079
 CZ2079.Superseded values are not recommended for survey control.
 CZ2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2079.See file dsdata.txt to determine how the superseded data were derived.
 CZ2079
 CZ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550426852(NAD 83)
 CZ2079_MARKER: DD = SURVEY DISK
 CZ2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2079
 CZ2079  HISTORY     - Date     Condition        Report By
 CZ2079  HISTORY     - 1966     MONUMENTED       DMA
 CZ2079
 CZ2079                          STATION DESCRIPTION
 CZ2079
 CZ2079'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2079'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHEAST CORNER.
 CZ2079'
 CZ2079'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2079'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2079'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2079'IS STAMPED--AH 51 1966 ARMY MAP SERVICE.
 CZ2079'
 CZ2079'THE STATION MARK IS LOCATED 67.0 FEET NORTH OF THE CENTERLINE
 CZ2079'OF EAST-WEST ROAD.  75.0 FEET WEST OF THE CENTERLINE OF THE
 CZ2079'PROLONGATION OF THE ROAD SOUTH.  56 FEET EASTSOUTHEAST OF A GAS
 CZ2079'REGULATOR.  AND 100 FEET SOUTHSOUTHEAST OF ABAND. HOUSE.
 CZ2079'
 CZ2079'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2079'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2079'SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 3.2
 CZ2079'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2079'T ROAD SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2077 ***********************************************************************
 CZ2077  DESIGNATION -  AH 52
 CZ2077  PID         -  CZ2077
 CZ2077  STATE/COUNTY-  AZ/PINAL
 CZ2077  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2077
 CZ2077                         *CURRENT SURVEY CONTROL
 CZ2077  ___________________________________________________________________
 CZ2077* NAD 83(1992)-  32 45 45.63014(N)    111 41 16.76740(W)     ADJUSTED  
 CZ2077* NAVD 88     -       454.01   (+/-2cm)    1489.5    (feet)  VERTCON   
 CZ2077  ___________________________________________________________________
 CZ2077  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CZ2077  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2077
 CZ2077  HORZ ORDER  -  FIRST
 CZ2077  VERT ORDER  -  THIRD ? (See Below)
 CZ2077
 CZ2077.The horizontal coordinates were established by classical geodetic methods
 CZ2077.and adjusted by the National Geodetic Survey in August 1993..
 CZ2077
 CZ2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2077.The vertical order pertains to the NGVD 29 superseded value.
 CZ2077
 CZ2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2077
 CZ2077.The geoid height was determined by GEOID03.
 CZ2077
 CZ2077;                    North         East     Units Scale Factor Converg.
 CZ2077;SPC AZ C     -   195,457.417   234,785.392   MT  0.99990566   +0 07 25.5
 CZ2077;SPC AZ C     -   641,264.49    770,293.28   iFT  0.99990566   +0 07 25.5
 CZ2077;UTM  12      - 3,625,186.956   435,558.595   MT  0.99965120   -0 22 20.4
 CZ2077
 CZ2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2077!SPC AZ C     -   0.99993346  x   0.99990566  =   0.99983912
 CZ2077!UTM  12      -   0.99993346  x   0.99965120  =   0.99958468
 CZ2077
 CZ2077:                Primary Azimuth Mark                     Grid Az
 CZ2077:SPC AZ C     -  FOUR                                     038 29 55.7
 CZ2077:UTM  12      -  FOUR                                     038 59 41.6
 CZ2077
 CZ2077|---------------------------------------------------------------------|
 CZ2077| PID    Reference Object                     Distance      Geod. Az  |
 CZ2077|                                                           dddmmss.s |
 CZ2077| CZ2043 FOUR                                APPROX. 8.6 KM 0383721.2 |
 CZ2077| CH4029 AH 52 RM E                            8.828 METERS 08929     |
 CZ2077| CH4030 AH 52 RM S                            8.844 METERS 17927     |
 CZ2077|---------------------------------------------------------------------|
 CZ2077
 CZ2077                          SUPERSEDED SURVEY CONTROL
 CZ2077
 CZ2077  NAD 83(1986)-  32 45 45.62464(N)    111 41 16.76765(W) AD(       ) 1
 CZ2077  NAD 27      -  32 45 45.41093(N)    111 41 14.31571(W) AD(       ) 1
 CZ2077  NGVD 29 (07/19/86)  453.43   (m)         1487.6    (f) LEVELING    3  
 CZ2077
 CZ2077.Superseded values are not recommended for survey control.
 CZ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2077.See file dsdata.txt to determine how the superseded data were derived.
 CZ2077
 CZ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3555925187(NAD 83)
 CZ2077_MARKER: DD = SURVEY DISK
 CZ2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2077
 CZ2077  HISTORY     - Date     Condition        Report By
 CZ2077  HISTORY     - 1966     MONUMENTED       DMA
 CZ2077
 CZ2077                          STATION DESCRIPTION
 CZ2077
 CZ2077'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2077'T-8-S.  R-6-E.  IN SECTION 1 NEAR THE NORTHWEST CORNER.
 CZ2077'
 CZ2077'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2077'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2077'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2077'IS STAMPED--AH 52 1966 ARMY MAP SERVICE.
 CZ2077'
 CZ2077'THE STATION MARK IS LOCATED 100 FEET EAST OF THE CENTERLINE
 CZ2077'OF NORTH-SOUTH ROAD.  122 FEET EAST OF NORTH-SOUTH POWERLINE.  100
 CZ2077'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  49 FEET SOUTH
 CZ2077'OF EAST-WEST POWERLINE.
 CZ2077'
 CZ2077'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2077'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2077'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2077'4.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE
 CZ2077'TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2172 ***********************************************************************
 CZ2172  DESIGNATION -  AH 53
 CZ2172  PID         -  CZ2172
 CZ2172  STATE/COUNTY-  AZ/PINAL
 CZ2172  USGS QUAD   -  ELOY NW (1981)
 CZ2172
 CZ2172                         *CURRENT SURVEY CONTROL
 CZ2172  ___________________________________________________________________
 CZ2172* NAD 83(1992)-  32 44 52.14791(N)    111 41 13.09541(W)     ADJUSTED  
 CZ2172* NAVD 88     -       456.77   (+/-2cm)    1498.6    (feet)  VERTCON   
 CZ2172  ___________________________________________________________________
 CZ2172  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2172  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2172
 CZ2172  HORZ ORDER  -  FIRST
 CZ2172  VERT ORDER  -  THIRD ? (See Below)
 CZ2172
 CZ2172.The horizontal coordinates were established by classical geodetic methods
 CZ2172.and adjusted by the National Geodetic Survey in August 1993..
 CZ2172
 CZ2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2172.The vertical order pertains to the NGVD 29 superseded value.
 CZ2172
 CZ2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2172
 CZ2172.The geoid height was determined by GEOID03.
 CZ2172
 CZ2172;                    North         East     Units Scale Factor Converg.
 CZ2172;SPC AZ C     -   193,810.231   234,884.533   MT  0.99990571   +0 07 27.3
 CZ2172;SPC AZ C     -   635,860.34    770,618.55   iFT  0.99990571   +0 07 27.3
 CZ2172;UTM  12      - 3,623,539.393   435,643.452   MT  0.99965107   -0 22 17.8
 CZ2172
 CZ2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2172!SPC AZ C     -   0.99993303  x   0.99990571  =   0.99983874
 CZ2172!UTM  12      -   0.99993303  x   0.99965107  =   0.99958412
 CZ2172
 CZ2172:                Primary Azimuth Mark                     Grid Az
 CZ2172:SPC AZ C     -  FOUR                                     032 06 30.9
 CZ2172:UTM  12      -  FOUR                                     032 36 16.0
 CZ2172
 CZ2172|---------------------------------------------------------------------|
 CZ2172| PID    Reference Object                     Distance      Geod. Az  |
 CZ2172|                                                           dddmmss.s |
 CZ2172| CZ2043 FOUR                                APPROX. 9.9 KM 0321358.2 |
 CZ2172| CH4031 AH 53 RM NE                           8.835 METERS 04410     |
 CZ2172| CH4032 AH 53 RM SE                           8.833 METERS 13409     |
 CZ2172|---------------------------------------------------------------------|
 CZ2172
 CZ2172                          SUPERSEDED SURVEY CONTROL
 CZ2172
 CZ2172  NAD 83(1986)-  32 44 52.14241(N)    111 41 13.09554(W) AD(       ) 1
 CZ2172  NAD 27      -  32 44 51.92710(N)    111 41 10.64529(W) AD(       ) 1
 CZ2172  NGVD 29 (07/19/86)  456.19   (m)         1496.7    (f) LEVELING    3  
 CZ2172
 CZ2172.Superseded values are not recommended for survey control.
 CZ2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2172.See file dsdata.txt to determine how the superseded data were derived.
 CZ2172
 CZ2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3564323539(NAD 83)
 CZ2172_MARKER: DD = SURVEY DISK
 CZ2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2172
 CZ2172  HISTORY     - Date     Condition        Report By
 CZ2172  HISTORY     - 1966     MONUMENTED       DMA
 CZ2172
 CZ2172                          STATION DESCRIPTION
 CZ2172
 CZ2172'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2172'T-8-S.  R-6-E.  IN SECTION 12 NEAR THE NORTHWEST CORNER.
 CZ2172'
 CZ2172'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2172'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2172'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2172'IS STAMPED--AH 53 1966 ARMY MAP SERVICE.
 CZ2172'
 CZ2172'THE STATION MARK IS LOCATED 435 FEET EAST OF THE CENTERLINE OF
 CZ2172'NORTH-SOUTH ROAD.  185 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2172'ROAD.  105 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH STREET
 CZ2172'(S. BONITA RD.).  490 FEET EAST OF POWERLINE SOUTH.
 CZ2172'
 CZ2172'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2172'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2172'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2172'5.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0
 CZ2172'MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2174 ***********************************************************************
 CZ2174  DESIGNATION -  AH 54
 CZ2174  PID         -  CZ2174
 CZ2174  STATE/COUNTY-  AZ/PINAL
 CZ2174  USGS QUAD   -  ELOY NW (1981)
 CZ2174
 CZ2174                         *CURRENT SURVEY CONTROL
 CZ2174  ___________________________________________________________________
 CZ2174* NAD 83(1992)-  32 44 00.27000(N)    111 41 17.43481(W)     ADJUSTED  
 CZ2174* NAVD 88     -       459.91   (+/-2cm)    1508.9    (feet)  VERTCON   
 CZ2174  ___________________________________________________________________
 CZ2174  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CZ2174  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2174
 CZ2174  HORZ ORDER  -  FIRST
 CZ2174  VERT ORDER  -  THIRD ? (See Below)
 CZ2174
 CZ2174.The horizontal coordinates were established by classical geodetic methods
 CZ2174.and adjusted by the National Geodetic Survey in August 1993..
 CZ2174
 CZ2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2174.The vertical order pertains to the NGVD 29 superseded value.
 CZ2174
 CZ2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2174
 CZ2174.The geoid height was determined by GEOID03.
 CZ2174
 CZ2174;                    North         East     Units Scale Factor Converg.
 CZ2174;SPC AZ C     -   192,212.016   234,775.023   MT  0.99990565   +0 07 24.8
 CZ2174;SPC AZ C     -   630,616.85    770,259.26   iFT  0.99990565   +0 07 24.8
 CZ2174;UTM  12      - 3,621,942.592   435,520.149   MT  0.99965127   -0 22 19.7
 CZ2174
 CZ2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2174!SPC AZ C     -   0.99993254  x   0.99990565  =   0.99983819
 CZ2174!UTM  12      -   0.99993254  x   0.99965127  =   0.99958383
 CZ2174
 CZ2174|---------------------------------------------------------------------|
 CZ2174| PID    Reference Object                     Distance      Geod. Az  |
 CZ2174|                                                           dddmmss.s |
 CZ2174| CH4033 AH 54 RM E                            8.818 METERS 08927     |
 CZ2174| CH4034 AH 54 RM S                            8.831 METERS 17925     |
 CZ2174| CZ2286 CHUI                                APPROX. 9.7 KM 2875607.8 |
 CZ2174|---------------------------------------------------------------------|
 CZ2174
 CZ2174                          SUPERSEDED SURVEY CONTROL
 CZ2174
 CZ2174  NAD 83(1986)-  32 44 00.26450(N)    111 41 17.43482(W) AD(       ) 1
 CZ2174  NAD 27      -  32 44 00.04772(N)    111 41 14.98585(W) AD(       ) 1
 CZ2174  NGVD 29 (07/19/86)  459.33   (m)         1507.0    (f) LEVELING    3  
 CZ2174
 CZ2174.Superseded values are not recommended for survey control.
 CZ2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2174.See file dsdata.txt to determine how the superseded data were derived.
 CZ2174
 CZ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3552021943(NAD 83)
 CZ2174_MARKER: DD = SURVEY DISK
 CZ2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2174
 CZ2174  HISTORY     - Date     Condition        Report By
 CZ2174  HISTORY     - 1966     MONUMENTED       DMA
 CZ2174
 CZ2174                          STATION DESCRIPTION
 CZ2174
 CZ2174'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2174'T-8-S.  R-6-E.  IN SECTION 13 NEAR THE NORTHWEST CORNER.
 CZ2174'
 CZ2174'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2174'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2174'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2174'IS STAMPED--AH 54 1966 ARMY MAP SERVICE.
 CZ2174'
 CZ2174'THE STATION MARK IS LOCATED 152 FEET EAST OF NORTH-SOUTH
 CZ2174'POWERLINE.  128 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2174'ROAD.  126 FEET SOUTH OF EXTENDED CENTERLINES OF ROAD WEST.
 CZ2174'
 CZ2174'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2174'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2174'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY)
 CZ2174'FOR 6.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0
 CZ2174'MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2175 ***********************************************************************
 CZ2175  DESIGNATION -  AH 55
 CZ2175  PID         -  CZ2175
 CZ2175  STATE/COUNTY-  AZ/PINAL
 CZ2175  USGS QUAD   -  ELOY NW (1981)
 CZ2175
 CZ2175                         *CURRENT SURVEY CONTROL
 CZ2175  ___________________________________________________________________
 CZ2175* NAD 83(1992)-  32 43 08.00538(N)    111 41 17.85245(W)     ADJUSTED  
 CZ2175* NAVD 88     -       463.39   (+/-2cm)    1520.3    (feet)  VERTCON   
 CZ2175  ___________________________________________________________________
 CZ2175  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2175  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2175
 CZ2175  HORZ ORDER  -  FIRST
 CZ2175  VERT ORDER  -  THIRD ? (See Below)
 CZ2175
 CZ2175.The horizontal coordinates were established by classical geodetic methods
 CZ2175.and adjusted by the National Geodetic Survey in August 1993..
 CZ2175
 CZ2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2175.The vertical order pertains to the NGVD 29 superseded value.
 CZ2175
 CZ2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2175
 CZ2175.The geoid height was determined by GEOID03.
 CZ2175
 CZ2175;                    North         East     Units Scale Factor Converg.
 CZ2175;SPC AZ C     -   190,602.113   234,767.619   MT  0.99990565   +0 07 24.4
 CZ2175;SPC AZ C     -   625,335.02    770,234.97   iFT  0.99990565   +0 07 24.4
 CZ2175;UTM  12      - 3,620,333.223   435,498.826   MT  0.99965130   -0 22 19.4
 CZ2175
 CZ2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2175!SPC AZ C     -   0.99993199  x   0.99990565  =   0.99983765
 CZ2175!UTM  12      -   0.99993199  x   0.99965130  =   0.99958332
 CZ2175
 CZ2175|---------------------------------------------------------------------|
 CZ2175| PID    Reference Object                     Distance      Geod. Az  |
 CZ2175|                                                           dddmmss.s |
 CZ2175| CH4035 AH 55 RM E                            8.834 METERS 08911     |
 CZ2175| CH4036 AH 55 RM S                            8.838 METERS 17910     |
 CZ2175| CZ2286 CHUI                                APPROX.10.3 KM 2963236.4 |
 CZ2175|---------------------------------------------------------------------|
 CZ2175
 CZ2175                          SUPERSEDED SURVEY CONTROL
 CZ2175
 CZ2175  NAD 83(1986)-  32 43 07.99988(N)    111 41 17.85234(W) AD(       ) 1
 CZ2175  NAD 27      -  32 43 07.78145(N)    111 41 15.40478(W) AD(       ) 1
 CZ2175  NGVD 29 (07/19/86)  462.81   (m)         1518.4    (f) LEVELING    3  
 CZ2175
 CZ2175.Superseded values are not recommended for survey control.
 CZ2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2175.See file dsdata.txt to determine how the superseded data were derived.
 CZ2175
 CZ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3549920333(NAD 83)
 CZ2175_MARKER: DD = SURVEY DISK
 CZ2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2175
 CZ2175  HISTORY     - Date     Condition        Report By
 CZ2175  HISTORY     - 1966     MONUMENTED       DMA
 CZ2175
 CZ2175                          STATION DESCRIPTION
 CZ2175
 CZ2175'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2175'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2175'
 CZ2175'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2175'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2175'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2175'IS STAMPED--AH 55 1966 ARMY MAP SERVICE.
 CZ2175'
 CZ2175'THE STATION MARK IS LOCATED 104 FEET SOUTH OF THE CENTERLINE OF
 CZ2175'THE EAST-WEST ROAD.  67 FEET SOUTH OF THE EAST-WEST FENCE.  153
 CZ2175'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  63 FEET
 CZ2175'EAST OF THE NORTH-SOUTH FENCE.
 CZ2175'
 CZ2175'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2175'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2175'A ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2175'7.2 MILES TO A CROSSROAD.  TURN RIGHT AND TO WEST FOR 1.0 MILE
 CZ2175'TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2176 ***********************************************************************
 CZ2176  DESIGNATION -  AH 56
 CZ2176  PID         -  CZ2176
 CZ2176  STATE/COUNTY-  AZ/PINAL
 CZ2176  USGS QUAD   -  ELOY NW (1981)
 CZ2176
 CZ2176                         *CURRENT SURVEY CONTROL
 CZ2176  ___________________________________________________________________
 CZ2176* NAD 83(1992)-  32 42 17.05201(N)    111 41 18.30152(W)     ADJUSTED  
 CZ2176* NAVD 88     -       466.16   (+/-2cm)    1529.4    (feet)  VERTCON   
 CZ2176  ___________________________________________________________________
 CZ2176  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CZ2176  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2176
 CZ2176  HORZ ORDER  -  FIRST
 CZ2176  VERT ORDER  -  THIRD ? (See Below)
 CZ2176
 CZ2176.The horizontal coordinates were established by classical geodetic methods
 CZ2176.and adjusted by the National Geodetic Survey in August 1993..
 CZ2176
 CZ2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2176.The vertical order pertains to the NGVD 29 superseded value.
 CZ2176
 CZ2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2176
 CZ2176.The geoid height was determined by GEOID03.
 CZ2176
 CZ2176;                    North         East     Units Scale Factor Converg.
 CZ2176;SPC AZ C     -   189,032.602   234,759.305   MT  0.99990564   +0 07 24.0
 CZ2176;SPC AZ C     -   620,185.70    770,207.69   iFT  0.99990564   +0 07 24.0
 CZ2176;UTM  12      - 3,618,764.242   435,476.947   MT  0.99965133   -0 22 19.1
 CZ2176
 CZ2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2176!SPC AZ C     -   0.99993156  x   0.99990564  =   0.99983721
 CZ2176!UTM  12      -   0.99993156  x   0.99965133  =   0.99958291
 CZ2176
 CZ2176|---------------------------------------------------------------------|
 CZ2176| PID    Reference Object                     Distance      Geod. Az  |
 CZ2176|                                                           dddmmss.s |
 CZ2176| CH4037 AH 56 RM E                            8.832 METERS 08926     |
 CZ2176| CH4038 AH 56 RM S                            8.839 METERS 17932     |
 CZ2176| CZ2178 AG 59X                              APPROX. 6.7 KM 1881340.9 |
 CZ2176|---------------------------------------------------------------------|
 CZ2176
 CZ2176                          SUPERSEDED SURVEY CONTROL
 CZ2176
 CZ2176  NAD 83(1986)-  32 42 17.04653(N)    111 41 18.30130(W) AD(       ) 1
 CZ2176  NAD 27      -  32 42 16.82623(N)    111 41 15.85472(W) AD(       ) 1
 CZ2176  NGVD 29 (07/19/86)  465.59   (m)         1527.5    (f) LEVELING    3  
 CZ2176
 CZ2176.Superseded values are not recommended for survey control.
 CZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2176.See file dsdata.txt to determine how the superseded data were derived.
 CZ2176
 CZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3547718764(NAD 83)
 CZ2176_MARKER: DD = SURVEY DISK
 CZ2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2176
 CZ2176  HISTORY     - Date     Condition        Report By
 CZ2176  HISTORY     - 1966     MONUMENTED       DMA
 CZ2176
 CZ2176                          STATION DESCRIPTION
 CZ2176
 CZ2176'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2176'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE SOUTHWEST CORNER.
 CZ2176'
 CZ2176'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2176'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2176'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2176'IS STAMPED--AH 56 1966 ARMY MAP SERVICE.
 CZ2176'
 CZ2176'THE STATION MARK IS LOCATED 69 FEET NORTH OF ABANDONED
 CZ2176'EAST-WEST FENCE.  82 FEET NORTH OF EXTENSION OF CENTERLINE OF
 CZ2176'ROAD WEST.  79 FEET EAST OF NORTH-SOUTH FENCE.  140 FEET EAST OF
 CZ2176'THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2176'
 CZ2176'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2176'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2176'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2176'7.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2176'A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD
 CZ2176'WEST TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2173 ***********************************************************************
 CZ2173  DESIGNATION -  AH 57
 CZ2173  PID         -  CZ2173
 CZ2173  STATE/COUNTY-  AZ/PINAL
 CZ2173  USGS QUAD   -  ELOY NW (1981)
 CZ2173
 CZ2173                         *CURRENT SURVEY CONTROL
 CZ2173  ___________________________________________________________________
 CZ2173* NAD 83(1992)-  32 41 22.94428(N)    111 41 17.29039(W)     ADJUSTED  
 CZ2173* NAVD 88     -       468.55   (+/-2cm)    1537.2    (feet)  VERTCON   
 CZ2173  ___________________________________________________________________
 CZ2173  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CZ2173  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2173
 CZ2173  HORZ ORDER  -  FIRST
 CZ2173  VERT ORDER  -  THIRD ? (See Below)
 CZ2173
 CZ2173.The horizontal coordinates were established by classical geodetic methods
 CZ2173.and adjusted by the National Geodetic Survey in August 1993..
 CZ2173
 CZ2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2173.The vertical order pertains to the NGVD 29 superseded value.
 CZ2173
 CZ2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2173
 CZ2173.The geoid height was determined by GEOID03.
 CZ2173
 CZ2173;                    North         East     Units Scale Factor Converg.
 CZ2173;SPC AZ C     -   187,366.015   234,789.229   MT  0.99990566   +0 07 24.3
 CZ2173;SPC AZ C     -   614,717.90    770,305.87   iFT  0.99990566   +0 07 24.3
 CZ2173;UTM  12      - 3,617,097.882   435,492.462   MT  0.99965131   -0 22 18.0
 CZ2173
 CZ2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2173!SPC AZ C     -   0.99993118  x   0.99990566  =   0.99983685
 CZ2173!UTM  12      -   0.99993118  x   0.99965131  =   0.99958252
 CZ2173
 CZ2173|---------------------------------------------------------------------|
 CZ2173| PID    Reference Object                     Distance      Geod. Az  |
 CZ2173|                                                           dddmmss.s |
 CZ2173| CH4039 AH 57 RM E                            8.830 METERS 08923     |
 CZ2173| CH4040 AH 57 RM S                            8.834 METERS 17925     |
 CZ2173| CZ2178 AG 59X                              APPROX. 5.1 KM 1911340.7 |
 CZ2173|---------------------------------------------------------------------|
 CZ2173
 CZ2173                          SUPERSEDED SURVEY CONTROL
 CZ2173
 CZ2173  NAD 83(1986)-  32 41 22.93879(N)    111 41 17.29004(W) AD(       ) 1
 CZ2173  NAD 27      -  32 41 22.71707(N)    111 41 14.84500(W) AD(       ) 1
 CZ2173  NGVD 29 (07/19/86)  467.98   (m)         1535.4    (f) LEVELING    3  
 CZ2173
 CZ2173.Superseded values are not recommended for survey control.
 CZ2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2173.See file dsdata.txt to determine how the superseded data were derived.
 CZ2173
 CZ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3549217098(NAD 83)
 CZ2173_MARKER: DD = SURVEY DISK
 CZ2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2173
 CZ2173  HISTORY     - Date     Condition        Report By
 CZ2173  HISTORY     - 1966     MONUMENTED       DMA
 CZ2173
 CZ2173                          STATION DESCRIPTION
 CZ2173
 CZ2173'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2173'T-8-S.  R-6-E.  IN SECTION 36 NEAR THE NORTHWEST CORNER.
 CZ2173'
 CZ2173'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2173'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2173'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2173'IS STAMPED--AH 57 1966 ARMY MAP SERVICE.
 CZ2173'
 CZ2173'THE STATION MARK IS LOCATED 97 FEET SOUTH OF THE CENTERLINE
 CZ2173'OF EAST-WEST FIELD ROAD.  49 FEET SOUTH OF EAST-WEST POWERLINE.  185
 CZ2173'FEET EAST OF NORTH-SOUTH FENCE LINE.  228 FEET EAST OF THE
 CZ2173'CENTERLINE OF NORTH-SOUTH ROAD.  189 FEET EAST OF NORTH-SOUTH
 CZ2173'POWERLINE.
 CZ2173'
 CZ2173'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2173'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES
 CZ2173'TO A ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2173'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2173'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A CROSS
 CZ2173'TRAIL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2177 ***********************************************************************
 CZ2177  DESIGNATION -  AH 58
 CZ2177  PID         -  CZ2177
 CZ2177  STATE/COUNTY-  AZ/PINAL
 CZ2177  USGS QUAD   -  ELOY NW (1981)
 CZ2177
 CZ2177                         *CURRENT SURVEY CONTROL
 CZ2177  ___________________________________________________________________
 CZ2177* NAD 83(1992)-  32 40 32.09428(N)    111 41 19.09759(W)     ADJUSTED  
 CZ2177* NAVD 88     -       470.65   (+/-2cm)    1544.1    (feet)  VERTCON   
 CZ2177  ___________________________________________________________________
 CZ2177  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CZ2177  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2177
 CZ2177  HORZ ORDER  -  FIRST
 CZ2177  VERT ORDER  -  THIRD ? (See Below)
 CZ2177
 CZ2177.The horizontal coordinates were established by classical geodetic methods
 CZ2177.and adjusted by the National Geodetic Survey in August 1993..
 CZ2177
 CZ2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2177.The vertical order pertains to the NGVD 29 superseded value.
 CZ2177
 CZ2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2177
 CZ2177.The geoid height was determined by GEOID03.
 CZ2177
 CZ2177;                    North         East     Units Scale Factor Converg.
 CZ2177;SPC AZ C     -   185,799.619   234,745.522   MT  0.99990564   +0 07 23.2
 CZ2177;SPC AZ C     -   609,578.80    770,162.47   iFT  0.99990564   +0 07 23.2
 CZ2177;UTM  12      - 3,615,532.321   435,435.239   MT  0.99965140   -0 22 18.5
 CZ2177
 CZ2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2177!SPC AZ C     -   0.99993086  x   0.99990564  =   0.99983650
 CZ2177!UTM  12      -   0.99993086  x   0.99965140  =   0.99958228
 CZ2177
 CZ2177|---------------------------------------------------------------------|
 CZ2177| PID    Reference Object                     Distance      Geod. Az  |
 CZ2177|                                                           dddmmss.s |
 CZ2177| CH4041 AH 58 RM E                            8.832 METERS 08928     |
 CZ2177| CH4042 AH 58 RM S                            8.835 METERS 17923     |
 CZ2177| CZ2226 AA 58X                              APPROX.11.1 KM 2711032.0 |
 CZ2177|---------------------------------------------------------------------|
 CZ2177
 CZ2177                          SUPERSEDED SURVEY CONTROL
 CZ2177
 CZ2177  NAD 83(1986)-  32 40 32.08878(N)    111 41 19.09711(W) AD(       ) 1
 CZ2177  NAD 27      -  32 40 31.86560(N)    111 41 16.65328(W) AD(       ) 1
 CZ2177  NGVD 29 (07/19/86)  470.08   (m)         1542.3    (f) LEVELING    3  
 CZ2177
 CZ2177.Superseded values are not recommended for survey control.
 CZ2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2177.See file dsdata.txt to determine how the superseded data were derived.
 CZ2177
 CZ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3543515532(NAD 83)
 CZ2177_MARKER: DD = SURVEY DISK
 CZ2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2177
 CZ2177  HISTORY     - Date     Condition        Report By
 CZ2177  HISTORY     - 1966     MONUMENTED       DMA
 CZ2177
 CZ2177                          STATION DESCRIPTION
 CZ2177
 CZ2177'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2177'T-8-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHWEST CORNER.
 CZ2177'
 CZ2177'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2177'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2177'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2177'IS STAMPED--AH 58 1966 ARMY MAP SERVICE.
 CZ2177'
 CZ2177'THE STATION MARK IS LOCATED 51 FEET NORTH OF EAST-WEST
 CZ2177'POWERLINE.  75 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  95
 CZ2177'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  50 FEET
 CZ2177'SOUTH OF EAST-WEST FENCE.  57 FEET EAST OF NORTH-SOUTH
 CZ2177'POWERLINE.  52 FEET EAST OF NORTH-SOUTH FENCE.
 CZ2177'
 CZ2177'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2177'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2177'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2177'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2177'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 3.0 MILES TO A CURVE
 CZ2177'EAST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1981 ***********************************************************************
 CZ1981  DESIGNATION -  AIR
 CZ1981  PID         -  CZ1981
 CZ1981  STATE/COUNTY-  AZ/PIMA
 CZ1981  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ1981
 CZ1981                         *CURRENT SURVEY CONTROL
 CZ1981  ___________________________________________________________________
 CZ1981* NAD 83(1992)-  32 08 01.18498(N)    111 10 24.01479(W)     ADJUSTED  
 CZ1981* NAVD 88     -       739.5    (meters)    2426.     (feet)  VERTCON   
 CZ1981  ___________________________________________________________________
 CZ1981  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CZ1981  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ1981
 CZ1981  HORZ ORDER  -  SECOND
 CZ1981
 CZ1981.This mark is at Ryan Field Airport (RYN)
 CZ1981
 CZ1981.The horizontal coordinates were established by classical geodetic methods
 CZ1981.and adjusted by the National Geodetic Survey in August 1993..
 CZ1981
 CZ1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1981
 CZ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1981
 CZ1981.The geoid height was determined by GEOID03.
 CZ1981
 CZ1981;                    North         East     Units Scale Factor Converg.
 CZ1981;SPC AZ C     -   125,929.086   283,491.274   MT  0.99996064   +0 23 43.4
 CZ1981;SPC AZ C     -   413,153.17    930,089.48   iFT  0.99996064   +0 23 43.4
 CZ1981;UTM  12      - 3,555,264.482   483,651.138   MT  0.99960330   -0 05 31.9
 CZ1981
 CZ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1981!SPC AZ C     -   0.99988858  x   0.99996064  =   0.99984922
 CZ1981!UTM  12      -   0.99988858  x   0.99960330  =   0.99949192
 CZ1981
 CZ1981:                Primary Azimuth Mark                     Grid Az
 CZ1981:SPC AZ C     -  SNYDERS HILL                             063 42 10.1
 CZ1981:UTM  12      -  SNYDERS HILL                             064 11 25.4
 CZ1981
 CZ1981|---------------------------------------------------------------------|
 CZ1981| PID    Reference Object                     Distance      Geod. Az  |
 CZ1981|                                                           dddmmss.s |
 CZ1981| CZ0827 SNYDERS HILL                        APPROX. 6.2 KM 0640553.5 |
 CZ1981| CH4046 AIR RM 1                             10.405 METERS 07019     |
 CZ1981| CH4047 AIR RM 2                             11.305 METERS 25050     |
 CZ1981|---------------------------------------------------------------------|
 CZ1981
 CZ1981                          SUPERSEDED SURVEY CONTROL
 CZ1981
 CZ1981  NAD 83(1986)-  32 08 01.18018(N)    111 10 24.01350(W) AD(       ) 2
 CZ1981  NAD 27      -  32 08 00.90209(N)    111 10 21.65636(W) AD(       ) 2
 CZ1981  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG       
 CZ1981
 CZ1981.Superseded values are not recommended for survey control.
 CZ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1981.See file dsdata.txt to determine how the superseded data were derived.
 CZ1981
 CZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8365155264(NAD 83)
 CZ1981_MARKER: DD = SURVEY DISK
 CZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1981_MARK LOGO: AZDT  
 CZ1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1981
 CZ1981  HISTORY     - Date     Condition        Report By
 CZ1981  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1981  HISTORY     - 19950107 GOOD             USPSQD
 CZ1981  HISTORY     - 19951218 GOOD             CHANCE
 CZ1981  HISTORY     - 19990105 GOOD             USPSQD
 CZ1981  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ1981
 CZ1981                          STATION DESCRIPTION
 CZ1981
 CZ1981'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1981'THE STATION IS ABOUT 13.2 MILES SOUTHWEST OF TUCSON ALONG THE NORTH
 CZ1981'RIGHT OF WAY OF ARIZONA HIGHWAY 86 DIRECTLY IN FRONT OF THE AIRPORT
 CZ1981'CAFE AT RYAN AIRPORT.
 CZ1981'
 CZ1981'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR 1978 AND
 CZ1981'SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 1 FOOT SOUTH OF THE
 CZ1981'RIGHT OF WAY FENCE, 50.5 FEET NORTH OF THE HIGHWAY CENTERLINE AND
 CZ1981'MARKED BY A WITNESS POST AND SIGN 4 FEET EAST OF THE STATION.
 CZ1981'
 CZ1981'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR RM 1
 CZ1981'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 1 FOOT
 CZ1981'SOUTH OF RIGHT OF WAY FENCE AND 50.5 FEET NORTH OF HIGHWAY CENTERLINE.
 CZ1981'
 CZ1981'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR RM2 1978
 CZ1981'AND SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 50.5 FEET NORTH
 CZ1981'OF HIGHWAY CENTERLINE AND NEXT TO RIGHT OF WAY FENCE.
 CZ1981'
 CZ1981'TO REACH THE STATION FROM THE INTERSECTION OF MISSION ROAD AND AJO WAY
 CZ1981'IN SOUTHWEST TUCSON, TRAVEL SOUTHWEST ON AJO WAY, ARIZONA HIGHWAY 86
 CZ1981'FOR 10.85 MILES TO MILE POST 159.85 DIRECTLY IN FRONT OF AIRPORT CAFE
 CZ1981'ON NORTH SIDE OF HIGHWAY.  1 FOOT SOUTH OF RIGHT OF WAY FENCE.
 CZ1981
 CZ1981                          STATION RECOVERY (1995)
 CZ1981
 CZ1981'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1981'RECOVERED IN GOOD CONDITION.
 CZ1981
 CZ1981                          STATION RECOVERY (1995)
 CZ1981
 CZ1981'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 CZ1981'RECOVERY NOTE BY CHANCE 1995  RECOVERED AS DESCRIBED.  A NEW AND
 CZ1981'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 20
 CZ1981'KM (12.40 MI) SOUTHWEST OF THE CITY OF TUCSON AT RYAN FIELD AIRPORT.
 CZ1981'OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY, WALTER BURG - AIRPORT
 CZ1981'MANAGER, PHONE (602) 573-8100  TO REACH THE STATION FROM THE JUNCTION
 CZ1981'ON INTERSTATE HIGHWAY 19 AND STATE HIGHWAY 86 (EXIT 99 ON INTERSTATE
 CZ1981'HIGHWAY 19) IN SOUTHWEST TUCSON, PROCEED SOUTHWEST ON STATE HIGHWAY 86
 CZ1981'FOR 18.2 KM (11.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT (WACO WAY)
 CZ1981'.  TURN RIGHT ON WACO WAY AND PROCEED NORTHWEST TO THE STATION IN
 CZ1981'FRONT OF THE RESTAURANT THE STATION IS AN ARIZONA DEPARTMENT OF
 CZ1981'TRANSPORTATION HIGHWAY DIVISION DISK SET INTO THE TOP OF A 25 CM
 CZ1981'DIAMETER CONCRETE MONUMENT.  THE STATION IS LOCATED 15.4 M (50.5 FT)
 CZ1981'NORTH OF STATE HIGHWAY 86 CENTERLINE, 11.7 M (38.4 FT) SOUTH OF A
 CZ1981'WINDSOCK, 8.2 M (26.9 FT) SOUTH OF A CAFE SIGN
 CZ1981
 CZ1981                          STATION RECOVERY (1999)
 CZ1981
 CZ1981'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1981'RECOVERED IN GOOD CONDITION.
 CZ1981
 CZ1981                          STATION RECOVERY (2001)
 CZ1981
 CZ1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1981'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0381 ***********************************************************************
 GR0381  FBN         -  This is a Federal Base Network Control Station.
 GR0381  DESIGNATION -  AIRPORT
 GR0381  PID         -  GR0381
 GR0381  STATE/COUNTY-  AZ/MOHAVE
 GR0381  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0381
 GR0381                         *CURRENT SURVEY CONTROL
 GR0381  ___________________________________________________________________
 GR0381* NAD 83(1992)-  36 05 53.17509(N)    114 02 39.26765(W)     ADJUSTED  
 GR0381* NAVD 88     -       897.303  (meters)    2943.90   (feet)  POSTED    
 GR0381  ___________________________________________________________________
 GR0381  EPOCH DATE  -        1999.37
 GR0381  X           -  -2,102,520.901 (meters)                     COMP
 GR0381  Y           -  -4,712,542.924 (meters)                     COMP
 GR0381  Z           -   3,737,505.592 (meters)                     COMP
 GR0381  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 GR0381  ELLIP HEIGHT-         870.27  (meters)          (05/16/00) GPS OBS
 GR0381  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0381  DYNAMIC HT  -         896.330 (meters)    2940.71  (feet)  COMP
 GR0381  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 GR0381
 GR0381  HORZ ORDER  -  A
 GR0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0381  ELLP ORDER  -  FOURTH    CLASS I
 GR0381
 GR0381.The horizontal coordinates were established by GPS observations
 GR0381.and adjusted by the National Geodetic Survey in May 2000..
 GR0381.The horizontal coordinates are valid at the epoch date displayed above.
 GR0381.The epoch date for horizontal control is a decimal equivalence
 GR0381.of Year/Month/Day.
 GR0381
 GR0381.The orthometric height was determined by differential leveling
 GR0381.and adjusted by the National Geodetic Survey in 1992..
 GR0381.No vertical observational check was made to the station.
 GR0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0381.was located on a no-check spur therefore a value was not computed.
 GR0381
 GR0381.Photographs are available for this station.
 GR0381
 GR0381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0381
 GR0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0381
 GR0381.The ellipsoidal height was determined by GPS observations
 GR0381.and is referenced to NAD 83.
 GR0381
 GR0381.The geoid height was determined by GEOID03.
 GR0381
 GR0381.The dynamic height is computed by dividing the NAVD 88
 GR0381.geopotential number by the normal gravity value computed on the
 GR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0381.degrees latitude (g = 980.6199 gals.).
 GR0381
 GR0381.The modeled gravity was interpolated from observed gravity values.
 GR0381
 GR0381;                    North         East     Units Scale Factor Converg.
 GR0381;SPC AZ W     -   565,456.365   186,864.773   MT  0.99994198   -0 10 24.1
 GR0381;SPC AZ W     - 1,855,171.80    613,073.40   iFT  0.99994198   -0 10 24.1
 GR0381;SPC NV E     - 8,150,651.856   338,589.444   MT  1.00013659   +0 54 25.0
 GR0381;SPC NV E     -26,740,930.30  1,110,855.53   sFT  1.00013659   +0 54 25.0
 GR0381;UTM  11      - 3,998,875.754   766,101.587   MT  1.00047259   +1 44 32.9
 GR0381;UTM  12      - 3,999,121.789   225,930.262   MT  1.00052563   -1 47 40.9
 GR0381
 GR0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0381!SPC AZ W     -   0.99986343  x   0.99994198  =   0.99980542
 GR0381!SPC NV E     -   0.99986343  x   1.00013659  =   1.00000000
 GR0381!UTM  11      -   0.99986343  x   1.00047259  =   1.00033596
 GR0381!UTM  12      -   0.99986343  x   1.00052563  =   1.00038899
 GR0381
 GR0381|---------------------------------------------------------------------|
 GR0381| PID    Reference Object                     Distance      Geod. Az  |
 GR0381|                                                           dddmmss.s |
 GR0381| CC5015 AIRPORT RM 2                         12.322 METERS 16027     |
 GR0381| FS1017 TUT                                 APPROX.17.4 KM 2004954.8 |
 GR0381| GR0380 U 285                               225.583 METERS 22754     |
 GR0381| CC5014 AIRPORT RM 1                         12.606 METERS 27320     |
 GR0381|---------------------------------------------------------------------|
 GR0381
 GR0381                          SUPERSEDED SURVEY CONTROL
 GR0381
 GR0381  NAD 83(1992)-  36 05 53.17413(N)    114 02 39.26612(W) AD(       ) B
 GR0381  ELLIP H (03/30/95)  870.35   (m)                       GP(       ) 4 1
 GR0381  NAD 83(1992)-  36 05 53.17353(N)    114 02 39.26571(W) AD(       ) 1
 GR0381  NAD 83(1986)-  36 05 53.16693(N)    114 02 39.26283(W) AD(       ) 1
 GR0381  NAD 27      -  36 05 53.22800(N)    114 02 36.40900(W) AD(       ) 1
 GR0381  NAVD 88 (03/30/95)  897.30   (m)         2943.9    (f) LEVELING    3  
 GR0381  NGVD 29 (??/??/92)  896.580  (m)         2941.53   (f) ADJ UNCH    1 1
 GR0381
 GR0381.Superseded values are not recommended for survey control.
 GR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0381.See file dsdata.txt to determine how the superseded data were derived.
 GR0381
 GR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6610298876(NAD 83)
 GR0381_MARKER: DD = SURVEY DISK
 GR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0381_STAMPING: AIRPORT NPS 37
 GR0381_MARK LOGO: DI    
 GR0381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0381+STABILITY: SURFACE MOTION
 GR0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0381+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GR0381
 GR0381  HISTORY     - Date     Condition        Report By
 GR0381  HISTORY     - 1945     MONUMENTED       NPS
 GR0381  HISTORY     - 1950     GOOD             NGS
 GR0381  HISTORY     - 1951     GOOD             USGS
 GR0381  HISTORY     - 1953     GOOD             FAS
 GR0381  HISTORY     - 1961     GOOD             AMS
 GR0381  HISTORY     - 1968     GOOD             AZHD
 GR0381  HISTORY     - 19940320 GOOD             NGS
 GR0381  HISTORY     - 19991012 GOOD             AZ-015
 GR0381  HISTORY     - 20020630 GOOD             USPSQD
 GR0381  HISTORY     - 20030529 GOOD             GRANCN
 GR0381  HISTORY     - 20050401 GOOD             GRANCN
 GR0381
 GR0381                          STATION DESCRIPTION
 GR0381
 GR0381'DESCRIBED BY NATIONAL PARK SERVICE 1945 (OSR)
 GR0381'STATION IS LOCATED AT THE AIRPORT AT PIERCES FERRY, ARIZONA.
 GR0381'IT IS AT THE N END OF THE N AND S RUNWAY, ABOUT 150 YARDS
 GR0381'NE OF A SMALL SHACK AND ABOUT 20 PACES S OF THE EDGE OF THE
 GR0381'BLUFF.
 GR0381'
 GR0381'IT IS MARKED BY A SMALL BRONZE DISK OF THE U.S. DEPARTMENT
 GR0381'OF INTERIOR--NATIONAL PARK SERVICE, STAMPED AIRPORT 37 AND IS
 GR0381'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES IN DIAMETER
 GR0381'AND FLUSH WITH THE GROUND.  IT IS A BENCH MARK OF THE
 GR0381'U.S.D.I.-N.P.S.
 GR0381'
 GR0381'TO REACH THE STATION FROM THE RANGERS CABIN AT PIERCES FERRY
 GR0381'FOLLOW THE MAIN ROAD WESTERLY AND SOUTHERLY FOR 6.0 MILES TO
 GR0381'THE TOP OF THE BLUFFS AND ROAD LEFT TO AIRPORT.  TURN SHARP
 GR0381'LEFT ONTO AIRPORT ROAD AND FOLLOW IT NORTHEASTERLY FOR 2.8
 GR0381'MILES TO FORK ABOUT 100 YARDS BEFORE REACHING AIRPORT.  TAKE
 GR0381'LEFT FORK AND GO 0.1 MILE TO END OF TRUCK TRAVEL AND STATION.
 GR0381
 GR0381                          STATION RECOVERY (1950)
 GR0381
 GR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0381'8.5 MI SW FROM PIERCES FERRY.
 GR0381'5.8 MILES SOUTHWEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0381'RANGER STATION AT PIERCES FERRY, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0381'DIRT ROAD, AT THE PIERCES FERRY AIRPORT, ABOUT 159 YARDS NORTHEAST OF
 GR0381'THE NORTHEAST CORNER OF A SMALL FRAME BUILDING, ABOUT 60 YARDS NORTH
 GR0381'OF THE NORTH END OF THE EAST SIDE OF THE NORTH-SOUTH RUNWAY, 63 FEET
 GR0381'SOUTH OF THE EDGE OF A BLUFF, 5.4 FEET NORTH OF A WITNESS POST AND A
 GR0381'SMALL CAIRN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 GR0381'ABOVE GROUND.
 GR0381
 GR0381                          STATION RECOVERY (1951)
 GR0381
 GR0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR0381'RECOVERED IN GOOD CONDITION.
 GR0381
 GR0381                          STATION RECOVERY (1953)
 GR0381
 GR0381'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GR0381'STATION RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 GR0381'IS CORRECT AND ADEQUATE FOR RECOVERY.
 GR0381
 GR0381                          STATION RECOVERY (1961)
 GR0381
 GR0381'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 GR0381'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR0381
 GR0381                          STATION RECOVERY (1968)
 GR0381
 GR0381'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 GR0381'GENERAL LOCATION THE STATION MARK PLUS TWO STANDARD ARMY
 GR0381'ENGINEER BRASS DISKS (REFERENCE MARKS) WERE RECOVERED IN GOOD
 GR0381'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 GR0381
 GR0381                          STATION RECOVERY (1994)
 GR0381
 GR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 GR0381'STATION MARK IS LOCATED ABOUT 65 KM (40.40 MI) EAST OF HOOVER DAM, 100
 GR0381'KM (62.15 MI) NORTH OF KINGMAN, 5 KM (3.10 MI) SOUTHEAST OF PEARCE
 GR0381'FERRY, IN THE LAKE MEAD NATIONAL RECREATION AREA, AT THE NORTHEAST END
 GR0381'OF GRAPEVINE MESA, AT THE NORTHEAST END OF A DIRT LANDING STRIP, AT AN
 GR0381'UNMARKED OVERLOOK, ON DIVIDE LINE OF SECTIONS 6/7, T 31 N, R 16 E.
 GR0381'OWNERSHIP--US DEPARTMENT OF THE INTERIOR, NATIONAL PARK SERVICE. TO
 GR0381'REACH FROM HOOVER DAM NEAR BOULDER CITY,NEVADA, GO SOUTHEAST ON US
 GR0381'HIGHWAY 93 FOR 56.5 KM (35.10 MI) TO A BRIDGE OVER DETRITAL WASH.
 GR0381'CONTINUE AHEAD FOR 9.62 KM (5.95 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 GR0381'NORTHEAST, ON PEARCE FERRY ROAD (COUNTY SIGNS SPELL IT "PIERCE") (ALSO
 GR0381'COUNTY ROAD 25), PASSING THROUGH DOLAN SPRINGS FOR 22.1 KM (13.75 MI)
 GR0381'TO A CATTLE GUARD AT MILEPOST 14.  CONTINUE AHEAD FOR 40.3 KM (25.05
 GR0381'MI) TO A TURNOUT ON THE LEFT AT THE SOUTH COVE RANGER STATION.
 GR0381'CONTINUE AHEAD FOR 7.12 KM (4.40 MI) TO A GRADED ROAD RIGHT JUST
 GR0381'BEFORE COUNTY ROAD DROPS DOWN INTO THE CANYON.  BEAR RIGHT, NORTHEAST,
 GR0381'ON GRADED ROAD FOR 3.32 KM (2.05 MI) TO A FORK. KEEP LEFT, NORTHEAST,
 GR0381'ALONG THE RIM FOR 1.10 KM (0.70 MI) TO ROAD END AT RUNWAY END.
 GR0381'CONTINUE AHEAD, CROSSING RUNWAY, FOR 0.10 KM (0.05 MI) TO THE STATION.
 GR0381'STATION MARK IS A 5-CM DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE
 GR0381'POST PROJECTING 2 CM ABOVE GROUND IN A FLAT OPEN AREA.  IT IS 20.5 M
 GR0381'(67.3 FT) SOUTH OF THE CLIFF EDGE, 7.5 M (24.6 FT) EAST OF A 1 M (3.3
 GR0381'FT) HIGH CONCRETE BLOCK, 12.7 M (41.7 FT) EAST OF REFERENCE MARK 1,
 GR0381'12.4 M (40.7 FT) NORTH OF REFERENCE MARK 2, AND 54 M (177.2 FT) EAST
 GR0381'OF THE RUNWAY CENTER AT RUNWAY END. DESCRIBED BY G.R.HEID
 GR0381
 GR0381                          STATION RECOVERY (1999)
 GR0381
 GR0381'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1999 (DB)
 GR0381'RECOVERED AS DESCRIBED.
 GR0381
 GR0381                          STATION RECOVERY (2002)
 GR0381
 GR0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPM)
 GR0381'RM 1 (GOOD CONDITION) AND RM 2 (FAIR CONDITION) WERE ALSO RECOVERED.
 GR0381
 GR0381                          STATION RECOVERY (2003)
 GR0381
 GR0381'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 GR0381'RECOVERED AS DESCRIBED
 GR0381
 GR0381                          STATION RECOVERY (2005)
 GR0381
 GR0381'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 GR0381'IONAL PARK SERVICE 1945 (OSR) STATION IS LOCATED AT THE AIRPORT AT
 GR0381'PIERCES FERRY, ARIZONA. IT IS AT THE N END OF THE N AND S RUNWAY,
 GR0381'ABOUT 150 YARDS NE OF A SMALL SHACK AND ABOUT 20 PACES S OF THE EDGE
 GR0381'OF THE BLUFF.   IT IS MARKED BY A SMALL BRONZE DISK OF THE U.S.
 GR0381'DEPARTMENT OF INTERIOR--NATIONAL PARK SERVICE, STAMPED AIRPORT 37 AND
 GR0381'IS SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES IN DIAMETER
 GR0381'AND FLUSH WITH THE GROUND.  IT IS A BENCH MARK OF THE U.S.D.I.-N.P.S.
 GR0381'TO REACH THE STATION FROM THE RANGERS CABIN AT PIERCES FERRY FOLLOW
 GR0381'THE MAIN ROAD WESTERLY AND SOUTHERLY FOR 6.0 MILES TO THE TOP OF THE
 GR0381'BLUFFS AND ROAD LEFT TO AIRPORT.  TURN SHARP LEFT ONTO AIRPORT ROAD
 GR0381'AND FOLLOW IT NORTHEASTERLY FOR 2.8 MILES TO FORK ABOUT 100 YARDS
 GR0381'BEFORE REACHING AIRPORT.  TAKE LEFT FORK AND GO 0.1 MILE TO END OF
 GR0381'TRUCK TRAVEL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0589 ***********************************************************************
 FQ0589  DESIGNATION -  AIRPORT
 FQ0589  PID         -  FQ0589
 FQ0589  STATE/COUNTY-  AZ/COCONINO
 FQ0589  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0589
 FQ0589                         *CURRENT SURVEY CONTROL
 FQ0589  ___________________________________________________________________
 FQ0589* NAD 83(1992)-  35 53 36.13108(N)    111 23 11.50389(W)     ADJUSTED  
 FQ0589* NAVD 88     -      1280.4    (meters)    4201.     (feet)  VERTCON   
 FQ0589  ___________________________________________________________________
 FQ0589  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FQ0589  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FQ0589
 FQ0589  HORZ ORDER  -  SECOND
 FQ0589
 FQ0589.The horizontal coordinates were established by classical geodetic methods
 FQ0589.and adjusted by the National Geodetic Survey in August 1993..
 FQ0589
 FQ0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0589
 FQ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0589
 FQ0589.The geoid height was determined by GEOID03.
 FQ0589
 FQ0589;                    North         East     Units Scale Factor Converg.
 FQ0589;SPC AZ C     -   542,812.402   261,218.873   MT  0.99992821   +0 18 38.9
 FQ0589;SPC AZ C     - 1,780,880.58    857,017.30   iFT  0.99992821   +0 18 38.9
 FQ0589;UTM  12      - 3,972,190.691   465,116.153   MT  0.99961499   -0 13 35.8
 FQ0589
 FQ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0589!SPC AZ C     -   0.99980286  x   0.99992821  =   0.99973109
 FQ0589!UTM  12      -   0.99980286  x   0.99961499  =   0.99941793
 FQ0589
 FQ0589|---------------------------------------------------------------------|
 FQ0589| PID    Reference Object                     Distance      Geod. Az  |
 FQ0589|                                                           dddmmss.s |
 FQ0589| CH2184 AIRPORT RM 1                         13.080 METERS 01452     |
 FQ0589| CH2185 AIRPORT RM 2                         13.075 METERS 28659     |
 FQ0589| FQ0587 SHADOW                              APPROX.12.2 KM 3251019.6 |
 FQ0589|---------------------------------------------------------------------|
 FQ0589
 FQ0589                          SUPERSEDED SURVEY CONTROL
 FQ0589
 FQ0589  NAD 83(1986)-  35 53 36.13160(N)    111 23 11.49973(W) AD(       ) 2
 FQ0589  NAD 27      -  35 53 36.15123(N)    111 23 08.99558(W) AD(       ) 2
 FQ0589  NGVD 29 (07/19/86) 1279.5    (m)         4198.     (f) VERT ANG       
 FQ0589
 FQ0589.Superseded values are not recommended for survey control.
 FQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0589.See file dsdata.txt to determine how the superseded data were derived.
 FQ0589
 FQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6511672191(NAD 83)
 FQ0589_MARKER: DS = TRIANGULATION STATION DISK
 FQ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0589+STABILITY: SURFACE MOTION
 FQ0589
 FQ0589  HISTORY     - Date     Condition        Report By
 FQ0589  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0589  HISTORY     - 1983     GOOD             AZDT
 FQ0589
 FQ0589                          STATION DESCRIPTION
 FQ0589
 FQ0589'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0589'THE STATION IS ABOUT 2 MILES NORTHEAST OF CAMERON NEAR THE
 FQ0589'NORTHWEST END OF THE RUNWAY OF THE CAMERON AIRPORT.
 FQ0589'
 FQ0589'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT 1976
 FQ0589'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 FQ0589'WITNESS POST AND SIGN 3 FEET TO SOUTH.
 FQ0589'
 FQ0589'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT
 FQ0589'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0589'PROJECTING 6 INCHES.
 FQ0589'
 FQ0589'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT
 FQ0589'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0589'PROJECTING 6 INCHES.
 FQ0589'
 FQ0589'TO REACH THE STATION FROM CAMERON, GO NORTH ON U.S. HWY. 89
 FQ0589'TO MILE POST 466 WHICH IS THE NORTH END OF BRIDGE ACROSS THE LITTLE
 FQ0589'COLORADO RIVER, CONTINUE NORTH FOR 500 FEET AND TURN RIGHT ON
 FQ0589'OLD HWY. (U.S. 89) AND GO 0.6 MILE TO A BLADED ROAD, RIGHT, THAT
 FQ0589'LEADS TO CAMERON AIRPORT, TURN RIGHT ON AIRPORT ROAD FOR 0.8 MILE
 FQ0589'TO A POWERLINE AND A ROAD FORK TO THE RIGHT.  DO NOT TAKE RIGHT
 FQ0589'FORK BUT CONTINUE STRAIGHT AHEAD FOR 0.5 MILE THEN TURN LEFT
 FQ0589'FOR 100 FEET TO A BLADED E-W ROAD, TURN LEFT FOR 400 FEET AND
 FQ0589'STATION IS ON THE RIGHT, MARKED WITH A WITNESS POST AND SIGN.
 FQ0589'
 FQ0589'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0589
 FQ0589                          STATION RECOVERY (1983)
 FQ0589
 FQ0589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0589'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 FQ0589'1976.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1890 ***********************************************************************
 CZ1890  DESIGNATION -  AIRPORT
 CZ1890  PID         -  CZ1890
 CZ1890  STATE/COUNTY-  AZ/PINAL
 CZ1890  USGS QUAD   -  MAMMOTH (1972)
 CZ1890
 CZ1890                         *CURRENT SURVEY CONTROL
 CZ1890  ___________________________________________________________________
 CZ1890* NAD 83(1992)-  32 38 22.65739(N)    110 39 23.99711(W)     ADJUSTED  
 CZ1890* NAVD 88     -      1024.1    (meters)    3360.     (feet)  VERTCON   
 CZ1890  ___________________________________________________________________
 CZ1890  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CZ1890  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CZ1890
 CZ1890  HORZ ORDER  -  SECOND
 CZ1890
 CZ1890.The horizontal coordinates were established by classical geodetic methods
 CZ1890.and adjusted by the National Geodetic Survey in August 1993..
 CZ1890
 CZ1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1890
 CZ1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1890
 CZ1890.The geoid height was determined by GEOID03.
 CZ1890
 CZ1890;                    North         East     Units Scale Factor Converg.
 CZ1890;SPC AZ C     -   182,490.897   331,579.679   MT  1.00007228   +0 40 46.8
 CZ1890;SPC AZ C     -   598,723.42  1,087,859.84   iFT  1.00007228   +0 40 46.8
 CZ1890;UTM  12      - 3,611,389.157   532,202.676   MT  0.99961279   +0 11 06.6
 CZ1890
 CZ1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1890!SPC AZ C     -   0.99984365  x   1.00007228  =   0.99991592
 CZ1890!UTM  12      -   0.99984365  x   0.99961279  =   0.99945650
 CZ1890
 CZ1890|---------------------------------------------------------------------|
 CZ1890| PID    Reference Object                     Distance      Geod. Az  |
 CZ1890|                                                           dddmmss.s |
 CZ1890| CC5937 AIRPORT RM 1                          9.848 METERS 17049     |
 CZ1890| CZ1887 SOTAL                               APPROX. 8.4 KM 2333712.9 |
 CZ1890| CC5938 AIRPORT RM 2                          8.990 METERS 35053     |
 CZ1890|---------------------------------------------------------------------|
 CZ1890
 CZ1890                          SUPERSEDED SURVEY CONTROL
 CZ1890
 CZ1890  NAD 83(1986)-  32 38 22.65501(N)    110 39 23.99238(W) AD(       ) 2
 CZ1890  NAD 27      -  32 38 22.40361(N)    110 39 21.63790(W) AD(       ) 2
 CZ1890  NGVD 29 (07/19/86) 1023.4    (m)         3358.     (f) VERT ANG       
 CZ1890
 CZ1890.Superseded values are not recommended for survey control.
 CZ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1890.See file dsdata.txt to determine how the superseded data were derived.
 CZ1890
 CZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3220311389(NAD 83)
 CZ1890_MARKER: DD = SURVEY DISK
 CZ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1890
 CZ1890  HISTORY     - Date     Condition        Report By
 CZ1890  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1890
 CZ1890                          STATION DESCRIPTION
 CZ1890
 CZ1890'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1890'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF MAMMOTH AND 3
 CZ1890'MILES NORTHWEST OF SAN MANUEL ON A LOW HILL 0.3 MILE NORTH OF
 CZ1890'ARIZONA HWY. 76.
 CZ1890'
 CZ1890'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT 1977
 CZ1890'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1890'IS ABOUT 25 FEET SOUTH OF A RAILROAD CUTBANK AND IS MARKED BY
 CZ1890'A WITNESS POST AND SIGN 3 FEET TO EAST.
 CZ1890'
 CZ1890'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED AIRPORT
 CZ1890'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1890'PROJECTING 0.3 FEET.
 CZ1890'
 CZ1890'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 CZ1890'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1890'PROJECTING 0.4 FEET.
 CZ1890'
 CZ1890'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 77 AND
 CZ1890'76, 5 MILES SOUTHWEST OF MAMMOTH, TRAVEL SOUTH ON STATE HWY. 76
 CZ1890'TO MILE POST 53.79 AND A TRAIL ON THE LEFT (EAST).  STATION CAN
 CZ1890'BE SEEN FROM HERE, CONTINUE ON TRAIL FOR 0.1 MILE TO A FORK IN
 CZ1890'ROAD, TAKE LEFT FORK AND GO 0.2 MILE TO ANOTHER FORK, TURN LEFT
 CZ1890'100 FEET TO A CROSS TRAIL, TURN LEFT AGAIN AND CONTINUE UP WASH
 CZ1890'FOR 0.1 MILE TO A SADDLE AND A CROSS TRAIL, TURN RIGHT FOR
 CZ1890'0.05 MILE TO TOP OF HILL AND THE STATION.
 CZ1890'
 CZ1890'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1065 ***********************************************************************
 ES1065  DESIGNATION -  AIRPORT
 ES1065  PID         -  ES1065
 ES1065  STATE/COUNTY-  AZ/NAVAJO
 ES1065  USGS QUAD   -  TAYLOR (1970)
 ES1065
 ES1065                         *CURRENT SURVEY CONTROL
 ES1065  ___________________________________________________________________
 ES1065* NAD 83(1992)-  34 27 13.07252(N)    110 06 23.45311(W)     ADJUSTED  
 ES1065* NAVD 88     -      1753.1    (meters)    5752.     (feet)  VERTCON   
 ES1065  ___________________________________________________________________
 ES1065  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ES1065  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ES1065
 ES1065  HORZ ORDER  -  SECOND
 ES1065
 ES1065.The horizontal coordinates were established by classical geodetic methods
 ES1065.and adjusted by the National Geodetic Survey in August 1993..
 ES1065
 ES1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1065
 ES1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1065
 ES1065.The geoid height was determined by GEOID03.
 ES1065
 ES1065;                    North         East     Units Scale Factor Converg.
 ES1065;SPC AZ E     -   382,970.183   218,886.855   MT  0.99990038   +0 02 02.5
 ES1065;SPC AZ E     - 1,256,463.85    718,132.73   iFT  0.99990038   +0 02 02.5
 ES1065;UTM  12      - 3,812,817.619   582,071.441   MT  0.99968302   +0 30 19.8
 ES1065
 ES1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1065!SPC AZ E     -   0.99972865  x   0.99990038  =   0.99962906
 ES1065!UTM  12      -   0.99972865  x   0.99968302  =   0.99941176
 ES1065
 ES1065|---------------------------------------------------------------------|
 ES1065| PID    Reference Object                     Distance      Geod. Az  |
 ES1065|                                                           dddmmss.s |
 ES1065| CD1490 AIRPORT RM 1                         13.019 METERS 07642     |
 ES1065| CD1491 AIRPORT RM 2                         13.052 METERS 16403     |
 ES1065| ES1055 FIRST KNOLL                         APPROX.11.3 KM 3550054.5 |
 ES1065|---------------------------------------------------------------------|
 ES1065
 ES1065                          SUPERSEDED SURVEY CONTROL
 ES1065
 ES1065  NAD 83(1986)-  34 27 13.06485(N)    110 06 23.45986(W) AD(       ) 2
 ES1065  NAD 27      -  34 27 12.93472(N)    110 06 21.04675(W) AD(       ) 2
 ES1065  NGVD 29 (07/19/86) 1752.3    (m)         5749.     (f) VERT ANG       
 ES1065
 ES1065.Superseded values are not recommended for survey control.
 ES1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1065.See file dsdata.txt to determine how the superseded data were derived.
 ES1065
 ES1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8207112818(NAD 83)
 ES1065_MARKER: DD = SURVEY DISK
 ES1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1065+STABILITY: SURFACE MOTION
 ES1065
 ES1065  HISTORY     - Date     Condition        Report By
 ES1065  HISTORY     - 1978     MONUMENTED       AZDT
 ES1065
 ES1065                          STATION DESCRIPTION
 ES1065
 ES1065'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1065'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF TAYLOR, 1500 FEET
 ES1065'WEST NORTHWEST OF THE PINEDALE RD. ON A LOW GRASSY HILL SOUTHEAST
 ES1065'OF THE TAYLOR AIRPORT.
 ES1065'
 ES1065'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT 1978
 ES1065'SET IN A 10 INCH DIAMETER. CONCRETE MONUMENT MARKED WITH A WITNESS
 ES1065'POST AND SIGN 4 FEET TO NORTHEAST OF STATION.
 ES1065'
 ES1065'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 ES1065'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1065'
 ES1065'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 ES1065'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1065'
 ES1065'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TAYLOR,
 ES1065'ARIZONA, TRAVEL SOUTH ON STATE ROUTE 77 FOR 0.35 MILE TO PINEDALE
 ES1065'RD., TURN RIGHT AND GO 1.75 MILES TO A CATTLEGUARD, CROSS
 ES1065'CATTLEGUARD AND GO 150 FEET TO A TRACK ROAD RIGHT ON SOUTH SIDE
 ES1065'OF A FENCE, TURN RIGHT AND GO 0.35 MILE TO A GATE, TURN RIGHT
 ES1065'THROUGH GATE AND CONTINUE FOR 0.10 MILE ON A POWERLINE ROAD TO
 ES1065'DIM TRACKS ON RIGHT, TURN RIGHT AND CONTINUE ON DIM TRACKS
 ES1065'(E.NE) FOR 1.10 MILES TO THE STATION ON LOW HILL SOUTHEAST OF
 ES1065'THE TAYLOR AIRPORT.
 ES1065'
 ES1065'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1529 ***********************************************************************
 DA1529  DESIGNATION -  AIRPORT
 DA1529  PID         -  DA1529
 DA1529  STATE/COUNTY-  AZ/PIMA
 DA1529  USGS QUAD   -  AJO NORTH (1990)
 DA1529
 DA1529                         *CURRENT SURVEY CONTROL
 DA1529  ___________________________________________________________________
 DA1529* NAD 83(1992)-  32 26 24.04249(N)    112 52 16.60614(W)     ADJUSTED  
 DA1529* NAVD 88     -       451.56   (+/-2cm)    1481.5    (feet)  VERTCON   
 DA1529  ___________________________________________________________________
 DA1529  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DA1529  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1529
 DA1529  HORZ ORDER  -  SECOND
 DA1529  VERT ORDER  -  THIRD ? (See Below)
 DA1529
 DA1529.The horizontal coordinates were established by classical geodetic methods
 DA1529.and adjusted by the National Geodetic Survey in August 1993..
 DA1529
 DA1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1529.The vertical order pertains to the NGVD 29 superseded value.
 DA1529
 DA1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1529
 DA1529.The geoid height was determined by GEOID03.
 DA1529
 DA1529;                    North         East     Units Scale Factor Converg.
 DA1529;SPC AZ C     -   160,056.492   123,596.277   MT  0.99999933   -0 30 43.6
 DA1529;SPC AZ C     -   525,119.72    405,499.60   iFT  0.99999933   -0 30 43.6
 DA1529;UTM  12      - 3,590,750.685   324,083.584   MT  0.99998163   -1 00 14.6
 DA1529
 DA1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1529!SPC AZ C     -   0.99993407  x   0.99999933  =   0.99993340
 DA1529!UTM  12      -   0.99993407  x   0.99998163  =   0.99991570
 DA1529
 DA1529|---------------------------------------------------------------------|
 DA1529| PID    Reference Object                     Distance      Geod. Az  |
 DA1529|                                                           dddmmss.s |
 DA1529| CH4048 AIRPORT RM 1                         12.963 METERS 20956     |
 DA1529| CH4049 AIRPORT RM 2                         12.735 METERS 31746     |
 DA1529| DA1530 MEAD                                APPROX. 2.1 KM 3564316.5 |
 DA1529|---------------------------------------------------------------------|
 DA1529
 DA1529                          SUPERSEDED SURVEY CONTROL
 DA1529
 DA1529  NAD 83(1986)-  32 26 24.03759(N)    112 52 16.61289(W) AD(       ) 2
 DA1529  NAD 27      -  32 26 23.82557(N)    112 52 14.05361(W) AD(       ) 2
 DA1529  NGVD 29 (07/19/86)  450.89   (m)         1479.3    (f) LEVELING    3  
 DA1529
 DA1529.Superseded values are not recommended for survey control.
 DA1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1529.See file dsdata.txt to determine how the superseded data were derived.
 DA1529
 DA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2408490751(NAD 83)
 DA1529_MARKER: DD = SURVEY DISK
 DA1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1529+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1529
 DA1529  HISTORY     - Date     Condition        Report By
 DA1529  HISTORY     - 1975     MONUMENTED       AZDT
 DA1529  HISTORY     - 19970216 GOOD             USPSQD
 DA1529  HISTORY     - 20060220 GOOD             USPSQD
 DA1529
 DA1529                          STATION DESCRIPTION
 DA1529
 DA1529'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1529'THE STATION IS LOCATED ABOUT 36.4 MILES SOUTHWEST OF GILA
 DA1529'BEND AND 4.5 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1529'RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1529'
 DA1529'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIRPORT
 DA1529'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1529'MARK IS 63.5 FEET WEST OF THE CENTERLINE OF STATE ROUTE 85, 36
 DA1529'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 3 FEET EAST
 DA1529'OF A WITNESS POST.
 DA1529'
 DA1529'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISIONS DISK STAMPED
 DA1529'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT 84-1/2 FEET
 DA1529'WEST OF CENTERLINE OF HWY, 41 FEET SOUTHWEST OF WITNESS POST AND
 DA1529'15-1/2 FEET EAST OF WEST FENCE LINE.
 DA1529'
 DA1529'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1529'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT, 93 FEET WEST
 DA1529'OF HWY. CENTERLINE, 7-1/2 FEET EAST OF WEST RIGHT-OF-WAY FENCE AND
 DA1529'40-1/2 FEET NORTHWEST OF WITNESS POST.
 DA1529'
 DA1529'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1529'GILA BEND, GO WEST ON U.S. HWY 80 FOR 0.91 MILES TO THE
 DA1529'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER
 DA1529'I-8 OVERPASS, CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST
 DA1529'37.15 AND TO THE STATION IN THE WEST RIGHT-OF-WAY.
 DA1529'
 DA1529'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1529
 DA1529                          STATION RECOVERY (1997)
 DA1529
 DA1529'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1529'RECOVERED IN GOOD CONDITION.
 DA1529
 DA1529                          STATION RECOVERY (2006)
 DA1529
 DA1529'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0840 ***********************************************************************
 ES0840  DESIGNATION -  AIRPORT
 ES0840  PID         -  ES0840
 ES0840  STATE/COUNTY-  AZ/GILA
 ES0840  USGS QUAD   -  PAYSON NORTH (1973)
 ES0840
 ES0840                         *CURRENT SURVEY CONTROL
 ES0840  ___________________________________________________________________
 ES0840* NAD 83(1992)-  34 15 22.68253(N)    111 20 41.07453(W)     ADJUSTED  
 ES0840* NAVD 88     -      1570.9    (meters)    5154.     (feet)  VERTCON   
 ES0840  ___________________________________________________________________
 ES0840  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ES0840  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 ES0840
 ES0840  HORZ ORDER  -  SECOND
 ES0840
 ES0840.The horizontal coordinates were established by classical geodetic methods
 ES0840.and adjusted by the National Geodetic Survey in August 1993..
 ES0840
 ES0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0840
 ES0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0840
 ES0840.The geoid height was determined by GEOID03.
 ES0840
 ES0840;                    North         East     Units Scale Factor Converg.
 ES0840;SPC AZ E     -   361,709.024   104,859.668   MT  1.00004507   -0 39 47.5
 ES0840;SPC AZ E     - 1,186,709.40    344,027.78   iFT  1.00004507   -0 39 47.5
 ES0840;UTM  12      - 3,790,628.436   468,259.602   MT  0.99961242   -0 11 38.6
 ES0840
 ES0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0840!SPC AZ E     -   0.99975746  x   1.00004507  =   0.99980252
 ES0840!UTM  12      -   0.99975746  x   0.99961242  =   0.99936997
 ES0840
 ES0840:                Primary Azimuth Mark                     Grid Az
 ES0840:SPC AZ E     -  ASH                                      040 21 46.7
 ES0840:UTM  12      -  ASH                                      039 53 37.8
 ES0840
 ES0840|---------------------------------------------------------------------|
 ES0840| PID    Reference Object                     Distance      Geod. Az  |
 ES0840|                                                           dddmmss.s |
 ES0840| ES0842 ASH                                 APPROX. 3.6 KM 0394159.2 |
 ES0840| DZ1274 AIRPORT RM 1                         10.143 METERS 07841     |
 ES0840| DZ1275 AIRPORT RM 2                         10.041 METERS 25735     |
 ES0840|---------------------------------------------------------------------|
 ES0840
 ES0840                          SUPERSEDED SURVEY CONTROL
 ES0840
 ES0840  NAD 83(1986)-  34 15 22.67468(N)    111 20 41.07874(W) AD(       ) 2
 ES0840  NGVD 29 (07/10/87) 1570.2    (m)         5152.     (f) VERT ANG       
 ES0840
 ES0840.Superseded values are not recommended for survey control.
 ES0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0840.See file dsdata.txt to determine how the superseded data were derived.
 ES0840
 ES0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6826090628(NAD 83)
 ES0840_MARKER: DS = TRIANGULATION STATION DISK
 ES0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0840+STABILITY: SURFACE MOTION
 ES0840
 ES0840  HISTORY     - Date     Condition        Report By
 ES0840  HISTORY     - 1981     MONUMENTED       AZDT
 ES0840
 ES0840                          STATION DESCRIPTION
 ES0840
 ES0840'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0840'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF PAYSON AT THE WEST END
 ES0840'OF THE RUNWAY AT THE PAYSON AIRPORT.
 ES0840'
 ES0840'THE STATION MARK IS AN AZDT DISK STAMPED---AIRPORT 1981---SET IN
 ES0840'TOP OF A 10 INCH CONCRETE MONUMENT ABOUT 400 FEET EAST OF THE WEST END
 ES0840'OF THE RUNWAY AND NEAR THE NORTH RIGHT OF WAY FENCE.  THE STATION IS
 ES0840'MARKED WITH A WITNESS POST AND SIGN.
 ES0840'
 ES0840'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AIRPORT RM 1 1980---SET
 ES0840'IN TOP OF A C0NCRETE MONUMENT.
 ES0840'
 ES0840'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AIRPORT RM 2 1980---SET
 ES0840'IN TOP OF A CONCRETE MONUMENT.
 ES0840'
 ES0840'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0840'MAIN STREET FOR 0.6 MILE TO A TRAFFIC LIGHT AT ARIZONA HIGHWAY 87.
 ES0840'TURN LEFT ALONG SR 87 FOR 0.7 MILE TO SR 260, CONTINUE NORTH ALONG
 ES0840'SR 87 FOR 1.2 MILES TO WEST AIRPORT ROAD.  TURN LEFT ON WEST AIRPORT
 ES0840'ROAD FOR 0.9 MILE TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE WEST
 ES0840'FOR 0.5 MILE TO A TRAIL ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL 0.15
 ES0840'MILE TO A T ROAD AT A FENCE CORNER, TURN RIGHT FOR ABOUT 300 FEET TO A
 ES0840'GATE, PASS THROUGH GATE AND CROSS THE WEST END OF RUNWAY AND TRAVEL
 ES0840'DOWN THE NORTH SIDE OF THE RUNWAY STAYING OFF THE RUNWAY.  THE
 ES0840'STATION IS ON THE EAST END OF CUT WHICH IS NORTH OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0346 ***********************************************************************
 CZ0346  DESIGNATION -  AIRPORT 38 RESET
 CZ0346  PID         -  CZ0346
 CZ0346  STATE/COUNTY-  AZ/PINAL
 CZ0346  USGS QUAD   -  RED ROCK (1993)
 CZ0346
 CZ0346                         *CURRENT SURVEY CONTROL
 CZ0346  ___________________________________________________________________
 CZ0346* NAD 83(1992)-  32 36 07.45952(N)    111 20 55.57490(W)     ADJUSTED  
 CZ0346* NAVD 88     -       557.29   (+/-2cm)    1828.4    (feet)  VERTCON   
 CZ0346  ___________________________________________________________________
 CZ0346  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ0346  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0346
 CZ0346  HORZ ORDER  -  SECOND
 CZ0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0346
 CZ0346.The horizontal coordinates were established by classical geodetic methods
 CZ0346.and adjusted by the National Geodetic Survey in August 1993..
 CZ0346
 CZ0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0346.The vertical order pertains to the NGVD 29 superseded value.
 CZ0346
 CZ0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0346
 CZ0346.The geoid height was determined by GEOID03.
 CZ0346
 CZ0346;                    North         East     Units Scale Factor Converg.
 CZ0346;SPC AZ C     -   177,767.717   266,663.685   MT  0.99993502   +0 18 21.6
 CZ0346;SPC AZ C     -   583,227.42    874,880.86   iFT  0.99993502   +0 18 21.6
 CZ0346;UTM  12      - 3,607,227.691   467,273.734   MT  0.99961321   -0 11 16.5
 CZ0346
 CZ0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0346!SPC AZ C     -   0.99991716  x   0.99993502  =   0.99985219
 CZ0346!UTM  12      -   0.99991716  x   0.99961321  =   0.99953041
 CZ0346
 CZ0346:                Primary Azimuth Mark                     Grid Az
 CZ0346:SPC AZ C     -  HIGHWAY 84 STA 3742+8236 1841.04         135 08 08.0
 CZ0346:UTM  12      -  HIGHWAY 84 STA 3742+8236 1841.04         135 37 46.1
 CZ0346
 CZ0346|---------------------------------------------------------------------|
 CZ0346| PID    Reference Object                     Distance      Geod. Az  |
 CZ0346|                                                           dddmmss.s |
 CZ0346| CH4045 HIGHWAY 84 STA 3742+8236 1841.04                   1352629.6 |
 CZ0346| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 7.2 KM 1391023.4 |
 CZ0346| CZ0348 AIRPORT 38 RM 2                      27.235 METERS 27913     |
 CZ0346| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX. 6.1 KM 3070319.9 |
 CZ0346| CZ1928 AIRPORT BCN CEN OF TOWER              5.824 METERS 31608     |
 CZ0346| CZ0347 AIRPORT 38 RM 1                      21.783 METERS 35244     |
 CZ0346|---------------------------------------------------------------------|
 CZ0346
 CZ0346                          SUPERSEDED SURVEY CONTROL
 CZ0346
 CZ0346  NAD 83(1986)-  32 36 07.45367(N)    111 20 55.57542(W) AD(       ) 2
 CZ0346  NAD 27      -  32 36 07.21500(N)    111 20 53.17900(W) AD(       ) 2
 CZ0346  NGVD 29 (??/??/92)  556.922  (m)         1827.17   (f) ADJ UNCH    1 2
 CZ0346
 CZ0346.Superseded values are not recommended for survey control.
 CZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0346.See file dsdata.txt to determine how the superseded data were derived.
 CZ0346
 CZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6727407228(NAD 83)
 CZ0346_MARKER: DS = TRIANGULATION STATION DISK
 CZ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0346_STAMPING: AIRPORT NO 38 1935
 CZ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0346+STABILITY: SURFACE MOTION
 CZ0346
 CZ0346  HISTORY     - Date     Condition        Report By
 CZ0346  HISTORY     - 1935     MONUMENTED       CGS
 CZ0346  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 CZ0346  HISTORY     - 1952     MARK NOT FOUND   CGS
 CZ0346  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ0346  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ0346  HISTORY     - 1960     GOOD             NGS
 CZ0346  HISTORY     - 1973     GOOD             DMA
 CZ0346
 CZ0346                          STATION DESCRIPTION
 CZ0346
 CZ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0346'ON AIRPORT NO. 38, ABOUT 2.1 MILES NORTHWEST OF THE TOWN OF
 CZ0346'RED ROCK.  STATION MARK IS STANDARD BRONZE DISK SET IN A CONCRETE
 CZ0346'ARROW.  AIRPORT BEACON, CENTER OF TOWER IS 5.824 METERS
 CZ0346'(19.11 FEET) FROM STATION  N 43 DEG 52 MIN 2.  REFERENCE
 CZ0346'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,IS
 CZ0346'21.783 METERS (71.47 FEET) FROM STATION.
 CZ0346'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ0346'IS 27.235 METERS (89.35 FEET) FROM STATION.
 CZ0346'A RAILROAD WATER TANK 2 MILES SOUTH OF THE
 CZ0346'STATION  N 59 DEG 08 MIN 50 SEC. W.
 CZ0346
 CZ0346                          STATION RECOVERY (1950)
 CZ0346
 CZ0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (CAA)
 CZ0346'LETTER R.W. WOODWORTH, SUPVR., SOUTHWESTERN DISTRICT, LOS ANGELES,
 CZ0346'CALIF., DATED FEBRUARY 10, 1950--
 CZ0346'
 CZ0346'CIVIL AERONAUTICS ADMINISTRATION REMOVED THE STATION MARK TO
 CZ0346'MAKE WAY FOR IMPROVEMENTS AT THE AIRPORT.  THE REFERENCE
 CZ0346'MARKS ARE STILL INTACT.
 CZ0346
 CZ0346                          STATION RECOVERY (1952)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CZ0346'A THOROUGH SEARCH WAS MADE FOR THE STATION AND IT WAS NOT
 CZ0346'RECOVERED.  THE REFERENCE MARKS ARE LOCATED 2.2 MILES NW OF
 CZ0346'RED ROCK.  TO REACH THE REFERENCE MARKS FOLLOW STATE HIGHWAY
 CZ0346'84 NW FOR 2.1 MILES, THENCE FOLLOW A GRAVEL ROAD 0.1 MILE SW
 CZ0346'TO THE NW ENTRANCE TO THE RED ROCK AIRPORT (ABANDONED).
 CZ0346'
 CZ0346'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED AIRPORT NO
 CZ0346'38 NO 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0346'0.4 FOOT ABOVE THE GROUND.  IT IS 97.26 FEET NE OF R.M. 2,
 CZ0346'56 FEET NE OF THE CENTER LINE OF THE ENTRANCE, 44.5 FET
 CZ0346'NE OF A RED AND ORANGE AND SILVER PAINTED POLE, 30 FEET
 CZ0346'SE OF THE GRAVEL ROAD, AND 1.7 FEET NE OF A WHITE PAINTED
 CZ0346'WOODEN WITNESS POST.
 CZ0346'
 CZ0346'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED AIRPORT
 CZ0346'NO 38 NO 2 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0346'0.4 FOOT ABOVE THE GROUND.  IT IS 97.26 FEET SW OF R.M. 1, 52.8
 CZ0346'FEET SW OF A RED AND SILVER PAINTED POLE, 41 FEET SW OF
 CZ0346'THE CENTER LINE OF THE ENTRANCE, 34 FEET SE OF THE CENTER LINE
 CZ0346'OF A GRAVEL ROAD, AND 1.5 FEET SW OF A WHITE PAINTED WITNESS
 CZ0346'POST.
 CZ0346
 CZ0346                          STATION RECOVERY (1959)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0346'STATION MARK WAS NOT RECOVERED, IT IS BELIEVED TO HAVE BEEN
 CZ0346'DESTROYED WHEN THE AIRWAY BEACON WAS REMOVED AT THIS LOCATION.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS FOUND IN
 CZ0346'GOOD CONDITION.
 CZ0346
 CZ0346                          STATION RECOVERY (1960)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0346'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 CZ0346'AND FOUND IN GOOD CONDITION.  THE STATION MARK HAD BEEN DESTROYED.
 CZ0346'THE STATION MARK WAS RE-ESTABLISHED FROM THE DATA OFF THE
 CZ0346'REFERENCE MARKS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ0346'
 CZ0346'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF MARANA, ABOUT
 CZ0346'2 MILES NORTHWEST OF THE RAILROAD SIDING AT RED ROCK AND 0.1
 CZ0346'MILE WEST OF STATE HIGHWAY 84 AT MILE POST 209 AT THE NORTHWEST
 CZ0346'EDGE OF AN ABANDONED AIRPORT.
 CZ0346'
 CZ0346'TO REACH THE STATION FROM THE POST OFFICE AT MARANA GO NORTHWEST
 CZ0346'ON STATE HIGHWAY 84 FOR 10.7 MILES TO THE RED ROCK RAILROAD
 CZ0346'SIDING ON THE RIGHT, CONTINUE NORTHWEST ON STATE HIGHWAY 84 FOR
 CZ0346'1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 CZ0346'ON STATE HIGHWAY 84 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 CZ0346'LEFT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE
 CZ0346'TO THE STATION AND REFERENCE MARKS ON THE LEFT.
 CZ0346'
 CZ0346'THE STATION MARK, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 4 INCHES.  IT IS 59 FEET SOUTHEAST OF A TELEPHONE POLE
 CZ0346'PAINTED RED AND WHITE NO LONGER USED AND 2.2 FEET SOUTH OF
 CZ0346'THE WITNESS POST.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 1, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 2 INCHES.  IT IS 43 FEET NORTHWEST OF THE TELEPHONE
 CZ0346'POLE AND 31 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 CZ0346'ROAD.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 2, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 6 INCHES.  IT IS 53 FEET NORTHEAST OF THE TELEPHONE
 CZ0346'POLE AND 40 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.
 CZ0346'
 CZ0346'THE ARIZONA HIGHWAY DEPT. ELEV. DISK, STAMPED 1841.04 3742+8236,
 CZ0346'WAS USED FOR THE AZIMUTH MARK.  THE DISK IS CEMENTED IN A
 CZ0346'DRILL HOLE IN THE WEST HEAD WALL OF A CONCRETE CULVERT, 20
 CZ0346'FEET WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC LANE
 CZ0346'OF STATE HIGHWAY 84.
 CZ0346'
 CZ0346'DISTANCE BETWEEN REFERENCE MARKS 29.655 METERS, MEASURED THIS
 CZ0346'DATE TO VERIFY THE RESETTNG OF STATION MARK.
 CZ0346
 CZ0346                          STATION RECOVERY (1960)
 CZ0346
 CZ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0346'12.5 MI NW FROM MARANA.
 CZ0346'12.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0346'MARANA, 0.1 MILE WEST OF MILEPOST 209, 59 FEET SOUTHEAST OF A RED AND
 CZ0346'WHITE PAINTED TELEPHONE POLE, 2 FEET SOUTH OF THE WITNESS POST, SET IN
 CZ0346'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ0346
 CZ0346                          STATION RECOVERY (1973)
 CZ0346
 CZ0346'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (ALB)
 CZ0346'AIRPORT NO. 38 1935-GOOD
 CZ0346'
 CZ0346'DESCRIPTION SHOULD READ WEST OF SOUTH BOUND LANE OF INTERSTATE
 CZ0346'10 INSTEAD OF HIGHWAY 84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0347 ***********************************************************************
 CZ0347  DESIGNATION -  AIRPORT 38 RM 1
 CZ0347  PID         -  CZ0347
 CZ0347  STATE/COUNTY-  AZ/PINAL
 CZ0347  USGS QUAD   -  RED ROCK (1993)
 CZ0347
 CZ0347                         *CURRENT SURVEY CONTROL
 CZ0347  ___________________________________________________________________
 CZ0347* NAD 83(1986)-  32 36 06.     (N)    111 20 54.     (W)     SCALED    
 CZ0347* NAVD 88     -       557.20   (+/-2cm)    1828.1    (feet)  VERTCON   
 CZ0347  ___________________________________________________________________
 CZ0347  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0347
 CZ0347  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0347
 CZ0347.The horizontal coordinates were scaled from a topographic map and have
 CZ0347.an estimated accuracy of +/- 6 seconds.
 CZ0347
 CZ0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0347.The vertical order pertains to the NGVD 29 superseded value.
 CZ0347
 CZ0347.The geoid height was determined by GEOID03.
 CZ0347
 CZ0347;                    North         East    Units  Estimated Accuracy
 CZ0347;SPC AZ C     -   177,720.      266,710.      MT  (+/- 180 meters Scaled)
 CZ0347
 CZ0347                          SUPERSEDED SURVEY CONTROL
 CZ0347
 CZ0347  NGVD 29 (??/??/92)  556.838  (m)         1826.89   (f) ADJ UNCH    1 2
 CZ0347
 CZ0347.Superseded values are not recommended for survey control.
 CZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0347.See file dsdata.txt to determine how the superseded data were derived.
 CZ0347
 CZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673071(NAD 83)
 CZ0347_MARKER: DR = REFERENCE MARK DISK
 CZ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0347_STAMPING: AIRPORT NO. 38 NO. 1 1935
 CZ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0347+STABILITY: SURFACE MOTION
 CZ0347
 CZ0347  HISTORY     - Date     Condition        Report By
 CZ0347  HISTORY     - 1935     MONUMENTED       CGS
 CZ0347  HISTORY     - 1952     GOOD             NGS
 CZ0347  HISTORY     - 1960     GOOD             NGS
 CZ0347
 CZ0347                          STATION DESCRIPTION
 CZ0347
 CZ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0347'2.2 MI NW FROM RED ROCK.
 CZ0347'2.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0347'STATION AT RED ROCK, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 CZ0347'AT THE NORTHWEST GRAVELED ENTRANCE TO THE ABANDONED RED ROCK AIRPORT,
 CZ0347'AMONG THE RUINS OF THE AIRPORT STRUCTURES 97.3 FEET NORTHEAST OF RM
 CZ0347'NO. 2, 56 FEET NORTHEAST OF THE CENTER LINE OF THE ENTRANCE, 44.5 FEET
 CZ0347'NORTHEAST OF A SILVER AND OARANGE PAINTED POWER POLE, 30 FEET
 CZ0347'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.7 FEET NORTHEAST OF A
 CZ0347'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0347'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0347
 CZ0347                          STATION RECOVERY (1960)
 CZ0347
 CZ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0348 ***********************************************************************
 CZ0348  DESIGNATION -  AIRPORT 38 RM 2
 CZ0348  PID         -  CZ0348
 CZ0348  STATE/COUNTY-  AZ/PINAL
 CZ0348  USGS QUAD   -  RED ROCK (1993)
 CZ0348
 CZ0348                         *CURRENT SURVEY CONTROL
 CZ0348  ___________________________________________________________________
 CZ0348* NAD 83(1986)-  32 36 06.     (N)    111 20 54.     (W)     SCALED    
 CZ0348* NAVD 88     -       557.08   (+/-2cm)    1827.7    (feet)  VERTCON   
 CZ0348  ___________________________________________________________________
 CZ0348  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0348
 CZ0348  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0348
 CZ0348.The horizontal coordinates were scaled from a topographic map and have
 CZ0348.an estimated accuracy of +/- 6 seconds.
 CZ0348
 CZ0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0348.The vertical order pertains to the NGVD 29 superseded value.
 CZ0348
 CZ0348.The geoid height was determined by GEOID03.
 CZ0348
 CZ0348;                    North         East    Units  Estimated Accuracy
 CZ0348;SPC AZ C     -   177,720.      266,710.      MT  (+/- 180 meters Scaled)
 CZ0348
 CZ0348                          SUPERSEDED SURVEY CONTROL
 CZ0348
 CZ0348  NGVD 29 (??/??/92)  556.720  (m)         1826.51   (f) ADJ UNCH    1 2
 CZ0348
 CZ0348.Superseded values are not recommended for survey control.
 CZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0348.See file dsdata.txt to determine how the superseded data were derived.
 CZ0348
 CZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673071(NAD 83)
 CZ0348_MARKER: DR = REFERENCE MARK DISK
 CZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0348_STAMPING: AIRPORT NO. 38 NO. 2 1935
 CZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0348+STABILITY: SURFACE MOTION
 CZ0348
 CZ0348  HISTORY     - Date     Condition        Report By
 CZ0348  HISTORY     - 1935     MONUMENTED       CGS
 CZ0348  HISTORY     - 1952     GOOD             NGS
 CZ0348  HISTORY     - 1960     GOOD             NGS
 CZ0348
 CZ0348                          STATION DESCRIPTION
 CZ0348
 CZ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0348'2.2 MI NW FROM RED ROCK.
 CZ0348'2.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0348'STATION AT RED ROCK, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 CZ0348'AT THE NORTHWEST GRAVELED ENTRANCE TO THE ABANDONED RED ROCK AIRPORT,
 CZ0348'AMONG THE RUINS OF THE AIRPORT STRUCTURES, 97.3 FEET SOUTHWEST OF RM
 CZ0348'NO. 1, 52.8 FEET SOUTHWEST OF A SILVER AND ORANGE PAINTED POWER POLE,
 CZ0348'41 FEET SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE, 34 FEET
 CZ0348'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.5 FEET SOUTHWEST OF A
 CZ0348'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0348'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0348
 CZ0348                          STATION RECOVERY (1960)
 CZ0348
 CZ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1928 ***********************************************************************
 CZ1928  DESIGNATION -  AIRPORT BCN CEN OF TOWER
 CZ1928  PID         -  CZ1928
 CZ1928  STATE/COUNTY-  AZ/PINAL
 CZ1928  USGS QUAD   -  RED ROCK (1993)
 CZ1928
 CZ1928                         *CURRENT SURVEY CONTROL
 CZ1928  ___________________________________________________________________
 CZ1928* NAD 83(1992)-  32 36 07.59582(N)    111 20 55.72970(W)     ADJUSTED  
 CZ1928* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 CZ1928  ___________________________________________________________________
 CZ1928  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ1928  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1928
 CZ1928  HORZ ORDER  -  THIRD
 CZ1928
 CZ1928.The horizontal coordinates were established by classical geodetic methods
 CZ1928.and adjusted by the National Geodetic Survey in August 1993..
 CZ1928
 CZ1928.The orthometric height was scaled from a topographic map.
 CZ1928
 CZ1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1928
 CZ1928.The geoid height was determined by GEOID03.
 CZ1928
 CZ1928;                    North         East     Units Scale Factor Converg.
 CZ1928;SPC AZ C     -   177,771.894   266,659.627   MT  0.99993502   +0 18 21.5
 CZ1928;SPC AZ C     -   583,241.12    874,867.54   iFT  0.99993502   +0 18 21.5
 CZ1928;UTM  12      - 3,607,231.901   467,269.712   MT  0.99961321   -0 11 16.6
 CZ1928
 CZ1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1928!SPC AZ C     -   0.99991715  x   0.99993502  =   0.99985218
 CZ1928!UTM  12      -   0.99991715  x   0.99961321  =   0.99953039
 CZ1928
 CZ1928                          SUPERSEDED SURVEY CONTROL
 CZ1928
 CZ1928  NAD 83(1986)-  32 36 07.59002(N)    111 20 55.73017(W) AD(       ) 4
 CZ1928  NAD 27      -  32 36 07.35100(N)    111 20 53.33400(W) AD(       ) 3
 CZ1928
 CZ1928.Superseded values are not recommended for survey control.
 CZ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1928.See file dsdata.txt to determine how the superseded data were derived.
 CZ1928
 CZ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6727007232(NAD 83)
 CZ1928_MARKER: 21 = AIRPORT BEACON
 CZ1928
 CZ1928  HISTORY     - Date     Condition        Report By
 CZ1928  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1928  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 CZ1928
 CZ1928                          STATION DESCRIPTION
 CZ1928
 CZ1928'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0647 ***********************************************************************
 FQ0647  DESIGNATION -  AIRPORT BCN FLAGSTAFF MUN APT
 FQ0647  PID         -  FQ0647
 FQ0647  STATE/COUNTY-  AZ/COCONINO
 FQ0647  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0647
 FQ0647                         *CURRENT SURVEY CONTROL
 FQ0647  ___________________________________________________________________
 FQ0647* NAD 83(1992)-  35 08 10.35502(N)    111 40 37.75705(W)     ADJUSTED  
 FQ0647* NAVD 88     -                                                        
 FQ0647  ___________________________________________________________________
 FQ0647  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FQ0647  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0647
 FQ0647  HORZ ORDER  -  THIRD
 FQ0647
 FQ0647.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0647
 FQ0647.The horizontal coordinates were established by classical geodetic methods
 FQ0647.and adjusted by the National Geodetic Survey in August 1993..
 FQ0647
 FQ0647
 FQ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0647
 FQ0647.The geoid height was determined by GEOID03.
 FQ0647
 FQ0647;                    North         East     Units Scale Factor Converg.
 FQ0647;SPC AZ C     -   458,710.316   235,186.151   MT  0.99990587   +0 08 16.2
 FQ0647;SPC AZ C     - 1,504,955.10    771,608.11   iFT  0.99990587   +0 08 16.2
 FQ0647;UTM  12      - 3,888,358.182   438,310.591   MT  0.99964690   -0 23 23.0
 FQ0647
 FQ0647                          SUPERSEDED SURVEY CONTROL
 FQ0647
 FQ0647  NAD 83(1986)-  35 08 10.34553(N)    111 40 37.78248(W) AD(       ) 4
 FQ0647  NAD 27      -  35 08 10.32400(N)    111 40 35.15600(W) AD(       ) 3
 FQ0647
 FQ0647.Superseded values are not recommended for survey control.
 FQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0647.See file dsdata.txt to determine how the superseded data were derived.
 FQ0647
 FQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3831188358(NAD 83)
 FQ0647_MARKER: 21 = AIRPORT BEACON
 FQ0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0647+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0647
 FQ0647  HISTORY     - Date     Condition        Report By
 FQ0647  HISTORY     - 1960     FIRST OBSERVED   CGS
 FQ0647  HISTORY     - 1981     GOOD             NGS
 FQ0647  HISTORY     - 19940615 GOOD             NGS
 FQ0647  HISTORY     - 19961002 GOOD             USPSQD
 FQ0647  HISTORY     - 20050929 GOOD             USPSQD
 FQ0647
 FQ0647                          STATION DESCRIPTION
 FQ0647
 FQ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0647'ON THE WEST SIDE OF THE AIRPORT, 280 FT. WEST OF THE
 FQ0647'ADMINISTRATION BUILDING.  250 FT NW OF NW CORNER OF THE STONE
 FQ0647'HANGAR.  60 FT. N. OF AIRPORT ACCESS ROAD IN A TRIANGLE FORMED
 FQ0647'BY ROADS.  A STANDARD FAA BEACON SHOWING GREEN AND CLEAR MOUNTED
 FQ0647'ON A FOUR LEGGED STEEL TOWER AND IS 66 FT HIGH.  POINT OBSERVED
 FQ0647'ON CL OF LIGHT.
 FQ0647
 FQ0647                          STATION RECOVERY (1981)
 FQ0647
 FQ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0647'RECOVERED AS DESCRIBED.
 FQ0647'
 FQ0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 FQ0647'FLAGSTAFF.
 FQ0647
 FQ0647                          STATION RECOVERY (1994)
 FQ0647
 FQ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DLA)
 FQ0647'ON THE WEST SIDE OF THE AIRPORT, 280 FT (85.3 M) W OF THE
 FQ0647'ADMINISTRATION BLDG, 250 FT (76.2 M) NW OF THE NW CORNER OF A STONE
 FQ0647'HANGAR 60 FT (18.3 M) N OF AIRPORT ACCESS ROAD IN A TRIANGLE FORMED BY
 FQ0647'ROADS.  A STANDARD GREEN AND WHITE ROTATING BEACON ATOP A FOUR LEGGED
 FQ0647'STEEL TOWER 60 FT (18.3 M) HIGH.
 FQ0647
 FQ0647                          STATION RECOVERY (1996)
 FQ0647
 FQ0647'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0647'RECOVERED IN GOOD CONDITION.
 FQ0647
 FQ0647                          STATION RECOVERY (2005)
 FQ0647
 FQ0647'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0647'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1980 ***********************************************************************
 CZ1980  DESIGNATION -  AIRWAY BCN RYAN FIELD TUCSON
 CZ1980  PID         -  CZ1980
 CZ1980  STATE/COUNTY-  AZ/PIMA
 CZ1980  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ1980
 CZ1980                         *CURRENT SURVEY CONTROL
 CZ1980  ___________________________________________________________________
 CZ1980* NAD 83(1992)-  32 08 07.84927(N)    111 10 11.50660(W)     ADJUSTED  
 CZ1980* NAVD 88     -                                                        
 CZ1980  ___________________________________________________________________
 CZ1980  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 CZ1980  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ1980
 CZ1980  HORZ ORDER  -  THIRD
 CZ1980
 CZ1980.This mark is at Ryan Field Airport (RYN)
 CZ1980
 CZ1980.The horizontal coordinates were established by classical geodetic methods
 CZ1980.and adjusted by the National Geodetic Survey in August 1993..
 CZ1980
 CZ1980
 CZ1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1980
 CZ1980.The geoid height was determined by GEOID03.
 CZ1980
 CZ1980;                    North         East     Units Scale Factor Converg.
 CZ1980;SPC AZ C     -   126,136.618   283,817.669   MT  0.99996120   +0 23 50.1
 CZ1980;SPC AZ C     -   413,834.05    931,160.33   iFT  0.99996120   +0 23 50.1
 CZ1980;UTM  12      - 3,555,469.156   483,979.170   MT  0.99960317   -0 05 25.3
 CZ1980
 CZ1980                          SUPERSEDED SURVEY CONTROL
 CZ1980
 CZ1980  NAD 83(1986)-  32 08 07.84424(N)    111 10 11.50581(W) AD(       ) 4
 CZ1980  NAD 27      -  32 08 07.56600(N)    111 10 09.15000(W) AD(       ) 3
 CZ1980
 CZ1980.Superseded values are not recommended for survey control.
 CZ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1980.See file dsdata.txt to determine how the superseded data were derived.
 CZ1980
 CZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8397955469(NAD 83)
 CZ1980_MARKER: 21 = AIRPORT BEACON
 CZ1980
 CZ1980  HISTORY     - Date     Condition        Report By
 CZ1980  HISTORY     - 1962     FIRST OBSERVED   CGS
 CZ1980  HISTORY     - 1976     GOOD             NGS
 CZ1980  HISTORY     - 1979     GOOD             NGS
 CZ1980  HISTORY     - 1982     GOOD             NGS
 CZ1980  HISTORY     - 19950107 GOOD             USPSQD
 CZ1980  HISTORY     - 19990105 GOOD             USPSQD
 CZ1980  HISTORY     - 20011210 GOOD             NGS
 CZ1980
 CZ1980                          STATION DESCRIPTION
 CZ1980
 CZ1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1980'THE STATION IS 15 MILES, AIR LINE, SOUTH-SOUTHWEST OF TUCSON
 CZ1980'AND AT AN AIR STRIP KNOWN AS RYAN FIELD.  IT IS 0.15 MILE
 CZ1980'SOUTH OF THE EAST-WEST TAXI STRIP, 0.05 MILE NORTH OF STATE
 CZ1980'HIGHWAY 86 AND 42 FEET EAST OF THE CENTERLINE OF A DIRT
 CZ1980'ROAD LEADING TO THE HANGERS.
 CZ1980'
 CZ1980'THE STATION IS A STANDARD ROTATING BEACON LIGHT ATOP A STEEL,
 CZ1980'4-LEGGED STRUCTURE PAINTED IN ALTERNATE SECTION OF ORANGE
 CZ1980'AND WHITE.  THE CENTER OF THE GREEN ROTATING LIGHT WHICH IS
 CZ1980'60 FEET ABOVE THE GROUND, IS THE POINT INTERSECTED.
 CZ1980
 CZ1980                          STATION RECOVERY (1976)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 CZ1980'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE FOUR OUTER
 CZ1980'TOWERS HAVE BEEN REMOVED.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH,
 CZ1980'SOUTHWEST OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1979)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 CZ1980'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CZ1980'ORIGINALLY DESCRIBED.  THE FACILITY NOW SERVES AS AN AIRPORT BEACON.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN FIELD
 CZ1980'(AIRPORT) 14 MILES SW OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1982)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 CZ1980'RECOVERED IN GOOD CONDITION.  THE BEACON NOW FLASHED GREEN AND
 CZ1980'WHITE AND SERVES AS THE AIRPORT BEACON FOR RYAN FIELD.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN FIELD
 CZ1980'(AIRPORT) 14 MI. SW OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1995)
 CZ1980
 CZ1980'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1980'RECOVERED IN GOOD CONDITION.
 CZ1980
 CZ1980                          STATION RECOVERY (1999)
 CZ1980
 CZ1980'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1980'RECOVERED IN GOOD CONDITION.
 CZ1980
 CZ1980                          STATION RECOVERY (2001)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1821 ***********************************************************************
 CZ1821  DESIGNATION -  AIRWAY BEACON 12
 CZ1821  PID         -  CZ1821
 CZ1821  STATE/COUNTY-  AZ/PIMA
 CZ1821  USGS QUAD   -  VAIL (1981)
 CZ1821
 CZ1821                         *CURRENT SURVEY CONTROL
 CZ1821  ___________________________________________________________________
 CZ1821* NAD 83(1992)-  32 03 43.66343(N)    110 39 06.95973(W)     ADJUSTED  
 CZ1821* NAVD 88     -                                                        
 CZ1821  ___________________________________________________________________
 CZ1821  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 CZ1821  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CZ1821
 CZ1821  HORZ ORDER  -  THIRD
 CZ1821
 CZ1821.The horizontal coordinates were established by classical geodetic methods
 CZ1821.and adjusted by the National Geodetic Survey in August 1993..
 CZ1821
 CZ1821
 CZ1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1821
 CZ1821.The geoid height was determined by GEOID03.
 CZ1821
 CZ1821;                    North         East     Units Scale Factor Converg.
 CZ1821;SPC AZ C     -   118,455.354   332,780.300   MT  1.00007582   +0 40 17.2
 CZ1821;SPC AZ C     -   388,633.05  1,091,798.88   iFT  1.00007582   +0 40 17.2
 CZ1821;UTM  12      - 3,547,375.203   532,854.664   MT  0.99961331   +0 11 05.2
 CZ1821
 CZ1821                          SUPERSEDED SURVEY CONTROL
 CZ1821
 CZ1821  NAD 83(1986)-  32 03 43.65853(N)    110 39 06.95880(W) AD(       ) 4
 CZ1821  NAD 27      -  32 03 43.36800(N)    110 39 04.67100(W) AD(       ) 3
 CZ1821
 CZ1821.Superseded values are not recommended for survey control.
 CZ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1821.See file dsdata.txt to determine how the superseded data were derived.
 CZ1821
 CZ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3285547375(NAD 83)
 CZ1821_MARKER: 22 = AIRWAY BEACON
 CZ1821
 CZ1821  HISTORY     - Date     Condition        Report By
 CZ1821  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1821  HISTORY     - 1960     GOOD             CGS
 CZ1821
 CZ1821                          STATION DESCRIPTION
 CZ1821
 CZ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1821'THE STATION IS 4-1/2 MILES WEST AND 4-1/2 MILES NORTH OF THE
 CZ1821'PANTANO RAILROAD SIDING, 4. MILES EAST AND 2-1/2 MILES NORTH OF
 CZ1821'THE VAIL JUNCTION ON U.S. HIGHWAY 80, 16 MILES SOUTHEAST OF
 CZ1821'TUCSON.  IT IS ON THE MOST SOUTHWESTERN ONE AND HIGHEST OF THE
 CZ1821'PISTOL HILL.
 CZ1821'
 CZ1821'IT IS A STANDARD 4 LEGGED STEEL BEACON STRUCTURE APPROXIMATELY
 CZ1821'50 FEET HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT.
 CZ1821'
 CZ1821'PREVIOUSLY LISTED AS AVIATION BEACON NO. 43, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1965 ***********************************************************************
 CZ1965  DESIGNATION -  AIRWAY BEACON 8
 CZ1965  PID         -  CZ1965
 CZ1965  STATE/COUNTY-  AZ/PIMA
 CZ1965  USGS QUAD   -  MARANA (1992)
 CZ1965
 CZ1965                         *CURRENT SURVEY CONTROL
 CZ1965  ___________________________________________________________________
 CZ1965* NAD 83(1992)-  32 23 20.93823(N)    111 08 44.83749(W)     ADJUSTED  
 CZ1965* NAVD 88     -                                                        
 CZ1965  ___________________________________________________________________
 CZ1965  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 CZ1965  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ1965
 CZ1965  HORZ ORDER  -  THIRD
 CZ1965
 CZ1965.The horizontal coordinates were established by classical geodetic methods
 CZ1965.and adjusted by the National Geodetic Survey in August 1993..
 CZ1965
 CZ1965
 CZ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1965
 CZ1965.The geoid height was determined by GEOID03.
 CZ1965
 CZ1965;                    North         East     Units Scale Factor Converg.
 CZ1965;SPC AZ C     -   154,276.946   285,887.078   MT  0.99996485   +0 24 46.6
 CZ1965;SPC AZ C     -   506,157.96    937,949.73   iFT  0.99996485   +0 24 46.6
 CZ1965;UTM  12      - 3,583,580.652   486,287.998   MT  0.99960232   -0 04 41.1
 CZ1965
 CZ1965                          SUPERSEDED SURVEY CONTROL
 CZ1965
 CZ1965  NAD 83(1986)-  32 23 20.93547(N)    111 08 44.83625(W) AD(       ) 4
 CZ1965  NAD 27      -  32 23 20.67400(N)    111 08 42.47900(W) AD(       ) 3
 CZ1965
 CZ1965.Superseded values are not recommended for survey control.
 CZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1965.See file dsdata.txt to determine how the superseded data were derived.
 CZ1965
 CZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8628883581(NAD 83)
 CZ1965_MARKER: 22 = AIRWAY BEACON
 CZ1965
 CZ1965  HISTORY     - Date     Condition        Report By
 CZ1965  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1965  HISTORY     - 1962     GOOD             CGS
 CZ1965
 CZ1965                          STATION DESCRIPTION
 CZ1965
 CZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1965'THE STATION IS LOCATED 2 MILES SOUTH OF RILLITO, 2 MILES
 CZ1965'WEST OF STATE HIGHWAY 84, ON THE TOP OF A GROUP OF LOW MOUNTAINS
 CZ1965'WHICH RUN IN A NORTH-SOUTH DIRECTION.
 CZ1965'
 CZ1965'IT IS A FOUR-LEGGED STEEL TOWER WITH A LARGE BEACON ON TOP AND
 CZ1965'IS PAINTED SILVER IN COLOR AND THE BEACON IS PAINTED RED,
 CZ1965'AND IS ABOUT 60 FOOT TALL, THE LIGHT SPINDLE WAS THE POINT
 CZ1965'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2116 ***********************************************************************
 DU2116  DESIGNATION -  AIRWAY BEACON AT AIRPORT 34 A
 DU2116  PID         -  DU2116
 DU2116  STATE/COUNTY-  AZ/PINAL
 DU2116  USGS QUAD   -  SACATON (1981)
 DU2116
 DU2116                         *CURRENT SURVEY CONTROL
 DU2116  ___________________________________________________________________
 DU2116* NAD 83(1992)-  33 04 11.63481(N)    111 43 42.94674(W)     ADJUSTED  
 DU2116* NAVD 88     -                                                        
 DU2116  ___________________________________________________________________
 DU2116  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DU2116  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU2116
 DU2116  HORZ ORDER  -  THIRD
 DU2116
 DU2116.The horizontal coordinates were established by classical geodetic methods
 DU2116.and adjusted by the National Geodetic Survey in August 1993..
 DU2116
 DU2116
 DU2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2116
 DU2116.The geoid height was determined by GEOID03.
 DU2116
 DU2116;                    North         East     Units Scale Factor Converg.
 DU2116;SPC AZ C     -   229,518.598   230,920.164   MT  0.99990380   +0 06 09.4
 DU2116;SPC AZ C     -   753,013.77    757,612.09   iFT  0.99990380   +0 06 09.4
 DU2116;UTM  12      - 3,659,271.910   431,990.539   MT  0.99965703   -0 23 51.3
 DU2116
 DU2116                          SUPERSEDED SURVEY CONTROL
 DU2116
 DU2116  NAD 83(1986)-  33 04 11.62670(N)    111 43 42.95081(W) AD(       ) 4
 DU2116  NAD 27      -  33 04 11.42000(N)    111 43 40.47000(W) AD(       ) 3
 DU2116
 DU2116.Superseded values are not recommended for survey control.
 DU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2116.See file dsdata.txt to determine how the superseded data were derived.
 DU2116
 DU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3199159272(NAD 83)
 DU2116_MARKER: 22 = AIRWAY BEACON
 DU2116
 DU2116  HISTORY     - Date     Condition        Report By
 DU2116  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2116
 DU2116                          STATION DESCRIPTION
 DU2116
 DU2116'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1930 ***********************************************************************
 CZ1930  DESIGNATION -  AIRWAY BEACON W OF AIRPORT 38
 CZ1930  PID         -  CZ1930
 CZ1930  STATE/COUNTY-  AZ/PINAL
 CZ1930  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ1930
 CZ1930                         *CURRENT SURVEY CONTROL
 CZ1930  ___________________________________________________________________
 CZ1930* NAD 83(1992)-  32 34 00.25175(N)    111 23 41.69208(W)     ADJUSTED  
 CZ1930* NAVD 88     -                                                        
 CZ1930  ___________________________________________________________________
 CZ1930  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CZ1930  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1930
 CZ1930  HORZ ORDER  -  THIRD
 CZ1930
 CZ1930.The horizontal coordinates were established by classical geodetic methods
 CZ1930.and adjusted by the National Geodetic Survey in August 1993..
 CZ1930
 CZ1930
 CZ1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1930
 CZ1930.The geoid height was determined by GEOID03.
 CZ1930
 CZ1930;                    North         East     Units Scale Factor Converg.
 CZ1930;SPC AZ C     -   173,827.245   262,351.725   MT  0.99992959   +0 16 51.1
 CZ1930;SPC AZ C     -   570,299.36    860,734.01   iFT  0.99992959   +0 16 51.1
 CZ1930;UTM  12      - 3,603,325.756   462,929.361   MT  0.99961695   -0 12 45.3
 CZ1930
 CZ1930                          SUPERSEDED SURVEY CONTROL
 CZ1930
 CZ1930  NAD 83(1986)-  32 34 00.24565(N)    111 23 41.69237(W) AD(       ) 4
 CZ1930  NAD 27      -  32 34 00.00700(N)    111 23 39.29300(W) AD(       ) 3
 CZ1930
 CZ1930.Superseded values are not recommended for survey control.
 CZ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1930.See file dsdata.txt to determine how the superseded data were derived.
 CZ1930
 CZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6292903326(NAD 83)
 CZ1930_MARKER: 22 = AIRWAY BEACON
 CZ1930
 CZ1930  HISTORY     - Date     Condition        Report By
 CZ1930  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1930
 CZ1930                          STATION DESCRIPTION
 CZ1930
 CZ1930'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2119 ***********************************************************************
 DU2119  DESIGNATION -  AIRWAYS
 DU2119  PID         -  DU2119
 DU2119  STATE/COUNTY-  AZ/PINAL
 DU2119  USGS QUAD   -  SACATON (1981)
 DU2119
 DU2119                         *CURRENT SURVEY CONTROL
 DU2119  ___________________________________________________________________
 DU2119* NAD 83(1992)-  33 03 46.88728(N)    111 44 13.78086(W)     ADJUSTED  
 DU2119* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 DU2119  ___________________________________________________________________
 DU2119  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DU2119  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU2119
 DU2119  HORZ ORDER  -  FIRST
 DU2119
 DU2119.The horizontal coordinates were established by classical geodetic methods
 DU2119.and adjusted by the National Geodetic Survey in August 1993..
 DU2119
 DU2119.The orthometric height was scaled from a topographic map.
 DU2119
 DU2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2119
 DU2119.The geoid height was determined by GEOID03.
 DU2119
 DU2119;                    North         East     Units Scale Factor Converg.
 DU2119;SPC AZ C     -   228,754.873   230,121.747   MT  0.99990346   +0 05 52.6
 DU2119;SPC AZ C     -   750,508.11    754,992.61   iFT  0.99990346   +0 05 52.6
 DU2119;UTM  12      - 3,658,515.369   431,185.684   MT  0.99965839   -0 24 07.9
 DU2119
 DU2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2119!SPC AZ C     -   0.99994213  x   0.99990346  =   0.99984560
 DU2119!UTM  12      -   0.99994213  x   0.99965839  =   0.99960054
 DU2119
 DU2119|---------------------------------------------------------------------|
 DU2119| PID    Reference Object                     Distance      Geod. Az  |
 DU2119|                                                           dddmmss.s |
 DU2119| CH4051 AIRWAYS RM 1                         12.092 METERS 11815     |
 DU2119| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX. 2.1 KM 1700341.4 |
 DU2119| CH4050 AIRWAYS AZ MK                                      1825824.2 |
 DU2119| CH4052 AIRWAYS RM 2                         12.885 METERS 20100     |
 DU2119|---------------------------------------------------------------------|
 DU2119
 DU2119                          SUPERSEDED SURVEY CONTROL
 DU2119
 DU2119  NAD 83(1986)-  33 03 46.87973(N)    111 44 13.78392(W) AD(       ) 1
 DU2119  NAD 27      -  33 03 46.67500(N)    111 44 11.30700(W) AD(       ) 1
 DU2119
 DU2119.Superseded values are not recommended for survey control.
 DU2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2119.See file dsdata.txt to determine how the superseded data were derived.
 DU2119
 DU2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3118658515(NAD 83)
 DU2119_MARKER: DS = TRIANGULATION STATION DISK
 DU2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2119
 DU2119  HISTORY     - Date     Condition        Report By
 DU2119  HISTORY     - 1935     MONUMENTED       CGS
 DU2119
 DU2119                          STATION DESCRIPTION
 DU2119
 DU2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2119'AT THE SOUTHWEST CORNER OF THE FIELD HOUSE JUST OUTSIDE OF
 DU2119'THE FENCE AT THE U.S. DEPARTMENT OF COMMERCE DAY LANDING FIELD
 DU2119'AT SACATON.  MARKED BY STANDARD BRONZE DISKS.
 DU2119'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DU2119'REFERENCE DISK, IS IN THE PAVED WALK JUST UNDER THE BEACON
 DU2119'TOWER AND 12.092 METERS (39.67 FEET) FROM STATION
 DU2119'N 88 DEG 56 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2119'REFERENCE DISK, IS IN THE SQUARE CONCRETE POST AT
 DU2119'THE SOUTHWEST CORNER OF THE FENCE AND 12.885 METERS (42.27
 DU2119'FEET) FROM STATION S 21 DEG 01 MIN W.  THE AZIMUTH MARK,
 DU2119'A STANDARD BRONZE DISK, IS IN THE CONCRETE FLOODGATE
 DU2119'JUST NORTH OF THE CANAL BRIDGE THAT CAN BE SEEN SOUTH OF THE
 DU2119'STATION, ON THE EAST SIDE OF THE ROAD, AND ABOUT 0.6 MILE
 DU2119'DISTANT S 02 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2264 ***********************************************************************
 DV2264  DESIGNATION -  AIRWICK
 DV2264  PID         -  DV2264
 DV2264  STATE/COUNTY-  AZ/MARICOPA
 DV2264  USGS QUAD   -  VULTURE PEAK (1990)
 DV2264
 DV2264                         *CURRENT SURVEY CONTROL
 DV2264  ___________________________________________________________________
 DV2264* NAD 83(1992)-  33 57 55.02306(N)    112 48 28.87953(W)     ADJUSTED  
 DV2264* NAVD 88     -       731.8    (meters)    2401.     (feet)  VERTCON   
 DV2264  ___________________________________________________________________
 DV2264  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DV2264  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2264
 DV2264  HORZ ORDER  -  SECOND
 DV2264
 DV2264.The horizontal coordinates were established by classical geodetic methods
 DV2264.and adjusted by the National Geodetic Survey in August 1993..
 DV2264
 DV2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2264
 DV2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2264
 DV2264.The geoid height was determined by GEOID03.
 DV2264
 DV2264;                    North         East     Units Scale Factor Converg.
 DV2264;SPC AZ C     -   329,161.484   130,985.815   MT  0.99998362   -0 29 52.9
 DV2264;SPC AZ C     - 1,079,926.13    429,743.49   iFT  0.99998362   -0 29 52.9
 DV2264;UTM  12      - 3,759,779.565   332,954.685   MT  0.99994399   -1 00 37.3
 DV2264
 DV2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2264!SPC AZ C     -   0.99988978  x   0.99998362  =   0.99987340
 DV2264!UTM  12      -   0.99988978  x   0.99994399  =   0.99983377
 DV2264
 DV2264|---------------------------------------------------------------------|
 DV2264| PID    Reference Object                     Distance      Geod. Az  |
 DV2264|                                                           dddmmss.s |
 DV2264| CS6612 AIRWICK RM 1                         11.497 METERS 05447     |
 DV2264| CS6613 AIRWICK RM 2                         12.077 METERS 31251     |
 DV2264|---------------------------------------------------------------------|
 DV2264
 DV2264                          SUPERSEDED SURVEY CONTROL
 DV2264
 DV2264  NAD 83(1986)-  33 57 55.02173(N)    112 48 28.88152(W) AD(       ) 2
 DV2264  NGVD 29 (11/27/91)  731.1    (m)         2399.     (f) VERT ANG       
 DV2264
 DV2264.Superseded values are not recommended for survey control.
 DV2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2264.See file dsdata.txt to determine how the superseded data were derived.
 DV2264
 DV2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3295559780(NAD 83)
 DV2264_MARKER: DS = TRIANGULATION STATION DISK
 DV2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2264+STABILITY: SURFACE MOTION
 DV2264
 DV2264  HISTORY     - Date     Condition        Report By
 DV2264  HISTORY     - 1985     MONUMENTED       AZDT
 DV2264  HISTORY     - 19960605 GOOD             USPSQD
 DV2264
 DV2264                          STATION DESCRIPTION
 DV2264
 DV2264'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2264'THE STATION IS LOCATED ABOUT 4 MILES WEST OF WICKENBURG ALONG THE
 DV2264'NORTH SIDE OF U.S. HIGHWAY 60.  IT IS AT THE WEST EDGE OF THE AIRPORT
 DV2264'INSIDE THE HIGHWAY RIGHT OF WAY.
 DV2264'
 DV2264'THE STATION MARK IS AN AZDT DISK STAMPED---AIRWICK 1985---.  IT IS SET
 DV2264'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2264'73 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 28 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE AND 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AIRWICK RM 1 1985---.  IT
 DV2264'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AIRWICK RM 2 1985---.  IT
 DV2264'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 4 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2264'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 4.8 MILES TO MILE POST
 DV2264'105.7 AND THE STATION ON THE RIGHT.
 DV2264
 DV2264                          STATION RECOVERY (1996)
 DV2264
 DV2264'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2123 ***********************************************************************
 CZ2123  DESIGNATION -  AJ 43
 CZ2123  PID         -  CZ2123
 CZ2123  STATE/COUNTY-  AZ/PINAL
 CZ2123  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2123
 CZ2123                         *CURRENT SURVEY CONTROL
 CZ2123  ___________________________________________________________________
 CZ2123* NAD 83(1992)-  32 53 38.23036(N)    111 40 13.14102(W)     ADJUSTED  
 CZ2123* NAVD 88     -       433.58   (+/-2cm)    1422.5    (feet)  VERTCON   
 CZ2123  ___________________________________________________________________
 CZ2123  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2123  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2123
 CZ2123  HORZ ORDER  -  FIRST
 CZ2123  VERT ORDER  -  THIRD ? (See Below)
 CZ2123
 CZ2123.The horizontal coordinates were established by classical geodetic methods
 CZ2123.and adjusted by the National Geodetic Survey in August 1993..
 CZ2123
 CZ2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2123.The vertical order pertains to the NGVD 29 superseded value.
 CZ2123
 CZ2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2123
 CZ2123.The geoid height was determined by GEOID03.
 CZ2123
 CZ2123;                    North         East     Units Scale Factor Converg.
 CZ2123;SPC AZ C     -   210,018.628   236,407.399   MT  0.99990655   +0 08 01.6
 CZ2123;SPC AZ C     -   689,037.49    775,614.83   iFT  0.99990655   +0 08 01.6
 CZ2123;UTM  12      - 3,639,729.823   437,306.389   MT  0.99964846   -0 21 50.6
 CZ2123
 CZ2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2123!SPC AZ C     -   0.99993665  x   0.99990655  =   0.99984320
 CZ2123!UTM  12      -   0.99993665  x   0.99964846  =   0.99958513
 CZ2123
 CZ2123|---------------------------------------------------------------------|
 CZ2123| PID    Reference Object                     Distance      Geod. Az  |
 CZ2123|                                                           dddmmss.s |
 CZ2123| CH4053 AJ 43 RM E                            8.836 METERS 08901     |
 CZ2123| CH4054 AJ 43 RM S                            8.836 METERS 17858     |
 CZ2123| CZ2047 CASA GRANDE 2                       APPROX. 9.1 KM 2060256.0 |
 CZ2123|---------------------------------------------------------------------|
 CZ2123
 CZ2123                          SUPERSEDED SURVEY CONTROL
 CZ2123
 CZ2123  NAD 83(1986)-  32 53 38.22500(N)    111 40 13.14242(W) AD(       ) 1
 CZ2123  NAD 27      -  32 53 38.02266(N)    111 40 10.67946(W) AD(       ) 1
 CZ2123  NGVD 29 (07/19/86)  433.07   (m)         1420.8    (f) LEVELING    3  
 CZ2123
 CZ2123.Superseded values are not recommended for survey control.
 CZ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2123.See file dsdata.txt to determine how the superseded data were derived.
 CZ2123
 CZ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3730639730(NAD 83)
 CZ2123_MARKER: DD = SURVEY DISK
 CZ2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2123
 CZ2123  HISTORY     - Date     Condition        Report By
 CZ2123  HISTORY     - 1967     MONUMENTED       DMA
 CZ2123
 CZ2123                          STATION DESCRIPTION
 CZ2123
 CZ2123'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2123'T-6-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ2123'
 CZ2123'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2123'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2123'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2123'IS STAMPED--AJ 43 1967 ARMY MAP SERVICE.
 CZ2123'
 CZ2123'THE STATION MARK IS LOCATED 79 FEET EAST OF THE CENTERLINE
 CZ2123'OF NORTH-SOUTH ROAD.  88 FEET SOUTH OF THE CENTERLINE OF
 CZ2123'EAST-WEST ROAD.  50 FEET EAST OF THE NORTH-SOUTH POWERLINE.  58
 CZ2123'FEET SOUTH OF THE EAST-WEST POWERLINE.  121.6 FEET EAST-SOUTHEAST
 CZ2123'OF THE SOUTHWEST W.C. OF SECTION CORNER.
 CZ2123'
 CZ2123'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2123'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2123'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2123'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2124 ***********************************************************************
 CZ2124  DESIGNATION -  AJ 44
 CZ2124  PID         -  CZ2124
 CZ2124  STATE/COUNTY-  AZ/PINAL
 CZ2124  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2124
 CZ2124                         *CURRENT SURVEY CONTROL
 CZ2124  ___________________________________________________________________
 CZ2124* NAD 83(1992)-  32 52 45.83500(N)    111 40 13.39002(W)     ADJUSTED  
 CZ2124* NAVD 88     -       436.26   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2124  ___________________________________________________________________
 CZ2124  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2124  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2124
 CZ2124  HORZ ORDER  -  FIRST
 CZ2124  VERT ORDER  -  THIRD ? (See Below)
 CZ2124
 CZ2124.The horizontal coordinates were established by classical geodetic methods
 CZ2124.and adjusted by the National Geodetic Survey in August 1993..
 CZ2124
 CZ2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2124.The vertical order pertains to the NGVD 29 superseded value.
 CZ2124
 CZ2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2124
 CZ2124.The geoid height was determined by GEOID03.
 CZ2124
 CZ2124;                    North         East     Units Scale Factor Converg.
 CZ2124;SPC AZ C     -   208,404.665   236,404.695   MT  0.99990655   +0 08 01.3
 CZ2124;SPC AZ C     -   683,742.34    775,605.95   iFT  0.99990655   +0 08 01.3
 CZ2124;UTM  12      - 3,638,116.361   437,289.669   MT  0.99964849   -0 21 50.2
 CZ2124
 CZ2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2124!SPC AZ C     -   0.99993623  x   0.99990655  =   0.99984278
 CZ2124!UTM  12      -   0.99993623  x   0.99964849  =   0.99958474
 CZ2124
 CZ2124|---------------------------------------------------------------------|
 CZ2124| PID    Reference Object                     Distance      Geod. Az  |
 CZ2124|                                                           dddmmss.s |
 CZ2124| CH4055 AJ 44 RM E                            8.838 METERS 08906     |
 CZ2124| CH4056 AJ 44 RM S                            8.841 METERS 17911     |
 CZ2124| CZ2047 CASA GRANDE 2                       APPROX. 7.7 KM 2111622.9 |
 CZ2124|---------------------------------------------------------------------|
 CZ2124
 CZ2124                          SUPERSEDED SURVEY CONTROL
 CZ2124
 CZ2124  NAD 83(1986)-  32 52 45.82965(N)    111 40 13.39130(W) AD(       ) 1
 CZ2124  NAD 27      -  32 52 45.62573(N)    111 40 10.92995(W) AD(       ) 1
 CZ2124  NGVD 29 (07/19/86)  435.76   (m)         1429.7    (f) LEVELING    3  
 CZ2124
 CZ2124.Superseded values are not recommended for survey control.
 CZ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2124.See file dsdata.txt to determine how the superseded data were derived.
 CZ2124
 CZ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3729038116(NAD 83)
 CZ2124_MARKER: DD = SURVEY DISK
 CZ2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2124
 CZ2124  HISTORY     - Date     Condition        Report By
 CZ2124  HISTORY     - 1967     MONUMENTED       DMA
 CZ2124
 CZ2124                          STATION DESCRIPTION
 CZ2124
 CZ2124'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2124'T-6-S.  R-7-E.  IN SECTION 30 NEAR THE NORTHWEST CORNER.
 CZ2124'
 CZ2124'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2124'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2124'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2124'IS STAMPED--AJ 44 1967 ARMY MAP SERVICE.
 CZ2124'
 CZ2124'THE STATION MARK IS LOCATED 59 FEET SOUTH OF THE EAST-WEST
 CZ2124'POWERLINE.  86 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2124'PAVED ROAD.  91 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2124'ROAD.  64 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2124'
 CZ2124'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2124'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2124'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2070 ***********************************************************************
 CZ2070  DESIGNATION -  AJ 45
 CZ2070  PID         -  CZ2070
 CZ2070  STATE/COUNTY-  AZ/PINAL
 CZ2070  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2070
 CZ2070                         *CURRENT SURVEY CONTROL
 CZ2070  ___________________________________________________________________
 CZ2070* NAD 83(1992)-  32 51 55.46807(N)    111 40 15.95037(W)     ADJUSTED  
 CZ2070* NAVD 88     -       438.38   (+/-2cm)    1438.3    (feet)  VERTCON   
 CZ2070  ___________________________________________________________________
 CZ2070  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CZ2070  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2070
 CZ2070  HORZ ORDER  -  FIRST
 CZ2070  VERT ORDER  -  THIRD ? (See Below)
 CZ2070
 CZ2070.The horizontal coordinates were established by classical geodetic methods
 CZ2070.and adjusted by the National Geodetic Survey in August 1993..
 CZ2070
 CZ2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2070.The vertical order pertains to the NGVD 29 superseded value.
 CZ2070
 CZ2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2070
 CZ2070.The geoid height was determined by GEOID03.
 CZ2070
 CZ2070;                    North         East     Units Scale Factor Converg.
 CZ2070;SPC AZ C     -   206,853.047   236,341.756   MT  0.99990651   +0 07 59.7
 CZ2070;SPC AZ C     -   678,651.73    775,399.46   iFT  0.99990651   +0 07 59.7
 CZ2070;UTM  12      - 3,636,565.748   437,213.278   MT  0.99964861   -0 21 51.1
 CZ2070
 CZ2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2070!SPC AZ C     -   0.99993590  x   0.99990651  =   0.99984241
 CZ2070!UTM  12      -   0.99993590  x   0.99964861  =   0.99958453
 CZ2070
 CZ2070|---------------------------------------------------------------------|
 CZ2070| PID    Reference Object                     Distance      Geod. Az  |
 CZ2070|                                                           dddmmss.s |
 CZ2070| CH4057 AJ 45 RM E                            8.850 METERS 08912     |
 CZ2070| CH4058 AJ 45 RM S                            8.830 METERS 17906     |
 CZ2070| CZ2047 CASA GRANDE 2                       APPROX. 6.4 KM 2175907.6 |
 CZ2070|---------------------------------------------------------------------|
 CZ2070
 CZ2070                          SUPERSEDED SURVEY CONTROL
 CZ2070
 CZ2070  NAD 83(1986)-  32 51 55.46271(N)    111 40 15.95154(W) AD(       ) 1
 CZ2070  NAD 27      -  32 51 55.25736(N)    111 40 13.49171(W) AD(       ) 1
 CZ2070  NGVD 29 (07/19/86)  437.88   (m)         1436.6    (f) LEVELING    3  
 CZ2070
 CZ2070.Superseded values are not recommended for survey control.
 CZ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2070.See file dsdata.txt to determine how the superseded data were derived.
 CZ2070
 CZ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3721336566(NAD 83)
 CZ2070_MARKER: DD = SURVEY DISK
 CZ2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2070
 CZ2070  HISTORY     - Date     Condition        Report By
 CZ2070  HISTORY     - 1967     MONUMENTED       DMA
 CZ2070
 CZ2070                          STATION DESCRIPTION
 CZ2070
 CZ2070'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2070'T-6-S.  R-6-E.  IN SECTION 25 NEAR THE SOUTHEAST CORNER.
 CZ2070'
 CZ2070'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2070'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2070'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2070'IS STAMPED--AJ 45 1967 ARMY MAP SERVICE.
 CZ2070'
 CZ2070'THE STATION MARK IS LOCATED 43 FEET WEST OF THE CENTERLINE OF
 CZ2070'NORTH-SOUTH CONCRETE IRRIGATION DITCH.  88 FEET WEST OF THE
 CZ2070'CENTERLINE OF NORTH-SOUTH ROAD.  118 FEET WEST OF THE NORTH-SOUTH
 CZ2070'POWERLINE.  93 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2070'CONCRETE IRRIGATION DITCH.  132 FEET NORTH OF THE CENTERLINE OF
 CZ2070'EAST-WEST ROAD.  160 FEET NORTH OF EAST-WEST POWERLINE.  114
 CZ2070'FEET EAST OF CENTERLINE OF NORTH-SOUTH CONCRETE IRRIGATION
 CZ2070'DITCH.  43 FEET SOUTH OF THE CENTERLINE OF EAST-WEST CONCRETE
 CZ2070'IRRIGATION DITCH.
 CZ2070'
 CZ2070'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2070'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO
 CZ2070'A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 CZ2070'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2074 ***********************************************************************
 CZ2074  DESIGNATION -  AJ 46
 CZ2074  PID         -  CZ2074
 CZ2074  STATE/COUNTY-  AZ/PINAL
 CZ2074  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2074
 CZ2074                         *CURRENT SURVEY CONTROL
 CZ2074  ___________________________________________________________________
 CZ2074* NAD 83(1992)-  32 51 02.64822(N)    111 40 18.89246(W)     ADJUSTED  
 CZ2074* NAVD 88     -       440.11   (+/-2cm)    1443.9    (feet)  VERTCON   
 CZ2074  ___________________________________________________________________
 CZ2074  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CZ2074  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2074
 CZ2074  HORZ ORDER  -  FIRST
 CZ2074  VERT ORDER  -  THIRD ? (See Below)
 CZ2074
 CZ2074.The horizontal coordinates were established by classical geodetic methods
 CZ2074.and adjusted by the National Geodetic Survey in August 1993..
 CZ2074
 CZ2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2074.The vertical order pertains to the NGVD 29 superseded value.
 CZ2074
 CZ2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2074
 CZ2074.The geoid height was determined by GEOID03.
 CZ2074
 CZ2074;                    North         East     Units Scale Factor Converg.
 CZ2074;SPC AZ C     -   205,225.853   236,269.044   MT  0.99990647   +0 07 58.0
 CZ2074;SPC AZ C     -   673,313.17    775,160.91   iFT  0.99990647   +0 07 58.0
 CZ2074;UTM  12      - 3,634,939.666   437,126.466   MT  0.99964874   -0 21 52.2
 CZ2074
 CZ2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2074!SPC AZ C     -   0.99993563  x   0.99990647  =   0.99984210
 CZ2074!UTM  12      -   0.99993563  x   0.99964874  =   0.99958439
 CZ2074
 CZ2074|---------------------------------------------------------------------|
 CZ2074| PID    Reference Object                     Distance      Geod. Az  |
 CZ2074|                                                           dddmmss.s |
 CZ2074| CH4059 AJ 46 RM E                            8.852 METERS 08950     |
 CZ2074| CH4060 AJ 46 RM S                            8.845 METERS 17936     |
 CZ2074| CZ2047 CASA GRANDE 2                       APPROX. 5.2 KM 2282933.0 |
 CZ2074|---------------------------------------------------------------------|
 CZ2074
 CZ2074                          SUPERSEDED SURVEY CONTROL
 CZ2074
 CZ2074  NAD 83(1986)-  32 51 02.64285(N)    111 40 18.89351(W) AD(       ) 1
 CZ2074  NAD 27      -  32 51 02.43605(N)    111 40 16.43526(W) AD(       ) 1
 CZ2074  NGVD 29 (07/19/86)  439.62   (m)         1442.3    (f) LEVELING    3  
 CZ2074
 CZ2074.Superseded values are not recommended for survey control.
 CZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2074.See file dsdata.txt to determine how the superseded data were derived.
 CZ2074
 CZ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3712634940(NAD 83)
 CZ2074_MARKER: DD = SURVEY DISK
 CZ2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2074
 CZ2074  HISTORY     - Date     Condition        Report By
 CZ2074  HISTORY     - 1967     MONUMENTED       DMA
 CZ2074
 CZ2074                          STATION DESCRIPTION
 CZ2074
 CZ2074'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2074'T-6-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHEAST CORNER.
 CZ2074'
 CZ2074'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2074'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2074'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2074'IS STAMPED--AJ 46 1967 ARMY MAP SERVICE.
 CZ2074'
 CZ2074'THE STATION MARK IS LOCATED 116.0 FEET SOUTH OF CENTERLINE
 CZ2074'OF EAST-WEST CONCRETE IRRIGATION DITCH.  73.0 FEET EAST OF
 CZ2074'CENTERLINE OF NORTH-SOUTH CONCRETE IRRIGATION DITCH.  92.0 FEET
 CZ2074'NORTH OF THE CENTERLINE OF EAST-WEST ROAD.  122.0 FEET NORTH OF
 CZ2074'EAST-WEST POWERLINE.  259.0 FEET WEST OF THE CENTERLINE OF
 CZ2074'NORTH-SOUTH ROAD.
 CZ2074'
 CZ2074'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2074'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2074'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2074'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2068 ***********************************************************************
 CZ2068  DESIGNATION -  AJ 47
 CZ2068  PID         -  CZ2068
 CZ2068  STATE/COUNTY-  AZ/PINAL
 CZ2068  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2068
 CZ2068                         *CURRENT SURVEY CONTROL
 CZ2068  ___________________________________________________________________
 CZ2068* NAD 83(1992)-  32 50 08.57054(N)    111 40 14.14615(W)     ADJUSTED  
 CZ2068* NAVD 88     -       444.44   (+/-2cm)    1458.1    (feet)  VERTCON   
 CZ2068  ___________________________________________________________________
 CZ2068  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2068  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2068
 CZ2068  HORZ ORDER  -  FIRST
 CZ2068  VERT ORDER  -  THIRD ? (See Below)
 CZ2068
 CZ2068.The horizontal coordinates were established by classical geodetic methods
 CZ2068.and adjusted by the National Geodetic Survey in August 1993..
 CZ2068
 CZ2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2068.The vertical order pertains to the NGVD 29 superseded value.
 CZ2068
 CZ2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2068
 CZ2068.The geoid height was determined by GEOID03.
 CZ2068
 CZ2068;                    North         East     Units Scale Factor Converg.
 CZ2068;SPC AZ C     -   203,560.382   236,396.330   MT  0.99990654   +0 08 00.3
 CZ2068;SPC AZ C     -   667,849.02    775,578.51   iFT  0.99990654   +0 08 00.3
 CZ2068;UTM  12      - 3,633,273.583   437,239.267   MT  0.99964857   -0 21 49.1
 CZ2068
 CZ2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2068!SPC AZ C     -   0.99993495  x   0.99990654  =   0.99984149
 CZ2068!UTM  12      -   0.99993495  x   0.99964857  =   0.99958354
 CZ2068
 CZ2068|---------------------------------------------------------------------|
 CZ2068| PID    Reference Object                     Distance      Geod. Az  |
 CZ2068|                                                           dddmmss.s |
 CZ2068| CH4061 AJ 47 RM E                            8.843 METERS 08936     |
 CZ2068| CH4062 AJ 47 RM S                            8.830 METERS 17937     |
 CZ2068| CZ2047 CASA GRANDE 2                       APPROX. 4.4 KM 2461527.4 |
 CZ2068|---------------------------------------------------------------------|
 CZ2068
 CZ2068                          SUPERSEDED SURVEY CONTROL
 CZ2068
 CZ2068  NAD 83(1986)-  32 50 08.56517(N)    111 40 14.14705(W) AD(       ) 1
 CZ2068  NAD 27      -  32 50 08.35673(N)    111 40 11.69081(W) AD(       ) 1
 CZ2068  NGVD 29 (07/19/86)  443.92   (m)         1456.4    (f) LEVELING    3  
 CZ2068
 CZ2068.Superseded values are not recommended for survey control.
 CZ2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2068.See file dsdata.txt to determine how the superseded data were derived.
 CZ2068
 CZ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3723933274(NAD 83)
 CZ2068_MARKER: DD = SURVEY DISK
 CZ2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2068
 CZ2068  HISTORY     - Date     Condition        Report By
 CZ2068  HISTORY     - 1966     MONUMENTED       DMA
 CZ2068  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2068
 CZ2068                          STATION DESCRIPTION
 CZ2068
 CZ2068'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2068'T-7-S.  R-7-E.  IN SECTION 7 NEAR THE NORTHWEST CORNER.
 CZ2068'
 CZ2068'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2068'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2068'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2068'IS STAMPED--AJ 47 1966 ARMY MAP SERVICE.
 CZ2068'
 CZ2068'THE STATION MARK IS LOCATED APPROX. 80 FEET EAST OF THE
 CZ2068'NORTH-SOUTH SECTION LINE.  74 FEET EAST OF THE NORTH-SOUTH
 CZ2068'POWER LINE.  123 FEET SOUTHEAST OF THE SECTION CORNER.
 CZ2068'
 CZ2068'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2068'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.4 MILES TO
 CZ2068'THE ENTRANCE OF INTERSTATE 10 WEST.  TURN LEFT AND GO NORTH ON
 CZ2068'INTERSTATE ENTRANCE FOR 300 FEET TO A GATE (IN A NORTH-SOUTH
 CZ2068'FENCE) ON THE NORTH SIDE OF A CANAL.  GO THROUGH GATE AND CONTINUE
 CZ2068'NORTH ON DIRT ROAD FOR 0.35 MILE TO A EAST-WEST CANAL.  TURN
 CZ2068'RIGHT AND GO 0.75 MILE EAST ON SOUTH SIDE OF CANAL TO ABANDONED
 CZ2068'NORTH-SOUTH CANAL AND ROAD SOUTH-SOUTHEAST.  GO SOUTH-SOUTHEAST
 CZ2068'FOR 0.20 MILE TO THE STATION SITE ON RIGHT.
 CZ2068
 CZ2068                          STATION RECOVERY (1968)
 CZ2068
 CZ2068'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2068'THE 1966 MARK WAS FOUND IN GOOD CONDITION
 CZ2068'BUT COVERED WITH 30 INCHES OF FILL DIRT IN CULTIVATED FIELD.  THE
 CZ2068'NEW MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2068'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2068'PROJECTING APPROX. 0.5 FOOT ABOVE THE SURFACE OF THE GROUND WAS
 CZ2068'CENTERED (PLUMBED) AND SET OVER THE ORIGINAL MARK.  THE MARK IS
 CZ2068'STAMPED AJ 47 1968 ARMY MAP SERVICE, AND IS APPROX. 3 FEET
 CZ2068'HIGHER THAN THE 1966 MARK.
 CZ2068'
 CZ2068'NEW ELEVATION ESTABLISHED IN 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1027 ***********************************************************************
 CZ1027  DESIGNATION -  AJ 48
 CZ1027  PID         -  CZ1027
 CZ1027  STATE/COUNTY-  AZ/PINAL
 CZ1027  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1027
 CZ1027                         *CURRENT SURVEY CONTROL
 CZ1027  ___________________________________________________________________
 CZ1027* NAD 83(1992)-  32 49 15.90626(N)    111 40 16.98643(W)     ADJUSTED  
 CZ1027* NAVD 88     -       448.059  (meters)    1470.01   (feet)  ADJUSTED  
 CZ1027  ___________________________________________________________________
 CZ1027  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ1027  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1027  DYNAMIC HT  -         447.508 (meters)    1468.20  (feet)  COMP
 CZ1027  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 CZ1027  OBS GRAVITY -     979,391.6   (mgal)                       GRAV_OBS
 CZ1027
 CZ1027  HORZ ORDER  -  FIRST
 CZ1027  VERT ORDER  -  FIRST     CLASS II
 CZ1027
 CZ1027.The horizontal coordinates were established by classical geodetic methods
 CZ1027.and adjusted by the National Geodetic Survey in August 1993..
 CZ1027
 CZ1027.The orthometric height was determined by differential leveling
 CZ1027.and adjusted by the National Geodetic Survey in November 1993..
 CZ1027
 CZ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1027
 CZ1027.The geoid height was determined by GEOID03.
 CZ1027
 CZ1027.The dynamic height is computed by dividing the NAVD 88
 CZ1027.geopotential number by the normal gravity value computed on the
 CZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1027.degrees latitude (g = 980.6199 gals.).
 CZ1027
 CZ1027.The modeled gravity was interpolated from observed gravity values.
 CZ1027.The observed gravity was obtained from relative gravimeter ties
 CZ1027.to the IGSN71 gravity network.
 CZ1027
 CZ1027;                    North         East     Units Scale Factor Converg.
 CZ1027;SPC AZ C     -   201,937.993   236,326.234   MT  0.99990650   +0 07 58.6
 CZ1027;SPC AZ C     -   662,526.22    775,348.54   iFT  0.99990650   +0 07 58.6
 CZ1027;UTM  12      - 3,631,652.281   437,155.124   MT  0.99964870   -0 21 50.1
 CZ1027
 CZ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1027!SPC AZ C     -   0.99993438  x   0.99990650  =   0.99984089
 CZ1027!UTM  12      -   0.99993438  x   0.99964870  =   0.99958310
 CZ1027
 CZ1027:                Primary Azimuth Mark                     Grid Az
 CZ1027:SPC AZ C     -  FOUR                                     086 01 07.5
 CZ1027:UTM  12      -  FOUR                                     086 30 56.2
 CZ1027
 CZ1027|---------------------------------------------------------------------|
 CZ1027| PID    Reference Object                     Distance      Geod. Az  |
 CZ1027|                                                           dddmmss.s |
 CZ1027| CZ2043 FOUR                                APPROX. 3.8 KM 0860906.1 |
 CZ1027| CH4063 AJ 48 RM E                            8.839 METERS 08936     |
 CZ1027| CH4064 AJ 48 RM S                            8.829 METERS 17934     |
 CZ1027|---------------------------------------------------------------------|
 CZ1027
 CZ1027                          SUPERSEDED SURVEY CONTROL
 CZ1027
 CZ1027  NAD 83(1986)-  32 49 15.90087(N)    111 40 16.98712(W) AD(       ) 1
 CZ1027  NAD 27      -  32 49 15.69124(N)    111 40 14.53135(W) AD(       ) 1
 CZ1027  NAVD 88 (06/15/91)  448.087  (m)         1470.10   (f) UNKNOWN     1 2
 CZ1027  NGVD 29 (??/??/92)  447.720  (m)         1468.89   (f) ADJ UNCH    1 2
 CZ1027
 CZ1027.Superseded values are not recommended for survey control.
 CZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1027.See file dsdata.txt to determine how the superseded data were derived.
 CZ1027
 CZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3715531652(NAD 83)
 CZ1027_MARKER: DD = SURVEY DISK
 CZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1027_SP_SET: CONCRETE POST
 CZ1027_STAMPING: AJ 48 1967 ARMY MAP SERVICE
 CZ1027_MARK LOGO: USE   
 CZ1027_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1027_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1027+STABILITY: SURFACE MOTION
 CZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1027+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1027
 CZ1027  HISTORY     - Date     Condition        Report By
 CZ1027  HISTORY     - 1967     MONUMENTED       DMA
 CZ1027  HISTORY     - 1967     GOOD             NGS
 CZ1027  HISTORY     - 1969     GOOD             NGS
 CZ1027  HISTORY     - 1980     GOOD             NGS
 CZ1027  HISTORY     - 1980     GOOD             NGS
 CZ1027  HISTORY     - 1984     GOOD             NGS
 CZ1027  HISTORY     - 19911205 GOOD             NGS
 CZ1027  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1027
 CZ1027                          STATION DESCRIPTION
 CZ1027
 CZ1027'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1027'T-7-S.  R-6-E.  IN SECTION 13 NEAR THE NORTHEAST CORNER.
 CZ1027'
 CZ1027'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1027'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1027'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1027'IS STAMPED--AJ 48 1967 ARMY MAP SERVICE.
 CZ1027'
 CZ1027'THE STATION MARK IS LOCATED 64 FEET SOUTH OF EAST-WEST
 CZ1027'POWERLINE.  83 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ1027'ROAD.  102 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH PAVED
 CZ1027'ROAD.  131 FEET WEST OF THE NORTH-SOUTH POWERLINE.
 CZ1027'
 CZ1027'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1027'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ1027'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 0.20
 CZ1027'MILE TO A T ROAD WEST AND THE STATION SITE.
 CZ1027
 CZ1027                          STATION RECOVERY (1967)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1027'6.2 MI SE FROM CASA GRANDE.
 CZ1027'ABOUT 6.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1027'STATION AT CASA GRANDE, THENCE 0.1 MILE SOUTH ALONG THE ARIZONA CITY
 CZ1027'ROAD, IN S 13, T 7 S, R 6 E, 102 FEET WEST OF THE CENTER LINE OF THE
 CZ1027'ROAD, 81 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD LEADING WEST,
 CZ1027'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1027'PROJECTING 2 INCHES.
 CZ1027
 CZ1027                          STATION RECOVERY (1969)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CZ1027'RECOVERED IN GOOD CONDITION.
 CZ1027
 CZ1027                          STATION RECOVERY (1980)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1027'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 CZ1027'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1027'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.3 KILOMETER
 CZ1027'(0.2 MILE) SOUTH ALONG ARIZONA CITY ROAD, SET IN THE CENTER OF 4
 CZ1027'HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR TOPOGRAPHIC
 CZ1027'CONTROL, 31.1 METERS (102 FEET) WEST OF THE CENTERLINE OF ARIZONA
 CZ1027'CITY ROAD AND 24.7 METERS (81 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1027'EAST-WEST GRAVEL ROAD.
 CZ1027
 CZ1027                          STATION RECOVERY (1980)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1027'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 CZ1027'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1027'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.3 KILOMETER
 CZ1027'(0.2 MILE) SOUTH ALONG ARIZONA CITY ROAD, SET IN THE CENTER OF 4
 CZ1027'HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR TOPOGRAPHIC
 CZ1027'CONTROL, 31.1 METERS (102 FEET) WEST OF THE CENTERLINE OF ARIZONA
 CZ1027'CITY ROAD AND 24.7 METERS (81 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1027'EAST-WEST GRAVEL ROAD.
 CZ1027
 CZ1027                          STATION RECOVERY (1984)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1027'RECOVERED IN GOOD CONDITION.
 CZ1027
 CZ1027                          STATION RECOVERY (1991)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1027'10.3 KM (6.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1027'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1027'BOULEVARD) IN CASA GRANDE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 CZ1027'SUNLAND GIN ROAD, NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A
 CZ1027'CROSS FOR TOPOGRAPHIC CONTROL, 31.1 M (102.0 FT) WEST OF AND LEVEL
 CZ1027'WITH THE ROAD CENTERLINE, 27.0 M (88.6 FT) SOUTH OF THE CENTER OF A
 CZ1027'TRACK ROAD, 23.0 M (75.5 FT) SOUTHWEST OF A UTILITY POLE, AND THE
 CZ1027'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CZ1027
 CZ1027                          STATION RECOVERY (2006)
 CZ1027
 CZ1027'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2069 ***********************************************************************
 CZ2069  DESIGNATION -  AJ 49
 CZ2069  PID         -  CZ2069
 CZ2069  STATE/COUNTY-  AZ/PINAL
 CZ2069  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2069
 CZ2069                         *CURRENT SURVEY CONTROL
 CZ2069  ___________________________________________________________________
 CZ2069* NAD 83(1992)-  32 48 23.28313(N)    111 40 14.53028(W)     ADJUSTED  
 CZ2069* NAVD 88     -       451.3    (meters)    1481.     (feet)  VERTCON   
 CZ2069  ___________________________________________________________________
 CZ2069  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2069  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2069
 CZ2069  HORZ ORDER  -  FIRST
 CZ2069
 CZ2069.The horizontal coordinates were established by classical geodetic methods
 CZ2069.and adjusted by the National Geodetic Survey in August 1993..
 CZ2069
 CZ2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2069
 CZ2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2069
 CZ2069.The geoid height was determined by GEOID03.
 CZ2069
 CZ2069;                    North         East     Units Scale Factor Converg.
 CZ2069;SPC AZ C     -   200,317.196   236,393.887   MT  0.99990654   +0 07 59.8
 CZ2069;SPC AZ C     -   657,208.65    775,570.50   iFT  0.99990654   +0 07 59.8
 CZ2069;UTM  12      - 3,630,031.376   437,208.708   MT  0.99964861   -0 21 48.2
 CZ2069
 CZ2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2069!SPC AZ C     -   0.99993388  x   0.99990654  =   0.99984043
 CZ2069!UTM  12      -   0.99993388  x   0.99964861  =   0.99958251
 CZ2069
 CZ2069|---------------------------------------------------------------------|
 CZ2069| PID    Reference Object                     Distance      Geod. Az  |
 CZ2069|                                                           dddmmss.s |
 CZ2069| CZ1565 AJ 49 2                             125.870 METERS 01257     |
 CZ2069| CZ1027 AJ 48                               APPROX. 1.6 KM 3574435.2 |
 CZ2069|---------------------------------------------------------------------|
 CZ2069
 CZ2069                          SUPERSEDED SURVEY CONTROL
 CZ2069
 CZ2069  NAD 83(1986)-  32 48 23.27771(N)    111 40 14.53085(W) AD(       ) 1
 CZ2069  NAD 27      -  32 48 23.06659(N)    111 40 12.07675(W) AD(       ) 1
 CZ2069  NGVD 29 (07/19/86)  450.7    (m)         1479.     (f) VERT ANG       
 CZ2069
 CZ2069.Superseded values are not recommended for survey control.
 CZ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2069.See file dsdata.txt to determine how the superseded data were derived.
 CZ2069
 CZ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3720930031(NAD 83)
 CZ2069_MARKER: DD = SURVEY DISK
 CZ2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2069+STABILITY: SURFACE MOTION
 CZ2069
 CZ2069  HISTORY     - Date     Condition        Report By
 CZ2069  HISTORY     - 1967     MONUMENTED       DMA
 CZ2069
 CZ2069                          STATION DESCRIPTION
 CZ2069
 CZ2069'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2069'T-7-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ2069'
 CZ2069'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2069'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2069'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2069'IS STAMPED--AJ 49 1967 ARMY MAP SERVICE.
 CZ2069'
 CZ2069'THE STATION MARK IS LOCATED 106.0 EAST OF THE CENTERLINE OF
 CZ2069'NORTH-SOUTH ROAD.  68.0 FEET EAST OF NORTH-SOUTH FENCE.  148.0
 CZ2069'FEET SOUTH OF EAST-WEST FENCE.
 CZ2069'
 CZ2069'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2069'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2069'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR
 CZ2069'1.2 MILES TO A T ROAD WEST JUST SOUTH OF INTERSTATE 8 AND THE
 CZ2069'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1565 ***********************************************************************
 CZ1565  DESIGNATION -  AJ 49 2
 CZ1565  PID         -  CZ1565
 CZ1565  STATE/COUNTY-  AZ/PINAL
 CZ1565  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1565
 CZ1565                         *CURRENT SURVEY CONTROL
 CZ1565  ___________________________________________________________________
 CZ1565* NAD 83(1992)-  32 48 27.26523(N)    111 40 13.44663(W)     ADJUSTED  
 CZ1565* NAVD 88     -       451.62   (+/-2cm)    1481.7    (feet)  VERTCON   
 CZ1565  ___________________________________________________________________
 CZ1565  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ1565  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1565
 CZ1565  HORZ ORDER  -  FIRST
 CZ1565  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1565
 CZ1565.The horizontal coordinates were established by classical geodetic methods
 CZ1565.and adjusted by the National Geodetic Survey in August 1993..
 CZ1565
 CZ1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1565.The vertical order pertains to the NGVD 29 superseded value.
 CZ1565
 CZ1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1565
 CZ1565.The geoid height was determined by GEOID03.
 CZ1565
 CZ1565;                    North         East     Units Scale Factor Converg.
 CZ1565;SPC AZ C     -   200,439.922   236,421.790   MT  0.99990656   +0 08 00.4
 CZ1565;SPC AZ C     -   657,611.29    775,662.04   iFT  0.99990656   +0 08 00.4
 CZ1565;UTM  12      - 3,630,153.824   437,237.667   MT  0.99964857   -0 21 47.7
 CZ1565
 CZ1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1565!SPC AZ C     -   0.99993382  x   0.99990656  =   0.99984039
 CZ1565!UTM  12      -   0.99993382  x   0.99964857  =   0.99958242
 CZ1565
 CZ1565:                Primary Azimuth Mark                     Grid Az
 CZ1565:SPC AZ C     -  FOUR                                     064 41 08.0
 CZ1565:UTM  12      -  FOUR                                     065 10 56.1
 CZ1565
 CZ1565|---------------------------------------------------------------------|
 CZ1565| PID    Reference Object                     Distance      Geod. Az  |
 CZ1565|                                                           dddmmss.s |
 CZ1565| CZ2043 FOUR                                APPROX. 4.1 KM 0644908.4 |
 CZ1565| CH4065 AJ 49 2 RM E                          8.834 METERS 08931     |
 CZ1565| CH4066 AJ 49 2 RM S                          8.834 METERS 17938     |
 CZ1565|---------------------------------------------------------------------|
 CZ1565
 CZ1565                          SUPERSEDED SURVEY CONTROL
 CZ1565
 CZ1565  NAD 83(1986)-  32 48 27.25983(N)    111 40 13.44720(W) AD(       ) 1
 CZ1565  NAD 27      -  32 48 27.04876(N)    111 40 10.99301(W) AD(       ) 1
 CZ1565  NGVD 29 (??/??/92)  451.061  (m)         1479.86   (f) ADJ UNCH    1 2
 CZ1565
 CZ1565.Superseded values are not recommended for survey control.
 CZ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1565.See file dsdata.txt to determine how the superseded data were derived.
 CZ1565
 CZ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3723830154(NAD 83)
 CZ1565_MARKER: DD = SURVEY DISK
 CZ1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1565_STAMPING: AJ 49-2 ARMY MAP SERVICE
 CZ1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1565+STABILITY: SURFACE MOTION
 CZ1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1565+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 CZ1565
 CZ1565  HISTORY     - Date     Condition        Report By
 CZ1565  HISTORY     - 1967     MONUMENTED       DMA
 CZ1565  HISTORY     - 1975     GOOD             AZDT
 CZ1565  HISTORY     - 20050505 GOOD             NGS
 CZ1565
 CZ1565                          STATION DESCRIPTION
 CZ1565
 CZ1565'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1565'T-7-S.  R-7-E.  IN SECTION 18 NEAR THE SOUTHWEST CORNER.
 CZ1565'
 CZ1565'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1565'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1565'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1565'IS STAMPED--AJ 49 2 1967 ARMY MAP SERVICE.
 CZ1565'
 CZ1565'THE STATION MARK IS LOCATED 100 FEET NORTH OF THE CENTERLINE
 CZ1565'OF EAST-WEST ROAD.  98 FEET EAST OF THE NORTH-SOUTH FENCE.  197
 CZ1565'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  ABOUT 360 FEET
 CZ1565'NORTHEAST OF THE SECTION CORNER.
 CZ1565'
 CZ1565'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1565'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ1565'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 1.2
 CZ1565'MILES TO A T ROAD WEST JUST SOUTH OF INTERSTATE 8 AND THE
 CZ1565'STATION SITE.
 CZ1565
 CZ1565                          STATION RECOVERY (1975)
 CZ1565
 CZ1565'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1565'7.65 MI SE FROM CASA BLANCA.
 CZ1565'FROM MILEPOST 200, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1565'THE STATION ON THE LEFT.  100 FT. NORTH OF THE RAMP LEADING EAST FROM
 CZ1565'SUNLAND GIN ROAD TO I-10.  A 3 IN. AMS BRASS CAP, SET IN A 10 IN.
 CZ1565'CONCRETE POST, NEARLY FLUSH, WHICH IS SURROUNDED BY A 10 IN. CIRCLE OF
 CZ1565'CONCRETE.  4 CONCRETE PETAL, 25 FT. LONG FROM 10 TO 15 FT. WIDE
 CZ1565'SURROUND THE STATION.
 CZ1565
 CZ1565                          STATION RECOVERY (2005)
 CZ1565
 CZ1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CZ1565'DISK IS DENTED.  CENTRAL CONCRETE POST IS CRUMBLING, BUT COLLAR AND
 CZ1565'CROSS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2071 ***********************************************************************
 CZ2071  DESIGNATION -  AJ 50
 CZ2071  PID         -  CZ2071
 CZ2071  STATE/COUNTY-  AZ/PINAL
 CZ2071  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2071
 CZ2071                         *CURRENT SURVEY CONTROL
 CZ2071  ___________________________________________________________________
 CZ2071* NAD 83(1992)-  32 47 30.81476(N)    111 40 16.64776(W)     ADJUSTED  
 CZ2071* NAVD 88     -       453.21   (+/-2cm)    1486.9    (feet)  VERTCON   
 CZ2071  ___________________________________________________________________
 CZ2071  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2071  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2071
 CZ2071  HORZ ORDER  -  FIRST
 CZ2071  VERT ORDER  -  THIRD ? (See Below)
 CZ2071
 CZ2071.The horizontal coordinates were established by classical geodetic methods
 CZ2071.and adjusted by the National Geodetic Survey in August 1993..
 CZ2071
 CZ2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2071.The vertical order pertains to the NGVD 29 superseded value.
 CZ2071
 CZ2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2071
 CZ2071.The geoid height was determined by GEOID03.
 CZ2071
 CZ2071;                    North         East     Units Scale Factor Converg.
 CZ2071;SPC AZ C     -   198,700.893   236,342.554   MT  0.99990651   +0 07 58.4
 CZ2071;SPC AZ C     -   651,905.82    775,402.08   iFT  0.99990651   +0 07 58.4
 CZ2071;UTM  12      - 3,628,415.996   437,143.385   MT  0.99964872   -0 21 48.9
 CZ2071
 CZ2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2071!SPC AZ C     -   0.99993358  x   0.99990651  =   0.99984009
 CZ2071!UTM  12      -   0.99993358  x   0.99964872  =   0.99958232
 CZ2071
 CZ2071:                Primary Azimuth Mark                     Grid Az
 CZ2071:SPC AZ C     -  FOUR                                     047 23 43.8
 CZ2071:UTM  12      -  FOUR                                     047 53 31.1
 CZ2071
 CZ2071|---------------------------------------------------------------------|
 CZ2071| PID    Reference Object                     Distance      Geod. Az  |
 CZ2071|                                                           dddmmss.s |
 CZ2071| CZ2043 FOUR                                APPROX. 5.2 KM 0473142.2 |
 CZ2071| CH4067 AJ 50 RM E                            8.843 METERS 08927     |
 CZ2071| CH4068 AJ 50 RM S                            8.831 METERS 17924     |
 CZ2071|---------------------------------------------------------------------|
 CZ2071
 CZ2071                          SUPERSEDED SURVEY CONTROL
 CZ2071
 CZ2071  NAD 83(1986)-  32 47 30.80934(N)    111 40 16.64822(W) AD(       ) 1
 CZ2071  NAD 27      -  32 47 30.59701(N)    111 40 14.19552(W) AD(       ) 1
 CZ2071  NGVD 29 (07/19/86)  452.64   (m)         1485.0    (f) LEVELING    3  
 CZ2071
 CZ2071.Superseded values are not recommended for survey control.
 CZ2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2071.See file dsdata.txt to determine how the superseded data were derived.
 CZ2071
 CZ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3714328416(NAD 83)
 CZ2071_MARKER: DD = SURVEY DISK
 CZ2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2071
 CZ2071  HISTORY     - Date     Condition        Report By
 CZ2071  HISTORY     - 1966     MONUMENTED       DMA
 CZ2071
 CZ2071                          STATION DESCRIPTION
 CZ2071
 CZ2071'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2071'T-7-S.  R-6-E.  IN SECTION 25 NEAR THE NORTHEAST CORNER.
 CZ2071'
 CZ2071'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2071'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2071'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2071'IS STAMPED--AJ 50 1966 ARMY MAP SERVICE.
 CZ2071'
 CZ2071'THE STATION MARK IS LOCATED 86.0 FEET SOUTH OF THE SECTION LINE
 CZ2071'(APPROXIMATE LOCATION).  82.0 FEET WEST OF THE CENTERLINE OF
 CZ2071'THE NORTH-SOUTH PAVED ROAD
 CZ2071'
 CZ2071'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2071'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2071'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR
 CZ2071'2.20 MILES TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2072 ***********************************************************************
 CZ2072  DESIGNATION -  AJ 51
 CZ2072  PID         -  CZ2072
 CZ2072  STATE/COUNTY-  AZ/PINAL
 CZ2072  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2072
 CZ2072                         *CURRENT SURVEY CONTROL
 CZ2072  ___________________________________________________________________
 CZ2072* NAD 83(1992)-  32 46 38.41688(N)    111 40 17.28941(W)     ADJUSTED  
 CZ2072* NAVD 88     -       455.52   (+/-2cm)    1494.5    (feet)  VERTCON   
 CZ2072  ___________________________________________________________________
 CZ2072  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2072  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2072
 CZ2072  HORZ ORDER  -  FIRST
 CZ2072  VERT ORDER  -  THIRD ? (See Below)
 CZ2072
 CZ2072.The horizontal coordinates were established by classical geodetic methods
 CZ2072.and adjusted by the National Geodetic Survey in August 1993..
 CZ2072
 CZ2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2072.The vertical order pertains to the NGVD 29 superseded value.
 CZ2072
 CZ2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2072
 CZ2072.The geoid height was determined by GEOID03.
 CZ2072
 CZ2072;                    North         East     Units Scale Factor Converg.
 CZ2072;SPC AZ C     -   197,086.855   236,329.600   MT  0.99990650   +0 07 57.9
 CZ2072;SPC AZ C     -   646,610.42    775,359.58   iFT  0.99990650   +0 07 57.9
 CZ2072;UTM  12      - 3,626,802.546   437,116.456   MT  0.99964876   -0 21 48.7
 CZ2072
 CZ2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2072!SPC AZ C     -   0.99993322  x   0.99990650  =   0.99983972
 CZ2072!UTM  12      -   0.99993322  x   0.99964876  =   0.99958200
 CZ2072
 CZ2072:                Primary Azimuth Mark                     Grid Az
 CZ2072:SPC AZ C     -  FOUR                                     036 45 22.9
 CZ2072:UTM  12      -  FOUR                                     037 15 09.5
 CZ2072
 CZ2072|---------------------------------------------------------------------|
 CZ2072| PID    Reference Object                     Distance      Geod. Az  |
 CZ2072|                                                           dddmmss.s |
 CZ2072| CZ2043 FOUR                                APPROX. 6.4 KM 0365320.8 |
 CZ2072| CH4069 AJ 51 RM E                            8.839 METERS 08919     |
 CZ2072| CH4070 AJ 51 RM S                            8.835 METERS 17920     |
 CZ2072|---------------------------------------------------------------------|
 CZ2072
 CZ2072                          SUPERSEDED SURVEY CONTROL
 CZ2072
 CZ2072  NAD 83(1986)-  32 46 38.41147(N)    111 40 17.28975(W) AD(       ) 1
 CZ2072  NAD 27      -  32 46 38.19775(N)    111 40 14.83847(W) AD(       ) 1
 CZ2072  NGVD 29 (07/19/86)  454.95   (m)         1492.6    (f) LEVELING    3  
 CZ2072
 CZ2072.Superseded values are not recommended for survey control.
 CZ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2072.See file dsdata.txt to determine how the superseded data were derived.
 CZ2072
 CZ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3711626803(NAD 83)
 CZ2072_MARKER: DD = SURVEY DISK
 CZ2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2072
 CZ2072  HISTORY     - Date     Condition        Report By
 CZ2072  HISTORY     - 1966     MONUMENTED       DMA
 CZ2072
 CZ2072                          STATION DESCRIPTION
 CZ2072
 CZ2072'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2072'T-7-S.  R-6-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2072'
 CZ2072'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2072'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2072'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2072'IS STAMPED--AJ 51 1966 ARMY MAP SERVICE.
 CZ2072'
 CZ2072'THE STATION MARK IS LOCATED 166 FEET WEST OF NORTH-SOUTH
 CZ2072'POWERLINE.  118 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2072'ROAD.  52 FEET WEST OF CENTERLINE OF NORTH-SOUTH IRRIGATION
 CZ2072'DITCH.  90 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2072'
 CZ2072'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2072'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2072'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 3.2
 CZ2072'MILES TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2073 ***********************************************************************
 CZ2073  DESIGNATION -  AJ 52
 CZ2073  PID         -  CZ2073
 CZ2073  STATE/COUNTY-  AZ/PINAL
 CZ2073  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2073
 CZ2073                         *CURRENT SURVEY CONTROL
 CZ2073  ___________________________________________________________________
 CZ2073* NAD 83(1992)-  32 45 51.77360(N)    111 40 17.51975(W)     ADJUSTED  
 CZ2073* NAVD 88     -       457.57   (+/-2cm)    1501.2    (feet)  VERTCON   
 CZ2073  ___________________________________________________________________
 CZ2073  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2073  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2073
 CZ2073  HORZ ORDER  -  FIRST
 CZ2073  VERT ORDER  -  THIRD ? (See Below)
 CZ2073
 CZ2073.The horizontal coordinates were established by classical geodetic methods
 CZ2073.and adjusted by the National Geodetic Survey in August 1993..
 CZ2073
 CZ2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2073.The vertical order pertains to the NGVD 29 superseded value.
 CZ2073
 CZ2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2073
 CZ2073.The geoid height was determined by GEOID03.
 CZ2073
 CZ2073;                    North         East     Units Scale Factor Converg.
 CZ2073;SPC AZ C     -   195,650.102   236,326.933   MT  0.99990650   +0 07 57.6
 CZ2073;SPC AZ C     -   641,896.66    775,350.83   iFT  0.99990650   +0 07 57.6
 CZ2073;UTM  12      - 3,625,366.241   437,101.351   MT  0.99964878   -0 21 48.4
 CZ2073
 CZ2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2073!SPC AZ C     -   0.99993290  x   0.99990650  =   0.99983940
 CZ2073!UTM  12      -   0.99993290  x   0.99964878  =   0.99958170
 CZ2073
 CZ2073:                Primary Azimuth Mark                     Grid Az
 CZ2073:SPC AZ C     -  AJ 51                                    000 06 22.9
 CZ2073:UTM  12      -  AJ 51                                    000 36 08.9
 CZ2073
 CZ2073|---------------------------------------------------------------------|
 CZ2073| PID    Reference Object                     Distance      Geod. Az  |
 CZ2073|                                                           dddmmss.s |
 CZ2073| CZ2072 AJ 51                               APPROX. 1.4 KM 0001420.5 |
 CZ2073| CH4071 AJ 52 RM E                            8.837 METERS 08938     |
 CZ2073| CH4072 AJ 52 RM S                            8.848 METERS 17935     |
 CZ2073|---------------------------------------------------------------------|
 CZ2073
 CZ2073                          SUPERSEDED SURVEY CONTROL
 CZ2073
 CZ2073  NAD 83(1986)-  32 45 51.76819(N)    111 40 17.51999(W) AD(       ) 1
 CZ2073  NAD 27      -  32 45 51.55339(N)    111 40 15.06991(W) AD(       ) 1
 CZ2073  NGVD 29 (07/19/86)  457.00   (m)         1499.3    (f) LEVELING    3  
 CZ2073
 CZ2073.Superseded values are not recommended for survey control.
 CZ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2073.See file dsdata.txt to determine how the superseded data were derived.
 CZ2073
 CZ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3710125366(NAD 83)
 CZ2073_MARKER: DD = SURVEY DISK
 CZ2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2073
 CZ2073  HISTORY     - Date     Condition        Report By
 CZ2073  HISTORY     - 1966     MONUMENTED       DMA
 CZ2073
 CZ2073                          STATION DESCRIPTION
 CZ2073
 CZ2073'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2073'T-7-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHEAST CORNER.
 CZ2073'
 CZ2073'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2073'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2073'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2073'IS STAMPED--AJ 52 1966 ARMY MAP SERVICE.
 CZ2073'
 CZ2073'THE STATION MARK IS LOCATED 72 FEET WEST OF THE CENTERLINE OF
 CZ2073'NORTH-SOUTH IRRIGATION DITCH.  138 FEET WEST OF THE CENTERLINE
 CZ2073'OF NORTH-SOUTH ROAD.  184 FEET WEST OF NORTH-SOUTH POWERLINE.  61
 CZ2073'FEET NORTH OF CENTERLINE OF EAST-WEST IRRIGATION DITCH.  494
 CZ2073'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 CZ2073'
 CZ2073'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2073'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2073'SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 4.2
 CZ2073'MILES TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2166 ***********************************************************************
 CZ2166  DESIGNATION -  AJ 53
 CZ2166  PID         -  CZ2166
 CZ2166  STATE/COUNTY-  AZ/PINAL
 CZ2166  USGS QUAD   -  ELOY NW (1981)
 CZ2166
 CZ2166                         *CURRENT SURVEY CONTROL
 CZ2166  ___________________________________________________________________
 CZ2166* NAD 83(1992)-  32 44 55.24348(N)    111 40 17.14865(W)     ADJUSTED  
 CZ2166* NAVD 88     -       460.22   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2166  ___________________________________________________________________
 CZ2166  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2166  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2166
 CZ2166  HORZ ORDER  -  FIRST
 CZ2166  VERT ORDER  -  THIRD ? (See Below)
 CZ2166
 CZ2166.The horizontal coordinates were established by classical geodetic methods
 CZ2166.and adjusted by the National Geodetic Survey in August 1993..
 CZ2166
 CZ2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2166.The vertical order pertains to the NGVD 29 superseded value.
 CZ2166
 CZ2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2166
 CZ2166.The geoid height was determined by GEOID03.
 CZ2166
 CZ2166;                    North         East     Units Scale Factor Converg.
 CZ2166;SPC AZ C     -   193,908.848   236,340.624   MT  0.99990651   +0 07 57.6
 CZ2166;SPC AZ C     -   636,183.88    775,395.75   iFT  0.99990651   +0 07 57.6
 CZ2166;UTM  12      - 3,623,625.382   437,099.968   MT  0.99964878   -0 21 47.6
 CZ2166
 CZ2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2166!SPC AZ C     -   0.99993248  x   0.99990651  =   0.99983900
 CZ2166!UTM  12      -   0.99993248  x   0.99964878  =   0.99958129
 CZ2166
 CZ2166|---------------------------------------------------------------------|
 CZ2166| PID    Reference Object                     Distance      Geod. Az  |
 CZ2166|                                                           dddmmss.s |
 CZ2166| CH4073 AJ 53 RM E                            8.833 METERS 08923     |
 CZ2166| CH4074 AJ 53 RM S                            8.834 METERS 17920     |
 CZ2166| CZ2172 AH 53                               APPROX. 1.5 KM 2661529.2 |
 CZ2166|---------------------------------------------------------------------|
 CZ2166
 CZ2166                          SUPERSEDED SURVEY CONTROL
 CZ2166
 CZ2166  NAD 83(1986)-  32 44 55.23808(N)    111 40 17.14877(W) AD(       ) 1
 CZ2166  NAD 27      -  32 44 55.02172(N)    111 40 14.70014(W) AD(       ) 1
 CZ2166  NGVD 29 (07/19/86)  459.65   (m)         1508.0    (f) LEVELING    3  
 CZ2166
 CZ2166.Superseded values are not recommended for survey control.
 CZ2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2166.See file dsdata.txt to determine how the superseded data were derived.
 CZ2166
 CZ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3710023625(NAD 83)
 CZ2166_MARKER: DD = SURVEY DISK
 CZ2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2166
 CZ2166  HISTORY     - Date     Condition        Report By
 CZ2166  HISTORY     - 1966     MONUMENTED       DMA
 CZ2166
 CZ2166                          STATION DESCRIPTION
 CZ2166
 CZ2166'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2166'T-8-S.  R-6-E.  IN SECTION 1 NEAR THE SOUTHEAST CORNER.
 CZ2166'
 CZ2166'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2166'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2166'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2166'IS STAMPED--AJ 53 1966 ARMY MAP SERVICE.
 CZ2166'
 CZ2166'THE STATION MARK IS LOCATED 99 FEET WEST OF THE CENTERLINE
 CZ2166'OF NORTH-SOUTH ROAD.  103 FEET NORTH OF THE CENTERLINE OF
 CZ2166'ROAD WEST.  41 FEET NORTH OF EAST-WEST POWERLINE.  40 FEET WEST
 CZ2166'OF NORTH-SOUTH POWERLINE.  137 FEET NORTH OF EAST-WEST POWERLINE.
 CZ2166'
 CZ2166'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2166'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2166'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 5.2 MILES TO A CROSSROAD
 CZ2166'AND THE STATION SITE.  (0.5 MILE SOUTH OF THE ARIZONA CITY POST
 CZ2166'OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2169 ***********************************************************************
 CZ2169  DESIGNATION -  AJ 54
 CZ2169  PID         -  CZ2169
 CZ2169  STATE/COUNTY-  AZ/PINAL
 CZ2169  USGS QUAD   -  ELOY NW (1981)
 CZ2169
 CZ2169                         *CURRENT SURVEY CONTROL
 CZ2169  ___________________________________________________________________
 CZ2169* NAD 83(1992)-  32 44 04.10375(N)    111 40 19.11270(W)     ADJUSTED  
 CZ2169* NAVD 88     -       462.60   (+/-2cm)    1517.7    (feet)  VERTCON   
 CZ2169  ___________________________________________________________________
 CZ2169  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CZ2169  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2169
 CZ2169  HORZ ORDER  -  FIRST
 CZ2169  VERT ORDER  -  THIRD ? (See Below)
 CZ2169
 CZ2169.The horizontal coordinates were established by classical geodetic methods
 CZ2169.and adjusted by the National Geodetic Survey in August 1993..
 CZ2169
 CZ2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2169.The vertical order pertains to the NGVD 29 superseded value.
 CZ2169
 CZ2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2169
 CZ2169.The geoid height was determined by GEOID03.
 CZ2169
 CZ2169;                    North         East     Units Scale Factor Converg.
 CZ2169;SPC AZ C     -   192,333.495   236,293.138   MT  0.99990648   +0 07 56.3
 CZ2169;SPC AZ C     -   631,015.40    775,239.95   iFT  0.99990648   +0 07 56.3
 CZ2169;UTM  12      - 3,622,050.905   437,038.868   MT  0.99964888   -0 21 48.2
 CZ2169
 CZ2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2169!SPC AZ C     -   0.99993211  x   0.99990648  =   0.99983860
 CZ2169!UTM  12      -   0.99993211  x   0.99964888  =   0.99958102
 CZ2169
 CZ2169|---------------------------------------------------------------------|
 CZ2169| PID    Reference Object                     Distance      Geod. Az  |
 CZ2169|                                                           dddmmss.s |
 CZ2169| CH4075 AJ 54 RM SE                           8.827 METERS 13433     |
 CZ2169| CH4076 AJ 54 RM SW                           8.833 METERS 22431     |
 CZ2169| CZ2286 CHUI                                APPROX.11.1 KM 2845634.6 |
 CZ2169|---------------------------------------------------------------------|
 CZ2169
 CZ2169                          SUPERSEDED SURVEY CONTROL
 CZ2169
 CZ2169  NAD 83(1986)-  32 44 04.09834(N)    111 40 19.11270(W) AD(       ) 1
 CZ2169  NAD 27      -  32 44 03.88053(N)    111 40 16.66536(W) AD(       ) 1
 CZ2169  NGVD 29 (07/19/86)  462.03   (m)         1515.8    (f) LEVELING    3  
 CZ2169
 CZ2169.Superseded values are not recommended for survey control.
 CZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2169.See file dsdata.txt to determine how the superseded data were derived.
 CZ2169
 CZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3703922051(NAD 83)
 CZ2169_MARKER: DD = SURVEY DISK
 CZ2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2169
 CZ2169  HISTORY     - Date     Condition        Report By
 CZ2169  HISTORY     - 1966     MONUMENTED       DMA
 CZ2169
 CZ2169                          STATION DESCRIPTION
 CZ2169
 CZ2169'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2169'T-8-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER.
 CZ2169'
 CZ2169'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2169'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2169'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2169'IS STAMPED--AJ 54 1966 ARMY MAP SERVICE.
 CZ2169'
 CZ2169'THE STATION MARK IS LOCATED 222 FEET WEST OF THE CENTERLINE OF
 CZ2169'NORTH-SOUTH ROAD.  234 FEET NORTH OF THE CENTERLINE OF
 CZ2169'EAST-WEST ROAD.  55 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2169'SUB.-DIV. ROAD.
 CZ2169'
 CZ2169'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2169'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2169'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 6.2 MILES TO A
 CZ2169'CROSSROAD AND THE STATION SITE.  (1.5 MILES SOUTH OF THE
 CZ2169'ARIZONA CITY POST OFFICE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2167 ***********************************************************************
 CZ2167  DESIGNATION -  AJ 55
 CZ2167  PID         -  CZ2167
 CZ2167  STATE/COUNTY-  AZ/PINAL
 CZ2167  USGS QUAD   -  ELOY NW (1981)
 CZ2167
 CZ2167                         *CURRENT SURVEY CONTROL
 CZ2167  ___________________________________________________________________
 CZ2167* NAD 83(1992)-  32 43 06.99256(N)    111 40 18.34383(W)     ADJUSTED  
 CZ2167* NAVD 88     -       466.26   (+/-2cm)    1529.7    (feet)  VERTCON   
 CZ2167  ___________________________________________________________________
 CZ2167  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CZ2167  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2167
 CZ2167  HORZ ORDER  -  FIRST
 CZ2167  VERT ORDER  -  THIRD ? (See Below)
 CZ2167
 CZ2167.The horizontal coordinates were established by classical geodetic methods
 CZ2167.and adjusted by the National Geodetic Survey in August 1993..
 CZ2167
 CZ2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2167.The vertical order pertains to the NGVD 29 superseded value.
 CZ2167
 CZ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2167
 CZ2167.The geoid height was determined by GEOID03.
 CZ2167
 CZ2167;                    North         East     Units Scale Factor Converg.
 CZ2167;SPC AZ C     -   190,574.375   236,317.220   MT  0.99990650   +0 07 56.5
 CZ2167;SPC AZ C     -   625,244.01    775,318.96   iFT  0.99990650   +0 07 56.5
 CZ2167;UTM  12      - 3,620,292.096   437,047.732   MT  0.99964887   -0 21 47.2
 CZ2167
 CZ2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2167!SPC AZ C     -   0.99993154  x   0.99990650  =   0.99983805
 CZ2167!UTM  12      -   0.99993154  x   0.99964887  =   0.99958043
 CZ2167
 CZ2167:                Primary Azimuth Mark                     Grid Az
 CZ2167:SPC AZ C     -  AK 55                                    080 16 55.8
 CZ2167:UTM  12      -  AK 55                                    080 46 39.5
 CZ2167
 CZ2167|---------------------------------------------------------------------|
 CZ2167| PID    Reference Object                     Distance      Geod. Az  |
 CZ2167|                                                           dddmmss.s |
 CZ2167| CZ2164 AK 55                               APPROX. 1.5 KM 0802452.3 |
 CZ2167| CH4077 AJ 55 RM E                            8.838 METERS 08914     |
 CZ2167| CH4078 AJ 55 RM S                            8.835 METERS 17913     |
 CZ2167|---------------------------------------------------------------------|
 CZ2167
 CZ2167                          SUPERSEDED SURVEY CONTROL
 CZ2167
 CZ2167  NAD 83(1986)-  32 43 06.98716(N)    111 40 18.34370(W) AD(       ) 1
 CZ2167  NAD 27      -  32 43 06.76758(N)    111 40 15.89782(W) AD(       ) 1
 CZ2167  NGVD 29 (07/19/86)  465.69   (m)         1527.9    (f) LEVELING    3  
 CZ2167
 CZ2167.Superseded values are not recommended for survey control.
 CZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2167.See file dsdata.txt to determine how the superseded data were derived.
 CZ2167
 CZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3704820292(NAD 83)
 CZ2167_MARKER: DD = SURVEY DISK
 CZ2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2167
 CZ2167  HISTORY     - Date     Condition        Report By
 CZ2167  HISTORY     - 1966     MONUMENTED       DMA
 CZ2167
 CZ2167                          STATION DESCRIPTION
 CZ2167
 CZ2167'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2167'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2167'
 CZ2167'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2167'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2167'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2167'GROUND.  THE MARK IS STAMPED--AJ 55 1966 ARMY MAP SERVICE.
 CZ2167'
 CZ2167'THE STATION MARK IS LOCATED 89 FEET SOUTHEAST OF CENTERLINE OF
 CZ2167'NORTHEAST-SOUTHWEST IRRIGATION DITCH.  47 FEET WEST OF
 CZ2167'NORTH-SOUTH FENCE.  83 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2167'ROAD.  181 FEET SOUTH OF EAST-WEST FENCE.  219 FEET SOUTH OF
 CZ2167'THE CENTERLINE OF EAST-WEST ROAD.
 CZ2167'
 CZ2167'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2167'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2167'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2167'CROSSROAD AND THE STATION SITE.  (2.5 MILES SOUTH OF THE
 CZ2167'ARIZONA CITY POST OFFICE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2168 ***********************************************************************
 CZ2168  DESIGNATION -  AJ 56
 CZ2168  PID         -  CZ2168
 CZ2168  STATE/COUNTY-  AZ/PINAL
 CZ2168  USGS QUAD   -  ELOY NW (1981)
 CZ2168
 CZ2168                         *CURRENT SURVEY CONTROL
 CZ2168  ___________________________________________________________________
 CZ2168* NAD 83(1992)-  32 42 15.95948(N)    111 40 18.78443(W)     ADJUSTED  
 CZ2168* NAVD 88     -       469.29   (+/-2cm)    1539.7    (feet)  VERTCON   
 CZ2168  ___________________________________________________________________
 CZ2168  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CZ2168  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2168
 CZ2168  HORZ ORDER  -  FIRST
 CZ2168  VERT ORDER  -  THIRD ? (See Below)
 CZ2168
 CZ2168.The horizontal coordinates were established by classical geodetic methods
 CZ2168.and adjusted by the National Geodetic Survey in August 1993..
 CZ2168
 CZ2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2168.The vertical order pertains to the NGVD 29 superseded value.
 CZ2168
 CZ2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2168
 CZ2168.The geoid height was determined by GEOID03.
 CZ2168
 CZ2168;                    North         East     Units Scale Factor Converg.
 CZ2168;SPC AZ C     -   189,002.407   236,309.376   MT  0.99990649   +0 07 56.1
 CZ2168;SPC AZ C     -   620,086.64    775,293.23   iFT  0.99990649   +0 07 56.1
 CZ2168;UTM  12      - 3,618,720.659   437,026.303   MT  0.99964890   -0 21 46.9
 CZ2168
 CZ2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2168!SPC AZ C     -   0.99993107  x   0.99990649  =   0.99983756
 CZ2168!UTM  12      -   0.99993107  x   0.99964890  =   0.99957999
 CZ2168
 CZ2168:                Primary Azimuth Mark                     Grid Az
 CZ2168:SPC AZ C     -  AK 56 RESET                              087 44 59.1
 CZ2168:UTM  12      -  AK 56 RESET                              088 14 42.1
 CZ2168
 CZ2168|---------------------------------------------------------------------|
 CZ2168| PID    Reference Object                     Distance      Geod. Az  |
 CZ2168|                                                           dddmmss.s |
 CZ2168| CZ2201 AK 56 RESET                         APPROX. 1.6 KM 0875255.2 |
 CZ2168| CH4079 AJ 56 RM E                            8.842 METERS 08911     |
 CZ2168| CH4080 AJ 56 RM S                            8.841 METERS 17910     |
 CZ2168|---------------------------------------------------------------------|
 CZ2168
 CZ2168                          SUPERSEDED SURVEY CONTROL
 CZ2168
 CZ2168  NAD 83(1986)-  32 42 15.95409(N)    111 40 18.78420(W) AD(       ) 1
 CZ2168  NAD 27      -  32 42 15.73291(N)    111 40 16.33947(W) AD(       ) 1
 CZ2168  NGVD 29 (07/19/86)  468.72   (m)         1537.8    (f) LEVELING    3  
 CZ2168
 CZ2168.Superseded values are not recommended for survey control.
 CZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2168.See file dsdata.txt to determine how the superseded data were derived.
 CZ2168
 CZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3702618721(NAD 83)
 CZ2168_MARKER: DD = SURVEY DISK
 CZ2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2168
 CZ2168  HISTORY     - Date     Condition        Report By
 CZ2168  HISTORY     - 1966     MONUMENTED       DMA
 CZ2168
 CZ2168                          STATION DESCRIPTION
 CZ2168
 CZ2168'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2168'T-8-S-.  R-6-E.  IN SECTION 25 NEAR THE NORTHEAST CORNER.
 CZ2168'
 CZ2168'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2168'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2168'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2168'GROUND.  THE MARK IS STAMPED--AJ 56 1966 ARMY MAP SERVICE.
 CZ2168'
 CZ2168'THE STATION MARK IS LOCATED 81 FEET WEST OF THE CENTERLINE OF
 CZ2168'NORTH-SOUTH ROAD.  47 FEET WEST OF NORTH-SOUTH FENCE.  85 FEET
 CZ2168'SOUTH OF EXTENDED CENTERLINE OF FIELD ROAD EAST.
 CZ2168'
 CZ2168'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2168'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2168'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 8.2 MILES TO A FIELD
 CZ2168'LINE EAST AND THE STATION SITE (3.5 MILES SOUTH OF THE ARIZONA
 CZ2168'CITY POST OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2170 ***********************************************************************
 CZ2170  DESIGNATION -  AJ 57
 CZ2170  PID         -  CZ2170
 CZ2170  STATE/COUNTY-  AZ/PINAL
 CZ2170  USGS QUAD   -  ELOY NW (1981)
 CZ2170
 CZ2170                         *CURRENT SURVEY CONTROL
 CZ2170  ___________________________________________________________________
 CZ2170* NAD 83(1992)-  32 41 24.42252(N)    111 40 19.36865(W)     ADJUSTED  
 CZ2170* NAVD 88     -       472.56   (+/-2cm)    1550.4    (feet)  VERTCON   
 CZ2170  ___________________________________________________________________
 CZ2170  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CZ2170  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2170
 CZ2170  HORZ ORDER  -  FIRST
 CZ2170  VERT ORDER  -  THIRD ? (See Below)
 CZ2170
 CZ2170.The horizontal coordinates were established by classical geodetic methods
 CZ2170.and adjusted by the National Geodetic Survey in August 1993..
 CZ2170
 CZ2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2170.The vertical order pertains to the NGVD 29 superseded value.
 CZ2170
 CZ2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2170
 CZ2170.The geoid height was determined by GEOID03.
 CZ2170
 CZ2170;                    North         East     Units Scale Factor Converg.
 CZ2170;SPC AZ C     -   187,414.913   236,297.823   MT  0.99990649   +0 07 55.6
 CZ2170;SPC AZ C     -   614,878.32    775,255.32   iFT  0.99990649   +0 07 55.6
 CZ2170;UTM  12      - 3,617,133.733   437,001.036   MT  0.99964894   -0 21 46.7
 CZ2170
 CZ2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2170!SPC AZ C     -   0.99993055  x   0.99990649  =   0.99983705
 CZ2170!UTM  12      -   0.99993055  x   0.99964894  =   0.99957952
 CZ2170
 CZ2170|---------------------------------------------------------------------|
 CZ2170| PID    Reference Object                     Distance      Geod. Az  |
 CZ2170|                                                           dddmmss.s |
 CZ2170| CH4081 AJ 57 RM E                            8.817 METERS 08902     |
 CZ2170| CH4082 AJ 57 RM S                            8.830 METERS 17906     |
 CZ2170| CZ2178 AG 59X                              APPROX. 5.6 KM 2062921.1 |
 CZ2170|---------------------------------------------------------------------|
 CZ2170
 CZ2170                          SUPERSEDED SURVEY CONTROL
 CZ2170
 CZ2170  NAD 83(1986)-  32 41 24.41713(N)    111 40 19.36829(W) AD(       ) 1
 CZ2170  NAD 27      -  32 41 24.19440(N)    111 40 16.92473(W) AD(       ) 1
 CZ2170  NGVD 29 (07/19/86)  471.99   (m)         1548.5    (f) LEVELING    3  
 CZ2170
 CZ2170.Superseded values are not recommended for survey control.
 CZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2170.See file dsdata.txt to determine how the superseded data were derived.
 CZ2170
 CZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3700117134(NAD 83)
 CZ2170_MARKER: DD = SURVEY DISK
 CZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2170
 CZ2170  HISTORY     - Date     Condition        Report By
 CZ2170  HISTORY     - 1966     MONUMENTED       DMA
 CZ2170
 CZ2170                          STATION DESCRIPTION
 CZ2170
 CZ2170'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2170'T-8-S.  R-6-E.  IN SECTION 25 NEAR THE SOUTHEAST CORNER.
 CZ2170'
 CZ2170'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2170'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2170'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2170'GROUND.  THE MARK IS STAMPED--AJ 57 1966 ARMY MAP SERVICE.
 CZ2170'
 CZ2170'THE STATION MARK IS LOCATED 75 FEET NORTH OF SMALL EAST-WEST
 CZ2170'DIKE.  81 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  51
 CZ2170'FEET WEST OF NORTH-SOUTH FENCE.  53 FEET NORTH OF ASSUMED
 CZ2170'EAST-WEST SECTION LINE.
 CZ2170'
 CZ2170'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2170'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2170'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 9.2 MILES TO A T TRAIL
 CZ2170'WEST AND THE STATION SITE.  (4.5 MILES SOUTH OF THE ARIZONA CITY
 CZ2170'POST OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2165 ***********************************************************************
 CZ2165  DESIGNATION -  AJ 58
 CZ2165  PID         -  CZ2165
 CZ2165  STATE/COUNTY-  AZ/PINAL
 CZ2165  USGS QUAD   -  ELOY NW (1981)
 CZ2165
 CZ2165                         *CURRENT SURVEY CONTROL
 CZ2165  ___________________________________________________________________
 CZ2165* NAD 83(1992)-  32 40 32.14052(N)    111 40 17.00346(W)     ADJUSTED  
 CZ2165* NAVD 88     -       475.16   (+/-2cm)    1558.9    (feet)  VERTCON   
 CZ2165  ___________________________________________________________________
 CZ2165  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CZ2165  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2165
 CZ2165  HORZ ORDER  -  FIRST
 CZ2165  VERT ORDER  -  THIRD ? (See Below)
 CZ2165
 CZ2165.The horizontal coordinates were established by classical geodetic methods
 CZ2165.and adjusted by the National Geodetic Survey in August 1993..
 CZ2165
 CZ2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2165.The vertical order pertains to the NGVD 29 superseded value.
 CZ2165
 CZ2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2165
 CZ2165.The geoid height was determined by GEOID03.
 CZ2165
 CZ2165;                    North         East     Units Scale Factor Converg.
 CZ2165;SPC AZ C     -   185,804.651   236,363.152   MT  0.99990652   +0 07 56.7
 CZ2165;SPC AZ C     -   609,595.31    775,469.66   iFT  0.99990652   +0 07 56.7
 CZ2165;UTM  12      - 3,615,523.382   437,052.438   MT  0.99964886   -0 21 44.9
 CZ2165
 CZ2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2165!SPC AZ C     -   0.99993015  x   0.99990652  =   0.99983667
 CZ2165!UTM  12      -   0.99993015  x   0.99964886  =   0.99957903
 CZ2165
 CZ2165|---------------------------------------------------------------------|
 CZ2165| PID    Reference Object                     Distance      Geod. Az  |
 CZ2165|                                                           dddmmss.s |
 CZ2165| CH4083 AJ 58 RM E                            8.835 METERS 08922     |
 CZ2165| CZ2160 AK 58                               APPROX. 1.6 KM 0895714.7 |
 CZ2165| CH4084 AJ 58 RM S                            8.835 METERS 17920     |
 CZ2165|---------------------------------------------------------------------|
 CZ2165
 CZ2165                          SUPERSEDED SURVEY CONTROL
 CZ2165
 CZ2165  NAD 83(1986)-  32 40 32.13513(N)    111 40 17.00298(W) AD(       ) 1
 CZ2165  NAD 27      -  32 40 31.91085(N)    111 40 14.56071(W) AD(       ) 1
 CZ2165  NGVD 29 (07/19/86)  474.59   (m)         1557.1    (f) LEVELING    3  
 CZ2165
 CZ2165.Superseded values are not recommended for survey control.
 CZ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2165.See file dsdata.txt to determine how the superseded data were derived.
 CZ2165
 CZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3705215523(NAD 83)
 CZ2165_MARKER: DD = SURVEY DISK
 CZ2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2165
 CZ2165  HISTORY     - Date     Condition        Report By
 CZ2165  HISTORY     - 1966     MONUMENTED       DMA
 CZ2165
 CZ2165                          STATION DESCRIPTION
 CZ2165
 CZ2165'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2165'T-8-S.  R-7-E.  IN SECTION 31 NEAR THE SOUTHWEST CORNER.
 CZ2165'
 CZ2165'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2165'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2165'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2165'GROUND.  THE MARK IS STAMPED--AJ 58 1966 ARMY MAP SERVICE.
 CZ2165'
 CZ2165'THE STATION MARK IS LOCATED 75 FEET NORTH OF THE CENTERLINE
 CZ2165'OF EAST-WEST ROAD.  47 FEET NORTH OF EAST-WEST POWERLINE.  178
 CZ2165'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2165'
 CZ2165'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2165'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2165'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 10.2 MILES TO A
 CZ2165'CROSSROAD AND THE STATION SITE.  (5.5 MILES SOUTH OF THE
 CZ2165'ARIZONA CITY POST OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2171 ***********************************************************************
 CZ2171  DESIGNATION -  AJ 59
 CZ2171  PID         -  CZ2171
 CZ2171  STATE/COUNTY-  AZ/PINAL
 CZ2171  USGS QUAD   -  ELOY NW (1981)
 CZ2171
 CZ2171                         *CURRENT SURVEY CONTROL
 CZ2171  ___________________________________________________________________
 CZ2171* NAD 83(1992)-  32 39 40.15180(N)    111 40 20.40451(W)     ADJUSTED  
 CZ2171* NAVD 88     -       475.55   (+/-2cm)    1560.2    (feet)  VERTCON   
 CZ2171  ___________________________________________________________________
 CZ2171  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CZ2171  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2171
 CZ2171  HORZ ORDER  -  FIRST
 CZ2171  VERT ORDER  -  THIRD ? (See Below)
 CZ2171
 CZ2171.The horizontal coordinates were established by classical geodetic methods
 CZ2171.and adjusted by the National Geodetic Survey in August 1993..
 CZ2171
 CZ2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2171.The vertical order pertains to the NGVD 29 superseded value.
 CZ2171
 CZ2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2171
 CZ2171.The geoid height was determined by GEOID03.
 CZ2171
 CZ2171;                    North         East     Units Scale Factor Converg.
 CZ2171;SPC AZ C     -   184,203.080   236,278.236   MT  0.99990647   +0 07 54.7
 CZ2171;SPC AZ C     -   604,340.81    775,191.06   iFT  0.99990647   +0 07 54.7
 CZ2171;UTM  12      - 3,613,923.016   436,953.720   MT  0.99964901   -0 21 46.3
 CZ2171
 CZ2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2171!SPC AZ C     -   0.99993008  x   0.99990647  =   0.99983656
 CZ2171!UTM  12      -   0.99993008  x   0.99964901  =   0.99957912
 CZ2171
 CZ2171|---------------------------------------------------------------------|
 CZ2171| PID    Reference Object                     Distance      Geod. Az  |
 CZ2171|                                                           dddmmss.s |
 CZ2171| CH4085 AJ 59 RM E                            8.837 METERS 08921     |
 CZ2171| CH4086 AJ 59 RM S                            8.840 METERS 17917     |
 CZ2171| CZ2178 AG 59X                              APPROX. 3.0 KM 2335945.9 |
 CZ2171|---------------------------------------------------------------------|
 CZ2171
 CZ2171                          SUPERSEDED SURVEY CONTROL
 CZ2171
 CZ2171  NAD 83(1986)-  32 39 40.14640(N)    111 40 20.40391(W) AD(       ) 1
 CZ2171  NAD 27      -  32 39 39.92070(N)    111 40 17.96275(W) AD(       ) 1
 CZ2171  NGVD 29 (07/19/86)  474.99   (m)         1558.4    (f) LEVELING    3  
 CZ2171
 CZ2171.Superseded values are not recommended for survey control.
 CZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2171.See file dsdata.txt to determine how the superseded data were derived.
 CZ2171
 CZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3695413923(NAD 83)
 CZ2171_MARKER: DD = SURVEY DISK
 CZ2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2171
 CZ2171  HISTORY     - Date     Condition        Report By
 CZ2171  HISTORY     - 1966     MONUMENTED       DMA
 CZ2171
 CZ2171                          STATION DESCRIPTION
 CZ2171
 CZ2171'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2171'T-9-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER OF THE
 CZ2171'NORTHEAST QUARTER
 CZ2171'
 CZ2171'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2171'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2171'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2171'GROUND.  THE MARK IS STAMPED--AJ 59 1966 ARMY MAP SERVICE.
 CZ2171'
 CZ2171'THE STATION MARK IS LOCATED 86 FEET WEST OF THE CENTERLINE OF
 CZ2171'NORTH-SOUTH ROAD.
 CZ2171'
 CZ2171'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2171'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2171'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 11.2 MILES TO THE
 CZ2171'STATION SITE.  (6.5 MILES SOUTH OF THE ARIZONA CITY POST OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1160 ***********************************************************************
 CG1160  DESIGNATION -  AJAX
 CG1160  PID         -  CG1160
 CG1160  STATE/COUNTY-  AZ/COCHISE
 CG1160  USGS QUAD   -  FAIRBANK (1952)
 CG1160
 CG1160                         *CURRENT SURVEY CONTROL
 CG1160  ___________________________________________________________________
 CG1160* NAD 83(1992)-  31 42 34.59787(N)    110 07 44.91038(W)     ADJUSTED  
 CG1160* NAVD 88     -      1569.7    (meters)    5150.     (feet)  VERTCON   
 CG1160  ___________________________________________________________________
 CG1160  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CG1160  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG1160
 CG1160  HORZ ORDER  -  SECOND
 CG1160
 CG1160.The horizontal coordinates were established by classical geodetic methods
 CG1160.and adjusted by the National Geodetic Survey in August 1993..
 CG1160
 CG1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1160
 CG1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1160
 CG1160.The geoid height was determined by GEOID03.
 CG1160
 CG1160;                    North         East     Units Scale Factor Converg.
 CG1160;SPC AZ E     -    78,671.229   216,916.619   MT  0.99990016   +0 01 11.0
 CG1160;SPC AZ E     -   258,107.71    711,668.70   iFT  0.99990016   +0 01 11.0
 CG1160;UTM  12      - 3,508,578.576   582,516.840   MT  0.99968398   +0 27 27.9
 CG1160
 CG1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1160!SPC AZ E     -   0.99975794  x   0.99990016  =   0.99965812
 CG1160!UTM  12      -   0.99975794  x   0.99968398  =   0.99944200
 CG1160
 CG1160|---------------------------------------------------------------------|
 CG1160| PID    Reference Object                     Distance      Geod. Az  |
 CG1160|                                                           dddmmss.s |
 CG1160| CS6087 AJAX RM 1                             8.349 METERS 19904     |
 CG1160| CS6088 AJAX RM 2                             6.320 METERS 27936     |
 CG1160|---------------------------------------------------------------------|
 CG1160
 CG1160                          SUPERSEDED SURVEY CONTROL
 CG1160
 CG1160  NAD 83(1986)-  31 42 34.59156(N)    110 07 44.90492(W) AD(       ) 2
 CG1160  NGVD 29 (06/28/91) 1568.8    (m)         5147.     (f) VERT ANG       
 CG1160
 CG1160.Superseded values are not recommended for survey control.
 CG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1160.See file dsdata.txt to determine how the superseded data were derived.
 CG1160
 CG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8251708579(NAD 83)
 CG1160_MARKER: DS = TRIANGULATION STATION DISK
 CG1160_SETTING: 66 = SET IN ROCK OUTCROP
 CG1160_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1160+STABILITY: POSITION/ELEVATION WELL
 CG1160
 CG1160  HISTORY     - Date     Condition        Report By
 CG1160  HISTORY     - 1903     MONUMENTED       USGS
 CG1160  HISTORY     - 1986     GOOD             AZDT
 CG1160
 CG1160                          STATION DESCRIPTION
 CG1160
 CG1160'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1160'THE STATION IS LOCATED ON TOP OF A HIGH HILL 4 MILES WEST OF TOMBSTONE
 CG1160'AND 4 MILES EAST OF FAIRBANKS.
 CG1160'
 CG1160'THE STATION MARK IS A USGS BRASS DISK WITH NO STAMPING.  IT IS SET IN
 CG1160'A DRILL HOLE IN ROCK ON TOP OF THE HILL.  THE STATION HAS ALMOST
 CG1160'UNLIMITED VISIBILITY AND WILL SEE TWO DOZEN MONUMENTED STATIONS.
 CG1160'
 CG1160'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AJAX RM 1 1903 1985---.  IT
 CG1160'IS SET IN A DRILL HOLE IN ROCK.
 CG1160'
 CG1160'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AJAX RM 2 1903 1985---.  IT
 CG1160'IS SET IN A DRILL HOLE IN ROCK.
 CG1160'
 CG1160'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---AJAX AZIMUTH MARK 1903
 CG1160'1985---.  IT IS SET IN A BOULDER 40 FEET WEST OF A TRACK ROAD, 33 FEET
 CG1160'SOUTHWEST OF A RAIN GAUGE AND 3 FEET WEST OF A CAIRN.
 CG1160'
 CG1160'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE TRAVEL
 CG1160'NORTHWEST ALONG ALLEN STREET FOR 0.35 MILE TO U.S. HIGHWAY 80.
 CG1160'CONTINUE NORTHWEST ALONG ALLEN STREET 1.05 MILES TO A FORK.  TAKE THE
 CG1160'RIGHT FORK WEST FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK 0.5 MILE
 CG1160'TO A GATE WHICH IS ABOUT 200 FEET SOUTHWEST OF SCHIEFFELIN MONUMENT.
 CG1160'PASS THROUGH THE GATE AND TRAVEL 0.1 MILE TO A TRACK ROAD AND A GATE
 CG1160'ON THE LEFT.  PASS THROUGH THE GATE ON TRACK ROAD FOR 0.1 MILE TO A
 CG1160'FORK.  TAKE THE RIGHT FORK NORTHWEST FOR 0.65 MILE TO A FORK.  TAKE
 CG1160'THE LEFT FORK FOR 1.45 MILES TO A FORK.  TAKE THE LEFT FORK SOUTHEAST
 CG1160'FOR 0.3 MILE TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE
 CG1160'RIGHT, CONTINUE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A CONCRETE
 CG1160'DAM AND A SMALL POND.  PACK SOUTH UP THE HILL TO THE THIRD 1 OF 3
 CG1160'PEAKS AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0796 ***********************************************************************
 CZ0796  DESIGNATION -  AJO
 CZ0796  PID         -  CZ0796
 CZ0796  STATE/COUNTY-  AZ/PIMA
 CZ0796  USGS QUAD   -  THREE POINTS (1992)
 CZ0796
 CZ0796                         *CURRENT SURVEY CONTROL
 CZ0796  ___________________________________________________________________
 CZ0796* NAD 83(1992)-  32 06 11.69548(N)    111 15 33.38261(W)     ADJUSTED  
 CZ0796* NAVD 88     -       756.19   (+/-2cm)    2480.9    (feet)  VERTCON   
 CZ0796  ___________________________________________________________________
 CZ0796  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ0796  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0796
 CZ0796  HORZ ORDER  -  SECOND
 CZ0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0796
 CZ0796.The horizontal coordinates were established by classical geodetic methods
 CZ0796.and adjusted by the National Geodetic Survey in August 1993..
 CZ0796
 CZ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0796.The vertical order pertains to the NGVD 29 superseded value.
 CZ0796
 CZ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0796
 CZ0796.The geoid height was determined by GEOID03.
 CZ0796
 CZ0796;                    North         East     Units Scale Factor Converg.
 CZ0796;SPC AZ C     -   122,504.061   275,403.878   MT  0.99994746   +0 20 57.8
 CZ0796;SPC AZ C     -   401,916.21    903,556.03   iFT  0.99994746   +0 20 57.8
 CZ0796;UTM  12      - 3,551,909.545   475,537.731   MT  0.99960738   -0 08 16.0
 CZ0796
 CZ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0796!SPC AZ C     -   0.99988597  x   0.99994746  =   0.99983344
 CZ0796!UTM  12      -   0.99988597  x   0.99960738  =   0.99949340
 CZ0796
 CZ0796:                Primary Azimuth Mark                     Grid Az
 CZ0796:SPC AZ C     -  RNG TUCSON RADIO TU                      066 24 24.7
 CZ0796:UTM  12      -  RNG TUCSON RADIO TU                      066 53 38.5
 CZ0796
 CZ0796|---------------------------------------------------------------------|
 CZ0796| PID    Reference Object                     Distance      Geod. Az  |
 CZ0796|                                                           dddmmss.s |
 CZ0796| CZ1979 RNG TUCSON RADIO TU                 APPROX.10.0 KM 0664522.5 |
 CZ0796| CZ1980 AIRWAY BCN RYAN FIELD TUCSON        APPROX. 9.2 KM 0665952.2 |
 CZ0796| CZ0797 AJO RM 2                             16.239 METERS 08423     |
 CZ0796| CZ0798 K 23 RM 1                                          0892820.8 |
 CZ0796| CZ0795 AJO RM 1                             16.582 METERS 35636     |
 CZ0796|---------------------------------------------------------------------|
 CZ0796
 CZ0796                          SUPERSEDED SURVEY CONTROL
 CZ0796
 CZ0796  NAD 83(1986)-  32 06 11.69043(N)    111 15 33.38161(W) AD(       ) 2
 CZ0796  NAD 27      -  32 06 11.41210(N)    111 15 31.01100(W) AD(       ) 2
 CZ0796  NGVD 29 (??/??/92)  755.510  (m)         2478.70   (f) ADJ UNCH    2 0
 CZ0796
 CZ0796.Superseded values are not recommended for survey control.
 CZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0796.See file dsdata.txt to determine how the superseded data were derived.
 CZ0796
 CZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7553851910(NAD 83)
 CZ0796_MARKER: DS = TRIANGULATION STATION DISK
 CZ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0796_STAMPING: AJO 1962
 CZ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0796+STABILITY: SURFACE MOTION
 CZ0796
 CZ0796  HISTORY     - Date     Condition        Report By
 CZ0796  HISTORY     - 1962     MONUMENTED       CGS
 CZ0796  HISTORY     - 1962     GOOD             CGS
 CZ0796  HISTORY     - 1978     GOOD             AZDT
 CZ0796  HISTORY     - 1982     GOOD             NGS
 CZ0796  HISTORY     - 19950103 GOOD             USPSQD
 CZ0796  HISTORY     - 20011210 GOOD             NGS
 CZ0796
 CZ0796                          STATION DESCRIPTION
 CZ0796
 CZ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ0796'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF RYAN FIELD AND
 CZ0796'4 MILES NORTHEAST OF THREE POINTS JUNCTION (JUNCTION OF STATE
 CZ0796'ROUTES 86 AND 286), ON THE NORTH SIDE OF A DIRT ROAD ABOUT 1/4
 CZ0796'MILE NORTH OF STATE ROUTE 86.
 CZ0796'
 CZ0796'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE ROUTES
 CZ0796'93, 789 AND 86 IN SOUTH TUCSON, GO WEST AND SOUTHWEST ON STATE
 CZ0796'ROUTE 86 (AJO ROAD) FOR 12.5 MILES TO THE ENTRANCE TO RYAN
 CZ0796'FIELD.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 5.0 MILES TO
 CZ0796'A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW
 CZ0796'DIRT ROAD WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CZ0796'CONTINUE WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CZ0796'
 CZ0796'THE STATION MARK, STAMPED AJO 1962, IS A STANDARD DISK SET
 CZ0796'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 61-1/2
 CZ0796'FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD AND 2 FEET EAST
 CZ0796'OF A METAL WITNESS POST WITH SIGN.
 CZ0796'
 CZ0796'REFERENCE MARK 1, STAMPED AJO NO 1 1962, IS A STANDARD
 CZ0796'DISK SET IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 CZ0796'
 CZ0796'REFERENCE MARK 2, STAMPED AJO NO 2 1962, IS A STANDARD DISK
 CZ0796'SET IN A CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS
 CZ0796'62-1/2 FEET NORTH OF THE CENTER OF THE ROAD.
 CZ0796'
 CZ0796'A STANDARD REFERENCE MARK DISK STAMPED U.S.G.S. K--23 NO 1
 CZ0796'1935 WAS USED FOR THE AZIMUTH MARK.  THE DISK IS SET IN A CONCRETE
 CZ0796'POST THAT HAS BEEN PARTIALLY BROKEN OFF.  THE MONUMENT IS
 CZ0796'STILL SOLID AND PROJECTS ABOUT 4 INCHES.  IT IS ON THE WEST
 CZ0796'SLOPE OF A SLIGHT RISE 38 FEET SOUTH OF THE CENTER OF THE
 CZ0796'DIRT ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.
 CZ0796
 CZ0796                          STATION RECOVERY (1962)
 CZ0796
 CZ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0796'19.0 MI SW FROM TUCSON.
 CZ0796'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0796'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE, 58 FEET
 CZ0796'NORTH OF THE CENTER OF A GRADED ROAD, 2.4 FEET EAST OF A METAL WITNESS
 CZ0796'POST.  THE MARK IS A TRIANGULATION STATION DISK SET IN THE TOP OF A
 CZ0796'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 CZ0796
 CZ0796                          STATION RECOVERY (1978)
 CZ0796
 CZ0796'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ0796'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ0796'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CZ0796'ANGLES CHECKED THE 1962 OBSERVATIONS.
 CZ0796'
 CZ0796'THE 1962 DESCRIPTION IS ADEQUATE.  A NEW POWER LINE HAS BEEN
 CZ0796'CONSTRUCTED AND THE STATION IS NOW 7.5 FEET SOUTH OF THE POWER LINE.
 CZ0796'RM 2 IS 5 FEET SOUTH AND RM 1 IS 46 FEET NORTH OF THE POWER LINE.
 CZ0796
 CZ0796                          STATION RECOVERY (1982)
 CZ0796
 CZ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 CZ0796'THE STATION, REFERENCE MARKS ONE AND TWO, AND THE AZIMUTH MARK,
 CZ0796'K 23 (USGS) RM 1 1935 WERE RECOVERED IN GOOD CONDITION AS
 CZ0796'ORIGINALLY DESCRIBED IN 1962 BY L.G. BURDINE.  THE STAMPING ON ALL
 CZ0796'DISKS IS AS LISTED IN THE 1962 DESCRIPTION.  THE RECOVERY NOTES
 CZ0796'OF 1962 BY USGS AND 1979 BY AZDT ARE APPARENTLY THE RESULT OF
 CZ0796'SOME MASSIVE BLUNDER, POSSIBLY TWO STATIONS WITH THE SAME NAME.
 CZ0796'THE TOWN OF AJO IS ABOUT 100 MILES WEST OF THIS STATION, THIS
 CZ0796'STATION WAS PROBABLY SO NAMED BECAUSE STATE ROUTE 86 IS KNOWN
 CZ0796'LOCALLY AS AJO WAY.
 CZ0796'
 CZ0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. NE OF
 CZ0796'THREE POINTS JUNCTION.
 CZ0796
 CZ0796                          STATION RECOVERY (1995)
 CZ0796
 CZ0796'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0796'RECOVERED IN GOOD CONDITION.
 CZ0796
 CZ0796                          STATION RECOVERY (2001)
 CZ0796
 CZ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0796'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1532 ***********************************************************************
 DA1532  DESIGNATION -  AJO
 DA1532  PID         -  DA1532
 DA1532  STATE/COUNTY-  AZ/PIMA
 DA1532  USGS QUAD   -  AJO SOUTH (1990)
 DA1532
 DA1532                         *CURRENT SURVEY CONTROL
 DA1532  ___________________________________________________________________
 DA1532* NAD 83(1992)-  32 19 25.07311(N)    112 50 34.22952(W)     ADJUSTED  
 DA1532* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 DA1532  ___________________________________________________________________
 DA1532  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DA1532  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA1532
 DA1532  HORZ ORDER  -  FIRST
 DA1532
 DA1532.The horizontal coordinates were established by classical geodetic methods
 DA1532.and adjusted by the National Geodetic Survey in August 1993..
 DA1532
 DA1532.The orthometric height was scaled from a topographic map.
 DA1532
 DA1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1532
 DA1532.The geoid height was determined by GEOID03.
 DA1532
 DA1532;                    North         East     Units Scale Factor Converg.
 DA1532;SPC AZ C     -   147,127.683   126,158.709   MT  0.99999374   -0 29 42.9
 DA1532;SPC AZ C     -   482,702.37    413,906.53   iFT  0.99999374   -0 29 42.9
 DA1532;UTM  12      - 3,577,800.647   326,535.046   MT  0.99997107   -0 59 08.2
 DA1532
 DA1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1532!SPC AZ C     -   0.99986090  x   0.99999374  =   0.99985464
 DA1532!UTM  12      -   0.99986090  x   0.99997107  =   0.99983197
 DA1532
 DA1532:                Primary Azimuth Mark                     Grid Az
 DA1532:SPC AZ C     -  S 36                                     012 57 19.9
 DA1532:UTM  12      -  S 36                                     013 26 45.2
 DA1532
 DA1532|---------------------------------------------------------------------|
 DA1532| PID    Reference Object                     Distance      Geod. Az  |
 DA1532|                                                           dddmmss.s |
 DA1532| DA1221 S 36                                               0122737.0 |
 DA1532| DA1536 AJO RM 1                              9.272 METERS 01556     |
 DA1532| CH4087 AJO RM                               21.040 METERS 10333     |
 DA1532| DA1535 AJO RM 2                             12.049 METERS 10333     |
 DA1532| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX. 5.6 KM 3232328.0 |
 DA1532| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX. 5.2 KM 3443909.1 |
 DA1532|---------------------------------------------------------------------|
 DA1532
 DA1532                          SUPERSEDED SURVEY CONTROL
 DA1532
 DA1532  NAD 83(1986)-  32 19 25.06103(N)    112 50 34.23333(W) AD(       ) 1
 DA1532  NAD 27      -  32 19 24.84100(N)    112 50 31.68500(W) AD(       ) 1
 DA1532
 DA1532.Superseded values are not recommended for survey control.
 DA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1532.See file dsdata.txt to determine how the superseded data were derived.
 DA1532
 DA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2653577801(NAD 83)
 DA1532
 DA1532  HISTORY     - Date     Condition        Report By
 DA1532  HISTORY     - 1920     MONUMENTED       CGS
 DA1532  HISTORY     - 1936     GOOD             CGS
 DA1532  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA1532
 DA1532                          STATION DESCRIPTION
 DA1532
 DA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1532'ON THE SUMMIT OF A BLACK MOUNTAIN (THE HIGHEST POINT ON THE
 DA1532'HIGHEST HILL WITHIN A RADIUS OF 6 MILES FROM THE TOWN OF
 DA1532'AJO), AND 3 MILES, AIR LINE, SOUTHEAST OF AJO.  STATION IS BEST
 DA1532'REACHED BY TAKING THE SONOYTA ROAD SOUTH FROM AJO FOR 3 MILES.
 DA1532'THE MOUNTAIN IS ON THE EAST SIDE OF THE SONOYTA ROAD AND ABOUT
 DA1532'1 MILE FROM THE ROAD.  MARKED BY A STANDARD BRONZE DISK.
 DA1532'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1532'REFERENCE DISK, IS 9.278 METERS (30.44 FEET) FROM
 DA1532'STATION N 15 DEG 56 MIN E.  REFERENCE MARK NO. 2, A
 DA1532'STANDARD BRONZE REFERENCE DISK, IS 12.042 METERS
 DA1532'(39.51 FEET) FROM STATION S 76 DEG 26 MIN E.  THE
 DA1532'AZIMUTH MARK, BENCH MARK S 36, WAS ESTABLISHED IN 1933 BY
 DA1532'THE COAST AND GEODETIC SURVEY.  IT IS AT AN INTERSECTION
 DA1532'OF THE AJO-TUCSON HIGHWAY WITH A PLAIN TRACK ROAD TO THE
 DA1532'SOUTH, 1.3 MILES SOUTHEAST OF ROWOOD POST OFFICE, ABOUT 10
 DA1532'YARDS SOUTH OF THE MAIN HIGHWAY, AND ABOUT 3 MILES FROM
 DA1532'STATION N 12 DEG 28 MIN E.
 DA1532
 DA1532                          STATION RECOVERY (1962)
 DA1532
 DA1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1532'STATION MARK NOT FOUND, PROBABLY DESTROYED.  A NEW STATION MARK WAS
 DA1532'SET IN OUTCROPPING ROCK IN APPROXIMATE SAME LOCATION.
 DA1532'
 DA1532'SEE DESCRIPTION FOR STATION AJO 2 1962.
 DA1532'
 DA1532'THIS DATA TRANSFERRED FROM USGS DATA SHEET.
 DA1532'
 DA1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DA1532'SOUTHEAST OF AJO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1537 ***********************************************************************
 DA1537  DESIGNATION -  AJO 2
 DA1537  PID         -  DA1537
 DA1537  STATE/COUNTY-  AZ/PIMA
 DA1537  USGS QUAD   -  AJO SOUTH (1990)
 DA1537
 DA1537                         *CURRENT SURVEY CONTROL
 DA1537  ___________________________________________________________________
 DA1537* NAD 83(1992)-  32 19 25.07670(N)    112 50 34.22602(W)     ADJUSTED  
 DA1537* NAVD 88     -       918.1    (meters)    3012.     (feet)  VERTCON   
 DA1537  ___________________________________________________________________
 DA1537  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DA1537  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA1537
 DA1537  HORZ ORDER  -  SECOND
 DA1537
 DA1537.The horizontal coordinates were established by classical geodetic methods
 DA1537.and adjusted by the National Geodetic Survey in August 1993..
 DA1537
 DA1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1537
 DA1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1537
 DA1537.The geoid height was determined by GEOID03.
 DA1537
 DA1537;                    North         East     Units Scale Factor Converg.
 DA1537;SPC AZ C     -   147,127.793   126,158.802   MT  0.99999374   -0 29 42.9
 DA1537;SPC AZ C     -   482,702.73    413,906.83   iFT  0.99999374   -0 29 42.9
 DA1537;UTM  12      - 3,577,800.756   326,535.140   MT  0.99997107   -0 59 08.2
 DA1537
 DA1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1537!SPC AZ C     -   0.99986083  x   0.99999374  =   0.99985457
 DA1537!UTM  12      -   0.99986083  x   0.99997107  =   0.99983191
 DA1537
 DA1537|---------------------------------------------------------------------|
 DA1537| PID    Reference Object                     Distance      Geod. Az  |
 DA1537|                                                           dddmmss.s |
 DA1537| DA1536 AJO RM 1                              9.141 METERS 01534     |
 DA1537| DA1534 DARBY                               APPROX. 3.9 KM 0342252.4 |
 DA1537| DA1535 AJO RM 2                             11.986 METERS 10410     |
 DA1537| DA1268 CARDIGAN                            APPROX. 7.8 KM 3053901.4 |
 DA1537| DA1528 AJO AFB BEACON                      APPROX.14.2 KM 3545838.1 |
 DA1537|---------------------------------------------------------------------|
 DA1537
 DA1537                          SUPERSEDED SURVEY CONTROL
 DA1537
 DA1537  NAD 83(1986)-  32 19 25.06495(N)    112 50 34.22995(W) AD(       ) 2
 DA1537  NAD 27      -  32 19 24.84570(N)    112 50 31.68482(W) AD(       ) 2
 DA1537  NGVD 29 (07/19/86)  917.4    (m)         3010.     (f) VERT ANG       
 DA1537
 DA1537.Superseded values are not recommended for survey control.
 DA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1537.See file dsdata.txt to determine how the superseded data were derived.
 DA1537
 DA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2653577801(NAD 83)
 DA1537_MARKER: DS = TRIANGULATION STATION DISK
 DA1537_SETTING: 66 = SET IN ROCK OUTCROP
 DA1537_SP_SET: SET IN ROCK OUTCROP
 DA1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1537+STABILITY: POSITION/ELEVATION WELL
 DA1537
 DA1537  HISTORY     - Date     Condition        Report By
 DA1537  HISTORY     - 1962     MONUMENTED       USGS
 DA1537  HISTORY     - 1975     GOOD             USGS
 DA1537  HISTORY     - 1977     GOOD             NGS
 DA1537  HISTORY     - 1979     GOOD             AZDT
 DA1537
 DA1537                          STATION DESCRIPTION
 DA1537
 DA1537'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1537'LOCATED ABOUT 3 MI SE. OF AJO.  ON SUMMIT OF BLACK MOUNTAIN.
 DA1537'
 DA1537'REACHED BY HELICOPTER.
 DA1537'
 DA1537'STATION MARK--STANDARD TABLET STAMPED---AJO 2 1962---, IN ROCK
 DA1537'OUTCROP IN APPROXIMATE LOCATION OF ORIGINAL STATION.
 DA1537'
 DA1537'RM 1--NGS RM DISK STAMPED---AJO 1920 NO 1 1935---, IN ROCK.
 DA1537'
 DA1537'RM 2--NGS RM DISK STAMPED---AJO 1920 NO 2 1935---, IN ROCK.
 DA1537
 DA1537                          STATION RECOVERY (1975)
 DA1537
 DA1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DA1537'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 DA1537'GOOD CONDITION.  THE STATION MARK IS A USGS BENCH MARK DISK STAMPED
 DA1537'AJO NO. 2 1962 AND IS CEMENTED IN BED ROCK.  REFERENCE MARK 1 AND 2
 DA1537'ARE USC AND GS DISKS STAMPED RM 1 AND 2 1920 1935 RESPECTIVELY AND
 DA1537'CEMENTED IN BED ROCK, RM 1 IS ABOUT 8 FEET LOWER THAN STATION AND
 DA1537'RM 3 ABOUT 3 FEET LOWER.
 DA1537'
 DA1537'TO REACH THE STATION FROM CENTER OF AJO, GO SOUTHEAST ON STATE ROUTE
 DA1537'85-86 FOR ABOUT 2.55 MILES TO DARBY WELL RD. TURN RIGHT (SOUTH) ON
 DA1537'DARBY WELL RD. FOR 1.9 MILES TO END OF PAVEMENT AND A ROAD FORK,
 DA1537'TAKE LEFT FORK FOR 0.2 MILES TO CORRALS ON THE LEFT, CONTINUE ON
 DA1537'MAIN TRAVELED ROAD FOR 0.5 MILES TO A DIM TRACK ROAD THAT LEADS
 DA1537'EAST THEN SOUTHEAST.  TURN LEFT AND CONTINUE FOR 0.6 MILES TO BASE
 DA1537'OF FOOT HILLS AND END OF TRACK ROAD.  AT THIS POINT YOU ARE LOOKING
 DA1537'INTO CLIFFS AND A LOW RIDGE LEADING WEST.  PACK TOWARD THE CLIFFS
 DA1537'AND A SMALL SADDLE BETWEEN THE RIDGE AND BASE OF MOUNTAIN.  FROM
 DA1537'THE SADDLE, PACK OVER THE CLIFFS ON THE RIDGE AND CONTINUE IN THE
 DA1537'MAIN CANYON TO YOUR LEFT TO THE SADDLE JUST SOUTH OF THE STATION
 DA1537'APPROX. 1 HR. 15 MINUTE PACK.
 DA1537'
 DA1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1537'SOUTHEAST OF AJO.
 DA1537'
 DA1537'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1537
 DA1537                          STATION RECOVERY (1977)
 DA1537
 DA1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DA1537'THE STATION MARK, REFERENCE MARK 2 AND 1 WERE RECOVERED AND FOUND IN
 DA1537'GOOD CONDITION.  DISTANCE TO RM 2 CHECKED WITHIN 8 MM AND RM 1
 DA1537'CHECKED WITHIN 5 MM.  THE METER DISTANCE TO RM 1 IN THE 1975
 DA1537'DESCRIPTION IS IN ERROR BY 0.316 METERS.  THE ANGLE BETWEEN REFERENCE
 DA1537'MARKS CHECKS THE 1975 MEASUREMENT BY 4 SECONDS.
 DA1537'
 DA1537'THE 1975 DESCRIPTION IS ADEQUATE.
 DA1537'
 DA1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1537'SOUTHEAST OF AJO.
 DA1537'
 DA1537'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1537
 DA1537                          STATION RECOVERY (1979)
 DA1537
 DA1537'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DA1537'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 DA1537'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 DA1537'
 DA1537'TO REACH THE STATION FROM HWY. 85-86 FROM THE PLAZA IN THE CENTER OF
 DA1537'AJO, TRAVEL SOUTHEAST 2.55 MILES TO DARBY WELL ROAD, TURN RIGHT (SOUTH
 DA1537'ON DARBY WELL ROAD) 1.9 MILES TO END OF PAVEMENT AND A FORK, TAKE LEFT
 DA1537'FORK 0.2 MILES TO CORRALS ON LEFT, CONTINUE ON MAIN TRAVELED ROAD 0.1
 DA1537'MILE TO TRAIL LEFT WHICH IS DARBY WELL, CONTINUE ON MAIN TRAVELED ROAD
 DA1537'0.5 MILE TO DIM TRACK ROAD THAT LEADS EAST AND THEN SOUTHEAST, TURN
 DA1537'LEFT CONTINUE 0.6 MILE TO BASE OF FOOTHILLS AND END OF TRUCK TRAVEL,
 DA1537'LOOKING INTO CLIFFS AND A LOW RIDGE LEADING WEST, PACK TOWARD THE
 DA1537'CLIFFS AND A SMALL SADDLE BETWEEN THE RIDGE AND BASE OF MOUNTAIN FROM
 DA1537'THE SADDLE PACK UP OVER THE CLIFFS ON THE LEDGES AND CONTINUE IN THE
 DA1537'MAIN CANYON.  TO YOUR LEFT, TO THE SADDLE JUST SOUTH OF THE STATION.
 DA1537'APPROXIMATELY ONE HOUR AND 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1531 ***********************************************************************
 DA1531  DESIGNATION -  AJO PHELPS DODGE SMELT STACK
 DA1531  PID         -  DA1531
 DA1531  STATE/COUNTY-  AZ/PIMA
 DA1531  USGS QUAD   -  AJO SOUTH (1990)
 DA1531
 DA1531                         *CURRENT SURVEY CONTROL
 DA1531  ___________________________________________________________________
 DA1531* NAD 83(1992)-  32 22 07.33004(N)    112 51 26.70348(W)     ADJUSTED  
 DA1531* NAVD 88     -                                                        
 DA1531  ___________________________________________________________________
 DA1531  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DA1531  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1531
 DA1531  HORZ ORDER  -  THIRD
 DA1531
 DA1531.The horizontal coordinates were established by classical geodetic methods
 DA1531.and adjusted by the National Geodetic Survey in August 1993..
 DA1531
 DA1531
 DA1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1531
 DA1531.The geoid height was determined by GEOID03.
 DA1531
 DA1531;                    North         East     Units Scale Factor Converg.
 DA1531;SPC AZ C     -   152,137.524   124,830.196   MT  0.99999662   -0 30 13.2
 DA1531;SPC AZ C     -   499,138.86    409,547.89   iFT  0.99999662   -0 30 13.2
 DA1531;UTM  12      - 3,582,821.574   325,249.511   MT  0.99997659   -0 59 40.7
 DA1531
 DA1531                          SUPERSEDED SURVEY CONTROL
 DA1531
 DA1531  NAD 83(1986)-  32 22 07.31947(N)    112 51 26.71013(W) AD(       ) 4
 DA1531  NAD 27      -  32 22 07.11600(N)    112 51 24.16500(W) AD(       ) 3
 DA1531
 DA1531.Superseded values are not recommended for survey control.
 DA1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1531.See file dsdata.txt to determine how the superseded data were derived.
 DA1531
 DA1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2525082822(NAD 83)
 DA1531_MARKER: 63 = STACK
 DA1531
 DA1531  HISTORY     - Date     Condition        Report By
 DA1531  HISTORY     - 1936     FIRST OBSERVED   CGS
 DA1531  HISTORY     - 1948     SEE DESCRIPTION  CGS
 DA1531
 DA1531                          STATION DESCRIPTION
 DA1531
 DA1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DA1531'LETTER OF MR. R. LENON, P.O. BOX 525, PATAGONIA, ARIZONIA,
 DA1531'DATED MARCH 16, 1948--
 DA1531'
 DA1531'NO SMELTER IN AJO, PROBABLY POWER PLANT.  THERE ARE RUMORS OF THE
 DA1531'CONSTRUCTION OF A SMELTER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0795 ***********************************************************************
 CZ0795  DESIGNATION -  AJO RM 1
 CZ0795  PID         -  CZ0795
 CZ0795  STATE/COUNTY-  AZ/PIMA
 CZ0795  USGS QUAD   -  THREE POINTS (1992)
 CZ0795
 CZ0795                         *CURRENT SURVEY CONTROL
 CZ0795  ___________________________________________________________________
 CZ0795* NAD 83(1986)-  32 06 12.     (N)    111 15 33.     (W)     SCALED    
 CZ0795* NAVD 88     -       756.03   (+/-2cm)    2480.4    (feet)  VERTCON   
 CZ0795  ___________________________________________________________________
 CZ0795  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0795
 CZ0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0795
 CZ0795.The horizontal coordinates were scaled from a topographic map and have
 CZ0795.an estimated accuracy of +/- 6 seconds.
 CZ0795
 CZ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0795.The vertical order pertains to the NGVD 29 superseded value.
 CZ0795
 CZ0795.The geoid height was determined by GEOID03.
 CZ0795
 CZ0795;                    North         East    Units  Estimated Accuracy
 CZ0795;SPC AZ C     -   122,510.      275,410.      MT  (+/- 180 meters Scaled)
 CZ0795
 CZ0795                          SUPERSEDED SURVEY CONTROL
 CZ0795
 CZ0795  NGVD 29 (??/??/92)  755.344  (m)         2478.16   (f) ADJ UNCH    2 0
 CZ0795
 CZ0795.Superseded values are not recommended for survey control.
 CZ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0795.See file dsdata.txt to determine how the superseded data were derived.
 CZ0795
 CZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA755519(NAD 83)
 CZ0795_MARKER: DR = REFERENCE MARK DISK
 CZ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0795_STAMPING: AJO NO 1 1962
 CZ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0795+STABILITY: SURFACE MOTION
 CZ0795
 CZ0795  HISTORY     - Date     Condition        Report By
 CZ0795  HISTORY     - 1962     MONUMENTED       CGS
 CZ0795
 CZ0795                          STATION DESCRIPTION
 CZ0795
 CZ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0795'19.0 MI SW FROM TUCSON.
 CZ0795'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0795'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE, 115 FEET
 CZ0795'NORTH OF THE CENTER OF A GRADED ROAD.  THE MARK IS A REFERENCE MARK
 CZ0795'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 6
 CZ0795'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0797 ***********************************************************************
 CZ0797  DESIGNATION -  AJO RM 2
 CZ0797  PID         -  CZ0797
 CZ0797  STATE/COUNTY-  AZ/PIMA
 CZ0797  USGS QUAD   -  THREE POINTS (1992)
 CZ0797
 CZ0797                         *CURRENT SURVEY CONTROL
 CZ0797  ___________________________________________________________________
 CZ0797* NAD 83(1986)-  32 06 12.     (N)    111 15 33.     (W)     SCALED    
 CZ0797* NAVD 88     -       756.17   (+/-2cm)    2480.9    (feet)  VERTCON   
 CZ0797  ___________________________________________________________________
 CZ0797  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0797
 CZ0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0797
 CZ0797.The horizontal coordinates were scaled from a topographic map and have
 CZ0797.an estimated accuracy of +/- 6 seconds.
 CZ0797
 CZ0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0797.The vertical order pertains to the NGVD 29 superseded value.
 CZ0797
 CZ0797.The geoid height was determined by GEOID03.
 CZ0797
 CZ0797;                    North         East    Units  Estimated Accuracy
 CZ0797;SPC AZ C     -   122,510.      275,410.      MT  (+/- 180 meters Scaled)
 CZ0797
 CZ0797                          SUPERSEDED SURVEY CONTROL
 CZ0797
 CZ0797  NGVD 29 (??/??/92)  755.488  (m)         2478.63   (f) ADJ UNCH    2 0
 CZ0797
 CZ0797.Superseded values are not recommended for survey control.
 CZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0797.See file dsdata.txt to determine how the superseded data were derived.
 CZ0797
 CZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA755519(NAD 83)
 CZ0797_MARKER: DR = REFERENCE MARK DISK
 CZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0797_STAMPING: AJO NO 2 1962
 CZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0797+STABILITY: SURFACE MOTION
 CZ0797
 CZ0797  HISTORY     - Date     Condition        Report By
 CZ0797  HISTORY     - 1962     MONUMENTED       CGS
 CZ0797
 CZ0797                          STATION DESCRIPTION
 CZ0797
 CZ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0797'19 MI SW FROM TUCSON.
 CZ0797'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0797'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE ALONG A
 CZ0797'GRADED ROAD, 60 FEET NORTH OF THE CENTER OF A GRADED ROAD, 56 FEET
 CZ0797'EAST OF A METAL WITNESS POST.  THE MARK IS A REFERENCE MARK SET IN THE
 CZ0797'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2122 ***********************************************************************
 CZ2122  DESIGNATION -  AK 43
 CZ2122  PID         -  CZ2122
 CZ2122  STATE/COUNTY-  AZ/PINAL
 CZ2122  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2122
 CZ2122                         *CURRENT SURVEY CONTROL
 CZ2122  ___________________________________________________________________
 CZ2122* NAD 83(1992)-  32 53 40.29639(N)    111 39 12.20989(W)     ADJUSTED  
 CZ2122* NAVD 88     -       435.02   (+/-2cm)    1427.2    (feet)  VERTCON   
 CZ2122  ___________________________________________________________________
 CZ2122  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2122  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2122
 CZ2122  HORZ ORDER  -  FIRST
 CZ2122  VERT ORDER  -  THIRD ? (See Below)
 CZ2122
 CZ2122.The horizontal coordinates were established by classical geodetic methods
 CZ2122.and adjusted by the National Geodetic Survey in August 1993..
 CZ2122
 CZ2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2122.The vertical order pertains to the NGVD 29 superseded value.
 CZ2122
 CZ2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2122
 CZ2122.The geoid height was determined by GEOID03.
 CZ2122
 CZ2122;                    North         East     Units Scale Factor Converg.
 CZ2122;SPC AZ C     -   210,086.094   237,990.703   MT  0.99990748   +0 08 34.7
 CZ2122;SPC AZ C     -   689,258.84    780,809.39   iFT  0.99990748   +0 08 34.7
 CZ2122;UTM  12      - 3,639,783.515   438,889.808   MT  0.99964605   -0 21 17.5
 CZ2122
 CZ2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2122!SPC AZ C     -   0.99993642  x   0.99990748  =   0.99984390
 CZ2122!UTM  12      -   0.99993642  x   0.99964605  =   0.99958249
 CZ2122
 CZ2122|---------------------------------------------------------------------|
 CZ2122| PID    Reference Object                     Distance      Geod. Az  |
 CZ2122|                                                           dddmmss.s |
 CZ2122| CH4088 AK 43 RM E                            8.839 METERS 08913     |
 CZ2122| CH4089 AK 43 RM S                            8.831 METERS 17918     |
 CZ2122| CZ2047 CASA GRANDE 2                       APPROX.10.0 KM 2140454.3 |
 CZ2122|---------------------------------------------------------------------|
 CZ2122
 CZ2122                          SUPERSEDED SURVEY CONTROL
 CZ2122
 CZ2122  NAD 83(1986)-  32 53 40.29115(N)    111 39 12.21127(W) AD(       ) 1
 CZ2122  NAD 27      -  32 53 40.08751(N)    111 39 09.74996(W) AD(       ) 1
 CZ2122  NGVD 29 (07/19/86)  434.52   (m)         1425.6    (f) LEVELING    3  
 CZ2122
 CZ2122.Superseded values are not recommended for survey control.
 CZ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2122.See file dsdata.txt to determine how the superseded data were derived.
 CZ2122
 CZ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3889039784(NAD 83)
 CZ2122_MARKER: DD = SURVEY DISK
 CZ2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2122
 CZ2122  HISTORY     - Date     Condition        Report By
 CZ2122  HISTORY     - 1967     MONUMENTED       DMA
 CZ2122
 CZ2122                          STATION DESCRIPTION
 CZ2122
 CZ2122'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2122'T-6-S.  R-7-E.  IN SECTION 17 NEAR THE SOUTHWEST CORNER.
 CZ2122'
 CZ2122'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2122'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2122'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2122'IS STAMPED--AK 43 1967 ARMY MAP SERVICE.
 CZ2122'
 CZ2122'THE STATION MARK IS LOCATED 52 FEET NORTH OF THE EAST-WEST
 CZ2122'POWERLINE.  78 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2122'ROAD.  53 FEET EAST OF THE NORTH-SOUTH POWERLINE.  82 FEET EAST
 CZ2122'OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2122'
 CZ2122'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2122'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 6.0 MILES TO
 CZ2122'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD
 CZ2122'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2121 ***********************************************************************
 CZ2121  DESIGNATION -  AK 44
 CZ2121  PID         -  CZ2121
 CZ2121  STATE/COUNTY-  AZ/PINAL
 CZ2121  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2121
 CZ2121                         *CURRENT SURVEY CONTROL
 CZ2121  ___________________________________________________________________
 CZ2121* NAD 83(1992)-  32 52 46.01563(N)    111 39 10.74231(W)     ADJUSTED  
 CZ2121* NAVD 88     -       438.84   (+/-2cm)    1439.8    (feet)  VERTCON   
 CZ2121  ___________________________________________________________________
 CZ2121  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CZ2121  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2121
 CZ2121  HORZ ORDER  -  FIRST
 CZ2121  VERT ORDER  -  THIRD ? (See Below)
 CZ2121
 CZ2121.The horizontal coordinates were established by classical geodetic methods
 CZ2121.and adjusted by the National Geodetic Survey in August 1993..
 CZ2121
 CZ2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2121.The vertical order pertains to the NGVD 29 superseded value.
 CZ2121
 CZ2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2121
 CZ2121.The geoid height was determined by GEOID03.
 CZ2121
 CZ2121;                    North         East     Units Scale Factor Converg.
 CZ2121;SPC AZ C     -   208,414.163   238,033.020   MT  0.99990750   +0 08 35.3
 CZ2121;SPC AZ C     -   683,773.50    780,948.23   iFT  0.99990750   +0 08 35.3
 CZ2121;UTM  12      - 3,638,111.717   438,917.592   MT  0.99964600   -0 21 16.2
 CZ2121
 CZ2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2121!SPC AZ C     -   0.99993582  x   0.99990750  =   0.99984333
 CZ2121!UTM  12      -   0.99993582  x   0.99964600  =   0.99958184
 CZ2121
 CZ2121|---------------------------------------------------------------------|
 CZ2121| PID    Reference Object                     Distance      Geod. Az  |
 CZ2121|                                                           dddmmss.s |
 CZ2121| CH4090 AK 44 RM E                            8.836 METERS 08935     |
 CZ2121| CH4091 AK 44 RM S                            8.836 METERS 17922     |
 CZ2121| CZ2122 AK 43                               APPROX. 1.7 KM 3584135.9 |
 CZ2121|---------------------------------------------------------------------|
 CZ2121
 CZ2121                          SUPERSEDED SURVEY CONTROL
 CZ2121
 CZ2121  NAD 83(1986)-  32 52 46.01038(N)    111 39 10.74356(W) AD(       ) 1
 CZ2121  NAD 27      -  32 52 45.80508(N)    111 39 08.28398(W) AD(       ) 1
 CZ2121  NGVD 29 (07/19/86)  438.34   (m)         1438.1    (f) LEVELING    3  
 CZ2121
 CZ2121.Superseded values are not recommended for survey control.
 CZ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2121.See file dsdata.txt to determine how the superseded data were derived.
 CZ2121
 CZ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3891838112(NAD 83)
 CZ2121_MARKER: DD = SURVEY DISK
 CZ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2121
 CZ2121  HISTORY     - Date     Condition        Report By
 CZ2121  HISTORY     - 1967     MONUMENTED       DMA
 CZ2121
 CZ2121                          STATION DESCRIPTION
 CZ2121
 CZ2121'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2121'T-6-S.  R-7-E.  IN SECTION 29 NEAR THE NORTHWEST CORNER.
 CZ2121'
 CZ2121'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2121'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2121'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2121'GROUND.  THE MARK IS STAMPED--AK 44 1967 ARMY MAP SERVICE.
 CZ2121'
 CZ2121'THE STATION MARK IS LOCATED 77 FEET EAST OF THE NORTH-SOUTH
 CZ2121'FENCE.  99 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  74
 CZ2121'FEET SOUTH OF THE EAST-WEST POWERLINE.  45 FEET SOUTH OF THE
 CZ2121'CENTERLINE OF EAST-WEST FIELD ROAD.  231 FT. EAST OF N-S ROAD.
 CZ2121'
 CZ2121'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2121'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 6.0 MILES TO
 CZ2121'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2063 ***********************************************************************
 CZ2063  DESIGNATION -  AK 45
 CZ2063  PID         -  CZ2063
 CZ2063  STATE/COUNTY-  AZ/PINAL
 CZ2063  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2063
 CZ2063                         *CURRENT SURVEY CONTROL
 CZ2063  ___________________________________________________________________
 CZ2063* NAD 83(1992)-  32 51 53.50888(N)    111 39 13.27100(W)     ADJUSTED  
 CZ2063* NAVD 88     -       441.08   (+/-2cm)    1447.1    (feet)  VERTCON   
 CZ2063  ___________________________________________________________________
 CZ2063  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2063  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2063
 CZ2063  HORZ ORDER  -  FIRST
 CZ2063  VERT ORDER  -  THIRD ? (See Below)
 CZ2063
 CZ2063.The horizontal coordinates were established by classical geodetic methods
 CZ2063.and adjusted by the National Geodetic Survey in August 1993..
 CZ2063
 CZ2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2063.The vertical order pertains to the NGVD 29 superseded value.
 CZ2063
 CZ2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2063
 CZ2063.The geoid height was determined by GEOID03.
 CZ2063
 CZ2063;                    North         East     Units Scale Factor Converg.
 CZ2063;SPC AZ C     -   206,796.622   237,971.324   MT  0.99990747   +0 08 33.8
 CZ2063;SPC AZ C     -   678,466.61    780,745.81   iFT  0.99990747   +0 08 33.8
 CZ2063;UTM  12      - 3,636,495.195   438,841.871   MT  0.99964612   -0 21 17.1
 CZ2063
 CZ2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2063!SPC AZ C     -   0.99993547  x   0.99990747  =   0.99984294
 CZ2063!UTM  12      -   0.99993547  x   0.99964612  =   0.99958161
 CZ2063
 CZ2063|---------------------------------------------------------------------|
 CZ2063| PID    Reference Object                     Distance      Geod. Az  |
 CZ2063|                                                           dddmmss.s |
 CZ2063| CH4092 AK 45 RM E                            8.833 METERS 08915     |
 CZ2063| CH4093 AK 45 RM S                            8.827 METERS 17916     |
 CZ2063| CZ2047 CASA GRANDE 2                       APPROX. 7.5 KM 2281027.7 |
 CZ2063|---------------------------------------------------------------------|
 CZ2063
 CZ2063                          SUPERSEDED SURVEY CONTROL
 CZ2063
 CZ2063  NAD 83(1986)-  32 51 53.50363(N)    111 39 13.27213(W) AD(       ) 1
 CZ2063  NAD 27      -  32 51 53.29682(N)    111 39 10.81415(W) AD(       ) 1
 CZ2063  NGVD 29 (07/19/86)  440.59   (m)         1445.5    (f) LEVELING    3  
 CZ2063
 CZ2063.Superseded values are not recommended for survey control.
 CZ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2063.See file dsdata.txt to determine how the superseded data were derived.
 CZ2063
 CZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3884236495(NAD 83)
 CZ2063_MARKER: DD = SURVEY DISK
 CZ2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2063+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 CZ2063
 CZ2063  HISTORY     - Date     Condition        Report By
 CZ2063  HISTORY     - 1967     MONUMENTED       DMA
 CZ2063  HISTORY     - 20030210 GOOD             MHD
 CZ2063
 CZ2063                          STATION DESCRIPTION
 CZ2063
 CZ2063'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2063'T-6-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2063'
 CZ2063'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2063'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2063'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2063'IS STAMPED--AK 45 1967 ARMY MAP SERVICE.
 CZ2063'
 CZ2063'THE STATION MARK IS LOCATED 77 FEET SOUTH OF THE CENTERLINE
 CZ2063'OF EAST-WEST ROAD.  76 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2063'ROAD.  50 FEET EAST OF NORTH-SOUTH POWERLINE.  51 FEET SOUTH
 CZ2063'OF THE EAST-WEST POWERLINE.
 CZ2063'
 CZ2063'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2063'GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE 287
 CZ2063'(FLORENCE BLVD).  TURN RIGHT AND GO EAST ON 287 FOR 6.0 MILES
 CZ2063'TO CROSSROAD.  TURN RIGHT AND GO SOUTH 1.0 MILE TO CROSSROAD
 CZ2063'AND THE STATION SITE.
 CZ2063
 CZ2063                          STATION RECOVERY (2003)
 CZ2063
 CZ2063'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (JHD)
 CZ2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2067 ***********************************************************************
 CZ2067  DESIGNATION -  AK 46
 CZ2067  PID         -  CZ2067
 CZ2067  STATE/COUNTY-  AZ/PINAL
 CZ2067  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2067
 CZ2067                         *CURRENT SURVEY CONTROL
 CZ2067  ___________________________________________________________________
 CZ2067* NAD 83(1992)-  32 51 00.57940(N)    111 39 16.29968(W)     ADJUSTED  
 CZ2067* NAVD 88     -       443.63   (+/-2cm)    1455.5    (feet)  VERTCON   
 CZ2067  ___________________________________________________________________
 CZ2067  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CZ2067  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2067
 CZ2067  HORZ ORDER  -  FIRST
 CZ2067  VERT ORDER  -  THIRD ? (See Below)
 CZ2067
 CZ2067.The horizontal coordinates were established by classical geodetic methods
 CZ2067.and adjusted by the National Geodetic Survey in August 1993..
 CZ2067
 CZ2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2067.The vertical order pertains to the NGVD 29 superseded value.
 CZ2067
 CZ2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2067
 CZ2067.The geoid height was determined by GEOID03.
 CZ2067
 CZ2067;                    North         East     Units Scale Factor Converg.
 CZ2067;SPC AZ C     -   205,166.032   237,896.637   MT  0.99990742   +0 08 31.9
 CZ2067;SPC AZ C     -   673,116.90    780,500.78   iFT  0.99990742   +0 08 31.9
 CZ2067;UTM  12      - 3,634,865.741   438,753.056   MT  0.99964625   -0 21 18.2
 CZ2067
 CZ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2067!SPC AZ C     -   0.99993507  x   0.99990742  =   0.99984250
 CZ2067!UTM  12      -   0.99993507  x   0.99964625  =   0.99958134
 CZ2067
 CZ2067|---------------------------------------------------------------------|
 CZ2067| PID    Reference Object                     Distance      Geod. Az  |
 CZ2067|                                                           dddmmss.s |
 CZ2067| CH4094 AK 46 RM E                            8.853 METERS 08926     |
 CZ2067| CZ2043 FOUR                                APPROX. 3.7 KM 1425120.3 |
 CZ2067| CH4095 AK 46 RM S                            8.829 METERS 17928     |
 CZ2067|---------------------------------------------------------------------|
 CZ2067
 CZ2067                          SUPERSEDED SURVEY CONTROL
 CZ2067
 CZ2067  NAD 83(1986)-  32 51 00.57414(N)    111 39 16.30068(W) AD(       ) 1
 CZ2067  NAD 27      -  32 51 00.36582(N)    111 39 13.84435(W) AD(       ) 1
 CZ2067  NGVD 29 (07/19/86)  443.14   (m)         1453.9    (f) LEVELING    3  
 CZ2067
 CZ2067.Superseded values are not recommended for survey control.
 CZ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2067.See file dsdata.txt to determine how the superseded data were derived.
 CZ2067
 CZ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3875334866(NAD 83)
 CZ2067_MARKER: DD = SURVEY DISK
 CZ2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2067
 CZ2067  HISTORY     - Date     Condition        Report By
 CZ2067  HISTORY     - 1967     MONUMENTED       DMA
 CZ2067
 CZ2067                          STATION DESCRIPTION
 CZ2067
 CZ2067'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2067'T-7-S.  R-7-E.  IN SECTION 6 NEAR THE NORTHEAST CORNER.
 CZ2067'
 CZ2067'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2067'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2067'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2067'IS STAMPED--AK 46 1967 ARMY MAP SERVICE.
 CZ2067'
 CZ2067'THE STATION MARK IS LOCATED 79 FEET SOUTH OF THE EAST-WEST
 CZ2067'POWERLINE.  106 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2067'ROAD.  55 FEET WEST OF THE CENTERLINE OF IRRIGATION DITCH.  72
 CZ2067'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH FIELD ROAD.  112
 CZ2067'FEET WEST OF NORTH-SOUTH IRRIGATION DITCH.  146 FEET WEST
 CZ2067'OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2067'
 CZ2067'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2067'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2067'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 3.5 MILES TO ROAD
 CZ2067'NORTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2066 ***********************************************************************
 CZ2066  DESIGNATION -  AK 47
 CZ2066  PID         -  CZ2066
 CZ2066  STATE/COUNTY-  AZ/PINAL
 CZ2066  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2066
 CZ2066                         *CURRENT SURVEY CONTROL
 CZ2066  ___________________________________________________________________
 CZ2066* NAD 83(1992)-  32 50 08.72371(N)    111 39 16.05597(W)     ADJUSTED  
 CZ2066* NAVD 88     -       446.09   (+/-2cm)    1463.5    (feet)  VERTCON   
 CZ2066  ___________________________________________________________________
 CZ2066  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ2066  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2066
 CZ2066  HORZ ORDER  -  FIRST
 CZ2066  VERT ORDER  -  THIRD ? (See Below)
 CZ2066
 CZ2066.The horizontal coordinates were established by classical geodetic methods
 CZ2066.and adjusted by the National Geodetic Survey in August 1993..
 CZ2066
 CZ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2066.The vertical order pertains to the NGVD 29 superseded value.
 CZ2066
 CZ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2066
 CZ2066.The geoid height was determined by GEOID03.
 CZ2066
 CZ2066;                    North         East     Units Scale Factor Converg.
 CZ2066;SPC AZ C     -   203,568.733   237,906.938   MT  0.99990743   +0 08 31.8
 CZ2066;SPC AZ C     -   667,876.42    780,534.57   iFT  0.99990743   +0 08 31.8
 CZ2066;UTM  12      - 3,633,268.830   438,749.498   MT  0.99964626   -0 21 17.6
 CZ2066
 CZ2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2066!SPC AZ C     -   0.99993469  x   0.99990743  =   0.99984212
 CZ2066!UTM  12      -   0.99993469  x   0.99964626  =   0.99958097
 CZ2066
 CZ2066|---------------------------------------------------------------------|
 CZ2066| PID    Reference Object                     Distance      Geod. Az  |
 CZ2066|                                                           dddmmss.s |
 CZ2066| CH4096 AK 47 RM E                            8.833 METERS 08935     |
 CZ2066| CZ2043 FOUR                                APPROX. 2.6 KM 1212603.8 |
 CZ2066| CH4097 AK 47 RM S                            8.840 METERS 17937     |
 CZ2066|---------------------------------------------------------------------|
 CZ2066
 CZ2066                          SUPERSEDED SURVEY CONTROL
 CZ2066
 CZ2066  NAD 83(1986)-  32 50 08.71844(N)    111 39 16.05684(W) AD(       ) 1
 CZ2066  NAD 27      -  32 50 08.50861(N)    111 39 13.60225(W) AD(       ) 1
 CZ2066  NGVD 29 (07/19/86)  445.58   (m)         1461.9    (f) LEVELING    3  
 CZ2066
 CZ2066.Superseded values are not recommended for survey control.
 CZ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2066.See file dsdata.txt to determine how the superseded data were derived.
 CZ2066
 CZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3874933269(NAD 83)
 CZ2066_MARKER: DD = SURVEY DISK
 CZ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2066
 CZ2066  HISTORY     - Date     Condition        Report By
 CZ2066  HISTORY     - 1967     MONUMENTED       DMA
 CZ2066
 CZ2066                          STATION DESCRIPTION
 CZ2066
 CZ2066'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2066'T-7-S.  R-7-E.  IN SECTION 7 NEAR THE NORTHEAST CORNER.
 CZ2066'
 CZ2066'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2066'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2066'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2066'IS STAMPED--AK 47 1967 ARMY MAP SERVICE.
 CZ2066'
 CZ2066'THE STATION MARK IS LOCATED 27 FEET NORTH OF THE CENTERLINE
 CZ2066'OF EAST-NORTHEAST-WEST-SOUTHWEST TRAIL.  36 FEET SOUTH OF THE
 CZ2066'CENTERLINE OF EAST-WEST TRAIL.  63 FEET SOUTH OF THE EXTENDED
 CZ2066'POWERLINE EAST.  81 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2066'IRRIGATION DITCH.
 CZ2066'
 CZ2066'TO REACH FROM THE JUNCTION OF 84 AND 93 (STATE ROUTES IN CASA
 CZ2066'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2066'ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2066'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN
 CZ2066'RIGHT AND GO WEST FOR 1.0 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2062 ***********************************************************************
 CZ2062  DESIGNATION -  AK 48
 CZ2062  PID         -  CZ2062
 CZ2062  STATE/COUNTY-  AZ/PINAL
 CZ2062  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2062
 CZ2062                         *CURRENT SURVEY CONTROL
 CZ2062  ___________________________________________________________________
 CZ2062* NAD 83(1992)-  32 49 17.38799(N)    111 39 12.54255(W)     ADJUSTED  
 CZ2062* NAVD 88     -       448.38   (+/-2cm)    1471.1    (feet)  VERTCON   
 CZ2062  ___________________________________________________________________
 CZ2062  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2062  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2062
 CZ2062  HORZ ORDER  -  FIRST
 CZ2062  VERT ORDER  -  THIRD ? (See Below)
 CZ2062
 CZ2062.The horizontal coordinates were established by classical geodetic methods
 CZ2062.and adjusted by the National Geodetic Survey in August 1993..
 CZ2062
 CZ2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2062.The vertical order pertains to the NGVD 29 superseded value.
 CZ2062
 CZ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2062
 CZ2062.The geoid height was determined by GEOID03.
 CZ2062
 CZ2062;                    North         East     Units Scale Factor Converg.
 CZ2062;SPC AZ C     -   201,987.666   238,002.241   MT  0.99990749   +0 08 33.5
 CZ2062;SPC AZ C     -   662,689.19    780,847.25   iFT  0.99990749   +0 08 33.5
 CZ2062;UTM  12      - 3,631,687.409   438,831.063   MT  0.99964613   -0 21 15.2
 CZ2062
 CZ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2062!SPC AZ C     -   0.99993433  x   0.99990749  =   0.99984182
 CZ2062!UTM  12      -   0.99993433  x   0.99964613  =   0.99958048
 CZ2062
 CZ2062:                Primary Azimuth Mark                     Grid Az
 CZ2062:SPC AZ C     -  FOUR                                     084 14 47.7
 CZ2062:UTM  12      -  FOUR                                     084 44 36.4
 CZ2062
 CZ2062|---------------------------------------------------------------------|
 CZ2062| PID    Reference Object                     Distance      Geod. Az  |
 CZ2062|                                                           dddmmss.s |
 CZ2062| CZ2043 FOUR                                APPROX. 2.2 KM 0842321.2 |
 CZ2062| CH4098 AK 48 RM E                            8.833 METERS 08932     |
 CZ2062| CH4099 AK 48 RM S                            8.829 METERS 17933     |
 CZ2062|---------------------------------------------------------------------|
 CZ2062
 CZ2062                          SUPERSEDED SURVEY CONTROL
 CZ2062
 CZ2062  NAD 83(1986)-  32 49 17.38270(N)    111 39 12.54324(W) AD(       ) 1
 CZ2062  NAD 27      -  32 49 17.17149(N)    111 39 10.08951(W) AD(       ) 1
 CZ2062  NGVD 29 (07/19/86)  447.85   (m)         1469.3    (f) LEVELING    3  
 CZ2062
 CZ2062.Superseded values are not recommended for survey control.
 CZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2062.See file dsdata.txt to determine how the superseded data were derived.
 CZ2062
 CZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3883131687(NAD 83)
 CZ2062_MARKER: DD = SURVEY DISK
 CZ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2062
 CZ2062  HISTORY     - Date     Condition        Report By
 CZ2062  HISTORY     - 1967     MONUMENTED       DMA
 CZ2062
 CZ2062                          STATION DESCRIPTION
 CZ2062
 CZ2062'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2062'T-7-S.  R-7-E.  IN SECTION 8 NEAR THE SOUTHWEST CORNER.
 CZ2062'
 CZ2062'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2062'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2062'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2062'IS STAMPED--AK 48 1967 ARMY MAP SERVICE.
 CZ2062'
 CZ2062'THE STATION MARK IS LOCATED 90.0 FEET NORTH OF SECTION LINE,
 CZ2062'APPROX. LOCATION.  99.0 FEET EAST OF THE CENTERLINE OF
 CZ2062'NORTH-SOUTH ROAD.
 CZ2062'
 CZ2062'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2062'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 7.7 MILES TO DIM
 CZ2062'ROAD NORTH.  TURN LEFT AND GO NORTH FOR 0.54 MILE ON A VERY
 CZ2062'ROUGH TRAIL TO SECTION CORNER (APPROX. LOCATION, TOP BROKEN OFF)
 CZ2062'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2065 ***********************************************************************
 CZ2065  DESIGNATION -  AK 49
 CZ2065  PID         -  CZ2065
 CZ2065  STATE/COUNTY-  AZ/PINAL
 CZ2065  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2065
 CZ2065                         *CURRENT SURVEY CONTROL
 CZ2065  ___________________________________________________________________
 CZ2065* NAD 83(1992)-  32 48 23.27017(N)    111 39 15.04947(W)     ADJUSTED  
 CZ2065* NAVD 88     -       452.84   (+/-2cm)    1485.7    (feet)  VERTCON   
 CZ2065  ___________________________________________________________________
 CZ2065  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2065  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2065
 CZ2065  HORZ ORDER  -  FIRST
 CZ2065  VERT ORDER  -  THIRD ? (See Below)
 CZ2065
 CZ2065.The horizontal coordinates were established by classical geodetic methods
 CZ2065.and adjusted by the National Geodetic Survey in August 1993..
 CZ2065
 CZ2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2065.The vertical order pertains to the NGVD 29 superseded value.
 CZ2065
 CZ2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2065
 CZ2065.The geoid height was determined by GEOID03.
 CZ2065
 CZ2065;                    North         East     Units Scale Factor Converg.
 CZ2065;SPC AZ C     -   200,320.516   237,941.177   MT  0.99990745   +0 08 32.0
 CZ2065;SPC AZ C     -   657,219.54    780,646.91   iFT  0.99990745   +0 08 32.0
 CZ2065;UTM  12      - 3,630,021.287   438,755.567   MT  0.99964625   -0 21 16.0
 CZ2065
 CZ2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2065!SPC AZ C     -   0.99993363  x   0.99990745  =   0.99984108
 CZ2065!UTM  12      -   0.99993363  x   0.99964625  =   0.99957990
 CZ2065
 CZ2065:                Primary Azimuth Mark                     Grid Az
 CZ2065:SPC AZ C     -  FOUR                                     049 33 53.9
 CZ2065:UTM  12      -  FOUR                                     050 03 41.9
 CZ2065
 CZ2065|---------------------------------------------------------------------|
 CZ2065| PID    Reference Object                     Distance      Geod. Az  |
 CZ2065|                                                           dddmmss.s |
 CZ2065| CZ2043 FOUR                                APPROX. 2.9 KM 0494225.9 |
 CZ2065| CH4100 AK 49 RM E                            8.834 METERS 08932     |
 CZ2065| CH4101 AK 49 RM S                            8.832 METERS 17936     |
 CZ2065|---------------------------------------------------------------------|
 CZ2065
 CZ2065                          SUPERSEDED SURVEY CONTROL
 CZ2065
 CZ2065  NAD 83(1986)-  32 48 23.26487(N)    111 39 15.05006(W) AD(       ) 1
 CZ2065  NAD 27      -  32 48 23.05244(N)    111 39 12.59781(W) AD(       ) 1
 CZ2065  NGVD 29 (07/19/86)  452.30   (m)         1483.9    (f) LEVELING    3  
 CZ2065
 CZ2065.Superseded values are not recommended for survey control.
 CZ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2065.See file dsdata.txt to determine how the superseded data were derived.
 CZ2065
 CZ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3875630021(NAD 83)
 CZ2065_MARKER: DD = SURVEY DISK
 CZ2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2065
 CZ2065  HISTORY     - Date     Condition        Report By
 CZ2065  HISTORY     - 1967     MONUMENTED       DMA
 CZ2065
 CZ2065                          STATION DESCRIPTION
 CZ2065
 CZ2065'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2065'T-7-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHEAST CORNER.
 CZ2065'
 CZ2065'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2065'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2065'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2065'IS STAMPED--AK 49 1967 ARMY MAP SERVICE.
 CZ2065'
 CZ2065'THE STATION MARK IS LOCATED 96 FEET WEST OF THE CENTERLINE OF
 CZ2065'THE NORTH-SOUTH TRAIL.  62 FEET SOUTH OF THE EAST-WEST (CENTERLINE)
 CZ2065'TRAIL.  126.2 FEET SOUTHWEST OF THE SECTION CORNER.
 CZ2065'
 CZ2065'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2065'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2065'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2065'FOR 0.7 MILE TO DIRT ROAD LEFT.  LEADING TO A BARN AND
 CZ2065'CORRAL.  TURN LEFT ON DIRT ROAD AND GO EASTERLY, KEEPING NORTH
 CZ2065'OF BARN FOR 0.8 MILE TO FENCE CORNER.  CONTINUE EASTERLY FOR 0.5
 CZ2065'MILE TO DIM TRAIL NORTH.  TURN LEFT AND GO NORTH ON DIM TRAIL
 CZ2065'FOR 0.2 MILE TO SECTION CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2060 ***********************************************************************
 CZ2060  DESIGNATION -  AK 50
 CZ2060  PID         -  CZ2060
 CZ2060  STATE/COUNTY-  AZ/PINAL
 CZ2060  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2060
 CZ2060                         *CURRENT SURVEY CONTROL
 CZ2060  ___________________________________________________________________
 CZ2060* NAD 83(1992)-  32 47 30.60183(N)    111 39 10.90354(W)     ADJUSTED  
 CZ2060* NAVD 88     -       455.88   (+/-2cm)    1495.7    (feet)  VERTCON   
 CZ2060  ___________________________________________________________________
 CZ2060  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2060  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2060
 CZ2060  HORZ ORDER  -  FIRST
 CZ2060  VERT ORDER  -  THIRD ? (See Below)
 CZ2060
 CZ2060.The horizontal coordinates were established by classical geodetic methods
 CZ2060.and adjusted by the National Geodetic Survey in August 1993..
 CZ2060
 CZ2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2060.The vertical order pertains to the NGVD 29 superseded value.
 CZ2060
 CZ2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2060
 CZ2060.The geoid height was determined by GEOID03.
 CZ2060
 CZ2060;                    North         East     Units Scale Factor Converg.
 CZ2060;SPC AZ C     -   198,698.449   238,053.070   MT  0.99990752   +0 08 34.0
 CZ2060;SPC AZ C     -   651,897.80    781,014.01   iFT  0.99990752   +0 08 34.0
 CZ2060;UTM  12      - 3,628,398.735   438,853.373   MT  0.99964610   -0 21 13.3
 CZ2060
 CZ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2060!SPC AZ C     -   0.99993315  x   0.99990752  =   0.99984068
 CZ2060!UTM  12      -   0.99993315  x   0.99964610  =   0.99957928
 CZ2060
 CZ2060:                Primary Azimuth Mark                     Grid Az
 CZ2060:SPC AZ C     -  FOUR                                     030 54 24.7
 CZ2060:UTM  12      -  FOUR                                     031 24 12.0
 CZ2060
 CZ2060|---------------------------------------------------------------------|
 CZ2060| PID    Reference Object                     Distance      Geod. Az  |
 CZ2060|                                                           dddmmss.s |
 CZ2060| CZ2043 FOUR                                APPROX. 4.1 KM 0310258.7 |
 CZ2060| CH4102 AK 50 RM E                            8.834 METERS 08921     |
 CZ2060| CH4103 AK 50 RM S                            8.853 METERS 17920     |
 CZ2060|---------------------------------------------------------------------|
 CZ2060
 CZ2060                          SUPERSEDED SURVEY CONTROL
 CZ2060
 CZ2060  NAD 83(1986)-  32 47 30.59653(N)    111 39 10.90400(W) AD(       ) 1
 CZ2060  NAD 27      -  32 47 30.38269(N)    111 39 08.45344(W) AD(       ) 1
 CZ2060  NGVD 29 (07/19/86)  455.33   (m)         1493.9    (f) LEVELING    3  
 CZ2060
 CZ2060.Superseded values are not recommended for survey control.
 CZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2060.See file dsdata.txt to determine how the superseded data were derived.
 CZ2060
 CZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3885328399(NAD 83)
 CZ2060_MARKER: DD = SURVEY DISK
 CZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2060
 CZ2060  HISTORY     - Date     Condition        Report By
 CZ2060  HISTORY     - 1967     MONUMENTED       DMA
 CZ2060
 CZ2060                          STATION DESCRIPTION
 CZ2060
 CZ2060'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2060'T-7-S.  R-7-E.  IN SECTION 29 NEAR THE NORTHWEST CORNER.
 CZ2060'
 CZ2060'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2060'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2060'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2060'IS STAMPED--AK 50 1967 ARMY MAP SERVICE.
 CZ2060'
 CZ2060'THE STATION MARK IS LOCATED 316.7 FEET EAST-SOUTHEAST OF SECTION
 CZ2060'CORNER.  44 FEET SOUTH OF NORTH LINE OF LOT 7.
 CZ2060'
 CZ2060'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2060'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2060'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2060'FOR 2.2 MILES TO DIM ROAD EAST.  TURN LEFT AND GO EAST ON DIM
 CZ2060'ROAD FOR 1.0 MILE TO SECTION CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2061 ***********************************************************************
 CZ2061  DESIGNATION -  AK 51
 CZ2061  PID         -  CZ2061
 CZ2061  STATE/COUNTY-  AZ/PINAL
 CZ2061  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2061
 CZ2061                         *CURRENT SURVEY CONTROL
 CZ2061  ___________________________________________________________________
 CZ2061* NAD 83(1992)-  32 46 36.76525(N)    111 39 12.23960(W)     ADJUSTED  
 CZ2061* NAVD 88     -       459.22   (+/-2cm)    1506.6    (feet)  VERTCON   
 CZ2061  ___________________________________________________________________
 CZ2061  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2061  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2061
 CZ2061  HORZ ORDER  -  FIRST
 CZ2061  VERT ORDER  -  THIRD ? (See Below)
 CZ2061
 CZ2061.The horizontal coordinates were established by classical geodetic methods
 CZ2061.and adjusted by the National Geodetic Survey in August 1993..
 CZ2061
 CZ2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2061.The vertical order pertains to the NGVD 29 superseded value.
 CZ2061
 CZ2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2061
 CZ2061.The geoid height was determined by GEOID03.
 CZ2061
 CZ2061;                    North         East     Units Scale Factor Converg.
 CZ2061;SPC AZ C     -   197,040.046   238,022.435   MT  0.99990750   +0 08 33.1
 CZ2061;SPC AZ C     -   646,456.84    780,913.50   iFT  0.99990750   +0 08 33.1
 CZ2061;UTM  12      - 3,626,741.093   438,808.384   MT  0.99964617   -0 21 13.5
 CZ2061
 CZ2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2061!SPC AZ C     -   0.99993263  x   0.99990750  =   0.99984014
 CZ2061!UTM  12      -   0.99993263  x   0.99964617  =   0.99957883
 CZ2061
 CZ2061:                Primary Azimuth Mark                     Grid Az
 CZ2061:SPC AZ C     -  FOUR                                     022 24 29.2
 CZ2061:UTM  12      -  FOUR                                     022 54 15.8
 CZ2061
 CZ2061|---------------------------------------------------------------------|
 CZ2061| PID    Reference Object                     Distance      Geod. Az  |
 CZ2061|                                                           dddmmss.s |
 CZ2061| CZ2043 FOUR                                APPROX. 5.6 KM 0223302.3 |
 CZ2061| CH4104 AK 51 RM E                            8.836 METERS 08922     |
 CZ2061| CH4105 AK 51 RM S                            8.835 METERS 17919     |
 CZ2061|---------------------------------------------------------------------|
 CZ2061
 CZ2061                          SUPERSEDED SURVEY CONTROL
 CZ2061
 CZ2061  NAD 83(1986)-  32 46 36.75995(N)    111 39 12.23993(W) AD(       ) 1
 CZ2061  NAD 27      -  32 46 36.54477(N)    111 39 09.79093(W) AD(       ) 1
 CZ2061  NGVD 29 (07/19/86)  458.66   (m)         1504.8    (f) LEVELING    3  
 CZ2061
 CZ2061.Superseded values are not recommended for survey control.
 CZ2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2061.See file dsdata.txt to determine how the superseded data were derived.
 CZ2061
 CZ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3880826741(NAD 83)
 CZ2061_MARKER: DD = SURVEY DISK
 CZ2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2061
 CZ2061  HISTORY     - Date     Condition        Report By
 CZ2061  HISTORY     - 1966     MONUMENTED       DMA
 CZ2061
 CZ2061                          STATION DESCRIPTION
 CZ2061
 CZ2061'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2061'T-7-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2061'
 CZ2061'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2061'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2061'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2061'IS STAMPED--AK 51 1966 ARMY MAP SERVICE.
 CZ2061'
 CZ2061'THE STATION MARK IS LOCATED 242 FEET SOUTH OF THE CENTERLINE
 CZ2061'OF EAST-WEST ROAD.  130 FEET EAST OF THE CENTERLINE OF
 CZ2061'NORTH-SOUTH ROAD.  81 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2061'LEVEE.  202 FEET SOUTH OF THE CENTERLINE OF EAST-WEST LEVEE.
 CZ2061'
 CZ2061'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2061'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2061'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2061'FOR 3.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST 1.0 MILE
 CZ2061'TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2064 ***********************************************************************
 CZ2064  DESIGNATION -  AK 52
 CZ2064  PID         -  CZ2064
 CZ2064  STATE/COUNTY-  AZ/PINAL
 CZ2064  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2064
 CZ2064                         *CURRENT SURVEY CONTROL
 CZ2064  ___________________________________________________________________
 CZ2064* NAD 83(1992)-  32 45 40.71510(N)    111 39 14.16016(W)     ADJUSTED  
 CZ2064* NAVD 88     -       461.31   (+/-2cm)    1513.5    (feet)  VERTCON   
 CZ2064  ___________________________________________________________________
 CZ2064  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CZ2064  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2064
 CZ2064  HORZ ORDER  -  FIRST
 CZ2064  VERT ORDER  -  THIRD ? (See Below)
 CZ2064
 CZ2064.The horizontal coordinates were established by classical geodetic methods
 CZ2064.and adjusted by the National Geodetic Survey in August 1993..
 CZ2064
 CZ2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2064.The vertical order pertains to the NGVD 29 superseded value.
 CZ2064
 CZ2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2064
 CZ2064.The geoid height was determined by GEOID03.
 CZ2064
 CZ2064;                    North         East     Units Scale Factor Converg.
 CZ2064;SPC AZ C     -   195,313.426   237,976.744   MT  0.99990747   +0 08 31.8
 CZ2064;SPC AZ C     -   640,792.08    780,763.60   iFT  0.99990747   +0 08 31.8
 CZ2064;UTM  12      - 3,625,015.384   438,747.758   MT  0.99964626   -0 21 14.0
 CZ2064
 CZ2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2064!SPC AZ C     -   0.99993231  x   0.99990747  =   0.99983978
 CZ2064!UTM  12      -   0.99993231  x   0.99964626  =   0.99957859
 CZ2064
 CZ2064:                Primary Azimuth Mark                     Grid Az
 CZ2064:SPC AZ C     -  FOUR                                     017 31 05.8
 CZ2064:UTM  12      -  FOUR                                     018 00 51.6
 CZ2064
 CZ2064|---------------------------------------------------------------------|
 CZ2064| PID    Reference Object                     Distance      Geod. Az  |
 CZ2064|                                                           dddmmss.s |
 CZ2064| CZ2043 FOUR                                APPROX. 7.2 KM 0173937.6 |
 CZ2064| CH4106 AK 52 RM E                            8.835 METERS 08940     |
 CZ2064| CH4107 AK 52 RM S                            8.835 METERS 17938     |
 CZ2064|---------------------------------------------------------------------|
 CZ2064
 CZ2064                          SUPERSEDED SURVEY CONTROL
 CZ2064
 CZ2064  NAD 83(1986)-  32 45 40.70980(N)    111 39 14.16038(W) AD(       ) 1
 CZ2064  NAD 27      -  32 45 40.49343(N)    111 39 11.71225(W) AD(       ) 1
 CZ2064  NGVD 29 (07/19/86)  460.75   (m)         1511.6    (f) LEVELING    3  
 CZ2064
 CZ2064.Superseded values are not recommended for survey control.
 CZ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2064.See file dsdata.txt to determine how the superseded data were derived.
 CZ2064
 CZ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3874825015(NAD 83)
 CZ2064_MARKER: DD = SURVEY DISK
 CZ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2064
 CZ2064  HISTORY     - Date     Condition        Report By
 CZ2064  HISTORY     - 1966     MONUMENTED       DMA
 CZ2064
 CZ2064                          STATION DESCRIPTION
 CZ2064
 CZ2064'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2064'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE NORTHWEST CORNER.
 CZ2064'
 CZ2064'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2064'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2064'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2064'IS STAMPED--AK 52 1966 ARMY MAP SERVICE.
 CZ2064'
 CZ2064'THE STATION MARK IS LOCATED 607 FEET SOUTH OF THE CENTERLINE
 CZ2064'OF EAST-WEST ROAD.  109 FEET EAST OF THE CENTERLINE OF
 CZ2064'NORTH-SOUTH ROAD.  51 FEET EAST OF THE CENTERLINE OF THE
 CZ2064'NORTH-SOUTH IRRIGATION DITCH.
 CZ2064'
 CZ2064'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2064'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2064'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY
 CZ2064'ROAD FOR 4.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0
 CZ2064'MILE TO THE STATION SITE.
 CZ2064'
 CZ2064'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2064'BE CONSTRUCTED, CENTERED ON THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2162 ***********************************************************************
 CZ2162  DESIGNATION -  AK 53
 CZ2162  PID         -  CZ2162
 CZ2162  STATE/COUNTY-  AZ/PINAL
 CZ2162  USGS QUAD   -  ELOY NW (1981)
 CZ2162
 CZ2162                         *CURRENT SURVEY CONTROL
 CZ2162  ___________________________________________________________________
 CZ2162* NAD 83(1992)-  32 44 54.16240(N)    111 39 16.12814(W)     ADJUSTED  
 CZ2162* NAVD 88     -       464.06   (+/-2cm)    1522.5    (feet)  VERTCON   
 CZ2162  ___________________________________________________________________
 CZ2162  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2162  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2162
 CZ2162  HORZ ORDER  -  FIRST
 CZ2162  VERT ORDER  -  THIRD ? (See Below)
 CZ2162
 CZ2162.The horizontal coordinates were established by classical geodetic methods
 CZ2162.and adjusted by the National Geodetic Survey in August 1993..
 CZ2162
 CZ2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2162.The vertical order pertains to the NGVD 29 superseded value.
 CZ2162
 CZ2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2162
 CZ2162.The geoid height was determined by GEOID03.
 CZ2162
 CZ2162;                    North         East     Units Scale Factor Converg.
 CZ2162;SPC AZ C     -   193,879.353   237,929.075   MT  0.99990744   +0 08 30.6
 CZ2162;SPC AZ C     -   636,087.12    780,607.20   iFT  0.99990744   +0 08 30.6
 CZ2162;UTM  12      - 3,623,582.152   438,687.693   MT  0.99964635   -0 21 14.6
 CZ2162
 CZ2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2162!SPC AZ C     -   0.99993188  x   0.99990744  =   0.99983933
 CZ2162!UTM  12      -   0.99993188  x   0.99964635  =   0.99957825
 CZ2162
 CZ2162|---------------------------------------------------------------------|
 CZ2162| PID    Reference Object                     Distance      Geod. Az  |
 CZ2162|                                                           dddmmss.s |
 CZ2162| CH4108 AK 53 RM E                            8.834 METERS 08922     |
 CZ2162| CH4109 AK 53 RM S                            8.832 METERS 17925     |
 CZ2162| CZ2047 CASA GRANDE 2                       APPROX. 9.7 KM 3251631.1 |
 CZ2162|---------------------------------------------------------------------|
 CZ2162
 CZ2162                          SUPERSEDED SURVEY CONTROL
 CZ2162
 CZ2162  NAD 83(1986)-  32 44 54.15710(N)    111 39 16.12825(W) AD(       ) 1
 CZ2162  NAD 27      -  32 44 53.93952(N)    111 39 13.68128(W) AD(       ) 1
 CZ2162  NGVD 29 (07/19/86)  463.49   (m)         1520.6    (f) LEVELING    3  
 CZ2162
 CZ2162.Superseded values are not recommended for survey control.
 CZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2162.See file dsdata.txt to determine how the superseded data were derived.
 CZ2162
 CZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3868823582(NAD 83)
 CZ2162_MARKER: DD = SURVEY DISK
 CZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2162
 CZ2162  HISTORY     - Date     Condition        Report By
 CZ2162  HISTORY     - 1966     MONUMENTED       DMA
 CZ2162
 CZ2162                          STATION DESCRIPTION
 CZ2162
 CZ2162'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2162'T-8-S.  R-7-E.  IN SECTION 8 NEAR THE NORTHWEST CORNER.
 CZ2162'
 CZ2162'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2162'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2162'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2162'GROUND.  THE MARK IS STAMPED--AK 53 1966 ARMY MAP SERVICE.
 CZ2162'
 CZ2162'THE STATION MARK IS LOCATED 120 FEET SOUTHEAST OF THE SECTION
 CZ2162'CORNER.  101 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2162'ROAD.  66 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH DITCH.
 CZ2162'
 CZ2162'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2162'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2162'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY
 CZ2162'ROAD FOR 4.2 MILES TO CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST
 CZ2162'TO DIM ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO THE
 CZ2162'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2161 ***********************************************************************
 CZ2161  DESIGNATION -  AK 54
 CZ2161  PID         -  CZ2161
 CZ2161  STATE/COUNTY-  AZ/PINAL
 CZ2161  USGS QUAD   -  ELOY NW (1981)
 CZ2161
 CZ2161                         *CURRENT SURVEY CONTROL
 CZ2161  ___________________________________________________________________
 CZ2161* NAD 83(1992)-  32 44 01.13772(N)    111 39 15.85177(W)     ADJUSTED  
 CZ2161* NAVD 88     -       466.85   (+/-2cm)    1531.7    (feet)  VERTCON   
 CZ2161  ___________________________________________________________________
 CZ2161  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CZ2161  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2161
 CZ2161  HORZ ORDER  -  FIRST
 CZ2161  VERT ORDER  -  THIRD ? (See Below)
 CZ2161
 CZ2161.The horizontal coordinates were established by classical geodetic methods
 CZ2161.and adjusted by the National Geodetic Survey in August 1993..
 CZ2161
 CZ2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2161.The vertical order pertains to the NGVD 29 superseded value.
 CZ2161
 CZ2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2161
 CZ2161.The geoid height was determined by GEOID03.
 CZ2161
 CZ2161;                    North         East     Units Scale Factor Converg.
 CZ2161;SPC AZ C     -   192,246.074   237,940.312   MT  0.99990745   +0 08 30.5
 CZ2161;SPC AZ C     -   630,728.59    780,644.07   iFT  0.99990745   +0 08 30.5
 CZ2161;UTM  12      - 3,621,949.263   438,684.798   MT  0.99964636   -0 21 13.9
 CZ2161
 CZ2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2161!SPC AZ C     -   0.99993145  x   0.99990745  =   0.99983890
 CZ2161!UTM  12      -   0.99993145  x   0.99964636  =   0.99957783
 CZ2161
 CZ2161|---------------------------------------------------------------------|
 CZ2161| PID    Reference Object                     Distance      Geod. Az  |
 CZ2161|                                                           dddmmss.s |
 CZ2161| CH4110 AK 54 RM E                            8.835 METERS 08930     |
 CZ2161| CH4111 AK 54 RM S                            8.834 METERS 17927     |
 CZ2161| CZ2169 AJ 54                               APPROX. 1.6 KM 2731047.5 |
 CZ2161|---------------------------------------------------------------------|
 CZ2161
 CZ2161                          SUPERSEDED SURVEY CONTROL
 CZ2161
 CZ2161  NAD 83(1986)-  32 44 01.13241(N)    111 39 15.85176(W) AD(       ) 1
 CZ2161  NAD 27      -  32 44 00.91332(N)    111 39 13.40621(W) AD(       ) 1
 CZ2161  NGVD 29 (07/19/86)  466.28   (m)         1529.8    (f) LEVELING    3  
 CZ2161
 CZ2161.Superseded values are not recommended for survey control.
 CZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2161.See file dsdata.txt to determine how the superseded data were derived.
 CZ2161
 CZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3868521949(NAD 83)
 CZ2161_MARKER: DD = SURVEY DISK
 CZ2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2161
 CZ2161  HISTORY     - Date     Condition        Report By
 CZ2161  HISTORY     - 1966     MONUMENTED       DMA
 CZ2161
 CZ2161                          STATION DESCRIPTION
 CZ2161
 CZ2161'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2161'T-8-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHWEST CORNER.
 CZ2161'
 CZ2161'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2161'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2161'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2161'IS STAMPED--AK 54 1966 ARMY MAP SERVICE.
 CZ2161'
 CZ2161'THE STATION MARK IS LOCATED 64.0 FEET EAST OF THE CENTERLINE OF
 CZ2161'NORTH-SOUTH IRRIGATION DITCH.  74.0 FEET SOUTH OF EAST-WEST
 CZ2161'FENCE.  145.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2161'ROAD.  122.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2161'
 CZ2161'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2161'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2161'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 4.0
 CZ2161'MILES TO MILLIGAN ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO
 CZ2161'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2164 ***********************************************************************
 CZ2164  DESIGNATION -  AK 55
 CZ2164  PID         -  CZ2164
 CZ2164  STATE/COUNTY-  AZ/PINAL
 CZ2164  USGS QUAD   -  ELOY NW (1981)
 CZ2164
 CZ2164                         *CURRENT SURVEY CONTROL
 CZ2164  ___________________________________________________________________
 CZ2164* NAD 83(1992)-  32 43 15.26784(N)    111 39 20.34961(W)     ADJUSTED  
 CZ2164* NAVD 88     -       468.42   (+/-2cm)    1536.8    (feet)  VERTCON   
 CZ2164  ___________________________________________________________________
 CZ2164  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2164  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2164
 CZ2164  HORZ ORDER  -  FIRST
 CZ2164  VERT ORDER  -  THIRD ? (See Below)
 CZ2164
 CZ2164.The horizontal coordinates were established by classical geodetic methods
 CZ2164.and adjusted by the National Geodetic Survey in August 1993..
 CZ2164
 CZ2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2164.The vertical order pertains to the NGVD 29 superseded value.
 CZ2164
 CZ2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2164
 CZ2164.The geoid height was determined by GEOID03.
 CZ2164
 CZ2164;                    North         East     Units Scale Factor Converg.
 CZ2164;SPC AZ C     -   190,832.878   237,826.693   MT  0.99990738   +0 08 27.9
 CZ2164;SPC AZ C     -   626,092.12    780,271.30   iFT  0.99990738   +0 08 27.9
 CZ2164;UTM  12      - 3,620,537.471   438,558.992   MT  0.99964655   -0 21 15.9
 CZ2164
 CZ2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2164!SPC AZ C     -   0.99993120  x   0.99990738  =   0.99983859
 CZ2164!UTM  12      -   0.99993120  x   0.99964655  =   0.99957777
 CZ2164
 CZ2164|---------------------------------------------------------------------|
 CZ2164| PID    Reference Object                     Distance      Geod. Az  |
 CZ2164|                                                           dddmmss.s |
 CZ2164| CH4112 AK 55 RM E                            8.836 METERS 08921     |
 CZ2164| CZ2154 AL 55                               APPROX. 1.7 KM 0964255.0 |
 CZ2164| CH4113 AK 55 RM S                            8.835 METERS 17927     |
 CZ2164|---------------------------------------------------------------------|
 CZ2164
 CZ2164                          SUPERSEDED SURVEY CONTROL
 CZ2164
 CZ2164  NAD 83(1986)-  32 43 15.26254(N)    111 39 20.34951(W) AD(       ) 1
 CZ2164  NAD 27      -  32 43 15.04214(N)    111 39 17.90485(W) AD(       ) 1
 CZ2164  NGVD 29 (07/19/86)  467.85   (m)         1534.9    (f) LEVELING    3  
 CZ2164
 CZ2164.Superseded values are not recommended for survey control.
 CZ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2164.See file dsdata.txt to determine how the superseded data were derived.
 CZ2164
 CZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3855920537(NAD 83)
 CZ2164_MARKER: DD = SURVEY DISK
 CZ2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2164
 CZ2164  HISTORY     - Date     Condition        Report By
 CZ2164  HISTORY     - 1966     MONUMENTED       DMA
 CZ2164
 CZ2164                          STATION DESCRIPTION
 CZ2164
 CZ2164'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2164'T-8-S.  R-7-E-.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2164'
 CZ2164'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2164'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2164'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2164'STAMPED--AK 55 1966 ARMY MAP SERVICE.
 CZ2164'
 CZ2164'THE STATION MARK IS LOCATED 81.0 FEET SOUTH OF THE CENTERLINE
 CZ2164'OF A EAST-WEST BLADED ROAD.  230.0 FEET WEST OF A NORTH-SOUTH
 CZ2164'POWERLINE.  257.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2164'ROAD.  579.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2164'548.0 FEET NORTH OF EAST-WEST POWERLINE.
 CZ2164'
 CZ2164'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2164'GRAND, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2164'(TOLTEC).  TURN RIGHT AND GO ON TOLTEC HIGHWAY SOUTH FOR 5.0
 CZ2164'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES
 CZ2164'TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2200 ***********************************************************************
 CZ2200  DESIGNATION -  AK 56
 CZ2200  PID         -  CZ2200
 CZ2200  STATE/COUNTY-  AZ/PINAL
 CZ2200  USGS QUAD   -  ELOY NW (1981)
 CZ2200
 CZ2200                         *CURRENT SURVEY CONTROL
 CZ2200  ___________________________________________________________________
 CZ2200* NAD 83(1992)-  32 42 17.91253(N)    111 39 16.20144(W)     ADJUSTED  
 CZ2200* NAVD 88     -       472.43   (+/-2cm)    1550.0    (feet)  VERTCON   
 CZ2200  ___________________________________________________________________
 CZ2200  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CZ2200  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2200
 CZ2200  HORZ ORDER  -  FIRST
 CZ2200  VERT ORDER  -  THIRD ? (See Below)
 CZ2200
 CZ2200.The horizontal coordinates were established by classical geodetic methods
 CZ2200.and adjusted by the National Geodetic Survey in August 1993..
 CZ2200
 CZ2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2200.The vertical order pertains to the NGVD 29 superseded value.
 CZ2200
 CZ2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2200
 CZ2200.The geoid height was determined by GEOID03.
 CZ2200
 CZ2200;                    North         East     Units Scale Factor Converg.
 CZ2200;SPC AZ C     -   189,066.461   237,939.073   MT  0.99990745   +0 08 29.9
 CZ2200;SPC AZ C     -   620,296.79    780,640.00   iFT  0.99990745   +0 08 29.9
 CZ2200;UTM  12      - 3,618,770.610   438,656.069   MT  0.99964640   -0 21 13.1
 CZ2200
 CZ2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2200!SPC AZ C     -   0.99993057  x   0.99990745  =   0.99983803
 CZ2200!UTM  12      -   0.99993057  x   0.99964640  =   0.99957700
 CZ2200
 CZ2200|---------------------------------------------------------------------|
 CZ2200| PID    Reference Object                     Distance      Geod. Az  |
 CZ2200|                                                           dddmmss.s |
 CZ2200| CH4114 AK 56 RM E                            8.824 METERS 08859     |
 CZ2200| CH4115 AK 56 RM S                            8.834 METERS 17904     |
 CZ2200| CZ2168 AJ 56                               APPROX. 1.6 KM 2675327.0 |
 CZ2200|---------------------------------------------------------------------|
 CZ2200
 CZ2200                          SUPERSEDED SURVEY CONTROL
 CZ2200
 CZ2200  NAD 83(1986)-  32 42 17.90724(N)    111 39 16.20121(W) AD(       ) 1
 CZ2200  NAD 27      -  32 42 17.68498(N)    111 39 13.75797(W) AD(       ) 1
 CZ2200  NGVD 29 (07/19/86)  471.86   (m)         1548.1    (f) LEVELING    3  
 CZ2200
 CZ2200.Superseded values are not recommended for survey control.
 CZ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2200.See file dsdata.txt to determine how the superseded data were derived.
 CZ2200
 CZ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3865618771(NAD 83)
 CZ2200_MARKER: DD = SURVEY DISK
 CZ2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2200
 CZ2200  HISTORY     - Date     Condition        Report By
 CZ2200  HISTORY     - 1966     MONUMENTED       DMA
 CZ2200  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2200
 CZ2200                          STATION DESCRIPTION
 CZ2200
 CZ2200'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2200'T-8-S.  R-7-E.  IN SECTION 20 NEAR THE SOUTHWEST CORNER.
 CZ2200'
 CZ2200'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2200'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2200'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AK
 CZ2200'56 1966 ARMY MAP SERVICE.
 CZ2200'
 CZ2200'THE STATION MARK IS LOCATED 68.0 FEET NORTH OF THE CENTERLINE
 CZ2200'OF EAST-WEST ROAD.  80.0 FEET EAST OF THE CENTERLINE OF
 CZ2200'NORTH-SOUTH ROAD.  102.0 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2200'
 CZ2200'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2200'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2200'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 5.0
 CZ2200'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO
 CZ2200'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE AND THE
 CZ2200'STATION SITE.
 CZ2200
 CZ2200                          STATION RECOVERY (1968)
 CZ2200
 CZ2200'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2200'AMS FIELD PARTY FOUND THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2163 ***********************************************************************
 CZ2163  DESIGNATION -  AK 57
 CZ2163  PID         -  CZ2163
 CZ2163  STATE/COUNTY-  AZ/PINAL
 CZ2163  USGS QUAD   -  ELOY NW (1981)
 CZ2163
 CZ2163                         *CURRENT SURVEY CONTROL
 CZ2163  ___________________________________________________________________
 CZ2163* NAD 83(1992)-  32 41 25.09331(N)    111 39 18.25118(W)     ADJUSTED  
 CZ2163* NAVD 88     -       474.69   (+/-2cm)    1557.4    (feet)  VERTCON   
 CZ2163  ___________________________________________________________________
 CZ2163  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2163  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2163
 CZ2163  HORZ ORDER  -  FIRST
 CZ2163  VERT ORDER  -  THIRD ? (See Below)
 CZ2163
 CZ2163.The horizontal coordinates were established by classical geodetic methods
 CZ2163.and adjusted by the National Geodetic Survey in August 1993..
 CZ2163
 CZ2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2163.The vertical order pertains to the NGVD 29 superseded value.
 CZ2163
 CZ2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2163
 CZ2163.The geoid height was determined by GEOID03.
 CZ2163
 CZ2163;                    North         East     Units Scale Factor Converg.
 CZ2163;SPC AZ C     -   187,439.373   237,889.704   MT  0.99990742   +0 08 28.6
 CZ2163;SPC AZ C     -   614,958.57    780,478.03   iFT  0.99990742   +0 08 28.6
 CZ2163;UTM  12      - 3,617,144.434   438,592.657   MT  0.99964650   -0 21 13.7
 CZ2163
 CZ2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2163!SPC AZ C     -   0.99993022  x   0.99990742  =   0.99983765
 CZ2163!UTM  12      -   0.99993022  x   0.99964650  =   0.99957674
 CZ2163
 CZ2163|---------------------------------------------------------------------|
 CZ2163| PID    Reference Object                     Distance      Geod. Az  |
 CZ2163|                                                           dddmmss.s |
 CZ2163| CH4116 AK 57 RM E                            8.839 METERS 08917     |
 CZ2163| CZ2156 AL 57                               APPROX. 1.7 KM 0913915.6 |
 CZ2163| CH4117 AK 57 RM S                            8.839 METERS 17916     |
 CZ2163|---------------------------------------------------------------------|
 CZ2163
 CZ2163                          SUPERSEDED SURVEY CONTROL
 CZ2163
 CZ2163  NAD 83(1986)-  32 41 25.08802(N)    111 39 18.25083(W) AD(       ) 1
 CZ2163  NAD 27      -  32 41 24.86430(N)    111 39 15.80896(W) AD(       ) 1
 CZ2163  NGVD 29 (07/19/86)  474.12   (m)         1555.5    (f) LEVELING    3  
 CZ2163
 CZ2163.Superseded values are not recommended for survey control.
 CZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2163.See file dsdata.txt to determine how the superseded data were derived.
 CZ2163
 CZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3859317144(NAD 83)
 CZ2163_MARKER: DD = SURVEY DISK
 CZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2163
 CZ2163  HISTORY     - Date     Condition        Report By
 CZ2163  HISTORY     - 1966     MONUMENTED       DMA
 CZ2163
 CZ2163                          STATION DESCRIPTION
 CZ2163
 CZ2163'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2163'T-8-S.  R-7-E.  IN SECTION 30 NEAR THE SOUTHEAST CORNER.
 CZ2163'
 CZ2163'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2163'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2163'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2163'IS STAMPED--AK 57 1966 ARMY MAP SERVICE.
 CZ2163'
 CZ2163'THE STATION MARK IS LOCATED 47.0 FEET WEST OF NORTH-SOUTH
 CZ2163'FENCE.  69.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  96.0
 CZ2163'FEET NORTHWEST OF THE INTERSECTING CENTERLINES OF ROAD NORTH AND
 CZ2163'ROAD EAST.
 CZ2163'
 CZ2163'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2163'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2163'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 7.0
 CZ2163'MILES TO NUTT ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO THE
 CZ2163'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2160 ***********************************************************************
 CZ2160  DESIGNATION -  AK 58
 CZ2160  PID         -  CZ2160
 CZ2160  STATE/COUNTY-  AZ/PINAL
 CZ2160  USGS QUAD   -  ELOY NW (1981)
 CZ2160
 CZ2160                         *CURRENT SURVEY CONTROL
 CZ2160  ___________________________________________________________________
 CZ2160* NAD 83(1992)-  32 40 32.17792(N)    111 39 15.66417(W)     ADJUSTED  
 CZ2160* NAVD 88     -       478.34   (+/-2cm)    1569.4    (feet)  VERTCON   
 CZ2160  ___________________________________________________________________
 CZ2160  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CZ2160  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2160
 CZ2160  HORZ ORDER  -  FIRST
 CZ2160  VERT ORDER  -  THIRD ? (See Below)
 CZ2160
 CZ2160.The horizontal coordinates were established by classical geodetic methods
 CZ2160.and adjusted by the National Geodetic Survey in August 1993..
 CZ2160
 CZ2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2160.The vertical order pertains to the NGVD 29 superseded value.
 CZ2160
 CZ2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2160
 CZ2160.The geoid height was determined by GEOID03.
 CZ2160
 CZ2160;                    North         East     Units Scale Factor Converg.
 CZ2160;SPC AZ C     -   185,809.624   237,961.118   MT  0.99990746   +0 08 29.8
 CZ2160;SPC AZ C     -   609,611.63    780,712.33   iFT  0.99990746   +0 08 29.8
 CZ2160;UTM  12      - 3,615,514.555   438,649.973   MT  0.99964641   -0 21 11.8
 CZ2160
 CZ2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2160!SPC AZ C     -   0.99992965  x   0.99990746  =   0.99983711
 CZ2160!UTM  12      -   0.99992965  x   0.99964641  =   0.99957608
 CZ2160
 CZ2160|---------------------------------------------------------------------|
 CZ2160| PID    Reference Object                     Distance      Geod. Az  |
 CZ2160|                                                           dddmmss.s |
 CZ2160| CH4118 AK 58 RM E                            8.834 METERS 08919     |
 CZ2160| CH4119 AK 58 RM S                            8.837 METERS 17919     |
 CZ2160| CZ2165 AJ 58                               APPROX. 1.6 KM 2695747.9 |
 CZ2160|---------------------------------------------------------------------|
 CZ2160
 CZ2160                          SUPERSEDED SURVEY CONTROL
 CZ2160
 CZ2160  NAD 83(1986)-  32 40 32.17263(N)    111 39 15.66369(W) AD(       ) 1
 CZ2160  NAD 27      -  32 40 31.94730(N)    111 39 13.22302(W) AD(       ) 1
 CZ2160  NGVD 29 (07/19/86)  477.78   (m)         1567.5    (f) LEVELING    3  
 CZ2160
 CZ2160.Superseded values are not recommended for survey control.
 CZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2160.See file dsdata.txt to determine how the superseded data were derived.
 CZ2160
 CZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3865015515(NAD 83)
 CZ2160_MARKER: DD = SURVEY DISK
 CZ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2160
 CZ2160  HISTORY     - Date     Condition        Report By
 CZ2160  HISTORY     - 1966     MONUMENTED       DMA
 CZ2160
 CZ2160                          STATION DESCRIPTION
 CZ2160
 CZ2160'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2160'T-8-S.  R-7-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2160'
 CZ2160'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2160'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2160'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2160'STAMPED--AK 58 1966 ARMY MAP SERVICE.
 CZ2160'
 CZ2160'THE STATION MARK IS LOCATED 53 FEET NORTH OF EAST-WEST
 CZ2160'POWERLINE.  84 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD.  66
 CZ2160'FEET EAST OF NORTH-SOUTH FENCE.
 CZ2160'
 CZ2160'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2160'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES (TOLTEC).  TURN
 CZ2160'RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 8.0 MILES TO HARMON
 CZ2160'ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2119 ***********************************************************************
 CZ2119  DESIGNATION -  AL 43
 CZ2119  PID         -  CZ2119
 CZ2119  STATE/COUNTY-  AZ/PINAL
 CZ2119  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2119
 CZ2119                         *CURRENT SURVEY CONTROL
 CZ2119  ___________________________________________________________________
 CZ2119* NAD 83(1992)-  32 53 38.36363(N)    111 38 11.75960(W)     ADJUSTED  
 CZ2119* NAVD 88     -       436.98   (+/-2cm)    1433.7    (feet)  VERTCON   
 CZ2119  ___________________________________________________________________
 CZ2119  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2119  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2119
 CZ2119  HORZ ORDER  -  FIRST
 CZ2119  VERT ORDER  -  THIRD ? (See Below)
 CZ2119
 CZ2119.The horizontal coordinates were established by classical geodetic methods
 CZ2119.and adjusted by the National Geodetic Survey in August 1993..
 CZ2119
 CZ2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2119.The vertical order pertains to the NGVD 29 superseded value.
 CZ2119
 CZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2119
 CZ2119.The geoid height was determined by GEOID03.
 CZ2119
 CZ2119;                    North         East     Units Scale Factor Converg.
 CZ2119;SPC AZ C     -   210,030.604   239,561.819   MT  0.99990846   +0 09 07.6
 CZ2119;SPC AZ C     -   689,076.78    785,963.97   iFT  0.99990846   +0 09 07.6
 CZ2119;UTM  12      - 3,639,714.394   440,459.969   MT  0.99964371   -0 20 44.7
 CZ2119
 CZ2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2119!SPC AZ C     -   0.99993611  x   0.99990846  =   0.99984457
 CZ2119!UTM  12      -   0.99993611  x   0.99964371  =   0.99957984
 CZ2119
 CZ2119|---------------------------------------------------------------------|
 CZ2119| PID    Reference Object                     Distance      Geod. Az  |
 CZ2119|                                                           dddmmss.s |
 CZ2119| CH4120 AL 43 RM E                            8.842 METERS 08913     |
 CZ2119| CZ2043 FOUR                                APPROX. 7.8 KM 1755027.1 |
 CZ2119| CH4121 AL 43 RM S                            8.842 METERS 17909     |
 CZ2119|---------------------------------------------------------------------|
 CZ2119
 CZ2119                          SUPERSEDED SURVEY CONTROL
 CZ2119
 CZ2119  NAD 83(1986)-  32 53 38.35848(N)    111 38 11.76095(W) AD(       ) 1
 CZ2119  NAD 27      -  32 53 38.15348(N)    111 38 09.30150(W) AD(       ) 1
 CZ2119  NGVD 29 (07/19/86)  436.48   (m)         1432.0    (f) LEVELING    3  
 CZ2119
 CZ2119.Superseded values are not recommended for survey control.
 CZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2119.See file dsdata.txt to determine how the superseded data were derived.
 CZ2119
 CZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4046039714(NAD 83)
 CZ2119_MARKER: DD = SURVEY DISK
 CZ2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2119
 CZ2119  HISTORY     - Date     Condition        Report By
 CZ2119  HISTORY     - 1966     MONUMENTED       DMA
 CZ2119
 CZ2119                          STATION DESCRIPTION
 CZ2119
 CZ2119'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2119'T-6-S.  R-7-E.  IN SECTION 20 NEAR THE NORTHEAST CORNER.
 CZ2119'
 CZ2119'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2119'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2119'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2119'STAMPED--AL 43 1966 ARMY MAP SERVICE.
 CZ2119'
 CZ2119'THE STATION MARK IS LOCATED 82 FEET WEST OF THE CENTERLINE OF
 CZ2119'NORTH-SOUTH ROAD.  78 FEET SOUTH OF THE EAST-WEST POWERLINE.  100
 CZ2119'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2119'
 CZ2119'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2119'CASA GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE
 CZ2119'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 7.0 MILES.  TURN
 CZ2119'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2120 ***********************************************************************
 CZ2120  DESIGNATION -  AL 44
 CZ2120  PID         -  CZ2120
 CZ2120  STATE/COUNTY-  AZ/PINAL
 CZ2120  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2120
 CZ2120                         *CURRENT SURVEY CONTROL
 CZ2120  ___________________________________________________________________
 CZ2120* NAD 83(1992)-  32 52 48.20992(N)    111 38 11.85014(W)     ADJUSTED  
 CZ2120* NAVD 88     -       438.46   (+/-2cm)    1438.5    (feet)  VERTCON   
 CZ2120  ___________________________________________________________________
 CZ2120  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2120  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2120
 CZ2120  HORZ ORDER  -  FIRST
 CZ2120  VERT ORDER  -  THIRD ? (See Below)
 CZ2120
 CZ2120.The horizontal coordinates were established by classical geodetic methods
 CZ2120.and adjusted by the National Geodetic Survey in August 1993..
 CZ2120
 CZ2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2120.The vertical order pertains to the NGVD 29 superseded value.
 CZ2120
 CZ2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2120
 CZ2120.The geoid height was determined by GEOID03.
 CZ2120
 CZ2120;                    North         East     Units Scale Factor Converg.
 CZ2120;SPC AZ C     -   208,485.697   239,563.566   MT  0.99990846   +0 09 07.3
 CZ2120;SPC AZ C     -   684,008.19    785,969.70   iFT  0.99990846   +0 09 07.3
 CZ2120;UTM  12      - 3,638,169.939   440,448.298   MT  0.99964373   -0 20 44.2
 CZ2120
 CZ2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2120!SPC AZ C     -   0.99993588  x   0.99990846  =   0.99984434
 CZ2120!UTM  12      -   0.99993588  x   0.99964373  =   0.99957963
 CZ2120
 CZ2120:                Primary Azimuth Mark                     Grid Az
 CZ2120:SPC AZ C     -  AL 43                                    359 56 06.8
 CZ2120:UTM  12      -  AL 43                                    000 25 58.3
 CZ2120
 CZ2120|---------------------------------------------------------------------|
 CZ2120| PID    Reference Object                     Distance      Geod. Az  |
 CZ2120|                                                           dddmmss.s |
 CZ2120| CZ2119 AL 43                               APPROX. 1.5 KM 0000514.1 |
 CZ2120| CH4122 AL 44 RM E                            8.837 METERS 08922     |
 CZ2120| CH4123 AL 44 RM S                            8.834 METERS 17909     |
 CZ2120|---------------------------------------------------------------------|
 CZ2120
 CZ2120                          SUPERSEDED SURVEY CONTROL
 CZ2120
 CZ2120  NAD 83(1986)-  32 52 48.20477(N)    111 38 11.85137(W) AD(       ) 1
 CZ2120  NAD 27      -  32 52 47.99827(N)    111 38 09.39347(W) AD(       ) 1
 CZ2120  NGVD 29 (07/19/86)  437.96   (m)         1436.9    (f) LEVELING    3  
 CZ2120
 CZ2120.Superseded values are not recommended for survey control.
 CZ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2120.See file dsdata.txt to determine how the superseded data were derived.
 CZ2120
 CZ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4044838170(NAD 83)
 CZ2120_MARKER: DD = SURVEY DISK
 CZ2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2120
 CZ2120  HISTORY     - Date     Condition        Report By
 CZ2120  HISTORY     - 1967     MONUMENTED       DMA
 CZ2120
 CZ2120                          STATION DESCRIPTION
 CZ2120
 CZ2120'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2120'T-6-S.  R-7-E-.  IN SECTION 20 NEAR THE SOUTHEAST CORNER.
 CZ2120'
 CZ2120'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2120'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2120'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2120'IS STAMPED--AL 44 1967 ARMY MAP SERVICE.
 CZ2120'
 CZ2120'THE STATION MARK IS LOCATED 55 FEET NORTH OF THE CENTERLINE
 CZ2120'OF EAST-WEST IRRIGATION DITCH.  62 FEET NORTH OF EAST-WEST
 CZ2120'POWERLINE.  100 FEET NORTH OF THE CENTERLINE OF EAST-WEST PAVED
 CZ2120'ROAD.  82 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2120'
 CZ2120'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2120'CASA GRANDE, ARIZONA GO NORTH ON 93 FOR 75.0 FEET TO STATE ROUTE
 CZ2120'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 7.0 MILES AND
 CZ2120'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2058 ***********************************************************************
 CZ2058  DESIGNATION -  AL 45
 CZ2058  PID         -  CZ2058
 CZ2058  STATE/COUNTY-  AZ/PINAL
 CZ2058  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2058
 CZ2058                         *CURRENT SURVEY CONTROL
 CZ2058  ___________________________________________________________________
 CZ2058* NAD 83(1992)-  32 51 53.06552(N)    111 38 13.52538(W)     ADJUSTED  
 CZ2058* NAVD 88     -       442.60   (+/-2cm)    1452.1    (feet)  VERTCON   
 CZ2058  ___________________________________________________________________
 CZ2058  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2058  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2058
 CZ2058  HORZ ORDER  -  FIRST
 CZ2058  VERT ORDER  -  THIRD ? (See Below)
 CZ2058
 CZ2058.The horizontal coordinates were established by classical geodetic methods
 CZ2058.and adjusted by the National Geodetic Survey in August 1993..
 CZ2058
 CZ2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2058.The vertical order pertains to the NGVD 29 superseded value.
 CZ2058
 CZ2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2058
 CZ2058.The geoid height was determined by GEOID03.
 CZ2058
 CZ2058;                    North         East     Units Scale Factor Converg.
 CZ2058;SPC AZ C     -   206,786.956   239,524.522   MT  0.99990844   +0 09 06.2
 CZ2058;SPC AZ C     -   678,434.90    785,841.61   iFT  0.99990844   +0 09 06.2
 CZ2058;UTM  12      - 3,636,472.051   440,394.519   MT  0.99964381   -0 20 44.6
 CZ2058
 CZ2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2058!SPC AZ C     -   0.99993523  x   0.99990844  =   0.99984367
 CZ2058!UTM  12      -   0.99993523  x   0.99964381  =   0.99957906
 CZ2058
 CZ2058|---------------------------------------------------------------------|
 CZ2058| PID    Reference Object                     Distance      Geod. Az  |
 CZ2058|                                                           dddmmss.s |
 CZ2058| CH4124 AL 45 RM E                            8.839 METERS 08953     |
 CZ2058| CZ2043 FOUR                                APPROX. 4.6 KM 1722126.4 |
 CZ2058| CH4125 AL 45 RM S                            8.837 METERS 18013     |
 CZ2058|---------------------------------------------------------------------|
 CZ2058
 CZ2058                          SUPERSEDED SURVEY CONTROL
 CZ2058
 CZ2058  NAD 83(1986)-  32 51 53.06036(N)    111 38 13.52646(W) AD(       ) 1
 CZ2058  NAD 27      -  32 51 52.85226(N)    111 38 11.07030(W) AD(       ) 1
 CZ2058  NGVD 29 (07/19/86)  442.11   (m)         1450.5    (f) LEVELING    3  
 CZ2058
 CZ2058.Superseded values are not recommended for survey control.
 CZ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2058.See file dsdata.txt to determine how the superseded data were derived.
 CZ2058
 CZ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4039536472(NAD 83)
 CZ2058_MARKER: DD = SURVEY DISK
 CZ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2058
 CZ2058  HISTORY     - Date     Condition        Report By
 CZ2058  HISTORY     - 1967     MONUMENTED       DMA
 CZ2058
 CZ2058                          STATION DESCRIPTION
 CZ2058
 CZ2058'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2058'T-6-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHEAST CORNER.
 CZ2058'
 CZ2058'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2058'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2058'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2058'STAMPED--AL 45 1967 ARMY MAP SERVICE.
 CZ2058'
 CZ2058'THE STATION MARK IS LOCATED 77 FEET WEST OF THE CENTERLINE
 CZ2058'OF NORTH-SOUTH CANAL.  94 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 CZ2058'CANAL ROAD.  55 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH CANAL
 CZ2058'ROAD.  134 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  147
 CZ2058'FEET WEST OF THE NORTH-SOUTH POWERLINE.  72 FEET SOUTH OF
 CZ2058'EAST-WEST POWERLINE.  100 FEET SOUTH OF THE CENTERLINE OF
 CZ2058'EAST-WEST ROAD.  62 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2058'FIELD ROAD.  164 FEET WEST-SOUTHWEST OF SECTION CORNER (W.C.).
 CZ2058'
 CZ2058'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2058'CASA GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE
 CZ2058'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST ON 287 FOR 6.0
 CZ2058'MILES TO CROSSROAD.  TURN RIGHT AND GO SOUTH 1.0 MILE TO
 CZ2058'CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST TO TRAIL NORTH AND
 CZ2058'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2054 ***********************************************************************
 CZ2054  DESIGNATION -  AL 46
 CZ2054  PID         -  CZ2054
 CZ2054  STATE/COUNTY-  AZ/PINAL
 CZ2054  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2054
 CZ2054                         *CURRENT SURVEY CONTROL
 CZ2054  ___________________________________________________________________
 CZ2054* NAD 83(1992)-  32 51 00.39109(N)    111 38 11.37912(W)     ADJUSTED  
 CZ2054* NAVD 88     -       445.96   (+/-2cm)    1463.1    (feet)  VERTCON   
 CZ2054  ___________________________________________________________________
 CZ2054  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2054  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2054
 CZ2054  HORZ ORDER  -  FIRST
 CZ2054  VERT ORDER  -  THIRD ? (See Below)
 CZ2054
 CZ2054.The horizontal coordinates were established by classical geodetic methods
 CZ2054.and adjusted by the National Geodetic Survey in August 1993..
 CZ2054
 CZ2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2054.The vertical order pertains to the NGVD 29 superseded value.
 CZ2054
 CZ2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2054
 CZ2054.The geoid height was determined by GEOID03.
 CZ2054
 CZ2054;                    North         East     Units Scale Factor Converg.
 CZ2054;SPC AZ C     -   205,164.565   239,584.621   MT  0.99990848   +0 09 07.1
 CZ2054;SPC AZ C     -   673,112.09    786,038.78   iFT  0.99990848   +0 09 07.1
 CZ2054;UTM  12      - 3,634,849.629   440,440.521   MT  0.99964374   -0 20 43.0
 CZ2054
 CZ2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2054!SPC AZ C     -   0.99993470  x   0.99990848  =   0.99984319
 CZ2054!UTM  12      -   0.99993470  x   0.99964374  =   0.99957846
 CZ2054
 CZ2054|---------------------------------------------------------------------|
 CZ2054| PID    Reference Object                     Distance      Geod. Az  |
 CZ2054|                                                           dddmmss.s |
 CZ2054| CH4126 AL 46 RM E                            8.840 METERS 08924     |
 CZ2054| CZ2043 FOUR                                APPROX. 3.0 KM 1691820.4 |
 CZ2054| CH4127 AL 46 RM S                            8.840 METERS 17920     |
 CZ2054|---------------------------------------------------------------------|
 CZ2054
 CZ2054                          SUPERSEDED SURVEY CONTROL
 CZ2054
 CZ2054  NAD 83(1986)-  32 51 00.38594(N)    111 38 11.38007(W) AD(       ) 1
 CZ2054  NAD 27      -  32 51 00.17618(N)    111 38 08.92567(W) AD(       ) 1
 CZ2054  NGVD 29 (07/19/86)  445.47   (m)         1461.5    (f) LEVELING    3  
 CZ2054
 CZ2054.Superseded values are not recommended for survey control.
 CZ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2054.See file dsdata.txt to determine how the superseded data were derived.
 CZ2054
 CZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4044134850(NAD 83)
 CZ2054_MARKER: DD = SURVEY DISK
 CZ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2054
 CZ2054  HISTORY     - Date     Condition        Report By
 CZ2054  HISTORY     - 1967     MONUMENTED       DMA
 CZ2054
 CZ2054                          STATION DESCRIPTION
 CZ2054
 CZ2054'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2054'T-7-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2054'
 CZ2054'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2054'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2054'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2054'IS STAMPED--AL 46 1967 ARMY MAP SERVICE.
 CZ2054'
 CZ2054'THE STATION MARK IS LOCATED 50.0 FEET SOUTH OF EAST-WEST
 CZ2054'FENCE.  45.0 FEET EAST OF NORTH-SOUTH FENCE.  85.0 FEET SOUTH
 CZ2054'OF EAST-WEST POWERLINE.  112.0 FEET SOUTH OF EAST-WEST ROAD.  78.0
 CZ2054'FEET EAST OF NORTH-SOUTH ROAD.
 CZ2054'
 CZ2054'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2054'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2054'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 4.5 MILES TO ROAD
 CZ2054'SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2056 ***********************************************************************
 CZ2056  DESIGNATION -  AL 47
 CZ2056  PID         -  CZ2056
 CZ2056  STATE/COUNTY-  AZ/PINAL
 CZ2056  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2056
 CZ2056                         *CURRENT SURVEY CONTROL
 CZ2056  ___________________________________________________________________
 CZ2056* NAD 83(1992)-  32 50 08.25575(N)    111 38 13.31745(W)     ADJUSTED  
 CZ2056* NAVD 88     -       449.79   (+/-2cm)    1475.7    (feet)  VERTCON   
 CZ2056  ___________________________________________________________________
 CZ2056  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2056  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2056
 CZ2056  HORZ ORDER  -  FIRST
 CZ2056  VERT ORDER  -  THIRD ? (See Below)
 CZ2056
 CZ2056.The horizontal coordinates were established by classical geodetic methods
 CZ2056.and adjusted by the National Geodetic Survey in August 1993..
 CZ2056
 CZ2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2056.The vertical order pertains to the NGVD 29 superseded value.
 CZ2056
 CZ2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2056
 CZ2056.The geoid height was determined by GEOID03.
 CZ2056
 CZ2056;                    North         East     Units Scale Factor Converg.
 CZ2056;SPC AZ C     -   203,558.502   239,538.474   MT  0.99990845   +0 09 05.9
 CZ2056;SPC AZ C     -   667,842.85    785,887.38   iFT  0.99990845   +0 09 05.9
 CZ2056;UTM  12      - 3,633,244.451   440,380.456   MT  0.99964383   -0 20 43.5
 CZ2056
 CZ2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2056!SPC AZ C     -   0.99993410  x   0.99990845  =   0.99984256
 CZ2056!UTM  12      -   0.99993410  x   0.99964383  =   0.99957795
 CZ2056
 CZ2056|---------------------------------------------------------------------|
 CZ2056| PID    Reference Object                     Distance      Geod. Az  |
 CZ2056|                                                           dddmmss.s |
 CZ2056| CH4128 AL 47 RM E                            8.835 METERS 08915     |
 CZ2056| CZ2043 FOUR                                APPROX. 1.5 KM 1554709.8 |
 CZ2056| CH4129 AL 47 RM S                            8.832 METERS 17913     |
 CZ2056|---------------------------------------------------------------------|
 CZ2056
 CZ2056                          SUPERSEDED SURVEY CONTROL
 CZ2056
 CZ2056  NAD 83(1986)-  32 50 08.25058(N)    111 38 13.31828(W) AD(       ) 1
 CZ2056  NAD 27      -  32 50 08.03927(N)    111 38 10.86554(W) AD(       ) 1
 CZ2056  NGVD 29 (07/19/86)  449.28   (m)         1474.0    (f) LEVELING    3  
 CZ2056
 CZ2056.Superseded values are not recommended for survey control.
 CZ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2056.See file dsdata.txt to determine how the superseded data were derived.
 CZ2056
 CZ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4038033244(NAD 83)
 CZ2056_MARKER: DD = SURVEY DISK
 CZ2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2056
 CZ2056  HISTORY     - Date     Condition        Report By
 CZ2056  HISTORY     - 1966     MONUMENTED       DMA
 CZ2056
 CZ2056                          STATION DESCRIPTION
 CZ2056
 CZ2056'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2056'T-7-S.  R-7-E.  IN SECTION 8 NEAR THE NORTHEAST CORNER.
 CZ2056'
 CZ2056'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2056'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2056'0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2056'STAMPED--AL 47 1966 ARMY MAP SERVICE.
 CZ2056'
 CZ2056'THE STATION MARK IS LOCATED 81 FEET SOUTH OF THE CENTERLINE OF
 CZ2056'EAST-WEST ROAD.  82 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2056'ROAD.  50 FEET WEST OF NORTH-SOUTH POWERLINE.  51 FEET SOUTH OF
 CZ2056'EAST-WEST POWERLINE.
 CZ2056'
 CZ2056'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2056'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES
 CZ2056'TO PAVED ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2056'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD AND THE
 CZ2056'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2057 ***********************************************************************
 CZ2057  DESIGNATION -  AL 48
 CZ2057  PID         -  CZ2057
 CZ2057  STATE/COUNTY-  AZ/PINAL
 CZ2057  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2057
 CZ2057                         *CURRENT SURVEY CONTROL
 CZ2057  ___________________________________________________________________
 CZ2057* NAD 83(1992)-  32 49 14.99244(N)    111 38 13.41044(W)     ADJUSTED  
 CZ2057* NAVD 88     -       454.90   (+/-2cm)    1492.5    (feet)  VERTCON   
 CZ2057  ___________________________________________________________________
 CZ2057  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2057  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2057
 CZ2057  HORZ ORDER  -  FIRST
 CZ2057  VERT ORDER  -  THIRD ? (See Below)
 CZ2057
 CZ2057.The horizontal coordinates were established by classical geodetic methods
 CZ2057.and adjusted by the National Geodetic Survey in August 1993..
 CZ2057
 CZ2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2057.The vertical order pertains to the NGVD 29 superseded value.
 CZ2057
 CZ2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2057
 CZ2057.The geoid height was determined by GEOID03.
 CZ2057
 CZ2057;                    North         East     Units Scale Factor Converg.
 CZ2057;SPC AZ C     -   201,917.825   239,540.397   MT  0.99990845   +0 09 05.6
 CZ2057;SPC AZ C     -   662,460.06    785,893.69   iFT  0.99990845   +0 09 05.6
 CZ2057;UTM  12      - 3,631,604.253   440,368.151   MT  0.99964385   -0 20 43.1
 CZ2057
 CZ2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2057!SPC AZ C     -   0.99993330  x   0.99990845  =   0.99984176
 CZ2057!UTM  12      -   0.99993330  x   0.99964385  =   0.99957717
 CZ2057
 CZ2057:                Primary Azimuth Mark                     Grid Az
 CZ2057:SPC AZ C     -  FOUR                                     064 53 55.9
 CZ2057:UTM  12      -  FOUR                                     065 23 44.6
 CZ2057
 CZ2057|---------------------------------------------------------------------|
 CZ2057| PID    Reference Object                     Distance      Geod. Az  |
 CZ2057|                                                           dddmmss.s |
 CZ2057| CZ2043 FOUR                                APPROX. 0.7 KM 0650301.5 |
 CZ2057| CH4130 AL 48 RM E                            8.826 METERS 08912     |
 CZ2057| CH4131 AL 48 RM S                            8.827 METERS 17914     |
 CZ2057|---------------------------------------------------------------------|
 CZ2057
 CZ2057                          SUPERSEDED SURVEY CONTROL
 CZ2057
 CZ2057  NAD 83(1986)-  32 49 14.98726(N)    111 38 13.41112(W) AD(       ) 1
 CZ2057  NAD 27      -  32 49 14.77452(N)    111 38 10.95942(W) AD(       ) 1
 CZ2057  NGVD 29 (07/19/86)  454.38   (m)         1490.7    (f) LEVELING    3  
 CZ2057
 CZ2057.Superseded values are not recommended for survey control.
 CZ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2057.See file dsdata.txt to determine how the superseded data were derived.
 CZ2057
 CZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4036831604(NAD 83)
 CZ2057_MARKER: DD = SURVEY DISK
 CZ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2057
 CZ2057  HISTORY     - Date     Condition        Report By
 CZ2057  HISTORY     - 1967     MONUMENTED       DMA
 CZ2057
 CZ2057                          STATION DESCRIPTION
 CZ2057
 CZ2057'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2057'T-7-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHEAST CORNER.
 CZ2057'
 CZ2057'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2057'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2057'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2057'48 1967 ARMY MAP SERVICE.
 CZ2057'
 CZ2057'THE STATION MARK IS LOCATED ABOUT 166 FEET SOUTH-SOUTHWEST OF THE
 CZ2057'SECTION CORNER.  ABOUT 78 FEET WEST OF SECTION LINE.
 CZ2057'
 CZ2057'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2057'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 8.9 MILES TO ROAD
 CZ2057'NORTH.  TURN LEFT AND GO 1.25 MILES TO SMALL HILL AND THE STATION
 CZ2057'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1031 ***********************************************************************
 CZ1031  DESIGNATION -  AL 49
 CZ1031  PID         -  CZ1031
 CZ1031  STATE/COUNTY-  AZ/PINAL
 CZ1031  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1031
 CZ1031                         *CURRENT SURVEY CONTROL
 CZ1031  ___________________________________________________________________
 CZ1031* NAD 83(1992)-  32 48 24.89236(N)    111 38 10.77080(W)     ADJUSTED  
 CZ1031* NAVD 88     -       453.812  (meters)    1488.88   (feet)  ADJUSTED  
 CZ1031  ___________________________________________________________________
 CZ1031  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ1031  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1031  DYNAMIC HT  -         453.252 (meters)    1487.04  (feet)  COMP
 CZ1031  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 CZ1031  OBS GRAVITY -     979,389.3   (mgal)                       GRAV_OBS
 CZ1031
 CZ1031  HORZ ORDER  -  FIRST
 CZ1031  VERT ORDER  -  FIRST     CLASS II
 CZ1031
 CZ1031.The horizontal coordinates were established by classical geodetic methods
 CZ1031.and adjusted by the National Geodetic Survey in August 1993..
 CZ1031
 CZ1031.The orthometric height was determined by differential leveling
 CZ1031.and adjusted by the National Geodetic Survey in November 1993..
 CZ1031
 CZ1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1031
 CZ1031.The geoid height was determined by GEOID03.
 CZ1031
 CZ1031.The dynamic height is computed by dividing the NAVD 88
 CZ1031.geopotential number by the normal gravity value computed on the
 CZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1031.degrees latitude (g = 980.6199 gals.).
 CZ1031
 CZ1031.The modeled gravity was interpolated from observed gravity values.
 CZ1031.The observed gravity was obtained from relative gravimeter ties
 CZ1031.to the IGSN71 gravity network.
 CZ1031
 CZ1031;                    North         East     Units Scale Factor Converg.
 CZ1031;SPC AZ C     -   200,374.776   239,613.143   MT  0.99990850   +0 09 06.8
 CZ1031;SPC AZ C     -   657,397.56    786,132.36   iFT  0.99990850   +0 09 06.8
 CZ1031;UTM  12      - 3,630,061.041   440,427.501   MT  0.99964376   -0 20 41.2
 CZ1031
 CZ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1031!SPC AZ C     -   0.99993347  x   0.99990850  =   0.99984198
 CZ1031!UTM  12      -   0.99993347  x   0.99964376  =   0.99957726
 CZ1031
 CZ1031:                Primary Azimuth Mark                     Grid Az
 CZ1031:SPC AZ C     -  FOUR                                     016 24 23.4
 CZ1031:UTM  12      -  FOUR                                     016 54 11.4
 CZ1031
 CZ1031|---------------------------------------------------------------------|
 CZ1031| PID    Reference Object                     Distance      Geod. Az  |
 CZ1031|                                                           dddmmss.s |
 CZ1031| CZ2043 FOUR                                APPROX. 1.9 KM 0163330.2 |
 CZ1031| CH4132 AL 49 RM E                            8.832 METERS 08917     |
 CZ1031| CH4133 AL 49 RM S                            8.837 METERS 17918     |
 CZ1031|---------------------------------------------------------------------|
 CZ1031
 CZ1031                          SUPERSEDED SURVEY CONTROL
 CZ1031
 CZ1031  NAD 83(1986)-  32 48 24.88716(N)    111 38 10.77138(W) AD(       ) 1
 CZ1031  NAD 27      -  32 48 24.67334(N)    111 38 08.32122(W) AD(       ) 1
 CZ1031  NAVD 88 (06/15/91)  453.900  (m)         1489.17   (f) UNKNOWN     1 2
 CZ1031  NGVD 29 (??/??/92)  453.674  (m)         1488.43   (f) ADJ UNCH    1 2
 CZ1031
 CZ1031.Superseded values are not recommended for survey control.
 CZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1031.See file dsdata.txt to determine how the superseded data were derived.
 CZ1031
 CZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4042830061(NAD 83)
 CZ1031_MARKER: DD = SURVEY DISK
 CZ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1031_SP_SET: CONCRETE POST
 CZ1031_STAMPING: AL 49 1967 ARMY MAP SERVICE
 CZ1031_MARK LOGO: USE   
 CZ1031_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1031+STABILITY: SURFACE MOTION
 CZ1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1031+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1031
 CZ1031  HISTORY     - Date     Condition        Report By
 CZ1031  HISTORY     - 1967     MONUMENTED       DMA
 CZ1031  HISTORY     - 1967     GOOD             NGS
 CZ1031  HISTORY     - 1980     GOOD             NGS
 CZ1031  HISTORY     - 1980     GOOD             NGS
 CZ1031  HISTORY     - 1984     GOOD             NGS
 CZ1031  HISTORY     - 19911205 GOOD             NGS
 CZ1031
 CZ1031                          STATION DESCRIPTION
 CZ1031
 CZ1031'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1031'T-7-S.  R-7-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ1031'
 CZ1031'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1031'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1031'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1031'IS STAMPED--AL 49 1967 ARMY MAP SERVICE.
 CZ1031'
 CZ1031'THE STATION MARK IS LOCATED 86 FEET EAST OF THE CENTERLINE OF
 CZ1031'NORTH-SOUTH ROAD.  73 FEET NORTH OF EAST-WEST SECTION LINE.  126.7
 CZ1031'FEET EAST-NORTHEAST OF A W.C. (NORTHWEST) OF SECTIONS 16, 17,
 CZ1031'20, 21.
 CZ1031'
 CZ1031'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1031'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 8.9 MILES TO ROAD
 CZ1031'NORTH.  TURN LEFT AND GO NORTH FOR 0.25 MILES TO THE STATION SITE.
 CZ1031
 CZ1031                          STATION RECOVERY (1967)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1031'6.25 MI NW FROM ELROY.
 CZ1031'ABOUT 5.95 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1031'THE STATION AT ELROY, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, IN
 CZ1031'S 20, T 7 S, R 7 E, 122 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL BRICK BUILDING WHICH HOUSES TELEPHONE EQUIPMENT, 88 FEET EAST OF
 CZ1031'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 CZ1031'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ1031
 CZ1031                          STATION RECOVERY (1980)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1031'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1031'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1031'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.5 KILOMETER (0.3
 CZ1031'MILE) NORTH ALONG TOLTEC BUTTES ROAD, SET IN A CONCRETE POST AT
 CZ1031'THE CENTER OF 4 HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR
 CZ1031'TOPOGRAPHIC CONTROL, 122 PACES NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL CINDER BLOCK BUILDING WHICH HOUSES A TELEPHONE SUBSTATION,
 CZ1031'26.8 METERS (88 FEET) EAST OF THE CENTERLINE OF THE ROAD.
 CZ1031
 CZ1031                          STATION RECOVERY (1980)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1031'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1031'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1031'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.5 KILOMETER (0.3
 CZ1031'MILE) NORTH ALONG TOLTEC BUTTES ROAD, SET IN A CONCRETE POST AT
 CZ1031'THE CENTER OF 4 HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR
 CZ1031'TOPOGRAPHIC CONTROL, 122 PACES NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL CINDER BLOCK BUILDING WHICH HOUSES A TELEPHONE SUBSTATION,
 CZ1031'26.8 METERS (88 FEET) EAST OF THE CENTERLINE OF THE ROAD.
 CZ1031
 CZ1031                          STATION RECOVERY (1984)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1031'RECOVERED IN GOOD CONDITION.
 CZ1031
 CZ1031                          STATION RECOVERY (1991)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1031'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1031'ELOY, THENCE 9.5 KM (5.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1031'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG TOLTEC BUTTES ROAD, NEAR THE
 CZ1031'CENTER OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC CONTROL,
 CZ1031'AND 27.4 M (89.9 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2055 ***********************************************************************
 CZ2055  DESIGNATION -  AL 50
 CZ2055  PID         -  CZ2055
 CZ2055  STATE/COUNTY-  AZ/PINAL
 CZ2055  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2055
 CZ2055                         *CURRENT SURVEY CONTROL
 CZ2055  ___________________________________________________________________
 CZ2055* NAD 83(1992)-  32 47 32.55331(N)    111 38 11.51635(W)     ADJUSTED  
 CZ2055* NAVD 88     -       457.53   (+/-2cm)    1501.1    (feet)  VERTCON   
 CZ2055  ___________________________________________________________________
 CZ2055  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2055  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2055
 CZ2055  HORZ ORDER  -  FIRST
 CZ2055  VERT ORDER  -  THIRD ? (See Below)
 CZ2055
 CZ2055.The horizontal coordinates were established by classical geodetic methods
 CZ2055.and adjusted by the National Geodetic Survey in August 1993..
 CZ2055
 CZ2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2055.The vertical order pertains to the NGVD 29 superseded value.
 CZ2055
 CZ2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2055
 CZ2055.The geoid height was determined by GEOID03.
 CZ2055
 CZ2055;                    North         East     Units Scale Factor Converg.
 CZ2055;SPC AZ C     -   198,762.531   239,598.019   MT  0.99990849   +0 09 06.2
 CZ2055;SPC AZ C     -   652,108.04    786,082.74   iFT  0.99990849   +0 09 06.2
 CZ2055;UTM  12      - 3,628,449.415   440,398.413   MT  0.99964380   -0 20 41.1
 CZ2055
 CZ2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2055!SPC AZ C     -   0.99993289  x   0.99990849  =   0.99984139
 CZ2055!UTM  12      -   0.99993289  x   0.99964380  =   0.99957672
 CZ2055
 CZ2055:                Primary Azimuth Mark                     Grid Az
 CZ2055:SPC AZ C     -  FOUR                                     009 08 27.3
 CZ2055:UTM  12      -  FOUR                                     009 38 14.6
 CZ2055
 CZ2055|---------------------------------------------------------------------|
 CZ2055| PID    Reference Object                     Distance      Geod. Az  |
 CZ2055|                                                           dddmmss.s |
 CZ2055| CZ2043 FOUR                                APPROX. 3.5 KM 0091733.5 |
 CZ2055| CH4134 AL 50 RM E                            8.847 METERS 08915     |
 CZ2055| CH4135 AL 50 RM S                            8.840 METERS 17917     |
 CZ2055|---------------------------------------------------------------------|
 CZ2055
 CZ2055                          SUPERSEDED SURVEY CONTROL
 CZ2055
 CZ2055  NAD 83(1986)-  32 47 32.54812(N)    111 38 11.51680(W) AD(       ) 1
 CZ2055  NAD 27      -  32 47 32.33302(N)    111 38 09.06811(W) AD(       ) 1
 CZ2055  NGVD 29 (07/19/86)  456.98   (m)         1499.3    (f) LEVELING    3  
 CZ2055
 CZ2055.Superseded values are not recommended for survey control.
 CZ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2055.See file dsdata.txt to determine how the superseded data were derived.
 CZ2055
 CZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4039828449(NAD 83)
 CZ2055_MARKER: DD = SURVEY DISK
 CZ2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2055
 CZ2055  HISTORY     - Date     Condition        Report By
 CZ2055  HISTORY     - 1967     MONUMENTED       DMA
 CZ2055
 CZ2055                          STATION DESCRIPTION
 CZ2055
 CZ2055'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2055'T-7-S.  R-7-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2055'
 CZ2055'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2055'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2055'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2055'50 1967 ARMY MAP SERVICE.
 CZ2055'
 CZ2055'THE STATION MARK IS LOCATED 85.0 FEET NORTH OF THE CENTERLINE OF A
 CZ2055'BLADED TRAIL.  85.0 FEET EAST OF THE CENTERLINE OF A BLADED TRAIL.
 CZ2055'
 CZ2055'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2055'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2055'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 0.1
 CZ2055'MILE.  TURN RIGHT ON DIM TRAIL AND GO NORTHWEST FOR 0.6 MILE
 CZ2055'KEEPING ON SOUTHWEST SIDE OF NORTHWEST-SOUTHEAST FENCELINE ALONG
 CZ2055'RAILROAD TO FENCE CORNER.  TRAIL TURNS WEST AT THIS POINT.
 CZ2055'CONTINUE WEST ALONG TRAIL FOR 0.5 MILE TO DIM NORTH-SOUTH TRAIL.
 CZ2055'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO DIM CROSS TRAIL AND THE
 CZ2055'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2053 ***********************************************************************
 CZ2053  DESIGNATION -  AL 51
 CZ2053  PID         -  CZ2053
 CZ2053  STATE/COUNTY-  AZ/PINAL
 CZ2053  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2053
 CZ2053                         *CURRENT SURVEY CONTROL
 CZ2053  ___________________________________________________________________
 CZ2053* NAD 83(1992)-  32 46 37.80169(N)    111 38 10.48566(W)     ADJUSTED  
 CZ2053* NAVD 88     -       460.79   (+/-2cm)    1511.8    (feet)  VERTCON   
 CZ2053  ___________________________________________________________________
 CZ2053  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2053  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2053
 CZ2053  HORZ ORDER  -  FIRST
 CZ2053  VERT ORDER  -  THIRD ? (See Below)
 CZ2053
 CZ2053.The horizontal coordinates were established by classical geodetic methods
 CZ2053.and adjusted by the National Geodetic Survey in August 1993..
 CZ2053
 CZ2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2053.The vertical order pertains to the NGVD 29 superseded value.
 CZ2053
 CZ2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2053
 CZ2053.The geoid height was determined by GEOID03.
 CZ2053
 CZ2053;                    North         East     Units Scale Factor Converg.
 CZ2053;SPC AZ C     -   197,076.099   239,629.305   MT  0.99990851   +0 09 06.5
 CZ2053;SPC AZ C     -   646,575.13    786,185.38   iFT  0.99990851   +0 09 06.5
 CZ2053;UTM  12      - 3,626,763.221   440,415.082   MT  0.99964378   -0 20 40.0
 CZ2053
 CZ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2053!SPC AZ C     -   0.99993238  x   0.99990851  =   0.99984090
 CZ2053!UTM  12      -   0.99993238  x   0.99964378  =   0.99957619
 CZ2053
 CZ2053:                Primary Azimuth Mark                     Grid Az
 CZ2053:SPC AZ C     -  FOUR                                     005 49 04.4
 CZ2053:UTM  12      -  FOUR                                     006 18 50.9
 CZ2053
 CZ2053|---------------------------------------------------------------------|
 CZ2053| PID    Reference Object                     Distance      Geod. Az  |
 CZ2053|                                                           dddmmss.s |
 CZ2053| CZ2043 FOUR                                APPROX. 5.2 KM 0055810.9 |
 CZ2053| CH4136 AL 51 RM E                            8.839 METERS 08921     |
 CZ2053| CH4137 AL 51 RM S                            8.840 METERS 17919     |
 CZ2053|---------------------------------------------------------------------|
 CZ2053
 CZ2053                          SUPERSEDED SURVEY CONTROL
 CZ2053
 CZ2053  NAD 83(1986)-  32 46 37.79649(N)    111 38 10.48598(W) AD(       ) 1
 CZ2053  NAD 27      -  32 46 37.57998(N)    111 38 08.03887(W) AD(       ) 1
 CZ2053  NGVD 29 (07/19/86)  460.24   (m)         1510.0    (f) LEVELING    3  
 CZ2053
 CZ2053.Superseded values are not recommended for survey control.
 CZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2053.See file dsdata.txt to determine how the superseded data were derived.
 CZ2053
 CZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4041526763(NAD 83)
 CZ2053_MARKER: DD = SURVEY DISK
 CZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2053
 CZ2053  HISTORY     - Date     Condition        Report By
 CZ2053  HISTORY     - 1967     MONUMENTED       DMA
 CZ2053
 CZ2053                          STATION DESCRIPTION
 CZ2053
 CZ2053'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2053'T-7-S.  R-7-E.  IN SECTION 33 NEAR NORTHWEST CORNER.
 CZ2053'
 CZ2053'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2053'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2053'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2053'51 1967 ARMY MAP SERVICE.
 CZ2053'
 CZ2053'THE STATION MARK IS LOCATED 103.0 FEET SOUTH OF THE CENTERLINE
 CZ2053'OF THE EAST-WEST ROAD.  64.0 FEET EAST OF A BARBED WIRE
 CZ2053'NORTH-SOUTH FENCE (ASSUMED SECTION LINE).
 CZ2053'
 CZ2053'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2053'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2053'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2053'FOR 3.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST 2.0 MILES TO
 CZ2053'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2059 ***********************************************************************
 CZ2059  DESIGNATION -  AL 52
 CZ2059  PID         -  CZ2059
 CZ2059  STATE/COUNTY-  AZ/PINAL
 CZ2059  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2059
 CZ2059                         *CURRENT SURVEY CONTROL
 CZ2059  ___________________________________________________________________
 CZ2059* NAD 83(1992)-  32 45 45.51955(N)    111 38 13.89792(W)     ADJUSTED  
 CZ2059* NAVD 88     -       463.39   (+/-2cm)    1520.3    (feet)  VERTCON   
 CZ2059  ___________________________________________________________________
 CZ2059  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CZ2059  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2059
 CZ2059  HORZ ORDER  -  FIRST
 CZ2059  VERT ORDER  -  THIRD ? (See Below)
 CZ2059
 CZ2059.The horizontal coordinates were established by classical geodetic methods
 CZ2059.and adjusted by the National Geodetic Survey in August 1993..
 CZ2059
 CZ2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2059.The vertical order pertains to the NGVD 29 superseded value.
 CZ2059
 CZ2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2059
 CZ2059.The geoid height was determined by GEOID03.
 CZ2059
 CZ2059;                    North         East     Units Scale Factor Converg.
 CZ2059;SPC AZ C     -   195,465.431   239,544.763   MT  0.99990845   +0 09 04.5
 CZ2059;SPC AZ C     -   641,290.78    785,908.02   iFT  0.99990845   +0 09 04.5
 CZ2059;UTM  12      - 3,625,153.772   440,316.622   MT  0.99964392   -0 20 41.4
 CZ2059
 CZ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2059!SPC AZ C     -   0.99993198  x   0.99990845  =   0.99984044
 CZ2059!UTM  12      -   0.99993198  x   0.99964392  =   0.99957592
 CZ2059
 CZ2059|---------------------------------------------------------------------|
 CZ2059| PID    Reference Object                     Distance      Geod. Az  |
 CZ2059|                                                           dddmmss.s |
 CZ2059| CH4138 AL 52 RM E                            8.831 METERS 08934     |
 CZ2059| CH4139 AL 52 RM S                            8.824 METERS 17939     |
 CZ2059| CZ2159 AL 53                               APPROX. 1.5 KM 1822904.7 |
 CZ2059|---------------------------------------------------------------------|
 CZ2059
 CZ2059                          SUPERSEDED SURVEY CONTROL
 CZ2059
 CZ2059  NAD 83(1986)-  32 45 45.51435(N)    111 38 13.89815(W) AD(       ) 1
 CZ2059  NAD 27      -  32 45 45.29689(N)    111 38 11.45150(W) AD(       ) 1
 CZ2059  NGVD 29 (07/19/86)  462.83   (m)         1518.5    (f) LEVELING    3  
 CZ2059
 CZ2059.Superseded values are not recommended for survey control.
 CZ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2059.See file dsdata.txt to determine how the superseded data were derived.
 CZ2059
 CZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4031725154(NAD 83)
 CZ2059_MARKER: DD = SURVEY DISK
 CZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2059
 CZ2059  HISTORY     - Date     Condition        Report By
 CZ2059  HISTORY     - 1966     MONUMENTED       DMA
 CZ2059
 CZ2059                          STATION DESCRIPTION
 CZ2059
 CZ2059'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2059'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE NORTHEAST CORNER.
 CZ2059'
 CZ2059'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2059'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2059'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2059'STAMPED--AL 52 1966 ARMY MAP SERVICE.
 CZ2059'
 CZ2059'THE STATION MARK IS LOCATED 108 FEET SOUTH OF THE CENTERLINE OF
 CZ2059'THE EAST-WEST ROAD.  60 FEET SOUTH OF EAST-WEST POWERLINE.  90
 CZ2059'FEET WEST OF THE EXTENSION OF CENTERLINE OF ROAD NORTH.  100 FEET
 CZ2059'WEST OF NORTH-SOUTH SECTION LINE (APPROXIMATE LOCATION).
 CZ2059'
 CZ2059'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2059'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2059'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH 2.0 MILES
 CZ2059'TO CROSSROAD.  TURN RIGHT AND GO WEST 1.0 MILE TO THE STATION
 CZ2059'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2159 ***********************************************************************
 CZ2159  DESIGNATION -  AL 53
 CZ2159  PID         -  CZ2159
 CZ2159  STATE/COUNTY-  AZ/PINAL
 CZ2159  USGS QUAD   -  ELOY NW (1981)
 CZ2159
 CZ2159                         *CURRENT SURVEY CONTROL
 CZ2159  ___________________________________________________________________
 CZ2159* NAD 83(1992)-  32 44 56.66813(N)    111 38 16.40637(W)     ADJUSTED  
 CZ2159* NAVD 88     -       465.93   (+/-2cm)    1528.6    (feet)  VERTCON   
 CZ2159  ___________________________________________________________________
 CZ2159  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2159  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2159
 CZ2159  HORZ ORDER  -  FIRST
 CZ2159  VERT ORDER  -  THIRD ? (See Below)
 CZ2159
 CZ2159.The horizontal coordinates were established by classical geodetic methods
 CZ2159.and adjusted by the National Geodetic Survey in August 1993..
 CZ2159
 CZ2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2159.The vertical order pertains to the NGVD 29 superseded value.
 CZ2159
 CZ2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2159
 CZ2159.The geoid height was determined by GEOID03.
 CZ2159
 CZ2159;                    North         East     Units Scale Factor Converg.
 CZ2159;SPC AZ C     -   193,960.506   239,483.440   MT  0.99990841   +0 09 02.9
 CZ2159;SPC AZ C     -   636,353.37    785,706.82   iFT  0.99990841   +0 09 02.9
 CZ2159;UTM  12      - 3,623,649.831   440,242.293   MT  0.99964403   -0 20 42.3
 CZ2159
 CZ2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2159!SPC AZ C     -   0.99993158  x   0.99990841  =   0.99984000
 CZ2159!UTM  12      -   0.99993158  x   0.99964403  =   0.99957564
 CZ2159
 CZ2159|---------------------------------------------------------------------|
 CZ2159| PID    Reference Object                     Distance      Geod. Az  |
 CZ2159|                                                           dddmmss.s |
 CZ2159| CH4140 AL 53 RM E                            8.833 METERS 08932     |
 CZ2159| CZ2144 AM 53                               APPROX. 1.7 KM 0925139.9 |
 CZ2159| CH4141 AL 53 RM S                            8.833 METERS 17933     |
 CZ2159|---------------------------------------------------------------------|
 CZ2159
 CZ2159                          SUPERSEDED SURVEY CONTROL
 CZ2159
 CZ2159  NAD 83(1986)-  32 44 56.66293(N)    111 38 16.40648(W) AD(       ) 1
 CZ2159  NAD 27      -  32 44 56.44426(N)    111 38 13.96108(W) AD(       ) 1
 CZ2159  NGVD 29 (07/19/86)  465.37   (m)         1526.8    (f) LEVELING    3  
 CZ2159
 CZ2159.Superseded values are not recommended for survey control.
 CZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2159.See file dsdata.txt to determine how the superseded data were derived.
 CZ2159
 CZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4024223650(NAD 83)
 CZ2159_MARKER: DD = SURVEY DISK
 CZ2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2159
 CZ2159  HISTORY     - Date     Condition        Report By
 CZ2159  HISTORY     - 1966     MONUMENTED       DMA
 CZ2159
 CZ2159                          STATION DESCRIPTION
 CZ2159
 CZ2159'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2159'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE SOUTHEAST CORNER.
 CZ2159'
 CZ2159'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2159'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2159'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2159'53 1966 ARMY MAP SERVICE.
 CZ2159'
 CZ2159'THE STATION MARK IS LOCATED 87 FT. EAST-SOUTHEAST OF
 CZ2159'NORTHEAST-SOUTHWEST IRRIGATION DITCH.  76 FT. NORTH OF CENTERLINE
 CZ2159'OF EAST-WEST FIELD ROAD.  210 FT. NORTH OF THE CENTERLINE OF
 CZ2159'EAST-WEST SECTION LINE ROAD.  196 FT. WEST OF NORTH-SOUTH SECTION
 CZ2159'LINE (APPROXIMATE LOCATION).  229 FT. WEST OF NORTH-SOUTH
 CZ2159'POWERLINE.
 CZ2159'
 CZ2159'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2159'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2159'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 3.0 MILES
 CZ2159'TO ALSDORF ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2159'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2158 ***********************************************************************
 CZ2158  DESIGNATION -  AL 54
 CZ2158  PID         -  CZ2158
 CZ2158  STATE/COUNTY-  AZ/PINAL
 CZ2158  USGS QUAD   -  ELOY NW (1981)
 CZ2158
 CZ2158                         *CURRENT SURVEY CONTROL
 CZ2158  ___________________________________________________________________
 CZ2158* NAD 83(1992)-  32 44 01.54961(N)    111 38 15.30786(W)     ADJUSTED  
 CZ2158* NAVD 88     -       468.52   (+/-2cm)    1537.1    (feet)  VERTCON   
 CZ2158  ___________________________________________________________________
 CZ2158  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2158  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2158
 CZ2158  HORZ ORDER  -  FIRST
 CZ2158  VERT ORDER  -  THIRD ? (See Below)
 CZ2158
 CZ2158.The horizontal coordinates were established by classical geodetic methods
 CZ2158.and adjusted by the National Geodetic Survey in August 1993..
 CZ2158
 CZ2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2158.The vertical order pertains to the NGVD 29 superseded value.
 CZ2158
 CZ2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2158
 CZ2158.The geoid height was determined by GEOID03.
 CZ2158
 CZ2158;                    North         East     Units Scale Factor Converg.
 CZ2158;SPC AZ C     -   192,262.788   239,516.507   MT  0.99990843   +0 09 03.3
 CZ2158;SPC AZ C     -   630,783.43    785,815.31   iFT  0.99990843   +0 09 03.3
 CZ2158;UTM  12      - 3,621,952.340   440,260.664   MT  0.99964400   -0 20 41.2
 CZ2158
 CZ2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2158!SPC AZ C     -   0.99993118  x   0.99990843  =   0.99983962
 CZ2158!UTM  12      -   0.99993118  x   0.99964400  =   0.99957520
 CZ2158
 CZ2158:                Primary Azimuth Mark                     Grid Az
 CZ2158:SPC AZ C     -  FOUR                                     003 39 24.0
 CZ2158:UTM  12      -  FOUR                                     004 09 08.5
 CZ2158
 CZ2158|---------------------------------------------------------------------|
 CZ2158| PID    Reference Object                     Distance      Geod. Az  |
 CZ2158|                                                           dddmmss.s |
 CZ2158| CZ2043 FOUR                                APPROX.10.0 KM 0034827.3 |
 CZ2158| CH4142 AL 54 RM E                            8.837 METERS 08915     |
 CZ2158| CH4143 AL 54 RM S                            8.834 METERS 17914     |
 CZ2158|---------------------------------------------------------------------|
 CZ2158
 CZ2158                          SUPERSEDED SURVEY CONTROL
 CZ2158
 CZ2158  NAD 83(1986)-  32 44 01.54441(N)    111 38 15.30784(W) AD(       ) 1
 CZ2158  NAD 27      -  32 44 01.32419(N)    111 38 12.86391(W) AD(       ) 1
 CZ2158  NGVD 29 (07/19/86)  467.96   (m)         1535.3    (f) LEVELING    3  
 CZ2158
 CZ2158.Superseded values are not recommended for survey control.
 CZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2158.See file dsdata.txt to determine how the superseded data were derived.
 CZ2158
 CZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026121952(NAD 83)
 CZ2158_MARKER: DD = SURVEY DISK
 CZ2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2158
 CZ2158  HISTORY     - Date     Condition        Report By
 CZ2158  HISTORY     - 1966     MONUMENTED       DMA
 CZ2158
 CZ2158                          STATION DESCRIPTION
 CZ2158
 CZ2158'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2158'T-8-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHEAST CORNER.
 CZ2158'
 CZ2158'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2158'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2158'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2158'IS STAMPED--AL 54 1966 ARMY MAP SERVICE.
 CZ2158'
 CZ2158'THE STATION MARK IS LOCATED 34.0 FEET NORTHEAST OF CENTERLINE OF
 CZ2158'NORTHWEST-SOUTHEAST IRRIGATION DITCH.  36.0 FEET SOUTH OF THE
 CZ2158'POWERLINE EAST.  48.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2158'ROAD.  66.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2158'
 CZ2158'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2158'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2158'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 4.0 MILES
 CZ2158'TO MILLIGAN ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2158'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2154 ***********************************************************************
 CZ2154  DESIGNATION -  AL 55
 CZ2154  PID         -  CZ2154
 CZ2154  STATE/COUNTY-  AZ/PINAL
 CZ2154  USGS QUAD   -  ELOY NW (1981)
 CZ2154
 CZ2154                         *CURRENT SURVEY CONTROL
 CZ2154  ___________________________________________________________________
 CZ2154* NAD 83(1992)-  32 43 08.63040(N)    111 38 13.71364(W)     ADJUSTED  
 CZ2154* NAVD 88     -       471.91   (+/-2cm)    1548.3    (feet)  VERTCON   
 CZ2154  ___________________________________________________________________
 CZ2154  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CZ2154  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2154
 CZ2154  HORZ ORDER  -  FIRST
 CZ2154  VERT ORDER  -  THIRD ? (See Below)
 CZ2154
 CZ2154.The horizontal coordinates were established by classical geodetic methods
 CZ2154.and adjusted by the National Geodetic Survey in August 1993..
 CZ2154
 CZ2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2154.The vertical order pertains to the NGVD 29 superseded value.
 CZ2154
 CZ2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2154
 CZ2154.The geoid height was determined by GEOID03.
 CZ2154
 CZ2154;                    North         East     Units Scale Factor Converg.
 CZ2154;SPC AZ C     -   190,632.852   239,562.311   MT  0.99990846   +0 09 03.9
 CZ2154;SPC AZ C     -   625,435.87    785,965.59   iFT  0.99990846   +0 09 03.9
 CZ2154;UTM  12      - 3,620,322.500   440,292.359   MT  0.99964396   -0 20 39.8
 CZ2154
 CZ2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2154!SPC AZ C     -   0.99993065  x   0.99990846  =   0.99983912
 CZ2154!UTM  12      -   0.99993065  x   0.99964396  =   0.99957463
 CZ2154
 CZ2154:                Primary Azimuth Mark                     Grid Az
 CZ2154:SPC AZ C     -  AM 55                                    087 10 06.2
 CZ2154:UTM  12      -  AM 55                                    087 39 49.9
 CZ2154
 CZ2154|---------------------------------------------------------------------|
 CZ2154| PID    Reference Object                     Distance      Geod. Az  |
 CZ2154|                                                           dddmmss.s |
 CZ2154| CZ2146 AM 55                               APPROX. 1.6 KM 0871910.1 |
 CZ2154| CH4144 AL 55 RM E                            8.834 METERS 08911     |
 CZ2154| CH4145 AL 55 RM S                            8.829 METERS 17909     |
 CZ2154|---------------------------------------------------------------------|
 CZ2154
 CZ2154                          SUPERSEDED SURVEY CONTROL
 CZ2154
 CZ2154  NAD 83(1986)-  32 43 08.62521(N)    111 38 13.71351(W) AD(       ) 1
 CZ2154  NAD 27      -  32 43 08.40341(N)    111 38 11.27063(W) AD(       ) 1
 CZ2154  NGVD 29 (07/19/86)  471.35   (m)         1546.4    (f) LEVELING    3  
 CZ2154
 CZ2154.Superseded values are not recommended for survey control.
 CZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2154.See file dsdata.txt to determine how the superseded data were derived.
 CZ2154
 CZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4029220323(NAD 83)
 CZ2154_MARKER: DD = SURVEY DISK
 CZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2154
 CZ2154  HISTORY     - Date     Condition        Report By
 CZ2154  HISTORY     - 1966     MONUMENTED       DMA
 CZ2154
 CZ2154                          STATION DESCRIPTION
 CZ2154
 CZ2154'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2154'T-8-S.  R-7-E.  IN SECTION 21 NEAR THE NORTHWEST CORNER.
 CZ2154'
 CZ2154'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2154'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2154'0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2154'55 1966 ARMY MAP SERVICE.
 CZ2154'
 CZ2154'THE STATION MARK IS LOCATED 60 FEET SOUTH OF EAST-WEST
 CZ2154'POWERLINE.  40 FEET SOUTH OF THE CENTERLINE OF EAST-WEST IRRIGATION
 CZ2154'DITCH.  93 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  32
 CZ2154'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  82
 CZ2154'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  101 FEET EAST
 CZ2154'OF NORTH-SOUTH POWERLINE.
 CZ2154'
 CZ2154'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2154'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2154'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 5.0
 CZ2154'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2154'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2198 ***********************************************************************
 CZ2198  DESIGNATION -  AL 56
 CZ2198  PID         -  CZ2198
 CZ2198  STATE/COUNTY-  AZ/PINAL
 CZ2198  USGS QUAD   -  ELOY NW (1981)
 CZ2198
 CZ2198                         *CURRENT SURVEY CONTROL
 CZ2198  ___________________________________________________________________
 CZ2198* NAD 83(1992)-  32 42 16.30357(N)    111 38 14.58821(W)     ADJUSTED  
 CZ2198* NAVD 88     -       475.37   (+/-2cm)    1559.6    (feet)  VERTCON   
 CZ2198  ___________________________________________________________________
 CZ2198  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2198  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2198
 CZ2198  HORZ ORDER  -  FIRST
 CZ2198  VERT ORDER  -  THIRD ? (See Below)
 CZ2198
 CZ2198.The horizontal coordinates were established by classical geodetic methods
 CZ2198.and adjusted by the National Geodetic Survey in August 1993..
 CZ2198
 CZ2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2198.The vertical order pertains to the NGVD 29 superseded value.
 CZ2198
 CZ2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2198
 CZ2198.The geoid height was determined by GEOID03.
 CZ2198
 CZ2198;                    North         East     Units Scale Factor Converg.
 CZ2198;SPC AZ C     -   189,020.998   239,543.784   MT  0.99990845   +0 09 03.2
 CZ2198;SPC AZ C     -   620,147.63    785,904.80   iFT  0.99990845   +0 09 03.2
 CZ2198;UTM  12      - 3,618,711.293   440,259.906   MT  0.99964401   -0 20 39.8
 CZ2198
 CZ2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2198!SPC AZ C     -   0.99993011  x   0.99990845  =   0.99983857
 CZ2198!UTM  12      -   0.99993011  x   0.99964401  =   0.99957414
 CZ2198
 CZ2198:                Primary Azimuth Mark                     Grid Az
 CZ2198:SPC AZ C     -  AM 56                                    089 31 08.3
 CZ2198:UTM  12      -  AM 56                                    090 00 51.3
 CZ2198
 CZ2198|---------------------------------------------------------------------|
 CZ2198| PID    Reference Object                     Distance      Geod. Az  |
 CZ2198|                                                           dddmmss.s |
 CZ2198| CZ2148 AM 56                               APPROX. 1.6 KM 0894011.5 |
 CZ2198|---------------------------------------------------------------------|
 CZ2198
 CZ2198                          SUPERSEDED SURVEY CONTROL
 CZ2198
 CZ2198  NAD 83(1986)-  32 42 16.29837(N)    111 38 14.58797(W) AD(       ) 1
 CZ2198  NAD 27      -  32 42 16.07499(N)    111 38 12.14630(W) AD(       ) 1
 CZ2198  NGVD 29 (07/19/86)  474.80   (m)         1557.7    (f) LEVELING    3  
 CZ2198
 CZ2198.Superseded values are not recommended for survey control.
 CZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2198.See file dsdata.txt to determine how the superseded data were derived.
 CZ2198
 CZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026018711(NAD 83)
 CZ2198_MARKER: DD = SURVEY DISK
 CZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2198
 CZ2198  HISTORY     - Date     Condition        Report By
 CZ2198  HISTORY     - 1966     MONUMENTED       DMA
 CZ2198
 CZ2198                          STATION DESCRIPTION
 CZ2198
 CZ2198'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2198'T-8-S.  R-7-E.  IN SECTION 28 NEAR THE NORTHWEST CORNER.
 CZ2198'
 CZ2198'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2198'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2198'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2198'56 1966 ARMY MAP SERVICE.
 CZ2198'
 CZ2198'THE STATION MARK IS LOCATED 79 FEET SOUTH OF THE CENTERLINE OF
 CZ2198'EAST-WEST ROAD.  58 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2198'ROAD.
 CZ2198'
 CZ2198'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2198'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2198'(TOLTEC).  TURN RIGHT AND ON TOLTEC HIGHWAY GO SOUTH FOR 6.0 MILES
 CZ2198'TO SHAY ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROAD
 CZ2198'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2156 ***********************************************************************
 CZ2156  DESIGNATION -  AL 57
 CZ2156  PID         -  CZ2156
 CZ2156  STATE/COUNTY-  AZ/PINAL
 CZ2156  USGS QUAD   -  ELOY NW (1981)
 CZ2156
 CZ2156                         *CURRENT SURVEY CONTROL
 CZ2156  ___________________________________________________________________
 CZ2156* NAD 83(1992)-  32 41 23.52186(N)    111 38 14.09423(W)     ADJUSTED  
 CZ2156* NAVD 88     -       478.20   (+/-2cm)    1568.9    (feet)  VERTCON   
 CZ2156  ___________________________________________________________________
 CZ2156  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2156  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2156
 CZ2156  HORZ ORDER  -  FIRST
 CZ2156  VERT ORDER  -  THIRD ? (See Below)
 CZ2156
 CZ2156.The horizontal coordinates were established by classical geodetic methods
 CZ2156.and adjusted by the National Geodetic Survey in August 1993..
 CZ2156
 CZ2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2156.The vertical order pertains to the NGVD 29 superseded value.
 CZ2156
 CZ2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2156
 CZ2156.The geoid height was determined by GEOID03.
 CZ2156
 CZ2156;                    North         East     Units Scale Factor Converg.
 CZ2156;SPC AZ C     -   187,395.230   239,560.931   MT  0.99990846   +0 09 03.3
 CZ2156;SPC AZ C     -   614,813.75    785,961.06   iFT  0.99990846   +0 09 03.3
 CZ2156;UTM  12      - 3,617,085.867   440,263.001   MT  0.99964400   -0 20 39.1
 CZ2156
 CZ2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2156!SPC AZ C     -   0.99992966  x   0.99990846  =   0.99983813
 CZ2156!UTM  12      -   0.99992966  x   0.99964400  =   0.99957369
 CZ2156
 CZ2156|---------------------------------------------------------------------|
 CZ2156| PID    Reference Object                     Distance      Geod. Az  |
 CZ2156|                                                           dddmmss.s |
 CZ2156| CH4150 AL 57 RM E                            8.836 METERS 08906     |
 CZ2156| CH4151 AL 57 RM S                            8.846 METERS 17911     |
 CZ2156| CZ2157 AL 58                               APPROX. 1.6 KM 1800418.0 |
 CZ2156|---------------------------------------------------------------------|
 CZ2156
 CZ2156                          SUPERSEDED SURVEY CONTROL
 CZ2156
 CZ2156  NAD 83(1986)-  32 41 23.51667(N)    111 38 14.09387(W) AD(       ) 1
 CZ2156  NAD 27      -  32 41 23.29196(N)    111 38 11.65371(W) AD(       ) 1
 CZ2156  NGVD 29 (07/19/86)  477.64   (m)         1567.1    (f) LEVELING    3  
 CZ2156
 CZ2156.Superseded values are not recommended for survey control.
 CZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2156.See file dsdata.txt to determine how the superseded data were derived.
 CZ2156
 CZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026317086(NAD 83)
 CZ2156_MARKER: DD = SURVEY DISK
 CZ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2156
 CZ2156  HISTORY     - Date     Condition        Report By
 CZ2156  HISTORY     - 1966     MONUMENTED       DMA
 CZ2156
 CZ2156                          STATION DESCRIPTION
 CZ2156
 CZ2156'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2156'T-8-S.  R-7-E.  IN SECTION 33 NEAR THE NORTHWEST CORNER.
 CZ2156'
 CZ2156'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2156'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2156'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2156'STAMPED--AL 57 1966 ARMY MAP SERVICE.
 CZ2156'
 CZ2156'THE STATION MARK IS LOCATED 68 FEET SOUTH OF THE EAST-WEST
 CZ2156'POWERLINE.  113 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2156'ROAD.  89 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2156'
 CZ2156'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2156'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2156'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 7.0 MILES
 CZ2156'TO NUTT ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROAD
 CZ2156'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2157 ***********************************************************************
 CZ2157  DESIGNATION -  AL 58
 CZ2157  PID         -  CZ2157
 CZ2157  STATE/COUNTY-  AZ/PINAL
 CZ2157  USGS QUAD   -  ELOY NW (1981)
 CZ2157
 CZ2157                         *CURRENT SURVEY CONTROL
 CZ2157  ___________________________________________________________________
 CZ2157* NAD 83(1992)-  32 40 30.30871(N)    111 38 14.17292(W)     ADJUSTED  
 CZ2157* NAVD 88     -       481.26   (+/-2cm)    1578.9    (feet)  VERTCON   
 CZ2157  ___________________________________________________________________
 CZ2157  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2157  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2157
 CZ2157  HORZ ORDER  -  FIRST
 CZ2157  VERT ORDER  -  THIRD ? (See Below)
 CZ2157
 CZ2157.The horizontal coordinates were established by classical geodetic methods
 CZ2157.and adjusted by the National Geodetic Survey in August 1993..
 CZ2157
 CZ2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2157.The vertical order pertains to the NGVD 29 superseded value.
 CZ2157
 CZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2157
 CZ2157.The geoid height was determined by GEOID03.
 CZ2157
 CZ2157;                    North         East     Units Scale Factor Converg.
 CZ2157;SPC AZ C     -   185,756.137   239,563.198   MT  0.99990846   +0 09 03.0
 CZ2157;SPC AZ C     -   609,436.15    785,968.50   iFT  0.99990846   +0 09 03.0
 CZ2157;UTM  12      - 3,615,447.249   440,251.110   MT  0.99964402   -0 20 38.6
 CZ2157
 CZ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2157!SPC AZ C     -   0.99992919  x   0.99990846  =   0.99983765
 CZ2157!UTM  12      -   0.99992919  x   0.99964402  =   0.99957323
 CZ2157
 CZ2157:                Primary Azimuth Mark                     Grid Az
 CZ2157:SPC AZ C     -  AL 57                                    359 55 14.9
 CZ2157:UTM  12      -  AL 57                                    000 24 56.5
 CZ2157
 CZ2157|---------------------------------------------------------------------|
 CZ2157| PID    Reference Object                     Distance      Geod. Az  |
 CZ2157|                                                           dddmmss.s |
 CZ2157| CZ2156 AL 57                               APPROX. 1.6 KM 0000417.9 |
 CZ2157| CH4152 AL 58 RM E                            8.836 METERS 08919     |
 CZ2157| CH4153 AL 58 RM S                            8.838 METERS 17916     |
 CZ2157|---------------------------------------------------------------------|
 CZ2157
 CZ2157                          SUPERSEDED SURVEY CONTROL
 CZ2157
 CZ2157  NAD 83(1986)-  32 40 30.30353(N)    111 38 14.17244(W) AD(       ) 1
 CZ2157  NAD 27      -  32 40 30.07711(N)    111 38 11.73341(W) AD(       ) 1
 CZ2157  NGVD 29 (07/19/86)  480.70   (m)         1577.1    (f) LEVELING    3  
 CZ2157
 CZ2157.Superseded values are not recommended for survey control.
 CZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2157.See file dsdata.txt to determine how the superseded data were derived.
 CZ2157
 CZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4025115447(NAD 83)
 CZ2157_MARKER: DD = SURVEY DISK
 CZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2157
 CZ2157  HISTORY     - Date     Condition        Report By
 CZ2157  HISTORY     - 1966     MONUMENTED       DMA
 CZ2157
 CZ2157                          STATION DESCRIPTION
 CZ2157
 CZ2157'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2157'T-9-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2157'
 CZ2157'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2157'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2157'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2157'STAMPED--AL 58 1966 ARMY MAP SERVICE.
 CZ2157'
 CZ2157'THE STATION MARK IS LOCATED 132 FEET SOUTH OF THE EAST-WEST
 CZ2157'FENCE.  165 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  130
 CZ2157'FEET EAST OF NORTH-SOUTH 6 FT. HIGH WIRE CHAIN FENCE.  53 FEET
 CZ2157'WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  55 FEET
 CZ2157'EAST OF THE CENTERLINE OF NORTHWEST-SOUTHEAST TRAIL.
 CZ2157'
 CZ2157'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2157'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2157'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 8.0
 CZ2157'MILES TO HARMON ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2157'SUB-STATION AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2155 ***********************************************************************
 CZ2155  DESIGNATION -  AL 59
 CZ2155  PID         -  CZ2155
 CZ2155  STATE/COUNTY-  AZ/PINAL
 CZ2155  USGS QUAD   -  ELOY NW (1981)
 CZ2155
 CZ2155                         *CURRENT SURVEY CONTROL
 CZ2155  ___________________________________________________________________
 CZ2155* NAD 83(1992)-  32 39 40.69580(N)    111 38 13.82236(W)     ADJUSTED  
 CZ2155* NAVD 88     -       482.92   (+/-2cm)    1584.4    (feet)  VERTCON   
 CZ2155  ___________________________________________________________________
 CZ2155  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2155  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2155
 CZ2155  HORZ ORDER  -  FIRST
 CZ2155  VERT ORDER  -  THIRD ? (See Below)
 CZ2155
 CZ2155.The horizontal coordinates were established by classical geodetic methods
 CZ2155.and adjusted by the National Geodetic Survey in August 1993..
 CZ2155
 CZ2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2155.The vertical order pertains to the NGVD 29 superseded value.
 CZ2155
 CZ2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2155
 CZ2155.The geoid height was determined by GEOID03.
 CZ2155
 CZ2155;                    North         East     Units Scale Factor Converg.
 CZ2155;SPC AZ C     -   184,227.973   239,576.354   MT  0.99990847   +0 09 03.0
 CZ2155;SPC AZ C     -   604,422.48    786,011.66   iFT  0.99990847   +0 09 03.0
 CZ2155;UTM  12      - 3,613,919.432   440,251.069   MT  0.99964402   -0 20 37.9
 CZ2155
 CZ2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2155!SPC AZ C     -   0.99992893  x   0.99990847  =   0.99983740
 CZ2155!UTM  12      -   0.99992893  x   0.99964402  =   0.99957297
 CZ2155
 CZ2155|---------------------------------------------------------------------|
 CZ2155| PID    Reference Object                     Distance      Geod. Az  |
 CZ2155|                                                           dddmmss.s |
 CZ2155| CH4154 AL 59 RM E                            8.826 METERS 08921     |
 CZ2155| CH4155 AL 59 RM S                            8.830 METERS 17920     |
 CZ2155| CZ2157 AL 58                               APPROX. 1.5 KM 3593927.4 |
 CZ2155|---------------------------------------------------------------------|
 CZ2155
 CZ2155                          SUPERSEDED SURVEY CONTROL
 CZ2155
 CZ2155  NAD 83(1986)-  32 39 40.69061(N)    111 38 13.82176(W) AD(       ) 1
 CZ2155  NAD 27      -  32 39 40.46258(N)    111 38 11.38394(W) AD(       ) 1
 CZ2155  NGVD 29 (07/19/86)  482.36   (m)         1582.5    (f) LEVELING    3  
 CZ2155
 CZ2155.Superseded values are not recommended for survey control.
 CZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2155.See file dsdata.txt to determine how the superseded data were derived.
 CZ2155
 CZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4025113919(NAD 83)
 CZ2155_MARKER: DD = SURVEY DISK
 CZ2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2155
 CZ2155  HISTORY     - Date     Condition        Report By
 CZ2155  HISTORY     - 1966     MONUMENTED       DMA
 CZ2155
 CZ2155                          STATION DESCRIPTION
 CZ2155
 CZ2155'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2155'T-9-S.  R-7-E.  IN SECTION 4 NEAR THE SOUTHWEST CORNER.
 CZ2155'
 CZ2155'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2155'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2155'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2155'MARK IS STAMPED--AL 59 1966 ARMY MAP SERVICE.
 CZ2155'
 CZ2155'THE STATION MARK IS LOCATED 78 FEET NORTH OF EAST-WEST
 CZ2155'FENCE.  97 FEET NORTH OF THE CENTERLINE OF EAST-WEST DIRT
 CZ2155'ROAD.  44 FEET EAST OF NORTH-SOUTH FENCE.  56 FEET EAST OF
 CZ2155'THE CENTERLINE OF NORTH-SOUTH POWERLINE (DOUBLE POLES).
 CZ2155'
 CZ2155'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2155'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2155'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 9.0 MILES
 CZ2155'TO CROSSROAD.  TURN RIGHT AND GO 1.0 MILE WEST TO THE STATION
 CZ2155'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1956 ***********************************************************************
 DV1956  DESIGNATION -  ALAMO
 DV1956  PID         -  DV1956
 DV1956  STATE/COUNTY-  AZ/LA PAZ
 DV1956  USGS QUAD   -  HOODOO WELL (1990)
 DV1956
 DV1956                         *CURRENT SURVEY CONTROL
 DV1956  ___________________________________________________________________
 DV1956* NAD 83(1992)-  33 18 49.06432(N)    113 45 31.98597(W)     ADJUSTED  
 DV1956* NAVD 88     -       633.4    (meters)    2078.     (feet)  VERTCON   
 DV1956  ___________________________________________________________________
 DV1956  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DV1956  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DV1956
 DV1956  HORZ ORDER  -  SECOND
 DV1956
 DV1956.The horizontal coordinates were established by classical geodetic methods
 DV1956.and adjusted by the National Geodetic Survey in August 1993..
 DV1956
 DV1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1956
 DV1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1956
 DV1956.The geoid height was determined by GEOID03.
 DV1956
 DV1956;                    North         East     Units Scale Factor Converg.
 DV1956;SPC AZ W     -   256,540.379   212,532.674   MT  0.99993334   -0 00 17.6
 DV1956;SPC AZ W     -   841,667.91    697,285.68   iFT  0.99993334   -0 00 17.6
 DV1956;UTM  12      - 3,689,454.631   243,152.465   MT  1.00041344   -1 30 57.8
 DV1956
 DV1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1956!SPC AZ W     -   0.99990552  x   0.99993334  =   0.99983886
 DV1956!UTM  12      -   0.99990552  x   1.00041344  =   1.00031892
 DV1956
 DV1956:                Primary Azimuth Mark                     Grid Az
 DV1956:SPC AZ W     -  ALAMO AZ MK                              108 31 09.8
 DV1956:UTM  12      -  ALAMO AZ MK                              110 01 50.0
 DV1956
 DV1956|---------------------------------------------------------------------|
 DV1956| PID    Reference Object                     Distance      Geod. Az  |
 DV1956|                                                           dddmmss.s |
 DV1956| CH2191 ALAMO AZ MK                                        1083052.2 |
 DV1956| DV1949 PROMINENT DOME PALOMAS MTNS         APPROX.11.6 KM 1693018.4 |
 DV1956| DV1957 ALAMO CAIRN                           2.130 METERS 20504     |
 DV1956| CH2193 ALAMO RM 2                            3.786 METERS 24527     |
 DV1956| CH2192 ALAMO RM 1                            4.966 METERS 35059     |
 DV1956|---------------------------------------------------------------------|
 DV1956
 DV1956                          SUPERSEDED SURVEY CONTROL
 DV1956
 DV1956  NAD 83(1986)-  33 18 49.05706(N)    113 45 31.99229(W) AD(       ) 2
 DV1956  NAD 27      -  33 18 48.92700(N)    113 45 29.25300(W) AD(       ) 2
 DV1956  NGVD 29 (07/19/86)  632.7    (m)         2076.     (f) VERT ANG       
 DV1956
 DV1956.Superseded values are not recommended for survey control.
 DV1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1956.See file dsdata.txt to determine how the superseded data were derived.
 DV1956
 DV1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4315289455(NAD 83)
 DV1956_MARKER: DS = TRIANGULATION STATION DISK
 DV1956_SETTING: 80 = SET IN A BOULDER
 DV1956_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1956
 DV1956  HISTORY     - Date     Condition        Report By
 DV1956  HISTORY     - 1949     MONUMENTED       CGS
 DV1956  HISTORY     - 1950     GOOD             CGS
 DV1956
 DV1956                          STATION DESCRIPTION
 DV1956
 DV1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1956'THE STATION IS LOCATED ABOUT 29 MILES AIR LINE NORTHWEST OF
 DV1956'HORN, A RAILROAD SIDING AND SECTION HOUSE ON THE SOUTHERN
 DV1956'PACIFIC RAILROAD, ABOUT 0.5 MILE NORTHEAST OF THE ALAMO
 DV1956'ROAD.  THE STATION IS ON THE HIGHEST POINT, ON THE NORTH
 DV1956'END OF A SMALL HILL.  TWO HILLS OF ABOUT THE SAME GENERAL
 DV1956'CONTOUR ARE NEAR TOGETHER, THE LOWER ONE TO THE SOUTH HAVING
 DV1956'A BLACK APPEARANCE, THE NORTH ONE ON WHICH THE STATION IS
 DV1956'LOCATED, BEING LIGHT IN APPEARANCE.  THE STATION IS 7 FEET
 DV1956'NORTH OF A 6-FOOT CAIRN, SET FLUSH AND IS STAMPED, ALAMO
 DV1956'1949.
 DV1956'
 DV1956'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1956'AS THE STATION, PROJECTS ABOUT 4 INCHES AND IS STAMPED, ALAMO
 DV1956'NO 1 1949.
 DV1956'
 DV1956'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DV1956'STATION, SET FLUSH AND IS STAMPED, ALAMO NO 2 1949.
 DV1956'
 DV1956'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON
 DV1956'A LOW ROCK-COVERED KNOLL, ABOUT 0.1 MILE EAST OF THE BASE
 DV1956'OF STATION HILL, 6 FEET SOUTHWEST OF A 4 X 4 WITNESS POST
 DV1956'STUCK IN A 2 FOOT CAIRN, PROJECTS ABOUT 6 INCHES AND IS
 DV1956'STAMPED, ALAMO 1949.
 DV1956'
 DV1956'FROM THE RAILROAD AT HORN.  GO EAST ALONG THE SOUTH SIDE
 DV1956'OF RAILROAD TRACKS FOR 1.7 MILES TO A ROAD LEFT, CROSSING
 DV1956'TRACKS.  TURN LEFT (NORTH) AND GO 8.5 MILES TO A Y-INTERSECTION,
 DV1956'THE INTERSECTION OF THE LITTLE HORN AND SALOME ROADS.  TAKE
 DV1956'THE LEFT FORK, LITTLE HORN ROAD, AND GO 9.55 MILES TO A
 DV1956'Y-INTERSECTION AT THE NORTH SIDE OF A SMALL BLACK MALPAIS BUTTE.
 DV1956'TAKE THE RIGHT FORK (NORTH) AND GO 8.9 MILES TO A CROSSROAD.
 DV1956'(THE LITTLE HORN ROAD TURNS RIGHT) KEEP STRAIGHT AHEAD
 DV1956'WESTERLY, LEAVING THE LITTLE HORN ROAD AND GO 2.55 MILES TO A
 DV1956'YELLOW GAME REFUGE SIGN, CONTINUE FOR 0.1 MILE TO A
 DV1956'REVERSE-Y.  CONTINUE STRAIGHT AHEAD (NORTHERLY) FOR 0.4
 DV1956'MILE TO A Y-INTERSECTION.  KEEP THE RIGHT FORK (NORTHWARD) AND GO 0.7
 DV1956'MILE TO THE INTERSECTION OF THE ALAMO ROAD FROM THE EAST.
 DV1956'CONTINUE NORTHWESTERLY ALONG THE ALAMO ROAD FOR 1.9 MILES TO
 DV1956'A DIM TRACK ROAD RIGHT.  THIS POINT IS BETWEEN THE TWO SMALL
 DV1956'HILLS MENTIONED ABOVE.  TURN RIGHT ON DIM TRACK ROAD AND
 DV1956'GO 0.4 MILE TO THE EDGE OF WASH AT THE SOUTH BASE OF HILL
 DV1956'AND END OF TRUCK TRAVEL FOR 2 WHEEL DRIVE VEHICLE.
 DV1956'WITH A FOUR WHEEL DRIVE VEHICLE YOU CAN ENTER WASH, TURN
 DV1956'RIGHT AND CONTINUE NORTHEASTERLY AROUND THE BASE OF HILL
 DV1956'FOR ABOUT 0.7 MILE TO THE AZIMUTH MARK AS DESCRIBED
 DV1956'ABOVE, THENCE ABOUT 0.1 MILE TO BASE OF HILL AND END OF
 DV1956'TRUCK TRAVEL.  A 10-MINUTE PACK.
 DV1956
 DV1956                          STATION RECOVERY (1950)
 DV1956
 DV1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1956'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DV1956'THE STATION WAS NOT OCCUPIED, THE DISTANCE AND DIRECTION
 DV1956'TO THE REFERENCE MARKS WERE NOT CHECKED.
 DV1956'
 DV1956'THE LITOGRAPH DESCRIPTION OF 1949, OF THE STATION AND THE
 DV1956'TRAVEL TO REACH THE STATION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1062 ***********************************************************************
 ET1062  DESIGNATION -  ALAMO
 ET1062  PID         -  ET1062
 ET1062  STATE/COUNTY-  AZ/YAVAPAI
 ET1062  USGS QUAD   -  ARRASTRA MTN SE (1967)
 ET1062
 ET1062                         *CURRENT SURVEY CONTROL
 ET1062  ___________________________________________________________________
 ET1062* NAD 83(1992)-  34 15 09.56537(N)    113 19 53.87707(W)     ADJUSTED  
 ET1062* NAVD 88     -       673.9    (meters)    2211.     (feet)  VERTCON   
 ET1062  ___________________________________________________________________
 ET1062  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET1062  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET1062
 ET1062  HORZ ORDER  -  FIRST
 ET1062
 ET1062.The horizontal coordinates were established by classical geodetic methods
 ET1062.and adjusted by the National Geodetic Survey in August 1993..
 ET1062
 ET1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1062
 ET1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1062
 ET1062.The geoid height was determined by GEOID03.
 ET1062
 ET1062;                    North         East     Units Scale Factor Converg.
 ET1062;SPC AZ C     -   361,582.807    83,035.115   MT  1.00010930   -0 47 47.5
 ET1062;SPC AZ C     - 1,186,295.30    272,424.92   iFT  1.00010930   -0 47 47.5
 ET1062;SPC AZ W     -   360,768.155   251,893.540   MT  0.99995163   +0 14 07.7
 ET1062;SPC AZ W     - 1,183,622.56    826,422.38   iFT  0.99995163   +0 14 07.7
 ET1062;UTM  12      - 3,792,630.339   285,296.489   MT  1.00016826   -1 18 46.2
 ET1062
 ET1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1062!SPC AZ C     -   0.99989891  x   1.00010930  =   1.00000820
 ET1062!SPC AZ W     -   0.99989891  x   0.99995163  =   0.99985055
 ET1062!UTM  12      -   0.99989891  x   1.00016826  =   1.00006715
 ET1062
 ET1062:                Primary Azimuth Mark                     Grid Az
 ET1062:SPC AZ C     -  ALAMO AZ MK                              074 38 17.6
 ET1062:SPC AZ W     -  ALAMO AZ MK                              073 36 22.4
 ET1062:UTM  12      -  ALAMO AZ MK                              075 09 16.3
 ET1062
 ET1062|---------------------------------------------------------------------|
 ET1062| PID    Reference Object                     Distance      Geod. Az  |
 ET1062|                                                           dddmmss.s |
 ET1062| CH2188 ALAMO AZ MK                                        0735030.1 |
 ET1062| CH2189 ALAMO RM 1                            6.584 METERS 08022     |
 ET1062| ET1063 T11N R10W SECS 31 32 1/4 COR        125.911 METERS 09717     |
 ET1062| CH2190 ALAMO RM 2                            7.757 METERS 17655     |
 ET1062|---------------------------------------------------------------------|
 ET1062
 ET1062                          SUPERSEDED SURVEY CONTROL
 ET1062
 ET1062  NAD 83(1986)-  34 15 09.56397(N)    113 19 53.88166(W) AD(       ) 1
 ET1062  NAD 27      -  34 15 09.48600(N)    113 19 51.16700(W) AD(       ) 1
 ET1062  NGVD 29 (07/19/86)  673.2    (m)         2209.     (f) VERT ANG       
 ET1062
 ET1062.Superseded values are not recommended for survey control.
 ET1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1062.See file dsdata.txt to determine how the superseded data were derived.
 ET1062
 ET1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8529692630(NAD 83)
 ET1062_MARKER: DS = TRIANGULATION STATION DISK
 ET1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1062
 ET1062  HISTORY     - Date     Condition        Report By
 ET1062  HISTORY     - 1944     MONUMENTED       CGS
 ET1062  HISTORY     - 1948     GOOD             CGS
 ET1062  HISTORY     - 1967     GOOD             USGS
 ET1062  HISTORY     - 1980     GOOD             AZDT
 ET1062
 ET1062                          STATION DESCRIPTION
 ET1062
 ET1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1062'STATION IS LOCATED ON A HIGH PART OF THE ROLLING PLATEAU 23 MILES
 ET1062'NNW OF AGUILA, ABOUT 28 MILES (AIR LINE) WNW OF CONGRESS
 ET1062'JUNCTION, ABOUT 4 MILES S OF THE SANTA MARIA RIVER, AND ABOUT 1
 ET1062'MILE E OF THE YUMA-YAVAPAI COUNTY LINE.
 ET1062'
 ET1062'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET1062'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED ALAMO
 ET1062'1944.  IT IS LOCATED 62 FEET N OF THE CENTER LINE OF GRAVEL ROAD
 ET1062'AND 12.8 FEET N OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND
 ET1062'MARK IS A BRONZE DISK SET IN A CONCRETE POST.
 ET1062'
 ET1062'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1062'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1062'ALAMO NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1062'STATION MARK.
 ET1062'
 ET1062'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1062'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1062'ALAMO NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1062'STATION MARK.
 ET1062'
 ET1062'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET1062'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED ALAMO
 ET1062'1944.  IT IS 97 FEET NW OF THE CENTER LINE OF GRAVEL ROAD AND
 ET1062'5.3 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS POST.
 ET1062'
 ET1062'TO REACH STATION FROM THE POST OFFICE IN CONGRESS JUNCTION,
 ET1062'GO W ON STATE HIGHWAY 71 FOR 1.6 MILES TO A FORK.  TURN RIGHT, OFF
 ET1062'STATE HIGHWAY 71, AND FOLLOW GOOD GRAVEL ROAD FOR 8.8 MILES TO
 ET1062'ROADS RIGHT AND LEFT.  CONTINUE STRAIGHT AHEAD FOR 5.1 MILES,
 ET1062'KEEP RIGHT FORK AND CONTINUE 15.0 MILES TO THE AZIMUTH MARK
 ET1062'ON THE RIGHT.  CONTINUE 0.8 MILE FARTHER TO THE STATION, ON THE
 ET1062'RIGHT SIDE OF THE ROAD.
 ET1062'
 ET1062'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1062
 ET1062                          STATION RECOVERY (1948)
 ET1062
 ET1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1062'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ET1062'CONDITION.
 ET1062'
 ET1062'A NEW DESCRIPTION IS AS FOLLOWS--
 ET1062'
 ET1062'STATION LOCATED ON THE HIGH PART OF THE ROLLING PLATEAU ABOUT 28
 ET1062'MILES AIRLINE WEST-NORTHWEST OF CONGRESS JUNCTION, 23 MILES
 ET1062'NORTH-NORTHWEST OF AGUILA, 4 MILES AIRLINE SOUTH OF THE SANTA
 ET1062'MARIA RIVER, 1 MILE EAST OF THE YUMA - YAVAPAI COUNTY LINE,
 ET1062'62 FEET NORTH OF THE CENTER LINE OF ROAD, 12.8 FEET NORTH OF
 ET1062'WHITE WITNESS POST, PROJECTS 8 INCHES, SET INTO THE TOP OF A
 ET1062'SQUARE CONCRETE MONUMENT, AND STAMPED, ALAMO 1944.
 ET1062'
 ET1062'UNDERGROUND MARK SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 ET1062'
 ET1062'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1062'STATION, PROJECTS 3 INCHES, SET INTO THE TOP OF A SQUARE CONCRETE
 ET1062'MONUMENT, AND STAMPED, ALAMO NO 1 1944.
 ET1062'
 ET1062'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1062'STATION, PROJECTS 2 INCHES, SET INTO THE TOP OF A SQUARE CONCRETE
 ET1062'MONUMENT, AND STAMPED, ALAMO NO 2 1944.
 ET1062'
 ET1062'AZIMUTH MARK IS LOCATED 97 FEET NORTHWEST OF CENTER LINE OF ROAD,
 ET1062'5-1/2 FEET NORTH NORTHWEST OF A WHITE WITNESS POST, PROJECTS 6
 ET1062'INCHES, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, AND STAMPED
 ET1062'ALAMO 1944.
 ET1062'
 ET1062'A GENERAL LAND OFFICE BRONZE QUARTER SECTION CORNER MARK WAS TIED
 ET1062'IN.  IT IS LOCATED 4-1/2 PACES SOUTH OF CENTER LINE OF ROAD,
 ET1062'APPROXIMATELY 8 FEET LOWER THAN STATION, FASTENED TO TOP OF A 1
 ET1062'INCH IRON PIPE WHICH PROJECTS 6 INCHES, AND IS STAMPED, 1/4 S31
 ET1062'S32 1914.
 ET1062'
 ET1062'TO REACH FROM POST OFFICE IN CONGRESS JUNCTION, GO WEST ON STATE
 ET1062'ROUTE 71 FOR 1.6 MILE TO FORKS--TAKE RIGHT FORK, LEAVING HIGHWAY,
 ET1062'AND FOLLOW MAIN ROAD FOR 8.8 MILES TO FORKS.  TAKE LEFT FORK,
 ET1062'STRAIGHT AHEAD, AND GO 5.1 MILES TO FORKS.  KEEP RIGHT FORK AS PER
 ET1062'SIGN PALMERITA RANCH AND GO 15.0 MILES TO AZIMUTH MARK ON RIGHT
 ET1062'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.8 MILE TO STATION ON
 ET1062'RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 ET1062'
 ET1062'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 ET1062
 ET1062                          STATION RECOVERY (1967)
 ET1062
 ET1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JRS)
 ET1062'RECOVERED AS DESCRIBED.
 ET1062
 ET1062                          STATION RECOVERY (1980)
 ET1062
 ET1062'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1062'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE A21MUTH MARK WERE
 ET1062'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1062'
 ET1062'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 93 IN
 ET1062'WICKENBURG, TRAVEL NORTHWEST ALONG US 93 FOR 20.65 MILES TO ALAMO ROAD
 ET1062'ON THE LEFT.  TURN LEFT FOR 5.9 MILES TO A FORK.  TAKE THE RIGHT FORK
 ET1062'FOR 3.5 MILES TO A CATTLE GUARD, CONTINUE ON MAIN TRAVELED ROAD FOR
 ET1062'1.05 MILES TO PIPE LINE RANCH IN DATE CREEK VALLEY.  CONTINUE WESTERLY
 ET1062'ALONG THE MAIN TRAVELED ROAD FOR 4.6 MILES TO A CATTLE GUARD, CONTINUE
 ET1062'WESTERLY FOR 4.85 MILES TO A CORRAL ON THE RIGHT, CONTINUE WESTERLY ON
 ET1062'MAIN ROAD FOR 1.4 MILES TO STATION ON THE RIGHT.  NOTE ALL CROSS ROADS
 ET1062'AND SOME CATTLE GUARDS ARE OMITTED FROM THIS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1523 ***********************************************************************
 DA1523  DESIGNATION -  ALAMO
 DA1523  PID         -  DA1523
 DA1523  STATE/COUNTY-  AZ/PIMA
 DA1523  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1523
 DA1523                         *CURRENT SURVEY CONTROL
 DA1523  ___________________________________________________________________
 DA1523* NAD 83(1992)-  32 06 51.01791(N)    112 46 09.62236(W)     ADJUSTED  
 DA1523* NAVD 88     -       571.6    (meters)    1875.     (feet)  VERTCON   
 DA1523  ___________________________________________________________________
 DA1523  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 DA1523  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DA1523
 DA1523  HORZ ORDER  -  SECOND
 DA1523
 DA1523.The horizontal coordinates were established by classical geodetic methods
 DA1523.and adjusted by the National Geodetic Survey in August 1993..
 DA1523
 DA1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1523
 DA1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1523
 DA1523.The geoid height was determined by GEOID03.
 DA1523
 DA1523;                    North         East     Units Scale Factor Converg.
 DA1523;SPC AZ C     -   123,844.309   132,895.007   MT  0.99997982   -0 27 11.9
 DA1523;SPC AZ C     -   406,313.35    436,007.24   iFT  0.99997982   -0 27 11.9
 DA1523;UTM  12      - 3,554,461.324   333,072.222   MT  0.99994364   -0 56 26.9
 DA1523
 DA1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1523!SPC AZ C     -   0.99991524  x   0.99997982  =   0.99989506
 DA1523!UTM  12      -   0.99991524  x   0.99994364  =   0.99985889
 DA1523
 DA1523:                Primary Azimuth Mark                     Grid Az
 DA1523:SPC AZ C     -  LEWIS                                    007 36 49.5
 DA1523:UTM  12      -  LEWIS                                    008 06 04.5
 DA1523
 DA1523|---------------------------------------------------------------------|
 DA1523| PID    Reference Object                     Distance      Geod. Az  |
 DA1523|                                                           dddmmss.s |
 DA1523| DA1518 LEWIS                               APPROX.12.4 KM 0070937.6 |
 DA1523| CH4156 ALAMO RM 1                           17.439 METERS 23331     |
 DA1523| DA0360 T 110                                 7.865 METERS 32344     |
 DA1523|---------------------------------------------------------------------|
 DA1523
 DA1523                          SUPERSEDED SURVEY CONTROL
 DA1523
 DA1523  NAD 83(1986)-  32 06 51.00670(N)    112 46 09.62448(W) AD(       ) 2
 DA1523  NAD 27      -  32 06 50.77592(N)    112 46 07.09059(W) AD(       ) 2
 DA1523  NGVD 29 (07/19/86)  570.9    (m)         1873.     (f) VERT ANG       
 DA1523
 DA1523.Superseded values are not recommended for survey control.
 DA1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1523.See file dsdata.txt to determine how the superseded data were derived.
 DA1523
 DA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3307254461(NAD 83)
 DA1523_MARKER: DD = SURVEY DISK
 DA1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1523
 DA1523  HISTORY     - Date     Condition        Report By
 DA1523  HISTORY     - 1977     MONUMENTED       AZDT
 DA1523  HISTORY     - 19990120 GOOD             USPSQD
 DA1523
 DA1523                          STATION DESCRIPTION
 DA1523
 DA1523'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1523'THE STATION IS ABOUT 19 MILES EAST SOUTHEAST OF AJO AND 11 MILES
 DA1523'SOUTH OF WHY ALONG THE LEFT (EAST) SIDE OF ARIZONA HWY. 85.
 DA1523'
 DA1523'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ALMO 1977 AND
 DA1523'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 59.5 FEET EAST OF
 DA1523'HWY. 85 CENTERLINE.
 DA1523'
 DA1523'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ALMO RM 1
 DA1523'1977 AND IS EPOXIED ON THE NORTH END OF EAST HEADWALL OF A
 DA1523'CONCRETE BOX CULVERT 17 FEET EAST OF HWY. CENTERLINE.
 DA1523'
 DA1523'REFERENCE MARK 2 IS A STANDARD USC AND GS BENCH MARK STAMPED
 DA1523'ADOT T110 1935 AND IS SET IN A CONCRETE POST 42 FEET EAST OF
 DA1523'HWY. CENTERLINE.
 DA1523'
 DA1523'TO REACH FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY,
 DA1523'TRAVEL SOUTH ON HWY. 85 TO MILE POST 63.75 AND THE STATION ON THE
 DA1523'LEFT.  (EAST)
 DA1523'
 DA1523'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1523
 DA1523                          STATION RECOVERY (1999)
 DA1523
 DA1523'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1957 ***********************************************************************
 DV1957  DESIGNATION -  ALAMO CAIRN
 DV1957  PID         -  DV1957
 DV1957  STATE/COUNTY-  AZ/LA PAZ
 DV1957  USGS QUAD   -  HOODOO WELL (1990)
 DV1957
 DV1957                         *CURRENT SURVEY CONTROL
 DV1957  ___________________________________________________________________
 DV1957* NAD 83(1992)-  33 18 49.00170(N)    113 45 32.02086(W)     ADJUSTED  
 DV1957* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 DV1957  ___________________________________________________________________
 DV1957  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DV1957  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DV1957
 DV1957  HORZ ORDER  -  THIRD
 DV1957
 DV1957.The horizontal coordinates were established by classical geodetic methods
 DV1957.and adjusted by the National Geodetic Survey in August 1993..
 DV1957
 DV1957.The orthometric height was scaled from a topographic map.
 DV1957
 DV1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1957
 DV1957.The geoid height was determined by GEOID03.
 DV1957
 DV1957;                    North         East     Units Scale Factor Converg.
 DV1957;SPC AZ W     -   256,538.450   212,531.772   MT  0.99993334   -0 00 17.6
 DV1957;SPC AZ W     -   841,661.58    697,282.72   iFT  0.99993334   -0 00 17.6
 DV1957;UTM  12      - 3,689,452.726   243,151.511   MT  1.00041345   -1 30 57.9
 DV1957
 DV1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1957!SPC AZ W     -   0.99990547  x   0.99993334  =   0.99983882
 DV1957!UTM  12      -   0.99990547  x   1.00041345  =   1.00031888
 DV1957
 DV1957                          SUPERSEDED SURVEY CONTROL
 DV1957
 DV1957  NAD 83(1986)-  33 18 48.99443(N)    113 45 32.02717(W) AD(       ) 4
 DV1957  NAD 27      -  33 18 48.86400(N)    113 45 29.28800(W) AD(       ) 3
 DV1957
 DV1957.Superseded values are not recommended for survey control.
 DV1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1957.See file dsdata.txt to determine how the superseded data were derived.
 DV1957
 DV1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4315289453(NAD 83)
 DV1957_MARKER: 72 = CAIRN
 DV1957
 DV1957  HISTORY     - Date     Condition        Report By
 DV1957  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1957
 DV1957                          STATION DESCRIPTION
 DV1957
 DV1957'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1807 ***********************************************************************
 CZ1807  DESIGNATION -  ALDER
 CZ1807  PID         -  CZ1807
 CZ1807  STATE/COUNTY-  AZ/PIMA
 CZ1807  USGS QUAD   -  BUEHMAN CANYON (1981)
 CZ1807
 CZ1807                         *CURRENT SURVEY CONTROL
 CZ1807  ___________________________________________________________________
 CZ1807* NAD 83(1992)-  32 28 47.33484(N)    110 35 19.18834(W)     ADJUSTED  
 CZ1807* NAVD 88     -      1168.5    (meters)    3834.     (feet)  VERTCON   
 CZ1807  ___________________________________________________________________
 CZ1807  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CZ1807  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CZ1807
 CZ1807  HORZ ORDER  -  FIRST
 CZ1807
 CZ1807.The horizontal coordinates were established by classical geodetic methods
 CZ1807.and adjusted by the National Geodetic Survey in August 1993..
 CZ1807
 CZ1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1807
 CZ1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1807
 CZ1807.The geoid height was determined by GEOID03.
 CZ1807
 CZ1807;                    North         East     Units Scale Factor Converg.
 CZ1807;SPC AZ C     -   164,845.794   338,181.595   MT  1.00009207   +0 42 47.6
 CZ1807;SPC AZ C     -   540,832.66  1,109,519.67   iFT  1.00009207   +0 42 47.6
 CZ1807;SPC AZ E     -   164,147.340   173,697.070   MT  0.99991939   -0 13 35.8
 CZ1807;SPC AZ E     -   538,541.14    569,872.28   iFT  0.99991939   -0 13 35.8
 CZ1807;UTM  12      - 3,593,696.113   538,649.386   MT  0.99961842   +0 13 15.2
 CZ1807
 CZ1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1807!SPC AZ C     -   0.99982095  x   1.00009207  =   0.99991301
 CZ1807!SPC AZ E     -   0.99982095  x   0.99991939  =   0.99974036
 CZ1807!UTM  12      -   0.99982095  x   0.99961842  =   0.99943944
 CZ1807
 CZ1807|---------------------------------------------------------------------|
 CZ1807| PID    Reference Object                     Distance      Geod. Az  |
 CZ1807|                                                           dddmmss.s |
 CZ1807| CC5940 ALDER RM 1                            5.260 METERS 08448     |
 CZ1807| CC5939 ALDER AZ MK                                        1143851.0 |
 CZ1807| CC5941 ALDER RM 2                            5.400 METERS 17022     |
 CZ1807|---------------------------------------------------------------------|
 CZ1807
 CZ1807                          SUPERSEDED SURVEY CONTROL
 CZ1807
 CZ1807  NAD 83(1986)-  32 28 47.33205(N)    110 35 19.18400(W) AD(       ) 1
 CZ1807  NAD 27      -  32 28 47.08700(N)    110 35 16.86100(W) AD(       ) 1
 CZ1807  NGVD 29 (07/19/86) 1167.8    (m)         3831.     (f) VERT ANG       
 CZ1807
 CZ1807.Superseded values are not recommended for survey control.
 CZ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1807.See file dsdata.txt to determine how the superseded data were derived.
 CZ1807
 CZ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3864993696(NAD 83)
 CZ1807_MARKER: DS = TRIANGULATION STATION DISK
 CZ1807_SETTING: 0 = UNSPECIFIED SETTING
 CZ1807
 CZ1807  HISTORY     - Date     Condition        Report By
 CZ1807  HISTORY     - 1947     MONUMENTED       CGS
 CZ1807  HISTORY     - 1972     GOOD             AZHD
 CZ1807
 CZ1807                          STATION DESCRIPTION
 CZ1807
 CZ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1807'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTHWEST OF
 CZ1807'REDINGTON, ABOUT 6 MILES WEST OF THE SAN PEDRO RIVER, ABOUT
 CZ1807'2.3 MILES AIR LINE SOUTH OF THE PIMA-PINAL COUNTY LINE ON THE
 CZ1807'ROLLING HILLS OF THE DAVIS MESA.  IT IS ON THE HIGHEST PART
 CZ1807'OF A NORTHWEST-SOUTHEAST RIDGE, 4 FEET EAST OF A 4X4 WITNESS
 CZ1807'POST, A BRONZE DISK WELDED IN TOP OF A 3 INCH IRON PIPE
 CZ1807'WHICH PROJECTS 8 INCHES AND IS STAMPED ALDER 1947.
 CZ1807'
 CZ1807'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1807'STATION, A BRONZE DISK WELDED IN TOP OF A 3 INCH IRON PIPE
 CZ1807'WHICH PROJECTS 6 INCHES AND IS STAMPED ALDER NO 1 1947.
 CZ1807'
 CZ1807'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 CZ1807'STATION, ON THE SOUTHWEST SLOPE, A BRONZE DISK WELDED IN TOP
 CZ1807'OF A 3 INCH IRON PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED
 CZ1807'ALDER NO 2 1947.
 CZ1807'
 CZ1807'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION AT POINT WHERE
 CZ1807'YOU LEAVE THE ROAD, 30 FEET SOUTHWEST OF AND APPROXIMATELY
 CZ1807'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 21 FEET NORTH OF A
 CZ1807'2 FOOT CACTUS WITH TRIANGLE BLAZE, 3 FEET NORTHWEST OF A 4X4
 CZ1807'WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED ALDER 1947.
 CZ1807'
 CZ1807'TO REACH FROM REDINGTON, WHICH IS 43.5 MILES NORTH-NORTHWEST OF
 CZ1807'BENSON.  GO WEST ON THE MAIN TRAVELED ROAD FOR 0.13 MILE TO A
 CZ1807'SIDE ROAD RIGHT, JUST AFTER CROSSING THE SAN PEDRO RIVER.  TURN
 CZ1807'RIGHT (N) AND FOLLOW MAIN TRAVELED ROAD FOR 0.65 MILE TO A
 CZ1807'WIRE GATE AT RANCH BUILDING.  PASS THROUGH AND CONTINUE FOR
 CZ1807'0.9 MILE TO WIRE GATE AND CATTLE GUARD.  CONTINUE FOR 0.15
 CZ1807'MILE TO FORK.  TAKE LEFT FORK AND GO 4.1 MILES TO FORK.  TAKE
 CZ1807'RIGHT FORK AND GO 1.3 MILES TO A LARGE ROCKY WASH.  CROSS
 CZ1807'WASH AND CONTINUE FOR 0.25 MILE TO A DIM TRACK ROAD LEFT.
 CZ1807'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.7 MILE TO A WIRE GATE.
 CZ1807'PASS THROUGH AND GO 0.15 MILE TO A REVERSE Y.  CONTINUE
 CZ1807'STRAIGHT AHEAD FOR 0.1 MILE TO FORK.  TAKE RIGHT FORK AND
 CZ1807'GO 0.06 MILE TO A LARGE CACTUS ON LEFT WITH A TRIANGLE
 CZ1807'BLAZE AND AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT
 CZ1807'LEAVE ROAD TO RIGHT, CROSS WASH AND CONTINUE TO TOP OF
 CZ1807'RIDGE THENCE LEFT (NW) AND FOLLOW CREST OF RIDGE TO THE
 CZ1807'HIGHEST PART AND STATION SITE AS DESCRIBED ABOVE.  A 4
 CZ1807'WHL. DRIVE VEHICLE IS NEEDED FOR THIS STATION, OTHERWISE A
 CZ1807'WALK OF APPROXIMATELY 2.5 MILES WOULD BE IN ORDER.
 CZ1807'
 CZ1807'THE DISTANCE FROM THE AZIMUTH MARK TO STATION IS 1.1 MILE.
 CZ1807
 CZ1807                          STATION RECOVERY (1972)
 CZ1807
 CZ1807'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1807'STATION MARK, REFERENCE MARKS R.M. 1 AND 2 RECOVERED IN GOOD CONDITION
 CZ1807'
 CZ1807'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0739 ***********************************************************************
 DT0739  DESIGNATION -  ALDER
 DT0739  PID         -  DT0739
 DT0739  STATE/COUNTY-  AZ/GREENLEE
 DT0739  USGS QUAD   -  FRITZ CANYON (1967)
 DT0739
 DT0739                         *CURRENT SURVEY CONTROL
 DT0739  ___________________________________________________________________
 DT0739* NAD 83(1992)-  33 22 30.15458(N)    109 14 18.92287(W)     ADJUSTED  
 DT0739* NAVD 88     -      2056.3    (meters)    6746.     (feet)  VERTCON   
 DT0739  ___________________________________________________________________
 DT0739  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DT0739  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DT0739
 DT0739  HORZ ORDER  -  SECOND
 DT0739
 DT0739.The horizontal coordinates were established by classical geodetic methods
 DT0739.and adjusted by the National Geodetic Survey in August 1993..
 DT0739
 DT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0739
 DT0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0739
 DT0739.The geoid height was determined by GEOID03.
 DT0739
 DT0739;                    North         East     Units Scale Factor Converg.
 DT0739;SPC AZ E     -   263,727.340   299,715.842   MT  0.99999191   +0 30 38.1
 DT0739;SPC AZ E     -   865,247.18    983,319.69   iFT  0.99999191   +0 30 38.1
 DT0739;UTM  12      - 3,694,251.302   663,854.208   MT  0.99993102   +0 58 09.1
 DT0739
 DT0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0739!SPC AZ E     -   0.99968109  x   0.99999191  =   0.99967300
 DT0739!UTM  12      -   0.99968109  x   0.99993102  =   0.99961213
 DT0739
 DT0739|---------------------------------------------------------------------|
 DT0739| PID    Reference Object                     Distance      Geod. Az  |
 DT0739|                                                           dddmmss.s |
 DT0739| CD1500 ALDER RM 2                            6.303 METERS 07028     |
 DT0739| DT0736 MAPLE                               APPROX.13.1 KM 1034545.4 |
 DT0739| CD1499 ALDER RM 1                            6.162 METERS 21511     |
 DT0739| DT0765 ROSE PEAK LOOKOUT                   APPROX.14.3 KM 3001932.9 |
 DT0739|---------------------------------------------------------------------|
 DT0739
 DT0739                          SUPERSEDED SURVEY CONTROL
 DT0739
 DT0739  NAD 83(1986)-  33 22 30.15153(N)    109 14 18.92233(W) AD(       ) 2
 DT0739  NAD 27      -  33 22 29.93929(N)    109 14 16.65483(W) AD(       ) 2
 DT0739  NGVD 29 (07/19/86) 2055.4    (m)         6743.     (f) VERT ANG       
 DT0739
 DT0739.Superseded values are not recommended for survey control.
 DT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0739.See file dsdata.txt to determine how the superseded data were derived.
 DT0739
 DT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6385494251(NAD 83)
 DT0739_MARKER: DD = SURVEY DISK
 DT0739_SETTING: 66 = SET IN ROCK OUTCROP
 DT0739
 DT0739  HISTORY     - Date     Condition        Report By
 DT0739  HISTORY     - 1967     MONUMENTED       USGS
 DT0739
 DT0739                          STATION DESCRIPTION
 DT0739
 DT0739'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FMG)
 DT0739'LOCATED ABOUT 21 MI. NNE. OF MORENCI.  ABOUT 9 MI. SE. OF ROSE
 DT0739'PEAK L.O.T.  ABOUT 3 MI. W. OF THE BLUE RIVER.  ON A HIGH,
 DT0739'SHARP, ISOLATED PEAK.
 DT0739'
 DT0739'REACHED BY HELICOPTER.
 DT0739'
 DT0739'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED ALDER 1966
 DT0739'SET IN DRILL HOLE IN OUTCROPPING ROCK.
 DT0739'
 DT0739'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 DT0739'STAMPED NO 1 1966 SET IN DRILL HOLE IN ROCK.
 DT0739'
 DT0739'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 DT0739'STAMPED NO 2 1966 SET IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1942 ***********************************************************************
 DU1942  DESIGNATION -  ALDER
 DU1942  PID         -  DU1942
 DU1942  STATE/COUNTY-  AZ/GILA
 DU1942  USGS QUAD   -  CASSADORE SPRING (1966)
 DU1942
 DU1942                         *CURRENT SURVEY CONTROL
 DU1942  ___________________________________________________________________
 DU1942* NAD 83(1992)-  33 31 41.68938(N)    110 27 37.73451(W)     ADJUSTED  
 DU1942* NAVD 88     -      1355.6    (meters)    4447.     (feet)  VERTCON   
 DU1942  ___________________________________________________________________
 DU1942  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 DU1942  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DU1942
 DU1942  HORZ ORDER  -  THIRD
 DU1942
 DU1942.The horizontal coordinates were established by classical geodetic methods
 DU1942.and adjusted by the National Geodetic Survey in August 1993..
 DU1942
 DU1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1942
 DU1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1942
 DU1942.The geoid height was determined by GEOID03.
 DU1942
 DU1942;                    North         East     Units Scale Factor Converg.
 DU1942;SPC AZ E     -   280,371.775   186,069.503   MT  0.99990918   -0 09 44.2
 DU1942;SPC AZ E     -   919,854.90    610,464.25   iFT  0.99990918   -0 09 44.2
 DU1942;UTM  12      - 3,709,981.234   550,097.358   MT  0.99963094   +0 17 52.8
 DU1942
 DU1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1942!SPC AZ E     -   0.99979135  x   0.99990918  =   0.99970055
 DU1942!UTM  12      -   0.99979135  x   0.99963094  =   0.99942236
 DU1942
 DU1942|---------------------------------------------------------------------|
 DU1942| PID    Reference Object                     Distance      Geod. Az  |
 DU1942|                                                           dddmmss.s |
 DU1942| CD1497 ALDER RM 1                           11.253 METERS 00945     |
 DU1942| CD1496 ALDER AZ MK                                        0401124.6 |
 DU1942| CD1498 ALDER RM 2                            8.038 METERS 11720     |
 DU1942|---------------------------------------------------------------------|
 DU1942
 DU1942                          SUPERSEDED SURVEY CONTROL
 DU1942
 DU1942  NAD 83(1986)-  33 31 41.68481(N)    110 27 37.73513(W) AD(       ) 3
 DU1942  NAD 27      -  33 31 41.49090(N)    110 27 35.37450(W) AD(       ) 3
 DU1942  NGVD 29 (07/19/86) 1355.0    (m)         4446.     (f) VERT ANG       
 DU1942
 DU1942.Superseded values are not recommended for survey control.
 DU1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1942.See file dsdata.txt to determine how the superseded data were derived.
 DU1942
 DU1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5009709981(NAD 83)
 DU1942_MARKER: DD = SURVEY DISK
 DU1942_SETTING: 80 = SET IN A BOULDER
 DU1942_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1942
 DU1942  HISTORY     - Date     Condition        Report By
 DU1942  HISTORY     - 1960     MONUMENTED       USFS
 DU1942  HISTORY     - 1972     GOOD             AZHD
 DU1942
 DU1942                          STATION DESCRIPTION
 DU1942
 DU1942'DESCRIBED BY US FOREST SERVICE 1960 (NES)
 DU1942'STATION IS LOCATED ON A LONE HILL WHICH IS BRUSHY ON THE NORTH
 DU1942'AND EAST SIDE AND BARE ON THE SOUTH SIDE.  IT IS ABOUT 11 MILES
 DU1942'NORTH OF SAN CARLOS.
 DU1942'
 DU1942'REACHED FROM THE POST OFFICE IN SAN CARLOS BY GOING NORTH ON
 DU1942'MACADAM ROAD FOR 0.25 MILE TO CROSSROADS AT THE ENTRANCE TO THE
 DU1942'SAN CARLOS INDIAN AGENCY, TURN RIGHT, EAST THEN NORTH, ON A
 DU1942'GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DU1942'CROSSING A LARGE WASH AND FOLLOW GRAVELED ROAD NORTHERLY FOR 6.7
 DU1942'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 DU1942'NORTHERLY ON GRAVELED ROAD FOR 1.5 MILES TO A SIDE ROAD
 DU1942'LEFT JUST AFTER PASSING A POLE CORRAL ON THE RIGHT, TURN
 DU1942'LEFT AND FOLLOW GRADED ROAD NORTHERLY FOR 5.15 MILES TO
 DU1942'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY ON GRADED ROAD
 DU1942'FOR 0.1 MILE TO TOP OF SADDLE AND DIM TRACKS ON THE LEFT,
 DU1942'TURN LEFT ONTO DIM TRACKS AND PICK WAY ACROSS COUNTRY FOR 0.3
 DU1942'MILE TO THE BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DU1942'WEST TO TOP OF HILL AND STATION.  ABOUT 10 MINUTES PACK.
 DU1942'
 DU1942'STATION MARK IS A U.S. FOREST SERVICE MARK, STAMPED ALDER 1955
 DU1942'AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 DU1942'INCHES.
 DU1942'
 DU1942'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALDER USFS 1958,
 DU1942'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS ABOUT 4 FEET
 DU1942'HIGHER THAN THE STATION MARK.
 DU1942'
 DU1942'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDER USFS NO 2
 DU1942'1958, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS ABOUT
 DU1942'4 FEET HIGHER THAN THE STATION MARK.
 DU1942'
 DU1942'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALDER USFS 1958, CEMENTED
 DU1942'IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND SURFACE.  IT IS
 DU1942'14 FEET EAST OF THE CENTER OF THE GRADED ROAD AND 2 FEET NORTH
 DU1942'OF A WHITE WITNESS POST.
 DU1942
 DU1942                          STATION RECOVERY (1972)
 DU1942
 DU1942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1942'GENERAL LOCATION - FORT APACHE INDIAN RESERVATION
 DU1942'
 DU1942'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1942'
 DU1942'STATION MARK - STD. B.C. STAMPED ALDER 1955
 DU1942'
 DU1942'REFERENCE MARKS - NO. 1 AND NO. 2 STD. B.C. STAMPED ALDER
 DU1942'U.S.F.S. 1958
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1788 ***********************************************************************
 DU1788  DESIGNATION -  ALDER
 DU1788  PID         -  DU1788
 DU1788  STATE/COUNTY-  AZ/MARICOPA
 DU1788  USGS QUAD   -  RENO PASS (1964)
 DU1788
 DU1788                         *CURRENT SURVEY CONTROL
 DU1788  ___________________________________________________________________
 DU1788* NAD 83(1992)-  33 54 13.41350(N)    111 29 16.32056(W)     ADJUSTED  
 DU1788* NAVD 88     -      1250.0    (meters)    4101.     (feet)  VERTCON   
 DU1788  ___________________________________________________________________
 DU1788  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 DU1788  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU1788
 DU1788  HORZ ORDER  -  SECOND
 DU1788
 DU1788.The horizontal coordinates were established by classical geodetic methods
 DU1788.and adjusted by the National Geodetic Survey in August 1993..
 DU1788
 DU1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1788
 DU1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1788
 DU1788.The geoid height was determined by GEOID03.
 DU1788
 DU1788;                    North         East     Units Scale Factor Converg.
 DU1788;SPC AZ C     -   322,058.829   253,015.392   MT  0.99991938   +0 14 21.1
 DU1788;SPC AZ C     - 1,056,623.45    830,102.99   iFT  0.99991938   +0 14 21.1
 DU1788;SPC AZ E     -   322,761.960    91,171.774   MT  1.00008399   -0 44 13.4
 DU1788;SPC AZ E     - 1,058,930.31    299,119.99   iFT  1.00008399   -0 44 13.4
 DU1788;UTM  12      - 3,751,588.503   454,895.586   MT  0.99962508   -0 16 19.7
 DU1788
 DU1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1788!SPC AZ C     -   0.99980810  x   0.99991938  =   0.99972749
 DU1788!SPC AZ E     -   0.99980810  x   1.00008399  =   0.99989207
 DU1788!UTM  12      -   0.99980810  x   0.99962508  =   0.99943325
 DU1788
 DU1788:                Primary Azimuth Mark                     Grid Az
 DU1788:SPC AZ C     -  IRON                                     038 00 26.7
 DU1788:SPC AZ E     -  IRON                                     038 59 01.2
 DU1788:UTM  12      -  IRON                                     038 31 07.5
 DU1788
 DU1788|---------------------------------------------------------------------|
 DU1788| PID    Reference Object                     Distance      Geod. Az  |
 DU1788|                                                           dddmmss.s |
 DU1788| DU1793 IRON                                APPROX. 5.8 KM 0381447.8 |
 DU1788| DU1802 ALDER RM 1                            7.435 METERS 18301     |
 DU1788| DU1803 ALDER RM 2                            6.087 METERS 34255     |
 DU1788|---------------------------------------------------------------------|
 DU1788
 DU1788                          SUPERSEDED SURVEY CONTROL
 DU1788
 DU1788  NAD 83(1986)-  33 54 13.40538(N)    111 29 16.32401(W) AD(       ) 2
 DU1788  NGVD 29 (07/10/87) 1249.4    (m)         4099.     (f) VERT ANG       
 DU1788
 DU1788.Superseded values are not recommended for survey control.
 DU1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1788.See file dsdata.txt to determine how the superseded data were derived.
 DU1788
 DU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5489651589(NAD 83)
 DU1788_MARKER: DS = TRIANGULATION STATION DISK
 DU1788_SETTING: 66 = SET IN ROCK OUTCROP
 DU1788_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1788+STABILITY: POSITION/ELEVATION WELL
 DU1788
 DU1788  HISTORY     - Date     Condition        Report By
 DU1788  HISTORY     - 1981     MONUMENTED       AZDT
 DU1788
 DU1788                          STATION DESCRIPTION
 DU1788
 DU1788'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1788'THE STATION IS LOCATED ALONG ARIZONA HIGHWAY 87, 4 MILES SOUTHWEST OF
 DU1788'THE GILA MARICOPA COUNTY LINE AND 2 MILES NORTHWEST OF SUNFLOWER, AND
 DU1788'ABOUT 900 FEET WEST OF SR 87.
 DU1788'
 DU1788'DRILL HOLE IN BEDROCK 14 FEET NORTHWEST OF A CAIRN.
 DU1788'
 DU1788'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ALDER RM 1 1981---SET
 DU1788'IN BEDROCK.
 DU1788'
 DU1788'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ALDER RM 2 1981---SET
 DU1788'IN BEDROCK.
 DU1788'
 DU1788'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1788'FEET TO SOUTH MCLANE ROAD.  TURN LEFT 0.6 MILE TO ARIZONA HIGHWAY 87.
 DU1788'TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR 25.65 MILES TO THE
 DU1788'MARICOPA GILA COUNTY LINE ON TOP OF SLATE CREEK HILL.  TRAVEL SOUTH
 DU1788'ALONG THE HIGHWAY FOR 3.45 MILES TO AN OLD HIGHWAY YARD ON THE RIGHT
 DU1788'IN SYCAMORE CANYON, CONTINUE SOUTH 0.1 MILE TO A LARGE PULL OFF AREA
 DU1788'ON THE LEFT AND END OF TRUCK TRAVEL.  PACK SOUTH TO A POINT 20 FEET
 DU1788'NORTH OF A S CURVE AND TRAFFIC SIGN, PACK WEST UP THE SMALL DRAIN TO
 DU1788'RIGHT OF WAY FENCELINE.  CROSS FENCE AND PACK UP RIDGE TO ROCK OUTCROP
 DU1788'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2102 ***********************************************************************
 DV2102  DESIGNATION -  ALHAMBRA
 DV2102  PID         -  DV2102
 DV2102  STATE/COUNTY-  AZ/MARICOPA
 DV2102  USGS QUAD   -  FOWLER (1982)
 DV2102
 DV2102                         *CURRENT SURVEY CONTROL
 DV2102  ___________________________________________________________________
 DV2102* NAD 83(1992)-  33 29 39.64969(N)    112 07 47.45087(W)     ADJUSTED  
 DV2102* NAVD 88     -       341.71   (+/-2cm)    1121.1    (feet)  VERTCON   
 DV2102  ___________________________________________________________________
 DV2102  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DV2102  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV2102
 DV2102  HORZ ORDER  -  THIRD
 DV2102  VERT ORDER  -  THIRD ? (See Below)
 DV2102
 DV2102.The horizontal coordinates were established by classical geodetic methods
 DV2102.and adjusted by the National Geodetic Survey in August 1993..
 DV2102
 DV2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2102.The vertical order pertains to the NGVD 29 superseded value.
 DV2102
 DV2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2102
 DV2102.The geoid height was determined by GEOID03.
 DV2102
 DV2102;                    North         East     Units Scale Factor Converg.
 DV2102;SPC AZ C     -   276,593.876   193,551.374   MT  0.99990484   -0 07 03.5
 DV2102;SPC AZ C     -   907,460.22    635,011.07   iFT  0.99990484   -0 07 03.5
 DV2102;UTM  12      - 3,706,663.620   395,044.193   MT  0.99973581   -0 37 24.8
 DV2102
 DV2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2102!SPC AZ C     -   0.99995106  x   0.99990484  =   0.99985590
 DV2102!UTM  12      -   0.99995106  x   0.99973581  =   0.99968688
 DV2102
 DV2102|---------------------------------------------------------------------|
 DV2102| PID    Reference Object                     Distance      Geod. Az  |
 DV2102|                                                           dddmmss.s |
 DV2102| CH4158 ALHAMBRA RM 1                        12.004 METERS 17642     |
 DV2102| DV1494 ALHAMBRA RM 2                        16.861 METERS 27015     |
 DV2102| DV0223 ALHAMBRA AZ MK                                     2751237.4 |
 DV2102|---------------------------------------------------------------------|
 DV2102
 DV2102                          SUPERSEDED SURVEY CONTROL
 DV2102
 DV2102  NAD 83(1986)-  33 29 39.64408(N)    112 07 47.45653(W) AD(       ) 3
 DV2102  NAD 27      -  33 29 39.49100(N)    112 07 44.91500(W) AD(       ) 3
 DV2102  NGVD 29 (07/19/86)  341.11   (m)         1119.1    (f) LEVELING    3  
 DV2102
 DV2102.Superseded values are not recommended for survey control.
 DV2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2102.See file dsdata.txt to determine how the superseded data were derived.
 DV2102
 DV2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9504406664(NAD 83)
 DV2102_MARKER: DS = TRIANGULATION STATION DISK
 DV2102_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2102_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DV2102
 DV2102  HISTORY     - Date     Condition        Report By
 DV2102  HISTORY     - 1936     MONUMENTED       CGS
 DV2102  HISTORY     - 1942     GOOD             CGS
 DV2102  HISTORY     - 1953     GOOD             CGS
 DV2102  HISTORY     - 1955     GOOD             AMS
 DV2102  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2102  HISTORY     - 1963     MARK NOT FOUND   CGS
 DV2102
 DV2102                          STATION DESCRIPTION
 DV2102
 DV2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2102'IN THE VILLAGE OF ALHAMBRA, ABOUT 4 MILES NORTHWEST OF THE
 DV2102'MAIN BUSINESS DISTRICT OF PHOENIX, 0.2 MILE NORTH OF THE POINT
 DV2102'WHERE A DIRT STREET (NORTH-SOUTH) INTERSECTS U.S. HIGHWAY
 DV2102'NO. 89 AT SHADY LANE AUTO COURT.  THE STATION IS ON THE
 DV2102'RIGHT-OF-WAY OF THE DIRT STREET, 8.9 METERS EAST OF ITS
 DV2102'CENTER LINE, 228 FEET SOUTH OF THE CENTER LINE OF THE T
 DV2102'INTERSECTION OF THE NORTH-SOUTH STREET WITH AN EAST-WEST
 DV2102'STREET, AND 1.5 METERS WEST OF THE EAST RIGHT-OF-WAY FENCE.
 DV2102'MARKED BY A STANDARD BRONZE DISK WITH THE TOP OF
 DV2102'THE CONCRETE FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DV2102'STATION MARK PROJECTING ABOUT 10 INCHES ABOVE THE CONCRETE.
 DV2102'REFERENCE MARK NO. 1 IS 9.5 METERS EAST OF THE CENTER LINE
 DV2102'OF THE ROAD, 0.7 METER WEST OF THE RIGHT-OF-WAY FENCE
 DV2102'LINE, AND ABOUT 3 METERS SOUTH OF AN OLD DRIVEWAY INTO THE
 DV2102'CULTIVATED FIELD.  IT IS MARKED IN A MANNER SIMILAR TO THE
 DV2102'STATION MARK, AND IS 12.004 METERS (39.38 FEET) FROM STATION
 DV2102'S 03 DEG 18 MIN E.  REFERENCE MARK NO. 2 IS 8.0
 DV2102'METERS WEST OF THE CENTER LINE OF THE ROAD, AND 1 METER EAST
 DV2102'OF THE RIGHT-OF-WAY FENCE LINE.  IT IS MARKED IN A MANNER
 DV2102'SIMILAR TO THE STATION MARK, AND IS 16.861 METERS (55.32
 DV2102'FEET) FROM STATION N 89 DEG 45 MIN W.  THE
 DV2102'AZIMUTH MARK, A STANDARD BRONZE DISK IS ABOUT
 DV2102'ONE-HALF MILE FROM STATION N 84 DEG 47 MIN W.,
 DV2102'ABOUT 20 YARDS SOUTHEAST OF A SMALL YELLOW RAILROAD
 DV2102'HOUSE, ABOUT 15 YARDS NORTHEAST OF RAILROAD TRACKS, ABOUT
 DV2102'25 YARDS SOUTHWEST OF THE CENTER LINE OF PAVED HIGHWAY NO.
 DV2102'89, ABOUT 15 YARDS WEST OF THE CENTER LINE OF THE
 DV2102'NORTH-SOUTH ROAD, AND ABOUT 4 YARDS SOUTH OF THE CENTER LINE
 DV2102'OF AN EAST-WEST ROAD.
 DV2102
 DV2102                          STATION RECOVERY (1942)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DV2102'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 DV2102
 DV2102                          STATION RECOVERY (1953)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2102'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE
 DV2102'CONCRETE BASE FOR REFERENCE MARK 1 WAS RECOVERED, BUT THE
 DV2102'STANDARD BRONZE DISK WHICH PROJECTED 10 IN. IS DESTROYED.
 DV2102'A SEARCH WAS MADE FOR REFERENCE MARK 2, BUT IT WAS NOT
 DV2102'RECOVERED, AND IT IS BELIEVED TO HAVE BEEN DESTROYED.  THE
 DV2102'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DV2102'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION SITE.
 DV2102
 DV2102                          STATION RECOVERY (1955)
 DV2102
 DV2102'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DV2102'STATION IN FAIR CONDITION.  PIPE SUPPORTING DISK HAS BEEN
 DV2102'BENT.
 DV2102'
 DV2102'REFERENCE MARKS 1 AND 2 PROBABLY DESTROYED.
 DV2102'
 DV2102'AZIMUTH MARK RECOVERED AS DESCRIBED.
 DV2102'
 DV2102'THE STATION IS 32.5 FEET E OF CENTERLINE 33RD AVENUE.  18
 DV2102'FEET SW OF HOUSE 4045.
 DV2102
 DV2102                          STATION RECOVERY (1963)
 DV2102
 DV2102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2102'STATION AND REFERENCE MARKS HAVE PROBABLY BEEN DESTROYED.
 DV2102'
 DV2102'AZIMUTH MARK WAS FOUND BUT THE CONCRETE POST IS LOOSE AND IT
 DV2102'MAY HAVE BEEN DISTURBED.
 DV2102
 DV2102                          STATION RECOVERY (1963)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2102'A SEARCH WAS MADE FOR THE STATION AND NONE OF THE MARKS WERE
 DV2102'RECOVERED.  IT IS BELIEVED THAT ALL THE MARKS WERE DESTROYED
 DV2102'AND THE STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0223 ***********************************************************************
 DV0223  DESIGNATION -  ALHAMBRA AZ MK
 DV0223  PID         -  DV0223
 DV0223  STATE/COUNTY-  AZ/MARICOPA
 DV0223  USGS QUAD   -  FOWLER (1982)
 DV0223
 DV0223                         *CURRENT SURVEY CONTROL
 DV0223  ___________________________________________________________________
 DV0223* NAD 83(1986)-  33 29 47.     (N)    112 08 11.     (W)     SCALED    
 DV0223* NAVD 88     -       341.50   (+/-2cm)    1120.4    (feet)  VERTCON   
 DV0223  ___________________________________________________________________
 DV0223  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0223
 DV0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0223
 DV0223.The horizontal coordinates were scaled from a topographic map and have
 DV0223.an estimated accuracy of +/- 6 seconds.
 DV0223
 DV0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0223.The vertical order pertains to the NGVD 29 superseded value.
 DV0223
 DV0223.The geoid height was determined by GEOID03.
 DV0223
 DV0223;                    North         East    Units  Estimated Accuracy
 DV0223;SPC AZ C     -   276,820.      192,940.      MT  (+/- 180 meters Scaled)
 DV0223
 DV0223                          SUPERSEDED SURVEY CONTROL
 DV0223
 DV0223  NGVD 29 (??/??/92)  340.903  (m)         1118.45   (f) ADJ UNCH    2 0
 DV0223
 DV0223.Superseded values are not recommended for survey control.
 DV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0223.See file dsdata.txt to determine how the superseded data were derived.
 DV0223
 DV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944068(NAD 83)
 DV0223_MARKER: DB = BENCH MARK DISK
 DV0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0223_STAMPING: ALHAMBRA 1936
 DV0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0223+STABILITY: SURFACE MOTION
 DV0223
 DV0223  HISTORY     - Date     Condition        Report By
 DV0223  HISTORY     - 1936     MONUMENTED       CGS
 DV0223  HISTORY     - 1949     GOOD             NGS
 DV0223  HISTORY     - 1959     GOOD             DOD
 DV0223
 DV0223                          STATION DESCRIPTION
 DV0223
 DV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0223'5.6 MI NW FROM PHOENIX.
 DV0223'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0223'FROM THE UNION STATION AT PHOENIX, ABOUT 63 YARDS NORTH OF CULVERT B
 DV0223'189, 103 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 16.4
 DV0223'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL YELLOW RAILROAD HOUSE,
 DV0223'3.3 FEET NORTHWEST OF A POLE, ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 DV0223'TRACK, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.  SET IN
 DV0223'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DV0223
 DV0223                          STATION RECOVERY (1959)
 DV0223
 DV0223'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0225 ***********************************************************************
 DV0225  DESIGNATION -  ALHAMBRA RM 1
 DV0225  PID         -  DV0225
 DV0225  STATE/COUNTY-  AZ/MARICOPA
 DV0225  USGS QUAD   -  FOWLER (1982)
 DV0225
 DV0225                         *CURRENT SURVEY CONTROL
 DV0225  ___________________________________________________________________
 DV0225* NAD 83(1986)-  33 29 40.     (N)    112 08 03.     (W)     SCALED    
 DV0225* NAVD 88     -       341.69   (+/-2cm)    1121.0    (feet)  VERTCON   
 DV0225  ___________________________________________________________________
 DV0225  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0225
 DV0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0225
 DV0225.The horizontal coordinates were scaled from a topographic map and have
 DV0225.an estimated accuracy of +/- 6 seconds.
 DV0225
 DV0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0225.The vertical order pertains to the NGVD 29 superseded value.
 DV0225
 DV0225.The geoid height was determined by GEOID03.
 DV0225
 DV0225;                    North         East    Units  Estimated Accuracy
 DV0225;SPC AZ C     -   276,610.      193,150.      MT  (+/- 180 meters Scaled)
 DV0225
 DV0225                          SUPERSEDED SURVEY CONTROL
 DV0225
 DV0225  NGVD 29 (??/??/92)  341.090  (m)         1119.06   (f) ADJ UNCH    2 0
 DV0225
 DV0225.Superseded values are not recommended for survey control.
 DV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0225.See file dsdata.txt to determine how the superseded data were derived.
 DV0225
 DV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946066(NAD 83)
 DV0225_MARKER: DR = REFERENCE MARK DISK
 DV0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0225_STAMPING: ALHAMBRA NO. 1 1936
 DV0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0225
 DV0225  HISTORY     - Date     Condition        Report By
 DV0225  HISTORY     - 1936     MONUMENTED       CGS
 DV0225  HISTORY     - 1949     GOOD             NGS
 DV0225
 DV0225                          STATION DESCRIPTION
 DV0225
 DV0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0225'5.8 MI NW FROM PHOENIX.
 DV0225'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0225'FROM THE UNION STATION AT PHOENIX, THENCE 0.2 MILE NORTH ALONG INDIAN
 DV0225'SCHOOL ROAD, AT ALHAMBRA, ABOUT 76 YARDS SOUTH OF THE CENTER LINE OF
 DV0225'THE T-INTERSECTION OF ASH STREET AND INDIAN SCHOOL ROAD, 39 FEET SOUTH
 DV0225'OF TRIANGULATION-STATION ALHAMBRA, DESCRIBED ABOVE, 29 FEET EAST OF
 DV0225'THE CENTER LINE OF ASH STREET, AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 DV0225'THE STREET.  WELDED ON THE TOP OF A 1-INCH IRON PIPE PROJECTING 8
 DV0225'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0478 ***********************************************************************
 CY0478  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0478  DESIGNATION -  ALKALI
 CY0478  PID         -  CY0478
 CY0478  STATE/COUNTY-  AZ/COCHISE
 CY0478  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0478
 CY0478                         *CURRENT SURVEY CONTROL
 CY0478  ___________________________________________________________________
 CY0478* NAD 83(1992)-  32 12 46.58805(N)    109 53 14.24145(W)     ADJUSTED  
 CY0478* NAVD 88     -      1271.55   (meters)    4171.7    (feet)  GPS OBS   
 CY0478  ___________________________________________________________________
 CY0478  X           -  -1,837,794.274 (meters)                     COMP
 CY0478  Y           -  -5,080,371.776 (meters)                     COMP
 CY0478  Z           -   3,381,096.208 (meters)                     COMP
 CY0478  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CY0478  ELLIP HEIGHT-        1244.34  (meters)          (08/22/05) GPS OBS
 CY0478  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0478
 CY0478  HORZ ORDER  -  B
 CY0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0478  ELLP ORDER  -  FOURTH    CLASS II
 CY0478
 CY0478.The horizontal coordinates were established by GPS observations
 CY0478.and adjusted by the National Geodetic Survey in August 2005..
 CY0478
 CY0478.The orthometric height was determined by GPS observations and a
 CY0478.high-resolution geoid model using precise GPS observation and
 CY0478.processing techniques.
 CY0478.The vertical order pertains to the NGVD 29 superseded value.
 CY0478
 CY0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0478
 CY0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0478
 CY0478.The ellipsoidal height was determined by GPS observations
 CY0478.and is referenced to NAD 83.
 CY0478
 CY0478.The geoid height was determined by GEOID03.
 CY0478
 CY0478;                    North         East     Units Scale Factor Converg.
 CY0478;SPC AZ E     -   134,511.647   239,695.463   MT  0.99990855   +0 08 56.1
 CY0478;SPC AZ E     -   441,311.18    786,402.44   iFT  0.99990855   +0 08 56.1
 CY0478;UTM  12      - 3,564,581.830   604,860.711   MT  0.99973560   +0 35 35.5
 CY0478
 CY0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0478!SPC AZ E     -   0.99980466  x   0.99990855  =   0.99971323
 CY0478!UTM  12      -   0.99980466  x   0.99973560  =   0.99954031
 CY0478
 CY0478:                Primary Azimuth Mark                     Grid Az
 CY0478:SPC AZ E     -  WILLCOX US ARMY RADIO MAST               003 44 39.5
 CY0478:UTM  12      -  WILLCOX US ARMY RADIO MAST               003 18 00.1
 CY0478
 CY0478|---------------------------------------------------------------------|
 CY0478| PID    Reference Object                     Distance      Geod. Az  |
 CY0478|                                                           dddmmss.s |
 CY0478| CY1194 WILLCOX US ARMY RADIO MAST          APPROX. 3.5 KM 0035335.6 |
 CY0478| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 7.8 KM 0395819.2 |
 CY0478| CY1207 WILLCOX MTN ST TEL CO MW KOP        APPROX. 6.6 KM 0490436.5 |
 CY0478| CY0477 ALKALI RM 1                           7.805 METERS 05839     |
 CY0478| CY0479 ALKALI RM 2                           6.085 METERS 13407     |
 CY0478| CY0476 ALKALI AZ MK                                       2350005.8 |
 CY0478|---------------------------------------------------------------------|
 CY0478
 CY0478                          SUPERSEDED SURVEY CONTROL
 CY0478
 CY0478  NAD 83(1992)-  32 12 46.59016(N)    109 53 14.24327(W) AD(       ) 1
 CY0478  NAD 83(1986)-  32 12 46.58376(N)    109 53 14.24005(W) AD(       ) 1
 CY0478  NAD 27      -  32 12 46.31220(N)    109 53 11.99290(W) AD(       ) 1
 CY0478  NGVD 29 (??/??/92) 1270.882  (m)         4169.55   (f) ADJ UNCH    2 0
 CY0478
 CY0478.Superseded values are not recommended for survey control.
 CY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0478.See file dsdata.txt to determine how the superseded data were derived.
 CY0478
 CY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0486164582(NAD 83)
 CY0478_MARKER: DD = SURVEY DISK
 CY0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0478_STAMPING: ALKALI 1960
 CY0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0478+STABILITY: SURFACE MOTION
 CY0478
 CY0478  HISTORY     - Date     Condition        Report By
 CY0478  HISTORY     - 1960     MONUMENTED       CGS
 CY0478  HISTORY     - 1967     GOOD             CGS
 CY0478  HISTORY     - 1970     GOOD             NGS
 CY0478  HISTORY     - 1970     GOOD             NGS
 CY0478
 CY0478                          STATION DESCRIPTION
 CY0478
 CY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0478'STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 CY0478'HIGHWAY 10 ABOUT 4 MILES WEST OF WILLCOX.
 CY0478'
 CY0478'REACHED FROM THE STOP LIGHT AT THE INTERSECTION OF STATE HIGHWAY
 CY0478'86 AND MALEY STREET BY GOING WESTERLY ON HIGHWAY 86 FOR 3.8
 CY0478'MILES TO BEGINNING OF FOUR LANE HIGHWAY (INTERSTATE HIGHWAY
 CY0478'10), CONTINUE WEST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CY0478'
 CY0478'STATION MARKS ARE STANDARD DISKS, STAMPED ALKALI 1960.  THE
 CY0478'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0478'POST PROJECTING 3 INCHES.  IT IS 93 FEET SOUTH OF THE CENTERLINE
 CY0478'OF THE EAST-BOUND LANE OF THE HIGHWAY AND 3 FEET NORTH OF A
 CY0478'RIGHT-OF-WAY FENCE.
 CY0478'
 CY0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1960,
 CY0478'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0478'3 INCHES.  IT IS 94 FEET SOUTH OF THE CENTERLINE OF THE
 CY0478'EAST-BOUND LANE OF THE HIGHWAY AND 2 FEET NORTH OF THE FENCE.
 CY0478'
 CY0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1960,
 CY0478'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 CY0478'INCHES.  IT IS 113 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 CY0478'LANE OF THE HIGHWAY AND 17 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CY0478'
 CY0478'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  EITHER
 CY0478'TRIANGULATION STATION WASH OR THE MAST LISTED ABOVE CAN BE USED.
 CY0478
 CY0478                          STATION RECOVERY (1967)
 CY0478
 CY0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CY0478'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CY0478'FOUND IN GOOD CONDITION.
 CY0478'
 CY0478'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 CY0478'ADEQUATE.
 CY0478
 CY0478                          STATION RECOVERY (1970)
 CY0478
 CY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0478'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CY0478'CONDITION.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE MARK 1 THAN
 CY0478'THE 1960 MEASUREMENT THE DISTANCE BEING .07 FEET.  THE AZIMUTH MARK
 CY0478'WAS ESTABLISHED AT THIS DATE, WHICH WAS SET IN 1960 BUT FAILED TO
 CY0478'BE OBSERVED THEN.  DUE TO CHANGES IN THE AREA A NEW AND COMPLETE
 CY0478'DESCRIPTION FOLLOWS.
 CY0478'
 CY0478'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WILLCOX, ON THE
 CY0478'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10.
 CY0478'
 CY0478'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 10 AND STATE
 CY0478'HIGHWAY 186 IN WILLCOX, GO WEST ON BUSINESS ROUTE 10 FOR 3.7 MILES
 CY0478'TO THE OVERPASS OVER INTERSTATE HIGHWAY 10.  CONTINUE FOR 0.2 MILE
 CY0478'TO A T-INTERSECTION.  TURN LEFT AND GO WESTERLY ON INTERSTATE
 CY0478'HIGHWAY 10 FOR 0.8 MILE TO THE STATION ON THE LEFT.  (CONTINUE
 CY0478'WESTERLY ON INTERSTATE HIGHWAY 10 FOR 0.4 MILE TO THE AZIMUTH
 CY0478'MARK ON THE LEFT.)
 CY0478'
 CY0478'THE STATION MARK IS A STANDARD DISK, STAMPED ALKALI 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CY0478'GROUND SURFACE.  IT IS 91 FEET SOUTH OF THE CENTER OF THE SOUTH
 CY0478'BOUND LANE OF INTERSTATE HIGHWAY 10, 21.5 FEET NORTH-NORTHWEST OF
 CY0478'THE NORTHERLY ONE OF TWO POLES AND 4.0 FEET NORTHWEST OF A METAL
 CY0478'WITNESS POST WITH SIGN ATTACHED.
 CY0478'
 CY0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1960, SET IN
 CY0478'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CY0478'GROUND SURFACE.  IT IS 93 FEET SOUTH OF THE CENTER OF THE SOUTH
 CY0478'LANE OF INTERSTATE HIGHWAY 10, 23.5 FEET EAST OF THE METAL WITNESS
 CY0478'POST WITH SIGN ATTACHED AND 1.5 FEET NORTH OF A WIRE FENCE.
 CY0478'
 CY0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0478'3-INCHES.  IT IS 110 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 16.5 FEET SOUTH OF A METAL WITNESS POST
 CY0478'WITH SIGN ATTACHED AND 2 FEET NORTH OF THE NORTH ONE OF TWO POLES.
 CY0478'
 CY0478'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALKALI 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0478'6-INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 6 FEET EAST-NORTHEAST OF A FENCE CORNER
 CY0478'POST AND 2.0 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CY0478'ATTACHED.
 CY0478'
 CY0478'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 CY0478'
 CY0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 CY0478'OF WILLCOX.
 CY0478
 CY0478                          STATION RECOVERY (1970)
 CY0478
 CY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0478'4.0 MI SW FROM WILLCOX.
 CY0478'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0478'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0478'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0478'THE OVERPASS TO T INTERSECTION THENCE WEST 0.8 MILE ON INTERSTATE
 CY0478'HIGHWAY 10, 91 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 21.5 FEET NORTH-NORTHWEST OF THE NORTH ONE OF
 CY0478'TWO POLES, 4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN
 CY0478'THE TOP OF A 12-INCH SQUARE MONUMENT FLUSH WITH THE SURFACE OF THE
 CY0478'GROUND.  SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0476 ***********************************************************************
 CY0476  DESIGNATION -  ALKALI AZ MK
 CY0476  PID         -  CY0476
 CY0476  STATE/COUNTY-  AZ/COCHISE
 CY0476  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0476
 CY0476                         *CURRENT SURVEY CONTROL
 CY0476  ___________________________________________________________________
 CY0476* NAD 83(1986)-  32 12 33.     (N)    109 53 36.     (W)     SCALED    
 CY0476* NAVD 88     -      1270.15   (+/-2cm)    4167.2    (feet)  VERTCON   
 CY0476  ___________________________________________________________________
 CY0476  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0476
 CY0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0476
 CY0476.The horizontal coordinates were scaled from a topographic map and have
 CY0476.an estimated accuracy of +/- 6 seconds.
 CY0476
 CY0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0476.The vertical order pertains to the NGVD 29 superseded value.
 CY0476
 CY0476.The geoid height was determined by GEOID03.
 CY0476
 CY0476;                    North         East    Units  Estimated Accuracy
 CY0476;SPC AZ E     -   134,090.      239,130.      MT  (+/- 180 meters Scaled)
 CY0476
 CY0476                          SUPERSEDED SURVEY CONTROL
 CY0476
 CY0476  NGVD 29 (??/??/92) 1269.388  (m)         4164.65   (f) ADJ UNCH    2 0
 CY0476
 CY0476.Superseded values are not recommended for survey control.
 CY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0476.See file dsdata.txt to determine how the superseded data were derived.
 CY0476
 CY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA042641(NAD 83)
 CY0476_MARKER: DZ = AZIMUTH MARK DISK
 CY0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0476_STAMPING: ALKALI 1960
 CY0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0476+STABILITY: SURFACE MOTION
 CY0476
 CY0476  HISTORY     - Date     Condition        Report By
 CY0476  HISTORY     - 1970     MONUMENTED       NGS
 CY0476  HISTORY     - 1970     GOOD             NGS
 CY0476
 CY0476                          STATION DESCRIPTION
 CY0476
 CY0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0476'4.0 MI SW FROM WILLCOX.
 CY0476'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0476'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0476'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0476'THE OVERPASS TO T INTERSECTION THENCE WEST 1.2 MILES ALONG INTERSTATE
 CY0476'HIGHWAY 10, 94 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF
 CY0476'INTERSTATE HIGHWAY 10, 6 FEET EAST-NORTHEAST OF A FENCE CORNER POST,
 CY0476'AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF
 CY0476'A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 CY0476'SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0477 ***********************************************************************
 CY0477  DESIGNATION -  ALKALI RM 1
 CY0477  PID         -  CY0477
 CY0477  STATE/COUNTY-  AZ/COCHISE
 CY0477  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0477
 CY0477                         *CURRENT SURVEY CONTROL
 CY0477  ___________________________________________________________________
 CY0477* NAD 83(1986)-  32 12 46.     (N)    109 53 13.     (W)     SCALED    
 CY0477* NAVD 88     -      1271.08   (+/-2cm)    4170.2    (feet)  VERTCON   
 CY0477  ___________________________________________________________________
 CY0477  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0477
 CY0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0477
 CY0477.The horizontal coordinates were scaled from a topographic map and have
 CY0477.an estimated accuracy of +/- 6 seconds.
 CY0477
 CY0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0477.The vertical order pertains to the NGVD 29 superseded value.
 CY0477
 CY0477.The geoid height was determined by GEOID03.
 CY0477
 CY0477;                    North         East    Units  Estimated Accuracy
 CY0477;SPC AZ E     -   134,490.      239,730.      MT  (+/- 180 meters Scaled)
 CY0477
 CY0477                          SUPERSEDED SURVEY CONTROL
 CY0477
 CY0477  NGVD 29 (??/??/92) 1270.322  (m)         4167.71   (f) ADJ UNCH    2 0
 CY0477
 CY0477.Superseded values are not recommended for survey control.
 CY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0477.See file dsdata.txt to determine how the superseded data were derived.
 CY0477
 CY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA048645(NAD 83)
 CY0477_MARKER: DR = REFERENCE MARK DISK
 CY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0477_STAMPING: ALKALI NO 1 1960
 CY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0477+STABILITY: SURFACE MOTION
 CY0477
 CY0477  HISTORY     - Date     Condition        Report By
 CY0477  HISTORY     - 1960     MONUMENTED       CGS
 CY0477  HISTORY     - 1970     GOOD             NGS
 CY0477
 CY0477                          STATION DESCRIPTION
 CY0477
 CY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0477'4.0 MI SW FROM WILLCOX.
 CY0477'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0477'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0477'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0477'THE OVERPASS TO T INTERSECTION THENCE WEST 0.8 MILE ON INTERSTATE
 CY0477'HIGHWAY 10, 93 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CY0477'INTERSTATE HIGHWAY 10, 23.5 FEET EAST OF THE METAL WITNESS POST WITH
 CY0477'SIGN, 1.5 FEET NORTH OF A WIRE FENCE, SET IN THE TOP OF A 12-INCH
 CY0477'SQUARE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  SEC 15, T14S,
 CY0477'R24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0479 ***********************************************************************
 CY0479  DESIGNATION -  ALKALI RM 2
 CY0479  PID         -  CY0479
 CY0479  STATE/COUNTY-  AZ/COCHISE
 CY0479  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0479
 CY0479                         *CURRENT SURVEY CONTROL
 CY0479  ___________________________________________________________________
 CY0479* NAD 83(1986)-  32 12 46.     (N)    109 53 13.     (W)     SCALED    
 CY0479* NAVD 88     -      1271.41   (+/-2cm)    4171.3    (feet)  VERTCON   
 CY0479  ___________________________________________________________________
 CY0479  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0479
 CY0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0479
 CY0479.The horizontal coordinates were scaled from a topographic map and have
 CY0479.an estimated accuracy of +/- 6 seconds.
 CY0479
 CY0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0479.The vertical order pertains to the NGVD 29 superseded value.
 CY0479
 CY0479.The geoid height was determined by GEOID03.
 CY0479
 CY0479;                    North         East    Units  Estimated Accuracy
 CY0479;SPC AZ E     -   134,490.      239,730.      MT  (+/- 180 meters Scaled)
 CY0479
 CY0479                          SUPERSEDED SURVEY CONTROL
 CY0479
 CY0479  NGVD 29 (??/??/92) 1270.650  (m)         4168.79   (f) ADJ UNCH    2 0
 CY0479
 CY0479.Superseded values are not recommended for survey control.
 CY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0479.See file dsdata.txt to determine how the superseded data were derived.
 CY0479
 CY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA048645(NAD 83)
 CY0479_MARKER: DR = REFERENCE MARK DISK
 CY0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0479_STAMPING: ALKALI NO 2 1960
 CY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0479+STABILITY: SURFACE MOTION
 CY0479
 CY0479  HISTORY     - Date     Condition        Report By
 CY0479  HISTORY     - 1960     MONUMENTED       CGS
 CY0479  HISTORY     - 1970     GOOD             NGS
 CY0479
 CY0479                          STATION DESCRIPTION
 CY0479
 CY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0479'4.0 MI SW FROM WILLCOX.
 CY0479'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0479'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0479'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0479'THE OVERPASS TO T INTERSECTION, THENCE WEST 0.8 MILE ON INTERSTATE
 CY0479'HIGHWAY 10, 110 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY
 CY0479'10, 16.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2 FEET NORTH OF
 CY0479'THE NORTH ONE OF TWO POLES, SET IN THE TOP OF A 10-INCH SQUARE
 CY0479'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CY0479'SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1196 ***********************************************************************
 CY1196  DESIGNATION -  ALKALI RM A
 CY1196  PID         -  CY1196
 CY1196  STATE/COUNTY-  AZ/COCHISE
 CY1196  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1196
 CY1196                         *CURRENT SURVEY CONTROL
 CY1196  ___________________________________________________________________
 CY1196* NAD 83(1992)-  32 12 46.21242(N)    109 53 13.53649(W)     ADJUSTED  
 CY1196* NAVD 88     -      1270.69   (+/-2cm)    4168.9    (feet)  VERTCON   
 CY1196  ___________________________________________________________________
 CY1196  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CY1196  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1196
 CY1196  HORZ ORDER  -  FIRST
 CY1196  VERT ORDER  -  THIRD ? (See Below)
 CY1196
 CY1196.The horizontal coordinates were established by classical geodetic methods
 CY1196.and adjusted by the National Geodetic Survey in August 1993..
 CY1196
 CY1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1196.The vertical order pertains to the NGVD 29 superseded value.
 CY1196
 CY1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1196
 CY1196.The geoid height was determined by GEOID03.
 CY1196
 CY1196;                    North         East     Units Scale Factor Converg.
 CY1196;SPC AZ E     -   134,500.126   239,713.952   MT  0.99990856   +0 08 56.5
 CY1196;SPC AZ E     -   441,273.38    786,463.10   iFT  0.99990856   +0 08 56.5
 CY1196;UTM  12      - 3,564,570.454   604,879.286   MT  0.99973565   +0 35 35.9
 CY1196
 CY1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1196!SPC AZ E     -   0.99980479  x   0.99990856  =   0.99971337
 CY1196!UTM  12      -   0.99980479  x   0.99973565  =   0.99954049
 CY1196
 CY1196:                Primary Azimuth Mark                     Grid Az
 CY1196:SPC AZ E     -  WILLCOX RADIO STA KWCX MAST              039 39 54.7
 CY1196:UTM  12      -  WILLCOX RADIO STA KWCX MAST              039 13 15.3
 CY1196
 CY1196|---------------------------------------------------------------------|
 CY1196| PID    Reference Object                     Distance      Geod. Az  |
 CY1196|                                                           dddmmss.s |
 CY1196| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 7.8 KM 0394851.2 |
 CY1196| CY1208 CABEZAS                             APPROX.16.8 KM 0473822.6 |
 CY1196| CY1207 WILLCOX MTN ST TEL CO MW KOP        APPROX. 6.6 KM 0485348.9 |
 CY1196| CY0478 ALKALI                               21.787 METERS 30205     |
 CY1196|---------------------------------------------------------------------|
 CY1196
 CY1196                          SUPERSEDED SURVEY CONTROL
 CY1196
 CY1196  NAD 83(1986)-  32 12 46.20593(N)    109 53 13.53311(W) AD(       ) 1
 CY1196  NAD 27      -  32 12 45.93445(N)    109 53 11.28613(W) AD(       ) 1
 CY1196  NGVD 29 (07/19/86) 1269.93   (m)         4166.4    (f) LEVELING    3  
 CY1196
 CY1196.Superseded values are not recommended for survey control.
 CY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1196.See file dsdata.txt to determine how the superseded data were derived.
 CY1196
 CY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0487964570(NAD 83)
 CY1196_MARKER: DS = TRIANGULATION STATION DISK
 CY1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1196+STABILITY: SURFACE MOTION
 CY1196
 CY1196  HISTORY     - Date     Condition        Report By
 CY1196  HISTORY     - 1970     MONUMENTED       NGS
 CY1196
 CY1196                          STATION DESCRIPTION
 CY1196
 CY1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1196'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WILLCOX, ON STATE
 CY1196'OWNED LAND AND LEASED TO MR. ROBERT LOVEEN, PHOENIX, ARIZONA.
 CY1196'
 CY1196'TO REACH THE STATION SEE THE 1970 RECOVERY NOTE FOR TRIANGULATION
 CY1196'STATION ALKALI 1960.
 CY1196'
 CY1196'THE STATION MARK IS A STANDARD DISK STAMPED ALKALI RM A 1970, SET
 CY1196'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 CY1196'INCH.  IT IS 158 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY1196'INTERSTATE HIGHWAY 10, 68 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CY1196'POST WITH SIGN ATTACHED AND 63 FEET SOUTH OF A WIRE FENCE.
 CY1196'
 CY1196'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0649 ***********************************************************************
 GP0649  DESIGNATION -  ALLIANCE
 GP0649  PID         -  GP0649
 GP0649  STATE/COUNTY-  AZ/NAVAJO
 GP0649  USGS QUAD   -  OAK SPRINGS (1970)
 GP0649
 GP0649                         *CURRENT SURVEY CONTROL
 GP0649  ___________________________________________________________________
 GP0649* NAD 83(1992)-  36 51 32.31909(N)    110 43 10.11954(W)     ADJUSTED  
 GP0649* NAVD 88     -      2206.5    (meters)    7239.     (feet)  VERTCON   
 GP0649  ___________________________________________________________________
 GP0649  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 GP0649  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 GP0649
 GP0649  HORZ ORDER  -  SECOND
 GP0649
 GP0649.The horizontal coordinates were established by classical geodetic methods
 GP0649.and adjusted by the National Geodetic Survey in August 1993..
 GP0649
 GP0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0649
 GP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0649
 GP0649.The geoid height was determined by GEOID03.
 GP0649
 GP0649;                    North         East     Units Scale Factor Converg.
 GP0649;SPC AZ E     -   649,964.152   164,067.359   MT  0.99992992   -0 19 53.8
 GP0649;SPC AZ E     - 2,132,428.32    538,278.74   iFT  0.99992992   -0 19 53.8
 GP0649;SPC AZ C     -   650,490.563   320,111.796   MT  1.00004035   +0 43 05.5
 GP0649;SPC AZ C     - 2,134,155.39  1,050,235.55   iFT  1.00004035   +0 43 05.5
 GP0649;UTM  12      - 4,079,265.195   525,005.823   MT  0.99960770   +0 10 05.8
 GP0649
 GP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0649!SPC AZ E     -   0.99965720  x   0.99992992  =   0.99958714
 GP0649!SPC AZ C     -   0.99965720  x   1.00004035  =   0.99969753
 GP0649!UTM  12      -   0.99965720  x   0.99960770  =   0.99926503
 GP0649
 GP0649:                Primary Azimuth Mark                     Grid Az
 GP0649:SPC AZ E     -  TALL MTN MICROWAVE TOWER                 144 42 20.3
 GP0649:SPC AZ C     -  TALL MTN MICROWAVE TOWER                 143 39 21.0
 GP0649:UTM  12      -  TALL MTN MICROWAVE TOWER                 144 12 20.7
 GP0649
 GP0649|---------------------------------------------------------------------|
 GP0649| PID    Reference Object                     Distance      Geod. Az  |
 GP0649|                                                           dddmmss.s |
 GP0649| GP0648 TALL MTN MICROWAVE TOWER            APPROX. 9.9 KM 1442226.5 |
 GP0649| CD3932 ALLIANCE RM 1                         6.931 METERS 20902     |
 GP0649| GP0660 NAVAJO CR                           APPROX.16.6 KM 2293152.5 |
 GP0649| CD3933 ALLIANCE RM 2                         6.056 METERS 34948     |
 GP0649|---------------------------------------------------------------------|
 GP0649
 GP0649                          SUPERSEDED SURVEY CONTROL
 GP0649
 GP0649  NAD 83(1986)-  36 51 32.31845(N)    110 43 10.11810(W) AD(       ) 2
 GP0649  NAD 27      -  36 51 32.32682(N)    110 43 07.62041(W) AD(       ) 2
 GP0649  NGVD 29 (07/19/86) 2205.4    (m)         7236.     (f) VERT ANG       
 GP0649
 GP0649.Superseded values are not recommended for survey control.
 GP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0649.See file dsdata.txt to determine how the superseded data were derived.
 GP0649
 GP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2500679265(NAD 83)
 GP0649_MARKER: DD = SURVEY DISK
 GP0649_SETTING: 0 = UNSPECIFIED SETTING
 GP0649
 GP0649  HISTORY     - Date     Condition        Report By
 GP0649  HISTORY     - 1970     MONUMENTED       USGS
 GP0649
 GP0649                          STATION DESCRIPTION
 GP0649
 GP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0649'RM 1 TO RM 2, NOT MEASURED.
 GP0649'
 GP0649'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 GP0649'
 GP0649'LOCATED ABOUT 19 MI NW. OF SHONTO. ABOUT 14 MI SE. OF NAVAJO MTN..
 GP0649'ABOUT 10 MI S. OF THE UTAH STATE LINE. ON THE HIGHEST ROCKY
 GP0649'SANDSTONE TOP IN THE AREA SEPARATING THE DRAINAGE BETWEEN PIUTE
 GP0649'CANYON AND NAVAJO CREEK.
 GP0649'
 GP0649'TO REACH FROM INSCRIPTION HOUSE TRADING POST GO N. ON THE MAIN RD.
 GP0649'TOWARD NAVAJO MOUNTAIN FOR 8.0 MI TO Y-RD. S., (TO SHONTO).
 GP0649'CONTINUE N. ON MAIN RD. ABOUT 9.9 MI TO A LARGE HORSESHOE TURN IN
 GP0649'THE RD. AND END OF TRUCK TRAVEL.  PARK N. ACROSS DRAIN AND UP DRAW
 GP0649'TO HIGHEST NORTHERN-MOST POINT AND STATION ABOUT A 30 MINUTE
 GP0649'PACK.
 GP0649'
 GP0649'STATION MARK.  A STANDARD ALUMINUM TABLET STAMPED ALLIANCE 1970
 GP0649'CEMENTED IN CONCRETE PLUG SET INTO SANDSTONE OUTCROP.
 GP0649'
 GP0649'REFERENCE MARK NO 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0649'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
 GP0649'
 GP0649'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0649'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2158 ***********************************************************************
 DU2158  DESIGNATION -  ALMA
 DU2158  PID         -  DU2158
 DU2158  STATE/COUNTY-  AZ/MARICOPA
 DU2158  USGS QUAD   -  MESA (1982)
 DU2158
 DU2158                         *CURRENT SURVEY CONTROL
 DU2158  ___________________________________________________________________
 DU2158* NAD 83(1992)-  33 23 20.35070(N)    111 51 26.01320(W)     ADJUSTED  
 DU2158* NAVD 88     -       368.4    (meters)    1209.     (feet)  VERTCON   
 DU2158  ___________________________________________________________________
 DU2158  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DU2158  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2158
 DU2158  HORZ ORDER  -  SECOND
 DU2158
 DU2158.The horizontal coordinates were established by classical geodetic methods
 DU2158.and adjusted by the National Geodetic Survey in August 1993..
 DU2158
 DU2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2158
 DU2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2158
 DU2158.The geoid height was determined by GEOID03.
 DU2158
 DU2158;                    North         East     Units Scale Factor Converg.
 DU2158;SPC AZ C     -   264,890.471   218,889.876   MT  0.99990038   +0 01 57.8
 DU2158;SPC AZ C     -   869,063.23    718,142.64   iFT  0.99990038   +0 01 57.8
 DU2158;UTM  12      - 3,694,739.582   420,273.583   MT  0.99967836   -0 28 18.4
 DU2158
 DU2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2158!SPC AZ C     -   0.99994685  x   0.99990038  =   0.99984723
 DU2158!UTM  12      -   0.99994685  x   0.99967836  =   0.99962522
 DU2158
 DU2158|---------------------------------------------------------------------|
 DU2158| PID    Reference Object                     Distance      Geod. Az  |
 DU2158|                                                           dddmmss.s |
 DU2158| CH4159 ALMA RM 1                             9.839 METERS 00132     |
 DU2158| CH4160 ALMA RM 2                            10.049 METERS 18035     |
 DU2158| DU2189 HUMM 2                              APPROX.10.4 KM 2805618.3 |
 DU2158|---------------------------------------------------------------------|
 DU2158
 DU2158                          SUPERSEDED SURVEY CONTROL
 DU2158
 DU2158  NAD 83(1986)-  33 23 20.34484(N)    111 51 26.01773(W) AD(       ) 2
 DU2158  NAD 27      -  33 23 20.17466(N)    111 51 23.50617(W) AD(       ) 2
 DU2158  NGVD 29 (07/19/86)  367.8    (m)         1207.     (f) VERT ANG       
 DU2158
 DU2158.Superseded values are not recommended for survey control.
 DU2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2158.See file dsdata.txt to determine how the superseded data were derived.
 DU2158
 DU2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2027494740(NAD 83)
 DU2158_MARKER: DD = SURVEY DISK
 DU2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2158
 DU2158  HISTORY     - Date     Condition        Report By
 DU2158  HISTORY     - 1974     MONUMENTED       AZDT
 DU2158  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU2158
 DU2158                          STATION DESCRIPTION
 DU2158
 DU2158'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2158'THE STATION IS LOCATED IN SOUTHWEST MESA ON EAST SIDE OF ALMA
 DU2158'SCHOOL ROAD, SOUTH OF SOUTHERN AVENUE.
 DU2158'
 DU2158'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED, ALMA
 DU2158'P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DU2158'MONUMENT WHICH IS 0.25 FT. BELOW GROUND LEVEL.  THE MARK IS
 DU2158'26.8 FT. EAST OF THE CENTER LINE OF ALMA SCHOOL RD., 1.2
 DU2158'FT. WEST OF A FENCE AND 3 FEET NORTH OF A WITNESS POST.
 DU2158'
 DU2158'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED, ALMA
 DU2158'RM 1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT AND
 DU2158'PROJECTS 0.2 FEET.  THE MARK IS 27.0 FEET EAST OF THE CENTER
 DU2158'LINE OF ALMA SCHOOL RD., 1 FOOT WEST OF A FENCE, AND 2.4 FEET
 DU2158'SOUTH OF A WITNESS POST.
 DU2158'
 DU2158'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED ALMA
 DU2158'RM 2 1974.  IT IS SET IN A 12 IN. CONCRETE MONUMENT AND
 DU2158'PROJECTS 0.4 FEET.  THE MARK IS 1.2 FEET WEST OF A FENCE, 26.8
 DU2158'FEET EAST OF THE CENTER LINE OF ALMA SCHOOL RD., AND 2.6 FEET
 DU2158'NORTH OF A WITNESS POST.
 DU2158'
 DU2158'TO REACH FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE HIGHWAY
 DU2158'87 IN MESA, PROCEED SOUTH ON STATE HIGHWAY 87 FOR 1.6 MILES
 DU2158'TO SOUTHERN AVENUE, TURN RIGHT (WEST) ON SOUTHERN AVENUE
 DU2158'FOR 1 MILE TO ALMA SCHOOL RD.  TURN LEFT (SOUTH) ON ALMA SCHOOL
 DU2158'RD. FOR 0.28 MILES TO THE STATION ON THE LEFT.
 DU2158'
 DU2158'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2158
 DU2158                          STATION RECOVERY (2005)
 DU2158
 DU2158'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2158'STATION, REFERENCE MARKS, FENCE, AND WITNESS POST NOT FOUND. THE
 DU2158'DISTANCE 27 FEET EAST OF THE CENTERLINE OF ALMA SCHOOL ROAD IS NOW
 DU2158'PAVED. THE ADJUSTED COORDINATES ALSO POINT TO THE NOW PAVED AREA 27
 DU2158'FEET EAST OF THE CENTERLINE OF ALMA SCHOOL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0333 ***********************************************************************
 FQ0333  DESIGNATION -  ALPHA
 FQ0333  PID         -  FQ0333
 FQ0333  STATE/COUNTY-  AZ/COCONINO
 FQ0333  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0333
 FQ0333                         *CURRENT SURVEY CONTROL
 FQ0333  ___________________________________________________________________
 FQ0333* NAD 83(1992)-  35 07 04.27627(N)    111 40 57.77548(W)     ADJUSTED  
 FQ0333* NAVD 88     -      2115.481  (meters)    6940.54   (feet)  ADJUSTED  
 FQ0333  ___________________________________________________________________
 FQ0333  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FQ0333  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0333  DYNAMIC HT  -        2112.475 (meters)    6930.68  (feet)  COMP
 FQ0333  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0333
 FQ0333  HORZ ORDER  -  SECOND
 FQ0333  VERT ORDER  -  SECOND    CLASS 0
 FQ0333
 FQ0333.The horizontal coordinates were established by classical geodetic methods
 FQ0333.and adjusted by the National Geodetic Survey in August 1993..
 FQ0333
 FQ0333.The orthometric height was determined by differential leveling
 FQ0333.and adjusted by the National Geodetic Survey in June 1991..
 FQ0333
 FQ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0333
 FQ0333.The geoid height was determined by GEOID03.
 FQ0333
 FQ0333.The dynamic height is computed by dividing the NAVD 88
 FQ0333.geopotential number by the normal gravity value computed on the
 FQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0333.degrees latitude (g = 980.6199 gals.).
 FQ0333
 FQ0333.The modeled gravity was interpolated from observed gravity values.
 FQ0333
 FQ0333;                    North         East     Units Scale Factor Converg.
 FQ0333;SPC AZ C     -   456,672.929   234,684.202   MT  0.99990560   +0 08 04.5
 FQ0333;SPC AZ C     - 1,498,270.76    769,961.29   iFT  0.99990560   +0 08 04.5
 FQ0333;UTM  12      - 3,886,326.028   437,790.044   MT  0.99964769   -0 23 33.9
 FQ0333
 FQ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0333!SPC AZ C     -   0.99967170  x   0.99990560  =   0.99957733
 FQ0333!UTM  12      -   0.99967170  x   0.99964769  =   0.99931951
 FQ0333
 FQ0333:                Primary Azimuth Mark                     Grid Az
 FQ0333:SPC AZ C     -  ALPHA AZ MK                              122 52 16.5
 FQ0333:UTM  12      -  ALPHA AZ MK                              123 23 54.9
 FQ0333
 FQ0333|---------------------------------------------------------------------|
 FQ0333| PID    Reference Object                     Distance      Geod. Az  |
 FQ0333|                                                           dddmmss.s |
 FQ0333| CH2194 ALPHA AZ MK                                        1230021.0 |
 FQ0333| FQ0334 ALPHA RM 1                            9.149 METERS 18541     |
 FQ0333| FQ0332 ALPHA RM 2                           10.065 METERS 27721     |
 FQ0333|---------------------------------------------------------------------|
 FQ0333
 FQ0333                          SUPERSEDED SURVEY CONTROL
 FQ0333
 FQ0333  NAD 83(1986)-  35 07 04.27396(N)    111 40 57.77329(W) AD(       ) 2
 FQ0333  NAD 27      -  35 07 04.22760(N)    111 40 55.18560(W) AD(       ) 2
 FQ0333  NGVD 29 (??/??/92) 2114.467  (m)         6937.21   (f) ADJ UNCH    2 0
 FQ0333
 FQ0333.Superseded values are not recommended for survey control.
 FQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0333.See file dsdata.txt to determine how the superseded data were derived.
 FQ0333
 FQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3779086326(NAD 83)
 FQ0333_MARKER: DS = TRIANGULATION STATION DISK
 FQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0333_STAMPING: ALPH 1959
 FQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0333+STABILITY: SURFACE MOTION
 FQ0333
 FQ0333  HISTORY     - Date     Condition        Report By
 FQ0333  HISTORY     - 1959     MONUMENTED       CGS
 FQ0333  HISTORY     - 1959     GOOD             CGS
 FQ0333  HISTORY     - 1962     GOOD             USGS
 FQ0333  HISTORY     - 1966     GOOD             CGS
 FQ0333  HISTORY     - 1974     GOOD             NGS
 FQ0333
 FQ0333                          STATION DESCRIPTION
 FQ0333
 FQ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0333'THE STATION IS LOCATED ON THE SUMMIT OF A LOW WOODED RIDGE ABOUT
 FQ0333'2 MILES SOUTH OF THE FLAGSTAFF MUNICIPAL AIRPORT AND 0.15 MILE WEST
 FQ0333'OF INTERSTATE HIGHWAY 17, NOW UNDER CONSTRUCTION.
 FQ0333'
 FQ0333'TO REACH THE STATION FROM THE POST OFFICE IN FLAGSTAFF, GO
 FQ0333'SOUTH FOR 0.1 MILE TO SANTA FE AVENUE, TURN RIGHT AND GO TOWARD
 FQ0333'WILLIAMS FOR 0.8 MILE TO U.S. HIGHWAY 89-A.  GO SOUTH ON 89-A
 FQ0333'FOR 5.0 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 FQ0333'THE DIRT ROAD EASTERLY FOR 1.0 MILE TO AN UNDERPASS BENEATH THE
 FQ0333'NEW ROAD, TURN RIGHT ALONG THE WEST SIDE OF THE NEW ROAD AND
 FQ0333'GO 0.15 MILE TO THE NORTH END OF A DEEP HIGHWAY CUT.  THE
 FQ0333'AZIMUTH MARK IS AT THE TOP OF THE CUT ON THE EAST SIDE OF THE
 FQ0333'NEW HIGHWAY, DIAGONALLY ACROSS FROM THIS POINT.
 FQ0333'
 FQ0333'FROM THE NORTH END OF THE HIGHWAY CUT ON THE WEST SIDE OF THE
 FQ0333'HIGHWAY, GO SOUTH ALONG THE TOP OF THE CUT FOR 300 FEET, TURN
 FQ0333'RIGHT AND GO 0.2 MILE UPGRADE TO THE TOP OF THE RIDGE AND THE
 FQ0333'STATION IN A SMALL PINE GROVE.
 FQ0333'
 FQ0333'THE STATION MARK IS A STANDARD DISK STAMPED ALPHA 1959, SET
 FQ0333'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS 12.6
 FQ0333'FEET NORTHEAST OF A 12-INCH PINE TREE WITH A WITNESS POST
 FQ0333'SIGN ATTACHED TO THE TRUNK.
 FQ0333'
 FQ0333'R.M. 1 IS A STANDARD DISK STAMPED ALPHA NO 1 1959, SET IN A
 FQ0333'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 23.7
 FQ0333'FEET SOUTHEAST OF THE PINE TREE WITNESS POST.
 FQ0333'
 FQ0333'R.M. 2 IS A STANDARD DISK STAMPED ALPHA NO 2 1959, SET IN A
 FQ0333'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 25.3
 FQ0333'FEET NORTHWEST OF THE PINE TREE WITNESS POST.
 FQ0333'
 FQ0333'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALPHA 1959, CEMENTED
 FQ0333'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.  IT IS 12.2
 FQ0333'FEET NORTHWEST OF A 10-INCH PINE TREE WITH A WITNESS POST SIGN
 FQ0333'ATTACHED TO THE TRUNK, AT THE TOP OF THE HIGHEST PART OF THE
 FQ0333'HIGHWAY CUT BANK.
 FQ0333
 FQ0333                          STATION RECOVERY (1959)
 FQ0333
 FQ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0333'6.5 MI SW FROM FLAGSTAFF.
 FQ0333'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0333'RAILROAD STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S.
 FQ0333'HIGHWAY 89A, THENCE EASTERLY ALONG A DIRT ROAD FOR 0.8 MILES UNTIL
 FQ0333'REACHING THE NEW HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE
 FQ0333'OF THE HIGHWAY TO THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT
 FQ0333'0.2 MILE WEST TO THE TOP OF THE HILL AND THE STATION IN A SMALL PINE
 FQ0333'GROVE, 12.6 FEET NORTHEAST OF A 12 INCH PINE TREE WITH A WITNESS SIGN
 FQ0333'ATTACHED TO THE TRUNK, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0333'POST THAT PROJECTS 1 INCH.
 FQ0333
 FQ0333                          STATION RECOVERY (1962)
 FQ0333
 FQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0333'RECOVERED IN GOOD CONDITION.
 FQ0333
 FQ0333                          STATION RECOVERY (1966)
 FQ0333
 FQ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0333'THE STATION R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED
 FQ0333'AS DESCRIBED IN THE 1959 DESCRIPTION.
 FQ0333
 FQ0333                          STATION RECOVERY (1974)
 FQ0333
 FQ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0333'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FQ0333'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  DUE
 FQ0333'TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 FQ0333'
 FQ0333'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 FQ0333'HIGHWAYS 17 AND 40 IN FLAGSTAFF, GO SOUTH ALONG I-17 FOR 2.7
 FQ0333'MILES TO THE FLAGSTAFF AIRPORT EXIT, CONTINUE SOUTH ALONG I-17
 FQ0333'FOR 1.65 MILES TO A LARGE HIGHWAY CUTBANK.  THE AZIMUTH MARK IS
 FQ0333'ON TOP OF THE SOUTH CUTBANK AND THE STATION IS ON TOP OF THE PINE
 FQ0333'COVERED RIDGE ON THE NORTH SIDE OF THE ROAD ABOUT 0.15 MILE
 FQ0333'FROM THE SOUTH BOUND LANE.
 FQ0333'
 FQ0333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 FQ0333'SOUTH OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0334 ***********************************************************************
 FQ0334  DESIGNATION -  ALPHA RM 1
 FQ0334  PID         -  FQ0334
 FQ0334  STATE/COUNTY-  AZ/COCONINO
 FQ0334  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0334
 FQ0334                         *CURRENT SURVEY CONTROL
 FQ0334  ___________________________________________________________________
 FQ0334* NAD 83(1986)-  35 07 04.     (N)    111 40 58.     (W)     SCALED    
 FQ0334* NAVD 88     -      2115.461  (meters)    6940.48   (feet)  ADJUSTED  
 FQ0334  ___________________________________________________________________
 FQ0334  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0334  DYNAMIC HT  -        2112.455 (meters)    6930.61  (feet)  COMP
 FQ0334  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0334
 FQ0334  VERT ORDER  -  SECOND    CLASS 0
 FQ0334
 FQ0334.The horizontal coordinates were scaled from a topographic map and have
 FQ0334.an estimated accuracy of +/- 6 seconds.
 FQ0334
 FQ0334.The orthometric height was determined by differential leveling
 FQ0334.and adjusted by the National Geodetic Survey in June 1991..
 FQ0334
 FQ0334.The geoid height was determined by GEOID03.
 FQ0334
 FQ0334.The dynamic height is computed by dividing the NAVD 88
 FQ0334.geopotential number by the normal gravity value computed on the
 FQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0334.degrees latitude (g = 980.6199 gals.).
 FQ0334
 FQ0334.The modeled gravity was interpolated from observed gravity values.
 FQ0334
 FQ0334;                    North         East    Units  Estimated Accuracy
 FQ0334;SPC AZ C     -   456,660.      234,680.      MT  (+/- 180 meters Scaled)
 FQ0334
 FQ0334                          SUPERSEDED SURVEY CONTROL
 FQ0334
 FQ0334  NGVD 29 (??/??/92) 2114.447  (m)         6937.15   (f) ADJ UNCH    2 0
 FQ0334
 FQ0334.Superseded values are not recommended for survey control.
 FQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0334.See file dsdata.txt to determine how the superseded data were derived.
 FQ0334
 FQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377863(NAD 83)
 FQ0334_MARKER: DR = REFERENCE MARK DISK
 FQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0334_STAMPING: ALPHA NO 1 1959
 FQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0334+STABILITY: SURFACE MOTION
 FQ0334
 FQ0334  HISTORY     - Date     Condition        Report By
 FQ0334  HISTORY     - 1959     MONUMENTED       CGS
 FQ0334  HISTORY     - 1960     GOOD             USGS
 FQ0334
 FQ0334                          STATION DESCRIPTION
 FQ0334
 FQ0334'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FQ0334'6.5 MI SW FROM FLAGSTAFF.
 FQ0334'0.7 MILE SOUTH AND WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0334'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0334'THENCE 0.8 MILE EASTERLY ALONG A DIRT ROAD UNTIL REACHING THE NEW
 FQ0334'HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE OF THE HIGHWAY TO
 FQ0334'THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT 0.2 WEST TO THE TOP
 FQ0334'OF THE HILL, 23.7 FEET SOUTHEAST OF THE WITNESS SIGN ATTACHED TO A
 FQ0334'PINE TREE, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0334'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0332 ***********************************************************************
 FQ0332  DESIGNATION -  ALPHA RM 2
 FQ0332  PID         -  FQ0332
 FQ0332  STATE/COUNTY-  AZ/COCONINO
 FQ0332  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0332
 FQ0332                         *CURRENT SURVEY CONTROL
 FQ0332  ___________________________________________________________________
 FQ0332* NAD 83(1986)-  35 07 04.     (N)    111 40 58.     (W)     SCALED    
 FQ0332* NAVD 88     -      2115.528  (meters)    6940.69   (feet)  ADJUSTED  
 FQ0332  ___________________________________________________________________
 FQ0332  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0332  DYNAMIC HT  -        2112.522 (meters)    6930.83  (feet)  COMP
 FQ0332  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0332
 FQ0332  VERT ORDER  -  SECOND    CLASS 0
 FQ0332
 FQ0332.The horizontal coordinates were scaled from a topographic map and have
 FQ0332.an estimated accuracy of +/- 6 seconds.
 FQ0332
 FQ0332.The orthometric height was determined by differential leveling
 FQ0332.and adjusted by the National Geodetic Survey in June 1991..
 FQ0332
 FQ0332.The geoid height was determined by GEOID03.
 FQ0332
 FQ0332.The dynamic height is computed by dividing the NAVD 88
 FQ0332.geopotential number by the normal gravity value computed on the
 FQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0332.degrees latitude (g = 980.6199 gals.).
 FQ0332
 FQ0332.The modeled gravity was interpolated from observed gravity values.
 FQ0332
 FQ0332;                    North         East    Units  Estimated Accuracy
 FQ0332;SPC AZ C     -   456,660.      234,680.      MT  (+/- 180 meters Scaled)
 FQ0332
 FQ0332                          SUPERSEDED SURVEY CONTROL
 FQ0332
 FQ0332  NGVD 29 (??/??/92) 2114.515  (m)         6937.37   (f) ADJ UNCH    2 0
 FQ0332
 FQ0332.Superseded values are not recommended for survey control.
 FQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0332.See file dsdata.txt to determine how the superseded data were derived.
 FQ0332
 FQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377863(NAD 83)
 FQ0332_MARKER: DR = REFERENCE MARK DISK
 FQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0332_STAMPING: ALPHA NO 2 1959
 FQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0332+STABILITY: SURFACE MOTION
 FQ0332
 FQ0332  HISTORY     - Date     Condition        Report By
 FQ0332  HISTORY     - 1959     MONUMENTED       CGS
 FQ0332  HISTORY     - 1962     GOOD             USGS
 FQ0332
 FQ0332                          STATION DESCRIPTION
 FQ0332
 FQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0332'5.0 MI S FROM FLAGSTAFF.
 FQ0332'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0332'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0332'THENCE 0.8 MILE EASTERLY ALONG A DIRT ROAD UNTIL REACHING THE NEW
 FQ0332'HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE OF THE HIGHWAY TO
 FQ0332'THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT 0.2 MILE WEST TO THE
 FQ0332'TOP OF THE HILL, 25.3 FEET NORTHWEST OF THE WITNESS SIGN ATTACHED TO A
 FQ0332'PINE TREE, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0332'INCHES.
 FQ0332
 FQ0332                          STATION RECOVERY (1962)
 FQ0332
 FQ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0513 ***********************************************************************
 GP0513  DESIGNATION -  ALT
 GP0513  PID         -  GP0513
 GP0513  STATE/COUNTY-  AZ/COCONINO
 GP0513  USGS QUAD   -  NANKOWEAP MESA (1988)
 GP0513
 GP0513                         *CURRENT SURVEY CONTROL
 GP0513  ___________________________________________________________________
 GP0513* NAD 83(1992)-  36 20 29.79825(N)    111 47 26.19419(W)     ADJUSTED  
 GP0513* NAVD 88     -      1811.8    (meters)    5944.     (feet)  VERTCON   
 GP0513  ___________________________________________________________________
 GP0513  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GP0513  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0513
 GP0513  HORZ ORDER  -  THIRD
 GP0513
 GP0513.The horizontal coordinates were established by classical geodetic methods
 GP0513.and adjusted by the National Geodetic Survey in August 1993..
 GP0513
 GP0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0513
 GP0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0513
 GP0513.The geoid height was determined by GEOID03.
 GP0513
 GP0513;                    North         East     Units Scale Factor Converg.
 GP0513;SPC AZ C     -   592,422.333   224,675.430   MT  0.99990158   +0 04 28.9
 GP0513;SPC AZ C     - 1,943,642.82    737,124.11   iFT  0.99990158   +0 04 28.9
 GP0513;UTM  12      - 4,022,129.232   429,052.148   MT  0.99966202   -0 28 06.7
 GP0513
 GP0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0513!SPC AZ C     -   0.99971932  x   0.99990158  =   0.99962093
 GP0513!UTM  12      -   0.99971932  x   0.99966202  =   0.99938143
 GP0513
 GP0513:                Primary Azimuth Mark                     Grid Az
 GP0513:SPC AZ C     -  SADDLE                                   257 03 41.3
 GP0513:UTM  12      -  SADDLE                                   257 36 16.9
 GP0513
 GP0513|---------------------------------------------------------------------|
 GP0513| PID    Reference Object                     Distance      Geod. Az  |
 GP0513|                                                           dddmmss.s |
 GP0513| GP0599 SADDLE                              APPROX.14.7 KM 2570810.2 |
 GP0513|---------------------------------------------------------------------|
 GP0513
 GP0513                          SUPERSEDED SURVEY CONTROL
 GP0513
 GP0513  NAD 83(1986)-  36 20 29.79764(N)    111 47 26.18973(W) AD(       ) 3
 GP0513  NGVD 29 (05/08/89) 1810.8    (m)         5941.     (f) VERT ANG       
 GP0513
 GP0513.Superseded values are not recommended for survey control.
 GP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0513.See file dsdata.txt to determine how the superseded data were derived.
 GP0513
 GP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2905222129(NAD 83)
 GP0513_MARKER: DD = SURVEY DISK
 GP0513_SETTING: 66 = SET IN ROCK OUTCROP
 GP0513_SP_SET: SET IN ROCK OUTCROP
 GP0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0513+STABILITY: POSITION/ELEVATION WELL
 GP0513
 GP0513  HISTORY     - Date     Condition        Report By
 GP0513  HISTORY     - 1954     MONUMENTED       USGS
 GP0513
 GP0513                          STATION DESCRIPTION
 GP0513
 GP0513'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0513'LOCATED ABOUT 8.5 MI SSW. OF SHINUMO ALTAR BUTTE, 15 MI WSW. OF
 GP0513'CEDAR RIDGE TRADING POST, 4.5 MI E. OF COLORADO RIVER.  ON LOW
 GP0513'RIDGE BETWEEN TWO NORTH FLOWING DRAINS.
 GP0513'
 GP0513'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0513'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 2.1 MI W.
 GP0513'TO RD. FORKS.  TAKE LEFT FORK AND DRIVE 1.6 MI TO RD. FORKS.  TAKE
 GP0513'RIGHT FORK AND GO 0.6 MI W. TO DIM TRAIL FORK LEADING SW.  FOLLOW
 GP0513'DIM TRAIL 4.1 MI CROSS-COUNTRY AND UP INTO NORTH FLOWING DRAIN.
 GP0513'GO 0.25 MI E. TO TOP OF RIDGE AND STATION.
 GP0513'
 GP0513'STATION MARK--STANDARD TABLET STAMPED---ALT 1953---, CEMENTED IN
 GP0513'SOLID ROCK OUTCROP.
 GP0513'
 GP0513'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN SOLID ROCK
 GP0513'OUTCROP.
 GP0513'
 GP0513'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN SOLID ROCK
 GP0513'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1131 ***********************************************************************
 CG1131  DESIGNATION -  ALTAR
 CG1131  PID         -  CG1131
 CG1131  STATE/COUNTY-  AZ/PIMA
 CG1131  USGS QUAD   -  MILDRED PEAK (1979)
 CG1131
 CG1131                         *CURRENT SURVEY CONTROL
 CG1131  ___________________________________________________________________
 CG1131* NAD 83(1992)-  31 39 29.04128(N)    111 30 17.25421(W)     ADJUSTED  
 CG1131* NAVD 88     -      1068.77   (+/-2cm)    3506.5    (feet)  VERTCON   
 CG1131  ___________________________________________________________________
 CG1131  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CG1131  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG1131
 CG1131  HORZ ORDER  -  FIRST
 CG1131  VERT ORDER  -  THIRD ? (See Below)
 CG1131
 CG1131.The horizontal coordinates were established by classical geodetic methods
 CG1131.and adjusted by the National Geodetic Survey in August 1993..
 CG1131
 CG1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1131.The vertical order pertains to the NGVD 29 superseded value.
 CG1131
 CG1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1131
 CG1131.The geoid height was determined by GEOID03.
 CG1131
 CG1131;                    North         East     Units Scale Factor Converg.
 CG1131;SPC AZ C     -    73,029.663   252,419.239   MT  0.99991881   +0 12 58.2
 CG1131;SPC AZ C     -   239,598.63    828,147.11   iFT  0.99991881   +0 12 58.2
 CG1131;UTM  12      - 3,502,646.672   452,143.241   MT  0.99962825   -0 15 53.8
 CG1131
 CG1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1131!SPC AZ C     -   0.99983694  x   0.99991881  =   0.99975577
 CG1131!UTM  12      -   0.99983694  x   0.99962825  =   0.99946525
 CG1131
 CG1131|---------------------------------------------------------------------|
 CG1131| PID    Reference Object                     Distance      Geod. Az  |
 CG1131|                                                           dddmmss.s |
 CG1131| CH4161 ALTAR RM 1                           21.212 METERS 00038     |
 CG1131| CH4162 ALTAR RM 2                           20.189 METERS 08725     |
 CG1131| CH4163 ALTAR RM 3 AZIMUTH                                 1043157.6 |
 CG1131| CG1098 PUERTECITO                          APPROX. 4.7 KM 1645026.7 |
 CG1131| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.15.2 KM 3252714.0 |
 CG1131|---------------------------------------------------------------------|
 CG1131
 CG1131                          SUPERSEDED SURVEY CONTROL
 CG1131
 CG1131  NAD 83(1986)-  31 39 29.03185(N)    111 30 17.25257(W) AD(       ) 1
 CG1131  NAD 27      -  31 39 28.71600(N)    111 30 14.86800(W) AD(       ) 1
 CG1131  NGVD 29 (07/19/86) 1067.99   (m)         3503.9    (f) LEVELING    3  
 CG1131
 CG1131.Superseded values are not recommended for survey control.
 CG1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1131.See file dsdata.txt to determine how the superseded data were derived.
 CG1131
 CG1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5214302647(NAD 83)
 CG1131_MARKER: DS = TRIANGULATION STATION DISK
 CG1131_SETTING: 80 = SET IN A BOULDER
 CG1131_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1131
 CG1131  HISTORY     - Date     Condition        Report By
 CG1131  HISTORY     - 1935     MONUMENTED       CGS
 CG1131  HISTORY     - 1951     GOOD             CGS
 CG1131  HISTORY     - 1951     GOOD             NGS
 CG1131  HISTORY     - 1968     GOOD             AMS
 CG1131
 CG1131                          STATION DESCRIPTION
 CG1131
 CG1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1131'TO REACH FROM SASABE, GO NORTH 5.6 MILES TO GILL RANCH MAIL BOX
 CG1131'(A LARGE WHITE WOODEN FIXTURE ON THE RIGHT SIDE OF THE ROAD),
 CG1131'CONTINUE ON THE SASABE-TUCSON ROAD FOR 24 MILES, PASS THROUGH
 CG1131'CATTLE GUARD, GO 1.8 MILES TO TWO GAME REFUGE SIGNS ON THE LEFT
 CG1131'OF THE ROAD, GO STRAIGHT AHEAD 1.5 MILES, TURN LEFT AND FOLLOW
 CG1131'TRACKS CROSS-COUNTRY ON LOW RIDGE BETWEEN TWO WASHES FOR 0.7
 CG1131'MILE TO STATION.  MARKED BY A STANDARD BRONZE DISK.
 CG1131'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1131'DISK, IS 21.212 METERS (69.59 FEET) FROM STATION
 CG1131'N 00 DEG 38 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CG1131'BRONZE REFERENCE DISK, IS 20.189 METERS (66.24 FEET)
 CG1131'FROM STATION N 87 DEG 25 MIN E. AZIMUTH MARK, A
 CG1131'STANDARD BRONZE DISK, IS ON THE WEST SIDE OF
 CG1131'HIGHWAY AND 0.7 MILE FROM STATION S 75 DEG 28 MIN E.
 CG1131
 CG1131                          STATION RECOVERY (1951)
 CG1131
 CG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG1131'STATION, REFERENCE, AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 CG1131'WITNESS POSTS SET NEAR R.M. 2 AND AZIMUTH MARK.  DESCRIPTION
 CG1131'FOLLOWS--
 CG1131'
 CG1131'STATION IS ABOUT 12-1/2 MILES N OF THE SASABE SCHOOLHOUSE ON
 CG1131'THE THREE POINTS-SASABE ROAD, ON A LOW FLAT RIDGE 0.7 MILE W OF
 CG1131'THE MAIN ROAD.
 CG1131'
 CG1131'TO REACH FROM SASABE, GO 12-1/2 MILES N OF THE SASABE SCHOOLHOUSE
 CG1131'ALONG THE THREE POINTS-SASABE ROAD, THENCE 0.7 MILE W ALONG THE
 CG1131'HIGHEST GROUND TO A N-S FENCE LINE.
 CG1131'
 CG1131'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 CG1131'BOULDER AND IS STAMPED ALTAR 1935.  IT IS 66.3 FEET W OF R.M.
 CG1131'2, 69.6 FEET S OF R.M. 1, 53.2 FEET E OF THE FENCE LINE, AND ABOUT
 CG1131'0.5 FOOT ABOVE THE GROUND.
 CG1131'
 CG1131'R.M. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER
 CG1131'AND IS STAMPED ALTAR NO 1 1935.  IT IS 93.3 FEET NW OF R.M. 2,
 CG1131'54 FEET E OF THE FENCE LINE, AND ABOUT 0.3 FOOT ABOVE THE GROUND.
 CG1131'
 CG1131'R.M. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER
 CG1131'AND IS STAMPED ALTAR NO 2 1935.  IT IS 2.2 FEET N OF THE WITNESS
 CG1131'POST AND ABOUT 0.3 FOOT ABOVE THE GROUND.
 CG1131'
 CG1131'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 CG1131'BOULDER PROJECTING 0.5 FOOT AND IS STAMPED ALTAR AZIMUTH NO 3
 CG1131'1935.  IT IS 0.7 MILE E OF THE STATION, 209 FEET N OF THE CENTER
 CG1131'OF THE ROAD AND WASH CROSSING THE ROAD, 40 FEET W OF THE CENTER
 CG1131'LINE OF THE ROAD, 2.5 FEET N OF A WITNESS POST, AND ABOUT 1 FOOT
 CG1131'HIGHER THAN THE ROAD.
 CG1131'
 CG1131'WITNESS POSTS ARE MADE OF 4- BY 4-INCH WOODEN POSTS PAINTED
 CG1131'WHITE, WITH THE LETTERS U.S.B.M. STENCILED ON THEM, AND PROJECTING
 CG1131'18 INCHES ABOVE THE GROUND.  THEY WERE SET 2.2 FEET S OF R.M.
 CG1131'2 AND ALTAR AZIMUTH.
 CG1131'
 CG1131'DISTANCE TO REFERENCE MARKS WERE MEASURED TO THE CLOSEST TENTH
 CG1131'OF A FOOT, DIRECTIONS WERE NOT CHECKED.
 CG1131
 CG1131                          STATION RECOVERY (1951)
 CG1131
 CG1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG1131'13.15 MI N FROM SASABE.
 CG1131'12.45 MILES NORTH ALONG THE THREE POINT-SASABE ROAD FROM THE SCHOOL
 CG1131'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG1131'MILE WEST OF A ROAD ALONG THE TOP OF A LOW FLAT RIDGE TO A FENCE LINE,
 CG1131'66.3 FEET WEST OF R M NO 2, 69.6 FEET SOUTH OF R M NO 1, 53.2 FEET
 CG1131'EAST OF THE FENCE LINE, AND ABOUT 0.5 FOOT ABOVE THE GROUND, AND SET
 CG1131'IN THE TOP OF A SMALL WHITE BOULDER PROJECTING ABOUT 0.5 FOOT ABOVE
 CG1131'THE GROUND.
 CG1131
 CG1131                          STATION RECOVERY (1968)
 CG1131
 CG1131'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 CG1131'STA MARK AND R.M. NO 1 AND R.M. NO 2 FOUND IN GOOD CONDITION.
 CG1131'AZ. MK. SEARCHED FOR BUT NOT FOUND.  AZ. MK. BELIEVED DESTROYED
 CG1131'BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0438 ***********************************************************************
 CG0438  DESIGNATION -  ALTAR AZ MK
 CG0438  PID         -  CG0438
 CG0438  STATE/COUNTY-  AZ/PIMA
 CG0438  USGS QUAD   -  LAS GUIJAS (1983)
 CG0438
 CG0438                         *CURRENT SURVEY CONTROL
 CG0438  ___________________________________________________________________
 CG0438* NAD 83(1986)-  31 39 19.     (N)    111 29 37.     (W)     SCALED    
 CG0438* NAVD 88     -      1052.14   (+/-2cm)    3451.9    (feet)  VERTCON   
 CG0438  ___________________________________________________________________
 CG0438  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0438
 CG0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0438
 CG0438.The horizontal coordinates were scaled from a topographic map and have
 CG0438.an estimated accuracy of +/- 6 seconds.
 CG0438
 CG0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0438.The vertical order pertains to the NGVD 29 superseded value.
 CG0438
 CG0438.The geoid height was determined by GEOID03.
 CG0438
 CG0438;                    North         East    Units  Estimated Accuracy
 CG0438;SPC AZ C     -    72,720.      253,480.      MT  (+/- 180 meters Scaled)
 CG0438
 CG0438                          SUPERSEDED SURVEY CONTROL
 CG0438
 CG0438  NGVD 29 (??/??/92) 1051.36   (m)         3449.3    (f) COMPUTED    2 0
 CG0438
 CG0438.Superseded values are not recommended for survey control.
 CG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0438.See file dsdata.txt to determine how the superseded data were derived.
 CG0438
 CG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA532023(NAD 83)
 CG0438_MARKER: DB = BENCH MARK DISK
 CG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0438_STAMPING: ALTAR AZIMUTH NO 3
 CG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0438+STABILITY: SURFACE MOTION
 CG0438
 CG0438  HISTORY     - Date     Condition        Report By
 CG0438  HISTORY     - UNK      MONUMENTED       CGS
 CG0438  HISTORY     - 1951     GOOD             NGS
 CG0438  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0438
 CG0438                          STATION DESCRIPTION
 CG0438
 CG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0438'12.45 MI N FROM SASABE.
 CG0438'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0438'HOUSE AT SASABE, SET IN THE TOP OF A SMALL RED BOULDER, 209 FEET NORTH
 CG0438'OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 40 FEET WEST
 CG0438'OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF THE WITNESS POST,
 CG0438'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND BOULDER PROJECTS 0.5 FOOT
 CG0438'ABOVE THE GROUND.
 CG0438
 CG0438                          STATION RECOVERY (1975)
 CG0438
 CG0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0440 ***********************************************************************
 CG0440  DESIGNATION -  ALTAR RM 1
 CG0440  PID         -  CG0440
 CG0440  STATE/COUNTY-  AZ/PIMA
 CG0440  USGS QUAD   -  MILDRED PEAK (1979)
 CG0440
 CG0440                         *CURRENT SURVEY CONTROL
 CG0440  ___________________________________________________________________
 CG0440* NAD 83(1986)-  31 39 29.     (N)    111 30 16.     (W)     SCALED    
 CG0440* NAVD 88     -      1068.44   (+/-2cm)    3505.4    (feet)  VERTCON   
 CG0440  ___________________________________________________________________
 CG0440  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0440
 CG0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0440
 CG0440.The horizontal coordinates were scaled from a topographic map and have
 CG0440.an estimated accuracy of +/- 6 seconds.
 CG0440
 CG0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0440.The vertical order pertains to the NGVD 29 superseded value.
 CG0440
 CG0440.The geoid height was determined by GEOID03.
 CG0440
 CG0440;                    North         East    Units  Estimated Accuracy
 CG0440;SPC AZ C     -    73,030.      252,450.      MT  (+/- 180 meters Scaled)
 CG0440
 CG0440                          SUPERSEDED SURVEY CONTROL
 CG0440
 CG0440  NGVD 29 (??/??/92) 1067.661  (m)         3502.82   (f) ADJ UNCH    2 0
 CG0440
 CG0440.Superseded values are not recommended for survey control.
 CG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0440.See file dsdata.txt to determine how the superseded data were derived.
 CG0440
 CG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA521026(NAD 83)
 CG0440_MARKER: DR = REFERENCE MARK DISK
 CG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0440_STAMPING: ALTAR NO 1 1935
 CG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0440+STABILITY: SURFACE MOTION
 CG0440
 CG0440  HISTORY     - Date     Condition        Report By
 CG0440  HISTORY     - 1935     MONUMENTED       CGS
 CG0440  HISTORY     - 1951     GOOD             NGS
 CG0440
 CG0440                          STATION DESCRIPTION
 CG0440
 CG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0440'13.15 MI N FROM SASABE.
 CG0440'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0440'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG0440'MILE WEST OF THE MAIN ROAD ALONG THE TOP OF A LOW FLAT TOP RIDGE TO A
 CG0440'NORTH SOUTH FENCE LINE, AND SET IN THE TOP OF A SMALL RED BOULDER,
 CG0440'93.3 FEET NORTHWEST OF R M NO 2, 69.6 FEET NORTH OF THE STATION ALTAR,
 CG0440'54 FEET EAST OF THE FENCE LINE LEADING NORTHSOUTH, AND ABOUT 0.3 FOOT
 CG0440'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0441 ***********************************************************************
 CG0441  DESIGNATION -  ALTAR RM 2
 CG0441  PID         -  CG0441
 CG0441  STATE/COUNTY-  AZ/PIMA
 CG0441  USGS QUAD   -  MILDRED PEAK (1979)
 CG0441
 CG0441                         *CURRENT SURVEY CONTROL
 CG0441  ___________________________________________________________________
 CG0441* NAD 83(1986)-  31 39 28.     (N)    111 30 15.     (W)     SCALED    
 CG0441* NAVD 88     -      1068.26   (+/-2cm)    3504.8    (feet)  VERTCON   
 CG0441  ___________________________________________________________________
 CG0441  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0441
 CG0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0441
 CG0441.The horizontal coordinates were scaled from a topographic map and have
 CG0441.an estimated accuracy of +/- 6 seconds.
 CG0441
 CG0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0441.The vertical order pertains to the NGVD 29 superseded value.
 CG0441
 CG0441.The geoid height was determined by GEOID03.
 CG0441
 CG0441;                    North         East    Units  Estimated Accuracy
 CG0441;SPC AZ C     -    73,000.      252,480.      MT  (+/- 180 meters Scaled)
 CG0441
 CG0441                          SUPERSEDED SURVEY CONTROL
 CG0441
 CG0441  NGVD 29 (??/??/92) 1067.478  (m)         3502.22   (f) ADJ UNCH    2 0
 CG0441
 CG0441.Superseded values are not recommended for survey control.
 CG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0441.See file dsdata.txt to determine how the superseded data were derived.
 CG0441
 CG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA522026(NAD 83)
 CG0441_MARKER: DR = REFERENCE MARK DISK
 CG0441_SETTING: 80 = SET IN A BOULDER
 CG0441_SP_SET: BOULDER
 CG0441_STAMPING: ALTAR NO 2 1935
 CG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0441+STABILITY: SURFACE MOTION
 CG0441
 CG0441  HISTORY     - Date     Condition        Report By
 CG0441  HISTORY     - 1935     MONUMENTED       CGS
 CG0441  HISTORY     - 1951     GOOD             NGS
 CG0441
 CG0441                          STATION DESCRIPTION
 CG0441
 CG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0441'13.15 MI N FROM SASABE.
 CG0441'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0441'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG0441'MILE WEST OF THE MAIN ROAD ALONG THE TOP OF A LOW FLAT RIDGE, 93.3
 CG0441'FEET SOUTHWEST OF R M NO 1, 66.3 FEET EAST OF THE STATION ALTAR, 2.2
 CG0441'FEET NORTH OF THE WITNESS POST, AND ABOUT 0.3 FOOT ABOVE THE GROUND,
 CG0441'AND SET IN THE TOP OF A SMALL WHITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0186 ***********************************************************************
 FQ0186  DESIGNATION -  ALTO
 FQ0186  PID         -  FQ0186
 FQ0186  STATE/COUNTY-  AZ/COCONINO
 FQ0186  USGS QUAD   -  WINONA (1974)
 FQ0186
 FQ0186                         *CURRENT SURVEY CONTROL
 FQ0186  ___________________________________________________________________
 FQ0186* NAD 83(1992)-  35 12 12.10910(N)    111 27 39.82390(W)     ADJUSTED  
 FQ0186* NAVD 88     -      1971.201  (meters)    6467.18   (feet)  ADJUSTED  
 FQ0186  ___________________________________________________________________
 FQ0186  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FQ0186  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0186  DYNAMIC HT  -        1968.413 (meters)    6458.03  (feet)  COMP
 FQ0186  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0186
 FQ0186  HORZ ORDER  -  SECOND
 FQ0186  VERT ORDER  -  FIRST     CLASS II
 FQ0186
 FQ0186.The horizontal coordinates were established by classical geodetic methods
 FQ0186.and adjusted by the National Geodetic Survey in August 1993..
 FQ0186
 FQ0186.The orthometric height was determined by differential leveling
 FQ0186.and adjusted by the National Geodetic Survey in June 1991..
 FQ0186
 FQ0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0186
 FQ0186.The geoid height was determined by GEOID03.
 FQ0186
 FQ0186.The dynamic height is computed by dividing the NAVD 88
 FQ0186.geopotential number by the normal gravity value computed on the
 FQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0186.degrees latitude (g = 980.6199 gals.).
 FQ0186
 FQ0186.The modeled gravity was interpolated from observed gravity values.
 FQ0186
 FQ0186;                    North         East     Units Scale Factor Converg.
 FQ0186;SPC AZ C     -   466,228.702   254,844.134   MT  0.99992120   +0 15 45.5
 FQ0186;SPC AZ C     - 1,529,621.73    836,102.80   iFT  0.99992120   +0 15 45.5
 FQ0186;UTM  12      - 3,895,693.044   458,031.516   MT  0.99962171   -0 15 56.9
 FQ0186
 FQ0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0186!SPC AZ C     -   0.99969437  x   0.99992120  =   0.99961560
 FQ0186!UTM  12      -   0.99969437  x   0.99962171  =   0.99931620
 FQ0186
 FQ0186|---------------------------------------------------------------------|
 FQ0186| PID    Reference Object                     Distance      Geod. Az  |
 FQ0186|                                                           dddmmss.s |
 FQ0186| FQ0187 ALTO RM 1                            34.582 METERS 04646     |
 FQ0186| CH2195 ALTO AZ MK                                         0934233.7 |
 FQ0186| FQ0185 ALTO RM 2                            19.347 METERS 18844     |
 FQ0186|---------------------------------------------------------------------|
 FQ0186
 FQ0186                          SUPERSEDED SURVEY CONTROL
 FQ0186
 FQ0186  NAD 83(1986)-  35 12 12.10347(N)    111 27 39.82405(W) AD(       ) 2
 FQ0186  NAD 27      -  35 12 12.06490(N)    111 27 37.25480(W) AD(       ) 2
 FQ0186  NGVD 29 (??/??/92) 1970.187  (m)         6463.86   (f) ADJ UNCH    1 2
 FQ0186
 FQ0186.Superseded values are not recommended for survey control.
 FQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0186.See file dsdata.txt to determine how the superseded data were derived.
 FQ0186
 FQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5803295693(NAD 83)
 FQ0186_MARKER: DS = TRIANGULATION STATION DISK
 FQ0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0186_STAMPING: ALTO 1958
 FQ0186_MARK LOGO: CGS   
 FQ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0186
 FQ0186  HISTORY     - Date     Condition        Report By
 FQ0186  HISTORY     - 1958     MONUMENTED       CGS
 FQ0186  HISTORY     - 1958     GOOD             CGS
 FQ0186  HISTORY     - 1958     GOOD             NGS
 FQ0186  HISTORY     - 1959     GOOD             CGS
 FQ0186  HISTORY     - 1967     MARK NOT FOUND   USGS
 FQ0186  HISTORY     - 1983     GOOD             NGS
 FQ0186
 FQ0186                          STATION DESCRIPTION
 FQ0186
 FQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0186'THE STATION IS LOCATED ON THE TOP OF A LOW WOODED RIDGE THAT IS
 FQ0186'ABOUT 11 MILES EAST OF THE CENTER OF FLAGSTAFF, 3 MILES WEST
 FQ0186'OF WINONA AND 275 FEET NORTH OF U.S. HIGHWAY 66.
 FQ0186'
 FQ0186'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0186'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES
 FQ0186'TO A POINT WHERE U.S. HIGHWAY 89 TURNS LEFT, KEEP STRAIGHT
 FQ0186'AHEAD ON U.S. HIGHWAY 66 AND GO EAST FOR 4.7 MILES TO A T-ROAD
 FQ0186'RIGHT AND SIGN WALNUT CANYON CONTINUE EAST ON THE HIGHWAY
 FQ0186'FOR 3.0 MILES TO THE TOP OF A LOW RIDGE AND THE STATION ON
 FQ0186'THE LEFT.
 FQ0186'
 FQ0186'THE STATION MARK, STAMPED ALTO 1958, IS A STANDARD DISK WELDED
 FQ0186'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT
 FQ0186'IS 142 FEET NORTH OF A FENCELINE AND 12 FEET NORTHWEST OF
 FQ0186'A WITNESS SIGN POST.
 FQ0186'
 FQ0186'REFERENCE MARK NO. 1, STAMPED ALTO NO 1 1958, IS A STANDARD
 FQ0186'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0186'3 INCHES.  IT IS 121 FEET NORTHEAST OF A WITNESS SIGN POST
 FQ0186'AND 2 FEET LOWER THAN THE STATION.
 FQ0186'
 FQ0186'REFERENCE MARK NO. 2, STAMPED ALTO NO 2 1958, IS A STANDARD
 FQ0186'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 FQ0186'INCHES.  IT IS 79 FEET NORTH OF A FENCELINE AND 52 FEET SOUTH
 FQ0186'OF A WITNESS SIGN POST.
 FQ0186
 FQ0186                          STATION RECOVERY (1958)
 FQ0186
 FQ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0186'11.0 MI E FROM FLAGSTAFF.
 FQ0186'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0186'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 142 FEET NORTH OF A
 FQ0186'FENCELINE, 12 FEET NORTHWEST OF A WITNESS POST AND WELDED TO THE TOP
 FQ0186'OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 FQ0186
 FQ0186                          STATION RECOVERY (1958)
 FQ0186
 FQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0186'RECOVERED IN GOOD CONDITION.
 FQ0186
 FQ0186                          STATION RECOVERY (1959)
 FQ0186
 FQ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0186'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 FQ0186'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FQ0186'
 FQ0186'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON U.S.
 FQ0186'HIGHWAY 66 FOR 0.65 MILE TO THE MARK ON THE LEFT, NORTH.
 FQ0186'
 FQ0186'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ALTO 1958, CEMENTED
 FQ0186'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.  IT IS .05 MILE
 FQ0186'NORTHWEST OF HIGHWAY MILE POST 228, 37.3 FEET NORTHWEST OF A
 FQ0186'WITNESS SIGN POST, 33.5 FEET NORTH OF THE NORTH HIGHWAY RIGHT
 FQ0186'OF WAY FENCE AND 1 FOOT SOUTHWEST OF A SMALL CAIRN.
 FQ0186
 FQ0186                          STATION RECOVERY (1967)
 FQ0186
 FQ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JBB)
 FQ0186'A DILIGENT SEARCH WAS MADE BUT THE STATION COULD NOT BE
 FQ0186'FOUND.  THE PRESCRIBED AREA IS BARE OF VEGETATION IS WITHIN
 FQ0186'200 FT OF A HOUSE, NOTHING WAS SEEN, NEITHER REFERENCE MARKS
 FQ0186'NOR STATION.
 FQ0186
 FQ0186                          STATION RECOVERY (1983)
 FQ0186
 FQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0186'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0186'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0186'IN FLAGSTAFF, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 FQ0186'40, 61.6 METERS (202.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FQ0186'LANES OF THE HIGHWAY, 36.9 METERS (121.1 FT) NORTH OF THE CENTER OF
 FQ0186'THE WEST EXIT ROAD OF A REST AREA AND SET IN THE TOP OF A SHALLOW-SET
 FQ0186'PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 FQ0186'THE MARK IS 3.7 METERS  NW FROM A WITNESS POST.
 FQ0186'THE MARK IS 2.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1894 ***********************************************************************
 CZ1894  DESIGNATION -  ALTO
 CZ1894  PID         -  CZ1894
 CZ1894  STATE/COUNTY-  AZ/PINAL
 CZ1894  USGS QUAD   -  ORACLE (1988)
 CZ1894
 CZ1894                         *CURRENT SURVEY CONTROL
 CZ1894  ___________________________________________________________________
 CZ1894* NAD 83(1992)-  32 37 20.30509(N)    110 47 24.04451(W)     ADJUSTED  
 CZ1894* NAVD 88     -      1325.65   (+/-2cm)    4349.2    (feet)  VERTCON   
 CZ1894  ___________________________________________________________________
 CZ1894  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 CZ1894  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ1894
 CZ1894  HORZ ORDER  -  SECOND
 CZ1894  VERT ORDER  -  THIRD ? (See Below)
 CZ1894
 CZ1894.The horizontal coordinates were established by classical geodetic methods
 CZ1894.and adjusted by the National Geodetic Survey in August 1993..
 CZ1894
 CZ1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1894.The vertical order pertains to the NGVD 29 superseded value.
 CZ1894
 CZ1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1894
 CZ1894.The geoid height was determined by GEOID03.
 CZ1894
 CZ1894;                    North         East     Units Scale Factor Converg.
 CZ1894;SPC AZ C     -   180,429.599   319,088.081   MT  1.00003780   +0 36 26.8
 CZ1894;SPC AZ C     -   591,960.63  1,046,876.91   iFT  1.00003780   +0 36 26.8
 CZ1894;UTM  12      - 3,609,436.585   519,699.340   MT  0.99960479   +0 06 47.5
 CZ1894
 CZ1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1894!SPC AZ C     -   0.99979632  x   1.00003780  =   0.99983411
 CZ1894!UTM  12      -   0.99979632  x   0.99960479  =   0.99940119
 CZ1894
 CZ1894|---------------------------------------------------------------------|
 CZ1894| PID    Reference Object                     Distance      Geod. Az  |
 CZ1894|                                                           dddmmss.s |
 CZ1894| CC5951 ALTO RM 1                            17.715 METERS 08430     |
 CZ1894| CZ1893 ORACLE HILL                         APPROX. 3.9 KM 1503704.4 |
 CZ1894| CC5952 ALTO RM 2                            13.478 METERS 26434     |
 CZ1894|---------------------------------------------------------------------|
 CZ1894
 CZ1894                          SUPERSEDED SURVEY CONTROL
 CZ1894
 CZ1894  NAD 83(1986)-  32 37 20.30252(N)    110 47 24.04060(W) AD(       ) 2
 CZ1894  NAD 27      -  32 37 20.04844(N)    110 47 21.67895(W) AD(       ) 2
 CZ1894  NGVD 29 (07/19/86) 1324.89   (m)         4346.7    (f) LEVELING    3  
 CZ1894
 CZ1894.Superseded values are not recommended for survey control.
 CZ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1894.See file dsdata.txt to determine how the superseded data were derived.
 CZ1894
 CZ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1969909437(NAD 83)
 CZ1894_MARKER: DD = SURVEY DISK
 CZ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1894
 CZ1894  HISTORY     - Date     Condition        Report By
 CZ1894  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1894
 CZ1894                          STATION DESCRIPTION
 CZ1894
 CZ1894'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1894'THE STATION IS ABOUT 1.7 MILES WEST NORTHWEST OF ORACLE, 9
 CZ1894'MILES EAST NORTHEAST OF ORACLE JUNCTION ON THE SOUTH SIDE OF
 CZ1894'ARIZONA HWY. 77 ON TOP OF A HWY. CUT.
 CZ1894'
 CZ1894'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ALTO 1977
 CZ1894'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 CZ1894'PROJECTS 0.4 FEET.  THE MARK IS 95 FEET SOUTH OF
 CZ1894'HWY. CENTERLINE IN THE SOUTH R/W OF HWY. 77 AND IS MARKED BY
 CZ1894'A WITNESS POST AND SIGN 3 FEET TO THE SOUTH.
 CZ1894'
 CZ1894'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ALTO RM
 CZ1894'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1894'PROJECTING 0.5 FEET.  THE MARK IS 1 FOOT INSIDE THE SOUTH R/W
 CZ1894'FENCE.
 CZ1894'
 CZ1894'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ALTO RM
 CZ1894'1 AND IS EPOXIED TO A BOULDER WHICH IS 6 FEET INSIDE THE SOUTH
 CZ1894'R/W FENCELINE.
 CZ1894'
 CZ1894'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80-89 AND
 CZ1894'ARIZONA HWY. 77 AT ORACLE JUNCTION, TRAVEL EAST NORTHEAST ON
 CZ1894'HWY. 77 TO MILE POST 100.99 TO THE STATION ON THE RIGHT (SOUTH)
 CZ1894'ON TOP OF A HWY. CUT INSIDE THE SOUTH R/W FENCE.
 CZ1894'
 CZ1894'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0187 ***********************************************************************
 FQ0187  DESIGNATION -  ALTO RM 1
 FQ0187  PID         -  FQ0187
 FQ0187  STATE/COUNTY-  AZ/COCONINO
 FQ0187  USGS QUAD   -  WINONA (1974)
 FQ0187
 FQ0187                         *CURRENT SURVEY CONTROL
 FQ0187  ___________________________________________________________________
 FQ0187* NAD 83(1986)-  35 12 12.     (N)    111 27 40.     (W)     SCALED    
 FQ0187* NAVD 88     -      1969.897  (meters)    6462.90   (feet)  ADJUSTED  
 FQ0187  ___________________________________________________________________
 FQ0187  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0187  DYNAMIC HT  -        1967.111 (meters)    6453.76  (feet)  COMP
 FQ0187  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0187
 FQ0187  VERT ORDER  -  SECOND    CLASS 0
 FQ0187
 FQ0187.The horizontal coordinates were scaled from a topographic map and have
 FQ0187.an estimated accuracy of +/- 6 seconds.
 FQ0187
 FQ0187.The orthometric height was determined by differential leveling
 FQ0187.and adjusted by the National Geodetic Survey in June 1991..
 FQ0187
 FQ0187.The geoid height was determined by GEOID03.
 FQ0187
 FQ0187.The dynamic height is computed by dividing the NAVD 88
 FQ0187.geopotential number by the normal gravity value computed on the
 FQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0187.degrees latitude (g = 980.6199 gals.).
 FQ0187
 FQ0187.The modeled gravity was interpolated from observed gravity values.
 FQ0187
 FQ0187;                    North         East    Units  Estimated Accuracy
 FQ0187;SPC AZ C     -   466,230.      254,840.      MT  (+/- 180 meters Scaled)
 FQ0187
 FQ0187                          SUPERSEDED SURVEY CONTROL
 FQ0187
 FQ0187  NGVD 29 (??/??/92) 1968.883  (m)         6459.58   (f) ADJ UNCH    2 0
 FQ0187
 FQ0187.Superseded values are not recommended for survey control.
 FQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0187.See file dsdata.txt to determine how the superseded data were derived.
 FQ0187
 FQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD580956(NAD 83)
 FQ0187_MARKER: DR = REFERENCE MARK DISK
 FQ0187_SETTING: 80 = SET IN A BOULDER
 FQ0187_SP_SET: BOULDER
 FQ0187_STAMPING: ALTO NO 1 1958
 FQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0187+STABILITY: SURFACE MOTION
 FQ0187
 FQ0187  HISTORY     - Date     Condition        Report By
 FQ0187  HISTORY     - 1958     MONUMENTED       CGS
 FQ0187  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0187
 FQ0187                          STATION DESCRIPTION
 FQ0187
 FQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0187'11.4 MI E FROM FLAGSTAFF.
 FQ0187'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0187'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 121 FEET NORTHEAST OF
 FQ0187'A WITNESS POST, AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FQ0187'PROJECTS 3 INCHES.
 FQ0187
 FQ0187                          STATION RECOVERY (1983)
 FQ0187
 FQ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0185 ***********************************************************************
 FQ0185  DESIGNATION -  ALTO RM 2
 FQ0185  PID         -  FQ0185
 FQ0185  STATE/COUNTY-  AZ/COCONINO
 FQ0185  USGS QUAD   -  WINONA (1974)
 FQ0185
 FQ0185                         *CURRENT SURVEY CONTROL
 FQ0185  ___________________________________________________________________
 FQ0185* NAD 83(1986)-  35 12 12.     (N)    111 27 40.     (W)     SCALED    
 FQ0185* NAVD 88     -      1970.197  (meters)    6463.89   (feet)  ADJUSTED  
 FQ0185  ___________________________________________________________________
 FQ0185  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0185  DYNAMIC HT  -        1967.410 (meters)    6454.74  (feet)  COMP
 FQ0185  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0185
 FQ0185  VERT ORDER  -  SECOND    CLASS 0
 FQ0185
 FQ0185.The horizontal coordinates were scaled from a topographic map and have
 FQ0185.an estimated accuracy of +/- 6 seconds.
 FQ0185
 FQ0185.The orthometric height was determined by differential leveling
 FQ0185.and adjusted by the National Geodetic Survey in June 1991..
 FQ0185
 FQ0185.The geoid height was determined by GEOID03.
 FQ0185
 FQ0185.The dynamic height is computed by dividing the NAVD 88
 FQ0185.geopotential number by the normal gravity value computed on the
 FQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0185.degrees latitude (g = 980.6199 gals.).
 FQ0185
 FQ0185.The modeled gravity was interpolated from observed gravity values.
 FQ0185
 FQ0185;                    North         East    Units  Estimated Accuracy
 FQ0185;SPC AZ C     -   466,230.      254,840.      MT  (+/- 180 meters Scaled)
 FQ0185
 FQ0185                          SUPERSEDED SURVEY CONTROL
 FQ0185
 FQ0185  NGVD 29 (??/??/92) 1969.183  (m)         6460.56   (f) ADJ UNCH    2 0
 FQ0185
 FQ0185.Superseded values are not recommended for survey control.
 FQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0185.See file dsdata.txt to determine how the superseded data were derived.
 FQ0185
 FQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD580956(NAD 83)
 FQ0185_MARKER: DR = REFERENCE MARK DISK
 FQ0185_SETTING: 80 = SET IN A BOULDER
 FQ0185_SP_SET: BOULDER
 FQ0185_STAMPING: ALTO NO 2 1958
 FQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0185+STABILITY: SURFACE MOTION
 FQ0185
 FQ0185  HISTORY     - Date     Condition        Report By
 FQ0185  HISTORY     - 1958     MONUMENTED       CGS
 FQ0185  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0185  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0185
 FQ0185                          STATION DESCRIPTION
 FQ0185
 FQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0185'11.0 MI E FROM FLAGSTAFF.
 FQ0185'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0185'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 79 FEET NORTH OF A
 FQ0185'FENCELINE, 52 FEET SOUTH OF A WITNESS POST AND CEMENTED IN A DRILL
 FQ0185'HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  NOTE-- IT APPEARS TO BE
 FQ0185'NEAR THE TOP OF A CUT BANK RECENTLY MADE TO WIDEN NEW HIGHWAY AREA.
 FQ0185
 FQ0185                          STATION RECOVERY (1968)
 FQ0185
 FQ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0185'MARK NOT FOUND.
 FQ0185
 FQ0185                          STATION RECOVERY (1983)
 FQ0185
 FQ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1144 ***********************************************************************
 CG1144  DESIGNATION -  ALVAREZ
 CG1144  PID         -  CG1144
 CG1144  STATE/COUNTY-  AZ/PIMA
 CG1144  USGS QUAD   -  COWLIC (1984)
 CG1144
 CG1144                         *CURRENT SURVEY CONTROL
 CG1144  ___________________________________________________________________
 CG1144* NAD 83(1992)-  31 45 08.60181(N)    111 59 51.64686(W)     ADJUSTED  
 CG1144* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 CG1144  ___________________________________________________________________
 CG1144  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CG1144  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CG1144
 CG1144  HORZ ORDER  -  FIRST
 CG1144
 CG1144.The horizontal coordinates were established by classical geodetic methods
 CG1144.and adjusted by the National Geodetic Survey in August 1993..
 CG1144
 CG1144.The orthometric height was scaled from a topographic map.
 CG1144
 CG1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1144
 CG1144.The geoid height was determined by GEOID03.
 CG1144
 CG1144;                    North         East     Units Scale Factor Converg.
 CG1144;SPC AZ C     -    83,416.409   205,685.091   MT  0.99990073   -0 02 33.5
 CG1144;SPC AZ C     -   273,675.88    674,819.85   iFT  0.99990073   -0 02 33.5
 CG1144;UTM  12      - 3,513,423.420   405,509.304   MT  0.99971012   -0 31 30.2
 CG1144
 CG1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1144!SPC AZ C     -   0.99984934  x   0.99990073  =   0.99975009
 CG1144!UTM  12      -   0.99984934  x   0.99971012  =   0.99955951
 CG1144
 CG1144|---------------------------------------------------------------------|
 CG1144| PID    Reference Object                     Distance      Geod. Az  |
 CG1144|                                                           dddmmss.s |
 CG1144| CH4165 ALVAREZ RM 2                          7.393 METERS 24954     |
 CG1144| CH0155 BOUNDARY MON 153 MX US              APPROX.21.1 KM 2513630.8 |
 CG1144| CH4164 ALVAREZ RM 1                          8.626 METERS 34946     |
 CG1144|---------------------------------------------------------------------|
 CG1144
 CG1144                          SUPERSEDED SURVEY CONTROL
 CG1144
 CG1144  NAD 83(1986)-  31 45 08.59394(N)    111 59 51.64671(W) AD(       ) 1
 CG1144  NAD 27      -  31 45 08.30100(N)    111 59 49.20100(W) AD(       ) 1
 CG1144
 CG1144.Superseded values are not recommended for survey control.
 CG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1144.See file dsdata.txt to determine how the superseded data were derived.
 CG1144
 CG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0550913423(NAD 83)
 CG1144_MARKER: DS = TRIANGULATION STATION DISK
 CG1144_SETTING: 66 = SET IN ROCK OUTCROP
 CG1144
 CG1144  HISTORY     - Date     Condition        Report By
 CG1144  HISTORY     - 1935     MONUMENTED       CGS
 CG1144
 CG1144                          STATION DESCRIPTION
 CG1144
 CG1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1144'ON THE HIGHEST PEAK OF THE NORTHERN END OF THE ALVAREZ MOUNTAINS,
 CG1144'3-1/4 MILES, AIR LINE, ALMOST DUE SOUTH OF COWLIC AND 6 MILES,
 CG1144'AIR LINE, NEARLY NORTHWEST OF VAMORI, ON THE SAME RANGE AND ABOUT
 CG1144'2 MILES NORTH OF STATION ROCKY POINT.  MARKED BY A STANDARD
 CG1144'BRONZE DISK. REFERENCE MARK NO. 1, A
 CG1144'STANDARD BRONZE REFERENCE DISK, IS 8.626 METERS
 CG1144'(28.30 FEET) FROM STATION N 10 DEG 14 MIN W. REFERENCE
 CG1144'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG1144'7.393 METERS (24.26 FEET) FROM STATION S 69 DEG 55 MIN W.
 CG1144'BOUNDARY MONUMENT NO. 153 (I.B.C.) MAY BE USED AS AN
 CG1144'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0185 ***********************************************************************
 DV0185  DESIGNATION -  AM 2 RM 1
 DV0185  PID         -  DV0185
 DV0185  STATE/COUNTY-  AZ/MARICOPA
 DV0185  USGS QUAD   -  GLENDALE (1982)
 DV0185
 DV0185                         *CURRENT SURVEY CONTROL
 DV0185  ___________________________________________________________________
 DV0185* NAD 83(1986)-  33 36 38.     (N)    112 08 37.     (W)     SCALED    
 DV0185* NAVD 88     -       384.96   (+/-2cm)    1263.0    (feet)  VERTCON   
 DV0185  ___________________________________________________________________
 DV0185  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0185
 DV0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0185
 DV0185.The horizontal coordinates were scaled from a topographic map and have
 DV0185.an estimated accuracy of +/- 6 seconds.
 DV0185
 DV0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0185.The vertical order pertains to the NGVD 29 superseded value.
 DV0185
 DV0185.The geoid height was determined by GEOID03.
 DV0185
 DV0185;                    North         East    Units  Estimated Accuracy
 DV0185;SPC AZ C     -   289,490.      192,300.      MT  (+/- 180 meters Scaled)
 DV0185
 DV0185                          SUPERSEDED SURVEY CONTROL
 DV0185
 DV0185  NGVD 29 (??/??/92)  384.408  (m)         1261.18   (f) ADJ UNCH    2 0
 DV0185
 DV0185.Superseded values are not recommended for survey control.
 DV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0185.See file dsdata.txt to determine how the superseded data were derived.
 DV0185
 DV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939195(NAD 83)
 DV0185_MARKER: DR = REFERENCE MARK DISK
 DV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0185_SP_SET: MONUMENT
 DV0185_STAMPING: AM 2 NO 1 1959
 DV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0185
 DV0185  HISTORY     - Date     Condition        Report By
 DV0185  HISTORY     - 1959     MONUMENTED       CGS
 DV0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0185
 DV0185                          STATION DESCRIPTION
 DV0185
 DV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0185'5.0 MI NE FROM PHOENIX.
 DV0185'9.35 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0185'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 1.4 MILES WEST ALONG
 DV0185'THUNDERBIRD ROAD, 27 FEET EAST OF THE STATION, 30 FEET SOUTH OF THE
 DV0185'CENTER OF THE ROAD, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0185'MONUMENT THAT PROJECTS 2 INCHES.
 DV0185
 DV0185                          STATION RECOVERY (1981)
 DV0185
 DV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0185'NOT RECOVERED, REPORTED AS DESTROYED IN THE HORIZONTAL DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0187 ***********************************************************************
 DV0187  DESIGNATION -  AM 2 RM 2
 DV0187  PID         -  DV0187
 DV0187  STATE/COUNTY-  AZ/MARICOPA
 DV0187  USGS QUAD   -  GLENDALE (1982)
 DV0187
 DV0187                         *CURRENT SURVEY CONTROL
 DV0187  ___________________________________________________________________
 DV0187* NAD 83(1986)-  33 36 38.     (N)    112 08 37.     (W)     SCALED    
 DV0187* NAVD 88     -       384.91   (+/-2cm)    1262.8    (feet)  VERTCON   
 DV0187  ___________________________________________________________________
 DV0187  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0187
 DV0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0187
 DV0187.The horizontal coordinates were scaled from a topographic map and have
 DV0187.an estimated accuracy of +/- 6 seconds.
 DV0187
 DV0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0187.The vertical order pertains to the NGVD 29 superseded value.
 DV0187
 DV0187.The geoid height was determined by GEOID03.
 DV0187
 DV0187;                    North         East    Units  Estimated Accuracy
 DV0187;SPC AZ C     -   289,490.      192,300.      MT  (+/- 180 meters Scaled)
 DV0187
 DV0187                          SUPERSEDED SURVEY CONTROL
 DV0187
 DV0187  NGVD 29 (??/??/92)  384.363  (m)         1261.03   (f) ADJ UNCH    2 0
 DV0187
 DV0187.Superseded values are not recommended for survey control.
 DV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0187.See file dsdata.txt to determine how the superseded data were derived.
 DV0187
 DV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939195(NAD 83)
 DV0187_MARKER: DR = REFERENCE MARK DISK
 DV0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0187_SP_SET: MONUMENT
 DV0187_STAMPING: AM 2 NO 2 1959
 DV0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0187
 DV0187  HISTORY     - Date     Condition        Report By
 DV0187  HISTORY     - 1959     MONUMENTED       CGS
 DV0187  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0187
 DV0187                          STATION DESCRIPTION
 DV0187
 DV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0187'5.0 MI NW FROM PHOENIX.
 DV0187'9.35 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0187'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 1.4 MILES WEST ALONG
 DV0187'THUNDERBIRD ROAD, 30 FEET WEST OF THE STATION, 30 FEET SOUTH OF THE
 DV0187'CENTER OF THE ROAD, 11 FEET NORTH OF THE IRRIGATION CANAL, SET IN THE
 DV0187'TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 2 INCHES.
 DV0187
 DV0187                          STATION RECOVERY (1981)
 DV0187
 DV0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0187'NOT RECOVERED, REPORTED AS DESTROYED IN THE HORIZONTAL DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2021 ***********************************************************************
 CZ2021  DESIGNATION -  AM 43
 CZ2021  PID         -  CZ2021
 CZ2021  STATE/COUNTY-  AZ/PINAL
 CZ2021  USGS QUAD   -  COOLIDGE (1992)
 CZ2021
 CZ2021                         *CURRENT SURVEY CONTROL
 CZ2021  ___________________________________________________________________
 CZ2021* NAD 83(1992)-  32 53 38.69557(N)    111 37 06.68181(W)     ADJUSTED  
 CZ2021* NAVD 88     -       438.32   (+/-2cm)    1438.1    (feet)  VERTCON   
 CZ2021  ___________________________________________________________________
 CZ2021  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CZ2021  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ2021
 CZ2021  HORZ ORDER  -  FIRST
 CZ2021  VERT ORDER  -  THIRD ? (See Below)
 CZ2021
 CZ2021.The horizontal coordinates were established by classical geodetic methods
 CZ2021.and adjusted by the National Geodetic Survey in August 1993..
 CZ2021
 CZ2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2021.The vertical order pertains to the NGVD 29 superseded value.
 CZ2021
 CZ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2021
 CZ2021.The geoid height was determined by GEOID03.
 CZ2021
 CZ2021;                    North         East     Units Scale Factor Converg.
 CZ2021;SPC AZ C     -   210,045.463   241,253.016   MT  0.99990959   +0 09 42.9
 CZ2021;SPC AZ C     -   689,125.53    791,512.52   iFT  0.99990959   +0 09 42.9
 CZ2021;UTM  12      - 3,639,714.558   442,150.781   MT  0.99964126   -0 20 09.3
 CZ2021
 CZ2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2021!SPC AZ C     -   0.99993589  x   0.99990959  =   0.99984549
 CZ2021!UTM  12      -   0.99993589  x   0.99964126  =   0.99957718
 CZ2021
 CZ2021:                Primary Azimuth Mark                     Grid Az
 CZ2021:SPC AZ C     -  AL 43                                    269 29 47.7
 CZ2021:UTM  12      -  AL 43                                    269 59 39.9
 CZ2021
 CZ2021|---------------------------------------------------------------------|
 CZ2021| PID    Reference Object                     Distance      Geod. Az  |
 CZ2021|                                                           dddmmss.s |
 CZ2021| CZ2119 AL 43                               APPROX. 1.7 KM 2693930.6 |
 CZ2021|---------------------------------------------------------------------|
 CZ2021
 CZ2021                          SUPERSEDED SURVEY CONTROL
 CZ2021
 CZ2021  NAD 83(1986)-  32 53 38.69055(N)    111 37 06.68315(W) AD(       ) 1
 CZ2021  NAD 27      -  32 53 38.48413(N)    111 37 04.22535(W) AD(       ) 1
 CZ2021  NGVD 29 (07/19/86)  437.83   (m)         1436.4    (f) LEVELING    3  
 CZ2021
 CZ2021.Superseded values are not recommended for survey control.
 CZ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2021.See file dsdata.txt to determine how the superseded data were derived.
 CZ2021
 CZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4215139715(NAD 83)
 CZ2021_MARKER: DD = SURVEY DISK
 CZ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2021+STABILITY: SURFACE MOTION
 CZ2021
 CZ2021  HISTORY     - Date     Condition        Report By
 CZ2021  HISTORY     - 1967     MONUMENTED       DMA
 CZ2021  HISTORY     - 1968     MARK NOT FOUND   DMA
 CZ2021
 CZ2021                          STATION DESCRIPTION
 CZ2021
 CZ2021'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2021'T-6-S.  R-7-E.  IN SECTION 22 NEAR THE NORTHWEST CORNER.
 CZ2021'
 CZ2021'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2021'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2021'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2021'IS STAMPED--AM 43 1967 ARMY MAP SERVICE.
 CZ2021'
 CZ2021'THE STATION MARK IS LOCATED 73 FEET EAST OF THE CENTERLINE
 CZ2021'OF NORTH-SOUTH ACCESS ROAD.  86 FEET EAST OF CENTERLINE OF
 CZ2021'NORTH-SOUTH IRRIGATION DITCH.  107 FEET EAST OF NORTH-SOUTH
 CZ2021'POWERLINE.  131 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2021'ROAD.  79 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  91
 CZ2021'FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2021'
 CZ2021'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2021'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2021'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 8.0 MILES TO
 CZ2021'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD
 CZ2021'AND THE STATION SITE.
 CZ2021
 CZ2021                          STATION RECOVERY (1968)
 CZ2021
 CZ2021'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2021'NOT FOUND AFTER SEARCH AND DIGGING.
 CZ2021'
 CZ2021'MARK WILL BE RESET 1968 IF NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2020 ***********************************************************************
 CZ2020  DESIGNATION -  AM 44
 CZ2020  PID         -  CZ2020
 CZ2020  STATE/COUNTY-  AZ/PINAL
 CZ2020  USGS QUAD   -  COOLIDGE (1992)
 CZ2020
 CZ2020                         *CURRENT SURVEY CONTROL
 CZ2020  ___________________________________________________________________
 CZ2020* NAD 83(1992)-  32 52 47.81967(N)    111 37 09.87274(W)     ADJUSTED  
 CZ2020* NAVD 88     -       440.90   (+/-2cm)    1446.5    (feet)  VERTCON   
 CZ2020  ___________________________________________________________________
 CZ2020  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ2020  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2020
 CZ2020  HORZ ORDER  -  FIRST
 CZ2020  VERT ORDER  -  THIRD ? (See Below)
 CZ2020
 CZ2020.The horizontal coordinates were established by classical geodetic methods
 CZ2020.and adjusted by the National Geodetic Survey in August 1993..
 CZ2020
 CZ2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2020.The vertical order pertains to the NGVD 29 superseded value.
 CZ2020
 CZ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2020
 CZ2020.The geoid height was determined by GEOID03.
 CZ2020
 CZ2020;                    North         East     Units Scale Factor Converg.
 CZ2020;SPC AZ C     -   208,478.082   241,174.506   MT  0.99990954   +0 09 41.0
 CZ2020;SPC AZ C     -   683,983.21    791,254.94   iFT  0.99990954   +0 09 41.0
 CZ2020;UTM  12      - 3,638,148.338   442,058.682   MT  0.99964139   -0 20 10.6
 CZ2020
 CZ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2020!SPC AZ C     -   0.99993549  x   0.99990954  =   0.99984504
 CZ2020!UTM  12      -   0.99993549  x   0.99964139  =   0.99957690
 CZ2020
 CZ2020|---------------------------------------------------------------------|
 CZ2020| PID    Reference Object                     Distance      Geod. Az  |
 CZ2020|                                                           dddmmss.s |
 CZ2020| CH4169 AM 44 RM E                            8.836 METERS 08924     |
 CZ2020| CH4170 AM 44 RM S                            8.851 METERS 17921     |
 CZ2020| CZ2043 FOUR                                APPROX. 6.4 KM 1892510.5 |
 CZ2020|---------------------------------------------------------------------|
 CZ2020
 CZ2020                          SUPERSEDED SURVEY CONTROL
 CZ2020
 CZ2020  NAD 83(1986)-  32 52 47.81464(N)    111 37 09.87396(W) AD(       ) 1
 CZ2020  NAD 27      -  32 52 47.60677(N)    111 37 07.41767(W) AD(       ) 1
 CZ2020  NGVD 29 (07/19/86)  440.41   (m)         1444.9    (f) LEVELING    3  
 CZ2020
 CZ2020.Superseded values are not recommended for survey control.
 CZ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2020.See file dsdata.txt to determine how the superseded data were derived.
 CZ2020
 CZ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4205938148(NAD 83)
 CZ2020_MARKER: DD = SURVEY DISK
 CZ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2020
 CZ2020  HISTORY     - Date     Condition        Report By
 CZ2020  HISTORY     - 1967     MONUMENTED       DMA
 CZ2020
 CZ2020                          STATION DESCRIPTION
 CZ2020
 CZ2020'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2020'T-6-S.  R-7-E.  IN SECTION 21 NEAR THE SOUTHEAST CORNER.
 CZ2020'
 CZ2020'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2020'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2020'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2020'IS STAMPED--AM 44 1967 ARMY MAP SERVICE.
 CZ2020'
 CZ2020'THE STATION MARK IS LOCATED 65 FEET NORTH OF EAST-WEST
 CZ2020'POWERLINE.  57 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2020'FIELD ROAD.  102 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2020'ROAD.  87 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  60
 CZ2020'FEET WEST OF NORTH-SOUTH POWERLINE.
 CZ2020'
 CZ2020'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2020'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2020'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 8.0 MILES TO
 CZ2020'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2035 ***********************************************************************
 CZ2035  DESIGNATION -  AM 45
 CZ2035  PID         -  CZ2035
 CZ2035  STATE/COUNTY-  AZ/PINAL
 CZ2035  USGS QUAD   -  ELOY NORTH (1992)
 CZ2035
 CZ2035                         *CURRENT SURVEY CONTROL
 CZ2035  ___________________________________________________________________
 CZ2035* NAD 83(1992)-  32 51 52.64597(N)    111 37 08.55613(W)     ADJUSTED  
 CZ2035* NAVD 88     -       444.08   (+/-2cm)    1457.0    (feet)  VERTCON   
 CZ2035  ___________________________________________________________________
 CZ2035  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2035  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2035
 CZ2035  HORZ ORDER  -  FIRST
 CZ2035  VERT ORDER  -  THIRD ? (See Below)
 CZ2035
 CZ2035.The horizontal coordinates were established by classical geodetic methods
 CZ2035.and adjusted by the National Geodetic Survey in August 1993..
 CZ2035
 CZ2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2035.The vertical order pertains to the NGVD 29 superseded value.
 CZ2035
 CZ2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2035
 CZ2035.The geoid height was determined by GEOID03.
 CZ2035
 CZ2035;                    North         East     Units Scale Factor Converg.
 CZ2035;SPC AZ C     -   206,778.649   241,213.518   MT  0.99990956   +0 09 41.4
 CZ2035;SPC AZ C     -   678,407.64    791,382.93   iFT  0.99990956   +0 09 41.4
 CZ2035;UTM  12      - 3,636,449.086   442,082.929   MT  0.99964136   -0 20 09.4
 CZ2035
 CZ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2035!SPC AZ C     -   0.99993499  x   0.99990956  =   0.99984456
 CZ2035!UTM  12      -   0.99993499  x   0.99964136  =   0.99957638
 CZ2035
 CZ2035|---------------------------------------------------------------------|
 CZ2035| PID    Reference Object                     Distance      Geod. Az  |
 CZ2035|                                                           dddmmss.s |
 CZ2035| CH4171 AM 45 RM E                            8.843 METERS 08929     |
 CZ2035| CH4172 AM 45 RM S                            8.847 METERS 17942     |
 CZ2035| CZ2043 FOUR                                APPROX. 4.7 KM 1931341.8 |
 CZ2035|---------------------------------------------------------------------|
 CZ2035
 CZ2035                          SUPERSEDED SURVEY CONTROL
 CZ2035
 CZ2035  NAD 83(1986)-  32 51 52.64093(N)    111 37 08.55720(W) AD(       ) 1
 CZ2035  NAD 27      -  32 51 52.43135(N)    111 37 06.10268(W) AD(       ) 1
 CZ2035  NGVD 29 (07/19/86)  443.59   (m)         1455.3    (f) LEVELING    3  
 CZ2035
 CZ2035.Superseded values are not recommended for survey control.
 CZ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2035.See file dsdata.txt to determine how the superseded data were derived.
 CZ2035
 CZ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4208336449(NAD 83)
 CZ2035_MARKER: DD = SURVEY DISK
 CZ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2035
 CZ2035  HISTORY     - Date     Condition        Report By
 CZ2035  HISTORY     - 1967     MONUMENTED       DMA
 CZ2035
 CZ2035                          STATION DESCRIPTION
 CZ2035
 CZ2035'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2035'T-6-S.  R-7-E.  IN SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ2035'
 CZ2035'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2035'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2035'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE
 CZ2035'GROUND.  THE MARK IS STAMPED--AM 45 1967 ARMY MAP SERVICE.
 CZ2035'
 CZ2035'THE STATION MARK IS LOCATED 54 FEET EAST OF NORTH-SOUTH
 CZ2035'POWERLINE.  80 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2035'ROAD.  159 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  133
 CZ2035'FEET SOUTH OF EAST-WEST POWERLINE.
 CZ2035'
 CZ2035'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2035'GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE 287
 CZ2035'(FLORENCE ROAD).  TURN RIGHT AND GO EAST ON 287 FOR 8.0 MILES
 CZ2035'TO CROSSROAD.  TURN RIGHT AND GO SOUTH 1.0 MILE TO CROSSROAD
 CZ2035'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2038 ***********************************************************************
 CZ2038  DESIGNATION -  AM 46
 CZ2038  PID         -  CZ2038
 CZ2038  STATE/COUNTY-  AZ/PINAL
 CZ2038  USGS QUAD   -  ELOY NORTH (1992)
 CZ2038
 CZ2038                         *CURRENT SURVEY CONTROL
 CZ2038  ___________________________________________________________________
 CZ2038* NAD 83(1992)-  32 51 00.23973(N)    111 37 10.84997(W)     ADJUSTED  
 CZ2038* NAVD 88     -       447.52   (+/-2cm)    1468.2    (feet)  VERTCON   
 CZ2038  ___________________________________________________________________
 CZ2038  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ2038  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2038
 CZ2038  HORZ ORDER  -  FIRST
 CZ2038  VERT ORDER  -  THIRD ? (See Below)
 CZ2038
 CZ2038.The horizontal coordinates were established by classical geodetic methods
 CZ2038.and adjusted by the National Geodetic Survey in August 1993..
 CZ2038
 CZ2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2038.The vertical order pertains to the NGVD 29 superseded value.
 CZ2038
 CZ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2038
 CZ2038.The geoid height was determined by GEOID03.
 CZ2038
 CZ2038;                    North         East     Units Scale Factor Converg.
 CZ2038;SPC AZ C     -   205,164.202   241,158.427   MT  0.99990953   +0 09 40.0
 CZ2038;SPC AZ C     -   673,110.90    791,202.19   iFT  0.99990953   +0 09 40.0
 CZ2038;UTM  12      - 3,634,835.611   442,013.845   MT  0.99964146   -0 20 10.1
 CZ2038
 CZ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2038!SPC AZ C     -   0.99993445  x   0.99990953  =   0.99984399
 CZ2038!UTM  12      -   0.99993445  x   0.99964146  =   0.99957594
 CZ2038
 CZ2038|---------------------------------------------------------------------|
 CZ2038| PID    Reference Object                     Distance      Geod. Az  |
 CZ2038|                                                           dddmmss.s |
 CZ2038| CH4173 AM 46 RM E                            8.836 METERS 08932     |
 CZ2038| CH4174 AM 46 RM S                            8.859 METERS 17945     |
 CZ2038| CZ2043 FOUR                                APPROX. 3.1 KM 1985635.1 |
 CZ2038|---------------------------------------------------------------------|
 CZ2038
 CZ2038                          SUPERSEDED SURVEY CONTROL
 CZ2038
 CZ2038  NAD 83(1986)-  32 51 00.23468(N)    111 37 10.85092(W) AD(       ) 1
 CZ2038  NAD 27      -  32 51 00.02356(N)    111 37 08.39799(W) AD(       ) 1
 CZ2038  NGVD 29 (07/19/86)  447.03   (m)         1466.6    (f) LEVELING    3  
 CZ2038
 CZ2038.Superseded values are not recommended for survey control.
 CZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2038.See file dsdata.txt to determine how the superseded data were derived.
 CZ2038
 CZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4201434836(NAD 83)
 CZ2038_MARKER: DD = SURVEY DISK
 CZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2038
 CZ2038  HISTORY     - Date     Condition        Report By
 CZ2038  HISTORY     - 1967     MONUMENTED       DMA
 CZ2038
 CZ2038                          STATION DESCRIPTION
 CZ2038
 CZ2038'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2038'T-7-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHEAST CORNER.
 CZ2038'
 CZ2038'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2038'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2038'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2038'GROUND.  THE MARK IS STAMPED--AM 46 1967 ARMY MAP SERVICE.
 CZ2038'
 CZ2038'THE STATION MARK IS LOCATED 55.0 FEET SOUTH OF EAST-WEST
 CZ2038'FENCE.  90.0 FEET WEST OF EXTENDED CENTERLINE OF ROAD NORTH.  88.0
 CZ2038'FEET SOUTH OF EAST-WEST POWERLINE.  115.0 FEET SOUTH OF
 CZ2038'EAST-WEST ROAD.
 CZ2038'
 CZ2038'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2038'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2038'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 5.5 MILES TO ROAD
 CZ2038'NORTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2039 ***********************************************************************
 CZ2039  DESIGNATION -  AM 47
 CZ2039  PID         -  CZ2039
 CZ2039  STATE/COUNTY-  AZ/PINAL
 CZ2039  USGS QUAD   -  ELOY NORTH (1992)
 CZ2039
 CZ2039                         *CURRENT SURVEY CONTROL
 CZ2039  ___________________________________________________________________
 CZ2039* NAD 83(1992)-  32 50 08.02851(N)    111 37 11.10871(W)     ADJUSTED  
 CZ2039* NAVD 88     -       450.62   (+/-2cm)    1478.4    (feet)  VERTCON   
 CZ2039  ___________________________________________________________________
 CZ2039  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CZ2039  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2039
 CZ2039  HORZ ORDER  -  FIRST
 CZ2039  VERT ORDER  -  THIRD ? (See Below)
 CZ2039
 CZ2039.The horizontal coordinates were established by classical geodetic methods
 CZ2039.and adjusted by the National Geodetic Survey in August 1993..
 CZ2039
 CZ2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2039.The vertical order pertains to the NGVD 29 superseded value.
 CZ2039
 CZ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2039
 CZ2039.The geoid height was determined by GEOID03.
 CZ2039
 CZ2039;                    North         East     Units Scale Factor Converg.
 CZ2039;SPC AZ C     -   203,555.915   241,156.219   MT  0.99990952   +0 09 39.6
 CZ2039;SPC AZ C     -   667,834.37    791,194.94   iFT  0.99990952   +0 09 39.6
 CZ2039;UTM  12      - 3,633,227.835   441,997.687   MT  0.99964148   -0 20 09.8
 CZ2039
 CZ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2039!SPC AZ C     -   0.99993397  x   0.99990952  =   0.99984350
 CZ2039!UTM  12      -   0.99993397  x   0.99964148  =   0.99957547
 CZ2039
 CZ2039|---------------------------------------------------------------------|
 CZ2039| PID    Reference Object                     Distance      Geod. Az  |
 CZ2039|                                                           dddmmss.s |
 CZ2039| CH4175 AM 47 RM E                            8.841 METERS 08909     |
 CZ2039| CH4176 AM 47 RM S                            8.828 METERS 17909     |
 CZ2039| CZ2043 FOUR                                APPROX. 1.7 KM 2164635.6 |
 CZ2039|---------------------------------------------------------------------|
 CZ2039
 CZ2039                          SUPERSEDED SURVEY CONTROL
 CZ2039
 CZ2039  NAD 83(1986)-  32 50 08.02345(N)    111 37 11.10953(W) AD(       ) 1
 CZ2039  NAD 27      -  32 50 07.81074(N)    111 37 08.65823(W) AD(       ) 1
 CZ2039  NGVD 29 (07/19/86)  450.11   (m)         1476.7    (f) LEVELING    3  
 CZ2039
 CZ2039.Superseded values are not recommended for survey control.
 CZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2039.See file dsdata.txt to determine how the superseded data were derived.
 CZ2039
 CZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4199833228(NAD 83)
 CZ2039_MARKER: DD = SURVEY DISK
 CZ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2039
 CZ2039  HISTORY     - Date     Condition        Report By
 CZ2039  HISTORY     - 1967     MONUMENTED       DMA
 CZ2039
 CZ2039                          STATION DESCRIPTION
 CZ2039
 CZ2039'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2039'T-7-S.  R-7-E.  IN SECTION 9 NEAR THE NORTHEAST CORNER.
 CZ2039'
 CZ2039'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2039'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2039'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2039'IS STAMPED--AM 47 1967 ARMY MAP SERVICE.
 CZ2039'
 CZ2039'THE STATION MARK IS LOCATED 99.0 FEET SOUTH OF THE CENTERLINE
 CZ2039'OF EAST-WEST ROAD.  119.0 FEET SOUTH OF THE CENTERLINE OF
 CZ2039'EAST-WEST IRRIGATION DITCH.  53.0 FEET WEST OF THE CENTERLINE
 CZ2039'OF NORTH-SOUTH IRRIGATION DITCH.  105.0 FEET WEST OF THE
 CZ2039'CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2039'
 CZ2039'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2039'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2039'PAVED ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2039'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN
 CZ2039'LEFT AND GO EAST 1.0 MILE TO ROAD SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2036 ***********************************************************************
 CZ2036  DESIGNATION -  AM 48
 CZ2036  PID         -  CZ2036
 CZ2036  STATE/COUNTY-  AZ/PINAL
 CZ2036  USGS QUAD   -  ELOY NORTH (1992)
 CZ2036
 CZ2036                         *CURRENT SURVEY CONTROL
 CZ2036  ___________________________________________________________________
 CZ2036* NAD 83(1992)-  32 49 14.48767(N)    111 37 08.92786(W)     ADJUSTED  
 CZ2036* NAVD 88     -       453.82   (+/-2cm)    1488.9    (feet)  VERTCON   
 CZ2036  ___________________________________________________________________
 CZ2036  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2036  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2036
 CZ2036  HORZ ORDER  -  FIRST
 CZ2036  VERT ORDER  -  THIRD ? (See Below)
 CZ2036
 CZ2036.The horizontal coordinates were established by classical geodetic methods
 CZ2036.and adjusted by the National Geodetic Survey in August 1993..
 CZ2036
 CZ2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2036.The vertical order pertains to the NGVD 29 superseded value.
 CZ2036
 CZ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2036
 CZ2036.The geoid height was determined by GEOID03.
 CZ2036
 CZ2036;                    North         East     Units Scale Factor Converg.
 CZ2036;SPC AZ C     -   201,906.854   241,217.575   MT  0.99990957   +0 09 40.5
 CZ2036;SPC AZ C     -   662,424.06    791,396.24   iFT  0.99990957   +0 09 40.5
 CZ2036;UTM  12      - 3,631,578.747   442,044.724   MT  0.99964141   -0 20 08.1
 CZ2036
 CZ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2036!SPC AZ C     -   0.99993347  x   0.99990957  =   0.99984304
 CZ2036!UTM  12      -   0.99993347  x   0.99964141  =   0.99957490
 CZ2036
 CZ2036|---------------------------------------------------------------------|
 CZ2036| PID    Reference Object                     Distance      Geod. Az  |
 CZ2036|                                                           dddmmss.s |
 CZ2036| CH4177 AM 48 RM E                            8.837 METERS 08927     |
 CZ2036| CH4178 AM 48 RM S                            8.836 METERS 17921     |
 CZ2036| CZ2043 FOUR                                APPROX. 1.1 KM 2854509.2 |
 CZ2036|---------------------------------------------------------------------|
 CZ2036
 CZ2036                          SUPERSEDED SURVEY CONTROL
 CZ2036
 CZ2036  NAD 83(1986)-  32 49 14.48261(N)    111 37 08.92854(W) AD(       ) 1
 CZ2036  NAD 27      -  32 49 14.26825(N)    111 37 06.47896(W) AD(       ) 1
 CZ2036  NGVD 29 (07/19/86)  453.30   (m)         1487.2    (f) LEVELING    3  
 CZ2036
 CZ2036.Superseded values are not recommended for survey control.
 CZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2036.See file dsdata.txt to determine how the superseded data were derived.
 CZ2036
 CZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4204531579(NAD 83)
 CZ2036_MARKER: DD = SURVEY DISK
 CZ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2036
 CZ2036  HISTORY     - Date     Condition        Report By
 CZ2036  HISTORY     - 1967     MONUMENTED       DMA
 CZ2036
 CZ2036                          STATION DESCRIPTION
 CZ2036
 CZ2036'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2036'T-7-S.  R-7-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2036'
 CZ2036'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2036'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2036'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2036'GROUND.  THE MARK IS STAMPED--AM 48 1967 ARMY MAP SERVICE.
 CZ2036'
 CZ2036'THE STATION MARK IS LOCATED 93 FEET EAST OF THE NORTH-SOUTH
 CZ2036'POWER LINE.  121 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2036'ROAD.  189 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  217
 CZ2036'FEET SOUTH OF THE EAST-WEST POWER LINE.  98 FEET SOUTH OF THE
 CZ2036'CENTERLINE OF EAST-WEST LEVEE.
 CZ2036'
 CZ2036'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2036'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES TO
 CZ2036'CROSSROAD (TOLTEC HIGHWAY).  TURN LEFT AND GO NORTH FOR 2.0 MILES
 CZ2036'TO ROAD EAST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2037 ***********************************************************************
 CZ2037  DESIGNATION -  AM 49
 CZ2037  PID         -  CZ2037
 CZ2037  STATE/COUNTY-  AZ/PINAL
 CZ2037  USGS QUAD   -  ELOY NORTH (1992)
 CZ2037
 CZ2037                         *CURRENT SURVEY CONTROL
 CZ2037  ___________________________________________________________________
 CZ2037* NAD 83(1992)-  32 48 24.63998(N)    111 37 10.70348(W)     ADJUSTED  
 CZ2037* NAVD 88     -       457.64   (+/-2cm)    1501.4    (feet)  VERTCON   
 CZ2037  ___________________________________________________________________
 CZ2037  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CZ2037  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2037
 CZ2037  HORZ ORDER  -  FIRST
 CZ2037  VERT ORDER  -  THIRD ? (See Below)
 CZ2037
 CZ2037.The horizontal coordinates were established by classical geodetic methods
 CZ2037.and adjusted by the National Geodetic Survey in August 1993..
 CZ2037
 CZ2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2037.The vertical order pertains to the NGVD 29 superseded value.
 CZ2037
 CZ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2037
 CZ2037.The geoid height was determined by GEOID03.
 CZ2037
 CZ2037;                    North         East     Units Scale Factor Converg.
 CZ2037;SPC AZ C     -   200,371.268   241,175.706   MT  0.99990954   +0 09 39.4
 CZ2037;SPC AZ C     -   657,386.05    791,258.88   iFT  0.99990954   +0 09 39.4
 CZ2037;UTM  12      - 3,630,043.992   441,989.558   MT  0.99964149   -0 20 08.6
 CZ2037
 CZ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2037!SPC AZ C     -   0.99993287  x   0.99990954  =   0.99984242
 CZ2037!UTM  12      -   0.99993287  x   0.99964149  =   0.99957438
 CZ2037
 CZ2037|---------------------------------------------------------------------|
 CZ2037| PID    Reference Object                     Distance      Geod. Az  |
 CZ2037|                                                           dddmmss.s |
 CZ2037| CH4179 AM 49 RM E                            8.838 METERS 08924     |
 CZ2037| CH4180 AM 49 RM S                            8.843 METERS 17930     |
 CZ2037| CZ2043 FOUR                                APPROX. 2.1 KM 3305824.2 |
 CZ2037|---------------------------------------------------------------------|
 CZ2037
 CZ2037                          SUPERSEDED SURVEY CONTROL
 CZ2037
 CZ2037  NAD 83(1986)-  32 48 24.63489(N)    111 37 10.70404(W) AD(       ) 1
 CZ2037  NAD 27      -  32 48 24.41974(N)    111 37 08.25614(W) AD(       ) 1
 CZ2037  NGVD 29 (07/19/86)  457.11   (m)         1499.7    (f) LEVELING    3  
 CZ2037
 CZ2037.Superseded values are not recommended for survey control.
 CZ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2037.See file dsdata.txt to determine how the superseded data were derived.
 CZ2037
 CZ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4199030044(NAD 83)
 CZ2037_MARKER: DD = SURVEY DISK
 CZ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2037
 CZ2037  HISTORY     - Date     Condition        Report By
 CZ2037  HISTORY     - 1967     MONUMENTED       DMA
 CZ2037
 CZ2037                          STATION DESCRIPTION
 CZ2037
 CZ2037'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2037'T-7-S.  R-7-E.  IN SECTION 16 NEAR THE SOUTHEAST CORNER.
 CZ2037'
 CZ2037'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2037'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2037'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2037'IS STAMPED--AM 49 1967 ARMY MAP SERVICE.
 CZ2037'
 CZ2037'THE STATION MARK IS LOCATED 78 FEET NORTH OF EAST-WEST
 CZ2037'DITCH.  47 FEET NORTHEAST OF DITCH.  123 FEET WEST OF THE
 CZ2037'NORTH-SOUTH POWERLINE.  89 FEET WEST OF THE CENTERLINE OF
 CZ2037'NORTH-SOUTH ROAD.  95 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2037'BLADED ROAD.
 CZ2037'
 CZ2037'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2037'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES TO
 CZ2037'CROSSROAD (TOLTEC HIGHWAY).  TURN LEFT AND GO NORTH FOR 1.0
 CZ2037'MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1035 ***********************************************************************
 CZ1035  DESIGNATION -  AM 50
 CZ1035  PID         -  CZ1035
 CZ1035  STATE/COUNTY-  AZ/PINAL
 CZ1035  USGS QUAD   -  ELOY NORTH (1992)
 CZ1035
 CZ1035                         *CURRENT SURVEY CONTROL
 CZ1035  ___________________________________________________________________
 CZ1035* NAD 83(1992)-  32 47 29.32547(N)    111 37 06.97054(W)     ADJUSTED  
 CZ1035* NAVD 88     -       459.682  (meters)    1508.14   (feet)  ADJUSTED  
 CZ1035  ___________________________________________________________________
 CZ1035  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ1035  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1035  DYNAMIC HT  -         459.110 (meters)    1506.26  (feet)  COMP
 CZ1035  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 CZ1035
 CZ1035  HORZ ORDER  -  FIRST
 CZ1035  VERT ORDER  -  FIRST     CLASS II
 CZ1035
 CZ1035.The horizontal coordinates were established by classical geodetic methods
 CZ1035.and adjusted by the National Geodetic Survey in August 1993..
 CZ1035
 CZ1035.The orthometric height was determined by differential leveling
 CZ1035.and adjusted by the National Geodetic Survey in November 1993..
 CZ1035
 CZ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1035
 CZ1035.The geoid height was determined by GEOID03.
 CZ1035
 CZ1035.The dynamic height is computed by dividing the NAVD 88
 CZ1035.geopotential number by the normal gravity value computed on the
 CZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1035.degrees latitude (g = 980.6199 gals.).
 CZ1035
 CZ1035.The modeled gravity was interpolated from observed gravity values.
 CZ1035
 CZ1035;                    North         East     Units Scale Factor Converg.
 CZ1035;SPC AZ C     -   198,667.694   241,277.613   MT  0.99990961   +0 09 41.1
 CZ1035;SPC AZ C     -   651,796.90    791,593.22   iFT  0.99990961   +0 09 41.1
 CZ1035;UTM  12      - 3,628,340.056   442,076.674   MT  0.99964137   -0 20 06.1
 CZ1035
 CZ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1035!SPC AZ C     -   0.99993255  x   0.99990961  =   0.99984217
 CZ1035!UTM  12      -   0.99993255  x   0.99964137  =   0.99957395
 CZ1035
 CZ1035|---------------------------------------------------------------------|
 CZ1035| PID    Reference Object                     Distance      Geod. Az  |
 CZ1035|                                                           dddmmss.s |
 CZ1035| CH4181 AM 50 RM E                            8.837 METERS 08938     |
 CZ1035| CH4182 AM 50 RM S                            8.837 METERS 17939     |
 CZ1035| CZ2047 CASA GRANDE 2                       APPROX. 9.4 KM 2893614.6 |
 CZ1035|---------------------------------------------------------------------|
 CZ1035
 CZ1035                          SUPERSEDED SURVEY CONTROL
 CZ1035
 CZ1035  NAD 83(1986)-  32 47 29.32038(N)    111 37 06.97098(W) AD(       ) 1
 CZ1035  NAD 27      -  32 47 29.10377(N)    111 37 04.52397(W) AD(       ) 1
 CZ1035  NAVD 88 (06/15/91)  459.803  (m)         1508.54   (f) UNKNOWN     1 2
 CZ1035  NGVD 29 (??/??/92)  459.652  (m)         1508.04   (f) ADJ UNCH    1 2
 CZ1035
 CZ1035.Superseded values are not recommended for survey control.
 CZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1035.See file dsdata.txt to determine how the superseded data were derived.
 CZ1035
 CZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4207728340(NAD 83)
 CZ1035_MARKER: DD = SURVEY DISK
 CZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1035_SP_SET: CONCRETE POST
 CZ1035_STAMPING: AM 50 1967 ARMY MAP SERVICE
 CZ1035_MARK LOGO: USE   
 CZ1035_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1035+STABILITY: SURFACE MOTION
 CZ1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1035+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 CZ1035
 CZ1035  HISTORY     - Date     Condition        Report By
 CZ1035  HISTORY     - 1967     MONUMENTED       DMA
 CZ1035  HISTORY     - 1967     GOOD             NGS
 CZ1035  HISTORY     - 1980     GOOD             NGS
 CZ1035  HISTORY     - 1980     GOOD             NGS
 CZ1035  HISTORY     - 1984     GOOD             NGS
 CZ1035  HISTORY     - 19911205 GOOD             NGS
 CZ1035  HISTORY     - 19980719 GOOD             NGS
 CZ1035  HISTORY     - 20010506 GOOD             NGS
 CZ1035  HISTORY     - 20031201 GOOD             NGS
 CZ1035
 CZ1035                          STATION DESCRIPTION
 CZ1035
 CZ1035'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1035'T-7-S.  R-7-E.  IN SECTION 27 NEAR THE NORTHWEST CORNER.
 CZ1035'
 CZ1035'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1035'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1035'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1035'IS STAMPED--AM 50 1967 ARMY MAP SERVICE.
 CZ1035'
 CZ1035'THE STATION MARK IS LOCATED 97 FEET SOUTHWEST OF THE CENTERLINE
 CZ1035'OF NORTHWEST-SOUTHEAST HIGHWAY.  138 FEET NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE MAIN TRACKS.  91 FEET NORTHEAST OF A
 CZ1035'POWERLINE.  277 FEET EAST OF THE INTERSECTING CENTERLINES OF THE
 CZ1035'NORTH-SOUTH ROAD AND NORTHWEST-SOUTHEAST MAIN TRACK.
 CZ1035'
 CZ1035'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1035'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES (TOLTEC)
 CZ1035'TO CROSSROAD AND THE STATION SITE.
 CZ1035
 CZ1035                          STATION RECOVERY (1967)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1035'4.6 MI NW FROM ELOY.
 CZ1035'ABOUT 4.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1035'STATION AT ELOY, IN S 27, T 7 S, R 7 E, 9 1/2 POLES SOUTHEAST OF THE
 CZ1035'STATION SIGN AT TOLTEC, 9 1/2 POLES NORTHWEST OF MILEPOST NUMBER 929,
 CZ1035'122 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 CZ1035'TRACKS, 93 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, 176
 CZ1035'FEET NORTHEAST OF THE EAST CORNER OF RAILROAD BRIDGE NUMBER 928.65,
 CZ1035'162 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 CZ1035'A CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF
 CZ1035'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CZ1035
 CZ1035                          STATION RECOVERY (1980)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1035'THE MARK IS 1 M BELOW THE HIGHWAY.
 CZ1035'15.8 KILOMETERS (9.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1035'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1035'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND TOLTEC ROAD, SET IN
 CZ1035'A CONCRETE POST AT THE CENTER OF 4 CONCRETE SLABS WHICH MAKE A CROSS
 CZ1035'FOR TOPOGRAPHIC CONTROL, 37 METERS (122 FEET) NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE NORTHEAST TRACKS, 49.1 METERS (162 FEET) SOUTH
 CZ1035'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 CZ1035'UNDER THE HIGHWAY AND 28.2 METERS (93 FEET) SOUTHWEST OF THE
 CZ1035'CENTERLINE OF THE HIGHWAY.
 CZ1035
 CZ1035                          STATION RECOVERY (1980)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1035'THE MARK IS 1 M BELOW THE HIGHWAY.
 CZ1035'15.8 KILOMETERS (9.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1035'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1035'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND TOLTEC ROAD, SET IN
 CZ1035'A CONCRETE POST AT THE CENTER OF 4 CONCRETE SLABS WHICH MAKE A CROSS
 CZ1035'FOR TOPOGRAPHIC CONTROL, 37 METERS (122 FEET) NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE NORTHEAST TRACKS, 49.1 METERS (162 FEET) SOUTH
 CZ1035'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 CZ1035'UNDER THE HIGHWAY AND 28.2 METERS (93 FEET) SOUTHWEST OF THE
 CZ1035'CENTERLINE OF THE HIGHWAY.
 CZ1035
 CZ1035                          STATION RECOVERY (1984)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1035'RECOVERED IN GOOD CONDITION.
 CZ1035
 CZ1035                          STATION RECOVERY (1991)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1035'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1035'ELOY, THENCE 7.4 KM (4.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1035'NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC
 CZ1035'CONTROL, 37.0 M (121.4 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 CZ1035'PACIFIC RAILROAD, 28.2 M (92.5 FT) SOUTHWEST OF THE HIGHWAY
 CZ1035'CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 CZ1035'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 CZ1035
 CZ1035                          STATION RECOVERY (1998)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 CZ1035'AREA IS NOW PART OF ELOY, AZ.  RAILROAD IS NOW PART OF UNION PACIFIC
 CZ1035'SYSTEM.  AZ RTE 84 IS ALSO FRONTIER STREET.  THIS IS GRAVITY BASE
 CZ1035'STATION 'TOLTEC B.'
 CZ1035
 CZ1035                          STATION RECOVERY (2001)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CZ1035'RECOVERED IN GOOD CONDITION.
 CZ1035
 CZ1035                          STATION RECOVERY (2003)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1577 ***********************************************************************
 CZ1577  DESIGNATION -  AM 51
 CZ1577  PID         -  CZ1577
 CZ1577  STATE/COUNTY-  AZ/PINAL
 CZ1577  USGS QUAD   -  ELOY NORTH (1992)
 CZ1577
 CZ1577                         *CURRENT SURVEY CONTROL
 CZ1577  ___________________________________________________________________
 CZ1577* NAD 83(1992)-  32 46 38.56128(N)    111 37 07.73311(W)     ADJUSTED  
 CZ1577* NAVD 88     -       462.70   (+/-2cm)    1518.0    (feet)  VERTCON   
 CZ1577  ___________________________________________________________________
 CZ1577  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ1577  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1577
 CZ1577  HORZ ORDER  -  FIRST
 CZ1577  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1577
 CZ1577.The horizontal coordinates were established by classical geodetic methods
 CZ1577.and adjusted by the National Geodetic Survey in August 1993..
 CZ1577
 CZ1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1577.The vertical order pertains to the NGVD 29 superseded value.
 CZ1577
 CZ1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1577
 CZ1577.The geoid height was determined by GEOID03.
 CZ1577
 CZ1577;                    North         East     Units Scale Factor Converg.
 CZ1577;SPC AZ C     -   197,103.958   241,262.174   MT  0.99990960   +0 09 40.5
 CZ1577;SPC AZ C     -   646,666.53    791,542.57   iFT  0.99990960   +0 09 40.5
 CZ1577;UTM  12      - 3,626,776.932   442,047.697   MT  0.99964141   -0 20 06.1
 CZ1577
 CZ1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1577!SPC AZ C     -   0.99993208  x   0.99990960  =   0.99984169
 CZ1577!UTM  12      -   0.99993208  x   0.99964141  =   0.99957352
 CZ1577
 CZ1577|---------------------------------------------------------------------|
 CZ1577| PID    Reference Object                     Distance      Geod. Az  |
 CZ1577|                                                           dddmmss.s |
 CZ1577| CH4183 AM 51 RM E                            8.843 METERS 08933     |
 CZ1577| CH4184 AM 51 RM S                            8.832 METERS 17935     |
 CZ1577| CZ2052 WAN AZ MK                           APPROX. 1.1 KM 2705907.5 |
 CZ1577|---------------------------------------------------------------------|
 CZ1577
 CZ1577                          SUPERSEDED SURVEY CONTROL
 CZ1577
 CZ1577  NAD 83(1986)-  32 46 38.55619(N)    111 37 07.73344(W) AD(       ) 1
 CZ1577  NAD 27      -  32 46 38.33833(N)    111 37 05.28775(W) AD(       ) 1
 CZ1577  NGVD 29 (??/??/92)  462.156  (m)         1516.26   (f) ADJ UNCH    1 2
 CZ1577
 CZ1577.Superseded values are not recommended for survey control.
 CZ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1577.See file dsdata.txt to determine how the superseded data were derived.
 CZ1577
 CZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4204826777(NAD 83)
 CZ1577_MARKER: DD = SURVEY DISK
 CZ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1577_STAMPING: ARMY MAP SERVICE AM 51
 CZ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1577+STABILITY: SURFACE MOTION
 CZ1577
 CZ1577  HISTORY     - Date     Condition        Report By
 CZ1577  HISTORY     - 1967     MONUMENTED       DMA
 CZ1577  HISTORY     - 1975     GOOD             AZDT
 CZ1577
 CZ1577                          STATION DESCRIPTION
 CZ1577
 CZ1577'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1577'T-7-S.  R-7-E.  IN SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ1577'
 CZ1577'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1577'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1577'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1577'IS STAMPED--AM 51 1967 ARMY MAP SERVICE.
 CZ1577'
 CZ1577'THE STATION MARK IS LOCATED AT THE TOLTEC HIGHWAY EXIT OF
 CZ1577'INTERSTATE 10.  184.0 FEET EAST OF THE CENTERLINE OF TOLTEC
 CZ1577'HIGHWAY.  114.0 FEET NORTHEAST OF THE CENTERLINE OF THE WEST
 CZ1577'BOUND LANE OF INTERSTATE 10.
 CZ1577'
 CZ1577'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1577'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1577'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 1.0
 CZ1577'MILE TO JUNCTION OF HOUSER ROAD, INTERSTATE 10, AND TOLTEC HIGHWAY
 CZ1577'AND THE STATION SITE.
 CZ1577
 CZ1577                          STATION RECOVERY (1975)
 CZ1577
 CZ1577'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1577'6.95 MI NW FROM ELOY.
 CZ1577'FROM THE TOLTEC ROAD OVERPASS ACROSS I-10, EAST ON THE INTERSTATE FOR
 CZ1577'200 FT. AND TO THE STATION ON THE LEFT.  200 FT. EAST OF TOLTEC ROAD
 CZ1577'OVERPASS.  125 FT. NORTH OF THE WEST BOUND LANE OVERPASS.  AN ARMY MAP
 CZ1577'SERVICE BRASS CAP, SET IN A 10 IN. CONCRETE POST, UP 0.1 FT., AND
 CZ1577'SUROUNDED BY A 10 IN. CONCRETE MONUMENT.  FLANKED ON 4 SIDES BY 25 FT.
 CZ1577'CONCRETE PETALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2040 ***********************************************************************
 CZ2040  DESIGNATION -  AM 52
 CZ2040  PID         -  CZ2040
 CZ2040  STATE/COUNTY-  AZ/PINAL
 CZ2040  USGS QUAD   -  ELOY NORTH (1992)
 CZ2040
 CZ2040                         *CURRENT SURVEY CONTROL
 CZ2040  ___________________________________________________________________
 CZ2040* NAD 83(1992)-  32 45 47.90007(N)    111 37 13.54699(W)     ADJUSTED  
 CZ2040* NAVD 88     -       465.88   (+/-2cm)    1528.5    (feet)  VERTCON   
 CZ2040  ___________________________________________________________________
 CZ2040  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2040  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2040
 CZ2040  HORZ ORDER  -  FIRST
 CZ2040  VERT ORDER  -  THIRD ? (See Below)
 CZ2040
 CZ2040.The horizontal coordinates were established by classical geodetic methods
 CZ2040.and adjusted by the National Geodetic Survey in August 1993..
 CZ2040
 CZ2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2040.The vertical order pertains to the NGVD 29 superseded value.
 CZ2040
 CZ2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2040
 CZ2040.The geoid height was determined by GEOID03.
 CZ2040
 CZ2040;                    North         East     Units Scale Factor Converg.
 CZ2040;SPC AZ C     -   195,543.028   241,115.254   MT  0.99990950   +0 09 37.1
 CZ2040;SPC AZ C     -   641,545.37    791,060.54   iFT  0.99990950   +0 09 37.1
 CZ2040;UTM  12      - 3,625,217.751   441,887.308   MT  0.99964164   -0 20 08.8
 CZ2040
 CZ2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2040!SPC AZ C     -   0.99993159  x   0.99990950  =   0.99984109
 CZ2040!UTM  12      -   0.99993159  x   0.99964164  =   0.99957325
 CZ2040
 CZ2040:                Primary Azimuth Mark                     Grid Az
 CZ2040:SPC AZ C     -  AN 52                                    088 19 13.3
 CZ2040:UTM  12      -  AN 52                                    088 48 59.2
 CZ2040
 CZ2040|---------------------------------------------------------------------|
 CZ2040| PID    Reference Object                     Distance      Geod. Az  |
 CZ2040|                                                           dddmmss.s |
 CZ2040| CZ1583 AN 52                               APPROX. 1.7 KM 0882850.4 |
 CZ2040| CH4185 AM 52 RM E                            8.831 METERS 08939     |
 CZ2040| CH4186 AM 52 RM S                            8.830 METERS 17939     |
 CZ2040|---------------------------------------------------------------------|
 CZ2040
 CZ2040                          SUPERSEDED SURVEY CONTROL
 CZ2040
 CZ2040  NAD 83(1986)-  32 45 47.89497(N)    111 37 13.54721(W) AD(       ) 1
 CZ2040  NAD 27      -  32 45 47.67637(N)    111 37 11.10221(W) AD(       ) 1
 CZ2040  NGVD 29 (07/19/86)  465.33   (m)         1526.7    (f) LEVELING    3  
 CZ2040
 CZ2040.Superseded values are not recommended for survey control.
 CZ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2040.See file dsdata.txt to determine how the superseded data were derived.
 CZ2040
 CZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4188725218(NAD 83)
 CZ2040_MARKER: DD = SURVEY DISK
 CZ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2040
 CZ2040  HISTORY     - Date     Condition        Report By
 CZ2040  HISTORY     - 1966     MONUMENTED       DMA
 CZ2040
 CZ2040                          STATION DESCRIPTION
 CZ2040
 CZ2040'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2040'T-7-S.  R-7-E.  IN SECTION 33 NEAR THE SOUTHEAST CORNER.
 CZ2040'
 CZ2040'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2040'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2040'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2040'STAMPED--AM 52 1966 ARMY MAP SERVICE.
 CZ2040'
 CZ2040'THE STATION MARK IS LOCATED 55.0 FEET WEST OF THE CENTERLINE OF
 CZ2040'NORTH-SOUTH IRRIGATION DITCH.  247.0 FEET WEST OF THE CENTERLINE
 CZ2040'OF NORTH-SOUTH ROAD.  139.0 FEET NORTH OF THE CENTERLINE OF
 CZ2040'EAST-WEST ROAD.  108.0 FEET NORTH OF THE EAST-WEST POWERLINE.
 CZ2040'
 CZ2040'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2040'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2040'(TOLTEC).  TURN RIGHT AND GO SOUTH FOR 2.0 MILES ON TOLTEC
 CZ2040'HIGHWAY TO CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2144 ***********************************************************************
 CZ2144  DESIGNATION -  AM 53
 CZ2144  PID         -  CZ2144
 CZ2144  STATE/COUNTY-  AZ/PINAL
 CZ2144  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2144
 CZ2144                         *CURRENT SURVEY CONTROL
 CZ2144  ___________________________________________________________________
 CZ2144* NAD 83(1992)-  32 44 53.88613(N)    111 37 10.64830(W)     ADJUSTED  
 CZ2144* NAVD 88     -       468.37   (+/-2cm)    1536.6    (feet)  VERTCON   
 CZ2144  ___________________________________________________________________
 CZ2144  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2144  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2144
 CZ2144  HORZ ORDER  -  FIRST
 CZ2144  VERT ORDER  -  THIRD ? (See Below)
 CZ2144
 CZ2144.The horizontal coordinates were established by classical geodetic methods
 CZ2144.and adjusted by the National Geodetic Survey in August 1993..
 CZ2144
 CZ2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2144.The vertical order pertains to the NGVD 29 superseded value.
 CZ2144
 CZ2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2144
 CZ2144.The geoid height was determined by GEOID03.
 CZ2144
 CZ2144;                    North         East     Units Scale Factor Converg.
 CZ2144;SPC AZ C     -   193,879.466   241,195.362   MT  0.99990955   +0 09 38.5
 CZ2144;SPC AZ C     -   636,087.49    791,323.37   iFT  0.99990955   +0 09 38.5
 CZ2144;UTM  12      - 3,623,554.003   441,952.995   MT  0.99964155   -0 20 06.7
 CZ2144
 CZ2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2144!SPC AZ C     -   0.99993120  x   0.99990955  =   0.99984076
 CZ2144!UTM  12      -   0.99993120  x   0.99964155  =   0.99957277
 CZ2144
 CZ2144|---------------------------------------------------------------------|
 CZ2144| PID    Reference Object                     Distance      Geod. Az  |
 CZ2144|                                                           dddmmss.s |
 CZ2144| CH4187 AM 53 RM E                            8.828 METERS 08913     |
 CZ2144| CH4188 AM 53 RM S                            8.825 METERS 17918     |
 CZ2144| CZ2159 AL 53                               APPROX. 1.7 KM 2725215.5 |
 CZ2144|---------------------------------------------------------------------|
 CZ2144
 CZ2144                          SUPERSEDED SURVEY CONTROL
 CZ2144
 CZ2144  NAD 83(1986)-  32 44 53.88103(N)    111 37 10.64840(W) AD(       ) 1
 CZ2144  NAD 27      -  32 44 53.66105(N)    111 37 08.20480(W) AD(       ) 1
 CZ2144  NGVD 29 (07/19/86)  467.81   (m)         1534.8    (f) LEVELING    3  
 CZ2144
 CZ2144.Superseded values are not recommended for survey control.
 CZ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2144.See file dsdata.txt to determine how the superseded data were derived.
 CZ2144
 CZ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4195323554(NAD 83)
 CZ2144_MARKER: DD = SURVEY DISK
 CZ2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2144
 CZ2144  HISTORY     - Date     Condition        Report By
 CZ2144  HISTORY     - 1966     MONUMENTED       DMA
 CZ2144
 CZ2144                          STATION DESCRIPTION
 CZ2144
 CZ2144'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2144'T-8-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHWEST CORNER.
 CZ2144'
 CZ2144'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2144'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2144'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2144'IS STAMPED--AM 53 1966 ARMY MAP SERVICE.
 CZ2144'
 CZ2144'THE STATION MARK IS LOCATED 47.0 FEET SOUTH OF EAST-WEST
 CZ2144'POWERLINE.  87.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2144'ROAD.  54.0 FEET EAST OF THE NORTH-SOUTH POWERLINE.  92.0 FEET
 CZ2144'EAST OF THE CENTERLINE OF NORTH-SOUTH HIGHWAY.
 CZ2144'
 CZ2144'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2144'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2144'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 3.0
 CZ2144'MILES TO ALSDORF ROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2145 ***********************************************************************
 CZ2145  DESIGNATION -  AM 54
 CZ2145  PID         -  CZ2145
 CZ2145  STATE/COUNTY-  AZ/PINAL
 CZ2145  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2145
 CZ2145                         *CURRENT SURVEY CONTROL
 CZ2145  ___________________________________________________________________
 CZ2145* NAD 83(1992)-  32 44 01.95779(N)    111 37 11.34949(W)     ADJUSTED  
 CZ2145* NAVD 88     -       470.81   (+/-2cm)    1544.6    (feet)  VERTCON   
 CZ2145  ___________________________________________________________________
 CZ2145  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2145  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2145
 CZ2145  HORZ ORDER  -  FIRST
 CZ2145  VERT ORDER  -  THIRD ? (See Below)
 CZ2145
 CZ2145.The horizontal coordinates were established by classical geodetic methods
 CZ2145.and adjusted by the National Geodetic Survey in August 1993..
 CZ2145
 CZ2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2145.The vertical order pertains to the NGVD 29 superseded value.
 CZ2145
 CZ2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2145
 CZ2145.The geoid height was determined by GEOID03.
 CZ2145
 CZ2145;                    North         East     Units Scale Factor Converg.
 CZ2145;SPC AZ C     -   192,279.886   241,181.592   MT  0.99990954   +0 09 37.9
 CZ2145;SPC AZ C     -   630,839.52    791,278.19   iFT  0.99990954   +0 09 37.9
 CZ2145;UTM  12      - 3,621,955.032   441,925.391   MT  0.99964159   -0 20 06.6
 CZ2145
 CZ2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2145!SPC AZ C     -   0.99993082  x   0.99990954  =   0.99984037
 CZ2145!UTM  12      -   0.99993082  x   0.99964159  =   0.99957243
 CZ2145
 CZ2145|---------------------------------------------------------------------|
 CZ2145| PID    Reference Object                     Distance      Geod. Az  |
 CZ2145|                                                           dddmmss.s |
 CZ2145| CH4189 AM 54 RM E                            8.830 METERS 08830     |
 CZ2145| CZ2150 AN 54 RESET                         APPROX. 1.6 KM 0902815.8 |
 CZ2145| CH4190 AM 54 RM S                            8.832 METERS 17906     |
 CZ2145|---------------------------------------------------------------------|
 CZ2145
 CZ2145                          SUPERSEDED SURVEY CONTROL
 CZ2145
 CZ2145  NAD 83(1986)-  32 44 01.95269(N)    111 37 11.34947(W) AD(       ) 1
 CZ2145  NAD 27      -  32 44 01.73130(N)    111 37 08.90713(W) AD(       ) 1
 CZ2145  NGVD 29 (07/19/86)  470.25   (m)         1542.8    (f) LEVELING    3  
 CZ2145
 CZ2145.Superseded values are not recommended for survey control.
 CZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2145.See file dsdata.txt to determine how the superseded data were derived.
 CZ2145
 CZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4192521955(NAD 83)
 CZ2145_MARKER: DD = SURVEY DISK
 CZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2145
 CZ2145  HISTORY     - Date     Condition        Report By
 CZ2145  HISTORY     - 1966     MONUMENTED       DMA
 CZ2145  HISTORY     - 1968     POOR             DMA
 CZ2145
 CZ2145                          STATION DESCRIPTION
 CZ2145
 CZ2145'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2145'T-8-S.  R-7-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2145'
 CZ2145'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2145'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2145'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2145'IS STAMPED--AM 54 1966 ARMY MAP SERVICE.
 CZ2145'
 CZ2145'THE STATION MARK IS LOCATED 59.0 FEET SOUTH OF EAST-WEST
 CZ2145'POWERLINE.  93.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2145'ROAD.  61.0 FEET EAST OF NORTH-SOUTH POWERLINE.  98.0 FEET EAST
 CZ2145'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  38.0 FEET EAST OF THE
 CZ2145'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2145'
 CZ2145'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2145'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2145'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 4.0 MILES
 CZ2145'TO MILLIGAN ROAD AND THE STATION SITE.
 CZ2145
 CZ2145                          STATION RECOVERY (1968)
 CZ2145
 CZ2145'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2145'FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2146 ***********************************************************************
 CZ2146  DESIGNATION -  AM 55
 CZ2146  PID         -  CZ2146
 CZ2146  STATE/COUNTY-  AZ/PINAL
 CZ2146  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2146
 CZ2146                         *CURRENT SURVEY CONTROL
 CZ2146  ___________________________________________________________________
 CZ2146* NAD 83(1992)-  32 43 11.07743(N)    111 37 11.77694(W)     ADJUSTED  
 CZ2146* NAVD 88     -       473.34   (+/-2cm)    1552.9    (feet)  VERTCON   
 CZ2146  ___________________________________________________________________
 CZ2146  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2146  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2146
 CZ2146  HORZ ORDER  -  FIRST
 CZ2146  VERT ORDER  -  THIRD ? (See Below)
 CZ2146
 CZ2146.The horizontal coordinates were established by classical geodetic methods
 CZ2146.and adjusted by the National Geodetic Survey in August 1993..
 CZ2146
 CZ2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2146.The vertical order pertains to the NGVD 29 superseded value.
 CZ2146
 CZ2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2146
 CZ2146.The geoid height was determined by GEOID03.
 CZ2146
 CZ2146;                    North         East     Units Scale Factor Converg.
 CZ2146;SPC AZ C     -   190,712.611   241,174.852   MT  0.99990954   +0 09 37.4
 CZ2146;SPC AZ C     -   625,697.54    791,256.08   iFT  0.99990954   +0 09 37.4
 CZ2146;UTM  12      - 3,620,388.293   441,905.101   MT  0.99964162   -0 20 06.4
 CZ2146
 CZ2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2146!SPC AZ C     -   0.99993042  x   0.99990954  =   0.99983997
 CZ2146!UTM  12      -   0.99993042  x   0.99964162  =   0.99957207
 CZ2146
 CZ2146|---------------------------------------------------------------------|
 CZ2146| PID    Reference Object                     Distance      Geod. Az  |
 CZ2146|                                                           dddmmss.s |
 CZ2146| CH4191 AM 55 RM E                            8.838 METERS 08919     |
 CZ2146| CZ2138 AN 55                               APPROX. 1.6 KM 0915824.4 |
 CZ2146| CH4192 AM 55 RM S                            8.836 METERS 17918     |
 CZ2146|---------------------------------------------------------------------|
 CZ2146
 CZ2146                          SUPERSEDED SURVEY CONTROL
 CZ2146
 CZ2146  NAD 83(1986)-  32 43 11.07234(N)    111 37 11.77682(W) AD(       ) 1
 CZ2146  NAD 27      -  32 43 10.84949(N)    111 37 09.33554(W) AD(       ) 1
 CZ2146  NGVD 29 (07/19/86)  472.78   (m)         1551.1    (f) LEVELING    3  
 CZ2146
 CZ2146.Superseded values are not recommended for survey control.
 CZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2146.See file dsdata.txt to determine how the superseded data were derived.
 CZ2146
 CZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4190520388(NAD 83)
 CZ2146_MARKER: DD = SURVEY DISK
 CZ2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2146
 CZ2146  HISTORY     - Date     Condition        Report By
 CZ2146  HISTORY     - 1966     MONUMENTED       DMA
 CZ2146
 CZ2146                          STATION DESCRIPTION
 CZ2146
 CZ2146'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2146'T-8-S.  R-7-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2146'
 CZ2146'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2146'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2146'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2146'STAMPED--AM 55 1966 ARMY MAP SERVICE.
 CZ2146'
 CZ2146'THE STATION MARK IS LOCATED 89 FEET NORTH OF THE CENTERLINE
 CZ2146'OF EAST-WEST ROAD.  119 FEET NORTH OF THE EAST-WEST
 CZ2146'POWERLINE.  51 FEET EAST OF NORTH-SOUTH POWERLINE.  88 FEET
 CZ2146'EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2146'
 CZ2146'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2146'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2146'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 5.0 MILES
 CZ2146'TO PHILLIPS ROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2148 ***********************************************************************
 CZ2148  DESIGNATION -  AM 56
 CZ2148  PID         -  CZ2148
 CZ2148  STATE/COUNTY-  AZ/PINAL
 CZ2148  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2148
 CZ2148                         *CURRENT SURVEY CONTROL
 CZ2148  ___________________________________________________________________
 CZ2148* NAD 83(1992)-  32 42 16.59398(N)    111 37 14.14716(W)     ADJUSTED  
 CZ2148* NAVD 88     -       476.50   (+/-2cm)    1563.3    (feet)  VERTCON   
 CZ2148  ___________________________________________________________________
 CZ2148  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2148  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2148
 CZ2148  HORZ ORDER  -  FIRST
 CZ2148  VERT ORDER  -  THIRD ? (See Below)
 CZ2148
 CZ2148.The horizontal coordinates were established by classical geodetic methods
 CZ2148.and adjusted by the National Geodetic Survey in August 1993..
 CZ2148
 CZ2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2148.The vertical order pertains to the NGVD 29 superseded value.
 CZ2148
 CZ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2148
 CZ2148.The geoid height was determined by GEOID03.
 CZ2148
 CZ2148;                    North         East     Units Scale Factor Converg.
 CZ2148;SPC AZ C     -   189,034.213   241,117.821   MT  0.99990950   +0 09 35.9
 CZ2148;SPC AZ C     -   620,190.99    791,068.97   iFT  0.99990950   +0 09 35.9
 CZ2148;UTM  12      - 3,618,710.901   441,833.580   MT  0.99964172   -0 20 07.2
 CZ2148
 CZ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2148!SPC AZ C     -   0.99992993  x   0.99990950  =   0.99983944
 CZ2148!UTM  12      -   0.99992993  x   0.99964172  =   0.99957167
 CZ2148
 CZ2148:                Primary Azimuth Mark                     Grid Az
 CZ2148:SPC AZ C     -  AN 56                                    087 00 54.3
 CZ2148:UTM  12      -  AN 56                                    087 30 37.4
 CZ2148
 CZ2148|---------------------------------------------------------------------|
 CZ2148| PID    Reference Object                     Distance      Geod. Az  |
 CZ2148|                                                           dddmmss.s |
 CZ2148| CZ2142 AN 56                               APPROX. 1.6 KM 0871030.2 |
 CZ2148| CH4193 AM 56 RM E                            8.835 METERS 08855     |
 CZ2148| CH4194 AM 56 RM S                            8.846 METERS 17856     |
 CZ2148|---------------------------------------------------------------------|
 CZ2148
 CZ2148                          SUPERSEDED SURVEY CONTROL
 CZ2148
 CZ2148  NAD 83(1986)-  32 42 16.58888(N)    111 37 14.14691(W) AD(       ) 1
 CZ2148  NAD 27      -  32 42 16.36447(N)    111 37 11.70694(W) AD(       ) 1
 CZ2148  NGVD 29 (07/19/86)  475.94   (m)         1561.5    (f) LEVELING    3  
 CZ2148
 CZ2148.Superseded values are not recommended for survey control.
 CZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2148.See file dsdata.txt to determine how the superseded data were derived.
 CZ2148
 CZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4183418711(NAD 83)
 CZ2148_MARKER: DD = SURVEY DISK
 CZ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2148
 CZ2148  HISTORY     - Date     Condition        Report By
 CZ2148  HISTORY     - 1966     MONUMENTED       DMA
 CZ2148  HISTORY     - 1968     POOR             DMA
 CZ2148
 CZ2148                          STATION DESCRIPTION
 CZ2148
 CZ2148'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2148'T-8-S.  R-7-E.  IN SECTION 28 NEAR THE NORTHEAST CORNER.
 CZ2148'
 CZ2148'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2148'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2148'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2148'IS STAMPED--AM 56 1966 ARMY MAP SERVICE.
 CZ2148'
 CZ2148'THE STATION MARK IS LOCATED 60 FEET SOUTH OF THE CENTERLINE OF
 CZ2148'EAST-WEST IRRIGATION DITCH.  103 FEET SOUTH OF THE CENTERLINE
 CZ2148'OF EAST-WEST ROAD.  122 FEET SOUTH OF THE EAST-WEST
 CZ2148'POWERLINE.  80 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2148'
 CZ2148'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2148'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2148'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 6.0
 CZ2148'MILES TO SHAY ROAD AND THE STATION SITE.
 CZ2148
 CZ2148                          STATION RECOVERY (1968)
 CZ2148
 CZ2148'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2148'FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2147 ***********************************************************************
 CZ2147  DESIGNATION -  AM 57
 CZ2147  PID         -  CZ2147
 CZ2147  STATE/COUNTY-  AZ/PINAL
 CZ2147  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2147
 CZ2147                         *CURRENT SURVEY CONTROL
 CZ2147  ___________________________________________________________________
 CZ2147* NAD 83(1992)-  32 41 24.01885(N)    111 37 12.01825(W)     ADJUSTED  
 CZ2147* NAVD 88     -       480.20   (+/-2cm)    1575.5    (feet)  VERTCON   
 CZ2147  ___________________________________________________________________
 CZ2147  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2147  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2147
 CZ2147  HORZ ORDER  -  FIRST
 CZ2147  VERT ORDER  -  THIRD ? (See Below)
 CZ2147
 CZ2147.The horizontal coordinates were established by classical geodetic methods
 CZ2147.and adjusted by the National Geodetic Survey in August 1993..
 CZ2147
 CZ2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2147.The vertical order pertains to the NGVD 29 superseded value.
 CZ2147
 CZ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2147
 CZ2147.The geoid height was determined by GEOID03.
 CZ2147
 CZ2147;                    North         East     Units Scale Factor Converg.
 CZ2147;SPC AZ C     -   187,414.928   241,177.794   MT  0.99990954   +0 09 36.8
 CZ2147;SPC AZ C     -   614,878.37    791,265.73   iFT  0.99990954   +0 09 36.8
 CZ2147;UTM  12      - 3,617,091.592   441,879.543   MT  0.99964165   -0 20 05.5
 CZ2147
 CZ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2147!SPC AZ C     -   0.99992935  x   0.99990954  =   0.99983890
 CZ2147!UTM  12      -   0.99992935  x   0.99964165  =   0.99957102
 CZ2147
 CZ2147|---------------------------------------------------------------------|
 CZ2147| PID    Reference Object                     Distance      Geod. Az  |
 CZ2147|                                                           dddmmss.s |
 CZ2147| CH4195 AM 57 RM E                            8.830 METERS 08919     |
 CZ2147| CH4196 AM 57 RM S                            8.835 METERS 17921     |
 CZ2147| CZ2156 AL 57                               APPROX. 1.6 KM 2692744.0 |
 CZ2147|---------------------------------------------------------------------|
 CZ2147
 CZ2147                          SUPERSEDED SURVEY CONTROL
 CZ2147
 CZ2147  NAD 83(1986)-  32 41 24.01376(N)    111 37 12.01789(W) AD(       ) 1
 CZ2147  NAD 27      -  32 41 23.78779(N)    111 37 09.57926(W) AD(       ) 1
 CZ2147  NGVD 29 (07/19/86)  479.64   (m)         1573.6    (f) LEVELING    3  
 CZ2147
 CZ2147.Superseded values are not recommended for survey control.
 CZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2147.See file dsdata.txt to determine how the superseded data were derived.
 CZ2147
 CZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4188017092(NAD 83)
 CZ2147_MARKER: DD = SURVEY DISK
 CZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2147
 CZ2147  HISTORY     - Date     Condition        Report By
 CZ2147  HISTORY     - 1966     MONUMENTED       DMA
 CZ2147
 CZ2147                          STATION DESCRIPTION
 CZ2147
 CZ2147'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2147'T-8-S.  R-7-E.  IN THE SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ2147'
 CZ2147'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2147'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2147'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2147'MARK IS STAMPED--AM 57 1966 ARMY MAP SERVICE.
 CZ2147'
 CZ2147'THE STATION MARK IS LOCATED 60 FEET SOUTH OF THE EAST-WEST
 CZ2147'POWERLINE.  90 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2147'ROAD.  107 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2147'
 CZ2147'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2147'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2147'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 7.0
 CZ2147'MILES TO NUTT ROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2149 ***********************************************************************
 CZ2149  DESIGNATION -  AM 58
 CZ2149  PID         -  CZ2149
 CZ2149  STATE/COUNTY-  AZ/PINAL
 CZ2149  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2149
 CZ2149                         *CURRENT SURVEY CONTROL
 CZ2149  ___________________________________________________________________
 CZ2149* NAD 83(1992)-  32 40 33.98094(N)    111 37 15.63689(W)     ADJUSTED  
 CZ2149* NAVD 88     -       482.90   (+/-2cm)    1584.3    (feet)  VERTCON   
 CZ2149  ___________________________________________________________________
 CZ2149  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CZ2149  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2149
 CZ2149  HORZ ORDER  -  FIRST
 CZ2149  VERT ORDER  -  THIRD ? (See Below)
 CZ2149
 CZ2149.The horizontal coordinates were established by classical geodetic methods
 CZ2149.and adjusted by the National Geodetic Survey in August 1993..
 CZ2149
 CZ2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2149.The vertical order pertains to the NGVD 29 superseded value.
 CZ2149
 CZ2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2149
 CZ2149.The geoid height was determined by GEOID03.
 CZ2149
 CZ2149;                    North         East     Units Scale Factor Converg.
 CZ2149;SPC AZ C     -   185,873.381   241,087.833   MT  0.99990948   +0 09 34.6
 CZ2149;SPC AZ C     -   609,820.80    790,970.58   iFT  0.99990948   +0 09 34.6
 CZ2149;UTM  12      - 3,615,551.293   441,776.295   MT  0.99964180   -0 20 07.0
 CZ2149
 CZ2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2149!SPC AZ C     -   0.99992893  x   0.99990948  =   0.99983841
 CZ2149!UTM  12      -   0.99992893  x   0.99964180  =   0.99957075
 CZ2149
 CZ2149|---------------------------------------------------------------------|
 CZ2149| PID    Reference Object                     Distance      Geod. Az  |
 CZ2149|                                                           dddmmss.s |
 CZ2149| CH4197 AM 58 RM E                            8.827 METERS 08933     |
 CZ2149| CH4198 AM 58 RM S                            8.835 METERS 17936     |
 CZ2149| CZ2157 AL 58                               APPROX. 1.5 KM 2654544.0 |
 CZ2149|---------------------------------------------------------------------|
 CZ2149
 CZ2149                          SUPERSEDED SURVEY CONTROL
 CZ2149
 CZ2149  NAD 83(1986)-  32 40 33.97585(N)    111 37 15.63642(W) AD(       ) 1
 CZ2149  NAD 27      -  32 40 33.74851(N)    111 37 13.19886(W) AD(       ) 1
 CZ2149  NGVD 29 (07/19/86)  482.34   (m)         1582.5    (f) LEVELING    3  
 CZ2149
 CZ2149.Superseded values are not recommended for survey control.
 CZ2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2149.See file dsdata.txt to determine how the superseded data were derived.
 CZ2149
 CZ2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4177615551(NAD 83)
 CZ2149_MARKER: DD = SURVEY DISK
 CZ2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2149
 CZ2149  HISTORY     - Date     Condition        Report By
 CZ2149  HISTORY     - 1966     MONUMENTED       DMA
 CZ2149
 CZ2149                          STATION DESCRIPTION
 CZ2149
 CZ2149'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2149'T-8-S.  R-7-E.  IN SECTION 33 NEAR THE SOUTHEAST CORNER.
 CZ2149'
 CZ2149'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2149'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2149'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2149'MARK IS STAMPED--AM 58 1966 ARMY MAP SERVICE.
 CZ2149'
 CZ2149'THE STATION MARK IS LOCATED 66 FEET SOUTH OF THE CENTERLINE OF
 CZ2149'EAST-WEST IRRIGATION DITCH.  102 FEET WEST OF THE CENTERLINE OF
 CZ2149'NORTH-SOUTH IRRIGATION DITCH.  252 FEET WEST OF THE CENTERLINE OF
 CZ2149'NORTH-SOUTH ROAD.  116 FEET NORTH OF EAST-WEST POWERLINE.  146
 CZ2149'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  63 FEET
 CZ2149'EAST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  181
 CZ2149'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2149'
 CZ2149'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2149'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2149'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 8.0 MILES
 CZ2149'TO HARMON ROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9433 ***********************************************************************
 DG9433  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9433  DESIGNATION -  AMARILLAS
 DG9433  PID         -  DG9433
 DG9433  STATE/COUNTY-  AZ/COCHISE
 DG9433  USGS QUAD   -  BISBEE (1978)
 DG9433
 DG9433                         *CURRENT SURVEY CONTROL
 DG9433  ___________________________________________________________________
 DG9433* NAD 83(1992)-  31 23 23.04319(N)    109 55 40.59040(W)     ADJUSTED  
 DG9433* NAVD 88     -      1492.25   (meters)    4895.8    (feet)  GPS OBS   
 DG9433  ___________________________________________________________________
 DG9433  X           -  -1,857,860.726 (meters)                     COMP
 DG9433  Y           -  -5,124,473.922 (meters)                     COMP
 DG9433  Z           -   3,303,619.446 (meters)                     COMP
 DG9433  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DG9433  ELLIP HEIGHT-        1464.72  (meters)          (03/22/05) GPS OBS
 DG9433  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG9433
 DG9433  HORZ ORDER  -  A
 DG9433  ELLP ORDER  -  FOURTH    CLASS I
 DG9433
 DG9433.The horizontal coordinates were established by GPS observations
 DG9433.and adjusted by the National Geodetic Survey in March 2005..
 DG9433
 DG9433.The orthometric height was determined by GPS observations and a
 DG9433.high-resolution geoid model using precise GPS observation and
 DG9433.processing techniques.
 DG9433
 DG9433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9433
 DG9433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9433
 DG9433.The ellipsoidal height was determined by GPS observations
 DG9433.and is referenced to NAD 83.
 DG9433
 DG9433.The geoid height was determined by GEOID03.
 DG9433
 DG9433;                    North         East     Units Scale Factor Converg.
 DG9433;SPC AZ E     -    43,231.247   236,063.753   MT  0.99990636   +0 07 27.6
 DG9433;SPC AZ E     -   141,834.80    774,487.38   iFT  0.99990636   +0 07 27.6
 DG9433;UTM  12      - 3,473,292.305   601,929.313   MT  0.99972814   +0 33 30.4
 DG9433
 DG9433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9433!SPC AZ E     -   0.99977005  x   0.99990636  =   0.99967643
 DG9433!UTM  12      -   0.99977005  x   0.99972814  =   0.99949825
 DG9433
 DG9433                          SUPERSEDED SURVEY CONTROL
 DG9433
 DG9433.No superseded survey control is available for this station.
 DG9433
 DG9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0192973292(NAD 83)
 DG9433_MARKER: DD = SURVEY DISK
 DG9433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9433_STAMPING: AMARILLAS
 DG9433_MARK LOGO: AZ-003
 DG9433_PROJECTION: FLUSH
 DG9433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9433+STABILITY: SURFACE MOTION
 DG9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9433+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 DG9433
 DG9433  HISTORY     - Date     Condition        Report By
 DG9433  HISTORY     - 20031030 MONUMENTED       AZ-003
 DG9433
 DG9433                          STATION DESCRIPTION
 DG9433
 DG9433'DESCRIBED BY COCHISE COUNTY ARIZONA 2003 (DLS)
 DG9433'FROM THE INTERSECTION OF HIGHWAY 92 AND NACO HIGHWAY IN BISBEE, GO
 DG9433'SOUTH ALONG NACO  HIGHWAY FOR 0.72 MILES.  TURN RIGHT, WEST, ON
 DG9433'HEREFORD ROAD AND GO 0.47 MILES AND TURN  LEFT, SOUTH, INTO COCHISE
 DG9433'COUNTY ROAD YARD. THE MONUMENT IS LOCATED IN FRONT OF  BUILDING 1229
 DG9433'NEAR ROCK PILE. THE STATION IS A SURVEY DISK SET IN TOP OF A CONCRETE
 DG9433'MONUMENT AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0347 ***********************************************************************
 CG0347  DESIGNATION -  AMOLE
 CG0347  PID         -  CG0347
 CG0347  STATE/COUNTY-  AZ/PIMA
 CG0347  USGS QUAD   -  THE NARROWS (1981)
 CG0347
 CG0347                         *CURRENT SURVEY CONTROL
 CG0347  ___________________________________________________________________
 CG0347* NAD 83(1992)-  31 58 38.44484(N)    110 30 50.34685(W)     ADJUSTED  
 CG0347* NAVD 88     -      1176.086  (meters)    3858.54   (feet)  ADJUSTED  
 CG0347  ___________________________________________________________________
 CG0347  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CG0347  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0347  DYNAMIC HT  -        1174.347 (meters)    3852.84  (feet)  COMP
 CG0347  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CG0347
 CG0347  HORZ ORDER  -  SECOND
 CG0347  VERT ORDER  -  FIRST     CLASS II
 CG0347
 CG0347.The horizontal coordinates were established by classical geodetic methods
 CG0347.and adjusted by the National Geodetic Survey in August 1993..
 CG0347
 CG0347.The orthometric height was determined by differential leveling
 CG0347.and adjusted by the National Geodetic Survey in June 1991..
 CG0347
 CG0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0347
 CG0347.The geoid height was determined by GEOID03.
 CG0347
 CG0347.The dynamic height is computed by dividing the NAVD 88
 CG0347.geopotential number by the normal gravity value computed on the
 CG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0347.degrees latitude (g = 980.6199 gals.).
 CG0347
 CG0347.The modeled gravity was interpolated from observed gravity values.
 CG0347
 CG0347;                    North         East     Units Scale Factor Converg.
 CG0347;SPC AZ C     -   109,214.707   345,928.957   MT  1.00011668   +0 44 34.6
 CG0347;SPC AZ C     -   358,315.97  1,134,937.52   iFT  1.00011668   +0 44 34.6
 CG0347;SPC AZ E     -   108,407.913   180,535.904   MT  0.99991328   -0 11 02.2
 CG0347;SPC AZ E     -   355,669.01    592,309.40   iFT  0.99991328   -0 11 02.2
 CG0347;UTM  12      - 3,538,027.788   545,918.219   MT  0.99962600   +0 15 26.6
 CG0347
 CG0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0347!SPC AZ C     -   0.99981976  x   1.00011668  =   0.99993642
 CG0347!SPC AZ E     -   0.99981976  x   0.99991328  =   0.99973305
 CG0347!UTM  12      -   0.99981976  x   0.99962600  =   0.99944582
 CG0347
 CG0347|---------------------------------------------------------------------|
 CG0347| PID    Reference Object                     Distance      Geod. Az  |
 CG0347|                                                           dddmmss.s |
 CG0347| CG0348 Q 355                                 6.261 METERS 03051     |
 CG0347| CG0342 HIGHWAY 80 STA 3857+53                8.156 METERS 28512     |
 CG0347| CC8264 SLIM                                               2960934.7 |
 CG0347|---------------------------------------------------------------------|
 CG0347
 CG0347                          SUPERSEDED SURVEY CONTROL
 CG0347
 CG0347  NAD 83(1986)-  31 58 38.44014(N)    110 30 50.34463(W) AD(       ) 2
 CG0347  NAD 27      -  31 58 38.14260(N)    110 30 48.06920(W) AD(       ) 2
 CG0347  NGVD 29 (??/??/92) 1175.334  (m)         3856.07   (f) ADJ UNCH    1 2
 CG0347
 CG0347.Superseded values are not recommended for survey control.
 CG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0347.See file dsdata.txt to determine how the superseded data were derived.
 CG0347
 CG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4591838028(NAD 83)
 CG0347_MARKER: DE = TRAVERSE STATION DISK
 CG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0347_STAMPING: AMOLE 1960
 CG0347_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0347+STABILITY: SURFACE MOTION
 CG0347
 CG0347  HISTORY     - Date     Condition        Report By
 CG0347  HISTORY     - 1960     MONUMENTED       CGS
 CG0347  HISTORY     - 1960     GOOD             CGS
 CG0347  HISTORY     - 1962     GOOD             CGS
 CG0347  HISTORY     - 1976     GOOD             USGS
 CG0347  HISTORY     - 1979     GOOD             NGS
 CG0347
 CG0347                          STATION DESCRIPTION
 CG0347
 CG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 CG0347'AT THE AMOLE OVERPASS, 29.6 MILES ALONG U.S. HIGHWAY 80 FROM ITS
 CG0347'JUNCTION WITH U.S. HIGHWAY 89 IN SOUTH TUCSON, 11.8 MILES WESTWARD
 CG0347'FROM THE POST OFFICE IN BENSON ALONG U.S. HIGHWAY 80, NEAR THE
 CG0347'SOUTHEAST END OF THE OVERPASS, 19 FEET NORTH OF THE EAST BOUND
 CG0347'TRAFFIC LANE IN THE MEDIA STRIP, A STANDARD TRAVERSE DISK SET IN
 CG0347'A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES AND STAMPED AMOLE
 CG0347'1960.
 CG0347'
 CG0347'REFERENCE MARK NUMBER 1 IS A STANDARD BENCH MARK DISK STAMPED
 CG0347'Q 355 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 CG0347'AND CURB OF THE WEST BOUND TRAFFIC LANE AT THE SAME ELEVATION
 CG0347'OF THE ROADBED.
 CG0347'
 CG0347'REFERENCE MARK NO. 2 IS A BRONZE DISK OF THE ARIZONA HIGHWAY
 CG0347'DEPARTMENT STAMPED 3857 + 53 CEMENTED IN THE NORTHEAST ABUTMENT
 CG0347'OF THE EAST BOUND TRAFFIC LANE.
 CG0347'
 CG0347'THE AZIMUTH MARK, SLIM (USE) IS A BRONZE CAP OF THE CORPS OF
 CG0347'ENGINEERS, U.S. ARMY, STAMPED SLIM 1960, SITUATED IN A CAIRN,
 CG0347'110 YARDS NORTHEAST FROM A HIGHWAY REST AREA, 100 YARDS NORTH FROM
 CG0347'THE HIGHWAY RIGHT OF WAY FENCE, AND 0.55 MILE NORTHWEST ALONG
 CG0347'THE HIGHWAY FROM THE STATION.
 CG0347
 CG0347                          STATION RECOVERY (1960)
 CG0347
 CG0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0347'12.8 MI W FROM BENSON.
 CG0347'12.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0347'THE AMOLE OVERPASS, 26.76 FEET EAST OF 3857 - 53 (AHD), 20.55 FEET
 CG0347'SOUTHWEST OF B.M. Q 355, 19 FEET NORTH OF THE CENTERLINE OF THE EAST
 CG0347'BOUND TRAFFIC LANE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8
 CG0347'INCHES.
 CG0347
 CG0347                          STATION RECOVERY (1962)
 CG0347
 CG0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0347'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 CG0347'FOUND AND RECOVERED AS DESCRIBED.  THE LOCATION AND TO REACH
 CG0347'DESCRIPTION WAS FOUND ADEQUATE.  A DIFFERENCE WAS FOUND IN B.M.
 CG0347'Q 355 (R.M. 1) DISTANCE AND DOUBLE CHECKED.  A DIFFERENCE WAS ALSO
 CG0347'FOUND IN THE DIRECTION OF THE AZIMUTH MARK AND DOUBLE CHECKED
 CG0347'WITH A SET OBSERVATIONS BY ANOTHER OBSERVER.
 CG0347'
 CG0347'PICTURE POINT IS THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT OF
 CG0347'THE EAST BOUND TRAFFIC LANE BRIDGE OVER THE SOUTHERN PACIFIC
 CG0347'RAILROAD ON U.S. HIGHWAY 80 AND INTERSTATE HIGHWAY 10.
 CG0347'
 CG0347'R.M. 1 TO R.M. 2 OBSTRUCTED FOR MEASUREMENT.
 CG0347
 CG0347                          STATION RECOVERY (1976)
 CG0347
 CG0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0347'13.1 MI W. ALONG US HWT 80 (I-HWY 10) FROM POST OFFICE IN BENSON; 0.1
 CG0347'MI W. OF AMOLE OVERPASS; 19 FT. N. OF EASTBOUND TRAFFIC LANE IN
 CG0347'MEDIAN STRIP; SET IN CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES;
 CG0347'NGS DISK STAMPED "AMOLE 1960"
 CG0347
 CG0347                          STATION RECOVERY (1979)
 CG0347
 CG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0347'13.0 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0347'OVERPASS AT BENSON, AT THE AMOLE OVERPASS OVER THE SOUTHERN PACIFIC
 CG0347'RAILROAD, 19.5 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC
 CG0347'LANE, 23.5 FEET EAST OF THE EAST END OF THE NORTH CONCRETE CURB OF
 CG0347'THE EASTBOUND LANE BRIDGE AND 4.5 FEET NORTH OF A METAL GUARD RAIL.
 CG0347'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CG0347'THE MARK IS ABOVE LEVEL WITH TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2018 ***********************************************************************
 CZ2018  DESIGNATION -  AN 43
 CZ2018  PID         -  CZ2018
 CZ2018  STATE/COUNTY-  AZ/PINAL
 CZ2018  USGS QUAD   -  COOLIDGE (1992)
 CZ2018
 CZ2018                         *CURRENT SURVEY CONTROL
 CZ2018  ___________________________________________________________________
 CZ2018* NAD 83(1992)-  32 53 40.35628(N)    111 36 04.79245(W)     ADJUSTED  
 CZ2018* NAVD 88     -       438.99   (+/-2cm)    1440.3    (feet)  VERTCON   
 CZ2018  ___________________________________________________________________
 CZ2018  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ2018  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2018
 CZ2018  HORZ ORDER  -  FIRST
 CZ2018  VERT ORDER  -  THIRD ? (See Below)
 CZ2018
 CZ2018.The horizontal coordinates were established by classical geodetic methods
 CZ2018.and adjusted by the National Geodetic Survey in August 1993..
 CZ2018
 CZ2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2018.The vertical order pertains to the NGVD 29 superseded value.
 CZ2018
 CZ2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2018
 CZ2018.The geoid height was determined by GEOID03.
 CZ2018
 CZ2018;                    North         East     Units Scale Factor Converg.
 CZ2018;SPC AZ C     -   210,101.295   242,861.228   MT  0.99991073   +0 10 16.5
 CZ2018;SPC AZ C     -   689,308.71    796,788.81   iFT  0.99991073   +0 10 16.5
 CZ2018;UTM  12      - 3,639,756.403   443,758.983   MT  0.99963900   -0 19 35.7
 CZ2018
 CZ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2018!SPC AZ C     -   0.99993579  x   0.99991073  =   0.99984652
 CZ2018!UTM  12      -   0.99993579  x   0.99963900  =   0.99957481
 CZ2018
 CZ2018|---------------------------------------------------------------------|
 CZ2018| PID    Reference Object                     Distance      Geod. Az  |
 CZ2018|                                                           dddmmss.s |
 CZ2018| CH4199 AN 43 RM E                            8.846 METERS 08925     |
 CZ2018| CH4200 AN 43 RM S                            8.842 METERS 17919     |
 CZ2018| CZ2043 FOUR                                APPROX. 8.3 KM 1990628.1 |
 CZ2018|---------------------------------------------------------------------|
 CZ2018
 CZ2018                          SUPERSEDED SURVEY CONTROL
 CZ2018
 CZ2018  NAD 83(1986)-  32 53 40.35136(N)    111 36 04.79378(W) AD(       ) 1
 CZ2018  NAD 27      -  32 53 40.14364(N)    111 36 02.33747(W) AD(       ) 1
 CZ2018  NGVD 29 (07/19/86)  438.50   (m)         1438.6    (f) LEVELING    3  
 CZ2018
 CZ2018.Superseded values are not recommended for survey control.
 CZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2018.See file dsdata.txt to determine how the superseded data were derived.
 CZ2018
 CZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4375939756(NAD 83)
 CZ2018_MARKER: DD = SURVEY DISK
 CZ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2018
 CZ2018  HISTORY     - Date     Condition        Report By
 CZ2018  HISTORY     - 1966     MONUMENTED       DMA
 CZ2018
 CZ2018                          STATION DESCRIPTION
 CZ2018
 CZ2018'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2018'T-6-S.  R-7-E.  IN SECTION 14 NEAR THE SOUTHWEST CORNER.
 CZ2018'
 CZ2018'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2018'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2018'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2018'STAMPED--AN 43 1966 ARMY MAP SERVICE.
 CZ2018'
 CZ2018'THE STATION MARK IS LOCATED 94.0 FEET NORTH OF THE CENTERLINE
 CZ2018'OF EAST-WEST ROAD.  96.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2018'ROAD.  50.2 FEET NORTH OF THE NORTH EDGE OF CONCRETE IRRIGATION
 CZ2018'DITCH.  48.5 FEET EAST OF THE EAST EDGE OF CONCRETE IRRIGATION
 CZ2018'DITCH.
 CZ2018'
 CZ2018'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2018'GRANDE, ARIZONA, GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2018'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 9 MILES TO CURRY
 CZ2018'ROAD.  TURN LEFT AND GO NORTH FOR 1 MILE TO CROSSROAD AND
 CZ2018'THE STATION SITE.
 CZ2018'
 CZ2018'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL
 CZ2018'WILL BE CONSTRUCTED, CENTERED ON THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2019 ***********************************************************************
 CZ2019  DESIGNATION -  AN 44
 CZ2019  PID         -  CZ2019
 CZ2019  STATE/COUNTY-  AZ/PINAL
 CZ2019  USGS QUAD   -  COOLIDGE (1992)
 CZ2019
 CZ2019                         *CURRENT SURVEY CONTROL
 CZ2019  ___________________________________________________________________
 CZ2019* NAD 83(1992)-  32 52 45.97099(N)    111 36 05.71815(W)     ADJUSTED  
 CZ2019* NAVD 88     -       442.56   (+/-2cm)    1452.0    (feet)  VERTCON   
 CZ2019  ___________________________________________________________________
 CZ2019  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2019  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ2019
 CZ2019  HORZ ORDER  -  FIRST
 CZ2019  VERT ORDER  -  THIRD ? (See Below)
 CZ2019
 CZ2019.The horizontal coordinates were established by classical geodetic methods
 CZ2019.and adjusted by the National Geodetic Survey in August 1993..
 CZ2019
 CZ2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2019.The vertical order pertains to the NGVD 29 superseded value.
 CZ2019
 CZ2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2019
 CZ2019.The geoid height was determined by GEOID03.
 CZ2019
 CZ2019;                    North         East     Units Scale Factor Converg.
 CZ2019;SPC AZ C     -   208,425.974   242,842.174   MT  0.99991071   +0 10 15.8
 CZ2019;SPC AZ C     -   683,812.25    796,726.29   iFT  0.99991071   +0 10 15.8
 CZ2019;UTM  12      - 3,638,081.766   443,725.385   MT  0.99963905   -0 19 35.7
 CZ2019
 CZ2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2019!SPC AZ C     -   0.99993523  x   0.99991071  =   0.99984594
 CZ2019!UTM  12      -   0.99993523  x   0.99963905  =   0.99957430
 CZ2019
 CZ2019:                Primary Azimuth Mark                     Grid Az
 CZ2019:SPC AZ C     -  AN 43                                    000 39 06.0
 CZ2019:UTM  12      -  AN 43                                    001 08 57.5
 CZ2019
 CZ2019|---------------------------------------------------------------------|
 CZ2019| PID    Reference Object                     Distance      Geod. Az  |
 CZ2019|                                                           dddmmss.s |
 CZ2019| CZ2018 AN 43                               APPROX. 1.7 KM 0004921.8 |
 CZ2019| CH4201 AN 44 RM E                            8.833 METERS 08944     |
 CZ2019| CH4202 AN 44 RM S                            8.828 METERS 17937     |
 CZ2019|---------------------------------------------------------------------|
 CZ2019
 CZ2019                          SUPERSEDED SURVEY CONTROL
 CZ2019
 CZ2019  NAD 83(1986)-  32 52 45.96607(N)    111 36 05.71935(W) AD(       ) 1
 CZ2019  NAD 27      -  32 52 45.75670(N)    111 36 03.26471(W) AD(       ) 1
 CZ2019  NGVD 29 (07/19/86)  442.07   (m)         1450.4    (f) LEVELING    3  
 CZ2019
 CZ2019.Superseded values are not recommended for survey control.
 CZ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2019.See file dsdata.txt to determine how the superseded data were derived.
 CZ2019
 CZ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4372538082(NAD 83)
 CZ2019_MARKER: DD = SURVEY DISK
 CZ2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2019
 CZ2019  HISTORY     - Date     Condition        Report By
 CZ2019  HISTORY     - 1967     MONUMENTED       DMA
 CZ2019
 CZ2019                          STATION DESCRIPTION
 CZ2019
 CZ2019'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2019'T-6-S.  R-7-E.  IN SECTION 26 NEAR THE NORTHWEST CORNER.
 CZ2019'
 CZ2019'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2019'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2019'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2019'MARK IS STAMPED--AN 44 1967 ARMY MAP SERVICE.
 CZ2019'
 CZ2019'THE STATION MARK IS LOCATED 90 FEET SOUTH OF THE CENTERLINE OF
 CZ2019'EAST-WEST ROAD.  63 FEET SOUTH OF EAST-WEST POWERLINE.  63 FEET
 CZ2019'WEST OF NORTH-SOUTH FENCE.  50 FEET SOUTH OF EAST-WEST FENCE.  50
 CZ2019'FEET EAST OF NORTH-SOUTH FENCE.  80 FEET EAST OF NORTH-SOUTH
 CZ2019'ROAD.  51 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2019'
 CZ2019'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2019'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2019'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 9.0 MILES TO
 CZ2019'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2031 ***********************************************************************
 CZ2031  DESIGNATION -  AN 45
 CZ2031  PID         -  CZ2031
 CZ2031  STATE/COUNTY-  AZ/PINAL
 CZ2031  USGS QUAD   -  ELOY NORTH (1992)
 CZ2031
 CZ2031                         *CURRENT SURVEY CONTROL
 CZ2031  ___________________________________________________________________
 CZ2031* NAD 83(1992)-  32 51 53.39760(N)    111 36 08.38702(W)     ADJUSTED  
 CZ2031* NAVD 88     -       446.70   (+/-2cm)    1465.5    (feet)  VERTCON   
 CZ2031  ___________________________________________________________________
 CZ2031  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2031  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ2031
 CZ2031  HORZ ORDER  -  FIRST
 CZ2031  VERT ORDER  -  THIRD ? (See Below)
 CZ2031
 CZ2031.The horizontal coordinates were established by classical geodetic methods
 CZ2031.and adjusted by the National Geodetic Survey in August 1993..
 CZ2031
 CZ2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2031.The vertical order pertains to the NGVD 29 superseded value.
 CZ2031
 CZ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2031
 CZ2031.The geoid height was determined by GEOID03.
 CZ2031
 CZ2031;                    North         East     Units Scale Factor Converg.
 CZ2031;SPC AZ C     -   206,806.335   242,777.627   MT  0.99991067   +0 10 14.1
 CZ2031;SPC AZ C     -   678,498.47    796,514.52   iFT  0.99991067   +0 10 14.1
 CZ2031;UTM  12      - 3,636,463.188   443,646.797   MT  0.99963916   -0 19 36.7
 CZ2031
 CZ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2031!SPC AZ C     -   0.99993458  x   0.99991067  =   0.99984526
 CZ2031!UTM  12      -   0.99993458  x   0.99963916  =   0.99957376
 CZ2031
 CZ2031|---------------------------------------------------------------------|
 CZ2031| PID    Reference Object                     Distance      Geod. Az  |
 CZ2031|                                                           dddmmss.s |
 CZ2031| CH4203 AN 45 RM E                            8.833 METERS 08923     |
 CZ2031| CH4204 AN 45 RM S                            8.835 METERS 17937     |
 CZ2031| CZ2043 FOUR                                APPROX. 5.3 KM 2095241.9 |
 CZ2031|---------------------------------------------------------------------|
 CZ2031
 CZ2031                          SUPERSEDED SURVEY CONTROL
 CZ2031
 CZ2031  NAD 83(1986)-  32 51 53.39267(N)    111 36 08.38809(W) AD(       ) 1
 CZ2031  NAD 27      -  32 51 53.18175(N)    111 36 05.93505(W) AD(       ) 1
 CZ2031  NGVD 29 (07/19/86)  446.21   (m)         1463.9    (f) LEVELING    3  
 CZ2031
 CZ2031.Superseded values are not recommended for survey control.
 CZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2031.See file dsdata.txt to determine how the superseded data were derived.
 CZ2031
 CZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4364736463(NAD 83)
 CZ2031_MARKER: DD = SURVEY DISK
 CZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2031
 CZ2031  HISTORY     - Date     Condition        Report By
 CZ2031  HISTORY     - 1967     MONUMENTED       DMA
 CZ2031
 CZ2031                          STATION DESCRIPTION
 CZ2031
 CZ2031'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2031'T-6-S.  R-7-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2031'
 CZ2031'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2031'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2031'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2031'IS STAMPED--AN 45 1967 ARMY MAP SERVICE.
 CZ2031'
 CZ2031'THE STATION MARK IS LOCATED 106 FEET WEST OF THE CENTERLINE
 CZ2031'OF NORTH-SOUTH ROAD.  114 FEET SOUTH OF SOUTHWEST CORNER OF
 CZ2031'HOUSE.  47 FEET SOUTH OF EAST-WEST POWERLINE.  98 FEET
 CZ2031'EAST-SOUTHEAST OF INTERSECTING CENTERLINES OF CANAL ROAD AND
 CZ2031'POWERLINE.
 CZ2031'
 CZ2031'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2031'GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE 287
 CZ2031'(FLORENCE ROAD).  TURN RIGHT AND GO EAST ON 287 FOR 9.0 MILES
 CZ2031'TO CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO ROAD
 CZ2031'EAST AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2030 ***********************************************************************
 CZ2030  DESIGNATION -  AN 46
 CZ2030  PID         -  CZ2030
 CZ2030  STATE/COUNTY-  AZ/PINAL
 CZ2030  USGS QUAD   -  ELOY NORTH (1992)
 CZ2030
 CZ2030                         *CURRENT SURVEY CONTROL
 CZ2030  ___________________________________________________________________
 CZ2030* NAD 83(1992)-  32 51 00.48777(N)    111 36 06.46403(W)     ADJUSTED  
 CZ2030* NAVD 88     -       449.31   (+/-2cm)    1474.1    (feet)  VERTCON   
 CZ2030  ___________________________________________________________________
 CZ2030  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2030  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2030
 CZ2030  HORZ ORDER  -  FIRST
 CZ2030  VERT ORDER  -  THIRD ? (See Below)
 CZ2030
 CZ2030.The horizontal coordinates were established by classical geodetic methods
 CZ2030.and adjusted by the National Geodetic Survey in August 1993..
 CZ2030
 CZ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2030.The vertical order pertains to the NGVD 29 superseded value.
 CZ2030
 CZ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2030
 CZ2030.The geoid height was determined by GEOID03.
 CZ2030
 CZ2030;                    North         East     Units Scale Factor Converg.
 CZ2030;SPC AZ C     -   205,176.691   242,832.477   MT  0.99991071   +0 10 14.9
 CZ2030;SPC AZ C     -   673,151.87    796,694.48   iFT  0.99991071   +0 10 14.9
 CZ2030;UTM  12      - 3,634,833.572   443,687.488   MT  0.99963910   -0 19 35.2
 CZ2030
 CZ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2030!SPC AZ C     -   0.99993417  x   0.99991071  =   0.99984489
 CZ2030!UTM  12      -   0.99993417  x   0.99963910  =   0.99957329
 CZ2030
 CZ2030|---------------------------------------------------------------------|
 CZ2030| PID    Reference Object                     Distance      Geod. Az  |
 CZ2030|                                                           dddmmss.s |
 CZ2030| CH4205 AN 46 RM E                            8.823 METERS 08932     |
 CZ2030| CH4206 AN 46 RM S                            8.847 METERS 17935     |
 CZ2030| CZ2043 FOUR                                APPROX. 4.0 KM 2221258.0 |
 CZ2030|---------------------------------------------------------------------|
 CZ2030
 CZ2030                          SUPERSEDED SURVEY CONTROL
 CZ2030
 CZ2030  NAD 83(1986)-  32 51 00.48284(N)    111 36 06.46498(W) AD(       ) 1
 CZ2030  NAD 27      -  32 51 00.27029(N)    111 36 04.01366(W) AD(       ) 1
 CZ2030  NGVD 29 (07/19/86)  448.82   (m)         1472.5    (f) LEVELING    3  
 CZ2030
 CZ2030.Superseded values are not recommended for survey control.
 CZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2030.See file dsdata.txt to determine how the superseded data were derived.
 CZ2030
 CZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4368734834(NAD 83)
 CZ2030_MARKER: DD = SURVEY DISK
 CZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2030
 CZ2030  HISTORY     - Date     Condition        Report By
 CZ2030  HISTORY     - 1967     MONUMENTED       DMA
 CZ2030
 CZ2030                          STATION DESCRIPTION
 CZ2030
 CZ2030'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2030'T-7-S.  R-7-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2030'
 CZ2030'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2030'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2030'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2030'IS STAMPED--AN 46 1967 ARMY MAP SERVICE.
 CZ2030'
 CZ2030'THE STATION MARK IS LOCATED 98 FEET EAST OF THE CENTERLINE
 CZ2030'OF NORTH-SOUTH ROAD.  95 FEET SOUTH OF THE CENTERLINE
 CZ2030'OF EAST-WEST ROAD.  123 FEET SOUTH OF EAST-WEST POWERLINE.  128
 CZ2030'FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2030'
 CZ2030'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2030'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2030'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 6.5 MILES TO
 CZ2030'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2034 ***********************************************************************
 CZ2034  DESIGNATION -  AN 47
 CZ2034  PID         -  CZ2034
 CZ2034  STATE/COUNTY-  AZ/PINAL
 CZ2034  USGS QUAD   -  ELOY NORTH (1992)
 CZ2034
 CZ2034                         *CURRENT SURVEY CONTROL
 CZ2034  ___________________________________________________________________
 CZ2034* NAD 83(1992)-  32 50 07.90402(N)    111 36 11.51481(W)     ADJUSTED  
 CZ2034* NAVD 88     -       452.20   (+/-2cm)    1483.6    (feet)  VERTCON   
 CZ2034  ___________________________________________________________________
 CZ2034  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2034  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2034
 CZ2034  HORZ ORDER  -  FIRST
 CZ2034  VERT ORDER  -  THIRD ? (See Below)
 CZ2034
 CZ2034.The horizontal coordinates were established by classical geodetic methods
 CZ2034.and adjusted by the National Geodetic Survey in August 1993..
 CZ2034
 CZ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2034.The vertical order pertains to the NGVD 29 superseded value.
 CZ2034
 CZ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2034
 CZ2034.The geoid height was determined by GEOID03.
 CZ2034
 CZ2034;                    North         East     Units Scale Factor Converg.
 CZ2034;SPC AZ C     -   203,556.557   242,705.960   MT  0.99991062   +0 10 11.9
 CZ2034;SPC AZ C     -   667,836.47    796,279.40   iFT  0.99991062   +0 10 11.9
 CZ2034;UTM  12      - 3,633,215.036   443,546.956   MT  0.99963930   -0 19 37.5
 CZ2034
 CZ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2034!SPC AZ C     -   0.99993372  x   0.99991062  =   0.99984434
 CZ2034!UTM  12      -   0.99993372  x   0.99963930  =   0.99957304
 CZ2034
 CZ2034|---------------------------------------------------------------------|
 CZ2034| PID    Reference Object                     Distance      Geod. Az  |
 CZ2034|                                                           dddmmss.s |
 CZ2034| CH4207 AN 47 RM NE                           8.836 METERS 04413     |
 CZ2034| CH4208 AN 47 RM SE                           8.835 METERS 13415     |
 CZ2034| CZ2043 FOUR                                APPROX. 2.9 KM 2421614.5 |
 CZ2034|---------------------------------------------------------------------|
 CZ2034
 CZ2034                          SUPERSEDED SURVEY CONTROL
 CZ2034
 CZ2034  NAD 83(1986)-  32 50 07.89907(N)    111 36 11.51562(W) AD(       ) 1
 CZ2034  NAD 27      -  32 50 07.68505(N)    111 36 09.06581(W) AD(       ) 1
 CZ2034  NGVD 29 (07/19/86)  451.70   (m)         1482.0    (f) LEVELING    3  
 CZ2034
 CZ2034.Superseded values are not recommended for survey control.
 CZ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2034.See file dsdata.txt to determine how the superseded data were derived.
 CZ2034
 CZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4354733215(NAD 83)
 CZ2034_MARKER: DD = SURVEY DISK
 CZ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2034
 CZ2034  HISTORY     - Date     Condition        Report By
 CZ2034  HISTORY     - 1967     MONUMENTED       DMA
 CZ2034
 CZ2034                          STATION DESCRIPTION
 CZ2034
 CZ2034'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2034'T-7-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2034'
 CZ2034'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2034'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2034'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2034'IS STAMPED--AN 47 1967 ARMY MAP SERVICE.
 CZ2034'
 CZ2034'THE STATION MARK IS LOCATED 97 FEET SOUTH OF EAST-WEST
 CZ2034'ROAD.  324 FEET WEST OF NORTH-SOUTH ROAD.  289 FEET WEST OF THE
 CZ2034'NORTH-SOUTH POWERLINE.
 CZ2034'
 CZ2034'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2034'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2034'ROAD EAST.  TURN LEFT AND GO EAST FOR 6.5 MILES TO
 CZ2034'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD
 CZ2034'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2032 ***********************************************************************
 CZ2032  DESIGNATION -  AN 48
 CZ2032  PID         -  CZ2032
 CZ2032  STATE/COUNTY-  AZ/PINAL
 CZ2032  USGS QUAD   -  ELOY NORTH (1992)
 CZ2032
 CZ2032                         *CURRENT SURVEY CONTROL
 CZ2032  ___________________________________________________________________
 CZ2032* NAD 83(1992)-  32 49 17.58508(N)    111 36 09.27443(W)     ADJUSTED  
 CZ2032* NAVD 88     -       455.49   (+/-2cm)    1494.4    (feet)  VERTCON   
 CZ2032  ___________________________________________________________________
 CZ2032  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2032  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2032
 CZ2032  HORZ ORDER  -  FIRST
 CZ2032  VERT ORDER  -  THIRD ? (See Below)
 CZ2032
 CZ2032.The horizontal coordinates were established by classical geodetic methods
 CZ2032.and adjusted by the National Geodetic Survey in August 1993..
 CZ2032
 CZ2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2032.The vertical order pertains to the NGVD 29 superseded value.
 CZ2032
 CZ2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2032
 CZ2032.The geoid height was determined by GEOID03.
 CZ2032
 CZ2032;                    North         East     Units Scale Factor Converg.
 CZ2032;SPC AZ C     -   202,006.752   242,768.827   MT  0.99991066   +0 10 12.9
 CZ2032;SPC AZ C     -   662,751.81    796,485.65   iFT  0.99991066   +0 10 12.9
 CZ2032;UTM  12      - 3,631,665.166   443,596.366   MT  0.99963923   -0 19 35.8
 CZ2032
 CZ2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2032!SPC AZ C     -   0.99993320  x   0.99991066  =   0.99984387
 CZ2032!UTM  12      -   0.99993320  x   0.99963923  =   0.99957246
 CZ2032
 CZ2032|---------------------------------------------------------------------|
 CZ2032| PID    Reference Object                     Distance      Geod. Az  |
 CZ2032|                                                           dddmmss.s |
 CZ2032| CH4209 AN 48 RM NE                           8.835 METERS 04433     |
 CZ2032| CH4210 AN 48 RM SE                           8.837 METERS 13433     |
 CZ2032| CZ2043 FOUR                                APPROX. 2.6 KM 2742909.3 |
 CZ2032|---------------------------------------------------------------------|
 CZ2032
 CZ2032                          SUPERSEDED SURVEY CONTROL
 CZ2032
 CZ2032  NAD 83(1986)-  32 49 17.58011(N)    111 36 09.27513(W) AD(       ) 1
 CZ2032  NAD 27      -  32 49 17.36466(N)    111 36 06.82681(W) AD(       ) 1
 CZ2032  NGVD 29 (07/19/86)  454.97   (m)         1492.7    (f) LEVELING    3  
 CZ2032
 CZ2032.Superseded values are not recommended for survey control.
 CZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2032.See file dsdata.txt to determine how the superseded data were derived.
 CZ2032
 CZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4359631665(NAD 83)
 CZ2032_MARKER: DD = SURVEY DISK
 CZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2032
 CZ2032  HISTORY     - Date     Condition        Report By
 CZ2032  HISTORY     - 1967     MONUMENTED       DMA
 CZ2032
 CZ2032                          STATION DESCRIPTION
 CZ2032
 CZ2032'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2032'T-7-S.  R-7-E.  IN SECTION 10 NEAR THE SOUTHEAST CORNER.
 CZ2032'
 CZ2032'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2032'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2032'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2032'STAMPED--AN 48 1967 ARMY MAP SERVICE.
 CZ2032'
 CZ2032'THE STATION MARK IS LOCATED 72 FEET NORTH OF THE EAST-WEST
 CZ2032'POWERLINE.  111 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2032'ROAD.  142 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2032'
 CZ2032'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2032'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2032'ROAD EAST.  TURN LEFT AND GO EAST FOR 6.5 MILES TO CROSSROAD.  TURN
 CZ2032'RIGHT AND GO SOUTH FOR 2.0 MILES TO CROSSROAD AND THE STATION
 CZ2032'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2029 ***********************************************************************
 CZ2029  DESIGNATION -  AN 49
 CZ2029  PID         -  CZ2029
 CZ2029  STATE/COUNTY-  AZ/PINAL
 CZ2029  USGS QUAD   -  ELOY NORTH (1992)
 CZ2029
 CZ2029                         *CURRENT SURVEY CONTROL
 CZ2029  ___________________________________________________________________
 CZ2029* NAD 83(1992)-  32 48 23.25996(N)    111 36 02.53079(W)     ADJUSTED  
 CZ2029* NAVD 88     -       458.83   (+/-2cm)    1505.3    (feet)  VERTCON   
 CZ2029  ___________________________________________________________________
 CZ2029  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2029  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2029
 CZ2029  HORZ ORDER  -  FIRST
 CZ2029  VERT ORDER  -  THIRD ? (See Below)
 CZ2029
 CZ2029.The horizontal coordinates were established by classical geodetic methods
 CZ2029.and adjusted by the National Geodetic Survey in August 1993..
 CZ2029
 CZ2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2029.The vertical order pertains to the NGVD 29 superseded value.
 CZ2029
 CZ2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2029
 CZ2029.The geoid height was determined by GEOID03.
 CZ2029
 CZ2029;                    North         East     Units Scale Factor Converg.
 CZ2029;SPC AZ C     -   200,333.899   242,949.223   MT  0.99991079   +0 10 16.3
 CZ2029;SPC AZ C     -   657,263.45    797,077.50   iFT  0.99991079   +0 10 16.3
 CZ2029;UTM  12      - 3,629,991.266   443,762.206   MT  0.99963900   -0 19 31.7
 CZ2029
 CZ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2029!SPC AZ C     -   0.99993268  x   0.99991079  =   0.99984348
 CZ2029!UTM  12      -   0.99993268  x   0.99963900  =   0.99957171
 CZ2029
 CZ2029|---------------------------------------------------------------------|
 CZ2029| PID    Reference Object                     Distance      Geod. Az  |
 CZ2029|                                                           dddmmss.s |
 CZ2029| CH4211 AN 49 RM E                            8.841 METERS 08929     |
 CZ2029| CH4212 AN 49 RM S                            8.838 METERS 17929     |
 CZ2029| CZ2043 FOUR                                APPROX. 3.4 KM 3035616.4 |
 CZ2029|---------------------------------------------------------------------|
 CZ2029
 CZ2029                          SUPERSEDED SURVEY CONTROL
 CZ2029
 CZ2029  NAD 83(1986)-  32 48 23.25499(N)    111 36 02.53136(W) AD(       ) 1
 CZ2029  NAD 27      -  32 48 23.03813(N)    111 36 00.08472(W) AD(       ) 1
 CZ2029  NGVD 29 (07/19/86)  458.30   (m)         1503.6    (f) LEVELING    3  
 CZ2029
 CZ2029.Superseded values are not recommended for survey control.
 CZ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2029.See file dsdata.txt to determine how the superseded data were derived.
 CZ2029
 CZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4376229991(NAD 83)
 CZ2029_MARKER: DD = SURVEY DISK
 CZ2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2029
 CZ2029  HISTORY     - Date     Condition        Report By
 CZ2029  HISTORY     - 1967     MONUMENTED       DMA
 CZ2029
 CZ2029                          STATION DESCRIPTION
 CZ2029
 CZ2029'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2029'T-7-S.  R-7-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2029'
 CZ2029'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2029'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2029'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2029'STAMPED--AN 49 1967 ARMY MAP SERVICE.
 CZ2029'
 CZ2029'THE STATION MARK IS LOCATED 80 FEET EAST OF THE CENTERLINE OF
 CZ2029'NORTH-SOUTH ROAD.  62 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2029'ROAD.
 CZ2029'
 CZ2029'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2029'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.3 MILES TO
 CZ2029'SHEDD ROAD.  TURN LEFT ON SHEDD ROAD AND GO EAST 0.9 MILE TO
 CZ2029'CROSSROAD (ESTRELLA ROAD).  TURN LEFT AND GO 1.0 MILE NORTH TO
 CZ2029'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2033 ***********************************************************************
 CZ2033  DESIGNATION -  AN 50
 CZ2033  PID         -  CZ2033
 CZ2033  STATE/COUNTY-  AZ/PINAL
 CZ2033  USGS QUAD   -  ELOY NORTH (1992)
 CZ2033
 CZ2033                         *CURRENT SURVEY CONTROL
 CZ2033  ___________________________________________________________________
 CZ2033* NAD 83(1992)-  32 47 34.63671(N)    111 36 11.42983(W)     ADJUSTED  
 CZ2033* NAVD 88     -       461.69   (+/-2cm)    1514.7    (feet)  VERTCON   
 CZ2033  ___________________________________________________________________
 CZ2033  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2033  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2033
 CZ2033  HORZ ORDER  -  FIRST
 CZ2033  VERT ORDER  -  THIRD ? (See Below)
 CZ2033
 CZ2033.The horizontal coordinates were established by classical geodetic methods
 CZ2033.and adjusted by the National Geodetic Survey in August 1993..
 CZ2033
 CZ2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2033.The vertical order pertains to the NGVD 29 superseded value.
 CZ2033
 CZ2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2033
 CZ2033.The geoid height was determined by GEOID03.
 CZ2033
 CZ2033;                    North         East     Units Scale Factor Converg.
 CZ2033;SPC AZ C     -   198,835.472   242,722.168   MT  0.99991063   +0 10 11.2
 CZ2033;SPC AZ C     -   652,347.35    796,332.57   iFT  0.99991063   +0 10 11.2
 CZ2033;UTM  12      - 3,628,495.269   443,522.239   MT  0.99963933   -0 19 36.1
 CZ2033
 CZ2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2033!SPC AZ C     -   0.99993224  x   0.99991063  =   0.99984287
 CZ2033!UTM  12      -   0.99993224  x   0.99963933  =   0.99957159
 CZ2033
 CZ2033|---------------------------------------------------------------------|
 CZ2033| PID    Reference Object                     Distance      Geod. Az  |
 CZ2033|                                                           dddmmss.s |
 CZ2033| CH4213 AN 50 RM E                            8.841 METERS 08924     |
 CZ2033| CH4214 AN 50 RM S                            8.835 METERS 17928     |
 CZ2033| CZ2043 FOUR                                APPROX. 4.2 KM 3224935.1 |
 CZ2033|---------------------------------------------------------------------|
 CZ2033
 CZ2033                          SUPERSEDED SURVEY CONTROL
 CZ2033
 CZ2033  NAD 83(1986)-  32 47 34.63172(N)    111 36 11.43028(W) AD(       ) 1
 CZ2033  NAD 27      -  32 47 34.41398(N)    111 36 08.98458(W) AD(       ) 1
 CZ2033  NGVD 29 (07/19/86)  461.15   (m)         1513.0    (f) LEVELING    3  
 CZ2033
 CZ2033.Superseded values are not recommended for survey control.
 CZ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2033.See file dsdata.txt to determine how the superseded data were derived.
 CZ2033
 CZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352228495(NAD 83)
 CZ2033_MARKER: DD = SURVEY DISK
 CZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2033
 CZ2033  HISTORY     - Date     Condition        Report By
 CZ2033  HISTORY     - 1967     MONUMENTED       DMA
 CZ2033
 CZ2033                          STATION DESCRIPTION
 CZ2033
 CZ2033'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2033'T-7-S.  R-7-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2033'
 CZ2033'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2033'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2033'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2033'50 1967 ARMY MAP SERVICE.
 CZ2033'
 CZ2033'THE STATION MARK IS LOCATED 81 FEET EAST-SOUTHEAST OF CURVE IN
 CZ2033'STREET.  75 FEET NORTHEAST OF SOUTHWEST CORNER OF LOT.  62 FEET
 CZ2033'SOUTH-SOUTHEAST OF NORTHWEST CORNER OF LOT.  111 FEET
 CZ2033'WEST-NORTHWEST OF SOUTHEAST CORNER OF LOT.  126 FEET
 CZ2033'WEST-SOUTHWEST OF NORTHEAST CORNER OF LOT.  ALL DISTANCES ARE IN
 CZ2033'REFERENCE TO LOT 3.
 CZ2033'
 CZ2033'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2033'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.3 MILES TO
 CZ2033'SHEDD ROAD.  TURN LEFT ON SHEDD ROAD AND GO EAST 0.9 MILE TO
 CZ2033'CROSSROAD (ESTRELLA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1510 ***********************************************************************
 CZ1510  DESIGNATION -  AN 51
 CZ1510  PID         -  CZ1510
 CZ1510  STATE/COUNTY-  AZ/PINAL
 CZ1510  USGS QUAD   -  ELOY NORTH (1992)
 CZ1510
 CZ1510                         *CURRENT SURVEY CONTROL
 CZ1510  ___________________________________________________________________
 CZ1510* NAD 83(1992)-  32 46 40.44330(N)    111 36 06.79135(W)     ADJUSTED  
 CZ1510* NAVD 88     -       464.197  (meters)    1522.95   (feet)  ADJUSTED  
 CZ1510  ___________________________________________________________________
 CZ1510  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1510  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1510  DYNAMIC HT  -         463.616 (meters)    1521.05  (feet)  COMP
 CZ1510  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 CZ1510  OBS GRAVITY -     979,372.3   (mgal)                       GRAV_OBS
 CZ1510
 CZ1510  HORZ ORDER  -  FIRST
 CZ1510  VERT ORDER  -  FIRST     CLASS II
 CZ1510
 CZ1510.The horizontal coordinates were established by classical geodetic methods
 CZ1510.and adjusted by the National Geodetic Survey in August 1993..
 CZ1510
 CZ1510.The orthometric height was determined by differential leveling
 CZ1510.and adjusted by the National Geodetic Survey in November 1993..
 CZ1510
 CZ1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1510
 CZ1510.The geoid height was determined by GEOID03.
 CZ1510
 CZ1510.The dynamic height is computed by dividing the NAVD 88
 CZ1510.geopotential number by the normal gravity value computed on the
 CZ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1510.degrees latitude (g = 980.6199 gals.).
 CZ1510
 CZ1510.The modeled gravity was interpolated from observed gravity values.
 CZ1510.The observed gravity was obtained from relative gravimeter ties
 CZ1510.to the IGSN71 gravity network.
 CZ1510
 CZ1510;                    North         East     Units Scale Factor Converg.
 CZ1510;SPC AZ C     -   197,166.519   242,847.815   MT  0.99991072   +0 10 13.5
 CZ1510;SPC AZ C     -   646,871.78    796,744.80   iFT  0.99991072   +0 10 13.5
 CZ1510;UTM  12      - 3,626,825.744   443,633.392   MT  0.99963918   -0 19 33.1
 CZ1510
 CZ1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1510!SPC AZ C     -   0.99993185  x   0.99991072  =   0.99984257
 CZ1510!UTM  12      -   0.99993185  x   0.99963918  =   0.99957105
 CZ1510
 CZ1510|---------------------------------------------------------------------|
 CZ1510| PID    Reference Object                     Distance      Geod. Az  |
 CZ1510|                                                           dddmmss.s |
 CZ1510| CH4215 AN 51 RM E                            8.835 METERS 08908     |
 CZ1510| CH4216 AN 51 RM S                            8.836 METERS 17917     |
 CZ1510| CZ2043 FOUR                                APPROX. 5.7 KM 3320059.3 |
 CZ1510|---------------------------------------------------------------------|
 CZ1510
 CZ1510                          SUPERSEDED SURVEY CONTROL
 CZ1510
 CZ1510  NAD 83(1986)-  32 46 40.43831(N)    111 36 06.79168(W) AD(       ) 1
 CZ1510  NAD 27      -  32 46 40.21928(N)    111 36 04.34741(W) AD(       ) 1
 CZ1510  NAVD 88 (06/15/91)  464.302  (m)         1523.30   (f) UNKNOWN     1 2
 CZ1510  NGVD 29 (??/??/92)  464.078  (m)         1522.56   (f) ADJ UNCH    1 2
 CZ1510
 CZ1510.Superseded values are not recommended for survey control.
 CZ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1510.See file dsdata.txt to determine how the superseded data were derived.
 CZ1510
 CZ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4363326826(NAD 83)
 CZ1510_MARKER: DD = SURVEY DISK
 CZ1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1510_SP_SET: CONCRETE POST
 CZ1510_STAMPING: AN 51 1966 ARMY MAP SERVICE
 CZ1510_MARK LOGO: USE   
 CZ1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1510+STABILITY: SURFACE MOTION
 CZ1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1510+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1510
 CZ1510  HISTORY     - Date     Condition        Report By
 CZ1510  HISTORY     - 1966     MONUMENTED       AMS
 CZ1510  HISTORY     - 1967     GOOD             CGS
 CZ1510  HISTORY     - 1980     GOOD             NGS
 CZ1510  HISTORY     - 1984     GOOD             NGS
 CZ1510  HISTORY     - 19911205 GOOD             NGS
 CZ1510
 CZ1510                          STATION DESCRIPTION
 CZ1510
 CZ1510'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1966
 CZ1510'T-7-S.  R-7-E.  IN SECTION 26 NEAR THE SOUTHWEST CORNER.
 CZ1510'
 CZ1510'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1510'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1510'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1510'IS STAMPED--AN 51 1966 ARMY MAP SERVICE.
 CZ1510'
 CZ1510'THE STATION MARK IS LOCATED 149 FEET NORTH OF THE CENTERLINE OF
 CZ1510'EAST-WEST ROAD.  109 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ1510'IRRIGATION DITCH.  68 FEET EAST OF EXTENDED CENTERLINE OF ROAD
 CZ1510'SOUTH (SECTION LINE ROAD).  35 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ1510'
 CZ1510'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1510'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1510'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 1.0
 CZ1510'MILE TO JUNCTION OF HOUSER ROAD, INTERSTATE 10 AND TOLTEC
 CZ1510'HIGHWAY.  TURN LEFT AND GO EAST ON HOUSER ROAD FOR 1.0 MILE TO
 CZ1510'ROAD SOUTH AND THE STATION SITE.
 CZ1510
 CZ1510                          STATION RECOVERY (1967)
 CZ1510
 CZ1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CZ1510'3.5 MI NW FROM ELOY.
 CZ1510'ABOUT 3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1510'STATION AT ELOY, THENCE 0.2 MILE SOUTHWEST ACROSS A CULTIVATED FIELD,
 CZ1510'IN S 26, T 7 S, R 7 E, 0.2 MILE SOUTHWEST OF MILEPOST NUMBER 930, 0.1
 CZ1510'MILE EAST OF A STUCCO HOUSE, 160 FEET SOUTH OF A POWER POLE, 145 FEET
 CZ1510'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 35 FEET EAST OF A ROW OF
 CZ1510'POWER POLES, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 CZ1510'TOP OF A CONCRETE POST.
 CZ1510
 CZ1510                          STATION RECOVERY (1980)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1510'18.8 KM SE FROM CASA GRANDE.
 CZ1510'18.3 KILOMETERS (11.35 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1510'RAILWAY FROM THE STATION IN CASA GRANDE, THENCE 0.5 KILOMETERS (0.3
 CZ1510'MILES) WEST ALONG HOUSER ROAD, AT THE JUNCTION OF CURRY ROAD, SET IN
 CZ1510'TOP OF A CONCRETE POST IN THE CENTER OF AN 18.3-METER (60.0-FOOT)
 CZ1510'CONCRETE CROSS USED FOR TOPOGRAPHIC CONTROL, ALSO 0.2 KILOMETER (0.1
 CZ1510'MILE) EAST OF AN OLD HOUSE FOUNDATION, 44.2 METERS (145 FEET) NORTH
 CZ1510'OF THE CENTERLINE OF HOUSER ROAD, 48.8 METERS (160 FEET) SOUTH OF A
 CZ1510'POWER LINE POLE, 10.6 METERS (35.0 FEET) EAST OF THE CENTERLINE OF
 CZ1510'A NORTH-SOUTH POWER LINE. NOTE-THE OLD DESCRIPTION DESIGNATES THIS
 CZ1510'MARK AS AH 51 USE, BUT THE LOCATION AND STAMPING INDICATE IT TO
 CZ1510'ACTUALLY BE AN 51 USE.
 CZ1510
 CZ1510                          STATION RECOVERY (1984)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1510'RECOVERED IN GOOD CONDITION.
 CZ1510
 CZ1510                          STATION RECOVERY (1991)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1510'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1510'ELOY, THENCE 4.8 KM (3.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1510'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG HOUSER ROAD, NEAR THE CENTER
 CZ1510'OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC CONTROL, 44.7 M
 CZ1510'(146.7 FT) NORTH OF THE ROAD CENTER, 36.9 M (121.1 FT)
 CZ1510'NORTH-NORTHEAST OF A UTILITY LIGHT POLE WITH 2 GUY CABLES, 30.9 M
 CZ1510'(101.4 FT) EAST OF THE EAST FACE OF A BRICK WALL SURROUNDING A LARGE
 CZ1510'WATER TANK, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 CZ1510'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1583 ***********************************************************************
 CZ1583  DESIGNATION -  AN 52
 CZ1583  PID         -  CZ1583
 CZ1583  STATE/COUNTY-  AZ/PINAL
 CZ1583  USGS QUAD   -  ELOY NORTH (1992)
 CZ1583
 CZ1583                         *CURRENT SURVEY CONTROL
 CZ1583  ___________________________________________________________________
 CZ1583* NAD 83(1992)-  32 45 49.32475(N)    111 36 09.77274(W)     ADJUSTED  
 CZ1583* NAVD 88     -       466.84   (+/-2cm)    1531.6    (feet)  VERTCON   
 CZ1583  ___________________________________________________________________
 CZ1583  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ1583  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1583
 CZ1583  HORZ ORDER  -  FIRST
 CZ1583  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1583
 CZ1583.The horizontal coordinates were established by classical geodetic methods
 CZ1583.and adjusted by the National Geodetic Survey in August 1993..
 CZ1583
 CZ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1583.The vertical order pertains to the NGVD 29 superseded value.
 CZ1583
 CZ1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1583
 CZ1583.The geoid height was determined by GEOID03.
 CZ1583
 CZ1583;                    North         East     Units Scale Factor Converg.
 CZ1583;SPC AZ C     -   195,591.695   242,774.904   MT  0.99991067   +0 10 11.7
 CZ1583;SPC AZ C     -   641,705.04    796,505.59   iFT  0.99991067   +0 10 11.7
 CZ1583;UTM  12      - 3,625,252.038   443,546.870   MT  0.99963930   -0 19 34.3
 CZ1583
 CZ1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1583!SPC AZ C     -   0.99993143  x   0.99991067  =   0.99984211
 CZ1583!UTM  12      -   0.99993143  x   0.99963930  =   0.99957076
 CZ1583
 CZ1583|---------------------------------------------------------------------|
 CZ1583| PID    Reference Object                     Distance      Geod. Az  |
 CZ1583|                                                           dddmmss.s |
 CZ1583| CH4217 AN 52 RM E                            8.835 METERS 08937     |
 CZ1583| CH4218 AN 52 RM S                            8.832 METERS 17937     |
 CZ1583| CZ2040 AM 52                               APPROX. 1.7 KM 2682924.9 |
 CZ1583|---------------------------------------------------------------------|
 CZ1583
 CZ1583                          SUPERSEDED SURVEY CONTROL
 CZ1583
 CZ1583  NAD 83(1986)-  32 45 49.31976(N)    111 36 09.77295(W) AD(       ) 1
 CZ1583  NAD 27      -  32 45 49.10000(N)    111 36 07.32972(W) AD(       ) 1
 CZ1583  NGVD 29 (??/??/92)  466.291  (m)         1529.82   (f) ADJ UNCH    1 2
 CZ1583
 CZ1583.Superseded values are not recommended for survey control.
 CZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1583.See file dsdata.txt to determine how the superseded data were derived.
 CZ1583
 CZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4354725252(NAD 83)
 CZ1583_MARKER: DD = SURVEY DISK
 CZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1583_STAMPING: ARMY MAP SERVICE AN 52
 CZ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1583+STABILITY: SURFACE MOTION
 CZ1583
 CZ1583  HISTORY     - Date     Condition        Report By
 CZ1583  HISTORY     - 1966     MONUMENTED       DMA
 CZ1583  HISTORY     - 1975     GOOD             AZDT
 CZ1583
 CZ1583                          STATION DESCRIPTION
 CZ1583
 CZ1583'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ1583'T-7-S.  R-7-E.  IN SECTION 34 NEAR THE SOUTHEAST CORNER.
 CZ1583'
 CZ1583'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1583'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1583'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ1583'STAMPED--AN 52 1966 ARMY MAP SERVICE.
 CZ1583'
 CZ1583'THE STATION MARK IS LOCATED 104 FEET WEST OF THE CENTERLINE OF
 CZ1583'NORTH-SOUTH ROAD.  141 FEET WEST OF THE NORTH-SOUTH POWERLINE.  192
 CZ1583'FEET NORTH OF THE CENTERLINE OF AN ABANDONED EAST-WEST IRRIGATION
 CZ1583'DITCH.  215 FEET NORTH OF EAST-WEST POWERLINE.  245 FEET NORTH
 CZ1583'OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ1583'
 CZ1583'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1583'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1583'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 2.0 MILES
 CZ1583'TO CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO THE STATION
 CZ1583'SITE.
 CZ1583
 CZ1583                          STATION RECOVERY (1975)
 CZ1583
 CZ1583'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1583'6.15 MI NW FROM ELOY.
 CZ1583'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES. THENCE
 CZ1583'PACK SOUTH ABOUT 900 FT. AND TO THE STATION.  300 FT. NORTH OF
 CZ1583'BATTAGLIA ROAD.  AN ARMY MAP SERVICE BRASS CAP, SET IN A 10 IN.
 CZ1583'CONCRETE POST, UP 0.1 FT., AND SUROUNDED BY A 10 IN. CONCRETE MONUMENT
 CZ1583'AND FLANKED ON 4 SIDES BY 25 FT. CONCRETE PETALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2140 ***********************************************************************
 CZ2140  DESIGNATION -  AN 53
 CZ2140  PID         -  CZ2140
 CZ2140  STATE/COUNTY-  AZ/PINAL
 CZ2140  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2140
 CZ2140                         *CURRENT SURVEY CONTROL
 CZ2140  ___________________________________________________________________
 CZ2140* NAD 83(1992)-  32 44 53.87687(N)    111 36 10.30652(W)     ADJUSTED  
 CZ2140* NAVD 88     -       470.70   (+/-2cm)    1544.3    (feet)  VERTCON   
 CZ2140  ___________________________________________________________________
 CZ2140  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2140  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2140
 CZ2140  HORZ ORDER  -  FIRST
 CZ2140  VERT ORDER  -  THIRD ? (See Below)
 CZ2140
 CZ2140.The horizontal coordinates were established by classical geodetic methods
 CZ2140.and adjusted by the National Geodetic Survey in August 1993..
 CZ2140
 CZ2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2140.The vertical order pertains to the NGVD 29 superseded value.
 CZ2140
 CZ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2140
 CZ2140.The geoid height was determined by GEOID03.
 CZ2140
 CZ2140;                    North         East     Units Scale Factor Converg.
 CZ2140;SPC AZ C     -   193,883.710   242,766.074   MT  0.99991066   +0 10 11.1
 CZ2140;SPC AZ C     -   636,101.41    796,476.62   iFT  0.99991066   +0 10 11.1
 CZ2140;UTM  12      - 3,623,544.656   443,523.261   MT  0.99963933   -0 19 34.1
 CZ2140
 CZ2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2140!SPC AZ C     -   0.99993083  x   0.99991066  =   0.99984150
 CZ2140!UTM  12      -   0.99993083  x   0.99963933  =   0.99957019
 CZ2140
 CZ2140|---------------------------------------------------------------------|
 CZ2140| PID    Reference Object                     Distance      Geod. Az  |
 CZ2140|                                                           dddmmss.s |
 CZ2140| CH4219 AN 53 RM E                            8.838 METERS 08920     |
 CZ2140| CH4220 AN 53 RM S                            8.841 METERS 17917     |
 CZ2140| CZ2043 FOUR                                APPROX. 8.7 KM 3424339.0 |
 CZ2140|---------------------------------------------------------------------|
 CZ2140
 CZ2140                          SUPERSEDED SURVEY CONTROL
 CZ2140
 CZ2140  NAD 83(1986)-  32 44 53.87187(N)    111 36 10.30661(W) AD(       ) 1
 CZ2140  NAD 27      -  32 44 53.65085(N)    111 36 07.86462(W) AD(       ) 1
 CZ2140  NGVD 29 (07/19/86)  470.15   (m)         1542.5    (f) LEVELING    3  
 CZ2140
 CZ2140.Superseded values are not recommended for survey control.
 CZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2140.See file dsdata.txt to determine how the superseded data were derived.
 CZ2140
 CZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352323545(NAD 83)
 CZ2140_MARKER: DD = SURVEY DISK
 CZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2140
 CZ2140  HISTORY     - Date     Condition        Report By
 CZ2140  HISTORY     - 1966     MONUMENTED       DMA
 CZ2140
 CZ2140                          STATION DESCRIPTION
 CZ2140
 CZ2140'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2140'T-8-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2140'
 CZ2140'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2140'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2140'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2140'53 1966 ARMY MAP SERVICE.
 CZ2140'
 CZ2140'THE STATION MARK IS LOCATED 44 FEET WEST OF THE CENTERLINE OF
 CZ2140'NORTH-SOUTH IRRIGATION DITCH.  88 FEET WEST OF THE CENTERLINE OF
 CZ2140'NORTH-SOUTH ROAD.  48 FEET SOUTH OF THE EAST-WEST POWERLINE.  81
 CZ2140'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2140'
 CZ2140'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2140'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2140'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 3.0
 CZ2140'MILES TO ALSDORF ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO
 CZ2140'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2151 ***********************************************************************
 CZ2151  DESIGNATION -  AN 54
 CZ2151  PID         -  CZ2151
 CZ2151  STATE/COUNTY-  AZ/PINAL
 CZ2151  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2151
 CZ2151                         *CURRENT SURVEY CONTROL
 CZ2151  ___________________________________________________________________
 CZ2151* NAD 83(1992)-  32 44 01.52134(N)    111 36 08.78125(W)     ADJUSTED  
 CZ2151* NAVD 88     -       473.60   (+/-2cm)    1553.8    (feet)  VERTCON   
 CZ2151  ___________________________________________________________________
 CZ2151  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2151  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2151
 CZ2151  HORZ ORDER  -  FIRST
 CZ2151  VERT ORDER  -  THIRD ? (See Below)
 CZ2151
 CZ2151.The horizontal coordinates were established by classical geodetic methods
 CZ2151.and adjusted by the National Geodetic Survey in August 1993..
 CZ2151
 CZ2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2151.The vertical order pertains to the NGVD 29 superseded value.
 CZ2151
 CZ2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2151
 CZ2151.The geoid height was determined by GEOID03.
 CZ2151
 CZ2151;                    North         East     Units Scale Factor Converg.
 CZ2151;SPC AZ C     -   192,271.139   242,810.560   MT  0.99991069   +0 10 11.7
 CZ2151;SPC AZ C     -   630,810.82    796,622.57   iFT  0.99991069   +0 10 11.7
 CZ2151;UTM  12      - 3,621,932.199   443,553.784   MT  0.99963929   -0 19 32.8
 CZ2151
 CZ2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2151!SPC AZ C     -   0.99993038  x   0.99991069  =   0.99984108
 CZ2151!UTM  12      -   0.99993038  x   0.99963929  =   0.99956969
 CZ2151
 CZ2151:                Primary Azimuth Mark                     Grid Az
 CZ2151:SPC AZ C     -  AN 55                                    180 35 25.7
 CZ2151:UTM  12      -  AN 55                                    181 05 10.2
 CZ2151
 CZ2151|---------------------------------------------------------------------|
 CZ2151| PID    Reference Object                     Distance      Geod. Az  |
 CZ2151|                                                           dddmmss.s |
 CZ2151| CZ2138 AN 55                               APPROX. 1.6 KM 1804537.4 |
 CZ2151|---------------------------------------------------------------------|
 CZ2151
 CZ2151                          SUPERSEDED SURVEY CONTROL
 CZ2151
 CZ2151  NAD 83(1986)-  32 44 01.51634(N)    111 36 08.78123(W) AD(       ) 1
 CZ2151  NAD 27      -  32 44 01.29385(N)    111 36 06.34047(W) AD(       ) 1
 CZ2151  NGVD 29 (07/19/86)  473.04   (m)         1552.0    (f) LEVELING    3  
 CZ2151
 CZ2151.Superseded values are not recommended for survey control.
 CZ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2151.See file dsdata.txt to determine how the superseded data were derived.
 CZ2151
 CZ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4355421932(NAD 83)
 CZ2151_MARKER: DD = SURVEY DISK
 CZ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2151+STABILITY: SURFACE MOTION
 CZ2151
 CZ2151  HISTORY     - Date     Condition        Report By
 CZ2151  HISTORY     - 1966     MONUMENTED       DMA
 CZ2151  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2151
 CZ2151                          STATION DESCRIPTION
 CZ2151
 CZ2151'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2151'T-8-S.  R-7-E.  IN SECTION 14 NEAR THE NORTHWEST CORNER.
 CZ2151'
 CZ2151'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2151'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2151'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2151'MARK IS STAMPED--AN 54 1966 ARMY MAP SERVICE.
 CZ2151'
 CZ2151'THE STATION MARK IS LOCATED 47 FEET SOUTH OF THE CENTERLINE OF
 CZ2151'EAST-WEST FIELD ROAD.  102 FEET SOUTH OF THE CENTERLINE OF
 CZ2151'EAST-WEST ROAD.  122 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2151'ROAD.  68 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH FIELD
 CZ2151'ROAD.  83 FEET EAST OF THE NORTH-SOUTH POWERLINE.  159 FEET
 CZ2151'SOUTHEAST OF THE INTERSECTING CENTERLINES OF EAST-WEST AND
 CZ2151'NORTH-SOUTH ROADS.
 CZ2151'
 CZ2151'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2151'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2151'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 4.0
 CZ2151'MILES TO MILLIGAN ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 CZ2151'CROSSROAD AND THE STATION SITE.
 CZ2151
 CZ2151                          STATION RECOVERY (1968)
 CZ2151
 CZ2151'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2151'AMS FIELD PARTY FOUND THE MARK HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2138 ***********************************************************************
 CZ2138  DESIGNATION -  AN 55
 CZ2138  PID         -  CZ2138
 CZ2138  STATE/COUNTY-  AZ/PINAL
 CZ2138  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2138
 CZ2138                         *CURRENT SURVEY CONTROL
 CZ2138  ___________________________________________________________________
 CZ2138* NAD 83(1992)-  32 43 09.26213(N)    111 36 09.60173(W)     ADJUSTED  
 CZ2138* NAVD 88     -       475.89   (+/-2cm)    1561.3    (feet)  VERTCON   
 CZ2138  ___________________________________________________________________
 CZ2138  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CZ2138  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2138
 CZ2138  HORZ ORDER  -  FIRST
 CZ2138  VERT ORDER  -  THIRD ? (See Below)
 CZ2138
 CZ2138.The horizontal coordinates were established by classical geodetic methods
 CZ2138.and adjusted by the National Geodetic Survey in August 1993..
 CZ2138
 CZ2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2138.The vertical order pertains to the NGVD 29 superseded value.
 CZ2138
 CZ2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2138
 CZ2138.The geoid height was determined by GEOID03.
 CZ2138
 CZ2138;                    North         East     Units Scale Factor Converg.
 CZ2138;SPC AZ C     -   190,661.359   242,793.969   MT  0.99991068   +0 10 11.0
 CZ2138;SPC AZ C     -   625,529.39    796,568.14   iFT  0.99991068   +0 10 11.0
 CZ2138;UTM  12      - 3,620,323.059   443,523.277   MT  0.99963933   -0 19 32.8
 CZ2138
 CZ2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2138!SPC AZ C     -   0.99993002  x   0.99991068  =   0.99984071
 CZ2138!UTM  12      -   0.99993002  x   0.99963933  =   0.99956938
 CZ2138
 CZ2138|---------------------------------------------------------------------|
 CZ2138| PID    Reference Object                     Distance      Geod. Az  |
 CZ2138|                                                           dddmmss.s |
 CZ2138| CH4223 AN 55 RM E                            8.837 METERS 08916     |
 CZ2138| CH4224 AN 55 RM S                            8.829 METERS 17917     |
 CZ2138| CZ2146 AM 55                               APPROX. 1.6 KM 2715858.0 |
 CZ2138|---------------------------------------------------------------------|
 CZ2138
 CZ2138                          SUPERSEDED SURVEY CONTROL
 CZ2138
 CZ2138  NAD 83(1986)-  32 43 09.25712(N)    111 36 09.60160(W) AD(       ) 1
 CZ2138  NAD 27      -  32 43 09.03317(N)    111 36 07.16202(W) AD(       ) 1
 CZ2138  NGVD 29 (07/19/86)  475.33   (m)         1559.5    (f) LEVELING    3  
 CZ2138
 CZ2138.Superseded values are not recommended for survey control.
 CZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2138.See file dsdata.txt to determine how the superseded data were derived.
 CZ2138
 CZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352320323(NAD 83)
 CZ2138_MARKER: DD = SURVEY DISK
 CZ2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2138
 CZ2138  HISTORY     - Date     Condition        Report By
 CZ2138  HISTORY     - 1966     MONUMENTED       DMA
 CZ2138
 CZ2138                          STATION DESCRIPTION
 CZ2138
 CZ2138'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2138'T-8-S.  R-7-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2138'
 CZ2138'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2138'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2138'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2138'IS STAMPED--AN 55 1966 ARMY MAP SERVICE.
 CZ2138'
 CZ2138'THE STATION MARK IS LOCATED 96 FEET SOUTH OF THE CENTERLINE OF
 CZ2138'EAST-WEST ROAD.  59 FEET SOUTH OF THE EAST-WEST POWERLINE.  52
 CZ2138'FEET EAST OF NORTH-SOUTH POWERLINE.  91 FEET EAST OF THE CENTERLINE
 CZ2138'OF NORTH-SOUTH ROAD.
 CZ2138'
 CZ2138'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2138'GRANDE, GO SOUTHEAST ON HIGHWAYS 84 AND 93 FOR 10.2 MILES
 CZ2138'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 5.0 MILES
 CZ2138'TO PHILLIPS ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO CROSSROAD
 CZ2138'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2142 ***********************************************************************
 CZ2142  DESIGNATION -  AN 56
 CZ2142  PID         -  CZ2142
 CZ2142  STATE/COUNTY-  AZ/PINAL
 CZ2142  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2142
 CZ2142                         *CURRENT SURVEY CONTROL
 CZ2142  ___________________________________________________________________
 CZ2142* NAD 83(1992)-  32 42 19.18216(N)    111 36 12.00715(W)     ADJUSTED  
 CZ2142* NAVD 88     -       479.13   (+/-2cm)    1571.9    (feet)  VERTCON   
 CZ2142  ___________________________________________________________________
 CZ2142  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ2142  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2142
 CZ2142  HORZ ORDER  -  FIRST
 CZ2142  VERT ORDER  -  THIRD ? (See Below)
 CZ2142
 CZ2142.The horizontal coordinates were established by classical geodetic methods
 CZ2142.and adjusted by the National Geodetic Survey in August 1993..
 CZ2142
 CZ2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2142.The vertical order pertains to the NGVD 29 superseded value.
 CZ2142
 CZ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2142
 CZ2142.The geoid height was determined by GEOID03.
 CZ2142
 CZ2142;                    North         East     Units Scale Factor Converg.
 CZ2142;SPC AZ C     -   189,118.586   242,735.894   MT  0.99991064   +0 10 09.5
 CZ2142;SPC AZ C     -   620,467.80    796,377.60   iFT  0.99991064   +0 10 09.5
 CZ2142;UTM  12      - 3,618,781.264   443,451.885   MT  0.99963943   -0 19 33.6
 CZ2142
 CZ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2142!SPC AZ C     -   0.99992951  x   0.99991064  =   0.99984016
 CZ2142!UTM  12      -   0.99992951  x   0.99963943  =   0.99956897
 CZ2142
 CZ2142|---------------------------------------------------------------------|
 CZ2142| PID    Reference Object                     Distance      Geod. Az  |
 CZ2142|                                                           dddmmss.s |
 CZ2142| CH4225 AN 56 RM E                            8.828 METERS 08924     |
 CZ2142| CH4226 AN 56 RM S                            8.833 METERS 17923     |
 CZ2142| CZ2148 AM 56                               APPROX. 1.6 KM 2671103.8 |
 CZ2142|---------------------------------------------------------------------|
 CZ2142
 CZ2142                          SUPERSEDED SURVEY CONTROL
 CZ2142
 CZ2142  NAD 83(1986)-  32 42 19.17716(N)    111 36 12.00691(W) AD(       ) 1
 CZ2142  NAD 27      -  32 42 18.95173(N)    111 36 09.56845(W) AD(       ) 1
 CZ2142  NGVD 29 (07/19/86)  478.57   (m)         1570.1    (f) LEVELING    3  
 CZ2142
 CZ2142.Superseded values are not recommended for survey control.
 CZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2142.See file dsdata.txt to determine how the superseded data were derived.
 CZ2142
 CZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4345218781(NAD 83)
 CZ2142_MARKER: DD = SURVEY DISK
 CZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2142
 CZ2142  HISTORY     - Date     Condition        Report By
 CZ2142  HISTORY     - 1966     MONUMENTED       DMA
 CZ2142
 CZ2142                          STATION DESCRIPTION
 CZ2142
 CZ2142'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2142'T-8-S.  R-7-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2142'
 CZ2142'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2142'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2142'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2142'IS STAMPED--AN 56 1966 ARMY MAP SERVICE.
 CZ2142'
 CZ2142'THE STATION MARK IS LOCATED 36.0 FEET EAST OF THE CENTERLINE
 CZ2142'OF NORTH-SOUTH IRRIGATION DITCH.  68.0 FEET NORTH-NORTHEAST OF
 CZ2142'THE CENTERLINES (INTERSECTING) OF EAST-WEST IRRIGATION DITCH
 CZ2142'AND FIELD ROAD.  99.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2142'ROAD.  134.0 FEET WEST OF THE NORTH-SOUTH POWERLINE.  136.0 FEET
 CZ2142'NORTHWEST OF THE INTERSECTING CENTERLINES OF NORTH-SOUTH ROAD
 CZ2142'AND FIELD ROAD EAST.
 CZ2142'
 CZ2142'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2142'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2142'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 6.0
 CZ2142'MILES TO SHAY ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 CZ2142'CROSSROAD AND THE STATION SITE.
 CZ2142'
 CZ2142'NOTE TO CONTRACTOR--DO NOT DISTURB CONCRETE IRRIGATION
 CZ2142'DITCH ON WEST SIDE OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2143 ***********************************************************************
 CZ2143  DESIGNATION -  AN 57
 CZ2143  PID         -  CZ2143
 CZ2143  STATE/COUNTY-  AZ/PINAL
 CZ2143  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2143
 CZ2143                         *CURRENT SURVEY CONTROL
 CZ2143  ___________________________________________________________________
 CZ2143* NAD 83(1992)-  32 41 26.00447(N)    111 36 12.53405(W)     ADJUSTED  
 CZ2143* NAVD 88     -       482.42   (+/-2cm)    1582.7    (feet)  VERTCON   
 CZ2143  ___________________________________________________________________
 CZ2143  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CZ2143  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2143
 CZ2143  HORZ ORDER  -  FIRST
 CZ2143  VERT ORDER  -  THIRD ? (See Below)
 CZ2143
 CZ2143.The horizontal coordinates were established by classical geodetic methods
 CZ2143.and adjusted by the National Geodetic Survey in August 1993..
 CZ2143
 CZ2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2143.The vertical order pertains to the NGVD 29 superseded value.
 CZ2143
 CZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2143
 CZ2143.The geoid height was determined by GEOID03.
 CZ2143
 CZ2143;                    North         East     Units Scale Factor Converg.
 CZ2143;SPC AZ C     -   187,480.544   242,727.009   MT  0.99991063   +0 10 09.0
 CZ2143;SPC AZ C     -   615,093.65    796,348.45   iFT  0.99991063   +0 10 09.0
 CZ2143;UTM  12      - 3,617,143.804   443,428.849   MT  0.99963946   -0 19 33.4
 CZ2143
 CZ2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2143!SPC AZ C     -   0.99992900  x   0.99991063  =   0.99983963
 CZ2143!UTM  12      -   0.99992900  x   0.99963946  =   0.99956848
 CZ2143
 CZ2143|---------------------------------------------------------------------|
 CZ2143| PID    Reference Object                     Distance      Geod. Az  |
 CZ2143|                                                           dddmmss.s |
 CZ2143| CH4227 AN 57 RM E                            8.824 METERS 08939     |
 CZ2143| CH4228 AN 57 RM S                            8.834 METERS 17937     |
 CZ2143| CZ2147 AM 57                               APPROX. 1.6 KM 2674438.0 |
 CZ2143|---------------------------------------------------------------------|
 CZ2143
 CZ2143                          SUPERSEDED SURVEY CONTROL
 CZ2143
 CZ2143  NAD 83(1986)-  32 41 25.99948(N)    111 36 12.53370(W) AD(       ) 1
 CZ2143  NAD 27      -  32 41 25.77244(N)    111 36 10.09650(W) AD(       ) 1
 CZ2143  NGVD 29 (07/19/86)  481.86   (m)         1580.9    (f) LEVELING    3  
 CZ2143
 CZ2143.Superseded values are not recommended for survey control.
 CZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2143.See file dsdata.txt to determine how the superseded data were derived.
 CZ2143
 CZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4342917144(NAD 83)
 CZ2143_MARKER: DD = SURVEY DISK
 CZ2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2143
 CZ2143  HISTORY     - Date     Condition        Report By
 CZ2143  HISTORY     - 1966     MONUMENTED       DMA
 CZ2143
 CZ2143                          STATION DESCRIPTION
 CZ2143
 CZ2143'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2143'T-8-S.  R-7-E.  IN SECTION 27 NEAR THE SOUTHEAST CORNER.
 CZ2143'
 CZ2143'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2143'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2143'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2143'STAMPED--AN 57 1966 ARMY MAP SERVICE.
 CZ2143'
 CZ2143'THE STATION MARK IS LOCATED 72 FEET EAST OF THE CENTERLINE OF
 CZ2143'NORTH-SOUTH IRRIGATION DITCH.  65 FEET NORTH OF THE CENTERLINE OF
 CZ2143'EAST-WEST ROAD.  88 FEET NORTH OF THE EAST-WEST POWERLINE.  140
 CZ2143'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  177 FEET WEST
 CZ2143'OF THE NORTH-SOUTH POWERLINE.
 CZ2143'
 CZ2143'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2143'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2143'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 7.0
 CZ2143'MILES TO NUTT ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO THE
 CZ2143'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2141 ***********************************************************************
 CZ2141  DESIGNATION -  AN 58
 CZ2141  PID         -  CZ2141
 CZ2141  STATE/COUNTY-  AZ/PINAL
 CZ2141  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2141
 CZ2141                         *CURRENT SURVEY CONTROL
 CZ2141  ___________________________________________________________________
 CZ2141* NAD 83(1992)-  32 40 32.15732(N)    111 36 11.83913(W)     ADJUSTED  
 CZ2141* NAVD 88     -       485.94   (+/-2cm)    1594.3    (feet)  VERTCON   
 CZ2141  ___________________________________________________________________
 CZ2141  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CZ2141  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2141
 CZ2141  HORZ ORDER  -  FIRST
 CZ2141  VERT ORDER  -  THIRD ? (See Below)
 CZ2141
 CZ2141.The horizontal coordinates were established by classical geodetic methods
 CZ2141.and adjusted by the National Geodetic Survey in August 1993..
 CZ2141
 CZ2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2141.The vertical order pertains to the NGVD 29 superseded value.
 CZ2141
 CZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2141
 CZ2141.The geoid height was determined by GEOID03.
 CZ2141
 CZ2141;                    North         East     Units Scale Factor Converg.
 CZ2141;SPC AZ C     -   185,821.979   242,750.008   MT  0.99991065   +0 10 09.1
 CZ2141;SPC AZ C     -   609,652.16    796,423.91   iFT  0.99991065   +0 10 09.1
 CZ2141;UTM  12      - 3,615,485.552   443,437.516   MT  0.99963945   -0 19 32.6
 CZ2141
 CZ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2141!SPC AZ C     -   0.99992845  x   0.99991065  =   0.99983910
 CZ2141!UTM  12      -   0.99992845  x   0.99963945  =   0.99956792
 CZ2141
 CZ2141|---------------------------------------------------------------------|
 CZ2141| PID    Reference Object                     Distance      Geod. Az  |
 CZ2141|                                                           dddmmss.s |
 CZ2141| CH4229 AN 58 RM E                            8.838 METERS 08914     |
 CZ2141| CZ2139 AN 59                               APPROX. 1.6 KM 1781941.8 |
 CZ2141| CH4230 AN 58 RM S                            8.843 METERS 17921     |
 CZ2141|---------------------------------------------------------------------|
 CZ2141
 CZ2141                          SUPERSEDED SURVEY CONTROL
 CZ2141
 CZ2141  NAD 83(1986)-  32 40 32.15233(N)    111 36 11.83865(W) AD(       ) 1
 CZ2141  NAD 27      -  32 40 31.92378(N)    111 36 09.40279(W) AD(       ) 1
 CZ2141  NGVD 29 (07/19/86)  485.38   (m)         1592.5    (f) LEVELING    3  
 CZ2141
 CZ2141.Superseded values are not recommended for survey control.
 CZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2141.See file dsdata.txt to determine how the superseded data were derived.
 CZ2141
 CZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4343815486(NAD 83)
 CZ2141_MARKER: DD = SURVEY DISK
 CZ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2141
 CZ2141  HISTORY     - Date     Condition        Report By
 CZ2141  HISTORY     - 1966     MONUMENTED       DMA
 CZ2141
 CZ2141                          STATION DESCRIPTION
 CZ2141
 CZ2141'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2141'T-9-S.  R-7-E.  IN SECTION 3 NEAR THE NORTHEAST CORNER.
 CZ2141'
 CZ2141'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2141'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2141'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2141'58 1966 ARMY MAP SERVICE.
 CZ2141'
 CZ2141'THE STATION MARK IS LOCATED 33 FEET SOUTH OF EAST-WEST
 CZ2141'POWERLINE.  76 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  44
 CZ2141'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  70
 CZ2141'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2141'
 CZ2141'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2141'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2141'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 8.0
 CZ2141'MILES TO HARMON ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO CROSSROAD
 CZ2141'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2139 ***********************************************************************
 CZ2139  DESIGNATION -  AN 59
 CZ2139  PID         -  CZ2139
 CZ2139  STATE/COUNTY-  AZ/PINAL
 CZ2139  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2139
 CZ2139                         *CURRENT SURVEY CONTROL
 CZ2139  ___________________________________________________________________
 CZ2139* NAD 83(1992)-  32 39 41.65342(N)    111 36 10.09663(W)     ADJUSTED  
 CZ2139* NAVD 88     -       487.64   (+/-2cm)    1599.9    (feet)  VERTCON   
 CZ2139  ___________________________________________________________________
 CZ2139  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 CZ2139  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2139
 CZ2139  HORZ ORDER  -  FIRST
 CZ2139  VERT ORDER  -  THIRD ? (See Below)
 CZ2139
 CZ2139.The horizontal coordinates were established by classical geodetic methods
 CZ2139.and adjusted by the National Geodetic Survey in August 1993..
 CZ2139
 CZ2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2139.The vertical order pertains to the NGVD 29 superseded value.
 CZ2139
 CZ2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2139
 CZ2139.The geoid height was determined by GEOID03.
 CZ2139
 CZ2139;                    North         East     Units Scale Factor Converg.
 CZ2139;SPC AZ C     -   184,266.478   242,800.003   MT  0.99991068   +0 10 09.8
 CZ2139;SPC AZ C     -   604,548.81    796,587.94   iFT  0.99991068   +0 10 09.8
 CZ2139;UTM  12      - 3,613,930.100   443,474.066   MT  0.99963940   -0 19 31.2
 CZ2139
 CZ2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2139!SPC AZ C     -   0.99992818  x   0.99991068  =   0.99983887
 CZ2139!UTM  12      -   0.99992818  x   0.99963940  =   0.99956761
 CZ2139
 CZ2139|---------------------------------------------------------------------|
 CZ2139| PID    Reference Object                     Distance      Geod. Az  |
 CZ2139|                                                           dddmmss.s |
 CZ2139| CH4231 AN 59 RM E                            8.836 METERS 08904     |
 CZ2139| CH4232 AN 59 RM S                            8.831 METERS 17907     |
 CZ2139| CZ2141 AN 58                               APPROX. 1.6 KM 3581942.8 |
 CZ2139|---------------------------------------------------------------------|
 CZ2139
 CZ2139                          SUPERSEDED SURVEY CONTROL
 CZ2139
 CZ2139  NAD 83(1986)-  32 39 41.64846(N)    111 36 10.09604(W) AD(       ) 1
 CZ2139  NAD 27      -  32 39 41.41808(N)    111 36 07.66148(W) AD(       ) 1
 CZ2139  NGVD 29 (07/19/86)  487.08   (m)         1598.0    (f) LEVELING    3  
 CZ2139
 CZ2139.Superseded values are not recommended for survey control.
 CZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2139.See file dsdata.txt to determine how the superseded data were derived.
 CZ2139
 CZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4347413930(NAD 83)
 CZ2139_MARKER: DD = SURVEY DISK
 CZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2139
 CZ2139  HISTORY     - Date     Condition        Report By
 CZ2139  HISTORY     - 1966     MONUMENTED       DMA
 CZ2139
 CZ2139                          STATION DESCRIPTION
 CZ2139
 CZ2139'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2139'T-9-S.  R-7-E.  IN SECTION 2 NEAR THE SOUTHWEST CORNER.
 CZ2139'
 CZ2139'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2139'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2139'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2139'59 1966 ARMY MAP SERVICE.
 CZ2139'
 CZ2139'THE STATION MARK IS LOCATED 113 FEET NORTH OF THE CENTERLINE OF
 CZ2139'EAST-WEST ROAD.  78 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2139'ROAD.  52 FEET EAST OF NORTH-SOUTH POWERLINE.  54 FEET NORTH OF
 CZ2139'THE CENTERLINE OF EAST-WEST CONCRETE IRRIGATION DITCH.
 CZ2139'
 CZ2139'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2139'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2139'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 9.0 MILES
 CZ2139'TO CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST TO CROSSROAD AND
 CZ2139'THE STATION SITE.
 CZ2139'
 CZ2139'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2139'BE CONSTRUCTED, CENTERED ON THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0240 ***********************************************************************
 GQ0240  DESIGNATION -  ANGEL
 GQ0240  PID         -  GQ0240
 GQ0240  STATE/COUNTY-  AZ/COCONINO
 GQ0240  USGS QUAD   -  BRIGHT ANGEL POINT (1988)
 GQ0240
 GQ0240                         *CURRENT SURVEY CONTROL
 GQ0240  ___________________________________________________________________
 GQ0240* NAD 83(1992)-  36 12 51.07039(N)    112 03 36.87044(W)     ADJUSTED  
 GQ0240* NAVD 88     -      2542.8    (meters)    8343.     (feet)  VERTCON   
 GQ0240  ___________________________________________________________________
 GQ0240  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GQ0240  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GQ0240
 GQ0240  HORZ ORDER  -  THIRD
 GQ0240
 GQ0240.The horizontal coordinates were established by classical geodetic methods
 GQ0240.and adjusted by the National Geodetic Survey in August 1993..
 GQ0240
 GQ0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0240
 GQ0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0240
 GQ0240.The geoid height was determined by GEOID03.
 GQ0240
 GQ0240;                    North         East     Units Scale Factor Converg.
 GQ0240;SPC AZ C     -   578,286.384   200,451.120   MT  0.99990205   -0 05 05.4
 GQ0240;SPC AZ C     - 1,897,265.04    657,648.03   iFT  0.99990205   -0 05 05.4
 GQ0240;UTM  12      - 4,008,226.236   404,700.333   MT  0.99971190   -0 37 35.2
 GQ0240
 GQ0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0240!SPC AZ C     -   0.99960460  x   0.99990205  =   0.99950669
 GQ0240!UTM  12      -   0.99960460  x   0.99971190  =   0.99931662
 GQ0240
 GQ0240:                Primary Azimuth Mark                     Grid Az
 GQ0240:SPC AZ C     -  KNOB                                     208 18 55.1
 GQ0240:UTM  12      -  KNOB                                     208 51 24.9
 GQ0240
 GQ0240|---------------------------------------------------------------------|
 GQ0240| PID    Reference Object                     Distance      Geod. Az  |
 GQ0240|                                                           dddmmss.s |
 GQ0240| GQ0293 KNOB                                APPROX.18.0 KM 2081349.7 |
 GQ0240|---------------------------------------------------------------------|
 GQ0240
 GQ0240                          SUPERSEDED SURVEY CONTROL
 GQ0240
 GQ0240  NAD 83(1986)-  36 12 51.06894(N)    112 03 36.87042(W) AD(       ) 3
 GQ0240  NGVD 29 (05/08/89) 2541.7    (m)         8339.     (f) VERT ANG       
 GQ0240
 GQ0240.Superseded values are not recommended for survey control.
 GQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0240.See file dsdata.txt to determine how the superseded data were derived.
 GQ0240
 GQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0470008226(NAD 83)
 GQ0240_MARKER: DD = SURVEY DISK
 GQ0240_SETTING: 80 = SET IN A BOULDER
 GQ0240_SP_SET: PARTIALLY EXPOSED BOULDER
 GQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0240+STABILITY: SURFACE MOTION
 GQ0240
 GQ0240  HISTORY     - Date     Condition        Report By
 GQ0240  HISTORY     - 1956     MONUMENTED       USGS
 GQ0240
 GQ0240                          STATION DESCRIPTION
 GQ0240
 GQ0240'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0240'LOCATED AT U.S. NATIONAL PARK SERVICE NORTH RIM HEADQUARTERS,
 GQ0240'ABOUT 400 FT SE. OF HEADQUARTERS BLDG. AT NPS TREE TOWER NO. 1.
 GQ0240'
 GQ0240'TO REACH NOT GIVEN.
 GQ0240'
 GQ0240'STATION MARK--STANDARD TABLET STAMPED---ANGEL 1956---, CEMENTED IN
 GQ0240'TOP OF BURIED ROCK CENTERED DIRECTLY UNDER TOWER NO. 1 (LEANING
 GQ0240'48-INCH WHITE FIR).
 GQ0240'
 GQ0240'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 24-INCH PINE
 GQ0240'TREE.
 GQ0240'
 GQ0240'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 20-INCH PINE
 GQ0240'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2167 ***********************************************************************
 DU2167  DESIGNATION -  ANGELO
 DU2167  PID         -  DU2167
 DU2167  STATE/COUNTY-  AZ/MARICOPA
 DU2167  USGS QUAD   -  GUADALUPE (1982)
 DU2167
 DU2167                         *CURRENT SURVEY CONTROL
 DU2167  ___________________________________________________________________
 DU2167* NAD 83(1992)-  33 22 12.13720(N)    111 58 21.71648(W)     ADJUSTED  
 DU2167* NAVD 88     -       412.2    (meters)    1352.     (feet)  VERTCON   
 DU2167  ___________________________________________________________________
 DU2167  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2167  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2167
 DU2167  HORZ ORDER  -  SECOND
 DU2167
 DU2167.The horizontal coordinates were established by classical geodetic methods
 DU2167.and adjusted by the National Geodetic Survey in August 1993..
 DU2167
 DU2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2167
 DU2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2167
 DU2167.The geoid height was determined by GEOID03.
 DU2167
 DU2167;                    North         East     Units Scale Factor Converg.
 DU2167;SPC AZ C     -   262,788.937   208,146.085   MT  0.99990034   -0 01 51.0
 DU2167;SPC AZ C     -   862,168.43    682,893.98   iFT  0.99990034   -0 01 51.0
 DU2167;UTM  12      - 3,692,733.127   409,513.977   MT  0.99970094   -0 32 06.2
 DU2167
 DU2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2167!SPC AZ C     -   0.99993996  x   0.99990034  =   0.99984030
 DU2167!UTM  12      -   0.99993996  x   0.99970094  =   0.99964092
 DU2167
 DU2167:                Primary Azimuth Mark                     Grid Az
 DU2167:SPC AZ C     -  GUADALUPE RAD STA KUPD CEN MST           043 07 42.8
 DU2167:UTM  12      -  GUADALUPE RAD STA KUPD CEN MST           043 37 58.0
 DU2167
 DU2167|---------------------------------------------------------------------|
 DU2167| PID    Reference Object                     Distance      Geod. Az  |
 DU2167|                                                           dddmmss.s |
 DU2167| DU2176 GUADALUPE RAD STA KUPD CEN MST      APPROX. 0.9 KM 0430551.8 |
 DU2167| CH4233 ANGELO RM 1                          18.924 METERS 11240     |
 DU2167| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.14.7 KM 1213450.1 |
 DU2167| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.14.7 KM 1214010.3 |
 DU2167| CH4234 ANGELO RM 2                           6.280 METERS 13045     |
 DU2167| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX.17.5 KM 1442214.4 |
 DU2167|---------------------------------------------------------------------|
 DU2167
 DU2167                          SUPERSEDED SURVEY CONTROL
 DU2167
 DU2167  NAD 83(1986)-  33 22 12.13099(N)    111 58 21.72140(W) AD(       ) 2
 DU2167  NAD 27      -  33 22 11.96320(N)    111 58 19.19930(W) AD(       ) 2
 DU2167  NGVD 29 (07/19/86)  411.6    (m)         1350.     (f) VERT ANG       
 DU2167
 DU2167.Superseded values are not recommended for survey control.
 DU2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2167.See file dsdata.txt to determine how the superseded data were derived.
 DU2167
 DU2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0951492733(NAD 83)
 DU2167_MARKER: DE = TRAVERSE STATION DISK
 DU2167_SETTING: 66 = SET IN ROCK OUTCROP
 DU2167
 DU2167  HISTORY     - Date     Condition        Report By
 DU2167  HISTORY     - 1962     MONUMENTED       CGS
 DU2167
 DU2167                          STATION DESCRIPTION
 DU2167
 DU2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2167'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF THE CENTER
 DU2167'OF PHOENIX, ABOUT 4 MILES SOUTH-SOUTHWEST OF TEMPE, 1/2 MILE
 DU2167'WEST OF GUADALUPE AND ON A SMALL ROCKY HILL WITH A CROSS ON TOP.
 DU2167'
 DU2167'TO REACH THE STATION FROM THE JUNCTION OF EAST BASE LINE ROAD AND
 DU2167'56TH STREET, ABOUT 1/2 MILE NORTH OF GUADALUPE, GO SOUTH ON
 DU2167'56TH STREET FOR 0.4 MILE TO THE POST OFFICE IN GUADALUPE, CONTINUE
 DU2167'SOUTH ON 56 TH STREET FOR 0.2 MILE, TURN RIGHT, GO WEST ON
 DU2167'SAN ANGELO STREET FOR 0.4 MILE TO THE BASE OF SMALL HILL WITH
 DU2167'A CROSS ON TOP.  CONTINUE WEST UP STEEP GRADE FOR 0.1 MILE TO
 DU2167'THE STATION.
 DU2167'
 DU2167'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 DU2167'OUTCROPPING BEDROCK WHICH IS FLUSH AND IS STAMPED ANGELO 1962.
 DU2167'THE MARK 103 FEET EAST-SOUTHEAST OF A CROSS ON TOP OF HILL AND
 DU2167'IS APPROXIMATELY 15 FEET LOWER THAN THE TOP OF THE HILL.
 DU2167'
 DU2167'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DU2167'TOP OUTCROPPING BEDROCK WHICH IS FLUSH AND IS STAMPED ANGELO
 DU2167'NO 1 1962.  THE MARK IS 26.5 FEET NORTH OF THE CENTER OF TRACK
 DU2167'ROAD AND IS APPROXIMATELY 15 FEET LOWER THAN THE STATION MARK.
 DU2167'
 DU2167'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF
 DU2167'OUTCROPPING BEDROCK WHICH IS FLUSH AND IS ABOUT 5 FEET LOWER
 DU2167'THAN THE STATION MARK.  THE MARK IS 19 FEET NORTH OF CENTER OF
 DU2167'TRACK ROAD AND THE DISK IS STAMPED ANGELO NO 2 1962.
 DU2167'
 DU2167'NO AZIMUTH MARK SET, GUADALUPE, KUPD RADIO MAST COULD BE USED
 DU2167'AS AZIMUTH.
 DU2167'
 DU2167'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 43.22 FT. OR 13.175 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0570 ***********************************************************************
 GP0570  DESIGNATION -  ANTELOPE
 GP0570  PID         -  GP0570
 GP0570  STATE/COUNTY-  AZ/COCONINO
 GP0570  USGS QUAD   -  PAGE (1985)
 GP0570
 GP0570                         *CURRENT SURVEY CONTROL
 GP0570  ___________________________________________________________________
 GP0570* NAD 83(1992)-  36 56 22.32092(N)    111 28 14.43964(W)     ADJUSTED  
 GP0570* NAVD 88     -      1251.4    (meters)    4106.     (feet)  VERTCON   
 GP0570  ___________________________________________________________________
 GP0570  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GP0570  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0570
 GP0570  HORZ ORDER  -  SECOND
 GP0570
 GP0570.The horizontal coordinates were established by classical geodetic methods
 GP0570.and adjusted by the National Geodetic Survey in August 1993..
 GP0570
 GP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0570
 GP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0570
 GP0570.The geoid height was determined by GEOID03.
 GP0570
 GP0570;                    North         East     Units Scale Factor Converg.
 GP0570;SPC AZ C     -   658,853.302   253,085.778   MT  0.99991944   +0 16 04.9
 GP0570;SPC AZ C     - 2,161,592.20    830,333.92   iFT  0.99991944   +0 16 04.9
 GP0570;SPC UT S     - 3,030,284.485   502,612.248   MT  1.00005906   +0 01 04.7
 GP0570;UTM  12      - 4,088,268.129   458,087.681   MT  0.99962164   -0 16 58.3
 GP0570
 GP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0570!SPC AZ C     -   0.99980734  x   0.99991944  =   0.99972679
 GP0570!SPC UT S     -   0.99980734  x   1.00005906  =   0.99986638
 GP0570!UTM  12      -   0.99980734  x   0.99962164  =   0.99942905
 GP0570
 GP0570|---------------------------------------------------------------------|
 GP0570| PID    Reference Object                     Distance      Geod. Az  |
 GP0570|                                                           dddmmss.s |
 GP0570| CH2200 ANTELOPE RM 1                        13.824 METERS 05317     |
 GP0570| CH2199 ANTELOPE AZ MK                                     1100239.7 |
 GP0570| GP0574 PAGE MUNICIPAL TANK                 APPROX. 3.8 KM 1562947.2 |
 GP0570| CH2201 ANTELOPE RM 2                         9.086 METERS 18512     |
 GP0570|---------------------------------------------------------------------|
 GP0570
 GP0570                          SUPERSEDED SURVEY CONTROL
 GP0570
 GP0570  NAD 83(1986)-  36 56 22.31547(N)    111 28 14.44100(W) AD(       ) 2
 GP0570  NAD 27      -  36 56 22.35855(N)    111 28 11.87513(W) AD(       ) 2
 GP0570  NGVD 29 (07/19/86) 1250.5    (m)         4103.     (f) VERT ANG       
 GP0570
 GP0570.Superseded values are not recommended for survey control.
 GP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0570.See file dsdata.txt to determine how the superseded data were derived.
 GP0570
 GP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5808888268(NAD 83)
 GP0570_MARKER: DS = TRIANGULATION STATION DISK
 GP0570_SETTING: 66 = SET IN ROCK OUTCROP
 GP0570_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0570+STABILITY: POSITION/ELEVATION WELL
 GP0570
 GP0570  HISTORY     - Date     Condition        Report By
 GP0570  HISTORY     - 1947     MONUMENTED       CGS
 GP0570  HISTORY     - 1959     GOOD             USGS
 GP0570  HISTORY     - 1962     GOOD             CGS
 GP0570  HISTORY     - 1963     GOOD             CGS
 GP0570  HISTORY     - 1971     GOOD             NGS
 GP0570  HISTORY     - 1983     GOOD             AZDT
 GP0570
 GP0570                          STATION DESCRIPTION
 GP0570
 GP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0570'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF THE COPPER MINE
 GP0570'TRADING POST, ABOUT 15 MILES UP THE COLORADO RIVER, 1 MILE EAST
 GP0570'OF THE RIM OF THE GLEN CANYON, ON THE SPUR OF THE RIDGE EXTENDING
 GP0570'WESTWARD OF THE MAIN RIDGE, WHICH EXTENDS NORTH AND SOUTH OF
 GP0570'ANTELOPE WASH.
 GP0570'
 GP0570'THE STATION IS A STANDARD DISK STAMPED ANTELOPE 1947, SET IN
 GP0570'BEDROCK, FLUSH.  THE STATION IS APPROXIMATELY 1 MILE ACROSS RIVER,
 GP0570'NORTHEAST FROM A BEEHIVE LIKE ROCK.  300 METER NORTH OF THE RIM,
 GP0570'200 METERS NORTHEAST OF THE LIGHT COLORED SANDSTONE ROCK OUTCROP.
 GP0570'
 GP0570'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ANTELOPE NO 1 1947,
 GP0570'SET IN BEDROCK, FLUSH.  THE MARK IS ABOUT THE SAME ELEVATION AS
 GP0570'THE STATION.
 GP0570'
 GP0570'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ANTELOPE NO 2
 GP0570'1947, SET IN BEDROCK, FLUSH.  APPOIMATELY 1-1/2 FEET LOWER THAN
 GP0570'STATION.
 GP0570'
 GP0570'AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE 1947, SET IN
 GP0570'OUTCROPPING BEDROCK.  THIS IS 4 FEET ABOVE THE SURROUNDING SURFACE,
 GP0570'THIS OUTCROPPING IS THE MOST SOUTHERLY OF A GROUP OF PROMINENT
 GP0570'OUTCROPS, APPROXIMATELY 300 METERS WEST OF THE HIGHEST POINT OF
 GP0570'HILL, 30 METERS SOUTH OF LINE OF SIGHT BETWEEN STATION AND
 GP0570'HIGHEST POINT OF HILL.
 GP0570'
 GP0570'TO REACH THE STATION FROM NAVAJO BRIDGE, GO SOUTH ON U.S. HIGHWAY
 GP0570'89, 41 MILES TO THE GAP.  TURN LEFT, FOLLOW DIRT ROAD FOR 1.5
 GP0570'MILES TO THE TOP OF THE RIM.  TAKE LEFT FORK AND GO 4.6 MILES TO A
 GP0570'FORK.  TAKE LEFT FORK ABOUT 20 MILES TO THE COPPER MINE TRADING
 GP0570'POST.  FROM THE POST FOLLOW A TRACK ROAD OVER THE HILL TO THE
 GP0570'NORTH FOR 2 MILES TO A FORK.  TAKE RIGHT FORK GO 1.6 MILES TO A
 GP0570'FORK.  KEEP RIGHT FORK 2 MILES TO DIAGONAL CROSS-ROADS, KEEP
 GP0570'STRAIGHT AHEAD UP THE VALLEY ROAD, INTO SADDLE BETWEEN LOW
 GP0570'CLIFFS 1.3 MILES TO FORK.  KEEP LEFT NORTHEASTERLY 0.9 MILES,
 GP0570'WHEN A ROAD COMES IN FROM RIGHT.  KEEP STRAIGHT AHEAD 0.3
 GP0570'MILES TO CROSS ROADS.  TAKE THE FORK TO THE RIGHT 1.2 MILES
 GP0570'AND A ROAD COMES IN FROM THE LEFT IN A FORK.  KEEP STRAIGHT
 GP0570'AHEAD AND CONTINUE 1.0 MILES TO A DIAGONAL CROSS ROAD.
 GP0570'KEEP STRAIGHT AHEAD FOR 0.1 MILES TO CROSS ROATURN
 GP0570'LEFT, NORTHEAST, GO 0.8 MILES TO A FORK.  KEEP LEFT FORK ON
 GP0570'RIDGE FOR 5.9 MILES TO A FORK.  KEEP LEFT FORK 2.7 MILES TO A
 GP0570'FORK.  TAKE LEFT FORK DOWN HILL.  BEAR RIGHT ACROSS VALLEY FOR
 GP0570'ABOUT 1 MILE, PASSING TO LEFT OF 2 SANDSTONE TITS.  CONTINUE
 GP0570'ON DOWN VALLEY NORTHWEST FOR 1.7 MILES.  BEAR RIGHT UP HILL
 GP0570'FOR ABOUT 0.3 MILES, THEN TURN LEFT AND GO ABOUT 0.4 MILES TO
 GP0570'RIM OF MESA AND STATION MANSON, FROM STATION MANSON, CONTINUE
 GP0570'NORTHWARD 2.3 MILES TO THE CREST OF THE NEXT RIDGE, BEAR RIGHT
 GP0570'WESTWARD DOWN RIDGE FOR 0.45 MILES TO STATION AS DESCRIBED
 GP0570'ABOVE.
 GP0570
 GP0570                          STATION RECOVERY (1959)
 GP0570
 GP0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GP0570'RECOVERED IN GOOD CONDITION.
 GP0570'
 GP0570'STATION MARK--STANDARD DISK, STAMPED ---ANTELOPE 1947---, SET IN
 GP0570'BEDROCK FLUSH WITH THE GROUND.
 GP0570
 GP0570                          STATION RECOVERY (1962)
 GP0570
 GP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0570'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0570'A NEW TO REACH FOLLOWS--
 GP0570'
 GP0570'FROM THE CORNER OF VISTA AVENUE AND SEVENTH STREET, PAGE, ARIZ.,
 GP0570'GO EAST ON VISTA AVENUE FOR 0.4 MILE TO A GRAVEL ROAD.  TURN
 GP0570'NORTH (LEFT) FOR 0.25 MILE TO A CROSS ROADS.  CONTINUE STRAIGHT
 GP0570'AHEAD FOR 0.25 MILE TO ANOTHER CROSS ROADS.  CONTINUE STRAIGHT
 GP0570'AHEAD FOR 0.1 MILE TO A WIDE BLADED BRIDLE PATH.  TAKE BRIDLE
 GP0570'PATH FOR 0.2 MILE TO TRACK ROAD RIGHT.  TURN NORTH (RIGHT) ON
 GP0570'TRACK ROAD FOR 0.1 TO A Y-FORKS.  TAKE LEFT FORK FOR 0.2 MILE
 GP0570'TO ANOTHER Y-FORKS.  TAKE LEFT FORK FOR 0.4 MILE AND STATION ON
 GP0570'LEFT.  THE STATION IS ON THE HIGHWAY POINT OF THE BLUFF
 GP0570'OVERLOOKING THE GLEN CANYON BRIDGE.
 GP0570
 GP0570                          STATION RECOVERY (1963)
 GP0570
 GP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0570'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GP0570'RECOVERED AND IN GOOD CONDITION.
 GP0570'
 GP0570'THE COMPLETE DESCRIPTION.
 GP0570'
 GP0570'THE STATION IS ABOUT 2 MILES NORTHWEST OF PAGE, 1 MILE EAST OF THE
 GP0570'GLEN CANYON DAM, ON THE SPUR OF THE RIDGE EXTENDING WESTWARD
 GP0570'OF THE MAIN RIDGE, WHICH EXTENDS NORTH AND SOUTH OF ANTELOPE
 GP0570'WASH.
 GP0570'
 GP0570'TO REACH FROM THE INTERSECTION OF SOUTH NAVAJO DRIVE AND VISTA
 GP0570'AVENUE IN THE NORTHWEST SECTION OF PAGE, GO NORTH ON VISTA
 GP0570'AVENUE FOR 0.35 MILE TO THE END OF THE PAVEMENT.  CONTINUE NORTH
 GP0570'AND WEST ON A DIRT ROAD FOR 0.05 MILE TO A REVERSE Y-FORK.  KEEP
 GP0570'LEFT AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 GP0570'A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25 MILE
 GP0570'TO A POINT WHERE THE GRAVELED ROAD CURVES TO THE RIGHT.
 GP0570'CONTINUE WEST ON A SAND ROAD AND BRIDLE PATH FOR 0.5 MILE TO
 GP0570'A Y-FORK ON THE SOUTH SIDE OF A HILL NEAR ITS SUMMIT.  KEEP
 GP0570'LEFT AND CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON
 GP0570'THE RIGHT.  CONTINUE WEST, DOWN HILL, FOR 0.3 MILE TO THE
 GP0570'STATION.
 GP0570'
 GP0570'THE STATION MARK, STAMPED ANTELOPE 1947, IS A STANDARD
 GP0570'DISK SET IN BEDROCK FLUSH WITH THE GROUND.  THE MARK IS IN THE
 GP0570'CENTER OF A TRIANGLE FORMED BY THREE METAL PIPES.  A DISTANCE OF
 GP0570'6 FEET FROM EACH PIPE.
 GP0570'
 GP0570'REFERENCE MARK 1, STAMPED ANTELOPE NO 1 1947, IS A STANDARD DISK
 GP0570'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 GP0570'39.5 FEET NORTHEAST OF THE EAST ONE OF THE THREE PIPES.
 GP0570'
 GP0570'REFERENCE MARK 2, STAMPED ANTELOPE NO 2 1947, IS A STANDARD
 GP0570'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 GP0570'24 FEET SOUTH OF THE SOUTH ONE OF THE THREE PIPES.
 GP0570'
 GP0570'THE AZIMUTH MARK, STAMPED ANTELOPE 1947, IS A STANDARD DISK SET
 GP0570'IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 58 FEET NOTH OF THE
 GP0570'CENTER OF THE SAND ROAD, 8 FEET NORTH OF THE SOUTH EDGE AND 4
 GP0570'FEET EAST OF THE WEST EDGE OF THE BOULDER.
 GP0570
 GP0570                          STATION RECOVERY (1971)
 GP0570
 GP0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 GP0570'RECOVERED AS DESCRIBED IN DATED JULY 1966.
 GP0570'
 GP0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 GP0570
 GP0570                          STATION RECOVERY (1983)
 GP0570
 GP0570'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 GP0570'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 GP0570'AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0570'
 GP0570'TO REACH THE STATION FROM THE INTERSECTION OF LAKE POWELL BLVD AND
 GP0570'VISTA AVENUE IN PAGE TRAVEL NORTHEAST ALONG VISTA AVENUE FOR 0.45 MILE
 GP0570'TO NAVAJO DRIVE.  TURN LEFT ALONG NAVAJO DRIVE FOR 0.35 MILE TO THE
 GP0570'END OF PAVEMENT, CONTINUE NORTH AND WEST FOR 1.0 MILE TO A BENCH THAT
 GP0570'OVERLOOKS THE LAKE AND DAM AND JUST WEST OF A LOW HILL.  THE STATION
 GP0570'IS ON THE NOSE OF THE BENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0313 ***********************************************************************
 GQ0313  DESIGNATION -  ANTELOPE
 GQ0313  PID         -  GQ0313
 GQ0313  STATE/COUNTY-  AZ/COCONINO
 GQ0313  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0313
 GQ0313                         *CURRENT SURVEY CONTROL
 GQ0313  ___________________________________________________________________
 GQ0313* NAD 83(1992)-  36 06 08.15943(N)    112 52 17.59663(W)     ADJUSTED  
 GQ0313* NAVD 88     -      1868.43   (+/-2cm)    6130.0    (feet)  VERTCON   
 GQ0313  ___________________________________________________________________
 GQ0313  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GQ0313  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 GQ0313
 GQ0313  HORZ ORDER  -  SECOND
 GQ0313  VERT ORDER  -  THIRD ? (See Below)
 GQ0313
 GQ0313.The horizontal coordinates were established by classical geodetic methods
 GQ0313.and adjusted by the National Geodetic Survey in August 1993..
 GQ0313
 GQ0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0313.The vertical order pertains to the NGVD 29 superseded value.
 GQ0313
 GQ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0313
 GQ0313.The geoid height was determined by GEOID03.
 GQ0313
 GQ0313;                    North         East     Units Scale Factor Converg.
 GQ0313;SPC AZ C     -   566,281.416   127,382.448   MT  0.99999105   -0 33 45.7
 GQ0313;SPC AZ C     - 1,857,878.66    417,921.42   iFT  0.99999105   -0 33 45.7
 GQ0313;UTM  12      - 3,996,913.008   331,530.044   MT  0.99994972   -1 06 10.9
 GQ0313
 GQ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0313!SPC AZ C     -   0.99971054  x   0.99999105  =   0.99970160
 GQ0313!UTM  12      -   0.99971054  x   0.99994972  =   0.99966028
 GQ0313
 GQ0313:                Primary Azimuth Mark                     Grid Az
 GQ0313:SPC AZ C     -  ANTELOPE AZ MK                           007 12 06.7
 GQ0313:UTM  12      -  ANTELOPE AZ MK                           007 44 31.9
 GQ0313
 GQ0313|---------------------------------------------------------------------|
 GQ0313| PID    Reference Object                     Distance      Geod. Az  |
 GQ0313|                                                           dddmmss.s |
 GQ0313| CH2202 ANTELOPE AZ MK                                     0063821.0 |
 GQ0313| GQ0307 TENDERFOOT                          APPROX.10.2 KM 0254102.3 |
 GQ0313| CH2203 ANTELOPE RM 1                        16.529 METERS 11415     |
 GQ0313| CH2204 ANTELOPE RM 2                         9.536 METERS 17824     |
 GQ0313| GQ0243 CAUFMAN                             APPROX.16.8 KM 2865101.3 |
 GQ0313|---------------------------------------------------------------------|
 GQ0313
 GQ0313                          SUPERSEDED SURVEY CONTROL
 GQ0313
 GQ0313  NAD 83(1986)-  36 06 08.15127(N)    112 52 17.59342(W) AD(       ) 2
 GQ0313  NAD 27      -  36 06 08.21600(N)    112 52 14.88700(W) AD(       ) 2
 GQ0313  NGVD 29 (05/08/89) 1867.51   (m)         6127.0    (f) LEVELING    3  
 GQ0313
 GQ0313.Superseded values are not recommended for survey control.
 GQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0313.See file dsdata.txt to determine how the superseded data were derived.
 GQ0313
 GQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3153096913(NAD 83)
 GQ0313_MARKER: DS = TRIANGULATION STATION DISK
 GQ0313_SETTING: 80 = SET IN A BOULDER
 GQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0313+STABILITY: SURFACE MOTION
 GQ0313
 GQ0313  HISTORY     - Date     Condition        Report By
 GQ0313  HISTORY     - 1934     MONUMENTED       USGS
 GQ0313  HISTORY     - 1936     GOOD             USGS
 GQ0313  HISTORY     - 1952     GOOD             CGS
 GQ0313  HISTORY     - 1972     GOOD             LAWPC
 GQ0313
 GQ0313                          STATION DESCRIPTION
 GQ0313
 GQ0313'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GQ0313'LOCATED ABOUT 3 MI E. OF NATIONAL CANYON.  ON TOP OF MOST
 GQ0313'NORTHERLY AND HIGHEST POINT ON SMALL, TIMBERED RIDGE.
 GQ0313'
 GQ0313'TO REACH FROM PINE SPRING RD., TAKE T-RD. 6.7 MI W. OF X-RD. JCT.
 GQ0313'WHERE RDS. LEAD NE. TO HILLTOP, SUPAI WAREHOUSE ON WEST SIDE OF
 GQ0313'CATARACT CANYON, SE. TO BLACK TANKS AND 57 MI S. TO SELIGMAN VIA
 GQ0313'ROSE WELL.  GO 7.2 MI N. TO RAVINE FORK.  FOLLOW RAVINE SW. TO ITS
 GQ0313'HEAD WHERE STATION CAN BE SEEN TO W.   TRUCK CAN BE DRIVEN TO
 GQ0313'STATION.
 GQ0313'
 GQ0313'STATION MARK--BRONZE TABLET STAMPED---ANTELOPE 1934---, CEMENTED IN
 GQ0313'ROCK.
 GQ0313'
 GQ0313'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 6-INCH BRANCHING
 GQ0313'JUNIPER TREE.
 GQ0313'
 GQ0313'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GQ0313
 GQ0313                          STATION RECOVERY (1936)
 GQ0313
 GQ0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 (JB)
 GQ0313'THE STATION IS LOCATED ABOUT 51 MILES NORTHEAST OF PEACH
 GQ0313'SPRINGS, 13 MILES NORTH OF THE ROSE WELL RANCH AND 0.5 MILE
 GQ0313'FROM THE HUALPAI INDIAN RESERVATION FENCE.  IT IS ON THE
 GQ0313'NORTH END AND HIGHEST POINT OF A LOW-TIMBERED RIDGE.
 GQ0313'
 GQ0313'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SELIGMAN,
 GQ0313'GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO A TEXACO SERVICE
 GQ0313'STATION AND SIGN HAVASPUI INDIAN VILLAGE 71 MILES.  HERE LEAVE
 GQ0313'THE HIGHWAY, TURN LEFT, AND GO NORTH ON BLADED ROAD 0.25 MILE
 GQ0313'TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH ON BLADED
 GQ0313'ROAD 3.1 MILES TO A CATTLE GUARD.  PASS OVER GUARD AND CONTINUE
 GQ0313'NORTH 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.25 MILE
 GQ0313'TO A FORK, TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK,
 GQ0313'TAKE THE RIGHT FORK AND GO 5.0 MILES TO A CATTLE GUARD, CROSS
 GQ0313'GUARD AND CONTINUE NORTH 2.9 MILES TO A CATTLE GUARD.  PASS
 GQ0313'OVER GUARD AND CONTINUE NORTH ON MAIN-TRAVELED ROAD 5.7
 GQ0313'MILES TO A CATTLE GUARD.  PASS OVER GUARD AND CONTINUE NORTH
 GQ0313'ALONG THE WEST SIDE OF FENCE 2.2 MILES TO A FORK.  TAKE THE
 GQ0313'LEFT FORK AND CONTINUE 1.5 MILES TO A FORK.  TAKE LEFT
 GQ0313'FORK AND CONTINUE NORTHERLY ON MAIN-TRAVELED ROAD 8.9
 GQ0313'MILES TO A STEEL GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 GQ0313'1.5 MILES TO A WOODEN GATE, PASS THROUGH GATE, ENTERING
 GQ0313'ROSE WELL RANCH YARD AND CONTINUE NORTH 0.2 MILE TO A STEEL
 GQ0313'GATE IN AN EAST-AND-WEST FENCE JUST A FEW YARDS NORTH OF THE
 GQ0313'ROSE WELL RANCH HOUSE, (NEAREST WATER TO STATION AT THIS
 GQ0313'RANCH).  PASS THROUGH GATE AND GO NORTH AND EAST 0.8 MILE
 GQ0313'KEEPING ALL RIGHT-HAND FORKS 0.8 MILE TO A FORK JUST AFTER
 GQ0313'CROSSING WASH.  TAKE THE LEFT FORK AND GO NORTHWEST UP
 GQ0313'HILL AND THEN NORTHEASTERLY 13.8 MILES TO A LARGE EARTH
 GQ0313'TANK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE NORTH ON THE
 GQ0313'MAIN-TRAVELED ROAD 7.7 MILES TO A CROSSROADS.
 GQ0313'CONTINUE STRAIGHT AHEAD, NORTH, 1.6 MILES TO A
 GQ0313'CROSSROADS, CONTINUE STRAIGHT AHEAD NORTH 0.8 MILE TO A
 GQ0313'CROSSROADS.  HERE TURN SHARP LEFT AND GO SOUTHWEST ON PLAIN
 GQ0313'TRACK ROAD 2.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 GQ0313'0.3 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE LEFT FORK
 GQ0313'0.2 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD 4.2 MILES
 GQ0313'TO T-ROAD (STEM NORTH).  HERE TURN RIGHT AND GO NORTH ON PLAIN
 GQ0313'TRACK ROAD 6.7 MILES TO TRIANGLE TRENCH ON THE LEFT SIDE OF
 GQ0313'THE ROAD.  HERE TURN LEFT AND GO IN A GENERAL WESTERLY
 GQ0313'DIRECTION 2.9 MILES TO NORTH END OF TIMBERED RIDGE AND STATION.
 GQ0313'THE LAST 2.9 MILES OF TRAVEL ARE ON A DIM ROAD.  ABOUT A
 GQ0313'4-1/2 HOUR DRIVE FROM SELIGMAN.
 GQ0313'
 GQ0313'THE STATION MARKS IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 GQ0313'STAMPED ANTELOPE 1934, WHICH IS FLUSH WITH THE GROUND.
 GQ0313'
 GQ0313'REFERENCE MARK NO. 1, STAMPED ANTELOPE U.S.G.S. 1936 IS FLUSH
 GQ0313'AND IS EAST-SOUTHEAST OF THE STATION,.  REFERENCE
 GQ0313'MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK,
 GQ0313'STAMPED NO. 2.  IT IS FLUSH AND IS SOUTH OF THE STATION.
 GQ0313'THE AZIMUTH MARK PROJECTS 8 INCHES AND IS NORTH OF THE
 GQ0313'STATION.  IT IS STAMPED ANTELOPE U.S.G.S. 1934-1936.  IT
 GQ0313'IS ON THE WEST SLOPE OF A LOW GRASSY RIDGE WHICH EXTENDS
 GQ0313'NORTHEAST AND THEN NORTH FROM THE STATION.
 GQ0313
 GQ0313                          STATION RECOVERY (1952)
 GQ0313
 GQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0313'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0313'AS ORIGINALLY DESCRIBED.
 GQ0313'
 GQ0313'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL BY TAKING
 GQ0313'RIGHT FORK TO THE NE ON GRADED AND GRAVELED ROAD FOR 17.4
 GQ0313'MILES TO A STOCK GUARD ON THE E LINE OF THE RESERVATION,
 GQ0313'CONTINUE AHEAD ON GRADED ROAD, BUT NOT GRAVELED, FOR 5.3 MILES TO
 GQ0313'A BLADED CROSSROAD, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE
 GQ0313'WIRE GATE, A TRIANGULAR BLAZE ON THE RIGHT GATEPOST.  CONTINUE
 GQ0313'AHEAD N FOR 2.0 MILES TO A LARGE EARTH RESERVOIR ON THE LEFT.
 GQ0313'STAY ON THE TRACK ROAD TO THE E AND NE FOR 3.2 MILES TO A
 GQ0313'REVERSE Y ROAD, KEEP TO THE LEFT ON THE DEEP CUT TRACK ROAD
 GQ0313'FOR ABOUT 0.7 MILE, AND THEN GO ACROSS COUNTRY TO THE W FOR
 GQ0313'3.0 MILES TO THE STATION.
 GQ0313
 GQ0313                          STATION RECOVERY (1972)
 GQ0313
 GQ0313'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GQ0313'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1899 ***********************************************************************
 CZ1899  DESIGNATION -  ANTELOPE
 CZ1899  PID         -  CZ1899
 CZ1899  STATE/COUNTY-  AZ/PINAL
 CZ1899  USGS QUAD   -  WINKELMAN (1972)
 CZ1899
 CZ1899                         *CURRENT SURVEY CONTROL
 CZ1899  ___________________________________________________________________
 CZ1899* NAD 83(1992)-  32 53 39.36757(N)    110 50 24.22279(W)     ADJUSTED  
 CZ1899* NAVD 88     -      1189.1    (meters)    3901.     (feet)  VERTCON   
 CZ1899  ___________________________________________________________________
 CZ1899  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CZ1899  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CZ1899
 CZ1899  HORZ ORDER  -  FIRST
 CZ1899
 CZ1899.The horizontal coordinates were established by classical geodetic methods
 CZ1899.and adjusted by the National Geodetic Survey in August 1993..
 CZ1899
 CZ1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1899
 CZ1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1899
 CZ1899.The geoid height was determined by GEOID03.
 CZ1899
 CZ1899;                    North         East     Units Scale Factor Converg.
 CZ1899;SPC AZ C     -   210,540.724   314,084.387   MT  1.00002506   +0 35 05.1
 CZ1899;SPC AZ C     -   690,750.41  1,030,460.59   iFT  1.00002506   +0 35 05.1
 CZ1899;UTM  12      - 3,639,577.008   514,958.555   MT  0.99960276   +0 05 12.7
 CZ1899
 CZ1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1899!SPC AZ C     -   0.99981779  x   1.00002506  =   0.99984284
 CZ1899!UTM  12      -   0.99981779  x   0.99960276  =   0.99942062
 CZ1899
 CZ1899:                Primary Azimuth Mark                     Grid Az
 CZ1899:SPC AZ C     -  ANTELOPE AZ MK                           205 43 07.3
 CZ1899:UTM  12      -  ANTELOPE AZ MK                           206 12 59.7
 CZ1899
 CZ1899|---------------------------------------------------------------------|
 CZ1899| PID    Reference Object                     Distance      Geod. Az  |
 CZ1899|                                                           dddmmss.s |
 CZ1899| CC5963 ANTELOPE AZ MK                                     2061812.4 |
 CZ1899| CC5964 ANTELOPE RM 1                         4.131 METERS 23922     |
 CZ1899| CC5965 ANTELOPE RM 2                         5.952 METERS 31342     |
 CZ1899|---------------------------------------------------------------------|
 CZ1899
 CZ1899                          SUPERSEDED SURVEY CONTROL
 CZ1899
 CZ1899  NAD 83(1986)-  32 53 39.36334(N)    110 50 24.22013(W) AD(       ) 1
 CZ1899  NAD 27      -  32 53 39.12200(N)    110 50 21.83200(W) AD(       ) 1
 CZ1899  NGVD 29 (07/19/86) 1188.4    (m)         3899.     (f) VERT ANG       
 CZ1899
 CZ1899.Superseded values are not recommended for survey control.
 CZ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1899.See file dsdata.txt to determine how the superseded data were derived.
 CZ1899
 CZ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1495939577(NAD 83)
 CZ1899_MARKER: DS = TRIANGULATION STATION DISK
 CZ1899_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1899
 CZ1899  HISTORY     - Date     Condition        Report By
 CZ1899  HISTORY     - 1947     MONUMENTED       CGS
 CZ1899  HISTORY     - 1967     GOOD             AMS
 CZ1899
 CZ1899                          STATION DESCRIPTION
 CZ1899
 CZ1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1899'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF WINKELMAN
 CZ1899'AND ABOUT 17 MILES NORTHWEST OF MAMMOTH, ON A PROMINENT
 CZ1899'BLACK ROCK PEAK ABOVE THE OLD ANTELOPE MINE.  THE STATION IS
 CZ1899'SET ON THE HIGHEST PART OF THE HILL, FLUSH, IN BEDROCK OUTCROP,
 CZ1899'AND IS STAMPED--ANTELOPE 1947.
 CZ1899'
 CZ1899'REFERENCE MARK NO. 1 IS SET IN BEDROCK OUTCROP ABOUT 0.5 FOOT
 CZ1899'LOWER THAN THE STATION.  IT IS IN THE CENTER OF THE RIDGE
 CZ1899'AND SET FLUSH WITH THE GROUND.  THE MARK IS STAMPED--ANTELOPE
 CZ1899'NO 1 1947.
 CZ1899'
 CZ1899'REFERENCE MARK NO. 2 IS SET IN BEDROCK OUTCROP ABOUT 3 FEET
 CZ1899'LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT 3 FEET
 CZ1899'AND IS STAMPED--ANTELOPE NO 2 1947.
 CZ1899'
 CZ1899'THE AZIMUTH MARK IS SET ON THE EAST END OF A RIDGE ABOUT 6
 CZ1899'FEET NORTH OF A CAIRN.  THE MARK IS SET FLUSH IN BEDROCK
 CZ1899'OUTCROP AND STAMPED--ANTELOPE 1947.
 CZ1899'
 CZ1899'TO REACH THE STATION FROM THE OWLHEAD SERVICE STATION WHICH
 CZ1899'IS ABOUT 36 MILES NORTH OF TUCSON ON ROUTE 80, GO 7.6 MILES
 CZ1899'TO BRADY WASH.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO ROAD
 CZ1899'RIGHT.  TURN RIGHT AND GO 8.4 MILES TO RANCH ON THE LEFT.
 CZ1899'TURN RIGHT AND CROSS RIVER AND GO 0.1 MILE TO A NATURAL
 CZ1899'GAS VENT.  CONTINUE STRAIGHT AHEAD 5.8 MILES TO A REVERSE
 CZ1899'Y.  CONTINUE STRAIGHT AHEAD TO THE RIGHT ON THE MAIN TRAVELED
 CZ1899'ROAD FOR 1.7 MILES TO A FORK.  TAKE LEFT FORK FOR 1.6 MILES
 CZ1899'TO A FORK.  TAKE RIGHT FORK FOR 0.9 MILE TO A FORK.  TAKE
 CZ1899'LEFT FORK STRAIGHT AHEAD FOR 4.1 MILES TO A FORK.  TAKE LEFT
 CZ1899'FORK LEAVING THE MAIN TRAVELED ROAD AND GO 0.8 MILE
 CZ1899'(AZIMUTH MARK IS 0.2 MILE EAST ALONG RIDGE FROM THIS POINT).
 CZ1899'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO RANCH GATE.
 CZ1899'PASS THROUGH GATE AND GO 0.1 MILE TO GATE IN FENCE ON
 CZ1899'RIGHT AND END OF TRUCK TRAVEL.  PACK EAST UP RIDGE TO
 CZ1899'HIGHEST POINT AND STATION SITE.  ABOUT A 30-MINUTE PACK.
 CZ1899
 CZ1899                          STATION RECOVERY (1967)
 CZ1899
 CZ1899'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1899'STATION IS LOCATED APPROXIMATELY 7.5 AIRMILES (SW) OF WINKELMAN,
 CZ1899'ARIZONA AND 17.0 AIRMILES (NW) OF MAMMOTH, ARIZONA.
 CZ1899'
 CZ1899'TO REACH FROM MAMMOTH P.O. GO (N) ON MAIN ST FOR 1.0 MI TO
 CZ1899'INTERSECTION OF STATE HWY 77, TURN RIGHT (NW) ON HWY 77 AND
 CZ1899'GO FOR 14.3 MI TO ACCESS ROAD ON LEFT (SW), TURN LEFT ON
 CZ1899'ACCESS ROAD AND GO FOR 0.1 MI TO INTERSECTION WITH OLD HWY 77,
 CZ1899'TURN RIGHT (NW) ON OLD HWY 77 AND GO FOR 0.1 MI TO FORK IN
 CZ1899'ROAD, TAKE LEFT FORK (W) FOR 0.5 MI TO CATTLE GUARD AND END
 CZ1899'OF PAVEMENT, CONTINUE ON SAME ROAD FOR 0.6 MI TO T INTERSECTION
 CZ1899'TURN RIGHT (NW) PASSING CATTLE GUARD AND GO FOR 0.2 MI TO
 CZ1899'CROSS INTERSECTION OF ROADS AND CACTUS HILL RANCH ROAD SIGN
 CZ1899'ON LEFT, TURN LEFT (SW) AS PER CACTUS HILL RANCH ROAD SIGN,
 CZ1899'CROSS R.R. TRACKS AND GO 3.6 MI TO GATE, CONTINUE ON ROAD
 CZ1899'FOR 1.3 MI TO CACTUS HILL RANCH ON RIGHT (N), PROCEED ON
 CZ1899'SAME ROAD FOR 2.0 MI TO INVERTED Y INTERSECTION AND
 CZ1899'FLYING U W RANCH SIGN, TURN RIGHT (W) AS PER FLYING U W
 CZ1899'RANCH SIGN AND GO FOR 0.9 MI TO POINT ON ROAD (W) OF THE
 CZ1899'AZ MK (FROM HERE DRIVE (E) FOR 0.2 MI TO AZ MK) CONTINUE ON
 CZ1899'ROAD FOR 0.5 MI TO RANCH SITE AND FORK IN ROAD, TAKE LEFT
 CZ1899'FORK (NW) AND GO FOR 0.4 MI TO OLD ANTELOPE MINE AND END
 CZ1899'OF ROAD.  LEAVE VEHICLE AND CONTINUE UP HILL IN A
 CZ1899'(NNE) DIRECTION TO TOP OF HILL AND STATION SITE.  PACK
 CZ1899'TIME WITH HEAVY LOAD IS 20 MINUTES.  THE STATION SITE IS ON THE
 CZ1899'HIGHEST POINT OF A E-W RIDGE LINE AMONG DARK ROCKS.
 CZ1899'
 CZ1899'THE STATION MARK IS A STANDARD USC AND GS DISK CEMENTED IN
 CZ1899'A ROCK BED OUTCROP PROJECTING 1.5 FT AND STAMPED ANTELOPE
 CZ1899'1947.
 CZ1899'
 CZ1899'REFERENCE MARK 1 IS A STANDARD USC AND GS R.M. DISK STAMPED
 CZ1899'ANTELOPE 1 1947.  FROM THE STATION IT IS (SW)  S
 CZ1899'45 DEG W AT A DISTANCE OF 4.139 M AND A DE OF -0.005 FT.
 CZ1899'
 CZ1899'REFERENCE MARK 2 IS A STANDARD USC AND GS R.M. DISK STAMPED
 CZ1899'ANTELOPE 2 1947.  FROM THE STATION IT IS (NW)  N 60
 CZ1899'DEG W AT A DISTANCE OF 5.956M AND A DE OF -2.741 FEET.
 CZ1899'
 CZ1899'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK
 CZ1899'STAMPED ANTELOPE 1947 AND IS APPROXIMATELY 0.4 MILE (SSW) OF
 CZ1899'THE STATION ON A RIDGE THAT RUNS PARALLEL TO THE ROAD USED
 CZ1899'TO APPROACH THE STATION AND IS IN A ROCK BED OUTCROP ABOUT
 CZ1899'6 FT (N) OF A CAIRN.
 CZ1899'
 CZ1899'CONDITION OF ALL MARKS IS EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1651 ***********************************************************************
 DB1651  DESIGNATION -  ANTELOPE
 DB1651  PID         -  DB1651
 DB1651  STATE/COUNTY-  AZ/YUMA
 DB1651  USGS QUAD   -  WELLTON MESA (1982)
 DB1651
 DB1651                         *CURRENT SURVEY CONTROL
 DB1651  ___________________________________________________________________
 DB1651* NAD 83(1992)-  32 42 14.42356(N)    114 00 56.67200(W)     ADJUSTED  
 DB1651* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 DB1651  ___________________________________________________________________
 DB1651  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DB1651  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DB1651
 DB1651  HORZ ORDER  -  THIRD
 DB1651
 DB1651.The horizontal coordinates were established by classical geodetic methods
 DB1651.and adjusted by the National Geodetic Survey in August 1993..
 DB1651
 DB1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1651
 DB1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1651
 DB1651.The geoid height was determined by GEOID03.
 DB1651
 DB1651;                    North         East     Units Scale Factor Converg.
 DB1651;SPC AZ W     -   188,966.126   188,444.567   MT  0.99994099   -0 08 36.9
 DB1651;SPC AZ W     -   619,967.60    618,256.45   iFT  0.99994099   -0 08 36.9
 DB1651;UTM  11      - 3,622,412.431   779,757.086   MT  1.00056517   +1 36 48.4
 DB1651;UTM  12      - 3,622,496.037   217,290.291   MT  1.00058565   -1 37 49.7
 DB1651
 DB1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1651!SPC AZ W     -   0.99996609  x   0.99994099  =   0.99990708
 DB1651!UTM  11      -   0.99996609  x   1.00056517  =   1.00053124
 DB1651!UTM  12      -   0.99996609  x   1.00058565  =   1.00055172
 DB1651
 DB1651                          SUPERSEDED SURVEY CONTROL
 DB1651
 DB1651  NAD 83(1986)-  32 42 14.42083(N)    114 00 56.67717(W) AD(       ) 3
 DB1651  NGVD 29 (04/26/91)  248.4    (m)          815.     (f) VERT ANG       
 DB1651
 DB1651.Superseded values are not recommended for survey control.
 DB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1651.See file dsdata.txt to determine how the superseded data were derived.
 DB1651
 DB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7975722412(NAD 83)
 DB1651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1651_SETTING: 66 = SET IN ROCK OUTCROP
 DB1651_SP_SET: SET IN BEDROCK
 DB1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1651+STABILITY: POSITION/ELEVATION WELL
 DB1651
 DB1651  HISTORY     - Date     Condition        Report By
 DB1651  HISTORY     - 1964     MONUMENTED       USGS
 DB1651  HISTORY     - 1964     GOOD             USGS
 DB1651
 DB1651                          STATION DESCRIPTION
 DB1651
 DB1651'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1651'RECOVERED IN GOOD CONDITION.
 DB1651'
 DB1651'REACHED BY HELICOPTER.
 DB1651'
 DB1651'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0418 ***********************************************************************
 GQ0418  DESIGNATION -  ANVIL
 GQ0418  PID         -  GQ0418
 GQ0418  STATE/COUNTY-  AZ/MOHAVE
 GQ0418  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0418
 GQ0418                         *CURRENT SURVEY CONTROL
 GQ0418  ___________________________________________________________________
 GQ0418* NAD 83(1992)-  36 56 49.62159(N)    113 48 18.77019(W)     ADJUSTED  
 GQ0418* NAVD 88     -       722.2    (meters)    2369.     (feet)  VERTCON   
 GQ0418  ___________________________________________________________________
 GQ0418  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 GQ0418  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 GQ0418
 GQ0418  HORZ ORDER  -  SECOND
 GQ0418
 GQ0418.The horizontal coordinates were established by classical geodetic methods
 GQ0418.and adjusted by the National Geodetic Survey in November 1997..
 GQ0418
 GQ0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0418
 GQ0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0418
 GQ0418.The geoid height was determined by GEOID03.
 GQ0418
 GQ0418;                    North         East     Units Scale Factor Converg.
 GQ0418;SPC AZ W     -   659,625.305   208,442.241   MT  0.99993363   -0 01 59.5
 GQ0418;SPC AZ W     - 2,164,125.02    683,865.62   iFT  0.99993363   -0 01 59.5
 GQ0418;SPC UT S     - 3,033,656.524   294,676.101   MT  1.00005714   -1 24 44.6
 GQ0418;UTM  12      - 4,092,683.246   250,202.415   MT  1.00036878   -1 41 13.3
 GQ0418
 GQ0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0418!SPC AZ W     -   0.99989061  x   0.99993363  =   0.99982425
 GQ0418!SPC UT S     -   0.99989061  x   1.00005714  =   0.99994775
 GQ0418!UTM  12      -   0.99989061  x   1.00036878  =   1.00025935
 GQ0418
 GQ0418|---------------------------------------------------------------------|
 GQ0418| PID    Reference Object                     Distance      Geod. Az  |
 GQ0418|                                                           dddmmss.s |
 GQ0418| CH2205 ANVIL RM 1                            4.996 METERS 05941     |
 GQ0418| GQ0175 C 359                                              0625025.5 |
 GQ0418| CH2206 ANVIL RM 2                            6.414 METERS 22359     |
 GQ0418|---------------------------------------------------------------------|
 GQ0418
 GQ0418                          SUPERSEDED SURVEY CONTROL
 GQ0418
 GQ0418  NAD 83(1992)-  36 56 49.62105(N)    113 48 18.77039(W) AD(       ) 2
 GQ0418  NAD 83(1986)-  36 56 49.61834(N)    113 48 18.76871(W) AD(       ) 2
 GQ0418  NAD 27      -  36 56 49.69050(N)    113 48 15.90580(W) AD(       ) 2
 GQ0418  NGVD 29 (07/19/86)  721.4    (m)         2367.     (f) VERT ANG       
 GQ0418
 GQ0418.Superseded values are not recommended for survey control.
 GQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0418.See file dsdata.txt to determine how the superseded data were derived.
 GQ0418
 GQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5020292683(NAD 83)
 GQ0418_MARKER: DE = TRAVERSE STATION DISK
 GQ0418_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0418
 GQ0418  HISTORY     - Date     Condition        Report By
 GQ0418  HISTORY     - 1962     MONUMENTED       CGS
 GQ0418
 GQ0418                          STATION DESCRIPTION
 GQ0418
 GQ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0418'STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF LITTLEFIELD,
 GQ0418'ABOUT 1/2 MILE NORTH OF THE VIRGIN RIVER, ABOUT 1/4 MILE SOUTHEAST
 GQ0418'OF A HIGH PINNACLE SANDSTONE FORMATION AND ON THE HIGHEST POINT
 GQ0418'OF A LOW NARROW BARE HILL THAT SLOPES TO THE SOUTHEAST TOWARD THE
 GQ0418'VIRGIN RIVER.
 GQ0418'
 GQ0418'TO REACH FROM THE BEAVER DAM LODGE, JUST NORTH OF LITTLEFIELD,
 GQ0418'ARIZONA, GO NORTH ON U.S. HIGHWAY 91 FOR 4.9 MILES TO A SIDE ROAD
 GQ0418'RIGHT, TURN RIGHT AND GO SOUTHERLY THEN SOUTHEASTERLY ON BLADED
 GQ0418'ROAD FOR 1.4 MILES TO A GATE, PASS THROUGH GATE AND FOLLOW BLADED
 GQ0418'ROAD 3.0 MILES EASTERLY TO ANOTHER GATE, PASS THROUGH GATE AND
 GQ0418'CONTINUE 0.6 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE
 GQ0418'EASTERLY 3.0 MILES TO A CORRAL AND END OF TRUCK TRAVEL.
 GQ0418'FROM HERE HORSE PACK SOUTH ON DIM TRAIL THAT GOES SOUTH
 GQ0418'DOWN CANYON FOR ABOUT 2 MILES (1 HOUR) TO THE VIRGIN RIVER,
 GQ0418'TURN RIGHT AND GO NORTHWEST ABOUT 0.05 MILE TO THE AZIMUTH MARK
 GQ0418'AS DESCRIBED, CONTINUE NORTHWEST THROUGH CUT AROUND TO
 GQ0418'THE NORTH SIDE OF SANDSTONE BLUFFS FOR ABOUT 0.4 MILE TO
 GQ0418'THE NORTH SIDE OF BLUFFS, FROM HERE GO SOUTHERLY AROUND
 GQ0418'EAST SIDE OF PINNACLE SANDSTONE FORMATION PICKING WAY
 GQ0418'THROUGH ROCKS FOR 0.25 MILE TO A FENCE, CROSS FENCE AND GO
 GQ0418'SOUTH FOR ABOUT 0.1 MILE THENCE RIGHT AND GO 0.05 MILE TO TOP
 GQ0418'OF HILL AND STATION.
 GQ0418'
 GQ0418'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ANVIL 1962, IS
 GQ0418'SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK FORMATION WHICH
 GQ0418'IS ABOUT 3 FEET LONG AND 1-1/2 FEET WIDE AND PROJECTS ABOUT
 GQ0418'8 INCHES.  THE MARK IS 55 FEET EAST OF A SADDLE ON HILL AND
 GQ0418'13 FEET SOUTHWEST OF CAIRN.
 GQ0418'
 GQ0418'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ANVIL
 GQ0418'NO 1 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 GQ0418'WHICH PROJECTS ABOUT 4 INCHES ON THE NORTH SIDE AND IS FLUSH WITH
 GQ0418'GROUND AROUND OTHER SIDES.  THE MARK IS ABOUT 1 FOOT LOWER
 GQ0418'IN ELEVATION THAN THE STATION, IS 71 FEET EAST OF SADDLE AND
 GQ0418'5 FEET EAST OF CAIRN.
 GQ0418'
 GQ0418'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED ANVIL
 GQ0418'NO 2 1962, IS SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH
 GQ0418'MEASURES 2 BY 2 FEET.  THE MARK IS THE SAME ELEVATION AS
 GQ0418'STATION, IS 35 FEET EAST OF SADDLE AND 32 FEET SOUTHWEST OF
 GQ0418'CAIRN.
 GQ0418'
 GQ0418'BENCH MARK C 359 (AZIMUTH MARK), IS SET IN TOP OF A TRIANGULAR
 GQ0418'SHAPED OUTCROPPING BEDROCK FORMATION WHICH MEASURES ABOUT 2-1/2
 GQ0418'FEET ACROSS AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE
 GQ0418'DISK IS STAMPED C 359 1960.  THE MARK IS ABOUT 400 FEET EAST
 GQ0418'OF A RED SANDSTONE BLUFF AND ABOUT 200 FEET NORTH OF THE VIRGIN
 GQ0418'RIVER.
 GQ0418'
 GQ0418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6801 ***********************************************************************
 AC6801  SACS        -  This is a Secondary Airport Control Station.
 AC6801  DESIGNATION -  AP STA A2 FLG
 AC6801  PID         -  AC6801
 AC6801  STATE/COUNTY-  AZ/COCONINO
 AC6801  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6801
 AC6801                         *CURRENT SURVEY CONTROL
 AC6801  ___________________________________________________________________
 AC6801* NAD 83(1992)-  35 07 52.19896(N)    111 40 40.82763(W)     ADJUSTED  
 AC6801* NAVD 88     -      2137.38   (meters)    7012.4    (feet)  GPS OBS   
 AC6801  ___________________________________________________________________
 AC6801  X           -  -1,929,618.406 (meters)                     COMP
 AC6801  Y           -  -4,854,339.815 (meters)                     COMP
 AC6801  Z           -   3,650,994.181 (meters)                     COMP
 AC6801  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AC6801  ELLIP HEIGHT-        2114.30  (meters)          (01/12/01) GPS OBS
 AC6801  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AC6801
 AC6801  HORZ ORDER  -  FIRST
 AC6801  ELLP ORDER  -  FOURTH    CLASS I
 AC6801
 AC6801.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6801
 AC6801.The horizontal coordinates were established by GPS observations
 AC6801.and adjusted by the National Geodetic Survey in March 1997..
 AC6801
 AC6801.The orthometric height was determined by GPS observations and a
 AC6801.high-resolution geoid model.
 AC6801
 AC6801.GPS derived orthometric heights for airport stations designated as
 AC6801.PACS or SACS are published to 2 decimal places.  This maintains
 AC6801.centimeter relative accuracy between the PACS and SACS.  It does
 AC6801.not indicate centimeter accuracy relative to other marks which are
 AC6801.part of the NAVD 88 network.
 AC6801
 AC6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6801
 AC6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6801
 AC6801.The ellipsoidal height was determined by GPS observations
 AC6801.and is referenced to NAD 83.
 AC6801
 AC6801.The geoid height was determined by GEOID03.
 AC6801
 AC6801;                    North         East     Units Scale Factor Converg.
 AC6801;SPC AZ C     -   458,150.659   235,109.765   MT  0.99990583   +0 08 14.4
 AC6801;SPC AZ C     - 1,503,118.96    771,357.50   iFT  0.99990583   +0 08 14.4
 AC6801;UTM  12      - 3,887,799.397   438,229.078   MT  0.99964702   -0 23 24.6
 AC6801
 AC6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6801!SPC AZ C     -   0.99966824  x   0.99990583  =   0.99957410
 AC6801!UTM  12      -   0.99966824  x   0.99964702  =   0.99931538
 AC6801
 AC6801:                Primary Azimuth Mark                     Grid Az
 AC6801:SPC AZ C     -  FLG A                                    044 07 36.4
 AC6801:UTM  12      -  FLG A                                    044 39 15.4
 AC6801
 AC6801|---------------------------------------------------------------------|
 AC6801| PID    Reference Object                     Distance      Geod. Az  |
 AC6801|                                                           dddmmss.s |
 AC6801| AC6800 FLG A                               431.408 METERS 0441550.8 |
 AC6801|---------------------------------------------------------------------|
 AC6801
 AC6801                          SUPERSEDED SURVEY CONTROL
 AC6801
 AC6801  ELLIP H (03/14/97) 2114.36   (m)                       GP(       ) 3 1
 AC6801
 AC6801.Superseded values are not recommended for survey control.
 AC6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6801.See file dsdata.txt to determine how the superseded data were derived.
 AC6801
 AC6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3822987799(NAD 83)
 AC6801_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6801_SETTING: 66 = SET IN ROCK OUTCROP
 AC6801_STAMPING: AP 1973 STA. A2. FLG.
 AC6801_MARK LOGO: CGS   
 AC6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6801+STABILITY: POSITION/ELEVATION WELL
 AC6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6801+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6801
 AC6801  HISTORY     - Date     Condition        Report By
 AC6801  HISTORY     - 1973     MONUMENTED       CGS
 AC6801  HISTORY     - 19940615 GOOD             NGS
 AC6801  HISTORY     - 19951210 GOOD             CHANCE
 AC6801  HISTORY     - 19970606 GOOD             NGS
 AC6801
 AC6801                          STATION DESCRIPTION
 AC6801
 AC6801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC6801'THIS STATION IS LOCATED IN THE SOUTH WESTERN SECTION OF THE PULLMAN
 AC6801'AIRPORT, NEAR RUNWAY END 3.  IT IS 218.4 FT (66.6 M) EAST OF THE SE
 AC6801'THRESHOLD LIGHT, 144.0 FT (43.9 M) SE OF THE SE EDGE OF THE RUNWAY,
 AC6801'135.8 FT (41.4 M) SE OF THE 1ST RUNWAY LIGHT AND ABOUT 125 FT (38.1 M)
 AC6801'NE OF THE SW END OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK SET IN
 AC6801'THE TOP OF A 12 INCH CONCRETE POST, PROJECTING ABOUT 2 INCHES, AND
 AC6801'STAMPED AP 1973 STA A2 FLG 19.5 FT (5.9 M) SOUTHWEST AND ON LINE WITH
 AC6801'THE FIRST SET OF RUNWAY LIGHTS.
 AC6801
 AC6801                          STATION RECOVERY (1995)
 AC6801
 AC6801'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6801'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6801'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6801'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6801'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6801'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6801'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6801'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) CROSSING OVER
 AC6801'INTERSTATE 17 TO THE JUNCTION WITH W SHAMRELL BOULEVARD.  BEAR LEFT
 AC6801'AND CONTINUE EASTERLY ON W SHAMRELL BOULEVARD TO THE AIRPORT
 AC6801'OPERATIONS BUILDING (BLDG 6619) AND ACCESS GATE. PROCEED THROUGH
 AC6801'ACCESS GATE AND CONTINUE EAST ACROSS APRON TO PARALLEL TAXIWAY.  TURN
 AC6801'RIGHT AT PARALLEL TAXIWAY AND GO SOUTHWEST ALONG TAXIWAY FOR 0.4 KM
 AC6801'(0.25 MI) TO THE JUNCTION WITH TAXIWAY G. TURN LEFT AND PROCEED
 AC6801'SOUTHEASTERLY ALONG TAXIWAY G CROSSING THE APPROACH END OF RUNWAY 3 TO
 AC6801'THE STATION ON THE LEFT THE STATION IS A STANDARD NOS SURVEY DISK SET
 AC6801'IN THE TOP OF A 30 CM CONCRETE POST PROJECTING 5 CM AVOVE GROUND
 AC6801'LEVEL.  THE STATION IS LOCATED 66.5 M (218.2 FT) EAST OF THE
 AC6801'SOUTHEASTERNMOST THRESHOLD LIGHT, 44.9 M (147.3 FT) SOUTHEAST OF THE
 AC6801'SOUTHEAST EDGE OF RUNWAY 3-21, 41.4 M (135.8 FT) SOUTHEAST OF THE
 AC6801'FIRST RUNWAY LIGHT NORTHEAST OF THE APPROACH END OF RUNWAY 3,
 AC6801'APPROXIMATELY 38.1 M (125.0 FT) NORTHEAST OF THE APPROACH END OF
 AC6801'RUNWAY 3, 5.9 M (19.4 FT) SOUTHWEST OF THE SOUTHEASTERLY EXTENSION
 AC6801'LINE THROUGHT THE FIRST SET OF RUNWAY LIGHTS NORTHEAST OF THE APPROACH
 AC6801'END OF RUNWAY 3, AND 0.9 M (3.0 FT) NORTHWEST OF A CARSONITE WITNESS
 AC6801'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6801'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6801
 AC6801                          STATION RECOVERY (1997)
 AC6801
 AC6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06 MAY 1997 (WCW) .
 AC6801'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 AC6801'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST OF FLAGSTAFF AT THE
 AC6801'FLAGSTAFF PULLIAM AIRPORT, ON THE EAST SIDE OF APPROACH 3.  OWNERSHIP
 AC6801'-- CITY OF FLAGSTAFF, 211 WEST ASPEN AVE, FLAGSTAFF AZ 86001, PHONE
 AC6801'520-774-5281.  AIRPORT MANAGER IS MICHAEL COVALT.  FOR ACCESS TO
 AC6801'STATION CONTACT AIRPORT OPERATIONS LEADPERSON KEN PATRICK, 6200 SOUTH
 AC6801'PULLIAM DR, FLAGSTAFF AZ 86001, PHONE 520-556-1422.  TO REACH THE
 AC6801'STATION FROM THE JUNCTION OF INTERSTATE 40 (EXIT 195) AND COMBINED
 AC6801'STATE HIGHWAY 89A AND INTERSTATE 17 (EXIT 340) , GO SOUTHERLY ON
 AC6801'INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337 AND JIM POWELL DRIVE AT
 AC6801'THE END OF THE EXIT RAMP.  NOTE THAT STATE HIGHWAY 89A CONTINUES WEST
 AC6801'THEN SOUTH.  FROM THE END OF THE EXIT RAMP TURN LEFT AND GO EAST FOR
 AC6801'0.15 MI (0.24 KM) CROSSING OVER INTERSTATE 17 TO W SHAMRELL BLVD ON
 AC6801'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE AIRPORT
 AC6801'BEACON ON LEFT AND THE AIRPORT OPERATIONS BUILDING (BLDG 6619) ON
 AC6801'RIGHT.  TURN RIGHT AND GO WESTERLY PASSING OPERATIONS ON RIGHT TO THE
 AC6801'SOUTH GATE ON LEFT.  PASS THROUGH THE GATE AND BEAR LEFT TO GO
 AC6801'SOUTHEAST CROSSING THE SOUTH RAMP (AKA ALPINE RAMP) TO THE PARALLEL
 AC6801'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) TO
 AC6801'CONNECTOR TAXIWAY G ON LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 AC6801'(0.10 MI) CROSSING APPROACH 3 TO THE STATION ON LEFT.  THE MARK IS A
 AC6801'CGS TOPOGRAPHIC STATION DISK IN A 30 CM (12 IN) ROUND CAST IN PLACE
 AC6801'CONCRETE POST.  HAND EXCAVATION SHOWED THE POST TO HAVE A CONICAL
 AC6801'SHAPE (POTENTIAL TIPPING DAMAGE) AND TO BEAR ON SANDSTONE BEDROCK.
 AC6801'THE STATION IS LOCATED 66.8 M (219.2 FT) SOUTHEAST FROM THE RUNWAY
 AC6801'CENTER, 43.9 M (144.0 FT) SOUTHEAST FROM THE SOUTHEAST RUNWAY EDGE,
 AC6801'50.6 M (166.0 FT) NORTHEAST FROM THE SOUTHEASTERLY EXTENDED END OF
 AC6801'PAVEMENT, 6.1 M (20.0 FT) SOUTHWEST FROM THE SOUTHEASTERLY EXTENSION
 AC6801'LINE THROUGH THE FIRST SET OF RUNWAY LIGHTS NORTHEAST OF APPROACH 3,
 AC6801'AND 0.9 M (3.0 FT) NORTHWEST FROM AN ORANGE FIBERGLASS NGS WITNESS
 AC6801'POST SHALLOWLY SET IN A DRILL HOLE IN THE SANDSTONE.  THE MARK IS
 AC6801'FLUSH WITH GRADE AND IS ABOUT LEVEL WITH THE RUNWAY CENTER. DESC
 AC6801'06JUN1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0302 ***********************************************************************
 GQ0302  DESIGNATION -  APACHE
 GQ0302  PID         -  GQ0302
 GQ0302  STATE/COUNTY-  AZ/COCONINO
 GQ0302  USGS QUAD   -  EXPLORERS MONUMENT (1988)
 GQ0302
 GQ0302                         *CURRENT SURVEY CONTROL
 GQ0302  ___________________________________________________________________
 GQ0302* NAD 83(1992)-  36 12 49.21005(N)    112 30 02.43105(W)     ADJUSTED  
 GQ0302* NAVD 88     -      1953.1    (meters)    6408.     (feet)  VERTCON   
 GQ0302  ___________________________________________________________________
 GQ0302  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GQ0302  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GQ0302
 GQ0302  HORZ ORDER  -  FIRST
 GQ0302
 GQ0302.The horizontal coordinates were established by classical geodetic methods
 GQ0302.and adjusted by the National Geodetic Survey in August 1993..
 GQ0302
 GQ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0302
 GQ0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0302
 GQ0302.The geoid height was determined by GEOID03.
 GQ0302
 GQ0302;                    North         East     Units Scale Factor Converg.
 GQ0302;SPC AZ C     -   578,377.598   160,851.013   MT  0.99993396   -0 20 42.1
 GQ0302;SPC AZ C     - 1,897,564.30    527,726.42   iFT  0.99993396   -0 20 42.1
 GQ0302;UTM  12      - 4,008,691.736   365,108.797   MT  0.99982419   -0 53 12.2
 GQ0302
 GQ0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0302!SPC AZ C     -   0.99969721  x   0.99993396  =   0.99963119
 GQ0302!UTM  12      -   0.99969721  x   0.99982419  =   0.99952146
 GQ0302
 GQ0302:                Primary Azimuth Mark                     Grid Az
 GQ0302:SPC AZ C     -  SIGNAL HILL                              110 43 41.8
 GQ0302:UTM  12      -  SIGNAL HILL                              111 16 11.9
 GQ0302
 GQ0302|---------------------------------------------------------------------|
 GQ0302| PID    Reference Object                     Distance      Geod. Az  |
 GQ0302|                                                           dddmmss.s |
 GQ0302| GQ0298 SIGNAL HILL                         APPROX.13.8 KM 1102259.7 |
 GQ0302| CH2210 APACHE RM 1                           7.480 METERS 11709     |
 GQ0302| CH2211 APACHE RM 2                           8.150 METERS 21141     |
 GQ0302|---------------------------------------------------------------------|
 GQ0302
 GQ0302                          SUPERSEDED SURVEY CONTROL
 GQ0302
 GQ0302  NAD 83(1986)-  36 12 49.20242(N)    112 30 02.42920(W) AD(       ) 1
 GQ0302  NAD 27      -  36 12 49.27300(N)    112 29 59.76800(W) AD(       ) 1
 GQ0302  NGVD 29 (05/08/89) 1952.2    (m)         6405.     (f) VERT ANG       
 GQ0302
 GQ0302.Superseded values are not recommended for survey control.
 GQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0302.See file dsdata.txt to determine how the superseded data were derived.
 GQ0302
 GQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6510908692(NAD 83)
 GQ0302_MARKER: DS = TRIANGULATION STATION DISK
 GQ0302_SETTING: 80 = SET IN A BOULDER
 GQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0302+STABILITY: SURFACE MOTION
 GQ0302
 GQ0302  HISTORY     - Date     Condition        Report By
 GQ0302  HISTORY     - 1903     MONUMENTED       USGS
 GQ0302  HISTORY     - 1934     GOOD             USGS
 GQ0302  HISTORY     - 1952     GOOD             CGS
 GQ0302  HISTORY     - 1956     GOOD             USGS
 GQ0302
 GQ0302                          STATION DESCRIPTION
 GQ0302
 GQ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0302'LOCATED ON NORTHERNMOST POINT OF APACHE HEADLAND.
 GQ0302'
 GQ0302'TO REACH FROM BASS-SUPAI WAGON RD., TAKE SADDLE HORSES TO
 GQ0302'STATION.
 GQ0302'
 GQ0302'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0302'IN LIMESTONE ROCK.
 GQ0302'
 GQ0302'RMS--NONE SET.
 GQ0302
 GQ0302                          STATION RECOVERY (1934)
 GQ0302
 GQ0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0302'STATION IS 8 PACES S OF THE EDGE OF THE CLIFF, AND ON THE
 GQ0302'NORTHERN END OF THE EASTERN OF TWO FLAT-TOP HILLS OF ABOUT
 GQ0302'THE SAME ELEVATION AND ABOUT 3/4 MILE APART, AND ABOUT 23 MILES
 GQ0302'WNW OF GRAND CANYON VILLAGE (DISTANCE AIR LINE).
 GQ0302'
 GQ0302'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GQ0302'OUTCROPPING BEDROCK.
 GQ0302'
 GQ0302'REACHED FROM GRAND CANYON VILLAGE AS FOLLOWS.  GO W ON THE
 GQ0302'HILLTOP ROAD 22.0 MILES TO THE JUNCTION OF THE HILLTOP,
 GQ0302'PASTURE WASH ROADS.  CONTINUE ON THE HILLTOP ROAD 7.9 MILES,
 GQ0302'THIS POINT IS 0.8 MILE AFTER THE DESCENT INTO THE CANYONS.  TURN
 GQ0302'RIGHT ON A DIM ROAD, GO 1.1 MILES TO TANK AND OLD HOUSE.  PASS
 GQ0302'TO THE S OF THE HOUSE, THENCE W ABOUT 200 YARDS TO THE CREST OF
 GQ0302'THE RIDGE.  FOLLOW THE OLD ROAD ALONG THE RIDGE IN A NORTHERLY
 GQ0302'DIRECTION UNTIL IT DESCENDS INTO THE CANYON THENCE DOWN THE
 GQ0302'CANYON ABOUT 1/4 MILE, ABOUT 1.0 MILE FROM THE OLD HOUSE.
 GQ0302'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL CROSS RIDGE TO
 GQ0302'NW INTO DRAW, THENCE UP THE DRAW TO A POINT ABOUT 1/4 PAST WHERE
 GQ0302'IT ENTERS THE TIMBER, THEN CROSS THE LOW RIDGE TO THE
 GQ0302'LEFT, AND GO NE TO THE STATION.  ONE-HOUR PACK.
 GQ0302
 GQ0302                          STATION RECOVERY (1952)
 GQ0302
 GQ0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0302'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0302'AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE TO
 GQ0302'REACH THE STATION.
 GQ0302
 GQ0302                          STATION RECOVERY (1956)
 GQ0302
 GQ0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1090 ***********************************************************************
 CY1090  DESIGNATION -  APACHE
 CY1090  PID         -  CY1090
 CY1090  STATE/COUNTY-  AZ/GREENLEE
 CY1090  USGS QUAD   -  YORK (1986)
 CY1090
 CY1090                         *CURRENT SURVEY CONTROL
 CY1090  ___________________________________________________________________
 CY1090* NAD 83(1992)-  32 53 03.71540(N)    109 12 07.58363(W)     ADJUSTED  
 CY1090* NAVD 88     -      1174.6    (meters)    3854.     (feet)  VERTCON   
 CY1090  ___________________________________________________________________
 CY1090  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CY1090  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY1090
 CY1090  HORZ ORDER  -  SECOND
 CY1090
 CY1090.The horizontal coordinates were established by classical geodetic methods
 CY1090.and adjusted by the National Geodetic Survey in August 1993..
 CY1090
 CY1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1090
 CY1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1090
 CY1090.The geoid height was determined by GEOID03.
 CY1090
 CY1090;                    North         East     Units Scale Factor Converg.
 CY1090;SPC AZ E     -   209,341.038   303,611.382   MT  1.00000040   +0 31 25.5
 CY1090;SPC AZ E     -   686,814.43    996,100.33   iFT  1.00000040   +0 31 25.5
 CY1090;UTM  12      - 3,639,900.756   668,181.874   MT  0.99994877   +0 58 35.0
 CY1090
 CY1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1090!SPC AZ E     -   0.99981968  x   1.00000040  =   0.99982008
 CY1090!UTM  12      -   0.99981968  x   0.99994877  =   0.99976846
 CY1090
 CY1090|---------------------------------------------------------------------|
 CY1090| PID    Reference Object                     Distance      Geod. Az  |
 CY1090|                                                           dddmmss.s |
 CY1090| CC5966 APACHE RM 1                          11.714 METERS 01806     |
 CY1090| CC5967 APACHE RM 2                           9.121 METERS 17333     |
 CY1090| CY1088 SIDE                                APPROX. 7.4 KM 3421536.3 |
 CY1090|---------------------------------------------------------------------|
 CY1090
 CY1090                          SUPERSEDED SURVEY CONTROL
 CY1090
 CY1090  NAD 83(1986)-  32 53 03.71141(N)    109 12 07.58018(W) AD(       ) 2
 CY1090  NAD 27      -  32 53 03.47112(N)    109 12 05.34176(W) AD(       ) 2
 CY1090  NGVD 29 (07/19/86) 1173.9    (m)         3851.     (f) VERT ANG       
 CY1090
 CY1090.Superseded values are not recommended for survey control.
 CY1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1090.See file dsdata.txt to determine how the superseded data were derived.
 CY1090
 CY1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6818239901(NAD 83)
 CY1090_MARKER: DS = TRIANGULATION STATION DISK
 CY1090_SETTING: 66 = SET IN ROCK OUTCROP
 CY1090_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1090+STABILITY: POSITION/ELEVATION WELL
 CY1090
 CY1090  HISTORY     - Date     Condition        Report By
 CY1090  HISTORY     - 1976     MONUMENTED       AZDT
 CY1090  HISTORY     - 1983     GOOD             AZDT
 CY1090
 CY1090                          STATION DESCRIPTION
 CY1090
 CY1090'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1090'STATION IS ABOUT 31 MILES EAST OF SAFFORD, 13 MILES EAST SOUTHEAST
 CY1090'OF CLIFTON AND 0.25 MILE EAST OF STATE HWY. 75 ON A ROCKY OUTCROP.
 CY1090'
 CY1090'STATION IS AN ADOT HWY. DIVISION DISK STAMPED APACHE 1976 AND IS
 CY1090'EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP AND MARKED WITH A
 CY1090'WITNESS POST AND SIGN SET IN A ROCK CAIRN 5 FEET TO WEST.
 CY1090'
 CY1090'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED APACHE
 CY1090'RM 1 1976 AND IS EPOXIED ON A BEDROCK BOULDER ABOUT 3 FEET LOWER
 CY1090'THAN STATION.
 CY1090'
 CY1090'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED APACHE
 CY1090'RM 2 1976 AND IS EPOXIED TO A BEDROCK BOULDER ABOUT 4 FEET LOWER
 CY1090'THAN STATION.
 CY1090'
 CY1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND STATE
 CY1090'HWY. 75 IN DUNCAN, GO NORTH ON STATE ROUTE 75 TO MILE POST
 CY1090'393.14.  TURN LEFT ON ROAD THAT LEADS TO A DUMP AND GO 150 FEET
 CY1090'AND THEN TURN LEFT FOR 0.05 MILE TO A CATTLE GUARD AND ROAD FORKS,
 CY1090'TAKE RIGHT FORK AND GO 0.08 MILE TO ANOTHER ROAD FORK, TAKE RIGHT
 CY1090'FORK AND GO 0.17 MILE TO A PIPE LINE ROAD UNDER A POWER LINE.
 CY1090'TURN LEFT ON PIPELINE ROAD AND GO 0.07 MILE TO HIGHEST POINT ON
 CY1090'ROAD AND END OF TRUCK TRAVEL.  PACK UP HILL EASTERLY TO SECOND
 CY1090'ROCKY OUTCROP AND THE STATION.  A 10 MINUTE PACK.
 CY1090'
 CY1090'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1090
 CY1090                          STATION RECOVERY (1983)
 CY1090
 CY1090'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1090'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0477 ***********************************************************************
 ER0477  DESIGNATION -  APACHE
 ER0477  PID         -  ER0477
 ER0477  STATE/COUNTY-  AZ/APACHE
 ER0477  USGS QUAD   -  COYOTE HILLS (1969)
 ER0477
 ER0477                         *CURRENT SURVEY CONTROL
 ER0477  ___________________________________________________________________
 ER0477* NAD 83(1992)-  34 07 54.49194(N)    109 13 05.81995(W)     ADJUSTED  
 ER0477* NAVD 88     -      2303.7    (meters)    7558.     (feet)  VERTCON   
 ER0477  ___________________________________________________________________
 ER0477  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 ER0477  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0477
 ER0477  HORZ ORDER  -  SECOND
 ER0477
 ER0477.The horizontal coordinates were established by classical geodetic methods
 ER0477.and adjusted by the National Geodetic Survey in August 1993..
 ER0477
 ER0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0477
 ER0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0477
 ER0477.The geoid height was determined by GEOID03.
 ER0477
 ER0477;                    North         East     Units Scale Factor Converg.
 ER0477;SPC AZ E     -   347,678.712   300,833.382   MT  0.99999429   +0 31 55.8
 ER0477;SPC AZ E     - 1,140,678.19    986,986.16   iFT  0.99999429   +0 31 55.8
 ER0477;UTM  12      - 3,778,203.825   664,292.998   MT  0.99993274   +0 59 59.8
 ER0477
 ER0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0477!SPC AZ E     -   0.99964202  x   0.99999429  =   0.99963631
 ER0477!UTM  12      -   0.99964202  x   0.99993274  =   0.99957478
 ER0477
 ER0477|---------------------------------------------------------------------|
 ER0477| PID    Reference Object                     Distance      Geod. Az  |
 ER0477|                                                           dddmmss.s |
 ER0477| CD1520 APACHE RM 1                           7.510 METERS 11645     |
 ER0477| CD1521 APACHE RM 2                           7.922 METERS 19341     |
 ER0477| ER0474 PICNIC                              APPROX. 3.7 KM 1981653.4 |
 ER0477|---------------------------------------------------------------------|
 ER0477
 ER0477                          SUPERSEDED SURVEY CONTROL
 ER0477
 ER0477  NAD 83(1986)-  34 07 54.49083(N)    109 13 05.82617(W) AD(       ) 2
 ER0477  NAD 27      -  34 07 54.32283(N)    109 13 03.52230(W) AD(       ) 2
 ER0477  NGVD 29 (07/19/86) 2302.7    (m)         7555.     (f) VERT ANG       
 ER0477
 ER0477.Superseded values are not recommended for survey control.
 ER0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0477.See file dsdata.txt to determine how the superseded data were derived.
 ER0477
 ER0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6429378204(NAD 83)
 ER0477_MARKER: DD = SURVEY DISK
 ER0477_SETTING: 66 = SET IN ROCK OUTCROP
 ER0477_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0477+STABILITY: POSITION/ELEVATION WELL
 ER0477
 ER0477  HISTORY     - Date     Condition        Report By
 ER0477  HISTORY     - 1978     MONUMENTED       AZDT
 ER0477
 ER0477                          STATION DESCRIPTION
 ER0477
 ER0477'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0477'THE STATION IS LOCATED ABOUT 4 MILES EAST OF SPRINGERVILLE ON A NOSE
 ER0477'OF A PROMINENT MESA 1.5 MILE SOUTH OF U.S. HWY. 60.
 ER0477'
 ER0477'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE 1978---AND
 ER0477'IS EPOXIED IN A DRILL HOLE IN BEDROCK, MARKED WITH A WITNESS POST AND
 ER0477'SIGN 4.5 FEET TO SOUTHWEST.
 ER0477'
 ER0477'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE RM 1
 ER0477'---AND IS EPOXIED TO BEDROCK.
 ER0477'
 ER0477'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE RM 2
 ER0477'---AND IS EPOXIED TO BEDROCK.
 ER0477'
 ER0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180 AND 666,
 ER0477'0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 FOR 4.2
 ER0477'MILES TO TOP OF A MESA AND MILE POST 404.96, TURN LEFT PASSING THROUGH
 ER0477'R/W FENCE AND MAKE A HARD RIGHT TURN AND GO 0.5 MILES TO A TRACK ROAD,
 ER0477'TURN LEFT AND GO 0.26 MILE TO A FORK, TAKE LEFT FORK FOR 0.22 MILE TO
 ER0477'ANOTHER FORK, TAKE LEFT FORK AND GO 1.32 MILES TO FORK, TAKE LEFT FORK
 ER0477'FOR 0.18 MILE TO ANOTHER FORK AND CONTINUE FOR 0.51 MILE TO A GATE IN
 ER0477'APACHE NATIONAL FOREST, GO THROUGH GATE FOR 0.4 MILE ON DIM TRACK ROAD
 ER0477'TO END OF TRUCK TRAVEL.  AT THIS POINT, MESA NARROWS.  STATION IS
 ER0477'ABOUT 500 FEET NORTH ON NOSE OF MESA.  ABOUT A 3 MINUTE PACK.
 ER0477'
 ER0477'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1062 ***********************************************************************
 ES1062  DESIGNATION -  APACHE
 ES1062  PID         -  ES1062
 ES1062  STATE/COUNTY-  AZ/NAVAJO
 ES1062  USGS QUAD   -  APACHE BUTTE (1986)
 ES1062
 ES1062                         *CURRENT SURVEY CONTROL
 ES1062  ___________________________________________________________________
 ES1062* NAD 83(1992)-  34 55 40.74112(N)    110 26 43.64504(W)     ADJUSTED  
 ES1062* NAVD 88     -      1581.8    (meters)    5190.     (feet)  VERTCON   
 ES1062  ___________________________________________________________________
 ES1062  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ES1062  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES1062
 ES1062  HORZ ORDER  -  FIRST
 ES1062
 ES1062.The horizontal coordinates were established by classical geodetic methods
 ES1062.and adjusted by the National Geodetic Survey in August 1993..
 ES1062
 ES1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1062
 ES1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1062
 ES1062.The geoid height was determined by GEOID03.
 ES1062
 ES1062;                    North         East     Units Scale Factor Converg.
 ES1062;SPC AZ E     -   435,621.006   187,889.979   MT  0.99990799   -0 09 34.6
 ES1062;SPC AZ E     - 1,429,202.78    616,436.94   iFT  0.99990799   -0 09 34.6
 ES1062;UTM  12      - 3,865,197.105   550,647.540   MT  0.99963161   +0 19 03.0
 ES1062
 ES1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1062!SPC AZ E     -   0.99975558  x   0.99990799  =   0.99966359
 ES1062!UTM  12      -   0.99975558  x   0.99963161  =   0.99938728
 ES1062
 ES1062:                Primary Azimuth Mark                     Grid Az
 ES1062:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 48             039 36 16.2
 ES1062:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 48             039 07 38.6
 ES1062
 ES1062|---------------------------------------------------------------------|
 ES1062| PID    Reference Object                     Distance      Geod. Az  |
 ES1062|                                                           dddmmss.s |
 ES1062| FQ0733 LOS ANGELES ALBUQ AWY BCN 48        APPROX.14.0 KM 0392641.6 |
 ES1062| CD1513 APACHE RM 1                          45.686 METERS 18405     |
 ES1062| CD1512 APACHE AZ MK                                       2173906.3 |
 ES1062| CD1514 APACHE RM 2                          39.454 METERS 24953     |
 ES1062| FQ0744 WINSLOW AIRPORT BEACON              APPROX.26.8 KM 2925855.9 |
 ES1062| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.24.8 KM 2940047.8 |
 ES1062| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.17.7 KM 3081124.0 |
 ES1062|---------------------------------------------------------------------|
 ES1062
 ES1062                          SUPERSEDED SURVEY CONTROL
 ES1062
 ES1062  NAD 83(1986)-  34 55 40.73534(N)    110 26 43.64756(W) AD(       ) 1
 ES1062  NAD 27      -  34 55 40.64400(N)    110 26 41.19200(W) AD(       ) 1
 ES1062  NGVD 29 (07/19/86) 1581.0    (m)         5187.     (f) VERT ANG       
 ES1062
 ES1062.Superseded values are not recommended for survey control.
 ES1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1062.See file dsdata.txt to determine how the superseded data were derived.
 ES1062
 ES1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5064865197(NAD 83)
 ES1062_MARKER: DS = TRIANGULATION STATION DISK
 ES1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1062
 ES1062  HISTORY     - Date     Condition        Report By
 ES1062  HISTORY     - 1936     MONUMENTED       CGS
 ES1062  HISTORY     - 1953     GOOD             CGS
 ES1062  HISTORY     - 1959     GOOD             CGS
 ES1062  HISTORY     - 1959     GOOD             CGS
 ES1062
 ES1062                          STATION DESCRIPTION
 ES1062
 ES1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1062'STATION IS 7 MILES AIRLINE WEST OF JOSEPH CITY, ABOUT 2-1/2
 ES1062'MILES SOUTHWEST OF MANILA SIDING ON THE ATCHISON, TOPEKA AND
 ES1062'SANTA FE RAILWAY, 2 MILES SOUTH OF U.S. HIGHWAY 66, 1-1/2
 ES1062'MILES SOUTH OF THE LITTLE COLORADO RIVER, AND ON THE MIDDLE OF
 ES1062'THE NORTH SIDE OF THE MAIN PART OF APACHE BUTTE, WHICH IS A
 ES1062'LOW FLAT BARREN SANDSTONE BUTTE, WITH DIRT AND GRAVEL TOP,
 ES1062'WHICH DROPS ABRUPTLY ON ALL SIDES WITH A LESSER DROP ON THE
 ES1062'SOUTHWEST WHERE IT CONNECTS WITH THE MESA.  THE STATION MARK
 ES1062'IS ON THE HIGHEST POINT.
 ES1062'
 ES1062'THE REFERENCE MARKS ARE SET IN BEDROCK ON THE SIDES OF THE
 ES1062'MESA AND LOWER THAN THE STATION.
 ES1062'
 ES1062'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION
 ES1062'ALONG THE TOP OF A MESA, ABOUT 40 YARDS NORTHEAST OF A LONE ROCK
 ES1062'ABOUT 10 FEET HIGH, AND SET IN BEDROCK FLUSH WITH THE GROUND.
 ES1062'
 ES1062'TO REACH FROM JOSEPH CITY GO SOUTH ON GRADED ROAD FROM RICHARDS
 ES1062'GROCERY ON U.S. HIGHWAY 66, AT 1.1 MILES CROSS RAILROAD TRACK
 ES1062'NEAR DEPOT AND CONTINUE SOUTH, AT 3.6 MILES LONE SOUTHEAST
 ES1062'FENCE CORNER ON RIGHT.  LEAVE GRADED ROAD, TURN 1/2 RIGHT AND GO
 ES1062'SOUTHWEST ON TRACK ROAD, AT 4.9 MILES CROSS ROAD ON SMALL
 ES1062'RISE, TURN RIGHT AND GO WEST ON PLAIN ROAD SOUTH OF FENCE LINE,
 ES1062'PASSING THROUGH WIRE GATE AT 6.0 MILES.  AT 8.2 MILES PASS LONE
 ES1062'SOUTHWEST FENCE CORNER AND BEAR RIGHT OR WEST-NORTHWEST
 ES1062'FOLLOWING MAIN-TRAVELED ROAD DIRECTLY TOWARD APACHE BUTTE,
 ES1062'THEN WESTERLY AGAIN.  AT 11.4 MILES ROAD PASSES UNDER
 ES1062'TELEPHONE LINE, AT 11.8 MILES ROAD BEARS LEFT IN BARE SPOT OF
 ES1062'GROUND.  LEAVE ROAD, TURN BACK RIGHT AND GO NORTH ACROSS
 ES1062'COUNTRY.  AT 12.3 MILES 4-STAND WIRE FENCE, TAKE DOWN AND
 ES1062'CROSS AND CONTINUE NORTH ACROSS COUNTRY PASSING TO WEST OF TOP
 ES1062'OF RIDGE TO AVOID DEEP SAND, AT 13.9 MILES END OF TRUCK
 ES1062'TRAVEL ON BUTTE 100 YARDS WEST OF STATION.
 ES1062'
 ES1062'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1062'DESCRIBED.
 ES1062
 ES1062                          STATION RECOVERY (1953)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 ES1062'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 ES1062'REFERENCE MARK 2 WAS NOT RECOVERED, BUT COULD VERY POSSIBLY
 ES1062'STILL BE IN PLACE.  THE NECESSARY EQUIPMENT WAS NOT AVAILABLE
 ES1062'FOR A THOROUGH SEARCH.  ALL OTHER PHASES OF THE ORIGINAL
 ES1062'DESCRIPTION ARE ADEQUATE AND CORRECT.  THE STATION WAS NOT
 ES1062'OCCUPIED AT THIS VISIT.
 ES1062
 ES1062                          STATION RECOVERY (1959)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1062'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ES1062'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN VERY
 ES1062'GOOD CONDITION.
 ES1062'
 ES1062'A NEW ROUTE TO THE STATION FOLLOWS.
 ES1062'
 ES1062'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE POST
 ES1062'OFFICE IN JOSEPH CITY GO SOUTH AND EAST ON THE GRADED ROAD
 ES1062'FOR 1.0 MILE TO THE DEPOT FOR JOSEPH CITY.  CROSS THE RAILROAD
 ES1062'TRACKS AND CONTINUE SOUTH ON THE GRADED ROAD FOR 3.3 MILES TO
 ES1062'A CROSSROAD, TURN RIGHT AND FOLLOW THE GRADED ROAD WESTWARD
 ES1062'FOR 6.5 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD THEN TURN
 ES1062'RIGHT FLLOWING THE TRACK ROAD NORTH FOR 0.3 MILE TO AN EARTH
 ES1062'TANK AND THE END OF TRUCK TRAVEL FOR A 2-WHEEL DEIVE VEHICLE.
 ES1062'WITH A 4-WHEEL DRIVE VEHICLE PASS TO THE RIGHT OF THE EARTH
 ES1062'TANK AND FOLLOW THE TRACK ROAD NORTHWEST FOR 1.7 MILES TO THE
 ES1062'BASE OF APACHE BUTTE.  FROM HERE PACK NORTHEAST FOR ABOUT FIVE
 ES1062'MINUTES TO SUMMIT AND STATION.
 ES1062
 ES1062                          STATION RECOVERY (1959)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ES1062'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 ES1062'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 ES1062'NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 ES1062'
 ES1062'ROADS HAVE CHANGED MAKING THE ORIGINAL TO REACH OBSOLETE.  A
 ES1062'NEW AND COMPLETE TO RECH FOLLOWS.
 ES1062'
 ES1062'TO REACH THE STATION FROM THE JUNCTION, JUST EAST OF THE POST
 ES1062'OFFICE IN JOSEPH CITY, GO SOUTH AND SOUTHEAST ON THE GRAVELED
 ES1062'ROAD FOR 1.1 MILES TO A RAILROAD CROSSING, CROSS TRACKS AND
 ES1062'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.2 MILE TO A BRIDGE
 ES1062'OVER THE COLORADO RIVER.  CONTINUE SOUTH ON THE BLADED ROAD
 ES1062'FOR 3.2 MILES TO A CROSSROAD, TURN RIGHT, WEST, AND GO 7.2
 ES1062'MILES PARALELING A TELEPHONE LINE TO A POINT WHERE THE ROAD
 ES1062'PASSES UNDER THE TELEPHONE LINE.  CONTINUE WEST ON THE MAIN
 ES1062'TRAVELED ROAD FOR 0.15 MILE TO A DIM TRACK ROAD RIGHT.
 ES1062'FOLLOW THE TRACK ROAD AND PARALEL THE TELEPHONE LINE FOR 0.5
 ES1062'MILE.  HERE LEAVE THE TELEPHONE LINE AND GO NORTH FOR 0.25
 ES1062'MILE TO A FENCE.  TAKE DOWN THE FENCE AND CONTINUE NORTH
 ES1062'ON A VERY DIM TRACK FOR 1.5 TO THE BASE OF A BUTTE AND THE
 ES1062'END OF TRUCK TRAVEL.  PACK NORTHEASTERLY TO THE SUMMIT
 ES1062'OF APACHE BUTTE AND THE STATION.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0841 ***********************************************************************
 ES0841  DESIGNATION -  APACHE
 ES0841  PID         -  ES0841
 ES0841  STATE/COUNTY-  AZ/GILA
 ES0841  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0841
 ES0841                         *CURRENT SURVEY CONTROL
 ES0841  ___________________________________________________________________
 ES0841* NAD 83(1992)-  34 13 06.81163(N)    111 19 57.42149(W)     ADJUSTED  
 ES0841* NAVD 88     -      1534.28   (+/-2cm)    5033.7    (feet)  VERTCON   
 ES0841  ___________________________________________________________________
 ES0841  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 ES0841  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 ES0841
 ES0841  HORZ ORDER  -  SECOND
 ES0841  VERT ORDER  -  THIRD ? (See Below)
 ES0841
 ES0841.The horizontal coordinates were established by classical geodetic methods
 ES0841.and adjusted by the National Geodetic Survey in August 1993..
 ES0841
 ES0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0841.The vertical order pertains to the NGVD 29 superseded value.
 ES0841
 ES0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0841
 ES0841.The geoid height was determined by GEOID03.
 ES0841
 ES0841;                    North         East     Units Scale Factor Converg.
 ES0841;SPC AZ E     -   357,509.675   105,928.572   MT  1.00004222   -0 39 20.7
 ES0841;SPC AZ E     - 1,172,932.00    347,534.69   iFT  1.00004222   -0 39 20.7
 ES0841;UTM  12      - 3,786,439.784   469,362.361   MT  0.99961157   -0 11 13.4
 ES0841
 ES0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0841!SPC AZ E     -   0.99976323  x   1.00004222  =   0.99980544
 ES0841!UTM  12      -   0.99976323  x   0.99961157  =   0.99937490
 ES0841
 ES0841|---------------------------------------------------------------------|
 ES0841| PID    Reference Object                     Distance      Geod. Az  |
 ES0841|                                                           dddmmss.s |
 ES0841| DZ1276 APACHE RM 1                           9.279 METERS 00835     |
 ES0841| DZ1277 APACHE RM 2                          10.178 METERS 16628     |
 ES0841| ES0840 AIRPORT                             APPROX. 4.3 KM 3450347.2 |
 ES0841|---------------------------------------------------------------------|
 ES0841
 ES0841                          SUPERSEDED SURVEY CONTROL
 ES0841
 ES0841  NAD 83(1986)-  34 13 06.80346(N)    111 19 57.42498(W) AD(       ) 2
 ES0841  NGVD 29 (07/10/87) 1533.55   (m)         5031.3    (f) LEVELING    3  
 ES0841
 ES0841.Superseded values are not recommended for survey control.
 ES0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0841.See file dsdata.txt to determine how the superseded data were derived.
 ES0841
 ES0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6936286440(NAD 83)
 ES0841_MARKER: DS = TRIANGULATION STATION DISK
 ES0841_SETTING: 66 = SET IN ROCK OUTCROP
 ES0841_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0841+STABILITY: POSITION/ELEVATION WELL
 ES0841
 ES0841  HISTORY     - Date     Condition        Report By
 ES0841  HISTORY     - 1981     MONUMENTED       AZDT
 ES0841
 ES0841                          STATION DESCRIPTION
 ES0841
 ES0841'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0841'THE STATION IS LOCATED 0.7 MILE SOUTH OF PAYSON ALONG THE WEST SIDE OF
 ES0841'ARIZONA HIGHWAY 87 ON A PROMINENT ROCK OUTCROP.
 ES0841'
 ES0841'THE STATION MARK IS AN AZDT DISK STAMPED---APACHE 1981---SET IN A
 ES0841'DRILL HOLE IN A ROCK OUTCROP 107 FEET WEST OF THE CENTERLINE OF THE
 ES0841'SOUTH BOUND LANE OF STATE ROUTE 87 AND 5 FEET WEST OF A CAIRN.
 ES0841'
 ES0841'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---APACHE RM 1 1981---SET
 ES0841'IN BEDROCK.
 ES0841'
 ES0841'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---APACHE RM 2 1981---SET
 ES0841'IN BEDROCK.
 ES0841'
 ES0841'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL SOUTH ON
 ES0841'SOUTH MCLAND ROAD FOR 0.6 MILE TO A TRAFFIC LIGHT AT STATE ROUTE 87.
 ES0841'TURN RIGHT ALONG THE HIGHWAY FOR 0.25 MILE TO A PULL OUT AND THE
 ES0841'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1883 ***********************************************************************
 DU1883  DESIGNATION -  APACHE
 DU1883  PID         -  DU1883
 DU1883  STATE/COUNTY-  AZ/PINAL
 DU1883  USGS QUAD   -  SUPERIOR (1981)
 DU1883
 DU1883                         *CURRENT SURVEY CONTROL
 DU1883  ___________________________________________________________________
 DU1883* NAD 83(1992)-  33 15 46.19244(N)    111 03 42.78563(W)     ADJUSTED  
 DU1883* NAVD 88     -      1486.6    (meters)    4877.     (feet)  VERTCON   
 DU1883  ___________________________________________________________________
 DU1883  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 DU1883  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DU1883
 DU1883  HORZ ORDER  -  THIRD
 DU1883
 DU1883.The horizontal coordinates were established by classical geodetic methods
 DU1883.and adjusted by the National Geodetic Survey in August 1993..
 DU1883
 DU1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1883
 DU1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1883
 DU1883.The geoid height was determined by GEOID03.
 DU1883
 DU1883;                    North         East     Units Scale Factor Converg.
 DU1883;SPC AZ C     -   251,224.236   292,997.639   MT  0.99997817   +0 28 07.9
 DU1883;SPC AZ C     -   824,226.50    961,278.34   iFT  0.99997817   +0 28 07.9
 DU1883;UTM  12      - 3,680,426.762   494,236.172   MT  0.99960041   -0 02 02.2
 DU1883
 DU1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1883!SPC AZ C     -   0.99977110  x   0.99997817  =   0.99974928
 DU1883!UTM  12      -   0.99977110  x   0.99960041  =   0.99937160
 DU1883
 DU1883|---------------------------------------------------------------------|
 DU1883| PID    Reference Object                     Distance      Geod. Az  |
 DU1883|                                                           dddmmss.s |
 DU1883| DU1907 APACHE RM 2                          11.216 METERS 10849     |
 DU1883| DU2047 3761                                APPROX. 6.6 KM 1763405.6 |
 DU1883| DU1906 APACHE RM 1                          12.344 METERS 18917     |
 DU1883|---------------------------------------------------------------------|
 DU1883
 DU1883                          SUPERSEDED SURVEY CONTROL
 DU1883
 DU1883  NAD 83(1986)-  33 15 46.18754(N)    111 03 42.78615(W) AD(       ) 3
 DU1883  NGVD 29 (09/20/88) 1485.9    (m)         4875.     (f) VERT ANG       
 DU1883
 DU1883.Superseded values are not recommended for survey control.
 DU1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1883.See file dsdata.txt to determine how the superseded data were derived.
 DU1883
 DU1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9423680427(NAD 83)
 DU1883_MARKER: DS = TRIANGULATION STATION DISK
 DU1883_SETTING: 66 = SET IN ROCK OUTCROP
 DU1883_SP_SET: SET IN ROCK OUTCROP
 DU1883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1883+STABILITY: POSITION/ELEVATION WELL
 DU1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1883+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 DU1883
 DU1883  HISTORY     - Date     Condition        Report By
 DU1883  HISTORY     - 1946     MONUMENTED       USGS
 DU1883  HISTORY     - 1963     GOOD             USGS
 DU1883  HISTORY     - 20040730 GOOD             INDIV
 DU1883
 DU1883                          STATION DESCRIPTION
 DU1883
 DU1883'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1883'LOCATED ABOUT 2 MI SE. OF SUPERIOR.  ON SOUTHERN AND HIGHEST POINT
 DU1883'OF ROCKY SPINE LOCALLY KNOWN AS THE APACHE LEAP.
 DU1883'
 DU1883'STATION MARK--STANDARD TABLET STAMPED---APACHE 1946 VA 4865---,
 DU1883'CEMENTED IN ROCK OUTCROP.
 DU1883'
 DU1883'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BOULDER
 DU1883'FLUSH WITH GROUND.
 DU1883'
 DU1883'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN BOULDER.
 DU1883
 DU1883                          STATION RECOVERY (1963)
 DU1883
 DU1883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1883'RECOVERED IN GOOD CONDITION.
 DU1883'
 DU1883'TO REACH FROM SUPERIOR, DRIVE 1.95 MI S. ON RAY HWY.  TURN LEFT
 DU1883'1.2 MI E. TO GRAND PACIFIC ORE CHUTE.  LEAVE TRUCK AND GO E. UP
 DU1883'RIDGE TO SUMMIT.  TURN RIGHT (SE.) AND GO OVER LOW SADDLE AROUND
 DU1883'ROCKY POINT INTO SECOND SADDLE.  CLIMB S. TO HIGHEST POINT ON
 DU1883'SUMMIT AND STATION.  LARGE ROCK OUTCROPPING ON WESTERN EDGE OF
 DU1883'SUMMIT.
 DU1883
 DU1883                          STATION RECOVERY (2004)
 DU1883
 DU1883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SS)
 DU1883'MONUMENT IS STABLE BUT THE FACE HAS BEEN WORN BY A WOODEN POST SET ON
 DU1883'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1013 ***********************************************************************
 ES1013  DESIGNATION -  APACHE MAID
 ES1013  PID         -  ES1013
 ES1013  STATE/COUNTY-  AZ/COCONINO
 ES1013  USGS QUAD   -  APACHE MAID MTN (1965)
 ES1013
 ES1013                         *CURRENT SURVEY CONTROL
 ES1013  ___________________________________________________________________
 ES1013* NAD 83(1992)-  34 43 33.63382(N)    111 33 03.72030(W)     ADJUSTED  
 ES1013* NAVD 88     -      2226.1    (meters)    7303.     (feet)  VERTCON   
 ES1013  ___________________________________________________________________
 ES1013  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 ES1013  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES1013
 ES1013  HORZ ORDER  -  SECOND
 ES1013
 ES1013.The horizontal coordinates were established by classical geodetic methods
 ES1013.and adjusted by the National Geodetic Survey in August 1993..
 ES1013
 ES1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1013
 ES1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1013
 ES1013.The geoid height was determined by GEOID03.
 ES1013
 ES1013;                    North         East     Units Scale Factor Converg.
 ES1013;SPC AZ C     -   413,242.132   246,845.599   MT  0.99991382   +0 12 29.8
 ES1013;SPC AZ C     - 1,355,781.27    809,860.89   iFT  0.99991382   +0 12 29.8
 ES1013;UTM  12      - 3,842,797.433   449,549.981   MT  0.99963137   -0 18 50.1
 ES1013
 ES1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1013!SPC AZ C     -   0.99965444  x   0.99991382  =   0.99956829
 ES1013!UTM  12      -   0.99965444  x   0.99963137  =   0.99928594
 ES1013
 ES1013|---------------------------------------------------------------------|
 ES1013| PID    Reference Object                     Distance      Geod. Az  |
 ES1013|                                                           dddmmss.s |
 ES1013| CH2209 APACHE MAID RM 2                      6.242 METERS 06701     |
 ES1013| CH2208 APACHE MAID RM 1                      6.640 METERS 12339     |
 ES1013| ES1018 ROUND                               APPROX. 6.9 KM 2682840.7 |
 ES1013|---------------------------------------------------------------------|
 ES1013
 ES1013                          SUPERSEDED SURVEY CONTROL
 ES1013
 ES1013  NAD 83(1986)-  34 43 33.62894(N)    111 33 03.71694(W) AD(       ) 2
 ES1013  NAD 27      -  34 43 33.55720(N)    111 33 01.17390(W) AD(       ) 2
 ES1013  NGVD 29 (07/19/86) 2225.2    (m)         7301.     (f) VERT ANG       
 ES1013
 ES1013.Superseded values are not recommended for survey control.
 ES1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1013.See file dsdata.txt to determine how the superseded data were derived.
 ES1013
 ES1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4955042797(NAD 83)
 ES1013_MARKER: DS = TRIANGULATION STATION DISK
 ES1013_SETTING: 80 = SET IN A BOULDER
 ES1013_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1013
 ES1013  HISTORY     - Date     Condition        Report By
 ES1013  HISTORY     - 1959     MONUMENTED       CGS
 ES1013  HISTORY     - 1968     GOOD             AMS
 ES1013  HISTORY     - 1972     GOOD             AZHD
 ES1013
 ES1013                          STATION DESCRIPTION
 ES1013
 ES1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1013'THE STATION IS ON A HIGH, PROMINENT, ROUNDED TREE COVERED
 ES1013'MOUNTAIN KNOWN AS APACHE-MAID.  IT IS ABOUT 16 MILES SOUTHEAST
 ES1013'OF SEDONA, 6 MILES EAST OF INTERSTATE HIGHWAY 17 AND JUST EAST
 ES1013'OF THE YAVAPAI-COCONINO COUNTY LINE IN COCONINO COUNTY.
 ES1013'
 ES1013'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY
 ES1013'79 AND 79 TEMP. WITH A GRADED GRAVEL ROAD AT MC GUIREVILLE, GO
 ES1013'NORTHEAST ON THE GRAVELED ROAD 1.6 MILES TO A Y-FORK.  TAKE
 ES1013'THE LEFT FORK AND GO 3.0 MILES TO A Y-FORK, TAKE THE LEFT
 ES1013'FORK FOR 2.4 MILES TO A CROSSROAD.  KEEP STRAIGHT AHEAD ON THE
 ES1013'GRAVELED ROAD, NORTHEAST, FOR 13.9 MILES TO A REVERSE Y-FORK,
 ES1013'JUST AFTER CROSSING A CATTLE GUARD, AND SIGN (6 APACHE MAID
 ES1013'RANGER STATION).  TURN SHARP RIGHT FOR 1.8 MILES TO A
 ES1013'CROSSROAD AND SIGN (3 ALLIGATOR WATER SHEAD).  TURN RIGHT FOR
 ES1013'1.0 MILE TO A Y-FORK, KEEP LEFT FOR 0.1 MILE TO A WIRE GATE.
 ES1013'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 1.1
 ES1013'MILES TO A Y-FORK.  TURN LEFT FOR 0.1 MILE AND THEN RIGHT OFF THE
 ES1013'TRACK ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK
 ES1013'SOUTHEAST UP THE STEEP MOUNTAIN SIDE TO THE TOP AND THE
 ES1013'STATION.  IT IS A 2 HOUR PACK WITH A LOAD.
 ES1013'
 ES1013'THE STATION IS A STANDARD DISK, STAMPED APACHE MAID 1959,
 ES1013'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES1013'AND IS 3.5 FEET WEST OF A WITNESS POST.
 ES1013'
 ES1013'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED APACHE MAID NO 1
 ES1013'1959, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 ES1013'INCHES AND IS 18.1 FEET EAST OF THE WITNESS POST.
 ES1013'
 ES1013'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED APACHE MAID 2
 ES1013'1959, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ES1013'2 FEET AND IS 19.2 FEET NORTHEAST OF THE WITNESS POST.
 ES1013'
 ES1013'TRIANGULATION STATION ROUND CAN BE USED FOR AN AZIMUTH, SEE
 ES1013'THE DESCRIPTION THEREOF.
 ES1013
 ES1013                          STATION RECOVERY (1968)
 ES1013
 ES1013'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 ES1013'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 ES1013'
 ES1013'TO REACH FROM THE JUNCTION OF U.S. HWY 66 AND ARIZONA HWY 79.  GO
 ES1013'SOUTH ON ARIZONA HWY 79 FOR 34.6 MILES TO STONEMAN LAKE ROAD
 ES1013'TURN EAST AND GO 7.1 MILES ON STONEMAN LAKE RD. TO T ROAD.  TURN
 ES1013'RIGHT AND GO SOUTH FOR 4.7 MILES TO T ROAD RIGHT (WEST) TURN
 ES1013'RIGHT AND GO WEST THENCE NORTH TO TOP OF MOUNTAIN AND STATION
 ES1013'SITE.  DRIVE STATION FOR 2 WHEEL VEHICLE.
 ES1013
 ES1013                          STATION RECOVERY (1972)
 ES1013
 ES1013'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES1013'GENERAL LOCATION AS PER DESCRIPTION.
 ES1013'
 ES1013'TO REACH FROM HAPPY JACK LOGGING CAMP ON FLAGSTAFF PAYSON
 ES1013'HWY, TURN W ON STONEMAN LAKE RD FOR 0.6 MILES, TURN L (SOUTH)
 ES1013'ON F.R. 230 FOLLOW SIGN 14 MILES TO STATION.
 ES1013'
 ES1013'STATION MARK IS ABOUT 220 YARDS NW OF LOOKOUT TOWER.
 ES1013'
 ES1013'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 ES1013'
 ES1013'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1133 ***********************************************************************
 ES1133  DESIGNATION -  APACHE MAID
 ES1133  PID         -  ES1133
 ES1133  STATE/COUNTY-  AZ/COCONINO
 ES1133  USGS QUAD   -  APACHE MAID MTN (1965)
 ES1133
 ES1133                         *CURRENT SURVEY CONTROL
 ES1133  ___________________________________________________________________
 ES1133* NAD 83(1992)-  34 43 29.89450(N)    111 33 00.11263(W)     ADJUSTED  
 ES1133* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 ES1133  ___________________________________________________________________
 ES1133  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 ES1133  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES1133
 ES1133  HORZ ORDER  -  THIRD
 ES1133
 ES1133.The horizontal coordinates were established by classical geodetic methods
 ES1133.and adjusted by the National Geodetic Survey in August 1993..
 ES1133
 ES1133.The orthometric height was scaled from a topographic map.
 ES1133
 ES1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1133
 ES1133.The geoid height was determined by GEOID03.
 ES1133
 ES1133;                    North         East     Units Scale Factor Converg.
 ES1133;SPC AZ C     -   413,127.248   246,937.797   MT  0.99991389   +0 12 31.9
 ES1133;SPC AZ C     - 1,355,404.36    810,163.38   iFT  0.99991389   +0 12 31.9
 ES1133;UTM  12      - 3,842,681.746   449,641.102   MT  0.99963126   -0 18 48.0
 ES1133
 ES1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1133!SPC AZ C     -   0.99965442  x   0.99991389  =   0.99956834
 ES1133!UTM  12      -   0.99965442  x   0.99963126  =   0.99928581
 ES1133
 ES1133:                Primary Azimuth Mark                     Grid Az
 ES1133:SPC AZ C     -  SQUAW PEAK                               226 20 38.7
 ES1133:UTM  12      -  SQUAW PEAK                               226 51 58.6
 ES1133
 ES1133|---------------------------------------------------------------------|
 ES1133| PID    Reference Object                     Distance      Geod. Az  |
 ES1133|                                                           dddmmss.s |
 ES1133| ES0962 SQUAW PEAK                          APPROX.41.1 KM 2263310.6 |
 ES1133| CS3958 APACHE MAID RM 1                     10.927 METERS 24057     |
 ES1133|---------------------------------------------------------------------|
 ES1133
 ES1133                          SUPERSEDED SURVEY CONTROL
 ES1133
 ES1133  NAD 83(1986)-  34 43 29.88935(N)    111 33 00.11301(W) AD(       ) 3
 ES1133
 ES1133.Superseded values are not recommended for survey control.
 ES1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1133.See file dsdata.txt to determine how the superseded data were derived.
 ES1133
 ES1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4964142682(NAD 83)
 ES1133_MARKER: DS = TRIANGULATION STATION DISK
 ES1133_SETTING: 80 = SET IN A BOULDER
 ES1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1133+STABILITY: SURFACE MOTION
 ES1133
 ES1133  HISTORY     - Date     Condition        Report By
 ES1133  HISTORY     - 1930     MONUMENTED       USGS
 ES1133
 ES1133                          STATION DESCRIPTION
 ES1133
 ES1133'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1133'LOCATED ABOUT 7 MI SW. OF STONEMAN LAKE, 2 MI NW. OF USFS APACHE
 ES1133'MAID RANGER STATION.  ON APACHE MAID MOUNTAIN.
 ES1133'
 ES1133'TO REACH, FOLLOW RD. AROUND SOUTH SIDE OF MOUNTAIN TO HIGHEST
 ES1133'POINT IN DIVIDE.  LEAVE RD. CROSSING OVER LOW PEAK N.  FOLLOW
 ES1133'DRAIN NW. TO DIVIDE BETWEEN TWO MAIN PEAKS.  TURN LEFT (W.) TO
 ES1133'HIGHEST POINT AND STATION ON HIGHEST ROCKY CRAG AT NORTH EDGE OF
 ES1133'MOUNTAIN.
 ES1133'
 ES1133'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1133'LARGE BLOCK OF MALPAIS ON TOP OF CRAG.
 ES1133'
 ES1133'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 ES1133'PROJECTING ROCK AT SOUTH BASE OF CRAG.  (RM MEASUREMENT IS SLOPE
 ES1133'DISTANCE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2009 ***********************************************************************
 DU2009  DESIGNATION -  APACHE MID PEAK
 DU2009  PID         -  DU2009
 DU2009  STATE/COUNTY-  AZ/GILA
 DU2009  USGS QUAD   -  CHROME BUTTE (1966)
 DU2009
 DU2009                         *CURRENT SURVEY CONTROL
 DU2009  ___________________________________________________________________
 DU2009* NAD 83(1992)-  33 32 25.71254(N)    110 44 33.51421(W)     ADJUSTED  
 DU2009* NAVD 88     -      2116.0    (meters)    6942.     (feet)  VERTCON   
 DU2009  ___________________________________________________________________
 DU2009  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 DU2009  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU2009
 DU2009  HORZ ORDER  -  FIRST
 DU2009
 DU2009.The horizontal coordinates were established by classical geodetic methods
 DU2009.and adjusted by the National Geodetic Survey in August 1993..
 DU2009
 DU2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2009
 DU2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2009
 DU2009.The geoid height was determined by GEOID03.
 DU2009
 DU2009;                    North         East     Units Scale Factor Converg.
 DU2009;SPC AZ E     -   281,837.877   159,868.747   MT  0.99993526   -0 19 05.7
 DU2009;SPC AZ E     -   924,664.95    524,503.76   iFT  0.99993526   -0 19 05.7
 DU2009;UTM  12      - 3,711,236.387   523,893.617   MT  0.99960704   +0 08 31.9
 DU2009
 DU2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2009!SPC AZ E     -   0.99967212  x   0.99993526  =   0.99960740
 DU2009!UTM  12      -   0.99967212  x   0.99960704  =   0.99927929
 DU2009
 DU2009|---------------------------------------------------------------------|
 DU2009| PID    Reference Object                     Distance      Geod. Az  |
 DU2009|                                                           dddmmss.s |
 DU2009| CD1517 APACHE MID PEAK RM 2                 15.028 METERS 00707     |
 DU2009| CD1516 APACHE MID PEAK RM 1                 14.384 METERS 10424     |
 DU2009| DU1991 MIAMI INSPIRATION COPPER STK        APPROX.17.8 KM 2163618.6 |
 DU2009| CD1515 APACHE MID PEAK AZ MK                              2843149.8 |
 DU2009|---------------------------------------------------------------------|
 DU2009
 DU2009                          SUPERSEDED SURVEY CONTROL
 DU2009
 DU2009  NAD 83(1986)-  33 32 25.70757(N)    110 44 33.51487(W) AD(       ) 1
 DU2009  NAD 27      -  33 32 25.51900(N)    110 44 31.12100(W) AD(       ) 1
 DU2009  NGVD 29 (09/20/88) 2115.3    (m)         6940.     (f) VERT ANG       
 DU2009
 DU2009.Superseded values are not recommended for survey control.
 DU2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2009.See file dsdata.txt to determine how the superseded data were derived.
 DU2009
 DU2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2389411236(NAD 83)
 DU2009_MARKER: DD = SURVEY DISK
 DU2009_SETTING: 80 = SET IN A BOULDER
 DU2009_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2009
 DU2009  HISTORY     - Date     Condition        Report By
 DU2009  HISTORY     - 1934     MONUMENTED       USFS
 DU2009  HISTORY     - 1938     GOOD             CGS
 DU2009  HISTORY     - 1946     GOOD             USGS
 DU2009  HISTORY     - 1947     GOOD             CGS
 DU2009  HISTORY     - 1966     GOOD             USGS
 DU2009
 DU2009                          STATION DESCRIPTION
 DU2009
 DU2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2009'STATION IS ABOUT 8-1/2 MILES NNE OF GLOBE, ARIZONA, ON
 DU2009'NORTHERNMOST AND HIGHEST POINT OF APACHE PEAKS.  THESE PEAKS
 DU2009'ARE MOST PROMINENT MOUNTAINS IN VICINITY.  STATION MARK IS A
 DU2009'U.S.F.S. DISK STAMPED APACHE MID PK 1934 IN BOULDER.
 DU2009'
 DU2009'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DU2009'DISKS IN BOULDERS.  REFERENCE
 DU2009'MARK NO. 1 IS IN OUTCROPPING BEDROCK.
 DU2009'
 DU2009'TO REACH STATION FROM GLOBE, ARIZONA, GO W ON U.S. 70, 4.0
 DU2009'MILES TO APACHE TRAIL AT JUNCTION OF U.S. 70 AND ARIZ. 88.
 DU2009'THENCE GO N ON 88, 5.6 MILES TO A FORK WHERE HIGHWAY CURVES
 DU2009'L AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD AT A SIGN RANGER
 DU2009'STATION 1 MILE.  THENCE TAKE R FORK STRAIGHT AHEAD 2.6 MILES
 DU2009'TO A CATTLE GUARD ACROSS MAIN ROAD AND A TRACK ROAD LEADING R
 DU2009'THROUGH A GATE.  HERE TAKE TRACK ROAD THROUGH GATE TO R AND
 DU2009'CONTINUE ON 1.9 MILE TO WHERE ROAD FORKS IN A WASH.  THENCE
 DU2009'TAKE R FORK UP WASH 2.9 MILES TO A WIRE GATE.  THENCE
 DU2009'CONTINUE THROUGH GATE ON UP WASH AND THEN UP A STEEP GRADE
 DU2009'0.9 MILE TO ANOTHER WIRE GATE.  HERE CONTINUE ON THROUGH
 DU2009'GATE 1.4 MILES TO A THREE-WAY FORK AT A NUMBER OF CABINS.
 DU2009'THENCE TAKE MIDDLE FORK EASTERLY AND THEN SOUTHERLY 1.2 MILES
 DU2009'TO A FORK.  HERE TAKE L FORK EASTERLY 0.85 MILE TO A MINING
 DU2009'CAMP AND END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A TRAIL
 DU2009'EASTERLY ALONG FOOT OF MOUNTAIN ABOUT 1/4 MILE TO A N AND S
 DU2009'CANYON.  HERE FOLLOW UP CANYON TO A SADDLE ON TOP OF RIDGE.
 DU2009'THENCE TURN L, WESTERLY AND CONTINUE TO HIGHEST POINT AND
 DU2009'STATION SITE.
 DU2009'
 DU2009'REFERENCE MARK NO. 1 IS ESE OF STATION AND ABOUT 4 FEET LOWER IN
 DU2009'ELEVATION.  REFERENCE MARK NO. 2 IS N BY E OF STATION AT ABOUT
 DU2009'SAME ELEVATION.
 DU2009'
 DU2009'AZIMUTH MARK IS WNW OF STATION AND ABOUT 2000 FEET LOWER IN
 DU2009'ELEVATION.  IT IS SET IN TOP OF A LARGE BOULDER ABOUT 5 FEET
 DU2009'NE OF ROAD.  IT IS ABOUT 0.05 MILE E OF THREE-WAY FORK MENTIONED
 DU2009'IN DESCRIPTION TO STATION.
 DU2009'
 DU2009'THIS STATION IS ABOUT A TWO-HOUR PACK FROM END OF TRUCK TRAVEL.
 DU2009
 DU2009                          STATION RECOVERY (1946)
 DU2009
 DU2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2009'RECOVERED AS DESCRIBED BY USFS AND NGS.
 DU2009
 DU2009                          STATION RECOVERY (1947)
 DU2009
 DU2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2009'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 DU2009'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCES IN DISTANCE TO
 DU2009'BOTH REFERENCE MARKS.
 DU2009'
 DU2009'THE STATION IS ABOUT 8.5 MILES NORTH-NORTHEAST OF GLOBE, ON
 DU2009'THE NORTHERNMOST AND HIGHEST POINT OF APACHE PEAKS, THE STATION
 DU2009'MARK IS A U.S.F.S. DISK ON THE WEST END AND HIGHEST POINT OF THE
 DU2009'PEAK, 40 FEET EAST OF THE WEST RIM, 20 FEET NORTH OF THE SOUTH
 DU2009'RIM, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND AND STAMPED--
 DU2009'APACHE MID PK 1934.
 DU2009'
 DU2009'REFERENCE MARK NO. 1 IS A BRONZE DISK APPROXIMATELY 4 FEET LOWER
 DU2009'THAN THE STATION SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2009'AND STAMPED--APACHE NO 1 1938.
 DU2009'
 DU2009'REFERENCE MARK NO. 2 IS A BRONZE DISK APPROXIMATELY THE SAME
 DU2009'ELEVATION AS STATION SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND
 DU2009'AND STAMPED--APACHE NO 2 1938.
 DU2009'
 DU2009'THE AZIMUTH MARK IS A BRONZE DISK APPROXIMATELY 150 YARDS OF THE
 DU2009'THREE WAY FORK MENTIONED IN THE DESCRIPTION, 8 FEET NORTHEAST
 DU2009'OF THE CENTER LINE OF ROAD, SET IN A BOULDER 2 FEET IN DIAMETER,
 DU2009'STAMPED--APACHE 1938.
 DU2009'
 DU2009'TO REACH FROM GLOBE, GO WEST ON U.S. HIGHWAY 70 FOR 4.0 MILES
 DU2009'TO THE APACHE TRAIL JUNCTION.  TURN RIGHT, NORTH, AND GO 5.6
 DU2009'MILES TO A ROAD RIGHT AND SIGN RANGER STATION.  TURN RIGHT AND
 DU2009'FOLLOW GRADED ROAD FOR 2.6 MILES TO A CATTLE GUARD AND A TRACK
 DU2009'ROAD RIGHT THROUGH A GATE.  TURN RIGHT THROUGH GATE AND GO 1.9
 DU2009'MILES TO A FORK IN WASH.  TAKE RIGHT FORK UP WASH FOR 2.9 MILES
 DU2009'TO A WIRE GATE.  CONTINUE THROUGH GATE UP THE WASH THEN UP A
 DU2009'STEEP GRADE FOR 0.9 MILE TO A WIRE GATE.  CONTINUE THROUGH
 DU2009'GATE AND GO 1.4 MILE TO A THREE-WAY FORK AT A NUMBER OF
 DU2009'CABINS.  TAKE MIDDLE FORK, EAST, FOR 1.2 MILES TO A FORK.  TAKE
 DU2009'LEFT FORK, EAST, FOR 0.85 MILES TO A MINING CAMP AND THE
 DU2009'END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A TRAIL EAST ALONG
 DU2009'FOOT OF MOUNTAIN FOR APPROXIMATELY 0.3 MILE TO A MINE
 DU2009'SHAFT.  TURN LEFT 20 FEET BEFORE REACHING MINE SHAFT AND PACK
 DU2009'UP HILL BEARING TO THE RIGHT, JUST KEEPING ABOVE A SMALL
 DU2009'CANYON, TO A SADDLE WHERE YOU WILL INTERSECT A DIM TRAIL.
 DU2009'FOLLOW THIS TRAIL WHICH EVENTUALLY COMES OUT IN THE NORTH AND
 DU2009'SOUTH CANYON TO THE EAST FROM THIS POINT.  AFTER REACHING
 DU2009'CANYON, FOLLOW UP CANYON TO A SADDLE ON TOP OF RIDGE.  HERE
 DU2009'TURN LEFT, WEST, AND CONTINUE TO THE HIGHEST POINT AND STATION
 DU2009'SITE.  A 1 1/2-HOUR PACK
 DU2009'
 DU2009'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 DU2009
 DU2009                          STATION RECOVERY (1966)
 DU2009
 DU2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2009'RECOVERED AS DESCRIBED BY USGS, USFS AND NGS.  NEW TO REACH
 DU2009'FOLLOWS.
 DU2009'
 DU2009'TO REACH FROM GLOBE, GO 4 MI W. ON U.S. HWYS. 60 AND 70 TO APACHE
 DU2009'TRAIL JCT.  TURN RIGHT 7.9 MI N. TO RD. RIGHT.  TURN RIGHT
 DU2009'FOLLOWING RD. 0.2 MI TO T-INTERSECTION.  TURN LEFT FOLLOWING
 DU2009'GRAVEL RD. 0.5 MI TO CATTLEGUARD AND TRACK RD. RIGHT THROUGH
 DU2009'GATE.  TURN RIGHT THROUGH GATE 0.1 MI TO FORK IN WASH.  TAKE LEFT
 DU2009'FORK UP WASH 1.8 MI TO ANOTHER FORK AND SIGN RICHMOND BASIN.
 DU2009'TAKE RIGHT FORK 3.2 MI TO WIRE GATE E. OF WOODEN CORRAL, CONTINUE
 DU2009'THROUGH GATE UP WASH THEN UP STEEP GRADE 0.9 MI TO WIRE GATE,
 DU2009'CONTINUE THROUGH GATE 1.5 MI TO FORK AT NUMBER OF CABINS,
 DU2009'CONTINUE ON SAME RD. RIGHT FORK 1.2 MI E. TO FORK AT CLEARING.
 DU2009'TAKE LEFT FORK 0.85 MI E. TO MINING CAMP AND END OF TRUCK TRAVEL.
 DU2009'FOLLOW TRAIL ALONG FOOT OF MOUNTAIN ABOUT 0.3 MI E. TO MINE
 DU2009'SHAFT.  TURN LEFT 20 FT. BEFORE REACHING MINE SHAFT AND PACK
 DU2009'UPHILL BEARING RIGHT KEEPING ABOVE SMALL CANYON TO SADDLE WHERE
 DU2009'YOU WILL INTERSECT DIM TRAIL.  FOLLOW THIS TRAIL WHICH COMES OUT
 DU2009'IN N.-S. CANYON TO E. OF THIS POINT.  FOLLOW UP CANYON TO ROCKY
 DU2009'SADDLE ON TOP OF RIDGE.  TURN LEFT (W.) AND CONTINUE TO HIGHEST
 DU2009'POINT AND STATION.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0890 ***********************************************************************
 FQ0890  DESIGNATION -  APOLLO
 FQ0890  PID         -  FQ0890
 FQ0890  STATE/COUNTY-  AZ/NAVAJO
 FQ0890  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0890
 FQ0890                         *CURRENT SURVEY CONTROL
 FQ0890  ___________________________________________________________________
 FQ0890* NAD 83(1992)-  35 13 50.74829(N)    110 19 49.31401(W)     ADJUSTED  
 FQ0890* NAVD 88     -      1996.4    (meters)    6550.     (feet)  VERTCON   
 FQ0890  ___________________________________________________________________
 FQ0890  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FQ0890  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0890
 FQ0890  HORZ ORDER  -  THIRD
 FQ0890
 FQ0890.The horizontal coordinates were established by classical geodetic methods
 FQ0890.and adjusted by the National Geodetic Survey in August 1993..
 FQ0890
 FQ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0890
 FQ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0890
 FQ0890.The geoid height was determined by GEOID03.
 FQ0890
 FQ0890;                    North         East     Units Scale Factor Converg.
 FQ0890;SPC AZ E     -   469,185.449   198,459.837   MT  0.99990274   -0 05 40.0
 FQ0890;SPC AZ E     - 1,539,322.34    651,114.95   iFT  0.99990274   -0 05 40.0
 FQ0890;UTM  12      - 3,898,839.753   560,933.723   MT  0.99964576   +0 23 10.7
 FQ0890
 FQ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0890!SPC AZ E     -   0.99969041  x   0.99990274  =   0.99959318
 FQ0890!UTM  12      -   0.99969041  x   0.99964576  =   0.99933628
 FQ0890
 FQ0890|---------------------------------------------------------------------|
 FQ0890| PID    Reference Object                     Distance      Geod. Az  |
 FQ0890|                                                           dddmmss.s |
 FQ0890| CS3554 APOLLO RM 1                          12.835 METERS 12741     |
 FQ0890| CS3555 APOLLO RM 2                          14.890 METERS 18704     |
 FQ0890| FQ0894 CHIMNEY                             APPROX.10.6 KM 3165348.7 |
 FQ0890|---------------------------------------------------------------------|
 FQ0890
 FQ0890                          SUPERSEDED SURVEY CONTROL
 FQ0890
 FQ0890  NAD 83(1986)-  35 13 50.74514(N)    110 19 49.31791(W) AD(       ) 3
 FQ0890  NGVD 29 (02/23/90) 1995.5    (m)         6547.     (f) VERT ANG       
 FQ0890
 FQ0890.Superseded values are not recommended for survey control.
 FQ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0890.See file dsdata.txt to determine how the superseded data were derived.
 FQ0890
 FQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6093498840(NAD 83)
 FQ0890_MARKER: DS = TRIANGULATION STATION DISK
 FQ0890_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0890_SP_SET: SET IN BEDROCK
 FQ0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0890+STABILITY: POSITION/ELEVATION WELL
 FQ0890
 FQ0890  HISTORY     - Date     Condition        Report By
 FQ0890  HISTORY     - 1966     MONUMENTED       USGS
 FQ0890
 FQ0890                          STATION DESCRIPTION
 FQ0890
 FQ0890'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0890'LOCATED ABOUT 26 MI NE. OF WINSLOW, ABOUT 5 MI SE. OF CASTLE
 FQ0890'BUTTE TRADING POST.  ON NORTHEAST HIGHEST PART OF MESA.
 FQ0890'
 FQ0890'STATION REACHED BY HELICOPTER.
 FQ0890'
 FQ0890'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---APOLLO 1966---, IN
 FQ0890'SOLID ROCK.
 FQ0890'
 FQ0890'RM 1--STANDARD BRASS RM TABLET STAMPED---NO 1 1966---, IN SOLID
 FQ0890'ROCK, 0.4 FT BELOW GROUND.
 FQ0890'
 FQ0890'RM 2--STANDARD BRASS RM TABLET STAMPED---NO 2 1966---, IN SOLID
 FQ0890'ROCK LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1817 ***********************************************************************
 CZ1817  DESIGNATION -  AQUA VERDE
 CZ1817  PID         -  CZ1817
 CZ1817  STATE/COUNTY-  AZ/PIMA
 CZ1817  USGS QUAD   -  RINCON PEAK (1981)
 CZ1817
 CZ1817                         *CURRENT SURVEY CONTROL
 CZ1817  ___________________________________________________________________
 CZ1817* NAD 83(1992)-  32 02 24.62766(N)    110 37 25.28966(W)     ADJUSTED  
 CZ1817* NAVD 88     -      1213.8    (meters)    3982.     (feet)  VERTCON   
 CZ1817  ___________________________________________________________________
 CZ1817  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 CZ1817  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CZ1817
 CZ1817  HORZ ORDER  -  FIRST
 CZ1817
 CZ1817.The horizontal coordinates were established by classical geodetic methods
 CZ1817.and adjusted by the National Geodetic Survey in August 1993..
 CZ1817
 CZ1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1817
 CZ1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1817
 CZ1817.The geoid height was determined by GEOID03.
 CZ1817
 CZ1817;                    North         East     Units Scale Factor Converg.
 CZ1817;SPC AZ C     -   116,052.458   335,476.330   MT  1.00008385   +0 41 09.7
 CZ1817;SPC AZ C     -   380,749.53  1,100,644.13   iFT  1.00008385   +0 41 09.7
 CZ1817;UTM  12      - 3,544,950.629   535,528.948   MT  0.99961557   +0 11 58.7
 CZ1817
 CZ1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1817!SPC AZ C     -   0.99981389  x   1.00008385  =   0.99989772
 CZ1817!UTM  12      -   0.99981389  x   0.99961557  =   0.99942953
 CZ1817
 CZ1817|---------------------------------------------------------------------|
 CZ1817| PID    Reference Object                     Distance      Geod. Az  |
 CZ1817|                                                           dddmmss.s |
 CZ1817| CC5969 AQUA VERDE RM 2                       6.802 METERS 02001     |
 CZ1817| CZ1818 AQUA VERDE 2                          8.296 METERS 02400     |
 CZ1817| CC5972 AQUA VERDE A POINT                                 05449     |
 CZ1817| CC5968 AQUA VERDE RM 1                      11.108 METERS 19452     |
 CZ1817| CZ1821 AIRWAY BEACON 12                    APPROX. 3.6 KM 3122345.5 |
 CZ1817| CC5971 AQUA VERDE 2 RM 4                                  3443758.7 |
 CZ1817|---------------------------------------------------------------------|
 CZ1817
 CZ1817                          SUPERSEDED SURVEY CONTROL
 CZ1817
 CZ1817  NAD 83(1986)-  32 02 24.62280(N)    110 37 25.28671(W) AD(       ) 1
 CZ1817  NAD 27      -  32 02 24.33200(N)    110 37 22.99800(W) AD(       ) 1
 CZ1817  NGVD 29 (07/19/86) 1213.0    (m)         3980.     (f) VERT ANG       
 CZ1817
 CZ1817.Superseded values are not recommended for survey control.
 CZ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1817.See file dsdata.txt to determine how the superseded data were derived.
 CZ1817
 CZ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3552944951(NAD 83)
 CZ1817_MARKER: DS = TRIANGULATION STATION DISK
 CZ1817_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1817_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1817
 CZ1817  HISTORY     - Date     Condition        Report By
 CZ1817  HISTORY     - 1935     MONUMENTED       CGS
 CZ1817  HISTORY     - 1960     GOOD             CGS
 CZ1817  HISTORY     - 1962     GOOD             CGS
 CZ1817  HISTORY     - 1974     GOOD             NGS
 CZ1817
 CZ1817                          STATION DESCRIPTION
 CZ1817
 CZ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1817'STATION SITE IS ON THE SOUTHERN END OF A RIDGE THAT PROJECTS
 CZ1817'FARTHEST SOUTH FROM THE RINCON MOUNTAINS, 5.0 MILES AIRLINE
 CZ1817'EAST OF RAILROAD STATION AT VAIL, AND 1 MILE NORTH OF U.S.
 CZ1817'HIGHWAY 80 AT ITS CLOSEST POINT.
 CZ1817'
 CZ1817'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89 IN
 CZ1817'TUCSON, GO EAST FOR 22.0 MILES TO TRESTLE ON LEFT, CONTINUE
 CZ1817'ON HIGHWAY 0.5 MILE TO WIRE GATE ON LEFT, TURN THROUGH GATE
 CZ1817'CROSSING OLD ROADBED AND RAILROAD TRACKS, TURN RIGHT AND GO
 CZ1817'0.1 MILE ALONG FENCE TO PILE OF GRADING REFUSE, TURN LEFT AND
 CZ1817'DRIVE CROSS-COUNTRY KEEPING TO RIDGE FOR 0.9 MILE TO END OF
 CZ1817'TRUCK TRAVEL.  FROM HERE CLIMB NORTHEASTERLY UP RIDGE TO
 CZ1817'STATION.
 CZ1817
 CZ1817                          STATION RECOVERY (1960)
 CZ1817
 CZ1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1817'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 CZ1817'FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION
 CZ1817'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 CZ1817'
 CZ1817'THE 1935 ROUTE TO THE STATION IS NOW OBSOLETE.  THE NEW
 CZ1817'ROUTE IS AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ1817'89 AND STATE HIGHWAY ALT. IN SOUTH TUCSON, DRIVE SOUTHEAST ON
 CZ1817'U.S. HIGHWAY 80 FOR 20.5 MILES TO THE INTERCHANGE AT THE
 CZ1817'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 83.  PASS OVER
 CZ1817'THE INTERCHANGE AND CONTINUE EAST AND NORTHEAST ON THE NORTH
 CZ1817'ACCESS ROAD TOWARDS THE PANTANO RAILROAD SIDING FOR 3.95 MILES
 CZ1817'TO THE SUMMIT OF A LOW RISE, A SIDE ROAD ON THE LEFT AND A
 CZ1817'RAILROAD CROSSING.  TURN LEFT FOR 0.15 MILE, CROSSING THE
 CZ1817'RAILROAD AND PASSING THROUGH THREE GATES, THENCE CONTINUE
 CZ1817'THE BLADED ROAD NORTH FOR 0.05 MILE TO AN UNDERGROUND
 CZ1817'PIPE-LINE.  TURN BACK SHARP RIGHT ALONG THE PIPE-LINE FOR
 CZ1817'0.05 MILE TO AN EAST-WEST FENCE.  KEEP LEFT AND DRIVE
 CZ1817'EAST-NORTHEAST ON DIM TRACKS ACROSS COUNTRY FOR 0.25 MILE
 CZ1817'TO A TELEPHONE LINE.  TURN LEFT AND DRIVE NORTHERLY ALONG THE
 CZ1817'TELEPHONE LINE FOR 0.8 MILE TO A FENCE AND A GATE.  PASS
 CZ1817'THROUGH THE GATE AND CONTINUE NORTHERLY ALONG THE TELEPHONE
 CZ1817'LINE FOR 0.3 MILE, THENCE BEAR RIGHT AND DRIVE NORTHEAST
 CZ1817'ALONG THE CREST OF THE RIDGE FOR 0.35 MILE TO THE END OF TRUCK
 CZ1817'TRAVEL. PACK NORTHEAST UP THE RIDGE TO THE HIGHEST POINT OF
 CZ1817'HILL AND THE STATION, A PACK OF ABOUT 15 MINUTES.
 CZ1817'
 CZ1817'OBSERVATIONS WERE MADE FROM THE TOP OF A WOODEN STAND PROJECTING
 CZ1817'1.35 METERS (4.43 FEET) ABOVE THE STATION MARK.
 CZ1817
 CZ1817                          STATION RECOVERY (1962)
 CZ1817
 CZ1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ1817'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ1817'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CZ1817'
 CZ1817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CZ1817'STATE HIGHWAY 83, WHICH IS 20-1/2 MILES SOUTHEAST OF TUCSON,
 CZ1817'PASS OVER THE INTERCHANGE AND DRIVE EAST AND NORTHEAST ON THE
 CZ1817'PANTANO ROAD FOR 3.95 MILES TO THE SUMMIT OF A LOW RISE, A SIDE
 CZ1817'ROAD ON THE LEFT AND A RAILROAD CROSSING.  TURN LEFT FOR 0.15
 CZ1817'MILE, CROSSING THE RAILROAD AND PASSING THROUGH THREE GATES,
 CZ1817'THENCE CONTINUE ON THE BLADED ROAD NORTH FOR 0.05 MILE TO AN
 CZ1817'UNDERGROUND PIPELINE.  TURN BACK SHARP RIGHT ALONG THE
 CZ1817'PIPELINE FOR 0.05 MILE TO THE NORTH RAILROAD RIGHT-OF-WAY
 CZ1817'FENCE.  TURN LEFT AND DRIVE NORTHEAST ON DIM TRACKS FOR 0.25
 CZ1817'MILE TO A NORTH-SOUTH TELEPHONE LINE.  TURN LEFT AND
 CZ1817'DRIVE NORTHERLY ALONG THE TELEPHONE LINE FOR 0.2 MILE TO
 CZ1817'A FENCE AND GATE.  PASS THROUGH THE GATE AND CONTINUE
 CZ1817'NORTHERLY ALONG THE TELEPHONE LINE FOR 0.25 MILE TO A SUMMIT,
 CZ1817'THENCE TURN RIGHT AND DRIVE EASTERLY ALONG THE CREST OF
 CZ1817'THE RIDGE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL FOR A TWO
 CZ1817'WHEEL DRIVE VEHICLE.  PACK NORTHEASTERLY UP THE RIDGE FOR ABOUT
 CZ1817'15 MINUTES TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 CZ1817'
 CZ1817'THE STATION MARK, A STANDARD DISK STAMPED AQUA VERDE 1935,
 CZ1817'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 CZ1817'SURFACE OF THE GROUND.  IT IS 12.1 FEET SOUTH OF A WOODEN WITNESS
 CZ1817'POST PAINTED WHITE AND 10 FEET SOUTH OF A PROMINENT LEDGE OF
 CZ1817'OUTCROPPING BEDROCK PROJECTING ABOUT 30 INCHES HIGHER IN
 CZ1817'ELEVATION THAN THE STATION MARK.
 CZ1817'
 CZ1817'REFERENCE MARK 1, A STANDARD DISK STAMPED AQUA VERDE NO 1
 CZ1817'1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 12
 CZ1817'INCHES ABOVE THE GROUND.  IT IS SITUATED ON THE SOUTHWEST SLOPE
 CZ1817'OF THE STATION HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 CZ1817'THE STATION MARK.
 CZ1817'
 CZ1817'REFERENCE MARK 2, A STANDARD DISK STAMPED AQUA VERDE NO 2
 CZ1817'1935, IS CEMENTED IN A DRILL HOLE IN THE PROMINENT LEDGE OF
 CZ1817'BEDROCK WHICH IS ABOUT 30 INCHES HIGHER IN ELEVATION THAN THE
 CZ1817'STATION MARK.
 CZ1817
 CZ1817                          STATION RECOVERY (1974)
 CZ1817
 CZ1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CZ1817'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CZ1817'CONDITION.  THE STATION WAS MOVED TO A NEARBY OUTCROP AT THIS
 CZ1817'TIME AT REQUEST OF LAND OWNER, WHO IS BUILDING A HOME OVER
 CZ1817'THE STATION SITE.  ALL MARKS WERE LEFT IN PLACE.
 CZ1817'
 CZ1817'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1817'
 CZ1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CZ1817'EAST OF VAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1818 ***********************************************************************
 CZ1818  DESIGNATION -  AQUA VERDE 2
 CZ1818  PID         -  CZ1818
 CZ1818  STATE/COUNTY-  AZ/PIMA
 CZ1818  USGS QUAD   -  RINCON PEAK (1981)
 CZ1818
 CZ1818                         *CURRENT SURVEY CONTROL
 CZ1818  ___________________________________________________________________
 CZ1818* NAD 83(1992)-  32 02 24.87370(N)    110 37 25.16104(W)     ADJUSTED  
 CZ1818* NAVD 88     -      1214.4    (meters)    3984.     (feet)  VERTCON   
 CZ1818  ___________________________________________________________________
 CZ1818  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 CZ1818  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CZ1818
 CZ1818  HORZ ORDER  -  THIRD
 CZ1818
 CZ1818.The horizontal coordinates were established by classical geodetic methods
 CZ1818.and adjusted by the National Geodetic Survey in August 1993..
 CZ1818.No horizontal observational check was made to the station.
 CZ1818
 CZ1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1818
 CZ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1818
 CZ1818.The geoid height was determined by GEOID03.
 CZ1818
 CZ1818;                    North         East     Units Scale Factor Converg.
 CZ1818;SPC AZ C     -   116,060.077   335,479.614   MT  1.00008386   +0 41 09.8
 CZ1818;SPC AZ C     -   380,774.53  1,100,654.90   iFT  1.00008386   +0 41 09.8
 CZ1818;UTM  12      - 3,544,958.216   535,532.294   MT  0.99961557   +0 11 58.8
 CZ1818
 CZ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1818!SPC AZ C     -   0.99981379  x   1.00008386  =   0.99989764
 CZ1818!UTM  12      -   0.99981379  x   0.99961557  =   0.99942943
 CZ1818
 CZ1818|---------------------------------------------------------------------|
 CZ1818| PID    Reference Object                     Distance      Geod. Az  |
 CZ1818|                                                           dddmmss.s |
 CZ1818| CC5972 AQUA VERDE A POINT                                 15328     |
 CZ1818| CZ1817 AQUA VERDE                            8.296 METERS 20400     |
 CZ1818| CC5969 AQUA VERDE RM 2                       1.588 METERS 22136     |
 CZ1818| CC5970 AQUA VERDE 2 RM 3                     4.166 METERS 32103     |
 CZ1818| CC5971 AQUA VERDE 2 RM 4                                  3422844.0 |
 CZ1818|---------------------------------------------------------------------|
 CZ1818
 CZ1818                          SUPERSEDED SURVEY CONTROL
 CZ1818
 CZ1818  NAD 83(1986)-  32 02 24.86884(N)    110 37 25.15809(W) AD(       ) 3
 CZ1818  NAD 27      -  32 02 24.57805(N)    110 37 22.86938(W) AD(       ) 3
 CZ1818  NGVD 29 (07/19/86) 1213.6    (m)         3982.     (f) VERT ANG       
 CZ1818
 CZ1818.Superseded values are not recommended for survey control.
 CZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1818.See file dsdata.txt to determine how the superseded data were derived.
 CZ1818
 CZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3553244958(NAD 83)
 CZ1818_MARKER: DS = TRIANGULATION STATION DISK
 CZ1818_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1818
 CZ1818  HISTORY     - Date     Condition        Report By
 CZ1818  HISTORY     - 1974     MONUMENTED       NGS
 CZ1818
 CZ1818                          STATION DESCRIPTION
 CZ1818
 CZ1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CZ1818'THE STATION IS LOCATED ON THE SOUTHERN END OF A RIDGE WHICH
 CZ1818'PROJECTS FARTHEST SOUTH FROM THE RINCON MOUNTAINS.  IT IS LIGHT
 CZ1818'COLORED, STEEP AND HAS A CASTLE TYPE HOME BUILT AT STATION SITE,
 CZ1818'5 MILES EAST OF VAIL AND 1 MILE NORTH OF THE HIGHWAY.
 CZ1818'
 CZ1818'THE STATION MARK IS A STANDARD DISK STAMPED, AQUA VERDE 2 1974.
 CZ1818'IT IS SET IN A DRILL HOLE ON THE HIGHEST OUTCROP OF MOUNTAIN.
 CZ1818'
 CZ1818'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, AQUA VERDE NO 2 1935.
 CZ1818'IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS ABOUT 7
 CZ1818'FEET LOWER THAN THE STATION AND IN FRONT OF THE LIVING ROOM
 CZ1818'OF THE HOME.
 CZ1818'
 CZ1818'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, AQUA VERDE 2 NO 3
 CZ1818'1974.  IT IS SET IN A DRILL HOLE ON TOP OF A NARROW RIDGE WHICH
 CZ1818'IS ABOUT THE SAME ELEVATION AS THE STATION.
 CZ1818'
 CZ1818'REFERENCE MARK 4 WHICH SERVES AS AN AZIMUTH MARK IS A STANDARD
 CZ1818'DISK STAMPED, AQUA VERDE 2 NO 4 1974.  IT IS SET IN A DRILL
 CZ1818'HOLE ON TOP OF THE SECOND RIDGE NORTHWEST OF THE STATION.
 CZ1818'
 CZ1818'TO REACH THE STATION FROM BENSON GO NORTHWEST ALONG INTERSTATE
 CZ1818'HIGHWAY 10 FOR 25 MILES TO JUNCTION WITH ARIZONA HIGHWAY 83.
 CZ1818'EXIT AND GO SOUTHEAST AND EAST ALONG THE FRONTAGE ROAD FOR 3.3
 CZ1818'MILES TO A HIGHWAY BRIDGE WHICH IS PARALLEL TO A RAILROAD BRIDGE,
 CZ1818'CONTINUE AHEAD FOR 0.2 MILE TO A DIRT SIDE ROAD LEFT.  TURN
 CZ1818'LEFT AND GO EAST ALONG RAILROAD MAINTENANCE ROAD FOR 0.6 MILE
 CZ1818'TO A GRADED CROSS ROAD WHICH IS ALSO A RAILROAD MAINTENANCE
 CZ1818'ROAD, CROSS TRACKS AND TURN RIGHT ALONG THE ROAD LEADING
 CZ1818'PARALLEL TO THE RAILROAD TRACKS FOR 0.5 MILE TO A GRADED SIDE
 CZ1818'ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD NORTH
 CZ1818'FOR ABOUT 1-1/2 MILES TO THE TOP OF MOUNTAIN AND STATION.
 CZ1818'A 4-WHEEL DRIVE REQUIRED FOR LAST 1/2 MILE.
 CZ1818'
 CZ1818'A NEW RAILROAD CROSSING IS PLANNED IN THE NEAR FUTURE TO ALLOW
 CZ1818'LEGAL ENTRANCE TO THIS PROPERTY.  KEYS TO LOCKED GATES MAY
 CZ1818'BE OBTAINED FROM MR. DUANE A. DURHAM - POB 107 - VAIL, AZ.
 CZ1818'- 85641.  PERMISSION SHOULD BE OBTAINED FROM THE RAILROAD CO.
 CZ1818'TO USE PRIVATE ROADS AND CAUTION SHOULD BE EXERCISED IN USING
 CZ1818'THE ROADS ALONG THE RAILROAD AND THE VERY STEEP MOUNTAIN ROAD.
 CZ1818'
 CZ1818'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0236 ***********************************************************************
 DB0236  DESIGNATION -  ARABY
 DB0236  PID         -  DB0236
 DB0236  STATE/COUNTY-  AZ/YUMA
 DB0236  USGS QUAD   -  YUMA EAST (1994)
 DB0236
 DB0236                         *CURRENT SURVEY CONTROL
 DB0236  ___________________________________________________________________
 DB0236* NAD 83(1992)-  32 40 18.91560(N)    114 30 46.17477(W)     ADJUSTED  
 DB0236* NAVD 88     -        67.028  (meters)     219.91   (feet)  ADJUSTED  
 DB0236  ___________________________________________________________________
 DB0236  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DB0236  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0236  DYNAMIC HT  -          66.951 (meters)     219.66  (feet)  COMP
 DB0236  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DB0236
 DB0236  HORZ ORDER  -  SECOND
 DB0236  VERT ORDER  -  FIRST     CLASS II
 DB0236
 DB0236.The horizontal coordinates were established by classical geodetic methods
 DB0236.and adjusted by the National Geodetic Survey in August 1993..
 DB0236
 DB0236.The orthometric height was determined by differential leveling
 DB0236.and adjusted by the National Geodetic Survey in June 1991..
 DB0236
 DB0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0236
 DB0236.The geoid height was determined by GEOID03.
 DB0236
 DB0236.The dynamic height is computed by dividing the NAVD 88
 DB0236.geopotential number by the normal gravity value computed on the
 DB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0236.degrees latitude (g = 980.6199 gals.).
 DB0236
 DB0236.The modeled gravity was interpolated from observed gravity values.
 DB0236
 DB0236;                    North         East     Units Scale Factor Converg.
 DB0236;SPC AZ W     -   185,634.014   141,812.641   MT  0.99999643   -0 24 42.5
 DB0236;SPC AZ W     -   609,035.48    465,264.57   iFT  0.99999643   -0 24 42.5
 DB0236;SPC CA 6     -   557,391.847 2,162,938.421   MT  1.00002041   +0 57 16.6
 DB0236;SPC CA 6     - 1,828,709.75  7,096,240.47   sFT  1.00002041   +0 57 16.6
 DB0236;UTM  11      - 3,617,650.766   733,228.273   MT  1.00027079   +1 20 35.7
 DB0236
 DB0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0236!SPC AZ W     -   0.99999479  x   0.99999643  =   0.99999122
 DB0236!SPC CA 6     -   0.99999479  x   1.00002041  =   1.00001520
 DB0236!UTM  11      -   0.99999479  x   1.00027079  =   1.00026558
 DB0236
 DB0236:                Primary Azimuth Mark                     Grid Az
 DB0236:SPC AZ W     -  SANDY                                    089 45 12.9
 DB0236:SPC CA 6     -  SANDY                                    088 23 13.8
 DB0236:UTM  11      -  SANDY                                    087 59 54.7
 DB0236
 DB0236|---------------------------------------------------------------------|
 DB0236| PID    Reference Object                     Distance      Geod. Az  |
 DB0236|                                                           dddmmss.s |
 DB0236| DB0192 SANDY                               APPROX. 3.3 KM 0892030.4 |
 DB0236| DB0237 216.455                              11.178 METERS 26629     |
 DB0236| DB0235 ARABY RM 1                            9.324 METERS 35929     |
 DB0236|---------------------------------------------------------------------|
 DB0236
 DB0236                          SUPERSEDED SURVEY CONTROL
 DB0236
 DB0236  NAD 83(1986)-  32 40 18.92438(N)    114 30 46.18395(W) AD(       ) 2
 DB0236  NAD 27      -  32 40 18.75600(N)    114 30 43.36820(W) AD(       ) 2
 DB0236  NGVD 29 (??/??/??)   66.384  (m)          217.79   (f) ADJUSTED    1 2
 DB0236
 DB0236.Superseded values are not recommended for survey control.
 DB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0236.See file dsdata.txt to determine how the superseded data were derived.
 DB0236
 DB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3322817651(NAD 83)
 DB0236_MARKER: DE = TRAVERSE STATION DISK
 DB0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0236_STAMPING: ARABY 1960
 DB0236_MARK LOGO: CGS   
 DB0236_PROJECTION: RECESSED 25 CENTIMETERS
 DB0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0236+STABILITY: SURFACE MOTION
 DB0236
 DB0236  HISTORY     - Date     Condition        Report By
 DB0236  HISTORY     - 1960     MONUMENTED       CGS
 DB0236  HISTORY     - 1960     GOOD             CGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236
 DB0236                          STATION DESCRIPTION
 DB0236
 DB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0236'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF YUMA, 1/2 MILE
 DB0236'SOUTHEAST OF ARABY, 0.15 MILE NORTH OF HIGHWAY MILE POLE 11,
 DB0236'14-1/2 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 4.3
 DB0236'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, 3.8 FEET
 DB0236'SOUTH OF THE SOUTHWEST CORNER OF A CANAL BRIDGE AND AT THE
 DB0236'JUNCTION OF A NORTH-SOUTH EAST-WEST CANAL.
 DB0236'
 DB0236'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0236'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0236'AND GO 0.45 MILE TO HIGHWAY MILE POLE 11 AND A SIDE ROAD LEFT.
 DB0236'TURN LEFT, NORTH, ALONG THE EAST SIDE OF A CANAL AND GO 0.15
 DB0236'MILE TO A EAST-WEST CANAL AND THE STATION ON THE LEFT.
 DB0236'
 DB0236'THE STATION, WITH UNDERGROUND MARK, STAMPED ARABY 1960, IS A
 DB0236'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DB0236'PROJECTING 3 INCHES.
 DB0236'
 DB0236'REFERENCE MARK NO. 1, STAMPED ARABY NO 1 1960, IS A STANDARD
 DB0236'DISK CEMENTED IN THE CENTER OF THE WEST CONCRETE WINGWALL AT
 DB0236'THE NORTHWEST CORNER OF THE BRIDGE, 12-1/2 FEET WEST OF THE
 DB0236'CENTERLINE OF A NORTH-SOUTH ROAD, 1 FOOT WEST OF THE NORTHWEST
 DB0236'CORNER OF THE BRIDGE AND ABOUT THE SAME ELEVATION AS THE
 DB0236'STATION.
 DB0236'
 DB0236'THE U.S. BUREAU OF RECLAMATION MARK, STAMPED 216.455, IS A
 DB0236'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 DB0236'CONCRETE BANK OF THE NORTH-SOUTH CANAL, 3.3 FEET SOUTH OF THE
 DB0236'SOUTH BANK OF THE EAST-WEST CANAL AND ABOUT 1 FOOT LOWER THAN
 DB0236'THE STATION.
 DB0236'
 DB0236'THE BENCH MARK, STAMPED P 353 1960, IS A STANDARD DISK SET
 DB0236'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 89 FEET SOUTH OF
 DB0236'THE CENTERLINE OF U.S. HIGHWAY 80, 83 FEET EAST OF THE CENTER
 DB0236'OF A NORTH-SOUTH GRAVEL ROAD, 57 FEET SOUTH OF HIGHWAY MILE
 DB0236'POLE 12, 55-1/2 FEET SOUTH OF A POWER POLE AND 3 FEET NORTH OF
 DB0236'A METAL WITNESS POST WITH SIGN.  TO REACH FROM THE STATION GO
 DB0236'SOUTH 0.15 MILE TO U.S. HIGHWAY 80, THENCE EAST ON THE HIGHWAY
 DB0236'1.0 MILE TO MILE POLE 12, A NORTH-SOUTH GRAVEL ROAD AND THE
 DB0236'MARK ON THE RIGHT.
 DB0236'
 DB0236'2 WHEEL DRIVE
 DB0236
 DB0236                          STATION RECOVERY (1960)
 DB0236
 DB0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0236'0.8 MI E FROM ARABY.
 DB0236'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0236'ON CANAL ROAD, 36.68 FEET EAST OF 216.455 (USBR), 30.58 FEET
 DB0236'SOUTH OF R.M. 1, 14 1/2 FEET WEST OF THE CENTERLINE OF A
 DB0236'NORTH-SOUTH ROAD, 4.3 FEET NORTHEAST OF A METAL WITNESS POST
 DB0236'WITH SIGN, 3.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A CANAL
 DB0236'BRIDGE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0236'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0236'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0236'ROAD, AT A BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) SOUTH OF REFERENCE
 DB0236'MARK NO 1, 4.5 M (14.5 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD,
 DB0236'1.1 M (3.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
 DB0236'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0236'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0236'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0236'ROAD, AT A BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) SOUTH OF REFERENCE
 DB0236'MARK NO 1, 4.5 M (14.5 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD,
 DB0236'1.1 M (3.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
 DB0236'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0236'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0235 ***********************************************************************
 DB0235  DESIGNATION -  ARABY RM 1
 DB0235  PID         -  DB0235
 DB0235  STATE/COUNTY-  AZ/YUMA
 DB0235  USGS QUAD   -  YUMA EAST (1994)
 DB0235
 DB0235                         *CURRENT SURVEY CONTROL
 DB0235  ___________________________________________________________________
 DB0235* NAD 83(1986)-  32 40 17.     (N)    114 30 46.     (W)     SCALED    
 DB0235* NAVD 88     -        67.028  (meters)     219.91   (feet)  ADJUSTED  
 DB0235  ___________________________________________________________________
 DB0235  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0235  DYNAMIC HT  -          66.950 (meters)     219.65  (feet)  COMP
 DB0235  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 DB0235
 DB0235  VERT ORDER  -  FIRST     CLASS II
 DB0235
 DB0235.The horizontal coordinates were scaled from a topographic map and have
 DB0235.an estimated accuracy of +/- 6 seconds.
 DB0235
 DB0235.The orthometric height was determined by differential leveling
 DB0235.and adjusted by the National Geodetic Survey in June 1991..
 DB0235
 DB0235.The geoid height was determined by GEOID03.
 DB0235
 DB0235.The dynamic height is computed by dividing the NAVD 88
 DB0235.geopotential number by the normal gravity value computed on the
 DB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0235.degrees latitude (g = 980.6199 gals.).
 DB0235
 DB0235.The modeled gravity was interpolated from observed gravity values.
 DB0235
 DB0235;                    North         East    Units  Estimated Accuracy
 DB0235;SPC AZ W     -   185,580.      141,820.      MT  (+/- 180 meters Scaled)
 DB0235
 DB0235                          SUPERSEDED SURVEY CONTROL
 DB0235
 DB0235  NGVD 29 (??/??/??)   66.377  (m)          217.77   (f) ADJUSTED    1 2
 DB0235
 DB0235.Superseded values are not recommended for survey control.
 DB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0235.See file dsdata.txt to determine how the superseded data were derived.
 DB0235
 DB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS332175(NAD 83)
 DB0235_MARKER: DR = REFERENCE MARK DISK
 DB0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0235_SP_SET: BRIDGE
 DB0235_STAMPING: ARABY NO 1 1960
 DB0235_MARK LOGO: CGS   
 DB0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0235
 DB0235  HISTORY     - Date     Condition        Report By
 DB0235  HISTORY     - 1960     MONUMENTED       CGS
 DB0235  HISTORY     - 1981     GOOD             NGS
 DB0235  HISTORY     - 1981     GOOD             NGS
 DB0235  HISTORY     - 19950524 GOOD             USPSQD
 DB0235
 DB0235                          STATION DESCRIPTION
 DB0235
 DB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0235'0.8 MI E FROM ARABY.
 DB0235'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0235'ON CANAL ROAD, 30.58 FEET NORTH OF THE STATION MARK, 12 1/2 FEET
 DB0235'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, SET IN A DRILL HOLE
 DB0235'IN THE WEST WINGWALL AT THE NORTHWEST CORNER OF A CANAL BRIDGE.
 DB0235
 DB0235                          STATION RECOVERY (1981)
 DB0235
 DB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0235'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0235'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0235'ROAD, SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A ROAD
 DB0235'BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) NORTH OF TRIANGULATION
 DB0235'STATION ARABY, 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DB0235'ROAD.
 DB0235'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0235
 DB0235                          STATION RECOVERY (1981)
 DB0235
 DB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0235'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0235'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0235'ROAD, SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A ROAD
 DB0235'BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) NORTH OF TRIANGULATION
 DB0235'STATION ARABY, 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DB0235'ROAD.
 DB0235'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0235
 DB0235                          STATION RECOVERY (1995)
 DB0235
 DB0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0547 ***********************************************************************
 GP0547  DESIGNATION -  ARC
 GP0547  PID         -  GP0547
 GP0547  STATE/COUNTY-  AZ/COCONINO
 GP0547  USGS QUAD   -  FACE CANYON (1985)
 GP0547
 GP0547                         *CURRENT SURVEY CONTROL
 GP0547  ___________________________________________________________________
 GP0547* NAD 83(1992)-  36 55 02.56498(N)    111 14 02.35950(W)     ADJUSTED  
 GP0547* NAVD 88     -      1746.8    (meters)    5731.     (feet)  VERTCON   
 GP0547  ___________________________________________________________________
 GP0547  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 GP0547  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0547
 GP0547  HORZ ORDER  -  THIRD
 GP0547
 GP0547.The horizontal coordinates were established by classical geodetic methods
 GP0547.and adjusted by the National Geodetic Survey in November 1997..
 GP0547
 GP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0547
 GP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0547
 GP0547.The geoid height was determined by GEOID03.
 GP0547
 GP0547;                    North         East     Units Scale Factor Converg.
 GP0547;SPC AZ C     -   656,519.682   274,186.308   MT  0.99994556   +0 24 36.3
 GP0547;SPC AZ C     - 2,153,935.96    899,561.38   iFT  0.99994556   +0 24 36.3
 GP0547;UTM  12      - 4,085,732.599   479,158.081   MT  0.99960535   -0 08 26.0
 GP0547
 GP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0547!SPC AZ C     -   0.99972960  x   0.99994556  =   0.99967517
 GP0547!UTM  12      -   0.99972960  x   0.99960535  =   0.99933506
 GP0547
 GP0547|---------------------------------------------------------------------|
 GP0547| PID    Reference Object                     Distance      Geod. Az  |
 GP0547|                                                           dddmmss.s |
 GP0547| GP0552 ARC OFFSET 2                         54.973 METERS 01833     |
 GP0547| GP0553 ARC OFFSET 1                         33.757 METERS 17016     |
 GP0547| GP0556 TOWER                               APPROX. 8.9 KM 3102304.9 |
 GP0547|---------------------------------------------------------------------|
 GP0547
 GP0547                          SUPERSEDED SURVEY CONTROL
 GP0547
 GP0547  NAD 83(1992)-  36 55 02.56432(N)    111 14 02.35976(W) AD(       ) 3
 GP0547  NAD 83(1986)-  36 55 02.55589(N)    111 14 02.36148(W) AD(       ) 3
 GP0547  NAD 27      -  36 55 02.58805(N)    111 13 59.83036(W) AD(       ) 3
 GP0547  NGVD 29 (07/19/86) 1745.8    (m)         5728.     (f) VERT ANG       
 GP0547
 GP0547.Superseded values are not recommended for survey control.
 GP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0547.See file dsdata.txt to determine how the superseded data were derived.
 GP0547
 GP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7915885733(NAD 83)
 GP0547_MARKER: DD = SURVEY DISK
 GP0547_SETTING: 66 = SET IN ROCK OUTCROP
 GP0547_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0547+STABILITY: POSITION/ELEVATION WELL
 GP0547
 GP0547  HISTORY     - Date     Condition        Report By
 GP0547  HISTORY     - 1954     MONUMENTED       USGS
 GP0547  HISTORY     - 1959     GOOD             USGS
 GP0547  HISTORY     - 1963     GOOD             CGS
 GP0547
 GP0547                          STATION DESCRIPTION
 GP0547
 GP0547'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0547'LOCATED ABOUT 23 MI NE. OF NAVAJO BRIDGE, 21 MI WSW. OF NAVAJO
 GP0547'MTN., 6 MI SE. OF TOWER BUTTE, 2 MI NE. OF NAVAJO CREEK.  ON MOST
 GP0547'SOUTHERN OF N.-S. CHAIN OF BUTTES, IN CENTER OF VERTICAL-WALLED
 GP0547'BUTTE, ABOUT 800 FT ESE. OF WESTERN END AND 220 FT S. OF NORTH
 GP0547'RIM.
 GP0547'
 GP0547'REACHED BY HELICOPTER.  THIS BUTTE WOULD BE VERY DIFFICULT AND
 GP0547'DANGEROUS TO CLIMB.
 GP0547'
 GP0547'STATION MARK--STANDARD TABLET STAMPED---ARC 1954---, CEMENTED IN
 GP0547'DRILL HOLE ON TOP OF SANDSTOE OUTCROP SET FLUSH WITH GROUND.
 GP0547'
 GP0547'RMS--NONE SET.
 GP0547
 GP0547                          STATION RECOVERY (1959)
 GP0547
 GP0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (WLS)
 GP0547'STATION FOUND AS DESCRIBED, MARK RECOVERED IN GOOD CONDITION.
 GP0547
 GP0547                          STATION RECOVERY (1963)
 GP0547
 GP0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GP0547'RECOVERED IN GOOD CONDITION.
 GP0547'
 GP0547'STATION MARK--STANDARD TABLET, STAMPED ---ARC 1954---, CEMENTED IN
 GP0547'DRILL HOLE ON TOP OF SANDSTONE OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2141 ***********************************************************************
 DV2141  DESIGNATION -  ARCHES
 DV2141  PID         -  DV2141
 DV2141  STATE/COUNTY-  AZ/MARICOPA
 DV2141  USGS QUAD   -  BUCKEYE (1976)
 DV2141
 DV2141                         *CURRENT SURVEY CONTROL
 DV2141  ___________________________________________________________________
 DV2141* NAD 83(1992)-  33 22 12.27189(N)    112 37 27.61654(W)     ADJUSTED  
 DV2141* NAVD 88     -       267.117  (meters)     876.37   (feet)  ADJUSTED  
 DV2141  ___________________________________________________________________
 DV2141  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DV2141  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV2141  DYNAMIC HT  -         266.811 (meters)     875.36  (feet)  COMP
 DV2141  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 DV2141
 DV2141  HORZ ORDER  -  FIRST
 DV2141  VERT ORDER  -  FIRST     CLASS II
 DV2141
 DV2141.The horizontal coordinates were established by classical geodetic methods
 DV2141.and adjusted by the National Geodetic Survey in August 1993..
 DV2141
 DV2141.The orthometric height was determined by differential leveling
 DV2141.and adjusted by the National Geodetic Survey in November 1993..
 DV2141
 DV2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2141
 DV2141.The geoid height was determined by GEOID03.
 DV2141
 DV2141.The dynamic height is computed by dividing the NAVD 88
 DV2141.geopotential number by the normal gravity value computed on the
 DV2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2141.degrees latitude (g = 980.6199 gals.).
 DV2141
 DV2141.The modeled gravity was interpolated from observed gravity values.
 DV2141
 DV2141;                    North         East     Units Scale Factor Converg.
 DV2141;SPC AZ C     -   263,015.376   147,509.238   MT  0.99995345   -0 23 21.4
 DV2141;SPC AZ C     -   862,911.34    483,954.19   iFT  0.99995345   -0 23 21.4
 DV2141;UTM  12      - 3,693,493.154   348,889.698   MT  0.99988153   -0 53 37.1
 DV2141
 DV2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2141!SPC AZ C     -   0.99996289  x   0.99995345  =   0.99991634
 DV2141!UTM  12      -   0.99996289  x   0.99988153  =   0.99984442
 DV2141
 DV2141|---------------------------------------------------------------------|
 DV2141| PID    Reference Object                     Distance      Geod. Az  |
 DV2141|                                                           dddmmss.s |
 DV2141| CH4240 ARCHES RM 1                          14.635 METERS 07310     |
 DV2141| CH4239 ARCHES AZ MK                                       0874643.9 |
 DV2141| CH6123 PM 868A G                                          1865206.4 |
 DV2141| CH4241 ARCHES RM 2                          14.774 METERS 26241     |
 DV2141|---------------------------------------------------------------------|
 DV2141
 DV2141                          SUPERSEDED SURVEY CONTROL
 DV2141
 DV2141  NAD 83(1986)-  33 22 12.26526(N)    112 37 27.62199(W) AD(       ) 1
 DV2141  NAD 27      -  33 22 12.11300(N)    112 37 25.02400(W) AD(       ) 1
 DV2141  NGVD 29 (07/19/86)  267.     (m)          876.     (f) VERT ANG       
 DV2141
 DV2141.Superseded values are not recommended for survey control.
 DV2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2141.See file dsdata.txt to determine how the superseded data were derived.
 DV2141
 DV2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4889093493(NAD 83)
 DV2141_MARKER: DS = TRIANGULATION STATION DISK
 DV2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2141_SP_SET: CONCRETE POST
 DV2141_STAMPING: ARCHES 1934
 DV2141_MARK LOGO: CGS   
 DV2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2141+STABILITY: SURFACE MOTION
 DV2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2141+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 DV2141
 DV2141  HISTORY     - Date     Condition        Report By
 DV2141  HISTORY     - 1934     MONUMENTED       CGS
 DV2141  HISTORY     - 1934     GOOD             CGS
 DV2141  HISTORY     - 1970     GOOD             NGS
 DV2141  HISTORY     - 1979     GOOD             USE
 DV2141  HISTORY     - 19920316 GOOD             NGS
 DV2141  HISTORY     - 20000622 GOOD             AZDT
 DV2141
 DV2141                          STATION DESCRIPTION
 DV2141
 DV2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2141'TWO MILES WEST OF BUCKEYE ON U.S. HIGHWAY NO. 80 AND 0.1 MILE
 DV2141'WEST OF ARCHES SERVICE STATION, AT THE EAST END OF A CURVE
 DV2141'IN THE HIGHWAY.  (WHERE HIGHWAY TURNS SOUTH THERE IS ANOTHER
 DV2141'PAVED ROAD MAKING A JUNCTION THAT IS 0.1 MILE WEST OF THE
 DV2141'SERVICE STATION.) ON THE SOUTH SIDE OF THE ROAD, AND ON THE
 DV2141'SOUTH SIDE OF A FENCE, BETWEEN THE FENCE AND AN IRRIGATION
 DV2141'DITCH AND OPPOSITE A SIGN THAT READS WHITE HOUSE CABINS, 50
 DV2141'CENTS AND UP.  MARKED BY STANDARD BRONZE DISKS.
 DV2141'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2141'REFERENCE DISK, IS 14.516 METERS (47.62 FEET) FROM
 DV2141'STATION.  REFERENCE MARK NO. 2, A
 DV2141'STANDARD BRONZE REFERENCE DISK, IS 14.793 METERS
 DV2141'(48.53 FEET) FROM STATION.  THE
 DV2141'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 0.3
 DV2141'MILE FROM STATION, ON LEFT SIDE OF ROAD IN CULVERT.
 DV2141
 DV2141                          STATION RECOVERY (1934)
 DV2141
 DV2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DV2141'RECOVERED IN GOOD CONDITION.
 DV2141
 DV2141                          STATION RECOVERY (1970)
 DV2141
 DV2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2141'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 DV2141'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DISTURBED AND
 DV2141'IS LEANING TO THE EAST.  THE MARK IS SOLID AND STILL SERVES
 DV2141'THE PURPOSE SINCE THERE IS NO GOOD PLACE TO SET A NEW REFERENCE
 DV2141'MARK.  THE AZIMUTH MARK WAS DESTROYED IN CONSTRUCTION OF U.S.
 DV2141'HIGHWAY 80.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DV2141'
 DV2141'THE STATION IS LOCATED 2 MILES WEST OF BUCKEYE, 0.1 MILE NORTH
 DV2141'OF U.S. HIGHWAY 80 AND ALONG THE SOUTH SIDE OF AN OLD CONCRETE
 DV2141'ROAD.
 DV2141'
 DV2141'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET AND
 DV2141'U.S. HIGHWAY 80 IN BUCKEYE, GO WEST ALONG THE HIGHWAY FOR 1.85
 DV2141'MILE TO POINT WHERE THE HIGHWAY TURNS SOUTH, CONTINUE STRAIGHT
 DV2141'AHEAD FOR 0.15 MILE TO THE STATION ON THE LEFT JUST BEFORE
 DV2141'REACHING AN INTERSECTION.
 DV2141'
 DV2141'THE STATION MARK IS A STANDARD DISK STAMPED, ARCHES 1934.  IT
 DV2141'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH
 DV2141'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 DV2141'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF
 DV2141'POWER POLE NUMBER 2 OVER 17 AND 8 FEET SOUTH OF THE WITNESS POST.
 DV2141'
 DV2141'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ARCHES NO 1 1934.
 DV2141'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2141'LEANS TO THE EAST.  IT IS 40 FEET EAST OF THE POWER POLE, 30
 DV2141'FEET SOUTH OF THE CENTER LINE OF THE ROAD 10 FEET NORTH OF A
 DV2141'DITCH AND 3 FEET NORTH OF A FENCE LINE.
 DV2141'
 DV2141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ARCHES NO 2 1934.
 DV2141'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2141'PROJECTS ABOUT 3 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER
 DV2141'LINE OF THE ROAD, 54 FEET SOUTHWEST OF THE POWER POLE AND 9
 DV2141'FEET NORTH OF THE FENCE LINE.
 DV2141'
 DV2141'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT BENCH MARK
 DV2141'STAMPED, P AND M 868A G 1970.  IT IS SET IN THE TOP OF A
 DV2141'6-INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS 0.45
 DV2141'MILE SOUTHWEST OF THE STATION ALONG THE WEST RIGHT OF WAY FENCE
 DV2141'LINE, 78 FEET SOUTH OF POWER POLE NO. 39, ABOUT 100 FEET NORTH OF
 DV2141'A SIDE ROAD LEADING WEST AND 2 FEET EAST OF THE FENCE LINE AND
 DV2141'WITNESS SIGN.
 DV2141'
 DV2141'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2141'
 DV2141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST
 DV2141'OF BUCKEYE
 DV2141
 DV2141                          STATION RECOVERY (1979)
 DV2141
 DV2141'RECOVERY NOTE BY US ENGINEERS 1979 (FLC)
 DV2141'ARCHES 1934 RECOVERED GOOD.
 DV2141'
 DV2141'R. M.S 1 AND 2 DESTROYED.
 DV2141
 DV2141                          STATION RECOVERY (1992)
 DV2141
 DV2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV2141'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2141'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85, AT A
 DV2141'POINT WHERE THE ROAD TURNS SOUTH, 29.8 M (97.8 FT) WEST OF THE ROAD
 DV2141'CENTERLINE, 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 DV2141'3.0 M (9.8 FT) WEST OF UTILITY POLE NUMBER 2 17, 1.0 M (3.3 FT) BELOW
 DV2141'THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 DV2141'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV2141
 DV2141                          STATION RECOVERY (2000)
 DV2141
 DV2141'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2141'FOUND IN GOOD CONDITION BY LOCAL SURVEYOR, R.J..FISH RLS12317. THE
 DV2141'AZIMUTH MARK AND WAS FOUND DISLODGED AND LIES ON THE GROUND BENEATH
 DV2141'THE WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1652 ***********************************************************************
 DB1652  DESIGNATION -  ARENA
 DB1652  PID         -  DB1652
 DB1652  STATE/COUNTY-  AZ/YUMA
 DB1652  USGS QUAD   -  FORTUNA SW (1965)
 DB1652
 DB1652                         *CURRENT SURVEY CONTROL
 DB1652  ___________________________________________________________________
 DB1652* NAD 83(1992)-  32 34 14.23245(N)    114 25 58.84108(W)     ADJUSTED  
 DB1652* NAVD 88     -       132.3    (meters)     434.     (feet)  VERTCON   
 DB1652  ___________________________________________________________________
 DB1652  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 DB1652  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB1652
 DB1652  HORZ ORDER  -  THIRD
 DB1652
 DB1652.The horizontal coordinates were established by classical geodetic methods
 DB1652.and adjusted by the National Geodetic Survey in August 1993..
 DB1652
 DB1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1652
 DB1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1652
 DB1652.The geoid height was determined by GEOID03.
 DB1652
 DB1652;                    North         East     Units Scale Factor Converg.
 DB1652;SPC AZ W     -   174,349.395   149,226.642   MT  0.99998403   -0 22 03.7
 DB1652;SPC AZ W     -   572,012.45    489,588.72   iFT  0.99998403   -0 22 03.7
 DB1652;UTM  11      - 3,606,594.833   740,986.298   MT  1.00031618   +1 22 57.3
 DB1652
 DB1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1652!SPC AZ W     -   0.99998456  x   0.99998403  =   0.99996859
 DB1652!UTM  11      -   0.99998456  x   1.00031618  =   1.00030073
 DB1652
 DB1652                          SUPERSEDED SURVEY CONTROL
 DB1652
 DB1652  NAD 83(1986)-  32 34 14.23667(N)    114 25 58.84784(W) AD(       ) 3
 DB1652  NGVD 29 (04/26/91)  131.6    (m)          432.     (f) VERT ANG       
 DB1652
 DB1652.Superseded values are not recommended for survey control.
 DB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1652.See file dsdata.txt to determine how the superseded data were derived.
 DB1652
 DB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4098606595(NAD 83)
 DB1652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1652_SETTING: 80 = SET IN A BOULDER
 DB1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1652+STABILITY: SURFACE MOTION
 DB1652
 DB1652  HISTORY     - Date     Condition        Report By
 DB1652  HISTORY     - UNK      MONUMENTED       USGS
 DB1652  HISTORY     - 1964     GOOD             USGS
 DB1652
 DB1652                          STATION DESCRIPTION
 DB1652
 DB1652'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1652'RECOVERED IN GOOD CONDITION.
 DB1652'
 DB1652'TO REACH FROM THE CORNER OF 32ND STREET AND 4TH AVENUE AT SOUTH
 DB1652'EDGE OF YUMA, FOLLOW 32ND STREET (US HWY. 80) 12.9 MI E. TO POWER
 DB1652'LINE RD. ON RIGHT.  TURN RIGHT AND FOLLOW POWER LINE RD. 7.1 MI.
 DB1652'TURN RIGHT AND GO CROSS COUNTRY 1.5 MI TO STATION.
 DB1652'
 DB1652'RM 1--STANDARD TABLET, STAMPING UNKNOWN, BRAZED TO IRON PIPE IN
 DB1652'CONCRETE.
 DB1652'
 DB1652'RM 2--STANDARD TABLET, STAMPING UNKNOWN, BRAZED TO IRON PIPE IN
 DB1652'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1565 ***********************************************************************
 DA1565  DESIGNATION -  ARID
 DA1565  PID         -  DA1565
 DA1565  STATE/COUNTY-  AZ/MARICOPA
 DA1565  USGS QUAD   -  MIDWAY (1986)
 DA1565
 DA1565                         *CURRENT SURVEY CONTROL
 DA1565  ___________________________________________________________________
 DA1565* NAD 83(1992)-  32 41 08.34898(N)    112 51 19.45199(W)     ADJUSTED  
 DA1565* NAVD 88     -       329.23   (+/-2cm)    1080.1    (feet)  VERTCON   
 DA1565  ___________________________________________________________________
 DA1565  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DA1565  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DA1565
 DA1565  HORZ ORDER  -  SECOND
 DA1565  VERT ORDER  -  THIRD ? (See Below)
 DA1565
 DA1565.The horizontal coordinates were established by classical geodetic methods
 DA1565.and adjusted by the National Geodetic Survey in August 1993..
 DA1565
 DA1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1565.The vertical order pertains to the NGVD 29 superseded value.
 DA1565
 DA1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1565
 DA1565.The geoid height was determined by GEOID03.
 DA1565
 DA1565;                    North         East     Units Scale Factor Converg.
 DA1565;SPC AZ C     -   187,282.829   125,329.422   MT  0.99999553   -0 30 25.1
 DA1565;SPC AZ C     -   614,444.98    411,185.77   iFT  0.99999553   -0 30 25.1
 DA1565;UTM  12      - 3,617,960.536   326,051.172   MT  0.99997312   -1 00 08.0
 DA1565
 DA1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1565!SPC AZ C     -   0.99995324  x   0.99999553  =   0.99994877
 DA1565!UTM  12      -   0.99995324  x   0.99997312  =   0.99992636
 DA1565
 DA1565|---------------------------------------------------------------------|
 DA1565| PID    Reference Object                     Distance      Geod. Az  |
 DA1565|                                                           dddmmss.s |
 DA1565| CH4242 ARID RM 1                            12.820 METERS 01836     |
 DA1565| DA1577 BLACK                               APPROX. 7.8 KM 0201712.4 |
 DA1565| CH4243 ARID RM 2                            13.807 METERS 19758     |
 DA1565|---------------------------------------------------------------------|
 DA1565
 DA1565                          SUPERSEDED SURVEY CONTROL
 DA1565
 DA1565  NAD 83(1986)-  32 41 08.34342(N)    112 51 19.45887(W) AD(       ) 2
 DA1565  NAD 27      -  32 41 08.15810(N)    112 51 16.86703(W) AD(       ) 2
 DA1565  NGVD 29 (07/19/86)  328.60   (m)         1078.1    (f) LEVELING    3  
 DA1565
 DA1565.Superseded values are not recommended for survey control.
 DA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1565.See file dsdata.txt to determine how the superseded data were derived.
 DA1565
 DA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2605117961(NAD 83)
 DA1565_MARKER: DD = SURVEY DISK
 DA1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1565+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1565
 DA1565  HISTORY     - Date     Condition        Report By
 DA1565  HISTORY     - 1975     MONUMENTED       AZDT
 DA1565  HISTORY     - 19970216 GOOD             USPSQD
 DA1565  HISTORY     - 20060220 GOOD             USPSQD
 DA1565
 DA1565                          STATION DESCRIPTION
 DA1565
 DA1565'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1565'THE STATION IS LOCATED ABOUT 19.7 MILES SOUTHWEST OF GILA
 DA1565'BEND ALONG THE WEST RIGHT-OF-WAY OF STATE HWY. 85.
 DA1565'
 DA1565'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED ARID
 DA1565'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1565'STATION IS 88 FEET NORTH OF MILE POST 20, 135 FEET WEST OF THE
 DA1565'CENTERLINE OF STATE HWY. 85, 64 FEET EAST OF THE WEST
 DA1565'RIGHT-OF-WAY FENCE AND 2.5 FEET EAST OF A WITNESS POST.
 DA1565'
 DA1565'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1565'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1565'RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 42.3 FEET NORTH OF A
 DA1565'WITNESS POST, 68.3 FEET EAST OF A RIGHT-OF-WAY FENCE AND 131
 DA1565'FEET WEST OF HWY. CENTERLINE.
 DA1565'
 DA1565'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1565'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1565'RIGHT-OF-WAY OF STATE ROUTE 85, 45.3 FEET SOUTH OF A WITNESS
 DA1565'POST, 60.5 FEET EAST OF RIGHT-OF-WAY FENCE, 95 FEET NORTHEAST
 DA1565'OF UTILITY POLE 205 AND 139.5 FEET WEST OF HWY. CENTERLINE.
 DA1565'
 DA1565'TO REACH THE STATION FROM MARTIN AVE AND U.S. HWY. 80 IN
 DA1565'GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1565'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS
 DA1565'AND CONTINUE SOUTHERLY ON STATE 85 TO MILE POST 20 (19.5 MILES)
 DA1565'AND STATION ON THE RIGHT IN THE WEST RIGHT-OF-WAY.
 DA1565'
 DA1565'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1565
 DA1565                          STATION RECOVERY (1997)
 DA1565
 DA1565'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1565'RECOVERED IN GOOD CONDITION.
 DA1565
 DA1565                          STATION RECOVERY (2006)
 DA1565
 DA1565'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1085 ***********************************************************************
 CY1085  DESIGNATION -  ARIMEX
 CY1085  PID         -  CY1085
 CY1085  STATE/COUNTY-  AZ/GREENLEE
 CY1085  USGS QUAD   -  GOAT CAMP SPRING (1986)
 CY1085
 CY1085                         *CURRENT SURVEY CONTROL
 CY1085  ___________________________________________________________________
 CY1085* NAD 83(1992)-  32 46 02.53312(N)    109 02 52.16754(W)     ADJUSTED  
 CY1085* NAVD 88     -      1279.4    (meters)    4197.     (feet)  VERTCON   
 CY1085  ___________________________________________________________________
 CY1085  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 CY1085  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CY1085
 CY1085  HORZ ORDER  -  FIRST
 CY1085
 CY1085.The horizontal coordinates were established by classical geodetic methods
 CY1085.and adjusted by the National Geodetic Survey in August 1993..
 CY1085
 CY1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1085
 CY1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1085
 CY1085.The geoid height was determined by GEOID03.
 CY1085
 CY1085;                    North         East     Units Scale Factor Converg.
 CY1085;SPC AZ E     -   196,508.918   318,185.239   MT  1.00003545   +0 36 20.2
 CY1085;SPC AZ E     -   644,714.30  1,043,914.83   iFT  1.00003545   +0 36 20.2
 CY1085;UTM  12      - 3,627,184.470   682,855.950   MT  1.00001230   +1 03 24.7
 CY1085
 CY1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1085!SPC AZ E     -   0.99980321  x   1.00003545  =   0.99983865
 CY1085!UTM  12      -   0.99980321  x   1.00001230  =   0.99981550
 CY1085
 CY1085|---------------------------------------------------------------------|
 CY1085| PID    Reference Object                     Distance      Geod. Az  |
 CY1085|                                                           dddmmss.s |
 CY1085| CC5973 ARIMEX RM 1                           9.929 METERS 10657     |
 CY1085| CR7665 ARIMEX RM 4                          12.172 METERS 20154     |
 CY1085| CC5975 ARIMEX RM 3 AZIMUTH                                2523933.2 |
 CY1085| CR7664 ARIMEX AZ MK                                       2523946.4 |
 CY1085| CC5974 ARIMEX RM 2                          20.250 METERS 25501     |
 CY1085|---------------------------------------------------------------------|
 CY1085
 CY1085                          SUPERSEDED SURVEY CONTROL
 CY1085
 CY1085  NAD 83(1986)-  32 46 02.52668(N)    109 02 52.16936(W) AD(       ) 1
 CY1085  NAD 27      -  32 46 02.27213(N)    109 02 49.94258(W) AD(       ) 1
 CY1085  NGVD 29 (02/22/88) 1278.7    (m)         4195.     (f) VERT ANG       
 CY1085
 CY1085.Superseded values are not recommended for survey control.
 CY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1085.See file dsdata.txt to determine how the superseded data were derived.
 CY1085
 CY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8285627184(NAD 83)
 CY1085_MARKER: DS = TRIANGULATION STATION DISK
 CY1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1085+STABILITY: SURFACE MOTION
 CY1085
 CY1085  HISTORY     - Date     Condition        Report By
 CY1085  HISTORY     - 1934     MONUMENTED       CGS
 CY1085  HISTORY     - 1964     GOOD             CGS
 CY1085  HISTORY     - 1968     GOOD             AMS
 CY1085  HISTORY     - 1983     GOOD             AZDT
 CY1085
 CY1085                          STATION DESCRIPTION
 CY1085
 CY1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CY1085'ABOUT 4.0 MILES NE OF DUNCAN, ARIZONA, ON ARIZONA-NEW MEXICO
 CY1085'BOUNDARY.
 CY1085'
 CY1085'STATION IS MARKED WITH A STANDARD DISK SET IN CONCRETE.
 CY1085'THERE MAY BE AN UNDERGROUND MARK,
 CY1085'A STANDARD DISK SET IN CONCRETE.
 CY1085'
 CY1085'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CY1085'
 CY1085'REFERENCE MARK NO. 1 IS 9.938 METERS (32.60 FEET) FROM STATION
 CY1085'S 73 DEG 03 MIN E.
 CY1085'
 CY1085'REFERENCE MARK NO. 2 IS ON W SIDE OF ROAD, AND 20.250 METERS
 CY1085'(66.44 FEET) FROM STATION S 75 DEG 01 MIN W.
 CY1085'
 CY1085'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 75 FEET NW OF
 CY1085'ROAD AT POINT WHERE ROAD MAKES TURN TO S AND GOES DOWN INTO
 CY1085'VALLEY TO W, AND 0.35 MILE FROM STATION S 72 DEG 40 MIN W.
 CY1085'
 CY1085'TO REACH FROM POST OFFICE IN DUNCAN GO E ACROSS GILA RIVER
 CY1085'BRIDGE, TURN LEFT (N) AND GO 0.7 MILE (FROM POST OFFICE),
 CY1085'TURN RIGHT (E) AND GO 0.4 MILE, TURN LEFT (N) AND GO 3.9
 CY1085'MILES TO STATION SITE ABOUT 13 FEET E OF CENTER OF ROAD.
 CY1085
 CY1085                          STATION RECOVERY (1964)
 CY1085
 CY1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CY1085'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CY1085'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 CY1085'LYING ON ITS SIDE NEAR THE STATION MARK.  A NEW DESCRIPTION
 CY1085'TO REACH THE STATION FOLLOWS.
 CY1085'
 CY1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 CY1085'75 IN DUNCAN, ARIZONA, GO NORTH ON HIGHWAY 75 (ACROSS THE
 CY1085'GILA RIVER BRIDGE) 0.55 MILE (PASSING A SIDE ROAD LEFT JUST
 CY1085'AFTER CROSSING THE BRIDGE) TO A FORK, TURN LEFT AND GO WEST
 CY1085'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CY1085'ON GRAVELED ROAD 3.35 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CY1085'CONTINUE NORTH 0.35 MILE TO THE MARK ON THE RIGHT.
 CY1085'
 CY1085'ASTRO PARTY 363 VISITED THIS STATION.
 CY1085
 CY1085                          STATION RECOVERY (1968)
 CY1085
 CY1085'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1085'STATION IS LOCATED APPROXIMATELY 4.8 AIRMILES (NE) OF DUNCAN,
 CY1085'ARIZONA AND 35.1 AIRMILES (NW) OF LORDSBURG, NEW MEXICO.
 CY1085'
 CY1085'TO REACH FROM INTERSECTION OF U.S. HWY 70 AND ARIZONA 75 IN
 CY1085'DUNCAN, ARIZONA GO 1.2 MI (ENE) ON ARIZONA 75 TO JCT WITH
 CY1085'IMPROVED DIRT ROAD RIGHT, TURN RIGHT (E) AND GO 3.8 MI TO
 CY1085'STATION SITE ON (S) SIDE OF ROAD.  MARK IS LOCATED 6.3 M (SSE)
 CY1085'FROM CENTERLINE ROAD.  11.60 M (SSE) OF FENCE.  33.60 M (SSW)
 CY1085'FROM FENCE CORNER.
 CY1085'
 CY1085'STATION IS MARKED BY USC AND GS BRONZE DISK SET IN 10 IN X 10 IN
 CY1085'CONCRETE POST PROTRUDING 0.204 M ABOVE GROUND AND STAMPED
 CY1085'ARIMEX 1934.
 CY1085'
 CY1085'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A 10 IN X 10 IN
 CY1085'CONCRETE POST PROTRUDING 0.07 M ABOVE GROUND AND STAMPED
 CY1085'ARIMEX NO 1 1934.  FROM THE STATION IT IS (ESE) ON A MAG AZ
 CY1085'100 DEG AT A DISTANCE OF 9.94 M AND A DE OF -0.38 M.
 CY1085'
 CY1085'R.M. 2 IS DESTROYED (VERIFIED BY HIGHWAY DEPARTMENT).
 CY1085'
 CY1085'R.M. 3 IS A USC AND GS BRONZE DISK SET IN A 10 IN X 10 IN CONCRETE
 CY1085'POST FLUSH WITH GROUND AND STAMPED ARIMEX NO 3 1934.
 CY1085'FROM THE STATION IT IS (WSW) ON A MAG AZ OF 250 DEG AT A
 CY1085'DISTANCE OF 0.35 MILES.  R.M. 3 IS THE AZIMUTH MARK FOR ARIMEX.
 CY1085
 CY1085                          STATION RECOVERY (1983)
 CY1085
 CY1085'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1085'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 CY1085'2 HAS BEEN DESTROYED AND REFERENCE MARK 4 WAS ESTABLISHED AT THIS
 CY1085'TIME.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY1085'
 CY1085'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, TRAVEL NORTH FOR
 CY1085'0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.  TRAVEL NORTHEAST
 CY1085'ALONG SR 75 FOR 1.2 MILES TO MILEPOST 380.2 AND A SIDE ROAD ON THE
 CY1085'RIGHT.  TURN RIGHT AND TRAVEL NORTHEAST FOR 3.7 MILES TO THE TOP OF A
 CY1085'GRADE AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0519 ***********************************************************************
 CG0519  DESIGNATION -  ARIVACA
 CG0519  PID         -  CG0519
 CG0519  STATE/COUNTY-  AZ/PIMA
 CG0519  USGS QUAD   -  ARIVACA (1979)
 CG0519
 CG0519                         *CURRENT SURVEY CONTROL
 CG0519  ___________________________________________________________________
 CG0519* NAD 83(1992)-  31 34 48.04102(N)    111 19 02.50792(W)     ADJUSTED  
 CG0519* NAVD 88     -      1133.55   (+/-2cm)    3719.0    (feet)  VERTCON   
 CG0519  ___________________________________________________________________
 CG0519  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CG0519  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0519
 CG0519  HORZ ORDER  -  FIRST
 CG0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0519
 CG0519.The horizontal coordinates were established by classical geodetic methods
 CG0519.and adjusted by the National Geodetic Survey in August 1993..
 CG0519
 CG0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0519.The vertical order pertains to the NGVD 29 superseded value.
 CG0519
 CG0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0519
 CG0519.The geoid height was determined by GEOID03.
 CG0519
 CG0519;                    North         East     Units Scale Factor Converg.
 CG0519;SPC AZ C     -    64,457.816   270,241.453   MT  0.99993989   +0 18 49.9
 CG0519;SPC AZ C     -   211,475.77    886,618.94   iFT  0.99993989   +0 18 49.9
 CG0519;UTM  12      - 3,493,928.339   469,887.433   MT  0.99961118   -0 09 58.3
 CG0519
 CG0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0519!SPC AZ C     -   0.99982673  x   0.99993989  =   0.99976663
 CG0519!UTM  12      -   0.99982673  x   0.99961118  =   0.99943798
 CG0519
 CG0519|---------------------------------------------------------------------|
 CG0519| PID    Reference Object                     Distance      Geod. Az  |
 CG0519|                                                           dddmmss.s |
 CG0519| CG0520 ARIVACA RM 1                         19.303 METERS 00937     |
 CG0519| CG1096 ARIVACA WATER TANK APEX             APPROX. 0.7 KM 2175915.5 |
 CG0519| CG0521 ARIVACA RM 2                         21.185 METERS 28102     |
 CG0519| CG0523 ARIVACA RM 3 AZIMUTH                               3485917.3 |
 CG0519|---------------------------------------------------------------------|
 CG0519
 CG0519                          SUPERSEDED SURVEY CONTROL
 CG0519
 CG0519  NAD 83(1986)-  31 34 48.03059(N)    111 19 02.50604(W) AD(       ) 1
 CG0519  NAD 27      -  31 34 47.70800(N)    111 19 00.15400(W) AD(       ) 1
 CG0519  NGVD 29 (??/??/92) 1132.720  (m)         3716.27   (f) ADJ UNCH    2 0
 CG0519
 CG0519.Superseded values are not recommended for survey control.
 CG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0519.See file dsdata.txt to determine how the superseded data were derived.
 CG0519
 CG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6988793928(NAD 83)
 CG0519_MARKER: DS = TRIANGULATION STATION DISK
 CG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0519_STAMPING: ARIVACA 1935
 CG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0519+STABILITY: SURFACE MOTION
 CG0519
 CG0519  HISTORY     - Date     Condition        Report By
 CG0519  HISTORY     - 1935     MONUMENTED       CGS
 CG0519  HISTORY     - 1951     GOOD             CGS
 CG0519  HISTORY     - 1951     GOOD             NGS
 CG0519  HISTORY     - 20010331 GOOD             NGS
 CG0519
 CG0519                          STATION DESCRIPTION
 CG0519
 CG0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0519'ALONG THE ARIVACA-KINSLEY ROAD, ON THE FIRST RISE AFTER LEAVING
 CG0519'ARIVACA.  TO REACH FROM THE POST OFFICE IN ARIVACA, TAKE THE
 CG0519'KINSLEY-TUCSON ROAD FOR 0.8 MILE, TURN LEFT ON THE MAIN TRAVELED
 CG0519'ROAD AND GO 0.2 MILE TO TOP OF RISE AND STATION.  STATION IS ABOUT
 CG0519'10 FEET OFF THE EAST SIDE OF ROAD.  MARKED BY A STANDARD BRONZE
 CG0519'DISK. REFERENCE MARK NO. 1, A STANDARD
 CG0519'BRONZE REFERENCE DISK, IS 19.303 METERS (63.33 FEET)
 CG0519'FROM STATION N 8 DEG 37 MIN E. REFERENCE MARK NO. 2,
 CG0519'A STANDARD BRONZE REFERENCE DISK, IS 21.185 METERS
 CG0519'(69.50 FEET) FROM STATION N 78 DEG 58 MIN W.
 CG0519'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ABOUT 15
 CG0519'FEET OFF THE WEST SIDE OF ROAD AND ONE-FOURTH MILE FROM
 CG0519'STATION N 11 DEG 02 MIN W.
 CG0519
 CG0519                          STATION RECOVERY (1951)
 CG0519
 CG0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0519'STATION, REFERENCE, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CG0519'WITNESS POST PLACED AT AZIMUTH MARK AND R.M. 2.  DESCRIPTION
 CG0519'FOLLOWS--
 CG0519'
 CG0519'ALONG THE ARIVACA-KINSLEY ROAD, 1 MILE NE OF THE ARIVACA POST
 CG0519'OFFICE AND SCHOOL ON THE FIRST RISE AFTER LEAVING ARIVACA.
 CG0519'
 CG0519'TO REACH FROM THE POST OFFICE OR SCHOOL IN ARIVACA, FOLLOW THE
 CG0519'ARIVACA-KINSLEY ROAD FOR 0.8 MILE E TO A T-JUNCTION AND THENCE
 CG0519'0.2 MILE N TO THE TOP OF A RISE AND THE STATION.
 CG0519'
 CG0519'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'1935.  IT IS 69.5 FEET E ACROSS THE ROAD FROM R.M. 2, 63.3 FEET
 CG0519'S OF R.M. 1, 30 FEET E OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0519'LEVEL WITH THE ROAD.
 CG0519'
 CG0519'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'NO 1 1935.  IT IS 92.8 FEET NE ACROSS THE ROAD FROM R.M. 2,
 CG0519'29-1/2 FEET E OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 CG0519'WITH THE ROAD.
 CG0519'
 CG0519'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA NO 2
 CG0519'1935.  IT IS 42-1/2 FEET W OF THE CENTER LINE OF THE ROAD, 1.3
 CG0519'FEET S OF THE WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 CG0519'
 CG0519'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'NO 3 1935.  IT IS 0.4 MILE N OF THE STATION, 34-1/2 FEET W OF
 CG0519'THE CENTER LINE OF THE ROAD, 1.7 FEET N OF THE WITNESS POST, AND
 CG0519'ABOUT LEVEL WITH THE ROAD.
 CG0519'
 CG0519'WITNESS POSTS MADE OF 4- BY 4-INCH POSTS PAINTED WHITE WITH THE
 CG0519'LETTERS USBM STENCILED ON THEM AND PROJECTING 18 INCHES ABOVE
 CG0519'THE GROUND, WERE PLACED 1.7 FEET S OF THE AZIMUTH MARK AND 1.3
 CG0519'FEET N OF R.M. 2.
 CG0519'
 CG0519'DISTANCES BETWEEN REFERENCE MARKS WERE MEASURED TO THE TENTH
 CG0519'OF A FOOT, DIRECTIONS WERE NOT CHECKED.
 CG0519
 CG0519                          STATION RECOVERY (1951)
 CG0519
 CG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0519'1 MI E FROM ARIVACA.
 CG0519'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0519'THENCE 0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A
 CG0519'RIDGE WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH, AT THE WEST
 CG0519'EDGE OF A PILE OF ROCKS, 69.5 FEET EAST ACROSS THE ROAD FROM R. M. NO.
 CG0519'2, 63.3 FEET SOUTH OF R. M. NO. 1, 30 FEET EAST OF THE CENTER LINE OF
 CG0519'THE ROAD, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0519'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0519
 CG0519                          STATION RECOVERY (2001)
 CG0519
 CG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0519'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0520 ***********************************************************************
 CG0520  DESIGNATION -  ARIVACA RM 1
 CG0520  PID         -  CG0520
 CG0520  STATE/COUNTY-  AZ/PIMA
 CG0520  USGS QUAD   -  ARIVACA (1979)
 CG0520
 CG0520                         *CURRENT SURVEY CONTROL
 CG0520  ___________________________________________________________________
 CG0520* NAD 83(1986)-  31 34 47.     (N)    111 19 02.     (W)     SCALED    
 CG0520* NAVD 88     -      1133.78   (+/-2cm)    3719.7    (feet)  VERTCON   
 CG0520  ___________________________________________________________________
 CG0520  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0520
 CG0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0520
 CG0520.The horizontal coordinates were scaled from a topographic map and have
 CG0520.an estimated accuracy of +/- 6 seconds.
 CG0520
 CG0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0520.The vertical order pertains to the NGVD 29 superseded value.
 CG0520
 CG0520.The geoid height was determined by GEOID03.
 CG0520
 CG0520;                    North         East    Units  Estimated Accuracy
 CG0520;SPC AZ C     -    64,430.      270,260.      MT  (+/- 180 meters Scaled)
 CG0520
 CG0520                          SUPERSEDED SURVEY CONTROL
 CG0520
 CG0520  NGVD 29 (??/??/92) 1132.952  (m)         3717.03   (f) ADJ UNCH    2 0
 CG0520
 CG0520.Superseded values are not recommended for survey control.
 CG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0520.See file dsdata.txt to determine how the superseded data were derived.
 CG0520
 CG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699938(NAD 83)
 CG0520_MARKER: DR = REFERENCE MARK DISK
 CG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0520_STAMPING: ARIVACA NO. 1 1935
 CG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0520+STABILITY: SURFACE MOTION
 CG0520
 CG0520  HISTORY     - Date     Condition        Report By
 CG0520  HISTORY     - 1935     MONUMENTED       CGS
 CG0520  HISTORY     - 1951     GOOD             NGS
 CG0520
 CG0520                          STATION DESCRIPTION
 CG0520
 CG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0520'1 MI NE FROM ARIVACA.
 CG0520'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0520'THENCE 0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A
 CG0520'RIDGE AND WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH, 92.8 FEET
 CG0520'NORTHEAST ACROSS THE ROAD FROM R M NO. 2, 63.3 FEET NORTH OF THE
 CG0520'STATION ARIVACA, 29 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 CG0520'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0520'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0521 ***********************************************************************
 CG0521  DESIGNATION -  ARIVACA RM 2
 CG0521  PID         -  CG0521
 CG0521  STATE/COUNTY-  AZ/PIMA
 CG0521  USGS QUAD   -  ARIVACA (1979)
 CG0521
 CG0521                         *CURRENT SURVEY CONTROL
 CG0521  ___________________________________________________________________
 CG0521* NAD 83(1986)-  31 34 47.     (N)    111 19 02.     (W)     SCALED    
 CG0521* NAVD 88     -      1133.32   (+/-2cm)    3718.2    (feet)  VERTCON   
 CG0521  ___________________________________________________________________
 CG0521  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0521
 CG0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0521
 CG0521.The horizontal coordinates were scaled from a topographic map and have
 CG0521.an estimated accuracy of +/- 6 seconds.
 CG0521
 CG0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0521.The vertical order pertains to the NGVD 29 superseded value.
 CG0521
 CG0521.The geoid height was determined by GEOID03.
 CG0521
 CG0521;                    North         East    Units  Estimated Accuracy
 CG0521;SPC AZ C     -    64,430.      270,260.      MT  (+/- 180 meters Scaled)
 CG0521
 CG0521                          SUPERSEDED SURVEY CONTROL
 CG0521
 CG0521  NGVD 29 (??/??/92) 1132.494  (m)         3715.52   (f) ADJ UNCH    2 0
 CG0521
 CG0521.Superseded values are not recommended for survey control.
 CG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0521.See file dsdata.txt to determine how the superseded data were derived.
 CG0521
 CG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699938(NAD 83)
 CG0521_MARKER: DR = REFERENCE MARK DISK
 CG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0521_STAMPING: ARIVACA NO 2 1935
 CG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0521+STABILITY: SURFACE MOTION
 CG0521
 CG0521  HISTORY     - Date     Condition        Report By
 CG0521  HISTORY     - 1935     MONUMENTED       CGS
 CG0521  HISTORY     - 1951     GOOD             NGS
 CG0521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0521
 CG0521                          STATION DESCRIPTION
 CG0521
 CG0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0521'1 MI E FROM ARIVACA.
 CG0521'1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA, THENCE
 CG0521'0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A RIDGE
 CG0521'WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH AND ON THE WEST SIDE
 CG0521'OF THE RIDGE, 69.5 FEET WEST ACROSS THE ROAD FROM THE STATION ARIVACA,
 CG0521'42 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.3 FEET SOUTH OF THE
 CG0521'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 CG0521'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0521
 CG0521                          STATION RECOVERY (2001)
 CG0521
 CG0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0523 ***********************************************************************
 CG0523  DESIGNATION -  ARIVACA RM 3 AZIMUTH
 CG0523  PID         -  CG0523
 CG0523  STATE/COUNTY-  AZ/PIMA
 CG0523  USGS QUAD   -  ARIVACA (1979)
 CG0523
 CG0523                         *CURRENT SURVEY CONTROL
 CG0523  ___________________________________________________________________
 CG0523* NAD 83(1986)-  31 35 00.     (N)    111 19 06.     (W)     SCALED    
 CG0523* NAVD 88     -      1138.13   (+/-2cm)    3734.0    (feet)  VERTCON   
 CG0523  ___________________________________________________________________
 CG0523  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0523
 CG0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0523
 CG0523.The horizontal coordinates were scaled from a topographic map and have
 CG0523.an estimated accuracy of +/- 6 seconds.
 CG0523
 CG0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0523.The vertical order pertains to the NGVD 29 superseded value.
 CG0523
 CG0523.The geoid height was determined by GEOID03.
 CG0523
 CG0523;                    North         East    Units  Estimated Accuracy
 CG0523;SPC AZ C     -    64,830.      270,150.      MT  (+/- 180 meters Scaled)
 CG0523
 CG0523                          SUPERSEDED SURVEY CONTROL
 CG0523
 CG0523  NGVD 29 (??/??/92) 1137.301  (m)         3731.30   (f) ADJ UNCH    2 0
 CG0523
 CG0523.Superseded values are not recommended for survey control.
 CG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0523.See file dsdata.txt to determine how the superseded data were derived.
 CG0523
 CG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV697942(NAD 83)
 CG0523_MARKER: DR = REFERENCE MARK DISK
 CG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0523_STAMPING: ARIVACA NO 3 1935
 CG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0523+STABILITY: SURFACE MOTION
 CG0523
 CG0523  HISTORY     - Date     Condition        Report By
 CG0523  HISTORY     - 1935     MONUMENTED       CGS
 CG0523  HISTORY     - 1951     GOOD             NGS
 CG0523  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0523
 CG0523                          STATION DESCRIPTION
 CG0523
 CG0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0523'1.4 MI NE FROM ARIVACA.
 CG0523'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0523'THENCE 1.3 MILES EAST AND NORTH ALONG THE MAIN ROAD, 0.4 MILE NORTH OF
 CG0523'STATION ARIVACA, 34 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7
 CG0523'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CG0523'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0523
 CG0523                          STATION RECOVERY (2001)
 CG0523
 CG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0523'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0026 ***********************************************************************
 EU0026  DESIGNATION -  ARIZ 97
 EU0026  PID         -  EU0026
 EU0026  STATE/COUNTY-  AZ/MOHAVE
 EU0026  USGS QUAD   -  TOPOCK (1970)
 EU0026
 EU0026                         *CURRENT SURVEY CONTROL
 EU0026  ___________________________________________________________________
 EU0026* NAD 83(1992)-  34 43 09.55251(N)    114 28 10.29084(W)     ADJUSTED  
 EU0026* NAVD 88     -       188.37   (+/-2cm)     618.0    (feet)  VERTCON   
 EU0026  ___________________________________________________________________
 EU0026  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EU0026  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0026
 EU0026  HORZ ORDER  -  SECOND
 EU0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0026
 EU0026.The horizontal coordinates were established by classical geodetic methods
 EU0026.and adjusted by the National Geodetic Survey in August 1993..
 EU0026
 EU0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0026.The vertical order pertains to the NGVD 29 superseded value.
 EU0026
 EU0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0026
 EU0026.The geoid height was determined by GEOID03.
 EU0026
 EU0026;                    North         East     Units Scale Factor Converg.
 EU0026;SPC AZ W     -   412,688.713   147,456.136   MT  0.99998685   -0 24 35.4
 EU0026;SPC AZ W     - 1,353,965.59    483,779.97   iFT  0.99998685   -0 24 35.4
 EU0026;SPC CA 5     -   640,930.915 2,323,295.619   MT  0.99992228   +2 00 44.7
 EU0026;SPC CA 5     - 2,102,787.51  7,622,345.71   sFT  0.99992228   +2 00 44.7
 EU0026;UTM  11      - 3,844,833.015   731,722.398   MT  1.00026186   +1 26 30.8
 EU0026
 EU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0026!SPC AZ W     -   0.99997523  x   0.99998685  =   0.99996208
 EU0026!SPC CA 5     -   0.99997523  x   0.99992228  =   0.99989752
 EU0026!UTM  11      -   0.99997523  x   1.00026186  =   1.00023709
 EU0026
 EU0026|---------------------------------------------------------------------|
 EU0026| PID    Reference Object                     Distance      Geod. Az  |
 EU0026|                                                           dddmmss.s |
 EU0026| EU0027 ARIZ 97 RM 1                         15.002 METERS 02401     |
 EU0026| CC5054 ARIZ 97 AZ MK                                      0273858.2 |
 EU0026| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 3.3 KM 0690139.1 |
 EU0026| EU0025 ARIZ 97 RM 2                          8.844 METERS 30136     |
 EU0026|---------------------------------------------------------------------|
 EU0026
 EU0026                          SUPERSEDED SURVEY CONTROL
 EU0026
 EU0026  NAD 83(1986)-  34 43 09.55816(N)    114 28 10.29855(W) AD(       ) 2
 EU0026  NAD 27      -  34 43 09.52980(N)    114 28 07.43936(W) AD(       ) 2
 EU0026  NGVD 29 (??/??/??)  187.718  (m)          615.87   (f) ADJUSTED    2 0
 EU0026
 EU0026.Superseded values are not recommended for survey control.
 EU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0026.See file dsdata.txt to determine how the superseded data were derived.
 EU0026
 EU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3172244833(NAD 83)
 EU0026_MARKER: P = PIPE CAP
 EU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0026+STABILITY: SURFACE MOTION
 EU0026
 EU0026  HISTORY     - Date     Condition        Report By
 EU0026  HISTORY     - 1961     MONUMENTED       CGS
 EU0026  HISTORY     - 1961     GOOD             NGS
 EU0026  HISTORY     - 1964     GOOD             CGS
 EU0026  HISTORY     - 1971     GOOD             USGS
 EU0026
 EU0026                          STATION DESCRIPTION
 EU0026
 EU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0026'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF THE COLORADO
 EU0026'RIVER, 1 MILE EAST OF TOPOCK, 0.1 MILE NORTH OF U.S. HIGHWAY 66,
 EU0026'200 YARDS SOUTH OF A POWERLINE AND PIPE LINE ON A SMALL ROCKY
 EU0026'KNOLL.
 EU0026'
 EU0026'TO REACH THE STATION FROM THE FORKS JUST EAST OF THE BRIDGE
 EU0026'IN TOPOCK, GO EAST ON U.S. HIGHWAY 66 FOR 0.25 MILE TO A SIDE
 EU0026'ROAD LEFT, TURN LEFT, GO NORTH AND EAST ON DIRT ROAD FOR
 EU0026'1.05 MILES TO POWER LINE AND PIPE LINE AND THE AZIMUTH MARK
 EU0026'ON THE LEFT.  (EL PASO NATURAL GAS COMPANY PUMPING STATION ABOUT
 EU0026'100 YARDS TO THE NORTHEAST) TURN RIGHT, GO SOUTHERLY ALONG
 EU0026'POWER POLE AND PIPE LINES FOR 0.3 MILE TO THE STATION ON TOP
 EU0026'OF A SMALL ROCKY KNOLL ON THE LEFT.
 EU0026'
 EU0026'STATION MARK IS A 1-1/4 INCH PIPE WITH A CAP ON TOP AND STAMPED
 EU0026'ARIZ 97.  THE PIPE IS SET IN A SMALL PYRAMID OF ROCKS CEMENTED
 EU0026'TOGETHER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 EU0026'
 EU0026'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 EU0026'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 EU0026'STAMPED ARIZ 97 NO 1 961.  THE MARK IS 45.4 FEET NORTH-NORTHEAST
 EU0026'OF A WITNESS POST.
 EU0026'
 EU0026'REFERENCE MARK NO. 2, A STANDARD REFERENCE DISK SET IN A
 EU0026'DRILL HOLE IN TOP OF A LARGE BOULDER AND IS STAMPED ARIZ
 EU0026'97 NO 2 1961.  THE MARK IS 24.3 FEET WEST-NORTHWEST OF A WITNESS
 EU0026'POST.
 EU0026'
 EU0026'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 EU0026'TOP OF A LARGE FLAT ROCK AND IS STAMPED ARIZ 97 1961.  THE
 EU0026'MARK IS 160 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EU0026'THE MAIN PART OF A LARGE RED BRICK BUILDING, 31 FEET
 EU0026'EAST-SOUTHEAST OF THE CENTER OF TRACK ROAD, 10 FEET WEST-SOUTHWEST
 EU0026'OF A POWER POLE AND 4.5 FEET WEST OF A WITNESS POST.
 EU0026'
 EU0026'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 53.72 FEET OR 16.373
 EU0026'METERS.
 EU0026'
 EU0026'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 EU0026
 EU0026                          STATION RECOVERY (1961)
 EU0026
 EU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0026'2.2 MI NE FROM TOPOCK.
 EU0026'ABOUT 0.25 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0026'THE BRIDGE OVER THE COLORADO RIVER AT TOPOCK, TO A SIDE ROAD
 EU0026'NORTH, THENCE 1.0 MILE NORTH AND NORTHEAST ALONG THE MAIN
 EU0026'TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO PIPELINE
 EU0026'COMPANY BUILDING, THENCE 0.5 MILE SOUTHWEST ALONG A SAND ROAD AND
 EU0026'POWER LINE, THENCE 0.05 MILE TO THE TOP OF A HIGH KNOLL, 245
 EU0026'FEET SOUTH OF THE CENTER OF THE SAND ROAD, 224 FEET SOUTH OF
 EU0026'THE FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE, 137 FEET
 EU0026'NORTH OF U.S. HIGHWAY 66 RIGHT-OF-WAY FENCE, 4.9 FEET SOUTH OF
 EU0026'A METAL WITNESS POST, AND THE MARK IS SET IN THE TOP OF A
 EU0026'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.
 EU0026
 EU0026                          STATION RECOVERY (1964)
 EU0026
 EU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0026'RECOVERED AS DESCRIBED BY C.A. ANNIS IN 1961.  DISTANCES
 EU0026'AND DIRECTIONS TO ALL MARKS CHECKED.  THE 1961 ROUTE TO THE
 EU0026'STATION IS ADEQUATE.
 EU0026
 EU0026                          STATION RECOVERY (1971)
 EU0026
 EU0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WBJ)
 EU0026'TO REACH FROM THE CENTER OF THE HWY BRIDGE CROSSING THE COLORADO
 EU0026'RIVER AT TOPOCK. ARIZONA.  THE STATION IS ON THE ROCKY TOP
 EU0026'OF THE NORTH SIDE OF A CUT IN THE HIGHWAY.  ABOUT 1.0 MILES
 EU0026'EAST ALONG HWY FROM THE BRIDGE CENTER, DIVIDED HWY AT THIS
 EU0026'POINT.  THENCE USING WEST BOUND LANE FOR 0.2 MILES TO TRACK
 EU0026'ROAD LEADING NORTH FROM THE WEST BOUND LANE, THENCE ALONG
 EU0026'TRACK ROAD A 0.1 MILE TO GAS LINE, THENCE ALONG GAS LINE ABOUT
 EU0026'0.2 MILES TO TOP OF RIDGE.  STATION IS SOUTH ON TOP OF ROCKY
 EU0026'TOP ABOUT 400 FEET.  STATION MARK IS CEMENTED IN PYRAMID
 EU0026'OF ROCKS.  PIPE WITH CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0027 ***********************************************************************
 EU0027  DESIGNATION -  ARIZ 97 RM 1
 EU0027  PID         -  EU0027
 EU0027  STATE/COUNTY-  AZ/MOHAVE
 EU0027  USGS QUAD   -  TOPOCK (1970)
 EU0027
 EU0027                         *CURRENT SURVEY CONTROL
 EU0027  ___________________________________________________________________
 EU0027* NAD 83(1986)-  34 43 09.     (N)    114 28 10.     (W)     SCALED    
 EU0027* NAVD 88     -       187.81   (+/-2cm)     616.2    (feet)  VERTCON   
 EU0027  ___________________________________________________________________
 EU0027  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0027
 EU0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0027
 EU0027.The horizontal coordinates were scaled from a topographic map and have
 EU0027.an estimated accuracy of +/- 6 seconds.
 EU0027
 EU0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0027.The vertical order pertains to the NGVD 29 superseded value.
 EU0027
 EU0027.The geoid height was determined by GEOID03.
 EU0027
 EU0027;                    North         East    Units  Estimated Accuracy
 EU0027;SPC AZ W     -   412,670.      147,460.      MT  (+/- 180 meters Scaled)
 EU0027
 EU0027                          SUPERSEDED SURVEY CONTROL
 EU0027
 EU0027  NGVD 29 (??/??/??)  187.160  (m)          614.04   (f) ADJUSTED    2 0
 EU0027
 EU0027.Superseded values are not recommended for survey control.
 EU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0027.See file dsdata.txt to determine how the superseded data were derived.
 EU0027
 EU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU317448(NAD 83)
 EU0027_MARKER: DR = REFERENCE MARK DISK
 EU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0027_STAMPING: ARIZ 97 NO 1 1961
 EU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0027+STABILITY: SURFACE MOTION
 EU0027
 EU0027  HISTORY     - Date     Condition        Report By
 EU0027  HISTORY     - 1961     MONUMENTED       CGS
 EU0027
 EU0027                          STATION DESCRIPTION
 EU0027
 EU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0027'2.2 MI NE FROM TOPOCK.
 EU0027'ABOUT 0.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0027'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0027'TO A SIDE ROAD NORTH, THENCE 1.0 MILES NORTH AND NORTHEAST ALONG
 EU0027'THE MAIN TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO
 EU0027'PIPELINE COMPANY BUILDING, THENCE 0.5 MILES SOUTHWEST ALONG A
 EU0027'SAND ROAD AND POWER LINE, THENCE 0.05 MILES TO THE TOP OF A HIGH
 EU0027'KNOLL, 202 FEET SOUTH OF THE CENTER OF THE SAND ROAD, 181 FEET
 EU0027'SOUTH OF THE FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE,
 EU0027'180 FEET NORTH OF U.S. HIGHWAY 66 R.O.W. FENCE, 49.3 FEET
 EU0027'NORTHEAST OF TRIANGULATION STATION ARIZ. 97, 46 FEET NORTHEAST
 EU0027'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 EU0027'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0025 ***********************************************************************
 EU0025  DESIGNATION -  ARIZ 97 RM 2
 EU0025  PID         -  EU0025
 EU0025  STATE/COUNTY-  AZ/MOHAVE
 EU0025  USGS QUAD   -  TOPOCK (1970)
 EU0025
 EU0025                         *CURRENT SURVEY CONTROL
 EU0025  ___________________________________________________________________
 EU0025* NAD 83(1986)-  34 43 09.     (N)    114 28 10.     (W)     SCALED    
 EU0025* NAVD 88     -       187.92   (+/-2cm)     616.5    (feet)  VERTCON   
 EU0025  ___________________________________________________________________
 EU0025  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0025
 EU0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0025
 EU0025.The horizontal coordinates were scaled from a topographic map and have
 EU0025.an estimated accuracy of +/- 6 seconds.
 EU0025
 EU0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0025.The vertical order pertains to the NGVD 29 superseded value.
 EU0025
 EU0025.The geoid height was determined by GEOID03.
 EU0025
 EU0025;                    North         East    Units  Estimated Accuracy
 EU0025;SPC AZ W     -   412,670.      147,460.      MT  (+/- 180 meters Scaled)
 EU0025
 EU0025                          SUPERSEDED SURVEY CONTROL
 EU0025
 EU0025  NGVD 29 (??/??/??)  187.269  (m)          614.40   (f) ADJUSTED    2 0
 EU0025
 EU0025.Superseded values are not recommended for survey control.
 EU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0025.See file dsdata.txt to determine how the superseded data were derived.
 EU0025
 EU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU317448(NAD 83)
 EU0025_MARKER: DR = REFERENCE MARK DISK
 EU0025_SETTING: 80 = SET IN A BOULDER
 EU0025_SP_SET: BOULDER
 EU0025_STAMPING: ARIZ 97 NO 2 1961
 EU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0025+STABILITY: SURFACE MOTION
 EU0025
 EU0025  HISTORY     - Date     Condition        Report By
 EU0025  HISTORY     - 1961     MONUMENTED       CGS
 EU0025
 EU0025                          STATION DESCRIPTION
 EU0025
 EU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0025'2.2 MI NE FROM TOPOCK.
 EU0025'ABOUT 0.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0025'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0025'TO A SIDE ROAD NORTH, THENCE 1.0 MILES NORTH AND NORTHEAST ALONG
 EU0025'THE MAIN TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO
 EU0025'PIPELINE COMPANY BUILDING, THENCE 0.5 MILES SOUTHWEST ALONG A
 EU0025'SAND ROAD AND POWER LINE, THENCE 0.05 MILES TO THE TOP OF A HIGH
 EU0025'KNOLL, SET IN THE TOP OF A 2 FOOT BY 2 FOOT BOULDER, 230 FEET
 EU0025'SOUTH OF THE CENTER OF THE SAND ROAD, 209 FEET SOUTH OF THE
 EU0025'FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE, 154 FEET NORTH
 EU0025'OF U.S. HIGHWAY 66 R.O.W. FENCE, 29.1 FEET NORTHWEST OF
 EU0025'TRIANGULATION STATION ARIZ. 97, 25.3 FEET NORTHWEST OF A METAL
 EU0025'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2402 ***********************************************************************
 CZ2402  DESIGNATION -  ARIZOLA
 CZ2402  PID         -  CZ2402
 CZ2402  STATE/COUNTY-  AZ/PINAL
 CZ2402  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2402
 CZ2402                         *CURRENT SURVEY CONTROL
 CZ2402  ___________________________________________________________________
 CZ2402* NAD 83(1992)-  32 49 11.61929(N)    111 42 47.48607(W)     ADJUSTED  
 CZ2402* NAVD 88     -       701.6    (meters)    2302.     (feet)  VERTCON   
 CZ2402  ___________________________________________________________________
 CZ2402  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2402  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2402
 CZ2402  HORZ ORDER  -  THIRD
 CZ2402
 CZ2402.The horizontal coordinates were established by classical geodetic methods
 CZ2402.and adjusted by the National Geodetic Survey in August 1993..
 CZ2402
 CZ2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2402
 CZ2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2402
 CZ2402.The geoid height was determined by GEOID03.
 CZ2402
 CZ2402;                    North         East     Units Scale Factor Converg.
 CZ2402;SPC AZ C     -   201,797.633   232,412.147   MT  0.99990447   +0 06 37.0
 CZ2402;SPC AZ C     -   662,065.73    762,507.04   iFT  0.99990447   +0 06 37.0
 CZ2402;UTM  12      - 3,631,545.895   433,240.960   MT  0.99965495   -0 23 11.6
 CZ2402
 CZ2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2402!SPC AZ C     -   0.99989459  x   0.99990447  =   0.99979907
 CZ2402!UTM  12      -   0.99989459  x   0.99965495  =   0.99954958
 CZ2402
 CZ2402                          SUPERSEDED SURVEY CONTROL
 CZ2402
 CZ2402  NAD 83(1986)-  32 49 11.61278(N)    111 42 47.47980(W) AD(       ) 3
 CZ2402  NGVD 29 (04/26/91)  701.0    (m)         2300.     (f) VERT ANG       
 CZ2402
 CZ2402.Superseded values are not recommended for survey control.
 CZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2402.See file dsdata.txt to determine how the superseded data were derived.
 CZ2402
 CZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131546(NAD 83)
 CZ2402_MARKER: DD = SURVEY DISK
 CZ2402_SETTING: 80 = SET IN A BOULDER
 CZ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2402+STABILITY: SURFACE MOTION
 CZ2402
 CZ2402  HISTORY     - Date     Condition        Report By
 CZ2402  HISTORY     - 1921     MONUMENTED       USGS
 CZ2402
 CZ2402                          STATION DESCRIPTION
 CZ2402
 CZ2402'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2402'LOCATED 5 MI ESE. OF CASA GRANDE ON SOUTHERN PACIFIC RR.  ON MOST
 CZ2402'NORTHERLY HIGH POINT OF ARIZOLA RANGE.
 CZ2402'
 CZ2402'TO REACH NOT GIVEN.
 CZ2402'
 CZ2402'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2402'UNDER CENTER OF ROCK CAIRN ABOUT 7-1/2 FT HIGH.
 CZ2402'
 CZ2402'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0591 ***********************************************************************
 GR0591  DESIGNATION -  ARIZONA BASE
 GR0591  PID         -  GR0591
 GR0591  STATE/COUNTY-  AZ/MOHAVE
 GR0591  USGS QUAD   -  HOOVER DAM (1997)
 GR0591
 GR0591                         *CURRENT SURVEY CONTROL
 GR0591  ___________________________________________________________________
 GR0591* NAD 83(1992)-  36 00 53.92566(N)    114 44 12.91489(W)     ADJUSTED  
 GR0591* NAVD 88     -       376.416  (meters)    1234.96   (feet)  ADJUSTED  
 GR0591  ___________________________________________________________________
 GR0591  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GR0591  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0591  DYNAMIC HT  -         376.047 (meters)    1233.75  (feet)  COMP
 GR0591  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0591
 GR0591  HORZ ORDER  -  SECOND
 GR0591  VERT ORDER  -  FIRST     CLASS I
 GR0591
 GR0591.The horizontal coordinates were established by classical geodetic methods
 GR0591.and adjusted by the National Geodetic Survey in August 1993..
 GR0591
 GR0591.The orthometric height was determined by differential leveling
 GR0591.and adjusted by the National Geodetic Survey in June 1991..
 GR0591
 GR0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0591
 GR0591.The geoid height was determined by GEOID03.
 GR0591
 GR0591.The dynamic height is computed by dividing the NAVD 88
 GR0591.geopotential number by the normal gravity value computed on the
 GR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0591.degrees latitude (g = 980.6199 gals.).
 GR0591
 GR0591.The modeled gravity was interpolated from observed gravity values.
 GR0591
 GR0591;                    North         East     Units Scale Factor Converg.
 GR0591;SPC AZ W     -   556,643.907   124,396.973   MT  1.00003082   -0 34 49.2
 GR0591;SPC AZ W     - 1,826,259.54    408,126.55   iFT  1.00003082   -0 34 49.2
 GR0591;SPC NV E     - 8,140,663.774   276,294.474   MT  0.99997170   +0 29 51.8
 GR0591;SPC NV E     -26,708,161.07    906,476.12   sFT  0.99997170   +0 29 51.8
 GR0591;UTM  11      - 3,987,978.880   703,943.872   MT  1.00011253   +1 19 52.1
 GR0591
 GR0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0591!SPC AZ W     -   0.99994536  x   1.00003082  =   0.99997618
 GR0591!SPC NV E     -   0.99994536  x   0.99997170  =   0.99991706
 GR0591!UTM  11      -   0.99994536  x   1.00011253  =   1.00005788
 GR0591
 GR0591|---------------------------------------------------------------------|
 GR0591| PID    Reference Object                     Distance      Geod. Az  |
 GR0591|                                                           dddmmss.s |
 GR0591| GR1856 A III                               217.289 METERS 22217     |
 GR0591| GR1853 N III                               458.643 METERS 2534655.7 |
 GR0591| GR1854 NEVADA BASE                         245.480 METERS 31422     |
 GR0591|---------------------------------------------------------------------|
 GR0591
 GR0591                          SUPERSEDED SURVEY CONTROL
 GR0591
 GR0591  NAD 83(1986)-  36 00 53.91392(N)    114 44 12.90418(W) AD(       ) 2
 GR0591  NAD 27      -  36 00 53.98200(N)    114 44 09.96700(W) AD(       ) 2
 GR0591  NGVD 29 (??/??/92)  375.701  (m)         1232.61   (f) ADJ UNCH    1 1
 GR0591
 GR0591.Superseded values are not recommended for survey control.
 GR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0591.See file dsdata.txt to determine how the superseded data were derived.
 GR0591
 GR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0394487979(NAD 83)
 GR0591_MARKER: DS = TRIANGULATION STATION DISK
 GR0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0591_SP_SET: FLOOR
 GR0591_STAMPING: ARIZONA BASE 1935
 GR0591_MARK LOGO: CGS   
 GR0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0591+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GR0591
 GR0591  HISTORY     - Date     Condition        Report By
 GR0591  HISTORY     - 1935     MONUMENTED       BOR
 GR0591  HISTORY     - 1950     GOOD             NGS
 GR0591  HISTORY     - 1963     GOOD             NGS
 GR0591  HISTORY     - 1981     GOOD             NGS
 GR0591  HISTORY     - 1990     GOOD             USPSQD
 GR0591  HISTORY     - 1990     GOOD             USPSQD
 GR0591  HISTORY     - 20010411 GOOD             USPSQD
 GR0591  HISTORY     - 20040601 GOOD             GEOCAC
 GR0591  HISTORY     - 20060404 GOOD             USPSQD
 GR0591
 GR0591                          STATION DESCRIPTION
 GR0591
 GR0591'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR0591'STATION IS A STANDARD USC AND GS DISK MARKED ARIZONA BASE
 GR0591'1935 AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED
 GR0591'ON THE DOWNSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 100
 GR0591'FEET TOWARD NEVADA FROM THE ARIZONA END OF THE DAM.
 GR0591
 GR0591                          STATION RECOVERY (1950)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0591'IN HOOVER DAM.
 GR0591'ON TOP OF HOOVER DAM, ABOUT 55 YARDS NORTH OF THE SOUTHEAST (ARIZONA)
 GR0591'END, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ARIZONA REST ROOM
 GR0591'TOWER, NEAR THE CENTER OF THE WEST (DOWNSTREAM) SIDE OF BLOCK C, IN
 GR0591'THE TOP OF THE CONCRETE FLOOR OF AN OBSERVATION NICHE, 2.2 FEET NORTH
 GR0591'OF THE SOUTH WALL, AND 7.8 FEET WEST OF THE EAST EDGE OF THE WEST
 GR0591'SIDEWALK.
 GR0591
 GR0591                          STATION RECOVERY (1963)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1981)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1990)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1990)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (2001)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR0591'RECOVERED AS DESCRIBED.
 GR0591
 GR0591                          STATION RECOVERY (2004)
 GR0591
 GR0591'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (2006)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1086 ***********************************************************************
 FS1086  DESIGNATION -  ARIZONA EAST LATITUDE POST
 FS1086  PID         -  FS1086
 FS1086  STATE/COUNTY-  AZ/MOHAVE
 FS1086  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1086
 FS1086                         *CURRENT SURVEY CONTROL
 FS1086  ___________________________________________________________________
 FS1086* NAD 83(1992)-  35 00 06.29454(N)    114 36 27.22802(W)     ADJUSTED  
 FS1086* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FS1086  ___________________________________________________________________
 FS1086  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FS1086  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FS1086
 FS1086  HORZ ORDER  -  THIRD
 FS1086
 FS1086.The horizontal coordinates were established by classical geodetic methods
 FS1086.and adjusted by the National Geodetic Survey in August 1993..
 FS1086
 FS1086.The orthometric height was scaled from a topographic map.
 FS1086
 FS1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1086
 FS1086.The geoid height was determined by GEOID03.
 FS1086
 FS1086;                    North         East     Units Scale Factor Converg.
 FS1086;SPC AZ W     -   444,119.009   135,080.488   MT  1.00000883   -0 29 30.9
 FS1086;SPC AZ W     - 1,457,083.36    443,177.45   iFT  1.00000883   -0 29 30.9
 FS1086;SPC CA 5     -   671,807.463 2,309,602.800   MT  0.99993167   +1 56 01.4
 FS1086;SPC CA 5     - 2,204,088.32  7,577,421.85   sFT  0.99993167   +1 56 01.4
 FS1086;SPC NV E     - 8,028,360.814   289,066.940   MT  0.99999774   +0 33 35.1
 FS1086;SPC NV E     -26,339,713.77    948,380.45   sFT  0.99999774   +0 33 35.1
 FS1086;UTM  11      - 3,875,852.513   718,331.036   MT  1.00018753   +1 22 22.3
 FS1086
 FS1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1086!SPC AZ W     -   0.99997878  x   1.00000883  =   0.99998761
 FS1086!SPC CA 5     -   0.99997878  x   0.99993167  =   0.99991045
 FS1086!SPC NV E     -   0.99997878  x   0.99999774  =   0.99997652
 FS1086!UTM  11      -   0.99997878  x   1.00018753  =   1.00016631
 FS1086
 FS1086                          SUPERSEDED SURVEY CONTROL
 FS1086
 FS1086  NAD 83(1986)-  35 00 06.30214(N)    114 36 27.22860(W) AD(       ) 3
 FS1086  NAD 27      -  35 00 06.29800(N)    114 36 24.35400(W) AD(       ) 3
 FS1086
 FS1086.Superseded values are not recommended for survey control.
 FS1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1086.See file dsdata.txt to determine how the superseded data were derived.
 FS1086
 FS1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1833175853(NAD 83)
 FS1086_MARKER: Z = SEE DESCRIPTION
 FS1086_SETTING: 0 = UNSPECIFIED SETTING
 FS1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1086+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 FS1086
 FS1086  HISTORY     - Date     Condition        Report By
 FS1086  HISTORY     - 1893     MONUMENTED       CGS
 FS1086  HISTORY     - 20030411 GOOD             GEOCAC
 FS1086  HISTORY     - 20030411 GOOD             GEOCAC
 FS1086
 FS1086                          STATION DESCRIPTION
 FS1086
 FS1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1893
 FS1086'35 LATITUDE POST (ARIZ.) 1893 1910 IS A 4 BY 4 INCH WOOD POST
 FS1086'SET IN THE CENTER OF A LARGE CAIRN.
 FS1086
 FS1086                          STATION RECOVERY (2003)
 FS1086
 FS1086'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 FS1086'RECOVERED IN GOOD CONDITION.
 FS1086
 FS1086                          STATION RECOVERY (2003)
 FS1086
 FS1086'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 FS1086'JUST PAST PRIVATE PROPERTY BOUNDARY LINE OF HOMEOWNERS BACK YARD,
 FS1086'LOCATED ON RESERVATION LAND, MARK IS STILL VERY STABLE AND IN GOOD
 FS1086'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0649 ***********************************************************************
 DV0649  DESIGNATION -  ARM
 DV0649  PID         -  DV0649
 DV0649  STATE/COUNTY-  AZ/MARICOPA
 DV0649  USGS QUAD   -  PHOENIX (1982)
 DV0649
 DV0649                         *CURRENT SURVEY CONTROL
 DV0649  ___________________________________________________________________
 DV0649* NAD 83(1992)-  33 27 34.41667(N)    112 02 52.18204(W)     ADJUSTED  
 DV0649* NAVD 88     -       335.957  (meters)    1102.22   (feet)  ADJUSTED  
 DV0649  ___________________________________________________________________
 DV0649  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV0649  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0649  DYNAMIC HT  -         335.568 (meters)    1100.94  (feet)  COMP
 DV0649  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0649
 DV0649  HORZ ORDER  -  SECOND
 DV0649  VERT ORDER  -  SECOND    CLASS 0
 DV0649
 DV0649.The horizontal coordinates were established by classical geodetic methods
 DV0649.and adjusted by the National Geodetic Survey in August 1993..
 DV0649
 DV0649.The orthometric height was determined by differential leveling
 DV0649.and adjusted by the National Geodetic Survey in November 1993..
 DV0649
 DV0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0649
 DV0649.The geoid height was determined by GEOID03.
 DV0649
 DV0649.The dynamic height is computed by dividing the NAVD 88
 DV0649.geopotential number by the normal gravity value computed on the
 DV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0649.degrees latitude (g = 980.6199 gals.).
 DV0649
 DV0649.The modeled gravity was interpolated from observed gravity values.
 DV0649
 DV0649;                    North         East     Units Scale Factor Converg.
 DV0649;SPC AZ C     -   272,723.296   201,167.674   MT  0.99990183   -0 04 20.3
 DV0649;SPC AZ C     -   894,761.47    659,998.93   iFT  0.99990183   -0 04 20.3
 DV0649;UTM  12      - 3,702,726.667   402,624.694   MT  0.99971690   -0 34 39.9
 DV0649
 DV0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0649!SPC AZ C     -   0.99995194  x   0.99990183  =   0.99985378
 DV0649!UTM  12      -   0.99995194  x   0.99971690  =   0.99966886
 DV0649
 DV0649|---------------------------------------------------------------------|
 DV0649| PID    Reference Object                     Distance      Geod. Az  |
 DV0649|                                                           dddmmss.s |
 DV0649| DV0650 ARM RM 1                             15.760 METERS 03042     |
 DV0649| DV0654 ARM AZ MK                                          0893626.1 |
 DV0649| DV0652 STRONG                              APPROX. 0.8 KM 0980404.7 |
 DV0649| DV0648 ARM RM 2                             15.029 METERS 32350     |
 DV0649|---------------------------------------------------------------------|
 DV0649
 DV0649                          SUPERSEDED SURVEY CONTROL
 DV0649
 DV0649  NAD 83(1986)-  33 27 34.41093(N)    112 02 52.18738(W) AD(       ) 2
 DV0649  NAD 27      -  33 27 34.25430(N)    112 02 49.65500(W) AD(       ) 2
 DV0649  NGVD 29 (??/??/92)  335.291  (m)         1100.03   (f) ADJ UNCH    2 0
 DV0649
 DV0649.Superseded values are not recommended for survey control.
 DV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0649.See file dsdata.txt to determine how the superseded data were derived.
 DV0649
 DV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0262502727(NAD 83)
 DV0649_MARKER: DE = TRAVERSE STATION DISK
 DV0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0649_STAMPING: ARM 1963
 DV0649_MARK LOGO: CGS   
 DV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0649+STABILITY: SURFACE MOTION
 DV0649
 DV0649  HISTORY     - Date     Condition        Report By
 DV0649  HISTORY     - 1963     MONUMENTED       CGS
 DV0649  HISTORY     - 1963     GOOD             CGS
 DV0649  HISTORY     - 1969     GOOD             AZHD
 DV0649  HISTORY     - 1971     GOOD             AZHD
 DV0649  HISTORY     - 1979     GOOD             AZDT
 DV0649
 DV0649                          STATION DESCRIPTION
 DV0649
 DV0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0649'THE STATION IS LOCATED IN THE CITY OF PHOENIX, ABOUT 1-1/2
 DV0649'MILES EAST OF CENTRAL AVENUE AND 1/2 MILE SOUTH OF EAST MC DOWELL
 DV0649'ROAD ON THE SOUTH SIDE OF EAST DIAMOND STREET.
 DV0649'
 DV0649'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DV0649'ROAD AND NORTH 16TH STREET, GO SOUTH ON NORTH 16TH STREET FOR
 DV0649'0.45 MILE TO EAST DIAMOND STREET AND STATION.
 DV0649'
 DV0649'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0649'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 DV0649'AND STAMPED ARM 1963.  THE MARK IS 54 FEET NORTH OF THE NORTHEAST
 DV0649'CORNER OF HOUSE, 59 FEET WEST OF CENTER OF NORTH 16TH STREET,
 DV0649'22 FEET SOUTH OF CENTER OF EAST DIAMOND STREET, 14.5 FEET WEST OF
 DV0649'A FIRE HYDRANT AND 3.6 FEET SOUTH OF CURB.
 DV0649'
 DV0649'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV0649'IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED ARM NO
 DV0649'1 1963.  THE MARK IS 32 FEET WEST OF CENTER OF NORTH 16TH STREET,
 DV0649'23 FEET NORTH OF CENTER OF EAST DIAMOND STREET AND 6 FEET
 DV0649'SOUTH-SOUTHWEST OF A POWER POLE.
 DV0649'
 DV0649'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0649'HOLE IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED
 DV0649'ARM NO 2 1963.  THE MARK IS 24.5 FEET WEST OF CENTER OF DRIVEWAY,
 DV0649'17 FEET NORTH OF CENTER OF EAST DIAMOND STREET AND 6.5 FEET
 DV0649'SOUTH OF SIDEWALK.
 DV0649'
 DV0649'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0649'IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED ARM
 DV0649'1963.  THE MARK IS 34 FEET EAST OF CENTER OF NORTH 20TH STREET,
 DV0649'23 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 7358, 21 FEET
 DV0649'SOUTHEAST OF A FIRE HYDRANT AND 18 FEET NORTH OF CENTER OF
 DV0649'EAST DIAMOND STREET.
 DV0649'
 DV0649'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON NORTH
 DV0649'16TH STREET FOR 0.05 MILE TO EAST ROOSEVELT STREET, TURN LEFT,
 DV0649'GO EAST ON EAST ROOSEVELT STREET FOR 0.5 MILE TO NORTH 20TH
 DV0649'STREET, TURN LEFT, GO NORTH ON NORTH 20TH STREET FOR 0.05 MILE TO
 DV0649'EAST DIAMOND STREET AND MARK ON RIGHT.
 DV0649'
 DV0649'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 DV0649
 DV0649                          STATION RECOVERY (1963)
 DV0649
 DV0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0649'IN PHOENIX.
 DV0649'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0649'PHOENIX, ABOUT 1.5 MILES EAST OF NORTH CENTRAL AVENUE, 22 FEET SOUTH
 DV0649'OF THE CENTER OF EAST DIAMOND STREET, 28 FEET WEST OF THE WEST CURB OF
 DV0649'NORTH 16TH STREET, 14.5 FEET WEST OF A FIRE HYDRANT, 54 FEET
 DV0649'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE NO. 1545, ABOUT 0.5
 DV0649'FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST
 DV0649'FLUSH WITH THE GROUND.
 DV0649
 DV0649                          STATION RECOVERY (1969)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0649'GENERAL LOCATION PHOENIX
 DV0649'
 DV0649'STATION MARK STATION AND REFERENCE MARKS RECOVERED AS
 DV0649'DESCRIBED.  THE AZIMUTH MARK IS DESTROYED.  DESCRIPTION
 DV0649'ADEQUATE
 DV0649'
 DV0649'AZIMUTH MARK DESTROYED
 DV0649
 DV0649                          STATION RECOVERY (1971)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RM)
 DV0649'GENERAL LOCATION 20TH ST AND DIAMOND ST
 DV0649'
 DV0649'STATION MARK GOOD
 DV0649'
 DV0649'REFERENCE MARKS GOOD
 DV0649'
 DV0649'AZIMUTH MARK MARK WAS DESTROYED BY CONSTRUCTION OF CURBS AND
 DV0649'GUTTERS ON 20TH ST.
 DV0649
 DV0649                          STATION RECOVERY (1979)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0768 ***********************************************************************
 DW0768  DESIGNATION -  ARM
 DW0768  PID         -  DW0768
 DW0768  STATE/COUNTY-  AZ/LA PAZ
 DW0768  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0768
 DW0768                         *CURRENT SURVEY CONTROL
 DW0768  ___________________________________________________________________
 DW0768* NAD 83(1992)-  33 39 13.86178(N)    114 15 28.01646(W)     ADJUSTED  
 DW0768* NAVD 88     -       323.26   (+/-2cm)    1060.6    (feet)  VERTCON   
 DW0768  ___________________________________________________________________
 DW0768  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DW0768  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0768
 DW0768  HORZ ORDER  -  SECOND
 DW0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0768
 DW0768.The horizontal coordinates were established by classical geodetic methods
 DW0768.and adjusted by the National Geodetic Survey in August 1993..
 DW0768
 DW0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0768.The vertical order pertains to the NGVD 29 superseded value.
 DW0768
 DW0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0768
 DW0768.The geoid height was determined by GEOID03.
 DW0768
 DW0768;                    North         East     Units Scale Factor Converg.
 DW0768;SPC AZ W     -   294,388.509   166,262.112   MT  0.99996067   -0 16 53.1
 DW0768;SPC AZ W     -   965,841.56    545,479.37   iFT  0.99996067   -0 16 53.1
 DW0768;UTM  11      - 3,727,150.635   754,298.156   MT  1.00039731   +1 31 13.7
 DW0768
 DW0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0768!SPC AZ W     -   0.99995426  x   0.99996067  =   0.99991494
 DW0768!UTM  11      -   0.99995426  x   1.00039731  =   1.00035156
 DW0768
 DW0768:                Primary Azimuth Mark                     Grid Az
 DW0768:SPC AZ W     -  HIGHWAY 60 STA 932+78 957.48             052 55 30.9
 DW0768:UTM  11      -  HIGHWAY 60 STA 932+78 957.48             051 07 24.1
 DW0768
 DW0768|---------------------------------------------------------------------|
 DW0768| PID    Reference Object                     Distance      Geod. Az  |
 DW0768|                                                           dddmmss.s |
 DW0768| CE9671 HIGHWAY 60 STA 932+78 957.48                       0523837.8 |
 DW0768| DW0769 ARM RM 1                              3.545 METERS 08749     |
 DW0768| DW0767 ARM RM 2                              4.893 METERS 30028     |
 DW0768|---------------------------------------------------------------------|
 DW0768
 DW0768                          SUPERSEDED SURVEY CONTROL
 DW0768
 DW0768  NAD 83(1986)-  33 39 13.85988(N)    114 15 28.02279(W) AD(       ) 2
 DW0768  NAD 27      -  33 39 13.76420(N)    114 15 25.21120(W) AD(       ) 2
 DW0768  NGVD 29 (??/??/??)  322.574  (m)         1058.31   (f) ADJUSTED    2 0
 DW0768
 DW0768.Superseded values are not recommended for survey control.
 DW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0768.See file dsdata.txt to determine how the superseded data were derived.
 DW0768
 DW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5429827151(NAD 83)
 DW0768_MARKER: DE = TRAVERSE STATION DISK
 DW0768_SETTING: 66 = SET IN ROCK OUTCROP
 DW0768_SP_SET: ROCK OUTCROP
 DW0768_STAMPING: ARM 1962
 DW0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0768+STABILITY: POSITION/ELEVATION WELL
 DW0768
 DW0768  HISTORY     - Date     Condition        Report By
 DW0768  HISTORY     - 1962     MONUMENTED       CGS
 DW0768  HISTORY     - 1962     GOOD             CGS
 DW0768  HISTORY     - 1965     GOOD             AMS
 DW0768  HISTORY     - 1971     GOOD             AZHD
 DW0768
 DW0768                          STATION DESCRIPTION
 DW0768
 DW0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0768'STATION IS LOCATED ABOUT 22 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0768'ABOUT 2 MILES WEST-SOUTHWEST OF QUARTZSITE, ABOUT 1/3 MILE
 DW0768'SOUTH OF U.S. HIGHWAY 60 AND 70, ABOUT 0.1 MILE SOUTH OF
 DW0768'OLD HIGHWAY AND ABOUT HALF WAY UP HILL AT SOME OUTCROPPING
 DW0768'BEDROCK FORMATIONS THAT PROJECT ABOUT 5 FEET.
 DW0768'
 DW0768'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70 AND 95 IN THE
 DW0768'EAST EDGE OF QUARTZSITE, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR
 DW0768'1.9 MILES TO FORK, KEEP LEFT, STRAIGHT AHEAD AND FOLLOW OLD
 DW0768'HIGHWAY 0.3 MILE TO AZIMUTH MARK ON LEFT AT CULVERT, CONTINUE
 DW0768'WESTERLY ON OLD ROAD FOR 0.3 MILE TO END OF TRUCK TRAVEL TO
 DW0768'STATION.  FROM HERE PACK SOUTH UP SMALL RIDGE FOR ABOUT 100
 DW0768'YARDS (5 MINUTE PACK) TO STATION ABOUT HALF WAY TO TOP OF HILL.
 DW0768'
 DW0768'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ARM 1962, IS SET IN
 DW0768'A DRILL HOLE IN OUTCROPPING BEDROCK AND IS LOCATED ON WESTERLY
 DW0768'SIDE OF SMALL RIDGE.  THE MARK IS 15 FEET SOUTHEAST OF OUTCROPPING
 DW0768'BEDROCK WHICH PROJECTS ABOUT 5 FEET AND 13 FEET WEST-NORTHWEST OF
 DW0768'A SMALL CAIRN.
 DW0768'
 DW0768'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ARM NO 1 1962,
 DW0768'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 DW0768'PROJECTS ABOUT 15 INCHES AND IS ABOUT 2-1/2 FEET HIGHER IN
 DW0768'ELEVATION THAN THE STATION.  THE MARK IS LOCATED IN CENTER OF
 DW0768'SMALL RIDGE THAT LEADS UP NORTH SIDE OF HILL AND 5 FEET NORTH
 DW0768'OF A SMALL CAIRN.
 DW0768'
 DW0768'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ARM NO 2
 DW0768'1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0768'WHICH PROJECTS ABOUT 4 FEET ABOVE THE SURROUNDING ARETHE
 DW0768'MARK IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION
 DW0768'AND ON THE WESTERLY SIDE OF SMALL RIDGE.  THE MARK IS 29 FEET
 DW0768'NORTHWEST OF A SMALL CAIRN.
 DW0768'
 DW0768'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DW0768'A DRILL HOLE IN THE SOUTH SIDE OF A CONCRETE CULVERT IS STAMPED
 DW0768'957.48 932+78 1932.  THE MARK IS 185 FEET SOUTHWEST OF THE
 DW0768'SOUTHWEST CORNER OF A QUONSET BUILDING, 15 FEET SOUTH OF THE
 DW0768'CENTER OF ROAD AND IS ABOUT THE SAME ELEVATION AS ROAD.
 DW0768'
 DW0768'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 26.66 FEET
 DW0768'OR 8.125 METER.
 DW0768'
 DW0768'NOTE--R.M. NO. 1 WAS TOO CLOSE FOR A SECONDS READING.
 DW0768'
 DW0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0768
 DW0768                          STATION RECOVERY (1962)
 DW0768
 DW0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DW0768'1.8 MI W FROM QUARTZSITE.
 DW0768'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0768'POST OFFICE IN QUARTZSITE THENCE 0.65 MILES WEST ALONG OLD
 DW0768'U.S. HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE,
 DW0768'13 FEET NORTHWEST OF A 3 FOOT HIGH CAIRN, AND IS SET IN TOP OF A
 DW0768'ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
 DW0768
 DW0768                          STATION RECOVERY (1965)
 DW0768
 DW0768'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0768'MARK REFERENCE MARKS NO 1 AND 2, AND AZIMUTH MARK RECOVERED.
 DW0768'DESCRIPTION ADEQUATE
 DW0768
 DW0768                          STATION RECOVERY (1971)
 DW0768
 DW0768'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0768'GENERAL LOCATION ABOUT 2 MILES WEST OF QUARTZITE, ARIZONA.
 DW0768'
 DW0768'TO REACH FROM THE WEST QUARTZITE OVERPASS, ON INT. 10, SOUTH
 DW0768'THEN WEST ON THE OLD HIGHWAY FOR 1.2 MILES, PACK LEFT, SOUTH FOR
 DW0768'ABOUT 300 FT TO THE STATION ABOUT 1/3 TO THE TOP OF THE HILL.
 DW0768'
 DW0768'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 DW0768'CAP, SET IN A DRILL HOLE IN GRANITE, STAMPED ARM 1962.
 DW0768'
 DW0768'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK BRASS
 DW0768'CAPS, SET IN DRILL HOLES IN GRANITE OUTCROPS, STAMPED RESPECTIVELY,
 DW0768'ARM NO 1 1962, AND ARM NO 2 1962, AND 12 FT EAST OF AND 16 FT
 DW0768'NORTHWEST OF THE STATION.
 DW0768'
 DW0768'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0654 ***********************************************************************
 DV0654  DESIGNATION -  ARM AZ MK
 DV0654  PID         -  DV0654
 DV0654  STATE/COUNTY-  AZ/MARICOPA
 DV0654  USGS QUAD   -  PHOENIX (1982)
 DV0654
 DV0654                         *CURRENT SURVEY CONTROL
 DV0654  ___________________________________________________________________
 DV0654* NAD 83(1986)-  33 27 34.     (N)    112 02 22.     (W)     SCALED    
 DV0654* NAVD 88     -       337.97   (+/-2cm)    1108.8    (feet)  VERTCON   
 DV0654  ___________________________________________________________________
 DV0654  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0654
 DV0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0654
 DV0654.The horizontal coordinates were scaled from a topographic map and have
 DV0654.an estimated accuracy of +/- 6 seconds.
 DV0654
 DV0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0654.The vertical order pertains to the NGVD 29 superseded value.
 DV0654
 DV0654.The geoid height was determined by GEOID03.
 DV0654
 DV0654;                    North         East    Units  Estimated Accuracy
 DV0654;SPC AZ C     -   272,710.      201,950.      MT  (+/- 180 meters Scaled)
 DV0654
 DV0654                          SUPERSEDED SURVEY CONTROL
 DV0654
 DV0654  NGVD 29 (??/??/92)  337.315  (m)         1106.67   (f) ADJ UNCH    2 0
 DV0654
 DV0654.Superseded values are not recommended for survey control.
 DV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0654.See file dsdata.txt to determine how the superseded data were derived.
 DV0654
 DV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034027(NAD 83)
 DV0654_MARKER: DZ = AZIMUTH MARK DISK
 DV0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0654_SP_SET: CURB
 DV0654_STAMPING: ARM 1963
 DV0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0654
 DV0654  HISTORY     - Date     Condition        Report By
 DV0654  HISTORY     - 1963     MONUMENTED       CGS
 DV0654
 DV0654                          STATION DESCRIPTION
 DV0654
 DV0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0654'IN PHOENIX.
 DV0654'2.0 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0654'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, THENCE 1 BLOCK
 DV0654'NORTH ALONG NORTH 20TH STREET TO THE INTERSECTION OF EAST DIAMOND
 DV0654'STREET, 33 FEET EAST OF THE CENTER OF NORTH 20TH STREET, 18 FEET NORTH
 DV0654'OF THE CENTER OF EAST DIAMOND STREET, 18 FEET SOUTHEAST OF A FIRE
 DV0654'HYDRANT, 21 FEET SOUTHEAST OF POLE NO. 7358, ABOUT 0.5 FOOT ABOVE THE
 DV0654'LEVEL OF THE STREET, AND SET IN TOP OF THE NORTH CONCRETE CURB OF EAST
 DV0654'DIAMOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0650 ***********************************************************************
 DV0650  DESIGNATION -  ARM RM 1
 DV0650  PID         -  DV0650
 DV0650  STATE/COUNTY-  AZ/MARICOPA
 DV0650  USGS QUAD   -  PHOENIX (1982)
 DV0650
 DV0650                         *CURRENT SURVEY CONTROL
 DV0650  ___________________________________________________________________
 DV0650* NAD 83(1986)-  33 27 34.     (N)    112 02 53.     (W)     SCALED    
 DV0650* NAVD 88     -       336.026  (meters)    1102.45   (feet)  ADJUSTED  
 DV0650  ___________________________________________________________________
 DV0650  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0650  DYNAMIC HT  -         335.638 (meters)    1101.17  (feet)  COMP
 DV0650  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0650
 DV0650  VERT ORDER  -  SECOND    CLASS 0
 DV0650
 DV0650.The horizontal coordinates were scaled from a topographic map and have
 DV0650.an estimated accuracy of +/- 6 seconds.
 DV0650
 DV0650.The orthometric height was determined by differential leveling
 DV0650.and adjusted by the National Geodetic Survey in November 1993..
 DV0650
 DV0650.The geoid height was determined by GEOID03.
 DV0650
 DV0650.The dynamic height is computed by dividing the NAVD 88
 DV0650.geopotential number by the normal gravity value computed on the
 DV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0650.degrees latitude (g = 980.6199 gals.).
 DV0650
 DV0650.The modeled gravity was interpolated from observed gravity values.
 DV0650
 DV0650;                    North         East    Units  Estimated Accuracy
 DV0650;SPC AZ C     -   272,710.      201,150.      MT  (+/- 180 meters Scaled)
 DV0650
 DV0650                          SUPERSEDED SURVEY CONTROL
 DV0650
 DV0650  NGVD 29 (??/??/92)  335.361  (m)         1100.26   (f) ADJ UNCH    2 0
 DV0650
 DV0650.Superseded values are not recommended for survey control.
 DV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0650.See file dsdata.txt to determine how the superseded data were derived.
 DV0650
 DV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026027(NAD 83)
 DV0650_MARKER: DR = REFERENCE MARK DISK
 DV0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0650_SP_SET: CURB
 DV0650_STAMPING: ARM NO 1 1963
 DV0650_MARK LOGO: CGS   
 DV0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0650
 DV0650  HISTORY     - Date     Condition        Report By
 DV0650  HISTORY     - 1963     MONUMENTED       CGS
 DV0650  HISTORY     - 1979     GOOD             AZDT
 DV0650
 DV0650                          STATION DESCRIPTION
 DV0650
 DV0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0650'IN PHOENIX.
 DV0650'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0650'PHOENIX, ABOUT 1.5 MILE EAST OF NORTH CENTRAL AVENUE, 51.7 FEET
 DV0650'NORTHEAST OF TRAVERSE STATION ARM, 19 FEET NORTH OF THE CENTER OF EAST
 DV0650'DIAMOND ST., 5 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND SET IN TOP OF
 DV0650'THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE INTERSECTION.
 DV0650
 DV0650                          STATION RECOVERY (1979)
 DV0650
 DV0650'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0769 ***********************************************************************
 DW0769  DESIGNATION -  ARM RM 1
 DW0769  PID         -  DW0769
 DW0769  STATE/COUNTY-  AZ/LA PAZ
 DW0769  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0769
 DW0769                         *CURRENT SURVEY CONTROL
 DW0769  ___________________________________________________________________
 DW0769* NAD 83(1986)-  33 39 13.     (N)    114 15 27.     (W)     SCALED    
 DW0769* NAVD 88     -       323.98   (+/-2cm)    1062.9    (feet)  VERTCON   
 DW0769  ___________________________________________________________________
 DW0769  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0769
 DW0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0769
 DW0769.The horizontal coordinates were scaled from a topographic map and have
 DW0769.an estimated accuracy of +/- 6 seconds.
 DW0769
 DW0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0769.The vertical order pertains to the NGVD 29 superseded value.
 DW0769
 DW0769.The geoid height was determined by GEOID03.
 DW0769
 DW0769;                    North         East    Units  Estimated Accuracy
 DW0769;SPC AZ W     -   294,360.      166,290.      MT  (+/- 180 meters Scaled)
 DW0769
 DW0769                          SUPERSEDED SURVEY CONTROL
 DW0769
 DW0769  NGVD 29 (??/??/??)  323.299  (m)         1060.69   (f) ADJUSTED    2 0
 DW0769
 DW0769.Superseded values are not recommended for survey control.
 DW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0769.See file dsdata.txt to determine how the superseded data were derived.
 DW0769
 DW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543271(NAD 83)
 DW0769_MARKER: DR = REFERENCE MARK DISK
 DW0769_SETTING: 66 = SET IN ROCK OUTCROP
 DW0769_SP_SET: ROCK OUTCROP
 DW0769_STAMPING: ARM NO1 1962
 DW0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0769+STABILITY: POSITION/ELEVATION WELL
 DW0769
 DW0769  HISTORY     - Date     Condition        Report By
 DW0769  HISTORY     - 1962     MONUMENTED       CGS
 DW0769
 DW0769                          STATION DESCRIPTION
 DW0769
 DW0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0769'1.8 MI W FROM QUARTZSITE.
 DW0769'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0769'POST OFFICE AT QUARTZSITE, THENCE 0.65 MILES WEST ALONG OLD
 DW0769'U.S. HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE,
 DW0769'12 FEET EAST OF TRAVERSE STATION ARM, 4 FEET NORTH OF A 3 FOOT
 DW0769'HIGH CAIRN, AND IS SET IN TOP OF A ROCK OUTCROP PROJECTING 2
 DW0769'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0648 ***********************************************************************
 DV0648  DESIGNATION -  ARM RM 2
 DV0648  PID         -  DV0648
 DV0648  STATE/COUNTY-  AZ/MARICOPA
 DV0648  USGS QUAD   -  PHOENIX (1982)
 DV0648
 DV0648                         *CURRENT SURVEY CONTROL
 DV0648  ___________________________________________________________________
 DV0648* NAD 83(1986)-  33 27 34.     (N)    112 02 53.     (W)     SCALED    
 DV0648* NAVD 88     -       335.991  (meters)    1102.33   (feet)  ADJUSTED  
 DV0648  ___________________________________________________________________
 DV0648  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0648  DYNAMIC HT  -         335.602 (meters)    1101.05  (feet)  COMP
 DV0648  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0648
 DV0648  VERT ORDER  -  SECOND    CLASS 0
 DV0648
 DV0648.The horizontal coordinates were scaled from a topographic map and have
 DV0648.an estimated accuracy of +/- 6 seconds.
 DV0648
 DV0648.The orthometric height was determined by differential leveling
 DV0648.and adjusted by the National Geodetic Survey in November 1993..
 DV0648
 DV0648.The geoid height was determined by GEOID03.
 DV0648
 DV0648.The dynamic height is computed by dividing the NAVD 88
 DV0648.geopotential number by the normal gravity value computed on the
 DV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0648.degrees latitude (g = 980.6199 gals.).
 DV0648
 DV0648.The modeled gravity was interpolated from observed gravity values.
 DV0648
 DV0648;                    North         East    Units  Estimated Accuracy
 DV0648;SPC AZ C     -   272,710.      201,150.      MT  (+/- 180 meters Scaled)
 DV0648
 DV0648                          SUPERSEDED SURVEY CONTROL
 DV0648
 DV0648  NGVD 29 (??/??/92)  335.324  (m)         1100.14   (f) ADJ UNCH    2 0
 DV0648
 DV0648.Superseded values are not recommended for survey control.
 DV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0648.See file dsdata.txt to determine how the superseded data were derived.
 DV0648
 DV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026027(NAD 83)
 DV0648_MARKER: DR = REFERENCE MARK DISK
 DV0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0648_SP_SET: CURB
 DV0648_STAMPING: ARM NO 2 1963
 DV0648_MARK LOGO: CGS   
 DV0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0648
 DV0648  HISTORY     - Date     Condition        Report By
 DV0648  HISTORY     - 1963     MONUMENTED       CGS
 DV0648  HISTORY     - 1979     GOOD             AZDT
 DV0648
 DV0648                          STATION DESCRIPTION
 DV0648
 DV0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0648'IN PHOENIX.
 DV0648'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0648'PHOENIX, ABOUT 1.5 MILES EAST OF NORTH CENTRAL AVENUE, 49.3 FEET
 DV0648'NORTHWEST OF TRAVERSE STATION ARM, 17.5 FEET NORTH OF THE CENTER OF
 DV0648'EAST DIAMOND STREET, 58 FEET WEST OF THE WEST CURB OF NORTH 16TH
 DV0648'STREET, 46 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, AND SET
 DV0648'IN TOP OF THE NORTH CONCRETE CURB OF EAST DIAMOND STREET.
 DV0648
 DV0648                          STATION RECOVERY (1979)
 DV0648
 DV0648'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0767 ***********************************************************************
 DW0767  DESIGNATION -  ARM RM 2
 DW0767  PID         -  DW0767
 DW0767  STATE/COUNTY-  AZ/LA PAZ
 DW0767  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0767
 DW0767                         *CURRENT SURVEY CONTROL
 DW0767  ___________________________________________________________________
 DW0767* NAD 83(1986)-  33 39 12.     (N)    114 15 28.     (W)     SCALED    
 DW0767* NAVD 88     -       323.44   (+/-2cm)    1061.2    (feet)  VERTCON   
 DW0767  ___________________________________________________________________
 DW0767  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0767
 DW0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0767
 DW0767.The horizontal coordinates were scaled from a topographic map and have
 DW0767.an estimated accuracy of +/- 6 seconds.
 DW0767
 DW0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0767.The vertical order pertains to the NGVD 29 superseded value.
 DW0767
 DW0767.The geoid height was determined by GEOID03.
 DW0767
 DW0767;                    North         East    Units  Estimated Accuracy
 DW0767;SPC AZ W     -   294,330.      166,260.      MT  (+/- 180 meters Scaled)
 DW0767
 DW0767                          SUPERSEDED SURVEY CONTROL
 DW0767
 DW0767  NGVD 29 (??/??/??)  322.762  (m)         1058.93   (f) ADJUSTED    2 0
 DW0767
 DW0767.Superseded values are not recommended for survey control.
 DW0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0767.See file dsdata.txt to determine how the superseded data were derived.
 DW0767
 DW0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543270(NAD 83)
 DW0767_MARKER: DR = REFERENCE MARK DISK
 DW0767_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0767_SP_SET: UNSPECIFIED ROCK
 DW0767_STAMPING: ARM NO2 1962
 DW0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0767
 DW0767  HISTORY     - Date     Condition        Report By
 DW0767  HISTORY     - 1962     MONUMENTED       CGS
 DW0767
 DW0767                          STATION DESCRIPTION
 DW0767
 DW0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0767'1.8 MI W FROM QUARTZSITE.
 DW0767'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0767'OFFICE AT QUARTZSITE, THENCE 0.65 MILES WEST ALONG OLD U.S.
 DW0767'HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE, 29.0
 DW0767'FEET NORTHWEST OF TRAVERSE STATION ARM, 16.1 FEET NORTHWEST OF A
 DW0767'3 FOOT HIGH CAIRN, AND IS SET IN TOP OF A LARGE ROCK PROJECTING
 DW0767'ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1832 ***********************************************************************
 DU1832  DESIGNATION -  ARMER
 DU1832  PID         -  DU1832
 DU1832  STATE/COUNTY-  AZ/GILA
 DU1832  USGS QUAD   -  ARMER MOUNTAIN (1964)
 DU1832
 DU1832                         *CURRENT SURVEY CONTROL
 DU1832  ___________________________________________________________________
 DU1832* NAD 83(1992)-  33 49 15.45993(N)    111 00 39.54684(W)     ADJUSTED  
 DU1832* NAVD 88     -      2228.8    (meters)    7312.     (feet)  VERTCON   
 DU1832  ___________________________________________________________________
 DU1832  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 DU1832  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DU1832
 DU1832  HORZ ORDER  -  THIRD
 DU1832
 DU1832.The horizontal coordinates were established by classical geodetic methods
 DU1832.and adjusted by the National Geodetic Survey in August 1993..
 DU1832
 DU1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1832
 DU1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1832
 DU1832.The geoid height was determined by GEOID03.
 DU1832
 DU1832;                    North         East     Units Scale Factor Converg.
 DU1832;SPC AZ E     -   313,117.250   135,201.275   MT  0.99997528   -0 28 11.9
 DU1832;SPC AZ E     - 1,027,287.57    443,573.74   iFT  0.99997528   -0 28 11.9
 DU1832;UTM  12      - 3,742,304.842   498,983.414   MT  0.99960001   -0 00 22.0
 DU1832
 DU1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1832!SPC AZ E     -   0.99965441  x   0.99997528  =   0.99962970
 DU1832!UTM  12      -   0.99965441  x   0.99960001  =   0.99925456
 DU1832
 DU1832|---------------------------------------------------------------------|
 DU1832| PID    Reference Object                     Distance      Geod. Az  |
 DU1832|                                                           dddmmss.s |
 DU1832| DU1850 ARMER RM 1                            8.669 METERS 03821     |
 DU1832| DU2026 DUTCHWOMAN                          APPROX.10.7 KM 2370429.5 |
 DU1832| DU1851 ARMER RM 2                           10.464 METERS 30048     |
 DU1832|---------------------------------------------------------------------|
 DU1832
 DU1832                          SUPERSEDED SURVEY CONTROL
 DU1832
 DU1832  NAD 83(1986)-  33 49 15.45454(N)    111 00 39.55122(W) AD(       ) 3
 DU1832  NGVD 29 (09/20/88) 2228.0    (m)         7310.     (f) VERT ANG       
 DU1832
 DU1832.Superseded values are not recommended for survey control.
 DU1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1832.See file dsdata.txt to determine how the superseded data were derived.
 DU1832
 DU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9898342305(NAD 83)
 DU1832_MARKER: DS = TRIANGULATION STATION DISK
 DU1832_SETTING: 80 = SET IN A BOULDER
 DU1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1832+STABILITY: SURFACE MOTION
 DU1832
 DU1832  HISTORY     - Date     Condition        Report By
 DU1832  HISTORY     - 1947     MONUMENTED       USGS
 DU1832
 DU1832                          STATION DESCRIPTION
 DU1832
 DU1832'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1832'LOCATED 32 MI NW. OF GLOBE, 20 MI SSW. OF YOUNG.  ON HIGHEST PART
 DU1832'OF PROMINENT, LONG RIDGE KNOWN LOCALLY AS ARMER MTN.
 DU1832'
 DU1832'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.2 MI W. ON HWY. 60.  TURN
 DU1832'RIGHT ON APACHE TRAIL RD. 14.7 MI TO RD. FORKS.  TAKE RIGHT FORK
 DU1832'TOWARD YOUNG 24 MI CROSSING SUMMIT BETWEEN SIERRA ANCHA
 DU1832'EXPERIMENT STATION AND ROSE CREEK LODGE AND PART WAY DOWN
 DU1832'CLEARING TO LEFT.  DRIVE 0.1 MI W. THROUGH CLEARING TO SIGN
 DU1832'ARMER MT. TRAIL, FOLLOW TRAIL 0.5 MI TO END OF TRUCK TRAVEL,
 DU1832'CONTINUE ALONG BLAZED TRAIL ABOUT 3 MI TO FENCE, PASS THROUGH
 DU1832'FENCE AND GO ABOUT 100 FT.  GO 50 FT. W. TO CLEARED LANE, FOLLOW
 DU1832'LANE TO STATION.  A 2-HOUR PACK.
 DU1832'
 DU1832'STATION MARK--STANDARD TABLET STAMPED---ARMER 1947---, CEMENTED IN
 DU1832'ROCK.
 DU1832'
 DU1832'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 8-INCH PINE TREE.
 DU1832'
 DU1832'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0903 ***********************************************************************
 ET0903  DESIGNATION -  ARMISTICE
 ET0903  PID         -  ET0903
 ET0903  STATE/COUNTY-  AZ/YAVAPAI
 ET0903  USGS QUAD   -  ESTLER PEAK (1974)
 ET0903
 ET0903                         *CURRENT SURVEY CONTROL
 ET0903  ___________________________________________________________________
 ET0903* NAD 83(1992)-  34 25 44.68413(N)    112 02 44.31371(W)     ADJUSTED  
 ET0903* NAVD 88     -      1289.     (meters)    4229.     (feet)  VERTCON   
 ET0903  ___________________________________________________________________
 ET0903  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 ET0903  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0903
 ET0903  HORZ ORDER  -  SECOND
 ET0903
 ET0903.The horizontal coordinates were established by classical geodetic methods
 ET0903.and adjusted by the National Geodetic Survey in August 1993..
 ET0903
 ET0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0903
 ET0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0903
 ET0903.The geoid height was determined by GEOID03.
 ET0903
 ET0903;                    North         East     Units Scale Factor Converg.
 ET0903;SPC AZ C     -   380,252.758   201,506.004   MT  0.99990173   -0 04 22.5
 ET0903;SPC AZ C     - 1,247,548.42    661,108.94   iFT  0.99990173   -0 04 22.5
 ET0903;UTM  12      - 3,810,228.766   403,923.449   MT  0.99971378   -0 35 28.5
 ET0903
 ET0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0903!SPC AZ C     -   0.99980188  x   0.99990173  =   0.99970363
 ET0903!UTM  12      -   0.99980188  x   0.99971378  =   0.99951571
 ET0903
 ET0903|---------------------------------------------------------------------|
 ET0903| PID    Reference Object                     Distance      Geod. Az  |
 ET0903|                                                           dddmmss.s |
 ET0903| CH2212 ARMISTICE RM 1                        9.873 METERS 07220     |
 ET0903| ET0216 ASH                                 APPROX. 5.3 KM 2211743.9 |
 ET0903| CH2213 ARMISTICE RM 2                       18.450 METERS 34616     |
 ET0903|---------------------------------------------------------------------|
 ET0903
 ET0903                          SUPERSEDED SURVEY CONTROL
 ET0903
 ET0903  NAD 83(1986)-  34 25 44.67862(N)    112 02 44.31283(W) AD(       ) 2
 ET0903  NAD 27      -  34 25 44.58390(N)    112 02 41.74860(W) AD(       ) 2
 ET0903  NGVD 29 (07/19/86) 1288.     (m)         4226.     (f) VERT ANG       
 ET0903
 ET0903.Superseded values are not recommended for survey control.
 ET0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0903.See file dsdata.txt to determine how the superseded data were derived.
 ET0903
 ET0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0392310229(NAD 83)
 ET0903_MARKER: DS = TRIANGULATION STATION DISK
 ET0903_SETTING: 66 = SET IN ROCK OUTCROP
 ET0903
 ET0903  HISTORY     - Date     Condition        Report By
 ET0903  HISTORY     - 1959     MONUMENTED       CGS
 ET0903
 ET0903                          STATION DESCRIPTION
 ET0903
 ET0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0903'THE STATION IS LOCATED ON A ROCKY HILL THAT HAS MODERATE
 ET0903'SLOPES ON THREE SIDES BUT RISES IN A BLUFF ON THE SOUTH SIDE.
 ET0903'IT IS ABOUT 8 MILES NORTHEAST OF CORDES JUNCTION, 6 MILES
 ET0903'NORTHWEST OF DUGAS AND 0.5 MILE WEST OF ARIZONA STATE HIGHWAY
 ET0903'79.  A UTILITY POLE LINE CROSSES THE HILL WEST OF THE STATION.
 ET0903'
 ET0903'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTHERLY ON
 ET0903'ARIZONA STATE HIGHWAY 79 FOR 9.1 MILES TO A METAL GATE IN
 ET0903'THE RIGHT-OF-WAY FENCE ON THE LEFT.  GO THROUGH THE GATE AND
 ET0903'FOLLOW A TRACK ROAD FOR 0.25 MILE ALONG A LOW RIDGE TO A DIM
 ET0903'FORK, TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.2 MILE TO A
 ET0903'DIM FORK AT THE BASE OF THE HILL, TURN LEFT AND GO UP THE HILL
 ET0903'FOR 0.1 MILE TO THE TOP OF THE RISE AND THE STATION AT THE
 ET0903'SOUTHEAST EDGE OF THE HILL.
 ET0903'
 ET0903'THE STATION MARK IS A STANDARD DISK STAMPED ARMISTICE 1958, SET
 ET0903'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES AND IS 7.9
 ET0903'FEET NORTHWEST OF A WITNESS POST.
 ET0903'
 ET0903'R.M. 1 IS A STANDARD DISK STAMPED ARMISTICE NO 1 1958, SET
 ET0903'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 ET0903'35.9 FEET NORTHEAST OF THE WITNESS POST.
 ET0903'
 ET0903'R.M. 2 IS A STANDARD DISK STAMPED ARMISTICE NO 2 1958, SET
 ET0903'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 ET0903'68 FEET NORTHWEST OF THE WITNESS POST.
 ET0903'
 ET0903'TRIANGULATION STATION ASH CAN BE USED AS AN AZIMUTH MARK.
 ET0903'(SEE DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6808 ***********************************************************************
 AC6808  SACS        -  This is a Secondary Airport Control Station.
 AC6808  DESIGNATION -  ARP 2 GCN
 AC6808  PID         -  AC6808
 AC6808  STATE/COUNTY-  AZ/COCONINO
 AC6808  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6808
 AC6808                         *CURRENT SURVEY CONTROL
 AC6808  ___________________________________________________________________
 AC6808* NAD 83(1992)-  35 57 05.55168(N)    112 08 48.20266(W)     ADJUSTED  
 AC6808* NAVD 88     -      1999.81   (meters)    6561.0    (feet)  GPS OBS   
 AC6808  ___________________________________________________________________
 AC6808  X           -  -1,949,270.680 (meters)                     COMP
 AC6808  Y           -  -4,789,267.136 (meters)                     COMP
 AC6808  Z           -   3,725,001.110 (meters)                     COMP
 AC6808  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AC6808  ELLIP HEIGHT-        1977.01  (meters)          (01/12/01) GPS OBS
 AC6808  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AC6808
 AC6808  HORZ ORDER  -  FIRST
 AC6808  ELLP ORDER  -  FOURTH    CLASS I
 AC6808
 AC6808.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6808
 AC6808.The horizontal coordinates were established by GPS observations
 AC6808.and adjusted by the National Geodetic Survey in March 1997..
 AC6808
 AC6808.The orthometric height was determined by GPS observations and a
 AC6808.high-resolution geoid model.
 AC6808
 AC6808.GPS derived orthometric heights for airport stations designated as
 AC6808.PACS or SACS are published to 2 decimal places.  This maintains
 AC6808.centimeter relative accuracy between the PACS and SACS.  It does
 AC6808.not indicate centimeter accuracy relative to other marks which are
 AC6808.part of the NAVD 88 network.
 AC6808
 AC6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6808
 AC6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6808
 AC6808.The ellipsoidal height was determined by GPS observations
 AC6808.and is referenced to NAD 83.
 AC6808
 AC6808.The geoid height was determined by GEOID03.
 AC6808
 AC6808;                    North         East     Units Scale Factor Converg.
 AC6808;SPC AZ C     -   549,161.075   192,606.652   MT  0.99990531   -0 08 06.2
 AC6808;SPC AZ C     - 1,801,709.56    631,911.59   iFT  0.99990531   -0 08 06.2
 AC6808;UTM  12      - 3,979,181.425   396,583.231   MT  0.99973178   -0 40 23.9
 AC6808
 AC6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6808!SPC AZ C     -   0.99968980  x   0.99990531  =   0.99959514
 AC6808!UTM  12      -   0.99968980  x   0.99973178  =   0.99942167
 AC6808
 AC6808                          SUPERSEDED SURVEY CONTROL
 AC6808
 AC6808  ELLIP H (03/14/97) 1977.07   (m)                       GP(       ) 3 1
 AC6808
 AC6808.Superseded values are not recommended for survey control.
 AC6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6808.See file dsdata.txt to determine how the superseded data were derived.
 AC6808
 AC6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9658379181(NAD 83)
 AC6808_MARKER: DD = SURVEY DISK
 AC6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6808_STAMPING: ARP 2 GCN 1976
 AC6808_MARK LOGO: NOS   
 AC6808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6808+STABILITY: SURFACE MOTION
 AC6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6808+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6808
 AC6808  HISTORY     - Date     Condition        Report By
 AC6808  HISTORY     - 1976     MONUMENTED       NOS
 AC6808  HISTORY     - 19890615 GOOD             NGS
 AC6808  HISTORY     - 19951211 GOOD             CHANCE
 AC6808  HISTORY     - 19970502 GOOD             NGS
 AC6808
 AC6808                          STATION DESCRIPTION
 AC6808
 AC6808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6808'THE STATION IS LOCATED AT MIDFIELD ON A SMALL SLIP OF ELEVATED GROUND,
 AC6808'140.2 FT (42.7 M) SW OF THE SW EDGE OF A CROSSOVER TAXIWAY, 127 FT
 AC6808'(38.7 M) SW OF THE CORNER TAXIWAY LIGHT, 104.5 FT (31.9 M) WEST OF THE
 AC6808'CENTER OF A RECTANGULAR MANHOLE COVER AND 115.6 FT (35.2 M) WEST OF
 AC6808'THE WEST EDGE OF THE PARALLEL TAXIWAY.  IT IS A STANDARD DISK SET IN A
 AC6808'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2 GCN 1976.
 AC6808
 AC6808                          STATION RECOVERY (1995)
 AC6808
 AC6808'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6808'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6808'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6808'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6808'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6808'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6808'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON STATE PARK,
 AC6808'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6808'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6808'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY ALONG AIRPORT ROAD FOR 0.8
 AC6808'KM (0.50 MI) TO THE TERMINAL BUILDING.  CONTINUE FOR 0.4 KM (0.25 MI)
 AC6808'TO THE AIRPORT OPERATIONS BUILDING AND A FURTHER 0.15 KM (0.10 MI) TO
 AC6808'THE AIRPORT FENCE.  TURN LEFT AND PROCEED SOUTHWEST FOR 0.7 KM (0.45
 AC6808'MI) ALONG ROAD PARALLELING FENCE TO GATE 11 (SOUTHERN RAMP) .  PASS
 AC6808'THROUGH GATE 11 AND PROCEED WEST FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6808'WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST ALONG THE
 AC6808'TAXIWAY FOR 0.4 KM (0.25 MI) TO THE JUNCTION WITH TAXIWAY E AND THE
 AC6808'STATION ON THE RIGHT BETWEEN THE PARALLEL TAXIWAY AND RUNWAY 3-21 AND
 AC6808'SOUTHWEST OF TAXIWAY E THE STATION IS A STANDARD NOS SURVEY DISK SET
 AC6808'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AC6808'STATION IS LOCATED 32.50 M (106.63 FT) SOUTHWEST OF THE CONCRETE BASE
 AC6808'OF A SIGN, 43.00 M (141.08 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC6808'TAXIWAY E, 52.30 M (171.59 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC6808'RUNWAY 3-21, 31.80 M (104.33 FT) NORTHWEST OF A MANHOLE COVER, 35.30 M
 AC6808'(115.81 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE PARALLEL TAXIWAY,
 AC6808'AND 0.9 M (3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST THE STATION
 AC6808'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA
 AC6808'ANA SURVEYS 1996
 AC6808
 AC6808                          STATION RECOVERY (1997)
 AC6808
 AC6808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6808'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6808'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6808'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6808'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6808'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6808'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6808'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6808'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6808'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH 0.6 KM (0.35 MI) TO GATE 8
 AC6808'ON THE RIGHT JUST NORTH OF THE GRAND CANYON AIRLINES TERMINAL
 AC6808'BUILDING.  TURN RIGHT AND GO WEST (PASSING THROUGH THE LOCKED GATE)
 AC6808'FOR 0.2 KM (0.10 MI) ACROSS THE GENERAL AVIATION PARKING AREA TO
 AC6808'PARALLEL TAXIWAY P.  TURN LEFT AND GO SOUTHWEST ALONG THE TAXIWAY FOR
 AC6808'1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT IN THE GRASS STRIP
 AC6808'BETWEEN THE RUNWAY AND PARALELL TAXIWAY JUST PAST CONNECTING TAXIWAY
 AC6808'E.  THE STATION IS LOCATED 52.4 M (171.9 FT) SOUTHEAST OF THE EAST
 AC6808'EDGE OF THE RUNWAY, 43.0 M (141.1 FT) SOUTHWEST OF THE SOUTH EDGE OF
 AC6808'TAXIWAY E, 35.4 M (116.1 FT) NORTHWEST OF THE WEST EDGE OF TAXIWAY P,
 AC6808'AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS
 AC6808'STATION HAS BEEN SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6840 ***********************************************************************
 AC6840  SACS        -  This is a Secondary Airport Control Station.
 AC6840  DESIGNATION -  ARP 3 TUS
 AC6840  PID         -  AC6840
 AC6840  STATE/COUNTY-  AZ/PIMA
 AC6840  USGS QUAD   -  TUCSON SW (1992)
 AC6840
 AC6840                         *CURRENT SURVEY CONTROL
 AC6840  ___________________________________________________________________
 AC6840* NAD 83(1992)-  32 07 05.10782(N)    110 56 34.22642(W)     ADJUSTED  
 AC6840* NAVD 88     -       789.53   (meters)    2590.3    (feet)  GPS OBS   
 AC6840  ___________________________________________________________________
 AC6840  X           -  -1,932,927.353 (meters)                     COMP
 AC6840  Y           -  -5,050,501.912 (meters)                     COMP
 AC6840  Z           -   3,371,932.930 (meters)                     COMP
 AC6840  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AC6840  ELLIP HEIGHT-         760.07  (meters)          (01/12/01) GPS OBS
 AC6840  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC6840
 AC6840  HORZ ORDER  -  FIRST
 AC6840  ELLP ORDER  -  FOURTH    CLASS I
 AC6840
 AC6840.This mark is at Tucson Intl Airport (TUS)
 AC6840
 AC6840.The horizontal coordinates were established by GPS observations
 AC6840.and adjusted by the National Geodetic Survey in March 1997..
 AC6840
 AC6840.The orthometric height was determined by GPS observations and a
 AC6840.high-resolution geoid model.
 AC6840
 AC6840.GPS derived orthometric heights for airport stations designated as
 AC6840.PACS or SACS are published to 2 decimal places.  This maintains
 AC6840.centimeter relative accuracy between the PACS and SACS.  It does
 AC6840.not indicate centimeter accuracy relative to other marks which are
 AC6840.part of the NAVD 88 network.
 AC6840
 AC6840.Photographs are available for this station.
 AC6840
 AC6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6840
 AC6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6840
 AC6840.The ellipsoidal height was determined by GPS observations
 AC6840.and is referenced to NAD 83.
 AC6840
 AC6840.The geoid height was determined by GEOID03.
 AC6840
 AC6840;                    North         East     Units Scale Factor Converg.
 AC6840;SPC AZ C     -   124,375.185   305,254.495   MT  1.00000411   +0 31 04.0
 AC6840;SPC AZ C     -   408,055.07  1,001,491.13   iFT  1.00000411   +0 31 04.0
 AC6840;UTM  12      - 3,553,526.133   505,392.073   MT  0.99960036   +0 01 49.4
 AC6840
 AC6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6840!SPC AZ C     -   0.99988067  x   1.00000411  =   0.99988478
 AC6840!UTM  12      -   0.99988067  x   0.99960036  =   0.99948108
 AC6840
 AC6840                          SUPERSEDED SURVEY CONTROL
 AC6840
 AC6840  ELLIP H (03/14/97)  760.16   (m)                       GP(       ) 3 1
 AC6840
 AC6840.Superseded values are not recommended for survey control.
 AC6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6840.See file dsdata.txt to determine how the superseded data were derived.
 AC6840
 AC6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0539253526(NAD 83)
 AC6840_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6840_STAMPING: ARP 3 TUS 1970
 AC6840_MARK LOGO: CGS   
 AC6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6840+STABILITY: SURFACE MOTION
 AC6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6840+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 AC6840
 AC6840  HISTORY     - Date     Condition        Report By
 AC6840  HISTORY     - 1970     MONUMENTED       CGS
 AC6840  HISTORY     - 19930615 GOOD             NGS
 AC6840  HISTORY     - 19951218 GOOD             CHANCE
 AC6840  HISTORY     - 19970625 GOOD             NGS
 AC6840  HISTORY     - 19980824 GOOD             NGS
 AC6840  HISTORY     - 20040115 GOOD             NGS
 AC6840
 AC6840                          STATION DESCRIPTION
 AC6840
 AC6840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6840'THE STATION IS LOCATED IN THE SOUTHEASTERN QUADRANT OF A SOD RECTANGLE
 AC6840'FORMED BY RUNWAY 11L/29R, RUNWAY 11R/29L, TAXIWAY 7, AND TAXIWAY BD
 AC6840'NEAR THE EDGE OF RUNWAY 11L/29R.  THE STATION IS 276 FT (84.1 M)
 AC6840'NORTHWEST OF THE WEST CORNER OF THE 6000 FT (1828.8 M) MARKER, 254.1
 AC6840'FT (77.4 M) SOUTH OF THE FOURTH RUNWAY LIGHT NORTH OF TAXIWAY BC,
 AC6840'223.3 FT (68.1 M) WEST OF THE SECOND RUNWAY LIGHT, 164.6 FT (50.2 M)
 AC6840'SOUTHWEST OF THE THIRD RUNWAY LIGHT, AND 162.9 FT (49.7 M) SOUTHWEST
 AC6840'OF THE EDGE OF RUNWAY 11L/29R.  THE MARK IS A STANDARD TOPOGRAPHIC
 AC6840'STATION DISK, STAMPED ARP 3 TUS 1970, SET IN A 10 INCH CONCRETE POST
 AC6840'AND IT IS FLUSH WITH THE GROUND.
 AC6840
 AC6840                          STATION RECOVERY (1995)
 AC6840
 AC6840'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6840'THE STATION IS LOCATED IN THE CITY OF TUCSON AT THE TUCSON
 AC6840'INTERNATIONAL AIRPORT.  OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY,
 AC6840'RUBEN SALCIDO - MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171 TO
 AC6840'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND TUCSON
 AC6840'BOULEVARD (EXIT 263 ON INTERSTATE 10) IN TUCSON, PROCEED SOUTH ON
 AC6840'TUCSON BOULEVARD FOR 8.0 KM (4.95 MI) TO THE JUNCTION WITH ELVIRA ROAD
 AC6840'(0.8 KM SOUTH OF VALENCIA ROAD) .  TURN RIGHT AND GO WEST ON ELVIRA
 AC6840'ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY MAINTENANCE
 AC6840'DEPARTMENT AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR
 AC6840'0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY D. TURN LEFT AND GO
 AC6840'SOUTH ON TAXIWAY D FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH TAXIWAY
 AC6840'A.  TURN LEFT AND GO SOUTHEAST ALONG TAXIWAY A FOR 0.55 KM (0.35 MI)
 AC6840'TO THE JUNCTION WITH TAXIWAY A7.  TURN RIGHT AND GO SOUTH ON TAXIWAY
 AC6840'A7 FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 11L-29R.  CROSS
 AC6840'THE RUNWAY AND CONTINUE TO TAXIWAY A8 AND THE STATION ON THE RIGHT THE
 AC6840'STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A 25 CM X 25 CM
 AC6840'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 AC6840'LOCATED 49.60 M (162.73 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 AC6840'11L-29R, 68.06 M (223.29 FT) WEST OF THE SECOND RUNWAY LIGHT NORTHWEST
 AC6840'OF TAXIWAY A8, 50.20 M (164.70 FT) SOUTHWEST OF THE THIRD TAXIWAY
 AC6840'LIGHT NORTHWEST OF TAXIWAY A8, AND 0.9 M (3.0 FT) SOUTHEAST OF A
 AC6840'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6840'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6840
 AC6840                          STATION RECOVERY (1997)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6840'RECOVERED AS DESCRIBED.
 AC6840
 AC6840                          STATION RECOVERY (1998)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AC6840'RECOVERED AS DESCRIBED.
 AC6840
 AC6840                          STATION RECOVERY (2004)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AC6840'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC6840' 
 AC6840'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6866 ***********************************************************************
 DH6866  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6866  DESIGNATION -  ARRASTRA
 DH6866  PID         -  DH6866
 DH6866  STATE/COUNTY-  AZ/GILA
 DH6866  USGS QUAD   -  CUTTER (1979)
 DH6866
 DH6866                         *CURRENT SURVEY CONTROL
 DH6866  ___________________________________________________________________
 DH6866* NAD 83(1992)-  33 17 58.19293(N)    110 44 44.27789(W)     ADJUSTED  
 DH6866* NAVD 88     -      1282.53   (meters)    4207.8    (feet)  GPS OBS   
 DH6866  ___________________________________________________________________
 DH6866  X           -  -1,890,598.459 (meters)                     COMP
 DH6866  Y           -  -4,991,297.622 (meters)                     COMP
 DH6866  Z           -   3,482,458.072 (meters)                     COMP
 DH6866  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DH6866  ELLIP HEIGHT-        1255.28  (meters)          (08/22/05) GPS OBS
 DH6866  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DH6866
 DH6866  HORZ ORDER  -  B
 DH6866  ELLP ORDER  -  FOURTH    CLASS II
 DH6866
 DH6866.The horizontal coordinates were established by GPS observations
 DH6866.and adjusted by the National Geodetic Survey in August 2005..
 DH6866
 DH6866.The orthometric height was determined by GPS observations and a
 DH6866.high-resolution geoid model using precise GPS observation and
 DH6866.processing techniques.
 DH6866
 DH6866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6866
 DH6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6866
 DH6866.The ellipsoidal height was determined by GPS observations
 DH6866.and is referenced to NAD 83.
 DH6866
 DH6866.The geoid height was determined by GEOID03.
 DH6866
 DH6866;                    North         East     Units Scale Factor Converg.
 DH6866;SPC AZ E     -   255,114.250   159,442.325   MT  0.99993583   -0 19 04.3
 DH6866;SPC AZ E     -   836,989.01    523,104.74   iFT  0.99993583   -0 19 04.3
 DH6866;UTM  12      - 3,684,518.984   523,681.354   MT  0.99960691   +0 08 22.7
 DH6866
 DH6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6866!SPC AZ E     -   0.99980296  x   0.99993583  =   0.99973881
 DH6866!UTM  12      -   0.99980296  x   0.99960691  =   0.99940995
 DH6866
 DH6866                          SUPERSEDED SURVEY CONTROL
 DH6866
 DH6866.No superseded survey control is available for this station.
 DH6866
 DH6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2368184519(NAD 83)
 DH6866_MARKER: DD = SURVEY DISK
 DH6866_SETTING: 66 = SET IN ROCK OUTCROP
 DH6866_STAMPING: ARRASTRA 2004 LS 14169
 DH6866_MARK LOGO: AZ-007
 DH6866_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6866+STABILITY: POSITION/ELEVATION WELL
 DH6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6866+SATELLITE: SATELLITE OBSERVATIONS - 2004  01
 DH6866
 DH6866  HISTORY     - Date     Condition        Report By
 DH6866  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6866
 DH6866                          STATION DESCRIPTION
 DH6866
 DH6866'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6866'STARTING AT THE INTERSECTION OF US-70 AND SR-77, EAST OF GLOBE,AZ.
 DH6866'PROCEED SOUTH ON SR-77 5.3 MILES TO A SMALL HILL ON EAST SIDE OF ROAD.
 DH6866'PACK TO TOP OF HILL. MONUMENT IS ON SOUTH END OF TOP OF HILL IN ROCK
 DH6866'OUTCROP. MONUMENT IS 3FT SOUTHEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0394 ***********************************************************************
 GQ0394  DESIGNATION -  ARROYA
 GQ0394  PID         -  GQ0394
 GQ0394  STATE/COUNTY-  AZ/MOHAVE
 GQ0394  USGS QUAD   -  OLAF KNOLLS (1971)
 GQ0394
 GQ0394                         *CURRENT SURVEY CONTROL
 GQ0394  ___________________________________________________________________
 GQ0394* NAD 83(1992)-  36 27 50.63395(N)    113 50 51.36410(W)     ADJUSTED  
 GQ0394* NAVD 88     -       986.3    (meters)    3236.     (feet)  VERTCON   
 GQ0394  ___________________________________________________________________
 GQ0394  LAPLACE CORR-          10.93  (seconds)                    DEFLEC99
 GQ0394  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 GQ0394
 GQ0394  HORZ ORDER  -  THIRD
 GQ0394
 GQ0394.The horizontal coordinates were established by classical geodetic methods
 GQ0394.and adjusted by the National Geodetic Survey in August 1993..
 GQ0394
 GQ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0394
 GQ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0394
 GQ0394.The geoid height was determined by GEOID03.
 GQ0394
 GQ0394;                    North         East     Units Scale Factor Converg.
 GQ0394;SPC AZ W     -   606,026.558   204,612.350   MT  0.99993428   -0 03 28.8
 GQ0394;SPC AZ W     - 1,988,276.11    671,300.36   iFT  0.99993428   -0 03 28.8
 GQ0394;UTM  12      - 4,039,192.347   244,833.434   MT  1.00040227   -1 41 35.9
 GQ0394
 GQ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0394!SPC AZ W     -   0.99984927  x   0.99993428  =   0.99978356
 GQ0394!UTM  12      -   0.99984927  x   1.00040227  =   1.00025148
 GQ0394
 GQ0394:                Primary Azimuth Mark                     Grid Az
 GQ0394:SPC AZ W     -  T36 37N R14W SECS 5 6 31 32              071 15 10.7
 GQ0394:UTM  12      -  T36 37N R14W SECS 5 6 31 32              072 53 17.8
 GQ0394
 GQ0394|---------------------------------------------------------------------|
 GQ0394| PID    Reference Object                     Distance      Geod. Az  |
 GQ0394|                                                           dddmmss.s |
 GQ0394| CH2214 T36 37N R14W SECS 5 6 31 32                        0711141.9 |
 GQ0394| CH2215 ARROYA RM 1                          10.308 METERS 07128     |
 GQ0394| GQ0396 PAKOON RIDGE TARGET                 APPROX.14.8 KM 2435025.7 |
 GQ0394| CH2216 ARROYA RM 2                           9.891 METERS 33820     |
 GQ0394|---------------------------------------------------------------------|
 GQ0394
 GQ0394                          SUPERSEDED SURVEY CONTROL
 GQ0394
 GQ0394  NAD 83(1986)-  36 27 50.62809(N)    113 50 51.36298(W) AD(       ) 3
 GQ0394  NAD 27      -  36 27 50.69800(N)    113 50 48.51400(W) AD(       ) 3
 GQ0394  NGVD 29 (07/19/86)  985.6    (m)         3234.     (f) VERT ANG       
 GQ0394
 GQ0394.Superseded values are not recommended for survey control.
 GQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0394.See file dsdata.txt to determine how the superseded data were derived.
 GQ0394
 GQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4483339192(NAD 83)
 GQ0394_MARKER: DS = TRIANGULATION STATION DISK
 GQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0394
 GQ0394  HISTORY     - Date     Condition        Report By
 GQ0394  HISTORY     - 1953     MONUMENTED       CGS
 GQ0394
 GQ0394                          STATION DESCRIPTION
 GQ0394
 GQ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0394'THE STATION IS LOCATED 48 MILES AIR LINE SOUTH-SOUTHWEST OF
 GQ0394'ST. GEORGE, UTAH, 30 MILES AIR LINE SOUTH OF LITTLEFIELD,
 GQ0394'ARIZONA, 27 MILES AIR LINE SOUTH-SOUTHEAST OF MESQUITE,
 GQ0394'NEVADA, AND 12 MILES AIR LINE EAST OF THE ARIZONA-NEVADA
 GQ0394'STATE LINE.  IT IS 51 FEET NORTHEAST OF AND 1 FOOT LOWER THAN
 GQ0394'THE HIGHEST POINT OF A LOW, DARK HILL.
 GQ0394'
 GQ0394'TO REACH FROM THE POST OFFICE IN MESQUITE, NEVADA, GO WEST
 GQ0394'AND SOUTH ON U.S. HIGHWAY 91 FOR 10.3 MILES TO A SIDE ROAD
 GQ0394'LEFT AND A SIGN GRAND WASH.  TURN LEFT AND FOLLOW THE GRADED
 GQ0394'ROAD SOUTHWEST FOR 0.3 MILE TO A FORK AND SIGN GRAND WASH AND
 GQ0394'JUANETA SPRS.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0394'FOR 8.8 MILES TO A FORK AT THE TOP OF A GRADE.  TAKE THE
 GQ0394'RIGHT FORK AND GO 0.8 MILE TO A FORK AND SIGN JUANETA SPRINGS
 GQ0394'RANCH 5.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A FORK.
 GQ0394'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTHEAST FOR
 GQ0394'7.2 MILES TO A FORK AND SIGN GRAND GULCH.  TAKE THE LEFT
 GQ0394'FORK AND GO EASTERLY OVER A PASS FOR 5.2 MILES TO A FORK.
 GQ0394'TAKE THE RIGHT FORK AND GO 0.85 MILE TO A GATE.  PASS
 GQ0394'THROUGH THE GATE AND GO 10.15 MILES TO A FORK AND A RANCH ON
 GQ0394'THE LEFT.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A
 GQ0394'WOOD GATE AND A FORK.  TAKE THE LEFT FORK AND GO 0.4 MILE
 GQ0394'TO A FORK AT THE SUMMIT OF A RIM.  TAKE THE LEFT FORK
 GQ0394'AND FOLLOW THE BLADED ROAD NORTH-NORTHEAST UP THE RIDGE
 GQ0394'FOR 4.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST
 GQ0394'FOR 1.1 MILES DOWN INTO THE GRAND WASH.  CROSS THE WASH AND
 GQ0394'GO SOUTHEAST FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GQ0394'GO 2.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 3.0
 GQ0394'MILES TO A GENERAL LAND OFFICE SECTION CORNER MARK, USED
 GQ0394'FOR THE AZIMUTH MARK, ON THE RIGHT.  TURN LEFT AND DRIVE
 GQ0394'ACROSS COUNTRY TO CREST OF RIDGE, THENCE TURN LEFT AND GO
 GQ0394'SOUTH-SOUTHWEST FOR A TOTAL DISTANCE OF 1.5 MILES TO
 GQ0394'THE HIGHEST POINT AND THE STATION.  A DRIVE STATION
 GQ0394'WITH A 4-WHEEL DRIVE VEHICLE.
 GQ0394'
 GQ0394'THE STATION MARK, A STANDARD DISK STAMPED ARROYA 1953, IS SET
 GQ0394'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES
 GQ0394'ABOVE THE GROUND.
 GQ0394'
 GQ0394'REFERENCE MARK 1, A STANDARD DISK STAMPED ARROYA NO 1 1953,
 GQ0394'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GQ0394'GROUND.  IT IS ABOUT 6 INCHES LOWER THAN THE STATION.
 GQ0394'
 GQ0394'REFERENCE MARK 2, A STANDARD DISK STAMPED ARROYA NO 2 1953,
 GQ0394'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0394'2 FEET ABOVE THE GROUND.  IT IS 18 INCHES HIGHER THAN THE
 GQ0394'STATION.
 GQ0394'
 GQ0394'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE SECTION CORNER
 GQ0394'MARK STAMPED T36N R14W S31 S32 S6 S5 1939, IS RIVETED TO
 GQ0394'THE TOP OF A 2-INCH PIPE SET IN THE GROUND AND HAS BOULDERS
 GQ0394'PILED AROUND IT.  THE PIPE PROJECTS 2-1/2 FEET ABOVE THE
 GQ0394'GROUND.  IT IS 55 FEET EAST OF THE ROAD AND 47 FEET EAST
 GQ0394'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0737 ***********************************************************************
 FQ0737  DESIGNATION -  ARROYO
 FQ0737  PID         -  FQ0737
 FQ0737  STATE/COUNTY-  AZ/NAVAJO
 FQ0737  USGS QUAD   -  WINSLOW NE (1986)
 FQ0737
 FQ0737                         *CURRENT SURVEY CONTROL
 FQ0737  ___________________________________________________________________
 FQ0737* NAD 83(1992)-  35 10 11.21858(N)    110 37 18.38258(W)     ADJUSTED  
 FQ0737* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 FQ0737  ___________________________________________________________________
 FQ0737  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FQ0737  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FQ0737
 FQ0737  HORZ ORDER  -  FIRST
 FQ0737
 FQ0737.The horizontal coordinates were established by classical geodetic methods
 FQ0737.and adjusted by the National Geodetic Survey in August 1993..
 FQ0737
 FQ0737.The orthometric height was scaled from a topographic map.
 FQ0737
 FQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0737
 FQ0737.The geoid height was determined by GEOID03.
 FQ0737
 FQ0737;                    North         East     Units Scale Factor Converg.
 FQ0737;SPC AZ E     -   462,503.250   171,904.178   MT  0.99992117   -0 15 43.7
 FQ0737;SPC AZ E     - 1,517,399.11    563,990.09   iFT  0.99992117   -0 15 43.7
 FQ0737;UTM  12      - 3,891,937.093   534,442.488   MT  0.99961462   +0 13 04.3
 FQ0737
 FQ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0737!SPC AZ E     -   0.99977170  x   0.99992117  =   0.99969289
 FQ0737!UTM  12      -   0.99977170  x   0.99961462  =   0.99938641
 FQ0737
 FQ0737|---------------------------------------------------------------------|
 FQ0737| PID    Reference Object                     Distance      Geod. Az  |
 FQ0737|                                                           dddmmss.s |
 FQ0737| CD3948 ARROYO RM 1                          14.495 METERS 00312     |
 FQ0737| CD3947 ARROYO AZ MK                                       0900236.8 |
 FQ0737| CD3949 ARROYO RM 2                          16.362 METERS 09654     |
 FQ0737| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.18.0 KM 2012402.9 |
 FQ0737| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX.17.8 KM 2014706.9 |
 FQ0737| FQ0744 WINSLOW AIRPORT BEACON              APPROX.18.5 KM 2073720.3 |
 FQ0737| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.34.8 KM 2512824.4 |
 FQ0737| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.54.6 KM 2625558.8 |
 FQ0737| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX.77.3 KM 2685133.1 |
 FQ0737|---------------------------------------------------------------------|
 FQ0737
 FQ0737                          SUPERSEDED SURVEY CONTROL
 FQ0737
 FQ0737  NAD 83(1986)-  35 10 11.21386(N)    110 37 18.38686(W) AD(       ) 1
 FQ0737  NAD 27      -  35 10 11.15600(N)    110 37 15.90600(W) AD(       ) 1
 FQ0737
 FQ0737.Superseded values are not recommended for survey control.
 FQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0737.See file dsdata.txt to determine how the superseded data were derived.
 FQ0737
 FQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3444291937(NAD 83)
 FQ0737_MARKER: DS = TRIANGULATION STATION DISK
 FQ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0737
 FQ0737  HISTORY     - Date     Condition        Report By
 FQ0737  HISTORY     - 1936     MONUMENTED       CGS
 FQ0737  HISTORY     - 1955     GOOD             USGS
 FQ0737  HISTORY     - 1956     GOOD             CGS
 FQ0737
 FQ0737                          STATION DESCRIPTION
 FQ0737
 FQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0737'TEN AND THREE-QUARTER MILES NORTH-NORTHEAST OF WINSLOW, ABOUT
 FQ0737'12-1/2 MILES NORTHWEST OF MANILA, 8-1/2 MILES NORTH OF U.S.
 FQ0737'HIGHWAY 66, ON THE NAVAJO INDIAN RESERVATION, ON THE FLAT
 FQ0737'LOWLANDS OF THE EAST SIDE OF THE BASIN OF THE LITTLE COLORADO
 FQ0737'RIVER, ON THE SOUTH BOUNDARY LINE OF THE RESERVATION, 2 MILES
 FQ0737'EAST OF THE LITTLE COLORADO RIVER, 251 FEET EAST ALONG THE
 FQ0737'BOUNDARY FENCE FROM THE EAST EDGE OF A WIDE AND DEEP ARROYO,
 FQ0737'12 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION, IN
 FQ0737'THE FLAT.
 FQ0737'
 FQ0737'REFERENCE MARK NO. 2 IS EAST OF THE STATION, ALONG THE BOUNDARY
 FQ0737'FENCE, 2 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 FQ0737'ALONG THE BOUNDARY FENCE, ON A SLIGHT, WHITE AND GRAVELLY
 FQ0737'RISE OF GROUND, 2 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO EAST
 FQ0737'ON U.S. HIGHWAY 66 FOR 3.5 MILES, OR 0.7 MILE PAST THE EAST
 FQ0737'END OF THE BRIDGE OVER THE LITTLE COLORADO RIVER, AND TURN LEFT
 FQ0737'(NORTH) ON THE GRADED ROAD AT THE SHELL SERVICE STATION AT
 FQ0737'HOBSON (STATION SHELL ON THE SOUTH SIDE OF THE HIGHWAY),
 FQ0737'THENCE NORTHEASTERLY ON THE MAIN ROAD FOR 10.5 MILES, OR 0.6
 FQ0737'MILE PAST A CATTLE GUARD, AND BEAR LEFT ON TRACK ROAD, THENCE
 FQ0737'NORTH AND WEST ACROSS THE MESA AND DOWN INTO THE RIVER BASIN,
 FQ0737'A TOTAL DISTANCE OF 1.0 MILE, AND KEEP THE MIDDLE FORK OF THE
 FQ0737'MAIN-TRAVELED ROAD AT THE FOOT OF THE MESA, THENCE WEST AND
 FQ0737'NORTHWEST FOR 2.3 MILES AND KEEP THE MAIN LEFT FORK
 FQ0737'STRAIGHT AHEAD AT THE FOOT OF A SMALL BENCH, THENCE
 FQ0737'NORTHWESTERLY ACROSS THE FLAT LOWLAND FOR 2.2 MILES AND
 FQ0737'BEAR RIGHT THROUGH GATE IN THE SOUTH BOUNDARY FENCE OF THE
 FQ0737'RESERVATION, THENCE ABOUT 200 FEET AND BEAR LEFT AND GO
 FQ0737'WEST ALONG THE FENCE FOR 2.7 MILES TO THE STATION ON
 FQ0737'THE FENCE LINE.
 FQ0737'
 FQ0737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DISKS SET
 FQ0737'CONCRETE.
 FQ0737'
 FQ0737'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FQ0737
 FQ0737                          STATION RECOVERY (1955)
 FQ0737
 FQ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0737'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0737'AGREE WITH NGS.
 FQ0737
 FQ0737                          STATION RECOVERY (1956)
 FQ0737
 FQ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LFW)
 FQ0737'THE STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 FQ0737'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 FQ0737'J.B., JR. IN 1936 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0702 ***********************************************************************
 CY0702  DESIGNATION -  ART
 CY0702  PID         -  CY0702
 CY0702  STATE/COUNTY-  AZ/GRAHAM
 CY0702  USGS QUAD   -  ARTESIA (1966)
 CY0702
 CY0702                         *CURRENT SURVEY CONTROL
 CY0702  ___________________________________________________________________
 CY0702* NAD 83(1992)-  32 39 55.22178(N)    109 42 06.19413(W)     ADJUSTED  
 CY0702* NAVD 88     -      1062.354  (meters)    3485.41   (feet)  ADJUSTED  
 CY0702  ___________________________________________________________________
 CY0702  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 CY0702  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0702  DYNAMIC HT  -        1060.835 (meters)    3480.42  (feet)  COMP
 CY0702  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 CY0702
 CY0702  HORZ ORDER  -  FIRST
 CY0702  VERT ORDER  -  FIRST     CLASS II
 CY0702
 CY0702.The horizontal coordinates were established by classical geodetic methods
 CY0702.and adjusted by the National Geodetic Survey in August 1993..
 CY0702
 CY0702.The orthometric height was determined by differential leveling
 CY0702.and adjusted by the National Geodetic Survey in June 1991..
 CY0702
 CY0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0702
 CY0702.The geoid height was determined by GEOID03.
 CY0702
 CY0702.The dynamic height is computed by dividing the NAVD 88
 CY0702.geopotential number by the normal gravity value computed on the
 CY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0702.degrees latitude (g = 980.6199 gals.).
 CY0702
 CY0702.The modeled gravity was interpolated from observed gravity values.
 CY0702
 CY0702;                    North         East     Units Scale Factor Converg.
 CY0702;SPC AZ E     -   184,736.397   256,969.840   MT  0.99992344   +0 15 03.4
 CY0702;SPC AZ E     -   606,090.54    843,076.90   iFT  0.99992344   +0 15 03.4
 CY0702;UTM  12      - 3,614,931.942   621,740.024   MT  0.99978275   +0 42 02.9
 CY0702
 CY0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0702!SPC AZ E     -   0.99983743  x   0.99992344  =   0.99976089
 CY0702!UTM  12      -   0.99983743  x   0.99978275  =   0.99962022
 CY0702
 CY0702|---------------------------------------------------------------------|
 CY0702| PID    Reference Object                     Distance      Geod. Az  |
 CY0702|                                                           dddmmss.s |
 CY0702| CY0704 ART RM 1                             18.716 METERS 04641     |
 CY0702| CY0703 ART RM 2                             14.770 METERS 15157     |
 CY0702| CC5982 ART AZ MK                                          1683930.3 |
 CY0702| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.13.9 KM 2630508.9 |
 CY0702| CY1232 HIGHWAY 666 STA 897+00 POT           15.090 METERS 29945     |
 CY0702| CY0710 SWIFT                               APPROX. 7.3 KM 3504436.0 |
 CY0702|---------------------------------------------------------------------|
 CY0702
 CY0702                          SUPERSEDED SURVEY CONTROL
 CY0702
 CY0702  NAD 83(1986)-  32 39 55.21641(N)    109 42 06.18882(W) AD(       ) 1
 CY0702  NAD 27      -  32 39 54.98200(N)    109 42 03.90400(W) AD(       ) 1
 CY0702  NGVD 29 (07/20/88) 1061.65   (m)         3483.1    (f) LEVELING    3  
 CY0702
 CY0702.Superseded values are not recommended for survey control.
 CY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0702.See file dsdata.txt to determine how the superseded data were derived.
 CY0702
 CY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2174014932(NAD 83)
 CY0702_MARKER: DS = TRIANGULATION STATION DISK
 CY0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0702_SP_SET: CONCRETE POST
 CY0702_STAMPING: ART 1945
 CY0702_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0702+STABILITY: SURFACE MOTION
 CY0702
 CY0702  HISTORY     - Date     Condition        Report By
 CY0702  HISTORY     - 1945     MONUMENTED       CGS
 CY0702  HISTORY     - 1967     GOOD             AMS
 CY0702  HISTORY     - 1968     GOOD             CGS
 CY0702  HISTORY     - 1979     GOOD             NGS
 CY0702  HISTORY     - 1983     GOOD             AZDT
 CY0702
 CY0702                          STATION DESCRIPTION
 CY0702
 CY0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0702'STATION IS LOCATED ABOUT 11-1/2 MILES (AIR LINE) S OF SAFFORD
 CY0702'ALONG THE E SIDE OF U.S. HIGHWAY 666.
 CY0702'
 CY0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY0702'AND 666 NEAR THE E END OF SAFFORD, GO S ON U.S. HIGHWAY 666 FOR
 CY0702'7.3 MILES TO A MACADAM ROAD RIGHT AT A SIGN SWIFT TRAIL.
 CY0702'STATION SWIFT IS ON THE LEFT SIDE OF U.S. HIGHWAY 666 JUST
 CY0702'BEYOND THIS FORK.  CONTINUE S ON HIGHWAY 666 FOR 4.6 MILES TO
 CY0702'THE STATION JUST BEYOND FENCE CORNERS ON BOTH SIDES OF THE
 CY0702'HIGHWAY WHERE THE HIGHWAY RIGHT-OF-WAY BECOMES WIDER.  STATION
 CY0702'IS 86.0 FEET ENE OF THE CENTER LINE OF THE HIGHWAY.  TO REACH
 CY0702'THE AZIMUTH MARK CONTINUE S ON HIGHWAY 666 FOR 0.3 MILE TO
 CY0702'THE MARK ON THE LEFT, 37.8 FEET ENE OF THE CENTER LINE OF
 CY0702'THE HIGHWAY.
 CY0702'
 CY0702'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0702'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 CY0702'STAMPED ART 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CY0702'SET IN CONCRETE.  STATION IS LOCATED 140.3 FEET E OF A SE
 CY0702'FENCE CORNER, 117.4 FEET WSW OF A NE FENCE CORNER, 48.8 FEET
 CY0702'ESE OF A SW FENCE CORNER, 86.0 FEET ENE OF THE CENTER LINE OF
 CY0702'U.S. HIGHWAY 666, AND 46.4 FEET SE OF A 4- BY 4-INCH WHITE
 CY0702'WITNESS POST WHICH IS SET IN A FENCE LINE.
 CY0702'
 CY0702'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0702'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY0702'AND IS STAMPED ART NO 1 1945.  IT IS NE OF THE STATION AND
 CY0702'ABOUT 1 FOOT LOWER.
 CY0702'
 CY0702'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0702'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 CY0702'AND IS STAMPED ART NO 2 1945.  IT IS SSE OF THE STATION ON
 CY0702'ABOUT THE SAME LEVEL.
 CY0702'
 CY0702'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY0702'POST WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND AND
 CY0702'IS STAMPED ART 1945.  IT IS S OF THE STATION, 37.8 FEET ENE
 CY0702'OF THE CENTER LINE OF THE HIGHWAY, AND 3.6 FEET N OF A 4- BY
 CY0702'4-INCH WHITE WITNESS POST.
 CY0702'
 CY0702'THE ARIZONA HIGHWAY DEPARTMENT MARKER IS A BRONZE DISK STAMPED
 CY0702'P.O.T. 897+00 1938.  IT IS SET IN A SMALL ROUND CONCRETE
 CY0702'POST FLUSH WITH THE GROUND.  IT IS WNW OF THE STATION AND
 CY0702'50 FEET E OF THE CENTER OF THE HIGHWAY.
 CY0702
 CY0702                          STATION RECOVERY (1967)
 CY0702
 CY0702'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY0702'STATION IS LOCATED APPROX. 11.6 AIRMILES (SSE) OF SAFFORD.
 CY0702'36 AIRMILES (SW) OF CLIFTON, ARIZONA.
 CY0702'
 CY0702'TO REACH FROM U.S. 70 AND 666 GO (S) ON 666 FOR 7.3 MILES
 CY0702'TO PAVED ROAD RIGHT AND SIGN, SWIFT TRAIL, CONTINUE ON 666
 CY0702'4.6 MILES TO STATION (S) OF FENCE CORNER ON LEFT (E) SIDE
 CY0702'OF HIGHWAY.  AZIMUTH IS 0.3 MILE ON U.S. 666 FROM STATION.
 CY0702'
 CY0702'REFERENCE MARKS 1, 2, AND AZIMUTH MARK ALL RECOVERED IN GOOD
 CY0702'CONDITION.
 CY0702'
 CY0702'THE ARIZONA HWY DEPARTMENT MARKER DESCRIBED WAS NOT RECOVERED
 CY0702'AND IS BELIEVED DESTROYED.  A CONCRETE POST WITHOUT DISK WAS
 CY0702'IN AFORE MENTIONED POSITION.  THERE IS A ARIZONA HWY MARKER
 CY0702'DIRECTLY BEHIND THE FENCE CORNER POST NEAR STATION.  IT IS
 CY0702'NOT VISIBLE FROM STATION.
 CY0702'
 CY0702'CONDITION OF ALL MARKS EXCELLENT PLUS VIEW AS WELL.  DIRECTIONS
 CY0702'EXCEPT FROM 170 DEG - 325 DEG MAG AZ WHICH IS A MOUNTAIN
 CY0702'2-5 MILES DISTANT.
 CY0702
 CY0702                          STATION RECOVERY (1968)
 CY0702
 CY0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CY0702'STATION, REFERENCE AND AZIMUTH MARKS ALL RECOVERED IN GOOD
 CY0702'CONDITION.  ORIGINAL DESCRIPTION IS COMPLETELY ADEQUATE.
 CY0702
 CY0702                          STATION RECOVERY (1979)
 CY0702
 CY0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0702'11.9 MI SOUTH FROM SAFFORD.
 CY0702'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0702'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 86 FEET EAST
 CY0702'OF THE CENTERLINE OF THE HIGHWAY, 113 FEET WEST OF THE RIGHT-OF-WAY
 CY0702'FENCE, 61 FEET SOUTHWEST OF ART RM 1, 48.5 FEET NORTH OF ART RM 2 AND
 CY0702'18 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD LEADING EAST.
 CY0702'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CY0702'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0702
 CY0702                          STATION RECOVERY (1983)
 CY0702
 CY0702'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0702'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1945.
 CY0702'THE AZIMUTH MARK HAS BEEN DESTROYED BY CONSTRUCTION.
 CY0702'
 CY0702'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0702'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0702'TURN RIGHT AND TRAVEL SOUTH FOR 12.0 MILES ALONG U.S. 666 TO THE
 CY0702'STATION OF THE LEFT AT MILEPOST 109.1.  THE STATION IS 87 FEET
 CY0702'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET SOUTHEAST OF
 CY0702'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0704 ***********************************************************************
 CY0704  DESIGNATION -  ART RM 1
 CY0704  PID         -  CY0704
 CY0704  STATE/COUNTY-  AZ/GRAHAM
 CY0704  USGS QUAD   -  ARTESIA (1966)
 CY0704
 CY0704                         *CURRENT SURVEY CONTROL
 CY0704  ___________________________________________________________________
 CY0704* NAD 83(1992)-  32 39 55.63858(N)    109 42 05.67155(W)     ADJUSTED  
 CY0704* NAVD 88     -      1061.711  (meters)    3483.30   (feet)  ADJUSTED  
 CY0704  ___________________________________________________________________
 CY0704  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 CY0704  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0704  DYNAMIC HT  -        1060.193 (meters)    3478.32  (feet)  COMP
 CY0704  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 CY0704
 CY0704  HORZ ORDER  -  THIRD
 CY0704  VERT ORDER  -  FIRST     CLASS II
 CY0704
 CY0704.The horizontal coordinates were established by classical geodetic methods
 CY0704.and adjusted by the National Geodetic Survey in August 1993..
 CY0704.No horizontal observational check was made to the station.
 CY0704
 CY0704.The orthometric height was determined by differential leveling
 CY0704.and adjusted by the National Geodetic Survey in June 1991..
 CY0704
 CY0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0704
 CY0704.The geoid height was determined by GEOID03.
 CY0704
 CY0704.The dynamic height is computed by dividing the NAVD 88
 CY0704.geopotential number by the normal gravity value computed on the
 CY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0704.degrees latitude (g = 980.6199 gals.).
 CY0704
 CY0704.The modeled gravity was interpolated from observed gravity values.
 CY0704
 CY0704;                    North         East     Units Scale Factor Converg.
 CY0704;SPC AZ E     -   184,749.296   256,983.399   MT  0.99992346   +0 15 03.7
 CY0704;SPC AZ E     -   606,132.86    843,121.39   iFT  0.99992346   +0 15 03.7
 CY0704;UTM  12      - 3,614,944.945   621,753.479   MT  0.99978279   +0 42 03.2
 CY0704
 CY0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0704!SPC AZ E     -   0.99983753  x   0.99992346  =   0.99976101
 CY0704!UTM  12      -   0.99983753  x   0.99978279  =   0.99962036
 CY0704
 CY0704                          SUPERSEDED SURVEY CONTROL
 CY0704
 CY0704  NAD 83(1986)-  32 39 55.63317(N)    109 42 05.66628(W) AD(       ) 3
 CY0704  NGVD 29 (07/20/88) 1060.98   (m)         3480.9    (f) LEVELING    3  
 CY0704
 CY0704.Superseded values are not recommended for survey control.
 CY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0704.See file dsdata.txt to determine how the superseded data were derived.
 CY0704
 CY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2175314945(NAD 83)
 CY0704_MARKER: DR = REFERENCE MARK DISK
 CY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0704_SP_SET: CONCRETE POST
 CY0704_STAMPING: ART NO 1 1945
 CY0704_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0704+STABILITY: SURFACE MOTION
 CY0704
 CY0704  HISTORY     - Date     Condition        Report By
 CY0704  HISTORY     - 1945     MONUMENTED       CGS
 CY0704  HISTORY     - 1979     GOOD             NGS
 CY0704
 CY0704                          STATION DESCRIPTION
 CY0704
 CY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0704'11.9 MI SOUTH FROM SAFFORD.
 CY0704'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0704'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 140 FEET
 CY0704'EAST OF THE CENTERLINE OF THE HIGHWAY AND 61 FEET NORTHEAST OF
 CY0704'STATION ART.
 CY0704'THE MARK IS 60 FT  NE FROM A WITNESS POST.
 CY0704'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0703 ***********************************************************************
 CY0703  DESIGNATION -  ART RM 2
 CY0703  PID         -  CY0703
 CY0703  STATE/COUNTY-  AZ/GRAHAM
 CY0703  USGS QUAD   -  ARTESIA (1966)
 CY0703
 CY0703                         *CURRENT SURVEY CONTROL
 CY0703  ___________________________________________________________________
 CY0703* NAD 83(1992)-  32 39 54.79866(N)    109 42 05.92752(W)     ADJUSTED  
 CY0703* NAVD 88     -      1062.523  (meters)    3485.96   (feet)  ADJUSTED  
 CY0703  ___________________________________________________________________
 CY0703  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 CY0703  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0703  DYNAMIC HT  -        1061.003 (meters)    3480.97  (feet)  COMP
 CY0703  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 CY0703
 CY0703  HORZ ORDER  -  THIRD
 CY0703  VERT ORDER  -  FIRST     CLASS II
 CY0703
 CY0703.The horizontal coordinates were established by classical geodetic methods
 CY0703.and adjusted by the National Geodetic Survey in August 1993..
 CY0703.No horizontal observational check was made to the station.
 CY0703
 CY0703.The orthometric height was determined by differential leveling
 CY0703.and adjusted by the National Geodetic Survey in June 1991..
 CY0703
 CY0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0703
 CY0703.The geoid height was determined by GEOID03.
 CY0703
 CY0703.The dynamic height is computed by dividing the NAVD 88
 CY0703.geopotential number by the normal gravity value computed on the
 CY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0703.degrees latitude (g = 980.6199 gals.).
 CY0703
 CY0703.The modeled gravity was interpolated from observed gravity values.
 CY0703
 CY0703;                    North         East     Units Scale Factor Converg.
 CY0703;SPC AZ E     -   184,723.395   256,976.843   MT  0.99992345   +0 15 03.6
 CY0703;SPC AZ E     -   606,047.88    843,099.88   iFT  0.99992345   +0 15 03.6
 CY0703;UTM  12      - 3,614,918.997   621,747.128   MT  0.99978277   +0 42 03.0
 CY0703
 CY0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0703!SPC AZ E     -   0.99983741  x   0.99992345  =   0.99976087
 CY0703!UTM  12      -   0.99983741  x   0.99978277  =   0.99962021
 CY0703
 CY0703                          SUPERSEDED SURVEY CONTROL
 CY0703
 CY0703  NAD 83(1986)-  32 39 54.79327(N)    109 42 05.92218(W) AD(       ) 3
 CY0703  NGVD 29 (07/20/88) 1061.79   (m)         3483.6    (f) LEVELING    3  
 CY0703
 CY0703.Superseded values are not recommended for survey control.
 CY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0703.See file dsdata.txt to determine how the superseded data were derived.
 CY0703
 CY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2174714919(NAD 83)
 CY0703_MARKER: DR = REFERENCE MARK DISK
 CY0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0703_SP_SET: CONCRETE POST
 CY0703_STAMPING: ART NO 2 1945
 CY0703_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0703+STABILITY: SURFACE MOTION
 CY0703
 CY0703  HISTORY     - Date     Condition        Report By
 CY0703  HISTORY     - 1945     MONUMENTED       CGS
 CY0703  HISTORY     - 1979     GOOD             NGS
 CY0703
 CY0703                          STATION DESCRIPTION
 CY0703
 CY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0703'11.9 MI SOUTH FROM SAFFORD.
 CY0703'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0703'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 99 FEET EAST
 CY0703'OF THE CENTERLINE OF THE HIGHWAY AND 48.5 FEET SOUTH OF STATION ART.
 CY0703'THE MARK IS 48 FT  S FROM A WITNESS POST.
 CY0703'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1142 ***********************************************************************
 CG1142  DESIGNATION -  ARTESIA
 CG1142  PID         -  CG1142
 CG1142  STATE/COUNTY-  AZ/PIMA
 CG1142  USGS QUAD   -  SELLS EAST (1982)
 CG1142
 CG1142                         *CURRENT SURVEY CONTROL
 CG1142  ___________________________________________________________________
 CG1142* NAD 83(1992)-  31 54 25.01648(N)    111 48 16.24509(W)     ADJUSTED  
 CG1142* NAVD 88     -       778.     (meters)    2552.     (feet)  SCALED    
 CG1142  ___________________________________________________________________
 CG1142  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CG1142  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG1142
 CG1142  HORZ ORDER  -  SECOND
 CG1142
 CG1142.The horizontal coordinates were established by classical geodetic methods
 CG1142.and adjusted by the National Geodetic Survey in August 1993..
 CG1142
 CG1142.The orthometric height was scaled from a topographic map.
 CG1142
 CG1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1142
 CG1142.The geoid height was determined by GEOID03.
 CG1142
 CG1142;                    North         East     Units Scale Factor Converg.
 CG1142;SPC AZ C     -   100,555.492   223,967.428   MT  0.99990139   +0 03 33.4
 CG1142;SPC AZ C     -   329,906.47    734,801.27   iFT  0.99990139   +0 03 33.4
 CG1142;UTM  12      - 3,530,404.050   423,931.736   MT  0.99967136   -0 25 30.9
 CG1142
 CG1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1142!SPC AZ C     -   0.99988270  x   0.99990139  =   0.99978410
 CG1142!UTM  12      -   0.99988270  x   0.99967136  =   0.99955410
 CG1142
 CG1142|---------------------------------------------------------------------|
 CG1142| PID    Reference Object                     Distance      Geod. Az  |
 CG1142|                                                           dddmmss.s |
 CG1142| CH4245 ARTESIA RM 1                         13.997 METERS 17228     |
 CG1142| CH4246 ARTESIA RM 2                          6.737 METERS 27043     |
 CG1142| CG0630 E 38                                               3022953.9 |
 CG1142|---------------------------------------------------------------------|
 CG1142
 CG1142                          SUPERSEDED SURVEY CONTROL
 CG1142
 CG1142  NAD 83(1986)-  31 54 25.00981(N)    111 48 16.24393(W) AD(       ) 2
 CG1142  NAD 27      -  31 54 24.73700(N)    111 48 13.80500(W) AD(       ) 2
 CG1142
 CG1142.Superseded values are not recommended for survey control.
 CG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1142.See file dsdata.txt to determine how the superseded data were derived.
 CG1142
 CG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2393230404(NAD 83)
 CG1142_MARKER: DS = TRIANGULATION STATION DISK
 CG1142_SETTING: 66 = SET IN ROCK OUTCROP
 CG1142
 CG1142  HISTORY     - Date     Condition        Report By
 CG1142  HISTORY     - 1936     MONUMENTED       CGS
 CG1142  HISTORY     - 1979     GOOD             AZDT
 CG1142
 CG1142                          STATION DESCRIPTION
 CG1142
 CG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1142'ON THE HIGHEST POINT OF A LONE ROCKY HILL, WHICH IS THE HIGHEST
 CG1142'ONE OF TWO LONE SMALL HILLS LYING TO THE NORTHEAST OF THE MAIN
 CG1142'ARTESIA RANGE OF LOW MOUNTAINS.  ABOUT 5.0 MILES, AIR LINE,
 CG1142'EAST OF THE VILLAGE OF SELLS.  ABOUT 1.5 MILES SOUTH OF THE
 CG1142'TUCSON-AJO HIGHWAY.  MARKED BY A STANDARD BRONZE DISK.
 CG1142'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1142'REFERENCE DISK, IS 13.997 METERS (45.92 FEET) FROM
 CG1142'STATION S 07 DEG 32 MIN E. REFERENCE MARK NO. 2, A
 CG1142'STANDARD BRONZE REFERENCE DISK, IS 6.737 METERS
 CG1142'(22.10 FEET) FROM STATION N 89 DEG 17 M W. THE AZIMUTH
 CG1142'MARK, A STANDARD U.S.  COAST AND GEODETIC SURVEY LEVEL BENCH
 CG1142'MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST, AND
 CG1142'STAMPED E 38 1933, IS ON THE TUCSON-AJO ROAD, 3.7 MILES
 CG1142'NORTHEAST OF SELLS, 50 FEET SOUTH OF CENTER OF THE HIGHWAY,
 CG1142'AND ABOUT 1.1 MILES FROM STATION N 57 DEG 30 M W.
 CG1142
 CG1142                          STATION RECOVERY (1979)
 CG1142
 CG1142'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1142'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1142'RECOVERED AS DESCRIBED.  A NEW ROUTE TO STATION FOLLOWS.
 CG1142'
 CG1142'TO REACH THE STATION FROM THE BABOQUIVARI HIGH SCHOOL IN EASTERN SELLS
 CG1142'TRAVEL EAST FOR 4.05 MILES TO A PAVED ROAD ON THE RIGHT AND A SIGN AL
 CG1142'CUKSON.  TURN RIGHT AND TRAVEL 1 MILE TO AN INTERSECTION, TURN RIGHT
 CG1142'ON A BLADED ROAD AND TRAVEL 0.6 MILE TO END OF TRUCK TRAVEL.  PACK TO
 CG1142'THE TOP OF THE LOW HILL TO THE SOUTH AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1071 ***********************************************************************
 ET1071  DESIGNATION -  ARTILLERY PEAK
 ET1071  PID         -  ET1071
 ET1071  STATE/COUNTY-  AZ/MOHAVE
 ET1071  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1071
 ET1071                         *CURRENT SURVEY CONTROL
 ET1071  ___________________________________________________________________
 ET1071* NAD 83(1992)-  34 22 12.02229(N)    113 34 52.38780(W)     ADJUSTED  
 ET1071* NAVD 88     -                                                        
 ET1071  ___________________________________________________________________
 ET1071  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET1071  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET1071
 ET1071  HORZ ORDER  -  THIRD
 ET1071
 ET1071.The horizontal coordinates were established by classical geodetic methods
 ET1071.and adjusted by the National Geodetic Survey in August 1993..
 ET1071
 ET1071
 ET1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1071
 ET1071.The geoid height was determined by GEOID03.
 ET1071
 ET1071;                    North         East     Units Scale Factor Converg.
 ET1071;SPC AZ W     -   373,718.320   228,883.853   MT  0.99993630   +0 05 43.0
 ET1071;SPC AZ W     - 1,226,109.97    750,931.28   iFT  0.99993630   +0 05 43.0
 ET1071;UTM  12      - 3,806,202.354   262,639.178   MT  1.00029452   -1 27 28.3
 ET1071
 ET1071                          SUPERSEDED SURVEY CONTROL
 ET1071
 ET1071  NAD 83(1986)-  34 22 12.02092(N)    113 34 52.39557(W) AD(       ) 4
 ET1071  NAD 27      -  34 22 11.94300(N)    113 34 49.61700(W) AD(       ) 3
 ET1071
 ET1071.Superseded values are not recommended for survey control.
 ET1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1071.See file dsdata.txt to determine how the superseded data were derived.
 ET1071
 ET1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6263906202(NAD 83)
 ET1071_MARKER: 03 = MOUNTAIN PEAK
 ET1071
 ET1071  HISTORY     - Date     Condition        Report By
 ET1071  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1071
 ET1071                          STATION DESCRIPTION
 ET1071
 ET1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1071'STATION IS LOCATED ABOUT 38 MILES NORTH OF WENDEN, 6 MILES
 ET1071'NORTH OF ALAMO CROSSING, IN THE SOUTHERN PART OF THE RAWHIDE
 ET1071'MOUNTAINS.  IT IS A ROUND-POINTED PEAK OF VOLCANIC ROCK AND
 ET1071'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE HIGHEST
 ET1071'POINT OF THE PEAK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1833 ***********************************************************************
 DU1833  DESIGNATION -  ASBESTOS
 DU1833  PID         -  DU1833
 DU1833  STATE/COUNTY-  AZ/GILA
 DU1833  USGS QUAD   -  AZTEC PEAK (1986)
 DU1833
 DU1833                         *CURRENT SURVEY CONTROL
 DU1833  ___________________________________________________________________
 DU1833* NAD 83(1992)-  33 45 46.74299(N)    110 56 59.62247(W)     ADJUSTED  
 DU1833* NAVD 88     -      2028.2    (meters)    6654.     (feet)  VERTCON   
 DU1833  ___________________________________________________________________
 DU1833  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 DU1833  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DU1833
 DU1833  HORZ ORDER  -  THIRD
 DU1833
 DU1833.The horizontal coordinates were established by classical geodetic methods
 DU1833.and adjusted by the National Geodetic Survey in August 1993..
 DU1833
 DU1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1833
 DU1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1833
 DU1833.The geoid height was determined by GEOID03.
 DU1833
 DU1833;                    North         East     Units Scale Factor Converg.
 DU1833;SPC AZ E     -   306,642.230   140,807.645   MT  0.99996487   -0 26 07.1
 DU1833;SPC AZ E     - 1,006,044.06    461,967.34   iFT  0.99996487   -0 26 07.1
 DU1833;UTM  12      - 3,735,877.766   504,639.888   MT  0.99960027   +0 01 40.2
 DU1833
 DU1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1833!SPC AZ E     -   0.99968590  x   0.99996487  =   0.99965079
 DU1833!UTM  12      -   0.99968590  x   0.99960027  =   0.99928630
 DU1833
 DU1833:                Primary Azimuth Mark                     Grid Az
 DU1833:SPC AZ E     -  WILLOW                                   206 09 22.5
 DU1833:UTM  12      -  WILLOW                                   205 41 35.2
 DU1833
 DU1833|---------------------------------------------------------------------|
 DU1833| PID    Reference Object                     Distance      Geod. Az  |
 DU1833|                                                           dddmmss.s |
 DU1833| DU2016 WILLOW                              APPROX. 6.1 KM 2054315.4 |
 DU1833| DU1852 2 JDB                                 4.322 METERS 28915     |
 DU1833|---------------------------------------------------------------------|
 DU1833
 DU1833                          SUPERSEDED SURVEY CONTROL
 DU1833
 DU1833  NAD 83(1986)-  33 45 46.73901(N)    110 56 59.62090(W) AD(       ) 3
 DU1833  NGVD 29 (09/20/88) 2027.5    (m)         6652.     (f) VERT ANG       
 DU1833
 DU1833.Superseded values are not recommended for survey control.
 DU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1833.See file dsdata.txt to determine how the superseded data were derived.
 DU1833
 DU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0464035878(NAD 83)
 DU1833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1833_SETTING: 80 = SET IN A BOULDER
 DU1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1833+STABILITY: SURFACE MOTION
 DU1833
 DU1833  HISTORY     - Date     Condition        Report By
 DU1833  HISTORY     - 1948     MONUMENTED       USGS
 DU1833  HISTORY     - 1963     GOOD             USGS
 DU1833
 DU1833                          STATION DESCRIPTION
 DU1833
 DU1833'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1833'LOCATED ABOUT 27 MI NNW. OF GLOBE, 13.5 MI ENE. OF ROOSEVELT DAM.
 DU1833'ON TOP OF SMALL, WHITE, CONICAL PEAK.
 DU1833'
 DU1833'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.2 MI W. ON U.S. HWY. 60.
 DU1833'TURN RIGHT ON APACHE TRAIL RD. 14.9 MI TO RD. FORKS.  TAKE RIGHT
 DU1833'FORK TOWARD YOUNG 4.4 MI TO SALT RIVER BRIDGE, CONTINUE 9.1 MI TO
 DU1833'RD. FORKS JUST AFTER CROSSING CATTLEGUARD, CONTINUE STRAIGHT
 DU1833'AHEAD ON MAIN RD. 6.8 MI TO SIDE RD. TO RIGHT AND SIGN
 DU1833'POCKET CREEK DAM-ASBESTOS 2.  TURN RIGHT FOLLOWING NARROW STEEP
 DU1833'RD. 2.4 MI E. TO ASBESTOS MINE (SEVERAL ABANDONED SHACKS) AT TOP
 DU1833'OF SADDLE OVERLOOKING SALT RIVER VALLEY AND END OF TRUCK TRAVEL.
 DU1833'PACK W. TO SUMMIT AND STATION.  A 15-MINUTE PACK.
 DU1833'
 DU1833'STATION MARK--USFS DISK STAMPED---ASBESTOS---, CEMENTED IN ROCK.
 DU1833'
 DU1833'BM 2 JDB--STANDARD BM TABLET STAMPED---2 JDB 1947 6651---.
 DU1833
 DU1833                          STATION RECOVERY (1963)
 DU1833
 DU1833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1833'RECOVERED AS DESCRIBED BY USGS AND USFS.  ALL MARKS IN GOOD
 DU1833'CONDITION.
 DU1833'
 DU1833'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0216 ***********************************************************************
 ET0216  DESIGNATION -  ASH
 ET0216  PID         -  ET0216
 ET0216  STATE/COUNTY-  AZ/YAVAPAI
 ET0216  USGS QUAD   -  ESTLER PEAK (1974)
 ET0216
 ET0216                         *CURRENT SURVEY CONTROL
 ET0216  ___________________________________________________________________
 ET0216* NAD 83(1992)-  34 23 36.60205(N)    112 05 00.00967(W)     ADJUSTED  
 ET0216* NAVD 88     -      1182.56   (+/-2cm)    3879.8    (feet)  VERTCON   
 ET0216  ___________________________________________________________________
 ET0216  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET0216  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0216
 ET0216  HORZ ORDER  -  SECOND
 ET0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0216
 ET0216.The horizontal coordinates were established by classical geodetic methods
 ET0216.and adjusted by the National Geodetic Survey in August 1993..
 ET0216
 ET0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0216.The vertical order pertains to the NGVD 29 superseded value.
 ET0216
 ET0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0216
 ET0216.The geoid height was determined by GEOID03.
 ET0216
 ET0216;                    North         East     Units Scale Factor Converg.
 ET0216;SPC AZ C     -   376,311.499   198,035.176   MT  0.99990289   -0 05 38.9
 ET0216;SPC AZ C     - 1,234,617.78    649,721.71   iFT  0.99990289   -0 05 38.9
 ET0216;UTM  12      - 3,806,319.773   400,417.772   MT  0.99972223   -0 36 43.2
 ET0216
 ET0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0216!SPC AZ C     -   0.99981857  x   0.99990289  =   0.99972147
 ET0216!UTM  12      -   0.99981857  x   0.99972223  =   0.99954085
 ET0216
 ET0216|---------------------------------------------------------------------|
 ET0216| PID    Reference Object                     Distance      Geod. Az  |
 ET0216|                                                           dddmmss.s |
 ET0216| ET0215 ASH RM 1                              9.532 METERS 01457     |
 ET0216| ET0220 BEN                                 APPROX. 2.5 KM 2301953.8 |
 ET0216| ET0217 ASH RM 2                              9.808 METERS 30819     |
 ET0216|---------------------------------------------------------------------|
 ET0216
 ET0216                          SUPERSEDED SURVEY CONTROL
 ET0216
 ET0216  NAD 83(1986)-  34 23 36.59673(N)    112 05 00.00886(W) AD(       ) 2
 ET0216  NAD 27      -  34 23 36.50040(N)    112 04 57.44260(W) AD(       ) 2
 ET0216  NGVD 29 (??/??/92) 1181.854  (m)         3877.47   (f) ADJ UNCH    2 0
 ET0216
 ET0216.Superseded values are not recommended for survey control.
 ET0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0216.See file dsdata.txt to determine how the superseded data were derived.
 ET0216
 ET0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0041806320(NAD 83)
 ET0216_MARKER: DS = TRIANGULATION STATION DISK
 ET0216_SETTING: 80 = SET IN A BOULDER
 ET0216_SP_SET: BOULDER
 ET0216_STAMPING: ASH 1958
 ET0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0216+STABILITY: SURFACE MOTION
 ET0216
 ET0216  HISTORY     - Date     Condition        Report By
 ET0216  HISTORY     - 1958     MONUMENTED       CGS
 ET0216  HISTORY     - 1959     GOOD             CGS
 ET0216  HISTORY     - 1969     GOOD             USGS
 ET0216  HISTORY     - 1971     GOOD             NGS
 ET0216  HISTORY     - 1974     GOOD             NGS
 ET0216
 ET0216                          STATION DESCRIPTION
 ET0216
 ET0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0216'24.5 MI N FROM BLACK CANYON.
 ET0216'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0216'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0216'OF A HIGHWAY CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF
 ET0216'THE RIDGE AND THE STATION, 5.5 FEET NORTH OF THE WITNESS POST,
 ET0216'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 ET0216
 ET0216                          STATION RECOVERY (1959)
 ET0216
 ET0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0216'THE STATION IS LOCATED ABOUT 400 FEET WEST OF ARIZONA STATE
 ET0216'HIGHWAY 79, ON THE EAST END AND HIGHEST PART OF A LOW EAST-WEST
 ET0216'RIDGE.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
 ET0216'WEST OF DUGAS.
 ET0216'
 ET0216'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON ARIZONA
 ET0216'STATE HIGHWAY 79 FOR 5.3 MILES TO THE SOUTH END OF A HIGHWAY
 ET0216'CUT ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY
 ET0216'TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 ET0216'
 ET0216'THE STATION MARK IS A STANDARD DISK STAMPED ASH 1958, SET IN
 ET0216'A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 5.5
 ET0216'FEET NORTH OF A WITNESS POST.
 ET0216'
 ET0216'R.M. 1 IS A STANDARD DISK STAMPED ASH NO 1 1958, SET IN A
 ET0216'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES AND IS 36.7 FEET
 ET0216'NORTH OF THE WITNESS POST.
 ET0216'
 ET0216'R.M. 2 IS A STANDARD DISK STAMPED ASH NO 2 1958, SET IN A DRILL
 ET0216'HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 33.6 FEET
 ET0216'NORTHWEST OF THE WITNESS POST.
 ET0216'
 ET0216'TRIANGULATION STATION BEN MAY BE USED AS AN AZIMUTH MARK.
 ET0216'(SEE DESCRIPTION THEREOF.)
 ET0216
 ET0216                          STATION RECOVERY (1969)
 ET0216
 ET0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0216'NO TEXT AVAILABLE.
 ET0216
 ET0216                          STATION RECOVERY (1971)
 ET0216
 ET0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ET0216'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BEN 1958 WHICH SERVES
 ET0216'FOR AN AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 ET0216'
 ET0216'TO REACH THE STATION FROM CORDS JUNCTION GO NORTH ALONG I-17 FOR
 ET0216'5.5 MILES TO A SMALL HILL ON THE LEFT AND THE STATION ON TOP.
 ET0216'
 ET0216'1958 DISTANCES TO REFERENCE MARKS WAS USED.
 ET0216'
 ET0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES NORTH
 ET0216'OF CORDS JUNCTION.
 ET0216
 ET0216                          STATION RECOVERY (1974)
 ET0216
 ET0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RTR)
 ET0216'THE STATION IS LOCATED 539 FEET WEST OF THE NORTHBOUND LANES OF
 ET0216'INTERSTATE 17.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
 ET0216'WEST OF DUGAS.
 ET0216'
 ET0216'TO REACH FROM CORDES JUNCTION ( INTERSECTION STATE HIGHWAY 69 AND
 ET0216'INTERSTATE 17, GO NORTH ON INTERSTATE 17 FOR 5.4 MILES.  THE STATION
 ET0216'IS 539 FEET WEST OF THE NORTH BOUND LANES AND ON THE HIGHEST PART
 ET0216'OF THE RIDGE.
 ET0216'
 ET0216'THE TWO REFERENCE MARKS AND STATION MARK ARE ALL IN GOOD CONDITION
 ET0216'AND AS PREVIOUSLY DESCRIBED IN THE 1959 COAST DESCRIPTION.
 ET0216'
 ET0216'DISTANCE AND DIRECTION CORDES JUNCTION, 5.4 MILES N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1779 ***********************************************************************
 CZ1779  DESIGNATION -  ASH
 CZ1779  PID         -  CZ1779
 CZ1779  STATE/COUNTY-  AZ/GRAHAM
 CZ1779  USGS QUAD   -  THE MESAS (1985)
 CZ1779
 CZ1779                         *CURRENT SURVEY CONTROL
 CZ1779  ___________________________________________________________________
 CZ1779* NAD 83(1992)-  32 26 39.77362(N)    110 13 07.58363(W)     ADJUSTED  
 CZ1779* NAVD 88     -      1880.6    (meters)    6170.     (feet)  VERTCON   
 CZ1779  ___________________________________________________________________
 CZ1779  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ1779  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ1779
 CZ1779  HORZ ORDER  -  FIRST
 CZ1779
 CZ1779.The horizontal coordinates were established by classical geodetic methods
 CZ1779.and adjusted by the National Geodetic Survey in August 1993..
 CZ1779
 CZ1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1779
 CZ1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1779
 CZ1779.The geoid height was determined by GEOID03.
 CZ1779
 CZ1779;                    North         East     Units Scale Factor Converg.
 CZ1779;SPC AZ E     -   160,141.076   208,460.672   MT  0.99990030   -0 01 40.6
 CZ1779;SPC AZ E     -   525,397.23    683,926.09   iFT  0.99990030   -0 01 40.6
 CZ1779;UTM  12      - 3,589,962.359   573,433.901   MT  0.99966650   +0 25 08.9
 CZ1779
 CZ1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1779!SPC AZ E     -   0.99970909  x   0.99990030  =   0.99960942
 CZ1779!UTM  12      -   0.99970909  x   0.99966650  =   0.99937568
 CZ1779
 CZ1779|---------------------------------------------------------------------|
 CZ1779| PID    Reference Object                     Distance      Geod. Az  |
 CZ1779|                                                           dddmmss.s |
 CZ1779| CC5984 ASH RM 1                             15.190 METERS 02414     |
 CZ1779| CC5983 ASH AZ MK                                          0292047.8 |
 CZ1779| CC5985 ASH RM 2                              9.465 METERS 29704     |
 CZ1779|---------------------------------------------------------------------|
 CZ1779
 CZ1779                          SUPERSEDED SURVEY CONTROL
 CZ1779
 CZ1779  NAD 83(1986)-  32 26 39.77056(N)    110 13 07.58280(W) AD(       ) 1
 CZ1779  NAD 27      -  32 26 39.50700(N)    110 13 05.28100(W) AD(       ) 1
 CZ1779  NGVD 29 (07/19/86) 1879.7    (m)         6167.     (f) VERT ANG       
 CZ1779
 CZ1779.Superseded values are not recommended for survey control.
 CZ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1779.See file dsdata.txt to determine how the superseded data were derived.
 CZ1779
 CZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7343489962(NAD 83)
 CZ1779_MARKER: DS = TRIANGULATION STATION DISK
 CZ1779_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1779_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1779
 CZ1779  HISTORY     - Date     Condition        Report By
 CZ1779  HISTORY     - 1946     MONUMENTED       CGS
 CZ1779
 CZ1779                          STATION DESCRIPTION
 CZ1779
 CZ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1779'THE STATION IS LOCATED AT THE HEAD OF THE S FORK OF ASH
 CZ1779'CREEK, ON WHAT IS KNOWN AS SADDLE MOUNTAIN.  IN APPROXIMATE
 CZ1779'AIRLINE DISTANCES IT IS LOCATED 15 MILES WSW OF BONITA AND
 CZ1779'26 MILES NW OF WILLCOX.
 CZ1779'
 CZ1779'TO REACH THE STATION FROM THE GENERAL STORE IN BONITA, GO
 CZ1779'S 0.3 MILE TO FORK AT SCHOOLHOUSE, TAKE RIGHT FORK AND FOLLOW
 CZ1779'MAIN TRAVELED ROAD FOR 7.45 MILES TO CROSS ROAD, TURN LEFT AND GO
 CZ1779'3 MILES TO T-INTERSECTION.  HERE TURN RIGHT AND CONTINUE
 CZ1779'ON THE MAIN ROAD 3.75 MILES TO A WINDMILL ON THE LEFT, THENCE
 CZ1779'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A FORK AFTER CROSSING
 CZ1779'CATTLE GUARD, KEEP LEFT FORK AND GO 0.7 MILE TO FORK AND LONE
 CZ1779'MAIL BOX.  TAKE RIGHT FORK AND GO 0.4 MILE TO CATTLE GUARD.
 CZ1779'CROSS CATTLE GUARD AND CONTINUE FOR 0.2 MILE TO FORK AND
 CZ1779'SMALL SIGN.  HERE TAKE LEFT FORK LEAVING MAIN ROAD AND
 CZ1779'FOLLOWING TRACK ROAD FOR 0.8 MILE TO WIRE GATE, PASS
 CZ1779'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO A FORK, KEEP
 CZ1779'LEFT FORK AND GO 0.2 MILE TO FORK AND SIGN ON TREE
 CZ1779'PROPERTY OF SIERRA BONITA RANCH.  HERE TAKE LEFT FORK AND GO
 CZ1779'0.4 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR
 CZ1779'1.95 MILES TO WIRE GATE, PASS THROUGH GATE AND CONTINUE
 CZ1779'FOR 0.55 MILE TO A DIRT TANK AND END OF TRUCK TRAVEL.  FROM
 CZ1779'HERE THE STATION IS BACK OF THE HILL THAT BEARS 175
 CZ1779'DEG MAGNETIC AND IS BEST REACHED BY CROSSING DAM AND
 CZ1779'CONTINUING STRAIGHT AHEAD CROSS CLEARING WHERE A CATTLE TRAIL
 CZ1779'IS VISIBLE, FOLLOW THE TRAIL,BEARING  LEFT AND S FOR 1/2 MILE
 CZ1779'TO LOW SADDLE.  HERE TURN RIGHT AND UP STEEL SLOPE AND HIGHEST
 CZ1779'POINT TO AZIMUTH MARK.  FROM HERE STATION IS 1/4 MILE SW ON NEXT
 CZ1779'HILL SEPARATED BY SADDLE.
 CZ1779'
 CZ1779'THE STATION MARK IS A BRONZE STATION DISK, STAMPED ASH 1946,
 CZ1779'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CZ1779'4 INCHES ABOVE GROUND.  IT IS LOCATED 18-1/2 FEET NE OF HIGHEST
 CZ1779'POINT AND 6-FOOT ROCK CAIRN AND POLE TARGET.
 CZ1779'
 CZ1779'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ASH NO 1
 CZ1779'1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 CZ1779'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 2-1/2 FEET LOWER
 CZ1779'THAN STATION AND BEARS NNE OF STATION.
 CZ1779'
 CZ1779'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ASH
 CZ1779'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1779'THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 CZ1779'LOWER THAN STATION AND BEARS WNW OF STATION.
 CZ1779'
 CZ1779'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED ASH 1946,
 CZ1779'AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 24 INCHES
 CZ1779'ABOVE THE GROUND.  IT IS 18 PACES NE OF THE HIGHEST POINT AND
 CZ1779'1/4 MILE NNE OF STATION.
 CZ1779'
 CZ1779'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0842 ***********************************************************************
 ES0842  DESIGNATION -  ASH
 ES0842  PID         -  ES0842
 ES0842  STATE/COUNTY-  AZ/GILA
 ES0842  USGS QUAD   -  PAYSON NORTH (1973)
 ES0842
 ES0842                         *CURRENT SURVEY CONTROL
 ES0842  ___________________________________________________________________
 ES0842* NAD 83(1992)-  34 16 51.61771(N)    111 19 12.11749(W)     ADJUSTED  
 ES0842* NAVD 88     -      1600.3    (meters)    5250.     (feet)  VERTCON   
 ES0842  ___________________________________________________________________
 ES0842  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 ES0842  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0842
 ES0842  HORZ ORDER  -  SECOND
 ES0842
 ES0842.The horizontal coordinates were established by classical geodetic methods
 ES0842.and adjusted by the National Geodetic Survey in August 1993..
 ES0842
 ES0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0842
 ES0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0842
 ES0842.The geoid height was determined by GEOID03.
 ES0842
 ES0842;                    North         East     Units Scale Factor Converg.
 ES0842;SPC AZ E     -   364,423.257   107,166.655   MT  1.00003896   -0 38 58.9
 ES0842;SPC AZ E     - 1,195,614.36    351,596.64   iFT  1.00003896   -0 38 58.9
 ES0842;UTM  12      - 3,793,360.297   470,543.297   MT  0.99961070   -0 10 48.9
 ES0842
 ES0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0842!SPC AZ E     -   0.99975282  x   1.00003896  =   0.99979177
 ES0842!UTM  12      -   0.99975282  x   0.99961070  =   0.99936361
 ES0842
 ES0842|---------------------------------------------------------------------|
 ES0842| PID    Reference Object                     Distance      Geod. Az  |
 ES0842|                                                           dddmmss.s |
 ES0842| DZ1279 ASH RM 1                             10.893 METERS 11005     |
 ES0842| ES0880 SYCAMORE                            APPROX. 8.4 KM 2942945.0 |
 ES0842| DZ1278 ASH RM 2                              8.959 METERS 31928     |
 ES0842|---------------------------------------------------------------------|
 ES0842
 ES0842                          SUPERSEDED SURVEY CONTROL
 ES0842
 ES0842  NAD 83(1986)-  34 16 51.60963(N)    111 19 12.12202(W) AD(       ) 2
 ES0842  NGVD 29 (07/10/87) 1599.6    (m)         5248.     (f) VERT ANG       
 ES0842
 ES0842.Superseded values are not recommended for survey control.
 ES0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0842.See file dsdata.txt to determine how the superseded data were derived.
 ES0842
 ES0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7054393360(NAD 83)
 ES0842_MARKER: DS = TRIANGULATION STATION DISK
 ES0842_SETTING: 66 = SET IN ROCK OUTCROP
 ES0842_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0842+STABILITY: POSITION/ELEVATION WELL
 ES0842
 ES0842  HISTORY     - Date     Condition        Report By
 ES0842  HISTORY     - 1981     MONUMENTED       AZDT
 ES0842
 ES0842                          STATION DESCRIPTION
 ES0842
 ES0842'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0842'THE STATION IS LOCATED 3 MILES NORTH OF PAYSON AND ABOUT 1500 FEET
 ES0842'NORTHEAST OF ARIZONA HIGHWAY 87 ON THE SOUTH RIM OF HUSTON MESA.
 ES0842'
 ES0842'THE STATION MARK IS AN AZDT DISK STAMPED---ASH 1981---SET IN A
 ES0842'DRILL HOLE IN BEDROCK 7 FEET NORTH OF A CAIRN.
 ES0842'
 ES0842'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ASH RM 1 1981---SET IN
 ES0842'A DRILL HOLE IN BEDROCK.
 ES0842'
 ES0842'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ASH RM 2 1981---SET IN
 ES0842'A DRILL HOLE IN BEDROCK.
 ES0842'
 ES0842'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0842'MAIN STREET FOR 0.6 MILE TO A TRAFFIC LIGHT AT JUNCTION OF ARIZONA
 ES0842'HIGHWAY 87.  TURN LEFT AND TRAVEL NORTH FOR 0.7 MILE TO JUNCTION WITH
 ES0842'SR 260, CONTINUE NORTH ALONG SR 87 FOR 2.0 MILES TO HUSTON MESA ROAD
 ES0842'ON THE RIGHT.  TURN RIGHT FOR 0.7 MILE TO SUMMIT, MAKE A SHARP LEFT
 ES0842'TURN ON VERY ROUGH ROAD AND TRAVEL 1.0 MILE TO TWO STEEL TANKS ON THE
 ES0842'RIGHT, CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A FENCE CORNER AND A
 ES0842'CORRAL ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.1 MILE TO END OF
 ES0842'TRUCK TRAVEL.  PACK WEST UP THE SLOPE FOR ABOUT 1100 FEET TO THE CREST
 ES0842'OF THE MESA, BEAR LEFT DOWN GRADE FOR ABOUT 300 FEET TO AN EXPOSED RIM
 ES0842'OF BEDROCK AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1156 ***********************************************************************
 CG1156  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1156  DESIGNATION -  ASH
 CG1156  PID         -  CG1156
 CG1156  STATE/COUNTY-  AZ/COCHISE
 CG1156  USGS QUAD   -  NICKSVILLE (1983)
 CG1156
 CG1156                         *CURRENT SURVEY CONTROL
 CG1156  ___________________________________________________________________
 CG1156* NAD 83(1992)-  31 23 34.05530(N)    110 13 57.62226(W)     ADJUSTED  
 CG1156* NAVD 88     -      1540.27   (meters)    5053.4    (feet)  GPS OBS   
 CG1156  ___________________________________________________________________
 CG1156  X           -  -1,885,042.088 (meters)                     COMP
 CG1156  Y           -  -5,114,392.671 (meters)                     COMP
 CG1156  Z           -   3,303,933.826 (meters)                     COMP
 CG1156  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 CG1156  ELLIP HEIGHT-        1512.32  (meters)          (08/22/05) GPS OBS
 CG1156  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG1156
 CG1156  HORZ ORDER  -  B
 CG1156  ELLP ORDER  -  FOURTH    CLASS II
 CG1156
 CG1156.The horizontal coordinates were established by GPS observations
 CG1156.and adjusted by the National Geodetic Survey in August 2005..
 CG1156
 CG1156.The orthometric height was determined by GPS observations and a
 CG1156.high-resolution geoid model using precise GPS observation and
 CG1156.processing techniques.
 CG1156
 CG1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1156
 CG1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1156
 CG1156.The ellipsoidal height was determined by GPS observations
 CG1156.and is referenced to NAD 83.
 CG1156
 CG1156.The geoid height was determined by GEOID03.
 CG1156
 CG1156;                    North         East     Units Scale Factor Converg.
 CG1156;SPC AZ E     -    43,547.622   207,082.742   MT  0.99990049   -0 02 03.8
 CG1156;SPC AZ E     -   142,872.78    679,405.32   iFT  0.99990049   -0 02 03.8
 CG1156;UTM  12      - 3,473,389.081   572,952.724   MT  0.99966564   +0 23 59.0
 CG1156
 CG1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1156!SPC AZ E     -   0.99976258  x   0.99990049  =   0.99966309
 CG1156!UTM  12      -   0.99976258  x   0.99966564  =   0.99942830
 CG1156
 CG1156|---------------------------------------------------------------------|
 CG1156| PID    Reference Object                     Distance      Geod. Az  |
 CG1156|                                                           dddmmss.s |
 CG1156| CS5383 ASH RM 1                             10.154 METERS 13814     |
 CG1156| CS5384 ASH RM 2                             10.183 METERS 31817     |
 CG1156|---------------------------------------------------------------------|
 CG1156
 CG1156                          SUPERSEDED SURVEY CONTROL
 CG1156
 CG1156  NAD 83(1992)-  31 23 34.05627(N)    110 13 57.62239(W) AD(       ) 2
 CG1156  NAD 83(1986)-  31 23 34.04714(N)    110 13 57.61049(W) AD(       ) 2
 CG1156  NGVD 29 (03/13/91) 1538.6    (m)         5048.     (f) VERT ANG       
 CG1156
 CG1156.Superseded values are not recommended for survey control.
 CG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1156.See file dsdata.txt to determine how the superseded data were derived.
 CG1156
 CG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7295373389(NAD 83)
 CG1156_MARKER: DS = TRIANGULATION STATION DISK
 CG1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1156_STAMPING: NONE
 CG1156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1156+STABILITY: SURFACE MOTION
 CG1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1156+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1156
 CG1156  HISTORY     - Date     Condition        Report By
 CG1156  HISTORY     - 1982     MONUMENTED       AZDT
 CG1156  HISTORY     - 20010419 GOOD             NGS
 CG1156  HISTORY     - 20040429 GOOD             AZ-003
 CG1156
 CG1156                          STATION DESCRIPTION
 CG1156
 CG1156'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1156'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF PALOMINAS, 3-1/2 MILES
 CG1156'SOUTHEAST OF NICKSVILLE AND ALONG STATE ROUTE 92.
 CG1156'
 CG1156'THE STATION MARK IS AN ADOT DISK STAMPED---ASH 1982---SET IN TOP
 CG1156'OF A 10 INCH CONCRETE MONUMENT.  IT IS 98 FEET NORTHEAST OF THE CENTER
 CG1156'LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE AND 3
 CG1156'FEET NORTHEAST OF THE STATION.
 CG1156'
 CG1156'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---ASH RM 1 1982---SET IN
 CG1156'TOP OF A CONCRETE MONUMENT.
 CG1156'
 CG1156'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---ASH RM 2 1982---SET IN
 CG1156'TOP OF A CONCRETE MONUMENT.
 CG1156'
 CG1156'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS, TRAVEL WEST
 CG1156'ALONG STATE ROUTE 92 FOR 6.95 MILES TO THE STATION ON THE RIGHT.
 CG1156
 CG1156                          STATION RECOVERY (2001)
 CG1156
 CG1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG1156'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION IS 3
 CG1156'FEET NORTHEAST OF WITNESS POST (NOT STATION).  THEY ARE ACROSS HIGHWAY
 CG1156'FROM LARGE, WHITE, ADOBE HOUSE.
 CG1156
 CG1156                          STATION RECOVERY (2004)
 CG1156
 CG1156'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1156'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0114 ***********************************************************************
 FR0114  DESIGNATION -  ASH FORK RM 1
 FR0114  PID         -  FR0114
 FR0114  STATE/COUNTY-  AZ/YAVAPAI
 FR0114  USGS QUAD   -  ASH FORK (1979)
 FR0114
 FR0114                         *CURRENT SURVEY CONTROL
 FR0114  ___________________________________________________________________
 FR0114* NAD 83(1986)-  35 13 02.     (N)    112 29 00.     (W)     SCALED    
 FR0114* NAVD 88     -      1603.315  (meters)    5260.21   (feet)  POSTED    
 FR0114  ___________________________________________________________________
 FR0114  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 FR0114  DYNAMIC HT  -        1601.200 (meters)    5253.27  (feet)  COMP
 FR0114  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0114
 FR0114  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0114
 FR0114.The horizontal coordinates were scaled from a topographic map and have
 FR0114.an estimated accuracy of +/- 6 seconds.
 FR0114
 FR0114.The orthometric height was determined by differential leveling
 FR0114.and adjusted by the National Geodetic Survey in 1992..
 FR0114.No vertical observational check was made to the station.
 FR0114.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0114.was located on a no-check spur therefore a value was not computed.
 FR0114
 FR0114.The geoid height was determined by GEOID03.
 FR0114
 FR0114.The dynamic height is computed by dividing the NAVD 88
 FR0114.geopotential number by the normal gravity value computed on the
 FR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0114.degrees latitude (g = 980.6199 gals.).
 FR0114
 FR0114.The modeled gravity was interpolated from observed gravity values.
 FR0114
 FR0114;                    North         East    Units  Estimated Accuracy
 FR0114;SPC AZ C     -   467,820.      161,770.      MT  (+/- 180 meters Scaled)
 FR0114
 FR0114                          SUPERSEDED SURVEY CONTROL
 FR0114
 FR0114  NGVD 29 (??/??/92) 1602.453  (m)         5257.38   (f) ADJ UNCH    2 0
 FR0114
 FR0114.Superseded values are not recommended for survey control.
 FR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0114.See file dsdata.txt to determine how the superseded data were derived.
 FR0114
 FR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD649981(NAD 83)
 FR0114_MARKER: DR = REFERENCE MARK DISK
 FR0114_SETTING: 80 = SET IN A BOULDER
 FR0114_SP_SET: BOULDER
 FR0114_STAMPING: ASH FROK NO 1 1958
 FR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0114+STABILITY: SURFACE MOTION
 FR0114
 FR0114  HISTORY     - Date     Condition        Report By
 FR0114  HISTORY     - 1958     MONUMENTED       CGS
 FR0114
 FR0114                          STATION DESCRIPTION
 FR0114
 FR0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0114'0.5 MI SE FROM ASHFORK.
 FR0114'GO ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE GO ONE BLOCK
 FR0114'EAST, THENCE GO 0.3 MILE SOUTH ON THE DIRT ROAD TO A WIRE GATE, GO
 FR0114'THROUGH THE WIRE GATE AND CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A
 FR0114'FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A RED BRICK BUILDING,
 FR0114'KEEP TO THE EAST AND SOUTH OF THE BUILDING AND FOLLOW A DIM TRACK ROAD
 FR0114'UPGRADE ALONG A LINE OF TRANSMISSION POLES FOR 0.15 MILE TO THE TOP OF
 FR0114'THE HILL AND THE MARK ON THE NORTH SIDE OF THE POLE LINE.  IT IS 81
 FR0114'FEET NORTH OF POLE NUMBER 8, 22 FEET NORTHEAST OF A WITNESS POST, AND
 FR0114'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0115 ***********************************************************************
 FR0115  DESIGNATION -  ASH FORK RM 2
 FR0115  PID         -  FR0115
 FR0115  STATE/COUNTY-  AZ/YAVAPAI
 FR0115  USGS QUAD   -  ASH FORK (1979)
 FR0115
 FR0115                         *CURRENT SURVEY CONTROL
 FR0115  ___________________________________________________________________
 FR0115* NAD 83(1986)-  35 13 02.     (N)    112 29 00.     (W)     SCALED    
 FR0115* NAVD 88     -      1603.562  (meters)    5261.02   (feet)  POSTED    
 FR0115  ___________________________________________________________________
 FR0115  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 FR0115  DYNAMIC HT  -        1601.450 (meters)    5254.09  (feet)  COMP
 FR0115  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0115
 FR0115  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0115
 FR0115.The horizontal coordinates were scaled from a topographic map and have
 FR0115.an estimated accuracy of +/- 6 seconds.
 FR0115
 FR0115.The orthometric height was determined by differential leveling
 FR0115.and adjusted by the National Geodetic Survey in 1992..
 FR0115.No vertical observational check was made to the station.
 FR0115.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0115.was located on a no-check spur therefore a value was not computed.
 FR0115
 FR0115.The geoid height was determined by GEOID03.
 FR0115
 FR0115.The dynamic height is computed by dividing the NAVD 88
 FR0115.geopotential number by the normal gravity value computed on the
 FR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0115.degrees latitude (g = 980.6199 gals.).
 FR0115
 FR0115.The modeled gravity was interpolated from observed gravity values.
 FR0115
 FR0115;                    North         East    Units  Estimated Accuracy
 FR0115;SPC AZ C     -   467,820.      161,770.      MT  (+/- 180 meters Scaled)
 FR0115
 FR0115                          SUPERSEDED SURVEY CONTROL
 FR0115
 FR0115  NGVD 29 (??/??/92) 1602.699  (m)         5258.19   (f) ADJ UNCH    2 0
 FR0115
 FR0115.Superseded values are not recommended for survey control.
 FR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0115.See file dsdata.txt to determine how the superseded data were derived.
 FR0115
 FR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD649981(NAD 83)
 FR0115_MARKER: DR = REFERENCE MARK DISK
 FR0115_SETTING: 80 = SET IN A BOULDER
 FR0115_SP_SET: BOULDER
 FR0115_STAMPING: ASH FORK NO 2 1958
 FR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0115+STABILITY: SURFACE MOTION
 FR0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0115+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0115
 FR0115  HISTORY     - Date     Condition        Report By
 FR0115  HISTORY     - 1958     MONUMENTED       CGS
 FR0115  HISTORY     - 20000328 GOOD             NGS
 FR0115  HISTORY     - 20030503 GOOD             NGS
 FR0115
 FR0115                          STATION DESCRIPTION
 FR0115
 FR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0115'0.5 MI SE FROM ASHFORK.
 FR0115'GO ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE GO ONE BLOCK
 FR0115'EAST, THENCE GO 0.3 MILE SOUTH ON THE DIRT ROAD TO A WIRE GATE, GO
 FR0115'THROUGH THE WIRE GATE AND CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A
 FR0115'FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A RED BRICK BUILDING,
 FR0115'KEEP TO THE EAST AND SOUTH OF THE BUILDING AND FOLLOW A DIM TRACK ROAD
 FR0115'UPGRADE ALONG A LINE OF TRANSMISSION POLES FOR 0.15 MILE TO THE TOP OF
 FR0115'THE HILL AND THE MARK ON THE NORTH SIDE OF THE POLE LINE.  IT IS 43
 FR0115'FEET NORTHEAST OF POLE NUMBER 8, 14 FEET SOUTHEAST OF A WITNESS POST
 FR0115'AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 FR0115
 FR0115                          STATION RECOVERY (2000)
 FR0115
 FR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FR0115'STATION FOUND JUST SE OF SE CORNER OF FENCE AROUND TWO WATER TANKS.
 FR0115'ACCESS IS ALONG SOUTHERN FRONTAGE ROAD FROM EXIT 144 OF INTERSTATE 40.
 FR0115' 
 FR0115
 FR0115                          STATION RECOVERY (2003)
 FR0115
 FR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0880 ***********************************************************************
 FR0880  DESIGNATION -  ASH FORK SANTA FE RR WATER TK
 FR0880  PID         -  FR0880
 FR0880  STATE/COUNTY-  AZ/YAVAPAI
 FR0880  USGS QUAD   -  ASH FORK (1979)
 FR0880
 FR0880                         *CURRENT SURVEY CONTROL
 FR0880  ___________________________________________________________________
 FR0880* NAD 83(1992)-  35 13 29.36837(N)    112 29 13.37312(W)     ADJUSTED  
 FR0880* NAVD 88     -                                                        
 FR0880  ___________________________________________________________________
 FR0880  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 FR0880  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 FR0880
 FR0880  HORZ ORDER  -  THIRD
 FR0880
 FR0880.The horizontal coordinates were established by classical geodetic methods
 FR0880.and adjusted by the National Geodetic Survey in August 1993..
 FR0880
 FR0880
 FR0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0880
 FR0880.The geoid height was determined by GEOID03.
 FR0880
 FR0880;                    North         East     Units Scale Factor Converg.
 FR0880;SPC AZ C     -   468,663.417   161,438.647   MT  0.99993321   -0 19 44.4
 FR0880;SPC AZ C     - 1,537,609.64    529,654.35   iFT  0.99993321   -0 19 44.4
 FR0880;UTM  12      - 3,898,988.773   364,671.473   MT  0.99982570   -0 51 28.2
 FR0880
 FR0880                          SUPERSEDED SURVEY CONTROL
 FR0880
 FR0880  NAD 83(1986)-  35 13 29.36584(N)    112 29 13.37250(W) AD(       ) 4
 FR0880  NAD 27      -  35 13 29.32600(N)    112 29 10.72400(W) AD(       ) 3
 FR0880
 FR0880.Superseded values are not recommended for survey control.
 FR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0880.See file dsdata.txt to determine how the superseded data were derived.
 FR0880
 FR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6467198989(NAD 83)
 FR0880_MARKER: 53 = ELEVATED TANK
 FR0880
 FR0880  HISTORY     - Date     Condition        Report By
 FR0880  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0880  HISTORY     - 20060510 GOOD             GEOCAC
 FR0880
 FR0880                          STATION DESCRIPTION
 FR0880
 FR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0880'STATION IS LOCATED IN THE BUSINESS SECTION OF ASH FORK AND IS
 FR0880'0.2 MILE WEST OF THE ASH FORK POST OFFICE.
 FR0880'
 FR0880'STATION IS A STEEL WATER TANK, IS SUPPORTED BY 4 LEGS, IS
 FR0880'PAINTED BLACK AND IS ABOUT 75 FEET HIGH.
 FR0880'
 FR0880'POINT INTERSECTED WAS TOP AND CENTER.
 FR0880
 FR0880                          STATION RECOVERY (2006)
 FR0880
 FR0880'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 FR0880'TANK IS NOW PAINTED SILVER, WITH BLUE SANTA FE RAILROAD LOGO PAINTED
 FR0880'ON EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1109 ***********************************************************************
 CY1109  DESIGNATION -  ASH PEAK
 CY1109  PID         -  CY1109
 CY1109  STATE/COUNTY-  AZ/GREENLEE
 CY1109  USGS QUAD   -  ASH PEAK (1986)
 CY1109
 CY1109                         *CURRENT SURVEY CONTROL
 CY1109  ___________________________________________________________________
 CY1109* NAD 83(1992)-  32 45 06.21669(N)    109 15 43.29924(W)     ADJUSTED  
 CY1109* NAVD 88     -      1703.3    (meters)    5588.     (feet)  VERTCON   
 CY1109  ___________________________________________________________________
 CY1109  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CY1109  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CY1109
 CY1109  HORZ ORDER  -  FIRST
 CY1109
 CY1109.The horizontal coordinates were established by classical geodetic methods
 CY1109.and adjusted by the National Geodetic Survey in August 1993..
 CY1109
 CY1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1109
 CY1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1109
 CY1109.The geoid height was determined by GEOID03.
 CY1109
 CY1109;                    North         East     Units Scale Factor Converg.
 CY1109;SPC AZ E     -   194,582.310   298,130.409   MT  0.99998858   +0 29 22.0
 CY1109;SPC AZ E     -   638,393.41    978,118.14   iFT  0.99998858   +0 29 22.0
 CY1109;UTM  12      - 3,625,100.104   662,817.760   MT  0.99992689   +0 56 25.6
 CY1109
 CY1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1109!SPC AZ E     -   0.99973674  x   0.99998858  =   0.99972533
 CY1109!UTM  12      -   0.99973674  x   0.99992689  =   0.99966365
 CY1109
 CY1109|---------------------------------------------------------------------|
 CY1109| PID    Reference Object                     Distance      Geod. Az  |
 CY1109|                                                           dddmmss.s |
 CY1109| CY1122 ASH PEAK RM 1                         6.477 METERS 13923     |
 CY1109| CY1096 TARGET ABOUT 4 MI NE OF SEEL        APPROX. 7.3 KM 1962152.3 |
 CY1109| CC5987 ASH PEAK RM 2                         4.017 METERS 23526     |
 CY1109| CY1105 GUTHRIE RESET                       APPROX.15.8 KM 3415706.4 |
 CY1109| CC5986 HIGHWAY 70 STA 33+21                               3533425.3 |
 CY1109|---------------------------------------------------------------------|
 CY1109
 CY1109                          SUPERSEDED SURVEY CONTROL
 CY1109
 CY1109  NAD 83(1986)-  32 45 06.21268(N)    109 15 43.29581(W) AD(       ) 1
 CY1109  NAD 27      -  32 45 05.96700(N)    109 15 41.05800(W) AD(       ) 1
 CY1109  NGVD 29 (07/19/86) 1702.6    (m)         5586.     (f) VERT ANG       
 CY1109
 CY1109.Superseded values are not recommended for survey control.
 CY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1109.See file dsdata.txt to determine how the superseded data were derived.
 CY1109
 CY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6281825100(NAD 83)
 CY1109_MARKER: DS = TRIANGULATION STATION DISK
 CY1109_SETTING: 66 = SET IN ROCK OUTCROP
 CY1109_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1109+STABILITY: POSITION/ELEVATION WELL
 CY1109
 CY1109  HISTORY     - Date     Condition        Report By
 CY1109  HISTORY     - 1945     MONUMENTED       USFS
 CY1109  HISTORY     - 1968     GOOD             AMS
 CY1109  HISTORY     - 1972     GOOD             AZHD
 CY1109  HISTORY     - 1976     GOOD             NGS
 CY1109  HISTORY     - 1983     GOOD             AZDT
 CY1109
 CY1109                          STATION DESCRIPTION
 CY1109
 CY1109'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1109'THE STATION IS 9-1/2 MILES (AIR LINE) W OF DUNCAN, 22 MILES
 CY1109'(AIR LINE) ESE OF SOLOMONSVILLE, AND ABOUT 1 MILE SSW OF U.S.
 CY1109'HIGHWAY 70.  IT IS ON A SHARP CONE-SHAPED PEAK LOCALLY KNOWN
 CY1109'AS ASH PEAK.
 CY1109'
 CY1109'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1109'E ON U.S. HIGHWAY 70 FOR 2.0 MILES TO ITS JUNCTION WITH U.S.
 CY1109'HIGHWAY 666.  CONTINUE ON U.S. HIGHWAY 70, THE RIGHT FORK,
 CY1109'FOR 20.6 MILES TO THE LINE BETWEEN GRAHAM AND GREENLEE COUNTIES.
 CY1109'CONTINUE 0.7 MILE TO A CONCRETE BRIDGE WITH AN ARIZONA HIGHWAY
 CY1109'DEPARTMENT BENCH MARK ON ITS S SIDE.  THIS IS THE AZIMUTH
 CY1109'MARK FOR THIS STATION.  CONTINUE 0.6 MILE TO A BLADED ROAD
 CY1109'RIGHT AT A SHACK ABOUT 150 FEET BEYOND A HIGHWAY SIGN SIDE
 CY1109'ROAD.  TAKE THE RIGHT FORK HERE AND GO 0.4 MILE TO A FORK.
 CY1109'TAKE THE LEFT FORK AND GO 0.15 MILE KEEPING TO THE RIGHT
 CY1109'AT THREE OR FOUR SMALL FORKS.  HERE TURN RIGHT CROSS
 CY1109'COUNTRY AND GO SW AND S AND SE UP A RIDGE FOR 0.4 MILE TO
 CY1109'THE END OF TRUCK TRAVEL AT THE BASE OF A STEEP N SLOPE.
 CY1109'FROM HERE PACK S TO THE TOP OF THE RIM ROCK AND THEN
 CY1109'CONTINUE S TO THE TOP OF THE MOUNTAIN AND THE STATION.
 CY1109'
 CY1109'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 CY1109'DISK WITH A CROSS STAMPED IN THE CENTER.  THERE IS NO OTHER
 CY1109'STAMPING.  THE STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 CY1109'
 CY1109'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1109'PROJECTING 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1109'STAMPED ASH PEAK USFS NO 1 1945.  IT IS ON THE EDGE OF AN
 CY1109'8-FOOT LEDGE AND IS ABOUT 26 INCHES BELOW THE STATION.  THE
 CY1109'MARK IS SE OF THE STATION.
 CY1109'
 CY1109'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1109'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1109'ASH PEAK USFS NO 2 1945.  THE MARK IS SW OF THE STATION AND
 CY1109'ABOUT 14 INCHES LOWER.
 CY1109'
 CY1109'A CARTRIDGE IS SET IN BEDROCK PROJECTING ABOUT 14 INCHES ABOVE
 CY1109'THE SURROUNDING SURFACE AND IS ABOUT 16 INCHES BELOW THE
 CY1109'STATION.  IT IS N OF THE STATION.
 CY1109'
 CY1109'A CARTRIDGE IS SET IN BEDROCK PROJECTING ABOUT 16 INCHES
 CY1109'ABOVE THE SURROUNDING SURFACE AND IS ABOUT 16 INCHES BELOW
 CY1109'THE STATION.  IT IS ESE OF THE STATION.
 CY1109'
 CY1109'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1109'4192.12 33+21 1926.  IT IS SET IN THE S SIDE OF A CONCRETE
 CY1109'BRIDGE, 10.8 FEET FROM THE CENTER OF U.S. HIGHWAY 70, AND 11.2
 CY1109'FEET FROM THE W END OF THE BRIDGE.  THE MARK IS N OF THE STATION.
 CY1109'
 CY1109'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1109
 CY1109                          STATION RECOVERY (1968)
 CY1109
 CY1109'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1109'STATION IS LOCATED APPROXIMATELY 9.5 AIRMILES (WNW) OF DUNCAN,
 CY1109'ARIZ. AND 26 AIRMILES (ESE) OF SAFFORD, ARIZONA.
 CY1109'
 CY1109'TO REACH FROM INTERSECTION OF U.S. HWY 70 AND ARIZONA HWY 75 IN
 CY1109'DUNCAN PROCEED (W) ON U.S. 70 FOR 10.8 MILES TO A DIRT ROAD
 CY1109'LEFT, TURN LEFT (S) ON DIRT ROAD AND GO 1.5 MILE TO END
 CY1109'OF DIRT ROAD.  PROCEED ON FOOT (S) UP THE MOUNTAIN TO PEAK
 CY1109'AND STATION SITE.  STATION IS ON HIGH POINT.
 CY1109'
 CY1109'STATION IS MARKED BY A USFS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'17 IN ABOVE GROUND AND STAMPED ONLY WITH A CROSS IN THE CENTER.
 CY1109'
 CY1109'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'1.6 FT ABOVE GROUND STAMPED ASH PEAK NO 1 1945.  FROM THE
 CY1109'STATION IT IS (SE) ON A MAG AZ OF 127 DEG AT A DISTANCE OF
 CY1109'21.19 FT AND A DE OF -2.68 FEET.
 CY1109'
 CY1109'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'1.4 FT ABOVE GROUND.  STAMPED ASH PEAK 2 1945.  FROM THE STATION
 CY1109'IT IS (SW) ON A MAG AZ OF 225 DEG AT A DISTANCE OF 13.13 FT
 CY1109'AND A DE OF -1.35 FEET.
 CY1109'
 CY1109'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CY1109'
 CY1109'CONDITION OF ALL MARKS IS EXCELLENT AND VIEW IS EXCELLENT
 CY1109'IN ALL DIRECTIONS.
 CY1109
 CY1109                          STATION RECOVERY (1972)
 CY1109
 CY1109'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (GS)
 CY1109'B.  TO REACH DESCRIPTION OK AS GIVEN
 CY1109
 CY1109                          STATION RECOVERY (1976)
 CY1109
 CY1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1109'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CY1109'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK HAS BEEN
 CY1109'DEFACED BY POUNDING BUT REMAINS SOLIDLY IN PLACE.  THE AZIMUTH MARK
 CY1109'WAS SEARCHED FOR AND NOT RECOVERED.  STATION SHAM WILL SERVE FOR
 CY1109'A NEW AZIMUTH MARK.  THE DISTANCE SHOWN IS A GEODIMETER LENGTH
 CY1109'WHICH HAS BEEN REDUCED TO GEODETIC.
 CY1109'
 CY1109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND ARIZONA
 CY1109'HWY. 75 IN DUNCAN, GO WEST ALONG U.S. 70 FOR 10.8 MILES TO A DIRT
 CY1109'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.3 MILE THROUGH A FLAT AREA TO
 CY1109'A ROAD RIGHT.  TURN SHARP RIGHT AND FOLLOW TRACK ROAD ACROSS A
 CY1109'WASH THEN GO NORTH AND NORTHWEST FOR 0.45 MILE, TURN LEFT ACROSS
 CY1109'COUNTRY AND UP A NOSE OF A RIDGE TO END OF TRUCK TRAVEL.
 CY1109'A 45 MINUTE PACK TO STATION.
 CY1109'
 CY1109'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1109
 CY1109                          STATION RECOVERY (1983)
 CY1109
 CY1109'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1109'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0215 ***********************************************************************
 ET0215  DESIGNATION -  ASH RM 1
 ET0215  PID         -  ET0215
 ET0215  STATE/COUNTY-  AZ/YAVAPAI
 ET0215  USGS QUAD   -  ESTLER PEAK (1974)
 ET0215
 ET0215                         *CURRENT SURVEY CONTROL
 ET0215  ___________________________________________________________________
 ET0215* NAD 83(1986)-  34 23 36.     (N)    112 05 00.     (W)     SCALED    
 ET0215* NAVD 88     -      1181.85   (+/-2cm)    3877.5    (feet)  VERTCON   
 ET0215  ___________________________________________________________________
 ET0215  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0215
 ET0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0215
 ET0215.The horizontal coordinates were scaled from a topographic map and have
 ET0215.an estimated accuracy of +/- 6 seconds.
 ET0215
 ET0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0215.The vertical order pertains to the NGVD 29 superseded value.
 ET0215
 ET0215.The geoid height was determined by GEOID03.
 ET0215
 ET0215;                    North         East    Units  Estimated Accuracy
 ET0215;SPC AZ C     -   376,290.      198,040.      MT  (+/- 180 meters Scaled)
 ET0215
 ET0215                          SUPERSEDED SURVEY CONTROL
 ET0215
 ET0215  NGVD 29 (??/??/92) 1181.144  (m)         3875.14   (f) ADJ UNCH    2 0
 ET0215
 ET0215.Superseded values are not recommended for survey control.
 ET0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0215.See file dsdata.txt to determine how the superseded data were derived.
 ET0215
 ET0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD004063(NAD 83)
 ET0215_MARKER: DR = REFERENCE MARK DISK
 ET0215_SETTING: 80 = SET IN A BOULDER
 ET0215_SP_SET: BOULDER
 ET0215_STAMPING: ASH NO 1 1958
 ET0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0215+STABILITY: SURFACE MOTION
 ET0215
 ET0215  HISTORY     - Date     Condition        Report By
 ET0215  HISTORY     - 1958     MONUMENTED       CGS
 ET0215
 ET0215                          STATION DESCRIPTION
 ET0215
 ET0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0215'24.5 MI N FROM BLACK CANYON.
 ET0215'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0215'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0215'OF A CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF THE RIDGE
 ET0215'AND THE STATION, 36.7 FEET NORTH OF THE WITNESS POST, CEMENTED IN A
 ET0215'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0217 ***********************************************************************
 ET0217  DESIGNATION -  ASH RM 2
 ET0217  PID         -  ET0217
 ET0217  STATE/COUNTY-  AZ/YAVAPAI
 ET0217  USGS QUAD   -  ESTLER PEAK (1974)
 ET0217
 ET0217                         *CURRENT SURVEY CONTROL
 ET0217  ___________________________________________________________________
 ET0217* NAD 83(1986)-  34 23 36.     (N)    112 05 00.     (W)     SCALED    
 ET0217* NAVD 88     -      1182.62   (+/-2cm)    3880.0    (feet)  VERTCON   
 ET0217  ___________________________________________________________________
 ET0217  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0217
 ET0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0217
 ET0217.The horizontal coordinates were scaled from a topographic map and have
 ET0217.an estimated accuracy of +/- 6 seconds.
 ET0217
 ET0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0217.The vertical order pertains to the NGVD 29 superseded value.
 ET0217
 ET0217.The geoid height was determined by GEOID03.
 ET0217
 ET0217;                    North         East    Units  Estimated Accuracy
 ET0217;SPC AZ C     -   376,290.      198,040.      MT  (+/- 180 meters Scaled)
 ET0217
 ET0217                          SUPERSEDED SURVEY CONTROL
 ET0217
 ET0217  NGVD 29 (??/??/92) 1181.924  (m)         3877.70   (f) ADJ UNCH    2 0
 ET0217
 ET0217.Superseded values are not recommended for survey control.
 ET0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0217.See file dsdata.txt to determine how the superseded data were derived.
 ET0217
 ET0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD004063(NAD 83)
 ET0217_MARKER: DR = REFERENCE MARK DISK
 ET0217_SETTING: 80 = SET IN A BOULDER
 ET0217_SP_SET: BOULDER
 ET0217_STAMPING: ASH NO 2 1958
 ET0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0217+STABILITY: SURFACE MOTION
 ET0217
 ET0217  HISTORY     - Date     Condition        Report By
 ET0217  HISTORY     - 1958     MONUMENTED       CGS
 ET0217
 ET0217                          STATION DESCRIPTION
 ET0217
 ET0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0217'24.5 MI N FROM BLACK CANYON.
 ET0217'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0217'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0217'OF A HIGHWAY CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF
 ET0217'THE RIDGE, 33.6 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A
 ET0217'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3751 ***********************************************************************
 DH3751  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3751  DESIGNATION -  ASHLER HILLS CORS ARP
 DH3751  CORS_ID     -  AZAH
 DH3751  PID         -  DH3751
 DH3751  STATE/COUNTY-  AZ/MARICOPA
 DH3751  USGS QUAD   -  CAVE CREEK (1981)
 DH3751
 DH3751                         *CURRENT SURVEY CONTROL
 DH3751  ___________________________________________________________________
 DH3751* NAD 83(CORS)-  33 46 28.03114(N)    111 53 30.78646(W)     ADJUSTED  
 DH3751* NAVD 88     -                                                        
 DH3751  ___________________________________________________________________
 DH3751  EPOCH DATE  -        2002.00
 DH3751  X           -  -1,979,046.903 (meters)                     COMP
 DH3751  Y           -  -4,925,049.293 (meters)                     COMP
 DH3751  Z           -   3,526,074.653 (meters)                     COMP
 DH3751  ELLIP HEIGHT-         712.72  (meters)          (06/??/05) GPS OBS
 DH3751  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH3751
 DH3751  HORZ ORDER  -  SPECIAL (CORS)
 DH3751  ELLP ORDER  -  SPECIAL (CORS)
 DH3751
 DH3751.ITRF positions are available for this station.
 DH3751.The coordinates were established by GPS observations
 DH3751.and adjusted by the National Geodetic Survey in June 2005..
 DH3751.The coordinates are valid at the epoch date displayed above.
 DH3751.The epoch date for horizontal control is a decimal equivalence
 DH3751.of Year/Month/Day.
 DH3751
 DH3751
 DH3751.The PID for the CORS L1 Phase Center is DH3752.
 DH3751
 DH3751.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3751
 DH3751.The ellipsoidal height was determined by GPS observations
 DH3751.and is referenced to NAD 83.
 DH3751
 DH3751.The geoid height was determined by GEOID03.
 DH3751
 DH3751;                    North         East     Units Scale Factor Converg.
 DH3751;SPC AZ C     -   307,638.886   215,655.241   MT  0.99990006   +0 00 49.6
 DH3751;SPC AZ C     - 1,009,313.93    707,530.32   iFT  0.99990006   +0 00 49.6
 DH3751
 DH3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3751!SPC AZ C     -   0.99988812  x   0.99990006  =   0.99978820
 DH3751
 DH3751                          SUPERSEDED SURVEY CONTROL
 DH3751
 DH3751.No superseded survey control is available for this station.
 DH3751
 DH3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1741837506(NAD 83)
 DH3751_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3751
 DH3751                          STATION DESCRIPTION
 DH3751
 DH3751'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3751'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3751'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3751'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3751'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3751'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3752 ***********************************************************************
 DH3752  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3752  DESIGNATION -  ASHLER HILLS CORS L1 PHASE CENTER
 DH3752  CORS_ID     -  AZAH
 DH3752  PID         -  DH3752
 DH3752  STATE/COUNTY-  AZ/MARICOPA
 DH3752  USGS QUAD   -  CAVE CREEK (1981)
 DH3752
 DH3752                         *CURRENT SURVEY CONTROL
 DH3752  ___________________________________________________________________
 DH3752* NAD 83(CORS)-  33 46 28.03115(N)    111 53 30.78644(W)     ADJUSTED  
 DH3752* NAVD 88     -                                                        
 DH3752  ___________________________________________________________________
 DH3752  EPOCH DATE  -        2002.00
 DH3752  X           -  -1,979,046.924 (meters)                     COMP
 DH3752  Y           -  -4,925,049.347 (meters)                     COMP
 DH3752  Z           -   3,526,074.692 (meters)                     COMP
 DH3752  ELLIP HEIGHT-         712.79  (meters)          (06/??/05) GPS OBS
 DH3752  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH3752
 DH3752  HORZ ORDER  -  SPECIAL (CORS)
 DH3752  ELLP ORDER  -  SPECIAL (CORS)
 DH3752
 DH3752.ITRF positions are available for this station.
 DH3752.The coordinates were established by GPS observations
 DH3752.and adjusted by the National Geodetic Survey in June 2005..
 DH3752.The coordinates are valid at the epoch date displayed above.
 DH3752.The epoch date for horizontal control is a decimal equivalence
 DH3752.of Year/Month/Day.
 DH3752
 DH3752
 DH3752.The PID for the CORS ARP is DH3751.
 DH3752
 DH3752.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3752
 DH3752.The ellipsoidal height was determined by GPS observations
 DH3752.and is referenced to NAD 83.
 DH3752
 DH3752.The geoid height was determined by GEOID03.
 DH3752
 DH3752;                    North         East     Units Scale Factor Converg.
 DH3752;SPC AZ C     -   307,638.886   215,655.241   MT  0.99990006   +0 00 49.6
 DH3752;SPC AZ C     - 1,009,313.93    707,530.32   iFT  0.99990006   +0 00 49.6
 DH3752
 DH3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3752!SPC AZ C     -   0.99988811  x   0.99990006  =   0.99978818
 DH3752
 DH3752                          SUPERSEDED SURVEY CONTROL
 DH3752
 DH3752.No superseded survey control is available for this station.
 DH3752
 DH3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1741837506(NAD 83)
 DH3752_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3752
 DH3752                          STATION DESCRIPTION
 DH3752
 DH3752'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3752'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3752'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3752'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3752'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3752'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0847 ***********************************************************************
 FR0847  DESIGNATION -  ASOP RESET
 FR0847  PID         -  FR0847
 FR0847  STATE/COUNTY-  AZ/COCONINO
 FR0847  USGS QUAD   -  HOWARD LAKE (1989)
 FR0847
 FR0847                         *CURRENT SURVEY CONTROL
 FR0847  ___________________________________________________________________
 FR0847* NAD 83(1992)-  35 32 37.15363(N)    112 08 44.40844(W)     ADJUSTED  
 FR0847* NAVD 88     -      1973.5    (meters)    6475.     (feet)  VERTCON   
 FR0847  ___________________________________________________________________
 FR0847  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 FR0847  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0847
 FR0847  HORZ ORDER  -  SECOND
 FR0847
 FR0847.The horizontal coordinates were established by classical geodetic methods
 FR0847.and adjusted by the National Geodetic Survey in August 1993..
 FR0847
 FR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0847
 FR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0847
 FR0847.The geoid height was determined by GEOID03.
 FR0847
 FR0847;                    North         East     Units Scale Factor Converg.
 FR0847;SPC AZ C     -   503,908.283   192,596.063   MT  0.99990531   -0 07 59.2
 FR0847;SPC AZ C     - 1,653,242.40    631,876.85   iFT  0.99990531   -0 07 59.2
 FR0847;UTM  12      - 3,933,938.537   396,149.710   MT  0.99973290   -0 39 57.8
 FR0847
 FR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0847!SPC AZ C     -   0.99969401  x   0.99990531  =   0.99959935
 FR0847!UTM  12      -   0.99969401  x   0.99973290  =   0.99942700
 FR0847
 FR0847:                Primary Azimuth Mark                     Grid Az
 FR0847:SPC AZ C     -  T25N R2E SECS 23 24 25 26                165 17 25.7
 FR0847:UTM  12      -  T25N R2E SECS 23 24 25 26                165 49 24.3
 FR0847
 FR0847|---------------------------------------------------------------------|
 FR0847| PID    Reference Object                     Distance      Geod. Az  |
 FR0847|                                                           dddmmss.s |
 FR0847| CH2219 T25N R2E SECS 23 24 25 26                          1650926.5 |
 FR0847| CH2221 ASOP RM 2                             4.856 METERS 25510     |
 FR0847| CH2220 ASOP RM 1                             6.471 METERS 31222     |
 FR0847|---------------------------------------------------------------------|
 FR0847
 FR0847                          SUPERSEDED SURVEY CONTROL
 FR0847
 FR0847  NAD 83(1986)-  35 32 37.15150(N)    112 08 44.40456(W) AD(       ) 2
 FR0847  NAD 27      -  35 32 37.14700(N)    112 08 41.81500(W) AD(       ) 2
 FR0847  NGVD 29 (05/08/89) 1972.6    (m)         6472.     (f) VERT ANG       
 FR0847
 FR0847.Superseded values are not recommended for survey control.
 FR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0847.See file dsdata.txt to determine how the superseded data were derived.
 FR0847
 FR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9615033939(NAD 83)
 FR0847_MARKER: DS = TRIANGULATION STATION DISK
 FR0847_SETTING: 66 = SET IN ROCK OUTCROP
 FR0847_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FR0847
 FR0847  HISTORY     - Date     Condition        Report By
 FR0847  HISTORY     - 1958     MONUMENTED       CGS
 FR0847  HISTORY     - 1967     GOOD             CGS
 FR0847  HISTORY     - 1968     GOOD             AMS
 FR0847  HISTORY     - 1975     GOOD             NGS
 FR0847
 FR0847                          STATION DESCRIPTION
 FR0847
 FR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0847'THE STATION MARK, A STANDARD TOPOGRAPHIC DISK, WAS FOUND TO
 FR0847'BE LOOSE AND DAMAGED, AND A TRIANGULATION DISK WAS CEMENTED IN
 FR0847'THE SAME SPOT.  A DETAILED DESCRIPTION IS AS FOLLOWS--
 FR0847'
 FR0847'TO REACH THE STATION FROM GRAND CANYON JUNCTION WHICH IS 2 MILES
 FR0847'EAST OF WILLIAMS, GO NORTH ON ARIZONA STATE HIGHWAY 64 TOWARDS
 FR0847'THE GRAND CANYON FOR 17.0 MILES TO A DIRT ROAD AND STOCK PENS
 FR0847'ON THE RIGHT, TURN RIGHT ACROSS A STOCK GUARD AND GO 0.2
 FR0847'MILE TO A GATE AT SEVERAL RANCH BUILDINGS.  GO THROUGH THE
 FR0847'GATE LEADING TO THE RANCH HOUSE OF MR. CUBA RAMONASA, OWNER
 FR0847'OF THE PROPERTY, WHO HAS ASKED THAT HE BE CONTACTED AT EACH
 FR0847'ENTRY, AND HE WILL GIVE ACCESS THROUGH THE LOCKED GATES.
 FR0847'FROM HERE GO THROUGH THE GATE ON THE EAST SIDE OF THE
 FR0847'OUTBUILDINGS, AND THROUGH A SECOND GATE 300 FEET TO THE
 FR0847'NORTHEASTWARD, TURN LEFT FOLLOWING A TRACK ROAD FOR 0.1
 FR0847'MILE TO A BOARD GATE AT THE SOUTHEAST CORNER OF A STOCK
 FR0847'PEN.  GO THROUGH BOTH GATES OF THE STOCK PEN, TURN LEFT, GO
 FR0847'250 FEET NORTHWARD TO A TRACK ROAD, TURN RIGHT AND
 FR0847'FOLLOW THE TRACK ROAD EASTWARD FOR 0.4 MILE TO A GATE IN
 FR0847'A FENCE LINE, GO THROUGH THE GATE AND CONTINUE NORTHEASTERLY
 FR0847'ON THE TRACK ROAD FOR 0.3 MILE TO A DIM CROSSROAD, KEEP
 FR0847'STRAIGHT AHEAD FOR 1.3 MILES TO A WIRE GATE IN A
 FR0847'NORTH-SOUTH FENCE.  TURN LEFT AND FOLLOW THE TRACK ROAD
 FR0847'NORTHWARD ALONG THE WEST SIDE OF THE FENCE FOR 0.4 MILE
 FR0847'TO THE SECTION CORNER MARKER USED AS AN AZIMUTH MARK.
 FR0847'CONTINUE NORTHWARD FOR 0.4 MILE AND GO LEFT ON DIM
 FR0847'TRACKS, PASSING TO THE WEST OF AN EARTH DAM AND WATER HOLE,
 FR0847'FOR 0.2 MILE TO A TRACK ROAD THAT CROSSES A LONG LOW
 FR0847'EARTHEN DYKE THAT GUIDES THE WATER RUNOFF INTO THE RESERVOIR.
 FR0847'CONTINUE NORTHWESTERLY ALONG THE TRACK ROAD FOR 0.2 MILE, TURN
 FR0847'RIGHT AND GO UPGRADE FOR 0.4 MILE TO THE TOP OF THE HILL AND
 FR0847'THE STATION.
 FR0847'
 FR0847'THE STATION MARK IS A STANDARD DISK STAMPED ASOP 1955 1958,
 FR0847'SET IN A DRILL HOLE IN BEDROCK.
 FR0847'
 FR0847'R.M. 1 IS A STANDARD DISK STAMPED ASOP NO 1 1955 1958, SET
 FR0847'IN A DRILL HOLE IN BEDROCK AT ABOUT THE SAME ELEVATION AS THE
 FR0847'STATION MARK.
 FR0847'
 FR0847'R.M. 2 IS A STANDARD DISK STAMPED ASOP NO 2 1955 1958, SET
 FR0847'IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 3 FEET LOWER THAN
 FR0847'THE STATION MARK.
 FR0847'
 FR0847'THE AZIMUTH MARK IS A LAND OFFICE SECTION CORNER MARKER, A BRONZE
 FR0847'CAP RIVETED TO THE TOP OF A 2 INCH PIPE THAT PROJECTS 16
 FR0847'INCHES AND IS 40 INCHES EAST OF A FENCE.  IT IS STAMPED T
 FR0847'25 NR 2 E S23 S24 S25 S26 1916.
 FR0847
 FR0847                          STATION RECOVERY (1967)
 FR0847
 FR0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FR0847'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 FR0847'GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION OF
 FR0847'HIGHWAYS 180 AND 64 (28 MILES SOUTH OF GRAND CANYON VILLAGE)
 FR0847'GO SOUTH ON HIGHWAY 64 FOR 8.7 MILES. TURN LEFT (WEST) HERE
 FR0847'AT A GRADED ROAD AND GO THROUGH A GATE MARKED 214.  CONTINUE
 FR0847'WEST ON THE MAIN TRAVELED GRADED ROAD FOR 1.5 MILES.  HERE
 FR0847'DOUBLE BACK ON A TRACK ROAD HEADING EAST-NORTH-EAST KEEPING TO
 FR0847'THE NORTH SIDE OF A SMALL GULLY AND HEAD FOR THE HIGHEST
 FR0847'POINT OF THE RIDGE AND THE STATION (ABOUT 0.8 MILES).  A
 FR0847'FOUR WHEELED DRIVE VEHICLE IS NEEDED.  THERE IS A BORROW PIT
 FR0847'ON THE NORTHERN SIDE OF THE RIDGE WHICH WILL EASILY
 FR0847'IDENTIFY THE STATION HILL.  THE STATION MUST BE APPROACHED
 FR0847'FROM THE SOUTH SIDE OF THE RIDGE.
 FR0847
 FR0847                          STATION RECOVERY (1968)
 FR0847
 FR0847'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 FR0847'THE STATION, R.M.S, AND AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 FR0847
 FR0847                          STATION RECOVERY (1975)
 FR0847
 FR0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 FR0847'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FR0847'GOOD CONDITION.  DISTANCE TO THE TWO REFERENCE MARKS CHECKED
 FR0847'WITHIN 0.002 METERS, DIFFERENCE IN ANGLE TO RM 2 IS 7 MIN 58 SEC
 FR0847'AND RM 1 IS 54 SEC.
 FR0847'
 FR0847'A NEW TO REACH DESCRIPTION FOLLOWS--
 FR0847'
 FR0847'TO REACH FROM THE JUNCTION OF U.S. HWY. 66 AND STATE HIGHWAY 64, 2
 FR0847'MILES EAST OF WILLIAMS, GO NORTH ON HWY. 64 TO MILE POST 204.7, TURN
 FR0847'RIGHT AND GO THROUGH GATE AND FOLLOW TRACK ROAD FOR 1.6 MILES TO
 FR0847'A DRAINAGE AT THE SOUTHEAST END OF A RIDGE, FOLLOW DIM TRACK ON
 FR0847'EAST SIDE OF DRAINAGE TO STATION ON HIGHEST POINT OF RIDGE.
 FR0847'
 FR0847'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5786 ***********************************************************************
 DH5786  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5786  DESIGNATION -  ASPAAS
 DH5786  PID         -  DH5786
 DH5786  STATE/COUNTY-  AZ/YAVAPAI
 DH5786  USGS QUAD   -  CORNVILLE (1968)
 DH5786
 DH5786                         *CURRENT SURVEY CONTROL
 DH5786  ___________________________________________________________________
 DH5786* NAD 83(1992)-  34 43 05.53969(N)    111 54 37.99526(W)     ADJUSTED  
 DH5786* NAVD 88     -      1049.93   (meters)    3444.6    (feet)  GPS OBS   
 DH5786  ___________________________________________________________________
 DH5786  X           -  -1,958,760.997 (meters)                     COMP
 DH5786  Y           -  -4,869,978.661 (meters)                     COMP
 DH5786  Z           -   3,612,798.231 (meters)                     COMP
 DH5786  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DH5786  ELLIP HEIGHT-        1024.36  (meters)          (05/31/05) GPS OBS
 DH5786  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DH5786
 DH5786  HORZ ORDER  -  B
 DH5786  ELLP ORDER  -  FOURTH    CLASS II
 DH5786
 DH5786.The horizontal coordinates were established by GPS observations
 DH5786.and adjusted by the National Geodetic Survey in May 2005..
 DH5786
 DH5786.The orthometric height was determined by GPS observations and a
 DH5786.high-resolution geoid model using precise GPS observation and
 DH5786.processing techniques.
 DH5786
 DH5786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5786
 DH5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5786
 DH5786.The ellipsoidal height was determined by GPS observations
 DH5786.and is referenced to NAD 83.
 DH5786
 DH5786.The geoid height was determined by GEOID03.
 DH5786
 DH5786;                    North         East     Units Scale Factor Converg.
 DH5786;SPC AZ C     -   412,315.639   213,919.843   MT  0.99990000   +0 00 12.5
 DH5786;SPC AZ C     - 1,352,741.60    701,836.76   iFT  0.99990000   +0 00 12.5
 DH5786;UTM  12      - 3,842,171.189   416,625.329   MT  0.99968568   -0 31 07.1
 DH5786
 DH5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5786!SPC AZ C     -   0.99983923  x   0.99990000  =   0.99973925
 DH5786!UTM  12      -   0.99983923  x   0.99968568  =   0.99952496
 DH5786
 DH5786                          SUPERSEDED SURVEY CONTROL
 DH5786
 DH5786.No superseded survey control is available for this station.
 DH5786
 DH5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1662542171(NAD 83)
 DH5786_MARKER: DD = SURVEY DISK
 DH5786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH5786+WITH SETTING: INFORMATION.
 DH5786_STAMPING: LS 7146 AMC OC S12
 DH5786_MARK LOGO: NONE  
 DH5786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5786+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH5786
 DH5786  HISTORY     - Date     Condition        Report By
 DH5786  HISTORY     - 20031231 MONUMENTED       SHEPH
 DH5786
 DH5786                          STATION DESCRIPTION
 DH5786
 DH5786'DESCRIBED BY SHEPHARD-WESNITZER INC 2003
 DH5786'LOGO IS   AMC MONUMENT IS  1.5 INCH ALUMINUM CAP STAMPING IS  'LS 7146
 DH5786'OC S12'
 DH5786' 
 DH5786'DESCRIBED BY VERDE VALLEY SURVEYING, DEC 2003 (BC) THE STATION IS
 DH5786'LOCATED IN CORNVILLE, AZ SW 1/4, SE 1/4, SECTION 3, T15N R4E.
 DH5786' 
 DH5786'TO REACH FROM THE INTERSECTION OF I-17 AND HIGHWAY 30 (CORNVILLE RD.)
 DH5786'GO APPROXIMATELY 9 MILES NORTH TO ASPAAS ROAD SOUTH.  TAKE ASPAAS ROAD
 DH5786'SOUTH APPROXIMATELY 530 FT TO A POWER LINE.  TAKE TRACK ROAD TO EAST
 DH5786'BEARING NORTH TO TOP OF KNOLL.  THE STATION OVERLOOKS CORNVILLE ROAD.
 DH5786' 
 DH5786'THE STATION IS APPROXIMATELY 180 FT SOUTH OF CORNVILLE ROAD, 130 FT
 DH5786'EAST OF ASPAAS ROAD, ATOP A KNOLL IN THE NW QUADRANT OF THE KNOLL.
 DH5786'THE STATION IS A 1.5 INCH ALUMINUM CAP STAMPED LS 7146 AMC OC S12.  IT
 DH5786'IS APPROXIMATELY 78 FT WEST OF A 1/2 INCH REBAR WITH A YELLOW CAP
 DH5786'STAMPED TN CP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1143 ***********************************************************************
 CG1143  DESIGNATION -  ASPASS
 CG1143  PID         -  CG1143
 CG1143  STATE/COUNTY-  AZ/PIMA
 CG1143  USGS QUAD   -  COWLIC (1984)
 CG1143
 CG1143                         *CURRENT SURVEY CONTROL
 CG1143  ___________________________________________________________________
 CG1143* NAD 83(1992)-  31 49 33.10332(N)    111 53 18.75562(W)     ADJUSTED  
 CG1143* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 CG1143  ___________________________________________________________________
 CG1143  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CG1143  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CG1143
 CG1143  HORZ ORDER  -  SECOND
 CG1143
 CG1143.The horizontal coordinates were established by classical geodetic methods
 CG1143.and adjusted by the National Geodetic Survey in August 1993..
 CG1143
 CG1143.The orthometric height was scaled from a topographic map.
 CG1143
 CG1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1143
 CG1143.The geoid height was determined by GEOID03.
 CG1143
 CG1143;                    North         East     Units Scale Factor Converg.
 CG1143;SPC AZ C     -    91,559.960   216,022.216   MT  0.99990009   +0 00 53.4
 CG1143;SPC AZ C     -   300,393.57    708,734.30   iFT  0.99990009   +0 00 53.4
 CG1143;UTM  12      - 3,521,477.928   415,912.601   MT  0.99968720   -0 28 06.9
 CG1143
 CG1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1143!SPC AZ C     -   0.99985119  x   0.99990009  =   0.99975129
 CG1143!UTM  12      -   0.99985119  x   0.99968720  =   0.99953843
 CG1143
 CG1143:                Primary Azimuth Mark                     Grid Az
 CG1143:SPC AZ C     -  ASPASS AZ MK                             024 58 21.4
 CG1143:UTM  12      -  ASPASS AZ MK                             025 27 21.7
 CG1143
 CG1143|---------------------------------------------------------------------|
 CG1143| PID    Reference Object                     Distance      Geod. Az  |
 CG1143|                                                           dddmmss.s |
 CG1143| CH4249 ASPASS AZ MK                                       0245914.8 |
 CG1143| CH4250 ASPASS RM 1                           8.940 METERS 11126     |
 CG1143| CH4251 ASPASS RM 2                           4.469 METERS 20332     |
 CG1143|---------------------------------------------------------------------|
 CG1143
 CG1143                          SUPERSEDED SURVEY CONTROL
 CG1143
 CG1143  NAD 83(1986)-  31 49 33.09585(N)    111 53 18.75503(W) AD(       ) 2
 CG1143  NAD 27      -  31 49 32.80900(N)    111 53 16.31600(W) AD(       ) 2
 CG1143
 CG1143.Superseded values are not recommended for survey control.
 CG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1143.See file dsdata.txt to determine how the superseded data were derived.
 CG1143
 CG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1591321478(NAD 83)
 CG1143_MARKER: DS = TRIANGULATION STATION DISK
 CG1143_SETTING: 66 = SET IN ROCK OUTCROP
 CG1143
 CG1143  HISTORY     - Date     Condition        Report By
 CG1143  HISTORY     - 1936     MONUMENTED       CGS
 CG1143
 CG1143                          STATION DESCRIPTION
 CG1143
 CG1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1143'ON THE PAPAGO INDIAN RESERVATION, 6 MILES SOUTH OF SELLS AND 3
 CG1143'MILES NORTHWEST OF TOPAWA INDIAN VILLAGE, ON THE SOUTHWESTERLY
 CG1143'AND HIGHEST PEAK OF THE ARTESIA RANGE, ON THE EASTERLY AND HIGHEST
 CG1143'SUMMIT OF THE DOUBLE PEAK, AND ON THE HIGH POINT AT THE NORTHWEST
 CG1143'END OF THE SUMMIT.  MARKED BY A STANDARD BRONZE DISK.
 CG1143'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1143'DISK, IS ALONG THE LONGITUDINAL CENTER OF THE SUMMIT,
 CG1143'8.940 METERS (29.33 FEET) FROM STATION S 68 DEG 46 MIN E.
 CG1143'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1143'DISK, IS SOUTHWEST OF THE STATION AT THE SOUTHWEST
 CG1143'EDGE OF THE SUMMIT, AND IS 4.469 METERS (14.66 FEET) FROM
 CG1143'STATION S 23 DEG 32 MIN W. THE AZIMUTH MARK, A
 CG1143'STANDARD BRONZE DISK, IS ON THE FIRST KNOLL TO
 CG1143'THE NORTH, SET IN BEDROCK ON THE SOUTHEAST SLOPE OF THE
 CG1143'75-FOOT HIGH KNOLL, ABOUT 125 FEET SOUTHEAST OF THE HIGHEST POINT
 CG1143'AND 6 FEET LOWER, AND IN APPROXIMATELY 0.3 MILE FROM STATION
 CG1143'N 24 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0887 ***********************************************************************
 ES0887  DESIGNATION -  ASPEN
 ES0887  PID         -  ES0887
 ES0887  STATE/COUNTY-  AZ/COCONINO
 ES0887  USGS QUAD   -  O W POINT (1990)
 ES0887
 ES0887                         *CURRENT SURVEY CONTROL
 ES0887  ___________________________________________________________________
 ES0887* NAD 83(1992)-  34 18 04.62361(N)    110 51 30.39065(W)     ADJUSTED  
 ES0887* NAVD 88     -      2314.1    (meters)    7592.     (feet)  VERTCON   
 ES0887  ___________________________________________________________________
 ES0887  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 ES0887  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES0887
 ES0887  HORZ ORDER  -  SECOND
 ES0887
 ES0887.The horizontal coordinates were established by classical geodetic methods
 ES0887.and adjusted by the National Geodetic Survey in August 1993..
 ES0887
 ES0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0887
 ES0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0887
 ES0887.The geoid height was determined by GEOID03.
 ES0887
 ES0887;                    North         East     Units Scale Factor Converg.
 ES0887;SPC AZ C     -   366,577.480   310,769.663   MT  1.00001692   +0 35 47.1
 ES0887;SPC AZ C     - 1,202,682.02  1,019,585.51   iFT  1.00001692   +0 35 47.1
 ES0887;SPC AZ E     -   366,287.146   149,682.812   MT  0.99994996   -0 23 23.5
 ES0887;SPC AZ E     - 1,201,729.48    491,085.34   iFT  0.99994996   -0 23 23.5
 ES0887;UTM  12      - 3,795,571.676   513,026.260   MT  0.99960209   +0 04 47.2
 ES0887
 ES0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0887!SPC AZ C     -   0.99964064  x   1.00001692  =   0.99965756
 ES0887!SPC AZ E     -   0.99964064  x   0.99994996  =   0.99959062
 ES0887!UTM  12      -   0.99964064  x   0.99960209  =   0.99924287
 ES0887
 ES0887:                Primary Azimuth Mark                     Grid Az
 ES0887:SPC AZ C     -  MOSQUITO                                 227 34 43.7
 ES0887:SPC AZ E     -  MOSQUITO                                 228 33 54.3
 ES0887:UTM  12      -  MOSQUITO                                 228 05 43.6
 ES0887
 ES0887|---------------------------------------------------------------------|
 ES0887| PID    Reference Object                     Distance      Geod. Az  |
 ES0887|                                                           dddmmss.s |
 ES0887| ES0925 MOSQUITO                            412.569 METERS 2281030.8 |
 ES0887|---------------------------------------------------------------------|
 ES0887
 ES0887                          SUPERSEDED SURVEY CONTROL
 ES0887
 ES0887  NAD 83(1986)-  34 18 04.61838(N)    110 51 30.39496(W) AD(       ) 2
 ES0887  NGVD 29 (08/03/87) 2313.1    (m)         7589.     (f) VERT ANG       
 ES0887
 ES0887.Superseded values are not recommended for survey control.
 ES0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0887.See file dsdata.txt to determine how the superseded data were derived.
 ES0887
 ES0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1302695572(NAD 83)
 ES0887_MARKER: DS = TRIANGULATION STATION DISK
 ES0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0887+STABILITY: SURFACE MOTION
 ES0887
 ES0887  HISTORY     - Date     Condition        Report By
 ES0887  HISTORY     - 1984     MONUMENTED       AZDT
 ES0887  HISTORY     - 19971010 GOOD             USPSQD
 ES0887  HISTORY     - 20050903 GOOD             USPSQD
 ES0887
 ES0887                          STATION DESCRIPTION
 ES0887
 ES0887'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0887'THE STATION IS LOCATED 17-1/2 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0887'SIDE OF STATE ROUTE 260.
 ES0887'
 ES0887'THE STATION MARK IS AN AZDT DISK STAMPED---ASPEN 1984---.  IT IS SET
 ES0887'IN TOP OF A 10 INCH CONCRETE MONUMENT 60 FEET SOUTHEAST OF THE CENTER
 ES0887'LINE OF STATE ROUTE 260 AND 6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0887'
 ES0887'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0887'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0887'YOUNG ROAD ON THE LEFT, CONTINUE SOUTHWEST ALONG THE HIGHWAY FOR 0.1
 ES0887'MILE TO MILE POST 284.2 AND THE STATION ON THE LEFT.
 ES0887
 ES0887                          STATION RECOVERY (1997)
 ES0887
 ES0887'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0887'RECOVERED IN GOOD CONDITION.
 ES0887
 ES0887                          STATION RECOVERY (2005)
 ES0887
 ES0887'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0732 ***********************************************************************
 FQ0732  DESIGNATION -  ASYLUM
 FQ0732  PID         -  FQ0732
 FQ0732  STATE/COUNTY-  AZ/NAVAJO
 FQ0732  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0732
 FQ0732                         *CURRENT SURVEY CONTROL
 FQ0732  ___________________________________________________________________
 FQ0732* NAD 83(1992)-  35 08 15.83593(N)    110 13 55.83801(W)     ADJUSTED  
 FQ0732* NAVD 88     -      1832.2    (meters)    6011.     (feet)  VERTCON   
 FQ0732  ___________________________________________________________________
 FQ0732  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FQ0732  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0732
 FQ0732  HORZ ORDER  -  FIRST
 FQ0732
 FQ0732.The horizontal coordinates were established by classical geodetic methods
 FQ0732.and adjusted by the National Geodetic Survey in August 1993..
 FQ0732
 FQ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0732
 FQ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0732
 FQ0732.The geoid height was determined by GEOID03.
 FQ0732
 FQ0732;                    North         East     Units Scale Factor Converg.
 FQ0732;SPC AZ E     -   458,854.916   207,390.296   MT  0.99990044   -0 02 15.7
 FQ0732;SPC AZ E     - 1,505,429.51    680,414.36   iFT  0.99990044   -0 02 15.7
 FQ0732;UTM  12      - 3,888,586.977   569,948.205   MT  0.99966030   +0 26 31.0
 FQ0732
 FQ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0732!SPC AZ E     -   0.99971620  x   0.99990044  =   0.99961666
 FQ0732!UTM  12      -   0.99971620  x   0.99966030  =   0.99937659
 FQ0732
 FQ0732:                Primary Azimuth Mark                     Grid Az
 FQ0732:SPC AZ E     -  5223.20 HLS                              028 09 14.3
 FQ0732:UTM  12      -  5223.20 HLS                              027 40 27.6
 FQ0732
 FQ0732|---------------------------------------------------------------------|
 FQ0732| PID    Reference Object                     Distance      Geod. Az  |
 FQ0732|                                                           dddmmss.s |
 FQ0732| CD3157 5223.20 HLS                                        0280658.6 |
 FQ0732| CD3950 ASYLUM AZ MK                                       1182130.2 |
 FQ0732| CD3951 ASYLUM RM 1                           3.813 METERS 12135     |
 FQ0732| CD3952 ASYLUM RM 1 RESET                     3.811 METERS 13748     |
 FQ0732| FQ0728 LOS ANGELES ALBUQ AWY BCN 49        APPROX.16.0 KM 1392332.1 |
 FQ0732| ES1040 LOS ANGELES ALBUQUER AWY BN 50      APPROX.25.1 KM 1400657.3 |
 FQ0732| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.35.6 KM 2495227.0 |
 FQ0732| CD3954 ASYLUM RM 3                           4.390 METERS 29245     |
 FQ0732| CD3953 ASYLUM RM 2                           4.392 METERS 29249     |
 FQ0732|---------------------------------------------------------------------|
 FQ0732
 FQ0732                          SUPERSEDED SURVEY CONTROL
 FQ0732
 FQ0732  NAD 83(1986)-  35 08 15.83052(N)    110 13 55.84161(W) AD(       ) 1
 FQ0732  NAD 27      -  35 08 15.76500(N)    110 13 53.38700(W) AD(       ) 1
 FQ0732  NGVD 29 (07/19/86) 1831.4    (m)         6009.     (f) VERT ANG       
 FQ0732
 FQ0732.Superseded values are not recommended for survey control.
 FQ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0732.See file dsdata.txt to determine how the superseded data were derived.
 FQ0732
 FQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6994888587(NAD 83)
 FQ0732_MARKER: DS = TRIANGULATION STATION DISK
 FQ0732_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0732
 FQ0732  HISTORY     - Date     Condition        Report By
 FQ0732  HISTORY     - 1936     MONUMENTED       CGS
 FQ0732  HISTORY     - 1951     GOOD             CGS
 FQ0732  HISTORY     - 1956     GOOD             CGS
 FQ0732  HISTORY     - 1966     GOOD             USGS
 FQ0732  HISTORY     - 1972     SEE DESCRIPTION  USGS
 FQ0732  HISTORY     - 1974     GOOD             NGS
 FQ0732
 FQ0732                          STATION DESCRIPTION
 FQ0732
 FQ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0732'STATION IS ABOUT 15 MILES NORTH AND 3 MILES WEST OF HOLBROOK,
 FQ0732'ABOUT 6 MILES WEST OF THE HOLBROOK-KEAMS CANYON ROAD, ABOUT
 FQ0732'3 MILES SOUTH OF THE SOUTH BOUNDARY FENCE OF THE NAVAJO INDIAN
 FQ0732'RESERVATION, ABOUT 3 MILES SOUTHWEST OF THE TURKEY TRACK RANCH
 FQ0732'BUILDING, ABOUT 1-1/2 MILES SOUTH OF COTTONWOOD WASH, AND ON
 FQ0732'THE HIGHEST POINT OF A BLACK, ROCKY, DOUBLE-TIPPED BUTTE LOCALLY
 FQ0732'CALLED ASYLUM BUTTE OR FLYING BUTTE.  THE BUTTE IS A NARROW
 FQ0732'BLACK RIDGE RISING STEEPLY FROM THE SOUTHEAST AND NORTHWEST
 FQ0732'AND WITH PRECIPITOUS SIDES ON THE NORTHEAST AND SOUTHWEST.
 FQ0732'FROM NEARLY ALL DIRECTIONS THIS BUTTE APPEARS VERY SHARP ON
 FQ0732'TOP.
 FQ0732'
 FQ0732'ALL MARKS ARE SET IN BEDROCK FLUSH WITH THE SURFACE.
 FQ0732'
 FQ0732'THE AZIMUTH MARK IS ABOUT 1.5 MILES SOUTHEAST OF THE STATION,
 FQ0732'AT THE EDGE OF THE BADLANDS, ON THE SOUTHERLY OF A GROUP OF LOW,
 FQ0732'BLACK ROCKY RIDGES, ABOUT 55 YARDS EAST OF THE WEST END OF THE
 FQ0732'RIDGE WHERE IT JOINS THE MESA, ON THE SOUTHWEST END OF A SMALL
 FQ0732'SPUR TO THE RIDGE AND ON THE HIGHEST POINT ON THE SPUR.
 FQ0732'
 FQ0732'TO REACH FROM HOLBROOK GO NORTHEAST ON U.S. HIGHWAY 66 FROM THE
 FQ0732'JUNCTION WITH U.S. HIGHWAY 260.  AT 1.6 MILES TURN LEFT (NORTH)
 FQ0732'OFF HIGHWAY ON KEAMS CANYON ROAD (BLADED), AT 9.1 MILES PASS
 FQ0732'AIR BEACON LA-A NO. 49 ON WEST SIDE OF ROAD, AT 11.9 MILES
 FQ0732'CROSS BRIDGE OVER LEROUX WASH, AT 19.1 MILES TURN LEFT AND
 FQ0732'DRIVE WEST ON PLAIN, TRACK ROAD AT POINT 0.6 MILE SOUTH OF
 FQ0732'SOUTH BOUNDARY FENCE OF NAVAJO INDIAN RESERVATION AND JUST
 FQ0732'NORTH OF A TELEPHONE POLE WITH THREE BLAZES ON SOUTH SIDAT
 FQ0732'22.0 MILES AT A POINT ON MESA ABOUT 150 YARDS BEFORE ROAD
 FQ0732'STARTS DOWN INTO BADLANDS TURN LEFT, LEAVE TRACK ROAD, AND
 FQ0732'DRIVE ACROSS COUNTRY.  FROM HERE THE STATION BUTTE IS
 FQ0732'VISIBLE TO THE WEST-SOUTHWEST, DISTANCE ABOUT 5 MILES.
 FQ0732'AT THIS POINT TWO ROUTES ARE AVAILABLE, DOWN ACROSS THE
 FQ0732'BADLANDS OR TO CONTINUE ON THE MESA AND SKIRT THE SOUTH EDGE
 FQ0732'OF THE BADLANDS.  THE SECOND ROUTE IS RECOMMENDED AND
 FQ0732'FROM MILEAGE 22.0 DRIVE SOUTH ACROSS COUNTRY ON TOP OF MESA,
 FQ0732'THENCE WESTERLY AFTER MESA BREAKS TO THE WEST.  AT 25.1 MILES
 FQ0732'TAKE DOWN WIRES AND CROSS NORTH-SOUTH FENCE AND CONTINUE
 FQ0732'WESTERLY, AT 27.2 MILES TAKE DOWN WIRES IN NORTH-SOUTH
 FQ0732'AND BEAR NORTHWESTERLY TOWARDS BUTTE.  AT 28.2 MILES AZIMUTH
 FQ0732'MARK ON RIGHT AT EDGE OF BADLANDS.  FROM HERE GO NORTHWEST
 FQ0732'AND DRIVE UP RIDGE RUNNING OUT TO NORTHEAST FROM BUTTE TO
 FQ0732'BASE OF STEEP SLOPE AT END OF TRUCK TRAVEL AT 29.7 MILES.  FROM
 FQ0732'HERE CLIMB TO TOP OF RIDGE AND CONTINUE NORTHWESTERLY TO
 FQ0732'STATION.  THE RIDGE NARROWS TO A WIDTH OF SEVERAL FEET BEFORE
 FQ0732'REACHING STATION AND AN ALTERNATE ROUTE IS TO CROSS TO THE SOUTH
 FQ0732'SIDE OF THE RIDGE AND CLIMB THE ROCK LEDGE ON THE SOUTH-SOUTHEAST
 FQ0732'SIDE OF THE TOP.  THE STATION MAY ALSO BE REACHED FROM THE
 FQ0732'NORTH-NORTHWEST SIDA 25-MINUTE PACK WITH LOAD.
 FQ0732'
 FQ0732'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET IN DRILL HOLE IN
 FQ0732'ROCK OUTCROP SURROUNDED BY A CHISELED TRIANGLE.
 FQ0732
 FQ0732                          STATION RECOVERY (1951)
 FQ0732
 FQ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0732'STATION AND REFERENCE MARK NUMBER 2 WERE FOUND IN GOOD CONDITION.
 FQ0732'REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED.  A NEW REFERENCE
 FQ0732'MARK WAS SET AND CALLED NUMBER 1.  THE AZIMUTH MARK WAS NOT
 FQ0732'FOUND BUT IS BELIEVED TO STILL BE IN PLACE.  A COMPLETE NEW
 FQ0732'DESCRIPTION FOLLOWS.
 FQ0732'
 FQ0732'STATION IS LOCATED, AIRLINE, ABOUT 19 MILES NORTH NORTHWEST
 FQ0732'OF HOLBROOK, 7 MILES WEST OF THE HOLBROOK-KEAMS CANYON ROAD,
 FQ0732'3 MILES SOUTH OF THE SOUTH BOUNDARY FENCE OF THE NAVAJO INDIAN
 FQ0732'RESERVATION, 3 MILES SOUTHWEST OF THE TURKEY RANCH BUILDING,
 FQ0732'1-1/2 MILE MILES SOUTH OF COTTONWOOD WASH, AND ON THE HIGHEST
 FQ0732'POINT OF A BLACK, ROCKY, DOUBLE TIPPED BUTTE LOCALLY KNOWN AS
 FQ0732'ASYLUM OR FLYING BUTTE.  FROM THE EAST AND WEST THIS BUTTE
 FQ0732'APPEARS VERY SHARP ON TOP.
 FQ0732'
 FQ0732'TO REACH FROM HOLBROOK, GO NORTHEAST ON U.S. HIGHWAY 66 FROM THE
 FQ0732'JUNCTION WITH U.S. HIGHWAY 260 FOR 1.6 MILES.  TURN LEFT, NORTH,
 FQ0732'ON THE KEAMS CANYON ROAD AND GO 10.1 MILES TO BRIDGE OVER
 FQ0732'LEROUX WASH.  CONTINUE NORTH AND GO 17.5 MILES TO A TRACK ROAD
 FQ0732'LEFT AT A POINT 0.6 MILE BEFORE REACHING THE SOUTH BOUNDARY
 FQ0732'FENCE OF THE NAVAJO INDIAN RESERVATION.  TURN LEFT ON TRACK ROAD
 FQ0732'AND GO WEST FOR 3.9 MILES TO A WIRE GATE.  (AT THIS POINT
 FQ0732'STATION HILL CAN BE SEEN TO THE SOUTHWEST) CONTINUE WEST AND GO
 FQ0732'1.6 MILES TO A FORK AND A RANCH HOUSE ON THE RIGHT.  TAKE
 FQ0732'THE LEFT FORK AND GO 1.6 MILES TO A FORK.  TAKE THE LEFT FORK,
 FQ0732'SHARP LEFT, AND GO 2.8 MILES, AROUND THE SOUTHEAST SIDE OF
 FQ0732'THE STATION HILL, TO AN EARTHEN RESERVOIR.  FROM HERE A
 FQ0732'FOUR WHEEL DRIVE TRUCK CAN BE DRIVEN ABOUT 0.5 MILE TO THE
 FQ0732'BASE OF THE BUTTE, AND THEN PACK NORTHERLY UP THE STEEP SLOPE
 FQ0732'TO THE HIGHEST POINT AND THE STATION.  TIME OF PACK IS
 FQ0732'APPROXIMATELY 45 MINUTES.
 FQ0732'
 FQ0732'STATION MARK, STAMPED ASYLUM 1936, IS A STANDARD DISK CEMENTED
 FQ0732'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 FQ0732'GROUN
 FQ0732'
 FQ0732'REFERENCE MARK NUMBER 1, STAMPED ASYLUM NO 1 1936 1951, IS A
 FQ0732'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FQ0732'THAT PROJECTS 10 INCHES AND IS 12 INCHES HIGHER IN ELEVATION
 FQ0732'THAT THE STATION.
 FQ0732'
 FQ0732'REFERENCE MARK NUMBER 2, STAMPED ASYLUM NO 2 1936, IS A STANDARD
 FQ0732'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FQ0732'PROJECTS 8 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN THE
 FQ0732'STATION.
 FQ0732
 FQ0732                          STATION RECOVERY (1956)
 FQ0732
 FQ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0732'THE STATION WAS NOT VISITED, BUT A STAND CAN BE SEEN LYING ON
 FQ0732'ITS SIDE ATOP THE HIGH POINT OF THE BUTTE AS DESCRIBED.  THE 1951
 FQ0732'RECOVERY NOTE BY W.R.H. IS ADEQUATE TO REACH THE BASE OF THE
 FQ0732'BUTTE.
 FQ0732
 FQ0732                          STATION RECOVERY (1966)
 FQ0732
 FQ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0732'RECOVERED AS DESCRIBED BY NGS.  RMS NOT CHECKED.  STATION REACHED
 FQ0732'BY HELICOPTER.
 FQ0732
 FQ0732                          STATION RECOVERY (1972)
 FQ0732
 FQ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0732'STATION MARK AND R.M. 2 HAVE BEEN DUG UP AND RESET.  R.M. 1
 FQ0732'IS ONLY MARK REMAINING ON THIS TOP.
 FQ0732
 FQ0732                          STATION RECOVERY (1974)
 FQ0732
 FQ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0732'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 FQ0732'IN GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN BROKEN FROM THE
 FQ0732'DRILL HOLE AND THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 FQ0732'RECOVEREREFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 FQ0732'ESTABLISHED AT THIS TIME.
 FQ0732'
 FQ0732'THE STATION MARK IS A STANDARD DISK STAMPED, ASYLUM 1936.  IT IS
 FQ0732'SET IN A DRILL HOLE NEAR THE CENTER OF THE SMALL FLAT AREA ON
 FQ0732'TOP OF THE BUTTE.  IT IS ABOUT 1-1/2 INCHES BELOW THE ROCK
 FQ0732'SURFACE.
 FQ0732'
 FQ0732'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ASYLUM NO 1 1936
 FQ0732'1951 SET IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 1
 FQ0732'FOOT.
 FQ0732'
 FQ0732'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ASYLUM NO 3 1936
 FQ0732'1974 SET IN A DRILL HOLE IN TOP OF A OUTCROP WHICH PROJECTS
 FQ0732'ABOUT 1 FOOT.  THIS IS THE SAME OUTCROP REFERENCE MARK 2 WAS
 FQ0732'SET IN.
 FQ0732'
 FQ0732'THE AZIMUTH MARK IS A USGS BENCH MARK STAMPED, 5223 20HLS 1970.
 FQ0732'IT IS 28 FEET EAST OF TRACK ROAD AND 2-1/2 FEET WEST OF A WITNESS
 FQ0732'POST AND SIGN.
 FQ0732'
 FQ0732'TO REACH THE STATION FROM HOLBROOK, GO EAST ALONG U.S. 66
 FQ0732'AND I-40 FOR 7 MILES TO ARIZONA HIGHWAY 77 (KEAMS CANYON ROAD).
 FQ0732'EXIT AND TRAVEL NORTH ALONG 77 FOR 6.2 MILES TO THE BRIDGE OVER
 FQ0732'LEROUX WASH, CONTINUE NORTH FOR ABOUT 7.0 MILES TO A HIGHLINE
 FQ0732'CROSSING ON STEEL TOWERS, CONTINUE AHEAD FOR 0.15 MILE TO A TRACK
 FQ0732'ROAD LEFT AT A STEEL GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 FQ0732'AND WEST FOR 5.0 MILES OVER MESA AND DOWN THROUGH BADLANDS TO
 FQ0732'A WIRE GATE.  PASS THROUGH GATE (THE STATION CAN BE IDENTIFIED
 FQ0732'FROM THIS POINT AS BEING SLIGHTLY LEFT OF THE TRACK ROAD AND
 FQ0732'THE NEXT BUTTE LEFT OF A SLANTING FLAT TOPPED BUTTE) FOLLOW
 FQ0732'MAIN ROAD WEST FOR 1.1 MILES TO A FORK, BEAR RIGHT (WEST)
 FQ0732'FOR 0.7 MILE TO A FORK NEAR A WINDMILL AND TREES.  TURN LEFT
 FQ0732'AND GO SOUTHWEST FOR 1.5 MILES TO A GATE WITH RAILROAD TIES
 FQ0732'USED FOR FENCEPOSTS, (THE STATION BUTTE IS ALMOST STRAIGHT
 FQ0732'AHEAD AT THIS POINT) CONTINUE AHEAD FOR 0.3 MILE TO A SIDE
 FQ0732'ROAD LEFT.  BEAR RIGHT ON MAIN ROAD FOR ABOUT 0.2 MILE TO A
 FQ0732'DEEP WASH, CROSS WASH AND CONTINUE AHEAD FOR 0.2 MILE TO
 FQ0732'THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR ABOUT 0.1
 FQ0732'MILE, BEAR LEFT ACROSS COUNTRY TO THE BASE OF BUTTE AND END OF
 FQ0732'TRUCK TRAVEL.  THIS IS ABOUT 1-1/2 HOURS PACK WITH A LOAD.  A
 FQ0732'4-WHEEL DRIVE CAN BE DRIVEN TO THE SOUTH END OF THE BUTTE
 FQ0732'AND UP SEVERAL RIDGES TO A NEARER POINT.
 FQ0732'
 FQ0732'R.M. 1 TO R.M. 3 26.255 FEET 8.003 METERS
 FQ0732'
 FQ0732'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0732'
 FQ0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES NORTH
 FQ0732'OF HOLBROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1116 ***********************************************************************
 CG1116  DESIGNATION -  ATACOSA
 CG1116  PID         -  CG1116
 CG1116  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1116  USGS QUAD   -  RUBY (1981)
 CG1116
 CG1116                         *CURRENT SURVEY CONTROL
 CG1116  ___________________________________________________________________
 CG1116* NAD 83(1992)-  31 25 17.28145(N)    111 08 48.46566(W)     ADJUSTED  
 CG1116* NAVD 88     -      1908.     (meters)    6260.     (feet)  SCALED    
 CG1116  ___________________________________________________________________
 CG1116  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CG1116  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG1116
 CG1116  HORZ ORDER  -  FIRST
 CG1116
 CG1116.The horizontal coordinates were established by classical geodetic methods
 CG1116.and adjusted by the National Geodetic Survey in August 1993..
 CG1116
 CG1116.The orthometric height was scaled from a topographic map.
 CG1116
 CG1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1116
 CG1116.The geoid height was determined by GEOID03.
 CG1116
 CG1116;                    North         East     Units Scale Factor Converg.
 CG1116;SPC AZ C     -    46,981.058   286,554.257   MT  0.99996606   +0 24 04.9
 CG1116;SPC AZ C     -   154,137.33    940,138.64   iFT  0.99996606   +0 24 04.9
 CG1116;UTM  12      - 3,476,321.918   486,047.970   MT  0.99960240   -0 04 35.5
 CG1116
 CG1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1116!SPC AZ C     -   0.99970516  x   0.99996606  =   0.99967123
 CG1116!UTM  12      -   0.99970516  x   0.99960240  =   0.99930767
 CG1116
 CG1116:                Primary Azimuth Mark                     Grid Az
 CG1116:SPC AZ C     -  NOGALES COURTHOUSE DOME                  114 55 42.5
 CG1116:UTM  12      -  NOGALES COURTHOUSE DOME                  115 24 22.9
 CG1116
 CG1116|---------------------------------------------------------------------|
 CG1116| PID    Reference Object                     Distance      Geod. Az  |
 CG1116|                                                           dddmmss.s |
 CG1116| CG1020 NOGALES COURTHOUSE DOME             APPROX.22.0 KM 1151947.4 |
 CG1116| CH4252 ATACOSA RM 1                         14.953 METERS 19521     |
 CG1116| CG1111 BOUNDARY MON 130 ECC                APPROX. 6.8 KM 1990448.4 |
 CG1116| CG1115 US ARMY MARK                          3.875 METERS 22307     |
 CG1116| CH4253 ATACOSA RM 2                          4.612 METERS 23906     |
 CG1116|---------------------------------------------------------------------|
 CG1116
 CG1116                          SUPERSEDED SURVEY CONTROL
 CG1116
 CG1116  NAD 83(1986)-  31 25 17.26949(N)    111 08 48.46297(W) AD(       ) 1
 CG1116  NAD 27      -  31 25 16.92700(N)    111 08 46.12700(W) AD(       ) 1
 CG1116
 CG1116.Superseded values are not recommended for survey control.
 CG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1116.See file dsdata.txt to determine how the superseded data were derived.
 CG1116
 CG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV8604876322(NAD 83)
 CG1116_MARKER: DS = TRIANGULATION STATION DISK
 CG1116_SETTING: 66 = SET IN ROCK OUTCROP
 CG1116
 CG1116  HISTORY     - Date     Condition        Report By
 CG1116  HISTORY     - 1935     MONUMENTED       CGS
 CG1116  HISTORY     - 1972     GOOD             AZHD
 CG1116
 CG1116                          STATION DESCRIPTION
 CG1116
 CG1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1116'ABOUT 13 MILES, AIR LINE, NORTHWEST OF NOGALES.  ABOUT 4-1/2
 CG1116'MILES, AIR LINE, NORTH OF THE MEXICAN BORDER.  ON WHAT IS LOCALLY
 CG1116'KNOWN AS ATASCOSA PEAK IN THE CORONADO NATIONAL FOREST.  STATION
 CG1116'MARK IS LOCATED ABOUT 3.8 METERS NORTHEAST OF THE NORTHEAST
 CG1116'CORNER OF THE FOREST SERVICE LOOKOUT HOUSE ON THE SAME PEAK.
 CG1116'MARKED BY A STANDARD BRONZE DISK.
 CG1116'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1116'IS 14.953 METERS (49.06 FEET) FROM STATION S 15 DEG 20 MIN W
 CG1116'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1116'IS 4,612 METERS (15.13 FEET) FROM STATION S 59 DEG
 CG1116'03 MIN W. U.S. ARMY MARK IS 3.875 METERS (12.71 FEET) FROM
 CG1116'THE STATION S 43 DEG 05 MIN W. A CAIRN IS N 00 DEG
 CG1116'34 MIN W.
 CG1116
 CG1116                          STATION RECOVERY (1972)
 CG1116
 CG1116'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1116'GENERAL LOCATION THE STATION, THE REFERENCE MARKS AND THE ARMY
 CG1116'REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 CG1116'BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0095 ***********************************************************************
 EU0095  DESIGNATION -  ATHOS
 EU0095  PID         -  EU0095
 EU0095  STATE/COUNTY-  AZ/MOHAVE
 EU0095  USGS QUAD   -  YUCCA NW (1970)
 EU0095
 EU0095                         *CURRENT SURVEY CONTROL
 EU0095  ___________________________________________________________________
 EU0095* NAD 83(1992)-  34 59 08.72767(N)    114 07 58.77129(W)     ADJUSTED  
 EU0095* NAVD 88     -       695.01   (+/-2cm)    2280.2    (feet)  VERTCON   
 EU0095  ___________________________________________________________________
 EU0095  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 EU0095  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0095
 EU0095  HORZ ORDER  -  FIRST
 EU0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0095
 EU0095.The horizontal coordinates were established by classical geodetic methods
 EU0095.and adjusted by the National Geodetic Survey in August 1993..
 EU0095
 EU0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0095.The vertical order pertains to the NGVD 29 superseded value.
 EU0095
 EU0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0095
 EU0095.The geoid height was determined by GEOID03.
 EU0095
 EU0095;                    North         East     Units Scale Factor Converg.
 EU0095;SPC AZ W     -   442,076.069   178,393.543   MT  0.99994840   -0 13 10.6
 EU0095;SPC AZ W     - 1,450,380.80    585,280.65   iFT  0.99994840   -0 13 10.6
 EU0095;UTM  11      - 3,875,219.730   761,702.251   MT  1.00044418   +1 38 41.3
 EU0095
 EU0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0095!SPC AZ W     -   0.99989553  x   0.99994840  =   0.99984393
 EU0095!UTM  11      -   0.99989553  x   1.00044418  =   1.00033966
 EU0095
 EU0095:                Primary Azimuth Mark                     Grid Az
 EU0095:SPC AZ W     -  ATHOS AZ MK                              011 08 41.4
 EU0095:UTM  11      -  ATHOS AZ MK                              009 16 49.5
 EU0095
 EU0095|---------------------------------------------------------------------|
 EU0095| PID    Reference Object                     Distance      Geod. Az  |
 EU0095|                                                           dddmmss.s |
 EU0095| CC5071 ATHOS AZ MK                                        0105530.8 |
 EU0095| EU0096 ATHOS RM 1                            9.175 METERS 03616     |
 EU0095| EU0094 ATHOS RM 2                            6.052 METERS 14401     |
 EU0095|---------------------------------------------------------------------|
 EU0095
 EU0095                          SUPERSEDED SURVEY CONTROL
 EU0095
 EU0095  NAD 83(1986)-  34 59 08.72855(N)    114 07 58.77158(W) AD(       ) 1
 EU0095  NAD 27      -  34 59 08.69500(N)    114 07 55.92700(W) AD(       ) 1
 EU0095  NGVD 29 (??/??/??)  694.270  (m)         2277.78   (f) ADJUSTED    2 0
 EU0095
 EU0095.Superseded values are not recommended for survey control.
 EU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0095.See file dsdata.txt to determine how the superseded data were derived.
 EU0095
 EU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6170275220(NAD 83)
 EU0095_MARKER: DS = TRIANGULATION STATION DISK
 EU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0095_STAMPING: ATHOS 1948
 EU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0095+STABILITY: SURFACE MOTION
 EU0095
 EU0095  HISTORY     - Date     Condition        Report By
 EU0095  HISTORY     - 1948     MONUMENTED       CGS
 EU0095  HISTORY     - 1955     GOOD             CGS
 EU0095  HISTORY     - 1956     GOOD             CGS
 EU0095  HISTORY     - 1961     GOOD             AMS
 EU0095  HISTORY     - 1961     GOOD             CGS
 EU0095  HISTORY     - 1961     GOOD             NGS
 EU0095  HISTORY     - 1971     GOOD             AZHD
 EU0095
 EU0095                          STATION DESCRIPTION
 EU0095
 EU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0095'THE STATION IS ON THE WEST SIDE OF THE RIGHT-OF-WAY OF THE ATCHISON,
 EU0095'TOPEKA AND SANTA FE RAILROAD, AND JUST EAST OF THE YUCCA-KINGMAN
 EU0095'ROAD, ABOUT 1/10 MILE SOUTH BY WEST OF RAILROAD BRIDGE NO. A-533.
 EU0095'IT IS 16 MILES, AIRLINE, SOUTH-SOUTHWEST OF KINGMAN, 5-1/2 MILES
 EU0095'SOUTH OF GRIFFITH, AND 2 MILES NORTH OF ATHOS.
 EU0095'
 EU0095'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND, IS
 EU0095'STAMPED ATHOS 1948.  IT IS 15-1/2 FEET WEST OF THE RIGHT-OF-WAY
 EU0095'FENCE, 112 FEET WEST OF THE WEST RAIL, AND ABOUT 120 FEET EAST OF
 EU0095'THE YUCCA-KINGMAN ROAD.
 EU0095'
 EU0095'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST, PROJECTING 2 INCHES ABOVE THE GROUND,
 EU0095'IS STAMPED ATHOS NO 1 1948.  IT IS 1-1/2 FEET WEST OF THE
 EU0095'RIGHT-OF-WAY FENCE AND IS APPROXIMATELY THE SAME ELEVATION AS THE
 EU0095'STATION MARK.
 EU0095'
 EU0095'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, IS
 EU0095'STAMPED ATHOS NO 2 1948.  IT IS 1 FOOT WEST OF THE RIGHT-OF-WAY
 EU0095'FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 EU0095'
 EU0095'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 EU0095'WEST SIDE OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO. A 532, IS
 EU0095'STAMPED ATHOS 1948.
 EU0095'
 EU0095'BENCH MARK, IS A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 EU0095'ELEV. 2279.106 FEET, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST
 EU0095'ABUTMENT OF A RAILROAD BRIDGE.
 EU0095'
 EU0095'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN KINGMAN
 EU0095'GO SOUTH AND WEST ON U.S. HIGHWAY 66 FOR 4.8 MILES TO A DIRT ROAD
 EU0095'LEFT (KINGMAN-YUCCA ROAD).  TURN LEFT THROUGH A CATTLE GUARD AND GO
 EU0095'SOUTHERLY TOWARD YUCCA 10.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EU0095'CONTINUE 0.7 MILE TO THE STATION ON THE LEFT.  A DRIVE STATION.
 EU0095
 EU0095                          STATION RECOVERY (1955)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0095'RECOVERED - THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH
 EU0095'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 EU0095'AND CORRECT.
 EU0095
 EU0095                          STATION RECOVERY (1956)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0095'ALL MARKS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOR
 EU0095'REACHING THE STATION SITE FOLLOWS.  TO REACH FROM YUCCA, GO NORTH
 EU0095'ON U.S. 66 6.8 MILES TO A DIRT ROAD RIGHT, TURN RIGHT ON DIRT ROAD
 EU0095'0.3 MILE TO THE RAILROAD, TURN RIGHT ALONG WEST SIDE OF RAILROAD
 EU0095'0.75 MILES TO THE STATION ON THE LEFT.
 EU0095'
 EU0095'THE REMAINDER OF THE 1948 DESCRIPTION IS GOOD.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0095'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0095'STATION WAS RECOVERED AS DESCRIBED IN 1948 DESCRIPTION AND ALL
 EU0095'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND
 EU0095'IN THE DIRECTION TO ALL MARKS.  A SECOND AND THIRD SET OF
 EU0095'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  A DESCRIPTION OF
 EU0095'B.M. NO. S IS DESCRIBED BELOW.  DUE TO ROAD CHANGES A COMPLETE
 EU0095'NEW TO REACH FOLLOWS--
 EU0095'
 EU0095'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 EU0095'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 EU0095'14.35 MILES TO MILE POST 35, CONTINUE SOUTH ON U.S. HIGHWAY 66
 EU0095'FOR 0.15 MILE TO A CONCRETE BRIDGE, CONTINUE SOUTH ON U.S. HIGHWAY
 EU0095'66 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST
 EU0095'ON BLADED ROAD FOR 0.4 MILE TO T ROAD, TURN RIGHT AND GO SOUTH ON
 EU0095'WEST SIDE OF RAILROAD TRACKS FOR 0.15 MILE TO THE AZIMUTH MARK ON
 EU0095'LEFT IN RAILROAD BRIDGE, CONTINUE SOUTHERLY ON BLADED ROAD
 EU0095'FOR 0.75 MILE, TURN LEFT AND GO EAST-NORTHEAST FOR 70 YARDS
 EU0095'TO FENCE AND STATION.
 EU0095'
 EU0095'BENCH MARK, IS A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 EU0095'ELEV. 2279.106 FEET, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST
 EU0095'ABUTMENT OF A RAILROAD BRIDGE.
 EU0095'
 EU0095'THE ONLY CHANGE AT STATION IS STATION MARK IS NOW 206 FEET EAST
 EU0095'OF CENTER OF ROAD.
 EU0095'
 EU0095'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0095'17.2 MI S FROM KINGMAN.
 EU0095'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0095'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0095'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0095'ROAD, 113 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0095'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 188 FEET EAST OF THE
 EU0095'CENTER OF THE BLADED ROAD, 15.5 FEET WEST OF THE FENCE AND SET
 EU0095'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0095
 EU0095                          STATION RECOVERY (1971)
 EU0095
 EU0095'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 EU0095'GENERAL LOCATION-INT, 40, BETWEEN THE COLORADO RIVER AND
 EU0095'KINGMAN.  TO REACH FROM MILEPOST 33, INT. 40, NORTHERLY, FOR 0.5
 EU0095'MILES--PACK EASTERLY ABOUT 1/2 MILE TO THE SANTA FE RAILROAD TRACKS
 EU0095'AND TO THE STATION.
 EU0095'
 EU0095'TO REACH-THE STATION IS A STANDARD USC AND GS TRIANGULATION
 EU0095'BRACE CAP, SET IN A 14 IN, SQUARE BLOCK, UP 0.31, STAMPED,
 EU0095'ATHOS 1948, LOCATED 15 FT WEST OF THE WEST R/W FENCE LINE OF THE
 EU0095'SANTA FE RAILROAD.  R.M. NO 1 IS A STANDARD USC AND GS REFERENCE
 EU0095'MARK BRASS CAP SET IN A 14 IN SQUARE CONCRETE POST NE.
 EU0095'
 EU0095'STATION MARK-0.05 FT, STAMPED, ATHOS NO 1 1948 AND LOCATED 8 FT
 EU0095'WEST OF THE WEST RAILROAD R/W FENCE LINE.  R.M. NO. 2 IS A
 EU0095'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 14 IN SQUARE
 EU0095'CONCRETE POST, UP 0.15 FT, STAMPED ATHOS NO 2.
 EU0095'
 EU0095'REFERENCE MARKS-1948, AND 1.5 FT WEST OF THE WEST RAILROAD S/W
 EU0095'FENCE LINE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0096 ***********************************************************************
 EU0096  DESIGNATION -  ATHOS RM 1
 EU0096  PID         -  EU0096
 EU0096  STATE/COUNTY-  AZ/MOHAVE
 EU0096  USGS QUAD   -  YUCCA NW (1970)
 EU0096
 EU0096                         *CURRENT SURVEY CONTROL
 EU0096  ___________________________________________________________________
 EU0096* NAD 83(1986)-  34 59 08.     (N)    114 07 58.     (W)     SCALED    
 EU0096* NAVD 88     -       695.02   (+/-2cm)    2280.2    (feet)  VERTCON   
 EU0096  ___________________________________________________________________
 EU0096  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0096
 EU0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0096
 EU0096.The horizontal coordinates were scaled from a topographic map and have
 EU0096.an estimated accuracy of +/- 6 seconds.
 EU0096
 EU0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0096.The vertical order pertains to the NGVD 29 superseded value.
 EU0096
 EU0096.The geoid height was determined by GEOID03.
 EU0096
 EU0096;                    North         East    Units  Estimated Accuracy
 EU0096;SPC AZ W     -   442,050.      178,410.      MT  (+/- 180 meters Scaled)
 EU0096
 EU0096                          SUPERSEDED SURVEY CONTROL
 EU0096
 EU0096  NGVD 29 (??/??/??)  694.274  (m)         2277.80   (f) ADJUSTED    2 0
 EU0096
 EU0096.Superseded values are not recommended for survey control.
 EU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0096.See file dsdata.txt to determine how the superseded data were derived.
 EU0096
 EU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617751(NAD 83)
 EU0096_MARKER: DR = REFERENCE MARK DISK
 EU0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0096_STAMPING: ATHOS NO 1 1948
 EU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0096+STABILITY: SURFACE MOTION
 EU0096
 EU0096  HISTORY     - Date     Condition        Report By
 EU0096  HISTORY     - 1948     MONUMENTED       CGS
 EU0096  HISTORY     - 1961     GOOD             NGS
 EU0096
 EU0096                          STATION DESCRIPTION
 EU0096
 EU0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0096'17.2 MI S FROM KINGMAN.
 EU0096'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0096'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0096'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0096'ROAD, 99.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0096'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2 FEET WEST OF THE FENCE,
 EU0096'206 FEET EAST OF THE CENTER OF THE BLADED ROAD, 30.1 FEET
 EU0096'NORTH-NORTHEAST OF TRIANGULATION STATION ATHOS AND SET IN THE TOP
 EU0096'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0094 ***********************************************************************
 EU0094  DESIGNATION -  ATHOS RM 2
 EU0094  PID         -  EU0094
 EU0094  STATE/COUNTY-  AZ/MOHAVE
 EU0094  USGS QUAD   -  YUCCA NW (1970)
 EU0094
 EU0094                         *CURRENT SURVEY CONTROL
 EU0094  ___________________________________________________________________
 EU0094* NAD 83(1986)-  34 59 06.     (N)    114 07 57.     (W)     SCALED    
 EU0094* NAVD 88     -       694.95   (+/-2cm)    2280.0    (feet)  VERTCON   
 EU0094  ___________________________________________________________________
 EU0094  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0094
 EU0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0094
 EU0094.The horizontal coordinates were scaled from a topographic map and have
 EU0094.an estimated accuracy of +/- 6 seconds.
 EU0094
 EU0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0094.The vertical order pertains to the NGVD 29 superseded value.
 EU0094
 EU0094.The geoid height was determined by GEOID03.
 EU0094
 EU0094;                    North         East    Units  Estimated Accuracy
 EU0094;SPC AZ W     -   441,990.      178,440.      MT  (+/- 180 meters Scaled)
 EU0094
 EU0094                          SUPERSEDED SURVEY CONTROL
 EU0094
 EU0094  NGVD 29 (??/??/??)  694.204  (m)         2277.57   (f) ADJUSTED    2 0
 EU0094
 EU0094.Superseded values are not recommended for survey control.
 EU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0094.See file dsdata.txt to determine how the superseded data were derived.
 EU0094
 EU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617751(NAD 83)
 EU0094_MARKER: DR = REFERENCE MARK DISK
 EU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0094_STAMPING: ATHOS NO 2 1948
 EU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0094+STABILITY: SURFACE MOTION
 EU0094
 EU0094  HISTORY     - Date     Condition        Report By
 EU0094  HISTORY     - 1948     MONUMENTED       CGS
 EU0094  HISTORY     - 1961     GOOD             NGS
 EU0094
 EU0094                          STATION DESCRIPTION
 EU0094
 EU0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0094'17.2 MI S FROM KINGMAN.
 EU0094'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0094'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0094'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0094'ROAD, 99.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0094'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 206 FEET EAST OF THE
 EU0094'CENTER OF THE BLADED ROAD, 2 FEET WEST OF THE FENCE, 189 FEET
 EU0094'SOUTH-SOUTHEAST OF TRIANGULATION STATION ATHOS AND SET IN THE
 EU0094'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0357 ***********************************************************************
 GQ0357  DESIGNATION -  ATKINS
 GQ0357  PID         -  GQ0357
 GQ0357  STATE/COUNTY-  AZ/MOHAVE
 GQ0357  USGS QUAD   -  RUSSELL SPRING (1979)
 GQ0357
 GQ0357                         *CURRENT SURVEY CONTROL
 GQ0357  ___________________________________________________________________
 GQ0357* NAD 83(1992)-  36 34 15.84098(N)    113 22 25.87791(W)     ADJUSTED  
 GQ0357* NAVD 88     -      1935.9    (meters)    6351.     (feet)  VERTCON   
 GQ0357  ___________________________________________________________________
 GQ0357  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GQ0357  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 GQ0357
 GQ0357  HORZ ORDER  -  SECOND
 GQ0357
 GQ0357.The horizontal coordinates were established by classical geodetic methods
 GQ0357.and adjusted by the National Geodetic Survey in August 1993..
 GQ0357
 GQ0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0357
 GQ0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0357
 GQ0357.The geoid height was determined by GEOID03.
 GQ0357
 GQ0357;                    North         East     Units Scale Factor Converg.
 GQ0357;SPC AZ W     -   617,961.041   247,026.252   MT  0.99994729   +0 13 26.8
 GQ0357;SPC AZ W     - 2,027,431.24    810,453.58   iFT  0.99994729   +0 13 26.8
 GQ0357;UTM  12      - 4,049,913.824   287,585.445   MT  1.00015592   -1 24 53.7
 GQ0357
 GQ0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0357!SPC AZ W     -   0.99969997  x   0.99994729  =   0.99964728
 GQ0357!UTM  12      -   0.99969997  x   1.00015592  =   0.99985585
 GQ0357
 GQ0357|---------------------------------------------------------------------|
 GQ0357| PID    Reference Object                     Distance      Geod. Az  |
 GQ0357|                                                           dddmmss.s |
 GQ0357| CH2222 ATKINS RM 1                                        18416     |
 GQ0357| GQ0379 POVERTY                             APPROX.21.8 KM 2110243.9 |
 GQ0357| CH2223 ATKINS RM 2                           8.498 METERS 26643     |
 GQ0357|---------------------------------------------------------------------|
 GQ0357
 GQ0357                          SUPERSEDED SURVEY CONTROL
 GQ0357
 GQ0357  NAD 83(1986)-  36 34 15.83626(N)    113 22 25.87646(W) AD(       ) 2
 GQ0357  NAD 27      -  36 34 15.90600(N)    113 22 23.06600(W) AD(       ) 2
 GQ0357  NGVD 29 (07/19/86) 1935.0    (m)         6348.     (f) VERT ANG       
 GQ0357
 GQ0357.Superseded values are not recommended for survey control.
 GQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0357.See file dsdata.txt to determine how the superseded data were derived.
 GQ0357
 GQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8758549914(NAD 83)
 GQ0357_MARKER: DS = TRIANGULATION STATION DISK
 GQ0357_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0357
 GQ0357  HISTORY     - Date     Condition        Report By
 GQ0357  HISTORY     - 1953     MONUMENTED       CGS
 GQ0357
 GQ0357                          STATION DESCRIPTION
 GQ0357
 GQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0357'THE STATION IS LOCATED ON A DARK COLORED, FLAT-TOPPED BUTTE
 GQ0357'THAT IS THE HIGHEST POINT IN THE GENERAL VICINITY AND IS
 GQ0357'VISIBLY PROMINENT FROM ALL DIRECTIONS.  IT IS ABOUT 58 MILES
 GQ0357'SOUTHWEST OF KANAB, UTAH.  38 MILES SOUTH-SOUTHEAST OF ST.
 GQ0357'GEORGE, UTAH.  AND ABOUT 12 MILES NORTH-NORTHWEST OF MT.
 GQ0357'TRUMBULL SCHOOL.
 GQ0357'
 GQ0357'THE STATION CAN BE REACHED FROM THE POST OFFICE IN ST. GEORGE
 GQ0357'(UTAH) BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER
 GQ0357'OF A CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST ON THE PAVED
 GQ0357'ROAD FOR 2.1 MILES TO A FORK ON THE SOUTH SIDE OF THE VIRGIN
 GQ0357'RIVER.  TAKE THE RIGHT FORK, SOUTHERLY, FOR 1.4 MILES TO A
 GQ0357'FORK.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED
 GQ0357'ROAD, SOUTH AND SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE
 GQ0357'THE LEFT FORK AND CONTINUE ON THE MAIN ROAD, SOUTHERLY, FOR
 GQ0357'23.5 MILES TO WOLF HOLE.  CONTINUE FOR 0.5 MILE TO A FORK.
 GQ0357'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR 2.6 MILES
 GQ0357'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0357'EAST AND SOUTH FOR 15.0 MILES TO A ROAD TO THE LEFT THAT
 GQ0357'LEADS TO THE ATKINS RANCH.  (TO REACH THE AZIMUTH MARK FROM
 GQ0357'HERE, CONTINUE ON THE MAIN ROAD FOR 0.8 MILE, THEN
 GQ0357'RIGHT FOR 0.15 MILE TO THE MARK ON THE LEFT.) TAKE THE
 GQ0357'ROAD TOWARD THE ATKINS RANCH FOR 0.5 MILE TO A REVERSE FORK
 GQ0357'ABOUT 200 YARDS NORTH OF AN OLD SCHOOL HOUSE.  CONTINUE
 GQ0357'FOR 0.25 MILE TO A DIM ROAD TO THE LEFT.  TURN LEFT AND
 GQ0357'FOLLOW THE TRACK ROAD FOR 0.6 MILE TO A GATE.  PASS
 GQ0357'THROUGH THE GATE AND CONTINUE 0.2 MILE TO THE END OF THE
 GQ0357'ROAD.  FROM THIS POINT A FOUR-WHEEL DRIVE VEHICLE CAN BE
 GQ0357'DRIVEN TO THE BENCH NEAR THE SOUTHEAST POINT OF THE BUTTE
 GQ0357'BY GOING NORTHEAST UP THE RIDGE INTO A SADDLE, THEN NORTH
 GQ0357'AND NORTHWEST TO THE BENCH, A DISTANCE OF ABOUT 0.5 MILE.
 GQ0357'PACK NORTHWEST TO THE HIGHEST POINT AND THE STATION.  THIS IS
 GQ0357'A 30 MINUTE PACK FROM THE BENCH.
 GQ0357'
 GQ0357'THE STATION MARK, STAMPED ATKINS 1953, IS A STANDARD DISK THAT
 GQ0357'IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES FROM THE
 GQ0357'SURFACE ABOUT 10 INCHES.
 GQ0357'
 GQ0357'REFERENCE MARK 1, STAMPED ATKINS NO 1 1953, IS A STANDARD
 GQ0357'DISK THAT IS SET IN BEDROCK THAT PROTRUDES ABOUT 8 INCHES.
 GQ0357'IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 GQ0357'
 GQ0357'REFERENCE MARK 2, STAMPED ATKINS NO 2 1953, IS A STANDARD
 GQ0357'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES
 GQ0357'ABOUT 1 FOOT FROM THE SURFACE.  IT IS ABOUT 2 FEET LOWER
 GQ0357'IN ELEVATION THAN THE STATION.
 GQ0357'
 GQ0357'1/4 CORNER S5, S8 IS A STANDARD U.S. GENERAL LAND OFFICE
 GQ0357'(U.S. BUREAU OF LAND MANAGEMENT) DISK THAT IS RIVETED TO
 GQ0357'THE TOP OF AN INCH PIPE AND REINFORCED WITH A CONCRETE POST.
 GQ0357'THE MARK IS STAMPED 1/4 S5 S8 1924.  IT IS 17 FEET WEST OF
 GQ0357'THE MIDDLE OF THE ROAD, 4 FEET NORTH OF A WITNESS POST, AND
 GQ0357'1 FOOT EAST OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0941 ***********************************************************************
 FR0941  DESIGNATION -  ATT TOWER 20 MI SW SELIGMAN
 FR0941  PID         -  FR0941
 FR0941  STATE/COUNTY-  AZ/YAVAPAI
 FR0941  USGS QUAD   -  SQUAW PEAK (1980)
 FR0941
 FR0941                         *CURRENT SURVEY CONTROL
 FR0941  ___________________________________________________________________
 FR0941* NAD 83(1992)-  35 12 55.62910(N)    113 06 07.06687(W)     ADJUSTED  
 FR0941* NAVD 88     -                                                        
 FR0941  ___________________________________________________________________
 FR0941  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FR0941  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FR0941
 FR0941  HORZ ORDER  -  THIRD
 FR0941
 FR0941.The horizontal coordinates were established by classical geodetic methods
 FR0941.and adjusted by the National Geodetic Survey in August 1993..
 FR0941
 FR0941
 FR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0941
 FR0941.The geoid height was determined by GEOID03.
 FR0941
 FR0941;                    North         East     Units Scale Factor Converg.
 FR0941;SPC AZ C     -   468,118.389   105,449.043   MT  1.00004347   -0 41 00.9
 FR0941;SPC AZ C     - 1,535,821.49    345,961.43   iFT  1.00004347   -0 41 00.9
 FR0941;UTM  12      - 3,898,960.574   308,682.019   MT  1.00005111   -1 12 44.9
 FR0941
 FR0941                          SUPERSEDED SURVEY CONTROL
 FR0941
 FR0941  NAD 83(1986)-  35 12 55.62696(N)    113 06 07.06853(W) AD(       ) 4
 FR0941  NAD 27      -  35 12 55.60900(N)    113 06 04.37900(W) AD(       ) 3
 FR0941
 FR0941.Superseded values are not recommended for survey control.
 FR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0941.See file dsdata.txt to determine how the superseded data were derived.
 FR0941
 FR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0868298961(NAD 83)
 FR0941_MARKER: 55 = TOWER
 FR0941
 FR0941  HISTORY     - Date     Condition        Report By
 FR0941  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0941
 FR0941                          STATION DESCRIPTION
 FR0941
 FR0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0941'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF SELIGMAN AND
 FR0941'ABOUT 4.5 MILES SOUTH OF SELIGMAN-KINGMAN GRADED ROAD.
 FR0941'
 FR0941'TO REACH FROM THE SELIGMAN POST OFFICE, GO SOUTH 0.05 MILE
 FR0941'TO U.S. HIGHWAY 66, TURN RIGHT ON U.S. HIGHWAY 66 AND GO
 FR0941'WESTERLY FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 FR0941'FOLLOW MAIN GRADED ROAD WESTERLY FOR 10.8 MILES TO FORK AND
 FR0941'SIGN DOBSON LIVESTOCK CO. FORK ROCK RANCH, KEEP LEFT AND GO
 FR0941'SOUTHWESTERLY THEN SOUTH ON GRADED ROAD FOR 6 MILES TO A
 FR0941'SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.3 MILES,
 FR0941'THENCE NORTHERLY FOLLOWING BLADED ROAD UP HILL FOR 1.8 MILES
 FR0941'TO TOP OF HILL TO A.T. AND T. CO. BUILDING AND RELAY TOWER.
 FR0941'
 FR0941'STATION IS A STEEL TOWER, IS SUPPORTED BY 4 LEGS, HAS 4
 FR0941'REFLECTORS ON TOP AND IS APPROXIMATELY 50 FEET HIGH.
 FR0941'
 FR0941'POINT INTERSECTED WAS CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0371 ***********************************************************************
 GQ0371  DESIGNATION -  AUBREY
 GQ0371  PID         -  GQ0371
 GQ0371  STATE/COUNTY-  AZ/COCONINO
 GQ0371  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0371
 GQ0371                         *CURRENT SURVEY CONTROL
 GQ0371  ___________________________________________________________________
 GQ0371* NAD 83(1992)-  36 00 18.17796(N)    113 06 35.20404(W)     ADJUSTED  
 GQ0371* NAVD 88     -      2142.     (meters)    7028.     (feet)  SCALED    
 GQ0371  ___________________________________________________________________
 GQ0371  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GQ0371  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 GQ0371
 GQ0371  HORZ ORDER  -  FIRST
 GQ0371
 GQ0371.The horizontal coordinates were established by classical geodetic methods
 GQ0371.and adjusted by the National Geodetic Survey in August 1993..
 GQ0371
 GQ0371.The orthometric height was scaled from a topographic map.
 GQ0371
 GQ0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0371
 GQ0371.The geoid height was determined by GEOID03.
 GQ0371
 GQ0371;                    North         East     Units Scale Factor Converg.
 GQ0371;SPC AZ C     -   555,731.512   105,799.793   MT  1.00004251   -0 42 05.2
 GQ0371;SPC AZ C     - 1,823,266.12    347,112.18   iFT  1.00004251   -0 42 05.2
 GQ0371;SPC AZ W     -   555,281.188   271,077.542   MT  0.99997437   +0 22 34.9
 GQ0371;SPC AZ W     - 1,821,788.67    889,362.01   iFT  0.99997437   +0 22 34.9
 GQ0371;UTM  12      - 3,986,567.089   309,849.377   MT  1.00004554   -1 14 26.2
 GQ0371
 GQ0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0371!SPC AZ C     -   0.99966772  x   1.00004251  =   0.99971021
 GQ0371!SPC AZ W     -   0.99966772  x   0.99997437  =   0.99964210
 GQ0371!UTM  12      -   0.99966772  x   1.00004554  =   0.99971324
 GQ0371
 GQ0371:                Primary Azimuth Mark                     Grid Az
 GQ0371:SPC AZ C     -  TENDERFOOT                               052 55 55.8
 GQ0371:SPC AZ W     -  TENDERFOOT                               051 51 15.7
 GQ0371:UTM  12      -  TENDERFOOT                               053 28 16.8
 GQ0371
 GQ0371|---------------------------------------------------------------------|
 GQ0371| PID    Reference Object                     Distance      Geod. Az  |
 GQ0371|                                                           dddmmss.s |
 GQ0371| GQ0307 TENDERFOOT                          APPROX.32.7 KM 0521350.6 |
 GQ0371| CH2224 AUBREY RM 1                           4.168 METERS 10029     |
 GQ0371| GQ0370 AUBREY AZ MK 2                      APPROX. 1.4 KM 2622910.7 |
 GQ0371| GQ0369 AUBREY AZ MK 1                      APPROX. 1.2 KM 2833845.1 |
 GQ0371| CH2225 AUBREY RM 2                           5.740 METERS 33412     |
 GQ0371|---------------------------------------------------------------------|
 GQ0371
 GQ0371                          SUPERSEDED SURVEY CONTROL
 GQ0371
 GQ0371  NAD 83(1986)-  36 00 18.17026(N)    113 06 35.20294(W) AD(       ) 1
 GQ0371  NAD 27      -  36 00 18.22500(N)    113 06 32.46500(W) AD(       ) 1
 GQ0371
 GQ0371.Superseded values are not recommended for survey control.
 GQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0371.See file dsdata.txt to determine how the superseded data were derived.
 GQ0371
 GQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0984986567(NAD 83)
 GQ0371_MARKER: DS = TRIANGULATION STATION DISK
 GQ0371_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0371
 GQ0371  HISTORY     - Date     Condition        Report By
 GQ0371  HISTORY     - 1935     MONUMENTED       CGS
 GQ0371  HISTORY     - 1936     GOOD             CGS
 GQ0371
 GQ0371                          STATION DESCRIPTION
 GQ0371
 GQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 GQ0371'ON THE NORTHERN ONE OF TWO PEAKS OF NEARLY THE SAME ELEVATION,
 GQ0371'NEAR THE NORTHERN END OF THE AUBREY CLIFFS ON THE EAST SIDE
 GQ0371'OF PROSPECT VALLEY, AND THREE MILES SOUTH OF THE POINT WHERE
 GQ0371'THE VALLEY NARROWS DOWN BETWEEN VERTICAL CLIFFS.  ABOUT 7
 GQ0371'MILES SOUTHEAST OF THE COLORADO RIVER AT THE NEAREST POINT,
 GQ0371'AND 1-1/2 MILES NORTHEAST OF THE MOST NORTHERN TANK AND CORRAL
 GQ0371'IN PROSPECT VALLEY.  THE MOST WESTERN SPUR LEADING FROM
 GQ0371'THE TOP OF THE CLIFFS TO THE VALLEY LEADS OFF OF THE SOUTHERN
 GQ0371'OF THE TWO PEAKS.  OBSERVATIONS TAKEN FROM 18-FOOT TOWER.
 GQ0371'SURFACE AND TWO REFERENCE MARKS SET INTO A DRILL HOLE IN ROCK OUTCROP.
 GQ0371'
 GQ0371'REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S. HIGHWAY
 GQ0371'66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0371'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0371'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0371'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0371'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0371'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0371'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0371'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0371'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0371'MILES TO END OF TRUCK TRAVEL WEST OF STATION.  FROM END OF
 GQ0371'TRUCK TRAVEL ASCEND THE MOST WESTERN SPUR OF THE CLIFFS
 GQ0371'TO THE SUMMIT, THENCE NORTH ALONG THE RIM OF THE CLIFFS
 GQ0371'1/4 MILE TO THE STATION.  A PACK OF 1-1/2 HOURS.
 GQ0371
 GQ0371                          STATION RECOVERY (1936)
 GQ0371
 GQ0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0371'STATION FOUND AS DESCRIBED IN GOOD CONDITION, ORIGINAL DESCRIPTION
 GQ0371'ADEQUATE.  TWO AZIMUTH MARKS WERE ESTABLISHED AT THIS STATION,
 GQ0371'STAMPED NO. 1 AND NO. 2, 1934-1936.  BOTH ARE STANDARD DISKS
 GQ0371'CEMENTED IN DRILL HOLES IN BURIED BOULDERS.  NO. 2 IS AT THE
 GQ0371'END OF TRUCK TRAVEL AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 GQ0371'END OF TRUCK TRAVEL IS IN A SMALL FLAT SAGE MEADOW.  NO. 2
 GQ0371'IS IN THE CENTER OF THIS VALLEY IN A SMALL GRASSY SPOT WITHOUT
 GQ0371'MUCH SAGE.  NO. 1 IS DIRECTLY NORTH 0.3 MILE.  TRUCK CAN
 GQ0371'BE DRIVEN TO NO. 1 BY DODGING THROUGH THE SAGE.  THE DISTANCE
 GQ0371'BETWEEN THE AZIMUTH MARKS WAS MEASURED.  DISTANCE--488.525
 GQ0371'METERS.  BOTH AZIMUTH MARKS WERE OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0369 ***********************************************************************
 GQ0369  DESIGNATION -  AUBREY AZ MK 1
 GQ0369  PID         -  GQ0369
 GQ0369  STATE/COUNTY-  AZ/COCONINO
 GQ0369  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0369
 GQ0369                         *CURRENT SURVEY CONTROL
 GQ0369  ___________________________________________________________________
 GQ0369* NAD 83(1992)-  36 00 27.55895(N)    113 07 22.77516(W)     ADJUSTED  
 GQ0369* NAVD 88     -      1734.     (meters)    5689.     (feet)  SCALED    
 GQ0369  ___________________________________________________________________
 GQ0369  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 GQ0369  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 GQ0369
 GQ0369  HORZ ORDER  -  THIRD
 GQ0369
 GQ0369.The horizontal coordinates were established by classical geodetic methods
 GQ0369.and adjusted by the National Geodetic Survey in August 1993..
 GQ0369
 GQ0369.The orthometric height was scaled from a topographic map.
 GQ0369
 GQ0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0369
 GQ0369.The geoid height was determined by GEOID03.
 GQ0369
 GQ0369;                    North         East     Units Scale Factor Converg.
 GQ0369;SPC AZ C     -   556,035.310   104,612.045   MT  1.00004567   -0 42 33.3
 GQ0369;SPC AZ C     - 1,824,262.83    343,215.37   iFT  1.00004567   -0 42 33.3
 GQ0369;SPC AZ W     -   555,562.569   269,884.373   MT  0.99997269   +0 22 07.0
 GQ0369;SPC AZ W     - 1,822,711.84    885,447.42   iFT  0.99997269   +0 22 07.0
 GQ0369;UTM  12      - 3,986,882.053   308,664.536   MT  1.00005111   -1 14 54.5
 GQ0369
 GQ0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0369!SPC AZ C     -   0.99973172  x   1.00004567  =   0.99977738
 GQ0369!SPC AZ W     -   0.99973172  x   0.99997269  =   0.99970442
 GQ0369!UTM  12      -   0.99973172  x   1.00005111  =   0.99978282
 GQ0369
 GQ0369:                Primary Azimuth Mark                     Grid Az
 GQ0369:SPC AZ C     -  AUBREY                                   104 20 50.4
 GQ0369:SPC AZ W     -  AUBREY                                   103 16 10.1
 GQ0369:UTM  12      -  AUBREY                                   104 53 11.6
 GQ0369
 GQ0369|---------------------------------------------------------------------|
 GQ0369| PID    Reference Object                     Distance      Geod. Az  |
 GQ0369|                                                           dddmmss.s |
 GQ0369| GQ0371 AUBREY                              APPROX. 1.2 KM 1033817.1 |
 GQ0369| GQ0370 AUBREY AZ MK 2                      488.527 METERS 1973237.8 |
 GQ0369|---------------------------------------------------------------------|
 GQ0369
 GQ0369                          SUPERSEDED SURVEY CONTROL
 GQ0369
 GQ0369  NAD 83(1986)-  36 00 27.55137(N)    113 07 22.77395(W) AD(       ) 3
 GQ0369  NAD 27      -  36 00 27.60600(N)    113 07 20.03500(W) AD(       ) 3
 GQ0369
 GQ0369.Superseded values are not recommended for survey control.
 GQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0369.See file dsdata.txt to determine how the superseded data were derived.
 GQ0369
 GQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0866586882(NAD 83)
 GQ0369_MARKER: DS = TRIANGULATION STATION DISK
 GQ0369_SETTING: 80 = SET IN A BOULDER
 GQ0369_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0369+STABILITY: SURFACE MOTION
 GQ0369
 GQ0369  HISTORY     - Date     Condition        Report By
 GQ0369  HISTORY     - 1936     MONUMENTED       CGS
 GQ0369  HISTORY     - 1955     GOOD             CGS
 GQ0369
 GQ0369                          STATION DESCRIPTION
 GQ0369
 GQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0369'THIS STATION IS AN AZIMUTH MARK FOR STATION AUBREY (1935).
 GQ0369'IT IS IN A VALLEY COVERED WITH SAGE BRUSH, ABOUT 1 MILE WEST
 GQ0369'OF STATION AUBREY, AND ABOUT 200 YARDS NORTH OF A RIDGE THAT
 GQ0369'BOUNDS THE VALLEY TO THE NORTH.
 GQ0369'
 GQ0369'STANDARD DISK
 GQ0369'CEMENTED IN DRILL HOLE IN BURIED BOULDER.
 GQ0369'
 GQ0369'STATION AUBREY REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S.
 GQ0369'HIGHWAY 66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0369'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0369'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0369'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0369'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0369'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0369'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0369'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0369'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0369'MILES TO END OF TRUCK TRAVEL WEST OF STATION.  FROM END OF
 GQ0369'TRUCK TRAVEL ASCEND THE MOST WESTERN SPUR OF THE CLIFFS
 GQ0369'TO THE SUMMIT, THENCE NORTH ALONG THE RIM OF THE CLIFFS
 GQ0369'1/4 MILE TO STATION AUBREY.  A PACK OF 1-1/2 HOURS.
 GQ0369'TRUCK CAN BE DRIVEN TO AUBREY AZ MK NO. 1 BY DODGING THROUGH THE SAGE.
 GQ0369'
 GQ0369'A 4-FOOT STAND USED OVER THIS MARK CLEARED BOTH LINES.
 GQ0369'
 GQ0369'THE MARK IS STAMPED AUBERY AZIMUTH MARK NO. 1, 1934, 1936.
 GQ0369
 GQ0369                          STATION RECOVERY (1955)
 GQ0369
 GQ0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0369'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DIRECTIONS
 GQ0369'TO REACH THE STATION HAVE BECOME OBSOLETE.
 GQ0369'
 GQ0369'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS, GO E ON U.S.
 GQ0369'HIGHWAY 66 FOR 6.8 MI. TO HAVASAU CANYON ROAD.  TURN LEFT
 GQ0369'ON HAVASAU CANYON ROAD AND GO N FOR 22.55 MI. TO A FORK JUST
 GQ0369'N OF A WHITE BRICK SCHOOLHOUSE.  TURN LEFT AND PROCEED ON
 GQ0369'THE MAIN-TRAVELED ROAD FOR 1.05 MI. TO A BARN AND WINDMILL ON
 GQ0369'THE LEFT.  CONTINUE ON THE MAIN-TRAVELED ROAD FOR 2.7 MI.
 GQ0369'TO A CABIN ON THE RIGHT, CONTINUE ON THE MAIN-TRAVELED ROAD
 GQ0369'FOR 2.7 MI. TO A FORK AND SIGN READING SALT GROUNDS 6 MILES,
 GQ0369'PROSPECT LOOKOUT MILES, TAKE THE LEFT FORK FOR 150 FT., TAKE
 GQ0369'THE RIGHT FORK AND CONTINUE FOR 2.0 MI. TO A T-ROAD ON THE
 GQ0369'RIGHT.  CONTINUE STRAIGHT ON THE MAIN-TRAVELED ROAD FOR 3.1
 GQ0369'MI. TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 0.15
 GQ0369'MI.  TO A GATE AND A FORK.  TAKE THE RIGHT FORK
 GQ0369'(MAIN-TRAVELED ROAD) FOR 1.15 MI. TO A GATE.  THERE IS
 GQ0369'AN EARTH TANK AND CORRAL ON THE LEFT.  TURN TO THE RIGHT
 GQ0369'(AFTER PASSING THROUGH A GATE) FOR 2.35 MI. TO THE FORK.
 GQ0369'TAKE THE RIGHT FORK FOR 0.3 MI. TO AN EARTH TANK AND
 GQ0369'ROUND CORRAL ON THE LEFT.  CONTINUE FOR 1.5 MI. TO A DIM FORK,
 GQ0369'TAKE THE LEFT FORK FOR 0.2 MI.  HERE TURN OFF THE ROAD
 GQ0369'AND TRAVEL N ACROSS THE VALLEY FOR 0.2 MI TO THE
 GQ0369'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0370 ***********************************************************************
 GQ0370  DESIGNATION -  AUBREY AZ MK 2
 GQ0370  PID         -  GQ0370
 GQ0370  STATE/COUNTY-  AZ/COCONINO
 GQ0370  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0370
 GQ0370                         *CURRENT SURVEY CONTROL
 GQ0370  ___________________________________________________________________
 GQ0370* NAD 83(1992)-  36 00 12.44620(N)    113 07 28.65509(W)     ADJUSTED  
 GQ0370* NAVD 88     -      1733.     (meters)    5686.     (feet)  SCALED    
 GQ0370  ___________________________________________________________________
 GQ0370  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 GQ0370  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 GQ0370
 GQ0370  HORZ ORDER  -  THIRD
 GQ0370
 GQ0370.The horizontal coordinates were established by classical geodetic methods
 GQ0370.and adjusted by the National Geodetic Survey in August 1993..
 GQ0370
 GQ0370.The orthometric height was scaled from a topographic map.
 GQ0370
 GQ0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0370
 GQ0370.The geoid height was determined by GEOID03.
 GQ0370
 GQ0370;                    North         East     Units Scale Factor Converg.
 GQ0370;SPC AZ C     -   555,571.344   104,459.024   MT  1.00004608   -0 42 36.5
 GQ0370;SPC AZ C     - 1,822,740.63    342,713.33   iFT  1.00004608   -0 42 36.5
 GQ0370;SPC AZ W     -   555,095.841   269,740.118   MT  0.99997249   +0 22 03.5
 GQ0370;SPC AZ W     - 1,821,180.58    884,974.14   iFT  0.99997249   +0 22 03.5
 GQ0370;UTM  12      - 3,986,419.544   308,507.155   MT  1.00005185   -1 14 57.5
 GQ0370
 GQ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0370!SPC AZ C     -   0.99973188  x   1.00004608  =   0.99977795
 GQ0370!SPC AZ W     -   0.99973188  x   0.99997249  =   0.99970438
 GQ0370!UTM  12      -   0.99973188  x   1.00005185  =   0.99978371
 GQ0370
 GQ0370:                Primary Azimuth Mark                     Grid Az
 GQ0370:SPC AZ C     -  AUBREY AZ MK 1                           018 15 10.8
 GQ0370:SPC AZ W     -  AUBREY AZ MK 1                           017 10 30.8
 GQ0370:UTM  12      -  AUBREY AZ MK 1                           018 47 31.8
 GQ0370
 GQ0370|---------------------------------------------------------------------|
 GQ0370| PID    Reference Object                     Distance      Geod. Az  |
 GQ0370|                                                           dddmmss.s |
 GQ0370| GQ0369 AUBREY AZ MK 1                      488.527 METERS 0173234.3 |
 GQ0370| GQ0371 AUBREY                              APPROX. 1.4 KM 0822839.2 |
 GQ0370|---------------------------------------------------------------------|
 GQ0370
 GQ0370                          SUPERSEDED SURVEY CONTROL
 GQ0370
 GQ0370  NAD 83(1986)-  36 00 12.43868(N)    113 07 28.65389(W) AD(       ) 3
 GQ0370  NAD 27      -  36 00 12.49300(N)    113 07 25.91500(W) AD(       ) 3
 GQ0370
 GQ0370.Superseded values are not recommended for survey control.
 GQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0370.See file dsdata.txt to determine how the superseded data were derived.
 GQ0370
 GQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0850786420(NAD 83)
 GQ0370_MARKER: DS = TRIANGULATION STATION DISK
 GQ0370_SETTING: 80 = SET IN A BOULDER
 GQ0370_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0370+STABILITY: SURFACE MOTION
 GQ0370
 GQ0370  HISTORY     - Date     Condition        Report By
 GQ0370  HISTORY     - 1952     MONUMENTED       CGS
 GQ0370
 GQ0370                          STATION DESCRIPTION
 GQ0370
 GQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GQ0370'STANDARD DISK CEMENTED IN DRILL HOLE IN BURIED BOULDER.
 GQ0370'
 GQ0370'STATION AUBREY REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S.
 GQ0370'HIGHWAY 66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0370'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0370'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0370'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0370'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0370'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0370'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0370'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0370'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0370'MILES TO END OF TRUCK TRAVEL WEST OF STATION AUBREY.
 GQ0370'NO. 2 IS AT THE END OF TRUCK TRAVEL.
 GQ0370'END OF TRUCK TRAVEL IS IN A SMALL FLAT SAGE MEADOW.  NO. 2
 GQ0370'IS IN THE CENTER OF THIS VALLEY IN A SMALL GRASSY SPOT WITHOUT
 GQ0370'MUCH SAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0720 ***********************************************************************
 DT0720  DESIGNATION -  AUGER
 DT0720  PID         -  DT0720
 DT0720  STATE/COUNTY-  AZ/APACHE
 DT0720  USGS QUAD   -  NUTRIOSO (1991)
 DT0720
 DT0720                         *CURRENT SURVEY CONTROL
 DT0720  ___________________________________________________________________
 DT0720* NAD 83(1992)-  33 57 48.31270(N)    109 12 25.02565(W)     ADJUSTED  
 DT0720* NAVD 88     -      2340.7    (meters)    7679.     (feet)  VERTCON   
 DT0720  ___________________________________________________________________
 DT0720  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DT0720  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0720
 DT0720  HORZ ORDER  -  SECOND
 DT0720
 DT0720.The horizontal coordinates were established by classical geodetic methods
 DT0720.and adjusted by the National Geodetic Survey in August 1993..
 DT0720
 DT0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0720
 DT0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0720
 DT0720.The geoid height was determined by GEOID03.
 DT0720
 DT0720;                    North         East     Units Scale Factor Converg.
 DT0720;SPC AZ E     -   329,011.757   302,053.763   MT  0.99999694   +0 32 10.3
 DT0720;SPC AZ E     - 1,079,434.90    990,990.04   iFT  0.99999694   +0 32 10.3
 DT0720;UTM  12      - 3,759,548.553   665,665.324   MT  0.99993833   +1 00 07.0
 DT0720
 DT0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0720!SPC AZ E     -   0.99963617  x   0.99999694  =   0.99963311
 DT0720!UTM  12      -   0.99963617  x   0.99993833  =   0.99957452
 DT0720
 DT0720|---------------------------------------------------------------------|
 DT0720| PID    Reference Object                     Distance      Geod. Az  |
 DT0720|                                                           dddmmss.s |
 DT0720| CD1534 AUGER RM 1                           13.023 METERS 02341     |
 DT0720| DT0721 NUTRIOSO                            APPROX. 0.7 KM 1952558.1 |
 DT0720| CD1535 AUGER RM 2                           13.229 METERS 20408     |
 DT0720|---------------------------------------------------------------------|
 DT0720
 DT0720                          SUPERSEDED SURVEY CONTROL
 DT0720
 DT0720  NAD 83(1986)-  33 57 48.31133(N)    109 12 25.02970(W) AD(       ) 2
 DT0720  NAD 27      -  33 57 48.13298(N)    109 12 22.73629(W) AD(       ) 2
 DT0720  NGVD 29 (07/19/86) 2339.7    (m)         7676.     (f) VERT ANG       
 DT0720
 DT0720.Superseded values are not recommended for survey control.
 DT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0720.See file dsdata.txt to determine how the superseded data were derived.
 DT0720
 DT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6566559549(NAD 83)
 DT0720_MARKER: DD = SURVEY DISK
 DT0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0720+STABILITY: SURFACE MOTION
 DT0720
 DT0720  HISTORY     - Date     Condition        Report By
 DT0720  HISTORY     - 1978     MONUMENTED       AZDT
 DT0720
 DT0720                          STATION DESCRIPTION
 DT0720
 DT0720'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0720'THE STATION IS ABOUT 12.5 MILES EAST SOUTHEAST OF SPRINGERVILLE
 DT0720'AND 1 MILE NORTHEAST OF NUTRIOSO ALONG THE WEST SIDE OF
 DT0720'HWY. 180-666.
 DT0720'
 DT0720'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AUGER 1978
 DT0720'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 47 FEET WEST OF
 DT0720'HWY. CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN 2.5
 DT0720'FEET WEST.
 DT0720'
 DT0720'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED AUGER
 DT0720'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48
 DT0720'FEET WEST OF HWY. CENTERLINE AND 2 FEET EAST OF R/W FENCE.
 DT0720'
 DT0720'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AUGER
 DT0720'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48 FEET
 DT0720'WEST OF HWY. CENTERLINE AND 2 FEET EAST OF R/W FENCE.
 DT0720'
 DT0720'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 60 AND 180-666, 0.7
 DT0720'MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 15.6 MILES
 DT0720'TO MILE POST 416.22 AND THE STATION ON THE RIGHT, WEST, OF HWY.
 DT0720'
 DT0720'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1572 ***********************************************************************
 DA1572  DESIGNATION -  AUX
 DA1572  PID         -  DA1572
 DA1572  STATE/COUNTY-  AZ/MARICOPA
 DA1572  USGS QUAD   -  SMURR (1973)
 DA1572
 DA1572                         *CURRENT SURVEY CONTROL
 DA1572  ___________________________________________________________________
 DA1572* NAD 83(1992)-  32 53 01.78005(N)    112 50 16.76347(W)     ADJUSTED  
 DA1572* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 DA1572  ___________________________________________________________________
 DA1572  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DA1572  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1572
 DA1572  HORZ ORDER  -  SECOND
 DA1572
 DA1572.The horizontal coordinates were established by classical geodetic methods
 DA1572.and adjusted by the National Geodetic Survey in August 1993..
 DA1572
 DA1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1572
 DA1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1572
 DA1572.The geoid height was determined by GEOID03.
 DA1572
 DA1572;                    North         East     Units Scale Factor Converg.
 DA1572;SPC AZ C     -   209,245.266   127,153.811   MT  0.99999160   -0 30 00.9
 DA1572;SPC AZ C     -   686,500.22    417,171.30   iFT  0.99999160   -0 30 00.9
 DA1572;UTM  12      - 3,639,905.793   328,065.788   MT  0.99996451   -0 59 53.4
 DA1572
 DA1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1572!SPC AZ C     -   0.99996609  x   0.99999160  =   0.99995769
 DA1572!UTM  12      -   0.99996609  x   0.99996451  =   0.99993061
 DA1572
 DA1572:                Primary Azimuth Mark                     Grid Az
 DA1572:SPC AZ C     -  D 321                                    093 05 33.0
 DA1572:UTM  12      -  D 321                                    093 35 25.5
 DA1572
 DA1572|---------------------------------------------------------------------|
 DA1572| PID    Reference Object                     Distance      Geod. Az  |
 DA1572|                                                           dddmmss.s |
 DA1572| DA0586 D 321                                              0923532.1 |
 DA1572| CH4254 AUX RM 1                             15.583 METERS 11228     |
 DA1572| CH4255 AUX RM 2                             16.926 METERS 25451     |
 DA1572|---------------------------------------------------------------------|
 DA1572
 DA1572                          SUPERSEDED SURVEY CONTROL
 DA1572
 DA1572  NAD 83(1986)-  32 53 01.77295(N)    112 50 16.76873(W) AD(       ) 2
 DA1572  NAD 27      -  32 53 01.59560(N)    112 50 14.15590(W) AD(       ) 2
 DA1572  NGVD 29 (07/19/86)  246.7    (m)          809.     (f) VERT ANG       
 DA1572
 DA1572.Superseded values are not recommended for survey control.
 DA1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1572.See file dsdata.txt to determine how the superseded data were derived.
 DA1572
 DA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2806639906(NAD 83)
 DA1572_MARKER: DS = TRIANGULATION STATION DISK
 DA1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1572
 DA1572  HISTORY     - Date     Condition        Report By
 DA1572  HISTORY     - 1960     MONUMENTED       CGS
 DA1572
 DA1572                          STATION DESCRIPTION
 DA1572
 DA1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1572'THE STATION IS ON THE OPEN DESERT 8-1/2 MILES SOUTHWEST OF
 DA1572'GILA BEND, 3-1/2 MILES WEST OF STATE ROUTE 85, 3 MILES SOUTH
 DA1572'OF U.S. HIGHWAY 80 AND 1 MILE WEST OF THE WEST END OF THE
 DA1572'EAST-WEST RUNWAY OF AN ABANDONED AUXILIARY AIR FIELD, 125
 DA1572'FEET EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROADWAY
 DA1572'AND 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1572'
 DA1572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 DA1572'AND STATE ROUTE 85 IN THE CENTER OF GILA BEND, PROCEED SOUTH
 DA1572'ON STATE ROUTE 85 FOR 6.6 MILES TO A SIDE ROAD ON THE RIGHT
 DA1572'AND A STEEL GATE IN THE WEST RIGHT OF WAY FENCE, TURN RIGHT,
 DA1572'NORTHWEST, AND PASSING THROUGH THE GATE FOLLOW THE BLADED
 DA1572'ROAD FOR 2.85 MILES TO THE AZIMUTH MARK AT THE EAST END OF THE
 DA1572'EAST-WEST RUNWAY, 14 FEET EAST OF THE EAST EDGE OF THE MACADAM
 DA1572'SURFACE, BEAR LEFT, WEST, AND FOLLOW THE EAST-WEST RUNWAY
 DA1572'TO ITS END FOR 0.7 MILE, LEAVING THE SURFACED RUNWAY,
 DA1572'CONTINUE DUE WEST, CROSS COUNTRY, FOR 1 MILE TO THE STATION
 DA1572'SITE.
 DA1572'
 DA1572'THE STATION, WITH UNDERGROUND MARK, STAMPED AUX 1960 IS A
 DA1572'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2
 DA1572'INCHES.
 DA1572'
 DA1572'REFERENCE MARK 1, STAMPED AUX NO 1 1960, IS A STANDARD DISK
 DA1572'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DA1572'
 DA1572'REFERENCE MARK 2, STAMPED AUX NO 2 1960, IS A STANDARD DISK
 DA1572'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA1572'
 DA1572'THE AZIMUTH MARK, STAMPED D 321 1952, IS A STANDARD BENCH MARK
 DA1572'DISK SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1572'AREA.
 DA1572'
 DA1572'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2378 ***********************************************************************
 CZ2378  DESIGNATION -  AV 25
 CZ2378  PID         -  CZ2378
 CZ2378  STATE/COUNTY-  AZ/PIMA
 CZ2378  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2378
 CZ2378                         *CURRENT SURVEY CONTROL
 CZ2378  ___________________________________________________________________
 CZ2378* NAD 83(1992)-  32 09 45.11491(N)    111 13 00.18609(W)     ADJUSTED  
 CZ2378* NAVD 88     -       709.1    (meters)    2326.     (feet)  VERTCON   
 CZ2378  ___________________________________________________________________
 CZ2378  X           -  -1,956,073.091 (meters)                     COMP
 CZ2378  Y           -  -5,038,696.223 (meters)                     COMP
 CZ2378  Z           -   3,376,063.613 (meters)                     COMP
 CZ2378  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CZ2378  ELLIP HEIGHT-         679.06  (meters)          (06/11/02) GPS OBS
 CZ2378  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ2378
 CZ2378  HORZ ORDER  -  FIRST
 CZ2378  ELLP ORDER  -  FOURTH    CLASS II
 CZ2378
 CZ2378.The horizontal coordinates were established by GPS observations
 CZ2378.and adjusted by the National Geodetic Survey in August 1993..
 CZ2378
 CZ2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2378
 CZ2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2378
 CZ2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2378
 CZ2378.The ellipsoidal height was determined by GPS observations
 CZ2378.and is referenced to NAD 83.
 CZ2378
 CZ2378.The geoid height was determined by GEOID03.
 CZ2378
 CZ2378;                    North         East     Units Scale Factor Converg.
 CZ2378;SPC AZ C     -   129,102.763   279,377.490   MT  0.99995373   +0 22 21.4
 CZ2378;SPC AZ C     -   423,565.50    916,592.81   iFT  0.99995373   +0 22 21.4
 CZ2378;UTM  12      - 3,558,471.933   479,565.964   MT  0.99960515   -0 06 55.3
 CZ2378
 CZ2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2378!SPC AZ C     -   0.99989339  x   0.99995373  =   0.99984712
 CZ2378!UTM  12      -   0.99989339  x   0.99960515  =   0.99949858
 CZ2378
 CZ2378                          SUPERSEDED SURVEY CONTROL
 CZ2378
 CZ2378  ELLIP H (08/23/93)  679.14   (m)                       GP(       ) 4 2
 CZ2378  NAD 83(1986)-  32 09 45.11000(N)    111 13 00.18541(W) AD(       ) 1
 CZ2378  NGVD 29 (05/25/90)  708.4    (m)         2324.     (f) GPS OBS        
 CZ2378
 CZ2378.Superseded values are not recommended for survey control.
 CZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2378.See file dsdata.txt to determine how the superseded data were derived.
 CZ2378
 CZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7956658472(NAD 83)
 CZ2378_MARKER: DV = VERTICAL CONTROL DISK
 CZ2378_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2378+WITH SETTING: PAVEMENT
 CZ2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2378+STABILITY: SURFACE MOTION
 CZ2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2378+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2378
 CZ2378  HISTORY     - Date     Condition        Report By
 CZ2378  HISTORY     - 1987     MONUMENTED       NGS
 CZ2378  HISTORY     - 19950115 GOOD             USPSQD
 CZ2378  HISTORY     - 20011210 GOOD             NGS
 CZ2378
 CZ2378                          STATION DESCRIPTION
 CZ2378
 CZ2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2378'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 CZ2378'WEST-SOUTHWEST OF SOUTH TUCSON AND
 CZ2378'12.9 KM (8 MI) NORTH-NORTHEAST OF THREE POINTS.
 CZ2378'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2378'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2378'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2378'602-629-6223.
 CZ2378'
 CZ2378'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2378'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTHWEST
 CZ2378'OF SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86
 CZ2378'TO THE MAIN GATE TO THE RYAN AIRPORT ON THE RIGHT.
 CZ2378'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ2378'5.1 KM (3.15 MI) ON HIGHWAY 86 TO THE JUNCTION OF SANDARIO RD.
 CZ2378'TURN RIGHT AND GO NORTH FOR 5.2 KM (3.25 MI) ON SANDARIO RD TO THE
 CZ2378'JUNCTION OF SNIDER HILL ROAD.
 CZ2378'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR ABOUT 20 METERS (65 FT) ON
 CZ2378'SANDARIO RD TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE
 CZ2378'AND GO NORTHEASTERLY FOR 0.2 KM (0.1 MI) ON A DIM TRACK ROAD TO A
 CZ2378'FENCE ENCLOSED EXTENSOMETER BUILDING AND THE STATION, IN THE TOP OF
 CZ2378'AN OLD MOTOR MOUNT.
 CZ2378'
 CZ2378'THE STATION IS A STANDARD NGS DISK
 CZ2378'STAMPED---AV 25 1987---,
 CZ2378'SET INTO A DRILL HOLE IN THE TOP OF A 1.22 METERS (4 FT) BY 1.83
 CZ2378'METERS (6 FT) CONCRETE SLAB PROJECTING 60 CM ABOVE GROUND.  LOCATED
 CZ2378'5.70 METERS (18.71 FT) SOUTH FROM THE SOUTH EDGE OF AN IRRIGATION
 CZ2378'CANAL,
 CZ2378'3.33 METERS (10.92 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF
 CZ2378'THE CHAIN LINK FENCE AROUND EXTENSOMETER BUILDING,
 CZ2378'3.22 METERS (10.58 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 CZ2378'THE CHAIN LINK FENCE AROUND EXTENSOMETER BUILDING AND
 CZ2378'0.61 METERS (2.0 FT) EAST FROM THE WEST EDGE OF THE CONCRETE SLAB.
 CZ2378'
 CZ2378'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2378'
 CZ2378'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2378'
 CZ2378'DESCRIBED BY R.W. MCALLISTER.
 CZ2378
 CZ2378                          STATION RECOVERY (1995)
 CZ2378
 CZ2378'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2378'RECOVERED IN GOOD CONDITION.
 CZ2378
 CZ2378                          STATION RECOVERY (2001)
 CZ2378
 CZ2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7478 ***********************************************************************
 DG7478  SACS        -  This is a Secondary Airport Control Station.
 DG7478  DESIGNATION -  AVQB
 DG7478  PID         -  DG7478
 DG7478  STATE/COUNTY-  AZ/PIMA
 DG7478  USGS QUAD   -  MARANA (1992)
 DG7478
 DG7478                         *CURRENT SURVEY CONTROL
 DG7478  ___________________________________________________________________
 DG7478* NAD 83(1992)-  32 24 58.55820(N)    111 13 32.96665(W)     ADJUSTED  
 DG7478* NAVD 88     -       612.45   (meters)    2009.3    (feet)  GPS OBS   
 DG7478  ___________________________________________________________________
 DG7478  EPOCH DATE  -        2002.00
 DG7478  X           -  -1,951,402.072 (meters)                     COMP
 DG7478  Y           -  -5,024,297.068 (meters)                     COMP
 DG7478  Z           -   3,399,800.538 (meters)                     COMP
 DG7478  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 DG7478  ELLIP HEIGHT-         582.86  (meters)          (10/18/04) GPS OBS
 DG7478  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DG7478
 DG7478  HORZ ORDER  -  FIRST
 DG7478  ELLP ORDER  -  FOURTH    CLASS I
 DG7478
 DG7478.This mark is at San Juan Pueblo Airport  (E14)
 DG7478
 DG7478.The horizontal coordinates were established by GPS observations
 DG7478.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DG7478.The horizontal coordinates are valid at the epoch date displayed above.
 DG7478.The epoch date for horizontal control is a decimal equivalence
 DG7478.of Year/Month/Day.
 DG7478
 DG7478.The orthometric height was determined by GPS observations and a
 DG7478.high-resolution geoid model.
 DG7478
 DG7478.GPS derived orthometric heights for airport stations designated as
 DG7478.PACS or SACS are published to 2 decimal places.  This maintains
 DG7478.centimeter relative accuracy between the PACS and SACS.  It does
 DG7478.not indicate centimeter accuracy relative to other marks which are
 DG7478.part of the NAVD 88 network.
 DG7478
 DG7478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7478
 DG7478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7478
 DG7478.The ellipsoidal height was determined by GPS observations
 DG7478.and is referenced to NAD 83.
 DG7478
 DG7478.The geoid height was determined by GEOID03.
 DG7478
 DG7478;                    North         East     Units Scale Factor Converg.
 DG7478;SPC AZ C     -   157,232.354   278,337.414   MT  0.99995205   +0 22 13.3
 DG7478;SPC AZ C     -   515,854.18    913,180.49   iFT  0.99995205   +0 22 13.3
 DG7478;UTM  12      - 3,586,599.608   478,766.617   MT  0.99960556   -0 07 15.8
 DG7478
 DG7478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7478!SPC AZ C     -   0.99990849  x   0.99995205  =   0.99986055
 DG7478!UTM  12      -   0.99990849  x   0.99960556  =   0.99951409
 DG7478
 DG7478                          SUPERSEDED SURVEY CONTROL
 DG7478
 DG7478.No superseded survey control is available for this station.
 DG7478
 DG7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7876786600(NAD 83)
 DG7478_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7478_STAMPING: AVQB 2004
 DG7478_MARK LOGO: NGS   
 DG7478_PROJECTION: FLUSH
 DG7478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7478+STABILITY: SURFACE MOTION
 DG7478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7478+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 DG7478
 DG7478  HISTORY     - Date     Condition        Report By
 DG7478  HISTORY     - 20040301 MONUMENTED       MSAM
 DG7478
 DG7478                          STATION DESCRIPTION
 DG7478
 DG7478'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG7478'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 DG7478'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 DG7478'VALLEY AIRPORT, IN A MEDIAN NEAR THE NORTHWEST END OF RUNWAY 12-30.
 DG7478'AIRPORT ADDRESS 11700 WEST AVRA VALLEY ROAD, MARANA, AZ.  AIRPORT
 DG7478'MANAGER IS CHARLES MANGUM (520-682-9565).
 DG7478' 
 DG7478'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 DG7478'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 DG7478'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 DG7478'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 DG7478'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 DG7478'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 KM (0.1 MI) TO THE
 DG7478'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 DG7478'B FOR .32 KM (0.20 MI)  TO THE INTERSECTION OF MAIN TAXIWAYS A AND B.
 DG7478'TURN LEFT (NORTHWEST) ON TAXIWAY A FOR 1.12 KM (0.7 MI) TO THE STATION
 DG7478'ON THE RIGHT.
 DG7478' 
 DG7478'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG7478'73.7 M (241.79 FT)SOUTHEAST OF THE CENTER OF A CONCRETE DRAINAGE
 DG7478'STRUCTURE WITH A METAL GRATE, IT IS 68.2 M (223.75 FT) SOUTHWEST OF
 DG7478'THE SOUTHWEST EDGE OF RUNWAY 12-30, AND  33.3 M (109.25 FT) NORTHEAST
 DG7478'OF THE NORTHEAST EDGE OF TAXIWAY A. 1.05 M (3.44 FT) SOUTHEAST  AND
 DG7478'1.2 M (3.94 FT) NORTHWEST OF FIBERGLASS WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0742 ***********************************************************************
 CZ0742  DESIGNATION -  AVRA
 CZ0742  PID         -  CZ0742
 CZ0742  STATE/COUNTY-  AZ/PIMA
 CZ0742  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0742
 CZ0742                         *CURRENT SURVEY CONTROL
 CZ0742  ___________________________________________________________________
 CZ0742* NAD 83(1992)-  32 14 58.08335(N)    111 14 04.75843(W)     ADJUSTED  
 CZ0742* NAVD 88     -       684.43   (+/-2cm)    2245.5    (feet)  VERTCON   
 CZ0742  ___________________________________________________________________
 CZ0742  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CZ0742  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0742
 CZ0742  HORZ ORDER  -  SECOND
 CZ0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0742
 CZ0742.The horizontal coordinates were established by classical geodetic methods
 CZ0742.and adjusted by the National Geodetic Survey in August 1993..
 CZ0742
 CZ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0742.The vertical order pertains to the NGVD 29 superseded value.
 CZ0742
 CZ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0742
 CZ0742.The geoid height was determined by GEOID03.
 CZ0742
 CZ0742;                    North         East     Units Scale Factor Converg.
 CZ0742;SPC AZ C     -   138,731.568   277,624.544   MT  0.99995091   +0 21 50.2
 CZ0742;SPC AZ C     -   455,156.06    910,841.68   iFT  0.99995091   +0 21 50.2
 CZ0742;UTM  12      - 3,568,111.992   477,895.765   MT  0.99960603   -0 07 30.8
 CZ0742
 CZ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0742!SPC AZ C     -   0.99989722  x   0.99995091  =   0.99984813
 CZ0742!UTM  12      -   0.99989722  x   0.99960603  =   0.99950329
 CZ0742
 CZ0742|---------------------------------------------------------------------|
 CZ0742| PID    Reference Object                     Distance      Geod. Az  |
 CZ0742|                                                           dddmmss.s |
 CZ0742| CZ0743 AVRA RM 1                             9.291 METERS 02230     |
 CZ0742| CZ0744 AVRA RM 2                             9.250 METERS 10623     |
 CZ0742| CH4256 AVRA AZ MK                                         1433621.7 |
 CZ0742|---------------------------------------------------------------------|
 CZ0742
 CZ0742                          SUPERSEDED SURVEY CONTROL
 CZ0742
 CZ0742  NAD 83(1986)-  32 14 58.07909(N)    111 14 04.75679(W) AD(       ) 2
 CZ0742  NAD 27      -  32 14 57.80400(N)    111 14 02.39000(W) AD(       ) 2
 CZ0742  NGVD 29 (??/??/92)  683.786  (m)         2243.39   (f) ADJ UNCH    2 0
 CZ0742
 CZ0742.Superseded values are not recommended for survey control.
 CZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0742.See file dsdata.txt to determine how the superseded data were derived.
 CZ0742
 CZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7789668112(NAD 83)
 CZ0742_MARKER: DS = TRIANGULATION STATION DISK
 CZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0742_STAMPING: AVRA 1936
 CZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0742+STABILITY: SURFACE MOTION
 CZ0742
 CZ0742  HISTORY     - Date     Condition        Report By
 CZ0742  HISTORY     - 1936     MONUMENTED       CGS
 CZ0742  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CZ0742  HISTORY     - 1951     GOOD             NGS
 CZ0742
 CZ0742                          STATION DESCRIPTION
 CZ0742
 CZ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ0742'ABOUT 17 MILES WEST AND 2 MILES NORTH OF TUCSON, IN THE AVRA
 CZ0742'VALLEY AT THE WEST BASE OF THE TUCSON MOUNTAINS, IN THE
 CZ0742'SOUTH EDGE OF T. 13 S., R. 11 E., ON THE LOW BRUSH-COVERED
 CZ0742'FLATS.  MARKED BY STANDARD BRONZE DISKS.
 CZ0742'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ0742'DISK IS 9.291 METERS (30.48 FEET) FROM STATION IN
 CZ0742'BEAROMG S 92 DEG 20 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CZ0742'BRONZE REFERENCE DISK IS 9.250 METERS (30.35 FEET)
 CZ0742'FROM STATION  S 01 DEG 33 MIN W. THE AZIMUTH MARK, A
 CZ0742'STANDARD BRONZE DISK APPROXIMATELY 250 YARDS
 CZ0742'SOUTH-SOUTHEAST OF STATION AND ABOUT 6 FEET SOUTH OF CENTER
 CZ0742'LINE OF DIM EAST AND WEST ROAD,  S 36 DEG 24
 CZ0742'MIN 37 SEC E.
 CZ0742
 CZ0742                          STATION RECOVERY (1951)
 CZ0742
 CZ0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CZ0742'THE STATION MARK WAS FOUND DISTURBED.  THE CONCRETE POST
 CZ0742'WAS BROKEN OFF JUST ABOVE THE GROUND.  THE BROKEN PORTION
 CZ0742'WITH THE MARK WAS RESET OVER THE CONCRETE POST AND REENFORCED
 CZ0742'WITH CONCRETE AROUND THE ENTIRE POST.  THE REFERENCE AND
 CZ0742'AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ0742'
 CZ0742'ALL MARKS ARE STANDARD DISKS SET IN TOPS OF CONCRETE POSTS.
 CZ0742'A WITNESS POST (4 BY 4) WAS SET VERTICALLY 2.7 FEET N OF
 CZ0742'THE STATION MARK PROJECTING 18 INCHES ABOVE THE GROUND.
 CZ0742'
 CZ0742'STATION IS LOCATED ABOUT 17 MILES W AND 2 MILES N OF TUCSON,
 CZ0742'IN THE AVRA VALLEY AT THE W BASE OF THE TUCSON MOUNTAINS, IN
 CZ0742'THE S EDGE OF T 13 S, R 11 E, ON THE LOW BRUSH-COVERED FLAT,
 CZ0742'0.2 MILE E OF THE EL PASO NATURAL GAS LINE, 1.7 MILES E OF THE
 CZ0742'DUNN RANCH HOUSE, AND 2 MILES W OF THE MC CAIN LOOP ROAD.  IT
 CZ0742'IS AT THE Y-JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0742'SW.
 CZ0742'
 CZ0742'TO REACH FROM TUCSON, FOLLOW THE ANKLAM AND SAHUARO ROADS FROM
 CZ0742'THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4 MILES ALONG
 CZ0742'THE KINNEY ROAD (VIA MC CAIN LOOP) TO A T-JUNCTION OF A ROAD
 CZ0742'GOING TOWARD THE W TO DUNNS RANCH, THENCE 2 MILES W TO
 CZ0742'THE STATION.
 CZ0742'
 CZ0742'R.M. 1 IS 80 YARDS E OF A N-S POWER LINE, 56 YARDS S OF THE
 CZ0742'MAIN E-W DIRT ROAD, 17-1/2 FEET W OF THE CENTER LINE OF THE
 CZ0742'TRACK ROAD LEADING SW, AND 30.5 FEET E OF THE STATION.  THE
 CZ0742'MARK PROJECTS 0.4 FOOT AND THE DISK IS STAMPED AVRA NO 1 1936.
 CZ0742'
 CZ0742'R.M. 2 IS 70 YARDS E OF A N-S POWER LINE, 52 YARDS S OF THE
 CZ0742'MAIN E-W DIRT ROAD, 28 FEET N OF THE CENTER LINE OF THE
 CZ0742'TRACK ROAD LEADING SW, AND 30.4 FEET S OF THE STATION.  THE
 CZ0742'MARK PROJECTS 0.6 FOOT AND THE DISK IS STAMPED AVRA NO 2 1936.
 CZ0742'
 CZ0742'AZIMUTH MARK IS 215 YARDS SE OF THE STATION.  THE MARK PROJECTS
 CZ0742'0.4 FOOT AND THE DISK IS STAMPED AVRA AZIMUTH 1936.
 CZ0742'
 CZ0742'STATION MARK IS 38-1/2 FEET W OF THE CENTER LINE OF THE TRACK
 CZ0742'ROAD LEADING SW, 2.7 FEET S OF A 4- BY 4-INCH WITNESS POST
 CZ0742'PAINTED WHITE WITH USBM STENCILED ON ALL FOUR SIDES.
 CZ0742'
 CZ0742'DISTANCES BETWEEN MARKS WERE MEASURED TO THE TENTH OF A
 CZ0742'FOOT.  DIRECTIONS WERE NOT CHECKED.
 CZ0742
 CZ0742                          STATION RECOVERY (1951)
 CZ0742
 CZ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CZ0742'17.3 MI W FROM TUCSON.
 CZ0742'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0742'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0742'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0742'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0742'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0742'SOUTHWEST AND SOUTHEAST OF A POINT WHERE A POWER LINE CROSSES THE MAIN
 CZ0742'ROAD, 0.2 MILE EAST OF THE EL PASO NATURAL GAS LINE, 38 1/2 FEET WEST
 CZ0742'OF THE CENTER LINE OF THE TRACK ROAD, 30.5 FEET WEST OF RM NO 1, 30.4
 CZ0742'FEET NORTH OF RM NO 2, 2.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1
 CZ0742'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0742'PROJECTING 1.2 FEET ABOVE THE GROUND.  NOTE-- THE CONCRETE POST WAS
 CZ0742'BROKEN OFF JUST ABOVE THE GROUND, IT WAST PUT BACK IN PLACE AND NEW
 CZ0742'CONCRETE WAS PUT AROUND THE OLD CONCRETE POST TO HOLD IT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0743 ***********************************************************************
 CZ0743  DESIGNATION -  AVRA RM 1
 CZ0743  PID         -  CZ0743
 CZ0743  STATE/COUNTY-  AZ/PIMA
 CZ0743  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0743
 CZ0743                         *CURRENT SURVEY CONTROL
 CZ0743  ___________________________________________________________________
 CZ0743* NAD 83(1986)-  32 14 57.     (N)    111 14 04.     (W)     SCALED    
 CZ0743* NAVD 88     -       684.46   (+/-2cm)    2245.6    (feet)  VERTCON   
 CZ0743  ___________________________________________________________________
 CZ0743  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0743
 CZ0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0743
 CZ0743.The horizontal coordinates were scaled from a topographic map and have
 CZ0743.an estimated accuracy of +/- 6 seconds.
 CZ0743
 CZ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0743.The vertical order pertains to the NGVD 29 superseded value.
 CZ0743
 CZ0743.The geoid height was determined by GEOID03.
 CZ0743
 CZ0743;                    North         East    Units  Estimated Accuracy
 CZ0743;SPC AZ C     -   138,700.      277,650.      MT  (+/- 180 meters Scaled)
 CZ0743
 CZ0743                          SUPERSEDED SURVEY CONTROL
 CZ0743
 CZ0743  NGVD 29 (??/??/92)  683.813  (m)         2243.48   (f) ADJ UNCH    2 0
 CZ0743
 CZ0743.Superseded values are not recommended for survey control.
 CZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0743.See file dsdata.txt to determine how the superseded data were derived.
 CZ0743
 CZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779680(NAD 83)
 CZ0743_MARKER: DR = REFERENCE MARK DISK
 CZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0743_STAMPING: AVRA NO 1 1936
 CZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0743+STABILITY: SURFACE MOTION
 CZ0743
 CZ0743  HISTORY     - Date     Condition        Report By
 CZ0743  HISTORY     - 1936     MONUMENTED       CGS
 CZ0743  HISTORY     - 1951     GOOD             NGS
 CZ0743
 CZ0743                          STATION DESCRIPTION
 CZ0743
 CZ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0743'17.3 MI W FROM TUCSON.
 CZ0743'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0743'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0743'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0743'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0743'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0743'SOUTHWEST, 0.2 MILE EAST OF EL PASO NATURAL GAS LINE, 80 YARDS EAST OF
 CZ0743'A NORTH-SOUTH POWER LINE, 56 YARDS SOUTH OF A DIRT ROAD, 40.6 FEET
 CZ0743'NORTHEAST OF RM NO 2, 30.5 FEET EAST OF THE STATION AVRA, 17 1/2 FEET
 CZ0743'WEST OF THE CENTER LINE OF THE TRACK ROAD LEADING SOUTHWEST, AND ABOUT
 CZ0743'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0743'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0744 ***********************************************************************
 CZ0744  DESIGNATION -  AVRA RM 2
 CZ0744  PID         -  CZ0744
 CZ0744  STATE/COUNTY-  AZ/PIMA
 CZ0744  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0744
 CZ0744                         *CURRENT SURVEY CONTROL
 CZ0744  ___________________________________________________________________
 CZ0744* NAD 83(1986)-  32 14 58.     (N)    111 14 04.     (W)     SCALED    
 CZ0744* NAVD 88     -       684.26   (+/-2cm)    2244.9    (feet)  VERTCON   
 CZ0744  ___________________________________________________________________
 CZ0744  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0744
 CZ0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0744
 CZ0744.The horizontal coordinates were scaled from a topographic map and have
 CZ0744.an estimated accuracy of +/- 6 seconds.
 CZ0744
 CZ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0744.The vertical order pertains to the NGVD 29 superseded value.
 CZ0744
 CZ0744.The geoid height was determined by GEOID03.
 CZ0744
 CZ0744;                    North         East    Units  Estimated Accuracy
 CZ0744;SPC AZ C     -   138,730.      277,640.      MT  (+/- 180 meters Scaled)
 CZ0744
 CZ0744                          SUPERSEDED SURVEY CONTROL
 CZ0744
 CZ0744  NGVD 29 (??/??/92)  683.609  (m)         2242.81   (f) ADJ UNCH    2 0
 CZ0744
 CZ0744.Superseded values are not recommended for survey control.
 CZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0744.See file dsdata.txt to determine how the superseded data were derived.
 CZ0744
 CZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779681(NAD 83)
 CZ0744_MARKER: DR = REFERENCE MARK DISK
 CZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0744_STAMPING: AVRA NO 2 1936
 CZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0744+STABILITY: SURFACE MOTION
 CZ0744
 CZ0744  HISTORY     - Date     Condition        Report By
 CZ0744  HISTORY     - 1936     MONUMENTED       CGS
 CZ0744  HISTORY     - 1951     GOOD             NGS
 CZ0744
 CZ0744                          STATION DESCRIPTION
 CZ0744
 CZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0744'17.3 MI W FROM TUCSON.
 CZ0744'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0744'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0744'MILES NORTHWEST ALONG KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION OF A
 CZ0744'ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0744'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0744'SOUTHWEST, 70 YARDS EAST OF WHERE A NORTH-SOUTH POWER LINE CROSSES,
 CZ0744'0.2 MILE EAST OF THE EL PASO NATURAL GAS LINE, 52 YARDS SOUTH OF A
 CZ0744'DIRT ROAD, 40.6 FEET SOUTH WEST OF RM NO 1, 30.4 FEET SOUTH OF THE
 CZ0744'STATION AVRA, 28.9 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD
 CZ0744'LEADING SOUTHWEST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CZ0744'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2090 ***********************************************************************
 AB2090  DESIGNATION -  AWATOVI
 AB2090  PID         -  AB2090
 AB2090  STATE/COUNTY-  AZ/NAVAJO
 AB2090  USGS QUAD   -  STAR MOUNTAIN (1991)
 AB2090
 AB2090                         *CURRENT SURVEY CONTROL
 AB2090  ___________________________________________________________________
 AB2090* NAD 83(1992)-  35 43 27.44838(N)    110 16 26.45831(W)     ADJUSTED  
 AB2090* NAVD 88     -      1965.7    (meters)    6449.     (feet)  GPS OBS   
 AB2090  ___________________________________________________________________
 AB2090  X           -  -1,796,828.551 (meters)                     COMP
 AB2090  Y           -  -4,864,237.060 (meters)                     COMP
 AB2090  Z           -   3,704,534.280 (meters)                     COMP
 AB2090  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 AB2090  ELLIP HEIGHT-        1943.79  (meters)          (03/15/96) GPS OBS
 AB2090  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB2090
 AB2090  HORZ ORDER  -  FIRST
 AB2090  ELLP ORDER  -  FOURTH    CLASS I
 AB2090
 AB2090.The horizontal coordinates were established by GPS observations
 AB2090.and adjusted by the National Geodetic Survey in March 1996..
 AB2090
 AB2090.The orthometric height was determined by GPS observations and a
 AB2090.high-resolution geoid model.
 AB2090
 AB2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2090
 AB2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2090
 AB2090.The ellipsoidal height was determined by GPS observations
 AB2090.and is referenced to NAD 83.
 AB2090
 AB2090.The geoid height was determined by GEOID03.
 AB2090
 AB2090;                    North         East     Units Scale Factor Converg.
 AB2090;SPC AZ E     -   523,929.594   203,648.362   MT  0.99990116   -0 03 45.6
 AB2090;SPC AZ E     - 1,718,929.11    668,137.67   iFT  0.99990116   -0 03 45.6
 AB2090;UTM  12      - 3,953,611.912   565,658.750   MT  0.99965312   +0 25 26.1
 AB2090
 AB2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2090!SPC AZ E     -   0.99969501  x   0.99990116  =   0.99959620
 AB2090!UTM  12      -   0.99969501  x   0.99965312  =   0.99934823
 AB2090
 AB2090|---------------------------------------------------------------------|
 AB2090| PID    Reference Object                     Distance      Geod. Az  |
 AB2090|                                                           dddmmss.s |
 AB2090| AB2091 PEABODY 29                          222.467 METERS 30744     |
 AB2090|---------------------------------------------------------------------|
 AB2090
 AB2090                          SUPERSEDED SURVEY CONTROL
 AB2090
 AB2090.No superseded survey control is available for this station.
 AB2090
 AB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6565953612(NAD 83)
 AB2090_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2090_SETTING: 66 = SET IN ROCK OUTCROP
 AB2090_STAMPING: AWATOVI 1995
 AB2090_MARK LOGO: NGS   
 AB2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2090+STABILITY: POSITION/ELEVATION WELL
 AB2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2090+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2090
 AB2090  HISTORY     - Date     Condition        Report By
 AB2090  HISTORY     - 1995     MONUMENTED       NGS
 AB2090
 AB2090                          STATION DESCRIPTION
 AB2090
 AB2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 AB2090'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHEAST OF POLACCA
 AB2090'AND ABOUT 7 MI (11.3 KM) SOUTHWEST OF KEAMS CANYON ON THE SOUTH EDGE
 AB2090'OF ANTELOPE MESA ON HOPI INDIAN RESERVATION LAND.  TO REACH THE
 AB2090'STATION FROM THE TURNOFF FOR KEAMS CANYON FROM ARIZONA HIGHWAY 264, GO
 AB2090'SOUTH AND EAST ON AZ 264, CLIMBING A STEEP GRADE, FOR 0.6 MI (1.0 KM)
 AB2090'TO A ROAD ON THE RIGHT.  TURN RIGHT, WEST, CROSS THE CATTLEGUARD AND
 AB2090'TAKE THE LEFT-MOST OF THREE FORKS AND GO SOUTH FOR 1.9 MILES (3.1 KM)
 AB2090'TO A POWERLINE CROSSING THE ROAD.  CONTINUE WEST AND SOUTH FOR 2.9 TO
 AB2090'A CURVE TO THE RIGHT AND A Y INTERSECTION WITH A ROAD ON THE LEFT.
 AB2090'TURN LEFT, SOUTHWEST, AND GO 2.2 MI (3.5 KM) TO A Y INTERSECTION.  GO
 AB2090'LEFT AND CONTINUE 0.9 MI (1.4 KM) TO A FORK. STAY LEFT AND GO 0.05 MI
 AB2090'(0.08 KM) TO A TRACK ROAD FORK FOR A VEHICLE TURNAROUND LOOP NEXT TO A
 AB2090'FENCED ARCHEOLOGICAL SITE.  STAY LEFT AT THE FORK AND GO 0.05 MI (0.08
 AB2090'KM) TO ANOTHER TRACK ROAD FORK .  GO LEFT AT THE FORK AND GO EAST FOR
 AB2090'0.15 MI (0.24 KM) ON THE TRACK ROAD TO A POINT ON THE SOUTH EDGE OF
 AB2090'THE MESA AND THE STATION NEAR THE EDGE OF THE MESA.  THE STATION IS AN
 AB2090'NGS HORIZONTAL CONTROL DISK STAMPED --- AWATOVI 1995 --- CEMENTED IN A
 AB2090'DRILL HOLE IN EXPOSED SANDSTONE SET FLUSH WITH THE GROUND.  IT IS
 AB2090'ABOUT 7 M (23.0 FT) BACK FROM THE EDGE OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1426 ***********************************************************************
 DA1426  DESIGNATION -  AWK
 DA1426  PID         -  DA1426
 DA1426  STATE/COUNTY-  AZ/YUMA
 DA1426  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1426
 DA1426                         *CURRENT SURVEY CONTROL
 DA1426  ___________________________________________________________________
 DA1426* NAD 83(1992)-  32 43 40.02189(N)    113 45 02.09709(W)     ADJUSTED  
 DA1426* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 DA1426  ___________________________________________________________________
 DA1426  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DA1426  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1426
 DA1426  HORZ ORDER  -  FIRST
 DA1426
 DA1426.The horizontal coordinates were established by classical geodetic methods
 DA1426.and adjusted by the National Geodetic Survey in August 1993..
 DA1426
 DA1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1426
 DA1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1426
 DA1426.The geoid height was determined by GEOID03.
 DA1426
 DA1426;                    North         East     Units Scale Factor Converg.
 DA1426;SPC AZ W     -   191,571.622   213,305.398   MT  0.99993333   -0 00 01.1
 DA1426;SPC AZ W     -   628,515.82    699,820.86   iFT  0.99993333   -0 00 01.1
 DA1426;UTM  12      - 3,624,456.513   242,224.461   MT  1.00041943   -1 29 16.5
 DA1426
 DA1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1426!SPC AZ W     -   0.99997420  x   0.99993333  =   0.99990753
 DA1426!UTM  12      -   0.99997420  x   1.00041943  =   1.00039362
 DA1426
 DA1426|---------------------------------------------------------------------|
 DA1426| PID    Reference Object                     Distance      Geod. Az  |
 DA1426|                                                           dddmmss.s |
 DA1426| CH2226 AWK RM 1                              4.646 METERS 18511     |
 DA1426| CH2228 AWK RM 3                             40.743 METERS 20123     |
 DA1426| DA1081 R 322                                              2654209.7 |
 DA1426| DA1430 AWK RM 4                            APPROX. 0.7 KM 2733911.4 |
 DA1426| CH2227 AWK RM 2                              6.653 METERS 33624     |
 DA1426|---------------------------------------------------------------------|
 DA1426
 DA1426                          SUPERSEDED SURVEY CONTROL
 DA1426
 DA1426  NAD 83(1986)-  32 43 40.01717(N)    113 45 02.10395(W) AD(       ) 1
 DA1426  NAD 27      -  32 43 39.84520(N)    113 44 59.37880(W) AD(       ) 1
 DA1426  NGVD 29 (07/19/86)  196.2    (m)          644.     (f) VERT ANG       
 DA1426
 DA1426.Superseded values are not recommended for survey control.
 DA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1426.See file dsdata.txt to determine how the superseded data were derived.
 DA1426
 DA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4222424457(NAD 83)
 DA1426_MARKER: DE = TRAVERSE STATION DISK
 DA1426_SETTING: 66 = SET IN ROCK OUTCROP
 DA1426_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DA1426
 DA1426  HISTORY     - Date     Condition        Report By
 DA1426  HISTORY     - 1960     MONUMENTED       CGS
 DA1426  HISTORY     - 1967     GOOD             AMS
 DA1426  HISTORY     - 1971     GOOD             NGS
 DA1426
 DA1426                          STATION DESCRIPTION
 DA1426
 DA1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1426'THE STATION IS 12 MILES EAST OF THE TOWN OF TACNA, ON THE SOUTH
 DA1426'END OF THE SUMMIT OF A LOW HILL WHICH RISES BETWEEN U.S. HIGHWAY
 DA1426'80 AND THE SOUTHERN PACIFIC RAILROAD AT THE POINT WHERE THEY
 DA1426'CROSS THE SUMMIT OF MOHAWK PASS.  THE MOHAWK LODGE IS SITUATED
 DA1426'AT THE WEST BASE OF THE STATION HILL.
 DA1426'
 DA1426'TO REACH THE STATION FROM THE POST OFFICE IN TACNA, DRIVE EAST
 DA1426'ON U.S. HIGHWAY 80 FOR 11.7 MILES TO THE MOHAWK LODGE ON THE
 DA1426'RIGHT.  TURN RIGHT, PASS AROUND THE WEST END OF A GROUP OF
 DA1426'CABINS, THENCE DRIVE SOUTH AND EAST UP THE RIDGE FOR 0.15 MILE
 DA1426'TO THE END OF TRUCK TRAVEL.  PACK NORTH UP THE SOUTH END OF THE
 DA1426'RIDGE FOR ABOUT 150 FEET TO A 12 X 12 INCH SQUARE WOODEN POST
 DA1426'WHICH PROJECTS 4 FEET ABOVE THE SURFACE OF THE RIDGE AND THE
 DA1426'STATION.
 DA1426'
 DA1426'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK, STAMPED AWK
 DA1426'1960 CEMENTED IN A DRILL HOLE 3 INCHES BELOW THE SURFACE OF THE
 DA1426'DECOMPOSED GRANITE BEDROCK.  IT IS ABOUT 125 FEET SOUTHWEST OF
 DA1426'AND 20 FEET LOWER THAN THE HIGHEST POINT OF THE RIDGE, AND 5.5
 DA1426'FEET NORTH OF THE 12 X 12 INCH SQUARE WOODEN POST.
 DA1426'
 DA1426'REFERENCE MARK 1, STAMPED AWK NO 1 1960, IS A STANDARD DISK
 DA1426'CEMENTED IN A DRILL HOLE AND LOWERED 2 INCHES BELOW THE SURFACE
 DA1426'OF THE DECOMPOSED GRANITE BEDROCK.  IT IS SITUATED ON THE SOUTH
 DA1426'END OF THE SUMMIT OF THE RIDGE, ABOUT 12 INCHES LOWER IN
 DA1426'ELEVATION THAN THE STATION MARK.
 DA1426'
 DA1426'REFERENCE MARK 2, STAMPED AWK NO 2 1960, IS A STANDARD DISK
 DA1426'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE RIDGE.
 DA1426'IT IS ON THE WEST EDGE OF THE SUMMIT OF THE RIDGE, ABOUT 2
 DA1426'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DA1426'
 DA1426'BENCH MARK R 322 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 DA1426'BENCH MARK DISK, STAMPED R 322 1952, SET IN THE TOP OF A ROUND
 DA1426'CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND PROJECTS
 DA1426'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS ABOUT
 DA1426'100 YARDS NORTH OF THE CENTER OF U.S. HIGHWAY 80, 69.5 FEET
 DA1426'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2 FEET
 DA1426'SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 DA1426'
 DA1426'TO REACH THE BENCH MARK FROM THE MOHAWK LODGE, DRIVE WEST ON
 DA1426'U.S. HIGHWAY 80 FOR 0.2 MILE TO A Y-FORK.  KEEP THE RIGHT FORK
 DA1426'AND CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 1.0 MILE TO THE
 DA1426'MARK ON THE RIGHT.
 DA1426
 DA1426                          STATION RECOVERY (1967)
 DA1426
 DA1426'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1426'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AS
 DA1426'DESCRIBED.
 DA1426'
 DA1426'AZIMUTH MARK (BM R-322 USC AND GS 1952) WAS ALSO FOUND IN GOOD
 DA1426'CONDITION AND AS DESCRIBED.
 DA1426'
 DA1426'TO REACH DESCRIPTION IS ADEQUATE.
 DA1426
 DA1426                          STATION RECOVERY (1971)
 DA1426
 DA1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1426'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE BENCH MARK,
 DA1426'(AZIMUTH MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DA1426'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 DA1426'WITH THE 1960 DATA.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DA1426'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA1426'
 DA1426'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF DATELAND, 12 MILES
 DA1426'EAST OF TACNA AND ON THE SOUTH END OF A LOW HILL ON THE NORTH SIDE
 DA1426'OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK AT THE SUMMIT OF
 DA1426'MOHAWK PASS.
 DA1426'
 DA1426'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND GO NORTH ON
 DA1426'THE SURFACED ROAD PASSING UNDER INTERSTATE HIGHWAY 8, FOR 0.1 MILE
 DA1426'TO THE ENTRANCE ROAD FOR THE WEST BOUND LANE OF INTERSTATE HIGHWAY
 DA1426'8.  TURN LEFT AND GO WEST ON INTERSTATE HIGHWAY 8 FOR 12.4 MILES
 DA1426'TO AVENUE 52 EAST, MOHAWK VALLEY EXIT ON THE RIGHT.  BEAR RIGHT
 DA1426'AND GO NORTH AND WEST ON THE FRONTAGE ROAD FOR 0.75 MILE TO A
 DA1426'T-INTERSECTION.  TURN RIGHT AND GO NORTH AND WEST ON U.S.
 DA1426'HIGHWAY 80 FOR 0.95 MILE TO A GROUP OF OLD FOUNDATIONS ON THE
 DA1426'LEFT.  (TO REACH THE BENCH MARK CONTINUE WEST ON U.S. HIGHWAY
 DA1426'80 FOR 1.6 MILES TO THE MARK ON THE RIGHT.) TURN LEFT AND GO
 DA1426'SOUTH ON THE TRACK ROAD UP HILL FOR 0.2 MILE TO THE END OF
 DA1426'TRUCK TRAVEL.  PACK NORTH FOR ABOUT 100 FEET TO THE STATION.
 DA1426'
 DA1426'THE STATION MARK IS A STANDARD DISK STAMPED AWK 1960, CEMENTED IN A
 DA1426'DEPRESSION IN DECOMPOSED BEDROCK 2 INCHES BELOW THE SURROUNDING
 DA1426'SURFACE.  IT IS 125 SOUTH AND 20 FEET LOWER THAN THE HIGHEST POINT
 DA1426'OF THE RIDGE, 12 FEET EAST OF THE WEST SLOPE OF THE RIDGE AND 5.5
 DA1426'FEET NORTH OF AN OLD RAILROAD TIE WITH WITNESS SIGN ATTACHED.
 DA1426'
 DA1426'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AWK NO 1 1960, CEMENTED
 DA1426'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 10 INCHES ABOVE
 DA1426'THE GROUND SURFACE.  IT IS 10 FEET SOUTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DA1426'
 DA1426'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AWK NO 2 1960, CEMENTED
 DA1426'IN A DRILL HOLE IN DECOMPOSED BEDROCK PROJECTING 3 FEET ON THE
 DA1426'NORTHEAST SIDE.  IT IS 27.5 FEET NORTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED AND ABOUT 2 FEET LOWER THAN THE STATION.
 DA1426'
 DA1426'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AWK NO 3 1960 1971,
 DA1426'CEMENTED IN A DRILL HOLE IN DECOMPOSED BEDROCK AND FLUSH WITH THE
 DA1426'GROUND SURFACE.  IT IS 136 FEET SOUTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED, 34 FEET SOUTH OF AN OLD 8X8 INCH POST AND
 DA1426'ABOUT 60 FEET LOWER THAN THE STATION.
 DA1426'
 DA1426'BENCH MARK R 322, USED AS AN AZIMUTH MARK IS A STANDARD BENCH MARK
 DA1426'DISK STAMPED R 322 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DA1426'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 DA1426'GROUND SURFACE.  IT IS ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 80 AT
 DA1426'A CONCRETE CULVERT, 59 FEET NORTH OF THE CENTER OF A
 DA1426'GRAVELED ROAD AND 2 FEET SOUTH-SOUTHEAST OF A 4X4-INCH WOODEN
 DA1426'WITNESS POST.
 DA1426'
 DA1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES EAST OF
 DA1426'TACNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0599 ***********************************************************************
 ES0599  DESIGNATION -  AY 3
 ES0599  PID         -  ES0599
 ES0599  STATE/COUNTY-  AZ/YAVAPAI
 ES0599  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0599
 ES0599                         *CURRENT SURVEY CONTROL
 ES0599  ___________________________________________________________________
 ES0599* NAD 83(1992)-  34 32 03.49346(N)    111 57 49.95135(W)     ADJUSTED  
 ES0599* NAVD 88     -      1482.08   (+/-2cm)    4862.5    (feet)  VERTCON   
 ES0599  ___________________________________________________________________
 ES0599  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES0599  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0599
 ES0599  HORZ ORDER  -  THIRD
 ES0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0599
 ES0599.The horizontal coordinates were established by classical geodetic methods
 ES0599.and adjusted by the National Geodetic Survey in August 1993..
 ES0599
 ES0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0599.The vertical order pertains to the NGVD 29 superseded value.
 ES0599
 ES0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0599
 ES0599.The geoid height was determined by GEOID03.
 ES0599
 ES0599;                    North         East     Units Scale Factor Converg.
 ES0599;SPC AZ C     -   391,917.765   209,026.563   MT  0.99990023   -0 01 36.3
 ES0599;SPC AZ C     - 1,285,819.44    685,782.69   iFT  0.99990023   -0 01 36.3
 ES0599;UTM  12      - 3,821,822.901   411,547.870   MT  0.99969643   -0 32 47.2
 ES0599
 ES0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0599!SPC AZ C     -   0.99977149  x   0.99990023  =   0.99967174
 ES0599!UTM  12      -   0.99977149  x   0.99969643  =   0.99946799
 ES0599
 ES0599|---------------------------------------------------------------------|
 ES0599| PID    Reference Object                     Distance      Geod. Az  |
 ES0599|                                                           dddmmss.s |
 ES0599| ES0598 AY 3 RM 1                             7.548 METERS 02824     |
 ES0599| ES0600 HANCE                               APPROX. 1.4 KM 2622803.8 |
 ES0599| ES0597 AY 3 RM 2                             7.144 METERS 29822     |
 ES0599|---------------------------------------------------------------------|
 ES0599
 ES0599                          SUPERSEDED SURVEY CONTROL
 ES0599
 ES0599  NAD 83(1986)-  34 32 03.48856(N)    111 57 49.94905(W) AD(       ) 3
 ES0599  NAD 27      -  34 32 03.39480(N)    111 57 47.39280(W) AD(       ) 3
 ES0599  NGVD 29 (??/??/92) 1481.260  (m)         4859.77   (f) ADJ UNCH    2 0
 ES0599
 ES0599.Superseded values are not recommended for survey control.
 ES0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0599.See file dsdata.txt to determine how the superseded data were derived.
 ES0599
 ES0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1154821823(NAD 83)
 ES0599_MARKER: DS = TRIANGULATION STATION DISK
 ES0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0599_STAMPING: AY 3 1959
 ES0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0599+STABILITY: SURFACE MOTION
 ES0599
 ES0599  HISTORY     - Date     Condition        Report By
 ES0599  HISTORY     - 1959     MONUMENTED       CGS
 ES0599  HISTORY     - 1959     GOOD             CGS
 ES0599
 ES0599                          STATION DESCRIPTION
 ES0599
 ES0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0599'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF CAMP VERDE, 6 MILES
 ES0599'SOUTHWEST OF THE JUNCTION OF ARIZONA STATE HIGHWAYS 279 AND 79
 ES0599'AND JUST NORTH OF STATE HIGHWAY 79 ON A LOW, SHARP POINTED HILL.
 ES0599'
 ES0599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 279 AND
 ES0599'79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79 FOR 6.7
 ES0599'MILES TO THE END OF TRUCK TRAVEL.  PACK NORTH UP GRADE TO THE
 ES0599'TOP OF THE HILL AND STATION.  IT IS ABOUT A 15 MINUTE PACK.
 ES0599'
 ES0599'THE STATION IS A STANDARD DISK, STAMPED AY 3 1959, CEMENTED IN
 ES0599'A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH AND IS 3.9 FEET
 ES0599'NORTH OF A WITNESS SIGN.
 ES0599'
 ES0599'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AY 3 NO 1 1959,
 ES0599'CEMENTED IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 ES0599'AND IS 27.3 FEET NORTHEAST OF THE WITNESS SIGN.
 ES0599'
 ES0599'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AY 3 NO 2 1959,
 ES0599'CEMENTED IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ES0599'1 INCH AND IS 26.7 FEET NORTHWEST OF THE WITNESS SIGN.
 ES0599'
 ES0599'TRIANGULATION STATION HANCE CAN BE USED FOR AN AZIMUTH MARK,
 ES0599'SEE DESCRIPTION THEREOF.
 ES0599
 ES0599                          STATION RECOVERY (1959)
 ES0599
 ES0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0599'6.5 MI SW FROM CAMP VERDE.
 ES0599'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0599'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0599'79, THIS IS THE CREST OF A LONG HIGHWAY GRADE, THENCE ABOUT 0.15 MILE
 ES0599'NORTH TO THE HIGHEST POINT OF THE HILL, 3.9 FEET NORTH OF THE WITNESS
 ES0599'POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 ES0599'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0598 ***********************************************************************
 ES0598  DESIGNATION -  AY 3 RM 1
 ES0598  PID         -  ES0598
 ES0598  STATE/COUNTY-  AZ/YAVAPAI
 ES0598  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0598
 ES0598                         *CURRENT SURVEY CONTROL
 ES0598  ___________________________________________________________________
 ES0598* NAD 83(1986)-  34 32 03.     (N)    111 57 50.     (W)     SCALED    
 ES0598* NAVD 88     -      1481.36   (+/-2cm)    4860.1    (feet)  VERTCON   
 ES0598  ___________________________________________________________________
 ES0598  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0598
 ES0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0598
 ES0598.The horizontal coordinates were scaled from a topographic map and have
 ES0598.an estimated accuracy of +/- 6 seconds.
 ES0598
 ES0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0598.The vertical order pertains to the NGVD 29 superseded value.
 ES0598
 ES0598.The geoid height was determined by GEOID03.
 ES0598
 ES0598;                    North         East    Units  Estimated Accuracy
 ES0598;SPC AZ C     -   391,900.      209,030.      MT  (+/- 180 meters Scaled)
 ES0598
 ES0598                          SUPERSEDED SURVEY CONTROL
 ES0598
 ES0598  NGVD 29 (??/??/92) 1480.544  (m)         4857.42   (f) ADJ UNCH    2 0
 ES0598
 ES0598.Superseded values are not recommended for survey control.
 ES0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0598.See file dsdata.txt to determine how the superseded data were derived.
 ES0598
 ES0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD115218(NAD 83)
 ES0598_MARKER: DR = REFERENCE MARK DISK
 ES0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0598_STAMPING: AY 3 NO 1 1959
 ES0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0598+STABILITY: SURFACE MOTION
 ES0598
 ES0598  HISTORY     - Date     Condition        Report By
 ES0598  HISTORY     - 1959     MONUMENTED       CGS
 ES0598
 ES0598                          STATION DESCRIPTION
 ES0598
 ES0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0598'6.5 MI SW FROM CAMP VERDE.
 ES0598'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0598'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0598'79, 27.3 FEET NORTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12
 ES0598'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0597 ***********************************************************************
 ES0597  DESIGNATION -  AY 3 RM 2
 ES0597  PID         -  ES0597
 ES0597  STATE/COUNTY-  AZ/YAVAPAI
 ES0597  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0597
 ES0597                         *CURRENT SURVEY CONTROL
 ES0597  ___________________________________________________________________
 ES0597* NAD 83(1986)-  34 32 03.     (N)    111 57 50.     (W)     SCALED    
 ES0597* NAVD 88     -      1481.74   (+/-2cm)    4861.3    (feet)  VERTCON   
 ES0597  ___________________________________________________________________
 ES0597  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0597
 ES0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0597
 ES0597.The horizontal coordinates were scaled from a topographic map and have
 ES0597.an estimated accuracy of +/- 6 seconds.
 ES0597
 ES0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0597.The vertical order pertains to the NGVD 29 superseded value.
 ES0597
 ES0597.The geoid height was determined by GEOID03.
 ES0597
 ES0597;                    North         East    Units  Estimated Accuracy
 ES0597;SPC AZ C     -   391,900.      209,030.      MT  (+/- 180 meters Scaled)
 ES0597
 ES0597                          SUPERSEDED SURVEY CONTROL
 ES0597
 ES0597  NGVD 29 (??/??/92) 1480.922  (m)         4858.66   (f) ADJ UNCH    2 0
 ES0597
 ES0597.Superseded values are not recommended for survey control.
 ES0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0597.See file dsdata.txt to determine how the superseded data were derived.
 ES0597
 ES0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD115218(NAD 83)
 ES0597_MARKER: DR = REFERENCE MARK DISK
 ES0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0597_STAMPING: AY 3 NO 2 1959
 ES0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0597+STABILITY: SURFACE MOTION
 ES0597
 ES0597  HISTORY     - Date     Condition        Report By
 ES0597  HISTORY     - 1959     MONUMENTED       CGS
 ES0597
 ES0597                          STATION DESCRIPTION
 ES0597
 ES0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0597'6.5 MI SW FROM CAMP VERDE.
 ES0597'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0597'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0597'79, 26.7 FEET NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A 12
 ES0597'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0591 ***********************************************************************
 ES0591  DESIGNATION -  AY 4
 ES0591  PID         -  ES0591
 ES0591  STATE/COUNTY-  AZ/YAVAPAI
 ES0591  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0591
 ES0591                         *CURRENT SURVEY CONTROL
 ES0591  ___________________________________________________________________
 ES0591* NAD 83(1992)-  34 32 19.21788(N)    111 54 47.28843(W)     ADJUSTED  
 ES0591* NAVD 88     -      1209.11   (+/-2cm)    3966.9    (feet)  VERTCON   
 ES0591  ___________________________________________________________________
 ES0591  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 ES0591  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0591
 ES0591  HORZ ORDER  -  THIRD
 ES0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0591
 ES0591.The horizontal coordinates were established by classical geodetic methods
 ES0591.and adjusted by the National Geodetic Survey in August 1993..
 ES0591
 ES0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0591.The vertical order pertains to the NGVD 29 superseded value.
 ES0591
 ES0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0591
 ES0591.The geoid height was determined by GEOID03.
 ES0591
 ES0591;                    North         East     Units Scale Factor Converg.
 ES0591;SPC AZ C     -   392,401.250   213,684.104   MT  0.99990000   +0 00 07.2
 ES0591;SPC AZ C     - 1,287,405.68    701,063.33   iFT  0.99990000   +0 00 07.2
 ES0591;UTM  12      - 3,822,264.027   416,208.632   MT  0.99968654   -0 31 03.9
 ES0591
 ES0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0591!SPC AZ C     -   0.99981432  x   0.99990000  =   0.99971433
 ES0591!UTM  12      -   0.99981432  x   0.99968654  =   0.99950091
 ES0591
 ES0591|---------------------------------------------------------------------|
 ES0591| PID    Reference Object                     Distance      Geod. Az  |
 ES0591|                                                           dddmmss.s |
 ES0591| ES0590 AY 4 RM 1                             6.837 METERS 09936     |
 ES0591| ES0592 AY 4 RM 2                             8.106 METERS 23435     |
 ES0591| ES1028 HICUT                               APPROX. 2.6 KM 2630215.7 |
 ES0591|---------------------------------------------------------------------|
 ES0591
 ES0591                          SUPERSEDED SURVEY CONTROL
 ES0591
 ES0591  NAD 83(1986)-  34 32 19.21330(N)    111 54 47.28526(W) AD(       ) 3
 ES0591  NAD 27      -  34 32 19.11530(N)    111 54 44.73490(W) AD(       ) 3
 ES0591  NGVD 29 (??/??/92) 1208.328  (m)         3964.32   (f) ADJ UNCH    2 0
 ES0591
 ES0591.Superseded values are not recommended for survey control.
 ES0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0591.See file dsdata.txt to determine how the superseded data were derived.
 ES0591
 ES0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1620922264(NAD 83)
 ES0591_MARKER: DS = TRIANGULATION STATION DISK
 ES0591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0591_STAMPING: YA 4 1959
 ES0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0591
 ES0591  HISTORY     - Date     Condition        Report By
 ES0591  HISTORY     - 1959     MONUMENTED       CGS
 ES0591  HISTORY     - 1959     GOOD             CGS
 ES0591
 ES0591                          STATION DESCRIPTION
 ES0591
 ES0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0591'THE STATION IS ABOUT 4 MILES WEST OF CAMP VERDE ON THE SOUTH
 ES0591'SIDE OF ARIZONA STATE HIGHWAY 79, AT THE TOP OF A DEEP GRAVEL
 ES0591'HIGHWAY CUT.
 ES0591'
 ES0591'TO REACH THE STATION FROM THE POST OFFICE AT CAMP VERDE, FOLLOW
 ES0591'THE PAVEMENT WEST TOWARD PHOENIX FOR 3.0 MILES TO ARIZONA STATE
 ES0591'HIGHWAY 79.  TURN LEFT AND FOLLOW THE HIGHWAY WESTERLY FOR 1.7
 ES0591'MILES TO A DEEP CUT AND THE STATION ON THE LEFT.
 ES0591'
 ES0591'THE STATION MARK IS A STANDARD DISK STAMPED AY 4 1959, WELDED TO
 ES0591'THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.  IT IS
 ES0591'21 FEET SOUTH OF THE EDGE OF THE CUT, 12.9 FEET NORTH OF THE
 ES0591'RIGHT-OF-WAY FENCE AND 4.1 FEET SOUTH OF A WITNESS POST.
 ES0591'
 ES0591'R.M. 1 IS A STANDARD DISK STAMPED AY 4 NO 1959, WELDED TO THE TOP
 ES0591'OF A 2-INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 28 FEET
 ES0591'SOUTH OF THE EDGE OF THE HIGHWAY CUT, 24.2 FEET EAST OF THE WITNESS
 ES0591'POST AND 1.9 FEET NORTH OF THE FENCE.
 ES0591'
 ES0591'R.M. 2 IS A STANDARD DISK STAMPED AY 4 NO 2 1959, WELDED TO THE
 ES0591'TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS 10 INCHES.  IT IS 35
 ES0591'FEET SOUTH OF THE HIGHWAY CUT, 28.7 FEET SOUTHWEST OF THE WITNESS
 ES0591'POST AND 6.7 FEET NORTH OF A FENCE.
 ES0591'
 ES0591'TRIANGULATION STATION HICUT CAN BE USED AS AN AZIMUTH MARK.
 ES0591'(SEE DESCRIPTION THEREOF.)
 ES0591
 ES0591                          STATION RECOVERY (1959)
 ES0591
 ES0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0591'4.0 MI SW FROM CAMP VERDE.
 ES0591'3.0 MILE SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0591'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0591'A DEEP HIGHWAY CUT, 21 FEET SOUTH OF THE EDGE OF THE CUT, 13.0 NORTH
 ES0591'OF THE FENCE, 4 FEET SOUTH OF THE WITNESS POST, WELDED TO THE TOP OF A
 ES0591'2 INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0590 ***********************************************************************
 ES0590  DESIGNATION -  AY 4 RM 1
 ES0590  PID         -  ES0590
 ES0590  STATE/COUNTY-  AZ/YAVAPAI
 ES0590  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0590
 ES0590                         *CURRENT SURVEY CONTROL
 ES0590  ___________________________________________________________________
 ES0590* NAD 83(1986)-  34 32 18.     (N)    111 54 48.     (W)     SCALED    
 ES0590* NAVD 88     -      1207.71   (+/-2cm)    3962.3    (feet)  VERTCON   
 ES0590  ___________________________________________________________________
 ES0590  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0590
 ES0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0590
 ES0590.The horizontal coordinates were scaled from a topographic map and have
 ES0590.an estimated accuracy of +/- 6 seconds.
 ES0590
 ES0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0590.The vertical order pertains to the NGVD 29 superseded value.
 ES0590
 ES0590.The geoid height was determined by GEOID03.
 ES0590
 ES0590;                    North         East    Units  Estimated Accuracy
 ES0590;SPC AZ C     -   392,360.      213,670.      MT  (+/- 180 meters Scaled)
 ES0590
 ES0590                          SUPERSEDED SURVEY CONTROL
 ES0590
 ES0590  NGVD 29 (??/??/92) 1206.935  (m)         3959.75   (f) ADJ UNCH    2 0
 ES0590
 ES0590.Superseded values are not recommended for survey control.
 ES0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0590.See file dsdata.txt to determine how the superseded data were derived.
 ES0590
 ES0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD161222(NAD 83)
 ES0590_MARKER: DR = REFERENCE MARK DISK
 ES0590_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0590_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0590_STAMPING: AY 4 NO 1 1959
 ES0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0590
 ES0590  HISTORY     - Date     Condition        Report By
 ES0590  HISTORY     - 1959     MONUMENTED       CGS
 ES0590
 ES0590                          STATION DESCRIPTION
 ES0590
 ES0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0590'4.0 MI SW FROM CAMP VERDE.
 ES0590'3.0 MILE SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0590'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0590'A DEEP HIGHWAY CUT, 28 FEET SOUTH OF THE EDGE OF THE HIGHWAY CUT, 24.2
 ES0590'FEET EAST OF THE WITNESS POST, 2 FEET NORTH OF THE FENCE, WELDED TO
 ES0590'THE TOP OF A 2 INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0592 ***********************************************************************
 ES0592  DESIGNATION -  AY 4 RM 2
 ES0592  PID         -  ES0592
 ES0592  STATE/COUNTY-  AZ/YAVAPAI
 ES0592  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0592
 ES0592                         *CURRENT SURVEY CONTROL
 ES0592  ___________________________________________________________________
 ES0592* NAD 83(1986)-  34 32 18.     (N)    111 54 48.     (W)     SCALED    
 ES0592* NAVD 88     -      1208.30   (+/-2cm)    3964.2    (feet)  VERTCON   
 ES0592  ___________________________________________________________________
 ES0592  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0592
 ES0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0592
 ES0592.The horizontal coordinates were scaled from a topographic map and have
 ES0592.an estimated accuracy of +/- 6 seconds.
 ES0592
 ES0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0592.The vertical order pertains to the NGVD 29 superseded value.
 ES0592
 ES0592.The geoid height was determined by GEOID03.
 ES0592
 ES0592;                    North         East    Units  Estimated Accuracy
 ES0592;SPC AZ C     -   392,360.      213,670.      MT  (+/- 180 meters Scaled)
 ES0592
 ES0592                          SUPERSEDED SURVEY CONTROL
 ES0592
 ES0592  NGVD 29 (??/??/92) 1207.522  (m)         3961.68   (f) ADJ UNCH    2 0
 ES0592
 ES0592.Superseded values are not recommended for survey control.
 ES0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0592.See file dsdata.txt to determine how the superseded data were derived.
 ES0592
 ES0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD161222(NAD 83)
 ES0592_MARKER: DR = REFERENCE MARK DISK
 ES0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0592_STAMPING: AY 4 NO 2 1959
 ES0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0592
 ES0592  HISTORY     - Date     Condition        Report By
 ES0592  HISTORY     - 1959     MONUMENTED       CGS
 ES0592
 ES0592                          STATION DESCRIPTION
 ES0592
 ES0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0592'4.0 MI SW FROM CAMP VERDE.
 ES0592'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0592'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0592'A DEEP CUT IN THE HIGHWAY, 35 FEET SOUTH OF THE HIGHWAY CUT, 28.7 FEET
 ES0592'SOUTHWEST OF THE WITNESS POST AND 6.7 FEET NORTH OF THE FENCE, WELDED
 ES0592'TO THE TOP OF A 2 INCH CAST IRON PIPE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2222 ***********************************************************************
 DV2222  DESIGNATION -  AZAMY
 DV2222  PID         -  DV2222
 DV2222  STATE/COUNTY-  AZ/MARICOPA
 DV2222  USGS QUAD   -  TOLLESON (1982)
 DV2222
 DV2222                         *CURRENT SURVEY CONTROL
 DV2222  ___________________________________________________________________
 DV2222* NAD 83(1992)-  33 26 29.76284(N)    112 16 51.84138(W)     ADJUSTED  
 DV2222* NAVD 88     -       304.9    (meters)    1000.     (feet)  VERTCON   
 DV2222  ___________________________________________________________________
 DV2222  X           -  -2,020,064.520 (meters)                     COMP
 DV2222  Y           -  -4,930,065.918 (meters)                     COMP
 DV2222  Z           -   3,495,082.618 (meters)                     COMP
 DV2222  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DV2222  ELLIP HEIGHT-         274.76  (meters)          (06/11/02) GPS OBS
 DV2222  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV2222
 DV2222  HORZ ORDER  -  FIRST
 DV2222  ELLP ORDER  -  FOURTH    CLASS II
 DV2222
 DV2222.The horizontal coordinates were established by GPS observations
 DV2222.and adjusted by the National Geodetic Survey in August 1993..
 DV2222
 DV2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2222
 DV2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2222
 DV2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2222
 DV2222.The ellipsoidal height was determined by GPS observations
 DV2222.and is referenced to NAD 83.
 DV2222
 DV2222.The geoid height was determined by GEOID03.
 DV2222
 DV2222;                    North         East     Units Scale Factor Converg.
 DV2222;SPC AZ C     -   270,783.253   179,479.568   MT  0.99991415   -0 12 02.9
 DV2222;SPC AZ C     -   888,396.50    588,843.73   iFT  0.99991415   -0 12 02.9
 DV2222;UTM  12      - 3,700,978.269   380,923.840   MT  0.99977481   -0 42 21.8
 DV2222
 DV2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2222!SPC AZ C     -   0.99995687  x   0.99991415  =   0.99987102
 DV2222!UTM  12      -   0.99995687  x   0.99977481  =   0.99973169
 DV2222
 DV2222                          SUPERSEDED SURVEY CONTROL
 DV2222
 DV2222  ELLIP H (08/23/93)  274.89   (m)                       GP(       ) 4 2
 DV2222  NAD 83(1986)-  33 26 29.75704(N)    112 16 51.84716(W) AD(       ) 1
 DV2222  NGVD 29 (09/11/89)  304.3    (m)          998.     (f) GPS OBS        
 DV2222
 DV2222.Superseded values are not recommended for survey control.
 DV2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2222.See file dsdata.txt to determine how the superseded data were derived.
 DV2222
 DV2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8092400978(NAD 83)
 DV2222_MARKER: DD = SURVEY DISK
 DV2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2222+STABILITY: SURFACE MOTION
 DV2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2222+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 DV2222
 DV2222  HISTORY     - Date     Condition        Report By
 DV2222  HISTORY     - 1985     MONUMENTED       AZDT
 DV2222  HISTORY     - 19861010 GOOD
 DV2222
 DV2222                          STATION DESCRIPTION
 DV2222
 DV2222'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (AD)
 DV2222'THE STATION IS LOCATED ABOUT 17.02 KM (10.5 MI) WEST OF PHOENIX,
 DV2222'ARIZONA.
 DV2222'
 DV2222'TO REACH THE STATION FROM THE INTERSECTION OF BUCKEYE ROAD AND 99TH
 DV2222'AVENUE, GO NORTH ON 99TH AVENUE FOR 0.81 KM (0.5 MI) TO THE
 DV2222'RAILROAD TRACKS AND A DIRT ROAD LEFT, TURN LEFT AND GO WEST ON THE
 DV2222'DIRT ROAD ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.81 KM
 DV2222'(0.5 MI) TO A DIRT ROAD THAT CROSSES THE RAILROAD TRACKS TO THE
 DV2222'STATION ON THE RIGHT.
 DV2222'
 DV2222'THE STATION IS A STANDARD AGS DISK
 DV2222'STAMPED---AZAMY 1985---,
 DV2222'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2222'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DV2222'15.07 METERS (49.45 FT) WEST-SOUTHWEST FROM AN RM STAMPED---AZAMY RM
 DV2222'1  1985---,
 DV2222'15.15 METERS (49.7 FT) SOUTHEAST FROM AN RM STAMPED---AZAMY RM 2
 DV2222'1985---,
 DV2222'3.75 METERS (12.3 FT) SOUTHEAST FROM THE CENTERLINE OF THE RAILROAD
 DV2222'TRACKS,
 DV2222'22.55 METERS (74 FT) WEST FROM A POWER POLE,
 DV2222'1.34 METERS (4.4 FT) NORTH FROM A WITNESS POST AND SIGN.
 DV2222'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2222'STAMPED---AZAMY 1985---,
 DV2222'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2222
 DV2222                          STATION RECOVERY (1986)
 DV2222
 DV2222'RECOVERED 1986
 DV2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6803 ***********************************************************************
 AC6803  PACS        -  This is a Primary Airport Control Station.
 AC6803  DESIGNATION -  AZC A
 AC6803  PID         -  AC6803
 AC6803  STATE/COUNTY-  AZ/MOHAVE
 AC6803  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6803
 AC6803                         *CURRENT SURVEY CONTROL
 AC6803  ___________________________________________________________________
 AC6803* NAD 83(1992)-  36 57 59.55345(N)    113 00 32.22767(W)     ADJUSTED  
 AC6803* NAVD 88     -      1485.51   (meters)    4873.7    (feet)  GPS OBS   
 AC6803  ___________________________________________________________________
 AC6803  X           -  -1,994,789.471 (meters)                     COMP
 AC6803  Y           -  -4,697,388.768 (meters)                     COMP
 AC6803  Z           -   3,815,306.825 (meters)                     COMP
 AC6803  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 AC6803  ELLIP HEIGHT-        1462.81  (meters)          (01/12/01) GPS OBS
 AC6803  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AC6803
 AC6803  HORZ ORDER  -  B
 AC6803  ELLP ORDER  -  FOURTH    CLASS I
 AC6803
 AC6803.This mark is at Colorado City Municipal Airport (AZC)
 AC6803
 AC6803.The horizontal coordinates were established by GPS observations
 AC6803.and adjusted by the National Geodetic Survey in March 1997..
 AC6803
 AC6803.The orthometric height was determined by GPS observations and a
 AC6803.high-resolution geoid model.
 AC6803
 AC6803.GPS derived orthometric heights for airport stations designated as
 AC6803.PACS or SACS are published to 2 decimal places.  This maintains
 AC6803.centimeter relative accuracy between the PACS and SACS.  It does
 AC6803.not indicate centimeter accuracy relative to other marks which are
 AC6803.part of the NAVD 88 network.
 AC6803
 AC6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6803
 AC6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6803
 AC6803.The ellipsoidal height was determined by GPS observations
 AC6803.and is referenced to NAD 83.
 AC6803
 AC6803.The geoid height was determined by GEOID03.
 AC6803
 AC6803;                    North         East     Units Scale Factor Converg.
 AC6803;SPC AZ W     -   662,036.140   279,346.914   MT  0.99998696   +0 26 44.3
 AC6803;SPC AZ W     - 2,172,034.58    916,492.50   iFT  0.99998696   +0 26 44.3
 AC6803;UTM  12      - 4,093,046.678   321,162.816   MT  0.99999401   -1 12 30.2
 AC6803
 AC6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6803!SPC AZ W     -   0.99977049  x   0.99998696  =   0.99975745
 AC6803!UTM  12      -   0.99977049  x   0.99999401  =   0.99976450
 AC6803
 AC6803|---------------------------------------------------------------------|
 AC6803| PID    Reference Object                     Distance      Geod. Az  |
 AC6803|                                                           dddmmss.s |
 AC6803| AE3181 AZC CL END RWY 20                    68.963 METERS 15655     |
 AC6803|---------------------------------------------------------------------|
 AC6803
 AC6803                          SUPERSEDED SURVEY CONTROL
 AC6803
 AC6803  ELLIP H (03/14/97) 1462.87   (m)                       GP(       ) 3 1
 AC6803
 AC6803.Superseded values are not recommended for survey control.
 AC6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6803.See file dsdata.txt to determine how the superseded data were derived.
 AC6803
 AC6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2116393047(NAD 83)
 AC6803_MARKER: I = METAL ROD
 AC6803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6803_STAMPING: AZC A 1996
 AC6803_MARK LOGO: NGS   
 AC6803_PROJECTION: FLUSH
 AC6803_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6803+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AC6803_ROD/PIPE-DEPTH: 20.6 meters
 AC6803
 AC6803  HISTORY     - Date     Condition        Report By
 AC6803  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6803  HISTORY     - 19970506 GOOD             NGS
 AC6803
 AC6803                          STATION DESCRIPTION
 AC6803
 AC6803'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6803'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6803'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6803'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6803'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6803'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6803'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6803'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6803'GATE.  PROCEED THROUGH GATE AND CONTINUE WESTERLY ACROSS APRON AND
 AC6803'TAXIWAY FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 2-20.  TURN
 AC6803'RIGHT AND GO NORTH-NORTHEAST ALONG RUNWAY 2-20 FOR 0.65 KM (0.40 MI)
 AC6803'TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT THE STATION IS
 AC6803'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 AC6803'OF 20.60 M (67.59 FT) RECESSED 12 CM BELOW GROUND LEVEL IN A 2.5 CM
 AC6803'DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7
 AC6803'CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC6803'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED
 AC6803'7.30 M (23.95 FT) SOUTHEAST OF A FENCE, 62.00 M (203.41 FT)
 AC6803'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APPROACH END OF RUNWAY
 AC6803'20, 57.60 M (188.98 FT) NORTH-NORTHWEST OF THE NORTHWESTERNMOST
 AC6803'THRESHOLD LIGHT, 43.85 M (143.86 FT) NORTHEAST OF A STEEL FENCE POST
 AC6803'SUPPORT THAT IS IN LINE WITH A NORTHWESTERLY EXTENSION OF THE NORTHERN
 AC6803'EDGE OF RUNWAY 20, 109.2 M (358.3 FT) SOUTH-SOUTHWEST OF THE
 AC6803'NORTHWESTERN FENCE CORNER, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6803'WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AC6803'STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6803
 AC6803                          STATION RECOVERY (1997)
 AC6803
 AC6803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6803'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6803'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, ALONG THE WEST SIDE OF
 AC6803'AND NEAR THE NORTH END OF RUNWAY 2-20.  OWNERSHIP--CITY OF COLORADO
 AC6803'CITY, LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ
 AC6803'86021.  THE PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM
 AC6803'THE JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6803'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6803'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6803'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6803'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6803'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6803'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6803'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6803'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN RIGHT AND GO NORTHEAST
 AC6803'FOR 0.6 KM (0.35 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6803'PAST RUNWAY END 20.  THE STATION IS LOCATED 61.9 M (203.1 FT)
 AC6803'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 53.6 M (175.9
 AC6803'FT) NORTHWEST OF THE EXTENDED CENTER OF THE RUNWAY, 7.3 M (24.0 FT)
 AC6803'SOUTHEAST OF A FENCE LINE, 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6803'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC6803'NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW DRIVER IS REQUIRED TO
 AC6803'ACCESS THE DATUM POINT THROUGH THE LOGO CAP. THIS STATION SELECTED AS
 AC6803'THE PACS FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6804 ***********************************************************************
 AC6804  SACS        -  This is a Secondary Airport Control Station.
 AC6804  DESIGNATION -  AZC B
 AC6804  PID         -  AC6804
 AC6804  STATE/COUNTY-  AZ/MOHAVE
 AC6804  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6804
 AC6804                         *CURRENT SURVEY CONTROL
 AC6804  ___________________________________________________________________
 AC6804* NAD 83(1992)-  36 57 29.54011(N)    113 00 45.84703(W)     ADJUSTED  
 AC6804* NAVD 88     -      1478.36   (meters)    4850.3    (feet)  GPS OBS   
 AC6804  ___________________________________________________________________
 AC6804  X           -  -1,995,314.929 (meters)                     COMP
 AC6804  Y           -  -4,697,763.948 (meters)                     COMP
 AC6804  Z           -   3,814,563.072 (meters)                     COMP
 AC6804  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 AC6804  ELLIP HEIGHT-        1455.65  (meters)          (01/12/01) GPS OBS
 AC6804  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AC6804
 AC6804  HORZ ORDER  -  FIRST
 AC6804  ELLP ORDER  -  FOURTH    CLASS I
 AC6804
 AC6804.This mark is at Colorado City Municipal Airport (AZC)
 AC6804
 AC6804.The horizontal coordinates were established by GPS observations
 AC6804.and adjusted by the National Geodetic Survey in March 1997..
 AC6804
 AC6804.The orthometric height was determined by GPS observations and a
 AC6804.high-resolution geoid model.
 AC6804
 AC6804.GPS derived orthometric heights for airport stations designated as
 AC6804.PACS or SACS are published to 2 decimal places.  This maintains
 AC6804.centimeter relative accuracy between the PACS and SACS.  It does
 AC6804.not indicate centimeter accuracy relative to other marks which are
 AC6804.part of the NAVD 88 network.
 AC6804
 AC6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6804
 AC6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6804
 AC6804.The ellipsoidal height was determined by GPS observations
 AC6804.and is referenced to NAD 83.
 AC6804
 AC6804.The geoid height was determined by GEOID03.
 AC6804
 AC6804;                    North         East     Units Scale Factor Converg.
 AC6804;SPC AZ W     -   661,108.348   279,017.195   MT  0.99998642   +0 26 35.8
 AC6804;SPC AZ W     - 2,168,990.64    915,410.74   iFT  0.99998642   +0 26 35.8
 AC6804;UTM  12      - 4,092,128.781   320,806.453   MT  0.99999559   -1 12 37.6
 AC6804
 AC6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6804!SPC AZ W     -   0.99977161  x   0.99998642  =   0.99975804
 AC6804!UTM  12      -   0.99977161  x   0.99999559  =   0.99976720
 AC6804
 AC6804                          SUPERSEDED SURVEY CONTROL
 AC6804
 AC6804  ELLIP H (03/14/97) 1455.72   (m)                       GP(       ) 3 1
 AC6804
 AC6804.Superseded values are not recommended for survey control.
 AC6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6804.See file dsdata.txt to determine how the superseded data were derived.
 AC6804
 AC6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2080692129(NAD 83)
 AC6804_MARKER: DD = SURVEY DISK
 AC6804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6804_STAMPING: AZC B 1996
 AC6804_MARK LOGO: NGS   
 AC6804_PROJECTION: FLUSH
 AC6804_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6804+STABILITY: SURFACE MOTION
 AC6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6804+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AC6804_ROD/PIPE-DEPTH: 1.0  meters
 AC6804
 AC6804  HISTORY     - Date     Condition        Report By
 AC6804  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6804  HISTORY     - 19970506 GOOD             NGS
 AC6804
 AC6804                          STATION DESCRIPTION
 AC6804
 AC6804'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6804'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6804'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6804'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6804'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6804'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6804'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6804'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6804'GATE.  PROCEED THROUGH GATE AND CONTINUE SOUTHERLY ACROSS APRON AND
 AC6804'TAXIWAY FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH RUNWAY 11-29.  TURN
 AC6804'RIGHT AND GO NORTHWEST ALONG RUNWAY 11-29 FOR 0.15 KM (0.10 MI) TO THE
 AC6804'JUNCTION WITH RUNWAY 2-20 AND THE STATION ON THE LEFT NEAR A FENCE
 AC6804'CORNER THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AC6804'TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 11 CM BELOW GROUND
 AC6804'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6804'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6804'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC6804'PIPE.  THE STATION IS LOCATED 62.20 M (204.07 FT) SOUTH-SOUTHWEST FROM
 AC6804'THE SOUTHWEST EDGE OF RUNWAY 11-29, 73.40 M (240.81 FT) EAST-SOUTHEAST
 AC6804'FROM THE EAST EDGE OF RUNWAY 2-20, 14.35 M (47.08 FT) WEST-SOUTHWEST
 AC6804'OF A BLM MONUMENT NEAR THE FENCE CORNER, 14.55 M (47.74 FT)
 AC6804'WEST-SOUTHWEST OF A FENCE CORNER, 8.40 M (27.56 FT) WEST-NORTHWEST OF
 AC6804'A FENCELINE, 8.80 M (28.87 FT) SOUTH OF A 1.2 M (3.9 FT) TALL CEDAR
 AC6804'POST, 75.50 M (247.70 FT) SOUTH OF RUNWAY HOLDING POSITION SIGN (2-20)
 AC6804', AND NORTHWEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6804'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS
 AC6804'1996
 AC6804
 AC6804                          STATION RECOVERY (1997)
 AC6804
 AC6804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6804'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6804'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, IN THE SOUTH QUADRANT OF
 AC6804'THE INTERSECTION OF THE RUNWAYS.  OWNERSHIP--CITY OF COLORADO CITY,
 AC6804'LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ 86021. THE
 AC6804'PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM THE
 AC6804'JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6804'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6804'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6804'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6804'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6804'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6804'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6804'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6804'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN LEFT AND GO SOUTHWEST
 AC6804'FOR 0.2 KM (0.10 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6804'PAST RUNWAY 11-29.  THE STATION IS LOCATED 73.9 M (242.5 FT) SOUTHEAST
 AC6804'OF THE SOUTHEAST EDGE OF RUNWAY 2-20, 62.1 M (203.7 FT) SOUTHWEST OF
 AC6804'THE SOUTHWEST EDGE OF RUNWAY 11-29, 14.6 M (47.9 FT) WEST OF A FENCE
 AC6804'CORNER, 8.5 M (27.9 FT) NORTHWEST OF A FENCE LINE, 0.9 M (3.0 FT)
 AC6804'NORTHWEST OF A CARSONITE WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC6804'THE GROUND SURFACE.  NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW
 AC6804'DRIVER IS REQUIRED TO ACCESS THE DATUM POINT THROUGH THE LOGO CAP.
 AC6804'THIS STATION SELECTED AS THE SACS FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6805 ***********************************************************************
 AC6805  SACS        -  This is a Secondary Airport Control Station.
 AC6805  DESIGNATION -  AZC C
 AC6805  PID         -  AC6805
 AC6805  STATE/COUNTY-  AZ/MOHAVE
 AC6805  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6805
 AC6805                         *CURRENT SURVEY CONTROL
 AC6805  ___________________________________________________________________
 AC6805* NAD 83(1992)-  36 57 11.05066(N)    113 00 59.13803(W)     ADJUSTED  
 AC6805* NAVD 88     -      1474.53   (meters)    4837.7    (feet)  GPS OBS   
 AC6805  ___________________________________________________________________
 AC6805  X           -  -1,995,750.441 (meters)                     COMP
 AC6805  Y           -  -4,697,947.994 (meters)                     COMP
 AC6805  Z           -   3,814,105.188 (meters)                     COMP
 AC6805  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AC6805  ELLIP HEIGHT-        1451.80  (meters)          (01/12/01) GPS OBS
 AC6805  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AC6805
 AC6805  HORZ ORDER  -  FIRST
 AC6805  ELLP ORDER  -  FOURTH    CLASS I
 AC6805
 AC6805.This mark is at Colorado City Municipal Airport (AZC)
 AC6805
 AC6805.The horizontal coordinates were established by GPS observations
 AC6805.and adjusted by the National Geodetic Survey in March 1997..
 AC6805
 AC6805.The orthometric height was determined by GPS observations and a
 AC6805.high-resolution geoid model.
 AC6805
 AC6805.GPS derived orthometric heights for airport stations designated as
 AC6805.PACS or SACS are published to 2 decimal places.  This maintains
 AC6805.centimeter relative accuracy between the PACS and SACS.  It does
 AC6805.not indicate centimeter accuracy relative to other marks which are
 AC6805.part of the NAVD 88 network.
 AC6805
 AC6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6805
 AC6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6805
 AC6805.The ellipsoidal height was determined by GPS observations
 AC6805.and is referenced to NAD 83.
 AC6805
 AC6805.The geoid height was determined by GEOID03.
 AC6805
 AC6805;                    North         East     Units Scale Factor Converg.
 AC6805;SPC AZ W     -   660,535.863   278,692.791   MT  0.99998590   +0 26 27.6
 AC6805;SPC AZ W     - 2,167,112.41    914,346.43   iFT  0.99998590   +0 26 27.6
 AC6805;UTM  12      - 4,091,565.891   320,465.660   MT  0.99999709   -1 12 45.1
 AC6805
 AC6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6805!SPC AZ W     -   0.99977222  x   0.99998590  =   0.99975812
 AC6805!UTM  12      -   0.99977222  x   0.99999709  =   0.99976931
 AC6805
 AC6805                          SUPERSEDED SURVEY CONTROL
 AC6805
 AC6805  ELLIP H (03/14/97) 1451.87   (m)                       GP(       ) 3 1
 AC6805
 AC6805.Superseded values are not recommended for survey control.
 AC6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6805.See file dsdata.txt to determine how the superseded data were derived.
 AC6805
 AC6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2046691566(NAD 83)
 AC6805_MARKER: DD = SURVEY DISK
 AC6805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6805_STAMPING: AZC C 1996
 AC6805_MARK LOGO: NGS   
 AC6805_PROJECTION: FLUSH
 AC6805_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6805+STABILITY: SURFACE MOTION
 AC6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6805+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AC6805_ROD/PIPE-DEPTH: 1.0  meters
 AC6805
 AC6805  HISTORY     - Date     Condition        Report By
 AC6805  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6805  HISTORY     - 19970506 GOOD             NGS
 AC6805
 AC6805                          STATION DESCRIPTION
 AC6805
 AC6805'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6805'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6805'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6805'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6805'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6805'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6805'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6805'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6805'GATE.  PROCEED THROUGH GATE AND CONTINUE WESTERLY ACROSS APRON AND
 AC6805'TAXIWAY FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 2-20.  TURN
 AC6805'LEFT AND GO SOUTH-SOUTHWESTERLY ALONG RUNWAY 2-20 CROSSING RUNWAY
 AC6805'11-29 FOR 1.0 KM (0.60 MI) TO THE END OF THE RUNWAY AND THE STATION ON
 AC6805'THE LEFT SOUTH OF THE RUNUP AREA THE STATION IS THE CENTER OF A 5 CM
 AC6805'SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC6805'RECESSED 13 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AC6805'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6805'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6805'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 35.70 M
 AC6805'(117.13 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE RUNUP AREA,
 AC6805'33.00 M (108.27 FT) SOUTH OF THE RUNWAY HOLDING POSITION SIGN (RUNWAY
 AC6805'2) , 57.60 M (188.98 FT) SOUTHEAST OF THE EASTERNMOST THRESHOLD LIGHT,
 AC6805'31.50 M (103.35 FT) WEST-NORTHWEST OF A FENCE AT THE CENTERLINE OF A
 AC6805'GATE AND DIRT TRACK, 32.30 M (105.97 FT) NORTHWEST OF SOUTHERN GATE
 AC6805'POST, AND 0.9 M (3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST THE
 AC6805'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC6805'ARIZONA ANA SURVEYS 1996
 AC6805
 AC6805                          STATION RECOVERY (1997)
 AC6805
 AC6805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6805'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6805'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, ALONG THE EAST SIDE OF
 AC6805'AND NEAR THE SOUTH END OF RUNWAY 2-20.  OWNERSHIP--CITY OF COLORADO
 AC6805'CITY, LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ
 AC6805'86021.  THE PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM
 AC6805'THE JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6805'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6805'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6805'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6805'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6805'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6805'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6805'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6805'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN LEFT AND GO SOUTHWEST
 AC6805'FOR 0.9 KM (0.55 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6805'PAST RUNWAY END 2.  THE STATION IS LOCATED 61.7 M (202.4 FT) SOUTH OF
 AC6805'THE SOUTHEAST CORNER OF THE RUNWAY, 35.8 M (117.5 FT) SOUTH-SOUTHWEST
 AC6805'OF THE SOUTHEAST CORNER OF A PAVED AIRCRAFT TURN AROUND AREA, 31.6 M
 AC6805'(103.7 FT) NORTHWEST OF A FENCE LINE, 0.9 M (3.0 FT) NORTHEAST OF A
 AC6805'CARSONITE WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6805'SURFACE.  NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW DRIVER IS
 AC6805'REQUIRED TO ACCESS THE DATUM POINT THROUGH THE LOGO CAP.  THIS STATION
 AC6805'SELECTED AS THE SACS FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1406 ***********************************************************************
 DA1406  DESIGNATION -  AZTEC
 DA1406  PID         -  DA1406
 DA1406  STATE/COUNTY-  AZ/YUMA
 DA1406  USGS QUAD   -  AZTEC HILLS (1982)
 DA1406
 DA1406                         *CURRENT SURVEY CONTROL
 DA1406  ___________________________________________________________________
 DA1406* NAD 83(1992)-  32 47 41.53875(N)    113 29 07.14243(W)     ADJUSTED  
 DA1406* NAVD 88     -       360.3    (meters)    1182.     (feet)  VERTCON   
 DA1406  ___________________________________________________________________
 DA1406  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DA1406  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DA1406
 DA1406  HORZ ORDER  -  FIRST
 DA1406
 DA1406.The horizontal coordinates were established by classical geodetic methods
 DA1406.and adjusted by the National Geodetic Survey in August 1993..
 DA1406
 DA1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1406
 DA1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1406
 DA1406.The geoid height was determined by GEOID03.
 DA1406
 DA1406;                    North         East     Units Scale Factor Converg.
 DA1406;SPC AZ W     -   199,042.217   238,150.909   MT  0.99994091   +0 08 36.1
 DA1406;SPC AZ W     -   653,025.65    781,335.00   iFT  0.99994091   +0 08 36.1
 DA1406;UTM  12      - 3,631,281.813   267,265.864   MT  1.00026793   -1 20 48.2
 DA1406
 DA1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1406!SPC AZ W     -   0.99994849  x   0.99994091  =   0.99988941
 DA1406!UTM  12      -   0.99994849  x   1.00026793  =   1.00021641
 DA1406
 DA1406|---------------------------------------------------------------------|
 DA1406| PID    Reference Object                     Distance      Geod. Az  |
 DA1406|                                                           dddmmss.s |
 DA1406| CH2230 AZTEC RM 1                            3.401 METERS 01205     |
 DA1406| DA1404 AZTEC TANK                          APPROX. 4.9 KM 0484629.7 |
 DA1406| CH2231 AZTEC RM 2                            8.210 METERS 23443     |
 DA1406| DA1181 CONTROL                             APPROX. 3.5 KM 2950104.4 |
 DA1406|---------------------------------------------------------------------|
 DA1406
 DA1406                          SUPERSEDED SURVEY CONTROL
 DA1406
 DA1406  NAD 83(1986)-  32 47 41.53309(N)    113 29 07.14838(W) AD(       ) 1
 DA1406  NAD 27      -  32 47 41.35900(N)    113 29 04.45700(W) AD(       ) 1
 DA1406  NGVD 29 (06/20/88)  359.7    (m)         1180.     (f) VERT ANG       
 DA1406
 DA1406.Superseded values are not recommended for survey control.
 DA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1406.See file dsdata.txt to determine how the superseded data were derived.
 DA1406
 DA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6726631282(NAD 83)
 DA1406_MARKER: DS = TRIANGULATION STATION DISK
 DA1406_SETTING: 80 = SET IN A BOULDER
 DA1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1406+STABILITY: SURFACE MOTION
 DA1406
 DA1406  HISTORY     - Date     Condition        Report By
 DA1406  HISTORY     - 1925     MONUMENTED       USGS
 DA1406  HISTORY     - 1934     GOOD             CGS
 DA1406  HISTORY     - 1948     GOOD             USGS
 DA1406  HISTORY     - 1962     GOOD             AMS
 DA1406  HISTORY     - 1964     GOOD             USGS
 DA1406  HISTORY     - 1967     GOOD             AMS
 DA1406  HISTORY     - 1971     GOOD             NGS
 DA1406  HISTORY     - 1980     GOOD             NGS
 DA1406
 DA1406                          STATION DESCRIPTION
 DA1406
 DA1406'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DA1406'LOCATED ABOUT 3.5 MI SW. OF AZTEC (STATION ON SP RR.).  ON HIGHEST
 DA1406'POINT OF SMALL ISOLATED RANGE OF HILLS KNOWN LOCALLY AS AZTEC
 DA1406'HILLS.
 DA1406'
 DA1406'NO TO REACH GIVEN.
 DA1406'
 DA1406'STATION MARK--STANDARD TABLET STAMPED---RS 1925 AZTEC---, CEMENTED
 DA1406'IN BOULDER.
 DA1406'
 DA1406'RM 1--CROSS CUT IN SOLID ROCK.
 DA1406'
 DA1406'RM 2--CROSS CUT IN SOLID ROCK.
 DA1406
 DA1406                          STATION RECOVERY (1934)
 DA1406
 DA1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1406'STATION IS ON THE HIGHEST POINT ON AN ISOLATED RANGE OF HILLS,
 DA1406'LOCALLY KNOWN AS THE AZTEC HILLS.  IT IS ABOUT 3-1/2 MILES,
 DA1406'AIR LINE, SW OF THE TOWN OF AZTEC.
 DA1406'
 DA1406'STATION MARK IS A STANDARD TABLET OF THE U.S.G.S., SET IN ROCK
 DA1406'OUTCROP.
 DA1406'
 DA1406'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DA1406'IN OUTCROPPING BEDROCK.
 DA1406'
 DA1406'AZIMUTH MARK IS C. AND G.S. STATION DATELAN, 2.0 MILES W OF
 DA1406'THE TOWN OF AZTEC ON THE N SIDE OF THE HIGHWAY.
 DA1406'
 DA1406'TO REACH FROM THE TOWN OF AZTEC, FOLLOW U.S. HIGHWAY 80 W FOR
 DA1406'3.4 MILES AND TURN LEFT, CROSS RAILROAD TRACKS AND GO 0.25
 DA1406'MILE, TURN LEFT ON A DIRT ROAD, GO 0.9 MILE, TURN RIGHT OFF
 DA1406'ROAD AND DRIVE S ACROSS COUNTRY 0.6 MILE TO END OF TRUCK
 DA1406'TRAVEL.  FROM HERE FOLLOW THE WASH TO THE SADDLE, THEN RIGHT
 DA1406'ALONG THE RIDGE TO THE STATION.  IT IS A 1/2-HOUR PACK.
 DA1406
 DA1406                          STATION RECOVERY (1948)
 DA1406
 DA1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1406'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1934.
 DA1406'
 DA1406'RM 1--NGS RM DISK STAMPED---AZTEC USGS 1925 NO 1 1934---, IN SOLID
 DA1406'ROCK.
 DA1406'
 DA1406'RM 2--NGS RM DISK STAMPED---AZTEC USGS 1925 NO 2 1934---, IN SOLID
 DA1406'BEDROCK.
 DA1406
 DA1406                          STATION RECOVERY (1962)
 DA1406
 DA1406'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1406'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DA1406
 DA1406                          STATION RECOVERY (1964)
 DA1406
 DA1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1406'RECOVERED AS DESCRIBED BY USGS AND NGS.  REACHED BY HELICOPTER.
 DA1406'STATION MARK REPORTED STAMPED---RS 1925 AZTEC USC+GS 1934---.
 DA1406
 DA1406                          STATION RECOVERY (1967)
 DA1406
 DA1406'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1406'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AS
 DA1406'DESCRIBED.
 DA1406'
 DA1406'AZIMUTH MARK (DATELAN) WAS DESTROYED DUE TO HWY. CONSTRUCTION
 DA1406'IN THIS AREA.
 DA1406'
 DA1406'TO REACH DESCRIPTION IS ADEQUATE.
 DA1406
 DA1406                          STATION RECOVERY (1971)
 DA1406
 DA1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1406'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DA1406'PREVIOUSLY DESCRIBED IN 1934.  THE AZIMUTH MARK WAS NOT RECOVERED
 DA1406'AND IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A
 DA1406'DIFFERENCE IN THE DISTANCE TO BOTH MARKS WAS NOTED AND VERIFIED.  THE
 DA1406'DISTANCE TO REFERENCE MARK 1 WAS LESS BY 0.009 METER AND THE
 DA1406'DISTANCE TO REFERENCE MARK 2 WAS GREATER BY 0.012 METER IN
 DA1406'COMPARISON TO THE 1934 DATA.  THE DIRECTION COMPARES FAVORABLY.
 DA1406'
 DA1406'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DA1406'
 DA1406'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF AZTEC, 1.5 MILES
 DA1406'SOUTH OF INTERSTATE HIGHWAY 8, ON THE HIGHEST POINT OF AN ISOLATED
 DA1406'RANGE OF HILLS KNOWN LOCALLY AS THE AZTEC HILLS AND ON LAND OWNED
 DA1406'BY THE U.S. GOVERNMENT.
 DA1406'
 DA1406'TO REACH FROM THE SOUTH SIDE OF THE OVERPASSES AT THE AZTEC EXIT OF
 DA1406'INTERSTATE HIGHWAY 8, GO WEST ON THE FRONTAGE ROAD FOR 1.7 MILES TO
 DA1406'A MAILBOX AND SIDE ROAD ON THE LEFT.  TURN LEFT, CROSSING RAILROAD
 DA1406'TRACKS AND GO SOUTH ON GRAVELED ROAD FOR 0.9 MILE TO A CROSSROAD.
 DA1406'TURN RIGHT AND GO WEST ON FIELD ROAD ALONG SOUTH SIDE OF AN
 DA1406'IRRIGATION CANAL FOR 0.45 MILE TO THE WEST EDGE OF A HAY FIELD
 DA1406'AT END OF CANAL AND A ROW OF TREES.  CONTINUE WEST PASSING THROUGH
 DA1406'ROW OF TREES, THENCE LEFT FOR ABOUT 200 FEET, THENCE BEAR RIGHT
 DA1406'AND GO SOUTHWEST ACROSS PASTURE TOWARD HIGHEST POINT OF HILL
 DA1406'FOR ABOUT 0.7 MILE TO BOTTOM OF HILL AND END OF TRUCK TRAVEL.
 DA1406'PACK SOUTHERLY UP A ROCKY WASH TO TOP OF SADDLE, THENCE RIGHT,
 DA1406'WEST, UP STEEP ROCKY RIDGE TO HIGHEST POINT OF HILL AND STATION.
 DA1406'THIS IS ABOUT A 40 MINUTE PACK.
 DA1406'
 DA1406'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 DA1406'AZTEC USC AND GS 1934 1925, IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 DA1406'THE MARK IS ON THE HIGHEST POINT OF HILL.
 DA1406'
 DA1406'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AZTEC 1925 USGS NO 1
 DA1406'1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 DA1406'LOWER THAN THE STATION MARK,
 DA1406'
 DA1406'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AZTEC 1925 USGS NO 2
 DA1406'1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 12 FEET
 DA1406'LOWER THAN THE STATION MARK.
 DA1406'
 DA1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1406'SOUTHWEST OF AZTEC.
 DA1406'
 DA1406'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 FEET.
 DA1406
 DA1406                          STATION RECOVERY (1980)
 DA1406
 DA1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 DA1406'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DA1406'THE ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2019 ***********************************************************************
 DU2019  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2019  DESIGNATION -  AZTEC
 DU2019  PID         -  DU2019
 DU2019  STATE/COUNTY-  AZ/GILA
 DU2019  USGS QUAD   -  AZTEC PEAK (1986)
 DU2019
 DU2019                         *CURRENT SURVEY CONTROL
 DU2019  ___________________________________________________________________
 DU2019* NAD 83(1992)-  33 48 44.67910(N)    110 54 19.55008(W)     ADJUSTED  
 DU2019* NAVD 88     -      2345.42   (meters)    7694.9    (feet)  GPS OBS   
 DU2019  ___________________________________________________________________
 DU2019  X           -  -1,893,604.356 (meters)                     COMP
 DU2019  Y           -  -4,957,449.669 (meters)                     COMP
 DU2019  Z           -   3,530,467.834 (meters)                     COMP
 DU2019  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DU2019  ELLIP HEIGHT-        2319.06  (meters)          (03/01/04) GPS OBS
 DU2019  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DU2019
 DU2019  HORZ ORDER  -  A
 DU2019  ELLP ORDER  -  FOURTH    CLASS I
 DU2019
 DU2019.The horizontal coordinates were established by GPS observations
 DU2019.and adjusted by the National Geodetic Survey in March 2004..
 DU2019
 DU2019.The orthometric height was determined by GPS observations and a
 DU2019.high-resolution geoid model using precise GPS observation and
 DU2019.processing techniques.
 DU2019
 DU2019.Photographs are available for this station.
 DU2019
 DU2019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2019
 DU2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2019
 DU2019.The ellipsoidal height was determined by GPS observations
 DU2019.and is referenced to NAD 83.
 DU2019
 DU2019.The geoid height was determined by GEOID03.
 DU2019
 DU2019;                    North         East     Units Scale Factor Converg.
 DU2019;SPC AZ E     -   312,093.789   144,965.906   MT  0.99995765   -0 24 40.0
 DU2019;SPC AZ E     - 1,023,929.75    475,609.93   iFT  0.99995765   -0 24 40.0
 DU2019;UTM  12      - 3,741,360.803   508,752.433   MT  0.99960094   +0 03 09.5
 DU2019
 DU2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2019!SPC AZ E     -   0.99963607  x   0.99995765  =   0.99959373
 DU2019!UTM  12      -   0.99963607  x   0.99960094  =   0.99923715
 DU2019
 DU2019|---------------------------------------------------------------------|
 DU2019| PID    Reference Object                     Distance      Geod. Az  |
 DU2019|                                                           dddmmss.s |
 DU2019| CD1539 AZTEC RM 1                            4.791 METERS 20633     |
 DU2019| CR5359 AZTEC LOH                            14.423 METERS 27442     |
 DU2019| CD1540 AZTEC RM 2                            6.998 METERS 30654     |
 DU2019| DU2020 MURPHY                              APPROX. 1.5 KM 3334759.8 |
 DU2019|---------------------------------------------------------------------|
 DU2019
 DU2019                          SUPERSEDED SURVEY CONTROL
 DU2019
 DU2019  NAD 83(1992)-  33 48 44.68057(N)    110 54 19.54912(W) AD(       ) 1
 DU2019  NAD 83(1986)-  33 48 44.67530(N)    110 54 19.55271(W) AD(       ) 1
 DU2019  NAD 27      -  33 48 44.49700(N)    110 54 17.13050(W) AD(       ) 1
 DU2019  NGVD 29 (07/19/86) 2343.6    (m)         7689.     (f) VERT ANG       
 DU2019
 DU2019.Superseded values are not recommended for survey control.
 DU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2019.See file dsdata.txt to determine how the superseded data were derived.
 DU2019
 DU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0875241361(NAD 83)
 DU2019_MARKER: DS = TRIANGULATION STATION DISK
 DU2019_SETTING: 66 = SET IN ROCK OUTCROP
 DU2019_STAMPING: AZTEC 1932
 DU2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2019+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DU2019
 DU2019  HISTORY     - Date     Condition        Report By
 DU2019  HISTORY     - 1938     MONUMENTED       CGS
 DU2019  HISTORY     - 1947     GOOD             CGS
 DU2019  HISTORY     - 1947     GOOD             USGS
 DU2019  HISTORY     - 1968     GOOD             CGS
 DU2019  HISTORY     - 20030814 GOOD             AZ-007
 DU2019
 DU2019                          STATION DESCRIPTION
 DU2019
 DU2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2019'STATION IS ABOUT 20 MILES S OF YOUNG, ARIZONA, AND 28-1/2 MILES
 DU2019'NNW OF GLOBE, ARIZONA, AND ON E RIM OF AZTEC PEAK ABOUT 42 FEET
 DU2019'E OF LOOKOUT STATION ON PEAK.  IT IS NOT ON HIGHEST POINT OF
 DU2019'PEAK.  THERE IS A STEEP CLIFF TO E WITH A SHEER DROP-OFF.
 DU2019'
 DU2019'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2019'OUTCROPPING BEDROCK.
 DU2019'
 DU2019'TO REACH FROM YOUNG, ARIZONA, GO S ON MAIN-TRAVELED ROAD (ROAD
 DU2019'TO GLOBE, ARIZONA) 22.0 MILES TO AZTEC LODGE ON E SIDE OF ROAD.
 DU2019'ABOUT 150 YARDS BEFORE REACHING LODGE AND JUST N OF A SMALL BRIDGE
 DU2019'TURN L, E, ON A TRACK ROAD AND CONTINUE ON TRACK ROAD ABOUT 1.0
 DU2019'MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK ON GOOD TRAIL
 DU2019'FOLLOWING SIGNS TO TOP OF AZTEC PEAK AND STATION SITE.
 DU2019'
 DU2019'REFERENCE MARK NO. 1 IS SSW OF STATION AND ABOUT 2 FEET LOWER
 DU2019'IN ELEVATION.  REFERENCE MARK NO. 2 IS NW OF STATION AND ABOUT 3
 DU2019'FEET LOWER IN ELEVATION.
 DU2019'
 DU2019'MURPHY IS USED AS A RECIPROCAL AZIMUTH MARK.
 DU2019
 DU2019                          STATION RECOVERY (1947)
 DU2019
 DU2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2019'STATION AND MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DU2019'CONDITION WITH THE EXCEPTION OF DISTANCES AND DIRECTIONS TO BOTH
 DU2019'REFERENCE MARKS.  THE CORRECT DISTANCES AND DIRECTIONS FOUND
 DU2019'BELOW.
 DU2019'
 DU2019'THE STATION IS LOCATED ABOUT 28.5 MILES AIRLINE NORTH-NORTHWEST
 DU2019'OF GLOBE, ABOUT 20 MILES AIRLINE SOUTH OF YOUNG, ON THE LEDGE TO
 DU2019'EAST OF HIGHEST POINT OF AZTEC PEAK, 16 PACES EAST OF THE
 DU2019'NORTHEAST CORNER OF LOOKOUT HOUSE AND APPROXIMATELY 6 FEET LOWER,
 DU2019'A BRONZE DISK SET IN BEDROCK FLUSH AND STAMPED--AZTEC 1938.
 DU2019'
 DU2019'REFERENCE MARK NO. 1 IS A BRONZE DISK APPROXIMATELY 6 INCHES HIGHER
 DU2019'THAN STATION, 4 PACES NORTHEAST OF A WATER TANK, SET FLUSH IN
 DU2019'OUTCROPPING BEDROCK AND STAMPED--AZTEC NO 1 1938.
 DU2019'
 DU2019'REFERENCE MARK NO. 2 IS A BRONZE DISK APPROXIMATELY 18 INCHES
 DU2019'HIGHER THAN STATION, 10 PACES NORTHEAST OF THE NORTHEAST CORNER
 DU2019'OF THE LOOKOUT HOUSE SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2019'APPROXIMATELY 10 INCHES.  THE MARK IS STAMPED--AZTEC NO 2 1938.
 DU2019'
 DU2019'TRIANGULATION STATION MURPHY 1938 WAS USED AS THE AZIMUTH MARK.
 DU2019'
 DU2019'TO REACH FROM POST OFFICE IN YOUNG.  GO SOUTH ON THE MAIN
 DU2019'TRAVELED ROAD TOWARD GLOBE FOR 22 MILES TO THE AZTEC LODGE ON THE
 DU2019'EAST SIDE OF ROAD.  ABOUT 150 YARDS BEFORE REACHING LODGE AND
 DU2019'JUST NORTH OF A SMALL BRIDGE TURN LEFT (EAST) ON A TRACK ROAD
 DU2019'AND GO APPROXIMATELY 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM
 DU2019'THIS POINT PACK ALONG GOOD TRAIL FOLLOWING SIGNS TO TOP OF
 DU2019'AZTEC PEAK AND STATION SITE AS DESCRIBED ABOVE.  A 2-1/2 HOUR
 DU2019'PACK.
 DU2019'
 DU2019'THE STATION ALSO REACHED FROM GLOBE BY GOING ON MAIN HIGHWAY FOR
 DU2019'3.3 MILES TO THE JUNCTION OF STATE HIGHWAY 88 (THE APACHE TRAIL).
 DU2019'TURN RIGHT (NORTH) AND FOLLOW THIS ROAD FOR 47 MILES TO THE
 DU2019'AZTEC LODGE ON RIGHT (EAST) SIDE OF ROAD.
 DU2019'
 DU2019'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 DU2019
 DU2019                          STATION RECOVERY (1947)
 DU2019
 DU2019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU2019'RECOVERED AS DESCRIBED BY NGS.
 DU2019
 DU2019                          STATION RECOVERY (1968)
 DU2019
 DU2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU2019'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DU2019'
 DU2019'THE STATION MAY BE REACHED FROM YOUNG BY GOING SOUTH ON THE
 DU2019'MAIN TRAVELLED ROAD (THE GLOBE-YOUNG HIGHWAY) FOR 22 MILES TO
 DU2019'WORKMAN CREEK.  HERE TURN LEFT (EAST) AND FOLLOW THE ROAD UP
 DU2019'WORKMAN CREEK TO THE AZTEC LOOKOUT HOUSE.  THE STATION IS LOCATED
 DU2019'16 PACES EAST OF THE FOUNDATION OF THE OLD LOOKOUT HOUSE.  THIS
 DU2019'FOUNDATION IS ON THE EDGE OF A BLUFF ABOUT 1/4 MILE FROM THE NEW
 DU2019'LOOKOUT WHERE THE ROAD TURNS WEST GOING TO THE NEW HOUSE.
 DU2019'
 DU2019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DU2019'SOUTH OF YOUNG, ARIZONA
 DU2019
 DU2019                          STATION RECOVERY (2003)
 DU2019
 DU2019'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU2019'NEW STATION DESCRIPTION  (2003)
 DU2019' 
 DU2019'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU2019' 
 DU2019'BEGINNING AT THE ANTLERS CAFE IN YOUNG, TRAVEL SOUTH ON FS-288, 21.6
 DU2019'MILES TO THE FS-487 (WORKMAN CREEK RECREATIONAL AREA).  TURN LEFT AND
 DU2019'TRAVEL 6.7 MILES, (THROUGH A LOCKED GATE) TO THE TOP OF AZTEC PEAK,
 DU2019'TURN LEFT ON A SMALL DIRT ROAD. THE MONUMENT IS STRAIGHT AHEAD OVER
 DU2019'THE EDGE.
 DU2019' 
 DU2019'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0843 ***********************************************************************
 ES0843  DESIGNATION -  AZTEC
 ES0843  PID         -  ES0843
 ES0843  STATE/COUNTY-  AZ/COCONINO
 ES0843  USGS QUAD   -  QUAYLE HILL (1971)
 ES0843
 ES0843                         *CURRENT SURVEY CONTROL
 ES0843  ___________________________________________________________________
 ES0843* NAD 83(1992)-  34 38 25.05116(N)    111 06 38.79224(W)     ADJUSTED  
 ES0843* NAVD 88     -      2076.8    (meters)    6814.     (feet)  VERTCON   
 ES0843  ___________________________________________________________________
 ES0843  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ES0843  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0843
 ES0843  HORZ ORDER  -  SECOND
 ES0843
 ES0843.The horizontal coordinates were established by classical geodetic methods
 ES0843.and adjusted by the National Geodetic Survey in August 1993..
 ES0843
 ES0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0843
 ES0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0843
 ES0843.The geoid height was determined by GEOID03.
 ES0843
 ES0843;                    North         East     Units Scale Factor Converg.
 ES0843;SPC AZ C     -   403,968.537   287,242.292   MT  0.99996726   +0 27 29.2
 ES0843;SPC AZ C     - 1,325,356.09    942,395.97   iFT  0.99996726   +0 27 29.2
 ES0843;UTM  12      - 3,833,159.575   489,847.502   MT  0.99960127   -0 03 46.7
 ES0843
 ES0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0843!SPC AZ C     -   0.99967780  x   0.99996726  =   0.99964507
 ES0843!UTM  12      -   0.99967780  x   0.99960127  =   0.99927920
 ES0843
 ES0843:                Primary Azimuth Mark                     Grid Az
 ES0843:SPC AZ C     -  VALS                                     009 45 12.4
 ES0843:UTM  12      -  VALS                                     010 16 28.3
 ES0843
 ES0843|---------------------------------------------------------------------|
 ES0843| PID    Reference Object                     Distance      Geod. Az  |
 ES0843|                                                           dddmmss.s |
 ES0843| ES0885 VALS                                APPROX. 1.3 KM 0101241.6 |
 ES0843| ES0878 SINK HOLE                           APPROX. 0.7 KM 1755533.2 |
 ES0843|---------------------------------------------------------------------|
 ES0843
 ES0843                          SUPERSEDED SURVEY CONTROL
 ES0843
 ES0843  NAD 83(1986)-  34 38 25.04455(N)    111 06 38.79622(W) AD(       ) 2
 ES0843  NGVD 29 (07/10/87) 2075.8    (m)         6810.     (f) VERT ANG       
 ES0843
 ES0843.Superseded values are not recommended for survey control.
 ES0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0843.See file dsdata.txt to determine how the superseded data were derived.
 ES0843
 ES0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8984833160(NAD 83)
 ES0843_MARKER: DS = TRIANGULATION STATION DISK
 ES0843_SETTING: 80 = SET IN A BOULDER
 ES0843_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0843+STABILITY: SURFACE MOTION
 ES0843
 ES0843  HISTORY     - Date     Condition        Report By
 ES0843  HISTORY     - 1981     MONUMENTED       AZDT
 ES0843  HISTORY     - 19980813 GOOD             USPSQD
 ES0843
 ES0843                          STATION DESCRIPTION
 ES0843
 ES0843'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0843'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0843'STATION ALONG ARIZONA HIGHWAY 87.
 ES0843'
 ES0843'THE STATION MARK IS AN AZDT DISK STAMPED---AZTEC 1981---SET IN A
 ES0843'DRILLHOLE IN A BOULDER 35 FEET WEST OF THE HIGHWAY AND 8 FEET EAST OF
 ES0843'A CAIRN.
 ES0843'
 ES0843'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0843'
 ES0843'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0843'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0843'CONTINUE NORTH ALONG THE HIGHWAY FOR 5.05 MILES TO A GRAVELED ROAD ON
 ES0843'THE RIGHT THAT LEADS TO A SUBDIVISION, CONTINUE NORTH ALONG SR 87 FOR
 ES0843'0.3 MILE TO THE STATION ON THE LEFT.
 ES0843
 ES0843                          STATION RECOVERY (1998)
 ES0843
 ES0843'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1404 ***********************************************************************
 DA1404  DESIGNATION -  AZTEC TANK
 DA1404  PID         -  DA1404
 DA1404  STATE/COUNTY-  AZ/YUMA
 DA1404  USGS QUAD   -  AZTEC HILLS (1982)
 DA1404
 DA1404                         *CURRENT SURVEY CONTROL
 DA1404  ___________________________________________________________________
 DA1404* NAD 83(1992)-  32 49 26.24483(N)    113 26 45.58298(W)     ADJUSTED  
 DA1404* NAVD 88     -                                                        
 DA1404  ___________________________________________________________________
 DA1404  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1404  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1404
 DA1404  HORZ ORDER  -  THIRD
 DA1404
 DA1404.The horizontal coordinates were established by classical geodetic methods
 DA1404.and adjusted by the National Geodetic Survey in August 1993..
 DA1404
 DA1404
 DA1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1404
 DA1404.The geoid height was determined by GEOID03.
 DA1404
 DA1404;                    North         East     Units Scale Factor Converg.
 DA1404;SPC AZ W     -   202,277.481   241,824.663   MT  0.99994332   +0 09 53.2
 DA1404;SPC AZ W     -   663,640.03    793,388.00   iFT  0.99994332   +0 09 53.2
 DA1404;SPC AZ C     -   203,265.879    70,163.427   MT  1.00015276   -0 49 44.9
 DA1404;SPC AZ C     -   666,882.81    230,194.97   iFT  1.00015276   -0 49 44.9
 DA1404;UTM  12      - 3,634,421.402   271,023.722   MT  1.00024653   -1 19 35.2
 DA1404
 DA1404                          SUPERSEDED SURVEY CONTROL
 DA1404
 DA1404  NAD 83(1986)-  32 49 26.23934(N)    113 26 45.58869(W) AD(       ) 4
 DA1404  NAD 27      -  32 49 26.06500(N)    113 26 42.90300(W) AD(       ) 3
 DA1404
 DA1404.Superseded values are not recommended for survey control.
 DA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1404.See file dsdata.txt to determine how the superseded data were derived.
 DA1404
 DA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7102434421(NAD 83)
 DA1404_MARKER: 51 = TANK
 DA1404
 DA1404  HISTORY     - Date     Condition        Report By
 DA1404  HISTORY     - 1934     FIRST OBSERVED   CGS
 DA1404  HISTORY     - 1967     SEE DESCRIPTION  AMS
 DA1404
 DA1404                          STATION DESCRIPTION
 DA1404
 DA1404'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1967
 DA1404'STATION DESTROYED.  THE WATER TANK WAS DISMANTLED AND RECONSTRUCTED
 DA1404'IN THE LATE 1950S IN A NEW LOCATION AND THE 1934 POSITION HAS
 DA1404'BEEN LOST.
 DA1404'
 DA1404'THE NEW TANK HAS BEEN USED BY USC AND GS AS AN AZIMUTH FEATURE
 DA1404'IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0875 ***********************************************************************
 DV0875  DESIGNATION -  B
 DV0875  PID         -  DV0875
 DV0875  STATE/COUNTY-  AZ/MARICOPA
 DV0875  USGS QUAD   -  WINTERSBURG (1984)
 DV0875
 DV0875                         *CURRENT SURVEY CONTROL
 DV0875  ___________________________________________________________________
 DV0875* NAD 83(1986)-  33 27 27.     (N)    112 45 12.     (W)     SCALED    
 DV0875* NAVD 88     -       325.26   (+/-2cm)    1067.1    (feet)  VERTCON   
 DV0875  ___________________________________________________________________
 DV0875  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0875
 DV0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0875
 DV0875.The horizontal coordinates were scaled from a topographic map and have
 DV0875.an estimated accuracy of +/- 6 seconds.
 DV0875
 DV0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0875.The vertical order pertains to the NGVD 29 superseded value.
 DV0875
 DV0875.The geoid height was determined by GEOID03.
 DV0875
 DV0875;                    North         East    Units  Estimated Accuracy
 DV0875;SPC AZ C     -   272,800.      135,580.      MT  (+/- 180 meters Scaled)
 DV0875
 DV0875                          SUPERSEDED SURVEY CONTROL
 DV0875
 DV0875  NGVD 29 (??/??/92)  324.624  (m)         1065.04   (f) ADJ UNCH    2 0
 DV0875
 DV0875.Superseded values are not recommended for survey control.
 DV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0875.See file dsdata.txt to determine how the superseded data were derived.
 DV0875
 DV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC370033(NAD 83)
 DV0875_MARKER: DD = SURVEY DISK
 DV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0875+STABILITY: SURFACE MOTION
 DV0875
 DV0875  HISTORY     - Date     Condition        Report By
 DV0875  HISTORY     - 1962     MONUMENTED       AZHD
 DV0875  HISTORY     - 1962     GOOD             NGS
 DV0875
 DV0875                          STATION DESCRIPTION
 DV0875
 DV0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0875'12.45 MI SE FROM TONOPAH.
 DV0875'0.7 MILE EAST-SOUTHEAST OF Y 415 73.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0875'DISK STAMPED B 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0875'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0875'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0006 ***********************************************************************
 EU0006  DESIGNATION -  B
 EU0006  PID         -  EU0006
 EU0006  STATE/COUNTY-  AZ/MOHAVE
 EU0006  USGS QUAD   -  TOPOCK (1970)
 EU0006
 EU0006                         *CURRENT SURVEY CONTROL
 EU0006  ___________________________________________________________________
 EU0006* NAD 83(1986)-  34 44 23.     (N)    114 27 18.     (W)     SCALED    
 EU0006* NAVD 88     -       162.21   (+/-2cm)     532.2    (feet)  VERTCON   
 EU0006  ___________________________________________________________________
 EU0006  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EU0006
 EU0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0006
 EU0006.The horizontal coordinates were scaled from a topographic map and have
 EU0006.an estimated accuracy of +/- 6 seconds.
 EU0006
 EU0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0006.The vertical order pertains to the NGVD 29 superseded value.
 EU0006
 EU0006.The geoid height was determined by GEOID03.
 EU0006
 EU0006;                    North         East    Units  Estimated Accuracy
 EU0006;SPC AZ W     -   414,940.      148,800.      MT  (+/- 180 meters Scaled)
 EU0006
 EU0006                          SUPERSEDED SURVEY CONTROL
 EU0006
 EU0006  NGVD 29 (??/??/??)  161.560  (m)          530.05   (f) ADJUSTED    1 2
 EU0006
 EU0006.Superseded values are not recommended for survey control.
 EU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0006.See file dsdata.txt to determine how the superseded data were derived.
 EU0006
 EU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU329471(NAD 83)
 EU0006_MARKER: B = BOLT
 EU0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0006_SP_SET: CULVERT COPING
 EU0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0006
 EU0006  HISTORY     - Date     Condition        Report By
 EU0006  HISTORY     - UNK      MONUMENTED       CGS
 EU0006  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0006
 EU0006                          STATION DESCRIPTION
 EU0006
 EU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0006'2.3 MI E FROM TOPOCK.
 EU0006'2.3 MILES EAST ALONG THE A.T. AND S.F. RAILWAY FROM THE STATION
 EU0006'AT TOPOCK, MOHAVE COUNTY, AT MILEPOST 563-1/2, IN THE TOP OF THE
 EU0006'NORTH CORNER OF THE COPING STONE OF CULVERT B 564, 0.9 FEET
 EU0006'FROM THE FACE, 0.9 FEET FROM THE END OF THE COPING AND 14-1/2
 EU0006'FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK.  A COPPER
 EU0006'BOLT.  NOTE-- IT WAS REPORTED IN 1934 THAT THE MARK HAD POSSIBLY
 EU0006'BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0558 ***********************************************************************
 CG0558  DESIGNATION -  B
 CG0558  PID         -  CG0558
 CG0558  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0558  USGS QUAD   -  AMADO (1981)
 CG0558
 CG0558                         *CURRENT SURVEY CONTROL
 CG0558  ___________________________________________________________________
 CG0558* NAD 83(1986)-  31 43 10.     (N)    111 03 44.     (W)     SCALED    
 CG0558* NAVD 88     -       937.937  (meters)    3077.22   (feet)  ADJUSTED  
 CG0558  ___________________________________________________________________
 CG0558  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0558  DYNAMIC HT  -         936.552 (meters)    3072.67  (feet)  COMP
 CG0558  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 CG0558
 CG0558  VERT ORDER  -  FIRST     CLASS II
 CG0558
 CG0558.The horizontal coordinates were scaled from a topographic map and have
 CG0558.an estimated accuracy of +/- 6 seconds.
 CG0558
 CG0558.The orthometric height was determined by differential leveling
 CG0558.and adjusted by the National Geodetic Survey in June 1991..
 CG0558
 CG0558.The geoid height was determined by GEOID03.
 CG0558
 CG0558.The dynamic height is computed by dividing the NAVD 88
 CG0558.geopotential number by the normal gravity value computed on the
 CG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0558.degrees latitude (g = 980.6199 gals.).
 CG0558
 CG0558.The modeled gravity was interpolated from observed gravity values.
 CG0558
 CG0558;                    North         East    Units  Estimated Accuracy
 CG0558;SPC AZ C     -    80,080.      294,340.      MT  (+/- 180 meters Scaled)
 CG0558
 CG0558                          SUPERSEDED SURVEY CONTROL
 CG0558
 CG0558  NGVD 29 (??/??/92)  937.148  (m)         3074.63   (f) ADJ UNCH    1 2
 CG0558
 CG0558.Superseded values are not recommended for survey control.
 CG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0558.See file dsdata.txt to determine how the superseded data were derived.
 CG0558
 CG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941093(NAD 83)
 CG0558_MARKER: DD = SURVEY DISK
 CG0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0558_SP_SET: BRIDGE
 CG0558_STAMPING: B 3074.74 1568+06.72 1953
 CG0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0558
 CG0558  HISTORY     - Date     Condition        Report By
 CG0558  HISTORY     - 1953     MONUMENTED       AZHD
 CG0558  HISTORY     - 1959     GOOD             NGS
 CG0558  HISTORY     - 1979     GOOD             USGS
 CG0558  HISTORY     - 1980     GOOD             NGS
 CG0558
 CG0558                          STATION DESCRIPTION
 CG0558
 CG0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0558'0.1 MI S FROM AMADO.
 CG0558'0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0558'0.1 MILE SOUTH OF MILEPOST 30, 20.8 FEET WEST OF THE CENTER OF THE
 CG0558'HIGHWAY, CEMENTED IN THE NORTH END OF A LARGE CONCRETE BRIDGE, 3.0
 CG0558'FEET SOUTH OF THE NORTH END OF THE WEST CURB AND ABOUT 1 FOOT HIGHER
 CG0558'THAN THE HIGHWAY.
 CG0558
 CG0558                          STATION RECOVERY (1979)
 CG0558
 CG0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0558'0.4 MILES SOUTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD; 20.8 FEET WEST
 CG0558'OF FRONTAGE ROAD, 3 FEET SOUTH OF NORTH END OF CRUB, CEMENTED IN
 CG0558'NORTHWEST CORNER OF BRIDGE, 1 FOOT HIGHER THAN CENTERLINE OF ROAD.
 CG0558
 CG0558                          STATION RECOVERY (1980)
 CG0558
 CG0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0558'0.5 KILOMETER (0.35 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0558'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0558'AT A CONCRETE BRIDGE OVER SOPORI WASH, IN THE TOP OF THE NORTH
 CG0558'END OF THE WEST CURB, 6.5 METERS (21.2 FEET) WEST OF THE
 CG0558'CENTERLINE OF THE FRONTAGE ROAD FORMER U.S. HIGHWAY 89, 0.9 METER
 CG0558'(3.0 FEET) SOUTH OF THE NORTH END OF THE CURB.
 CG0558'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0569 ***********************************************************************
 FS0569  DESIGNATION -  B 1
 FS0569  PID         -  FS0569
 FS0569  STATE/COUNTY-  AZ/MOHAVE
 FS0569  USGS QUAD   -  KINGMAN (1980)
 FS0569
 FS0569                         *CURRENT SURVEY CONTROL
 FS0569  ___________________________________________________________________
 FS0569* NAD 83(1986)-  35 11 18.     (N)    114 03 10.     (W)     SCALED    
 FS0569* NAVD 88     -      1015.700  (meters)    3332.34   (feet)  POSTED    
 FS0569  ___________________________________________________________________
 FS0569  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0569  DYNAMIC HT  -        1014.500 (meters)    3328.41  (feet)  COMP
 FS0569  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 FS0569
 FS0569  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0569
 FS0569.The horizontal coordinates were scaled from a topographic map and have
 FS0569.an estimated accuracy of +/- 6 seconds.
 FS0569
 FS0569.The orthometric height was determined by differential leveling
 FS0569.and adjusted by the National Geodetic Survey in 1992..
 FS0569.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0569.rate of 2.1 thru 3.0 mm/km.
 FS0569
 FS0569.The geoid height was determined by GEOID03.
 FS0569
 FS0569.The dynamic height is computed by dividing the NAVD 88
 FS0569.geopotential number by the normal gravity value computed on the
 FS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0569.degrees latitude (g = 980.6199 gals.).
 FS0569
 FS0569.The modeled gravity was interpolated from observed gravity values.
 FS0569
 FS0569;                    North         East    Units  Estimated Accuracy
 FS0569;SPC AZ W     -   464,520.      185,790.      MT  (+/- 180 meters Scaled)
 FS0569
 FS0569                          SUPERSEDED SURVEY CONTROL
 FS0569
 FS0569  NGVD 29 (??/??/92) 1014.917  (m)         3329.77   (f) ADJ UNCH    1 2
 FS0569
 FS0569.Superseded values are not recommended for survey control.
 FS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0569.See file dsdata.txt to determine how the superseded data were derived.
 FS0569
 FS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU683979(NAD 83)
 FS0569_MARKER: DB = BENCH MARK DISK
 FS0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0569+STABILITY: SURFACE MOTION
 FS0569
 FS0569  HISTORY     - Date     Condition        Report By
 FS0569  HISTORY     - UNK      MONUMENTED       CGS
 FS0569  HISTORY     - 1935     GOOD             NGS
 FS0569  HISTORY     - 1942     POOR             NGS
 FS0569  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0569
 FS0569                          STATION DESCRIPTION
 FS0569
 FS0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0569'AT KINGMAN.
 FS0569'AT KINGMAN, MOHAVE COUNTY, OPPOSITE THE ATCHISON TOPEKA AND SANTA
 FS0569'FE RAILWAY STATION, 234 FEET EAST OF THE CENTERLINE OF FOURTH
 FS0569'STREET, 51 FEET SOUTH OF THE CENTERLINE OF FRONT STREET, AND 18
 FS0569'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK FENCE.
 FS0569'THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A RED SANDSTONE POST
 FS0569'LETTERED USBM AND PROJECTING 0.7 FOOT ABOVE GROUND.  NOTE-- THE
 FS0569'POST HAD BEEN RUN OVER BY CARS AND ONE CORNER OF THE STONE HAS
 FS0569'BEEN BROKEN OFF.  THE LETTER U IS ALL THAT CAN BE READ.
 FS0569
 FS0569                          STATION RECOVERY (1942)
 FS0569
 FS0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 FS0569'MARK RECOVERED IN POOR CONDITION.
 FS0569
 FS0569                          STATION RECOVERY (1982)
 FS0569
 FS0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0569'NOT RECOVERED, AREA IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0079 ***********************************************************************
 CG0079  DESIGNATION -  B 1 P
 CG0079  PID         -  CG0079
 CG0079  STATE/COUNTY-  AZ/COCHISE
 CG0079  USGS QUAD   -  BENSON (1983)
 CG0079
 CG0079                         *CURRENT SURVEY CONTROL
 CG0079  ___________________________________________________________________
 CG0079* NAD 83(1992)-  31 58 30.19473(N)    110 19 18.93379(W)     ADJUSTED  
 CG0079* NAVD 88     -      1158.47   (+/-2cm)    3800.7    (feet)  VERTCON   
 CG0079  ___________________________________________________________________
 CG0079  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CG0079  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0079
 CG0079  HORZ ORDER  -  THIRD
 CG0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0079
 CG0079.The horizontal coordinates were established by classical geodetic methods
 CG0079.and adjusted by the National Geodetic Survey in August 1993..
 CG0079
 CG0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0079.The vertical order pertains to the NGVD 29 superseded value.
 CG0079
 CG0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0079
 CG0079.The geoid height was determined by GEOID03.
 CG0079
 CG0079;                    North         East     Units Scale Factor Converg.
 CG0079;SPC AZ E     -   108,111.661   198,686.542   MT  0.99990265   -0 04 56.0
 CG0079;SPC AZ E     -   354,697.05    651,858.73   iFT  0.99990265   -0 04 56.0
 CG0079;SPC AZ C     -   109,212.104   364,086.376   MT  1.00018010   +0 50 40.8
 CG0079;SPC AZ C     -   358,307.43  1,194,509.11   iFT  1.00018010   +0 50 40.8
 CG0079;UTM  12      - 3,537,871.389   564,065.705   MT  0.99965062   +0 21 32.7
 CG0079
 CG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0079!SPC AZ E     -   0.99982251  x   0.99990265  =   0.99972517
 CG0079!SPC AZ C     -   0.99982251  x   1.00018010  =   1.00000257
 CG0079!UTM  12      -   0.99982251  x   0.99965062  =   0.99947319
 CG0079
 CG0079|---------------------------------------------------------------------|
 CG0079| PID    Reference Object                     Distance      Geod. Az  |
 CG0079|                                                           dddmmss.s |
 CG0079| CC5993 B 1 P RM 1                           11.271 METERS 21251     |
 CG0079| CG0969 A TRAVERSE HUB                      421.118 METERS 2500732.1 |
 CG0079| CC5994 B 1 P RM 2                           12.814 METERS 30026     |
 CG0079|---------------------------------------------------------------------|
 CG0079
 CG0079                          SUPERSEDED SURVEY CONTROL
 CG0079
 CG0079  NAD 83(1986)-  31 58 30.18922(N)    110 19 18.92854(W) AD(       ) 3
 CG0079  NAD 27      -  31 58 29.89070(N)    110 19 16.67180(W) AD(       ) 3
 CG0079  NGVD 29 (??/??/92) 1157.687  (m)         3798.18   (f) ADJ UNCH    2 0
 CG0079
 CG0079.Superseded values are not recommended for survey control.
 CG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0079.See file dsdata.txt to determine how the superseded data were derived.
 CG0079
 CG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6406637871(NAD 83)
 CG0079_MARKER: DD = SURVEY DISK
 CG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0079_STAMPING: B-1 AHD-P
 CG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0079+STABILITY: SURFACE MOTION
 CG0079
 CG0079  HISTORY     - Date     Condition        Report By
 CG0079  HISTORY     - 1960     MONUMENTED       AZHD
 CG0079  HISTORY     - 1960     GOOD             NGS
 CG0079  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0079
 CG0079                          STATION DESCRIPTION
 CG0079
 CG0079'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960 (NES)
 CG0079'STATION IS LOCATED ON THE EAST END OF A LOW PROMINENT RIDGE
 CG0079'ABOUT 2 MILES WEST OF BENSON.
 CG0079'
 CG0079'REACHED FROM THE POST OFFICE IN BENSON BY GOING WESTERLY ON STATE
 CG0079'HIGHWAY 86 FOR 1.4 MILES TO A SIDE ROAD RIGHT (THIS IS 0.3
 CG0079'MILE WEST OF MILEPOST 252), TURN RIGHT PASSING THROUGH WRECKING
 CG0079'YARD, FOR 0.15 MILE TO FORKS, TAKE LEFT FORK, WEST, GOING UP
 CG0079'STEEP GRADE FOR 0.25 MILE TO SUMMIT OF RIDGE AND STATION ON
 CG0079'THE LEFT.
 CG0079'
 CG0079'STATION MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BRASS
 CG0079'PIN, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0079'1 INCH AND STAMPED B 1 AHD-P.  IT IS 28 FEET SOUTH OF THE CENTER
 CG0079'OF A TRACK ROAD.
 CG0079'
 CG0079'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED B 1 AHD-P NO 1
 CG0079'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0079'PROJECTING 3 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER OF
 CG0079'THE TRACK ROAD.
 CG0079'
 CG0079'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED B 1 AHD-P NO 2
 CG0079'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0079'PROJECTING 3 INCHES.  IT IS 13 FEET NORTH OF THE CENTER OF
 CG0079'THE TRACK ROAD.
 CG0079'
 CG0079'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  TRIANGULATION
 CG0079'STATION SPAN MAY BE USED.
 CG0079
 CG0079                          STATION RECOVERY (1960)
 CG0079
 CG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0079'1.8 MI W FROM BENSON.
 CG0079'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0079'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0079'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  STATION IS 28.0 FEET
 CG0079'SOUTH OF CENTER OF TRACK ROAD, SET IN THE TOP OF A 10-INCH SQUARE
 CG0079'CONCRETE POST PROJECTING 1 INCH.
 CG0079
 CG0079                          STATION RECOVERY (1974)
 CG0079
 CG0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JJW)
 CG0079'THE MARK MAY HAVE BEEN DESTROYED WHEN THE NEW INTERSTATE HIGHWAY WAS
 CG0079'CONSTRUCTED.
 CG0079'
 CG0079'STATION IS LOCATED ON THE EAST END OF A LOW PROMINENT RIDGE 2 MILES
 CG0079'WEST OF BENSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0080 ***********************************************************************
 CG0080  DESIGNATION -  B 1 P RM 1
 CG0080  PID         -  CG0080
 CG0080  STATE/COUNTY-  AZ/COCHISE
 CG0080  USGS QUAD   -  BENSON (1983)
 CG0080
 CG0080                         *CURRENT SURVEY CONTROL
 CG0080  ___________________________________________________________________
 CG0080* NAD 83(1986)-  31 58 30.     (N)    110 19 19.     (W)     SCALED    
 CG0080* NAVD 88     -      1158.39   (+/-2cm)    3800.5    (feet)  VERTCON   
 CG0080  ___________________________________________________________________
 CG0080  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0080
 CG0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0080
 CG0080.The horizontal coordinates were scaled from a topographic map and have
 CG0080.an estimated accuracy of +/- 6 seconds.
 CG0080
 CG0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0080.The vertical order pertains to the NGVD 29 superseded value.
 CG0080
 CG0080.The geoid height was determined by GEOID03.
 CG0080
 CG0080;                    North         East    Units  Estimated Accuracy
 CG0080;SPC AZ E     -   108,110.      198,690.      MT  (+/- 180 meters Scaled)
 CG0080
 CG0080                          SUPERSEDED SURVEY CONTROL
 CG0080
 CG0080  NGVD 29 (??/??/92) 1157.601  (m)         3797.90   (f) ADJ UNCH    2 0
 CG0080
 CG0080.Superseded values are not recommended for survey control.
 CG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0080.See file dsdata.txt to determine how the superseded data were derived.
 CG0080
 CG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640378(NAD 83)
 CG0080_MARKER: DR = REFERENCE MARK DISK
 CG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0080_STAMPING: B-1 AHD-P NO 1 1960
 CG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0080+STABILITY: SURFACE MOTION
 CG0080
 CG0080  HISTORY     - Date     Condition        Report By
 CG0080  HISTORY     - 1960     MONUMENTED       CGS
 CG0080
 CG0080                          STATION DESCRIPTION
 CG0080
 CG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0080'1.8 MI W FROM BENSON.
 CG0080'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0080'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0080'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  R M 1 IS 42.0 FEET
 CG0080'SOUTH OF CENTER OF TRACK ROAD, SET IN TOP OF A 10-INCH SQUARE CONCRETE
 CG0080'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0081 ***********************************************************************
 CG0081  DESIGNATION -  B 1 P RM 2
 CG0081  PID         -  CG0081
 CG0081  STATE/COUNTY-  AZ/COCHISE
 CG0081  USGS QUAD   -  BENSON (1983)
 CG0081
 CG0081                         *CURRENT SURVEY CONTROL
 CG0081  ___________________________________________________________________
 CG0081* NAD 83(1986)-  31 58 30.     (N)    110 19 19.     (W)     SCALED    
 CG0081* NAVD 88     -      1158.91   (+/-2cm)    3802.2    (feet)  VERTCON   
 CG0081  ___________________________________________________________________
 CG0081  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0081
 CG0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0081
 CG0081.The horizontal coordinates were scaled from a topographic map and have
 CG0081.an estimated accuracy of +/- 6 seconds.
 CG0081
 CG0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0081.The vertical order pertains to the NGVD 29 superseded value.
 CG0081
 CG0081.The geoid height was determined by GEOID03.
 CG0081
 CG0081;                    North         East    Units  Estimated Accuracy
 CG0081;SPC AZ E     -   108,110.      198,690.      MT  (+/- 180 meters Scaled)
 CG0081
 CG0081                          SUPERSEDED SURVEY CONTROL
 CG0081
 CG0081  NGVD 29 (??/??/92) 1158.120  (m)         3799.60   (f) ADJ UNCH    2 0
 CG0081
 CG0081.Superseded values are not recommended for survey control.
 CG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0081.See file dsdata.txt to determine how the superseded data were derived.
 CG0081
 CG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640378(NAD 83)
 CG0081_MARKER: DR = REFERENCE MARK DISK
 CG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0081_STAMPING: B-1 AHD-P NO 2 1960
 CG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0081+STABILITY: SURFACE MOTION
 CG0081
 CG0081  HISTORY     - Date     Condition        Report By
 CG0081  HISTORY     - 1960     MONUMENTED       CGS
 CG0081
 CG0081                          STATION DESCRIPTION
 CG0081
 CG0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0081'1.8 MI W FROM BENSON.
 CG0081'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0081'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0081'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  R M 2 IS 13.0 FEET
 CG0081'NORTH OF CENTER OF TRACK ROAD, SET IN THE TOP OF A 10-INCH SQUARE
 CG0081'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1061 ***********************************************************************
 DV1061  DESIGNATION -  B 10
 DV1061  PID         -  DV1061
 DV1061  STATE/COUNTY-  AZ/MARICOPA
 DV1061  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1061
 DV1061                         *CURRENT SURVEY CONTROL
 DV1061  ___________________________________________________________________
 DV1061* NAD 83(1986)-  33 10 46.     (N)    113 03 20.     (W)     SCALED    
 DV1061* NAVD 88     -       237.62   (+/-2cm)     779.6    (feet)  VERTCON   
 DV1061  ___________________________________________________________________
 DV1061  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1061
 DV1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1061
 DV1061.The horizontal coordinates were scaled from a topographic map and have
 DV1061.an estimated accuracy of +/- 6 seconds.
 DV1061
 DV1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1061.The vertical order pertains to the NGVD 29 superseded value.
 DV1061
 DV1061.The geoid height was determined by GEOID03.
 DV1061
 DV1061;                    North         East    Units  Estimated Accuracy
 DV1061;SPC AZ C     -   242,230.      107,150.      MT  (+/- 180 meters Scaled)
 DV1061
 DV1061                          SUPERSEDED SURVEY CONTROL
 DV1061
 DV1061  NGVD 29 (??/??/92)  237.014  (m)          777.60   (f) ADJ UNCH    1 2
 DV1061
 DV1061.Superseded values are not recommended for survey control.
 DV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1061.See file dsdata.txt to determine how the superseded data were derived.
 DV1061
 DV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB083730(NAD 83)
 DV1061_MARKER: DB = BENCH MARK DISK
 DV1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1061_STAMPING: 777.603 B 10 1927
 DV1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1061+STABILITY: SURFACE MOTION
 DV1061
 DV1061  HISTORY     - Date     Condition        Report By
 DV1061  HISTORY     - 1927     MONUMENTED       CGS
 DV1061
 DV1061                          STATION DESCRIPTION
 DV1061
 DV1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1061'21.2 MI E FROM AGUA.
 DV1061'21.2 MILES EAST OF AGUA. RR.STATION.  BRONZE DISC SET IN STANDARD
 DV1061'CONCRETE MONUMENT 100 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV1061'AND JUST INSIDE THE RIGHT-OF-WAY FENCE LINE.  14 TELEPHONE POLES EAST
 DV1061'OF MILEPOST 843.  1170 FEET EAST OF BRIDGE NO. 843 A.  500 FEET WEST
 DV1061'OF BRIDGE NO.843 B.  1.4 MILES EAST OF CENTER OF SIDING AT STATION
 DV1061'SADDLE.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 6 INCHES BELOW
 DV1061'TRACK LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0265 ***********************************************************************
 DU0265  DESIGNATION -  B 101
 DU0265  PID         -  DU0265
 DU0265  STATE/COUNTY-  AZ/GILA
 DU0265  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0265
 DU0265                         *CURRENT SURVEY CONTROL
 DU0265  ___________________________________________________________________
 DU0265* NAD 83(1986)-  33 24 23.     (N)    110 43 56.     (W)     SCALED    
 DU0265* NAVD 88     -      1105.143  (meters)    3625.79   (feet)  ADJUSTED  
 DU0265  ___________________________________________________________________
 DU0265  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU0265  DYNAMIC HT  -        1103.643 (meters)    3620.87  (feet)  COMP
 DU0265  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 DU0265
 DU0265  VERT ORDER  -  SECOND    CLASS 0
 DU0265
 DU0265.The horizontal coordinates were scaled from a topographic map and have
 DU0265.an estimated accuracy of +/- 6 seconds.
 DU0265
 DU0265.The orthometric height was determined by differential leveling
 DU0265.and adjusted by the National Geodetic Survey in June 1991..
 DU0265
 DU0265.The geoid height was determined by GEOID03.
 DU0265
 DU0265.The dynamic height is computed by dividing the NAVD 88
 DU0265.geopotential number by the normal gravity value computed on the
 DU0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0265.degrees latitude (g = 980.6199 gals.).
 DU0265
 DU0265.The modeled gravity was interpolated from observed gravity values.
 DU0265
 DU0265;                    North         East    Units  Estimated Accuracy
 DU0265;SPC AZ E     -   266,960.      160,760.      MT  (+/- 180 meters Scaled)
 DU0265
 DU0265                          SUPERSEDED SURVEY CONTROL
 DU0265
 DU0265  NGVD 29 (??/??/92) 1104.506  (m)         3623.70   (f) ADJ UNCH    2 0
 DU0265
 DU0265.Superseded values are not recommended for survey control.
 DU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0265.See file dsdata.txt to determine how the superseded data were derived.
 DU0265
 DU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB248963(NAD 83)
 DU0265_MARKER: DD = SURVEY DISK
 DU0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0265_STAMPING: B-101 1935
 DU0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0265+STABILITY: SURFACE MOTION
 DU0265
 DU0265  HISTORY     - Date     Condition        Report By
 DU0265  HISTORY     - 1935     MONUMENTED       USFS
 DU0265  HISTORY     - 1935     GOOD             NGS
 DU0265
 DU0265                          STATION DESCRIPTION
 DU0265
 DU0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0265'3.5 MI NE FROM GLOBE.
 DU0265'3.5 MI. N.E. OF, ALONG U.S. HWY NO. 60.  TOP OF A HILL, 0.5 MI. SOUTH
 DU0265'OF A 100 FT. CONCRETE BRIDGE, 60 FT. EAST OF THE CENTER LINE OF THE
 DU0265'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0353 ***********************************************************************
 DU0353  DESIGNATION -  B 102
 DU0353  PID         -  DU0353
 DU0353  STATE/COUNTY-  AZ/GILA
 DU0353  USGS QUAD   -  CHRYSOTILE (1966)
 DU0353
 DU0353                         *CURRENT SURVEY CONTROL
 DU0353  ___________________________________________________________________
 DU0353* NAD 83(1986)-  33 44 42.     (N)    110 33 04.     (W)     SCALED    
 DU0353* NAVD 88     -      1749.756  (meters)    5740.66   (feet)  ADJUSTED  
 DU0353  ___________________________________________________________________
 DU0353  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DU0353  DYNAMIC HT  -        1747.260 (meters)    5732.47  (feet)  COMP
 DU0353  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 DU0353
 DU0353  VERT ORDER  -  SECOND    CLASS 0
 DU0353
 DU0353.The horizontal coordinates were scaled from a topographic map and have
 DU0353.an estimated accuracy of +/- 6 seconds.
 DU0353
 DU0353.The orthometric height was determined by differential leveling
 DU0353.and adjusted by the National Geodetic Survey in June 1991..
 DU0353
 DU0353.The geoid height was determined by GEOID03.
 DU0353
 DU0353.The dynamic height is computed by dividing the NAVD 88
 DU0353.geopotential number by the normal gravity value computed on the
 DU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0353.degrees latitude (g = 980.6199 gals.).
 DU0353
 DU0353.The modeled gravity was interpolated from observed gravity values.
 DU0353
 DU0353;                    North         East    Units  Estimated Accuracy
 DU0353;SPC AZ E     -   304,440.      177,740.      MT  (+/- 180 meters Scaled)
 DU0353
 DU0353                          SUPERSEDED SURVEY CONTROL
 DU0353
 DU0353  NGVD 29 (??/??/92) 1749.060  (m)         5738.37   (f) ADJ UNCH    2 0
 DU0353
 DU0353.Superseded values are not recommended for survey control.
 DU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0353.See file dsdata.txt to determine how the superseded data were derived.
 DU0353
 DU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC415339(NAD 83)
 DU0353_MARKER: DD = SURVEY DISK
 DU0353_SETTING: 80 = SET IN A BOULDER
 DU0353_SP_SET: BOULDER
 DU0353_STAMPING: B-102 1935
 DU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0353+STABILITY: SURFACE MOTION
 DU0353
 DU0353  HISTORY     - Date     Condition        Report By
 DU0353  HISTORY     - 1935     MONUMENTED       USFS
 DU0353  HISTORY     - 1935     GOOD             NGS
 DU0353
 DU0353                          STATION DESCRIPTION
 DU0353
 DU0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0353'36.2 MI NE FROM GLOBE.
 DU0353'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 2.7 MI. N.W. ON ROAD
 DU0353'TO REGAL MINE.  NEAR THE TOP OF A HILL, 27 FT. WEST OF THE CENTER LINE
 DU0353'OF THE ROAD AND SET IN A LARGE RED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0488 ***********************************************************************
 ET0488  DESIGNATION -  B 103
 ET0488  PID         -  ET0488
 ET0488  STATE/COUNTY-  AZ/YAVAPAI
 ET0488  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0488
 ET0488                         *CURRENT SURVEY CONTROL
 ET0488  ___________________________________________________________________
 ET0488* NAD 83(1986)-  34 47 45.     (N)    112 50 56.     (W)     SCALED    
 ET0488* NAVD 88     -      1792.611  (meters)    5881.26   (feet)  POSTED    
 ET0488  ___________________________________________________________________
 ET0488  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ET0488  DYNAMIC HT  -        1790.150 (meters)    5873.18  (feet)  COMP
 ET0488  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 ET0488
 ET0488  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0488
 ET0488.The horizontal coordinates were scaled from a topographic map and have
 ET0488.an estimated accuracy of +/- 6 seconds.
 ET0488
 ET0488.The orthometric height was determined by differential leveling
 ET0488.and adjusted by the National Geodetic Survey in November 2005..
 ET0488.No vertical observational check was made to the station.
 ET0488.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0488.was located on a no-check spur therefore a value was not computed.
 ET0488
 ET0488.The geoid height was determined by GEOID03.
 ET0488
 ET0488.The dynamic height is computed by dividing the NAVD 88
 ET0488.geopotential number by the normal gravity value computed on the
 ET0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0488.degrees latitude (g = 980.6199 gals.).
 ET0488
 ET0488.The modeled gravity was interpolated from observed gravity values.
 ET0488
 ET0488;                    North         East    Units  Estimated Accuracy
 ET0488;SPC AZ C     -   421,320.      128,060.      MT  (+/- 180 meters Scaled)
 ET0488
 ET0488                          SUPERSEDED SURVEY CONTROL
 ET0488
 ET0488  NGVD 29 (??/??/92) 1791.668  (m)         5878.16   (f) ADJ UNCH    2 0
 ET0488
 ET0488.Superseded values are not recommended for survey control.
 ET0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0488.See file dsdata.txt to determine how the superseded data were derived.
 ET0488
 ET0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD308519(NAD 83)
 ET0488_MARKER: DD = SURVEY DISK
 ET0488_SETTING: 66 = SET IN ROCK OUTCROP
 ET0488_SP_SET: GRANITE LEDGE
 ET0488_STAMPING: B 103 1935
 ET0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0488+STABILITY: POSITION/ELEVATION WELL
 ET0488
 ET0488  HISTORY     - Date     Condition        Report By
 ET0488  HISTORY     - 1935     MONUMENTED       USFS
 ET0488  HISTORY     - 1935     GOOD             NGS
 ET0488
 ET0488                          STATION DESCRIPTION
 ET0488
 ET0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0488'13.0 MI SE FROM WALNUT CREEK R S.
 ET0488'13.0 MI.SE. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 2.1 MI. E. OF
 ET0488'JUNCTION OF ROADS AT CAMP WOOD, ABOUT 200 YDS. W. OF A SWITCH BACK IN
 ET0488'ROAD OF THE BASE OF A SHARP GRANITE SPIRE, AND 22 FT. N. OF THE CENTER
 ET0488'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0253 ***********************************************************************
 FR0253  DESIGNATION -  B 104
 FR0253  PID         -  FR0253
 FR0253  STATE/COUNTY-  AZ/YAVAPAI
 FR0253  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0253
 FR0253                         *CURRENT SURVEY CONTROL
 FR0253  ___________________________________________________________________
 FR0253* NAD 83(1986)-  35 16 48.     (N)    112 52 00.     (W)     SCALED    
 FR0253* NAVD 88     -      1595.267  (meters)    5233.81   (feet)  POSTED    
 FR0253  ___________________________________________________________________
 FR0253  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FR0253  DYNAMIC HT  -        1593.160 (meters)    5226.89  (feet)  COMP
 FR0253  MODELED GRAV-     979,256.8   (mgal)                       NAVD 88
 FR0253
 FR0253  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0253
 FR0253.The horizontal coordinates were scaled from a topographic map and have
 FR0253.an estimated accuracy of +/- 6 seconds.
 FR0253
 FR0253.The orthometric height was determined by differential leveling
 FR0253.and adjusted by the National Geodetic Survey in November 2005..
 FR0253.No vertical observational check was made to the station.
 FR0253.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0253.was located on a no-check spur therefore a value was not computed.
 FR0253
 FR0253.The geoid height was determined by GEOID03.
 FR0253
 FR0253.The dynamic height is computed by dividing the NAVD 88
 FR0253.geopotential number by the normal gravity value computed on the
 FR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0253.degrees latitude (g = 980.6199 gals.).
 FR0253
 FR0253.The modeled gravity was interpolated from observed gravity values.
 FR0253
 FR0253;                    North         East    Units  Estimated Accuracy
 FR0253;SPC AZ C     -   475,050.      126,940.      MT  (+/- 180 meters Scaled)
 FR0253
 FR0253                          SUPERSEDED SURVEY CONTROL
 FR0253
 FR0253  NGVD 29 (??/??/92) 1594.286  (m)         5230.59   (f) ADJ UNCH    2 0
 FR0253
 FR0253.Superseded values are not recommended for survey control.
 FR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0253.See file dsdata.txt to determine how the superseded data were derived.
 FR0253
 FR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE302056(NAD 83)
 FR0253_MARKER: DD = SURVEY DISK
 FR0253_SETTING: 80 = SET IN A BOULDER
 FR0253_SP_SET: BOULDER
 FR0253_STAMPING: B 104 1935
 FR0253_MARK LOGO: USFS  
 FR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0253+STABILITY: SURFACE MOTION
 FR0253
 FR0253  HISTORY     - Date     Condition        Report By
 FR0253  HISTORY     - 1935     MONUMENTED       USFS
 FR0253  HISTORY     - 1979     GOOD             USGS
 FR0253  HISTORY     - 1982     GOOD             NGS
 FR0253
 FR0253                          STATION DESCRIPTION
 FR0253
 FR0253'DESCRIBED BY US FOREST SERVICE 1935
 FR0253'0.9 MI E FROM SELIGMAN.
 FR0253'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0253'SANTA FE RAILWAY STATON AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 3.1
 FR0253'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2 MILES
 FR0253'SOUTH OF A CATTLE GUARD, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF A
 FR0253'WASH, ABOUT 0.6 MILE NORTH OF A CATTLE GUARD, ABOUT 0.4 MILE NORTH OF
 FR0253'THE CROSSING OF A WASH, ABOUT 400 FEET EAST OF A BRICK BUILDING, ABOUT
 FR0253'190 FEET SOUTH OF A POWER-TRANSMISSION LINE, ABOUT 85 FEET WEST OF THE
 FR0253'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 FR0253'A BLACK BOULDER PROJECTING 0.1 FOOT ABOVE GROUND.  A UNITED STATES
 FR0253'FOREST SERVICE STANDARD DISK, STAMPED B 104 1935.  NOTE-- THE PRESENT
 FR0253'ROAD IS 365 FEET WEST OF THE ROAD MENTIONED ABOVE.
 FR0253
 FR0253                          STATION RECOVERY (1979)
 FR0253
 FR0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0253'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT SELIGMAN,
 FR0253'YAVAPAI COUNTY, 2.7 MILES EAST AND SOUTH WEST ALONG U.S. HWY 66,
 FR0253'UNDER THE FREEWAY OVERCROSSING. THENCE 0.7 MILES NORTHWEST ALONG THE
 FR0253'FREEWAY FRONTAGE ROAD. THENCE ABOUT 2.35 MILES SOUTH ALONG THE ROAD
 FR0253'LEADING TO WALNUT CREEK, ABOUT 0.6 MILES NORTH OF A CATTLE GUARD,
 FR0253'ABOUT 500 FEET EAST SOUTHEAST OF A BRICK BUILDING, ABOUT 190 FEET
 FR0253'SOUTH OF A POWER-TRANSMISSION LINE, ABOUT 381 FEET EAST OF THE CENTER
 FR0253'LINE OF THE ROAD AND IN THE TOP OF A BLACK BOULDER PROJECTING 0.1
 FR0253'FOOT ABOVE GROUND. A UNITED STATES FOREST SERVICE STANDARD DISK,
 FR0253'STAMPED B 104 1935.
 FR0253
 FR0253                          STATION RECOVERY (1982)
 FR0253
 FR0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1054 ***********************************************************************
 DU1054  DESIGNATION -  B 107
 DU1054  PID         -  DU1054
 DU1054  STATE/COUNTY-  AZ/PINAL
 DU1054  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1054
 DU1054                         *CURRENT SURVEY CONTROL
 DU1054  ___________________________________________________________________
 DU1054* NAD 83(1986)-  33 24 13.     (N)    111 31 52.     (W)     SCALED    
 DU1054* NAVD 88     -       527.77   (+/-2cm)    1731.5    (feet)  VERTCON   
 DU1054  ___________________________________________________________________
 DU1054  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1054
 DU1054  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1054
 DU1054.The horizontal coordinates were scaled from a topographic map and have
 DU1054.an estimated accuracy of +/- 6 seconds.
 DU1054
 DU1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1054.The vertical order pertains to the NGVD 29 superseded value.
 DU1054
 DU1054.The geoid height was determined by GEOID03.
 DU1054
 DU1054;                    North         East    Units  Estimated Accuracy
 DU1054;SPC AZ C     -   266,580.      249,220.      MT  (+/- 180 meters Scaled)
 DU1054
 DU1054                          SUPERSEDED SURVEY CONTROL
 DU1054
 DU1054  NGVD 29 (??/??/92)  527.202  (m)         1729.66   (f) ADJ UNCH    1 2
 DU1054
 DU1054.Superseded values are not recommended for survey control.
 DU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1054.See file dsdata.txt to determine how the superseded data were derived.
 DU1054
 DU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB506961(NAD 83)
 DU1054_MARKER: DD = SURVEY DISK
 DU1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1054_SP_SET: ABUTMENT
 DU1054_STAMPING: B-107 1935
 DU1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1054
 DU1054  HISTORY     - Date     Condition        Report By
 DU1054  HISTORY     - 1935     MONUMENTED       AZHD
 DU1054  HISTORY     - 1935     GOOD             NGS
 DU1054  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1054
 DU1054                          STATION DESCRIPTION
 DU1054
 DU1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU1054'1.3 MI E FROM APACHE JUNCTION.
 DU1054'1.3 MI E ALONG U.S. HWY NO. 60 ON A CONCRETE BRIDGE, ON THE SOUTH
 DU1054'WINGWALL OF THE WEST ABUTMENT.
 DU1054
 DU1054                          STATION RECOVERY (1981)
 DU1054
 DU1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1054'NOTE NEW BRIDGE NOW OCCUPIES DESCRIBED LOCATION, MARK BELIEVED TO BE
 DU1054'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0261 ***********************************************************************
 DU0261  HT_MOD      -  This is a Height Modernization Survey Station.
 DU0261  DESIGNATION -  B 108
 DU0261  PID         -  DU0261
 DU0261  STATE/COUNTY-  AZ/GILA
 DU0261  USGS QUAD   -  PINAL RANCH (1979)
 DU0261
 DU0261                         *CURRENT SURVEY CONTROL
 DU0261  ___________________________________________________________________
 DU0261* NAD 83(1992)-  33 21 18.31886(N)    110 57 54.80591(W)     ADJUSTED  
 DU0261* NAVD 88     -      1423.53   (meters)    4670.4    (feet)  GPS OBS   
 DU0261  ___________________________________________________________________
 DU0261  X           -  -1,908,543.826 (meters)                     COMP
 DU0261  Y           -  -4,980,960.853 (meters)                     COMP
 DU0261  Z           -   3,487,687.966 (meters)                     COMP
 DU0261  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 DU0261  ELLIP HEIGHT-        1395.81  (meters)          (01/27/00) GPS OBS
 DU0261  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DU0261
 DU0261  HORZ ORDER  -  A
 DU0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0261  ELLP ORDER  -  FIRST     CLASS I
 DU0261
 DU0261.The horizontal coordinates were established by GPS observations
 DU0261.and adjusted by the National Geodetic Survey in January 2000..
 DU0261
 DU0261.The orthometric height was determined by GPS observations and a
 DU0261.high-resolution geoid model using precise GPS observation and
 DU0261.processing techniques.
 DU0261.The vertical order pertains to the NGVD 29 superseded value.
 DU0261
 DU0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0261
 DU0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0261
 DU0261.The ellipsoidal height was determined by GPS observations
 DU0261.and is referenced to NAD 83.
 DU0261
 DU0261.The geoid height was determined by GEOID03.
 DU0261
 DU0261;                    North         East     Units Scale Factor Converg.
 DU0261;SPC AZ E     -   261,414.411   139,039.105   MT  0.99996808   -0 26 20.7
 DU0261;SPC AZ E     -   857,658.83    456,165.04   iFT  0.99996808   -0 26 20.7
 DU0261;UTM  12      - 3,690,653.760   503,235.566   MT  0.99960013   +0 01 08.8
 DU0261
 DU0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0261!SPC AZ E     -   0.99978091  x   0.99996808  =   0.99974900
 DU0261!UTM  12      -   0.99978091  x   0.99960013  =   0.99938113
 DU0261
 DU0261                          SUPERSEDED SURVEY CONTROL
 DU0261
 DU0261  NGVD 29 (??/??/92) 1422.773  (m)         4667.88   (f) ADJ UNCH    2 0
 DU0261
 DU0261.Superseded values are not recommended for survey control.
 DU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0261.See file dsdata.txt to determine how the superseded data were derived.
 DU0261
 DU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0323690654(NAD 83)
 DU0261_MARKER: DD = SURVEY DISK
 DU0261_SETTING: 66 = SET IN ROCK OUTCROP
 DU0261_SP_SET: BOULDER
 DU0261_STAMPING: B 108 1935
 DU0261_MARK LOGO: CGS   
 DU0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0261+STABILITY: POSITION/ELEVATION WELL
 DU0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0261+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU0261
 DU0261  HISTORY     - Date     Condition        Report By
 DU0261  HISTORY     - 1935     MONUMENTED       CGS
 DU0261  HISTORY     - 19981117 GOOD             AZ-013
 DU0261  HISTORY     - 20010330 GOOD             INDIV
 DU0261  HISTORY     - 20030814 GOOD             AZ-007
 DU0261  HISTORY     - 20040401 GOOD             AZ-007
 DU0261
 DU0261                          STATION DESCRIPTION
 DU0261
 DU0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0261'8.4 MI SW FROM MIAMI.
 DU0261'8.4 MI S.W. ALONG U.S. HWY NO. 60 (7.9 MI S.W. OF BULLION PLAZA
 DU0261'SCHOOL).  AT THE TOP OF THE WORLD SERVICE STATION (JENKINS SERVICE
 DU0261'STATION), 65 FEET S OF THE CENTER OF A ROUND STEEL TANK, 46 FEET W OF
 DU0261'THE S.W. CORNER OF THE GARAGE, 42 FEET N OF THE CENTERLINE OF THE
 DU0261'HIGHWAY, 4 FEET N OF A WIRE FENCE.  SET IN A GRANITE BOULDER AT ABOUT
 DU0261'THE ELEVATION OF THE HIGHWAY AT ITS HIGHEST POINT.
 DU0261
 DU0261                          STATION RECOVERY (1998)
 DU0261
 DU0261'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0261'GENERAL STATION LOCATION IS NEAR MIAMI, ARIZONA.  RECOVERED AS
 DU0261'DESCRIBED.
 DU0261
 DU0261                          STATION RECOVERY (2001)
 DU0261
 DU0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB)
 DU0261'MARK IS LOCATED OFF THE SERVICE ROAD THAT IS ON THE EAST END OF REST
 DU0261'AREA ON EASTBOUND HIGHWAY 60, 8.5 MILES SW FROM MIAMI, APPROX 1.5
 DU0261'MILES DOWN SERVICE ROAD, .8 MILES OFF OF HIGHWAY 60, NEAR THE TOP OF
 DU0261'THE RIDGE. ROAD IS IN POOR SHAPE AND BUILDINGS AND FACILITIES FROM
 DU0261'EALIER DESCRIPTION NO LONGER EXIST.
 DU0261
 DU0261                          STATION RECOVERY (2003)
 DU0261
 DU0261'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU0261'NEW STATION DESCRIPTION  (2003)
 DU0261' 
 DU0261'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU0261' 
 DU0261'BEGINNING IN MIAMI, TRAVEL WEST ON US-60 FOR 7 MILES TO THE REST AREA
 DU0261'AT THE EAST END OF 'TOP OF THE WORLD' (MILEPOST 236.4.) AT LATITUDE
 DU0261'33-21-18.06, LONGITUDE 110-58-46.74.  GO THROUGH THE CATTLE GUARD AT
 DU0261'THE BACK OF THE REST AREA AND TRAVEL FOR 1.0 MILE DOWN THE SERVICE
 DU0261'ROAD THAT IS IN POOR SHAPE UNTIL YOU REACH A LARGE OPEN AREA.
 DU0261'VEHICLES WITH CONSIDERABLE GROUND CLEARANCE ARE RECOMENDED.  MONUMENT
 DU0261'IS IN THE ROCK OUTCROPPING TO THE NORTH JUST AS YOU ENTER THE OPEN
 DU0261'AREA.
 DU0261' 
 DU0261'
 DU0261
 DU0261                          STATION RECOVERY (2004)
 DU0261
 DU0261'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0172 ***********************************************************************
 DU0172  DESIGNATION -  B 109
 DU0172  PID         -  DU0172
 DU0172  STATE/COUNTY-  AZ/GILA
 DU0172  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0172
 DU0172                         *CURRENT SURVEY CONTROL
 DU0172  ___________________________________________________________________
 DU0172* NAD 83(1986)-  33 24 46.     (N)    110 28 28.     (W)     SCALED    
 DU0172* NAVD 88     -       861.976  (meters)    2828.00   (feet)  ADJUSTED  
 DU0172  ___________________________________________________________________
 DU0172  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DU0172  DYNAMIC HT  -         860.828 (meters)    2824.23  (feet)  COMP
 DU0172  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 DU0172
 DU0172  VERT ORDER  -  SECOND    CLASS 0
 DU0172
 DU0172.The horizontal coordinates were scaled from a topographic map and have
 DU0172.an estimated accuracy of +/- 6 seconds.
 DU0172
 DU0172.The orthometric height was determined by differential leveling
 DU0172.and adjusted by the National Geodetic Survey in June 1991..
 DU0172
 DU0172.The geoid height was determined by GEOID03.
 DU0172
 DU0172.The dynamic height is computed by dividing the NAVD 88
 DU0172.geopotential number by the normal gravity value computed on the
 DU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0172.degrees latitude (g = 980.6199 gals.).
 DU0172
 DU0172.The modeled gravity was interpolated from observed gravity values.
 DU0172
 DU0172;                    North         East    Units  Estimated Accuracy
 DU0172;SPC AZ E     -   267,570.      184,740.      MT  (+/- 180 meters Scaled)
 DU0172
 DU0172                          SUPERSEDED SURVEY CONTROL
 DU0172
 DU0172  NGVD 29 (??/??/92)  861.379  (m)         2826.04   (f) ADJ UNCH    2 0
 DU0172
 DU0172.Superseded values are not recommended for survey control.
 DU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0172.See file dsdata.txt to determine how the superseded data were derived.
 DU0172
 DU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB488971(NAD 83)
 DU0172_MARKER: DB = BENCH MARK DISK
 DU0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0172_STAMPING: B 109 1935
 DU0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0172+STABILITY: SURFACE MOTION
 DU0172
 DU0172  HISTORY     - Date     Condition        Report By
 DU0172  HISTORY     - 1935     MONUMENTED       CGS
 DU0172
 DU0172                          STATION DESCRIPTION
 DU0172
 DU0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0172'5.4 MI NW FROM SAN CARLOS.
 DU0172'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0172'THENCE ABOUT 3.1 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, AT A
 DU0172'CANYON, ABOUT 50 YARDS WEST OF A CURVE AT THE WEST SIDE OF SEVEN MILE
 DU0172'WASH, 100 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OVER A CREEK,
 DU0172'AND 95 FEET SOUTH OF THE BANK OF THE CREEK.  A STANDARD DISK, STAMPED
 DU0172'B 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0018 ***********************************************************************
 EU0018  DESIGNATION -  B 11
 EU0018  PID         -  EU0018
 EU0018  STATE/COUNTY-  AZ/MOHAVE
 EU0018  USGS QUAD   -  YUCCA (1970)
 EU0018
 EU0018                         *CURRENT SURVEY CONTROL
 EU0018  ___________________________________________________________________
 EU0018* NAD 83(1986)-  34 52 24.     (N)    114 09 10.     (W)     SCALED    
 EU0018* NAVD 88     -       554.547  (meters)    1819.38   (feet)  ADJUSTED  
 EU0018  ___________________________________________________________________
 EU0018  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EU0018  DYNAMIC HT  -         553.927 (meters)    1817.34  (feet)  COMP
 EU0018  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 EU0018
 EU0018  VERT ORDER  -  FIRST     CLASS II
 EU0018
 EU0018.The horizontal coordinates were scaled from a topographic map and have
 EU0018.an estimated accuracy of +/- 6 seconds.
 EU0018
 EU0018.The orthometric height was determined by differential leveling
 EU0018.and adjusted by the National Geodetic Survey in June 1991..
 EU0018
 EU0018.The geoid height was determined by GEOID03.
 EU0018
 EU0018.The dynamic height is computed by dividing the NAVD 88
 EU0018.geopotential number by the normal gravity value computed on the
 EU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0018.degrees latitude (g = 980.6199 gals.).
 EU0018
 EU0018.The modeled gravity was interpolated from observed gravity values.
 EU0018
 EU0018;                    North         East    Units  Estimated Accuracy
 EU0018;SPC AZ W     -   429,610.      176,540.      MT  (+/- 180 meters Scaled)
 EU0018
 EU0018                          SUPERSEDED SURVEY CONTROL
 EU0018
 EU0018  NGVD 29 (??/??/??)  553.823  (m)         1817.00   (f) ADJUSTED    1 2
 EU0018
 EU0018.Superseded values are not recommended for survey control.
 EU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0018.See file dsdata.txt to determine how the superseded data were derived.
 EU0018
 EU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602626(NAD 83)
 EU0018_MARKER: DB = BENCH MARK DISK
 EU0018_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0018+WITH SETTING: PAVEMENT
 EU0018_STAMPING: B 11 1927 1817.001
 EU0018_MARK LOGO: CGS   
 EU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0018+STABILITY: SURFACE MOTION
 EU0018
 EU0018  HISTORY     - Date     Condition        Report By
 EU0018  HISTORY     - 1927     MONUMENTED       CGS
 EU0018  HISTORY     - 1961     GOOD             NGS
 EU0018  HISTORY     - 1981     GOOD             NGS
 EU0018  HISTORY     - 1981     GOOD             NGS
 EU0018
 EU0018                          STATION DESCRIPTION
 EU0018
 EU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0018'AT YUCCA.
 EU0018'AT YUCCA, AT THE BUILDING HOUSING THE POST OFFICE, SET IN THE
 EU0018'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH, ABOUT 2 FEET
 EU0018'ABOVE THE LEVEL OF THE GROUND.
 EU0018
 EU0018                          STATION RECOVERY (1981)
 EU0018
 EU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0018'RECOVERED IN GOOD CONDITION.
 EU0018
 EU0018                          STATION RECOVERY (1981)
 EU0018
 EU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0440 ***********************************************************************
 DA0440  DESIGNATION -  B 110
 DA0440  PID         -  DA0440
 DA0440  STATE/COUNTY-  AZ/PIMA
 DA0440  USGS QUAD   -  KINO PEAK (1990)
 DA0440
 DA0440                         *CURRENT SURVEY CONTROL
 DA0440  ___________________________________________________________________
 DA0440* NAD 83(1986)-  32 02 42.     (N)    112 55 41.     (W)     SCALED    
 DA0440* NAVD 88     -       483.95   (+/-2cm)    1587.8    (feet)  VERTCON   
 DA0440  ___________________________________________________________________
 DA0440  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA0440
 DA0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0440
 DA0440.The horizontal coordinates were scaled from a topographic map and have
 DA0440.an estimated accuracy of +/- 6 seconds.
 DA0440
 DA0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0440.The vertical order pertains to the NGVD 29 superseded value.
 DA0440
 DA0440.The geoid height was determined by GEOID03.
 DA0440
 DA0440;                    North         East    Units  Estimated Accuracy
 DA0440;SPC AZ C     -   116,300.      117,850.      MT  (+/- 180 meters Scaled)
 DA0440
 DA0440                          SUPERSEDED SURVEY CONTROL
 DA0440
 DA0440  NGVD 29 (??/??/92)  483.233  (m)         1585.41   (f) ADJ UNCH    2 0
 DA0440
 DA0440.Superseded values are not recommended for survey control.
 DA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0440.See file dsdata.txt to determine how the superseded data were derived.
 DA0440
 DA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA179470(NAD 83)
 DA0440_MARKER: DB = BENCH MARK DISK
 DA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0440_STAMPING: B 110 1935
 DA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0440+STABILITY: SURFACE MOTION
 DA0440
 DA0440  HISTORY     - Date     Condition        Report By
 DA0440  HISTORY     - 1935     MONUMENTED       CGS
 DA0440  HISTORY     - 1952     GOOD             NGS
 DA0440
 DA0440                          STATION DESCRIPTION
 DA0440
 DA0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0440'25.7 MI NW FROM LUKEVILLE.
 DA0440'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0440'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0440'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0440'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0440'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS THENCE 2.55 MILES
 DA0440'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AT A POINT
 DA0440'WHERE THE ROAD CROSSES A WASH, AND ABOUT 15 YARDS NORTH OF THE NORTH
 DA0440'EDGE OF A WASH, 70 FEET NORTHEAST OF THE CENTER OF THE ROAD AND WASH,
 DA0440'28 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 DA0440'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND IN A CONCRETE
 DA0440'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0083 ***********************************************************************
 CH0083  DESIGNATION -  B 111
 CH0083  PID         -  CH0083
 CH0083  STATE/COUNTY-  AZ/PIMA
 CH0083  USGS QUAD   -  LUKEVILLE (1988)
 CH0083
 CH0083                         *CURRENT SURVEY CONTROL
 CH0083  ___________________________________________________________________
 CH0083* NAD 83(1986)-  31 53 40.     (N)    112 48 41.     (W)     SCALED    
 CH0083* NAVD 88     -       439.947  (meters)    1443.39   (feet)  ADJUSTED  
 CH0083  ___________________________________________________________________
 CH0083  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 CH0083  DYNAMIC HT  -         439.374 (meters)    1441.51  (feet)  COMP
 CH0083  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 CH0083
 CH0083  VERT ORDER  -  FIRST     CLASS II
 CH0083
 CH0083.The horizontal coordinates were scaled from a topographic map and have
 CH0083.an estimated accuracy of +/- 6 seconds.
 CH0083
 CH0083.The orthometric height was determined by differential leveling
 CH0083.and adjusted by the National Geodetic Survey in June 1991..
 CH0083
 CH0083.The geoid height was determined by GEOID03.
 CH0083
 CH0083.The dynamic height is computed by dividing the NAVD 88
 CH0083.geopotential number by the normal gravity value computed on the
 CH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0083.degrees latitude (g = 980.6199 gals.).
 CH0083
 CH0083.The modeled gravity was interpolated from observed gravity values.
 CH0083
 CH0083;                    North         East    Units  Estimated Accuracy
 CH0083;SPC AZ C     -    99,510.      128,730.      MT  (+/- 180 meters Scaled)
 CH0083
 CH0083                          SUPERSEDED SURVEY CONTROL
 CH0083
 CH0083  NGVD 29 (??/??/92)  439.200  (m)         1440.94   (f) ADJ UNCH    1 2
 CH0083
 CH0083.Superseded values are not recommended for survey control.
 CH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0083.See file dsdata.txt to determine how the superseded data were derived.
 CH0083
 CH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286301(NAD 83)
 CH0083_MARKER: DB = BENCH MARK DISK
 CH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0083_STAMPING: B 111 1935
 CH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0083+STABILITY: SURFACE MOTION
 CH0083
 CH0083  HISTORY     - Date     Condition        Report By
 CH0083  HISTORY     - 1935     MONUMENTED       CGS
 CH0083  HISTORY     - 1953     GOOD             NGS
 CH0083  HISTORY     - 1981     GOOD             NGS
 CH0083  HISTORY     - 19941110 GOOD             USPSQD
 CH0083
 CH0083                          STATION DESCRIPTION
 CH0083
 CH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0083'1.0 MI N FROM LUKEVILLE.
 CH0083'1.0 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0083'LUKEVILLE, 190 1/2 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 CH0083'GRAVELED ROAD LEADING WEST TO QUITOUOQUITO, 64 FEET EAST OF THE CENTER
 CH0083'LINE OF THE HIGHWAY, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 CH0083'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CH0083'ABOVE THE GROUND.
 CH0083
 CH0083                          STATION RECOVERY (1981)
 CH0083
 CH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0083'RECOVERED IN GOOD CONDITION.
 CH0083
 CH0083                          STATION RECOVERY (1994)
 CH0083
 CH0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0757 ***********************************************************************
 CZ0757  DESIGNATION -  B 112
 CZ0757  PID         -  CZ0757
 CZ0757  STATE/COUNTY-  AZ/PIMA
 CZ0757  USGS QUAD   -  AVRA (1992)
 CZ0757
 CZ0757                         *CURRENT SURVEY CONTROL
 CZ0757  ___________________________________________________________________
 CZ0757* NAD 83(1986)-  32 21 54.     (N)    111 07 40.     (W)     SCALED    
 CZ0757* NAVD 88     -       649.60   (+/-2cm)    2131.2    (feet)  VERTCON   
 CZ0757  ___________________________________________________________________
 CZ0757  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0757
 CZ0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0757
 CZ0757.The horizontal coordinates were scaled from a topographic map and have
 CZ0757.an estimated accuracy of +/- 6 seconds.
 CZ0757
 CZ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0757.The vertical order pertains to the NGVD 29 superseded value.
 CZ0757
 CZ0757.The geoid height was determined by GEOID03.
 CZ0757
 CZ0757;                    North         East    Units  Estimated Accuracy
 CZ0757;SPC AZ C     -   151,610.      287,600.      MT  (+/- 180 meters Scaled)
 CZ0757
 CZ0757                          SUPERSEDED SURVEY CONTROL
 CZ0757
 CZ0757  NGVD 29 (??/??/92)  648.946  (m)         2129.08   (f) ADJ UNCH    2 0
 CZ0757
 CZ0757.Superseded values are not recommended for survey control.
 CZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0757.See file dsdata.txt to determine how the superseded data were derived.
 CZ0757
 CZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA879809(NAD 83)
 CZ0757_MARKER: DB = BENCH MARK DISK
 CZ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0757_STAMPING: B 112 1935
 CZ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0757+STABILITY: SURFACE MOTION
 CZ0757
 CZ0757  HISTORY     - Date     Condition        Report By
 CZ0757  HISTORY     - 1935     MONUMENTED       CGS
 CZ0757  HISTORY     - 1951     GOOD             NGS
 CZ0757  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0757
 CZ0757                          STATION DESCRIPTION
 CZ0757
 CZ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0757'3.2 MI NW FROM CORTARO.
 CZ0757'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0757'AT CORTARO, THENCE 2.3 MILES NORTHWEST ALONG SILVER BELL ROAD, 69 FEET
 CZ0757'EAST OF THE NORTHEAST ONE OF TWO POWER LINE POLE NUMBER 848, 60 1/2
 CZ0757'FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 2 FEET NORTH OF
 CZ0757'A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0757'POST PROJECTING 0.1 FOOT, AND NOTE-- THE CONCRETE HAS BEEN BROKEN AWAY
 CZ0757'FROM THE TOP OF THE POST.
 CZ0757
 CZ0757                          STATION RECOVERY (1997)
 CZ0757
 CZ0757'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0839 ***********************************************************************
 CZ0839  DESIGNATION -  B 113
 CZ0839  PID         -  CZ0839
 CZ0839  STATE/COUNTY-  AZ/PIMA
 CZ0839  USGS QUAD   -  THREE POINTS (1992)
 CZ0839
 CZ0839                         *CURRENT SURVEY CONTROL
 CZ0839  ___________________________________________________________________
 CZ0839* NAD 83(1986)-  32 02 57.     (N)    111 19 44.     (W)     SCALED    
 CZ0839* NAVD 88     -       804.37   (+/-2cm)    2639.0    (feet)  VERTCON   
 CZ0839  ___________________________________________________________________
 CZ0839  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0839
 CZ0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0839
 CZ0839.The horizontal coordinates were scaled from a topographic map and have
 CZ0839.an estimated accuracy of +/- 6 seconds.
 CZ0839
 CZ0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0839.The vertical order pertains to the NGVD 29 superseded value.
 CZ0839
 CZ0839.The geoid height was determined by GEOID03.
 CZ0839
 CZ0839;                    North         East    Units  Estimated Accuracy
 CZ0839;SPC AZ C     -   116,470.      268,870.      MT  (+/- 180 meters Scaled)
 CZ0839
 CZ0839                          SUPERSEDED SURVEY CONTROL
 CZ0839
 CZ0839  NGVD 29 (??/??/92)  803.672  (m)         2636.71   (f) ADJ UNCH    2 0
 CZ0839
 CZ0839.Superseded values are not recommended for survey control.
 CZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0839.See file dsdata.txt to determine how the superseded data were derived.
 CZ0839
 CZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA689459(NAD 83)
 CZ0839_MARKER: DB = BENCH MARK DISK
 CZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0839_STAMPING: B 113 1935
 CZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0839+STABILITY: SURFACE MOTION
 CZ0839
 CZ0839  HISTORY     - Date     Condition        Report By
 CZ0839  HISTORY     - 1935     MONUMENTED       CGS
 CZ0839  HISTORY     - 1951     GOOD             NGS
 CZ0839  HISTORY     - 1974     POOR             USGS
 CZ0839
 CZ0839                          STATION DESCRIPTION
 CZ0839
 CZ0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0839'2.25 MI S FROM THREE POINTS.
 CZ0839'2.25 MILES SOUTH OF A Y JUNCTION AND  STATION A 113 AT THEREE POINTS
 CZ0839'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 0.3 MILE SOUTH OF A
 CZ0839'CONCRETE BRIDGE WITH IRON RAILING OVER THE WASH, 0.25 MILE SOUTH OF A
 CZ0839'CATTLE GUARD ACROSS THE ROAD, 133 FEET SOUTHWEST OF THE CENTER OF THE
 CZ0839'ROAD AND WASH ACROSS THE ROAD WITH A CONCRETE RETAINING WALL, 40 FEET
 CZ0839'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF THE WITNESS
 CZ0839'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0839'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0839
 CZ0839                          STATION RECOVERY (1974)
 CZ0839
 CZ0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0839'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0844 ***********************************************************************
 CZ0844  DESIGNATION -  B 114
 CZ0844  PID         -  CZ0844
 CZ0844  STATE/COUNTY-  AZ/PIMA
 CZ0844  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0844
 CZ0844                         *CURRENT SURVEY CONTROL
 CZ0844  ___________________________________________________________________
 CZ0844* NAD 83(1986)-  32 09 02.     (N)    111 00 43.     (W)     SCALED    
 CZ0844* NAVD 88     -       747.89   (+/-2cm)    2453.7    (feet)  VERTCON   
 CZ0844  ___________________________________________________________________
 CZ0844  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0844
 CZ0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0844
 CZ0844.The horizontal coordinates were scaled from a topographic map and have
 CZ0844.an estimated accuracy of +/- 6 seconds.
 CZ0844
 CZ0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0844.The vertical order pertains to the NGVD 29 superseded value.
 CZ0844
 CZ0844.The geoid height was determined by GEOID03.
 CZ0844
 CZ0844;                    North         East    Units  Estimated Accuracy
 CZ0844;SPC AZ C     -   127,920.      298,700.      MT  (+/- 180 meters Scaled)
 CZ0844
 CZ0844                          SUPERSEDED SURVEY CONTROL
 CZ0844
 CZ0844  NGVD 29 (??/??/92)  747.206  (m)         2451.46   (f) ADJ UNCH    2 0
 CZ0844
 CZ0844.Superseded values are not recommended for survey control.
 CZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0844.See file dsdata.txt to determine how the superseded data were derived.
 CZ0844
 CZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA988571(NAD 83)
 CZ0844_MARKER: DB = BENCH MARK DISK
 CZ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0844_STAMPING: B 114 1935
 CZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0844+STABILITY: SURFACE MOTION
 CZ0844
 CZ0844  HISTORY     - Date     Condition        Report By
 CZ0844  HISTORY     - 1935     MONUMENTED       CGS
 CZ0844  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0844
 CZ0844                          STATION DESCRIPTION
 CZ0844
 CZ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0844'4.2 MI S FROM TUCSON.
 CZ0844'4.2 MILES SOUTH ALONG THE AJO ROAD FROM TUCSON, PIMA COUNTY, THENCE
 CZ0844'2.1 MILES SOUTH ALONG THE SAN XAVIER ROAD.  0.3 MILE SOUTH OF THE
 CZ0844'JUNCTION OF A ROAD LEADING WEST TO MISSION MINES, 715 FEET NORTH OF
 CZ0844'THE NORTH BOUNDARY OF THE SAN XAVIER INDIAN RESERVATION, 210 FEET WEST
 CZ0844'OF A FENCE LINE, 140 FEET SOUTH OF A DIP IN THE ROAD, 62 FEET EAST OF
 CZ0844'THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE ROAD. A STANDARD
 CZ0844'DISK, STAMPED B 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0844
 CZ0844                          STATION RECOVERY (1966)
 CZ0844
 CZ0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0479 ***********************************************************************
 CG0479  DESIGNATION -  B 115
 CG0479  PID         -  CG0479
 CG0479  STATE/COUNTY-  AZ/PIMA
 CG0479  USGS QUAD   -  TWIN BUTTES (1981)
 CG0479
 CG0479                         *CURRENT SURVEY CONTROL
 CG0479  ___________________________________________________________________
 CG0479* NAD 83(1986)-  31 58 57.     (N)    111 06 58.     (W)     SCALED    
 CG0479* NAVD 88     -      1093.07   (+/-2cm)    3586.2    (feet)  VERTCON   
 CG0479  ___________________________________________________________________
 CG0479  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0479
 CG0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0479
 CG0479.The horizontal coordinates were scaled from a topographic map and have
 CG0479.an estimated accuracy of +/- 6 seconds.
 CG0479
 CG0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0479.The vertical order pertains to the NGVD 29 superseded value.
 CG0479
 CG0479.The geoid height was determined by GEOID03.
 CG0479
 CG0479;                    North         East    Units  Estimated Accuracy
 CG0479;SPC AZ C     -   109,210.      289,020.      MT  (+/- 180 meters Scaled)
 CG0479
 CG0479                          SUPERSEDED SURVEY CONTROL
 CG0479
 CG0479  NGVD 29 (??/??/92) 1092.310  (m)         3583.69   (f) ADJ UNCH    2 0
 CG0479
 CG0479.Superseded values are not recommended for survey control.
 CG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0479.See file dsdata.txt to determine how the superseded data were derived.
 CG0479
 CG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA890385(NAD 83)
 CG0479_MARKER: DB = BENCH MARK DISK
 CG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0479_STAMPING: B 115 1935
 CG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0479+STABILITY: SURFACE MOTION
 CG0479
 CG0479  HISTORY     - Date     Condition        Report By
 CG0479  HISTORY     - 1935     MONUMENTED       CGS
 CG0479  HISTORY     - 1961     GOOD             USGS
 CG0479  HISTORY     - 1976     GOOD             USGS
 CG0479
 CG0479                          STATION DESCRIPTION
 CG0479
 CG0479'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CG0479'0.7 MI N FROM SAN XAVIER.
 CG0479'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 1.7 MILES
 CG0479'WEST ALONG THE SOTO RANCH ROAD.  0.2 MILE SOUTHEAST OF A RANCH HOUSE,
 CG0479'55 FEET SOUTHEAST OF A WASH, AND 54 FEET SOUTHWEST OF THE CENTERLINE
 CG0479'OF THE ROAD.  A STANDARD DISK, STAMPED B 115 1935 AND SET IN THE TOP
 CG0479'OF A CONCRETE POST.  FROM SAN XAVIER, DRIVE NORTH ALONG OLD TUCSON
 CG0479'ROAD FOR 2.1 MI. TO A CROSS ROAD, TURN LEFT AND DRIVE 1.6 MI. TO A T
 CG0479'ROAD, TURN LEFT AND DRIVE 1.0 MI. TO L ROAD LEFT, TURN LEFT AND DRIVE
 CG0479'0.2 MI. TO A TRAIL LEFT TO OLD RANCH HOUSE, DRIVE 0.03 MI. TO HOUSE,
 CG0479'CONTINUE PAST CORRAL 0.15 MI. TO A ROAD FORK, TAKE LEFT FORK AND DRIVE
 CG0479'0.1 MI. TO BENCH MARK ON RIGHT, 54 FEET SW OF CENTERLINE OF TRAIL.
 CG0479
 CG0479                          STATION RECOVERY (1976)
 CG0479
 CG0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0479'SAN XAVIER, 2.1 MI. N. ALONG TWIN BUTTES RD. TO CROSS ROADS. TURN
 CG0479'LEFT, W. 1.6 MI TO T-RD. TURN LEFT S. 1.0 MI TO RD. BEND RIGHT,
 CG0479'CONTINUE WEST 0.25 MI TO T-RD. TURN LEFT, S. 0.25 MI TO DIM CROSS RDS
 CG0479'ON RIDGE. TURN LEFT NE. 0.15 MI TO T-RD. TURN RIGHT, SE. ALONG DIM
 CG0479'TRACK RD. 0.1 MI TO SMALL RIDGE BETWEEN TWO DRAINS. 70 FT. SE. OF RD.
 CG0479'AND DRAIN X-ING. 54 FT SW CENTERLINE DIM RD. SET IN TOP OF CONCRETE
 CG0479'POST. A STANDARD DISK STAMPED B 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0870 ***********************************************************************
 FS0870  DESIGNATION -  B 116
 FS0870  PID         -  FS0870
 FS0870  STATE/COUNTY-  AZ/MOHAVE
 FS0870  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0870
 FS0870                         *CURRENT SURVEY CONTROL
 FS0870  ___________________________________________________________________
 FS0870* NAD 83(1986)-  35 27 34.     (N)    114 39 20.     (W)     SCALED    
 FS0870* NAVD 88     -       176.166  (meters)     577.97   (feet)  POSTED    
 FS0870  ___________________________________________________________________
 FS0870  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FS0870  DYNAMIC HT  -         175.990 (meters)     577.39  (feet)  COMP
 FS0870  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 FS0870
 FS0870  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0870
 FS0870.The horizontal coordinates were scaled from a topographic map and have
 FS0870.an estimated accuracy of +/- 6 seconds.
 FS0870
 FS0870.The orthometric height was determined by differential leveling
 FS0870.and adjusted by the National Geodetic Survey in 1992..
 FS0870.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0870.rate of 1.1 thru 2.0 mm/km.
 FS0870
 FS0870.The geoid height was determined by GEOID03.
 FS0870
 FS0870.The dynamic height is computed by dividing the NAVD 88
 FS0870.geopotential number by the normal gravity value computed on the
 FS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0870.degrees latitude (g = 980.6199 gals.).
 FS0870
 FS0870.The modeled gravity was interpolated from observed gravity values.
 FS0870
 FS0870;                    North         East    Units  Estimated Accuracy
 FS0870;SPC AZ W     -   494,940.      131,160.      MT  (+/- 180 meters Scaled)
 FS0870
 FS0870                          SUPERSEDED SURVEY CONTROL
 FS0870
 FS0870  NGVD 29 (??/??/92)  175.462  (m)          575.66   (f) ADJ UNCH    1 2
 FS0870
 FS0870.Superseded values are not recommended for survey control.
 FS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0870.See file dsdata.txt to determine how the superseded data were derived.
 FS0870
 FS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV127265(NAD 83)
 FS0870_MARKER: DB = BENCH MARK DISK
 FS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0870_STAMPING: B 116 1935
 FS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0870+STABILITY: SURFACE MOTION
 FS0870
 FS0870  HISTORY     - Date     Condition        Report By
 FS0870  HISTORY     - 1935     MONUMENTED       CGS
 FS0870  HISTORY     - 1950     GOOD             NGS
 FS0870  HISTORY     - 1957     GOOD             USGS
 FS0870
 FS0870                          STATION DESCRIPTION
 FS0870
 FS0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0870'28.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0870'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0870'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 20.7 MILES WEST
 FS0870'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0870'MILE SOUTHEAST OF A MINE, 0.2 MILE NORTHWEST OF A ROAD JUNCTION,
 FS0870'ABOUT 300 FEET NORTHWEST OF A CURVE, 21 FEET SOUTHWEST OF THE
 FS0870'CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF A FENCE, AND SET
 FS0870'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0870'NOTE-- THIS MARK IS INUNDATED BY LAKE MOJAVE.
 FS0870
 FS0870                          STATION RECOVERY (1957)
 FS0870
 FS0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0506 ***********************************************************************
 CG0506  DESIGNATION -  B 117
 CG0506  PID         -  CG0506
 CG0506  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0506  USGS QUAD   -  AMADO (1981)
 CG0506
 CG0506                         *CURRENT SURVEY CONTROL
 CG0506  ___________________________________________________________________
 CG0506* NAD 83(1986)-  31 43 35.     (N)    111 05 40.     (W)     SCALED    
 CG0506* NAVD 88     -       969.26   (+/-2cm)    3180.0    (feet)  VERTCON   
 CG0506  ___________________________________________________________________
 CG0506  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0506
 CG0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0506
 CG0506.The horizontal coordinates were scaled from a topographic map and have
 CG0506.an estimated accuracy of +/- 6 seconds.
 CG0506
 CG0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0506.The vertical order pertains to the NGVD 29 superseded value.
 CG0506
 CG0506.The geoid height was determined by GEOID03.
 CG0506
 CG0506;                    North         East    Units  Estimated Accuracy
 CG0506;SPC AZ C     -    80,830.      291,280.      MT  (+/- 180 meters Scaled)
 CG0506
 CG0506                          SUPERSEDED SURVEY CONTROL
 CG0506
 CG0506  NGVD 29 (??/??/92)  968.470  (m)         3177.39   (f) ADJ UNCH    2 0
 CG0506
 CG0506.Superseded values are not recommended for survey control.
 CG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0506.See file dsdata.txt to determine how the superseded data were derived.
 CG0506
 CG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910101(NAD 83)
 CG0506_MARKER: DB = BENCH MARK DISK
 CG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0506_STAMPING: B 117 1935
 CG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0506+STABILITY: SURFACE MOTION
 CG0506
 CG0506  HISTORY     - Date     Condition        Report By
 CG0506  HISTORY     - 1935     MONUMENTED       CGS
 CG0506  HISTORY     - 1953     GOOD             NGS
 CG0506
 CG0506                          STATION DESCRIPTION
 CG0506
 CG0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0506'3.4 MI NW FROM AMADO.
 CG0506'1.4 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0506'THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 0.1 MILE SOUTHEAST OF A
 CG0506'CATTLE GUARD, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 CG0506'SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 CG0506'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0506'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0615 ***********************************************************************
 CG0615  DESIGNATION -  B 118
 CG0615  PID         -  CG0615
 CG0615  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0615  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0615
 CG0615                         *CURRENT SURVEY CONTROL
 CG0615  ___________________________________________________________________
 CG0615* NAD 83(1986)-  31 23 19.     (N)    111 02 57.     (W)     SCALED    
 CG0615* NAVD 88     -      1218.93   (+/-2cm)    3999.1    (feet)  VERTCON   
 CG0615  ___________________________________________________________________
 CG0615  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0615
 CG0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0615
 CG0615.The horizontal coordinates were scaled from a topographic map and have
 CG0615.an estimated accuracy of +/- 6 seconds.
 CG0615
 CG0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0615.The vertical order pertains to the NGVD 29 superseded value.
 CG0615
 CG0615.The geoid height was determined by GEOID03.
 CG0615
 CG0615;                    North         East    Units  Estimated Accuracy
 CG0615;SPC AZ C     -    43,410.      295,870.      MT  (+/- 180 meters Scaled)
 CG0615
 CG0615                          SUPERSEDED SURVEY CONTROL
 CG0615
 CG0615  NGVD 29 (??/??/92) 1218.021  (m)         3996.12   (f) ADJ UNCH    2 0
 CG0615
 CG0615.Superseded values are not recommended for survey control.
 CG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0615.See file dsdata.txt to determine how the superseded data were derived.
 CG0615
 CG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953726(NAD 83)
 CG0615_MARKER: DB = BENCH MARK DISK
 CG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0615_STAMPING: B 118 1935
 CG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0615+STABILITY: SURFACE MOTION
 CG0615
 CG0615  HISTORY     - Date     Condition        Report By
 CG0615  HISTORY     - 1935     MONUMENTED       CGS
 CG0615  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0615
 CG0615                          STATION DESCRIPTION
 CG0615
 CG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0615'7.3 MI N FROM NOGALES.
 CG0615'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0615'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 7.0 MILES WEST ALONG THE
 CG0615'RUBY ROAD.  0.4 MILE WEST OF A RANCH ON THE SOUTH SIDE OF THE ROAD, 72
 CG0615'FEET EAST OF A 36-INCH BLACK OAK TREE, 40 FEET SOUTH OF THE CENTERLINE
 CG0615'OF THE ROAD, 31 FEET NORTH OF A LINE OF POLES, AND 20 FEET SOUTH OF A
 CG0615'WASH.  A STANDARD DISK, STAMPED B 118 1935 AND SET IN THE TOP OF A
 CG0615'CONCRETE POST.
 CG0615
 CG0615                          STATION RECOVERY (1976)
 CG0615
 CG0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0104 ***********************************************************************
 FS0104  DESIGNATION -  B 119
 FS0104  PID         -  FS0104
 FS0104  STATE/COUNTY-  AZ/MOHAVE
 FS0104  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0104
 FS0104                         *CURRENT SURVEY CONTROL
 FS0104  ___________________________________________________________________
 FS0104* NAD 83(1986)-  35 48 00.     (N)    114 31 19.     (W)     SCALED    
 FS0104* NAVD 88     -       685.747  (meters)    2249.82   (feet)  ADJUSTED  
 FS0104  ___________________________________________________________________
 FS0104  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0104  DYNAMIC HT  -         685.034 (meters)    2247.48  (feet)  COMP
 FS0104  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 FS0104
 FS0104  VERT ORDER  -  FIRST     CLASS I
 FS0104
 FS0104.The horizontal coordinates were scaled from a topographic map and have
 FS0104.an estimated accuracy of +/- 6 seconds.
 FS0104
 FS0104.The orthometric height was determined by differential leveling
 FS0104.and adjusted by the National Geodetic Survey in June 1991..
 FS0104
 FS0104.The geoid height was determined by GEOID03.
 FS0104
 FS0104.The dynamic height is computed by dividing the NAVD 88
 FS0104.geopotential number by the normal gravity value computed on the
 FS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0104.degrees latitude (g = 980.6199 gals.).
 FS0104
 FS0104.The modeled gravity was interpolated from observed gravity values.
 FS0104
 FS0104;                    North         East    Units  Estimated Accuracy
 FS0104;SPC AZ W     -   532,620.      143,590.      MT  (+/- 180 meters Scaled)
 FS0104
 FS0104                          SUPERSEDED SURVEY CONTROL
 FS0104
 FS0104  NGVD 29 (??/??/92)  685.017  (m)         2247.43   (f) ADJ UNCH    1 1
 FS0104
 FS0104.Superseded values are not recommended for survey control.
 FS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0104.See file dsdata.txt to determine how the superseded data were derived.
 FS0104
 FS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV239646(NAD 83)
 FS0104_MARKER: DB = BENCH MARK DISK
 FS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0104_STAMPING: B 119 1935
 FS0104_MARK LOGO: CGS   
 FS0104_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0104+STABILITY: SURFACE MOTION
 FS0104
 FS0104  HISTORY     - Date     Condition        Report By
 FS0104  HISTORY     - 1935     MONUMENTED       CGS
 FS0104  HISTORY     - 1950     GOOD             NGS
 FS0104  HISTORY     - 1963     GOOD             NGS
 FS0104  HISTORY     - 1982     GOOD             NGS
 FS0104
 FS0104                          STATION DESCRIPTION
 FS0104
 FS0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0104'24.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0104'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 FS0104'THENCE 17.8 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 21.6 MILES
 FS0104'SOUTHEAST OF HOOVER DAM, 0.8 MILE EAST OF THE JUNCTION OF U.S.
 FS0104'HIGHWAY 93, 0.75 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH DIRT
 FS0104'ROAD, 53 1/2 FEET WEST OF A 10-INCH JOSHUA TREE, 42 1/2 FEET NORTH
 FS0104'OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHEAST OF A WITNESS
 FS0104'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0104'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0104
 FS0104                          STATION RECOVERY (1963)
 FS0104
 FS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0104'RECOVERED IN GOOD CONDITION.
 FS0104
 FS0104                          STATION RECOVERY (1982)
 FS0104
 FS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0104'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0104'OF HOOVER DAM, THENCE 1.3 KM (0.8 MI) EAST ALONG A DIM TRACK ROAD, 1.3
 FS0104'KM (0.8 MI) EAST OF BENCH MARK A 119 RESET 1981, 16.2 METERS (53 FT)
 FS0104'WEST OF A 10-INCH JOSHUA TREE, 12.8 METERS (42 FT) NORTH OF THE CENTER
 FS0104'OF THE TRACK ROAD.
 FS0104'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 FS0104'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0652 ***********************************************************************
 ET0652  DESIGNATION -  B 12
 ET0652  PID         -  ET0652
 ET0652  STATE/COUNTY-  AZ/LA PAZ
 ET0652  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0652
 ET0652                         *CURRENT SURVEY CONTROL
 ET0652  ___________________________________________________________________
 ET0652* NAD 83(1986)-  34 11 57.     (N)    113 28 02.     (W)     SCALED    
 ET0652* NAVD 88     -       483.03   (+/-2cm)    1584.7    (feet)  VERTCON   
 ET0652  ___________________________________________________________________
 ET0652  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ET0652
 ET0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0652
 ET0652.The horizontal coordinates were scaled from a topographic map and have
 ET0652.an estimated accuracy of +/- 6 seconds.
 ET0652
 ET0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0652.The vertical order pertains to the NGVD 29 superseded value.
 ET0652
 ET0652.The geoid height was determined by GEOID03.
 ET0652
 ET0652;                    North         East    Units  Estimated Accuracy
 ET0652;SPC AZ W     -   354,790.      239,420.      MT  (+/- 180 meters Scaled)
 ET0652
 ET0652                          SUPERSEDED SURVEY CONTROL
 ET0652
 ET0652  NGVD 29 (??/??/92)  482.355  (m)         1582.53   (f) ADJ UNCH    1 2
 ET0652
 ET0652.Superseded values are not recommended for survey control.
 ET0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0652.See file dsdata.txt to determine how the superseded data were derived.
 ET0652
 ET0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC726869(NAD 83)
 ET0652_MARKER: DB = BENCH MARK DISK
 ET0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0652_STAMPING: 1582.526 B 12 1927
 ET0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0652+STABILITY: SURFACE MOTION
 ET0652
 ET0652  HISTORY     - Date     Condition        Report By
 ET0652  HISTORY     - 1927     MONUMENTED       CGS
 ET0652  HISTORY     - 1934     GOOD             NGS
 ET0652  HISTORY     - 20010730 MARK NOT FOUND   NGS
 ET0652
 ET0652                          STATION DESCRIPTION
 ET0652
 ET0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0652'30.1 MI N FROM WENDEN.
 ET0652'30.1 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0652'WENDEN, YUMA COUNTY, 3.1 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0652'LEADING TO CONGRESS JUNCTION, ON A SMALL FLAT, 50 FEET SOUTH OF THE
 ET0652'SOUTHEAST BANK OF A WASH, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 ET0652'ROAD, AND 2 FEET SOUTH OF A ROCK PILE.  A STANDARD DISK, STAMPED
 ET0652'1582.526 B 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 ET0652'INCHES ABOVE GROUND.
 ET0652
 ET0652                          STATION RECOVERY (2001)
 ET0652
 ET0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0652'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0386 ***********************************************************************
 FS0386  DESIGNATION -  B 120
 FS0386  PID         -  FS0386
 FS0386  STATE/COUNTY-  AZ/MOHAVE
 FS0386  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0386
 FS0386                         *CURRENT SURVEY CONTROL
 FS0386  ___________________________________________________________________
 FS0386* NAD 83(1986)-  35 58 21.     (N)    114 29 19.     (W)     SCALED    
 FS0386* NAVD 88     -       474.965  (meters)    1558.28   (feet)  POSTED    
 FS0386  ___________________________________________________________________
 FS0386  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0386  DYNAMIC HT  -         474.490 (meters)    1556.72  (feet)  COMP
 FS0386  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 FS0386
 FS0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0386
 FS0386.The horizontal coordinates were scaled from a topographic map and have
 FS0386.an estimated accuracy of +/- 6 seconds.
 FS0386
 FS0386.The orthometric height was determined by differential leveling
 FS0386.and adjusted by the National Geodetic Survey in 1992..
 FS0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0386.rate of 0.0 thru 1.0 mm/km.
 FS0386
 FS0386.The geoid height was determined by GEOID03.
 FS0386
 FS0386.The dynamic height is computed by dividing the NAVD 88
 FS0386.geopotential number by the normal gravity value computed on the
 FS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0386.degrees latitude (g = 980.6199 gals.).
 FS0386
 FS0386.The modeled gravity was interpolated from observed gravity values.
 FS0386
 FS0386;                    North         East    Units  Estimated Accuracy
 FS0386;SPC AZ W     -   551,730.      146,750.      MT  (+/- 180 meters Scaled)
 FS0386
 FS0386                          SUPERSEDED SURVEY CONTROL
 FS0386
 FS0386  NGVD 29 (??/??/92)  474.245  (m)         1555.92   (f) ADJ UNCH    1 1
 FS0386
 FS0386.Superseded values are not recommended for survey control.
 FS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0386.See file dsdata.txt to determine how the superseded data were derived.
 FS0386
 FS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264838(NAD 83)
 FS0386_MARKER: DB = BENCH MARK DISK
 FS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0386_STAMPING: B 120 1935
 FS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0386+STABILITY: SURFACE MOTION
 FS0386
 FS0386  HISTORY     - Date     Condition        Report By
 FS0386  HISTORY     - 1935     MONUMENTED       CGS
 FS0386  HISTORY     - 1950     GOOD             NGS
 FS0386  HISTORY     - 1963     GOOD             NGS
 FS0386
 FS0386                          STATION DESCRIPTION
 FS0386
 FS0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0386'6.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0386'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0386'MEAD, AT A POINT WHERE THE LINE RUNS ALONG AN OLD ABANDONED
 FS0386'ROAD, ABOUT 300 YARDS WEST OF THE WEST BANK OF THE WASH, ON THE
 FS0386'TOP OF A BARREN RIDGE, 77 1/2 FEET SOUTHEAST OF THE CENTER
 FS0386'LINE OF THE ROAD, 69 FEET NORTH OF THE TOP OF THE NORTH BANK
 FS0386'OF A DEEP WASH, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET
 FS0386'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0386'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 FS0386
 FS0386                          STATION RECOVERY (1963)
 FS0386
 FS0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0644 ***********************************************************************
 CG0644  DESIGNATION -  B 121
 CG0644  PID         -  CG0644
 CG0644  STATE/COUNTY-  AZ/PIMA
 CG0644  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0644
 CG0644                         *CURRENT SURVEY CONTROL
 CG0644  ___________________________________________________________________
 CG0644* NAD 83(1986)-  31 58 00.     (N)    111 41 54.     (W)     SCALED    
 CG0644* NAVD 88     -       930.73   (+/-2cm)    3053.6    (feet)  VERTCON   
 CG0644  ___________________________________________________________________
 CG0644  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0644
 CG0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0644
 CG0644.The horizontal coordinates were scaled from a topographic map and have
 CG0644.an estimated accuracy of +/- 6 seconds.
 CG0644
 CG0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0644.The vertical order pertains to the NGVD 29 superseded value.
 CG0644
 CG0644.The geoid height was determined by GEOID03.
 CG0644
 CG0644;                    North         East    Units  Estimated Accuracy
 CG0644;SPC AZ C     -   107,190.      234,000.      MT  (+/- 180 meters Scaled)
 CG0644
 CG0644                          SUPERSEDED SURVEY CONTROL
 CG0644
 CG0644  NGVD 29 (??/??/92)  929.983  (m)         3051.12   (f) ADJ UNCH    2 0
 CG0644
 CG0644.Superseded values are not recommended for survey control.
 CG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0644.See file dsdata.txt to determine how the superseded data were derived.
 CG0644
 CG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340369(NAD 83)
 CG0644_MARKER: DB = BENCH MARK DISK
 CG0644_SETTING: 66 = SET IN ROCK OUTCROP
 CG0644_SP_SET: GRANITE OUTCRP
 CG0644_STAMPING: B 121 1935
 CG0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0644+STABILITY: POSITION/ELEVATION WELL
 CG0644
 CG0644  HISTORY     - Date     Condition        Report By
 CG0644  HISTORY     - 1935     MONUMENTED       CGS
 CG0644  HISTORY     - 1952     GOOD             NGS
 CG0644
 CG0644                          STATION DESCRIPTION
 CG0644
 CG0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0644'15.35 MI E FROM SELLS.
 CG0644'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0644'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 2.25 MILES
 CG0644'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.2 MILE NORTH OF A T
 CG0644'JUNCTION OF A DIM ROAD LEADING EAST, AT THE TOP OF A STEEP INCLINE,
 CG0644'AND SET IN THE TOP OF A GRANITE OUTCROP ON THE EAST SIDE OF THE ROAD,
 CG0644'0.45 MILE NORTH OF A CATTLE GUARD, 90 1/2 FEET NORTH OF THE CENTER OF
 CG0644'THE ROAD AND WASH CROSSING THE ROAD, 37 1/2 FEET EAST OF THE CENTER
 CG0644'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0661 ***********************************************************************
 CG0661  DESIGNATION -  B 122
 CG0661  PID         -  CG0661
 CG0661  STATE/COUNTY-  AZ/PIMA
 CG0661  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0661
 CG0661                         *CURRENT SURVEY CONTROL
 CG0661  ___________________________________________________________________
 CG0661* NAD 83(1986)-  31 51 51.     (N)    111 38 53.     (W)     SCALED    
 CG0661* NAVD 88     -      1070.65   (+/-2cm)    3512.6    (feet)  VERTCON   
 CG0661  ___________________________________________________________________
 CG0661  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0661
 CG0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0661
 CG0661.The horizontal coordinates were scaled from a topographic map and have
 CG0661.an estimated accuracy of +/- 6 seconds.
 CG0661
 CG0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0661.The vertical order pertains to the NGVD 29 superseded value.
 CG0661
 CG0661.The geoid height was determined by GEOID03.
 CG0661
 CG0661;                    North         East    Units  Estimated Accuracy
 CG0661;SPC AZ C     -    95,840.      238,780.      MT  (+/- 180 meters Scaled)
 CG0661
 CG0661                          SUPERSEDED SURVEY CONTROL
 CG0661
 CG0661  NGVD 29 (??/??/92) 1069.871  (m)         3510.07   (f) ADJ UNCH    2 0
 CG0661
 CG0661.Superseded values are not recommended for survey control.
 CG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0661.See file dsdata.txt to determine how the superseded data were derived.
 CG0661
 CG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA386255(NAD 83)
 CG0661_MARKER: DB = BENCH MARK DISK
 CG0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0661_STAMPING: B 122 1935
 CG0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0661+STABILITY: SURFACE MOTION
 CG0661
 CG0661  HISTORY     - Date     Condition        Report By
 CG0661  HISTORY     - 1935     MONUMENTED       CGS
 CG0661  HISTORY     - 1952     GOOD             NGS
 CG0661
 CG0661                          STATION DESCRIPTION
 CG0661
 CG0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0661'14.8 MI NE FROM TOPAWA.
 CG0661'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0661'TOPAWA, THENCE 5.9 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0661'0.1 MILE SOUTHWEST OF THE Y JUNCTION OF A ROAD LEADING NORTHEAST, 49
 CG0661'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8.3 FEET NORTHWEST OF A
 CG0661'FENCE LINE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 CG0661'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CG0661'THE GROUND, AND A METAL TAG ON A STAKE STAMPED 3510.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0760 ***********************************************************************
 CG0760  DESIGNATION -  B 123
 CG0760  PID         -  CG0760
 CG0760  STATE/COUNTY-  AZ/PIMA
 CG0760  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0760
 CG0760                         *CURRENT SURVEY CONTROL
 CG0760  ___________________________________________________________________
 CG0760* NAD 83(1986)-  31 36 59.     (N)    111 44 41.     (W)     SCALED    
 CG0760* NAVD 88     -       791.27   (+/-2cm)    2596.0    (feet)  VERTCON   
 CG0760  ___________________________________________________________________
 CG0760  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CG0760
 CG0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0760
 CG0760.The horizontal coordinates were scaled from a topographic map and have
 CG0760.an estimated accuracy of +/- 6 seconds.
 CG0760
 CG0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0760.The vertical order pertains to the NGVD 29 superseded value.
 CG0760
 CG0760.The geoid height was determined by GEOID03.
 CG0760
 CG0760;                    North         East    Units  Estimated Accuracy
 CG0760;SPC AZ C     -    68,350.      229,670.      MT  (+/- 180 meters Scaled)
 CG0760
 CG0760                          SUPERSEDED SURVEY CONTROL
 CG0760
 CG0760  NGVD 29 (??/??/92)  790.528  (m)         2593.59   (f) ADJ UNCH    2 0
 CG0760
 CG0760.Superseded values are not recommended for survey control.
 CG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0760.See file dsdata.txt to determine how the superseded data were derived.
 CG0760
 CG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV293981(NAD 83)
 CG0760_MARKER: DB = BENCH MARK DISK
 CG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0760_STAMPING: B 123 1935
 CG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0760+STABILITY: SURFACE MOTION
 CG0760
 CG0760  HISTORY     - Date     Condition        Report By
 CG0760  HISTORY     - 1935     MONUMENTED       CGS
 CG0760  HISTORY     - 1952     GOOD             NGS
 CG0760
 CG0760                          STATION DESCRIPTION
 CG0760
 CG0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0760'2.34 MI E FROM SAN MIGUEL.
 CG0760'2.34 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION
 CG0760'SCHOOL AT SAN MIGUEL, 0.75 MILES WEST OF THE INTERSECTION OF A GRAVEL
 CG0760'ROAD LEADING SOUTHEAST, 211 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CG0760'2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 CG0760'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CG0760'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0476 ***********************************************************************
 FR0476  DESIGNATION -  B 124
 FR0476  PID         -  FR0476
 FR0476  STATE/COUNTY-  AZ/MOHAVE
 FR0476  USGS QUAD   -  VALENTINE (1980)
 FR0476
 FR0476                         *CURRENT SURVEY CONTROL
 FR0476  ___________________________________________________________________
 FR0476* NAD 83(1986)-  35 23 38.     (N)    113 44 56.     (W)     SCALED    
 FR0476* NAVD 88     -      1086.248  (meters)    3563.80   (feet)  ADJUSTED  
 FR0476  ___________________________________________________________________
 FR0476  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0476  DYNAMIC HT  -        1084.954 (meters)    3559.55  (feet)  COMP
 FR0476  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 FR0476
 FR0476  VERT ORDER  -  FIRST     CLASS I
 FR0476
 FR0476.The horizontal coordinates were scaled from a topographic map and have
 FR0476.an estimated accuracy of +/- 6 seconds.
 FR0476
 FR0476.The orthometric height was determined by differential leveling
 FR0476.and adjusted by the National Geodetic Survey in June 1991..
 FR0476
 FR0476.The geoid height was determined by GEOID03.
 FR0476
 FR0476.The dynamic height is computed by dividing the NAVD 88
 FR0476.geopotential number by the normal gravity value computed on the
 FR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0476.degrees latitude (g = 980.6199 gals.).
 FR0476
 FR0476.The modeled gravity was interpolated from observed gravity values.
 FR0476
 FR0476;                    North         East    Units  Estimated Accuracy
 FR0476;SPC AZ W     -   487,290.      213,460.      MT  (+/- 180 meters Scaled)
 FR0476
 FR0476                          SUPERSEDED SURVEY CONTROL
 FR0476
 FR0476  NGVD 29 (??/??/92) 1085.447  (m)         3561.17   (f) ADJ UNCH    1 1
 FR0476
 FR0476.Superseded values are not recommended for survey control.
 FR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0476.See file dsdata.txt to determine how the superseded data were derived.
 FR0476
 FR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE503201(NAD 83)
 FR0476_MARKER: DB = BENCH MARK DISK
 FR0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0476_STAMPING: B 124 1935
 FR0476_MARK LOGO: CGS   
 FR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0476+STABILITY: SURFACE MOTION
 FR0476
 FR0476  HISTORY     - Date     Condition        Report By
 FR0476  HISTORY     - 1935     MONUMENTED       CGS
 FR0476  HISTORY     - 1940     GOOD             NGS
 FR0476  HISTORY     - 1961     GOOD             NGS
 FR0476  HISTORY     - 1982     GOOD             NGS
 FR0476
 FR0476                          STATION DESCRIPTION
 FR0476
 FR0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0476'2.1 MI NW FROM HACKBERRY.
 FR0476'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0476'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 430 FEET NORTHWEST OF A
 FR0476'ROAD CROSSING, 225 FEET EAST OF MILEPOST 491, AT CONCRETE CULVERT D
 FR0476'491, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET
 FR0476'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 FR0476'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 124 1935.
 FR0476
 FR0476                          STATION RECOVERY (1961)
 FR0476
 FR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0476'RECOVERED IN GOOD CONDITION.
 FR0476
 FR0476                          STATION RECOVERY (1982)
 FR0476
 FR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0476'41.2 KM (25.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0476'FE RAILROAD FROM THE STATION AT KINGMAN, 131.0 METERS (430 FEET)
 FR0476'NORTHWEST OF A ROAD CROSSING, 68.6 METERS (225.0 FEET) EAST OF MILE
 FR0476'POST 491, 3.65 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF THE
 FR0476'TRACK, IN TOP OF THE EAST END OF THE NORTH HEADWALL.
 FR0476'THE MARK IS 1.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0521 ***********************************************************************
 FR0521  DESIGNATION -  B 125
 FR0521  PID         -  FR0521
 FR0521  STATE/COUNTY-  AZ/MOHAVE
 FR0521  USGS QUAD   -  ANTARES (1980)
 FR0521
 FR0521                         *CURRENT SURVEY CONTROL
 FR0521  ___________________________________________________________________
 FR0521* NAD 83(1986)-  35 25 01.     (N)    113 45 33.     (W)     SCALED    
 FR0521* NAVD 88     -      1033.950  (meters)    3392.22   (feet)  POSTED    
 FR0521  ___________________________________________________________________
 FR0521  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0521  DYNAMIC HT  -        1032.730 (meters)    3388.22  (feet)  COMP
 FR0521  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 FR0521
 FR0521  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0521
 FR0521.The horizontal coordinates were scaled from a topographic map and have
 FR0521.an estimated accuracy of +/- 6 seconds.
 FR0521
 FR0521.The orthometric height was determined by differential leveling
 FR0521.and adjusted by the National Geodetic Survey in 1992..
 FR0521.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0521.rate of 1.1 thru 2.0 mm/km.
 FR0521
 FR0521.The geoid height was determined by GEOID03.
 FR0521
 FR0521.The dynamic height is computed by dividing the NAVD 88
 FR0521.geopotential number by the normal gravity value computed on the
 FR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0521.degrees latitude (g = 980.6199 gals.).
 FR0521
 FR0521.The modeled gravity was interpolated from observed gravity values.
 FR0521
 FR0521;                    North         East    Units  Estimated Accuracy
 FR0521;SPC AZ W     -   489,840.      212,530.      MT  (+/- 180 meters Scaled)
 FR0521
 FR0521                          SUPERSEDED SURVEY CONTROL
 FR0521
 FR0521  NGVD 29 (??/??/92) 1033.152  (m)         3389.60   (f) ADJ UNCH    1 1
 FR0521
 FR0521.Superseded values are not recommended for survey control.
 FR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0521.See file dsdata.txt to determine how the superseded data were derived.
 FR0521
 FR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE494227(NAD 83)
 FR0521_MARKER: DB = BENCH MARK DISK
 FR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0521_STAMPING: B 125 1935
 FR0521_MARK LOGO: CGS   
 FR0521_PROJECTION: PROJECTING 7 CENTIMETERS
 FR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0521+STABILITY: SURFACE MOTION
 FR0521
 FR0521  HISTORY     - Date     Condition        Report By
 FR0521  HISTORY     - 1935     MONUMENTED       CGS
 FR0521  HISTORY     - 1940     GOOD             NGS
 FR0521  HISTORY     - 1982     GOOD             NGS
 FR0521
 FR0521                          STATION DESCRIPTION
 FR0521
 FR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0521'3.8 MI N FROM HACKBERRY.
 FR0521'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0521'HACKBERRY, PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO
 FR0521'3.8 MILES.  BENCH MARK IS 2.0 MILES NORTH OF THE INTERSECTION OF THE
 FR0521'ROAD TO PIERCES FERRY WITH U. S. HIGHWAY NO. 66. ABOUT 0.1 MILE
 FR0521'NORTHWEST OF POINT OF ROCKY HILL. 18 FEET SOUTHWEST OF THE CENTER LINE
 FR0521'OF THE ROAD. 3.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST
 FR0521'PROJECTING 2.0 FEET.  STD. DISK B M IN CONCRETE POST PROJECTING 0.4
 FR0521'FOOT.
 FR0521
 FR0521                          STATION RECOVERY (1982)
 FR0521
 FR0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0521'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0521'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 3.5 KM (2.2 MILES )
 FR0521'NORTHWEST ALONG A DIRT ROAD, ABOUT 0.16 KM (0.1 MI) NORTHWEST OF A
 FR0521'ROCKY HILL, 5.5 METERS (18.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 FR0521'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0455 ***********************************************************************
 FS0455  DESIGNATION -  B 126
 FS0455  PID         -  FS0455
 FS0455  STATE/COUNTY-  AZ/MOHAVE
 FS0455  USGS QUAD   -  GARNET MTN (1989)
 FS0455
 FS0455                         *CURRENT SURVEY CONTROL
 FS0455  ___________________________________________________________________
 FS0455* NAD 83(1986)-  35 51 36.     (N)    114 04 26.     (W)     SCALED    
 FS0455* NAVD 88     -      1239.605  (meters)    4066.94   (feet)  POSTED    
 FS0455  ___________________________________________________________________
 FS0455  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FS0455  DYNAMIC HT  -        1238.180 (meters)    4062.26  (feet)  COMP
 FS0455  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 FS0455
 FS0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0455
 FS0455.The horizontal coordinates were scaled from a topographic map and have
 FS0455.an estimated accuracy of +/- 6 seconds.
 FS0455
 FS0455.The orthometric height was determined by differential leveling
 FS0455.and adjusted by the National Geodetic Survey in 1992..
 FS0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0455.rate of 0.0 thru 1.0 mm/km.
 FS0455
 FS0455.The geoid height was determined by GEOID03.
 FS0455
 FS0455.The dynamic height is computed by dividing the NAVD 88
 FS0455.geopotential number by the normal gravity value computed on the
 FS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0455.degrees latitude (g = 980.6199 gals.).
 FS0455
 FS0455.The modeled gravity was interpolated from observed gravity values.
 FS0455
 FS0455;                    North         East    Units  Estimated Accuracy
 FS0455;SPC AZ W     -   539,050.      184,110.      MT  (+/- 180 meters Scaled)
 FS0455
 FS0455                          SUPERSEDED SURVEY CONTROL
 FS0455
 FS0455  NGVD 29 (??/??/92) 1238.824  (m)         4064.38   (f) ADJ UNCH    1 1
 FS0455
 FS0455.Superseded values are not recommended for survey control.
 FS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0455.See file dsdata.txt to determine how the superseded data were derived.
 FS0455
 FS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV642723(NAD 83)
 FS0455_MARKER: DB = BENCH MARK DISK
 FS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0455_STAMPING: B 126 1935
 FS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0455+STABILITY: SURFACE MOTION
 FS0455
 FS0455  HISTORY     - Date     Condition        Report By
 FS0455  HISTORY     - 1935     MONUMENTED       CGS
 FS0455  HISTORY     - 1950     GOOD             NGS
 FS0455  HISTORY     - 1986     GOOD             USPSQD
 FS0455
 FS0455                          STATION DESCRIPTION
 FS0455
 FS0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0455'20.9 MI S FROM PIERCES FERRY.
 FS0455'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0455'RANGER STATION AT PIERCES FERRY, THENCE 7.5 MILES SOUTH ALONG
 FS0455'A DIRT ROAD, 55 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 FS0455'A DIRT ROAD LEADING SOUTHEAST, 18 FEET WEST OF THE CENTER LINE
 FS0455'OF THE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 FS0455'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0455'PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0455
 FS0455                          STATION RECOVERY (1986)
 FS0455
 FS0455'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0390 ***********************************************************************
 GR0390  DESIGNATION -  B 127
 GR0390  PID         -  GR0390
 GR0390  STATE/COUNTY-  AZ/MOHAVE
 GR0390  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0390
 GR0390                         *CURRENT SURVEY CONTROL
 GR0390  ___________________________________________________________________
 GR0390* NAD 83(1986)-  36 06 24.     (N)    114 02 53.     (W)     SCALED    
 GR0390* NAVD 88     -       655.104  (meters)    2149.29   (feet)  POSTED    
 GR0390  ___________________________________________________________________
 GR0390  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0390  DYNAMIC HT  -         654.410 (meters)    2147.01  (feet)  COMP
 GR0390  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 GR0390
 GR0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0390
 GR0390.The horizontal coordinates were scaled from a topographic map and have
 GR0390.an estimated accuracy of +/- 6 seconds.
 GR0390
 GR0390.The orthometric height was determined by differential leveling
 GR0390.and adjusted by the National Geodetic Survey in 1992..
 GR0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0390.rate of 0.0 thru 1.0 mm/km.
 GR0390
 GR0390.The geoid height was determined by GEOID03.
 GR0390
 GR0390.The dynamic height is computed by dividing the NAVD 88
 GR0390.geopotential number by the normal gravity value computed on the
 GR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0390.degrees latitude (g = 980.6199 gals.).
 GR0390
 GR0390.The modeled gravity was interpolated from observed gravity values.
 GR0390
 GR0390;                    North         East    Units  Estimated Accuracy
 GR0390;SPC AZ W     -   566,410.      186,520.      MT  (+/- 180 meters Scaled)
 GR0390
 GR0390                          SUPERSEDED SURVEY CONTROL
 GR0390
 GR0390  NGVD 29 (??/??/92)  654.391  (m)         2146.95   (f) ADJ UNCH    1 1
 GR0390
 GR0390.Superseded values are not recommended for survey control.
 GR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0390.See file dsdata.txt to determine how the superseded data were derived.
 GR0390
 GR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV657998(NAD 83)
 GR0390_MARKER: DB = BENCH MARK DISK
 GR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0390_STAMPING: B 127 1935
 GR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0390+STABILITY: SURFACE MOTION
 GR0390
 GR0390  HISTORY     - Date     Condition        Report By
 GR0390  HISTORY     - 1935     MONUMENTED       CGS
 GR0390  HISTORY     - 1950     GOOD             NGS
 GR0390
 GR0390                          STATION DESCRIPTION
 GR0390
 GR0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0390'2.9 MI SW FROM PIERCES FERRY.
 GR0390'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0390'STATION AT PIERCES FERRY, THENCE 2.4 MILES SOUTHWEST ALONG AN OLD
 GR0390'ABANDONED ROAD, 128 FEET NORTHWEST OF THE CENTER LINE OF THE PARK
 GR0390'SERVICE ROAD, 123 FEET WEST OF THE CENTER OF THE NORTHWEST END OF AN
 GR0390'18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE PARK SERVICE ROAD, 20
 GR0390'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE
 GR0390'APPROXIMATE CENTER OF A SMALL WASH, 2.0 FEET EAST OF A WITNESS POST,
 GR0390'ABOUT 5 FEET LOWER THAN THE PARK SERVICE ROAD, AND SET IN THE TOP OF A
 GR0390'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0438 ***********************************************************************
 FS0438  DESIGNATION -  B 128
 FS0438  PID         -  FS0438
 FS0438  STATE/COUNTY-  AZ/MOHAVE
 FS0438  USGS QUAD   -  GOLD BASIN (1989)
 FS0438
 FS0438                         *CURRENT SURVEY CONTROL
 FS0438  ___________________________________________________________________
 FS0438* NAD 83(1986)-  35 48 42.     (N)    114 08 53.     (W)     SCALED    
 FS0438* NAVD 88     -       859.324  (meters)    2819.30   (feet)  POSTED    
 FS0438  ___________________________________________________________________
 FS0438  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FS0438  DYNAMIC HT  -         858.370 (meters)    2816.17  (feet)  COMP
 FS0438  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 FS0438
 FS0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0438
 FS0438.The horizontal coordinates were scaled from a topographic map and have
 FS0438.an estimated accuracy of +/- 6 seconds.
 FS0438
 FS0438.The orthometric height was determined by differential leveling
 FS0438.and adjusted by the National Geodetic Survey in 1992..
 FS0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0438.rate of 0.0 thru 1.0 mm/km.
 FS0438
 FS0438.The geoid height was determined by GEOID03.
 FS0438
 FS0438.The dynamic height is computed by dividing the NAVD 88
 FS0438.geopotential number by the normal gravity value computed on the
 FS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0438.degrees latitude (g = 980.6199 gals.).
 FS0438
 FS0438.The modeled gravity was interpolated from observed gravity values.
 FS0438
 FS0438;                    North         East    Units  Estimated Accuracy
 FS0438;SPC AZ W     -   533,710.      177,390.      MT  (+/- 180 meters Scaled)
 FS0438
 FS0438                          SUPERSEDED SURVEY CONTROL
 FS0438
 FS0438  NGVD 29 (??/??/92)  858.585  (m)         2816.87   (f) ADJ UNCH    1 1
 FS0438
 FS0438.Superseded values are not recommended for survey control.
 FS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0438.See file dsdata.txt to determine how the superseded data were derived.
 FS0438
 FS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576668(NAD 83)
 FS0438_MARKER: DB = BENCH MARK DISK
 FS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0438_STAMPING: B 128 1935
 FS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0438+STABILITY: SURFACE MOTION
 FS0438
 FS0438  HISTORY     - Date     Condition        Report By
 FS0438  HISTORY     - 1935     MONUMENTED       CGS
 FS0438  HISTORY     - 1950     GOOD             NGS
 FS0438  HISTORY     - 19870126 GOOD             USPSQD
 FS0438
 FS0438                          STATION DESCRIPTION
 FS0438
 FS0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0438'29.2 MI S FROM PIERCES FERRY.
 FS0438'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0438'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0438'A DIRT ROAD, THENCE 2.1 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0438'ROAD, 0.5 MILE SOUTHEAST OF THE SMITH RANCHHOUSE, 19 FEET
 FS0438'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 FS0438'WITNESS POST, ABOUT LEEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0438'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0438
 FS0438                          STATION RECOVERY (1987)
 FS0438
 FS0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0831 ***********************************************************************
 FS0831  DESIGNATION -  B 129
 FS0831  PID         -  FS0831
 FS0831  STATE/COUNTY-  AZ/MOHAVE
 FS0831  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0831
 FS0831                         *CURRENT SURVEY CONTROL
 FS0831  ___________________________________________________________________
 FS0831* NAD 83(1986)-  35 59 21.     (N)    114 08 30.     (W)     SCALED    
 FS0831* NAVD 88     -       459.811  (meters)    1508.56   (feet)  POSTED    
 FS0831  ___________________________________________________________________
 FS0831  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0831  DYNAMIC HT  -         459.350 (meters)    1507.05  (feet)  COMP
 FS0831  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 FS0831
 FS0831  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0831
 FS0831.The horizontal coordinates were scaled from a topographic map and have
 FS0831.an estimated accuracy of +/- 6 seconds.
 FS0831
 FS0831.The orthometric height was determined by differential leveling
 FS0831.and adjusted by the National Geodetic Survey in 1992..
 FS0831.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0831.rate of 2.1 thru 3.0 mm/km.
 FS0831
 FS0831.The geoid height was determined by GEOID03.
 FS0831
 FS0831.The dynamic height is computed by dividing the NAVD 88
 FS0831.geopotential number by the normal gravity value computed on the
 FS0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0831.degrees latitude (g = 980.6199 gals.).
 FS0831
 FS0831.The modeled gravity was interpolated from observed gravity values.
 FS0831
 FS0831;                    North         East    Units  Estimated Accuracy
 FS0831;SPC AZ W     -   553,400.      178,040.      MT  (+/- 180 meters Scaled)
 FS0831
 FS0831                          SUPERSEDED SURVEY CONTROL
 FS0831
 FS0831  NGVD 29 (??/??/92)  459.16   (m)         1506.4    (f) COMPUTED    1 2
 FS0831
 FS0831.Superseded values are not recommended for survey control.
 FS0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0831.See file dsdata.txt to determine how the superseded data were derived.
 FS0831
 FS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576865(NAD 83)
 FS0831_MARKER: DB = BENCH MARK DISK
 FS0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0831_STAMPING: B 129 1935
 FS0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0831+STABILITY: SURFACE MOTION
 FS0831
 FS0831  HISTORY     - Date     Condition        Report By
 FS0831  HISTORY     - 1935     MONUMENTED       CGS
 FS0831  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0831
 FS0831                          STATION DESCRIPTION
 FS0831
 FS0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0831'53.5 MI N FROM HACKBERRY.
 FS0831'37.3 MILES NORTH ALONG ROAD TO PIERCES FERRY, 15.6 MILES NORTH
 FS0831'ALONG ROAD TO GREGGS FERRY, VIA HUALPAI WASH, ON EAST BANK OF
 FS0831'WASH, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, IN TOP OF NORTH
 FS0831'ROCK OF TWO LARGE ROCKS ON EAST BANK OF WASH.  A STANDARD DISK,
 FS0831'STAMPED B 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FS0831'NOTE-- MARK MAY HAVE BEEN BURIED OR WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0977 ***********************************************************************
 DV0977  DESIGNATION -  B 13
 DV0977  PID         -  DV0977
 DV0977  STATE/COUNTY-  AZ/MARICOPA
 DV0977  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0977
 DV0977                         *CURRENT SURVEY CONTROL
 DV0977  ___________________________________________________________________
 DV0977* NAD 83(1986)-  33 32 31.     (N)    113 10 04.     (W)     SCALED    
 DV0977* NAVD 88     -       376.301  (meters)    1234.58   (feet)  ADJUSTED  
 DV0977  ___________________________________________________________________
 DV0977  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV0977  DYNAMIC HT  -         375.864 (meters)    1233.15  (feet)  COMP
 DV0977  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 DV0977
 DV0977  VERT ORDER  -  FIRST     CLASS II
 DV0977
 DV0977.The horizontal coordinates were scaled from a topographic map and have
 DV0977.an estimated accuracy of +/- 6 seconds.
 DV0977
 DV0977.The orthometric height was determined by differential leveling
 DV0977.and adjusted by the National Geodetic Survey in June 1991..
 DV0977
 DV0977.The geoid height was determined by GEOID03.
 DV0977
 DV0977.The dynamic height is computed by dividing the NAVD 88
 DV0977.geopotential number by the normal gravity value computed on the
 DV0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0977.degrees latitude (g = 980.6199 gals.).
 DV0977
 DV0977.The modeled gravity was interpolated from observed gravity values.
 DV0977
 DV0977;                    North         East    Units  Estimated Accuracy
 DV0977;SPC AZ C     -   282,550.       97,170.      MT  (+/- 180 meters Scaled)
 DV0977
 DV0977                          SUPERSEDED SURVEY CONTROL
 DV0977
 DV0977  NGVD 29 (??/??/92)  375.730  (m)         1232.71   (f) ADJ UNCH    1 2
 DV0977
 DV0977.Superseded values are not recommended for survey control.
 DV0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0977.See file dsdata.txt to determine how the superseded data were derived.
 DV0977
 DV0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC987134(NAD 83)
 DV0977_MARKER: DB = BENCH MARK DISK
 DV0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0977_STAMPING: 1232.707 B 13 1927
 DV0977_MARK LOGO: CGS   
 DV0977_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0977+STABILITY: SURFACE MOTION
 DV0977
 DV0977  HISTORY     - Date     Condition        Report By
 DV0977  HISTORY     - 1927     MONUMENTED       CGS
 DV0977  HISTORY     - 1962     GOOD             NGS
 DV0977  HISTORY     - 1981     GOOD             NGS
 DV0977
 DV0977                          STATION DESCRIPTION
 DV0977
 DV0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0977'31.0 MI SE FROM SALOME.
 DV0977'31.0 MILES SOUTHEAST ALONG THE HASSYAMPA ROAD FROM THE JUNCTION OF
 DV0977'U.S. HIGHWAY 60 AT SALOME, 122 PACES NORTHEAST OF THE CENTER OF THE
 DV0977'ROAD, IN OPEN COUNTRY ON THE VALLEY FLOOR, 11 PACES SOUTHWEST OF AN
 DV0977'OLD ABANDONED ROAD WHICH IS NOW A WASH, AND LEVEL WITH THE ROAD.  A
 DV0977'STANDARD DISK STAMPED 1232.707 B 13 1927, AND SET IN TOP OF A CONCRETE
 DV0977'POST PROJECTING 4 INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM
 DV0977'THE POST OFFICE AT TONAPAH IN MARICOPA COUNTY BY GOING 7.2 MILES WEST
 DV0977'ALONG A GRAVEL ROAD, THENCE 6.3 MILES NORTHWEST ALONG THE
 DV0977'SALOME-HASSYAMPA ROAD.
 DV0977
 DV0977                          STATION RECOVERY (1981)
 DV0977
 DV0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0977'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0977'AT TONOPAH, THENCE 12.2 KM (7.6 MI) NORTHWEST ALONG SALOME ROAD,
 DV0977'209 PACES SOUTHWEST OF THE CENTERLINE OF THE ROAD, 122 PACES NORTHEAST
 DV0977'OF THE CENTERLINE OF THE OLD SALOME ROAD, 73.1 METERS (240 FT) NORTH
 DV0977'OF A LEVEE PARALLELING THE WEST BOUND TRAFFIC LANES OF INTERSTATE
 DV0977'HIGHWAY 10.
 DV0977'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DV0977'THE MARK IS 1.2 M BELOW THE TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0111 ***********************************************************************
 GQ0111  DESIGNATION -  B 130
 GQ0111  PID         -  GQ0111
 GQ0111  STATE/COUNTY-  AZ/MOHAVE
 GQ0111  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0111
 GQ0111                         *CURRENT SURVEY CONTROL
 GQ0111  ___________________________________________________________________
 GQ0111* NAD 83(1986)-  36 14 29.     (N)    113 53 53.     (W)     SCALED    
 GQ0111* NAVD 88     -       631.583  (meters)    2072.12   (feet)  POSTED    
 GQ0111  ___________________________________________________________________
 GQ0111  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GQ0111  DYNAMIC HT  -         630.920 (meters)    2069.94  (feet)  COMP
 GQ0111  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 GQ0111
 GQ0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0111
 GQ0111.The horizontal coordinates were scaled from a topographic map and have
 GQ0111.an estimated accuracy of +/- 6 seconds.
 GQ0111
 GQ0111.The orthometric height was determined by differential leveling
 GQ0111.and adjusted by the National Geodetic Survey in 1992..
 GQ0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0111.rate of 0.0 thru 1.0 mm/km.
 GQ0111
 GQ0111.The geoid height was determined by GEOID03.
 GQ0111
 GQ0111.The dynamic height is computed by dividing the NAVD 88
 GQ0111.geopotential number by the normal gravity value computed on the
 GQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0111.degrees latitude (g = 980.6199 gals.).
 GQ0111
 GQ0111.The modeled gravity was interpolated from observed gravity values.
 GQ0111
 GQ0111;                    North         East    Units  Estimated Accuracy
 GQ0111;SPC AZ W     -   581,330.      200,050.      MT  (+/- 180 meters Scaled)
 GQ0111
 GQ0111                          SUPERSEDED SURVEY CONTROL
 GQ0111
 GQ0111  NGVD 29 (??/??/92)  630.879  (m)         2069.81   (f) ADJ UNCH    1 1
 GQ0111
 GQ0111.Superseded values are not recommended for survey control.
 GQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0111.See file dsdata.txt to determine how the superseded data were derived.
 GQ0111
 GQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF395146(NAD 83)
 GQ0111_MARKER: DB = BENCH MARK DISK
 GQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0111_STAMPING: B 130 1935
 GQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0111+STABILITY: SURFACE MOTION
 GQ0111
 GQ0111  HISTORY     - Date     Condition        Report By
 GQ0111  HISTORY     - 1935     MONUMENTED       CGS
 GQ0111  HISTORY     - 1950     GOOD             NGS
 GQ0111
 GQ0111                          STATION DESCRIPTION
 GQ0111
 GQ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0111'54.7 MI SE FROM RIVERSIDE, NV.
 GQ0111'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0111'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0111'THENCE 15.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0111'FERRY ROAD, ON THE TOP OF THE WEST END OF A LOW RIDGE BETWEEN TWO
 GQ0111'WASHES, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTH
 GQ0111'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GQ0111'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0131 ***********************************************************************
 ET0131  DESIGNATION -  B 131
 ET0131  PID         -  ET0131
 ET0131  STATE/COUNTY-  AZ/YAVAPAI
 ET0131  USGS QUAD   -  HUMBOLDT (1973)
 ET0131
 ET0131                         *CURRENT SURVEY CONTROL
 ET0131  ___________________________________________________________________
 ET0131* NAD 83(1986)-  34 33 10.     (N)    112 08 54.     (W)     SCALED    
 ET0131* NAVD 88     -      1511.84   (+/-2cm)    4960.1    (feet)  VERTCON   
 ET0131  ___________________________________________________________________
 ET0131  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0131
 ET0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0131
 ET0131.The horizontal coordinates were scaled from a topographic map and have
 ET0131.an estimated accuracy of +/- 6 seconds.
 ET0131
 ET0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0131.The vertical order pertains to the NGVD 29 superseded value.
 ET0131
 ET0131.The geoid height was determined by GEOID03.
 ET0131
 ET0131;                    North         East    Units  Estimated Accuracy
 ET0131;SPC AZ C     -   393,990.      192,100.      MT  (+/- 180 meters Scaled)
 ET0131
 ET0131                          SUPERSEDED SURVEY CONTROL
 ET0131
 ET0131  NGVD 29 (??/??/92) 1511.016  (m)         4957.39   (f) ADJ UNCH    2 0
 ET0131
 ET0131.Superseded values are not recommended for survey control.
 ET0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0131.See file dsdata.txt to determine how the superseded data were derived.
 ET0131
 ET0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD946240(NAD 83)
 ET0131_MARKER: DB = BENCH MARK DISK
 ET0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0131_STAMPING: B 131 1935
 ET0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0131+STABILITY: SURFACE MOTION
 ET0131
 ET0131  HISTORY     - Date     Condition        Report By
 ET0131  HISTORY     - 1935     MONUMENTED       CGS
 ET0131  HISTORY     - 1973     POOR             USGS
 ET0131
 ET0131                          STATION DESCRIPTION
 ET0131
 ET0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0131'6.2 MI E FROM DEWEY.
 ET0131'ABOUT 6.2 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI
 ET0131'COUNTY, ABOUT 400 FEET NORTHEAST OF A HOUSE, ABOUT 100 YARDS SOUTHEAST
 ET0131'OF A WINDMILL, AT THE NORTHEAST FENCE CORNER, AND 9 FEET WEST OF THE
 ET0131'CENTER LINE OF A ROAD PARALLELING A FENCE, AND SET IN THE TOP OF A
 ET0131'CONCRETE POST.
 ET0131
 ET0131                          STATION RECOVERY (1973)
 ET0131
 ET0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0131'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0314 ***********************************************************************
 ET0314  DESIGNATION -  B 132
 ET0314  PID         -  ET0314
 ET0314  STATE/COUNTY-  AZ/YAVAPAI
 ET0314  USGS QUAD   -  ESTLER PEAK (1974)
 ET0314
 ET0314                         *CURRENT SURVEY CONTROL
 ET0314  ___________________________________________________________________
 ET0314* NAD 83(1986)-  34 24 16.     (N)    112 04 32.     (W)     SCALED    
 ET0314* NAVD 88     -      1157.29   (+/-2cm)    3796.9    (feet)  VERTCON   
 ET0314  ___________________________________________________________________
 ET0314  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0314
 ET0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0314
 ET0314.The horizontal coordinates were scaled from a topographic map and have
 ET0314.an estimated accuracy of +/- 6 seconds.
 ET0314
 ET0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0314.The vertical order pertains to the NGVD 29 superseded value.
 ET0314
 ET0314.The geoid height was determined by GEOID03.
 ET0314
 ET0314;                    North         East    Units  Estimated Accuracy
 ET0314;SPC AZ C     -   377,520.      198,750.      MT  (+/- 180 meters Scaled)
 ET0314
 ET0314                          SUPERSEDED SURVEY CONTROL
 ET0314
 ET0314  NGVD 29 (??/??/92) 1156.583  (m)         3794.56   (f) ADJ UNCH    2 0
 ET0314
 ET0314.Superseded values are not recommended for survey control.
 ET0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0314.See file dsdata.txt to determine how the superseded data were derived.
 ET0314
 ET0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD011075(NAD 83)
 ET0314_MARKER: DB = BENCH MARK DISK
 ET0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0314_STAMPING: B 132 1935
 ET0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0314+STABILITY: SURFACE MOTION
 ET0314
 ET0314  HISTORY     - Date     Condition        Report By
 ET0314  HISTORY     - 1935     MONUMENTED       CGS
 ET0314  HISTORY     - 1974     GOOD             USGS
 ET0314
 ET0314                          STATION DESCRIPTION
 ET0314
 ET0314'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0314'7.7 MI W FROM DUGAS RANCH.
 ET0314'7.7 MILES WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, 0.15
 ET0314'MILE SOUTHEAST OF B.M. A 132, 0.2 MILE WEST OF THE AGUA FRIA RIVER
 ET0314'CROSSING, 725 FEET WEST OF THE SOUTHBOUND LANE OF NEW INTERSTATE
 ET0314'HIGHWAY 17, 26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 ET0314'WEST OF ROW FENCE, 3.5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 ET0314'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  NOTE-- THE WITNESS
 ET0314'POST MENTIONED IN THE ORIGINAL DESCRIPTION IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0272 ***********************************************************************
 ET0272  DESIGNATION -  B 133
 ET0272  PID         -  ET0272
 ET0272  STATE/COUNTY-  AZ/YAVAPAI
 ET0272  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0272
 ET0272                         *CURRENT SURVEY CONTROL
 ET0272  ___________________________________________________________________
 ET0272* NAD 83(1986)-  34 05 13.     (N)    112 06 07.     (W)     SCALED    
 ET0272* NAVD 88     -       642.59   (+/-2cm)    2108.2    (feet)  VERTCON   
 ET0272  ___________________________________________________________________
 ET0272  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 ET0272
 ET0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0272
 ET0272.The horizontal coordinates were scaled from a topographic map and have
 ET0272.an estimated accuracy of +/- 6 seconds.
 ET0272
 ET0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0272.The vertical order pertains to the NGVD 29 superseded value.
 ET0272
 ET0272.The geoid height was determined by GEOID03.
 ET0272
 ET0272;                    North         East    Units  Estimated Accuracy
 ET0272;SPC AZ C     -   342,310.      196,260.      MT  (+/- 180 meters Scaled)
 ET0272
 ET0272                          SUPERSEDED SURVEY CONTROL
 ET0272
 ET0272  NGVD 29 (??/??/92)  641.967  (m)         2106.19   (f) ADJ UNCH    2 0
 ET0272
 ET0272.Superseded values are not recommended for survey control.
 ET0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0272.See file dsdata.txt to determine how the superseded data were derived.
 ET0272
 ET0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC983723(NAD 83)
 ET0272_MARKER: DB = BENCH MARK DISK
 ET0272_SETTING: 80 = SET IN A BOULDER
 ET0272_SP_SET: BOULDER
 ET0272_STAMPING: B 133 1935
 ET0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0272+STABILITY: SURFACE MOTION
 ET0272
 ET0272  HISTORY     - Date     Condition        Report By
 ET0272  HISTORY     - 1935     MONUMENTED       CGS
 ET0272  HISTORY     - 1952     GOOD             NGS
 ET0272  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0272
 ET0272                          STATION DESCRIPTION
 ET0272
 ET0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0272'5.0 MI NE FROM ROCK SPRINGS.
 ET0272'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0272'STORE AT ROCK SPRINGS, THENCE 3.6 MILES NORTHEAST ALONG THE SQUAW
 ET0272'CREEK ROAD, THENCE 0.4 MILE EAST ALONG A TRACK ROAD, 0.2 MILE
 ET0272'SOUTHWEST OF AN ABANDONED RANCH HOUSE (JONES RANCH), AT THE BEGINNING
 ET0272'OF THE POWER LINE SADDLE TRAIL, AT THE JUNCTION OF A TRACK ROAD,
 ET0272'LEADING EAST ALONG SQUAW CREEK, IN TOP OF A 5-FOOT BY 3-FOOT BLACK
 ET0272'BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 80 FEET SOUTHWEST OF THE
 ET0272'CENTER OF THE ROAD JUNCTION, 95.0 FEET SOUTH AND ACROSS THE ROAD FROM
 ET0272'A TELEPHONE POLE WITH GUY WIRE, 53 FEET SOUTH OF THE CENTER LINE OF
 ET0272'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- A NEW HOUSE WAS BUILT IN AREA
 ET0272'OF BM AND AN EARTH MOVER HAS BEEN ALL OVER THIS AREA.  MARK COULD HAVE
 ET0272'BEEN DESTROYED.
 ET0272
 ET0272                          STATION RECOVERY (1969)
 ET0272
 ET0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0608 ***********************************************************************
 GR0608  DESIGNATION -  B 134
 GR0608  PID         -  GR0608
 GR0608  STATE/COUNTY-  AZ/MOHAVE
 GR0608  USGS QUAD   -  HOOVER DAM (1997)
 GR0608
 GR0608                         *CURRENT SURVEY CONTROL
 GR0608  ___________________________________________________________________
 GR0608* NAD 83(1986)-  36 00 18.     (N)    114 44 22.     (W)     SCALED    
 GR0608* NAVD 88     -       283.452  (meters)     929.96   (feet)  POSTED    
 GR0608  ___________________________________________________________________
 GR0608  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0608  DYNAMIC HT  -         283.170 (meters)     929.03  (feet)  COMP
 GR0608  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 GR0608
 GR0608  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0608
 GR0608.The horizontal coordinates were scaled from a topographic map and have
 GR0608.an estimated accuracy of +/- 6 seconds.
 GR0608
 GR0608.The orthometric height was determined by differential leveling
 GR0608.and adjusted by the National Geodetic Survey in 1992..
 GR0608.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0608.rate of 4.1 thru 8.0 mm/km.
 GR0608
 GR0608.The geoid height was determined by GEOID03.
 GR0608
 GR0608.The dynamic height is computed by dividing the NAVD 88
 GR0608.geopotential number by the normal gravity value computed on the
 GR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0608.degrees latitude (g = 980.6199 gals.).
 GR0608
 GR0608.The modeled gravity was interpolated from observed gravity values.
 GR0608
 GR0608;                    North         East    Units  Estimated Accuracy
 GR0608;SPC AZ W     -   555,540.      124,160.      MT  (+/- 180 meters Scaled)
 GR0608
 GR0608                          SUPERSEDED SURVEY CONTROL
 GR0608
 GR0608  NGVD 29 (??/??/92)  282.770  (m)          927.72   (f) ADJ UNCH    1 1
 GR0608
 GR0608.Superseded values are not recommended for survey control.
 GR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0608.See file dsdata.txt to determine how the superseded data were derived.
 GR0608
 GR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037868(NAD 83)
 GR0608_MARKER: DB = BENCH MARK DISK
 GR0608_SETTING: 66 = SET IN ROCK OUTCROP
 GR0608_SP_SET: LEDGE
 GR0608_STAMPING: B 134 1935
 GR0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0608+STABILITY: POSITION/ELEVATION WELL
 GR0608
 GR0608  HISTORY     - Date     Condition        Report By
 GR0608  HISTORY     - 1935     MONUMENTED       CGS
 GR0608  HISTORY     - 1950     GOOD             NGS
 GR0608  HISTORY     - 1963     GOOD             NGS
 GR0608
 GR0608                          STATION DESCRIPTION
 GR0608
 GR0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0608'3.7 MI S FROM HOOVER DAM.
 GR0608'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0608'(ARIZONA) END OF HOOVER DAM, THENCE 1.7 MILES WEST ALONG AN ABANDONED
 GR0608'HOOVER DAM CONSTRUCTION ROAD, ABOUT 0.2 MILE EAST OF AND ACROSS THE
 GR0608'COLORADO RIVER FROM A U. S. GEOLOGICAL SURVEY GAGING STATION, ABOUT
 GR0608'100 YARDS NORTHEAST OF THE NORTHEAST BANK OF THE RIVER, AT THE
 GR0608'NORTHWEST END OF A ROCK CUT, IN THE TOP OF A LEDGE, 22 FEET SOUTHWEST
 GR0608'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 GR0608
 GR0608                          STATION RECOVERY (1963)
 GR0608
 GR0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0072 ***********************************************************************
 FS0072  DESIGNATION -  B 135
 FS0072  PID         -  FS0072
 FS0072  STATE/COUNTY-  AZ/MOHAVE
 FS0072  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0072
 FS0072                         *CURRENT SURVEY CONTROL
 FS0072  ___________________________________________________________________
 FS0072* NAD 83(1986)-  35 56 50.     (N)    114 38 43.     (W)     SCALED    
 FS0072* NAVD 88     -       666.426  (meters)    2186.43   (feet)  POSTED    
 FS0072  ___________________________________________________________________
 FS0072  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0072  DYNAMIC HT  -         665.740 (meters)    2184.18  (feet)  COMP
 FS0072  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 FS0072
 FS0072  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0072
 FS0072.The horizontal coordinates were scaled from a topographic map and have
 FS0072.an estimated accuracy of +/- 6 seconds.
 FS0072
 FS0072.The orthometric height was determined by differential leveling
 FS0072.and adjusted by the National Geodetic Survey in 1992..
 FS0072.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0072.rate of 2.1 thru 3.0 mm/km.
 FS0072
 FS0072.The geoid height was determined by GEOID03.
 FS0072
 FS0072.The dynamic height is computed by dividing the NAVD 88
 FS0072.geopotential number by the normal gravity value computed on the
 FS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0072.degrees latitude (g = 980.6199 gals.).
 FS0072
 FS0072.The modeled gravity was interpolated from observed gravity values.
 FS0072
 FS0072;                    North         East    Units  Estimated Accuracy
 FS0072;SPC AZ W     -   549,050.      132,590.      MT  (+/- 180 meters Scaled)
 FS0072
 FS0072                          SUPERSEDED SURVEY CONTROL
 FS0072
 FS0072  NGVD 29 (??/??/92)  665.724  (m)         2184.13   (f) ADJ UNCH    1 1
 FS0072
 FS0072.Superseded values are not recommended for survey control.
 FS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0072.See file dsdata.txt to determine how the superseded data were derived.
 FS0072
 FS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV123806(NAD 83)
 FS0072_MARKER: DB = BENCH MARK DISK
 FS0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0072_SP_SET: BRIDGE
 FS0072_STAMPING: B 135 1935
 FS0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0072
 FS0072  HISTORY     - Date     Condition        Report By
 FS0072  HISTORY     - 1935     MONUMENTED       CGS
 FS0072  HISTORY     - 1950     GOOD             NGS
 FS0072  HISTORY     - 1963     GOOD             NGS
 FS0072  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0072
 FS0072                          STATION DESCRIPTION
 FS0072
 FS0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0072'8.2 MI SE FROM HOOVER DAM.
 FS0072'8.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0072'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF MILEPOST 8,
 FS0072'AT A MULTIPLE-SPAN CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP
 FS0072'OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL, 16.6 FEET
 FS0072'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0072'LOWER THAN THE HIGHWAY.
 FS0072
 FS0072                          STATION RECOVERY (1963)
 FS0072
 FS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0072'RECOVERED IN GOOD CONDITION.
 FS0072
 FS0072                          STATION RECOVERY (1981)
 FS0072
 FS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0072'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0277 ***********************************************************************
 DT0277  DESIGNATION -  B 137
 DT0277  PID         -  DT0277
 DT0277  STATE/COUNTY-  AZ/GREENLEE
 DT0277  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0277
 DT0277                         *CURRENT SURVEY CONTROL
 DT0277  ___________________________________________________________________
 DT0277* NAD 83(1986)-  33 44 16.     (N)    109 18 48.     (W)     SCALED    
 DT0277* NAVD 88     -      2302.433  (meters)    7553.90   (feet)  ADJUSTED  
 DT0277  ___________________________________________________________________
 DT0277  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DT0277  DYNAMIC HT  -        2298.683 (meters)    7541.60  (feet)  COMP
 DT0277  MODELED GRAV-     978,925.2   (mgal)                       NAVD 88
 DT0277
 DT0277  VERT ORDER  -  SECOND    CLASS 0
 DT0277
 DT0277.The horizontal coordinates were scaled from a topographic map and have
 DT0277.an estimated accuracy of +/- 6 seconds.
 DT0277
 DT0277.The orthometric height was determined by differential leveling
 DT0277.and adjusted by the National Geodetic Survey in June 1991..
 DT0277
 DT0277.The geoid height was determined by GEOID03.
 DT0277
 DT0277.The dynamic height is computed by dividing the NAVD 88
 DT0277.geopotential number by the normal gravity value computed on the
 DT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0277.degrees latitude (g = 980.6199 gals.).
 DT0277
 DT0277.The modeled gravity was interpolated from observed gravity values.
 DT0277
 DT0277;                    North         East    Units  Estimated Accuracy
 DT0277;SPC AZ E     -   303,900.      292,430.      MT  (+/- 180 meters Scaled)
 DT0277
 DT0277                          SUPERSEDED SURVEY CONTROL
 DT0277
 DT0277  NGVD 29 (??/??/92) 2301.367  (m)         7550.40   (f) ADJ UNCH    2 0
 DT0277
 DT0277.Superseded values are not recommended for survey control.
 DT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0277.See file dsdata.txt to determine how the superseded data were derived.
 DT0277
 DT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC562343(NAD 83)
 DT0277_MARKER: DB = BENCH MARK DISK
 DT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0277_STAMPING: B-137 1935
 DT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0277+STABILITY: SURFACE MOTION
 DT0277
 DT0277  HISTORY     - Date     Condition        Report By
 DT0277  HISTORY     - 1935     MONUMENTED       CGS
 DT0277
 DT0277                          STATION DESCRIPTION
 DT0277
 DT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0277'7.8 MI NW FROM BEAVERHEAD LODGE.
 DT0277'7.8 MI NW ALONG ROAD TO RESERVATION RANCH AT THE MOUTH OF A SMALL
 DT0277'DRAW, 140 FT S OF THE CENTERLINE OF THE ROAD, 175 FT SE OF A GALV
 DT0277'CULVERT, AND ABOUT 60 FT E OF A WASH, 1 FT N OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0304 ***********************************************************************
 DT0304  DESIGNATION -  B 138
 DT0304  PID         -  DT0304
 DT0304  STATE/COUNTY-  AZ/APACHE
 DT0304  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0304
 DT0304                         *CURRENT SURVEY CONTROL
 DT0304  ___________________________________________________________________
 DT0304* NAD 83(1986)-  33 59 38.     (N)    109 05 42.     (W)     SCALED    
 DT0304* NAVD 88     -      2617.948  (meters)    8589.05   (feet)  ADJUSTED  
 DT0304  ___________________________________________________________________
 DT0304  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DT0304  DYNAMIC HT  -        2613.625 (meters)    8574.87  (feet)  COMP
 DT0304  MODELED GRAV-     978,889.7   (mgal)                       NAVD 88
 DT0304
 DT0304  VERT ORDER  -  SECOND    CLASS 0
 DT0304
 DT0304.The horizontal coordinates were scaled from a topographic map and have
 DT0304.an estimated accuracy of +/- 6 seconds.
 DT0304
 DT0304.The orthometric height was determined by differential leveling
 DT0304.and adjusted by the National Geodetic Survey in June 1991..
 DT0304
 DT0304.The geoid height was determined by GEOID03.
 DT0304
 DT0304.The dynamic height is computed by dividing the NAVD 88
 DT0304.geopotential number by the normal gravity value computed on the
 DT0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0304.degrees latitude (g = 980.6199 gals.).
 DT0304
 DT0304.The modeled gravity was interpolated from observed gravity values.
 DT0304
 DT0304;                    North         East    Units  Estimated Accuracy
 DT0304;SPC AZ E     -   332,490.      312,370.      MT  (+/- 180 meters Scaled)
 DT0304
 DT0304                          SUPERSEDED SURVEY CONTROL
 DT0304
 DT0304  NGVD 29 (??/??/92) 2616.811  (m)         8585.32   (f) ADJ UNCH    2 0
 DT0304
 DT0304.Superseded values are not recommended for survey control.
 DT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0304.See file dsdata.txt to determine how the superseded data were derived.
 DT0304
 DT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC759631(NAD 83)
 DT0304_MARKER: DB = BENCH MARK DISK
 DT0304_SETTING: 66 = SET IN ROCK OUTCROP
 DT0304_SP_SET: ROCK OUTCROP
 DT0304_STAMPING: B 138 1935
 DT0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0304+STABILITY: POSITION/ELEVATION WELL
 DT0304
 DT0304  HISTORY     - Date     Condition        Report By
 DT0304  HISTORY     - 1935     MONUMENTED       CGS
 DT0304
 DT0304                          STATION DESCRIPTION
 DT0304
 DT0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0304'14.0 MI NE FROM NUTRIOSO.
 DT0304'14.0 MI. N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ON TOP OF A
 DT0304'STEEP HILL, 21 FT. NE OF 18 INCH PINE TREE, 18 FT S OF SMALL QUAKING
 DT0304'ASP TREE AND 36 FT. NW OF CENTERLINE OF ROAD ABOUT 2 FT ABOVE ROAD
 DT0304'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0354 ***********************************************************************
 CY0354  DESIGNATION -  B 14
 CY0354  PID         -  CY0354
 CY0354  STATE/COUNTY-  AZ/COCHISE
 CY0354  USGS QUAD   -  BOWIE (1974)
 CY0354
 CY0354                         *CURRENT SURVEY CONTROL
 CY0354  ___________________________________________________________________
 CY0354* NAD 83(1986)-  32 19 42.     (N)    109 29 14.     (W)     SCALED    
 CY0354* NAVD 88     -      1147.33   (+/-2cm)    3764.2    (feet)  VERTCON   
 CY0354  ___________________________________________________________________
 CY0354  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0354
 CY0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0354
 CY0354.The horizontal coordinates were scaled from a topographic map and have
 CY0354.an estimated accuracy of +/- 6 seconds.
 CY0354
 CY0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0354.The vertical order pertains to the NGVD 29 superseded value.
 CY0354
 CY0354.The geoid height was determined by GEOID03.
 CY0354
 CY0354;                    North         East    Units  Estimated Accuracy
 CY0354;SPC AZ E     -   147,480.      277,330.      MT  (+/- 180 meters Scaled)
 CY0354
 CY0354                          SUPERSEDED SURVEY CONTROL
 CY0354
 CY0354  NGVD 29 (??/??/92) 1146.620  (m)         3761.87   (f) ADJ UNCH    1 2
 CY0354
 CY0354.Superseded values are not recommended for survey control.
 CY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0354.See file dsdata.txt to determine how the superseded data were derived.
 CY0354
 CY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA423778(NAD 83)
 CY0354_MARKER: DB = BENCH MARK DISK
 CY0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0354_SP_SET: FOUNDATION
 CY0354_STAMPING: 2.109 B 14 1932
 CY0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0354
 CY0354  HISTORY     - Date     Condition        Report By
 CY0354  HISTORY     - 1932     MONUMENTED       CGS
 CY0354  HISTORY     - 1974     MARK NOT FOUND   USGS
 CY0354
 CY0354                          STATION DESCRIPTION
 CY0354
 CY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0354'IN BOWIE.
 CY0354'AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BOWIE, IN THE TOP
 CY0354'AND AT THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF A WATER
 CY0354'COLUMN, 115.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHERN
 CY0354'PACIFIC COMPANY RAILROAD STATION, 76.0 FEET WEST OF THE CENTER LINE OF
 CY0354'CENTRAL AVENUE, 2 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CY0354'ABOUT LEVEL WITH THE TRACK, NOTE-- DISK SLIGHTLY MUTILATED MAKING PART
 CY0354'OF STAMPING ILLEGIBLE. NOTE-- CONCRETE FOUNDATION WAS FOUND TO BE IN
 CY0354'LAYERS, FOUR-TO SIX-INCH CRACKS NOW SHOWING.
 CY0354
 CY0354                          STATION RECOVERY (1974)
 CY0354
 CY0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0588 ***********************************************************************
 CZ0588  DESIGNATION -  B 140
 CZ0588  PID         -  CZ0588
 CZ0588  STATE/COUNTY-  AZ/PIMA
 CZ0588  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0588
 CZ0588                         *CURRENT SURVEY CONTROL
 CZ0588  ___________________________________________________________________
 CZ0588* NAD 83(1986)-  32 27 51.     (N)    111 20 47.     (W)     SCALED    
 CZ0588* NAVD 88     -       577.96   (+/-2cm)    1896.2    (feet)  VERTCON   
 CZ0588  ___________________________________________________________________
 CZ0588  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0588
 CZ0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0588
 CZ0588.The horizontal coordinates were scaled from a topographic map and have
 CZ0588.an estimated accuracy of +/- 6 seconds.
 CZ0588
 CZ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0588.The vertical order pertains to the NGVD 29 superseded value.
 CZ0588
 CZ0588.The geoid height was determined by GEOID03.
 CZ0588
 CZ0588;                    North         East    Units  Estimated Accuracy
 CZ0588;SPC AZ C     -   162,480.      266,970.      MT  (+/- 180 meters Scaled)
 CZ0588
 CZ0588                          SUPERSEDED SURVEY CONTROL
 CZ0588
 CZ0588  NGVD 29 (??/??/92)  577.456  (m)         1894.54   (f) ADJ UNCH    2 0
 CZ0588
 CZ0588.Superseded values are not recommended for survey control.
 CZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0588.See file dsdata.txt to determine how the superseded data were derived.
 CZ0588
 CZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA674919(NAD 83)
 CZ0588_MARKER: DB = BENCH MARK DISK
 CZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0588_STAMPING: B 140 1935
 CZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0588+STABILITY: SURFACE MOTION
 CZ0588
 CZ0588  HISTORY     - Date     Condition        Report By
 CZ0588  HISTORY     - 1935     MONUMENTED       CGS
 CZ0588  HISTORY     - 1959     MARK NOT FOUND   NGS
 CZ0588
 CZ0588                          STATION DESCRIPTION
 CZ0588
 CZ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CZ0588'14.3 MI W FROM RILLITO.
 CZ0588'14.3 MILES WEST OF RILLITO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0588'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.2
 CZ0588'MILE SOUTHEAST ALONG STATE HIGHWAY 84, THENCE 1.3 MILES SOUTH ALONG A
 CZ0588'PRIVATE ROAD (THROUGH THE ARIZONA PORTLAND CEMENT CO. PLANT), AND
 CZ0588'THENCE 12.8 MILES WEST ALONG THE SILVERBELL ROAD (ACROSS THE AIRSTRIP
 CZ0588'AT MARANA AUX. 2 AIRPORT).  IT IS 65 FEET WEST OF THE WEST END OF A
 CZ0588'CATTLE GUARD, AT THE T-JUNCTION OF A TRACK ROAD LEADING NORTH, 46-1/2
 CZ0588'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 38-1/2 FEET NORTHWEST OF
 CZ0588'THE CENTERLINE OF THE MAIN ROAD, 6.4 FEET NORTHWEST OF A WHITE WOODEN
 CZ0588'WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 CZ0588'STAMPED S 140 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0588'0.4 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK IS ALSO 13.2 MILES
 CZ0588'SOUTH OF RED ROCK, PINAL COUNTY, IT MAY BE REACHED FROM THE SOUTHERN
 CZ0588'PACIFIC CO. RAILROAD STATION BY GOING 0.2 MILE SOUTHEAST ALONG STATE
 CZ0588'HIGHWAY 84, THENCE 5.7 MILES SOUTHWEST ALONG A GRADED ROAD, THENCE 4.2
 CZ0588'MILES SOUTH ALONG A GRADED ROAD THROUGH A RANCH YARD TO THE PIMA PINAL
 CZ0588'COUNTY LINE, AND THENCE 3.1 MILES SOUTHEAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0125 ***********************************************************************
 ES0125  DESIGNATION -  B 141
 ES0125  PID         -  ES0125
 ES0125  STATE/COUNTY-  AZ/NAVAJO
 ES0125  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0125
 ES0125                         *CURRENT SURVEY CONTROL
 ES0125  ___________________________________________________________________
 ES0125* NAD 83(1986)-  34 16 46.     (N)    110 05 38.     (W)     SCALED    
 ES0125* NAVD 88     -      1890.666  (meters)    6202.96   (feet)  ADJUSTED  
 ES0125  ___________________________________________________________________
 ES0125  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0125  DYNAMIC HT  -        1887.877 (meters)    6193.81  (feet)  COMP
 ES0125  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 ES0125
 ES0125  VERT ORDER  -  SECOND    CLASS 0
 ES0125
 ES0125.The horizontal coordinates were scaled from a topographic map and have
 ES0125.an estimated accuracy of +/- 6 seconds.
 ES0125
 ES0125.The orthometric height was determined by differential leveling
 ES0125.and adjusted by the National Geodetic Survey in June 1991..
 ES0125
 ES0125.The geoid height was determined by GEOID03.
 ES0125
 ES0125.The dynamic height is computed by dividing the NAVD 88
 ES0125.geopotential number by the normal gravity value computed on the
 ES0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0125.degrees latitude (g = 980.6199 gals.).
 ES0125
 ES0125.The modeled gravity was interpolated from observed gravity values.
 ES0125
 ES0125;                    North         East    Units  Estimated Accuracy
 ES0125;SPC AZ E     -   363,650.      220,060.      MT  (+/- 180 meters Scaled)
 ES0125
 ES0125                          SUPERSEDED SURVEY CONTROL
 ES0125
 ES0125  NGVD 29 (??/??/92) 1889.774  (m)         6200.03   (f) ADJ UNCH    2 0
 ES0125
 ES0125.Superseded values are not recommended for survey control.
 ES0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0125.See file dsdata.txt to determine how the superseded data were derived.
 ES0125
 ES0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC834935(NAD 83)
 ES0125_MARKER: DB = BENCH MARK DISK
 ES0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0125_STAMPING: B 141 1935
 ES0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0125+STABILITY: SURFACE MOTION
 ES0125
 ES0125  HISTORY     - Date     Condition        Report By
 ES0125  HISTORY     - 1935     MONUMENTED       CGS
 ES0125  HISTORY     - 1970     GOOD             USGS
 ES0125  HISTORY     - 1983     GOOD             NGS
 ES0125
 ES0125                          STATION DESCRIPTION
 ES0125
 ES0125'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES0125'0.1 MI N FROM SHOW LOW.
 ES0125'0.1 MILE NORTH ALONG STATE HWY. 173 FROM THE POST OFFICE AT SHOW LOW.
 ES0125'1.5 MILES SOUTHWEST ALONG U.S. HWY. 60 FROM THE POST OFFICE AT SHOW
 ES0125'LOW, TO THE JUNCTION OF STATE HWY 260, THENCE 2.3 MILES NORTHWEST
 ES0125'ALONG STATE HWY 260 TO A Y-RD NORTHEAST, THENCE 1.3 MILES NORTHEAST
 ES0125'ALONG THE DIRT RD, 50 FEET NORTHEAST OF A JCT. WITH A PRIVATE RD.
 ES0125'LEADING NORTHWEST, 30 FEET EAST OF THE CENTERLINE OF THE ROAD., 1 FOOT
 ES0125'ABOVE THE ROAD, SET IN A CONCRETE POST, A STANDARD DISK, STAMPED B 141
 ES0125'1935.
 ES0125
 ES0125                          STATION RECOVERY (1983)
 ES0125
 ES0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0244 ***********************************************************************
 ES0244  DESIGNATION -  B 142
 ES0244  PID         -  ES0244
 ES0244  STATE/COUNTY-  AZ/NAVAJO
 ES0244  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0244
 ES0244                         *CURRENT SURVEY CONTROL
 ES0244  ___________________________________________________________________
 ES0244* NAD 83(1986)-  34 44 01.     (N)    110 42 33.     (W)     SCALED    
 ES0244* NAVD 88     -      1771.434  (meters)    5811.78   (feet)  ADJUSTED  
 ES0244  ___________________________________________________________________
 ES0244  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0244  DYNAMIC HT  -        1768.923 (meters)    5803.54  (feet)  COMP
 ES0244  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 ES0244
 ES0244  VERT ORDER  -  SECOND    CLASS 0
 ES0244
 ES0244.The horizontal coordinates were scaled from a topographic map and have
 ES0244.an estimated accuracy of +/- 6 seconds.
 ES0244
 ES0244.The orthometric height was determined by differential leveling
 ES0244.and adjusted by the National Geodetic Survey in June 1991..
 ES0244
 ES0244.The geoid height was determined by GEOID03.
 ES0244
 ES0244.The dynamic height is computed by dividing the NAVD 88
 ES0244.geopotential number by the normal gravity value computed on the
 ES0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0244.degrees latitude (g = 980.6199 gals.).
 ES0244
 ES0244.The modeled gravity was interpolated from observed gravity values.
 ES0244
 ES0244;                    North         East    Units  Estimated Accuracy
 ES0244;SPC AZ E     -   414,160.      163,680.      MT  (+/- 180 meters Scaled)
 ES0244
 ES0244                          SUPERSEDED SURVEY CONTROL
 ES0244
 ES0244  NGVD 29 (??/??/92) 1770.545  (m)         5808.86   (f) ADJ UNCH    2 0
 ES0244
 ES0244.Superseded values are not recommended for survey control.
 ES0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0244.See file dsdata.txt to determine how the superseded data were derived.
 ES0244
 ES0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD266435(NAD 83)
 ES0244_MARKER: DB = BENCH MARK DISK
 ES0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0244_STAMPING: B-142 1935
 ES0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0244+STABILITY: SURFACE MOTION
 ES0244
 ES0244  HISTORY     - Date     Condition        Report By
 ES0244  HISTORY     - 1935     MONUMENTED       CGS
 ES0244  HISTORY     - 1971     GOOD             NGS
 ES0244
 ES0244                          STATION DESCRIPTION
 ES0244
 ES0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0244'18.4 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0244'18.4 MI NE ALONG ROAD TO WINSLOW.  21.6 MI. S.W. OF WINSLOW (UNION OIL
 ES0244'CO. PLANT).  ON A GRASS COVERED MESA, 30 FEET E OF THE CENTERLINE OF
 ES0244'THE ROAD.
 ES0244
 ES0244                          STATION RECOVERY (1971)
 ES0244
 ES0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ES0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0166 ***********************************************************************
 ES0166  DESIGNATION -  B 146
 ES0166  PID         -  ES0166
 ES0166  STATE/COUNTY-  AZ/NAVAJO
 ES0166  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0166
 ES0166                         *CURRENT SURVEY CONTROL
 ES0166  ___________________________________________________________________
 ES0166* NAD 83(1986)-  34 14 49.     (N)    110 02 56.     (W)     SCALED    
 ES0166* NAVD 88     -      1961.297  (meters)    6434.69   (feet)  ADJUSTED  
 ES0166  ___________________________________________________________________
 ES0166  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0166  DYNAMIC HT  -        1958.383 (meters)    6425.13  (feet)  COMP
 ES0166  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 ES0166
 ES0166  VERT ORDER  -  SECOND    CLASS 0
 ES0166
 ES0166.The horizontal coordinates were scaled from a topographic map and have
 ES0166.an estimated accuracy of +/- 6 seconds.
 ES0166
 ES0166.The orthometric height was determined by differential leveling
 ES0166.and adjusted by the National Geodetic Survey in June 1991..
 ES0166
 ES0166.The geoid height was determined by GEOID03.
 ES0166
 ES0166.The dynamic height is computed by dividing the NAVD 88
 ES0166.geopotential number by the normal gravity value computed on the
 ES0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0166.degrees latitude (g = 980.6199 gals.).
 ES0166
 ES0166.The modeled gravity was interpolated from observed gravity values.
 ES0166
 ES0166;                    North         East    Units  Estimated Accuracy
 ES0166;SPC AZ E     -   360,050.      224,210.      MT  (+/- 180 meters Scaled)
 ES0166
 ES0166                          SUPERSEDED SURVEY CONTROL
 ES0166
 ES0166  NGVD 29 (??/??/92) 1960.385  (m)         6431.70   (f) ADJ UNCH    2 0
 ES0166
 ES0166.Superseded values are not recommended for survey control.
 ES0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0166.See file dsdata.txt to determine how the superseded data were derived.
 ES0166
 ES0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC875899(NAD 83)
 ES0166_MARKER: DB = BENCH MARK DISK
 ES0166_SETTING: 80 = SET IN A BOULDER
 ES0166_SP_SET: BOULDER
 ES0166_STAMPING: B 146 1960
 ES0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0166+STABILITY: SURFACE MOTION
 ES0166
 ES0166  HISTORY     - Date     Condition        Report By
 ES0166  HISTORY     - 1960     MONUMENTED       CGS
 ES0166  HISTORY     - 1983     GOOD             NGS
 ES0166
 ES0166                          STATION DESCRIPTION
 ES0166
 ES0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0166'1.4 MI SW FROM SHOW LOW.
 ES0166'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0166'SHOW LOW, THENCE 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0166'HIGHWAY 77, IN SECTION 19, R 22 E, T 10 N, SET IN THE TOP OF A LARGE
 ES0166'SANDSTONE BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 65 FEET
 ES0166'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHWEST OF A
 ES0166'POWER POLE WITH A STREET LAMP, 1 FOOT SOUTHEAST OF A RAIL FENCE, AND
 ES0166'ABOUT 4 FEET BELOW THE HIGHWAY.
 ES0166
 ES0166                          STATION RECOVERY (1983)
 ES0166
 ES0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0319 ***********************************************************************
 DU0319  DESIGNATION -  B 147
 DU0319  PID         -  DU0319
 DU0319  STATE/COUNTY-  AZ/GILA
 DU0319  USGS QUAD   -  CHRYSOTILE (1966)
 DU0319
 DU0319                         *CURRENT SURVEY CONTROL
 DU0319  ___________________________________________________________________
 DU0319* NAD 83(1986)-  33 44 44.     (N)    110 31 28.     (W)     SCALED    
 DU0319* NAVD 88     -      1547.762  (meters)    5077.95   (feet)  ADJUSTED  
 DU0319  ___________________________________________________________________
 DU0319  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DU0319  DYNAMIC HT  -        1545.553 (meters)    5070.70  (feet)  COMP
 DU0319  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DU0319
 DU0319  VERT ORDER  -  FIRST     CLASS II
 DU0319
 DU0319.The horizontal coordinates were scaled from a topographic map and have
 DU0319.an estimated accuracy of +/- 6 seconds.
 DU0319
 DU0319.The orthometric height was determined by differential leveling
 DU0319.and adjusted by the National Geodetic Survey in June 1991..
 DU0319
 DU0319.The geoid height was determined by GEOID03.
 DU0319
 DU0319.The dynamic height is computed by dividing the NAVD 88
 DU0319.geopotential number by the normal gravity value computed on the
 DU0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0319.degrees latitude (g = 980.6199 gals.).
 DU0319
 DU0319.The modeled gravity was interpolated from observed gravity values.
 DU0319
 DU0319;                    North         East    Units  Estimated Accuracy
 DU0319;SPC AZ E     -   304,490.      180,210.      MT  (+/- 180 meters Scaled)
 DU0319
 DU0319                          SUPERSEDED SURVEY CONTROL
 DU0319
 DU0319  NGVD 29 (??/??/92) 1547.052  (m)         5075.62   (f) ADJ UNCH    1 2
 DU0319
 DU0319.Superseded values are not recommended for survey control.
 DU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0319.See file dsdata.txt to determine how the superseded data were derived.
 DU0319
 DU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC440340(NAD 83)
 DU0319_MARKER: DB = BENCH MARK DISK
 DU0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0319_STAMPING: B 147 1960
 DU0319_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0319+STABILITY: SURFACE MOTION
 DU0319
 DU0319  HISTORY     - Date     Condition        Report By
 DU0319  HISTORY     - 1960     MONUMENTED       CGS
 DU0319  HISTORY     - 1979     GOOD             NGS
 DU0319  HISTORY     - 19960918 GOOD             USPSQD
 DU0319
 DU0319                          STATION DESCRIPTION
 DU0319
 DU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0319'1.0 MI SW FROM SENECA.
 DU0319'ABOUT 1.0 MILE SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0319'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 72
 DU0319'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE AND
 DU0319'NEAR THE MIDDLE OF A CURVE IN THE HIGHWAY, 29 FEET NORTHWEST OF A
 DU0319'FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 DU0319'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DU0319'6 INCHES.
 DU0319
 DU0319                          STATION RECOVERY (1979)
 DU0319
 DU0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0319'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0319'IN SALT RIVER CANYON, 0.3 MILE NORTH OF MILE POST 286, 66 FEET
 DU0319'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET NORTHEAST OF THE
 DU0319'NORTHEAST END OF A STEEL GUARD RAIL AND 22 FEET WEST OF A RIGHT OF
 DU0319'WAY FENCE.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST
 DU0319'OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0319'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
 DU0319'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU0319
 DU0319                          STATION RECOVERY (1996)
 DU0319
 DU0319'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0153 ***********************************************************************
 DU0153  DESIGNATION -  B 149
 DU0153  PID         -  DU0153
 DU0153  STATE/COUNTY-  AZ/GRAHAM
 DU0153  USGS QUAD   -  SAN CARLOS (1979)
 DU0153
 DU0153                         *CURRENT SURVEY CONTROL
 DU0153  ___________________________________________________________________
 DU0153* NAD 83(1986)-  33 19 22.     (N)    110 25 20.     (W)     SCALED    
 DU0153* NAVD 88     -       861.068  (meters)    2825.02   (feet)  ADJUSTED  
 DU0153  ___________________________________________________________________
 DU0153  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0153  DYNAMIC HT  -         859.916 (meters)    2821.24  (feet)  COMP
 DU0153  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 DU0153
 DU0153  VERT ORDER  -  SECOND    CLASS 0
 DU0153
 DU0153.The horizontal coordinates were scaled from a topographic map and have
 DU0153.an estimated accuracy of +/- 6 seconds.
 DU0153
 DU0153.The orthometric height was determined by differential leveling
 DU0153.and adjusted by the National Geodetic Survey in June 1991..
 DU0153
 DU0153.The geoid height was determined by GEOID03.
 DU0153
 DU0153.The dynamic height is computed by dividing the NAVD 88
 DU0153.geopotential number by the normal gravity value computed on the
 DU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0153.degrees latitude (g = 980.6199 gals.).
 DU0153
 DU0153.The modeled gravity was interpolated from observed gravity values.
 DU0153
 DU0153;                    North         East    Units  Estimated Accuracy
 DU0153;SPC AZ E     -   257,580.      189,570.      MT  (+/- 180 meters Scaled)
 DU0153
 DU0153                          SUPERSEDED SURVEY CONTROL
 DU0153
 DU0153  NGVD 29 (??/??/92)  860.487  (m)         2823.11   (f) ADJ UNCH    2 0
 DU0153
 DU0153.Superseded values are not recommended for survey control.
 DU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0153.See file dsdata.txt to determine how the superseded data were derived.
 DU0153
 DU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB537872(NAD 83)
 DU0153_MARKER: DB = BENCH MARK DISK
 DU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0153_STAMPING: B 149 1935
 DU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0153+STABILITY: SURFACE MOTION
 DU0153
 DU0153  HISTORY     - Date     Condition        Report By
 DU0153  HISTORY     - 1935     MONUMENTED       CGS
 DU0153
 DU0153                          STATION DESCRIPTION
 DU0153
 DU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0153'2.0 MI S FROM SAN CARLOS.
 DU0153'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0153'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 1.9 MILES EAST
 DU0153'ALONG THE ASH CREEK RANCH ROAD, 0.2 MILE WEST OF THE TOP OF A GRADE,
 DU0153'70 YARDS EAST OF THE CENTER OF A CURVE, AND 43 FEET SOUTH OF THE
 DU0153'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 149 1935 AND SET
 DU0153'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0559 ***********************************************************************
 CY0559  DESIGNATION -  B 15
 CY0559  PID         -  CY0559
 CY0559  STATE/COUNTY-  AZ/GRAHAM
 CY0559  USGS QUAD   -  THATCHER (1985)
 CY0559
 CY0559                         *CURRENT SURVEY CONTROL
 CY0559  ___________________________________________________________________
 CY0559* NAD 83(1986)-  32 51 21.     (N)    109 46 50.     (W)     SCALED    
 CY0559* NAVD 88     -       878.209  (meters)    2881.26   (feet)  ADJUSTED  
 CY0559  ___________________________________________________________________
 CY0559  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0559  DYNAMIC HT  -         876.979 (meters)    2877.22  (feet)  COMP
 CY0559  MODELED GRAV-     979,208.5   (mgal)                       NAVD 88
 CY0559
 CY0559  VERT ORDER  -  FIRST     CLASS II
 CY0559
 CY0559.The horizontal coordinates were scaled from a topographic map and have
 CY0559.an estimated accuracy of +/- 6 seconds.
 CY0559
 CY0559.The orthometric height was determined by differential leveling
 CY0559.and adjusted by the National Geodetic Survey in June 1991..
 CY0559
 CY0559.The geoid height was determined by GEOID03.
 CY0559
 CY0559.The dynamic height is computed by dividing the NAVD 88
 CY0559.geopotential number by the normal gravity value computed on the
 CY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0559.degrees latitude (g = 980.6199 gals.).
 CY0559
 CY0559.The modeled gravity was interpolated from observed gravity values.
 CY0559
 CY0559;                    North         East    Units  Estimated Accuracy
 CY0559;SPC AZ E     -   205,830.      249,500.      MT  (+/- 180 meters Scaled)
 CY0559
 CY0559                          SUPERSEDED SURVEY CONTROL
 CY0559
 CY0559  NGVD 29 (??/??/92)  877.611  (m)         2879.30   (f) ADJ UNCH    1 2
 CY0559
 CY0559.Superseded values are not recommended for survey control.
 CY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0559.See file dsdata.txt to determine how the superseded data were derived.
 CY0559
 CY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB141359(NAD 83)
 CY0559_MARKER: DB = BENCH MARK DISK
 CY0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0559_SP_SET: CULVERT
 CY0559_STAMPING: 2879.295 B 15 1932
 CY0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0559
 CY0559  HISTORY     - Date     Condition        Report By
 CY0559  HISTORY     - 1932     MONUMENTED       CGS
 CY0559  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0559  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0559
 CY0559                          STATION DESCRIPTION
 CY0559
 CY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0559'1.4 MI NW FROM THATCHER.
 CY0559'ON CONCRETE CURB OF HIGHWAY CULVERT, 50 FEET NORTHEAST OF SOUTHERN
 CY0559'PACIFIC RAILROAD CENTERLINE, 120 FEET NORTH OF MILEPOST 1142.
 CY0559
 CY0559                          STATION RECOVERY (1958)
 CY0559
 CY0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0559'MARK NOT FOUND.
 CY0559
 CY0559                          STATION RECOVERY (1979)
 CY0559
 CY0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0559'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0291 ***********************************************************************
 FR0291  DESIGNATION -  B 15
 FR0291  PID         -  FR0291
 FR0291  STATE/COUNTY-  AZ/COCONINO
 FR0291  USGS QUAD   -  TRINITY MTN (1981)
 FR0291
 FR0291                         *CURRENT SURVEY CONTROL
 FR0291  ___________________________________________________________________
 FR0291* NAD 83(1986)-  35 25 01.     (N)    112 50 27.     (W)     SCALED    
 FR0291* NAVD 88     -      1720.087  (meters)    5643.32   (feet)  POSTED    
 FR0291  ___________________________________________________________________
 FR0291  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 FR0291  DYNAMIC HT  -        1717.760 (meters)    5635.68  (feet)  COMP
 FR0291  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 FR0291
 FR0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0291
 FR0291.The horizontal coordinates were scaled from a topographic map and have
 FR0291.an estimated accuracy of +/- 6 seconds.
 FR0291
 FR0291.The orthometric height was determined by differential leveling
 FR0291.and adjusted by the National Geodetic Survey in 1992..
 FR0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0291.rate of 0.0 thru 1.0 mm/km.
 FR0291
 FR0291.The geoid height was determined by GEOID03.
 FR0291
 FR0291.The dynamic height is computed by dividing the NAVD 88
 FR0291.geopotential number by the normal gravity value computed on the
 FR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0291.degrees latitude (g = 980.6199 gals.).
 FR0291
 FR0291.The modeled gravity was interpolated from observed gravity values.
 FR0291
 FR0291;                    North         East    Units  Estimated Accuracy
 FR0291;SPC AZ C     -   490,220.      129,430.      MT  (+/- 180 meters Scaled)
 FR0291
 FR0291                          SUPERSEDED SURVEY CONTROL
 FR0291
 FR0291  NGVD 29 (??/??/92) 1719.145  (m)         5640.23   (f) ADJ UNCH    2 0
 FR0291
 FR0291.Superseded values are not recommended for survey control.
 FR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0291.See file dsdata.txt to determine how the superseded data were derived.
 FR0291
 FR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE328208(NAD 83)
 FR0291_MARKER: DD = SURVEY DISK
 FR0291_SETTING: 66 = SET IN ROCK OUTCROP
 FR0291_SP_SET: OUTCROP
 FR0291_STAMPING: B 15 1920 5640
 FR0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0291+STABILITY: POSITION/ELEVATION WELL
 FR0291
 FR0291  HISTORY     - Date     Condition        Report By
 FR0291  HISTORY     - 1920     MONUMENTED       USGS
 FR0291  HISTORY     - 1968     GOOD             NGS
 FR0291
 FR0291                          STATION DESCRIPTION
 FR0291
 FR0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0291'8.7 MI N FROM SELIGMAN.
 FR0291'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0291'THE STATION AT SELIGMAN, THENCE 7.65 MILES NORTH ALONG A DIRT ROAD,
 FR0291'0.15 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST TO A
 FR0291'LARGE BLACK WATER TANK, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT
 FR0291'1/2 FOOT ABOVE THE GROUND, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 FR0291'ROAD, 1.0 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 FR0291'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0175 ***********************************************************************
 DU0175  DESIGNATION -  B 150
 DU0175  PID         -  DU0175
 DU0175  STATE/COUNTY-  AZ/GRAHAM
 DU0175  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0175
 DU0175                         *CURRENT SURVEY CONTROL
 DU0175  ___________________________________________________________________
 DU0175* NAD 83(1986)-  33 19 23.     (N)    110 19 44.     (W)     SCALED    
 DU0175* NAVD 88     -      1116.825  (meters)    3664.12   (feet)  ADJUSTED  
 DU0175  ___________________________________________________________________
 DU0175  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DU0175  DYNAMIC HT  -        1115.290 (meters)    3659.08  (feet)  COMP
 DU0175  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 DU0175
 DU0175  VERT ORDER  -  SECOND    CLASS 0
 DU0175
 DU0175.The horizontal coordinates were scaled from a topographic map and have
 DU0175.an estimated accuracy of +/- 6 seconds.
 DU0175
 DU0175.The orthometric height was determined by differential leveling
 DU0175.and adjusted by the National Geodetic Survey in June 1991..
 DU0175
 DU0175.The geoid height was determined by GEOID03.
 DU0175
 DU0175.The dynamic height is computed by dividing the NAVD 88
 DU0175.geopotential number by the normal gravity value computed on the
 DU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0175.degrees latitude (g = 980.6199 gals.).
 DU0175
 DU0175.The modeled gravity was interpolated from observed gravity values.
 DU0175
 DU0175;                    North         East    Units  Estimated Accuracy
 DU0175;SPC AZ E     -   257,590.      198,260.      MT  (+/- 180 meters Scaled)
 DU0175
 DU0175                          SUPERSEDED SURVEY CONTROL
 DU0175
 DU0175  NGVD 29 (??/??/92) 1116.219  (m)         3662.13   (f) ADJ UNCH    2 0
 DU0175
 DU0175.Superseded values are not recommended for survey control.
 DU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0175.See file dsdata.txt to determine how the superseded data were derived.
 DU0175
 DU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB624873(NAD 83)
 DU0175_MARKER: DB = BENCH MARK DISK
 DU0175_SETTING: 66 = SET IN ROCK OUTCROP
 DU0175_SP_SET: ROCK OUTCROP
 DU0175_STAMPING: B 150 1935
 DU0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0175+STABILITY: POSITION/ELEVATION WELL
 DU0175
 DU0175  HISTORY     - Date     Condition        Report By
 DU0175  HISTORY     - 1935     MONUMENTED       CGS
 DU0175  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0175
 DU0175                          STATION DESCRIPTION
 DU0175
 DU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0175'11.7 MI E FROM SAN CARLOS.
 DU0175'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0175'SAN CARLOS, GILA COUNTY, THENCE 3.9 MILES SOUTHWEST ALONG THE
 DU0175'HACKBERRY WASH ROAD, 0.7 MILE NORTHEAST OF A GATE, 75 FEET EAST OF THE
 DU0175'CENTERLINE OF THE ROAD, 4 FEET EAST OF A 12-INCH TREE, AND IN THE TOP
 DU0175'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED B 150 1935.
 DU0175
 DU0175                          STATION RECOVERY (1965)
 DU0175
 DU0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0392 ***********************************************************************
 DT0392  DESIGNATION -  B 153
 DT0392  PID         -  DT0392
 DT0392  STATE/COUNTY-  AZ/GRAHAM
 DT0392  USGS QUAD   -  BONITA TANK (1989)
 DT0392
 DT0392                         *CURRENT SURVEY CONTROL
 DT0392  ___________________________________________________________________
 DT0392* NAD 83(1986)-  33 12 49.     (N)    109 48 45.     (W)     SCALED    
 DT0392* NAVD 88     -      1513.795  (meters)    4966.51   (feet)  ADJUSTED  
 DT0392  ___________________________________________________________________
 DT0392  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DT0392  DYNAMIC HT  -        1511.541 (meters)    4959.11  (feet)  COMP
 DT0392  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 DT0392
 DT0392  VERT ORDER  -  SECOND    CLASS 0
 DT0392
 DT0392.The horizontal coordinates were scaled from a topographic map and have
 DT0392.an estimated accuracy of +/- 6 seconds.
 DT0392
 DT0392.The orthometric height was determined by differential leveling
 DT0392.and adjusted by the National Geodetic Survey in June 1991..
 DT0392
 DT0392.The geoid height was determined by GEOID03.
 DT0392
 DT0392.The dynamic height is computed by dividing the NAVD 88
 DT0392.geopotential number by the normal gravity value computed on the
 DT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0392.degrees latitude (g = 980.6199 gals.).
 DT0392
 DT0392.The modeled gravity was interpolated from observed gravity values.
 DT0392
 DT0392;                    North         East    Units  Estimated Accuracy
 DT0392;SPC AZ E     -   245,500.      246,380.      MT  (+/- 180 meters Scaled)
 DT0392
 DT0392                          SUPERSEDED SURVEY CONTROL
 DT0392
 DT0392  NGVD 29 (??/??/92) 1513.047  (m)         4964.06   (f) ADJ UNCH    2 0
 DT0392
 DT0392.Superseded values are not recommended for survey control.
 DT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0392.See file dsdata.txt to determine how the superseded data were derived.
 DT0392
 DT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB106755(NAD 83)
 DT0392_MARKER: DB = BENCH MARK DISK
 DT0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0392_STAMPING: B 153 1935
 DT0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0392+STABILITY: SURFACE MOTION
 DT0392
 DT0392  HISTORY     - Date     Condition        Report By
 DT0392  HISTORY     - 1935     MONUMENTED       CGS
 DT0392
 DT0392                          STATION DESCRIPTION
 DT0392
 DT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0392'15.0 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0392'15.0 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.7 MI. NW OF GATE ACROSS
 DT0392'ROAD, ABOUT 115 FT. NE OF WASH AND 45 FT SW OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0289 ***********************************************************************
 ET0289  DESIGNATION -  B 155
 ET0289  PID         -  ET0289
 ET0289  STATE/COUNTY-  AZ/YAVAPAI
 ET0289  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0289
 ET0289                         *CURRENT SURVEY CONTROL
 ET0289  ___________________________________________________________________
 ET0289* NAD 83(1986)-  34 16 42.     (N)    112 07 02.     (W)     SCALED    
 ET0289* NAVD 88     -      1101.97   (+/-2cm)    3615.4    (feet)  VERTCON   
 ET0289  ___________________________________________________________________
 ET0289  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ET0289
 ET0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0289
 ET0289.The horizontal coordinates were scaled from a topographic map and have
 ET0289.an estimated accuracy of +/- 6 seconds.
 ET0289
 ET0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0289.The vertical order pertains to the NGVD 29 superseded value.
 ET0289
 ET0289.The geoid height was determined by GEOID03.
 ET0289
 ET0289;                    North         East    Units  Estimated Accuracy
 ET0289;SPC AZ C     -   363,540.      194,890.      MT  (+/- 180 meters Scaled)
 ET0289
 ET0289                          SUPERSEDED SURVEY CONTROL
 ET0289
 ET0289  NGVD 29 (??/??/92) 1101.303  (m)         3613.19   (f) ADJ UNCH    2 0
 ET0289
 ET0289.Superseded values are not recommended for survey control.
 ET0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0289.See file dsdata.txt to determine how the superseded data were derived.
 ET0289
 ET0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC971935(NAD 83)
 ET0289_MARKER: DB = BENCH MARK DISK
 ET0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0289_STAMPING: B 155 1935
 ET0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0289+STABILITY: SURFACE MOTION
 ET0289
 ET0289  HISTORY     - Date     Condition        Report By
 ET0289  HISTORY     - 1935     MONUMENTED       CGS
 ET0289  HISTORY     - 1974     GOOD             USGS
 ET0289
 ET0289                          STATION DESCRIPTION
 ET0289
 ET0289'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0289'4.3 MI SE FROM CORDES.
 ET0289'3.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD AND INTERSTATE 17 FROM
 ET0289'THE ROAD JUNCTION AT CORDES, 0.4 MILE SOUTHEAST ALONG INTERSTATE 17
 ET0289'FROM THE JUNCTION OF BLOODY BASIN ROAD, 150 FEET NORTHEAST OF THE
 ET0289'CENTER OF THE SOUTH BOUND LANES AT MILE POST 259, 13 FEET LOWER THAN
 ET0289'THE HIGHWAY, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ET0289'CONCRETE POST WHICH PROJECTS 0.8 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0125 ***********************************************************************
 DU0125  DESIGNATION -  B 16
 DU0125  PID         -  DU0125
 DU0125  STATE/COUNTY-  AZ/GRAHAM
 DU0125  USGS QUAD   -  DEWEY FLAT (1989)
 DU0125
 DU0125                         *CURRENT SURVEY CONTROL
 DU0125  ___________________________________________________________________
 DU0125* NAD 83(1986)-  33 13 43.     (N)    110 21 47.     (W)     SCALED    
 DU0125* NAVD 88     -       785.227  (meters)    2576.20   (feet)  ADJUSTED  
 DU0125  ___________________________________________________________________
 DU0125  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0125  DYNAMIC HT  -         784.175 (meters)    2572.75  (feet)  COMP
 DU0125  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DU0125
 DU0125  VERT ORDER  -  FIRST     CLASS II
 DU0125
 DU0125.The horizontal coordinates were scaled from a topographic map and have
 DU0125.an estimated accuracy of +/- 6 seconds.
 DU0125
 DU0125.The orthometric height was determined by differential leveling
 DU0125.and adjusted by the National Geodetic Survey in June 1991..
 DU0125
 DU0125.The geoid height was determined by GEOID03.
 DU0125
 DU0125.The dynamic height is computed by dividing the NAVD 88
 DU0125.geopotential number by the normal gravity value computed on the
 DU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0125.degrees latitude (g = 980.6199 gals.).
 DU0125
 DU0125.The modeled gravity was interpolated from observed gravity values.
 DU0125
 DU0125;                    North         East    Units  Estimated Accuracy
 DU0125;SPC AZ E     -   247,120.      195,060.      MT  (+/- 180 meters Scaled)
 DU0125
 DU0125                          SUPERSEDED SURVEY CONTROL
 DU0125
 DU0125  NGVD 29 (??/??/92)  784.653  (m)         2574.32   (f) ADJ UNCH    1 2
 DU0125
 DU0125.Superseded values are not recommended for survey control.
 DU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0125.See file dsdata.txt to determine how the superseded data were derived.
 DU0125
 DU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB593768(NAD 83)
 DU0125_MARKER: DB = BENCH MARK DISK
 DU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0125_STAMPING: 2574.316 B 16 1933
 DU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0125+STABILITY: SURFACE MOTION
 DU0125
 DU0125  HISTORY     - Date     Condition        Report By
 DU0125  HISTORY     - 1933     MONUMENTED       CGS
 DU0125  HISTORY     - 1961     MARK NOT FOUND   USGS
 DU0125
 DU0125                          STATION DESCRIPTION
 DU0125
 DU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0125'12.8 MI SE FROM SAN CARLOS.
 DU0125'ON SOUTHERN PACIFIC RIGHT OF WAY, 2200 FEET SOUTHWEST OF MILEPOST
 DU0125'1188, 15 FEET SOUTH OF RAILROAD CENTER-LINE, 22 FEET SOUTHEAST OF
 DU0125'RAILROAD CROSSING.
 DU0125
 DU0125                          STATION RECOVERY (1961)
 DU0125
 DU0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DU0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0664 ***********************************************************************
 FQ0664  DESIGNATION -  B 162
 FQ0664  PID         -  FQ0664
 FQ0664  STATE/COUNTY-  AZ/COCONINO
 FQ0664  USGS QUAD   -  BELLEMONT (1980)
 FQ0664
 FQ0664                         *CURRENT SURVEY CONTROL
 FQ0664  ___________________________________________________________________
 FQ0664* NAD 83(1992)-  35 11 59.32912(N)    111 48 35.08998(W)     ADJUSTED  
 FQ0664* NAVD 88     -      2197.     (meters)    7208.     (feet)  SCALED    
 FQ0664  ___________________________________________________________________
 FQ0664  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FQ0664  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0664
 FQ0664  HORZ ORDER  -  SECOND
 FQ0664
 FQ0664.The horizontal coordinates were established by classical geodetic methods
 FQ0664.and adjusted by the National Geodetic Survey in August 1993..
 FQ0664
 FQ0664.The orthometric height was scaled from a topographic map.
 FQ0664
 FQ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0664
 FQ0664.The geoid height was determined by GEOID03.
 FQ0664
 FQ0664;                    North         East     Units Scale Factor Converg.
 FQ0664;SPC AZ C     -   465,745.042   223,095.723   MT  0.99990117   +0 03 41.9
 FQ0664;SPC AZ C     - 1,528,034.91    731,941.35   iFT  0.99990117   +0 03 41.9
 FQ0664;UTM  12      - 3,895,502.262   426,288.468   MT  0.99966696   -0 28 00.4
 FQ0664
 FQ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0664!SPC AZ C     -   0.99965889  x   0.99990117  =   0.99956009
 FQ0664!UTM  12      -   0.99965889  x   0.99966696  =   0.99932596
 FQ0664
 FQ0664|---------------------------------------------------------------------|
 FQ0664| PID    Reference Object                     Distance      Geod. Az  |
 FQ0664|                                                           dddmmss.s |
 FQ0664| CH2232 B 162 RM 1                            3.580 METERS 22042     |
 FQ0664| FQ0667 C 410                               APPROX. 5.0 KM 2640047.3 |
 FQ0664|---------------------------------------------------------------------|
 FQ0664
 FQ0664                          SUPERSEDED SURVEY CONTROL
 FQ0664
 FQ0664  NAD 83(1986)-  35 11 59.32631(N)    111 48 35.08718(W) AD(       ) 2
 FQ0664  NAD 27      -  35 11 59.28120(N)    111 48 32.49250(W) AD(       ) 2
 FQ0664
 FQ0664.Superseded values are not recommended for survey control.
 FQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0664.See file dsdata.txt to determine how the superseded data were derived.
 FQ0664
 FQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2628895502(NAD 83)
 FQ0664_MARKER: DS = TRIANGULATION STATION DISK
 FQ0664_SETTING: 0 = UNSPECIFIED SETTING
 FQ0664
 FQ0664  HISTORY     - Date     Condition        Report By
 FQ0664  HISTORY     - 1958     MONUMENTED       CGS
 FQ0664
 FQ0664                          STATION DESCRIPTION
 FQ0664
 FQ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0664'THE STATION IS ON THE CREST OF BUNKER NUMBER B 162 IN THE
 FQ0664'U.S. ARMY NAVAJO ORDNANCE DEPOT, ABOUT 11 MILES WEST OF
 FQ0664'FLAGSTAFF.
 FQ0664'
 FQ0664'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF,
 FQ0664'GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 11.0 MILES TO THE
 FQ0664'MAIN ACCESS ROAD TO THE NAVAJO ORDNANCE DEPOT ON THE LEFT.  TURN
 FQ0664'LEFT AND GO TO THE PROVOST MARSHALLS OFFICE AT THE LEFT OF THE
 FQ0664'MAIN GATE, WHERE A PASS AND BADGE MUST BE OBTAINED BEFORE ENTRY
 FQ0664'ONTO THE DEPOT.  A GUARD WILL BE ASSIGNED AT THIS OFFICE AS
 FQ0664'A GUIDE TO BUNKER B 162.
 FQ0664'
 FQ0664'THE STATION MARK IS A STANDARD DISK STAMPED B 162 1958, BRAZED
 FQ0664'TO THE TOP OF A 2-INCH CAST-IRON PIPE THAT PROJECTS 12 INCHES.
 FQ0664'IT IS 13 FEET SOUTHEAST OF A WITNESS POST AND 8 FEET EAST OF THE
 FQ0664'CONCRETE WALL OF THE WEST END OF THE BUNKER.
 FQ0664'
 FQ0664'R.M. 1 IS A STANDARD DISK STAMPED B 162 NO 1 1958, SET FLUSH IN
 FQ0664'THE SOUTH END OF THE CONCRETE WALL AT THE WEST END OF THE
 FQ0664'BUNKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0308 ***********************************************************************
 DU0308  DESIGNATION -  B 17
 DU0308  PID         -  DU0308
 DU0308  STATE/COUNTY-  AZ/GILA
 DU0308  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU0308
 DU0308                         *CURRENT SURVEY CONTROL
 DU0308  ___________________________________________________________________
 DU0308* NAD 83(1986)-  33 30 16.     (N)    110 51 56.     (W)     SCALED    
 DU0308* NAVD 88     -       926.198  (meters)    3038.70   (feet)  ADJUSTED  
 DU0308  ___________________________________________________________________
 DU0308  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0308  DYNAMIC HT  -         924.970 (meters)    3034.67  (feet)  COMP
 DU0308  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 DU0308
 DU0308  VERT ORDER  -  FIRST     CLASS II
 DU0308
 DU0308.The horizontal coordinates were scaled from a topographic map and have
 DU0308.an estimated accuracy of +/- 6 seconds.
 DU0308
 DU0308.The orthometric height was determined by differential leveling
 DU0308.and adjusted by the National Geodetic Survey in June 1991..
 DU0308
 DU0308.The geoid height was determined by GEOID03.
 DU0308
 DU0308.The dynamic height is computed by dividing the NAVD 88
 DU0308.geopotential number by the normal gravity value computed on the
 DU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0308.degrees latitude (g = 980.6199 gals.).
 DU0308
 DU0308.The modeled gravity was interpolated from observed gravity values.
 DU0308
 DU0308;                    North         East    Units  Estimated Accuracy
 DU0308;SPC AZ E     -   277,910.      148,430.      MT  (+/- 180 meters Scaled)
 DU0308
 DU0308                          SUPERSEDED SURVEY CONTROL
 DU0308
 DU0308  NGVD 29 (??/??/92)  925.604  (m)         3036.75   (f) ADJ UNCH    1 2
 DU0308
 DU0308.Superseded values are not recommended for survey control.
 DU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0308.See file dsdata.txt to determine how the superseded data were derived.
 DU0308
 DU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC124072(NAD 83)
 DU0308_MARKER: DB = BENCH MARK DISK
 DU0308_SETTING: 66 = SET IN ROCK OUTCROP
 DU0308_SP_SET: ROCK OUTCROP
 DU0308_STAMPING: 3036.752 B 17 1933
 DU0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0308+STABILITY: POSITION/ELEVATION WELL
 DU0308
 DU0308  HISTORY     - Date     Condition        Report By
 DU0308  HISTORY     - 1933     MONUMENTED       CGS
 DU0308  HISTORY     - 1934     GOOD             NGS
 DU0308  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0308  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0308
 DU0308                          STATION DESCRIPTION
 DU0308
 DU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0308'10.0 MI N FROM GLOBE.
 DU0308'10.0 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0308'COUNTY, 4.6 MILES NORTHWEST OF A BRIDGE OVER PINAL CREEK, 0.2 MILE
 DU0308'NORTHWEST OF A FOREST RANGER STATION, 125 FEET SOUTH OF A CONCRETE
 DU0308'BRIDGE, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, NORTH OF A
 DU0308'LARGE ROCK OUTCROP, IN THE TOP OF A SMALL IGNEOUS ROCK OUTCROP, AND
 DU0308'ABOUT 3 FEET ABOVE THE GRADE.
 DU0308
 DU0308                          STATION RECOVERY (1934)
 DU0308
 DU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0308'RECOVERED IN GOOD CONDITION.
 DU0308
 DU0308                          STATION RECOVERY (1979)
 DU0308
 DU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0308'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0308
 DU0308                          STATION RECOVERY (2005)
 DU0308
 DU0308'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0308'MARK NOT FOUND. ROAD WIDENED, AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0308 ***********************************************************************
 FR0308  DESIGNATION -  B 18
 FR0308  PID         -  FR0308
 FR0308  STATE/COUNTY-  AZ/COCONINO
 FR0308  USGS QUAD   -  RHODES CANYON (1981)
 FR0308
 FR0308                         *CURRENT SURVEY CONTROL
 FR0308  ___________________________________________________________________
 FR0308* NAD 83(1986)-  35 35 15.     (N)    112 53 04.     (W)     SCALED    
 FR0308* NAVD 88     -      1826.247  (meters)    5991.61   (feet)  POSTED    
 FR0308  ___________________________________________________________________
 FR0308  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FR0308  DYNAMIC HT  -        1823.810 (meters)    5983.62  (feet)  COMP
 FR0308  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 FR0308
 FR0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0308
 FR0308.The horizontal coordinates were scaled from a topographic map and have
 FR0308.an estimated accuracy of +/- 6 seconds.
 FR0308
 FR0308.The orthometric height was determined by differential leveling
 FR0308.and adjusted by the National Geodetic Survey in 1992..
 FR0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0308.rate of 0.0 thru 1.0 mm/km.
 FR0308
 FR0308.The geoid height was determined by GEOID03.
 FR0308
 FR0308.The dynamic height is computed by dividing the NAVD 88
 FR0308.geopotential number by the normal gravity value computed on the
 FR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0308.degrees latitude (g = 980.6199 gals.).
 FR0308
 FR0308.The modeled gravity was interpolated from observed gravity values.
 FR0308
 FR0308;                    North         East    Units  Estimated Accuracy
 FR0308;SPC AZ C     -   509,180.      125,660.      MT  (+/- 180 meters Scaled)
 FR0308
 FR0308                          SUPERSEDED SURVEY CONTROL
 FR0308
 FR0308  NGVD 29 (??/??/92) 1825.318  (m)         5988.56   (f) ADJ UNCH    2 0
 FR0308
 FR0308.Superseded values are not recommended for survey control.
 FR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0308.See file dsdata.txt to determine how the superseded data were derived.
 FR0308
 FR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE292398(NAD 83)
 FR0308_MARKER: DD = SURVEY DISK
 FR0308_SETTING: 66 = SET IN ROCK OUTCROP
 FR0308_SP_SET: LAVA BOULDER
 FR0308_STAMPING: B 18 1920 5989
 FR0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0308+STABILITY: POSITION/ELEVATION WELL
 FR0308
 FR0308  HISTORY     - Date     Condition        Report By
 FR0308  HISTORY     - 1920     MONUMENTED       USGS
 FR0308  HISTORY     - 1968     GOOD             NGS
 FR0308
 FR0308                          STATION DESCRIPTION
 FR0308
 FR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0308'21.45 MI N FROM SELIGMAN.
 FR0308'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA NAD SANTA FE RAILWAY FROM
 FR0308'THE STATION AT SELIGMAN, THENCE 20.4 MILES NORTH ALONG A DIRT ROAD,
 FR0308'0.3 MILE NORTH OF A METAL GATE ACROSS THE ROAD, IN THE TOP OF A BLACK
 FR0308'LAVA BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 140 FEET EAST OF THE
 FR0308'CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND ABOUT 7
 FR0308'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0282 ***********************************************************************
 DU0282  DESIGNATION -  B 18
 DU0282  PID         -  DU0282
 DU0282  STATE/COUNTY-  AZ/GILA
 DU0282  USGS QUAD   -  HAYDEN (1964)
 DU0282
 DU0282                         *CURRENT SURVEY CONTROL
 DU0282  ___________________________________________________________________
 DU0282* NAD 83(1986)-  33 06 47.     (N)    110 46 45.     (W)     SCALED    
 DU0282* NAVD 88     -       720.85   (+/-2cm)    2365.0    (feet)  VERTCON   
 DU0282  ___________________________________________________________________
 DU0282  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0282
 DU0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0282
 DU0282.The horizontal coordinates were scaled from a topographic map and have
 DU0282.an estimated accuracy of +/- 6 seconds.
 DU0282
 DU0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0282.The vertical order pertains to the NGVD 29 superseded value.
 DU0282
 DU0282.The geoid height was determined by GEOID03.
 DU0282
 DU0282;                    North         East    Units  Estimated Accuracy
 DU0282;SPC AZ E     -   234,460.      156,200.      MT  (+/- 180 meters Scaled)
 DU0282
 DU0282                          SUPERSEDED SURVEY CONTROL
 DU0282
 DU0282  NGVD 29 (??/??/92)  720.216  (m)         2362.91   (f) ADJ UNCH    2 0
 DU0282
 DU0282.Superseded values are not recommended for survey control.
 DU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0282.See file dsdata.txt to determine how the superseded data were derived.
 DU0282
 DU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB206638(NAD 83)
 DU0282_MARKER: DB = BENCH MARK DISK
 DU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0282_STAMPING: 2362.958 B 18 1933
 DU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0282+STABILITY: SURFACE MOTION
 DU0282
 DU0282  HISTORY     - Date     Condition        Report By
 DU0282  HISTORY     - 1933     MONUMENTED       CGS
 DU0282
 DU0282                          STATION DESCRIPTION
 DU0282
 DU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0282'15.0 MI N FROM WINKELMAN.
 DU0282'15.0 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE SOUTH
 DU0282'BANK OF DRIPPING SPRINGS WASH, NEAR THE CROSSING OF THE WASH, 156 FEET
 DU0282'WEST OF A CONCRETE WATER RESERVOIR, AND 45 FEET SOUTH OF THE CENTER
 DU0282'LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DU0282'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0304 ***********************************************************************
 CZ0304  DESIGNATION -  B 19
 CZ0304  PID         -  CZ0304
 CZ0304  STATE/COUNTY-  AZ/PINAL
 CZ0304  USGS QUAD   -  ORACLE (1988)
 CZ0304
 CZ0304                         *CURRENT SURVEY CONTROL
 CZ0304  ___________________________________________________________________
 CZ0304* NAD 83(1986)-  32 37 08.     (N)    110 47 36.     (W)     SCALED    
 CZ0304* NAVD 88     -      1318.37   (+/-2cm)    4325.4    (feet)  VERTCON   
 CZ0304  ___________________________________________________________________
 CZ0304  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ0304
 CZ0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0304
 CZ0304.The horizontal coordinates were scaled from a topographic map and have
 CZ0304.an estimated accuracy of +/- 6 seconds.
 CZ0304
 CZ0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0304.The vertical order pertains to the NGVD 29 superseded value.
 CZ0304
 CZ0304.The geoid height was determined by GEOID03.
 CZ0304
 CZ0304;                    North         East    Units  Estimated Accuracy
 CZ0304;SPC AZ C     -   180,050.      318,780.      MT  (+/- 180 meters Scaled)
 CZ0304
 CZ0304                          SUPERSEDED SURVEY CONTROL
 CZ0304
 CZ0304  NGVD 29 (??/??/92) 1317.617  (m)         4322.88   (f) ADJ UNCH    2 0
 CZ0304
 CZ0304.Superseded values are not recommended for survey control.
 CZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0304.See file dsdata.txt to determine how the superseded data were derived.
 CZ0304
 CZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB193090(NAD 83)
 CZ0304_MARKER: DB = BENCH MARK DISK
 CZ0304_SETTING: 80 = SET IN A BOULDER
 CZ0304_SP_SET: GRANITE BOULDER
 CZ0304_STAMPING: 4322.970 B 19 1933
 CZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0304+STABILITY: SURFACE MOTION
 CZ0304
 CZ0304  HISTORY     - Date     Condition        Report By
 CZ0304  HISTORY     - 1933     MONUMENTED       CGS
 CZ0304  HISTORY     - 1934     GOOD             NGS
 CZ0304  HISTORY     - 19850515 GOOD             USGS
 CZ0304
 CZ0304                          STATION DESCRIPTION
 CZ0304
 CZ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0304'1.5 MI W FROM ORACLE.
 CZ0304'1.5 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, 300
 CZ0304'FEET NORTHEAST OF A BOULDER BALANCED ON ROCK, 45 FEET NORTH OF THE
 CZ0304'CENTERLINE OF THE HIGHWAY, IN THE SOUTH FACE OF A LARGE GRANITE
 CZ0304'BOULDER, 2 FEET EAST OF THE WEST END AND ABOUT 2-1/2 FEET ABOVE THE
 CZ0304'GROUND.  A STANDARD DISK, STAMPED 4322.970 B 19 1933 AND SET
 CZ0304'VERTICALLY.
 CZ0304
 CZ0304                          STATION RECOVERY (1985)
 CZ0304
 CZ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 CZ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0372 ***********************************************************************
 DU0372  DESIGNATION -  B 20
 DU0372  PID         -  DU0372
 DU0372  STATE/COUNTY-  AZ/GILA
 DU0372  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0372
 DU0372                         *CURRENT SURVEY CONTROL
 DU0372  ___________________________________________________________________
 DU0372* NAD 83(1986)-  33 44 14.     (N)    111 13 09.     (W)     SCALED    
 DU0372* NAVD 88     -       661.822  (meters)    2171.33   (feet)  ADJUSTED  
 DU0372  ___________________________________________________________________
 DU0372  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DU0372  DYNAMIC HT  -         660.975 (meters)    2168.55  (feet)  COMP
 DU0372  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 DU0372  OBS GRAVITY -     979,340.0   (mgal)                       GRAV_OBS
 DU0372
 DU0372  VERT ORDER  -  FIRST     CLASS II
 DU0372
 DU0372.The horizontal coordinates were scaled from a topographic map and have
 DU0372.an estimated accuracy of +/- 6 seconds.
 DU0372
 DU0372.The orthometric height was determined by differential leveling
 DU0372.and adjusted by the National Geodetic Survey in June 1991..
 DU0372.WARNING-Repeat measurements at this control monument indicate possible
 DU0372.vertical movement.
 DU0372
 DU0372.The geoid height was determined by GEOID03.
 DU0372
 DU0372.The dynamic height is computed by dividing the NAVD 88
 DU0372.geopotential number by the normal gravity value computed on the
 DU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0372.degrees latitude (g = 980.6199 gals.).
 DU0372
 DU0372.The modeled gravity was interpolated from observed gravity values.
 DU0372.The observed gravity was obtained from relative gravimeter ties
 DU0372.to the IGSN71 gravity network.
 DU0372
 DU0372;                    North         East    Units  Estimated Accuracy
 DU0372;SPC AZ E     -   304,010.      115,830.      MT  (+/- 180 meters Scaled)
 DU0372
 DU0372                          SUPERSEDED SURVEY CONTROL
 DU0372
 DU0372  NGVD 29 (??/??/92)  661.195  (m)         2169.27   (f) ADJ UNCH    1 2
 DU0372
 DU0372.Superseded values are not recommended for survey control.
 DU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0372.See file dsdata.txt to determine how the superseded data were derived.
 DU0372
 DU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC796330(NAD 83)
 DU0372_MARKER: DB = BENCH MARK DISK
 DU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0372_STAMPING: 2169.271 B 20 1933
 DU0372_MARK LOGO: CGS   
 DU0372_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0372+STABILITY: SURFACE MOTION
 DU0372
 DU0372  HISTORY     - Date     Condition        Report By
 DU0372  HISTORY     - 1933     MONUMENTED       CGS
 DU0372  HISTORY     - 1963     GOOD             NGS
 DU0372  HISTORY     - 1983     GOOD             NGS
 DU0372
 DU0372                          STATION DESCRIPTION
 DU0372
 DU0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0372'11.3 MI NW FROM ROOSEVELT.
 DU0372'11.3 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0372'OFFICE AT ROOSEVELT, GILA COUNTY, 2.0 MILES SOUTH OF THE NORTHWEST END
 DU0372'OF ROOSEVELT RESERVOIR, 55 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU0372'HIGHWAY, AND ON A ROCK RIDGE JUTTING OUT TOWARD THE RESERVOIR. A
 DU0372'STANDARD DISK, STAMPED 2169.271 B 20 1933 AND SET IN THE TOP OF A
 DU0372'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0372
 DU0372                          STATION RECOVERY (1983)
 DU0372
 DU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0372'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0372'14.3 KM (8.9 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU0372'ROOSEVELT DAM, ON TOP OF A SMALL ROCKY RIDGE OVERLOOKING ROOSEVELT
 DU0372'LAKE AND ON THE INSIDE OF A CURVE, 0.6 KM (0.4 MI) SOUTHEAST OF
 DU0372'MILEPOST 251, 0.25 KM (0.15 MI) SOUTHEAST OF A TURNOUT, 16.1 METERS
 DU0372'(53 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 DU0372'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DU0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0400 ***********************************************************************
 DU0400  DESIGNATION -  B 21
 DU0400  PID         -  DU0400
 DU0400  STATE/COUNTY-  AZ/MARICOPA
 DU0400  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0400
 DU0400                         *CURRENT SURVEY CONTROL
 DU0400  ___________________________________________________________________
 DU0400* NAD 83(1986)-  33 38 31.     (N)    111 11 47.     (W)     SCALED    
 DU0400* NAVD 88     -       644.049  (meters)    2113.02   (feet)  ADJUSTED  
 DU0400  ___________________________________________________________________
 DU0400  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0400  DYNAMIC HT  -         643.229 (meters)    2110.33  (feet)  COMP
 DU0400  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DU0400
 DU0400  VERT ORDER  -  FIRST     CLASS II
 DU0400
 DU0400.The horizontal coordinates were scaled from a topographic map and have
 DU0400.an estimated accuracy of +/- 6 seconds.
 DU0400
 DU0400.The orthometric height was determined by differential leveling
 DU0400.and adjusted by the National Geodetic Survey in June 1991..
 DU0400
 DU0400.The geoid height was determined by GEOID03.
 DU0400
 DU0400.The dynamic height is computed by dividing the NAVD 88
 DU0400.geopotential number by the normal gravity value computed on the
 DU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0400.degrees latitude (g = 980.6199 gals.).
 DU0400
 DU0400.The modeled gravity was interpolated from observed gravity values.
 DU0400
 DU0400;                    North         East    Units  Estimated Accuracy
 DU0400;SPC AZ C     -   293,180.      280,180.      MT  (+/- 180 meters Scaled)
 DU0400
 DU0400                          SUPERSEDED SURVEY CONTROL
 DU0400
 DU0400  NGVD 29 (??/??/92)  643.451  (m)         2111.06   (f) ADJ UNCH    1 2
 DU0400
 DU0400.Superseded values are not recommended for survey control.
 DU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0400.See file dsdata.txt to determine how the superseded data were derived.
 DU0400
 DU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC817224(NAD 83)
 DU0400_MARKER: DB = BENCH MARK DISK
 DU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0400_STAMPING: B 21 1933
 DU0400_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0400+STABILITY: SURFACE MOTION
 DU0400
 DU0400  HISTORY     - Date     Condition        Report By
 DU0400  HISTORY     - 1933     MONUMENTED       CGS
 DU0400  HISTORY     - 1948     GOOD             NGS
 DU0400  HISTORY     - 1980     GOOD             NGS
 DU0400  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU0400
 DU0400                          STATION DESCRIPTION
 DU0400
 DU0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0400'6.3 MI SW FROM ROOSEVELT.
 DU0400'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0400'WEST OF ROOSEVELT DAM, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 DU0400'HIGHWAY, 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, 2.3 FEET SOUTHEAST
 DU0400'OF A WHITE WOODEN WITNESS POST, AND IN THE SADDLE OF A ROCKY POINT,
 DU0400'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 DU0400'GROUND.
 DU0400
 DU0400                          STATION RECOVERY (1980)
 DU0400
 DU0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0400'6.4 KM (4.0 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0400'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.9 KM (0.6 MI)
 DU0400'NORTHEAST OF HIGHWAY MILEPOST 237, ON THE OUTSIDE OF A SHARP HIGHWAY
 DU0400'CURVE, SET IN THE SADDLE OF A ROCKY POINT, 15.2 METERS (50.0 FT)
 DU0400'WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU0400'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU0400'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU0400
 DU0400                          STATION RECOVERY (2004)
 DU0400
 DU0400'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0400'MARK NOT FOUND. CONCRETE BROKEN OFF. MARKER GONE, WITNESS SIGN GONE,
 DU0400'WITNESS POST BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1812 ***********************************************************************
 DV1812  DESIGNATION -  B 21 A
 DV1812  PID         -  DV1812
 DV1812  STATE/COUNTY-  AZ/MARICOPA
 DV1812  USGS QUAD   -  UNION HILLS (1981)
 DV1812
 DV1812                         *CURRENT SURVEY CONTROL
 DV1812  ___________________________________________________________________
 DV1812* NAD 83(1986)-  33 40 09.     (N)    112 06 16.     (W)     SCALED    
 DV1812* NAVD 88     -       426.119  (meters)    1398.03   (feet)  ADJUSTED  
 DV1812  ___________________________________________________________________
 DV1812  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV1812  DYNAMIC HT  -         425.621 (meters)    1396.39  (feet)  COMP
 DV1812  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DV1812
 DV1812  VERT ORDER  -  SECOND    CLASS I
 DV1812
 DV1812.The horizontal coordinates were scaled from a topographic map and have
 DV1812.an estimated accuracy of +/- 6 seconds.
 DV1812
 DV1812.The orthometric height was determined by differential leveling
 DV1812.and adjusted by the National Geodetic Survey in November 1993..
 DV1812
 DV1812.The geoid height was determined by GEOID03.
 DV1812
 DV1812.The dynamic height is computed by dividing the NAVD 88
 DV1812.geopotential number by the normal gravity value computed on the
 DV1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1812.degrees latitude (g = 980.6199 gals.).
 DV1812
 DV1812.The modeled gravity was interpolated from observed gravity values.
 DV1812
 DV1812;                    North         East    Units  Estimated Accuracy
 DV1812;SPC AZ C     -   295,980.      195,950.      MT  (+/- 180 meters Scaled)
 DV1812
 DV1812                          SUPERSEDED SURVEY CONTROL
 DV1812
 DV1812.No superseded survey control is available for this station.
 DV1812
 DV1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976260(NAD 83)
 DV1812_MARKER: DD = SURVEY DISK
 DV1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1812_SP_SET: CONCRETE POST
 DV1812_MARK LOGO: AZ0370
 DV1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1812+STABILITY: SURFACE MOTION
 DV1812
 DV1812  HISTORY     - Date     Condition        Report By
 DV1812  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1812  HISTORY     - 1984     GOOD             AZDT
 DV1812  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1812
 DV1812                          STATION DESCRIPTION
 DV1812
 DV1812'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1812'IN PHOENIX.
 DV1812'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1812'TRAVEL EAST ALONG BEARDSLY ROAD FOR 0.80 KM (0.50 MI) TO THE
 DV1812'INTERSECTION OF 21ST AVENUE AND THE MARK IN THE CENTER, 18.50 METERS
 DV1812'(60.7 FT) SOUTHEAST OF LIGHT POLE 24777 ON THE NORTHWEST CORNER, 26.82
 DV1812'METERS (88.0 FT) SOUTHWEST OF POWER POLE MTP6049 ON THE NORTHEAST
 DV1812'CORNER, AND A CITY OF PHOENIX BRASS CAP ON A CONCRETE POST FLUSH WITH
 DV1812'THE ASPHALT.  NOTE--THE MARK IS NOT STAMPED.
 DV1812
 DV1812                          STATION RECOVERY (2004)
 DV1812
 DV1812'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1812'NOT FOUND.  REPLACED WITH NEW MARKER. ARIZONA HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0589 ***********************************************************************
 DU0589  DESIGNATION -  B 22
 DU0589  PID         -  DU0589
 DU0589  STATE/COUNTY-  AZ/PINAL
 DU0589  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0589
 DU0589                         *CURRENT SURVEY CONTROL
 DU0589  ___________________________________________________________________
 DU0589* NAD 83(1986)-  33 24 53.     (N)    111 34 51.     (W)     SCALED    
 DU0589* NAVD 88     -       499.29   (+/-2cm)    1638.1    (feet)  VERTCON   
 DU0589  ___________________________________________________________________
 DU0589  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0589
 DU0589  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0589
 DU0589.The horizontal coordinates were scaled from a topographic map and have
 DU0589.an estimated accuracy of +/- 6 seconds.
 DU0589
 DU0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0589.The vertical order pertains to the NGVD 29 superseded value.
 DU0589
 DU0589.The geoid height was determined by GEOID03.
 DU0589
 DU0589;                    North         East    Units  Estimated Accuracy
 DU0589;SPC AZ C     -   267,790.      244,590.      MT  (+/- 180 meters Scaled)
 DU0589
 DU0589                          SUPERSEDED SURVEY CONTROL
 DU0589
 DU0589  NGVD 29 (??/??/92)  498.716  (m)         1636.20   (f) ADJ UNCH    1 2
 DU0589
 DU0589.Superseded values are not recommended for survey control.
 DU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0589.See file dsdata.txt to determine how the superseded data were derived.
 DU0589
 DU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB459974(NAD 83)
 DU0589_MARKER: DB = BENCH MARK DISK
 DU0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0589_STAMPING: B 22 1933
 DU0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0589+STABILITY: SURFACE MOTION
 DU0589
 DU0589  HISTORY     - Date     Condition        Report By
 DU0589  HISTORY     - 1933     MONUMENTED       CGS
 DU0589  HISTORY     - 1948     GOOD             NGS
 DU0589  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0589
 DU0589                          STATION DESCRIPTION
 DU0589
 DU0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0589'1.8 MI W FROM APACHE JUNCTION.
 DU0589'ABOUT 1.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0589'AT THE PINAL-MARICOPA COUNTY LINE, 80.7 FEET SOUTH OF THE CENTER LINE
 DU0589'OF THE HIGHWAY, 40.0 FEET EAST OF THE PINAL-MARICOPA COUNTY LINE, 1.3
 DU0589'FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0589'POST PROJECTING 7 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0589
 DU0589                          STATION RECOVERY (1981)
 DU0589
 DU0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0589'SEARCHED AREA FOR 0.5 HOUR WITH TWO MEN, MARK BELIEVED DESTROYED
 DU0589'BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0356 ***********************************************************************
 DV0356  DESIGNATION -  B 23
 DV0356  PID         -  DV0356
 DV0356  STATE/COUNTY-  AZ/PINAL
 DV0356  USGS QUAD   -  MARICOPA (1978)
 DV0356
 DV0356                         *CURRENT SURVEY CONTROL
 DV0356  ___________________________________________________________________
 DV0356* NAD 83(1986)-  33 06 42.     (N)    112 01 25.     (W)     SCALED    
 DV0356* NAVD 88     -       350.22   (+/-2cm)    1149.0    (feet)  VERTCON   
 DV0356  ___________________________________________________________________
 DV0356  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV0356
 DV0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0356
 DV0356.The horizontal coordinates were scaled from a topographic map and have
 DV0356.an estimated accuracy of +/- 6 seconds.
 DV0356
 DV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0356.The vertical order pertains to the NGVD 29 superseded value.
 DV0356
 DV0356.The geoid height was determined by GEOID03.
 DV0356
 DV0356;                    North         East    Units  Estimated Accuracy
 DV0356;SPC AZ C     -   234,140.      203,380.      MT  (+/- 180 meters Scaled)
 DV0356
 DV0356                          SUPERSEDED SURVEY CONTROL
 DV0356
 DV0356  NGVD 29 (??/??/92)  349.713  (m)         1147.35   (f) ADJ UNCH    2 0
 DV0356
 DV0356.Superseded values are not recommended for survey control.
 DV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0356.See file dsdata.txt to determine how the superseded data were derived.
 DV0356
 DV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB044641(NAD 83)
 DV0356_MARKER: DB = BENCH MARK DISK
 DV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0356+STABILITY: SURFACE MOTION
 DV0356
 DV0356  HISTORY     - Date     Condition        Report By
 DV0356  HISTORY     - UNK      MONUMENTED       CGS
 DV0356  HISTORY     - 1933     GOOD             NGS
 DV0356
 DV0356                          STATION DESCRIPTION
 DV0356
 DV0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0356'4.1 MI N FROM MARICOPA.
 DV0356'CONCRETE POST, ON S.P. RIGHT OF WAY, 2.5 MILES SOUTH OF PIMA BUTTE, 25
 DV0356'FEET EAST OF MILEPOST 937, 30 FEET WEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0367 ***********************************************************************
 FR0367  DESIGNATION -  B 24
 FR0367  PID         -  FR0367
 FR0367  STATE/COUNTY-  AZ/COCONINO
 FR0367  USGS QUAD   -  SUPAI CAMP (1981)
 FR0367
 FR0367                         *CURRENT SURVEY CONTROL
 FR0367  ___________________________________________________________________
 FR0367* NAD 83(1986)-  35 55 30.     (N)    112 46 25.     (W)     SCALED    
 FR0367* NAVD 88     -      1763.864  (meters)    5786.94   (feet)  POSTED    
 FR0367  ___________________________________________________________________
 FR0367  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0367  DYNAMIC HT  -        1761.600 (meters)    5779.52  (feet)  COMP
 FR0367  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 FR0367
 FR0367  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0367
 FR0367.The horizontal coordinates were scaled from a topographic map and have
 FR0367.an estimated accuracy of +/- 6 seconds.
 FR0367
 FR0367.The orthometric height was determined by differential leveling
 FR0367.and adjusted by the National Geodetic Survey in 1992..
 FR0367.No vertical observational check was made to the station.
 FR0367.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0367.was located on a no-check spur therefore a value was not computed.
 FR0367
 FR0367.The geoid height was determined by GEOID03.
 FR0367
 FR0367.The dynamic height is computed by dividing the NAVD 88
 FR0367.geopotential number by the normal gravity value computed on the
 FR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0367.degrees latitude (g = 980.6199 gals.).
 FR0367
 FR0367.The modeled gravity was interpolated from observed gravity values.
 FR0367
 FR0367;                    North         East    Units  Estimated Accuracy
 FR0367;SPC AZ C     -   546,530.      136,030.      MT  (+/- 180 meters Scaled)
 FR0367
 FR0367                          SUPERSEDED SURVEY CONTROL
 FR0367
 FR0367  NGVD 29 (??/??/92) 1762.979  (m)         5784.04   (f) ADJ UNCH    2 0
 FR0367
 FR0367.Superseded values are not recommended for survey control.
 FR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0367.See file dsdata.txt to determine how the superseded data were derived.
 FR0367
 FR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE399770(NAD 83)
 FR0367_MARKER: DD = SURVEY DISK
 FR0367_SETTING: 80 = SET IN A BOULDER
 FR0367_SP_SET: BOULDER
 FR0367_STAMPING: B 24 1920 5786
 FR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0367+STABILITY: SURFACE MOTION
 FR0367
 FR0367  HISTORY     - Date     Condition        Report By
 FR0367  HISTORY     - 1920     MONUMENTED       USGS
 FR0367  HISTORY     - 1968     GOOD             NGS
 FR0367
 FR0367                          STATION DESCRIPTION
 FR0367
 FR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0367'59.55 MI NE FROM PEACH SPRINGS.
 FR0367'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0367'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0367'ROAD, THENCE 6.6 MILES SOUTH ALONG A TRACK ROAD, 0.6 MILE NORTHWEST OF
 FR0367'A METAL RANCHHOUSE, 0.2 MILE SOUTHEAST OF THE INTERSECTION OF A
 FR0367'NORTH-SOUTH ROAD ALONG A BURIED PIPE LINE, ON THE WEST SLOPE OF A
 FR0367'ROCKY HILL, AT THE NORTHEAST EDGE OF A STOCK POND, IN THE TOP OF A
 FR0367'WHITE BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 380 FEET EAST OF THE
 FR0367'CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, AND ABOUT
 FR0367'30 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0988 ***********************************************************************
 DV0988  DESIGNATION -  B 25
 DV0988  PID         -  DV0988
 DV0988  STATE/COUNTY-  AZ/MARICOPA
 DV0988  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0988
 DV0988                         *CURRENT SURVEY CONTROL
 DV0988  ___________________________________________________________________
 DV0988* NAD 83(1986)-  33 57 32.     (N)    113 06 14.     (W)     SCALED    
 DV0988* NAVD 88     -       682.43   (+/-2cm)    2238.9    (feet)  VERTCON   
 DV0988  ___________________________________________________________________
 DV0988  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0988
 DV0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0988
 DV0988.The horizontal coordinates were scaled from a topographic map and have
 DV0988.an estimated accuracy of +/- 6 seconds.
 DV0988
 DV0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0988.The vertical order pertains to the NGVD 29 superseded value.
 DV0988
 DV0988.The geoid height was determined by GEOID03.
 DV0988
 DV0988;                    North         East    Units  Estimated Accuracy
 DV0988;SPC AZ C     -   328,730.      103,630.      MT  (+/- 180 meters Scaled)
 DV0988
 DV0988                          SUPERSEDED SURVEY CONTROL
 DV0988
 DV0988  NGVD 29 (??/??/92)  681.745  (m)         2236.69   (f) ADJ UNCH    2 0
 DV0988
 DV0988.Superseded values are not recommended for survey control.
 DV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0988.See file dsdata.txt to determine how the superseded data were derived.
 DV0988
 DV0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056595(NAD 83)
 DV0988_MARKER: DB = BENCH MARK DISK
 DV0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0988_STAMPING: B 25 1933
 DV0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0988+STABILITY: SURFACE MOTION
 DV0988
 DV0988  HISTORY     - Date     Condition        Report By
 DV0988  HISTORY     - 1933     MONUMENTED       CGS
 DV0988  HISTORY     - 1934     GOOD             NGS
 DV0988
 DV0988                          STATION DESCRIPTION
 DV0988
 DV0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0988'4.2 MI E FROM AGUILA.
 DV0988'4.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0988'AGUILA, MARICOPA COUNTY, 3.5 MILES WEST OF THE SIDING AT FOREPAUGH,
 DV0988'250 FEET SOUTHEAST OF MILEPOST 18, AND 95 FEET SOUTH OF THE CENTERLINE
 DV0988'OF THE TRACK.  A STANDARD DISK, STAMPED B 25 1933 AND SET IN THE TOP
 DV0988'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0047 ***********************************************************************
 FQ0047  DESIGNATION -  B 252
 FQ0047  PID         -  FQ0047
 FQ0047  STATE/COUNTY-  AZ/NAVAJO
 FQ0047  USGS QUAD   -  WINSLOW (1986)
 FQ0047
 FQ0047                         *CURRENT SURVEY CONTROL
 FQ0047  ___________________________________________________________________
 FQ0047* NAD 83(1992)-  35 02 10.95079(N)    110 44 08.60321(W)     ADJUSTED  
 FQ0047* NAVD 88     -      1499.562  (meters)    4919.81   (feet)  ADJUSTED  
 FQ0047  ___________________________________________________________________
 FQ0047  X           -  -1,851,482.352 (meters)                     COMP
 FQ0047  Y           -  -4,890,581.997 (meters)                     COMP
 FQ0047  Z           -   3,642,018.901 (meters)                     COMP
 FQ0047  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FQ0047  ELLIP HEIGHT-        1475.43  (meters)          (08/22/01) GPS OBS
 FQ0047  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0047  DYNAMIC HT  -        1497.584 (meters)    4913.32  (feet)  COMP
 FQ0047  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 FQ0047
 FQ0047  HORZ ORDER  -  THIRD
 FQ0047  VERT ORDER  -  FIRST     CLASS II
 FQ0047  ELLP ORDER  -  FOURTH    CLASS I
 FQ0047
 FQ0047.The horizontal coordinates were established by GPS observations
 FQ0047.and adjusted by the National Geodetic Survey in December 1997..
 FQ0047
 FQ0047.The orthometric height was determined by differential leveling
 FQ0047.and adjusted by the National Geodetic Survey in June 1991..
 FQ0047
 FQ0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0047
 FQ0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0047
 FQ0047.The ellipsoidal height was determined by GPS observations
 FQ0047.and is referenced to NAD 83.
 FQ0047
 FQ0047.The geoid height was determined by GEOID03.
 FQ0047
 FQ0047.The dynamic height is computed by dividing the NAVD 88
 FQ0047.geopotential number by the normal gravity value computed on the
 FQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0047.degrees latitude (g = 980.6199 gals.).
 FQ0047
 FQ0047.The modeled gravity was interpolated from observed gravity values.
 FQ0047
 FQ0047;                    North         East     Units Scale Factor Converg.
 FQ0047;SPC AZ E     -   447,757.337   161,439.777   MT  0.99993321   -0 19 36.1
 FQ0047;SPC AZ E     - 1,469,020.13    529,658.06   iFT  0.99993321   -0 19 36.1
 FQ0047;UTM  12      - 3,877,108.866   524,105.055   MT  0.99960716   +0 09 06.2
 FQ0047
 FQ0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0047!SPC AZ E     -   0.99976846  x   0.99993321  =   0.99970169
 FQ0047!UTM  12      -   0.99976846  x   0.99960716  =   0.99937571
 FQ0047
 FQ0047                          SUPERSEDED SURVEY CONTROL
 FQ0047
 FQ0047  ELLIP H (12/16/97) 1475.47   (m)                       GP(       ) 4 1
 FQ0047  NAVD 88 (12/16/97) 1499.56   (m)         4919.8    (f) LEVELING    3  
 FQ0047  NGVD 29 (??/??/92) 1498.821  (m)         4917.38   (f) ADJ UNCH    1 2
 FQ0047
 FQ0047.Superseded values are not recommended for survey control.
 FQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0047.See file dsdata.txt to determine how the superseded data were derived.
 FQ0047
 FQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2410577109(NAD 83)
 FQ0047_MARKER: DB = BENCH MARK DISK
 FQ0047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0047_SP_SET: RAILROAD BRIDGE ABUTMENT
 FQ0047_STAMPING: B 252 1939
 FQ0047_MARK LOGO: CGS   
 FQ0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0047+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0047
 FQ0047  HISTORY     - Date     Condition        Report By
 FQ0047  HISTORY     - 1939     MONUMENTED       CGS
 FQ0047  HISTORY     - 1953     GOOD             NGS
 FQ0047  HISTORY     - 1964     GOOD             NGS
 FQ0047  HISTORY     - 1983     GOOD             NGS
 FQ0047  HISTORY     - 19951128 GOOD             USPSQD
 FQ0047  HISTORY     - 19970528 GOOD             NGS
 FQ0047  HISTORY     - 20030730 GOOD             USPSQD
 FQ0047
 FQ0047                          STATION DESCRIPTION
 FQ0047
 FQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FQ0047'2.2 MI W FROM WINSLOW.
 FQ0047'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0047'WINSLOW, NAVAJO COUNTY, 1-1/2 POLES WEST OF MILEPOST 288, AT BRIDGE A
 FQ0047'289, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, AND 12 FEET
 FQ0047'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 FQ0047'B 252 1939.
 FQ0047
 FQ0047                          STATION RECOVERY (1964)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0047'RECOVERED IN GOOD CONDITION.
 FQ0047
 FQ0047                          STATION RECOVERY (1983)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0047'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE WITH
 FQ0047'THE EXCEPTION THAT THE BRIDGE IS NUMBER 288.1.
 FQ0047
 FQ0047                          STATION RECOVERY (1995)
 FQ0047
 FQ0047'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0047'RECOVERED IN GOOD CONDITION.
 FQ0047
 FQ0047                          STATION RECOVERY (1997)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 FQ0047'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ALTERNATE TO REACH AS
 FQ0047'FOLLOWS.  TO REACH FROM THE POST OFFICE AT THE JUNCTION OF WESTBOUND
 FQ0047'INTERSTATE 40 BUSINESS (US HIGHWAY 66, THIRD STREET) AND STATE HIGHWAY
 FQ0047'87 (WILLIAMSON AVE) GO WESTERLY ON THIRD STREET FOR A TOTAL OF 3.9 KM
 FQ0047'(2.40 MI) PASSING INTERSTATE 40 EXIT 252 ON RIGHT AT 2.9 KM (1.80 MI)
 FQ0047'PASSING ADOT LANE ON LEFT AT 3.7 KM (2.30 MI) TO A DIRT ROAD ON LEFT
 FQ0047'BEFORE CROSSING A BRIDGE OVER A DRY WASH.  TURN LEFT AND GO SOUTH FOR
 FQ0047'0.25 KM (0.15 MI) TO THE STATION AHEAD AS DESCRIBED. THE STATION HAS
 FQ0047'NO OBSTRUCTIONS (SUITABLE FOR GPS) EXCEPT FOR CLOSE PROXIMITY TO
 FQ0047'ACTIVE RAIL LINE.
 FQ0047
 FQ0047                          STATION RECOVERY (2003)
 FQ0047
 FQ0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0571 ***********************************************************************
 FS0571  DESIGNATION -  B 253
 FS0571  PID         -  FS0571
 FS0571  STATE/COUNTY-  AZ/MOHAVE
 FS0571  USGS QUAD   -  KINGMAN (1980)
 FS0571
 FS0571                         *CURRENT SURVEY CONTROL
 FS0571  ___________________________________________________________________
 FS0571* NAD 83(1986)-  35 11 11.     (N)    114 02 37.     (W)     SCALED    
 FS0571* NAVD 88     -      1029.558  (meters)    3377.81   (feet)  ADJUSTED  
 FS0571  ___________________________________________________________________
 FS0571  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0571  DYNAMIC HT  -        1028.342 (meters)    3373.82  (feet)  COMP
 FS0571  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FS0571
 FS0571  VERT ORDER  -  FIRST     CLASS II
 FS0571
 FS0571.The horizontal coordinates were scaled from a topographic map and have
 FS0571.an estimated accuracy of +/- 6 seconds.
 FS0571
 FS0571.The orthometric height was determined by differential leveling
 FS0571.and adjusted by the National Geodetic Survey in June 1991..
 FS0571
 FS0571.The geoid height was determined by GEOID03.
 FS0571
 FS0571.The dynamic height is computed by dividing the NAVD 88
 FS0571.geopotential number by the normal gravity value computed on the
 FS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0571.degrees latitude (g = 980.6199 gals.).
 FS0571
 FS0571.The modeled gravity was interpolated from observed gravity values.
 FS0571
 FS0571;                    North         East    Units  Estimated Accuracy
 FS0571;SPC AZ W     -   464,310.      186,620.      MT  (+/- 180 meters Scaled)
 FS0571
 FS0571                          SUPERSEDED SURVEY CONTROL
 FS0571
 FS0571  NGVD 29 (??/??/92) 1028.777  (m)         3375.25   (f) ADJ UNCH    1 2
 FS0571
 FS0571.Superseded values are not recommended for survey control.
 FS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0571.See file dsdata.txt to determine how the superseded data were derived.
 FS0571
 FS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU692977(NAD 83)
 FS0571_MARKER: DB = BENCH MARK DISK
 FS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0571_STAMPING: B 253 1940
 FS0571_MARK LOGO: CGS   
 FS0571_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0571+STABILITY: SURFACE MOTION
 FS0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0571+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FS0571
 FS0571  HISTORY     - Date     Condition        Report By
 FS0571  HISTORY     - 1940     MONUMENTED       CGS
 FS0571  HISTORY     - 1961     GOOD             NGS
 FS0571  HISTORY     - 1982     GOOD             NGS
 FS0571  HISTORY     - 20060422 GOOD             NGS
 FS0571
 FS0571                          STATION DESCRIPTION
 FS0571
 FS0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0571'0.5 MI E FROM KINGMAN.
 FS0571'ABOUT 0.5 MILE EAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0571'RAILWAY FROM THE STATION AT KINGMAN, 350 FEET NORTHEAST OF
 FS0571'MILEPOST 516, 98 FEET NORTH OF THE CNETER OF THE NORTH TRACK,
 FS0571'95 FEET SOUTH OF THE ARCADIA AUTO COURT, 50 FEET SOUTH OF THE
 FS0571'CENTER LINE OF U.S. HIGHWAY 66, 2.4 FEET SOUTH OF AN IRON RIGHT
 FS0571'OF WAY POST, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 FS0571'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 FS0571
 FS0571                          STATION RECOVERY (1982)
 FS0571
 FS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0571'0.8 KM (0.5 MILE) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0571'RAILROAD FROM THE STATION AT KINGMAN, 25.7 METERS (84.5 FT.) NORTH OF
 FS0571'RAILROAD MILE POST 516, 16.2 METERS (53.0 FT) SOUTH OF THE CENTER OF
 FS0571'ANDY DIVINE AVE., 10.4 METERS (34.0 FT) EAST OF THE EXTENDED
 FS0571'CENTERLINE OF NINTH STREET, 5.6 METERS (18.5 FT) SOUTH OF THE SOUTH
 FS0571'CURB OF ANDY DIVINE AVE.
 FS0571'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 FS0571'THE MARK IS 0.6 M BELOW ANDY DIVINE AVE..
 FS0571
 FS0571                          STATION RECOVERY (2006)
 FS0571
 FS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FS0571'RR IS NOW BURLINGTON NORTHERN - SANTA FE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0148 ***********************************************************************
 GQ0148  DESIGNATION -  B 254
 GQ0148  PID         -  GQ0148
 GQ0148  STATE/COUNTY-  AZ/MOHAVE
 GQ0148  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0148
 GQ0148                         *CURRENT SURVEY CONTROL
 GQ0148  ___________________________________________________________________
 GQ0148* NAD 83(1986)-  36 52 07.     (N)    113 57 31.     (W)     SCALED    
 GQ0148* NAVD 88     -       593.765  (meters)    1948.04   (feet)  ADJUSTED  
 GQ0148  ___________________________________________________________________
 GQ0148  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 GQ0148  DYNAMIC HT  -         593.161 (meters)    1946.06  (feet)  COMP
 GQ0148  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 GQ0148
 GQ0148  VERT ORDER  -  FIRST     CLASS I
 GQ0148
 GQ0148.The horizontal coordinates were scaled from a topographic map and have
 GQ0148.an estimated accuracy of +/- 6 seconds.
 GQ0148
 GQ0148.The orthometric height was determined by differential leveling
 GQ0148.and adjusted by the National Geodetic Survey in June 1991..
 GQ0148
 GQ0148.The geoid height was determined by GEOID03.
 GQ0148
 GQ0148.The dynamic height is computed by dividing the NAVD 88
 GQ0148.geopotential number by the normal gravity value computed on the
 GQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0148.degrees latitude (g = 980.6199 gals.).
 GQ0148
 GQ0148.The modeled gravity was interpolated from observed gravity values.
 GQ0148
 GQ0148;                    North         East    Units  Estimated Accuracy
 GQ0148;SPC AZ W     -   650,930.      194,760.      MT  (+/- 180 meters Scaled)
 GQ0148
 GQ0148                          SUPERSEDED SURVEY CONTROL
 GQ0148
 GQ0148  NGVD 29 (??/??/92)  593.007  (m)         1945.56   (f) ADJ UNCH    1 1
 GQ0148
 GQ0148.Superseded values are not recommended for survey control.
 GQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0148.See file dsdata.txt to determine how the superseded data were derived.
 GQ0148
 GQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF362843(NAD 83)
 GQ0148_MARKER: DB = BENCH MARK DISK
 GQ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0148_SP_SET: CULVERT
 GQ0148_STAMPING: B 254 1941
 GQ0148_MARK LOGO: CGS   
 GQ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0148
 GQ0148  HISTORY     - Date     Condition        Report By
 GQ0148  HISTORY     - 1941     MONUMENTED       CGS
 GQ0148  HISTORY     - 1960     GOOD             NGS
 GQ0148  HISTORY     - 1979     GOOD             USGS
 GQ0148  HISTORY     - 1982     GOOD             NGS
 GQ0148
 GQ0148                          STATION DESCRIPTION
 GQ0148
 GQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0148'2.9 MI SW FROM BEAVER DAM LODGE.
 GQ0148'2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM BEAVER DAM LODGE,
 GQ0148'MOHAVE COUNTY, AT A 30-INCH PIPE CULVERT, IN THE TOP OF THE SOUTHWEST
 GQ0148'END OF THE NORTHWEST CONCRETE HEADWALL, 14 FEET NORTHWEST OF THE
 GQ0148'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A
 GQ0148'STANDARD DISK, STAMPED B 254 1941.
 GQ0148
 GQ0148                          STATION RECOVERY (1979)
 GQ0148
 GQ0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0148'2.5 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0148'INTERSTATE HIGHWAY 15. AT A 30 INCH PIPE CULVERT, IN THE TOP OF THE
 GQ0148'SW END OF THE NW CONCRETE HEADWALL, 14 FEET NW OF THE CENTERLINE OF
 GQ0148'THE OLD HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A STANDARD
 GQ0148'USC AND GS BRONZE DISK, STAMPED B 254 1941.
 GQ0148
 GQ0148                          STATION RECOVERY (1982)
 GQ0148
 GQ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0148'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0148'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0148'MESQUITE, THENCE 12.6 KM (7.9 MI) NORTHEAST ALONG THE OLD US HIGHWAY
 GQ0148'91, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR
 GQ0148'A 36 INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 3.7 KM (2.3
 GQ0148'MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE OVER
 GQ0148'THE OLD HIGHWAY, 4.2 METERS (14 FT) NORTHWEST OF THE HIGHWAY
 GQ0148'CENTERLINE.
 GQ0148'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0540 ***********************************************************************
 ET0540  DESIGNATION -  B 255
 ET0540  PID         -  ET0540
 ET0540  STATE/COUNTY-  AZ/YAVAPAI
 ET0540  USGS QUAD   -  SIMMONS (1979)
 ET0540
 ET0540                         *CURRENT SURVEY CONTROL
 ET0540  ___________________________________________________________________
 ET0540* NAD 83(1986)-  34 46 38.     (N)    112 37 54.     (W)     SCALED    
 ET0540* NAVD 88     -      1408.363  (meters)    4620.60   (feet)  POSTED    
 ET0540  ___________________________________________________________________
 ET0540  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0540  DYNAMIC HT  -        1406.510 (meters)    4614.52  (feet)  COMP
 ET0540  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 ET0540
 ET0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0540
 ET0540.The horizontal coordinates were scaled from a topographic map and have
 ET0540.an estimated accuracy of +/- 6 seconds.
 ET0540
 ET0540.The orthometric height was determined by differential leveling
 ET0540.and adjusted by the National Geodetic Survey in November 2005..
 ET0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0540.rate of 0.0 thru 1.0 mm/km.
 ET0540
 ET0540.The geoid height was determined by GEOID03.
 ET0540
 ET0540.The dynamic height is computed by dividing the NAVD 88
 ET0540.geopotential number by the normal gravity value computed on the
 ET0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0540.degrees latitude (g = 980.6199 gals.).
 ET0540
 ET0540.The modeled gravity was interpolated from observed gravity values.
 ET0540
 ET0540;                    North         East    Units  Estimated Accuracy
 ET0540;SPC AZ C     -   419,100.      147,920.      MT  (+/- 180 meters Scaled)
 ET0540
 ET0540                          SUPERSEDED SURVEY CONTROL
 ET0540
 ET0540  NGVD 29 (??/??/92) 1407.548  (m)         4617.93   (f) ADJ UNCH    2 0
 ET0540
 ET0540.Superseded values are not recommended for survey control.
 ET0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0540.See file dsdata.txt to determine how the superseded data were derived.
 ET0540
 ET0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD506495(NAD 83)
 ET0540_MARKER: DB = BENCH MARK DISK
 ET0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0540_STAMPING: B 255 1941
 ET0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0540+STABILITY: SURFACE MOTION
 ET0540
 ET0540  HISTORY     - Date     Condition        Report By
 ET0540  HISTORY     - 1941     MONUMENTED       CGS
 ET0540  HISTORY     - 1974     GOOD             USGS
 ET0540
 ET0540                          STATION DESCRIPTION
 ET0540
 ET0540'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0540'3.1 MI S FROM SIMMONS.
 ET0540'ABOUT 3.1 MILES SOUTH ALONG A COUNTY ROAD FROM A CONCRETE BRIDGE OVER
 ET0540'WILLIAMSON VALLEY WASH AT SIMMONS (SITE).  THENCE 0.5 MILE WEST ALONG
 ET0540'A DIRT ROAD, 200 FEET NORTHEAST OF A STOCK TANK, 12 FEET NORTH OF THE
 ET0540'CENTERLINE OF THE ROAD AND 1.5 FEET HIGHER, 1 FOOT SOUTH OF A FENCE. A
 ET0540'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 ET0540'FOOT ABOVE GROUND AND STAMPED B 255 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0561 ***********************************************************************
 GR0561  DESIGNATION -  B 256
 GR0561  PID         -  GR0561
 GR0561  STATE/COUNTY-  AZ/MOHAVE
 GR0561  USGS QUAD   -  HOOVER DAM (1997)
 GR0561
 GR0561                         *CURRENT SURVEY CONTROL
 GR0561  ___________________________________________________________________
 GR0561* NAD 83(1986)-  36 00 58.     (N)    114 44 15.     (W)     SCALED    
 GR0561* NAVD 88     -       215.411  (meters)     706.73   (feet)  POSTED    
 GR0561  ___________________________________________________________________
 GR0561  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0561  DYNAMIC HT  -         215.200 (meters)     706.04  (feet)  COMP
 GR0561  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0561
 GR0561  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GR0561
 GR0561.The horizontal coordinates were scaled from a topographic map and have
 GR0561.an estimated accuracy of +/- 6 seconds.
 GR0561
 GR0561.The orthometric height was determined by differential leveling
 GR0561.and adjusted by the National Geodetic Survey in 1992..
 GR0561.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GR0561.rate of 3.1 thru 4.0 mm/km.
 GR0561
 GR0561.The geoid height was determined by GEOID03.
 GR0561
 GR0561.The dynamic height is computed by dividing the NAVD 88
 GR0561.geopotential number by the normal gravity value computed on the
 GR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0561.degrees latitude (g = 980.6199 gals.).
 GR0561
 GR0561.The modeled gravity was interpolated from observed gravity values.
 GR0561
 GR0561;                    North         East    Units  Estimated Accuracy
 GR0561;SPC AZ W     -   556,770.      124,350.      MT  (+/- 180 meters Scaled)
 GR0561
 GR0561                          SUPERSEDED SURVEY CONTROL
 GR0561
 GR0561  NGVD 29 (??/??/92)  214.720  (m)          704.46   (f) ADJ UNCH    1 1
 GR0561
 GR0561.Superseded values are not recommended for survey control.
 GR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0561.See file dsdata.txt to determine how the superseded data were derived.
 GR0561
 GR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0561_MARKER: DB = BENCH MARK DISK
 GR0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0561_SP_SET: SILL
 GR0561_STAMPING: B 256 1940
 GR0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0561
 GR0561  HISTORY     - Date     Condition        Report By
 GR0561  HISTORY     - 1940     MONUMENTED       CGS
 GR0561  HISTORY     - 1950     GOOD             NGS
 GR0561  HISTORY     - 1963     GOOD             NGS
 GR0561
 GR0561                          STATION DESCRIPTION
 GR0561
 GR0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0561'IN HOOVER DAM.
 GR0561'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, IN THE ARIZONA 705 GALLERY,
 GR0561'134 FEET SOUTHWEST OF THE NORTHEAST (UPSTREAM) END, BENEATH THE FLOOR
 GR0561'PANELS COVERING A VERTICAL SHAFT, IN THE TOP OF THE SOUTH CORNER OF
 GR0561'THE CONCRETE SILL.
 GR0561
 GR0561                          STATION RECOVERY (1963)
 GR0561
 GR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0258 ***********************************************************************
 FR0258  DESIGNATION -  B 257
 FR0258  PID         -  FR0258
 FR0258  STATE/COUNTY-  AZ/YAVAPAI
 FR0258  USGS QUAD   -  PURCELL CANYON (1973)
 FR0258
 FR0258                         *CURRENT SURVEY CONTROL
 FR0258  ___________________________________________________________________
 FR0258* NAD 83(1986)-  35 13 09.     (N)    112 52 54.     (W)     SCALED    
 FR0258* NAVD 88     -      1557.57   (+/-2cm)    5110.1    (feet)  VERTCON   
 FR0258  ___________________________________________________________________
 FR0258  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 FR0258
 FR0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0258
 FR0258.The horizontal coordinates were scaled from a topographic map and have
 FR0258.an estimated accuracy of +/- 6 seconds.
 FR0258
 FR0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0258.The vertical order pertains to the NGVD 29 superseded value.
 FR0258
 FR0258.The geoid height was determined by GEOID03.
 FR0258
 FR0258;                    North         East    Units  Estimated Accuracy
 FR0258;SPC AZ C     -   468,310.      125,510.      MT  (+/- 180 meters Scaled)
 FR0258
 FR0258                          SUPERSEDED SURVEY CONTROL
 FR0258
 FR0258  NGVD 29 (??/??/92) 1556.683  (m)         5107.22   (f) ADJ UNCH    2 0
 FR0258
 FR0258.Superseded values are not recommended for survey control.
 FR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0258.See file dsdata.txt to determine how the superseded data were derived.
 FR0258
 FR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD287989(NAD 83)
 FR0258_MARKER: DB = BENCH MARK DISK
 FR0258_SETTING: 66 = SET IN ROCK OUTCROP
 FR0258_SP_SET: ROCK OUTCROP
 FR0258_STAMPING: B 257 1941
 FR0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0258+STABILITY: POSITION/ELEVATION WELL
 FR0258
 FR0258  HISTORY     - Date     Condition        Report By
 FR0258  HISTORY     - 1941     MONUMENTED       CGS
 FR0258
 FR0258                          STATION DESCRIPTION
 FR0258
 FR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0258'0.9 MI E FROM SELIGMAN.
 FR0258'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0258'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 7.7
 FR0258'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2 MILES
 FR0258'NORTH OF A CATTLE GUARD, 45 FEET SOUTHEAST OF THE SOUTH END OF A
 FR0258'CURVE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 FR0258'RED ROCK OUTCROP, 7 FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT 1.5
 FR0258'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 257 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0503 ***********************************************************************
 DA0503  DESIGNATION -  B 258
 DA0503  PID         -  DA0503
 DA0503  STATE/COUNTY-  AZ/MARICOPA
 DA0503  USGS QUAD   -  GILA BEND (1973)
 DA0503
 DA0503                         *CURRENT SURVEY CONTROL
 DA0503  ___________________________________________________________________
 DA0503* NAD 83(1986)-  32 53 03.     (N)    112 43 25.     (W)     SCALED    
 DA0503* NAVD 88     -       260.46   (+/-2cm)     854.5    (feet)  VERTCON   
 DA0503  ___________________________________________________________________
 DA0503  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0503
 DA0503  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0503
 DA0503.The horizontal coordinates were scaled from a topographic map and have
 DA0503.an estimated accuracy of +/- 6 seconds.
 DA0503
 DA0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0503.The vertical order pertains to the NGVD 29 superseded value.
 DA0503
 DA0503.The geoid height was determined by GEOID03.
 DA0503
 DA0503;                    North         East    Units  Estimated Accuracy
 DA0503;SPC AZ C     -   209,200.      137,860.      MT  (+/- 180 meters Scaled)
 DA0503
 DA0503                          SUPERSEDED SURVEY CONTROL
 DA0503
 DA0503  NGVD 29 (??/??/92)  259.866  (m)          852.58   (f) ADJ UNCH    1 2
 DA0503
 DA0503.Superseded values are not recommended for survey control.
 DA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0503.See file dsdata.txt to determine how the superseded data were derived.
 DA0503
 DA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB387397(NAD 83)
 DA0503_MARKER: DB = BENCH MARK DISK
 DA0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0503_SP_SET: FOUNDATION
 DA0503_STAMPING: B 258 1945
 DA0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0503
 DA0503  HISTORY     - Date     Condition        Report By
 DA0503  HISTORY     - 1945     MONUMENTED       CGS
 DA0503  HISTORY     - 1953     GOOD             NGS
 DA0503  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0503
 DA0503                          STATION DESCRIPTION
 DA0503
 DA0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0503'5.3 MI S FROM GILA BEND.
 DA0503'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0503'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.8 MILES SOUTHEAST
 DA0503'ALONG A PAVED ROAD, AT GILA BEND AIR FORCE BASE, AT THE CONTROL TOWER
 DA0503'(BUILDING T 317), IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 DA0503'FOUNDATION FOR THE EAST STEEL LEG, 69.6 FEET EAST OF THE EAST CORNER
 DA0503'OF THE HEADQUARTERS BUILDING OF THE AIR BASE SQUADRON, 0.7 FOOT EAST
 DA0503'OF THE EAST EDGE OF THE EAST STEEL LEG, AND ABOUT LEVEL WITH THE
 DA0503'RUNWAY.
 DA0503
 DA0503                          STATION RECOVERY (1973)
 DA0503
 DA0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0282 ***********************************************************************
 DV0282  DESIGNATION -  B 259
 DV0282  PID         -  DV0282
 DV0282  STATE/COUNTY-  AZ/MARICOPA
 DV0282  USGS QUAD   -  EL MIRAGE (1982)
 DV0282
 DV0282                         *CURRENT SURVEY CONTROL
 DV0282  ___________________________________________________________________
 DV0282* NAD 83(1992)-  33 33 02.96070(N)    112 22 09.98300(W)     ADJUSTED  
 DV0282* NAVD 88     -       337.28   (+/-2cm)    1106.6    (feet)  VERTCON   
 DV0282  ___________________________________________________________________
 DV0282  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DV0282  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0282
 DV0282  HORZ ORDER  -  SECOND
 DV0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0282
 DV0282.The horizontal coordinates were established by classical geodetic methods
 DV0282.and adjusted by the National Geodetic Survey in August 1993..
 DV0282
 DV0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0282.The vertical order pertains to the NGVD 29 superseded value.
 DV0282
 DV0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0282
 DV0282.The geoid height was determined by GEOID03.
 DV0282
 DV0282;                    North         East     Units Scale Factor Converg.
 DV0282;SPC AZ C     -   282,928.615   171,315.812   MT  0.99992179   -0 15 00.9
 DV0282;SPC AZ C     -   928,243.49    562,059.75   iFT  0.99992179   -0 15 00.9
 DV0282;UTM  12      - 3,713,193.651   372,868.712   MT  0.99979926   -0 45 25.1
 DV0282
 DV0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0282!SPC AZ C     -   0.99995182  x   0.99992179  =   0.99987361
 DV0282!UTM  12      -   0.99995182  x   0.99979926  =   0.99975109
 DV0282
 DV0282                          SUPERSEDED SURVEY CONTROL
 DV0282
 DV0282  NAD 83(1986)-  33 33 02.95502(N)    112 22 09.98933(W) AD(       ) 2
 DV0282  NAD 27      -  33 33 02.80981(N)    112 22 07.41584(W) AD(       ) 2
 DV0282  NGVD 29 (??/??/92)  336.733  (m)         1104.76   (f) ADJ UNCH    2 0
 DV0282
 DV0282.Superseded values are not recommended for survey control.
 DV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0282.See file dsdata.txt to determine how the superseded data were derived.
 DV0282
 DV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7286913194(NAD 83)
 DV0282_MARKER: DB = BENCH MARK DISK
 DV0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0282_STAMPING: B 259 1945
 DV0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0282+STABILITY: SURFACE MOTION
 DV0282
 DV0282  HISTORY     - Date     Condition        Report By
 DV0282  HISTORY     - 1947     MONUMENTED       CGS
 DV0282  HISTORY     - 1948     GOOD             NGS
 DV0282  HISTORY     - 1984     GOOD             DMA
 DV0282
 DV0282                          STATION DESCRIPTION
 DV0282
 DV0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0282'A USC AND GS BENCH MARK, 18 INCHES NORTH
 DV0282'OF THE NORTH EDGE OF COMPASS CIRCLE, APPROXIMATELY THE SAME
 DV0282'ELEVATION AS STATION LUKE, AND STAMPED--B 259 1945.
 DV0282
 DV0282                          STATION RECOVERY (1948)
 DV0282
 DV0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0282'IN LUKE FIELD.
 DV0282'AT LUKE FIELD, MARICOPA COUNTY, 66.6 FEET NORTH OF THE CENTER OF THE
 DV0282'COMPASS TABLE, AT THE PAINTED LETTER N, AND 1.5 FEET NORTH OF THE
 DV0282'NORTH EDGE OF THE CONCRETE CIRCLE.  A STANDARD DISK, STAMPED B 259
 DV0282'1945 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS
 DV0282'USED AS REFERENCE MARK 2 FOR TRIANGULATION STATION LUKE 1947.
 DV0282
 DV0282                          STATION RECOVERY (1984)
 DV0282
 DV0282'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DV0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0409 ***********************************************************************
 ET0409  DESIGNATION -  B 26
 ET0409  PID         -  ET0409
 ET0409  STATE/COUNTY-  AZ/YAVAPAI
 ET0409  USGS QUAD   -  DATE (1969)
 ET0409
 ET0409                         *CURRENT SURVEY CONTROL
 ET0409  ___________________________________________________________________
 ET0409* NAD 83(1986)-  34 15 30.     (N)    112 54 00.     (W)     SCALED    
 ET0409* NAVD 88     -       996.573  (meters)    3269.59   (feet)  POSTED    
 ET0409  ___________________________________________________________________
 ET0409  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 ET0409  DYNAMIC HT  -         995.320 (meters)    3265.48  (feet)  COMP
 ET0409  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 ET0409
 ET0409  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0409
 ET0409.The horizontal coordinates were scaled from a topographic map and have
 ET0409.an estimated accuracy of +/- 6 seconds.
 ET0409
 ET0409.The orthometric height was determined by differential leveling
 ET0409.and adjusted by the National Geodetic Survey in November 2005..
 ET0409.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0409.rate of 1.1 thru 2.0 mm/km.
 ET0409
 ET0409.The geoid height was determined by GEOID03.
 ET0409
 ET0409.The dynamic height is computed by dividing the NAVD 88
 ET0409.geopotential number by the normal gravity value computed on the
 ET0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0409.degrees latitude (g = 980.6199 gals.).
 ET0409
 ET0409.The modeled gravity was interpolated from observed gravity values.
 ET0409
 ET0409;                    North         East    Units  Estimated Accuracy
 ET0409;SPC AZ C     -   361,740.      122,800.      MT  (+/- 180 meters Scaled)
 ET0409
 ET0409                          SUPERSEDED SURVEY CONTROL
 ET0409
 ET0409  NGVD 29 (??/??/92)  995.865  (m)         3267.27   (f) ADJ UNCH    2 0
 ET0409
 ET0409.Superseded values are not recommended for survey control.
 ET0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0409.See file dsdata.txt to determine how the superseded data were derived.
 ET0409
 ET0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC250924(NAD 83)
 ET0409_MARKER: DB = BENCH MARK DISK
 ET0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0409_SP_SET: CULVERT
 ET0409_STAMPING: B 26 1933
 ET0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0409
 ET0409  HISTORY     - Date     Condition        Report By
 ET0409  HISTORY     - 1933     MONUMENTED       CGS
 ET0409
 ET0409                          STATION DESCRIPTION
 ET0409
 ET0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0409'4.3 MI S FROM DATE.
 ET0409'ON A.T. AND S.F. RIGHT OF WAY, 2.5 MILES NORTH OF PIEDMONT SIDING, 50
 ET0409'FEET NORTH OF MILEPOST 114, ON TOP OF WESTERLY CONCRETE HEADWALL OF
 ET0409'RAILROAD CULVERT NO. E-114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0200 ***********************************************************************
 CZ0200  DESIGNATION -  B 261
 CZ0200  PID         -  CZ0200
 CZ0200  STATE/COUNTY-  AZ/PIMA
 CZ0200  USGS QUAD   -  TUCSON (1992)
 CZ0200
 CZ0200                         *CURRENT SURVEY CONTROL
 CZ0200  ___________________________________________________________________
 CZ0200* NAD 83(1986)-  32 07 30.     (N)    110 57 37.     (W)     SCALED    
 CZ0200* NAVD 88     -       777.897  (meters)    2552.15   (feet)  ADJUSTED  
 CZ0200  ___________________________________________________________________
 CZ0200  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0200  DYNAMIC HT  -         776.811 (meters)    2548.59  (feet)  COMP
 CZ0200  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 CZ0200
 CZ0200  VERT ORDER  -  FIRST     CLASS II
 CZ0200
 CZ0200.The horizontal coordinates were scaled from a topographic map and have
 CZ0200.an estimated accuracy of +/- 6 seconds.
 CZ0200
 CZ0200.The orthometric height was determined by differential leveling
 CZ0200.and adjusted by the National Geodetic Survey in June 1991..
 CZ0200
 CZ0200.The geoid height was determined by GEOID03.
 CZ0200
 CZ0200.The dynamic height is computed by dividing the NAVD 88
 CZ0200.geopotential number by the normal gravity value computed on the
 CZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0200.degrees latitude (g = 980.6199 gals.).
 CZ0200
 CZ0200.The modeled gravity was interpolated from observed gravity values.
 CZ0200
 CZ0200;                    North         East    Units  Estimated Accuracy
 CZ0200;SPC AZ C     -   125,130.      303,600.      MT  (+/- 180 meters Scaled)
 CZ0200
 CZ0200                          SUPERSEDED SURVEY CONTROL
 CZ0200
 CZ0200  NGVD 29 (??/??/92)  777.252  (m)         2550.03   (f) ADJ UNCH    1 2
 CZ0200
 CZ0200.Superseded values are not recommended for survey control.
 CZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0200.See file dsdata.txt to determine how the superseded data were derived.
 CZ0200
 CZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037542(NAD 83)
 CZ0200_MARKER: DB = BENCH MARK DISK
 CZ0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0200_SP_SET: CULVERT
 CZ0200_STAMPING: B 261 1945
 CZ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0200+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0200
 CZ0200  HISTORY     - Date     Condition        Report By
 CZ0200  HISTORY     - 1945     MONUMENTED       CGS
 CZ0200  HISTORY     - 1953     GOOD             NGS
 CZ0200  HISTORY     - 1973     GOOD             NGS
 CZ0200  HISTORY     - 1980     GOOD             NGS
 CZ0200  HISTORY     - 20060315 GOOD             USPSQD
 CZ0200
 CZ0200                          STATION DESCRIPTION
 CZ0200
 CZ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0200'6.9 MI S FROM TUCSON.
 CZ0200'6.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0200'STATION AT TUCSON MUNICIPAL AIRPORT, AT A TRIPLE CONCRETE PIPE CULVERT
 CZ0200'UNDER THE ENTRANCE TO GRAND CENTRAL AIRCRAFT COMPANY, BETWEEN THE
 CZ0200'EMPLOYMENT OFFICE AND THE TRACK, IN THE TOP OF THE APPROXIMATE CENTER
 CZ0200'OF THE NORTH CONCRETE HEAD WALL, 71.7 FEET EAST OF THE RAIL, 37.9 FEET
 CZ0200'NORTH OF THE NORTH EDGE OF A CONCRETE ISLAND IN THE ENTRANCE, AND
 CZ0200'ABOUT 1/2 FOOT HIGHER THAN THE ENTRANCE ROAD.
 CZ0200
 CZ0200                          STATION RECOVERY (1973)
 CZ0200
 CZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ0200'RECOVERED IN GOOD CONDITION.
 CZ0200
 CZ0200                          STATION RECOVERY (1980)
 CZ0200
 CZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0200'10.9 KILOMETERS (6.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0200'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF
 CZ0200'THE NORTH HEADWALL OF A THREE CHANNEL BOX CULVERT UNDER THE
 CZ0200'ENTRANCE ROAD TO THE TUCSON AVIATION CENTER, 30 METERS (72 FEET)
 CZ0200'EAST OF THE EAST RAIL, 11.6 METERS (38 FEET) NORTH OF THE NORTH
 CZ0200'EDGE OF A CONCRETE ISLAND IN THE ENTRANCE ROAD.
 CZ0200'THE MARK IS ABOVE LEVEL WITH THE RAILS..
 CZ0200
 CZ0200                          STATION RECOVERY (2006)
 CZ0200
 CZ0200'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0200'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0579 ***********************************************************************
 CY0579  DESIGNATION -  B 262
 CY0579  PID         -  CY0579
 CY0579  STATE/COUNTY-  AZ/GRAHAM
 CY0579  USGS QUAD   -  SAFFORD (1985)
 CY0579
 CY0579                         *CURRENT SURVEY CONTROL
 CY0579  ___________________________________________________________________
 CY0579* NAD 83(1986)-  32 50 43.     (N)    109 37 49.     (W)     SCALED    
 CY0579* NAVD 88     -       963.860  (meters)    3162.26   (feet)  ADJUSTED  
 CY0579  ___________________________________________________________________
 CY0579  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0579  DYNAMIC HT  -         962.510 (meters)    3157.83  (feet)  COMP
 CY0579  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 CY0579
 CY0579  VERT ORDER  -  SECOND    CLASS 0
 CY0579
 CY0579.The horizontal coordinates were scaled from a topographic map and have
 CY0579.an estimated accuracy of +/- 6 seconds.
 CY0579
 CY0579.The orthometric height was determined by differential leveling
 CY0579.and adjusted by the National Geodetic Survey in June 1991..
 CY0579
 CY0579.The geoid height was determined by GEOID03.
 CY0579
 CY0579.The dynamic height is computed by dividing the NAVD 88
 CY0579.geopotential number by the normal gravity value computed on the
 CY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0579.degrees latitude (g = 980.6199 gals.).
 CY0579
 CY0579.The modeled gravity was interpolated from observed gravity values.
 CY0579
 CY0579;                    North         East    Units  Estimated Accuracy
 CY0579;SPC AZ E     -   204,720.      263,570.      MT  (+/- 180 meters Scaled)
 CY0579
 CY0579                          SUPERSEDED SURVEY CONTROL
 CY0579
 CY0579  NGVD 29 (??/??/92)  963.270  (m)         3160.33   (f) ADJ UNCH    2 0
 CY0579
 CY0579.Superseded values are not recommended for survey control.
 CY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0579.See file dsdata.txt to determine how the superseded data were derived.
 CY0579
 CY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB281349(NAD 83)
 CY0579_MARKER: DB = BENCH MARK DISK
 CY0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0579_STAMPING: B 262 1945
 CY0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0579+STABILITY: SURFACE MOTION
 CY0579
 CY0579  HISTORY     - Date     Condition        Report By
 CY0579  HISTORY     - 1945     MONUMENTED       CGS
 CY0579
 CY0579                          STATION DESCRIPTION
 CY0579
 CY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0579'IN SAFFORD AIRPORT.
 CY0579'AT THE SAFFORD AIRPORT, SET AT THE MAIN GATE, ABOUT 300 FEET NORTH OF
 CY0579'THE EDGE OF THE MESA, 15 FEET EAST OF THE EAST GATE POST, 1.5 FEET
 CY0579'SOUTH OF THE FENCE, 2.4 FEET WEST OF REFERENCE POST.  BRONZE BENCH
 CY0579'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 CY0579'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1066 ***********************************************************************
 DV1066  DESIGNATION -  B 263
 DV1066  PID         -  DV1066
 DV1066  STATE/COUNTY-  AZ/MARICOPA
 DV1066  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1066
 DV1066                         *CURRENT SURVEY CONTROL
 DV1066  ___________________________________________________________________
 DV1066* NAD 83(1986)-  33 29 07.     (N)    113 02 53.     (W)     SCALED    
 DV1066* NAVD 88     -       367.481  (meters)    1205.64   (feet)  ADJUSTED  
 DV1066  ___________________________________________________________________
 DV1066  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1066  DYNAMIC HT  -         367.060 (meters)    1204.26  (feet)  COMP
 DV1066  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV1066
 DV1066  VERT ORDER  -  FIRST     CLASS II
 DV1066
 DV1066.The horizontal coordinates were scaled from a topographic map and have
 DV1066.an estimated accuracy of +/- 6 seconds.
 DV1066
 DV1066.The orthometric height was determined by differential leveling
 DV1066.and adjusted by the National Geodetic Survey in June 1991..
 DV1066
 DV1066.The geoid height was determined by GEOID03.
 DV1066
 DV1066.The dynamic height is computed by dividing the NAVD 88
 DV1066.geopotential number by the normal gravity value computed on the
 DV1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1066.degrees latitude (g = 980.6199 gals.).
 DV1066
 DV1066.The modeled gravity was interpolated from observed gravity values.
 DV1066
 DV1066;                    North         East    Units  Estimated Accuracy
 DV1066;SPC AZ C     -   276,140.      108,220.      MT  (+/- 180 meters Scaled)
 DV1066
 DV1066                          SUPERSEDED SURVEY CONTROL
 DV1066
 DV1066  NGVD 29 (??/??/92)  366.833  (m)         1203.52   (f) ADJ UNCH    1 2
 DV1066
 DV1066.Superseded values are not recommended for survey control.
 DV1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1066.See file dsdata.txt to determine how the superseded data were derived.
 DV1066
 DV1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC097069(NAD 83)
 DV1066_MARKER: DB = BENCH MARK DISK
 DV1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1066_STAMPING: B 263 1947
 DV1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1066+STABILITY: SURFACE MOTION
 DV1066
 DV1066  HISTORY     - Date     Condition        Report By
 DV1066  HISTORY     - 1947     MONUMENTED       CGS
 DV1066  HISTORY     - 1967     GOOD             NGS
 DV1066  HISTORY     - 1981     GOOD             NGS
 DV1066
 DV1066                          STATION DESCRIPTION
 DV1066
 DV1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1066'7.6 MI W FROM TONOPAH.
 DV1066'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1066'TONOPAH, THENCE 0.75 MILE SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD IN
 DV1066'SECTION 26, T 2 N, R 8 W, 85 YARDS SOUTHEAST OF A SLIGHT RISE, 53 FEET
 DV1066'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 DV1066'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV1066'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 DV1066'CONCRETE POST IS CRACKED BUT STILL SOLID.
 DV1066
 DV1066                          STATION RECOVERY (1981)
 DV1066
 DV1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0724 ***********************************************************************
 DV0724  DESIGNATION -  B 264
 DV0724  PID         -  DV0724
 DV0724  STATE/COUNTY-  AZ/MARICOPA
 DV0724  USGS QUAD   -  BUCKEYE NW (1982)
 DV0724
 DV0724                         *CURRENT SURVEY CONTROL
 DV0724  ___________________________________________________________________
 DV0724* NAD 83(1986)-  33 27 48.     (N)    112 40 41.     (W)     SCALED    
 DV0724* NAVD 88     -       348.943  (meters)    1144.82   (feet)  ADJUSTED  
 DV0724  ___________________________________________________________________
 DV0724  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0724  DYNAMIC HT  -         348.541 (meters)    1143.50  (feet)  COMP
 DV0724  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 DV0724
 DV0724  VERT ORDER  -  FIRST     CLASS II
 DV0724
 DV0724.The horizontal coordinates were scaled from a topographic map and have
 DV0724.an estimated accuracy of +/- 6 seconds.
 DV0724
 DV0724.The orthometric height was determined by differential leveling
 DV0724.and adjusted by the National Geodetic Survey in June 1991..
 DV0724
 DV0724.The geoid height was determined by GEOID03.
 DV0724
 DV0724.The dynamic height is computed by dividing the NAVD 88
 DV0724.geopotential number by the normal gravity value computed on the
 DV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0724.degrees latitude (g = 980.6199 gals.).
 DV0724
 DV0724.The modeled gravity was interpolated from observed gravity values.
 DV0724
 DV0724;                    North         East    Units  Estimated Accuracy
 DV0724;SPC AZ C     -   273,390.      142,590.      MT  (+/- 180 meters Scaled)
 DV0724
 DV0724                          SUPERSEDED SURVEY CONTROL
 DV0724
 DV0724  NGVD 29 (??/??/92)  348.296  (m)         1142.70   (f) ADJ UNCH    1 2
 DV0724
 DV0724.Superseded values are not recommended for survey control.
 DV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0724.See file dsdata.txt to determine how the superseded data were derived.
 DV0724
 DV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440039(NAD 83)
 DV0724_MARKER: DB = BENCH MARK DISK
 DV0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0724_STAMPING: B 264 1947
 DV0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0724+STABILITY: SURFACE MOTION
 DV0724
 DV0724  HISTORY     - Date     Condition        Report By
 DV0724  HISTORY     - 1947     MONUMENTED       CGS
 DV0724  HISTORY     - 1967     GOOD             NGS
 DV0724  HISTORY     - 1981     GOOD             NGS
 DV0724  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0724
 DV0724                          STATION DESCRIPTION
 DV0724
 DV0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0724'9.45 MI NW FROM BUCKEYE.
 DV0724'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0724'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 5.35 MILES
 DV0724'NORTHWEST ALONG YUMA ROAD, IN S 4, T 1 N, R 4 W, 45 FEET NORTHWEST OF
 DV0724'THE CENTER OF THE JUNCTION OF YUMA ROAD AND A DIRT ROAD, 30 FEET NORTH
 DV0724'OF THE CENTER LINE OF YUMA ROAD, 18 FEET NORTHEAST OF THE CENTER LINE
 DV0724'OF THE DIRT ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 DV0724'WASH, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DV0724'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DV0724'INCHES.
 DV0724
 DV0724                          STATION RECOVERY (1981)
 DV0724
 DV0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0724'RECOVERED IN GOOD CONDITION.
 DV0724
 DV0724                          STATION RECOVERY (2001)
 DV0724
 DV0724'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0079 ***********************************************************************
 DV0079  DESIGNATION -  B 266
 DV0079  PID         -  DV0079
 DV0079  STATE/COUNTY-  AZ/MARICOPA
 DV0079  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0079
 DV0079                         *CURRENT SURVEY CONTROL
 DV0079  ___________________________________________________________________
 DV0079* NAD 83(1986)-  33 43 24.     (N)    112 20 09.     (W)     SCALED    
 DV0079* NAVD 88     -       410.331  (meters)    1346.23   (feet)  ADJUSTED  
 DV0079  ___________________________________________________________________
 DV0079  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0079  DYNAMIC HT  -         409.853 (meters)    1344.66  (feet)  COMP
 DV0079  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 DV0079
 DV0079  VERT ORDER  -  FIRST     CLASS II
 DV0079
 DV0079.The horizontal coordinates were scaled from a topographic map and have
 DV0079.an estimated accuracy of +/- 6 seconds.
 DV0079
 DV0079.The orthometric height was determined by differential leveling
 DV0079.and adjusted by the National Geodetic Survey in June 1991..
 DV0079
 DV0079.The geoid height was determined by GEOID03.
 DV0079
 DV0079.The dynamic height is computed by dividing the NAVD 88
 DV0079.geopotential number by the normal gravity value computed on the
 DV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0079.degrees latitude (g = 980.6199 gals.).
 DV0079
 DV0079.The modeled gravity was interpolated from observed gravity values.
 DV0079
 DV0079;                    North         East    Units  Estimated Accuracy
 DV0079;SPC AZ C     -   302,050.      174,510.      MT  (+/- 180 meters Scaled)
 DV0079
 DV0079                          SUPERSEDED SURVEY CONTROL
 DV0079
 DV0079  NGVD 29 (??/??/92)  409.706  (m)         1344.18   (f) ADJ UNCH    1 2
 DV0079
 DV0079.Superseded values are not recommended for survey control.
 DV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0079.See file dsdata.txt to determine how the superseded data were derived.
 DV0079
 DV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC762322(NAD 83)
 DV0079_MARKER: DB = BENCH MARK DISK
 DV0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0079_SP_SET: CONCRETE SIPHON
 DV0079_STAMPING: B 266 1948
 DV0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0079
 DV0079  HISTORY     - Date     Condition        Report By
 DV0079  HISTORY     - 1948     MONUMENTED       CGS
 DV0079  HISTORY     - 1967     GOOD             NGS
 DV0079  HISTORY     - 1981     GOOD             NGS
 DV0079
 DV0079                          STATION DESCRIPTION
 DV0079
 DV0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0079'12.05 MI NW FROM EL MIRAGE.
 DV0079'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0079'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 5.05 MILES
 DV0079'NORTHEAST ALONG CANAL ROAD, IN SECTION 2, T 4 N, R 1 W, 115 FEET NORTH
 DV0079'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE
 DV0079'WEST CONCRETE HEAD WALL OF A CONCRETE SIPHON, AND ABOUT 12 FEET ABOVE
 DV0079'THE LEVEL OF THE WASH.
 DV0079
 DV0079                          STATION RECOVERY (1981)
 DV0079
 DV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0025 ***********************************************************************
 DV0025  DESIGNATION -  B 268
 DV0025  PID         -  DV0025
 DV0025  STATE/COUNTY-  AZ/MARICOPA
 DV0025  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0025
 DV0025                         *CURRENT SURVEY CONTROL
 DV0025  ___________________________________________________________________
 DV0025* NAD 83(1986)-  33 35 51.     (N)    112 01 54.     (W)     SCALED    
 DV0025* NAVD 88     -       439.47   (+/-2cm)    1441.8    (feet)  VERTCON   
 DV0025  ___________________________________________________________________
 DV0025  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0025
 DV0025  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0025
 DV0025.The horizontal coordinates were scaled from a topographic map and have
 DV0025.an estimated accuracy of +/- 6 seconds.
 DV0025
 DV0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0025.The vertical order pertains to the NGVD 29 superseded value.
 DV0025
 DV0025.The geoid height was determined by GEOID03.
 DV0025
 DV0025;                    North         East    Units  Estimated Accuracy
 DV0025;SPC AZ C     -   288,020.      202,690.      MT  (+/- 180 meters Scaled)
 DV0025
 DV0025                          SUPERSEDED SURVEY CONTROL
 DV0025
 DV0025  NGVD 29 (??/??/92)  438.918  (m)         1440.02   (f) ADJ UNCH    1 2
 DV0025
 DV0025.Superseded values are not recommended for survey control.
 DV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0025.See file dsdata.txt to determine how the superseded data were derived.
 DV0025
 DV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042180(NAD 83)
 DV0025_MARKER: DB = BENCH MARK DISK
 DV0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0025_STAMPING: B 268 1948
 DV0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0025+STABILITY: SURFACE MOTION
 DV0025
 DV0025  HISTORY     - Date     Condition        Report By
 DV0025  HISTORY     - 1948     MONUMENTED       CGS
 DV0025  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0025
 DV0025                          STATION DESCRIPTION
 DV0025
 DV0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0025'IN CACTUS.
 DV0025'AT CACTUS, AT THE NORTH PHOENIX AIRPORT, ABOUT 0.5 MILE EAST OF THE
 DV0025'CACTUS POST OFFICE, 135.0 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST
 DV0025'RUNWAY, 33.5 FEET SOUTHWEST OF A LARGE WOODEN POLE SUPPORTING THE WIND
 DV0025'INDICATOR, 3.3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN
 DV0025'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- THIS AIRPORT IS
 DV0025'NO LONGER IN EXISTENCE AND CONSIDERABLE CONSTRUCTION OF RESIDENTIAL
 DV0025'BUILDING HAS BEEN DONE IN THE AREA.  MARK WAS PROBABLY DESTROYED
 DV0025'DURING CONSTRUCTION.
 DV0025
 DV0025                          STATION RECOVERY (1963)
 DV0025
 DV0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1072 ***********************************************************************
 DU1072  DESIGNATION -  B 269
 DU1072  PID         -  DU1072
 DU1072  STATE/COUNTY-  AZ/MARICOPA
 DU1072  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1072
 DU1072                         *CURRENT SURVEY CONTROL
 DU1072  ___________________________________________________________________
 DU1072* NAD 83(1986)-  33 30 36.     (N)    111 42 47.     (W)     SCALED    
 DU1072* NAVD 88     -       401.039  (meters)    1315.74   (feet)  READJUSTED
 DU1072  ___________________________________________________________________
 DU1072  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1072  DYNAMIC HT  -         400.560 (meters)    1314.17  (feet)  COMP
 DU1072  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 DU1072
 DU1072  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1072
 DU1072.The horizontal coordinates were scaled from a topographic map and have
 DU1072.an estimated accuracy of +/- 6 seconds.
 DU1072
 DU1072.The orthometric height was determined by differential leveling
 DU1072.and adjusted by the National Geodetic Survey in April 1999..
 DU1072.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1072.distribution rate of 0.0 thru 1.0 mm/km.
 DU1072.The height was derived from older observations constrained to new
 DU1072.heights in a crustal motion area.  The height is approximate in
 DU1072.relation to other heights in its vicinity.
 DU1072
 DU1072.The geoid height was determined by GEOID03.
 DU1072
 DU1072.The dynamic height is computed by dividing the NAVD 88
 DU1072.geopotential number by the normal gravity value computed on the
 DU1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1072.degrees latitude (g = 980.6199 gals.).
 DU1072
 DU1072.The modeled gravity was interpolated from observed gravity values.
 DU1072
 DU1072;                    North         East    Units  Estimated Accuracy
 DU1072;SPC AZ C     -   278,330.      232,280.      MT  (+/- 180 meters Scaled)
 DU1072
 DU1072                          SUPERSEDED SURVEY CONTROL
 DU1072
 DU1072  NAVD 88 (06/15/91)  401.052  (m)         1315.78   (f) UNKNOWN     1 2
 DU1072  NGVD 29 (??/??/92)  400.467  (m)         1313.87   (f) ADJ UNCH    1 2
 DU1072
 DU1072.Superseded values are not recommended for survey control.
 DU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1072.See file dsdata.txt to determine how the superseded data were derived.
 DU1072
 DU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC337080(NAD 83)
 DU1072_MARKER: DB = BENCH MARK DISK
 DU1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1072_STAMPING: B 269 1948
 DU1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1072+STABILITY: SURFACE MOTION
 DU1072
 DU1072  HISTORY     - Date     Condition        Report By
 DU1072  HISTORY     - 1948     MONUMENTED       CGS
 DU1072  HISTORY     - 1967     GOOD             NGS
 DU1072  HISTORY     - 1975     GOOD             NGS
 DU1072  HISTORY     - 1980     GOOD             NGS
 DU1072
 DU1072                          STATION DESCRIPTION
 DU1072
 DU1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1072'9.8 MI N FROM BUCKHORN.
 DU1072'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1072'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1072'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1072'ALONG A GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A DIRT ROAD WHICH
 DU1072'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2 N, R
 DU1072'6 E, 145 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 13 FEET SOUTH
 DU1072'OF THE CENTER LINE OF A TRAIL ROAD, 17 FEET EAST OF THE CENTER LINE OF
 DU1072'A TRAIL ROAD WHICH LEADS SOUTH, 0.9 FOOT NORTH OF A METAL WITNESS
 DU1072'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE DIRT ROAD, AND SET IN THE
 DU1072'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 DU1072
 DU1072                          STATION RECOVERY (1975)
 DU1072
 DU1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1072'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1072'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1072'HIGHWAY, THENCE 0.9 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE FOOT OF
 DU1072'THE NORTH SLOPE OF THE HIGHEST HILL IN THE VICINITY, 70 FEET SOUTH OF
 DU1072'THE TOE OF THE HILL, 180 FEET SOUTH OF THE CENTERLINE OF A TRAIL ROAD
 DU1072'AROUND THE HILL, SET IN THE TOP OF A ROCK OUTCROP, 0.6 FEET NORTH OF A
 DU1072'METAL WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.  1/4, SEC 18, T
 DU1072'1N, R 7E.
 DU1072
 DU1072                          STATION RECOVERY (1980)
 DU1072
 DU1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0461 ***********************************************************************
 ET0461  DESIGNATION -  B 27
 ET0461  PID         -  ET0461
 ET0461  STATE/COUNTY-  AZ/YAVAPAI
 ET0461  USGS QUAD   -  IRON SPRINGS (1979)
 ET0461
 ET0461                         *CURRENT SURVEY CONTROL
 ET0461  ___________________________________________________________________
 ET0461* NAD 83(1986)-  34 35 04.     (N)    112 34 31.     (W)     SCALED    
 ET0461* NAVD 88     -      1805.347  (meters)    5923.04   (feet)  POSTED    
 ET0461  ___________________________________________________________________
 ET0461  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ET0461  DYNAMIC HT  -        1802.850 (meters)    5914.85  (feet)  COMP
 ET0461  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 ET0461
 ET0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0461
 ET0461.The horizontal coordinates were scaled from a topographic map and have
 ET0461.an estimated accuracy of +/- 6 seconds.
 ET0461
 ET0461.The orthometric height was determined by differential leveling
 ET0461.and adjusted by the National Geodetic Survey in November 2005..
 ET0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0461.rate of 0.0 thru 1.0 mm/km.
 ET0461
 ET0461.The geoid height was determined by GEOID03.
 ET0461
 ET0461.The dynamic height is computed by dividing the NAVD 88
 ET0461.geopotential number by the normal gravity value computed on the
 ET0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0461.degrees latitude (g = 980.6199 gals.).
 ET0461
 ET0461.The modeled gravity was interpolated from observed gravity values.
 ET0461
 ET0461;                    North         East    Units  Estimated Accuracy
 ET0461;SPC AZ C     -   397,680.      152,940.      MT  (+/- 180 meters Scaled)
 ET0461
 ET0461                          SUPERSEDED SURVEY CONTROL
 ET0461
 ET0461  NGVD 29 (??/??/92) 1804.455  (m)         5920.12   (f) ADJ UNCH    1 2
 ET0461
 ET0461.Superseded values are not recommended for survey control.
 ET0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0461.See file dsdata.txt to determine how the superseded data were derived.
 ET0461
 ET0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD555280(NAD 83)
 ET0461_MARKER: DB = BENCH MARK DISK
 ET0461_SETTING: 80 = SET IN A BOULDER
 ET0461_SP_SET: BOULDER
 ET0461_STAMPING: B 27 1933
 ET0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0461+STABILITY: SURFACE MOTION
 ET0461
 ET0461  HISTORY     - Date     Condition        Report By
 ET0461  HISTORY     - 1933     MONUMENTED       CGS
 ET0461  HISTORY     - 1974     GOOD             USGS
 ET0461
 ET0461                          STATION DESCRIPTION
 ET0461
 ET0461'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0461'IN IRON SPRINGS.
 ET0461'AT IRON SPRINGS, ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0461'RAILWAY STATION (SITE) 55 FEET NORTHEAST OF CENTERLINE OF RR GRADE
 ET0461'OVER 6X6 FT. CONCRETE BOX CULVERT, ON THE SOUTH BANK OF A CREEK, IN
 ET0461'THE TOP OF A LARGE BOULDER AND 5.1 FEET HIGHER THAN RR GRADE OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0434 ***********************************************************************
 DU0434  DESIGNATION -  B 270
 DU0434  PID         -  DU0434
 DU0434  STATE/COUNTY-  AZ/MARICOPA
 DU0434  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0434
 DU0434                         *CURRENT SURVEY CONTROL
 DU0434  ___________________________________________________________________
 DU0434* NAD 83(1986)-  33 31 45.     (N)    111 24 43.     (W)     SCALED    
 DU0434* NAVD 88     -       553.171  (meters)    1814.86   (feet)  ADJUSTED  
 DU0434  ___________________________________________________________________
 DU0434  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DU0434  DYNAMIC HT  -         552.477 (meters)    1812.59  (feet)  COMP
 DU0434  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 DU0434
 DU0434  VERT ORDER  -  FIRST     CLASS II
 DU0434
 DU0434.The horizontal coordinates were scaled from a topographic map and have
 DU0434.an estimated accuracy of +/- 6 seconds.
 DU0434
 DU0434.The orthometric height was determined by differential leveling
 DU0434.and adjusted by the National Geodetic Survey in June 1991..
 DU0434
 DU0434.The geoid height was determined by GEOID03.
 DU0434
 DU0434.The dynamic height is computed by dividing the NAVD 88
 DU0434.geopotential number by the normal gravity value computed on the
 DU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0434.degrees latitude (g = 980.6199 gals.).
 DU0434
 DU0434.The modeled gravity was interpolated from observed gravity values.
 DU0434
 DU0434;                    North         East    Units  Estimated Accuracy
 DU0434;SPC AZ C     -   280,550.      260,240.      MT  (+/- 180 meters Scaled)
 DU0434
 DU0434                          SUPERSEDED SURVEY CONTROL
 DU0434
 DU0434  NGVD 29 (??/??/92)  552.566  (m)         1812.88   (f) ADJ UNCH    1 2
 DU0434
 DU0434.Superseded values are not recommended for survey control.
 DU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0434.See file dsdata.txt to determine how the superseded data were derived.
 DU0434
 DU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC617100(NAD 83)
 DU0434_MARKER: DB = BENCH MARK DISK
 DU0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0434_SP_SET: BRIDGE
 DU0434_STAMPING: B 270 1948
 DU0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0434+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0434
 DU0434  HISTORY     - Date     Condition        Report By
 DU0434  HISTORY     - 1948     MONUMENTED       CGS
 DU0434  HISTORY     - 1980     GOOD             NGS
 DU0434  HISTORY     - 20040321 GOOD             USPSQD
 DU0434
 DU0434                          STATION DESCRIPTION
 DU0434
 DU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0434'1.6 MI W FROM TORTILLA FLAT.
 DU0434'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0434'TORTILLA FLAT, ABOUT 0.6 MILE WEST OF A SUMMIT OF A HILL BETWEEN
 DU0434'TORTILLA FLAT AND CANYON LAKE, AT A DEEP WSH, 17.5 FEET SOUTHEAST OF
 DU0434'THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE SOUTHWEST END OF
 DU0434'A CONCRETE HEADWALL OF A BRIDGE OVER THE WASH, 0.4 FOOT NORTHEAST OF
 DU0434'THE SOUTHWEST END OF THE HEADWALL AND 4 FEET LOWER THAN THE HIGHWAY.
 DU0434
 DU0434                          STATION RECOVERY (1980)
 DU0434
 DU0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0434'RECOVERED IN GOOD CONDITION.
 DU0434
 DU0434                          STATION RECOVERY (2004)
 DU0434
 DU0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0434'FOUND IN COOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0411 ***********************************************************************
 DV0411  DESIGNATION -  B 271
 DV0411  PID         -  DV0411
 DV0411  STATE/COUNTY-  AZ/MARICOPA
 DV0411  USGS QUAD   -  PHOENIX (1982)
 DV0411
 DV0411                         *CURRENT SURVEY CONTROL
 DV0411  ___________________________________________________________________
 DV0411* NAD 83(1986)-  33 22 39.     (N)    112 04 23.     (W)     SCALED    
 DV0411* NAVD 88     -       358.24   (+/-2cm)    1175.3    (feet)  VERTCON   
 DV0411  ___________________________________________________________________
 DV0411  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0411
 DV0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0411
 DV0411.The horizontal coordinates were scaled from a topographic map and have
 DV0411.an estimated accuracy of +/- 6 seconds.
 DV0411
 DV0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0411.The vertical order pertains to the NGVD 29 superseded value.
 DV0411
 DV0411.The geoid height was determined by GEOID03.
 DV0411
 DV0411;                    North         East    Units  Estimated Accuracy
 DV0411;SPC AZ C     -   263,630.      198,810.      MT  (+/- 180 meters Scaled)
 DV0411
 DV0411                          SUPERSEDED SURVEY CONTROL
 DV0411
 DV0411  NGVD 29 (??/??/92)  357.589  (m)         1173.19   (f) ADJ UNCH    2 0
 DV0411
 DV0411.Superseded values are not recommended for survey control.
 DV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0411.See file dsdata.txt to determine how the superseded data were derived.
 DV0411
 DV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001936(NAD 83)
 DV0411_MARKER: DD = SURVEY DISK
 DV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0411_STAMPING: B 271
 DV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0411+STABILITY: SURFACE MOTION
 DV0411
 DV0411  HISTORY     - Date     Condition        Report By
 DV0411  HISTORY     - UNK      MONUMENTED       AZHD
 DV0411  HISTORY     - 1948     GOOD             NGS
 DV0411  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0411
 DV0411                          STATION DESCRIPTION
 DV0411
 DV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0411'4.9 MI S FROM PHOENIX.
 DV0411'4.9 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0411'PHOENIX, 43.1 FEET EAST OF THE CENTER LINE OF SOUTH CENTRAL AVE. 26.3
 DV0411'FEET SOUTH OF THE CENTER LINE OF BASELINE ROAD, 3.8 FEET NORTH OF A
 DV0411'WIRE FENCE, AT THE BASE OF THE SIGN F A S (2), SET IN THE TOP OF A
 DV0411'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 DV0411
 DV0411                          STATION RECOVERY (2006)
 DV0411
 DV0411'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0411'A CIRCLE-K CONVENIENCE STORE HAS BEEN BUILT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0380 ***********************************************************************
 DV0380  DESIGNATION -  B 272
 DV0380  PID         -  DV0380
 DV0380  STATE/COUNTY-  AZ/MARICOPA
 DV0380  USGS QUAD   -  FOWLER (1982)
 DV0380
 DV0380                         *CURRENT SURVEY CONTROL
 DV0380  ___________________________________________________________________
 DV0380* NAD 83(1986)-  33 23 30.     (N)    112 08 49.     (W)     SCALED    
 DV0380* NAVD 88     -       311.50   (+/-2cm)    1022.0    (feet)  VERTCON   
 DV0380  ___________________________________________________________________
 DV0380  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0380
 DV0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0380
 DV0380.The horizontal coordinates were scaled from a topographic map and have
 DV0380.an estimated accuracy of +/- 6 seconds.
 DV0380
 DV0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0380.The vertical order pertains to the NGVD 29 superseded value.
 DV0380
 DV0380.The geoid height was determined by GEOID03.
 DV0380
 DV0380;                    North         East    Units  Estimated Accuracy
 DV0380;SPC AZ C     -   265,210.      191,940.      MT  (+/- 180 meters Scaled)
 DV0380
 DV0380                          SUPERSEDED SURVEY CONTROL
 DV0380
 DV0380  NGVD 29 (??/??/92)  310.860  (m)         1019.88   (f) ADJ UNCH    2 0
 DV0380
 DV0380.Superseded values are not recommended for survey control.
 DV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0380.See file dsdata.txt to determine how the superseded data were derived.
 DV0380
 DV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB933952(NAD 83)
 DV0380_MARKER: DB = BENCH MARK DISK
 DV0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0380_STAMPING: B 272 1948
 DV0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0380+STABILITY: SURFACE MOTION
 DV0380
 DV0380  HISTORY     - Date     Condition        Report By
 DV0380  HISTORY     - 1948     MONUMENTED       CGS
 DV0380  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0380
 DV0380                          STATION DESCRIPTION
 DV0380
 DV0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0380'9.4 MI N FROM KOMATKE.
 DV0380'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0380'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 98.7 FEET SOUTH OF THE
 DV0380'NORTH EDGE OF THE LANDING STRIP, 31.9 FEET EAST OF THE CENTER LINE A
 DV0380'DIRT ROAD AT THE WEST END OF THE STRIP, ABOUT LEVEL WITH THE STRIP AND
 DV0380'3.2 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0380'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0380
 DV0380                          STATION RECOVERY (1962)
 DV0380
 DV0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0852 ***********************************************************************
 DU0852  DESIGNATION -  B 273
 DU0852  PID         -  DU0852
 DU0852  STATE/COUNTY-  AZ/MARICOPA
 DU0852  USGS QUAD   -  TEMPE (1982)
 DU0852
 DU0852                         *CURRENT SURVEY CONTROL
 DU0852  ___________________________________________________________________
 DU0852* NAD 83(1986)-  33 22 40.     (N)    111 58 42.     (W)     SCALED    
 DU0852* NAVD 88     -       369.34   (+/-2cm)    1211.7    (feet)  VERTCON   
 DU0852  ___________________________________________________________________
 DU0852  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0852
 DU0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0852
 DU0852.The horizontal coordinates were scaled from a topographic map and have
 DU0852.an estimated accuracy of +/- 6 seconds.
 DU0852
 DU0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0852.The vertical order pertains to the NGVD 29 superseded value.
 DU0852
 DU0852.The geoid height was determined by GEOID03.
 DU0852
 DU0852;                    North         East    Units  Estimated Accuracy
 DU0852;SPC AZ C     -   263,650.      207,620.      MT  (+/- 180 meters Scaled)
 DU0852
 DU0852                          SUPERSEDED SURVEY CONTROL
 DU0852
 DU0852  NGVD 29 (??/??/92)  368.720  (m)         1209.71   (f) ADJ UNCH    2 0
 DU0852
 DU0852.Superseded values are not recommended for survey control.
 DU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0852.See file dsdata.txt to determine how the superseded data were derived.
 DU0852
 DU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB089935(NAD 83)
 DU0852_MARKER: DB = BENCH MARK DISK
 DU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0852_STAMPING: B 273 1948
 DU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0852+STABILITY: SURFACE MOTION
 DU0852
 DU0852  HISTORY     - Date     Condition        Report By
 DU0852  HISTORY     - 1948     MONUMENTED       CGS
 DU0852  HISTORY     - 1962     GOOD             NGS
 DU0852
 DU0852                          STATION DESCRIPTION
 DU0852
 DU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0852'1.9 MI W FROM PETERSON.
 DU0852'1.9 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 33.4 FEET NORTH OF
 DU0852'THE CENTER LINE OF BASELINE, 33.1 FEET EAST OF THE CENTER LINE OF
 DU0852'TOVEREA DRIVE, 2.5 FEET EAST OF THE ROAD SIGN, 1.4 FEET SOUTH OF A
 DU0852'WIRE FENCE, 1.0 FOOT BELOW THE LEVEL OF THE ROAD, 2.8 FEET WEST OF A
 DU0852'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0852'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0852
 DU0852                          STATION RECOVERY (1962)
 DU0852
 DU0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0330 ***********************************************************************
 DV0330  DESIGNATION -  B 274
 DV0330  PID         -  DV0330
 DV0330  STATE/COUNTY-  AZ/PINAL
 DV0330  USGS QUAD   -  MARICOPA (1978)
 DV0330
 DV0330                         *CURRENT SURVEY CONTROL
 DV0330  ___________________________________________________________________
 DV0330* NAD 83(1986)-  33 04 31.     (N)    112 05 21.     (W)     SCALED    
 DV0330* NAVD 88     -       350.487  (meters)    1149.89   (feet)  ADJUSTED  
 DV0330  ___________________________________________________________________
 DV0330  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0330  DYNAMIC HT  -         350.065 (meters)    1148.50  (feet)  COMP
 DV0330  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 DV0330  OBS GRAVITY -     979,421.8   (mgal)                       GRAV_OBS
 DV0330
 DV0330  VERT ORDER  -  FIRST     CLASS II
 DV0330
 DV0330.The horizontal coordinates were scaled from a topographic map and have
 DV0330.an estimated accuracy of +/- 6 seconds.
 DV0330
 DV0330.The orthometric height was determined by differential leveling
 DV0330.and adjusted by the National Geodetic Survey in June 1991..
 DV0330
 DV0330.The geoid height was determined by GEOID03.
 DV0330
 DV0330.The dynamic height is computed by dividing the NAVD 88
 DV0330.geopotential number by the normal gravity value computed on the
 DV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0330.degrees latitude (g = 980.6199 gals.).
 DV0330
 DV0330.The modeled gravity was interpolated from observed gravity values.
 DV0330.The observed gravity was obtained from relative gravimeter ties
 DV0330.to the IGSN71 gravity network.
 DV0330
 DV0330;                    North         East    Units  Estimated Accuracy
 DV0330;SPC AZ C     -   230,110.      197,260.      MT  (+/- 180 meters Scaled)
 DV0330
 DV0330                          SUPERSEDED SURVEY CONTROL
 DV0330
 DV0330  NGVD 29 (??/??/92)  350.207  (m)         1148.97   (f) ADJ UNCH    1 2
 DV0330
 DV0330.Superseded values are not recommended for survey control.
 DV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0330.See file dsdata.txt to determine how the superseded data were derived.
 DV0330
 DV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983601(NAD 83)
 DV0330_MARKER: DB = BENCH MARK DISK
 DV0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0330_SP_SET: ABUTMENT
 DV0330_STAMPING: B 274 1948
 DV0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0330
 DV0330  HISTORY     - Date     Condition        Report By
 DV0330  HISTORY     - 1948     MONUMENTED       CGS
 DV0330  HISTORY     - 1967     GOOD             NGS
 DV0330  HISTORY     - 1978     GOOD             LOCENG
 DV0330  HISTORY     - 1980     GOOD             NGS
 DV0330  HISTORY     - 1980     GOOD             NGS
 DV0330
 DV0330                          STATION DESCRIPTION
 DV0330
 DV0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0330'2.85 MI W FROM MARICOPA.
 DV0330'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0330'MARICOPA, THENCE 2.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0330'IN S 18, T 4 S, R 3 S, 1 1/2 POLES EAST OF MILEPOST 895, 5 1/2 FEET
 DV0330'NORTH OF THE NORTH RAIL OF THE TRACK, 55 FEET SOUTHEAST OF THE 1ST
 DV0330'TELEPHONE POLE EAST OF MILEPOST 895, SET IN THE TOP OF THE NORTH END
 DV0330'OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 895.04, AND
 DV0330'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0330
 DV0330                          STATION RECOVERY (1978)
 DV0330
 DV0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 DV0330'RECOVERED IN GOOD CONDITION.
 DV0330
 DV0330                          STATION RECOVERY (1980)
 DV0330
 DV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0330'RECOVERED IN GOOD CONDITION.
 DV0330
 DV0330                          STATION RECOVERY (1980)
 DV0330
 DV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0961 ***********************************************************************
 CZ0961  DESIGNATION -  B 275
 CZ0961  PID         -  CZ0961
 CZ0961  STATE/COUNTY-  AZ/PINAL
 CZ0961  USGS QUAD   -  STANFIELD (1992)
 CZ0961
 CZ0961                         *CURRENT SURVEY CONTROL
 CZ0961  ___________________________________________________________________
 CZ0961* NAD 83(1986)-  32 59 46.     (N)    111 57 02.     (W)     SCALED    
 CZ0961* NAVD 88     -       377.810  (meters)    1239.53   (feet)  ADJUSTED  
 CZ0961  ___________________________________________________________________
 CZ0961  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ0961  DYNAMIC HT  -         377.355 (meters)    1238.04  (feet)  COMP
 CZ0961  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 CZ0961  OBS GRAVITY -     979,422.5   (mgal)                       GRAV_OBS
 CZ0961
 CZ0961  VERT ORDER  -  FIRST     CLASS II
 CZ0961
 CZ0961.The horizontal coordinates were scaled from a topographic map and have
 CZ0961.an estimated accuracy of +/- 6 seconds.
 CZ0961
 CZ0961.The orthometric height was determined by differential leveling
 CZ0961.and adjusted by the National Geodetic Survey in June 1991..
 CZ0961
 CZ0961.The geoid height was determined by GEOID03.
 CZ0961
 CZ0961.The dynamic height is computed by dividing the NAVD 88
 CZ0961.geopotential number by the normal gravity value computed on the
 CZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0961.degrees latitude (g = 980.6199 gals.).
 CZ0961
 CZ0961.The modeled gravity was interpolated from observed gravity values.
 CZ0961.The observed gravity was obtained from relative gravimeter ties
 CZ0961.to the IGSN71 gravity network.
 CZ0961
 CZ0961;                    North         East    Units  Estimated Accuracy
 CZ0961;SPC AZ C     -   221,320.      210,190.      MT  (+/- 180 meters Scaled)
 CZ0961
 CZ0961                          SUPERSEDED SURVEY CONTROL
 CZ0961
 CZ0961  NGVD 29 (??/??/92)  377.596  (m)         1238.83   (f) ADJ UNCH    1 2
 CZ0961
 CZ0961.Superseded values are not recommended for survey control.
 CZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0961.See file dsdata.txt to determine how the superseded data were derived.
 CZ0961
 CZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111512(NAD 83)
 CZ0961_MARKER: DB = BENCH MARK DISK
 CZ0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0961_SP_SET: BRIDGE
 CZ0961_STAMPING: B 275 1948
 CZ0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0961
 CZ0961  HISTORY     - Date     Condition        Report By
 CZ0961  HISTORY     - 1948     MONUMENTED       CGS
 CZ0961  HISTORY     - 1967     GOOD             NGS
 CZ0961  HISTORY     - 1980     GOOD             NGS
 CZ0961  HISTORY     - 1980     GOOD             NGS
 CZ0961
 CZ0961                          STATION DESCRIPTION
 CZ0961
 CZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0961'7.2 MI SE FROM MARICOPA.
 CZ0961'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0961'MARICOPA, THENCE 7.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0961'RAILROAD, IN S 16, T 5 S, R 4 E, 6 1/2 POLES NORTHWEST OF MILEPOST
 CZ0961'905, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN
 CZ0961'THE BOTTOM OF AN 8 BY 9-INCH HOLE, WHICH IS 1.3 FEET IN DEPTH, IN THE
 CZ0961'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF RAILROAD BRIDGE
 CZ0961'NUMBER 934.79, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ0961
 CZ0961                          STATION RECOVERY (1980)
 CZ0961
 CZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0961'RECOVERED IN GOOD CONDITION.
 CZ0961
 CZ0961                          STATION RECOVERY (1980)
 CZ0961
 CZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0832 ***********************************************************************
 DU0832  DESIGNATION -  B 276
 DU0832  PID         -  DU0832
 DU0832  STATE/COUNTY-  AZ/PINAL
 DU0832  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0832
 DU0832                         *CURRENT SURVEY CONTROL
 DU0832  ___________________________________________________________________
 DU0832* NAD 83(1986)-  33 05 10.     (N)    111 45 52.     (W)     SCALED    
 DU0832* NAVD 88     -       387.23   (+/-2cm)    1270.4    (feet)  VERTCON   
 DU0832  ___________________________________________________________________
 DU0832  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0832
 DU0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0832
 DU0832.The horizontal coordinates were scaled from a topographic map and have
 DU0832.an estimated accuracy of +/- 6 seconds.
 DU0832
 DU0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0832.The vertical order pertains to the NGVD 29 superseded value.
 DU0832
 DU0832.The geoid height was determined by GEOID03.
 DU0832
 DU0832;                    North         East    Units  Estimated Accuracy
 DU0832;SPC AZ C     -   231,310.      227,570.      MT  (+/- 180 meters Scaled)
 DU0832
 DU0832                          SUPERSEDED SURVEY CONTROL
 DU0832
 DU0832  NGVD 29 (??/??/92)  386.746  (m)         1268.85   (f) ADJ UNCH    2 0
 DU0832
 DU0832.Superseded values are not recommended for survey control.
 DU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0832.See file dsdata.txt to determine how the superseded data were derived.
 DU0832
 DU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB286610(NAD 83)
 DU0832_MARKER: DB = BENCH MARK DISK
 DU0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0832_SP_SET: FLOOD DITCH
 DU0832_STAMPING: B 276 1948
 DU0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0832
 DU0832  HISTORY     - Date     Condition        Report By
 DU0832  HISTORY     - 1948     MONUMENTED       CGS
 DU0832  HISTORY     - 1959     GOOD             NGS
 DU0832  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0832
 DU0832                          STATION DESCRIPTION
 DU0832
 DU0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0832'1.1 MI NW FROM SACATON.
 DU0832'1.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0832'JUAN MEMORIAL AT SACATON, 70.4 FEET NORTHEAST OF THE CENTER LINE OF
 DU0832'THE ROAD, 58.0 FEET NORTHWEST OF THE CENTER LINE OF A FLOOD CONTROL
 DU0832'DITCH, 17.1 FEET WEST OF A POWER LINE POLE, 2.0 FEET ABOVE THE LEVEL
 DU0832'OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE CONCRETE HEADWALL
 DU0832'AT THE SOUTHWEST END OF A FLOOD CONTROL DITCH.
 DU0832
 DU0832                          STATION RECOVERY (1959)
 DU0832
 DU0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0832'RECOVERED IN GOOD CONDITION.
 DU0832
 DU0832                          STATION RECOVERY (2006)
 DU0832
 DU0832'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0732 ***********************************************************************
 DU0732  DESIGNATION -  B 277
 DU0732  PID         -  DU0732
 DU0732  STATE/COUNTY-  AZ/MARICOPA
 DU0732  USGS QUAD   -  CHANDLER (1981)
 DU0732
 DU0732                         *CURRENT SURVEY CONTROL
 DU0732  ___________________________________________________________________
 DU0732* NAD 83(1986)-  33 16 06.     (N)    111 48 25.     (W)     SCALED    
 DU0732* NAVD 88     -       377.29   (+/-2cm)    1237.8    (feet)  VERTCON   
 DU0732  ___________________________________________________________________
 DU0732  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0732
 DU0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0732
 DU0732.This mark is at Chandler Municipal Airport (CHD)
 DU0732
 DU0732.The horizontal coordinates were scaled from a topographic map and have
 DU0732.an estimated accuracy of +/- 6 seconds.
 DU0732
 DU0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0732.The vertical order pertains to the NGVD 29 superseded value.
 DU0732
 DU0732.The geoid height was determined by GEOID03.
 DU0732
 DU0732;                    North         East    Units  Estimated Accuracy
 DU0732;SPC AZ C     -   251,510.      223,580.      MT  (+/- 180 meters Scaled)
 DU0732
 DU0732                          SUPERSEDED SURVEY CONTROL
 DU0732
 DU0732  NGVD 29 (??/??/92)  376.775  (m)         1236.14   (f) ADJ UNCH    2 0
 DU0732
 DU0732.Superseded values are not recommended for survey control.
 DU0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0732.See file dsdata.txt to determine how the superseded data were derived.
 DU0732
 DU0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248813(NAD 83)
 DU0732_MARKER: DB = BENCH MARK DISK
 DU0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0732_STAMPING: B 277 1948
 DU0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0732+STABILITY: SURFACE MOTION
 DU0732
 DU0732  HISTORY     - Date     Condition        Report By
 DU0732  HISTORY     - 1948     MONUMENTED       CGS
 DU0732  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0732
 DU0732                          STATION DESCRIPTION
 DU0732
 DU0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0732'6.0 MI SE FROM CHANDLER.
 DU0732'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0732'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0732'THE CHANDLER MUNICIPAL AIRPORT 15.1 FEET EAST OF THE NORTHEAST CORNER
 DU0732'OF THE LAZY 8 FLYING SCHOOL BUILDING, 0.3 FOOT EAST OF A 3 1/2 INCH
 DU0732'IRON PIPE SUPPORT FOR THE TRACK FROM THE SLIDING DOORS, ABOUT LEVEL
 DU0732'WITH THE GROUND, SET IN THE TOP OF THE CONCRETE POST AT THE BASE OF
 DU0732'THE SUPPORT FOR THE TRACK.
 DU0732
 DU0732                          STATION RECOVERY (1979)
 DU0732
 DU0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0732'THE LAZY 8 FLYING SCHOOL BUILDING IS NOW OCCUPIED BY K AND K AERIAL
 DU0732'APPLICATOR. THE AREA EAST OF THE BUILDING IS AN UNPAVED AUTOMOBILE
 DU0732'PARKING LOT. THE 3 1/2 INCH IRON PIPE SUPPORT FOR THE TRACK FOR THE
 DU0732'SLIDING DOORS HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0696 ***********************************************************************
 ET0696  DESIGNATION -  B 280
 ET0696  PID         -  ET0696
 ET0696  STATE/COUNTY-  AZ/LA PAZ
 ET0696  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0696
 ET0696                         *CURRENT SURVEY CONTROL
 ET0696  ___________________________________________________________________
 ET0696* NAD 83(1986)-  34 15 12.     (N)    113 57 51.     (W)     SCALED    
 ET0696* NAVD 88     -       178.32   (+/-2cm)     585.0    (feet)  VERTCON   
 ET0696  ___________________________________________________________________
 ET0696  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0696
 ET0696  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0696
 ET0696.The horizontal coordinates were scaled from a topographic map and have
 ET0696.an estimated accuracy of +/- 6 seconds.
 ET0696
 ET0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0696.The vertical order pertains to the NGVD 29 superseded value.
 ET0696
 ET0696.The geoid height was determined by GEOID03.
 ET0696
 ET0696;                    North         East    Units  Estimated Accuracy
 ET0696;SPC AZ W     -   360,790.      193,630.      MT  (+/- 180 meters Scaled)
 ET0696
 ET0696                          SUPERSEDED SURVEY CONTROL
 ET0696
 ET0696  NGVD 29 (??/??/92)  177.713  (m)          583.05   (f) ADJ UNCH    1 2
 ET0696
 ET0696.Superseded values are not recommended for survey control.
 ET0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0696.See file dsdata.txt to determine how the superseded data were derived.
 ET0696
 ET0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC270942(NAD 83)
 ET0696_MARKER: DB = BENCH MARK DISK
 ET0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0696_STAMPING: B 280 1948
 ET0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0696+STABILITY: SURFACE MOTION
 ET0696
 ET0696  HISTORY     - Date     Condition        Report By
 ET0696  HISTORY     - 1948     MONUMENTED       CGS
 ET0696  HISTORY     - 1965     MARK NOT FOUND   USGS
 ET0696
 ET0696                          STATION DESCRIPTION
 ET0696
 ET0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0696'28.5 MI N FROM BOUSE.
 ET0696'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0696'BOUSE, IN A GROVE OF COTTONWOOD TREES, ON THE SOUTH BANK OF WILLIAMS
 ET0696'RIVER, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF THE
 ET0696'BOUSE-PLANET ROAD AND THE YUCCA-PARKER ROAD, 45 FEET EAST OF THE
 ET0696'CENTER LINE OF THE YUCCA-PARKER ROAD, 28 FEET SOUTH OF THE CENTER LINE
 ET0696'OF THE BOUSE-PLANET ROAD, 2.3 FEET EAST OF A WHITE WOODEN WITNESS
 ET0696'POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE BOUSE-PLANET ROAD. SET
 ET0696'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ET0696
 ET0696                          STATION RECOVERY (1965)
 ET0696
 ET0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ET0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1225 ***********************************************************************
 DV1225  DESIGNATION -  B 281
 DV1225  PID         -  DV1225
 DV1225  STATE/COUNTY-  AZ/LA PAZ
 DV1225  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1225
 DV1225                         *CURRENT SURVEY CONTROL
 DV1225  ___________________________________________________________________
 DV1225* NAD 83(1986)-  33 58 24.     (N)    114 00 00.     (W)     SCALED    
 DV1225* NAVD 88     -       304.46   (+/-2cm)     998.9    (feet)  VERTCON   
 DV1225  ___________________________________________________________________
 DV1225  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1225
 DV1225  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1225
 DV1225.The horizontal coordinates were scaled from a topographic map and have
 DV1225.an estimated accuracy of +/- 6 seconds.
 DV1225
 DV1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1225.The vertical order pertains to the NGVD 29 superseded value.
 DV1225
 DV1225.The geoid height was determined by GEOID03.
 DV1225
 DV1225;                    North         East    Units  Estimated Accuracy
 DV1225;SPC AZ W     -   329,740.      190,260.      MT  (+/- 180 meters Scaled)
 DV1225
 DV1225                          SUPERSEDED SURVEY CONTROL
 DV1225
 DV1225  NGVD 29 (??/??/92)  303.838  (m)          996.84   (f) ADJ UNCH    1 2
 DV1225
 DV1225.Superseded values are not recommended for survey control.
 DV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1225.See file dsdata.txt to determine how the superseded data were derived.
 DV1225
 DV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT771632(NAD 83)
 DV1225_MARKER: DB = BENCH MARK DISK
 DV1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1225_STAMPING: B 281 1948
 DV1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1225+STABILITY: SURFACE MOTION
 DV1225
 DV1225  HISTORY     - Date     Condition        Report By
 DV1225  HISTORY     - 1948     MONUMENTED       CGS
 DV1225
 DV1225                          STATION DESCRIPTION
 DV1225
 DV1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1225'3.3 MI NE FROM BOUSE.
 DV1225'3.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DV1225'AT BOUSE, 77 FEET SOUTHEAST OF THE CENTER LINE OF A DRY WASH, 32 FEET
 DV1225'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF A WHITE
 DV1225'WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.
 DV1225'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0690 ***********************************************************************
 ET0690  DESIGNATION -  B 286
 ET0690  PID         -  ET0690
 ET0690  STATE/COUNTY-  AZ/MOHAVE
 ET0690  USGS QUAD   -  SIGNAL (1990)
 ET0690
 ET0690                         *CURRENT SURVEY CONTROL
 ET0690  ___________________________________________________________________
 ET0690* NAD 83(1986)-  34 27 32.     (N)    113 42 45.     (W)     SCALED    
 ET0690* NAVD 88     -       654.231  (meters)    2146.42   (feet)  POSTED    
 ET0690  ___________________________________________________________________
 ET0690  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ET0690  DYNAMIC HT  -         653.470 (meters)    2143.93  (feet)  COMP
 ET0690  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 ET0690
 ET0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0690
 ET0690.The horizontal coordinates were scaled from a topographic map and have
 ET0690.an estimated accuracy of +/- 6 seconds.
 ET0690
 ET0690.The orthometric height was determined by differential leveling
 ET0690.and adjusted by the National Geodetic Survey in November 2005..
 ET0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0690.rate of 0.0 thru 1.0 mm/km.
 ET0690
 ET0690.The geoid height was determined by GEOID03.
 ET0690
 ET0690.The dynamic height is computed by dividing the NAVD 88
 ET0690.geopotential number by the normal gravity value computed on the
 ET0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0690.degrees latitude (g = 980.6199 gals.).
 ET0690
 ET0690.The modeled gravity was interpolated from observed gravity values.
 ET0690
 ET0690;                    North         East    Units  Estimated Accuracy
 ET0690;SPC AZ W     -   383,570.      216,810.      MT  (+/- 180 meters Scaled)
 ET0690
 ET0690                          SUPERSEDED SURVEY CONTROL
 ET0690
 ET0690  NGVD 29 (??/??/92)  653.514  (m)         2144.07   (f) ADJ UNCH    1 2
 ET0690
 ET0690.Superseded values are not recommended for survey control.
 ET0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0690.See file dsdata.txt to determine how the superseded data were derived.
 ET0690
 ET0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD508163(NAD 83)
 ET0690_MARKER: DB = BENCH MARK DISK
 ET0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0690_STAMPING: B 286 1950
 ET0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0690+STABILITY: SURFACE MOTION
 ET0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0690+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0690
 ET0690  HISTORY     - Date     Condition        Report By
 ET0690  HISTORY     - 1950     MONUMENTED       CGS
 ET0690  HISTORY     - 20010122 GOOD             AZ-015
 ET0690
 ET0690                          STATION DESCRIPTION
 ET0690
 ET0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0690'5.1 MI SW FROM SIGNAL.
 ET0690'5.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0690'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 41.4 MILES SOUTHEAST OF
 ET0690'YUCCA, 0.5 MILE NORTHEAST OF B. M. W 285, AT THE INTERSECTION OF A
 ET0690'COUNTY GRADED ROAD, 108 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0690'COUNTY ROAD, 37 1/2 NORTH OF THE CENTER LINE OF THE RUPLEY WASH ROAD,
 ET0690'3.9 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUPLEY WASH
 ET0690'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0690
 ET0690                          STATION RECOVERY (2001)
 ET0690
 ET0690'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0736 ***********************************************************************
 ET0736  DESIGNATION -  B 287
 ET0736  PID         -  ET0736
 ET0736  STATE/COUNTY-  AZ/MOHAVE
 ET0736  USGS QUAD   -  WIKIEUP (1967)
 ET0736
 ET0736                         *CURRENT SURVEY CONTROL
 ET0736  ___________________________________________________________________
 ET0736* NAD 83(1986)-  34 37 37.     (N)    113 32 17.     (W)     SCALED    
 ET0736* NAVD 88     -       608.265  (meters)    1995.62   (feet)  POSTED    
 ET0736  ___________________________________________________________________
 ET0736  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 ET0736  DYNAMIC HT  -         607.560 (meters)    1993.30  (feet)  COMP
 ET0736  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 ET0736
 ET0736  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0736
 ET0736.The horizontal coordinates were scaled from a topographic map and have
 ET0736.an estimated accuracy of +/- 6 seconds.
 ET0736
 ET0736.The orthometric height was determined by differential leveling
 ET0736.and adjusted by the National Geodetic Survey in November 2005..
 ET0736.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0736.rate of 0.0 thru 1.0 mm/km.
 ET0736
 ET0736.The geoid height was determined by GEOID03.
 ET0736
 ET0736.The dynamic height is computed by dividing the NAVD 88
 ET0736.geopotential number by the normal gravity value computed on the
 ET0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0736.degrees latitude (g = 980.6199 gals.).
 ET0736
 ET0736.The modeled gravity was interpolated from observed gravity values.
 ET0736
 ET0736;                    North         East    Units  Estimated Accuracy
 ET0736;SPC AZ W     -   402,230.      232,790.      MT  (+/- 180 meters Scaled)
 ET0736
 ET0736                          SUPERSEDED SURVEY CONTROL
 ET0736
 ET0736  NGVD 29 (??/??/92)  607.556  (m)         1993.29   (f) ADJ UNCH    1 2
 ET0736
 ET0736.Superseded values are not recommended for survey control.
 ET0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0736.See file dsdata.txt to determine how the superseded data were derived.
 ET0736
 ET0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD673346(NAD 83)
 ET0736_MARKER: DB = BENCH MARK DISK
 ET0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0736_STAMPING: B 287 1950
 ET0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0736+STABILITY: SURFACE MOTION
 ET0736
 ET0736  HISTORY     - Date     Condition        Report By
 ET0736  HISTORY     - 1950     MONUMENTED       CGS
 ET0736
 ET0736                          STATION DESCRIPTION
 ET0736
 ET0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0736'7.2 MI S FROM WIKIEUP.
 ET0736'7.2 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0736'WIKIEUP, AT THE JUNCTION OF A COUNTY DIRT ROAD LEADING SOUTH TO
 ET0736'SIGNAL, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET
 ET0736'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF THE
 ET0736'TOP OF THE NORTHWEST BANK OF A WIDE DRY WASH, 2.1 FEET SOUTHEAST OF A
 ET0736'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 ET0736'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0470 ***********************************************************************
 ET0470  DESIGNATION -  B 288
 ET0470  PID         -  ET0470
 ET0470  STATE/COUNTY-  AZ/YAVAPAI
 ET0470  USGS QUAD   -  IRON SPRINGS (1979)
 ET0470
 ET0470                         *CURRENT SURVEY CONTROL
 ET0470  ___________________________________________________________________
 ET0470* NAD 83(1986)-  34 34 11.     (N)    112 30 57.     (W)     SCALED    
 ET0470* NAVD 88     -      1685.036  (meters)    5528.32   (feet)  POSTED    
 ET0470  ___________________________________________________________________
 ET0470  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ET0470  DYNAMIC HT  -        1682.720 (meters)    5520.72  (feet)  COMP
 ET0470  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 ET0470
 ET0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0470
 ET0470.The horizontal coordinates were scaled from a topographic map and have
 ET0470.an estimated accuracy of +/- 6 seconds.
 ET0470
 ET0470.The orthometric height was determined by differential leveling
 ET0470.and adjusted by the National Geodetic Survey in November 2005..
 ET0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0470.rate of 0.0 thru 1.0 mm/km.
 ET0470
 ET0470.The geoid height was determined by GEOID03.
 ET0470
 ET0470.The dynamic height is computed by dividing the NAVD 88
 ET0470.geopotential number by the normal gravity value computed on the
 ET0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0470.degrees latitude (g = 980.6199 gals.).
 ET0470
 ET0470.The modeled gravity was interpolated from observed gravity values.
 ET0470
 ET0470;                    North         East    Units  Estimated Accuracy
 ET0470;SPC AZ C     -   396,010.      158,380.      MT  (+/- 180 meters Scaled)
 ET0470
 ET0470                          SUPERSEDED SURVEY CONTROL
 ET0470
 ET0470  NGVD 29 (??/??/92) 1684.172  (m)         5525.49   (f) ADJ UNCH    1 2
 ET0470
 ET0470.Superseded values are not recommended for survey control.
 ET0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0470.See file dsdata.txt to determine how the superseded data were derived.
 ET0470
 ET0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD609263(NAD 83)
 ET0470_MARKER: DB = BENCH MARK DISK
 ET0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0470_SP_SET: CULVERT
 ET0470_STAMPING: B 288 1950
 ET0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0470
 ET0470  HISTORY     - Date     Condition        Report By
 ET0470  HISTORY     - 1950     MONUMENTED       CGS
 ET0470  HISTORY     - 1974     GOOD             USGS
 ET0470  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0470  HISTORY     - 20030608 GOOD             NGS
 ET0470
 ET0470                          STATION DESCRIPTION
 ET0470
 ET0470'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0470'3.7 MI NW FROM PRESCOTT.
 ET0470'3.7 MILES NORTHWEST ALONG THE DISMANTLED ATCHINSON, TOPEKA AND SANTA
 ET0470'FE RAILWAY FROM THE STATION AT PRESCOTT.  140 FEET WEST OF A SHORT
 ET0470'ROCKY CUT, AT THE WEST END OF THE NOTH HEADWALL OF A 3X4 FT CONCRETE
 ET0470'BOX CULVERT. 21 FT. NORTH OF CENTERLINE OF RR GRADE, AND 5.5 FEET
 ET0470'BELOW GRADE.   NOTE-- MONEL-METAL RIVET IS AT SAME CULVERT, ON TOP OF
 ET0470'SOUTH HEADWALL, MONEL RIVET 197.
 ET0470
 ET0470                          STATION RECOVERY (1997)
 ET0470
 ET0470'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0470'MARK NOT FOUND.
 ET0470
 ET0470                          STATION RECOVERY (2003)
 ET0470
 ET0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0470'OLD RR GRADE IS NOW A DIRT ROAD WHICH IS WESTWARD EXTENSION OF
 ET0470'HORSESHOE TRAIL IN CAMP YAVAPINES.  CULVERT COVERS WITH DIRT EASILY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0600 ***********************************************************************
 ET0600  DESIGNATION -  B 289
 ET0600  PID         -  ET0600
 ET0600  STATE/COUNTY-  AZ/YAVAPAI
 ET0600  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0600
 ET0600                         *CURRENT SURVEY CONTROL
 ET0600  ___________________________________________________________________
 ET0600* NAD 83(1986)-  34 32 17.     (N)    113 19 55.     (W)     SCALED    
 ET0600* NAVD 88     -       887.304  (meters)    2911.10   (feet)  POSTED    
 ET0600  ___________________________________________________________________
 ET0600  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0600  DYNAMIC HT  -         886.220 (meters)    2907.54  (feet)  COMP
 ET0600  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 ET0600
 ET0600  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0600
 ET0600.The horizontal coordinates were scaled from a topographic map and have
 ET0600.an estimated accuracy of +/- 6 seconds.
 ET0600
 ET0600.The orthometric height was determined by differential leveling
 ET0600.and adjusted by the National Geodetic Survey in November 2005..
 ET0600.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0600.rate of 2.1 thru 3.0 mm/km.
 ET0600
 ET0600.The geoid height was determined by GEOID03.
 ET0600
 ET0600.The dynamic height is computed by dividing the NAVD 88
 ET0600.geopotential number by the normal gravity value computed on the
 ET0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0600.degrees latitude (g = 980.6199 gals.).
 ET0600
 ET0600.The modeled gravity was interpolated from observed gravity values.
 ET0600
 ET0600;                    North         East    Units  Estimated Accuracy
 ET0600;SPC AZ C     -   393,240.       83,450.      MT  (+/- 180 meters Scaled)
 ET0600
 ET0600                          SUPERSEDED SURVEY CONTROL
 ET0600
 ET0600  NGVD 29 (??/??/92)  886.575  (m)         2908.70   (f) ADJ UNCH    1 2
 ET0600
 ET0600.Superseded values are not recommended for survey control.
 ET0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0600.See file dsdata.txt to determine how the superseded data were derived.
 ET0600
 ET0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD859242(NAD 83)
 ET0600_MARKER: DB = BENCH MARK DISK
 ET0600_SETTING: 80 = SET IN A BOULDER
 ET0600_SP_SET: GRANITE BOULDER
 ET0600_STAMPING: B 289 1950
 ET0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0600+STABILITY: SURFACE MOTION
 ET0600
 ET0600  HISTORY     - Date     Condition        Report By
 ET0600  HISTORY     - 1950     MONUMENTED       CGS
 ET0600
 ET0600                          STATION DESCRIPTION
 ET0600
 ET0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0600'25.1 MI W FROM BAGDAD.
 ET0600'6.8  MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0600'OFFICE AT BAGDAD, THENCE 18.3 MILES WEST ALONG A COUNTY DIRT ROAD, 0.2
 ET0600'MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 0.1 MILE
 ET0600'SOUTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST, ABOUT MIDWAY
 ET0600'BETWEEN THE SUMMITS OF TWO GRADES, IN THE TOP OF THE LARGEST AND THE
 ET0600'MOST EASTERLY ONE OF A GROUP OF GRANITE BOULDERS, 79 FEET WEST OF THE
 ET0600'CENTER LINE OF THE ROAD, ABOUT 38 FEET NORTH OF THE APPROXIMATE CENTER
 ET0600'OF A DRY WASH, 3 1/2 FEET SOUTHWEST OF THE TOP OF A SMALL YUCCA TREE,
 ET0600'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0600'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0284 ***********************************************************************
 ES0284  DESIGNATION -  B 29
 ES0284  PID         -  ES0284
 ES0284  STATE/COUNTY-  AZ/GILA
 ES0284  USGS QUAD   -  PAYSON NORTH (1973)
 ES0284
 ES0284                         *CURRENT SURVEY CONTROL
 ES0284  ___________________________________________________________________
 ES0284* NAD 83(1986)-  34 15 08.     (N)    111 19 38.     (W)     SCALED    
 ES0284* NAVD 88     -      1514.144  (meters)    4967.65   (feet)  ADJUSTED  
 ES0284  ___________________________________________________________________
 ES0284  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ES0284  DYNAMIC HT  -        1512.049 (meters)    4960.78  (feet)  COMP
 ES0284  MODELED GRAV-     979,198.5   (mgal)                       NAVD 88
 ES0284  OBS GRAVITY -     979,200.9   (mgal)                       GRAV_OBS
 ES0284
 ES0284  VERT ORDER  -  FIRST     CLASS II
 ES0284
 ES0284.The horizontal coordinates were scaled from a topographic map and have
 ES0284.an estimated accuracy of +/- 6 seconds.
 ES0284
 ES0284.The orthometric height was determined by differential leveling
 ES0284.and adjusted by the National Geodetic Survey in June 1991..
 ES0284.WARNING-Repeat measurements at this control monument indicate possible
 ES0284.vertical movement.
 ES0284
 ES0284.The geoid height was determined by GEOID03.
 ES0284
 ES0284.The dynamic height is computed by dividing the NAVD 88
 ES0284.geopotential number by the normal gravity value computed on the
 ES0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0284.degrees latitude (g = 980.6199 gals.).
 ES0284
 ES0284.The modeled gravity was interpolated from observed gravity values.
 ES0284.The observed gravity was obtained from relative gravimeter ties
 ES0284.to the IGSN71 gravity network.
 ES0284
 ES0284;                    North         East    Units  Estimated Accuracy
 ES0284;SPC AZ E     -   361,240.      106,470.      MT  (+/- 180 meters Scaled)
 ES0284
 ES0284                          SUPERSEDED SURVEY CONTROL
 ES0284
 ES0284.No superseded survey control is available for this station.
 ES0284
 ES0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC698901(NAD 83)
 ES0284_MARKER: DB = BENCH MARK DISK
 ES0284_SETTING: 80 = SET IN A BOULDER
 ES0284_SP_SET: BOULDER
 ES0284_MARK LOGO: CGS   
 ES0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0284+STABILITY: SURFACE MOTION
 ES0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0284+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 ES0284
 ES0284  HISTORY     - Date     Condition        Report By
 ES0284  HISTORY     - UNK      MONUMENTED       CGS
 ES0284  HISTORY     - 1933     GOOD             NGS
 ES0284  HISTORY     - 1973     GOOD             USGS
 ES0284  HISTORY     - 1982     GOOD             NGS
 ES0284  HISTORY     - 20050903 GOOD             USPSQD
 ES0284
 ES0284                          STATION DESCRIPTION
 ES0284
 ES0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0284'1.8 MI NW FROM PAYSON.
 ES0284'AT SIDE OF HIGHWAY, TOP OF KNOLL, 0.2 MILES SOUTH OF RANCH HOUSE, ON
 ES0284'RED VOLCANIC ROCK OUTCROP PAINTED WHITE B.M., TABLET ON TOP OF
 ES0284'BOULDER.
 ES0284
 ES0284                          STATION RECOVERY (1973)
 ES0284
 ES0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0284'RECOVERED IN GOOD CONDITION.
 ES0284
 ES0284                          STATION RECOVERY (1982)
 ES0284
 ES0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0284'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0284'2.7 KM (1.7 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON,
 ES0284'WHICH IS THE OLD HIGHWAY, IN TOP OF AND ON THE WEST SIDE OF A GRANITE
 ES0284'KNOLL, 0.1 KM (0.05 MI) SOUTH OF A POWER LINE CROSSING, 18.2 METERS
 ES0284'(60 FT) EAST OF THE CENTER OF THE OLD HIGHWAY, 12.8 METERS (42 FT)
 ES0284'NORTH-NORTHEAST OF A FORKED 18-INCH PINE TREE.
 ES0284'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 ES0284'THE MARK IS 1.0 M ABOVE THE OLD HIGHWAY.
 ES0284
 ES0284                          STATION RECOVERY (2005)
 ES0284
 ES0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0363 ***********************************************************************
 ET0363  DESIGNATION -  B 290
 ET0363  PID         -  ET0363
 ET0363  STATE/COUNTY-  AZ/YAVAPAI
 ET0363  USGS QUAD   -  HILLSIDE (1969)
 ET0363
 ET0363                         *CURRENT SURVEY CONTROL
 ET0363  ___________________________________________________________________
 ET0363* NAD 83(1986)-  34 25 50.     (N)    112 55 10.     (W)     SCALED    
 ET0363* NAVD 88     -      1205.037  (meters)    3953.53   (feet)  POSTED    
 ET0363  ___________________________________________________________________
 ET0363  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0363  DYNAMIC HT  -        1203.510 (meters)    3948.52  (feet)  COMP
 ET0363  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 ET0363
 ET0363  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0363
 ET0363.The horizontal coordinates were scaled from a topographic map and have
 ET0363.an estimated accuracy of +/- 6 seconds.
 ET0363
 ET0363.The orthometric height was determined by differential leveling
 ET0363.and adjusted by the National Geodetic Survey in November 2005..
 ET0363.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0363.rate of 2.1 thru 3.0 mm/km.
 ET0363
 ET0363.The geoid height was determined by GEOID03.
 ET0363
 ET0363.The dynamic height is computed by dividing the NAVD 88
 ET0363.geopotential number by the normal gravity value computed on the
 ET0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0363.degrees latitude (g = 980.6199 gals.).
 ET0363
 ET0363.The modeled gravity was interpolated from observed gravity values.
 ET0363
 ET0363;                    North         East    Units  Estimated Accuracy
 ET0363;SPC AZ C     -   380,870.      121,200.      MT  (+/- 180 meters Scaled)
 ET0363
 ET0363                          SUPERSEDED SURVEY CONTROL
 ET0363
 ET0363  NGVD 29 (??/??/92) 1204.277  (m)         3951.03   (f) ADJ UNCH    1 2
 ET0363
 ET0363.Superseded values are not recommended for survey control.
 ET0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0363.See file dsdata.txt to determine how the superseded data were derived.
 ET0363
 ET0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD236115(NAD 83)
 ET0363_MARKER: DB = BENCH MARK DISK
 ET0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0363_STAMPING: B 290 1950
 ET0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0363+STABILITY: SURFACE MOTION
 ET0363
 ET0363  HISTORY     - Date     Condition        Report By
 ET0363  HISTORY     - 1950     MONUMENTED       CGS
 ET0363
 ET0363                          STATION DESCRIPTION
 ET0363
 ET0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0363'1.1 MI NW FROM HILLSIDE.
 ET0363'1.1 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0363'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 95 FEET SOUTHWEST OF
 ET0363'THE CENTER LINE OF THE HIGHWAY, 38.2 FEET NORTHWEST OF A FENCE CORNER
 ET0363'POST, 34.8 FEET WEST OF AN OLD TELEPHONE POLE DIRECTLY IN LINE WITH AN
 ET0363'OLD ABANDONED TELEPHONE LINE, 2.0 FEET NORTHEAST OF A WITNESS POST,
 ET0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0363'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0736 ***********************************************************************
 CZ0736  DESIGNATION -  B 291
 CZ0736  PID         -  CZ0736
 CZ0736  STATE/COUNTY-  AZ/PIMA
 CZ0736  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0736
 CZ0736                         *CURRENT SURVEY CONTROL
 CZ0736  ___________________________________________________________________
 CZ0736* NAD 83(1986)-  32 11 37.     (N)    111 06 19.     (W)     SCALED    
 CZ0736* NAVD 88     -       803.69   (+/-2cm)    2636.8    (feet)  VERTCON   
 CZ0736  ___________________________________________________________________
 CZ0736  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0736
 CZ0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0736
 CZ0736.The horizontal coordinates were scaled from a topographic map and have
 CZ0736.an estimated accuracy of +/- 6 seconds.
 CZ0736
 CZ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0736.The vertical order pertains to the NGVD 29 superseded value.
 CZ0736
 CZ0736.The geoid height was determined by GEOID03.
 CZ0736
 CZ0736;                    North         East    Units  Estimated Accuracy
 CZ0736;SPC AZ C     -   132,620.      289,860.      MT  (+/- 180 meters Scaled)
 CZ0736
 CZ0736                          SUPERSEDED SURVEY CONTROL
 CZ0736
 CZ0736  NGVD 29 (??/??/92)  802.995  (m)         2634.49   (f) ADJ UNCH    2 0
 CZ0736
 CZ0736.Superseded values are not recommended for survey control.
 CZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0736.See file dsdata.txt to determine how the superseded data were derived.
 CZ0736
 CZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA900619(NAD 83)
 CZ0736_MARKER: DB = BENCH MARK DISK
 CZ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0736_STAMPING: B 291 1951
 CZ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0736+STABILITY: SURFACE MOTION
 CZ0736
 CZ0736  HISTORY     - Date     Condition        Report By
 CZ0736  HISTORY     - 1951     MONUMENTED       CGS
 CZ0736  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0736  HISTORY     - 20011021 GOOD             INDIV
 CZ0736
 CZ0736                          STATION DESCRIPTION
 CZ0736
 CZ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0736'8.8 MI W FROM TUCSON.
 CZ0736'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0736'HIGHWAY 86 (AJO-TUCSON), THENCE 2.6 MILES NORTHWEST ALONG KINNEY ROAD,
 CZ0736'AT THE SOUTH ENTRANCE TO THE TUCSON MOUNTAIN RECREATIONAL PARK, AT A
 CZ0736'CATTLE GUARD, 36 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ0736'28.4 FEET NORTHEAST OF THE NORTHEAST END OF THE CATTLE GUARD, 3.2 FEET
 CZ0736'NORTHEAST OF A WITNESS POST, 1.7 FEET NORTHWEST OF A WIRE FENCE, AND
 CZ0736'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0736'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0736
 CZ0736                          STATION RECOVERY (1995)
 CZ0736
 CZ0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0736'MARK NOT FOUND.
 CZ0736
 CZ0736                          STATION RECOVERY (2001)
 CZ0736
 CZ0736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0736'WITNESS POST NOT PRESENT.  CATTLEGUARD ON KINNEY RD NO LONGER PRESENT.
 CZ0736'FENCE ENDS 42 FT AT 208 DEG FROM MARKER.  MARKER IS 135 FT AT 124 DEG
 CZ0736'FROM NORTHBOUND ENTRANCE TO SHOOTING RANGE.  MARKER JUST EAST OF
 CZ0736'REMNANTS OF A CONCRETE STRUCTURE.  GPS COORD. MEAS. AS N32 11 37.3,
 CZ0736'W111 06 20.4, ELEV. 2653 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0401 ***********************************************************************
 CZ0401  DESIGNATION -  B 292
 CZ0401  PID         -  CZ0401
 CZ0401  STATE/COUNTY-  AZ/PINAL
 CZ0401  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0401
 CZ0401                         *CURRENT SURVEY CONTROL
 CZ0401  ___________________________________________________________________
 CZ0401* NAD 83(1986)-  32 32 07.     (N)    111 25 55.     (W)     SCALED    
 CZ0401* NAVD 88     -       550.72   (+/-2cm)    1806.8    (feet)  VERTCON   
 CZ0401  ___________________________________________________________________
 CZ0401  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0401
 CZ0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0401
 CZ0401.The horizontal coordinates were scaled from a topographic map and have
 CZ0401.an estimated accuracy of +/- 6 seconds.
 CZ0401
 CZ0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0401.The vertical order pertains to the NGVD 29 superseded value.
 CZ0401
 CZ0401.The geoid height was determined by GEOID03.
 CZ0401
 CZ0401;                    North         East    Units  Estimated Accuracy
 CZ0401;SPC AZ C     -   170,320.      258,890.      MT  (+/- 180 meters Scaled)
 CZ0401
 CZ0401                          SUPERSEDED SURVEY CONTROL
 CZ0401
 CZ0401  NGVD 29 (??/??/92)  550.233  (m)         1805.22   (f) ADJ UNCH    2 0
 CZ0401
 CZ0401.Superseded values are not recommended for survey control.
 CZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0401.See file dsdata.txt to determine how the superseded data were derived.
 CZ0401
 CZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA594998(NAD 83)
 CZ0401_MARKER: DB = BENCH MARK DISK
 CZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0401_STAMPING: B 292 1951
 CZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0401+STABILITY: SURFACE MOTION
 CZ0401
 CZ0401  HISTORY     - Date     Condition        Report By
 CZ0401  HISTORY     - 1951     MONUMENTED       CGS
 CZ0401  HISTORY     - 1977     GOOD             USGS
 CZ0401
 CZ0401                          STATION DESCRIPTION
 CZ0401
 CZ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0401'7.1 MI W FROM RED ROCK.
 CZ0401'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0401'RAILROAD STATION AT RED ROCK, THENCE 6.9 MILE WEST ALONG A GRADED
 CZ0401'ROAD, ABOUT 0.4 MILE WEST OF A Y JUNCTION OF A GRADED ROAD LEADING
 CZ0401'NORTH TO THE LA OSA RANCH AT A NORTH-SOUTH FENCE LINE, 0.05 MILE SOUTH
 CZ0401'OF AN ABANDONED STONE BUILDING, 54 FEET NORTH OF THE CENTER LINE OF
 CZ0401'THE ROAD, 8.2 FEET NORTH OF THE SOUTH END OF A FENCE, 1.6 FEET EAST OF
 CZ0401'A FENCE, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT 2 FEET LOWER
 CZ0401'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ0401'FOOT ABOVE THE GROUND.
 CZ0401
 CZ0401                          STATION RECOVERY (1977)
 CZ0401
 CZ0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0401'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0401'STATION AT RED ROCK, THENCE 6.8 MI SW. ALONG SASCO RD. ABOUT 0.3 MI
 CZ0401'W. OF RD. JCT. TO LA OSA RANCH. 55 FT N. OF RD. FORK S., 8.2 FT N. OF
 CZ0401'SOUTH END OF FENCE, 1.5 FT E. OF FENCE, 1.8 FT S. OF WITNESS POST,
 CZ0401'ABOUT 2 FT LOWER THAN RD. IN CONCRETE POST PROJECTING 0.6 FT. NGS
 CZ0401'DISK STAMPED B 292 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0478 ***********************************************************************
 CZ0478  DESIGNATION -  B 294
 CZ0478  PID         -  CZ0478
 CZ0478  STATE/COUNTY-  AZ/PINAL
 CZ0478  USGS QUAD   -  RED ROCK (1993)
 CZ0478
 CZ0478                         *CURRENT SURVEY CONTROL
 CZ0478  ___________________________________________________________________
 CZ0478* NAD 83(1986)-  32 30 04.     (N)    111 20 18.     (W)     SCALED    
 CZ0478* NAVD 88     -       567.09   (+/-2cm)    1860.5    (feet)  VERTCON   
 CZ0478  ___________________________________________________________________
 CZ0478  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0478
 CZ0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0478
 CZ0478.The horizontal coordinates were scaled from a topographic map and have
 CZ0478.an estimated accuracy of +/- 6 seconds.
 CZ0478
 CZ0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0478.The vertical order pertains to the NGVD 29 superseded value.
 CZ0478
 CZ0478.The geoid height was determined by GEOID03.
 CZ0478
 CZ0478;                    North         East    Units  Estimated Accuracy
 CZ0478;SPC AZ C     -   166,580.      267,700.      MT  (+/- 180 meters Scaled)
 CZ0478
 CZ0478                          SUPERSEDED SURVEY CONTROL
 CZ0478
 CZ0478  NGVD 29 (??/??/92)  566.606  (m)         1858.94   (f) ADJ UNCH    2 0
 CZ0478
 CZ0478.Superseded values are not recommended for survey control.
 CZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0478.See file dsdata.txt to determine how the superseded data were derived.
 CZ0478
 CZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682960(NAD 83)
 CZ0478_MARKER: DB = BENCH MARK DISK
 CZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0478_STAMPING: B 294 1951
 CZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0478+STABILITY: SURFACE MOTION
 CZ0478
 CZ0478  HISTORY     - Date     Condition        Report By
 CZ0478  HISTORY     - 1951     MONUMENTED       CGS
 CZ0478
 CZ0478                          STATION DESCRIPTION
 CZ0478
 CZ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0478'3.5 MI W FROM MARANA AIR BASE.
 CZ0478'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0478'MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILES NORTHWEST AND WEST
 CZ0478'ALONG THE ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND A LOCKED GATE
 CZ0478'AT THE SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE WEST TO A ROAD
 CZ0478'LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST ALONG THE ROAD TO A T
 CZ0478'JUNCTION, AT THE T JUNCTION OF A ROAD LEADING EAST AND WEST AND A ROAD
 CZ0478'LEADING SOUTHEAST, 64 1/2 FEET SOUTH OF THE CENTER OF THE T JUNCTION
 CZ0478'OF THE ROADS, 20 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 CZ0478'LEADING SOUTH AND SOUTHEAST, 1.9 FEET EAST OF THE WITNESS POST, AND
 CZ0478'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0478'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0821 ***********************************************************************
 CZ0821  DESIGNATION -  B 296
 CZ0821  PID         -  CZ0821
 CZ0821  STATE/COUNTY-  AZ/PIMA
 CZ0821  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0821
 CZ0821                         *CURRENT SURVEY CONTROL
 CZ0821  ___________________________________________________________________
 CZ0821* NAD 83(1986)-  32 08 16.     (N)    111 09 28.     (W)     SCALED    
 CZ0821* NAVD 88     -       739.36   (+/-2cm)    2425.7    (feet)  VERTCON   
 CZ0821  ___________________________________________________________________
 CZ0821  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0821
 CZ0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0821
 CZ0821.The horizontal coordinates were scaled from a topographic map and have
 CZ0821.an estimated accuracy of +/- 6 seconds.
 CZ0821
 CZ0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0821.The vertical order pertains to the NGVD 29 superseded value.
 CZ0821
 CZ0821.The geoid height was determined by GEOID03.
 CZ0821
 CZ0821;                    North         East    Units  Estimated Accuracy
 CZ0821;SPC AZ C     -   126,400.      284,960.      MT  (+/- 180 meters Scaled)
 CZ0821
 CZ0821                          SUPERSEDED SURVEY CONTROL
 CZ0821
 CZ0821  NGVD 29 (??/??/92)  738.676  (m)         2423.47   (f) ADJ UNCH    2 0
 CZ0821
 CZ0821.Superseded values are not recommended for survey control.
 CZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0821.See file dsdata.txt to determine how the superseded data were derived.
 CZ0821
 CZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA851557(NAD 83)
 CZ0821_MARKER: DB = BENCH MARK DISK
 CZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0821_STAMPING: B 296 1951
 CZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0821+STABILITY: SURFACE MOTION
 CZ0821
 CZ0821  HISTORY     - Date     Condition        Report By
 CZ0821  HISTORY     - 1951     MONUMENTED       CGS
 CZ0821
 CZ0821                          STATION DESCRIPTION
 CZ0821
 CZ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0821'12.0 MI SW FROM TUCSON.
 CZ0821'12 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0821'HIGHWAY 86, 1.4 MILES SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO
 CZ0821'THE RANCHO DIABLO, 0.7 MILE NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0821'AIRPORT, 180 FEET SOUTHWEST OF THE CENTER OF A DIP IN THE ROAD, 100
 CZ0821'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHEAST OF
 CZ0821'A TELEPHONE POLE, 6.6 FEET EAST OF A WITNESS POST, 1.8 FEET NORTHEAST
 CZ0821'OF A FENCE, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 CZ0821'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1109 ***********************************************************************
 CZ1109  DESIGNATION -  B 297
 CZ1109  PID         -  CZ1109
 CZ1109  STATE/COUNTY-  AZ/PINAL
 CZ1109  USGS QUAD   -  STANFIELD (1992)
 CZ1109
 CZ1109                         *CURRENT SURVEY CONTROL
 CZ1109  ___________________________________________________________________
 CZ1109* NAD 83(1986)-  32 52 46.     (N)    111 54 46.     (W)     SCALED    
 CZ1109* NAVD 88     -       401.45   (+/-2cm)    1317.1    (feet)  VERTCON   
 CZ1109  ___________________________________________________________________
 CZ1109  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1109
 CZ1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1109
 CZ1109.The horizontal coordinates were scaled from a topographic map and have
 CZ1109.an estimated accuracy of +/- 6 seconds.
 CZ1109
 CZ1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1109.The vertical order pertains to the NGVD 29 superseded value.
 CZ1109
 CZ1109.The geoid height was determined by GEOID03.
 CZ1109
 CZ1109;                    North         East    Units  Estimated Accuracy
 CZ1109;SPC AZ C     -   208,380.      213,720.      MT  (+/- 180 meters Scaled)
 CZ1109
 CZ1109                          SUPERSEDED SURVEY CONTROL
 CZ1109
 CZ1109  NGVD 29 (??/??/92)  400.851  (m)         1315.13   (f) ADJ UNCH    2 0
 CZ1109
 CZ1109.Superseded values are not recommended for survey control.
 CZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1109.See file dsdata.txt to determine how the superseded data were derived.
 CZ1109
 CZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146382(NAD 83)
 CZ1109_MARKER: DB = BENCH MARK DISK
 CZ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1109_STAMPING: B 297 1951
 CZ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1109+STABILITY: SURFACE MOTION
 CZ1109
 CZ1109  HISTORY     - Date     Condition        Report By
 CZ1109  HISTORY     - 1951     MONUMENTED       CGS
 CZ1109  HISTORY     - 1958     GOOD             NGS
 CZ1109
 CZ1109                          STATION DESCRIPTION
 CZ1109
 CZ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1109'3.6 MI E FROM STANFIELD.
 CZ1109'3.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1109'STANFIELD, ABOUT 75 YARDS WEST OF THE JUNCTION OF THE RUSSELL ROAD,
 CZ1109'54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A
 CZ1109'TELEPHONE POLE, 2.0 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 CZ1109'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ1109'THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ1109
 CZ1109                          STATION RECOVERY (1958)
 CZ1109
 CZ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CZ1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0036 ***********************************************************************
 DA0036  DESIGNATION -  B 298
 DA0036  PID         -  DA0036
 DA0036  STATE/COUNTY-  AZ/PINAL
 DA0036  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0036
 DA0036                         *CURRENT SURVEY CONTROL
 DA0036  ___________________________________________________________________
 DA0036* NAD 83(1986)-  32 37 32.     (N)    112 09 04.     (W)     SCALED    
 DA0036* NAVD 88     -       652.57   (+/-2cm)    2141.0    (feet)  VERTCON   
 DA0036  ___________________________________________________________________
 DA0036  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0036
 DA0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0036
 DA0036.The horizontal coordinates were scaled from a topographic map and have
 DA0036.an estimated accuracy of +/- 6 seconds.
 DA0036
 DA0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0036.The vertical order pertains to the NGVD 29 superseded value.
 DA0036
 DA0036.The geoid height was determined by GEOID03.
 DA0036
 DA0036;                    North         East    Units  Estimated Accuracy
 DA0036;SPC AZ C     -   180,250.      191,360.      MT  (+/- 180 meters Scaled)
 DA0036
 DA0036                          SUPERSEDED SURVEY CONTROL
 DA0036
 DA0036  NGVD 29 (??/??/92)  651.895  (m)         2138.76   (f) ADJ UNCH    2 0
 DA0036
 DA0036.Superseded values are not recommended for survey control.
 DA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0036.See file dsdata.txt to determine how the superseded data were derived.
 DA0036
 DA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB920103(NAD 83)
 DA0036_MARKER: DB = BENCH MARK DISK
 DA0036_SETTING: 66 = SET IN ROCK OUTCROP
 DA0036_SP_SET: BEDROCK
 DA0036_STAMPING: B 298 1951
 DA0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0036+STABILITY: POSITION/ELEVATION WELL
 DA0036
 DA0036  HISTORY     - Date     Condition        Report By
 DA0036  HISTORY     - 1951     MONUMENTED       CGS
 DA0036  HISTORY     - 1952     GOOD             NGS
 DA0036
 DA0036                          STATION DESCRIPTION
 DA0036
 DA0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0036'2.5 MI W FROM BITTER WELL.
 DA0036'2.5 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, IN THE
 DA0036'TOP OF A LAVA BED ROCK IN THE ROAD BED, 3.7 FEET SOUTH OF THE CENTER
 DA0036'LINE OF THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, AND LEVEL WITH THE
 DA0036'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1221 ***********************************************************************
 CZ1221  DESIGNATION -  B 299
 CZ1221  PID         -  CZ1221
 CZ1221  STATE/COUNTY-  AZ/PINAL
 CZ1221  USGS QUAD   -  VAIVA VO (1993)
 CZ1221
 CZ1221                         *CURRENT SURVEY CONTROL
 CZ1221  ___________________________________________________________________
 CZ1221* NAD 83(1986)-  32 44 10.     (N)    111 54 27.     (W)     SCALED    
 CZ1221* NAVD 88     -       428.41   (+/-2cm)    1405.5    (feet)  VERTCON   
 CZ1221  ___________________________________________________________________
 CZ1221  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1221
 CZ1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1221
 CZ1221.The horizontal coordinates were scaled from a topographic map and have
 CZ1221.an estimated accuracy of +/- 6 seconds.
 CZ1221
 CZ1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1221.The vertical order pertains to the NGVD 29 superseded value.
 CZ1221
 CZ1221.The geoid height was determined by GEOID03.
 CZ1221
 CZ1221;                    North         East    Units  Estimated Accuracy
 CZ1221;SPC AZ C     -   192,490.      214,220.      MT  (+/- 180 meters Scaled)
 CZ1221
 CZ1221                          SUPERSEDED SURVEY CONTROL
 CZ1221
 CZ1221  NGVD 29 (??/??/92)  427.812  (m)         1403.58   (f) ADJ UNCH    2 0
 CZ1221
 CZ1221.Superseded values are not recommended for survey control.
 CZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1221.See file dsdata.txt to determine how the superseded data were derived.
 CZ1221
 CZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB149223(NAD 83)
 CZ1221_MARKER: DB = BENCH MARK DISK
 CZ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1221_STAMPING: B 299 1951
 CZ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1221+STABILITY: SURFACE MOTION
 CZ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1221+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ1221
 CZ1221  HISTORY     - Date     Condition        Report By
 CZ1221  HISTORY     - 1951     MONUMENTED       CGS
 CZ1221  HISTORY     - 1952     GOOD             NGS
 CZ1221  HISTORY     - 20060823 GOOD             TOHONO
 CZ1221
 CZ1221                          STATION DESCRIPTION
 CZ1221
 CZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1221'2.2 MI N FROM COCKLEBUR.
 CZ1221'2.2 MILES NORTH ALONG A TRACK ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1221'AT THE INTERSECTION OF THE EL PASO NATURAL GAS PIPE LINE MAINTAINANCE
 CZ1221'ROAD, ON A LARGE OPEN FLAT, 110 1/2 FEET SOUTH OF THE CENTER OF THE
 CZ1221'INTERSECTION, 54 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACT
 CZ1221'ROAD, 1.8 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ1221'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 CZ1221
 CZ1221                          STATION RECOVERY (2006)
 CZ1221
 CZ1221'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ1221'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0781 ***********************************************************************
 DW0781  DESIGNATION -  B 30
 DW0781  PID         -  DW0781
 DW0781  STATE/COUNTY-  AZ/LA PAZ
 DW0781  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0781
 DW0781                         *CURRENT SURVEY CONTROL
 DW0781  ___________________________________________________________________
 DW0781* NAD 83(1992)-  33 38 46.30151(N)    114 20 00.93931(W)     ADJUSTED  
 DW0781* NAVD 88     -       367.728  (meters)    1206.45   (feet)  ADJUSTED  
 DW0781  ___________________________________________________________________
 DW0781  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DW0781  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW0781  DYNAMIC HT  -         367.313 (meters)    1205.09  (feet)  COMP
 DW0781  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 DW0781
 DW0781  HORZ ORDER  -  SECOND
 DW0781  VERT ORDER  -  FIRST     CLASS II
 DW0781
 DW0781.The horizontal coordinates were established by classical geodetic methods
 DW0781.and adjusted by the National Geodetic Survey in August 1993..
 DW0781
 DW0781.The orthometric height was determined by differential leveling
 DW0781.and adjusted by the National Geodetic Survey in June 1991..
 DW0781
 DW0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0781
 DW0781.The geoid height was determined by GEOID03.
 DW0781
 DW0781.The dynamic height is computed by dividing the NAVD 88
 DW0781.geopotential number by the normal gravity value computed on the
 DW0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0781.degrees latitude (g = 980.6199 gals.).
 DW0781
 DW0781.The modeled gravity was interpolated from observed gravity values.
 DW0781
 DW0781;                    North         East     Units Scale Factor Converg.
 DW0781;SPC AZ W     -   293,576.531   159,225.517   MT  0.99996945   -0 19 24.1
 DW0781;SPC AZ W     -   963,177.60    522,393.43   iFT  0.99996945   -0 19 24.1
 DW0781;UTM  11      - 3,726,117.404   747,287.690   MT  1.00035395   +1 28 41.2
 DW0781
 DW0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0781!SPC AZ W     -   0.99994730  x   0.99996945  =   0.99991675
 DW0781!UTM  11      -   0.99994730  x   1.00035395  =   1.00030123
 DW0781
 DW0781                          SUPERSEDED SURVEY CONTROL
 DW0781
 DW0781  NAD 83(1986)-  33 38 46.29989(N)    114 20 00.94515(W) AD(       ) 2
 DW0781  NAD 27      -  33 38 46.20580(N)    114 19 58.12600(W) AD(       ) 2
 DW0781  NGVD 29 (??/??/??)  367.016  (m)         1204.12   (f) ADJUSTED    1 2
 DW0781
 DW0781.Superseded values are not recommended for survey control.
 DW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0781.See file dsdata.txt to determine how the superseded data were derived.
 DW0781
 DW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4728826117(NAD 83)
 DW0781_MARKER: DB = BENCH MARK DISK
 DW0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0781_STAMPING: B 30 1933 1204.118
 DW0781_MARK LOGO: CGS   
 DW0781_PROJECTION: PROJECTING 20 CENTIMETERS
 DW0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0781+STABILITY: SURFACE MOTION
 DW0781
 DW0781  HISTORY     - Date     Condition        Report By
 DW0781  HISTORY     - 1949     MONUMENTED       CGS
 DW0781  HISTORY     - 1962     GOOD             NGS
 DW0781  HISTORY     - 1965     GOOD             AMS
 DW0781  HISTORY     - 1981     GOOD             NGS
 DW0781
 DW0781                          STATION DESCRIPTION
 DW0781
 DW0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DW0781'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DW0781'SET IN A CONCRETE POST, 40 FEET NORTH OF THE CENTER LINE OF U.S.
 DW0781'HIGHWAY 60 AND 70, PROJECTS 10 INCHES AND STAMPED, B 30 1933.
 DW0781'
 DW0781'TO REACH STATION LA CHOLLA FROM THE ARIZONA QUARANTINE STATION
 DW0781'AT EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 12.4 MILES
 DW0781'TO STATION LA CHOLLA ON THE RIGHT, SOUTH, AS DESCRIBED ABOVE.
 DW0781
 DW0781                          STATION RECOVERY (1962)
 DW0781
 DW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0781'6.5 MI W FROM QUARTZSITE.
 DW0781'6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0781'AT QUARTZSITE, THENCE 0.2 MILES EAST ALONG OLD U.S. HIGHWAY 60,
 DW0781'38 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 108.2 FEET
 DW0781'NORTHEAST OF TRIANGULATION STATION LA CHOLLA, 151 FEET SOUTH OF
 DW0781'THE CENTER LINE OF HIGHWAY 60 AND 70, ABOUT 1 FOOT ABOVE THE
 DW0781'LEVEL OF THE OLD HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST
 DW0781'PROJECTING 6 INCHES.
 DW0781
 DW0781                          STATION RECOVERY (1965)
 DW0781
 DW0781'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0781'RECOVERED IN GOOD CONDITION.
 DW0781
 DW0781                          STATION RECOVERY (1981)
 DW0781
 DW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0781'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0781'95 OVERPASS IN QUARTZSITE, THENCE 9.2 KM (5.75 MI) WEST ALONG OLD U.S.
 DW0781'HIGHWAY 60, 0.25 KM (0.15 MI) EAST OF THE DOME ROCK INTERCHANGE ON
 DW0781'INTERSTATE 10, SET ON THE EAST SLOPE OF A SMALL HILL BETWEEN THE OLD
 DW0781'HIGHWAY AND THE INTERSTATE, 12.2 METERS (40.0 FT) NORTH OF THE
 DW0781'CENTERLINE OF THE OLD HIGHWAY, 46.7 METERS (153 FT) SOUTH OF THE
 DW0781'CENTERLINE OF THE EAST-BOUND LANES OF THE INTERSTATE, 33.0 METERS (108
 DW0781'FT) NORTHEAST ACROSS THE OLD HIGHWAY FROM TRIANGULATION STATION LA
 DW0781'CHOLLA, 75.9 METERS (249 FT) WEST OF THE WEST END OF THE NORTH
 DW0781'HEADWALL OF A CATTLE GUARD ON THE OLD HIGHWAY.
 DW0781'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DW0781'THE MARK IS 1.2 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1353 ***********************************************************************
 CZ1353  DESIGNATION -  B 300
 CZ1353  PID         -  CZ1353
 CZ1353  STATE/COUNTY-  AZ/PINAL
 CZ1353  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1353
 CZ1353                         *CURRENT SURVEY CONTROL
 CZ1353  ___________________________________________________________________
 CZ1353* NAD 83(1986)-  32 33 46.     (N)    111 57 07.     (W)     SCALED    
 CZ1353* NAVD 88     -       480.70   (+/-2cm)    1577.1    (feet)  VERTCON   
 CZ1353  ___________________________________________________________________
 CZ1353  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ1353
 CZ1353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1353
 CZ1353.The horizontal coordinates were scaled from a topographic map and have
 CZ1353.an estimated accuracy of +/- 6 seconds.
 CZ1353
 CZ1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1353.The vertical order pertains to the NGVD 29 superseded value.
 CZ1353
 CZ1353.The geoid height was determined by GEOID03.
 CZ1353
 CZ1353;                    North         East    Units  Estimated Accuracy
 CZ1353;SPC AZ C     -   173,270.      210,050.      MT  (+/- 180 meters Scaled)
 CZ1353
 CZ1353                          SUPERSEDED SURVEY CONTROL
 CZ1353
 CZ1353  NGVD 29 (??/??/92)  480.105  (m)         1575.14   (f) ADJ UNCH    2 0
 CZ1353
 CZ1353.Superseded values are not recommended for survey control.
 CZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1353.See file dsdata.txt to determine how the superseded data were derived.
 CZ1353
 CZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106032(NAD 83)
 CZ1353_MARKER: DB = BENCH MARK DISK
 CZ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1353_STAMPING: B 300 1952
 CZ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1353+STABILITY: SURFACE MOTION
 CZ1353
 CZ1353  HISTORY     - Date     Condition        Report By
 CZ1353  HISTORY     - 1952     MONUMENTED       CGS
 CZ1353
 CZ1353                          STATION DESCRIPTION
 CZ1353
 CZ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1353'6.1 MI NE FROM QUAJOTE.
 CZ1353'6.1 MILES NORTHEAST ALONG A GRADED ROAD FROM THE WELL AT THE INDIAN
 CZ1353'VILLAGE OF QUAJOTE, ON A SANDY BARREN PATCH, 0.8 MILE SOUTHWEST OF BM
 CZ1353'310, 87 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 17.4 FEET
 CZ1353'SOUTHEAST OF A LONE IRONWOOD TREE, 2.2 FEET EAST OF A WITNESS POST,
 CZ1353'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ1353'GROUND, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0657 ***********************************************************************
 CZ0657  DESIGNATION -  B 301
 CZ0657  PID         -  CZ0657
 CZ0657  STATE/COUNTY-  AZ/PIMA
 CZ0657  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0657
 CZ0657                         *CURRENT SURVEY CONTROL
 CZ0657  ___________________________________________________________________
 CZ0657* NAD 83(1986)-  32 25 35.     (N)    111 23 44.     (W)     SCALED    
 CZ0657* NAVD 88     -       633.35   (+/-2cm)    2077.9    (feet)  VERTCON   
 CZ0657  ___________________________________________________________________
 CZ0657  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0657
 CZ0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0657
 CZ0657.The horizontal coordinates were scaled from a topographic map and have
 CZ0657.an estimated accuracy of +/- 6 seconds.
 CZ0657
 CZ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0657.The vertical order pertains to the NGVD 29 superseded value.
 CZ0657
 CZ0657.The geoid height was determined by GEOID03.
 CZ0657
 CZ0657;                    North         East    Units  Estimated Accuracy
 CZ0657;SPC AZ C     -   158,260.      262,370.      MT  (+/- 180 meters Scaled)
 CZ0657
 CZ0657                          SUPERSEDED SURVEY CONTROL
 CZ0657
 CZ0657  NGVD 29 (??/??/92)  632.812  (m)         2076.15   (f) ADJ UNCH    2 0
 CZ0657
 CZ0657.Superseded values are not recommended for survey control.
 CZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0657.See file dsdata.txt to determine how the superseded data were derived.
 CZ0657
 CZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA628877(NAD 83)
 CZ0657_MARKER: DB = BENCH MARK DISK
 CZ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0657_STAMPING: B 301 1951
 CZ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0657+STABILITY: SURFACE MOTION
 CZ0657
 CZ0657  HISTORY     - Date     Condition        Report By
 CZ0657  HISTORY     - 1951     MONUMENTED       CGS
 CZ0657
 CZ0657                          STATION DESCRIPTION
 CZ0657
 CZ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0657'25.6 MI W FROM RILLITO.
 CZ0657'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0657'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0657'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0657'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0657'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0657'TO THE MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0657'TO AN INTERSECTION, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD TO AN
 CZ0657'INTERSECTION, THENCE 0.6 MILE WEST ALONG A DIRT ROAD TO A CATTLE
 CZ0657'GUARD, AT THE EAST CORNER OF THE MARANA NO 5 AIRPORT, THENCE 0.55 MILE
 CZ0657'NORTHWEST ALONG THE NORTHEAST EDGE TO THE NORTH CORNER, THENCE 0.7
 CZ0657'MILE SOUTHWEST ACROSS THE AIRPORT TO THE SOUTHWEST FENCE, 0.1 MILE
 CZ0657'SOUTH EAST OF THE NORTH CORNER, 251.8 FEET SOUTHWEST OF THE SOUTHWEST
 CZ0657'EDGE OF FIELD BLACK TOP, 48 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0657'THE ROAD LEADING ON TO THE AIRPORT, 22 1/2 FEET NORTHEAST OF THE
 CZ0657'CENTER OF THE LOW BANK AROUND THE SOUTHWEST SIDE OF THE AIRPORT, 2.5
 CZ0657'FEET EAST OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0657'AIRPORT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0657'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0433 ***********************************************************************
 CG0433  DESIGNATION -  B 302
 CG0433  PID         -  CG0433
 CG0433  STATE/COUNTY-  AZ/PIMA
 CG0433  USGS QUAD   -  LAS GUIJAS (1983)
 CG0433
 CG0433                         *CURRENT SURVEY CONTROL
 CG0433  ___________________________________________________________________
 CG0433* NAD 83(1986)-  31 43 28.     (N)    111 29 16.     (W)     SCALED    
 CG0433* NAVD 88     -      1066.57   (+/-2cm)    3499.2    (feet)  VERTCON   
 CG0433  ___________________________________________________________________
 CG0433  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CG0433
 CG0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0433
 CG0433.The horizontal coordinates were scaled from a topographic map and have
 CG0433.an estimated accuracy of +/- 6 seconds.
 CG0433
 CG0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0433.The vertical order pertains to the NGVD 29 superseded value.
 CG0433
 CG0433.The geoid height was determined by GEOID03.
 CG0433
 CG0433;                    North         East    Units  Estimated Accuracy
 CG0433;SPC AZ C     -    80,400.      254,000.      MT  (+/- 180 meters Scaled)
 CG0433
 CG0433                          SUPERSEDED SURVEY CONTROL
 CG0433
 CG0433  NGVD 29 (??/??/92) 1065.780  (m)         3496.65   (f) ADJ UNCH    2 0
 CG0433
 CG0433.Superseded values are not recommended for survey control.
 CG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0433.See file dsdata.txt to determine how the superseded data were derived.
 CG0433
 CG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA537099(NAD 83)
 CG0433_MARKER: DB = BENCH MARK DISK
 CG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0433_STAMPING: B 302 1951
 CG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0433+STABILITY: SURFACE MOTION
 CG0433
 CG0433  HISTORY     - Date     Condition        Report By
 CG0433  HISTORY     - 1951     MONUMENTED       CGS
 CG0433  HISTORY     - 1977     GOOD             USGS
 CG0433
 CG0433                          STATION DESCRIPTION
 CG0433
 CG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0433'17.45 MI N FROM SASABE.
 CG0433'17.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0433'HOUSE AT SASABE, AT A CATTLE GUARD ACROSS THE ROAD LEADING NORTH FROM
 CG0433'SASABE TO THREE POINTS, AT A T JUNCTION OF THE MAIN ROAD AND A PRIVATE
 CG0433'ROAD LEADING WEST TO RANCHO ESCONDIDO, 77 FEET NORTHWEST OF THE CENTER
 CG0433'OF THE CATTLE GUARD AND ROAD, 48 1/2 FEET WEST OF THE CENTER LINE OF
 CG0433'THE ROAD, 47.6 FEET NORTH OF THE NORTH GATE POST FOR THE GATE ON THE
 CG0433'ROAD LEADING WEST INTO A FIELD, 2.1 FEET EAST OF THE NORTHSOUTH FENCE
 CG0433'LINE, 2.7 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 CG0433'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CG0433'ABOVE THE GROUND.
 CG0433
 CG0433                          STATION RECOVERY (1977)
 CG0433
 CG0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0433'....ALONG THE THREE POINTS-SASABE ROAD... SHOULD READ ....ALONG STATE
 CG0433'HWY. 286...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1295 ***********************************************************************
 CZ1295  DESIGNATION -  B 303
 CZ1295  PID         -  CZ1295
 CZ1295  STATE/COUNTY-  AZ/PINAL
 CZ1295  USGS QUAD   -  ELOY NORTH (1992)
 CZ1295
 CZ1295                         *CURRENT SURVEY CONTROL
 CZ1295  ___________________________________________________________________
 CZ1295* NAD 83(1986)-  32 46 37.     (N)    111 37 11.     (W)     SCALED    
 CZ1295* NAVD 88     -       463.27   (+/-2cm)    1519.9    (feet)  VERTCON   
 CZ1295  ___________________________________________________________________
 CZ1295  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1295
 CZ1295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1295
 CZ1295.The horizontal coordinates were scaled from a topographic map and have
 CZ1295.an estimated accuracy of +/- 6 seconds.
 CZ1295
 CZ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1295.The vertical order pertains to the NGVD 29 superseded value.
 CZ1295
 CZ1295.The geoid height was determined by GEOID03.
 CZ1295
 CZ1295;                    North         East    Units  Estimated Accuracy
 CZ1295;SPC AZ C     -   197,060.      241,180.      MT  (+/- 180 meters Scaled)
 CZ1295
 CZ1295                          SUPERSEDED SURVEY CONTROL
 CZ1295
 CZ1295  NGVD 29 (??/??/92)  462.723  (m)         1518.12   (f) ADJ UNCH    2 0
 CZ1295
 CZ1295.Superseded values are not recommended for survey control.
 CZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1295.See file dsdata.txt to determine how the superseded data were derived.
 CZ1295
 CZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419267(NAD 83)
 CZ1295_MARKER: DB = BENCH MARK DISK
 CZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1295_STAMPING: B 303 1951
 CZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1295+STABILITY: SURFACE MOTION
 CZ1295
 CZ1295  HISTORY     - Date     Condition        Report By
 CZ1295  HISTORY     - 1951     MONUMENTED       CGS
 CZ1295  HISTORY     - 1966     GOOD             NGS
 CZ1295
 CZ1295                          STATION DESCRIPTION
 CZ1295
 CZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1295'1.2 MI S FROM TOLTEC.
 CZ1295'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1295'RAILROAD STATION AT TOLTEC, THENCE 1 MILE SOUTH ALONG THE TOLTEC
 CZ1295'HIGHWAY, AT THE INTERSECTION OF AN EAST-WEST GRADED ROAD AND AT THE
 CZ1295'SOUTHWEST CORNER OF AN INTERSECTION, 50 FEET WEST OF THE CENTER LINE
 CZ1295'OF THE HIGHWAY, 26 FEET WEST OF A SUPPORT POLE FOR A POWER LINE POLE,
 CZ1295'19 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.6 FEET NORTH OF A
 CZ1295'FENCE LINE, 2.2 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CZ1295'THAN THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1295
 CZ1295                          STATION RECOVERY (1966)
 CZ1295
 CZ1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1296 ***********************************************************************
 CZ1296  DESIGNATION -  B 303 RESET
 CZ1296  PID         -  CZ1296
 CZ1296  STATE/COUNTY-  AZ/PINAL
 CZ1296  USGS QUAD   -  ELOY NORTH (1992)
 CZ1296
 CZ1296                         *CURRENT SURVEY CONTROL
 CZ1296  ___________________________________________________________________
 CZ1296* NAD 83(1986)-  32 46 13.     (N)    111 37 10.     (W)     SCALED    
 CZ1296* NAVD 88     -       465.12   (+/-2cm)    1526.0    (feet)  VERTCON   
 CZ1296  ___________________________________________________________________
 CZ1296  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1296
 CZ1296  VERT ORDER  -  THIRD (See Below)
 CZ1296
 CZ1296.The horizontal coordinates were scaled from a topographic map and have
 CZ1296.an estimated accuracy of +/- 6 seconds.
 CZ1296
 CZ1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1296.The vertical order pertains to the NGVD 29 superseded value.
 CZ1296
 CZ1296.The geoid height was determined by GEOID03.
 CZ1296
 CZ1296;                    North         East    Units  Estimated Accuracy
 CZ1296;SPC AZ C     -   196,320.      241,210.      MT  (+/- 180 meters Scaled)
 CZ1296
 CZ1296                          SUPERSEDED SURVEY CONTROL
 CZ1296
 CZ1296  NGVD 29 (??/??/??)  464.57   (m)         1524.2    (f) RESET       3  
 CZ1296
 CZ1296.Superseded values are not recommended for survey control.
 CZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1296.See file dsdata.txt to determine how the superseded data were derived.
 CZ1296
 CZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419259(NAD 83)
 CZ1296_MARKER: DB = BENCH MARK DISK
 CZ1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1296_SP_SET: FOUNDATION
 CZ1296_STAMPING: B 303 RESET 1961
 CZ1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1296
 CZ1296  HISTORY     - Date     Condition        Report By
 CZ1296  HISTORY     - 1961     MONUMENTED       CGS
 CZ1296
 CZ1296                          STATION DESCRIPTION
 CZ1296
 CZ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CZ1296'1.5 MI S FROM TOLTEC.
 CZ1296'THIS MARK IS LOCATED 1.5 MILES SOUTH ALONG TOLTEC ROAD FROM THE
 CZ1296'INTERSECTION OF THE ROAD AND STATE HIGHWAYS 93 AND 84 AT TOLTEC, ON
 CZ1296'THE PROPERTY OF R.H. RICH, 101 FEET WEST OF THE CENTERLINE OF THE
 CZ1296'ROAD, 23 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CZ1296'BUILDING, 14.5 FEET WEST-SOUTHWEST OF THE WEST POLE OF TWO POWER POLES
 CZ1296'WITH TWO TRANSFORMERS, 3 INCHES SOUTHEAST OF THE SOUTHEAST EDGE OF A
 CZ1296'STEEL BASE OF A LARGE ELECTRIC PUMP, AND SET IN THE TOP OF THE
 CZ1296'SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF A DEEP WATER WELL, ABOUT
 CZ1296'2 INCHES ABOVE THE GROUND.  NOTE-- 0.5 MILE SOUTH OF A CLOVER LEAF IN
 CZ1296'PROPOSED INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1311 ***********************************************************************
 CZ1311  DESIGNATION -  B 304
 CZ1311  PID         -  CZ1311
 CZ1311  STATE/COUNTY-  AZ/PINAL
 CZ1311  USGS QUAD   -  ELOY NW (1981)
 CZ1311
 CZ1311                         *CURRENT SURVEY CONTROL
 CZ1311  ___________________________________________________________________
 CZ1311* NAD 83(1986)-  32 38 44.     (N)    111 40 19.     (W)     SCALED    
 CZ1311* NAVD 88     -       478.61   (+/-2cm)    1570.2    (feet)  VERTCON   
 CZ1311  ___________________________________________________________________
 CZ1311  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1311
 CZ1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1311
 CZ1311.The horizontal coordinates were scaled from a topographic map and have
 CZ1311.an estimated accuracy of +/- 6 seconds.
 CZ1311
 CZ1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1311.The vertical order pertains to the NGVD 29 superseded value.
 CZ1311
 CZ1311.The geoid height was determined by GEOID03.
 CZ1311
 CZ1311;                    North         East    Units  Estimated Accuracy
 CZ1311;SPC AZ C     -   182,470.      236,320.      MT  (+/- 180 meters Scaled)
 CZ1311
 CZ1311                          SUPERSEDED SURVEY CONTROL
 CZ1311
 CZ1311  NGVD 29 (??/??/92)  478.050  (m)         1568.40   (f) ADJ UNCH    2 0
 CZ1311
 CZ1311.Superseded values are not recommended for survey control.
 CZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1311.See file dsdata.txt to determine how the superseded data were derived.
 CZ1311
 CZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369121(NAD 83)
 CZ1311_MARKER: DB = BENCH MARK DISK
 CZ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1311_STAMPING: B 304 1951
 CZ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1311+STABILITY: SURFACE MOTION
 CZ1311
 CZ1311  HISTORY     - Date     Condition        Report By
 CZ1311  HISTORY     - 1951     MONUMENTED       CGS
 CZ1311  HISTORY     - 1966     GOOD             NGS
 CZ1311  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1311
 CZ1311                          STATION DESCRIPTION
 CZ1311
 CZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1311'13.2 MI S FROM TOLTEC.
 CZ1311'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1311'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1311'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD AT A T JUNCTION WITH A
 CZ1311'NORTH-SOUTH GRADED ROAD, 48 FEET WEST OF THE CENTER LINE OF THE GRADED
 CZ1311'ROAD, 26.5 FEET NORTHEAST OF THE NORTHEAST END OF A WATER PUMP OUTLET,
 CZ1311'15 FEET NORTH OF THE CENTER LINE OF A PROLONGATION OF PRETZER ROAD,
 CZ1311'3.7 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH CONCRETE IRRIGATION
 CZ1311'DITCH, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ1311'ROADS, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
 CZ1311
 CZ1311                          STATION RECOVERY (1966)
 CZ1311
 CZ1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1311'RECOVERED IN GOOD CONDITION.
 CZ1311
 CZ1311                          STATION RECOVERY (1977)
 CZ1311
 CZ1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0456 ***********************************************************************
 CG0456  DESIGNATION -  B 305
 CG0456  PID         -  CG0456
 CG0456  STATE/COUNTY-  AZ/PIMA
 CG0456  USGS QUAD   -  PENITAS HILLS (1979)
 CG0456
 CG0456                         *CURRENT SURVEY CONTROL
 CG0456  ___________________________________________________________________
 CG0456* NAD 83(1986)-  31 48 15.     (N)    111 16 10.     (W)     SCALED    
 CG0456* NAVD 88     -      1138.91   (+/-2cm)    3736.6    (feet)  VERTCON   
 CG0456  ___________________________________________________________________
 CG0456  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CG0456
 CG0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0456
 CG0456.The horizontal coordinates were scaled from a topographic map and have
 CG0456.an estimated accuracy of +/- 6 seconds.
 CG0456
 CG0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0456.The vertical order pertains to the NGVD 29 superseded value.
 CG0456
 CG0456.The geoid height was determined by GEOID03.
 CG0456
 CG0456;                    North         East    Units  Estimated Accuracy
 CG0456;SPC AZ C     -    89,340.      274,640.      MT  (+/- 180 meters Scaled)
 CG0456
 CG0456                          SUPERSEDED SURVEY CONTROL
 CG0456
 CG0456  NGVD 29 (??/??/92) 1138.125  (m)         3734.00   (f) ADJ UNCH    2 0
 CG0456
 CG0456.Superseded values are not recommended for survey control.
 CG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0456.See file dsdata.txt to determine how the superseded data were derived.
 CG0456
 CG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA744187(NAD 83)
 CG0456_MARKER: DB = BENCH MARK DISK
 CG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0456_STAMPING: B 305 1951
 CG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0456+STABILITY: SURFACE MOTION
 CG0456
 CG0456  HISTORY     - Date     Condition        Report By
 CG0456  HISTORY     - 1951     MONUMENTED       CGS
 CG0456  HISTORY     - 1975     GOOD             USGS
 CG0456
 CG0456                          STATION DESCRIPTION
 CG0456
 CG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0456'27.7 MI SE FROM THREE POINTS.
 CG0456'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0456'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 9.4
 CG0456'MILES EAST ALONG A TRACK ROAD TO AN INTERSECTION OF A TRACK ROAD
 CG0456'LEADING NORTH AND SOUTH, THENCE 0.9 MILE SOUTH AND SOUTHWEST ALONG A
 CG0456'TRACK ROAD, 0.85 MILE SOUTHWEST OF AN INTERSECTION OF A TRACK ROAD
 CG0456'LEADING NORTH AND SOUTH, 0.3 MILE NORTHEAST OF A T JUNCTION OF A ROAD
 CG0456'LEADING SOUTHEAST, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CG0456'2.3 FEET SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET
 CG0456'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0456
 CG0456                          STATION RECOVERY (1975)
 CG0456
 CG0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0456'THREE POINTS, 0.2 MI E. OF THREE POINTS SCHOOL, ALONG STATE HWY. 86,
 CG0456'THENCE 17.2 MI S. ALONG STATE HWY. 286, THENCE 9.1 MI E. ALONG TRACK
 CG0456'RD. TO RD. X-ING, THENCE 0.5 MI S. ALONG TRACK RD. TO RD. X-ING,
 CG0456'THENCE 0.5 MI SW. (RIGHT) ALONG TRACK RD. 42 FT S. OF CENTERLINE OF
 CG0456'RD. SET IN CONCRETE POST. STANDARD DISK STAMPED B 305 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0648 ***********************************************************************
 CG0648  DESIGNATION -  B 306
 CG0648  PID         -  CG0648
 CG0648  STATE/COUNTY-  AZ/PIMA
 CG0648  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0648
 CG0648                         *CURRENT SURVEY CONTROL
 CG0648  ___________________________________________________________________
 CG0648* NAD 83(1986)-  31 55 48.     (N)    111 41 22.     (W)     SCALED    
 CG0648* NAVD 88     -       977.80   (+/-2cm)    3208.0    (feet)  VERTCON   
 CG0648  ___________________________________________________________________
 CG0648  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CG0648
 CG0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0648
 CG0648.The horizontal coordinates were scaled from a topographic map and have
 CG0648.an estimated accuracy of +/- 6 seconds.
 CG0648
 CG0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0648.The vertical order pertains to the NGVD 29 superseded value.
 CG0648
 CG0648.The geoid height was determined by GEOID03.
 CG0648
 CG0648;                    North         East    Units  Estimated Accuracy
 CG0648;SPC AZ C     -   103,130.      234,850.      MT  (+/- 180 meters Scaled)
 CG0648
 CG0648                          SUPERSEDED SURVEY CONTROL
 CG0648
 CG0648  NGVD 29 (??/??/92)  977.042  (m)         3205.51   (f) ADJ UNCH    2 0
 CG0648
 CG0648.Superseded values are not recommended for survey control.
 CG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0648.See file dsdata.txt to determine how the superseded data were derived.
 CG0648
 CG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA348328(NAD 83)
 CG0648_MARKER: DB = BENCH MARK DISK
 CG0648_SETTING: 66 = SET IN ROCK OUTCROP
 CG0648_SP_SET: GRANITE OUTCROP
 CG0648_STAMPING: B 306 1952
 CG0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0648+STABILITY: POSITION/ELEVATION WELL
 CG0648
 CG0648  HISTORY     - Date     Condition        Report By
 CG0648  HISTORY     - 1952     MONUMENTED       CGS
 CG0648
 CG0648                          STATION DESCRIPTION
 CG0648
 CG0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0648'18.45 MI E FROM SELLS.
 CG0648'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0648'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 5.35 MILES
 CG0648'SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE AT THE TOP OF A
 CG0648'STEEP GRADE, SET IN THE TOP OF A GRANITE OUTCROP, 72.4 FEET EAST AND
 CG0648'ACROSS THE ROAD FROM (USGS) COPPER NAIL AND WASHER 3203.4 27 FEET EAST
 CG0648'OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A PALO VERDE TREE, 4.5
 CG0648'FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0794 ***********************************************************************
 CG0794  DESIGNATION -  B 307
 CG0794  PID         -  CG0794
 CG0794  STATE/COUNTY-  AZ/PIMA
 CG0794  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0794
 CG0794                         *CURRENT SURVEY CONTROL
 CG0794  ___________________________________________________________________
 CG0794* NAD 83(1986)-  31 49 14.     (N)    111 35 27.     (W)     SCALED    
 CG0794* NAVD 88     -      1225.82   (+/-2cm)    4021.7    (feet)  VERTCON   
 CG0794  ___________________________________________________________________
 CG0794  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CG0794
 CG0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0794
 CG0794.The horizontal coordinates were scaled from a topographic map and have
 CG0794.an estimated accuracy of +/- 6 seconds.
 CG0794
 CG0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0794.The vertical order pertains to the NGVD 29 superseded value.
 CG0794
 CG0794.The geoid height was determined by GEOID03.
 CG0794
 CG0794;                    North         East    Units  Estimated Accuracy
 CG0794;SPC AZ C     -    91,020.      244,210.      MT  (+/- 180 meters Scaled)
 CG0794
 CG0794                          SUPERSEDED SURVEY CONTROL
 CG0794
 CG0794  NGVD 29 (??/??/92) 1224.970  (m)         4018.92   (f) ADJ UNCH    2 0
 CG0794
 CG0794.Superseded values are not recommended for survey control.
 CG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0794.See file dsdata.txt to determine how the superseded data were derived.
 CG0794
 CG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA440206(NAD 83)
 CG0794_MARKER: DB = BENCH MARK DISK
 CG0794_SETTING: 66 = SET IN ROCK OUTCROP
 CG0794_SP_SET: ROCK OUTCROP
 CG0794_STAMPING: B 307 1952
 CG0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0794+STABILITY: POSITION/ELEVATION WELL
 CG0794
 CG0794  HISTORY     - Date     Condition        Report By
 CG0794  HISTORY     - 1952     MONUMENTED       CGS
 CG0794
 CG0794                          STATION DESCRIPTION
 CG0794
 CG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0794'17.1 MI E FROM TOPAWA.
 CG0794'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0794'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0794'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 2.6
 CG0794'MILES EAST ALONG THE FRESNAL CANYON TRAIL, SET IN THE TOP OF THE LOWER
 CG0794'ONE OF TWO ROCK LEDGE OUTCROPS ABOUT 4 FEET LONG AND 6 INCHES WIDE, 14
 CG0794'FEET NORTHEAST OF THE CENTER OF THE TRAIL, ABOUT 3 FEET LOWER THAN THE
 CG0794'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0101 ***********************************************************************
 CH0101  DESIGNATION -  B 308
 CH0101  PID         -  CH0101
 CH0101  STATE/COUNTY-  AZ/PIMA
 CH0101  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0101
 CH0101                         *CURRENT SURVEY CONTROL
 CH0101  ___________________________________________________________________
 CH0101* NAD 83(1986)-  31 56 08.     (N)    112 58 59.     (W)     SCALED    
 CH0101* NAVD 88     -       362.15   (+/-2cm)    1188.2    (feet)  VERTCON   
 CH0101  ___________________________________________________________________
 CH0101  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 CH0101
 CH0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0101
 CH0101.The horizontal coordinates were scaled from a topographic map and have
 CH0101.an estimated accuracy of +/- 6 seconds.
 CH0101
 CH0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0101.The vertical order pertains to the NGVD 29 superseded value.
 CH0101
 CH0101.The geoid height was determined by GEOID03.
 CH0101
 CH0101;                    North         East    Units  Estimated Accuracy
 CH0101;SPC AZ C     -   104,220.      112,530.      MT  (+/- 180 meters Scaled)
 CH0101
 CH0101                          SUPERSEDED SURVEY CONTROL
 CH0101
 CH0101  NGVD 29 (??/??/92)  361.444  (m)         1185.84   (f) ADJ UNCH    2 0
 CH0101
 CH0101.Superseded values are not recommended for survey control.
 CH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0101.See file dsdata.txt to determine how the superseded data were derived.
 CH0101
 CH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA125350(NAD 83)
 CH0101_MARKER: DB = BENCH MARK DISK
 CH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0101_STAMPING: B 308 1952
 CH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0101+STABILITY: SURFACE MOTION
 CH0101
 CH0101  HISTORY     - Date     Condition        Report By
 CH0101  HISTORY     - 1952     MONUMENTED       CGS
 CH0101
 CH0101                          STATION DESCRIPTION
 CH0101
 CH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0101'12.95 MI NW FROM LUKEVILLE.
 CH0101'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0101'LUKEVILLE TO JUNCTION THENCE 12.0 MILES WEST ALONG THE QUITOVOQUITO
 CH0101'ROAD, ON TOP OF A LOW, FLAT RIDGE, 55 FEET SOUTHWEST OF THE CENTERLINE
 CH0101'OF THE ROAD, 3.1 FEET NORTH OF THE WITNESS POST, IN A CONCRETE POST
 CH0101'PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0435 ***********************************************************************
 DA0435  DESIGNATION -  B 309
 DA0435  PID         -  DA0435
 DA0435  STATE/COUNTY-  AZ/PIMA
 DA0435  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0435
 DA0435                         *CURRENT SURVEY CONTROL
 DA0435  ___________________________________________________________________
 DA0435* NAD 83(1986)-  32 05 13.     (N)    112 52 17.     (W)     SCALED    
 DA0435* NAVD 88     -       475.68   (+/-2cm)    1560.6    (feet)  VERTCON   
 DA0435  ___________________________________________________________________
 DA0435  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0435
 DA0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0435
 DA0435.The horizontal coordinates were scaled from a topographic map and have
 DA0435.an estimated accuracy of +/- 6 seconds.
 DA0435
 DA0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0435.The vertical order pertains to the NGVD 29 superseded value.
 DA0435
 DA0435.The geoid height was determined by GEOID03.
 DA0435
 DA0435;                    North         East    Units  Estimated Accuracy
 DA0435;SPC AZ C     -   120,910.      123,240.      MT  (+/- 180 meters Scaled)
 DA0435
 DA0435                          SUPERSEDED SURVEY CONTROL
 DA0435
 DA0435  NGVD 29 (??/??/92)  474.961  (m)         1558.27   (f) ADJ UNCH    2 0
 DA0435
 DA0435.Superseded values are not recommended for survey control.
 DA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0435.See file dsdata.txt to determine how the superseded data were derived.
 DA0435
 DA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233516(NAD 83)
 DA0435_MARKER: DB = BENCH MARK DISK
 DA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0435_STAMPING: B 309 1952
 DA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0435+STABILITY: SURFACE MOTION
 DA0435
 DA0435  HISTORY     - Date     Condition        Report By
 DA0435  HISTORY     - 1952     MONUMENTED       CGS
 DA0435
 DA0435                          STATION DESCRIPTION
 DA0435
 DA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0435'30.85 MI NW FROM LUKEVILLE.
 DA0435'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0435'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0435'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0435'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0435'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0435'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0435'JUNCTION, THENCE 1 MILE NORTHEAST ALONG A ROAD, 1 MILE NORTHEAST OF BM
 DA0435'D 110, AND ABOUT 0.6 MILES SOUTHWEST OF THE SOUTHERN MOST WASH OF TWO,
 DA0435'28 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH
 DA0435'OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND IN A
 DA0435'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0839 ***********************************************************************
 ET0839  DESIGNATION -  B 31
 ET0839  PID         -  ET0839
 ET0839  STATE/COUNTY-  AZ/YAVAPAI
 ET0839  USGS QUAD   -  COTTONWOOD (1973)
 ET0839
 ET0839                         *CURRENT SURVEY CONTROL
 ET0839  ___________________________________________________________________
 ET0839* NAD 83(1992)-  34 41 20.17381(N)    112 00 09.10953(W)     ADJUSTED  
 ET0839* NAVD 88     -      1069.240  (meters)    3508.00   (feet)  ADJUSTED  
 ET0839  ___________________________________________________________________
 ET0839  X           -  -1,967,274.744 (meters)                     COMP
 ET0839  Y           -  -4,868,556.790 (meters)                     COMP
 ET0839  Z           -   3,610,139.397 (meters)                     COMP
 ET0839  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ET0839  ELLIP HEIGHT-        1043.49  (meters)          (05/31/05) GPS OBS
 ET0839  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ET0839  DYNAMIC HT  -        1067.887 (meters)    3503.56  (feet)  COMP
 ET0839  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 ET0839
 ET0839  HORZ ORDER  -  B
 ET0839  VERT ORDER  -  FIRST     CLASS II
 ET0839  ELLP ORDER  -  FOURTH    CLASS II
 ET0839
 ET0839.The horizontal coordinates were established by GPS observations
 ET0839.and adjusted by the National Geodetic Survey in May 2005..
 ET0839
 ET0839.The orthometric height was determined by differential leveling
 ET0839.and adjusted by the National Geodetic Survey in June 1991..
 ET0839
 ET0839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0839
 ET0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0839
 ET0839.The ellipsoidal height was determined by GPS observations
 ET0839.and is referenced to NAD 83.
 ET0839
 ET0839.The geoid height was determined by GEOID03.
 ET0839
 ET0839.The dynamic height is computed by dividing the NAVD 88
 ET0839.geopotential number by the normal gravity value computed on the
 ET0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0839.degrees latitude (g = 980.6199 gals.).
 ET0839
 ET0839.The modeled gravity was interpolated from observed gravity values.
 ET0839
 ET0839;                    North         East     Units Scale Factor Converg.
 ET0839;SPC AZ C     -   409,072.418   205,492.893   MT  0.99990076   -0 02 55.9
 ET0839;SPC AZ C     - 1,342,101.11    674,189.28   iFT  0.99990076   -0 02 55.9
 ET0839;UTM  12      - 3,839,005.516   408,170.925   MT  0.99970393   -0 34 14.2
 ET0839
 ET0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0839!SPC AZ C     -   0.99983623  x   0.99990076  =   0.99973700
 ET0839!UTM  12      -   0.99983623  x   0.99970393  =   0.99954021
 ET0839
 ET0839                          SUPERSEDED SURVEY CONTROL
 ET0839
 ET0839  NAVD 88 (05/31/05) 1069.24   (m)         3508.0    (f) LEVELING    3  
 ET0839  NGVD 29 (??/??/92) 1068.50   (m)         3505.6    (f) COMPUTED    1 2
 ET0839
 ET0839.Superseded values are not recommended for survey control.
 ET0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0839.See file dsdata.txt to determine how the superseded data were derived.
 ET0839
 ET0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0817139006(NAD 83)
 ET0839_MARKER: DB = BENCH MARK DISK
 ET0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0839_STAMPING: 3505.557 B 31 1933
 ET0839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ET0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0839+STABILITY: SURFACE MOTION
 ET0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0839+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 ET0839
 ET0839  HISTORY     - Date     Condition        Report By
 ET0839  HISTORY     - 1933     MONUMENTED       CGS
 ET0839  HISTORY     - 1973     GOOD             USGS
 ET0839  HISTORY     - 20031231 GOOD             SHEPH
 ET0839  HISTORY     - 20040501 GOOD             NGS
 ET0839
 ET0839                          STATION DESCRIPTION
 ET0839
 ET0839'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0839'5.5 MI SE FROM COTTONWOOD.
 ET0839'2.6 MILES EAST AND SOUTH ALONG STATE HIGHWAY 89A FROM THE POST OFFICE
 ET0839'AT COTTONWOOD, YAVAPAI CO. TO A ROAD JUNCTION SOUTH.  THENCE SOUTHEAST
 ET0839'ALONG THE ROAD 2.9 MILES.  AT THE PRESCOTT NATIONAL FOREST BOUNDARY.
 ET0839'80 FEET SOUTHEAST OF A ROAD JUNCTION.  75 FEET EAST OF THE CENTERLINE
 ET0839'OF THE ROAD.  65 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND A
 ET0839'CATTLE GUARD.  A STANDARD USC AND GS TABLET STAMPED 3505.557 B 31 1933
 ET0839'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE THE
 ET0839'GROUND.
 ET0839
 ET0839                          STATION RECOVERY (2003)
 ET0839
 ET0839'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 ET0839'RECOVERED AS DESCRIBED
 ET0839
 ET0839                          STATION RECOVERY (2004)
 ET0839
 ET0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0839'THE ROAD SOUTH IS SOUTH CAMINO ROAD (FORMERLY AZ 279).  STATION IS IN
 ET0839'LINE WITH CATTLE GUARD ON ROAD AND AT INTERSECTION WITH TIERRA SERENA
 ET0839'ROAD.  TRACK ROAD TO NE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0016 ***********************************************************************
 GP0016  DESIGNATION -  B 31
 GP0016  PID         -  GP0016
 GP0016  STATE/COUNTY-  AZ/NAVAJO
 GP0016  USGS QUAD   -  KAYENTA EAST (1968)
 GP0016
 GP0016                         *CURRENT SURVEY CONTROL
 GP0016  ___________________________________________________________________
 GP0016* NAD 83(1986)-  36 44 22.     (N)    110 14 31.     (W)     SCALED    
 GP0016* NAVD 88     -      1708.298  (meters)    5604.64   (feet)  ADJUSTED  
 GP0016  ___________________________________________________________________
 GP0016  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0016  DYNAMIC HT  -        1706.234 (meters)    5597.87  (feet)  COMP
 GP0016  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 GP0016
 GP0016  VERT ORDER  -  FIRST     CLASS II
 GP0016
 GP0016.The horizontal coordinates were scaled from a topographic map and have
 GP0016.an estimated accuracy of +/- 6 seconds.
 GP0016
 GP0016.The orthometric height was determined by differential leveling
 GP0016.and adjusted by the National Geodetic Survey in June 1991..
 GP0016
 GP0016.The geoid height was determined by GEOID03.
 GP0016
 GP0016.The dynamic height is computed by dividing the NAVD 88
 GP0016.geopotential number by the normal gravity value computed on the
 GP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0016.degrees latitude (g = 980.6199 gals.).
 GP0016
 GP0016.The modeled gravity was interpolated from observed gravity values.
 GP0016
 GP0016;                    North         East    Units  Estimated Accuracy
 GP0016;SPC AZ E     -   636,560.      206,640.      MT  (+/- 180 meters Scaled)
 GP0016
 GP0016                          SUPERSEDED SURVEY CONTROL
 GP0016
 GP0016  NGVD 29 (??/??/92) 1707.343  (m)         5601.51   (f) ADJ UNCH    1 2
 GP0016
 GP0016.Superseded values are not recommended for survey control.
 GP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0016.See file dsdata.txt to determine how the superseded data were derived.
 GP0016
 GP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF676662(NAD 83)
 GP0016_MARKER: DB = BENCH MARK DISK
 GP0016_SETTING: 66 = SET IN ROCK OUTCROP
 GP0016_SP_SET: SANDSTONE OUTCROP
 GP0016_STAMPING: 5601.508 B 31 1933
 GP0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0016+STABILITY: POSITION/ELEVATION WELL
 GP0016
 GP0016  HISTORY     - Date     Condition        Report By
 GP0016  HISTORY     - 1933     MONUMENTED       CGS
 GP0016  HISTORY     - 1934     GOOD             NGS
 GP0016  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0016
 GP0016                          STATION DESCRIPTION
 GP0016
 GP0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0016'1.7 MI NE FROM KAYENTA.
 GP0016'1.7 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0016'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, 0.1 MILE SOUTH OF
 GP0016'A POINT WHERE THE ROAD PASSES OVER A LARGE, FLAT, RED SANDSTONE SLOPE,
 GP0016'AT A FLAT ON THE TOP OF A HILL NORTHWEST OF A CREEK, 100 FEET
 GP0016'SOUTHWEST OF THE TOP OF A HILL LEADING NORTHEAST OUT OF A WASH, 65
 GP0016'FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A SANDSTONE
 GP0016'OUTCROP AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GP0016'5601.508 B 31 1933.
 GP0016
 GP0016                          STATION RECOVERY (1983)
 GP0016
 GP0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0948 ***********************************************************************
 CZ0948  DESIGNATION -  B 310
 CZ0948  PID         -  CZ0948
 CZ0948  STATE/COUNTY-  AZ/PIMA
 CZ0948  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0948
 CZ0948                         *CURRENT SURVEY CONTROL
 CZ0948  ___________________________________________________________________
 CZ0948* NAD 83(1986)-  32 24 57.     (N)    111 33 02.     (W)     SCALED    
 CZ0948* NAVD 88     -       766.55   (+/-2cm)    2514.9    (feet)  VERTCON   
 CZ0948  ___________________________________________________________________
 CZ0948  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0948
 CZ0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0948
 CZ0948.The horizontal coordinates were scaled from a topographic map and have
 CZ0948.an estimated accuracy of +/- 6 seconds.
 CZ0948
 CZ0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0948.The vertical order pertains to the NGVD 29 superseded value.
 CZ0948
 CZ0948.The geoid height was determined by GEOID03.
 CZ0948
 CZ0948;                    North         East    Units  Estimated Accuracy
 CZ0948;SPC AZ C     -   157,030.      247,800.      MT  (+/- 180 meters Scaled)
 CZ0948
 CZ0948                          SUPERSEDED SURVEY CONTROL
 CZ0948
 CZ0948  NGVD 29 (??/??/92)  765.961  (m)         2512.99   (f) ADJ UNCH    2 0
 CZ0948
 CZ0948.Superseded values are not recommended for survey control.
 CZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0948.See file dsdata.txt to determine how the superseded data were derived.
 CZ0948
 CZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA482866(NAD 83)
 CZ0948_MARKER: DB = BENCH MARK DISK
 CZ0948_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0948_SP_SET: GRANITE OUTCROP
 CZ0948_STAMPING: B 310 1952
 CZ0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0948+STABILITY: POSITION/ELEVATION WELL
 CZ0948
 CZ0948  HISTORY     - Date     Condition        Report By
 CZ0948  HISTORY     - 1952     MONUMENTED       CGS
 CZ0948
 CZ0948                          STATION DESCRIPTION
 CZ0948
 CZ0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0948'1.7 MI S FROM SILVER BELL.
 CZ0948'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0948'THENCE 1.6 MILES SOUTH ALONG A TRACK ROAD ON THE WEST SLOPE OF A HILL
 CZ0948'WHICH WAS PARTLY BARED BY A DOZER BLADE, AT THE TOP OF A GRADE AND AT
 CZ0948'A 3 FEET HIGH DIRT BARRIER WHICH CROSSES OVER THE ROAD, AND IN THE TOP
 CZ0948'OF A 3 1/2 BY 4 FEET DECOMPOSED GRANITE OUTCROP WHICH PROJECTS 0.8
 CZ0948'FOOT ABOVE THE GROUND, SURROUNDED BY A GROUP OF 4 FEET HIGH OUTCROPS,
 CZ0948'50 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE
 CZ0948'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0937 ***********************************************************************
 CZ0937  DESIGNATION -  B 311
 CZ0937  PID         -  CZ0937
 CZ0937  STATE/COUNTY-  AZ/PIMA
 CZ0937  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0937
 CZ0937                         *CURRENT SURVEY CONTROL
 CZ0937  ___________________________________________________________________
 CZ0937* NAD 83(1986)-  32 19 20.     (N)    111 58 14.     (W)     SCALED    
 CZ0937* NAVD 88     -       541.58   (+/-2cm)    1776.8    (feet)  VERTCON   
 CZ0937  ___________________________________________________________________
 CZ0937  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 CZ0937
 CZ0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0937
 CZ0937.The horizontal coordinates were scaled from a topographic map and have
 CZ0937.an estimated accuracy of +/- 6 seconds.
 CZ0937
 CZ0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0937.The vertical order pertains to the NGVD 29 superseded value.
 CZ0937
 CZ0937.The geoid height was determined by GEOID03.
 CZ0937
 CZ0937;                    North         East    Units  Estimated Accuracy
 CZ0937;SPC AZ C     -   146,600.      208,290.      MT  (+/- 180 meters Scaled)
 CZ0937
 CZ0937                          SUPERSEDED SURVEY CONTROL
 CZ0937
 CZ0937  NGVD 29 (??/??/92)  540.956  (m)         1774.79   (f) ADJ UNCH    2 0
 CZ0937
 CZ0937.Superseded values are not recommended for survey control.
 CZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0937.See file dsdata.txt to determine how the superseded data were derived.
 CZ0937
 CZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA086765(NAD 83)
 CZ0937_MARKER: DB = BENCH MARK DISK
 CZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0937_STAMPING: B 311 1952
 CZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0937+STABILITY: SURFACE MOTION
 CZ0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0937+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ0937
 CZ0937  HISTORY     - Date     Condition        Report By
 CZ0937  HISTORY     - 1952     MONUMENTED       CGS
 CZ0937  HISTORY     - 20060310 GOOD             INDIV
 CZ0937  HISTORY     - 20060823 GOOD             TOHONO
 CZ0937
 CZ0937                          STATION DESCRIPTION
 CZ0937
 CZ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0937'4.0 MI E FROM SANTA ROSA.
 CZ0937'4 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0937'0.35 MILE WEST OF A POINT WHERE THE ROAD CROSSES AN EXTREAMLY LARGE
 CZ0937'CLEARING, 0.2 MILE NORTH OF THE SOUTH END OF THE CLEARING, ABOUT 100
 CZ0937'YARDS EAST OF THE CROSSING OF A SMALL WASH WHICH OUTLINES THE EAST
 CZ0937'EDGE OF THE CLEARING, 18 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0937'LEVEL WITH THE ROAD, 2.7 FEET EAST OF THE WITNESS POST, AND SET IN A
 CZ0937'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ0937
 CZ0937                          STATION RECOVERY (2006)
 CZ0937
 CZ0937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JB)
 CZ0937'RECOVERED AS DESCRIBED
 CZ0937
 CZ0937                          STATION RECOVERY (2006)
 CZ0937
 CZ0937'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ0937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0069 ***********************************************************************
 CH0069  DESIGNATION -  B 312
 CH0069  PID         -  CH0069
 CH0069  STATE/COUNTY-  AZ/PIMA
 CH0069  USGS QUAD   -  LUKEVILLE (1988)
 CH0069
 CH0069                         *CURRENT SURVEY CONTROL
 CH0069  ___________________________________________________________________
 CH0069* NAD 83(1986)-  31 57 38.     (N)    112 47 23.     (W)     SCALED    
 CH0069* NAVD 88     -       511.870  (meters)    1679.36   (feet)  ADJUSTED  
 CH0069  ___________________________________________________________________
 CH0069  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 CH0069  DYNAMIC HT  -         511.201 (meters)    1677.17  (feet)  COMP
 CH0069  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 CH0069
 CH0069  VERT ORDER  -  FIRST     CLASS II
 CH0069
 CH0069.The horizontal coordinates were scaled from a topographic map and have
 CH0069.an estimated accuracy of +/- 6 seconds.
 CH0069
 CH0069.The orthometric height was determined by differential leveling
 CH0069.and adjusted by the National Geodetic Survey in June 1991..
 CH0069
 CH0069.The geoid height was determined by GEOID03.
 CH0069
 CH0069.The dynamic height is computed by dividing the NAVD 88
 CH0069.geopotential number by the normal gravity value computed on the
 CH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0069.degrees latitude (g = 980.6199 gals.).
 CH0069
 CH0069.The modeled gravity was interpolated from observed gravity values.
 CH0069
 CH0069;                    North         East    Units  Estimated Accuracy
 CH0069;SPC AZ C     -   106,830.      130,830.      MT  (+/- 180 meters Scaled)
 CH0069
 CH0069                          SUPERSEDED SURVEY CONTROL
 CH0069
 CH0069  NGVD 29 (??/??/92)  511.121  (m)         1676.90   (f) ADJ UNCH    1 2
 CH0069
 CH0069.Superseded values are not recommended for survey control.
 CH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0069.See file dsdata.txt to determine how the superseded data were derived.
 CH0069
 CH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA308374(NAD 83)
 CH0069_MARKER: DB = BENCH MARK DISK
 CH0069_SETTING: 66 = SET IN ROCK OUTCROP
 CH0069_SP_SET: ROCK OUTCROP
 CH0069_STAMPING: B 312 1952
 CH0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0069+STABILITY: POSITION/ELEVATION WELL
 CH0069
 CH0069  HISTORY     - Date     Condition        Report By
 CH0069  HISTORY     - 1952     MONUMENTED       CGS
 CH0069  HISTORY     - 1953     GOOD             NGS
 CH0069  HISTORY     - 1981     GOOD             NGS
 CH0069  HISTORY     - 19970306 GOOD             USPSQD
 CH0069
 CH0069                          STATION DESCRIPTION
 CH0069
 CH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0069'6.15 MI N FROM LUKEVILLE.
 CH0069'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0069'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 0.95 MILE
 CH0069'NORTH ALONG THE OLD SONOYTA-AJO ROAD, AT A LOW ROCKY RIDGE WHERE THE
 CH0069'ROAD CROSSES A WASH, IN AND NEAR THE TOP OF A DARK ROCK OUTCROP, 67
 CH0069'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHWEST OF THE
 CH0069'CENTER OF THE WASH, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY
 CH0069'THE WHITE PAINTED LETTERS BM.
 CH0069
 CH0069                          STATION RECOVERY (1981)
 CH0069
 CH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0069'8.4 KM (5.2 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0069'IN LUKEVILLE, THENCE 1.5 KM (0.95 MI) NORTHEAST ALONG THE AJO MOUNTAIN
 CH0069'ROAD, AT A LOW ROCKY RIDGE WHERE THE ROAD CROSSES A SMALL WASH, SET IN
 CH0069'TOP OF A LARGE DARK COLORED ROCK OUTCROP, 20.6 M (67.5 FT) NORTHWEST
 CH0069'OF THE CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) SOUTHWEST OF THE
 CH0069'CENTERLINE OF THE WASH.
 CH0069'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CH0069'THE MARK IS 1.2 M ABOVE THE ROAD CENTERLINE.
 CH0069
 CH0069                          STATION RECOVERY (1997)
 CH0069
 CH0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0001 ***********************************************************************
 CG0001  DESIGNATION -  B 313
 CG0001  PID         -  CG0001
 CG0001  STATE/COUNTY-  AZ/PIMA
 CG0001  USGS QUAD   -  MESCAL (1983)
 CG0001
 CG0001                         *CURRENT SURVEY CONTROL
 CG0001  ___________________________________________________________________
 CG0001* NAD 83(1986)-  31 58 53.     (N)    110 29 41.     (W)     SCALED    
 CG0001* NAVD 88     -      1182.85   (+/-2cm)    3880.7    (feet)  VERTCON   
 CG0001  ___________________________________________________________________
 CG0001  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG0001
 CG0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0001
 CG0001.The horizontal coordinates were scaled from a topographic map and have
 CG0001.an estimated accuracy of +/- 6 seconds.
 CG0001
 CG0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0001.The vertical order pertains to the NGVD 29 superseded value.
 CG0001
 CG0001.The geoid height was determined by GEOID03.
 CG0001
 CG0001;                    North         East    Units  Estimated Accuracy
 CG0001;SPC AZ C     -   109,690.      347,740.      MT  (+/- 180 meters Scaled)
 CG0001
 CG0001                          SUPERSEDED SURVEY CONTROL
 CG0001
 CG0001  NGVD 29 (??/??/92) 1182.062  (m)         3878.15   (f) ADJ UNCH    1 2
 CG0001
 CG0001.Superseded values are not recommended for survey control.
 CG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0001.See file dsdata.txt to determine how the superseded data were derived.
 CG0001
 CG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA477384(NAD 83)
 CG0001_MARKER: DB = BENCH MARK DISK
 CG0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0001_SP_SET: CULVERT
 CG0001_STAMPING: B 313 1952
 CG0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0001
 CG0001  HISTORY     - Date     Condition        Report By
 CG0001  HISTORY     - 1952     MONUMENTED       CGS
 CG0001  HISTORY     - 1960     GOOD             NGS
 CG0001
 CG0001                          STATION DESCRIPTION
 CG0001
 CG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0001'3.7 MI W FROM MESCAL.
 CG0001'3.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 CG0001'STATION AT MESCAL, 0.15 MILE WEST OF MILE POLE 1020, AT AN ARCH
 CG0001'CULVERT 1019.87, SET IN THE TOP OF THE NORTH CONCRETE HEADWALL, 28.8
 CG0001'FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE
 CG0001'HEADWALL, 1.0 FOOT EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 5
 CG0001'FEET LOWER THAN THE TRACK.
 CG0001
 CG0001                          STATION RECOVERY (1960)
 CG0001
 CG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0414 ***********************************************************************
 ES0414  DESIGNATION -  B 314
 ES0414  PID         -  ES0414
 ES0414  STATE/COUNTY-  AZ/YAVAPAI
 ES0414  USGS QUAD   -  DUGAS (1967)
 ES0414
 ES0414                         *CURRENT SURVEY CONTROL
 ES0414  ___________________________________________________________________
 ES0414* NAD 83(1986)-  34 16 32.     (N)    111 56 50.     (W)     SCALED    
 ES0414* NAVD 88     -      1263.38   (+/-2cm)    4144.9    (feet)  VERTCON   
 ES0414  ___________________________________________________________________
 ES0414  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ES0414
 ES0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0414
 ES0414.The horizontal coordinates were scaled from a topographic map and have
 ES0414.an estimated accuracy of +/- 6 seconds.
 ES0414
 ES0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0414.The vertical order pertains to the NGVD 29 superseded value.
 ES0414
 ES0414.The geoid height was determined by GEOID03.
 ES0414
 ES0414;                    North         East    Units  Estimated Accuracy
 ES0414;SPC AZ C     -   363,220.      210,550.      MT  (+/- 180 meters Scaled)
 ES0414
 ES0414                          SUPERSEDED SURVEY CONTROL
 ES0414
 ES0414  NGVD 29 (??/??/92) 1262.663  (m)         4142.59   (f) ADJ UNCH    2 0
 ES0414
 ES0414.Superseded values are not recommended for survey control.
 ES0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0414.See file dsdata.txt to determine how the superseded data were derived.
 ES0414
 ES0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC128931(NAD 83)
 ES0414_MARKER: DB = BENCH MARK DISK
 ES0414_SETTING: 66 = SET IN ROCK OUTCROP
 ES0414_SP_SET: REDROCK
 ES0414_STAMPING: B 314 1952
 ES0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0414+STABILITY: POSITION/ELEVATION WELL
 ES0414
 ES0414  HISTORY     - Date     Condition        Report By
 ES0414  HISTORY     - 1952     MONUMENTED       CGS
 ES0414
 ES0414                          STATION DESCRIPTION
 ES0414
 ES0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0414'9.1 MI S FROM DUGAS.
 ES0414'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 7.1
 ES0414'MILES SOUTH ALONG A DIM TRACK ROAD, 0.45 MILE SOUTH OF THE
 ES0414'TONTO-PRESCOTT NATIONAL FORESTS BOUNDARY, 0.1 MILE WEST OF A DRY CREEK
 ES0414'BED CROSSSING, 0.05 MILE NORTHEAST OF THE TOP OF A GRADE, IN A LARGE
 ES0414'CONGLOMERATED BED ROCK IN A SMALL RAVINE, 40 FEET EAST OF THE CROSSING
 ES0414'OF THE RAVINE, 32 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 3 FEET
 ES0414'LOWER THAN THE ROAD, 6 FEET SOUTH OF THE CENTER LINE OF THE RAVINE,
 ES0414'AND 11.5 FEET NORTH OF THE WEST ONE OF A BUSHY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0092 ***********************************************************************
 CZ0092  DESIGNATION -  B 315
 CZ0092  PID         -  CZ0092
 CZ0092  STATE/COUNTY-  AZ/PIMA
 CZ0092  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0092
 CZ0092                         *CURRENT SURVEY CONTROL
 CZ0092  ___________________________________________________________________
 CZ0092* NAD 83(1986)-  32 08 02.     (N)    110 43 29.     (W)     SCALED    
 CZ0092* NAVD 88     -       883.34   (+/-2cm)    2898.1    (feet)  VERTCON   
 CZ0092  ___________________________________________________________________
 CZ0092  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CZ0092
 CZ0092  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0092
 CZ0092.The horizontal coordinates were scaled from a topographic map and have
 CZ0092.an estimated accuracy of +/- 6 seconds.
 CZ0092
 CZ0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0092.The vertical order pertains to the NGVD 29 superseded value.
 CZ0092
 CZ0092.The geoid height was determined by GEOID03.
 CZ0092
 CZ0092;                    North         East    Units  Estimated Accuracy
 CZ0092;SPC AZ C     -   126,330.      325,820.      MT  (+/- 180 meters Scaled)
 CZ0092
 CZ0092                          SUPERSEDED SURVEY CONTROL
 CZ0092
 CZ0092  NGVD 29 (??/??/92)  882.631  (m)         2895.77   (f) ADJ UNCH    1 2
 CZ0092
 CZ0092.Superseded values are not recommended for survey control.
 CZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0092.See file dsdata.txt to determine how the superseded data were derived.
 CZ0092
 CZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA259553(NAD 83)
 CZ0092_MARKER: DB = BENCH MARK DISK
 CZ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0092_STAMPING: B 315 1952
 CZ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0092+STABILITY: SURFACE MOTION
 CZ0092
 CZ0092  HISTORY     - Date     Condition        Report By
 CZ0092  HISTORY     - 1952     MONUMENTED       CGS
 CZ0092
 CZ0092                          STATION DESCRIPTION
 CZ0092
 CZ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0092'IN THUNDERHEAD RANCH.
 CZ0092'AT THE THUNDERHEAD RANCH AIRPORT, AT THE EAST END OF THE EAST-WEST
 CZ0092'RUNWAY, 144 FEET EAST OF THE EAST END OF THE USABLE RUNWAY, 2.6 FEET
 CZ0092'NORTHWEST OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF THE WITNESS POST,
 CZ0092'SET IN A CONCRETE POST PROJECTING 0.4 FOOT AND ABOUT LEVEL WITH THE
 CZ0092'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0301 ***********************************************************************
 ET0301  DESIGNATION -  B 316
 ET0301  PID         -  ET0301
 ET0301  STATE/COUNTY-  AZ/YAVAPAI
 ET0301  USGS QUAD   -  CLEATOR (1974)
 ET0301
 ET0301                         *CURRENT SURVEY CONTROL
 ET0301  ___________________________________________________________________
 ET0301* NAD 83(1986)-  34 22 27.     (N)    112 11 24.     (W)     SCALED    
 ET0301* NAVD 88     -      1254.05   (+/-2cm)    4114.3    (feet)  VERTCON   
 ET0301  ___________________________________________________________________
 ET0301  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 ET0301
 ET0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0301
 ET0301.The horizontal coordinates were scaled from a topographic map and have
 ET0301.an estimated accuracy of +/- 6 seconds.
 ET0301
 ET0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0301.The vertical order pertains to the NGVD 29 superseded value.
 ET0301
 ET0301.The geoid height was determined by GEOID03.
 ET0301
 ET0301;                    North         East    Units  Estimated Accuracy
 ET0301;SPC AZ C     -   374,190.      188,220.      MT  (+/- 180 meters Scaled)
 ET0301
 ET0301                          SUPERSEDED SURVEY CONTROL
 ET0301
 ET0301  NGVD 29 (??/??/92) 1253.307  (m)         4111.89   (f) ADJ UNCH    2 0
 ET0301
 ET0301.Superseded values are not recommended for survey control.
 ET0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0301.See file dsdata.txt to determine how the superseded data were derived.
 ET0301
 ET0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD905042(NAD 83)
 ET0301_MARKER: DB = BENCH MARK DISK
 ET0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0301_STAMPING: B 316 1952
 ET0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0301+STABILITY: SURFACE MOTION
 ET0301
 ET0301  HISTORY     - Date     Condition        Report By
 ET0301  HISTORY     - 1952     MONUMENTED       CGS
 ET0301  HISTORY     - 1974     GOOD             USGS
 ET0301
 ET0301                          STATION DESCRIPTION
 ET0301
 ET0301'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0301'3.7 MI SE FROM MAYER.
 ET0301'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0301'MAYER, 0.15 MILE EAST OF HIGHWAY CROSSING OF A BIG BUG CREEK AT A CUT,
 ET0301'ABOUT 220 FT. SOUTH OF THE HIGHWAY, 187 FEET SOUTHEAST OF A POWER LINE
 ET0301'POLE, 32 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD, SET IN THE TOP
 ET0301'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0057 ***********************************************************************
 CZ0057  DESIGNATION -  B 317
 CZ0057  PID         -  CZ0057
 CZ0057  STATE/COUNTY-  AZ/PIMA
 CZ0057  USGS QUAD   -  TUCSON (1992)
 CZ0057
 CZ0057                         *CURRENT SURVEY CONTROL
 CZ0057  ___________________________________________________________________
 CZ0057* NAD 83(1986)-  32 09 12.     (N)    110 54 00.     (W)     SCALED    
 CZ0057* NAVD 88     -       801.802  (meters)    2630.58   (feet)  ADJUSTED  
 CZ0057  ___________________________________________________________________
 CZ0057  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0057  DYNAMIC HT  -         800.676 (meters)    2626.88  (feet)  COMP
 CZ0057  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 CZ0057
 CZ0057  VERT ORDER  -  FIRST     CLASS II
 CZ0057
 CZ0057.The horizontal coordinates were scaled from a topographic map and have
 CZ0057.an estimated accuracy of +/- 6 seconds.
 CZ0057
 CZ0057.The orthometric height was determined by differential leveling
 CZ0057.and adjusted by the National Geodetic Survey in June 1991..
 CZ0057
 CZ0057.The geoid height was determined by GEOID03.
 CZ0057
 CZ0057.The dynamic height is computed by dividing the NAVD 88
 CZ0057.geopotential number by the normal gravity value computed on the
 CZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0057.degrees latitude (g = 980.6199 gals.).
 CZ0057
 CZ0057.The modeled gravity was interpolated from observed gravity values.
 CZ0057
 CZ0057;                    North         East    Units  Estimated Accuracy
 CZ0057;SPC AZ C     -   128,320.      309,260.      MT  (+/- 180 meters Scaled)
 CZ0057
 CZ0057                          SUPERSEDED SURVEY CONTROL
 CZ0057
 CZ0057  NGVD 29 (??/??/92)  801.247  (m)         2628.76   (f) ADJ UNCH    1 2
 CZ0057
 CZ0057.Superseded values are not recommended for survey control.
 CZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0057.See file dsdata.txt to determine how the superseded data were derived.
 CZ0057
 CZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA094574(NAD 83)
 CZ0057_MARKER: DB = BENCH MARK DISK
 CZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0057_STAMPING: B 317 1952
 CZ0057_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0057+STABILITY: SURFACE MOTION
 CZ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0057+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0057
 CZ0057  HISTORY     - Date     Condition        Report By
 CZ0057  HISTORY     - 1952     MONUMENTED       CGS
 CZ0057  HISTORY     - 1979     GOOD             NGS
 CZ0057  HISTORY     - 20060315 GOOD             USPSQD
 CZ0057
 CZ0057                          STATION DESCRIPTION
 CZ0057
 CZ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0057'6.9 MI SE FROM TUCSON.
 CZ0057'6.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0057'STATION AT TUCSON, 0.4 MILE NORTHWEST OF MILE POLE NUMBER 991, 86 FEET
 CZ0057'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 2.6 FEET
 CZ0057'NORTHEAST OF A FENCE, 2 FEET SOUTHWEST OF TELEGRAPH POLE NUMBER 10730,
 CZ0057'3.1 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0057'POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN
 CZ0057'THE TRACKS.
 CZ0057
 CZ0057                          STATION RECOVERY (1979)
 CZ0057
 CZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0057'6.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0057'STATION AT TUCSON, 183 FEET SOUTH OF THE SOUTH LEG OF THE FIFTH POWER
 CZ0057'LINE TOWER NORTHWEST OF THE CROSSING OF A POWER LINE, 152 FEET
 CZ0057'SOUTHWEST OF A CYCLONE FENCE AROUND A POWER AND ELECTRIC STORAGE
 CZ0057'YARD, 86.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 CZ0057'OF TRACKS AND 2.0 FEET SOUTHWEST OF CABLE POLE 10730.
 CZ0057'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ0057'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 CZ0057
 CZ0057                          STATION RECOVERY (2006)
 CZ0057
 CZ0057'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1351 ***********************************************************************
 CZ1351  DESIGNATION -  B 318
 CZ1351  PID         -  CZ1351
 CZ1351  STATE/COUNTY-  AZ/PIMA
 CZ1351  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1351
 CZ1351                         *CURRENT SURVEY CONTROL
 CZ1351  ___________________________________________________________________
 CZ1351* NAD 83(1986)-  32 30 00.     (N)    111 56 30.     (W)     SCALED    
 CZ1351* NAVD 88     -       494.36   (+/-2cm)    1621.9    (feet)  VERTCON   
 CZ1351  ___________________________________________________________________
 CZ1351  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ1351
 CZ1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1351
 CZ1351.The horizontal coordinates were scaled from a topographic map and have
 CZ1351.an estimated accuracy of +/- 6 seconds.
 CZ1351
 CZ1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1351.The vertical order pertains to the NGVD 29 superseded value.
 CZ1351
 CZ1351.The geoid height was determined by GEOID03.
 CZ1351
 CZ1351;                    North         East    Units  Estimated Accuracy
 CZ1351;SPC AZ C     -   166,310.      211,010.      MT  (+/- 180 meters Scaled)
 CZ1351
 CZ1351                          SUPERSEDED SURVEY CONTROL
 CZ1351
 CZ1351  NGVD 29 (??/??/92)  493.765  (m)         1619.96   (f) ADJ UNCH    2 0
 CZ1351
 CZ1351.Superseded values are not recommended for survey control.
 CZ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1351.See file dsdata.txt to determine how the superseded data were derived.
 CZ1351
 CZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA115962(NAD 83)
 CZ1351_MARKER: DB = BENCH MARK DISK
 CZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1351_STAMPING: B 318 1952
 CZ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1351+STABILITY: SURFACE MOTION
 CZ1351
 CZ1351  HISTORY     - Date     Condition        Report By
 CZ1351  HISTORY     - 1952     MONUMENTED       CGS
 CZ1351
 CZ1351                          STATION DESCRIPTION
 CZ1351
 CZ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1351'0.8 MI SE FROM KOMELIH.
 CZ1351'0.8 MILE SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ1351'ABOUT 90 YARDS NORTH OF THE BASE OF A MOUNTAIN, IN THE CROTCH OF THE Y
 CZ1351'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHEAST, 19 1/2 FEET NORTHEAST
 CZ1351'OF THE CENTER LINE OF A DIM TRACK ROAD, 16 1/2 FEET SOUTH OF THE
 CZ1351'CENTER LINE OF THE MAIN ROAD, 3.1 FEET WEST OF A WITNESS POST, AND SET
 CZ1351'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND,
 CZ1351'AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0068 ***********************************************************************
 DA0068  DESIGNATION -  B 319
 DA0068  PID         -  DA0068
 DA0068  STATE/COUNTY-  AZ/MARICOPA
 DA0068  USGS QUAD   -  KAKA NW (1986)
 DA0068
 DA0068                         *CURRENT SURVEY CONTROL
 DA0068  ___________________________________________________________________
 DA0068* NAD 83(1986)-  32 44 59.     (N)    112 26 34.     (W)     SCALED    
 DA0068* NAVD 88     -       733.75   (+/-2cm)    2407.3    (feet)  VERTCON   
 DA0068  ___________________________________________________________________
 DA0068  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0068
 DA0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0068
 DA0068.The horizontal coordinates were scaled from a topographic map and have
 DA0068.an estimated accuracy of +/- 6 seconds.
 DA0068
 DA0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0068.The vertical order pertains to the NGVD 29 superseded value.
 DA0068
 DA0068.The geoid height was determined by GEOID03.
 DA0068
 DA0068;                    North         East    Units  Estimated Accuracy
 DA0068;SPC AZ C     -   194,120.      164,060.      MT  (+/- 180 meters Scaled)
 DA0068
 DA0068                          SUPERSEDED SURVEY CONTROL
 DA0068
 DA0068  NGVD 29 (??/??/92)  733.039  (m)         2404.98   (f) ADJ UNCH    2 0
 DA0068
 DA0068.Superseded values are not recommended for survey control.
 DA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0068.See file dsdata.txt to determine how the superseded data were derived.
 DA0068
 DA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB648244(NAD 83)
 DA0068_MARKER: DB = BENCH MARK DISK
 DA0068_SETTING: 66 = SET IN ROCK OUTCROP
 DA0068_SP_SET: ROCK LEDGE
 DA0068_STAMPING: B 319 1952
 DA0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0068+STABILITY: POSITION/ELEVATION WELL
 DA0068
 DA0068  HISTORY     - Date     Condition        Report By
 DA0068  HISTORY     - 1952     MONUMENTED       CGS
 DA0068
 DA0068                          STATION DESCRIPTION
 DA0068
 DA0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0068'6.9 MI NW FROM STOUTS WELL.
 DA0068'6.9 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0068'AT A WELL AND CONCRETE WATER TANK, IN THE BASE OF A GRANITE ROCK LEDGE
 DA0068'FORMING THE NORTH BANK OF A WASH, 126 FEET WEST OF THE WELL, 12 1/2
 DA0068'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER
 DA0068'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0235 ***********************************************************************
 FQ0235  DESIGNATION -  B 32
 FQ0235  PID         -  FQ0235
 FQ0235  STATE/COUNTY-  AZ/COCONINO
 FQ0235  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0235
 FQ0235                         *CURRENT SURVEY CONTROL
 FQ0235  ___________________________________________________________________
 FQ0235* NAD 83(1986)-  35 01 29.     (N)    111 44 08.     (W)     SCALED    
 FQ0235* NAVD 88     -      1735.053  (meters)    5692.42   (feet)  ADJUSTED  
 FQ0235  ___________________________________________________________________
 FQ0235  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0235  DYNAMIC HT  -        1732.635 (meters)    5684.49  (feet)  COMP
 FQ0235  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 FQ0235
 FQ0235  VERT ORDER  -  FIRST     CLASS II
 FQ0235
 FQ0235.The horizontal coordinates were scaled from a topographic map and have
 FQ0235.an estimated accuracy of +/- 6 seconds.
 FQ0235
 FQ0235.The orthometric height was determined by differential leveling
 FQ0235.and adjusted by the National Geodetic Survey in June 1991..
 FQ0235
 FQ0235.The geoid height was determined by GEOID03.
 FQ0235
 FQ0235.The dynamic height is computed by dividing the NAVD 88
 FQ0235.geopotential number by the normal gravity value computed on the
 FQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0235.degrees latitude (g = 980.6199 gals.).
 FQ0235
 FQ0235.The modeled gravity was interpolated from observed gravity values.
 FQ0235
 FQ0235;                    North         East    Units  Estimated Accuracy
 FQ0235;SPC AZ C     -   446,330.      229,890.      MT  (+/- 180 meters Scaled)
 FQ0235
 FQ0235                          SUPERSEDED SURVEY CONTROL
 FQ0235
 FQ0235  NGVD 29 (??/??/92) 1734.076  (m)         5689.21   (f) ADJ UNCH    1 2
 FQ0235
 FQ0235.Superseded values are not recommended for survey control.
 FQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0235.See file dsdata.txt to determine how the superseded data were derived.
 FQ0235
 FQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD328760(NAD 83)
 FQ0235_MARKER: DB = BENCH MARK DISK
 FQ0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0235_SP_SET: RAILING
 FQ0235_STAMPING: 5689.214 B 32 1933
 FQ0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0235
 FQ0235  HISTORY     - Date     Condition        Report By
 FQ0235  HISTORY     - 1933     MONUMENTED       CGS
 FQ0235  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0235
 FQ0235                          STATION DESCRIPTION
 FQ0235
 FQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0235'14.1 MI N FROM SEDONA.
 FQ0235'ABOUT 14.1 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0235'COUNTY, AT THE BASE OF OAK CREEK HILL, AT THE SOUTH END OF A CONCRETE
 FQ0235'BRIDGE, ON THE EAST SIDE OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FQ0235'RAILING.  A STANDARD DISK, STAMPED 5689.214 B 32 1933.
 FQ0235
 FQ0235                          STATION RECOVERY (1982)
 FQ0235
 FQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0235'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0588 ***********************************************************************
 DA0588  DESIGNATION -  B 321
 DA0588  PID         -  DA0588
 DA0588  STATE/COUNTY-  AZ/MARICOPA
 DA0588  USGS QUAD   -  BLACK GAP (1986)
 DA0588
 DA0588                         *CURRENT SURVEY CONTROL
 DA0588  ___________________________________________________________________
 DA0588* NAD 83(1986)-  32 52 12.     (N)    112 46 54.     (W)     SCALED    
 DA0588* NAVD 88     -       259.96   (+/-2cm)     852.9    (feet)  VERTCON   
 DA0588  ___________________________________________________________________
 DA0588  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0588
 DA0588  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0588
 DA0588.The horizontal coordinates were scaled from a topographic map and have
 DA0588.an estimated accuracy of +/- 6 seconds.
 DA0588
 DA0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0588.The vertical order pertains to the NGVD 29 superseded value.
 DA0588
 DA0588.The geoid height was determined by GEOID03.
 DA0588
 DA0588;                    North         East    Units  Estimated Accuracy
 DA0588;SPC AZ C     -   207,670.      132,410.      MT  (+/- 180 meters Scaled)
 DA0588
 DA0588                          SUPERSEDED SURVEY CONTROL
 DA0588
 DA0588  NGVD 29 (??/??/92)  259.365  (m)          850.93   (f) ADJ UNCH    1 2
 DA0588
 DA0588.Superseded values are not recommended for survey control.
 DA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0588.See file dsdata.txt to determine how the superseded data were derived.
 DA0588
 DA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB333382(NAD 83)
 DA0588_MARKER: DB = BENCH MARK DISK
 DA0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0588_STAMPING: B 321 1952
 DA0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0588+STABILITY: SURFACE MOTION
 DA0588
 DA0588  HISTORY     - Date     Condition        Report By
 DA0588  HISTORY     - 1952     MONUMENTED       CGS
 DA0588  HISTORY     - 1953     GOOD             NGS
 DA0588
 DA0588                          STATION DESCRIPTION
 DA0588
 DA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0588'7.8 MI SW FROM GILA BEND.
 DA0588'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0588'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.2 MILES WEST ALONG A
 DA0588'GRAVELED ROAD LEADING TO AN AIR FIELD, 0.1 MILE EAST OF A SMALL WASH,
 DA0588'70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A
 DA0588'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0588'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1101 ***********************************************************************
 DA1101  DESIGNATION -  B 322
 DA1101  PID         -  DA1101
 DA1101  STATE/COUNTY-  AZ/YUMA
 DA1101  USGS QUAD   -  DATELAND (1982)
 DA1101
 DA1101                         *CURRENT SURVEY CONTROL
 DA1101  ___________________________________________________________________
 DA1101* NAD 83(1986)-  32 47 38.     (N)    113 32 43.     (W)     SCALED    
 DA1101* NAVD 88     -       135.081  (meters)     443.18   (feet)  ADJUSTED  
 DA1101  ___________________________________________________________________
 DA1101  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA1101  DYNAMIC HT  -         134.928 (meters)     442.68  (feet)  COMP
 DA1101  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DA1101
 DA1101  VERT ORDER  -  FIRST     CLASS II
 DA1101
 DA1101.The horizontal coordinates were scaled from a topographic map and have
 DA1101.an estimated accuracy of +/- 6 seconds.
 DA1101
 DA1101.The orthometric height was determined by differential leveling
 DA1101.and adjusted by the National Geodetic Survey in June 1991..
 DA1101
 DA1101.The geoid height was determined by GEOID03.
 DA1101
 DA1101.The dynamic height is computed by dividing the NAVD 88
 DA1101.geopotential number by the normal gravity value computed on the
 DA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1101.degrees latitude (g = 980.6199 gals.).
 DA1101
 DA1101.The modeled gravity was interpolated from observed gravity values.
 DA1101
 DA1101;                    North         East    Units  Estimated Accuracy
 DA1101;SPC AZ W     -   198,920.      232,540.      MT  (+/- 180 meters Scaled)
 DA1101
 DA1101                          SUPERSEDED SURVEY CONTROL
 DA1101
 DA1101  NGVD 29 (??/??/92)  134.504  (m)          441.29   (f) ADJ UNCH    1 2
 DA1101
 DA1101.Superseded values are not recommended for survey control.
 DA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1101.See file dsdata.txt to determine how the superseded data were derived.
 DA1101
 DA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB616313(NAD 83)
 DA1101_MARKER: DB = BENCH MARK DISK
 DA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1101_STAMPING: B 322 1952
 DA1101_MARK LOGO: CGS   
 DA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1101+STABILITY: SURFACE MOTION
 DA1101
 DA1101  HISTORY     - Date     Condition        Report By
 DA1101  HISTORY     - 1952     MONUMENTED       CGS
 DA1101  HISTORY     - 1981     GOOD             NGS
 DA1101  HISTORY     - 1981     GOOD             NGS
 DA1101
 DA1101                          STATION DESCRIPTION
 DA1101
 DA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1101'5.9 MI SW FROM AZTEC.
 DA1101'5.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1101'THE WATER TANK AT AZTEC, 0.2 MILES SOUTHWEST OF DATELAND, 126 FEET
 DA1101'SOUTH OF UNITED STATES HIGHWAY 80, 45 FEET NORTH OF THE NORTH RAIL OF
 DA1101'THE MAIN TRACK, 3.1 FEET SOUTHWEST OF MILEPOST 806, 2 FEET NORTHEAST
 DA1101'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 DA1101'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1101
 DA1101                          STATION RECOVERY (1981)
 DA1101
 DA1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1101'RECOVERED IN GOOD CONDITION.
 DA1101
 DA1101                          STATION RECOVERY (1981)
 DA1101
 DA1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1085 ***********************************************************************
 DA1085  DESIGNATION -  B 323
 DA1085  PID         -  DA1085
 DA1085  STATE/COUNTY-  AZ/YUMA
 DA1085  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1085
 DA1085                         *CURRENT SURVEY CONTROL
 DA1085  ___________________________________________________________________
 DA1085* NAD 83(1986)-  32 44 04.     (N)    113 42 09.     (W)     SCALED    
 DA1085* NAVD 88     -       122.140  (meters)     400.72   (feet)  ADJUSTED  
 DA1085  ___________________________________________________________________
 DA1085  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1085  DYNAMIC HT  -         122.002 (meters)     400.27  (feet)  COMP
 DA1085  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 DA1085
 DA1085  VERT ORDER  -  FIRST     CLASS II
 DA1085
 DA1085.The horizontal coordinates were scaled from a topographic map and have
 DA1085.an estimated accuracy of +/- 6 seconds.
 DA1085
 DA1085.The orthometric height was determined by differential leveling
 DA1085.and adjusted by the National Geodetic Survey in June 1991..
 DA1085
 DA1085.The geoid height was determined by GEOID03.
 DA1085
 DA1085.The dynamic height is computed by dividing the NAVD 88
 DA1085.geopotential number by the normal gravity value computed on the
 DA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1085.degrees latitude (g = 980.6199 gals.).
 DA1085
 DA1085.The modeled gravity was interpolated from observed gravity values.
 DA1085
 DA1085;                    North         East    Units  Estimated Accuracy
 DA1085;SPC AZ W     -   192,310.      217,810.      MT  (+/- 180 meters Scaled)
 DA1085
 DA1085                          SUPERSEDED SURVEY CONTROL
 DA1085
 DA1085  NGVD 29 (??/??/92)  121.515  (m)          398.67   (f) ADJ UNCH    1 2
 DA1085
 DA1085.Superseded values are not recommended for survey control.
 DA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1085.See file dsdata.txt to determine how the superseded data were derived.
 DA1085
 DA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB467250(NAD 83)
 DA1085_MARKER: DB = BENCH MARK DISK
 DA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1085_STAMPING: B 323 1952
 DA1085_MARK LOGO: CGS   
 DA1085_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1085+STABILITY: SURFACE MOTION
 DA1085
 DA1085  HISTORY     - Date     Condition        Report By
 DA1085  HISTORY     - 1952     MONUMENTED       CGS
 DA1085  HISTORY     - 1960     GOOD             NGS
 DA1085  HISTORY     - 1981     GOOD             NGS
 DA1085  HISTORY     - 1981     GOOD             NGS
 DA1085
 DA1085                          STATION DESCRIPTION
 DA1085
 DA1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1085'3.2 MI E FROM MOHAWK.
 DA1085'2.85 MILES EASTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.35 MILE
 DA1085'WEST ALONG THE HIGHWAY FROM HIGHWAY MILE POST 60 AND TRAVERSE STATION
 DA1085'KIM, 107 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48.3 FEET NORTH
 DA1085'FROM THE CENTER LINE OF THE RAILROAD TRACKS, 2 FEET EAST FROM RAILROAD
 DA1085'MILE POST 796.2 FEET WEST FROM A WHITE WOODEN WITNESS POST, SET IN THE
 DA1085'TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 DA1085
 DA1085                          STATION RECOVERY (1981)
 DA1085
 DA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1085'26.2 KM (16.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1085'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 796, 9.4 M (31.0 FT)
 DA1085'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 14.6 M (48.0 FT)
 DA1085'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 0.6 M (2.0 FT)
 DA1085'NORTHEAST OF THE MILEPOLE.
 DA1085'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1085'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1085
 DA1085                          STATION RECOVERY (1981)
 DA1085
 DA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1085'26.2 KM (16.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1085'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 796, 9.4 M (31.0 FT)
 DA1085'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 14.6 M (48.0 FT)
 DA1085'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 0.6 M (2.0 FT)
 DA1085'NORTHEAST OF THE MILEPOLE.
 DA1085'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1085'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0420 ***********************************************************************
 CY0420  DESIGNATION -  B 324
 CY0420  PID         -  CY0420
 CY0420  STATE/COUNTY-  AZ/COCHISE
 CY0420  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0420
 CY0420                         *CURRENT SURVEY CONTROL
 CY0420  ___________________________________________________________________
 CY0420* NAD 83(1986)-  32 20 24.     (N)    109 45 11.     (W)     SCALED    
 CY0420* NAVD 88     -      1333.051  (meters)    4373.52   (feet)  ADJUSTED  
 CY0420  ___________________________________________________________________
 CY0420  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0420  DYNAMIC HT  -        1331.068 (meters)    4367.01  (feet)  COMP
 CY0420  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 CY0420
 CY0420  VERT ORDER  -  FIRST     CLASS II
 CY0420
 CY0420.The horizontal coordinates were scaled from a topographic map and have
 CY0420.an estimated accuracy of +/- 6 seconds.
 CY0420
 CY0420.The orthometric height was determined by differential leveling
 CY0420.and adjusted by the National Geodetic Survey in June 1991..
 CY0420
 CY0420.The geoid height was determined by GEOID03.
 CY0420
 CY0420.The dynamic height is computed by dividing the NAVD 88
 CY0420.geopotential number by the normal gravity value computed on the
 CY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0420.degrees latitude (g = 980.6199 gals.).
 CY0420
 CY0420.The modeled gravity was interpolated from observed gravity values.
 CY0420
 CY0420;                    North         East    Units  Estimated Accuracy
 CY0420;SPC AZ E     -   148,640.      252,300.      MT  (+/- 180 meters Scaled)
 CY0420
 CY0420                          SUPERSEDED SURVEY CONTROL
 CY0420
 CY0420  NGVD 29 (??/??/92) 1332.274  (m)         4370.97   (f) ADJ UNCH    1 2
 CY0420
 CY0420.Superseded values are not recommended for survey control.
 CY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0420.See file dsdata.txt to determine how the superseded data were derived.
 CY0420
 CY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA173788(NAD 83)
 CY0420_MARKER: DB = BENCH MARK DISK
 CY0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0420_STAMPING: B 324 1952
 CY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0420+STABILITY: SURFACE MOTION
 CY0420
 CY0420  HISTORY     - Date     Condition        Report By
 CY0420  HISTORY     - 1952     MONUMENTED       CGS
 CY0420  HISTORY     - 1960     GOOD             NGS
 CY0420  HISTORY     - 1979     GOOD             NGS
 CY0420
 CY0420                          STATION DESCRIPTION
 CY0420
 CY0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0420'7.6 MI NE FROM WILLCOX.
 CY0420'7.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0420'THE STATION AT WILLCOX, AT RASO, 0.1 MILE SOUTHEAST OF STATE HIGHWAY
 CY0420'86, 220.0 FEET NORTHWEST OF THE STATION SIGN AT RASO, 185.0 FEET WEST
 CY0420'OF THE SOUTHWEST CORNER OF THE ABANDONED STATION BUILDING, 181 1/2
 CY0420'FEET NORTHWEST OF THE NORTHWEST RAIL, 50 1/2 FEET SOUTHEAST OF THE
 CY0420'CENTER LINE OF THE OLD HIGHWAY, 9 1/2 FEET SOUTHWEST OF THE CENTER
 CY0420'LINE OF A GATE, 3.2 FEET NORTHEAST OF A WITNESS POST, 1.8 FEET
 CY0420'NORTHWEST OF A FENCE, AND ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET IN
 CY0420'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CY0420'NOTE-- STATION SIGN AT RASO IS GONE.  STATION BUILDING AT RASO HAS
 CY0420'BEEN REMOVED.
 CY0420
 CY0420                          STATION RECOVERY (1960)
 CY0420
 CY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0420'RECOVERED IN GOOD CONDITION.
 CY0420
 CY0420                          STATION RECOVERY (1979)
 CY0420
 CY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0369 ***********************************************************************
 CY0369  DESIGNATION -  B 325
 CY0369  PID         -  CY0369
 CY0369  STATE/COUNTY-  AZ/COCHISE
 CY0369  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0369
 CY0369                         *CURRENT SURVEY CONTROL
 CY0369  ___________________________________________________________________
 CY0369* NAD 83(1986)-  32 07 47.     (N)    109 54 46.     (W)     SCALED    
 CY0369* NAVD 88     -      1269.50   (+/-2cm)    4165.0    (feet)  VERTCON   
 CY0369  ___________________________________________________________________
 CY0369  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0369
 CY0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0369
 CY0369.The horizontal coordinates were scaled from a topographic map and have
 CY0369.an estimated accuracy of +/- 6 seconds.
 CY0369
 CY0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0369.The vertical order pertains to the NGVD 29 superseded value.
 CY0369
 CY0369.The geoid height was determined by GEOID03.
 CY0369
 CY0369;                    North         East    Units  Estimated Accuracy
 CY0369;SPC AZ E     -   125,280.      237,320.      MT  (+/- 180 meters Scaled)
 CY0369
 CY0369                          SUPERSEDED SURVEY CONTROL
 CY0369
 CY0369  NGVD 29 (??/??/92) 1268.743  (m)         4162.53   (f) ADJ UNCH    1 2
 CY0369
 CY0369.Superseded values are not recommended for survey control.
 CY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0369.See file dsdata.txt to determine how the superseded data were derived.
 CY0369
 CY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA025553(NAD 83)
 CY0369_MARKER: DB = BENCH MARK DISK
 CY0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0369_STAMPING: B 325 1952
 CY0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0369+STABILITY: SURFACE MOTION
 CY0369
 CY0369  HISTORY     - Date     Condition        Report By
 CY0369  HISTORY     - 1952     MONUMENTED       CGS
 CY0369  HISTORY     - 1958     GOOD             NGS
 CY0369
 CY0369                          STATION DESCRIPTION
 CY0369
 CY0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0369'1.2 MI NE FROM COCHISE.
 CY0369'1.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0369'THE STATION AT COCHISE, 0.15 MILE NORTHEAST OF MILEPOLE NUMBER 1065,
 CY0369'AT SEMAPHORE NUMBER 1065.1, 79.0 FEET SOUTH ACROSS THE TRACKS FROM A
 CY0369'SEMAPHORE, 57.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40.1 FEET
 CY0369'NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 CY0369'1/2 FEET LOWER THAN THE TOP OF THE TRACKS, AND SET IN THE TOP OF A
 CY0369'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0369
 CY0369                          STATION RECOVERY (1958)
 CY0369
 CY0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0031 ***********************************************************************
 CG0031  DESIGNATION -  B 326
 CG0031  PID         -  CG0031
 CG0031  STATE/COUNTY-  AZ/COCHISE
 CG0031  USGS QUAD   -  SAINT DAVID (1973)
 CG0031
 CG0031                         *CURRENT SURVEY CONTROL
 CG0031  ___________________________________________________________________
 CG0031* NAD 83(1986)-  31 57 46.     (N)    110 12 27.     (W)     SCALED    
 CG0031* NAVD 88     -      1181.96   (+/-2cm)    3877.8    (feet)  VERTCON   
 CG0031  ___________________________________________________________________
 CG0031  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CG0031
 CG0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0031
 CG0031.The horizontal coordinates were scaled from a topographic map and have
 CG0031.an estimated accuracy of +/- 6 seconds.
 CG0031
 CG0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0031.The vertical order pertains to the NGVD 29 superseded value.
 CG0031
 CG0031.The geoid height was determined by GEOID03.
 CG0031
 CG0031;                    North         East    Units  Estimated Accuracy
 CG0031;SPC AZ E     -   106,740.      209,500.      MT  (+/- 180 meters Scaled)
 CG0031
 CG0031                          SUPERSEDED SURVEY CONTROL
 CG0031
 CG0031  NGVD 29 (??/??/92) 1181.147  (m)         3875.15   (f) ADJ UNCH    1 2
 CG0031
 CG0031.Superseded values are not recommended for survey control.
 CG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0031.See file dsdata.txt to determine how the superseded data were derived.
 CG0031
 CG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA748365(NAD 83)
 CG0031_MARKER: DB = BENCH MARK DISK
 CG0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0031_SP_SET: BRIDGE
 CG0031_STAMPING: B 326 1952
 CG0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0031
 CG0031  HISTORY     - Date     Condition        Report By
 CG0031  HISTORY     - 1952     MONUMENTED       CGS
 CG0031
 CG0031                          STATION DESCRIPTION
 CG0031
 CG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0031'6.2 MI E FROM BENSON.
 CG0031'6.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0031'STATION AT BENSON, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CG0031'CONCRETE HEADWALL OF BRIDGE NO. 1038.92 OVER A WASH, ABOUT 0.1 MILE
 CG0031'NORTHWEST OF MILEPOLE 1039, 309.5 FEET SOUTHEAST OF SEMAPHORES 10388
 CG0031'AND 10389, 11.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FOOT
 CG0031'SOUTHEAST OF THE NORTHWEST END OF A CONCRETE HEADWALL, ABOUT 3 FEET
 CG0031'LOWER THAN THE TOP OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0192 ***********************************************************************
 DU0192  DESIGNATION -  B 327
 DU0192  PID         -  DU0192
 DU0192  STATE/COUNTY-  AZ/GRAHAM
 DU0192  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU0192
 DU0192                         *CURRENT SURVEY CONTROL
 DU0192  ___________________________________________________________________
 DU0192* NAD 83(1986)-  33 15 16.     (N)    110 07 45.     (W)     SCALED    
 DU0192* NAVD 88     -      1223.657  (meters)    4014.61   (feet)  ADJUSTED  
 DU0192  ___________________________________________________________________
 DU0192  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DU0192  DYNAMIC HT  -        1221.928 (meters)    4008.94  (feet)  COMP
 DU0192  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 DU0192
 DU0192  VERT ORDER  -  SECOND    CLASS 0
 DU0192
 DU0192.The horizontal coordinates were scaled from a topographic map and have
 DU0192.an estimated accuracy of +/- 6 seconds.
 DU0192
 DU0192.The orthometric height was determined by differential leveling
 DU0192.and adjusted by the National Geodetic Survey in June 1991..
 DU0192
 DU0192.The geoid height was determined by GEOID03.
 DU0192
 DU0192.The dynamic height is computed by dividing the NAVD 88
 DU0192.geopotential number by the normal gravity value computed on the
 DU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0192.degrees latitude (g = 980.6199 gals.).
 DU0192
 DU0192.The modeled gravity was interpolated from observed gravity values.
 DU0192
 DU0192;                    North         East    Units  Estimated Accuracy
 DU0192;SPC AZ E     -   249,970.      216,850.      MT  (+/- 180 meters Scaled)
 DU0192
 DU0192                          SUPERSEDED SURVEY CONTROL
 DU0192
 DU0192  NGVD 29 (??/??/92) 1223.018  (m)         4012.52   (f) ADJ UNCH    2 0
 DU0192
 DU0192.Superseded values are not recommended for survey control.
 DU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0192.See file dsdata.txt to determine how the superseded data were derived.
 DU0192
 DU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB811798(NAD 83)
 DU0192_MARKER: DB = BENCH MARK DISK
 DU0192_SETTING: 66 = SET IN ROCK OUTCROP
 DU0192_SP_SET: BEDROCK
 DU0192_STAMPING: B 327 1952
 DU0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0192+STABILITY: POSITION/ELEVATION WELL
 DU0192
 DU0192  HISTORY     - Date     Condition        Report By
 DU0192  HISTORY     - 1952     MONUMENTED       CGS
 DU0192
 DU0192                          STATION DESCRIPTION
 DU0192
 DU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0192'7.0 MI NE FROM CALVA.
 DU0192'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0192'COMPANY RAILROAD STATION AT CALVA, THENCE 6.5 MILES NORTHEAST ALONG
 DU0192'THE CALVA - ASH CREEK ROAD, ON THE WEST SLOPE OF A GRADE, ON THE
 DU0192'OUTSIDE OF A CURVE, SET IN THE TOP OF A WHITE SANDSTONE BEDROCK,
 DU0192'PROJECTING 1 FOOT ABOVE THE GROUND, 22 FEET NORTH OF THE CENTER LINE
 DU0192'OF THE ROAD, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0385 ***********************************************************************
 ES0385  DESIGNATION -  B 329
 ES0385  PID         -  ES0385
 ES0385  STATE/COUNTY-  AZ/YAVAPAI
 ES0385  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0385
 ES0385                         *CURRENT SURVEY CONTROL
 ES0385  ___________________________________________________________________
 ES0385* NAD 83(1986)-  34 20 57.     (N)    111 41 52.     (W)     SCALED    
 ES0385* NAVD 88     -       822.14   (+/-2cm)    2697.3    (feet)  VERTCON   
 ES0385  ___________________________________________________________________
 ES0385  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ES0385
 ES0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0385
 ES0385.The horizontal coordinates were scaled from a topographic map and have
 ES0385.an estimated accuracy of +/- 6 seconds.
 ES0385
 ES0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0385.The vertical order pertains to the NGVD 29 superseded value.
 ES0385
 ES0385.The geoid height was determined by GEOID03.
 ES0385
 ES0385;                    North         East    Units  Estimated Accuracy
 ES0385;SPC AZ C     -   371,400.      233,500.      MT  (+/- 180 meters Scaled)
 ES0385
 ES0385                          SUPERSEDED SURVEY CONTROL
 ES0385
 ES0385  NGVD 29 (??/??/92)  821.443  (m)         2695.02   (f) ADJ UNCH    2 0
 ES0385
 ES0385.Superseded values are not recommended for survey control.
 ES0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0385.See file dsdata.txt to determine how the superseded data were derived.
 ES0385
 ES0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD358010(NAD 83)
 ES0385_MARKER: DB = BENCH MARK DISK
 ES0385_SETTING: 66 = SET IN ROCK OUTCROP
 ES0385_SP_SET: ROCK OUTCROP
 ES0385_STAMPING: B 329 1952
 ES0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0385+STABILITY: POSITION/ELEVATION WELL
 ES0385
 ES0385  HISTORY     - Date     Condition        Report By
 ES0385  HISTORY     - 1952     MONUMENTED       CGS
 ES0385
 ES0385                          STATION DESCRIPTION
 ES0385
 ES0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0385'0.9 MI E FROM VERDE HOT SPRINGS.
 ES0385'0.9 MILE EAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS HOTEL,
 ES0385'ABOUT 0.05 MILE SOUTHEAST OF A ROAD LEADING TO THE POWER PLANT IN
 ES0385'VERDE HOT SPRINGS, 113 FEET EAST OF THE EAST CORNER OF A LARGE POWER
 ES0385'TRANSMITTING STATION (SLOPING DISTANCE), 94 FEET NORTHWEST OF A CATTLE
 ES0385'GUARD, 27 FEET NORTHEAST OF THE CENTER LINE AND ABOUT 7 FEET HIGHER
 ES0385'THAN THE ROAD (SLOPING DISTANCE), AND IN A 2-FOOT BY 2-FOOT BROWN ROCK
 ES0385'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1806 ***********************************************************************
 DV1806  DESIGNATION -  B 33 A
 DV1806  PID         -  DV1806
 DV1806  STATE/COUNTY-  AZ/MARICOPA
 DV1806  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1806
 DV1806                         *CURRENT SURVEY CONTROL
 DV1806  ___________________________________________________________________
 DV1806* NAD 83(1986)-  33 40 09.     (N)    112 07 50.     (W)     SCALED    
 DV1806* NAVD 88     -       413.807  (meters)    1357.63   (feet)  ADJUSTED  
 DV1806  ___________________________________________________________________
 DV1806  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DV1806  DYNAMIC HT  -         413.324 (meters)    1356.05  (feet)  COMP
 DV1806  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 DV1806
 DV1806  VERT ORDER  -  SECOND    CLASS I
 DV1806
 DV1806.The horizontal coordinates were scaled from a topographic map and have
 DV1806.an estimated accuracy of +/- 6 seconds.
 DV1806
 DV1806.The orthometric height was determined by differential leveling
 DV1806.and adjusted by the National Geodetic Survey in November 1993..
 DV1806
 DV1806.The geoid height was determined by GEOID03.
 DV1806
 DV1806.The dynamic height is computed by dividing the NAVD 88
 DV1806.geopotential number by the normal gravity value computed on the
 DV1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1806.degrees latitude (g = 980.6199 gals.).
 DV1806
 DV1806.The modeled gravity was interpolated from observed gravity values.
 DV1806
 DV1806;                    North         East    Units  Estimated Accuracy
 DV1806;SPC AZ C     -   295,980.      193,530.      MT  (+/- 180 meters Scaled)
 DV1806
 DV1806                          SUPERSEDED SURVEY CONTROL
 DV1806
 DV1806.No superseded survey control is available for this station.
 DV1806
 DV1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC951260(NAD 83)
 DV1806_MARKER: DD = SURVEY DISK
 DV1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1806_SP_SET: CONCRETE POST
 DV1806_MARK LOGO: AZ0370
 DV1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1806+STABILITY: SURFACE MOTION
 DV1806
 DV1806  HISTORY     - Date     Condition        Report By
 DV1806  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1806  HISTORY     - 1984     GOOD             AZDT
 DV1806
 DV1806                          STATION DESCRIPTION
 DV1806
 DV1806'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1806'IN PHOENIX.
 DV1806'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1806'TRAVEL WEST ALONG BEARDSLY ROAD FOR 1.61 KM (1.0 MI) TO 33RD AVENUE
 DV1806'AND BEARDSLY ROAD AND THE MARK AT THE INTERSECTION, A CITY OF PHOENIX
 DV1806'BRASS CAP IN A CONCRETE POST FLUSH WITH THE ASPHALT, 23.96 METERS
 DV1806'(78.60 FT) SOUTHEAST OF LIGHT POLE 24167, AND 17.74 METERS (58.20 FT)
 DV1806'NORTHEAST OF FIRE HYDRANT ON SOUTHWEST CORNER.  NOTE--THE MARK IS NOT
 DV1806'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0400 ***********************************************************************
 ES0400  DESIGNATION -  B 330
 ES0400  PID         -  ES0400
 ES0400  STATE/COUNTY-  AZ/YAVAPAI
 ES0400  USGS QUAD   -  ARNOLD MESA (1967)
 ES0400
 ES0400                         *CURRENT SURVEY CONTROL
 ES0400  ___________________________________________________________________
 ES0400* NAD 83(1986)-  34 24 37.     (N)    111 58 35.     (W)     SCALED    
 ES0400* NAVD 88     -      1276.72   (+/-2cm)    4188.7    (feet)  VERTCON   
 ES0400  ___________________________________________________________________
 ES0400  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ES0400
 ES0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0400
 ES0400.The horizontal coordinates were scaled from a topographic map and have
 ES0400.an estimated accuracy of +/- 6 seconds.
 ES0400
 ES0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0400.The vertical order pertains to the NGVD 29 superseded value.
 ES0400
 ES0400.The geoid height was determined by GEOID03.
 ES0400
 ES0400;                    North         East    Units  Estimated Accuracy
 ES0400;SPC AZ C     -   378,160.      207,870.      MT  (+/- 180 meters Scaled)
 ES0400
 ES0400                          SUPERSEDED SURVEY CONTROL
 ES0400
 ES0400  NGVD 29 (??/??/92) 1275.970  (m)         4186.24   (f) ADJ UNCH    2 0
 ES0400
 ES0400.Superseded values are not recommended for survey control.
 ES0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0400.See file dsdata.txt to determine how the superseded data were derived.
 ES0400
 ES0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD102080(NAD 83)
 ES0400_MARKER: DB = BENCH MARK DISK
 ES0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0400_STAMPING: B 330 1952
 ES0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0400+STABILITY: SURFACE MOTION
 ES0400
 ES0400  HISTORY     - Date     Condition        Report By
 ES0400  HISTORY     - 1952     MONUMENTED       CGS
 ES0400
 ES0400                          STATION DESCRIPTION
 ES0400
 ES0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0400'4.0 MI NW FROM DUGAS.
 ES0400'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0400'3.4 MILES NORTH ALONG A DIM TRACK ROAD, IN A VALLEY BETWEEN TWO HILLS,
 ES0400'ON THE EAST SLOPE OF A GRASS COVERED HILL, 0.5 MILE NORTH OF A WIRE
 ES0400'GATE ACROSS THE ROAD, ABOUT 150 YARDS EAST OF THE EAST BASE OF A LONE
 ES0400'ROUND HILL, 20 FEET WEST OF THE CENTER LINE AND ABOUT 2 FEET HIGHER
 ES0400'THAN THE ROAD, 3.6 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF
 ES0400'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0292 ***********************************************************************
 CY0292  DESIGNATION -  B 331
 CY0292  PID         -  CY0292
 CY0292  STATE/COUNTY-  AZ/COCHISE
 CY0292  USGS QUAD   -  OLGA (1974)
 CY0292
 CY0292                         *CURRENT SURVEY CONTROL
 CY0292  ___________________________________________________________________
 CY0292* NAD 83(1986)-  32 18 07.     (N)    109 22 15.     (W)     SCALED    
 CY0292* NAVD 88     -      1110.353  (meters)    3642.88   (feet)  ADJUSTED  
 CY0292  ___________________________________________________________________
 CY0292  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0292  DYNAMIC HT  -        1108.722 (meters)    3637.53  (feet)  COMP
 CY0292  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 CY0292
 CY0292  VERT ORDER  -  FIRST     CLASS II
 CY0292
 CY0292.The horizontal coordinates were scaled from a topographic map and have
 CY0292.an estimated accuracy of +/- 6 seconds.
 CY0292
 CY0292.The orthometric height was determined by differential leveling
 CY0292.and adjusted by the National Geodetic Survey in June 1991..
 CY0292
 CY0292.The geoid height was determined by GEOID03.
 CY0292
 CY0292.The dynamic height is computed by dividing the NAVD 88
 CY0292.geopotential number by the normal gravity value computed on the
 CY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0292.degrees latitude (g = 980.6199 gals.).
 CY0292
 CY0292.The modeled gravity was interpolated from observed gravity values.
 CY0292
 CY0292;                    North         East    Units  Estimated Accuracy
 CY0292;SPC AZ E     -   144,620.      288,310.      MT  (+/- 180 meters Scaled)
 CY0292
 CY0292                          SUPERSEDED SURVEY CONTROL
 CY0292
 CY0292  NGVD 29 (??/??/92) 1109.876  (m)         3641.32   (f) ADJ UNCH    1 2
 CY0292
 CY0292.Superseded values are not recommended for survey control.
 CY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0292.See file dsdata.txt to determine how the superseded data were derived.
 CY0292
 CY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA533750(NAD 83)
 CY0292_MARKER: DB = BENCH MARK DISK
 CY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0292_STAMPING: B 331 1952
 CY0292_PROJECTION: PROJECTING 18 CENTIMETERS
 CY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0292+STABILITY: SURFACE MOTION
 CY0292
 CY0292  HISTORY     - Date     Condition        Report By
 CY0292  HISTORY     - 1953     MONUMENTED       CGS
 CY0292  HISTORY     - 1953     GOOD             NGS
 CY0292  HISTORY     - 1979     GOOD             NGS
 CY0292
 CY0292                          STATION DESCRIPTION
 CY0292
 CY0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0292'7.05 MI E FROM BOWIE.
 CY0292'7.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0292'AT BOWIE, 1.5 MILES WEST OF THE STATION SIGN AT OLGA, 0.45 MILE EAST
 CY0292'OF MILEPOST 1105, 102 FEET SOUTH OF THE SOUTH RAIL, 98 FEET NORTH OF
 CY0292'THE CENTER LINE OF STATE HIGHWAY 86, 4.3 FEET SOUTHEAST OF A VERTICAL
 CY0292'RAIL, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CY0292'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0292
 CY0292                          STATION RECOVERY (1979)
 CY0292
 CY0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0292'11.3 KILOMETERS (7.1 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0292'FROM THE STATION AT BOWIE, 0.8 KILOMETER (0.5 MILE) EAST OF MILE
 CY0292'POST 1105, 31.0 METERS (102 FEET) SOUTH OF THE SOUTH RAIL, 28.9 METERS
 CY0292'(95 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND 22.8
 CY0292'METERS (75 FEET) SOUTHWEST OF THE SECOND TELEPHONE POLE EAST OF A
 CY0292'RAILROAD SIGNAL LIGHT.  THE MARK IS LEVEL WITH THE FRONTAGE ROAD.
 CY0292'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0292'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0530 ***********************************************************************
 DA0530  DESIGNATION -  B 332
 DA0530  PID         -  DA0530
 DA0530  STATE/COUNTY-  AZ/MARICOPA
 DA0530  USGS QUAD   -  MIDWAY (1986)
 DA0530
 DA0530                         *CURRENT SURVEY CONTROL
 DA0530  ___________________________________________________________________
 DA0530* NAD 83(1986)-  32 39 20.     (N)    112 51 15.     (W)     SCALED    
 DA0530* NAVD 88     -       346.950  (meters)    1138.29   (feet)  ADJUSTED  
 DA0530  ___________________________________________________________________
 DA0530  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DA0530  DYNAMIC HT  -         346.528 (meters)    1136.90  (feet)  COMP
 DA0530  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 DA0530
 DA0530  VERT ORDER  -  FIRST     CLASS II
 DA0530
 DA0530.The horizontal coordinates were scaled from a topographic map and have
 DA0530.an estimated accuracy of +/- 6 seconds.
 DA0530
 DA0530.The orthometric height was determined by differential leveling
 DA0530.and adjusted by the National Geodetic Survey in June 1991..
 DA0530
 DA0530.The geoid height was determined by GEOID03.
 DA0530
 DA0530.The dynamic height is computed by dividing the NAVD 88
 DA0530.geopotential number by the normal gravity value computed on the
 DA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0530.degrees latitude (g = 980.6199 gals.).
 DA0530
 DA0530.The modeled gravity was interpolated from observed gravity values.
 DA0530
 DA0530;                    North         East    Units  Estimated Accuracy
 DA0530;SPC AZ C     -   183,940.      125,420.      MT  (+/- 180 meters Scaled)
 DA0530
 DA0530                          SUPERSEDED SURVEY CONTROL
 DA0530
 DA0530  NGVD 29 (??/??/92)  346.310  (m)         1136.19   (f) ADJ UNCH    1 2
 DA0530
 DA0530.Superseded values are not recommended for survey control.
 DA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0530.See file dsdata.txt to determine how the superseded data were derived.
 DA0530
 DA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261146(NAD 83)
 DA0530_MARKER: DB = BENCH MARK DISK
 DA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0530_STAMPING: B 332 1953
 DA0530_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0530+STABILITY: SURFACE MOTION
 DA0530
 DA0530  HISTORY     - Date     Condition        Report By
 DA0530  HISTORY     - 1953     MONUMENTED       CGS
 DA0530  HISTORY     - 1980     GOOD             NGS
 DA0530
 DA0530                          STATION DESCRIPTION
 DA0530
 DA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0530'21.5 MI N FROM AJO.
 DA0530'21.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0530'FROM THE STATION AT AJO, 21.9 MILES SOUTH OF GILA BEND, 3 POLES SOUTH
 DA0530'OF MILEPOLE 22, 95.3 FEET WEST OF THE WEST RAIL, 5 FEET NORTH OF A
 DA0530'TELEPHONE POLE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 DA0530'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0530'FOOT ABOVE THE GROUND.
 DA0530
 DA0530                          STATION RECOVERY (1980)
 DA0530
 DA0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0530'35.3 KM (21.95 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0530'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, ALSO 35.4 KM (22.0
 DA0530'MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILWAY FROM
 DA0530'THE MARTIN AVENUE CROSSING IN GILA BEND, 3 POLES SOUTH OF RAILWAY
 DA0530'MILEPOLE 22, SET IN LINE WITH A ROW OF IRON TELEGRAPH POLES, 29.0
 DA0530'METERS (95.3 FT) WEST OF THE WEST RAIL OF THE TRACKS, 67.4 METERS
 DA0530'(221 FT) EAST OF THE CENTERLINE OF A DIRT ROAD, 1.5 METERS (5.0 FT)
 DA0530'NORTH OF THE TELEGRAPH POLE.
 DA0530'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 DA0530'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0315 ***********************************************************************
 DA0315  DESIGNATION -  B 333
 DA0315  PID         -  DA0315
 DA0315  STATE/COUNTY-  AZ/PIMA
 DA0315  USGS QUAD   -  AJO NORTH (1990)
 DA0315
 DA0315                         *CURRENT SURVEY CONTROL
 DA0315  ___________________________________________________________________
 DA0315* NAD 83(1986)-  32 24 08.     (N)    112 51 13.     (W)     SCALED    
 DA0315* NAVD 88     -       494.413  (meters)    1622.09   (feet)  ADJUSTED  
 DA0315  ___________________________________________________________________
 DA0315  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0315  DYNAMIC HT  -         493.786 (meters)    1620.03  (feet)  COMP
 DA0315  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 DA0315
 DA0315  VERT ORDER  -  FIRST     CLASS II
 DA0315
 DA0315.The horizontal coordinates were scaled from a topographic map and have
 DA0315.an estimated accuracy of +/- 6 seconds.
 DA0315
 DA0315.The orthometric height was determined by differential leveling
 DA0315.and adjusted by the National Geodetic Survey in June 1991..
 DA0315
 DA0315.The geoid height was determined by GEOID03.
 DA0315
 DA0315.The dynamic height is computed by dividing the NAVD 88
 DA0315.geopotential number by the normal gravity value computed on the
 DA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0315.degrees latitude (g = 980.6199 gals.).
 DA0315
 DA0315.The modeled gravity was interpolated from observed gravity values.
 DA0315
 DA0315;                    North         East    Units  Estimated Accuracy
 DA0315;SPC AZ C     -   155,850.      125,220.      MT  (+/- 180 meters Scaled)
 DA0315
 DA0315                          SUPERSEDED SURVEY CONTROL
 DA0315
 DA0315  NGVD 29 (??/??/92)  493.728  (m)         1619.84   (f) ADJ UNCH    1 2
 DA0315
 DA0315.Superseded values are not recommended for survey control.
 DA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0315.See file dsdata.txt to determine how the superseded data were derived.
 DA0315
 DA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA256865(NAD 83)
 DA0315_MARKER: DB = BENCH MARK DISK
 DA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0315_STAMPING: B 333 1953
 DA0315_PROJECTION: FLUSH
 DA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0315+STABILITY: SURFACE MOTION
 DA0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0315+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0315
 DA0315  HISTORY     - Date     Condition        Report By
 DA0315  HISTORY     - 1953     MONUMENTED       CGS
 DA0315  HISTORY     - 1980     GOOD             NGS
 DA0315  HISTORY     - 20060218 GOOD             USPSQD
 DA0315
 DA0315                          STATION DESCRIPTION
 DA0315
 DA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0315'2.1 MI N FROM AJO.
 DA0315'2.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0315'THE STATION AT AJO, 0.5 MILE SOUTH OF MILEPOLE 41, 63.1 FEET EAST OF
 DA0315'THE EAST RAIL, 25 1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 9.5
 DA0315'FEET WEST OF THE CENTER OF THE WEST ONE OF TWO 20-INCH WATER PIPE
 DA0315'LINES, 3 1/2 FEET SOUTH OF POWER LINE POLE 45, IN LINE WITH A ROW OF
 DA0315'POLES, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 DA0315'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0315'THE GROUND.
 DA0315
 DA0315                          STATION RECOVERY (1980)
 DA0315
 DA0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0315'3.7 KM (2.3 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0315'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.6 KM (0.4 MI)
 DA0315'SOUTHWEST OF RAILWAY MILEPOST 41, AT A CATTLE GUARD IN THE DIRT ROAD
 DA0315'PARALLELING THE TRACKS, SET IN LINE WITH A ROW OF POWER POLES, 19.2
 DA0315'METERS (63.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 23.8
 DA0315'METERS (78.0 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE AT
 DA0315'THE CATTLE GUARD, 10.4 METERS (33.5 FT) SOUTHEAST OF THE CENTERLINE
 DA0315'OF THE DIRT ROAD, 1.1 METERS (3.5 FT) SOUTHWEST OF POWER POLE NUMBER
 DA0315'53.
 DA0315'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0315'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0315
 DA0315                          STATION RECOVERY (2006)
 DA0315
 DA0315'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0194 ***********************************************************************
 CG0194  DESIGNATION -  B 335
 CG0194  PID         -  CG0194
 CG0194  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0194  USGS QUAD   -  RIO RICO (1981)
 CG0194
 CG0194                         *CURRENT SURVEY CONTROL
 CG0194  ___________________________________________________________________
 CG0194* NAD 83(1986)-  31 26 29.     (N)    110 57 51.     (W)     SCALED    
 CG0194* NAVD 88     -      1062.90   (+/-2cm)    3487.2    (feet)  VERTCON   
 CG0194  ___________________________________________________________________
 CG0194  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0194
 CG0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0194
 CG0194.The horizontal coordinates were scaled from a topographic map and have
 CG0194.an estimated accuracy of +/- 6 seconds.
 CG0194
 CG0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0194.The vertical order pertains to the NGVD 29 superseded value.
 CG0194
 CG0194.The geoid height was determined by GEOID03.
 CG0194
 CG0194;                    North         East    Units  Estimated Accuracy
 CG0194;SPC AZ C     -    49,330.      303,900.      MT  (+/- 180 meters Scaled)
 CG0194
 CG0194                          SUPERSEDED SURVEY CONTROL
 CG0194
 CG0194  NGVD 29 (??/??/92) 1062.048  (m)         3484.40   (f) ADJ UNCH    1 2
 CG0194
 CG0194.Superseded values are not recommended for survey control.
 CG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0194.See file dsdata.txt to determine how the superseded data were derived.
 CG0194
 CG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV034785(NAD 83)
 CG0194_MARKER: DB = BENCH MARK DISK
 CG0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0194_SP_SET: ABUTMENT
 CG0194_STAMPING: B 335 1954
 CG0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0194
 CG0194  HISTORY     - Date     Condition        Report By
 CG0194  HISTORY     - 1954     MONUMENTED       CGS
 CG0194
 CG0194                          STATION DESCRIPTION
 CG0194
 CG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0194'8.35 MI N FROM NOGALES.
 CG0194'8.35 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0194'STATION AT NOGALES, AT BRIDGE 1041.45, IN THE TOP OF THE WEST END OF
 CG0194'THE SOUTH CONCRETE ABUTMENT, 5.4 FEET WEST OF THE WEST RAIL, AND ABOUT
 CG0194'1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0471 ***********************************************************************
 DA0471  DESIGNATION -  B 336
 DA0471  PID         -  DA0471
 DA0471  STATE/COUNTY-  AZ/PIMA
 DA0471  USGS QUAD   -  AJO NORTH (1990)
 DA0471
 DA0471                         *CURRENT SURVEY CONTROL
 DA0471  ___________________________________________________________________
 DA0471* NAD 83(1986)-  32 22 31.     (N)    112 48 46.     (W)     SCALED    
 DA0471* NAVD 88     -       496.045  (meters)    1627.44   (feet)  ADJUSTED  
 DA0471  ___________________________________________________________________
 DA0471  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0471  DYNAMIC HT  -         495.409 (meters)    1625.35  (feet)  COMP
 DA0471  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 DA0471
 DA0471  VERT ORDER  -  FIRST     CLASS II
 DA0471
 DA0471.The horizontal coordinates were scaled from a topographic map and have
 DA0471.an estimated accuracy of +/- 6 seconds.
 DA0471
 DA0471.The orthometric height was determined by differential leveling
 DA0471.and adjusted by the National Geodetic Survey in June 1991..
 DA0471
 DA0471.The geoid height was determined by GEOID03.
 DA0471
 DA0471.The dynamic height is computed by dividing the NAVD 88
 DA0471.geopotential number by the normal gravity value computed on the
 DA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0471.degrees latitude (g = 980.6199 gals.).
 DA0471
 DA0471.The modeled gravity was interpolated from observed gravity values.
 DA0471
 DA0471;                    North         East    Units  Estimated Accuracy
 DA0471;SPC AZ C     -   152,830.      129,040.      MT  (+/- 180 meters Scaled)
 DA0471
 DA0471                          SUPERSEDED SURVEY CONTROL
 DA0471
 DA0471  NGVD 29 (??/??/92)  495.364  (m)         1625.21   (f) ADJ UNCH    1 2
 DA0471
 DA0471.Superseded values are not recommended for survey control.
 DA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0471.See file dsdata.txt to determine how the superseded data were derived.
 DA0471
 DA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294834(NAD 83)
 DA0471_MARKER: DB = BENCH MARK DISK
 DA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0471_STAMPING: B 336 1961
 DA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0471+STABILITY: SURFACE MOTION
 DA0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0471+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0471
 DA0471  HISTORY     - Date     Condition        Report By
 DA0471  HISTORY     - 1961     MONUMENTED       CGS
 DA0471  HISTORY     - 1981     GOOD             NGS
 DA0471  HISTORY     - 20060218 GOOD             USPSQD
 DA0471
 DA0471                          STATION DESCRIPTION
 DA0471
 DA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0471'3.35 MI E FROM AJO.
 DA0471'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0471'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0471'STATE HIGHWAY 85.  THENCE 1.8 MILES EAST ALONG A DIRT ROAD WHICH
 DA0471'FOLLOWS A PIPE LINE.  0.6 MILE EAST OF A STEEL FRAMED GATE ACROSS THE
 DA0471'ROAD, 76 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF
 DA0471'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 DA0471'A CONCRETE POST PROJECTING 1 INCH.
 DA0471
 DA0471                          STATION RECOVERY (1981)
 DA0471
 DA0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0471'RECOVERED IN GOOD CONDITION.
 DA0471
 DA0471                          STATION RECOVERY (2006)
 DA0471
 DA0471'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0471'RECOVERED AS DESCRIBED. WITNESS POST BROKEN OFF.  GPS N32.22.45.2
 DA0471'W112.47.49.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0234 ***********************************************************************
 DA0234  DESIGNATION -  B 337
 DA0234  PID         -  DA0234
 DA0234  STATE/COUNTY-  AZ/PIMA
 DA0234  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0234
 DA0234                         *CURRENT SURVEY CONTROL
 DA0234  ___________________________________________________________________
 DA0234* NAD 83(1986)-  32 28 10.     (N)    112 16 33.     (W)     SCALED    
 DA0234* NAVD 88     -       667.24   (+/-2cm)    2189.1    (feet)  VERTCON   
 DA0234  ___________________________________________________________________
 DA0234  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0234
 DA0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0234
 DA0234.The horizontal coordinates were scaled from a topographic map and have
 DA0234.an estimated accuracy of +/- 6 seconds.
 DA0234
 DA0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0234.The vertical order pertains to the NGVD 29 superseded value.
 DA0234
 DA0234.The geoid height was determined by GEOID03.
 DA0234
 DA0234;                    North         East    Units  Estimated Accuracy
 DA0234;SPC AZ C     -   162,980.      179,600.      MT  (+/- 180 meters Scaled)
 DA0234
 DA0234                          SUPERSEDED SURVEY CONTROL
 DA0234
 DA0234  NGVD 29 (??/??/92)  666.553  (m)         2186.85   (f) ADJ UNCH    2 0
 DA0234
 DA0234.Superseded values are not recommended for survey control.
 DA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0234.See file dsdata.txt to determine how the superseded data were derived.
 DA0234
 DA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA801931(NAD 83)
 DA0234_MARKER: DB = BENCH MARK DISK
 DA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0234_STAMPING: B 337 1961
 DA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0234+STABILITY: SURFACE MOTION
 DA0234
 DA0234  HISTORY     - Date     Condition        Report By
 DA0234  HISTORY     - 1961     MONUMENTED       CGS
 DA0234
 DA0234                          STATION DESCRIPTION
 DA0234
 DA0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0234'2.0 MI W FROM VENTANA.
 DA0234'ABOUT 2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0234'VENTANA, 77 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH
 DA0234'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 DA0234'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0457 ***********************************************************************
 DA0457  DESIGNATION -  B 338
 DA0457  PID         -  DA0457
 DA0457  STATE/COUNTY-  AZ/PIMA
 DA0457  USGS QUAD   -  GUNSIGHT (1990)
 DA0457
 DA0457                         *CURRENT SURVEY CONTROL
 DA0457  ___________________________________________________________________
 DA0457* NAD 83(1986)-  32 07 51.     (N)    112 38 28.     (W)     SCALED    
 DA0457* NAVD 88     -       677.97   (+/-2cm)    2224.3    (feet)  VERTCON   
 DA0457  ___________________________________________________________________
 DA0457  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0457
 DA0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0457
 DA0457.The horizontal coordinates were scaled from a topographic map and have
 DA0457.an estimated accuracy of +/- 6 seconds.
 DA0457
 DA0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0457.The vertical order pertains to the NGVD 29 superseded value.
 DA0457
 DA0457.The geoid height was determined by GEOID03.
 DA0457
 DA0457;                    North         East    Units  Estimated Accuracy
 DA0457;SPC AZ C     -   125,600.      145,010.      MT  (+/- 180 meters Scaled)
 DA0457
 DA0457                          SUPERSEDED SURVEY CONTROL
 DA0457
 DA0457  NGVD 29 (??/??/92)  677.220  (m)         2221.85   (f) ADJ UNCH    2 0
 DA0457
 DA0457.Superseded values are not recommended for survey control.
 DA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0457.See file dsdata.txt to determine how the superseded data were derived.
 DA0457
 DA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA452561(NAD 83)
 DA0457_MARKER: DB = BENCH MARK DISK
 DA0457_SETTING: 80 = SET IN A BOULDER
 DA0457_SP_SET: BOULDER
 DA0457_STAMPING: B 338 1961
 DA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0457+STABILITY: SURFACE MOTION
 DA0457
 DA0457  HISTORY     - Date     Condition        Report By
 DA0457  HISTORY     - 1961     MONUMENTED       CGS
 DA0457
 DA0457                          STATION DESCRIPTION
 DA0457
 DA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0457'23.45 MI SE FROM AJO.
 DA0457'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0457'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0457'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0457'THENCE 6.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, SET IN THE TOP
 DA0457'OF A BOULDER WHICH PROJECTS 14 INCHES, 25 FEET EAST OF THE CENTER LINE
 DA0457'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0266 ***********************************************************************
 DA0266  DESIGNATION -  B 339
 DA0266  PID         -  DA0266
 DA0266  STATE/COUNTY-  AZ/PIMA
 DA0266  USGS QUAD   -  PISINIMO (1990)
 DA0266
 DA0266                         *CURRENT SURVEY CONTROL
 DA0266  ___________________________________________________________________
 DA0266* NAD 83(1986)-  32 02 00.     (N)    112 18 46.     (W)     SCALED    
 DA0266* NAVD 88     -       578.75   (+/-2cm)    1898.8    (feet)  VERTCON   
 DA0266  ___________________________________________________________________
 DA0266  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0266
 DA0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0266
 DA0266.The horizontal coordinates were scaled from a topographic map and have
 DA0266.an estimated accuracy of +/- 6 seconds.
 DA0266
 DA0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0266.The vertical order pertains to the NGVD 29 superseded value.
 DA0266
 DA0266.The geoid height was determined by GEOID03.
 DA0266
 DA0266;                    North         East    Units  Estimated Accuracy
 DA0266;SPC AZ C     -   114,630.      175,950.      MT  (+/- 180 meters Scaled)
 DA0266
 DA0266                          SUPERSEDED SURVEY CONTROL
 DA0266
 DA0266  NGVD 29 (??/??/92)  578.068  (m)         1896.54   (f) ADJ UNCH    2 0
 DA0266
 DA0266.Superseded values are not recommended for survey control.
 DA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0266.See file dsdata.txt to determine how the superseded data were derived.
 DA0266
 DA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA760448(NAD 83)
 DA0266_MARKER: DB = BENCH MARK DISK
 DA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0266_STAMPING: B 339 1961
 DA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0266+STABILITY: SURFACE MOTION
 DA0266
 DA0266  HISTORY     - Date     Condition        Report By
 DA0266  HISTORY     - 1961     MONUMENTED       CGS
 DA0266
 DA0266                          STATION DESCRIPTION
 DA0266
 DA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0266'0.35 MI SE FROM PISINIMO.
 DA0266'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0266'PISINIMO, AN INDIAN VILLAGE.  61 FEET NORTHEAST OF THE CENTER OF THE
 DA0266'JUNCTION OF THE DIRT ROAD AND A GRAVELED ROAD, 49 FEET EAST OF THE
 DA0266'CENTER LINE OF THE GRAVELED ROAD, 49 FEET NORTHEAST OF THE DIRT ROAD,
 DA0266'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DA0266'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- THIS
 DA0266'MARK IS 0.5 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0266'WHICH PROJECTS 16 FEET AND IS NUMBERED 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0318 ***********************************************************************
 FP0318  DESIGNATION -  B 34
 FP0318  PID         -  FP0318
 FP0318  STATE/COUNTY-  AZ/APACHE
 FP0318  USGS QUAD   -  GANADO (1973)
 FP0318
 FP0318                         *CURRENT SURVEY CONTROL
 FP0318  ___________________________________________________________________
 FP0318* NAD 83(1986)-  35 42 53.     (N)    109 33 43.     (W)     SCALED    
 FP0318* NAVD 88     -      1936.732  (meters)    6354.09   (feet)  ADJUSTED  
 FP0318  ___________________________________________________________________
 FP0318  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0318  DYNAMIC HT  -        1934.099 (meters)    6345.46  (feet)  COMP
 FP0318  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 FP0318
 FP0318  VERT ORDER  -  FIRST     CLASS II
 FP0318
 FP0318.The horizontal coordinates were scaled from a topographic map and have
 FP0318.an estimated accuracy of +/- 6 seconds.
 FP0318
 FP0318.The orthometric height was determined by differential leveling
 FP0318.and adjusted by the National Geodetic Survey in June 1991..
 FP0318
 FP0318.The geoid height was determined by GEOID03.
 FP0318
 FP0318.The dynamic height is computed by dividing the NAVD 88
 FP0318.geopotential number by the normal gravity value computed on the
 FP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0318.degrees latitude (g = 980.6199 gals.).
 FP0318
 FP0318.The modeled gravity was interpolated from observed gravity values.
 FP0318
 FP0318;                    North         East    Units  Estimated Accuracy
 FP0318;SPC AZ E     -   523,030.      268,080.      MT  (+/- 180 meters Scaled)
 FP0318
 FP0318                          SUPERSEDED SURVEY CONTROL
 FP0318
 FP0318  NGVD 29 (??/??/92) 1935.773  (m)         6350.95   (f) ADJ UNCH    1 2
 FP0318
 FP0318.Superseded values are not recommended for survey control.
 FP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0318.See file dsdata.txt to determine how the superseded data were derived.
 FP0318
 FP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE300532(NAD 83)
 FP0318_MARKER: DB = BENCH MARK DISK
 FP0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0318_STAMPING: 6350.949 B 34 1933
 FP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0318+STABILITY: SURFACE MOTION
 FP0318
 FP0318  HISTORY     - Date     Condition        Report By
 FP0318  HISTORY     - 1933     MONUMENTED       CGS
 FP0318  HISTORY     - 1934     GOOD             NGS
 FP0318  HISTORY     - 1973     MARK NOT FOUND   USGS
 FP0318
 FP0318                          STATION DESCRIPTION
 FP0318
 FP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0318'0.4 MI NW FROM GANADO.
 FP0318'0.4 MILE NORTHWEST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 FP0318'OFFICE AT GANADO, APACHE COUNTY, NEAR THE MIDDLE OF A LONG CURVE
 FP0318'AROUND A KNOLL NORTH OF THE ROAD, 26 FEET SOUTH OF THE CENTERLINE OF
 FP0318'THE ROAD, 4 FEET SOUTH OF THE FIRST POLE EAST OF A POLE GUYED TO THE
 FP0318'SOUTH, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FP0318'6350.949 B 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 FP0318'INCHES ABOVE GROUND.  NOTE-- CONSTRUCTION OF STATE HIGHWAY 264 MAY
 FP0318'HAVE LOST THE MARK.
 FP0318
 FP0318                          STATION RECOVERY (1973)
 FP0318
 FP0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FP0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0118 ***********************************************************************
 FR0118  DESIGNATION -  B 340
 FR0118  PID         -  FR0118
 FR0118  STATE/COUNTY-  AZ/YAVAPAI
 FR0118  USGS QUAD   -  ASH FORK (1979)
 FR0118
 FR0118                         *CURRENT SURVEY CONTROL
 FR0118  ___________________________________________________________________
 FR0118* NAD 83(1986)-  35 13 12.     (N)    112 27 08.     (W)     SCALED    
 FR0118* NAVD 88     -      1590.381  (meters)    5217.77   (feet)  POSTED    
 FR0118  ___________________________________________________________________
 FR0118  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 FR0118  DYNAMIC HT  -        1588.280 (meters)    5210.88  (feet)  COMP
 FR0118  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 FR0118
 FR0118  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0118
 FR0118.The horizontal coordinates were scaled from a topographic map and have
 FR0118.an estimated accuracy of +/- 6 seconds.
 FR0118
 FR0118.The orthometric height was determined by differential leveling
 FR0118.and adjusted by the National Geodetic Survey in 1992..
 FR0118.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0118.rate of 2.1 thru 3.0 mm/km.
 FR0118
 FR0118.The geoid height was determined by GEOID03.
 FR0118
 FR0118.The dynamic height is computed by dividing the NAVD 88
 FR0118.geopotential number by the normal gravity value computed on the
 FR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0118.degrees latitude (g = 980.6199 gals.).
 FR0118
 FR0118.The modeled gravity was interpolated from observed gravity values.
 FR0118
 FR0118;                    North         East    Units  Estimated Accuracy
 FR0118;SPC AZ C     -   468,110.      164,610.      MT  (+/- 180 meters Scaled)
 FR0118
 FR0118                          SUPERSEDED SURVEY CONTROL
 FR0118
 FR0118  NGVD 29 (??/??/92) 1589.510  (m)         5214.92   (f) ADJ UNCH    2 0
 FR0118
 FR0118.Superseded values are not recommended for survey control.
 FR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0118.See file dsdata.txt to determine how the superseded data were derived.
 FR0118
 FR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD678984(NAD 83)
 FR0118_MARKER: DB = BENCH MARK DISK
 FR0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0118_SP_SET: BRIDGE
 FR0118_STAMPING: B 340 1958
 FR0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0118
 FR0118  HISTORY     - Date     Condition        Report By
 FR0118  HISTORY     - 1958     MONUMENTED       CGS
 FR0118  HISTORY     - 1974     GOOD             USGS
 FR0118  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0118
 FR0118                          STATION DESCRIPTION
 FR0118
 FR0118'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0118'1.75 MI E FROM ASHFORK.
 FR0118'1.75 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0118'POST OFFICE IN ASH FORK TO A CONCRETE BRIDGE, ON THE NORTH SIDE OF THE
 FR0118'WEST BOUND LANE, ONE FOOT FROM THE EAST END OF THE NORTH ABUTMENT OF
 FR0118'THE BRIDGE, SET IN A DRILL HOLE IN THE BRIDGE A STANDARD C AND GS
 FR0118'TABLET STAMPED B340 1958.
 FR0118
 FR0118                          STATION RECOVERY (1982)
 FR0118
 FR0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0118'NOT RECOVERED, BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0011 ***********************************************************************
 CH0011  DESIGNATION -  B 340
 CH0011  PID         -  CH0011
 CH0011  STATE/COUNTY-  AZ/PIMA
 CH0011  USGS QUAD   -  BAILEY PEAK (1988)
 CH0011
 CH0011                         *CURRENT SURVEY CONTROL
 CH0011  ___________________________________________________________________
 CH0011* NAD 83(1986)-  31 47 40.     (N)    112 23 02.     (W)     SCALED    
 CH0011* NAVD 88     -       519.62   (+/-2cm)    1704.8    (feet)  VERTCON   
 CH0011  ___________________________________________________________________
 CH0011  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CH0011
 CH0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0011
 CH0011.The horizontal coordinates were scaled from a topographic map and have
 CH0011.an estimated accuracy of +/- 6 seconds.
 CH0011
 CH0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0011.The vertical order pertains to the NGVD 29 superseded value.
 CH0011
 CH0011.The geoid height was determined by GEOID03.
 CH0011
 CH0011;                    North         East    Units  Estimated Accuracy
 CH0011;SPC AZ C     -    88,170.      169,120.      MT  (+/- 180 meters Scaled)
 CH0011
 CH0011                          SUPERSEDED SURVEY CONTROL
 CH0011
 CH0011  NGVD 29 (??/??/92)  518.918  (m)         1702.48   (f) ADJ UNCH    2 0
 CH0011
 CH0011.Superseded values are not recommended for survey control.
 CH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0011.See file dsdata.txt to determine how the superseded data were derived.
 CH0011
 CH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA689184(NAD 83)
 CH0011_MARKER: DB = BENCH MARK DISK
 CH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0011_STAMPING: B 340 1961
 CH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0011+STABILITY: SURFACE MOTION
 CH0011
 CH0011  HISTORY     - Date     Condition        Report By
 CH0011  HISTORY     - 1961     MONUMENTED       CGS
 CH0011
 CH0011                          STATION DESCRIPTION
 CH0011
 CH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0011'6.85 MI W FROM PAPAGO FARMS.
 CH0011'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0011'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0011'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0011'ROAD.  THENCE 0.55 MILE WEST ALONG A TRAIL ROAD.  0.9 MILE EAST OF A
 CH0011'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0011'NUMBERED 57, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN A SMALL
 CH0011'CLEARING, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0011'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0151 ***********************************************************************
 FR0151  DESIGNATION -  B 341
 FR0151  PID         -  FR0151
 FR0151  STATE/COUNTY-  AZ/COCONINO
 FR0151  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0151
 FR0151                         *CURRENT SURVEY CONTROL
 FR0151  ___________________________________________________________________
 FR0151* NAD 83(1986)-  35 15 27.     (N)    112 08 01.     (W)     SCALED    
 FR0151* NAVD 88     -      2118.925  (meters)    6951.84   (feet)  ADJUSTED  
 FR0151  ___________________________________________________________________
 FR0151  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0151  DYNAMIC HT  -        2115.934 (meters)    6942.03  (feet)  COMP
 FR0151  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FR0151
 FR0151  VERT ORDER  -  FIRST     CLASS II
 FR0151
 FR0151.The horizontal coordinates were scaled from a topographic map and have
 FR0151.an estimated accuracy of +/- 6 seconds.
 FR0151
 FR0151.The orthometric height was determined by differential leveling
 FR0151.and adjusted by the National Geodetic Survey in June 1991..
 FR0151
 FR0151.The geoid height was determined by GEOID03.
 FR0151
 FR0151.The dynamic height is computed by dividing the NAVD 88
 FR0151.geopotential number by the normal gravity value computed on the
 FR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0151.degrees latitude (g = 980.6199 gals.).
 FR0151
 FR0151.The modeled gravity was interpolated from observed gravity values.
 FR0151
 FR0151;                    North         East    Units  Estimated Accuracy
 FR0151;SPC AZ C     -   472,160.      193,620.      MT  (+/- 180 meters Scaled)
 FR0151
 FR0151                          SUPERSEDED SURVEY CONTROL
 FR0151
 FR0151  NGVD 29 (??/??/92) 2117.923  (m)         6948.55   (f) ADJ UNCH    1 2
 FR0151
 FR0151.Superseded values are not recommended for survey control.
 FR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0151.See file dsdata.txt to determine how the superseded data were derived.
 FR0151
 FR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE968021(NAD 83)
 FR0151_MARKER: DB = BENCH MARK DISK
 FR0151_SETTING: 80 = SET IN A BOULDER
 FR0151_SP_SET: BOULDER
 FR0151_STAMPING: B 341 1958
 FR0151_MARK LOGO: CGS   
 FR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0151+STABILITY: SURFACE MOTION
 FR0151
 FR0151  HISTORY     - Date     Condition        Report By
 FR0151  HISTORY     - 1958     MONUMENTED       CGS
 FR0151  HISTORY     - 1982     GOOD             NGS
 FR0151
 FR0151                          STATION DESCRIPTION
 FR0151
 FR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0151'2.7 MI E FROM WILLIAMS.
 FR0151'3.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0151'WILLIAMS, 0.25 MILE EAST OF MILEPOST NUMBER 186, 80.6 FEET SOUTH OF
 FR0151'THE CENTER OF THE HIGHWAY, 13 FEET SOUTH OF THE FENCE, 3 FEET NORTH OF
 FR0151'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0151'18 INCHES.
 FR0151
 FR0151                          STATION RECOVERY (1982)
 FR0151
 FR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0151'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0151'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 1.9 KM (1.2 MI) EAST
 FR0151'ALONG INTERSTATE HIGHWAY 40, IN TOP OF A 2 BY 3 FOOT BOULDER
 FR0151'PROJECTING 1 FOOT ABOVE THE GROUND, ON TOP OF A SMALL KNOLL SURROUNDED
 FR0151'BY PINES, 27.4 METERS (90 FT) SOUTH OF THE CENTERLINE OF THE EAST
 FR0151'BOUND TRAFFIC LANES, 18.2 METERS (60 FT) NORTH OF THE RIGHT-OF-WAY
 FR0151'FENCE.
 FR0151'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 FR0151'THE MARK IS 3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0013 ***********************************************************************
 CH0013  DESIGNATION -  B 341
 CH0013  PID         -  CH0013
 CH0013  STATE/COUNTY-  AZ/PIMA
 CH0013  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0013
 CH0013                         *CURRENT SURVEY CONTROL
 CH0013  ___________________________________________________________________
 CH0013* NAD 83(1986)-  31 48 24.     (N)    112 21 28.     (W)     SCALED    
 CH0013* NAVD 88     -       528.81   (+/-2cm)    1734.9    (feet)  VERTCON   
 CH0013  ___________________________________________________________________
 CH0013  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CH0013
 CH0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0013
 CH0013.The horizontal coordinates were scaled from a topographic map and have
 CH0013.an estimated accuracy of +/- 6 seconds.
 CH0013
 CH0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0013.The vertical order pertains to the NGVD 29 superseded value.
 CH0013
 CH0013.The geoid height was determined by GEOID03.
 CH0013
 CH0013;                    North         East    Units  Estimated Accuracy
 CH0013;SPC AZ C     -    89,520.      171,600.      MT  (+/- 180 meters Scaled)
 CH0013
 CH0013                          SUPERSEDED SURVEY CONTROL
 CH0013
 CH0013  NGVD 29 (??/??/92)  528.119  (m)         1732.67   (f) ADJ UNCH    2 0
 CH0013
 CH0013.Superseded values are not recommended for survey control.
 CH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0013.See file dsdata.txt to determine how the superseded data were derived.
 CH0013
 CH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA714198(NAD 83)
 CH0013_MARKER: DB = BENCH MARK DISK
 CH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0013_STAMPING: B 341 1961
 CH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0013+STABILITY: SURFACE MOTION
 CH0013
 CH0013  HISTORY     - Date     Condition        Report By
 CH0013  HISTORY     - 1961     MONUMENTED       CGS
 CH0013
 CH0013                          STATION DESCRIPTION
 CH0013
 CH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0013'4.85 MI W FROM PAPAGO FARMS.
 CH0013'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0013'PAPAGO FARMS, THENCE 3.25 MILES WEST ALONG A TRAIL ROAD.  1.0 MILE
 CH0013'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANKS, 0.5 MILE
 CH0013'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0013'FEET AND IS NUMBERED 58, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CH0013'ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0013'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0206 ***********************************************************************
 FQ0206  DESIGNATION -  B 342
 FQ0206  PID         -  FQ0206
 FQ0206  STATE/COUNTY-  AZ/COCONINO
 FQ0206  USGS QUAD   -  BABBITT WASH (1983)
 FQ0206
 FQ0206                         *CURRENT SURVEY CONTROL
 FQ0206  ___________________________________________________________________
 FQ0206* NAD 83(1986)-  35 07 38.     (N)    111 10 51.     (W)     SCALED    
 FQ0206* NAVD 88     -      1745.407  (meters)    5726.39   (feet)  ADJUSTED  
 FQ0206  ___________________________________________________________________
 FQ0206  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0206  DYNAMIC HT  -        1743.032 (meters)    5718.60  (feet)  COMP
 FQ0206  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 FQ0206
 FQ0206  VERT ORDER  -  SECOND    CLASS 0
 FQ0206
 FQ0206.The horizontal coordinates were scaled from a topographic map and have
 FQ0206.an estimated accuracy of +/- 6 seconds.
 FQ0206
 FQ0206.The orthometric height was determined by differential leveling
 FQ0206.and adjusted by the National Geodetic Survey in June 1991..
 FQ0206
 FQ0206.The geoid height was determined by GEOID03.
 FQ0206
 FQ0206.The dynamic height is computed by dividing the NAVD 88
 FQ0206.geopotential number by the normal gravity value computed on the
 FQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0206.degrees latitude (g = 980.6199 gals.).
 FQ0206
 FQ0206.The modeled gravity was interpolated from observed gravity values.
 FQ0206
 FQ0206;                    North         East    Units  Estimated Accuracy
 FQ0206;SPC AZ C     -   457,940.      280,420.      MT  (+/- 180 meters Scaled)
 FQ0206
 FQ0206                          SUPERSEDED SURVEY CONTROL
 FQ0206
 FQ0206  NGVD 29 (??/??/92) 1744.508  (m)         5723.44   (f) ADJ UNCH    2 0
 FQ0206
 FQ0206.Superseded values are not recommended for survey control.
 FQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0206.See file dsdata.txt to determine how the superseded data were derived.
 FQ0206
 FQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD835871(NAD 83)
 FQ0206_MARKER: DB = BENCH MARK DISK
 FQ0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0206_SP_SET: CATTLE GUARD
 FQ0206_STAMPING: B 342 1958
 FQ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0206
 FQ0206  HISTORY     - Date     Condition        Report By
 FQ0206  HISTORY     - 1958     MONUMENTED       CGS
 FQ0206  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0206
 FQ0206                          STATION DESCRIPTION
 FQ0206
 FQ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0206'29.1 MI W FROM WINSLOW.
 FQ0206'29.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0206'0.4 MILE WEST OF MILEPOST NUMBER 245, SET IN THE WEST HEADWALL OF A
 FQ0206'CATTLE GUARD, 9 FEET WEST OF THE ROAD LEADING TO THE STATE ANTELOPE
 FQ0206'AND BUFFALO RANGE, CEMENTED IN A DRILL HOLE IN THE CATTLE GUARD 6
 FQ0206'INCHES SOUTH OF THE NORTH END.
 FQ0206
 FQ0206                          STATION RECOVERY (1983)
 FQ0206
 FQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0027 ***********************************************************************
 CH0027  DESIGNATION -  B 342
 CH0027  PID         -  CH0027
 CH0027  STATE/COUNTY-  AZ/PIMA
 CH0027  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0027
 CH0027                         *CURRENT SURVEY CONTROL
 CH0027  ___________________________________________________________________
 CH0027* NAD 83(1986)-  31 48 12.     (N)    112 09 42.     (W)     SCALED    
 CH0027* NAVD 88     -       584.10   (+/-2cm)    1916.3    (feet)  VERTCON   
 CH0027  ___________________________________________________________________
 CH0027  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CH0027
 CH0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0027
 CH0027.The horizontal coordinates were scaled from a topographic map and have
 CH0027.an estimated accuracy of +/- 6 seconds.
 CH0027
 CH0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0027.The vertical order pertains to the NGVD 29 superseded value.
 CH0027
 CH0027.The geoid height was determined by GEOID03.
 CH0027
 CH0027;                    North         East    Units  Estimated Accuracy
 CH0027;SPC AZ C     -    89,090.      190,160.      MT  (+/- 180 meters Scaled)
 CH0027
 CH0027                          SUPERSEDED SURVEY CONTROL
 CH0027
 CH0027  NGVD 29 (??/??/92)  583.414  (m)         1914.08   (f) ADJ UNCH    2 0
 CH0027
 CH0027.Superseded values are not recommended for survey control.
 CH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0027.See file dsdata.txt to determine how the superseded data were derived.
 CH0027
 CH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA900192(NAD 83)
 CH0027_MARKER: DB = BENCH MARK DISK
 CH0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0027_STAMPING: B 342 1961
 CH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0027+STABILITY: SURFACE MOTION
 CH0027
 CH0027  HISTORY     - Date     Condition        Report By
 CH0027  HISTORY     - 1961     MONUMENTED       CGS
 CH0027
 CH0027                          STATION DESCRIPTION
 CH0027
 CH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0027'3.7 MI SW FROM KOTS KUG.
 CH0027'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0027'STONE WATER TANK AT KOTS KUG, AND INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0027'EAST ALONG A GRADED DIRT ROAD.  THENCE 0.85 MILE SOUTHEAST ALONG A
 CH0027'TRAIL ROAD, 0.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0027'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 26 FEET NORTHEAST OF
 CH0027'THE CENTER LINE OF THE TRAIL ROAD, 1.3 FEET NORTHEAST OF A METAL
 CH0027'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 CH0027'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0237 ***********************************************************************
 ET0237  DESIGNATION -  B 343
 ET0237  PID         -  ET0237
 ET0237  STATE/COUNTY-  AZ/YAVAPAI
 ET0237  USGS QUAD   -  JOES HILL (1969)
 ET0237
 ET0237                         *CURRENT SURVEY CONTROL
 ET0237  ___________________________________________________________________
 ET0237* NAD 83(1986)-  34 14 47.     (N)    112 06 48.     (W)     SCALED    
 ET0237* NAVD 88     -       992.15   (+/-2cm)    3255.1    (feet)  VERTCON   
 ET0237  ___________________________________________________________________
 ET0237  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ET0237
 ET0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0237
 ET0237.The horizontal coordinates were scaled from a topographic map and have
 ET0237.an estimated accuracy of +/- 6 seconds.
 ET0237
 ET0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0237.The vertical order pertains to the NGVD 29 superseded value.
 ET0237
 ET0237.The geoid height was determined by GEOID03.
 ET0237
 ET0237;                    North         East    Units  Estimated Accuracy
 ET0237;SPC AZ C     -   360,000.      195,250.      MT  (+/- 180 meters Scaled)
 ET0237
 ET0237                          SUPERSEDED SURVEY CONTROL
 ET0237
 ET0237  NGVD 29 (??/??/92)  991.496  (m)         3252.93   (f) ADJ UNCH    2 0
 ET0237
 ET0237.Superseded values are not recommended for survey control.
 ET0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0237.See file dsdata.txt to determine how the superseded data were derived.
 ET0237
 ET0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC974900(NAD 83)
 ET0237_MARKER: DB = BENCH MARK DISK
 ET0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0237_STAMPING: B 343 1958
 ET0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0237+STABILITY: SURFACE MOTION
 ET0237
 ET0237  HISTORY     - Date     Condition        Report By
 ET0237  HISTORY     - 1958     MONUMENTED       CGS
 ET0237  HISTORY     - 1959     GOOD             NGS
 ET0237
 ET0237                          STATION DESCRIPTION
 ET0237
 ET0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0237'13.8 MI N FROM BLACK CANYON.
 ET0237'13.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0237'CANYON, 0.3 MILE SOUTH OF MILEPOST NUMBER 257, 60 PACES EAST OF THE
 ET0237'CENTER OF THE HIGHWAY, 68 FEET EAST OF A GATE, 4 FEET SOUTHEAST OF THE
 ET0237'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ET0237'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0912 ***********************************************************************
 DA0912  DESIGNATION -  B 344
 DA0912  PID         -  DA0912
 DA0912  STATE/COUNTY-  AZ/PIMA
 DA0912  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0912
 DA0912                         *CURRENT SURVEY CONTROL
 DA0912  ___________________________________________________________________
 DA0912* NAD 83(1986)-  32 05 50.     (N)    113 11 56.     (W)     SCALED    
 DA0912* NAVD 88     -       328.18   (+/-2cm)    1076.7    (feet)  VERTCON   
 DA0912  ___________________________________________________________________
 DA0912  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DA0912
 DA0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0912
 DA0912.The horizontal coordinates were scaled from a topographic map and have
 DA0912.an estimated accuracy of +/- 6 seconds.
 DA0912
 DA0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0912.The vertical order pertains to the NGVD 29 superseded value.
 DA0912
 DA0912.The geoid height was determined by GEOID03.
 DA0912
 DA0912;                    North         East    Units  Estimated Accuracy
 DA0912;SPC AZ C     -   122,370.       92,330.      MT  (+/- 180 meters Scaled)
 DA0912
 DA0912                          SUPERSEDED SURVEY CONTROL
 DA0912
 DA0912  NGVD 29 (??/??/92)  327.495  (m)         1074.46   (f) ADJ UNCH    2 0
 DA0912
 DA0912.Superseded values are not recommended for survey control.
 DA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0912.See file dsdata.txt to determine how the superseded data were derived.
 DA0912
 DA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA925533(NAD 83)
 DA0912_MARKER: DB = BENCH MARK DISK
 DA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0912_STAMPING: B 344 1961
 DA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0912+STABILITY: SURFACE MOTION
 DA0912
 DA0912  HISTORY     - Date     Condition        Report By
 DA0912  HISTORY     - 1961     MONUMENTED       CGS
 DA0912  HISTORY     - 1962     GOOD             NGS
 DA0912
 DA0912                          STATION DESCRIPTION
 DA0912
 DA0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0912'35.9 MI SW FROM AJO.
 DA0912'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0912'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0912'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0912'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0912'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0912'ALONG A TRAIL ROAD.  THENCE 2.0 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0912'ROAD, 1.7 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0912'WHICH PROJECTS 16 FEET AND IS NUMBERED 53, 1.9 MILES SOUTHWEST OF A
 DA0912'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0912'NUMBERED 52, 0.1 MILE SOUTHWEST OF A GRAVELED WASH, 33 FEET NORTHWEST
 DA0912'OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET WEST OF A METAL WITNESS
 DA0912'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0912'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0211 ***********************************************************************
 ET0211  DESIGNATION -  B 344
 ET0211  PID         -  ET0211
 ET0211  STATE/COUNTY-  AZ/YAVAPAI
 ET0211  USGS QUAD   -  ESTLER PEAK (1974)
 ET0211
 ET0211                         *CURRENT SURVEY CONTROL
 ET0211  ___________________________________________________________________
 ET0211* NAD 83(1986)-  34 25 54.     (N)    112 01 59.     (W)     SCALED    
 ET0211* NAVD 88     -      1240.38   (+/-2cm)    4069.5    (feet)  VERTCON   
 ET0211  ___________________________________________________________________
 ET0211  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET0211
 ET0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0211
 ET0211.The horizontal coordinates were scaled from a topographic map and have
 ET0211.an estimated accuracy of +/- 6 seconds.
 ET0211
 ET0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0211.The vertical order pertains to the NGVD 29 superseded value.
 ET0211
 ET0211.The geoid height was determined by GEOID03.
 ET0211
 ET0211;                    North         East    Units  Estimated Accuracy
 ET0211;SPC AZ C     -   380,540.      202,660.      MT  (+/- 180 meters Scaled)
 ET0211
 ET0211                          SUPERSEDED SURVEY CONTROL
 ET0211
 ET0211  NGVD 29 (??/??/92) 1239.638  (m)         4067.05   (f) ADJ UNCH    2 0
 ET0211
 ET0211.Superseded values are not recommended for survey control.
 ET0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0211.See file dsdata.txt to determine how the superseded data were derived.
 ET0211
 ET0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD050105(NAD 83)
 ET0211_MARKER: DB = BENCH MARK DISK
 ET0211_SETTING: 80 = SET IN A BOULDER
 ET0211_SP_SET: BOULDER
 ET0211_STAMPING: B 344 1959
 ET0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0211+STABILITY: SURFACE MOTION
 ET0211
 ET0211  HISTORY     - Date     Condition        Report By
 ET0211  HISTORY     - 1959     MONUMENTED       CGS
 ET0211
 ET0211                          STATION DESCRIPTION
 ET0211
 ET0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0211'16.75 MI SW FROM CAMP VERDE.
 ET0211'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0211'OFFICE IN CAMP VERDE, THENCE 13.75 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0211'0.1 MILE NORTH OF MILEPOST 272, 98 FEET EAST OF THE CENTER OF THE
 ET0211'HIGHWAY, 3 FEET WEST OF THE FENCE, 3 FEET SOUTHEAST OF THE WITNESS
 ET0211'POST, CEMENTED IN A LARGE BOULDER THAT IS FLUSH WITH THE SURFACE OF
 ET0211'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0889 ***********************************************************************
 DA0889  DESIGNATION -  B 345
 DA0889  PID         -  DA0889
 DA0889  STATE/COUNTY-  AZ/PIMA
 DA0889  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0889
 DA0889                         *CURRENT SURVEY CONTROL
 DA0889  ___________________________________________________________________
 DA0889* NAD 83(1986)-  32 10 01.     (N)    113 01 44.     (W)     SCALED    
 DA0889* NAVD 88     -       362.04   (+/-2cm)    1187.8    (feet)  VERTCON   
 DA0889  ___________________________________________________________________
 DA0889  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0889
 DA0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0889
 DA0889.The horizontal coordinates were scaled from a topographic map and have
 DA0889.an estimated accuracy of +/- 6 seconds.
 DA0889
 DA0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0889.The vertical order pertains to the NGVD 29 superseded value.
 DA0889
 DA0889.The geoid height was determined by GEOID03.
 DA0889
 DA0889;                    North         East    Units  Estimated Accuracy
 DA0889;SPC AZ C     -   129,920.      108,460.      MT  (+/- 180 meters Scaled)
 DA0889
 DA0889                          SUPERSEDED SURVEY CONTROL
 DA0889
 DA0889  NGVD 29 (??/??/92)  361.355  (m)         1185.55   (f) ADJ UNCH    2 0
 DA0889
 DA0889.Superseded values are not recommended for survey control.
 DA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0889.See file dsdata.txt to determine how the superseded data were derived.
 DA0889
 DA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA086607(NAD 83)
 DA0889_MARKER: DB = BENCH MARK DISK
 DA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0889_STAMPING: B 345 1961
 DA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0889+STABILITY: SURFACE MOTION
 DA0889
 DA0889  HISTORY     - Date     Condition        Report By
 DA0889  HISTORY     - 1961     MONUMENTED       CGS
 DA0889  HISTORY     - 1962     GOOD             NGS
 DA0889
 DA0889                          STATION DESCRIPTION
 DA0889
 DA0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0889'24.75 MI SW FROM AJO.
 DA0889'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0889'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0889'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0889'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0889'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0889'ALONG A TRAIL ROAD.  THENCE 1.1 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0889'1.0 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0889'PROJECTS 16 FEET AND IS NUMBERED 49, 43 FEET SOUTH OF THE CENTER LINE
 DA0889'OF THE ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0889'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0889'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0335 ***********************************************************************
 FQ0335  DESIGNATION -  B 345
 FQ0335  PID         -  FQ0335
 FQ0335  STATE/COUNTY-  AZ/COCONINO
 FQ0335  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0335
 FQ0335                         *CURRENT SURVEY CONTROL
 FQ0335  ___________________________________________________________________
 FQ0335* NAD 83(1986)-  35 05 46.     (N)    111 41 00.     (W)     SCALED    
 FQ0335* NAVD 88     -      2049.058  (meters)    6722.62   (feet)  ADJUSTED  
 FQ0335  ___________________________________________________________________
 FQ0335  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0335  DYNAMIC HT  -        2046.154 (meters)    6713.09  (feet)  COMP
 FQ0335  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 FQ0335
 FQ0335  VERT ORDER  -  SECOND    CLASS 0
 FQ0335
 FQ0335.The horizontal coordinates were scaled from a topographic map and have
 FQ0335.an estimated accuracy of +/- 6 seconds.
 FQ0335
 FQ0335.The orthometric height was determined by differential leveling
 FQ0335.and adjusted by the National Geodetic Survey in June 1991..
 FQ0335
 FQ0335.The geoid height was determined by GEOID03.
 FQ0335
 FQ0335.The dynamic height is computed by dividing the NAVD 88
 FQ0335.geopotential number by the normal gravity value computed on the
 FQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0335.degrees latitude (g = 980.6199 gals.).
 FQ0335
 FQ0335.The modeled gravity was interpolated from observed gravity values.
 FQ0335
 FQ0335;                    North         East    Units  Estimated Accuracy
 FQ0335;SPC AZ C     -   454,260.      234,630.      MT  (+/- 180 meters Scaled)
 FQ0335
 FQ0335                          SUPERSEDED SURVEY CONTROL
 FQ0335
 FQ0335  NGVD 29 (??/??/92) 2048.055  (m)         6719.33   (f) ADJ UNCH    2 0
 FQ0335
 FQ0335.Superseded values are not recommended for survey control.
 FQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0335.See file dsdata.txt to determine how the superseded data were derived.
 FQ0335
 FQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377839(NAD 83)
 FQ0335_MARKER: DB = BENCH MARK DISK
 FQ0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0335_SP_SET: BRIDGE
 FQ0335_STAMPING: B 345 1959
 FQ0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0335
 FQ0335  HISTORY     - Date     Condition        Report By
 FQ0335  HISTORY     - 1959     MONUMENTED       CGS
 FQ0335  HISTORY     - 1960     GOOD             NGS
 FQ0335
 FQ0335                          STATION DESCRIPTION
 FQ0335
 FQ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0335'7.7 MI SW FROM FLAGSTAFF.
 FQ0335'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0335'STATION AT FLAGSTAFF, THENCE 1.1 MILE SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0335'THENCE 5.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 100 YARDS
 FQ0335'SOUTH OF A POWER LINE THAT CROSSES THE HIGHWAY, 29 FEET EAST OF THE
 FQ0335'CENTER OF THE NORTH-BOUND LANE, 15.5 FEET SOUTH OF THE WITNESS POST,
 FQ0335'CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 36 FOOT CONCRETE
 FQ0335'BRIDGE THAT HAS A CATTLE UNDERPASS UNDER IT.  NOTE-- THE MARK IS IN
 FQ0335'THE CENTER OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT.
 FQ0335
 FQ0335                          STATION RECOVERY (1960)
 FQ0335
 FQ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FQ0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0863 ***********************************************************************
 DA0863  DESIGNATION -  B 346
 DA0863  PID         -  DA0863
 DA0863  STATE/COUNTY-  AZ/NAVAJO
 DA0863  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0863
 DA0863                         *CURRENT SURVEY CONTROL
 DA0863  ___________________________________________________________________
 DA0863* NAD 83(1986)-  32 27 25.     (N)    113 13 08.     (W)     SCALED    
 DA0863* NAVD 88     -       215.82   (+/-2cm)     708.1    (feet)  VERTCON   
 DA0863  ___________________________________________________________________
 DA0863  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0863
 DA0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0863
 DA0863.The horizontal coordinates were scaled from a topographic map and have
 DA0863.an estimated accuracy of +/- 6 seconds.
 DA0863
 DA0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0863.The vertical order pertains to the NGVD 29 superseded value.
 DA0863
 DA0863.The geoid height was determined by GEOID03.
 DA0863
 DA0863;                    North         East    Units  Estimated Accuracy
 DA0863;SPC AZ E     -   165,640.      -73,640.      MT  (+/- 180 meters Scaled)
 DA0863
 DA0863                          SUPERSEDED SURVEY CONTROL
 DA0863
 DA0863  NGVD 29 (??/??/92)  215.176  (m)          705.96   (f) ADJ UNCH    2 0
 DA0863
 DA0863.Superseded values are not recommended for survey control.
 DA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0863.See file dsdata.txt to determine how the superseded data were derived.
 DA0863
 DA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA914932(NAD 83)
 DA0863_MARKER: DB = BENCH MARK DISK
 DA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0863_STAMPING: B 346 1959
 DA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0863+STABILITY: SURFACE MOTION
 DA0863
 DA0863  HISTORY     - Date     Condition        Report By
 DA0863  HISTORY     - 1959     MONUMENTED       CGS
 DA0863  HISTORY     - 1970     GOOD             USGS
 DA0863
 DA0863                          STATION DESCRIPTION
 DA0863
 DA0863'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DA0863'11.8 MI E FROM WINSLOW.
 DA0863'FROM INTERSECTION OF WILLIAMSON STREET AND US 66, WHICH IS ONE BLOCK
 DA0863'SOUTH OF THE POST OFFICE AT WINSLOW, ARIZONA.  THENCE EAST ALONG US 66
 DA0863'(INTERSTATE 40) 11.0 MILES TO HIBBARD ROAD EXIT, THENCE RIGHT ON
 DA0863'HIBBARD ROAD (OLD HWY) 0.6 MILES.  47 FT. SOUTH OF OLD HWY, 2 FT. WEST
 DA0863'OF WITNESS SIGN.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0262 ***********************************************************************
 ES0262  DESIGNATION -  B 346
 ES0262  PID         -  ES0262
 ES0262  STATE/COUNTY-  AZ/NAVAJO
 ES0262  USGS QUAD   -  HIBBARD (1970)
 ES0262
 ES0262                         *CURRENT SURVEY CONTROL
 ES0262  ___________________________________________________________________
 ES0262* NAD 83(1986)-  34 58 10.     (N)    110 31 02.     (W)     SCALED    
 ES0262* NAVD 88     -      1509.377  (meters)    4952.01   (feet)  ADJUSTED  
 ES0262  ___________________________________________________________________
 ES0262  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0262  DYNAMIC HT  -        1507.352 (meters)    4945.37  (feet)  COMP
 ES0262  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 ES0262
 ES0262  VERT ORDER  -  FIRST     CLASS II
 ES0262
 ES0262.The horizontal coordinates were scaled from a topographic map and have
 ES0262.an estimated accuracy of +/- 6 seconds.
 ES0262
 ES0262.The orthometric height was determined by differential leveling
 ES0262.and adjusted by the National Geodetic Survey in June 1991..
 ES0262
 ES0262.The geoid height was determined by GEOID03.
 ES0262
 ES0262.The dynamic height is computed by dividing the NAVD 88
 ES0262.geopotential number by the normal gravity value computed on the
 ES0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0262.degrees latitude (g = 980.6199 gals.).
 ES0262
 ES0262.The modeled gravity was interpolated from observed gravity values.
 ES0262
 ES0262;                    North         East    Units  Estimated Accuracy
 ES0262;SPC AZ E     -   440,240.      181,350.      MT  (+/- 180 meters Scaled)
 ES0262
 ES0262                          SUPERSEDED SURVEY CONTROL
 ES0262
 ES0262  NGVD 29 (??/??/92) 1508.595  (m)         4949.45   (f) ADJ UNCH    1 2
 ES0262
 ES0262.Superseded values are not recommended for survey control.
 ES0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0262.See file dsdata.txt to determine how the superseded data were derived.
 ES0262
 ES0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD440697(NAD 83)
 ES0262_MARKER: DB = BENCH MARK DISK
 ES0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0262_STAMPING: B 346 1959
 ES0262_MARK LOGO: CGS   
 ES0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0262+STABILITY: SURFACE MOTION
 ES0262
 ES0262  HISTORY     - Date     Condition        Report By
 ES0262  HISTORY     - 1959     MONUMENTED       CGS
 ES0262  HISTORY     - 1983     GOOD             NGS
 ES0262
 ES0262                          STATION DESCRIPTION
 ES0262
 ES0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0262'11.8 MI E FROM WINSLOW.
 ES0262'11.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0262'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0262'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 47 FEET SOUTH OF U.S. HIGHWAY
 ES0262'66, 2.5 FEET NORTH OF A RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WITNESS
 ES0262'SIGN, 0.2 MILES WEST OF MILEPOST 285, AND SET IN TOP OF A 12-INCH
 ES0262'CONCRETE SQUARE POST PROJECTING 5 INCHES.
 ES0262
 ES0262                          STATION RECOVERY (1983)
 ES0262
 ES0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0262'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0262'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1006 ***********************************************************************
 DA1006  DESIGNATION -  B 347
 DA1006  PID         -  DA1006
 DA1006  STATE/COUNTY-  AZ/YUMA
 DA1006  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1006
 DA1006                         *CURRENT SURVEY CONTROL
 DA1006  ___________________________________________________________________
 DA1006* NAD 83(1986)-  32 07 28.     (N)    113 36 22.     (W)     SCALED    
 DA1006* NAVD 88     -       261.74   (+/-2cm)     858.7    (feet)  VERTCON   
 DA1006  ___________________________________________________________________
 DA1006  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1006
 DA1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1006
 DA1006.The horizontal coordinates were scaled from a topographic map and have
 DA1006.an estimated accuracy of +/- 6 seconds.
 DA1006
 DA1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1006.The vertical order pertains to the NGVD 29 superseded value.
 DA1006
 DA1006.The geoid height was determined by GEOID03.
 DA1006
 DA1006;                    North         East    Units  Estimated Accuracy
 DA1006;SPC AZ W     -   124,680.      226,940.      MT  (+/- 180 meters Scaled)
 DA1006
 DA1006                          SUPERSEDED SURVEY CONTROL
 DA1006
 DA1006  NGVD 29 (??/??/92)  261.055  (m)          856.48   (f) ADJ UNCH    2 0
 DA1006
 DA1006.Superseded values are not recommended for survey control.
 DA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1006.See file dsdata.txt to determine how the superseded data were derived.
 DA1006
 DA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA541572(NAD 83)
 DA1006_MARKER: DB = BENCH MARK DISK
 DA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1006_STAMPING: B 347 1961
 DA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1006+STABILITY: SURFACE MOTION
 DA1006
 DA1006  HISTORY     - Date     Condition        Report By
 DA1006  HISTORY     - 1961     MONUMENTED       CGS
 DA1006  HISTORY     - 1962     GOOD             NGS
 DA1006
 DA1006                          STATION DESCRIPTION
 DA1006
 DA1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1006'11.8 MI SE FROM TULE WELL.
 DA1006'ABOUT 11.8 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1006'COMMISSION SHELTER AT TULE WELL.  0.4 MILE NORTHWEST OF A 4X4-INCH
 DA1006'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1006'0.3 MILE NORTHWEST OF A ROCKY HILL, 15 FEET NORTH OF THE CENTER LINE
 DA1006'OF THE ROAD, 2.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA1006'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1006'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0206 ***********************************************************************
 FP0206  DESIGNATION -  B 347
 FP0206  PID         -  FP0206
 FP0206  STATE/COUNTY-  AZ/APACHE
 FP0206  USGS QUAD   -  CHAMBERS (1971)
 FP0206
 FP0206                         *CURRENT SURVEY CONTROL
 FP0206  ___________________________________________________________________
 FP0206* NAD 83(1986)-  35 10 37.     (N)    109 28 04.     (W)     SCALED    
 FP0206* NAVD 88     -      1745.227  (meters)    5725.80   (feet)  ADJUSTED  
 FP0206  ___________________________________________________________________
 FP0206  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FP0206  DYNAMIC HT  -        1742.795 (meters)    5717.82  (feet)  COMP
 FP0206  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 FP0206
 FP0206  VERT ORDER  -  FIRST     CLASS II
 FP0206
 FP0206.The horizontal coordinates were scaled from a topographic map and have
 FP0206.an estimated accuracy of +/- 6 seconds.
 FP0206
 FP0206.The orthometric height was determined by differential leveling
 FP0206.and adjusted by the National Geodetic Survey in June 1991..
 FP0206.WARNING-Repeat measurements at this control monument indicate possible
 FP0206.vertical movement.
 FP0206
 FP0206.The geoid height was determined by GEOID03.
 FP0206
 FP0206.The dynamic height is computed by dividing the NAVD 88
 FP0206.geopotential number by the normal gravity value computed on the
 FP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0206.degrees latitude (g = 980.6199 gals.).
 FP0206
 FP0206.The modeled gravity was interpolated from observed gravity values.
 FP0206
 FP0206;                    North         East    Units  Estimated Accuracy
 FP0206;SPC AZ E     -   463,430.      277,020.      MT  (+/- 180 meters Scaled)
 FP0206
 FP0206                          SUPERSEDED SURVEY CONTROL
 FP0206
 FP0206  NGVD 29 (??/??/92) 1744.266  (m)         5722.65   (f) ADJ UNCH    1 2
 FP0206
 FP0206.Superseded values are not recommended for survey control.
 FP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0206.See file dsdata.txt to determine how the superseded data were derived.
 FP0206
 FP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD395937(NAD 83)
 FP0206_MARKER: DB = BENCH MARK DISK
 FP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0206_STAMPING: B 347 1959
 FP0206_MARK LOGO: CGS   
 FP0206_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0206+STABILITY: SURFACE MOTION
 FP0206
 FP0206  HISTORY     - Date     Condition        Report By
 FP0206  HISTORY     - 1959     MONUMENTED       CGS
 FP0206  HISTORY     - 1983     GOOD             NGS
 FP0206
 FP0206                          STATION DESCRIPTION
 FP0206
 FP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0206'5.6 MI E FROM NAVAJO POST OFFICE.
 FP0206'5.6 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0206'0.2 MILE EAST OF MILEPOST 353, ABOUT 300 YARDS WEST OF THE DESERT ART
 FP0206'SUPPLY SHOP, 98 FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFICE
 FP0206'LANE, 2 FEET SOUTH OF THE EAST-WEST FENCE AND T FENCE LEADING NORTH, 3
 FP0206'FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 FP0206'CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0206
 FP0206                          STATION RECOVERY (1983)
 FP0206
 FP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0206'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 3.3 KM (2.05 MI)
 FP0206'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH U. S.
 FP0206'HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0206'NORTHEAST OF MILEPOST 331, 31.1 METERS (102.0 FT) NORTHWEST OF THE
 FP0206'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 7.1 METERS
 FP0206'(23.3 FT) NORTHWEST OF THE CENTERLINE OF THE NORTH FRONTAGE ROAD, 4.1
 FP0206'METERS (13.5 FT) WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND
 FP0206'0.7 METER (2.3 FT) SOUTH OF A FENCE CORNER.
 FP0206'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 FP0206'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0019 ***********************************************************************
 DB0019  DESIGNATION -  B 348
 DB0019  PID         -  DB0019
 DB0019  STATE/COUNTY-  AZ/YUMA
 DB0019  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0019
 DB0019                         *CURRENT SURVEY CONTROL
 DB0019  ___________________________________________________________________
 DB0019* NAD 83(1986)-  32 19 08.     (N)    114 03 54.     (W)     SCALED    
 DB0019* NAVD 88     -       345.85   (+/-2cm)    1134.7    (feet)  VERTCON   
 DB0019  ___________________________________________________________________
 DB0019  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DB0019
 DB0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0019
 DB0019.The horizontal coordinates were scaled from a topographic map and have
 DB0019.an estimated accuracy of +/- 6 seconds.
 DB0019
 DB0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0019.The vertical order pertains to the NGVD 29 superseded value.
 DB0019
 DB0019.The geoid height was determined by GEOID03.
 DB0019
 DB0019;                    North         East    Units  Estimated Accuracy
 DB0019;SPC AZ W     -   146,270.      183,700.      MT  (+/- 180 meters Scaled)
 DB0019
 DB0019                          SUPERSEDED SURVEY CONTROL
 DB0019
 DB0019  NGVD 29 (??/??/??)  345.154  (m)         1132.39   (f) ADJUSTED    2 0
 DB0019
 DB0019.Superseded values are not recommended for survey control.
 DB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0019.See file dsdata.txt to determine how the superseded data were derived.
 DB0019
 DB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR763795(NAD 83)
 DB0019_MARKER: DB = BENCH MARK DISK
 DB0019_SETTING: 66 = SET IN ROCK OUTCROP
 DB0019_SP_SET: ROCK OUTCROP
 DB0019_STAMPING: B 348 1961
 DB0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0019+STABILITY: POSITION/ELEVATION WELL
 DB0019
 DB0019  HISTORY     - Date     Condition        Report By
 DB0019  HISTORY     - 1961     MONUMENTED       CGS
 DB0019  HISTORY     - 1962     GOOD             NGS
 DB0019
 DB0019                          STATION DESCRIPTION
 DB0019
 DB0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0019'21.2 MI W FROM TULE WELL.
 DB0019'ABOUT 21.25 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0019'GAME COMMISSION SHELTER AT TULE WELL, 0.8 MILE WEST SOUTHWEST
 DB0019'OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DB0019'FEET AND IS NUMBER 15, 58 YARDS SOUTHWEST OF A WASH, 111 FEET
 DB0019'SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 23 FEET SOUTH
 DB0019'SOUTHEAST OF THE NORTH NORTHWEST END OF A ROCKY PROJECTION, ON
 DB0019'THE SOUTHWEST SIDE OF A NARROW ROCK RIDGE, ABOUT 5 FEET ABOVE
 DB0019'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0019'PROJECTING 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0552 ***********************************************************************
 CG0552  DESIGNATION -  B 348
 CG0552  PID         -  CG0552
 CG0552  STATE/COUNTY-  AZ/PIMA
 CG0552  USGS QUAD   -  AMADO (1981)
 CG0552
 CG0552                         *CURRENT SURVEY CONTROL
 CG0552  ___________________________________________________________________
 CG0552* NAD 83(1986)-  31 44 30.     (N)    111 02 58.     (W)     SCALED    
 CG0552* NAVD 88     -       923.298  (meters)    3029.19   (feet)  ADJUSTED  
 CG0552  ___________________________________________________________________
 CG0552  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0552  DYNAMIC HT  -         921.935 (meters)    3024.72  (feet)  COMP
 CG0552  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CG0552
 CG0552  VERT ORDER  -  FIRST     CLASS II
 CG0552
 CG0552.The horizontal coordinates were scaled from a topographic map and have
 CG0552.an estimated accuracy of +/- 6 seconds.
 CG0552
 CG0552.The orthometric height was determined by differential leveling
 CG0552.and adjusted by the National Geodetic Survey in June 1991..
 CG0552
 CG0552.The geoid height was determined by GEOID03.
 CG0552
 CG0552.The dynamic height is computed by dividing the NAVD 88
 CG0552.geopotential number by the normal gravity value computed on the
 CG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0552.degrees latitude (g = 980.6199 gals.).
 CG0552
 CG0552.The modeled gravity was interpolated from observed gravity values.
 CG0552
 CG0552;                    North         East    Units  Estimated Accuracy
 CG0552;SPC AZ C     -    82,550.      295,530.      MT  (+/- 180 meters Scaled)
 CG0552
 CG0552                          SUPERSEDED SURVEY CONTROL
 CG0552
 CG0552  NGVD 29 (??/??/92)  922.503  (m)         3026.58   (f) ADJ UNCH    1 2
 CG0552
 CG0552.Superseded values are not recommended for survey control.
 CG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0552.See file dsdata.txt to determine how the superseded data were derived.
 CG0552
 CG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA953118(NAD 83)
 CG0552_MARKER: DB = BENCH MARK DISK
 CG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0552_STAMPING: B 348 1959
 CG0552_PROJECTION: PROJECTING 6 CENTIMETERS
 CG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0552+STABILITY: SURFACE MOTION
 CG0552
 CG0552  HISTORY     - Date     Condition        Report By
 CG0552  HISTORY     - 1959     MONUMENTED       CGS
 CG0552  HISTORY     - 1979     GOOD             USGS
 CG0552  HISTORY     - 1980     GOOD             NGS
 CG0552
 CG0552                          STATION DESCRIPTION
 CG0552
 CG0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0552'1.6 MI N FROM AMADO.
 CG0552'1.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0552'EAST AND ACROSS THE HIGHWAY FROM THE HALF-WAY GAS STATION, 123 FEET
 CG0552'EAST OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTH OF A GATE, 3 FEET
 CG0552'SOUTH OF THE WITNESS POST, 1.5 FEET WEST OF THE FENCE, SET IN THE TOP
 CG0552'OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 CG0552
 CG0552                          STATION RECOVERY (1979)
 CG0552
 CG0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0552'1.3 MILES NORTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD, ACROSS THE
 CG0552'FRONTAGE ROAD FROM HALFWAY STATION, 123 EAST OF CENTERLINE OF ROAD,
 CG0552'1.5 FEET WEST OF HIGHWAY FENCE, 3 FEET SOUTH OF WITNESS POST,
 CG0552'PROJECTING 0.5 FEET.
 CG0552
 CG0552                          STATION RECOVERY (1980)
 CG0552
 CG0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0552'2.1 KILOMETERS (1.3 MILES) NORTH ALONG THE WEST FRONTAGE ROAD FROM
 CG0552'THE AMADO RURAL POST OFFICE AT AMADO, AT THE CROSSING OF A POWER
 CG0552'LINE, EAST AND ACROSS THE ROAD FROM THE HALFWAY STATION, 55.5
 CG0552'METERS (182.0 FEET) NORTH OF THE FIRST POWER LINE POLE WEST OF
 CG0552'INTERSTATE HIGHWAY I-19 SOUTH BOUND TRAFFIC LANE, 37.8 METERS
 CG0552'(124.0 FEET) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 30.0
 CG0552'METERS (98.4 FEET)  SOUTH OF A V FENCE CORNER POST FOR TWO RIGHT-
 CG0552'OF-WAY FENCES, 0.45 METER (1.5 FEET) WEST OF A FENCE.
 CG0552'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 CG0552'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0947 ***********************************************************************
 DA0947  DESIGNATION -  B 349
 DA0947  PID         -  DA0947
 DA0947  STATE/COUNTY-  AZ/YUMA
 DA0947  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0947
 DA0947                         *CURRENT SURVEY CONTROL
 DA0947  ___________________________________________________________________
 DA0947* NAD 83(1986)-  32 19 35.     (N)    113 51 48.     (W)     SCALED    
 DA0947* NAVD 88     -       418.44   (+/-2cm)    1372.8    (feet)  VERTCON   
 DA0947  ___________________________________________________________________
 DA0947  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DA0947
 DA0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0947
 DA0947.The horizontal coordinates were scaled from a topographic map and have
 DA0947.an estimated accuracy of +/- 6 seconds.
 DA0947
 DA0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0947.The vertical order pertains to the NGVD 29 superseded value.
 DA0947
 DA0947.The geoid height was determined by GEOID03.
 DA0947
 DA0947;                    North         East    Units  Estimated Accuracy
 DA0947;SPC AZ W     -   147,070.      202,690.      MT  (+/- 180 meters Scaled)
 DA0947
 DA0947                          SUPERSEDED SURVEY CONTROL
 DA0947
 DA0947  NGVD 29 (??/??/92)  417.732  (m)         1370.51   (f) ADJ UNCH    2 0
 DA0947
 DA0947.Superseded values are not recommended for survey control.
 DA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0947.See file dsdata.txt to determine how the superseded data were derived.
 DA0947
 DA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA304802(NAD 83)
 DA0947_MARKER: DB = BENCH MARK DISK
 DA0947_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0947_SP_SET: 12 FT.
 DA0947_STAMPING: B 349 1961
 DA0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0947
 DA0947  HISTORY     - Date     Condition        Report By
 DA0947  HISTORY     - 1961     MONUMENTED       CGS
 DA0947  HISTORY     - 1962     GOOD             NGS
 DA0947
 DA0947                          STATION DESCRIPTION
 DA0947
 DA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0947'12.5 MI NW FROM TULE WELL.
 DA0947'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0947'COMMISSION SHELTER AT TULE WELL.  THENCE 9.2 MILES NORTHWEST ALONG A
 DA0947'DIM TRAIL ROAD, 2.1 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0947'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 28 FEET
 DA0947'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET SOUTHWEST OF
 DA0947'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DA0947'CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET
 DA0947'AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1203 ***********************************************************************
 CZ1203  DESIGNATION -  B 349
 CZ1203  PID         -  CZ1203
 CZ1203  STATE/COUNTY-  AZ/PINAL
 CZ1203  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1203
 CZ1203                         *CURRENT SURVEY CONTROL
 CZ1203  ___________________________________________________________________
 CZ1203* NAD 83(1986)-  32 49 57.     (N)    111 57 47.     (W)     SCALED    
 CZ1203* NAVD 88     -       410.70   (+/-2cm)    1347.4    (feet)  VERTCON   
 CZ1203  ___________________________________________________________________
 CZ1203  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1203
 CZ1203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1203
 CZ1203.The horizontal coordinates were scaled from a topographic map and have
 CZ1203.an estimated accuracy of +/- 6 seconds.
 CZ1203
 CZ1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1203.The vertical order pertains to the NGVD 29 superseded value.
 CZ1203
 CZ1203.The geoid height was determined by GEOID03.
 CZ1203
 CZ1203;                    North         East    Units  Estimated Accuracy
 CZ1203;SPC AZ C     -   203,180.      209,020.      MT  (+/- 180 meters Scaled)
 CZ1203
 CZ1203                          SUPERSEDED SURVEY CONTROL
 CZ1203
 CZ1203  NGVD 29 (??/??/92)  410.106  (m)         1345.49   (f) ADJ UNCH    2 0
 CZ1203
 CZ1203.Superseded values are not recommended for survey control.
 CZ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1203.See file dsdata.txt to determine how the superseded data were derived.
 CZ1203
 CZ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098331(NAD 83)
 CZ1203_MARKER: DB = BENCH MARK DISK
 CZ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1203_SP_SET: STOVEPIPE
 CZ1203_STAMPING: B 349 1960
 CZ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1203
 CZ1203  HISTORY     - Date     Condition        Report By
 CZ1203  HISTORY     - 1960     MONUMENTED       CGS
 CZ1203
 CZ1203                          STATION DESCRIPTION
 CZ1203
 CZ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1203'4.1 MI S FROM STANFIELD.
 CZ1203'0.6 MILE EAST FROM THE POST OFFICE AT STANFIELD ON STATE HIGHWY 84,
 CZ1203'THENCE 3.25 MILES SOUTH ON SOUTH STANFIELD ROAD, ABOUT 0.25 MILE NORTH
 CZ1203'OF THE CENTERLINE OF HIGHWAY, 34 FEET EAST OF CENTERLINE OF STANFIELD
 CZ1203'ROAD, 1 FOOT SOUTH OF WITNESS POST, SET IN TOP OF 6-INCH
 CZ1203'CONCRETE-FILLED STOVEPIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0099 ***********************************************************************
 ES0099  DESIGNATION -  B 35
 ES0099  PID         -  ES0099
 ES0099  STATE/COUNTY-  AZ/NAVAJO
 ES0099  USGS QUAD   -  HOLBROOK (1986)
 ES0099
 ES0099                         *CURRENT SURVEY CONTROL
 ES0099  ___________________________________________________________________
 ES0099* NAD 83(1986)-  34 53 54.     (N)    110 09 44.     (W)     SCALED    
 ES0099* NAVD 88     -      1549.281  (meters)    5082.93   (feet)  ADJUSTED  
 ES0099  ___________________________________________________________________
 ES0099  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0099  DYNAMIC HT  -        1547.158 (meters)    5075.97  (feet)  COMP
 ES0099  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 ES0099
 ES0099  VERT ORDER  -  FIRST     CLASS II
 ES0099
 ES0099.The horizontal coordinates were scaled from a topographic map and have
 ES0099.an estimated accuracy of +/- 6 seconds.
 ES0099
 ES0099.The orthometric height was determined by differential leveling
 ES0099.and adjusted by the National Geodetic Survey in June 1991..
 ES0099.WARNING-Repeat measurements at this control monument indicate possible
 ES0099.vertical movement.
 ES0099
 ES0099.The geoid height was determined by GEOID03.
 ES0099
 ES0099.The dynamic height is computed by dividing the NAVD 88
 ES0099.geopotential number by the normal gravity value computed on the
 ES0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0099.degrees latitude (g = 980.6199 gals.).
 ES0099
 ES0099.The modeled gravity was interpolated from observed gravity values.
 ES0099
 ES0099;                    North         East    Units  Estimated Accuracy
 ES0099;SPC AZ E     -   432,300.      213,770.      MT  (+/- 180 meters Scaled)
 ES0099
 ES0099                          SUPERSEDED SURVEY CONTROL
 ES0099
 ES0099  NGVD 29 (??/??/92) 1548.461  (m)         5080.24   (f) ADJ UNCH    1 2
 ES0099
 ES0099.Superseded values are not recommended for survey control.
 ES0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0099.See file dsdata.txt to determine how the superseded data were derived.
 ES0099
 ES0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD765620(NAD 83)
 ES0099_MARKER: DB = BENCH MARK DISK
 ES0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0099_STAMPING: B 35 1934
 ES0099_MARK LOGO: CGS   
 ES0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0099+STABILITY: SURFACE MOTION
 ES0099
 ES0099  HISTORY     - Date     Condition        Report By
 ES0099  HISTORY     - 1934     MONUMENTED       CGS
 ES0099  HISTORY     - 1959     GOOD             NGS
 ES0099  HISTORY     - 1983     GOOD             NGS
 ES0099
 ES0099                          STATION DESCRIPTION
 ES0099
 ES0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0099'0.3 MI SE FROM HOLBROOK.
 ES0099'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0099'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, AT THE
 ES0099'NORTHWEST APPROACH TO THE BRIDGE OVER LITTLE COLORADO RIVER, 16 FEET
 ES0099'WEST OF THE CENTERLINE OF THE BRIDGE, AND 7 FEET EAST OF THE WEST
 ES0099'BRIDGE RAIL.  A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE TOP OF
 ES0099'A CONCRETE POST.
 ES0099
 ES0099                          STATION RECOVERY (1959)
 ES0099
 ES0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0099'RECOVERED IN GOOD CONDITION.
 ES0099
 ES0099                          STATION RECOVERY (1983)
 ES0099
 ES0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0099'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 ES0099'MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION WITH HOPI DRIVE
 ES0099'IN HOLBROOK, IN THE NORTHWEST CORNER OF THE WEST WALKWAY OF THE
 ES0099'HIGHWAY BRIDGE SPANNING THE LITTLE COLORADO RIVER, 4.9 KM (16.1 FT)
 ES0099'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.1 METER (0.3 FT) EAST OF THE
 ES0099'WEST CONCRETE BRIDGE RAIL AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH
 ES0099'EDGE OF THE BRIDGE.
 ES0099'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0106 ***********************************************************************
 DB0106  DESIGNATION -  B 350
 DB0106  PID         -  DB0106
 DB0106  STATE/COUNTY-  AZ/YUMA
 DB0106  USGS QUAD   -  FORTUNA MINE (1965)
 DB0106
 DB0106                         *CURRENT SURVEY CONTROL
 DB0106  ___________________________________________________________________
 DB0106* NAD 83(1986)-  32 30 23.     (N)    114 20 32.     (W)     SCALED    
 DB0106* NAVD 88     -       175.86   (+/-2cm)     577.0    (feet)  VERTCON   
 DB0106  ___________________________________________________________________
 DB0106  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DB0106
 DB0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0106
 DB0106.The horizontal coordinates were scaled from a topographic map and have
 DB0106.an estimated accuracy of +/- 6 seconds.
 DB0106
 DB0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0106.The vertical order pertains to the NGVD 29 superseded value.
 DB0106
 DB0106.The geoid height was determined by GEOID03.
 DB0106
 DB0106;                    North         East    Units  Estimated Accuracy
 DB0106;SPC AZ W     -   167,180.      157,710.      MT  (+/- 180 meters Scaled)
 DB0106
 DB0106                          SUPERSEDED SURVEY CONTROL
 DB0106
 DB0106  NGVD 29 (??/??/??)  175.195  (m)          574.79   (f) ADJUSTED    2 0
 DB0106
 DB0106.Superseded values are not recommended for survey control.
 DB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0106.See file dsdata.txt to determine how the superseded data were derived.
 DB0106
 DB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR496996(NAD 83)
 DB0106_MARKER: DB = BENCH MARK DISK
 DB0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0106_SP_SET: 8 FEET
 DB0106_STAMPING: B 350 1962
 DB0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0106
 DB0106  HISTORY     - Date     Condition        Report By
 DB0106  HISTORY     - 1962     MONUMENTED       CGS
 DB0106
 DB0106                          STATION DESCRIPTION
 DB0106
 DB0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0106'21.1 MI SSW FROM LIGURTA.
 DB0106'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0106'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0106'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0106'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL WHICH FOLLOWS A
 DB0106'WASH, THENCE 1.9 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.1 MILES
 DB0106'SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN POST WHICH PROJECTS 16
 DB0106'FEET AND IS NUMBER 10, 0.3 MILE SOUTHEAST OF A WASH, 21 FEET
 DB0106'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF
 DB0106'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DB0106'ROAD, AND CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS
 DB0106'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 DB0106'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0974 ***********************************************************************
 DA0974  DESIGNATION -  B 351
 DA0974  PID         -  DA0974
 DA0974  STATE/COUNTY-  AZ/YUMA
 DA0974  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0974
 DA0974                         *CURRENT SURVEY CONTROL
 DA0974  ___________________________________________________________________
 DA0974* NAD 83(1986)-  32 27 23.     (N)    113 40 33.     (W)     SCALED    
 DA0974* NAVD 88     -       210.94   (+/-2cm)     692.1    (feet)  VERTCON   
 DA0974  ___________________________________________________________________
 DA0974  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DA0974
 DA0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0974
 DA0974.The horizontal coordinates were scaled from a topographic map and have
 DA0974.an estimated accuracy of +/- 6 seconds.
 DA0974
 DA0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0974.The vertical order pertains to the NGVD 29 superseded value.
 DA0974
 DA0974.The geoid height was determined by GEOID03.
 DA0974
 DA0974;                    North         East    Units  Estimated Accuracy
 DA0974;SPC AZ W     -   161,480.      220,330.      MT  (+/- 180 meters Scaled)
 DA0974
 DA0974                          SUPERSEDED SURVEY CONTROL
 DA0974
 DA0974  NGVD 29 (??/??/92)  210.297  (m)          689.95   (f) ADJ UNCH    2 0
 DA0974
 DA0974.Superseded values are not recommended for survey control.
 DA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0974.See file dsdata.txt to determine how the superseded data were derived.
 DA0974
 DA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA484941(NAD 83)
 DA0974_MARKER: DB = BENCH MARK DISK
 DA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0974_STAMPING: B 351 1962
 DA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0974+STABILITY: SURFACE MOTION
 DA0974
 DA0974  HISTORY     - Date     Condition        Report By
 DA0974  HISTORY     - 1962     MONUMENTED       CGS
 DA0974
 DA0974                          STATION DESCRIPTION
 DA0974
 DA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0974'27.5 MI SE FROM TACNA.
 DA0974'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0974'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 5.1
 DA0974'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL.  2.2
 DA0974'MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0974'16 FEET AND IS NUMBERED 2, 31 FEET EAST OF THE CENTER LINE OF THE
 DA0974'ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0974'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0794 ***********************************************************************
 DA0794  DESIGNATION -  B 352
 DA0794  PID         -  DA0794
 DA0794  STATE/COUNTY-  AZ/YUMA
 DA0794  USGS QUAD   -  AGUILA MOUNTAINS SW (1990)
 DA0794
 DA0794                         *CURRENT SURVEY CONTROL
 DA0794  ___________________________________________________________________
 DA0794* NAD 83(1986)-  32 30 24.     (N)    113 23 23.     (W)     SCALED    
 DA0794* NAVD 88     -       177.53   (+/-2cm)     582.4    (feet)  VERTCON   
 DA0794  ___________________________________________________________________
 DA0794  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA0794
 DA0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0794
 DA0794.The horizontal coordinates were scaled from a topographic map and have
 DA0794.an estimated accuracy of +/- 6 seconds.
 DA0794
 DA0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0794.The vertical order pertains to the NGVD 29 superseded value.
 DA0794
 DA0794.The geoid height was determined by GEOID03.
 DA0794
 DA0794;                    North         East    Units  Estimated Accuracy
 DA0794;SPC AZ W     -   167,110.      247,210.      MT  (+/- 180 meters Scaled)
 DA0794
 DA0794                          SUPERSEDED SURVEY CONTROL
 DA0794
 DA0794  NGVD 29 (??/??/92)  176.911  (m)          580.42   (f) ADJ UNCH    2 0
 DA0794
 DA0794.Superseded values are not recommended for survey control.
 DA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0794.See file dsdata.txt to determine how the superseded data were derived.
 DA0794
 DA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA755991(NAD 83)
 DA0794_MARKER: DB = BENCH MARK DISK
 DA0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0794_STAMPING: B 352 1961
 DA0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0794+STABILITY: SURFACE MOTION
 DA0794
 DA0794  HISTORY     - Date     Condition        Report By
 DA0794  HISTORY     - 1961     MONUMENTED       CGS
 DA0794  HISTORY     - 1962     GOOD             NGS
 DA0794
 DA0794                          STATION DESCRIPTION
 DA0794
 DA0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0794'9.4 MI W FROM TONY TANK.
 DA0794'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0794'TONY TANK.  THENCE 7.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 3.7 MILES
 DA0794'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0794'FEET AND IS NUMBERED 38, 2.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0794'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0794'IS NUMBERED 37, 25 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0794'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0794'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0860 ***********************************************************************
 DA0860  DESIGNATION -  B 353
 DA0860  PID         -  DA0860
 DA0860  STATE/COUNTY-  AZ/PIMA
 DA0860  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA0860
 DA0860                         *CURRENT SURVEY CONTROL
 DA0860  ___________________________________________________________________
 DA0860* NAD 83(1986)-  32 29 03.     (N)    113 15 17.     (W)     SCALED    
 DA0860* NAVD 88     -       210.74   (+/-2cm)     691.4    (feet)  VERTCON   
 DA0860  ___________________________________________________________________
 DA0860  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0860
 DA0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0860
 DA0860.The horizontal coordinates were scaled from a topographic map and have
 DA0860.an estimated accuracy of +/- 6 seconds.
 DA0860
 DA0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0860.The vertical order pertains to the NGVD 29 superseded value.
 DA0860
 DA0860.The geoid height was determined by GEOID03.
 DA0860
 DA0860;                    North         East    Units  Estimated Accuracy
 DA0860;SPC AZ C     -   165,340.       87,600.      MT  (+/- 180 meters Scaled)
 DA0860
 DA0860                          SUPERSEDED SURVEY CONTROL
 DA0860
 DA0860  NGVD 29 (??/??/92)  210.108  (m)          689.33   (f) ADJ UNCH    2 0
 DA0860
 DA0860.Superseded values are not recommended for survey control.
 DA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0860.See file dsdata.txt to determine how the superseded data were derived.
 DA0860
 DA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA881963(NAD 83)
 DA0860_MARKER: DB = BENCH MARK DISK
 DA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0860_STAMPING: B 353 1961
 DA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0860+STABILITY: SURFACE MOTION
 DA0860
 DA0860  HISTORY     - Date     Condition        Report By
 DA0860  HISTORY     - 1961     MONUMENTED       CGS
 DA0860  HISTORY     - 1962     GOOD             NGS
 DA0860
 DA0860                          STATION DESCRIPTION
 DA0860
 DA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0860'1.65 MI SE FROM TONY TANK.
 DA0860'ABOUT 1.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0860'TANK AT TONY TANK, 3.3 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0860'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 1.5 MILES
 DA0860'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0860'FEET AND IS NUMBERED 43, ABOUT 100 YARDS EAST OF THE SOUTHEAST END OF
 DA0860'A GROUP OF MESQUITE TREES, 14 FEET NORTHEAST OF A TRAIL ROAD, 1.5 FEET
 DA0860'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0860'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0180 ***********************************************************************
 DB0180  DESIGNATION -  B 353
 DB0180  PID         -  DB0180
 DB0180  STATE/COUNTY-  AZ/YUMA
 DB0180  USGS QUAD   -  LIGURTA (1965)
 DB0180
 DB0180                         *CURRENT SURVEY CONTROL
 DB0180  ___________________________________________________________________
 DB0180* NAD 83(1986)-  32 39 38.     (N)    114 19 37.     (W)     SCALED    
 DB0180* NAVD 88     -       241.48   (+/-2cm)     792.3    (feet)  VERTCON   
 DB0180  ___________________________________________________________________
 DB0180  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0180
 DB0180  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0180
 DB0180.The horizontal coordinates were scaled from a topographic map and have
 DB0180.an estimated accuracy of +/- 6 seconds.
 DB0180
 DB0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0180.The vertical order pertains to the NGVD 29 superseded value.
 DB0180
 DB0180.The geoid height was determined by GEOID03.
 DB0180
 DB0180;                    North         East    Units  Estimated Accuracy
 DB0180;SPC AZ W     -   184,260.      159,240.      MT  (+/- 180 meters Scaled)
 DB0180
 DB0180                          SUPERSEDED SURVEY CONTROL
 DB0180
 DB0180  NGVD 29 (??/??/??)  240.822  (m)          790.10   (f) ADJUSTED    1 2
 DB0180
 DB0180.Superseded values are not recommended for survey control.
 DB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0180.See file dsdata.txt to determine how the superseded data were derived.
 DB0180
 DB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS506168(NAD 83)
 DB0180_MARKER: DB = BENCH MARK DISK
 DB0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0180_SP_SET: FOUNDATION
 DB0180_STAMPING: B 353 1960
 DB0180_MARK LOGO: CGS   
 DB0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0180
 DB0180  HISTORY     - Date     Condition        Report By
 DB0180  HISTORY     - 1960     MONUMENTED       CGS
 DB0180  HISTORY     - 1967     GOOD             AZHD
 DB0180  HISTORY     - 1981     GOOD             NGS
 DB0180  HISTORY     - 1981     GOOD             NGS
 DB0180
 DB0180                          STATION DESCRIPTION
 DB0180
 DB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0180'2.2 MI W FROM LIGURTA.
 DB0180'2.2 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA TO THE SUMMIT OF
 DB0180'TELEGRAPH PASS, 100 FEET NORTHWEST OF HIGHWAY MILE POLE 22, 75
 DB0180'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A DRILL HOLE
 DB0180'IN A CONCRETE FOUNDATION WHICH WAS ORIGINALY USED TO SUPPORT A
 DB0180'YARD LIGHT AT A SERVICE STATION (ABANDONED) AND IS ABOUT 10
 DB0180'FEET HIGHER THAN THE HIGHWAY.
 DB0180
 DB0180                          STATION RECOVERY (1967)
 DB0180
 DB0180'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DB0180'RECOVERED IN GOOD CONDITION.
 DB0180
 DB0180                          STATION RECOVERY (1981)
 DB0180
 DB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0180'RECOVERED IN GOOD CONDITION.
 DB0180
 DB0180                          STATION RECOVERY (1981)
 DB0180
 DB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0830 ***********************************************************************
 DA0830  DESIGNATION -  B 354
 DA0830  PID         -  DA0830
 DA0830  STATE/COUNTY-  AZ/MARICOPA
 DA0830  USGS QUAD   -  SENTINEL NE (1986)
 DA0830
 DA0830                         *CURRENT SURVEY CONTROL
 DA0830  ___________________________________________________________________
 DA0830* NAD 83(1986)-  32 53 09.     (N)    113 04 54.     (W)     SCALED    
 DA0830* NAVD 88     -       226.67   (+/-2cm)     743.7    (feet)  VERTCON   
 DA0830  ___________________________________________________________________
 DA0830  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0830
 DA0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0830
 DA0830.The horizontal coordinates were scaled from a topographic map and have
 DA0830.an estimated accuracy of +/- 6 seconds.
 DA0830
 DA0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0830.The vertical order pertains to the NGVD 29 superseded value.
 DA0830
 DA0830.The geoid height was determined by GEOID03.
 DA0830
 DA0830;                    North         East    Units  Estimated Accuracy
 DA0830;SPC AZ C     -   209,690.      104,360.      MT  (+/- 180 meters Scaled)
 DA0830
 DA0830                          SUPERSEDED SURVEY CONTROL
 DA0830
 DA0830  NGVD 29 (??/??/92)  226.050  (m)          741.63   (f) ADJ UNCH    2 0
 DA0830
 DA0830.Superseded values are not recommended for survey control.
 DA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0830.See file dsdata.txt to determine how the superseded data were derived.
 DA0830
 DA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB052405(NAD 83)
 DA0830_MARKER: DB = BENCH MARK DISK
 DA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0830_STAMPING: B 354 1960
 DA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0830+STABILITY: SURFACE MOTION
 DA0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0830+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0830
 DA0830  HISTORY     - Date     Condition        Report By
 DA0830  HISTORY     - 1960     MONUMENTED       CGS
 DA0830  HISTORY     - 20060128 GOOD             USPSQD
 DA0830  HISTORY     - 20060128 GOOD             USPSQD
 DA0830
 DA0830                          STATION DESCRIPTION
 DA0830
 DA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0830'7.7 MI E FROM SENTINEL.
 DA0830'7.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0830'276 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 36
 DA0830'FEET SOUTH OF A FENCE LINE, 4 FEET NORTH OF A METAL WITNESS POST WITH
 DA0830'SIGN, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DA0830
 DA0830                          STATION RECOVERY (2006)
 DA0830
 DA0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0830'RECOVERED AS DESCRIBED.
 DA0830
 DA0830                          STATION RECOVERY (2006)
 DA0830
 DA0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0830'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0988 ***********************************************************************
 DA0988  DESIGNATION -  B 355
 DA0988  PID         -  DA0988
 DA0988  STATE/COUNTY-  AZ/YUMA
 DA0988  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0988
 DA0988                         *CURRENT SURVEY CONTROL
 DA0988  ___________________________________________________________________
 DA0988* NAD 83(1986)-  32 16 10.     (N)    113 41 30.     (W)     SCALED    
 DA0988* NAVD 88     -       310.45   (+/-2cm)    1018.5    (feet)  VERTCON   
 DA0988  ___________________________________________________________________
 DA0988  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DA0988
 DA0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0988
 DA0988.The horizontal coordinates were scaled from a topographic map and have
 DA0988.an estimated accuracy of +/- 6 seconds.
 DA0988
 DA0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0988.The vertical order pertains to the NGVD 29 superseded value.
 DA0988
 DA0988.The geoid height was determined by GEOID03.
 DA0988
 DA0988;                    North         East    Units  Estimated Accuracy
 DA0988;SPC AZ W     -   140,750.      218,860.      MT  (+/- 180 meters Scaled)
 DA0988
 DA0988                          SUPERSEDED SURVEY CONTROL
 DA0988
 DA0988  NGVD 29 (??/??/92)  309.763  (m)         1016.28   (f) ADJ UNCH    2 0
 DA0988
 DA0988.Superseded values are not recommended for survey control.
 DA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0988.See file dsdata.txt to determine how the superseded data were derived.
 DA0988
 DA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA464734(NAD 83)
 DA0988_MARKER: DB = BENCH MARK DISK
 DA0988_SETTING: 66 = SET IN ROCK OUTCROP
 DA0988_SP_SET: ROCK OUTCROP
 DA0988_STAMPING: B 355 1962
 DA0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0988+STABILITY: POSITION/ELEVATION WELL
 DA0988
 DA0988  HISTORY     - Date     Condition        Report By
 DA0988  HISTORY     - 1962     MONUMENTED       CGS
 DA0988
 DA0988                          STATION DESCRIPTION
 DA0988
 DA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0988'6.4 MI NE FROM TULE WELL.
 DA0988'ABOUT 6.4 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0988'COMMISSION SHELTER AT TULE WELL, 1.9 MILES IN A GENERAL NORTHERLY
 DA0988'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0988'16 FEET AND IS NUMBERED 27, AT THE JUNCTION OF THE ROAD AND A WASH
 DA0988'WHICH FOLLOWS THE SOUTHWEST SIDE OF A MOUNTAIN OF ROCK, 22 FEET
 DA0988'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A FLAT
 DA0988'GRANITE OUTCROP WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, 73
 DA0988'FEET NORTHEAST OF AND ACROSS THE ROAD FROM A ROCKY WASH, AND ABOUT 1
 DA0988'1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0263 ***********************************************************************
 CZ0263  DESIGNATION -  B 355
 CZ0263  PID         -  CZ0263
 CZ0263  STATE/COUNTY-  AZ/PIMA
 CZ0263  USGS QUAD   -  VAIL (1981)
 CZ0263
 CZ0263                         *CURRENT SURVEY CONTROL
 CZ0263  ___________________________________________________________________
 CZ0263* NAD 83(1986)-  32 01 53.     (N)    110 43 36.     (W)     SCALED    
 CZ0263* NAVD 88     -       985.825  (meters)    3234.33   (feet)  ADJUSTED  
 CZ0263  ___________________________________________________________________
 CZ0263  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CZ0263  DYNAMIC HT  -         984.404 (meters)    3229.67  (feet)  COMP
 CZ0263  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 CZ0263
 CZ0263  VERT ORDER  -  FIRST     CLASS II
 CZ0263
 CZ0263.The horizontal coordinates were scaled from a topographic map and have
 CZ0263.an estimated accuracy of +/- 6 seconds.
 CZ0263
 CZ0263.The orthometric height was determined by differential leveling
 CZ0263.and adjusted by the National Geodetic Survey in June 1991..
 CZ0263
 CZ0263.The geoid height was determined by GEOID03.
 CZ0263
 CZ0263.The dynamic height is computed by dividing the NAVD 88
 CZ0263.geopotential number by the normal gravity value computed on the
 CZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0263.degrees latitude (g = 980.6199 gals.).
 CZ0263
 CZ0263.The modeled gravity was interpolated from observed gravity values.
 CZ0263
 CZ0263;                    North         East    Units  Estimated Accuracy
 CZ0263;SPC AZ C     -   114,970.      325,760.      MT  (+/- 180 meters Scaled)
 CZ0263
 CZ0263                          SUPERSEDED SURVEY CONTROL
 CZ0263
 CZ0263  NGVD 29 (??/??/92)  985.112  (m)         3231.99   (f) ADJ UNCH    1 2
 CZ0263
 CZ0263.Superseded values are not recommended for survey control.
 CZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0263.See file dsdata.txt to determine how the superseded data were derived.
 CZ0263
 CZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA258439(NAD 83)
 CZ0263_MARKER: DB = BENCH MARK DISK
 CZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0263_STAMPING: B 355 1960
 CZ0263_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0263+STABILITY: SURFACE MOTION
 CZ0263
 CZ0263  HISTORY     - Date     Condition        Report By
 CZ0263  HISTORY     - 1960     MONUMENTED       CGS
 CZ0263  HISTORY     - 1979     GOOD             NGS
 CZ0263
 CZ0263                          STATION DESCRIPTION
 CZ0263
 CZ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0263'17.5 MI SE FROM TUCSON.
 CZ0263'17.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0263'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 265, 108 FEET SOUTHWEST OF
 CZ0263'THE MILE POST, 89 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0263'TRAFFIC LANE, 5 FEET NORTHEAST OF A FENCE LINE, 1.7 FEET SOUTHWEST OF
 CZ0263'A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 CZ0263'INCHES.
 CZ0263
 CZ0263                          STATION RECOVERY (1979)
 CZ0263
 CZ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0263'18.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0263'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE SOUTHEAST OF THE CROSSING
 CZ0263'OF A POWER LINE, 89 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 CZ0263'TRAFFIC LANE, 240 FEET WEST OF MILE POST 279, 156 FEET NORTHWEST OF
 CZ0263'THE SOUTHWESTERNMOST POST SUPPORTING A SIGN READING EXIT 279 VAIL ROAD
 CZ0263'WENTWORTH ROAD NEXT RIGHT AND 5 FEET NORTHEAST OF THE SOUTHWEST
 CZ0263'RIGHT-OF-WAY FENCE.
 CZ0263'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0263'THE MARK IS 4 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0409 ***********************************************************************
 GR0409  DESIGNATION -  B 356
 GR0409  PID         -  GR0409
 GR0409  STATE/COUNTY-  AZ/MOHAVE
 GR0409  USGS QUAD   -  BONELLI BAY (1983)
 GR0409
 GR0409                         *CURRENT SURVEY CONTROL
 GR0409  ___________________________________________________________________
 GR0409* NAD 83(1986)-  36 05 28.     (N)    114 29 33.     (W)     SCALED    
 GR0409* NAVD 88     -       366.194  (meters)    1201.42   (feet)  POSTED    
 GR0409  ___________________________________________________________________
 GR0409  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR0409  DYNAMIC HT  -         365.840 (meters)    1200.26  (feet)  COMP
 GR0409  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 GR0409
 GR0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0409
 GR0409.The horizontal coordinates were scaled from a topographic map and have
 GR0409.an estimated accuracy of +/- 6 seconds.
 GR0409
 GR0409.The orthometric height was determined by differential leveling
 GR0409.and adjusted by the National Geodetic Survey in 1992..
 GR0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0409.rate of 0.0 thru 1.0 mm/km.
 GR0409
 GR0409.The geoid height was determined by GEOID03.
 GR0409
 GR0409.The dynamic height is computed by dividing the NAVD 88
 GR0409.geopotential number by the normal gravity value computed on the
 GR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0409.degrees latitude (g = 980.6199 gals.).
 GR0409
 GR0409.The modeled gravity was interpolated from observed gravity values.
 GR0409
 GR0409;                    North         East    Units  Estimated Accuracy
 GR0409;SPC AZ W     -   564,900.      146,490.      MT  (+/- 180 meters Scaled)
 GR0409
 GR0409                          SUPERSEDED SURVEY CONTROL
 GR0409
 GR0409  NGVD 29 (??/??/92)  365.489  (m)         1199.11   (f) ADJ UNCH    1 2
 GR0409
 GR0409.Superseded values are not recommended for survey control.
 GR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0409.See file dsdata.txt to determine how the superseded data were derived.
 GR0409
 GR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV257969(NAD 83)
 GR0409_MARKER: DB = BENCH MARK DISK
 GR0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0409_STAMPING: B 356 1963
 GR0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0409
 GR0409  HISTORY     - Date     Condition        Report By
 GR0409  HISTORY     - 1963     MONUMENTED       CGS
 GR0409
 GR0409                          STATION DESCRIPTION
 GR0409
 GR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0409'0.9 MI NW FROM BONELLI LANDING.
 GR0409'0.9 MILE NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0409'BONELLI LANDING, 1.1 MILES NORTHWEST OF BENCH MARK A 356, ON TOP OF
 GR0409'THE NORTHEAST END OF A LOW RIDGE, ABOUT 5 FEET SOUTHWEST OF THE HIGH
 GR0409'WATER LINE, 2.6 FEET SOUTHWEST OF A WITNESS POST, AND BRAZED ON THE
 GR0409'TOP OF A 3-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0835 ***********************************************************************
 ET0835  DESIGNATION -  B 357
 ET0835  PID         -  ET0835
 ET0835  STATE/COUNTY-  AZ/MOHAVE
 ET0835  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0835
 ET0835                         *CURRENT SURVEY CONTROL
 ET0835  ___________________________________________________________________
 ET0835* NAD 83(1986)-  34 15 45.     (N)    113 59 02.     (W)     SCALED    
 ET0835* NAVD 88     -       179.22   (+/-2cm)     588.0    (feet)  VERTCON   
 ET0835  ___________________________________________________________________
 ET0835  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ET0835
 ET0835  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0835
 ET0835.The horizontal coordinates were scaled from a topographic map and have
 ET0835.an estimated accuracy of +/- 6 seconds.
 ET0835
 ET0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0835.The vertical order pertains to the NGVD 29 superseded value.
 ET0835
 ET0835.The geoid height was determined by GEOID03.
 ET0835
 ET0835;                    North         East    Units  Estimated Accuracy
 ET0835;SPC AZ W     -   361,810.      191,820.      MT  (+/- 180 meters Scaled)
 ET0835
 ET0835                          SUPERSEDED SURVEY CONTROL
 ET0835
 ET0835  NGVD 29 (08/15/05)  178.607  (m)          585.98   (f) ADJUSTED    1 1
 ET0835
 ET0835.Superseded values are not recommended for survey control.
 ET0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0835.See file dsdata.txt to determine how the superseded data were derived.
 ET0835
 ET0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC252952(NAD 83)
 ET0835_MARKER: DB = BENCH MARK DISK
 ET0835_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0835_STAMPING: B 357 1976
 ET0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0835
 ET0835  HISTORY     - Date     Condition        Report By
 ET0835  HISTORY     - 1976     MONUMENTED       NGS
 ET0835
 ET0835                          STATION DESCRIPTION
 ET0835
 ET0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0835'29.85 MI NW FROM BOUSE.
 ET0835'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0835'BOUSE, THENCE 1.4 MILES WEST ALONG THE PLANET RANCH ROAD, THENCE 0.5
 ET0835'MILE NORTH ALONG A DIM ROAD, ON THE EAST SIDE OF A ROCK BLUFF, IN TOP
 ET0835'OF THE EAST SIDE OF A 12 BY 11 FT. FLAT BOULDER PROJECTING 2 FT. ABOVE
 ET0835'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0172 ***********************************************************************
 CZ0172  DESIGNATION -  B 358
 CZ0172  PID         -  CZ0172
 CZ0172  STATE/COUNTY-  AZ/PIMA
 CZ0172  USGS QUAD   -  TUCSON SW (1992)
 CZ0172
 CZ0172                         *CURRENT SURVEY CONTROL
 CZ0172  ___________________________________________________________________
 CZ0172* NAD 83(1986)-  32 02 02.     (N)    110 59 35.     (W)     SCALED    
 CZ0172* NAVD 88     -       819.02   (+/-2cm)    2687.1    (feet)  VERTCON   
 CZ0172  ___________________________________________________________________
 CZ0172  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0172
 CZ0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0172
 CZ0172.The horizontal coordinates were scaled from a topographic map and have
 CZ0172.an estimated accuracy of +/- 6 seconds.
 CZ0172
 CZ0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0172.The vertical order pertains to the NGVD 29 superseded value.
 CZ0172
 CZ0172.The geoid height was determined by GEOID03.
 CZ0172
 CZ0172;                    North         East    Units  Estimated Accuracy
 CZ0172;SPC AZ C     -   115,000.      300,600.      MT  (+/- 180 meters Scaled)
 CZ0172
 CZ0172                          SUPERSEDED SURVEY CONTROL
 CZ0172
 CZ0172  NGVD 29 (??/??/92)  818.370  (m)         2684.94   (f) ADJ UNCH    2 0
 CZ0172
 CZ0172.Superseded values are not recommended for survey control.
 CZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0172.See file dsdata.txt to determine how the superseded data were derived.
 CZ0172
 CZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006441(NAD 83)
 CZ0172_MARKER: DB = BENCH MARK DISK
 CZ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0172_STAMPING: B 358 1960
 CZ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0172+STABILITY: SURFACE MOTION
 CZ0172
 CZ0172  HISTORY     - Date     Condition        Report By
 CZ0172  HISTORY     - 1960     MONUMENTED       CGS
 CZ0172  HISTORY     - 1967     GOOD             USGS
 CZ0172  HISTORY     - 19950115 GOOD             USPSQD
 CZ0172
 CZ0172                          STATION DESCRIPTION
 CZ0172
 CZ0172'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0172'6.4 MI SE FROM TUCSON.
 CZ0172'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0172'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALONCIA ROAD, THENCE 6.8
 CZ0172'MILES SOUTH ON INTERSTATE HIGHWAY 19, 137 FEET WEST OF THE CENTER OF
 CZ0172'THE WEST LANE OF THE FREEWAY, 2 FEET SOUTH OF WITNESS POST, AND SET IN
 CZ0172'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES.
 CZ0172
 CZ0172                          STATION RECOVERY (1995)
 CZ0172
 CZ0172'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0174 ***********************************************************************
 GQ0174  DESIGNATION -  B 359
 GQ0174  PID         -  GQ0174
 GQ0174  STATE/COUNTY-  AZ/MOHAVE
 GQ0174  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0174
 GQ0174                         *CURRENT SURVEY CONTROL
 GQ0174  ___________________________________________________________________
 GQ0174* NAD 83(1986)-  36 56 35.     (N)    113 48 05.     (W)     SCALED    
 GQ0174* NAVD 88     -       641.251  (meters)    2103.84   (feet)  POSTED    
 GQ0174  ___________________________________________________________________
 GQ0174  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 GQ0174  DYNAMIC HT  -         640.580 (meters)    2101.64  (feet)  COMP
 GQ0174  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 GQ0174
 GQ0174  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0174
 GQ0174.The horizontal coordinates were scaled from a topographic map and have
 GQ0174.an estimated accuracy of +/- 6 seconds.
 GQ0174
 GQ0174.The orthometric height was determined by differential leveling
 GQ0174.and adjusted by the National Geodetic Survey in 1992..
 GQ0174.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0174.rate of 1.1 thru 2.0 mm/km.
 GQ0174
 GQ0174.The geoid height was determined by GEOID03.
 GQ0174
 GQ0174.The dynamic height is computed by dividing the NAVD 88
 GQ0174.geopotential number by the normal gravity value computed on the
 GQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0174.degrees latitude (g = 980.6199 gals.).
 GQ0174
 GQ0174.The modeled gravity was interpolated from observed gravity values.
 GQ0174
 GQ0174;                    North         East    Units  Estimated Accuracy
 GQ0174;SPC AZ W     -   659,170.      208,780.      MT  (+/- 180 meters Scaled)
 GQ0174
 GQ0174                          SUPERSEDED SURVEY CONTROL
 GQ0174
 GQ0174  NGVD 29 (??/??/92)  640.445  (m)         2101.19   (f) ADJ UNCH    2 0
 GQ0174
 GQ0174.Superseded values are not recommended for survey control.
 GQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0174.See file dsdata.txt to determine how the superseded data were derived.
 GQ0174
 GQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF505922(NAD 83)
 GQ0174_MARKER: DB = BENCH MARK DISK
 GQ0174_SETTING: 80 = SET IN A BOULDER
 GQ0174_SP_SET: BOUDLDER
 GQ0174_STAMPING: B 359 1960
 GQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0174+STABILITY: SURFACE MOTION
 GQ0174
 GQ0174  HISTORY     - Date     Condition        Report By
 GQ0174  HISTORY     - 1960     MONUMENTED       CGS
 GQ0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0174
 GQ0174                          STATION DESCRIPTION
 GQ0174
 GQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0174'10.5 MI NE FROM LITTLEFIELD.
 GQ0174'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0174'BLACKTOP ROAD TO A TRAIL LEADING NORTHEAST, THENCE 3.5 MILES NORTHEAST
 GQ0174'TO A TRAIL ROAD CROSSING THE VIRGIN RIVER TO STATION BEAVER, THENCE
 GQ0174'1.1 MILES NORTHEAST TO THE MOUTH OF THE GORGE OF THE VIRGIN RIVER,
 GQ0174'THENCE 5.8 MILES NORTHEAST FOLLOWING THE RIVER BED TO A PROMINENT
 GQ0174'OUTCROP AT THE MARK, 200 FEET NORTH OF THE RIVER BANK CEMENTED IN A
 GQ0174'DRILL HOLE IN A BOULDER.
 GQ0174
 GQ0174                          STATION RECOVERY (1982)
 GQ0174
 GQ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0606 ***********************************************************************
 DA0606  DESIGNATION -  B 360
 DA0606  PID         -  DA0606
 DA0606  STATE/COUNTY-  AZ/MARICOPA
 DA0606  USGS QUAD   -  GILA BEND (1973)
 DA0606
 DA0606                         *CURRENT SURVEY CONTROL
 DA0606  ___________________________________________________________________
 DA0606* NAD 83(1986)-  32 56 57.     (N)    112 41 49.     (W)     SCALED    
 DA0606* NAVD 88     -       230.775  (meters)     757.13   (feet)  ADJUSTED  
 DA0606  ___________________________________________________________________
 DA0606  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0606  DYNAMIC HT  -         230.502 (meters)     756.24  (feet)  COMP
 DA0606  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 DA0606
 DA0606  VERT ORDER  -  FIRST     CLASS II
 DA0606
 DA0606.The horizontal coordinates were scaled from a topographic map and have
 DA0606.an estimated accuracy of +/- 6 seconds.
 DA0606
 DA0606.The orthometric height was determined by differential leveling
 DA0606.and adjusted by the National Geodetic Survey in June 1991..
 DA0606
 DA0606.The geoid height was determined by GEOID03.
 DA0606
 DA0606.The dynamic height is computed by dividing the NAVD 88
 DA0606.geopotential number by the normal gravity value computed on the
 DA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0606.degrees latitude (g = 980.6199 gals.).
 DA0606
 DA0606.The modeled gravity was interpolated from observed gravity values.
 DA0606
 DA0606;                    North         East    Units  Estimated Accuracy
 DA0606;SPC AZ C     -   216,390.      140,410.      MT  (+/- 180 meters Scaled)
 DA0606
 DA0606                          SUPERSEDED SURVEY CONTROL
 DA0606
 DA0606  NGVD 29 (??/??/92)  230.175  (m)          755.17   (f) ADJ UNCH    1 2
 DA0606
 DA0606.Superseded values are not recommended for survey control.
 DA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0606.See file dsdata.txt to determine how the superseded data were derived.
 DA0606
 DA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB413469(NAD 83)
 DA0606_MARKER: DB = BENCH MARK DISK
 DA0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0606_SP_SET: CULVERT
 DA0606_STAMPING: B 360 1967
 DA0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0606+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0606
 DA0606  HISTORY     - Date     Condition        Report By
 DA0606  HISTORY     - 1967     MONUMENTED       CGS
 DA0606  HISTORY     - 1980     GOOD             NGS
 DA0606  HISTORY     - 1980     GOOD             NGS
 DA0606  HISTORY     - 19941202 POOR             USPSQD
 DA0606  HISTORY     - 20060219 GOOD             USPSQD
 DA0606
 DA0606                          STATION DESCRIPTION
 DA0606
 DA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0606'1.2 MI E FROM GILA BEND.
 DA0606'1.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0606'GILA BEND, IN S 32, T 5 S, R 4 W, AT THE RAILROAD UNDERPASS FOR
 DA0606'INTERSTATE HIGHWAY 8, 8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DA0606'TRACK, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE RETAINING
 DA0606'WALL, 24 FEET EAST OF THE MOST EASTERLY ONE OF FOUR CONCRETE PILLARS,
 DA0606'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.
 DA0606
 DA0606                          STATION RECOVERY (1980)
 DA0606
 DA0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0606'RECOVERED IN GOOD CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (1980)
 DA0606
 DA0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0606'RECOVERED IN GOOD CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (1994)
 DA0606
 DA0606'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0606'MARK RECOVERED IN POOR CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (2006)
 DA0606
 DA0606'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0606'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0694 ***********************************************************************
 DA0694  DESIGNATION -  B 361
 DA0694  PID         -  DA0694
 DA0694  STATE/COUNTY-  AZ/MARICOPA
 DA0694  USGS QUAD   -  GILA BEND (1973)
 DA0694
 DA0694                         *CURRENT SURVEY CONTROL
 DA0694  ___________________________________________________________________
 DA0694* NAD 83(1986)-  32 59 29.     (N)    112 40 24.     (W)     SCALED    
 DA0694* NAVD 88     -       224.281  (meters)     735.83   (feet)  ADJUSTED  
 DA0694  ___________________________________________________________________
 DA0694  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0694  DYNAMIC HT  -         224.017 (meters)     734.96  (feet)  COMP
 DA0694  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 DA0694
 DA0694  VERT ORDER  -  FIRST     CLASS II
 DA0694
 DA0694.The horizontal coordinates were scaled from a topographic map and have
 DA0694.an estimated accuracy of +/- 6 seconds.
 DA0694
 DA0694.The orthometric height was determined by differential leveling
 DA0694.and adjusted by the National Geodetic Survey in June 1991..
 DA0694
 DA0694.The geoid height was determined by GEOID03.
 DA0694
 DA0694.The dynamic height is computed by dividing the NAVD 88
 DA0694.geopotential number by the normal gravity value computed on the
 DA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0694.degrees latitude (g = 980.6199 gals.).
 DA0694
 DA0694.The modeled gravity was interpolated from observed gravity values.
 DA0694
 DA0694;                    North         East    Units  Estimated Accuracy
 DA0694;SPC AZ C     -   221,050.      142,650.      MT  (+/- 180 meters Scaled)
 DA0694
 DA0694                          SUPERSEDED SURVEY CONTROL
 DA0694
 DA0694  NGVD 29 (??/??/92)  223.665  (m)          733.81   (f) ADJ UNCH    1 2
 DA0694
 DA0694.Superseded values are not recommended for survey control.
 DA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0694.See file dsdata.txt to determine how the superseded data were derived.
 DA0694
 DA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB436515(NAD 83)
 DA0694_MARKER: DB = BENCH MARK DISK
 DA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0694_STAMPING: B 361 1967
 DA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0694+STABILITY: SURFACE MOTION
 DA0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0694+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0694
 DA0694  HISTORY     - Date     Condition        Report By
 DA0694  HISTORY     - 1967     MONUMENTED       CGS
 DA0694  HISTORY     - 1981     GOOD             NGS
 DA0694  HISTORY     - 19941202 GOOD             USPSQD
 DA0694  HISTORY     - 20060128 GOOD             USPSQD
 DA0694  HISTORY     - 20060128 GOOD             USPSQD
 DA0694
 DA0694                          STATION DESCRIPTION
 DA0694
 DA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0694'4.1 MI N FROM GILA BEND.
 DA0694'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0694'GILA BEND, THENCE 3.25 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DA0694'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 16, T 5 S, R 4 W, 49 1/2 FEET
 DA0694'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 1/2 FEET SOUTHWEST OF
 DA0694'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 189 FEET
 DA0694'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 DA0694'A CULVERT UNDER THE HIGHWAY, 1 FOOT EAST OF A FENCE, 1.7 FEET WEST OF
 DA0694'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DA0694'OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0694
 DA0694                          STATION RECOVERY (1981)
 DA0694
 DA0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0694'RECOVERED IN GOOD CONDITION.
 DA0694
 DA0694                          STATION RECOVERY (1994)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0694'RECOVERED IN GOOD CONDITION.
 DA0694
 DA0694                          STATION RECOVERY (2006)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0694'RECOVERED AS DESCRIBED.
 DA0694
 DA0694                          STATION RECOVERY (2006)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0775 ***********************************************************************
 DV0775  DESIGNATION -  B 362
 DV0775  PID         -  DV0775
 DV0775  STATE/COUNTY-  AZ/MARICOPA
 DV0775  USGS QUAD   -  WINTERSBURG (1984)
 DV0775
 DV0775                         *CURRENT SURVEY CONTROL
 DV0775  ___________________________________________________________________
 DV0775* NAD 83(1986)-  33 23 35.     (N)    112 48 24.     (W)     SCALED    
 DV0775* NAVD 88     -       289.626  (meters)     950.21   (feet)  ADJUSTED  
 DV0775  ___________________________________________________________________
 DV0775  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0775  DYNAMIC HT  -         289.292 (meters)     949.12  (feet)  COMP
 DV0775  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 DV0775
 DV0775  VERT ORDER  -  FIRST     CLASS II
 DV0775
 DV0775.The horizontal coordinates were scaled from a topographic map and have
 DV0775.an estimated accuracy of +/- 6 seconds.
 DV0775
 DV0775.The orthometric height was determined by differential leveling
 DV0775.and adjusted by the National Geodetic Survey in June 1991..
 DV0775
 DV0775.The geoid height was determined by GEOID03.
 DV0775
 DV0775.The dynamic height is computed by dividing the NAVD 88
 DV0775.geopotential number by the normal gravity value computed on the
 DV0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0775.degrees latitude (g = 980.6199 gals.).
 DV0775
 DV0775.The modeled gravity was interpolated from observed gravity values.
 DV0775
 DV0775;                    North         East    Units  Estimated Accuracy
 DV0775;SPC AZ C     -   265,690.      130,560.      MT  (+/- 180 meters Scaled)
 DV0775
 DV0775                          SUPERSEDED SURVEY CONTROL
 DV0775
 DV0775  NGVD 29 (??/??/92)  288.998  (m)          948.15   (f) ADJ UNCH    1 2
 DV0775
 DV0775.Superseded values are not recommended for survey control.
 DV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0775.See file dsdata.txt to determine how the superseded data were derived.
 DV0775
 DV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB319963(NAD 83)
 DV0775_MARKER: DB = BENCH MARK DISK
 DV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0775_STAMPING: B 362 1967
 DV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0775+STABILITY: SURFACE MOTION
 DV0775
 DV0775  HISTORY     - Date     Condition        Report By
 DV0775  HISTORY     - 1967     MONUMENTED       CGS
 DV0775  HISTORY     - 1981     GOOD             NGS
 DV0775
 DV0775                          STATION DESCRIPTION
 DV0775
 DV0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0775'5.8 MI NW FROM HASSAYAMPA.
 DV0775'5.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0775'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 30, T 1 N, R 5 W,
 DV0775'AT A CROSSING OF THE ROAD AND A POWER LINE, AT THE JUNCTION OF THE
 DV0775'ROAD AND A DIRT ROAD LEADING SOUTH, 63 1/2 FEET SOUTHWEST OF THE
 DV0775'CENTER LINE OF THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE DIRT
 DV0775'ROAD, 10.2 FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 DV0775'2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3.0 FEET BELOW THE LEVEL
 DV0775'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DV0775'INCHES.
 DV0775
 DV0775                          STATION RECOVERY (1981)
 DV0775
 DV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0966 ***********************************************************************
 CZ0966  DESIGNATION -  B 363
 CZ0966  PID         -  CZ0966
 CZ0966  STATE/COUNTY-  AZ/PINAL
 CZ0966  USGS QUAD   -  STANFIELD (1992)
 CZ0966
 CZ0966                         *CURRENT SURVEY CONTROL
 CZ0966  ___________________________________________________________________
 CZ0966* NAD 83(1986)-  32 58 31.     (N)    111 54 57.     (W)     SCALED    
 CZ0966* NAVD 88     -       392.222  (meters)    1286.82   (feet)  ADJUSTED  
 CZ0966  ___________________________________________________________________
 CZ0966  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ0966  DYNAMIC HT  -         391.748 (meters)    1285.26  (feet)  COMP
 CZ0966  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 CZ0966  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 CZ0966
 CZ0966  VERT ORDER  -  FIRST     CLASS II
 CZ0966
 CZ0966.The horizontal coordinates were scaled from a topographic map and have
 CZ0966.an estimated accuracy of +/- 6 seconds.
 CZ0966
 CZ0966.The orthometric height was determined by differential leveling
 CZ0966.and adjusted by the National Geodetic Survey in June 1991..
 CZ0966
 CZ0966.The geoid height was determined by GEOID03.
 CZ0966
 CZ0966.The dynamic height is computed by dividing the NAVD 88
 CZ0966.geopotential number by the normal gravity value computed on the
 CZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0966.degrees latitude (g = 980.6199 gals.).
 CZ0966
 CZ0966.The modeled gravity was interpolated from observed gravity values.
 CZ0966.The observed gravity was obtained from relative gravimeter ties
 CZ0966.to the IGSN71 gravity network.
 CZ0966
 CZ0966;                    North         East    Units  Estimated Accuracy
 CZ0966;SPC AZ C     -   219,010.      213,440.      MT  (+/- 180 meters Scaled)
 CZ0966
 CZ0966                          SUPERSEDED SURVEY CONTROL
 CZ0966
 CZ0966  NGVD 29 (??/??/92)  391.791  (m)         1285.40   (f) ADJ UNCH    1 2
 CZ0966
 CZ0966.Superseded values are not recommended for survey control.
 CZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0966.See file dsdata.txt to determine how the superseded data were derived.
 CZ0966
 CZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB144489(NAD 83)
 CZ0966_MARKER: DB = BENCH MARK DISK
 CZ0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0966_SP_SET: ABUTMENT
 CZ0966_STAMPING: B 363 1967
 CZ0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0966+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ0966
 CZ0966  HISTORY     - Date     Condition        Report By
 CZ0966  HISTORY     - 1967     MONUMENTED       CGS
 CZ0966  HISTORY     - 1980     GOOD             NGS
 CZ0966  HISTORY     - 1980     GOOD             NGS
 CZ0966  HISTORY     - 20060807 GOOD             GEOCAC
 CZ0966
 CZ0966                          STATION DESCRIPTION
 CZ0966
 CZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0966'9.6 MI SE FROM MARICOPA.
 CZ0966'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0966'MARICOPA, THENCE 9.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0966'RAILROAD, IN S 23, T 5 S, R 4 E, 5 POLES SOUTHEAST OF MILEPOST 107, 7
 CZ0966'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 CZ0966'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 CZ0966'RAILROAD BRIDGE NUMBER 107.16, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CZ0966'TRACKS.
 CZ0966
 CZ0966                          STATION RECOVERY (1980)
 CZ0966
 CZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0966'RECOVERED IN GOOD CONDITION.
 CZ0966
 CZ0966                          STATION RECOVERY (1980)
 CZ0966
 CZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0966'RECOVERED IN GOOD CONDITION.
 CZ0966
 CZ0966                          STATION RECOVERY (2006)
 CZ0966
 CZ0966'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1071 ***********************************************************************
 CZ1071  DESIGNATION -  B 364
 CZ1071  PID         -  CZ1071
 CZ1071  STATE/COUNTY-  AZ/PINAL
 CZ1071  USGS QUAD   -  ELOY NORTH (1992)
 CZ1071
 CZ1071                         *CURRENT SURVEY CONTROL
 CZ1071  ___________________________________________________________________
 CZ1071* NAD 83(1986)-  32 47 44.     (N)    111 30 39.     (W)     SCALED    
 CZ1071* NAVD 88     -       468.478  (meters)    1537.00   (feet)  ADJUSTED  
 CZ1071  ___________________________________________________________________
 CZ1071  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ1071  DYNAMIC HT  -         467.892 (meters)    1535.08  (feet)  COMP
 CZ1071  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 CZ1071
 CZ1071  VERT ORDER  -  FIRST     CLASS II
 CZ1071
 CZ1071.The horizontal coordinates were scaled from a topographic map and have
 CZ1071.an estimated accuracy of +/- 6 seconds.
 CZ1071
 CZ1071.The orthometric height was determined by differential leveling
 CZ1071.and adjusted by the National Geodetic Survey in November 1993..
 CZ1071
 CZ1071.The geoid height was determined by GEOID03.
 CZ1071
 CZ1071.The dynamic height is computed by dividing the NAVD 88
 CZ1071.geopotential number by the normal gravity value computed on the
 CZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1071.degrees latitude (g = 980.6199 gals.).
 CZ1071
 CZ1071.The modeled gravity was interpolated from observed gravity values.
 CZ1071
 CZ1071;                    North         East    Units  Estimated Accuracy
 CZ1071;SPC AZ C     -   199,150.      251,370.      MT  (+/- 180 meters Scaled)
 CZ1071
 CZ1071                          SUPERSEDED SURVEY CONTROL
 CZ1071
 CZ1071  NGVD 29 (??/??/92)  468.773  (m)         1537.97   (f) ADJ UNCH    1 2
 CZ1071
 CZ1071.Superseded values are not recommended for survey control.
 CZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1071.See file dsdata.txt to determine how the superseded data were derived.
 CZ1071
 CZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521287(NAD 83)
 CZ1071_MARKER: DB = BENCH MARK DISK
 CZ1071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1071_SP_SET: COPPER-CLAD STEEL ROD
 CZ1071_STAMPING: B 364 1967
 CZ1071_MARK LOGO: CGS   
 CZ1071_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1071+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ1071
 CZ1071  HISTORY     - Date     Condition        Report By
 CZ1071  HISTORY     - 1967     MONUMENTED       CGS
 CZ1071  HISTORY     - 19920103 GOOD             NGS
 CZ1071
 CZ1071                          STATION DESCRIPTION
 CZ1071
 CZ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1071'5.9 MI N FROM PICACHO.
 CZ1071'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1071'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 4.9 MILES NORTH ALONG
 CZ1071'THE SOUTHERN PACIFIC RAILROAD, IN S 22, T 7 S, R 8 E, 8 POLES NORTH OF
 CZ1071'THE CROSSING OF THE RAILROAD AND A ROAD, 12 POLES NORTH OF MILEPOST
 CZ1071'975, 18 POLES SOUTH OF MILEPOST 974, 42 FEET WEST OF THE WEST RAIL OF
 CZ1071'THE TRACK, 4 1/2 FEET NORTH OF A TELEGRAPH POLE, 1.7 FEET SOUTH OF A
 CZ1071'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON
 CZ1071'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CZ1071'16 FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 3 INCHES.
 CZ1071
 CZ1071                          STATION RECOVERY (1992)
 CZ1071
 CZ1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1071'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1071'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1071'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1071'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 6.8 KM (4.20 MI)
 CZ1071'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.4 KM (0.25 MI) NORTH
 CZ1071'OF THE INTERSECTION OF AN IRRIGATION CANAL, 12.7 M (41.7 FT) WEST OF
 CZ1071'THE NEAR RAIL, 9.6 M (31.5 FT) SOUTHWEST OF A RAILROAD CROSSING
 CZ1071'WARNING SIGN, 5.0 M (16.4 FT) EAST OF THE CENTER OF AN IRRIGATION
 CZ1071'DITCH, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6
 CZ1071'FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 CZ1071'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0653 ***********************************************************************
 DU0653  DESIGNATION -  B 365
 DU0653  PID         -  DU0653
 DU0653  STATE/COUNTY-  AZ/MARICOPA
 DU0653  USGS QUAD   -  BUCKHORN (1982)
 DU0653
 DU0653                         *CURRENT SURVEY CONTROL
 DU0653  ___________________________________________________________________
 DU0653* NAD 83(1986)-  33 27 04.     (N)    111 40 13.     (W)     SCALED    
 DU0653* NAVD 88     -       479.070  (meters)    1571.75   (feet)  ADJUSTED  
 DU0653  ___________________________________________________________________
 DU0653  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0653  DYNAMIC HT  -         478.498 (meters)    1569.87  (feet)  COMP
 DU0653  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU0653
 DU0653  VERT ORDER  -  FIRST     CLASS I
 DU0653
 DU0653.The horizontal coordinates were scaled from a topographic map and have
 DU0653.an estimated accuracy of +/- 6 seconds.
 DU0653
 DU0653.The orthometric height was determined by differential leveling
 DU0653.and adjusted by the National Geodetic Survey in June 1991..
 DU0653
 DU0653.The geoid height was determined by GEOID03.
 DU0653
 DU0653.The dynamic height is computed by dividing the NAVD 88
 DU0653.geopotential number by the normal gravity value computed on the
 DU0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0653.degrees latitude (g = 980.6199 gals.).
 DU0653
 DU0653.The modeled gravity was interpolated from observed gravity values.
 DU0653
 DU0653;                    North         East    Units  Estimated Accuracy
 DU0653;SPC AZ C     -   271,810.      236,270.      MT  (+/- 180 meters Scaled)
 DU0653
 DU0653                          SUPERSEDED SURVEY CONTROL
 DU0653
 DU0653  NGVD 29 (??/??/92)  478.485  (m)         1569.83   (f) ADJ UNCH    1 1
 DU0653
 DU0653.Superseded values are not recommended for survey control.
 DU0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0653.See file dsdata.txt to determine how the superseded data were derived.
 DU0653
 DU0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC377015(NAD 83)
 DU0653_MARKER: DB = BENCH MARK DISK
 DU0653_SETTING: 66 = SET IN ROCK OUTCROP
 DU0653_SP_SET: ROCK OUTCROP
 DU0653_STAMPING: B 365 1967
 DU0653_MARK LOGO: CGS   
 DU0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0653+STABILITY: POSITION/ELEVATION WELL
 DU0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0653+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 DU0653
 DU0653  HISTORY     - Date     Condition        Report By
 DU0653  HISTORY     - 1967     MONUMENTED       CGS
 DU0653  HISTORY     - 1981     GOOD             NGS
 DU0653  HISTORY     - 19920120 GOOD             NGS
 DU0653  HISTORY     - 20020904 GOOD             MCDOT
 DU0653
 DU0653                          STATION DESCRIPTION
 DU0653
 DU0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0653'4.4 MI NE FROM BUCKHORN.
 DU0653'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM THE POST
 DU0653'OFFICE AT BUCKHORN, THENCE 2.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU0653'0.9 MILE SOUTHEAST ALONG A TRAIL ROAD, IN S 7, T 1 N, R 7 E, AT THE
 DU0653'FOOT OF THE NORTH SLOPE OF THE HIGHEST HILL IN THE VICINITY, 70 FEET
 DU0653'SOUTH OF THE TOE OF THE HILL, 180 FEET SOUTH OF THE CENTER LINE OF A
 DU0653'TRAIL ROAD AROUND THE HILL, SET IN THE TOP OF A ROCK OUTCROP, 0.6 FOOT
 DU0653'NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
 DU0653
 DU0653                          STATION RECOVERY (1981)
 DU0653
 DU0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0653'RECOVERED IN GOOD CONDITION.
 DU0653
 DU0653                          STATION RECOVERY (1992)
 DU0653
 DU0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0653'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU0653'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU0653'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH POWERS ROAD, THENCE 1.0 KM
 DU0653'(0.60 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, THENCE 0.3 KM (0.20 MI)
 DU0653'SOUTHERLY ACROSS COUNTRY, NEAR THE CENTER OF A 2 BY 3-FOOT AREA OF
 DU0653'OUTCROPPING BEDROCK ALONG THE NORTH SLOPE OF A HILL, 14.0 M (45.9 FT)
 DU0653'SOUTH OF THE BASE OF THE HILL, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 DU0653'POST.
 DU0653
 DU0653                          STATION RECOVERY (2002)
 DU0653
 DU0653'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0653'ELEVATION APPEARS TO BE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0626 ***********************************************************************
 DA0626  DESIGNATION -  B 366
 DA0626  PID         -  DA0626
 DA0626  STATE/COUNTY-  AZ/MARICOPA
 DA0626  USGS QUAD   -  BOSQUE (1973)
 DA0626
 DA0626                         *CURRENT SURVEY CONTROL
 DA0626  ___________________________________________________________________
 DA0626* NAD 83(1986)-  32 59 44.     (N)    112 30 50.     (W)     SCALED    
 DA0626* NAVD 88     -       383.564  (meters)    1258.41   (feet)  ADJUSTED  
 DA0626  ___________________________________________________________________
 DA0626  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0626  DYNAMIC HT  -         383.104 (meters)    1256.90  (feet)  COMP
 DA0626  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 DA0626
 DA0626  VERT ORDER  -  FIRST     CLASS II
 DA0626
 DA0626.The horizontal coordinates were scaled from a topographic map and have
 DA0626.an estimated accuracy of +/- 6 seconds.
 DA0626
 DA0626.The orthometric height was determined by differential leveling
 DA0626.and adjusted by the National Geodetic Survey in June 1991..
 DA0626
 DA0626.The geoid height was determined by GEOID03.
 DA0626
 DA0626.The dynamic height is computed by dividing the NAVD 88
 DA0626.geopotential number by the normal gravity value computed on the
 DA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0626.degrees latitude (g = 980.6199 gals.).
 DA0626
 DA0626.The modeled gravity was interpolated from observed gravity values.
 DA0626
 DA0626;                    North         East    Units  Estimated Accuracy
 DA0626;SPC AZ C     -   221,420.      157,550.      MT  (+/- 180 meters Scaled)
 DA0626
 DA0626                          SUPERSEDED SURVEY CONTROL
 DA0626
 DA0626  NGVD 29 (??/??/92)  382.925  (m)         1256.31   (f) ADJ UNCH    1 2
 DA0626
 DA0626.Superseded values are not recommended for survey control.
 DA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0626.See file dsdata.txt to determine how the superseded data were derived.
 DA0626
 DA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB585518(NAD 83)
 DA0626_MARKER: DB = BENCH MARK DISK
 DA0626_SETTING: 66 = SET IN ROCK OUTCROP
 DA0626_SP_SET: ROCK OUTCROP
 DA0626_STAMPING: B 366 1967
 DA0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0626+STABILITY: POSITION/ELEVATION WELL
 DA0626
 DA0626  HISTORY     - Date     Condition        Report By
 DA0626  HISTORY     - 1967     MONUMENTED       CGS
 DA0626  HISTORY     - 1980     GOOD             NGS
 DA0626  HISTORY     - 1980     GOOD             NGS
 DA0626  HISTORY     - 19941202 GOOD             USPSQD
 DA0626
 DA0626                          STATION DESCRIPTION
 DA0626
 DA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0626'12.6 MI E FROM GILA BEND.
 DA0626'12.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0626'AT GILA BEND, IN SECTION 13, T 5 S, R 3 W, AT THE WEST OF THE MORE
 DA0626'WESTERLY OF TWO SMALL ROCKY HILLS, 127 YARDS SOUTHEAST OF THE
 DA0626'SOUTHEAST RAIL OF THE MAIN TRACK, 242 YARDS SOUTHWEST OF THE SOUTHWEST
 DA0626'CORNER OF RAILROAD BRIDGE NUMBER 868.88, 292 YARDS SOUTHEAST AND
 DA0626'ACROSS THE TRACKS FROM BENCH MARK E 285, SET IN THE TOE OF A SMALL
 DA0626'ROCK OUTCROP WHICH PROJECTS 15 INCHES, 17 1/2 FEET SOUTHEAST OF A
 DA0626'METAL WITNESS POST, 145 FEET SOUTHEAST OF A SINGLE GRAVE ON THE INSIDE
 DA0626'OF A SMALL FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS.
 DA0626
 DA0626                          STATION RECOVERY (1980)
 DA0626
 DA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0626'RECOVERED IN GOOD CONDITION.
 DA0626
 DA0626                          STATION RECOVERY (1980)
 DA0626
 DA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0626'RECOVERED IN GOOD CONDITION.
 DA0626
 DA0626                          STATION RECOVERY (1994)
 DA0626
 DA0626'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1078 ***********************************************************************
 DU1078  DESIGNATION -  B 367
 DU1078  PID         -  DU1078
 DU1078  STATE/COUNTY-  AZ/MARICOPA
 DU1078  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1078
 DU1078                         *CURRENT SURVEY CONTROL
 DU1078  ___________________________________________________________________
 DU1078* NAD 83(1986)-  33 30 21.     (N)    111 47 27.     (W)     SCALED    
 DU1078* NAVD 88     -       395.477  (meters)    1297.49   (feet)  READJUSTED
 DU1078  ___________________________________________________________________
 DU1078  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1078  DYNAMIC HT  -         395.010 (meters)    1295.96  (feet)  COMP
 DU1078  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 DU1078
 DU1078  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1078
 DU1078.The horizontal coordinates were scaled from a topographic map and have
 DU1078.an estimated accuracy of +/- 6 seconds.
 DU1078
 DU1078.The orthometric height was determined by differential leveling
 DU1078.and adjusted by the National Geodetic Survey in April 1999..
 DU1078.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1078.distribution rate of 0.0 thru 1.0 mm/km.
 DU1078.The height was derived from older observations constrained to new
 DU1078.heights in a crustal motion area.  The height is approximate in
 DU1078.relation to other heights in its vicinity.
 DU1078
 DU1078.The geoid height was determined by GEOID03.
 DU1078
 DU1078.The dynamic height is computed by dividing the NAVD 88
 DU1078.geopotential number by the normal gravity value computed on the
 DU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1078.degrees latitude (g = 980.6199 gals.).
 DU1078
 DU1078.The modeled gravity was interpolated from observed gravity values.
 DU1078
 DU1078;                    North         East    Units  Estimated Accuracy
 DU1078;SPC AZ C     -   277,850.      225,050.      MT  (+/- 180 meters Scaled)
 DU1078
 DU1078                          SUPERSEDED SURVEY CONTROL
 DU1078
 DU1078  NAVD 88 (06/15/91)  395.492  (m)         1297.54   (f) UNKNOWN     1 2
 DU1078  NGVD 29 (??/??/92)  394.916  (m)         1295.65   (f) ADJ UNCH    1 2
 DU1078
 DU1078.Superseded values are not recommended for survey control.
 DU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1078.See file dsdata.txt to determine how the superseded data were derived.
 DU1078
 DU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC265076(NAD 83)
 DU1078_MARKER: DB = BENCH MARK DISK
 DU1078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1078_SP_SET: 9 FT
 DU1078_STAMPING: B 367 1967
 DU1078_PROJECTION: PROJECTING 27 CENTIMETERS
 DU1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1078_ROD/PIPE-DEPTH: 2.7  meters
 DU1078
 DU1078  HISTORY     - Date     Condition        Report By
 DU1078  HISTORY     - 1967     MONUMENTED       CGS
 DU1078  HISTORY     - 1981     GOOD             NGS
 DU1078
 DU1078                          STATION DESCRIPTION
 DU1078
 DU1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1078'11.9 MI NE FROM SCOTTSDALE.
 DU1078'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1078'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 8.8
 DU1078'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1078'ARIZONA CANAL, IN SECTION 24, T 2 N, R 5 E, 0.65 MILE EAST OF 3 ROWS
 DU1078'OF PYLONS WHICH CROSS THE ROAD AND CANAL, 63 FEET SOUTHWEST OF THE
 DU1078'CENTER LINE OF THE ROAD ALONG THE CANAL, 42 FEET NORTHEAST OF THE
 DU1078'CENTER LINE OF A TRAIL ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS
 DU1078'POST, ABOUT 7 FEET BELOW THE ROAD ALONG THE CANAL, AND ON THE TOP OF A
 DU1078'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS
 DU1078'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 9 INCHES.
 DU1078
 DU1078                          STATION RECOVERY (1981)
 DU1078
 DU1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1078'12.7 KILOMETERS (7.9 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1078'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, 1.0 KILOMETERS (0.65 MILE)
 DU1078'EAST OF THREE ROWS OF HIGH TENSION POWER LINES CROSSING THE CANAL,
 DU1078'19.2 METERS (63.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTH
 DU1078'ROAD PARALLELING THE CANAL AND 12.8 METERS (42.0 FEET) NORTHWEST OF
 DU1078'THE CENTERLINE OF THE TRACK ROAD PARALLELING THE CANAL.
 DU1078'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DU1078'THE MARK IS 1.5 M BELOW THE CANAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0455 ***********************************************************************
 DA0455  DESIGNATION -  B 37
 DA0455  PID         -  DA0455
 DA0455  STATE/COUNTY-  AZ/PIMA
 DA0455  USGS QUAD   -  HOTASON VO (1990)
 DA0455
 DA0455                         *CURRENT SURVEY CONTROL
 DA0455  ___________________________________________________________________
 DA0455* NAD 83(1986)-  32 12 13.     (N)    112 31 31.     (W)     SCALED    
 DA0455* NAVD 88     -       648.69   (+/-2cm)    2128.2    (feet)  VERTCON   
 DA0455  ___________________________________________________________________
 DA0455  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0455
 DA0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0455
 DA0455.The horizontal coordinates were scaled from a topographic map and have
 DA0455.an estimated accuracy of +/- 6 seconds.
 DA0455
 DA0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0455.The vertical order pertains to the NGVD 29 superseded value.
 DA0455
 DA0455.The geoid height was determined by GEOID03.
 DA0455
 DA0455;                    North         East    Units  Estimated Accuracy
 DA0455;SPC AZ C     -   133,610.      155,980.      MT  (+/- 180 meters Scaled)
 DA0455
 DA0455                          SUPERSEDED SURVEY CONTROL
 DA0455
 DA0455  NGVD 29 (??/??/92)  647.975  (m)         2125.90   (f) ADJ UNCH    2 0
 DA0455
 DA0455.Superseded values are not recommended for survey control.
 DA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0455.See file dsdata.txt to determine how the superseded data were derived.
 DA0455
 DA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA562640(NAD 83)
 DA0455_MARKER: DB = BENCH MARK DISK
 DA0455_SETTING: 66 = SET IN ROCK OUTCROP
 DA0455_SP_SET: ROCK OUTCROP
 DA0455_STAMPING: 2126.128 B 37 1933
 DA0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0455+STABILITY: POSITION/ELEVATION WELL
 DA0455
 DA0455  HISTORY     - Date     Condition        Report By
 DA0455  HISTORY     - 1933     MONUMENTED       CGS
 DA0455  HISTORY     - 1934     GOOD             NGS
 DA0455  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0455
 DA0455                          STATION DESCRIPTION
 DA0455
 DA0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0455'25.4 MI SE FROM AJO.
 DA0455'25.4 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA
 DA0455'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0455'AJO-TUCSON HIGHWAY, 0.5 MILE EAST OF A DARK LAVA HILL WITH A PROMINENT
 DA0455'BALD KNOB, 180 FEET WEST OF THE FIRST DIP IN THE HIGHWAY EAST OF THE
 DA0455'HILL, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A SHALLOW
 DA0455'BORROW PIT, IN THE TOP OF A LIME-CEMENTED CONGLOMERATE OUTCROP, AND
 DA0455'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED 2126.128 B 37 1933.
 DA0455
 DA0455                          STATION RECOVERY (1997)
 DA0455
 DA0455'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0627 ***********************************************************************
 CG0627  DESIGNATION -  B 38
 CG0627  PID         -  CG0627
 CG0627  STATE/COUNTY-  AZ/PIMA
 CG0627  USGS QUAD   -  SELLS WEST (1982)
 CG0627
 CG0627                         *CURRENT SURVEY CONTROL
 CG0627  ___________________________________________________________________
 CG0627* NAD 83(1986)-  31 56 38.     (N)    111 54 07.     (W)     SCALED    
 CG0627* NAVD 88     -       732.33   (+/-2cm)    2402.7    (feet)  VERTCON   
 CG0627  ___________________________________________________________________
 CG0627  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0627
 CG0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0627
 CG0627.The horizontal coordinates were scaled from a topographic map and have
 CG0627.an estimated accuracy of +/- 6 seconds.
 CG0627
 CG0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0627.The vertical order pertains to the NGVD 29 superseded value.
 CG0627
 CG0627.The geoid height was determined by GEOID03.
 CG0627
 CG0627;                    North         East    Units  Estimated Accuracy
 CG0627;SPC AZ C     -   104,650.      214,750.      MT  (+/- 180 meters Scaled)
 CG0627
 CG0627                          SUPERSEDED SURVEY CONTROL
 CG0627
 CG0627  NGVD 29 (??/??/92)  731.640  (m)         2400.39   (f) ADJ UNCH    2 0
 CG0627
 CG0627.Superseded values are not recommended for survey control.
 CG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0627.See file dsdata.txt to determine how the superseded data were derived.
 CG0627
 CG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA147345(NAD 83)
 CG0627_MARKER: DB = BENCH MARK DISK
 CG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0627_STAMPING: 2400.517 B 38 1933
 CG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0627+STABILITY: SURFACE MOTION
 CG0627
 CG0627  HISTORY     - Date     Condition        Report By
 CG0627  HISTORY     - 1933     MONUMENTED       CGS
 CG0627  HISTORY     - 1934     GOOD             NGS
 CG0627  HISTORY     - 1977     GOOD             USGS
 CG0627  HISTORY     - 19990106 GOOD             USPSQD
 CG0627
 CG0627                          STATION DESCRIPTION
 CG0627
 CG0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0627'2.5 MI NW FROM SELLS.
 CG0627'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0627'SELLS, PIMA COUNTY, 4-1/2 POLES SOUTHEAST OF A DIP IN THE HIGHWAY, ON
 CG0627'THE OLD AJO-TUCSON HIGHWAY, 66 FEET NORTHEAST OF THE CENTERLINE OF THE
 CG0627'HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 CG0627'2400.517 B 38 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CG0627'INCHES ABOVE GROUND.
 CG0627
 CG0627                          STATION RECOVERY (1977)
 CG0627
 CG0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0627'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0627'SELLS, PIMA COUNTY, SOUTHEAST OF A DIP IN THE HIGHWAY, ON THE OLD
 CG0627'AJO-TUCSON HIGHWAY, 73 FEET NORTHEAST OF THE CENTERLINE OF THE
 CG0627'HIGHWAY. A STANDARD DISK, STAMPED 2400.517 B 38 1933 AND SET IN THE
 CG0627'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CG0627
 CG0627                          STATION RECOVERY (1999)
 CG0627
 CG0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0193 ***********************************************************************
 FR0193  DESIGNATION -  B 385
 FR0193  PID         -  FR0193
 FR0193  STATE/COUNTY-  AZ/YAVAPAI
 FR0193  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0193
 FR0193                         *CURRENT SURVEY CONTROL
 FR0193  ___________________________________________________________________
 FR0193* NAD 83(1986)-  35 20 05.     (N)    112 55 37.     (W)     SCALED    
 FR0193* NAVD 88     -      1611.890  (meters)    5288.34   (feet)  ADJUSTED  
 FR0193  ___________________________________________________________________
 FR0193  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0193  DYNAMIC HT  -        1609.787 (meters)    5281.44  (feet)  COMP
 FR0193  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 FR0193
 FR0193  VERT ORDER  -  SECOND    CLASS 0
 FR0193
 FR0193.The horizontal coordinates were scaled from a topographic map and have
 FR0193.an estimated accuracy of +/- 6 seconds.
 FR0193
 FR0193.The orthometric height was determined by differential leveling
 FR0193.and adjusted by the National Geodetic Survey in June 1991..
 FR0193
 FR0193.The geoid height was determined by GEOID03.
 FR0193
 FR0193.The dynamic height is computed by dividing the NAVD 88
 FR0193.geopotential number by the normal gravity value computed on the
 FR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0193.degrees latitude (g = 980.6199 gals.).
 FR0193
 FR0193.The modeled gravity was interpolated from observed gravity values.
 FR0193
 FR0193;                    North         East    Units  Estimated Accuracy
 FR0193;SPC AZ C     -   481,170.      121,520.      MT  (+/- 180 meters Scaled)
 FR0193
 FR0193                          SUPERSEDED SURVEY CONTROL
 FR0193
 FR0193  NGVD 29 (??/??/92) 1611.019  (m)         5285.48   (f) ADJ UNCH    2 0
 FR0193
 FR0193.Superseded values are not recommended for survey control.
 FR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0193.See file dsdata.txt to determine how the superseded data were derived.
 FR0193
 FR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE248118(NAD 83)
 FR0193_MARKER: DB = BENCH MARK DISK
 FR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0193_STAMPING: B 385 1968
 FR0193_MARK LOGO: CGS   
 FR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0193+STABILITY: SURFACE MOTION
 FR0193
 FR0193  HISTORY     - Date     Condition        Report By
 FR0193  HISTORY     - 1968     MONUMENTED       CGS
 FR0193  HISTORY     - 1978     MARK NOT FOUND   USGS
 FR0193  HISTORY     - 1982     GOOD             NGS
 FR0193
 FR0193                          STATION DESCRIPTION
 FR0193
 FR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0193'2.95 MI W FROM SELIGMAN.
 FR0193'2.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0193'THE STATION AT SELIGMAN, 0.25 MILE EAST OF MILEPOST 432, 1 POLE EAST
 FR0193'OF SEMAPHORE 4311, 312 FEET WEST OF THE CENTER OF THE CROSSING OF FORT
 FR0193'ROCK ROAD, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF
 FR0193'A 24-INCH PIPE CULVERT, 10.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 FR0193'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 FR0193
 FR0193                          STATION RECOVERY (1978)
 FR0193
 FR0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FR0193'MARK NOT FOUND.
 FR0193
 FR0193                          STATION RECOVERY (1982)
 FR0193
 FR0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0193'RECOVERED IN GOOD CONDITION. INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0300 ***********************************************************************
 FR0300  DESIGNATION -  B 386
 FR0300  PID         -  FR0300
 FR0300  STATE/COUNTY-  AZ/COCONINO
 FR0300  USGS QUAD   -  BIG BUD TANK (1981)
 FR0300
 FR0300                         *CURRENT SURVEY CONTROL
 FR0300  ___________________________________________________________________
 FR0300* NAD 83(1986)-  35 30 42.     (N)    112 51 35.     (W)     SCALED    
 FR0300* NAVD 88     -      1767.700  (meters)    5799.53   (feet)  POSTED    
 FR0300  ___________________________________________________________________
 FR0300  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 FR0300  DYNAMIC HT  -        1765.270 (meters)    5791.56  (feet)  COMP
 FR0300  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 FR0300
 FR0300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0300
 FR0300.The horizontal coordinates were scaled from a topographic map and have
 FR0300.an estimated accuracy of +/- 6 seconds.
 FR0300
 FR0300.The orthometric height was determined by differential leveling
 FR0300.and adjusted by the National Geodetic Survey in 1992..
 FR0300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0300.rate of 0.0 thru 1.0 mm/km.
 FR0300
 FR0300.The geoid height was determined by GEOID03.
 FR0300
 FR0300.The dynamic height is computed by dividing the NAVD 88
 FR0300.geopotential number by the normal gravity value computed on the
 FR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0300.degrees latitude (g = 980.6199 gals.).
 FR0300
 FR0300.The modeled gravity was interpolated from observed gravity values.
 FR0300
 FR0300;                    North         East    Units  Estimated Accuracy
 FR0300;SPC AZ C     -   500,740.      127,820.      MT  (+/- 180 meters Scaled)
 FR0300
 FR0300                          SUPERSEDED SURVEY CONTROL
 FR0300
 FR0300  NGVD 29 (??/??/92) 1766.710  (m)         5796.28   (f) ADJ UNCH    2 0
 FR0300
 FR0300.Superseded values are not recommended for survey control.
 FR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0300.See file dsdata.txt to determine how the superseded data were derived.
 FR0300
 FR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE313313(NAD 83)
 FR0300_MARKER: DB = BENCH MARK DISK
 FR0300_SETTING: 66 = SET IN ROCK OUTCROP
 FR0300_SP_SET: LAVA OUTCROP
 FR0300_STAMPING: B 386 1968
 FR0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0300+STABILITY: POSITION/ELEVATION WELL
 FR0300
 FR0300  HISTORY     - Date     Condition        Report By
 FR0300  HISTORY     - 1968     MONUMENTED       CGS
 FR0300  HISTORY     - 1979     GOOD             USGS
 FR0300
 FR0300                          STATION DESCRIPTION
 FR0300
 FR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0300'15.75 MI N FROM SELIGMAN.
 FR0300'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0300'THE STATION AT SELIGMAN, THENCE 14.7 MILES NORTH ALONG A DIRT ROAD, AT
 FR0300'THE JUNCTION OF A TRACK ROAD EAST TO A BLACK TANK, IN THE TOP OF A 2
 FR0300'1/2- BY 5-FOOT LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 FR0300'GROUND, 435 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH OF
 FR0300'THE CENTER LINE OF THE ROAD EAST, 1.7 FEET NORTHEAST OF A WITNESS
 FR0300'POST, AND ABOUT 1 FEET HIGHER THAN THE ROAD.
 FR0300
 FR0300                          STATION RECOVERY (1979)
 FR0300
 FR0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0300'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0300'THE STATION AT SELIGMAN, THENCE 14.7 MILES NORTH ALONG A DIRT ROAD,
 FR0300'AT THE JUNCTION OF A TRACK ROAD EAST TO A BLACK TANK, IN THE TOP OF A
 FR0300'2 1/2 BY 5 FOOT LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 FR0300'GROUND, 380 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH
 FR0300'OF THE CENTER LINE OF THE ROAD EAST, 1.7 FEET NORTHEAST OF A WITNESS
 FR0300'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0325 ***********************************************************************
 FR0325  DESIGNATION -  B 387
 FR0325  PID         -  FR0325
 FR0325  STATE/COUNTY-  AZ/COCONINO
 FR0325  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0325
 FR0325                         *CURRENT SURVEY CONTROL
 FR0325  ___________________________________________________________________
 FR0325* NAD 83(1986)-  35 40 53.     (N)    112 46 40.     (W)     SCALED    
 FR0325* NAVD 88     -      1963.628  (meters)    6442.34   (feet)  POSTED    
 FR0325  ___________________________________________________________________
 FR0325  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FR0325  DYNAMIC HT  -        1961.050 (meters)    6433.88  (feet)  COMP
 FR0325  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FR0325
 FR0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0325
 FR0325.The horizontal coordinates were scaled from a topographic map and have
 FR0325.an estimated accuracy of +/- 6 seconds.
 FR0325
 FR0325.The orthometric height was determined by differential leveling
 FR0325.and adjusted by the National Geodetic Survey in 1992..
 FR0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0325.rate of 0.0 thru 1.0 mm/km.
 FR0325
 FR0325.The geoid height was determined by GEOID03.
 FR0325
 FR0325.The dynamic height is computed by dividing the NAVD 88
 FR0325.geopotential number by the normal gravity value computed on the
 FR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0325.degrees latitude (g = 980.6199 gals.).
 FR0325
 FR0325.The modeled gravity was interpolated from observed gravity values.
 FR0325
 FR0325;                    North         East    Units  Estimated Accuracy
 FR0325;SPC AZ C     -   519,510.      135,420.      MT  (+/- 180 meters Scaled)
 FR0325
 FR0325                          SUPERSEDED SURVEY CONTROL
 FR0325
 FR0325  NGVD 29 (??/??/92) 1962.762  (m)         6439.49   (f) ADJ UNCH    2 0
 FR0325
 FR0325.Superseded values are not recommended for survey control.
 FR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0325.See file dsdata.txt to determine how the superseded data were derived.
 FR0325
 FR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE391500(NAD 83)
 FR0325_MARKER: DB = BENCH MARK DISK
 FR0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0325_SP_SET: FOUNDATION
 FR0325_STAMPING: B 387 1968
 FR0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0325
 FR0325  HISTORY     - Date     Condition        Report By
 FR0325  HISTORY     - 1968     MONUMENTED       CGS
 FR0325
 FR0325                          STATION DESCRIPTION
 FR0325
 FR0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0325'34.4 MI N FROM SELIGMAN.
 FR0325'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0325'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0325'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 8.45 MILES EAST
 FR0325'ALONG A DIRT ROAD ALONG A POWER LINE, 1 TOWER EAST OF BENCH MARK A
 FR0325'387, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG
 FR0325'OF TOWER 854, 150 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 FR0325'LEVEL WITH THE ROAD AND 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0340 ***********************************************************************
 FR0340  DESIGNATION -  B 388
 FR0340  PID         -  FR0340
 FR0340  STATE/COUNTY-  AZ/COCONINO
 FR0340  USGS QUAD   -  TIN HOUSE (1980)
 FR0340
 FR0340                         *CURRENT SURVEY CONTROL
 FR0340  ___________________________________________________________________
 FR0340* NAD 83(1986)-  35 43 03.     (N)    112 34 52.     (W)     SCALED    
 FR0340* NAVD 88     -      1685.787  (meters)    5530.79   (feet)  POSTED    
 FR0340  ___________________________________________________________________
 FR0340  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0340  DYNAMIC HT  -        1683.620 (meters)    5523.68  (feet)  COMP
 FR0340  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 FR0340
 FR0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0340
 FR0340.The horizontal coordinates were scaled from a topographic map and have
 FR0340.an estimated accuracy of +/- 6 seconds.
 FR0340
 FR0340.The orthometric height was determined by differential leveling
 FR0340.and adjusted by the National Geodetic Survey in 1992..
 FR0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0340.rate of 0.0 thru 1.0 mm/km.
 FR0340
 FR0340.The geoid height was determined by GEOID03.
 FR0340
 FR0340.The dynamic height is computed by dividing the NAVD 88
 FR0340.geopotential number by the normal gravity value computed on the
 FR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0340.degrees latitude (g = 980.6199 gals.).
 FR0340
 FR0340.The modeled gravity was interpolated from observed gravity values.
 FR0340
 FR0340;                    North         East    Units  Estimated Accuracy
 FR0340;SPC AZ C     -   523,370.      153,240.      MT  (+/- 180 meters Scaled)
 FR0340
 FR0340                          SUPERSEDED SURVEY CONTROL
 FR0340
 FR0340  NGVD 29 (??/??/92) 1684.945  (m)         5528.02   (f) ADJ UNCH    2 0
 FR0340
 FR0340.Superseded values are not recommended for survey control.
 FR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0340.See file dsdata.txt to determine how the superseded data were derived.
 FR0340
 FR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE569537(NAD 83)
 FR0340_MARKER: DB = BENCH MARK DISK
 FR0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0340_SP_SET: FOUNDATION
 FR0340_STAMPING: B 388 1968
 FR0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0340
 FR0340  HISTORY     - Date     Condition        Report By
 FR0340  HISTORY     - 1968     MONUMENTED       CGS
 FR0340
 FR0340                          STATION DESCRIPTION
 FR0340
 FR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0340'19.1 MI W FROM WILLAHA.
 FR0340'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0340'THE SIDING SIGN AT WILLAHA, THENCE 18.3 MILES WEST ALONG A STEEL TOWER
 FR0340'POWER LINE, 3 TOWERS WEST OF BENCH MARK A 388, IN THE TOP OF THE
 FR0340'CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF STEEL TOWER 818, 57 1/2
 FR0340'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER
 FR0340'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0356 ***********************************************************************
 FR0356  DESIGNATION -  B 389
 FR0356  PID         -  FR0356
 FR0356  STATE/COUNTY-  AZ/COCONINO
 FR0356  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0356
 FR0356                         *CURRENT SURVEY CONTROL
 FR0356  ___________________________________________________________________
 FR0356* NAD 83(1986)-  35 49 53.     (N)    112 44 00.     (W)     SCALED    
 FR0356* NAVD 88     -      1724.732  (meters)    5658.56   (feet)  POSTED    
 FR0356  ___________________________________________________________________
 FR0356  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 FR0356  DYNAMIC HT  -        1722.520 (meters)    5651.30  (feet)  COMP
 FR0356  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 FR0356
 FR0356  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0356
 FR0356.The horizontal coordinates were scaled from a topographic map and have
 FR0356.an estimated accuracy of +/- 6 seconds.
 FR0356
 FR0356.The orthometric height was determined by differential leveling
 FR0356.and adjusted by the National Geodetic Survey in 1992..
 FR0356.No vertical observational check was made to the station.
 FR0356.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0356.was located on a no-check spur therefore a value was not computed.
 FR0356
 FR0356.The geoid height was determined by GEOID03.
 FR0356
 FR0356.The dynamic height is computed by dividing the NAVD 88
 FR0356.geopotential number by the normal gravity value computed on the
 FR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0356.degrees latitude (g = 980.6199 gals.).
 FR0356
 FR0356.The modeled gravity was interpolated from observed gravity values.
 FR0356
 FR0356;                    North         East    Units  Estimated Accuracy
 FR0356;SPC AZ C     -   536,110.      139,580.      MT  (+/- 180 meters Scaled)
 FR0356
 FR0356                          SUPERSEDED SURVEY CONTROL
 FR0356
 FR0356  NGVD 29 (??/??/92) 1723.862  (m)         5655.70   (f) ADJ UNCH    2 0
 FR0356
 FR0356.Superseded values are not recommended for survey control.
 FR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0356.See file dsdata.txt to determine how the superseded data were derived.
 FR0356
 FR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE434666(NAD 83)
 FR0356_MARKER: DB = BENCH MARK DISK
 FR0356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0356_SP_SET: 8 FT
 FR0356_STAMPING: B 389 1968
 FR0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0356
 FR0356  HISTORY     - Date     Condition        Report By
 FR0356  HISTORY     - 1968     MONUMENTED       CGS
 FR0356
 FR0356                          STATION DESCRIPTION
 FR0356
 FR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0356'35.15 MI NW FROM WILLAHA.
 FR0356'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0356'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0356'TOWER POWER LINE, THENCE 10.7 MILES NORTH ALONG A TRACK ROAD, 0.75
 FR0356'MILE NORTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 0.6 MILE
 FR0356'NORTH OF THE JUNCTION OF A TRACK ROAD SOUTHWEST, 65 FEET EAST OF THE
 FR0356'CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1/2
 FR0356'FOOT LOWER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0356'COATED ROD DRIVEN TO A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD
 FR0356'IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0801 ***********************************************************************
 CZ0801  DESIGNATION -  B 39
 CZ0801  PID         -  CZ0801
 CZ0801  STATE/COUNTY-  AZ/PIMA
 CZ0801  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0801
 CZ0801                         *CURRENT SURVEY CONTROL
 CZ0801  ___________________________________________________________________
 CZ0801* NAD 83(1986)-  32 06 29.     (N)    111 14 03.     (W)     SCALED    
 CZ0801* NAVD 88     -       753.14   (+/-2cm)    2470.9    (feet)  VERTCON   
 CZ0801  ___________________________________________________________________
 CZ0801  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0801
 CZ0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0801
 CZ0801.The horizontal coordinates were scaled from a topographic map and have
 CZ0801.an estimated accuracy of +/- 6 seconds.
 CZ0801
 CZ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0801.The vertical order pertains to the NGVD 29 superseded value.
 CZ0801
 CZ0801.The geoid height was determined by GEOID03.
 CZ0801
 CZ0801;                    North         East    Units  Estimated Accuracy
 CZ0801;SPC AZ C     -   123,050.      277,770.      MT  (+/- 180 meters Scaled)
 CZ0801
 CZ0801                          SUPERSEDED SURVEY CONTROL
 CZ0801
 CZ0801  NGVD 29 (??/??/92)  752.450  (m)         2468.66   (f) ADJ UNCH    2 0
 CZ0801
 CZ0801.Superseded values are not recommended for survey control.
 CZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0801.See file dsdata.txt to determine how the superseded data were derived.
 CZ0801
 CZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779524(NAD 83)
 CZ0801_MARKER: DB = BENCH MARK DISK
 CZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0801_STAMPING: B 39 1933
 CZ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0801+STABILITY: SURFACE MOTION
 CZ0801
 CZ0801  HISTORY     - Date     Condition        Report By
 CZ0801  HISTORY     - 1933     MONUMENTED       CGS
 CZ0801
 CZ0801                          STATION DESCRIPTION
 CZ0801
 CZ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0801'28.5 MI W FROM TUCSON.
 CZ0801'ON AJO-TUCSON HWY., 4.9 MILES EAST OF ROBLES RANCH, 215 FEET WEST OF
 CZ0801'CONCRETE CULVERT, 36 FEET NORTH OF CENTER OF HWY. IN LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0802 ***********************************************************************
 CZ0802  DESIGNATION -  B 39 RESET
 CZ0802  PID         -  CZ0802
 CZ0802  STATE/COUNTY-  AZ/PIMA
 CZ0802  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0802
 CZ0802                         *CURRENT SURVEY CONTROL
 CZ0802  ___________________________________________________________________
 CZ0802* NAD 83(1986)-  32 06 29.     (N)    111 14 03.     (W)     SCALED    
 CZ0802* NAVD 88     -       752.97   (+/-2cm)    2470.4    (feet)  VERTCON   
 CZ0802  ___________________________________________________________________
 CZ0802  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0802
 CZ0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0802
 CZ0802.The horizontal coordinates were scaled from a topographic map and have
 CZ0802.an estimated accuracy of +/- 6 seconds.
 CZ0802
 CZ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0802.The vertical order pertains to the NGVD 29 superseded value.
 CZ0802
 CZ0802.The geoid height was determined by GEOID03.
 CZ0802
 CZ0802;                    North         East    Units  Estimated Accuracy
 CZ0802;SPC AZ C     -   123,050.      277,770.      MT  (+/- 180 meters Scaled)
 CZ0802
 CZ0802                          SUPERSEDED SURVEY CONTROL
 CZ0802
 CZ0802  NGVD 29 (??/??/92)  752.279  (m)         2468.10   (f) ADJ UNCH    2 0
 CZ0802
 CZ0802.Superseded values are not recommended for survey control.
 CZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0802.See file dsdata.txt to determine how the superseded data were derived.
 CZ0802
 CZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779524(NAD 83)
 CZ0802_MARKER: DB = BENCH MARK DISK
 CZ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0802_STAMPING: B 39 RESET 1935
 CZ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0802+STABILITY: SURFACE MOTION
 CZ0802
 CZ0802  HISTORY     - Date     Condition        Report By
 CZ0802  HISTORY     - 1935     MONUMENTED       CGS
 CZ0802  HISTORY     - 1951     GOOD             NGS
 CZ0802
 CZ0802                          STATION DESCRIPTION
 CZ0802
 CZ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0802'17.0 MI SW FROM TUCSON.
 CZ0802'17 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0802'STATE HIGHWAY 86, 1.2 MILES SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0802'HIGHWAY, 220 FEET WEST OF A 36 INCH CONCRETE METAL PIPE CULVERT, 88
 CZ0802'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET
 CZ0802'NORTHEAST OF A TELEPHONE POLE, 3.2 FEET NORTHEAST OF A WITNESS POST,
 CZ0802'AND ABOUT 1 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CZ0802'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0365 ***********************************************************************
 FR0365  DESIGNATION -  B 390
 FR0365  PID         -  FR0365
 FR0365  STATE/COUNTY-  AZ/COCONINO
 FR0365  USGS QUAD   -  SUPAI CAMP (1981)
 FR0365
 FR0365                         *CURRENT SURVEY CONTROL
 FR0365  ___________________________________________________________________
 FR0365* NAD 83(1986)-  35 54 43.     (N)    112 45 53.     (W)     SCALED    
 FR0365* NAVD 88     -      1752.869  (meters)    5750.87   (feet)  POSTED    
 FR0365  ___________________________________________________________________
 FR0365  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0365  DYNAMIC HT  -        1750.620 (meters)    5743.49  (feet)  COMP
 FR0365  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0365
 FR0365  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0365
 FR0365.The horizontal coordinates were scaled from a topographic map and have
 FR0365.an estimated accuracy of +/- 6 seconds.
 FR0365
 FR0365.The orthometric height was determined by differential leveling
 FR0365.and adjusted by the National Geodetic Survey in 1992..
 FR0365.No vertical observational check was made to the station.
 FR0365.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0365.was located on a no-check spur therefore a value was not computed.
 FR0365
 FR0365.The geoid height was determined by GEOID03.
 FR0365
 FR0365.The dynamic height is computed by dividing the NAVD 88
 FR0365.geopotential number by the normal gravity value computed on the
 FR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0365.degrees latitude (g = 980.6199 gals.).
 FR0365
 FR0365.The modeled gravity was interpolated from observed gravity values.
 FR0365
 FR0365;                    North         East    Units  Estimated Accuracy
 FR0365;SPC AZ C     -   545,080.      136,820.      MT  (+/- 180 meters Scaled)
 FR0365
 FR0365                          SUPERSEDED SURVEY CONTROL
 FR0365
 FR0365  NGVD 29 (??/??/92) 1751.982  (m)         5747.96   (f) ADJ UNCH    2 0
 FR0365
 FR0365.Superseded values are not recommended for survey control.
 FR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0365.See file dsdata.txt to determine how the superseded data were derived.
 FR0365
 FR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE407756(NAD 83)
 FR0365_MARKER: DB = BENCH MARK DISK
 FR0365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0365_SP_SET: 7 FT.
 FR0365_STAMPING: B 390 1968
 FR0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0365
 FR0365  HISTORY     - Date     Condition        Report By
 FR0365  HISTORY     - 1968     MONUMENTED       CGS
 FR0365
 FR0365                          STATION DESCRIPTION
 FR0365
 FR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0365'41.95 MI NW FROM WILLAHA.
 FR0365'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0365'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0365'TOWER POWER LINE, THENCE 17.5 MILES NORTH ALONG A TRACK ROAD, 0.6 MILE
 FR0365'SOUTHEAST OF BENCH MARK X 389, 34 FEET SOUTHWEST OF THE CENTER LINE OF
 FR0365'THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 FR0365'THAN THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT
 FR0365'HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 FR0365'ROD DRIVEN TO A DEPTH OF 7 FEET.  THE UPPER PORTION OF THE ROD IS
 FR0365'ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0067 ***********************************************************************
 EU0067  CBN         -  This is a Cooperative Base Network Control Station.
 EU0067  DESIGNATION -  B 391
 EU0067  PID         -  EU0067
 EU0067  STATE/COUNTY-  AZ/MOHAVE
 EU0067  USGS QUAD   -  YUCCA (1970)
 EU0067
 EU0067                         *CURRENT SURVEY CONTROL
 EU0067  ___________________________________________________________________
 EU0067* NAD 83(1992)-  34 47 24.50081(N)    114 10 07.87389(W)     ADJUSTED  
 EU0067* NAVD 88     -       470.505  (meters)    1543.65   (feet)  ADJUSTED  
 EU0067  ___________________________________________________________________
 EU0067  EPOCH DATE  -        2000.35
 EU0067  X           -  -2,147,079.895 (meters)                     COMP
 EU0067  Y           -  -4,784,423.689 (meters)                     COMP
 EU0067  Z           -   3,619,022.525 (meters)                     COMP
 EU0067  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 EU0067  ELLIP HEIGHT-         440.38  (meters)          (04/03/01) GPS OBS
 EU0067  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EU0067  DYNAMIC HT  -         469.982 (meters)    1541.93  (feet)  COMP
 EU0067  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 EU0067
 EU0067  HORZ ORDER  -  A
 EU0067  VERT ORDER  -  FIRST     CLASS II
 EU0067  ELLP ORDER  -  FIRST     CLASS I
 EU0067
 EU0067.The horizontal coordinates were established by GPS observations
 EU0067.and adjusted by the CALIF SPA REF CEN in April 2001..
 EU0067.The horizontal coordinates are valid at the epoch date displayed above.
 EU0067.The epoch date for horizontal control is a decimal equivalence
 EU0067.of Year/Month/Day.
 EU0067
 EU0067.The orthometric height was determined by differential leveling
 EU0067.and adjusted by the National Geodetic Survey in June 1991..
 EU0067
 EU0067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0067
 EU0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0067
 EU0067.The ellipsoidal height was determined by GPS observations
 EU0067.and is referenced to NAD 83.
 EU0067
 EU0067.The geoid height was determined by GEOID03.
 EU0067
 EU0067.The dynamic height is computed by dividing the NAVD 88
 EU0067.geopotential number by the normal gravity value computed on the
 EU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0067.degrees latitude (g = 980.6199 gals.).
 EU0067
 EU0067.The modeled gravity was interpolated from observed gravity values.
 EU0067
 EU0067;                    North         East     Units Scale Factor Converg.
 EU0067;SPC AZ W     -   420,388.814   175,028.667   MT  0.99995144   -0 14 20.4
 EU0067;SPC AZ W     - 1,379,228.39    574,241.03   iFT  0.99995144   -0 14 20.4
 EU0067;UTM  11      - 3,853,424.112   759,041.704   MT  1.00042713   +1 36 58.6
 EU0067
 EU0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0067!SPC AZ W     -   0.99993088  x   0.99995144  =   0.99988232
 EU0067!UTM  11      -   0.99993088  x   1.00042713  =   1.00035798
 EU0067
 EU0067                          SUPERSEDED SURVEY CONTROL
 EU0067
 EU0067  NGVD 29 (??/??/??)  469.783  (m)         1541.28   (f) ADJUSTED    1 2
 EU0067
 EU0067.Superseded values are not recommended for survey control.
 EU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0067.See file dsdata.txt to determine how the superseded data were derived.
 EU0067
 EU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5904253424(NAD 83)
 EU0067_MARKER: DB = BENCH MARK DISK
 EU0067_SETTING: 66 = SET IN ROCK OUTCROP
 EU0067_SP_SET: ROCK OUTCROP
 EU0067_STAMPING: B 391 1961
 EU0067_MARK LOGO: CGS   
 EU0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0067+STABILITY: POSITION/ELEVATION WELL
 EU0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0067+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 EU0067
 EU0067  HISTORY     - Date     Condition        Report By
 EU0067  HISTORY     - 1961     MONUMENTED       CGS
 EU0067  HISTORY     - 1981     GOOD             NGS
 EU0067  HISTORY     - 20000501 GOOD             NGS
 EU0067
 EU0067                          STATION DESCRIPTION
 EU0067
 EU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0067'6.2 MI SW FROM YUCCA.
 EU0067'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0067'YUCCA, THENCE 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE
 EU0067'JUNCTION OF A ROAD NORTH TO HAVILAND, THENCE ABOUT 150 YARDS
 EU0067'NORTHWEST ALONG THE HAVILAND ROAD, SET IN TOP OF AN 8 BY 5 FOOT
 EU0067'ROCK OUTCROP ABOUT 1.5 FEET ABOVE THE SURFACE OF THE GROUND,
 EU0067'69 FEET SOUTHEAST OF THE HIGHEST PART OF A ROCKY HILL, 107 FEET
 EU0067'NORTHWEST OF A METAL RIGHT-OF-WAY POST, 43 FEET NORTH OF A POWER
 EU0067'POLE, AND ABOUT 4 FEET ABOVE THE LEVEL OF HAVILAND ROAD.
 EU0067
 EU0067                          STATION RECOVERY (1981)
 EU0067
 EU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0067'9.1 KM (5.65 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0067'ROAD OVERPASS IN YUCCA, IN TOP OF A 3 BY 8 FOOT OUTCROP PROJECTING 2
 EU0067'FEET ABOVE THE GROUND, AT THE SOUTHEAST EDGE OF A SMALL ROCKY KNOLL,
 EU0067'0.9 KM (0.55 MI) SOUTHWEST OF GEM ACERS ROAD OVERPASS, 70.7 METERS
 EU0067'(323 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES, 34.1
 EU0067'METERS (112 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 21 METERS (69 FT)
 EU0067'SOUTHEAST OF THE HIGHEST POINT OF THE KNOLL, 12.8 METERS (42 FT) NORTH
 EU0067'OF A POWER LINE POLE.
 EU0067'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 EU0067'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 EU0067
 EU0067                          STATION RECOVERY (2000)
 EU0067
 EU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 EU0067'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 EU0067'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 EU0067'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0571 ***********************************************************************
 FR0571  DESIGNATION -  B 392
 FR0571  PID         -  FR0571
 FR0571  STATE/COUNTY-  AZ/MOHAVE
 FR0571  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0571
 FR0571                         *CURRENT SURVEY CONTROL
 FR0571  ___________________________________________________________________
 FR0571* NAD 83(1986)-  35 09 34.     (N)    113 39 52.     (W)     SCALED    
 FR0571* NAVD 88     -      1081.238  (meters)    3547.36   (feet)  POSTED    
 FR0571  ___________________________________________________________________
 FR0571  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0571  DYNAMIC HT  -        1079.910 (meters)    3543.00  (feet)  COMP
 FR0571  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 FR0571
 FR0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0571
 FR0571.The horizontal coordinates were scaled from a topographic map and have
 FR0571.an estimated accuracy of +/- 6 seconds.
 FR0571
 FR0571.The orthometric height was determined by differential leveling
 FR0571.and adjusted by the National Geodetic Survey in 1992..
 FR0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0571.rate of 0.0 thru 1.0 mm/km.
 FR0571
 FR0571.The geoid height was determined by GEOID03.
 FR0571
 FR0571.The dynamic height is computed by dividing the NAVD 88
 FR0571.geopotential number by the normal gravity value computed on the
 FR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0571.degrees latitude (g = 980.6199 gals.).
 FR0571
 FR0571.The modeled gravity was interpolated from observed gravity values.
 FR0571
 FR0571;                    North         East    Units  Estimated Accuracy
 FR0571;SPC AZ W     -   461,280.      221,160.      MT  (+/- 180 meters Scaled)
 FR0571
 FR0571                          SUPERSEDED SURVEY CONTROL
 FR0571
 FR0571  NGVD 29 (??/??/92) 1080.412  (m)         3544.65   (f) ADJ UNCH    2 0
 FR0571
 FR0571.Superseded values are not recommended for survey control.
 FR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0571.See file dsdata.txt to determine how the superseded data were derived.
 FR0571
 FR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD573939(NAD 83)
 FR0571_MARKER: DB = BENCH MARK DISK
 FR0571_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0571_SP_SET: UNSPEC ROCK
 FR0571_STAMPING: B 392 1962
 FR0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0571
 FR0571  HISTORY     - Date     Condition        Report By
 FR0571  HISTORY     - 1962     MONUMENTED       CGS
 FR0571
 FR0571                          STATION DESCRIPTION
 FR0571
 FR0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0571'23.8 MI NE FROM KINGMAN.
 FR0571'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0571'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0571'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0571'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0571'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0571'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0571'THENCE 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILE EAST
 FR0571'ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE, THENCE 3.3
 FR0571'MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE LINE AND
 FR0571'GATE, THENCE 2.65 MILES EAST ALONG THE PIPE LINE TO ANOTHER
 FR0571'NORTH-SOUTH FENCE LINE AND GATE, THENCE 0.2 MILE EAST TO THE TOP OF A
 FR0571'LOW RIDGE, 90 FEET SOUTH OF THE CENTER OF THE PIPE LINE ROAD, ABOUT 15
 FR0571'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LARGE ROCK
 FR0571'WHICH PROJECTS 5 FEET.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 FR0571'JUNCTION OF STATE HIGHWAY 93 AND U.S. HIGHWAY 66 IN THE NORTHEAST PART
 FR0571'OF KINGMAN BY GOING 24.5 MILES EAST ALONG STATE HIGHWAY 93 TO THE
 FR0571'JUNCTION OF HACKBERRY ROAD, THENCE 4.7 MILES NORTH ALONG HACKBERRY
 FR0571'ROAD TO A PIPE LINE CROSSING WHICH IS ABOUT 0.3 MILE SOUTH OF DIRT
 FR0571'ROAD LEADING EAST TO MILLERS RANCH, THENCE 1.5 MILES WEST ALONG THE
 FR0571'PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0442 ***********************************************************************
 FR0442  DESIGNATION -  B 393
 FR0442  PID         -  FR0442
 FR0442  STATE/COUNTY-  AZ/YAVAPAI
 FR0442  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0442
 FR0442                         *CURRENT SURVEY CONTROL
 FR0442  ___________________________________________________________________
 FR0442* NAD 83(1986)-  35 12 49.     (N)    113 16 45.     (W)     SCALED    
 FR0442* NAVD 88     -      1630.806  (meters)    5350.40   (feet)  POSTED    
 FR0442  ___________________________________________________________________
 FR0442  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FR0442  DYNAMIC HT  -        1628.650 (meters)    5343.33  (feet)  COMP
 FR0442  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 FR0442
 FR0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0442
 FR0442.The horizontal coordinates were scaled from a topographic map and have
 FR0442.an estimated accuracy of +/- 6 seconds.
 FR0442
 FR0442.The orthometric height was determined by differential leveling
 FR0442.and adjusted by the National Geodetic Survey in 1992..
 FR0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0442.rate of 0.0 thru 1.0 mm/km.
 FR0442
 FR0442.The geoid height was determined by GEOID03.
 FR0442
 FR0442.The dynamic height is computed by dividing the NAVD 88
 FR0442.geopotential number by the normal gravity value computed on the
 FR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0442.degrees latitude (g = 980.6199 gals.).
 FR0442
 FR0442.The modeled gravity was interpolated from observed gravity values.
 FR0442
 FR0442;                    North         East    Units  Estimated Accuracy
 FR0442;SPC AZ C     -   468,120.       89,310.      MT  (+/- 180 meters Scaled)
 FR0442
 FR0442                          SUPERSEDED SURVEY CONTROL
 FR0442
 FR0442  NGVD 29 (??/??/92) 1629.896  (m)         5347.42   (f) ADJ UNCH    2 0
 FR0442
 FR0442.Superseded values are not recommended for survey control.
 FR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0442.See file dsdata.txt to determine how the superseded data were derived.
 FR0442
 FR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD925991(NAD 83)
 FR0442_MARKER: DB = BENCH MARK DISK
 FR0442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0442_SP_SET: UNSPEC ROCK
 FR0442_STAMPING: B 393 1962
 FR0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0442
 FR0442  HISTORY     - Date     Condition        Report By
 FR0442  HISTORY     - 1962     MONUMENTED       CGS
 FR0442
 FR0442                          STATION DESCRIPTION
 FR0442
 FR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0442'26.4 MI W FROM SELIGMAN.
 FR0442'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0442'STATION AT SELIGMAN, THENCE 23.4 MILES WEST ALONG A GRAVEL AND DIRT
 FR0442'ROAD, 92 FEET EAST OF THE CENTER OF THE ROAD, 82 FEET NORTH OF A
 FR0442'TRIANGLE BLAZED TREE, 4.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 10
 FR0442'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A 4 BY 10
 FR0442'FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0220 ***********************************************************************
 FR0220  DESIGNATION -  B 394
 FR0220  PID         -  FR0220
 FR0220  STATE/COUNTY-  AZ/YAVAPAI
 FR0220  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0220
 FR0220                         *CURRENT SURVEY CONTROL
 FR0220  ___________________________________________________________________
 FR0220* NAD 83(1986)-  35 18 45.     (N)    112 48 46.     (W)     SCALED    
 FR0220* NAVD 88     -      1654.305  (meters)    5427.50   (feet)  ADJUSTED  
 FR0220  ___________________________________________________________________
 FR0220  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0220  DYNAMIC HT  -        1652.100 (meters)    5420.26  (feet)  COMP
 FR0220  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FR0220
 FR0220  VERT ORDER  -  FIRST     CLASS II
 FR0220
 FR0220.The horizontal coordinates were scaled from a topographic map and have
 FR0220.an estimated accuracy of +/- 6 seconds.
 FR0220
 FR0220.The orthometric height was determined by differential leveling
 FR0220.and adjusted by the National Geodetic Survey in June 1991..
 FR0220
 FR0220.The geoid height was determined by GEOID03.
 FR0220
 FR0220.The dynamic height is computed by dividing the NAVD 88
 FR0220.geopotential number by the normal gravity value computed on the
 FR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0220.degrees latitude (g = 980.6199 gals.).
 FR0220
 FR0220.The modeled gravity was interpolated from observed gravity values.
 FR0220
 FR0220;                    North         East    Units  Estimated Accuracy
 FR0220;SPC AZ C     -   478,610.      131,880.      MT  (+/- 180 meters Scaled)
 FR0220
 FR0220                          SUPERSEDED SURVEY CONTROL
 FR0220
 FR0220  NGVD 29 (??/??/92) 1653.386  (m)         5424.48   (f) ADJ UNCH    1 2
 FR0220
 FR0220.Superseded values are not recommended for survey control.
 FR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0220.See file dsdata.txt to determine how the superseded data were derived.
 FR0220
 FR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE352092(NAD 83)
 FR0220_MARKER: DB = BENCH MARK DISK
 FR0220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0220_STAMPING: B 394 1962
 FR0220_MARK LOGO: CGS   
 FR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0220+STABILITY: SURFACE MOTION
 FR0220
 FR0220  HISTORY     - Date     Condition        Report By
 FR0220  HISTORY     - 1962     MONUMENTED       CGS
 FR0220  HISTORY     - 1982     GOOD             NGS
 FR0220
 FR0220                          STATION DESCRIPTION
 FR0220
 FR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0220'3.8 MI E FROM SELIGMAN.
 FR0220'3.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0220'STATION AT SELIGMAN, 63 FEET SOUTH OF THE RIGHT OF WAY FENCE, 35.4
 FR0220'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, ABOUT 2 FEET
 FR0220'BELOW THE LEVEL OF THE RAILWAY, AND IS SET IN THE TOP OF A 2 FOOT
 FR0220'CONCRETE CULVERT ALONG THE A.T. AND S.F. RAILWAY.
 FR0220
 FR0220                          STATION RECOVERY (1982)
 FR0220
 FR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0673 ***********************************************************************
 DW0673  DESIGNATION -  B 395
 DW0673  PID         -  DW0673
 DW0673  STATE/COUNTY-  AZ/LA PAZ
 DW0673  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0673
 DW0673                         *CURRENT SURVEY CONTROL
 DW0673  ___________________________________________________________________
 DW0673* NAD 83(1986)-  33 40 39.     (N)    114 03 40.     (W)     SCALED    
 DW0673* NAVD 88     -       469.49   (+/-2cm)    1540.3    (feet)  VERTCON   
 DW0673  ___________________________________________________________________
 DW0673  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW0673
 DW0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0673
 DW0673.The horizontal coordinates were scaled from a topographic map and have
 DW0673.an estimated accuracy of +/- 6 seconds.
 DW0673
 DW0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0673.The vertical order pertains to the NGVD 29 superseded value.
 DW0673
 DW0673.The geoid height was determined by GEOID03.
 DW0673
 DW0673;                    North         East    Units  Estimated Accuracy
 DW0673;SPC AZ W     -   296,940.      184,510.      MT  (+/- 180 meters Scaled)
 DW0673
 DW0673                          SUPERSEDED SURVEY CONTROL
 DW0673
 DW0673  NGVD 29 (??/??/??)  468.780  (m)         1537.99   (f) ADJUSTED    2 0
 DW0673
 DW0673.Superseded values are not recommended for survey control.
 DW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0673.See file dsdata.txt to determine how the superseded data were derived.
 DW0673
 DW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT724302(NAD 83)
 DW0673_MARKER: DB = BENCH MARK DISK
 DW0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0673_STAMPING: B 395 1962
 DW0673_MARK LOGO: CGS   
 DW0673_PROJECTION: PROJECTING 3 CENTIMETERS
 DW0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0673+STABILITY: SURFACE MOTION
 DW0673
 DW0673  HISTORY     - Date     Condition        Report By
 DW0673  HISTORY     - 1962     MONUMENTED       CGS
 DW0673  HISTORY     - 1981     GOOD             NGS
 DW0673
 DW0673                          STATION DESCRIPTION
 DW0673
 DW0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0673'10.2 MI E FROM QUARTZSITE.
 DW0673'ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0673'POST OFFICE AT QUARTZSITE, 152 FEET SOUTH OF THE CENTER OF THE
 DW0673'HIGHWAY, 5.0 FEET EAST OF A RIGHT OF WAY POST, 4.0 FEET WEST
 DW0673'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS
 DW0673'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DW0673
 DW0673                          STATION RECOVERY (1981)
 DW0673
 DW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0673'14.6 KM (9.1 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0673'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.1 MI) WEST OF HIGHWAY
 DW0673'MILEPOST 28, 47.3 METERS (155 FT) SOUTH OF THE CENTERLINE OF THE
 DW0673'EAST-BOUND LANES, 1.8 METERS (6.0 FT) EAST OF AN ANGLE IRON
 DW0673'RIGHT-OF-WAY POST NUMBER PC 1463+20.54, 1.0 METERS (3.3 FT) SOUTH OF
 DW0673'THE RIGHT-OF-WAY FENCE.  NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0673'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 DW0673'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1101 ***********************************************************************
 DV1101  DESIGNATION -  B 396 11
 DV1101  PID         -  DV1101
 DV1101  STATE/COUNTY-  AZ/LA PAZ
 DV1101  USGS QUAD   -  VICKSBURG (1990)
 DV1101
 DV1101                         *CURRENT SURVEY CONTROL
 DV1101  ___________________________________________________________________
 DV1101* NAD 83(1986)-  33 38 24.     (N)    113 50 22.     (W)     SCALED    
 DV1101* NAVD 88     -       364.21   (+/-2cm)    1194.9    (feet)  VERTCON   
 DV1101  ___________________________________________________________________
 DV1101  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1101
 DV1101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1101
 DV1101.The horizontal coordinates were scaled from a topographic map and have
 DV1101.an estimated accuracy of +/- 6 seconds.
 DV1101
 DV1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1101.The vertical order pertains to the NGVD 29 superseded value.
 DV1101
 DV1101.The geoid height was determined by GEOID03.
 DV1101
 DV1101;                    North         East    Units  Estimated Accuracy
 DV1101;SPC AZ W     -   292,740.      205,060.      MT  (+/- 180 meters Scaled)
 DV1101
 DV1101                          SUPERSEDED SURVEY CONTROL
 DV1101
 DV1101  NGVD 29 (??/??/92)  363.547  (m)         1192.74   (f) ADJ UNCH    2 0
 DV1101
 DV1101.Superseded values are not recommended for survey control.
 DV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1101.See file dsdata.txt to determine how the superseded data were derived.
 DV1101
 DV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC366258(NAD 83)
 DV1101_MARKER: DB = BENCH MARK DISK
 DV1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1101_STAMPING: B 396 11 1962
 DV1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1101+STABILITY: SURFACE MOTION
 DV1101
 DV1101  HISTORY     - Date     Condition        Report By
 DV1101  HISTORY     - 1962     MONUMENTED       CGS
 DV1101
 DV1101                          STATION DESCRIPTION
 DV1101
 DV1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1101'9.75 MI SE FROM BRENDA.
 DV1101'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1101'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.4 MILES
 DV1101'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1101'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL
 DV1101'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0372 ***********************************************************************
 CZ0372  DESIGNATION -  B 399
 CZ0372  PID         -  CZ0372
 CZ0372  STATE/COUNTY-  AZ/PINAL
 CZ0372  USGS QUAD   -  DESERT PEAK (1988)
 CZ0372
 CZ0372                         *CURRENT SURVEY CONTROL
 CZ0372  ___________________________________________________________________
 CZ0372* NAD 83(1986)-  32 31 21.     (N)    111 14 50.     (W)     SCALED    
 CZ0372* NAVD 88     -       625.14   (+/-2cm)    2051.0    (feet)  VERTCON   
 CZ0372  ___________________________________________________________________
 CZ0372  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ0372
 CZ0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0372
 CZ0372.The horizontal coordinates were scaled from a topographic map and have
 CZ0372.an estimated accuracy of +/- 6 seconds.
 CZ0372
 CZ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0372.The vertical order pertains to the NGVD 29 superseded value.
 CZ0372
 CZ0372.The geoid height was determined by GEOID03.
 CZ0372
 CZ0372;                    North         East    Units  Estimated Accuracy
 CZ0372;SPC AZ C     -   169,000.      276,250.      MT  (+/- 180 meters Scaled)
 CZ0372
 CZ0372                          SUPERSEDED SURVEY CONTROL
 CZ0372
 CZ0372  NGVD 29 (??/??/92)  624.627  (m)         2049.30   (f) ADJ UNCH    2 0
 CZ0372
 CZ0372.Superseded values are not recommended for survey control.
 CZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0372.See file dsdata.txt to determine how the superseded data were derived.
 CZ0372
 CZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA767983(NAD 83)
 CZ0372_MARKER: DB = BENCH MARK DISK
 CZ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0372_STAMPING: B 399 1962
 CZ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0372+STABILITY: SURFACE MOTION
 CZ0372
 CZ0372  HISTORY     - Date     Condition        Report By
 CZ0372  HISTORY     - 1962     MONUMENTED       CGS
 CZ0372  HISTORY     - 1977     GOOD             USGS
 CZ0372
 CZ0372                          STATION DESCRIPTION
 CZ0372
 CZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0372'6.6 MI SE FROM RED ROCK.
 CZ0372'FROM THE RAILROAD DEPOT IN RED ROCK GO SOUTHEAST ON STATE HIGHWAY 84
 CZ0372'FOR 4.8 MILES, THENCE EAST ON AN OILED ROAD FOR 1.8 MILES.  THE MARK
 CZ0372'IS 59 FEET NORTH OF THE CENTERLINE OF THE OILED ROAD AND 2.5 FEET
 CZ0372'SOUTH OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 CZ0372'CYLINDRICAL CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CZ0372
 CZ0372                          STATION RECOVERY (1977)
 CZ0372
 CZ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0372'FROM THE SP R.R. SIDING AT RED ROCK GO SE ON FRONTAGE RD., FOR 4.8
 CZ0372'MI., THENCE EAST ON AN OILED RD., FOR 1.8 MI. MARK IS 59 FT. NORTH OF
 CZ0372'THE CENTERLINE OF THE OILED RD., 2.5 FT. SOUTH OF A METAL WITNESS
 CZ0372'POST. SET IN THE TOP OF A CYLINDRICAL CONC. POST WHICH PROJECTS 2
 CZ0372'INCHES ABOVE THE GROUND. STD. BRONZE DISK STAMPED B 399 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0374 ***********************************************************************
 DT0374  DESIGNATION -  B 40
 DT0374  PID         -  DT0374
 DT0374  STATE/COUNTY-  AZ/GREENLEE
 DT0374  USGS QUAD   -  CLIFTON (1989)
 DT0374
 DT0374                         *CURRENT SURVEY CONTROL
 DT0374  ___________________________________________________________________
 DT0374* NAD 83(1986)-  33 01 51.     (N)    109 16 42.     (W)     SCALED    
 DT0374* NAVD 88     -      1307.645  (meters)    4290.17   (feet)  ADJUSTED  
 DT0374  ___________________________________________________________________
 DT0374  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DT0374  DYNAMIC HT  -        1305.739 (meters)    4283.91  (feet)  COMP
 DT0374  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 DT0374
 DT0374  VERT ORDER  -  SECOND    CLASS 0
 DT0374
 DT0374.The horizontal coordinates were scaled from a topographic map and have
 DT0374.an estimated accuracy of +/- 6 seconds.
 DT0374
 DT0374.The orthometric height was determined by differential leveling
 DT0374.and adjusted by the National Geodetic Survey in June 1991..
 DT0374
 DT0374.The geoid height was determined by GEOID03.
 DT0374
 DT0374.The dynamic height is computed by dividing the NAVD 88
 DT0374.geopotential number by the normal gravity value computed on the
 DT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0374.degrees latitude (g = 980.6199 gals.).
 DT0374
 DT0374.The modeled gravity was interpolated from observed gravity values.
 DT0374
 DT0374;                    North         East    Units  Estimated Accuracy
 DT0374;SPC AZ E     -   225,520.      296,340.      MT  (+/- 180 meters Scaled)
 DT0374
 DT0374                          SUPERSEDED SURVEY CONTROL
 DT0374
 DT0374  NGVD 29 (??/??/92) 1306.898  (m)         4287.71   (f) ADJ UNCH    2 0
 DT0374
 DT0374.Superseded values are not recommended for survey control.
 DT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0374.See file dsdata.txt to determine how the superseded data were derived.
 DT0374
 DT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB607560(NAD 83)
 DT0374_MARKER: DB = BENCH MARK DISK
 DT0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0374_STAMPING: B 40 1934
 DT0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0374+STABILITY: SURFACE MOTION
 DT0374
 DT0374  HISTORY     - Date     Condition        Report By
 DT0374  HISTORY     - 1934     MONUMENTED       CGS
 DT0374
 DT0374                          STATION DESCRIPTION
 DT0374
 DT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0374'5.8 MI SE FROM CLIFTON.
 DT0374'ON CUT OFF FROM HWY. NO. 75 TO STATE HWY. NO. 71, ON OPEN RIDGE AT
 DT0374'SUMMIT OF WARD CANYON, ABOUT 300 FT. WEST OF SMALL DRAW, AND 30 FT.
 DT0374'SOUTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0080 ***********************************************************************
 GP0080  DESIGNATION -  B 401
 GP0080  PID         -  GP0080
 GP0080  STATE/COUNTY-  AZ/COCONINO
 GP0080  USGS QUAD   -  PAGE (1985)
 GP0080
 GP0080                         *CURRENT SURVEY CONTROL
 GP0080  ___________________________________________________________________
 GP0080* NAD 83(1986)-  36 56 27.     (N)    111 24 02.     (W)     SCALED    
 GP0080* NAVD 88     -      1221.404  (meters)    4007.22   (feet)  ADJUSTED  
 GP0080  ___________________________________________________________________
 GP0080  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0080  DYNAMIC HT  -        1219.985 (meters)    4002.57  (feet)  COMP
 GP0080  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 GP0080
 GP0080  VERT ORDER  -  FIRST     CLASS II
 GP0080
 GP0080.The horizontal coordinates were scaled from a topographic map and have
 GP0080.an estimated accuracy of +/- 6 seconds.
 GP0080
 GP0080.The orthometric height was determined by differential leveling
 GP0080.and adjusted by the National Geodetic Survey in June 1991..
 GP0080
 GP0080.The geoid height was determined by GEOID03.
 GP0080
 GP0080.The dynamic height is computed by dividing the NAVD 88
 GP0080.geopotential number by the normal gravity value computed on the
 GP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0080.degrees latitude (g = 980.6199 gals.).
 GP0080
 GP0080.The modeled gravity was interpolated from observed gravity values.
 GP0080
 GP0080;                    North         East    Units  Estimated Accuracy
 GP0080;SPC AZ C     -   659,030.      259,330.      MT  (+/- 180 meters Scaled)
 GP0080
 GP0080                          SUPERSEDED SURVEY CONTROL
 GP0080
 GP0080  NGVD 29 (??/??/92) 1220.487  (m)         4004.21   (f) ADJ UNCH    1 2
 GP0080
 GP0080.Superseded values are not recommended for survey control.
 GP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0080.See file dsdata.txt to determine how the superseded data were derived.
 GP0080
 GP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF643883(NAD 83)
 GP0080_MARKER: DB = BENCH MARK DISK
 GP0080_SETTING: 66 = SET IN ROCK OUTCROP
 GP0080_SP_SET: ROCK OUTCROP
 GP0080_STAMPING: B 401 1962
 GP0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0080+STABILITY: POSITION/ELEVATION WELL
 GP0080
 GP0080  HISTORY     - Date     Condition        Report By
 GP0080  HISTORY     - 1962     MONUMENTED       CGS
 GP0080
 GP0080                          STATION DESCRIPTION
 GP0080
 GP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0080'4.3 MI NE FROM PAGE.
 GP0080'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0080'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0080'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0080'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0080'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0080'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 2.8 MILES NORTHEAST
 GP0080'ACROSS COUNTRY.  1.5 MILES NORTHEAST OF ANTELOPE CREEK, SET IN THE TOP
 GP0080'OF A ROCK OUTCROP AT THE BASE OF A SANDSTONE BLUFF WHICH IS AT THE
 GP0080'WEST POINT OF A MESA, 3.6 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0110 ***********************************************************************
 GP0110  DESIGNATION -  B 402
 GP0110  PID         -  GP0110
 GP0110  STATE/COUNTY-  AZ/COCONINO
 GP0110  USGS QUAD   -  PAGE (1985)
 GP0110
 GP0110                         *CURRENT SURVEY CONTROL
 GP0110  ___________________________________________________________________
 GP0110* NAD 83(1986)-  36 54 54.     (N)    111 29 35.     (W)     SCALED    
 GP0110* NAVD 88     -      1200.592  (meters)    3938.94   (feet)  ADJUSTED  
 GP0110  ___________________________________________________________________
 GP0110  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0110  DYNAMIC HT  -        1199.230 (meters)    3934.47  (feet)  COMP
 GP0110  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GP0110
 GP0110  VERT ORDER  -  FIRST     CLASS II
 GP0110
 GP0110.The horizontal coordinates were scaled from a topographic map and have
 GP0110.an estimated accuracy of +/- 6 seconds.
 GP0110
 GP0110.The orthometric height was determined by differential leveling
 GP0110.and adjusted by the National Geodetic Survey in June 1991..
 GP0110
 GP0110.The geoid height was determined by GEOID03.
 GP0110
 GP0110.The dynamic height is computed by dividing the NAVD 88
 GP0110.geopotential number by the normal gravity value computed on the
 GP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0110.degrees latitude (g = 980.6199 gals.).
 GP0110
 GP0110.The modeled gravity was interpolated from observed gravity values.
 GP0110
 GP0110;                    North         East    Units  Estimated Accuracy
 GP0110;SPC AZ C     -   656,120.      251,110.      MT  (+/- 180 meters Scaled)
 GP0110
 GP0110                          SUPERSEDED SURVEY CONTROL
 GP0110
 GP0110  NGVD 29 (??/??/92) 1199.713  (m)         3936.06   (f) ADJ UNCH    1 2
 GP0110
 GP0110.Superseded values are not recommended for survey control.
 GP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0110.See file dsdata.txt to determine how the superseded data were derived.
 GP0110
 GP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF560855(NAD 83)
 GP0110_MARKER: DB = BENCH MARK DISK
 GP0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0110_SP_SET: PORTAL ARCHWAY
 GP0110_STAMPING: B 402 1962
 GP0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0110
 GP0110  HISTORY     - Date     Condition        Report By
 GP0110  HISTORY     - 1962     MONUMENTED       CGS
 GP0110
 GP0110                          STATION DESCRIPTION
 GP0110
 GP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0110'3.3 MI S FROM PAGE.
 GP0110'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0110'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0110'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT, AT THE
 GP0110'SOUTH-SOUTHWEST PORTAL OF THE POWERPLANT EXCESS TUNNEL, 13 FEET
 GP0110'SOUTHEAST OF THE CENTERLINE OF THE TUNNEL, 2.7 FEET SOUTHEAST OF THE
 GP0110'SOUTHEAST EDGE OF THE ARCHWAY OF THE PORTAL, ABOUT 3 FEET ABOVE THE
 GP0110'LEVEL OF THE GROUND, AND SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 GP0110'CONCRETE PORTAL ARCHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1256 ***********************************************************************
 DU1256  DESIGNATION -  B 403
 DU1256  PID         -  DU1256
 DU1256  STATE/COUNTY-  AZ/GILA
 DU1256  USGS QUAD   -  GLOBE (1982)
 DU1256
 DU1256                         *CURRENT SURVEY CONTROL
 DU1256  ___________________________________________________________________
 DU1256* NAD 83(1986)-  33 25 10.     (N)    110 48 23.     (W)     SCALED    
 DU1256* NAVD 88     -      1074.607  (meters)    3525.61   (feet)  ADJUSTED  
 DU1256  ___________________________________________________________________
 DU1256  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU1256  DYNAMIC HT  -        1073.159 (meters)    3520.86  (feet)  COMP
 DU1256  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DU1256
 DU1256  VERT ORDER  -  FIRST     CLASS II
 DU1256
 DU1256.The horizontal coordinates were scaled from a topographic map and have
 DU1256.an estimated accuracy of +/- 6 seconds.
 DU1256
 DU1256.The orthometric height was determined by differential leveling
 DU1256.and adjusted by the National Geodetic Survey in June 1991..
 DU1256
 DU1256.The geoid height was determined by GEOID03.
 DU1256
 DU1256.The dynamic height is computed by dividing the NAVD 88
 DU1256.geopotential number by the normal gravity value computed on the
 DU1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1256.degrees latitude (g = 980.6199 gals.).
 DU1256
 DU1256.The modeled gravity was interpolated from observed gravity values.
 DU1256
 DU1256;                    North         East    Units  Estimated Accuracy
 DU1256;SPC AZ E     -   268,450.      153,870.      MT  (+/- 180 meters Scaled)
 DU1256
 DU1256                          SUPERSEDED SURVEY CONTROL
 DU1256
 DU1256.No superseded survey control is available for this station.
 DU1256
 DU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB180978(NAD 83)
 DU1256_MARKER: DB = BENCH MARK DISK
 DU1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1256_SP_SET: STAINLESS STEEL ROD
 DU1256_STAMPING: B 403 1979
 DU1256_PROJECTION: FLUSH
 DU1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1256_ROD/PIPE-DEPTH: 3.96 meters
 DU1256
 DU1256  HISTORY     - Date     Condition        Report By
 DU1256  HISTORY     - 1979     MONUMENTED       NGS
 DU1256  HISTORY     - 19950726 GOOD             USPSQD
 DU1256
 DU1256                          STATION DESCRIPTION
 DU1256
 DU1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1256'3.2 MI NW FROM GLOBE.
 DU1256'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1256'COURTHOUSE IN GLOBE, 68.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1256'11.1 FEET NORTH OF A POWERLINE POLE WITH TWO GUY WIRES AND
 DU1256'7.0 FEET SOUTHEAST OF THE NORTH-NORTHWEST LEG OF AN ADVERTISING
 DU1256'SIGN. NOTE= REFUSAL WAS REACHED AT 13 FEET, ACCESS TO DISK
 DU1256'IS THROUGH A 4-INCH SCREW PLUG.
 DU1256'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 DU1256'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1256
 DU1256                          STATION RECOVERY (1995)
 DU1256
 DU1256'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0307 ***********************************************************************
 GP0307  DESIGNATION -  B 403
 GP0307  PID         -  GP0307
 GP0307  STATE/COUNTY-  AZ/COCONINO
 GP0307  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0307
 GP0307                         *CURRENT SURVEY CONTROL
 GP0307  ___________________________________________________________________
 GP0307* NAD 83(1986)-  36 38 03.     (N)    111 38 21.     (W)     SCALED    
 GP0307* NAVD 88     -      1603.062  (meters)    5259.38   (feet)  ADJUSTED  
 GP0307  ___________________________________________________________________
 GP0307  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0307  DYNAMIC HT  -        1601.086 (meters)    5252.90  (feet)  COMP
 GP0307  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0307
 GP0307  VERT ORDER  -  FIRST     CLASS II
 GP0307
 GP0307.The horizontal coordinates were scaled from a topographic map and have
 GP0307.an estimated accuracy of +/- 6 seconds.
 GP0307
 GP0307.The orthometric height was determined by differential leveling
 GP0307.and adjusted by the National Geodetic Survey in June 1991..
 GP0307
 GP0307.The geoid height was determined by GEOID03.
 GP0307
 GP0307.The dynamic height is computed by dividing the NAVD 88
 GP0307.geopotential number by the normal gravity value computed on the
 GP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0307.degrees latitude (g = 980.6199 gals.).
 GP0307
 GP0307.The modeled gravity was interpolated from observed gravity values.
 GP0307
 GP0307;                    North         East    Units  Estimated Accuracy
 GP0307;SPC AZ C     -   624,910.      238,180.      MT  (+/- 180 meters Scaled)
 GP0307
 GP0307                          SUPERSEDED SURVEY CONTROL
 GP0307
 GP0307  NGVD 29 (??/??/92) 1602.042  (m)         5256.03   (f) ADJ UNCH    1 2
 GP0307
 GP0307.Superseded values are not recommended for survey control.
 GP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0307.See file dsdata.txt to determine how the superseded data were derived.
 GP0307
 GP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF428544(NAD 83)
 GP0307_MARKER: DB = BENCH MARK DISK
 GP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0307_STAMPING: B 403 1962
 GP0307_MARK LOGO: CGS   
 GP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0307+STABILITY: SURFACE MOTION
 GP0307
 GP0307  HISTORY     - Date     Condition        Report By
 GP0307  HISTORY     - 1962     MONUMENTED       CGS
 GP0307  HISTORY     - 1983     GOOD             NGS
 GP0307  HISTORY     - 19931203 GOOD             USPSQD
 GP0307
 GP0307                          STATION DESCRIPTION
 GP0307
 GP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0307'0.95 MI NE FROM BITTER SPRINGS.
 GP0307'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0307'STATION AT BITTER SPRINGS.  THENCE 0.75 MILE NORTHEAST ALONG U.S.
 GP0307'HIGHWAY 89 LEADING TO PAGE, AT THE SOUTH EDGE OF A PARKING AREA, 96
 GP0307'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.2 MILE WEST OF HIGHWAY
 GP0307'MILEPOST NUMBER 525, 3.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 GP0307'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0307'PROJECTING 5-INCHES.
 GP0307
 GP0307                          STATION RECOVERY (1983)
 GP0307
 GP0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0307'RECOVERED IN GOOD CONDITION.
 GP0307
 GP0307                          STATION RECOVERY (1993)
 GP0307
 GP0307'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1279 ***********************************************************************
 DU1279  DESIGNATION -  B 404
 DU1279  PID         -  DU1279
 DU1279  STATE/COUNTY-  AZ/GILA
 DU1279  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1279
 DU1279                         *CURRENT SURVEY CONTROL
 DU1279  ___________________________________________________________________
 DU1279* NAD 83(1986)-  33 35 32.     (N)    110 59 16.     (W)     SCALED    
 DU1279* NAVD 88     -       716.297  (meters)    2350.05   (feet)  ADJUSTED  
 DU1279  ___________________________________________________________________
 DU1279  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DU1279  DYNAMIC HT  -         715.363 (meters)    2346.99  (feet)  COMP
 DU1279  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 DU1279
 DU1279  VERT ORDER  -  FIRST     CLASS II
 DU1279
 DU1279.The horizontal coordinates were scaled from a topographic map and have
 DU1279.an estimated accuracy of +/- 6 seconds.
 DU1279
 DU1279.The orthometric height was determined by differential leveling
 DU1279.and adjusted by the National Geodetic Survey in June 1991..
 DU1279
 DU1279.The geoid height was determined by GEOID03.
 DU1279
 DU1279.The dynamic height is computed by dividing the NAVD 88
 DU1279.geopotential number by the normal gravity value computed on the
 DU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1279.degrees latitude (g = 980.6199 gals.).
 DU1279
 DU1279.The modeled gravity was interpolated from observed gravity values.
 DU1279
 DU1279;                    North         East    Units  Estimated Accuracy
 DU1279;SPC AZ E     -   287,730.      137,150.      MT  (+/- 180 meters Scaled)
 DU1279
 DU1279                          SUPERSEDED SURVEY CONTROL
 DU1279
 DU1279.No superseded survey control is available for this station.
 DU1279
 DU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC011169(NAD 83)
 DU1279_MARKER: DB = BENCH MARK DISK
 DU1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1279_SP_SET: STAINLESS STEEL ROD
 DU1279_STAMPING: B 404 1979
 DU1279_PROJECTION: FLUSH
 DU1279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1279+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1279_ROD/PIPE-DEPTH: 1.52 meters
 DU1279
 DU1279  HISTORY     - Date     Condition        Report By
 DU1279  HISTORY     - 1979     MONUMENTED       NGS
 DU1279  HISTORY     - 19980701 GOOD             AZDT
 DU1279  HISTORY     - 20040403 GOOD             USPSQD
 DU1279  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1279
 DU1279                          STATION DESCRIPTION
 DU1279
 DU1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1279'10.1 MI SE FROM ROOSEVELT.
 DU1279'10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1279'THE POST OFFICE IN ROOSEVELT, 39.0 FEET SOUTH-
 DU1279'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 DU1279'AT 5 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1279'THE MARK IS 1.6 FT  SSE FROM A WITNESS POST.
 DU1279'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1279
 DU1279                          STATION RECOVERY (1998)
 DU1279
 DU1279'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1279'RECOVERED AS DESCRIBED.
 DU1279
 DU1279                          STATION RECOVERY (2004)
 DU1279
 DU1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1279'RECOVERED AS DESCRIBED
 DU1279
 DU1279                          STATION RECOVERY (2005)
 DU1279
 DU1279'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1279'MARK NOT FOUND.  NEW ROAD CONSTRUCTION AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0196 ***********************************************************************
 GP0196  DESIGNATION -  B 404
 GP0196  PID         -  GP0196
 GP0196  STATE/COUNTY-  AZ/COCONINO
 GP0196  USGS QUAD   -  TANNER WELL (1985)
 GP0196
 GP0196                         *CURRENT SURVEY CONTROL
 GP0196  ___________________________________________________________________
 GP0196* NAD 83(1986)-  36 37 15.     (N)    111 39 14.     (W)     SCALED    
 GP0196* NAVD 88     -      1575.745  (meters)    5169.76   (feet)  POSTED    
 GP0196  ___________________________________________________________________
 GP0196  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0196  DYNAMIC HT  -        1573.830 (meters)    5163.47  (feet)  COMP
 GP0196  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 GP0196
 GP0196  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0196
 GP0196.The horizontal coordinates were scaled from a topographic map and have
 GP0196.an estimated accuracy of +/- 6 seconds.
 GP0196
 GP0196.The orthometric height was determined by differential leveling
 GP0196.and adjusted by the National Geodetic Survey in 1992..
 GP0196.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0196.rate of 2.1 thru 3.0 mm/km.
 GP0196
 GP0196.The geoid height was determined by GEOID03.
 GP0196
 GP0196.The dynamic height is computed by dividing the NAVD 88
 GP0196.geopotential number by the normal gravity value computed on the
 GP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0196.degrees latitude (g = 980.6199 gals.).
 GP0196
 GP0196.The modeled gravity was interpolated from observed gravity values.
 GP0196
 GP0196;                    North         East    Units  Estimated Accuracy
 GP0196;SPC AZ C     -   623,430.      236,860.      MT  (+/- 180 meters Scaled)
 GP0196
 GP0196                          SUPERSEDED SURVEY CONTROL
 GP0196
 GP0196  NGVD 29 (??/??/92) 1574.756  (m)         5166.51   (f) ADJ UNCH    1 2
 GP0196
 GP0196.Superseded values are not recommended for survey control.
 GP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0196.See file dsdata.txt to determine how the superseded data were derived.
 GP0196
 GP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415530(NAD 83)
 GP0196_MARKER: DB = BENCH MARK DISK
 GP0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0196_SP_SET: CULVERT
 GP0196_STAMPING: B 404 1962
 GP0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0196
 GP0196  HISTORY     - Date     Condition        Report By
 GP0196  HISTORY     - 1962     MONUMENTED       CGS
 GP0196  HISTORY     - 1978     GOOD             USGS
 GP0196  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0196
 GP0196                          STATION DESCRIPTION
 GP0196
 GP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0196'1.2 MI S FROM BITTER SPRINGS.
 GP0196'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0196'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0196'523, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 GP0196'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTH END OF THE
 GP0196'EAST CONCRETE HEADWALL OF A DOUBLE-TUBED CULVERT.
 GP0196
 GP0196                          STATION RECOVERY (1978)
 GP0196
 GP0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0196'CHANGE PRIMARY REFERENCE TO-- JCT OF US HWY 89 AND ALT. 89 AT BITTER
 GP0196'SPRINGS, 1.0 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0196'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0196'IS ADEQUATE.
 GP0196
 GP0196                          STATION RECOVERY (1983)
 GP0196
 GP0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0196'NOT RECOVERED.  HEADWALL AT DESCRIBED LOCATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1179 ***********************************************************************
 DU1179  DESIGNATION -  B 405
 DU1179  PID         -  DU1179
 DU1179  STATE/COUNTY-  AZ/GILA
 DU1179  USGS QUAD   -  CHROME BUTTE (1966)
 DU1179
 DU1179                         *CURRENT SURVEY CONTROL
 DU1179  ___________________________________________________________________
 DU1179* NAD 83(1986)-  33 32 47.     (N)    110 41 34.     (W)     SCALED    
 DU1179* NAVD 88     -      1439.322  (meters)    4722.18   (feet)  ADJUSTED  
 DU1179  ___________________________________________________________________
 DU1179  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DU1179  DYNAMIC HT  -        1437.300 (meters)    4715.54  (feet)  COMP
 DU1179  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 DU1179
 DU1179  VERT ORDER  -  FIRST     CLASS II
 DU1179
 DU1179.The horizontal coordinates were scaled from a topographic map and have
 DU1179.an estimated accuracy of +/- 6 seconds.
 DU1179
 DU1179.The orthometric height was determined by differential leveling
 DU1179.and adjusted by the National Geodetic Survey in June 1991..
 DU1179
 DU1179.The geoid height was determined by GEOID03.
 DU1179
 DU1179.The dynamic height is computed by dividing the NAVD 88
 DU1179.geopotential number by the normal gravity value computed on the
 DU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1179.degrees latitude (g = 980.6199 gals.).
 DU1179
 DU1179.The modeled gravity was interpolated from observed gravity values.
 DU1179
 DU1179;                    North         East    Units  Estimated Accuracy
 DU1179;SPC AZ E     -   282,470.      164,500.      MT  (+/- 180 meters Scaled)
 DU1179
 DU1179                          SUPERSEDED SURVEY CONTROL
 DU1179
 DU1179.No superseded survey control is available for this station.
 DU1179
 DU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC285119(NAD 83)
 DU1179_MARKER: DB = BENCH MARK DISK
 DU1179_SETTING: 66 = SET IN ROCK OUTCROP
 DU1179_SP_SET: ROCK OUTCROP
 DU1179_STAMPING: B 405 1979
 DU1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1179+STABILITY: POSITION/ELEVATION WELL
 DU1179
 DU1179  HISTORY     - Date     Condition        Report By
 DU1179  HISTORY     - 1979     MONUMENTED       NGS
 DU1179
 DU1179                          STATION DESCRIPTION
 DU1179
 DU1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1179'12.8 MI NE FROM GLOBE.
 DU1179'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1179'COURTHOUSE IN GLOBE, 34.9 FEET WEST OF THE CENTERLINE OF THE
 DU1179'HIGHWAY.
 DU1179'THE MARK IS 3.9 FT  S FROM A WITNESS POST.
 DU1179'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0095 ***********************************************************************
 GP0095  DESIGNATION -  B 405
 GP0095  PID         -  GP0095
 GP0095  STATE/COUNTY-  AZ/COCONINO
 GP0095  USGS QUAD   -  PAGE (1985)
 GP0095
 GP0095                         *CURRENT SURVEY CONTROL
 GP0095  ___________________________________________________________________
 GP0095* NAD 83(1986)-  36 56 41.     (N)    111 29 47.     (W)     SCALED    
 GP0095* NAVD 88     -      1195.829  (meters)    3923.32   (feet)  ADJUSTED  
 GP0095  ___________________________________________________________________
 GP0095  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0095  DYNAMIC HT  -        1194.480 (meters)    3918.89  (feet)  COMP
 GP0095  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 GP0095
 GP0095  VERT ORDER  -  FIRST     CLASS II
 GP0095
 GP0095.The horizontal coordinates were scaled from a topographic map and have
 GP0095.an estimated accuracy of +/- 6 seconds.
 GP0095
 GP0095.The orthometric height was determined by differential leveling
 GP0095.and adjusted by the National Geodetic Survey in June 1991..
 GP0095
 GP0095.The geoid height was determined by GEOID03.
 GP0095
 GP0095.The dynamic height is computed by dividing the NAVD 88
 GP0095.geopotential number by the normal gravity value computed on the
 GP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0095.degrees latitude (g = 980.6199 gals.).
 GP0095
 GP0095.The modeled gravity was interpolated from observed gravity values.
 GP0095
 GP0095;                    North         East    Units  Estimated Accuracy
 GP0095;SPC AZ C     -   659,420.      250,790.      MT  (+/- 180 meters Scaled)
 GP0095
 GP0095                          SUPERSEDED SURVEY CONTROL
 GP0095
 GP0095  NGVD 29 (??/??/92) 1194.964  (m)         3920.48   (f) ADJ UNCH    1 2
 GP0095
 GP0095.Superseded values are not recommended for survey control.
 GP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0095.See file dsdata.txt to determine how the superseded data were derived.
 GP0095
 GP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF558888(NAD 83)
 GP0095_MARKER: DB = BENCH MARK DISK
 GP0095_SETTING: 66 = SET IN ROCK OUTCROP
 GP0095_SP_SET: SANDSTONE OUTCROP
 GP0095_STAMPING: B 405 1962
 GP0095_MARK LOGO: CGS   
 GP0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0095+STABILITY: POSITION/ELEVATION WELL
 GP0095
 GP0095  HISTORY     - Date     Condition        Report By
 GP0095  HISTORY     - 1962     MONUMENTED       CGS
 GP0095  HISTORY     - 1983     GOOD             NGS
 GP0095
 GP0095                          STATION DESCRIPTION
 GP0095
 GP0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0095'1.1 MI NW FROM PAGE.
 GP0095'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0095'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  112 FEET SOUTH OF THE
 GP0095'WEST END OF A 24-INCH METAL CULVERT, 68.7 FEET SOUTH-SOUTHEAST OF A
 GP0095'POWER LINE WHICH CROSSES THE HIGHWAY, 57 FEET WEST OF THE CENTERLINE
 GP0095'OF THE HIGHWAY, 2.8 FEET EAST OF THE BASE OF A SHEER ROCK WALL, ABOUT
 GP0095'7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0095'SANDSTONE OUTCROP WHICH IS FLUSH WITH THE GROUND.
 GP0095
 GP0095                          STATION RECOVERY (1983)
 GP0095
 GP0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1192 ***********************************************************************
 DU1192  DESIGNATION -  B 406
 DU1192  PID         -  DU1192
 DU1192  STATE/COUNTY-  AZ/GILA
 DU1192  USGS QUAD   -  SEVENMILE MTS (1966)
 DU1192
 DU1192                         *CURRENT SURVEY CONTROL
 DU1192  ___________________________________________________________________
 DU1192* NAD 83(1986)-  33 36 39.     (N)    110 37 28.     (W)     SCALED    
 DU1192* NAVD 88     -      1391.044  (meters)    4563.78   (feet)  ADJUSTED  
 DU1192  ___________________________________________________________________
 DU1192  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DU1192  DYNAMIC HT  -        1389.095 (meters)    4557.39  (feet)  COMP
 DU1192  MODELED GRAV-     979,187.0   (mgal)                       NAVD 88
 DU1192
 DU1192  VERT ORDER  -  FIRST     CLASS II
 DU1192
 DU1192.The horizontal coordinates were scaled from a topographic map and have
 DU1192.an estimated accuracy of +/- 6 seconds.
 DU1192
 DU1192.The orthometric height was determined by differential leveling
 DU1192.and adjusted by the National Geodetic Survey in June 1991..
 DU1192
 DU1192.The geoid height was determined by GEOID03.
 DU1192
 DU1192.The dynamic height is computed by dividing the NAVD 88
 DU1192.geopotential number by the normal gravity value computed on the
 DU1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1192.degrees latitude (g = 980.6199 gals.).
 DU1192
 DU1192.The modeled gravity was interpolated from observed gravity values.
 DU1192
 DU1192;                    North         East    Units  Estimated Accuracy
 DU1192;SPC AZ E     -   289,590.      170,880.      MT  (+/- 180 meters Scaled)
 DU1192
 DU1192                          SUPERSEDED SURVEY CONTROL
 DU1192
 DU1192.No superseded survey control is available for this station.
 DU1192
 DU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC348190(NAD 83)
 DU1192_MARKER: DB = BENCH MARK DISK
 DU1192_SETTING: 66 = SET IN ROCK OUTCROP
 DU1192_SP_SET: ROCK OUTCROP
 DU1192_STAMPING: B 406 1979
 DU1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1192+STABILITY: POSITION/ELEVATION WELL
 DU1192
 DU1192  HISTORY     - Date     Condition        Report By
 DU1192  HISTORY     - 1979     MONUMENTED       NGS
 DU1192
 DU1192                          STATION DESCRIPTION
 DU1192
 DU1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1192'19.1 MI NE FROM GLOBE.
 DU1192'19.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1192'COURTHOUSE IN GLOBE, 100 FEET WEST OF THE EAST END OF THE NORTH CUT,
 DU1192'AND 33.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1192'THE MARK IS 4.5 FT  W FROM A WITNESS POST.
 DU1192'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1216 ***********************************************************************
 DU1216  DESIGNATION -  B 407
 DU1216  PID         -  DU1216
 DU1216  STATE/COUNTY-  AZ/GILA
 DU1216  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1216
 DU1216                         *CURRENT SURVEY CONTROL
 DU1216  ___________________________________________________________________
 DU1216* NAD 83(1986)-  33 48 33.     (N)    110 27 56.     (W)     SCALED    
 DU1216* NAVD 88     -      1359.139  (meters)    4459.11   (feet)  ADJUSTED  
 DU1216  ___________________________________________________________________
 DU1216  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DU1216  DYNAMIC HT  -        1357.242 (meters)    4452.88  (feet)  COMP
 DU1216  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 DU1216
 DU1216  VERT ORDER  -  FIRST     CLASS II
 DU1216
 DU1216.The horizontal coordinates were scaled from a topographic map and have
 DU1216.an estimated accuracy of +/- 6 seconds.
 DU1216
 DU1216.The orthometric height was determined by differential leveling
 DU1216.and adjusted by the National Geodetic Survey in June 1991..
 DU1216
 DU1216.The geoid height was determined by GEOID03.
 DU1216
 DU1216.The dynamic height is computed by dividing the NAVD 88
 DU1216.geopotential number by the normal gravity value computed on the
 DU1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1216.degrees latitude (g = 980.6199 gals.).
 DU1216
 DU1216.The modeled gravity was interpolated from observed gravity values.
 DU1216
 DU1216;                    North         East    Units  Estimated Accuracy
 DU1216;SPC AZ E     -   311,530.      185,690.      MT  (+/- 180 meters Scaled)
 DU1216
 DU1216                          SUPERSEDED SURVEY CONTROL
 DU1216
 DU1216.No superseded survey control is available for this station.
 DU1216
 DU1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC494411(NAD 83)
 DU1216_MARKER: DB = BENCH MARK DISK
 DU1216_SETTING: 66 = SET IN ROCK OUTCROP
 DU1216_SP_SET: ROCK OUTCROP
 DU1216_STAMPING: B 407 1979
 DU1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1216+STABILITY: POSITION/ELEVATION WELL
 DU1216
 DU1216  HISTORY     - Date     Condition        Report By
 DU1216  HISTORY     - 1979     MONUMENTED       NGS
 DU1216  HISTORY     - 19960918 GOOD             USPSQD
 DU1216
 DU1216                          STATION DESCRIPTION
 DU1216
 DU1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1216'41.8 MI NE FROM GLOBE.
 DU1216'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1216'IN SALT RIVER CANYON, 54.8 FEET WEST AND ACROSS THE HIGHWAY FROM A
 DU1216'GUARD RAIL AND 28.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1216'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1216'COURTHOUSE IN GLOBE.
 DU1216'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 DU1216
 DU1216                          STATION RECOVERY (1996)
 DU1216
 DU1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0326 ***********************************************************************
 ER0326  DESIGNATION -  B 408
 ER0326  PID         -  ER0326
 ER0326  STATE/COUNTY-  AZ/NAVAJO
 ER0326  USGS QUAD   -  INDIAN PINE (1977)
 ER0326
 ER0326                         *CURRENT SURVEY CONTROL
 ER0326  ___________________________________________________________________
 ER0326* NAD 83(1986)-  34 02 11.     (N)    109 55 15.     (W)     SCALED    
 ER0326* NAVD 88     -      2071.509  (meters)    6796.28   (feet)  ADJUSTED  
 ER0326  ___________________________________________________________________
 ER0326  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0326  DYNAMIC HT  -        2068.349 (meters)    6785.91  (feet)  COMP
 ER0326  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 ER0326
 ER0326  VERT ORDER  -  FIRST     CLASS II
 ER0326
 ER0326.The horizontal coordinates were scaled from a topographic map and have
 ER0326.an estimated accuracy of +/- 6 seconds.
 ER0326
 ER0326.The orthometric height was determined by differential leveling
 ER0326.and adjusted by the National Geodetic Survey in June 1991..
 ER0326
 ER0326.The geoid height was determined by GEOID03.
 ER0326
 ER0326.The dynamic height is computed by dividing the NAVD 88
 ER0326.geopotential number by the normal gravity value computed on the
 ER0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0326.degrees latitude (g = 980.6199 gals.).
 ER0326
 ER0326.The modeled gravity was interpolated from observed gravity values.
 ER0326
 ER0326;                    North         East    Units  Estimated Accuracy
 ER0326;SPC AZ E     -   336,720.      236,060.      MT  (+/- 180 meters Scaled)
 ER0326
 ER0326                          SUPERSEDED SURVEY CONTROL
 ER0326
 ER0326.No superseded survey control is available for this station.
 ER0326
 ER0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC996667(NAD 83)
 ER0326_MARKER: DB = BENCH MARK DISK
 ER0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0326_SP_SET: STAINLESS STEEL ROD
 ER0326_STAMPING: B 408 1979
 ER0326_PROJECTION: FLUSH
 ER0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0326_ROD/PIPE-DEPTH: 6.10 meters
 ER0326
 ER0326  HISTORY     - Date     Condition        Report By
 ER0326  HISTORY     - 1979     MONUMENTED       NGS
 ER0326
 ER0326                          STATION DESCRIPTION
 ER0326
 ER0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0326'6.5 MI SW FROM MCNARY.
 ER0326'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0326'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 3.3 MILES
 ER0326'SOUTH ALONG STATE HIGHWAY 73, 0.3 MILE NORTH OF HIGHWAY MILE MARKER
 ER0326'354, 67.8 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET
 ER0326'NORTH OF A 24-INCH PINE TREE AND 1.9 FEET NORTHEAST OF A BARBED WIRE
 ER0326'FENCE.  NOTE=DISK IS 4-INCHES BELOW THE GROUND, ACCESS IS THROUGH A
 ER0326'4-INCH SCREW PLUG.
 ER0326'THE MARK IS 1.4 FT  SSE FROM A WITNESS POST.
 ER0326'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0463 ***********************************************************************
 DT0463  DESIGNATION -  B 409
 DT0463  PID         -  DT0463
 DT0463  STATE/COUNTY-  AZ/APACHE
 DT0463  USGS QUAD   -  NUTRIOSO (1991)
 DT0463
 DT0463                         *CURRENT SURVEY CONTROL
 DT0463  ___________________________________________________________________
 DT0463* NAD 83(1986)-  33 56 40.     (N)    109 12 02.     (W)     SCALED    
 DT0463* NAVD 88     -      2366.750  (meters)    7764.91   (feet)  ADJUSTED  
 DT0463  ___________________________________________________________________
 DT0463  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0463  DYNAMIC HT  -        2362.937 (meters)    7752.40  (feet)  COMP
 DT0463  MODELED GRAV-     978,939.7   (mgal)                       NAVD 88
 DT0463
 DT0463  VERT ORDER  -  FIRST     CLASS II
 DT0463
 DT0463.The horizontal coordinates were scaled from a topographic map and have
 DT0463.an estimated accuracy of +/- 6 seconds.
 DT0463
 DT0463.The orthometric height was determined by differential leveling
 DT0463.and adjusted by the National Geodetic Survey in June 1991..
 DT0463
 DT0463.The geoid height was determined by GEOID03.
 DT0463
 DT0463.The dynamic height is computed by dividing the NAVD 88
 DT0463.geopotential number by the normal gravity value computed on the
 DT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0463.degrees latitude (g = 980.6199 gals.).
 DT0463
 DT0463.The modeled gravity was interpolated from observed gravity values.
 DT0463
 DT0463;                    North         East    Units  Estimated Accuracy
 DT0463;SPC AZ E     -   326,910.      302,670.      MT  (+/- 180 meters Scaled)
 DT0463
 DT0463                          SUPERSEDED SURVEY CONTROL
 DT0463
 DT0463.No superseded survey control is available for this station.
 DT0463
 DT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC662574(NAD 83)
 DT0463_MARKER: I = METAL ROD
 DT0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0463+WITH SETTING: INFORMATION.
 DT0463_SP_SET: SHALLOW SET METAL ROD
 DT0463_STAMPING: B 409 1980
 DT0463_PROJECTION: FLUSH
 DT0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0463_ROD/PIPE-DEPTH: 2.1  meters
 DT0463
 DT0463  HISTORY     - Date     Condition        Report By
 DT0463  HISTORY     - 1980     MONUMENTED       NGS
 DT0463
 DT0463                          STATION DESCRIPTION
 DT0463
 DT0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0463'1.1 KM SE FROM NUTRIOSO.
 DT0463'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0463'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) NORTHWEST OF MILE
 DT0463'POST 418, 11.7 METERS (38.4 FT) SOUTH OF THE CENTERLINE OF THE
 DT0463'HIGHWAY, 11.6 METERS (38.0 FT) EAST OF THE CENTER OF A DRIVEWAY
 DT0463'LEADING SOUTH TO A SAWMILL, 1.0 METERS (3.3 FT) NORTH OF TELEPHONE
 DT0463'POLE NUMBER 311 A19 1 207, 3.7 METERS (12.1 FT) EAST OF A FENCE
 DT0463'CORNER AND 0.5 METERS (1.6 FT) NORTH OF A WOODEN FENCE.  NOTE=REFUSAL
 DT0463'WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE DATUM POINT
 DT0463'IS THROUGH A 5-INCH LOGO CAP.
 DT0463'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DT0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0337 ***********************************************************************
 ER0337  DESIGNATION -  B 410
 ER0337  PID         -  ER0337
 ER0337  STATE/COUNTY-  AZ/APACHE
 ER0337  USGS QUAD   -  MC NARY (1985)
 ER0337
 ER0337                         *CURRENT SURVEY CONTROL
 ER0337  ___________________________________________________________________
 ER0337* NAD 83(1986)-  34 04 20.     (N)    109 50 08.     (W)     SCALED    
 ER0337* NAVD 88     -      2238.220  (meters)    7343.23   (feet)  ADJUSTED  
 ER0337  ___________________________________________________________________
 ER0337  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0337  DYNAMIC HT  -        2234.726 (meters)    7331.76  (feet)  COMP
 ER0337  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 ER0337
 ER0337  VERT ORDER  -  FIRST     CLASS II
 ER0337
 ER0337.The horizontal coordinates were scaled from a topographic map and have
 ER0337.an estimated accuracy of +/- 6 seconds.
 ER0337
 ER0337.The orthometric height was determined by differential leveling
 ER0337.and adjusted by the National Geodetic Survey in June 1991..
 ER0337
 ER0337.The geoid height was determined by GEOID03.
 ER0337
 ER0337.The dynamic height is computed by dividing the NAVD 88
 ER0337.geopotential number by the normal gravity value computed on the
 ER0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0337.degrees latitude (g = 980.6199 gals.).
 ER0337
 ER0337.The modeled gravity was interpolated from observed gravity values.
 ER0337
 ER0337;                    North         East    Units  Estimated Accuracy
 ER0337;SPC AZ E     -   340,710.      243,920.      MT  (+/- 180 meters Scaled)
 ER0337
 ER0337                          SUPERSEDED SURVEY CONTROL
 ER0337
 ER0337.No superseded survey control is available for this station.
 ER0337
 ER0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC074707(NAD 83)
 ER0337_MARKER: I = METAL ROD
 ER0337_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0337+WITH SETTING: INFORMATION.
 ER0337_SP_SET: SHALLOW SET METAL ROD
 ER0337_STAMPING: B 410 1980
 ER0337_PROJECTION: FLUSH
 ER0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0337_ROD/PIPE-DEPTH: 1.5  meters
 ER0337
 ER0337  HISTORY     - Date     Condition        Report By
 ER0337  HISTORY     - 1980     MONUMENTED       NGS
 ER0337  HISTORY     - 20050729 GOOD             USPSQD
 ER0337
 ER0337                          STATION DESCRIPTION
 ER0337
 ER0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0337'1.8 KM EAST FROM MCNARY.
 ER0337'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0337'OFFICE IN MCNARY, THENCE 1.7 KM (1.05 MI) EAST ALONG STATE
 ER0337'HIGHWAY 260, 0.5 KM (0.3 MI) EAST OF A SIDE ROAD LEADING
 ER0337'SOUTH, 31.1 METERS (102.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0337'HIGHWAY AND 0.6 METERS (1.8 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0337'REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0337'THOROUGH A 5-INCH LOGO CAP.
 ER0337'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ER0337'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0337
 ER0337                          STATION RECOVERY (2005)
 ER0337
 ER0337'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0365 ***********************************************************************
 ER0365  DESIGNATION -  B 411
 ER0365  PID         -  ER0365
 ER0365  STATE/COUNTY-  AZ/APACHE
 ER0365  USGS QUAD   -  GREER (1969)
 ER0365
 ER0365                         *CURRENT SURVEY CONTROL
 ER0365  ___________________________________________________________________
 ER0365* NAD 83(1986)-  34 05 24.     (N)    109 26 09.     (W)     SCALED    
 ER0365* NAVD 88     -      2409.886  (meters)    7906.43   (feet)  ADJUSTED  
 ER0365  ___________________________________________________________________
 ER0365  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ER0365  DYNAMIC HT  -        2406.039 (meters)    7893.81  (feet)  COMP
 ER0365  MODELED GRAV-     978,952.3   (mgal)                       NAVD 88
 ER0365
 ER0365  VERT ORDER  -  FIRST     CLASS II
 ER0365
 ER0365.The horizontal coordinates were scaled from a topographic map and have
 ER0365.an estimated accuracy of +/- 6 seconds.
 ER0365
 ER0365.The orthometric height was determined by differential leveling
 ER0365.and adjusted by the National Geodetic Survey in June 1991..
 ER0365
 ER0365.The geoid height was determined by GEOID03.
 ER0365
 ER0365.The dynamic height is computed by dividing the NAVD 88
 ER0365.geopotential number by the normal gravity value computed on the
 ER0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0365.degrees latitude (g = 980.6199 gals.).
 ER0365
 ER0365.The modeled gravity was interpolated from observed gravity values.
 ER0365
 ER0365;                    North         East    Units  Estimated Accuracy
 ER0365;SPC AZ E     -   342,880.      280,800.      MT  (+/- 180 meters Scaled)
 ER0365
 ER0365                          SUPERSEDED SURVEY CONTROL
 ER0365
 ER0365.No superseded survey control is available for this station.
 ER0365
 ER0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC443732(NAD 83)
 ER0365_MARKER: DB = BENCH MARK DISK
 ER0365_SETTING: 66 = SET IN ROCK OUTCROP
 ER0365_SP_SET: ROCK OUTCROP
 ER0365_STAMPING: B 411 1980
 ER0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0365+STABILITY: POSITION/ELEVATION WELL
 ER0365
 ER0365  HISTORY     - Date     Condition        Report By
 ER0365  HISTORY     - 1980     MONUMENTED       NGS
 ER0365  HISTORY     - 20050729 GOOD             USPSQD
 ER0365
 ER0365                          STATION DESCRIPTION
 ER0365
 ER0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0365'14.0 KM WEST FROM EAGAR.
 ER0365'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0365'OFFICE IN EAGAR, THENCE 13.8 KM (8.55 MI) WEST ALONG STATE
 ER0365'HIGHWAY 260, 0.6 KM (0.35 MI) WEST OF MILE POST 389, 0.1
 ER0365'KM (0.05 MI) EAST OF A DIRT ROAD LEADING NORTHEAST TO A
 ER0365'CINDER PIT, IN TOP OF A ROCK OUTCROP, 26.1 METERS (85.6 FT) SOUTHEAST
 ER0365'OF THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) EAST OF A
 ER0365'TELEPHONE POLE AND 3.8 METERS (12.5 FT) NORTHWEST OF A FENCE.
 ER0365'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ER0365'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 ER0365
 ER0365                          STATION RECOVERY (2005)
 ER0365
 ER0365'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1004 ***********************************************************************
 DV1004  DESIGNATION -  B 413 31
 DV1004  PID         -  DV1004
 DV1004  STATE/COUNTY-  AZ/LA PAZ
 DV1004  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1004
 DV1004                         *CURRENT SURVEY CONTROL
 DV1004  ___________________________________________________________________
 DV1004* NAD 83(1986)-  33 35 24.     (N)    113 29 28.     (W)     SCALED    
 DV1004* NAVD 88     -       435.33   (+/-2cm)    1428.2    (feet)  VERTCON   
 DV1004  ___________________________________________________________________
 DV1004  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1004
 DV1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1004
 DV1004.The horizontal coordinates were scaled from a topographic map and have
 DV1004.an estimated accuracy of +/- 6 seconds.
 DV1004
 DV1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1004.The vertical order pertains to the NGVD 29 superseded value.
 DV1004
 DV1004.The geoid height was determined by GEOID03.
 DV1004
 DV1004;                    North         East    Units  Estimated Accuracy
 DV1004;SPC AZ W     -   287,220.      237,390.      MT  (+/- 180 meters Scaled)
 DV1004
 DV1004                          SUPERSEDED SURVEY CONTROL
 DV1004
 DV1004  NGVD 29 (??/??/92)  434.648  (m)         1426.01   (f) ADJ UNCH    2 0
 DV1004
 DV1004.Superseded values are not recommended for survey control.
 DV1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1004.See file dsdata.txt to determine how the superseded data were derived.
 DV1004
 DV1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC688194(NAD 83)
 DV1004_MARKER: DB = BENCH MARK DISK
 DV1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1004_STAMPING: B 413 31 1962
 DV1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1004+STABILITY: SURFACE MOTION
 DV1004
 DV1004  HISTORY     - Date     Condition        Report By
 DV1004  HISTORY     - 1962     MONUMENTED       CGS
 DV1004
 DV1004                          STATION DESCRIPTION
 DV1004
 DV1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1004'19.4 MI SE FROM SALOME.
 DV1004'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1004'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1004'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1004'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1004'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1004'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1004'THENCE 2.0 MILES EAST ALONG THE BLADED TRACK WHICH IS THE CENTER OF
 DV1004'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST
 DV1004'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1004'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0985 ***********************************************************************
 DU0985  DESIGNATION -  B 414
 DU0985  PID         -  DU0985
 DU0985  STATE/COUNTY-  AZ/MARICOPA
 DU0985  USGS QUAD   -  GUADALUPE (1982)
 DU0985
 DU0985                         *CURRENT SURVEY CONTROL
 DU0985  ___________________________________________________________________
 DU0985* NAD 83(1986)-  33 20 04.     (N)    111 58 03.     (W)     SCALED    
 DU0985* NAVD 88     -       375.08   (+/-2cm)    1230.6    (feet)  VERTCON   
 DU0985  ___________________________________________________________________
 DU0985  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU0985
 DU0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0985
 DU0985.The horizontal coordinates were scaled from a topographic map and have
 DU0985.an estimated accuracy of +/- 6 seconds.
 DU0985
 DU0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0985.The vertical order pertains to the NGVD 29 superseded value.
 DU0985
 DU0985.The geoid height was determined by GEOID03.
 DU0985
 DU0985;                    North         East    Units  Estimated Accuracy
 DU0985;SPC AZ C     -   258,840.      208,630.      MT  (+/- 180 meters Scaled)
 DU0985
 DU0985                          SUPERSEDED SURVEY CONTROL
 DU0985
 DU0985  NGVD 29 (??/??/92)  374.492  (m)         1228.65   (f) ADJ UNCH    2 0
 DU0985
 DU0985.Superseded values are not recommended for survey control.
 DU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0985.See file dsdata.txt to determine how the superseded data were derived.
 DU0985
 DU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099887(NAD 83)
 DU0985_MARKER: DB = BENCH MARK DISK
 DU0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0985_STAMPING: B 414 1962
 DU0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0985+STABILITY: SURFACE MOTION
 DU0985
 DU0985  HISTORY     - Date     Condition        Report By
 DU0985  HISTORY     - 1962     MONUMENTED       CGS
 DU0985  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0985
 DU0985                          STATION DESCRIPTION
 DU0985
 DU0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0985'2.9 MI SW FROM GUADALUPE.
 DU0985'2.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0985'GUADALUPE, THENCE 0.3 MILE WEST ALONG WARNER ROAD, 32 FEET SOUTH OF
 DU0985'THE CENTER OF WARNER ROAD, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 149
 DU0985'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND A PIPE LINE
 DU0985'VALVE, 5.6 FEET SOUTHEAST OF A WITNESS POST, 0.5 FOOT ABOVE THE LEVEL
 DU0985'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0985
 DU0985                          STATION RECOVERY (2001)
 DU0985
 DU0985'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1046 ***********************************************************************
 DV1046  DESIGNATION -  B 415 57
 DV1046  PID         -  DV1046
 DV1046  STATE/COUNTY-  AZ/MARICOPA
 DV1046  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1046
 DV1046                         *CURRENT SURVEY CONTROL
 DV1046  ___________________________________________________________________
 DV1046* NAD 83(1986)-  33 30 54.     (N)    113 02 31.     (W)     SCALED    
 DV1046* NAVD 88     -       392.47   (+/-2cm)    1287.6    (feet)  VERTCON   
 DV1046  ___________________________________________________________________
 DV1046  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV1046
 DV1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1046
 DV1046.The horizontal coordinates were scaled from a topographic map and have
 DV1046.an estimated accuracy of +/- 6 seconds.
 DV1046
 DV1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1046.The vertical order pertains to the NGVD 29 superseded value.
 DV1046
 DV1046.The geoid height was determined by GEOID03.
 DV1046
 DV1046;                    North         East    Units  Estimated Accuracy
 DV1046;SPC AZ C     -   279,430.      108,820.      MT  (+/- 180 meters Scaled)
 DV1046
 DV1046                          SUPERSEDED SURVEY CONTROL
 DV1046
 DV1046  NGVD 29 (??/??/92)  391.822  (m)         1285.50   (f) ADJ UNCH    2 0
 DV1046
 DV1046.Superseded values are not recommended for survey control.
 DV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1046.See file dsdata.txt to determine how the superseded data were derived.
 DV1046
 DV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC103102(NAD 83)
 DV1046_MARKER: DB = BENCH MARK DISK
 DV1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1046_STAMPING: B 415 57 1962
 DV1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1046+STABILITY: SURFACE MOTION
 DV1046
 DV1046  HISTORY     - Date     Condition        Report By
 DV1046  HISTORY     - 1962     MONUMENTED       CGS
 DV1046
 DV1046                          STATION DESCRIPTION
 DV1046
 DV1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1046'6.65 MI NW FROM TONOPAH.
 DV1046'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1046'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES
 DV1046'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1046'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV1046'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1410 ***********************************************************************
 CZ1410  DESIGNATION -  B 418
 CZ1410  PID         -  CZ1410
 CZ1410  STATE/COUNTY-  AZ/PIMA
 CZ1410  USGS QUAD   -  TUCSON (1992)
 CZ1410
 CZ1410                         *CURRENT SURVEY CONTROL
 CZ1410  ___________________________________________________________________
 CZ1410* NAD 83(1986)-  32 13 19.     (N)    110 58 32.     (W)     SCALED    
 CZ1410* NAVD 88     -       721.009  (meters)    2365.51   (feet)  ADJUSTED  
 CZ1410  ___________________________________________________________________
 CZ1410  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1410  DYNAMIC HT  -         720.021 (meters)    2362.27  (feet)  COMP
 CZ1410  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 CZ1410
 CZ1410  VERT ORDER  -  FIRST     CLASS II
 CZ1410
 CZ1410.The horizontal coordinates were scaled from a topographic map and have
 CZ1410.an estimated accuracy of +/- 6 seconds.
 CZ1410
 CZ1410.The orthometric height was determined by differential leveling
 CZ1410.and adjusted by the National Geodetic Survey in June 1991..
 CZ1410
 CZ1410.The geoid height was determined by GEOID03.
 CZ1410
 CZ1410.The dynamic height is computed by dividing the NAVD 88
 CZ1410.geopotential number by the normal gravity value computed on the
 CZ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1410.degrees latitude (g = 980.6199 gals.).
 CZ1410
 CZ1410.The modeled gravity was interpolated from observed gravity values.
 CZ1410
 CZ1410;                    North         East    Units  Estimated Accuracy
 CZ1410;SPC AZ C     -   135,860.      302,070.      MT  (+/- 180 meters Scaled)
 CZ1410
 CZ1410                          SUPERSEDED SURVEY CONTROL
 CZ1410
 CZ1410.No superseded survey control is available for this station.
 CZ1410
 CZ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023650(NAD 83)
 CZ1410_MARKER: DB = BENCH MARK DISK
 CZ1410_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CZ1410_SP_SET: BUILDING PILLAR
 CZ1410_STAMPING: B 418 1979
 CZ1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1410+STABILITY: POSITION/ELEVATION WELL
 CZ1410
 CZ1410  HISTORY     - Date     Condition        Report By
 CZ1410  HISTORY     - 1979     MONUMENTED       NGS
 CZ1410  HISTORY     - 1980     GOOD             NGS
 CZ1410  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 CZ1410  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 CZ1410  HISTORY     - 19990304 MARK NOT FOUND   NGS
 CZ1410
 CZ1410                          STATION DESCRIPTION
 CZ1410
 CZ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1410'IN TUCSON.
 CZ1410'IN TUCSON AT THE FEDERAL BUILDING AT 301 WEST CONGRESS, SET
 CZ1410'VERTICALLY, 5 FEET ABOVE THE BRICK WALKWAY AND IN THE SOUTHEAST
 CZ1410'FACE OF THE NORTHEAST CONCRETE PILLAR FOR THE FEDERAL BUILDING.  THE
 CZ1410'PILLARS ARE 12 FEET IN DIAMETER AND ARE SET TO A DEPTH OF 30 FEET.
 CZ1410
 CZ1410                          STATION RECOVERY (1980)
 CZ1410
 CZ1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1410'RECOVERED IN GOOD CONDITION.
 CZ1410
 CZ1410                          STATION RECOVERY (1994)
 CZ1410
 CZ1410'RECOVERY NOTE BY US POWER SQUADRON 1994
 CZ1410'MARK NOT FOUND.
 CZ1410
 CZ1410                          STATION RECOVERY (1995)
 CZ1410
 CZ1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1410'MARK NOT FOUND.
 CZ1410
 CZ1410                          STATION RECOVERY (1999)
 CZ1410
 CZ1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1410'THE BUILDING HAS BEEN REMODELED AND THE DISK MAY STILL BE IN PLACE
 CZ1410'UNDER A LAYER OF BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0611 ***********************************************************************
 CY0611  DESIGNATION -  B 419
 CY0611  PID         -  CY0611
 CY0611  STATE/COUNTY-  AZ/COCHISE
 CY0611  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0611
 CY0611                         *CURRENT SURVEY CONTROL
 CY0611  ___________________________________________________________________
 CY0611* NAD 83(1986)-  32 16 34.     (N)    109 49 02.     (W)     SCALED    
 CY0611* NAVD 88     -      1273.145  (meters)    4176.98   (feet)  ADJUSTED  
 CY0611  ___________________________________________________________________
 CY0611  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0611  DYNAMIC HT  -        1271.242 (meters)    4170.73  (feet)  COMP
 CY0611  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 CY0611
 CY0611  VERT ORDER  -  FIRST     CLASS II
 CY0611
 CY0611.The horizontal coordinates were scaled from a topographic map and have
 CY0611.an estimated accuracy of +/- 6 seconds.
 CY0611
 CY0611.The orthometric height was determined by differential leveling
 CY0611.and adjusted by the National Geodetic Survey in June 1991..
 CY0611
 CY0611.The geoid height was determined by GEOID03.
 CY0611
 CY0611.The dynamic height is computed by dividing the NAVD 88
 CY0611.geopotential number by the normal gravity value computed on the
 CY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0611.degrees latitude (g = 980.6199 gals.).
 CY0611
 CY0611.The modeled gravity was interpolated from observed gravity values.
 CY0611
 CY0611;                    North         East    Units  Estimated Accuracy
 CY0611;SPC AZ E     -   141,540.      246,280.      MT  (+/- 180 meters Scaled)
 CY0611
 CY0611                          SUPERSEDED SURVEY CONTROL
 CY0611
 CY0611.No superseded survey control is available for this station.
 CY0611
 CY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA113716(NAD 83)
 CY0611_MARKER: DB = BENCH MARK DISK
 CY0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0611_SP_SET: STAINLESS STEEL ROD
 CY0611_STAMPING: B 419 1979
 CY0611_PROJECTION: FLUSH
 CY0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0611+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0611_ROD/PIPE-DEPTH: 7.3  meters
 CY0611
 CY0611  HISTORY     - Date     Condition        Report By
 CY0611  HISTORY     - 1979     MONUMENTED       NGS
 CY0611  HISTORY     - 20050515 GOOD             NGS
 CY0611
 CY0611                          STATION DESCRIPTION
 CY0611
 CY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0611'2.9 KM NE FROM WILLCOX.
 CY0611'3.0 KILOMETERS (1.85 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0611'ITS JUNCTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0611'SOUTHWEST OF MILE POST 342, 30.0 METERS (98.5 FEET) NORTHWEST OF THE
 CY0611'CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FEET) SOUTHWEST OF THE
 CY0611'FIRST POWER POLE NORTHEAST OF A POWER LINE JUNCTION POLE WITH ONE
 CY0611'GUY WIRE, 5.2 METERS (16.9 FEET) NORTHEAST OF A BRACED ANGLE IRON
 CY0611'FENCE POST IN THE RIGHT-OF-WAY FENCE AND 0.6 METER (2.1 FEET)
 CY0611'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0611'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 CY0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0611
 CY0611                          STATION RECOVERY (2005)
 CY0611
 CY0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0611'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0596 ***********************************************************************
 CY0596  DESIGNATION -  B 420
 CY0596  PID         -  CY0596
 CY0596  STATE/COUNTY-  AZ/COCHISE
 CY0596  USGS QUAD   -  COCHISE (1985)
 CY0596
 CY0596                         *CURRENT SURVEY CONTROL
 CY0596  ___________________________________________________________________
 CY0596* NAD 83(1986)-  32 04 40.     (N)    109 54 00.     (W)     SCALED    
 CY0596* NAVD 88     -      1276.342  (meters)    4187.47   (feet)  ADJUSTED  
 CY0596  ___________________________________________________________________
 CY0596  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0596  DYNAMIC HT  -        1274.406 (meters)    4181.11  (feet)  COMP
 CY0596  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 CY0596
 CY0596  VERT ORDER  -  FIRST     CLASS II
 CY0596
 CY0596.The horizontal coordinates were scaled from a topographic map and have
 CY0596.an estimated accuracy of +/- 6 seconds.
 CY0596
 CY0596.The orthometric height was determined by differential leveling
 CY0596.and adjusted by the National Geodetic Survey in June 1991..
 CY0596
 CY0596.The geoid height was determined by GEOID03.
 CY0596
 CY0596.The dynamic height is computed by dividing the NAVD 88
 CY0596.geopotential number by the normal gravity value computed on the
 CY0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0596.degrees latitude (g = 980.6199 gals.).
 CY0596
 CY0596.The modeled gravity was interpolated from observed gravity values.
 CY0596
 CY0596;                    North         East    Units  Estimated Accuracy
 CY0596;SPC AZ E     -   119,520.      238,530.      MT  (+/- 180 meters Scaled)
 CY0596
 CY0596                          SUPERSEDED SURVEY CONTROL
 CY0596
 CY0596.No superseded survey control is available for this station.
 CY0596
 CY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA038495(NAD 83)
 CY0596_MARKER: DB = BENCH MARK DISK
 CY0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0596_SP_SET: STAINLESS STEEL ROD
 CY0596_STAMPING: B 420 1980
 CY0596_PROJECTION: RECESSED 3 CENTIMETERS
 CY0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0596+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0596_ROD/PIPE-DEPTH: 6.9  meters
 CY0596
 CY0596  HISTORY     - Date     Condition        Report By
 CY0596  HISTORY     - 1980     MONUMENTED       NGS
 CY0596  HISTORY     - 20060506 GOOD             NGS
 CY0596
 CY0596                          STATION DESCRIPTION
 CY0596
 CY0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0596'21.4 KM SW FROM WILLCOX.
 CY0596'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0596'RAILROAD FROM THE STATION IN WILLCOX, THENCE 6.3 KILOMETERS (3.9
 CY0596'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.2 KILOMETER (0.1 MILE)
 CY0596'NORTHWEST OF A WOODEN RAILROAD BRIDGE, 0.6 METER (1 FOOT)
 CY0596'NORTHEAST OF A T IN THE RIGHT-OF-WAY FENCE, 15.2 METERS (50.0
 CY0596'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS
 CY0596'(49.5 FEET) SOUTHEAST OF A JUNCTION POWER POLE, 6.6 METERS
 CY0596'(22.5 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.
 CY0596'THE MARK IS .6 METERS  SW FROM A WITNESS POST.
 CY0596'THE MARK IS .3 M BELOW HIGHWAY CENTERLINE.
 CY0596
 CY0596                          STATION RECOVERY (2006)
 CY0596
 CY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0596'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0223 ***********************************************************************
 CF0223  DESIGNATION -  B 421
 CF0223  PID         -  CF0223
 CF0223  STATE/COUNTY-  AZ/COCHISE
 CF0223  USGS QUAD   -  ELFRIDA (1986)
 CF0223
 CF0223                         *CURRENT SURVEY CONTROL
 CF0223  ___________________________________________________________________
 CF0223* NAD 83(1986)-  31 43 22.     (N)    109 41 09.     (W)     SCALED    
 CF0223* NAVD 88     -      1278.012  (meters)    4192.94   (feet)  ADJUSTED  
 CF0223  ___________________________________________________________________
 CF0223  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0223  DYNAMIC HT  -        1276.017 (meters)    4186.40  (feet)  COMP
 CF0223  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 CF0223
 CF0223  VERT ORDER  -  FIRST     CLASS II
 CF0223
 CF0223.The horizontal coordinates were scaled from a topographic map and have
 CF0223.an estimated accuracy of +/- 6 seconds.
 CF0223
 CF0223.The orthometric height was determined by differential leveling
 CF0223.and adjusted by the National Geodetic Survey in June 1991..
 CF0223
 CF0223.The geoid height was determined by GEOID03.
 CF0223
 CF0223.The dynamic height is computed by dividing the NAVD 88
 CF0223.geopotential number by the normal gravity value computed on the
 CF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0223.degrees latitude (g = 980.6199 gals.).
 CF0223
 CF0223.The modeled gravity was interpolated from observed gravity values.
 CF0223
 CF0223;                    North         East    Units  Estimated Accuracy
 CF0223;SPC AZ E     -    80,230.      258,930.      MT  (+/- 180 meters Scaled)
 CF0223
 CF0223                          SUPERSEDED SURVEY CONTROL
 CF0223
 CF0223.No superseded survey control is available for this station.
 CF0223
 CF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA245104(NAD 83)
 CF0223_MARKER: DB = BENCH MARK DISK
 CF0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0223_SP_SET: STAINLESS STEEL ROD
 CF0223_STAMPING: B 421 1980
 CF0223_PROJECTION: FLUSH
 CF0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0223_ROD/PIPE-DEPTH: 4.5  meters
 CF0223
 CF0223  HISTORY     - Date     Condition        Report By
 CF0223  HISTORY     - 1980     MONUMENTED       NGS
 CF0223
 CF0223                          STATION DESCRIPTION
 CF0223
 CF0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0223'4.4 KM NORTH FROM ELFRIDA.
 CF0223'4.4 KILOMETERS (2.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0223'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) NORTH
 CF0223'OF THOMPSON ROAD, 15.6 (51 FEET) EAST OF THE CENTERLINE OF
 CF0223'THE HIGHWAY, 44.5 METERS (146 FEET) NORTH OF A POWER POLE,
 CF0223'44.5 METERS (146 FEET) SOUTH OF A POWER POLE, 10.0 METERS
 CF0223'(32.95 FEET) EAST OF MILEPOST 27, 0.3 METER (1 FOOT) WEST
 CF0223'OF THE RIGHT-OF-WAY FENCE.
 CF0223'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0223'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1227 ***********************************************************************
 DV1227  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1227  DESIGNATION -  B 422
 DV1227  PID         -  DV1227
 DV1227  STATE/COUNTY-  AZ/PINAL
 DV1227  USGS QUAD   -  MARICOPA (1978)
 DV1227
 DV1227                         *CURRENT SURVEY CONTROL
 DV1227  ___________________________________________________________________
 DV1227* NAD 83(1992)-  33 03 18.64594(N)    112 02 48.27381(W)     ADJUSTED  
 DV1227* NAVD 88     -       357.68   (meters)    1173.5    (feet)  GPS OBS   
 DV1227  ___________________________________________________________________
 DV1227  X           -  -2,008,722.012 (meters)                     COMP
 DV1227  Y           -  -4,960,107.191 (meters)                     COMP
 DV1227  Z           -   3,459,267.927 (meters)                     COMP
 DV1227  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DV1227  ELLIP HEIGHT-         327.26  (meters)          (09/30/99) GPS OBS
 DV1227  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV1227  OBS GRAVITY -     979,416.0   (mgal)                       GRAV_OBS
 DV1227
 DV1227  HORZ ORDER  -  A
 DV1227  ELLP ORDER  -  THIRD     CLASS I
 DV1227
 DV1227.The horizontal coordinates were established by GPS observations
 DV1227.and adjusted by the National Geodetic Survey in September 1999..
 DV1227
 DV1227.The orthometric height was determined by GPS observations and a
 DV1227.high-resolution geoid model using precise GPS observation and
 DV1227.processing techniques. It supersedes the leveled height previously
 DV1227.determined for this station.
 DV1227
 DV1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1227
 DV1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1227
 DV1227.The ellipsoidal height was determined by GPS observations
 DV1227.and is referenced to NAD 83.
 DV1227
 DV1227.The geoid height was determined by GEOID03.
 DV1227.The observed gravity was obtained from relative gravimeter ties
 DV1227.to the IGSN71 gravity network.
 DV1227
 DV1227;                    North         East     Units Scale Factor Converg.
 DV1227;SPC AZ C     -   227,878.123   201,212.757   MT  0.99990182   -0 04 15.4
 DV1227;SPC AZ C     -   747,631.64    660,146.84   iFT  0.99990182   -0 04 15.4
 DV1227;UTM  12      - 3,657,891.100   402,276.348   MT  0.99971775   -0 34 15.6
 DV1227
 DV1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1227!SPC AZ C     -   0.99994862  x   0.99990182  =   0.99985045
 DV1227!UTM  12      -   0.99994862  x   0.99971775  =   0.99966639
 DV1227
 DV1227                          SUPERSEDED SURVEY CONTROL
 DV1227
 DV1227  NAVD 88 (06/15/91)  357.765  (m)         1173.77   (f) ADJUSTED    1 2
 DV1227
 DV1227.Superseded values are not recommended for survey control.
 DV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1227.See file dsdata.txt to determine how the superseded data were derived.
 DV1227
 DV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0227657891(NAD 83)
 DV1227_MARKER: I = METAL ROD
 DV1227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1227_STAMPING: B 422 1980
 DV1227_MARK LOGO: NGS   
 DV1227_PROJECTION: FLUSH
 DV1227_MAGNETIC: I = MARKER IS A STEEL ROD
 DV1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1227+STABILITY: POSITION/ELEVATION WELL
 DV1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1227+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DV1227_ROD/PIPE-DEPTH: 15.2 meters
 DV1227_SLEEVE-DEPTH  :  8.5 meters
 DV1227
 DV1227  HISTORY     - Date     Condition        Report By
 DV1227  HISTORY     - 1980     MONUMENTED       NGS
 DV1227  HISTORY     - 19990201 GOOD             AZ-013
 DV1227  HISTORY     - 20000401 GOOD             MCDOT
 DV1227  HISTORY     - 20050329 GOOD             EVANS
 DV1227
 DV1227                          STATION DESCRIPTION
 DV1227
 DV1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1227'IN MARICOPA.
 DV1227'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DV1227'FROM THE MARICOPA RAILROAD CROSSING, IN LINE WITH A ROW OF TELEGRAPH
 DV1227'POLES, 18.2 METERS (60 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 33.4
 DV1227'METERS (109 FEET) NORTHWEST OF A TELEGRAPH POLE, 24 METERS (79 FEET)
 DV1227'SOUTHEAST OF A TELEGRAPH POLE AND 11.5 METERS (38 FEET) NORTHEAST OF
 DV1227'A CYCLONE FENCE. THE MARK IS SET BETWEEN TWO METAL WITNESS POSTS.
 DV1227'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1227'THE MARK IS 0.9 M BELOW TRACKS.
 DV1227
 DV1227                          STATION RECOVERY (1999)
 DV1227
 DV1227'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999 (BD)
 DV1227'RECOVERED AS DESCRIBED.
 DV1227
 DV1227                          STATION RECOVERY (2000)
 DV1227
 DV1227'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1227'RECOVERED AS DESCRIBED.
 DV1227
 DV1227                          STATION RECOVERY (2005)
 DV1227
 DV1227'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV1227'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0879 ***********************************************************************
 CG0879  DESIGNATION -  B 423
 CG0879  PID         -  CG0879
 CG0879  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0879  USGS QUAD   -  TUBAC (1981)
 CG0879
 CG0879                         *CURRENT SURVEY CONTROL
 CG0879  ___________________________________________________________________
 CG0879* NAD 83(1986)-  31 31 40.     (N)    111 01 27.     (W)     SCALED    
 CG0879* NAVD 88     -      1022.151  (meters)    3353.51   (feet)  ADJUSTED  
 CG0879  ___________________________________________________________________
 CG0879  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0879  DYNAMIC HT  -        1020.600 (meters)    3348.42  (feet)  COMP
 CG0879  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 CG0879
 CG0879  VERT ORDER  -  FIRST     CLASS II
 CG0879
 CG0879.The horizontal coordinates were scaled from a topographic map and have
 CG0879.an estimated accuracy of +/- 6 seconds.
 CG0879
 CG0879.The orthometric height was determined by differential leveling
 CG0879.and adjusted by the National Geodetic Survey in June 1991..
 CG0879
 CG0879.The geoid height was determined by GEOID03.
 CG0879
 CG0879.The dynamic height is computed by dividing the NAVD 88
 CG0879.geopotential number by the normal gravity value computed on the
 CG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0879.degrees latitude (g = 980.6199 gals.).
 CG0879
 CG0879.The modeled gravity was interpolated from observed gravity values.
 CG0879
 CG0879;                    North         East    Units  Estimated Accuracy
 CG0879;SPC AZ C     -    58,860.      298,120.      MT  (+/- 180 meters Scaled)
 CG0879
 CG0879                          SUPERSEDED SURVEY CONTROL
 CG0879
 CG0879.No superseded survey control is available for this station.
 CG0879
 CG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV977880(NAD 83)
 CG0879_MARKER: DB = BENCH MARK DISK
 CG0879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0879_SP_SET: OVERPASS PIER
 CG0879_STAMPING: B 423 1980
 CG0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0879
 CG0879  HISTORY     - Date     Condition        Report By
 CG0879  HISTORY     - 1980     MONUMENTED       NGS
 CG0879  HISTORY     - 19981006 GOOD             USPSQD
 CG0879
 CG0879                          STATION DESCRIPTION
 CG0879
 CG0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0879'5.3 KM SE FROM TUMACACORI.
 CG0879'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG INTERSTATE HIGHWAY 19 FROM THE
 CG0879'OLD MISSION AT TUMACACORI, AT PALO PARADO OVERPASS, SET VERTICALLY IN
 CG0879'THE NORTHEAST FACE OF THE SOUTHEASTERN OF TWO PIERS BETWEEN THE
 CG0879'TRAFFIC LANES, 1.4 METERS (4.5 FEET) ABOVE THE GROUND.
 CG0879'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 CG0879
 CG0879                          STATION RECOVERY (1998)
 CG0879
 CG0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1431 ***********************************************************************
 CZ1431  DESIGNATION -  B 424
 CZ1431  PID         -  CZ1431
 CZ1431  STATE/COUNTY-  AZ/PIMA
 CZ1431  USGS QUAD   -  MARANA (1992)
 CZ1431
 CZ1431                         *CURRENT SURVEY CONTROL
 CZ1431  ___________________________________________________________________
 CZ1431* NAD 83(1986)-  32 23 59.     (N)    111 08 31.     (W)     SCALED    
 CZ1431* NAVD 88     -       631.955  (meters)    2073.34   (feet)  ADJUSTED  
 CZ1431  ___________________________________________________________________
 CZ1431  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1431  DYNAMIC HT  -         631.117 (meters)    2070.59  (feet)  COMP
 CZ1431  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CZ1431
 CZ1431  VERT ORDER  -  FIRST     CLASS II
 CZ1431
 CZ1431.The horizontal coordinates were scaled from a topographic map and have
 CZ1431.an estimated accuracy of +/- 6 seconds.
 CZ1431
 CZ1431.The orthometric height was determined by differential leveling
 CZ1431.and adjusted by the National Geodetic Survey in June 1991..
 CZ1431
 CZ1431.The geoid height was determined by GEOID03.
 CZ1431
 CZ1431.The dynamic height is computed by dividing the NAVD 88
 CZ1431.geopotential number by the normal gravity value computed on the
 CZ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1431.degrees latitude (g = 980.6199 gals.).
 CZ1431
 CZ1431.The modeled gravity was interpolated from observed gravity values.
 CZ1431
 CZ1431;                    North         East    Units  Estimated Accuracy
 CZ1431;SPC AZ C     -   155,450.      286,240.      MT  (+/- 180 meters Scaled)
 CZ1431
 CZ1431                          SUPERSEDED SURVEY CONTROL
 CZ1431
 CZ1431.No superseded survey control is available for this station.
 CZ1431
 CZ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866847(NAD 83)
 CZ1431_MARKER: DB = BENCH MARK DISK
 CZ1431_SETTING: 80 = SET IN A BOULDER
 CZ1431_SP_SET: BOULDER
 CZ1431_STAMPING: B 424 1980
 CZ1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1431+STABILITY: SURFACE MOTION
 CZ1431
 CZ1431  HISTORY     - Date     Condition        Report By
 CZ1431  HISTORY     - 1980     MONUMENTED       NGS
 CZ1431
 CZ1431                          STATION DESCRIPTION
 CZ1431
 CZ1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1431'27.7 KM NW FROM TUCSON.
 CZ1431'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1431'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1
 CZ1431'MILES) WEST ALONG AVRA VALLEY ROAD, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1431'SOUTHEAST ALONG A PRIVATE HAUL ROAD, SET IN TOP OF A SMALL ROCK
 CZ1431'LEDGE ON THE NORTH SIDE OF THE MOUNTAIN AT A SHARP CURVE IN THE
 CZ1431'ROAD AND AT THE SOUTHEAST END OF THE CUT BANK FOR THE ROAD, 9.7 METERS
 CZ1431'(31.8 FEET) SOUTH OF THE CENTERLINE OF THE ROAD AND 6.9 METERS
 CZ1431'(22.6 FEET) NORTH OF AND 4 METERS BELOW THE EAST BOTTOM ANCHOR IN THE
 CZ1431'NORTH FACE OF THE LAVA ROCK.
 CZ1431'THE MARK IS 2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0424 ***********************************************************************
 DT0424  DESIGNATION -  B 43
 DT0424  PID         -  DT0424
 DT0424  STATE/COUNTY-  AZ/NAVAJO
 DT0424  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0424
 DT0424                         *CURRENT SURVEY CONTROL
 DT0424  ___________________________________________________________________
 DT0424* NAD 83(1986)-  33 58 26.     (N)    109 55 11.     (W)     SCALED    
 DT0424* NAVD 88     -      1820.841  (meters)    5973.88   (feet)  ADJUSTED  
 DT0424  ___________________________________________________________________
 DT0424  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 DT0424  DYNAMIC HT  -        1818.129 (meters)    5964.98  (feet)  COMP
 DT0424  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 DT0424
 DT0424  VERT ORDER  -  FIRST     CLASS II
 DT0424
 DT0424.The horizontal coordinates were scaled from a topographic map and have
 DT0424.an estimated accuracy of +/- 6 seconds.
 DT0424
 DT0424.The orthometric height was determined by differential leveling
 DT0424.and adjusted by the National Geodetic Survey in June 1991..
 DT0424
 DT0424.The geoid height was determined by GEOID03.
 DT0424
 DT0424.The dynamic height is computed by dividing the NAVD 88
 DT0424.geopotential number by the normal gravity value computed on the
 DT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0424.degrees latitude (g = 980.6199 gals.).
 DT0424
 DT0424.The modeled gravity was interpolated from observed gravity values.
 DT0424
 DT0424;                    North         East    Units  Estimated Accuracy
 DT0424;SPC AZ E     -   329,790.      236,180.      MT  (+/- 180 meters Scaled)
 DT0424
 DT0424                          SUPERSEDED SURVEY CONTROL
 DT0424
 DT0424  NGVD 29 (??/??/92) 1820.019  (m)         5971.18   (f) ADJ UNCH    1 2
 DT0424
 DT0424.Superseded values are not recommended for survey control.
 DT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0424.See file dsdata.txt to determine how the superseded data were derived.
 DT0424
 DT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC997597(NAD 83)
 DT0424_MARKER: DB = BENCH MARK DISK
 DT0424_SETTING: 80 = SET IN A BOULDER
 DT0424_SP_SET: BOULDER
 DT0424_STAMPING: B 43 1934
 DT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0424+STABILITY: SURFACE MOTION
 DT0424
 DT0424  HISTORY     - Date     Condition        Report By
 DT0424  HISTORY     - 1934     MONUMENTED       CGS
 DT0424  HISTORY     - 1979     GOOD             NGS
 DT0424
 DT0424                          STATION DESCRIPTION
 DT0424
 DT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0424'9.9 MI N FROM WHITERIVER.
 DT0424'9.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0424'33 FEET EAST OF THE PARAPET WALL OF A BRIDGE, 47 FEET EAST OF THE
 DT0424'CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF A POLE, 30 FEET NORTH OF
 DT0424'THE EDGE OF A WASH, AND IN THE TOP OF A LARGE BOULDER. A STANDARD
 DT0424'DISK, STAMPED B 43 1934.
 DT0424
 DT0424                          STATION RECOVERY (1979)
 DT0424
 DT0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0424'DELETE=40 FEET SOUTH OF A POLE.  ADD=159 FEET SOUTH OF UTILITY POLE
 DT0424'NUMBER 6.
 DT0424'THE MARK IS 1.1 FT  SW FROM A WITNESS POST.
 DT0424'THE MARK IS 8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1803 ***********************************************************************
 DV1803  DESIGNATION -  B 43 A
 DV1803  PID         -  DV1803
 DV1803  STATE/COUNTY-  AZ/MARICOPA
 DV1803  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1803
 DV1803                         *CURRENT SURVEY CONTROL
 DV1803  ___________________________________________________________________
 DV1803* NAD 83(1986)-  33 40 08.     (N)    112 09 08.     (W)     SCALED    
 DV1803* NAVD 88     -       406.808  (meters)    1334.67   (feet)  ADJUSTED  
 DV1803  ___________________________________________________________________
 DV1803  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV1803  DYNAMIC HT  -         406.335 (meters)    1333.12  (feet)  COMP
 DV1803  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 DV1803
 DV1803  VERT ORDER  -  SECOND    CLASS I
 DV1803
 DV1803.The horizontal coordinates were scaled from a topographic map and have
 DV1803.an estimated accuracy of +/- 6 seconds.
 DV1803
 DV1803.The orthometric height was determined by differential leveling
 DV1803.and adjusted by the National Geodetic Survey in November 1993..
 DV1803
 DV1803.The geoid height was determined by GEOID03.
 DV1803
 DV1803.The dynamic height is computed by dividing the NAVD 88
 DV1803.geopotential number by the normal gravity value computed on the
 DV1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1803.degrees latitude (g = 980.6199 gals.).
 DV1803
 DV1803.The modeled gravity was interpolated from observed gravity values.
 DV1803
 DV1803;                    North         East    Units  Estimated Accuracy
 DV1803;SPC AZ C     -   295,960.      191,520.      MT  (+/- 180 meters Scaled)
 DV1803
 DV1803                          SUPERSEDED SURVEY CONTROL
 DV1803
 DV1803.No superseded survey control is available for this station.
 DV1803
 DV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931260(NAD 83)
 DV1803_MARKER: I = METAL ROD
 DV1803_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1803+WITH SETTING: INFORMATION.
 DV1803_SP_SET: 1/2-INCH REBAR
 DV1803_MARK LOGO: AZDT  
 DV1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1803
 DV1803  HISTORY     - Date     Condition        Report By
 DV1803  HISTORY     - 1984     MONUMENTED       AZDT
 DV1803
 DV1803                          STATION DESCRIPTION
 DV1803
 DV1803'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1803'IN PHOENIX.
 DV1803'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1803'TRAVEL WEST ALONG BEARDSLY ROAD FOR 3.62 KM (2.25 MI) TO 43RD AVENUE
 DV1803'AND THE MARK ON THE LEFT, 13.17 METERS (43.2 FT) SOUTH OF THE
 DV1803'CENTERLINE OF BEARDSLY ROAD, 5.79 METERS (19.0 FT) SOUTHWEST OF A STOP
 DV1803'SIGN, 27.8 METERS (91.2 FT) SOUTHEAST OF POWER POLE ON NORTH
 DV1803'RIGHT-OF-WAY, AND A 1/2-INCH REBAR IN ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1470 ***********************************************************************
 CZ1470  DESIGNATION -  B 430
 CZ1470  PID         -  CZ1470
 CZ1470  STATE/COUNTY-  AZ/PIMA
 CZ1470  USGS QUAD   -  TUCSON (1992)
 CZ1470
 CZ1470                         *CURRENT SURVEY CONTROL
 CZ1470  ___________________________________________________________________
 CZ1470* NAD 83(1986)-  32 12 03.     (N)    110 55 53.     (W)     SCALED    
 CZ1470* NAVD 88     -       757.595  (meters)    2485.54   (feet)  ADJUSTED  
 CZ1470  ___________________________________________________________________
 CZ1470  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ1470  DYNAMIC HT  -         756.547 (meters)    2482.10  (feet)  COMP
 CZ1470  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 CZ1470
 CZ1470  VERT ORDER  -  FIRST     CLASS II
 CZ1470
 CZ1470.The horizontal coordinates were scaled from a topographic map and have
 CZ1470.an estimated accuracy of +/- 6 seconds.
 CZ1470
 CZ1470.The orthometric height was determined by differential leveling
 CZ1470.and adjusted by the National Geodetic Survey in June 1991..
 CZ1470
 CZ1470.The geoid height was determined by GEOID03.
 CZ1470
 CZ1470.The dynamic height is computed by dividing the NAVD 88
 CZ1470.geopotential number by the normal gravity value computed on the
 CZ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1470.degrees latitude (g = 980.6199 gals.).
 CZ1470
 CZ1470.The modeled gravity was interpolated from observed gravity values.
 CZ1470
 CZ1470;                    North         East    Units  Estimated Accuracy
 CZ1470;SPC AZ C     -   133,560.      306,250.      MT  (+/- 180 meters Scaled)
 CZ1470
 CZ1470                          SUPERSEDED SURVEY CONTROL
 CZ1470
 CZ1470.No superseded survey control is available for this station.
 CZ1470
 CZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA064626(NAD 83)
 CZ1470_MARKER: I = METAL ROD
 CZ1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1470_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1470_STAMPING: B 430 1979
 CZ1470_PROJECTION: RECESSED 5 CENTIMETERS
 CZ1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1470+STABILITY: POSITION/ELEVATION WELL
 CZ1470_ROD/PIPE-DEPTH: 10.7 meters
 CZ1470_SLEEVE-DEPTH  : 8.53 meters
 CZ1470
 CZ1470  HISTORY     - Date     Condition        Report By
 CZ1470  HISTORY     - 1979     MONUMENTED       NGS
 CZ1470
 CZ1470                          STATION DESCRIPTION
 CZ1470
 CZ1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1470'2.7 MI SE FROM TUCSON.
 CZ1470'2.75 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1470'RAILROAD STATION IN TUCSON, SET IN THE SOUTHEAST END OF A CITY PARK
 CZ1470'AT THE JUNCTION OF BRISTOL AVENUE AND AVIATION HIGHWAY, 114.6 FEET
 CZ1470'NORTHWEST OF THE CENTERLINE OF BRISTOL AVENUE, 55.7 FEET NORTHEAST OF
 CZ1470'THE CENTERLINE OF THE HIGHWAY, 33.8 FEET SOUTHWEST OF LAMP POLE 3
 CZ1470'(A CONCRETE LAMP POLE), 11.8 FEET WEST OF A 6-INCH TREE AND 7.5 FEET
 CZ1470'SOUTH OF THE SOUTHEAST END OF A CYCLONE FENCE.
 CZ1470'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1154 ***********************************************************************
 DU1154  DESIGNATION -  B 431
 DU1154  PID         -  DU1154
 DU1154  STATE/COUNTY-  AZ/GILA
 DU1154  USGS QUAD   -  CUTTER (1979)
 DU1154
 DU1154                         *CURRENT SURVEY CONTROL
 DU1154  ___________________________________________________________________
 DU1154* NAD 83(1986)-  33 21 15.     (N)    110 39 57.     (W)     SCALED    
 DU1154* NAVD 88     -       977.331  (meters)    3206.46   (feet)  ADJUSTED  
 DU1154  ___________________________________________________________________
 DU1154  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1154  DYNAMIC HT  -         976.012 (meters)    3202.13  (feet)  COMP
 DU1154  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DU1154
 DU1154  VERT ORDER  -  FIRST     CLASS II
 DU1154
 DU1154.The horizontal coordinates were scaled from a topographic map and have
 DU1154.an estimated accuracy of +/- 6 seconds.
 DU1154
 DU1154.The orthometric height was determined by differential leveling
 DU1154.and adjusted by the National Geodetic Survey in June 1991..
 DU1154
 DU1154.The geoid height was determined by GEOID03.
 DU1154
 DU1154.The dynamic height is computed by dividing the NAVD 88
 DU1154.geopotential number by the normal gravity value computed on the
 DU1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1154.degrees latitude (g = 980.6199 gals.).
 DU1154
 DU1154.The modeled gravity was interpolated from observed gravity values.
 DU1154
 DU1154;                    North         East    Units  Estimated Accuracy
 DU1154;SPC AZ E     -   261,140.      166,900.      MT  (+/- 180 meters Scaled)
 DU1154
 DU1154                          SUPERSEDED SURVEY CONTROL
 DU1154
 DU1154.No superseded survey control is available for this station.
 DU1154
 DU1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB310906(NAD 83)
 DU1154_MARKER: I = METAL ROD
 DU1154_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1154_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1154_STAMPING: B 431 1979
 DU1154_PROJECTION: FLUSH
 DU1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1154+STABILITY: POSITION/ELEVATION WELL
 DU1154_ROD/PIPE-DEPTH: 10.6 meters
 DU1154_SLEEVE-DEPTH  : 7.5 meters
 DU1154
 DU1154  HISTORY     - Date     Condition        Report By
 DU1154  HISTORY     - 1979     MONUMENTED       NGS
 DU1154
 DU1154                          STATION DESCRIPTION
 DU1154
 DU1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1154'10.9 KM SE FROM GLOBE.
 DU1154'10.9 KILOMETERS (6.8 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1154'NEW COUNTY COURTHOUSE IN GLOBE, SET ON THE PROPERTY OF THE GLOBE
 DU1154'MUNICIPAL AIRPORT, AT THE WIND SOCK, 0.1 KILOMETER (0.05 MILE) WEST
 DU1154'OF THE AIRPORT BUILDINGS, 69.6 METERS (229 FEET) SOUTH OF THE SOUTH
 DU1154'RIGHT-OF-WAY FENCE AND 2.1 METERS (7 FEET) NORTHEAST OF THE WIND
 DU1154'SOCK.
 DU1154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0875 ***********************************************************************
 CG0875  DESIGNATION -  B 432
 CG0875  PID         -  CG0875
 CG0875  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0875  USGS QUAD   -  TUBAC (1981)
 CG0875
 CG0875                         *CURRENT SURVEY CONTROL
 CG0875  ___________________________________________________________________
 CG0875* NAD 83(1986)-  31 34 04.     (N)    111 03 04.     (W)     SCALED    
 CG0875* NAVD 88     -       997.196  (meters)    3271.63   (feet)  ADJUSTED  
 CG0875  ___________________________________________________________________
 CG0875  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0875  DYNAMIC HT  -         995.692 (meters)    3266.70  (feet)  COMP
 CG0875  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 CG0875
 CG0875  VERT ORDER  -  FIRST     CLASS II
 CG0875
 CG0875.The horizontal coordinates were scaled from a topographic map and have
 CG0875.an estimated accuracy of +/- 6 seconds.
 CG0875
 CG0875.The orthometric height was determined by differential leveling
 CG0875.and adjusted by the National Geodetic Survey in June 1991..
 CG0875
 CG0875.The geoid height was determined by GEOID03.
 CG0875
 CG0875.The dynamic height is computed by dividing the NAVD 88
 CG0875.geopotential number by the normal gravity value computed on the
 CG0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0875.degrees latitude (g = 980.6199 gals.).
 CG0875
 CG0875.The modeled gravity was interpolated from observed gravity values.
 CG0875
 CG0875;                    North         East    Units  Estimated Accuracy
 CG0875;SPC AZ C     -    63,270.      295,520.      MT  (+/- 180 meters Scaled)
 CG0875
 CG0875                          SUPERSEDED SURVEY CONTROL
 CG0875
 CG0875.No superseded survey control is available for this station.
 CG0875
 CG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV951925(NAD 83)
 CG0875_MARKER: I = METAL ROD
 CG0875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0875_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0875_STAMPING: B 432 1980
 CG0875_PROJECTION: FLUSH
 CG0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0875+STABILITY: POSITION/ELEVATION WELL
 CG0875_ROD/PIPE-DEPTH: 9.1  meters
 CG0875_SLEEVE-DEPTH  : 8.5 meters
 CG0875
 CG0875  HISTORY     - Date     Condition        Report By
 CG0875  HISTORY     - 1980     MONUMENTED       NGS
 CG0875  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0875
 CG0875                          STATION DESCRIPTION
 CG0875
 CG0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0875'IN TUMACACORI.
 CG0875'IN TUMACACORI, 0.3 KILOMETER (0.2 MILE) SOUTH OF THE POST OFFICE, AT
 CG0875'THE SOUTH END OF THE ADOBE WALL DIVIDING THE OLD HIGHWAY FROM THE
 CG0875'PARKING AREA AT TUMACACORI NATIONAL MONUMENT (OLD MISSION), 8.8
 CG0875'METERS (29 FEET) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 33.4
 CG0875'METERS (111 FEET) WEST OF THE MAIN ENTRANCE, 17.2 METERS (56 FEET)
 CG0875'NORTH OF THE SOUTH END OF AN ISLAND, 6.6 METERS (21.5 FEET) WEST OF
 CG0875'THE WEST CURB OF THE PARKING AREA AND 1.2 METERS (4 FEET) WEST-
 CG0875'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH END WALL.
 CG0875'THE MARK IS ABOVE LEVEL WITH THE HIGHHWAY.
 CG0875
 CG0875                          STATION RECOVERY (1998)
 CG0875
 CG0875'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0681 ***********************************************************************
 CY0681  DESIGNATION -  B 436
 CY0681  PID         -  CY0681
 CY0681  STATE/COUNTY-  AZ/COCHISE
 CY0681  USGS QUAD   -  MONK DRAW (1979)
 CY0681
 CY0681                         *CURRENT SURVEY CONTROL
 CY0681  ___________________________________________________________________
 CY0681* NAD 83(1986)-  32 22 49.     (N)    109 39 06.     (W)     SCALED    
 CY0681* NAVD 88     -      1280.945  (meters)    4202.57   (feet)  ADJUSTED  
 CY0681  ___________________________________________________________________
 CY0681  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0681  DYNAMIC HT  -        1279.044 (meters)    4196.33  (feet)  COMP
 CY0681  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 CY0681
 CY0681  VERT ORDER  -  FIRST     CLASS II
 CY0681
 CY0681.The horizontal coordinates were scaled from a topographic map and have
 CY0681.an estimated accuracy of +/- 6 seconds.
 CY0681
 CY0681.The orthometric height was determined by differential leveling
 CY0681.and adjusted by the National Geodetic Survey in June 1991..
 CY0681
 CY0681.The geoid height was determined by GEOID03.
 CY0681
 CY0681.The dynamic height is computed by dividing the NAVD 88
 CY0681.geopotential number by the normal gravity value computed on the
 CY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0681.degrees latitude (g = 980.6199 gals.).
 CY0681
 CY0681.The modeled gravity was interpolated from observed gravity values.
 CY0681
 CY0681;                    North         East    Units  Estimated Accuracy
 CY0681;SPC AZ E     -   153,150.      261,820.      MT  (+/- 180 meters Scaled)
 CY0681
 CY0681                          SUPERSEDED SURVEY CONTROL
 CY0681
 CY0681.No superseded survey control is available for this station.
 CY0681
 CY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA268833(NAD 83)
 CY0681_MARKER: DB = BENCH MARK DISK
 CY0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0681_SP_SET: STAINLESS STEEL ROD
 CY0681_STAMPING: B 436 1979
 CY0681_PROJECTION: FLUSH
 CY0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0681_ROD/PIPE-DEPTH: 4.57 meters
 CY0681
 CY0681  HISTORY     - Date     Condition        Report By
 CY0681  HISTORY     - 1979     MONUMENTED       NGS
 CY0681
 CY0681                          STATION DESCRIPTION
 CY0681
 CY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0681'32.0 MI SOUTH FROM SAFFORD.
 CY0681'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0681'HIGHWAY 70 IN SAFFORD, THENCE 1.1 MILES SOUTHEAST ALONG THE SOUTHEAST
 CY0681'FORK OF HIGHWAY 666 LEADING TO INTERSTATE HIGHWAY 10 EAST, 99 FEET
 CY0681'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 91 FEET SOUTHWEST OF
 CY0681'MILE POST 89 ON THE SOUTHWEST SIDE OF THE HIGHWAY AND 1.5 FEET
 CY0681'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0681'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0681'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0720 ***********************************************************************
 CY0720  DESIGNATION -  B 437
 CY0720  PID         -  CY0720
 CY0720  STATE/COUNTY-  AZ/GRAHAM
 CY0720  USGS QUAD   -  SAFFORD (1985)
 CY0720
 CY0720                         *CURRENT SURVEY CONTROL
 CY0720  ___________________________________________________________________
 CY0720* NAD 83(1986)-  32 47 24.     (N)    109 42 28.     (W)     SCALED    
 CY0720* NAVD 88     -       929.682  (meters)    3050.13   (feet)  ADJUSTED  
 CY0720  ___________________________________________________________________
 CY0720  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0720  DYNAMIC HT  -         928.371 (meters)    3045.83  (feet)  COMP
 CY0720  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 CY0720
 CY0720  VERT ORDER  -  FIRST     CLASS II
 CY0720
 CY0720.The horizontal coordinates were scaled from a topographic map and have
 CY0720.an estimated accuracy of +/- 6 seconds.
 CY0720
 CY0720.The orthometric height was determined by differential leveling
 CY0720.and adjusted by the National Geodetic Survey in June 1991..
 CY0720
 CY0720.The geoid height was determined by GEOID03.
 CY0720
 CY0720.The dynamic height is computed by dividing the NAVD 88
 CY0720.geopotential number by the normal gravity value computed on the
 CY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0720.degrees latitude (g = 980.6199 gals.).
 CY0720
 CY0720.The modeled gravity was interpolated from observed gravity values.
 CY0720
 CY0720;                    North         East    Units  Estimated Accuracy
 CY0720;SPC AZ E     -   198,560.      256,340.      MT  (+/- 180 meters Scaled)
 CY0720
 CY0720                          SUPERSEDED SURVEY CONTROL
 CY0720
 CY0720.No superseded survey control is available for this station.
 CY0720
 CY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210287(NAD 83)
 CY0720_MARKER: DB = BENCH MARK DISK
 CY0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0720_SP_SET: STAINLESS STEEL ROD
 CY0720_STAMPING: B 437 1979
 CY0720_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0720_ROD/PIPE-DEPTH: 2.13 meters
 CY0720
 CY0720  HISTORY     - Date     Condition        Report By
 CY0720  HISTORY     - 1979     MONUMENTED       NGS
 CY0720
 CY0720                          STATION DESCRIPTION
 CY0720
 CY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0720'3.0 MI SOUTH FROM SAFFORD.
 CY0720'3.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0720'HIGHWAY 70 IN SAFFORD, 50.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CY0720'HIGHWAY, 245 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE TO GRAHAM
 CY0720'COUNTY FAIRGROUNDS, 116 FEET NORTHEAST OF MILE POST 118 ON THE EAST
 CY0720'SIDE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WEST SUPPORT POST FOR
 CY0720'A BILLBOARD.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0720'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0720'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1131 ***********************************************************************
 DU1131  DESIGNATION -  B 438
 DU1131  PID         -  DU1131
 DU1131  STATE/COUNTY-  AZ/GRAHAM
 DU1131  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1131
 DU1131                         *CURRENT SURVEY CONTROL
 DU1131  ___________________________________________________________________
 DU1131* NAD 83(1992)-  33 16 31.96831(N)    110 19 41.46397(W)     ADJUSTED  
 DU1131* NAVD 88     -       904.714  (meters)    2968.22   (feet)  ADJUSTED  
 DU1131  ___________________________________________________________________
 DU1131  X           -  -1,854,579.670 (meters)                     COMP
 DU1131  Y           -  -5,006,010.981 (meters)                     COMP
 DU1131  Z           -   3,480,029.845 (meters)                     COMP
 DU1131  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1131  ELLIP HEIGHT-         877.62  (meters)          (03/01/04) GPS OBS
 DU1131  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1131  DYNAMIC HT  -         903.493 (meters)    2964.21  (feet)  COMP
 DU1131  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 DU1131
 DU1131  HORZ ORDER  -  A
 DU1131  VERT ORDER  -  FIRST     CLASS II
 DU1131  ELLP ORDER  -  FOURTH    CLASS I
 DU1131
 DU1131.The horizontal coordinates were established by GPS observations
 DU1131.and adjusted by the National Geodetic Survey in March 2004..
 DU1131
 DU1131.The orthometric height was determined by differential leveling
 DU1131.and adjusted by the National Geodetic Survey in June 1991..
 DU1131
 DU1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1131
 DU1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1131
 DU1131.The ellipsoidal height was determined by GPS observations
 DU1131.and is referenced to NAD 83.
 DU1131
 DU1131.The geoid height was determined by GEOID03.
 DU1131
 DU1131.The dynamic height is computed by dividing the NAVD 88
 DU1131.geopotential number by the normal gravity value computed on the
 DU1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1131.degrees latitude (g = 980.6199 gals.).
 DU1131
 DU1131.The modeled gravity was interpolated from observed gravity values.
 DU1131
 DU1131;                    North         East     Units Scale Factor Converg.
 DU1131;SPC AZ E     -   252,320.161   198,314.236   MT  0.99990279   -0 05 19.0
 DU1131;SPC AZ E     -   827,822.05    650,637.26   iFT  0.99990279   -0 05 19.0
 DU1131;UTM  12      - 3,682,036.009   562,562.983   MT  0.99964826   +0 22 07.0
 DU1131
 DU1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1131!SPC AZ E     -   0.99986224  x   0.99990279  =   0.99976504
 DU1131!UTM  12      -   0.99986224  x   0.99964826  =   0.99951054
 DU1131
 DU1131                          SUPERSEDED SURVEY CONTROL
 DU1131
 DU1131  NAVD 88 (03/01/04)  904.71   (m)         2968.2    (f) LEVELING    3  
 DU1131
 DU1131.Superseded values are not recommended for survey control.
 DU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1131.See file dsdata.txt to determine how the superseded data were derived.
 DU1131
 DU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6256382036(NAD 83)
 DU1131_MARKER: DB = BENCH MARK DISK
 DU1131_SETTING: 66 = SET IN ROCK OUTCROP
 DU1131_SP_SET: ROCK OUTCROP
 DU1131_STAMPING: B 438 1979
 DU1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1131+STABILITY: POSITION/ELEVATION WELL
 DU1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1131+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DU1131
 DU1131  HISTORY     - Date     Condition        Report By
 DU1131  HISTORY     - 1979     MONUMENTED       NGS
 DU1131  HISTORY     - 20030407 GOOD             AZ-007
 DU1131  HISTORY     - 20030813 GOOD             AZ-007
 DU1131
 DU1131                          STATION DESCRIPTION
 DU1131
 DU1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1131'27.7 KM NW FROM BYLAS.
 DU1131'27.7 KILOMETERS (17.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1131'THE POST OFFICE IN BYLAS, 8.7 METERS (28.5 FEET) NORTHEAST OF THE
 DU1131'CENTERLINE OF THE HIGHWAY, 32.7 METERS (107 FEET) SOUTHEAST ALONG
 DU1131'THE HIGHWAY FROM THE CENTERLINE OF A 1.2-METER DIAMETER STEEL CULVERT
 DU1131'UNDER THE HIGHWAY, 22 METERS (72 FEET) SOUTHWEST OF THE HIGHWAY
 DU1131'RIGHT-OF-WAY FENCE AND 15.7 METERS (51.5 FEET) SOUTHEAST OF HIGHWAY
 DU1131'MILE POST 279 ON THE NORTHEAST SIDE OF THE HIGHWAY.
 DU1131'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1131
 DU1131                          STATION RECOVERY (2003)
 DU1131
 DU1131'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1131'MARK RECOVERED IN GOOD CONDITION
 DU1131
 DU1131                          STATION RECOVERY (2003)
 DU1131
 DU1131'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1131'NEW STATION DESCRIPTION  (2003)
 DU1131' 
 DU1131'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU1131' 
 DU1131'BEGINNING AT THE INTERSECTION OF US-70 AND SR-170 NEAR PERIDOT, GO 7.5
 DU1131'MILES EAST ON US-70 TO MILEPOST 279.  STATION IS LOCATED 50 FEET EAST
 DU1131'OF MILEPOST SIGN ON THE NORTH SIDE OF THE HIGHWAY.
 DU1131' 
 DU1131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0741 ***********************************************************************
 CY0741  DESIGNATION -  B 439
 CY0741  PID         -  CY0741
 CY0741  STATE/COUNTY-  AZ/GRAHAM
 CY0741  USGS QUAD   -  EDEN (1985)
 CY0741
 CY0741                         *CURRENT SURVEY CONTROL
 CY0741  ___________________________________________________________________
 CY0741* NAD 83(1986)-  32 57 58.     (N)    109 55 20.     (W)     SCALED    
 CY0741* NAVD 88     -       838.829  (meters)    2752.06   (feet)  ADJUSTED  
 CY0741  ___________________________________________________________________
 CY0741  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0741  DYNAMIC HT  -         837.669 (meters)    2748.25  (feet)  COMP
 CY0741  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 CY0741
 CY0741  VERT ORDER  -  FIRST     CLASS II
 CY0741
 CY0741.The horizontal coordinates were scaled from a topographic map and have
 CY0741.an estimated accuracy of +/- 6 seconds.
 CY0741
 CY0741.The orthometric height was determined by differential leveling
 CY0741.and adjusted by the National Geodetic Survey in June 1991..
 CY0741
 CY0741.The geoid height was determined by GEOID03.
 CY0741
 CY0741.The dynamic height is computed by dividing the NAVD 88
 CY0741.geopotential number by the normal gravity value computed on the
 CY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0741.degrees latitude (g = 980.6199 gals.).
 CY0741
 CY0741.The modeled gravity was interpolated from observed gravity values.
 CY0741
 CY0741;                    North         East    Units  Estimated Accuracy
 CY0741;SPC AZ E     -   218,020.      236,210.      MT  (+/- 180 meters Scaled)
 CY0741
 CY0741                          SUPERSEDED SURVEY CONTROL
 CY0741
 CY0741.No superseded survey control is available for this station.
 CY0741
 CY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB007480(NAD 83)
 CY0741_MARKER: DB = BENCH MARK DISK
 CY0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0741_SP_SET: STAINLESS STEEL ROD
 CY0741_STAMPING: B 439 1979
 CY0741_PROJECTION: FLUSH
 CY0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0741_ROD/PIPE-DEPTH: 7.62 meters
 CY0741
 CY0741  HISTORY     - Date     Condition        Report By
 CY0741  HISTORY     - 1979     MONUMENTED       NGS
 CY0741
 CY0741                          STATION DESCRIPTION
 CY0741
 CY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0741'5.4 MI SE FROM FT THOMAS.
 CY0741'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0741'FT. THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 51 FEET NORTHEAST
 CY0741'OF THE CENTERLINE OF THE HIGHWAY, 49.5 FEET NORTH-NORTHEAST OF
 CY0741'HIGHWAY MILE POST 312, 4.5 FEET SOUTHEAST OF A POWER LINE POLE AND 1
 CY0741'FOOT SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0741'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0741'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0015 ***********************************************************************
 DU0015  DESIGNATION -  B 44
 DU0015  PID         -  DU0015
 DU0015  STATE/COUNTY-  AZ/GILA
 DU0015  USGS QUAD   -  FORKS BUTTE (1978)
 DU0015
 DU0015                         *CURRENT SURVEY CONTROL
 DU0015  ___________________________________________________________________
 DU0015* NAD 83(1986)-  33 41 27.     (N)    110 14 22.     (W)     SCALED    
 DU0015* NAVD 88     -      1662.817  (meters)    5455.43   (feet)  ADJUSTED  
 DU0015  ___________________________________________________________________
 DU0015  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DU0015  DYNAMIC HT  -        1660.389 (meters)    5447.46  (feet)  COMP
 DU0015  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 DU0015
 DU0015  VERT ORDER  -  FIRST     CLASS II
 DU0015
 DU0015.The horizontal coordinates were scaled from a topographic map and have
 DU0015.an estimated accuracy of +/- 6 seconds.
 DU0015
 DU0015.The orthometric height was determined by differential leveling
 DU0015.and adjusted by the National Geodetic Survey in June 1991..
 DU0015
 DU0015.The geoid height was determined by GEOID03.
 DU0015
 DU0015.The dynamic height is computed by dividing the NAVD 88
 DU0015.geopotential number by the normal gravity value computed on the
 DU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0015.degrees latitude (g = 980.6199 gals.).
 DU0015
 DU0015.The modeled gravity was interpolated from observed gravity values.
 DU0015
 DU0015;                    North         East    Units  Estimated Accuracy
 DU0015;SPC AZ E     -   298,370.      206,610.      MT  (+/- 180 meters Scaled)
 DU0015
 DU0015                          SUPERSEDED SURVEY CONTROL
 DU0015
 DU0015  NGVD 29 (??/??/92) 1662.110  (m)         5453.11   (f) ADJ UNCH    1 2
 DU0015
 DU0015.Superseded values are not recommended for survey control.
 DU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0015.See file dsdata.txt to determine how the superseded data were derived.
 DU0015
 DU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC704281(NAD 83)
 DU0015_MARKER: DB = BENCH MARK DISK
 DU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0015_STAMPING: B 44 1934
 DU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0015+STABILITY: SURFACE MOTION
 DU0015
 DU0015  HISTORY     - Date     Condition        Report By
 DU0015  HISTORY     - 1934     MONUMENTED       CGS
 DU0015
 DU0015                          STATION DESCRIPTION
 DU0015
 DU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0015'26.6 MI SW FROM WHITERIVER.
 DU0015'IN GILA COUNTY, 26.6 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0015'WHITERIVER, NAVAJO COUNTY, 3.5 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0015'BLACK RIVER, AT THE TOP OF A WINDING GRADE LEADING OUT OF THE BLACK
 DU0015'RIVER VALLEY, 75 FEET EAST OF A SIGN NARROW ROAD, AND 27 FEET
 DU0015'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DU0015'B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0015 ***********************************************************************
 ES0015  DESIGNATION -  B 45
 ES0015  PID         -  ES0015
 ES0015  STATE/COUNTY-  AZ/NAVAJO
 ES0015  USGS QUAD   -  PORTER CANYON (1986)
 ES0015
 ES0015                         *CURRENT SURVEY CONTROL
 ES0015  ___________________________________________________________________
 ES0015* NAD 83(1986)-  34 49 58.     (N)    110 09 14.     (W)     SCALED    
 ES0015* NAVD 88     -      1628.790  (meters)    5343.79   (feet)  ADJUSTED  
 ES0015  ___________________________________________________________________
 ES0015  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0015  DYNAMIC HT  -        1626.532 (meters)    5336.38  (feet)  COMP
 ES0015  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 ES0015
 ES0015  VERT ORDER  -  FIRST     CLASS II
 ES0015
 ES0015.The horizontal coordinates were scaled from a topographic map and have
 ES0015.an estimated accuracy of +/- 6 seconds.
 ES0015
 ES0015.The orthometric height was determined by differential leveling
 ES0015.and adjusted by the National Geodetic Survey in June 1991..
 ES0015
 ES0015.The geoid height was determined by GEOID03.
 ES0015
 ES0015.The dynamic height is computed by dividing the NAVD 88
 ES0015.geopotential number by the normal gravity value computed on the
 ES0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0015.degrees latitude (g = 980.6199 gals.).
 ES0015
 ES0015.The modeled gravity was interpolated from observed gravity values.
 ES0015
 ES0015;                    North         East    Units  Estimated Accuracy
 ES0015;SPC AZ E     -   425,030.      214,530.      MT  (+/- 180 meters Scaled)
 ES0015
 ES0015                          SUPERSEDED SURVEY CONTROL
 ES0015
 ES0015  NGVD 29 (??/??/92) 1627.955  (m)         5341.05   (f) ADJ UNCH    1 2
 ES0015
 ES0015.Superseded values are not recommended for survey control.
 ES0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0015.See file dsdata.txt to determine how the superseded data were derived.
 ES0015
 ES0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD773548(NAD 83)
 ES0015_MARKER: DB = BENCH MARK DISK
 ES0015_SETTING: 66 = SET IN ROCK OUTCROP
 ES0015_SP_SET: SANDSTONE OUTCROP
 ES0015_STAMPING: B -45 1934
 ES0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0015+STABILITY: POSITION/ELEVATION WELL
 ES0015
 ES0015  HISTORY     - Date     Condition        Report By
 ES0015  HISTORY     - 1934     MONUMENTED       CGS
 ES0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0015
 ES0015                          STATION DESCRIPTION
 ES0015
 ES0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0015'6.0 MI S FROM HOLBROOK.
 ES0015'6.0 MILES SOUTH OF ALONG APACHE RAILROAD, FROM POST OFFICE.  198 YARDS
 ES0015'SOUTH OF WOODEN BRIDGE NO. 5A.  109 FT. EAST OF CENTER LINE OF TRACK.
 ES0015'ACROSS TRACK FROM MILE POST NO. 6. SET IN TOP OF ROUNDED OUT CROP OF
 ES0015'WHITE SAND STONE.  ABOUT 10 INCHES ABOVE GROUND SURFACE.
 ES0015
 ES0015                          STATION RECOVERY (1983)
 ES0015
 ES0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0277 ***********************************************************************
 ER0277  DESIGNATION -  B 46
 ER0277  PID         -  ER0277
 ER0277  STATE/COUNTY-  AZ/NAVAJO
 ER0277  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0277
 ER0277                         *CURRENT SURVEY CONTROL
 ER0277  ___________________________________________________________________
 ER0277* NAD 83(1986)-  34 18 11.     (N)    109 56 57.     (W)     SCALED    
 ER0277* NAVD 88     -      1946.294  (meters)    6385.47   (feet)  ADJUSTED  
 ER0277  ___________________________________________________________________
 ER0277  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ER0277  DYNAMIC HT  -        1943.405 (meters)    6375.99  (feet)  COMP
 ER0277  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 ER0277
 ER0277  VERT ORDER  -  FIRST     CLASS II
 ER0277
 ER0277.The horizontal coordinates were scaled from a topographic map and have
 ER0277.an estimated accuracy of +/- 6 seconds.
 ER0277
 ER0277.The orthometric height was determined by differential leveling
 ER0277.and adjusted by the National Geodetic Survey in June 1991..
 ER0277
 ER0277.The geoid height was determined by GEOID03.
 ER0277
 ER0277.The dynamic height is computed by dividing the NAVD 88
 ER0277.geopotential number by the normal gravity value computed on the
 ER0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0277.degrees latitude (g = 980.6199 gals.).
 ER0277
 ER0277.The modeled gravity was interpolated from observed gravity values.
 ER0277
 ER0277;                    North         East    Units  Estimated Accuracy
 ER0277;SPC AZ E     -   366,290.      233,380.      MT  (+/- 180 meters Scaled)
 ER0277
 ER0277                          SUPERSEDED SURVEY CONTROL
 ER0277
 ER0277  NGVD 29 (??/??/92) 1945.430  (m)         6382.63   (f) ADJ UNCH    1 2
 ER0277
 ER0277.Superseded values are not recommended for survey control.
 ER0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0277.See file dsdata.txt to determine how the superseded data were derived.
 ER0277
 ER0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC966962(NAD 83)
 ER0277_MARKER: DB = BENCH MARK DISK
 ER0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0277_STAMPING: B 46 1934
 ER0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0277+STABILITY: SURFACE MOTION
 ER0277
 ER0277  HISTORY     - Date     Condition        Report By
 ER0277  HISTORY     - 1934     MONUMENTED       CGS
 ER0277
 ER0277                          STATION DESCRIPTION
 ER0277
 ER0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0277'17.4 MI S FROM SNOWFLAKE.
 ER0277'17.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., 9 1/2 POLES
 ER0277'NORTH OF CATTLE GUARD MARKING NAT. FOREST BOUNDARY, 50 FT. WEST OF
 ER0277'CENTER LINE OF TRACK, 17 FT. SOUTH OF MILE POLE 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1219 ***********************************************************************
 DA1219  DESIGNATION -  B 469
 DA1219  PID         -  DA1219
 DA1219  STATE/COUNTY-  AZ/MARICOPA
 DA1219  USGS QUAD   -  BLACK GAP (1986)
 DA1219
 DA1219                         *CURRENT SURVEY CONTROL
 DA1219  ___________________________________________________________________
 DA1219* NAD 83(1986)-  32 52 18.     (N)    112 45 33.     (W)     SCALED    
 DA1219* NAVD 88     -       264.339  (meters)     867.25   (feet)  ADJUSTED  
 DA1219  ___________________________________________________________________
 DA1219  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1219  DYNAMIC HT  -         264.029 (meters)     866.24  (feet)  COMP
 DA1219  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 DA1219
 DA1219  VERT ORDER  -  FIRST     CLASS II
 DA1219
 DA1219.The horizontal coordinates were scaled from a topographic map and have
 DA1219.an estimated accuracy of +/- 6 seconds.
 DA1219
 DA1219.The orthometric height was determined by differential leveling
 DA1219.and adjusted by the National Geodetic Survey in June 1991..
 DA1219
 DA1219.The geoid height was determined by GEOID03.
 DA1219
 DA1219.The dynamic height is computed by dividing the NAVD 88
 DA1219.geopotential number by the normal gravity value computed on the
 DA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1219.degrees latitude (g = 980.6199 gals.).
 DA1219
 DA1219.The modeled gravity was interpolated from observed gravity values.
 DA1219
 DA1219;                    North         East    Units  Estimated Accuracy
 DA1219;SPC AZ C     -   207,840.      134,520.      MT  (+/- 180 meters Scaled)
 DA1219
 DA1219                          SUPERSEDED SURVEY CONTROL
 DA1219
 DA1219.No superseded survey control is available for this station.
 DA1219
 DA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB354384(NAD 83)
 DA1219_MARKER: DB = BENCH MARK DISK
 DA1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1219_SP_SET: BRIDGE ABUTMENT
 DA1219_STAMPING: B 469 1980
 DA1219_MARK LOGO: NGS   
 DA1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1219+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1219
 DA1219  HISTORY     - Date     Condition        Report By
 DA1219  HISTORY     - 1980     MONUMENTED       NGS
 DA1219  HISTORY     - 20060220 GOOD             USPSQD
 DA1219
 DA1219                          STATION DESCRIPTION
 DA1219
 DA1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1219'9.2 KM (5.7 MI) SW FROM GILA BEND.
 DA1219'9.2 KM (5.7 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1219'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, AT STATE
 DA1219'HIGHWAY 85 MILEPOST 6, SET IN TOP OF THE NORTHWEST END OF THE
 DA1219'NORTHEAST CONCRETE ABUTMENT OF A SMALL HIGHWAY BRIDGE OVER THE
 DA1219'SAUCEDA WASH, 6.1 METERS (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA1219'HIGHWAY.
 DA1219'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1219
 DA1219                          STATION RECOVERY (2006)
 DA1219
 DA1219'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1219'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0087 ***********************************************************************
 DU0087  DESIGNATION -  B 47
 DU0087  PID         -  DU0087
 DU0087  STATE/COUNTY-  AZ/GILA
 DU0087  USGS QUAD   -  SAN CARLOS (1979)
 DU0087
 DU0087                         *CURRENT SURVEY CONTROL
 DU0087  ___________________________________________________________________
 DU0087* NAD 83(1986)-  33 21 26.     (N)    110 27 02.     (W)     SCALED    
 DU0087* NAVD 88     -       808.805  (meters)    2653.55   (feet)  ADJUSTED  
 DU0087  ___________________________________________________________________
 DU0087  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DU0087  DYNAMIC HT  -         807.730 (meters)    2650.03  (feet)  COMP
 DU0087  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 DU0087
 DU0087  VERT ORDER  -  FIRST     CLASS II
 DU0087
 DU0087.The horizontal coordinates were scaled from a topographic map and have
 DU0087.an estimated accuracy of +/- 6 seconds.
 DU0087
 DU0087.The orthometric height was determined by differential leveling
 DU0087.and adjusted by the National Geodetic Survey in June 1991..
 DU0087
 DU0087.The geoid height was determined by GEOID03.
 DU0087
 DU0087.The dynamic height is computed by dividing the NAVD 88
 DU0087.geopotential number by the normal gravity value computed on the
 DU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0087.degrees latitude (g = 980.6199 gals.).
 DU0087
 DU0087.The modeled gravity was interpolated from observed gravity values.
 DU0087
 DU0087;                    North         East    Units  Estimated Accuracy
 DU0087;SPC AZ E     -   261,400.      186,940.      MT  (+/- 180 meters Scaled)
 DU0087
 DU0087                          SUPERSEDED SURVEY CONTROL
 DU0087
 DU0087  NGVD 29 (??/??/92)  808.226  (m)         2651.65   (f) ADJ UNCH    1 2
 DU0087
 DU0087.Superseded values are not recommended for survey control.
 DU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0087.See file dsdata.txt to determine how the superseded data were derived.
 DU0087
 DU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB511910(NAD 83)
 DU0087_MARKER: DB = BENCH MARK DISK
 DU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0087_STAMPING: B 47 1934
 DU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0087+STABILITY: SURFACE MOTION
 DU0087
 DU0087  HISTORY     - Date     Condition        Report By
 DU0087  HISTORY     - 1934     MONUMENTED       CGS
 DU0087  HISTORY     - 1935     GOOD             NGS
 DU0087  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0087
 DU0087                          STATION DESCRIPTION
 DU0087
 DU0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0087'1.1 MI N FROM SAN CARLOS.
 DU0087'1.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0087'NEAR THE NORTHEAST CORNER OF THE FENCE AROUND THE SAN CARLOS INDIAN
 DU0087'SCHOOL, 16 FEET SOUTH OF THE CENTER LINE OF AN IRRIGATION DITCH, 20
 DU0087'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A FENCE
 DU0087'LINE.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE TOP OF A
 DU0087'CONCRETE POST.
 DU0087
 DU0087                          STATION RECOVERY (1965)
 DU0087
 DU0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1140 ***********************************************************************
 DB1140  DESIGNATION -  B 470
 DB1140  PID         -  DB1140
 DB1140  STATE/COUNTY-  AZ/YUMA
 DB1140  USGS QUAD   -  WELLTON (1982)
 DB1140
 DB1140                         *CURRENT SURVEY CONTROL
 DB1140  ___________________________________________________________________
 DB1140* NAD 83(1986)-  32 39 31.     (N)    114 13 07.     (W)     SCALED    
 DB1140* NAVD 88     -        70.178  (meters)     230.24   (feet)  ADJUSTED  
 DB1140  ___________________________________________________________________
 DB1140  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DB1140  DYNAMIC HT  -          70.098 (meters)     229.98  (feet)  COMP
 DB1140  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 DB1140
 DB1140  VERT ORDER  -  FIRST     CLASS II
 DB1140
 DB1140.The horizontal coordinates were scaled from a topographic map and have
 DB1140.an estimated accuracy of +/- 6 seconds.
 DB1140
 DB1140.The orthometric height was determined by differential leveling
 DB1140.and adjusted by the National Geodetic Survey in June 1991..
 DB1140
 DB1140.The geoid height was determined by GEOID03.
 DB1140
 DB1140.The dynamic height is computed by dividing the NAVD 88
 DB1140.geopotential number by the normal gravity value computed on the
 DB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1140.degrees latitude (g = 980.6199 gals.).
 DB1140
 DB1140.The modeled gravity was interpolated from observed gravity values.
 DB1140
 DB1140;                    North         East    Units  Estimated Accuracy
 DB1140;SPC AZ W     -   184,000.      169,400.      MT  (+/- 180 meters Scaled)
 DB1140
 DB1140                          SUPERSEDED SURVEY CONTROL
 DB1140
 DB1140.No superseded survey control is available for this station.
 DB1140
 DB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS608168(NAD 83)
 DB1140_MARKER: DB = BENCH MARK DISK
 DB1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DB1140_SP_SET: ABUTMENT
 DB1140_STAMPING: B 470 1981
 DB1140_MARK LOGO: NGS   
 DB1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1140
 DB1140  HISTORY     - Date     Condition        Report By
 DB1140  HISTORY     - 1981     MONUMENTED       NGS
 DB1140
 DB1140                          STATION DESCRIPTION
 DB1140
 DB1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1140'7.0 KM (4.35 MI) WEST FROM WELLTON.
 DB1140'7.0 KM (4.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1140'WELLTON, 0.8 KM (0.5 MI) WEST OF THE JUNCTION OF AVENUE 25E, 0.25 KM
 DB1140'(0.15 MI) EAST OF SOUTHERN PACIFIC RAILROAD MILEPOLE765, SET IN TOP
 DB1140'OF THE NORTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 765.18, 2.4 M
 DB1140'(8.0 FT) NORTH OF THE NORTH RAIL OF THE TRACKS.
 DB1140'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1199 ***********************************************************************
 DA1199  DESIGNATION -  B 471
 DA1199  PID         -  DA1199
 DA1199  STATE/COUNTY-  AZ/PIMA
 DA1199  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1199
 DA1199                         *CURRENT SURVEY CONTROL
 DA1199  ___________________________________________________________________
 DA1199* NAD 83(1986)-  32 00 49.     (N)    112 48 16.     (W)     SCALED    
 DA1199* NAVD 88     -       534.468  (meters)    1753.50   (feet)  ADJUSTED  
 DA1199  ___________________________________________________________________
 DA1199  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA1199  DYNAMIC HT  -         533.769 (meters)    1751.21  (feet)  COMP
 DA1199  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 DA1199
 DA1199  VERT ORDER  -  FIRST     CLASS II
 DA1199
 DA1199.The horizontal coordinates were scaled from a topographic map and have
 DA1199.an estimated accuracy of +/- 6 seconds.
 DA1199
 DA1199.The orthometric height was determined by differential leveling
 DA1199.and adjusted by the National Geodetic Survey in June 1991..
 DA1199
 DA1199.The geoid height was determined by GEOID03.
 DA1199
 DA1199.The dynamic height is computed by dividing the NAVD 88
 DA1199.geopotential number by the normal gravity value computed on the
 DA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1199.degrees latitude (g = 980.6199 gals.).
 DA1199
 DA1199.The modeled gravity was interpolated from observed gravity values.
 DA1199
 DA1199;                    North         East    Units  Estimated Accuracy
 DA1199;SPC AZ C     -   112,720.      129,490.      MT  (+/- 180 meters Scaled)
 DA1199
 DA1199                          SUPERSEDED SURVEY CONTROL
 DA1199
 DA1199.No superseded survey control is available for this station.
 DA1199
 DA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA295433(NAD 83)
 DA1199_MARKER: DB = BENCH MARK DISK
 DA1199_SETTING: 66 = SET IN ROCK OUTCROP
 DA1199_SP_SET: ROCK OUTCROP
 DA1199_STAMPING: B 471 1981
 DA1199_MARK LOGO: NGS   
 DA1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1199+STABILITY: POSITION/ELEVATION WELL
 DA1199
 DA1199  HISTORY     - Date     Condition        Report By
 DA1199  HISTORY     - 1981     MONUMENTED       NGS
 DA1199  HISTORY     - 1988     GOOD             USPSQD
 DA1199  HISTORY     - 19941110 GOOD             USPSQD
 DA1199
 DA1199                          STATION DESCRIPTION
 DA1199
 DA1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1199'15.1 KM (9.4 MI) NE FROM LUKEVILLE.
 DA1199'15.1 KM (9.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 DA1199'OFFICE IN LUKEVILLE, AT HIGHWAY MILEPOST 71, AT THE SOUTHWEST END OF
 DA1199'A SMALL ROCK HIGHWAY CUT, SET IN TOP OF A ROCK OUTCROP, 6.4 M
 DA1199'(21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 89.6 M (294 FT)
 DA1199'SOUTHWEST OF THE MILEPOST, 8.2 M (27.0 FT) NORTHEAST OF THE SOUTHWEST
 DA1199'END OF THE CUT.
 DA1199'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1199'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 DA1199
 DA1199                          STATION RECOVERY (1988)
 DA1199
 DA1199'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA1199'RECOVERED IN GOOD CONDITION.
 DA1199
 DA1199                          STATION RECOVERY (1994)
 DA1199
 DA1199'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0724 ***********************************************************************
 EU0724  DESIGNATION -  B 472
 EU0724  PID         -  EU0724
 EU0724  STATE/COUNTY-  AZ/MOHAVE
 EU0724  USGS QUAD   -  YUCCA SE (1970)
 EU0724
 EU0724                         *CURRENT SURVEY CONTROL
 EU0724  ___________________________________________________________________
 EU0724* NAD 83(1986)-  34 51 00.     (N)    114 06 36.     (W)     SCALED    
 EU0724* NAVD 88     -       620.309  (meters)    2035.13   (feet)  ADJUSTED  
 EU0724  ___________________________________________________________________
 EU0724  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EU0724  DYNAMIC HT  -         619.614 (meters)    2032.85  (feet)  COMP
 EU0724  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 EU0724  OBS GRAVITY -     979,487.7   (mgal)                       GRAV_OBS
 EU0724
 EU0724  VERT ORDER  -  FIRST     CLASS II
 EU0724
 EU0724.The horizontal coordinates were scaled from a topographic map and have
 EU0724.an estimated accuracy of +/- 6 seconds.
 EU0724
 EU0724.The orthometric height was determined by differential leveling
 EU0724.and adjusted by the National Geodetic Survey in June 1991..
 EU0724
 EU0724.The geoid height was determined by GEOID03.
 EU0724
 EU0724.The dynamic height is computed by dividing the NAVD 88
 EU0724.geopotential number by the normal gravity value computed on the
 EU0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0724.degrees latitude (g = 980.6199 gals.).
 EU0724
 EU0724.The modeled gravity was interpolated from observed gravity values.
 EU0724.The observed gravity was obtained from relative gravimeter ties
 EU0724.to the IGSN71 gravity network.
 EU0724
 EU0724;                    North         East    Units  Estimated Accuracy
 EU0724;SPC AZ W     -   427,010.      180,440.      MT  (+/- 180 meters Scaled)
 EU0724
 EU0724                          SUPERSEDED SURVEY CONTROL
 EU0724
 EU0724.No superseded survey control is available for this station.
 EU0724
 EU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU642602(NAD 83)
 EU0724_MARKER: I = METAL ROD
 EU0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0724_SP_SET: STAINLESS STEEL ROD
 EU0724_STAMPING: B 472 1981
 EU0724_MARK LOGO: NGS   
 EU0724_PROJECTION: FLUSH
 EU0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0724_ROD/PIPE-DEPTH: 3.7  meters
 EU0724
 EU0724  HISTORY     - Date     Condition        Report By
 EU0724  HISTORY     - 1981     MONUMENTED       NGS
 EU0724
 EU0724                          STATION DESCRIPTION
 EU0724
 EU0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0724'5.4 KM (3.35 MI) SE FROM YUCCA.
 EU0724'5.4 KM (3.35 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0724'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF BORIANA MINE ROAD,
 EU0724'AT THE CROSSING OF A PIPELINE, 14.3 METERS (47.0 FT) NORTH OF THE
 EU0724'CENTERLINE OF ALAMO ROAD, 32.6 METERS (107 FT) NORTHWEST OF THE
 EU0724'CENTERLINE OF BORIANA MINE ROAD, 21.0 METERS (69.0 FT) WEST OF THE
 EU0724'CENTER OF A GAS PIPELINE, 2.3 METERS (7.5 FT) NORTHEAST  OF A FENCE
 EU0724'CORNER, 0.5 METERS (1.5 FT) EAST OF A BARBED WIRE FENCE LINE.  ROD
 EU0724'DRIVEN TO REFUSAL.
 EU0724'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 EU0724'THE MARK IS ABOVE LEVEL WITH ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1301 ***********************************************************************
 DU1301  DESIGNATION -  B 473
 DU1301  PID         -  DU1301
 DU1301  STATE/COUNTY-  AZ/MARICOPA
 DU1301  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1301
 DU1301                         *CURRENT SURVEY CONTROL
 DU1301  ___________________________________________________________________
 DU1301* NAD 83(1986)-  33 38 49.     (N)    111 11 35.     (W)     SCALED    
 DU1301* NAVD 88     -       598.295  (meters)    1962.91   (feet)  ADJUSTED  
 DU1301  ___________________________________________________________________
 DU1301  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DU1301  DYNAMIC HT  -         597.532 (meters)    1960.40  (feet)  COMP
 DU1301  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 DU1301
 DU1301  VERT ORDER  -  FIRST     CLASS II
 DU1301
 DU1301.The horizontal coordinates were scaled from a topographic map and have
 DU1301.an estimated accuracy of +/- 6 seconds.
 DU1301
 DU1301.The orthometric height was determined by differential leveling
 DU1301.and adjusted by the National Geodetic Survey in June 1991..
 DU1301
 DU1301.The geoid height was determined by GEOID03.
 DU1301
 DU1301.The dynamic height is computed by dividing the NAVD 88
 DU1301.geopotential number by the normal gravity value computed on the
 DU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1301.degrees latitude (g = 980.6199 gals.).
 DU1301
 DU1301.The modeled gravity was interpolated from observed gravity values.
 DU1301
 DU1301;                    North         East    Units  Estimated Accuracy
 DU1301;SPC AZ C     -   293,730.      280,480.      MT  (+/- 180 meters Scaled)
 DU1301
 DU1301                          SUPERSEDED SURVEY CONTROL
 DU1301
 DU1301.No superseded survey control is available for this station.
 DU1301
 DU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC820230(NAD 83)
 DU1301_MARKER: DB = BENCH MARK DISK
 DU1301_SETTING: 66 = SET IN ROCK OUTCROP
 DU1301_SP_SET: ROCK OUTCROP
 DU1301_STAMPING: B 473 1980
 DU1301_MARK LOGO: NGS   
 DU1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1301+STABILITY: POSITION/ELEVATION WELL
 DU1301
 DU1301  HISTORY     - Date     Condition        Report By
 DU1301  HISTORY     - 1980     MONUMENTED       NGS
 DU1301
 DU1301                          STATION DESCRIPTION
 DU1301
 DU1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1301'5.8 KM (3.6 MI) SW FROM ROOSEVLET.
 DU1301'5.8 KM (3.6 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1301'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, SET IN A MASSIVE,
 DU1301'SLOPING GRANITE OUTCROP ON THE NORTHEAST SIDE OF A DRY WASH, 17.1
 DU1301'METERS (56.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.0
 DU1301'METERS (39.0 FT) EAST OF THE TOP CENTER OF THE NORTHEAST END OF A
 DU1301'90-CM (36-INCH) STEEL PIPE CULVERT UNDER THE HIGHWAY.
 DU1301'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 DU1301'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1332 ***********************************************************************
 DU1332  DESIGNATION -  B 474
 DU1332  PID         -  DU1332
 DU1332  STATE/COUNTY-  AZ/MARICOPA
 DU1332  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1332
 DU1332                         *CURRENT SURVEY CONTROL
 DU1332  ___________________________________________________________________
 DU1332* NAD 83(1986)-  33 30 32.     (N)    111 41 00.     (W)     SCALED    
 DU1332* NAVD 88     -       431.690  (meters)    1416.30   (feet)  READJUSTED
 DU1332  ___________________________________________________________________
 DU1332  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1332  DYNAMIC HT  -         431.170 (meters)    1414.60  (feet)  COMP
 DU1332  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 DU1332
 DU1332  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1332
 DU1332.The horizontal coordinates were scaled from a topographic map and have
 DU1332.an estimated accuracy of +/- 6 seconds.
 DU1332
 DU1332.The orthometric height was determined by differential leveling
 DU1332.and adjusted by the National Geodetic Survey in April 1999..
 DU1332.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1332.distribution rate of 0.0 thru 1.0 mm/km.
 DU1332.The height was derived from older observations constrained to new
 DU1332.heights in a crustal motion area.  The height is approximate in
 DU1332.relation to other heights in its vicinity.
 DU1332
 DU1332.The geoid height was determined by GEOID03.
 DU1332
 DU1332.The dynamic height is computed by dividing the NAVD 88
 DU1332.geopotential number by the normal gravity value computed on the
 DU1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1332.degrees latitude (g = 980.6199 gals.).
 DU1332
 DU1332.The modeled gravity was interpolated from observed gravity values.
 DU1332
 DU1332;                    North         East    Units  Estimated Accuracy
 DU1332;SPC AZ C     -   278,210.      235,040.      MT  (+/- 180 meters Scaled)
 DU1332
 DU1332                          SUPERSEDED SURVEY CONTROL
 DU1332
 DU1332  NAVD 88 (06/15/91)  431.701  (m)         1416.34   (f) UNKNOWN     1 2
 DU1332
 DU1332.Superseded values are not recommended for survey control.
 DU1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1332.See file dsdata.txt to determine how the superseded data were derived.
 DU1332
 DU1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC365079(NAD 83)
 DU1332_MARKER: DB = BENCH MARK DISK
 DU1332_SETTING: 66 = SET IN ROCK OUTCROP
 DU1332_SP_SET: ROCK OUTCROP
 DU1332_STAMPING: B 474 1981
 DU1332_MARK LOGO: NGS   
 DU1332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1332+STABILITY: POSITION/ELEVATION WELL
 DU1332
 DU1332  HISTORY     - Date     Condition        Report By
 DU1332  HISTORY     - 1981     MONUMENTED       NGS
 DU1332
 DU1332                          STATION DESCRIPTION
 DU1332
 DU1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1332'12.0 KM (7.45 MI) NE FROM BUCKHORN.
 DU1332'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1332'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.4 KILOMETERS (6.45 MILES)
 DU1332'NORTH ALONG THE BUSH HIGHWAY, IN TOP OF GRAY GRANITE
 DU1332'OUTCROP ON THE EAST SIDE OF A RAVINE, 0.25 KILOMETER (0.15 MILE)
 DU1332'SOUTH OF THE JUNCTION OF THE DIRT ROAD LEADING TO GRANITE REEF DAM,
 DU1332'21.9 METERS (71.8 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 51.6
 DU1332'METERS (169.0 FEET) SOUTH OF THE GUY POLE FOR THE FIRST POLE NORTH OF
 DU1332'A DOUBLE POWER POLE STRUCTURE, 13.1 METERS (43.0 FEET) NORTHEAST OF
 DU1332'THE NORTH END OF THE CONCRETE HEADWALL FOR A 1.2 METER (4.0 FEET)
 DU1332'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY AND 8.5 METERS (27.9
 DU1332'FEET) WEST OF THE RIGHT OF WAY FENCE.
 DU1332'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DU1332'THE MARK IS 1.1 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1265 ***********************************************************************
 DV1265  DESIGNATION -  B 475
 DV1265  PID         -  DV1265
 DV1265  STATE/COUNTY-  AZ/MARICOPA
 DV1265  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1265
 DV1265                         *CURRENT SURVEY CONTROL
 DV1265  ___________________________________________________________________
 DV1265* NAD 83(1986)-  33 40 07.     (N)    112 11 09.     (W)     SCALED    
 DV1265* NAVD 88     -       389.202  (meters)    1276.91   (feet)  ADJUSTED  
 DV1265  ___________________________________________________________________
 DV1265  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1265  DYNAMIC HT  -         388.753 (meters)    1275.43  (feet)  COMP
 DV1265  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DV1265
 DV1265  VERT ORDER  -  FIRST     CLASS II
 DV1265
 DV1265.The horizontal coordinates were scaled from a topographic map and have
 DV1265.an estimated accuracy of +/- 6 seconds.
 DV1265
 DV1265.The orthometric height was determined by differential leveling
 DV1265.and adjusted by the National Geodetic Survey in June 1991..
 DV1265
 DV1265.The geoid height was determined by GEOID03.
 DV1265
 DV1265.The dynamic height is computed by dividing the NAVD 88
 DV1265.geopotential number by the normal gravity value computed on the
 DV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1265.degrees latitude (g = 980.6199 gals.).
 DV1265
 DV1265.The modeled gravity was interpolated from observed gravity values.
 DV1265
 DV1265;                    North         East    Units  Estimated Accuracy
 DV1265;SPC AZ C     -   295,930.      188,400.      MT  (+/- 180 meters Scaled)
 DV1265
 DV1265                          SUPERSEDED SURVEY CONTROL
 DV1265
 DV1265.No superseded survey control is available for this station.
 DV1265
 DV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900260(NAD 83)
 DV1265_MARKER: I = METAL ROD
 DV1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1265_SP_SET: STAINLESS STEEL ROD
 DV1265_STAMPING: B 475 1981
 DV1265_MARK LOGO: NGS   
 DV1265_PROJECTION: FLUSH
 DV1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1265_ROD/PIPE-DEPTH: 2.1  meters
 DV1265
 DV1265  HISTORY     - Date     Condition        Report By
 DV1265  HISTORY     - 1981     MONUMENTED       NGS
 DV1265  HISTORY     - 1984     GOOD             AZDT
 DV1265  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1265
 DV1265                          STATION DESCRIPTION
 DV1265
 DV1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1265'28.1 KM (17.45 MI) NW FROM PHOENIX.
 DV1265'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1265'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 6.7 KM (4.15 MI)
 DV1265'WEST ALONG BEARDSLEY ROAD, 0.2 KM (0.1 MI) WEST OF 57TH AVENUE, 11.4
 DV1265'METERS (37.4 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 99.4 METERS
 DV1265'(326 FT) EAST OF THE CENTERLINE OF 59TH AVENUE, 1.5 METERS (5 FT) WEST
 DV1265'OF THE SECOND POWER LINE POLE EAST OF THE INTERSECTION OF 59TH AVENUE
 DV1265'AND IN LINE WITH THE POLES, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 DV1265'OF 7 FEET.
 DV1265'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1265'THE MARK IS 0.5 M BELOW THE ROAD.
 DV1265
 DV1265                          STATION RECOVERY (1984)
 DV1265
 DV1265'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1265'RECOVERED IN GOOD CONDITION.
 DV1265
 DV1265                          STATION RECOVERY (2002)
 DV1265
 DV1265'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1265'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1265'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1240 ***********************************************************************
 DV1240  DESIGNATION -  B 476
 DV1240  PID         -  DV1240
 DV1240  STATE/COUNTY-  AZ/MARICOPA
 DV1240  USGS QUAD   -  COTTON CENTER (1973)
 DV1240
 DV1240                         *CURRENT SURVEY CONTROL
 DV1240  ___________________________________________________________________
 DV1240* NAD 83(1986)-  33 06 05.     (N)    112 40 02.     (W)     SCALED    
 DV1240* NAVD 88     -       223.237  (meters)     732.40   (feet)  ADJUSTED  
 DV1240  ___________________________________________________________________
 DV1240  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1240  DYNAMIC HT  -         222.976 (meters)     731.55  (feet)  COMP
 DV1240  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DV1240
 DV1240  VERT ORDER  -  FIRST     CLASS II
 DV1240
 DV1240.The horizontal coordinates were scaled from a topographic map and have
 DV1240.an estimated accuracy of +/- 6 seconds.
 DV1240
 DV1240.The orthometric height was determined by differential leveling
 DV1240.and adjusted by the National Geodetic Survey in June 1991..
 DV1240
 DV1240.The geoid height was determined by GEOID03.
 DV1240
 DV1240.The dynamic height is computed by dividing the NAVD 88
 DV1240.geopotential number by the normal gravity value computed on the
 DV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1240.degrees latitude (g = 980.6199 gals.).
 DV1240
 DV1240.The modeled gravity was interpolated from observed gravity values.
 DV1240
 DV1240;                    North         East    Units  Estimated Accuracy
 DV1240;SPC AZ C     -   233,250.      143,310.      MT  (+/- 180 meters Scaled)
 DV1240
 DV1240                          SUPERSEDED SURVEY CONTROL
 DV1240
 DV1240.No superseded survey control is available for this station.
 DV1240
 DV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444637(NAD 83)
 DV1240_MARKER: DB = BENCH MARK DISK
 DV1240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1240_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1240_STAMPING: B 476 1981
 DV1240_MARK LOGO: NGS   
 DV1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1240+STABILITY: POSITION/ELEVATION WELL
 DV1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1240+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1240
 DV1240  HISTORY     - Date     Condition        Report By
 DV1240  HISTORY     - 1981     MONUMENTED       NGS
 DV1240  HISTORY     - 20060128 GOOD             USPSQD
 DV1240  HISTORY     - 20060129 GOOD             USPSQD
 DV1240
 DV1240                          STATION DESCRIPTION
 DV1240
 DV1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1240'20.45 KM (12.7 MI) NORT FROM GILA BEND.
 DV1240'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1240'STATION AT GILA BEND, THENCE 19.1 KM (11.85 MI) NORTH ALONG THE
 DV1240'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP,
 DV1240'IN TOP OF THE WEST CORNER OF THE 8 BY 8 FOOT CONCRETE PAD WHICH
 DV1240'IS ATTACHED TO THE WELL CASING, 28.8 METERS (94.5 FT) WEST OF THE
 DV1240'CENTERLINE OF THE ROAD, 21.1 METERS (69 FT) SOUTHWEST OF AN
 DV1240'INTERSECTION POWER LINE POLE NUMBER 41, 1.1 METERS (3.5 FT) WEST
 DV1240'OF THE CENTER OF THE WELL, 0.5 METER (1.6 FT) SOUTHEAST OF THE
 DV1240'NORTHWEST EDGE OF THE PAD, 0.4 METER (1.3 FT) NORTHEAST OF THE
 DV1240'SOUTHWEST EDGE OF THE PAD.
 DV1240'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1240
 DV1240                          STATION RECOVERY (2006)
 DV1240
 DV1240'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1240'RECOVERED AS DESCRIBED.
 DV1240
 DV1240                          STATION RECOVERY (2006)
 DV1240
 DV1240'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1363 ***********************************************************************
 DV1363  DESIGNATION -  B 477
 DV1363  PID         -  DV1363
 DV1363  STATE/COUNTY-  AZ/MARICOPA
 DV1363  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1363
 DV1363                         *CURRENT SURVEY CONTROL
 DV1363  ___________________________________________________________________
 DV1363* NAD 83(1986)-  33 37 01.     (N)    113 19 04.     (W)     SCALED    
 DV1363* NAVD 88     -       449.378  (meters)    1474.33   (feet)  ADJUSTED  
 DV1363  ___________________________________________________________________
 DV1363  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1363  DYNAMIC HT  -         448.847 (meters)    1472.59  (feet)  COMP
 DV1363  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 DV1363
 DV1363  VERT ORDER  -  FIRST     CLASS II
 DV1363
 DV1363.The horizontal coordinates were scaled from a topographic map and have
 DV1363.an estimated accuracy of +/- 6 seconds.
 DV1363
 DV1363.The orthometric height was determined by differential leveling
 DV1363.and adjusted by the National Geodetic Survey in June 1991..
 DV1363
 DV1363.The geoid height was determined by GEOID03.
 DV1363
 DV1363.The dynamic height is computed by dividing the NAVD 88
 DV1363.geopotential number by the normal gravity value computed on the
 DV1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1363.degrees latitude (g = 980.6199 gals.).
 DV1363
 DV1363.The modeled gravity was interpolated from observed gravity values.
 DV1363
 DV1363;                    North         East    Units  Estimated Accuracy
 DV1363;SPC AZ C     -   291,050.       83,350.      MT  (+/- 180 meters Scaled)
 DV1363
 DV1363                          SUPERSEDED SURVEY CONTROL
 DV1363
 DV1363.No superseded survey control is available for this station.
 DV1363
 DV1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC849220(NAD 83)
 DV1363_MARKER: I = METAL ROD
 DV1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1363_SP_SET: STAINLESS STEEL ROD
 DV1363_STAMPING: B 477 1981
 DV1363_MARK LOGO: NGS   
 DV1363_PROJECTION: FLUSH
 DV1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1363+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 DV1363_ROD/PIPE-DEPTH: 7.3  meters
 DV1363
 DV1363  HISTORY     - Date     Condition        Report By
 DV1363  HISTORY     - 1981     MONUMENTED       NGS
 DV1363  HISTORY     - 20020807 GOOD             MCDOT
 DV1363
 DV1363                          STATION DESCRIPTION
 DV1363
 DV1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1363'39.6 KM (24.65 MI) NW FROM TONOPAH.
 DV1363'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1363'AT TONOPAH, THENCE 28.6 KM (17.8 MI) NORTHWEST ALONG SALOME ROAD,
 DV1363'1.8 KM (1.1 MI) SOUTHEAST OF THE MARICOPA-YUMA COUNTY LINES, 0.6 KM
 DV1363'(0.4 MI) NORTHWEST OF BELL TELEPHONE SUB-STATION BUILDING 10, 34.3
 DV1363'METERS (112.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 75 METERS
 DV1363'(246 FT) WEST OF A SMALL BUSHY MESQUITE TREE, 62.0 METERS (203.5 FT)
 DV1363'NORTHEAST OF UNDERGROUND TELEPHONE CABLE WOODEN WITNESS POST 336.
 DV1363'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1363'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV1363
 DV1363                          STATION RECOVERY (2002)
 DV1363
 DV1363'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1363'CHECKED ELEVATION, STILL GOOD.
 DV1363' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1411 ***********************************************************************
 DV1411  DESIGNATION -  B 478
 DV1411  PID         -  DV1411
 DV1411  STATE/COUNTY-  AZ/LA PAZ
 DV1411  USGS QUAD   -  HOPE (1990)
 DV1411
 DV1411                         *CURRENT SURVEY CONTROL
 DV1411  ___________________________________________________________________
 DV1411* NAD 83(1986)-  33 44 26.     (N)    113 40 27.     (W)     SCALED    
 DV1411* NAVD 88     -       554.236  (meters)    1818.36   (feet)  ADJUSTED  
 DV1411  ___________________________________________________________________
 DV1411  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV1411  DYNAMIC HT  -         553.590 (meters)    1816.24  (feet)  COMP
 DV1411  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 DV1411
 DV1411  VERT ORDER  -  FIRST     CLASS II
 DV1411
 DV1411.The horizontal coordinates were scaled from a topographic map and have
 DV1411.an estimated accuracy of +/- 6 seconds.
 DV1411
 DV1411.The orthometric height was determined by differential leveling
 DV1411.and adjusted by the National Geodetic Survey in June 1991..
 DV1411
 DV1411.The geoid height was determined by GEOID03.
 DV1411
 DV1411.The dynamic height is computed by dividing the NAVD 88
 DV1411.geopotential number by the normal gravity value computed on the
 DV1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1411.degrees latitude (g = 980.6199 gals.).
 DV1411
 DV1411.The modeled gravity was interpolated from observed gravity values.
 DV1411
 DV1411;                    North         East    Units  Estimated Accuracy
 DV1411;SPC AZ W     -   303,890.      220,390.      MT  (+/- 180 meters Scaled)
 DV1411
 DV1411                          SUPERSEDED SURVEY CONTROL
 DV1411
 DV1411.No superseded survey control is available for this station.
 DV1411
 DV1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC522366(NAD 83)
 DV1411_MARKER: DB = BENCH MARK DISK
 DV1411_SETTING: 66 = SET IN ROCK OUTCROP
 DV1411_SP_SET: ROCK OUTCROP
 DV1411_STAMPING: B 478 1981
 DV1411_MARK LOGO: NGS   
 DV1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1411+STABILITY: POSITION/ELEVATION WELL
 DV1411
 DV1411  HISTORY     - Date     Condition        Report By
 DV1411  HISTORY     - 1981     MONUMENTED       NGS
 DV1411
 DV1411                          STATION DESCRIPTION
 DV1411
 DV1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1411'7.9 KM (4.9 MI) SW FROM SALOME.
 DV1411'7.9 KM (4.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1411'SALOME ROAD IN SALOME, 0.3 KM (0.2 MI) SOUTH-SOUTHWEST OF HIGHWAY
 DV1411'MILEPOST 52, 0.2 KM (0.1 MI) SOUTH OF A HIGHWAY CUT THROUGH A GRANITE
 DV1411'RIDGE, AT THE SOUTHWEST END OF THE RIDGE, SET IN THE WEST SLOPE OF A
 DV1411'SMOOTH GRANITE OUTCROP SURROUNDED BY BOULDERS, 74.4 METERS (244 FT)
 DV1411'EAST-SOUTHEAST ACROSS THE OLD HIGHWAY FROM THE CENTERLINE OF HIGHWAY
 DV1411'60, 45.0 METERS (148 FT) SOUTHEAST OF POWER POLE NUMBER 38/11, 40.2
 DV1411'METERS (132 FT) EAST-SOUTHEAST OF A BRACED ANGLE IRON FENCE POST IN
 DV1411'THE RIGHT-OF-WAY FENCE, 18.0 METERS (59.0 FT) NORTH-NORTHEAST OF THE
 DV1411'CENTERLINE OF A SMALL DRY WASH AT THE SOUTHWEST END OF THE RIDGE.
 DV1411'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DV1411'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1305 ***********************************************************************
 DW1305  DESIGNATION -  B 479
 DW1305  PID         -  DW1305
 DW1305  STATE/COUNTY-  AZ/LA PAZ
 DW1305  USGS QUAD   -  QUARTZSITE (1990)
 DW1305
 DW1305                         *CURRENT SURVEY CONTROL
 DW1305  ___________________________________________________________________
 DW1305* NAD 83(1986)-  33 39 47.     (N)    114 13 01.     (W)     SCALED    
 DW1305* NAVD 88     -       271.065  (meters)     889.32   (feet)  ADJUSTED  
 DW1305  ___________________________________________________________________
 DW1305  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DW1305  DYNAMIC HT  -         270.762 (meters)     888.33  (feet)  COMP
 DW1305  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 DW1305
 DW1305  VERT ORDER  -  FIRST     CLASS II
 DW1305
 DW1305.The horizontal coordinates were scaled from a topographic map and have
 DW1305.an estimated accuracy of +/- 6 seconds.
 DW1305
 DW1305.The orthometric height was determined by differential leveling
 DW1305.and adjusted by the National Geodetic Survey in June 1991..
 DW1305
 DW1305.The geoid height was determined by GEOID03.
 DW1305
 DW1305.The dynamic height is computed by dividing the NAVD 88
 DW1305.geopotential number by the normal gravity value computed on the
 DW1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1305.degrees latitude (g = 980.6199 gals.).
 DW1305
 DW1305.The modeled gravity was interpolated from observed gravity values.
 DW1305
 DW1305;                    North         East    Units  Estimated Accuracy
 DW1305;SPC AZ W     -   295,390.      170,060.      MT  (+/- 180 meters Scaled)
 DW1305
 DW1305                          SUPERSEDED SURVEY CONTROL
 DW1305
 DW1305.No superseded survey control is available for this station.
 DW1305
 DW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT580282(NAD 83)
 DW1305_MARKER: DB = BENCH MARK DISK
 DW1305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1305_SP_SET: BRIDGE PIER
 DW1305_STAMPING: B 479 1981
 DW1305_MARK LOGO: NGS   
 DW1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1305
 DW1305  HISTORY     - Date     Condition        Report By
 DW1305  HISTORY     - 1981     MONUMENTED       NGS
 DW1305
 DW1305                          STATION DESCRIPTION
 DW1305
 DW1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1305'IN QUARTZSITE.
 DW1305'IN QUARTZSITE, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 19, SET IN THE
 DW1305'NORTH FACE OF THE CENTER PIER OF THE U.S. HIGHWAY 95 BRIDGE OVER
 DW1305'INTERSTATE HIGHWAY 10, 16.2 METERS (53.0 FT) SOUTH OF THE CENTERLINE
 DW1305'OF THE WEST-BOUND LANES OF THE INTERSTATE, 2.1 METERS (7.0 FT) WEST OF
 DW1305'THE EAST END OF THE PIER, 1.6 METERS (5.2 FT) ABOVE THE GROUND.
 DW1305'THE MARK IS 0.7 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0165 ***********************************************************************
 ER0165  DESIGNATION -  B 48
 ER0165  PID         -  ER0165
 ER0165  STATE/COUNTY-  AZ/APACHE
 ER0165  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0165
 ER0165                         *CURRENT SURVEY CONTROL
 ER0165  ___________________________________________________________________
 ER0165* NAD 83(1986)-  34 41 38.     (N)    109 16 28.     (W)     SCALED    
 ER0165* NAVD 88     -      1734.215  (meters)    5689.67   (feet)  ADJUSTED  
 ER0165  ___________________________________________________________________
 ER0165  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 ER0165  DYNAMIC HT  -        1731.739 (meters)    5681.55  (feet)  COMP
 ER0165  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 ER0165
 ER0165  VERT ORDER  -  SECOND    CLASS 0
 ER0165
 ER0165.The horizontal coordinates were scaled from a topographic map and have
 ER0165.an estimated accuracy of +/- 6 seconds.
 ER0165
 ER0165.The orthometric height was determined by differential leveling
 ER0165.and adjusted by the National Geodetic Survey in June 1991..
 ER0165
 ER0165.The geoid height was determined by GEOID03.
 ER0165
 ER0165.The dynamic height is computed by dividing the NAVD 88
 ER0165.geopotential number by the normal gravity value computed on the
 ER0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0165.degrees latitude (g = 980.6199 gals.).
 ER0165
 ER0165.The modeled gravity was interpolated from observed gravity values.
 ER0165
 ER0165;                    North         East    Units  Estimated Accuracy
 ER0165;SPC AZ E     -   409,980.      295,100.      MT  (+/- 180 meters Scaled)
 ER0165
 ER0165                          SUPERSEDED SURVEY CONTROL
 ER0165
 ER0165  NGVD 29 (??/??/92) 1733.361  (m)         5686.87   (f) ADJ UNCH    2 0
 ER0165
 ER0165.Superseded values are not recommended for survey control.
 ER0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0165.See file dsdata.txt to determine how the superseded data were derived.
 ER0165
 ER0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD580404(NAD 83)
 ER0165_MARKER: DB = BENCH MARK DISK
 ER0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0165+STABILITY: SURFACE MOTION
 ER0165
 ER0165  HISTORY     - Date     Condition        Report By
 ER0165  HISTORY     - UNK      MONUMENTED       CGS
 ER0165  HISTORY     - 1934     GOOD             NGS
 ER0165  HISTORY     - 1974     MARK NOT FOUND   USGS
 ER0165
 ER0165                          STATION DESCRIPTION
 ER0165
 ER0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0165'15.5 MI N FROM ST JOHNS.
 ER0165'15.5 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0165'61, 1.7 MILE SOUTH OF ZUNI RIVER BRIDGE, 125 YDS NORTH OF WOODEN
 ER0165'CULVERT, AND 38 FEET EAST OF CENTER LINE OF HWY.  CONCRETE POST 8
 ER0165'INCHES HIGH.
 ER0165
 ER0165                          STATION RECOVERY (1974)
 ER0165
 ER0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ER0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1483 ***********************************************************************
 DV1483  DESIGNATION -  B 480
 DV1483  PID         -  DV1483
 DV1483  STATE/COUNTY-  AZ/LA PAZ
 DV1483  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1483
 DV1483                         *CURRENT SURVEY CONTROL
 DV1483  ___________________________________________________________________
 DV1483* NAD 83(1986)-  33 55 42.     (N)    113 32 31.     (W)     SCALED    
 DV1483* NAVD 88     -       708.260  (meters)    2323.68   (feet)  ADJUSTED  
 DV1483  ___________________________________________________________________
 DV1483  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV1483  DYNAMIC HT  -         707.421 (meters)    2320.93  (feet)  COMP
 DV1483  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DV1483
 DV1483  VERT ORDER  -  FIRST     CLASS II
 DV1483
 DV1483.The horizontal coordinates were scaled from a topographic map and have
 DV1483.an estimated accuracy of +/- 6 seconds.
 DV1483
 DV1483.The orthometric height was determined by differential leveling
 DV1483.and adjusted by the National Geodetic Survey in June 1991..
 DV1483
 DV1483.The geoid height was determined by GEOID03.
 DV1483
 DV1483.The dynamic height is computed by dividing the NAVD 88
 DV1483.geopotential number by the normal gravity value computed on the
 DV1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1483.degrees latitude (g = 980.6199 gals.).
 DV1483
 DV1483.The modeled gravity was interpolated from observed gravity values.
 DV1483
 DV1483;                    North         East    Units  Estimated Accuracy
 DV1483;SPC AZ W     -   324,740.      232,600.      MT  (+/- 180 meters Scaled)
 DV1483
 DV1483                          SUPERSEDED SURVEY CONTROL
 DV1483
 DV1483.No superseded survey control is available for this station.
 DV1483
 DV1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC650571(NAD 83)
 DV1483_MARKER: I = METAL ROD
 DV1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1483_SP_SET: STAINLESS STEEL ROD
 DV1483_STAMPING: B 480 1981
 DV1483_MARK LOGO: NGS   
 DV1483_PROJECTION: FLUSH
 DV1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1483_ROD/PIPE-DEPTH: 2.7  meters
 DV1483
 DV1483  HISTORY     - Date     Condition        Report By
 DV1483  HISTORY     - 1981     MONUMENTED       NGS
 DV1483  HISTORY     - 19990306 GOOD             USPSQD
 DV1483
 DV1483                          STATION DESCRIPTION
 DV1483
 DV1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1483'12.1 KM (7.55 MI) NORTH FROM WENDEN.
 DV1483'12.1 KM (7.55 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1483'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.1 KM (0.05 MI) SOUTH OF THE
 DV1483'SOUTH END OF A ROAD CURVE, SET IN THE NORTHEAST CORNER OF THE T
 DV1483'JUNCTION OF A DIRT ROAD LEADING EAST, 15.5 METERS (51.0 FT) EAST OF
 DV1483'THE CENTERLINE OF WENDEN-LAKE ALAMO ROAD, 18.0 METERS (59.0 FT) NORTH
 DV1483'OF THE CENTERLINE OF THE DIRT ROAD.
 DV1483'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 DV1483'THE MARK IS 0.3 M BELOW THE PAVED ROAD.
 DV1483
 DV1483                          STATION RECOVERY (1999)
 DV1483
 DV1483'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0777 ***********************************************************************
 ET0777  DESIGNATION -  B 481
 ET0777  PID         -  ET0777
 ET0777  STATE/COUNTY-  AZ/MOHAVE
 ET0777  USGS QUAD   -  ALAMO DAM (1990)
 ET0777
 ET0777                         *CURRENT SURVEY CONTROL
 ET0777  ___________________________________________________________________
 ET0777* NAD 83(1986)-  34 14 02.     (N)    113 36 18.     (W)     SCALED    
 ET0777* NAVD 88     -       412.515  (meters)    1353.39   (feet)  ADJUSTED  
 ET0777  ___________________________________________________________________
 ET0777  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0777  DYNAMIC HT  -         412.059 (meters)    1351.90  (feet)  COMP
 ET0777  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 ET0777  OBS GRAVITY -     979,513.2   (mgal)                       GRAV_OBS
 ET0777
 ET0777  VERT ORDER  -  FIRST     CLASS II
 ET0777
 ET0777.The horizontal coordinates were scaled from a topographic map and have
 ET0777.an estimated accuracy of +/- 6 seconds.
 ET0777
 ET0777.The orthometric height was determined by differential leveling
 ET0777.and adjusted by the National Geodetic Survey in June 1991..
 ET0777
 ET0777.The geoid height was determined by GEOID03.
 ET0777
 ET0777.The dynamic height is computed by dividing the NAVD 88
 ET0777.geopotential number by the normal gravity value computed on the
 ET0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0777.degrees latitude (g = 980.6199 gals.).
 ET0777
 ET0777.The modeled gravity was interpolated from observed gravity values.
 ET0777.The observed gravity was obtained from relative gravimeter ties
 ET0777.to the IGSN71 gravity network.
 ET0777
 ET0777;                    North         East    Units  Estimated Accuracy
 ET0777;SPC AZ W     -   358,620.      226,720.      MT  (+/- 180 meters Scaled)
 ET0777
 ET0777                          SUPERSEDED SURVEY CONTROL
 ET0777
 ET0777.No superseded survey control is available for this station.
 ET0777
 ET0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC600911(NAD 83)
 ET0777_MARKER: DB = BENCH MARK DISK
 ET0777_SETTING: 66 = SET IN ROCK OUTCROP
 ET0777_SP_SET: ROCK OUTCROP
 ET0777_STAMPING: B 481 1981
 ET0777_MARK LOGO: NGS   
 ET0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0777+STABILITY: POSITION/ELEVATION WELL
 ET0777
 ET0777  HISTORY     - Date     Condition        Report By
 ET0777  HISTORY     - 1981     MONUMENTED       NGS
 ET0777
 ET0777                          STATION DESCRIPTION
 ET0777
 ET0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0777'0.6 KM (0.4 MI) NORTH FROM ALAMO LAKE.
 ET0777'0.6 KM (0.4 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM THE
 ET0777'SOUTHEAST END OF THE DAM, AT THE TOP OF THE FIRST GRADE IN THE TRAIL,
 ET0777'AT THE EAST END OF A HAIRPIN CURVE, ON THE NORTH SHOULDER OF THE
 ET0777'TRAIL, SET IN TOP OF THE HIGHEST POINT OF A 3 X 3 FOOT ROCK OUTCROP
 ET0777'PROJECTING 1 FOOT, 1.4 METERS (4.6 FT) NORTH OF THE CENTERLINE OF THE
 ET0777'JEEP TRAIL, 27.9 METERS (93.0 FT) WEST OF THE INTERSECTION OF THE
 ET0777'CENTERLINES OF THE JEEP TRAIL AND AN ABANDONED GRADED ROAD LEADING
 ET0777'EAST, 14.0 METERS (46.0 FT) EAST OF THE WEST END OF A ROCK ROAD CUT,
 ET0777'THE MARK IS 3.0 METERS  S FROM A WITNESS POST.
 ET0777'THE MARK IS 0.3 M ABOVE THE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0800 ***********************************************************************
 ET0800  DESIGNATION -  B 482
 ET0800  PID         -  ET0800
 ET0800  STATE/COUNTY-  AZ/MOHAVE
 ET0800  USGS QUAD   -  SIGNAL (1990)
 ET0800
 ET0800                         *CURRENT SURVEY CONTROL
 ET0800  ___________________________________________________________________
 ET0800* NAD 83(1986)-  34 23 35.     (N)    113 43 42.     (W)     SCALED    
 ET0800* NAVD 88     -       751.009  (meters)    2463.94   (feet)  ADJUSTED  
 ET0800  ___________________________________________________________________
 ET0800  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 ET0800  DYNAMIC HT  -         750.128 (meters)    2461.04  (feet)  COMP
 ET0800  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 ET0800  OBS GRAVITY -     979,437.1   (mgal)                       GRAV_OBS
 ET0800
 ET0800  VERT ORDER  -  FIRST     CLASS II
 ET0800
 ET0800.The horizontal coordinates were scaled from a topographic map and have
 ET0800.an estimated accuracy of +/- 6 seconds.
 ET0800
 ET0800.The orthometric height was determined by differential leveling
 ET0800.and adjusted by the National Geodetic Survey in June 1991..
 ET0800
 ET0800.The geoid height was determined by GEOID03.
 ET0800
 ET0800.The dynamic height is computed by dividing the NAVD 88
 ET0800.geopotential number by the normal gravity value computed on the
 ET0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0800.degrees latitude (g = 980.6199 gals.).
 ET0800
 ET0800.The modeled gravity was interpolated from observed gravity values.
 ET0800.The observed gravity was obtained from relative gravimeter ties
 ET0800.to the IGSN71 gravity network.
 ET0800
 ET0800;                    North         East    Units  Estimated Accuracy
 ET0800;SPC AZ W     -   376,260.      215,350.      MT  (+/- 180 meters Scaled)
 ET0800
 ET0800                          SUPERSEDED SURVEY CONTROL
 ET0800
 ET0800.No superseded survey control is available for this station.
 ET0800
 ET0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD491091(NAD 83)
 ET0800_MARKER: I = METAL ROD
 ET0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0800_SP_SET: STAINLESS STEEL ROD
 ET0800_STAMPING: B 482 1981
 ET0800_MARK LOGO: NGS   
 ET0800_PROJECTION: FLUSH
 ET0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0800_ROD/PIPE-DEPTH: 0.75 meters
 ET0800
 ET0800  HISTORY     - Date     Condition        Report By
 ET0800  HISTORY     - 1981     MONUMENTED       NGS
 ET0800
 ET0800                          STATION DESCRIPTION
 ET0800
 ET0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0800'72.3 KM (44.95 MI) SE FROM YUCCA.
 ET0800'72.3 KM (44.95 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0800'INTERSTATE HIGHWAY 40 IN YUCCA, 0.55 KM (0.35 MI) SOUTHEAST OF THE
 ET0800'SUMMIT OF A ROAD GRADE IN A SADDLE, 0.1 KM (0.05 MI) SOUTHEAST OF A Y
 ET0800'JUNCTION OF THE NEW AND OLD ALAMO ROAD, ALSO 2.4 KM (1.5 MI) DUE NORTH
 ET0800'CROSS-COUNTRY FROM PLOTTS MOUNTAIN, 10.7 METERS (35.0 FT) SOUTHWEST OF
 ET0800'THE CENTERLINE OF THE ROAD.
 ET0800'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 ET0800'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0908 ***********************************************************************
 FS0908  DESIGNATION -  B 484
 FS0908  PID         -  FS0908
 FS0908  STATE/COUNTY-  AZ/MOHAVE
 FS0908  USGS QUAD   -  KINGMAN (1980)
 FS0908
 FS0908                         *CURRENT SURVEY CONTROL
 FS0908  ___________________________________________________________________
 FS0908* NAD 83(1986)-  35 11 16.     (N)    114 03 47.     (W)     SCALED    
 FS0908* NAVD 88     -      1011.146  (meters)    3317.40   (feet)  ADJUSTED  
 FS0908  ___________________________________________________________________
 FS0908  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0908  DYNAMIC HT  -        1009.959 (meters)    3313.51  (feet)  COMP
 FS0908  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FS0908
 FS0908  VERT ORDER  -  FIRST     CLASS II
 FS0908
 FS0908.The horizontal coordinates were scaled from a topographic map and have
 FS0908.an estimated accuracy of +/- 6 seconds.
 FS0908
 FS0908.The orthometric height was determined by differential leveling
 FS0908.and adjusted by the National Geodetic Survey in June 1991..
 FS0908
 FS0908.The geoid height was determined by GEOID03.
 FS0908
 FS0908.The dynamic height is computed by dividing the NAVD 88
 FS0908.geopotential number by the normal gravity value computed on the
 FS0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0908.degrees latitude (g = 980.6199 gals.).
 FS0908
 FS0908.The modeled gravity was interpolated from observed gravity values.
 FS0908
 FS0908;                    North         East    Units  Estimated Accuracy
 FS0908;SPC AZ W     -   464,470.      184,850.      MT  (+/- 180 meters Scaled)
 FS0908
 FS0908                          SUPERSEDED SURVEY CONTROL
 FS0908
 FS0908.No superseded survey control is available for this station.
 FS0908
 FS0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU674978(NAD 83)
 FS0908_MARKER: DB = BENCH MARK DISK
 FS0908_SETTING: 66 = SET IN ROCK OUTCROP
 FS0908_SP_SET: ROCK OUTCROP
 FS0908_STAMPING: B 484 1981
 FS0908_MARK LOGO: NGS   
 FS0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0908+STABILITY: POSITION/ELEVATION WELL
 FS0908
 FS0908  HISTORY     - Date     Condition        Report By
 FS0908  HISTORY     - UNK      MONUMENTED
 FS0908  HISTORY     - 1982     GOOD             NGS
 FS0908  HISTORY     - 1982     GOOD             NGS
 FS0908
 FS0908                          STATION DESCRIPTION
 FS0908
 FS0908'DESCRIBED UNK
 FS0908'1.3 KM (0.8 MI) SOUTH FROM KINGMAN.
 FS0908'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0908'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 0.5 KM (0.3 MI) SOUTH
 FS0908'ALONG OLD US HIGHWAY 66, 0.05 MI NORTH OF A RAVINE WITH A BOX CULVERT,
 FS0908'IN TOP OF A MASSIVE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 FS0908'15.8 METERS (52 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 17.7
 FS0908'METERS (58 FT) NORTH OF THE HIGHEST POINT OF THE OUTCROP.
 FS0908'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FS0908'THE MARK IS 1.5 M ABOVE THE OLD HIGHWAY.
 FS0908
 FS0908                          STATION RECOVERY (1982)
 FS0908
 FS0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0908'RECOVERED IN GOOD CONDITION.
 FS0908
 FS0908                          STATION RECOVERY (1982)
 FS0908
 FS0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0775 ***********************************************************************
 EU0775  DESIGNATION -  B 485
 EU0775  PID         -  EU0775
 EU0775  STATE/COUNTY-  AZ/MOHAVE
 EU0775  USGS QUAD   -  FRANCONIA (1970)
 EU0775
 EU0775                         *CURRENT SURVEY CONTROL
 EU0775  ___________________________________________________________________
 EU0775* NAD 83(1986)-  34 43 53.     (N)    114 16 22.     (W)     SCALED    
 EU0775* NAVD 88     -       339.921  (meters)    1115.22   (feet)  ADJUSTED  
 EU0775  ___________________________________________________________________
 EU0775  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EU0775  DYNAMIC HT  -         339.556 (meters)    1114.03  (feet)  COMP
 EU0775  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 EU0775
 EU0775  VERT ORDER  -  FIRST     CLASS II
 EU0775
 EU0775.The horizontal coordinates were scaled from a topographic map and have
 EU0775.an estimated accuracy of +/- 6 seconds.
 EU0775
 EU0775.The orthometric height was determined by differential leveling
 EU0775.and adjusted by the National Geodetic Survey in June 1991..
 EU0775
 EU0775.The geoid height was determined by GEOID03.
 EU0775
 EU0775.The dynamic height is computed by dividing the NAVD 88
 EU0775.geopotential number by the normal gravity value computed on the
 EU0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0775.degrees latitude (g = 980.6199 gals.).
 EU0775
 EU0775.The modeled gravity was interpolated from observed gravity values.
 EU0775
 EU0775;                    North         East    Units  Estimated Accuracy
 EU0775;SPC AZ W     -   413,920.      165,480.      MT  (+/- 180 meters Scaled)
 EU0775
 EU0775                          SUPERSEDED SURVEY CONTROL
 EU0775
 EU0775.No superseded survey control is available for this station.
 EU0775
 EU0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU497466(NAD 83)
 EU0775_MARKER: DB = BENCH MARK DISK
 EU0775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0775_SP_SET: HEADWALL
 EU0775_STAMPING: B 485 1981
 EU0775_MARK LOGO: NGS   
 EU0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0775+STABILITY: SURFACE MOTION
 EU0775
 EU0775  HISTORY     - Date     Condition        Report By
 EU0775  HISTORY     - 1981     MONUMENTED       NGS
 EU0775
 EU0775                          STATION DESCRIPTION
 EU0775
 EU0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0775'19.6 KM (12.2 MI) NE FROM TOPOCK.
 EU0775'19.6 KM (12.2 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0775'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE EAST END OF
 EU0775'THE SOUTH HEADWALL OF A CULVERT UNDER THE WEST BOUND TRAFFIC LANES,
 EU0775'13.2 METERS (43.5 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0775'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0918 ***********************************************************************
 FS0918  DESIGNATION -  B 486
 FS0918  PID         -  FS0918
 FS0918  STATE/COUNTY-  AZ/MOHAVE
 FS0918  USGS QUAD   -  KINGMAN (1980)
 FS0918
 FS0918                         *CURRENT SURVEY CONTROL
 FS0918  ___________________________________________________________________
 FS0918* NAD 83(1986)-  35 12 38.     (N)    114 06 28.     (W)     SCALED    
 FS0918* NAVD 88     -      1128.010  (meters)    3700.81   (feet)  ADJUSTED  
 FS0918  ___________________________________________________________________
 FS0918  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0918  DYNAMIC HT  -        1126.675 (meters)    3696.43  (feet)  COMP
 FS0918  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 FS0918
 FS0918  VERT ORDER  -  FIRST     CLASS II
 FS0918
 FS0918.The horizontal coordinates were scaled from a topographic map and have
 FS0918.an estimated accuracy of +/- 6 seconds.
 FS0918
 FS0918.The orthometric height was determined by differential leveling
 FS0918.and adjusted by the National Geodetic Survey in June 1991..
 FS0918
 FS0918.The geoid height was determined by GEOID03.
 FS0918
 FS0918.The dynamic height is computed by dividing the NAVD 88
 FS0918.geopotential number by the normal gravity value computed on the
 FS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0918.degrees latitude (g = 980.6199 gals.).
 FS0918
 FS0918.The modeled gravity was interpolated from observed gravity values.
 FS0918
 FS0918;                    North         East    Units  Estimated Accuracy
 FS0918;SPC AZ W     -   467,010.      180,790.      MT  (+/- 180 meters Scaled)
 FS0918
 FS0918                          SUPERSEDED SURVEY CONTROL
 FS0918
 FS0918.No superseded survey control is available for this station.
 FS0918
 FS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV632002(NAD 83)
 FS0918_MARKER: DB = BENCH MARK DISK
 FS0918_SETTING: 66 = SET IN ROCK OUTCROP
 FS0918_SP_SET: ROCK OUTCROP
 FS0918_STAMPING: B 486 1982
 FS0918_MARK LOGO: NGS   
 FS0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0918+STABILITY: POSITION/ELEVATION WELL
 FS0918
 FS0918  HISTORY     - Date     Condition        Report By
 FS0918  HISTORY     - 1982     MONUMENTED       NGS
 FS0918
 FS0918                          STATION DESCRIPTION
 FS0918
 FS0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0918'4.8 KM (3.0 MI) NW FROM KINGMAN.
 FS0918'4.8 KM (3.0 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0918'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A 4 BY 6 FOOT VOLCANIC
 FS0918'OUTCROP, BETWEEN THE HIGHWAY AND THE OLD HIGHWAY GRADE, 30.4 METERS
 FS0918'(100 FT) NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST END OF
 FS0918'A GUARDRAIL, 23.7 METERS (78 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0918'HIGHWAY, 7.3 METERS (24 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD
 FS0918'HIGHWAY, 7.6 METERS (25 FT) SOUTHWEST OF A FENCE, 3 FEET BELOW THE
 FS0918'LEVEL OF THE OLD HIGHWAY.
 FS0918'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FS0918'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0702 ***********************************************************************
 FR0702  DESIGNATION -  B 487
 FR0702  PID         -  FR0702
 FR0702  STATE/COUNTY-  AZ/MOHAVE
 FR0702  USGS QUAD   -  VALENTINE (1980)
 FR0702
 FR0702                         *CURRENT SURVEY CONTROL
 FR0702  ___________________________________________________________________
 FR0702* NAD 83(1986)-  35 24 39.     (N)    113 38 53.     (W)     SCALED    
 FR0702* NAVD 88     -      1197.646  (meters)    3929.28   (feet)  ADJUSTED  
 FR0702  ___________________________________________________________________
 FR0702  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FR0702  DYNAMIC HT  -        1196.181 (meters)    3924.47  (feet)  COMP
 FR0702  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 FR0702
 FR0702  VERT ORDER  -  FIRST     CLASS II
 FR0702
 FR0702.The horizontal coordinates were scaled from a topographic map and have
 FR0702.an estimated accuracy of +/- 6 seconds.
 FR0702
 FR0702.The orthometric height was determined by differential leveling
 FR0702.and adjusted by the National Geodetic Survey in June 1991..
 FR0702
 FR0702.The geoid height was determined by GEOID03.
 FR0702
 FR0702.The dynamic height is computed by dividing the NAVD 88
 FR0702.geopotential number by the normal gravity value computed on the
 FR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0702.degrees latitude (g = 980.6199 gals.).
 FR0702
 FR0702.The modeled gravity was interpolated from observed gravity values.
 FR0702
 FR0702;                    North         East    Units  Estimated Accuracy
 FR0702;SPC AZ W     -   489,170.      222,620.      MT  (+/- 180 meters Scaled)
 FR0702
 FR0702                          SUPERSEDED SURVEY CONTROL
 FR0702
 FR0702.No superseded survey control is available for this station.
 FR0702
 FR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE595218(NAD 83)
 FR0702_MARKER: DB = BENCH MARK DISK
 FR0702_SETTING: 66 = SET IN ROCK OUTCROP
 FR0702_SP_SET: ROCK OUTCROP
 FR0702_STAMPING: B 487 1982
 FR0702_MARK LOGO: NGS   
 FR0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0702+STABILITY: POSITION/ELEVATION WELL
 FR0702
 FR0702  HISTORY     - Date     Condition        Report By
 FR0702  HISTORY     - 1982     MONUMENTED       NGS
 FR0702
 FR0702                          STATION DESCRIPTION
 FR0702
 FR0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0702'26.6 KM (16.5 MI) SW FROM PEACH SPRINGS.
 FR0702'26.6 KM (16.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0702'OFFICE AT PEACH SPRINGS, 0.16 KM (0.1 MILE) NORTHEAST OF MILEPOST 87,
 FR0702'36.5 METERS (120.0 FEET) SOUTHWEST OF THE SOUTHWEST END OF A HIGH CUT
 FR0702'BANK, 13.4 METERS (44.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 FR0702'HIGHWAY, 9.1 METERS (30.0 FEET) NORTHEAST OF THE NORTHEAST END OF A
 FR0702'LOW HIGHWAY CUT, 5.4 METERS (18.0 FEET) SOUTHEAST OF A FENCE, 1.8
 FR0702'METERS (6.0 FEET) NORTH OF A POINT DIRECTLY UNDER A POWER LINE, IN TOP
 FR0702'OF THE LOWER PORTION OF A SLANTING MASSIVE GARNITE OUTCROP.
 FR0702'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0702'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0729 ***********************************************************************
 FR0729  DESIGNATION -  B 488
 FR0729  PID         -  FR0729
 FR0729  STATE/COUNTY-  AZ/MOHAVE
 FR0729  USGS QUAD   -  NELSON (1967)
 FR0729
 FR0729                         *CURRENT SURVEY CONTROL
 FR0729  ___________________________________________________________________
 FR0729* NAD 83(1986)-  35 33 09.     (N)    113 20 44.     (W)     SCALED    
 FR0729* NAVD 88     -      1588.650  (meters)    5212.10   (feet)  ADJUSTED  
 FR0729  ___________________________________________________________________
 FR0729  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FR0729  DYNAMIC HT  -        1586.618 (meters)    5205.43  (feet)  COMP
 FR0729  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 FR0729
 FR0729  VERT ORDER  -  FIRST     CLASS II
 FR0729
 FR0729.The horizontal coordinates were scaled from a topographic map and have
 FR0729.an estimated accuracy of +/- 6 seconds.
 FR0729
 FR0729.The orthometric height was determined by differential leveling
 FR0729.and adjusted by the National Geodetic Survey in June 1991..
 FR0729
 FR0729.The geoid height was determined by GEOID03.
 FR0729
 FR0729.The dynamic height is computed by dividing the NAVD 88
 FR0729.geopotential number by the normal gravity value computed on the
 FR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0729.degrees latitude (g = 980.6199 gals.).
 FR0729
 FR0729.The modeled gravity was interpolated from observed gravity values.
 FR0729
 FR0729;                    North         East    Units  Estimated Accuracy
 FR0729;SPC AZ W     -   504,960.      250,030.      MT  (+/- 180 meters Scaled)
 FR0729
 FR0729                          SUPERSEDED SURVEY CONTROL
 FR0729
 FR0729.No superseded survey control is available for this station.
 FR0729
 FR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE873368(NAD 83)
 FR0729_MARKER: DB = BENCH MARK DISK
 FR0729_SETTING: 66 = SET IN ROCK OUTCROP
 FR0729_SP_SET: ROCK OUTCROP
 FR0729_STAMPING: B 488 1982
 FR0729_MARK LOGO: NGS   
 FR0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0729+STABILITY: POSITION/ELEVATION WELL
 FR0729
 FR0729  HISTORY     - Date     Condition        Report By
 FR0729  HISTORY     - 1982     MONUMENTED       NGS
 FR0729
 FR0729                          STATION DESCRIPTION
 FR0729
 FR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0729'11.1 KM (6.9 MI) EAST FROM PEACH SPRINGS.
 FR0729'11.1 KM (6.9 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0729'PEACH SPRINGS, 1.0 KM (0.65 MI) WEST OF THE MOHAVE-COCONINO COUNTY
 FR0729'LINE, 0.6 KM (0.4 MI) WEST OF MILEPOST 109, 0.2 KM (0.1 MI) SOUTHEAST
 FR0729'OF A 45 DEGREE ANGLE IN A POWER POLE LINE, IN TOP OF A MASSIVE
 FR0729'LIMESTONE OUTCROP PROJECTING 2 FEET ABOVE THE GROUND AND AT THE EAST
 FR0729'END OF A HIGHWAY CUT, 20.7 METERS (68 FT) NORTH OF A FENCE, 14.3
 FR0729'METERS (47 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21.3 METERS (70
 FR0729'FT) WEST OF THE EAST END OF A HIGHWAY CUT.
 FR0729'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FR0729'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0763 ***********************************************************************
 FR0763  DESIGNATION -  B 489
 FR0763  PID         -  FR0763
 FR0763  STATE/COUNTY-  AZ/YAVAPAI
 FR0763  USGS QUAD   -  ASH FORK (1979)
 FR0763
 FR0763                         *CURRENT SURVEY CONTROL
 FR0763  ___________________________________________________________________
 FR0763* NAD 83(1986)-  35 13 09.     (N)    112 28 25.     (W)     SCALED    
 FR0763* NAVD 88     -      1572.206  (meters)    5158.15   (feet)  ADJUSTED  
 FR0763  ___________________________________________________________________
 FR0763  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 FR0763  DYNAMIC HT  -        1570.137 (meters)    5151.36  (feet)  COMP
 FR0763  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FR0763
 FR0763  VERT ORDER  -  FIRST     CLASS II
 FR0763
 FR0763.The horizontal coordinates were scaled from a topographic map and have
 FR0763.an estimated accuracy of +/- 6 seconds.
 FR0763
 FR0763.The orthometric height was determined by differential leveling
 FR0763.and adjusted by the National Geodetic Survey in June 1991..
 FR0763
 FR0763.The geoid height was determined by GEOID03.
 FR0763
 FR0763.The dynamic height is computed by dividing the NAVD 88
 FR0763.geopotential number by the normal gravity value computed on the
 FR0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0763.degrees latitude (g = 980.6199 gals.).
 FR0763
 FR0763.The modeled gravity was interpolated from observed gravity values.
 FR0763
 FR0763;                    North         East    Units  Estimated Accuracy
 FR0763;SPC AZ C     -   468,030.      162,660.      MT  (+/- 180 meters Scaled)
 FR0763
 FR0763                          SUPERSEDED SURVEY CONTROL
 FR0763
 FR0763.No superseded survey control is available for this station.
 FR0763
 FR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD658983(NAD 83)
 FR0763_MARKER: DB = BENCH MARK DISK
 FR0763_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FR0763_SP_SET: GUARDRAIL
 FR0763_STAMPING: B 489 1982
 FR0763_MARK LOGO: NGS   
 FR0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0763
 FR0763  HISTORY     - Date     Condition        Report By
 FR0763  HISTORY     - 1982     MONUMENTED       NGS
 FR0763
 FR0763                          STATION DESCRIPTION
 FR0763
 FR0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0763'IN ASH FORK.
 FR0763'AT INTERSTATE HIGHWAY 40 EAST BOUND TRAFFIC LANES BRIDGE OVER US
 FR0763'HIGHWAY 89 IN ASH FORK, IN TOP OF THE SOUTH GUARD RAIL, 0.9 METER (3
 FR0763'FT) WEST OF THE EAST END, 36.5 METERS (120 FT) EAST OF THE CENTERLINE
 FR0763'OF US HIGHWAY 89, 7.3 METERS (24 FT) SOUTH OF THE CENTERLINE OF THE
 FR0763'EAST BOUND LANES.
 FR0763'THE MARK IS 1 M ABOVE I-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0041 ***********************************************************************
 GP0041  DESIGNATION -  B 49
 GP0041  PID         -  GP0041
 GP0041  STATE/COUNTY-  AZ/NAVAJO
 GP0041  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0041
 GP0041                         *CURRENT SURVEY CONTROL
 GP0041  ___________________________________________________________________
 GP0041* NAD 83(1986)-  36 36 36.     (N)    110 28 24.     (W)     SCALED    
 GP0041* NAVD 88     -      1930.149  (meters)    6332.50   (feet)  ADJUSTED  
 GP0041  ___________________________________________________________________
 GP0041  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GP0041  DYNAMIC HT  -        1927.736 (meters)    6324.58  (feet)  COMP
 GP0041  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 GP0041
 GP0041  VERT ORDER  -  FIRST     CLASS II
 GP0041
 GP0041.The horizontal coordinates were scaled from a topographic map and have
 GP0041.an estimated accuracy of +/- 6 seconds.
 GP0041
 GP0041.The orthometric height was determined by differential leveling
 GP0041.and adjusted by the National Geodetic Survey in June 1991..
 GP0041
 GP0041.The geoid height was determined by GEOID03.
 GP0041
 GP0041.The dynamic height is computed by dividing the NAVD 88
 GP0041.geopotential number by the normal gravity value computed on the
 GP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0041.degrees latitude (g = 980.6199 gals.).
 GP0041
 GP0041.The modeled gravity was interpolated from observed gravity values.
 GP0041
 GP0041;                    North         East    Units  Estimated Accuracy
 GP0041;SPC AZ E     -   622,240.      185,930.      MT  (+/- 180 meters Scaled)
 GP0041
 GP0041                          SUPERSEDED SURVEY CONTROL
 GP0041
 GP0041.No superseded survey control is available for this station.
 GP0041
 GP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF470517(NAD 83)
 GP0041_MARKER: DB = BENCH MARK DISK
 GP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0041_STAMPING: B-49 1934
 GP0041_MARK LOGO: CGS   
 GP0041_PROJECTION: PROJECTING 30 CENTIMETERS
 GP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0041+STABILITY: SURFACE MOTION
 GP0041
 GP0041  HISTORY     - Date     Condition        Report By
 GP0041  HISTORY     - 1934     MONUMENTED       CGS
 GP0041  HISTORY     - 1983     GOOD             NGS
 GP0041
 GP0041                          STATION DESCRIPTION
 GP0041
 GP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0041'15.6 MI SW FROM KAYENTA.
 GP0041'15.6 MILES SOUTH WEST OF, ALONG TUBA CITY ROAD.  AT ROAD FORK TO
 GP0041'SHONTO.  47 FT. WEST OF CENTER LINE OF TUBA CITY ROAD.  34 FT. WEST OF
 GP0041'TELEPHONE LINE.  40 FT. SOUTH EAST OF CENTER LINE OF ROAD TO SHONTO.
 GP0041
 GP0041                          STATION RECOVERY (1983)
 GP0041
 GP0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0041'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.8 KM
 GP0041'(14.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0041'U.S. HIGHWAY 163 IN KAYENTA, 6.8 KM (4.2 MI) NORTHEAST OF STATE
 GP0041'HIGHWAY 564, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 379, 60.4 METERS
 GP0041'(198.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 30.8 METERS
 GP0041'(101.0 FT) WEST OF A FENCE, AND 10.2 METERS (33.5 FT) SOUTHWEST OF A
 GP0041'UTILITY POLE.  NOTE=THIS MARK WAS REPORTED DESTROYED IN 1965- BY THE
 GP0041'UNIVERSITY OF UTAH.
 GP0041'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GP0041'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0789 ***********************************************************************
 FR0789  DESIGNATION -  B 490
 FR0789  PID         -  FR0789
 FR0789  STATE/COUNTY-  AZ/COCONINO
 FR0789  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0789
 FR0789                         *CURRENT SURVEY CONTROL
 FR0789  ___________________________________________________________________
 FR0789* NAD 83(1992)-  35 15 47.94252(N)    112 01 21.80296(W)     ADJUSTED  
 FR0789* NAVD 88     -      2136.194  (meters)    7008.50   (feet)  ADJUSTED  
 FR0789  ___________________________________________________________________
 FR0789  X           -  -1,955,618.723 (meters)                     COMP
 FR0789  Y           -  -4,834,804.768 (meters)                     COMP
 FR0789  Z           -   3,662,978.169 (meters)                     COMP
 FR0789  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FR0789  ELLIP HEIGHT-        2112.78  (meters)          (08/22/05) GPS OBS
 FR0789  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FR0789  DYNAMIC HT  -        2133.166 (meters)    6998.56  (feet)  COMP
 FR0789  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 FR0789
 FR0789  HORZ ORDER  -  B
 FR0789  VERT ORDER  -  FIRST     CLASS II
 FR0789  ELLP ORDER  -  THIRD     CLASS I
 FR0789
 FR0789.The horizontal coordinates were established by GPS observations
 FR0789.and adjusted by the National Geodetic Survey in August 2005..
 FR0789
 FR0789.The orthometric height was determined by differential leveling
 FR0789.and adjusted by the National Geodetic Survey in June 1991..
 FR0789
 FR0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0789
 FR0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0789
 FR0789.The ellipsoidal height was determined by GPS observations
 FR0789.and is referenced to NAD 83.
 FR0789
 FR0789.The geoid height was determined by GEOID03.
 FR0789
 FR0789.The dynamic height is computed by dividing the NAVD 88
 FR0789.geopotential number by the normal gravity value computed on the
 FR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0789.degrees latitude (g = 980.6199 gals.).
 FR0789
 FR0789.The modeled gravity was interpolated from observed gravity values.
 FR0789
 FR0789;                    North         East     Units Scale Factor Converg.
 FR0789;SPC AZ C     -   472,789.667   203,710.388   MT  0.99990115   -0 03 40.4
 FR0789;SPC AZ C     - 1,551,147.20    668,341.17   iFT  0.99990115   -0 03 40.4
 FR0789;UTM  12      - 3,902,723.962   406,973.122   MT  0.99970665   -0 35 25.8
 FR0789
 FR0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0789!SPC AZ C     -   0.99966848  x   0.99990115  =   0.99956967
 FR0789!UTM  12      -   0.99966848  x   0.99970665  =   0.99937523
 FR0789
 FR0789                          SUPERSEDED SURVEY CONTROL
 FR0789
 FR0789  NAVD 88 (08/22/05) 2136.19   (m)         7008.5    (f) LEVELING    3  
 FR0789
 FR0789.Superseded values are not recommended for survey control.
 FR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0789.See file dsdata.txt to determine how the superseded data were derived.
 FR0789
 FR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0697302724(NAD 83)
 FR0789_MARKER: DB = BENCH MARK DISK
 FR0789_SETTING: 66 = SET IN ROCK OUTCROP
 FR0789_SP_SET: ROCK OUTCROP
 FR0789_STAMPING: B 490 1982
 FR0789_MARK LOGO: NGS   
 FR0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0789+STABILITY: POSITION/ELEVATION WELL
 FR0789
 FR0789  HISTORY     - Date     Condition        Report By
 FR0789  HISTORY     - 1982     MONUMENTED       NGS
 FR0789
 FR0789                          STATION DESCRIPTION
 FR0789
 FR0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0789'16.6 KM (10.4 MI) EAST FROM WILLIAMS.
 FR0789'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0789'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0789'ALONG INTERSTATE HIGHWAY 40, THENCE 3.0 KM (1.9 MI) EAST ALONG PARKS
 FR0789'ROAD, NEAR THE TOP OF THE OLD HIGHWAY GRADE, PARKS ROAD NOW, IN TOP A
 FR0789'VOLCANIC OUTCROP PROJECTING 1 FOOT FROM THE RED VOLCANIC CINDER CUT,
 FR0789'41.1 METERS (135 FT) WEST OF THE EAST END OF OF A HIGHWAY CUT AND A
 FR0789'CORRAL, 13.7 METERS (45 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.9
 FR0789'METERS (26 FT) NORTH OF AND 10 FEET LOWER THAN A FENCE.
 FR0789'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0789'THE MARK IS 2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0398 ***********************************************************************
 FQ0398  DESIGNATION -  B 491
 FQ0398  PID         -  FQ0398
 FQ0398  STATE/COUNTY-  AZ/COCONINO
 FQ0398  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0398
 FQ0398                         *CURRENT SURVEY CONTROL
 FQ0398  ___________________________________________________________________
 FQ0398* NAD 83(1986)-  35 05 54.     (N)    111 43 58.     (W)     SCALED    
 FQ0398* NAVD 88     -      2085.990  (meters)    6843.79   (feet)  ADJUSTED  
 FQ0398  ___________________________________________________________________
 FQ0398  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FQ0398  DYNAMIC HT  -        2083.072 (meters)    6834.21  (feet)  COMP
 FQ0398  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 FQ0398
 FQ0398  VERT ORDER  -  FIRST     CLASS II
 FQ0398
 FQ0398.The horizontal coordinates were scaled from a topographic map and have
 FQ0398.an estimated accuracy of +/- 6 seconds.
 FQ0398
 FQ0398.The orthometric height was determined by differential leveling
 FQ0398.and adjusted by the National Geodetic Survey in June 1991..
 FQ0398
 FQ0398.The geoid height was determined by GEOID03.
 FQ0398
 FQ0398.The dynamic height is computed by dividing the NAVD 88
 FQ0398.geopotential number by the normal gravity value computed on the
 FQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0398.degrees latitude (g = 980.6199 gals.).
 FQ0398
 FQ0398.The modeled gravity was interpolated from observed gravity values.
 FQ0398
 FQ0398;                    North         East    Units  Estimated Accuracy
 FQ0398;SPC AZ C     -   454,500.      230,130.      MT  (+/- 180 meters Scaled)
 FQ0398
 FQ0398                          SUPERSEDED SURVEY CONTROL
 FQ0398
 FQ0398.No superseded survey control is available for this station.
 FQ0398
 FQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD332841(NAD 83)
 FQ0398_MARKER: DB = BENCH MARK DISK
 FQ0398_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0398_SP_SET: ROCK OUTCROP
 FQ0398_STAMPING: B 491 1982
 FQ0398_MARK LOGO: NGS   
 FQ0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0398+STABILITY: POSITION/ELEVATION WELL
 FQ0398
 FQ0398  HISTORY     - Date     Condition        Report By
 FQ0398  HISTORY     - 1982     MONUMENTED       NGS
 FQ0398
 FQ0398                          STATION DESCRIPTION
 FQ0398
 FQ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0398'10.9 KM (6.8 MI) SW FROM FLAGSTAFF.
 FQ0398'10.9 KM (6.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0398'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.3 KM (0.2
 FQ0398'MI) SOUTHWEST OF MILE POST 395, IN TOP OF THE SOUTH END OF A MASSIVE
 FQ0398'OUTCROP CUT, 6.0 METERS (20.0 FT) EAST OF THE HIGHWAY CENTERLINE, 9.1
 FQ0398'METERS (30.0 FT) EAST OF A GUARD RAIL, 9.1 METERS (30.0 FT) WEST OF
 FQ0398'THE RIGHT OF WAY FENCE, 4.5 METERS (15.0 FT) NORTH OF THE SOUTH END OF
 FQ0398'THE CUT.
 FQ0398'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0398'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0449 ***********************************************************************
 FQ0449  DESIGNATION -  B 492
 FQ0449  PID         -  FQ0449
 FQ0449  STATE/COUNTY-  AZ/COCONINO
 FQ0449  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0449
 FQ0449                         *CURRENT SURVEY CONTROL
 FQ0449  ___________________________________________________________________
 FQ0449* NAD 83(1986)-  35 12 32.     (N)    111 38 34.     (W)     SCALED    
 FQ0449* NAVD 88     -      2138.685  (meters)    7016.67   (feet)  ADJUSTED  
 FQ0449  ___________________________________________________________________
 FQ0449  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0449  DYNAMIC HT  -        2135.639 (meters)    7006.68  (feet)  COMP
 FQ0449  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 FQ0449
 FQ0449  VERT ORDER  -  FIRST     CLASS II
 FQ0449
 FQ0449.The horizontal coordinates were scaled from a topographic map and have
 FQ0449.an estimated accuracy of +/- 6 seconds.
 FQ0449
 FQ0449.The orthometric height was determined by differential leveling
 FQ0449.and adjusted by the National Geodetic Survey in June 1991..
 FQ0449
 FQ0449.The geoid height was determined by GEOID03.
 FQ0449
 FQ0449.The dynamic height is computed by dividing the NAVD 88
 FQ0449.geopotential number by the normal gravity value computed on the
 FQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0449.degrees latitude (g = 980.6199 gals.).
 FQ0449
 FQ0449.The modeled gravity was interpolated from observed gravity values.
 FQ0449
 FQ0449;                    North         East    Units  Estimated Accuracy
 FQ0449;SPC AZ C     -   466,780.      238,300.      MT  (+/- 180 meters Scaled)
 FQ0449
 FQ0449                          SUPERSEDED SURVEY CONTROL
 FQ0449
 FQ0449.No superseded survey control is available for this station.
 FQ0449
 FQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD414963(NAD 83)
 FQ0449_MARKER: DB = BENCH MARK DISK
 FQ0449_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0449_SP_SET: ROCK OUTCROP
 FQ0449_STAMPING: B 492 1982
 FQ0449_MARK LOGO: NGS   
 FQ0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0449+STABILITY: POSITION/ELEVATION WELL
 FQ0449
 FQ0449  HISTORY     - Date     Condition        Report By
 FQ0449  HISTORY     - 1982     MONUMENTED       NGS
 FQ0449
 FQ0449                          STATION DESCRIPTION
 FQ0449
 FQ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0449'5.1 KM (3.2 MI) NORTH FROM FLAGSTAFF.
 FQ0449'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0449'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.4 KM (0.9 MI)
 FQ0449'NORTH ALONG SAN FRANCISCO STREET, IN TOP OF A PORTION OF MASSIVE
 FQ0449'OUTCROP AT THE EAST EDGE OF A CHAIN LINK FENCE AROUND A FOREST SERVICE
 FQ0449'YARD, 10.9 METERS (36 FT) WEST OF THE CENTER OF SAN FRANCISCO STREET,
 FQ0449'21.3 METERS (70 FT) NORTH OF THE NORTH END OF A GATE, 4.5 METERS (15
 FQ0449'FT) SOUTHWEST OF A CABLE POLE, 0.9 METER (3 FT) EAST OF A FENCE.
 FQ0449'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0449'THE MARK IS 1.0 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0658 ***********************************************************************
 ES0658  DESIGNATION -  B 493
 ES0658  PID         -  ES0658
 ES0658  STATE/COUNTY-  AZ/YAVAPAI
 ES0658  USGS QUAD   -  SEDONA (1969)
 ES0658
 ES0658                         *CURRENT SURVEY CONTROL
 ES0658  ___________________________________________________________________
 ES0658* NAD 83(1986)-  34 50 40.     (N)    111 50 56.     (W)     SCALED    
 ES0658* NAVD 88     -      1274.143  (meters)    4180.25   (feet)  ADJUSTED  
 ES0658  ___________________________________________________________________
 ES0658  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES0658  DYNAMIC HT  -        1272.498 (meters)    4174.85  (feet)  COMP
 ES0658  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 ES0658
 ES0658  VERT ORDER  -  FIRST     CLASS II
 ES0658
 ES0658.The horizontal coordinates were scaled from a topographic map and have
 ES0658.an estimated accuracy of +/- 6 seconds.
 ES0658
 ES0658.The orthometric height was determined by differential leveling
 ES0658.and adjusted by the National Geodetic Survey in June 1991..
 ES0658
 ES0658.The geoid height was determined by GEOID03.
 ES0658
 ES0658.The dynamic height is computed by dividing the NAVD 88
 ES0658.geopotential number by the normal gravity value computed on the
 ES0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0658.degrees latitude (g = 980.6199 gals.).
 ES0658
 ES0658.The modeled gravity was interpolated from observed gravity values.
 ES0658
 ES0658;                    North         East    Units  Estimated Accuracy
 ES0658;SPC AZ C     -   426,320.      219,560.      MT  (+/- 180 meters Scaled)
 ES0658
 ES0658                          SUPERSEDED SURVEY CONTROL
 ES0658
 ES0658.No superseded survey control is available for this station.
 ES0658
 ES0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD223561(NAD 83)
 ES0658_MARKER: DB = BENCH MARK DISK
 ES0658_SETTING: 66 = SET IN ROCK OUTCROP
 ES0658_SP_SET: ROCK OUTCROP
 ES0658_STAMPING: B 493 1982
 ES0658_MARK LOGO: NGS   
 ES0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0658+STABILITY: POSITION/ELEVATION WELL
 ES0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0658+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ES0658
 ES0658  HISTORY     - Date     Condition        Report By
 ES0658  HISTORY     - 1982     MONUMENTED       NGS
 ES0658  HISTORY     - 19950712 GOOD             USPSQD
 ES0658  HISTORY     - 20030610 GOOD             NGS
 ES0658
 ES0658                          STATION DESCRIPTION
 ES0658
 ES0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0658'8.7 KM (5.4 MI) SW FROM SEDONA.
 ES0658'8.7 KM (5.4 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0658'OFFICE IN SEDONA, IN TOP OF A MASSIVE SANDSTONE OUTCROP AT THE T
 ES0658'JUNCTION OF RED ROCK LOOP ROAD LEADING SOUTH, 19.2 METERS (63 FT)
 ES0658'SOUTH OF THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT) EAST OF THE
 ES0658'CENTER OF RED ROCK LOOP ROAD, 13.7 METERS (45 FT) EAST OF THE EAST END
 ES0658'OF A CATTLE GUARD.
 ES0658'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0658'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 ES0658
 ES0658                          STATION RECOVERY (1995)
 ES0658
 ES0658'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0658'RECOVERED IN GOOD CONDITION.
 ES0658
 ES0658                          STATION RECOVERY (2003)
 ES0658
 ES0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ES0658'HWY AZ 89A HAS BEEN 4-LANED.  DISTANCE FROM CENTER OF HWY REFERS TO
 ES0658'NORTH (OR WEST) BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0677 ***********************************************************************
 ES0677  DESIGNATION -  B 494
 ES0677  PID         -  ES0677
 ES0677  STATE/COUNTY-  AZ/YAVAPAI
 ES0677  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0677
 ES0677                         *CURRENT SURVEY CONTROL
 ES0677  ___________________________________________________________________
 ES0677* NAD 83(1986)-  34 37 11.     (N)    111 55 15.     (W)     SCALED    
 ES0677* NAVD 88     -       992.437  (meters)    3256.02   (feet)  ADJUSTED  
 ES0677  ___________________________________________________________________
 ES0677  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0677  DYNAMIC HT  -         991.187 (meters)    3251.92  (feet)  COMP
 ES0677  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 ES0677
 ES0677  VERT ORDER  -  FIRST     CLASS II
 ES0677
 ES0677.The horizontal coordinates were scaled from a topographic map and have
 ES0677.an estimated accuracy of +/- 6 seconds.
 ES0677
 ES0677.The orthometric height was determined by differential leveling
 ES0677.and adjusted by the National Geodetic Survey in June 1991..
 ES0677
 ES0677.The geoid height was determined by GEOID03.
 ES0677
 ES0677.The dynamic height is computed by dividing the NAVD 88
 ES0677.geopotential number by the normal gravity value computed on the
 ES0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0677.degrees latitude (g = 980.6199 gals.).
 ES0677
 ES0677.The modeled gravity was interpolated from observed gravity values.
 ES0677
 ES0677;                    North         East    Units  Estimated Accuracy
 ES0677;SPC AZ C     -   401,390.      212,980.      MT  (+/- 180 meters Scaled)
 ES0677
 ES0677                          SUPERSEDED SURVEY CONTROL
 ES0677
 ES0677.No superseded survey control is available for this station.
 ES0677
 ES0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD155312(NAD 83)
 ES0677_MARKER: DB = BENCH MARK DISK
 ES0677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ES0677_SP_SET: CURB
 ES0677_STAMPING: B 494 1982
 ES0677_MARK LOGO: NGS   
 ES0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0677
 ES0677  HISTORY     - Date     Condition        Report By
 ES0677  HISTORY     - 1982     MONUMENTED       NGS
 ES0677  HISTORY     - 19980228 GOOD             USPSQD
 ES0677
 ES0677                          STATION DESCRIPTION
 ES0677
 ES0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0677'9.5 KM (5.9 MI) NW FROM CAMP VERDE.
 ES0677'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0677'IN CAMP VERDE, THENCE 5.8 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0677'279, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CURB DIRECTLY OVER
 ES0677'AN ABUTMENT OF A CONCRETE BRIDGE OVER CHERRY CREEK BETWEEN THE STEEL
 ES0677'GUARD RAIL AND THE CONCRETE OUTER GUARD RAIL AND AT MILEPOST 291, 4.9
 ES0677'METERS (16 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.3 METERS (7.6
 ES0677'FT) SOUTHEAST OF THE NORTHWEST END OF THE CURB.
 ES0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0677
 ES0677                          STATION RECOVERY (1998)
 ES0677
 ES0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0725 ***********************************************************************
 ES0725  DESIGNATION -  B 495
 ES0725  PID         -  ES0725
 ES0725  STATE/COUNTY-  AZ/GILA
 ES0725  USGS QUAD   -  PINE (1973)
 ES0725
 ES0725                         *CURRENT SURVEY CONTROL
 ES0725  ___________________________________________________________________
 ES0725* NAD 83(1986)-  34 24 03.     (N)    111 28 24.     (W)     SCALED    
 ES0725* NAVD 88     -      1778.012  (meters)    5833.36   (feet)  ADJUSTED  
 ES0725  ___________________________________________________________________
 ES0725  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0725  DYNAMIC HT  -        1775.524 (meters)    5825.20  (feet)  COMP
 ES0725  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 ES0725
 ES0725  VERT ORDER  -  FIRST     CLASS II
 ES0725
 ES0725.The horizontal coordinates were scaled from a topographic map and have
 ES0725.an estimated accuracy of +/- 6 seconds.
 ES0725
 ES0725.The orthometric height was determined by differential leveling
 ES0725.and adjusted by the National Geodetic Survey in June 1991..
 ES0725
 ES0725.The geoid height was determined by GEOID03.
 ES0725
 ES0725.The dynamic height is computed by dividing the NAVD 88
 ES0725.geopotential number by the normal gravity value computed on the
 ES0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0725.degrees latitude (g = 980.6199 gals.).
 ES0725
 ES0725.The modeled gravity was interpolated from observed gravity values.
 ES0725
 ES0725;                    North         East    Units  Estimated Accuracy
 ES0725;SPC AZ E     -   377,890.       93,220.      MT  (+/- 180 meters Scaled)
 ES0725
 ES0725                          SUPERSEDED SURVEY CONTROL
 ES0725
 ES0725.No superseded survey control is available for this station.
 ES0725
 ES0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD564067(NAD 83)
 ES0725_MARKER: DB = BENCH MARK DISK
 ES0725_SETTING: 66 = SET IN ROCK OUTCROP
 ES0725_SP_SET: ROCK OUTCROP
 ES0725_STAMPING: B 495 1982
 ES0725_MARK LOGO: NGS   
 ES0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0725+STABILITY: POSITION/ELEVATION WELL
 ES0725
 ES0725  HISTORY     - Date     Condition        Report By
 ES0725  HISTORY     - 1982     MONUMENTED       NGS
 ES0725  HISTORY     - 19980819 GOOD             USPSQD
 ES0725
 ES0725                          STATION DESCRIPTION
 ES0725
 ES0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0725'2.7 KM (1.7 MI) NW FROM PINE.
 ES0725'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0725'IN PINE, IN TOP OF A FLAT PORTION OF OUTCROP AT THE BASE OF A CUT,
 ES0725'OPPOSITE A SMALL TURN OUT, 5.5 METERS (18 FT) NORTHEAST OF THE HIGHWAY
 ES0725'CENTERLINE.
 ES0725'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0725'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0725
 ES0725                          STATION RECOVERY (1998)
 ES0725
 ES0725'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0701 ***********************************************************************
 ES0701  DESIGNATION -  B 496
 ES0701  PID         -  ES0701
 ES0701  STATE/COUNTY-  AZ/YAVAPAI
 ES0701  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0701
 ES0701                         *CURRENT SURVEY CONTROL
 ES0701  ___________________________________________________________________
 ES0701* NAD 83(1986)-  34 25 21.     (N)    111 40 08.     (W)     SCALED    
 ES0701* NAVD 88     -      1327.923  (meters)    4356.69   (feet)  ADJUSTED  
 ES0701  ___________________________________________________________________
 ES0701  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0701  DYNAMIC HT  -        1326.142 (meters)    4350.85  (feet)  COMP
 ES0701  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 ES0701
 ES0701  VERT ORDER  -  FIRST     CLASS II
 ES0701
 ES0701.The horizontal coordinates were scaled from a topographic map and have
 ES0701.an estimated accuracy of +/- 6 seconds.
 ES0701
 ES0701.The orthometric height was determined by differential leveling
 ES0701.and adjusted by the National Geodetic Survey in June 1991..
 ES0701
 ES0701.The geoid height was determined by GEOID03.
 ES0701
 ES0701.The dynamic height is computed by dividing the NAVD 88
 ES0701.geopotential number by the normal gravity value computed on the
 ES0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0701.degrees latitude (g = 980.6199 gals.).
 ES0701
 ES0701.The modeled gravity was interpolated from observed gravity values.
 ES0701
 ES0701;                    North         East    Units  Estimated Accuracy
 ES0701;SPC AZ C     -   379,540.      236,140.      MT  (+/- 180 meters Scaled)
 ES0701
 ES0701                          SUPERSEDED SURVEY CONTROL
 ES0701
 ES0701.No superseded survey control is available for this station.
 ES0701
 ES0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD385092(NAD 83)
 ES0701_MARKER: DB = BENCH MARK DISK
 ES0701_SETTING: 66 = SET IN ROCK OUTCROP
 ES0701_SP_SET: ROCK OUTCROP
 ES0701_STAMPING: B 496 1982
 ES0701_MARK LOGO: NGS   
 ES0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0701+STABILITY: POSITION/ELEVATION WELL
 ES0701
 ES0701  HISTORY     - Date     Condition        Report By
 ES0701  HISTORY     - 1982     MONUMENTED       NGS
 ES0701
 ES0701                          STATION DESCRIPTION
 ES0701
 ES0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0701'30.4 KM (18.9 MI) SE FROM CAMP VERDE.
 ES0701'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0701'OFFICE IN CAMP VERDE, THENCE 17.7 KM (11.0 MI) SOUTHEAST ALONG FOSSIL
 ES0701'ROAD, IN TOP OF A LAVENDER COLORED OUTCROP IN THE BOTTOM OF A WASH,
 ES0701'14.6 METERS (48 FT) NORTHWEST OF THE ROAD CENTERLINE, 3.0 METERS (10
 ES0701'FT) WEST OF A BRUSHY SCRUB OAK.
 ES0701'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0701'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0754 ***********************************************************************
 ES0754  DESIGNATION -  B 497
 ES0754  PID         -  ES0754
 ES0754  STATE/COUNTY-  AZ/GILA
 ES0754  USGS QUAD   -  GISELA (1972)
 ES0754
 ES0754                         *CURRENT SURVEY CONTROL
 ES0754  ___________________________________________________________________
 ES0754* NAD 83(1986)-  34 05 13.     (N)    111 21 16.     (W)     SCALED    
 ES0754* NAVD 88     -       924.621  (meters)    3033.53   (feet)  ADJUSTED  
 ES0754  ___________________________________________________________________
 ES0754  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 ES0754  DYNAMIC HT  -         923.427 (meters)    3029.61  (feet)  COMP
 ES0754  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 ES0754
 ES0754  VERT ORDER  -  FIRST     CLASS II
 ES0754
 ES0754.The horizontal coordinates were scaled from a topographic map and have
 ES0754.an estimated accuracy of +/- 6 seconds.
 ES0754
 ES0754.The orthometric height was determined by differential leveling
 ES0754.and adjusted by the National Geodetic Survey in June 1991..
 ES0754
 ES0754.The geoid height was determined by GEOID03.
 ES0754
 ES0754.The dynamic height is computed by dividing the NAVD 88
 ES0754.geopotential number by the normal gravity value computed on the
 ES0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0754.degrees latitude (g = 980.6199 gals.).
 ES0754
 ES0754.The modeled gravity was interpolated from observed gravity values.
 ES0754
 ES0754;                    North         East    Units  Estimated Accuracy
 ES0754;SPC AZ E     -   342,930.      103,750.      MT  (+/- 180 meters Scaled)
 ES0754
 ES0754                          SUPERSEDED SURVEY CONTROL
 ES0754
 ES0754.No superseded survey control is available for this station.
 ES0754
 ES0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC673718(NAD 83)
 ES0754_MARKER: DB = BENCH MARK DISK
 ES0754_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ES0754_SP_SET: CURB
 ES0754_STAMPING: B 497 1982
 ES0754_MARK LOGO: NGS   
 ES0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0754
 ES0754  HISTORY     - Date     Condition        Report By
 ES0754  HISTORY     - 1982     MONUMENTED       NGS
 ES0754
 ES0754                          STATION DESCRIPTION
 ES0754
 ES0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0754'19.6 KM (12.2 MI) SOUTH FROM PAYSON.
 ES0754'19.6 KM (12.2 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0754'PAYSON, IN TOP OF THE NORTH END OF THE EAST CURB OVER THE ABUTMENT OF
 ES0754'A BRIDGE OVER RYE CREEK, 0.2 KM (0.1 MI) SOUTH OF THE T JUNCTION OF A
 ES0754'GRAVEL ROAD LEADING EAST TO GISELA, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 ES0754'240, 4.0 METERS (13 FT) EAST OF THE HIGHWAY CENTERLINE, 2.1 METERS (7
 ES0754'FT) SOUTH OF THE NORTH END OF THE CURB.
 ES0754'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1625 ***********************************************************************
 DU1625  DESIGNATION -  B 498
 DU1625  PID         -  DU1625
 DU1625  STATE/COUNTY-  AZ/GILA
 DU1625  USGS QUAD   -  TONTO BASIN (1964)
 DU1625
 DU1625                         *CURRENT SURVEY CONTROL
 DU1625  ___________________________________________________________________
 DU1625* NAD 83(1986)-  33 47 17.     (N)    111 15 53.     (W)     SCALED    
 DU1625* NAVD 88     -       671.263  (meters)    2202.30   (feet)  ADJUSTED  
 DU1625  ___________________________________________________________________
 DU1625  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DU1625  DYNAMIC HT  -         670.400 (meters)    2199.47  (feet)  COMP
 DU1625  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 DU1625
 DU1625  VERT ORDER  -  FIRST     CLASS II
 DU1625
 DU1625.The horizontal coordinates were scaled from a topographic map and have
 DU1625.an estimated accuracy of +/- 6 seconds.
 DU1625
 DU1625.The orthometric height was determined by differential leveling
 DU1625.and adjusted by the National Geodetic Survey in June 1991..
 DU1625
 DU1625.The geoid height was determined by GEOID03.
 DU1625
 DU1625.The dynamic height is computed by dividing the NAVD 88
 DU1625.geopotential number by the normal gravity value computed on the
 DU1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1625.degrees latitude (g = 980.6199 gals.).
 DU1625
 DU1625.The modeled gravity was interpolated from observed gravity values.
 DU1625
 DU1625;                    North         East    Units  Estimated Accuracy
 DU1625;SPC AZ E     -   309,690.      111,670.      MT  (+/- 180 meters Scaled)
 DU1625
 DU1625                          SUPERSEDED SURVEY CONTROL
 DU1625
 DU1625.No superseded survey control is available for this station.
 DU1625
 DU1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC754386(NAD 83)
 DU1625_MARKER: I = METAL ROD
 DU1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1625_SP_SET: STAINLESS STEEL ROD
 DU1625_STAMPING: B 498 1983
 DU1625_MARK LOGO: NGS   
 DU1625_PROJECTION: FLUSH
 DU1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1625_ROD/PIPE-DEPTH: 13.4 meters
 DU1625
 DU1625  HISTORY     - Date     Condition        Report By
 DU1625  HISTORY     - 1983     MONUMENTED       NGS
 DU1625
 DU1625                          STATION DESCRIPTION
 DU1625
 DU1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1625'11.6 KM (7.2 MI) SOUTH FROM PUNKIN CENTER.
 DU1625'11.6 KM (7.2 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1625'PUNKIN CENTER, IN THE NORTH CORNER OF A T JUNCTION, 0.4 KM (0.25 MI)
 DU1625'SOUTHEAST OF ASH CREEK, 0.2 KM (0.1 MI) NORTHWEST OF A TRIANGLE SHAPED
 DU1625'ROAD JUNCTION, 41.2 METER (135 FT) NORTHEAST OF THE HIGHWAY
 DU1625'CENTERLINE, 9.8 METERS (32 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 DU1625'LEADING NORTHEAST, 36.0 METERS (115 FT) NORTHEAST OF MILEPOST 255.
 DU1625'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DU1625'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0198 ***********************************************************************
 GQ0198  DESIGNATION -  B 499
 GQ0198  PID         -  GQ0198
 GQ0198  STATE/COUNTY-  AZ/MOHAVE
 GQ0198  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0198
 GQ0198                         *CURRENT SURVEY CONTROL
 GQ0198  ___________________________________________________________________
 GQ0198* NAD 83(1986)-  36 58 38.     (N)    113 55 13.     (W)     SCALED    
 GQ0198* NAVD 88     -       706.682  (meters)    2318.51   (feet)  ADJUSTED  
 GQ0198  ___________________________________________________________________
 GQ0198  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 GQ0198  DYNAMIC HT  -         705.970 (meters)    2316.17  (feet)  COMP
 GQ0198  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 GQ0198
 GQ0198  VERT ORDER  -  FIRST     CLASS II
 GQ0198
 GQ0198.The horizontal coordinates were scaled from a topographic map and have
 GQ0198.an estimated accuracy of +/- 6 seconds.
 GQ0198
 GQ0198.The orthometric height was determined by differential leveling
 GQ0198.and adjusted by the National Geodetic Survey in June 1991..
 GQ0198
 GQ0198.The geoid height was determined by GEOID03.
 GQ0198
 GQ0198.The dynamic height is computed by dividing the NAVD 88
 GQ0198.geopotential number by the normal gravity value computed on the
 GQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0198.degrees latitude (g = 980.6199 gals.).
 GQ0198
 GQ0198.The modeled gravity was interpolated from observed gravity values.
 GQ0198
 GQ0198;                    North         East    Units  Estimated Accuracy
 GQ0198;SPC AZ W     -   662,980.      198,200.      MT  (+/- 180 meters Scaled)
 GQ0198
 GQ0198                          SUPERSEDED SURVEY CONTROL
 GQ0198
 GQ0198.No superseded survey control is available for this station.
 GQ0198
 GQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF400963(NAD 83)
 GQ0198_MARKER: I = METAL ROD
 GQ0198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0198_SP_SET: STAINLESS STEEL ROD
 GQ0198_STAMPING: B 499 1982
 GQ0198_MARK LOGO: NGS   
 GQ0198_PROJECTION: FLUSH
 GQ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0198_ROD/PIPE-DEPTH: 1.2  meters
 GQ0198
 GQ0198  HISTORY     - Date     Condition        Report By
 GQ0198  HISTORY     - 1982     MONUMENTED       NGS
 GQ0198
 GQ0198                          STATION DESCRIPTION
 GQ0198
 GQ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0198'26.6 KM (16.6 MI) NE FROM MESQUITE NV.
 GQ0198'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0198'MESQUITE, THENCE 26.1 KM (16.3 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0198'1.25 KM (0.75 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0198'HIGHWAY, 23.8 METERS (78 FT) EAST OF THE HIGHWAY CENTERLINE, 2.3 KM
 GQ0198'(7.5 FT) NORTH OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE POST,
 GQ0198'0.5 METERS (1.7 FT) WEST OF THE RIGHT OF WAY FENCE.
 GQ0198'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 GQ0198'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0192 ***********************************************************************
 FP0192  DESIGNATION -  B 5
 FP0192  PID         -  FP0192
 FP0192  STATE/COUNTY-  AZ/APACHE
 FP0192  USGS QUAD   -  SANDERS (1971)
 FP0192
 FP0192                         *CURRENT SURVEY CONTROL
 FP0192  ___________________________________________________________________
 FP0192* NAD 83(1986)-  35 12 46.     (N)    109 20 10.     (W)     SCALED    
 FP0192* NAVD 88     -      1777.975  (meters)    5833.24   (feet)  POSTED    
 FP0192  ___________________________________________________________________
 FP0192  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 FP0192  DYNAMIC HT  -        1775.510 (meters)    5825.15  (feet)  COMP
 FP0192  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 FP0192
 FP0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0192
 FP0192.The horizontal coordinates were scaled from a topographic map and have
 FP0192.an estimated accuracy of +/- 6 seconds.
 FP0192
 FP0192.The orthometric height was determined by differential leveling
 FP0192.and adjusted by the National Geodetic Survey in 1992..
 FP0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0192.rate of 0.0 thru 1.0 mm/km.
 FP0192
 FP0192.The geoid height was determined by GEOID03.
 FP0192
 FP0192.The dynamic height is computed by dividing the NAVD 88
 FP0192.geopotential number by the normal gravity value computed on the
 FP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0192.degrees latitude (g = 980.6199 gals.).
 FP0192
 FP0192.The modeled gravity was interpolated from observed gravity values.
 FP0192
 FP0192;                    North         East    Units  Estimated Accuracy
 FP0192;SPC AZ E     -   467,490.      288,980.      MT  (+/- 180 meters Scaled)
 FP0192
 FP0192                          SUPERSEDED SURVEY CONTROL
 FP0192
 FP0192  NGVD 29 (??/??/92) 1777.084  (m)         5830.32   (f) ADJ UNCH    1 2
 FP0192
 FP0192.Superseded values are not recommended for survey control.
 FP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0192.See file dsdata.txt to determine how the superseded data were derived.
 FP0192
 FP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD514979(NAD 83)
 FP0192_MARKER: B = BOLT
 FP0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0192_SP_SET: BRIDGE
 FP0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0192
 FP0192  HISTORY     - Date     Condition        Report By
 FP0192  HISTORY     - UNK      MONUMENTED       CGS
 FP0192  HISTORY     - 1934     MARK NOT FOUND   NGS
 FP0192  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0192
 FP0192                          STATION DESCRIPTION
 FP0192
 FP0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0192'IN SANDERS.
 FP0192'AT SANDERS, APACHE COUNTY, ON THE ATCHISON,TOPEKA AND SANTA FE
 FP0192'RAILWAY, 2 1/2 POLES EAST OF MILEPOST 200, AT STONE-ARCH BRIDGE B 200,
 FP0192'IN THE CENTER OF THE TOP OF THE SOUTH COPING, 1 FOOT FROM THE FACE,
 FP0192'AND 10 FEET FROM THE WEST END.  A COPPER BOLT.  NOTE-- THE BRIDGE HAS
 FP0192'BEEN EXTENDED ON THE NORTH SIDE TO CARRY AN ADDITIONAL TRACK, THE
 FP0192'SOUTH COPING IS APPARENTLY UNCHANGED.
 FP0192
 FP0192                          STATION RECOVERY (1971)
 FP0192
 FP0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1816 ***********************************************************************
 DV1816  DESIGNATION -  B 5 A
 DV1816  PID         -  DV1816
 DV1816  STATE/COUNTY-  AZ/MARICOPA
 DV1816  USGS QUAD   -  UNION HILLS (1981)
 DV1816
 DV1816                         *CURRENT SURVEY CONTROL
 DV1816  ___________________________________________________________________
 DV1816* NAD 83(1986)-  33 40 09.     (N)    112 04 47.     (W)     SCALED    
 DV1816* NAVD 88     -       435.207  (meters)    1427.84   (feet)  ADJUSTED  
 DV1816  ___________________________________________________________________
 DV1816  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1816  DYNAMIC HT  -         434.699 (meters)    1426.17  (feet)  COMP
 DV1816  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1816
 DV1816  VERT ORDER  -  SECOND    CLASS I
 DV1816
 DV1816.The horizontal coordinates were scaled from a topographic map and have
 DV1816.an estimated accuracy of +/- 6 seconds.
 DV1816
 DV1816.The orthometric height was determined by differential leveling
 DV1816.and adjusted by the National Geodetic Survey in November 1993..
 DV1816
 DV1816.The geoid height was determined by GEOID03.
 DV1816
 DV1816.The dynamic height is computed by dividing the NAVD 88
 DV1816.geopotential number by the normal gravity value computed on the
 DV1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1816.degrees latitude (g = 980.6199 gals.).
 DV1816
 DV1816.The modeled gravity was interpolated from observed gravity values.
 DV1816
 DV1816;                    North         East    Units  Estimated Accuracy
 DV1816;SPC AZ C     -   295,970.      198,240.      MT  (+/- 180 meters Scaled)
 DV1816
 DV1816                          SUPERSEDED SURVEY CONTROL
 DV1816
 DV1816.No superseded survey control is available for this station.
 DV1816
 DV1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC999259(NAD 83)
 DV1816_MARKER: DD = SURVEY DISK
 DV1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1816_SP_SET: CONCRETE POST
 DV1816_MARK LOGO: AZ0370
 DV1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1816+STABILITY: SURFACE MOTION
 DV1816
 DV1816  HISTORY     - Date     Condition        Report By
 DV1816  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1816  HISTORY     - 1984     GOOD             AZDT
 DV1816  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1816
 DV1816                          STATION DESCRIPTION
 DV1816
 DV1816'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1816'IN PHOENIX.
 DV1816'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1816'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.14 KM (1.95 MI) TO 5TH AVENUE
 DV1816'AND THE MARK IN THE INTERSECTION, 21.18 M (69.50 FT) SOUTHEAST OF
 DV1816'POWER POLE 24798 ON THE NORTHWEST CORNER, AND 20.79 METERS (68.20 FT)
 DV1816'SOUTHWEST OF FIRE HYDRANT ON THE NORTHEAST CORNER.  NOTE--THE MARK IS
 DV1816'NOT STAMPED.
 DV1816
 DV1816                          STATION RECOVERY (2004)
 DV1816
 DV1816'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1816'NOT FOUND. ASPHALT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0065 ***********************************************************************
 GP0065  DESIGNATION -  B 50
 GP0065  PID         -  GP0065
 GP0065  STATE/COUNTY-  AZ/COCONINO
 GP0065  USGS QUAD   -  BEGASHIBITO CANYON (1967)
 GP0065
 GP0065                         *CURRENT SURVEY CONTROL
 GP0065  ___________________________________________________________________
 GP0065* NAD 83(1986)-  36 13 03.     (N)    110 59 22.     (W)     SCALED    
 GP0065* NAVD 88     -      1587.476  (meters)    5208.24   (feet)  ADJUSTED  
 GP0065  ___________________________________________________________________
 GP0065  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GP0065  DYNAMIC HT  -        1585.484 (meters)    5201.71  (feet)  COMP
 GP0065  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 GP0065
 GP0065  VERT ORDER  -  FIRST     CLASS II
 GP0065
 GP0065.The horizontal coordinates were scaled from a topographic map and have
 GP0065.an estimated accuracy of +/- 6 seconds.
 GP0065
 GP0065.The orthometric height was determined by differential leveling
 GP0065.and adjusted by the National Geodetic Survey in June 1991..
 GP0065
 GP0065.The geoid height was determined by GEOID03.
 GP0065
 GP0065.The dynamic height is computed by dividing the NAVD 88
 GP0065.geopotential number by the normal gravity value computed on the
 GP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0065.degrees latitude (g = 980.6199 gals.).
 GP0065
 GP0065.The modeled gravity was interpolated from observed gravity values.
 GP0065
 GP0065;                    North         East    Units  Estimated Accuracy
 GP0065;SPC AZ C     -   579,040.      296,720.      MT  (+/- 180 meters Scaled)
 GP0065
 GP0065                          SUPERSEDED SURVEY CONTROL
 GP0065
 GP0065  NGVD 29 (??/??/92) 1586.540  (m)         5205.17   (f) ADJ UNCH    1 2
 GP0065
 GP0065.Superseded values are not recommended for survey control.
 GP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0065.See file dsdata.txt to determine how the superseded data were derived.
 GP0065
 GP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF009080(NAD 83)
 GP0065_MARKER: DB = BENCH MARK DISK
 GP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0065_STAMPING: B 50 1934
 GP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0065+STABILITY: SURFACE MOTION
 GP0065
 GP0065  HISTORY     - Date     Condition        Report By
 GP0065  HISTORY     - 1934     MONUMENTED       CGS
 GP0065
 GP0065                          STATION DESCRIPTION
 GP0065
 GP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0065'8.2 MI SW FROM TONALEA.
 GP0065'8.2 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0065'TONALEA, COCONINO COUNTY, AT THE JUNCTION OF A ROAD LEADING DOWN FROM
 GP0065'THE WEST MESA, 33 WEST FEET OF THE CENTERLINE OF THE MAIN ROAD, AND 35
 GP0065'FEET SOUTH OF THE CENTERLINE OF THE MESA ROAD.  A STANDARD DISK,
 GP0065'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0638 ***********************************************************************
 ES0638  DESIGNATION -  B 500
 ES0638  PID         -  ES0638
 ES0638  STATE/COUNTY-  AZ/NAVAJO
 ES0638  USGS QUAD   -  HOLBROOK (1986)
 ES0638
 ES0638                         *CURRENT SURVEY CONTROL
 ES0638  ___________________________________________________________________
 ES0638* NAD 83(1986)-  34 54 46.     (N)    110 09 24.     (W)     SCALED    
 ES0638* NAVD 88     -      1578.492  (meters)    5178.77   (feet)  ADJUSTED  
 ES0638  ___________________________________________________________________
 ES0638  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0638  DYNAMIC HT  -        1576.331 (meters)    5171.68  (feet)  COMP
 ES0638  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 ES0638
 ES0638  VERT ORDER  -  FIRST     CLASS II
 ES0638
 ES0638.The horizontal coordinates were scaled from a topographic map and have
 ES0638.an estimated accuracy of +/- 6 seconds.
 ES0638
 ES0638.The orthometric height was determined by differential leveling
 ES0638.and adjusted by the National Geodetic Survey in June 1991..
 ES0638
 ES0638.The geoid height was determined by GEOID03.
 ES0638
 ES0638.The dynamic height is computed by dividing the NAVD 88
 ES0638.geopotential number by the normal gravity value computed on the
 ES0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0638.degrees latitude (g = 980.6199 gals.).
 ES0638
 ES0638.The modeled gravity was interpolated from observed gravity values.
 ES0638
 ES0638;                    North         East    Units  Estimated Accuracy
 ES0638;SPC AZ E     -   433,900.      214,270.      MT  (+/- 180 meters Scaled)
 ES0638
 ES0638                          SUPERSEDED SURVEY CONTROL
 ES0638
 ES0638.No superseded survey control is available for this station.
 ES0638
 ES0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD770636(NAD 83)
 ES0638_MARKER: DB = BENCH MARK DISK
 ES0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0638_SP_SET: ABUTMENT
 ES0638_STAMPING: B 500 1983
 ES0638_MARK LOGO: NGS   
 ES0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0638+STABILITY: POSITION/ELEVATION WELL
 ES0638
 ES0638  HISTORY     - Date     Condition        Report By
 ES0638  HISTORY     - 1983     MONUMENTED       NGS
 ES0638  HISTORY     - 1983     GOOD             NGS
 ES0638  HISTORY     - 1983     GOOD             NGS
 ES0638
 ES0638                          STATION DESCRIPTION
 ES0638
 ES0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0638'IN HOLBROOK.
 ES0638'IN HOLBROOK, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND NAVAJO
 ES0638'BOULEVARD, IN TOP OF AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF
 ES0638'THE WEST CONCRETE ABUTMENT OF THE WEST BOUND OVERPASS OF NAVAJO
 ES0638'BOULEVARD, 12.6 METERS (41.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 ES0638'BOUND LANES OF THE HIGHWAY AND 3.9 METERS (12.8 FT) EAST OF THE WEST
 ES0638'END OF THE BRIDGE.
 ES0638'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 ES0638
 ES0638                          STATION RECOVERY (1983)
 ES0638
 ES0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0638'RECOVERED IN GOOD CONDITION.
 ES0638
 ES0638                          STATION RECOVERY (1983)
 ES0638
 ES0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0795 ***********************************************************************
 ES0795  DESIGNATION -  B 501
 ES0795  PID         -  ES0795
 ES0795  STATE/COUNTY-  AZ/NAVAJO
 ES0795  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0795
 ES0795                         *CURRENT SURVEY CONTROL
 ES0795  ___________________________________________________________________
 ES0795* NAD 83(1986)-  34 44 05.     (N)    110 07 02.     (W)     SCALED    
 ES0795* NAVD 88     -      1663.758  (meters)    5458.51   (feet)  ADJUSTED  
 ES0795  ___________________________________________________________________
 ES0795  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0795  DYNAMIC HT  -        1661.427 (meters)    5450.87  (feet)  COMP
 ES0795  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 ES0795
 ES0795  VERT ORDER  -  FIRST     CLASS II
 ES0795
 ES0795.The horizontal coordinates were scaled from a topographic map and have
 ES0795.an estimated accuracy of +/- 6 seconds.
 ES0795
 ES0795.The orthometric height was determined by differential leveling
 ES0795.and adjusted by the National Geodetic Survey in June 1991..
 ES0795
 ES0795.The geoid height was determined by GEOID03.
 ES0795
 ES0795.The dynamic height is computed by dividing the NAVD 88
 ES0795.geopotential number by the normal gravity value computed on the
 ES0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0795.degrees latitude (g = 980.6199 gals.).
 ES0795
 ES0795.The modeled gravity was interpolated from observed gravity values.
 ES0795
 ES0795;                    North         East    Units  Estimated Accuracy
 ES0795;SPC AZ E     -   414,150.      217,890.      MT  (+/- 180 meters Scaled)
 ES0795
 ES0795                          SUPERSEDED SURVEY CONTROL
 ES0795
 ES0795.No superseded survey control is available for this station.
 ES0795
 ES0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD808439(NAD 83)
 ES0795_MARKER: I = METAL ROD
 ES0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0795+WITH SETTING: INFORMATION.
 ES0795_SP_SET: SHALLOW SET METAL ROD
 ES0795_STAMPING: B 501 1983
 ES0795_MARK LOGO: NGS   
 ES0795_PROJECTION: FLUSH
 ES0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0795_ROD/PIPE-DEPTH: 1.2  meters
 ES0795
 ES0795  HISTORY     - Date     Condition        Report By
 ES0795  HISTORY     - 1983     MONUMENTED       NGS
 ES0795
 ES0795                          STATION DESCRIPTION
 ES0795
 ES0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0795'19.4 KM (12.05 MI) SOUT FROM HOLBROOK.
 ES0795'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0795'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 377,
 ES0795'NEAR THE TOP OF A SMALL KNOLL AND 60.3 METERS (197.8 FT) EAST OF THE
 ES0795'CENTERLINE OF THE HIGHWAY.  REFUSAL WAS REACHED AT 4.0 FT.
 ES0795'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0795'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1185 ***********************************************************************
 ES1185  DESIGNATION -  B 502 RESET
 ES1185  PID         -  ES1185
 ES1185  STATE/COUNTY-  AZ/NAVAJO
 ES1185  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1185
 ES1185                         *CURRENT SURVEY CONTROL
 ES1185  ___________________________________________________________________
 ES1185* NAD 83(1986)-  34 22 21.     (N)    110 03 05.     (W)     SCALED    
 ES1185* NAVD 88     -      1819.89   (meters)    5970.8    (feet)  RESET     
 ES1185  ___________________________________________________________________
 ES1185  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 ES1185
 ES1185  VERT ORDER  -  THIRD
 ES1185
 ES1185.The horizontal coordinates were scaled from a topographic map and have
 ES1185.an estimated accuracy of +/- 6 seconds.
 ES1185
 ES1185.The orthometric height was computed from unverified reset data.
 ES1185
 ES1185.The geoid height was determined by GEOID03.
 ES1185
 ES1185;                    North         East    Units  Estimated Accuracy
 ES1185;SPC AZ E     -   373,980.      223,960.      MT  (+/- 180 meters Scaled)
 ES1185
 ES1185                          SUPERSEDED SURVEY CONTROL
 ES1185
 ES1185.No superseded survey control is available for this station.
 ES1185
 ES1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD872038(NAD 83)
 ES1185_MARKER: DV = VERTICAL CONTROL DISK
 ES1185_SETTING: 66 = SET IN ROCK OUTCROP
 ES1185_SP_SET: BEDROCK
 ES1185_STAMPING: B 502 RESET 1991
 ES1185_MARK LOGO: NGS   
 ES1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1185+STABILITY: POSITION/ELEVATION WELL
 ES1185
 ES1185  HISTORY     - Date     Condition        Report By
 ES1185  HISTORY     - 1992     MONUMENTED       LOCENG
 ES1185
 ES1185                          STATION DESCRIPTION
 ES1185
 ES1185'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 ES1185'6.6 MILES (10.6 KM) SOUTH ON HIGHWAY 77 FROM THE SOUTHERN EDGE OF THE
 ES1185'TOWN OF TAYLOR, SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0382 ***********************************************************************
 FP0382  DESIGNATION -  B 503
 FP0382  PID         -  FP0382
 FP0382  STATE/COUNTY-  AZ/APACHE
 FP0382  USGS QUAD   -  LUPTON (1971)
 FP0382
 FP0382                         *CURRENT SURVEY CONTROL
 FP0382  ___________________________________________________________________
 FP0382* NAD 83(1986)-  35 19 50.     (N)    109 04 29.     (W)     SCALED    
 FP0382* NAVD 88     -      1881.467  (meters)    6172.78   (feet)  ADJUSTED  
 FP0382  ___________________________________________________________________
 FP0382  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 FP0382  DYNAMIC HT  -        1878.819 (meters)    6164.09  (feet)  COMP
 FP0382  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 FP0382
 FP0382  VERT ORDER  -  FIRST     CLASS II
 FP0382
 FP0382.The horizontal coordinates were scaled from a topographic map and have
 FP0382.an estimated accuracy of +/- 6 seconds.
 FP0382
 FP0382.The orthometric height was determined by differential leveling
 FP0382.and adjusted by the National Geodetic Survey in June 1991..
 FP0382
 FP0382.The geoid height was determined by GEOID03.
 FP0382
 FP0382.The dynamic height is computed by dividing the NAVD 88
 FP0382.geopotential number by the normal gravity value computed on the
 FP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0382.degrees latitude (g = 980.6199 gals.).
 FP0382
 FP0382.The modeled gravity was interpolated from observed gravity values.
 FP0382
 FP0382;                    North         East    Units  Estimated Accuracy
 FP0382;SPC AZ E     -   480,790.      312,630.      MT  (+/- 180 meters Scaled)
 FP0382
 FP0382                          SUPERSEDED SURVEY CONTROL
 FP0382
 FP0382.No superseded survey control is available for this station.
 FP0382
 FP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE749114(NAD 83)
 FP0382_MARKER: I = METAL ROD
 FP0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0382_SP_SET: STAINLESS STEEL ROD
 FP0382_STAMPING: B 503 1983
 FP0382_MARK LOGO: NGS   
 FP0382_PROJECTION: FLUSH
 FP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0382_ROD/PIPE-DEPTH: 3.7  meters
 FP0382
 FP0382  HISTORY     - Date     Condition        Report By
 FP0382  HISTORY     - 1983     MONUMENTED       NGS
 FP0382
 FP0382                          STATION DESCRIPTION
 FP0382
 FP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0382'37.7 KM (23.4 MI) NE FROM CHAMBERS.
 FP0382'37.7 KM (23.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0382'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, OR
 FP0382'37.7 KM (23.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0382'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 45.0 METERS (147.6 FT)
 FP0382'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0382'HIGHWAY, 27.2 METERS (89.2 FT) NORTHEAST OF THE CENTER OF A PRIVATE
 FP0382'DRIVE LEADING SOUTHEAST AND 19.2 METERS (63.0 FT) SOUTHEAST OF THE
 FP0382'CENTER OF A PAVED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FP0382'5-INCH LOGO CAP.
 FP0382'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0382'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0548 ***********************************************************************
 FQ0548  DESIGNATION -  B 504
 FQ0548  PID         -  FQ0548
 FQ0548  STATE/COUNTY-  AZ/COCONINO
 FQ0548  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0548
 FQ0548                         *CURRENT SURVEY CONTROL
 FQ0548  ___________________________________________________________________
 FQ0548* NAD 83(1986)-  35 12 56.     (N)    111 31 41.     (W)     SCALED    
 FQ0548* NAVD 88     -      2045.179  (meters)    6709.89   (feet)  ADJUSTED  
 FQ0548  ___________________________________________________________________
 FQ0548  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FQ0548  DYNAMIC HT  -        2042.270 (meters)    6700.35  (feet)  COMP
 FQ0548  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 FQ0548
 FQ0548  VERT ORDER  -  FIRST     CLASS II
 FQ0548
 FQ0548.The horizontal coordinates were scaled from a topographic map and have
 FQ0548.an estimated accuracy of +/- 6 seconds.
 FQ0548
 FQ0548.The orthometric height was determined by differential leveling
 FQ0548.and adjusted by the National Geodetic Survey in June 1991..
 FQ0548
 FQ0548.The geoid height was determined by GEOID03.
 FQ0548
 FQ0548.The dynamic height is computed by dividing the NAVD 88
 FQ0548.geopotential number by the normal gravity value computed on the
 FQ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0548.degrees latitude (g = 980.6199 gals.).
 FQ0548
 FQ0548.The modeled gravity was interpolated from observed gravity values.
 FQ0548
 FQ0548;                    North         East    Units  Estimated Accuracy
 FQ0548;SPC AZ C     -   467,560.      248,740.      MT  (+/- 180 meters Scaled)
 FQ0548
 FQ0548                          SUPERSEDED SURVEY CONTROL
 FQ0548
 FQ0548.No superseded survey control is available for this station.
 FQ0548
 FQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD519970(NAD 83)
 FQ0548_MARKER: DB = BENCH MARK DISK
 FQ0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0548_SP_SET: ABUTMENT
 FQ0548_STAMPING: B 504 1983
 FQ0548_MARK LOGO: NGS   
 FQ0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0548
 FQ0548  HISTORY     - Date     Condition        Report By
 FQ0548  HISTORY     - 1983     MONUMENTED       NGS
 FQ0548
 FQ0548                          STATION DESCRIPTION
 FQ0548
 FQ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0548'12.4 KM (7.7 MI) EAST FROM FLAGSTAFF.
 FQ0548'12.4 KM (7.7 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0548'RAILROAD STATION IN FLAGSTAFF, IN TOP OF AND 0.3 METER (1.0 FT)
 FQ0548'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 FQ0548'THE HIGHWAY OVERPASS OF THE SANTA FE RAILROAD AND 4.7 METERS (15.4 FT)
 FQ0548'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FQ0548'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0774 ***********************************************************************
 ES0774  DESIGNATION -  B 505
 ES0774  PID         -  ES0774
 ES0774  STATE/COUNTY-  AZ/NAVAJO
 ES0774  USGS QUAD   -  HOLBROOK (1986)
 ES0774
 ES0774                         *CURRENT SURVEY CONTROL
 ES0774  ___________________________________________________________________
 ES0774* NAD 83(1992)-  34 54 49.70578(N)    110 09 19.96748(W)     ADJUSTED  
 ES0774* NAVD 88     -      1578.291  (meters)    5178.11   (feet)  ADJUSTED  
 ES0774  ___________________________________________________________________
 ES0774  EPOCH DATE  -        2002.00
 ES0774  X           -  -1,804,574.850 (meters)                     COMP
 ES0774  Y           -  -4,916,458.372 (meters)                     COMP
 ES0774  Z           -   3,630,919.295 (meters)                     COMP
 ES0774  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ES0774  ELLIP HEIGHT-        1553.99  (meters)          (10/18/04) GPS OBS
 ES0774  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0774  DYNAMIC HT  -        1576.129 (meters)    5171.02  (feet)  COMP
 ES0774  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 ES0774
 ES0774  HORZ ORDER  -  FIRST
 ES0774  VERT ORDER  -  FIRST     CLASS II
 ES0774  ELLP ORDER  -  FOURTH    CLASS I
 ES0774
 ES0774.The horizontal coordinates were established by GPS observations
 ES0774.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 ES0774.The horizontal coordinates are valid at the epoch date displayed above.
 ES0774.The epoch date for horizontal control is a decimal equivalence
 ES0774.of Year/Month/Day.
 ES0774
 ES0774.The orthometric height was determined by differential leveling
 ES0774.and adjusted by the National Geodetic Survey in June 1991..
 ES0774
 ES0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0774
 ES0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0774
 ES0774.The ellipsoidal height was determined by GPS observations
 ES0774.and is referenced to NAD 83.
 ES0774
 ES0774.The geoid height was determined by GEOID03.
 ES0774
 ES0774.The dynamic height is computed by dividing the NAVD 88
 ES0774.geopotential number by the normal gravity value computed on the
 ES0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0774.degrees latitude (g = 980.6199 gals.).
 ES0774
 ES0774.The modeled gravity was interpolated from observed gravity values.
 ES0774
 ES0774;                    North         East     Units Scale Factor Converg.
 ES0774;SPC AZ E     -   434,013.014   214,376.099   MT  0.99990001   +0 00 22.9
 ES0774;SPC AZ E     - 1,423,927.21    703,333.66   iFT  0.99990001   +0 00 22.9
 ES0774;UTM  12      - 3,863,810.042   577,139.465   MT  0.99967334   +0 29 00.0
 ES0774
 ES0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0774!SPC AZ E     -   0.99975613  x   0.99990001  =   0.99965617
 ES0774!UTM  12      -   0.99975613  x   0.99967334  =   0.99942955
 ES0774
 ES0774                          SUPERSEDED SURVEY CONTROL
 ES0774
 ES0774  NAVD 88 (10/18/04) 1578.29   (m)         5178.1    (f) LEVELING    3  
 ES0774
 ES0774.Superseded values are not recommended for survey control.
 ES0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0774.See file dsdata.txt to determine how the superseded data were derived.
 ES0774
 ES0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7713963810(NAD 83)
 ES0774_MARKER: DB = BENCH MARK DISK
 ES0774_SETTING: 66 = SET IN ROCK OUTCROP
 ES0774_SP_SET: ROCK OUTCROP
 ES0774_STAMPING: B 505 1983
 ES0774_MARK LOGO: NGS   
 ES0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0774+STABILITY: POSITION/ELEVATION WELL
 ES0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0774+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 ES0774
 ES0774  HISTORY     - Date     Condition        Report By
 ES0774  HISTORY     - 1983     MONUMENTED       NGS
 ES0774  HISTORY     - 1983     GOOD             NGS
 ES0774  HISTORY     - 20040224 GOOD             MSAM
 ES0774
 ES0774                          STATION DESCRIPTION
 ES0774
 ES0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0774'IN HOLBROOK.
 ES0774'IN HOLBROOK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND NAVAJO
 ES0774'BOULEVARD, IN THE CENTER OF A 40 BY 82 FT EXPOSED AREA OF OUTCROPPING
 ES0774'BEDROCK, 172.0 METERS (564.3 FT) NORTHEAST OF THE CENTER OF THE WEST
 ES0774'BOUND LANES OF THE HIGHWAY, 32.7 METERS (107.3 FT) EAST-NORTHEAST OF A
 ES0774'HIGHWAY INFORMATION SIGN, 21.7 METERS (71.2 FT) SOUTHEAST OF THE
 ES0774'CENTERLINE OF THE EAST BOUND LANES OF THE BOULEVARD AND 3.3 METERS
 ES0774'(10.8 FT) NORTHWEST OF A CHAIN-LINK FENCE.
 ES0774'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0774'THE MARK IS 1.0 M ABOVE THE BOULEVARD.
 ES0774
 ES0774                          STATION RECOVERY (1983)
 ES0774
 ES0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0774'RECOVERED IN GOOD CONDITION.
 ES0774
 ES0774                          STATION RECOVERY (2004)
 ES0774
 ES0774'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 ES0774'RECOVERY NOTE MSAM 2004 (DJK)
 ES0774' 
 ES0774'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0460 ***********************************************************************
 GP0460  DESIGNATION -  B 506
 GP0460  PID         -  GP0460
 GP0460  STATE/COUNTY-  AZ/COCONINO
 GP0460  USGS QUAD   -  TUBA CITY NE (1969)
 GP0460
 GP0460                         *CURRENT SURVEY CONTROL
 GP0460  ___________________________________________________________________
 GP0460* NAD 83(1986)-  36 09 50.     (N)    111 05 49.     (W)     SCALED    
 GP0460* NAVD 88     -      1584.624  (meters)    5198.89   (feet)  ADJUSTED  
 GP0460  ___________________________________________________________________
 GP0460  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0460  DYNAMIC HT  -        1582.618 (meters)    5192.31  (feet)  COMP
 GP0460  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 GP0460
 GP0460  VERT ORDER  -  FIRST     CLASS II
 GP0460
 GP0460.The horizontal coordinates were scaled from a topographic map and have
 GP0460.an estimated accuracy of +/- 6 seconds.
 GP0460
 GP0460.The orthometric height was determined by differential leveling
 GP0460.and adjusted by the National Geodetic Survey in June 1991..
 GP0460
 GP0460.The geoid height was determined by GEOID03.
 GP0460
 GP0460.The dynamic height is computed by dividing the NAVD 88
 GP0460.geopotential number by the normal gravity value computed on the
 GP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0460.degrees latitude (g = 980.6199 gals.).
 GP0460
 GP0460.The modeled gravity was interpolated from observed gravity values.
 GP0460
 GP0460;                    North         East    Units  Estimated Accuracy
 GP0460;SPC AZ C     -   573,010.      287,110.      MT  (+/- 180 meters Scaled)
 GP0460
 GP0460                          SUPERSEDED SURVEY CONTROL
 GP0460
 GP0460.No superseded survey control is available for this station.
 GP0460
 GP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF912021(NAD 83)
 GP0460_MARKER: I = METAL ROD
 GP0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0460_SP_SET: STAINLESS STEEL ROD
 GP0460_STAMPING: B 506 1983
 GP0460_MARK LOGO: NGS   
 GP0460_PROJECTION: FLUSH
 GP0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0460_ROD/PIPE-DEPTH: 3.4  meters
 GP0460
 GP0460  HISTORY     - Date     Condition        Report By
 GP0460  HISTORY     - 1983     MONUMENTED       NGS
 GP0460
 GP0460                          STATION DESCRIPTION
 GP0460
 GP0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0460'12.9 KM (8.0 MI) NE FROM TUBA CITY.
 GP0460'12.9 KM (8.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0460'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.3 KM (0.2 MI)
 GP0460'SOUTHWEST OF MILEPOST 330, 30.3 METERS (99.4 FT) SOUTHEAST OF THE
 GP0460'CENTERLINE OF THE HIGHWAY, AND 7.4 METERS (24.3 FT) NORTHEAST OF THE
 GP0460'CENTER OF A PRIVATE DRIVE LEADING SOUTHEAST.  NOTE=ACCESS TO THE DATUM
 GP0460'POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0460'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0460'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0389 ***********************************************************************
 GP0389  DESIGNATION -  B 507
 GP0389  PID         -  GP0389
 GP0389  STATE/COUNTY-  AZ/NAVAJO
 GP0389  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0389
 GP0389                         *CURRENT SURVEY CONTROL
 GP0389  ___________________________________________________________________
 GP0389* NAD 83(1986)-  36 56 32.     (N)    110 12 50.     (W)     SCALED    
 GP0389* NAVD 88     -      1617.274  (meters)    5306.01   (feet)  ADJUSTED  
 GP0389  ___________________________________________________________________
 GP0389  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0389  DYNAMIC HT  -        1615.410 (meters)    5299.89  (feet)  COMP
 GP0389  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 GP0389
 GP0389  VERT ORDER  -  FIRST     CLASS II
 GP0389
 GP0389.The horizontal coordinates were scaled from a topographic map and have
 GP0389.an estimated accuracy of +/- 6 seconds.
 GP0389
 GP0389.The orthometric height was determined by differential leveling
 GP0389.and adjusted by the National Geodetic Survey in June 1991..
 GP0389
 GP0389.The geoid height was determined by GEOID03.
 GP0389
 GP0389.The dynamic height is computed by dividing the NAVD 88
 GP0389.geopotential number by the normal gravity value computed on the
 GP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0389.degrees latitude (g = 980.6199 gals.).
 GP0389
 GP0389.The modeled gravity was interpolated from observed gravity values.
 GP0389
 GP0389;                    North         East    Units  Estimated Accuracy
 GP0389;SPC AZ E     -   659,060.      209,150.      MT  (+/- 180 meters Scaled)
 GP0389
 GP0389                          SUPERSEDED SURVEY CONTROL
 GP0389
 GP0389.No superseded survey control is available for this station.
 GP0389
 GP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF699887(NAD 83)
 GP0389_MARKER: DB = BENCH MARK DISK
 GP0389_SETTING: 66 = SET IN ROCK OUTCROP
 GP0389_SP_SET: ROCK OUTCROP
 GP0389_STAMPING: B 507 1983
 GP0389_MARK LOGO: NGS   
 GP0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0389
 GP0389  HISTORY     - Date     Condition        Report By
 GP0389  HISTORY     - 1983     MONUMENTED       NGS
 GP0389
 GP0389                          STATION DESCRIPTION
 GP0389
 GP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0389'30.1 KM (18.7 MI) NORTH FROM KAYENTA.
 GP0389'30.1 KM (18.7 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0389'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 GP0389'412, IN THE NORTH END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 GP0389'0.2 KM (0.1 MI) NORTH OF A FIELD ENTRANCE, 30.0 METERS (98.4 FT) SOUTH
 GP0389'OF THE NORTH END OF THE CUT, 13.6 METERS (44.6 FT) EAST OF A FENCE AND
 GP0389'WITNESS POST, 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF THE
 GP0389'HIGHWAY, AND 0.9 METER (3.0 FT) SOUTH OF THE NORTH END OF THE CUT.
 GP0389'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0389'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0373 ***********************************************************************
 GP0373  DESIGNATION -  B 508
 GP0373  PID         -  GP0373
 GP0373  STATE/COUNTY-  AZ/COCONINO
 GP0373  USGS QUAD   -  BODAWAY MESA (1988)
 GP0373
 GP0373                         *CURRENT SURVEY CONTROL
 GP0373  ___________________________________________________________________
 GP0373* NAD 83(1992)-  36 21 41.66543(N)    111 30 33.27281(W)     ADJUSTED  
 GP0373* NAVD 88     -      1770.065  (meters)    5807.29   (feet)  ADJUSTED  
 GP0373  ___________________________________________________________________
 GP0373  X           -  -1,885,952.010 (meters)                     COMP
 GP0373  Y           -  -4,785,504.155 (meters)                     COMP
 GP0373  Z           -   3,761,611.545 (meters)                     COMP
 GP0373  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GP0373  ELLIP HEIGHT-        1747.18  (meters)          (08/22/05) GPS OBS
 GP0373  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0373  DYNAMIC HT  -        1767.832 (meters)    5799.96  (feet)  COMP
 GP0373  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 GP0373
 GP0373  HORZ ORDER  -  B
 GP0373  VERT ORDER  -  FIRST     CLASS II
 GP0373  ELLP ORDER  -  THIRD     CLASS I
 GP0373
 GP0373.The horizontal coordinates were established by GPS observations
 GP0373.and adjusted by the National Geodetic Survey in August 2005..
 GP0373
 GP0373.The orthometric height was determined by differential leveling
 GP0373.and adjusted by the National Geodetic Survey in June 1991..
 GP0373
 GP0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0373
 GP0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0373
 GP0373.The ellipsoidal height was determined by GPS observations
 GP0373.and is referenced to NAD 83.
 GP0373
 GP0373.The geoid height was determined by GEOID03.
 GP0373
 GP0373.The dynamic height is computed by dividing the NAVD 88
 GP0373.geopotential number by the normal gravity value computed on the
 GP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0373.degrees latitude (g = 980.6199 gals.).
 GP0373
 GP0373.The modeled gravity was interpolated from observed gravity values.
 GP0373
 GP0373;                    North         East     Units Scale Factor Converg.
 GP0373;SPC AZ C     -   594,707.025   249,922.886   MT  0.99991647   +0 14 29.6
 GP0373;SPC AZ C     - 1,951,138.53    819,956.98   iFT  0.99991647   +0 14 29.6
 GP0373;UTM  12      - 4,024,173.852   454,313.434   MT  0.99962572   -0 18 06.9
 GP0373
 GP0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0373!SPC AZ C     -   0.99972587  x   0.99991647  =   0.99964236
 GP0373!UTM  12      -   0.99972587  x   0.99962572  =   0.99935169
 GP0373
 GP0373                          SUPERSEDED SURVEY CONTROL
 GP0373
 GP0373  NAVD 88 (08/22/05) 1770.07   (m)         5807.3    (f) LEVELING    3  
 GP0373
 GP0373.Superseded values are not recommended for survey control.
 GP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0373.See file dsdata.txt to determine how the superseded data were derived.
 GP0373
 GP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5431324174(NAD 83)
 GP0373_MARKER: DB = BENCH MARK DISK
 GP0373_SETTING: 66 = SET IN ROCK OUTCROP
 GP0373_SP_SET: ROCK OUTCROP
 GP0373_STAMPING: B 508 1983
 GP0373_MARK LOGO: NGS   
 GP0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0373+STABILITY: POSITION/ELEVATION WELL
 GP0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0373+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0373
 GP0373  HISTORY     - Date     Condition        Report By
 GP0373  HISTORY     - 1983     MONUMENTED       NGS
 GP0373  HISTORY     - 20050401 GOOD             NGS
 GP0373
 GP0373                          STATION DESCRIPTION
 GP0373
 GP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0373'7.9 KM (4.9 MI) NW FROM THE GAP.
 GP0373'7.95 KM (4.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0373'AT THE GAP, IN TOP OF AND 0.9 METER (3 FT) SOUTHEAST OF THE NORTHWEST
 GP0373'EDGE OF A LEDGE OF LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A SMALL
 GP0373'DRY WASH AND SOUTHWEST ACROSS THE HIGHWAY FROM A TALL NARROW WATER
 GP0373'TANK, 27.3 METERS (89.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GP0373'14.9 METERS (49 FT) SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH
 GP0373'CORRUGATED METAL PIPE CULVERT, 3.9 METERS (13 FT) SOUTHEAST OF THE
 GP0373'CENTER OF THE WASH.
 GP0373'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0373'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 GP0373
 GP0373                          STATION RECOVERY (2005)
 GP0373
 GP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0251 ***********************************************************************
 GP0251  DESIGNATION -  B 51
 GP0251  PID         -  GP0251
 GP0251  STATE/COUNTY-  AZ/COCONINO
 GP0251  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0251
 GP0251                         *CURRENT SURVEY CONTROL
 GP0251  ___________________________________________________________________
 GP0251* NAD 83(1986)-  36 44 48.     (N)    111 44 30.     (W)     SCALED    
 GP0251* NAVD 88     -      1248.262  (meters)    4095.34   (feet)  POSTED    
 GP0251  ___________________________________________________________________
 GP0251  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0251  DYNAMIC HT  -        1246.810 (meters)    4090.58  (feet)  COMP
 GP0251  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 GP0251
 GP0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0251
 GP0251.The horizontal coordinates were scaled from a topographic map and have
 GP0251.an estimated accuracy of +/- 6 seconds.
 GP0251
 GP0251.The orthometric height was determined by differential leveling
 GP0251.and adjusted by the National Geodetic Survey in 1992..
 GP0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0251.rate of 0.0 thru 1.0 mm/km.
 GP0251
 GP0251.The geoid height was determined by GEOID03.
 GP0251
 GP0251.The dynamic height is computed by dividing the NAVD 88
 GP0251.geopotential number by the normal gravity value computed on the
 GP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0251.degrees latitude (g = 980.6199 gals.).
 GP0251
 GP0251.The modeled gravity was interpolated from observed gravity values.
 GP0251
 GP0251;                    North         East    Units  Estimated Accuracy
 GP0251;SPC AZ C     -   637,370.      228,990.      MT  (+/- 180 meters Scaled)
 GP0251
 GP0251                          SUPERSEDED SURVEY CONTROL
 GP0251
 GP0251  NGVD 29 (??/??/92) 1247.354  (m)         4092.36   (f) ADJ UNCH    1 2
 GP0251
 GP0251.Superseded values are not recommended for survey control.
 GP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0251.See file dsdata.txt to determine how the superseded data were derived.
 GP0251
 GP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF337670(NAD 83)
 GP0251_MARKER: DB = BENCH MARK DISK
 GP0251_SETTING: 66 = SET IN ROCK OUTCROP
 GP0251_SP_SET: ROCK OUTCROP
 GP0251_STAMPING: B 51 1934
 GP0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0251+STABILITY: POSITION/ELEVATION WELL
 GP0251
 GP0251  HISTORY     - Date     Condition        Report By
 GP0251  HISTORY     - 1934     MONUMENTED       CGS
 GP0251
 GP0251                          STATION DESCRIPTION
 GP0251
 GP0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0251'7.9 MI SW FROM MARBLE CANYON.
 GP0251'7.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0251'MARBLE CANYON, COCONINO COUNTY, 0.5 MILE EAST OF THE CLIFF DWELLERS
 GP0251'SERVICE STATION IN 1934, 90 YARDS EAST OF THE CULVERT AT STATION
 GP0251'445+75.0, 90 YARDS EAST OF THE EAST ONE OF SOME LARGE BOULDERS SOUTH
 GP0251'OF THE HIGHWAY, 72 FEET EAST OF A SMALL FALL IN A WASH, 51 FEET SOUTH
 GP0251'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF A ROCK
 GP0251'OUTCROP, AND ABOUT 18 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 GP0251'STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0509 ***********************************************************************
 FQ0509  DESIGNATION -  B 510
 FQ0509  PID         -  FQ0509
 FQ0509  STATE/COUNTY-  AZ/COCONINO
 FQ0509  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0509
 FQ0509                         *CURRENT SURVEY CONTROL
 FQ0509  ___________________________________________________________________
 FQ0509* NAD 83(1986)-  35 51 38.     (N)    111 25 13.     (W)     SCALED    
 FQ0509* NAVD 88     -      1317.741  (meters)    4323.29   (feet)  ADJUSTED  
 FQ0509  ___________________________________________________________________
 FQ0509  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0509  DYNAMIC HT  -        1316.094 (meters)    4317.89  (feet)  COMP
 FQ0509  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 FQ0509
 FQ0509  VERT ORDER  -  FIRST     CLASS II
 FQ0509
 FQ0509.The horizontal coordinates were scaled from a topographic map and have
 FQ0509.an estimated accuracy of +/- 6 seconds.
 FQ0509
 FQ0509.The orthometric height was determined by differential leveling
 FQ0509.and adjusted by the National Geodetic Survey in June 1991..
 FQ0509
 FQ0509.The geoid height was determined by GEOID03.
 FQ0509
 FQ0509.The dynamic height is computed by dividing the NAVD 88
 FQ0509.geopotential number by the normal gravity value computed on the
 FQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0509.degrees latitude (g = 980.6199 gals.).
 FQ0509
 FQ0509.The modeled gravity was interpolated from observed gravity values.
 FQ0509
 FQ0509;                    North         East    Units  Estimated Accuracy
 FQ0509;SPC AZ C     -   539,160.      258,190.      MT  (+/- 180 meters Scaled)
 FQ0509
 FQ0509                          SUPERSEDED SURVEY CONTROL
 FQ0509
 FQ0509.No superseded survey control is available for this station.
 FQ0509
 FQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE620685(NAD 83)
 FQ0509_MARKER: DB = BENCH MARK DISK
 FQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0509_SP_SET: ROCK OUTCROP
 FQ0509_STAMPING: B 510 1983
 FQ0509_MARK LOGO: NGS   
 FQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0509+STABILITY: POSITION/ELEVATION WELL
 FQ0509
 FQ0509  HISTORY     - Date     Condition        Report By
 FQ0509  HISTORY     - 1983     MONUMENTED       NGS
 FQ0509
 FQ0509                          STATION DESCRIPTION
 FQ0509
 FQ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0509'1.8 KM (1.1 MI) SOUTH FROM CAMERON.
 FQ0509'1.8 KM (1.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0509'CAMERON, IN TOP OF A MASSIVE SANDSTONE OUTCROP ON THE EAST SIDE OF A
 FQ0509'LARGE WASH, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 466, 73.1 METERS (240
 FQ0509'FT) WEST OF THE HIGHWAY CENTERLINE, 46.0 METERS (151 FT) WEST OF THE
 FQ0509'WEST RIGHT OF WAY FENCE, 4.5 METERS (15 FT) EAST OF THE EAST EDGE OF
 FQ0509'THE WASH.
 FQ0509'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0509'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0501 ***********************************************************************
 FQ0501  DESIGNATION -  B 511
 FQ0501  PID         -  FQ0501
 FQ0501  STATE/COUNTY-  AZ/COCONINO
 FQ0501  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0501
 FQ0501                         *CURRENT SURVEY CONTROL
 FQ0501  ___________________________________________________________________
 FQ0501* NAD 83(1986)-  35 46 16.     (N)    111 27 47.     (W)     SCALED    
 FQ0501* NAVD 88     -      1424.384  (meters)    4673.17   (feet)  ADJUSTED  
 FQ0501  ___________________________________________________________________
 FQ0501  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0501  DYNAMIC HT  -        1422.581 (meters)    4667.25  (feet)  COMP
 FQ0501  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 FQ0501
 FQ0501  VERT ORDER  -  FIRST     CLASS II
 FQ0501
 FQ0501.The horizontal coordinates were scaled from a topographic map and have
 FQ0501.an estimated accuracy of +/- 6 seconds.
 FQ0501
 FQ0501.The orthometric height was determined by differential leveling
 FQ0501.and adjusted by the National Geodetic Survey in June 1991..
 FQ0501
 FQ0501.The geoid height was determined by GEOID03.
 FQ0501
 FQ0501.The dynamic height is computed by dividing the NAVD 88
 FQ0501.geopotential number by the normal gravity value computed on the
 FQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0501.degrees latitude (g = 980.6199 gals.).
 FQ0501
 FQ0501.The modeled gravity was interpolated from observed gravity values.
 FQ0501
 FQ0501;                    North         East    Units  Estimated Accuracy
 FQ0501;SPC AZ C     -   529,210.      254,370.      MT  (+/- 180 meters Scaled)
 FQ0501
 FQ0501                          SUPERSEDED SURVEY CONTROL
 FQ0501
 FQ0501.No superseded survey control is available for this station.
 FQ0501
 FQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE581586(NAD 83)
 FQ0501_MARKER: DB = BENCH MARK DISK
 FQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0501_SP_SET: ROCK OUTCROP
 FQ0501_STAMPING: B 511 1983
 FQ0501_MARK LOGO: NGS   
 FQ0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0501+STABILITY: POSITION/ELEVATION WELL
 FQ0501
 FQ0501  HISTORY     - Date     Condition        Report By
 FQ0501  HISTORY     - 1983     MONUMENTED       NGS
 FQ0501
 FQ0501                          STATION DESCRIPTION
 FQ0501
 FQ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0501'12.6 KM (7.8 MI) SOUTH FROM CAMERON.
 FQ0501'12.6 KM (7.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0501'CAMERON, IN TOP OF A PORTION OF OUTCROP ON THE WEST EDGE OF A DRAINAGE
 FQ0501'DITCH, 0.3 KM (0.2 MI) SOUTH OF A ROAD LEADING WEST, 21.9 METERS (72
 FQ0501'FT) EAST OF THE HIGHWAY CENTERLINE, 100.5 METERS (330 FT) NORTHEAST OF
 FQ0501'MILEPOST 459, 53.3 METERS (175 FT) SOUTH OF THE SOUTH END OF A
 FQ0501'HEADWALL FOR A 48-INCH CORRUGATED METAL PIPE CULVERT, 7.6 METERS (25
 FQ0501'FT) WEST OF THE RIGHT OF WAY FENCE, 1.5 METERS (5 FT) WEST OF THE WEST
 FQ0501'EDGE OF THE DITCH.
 FQ0501'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0501'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0435 ***********************************************************************
 GP0435  DESIGNATION -  B 512
 GP0435  PID         -  GP0435
 GP0435  STATE/COUNTY-  AZ/COCONINO
 GP0435  USGS QUAD   -  COW SPRINGS (1970)
 GP0435
 GP0435                         *CURRENT SURVEY CONTROL
 GP0435  ___________________________________________________________________
 GP0435* NAD 83(1986)-  36 25 27.     (N)    110 47 32.     (W)     SCALED    
 GP0435* NAVD 88     -      1815.384  (meters)    5955.97   (feet)  ADJUSTED  
 GP0435  ___________________________________________________________________
 GP0435  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 GP0435  DYNAMIC HT  -        1813.094 (meters)    5948.46  (feet)  COMP
 GP0435  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 GP0435
 GP0435  VERT ORDER  -  FIRST     CLASS II
 GP0435
 GP0435.The horizontal coordinates were scaled from a topographic map and have
 GP0435.an estimated accuracy of +/- 6 seconds.
 GP0435
 GP0435.The orthometric height was determined by differential leveling
 GP0435.and adjusted by the National Geodetic Survey in June 1991..
 GP0435
 GP0435.The geoid height was determined by GEOID03.
 GP0435
 GP0435.The dynamic height is computed by dividing the NAVD 88
 GP0435.geopotential number by the normal gravity value computed on the
 GP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0435.degrees latitude (g = 980.6199 gals.).
 GP0435
 GP0435.The modeled gravity was interpolated from observed gravity values.
 GP0435
 GP0435;                    North         East    Units  Estimated Accuracy
 GP0435;SPC AZ C     -   602,160.      314,190.      MT  (+/- 180 meters Scaled)
 GP0435
 GP0435                          SUPERSEDED SURVEY CONTROL
 GP0435
 GP0435.No superseded survey control is available for this station.
 GP0435
 GP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF186310(NAD 83)
 GP0435_MARKER: I = METAL ROD
 GP0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0435_SP_SET: STAINLESS STEEL ROD
 GP0435_STAMPING: B 512 1983
 GP0435_MARK LOGO: NGS   
 GP0435_PROJECTION: FLUSH
 GP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0435_ROD/PIPE-DEPTH: 7.7  meters
 GP0435
 GP0435  HISTORY     - Date     Condition        Report By
 GP0435  HISTORY     - 1983     MONUMENTED       NGS
 GP0435
 GP0435                          STATION DESCRIPTION
 GP0435
 GP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0435'54.0 KM (33.5 MI) NE FROM TUBA CITY.
 GP0435'54.0 KM (33.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0435'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 2.9 KM (1.8 MI)
 GP0435'NORTHEAST OF THE COW SPRINGS TRADING POST, 75.6 METERS (248.0 FT)
 GP0435'NORTH OF MILEPOST 355, 58.8 METERS (192.9 FT) NORTHWEST OF THE
 GP0435'CENTERLINE OF THE HIGHWAY, 11.1 METERS (36.4 FT) SOUTHWEST OF THE
 GP0435'CENTER OF A GRAVELED ROAD LEADING NORTH, AND 4.3 METERS (14.1 FT)
 GP0435'SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0435'THROUGH A 5-INCH LOGO CAP.
 GP0435'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0435'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0410 ***********************************************************************
 GP0410  DESIGNATION -  B 513
 GP0410  PID         -  GP0410
 GP0410  STATE/COUNTY-  AZ/NAVAJO
 GP0410  USGS QUAD   -  MARSH PASS (1968)
 GP0410
 GP0410                         *CURRENT SURVEY CONTROL
 GP0410  ___________________________________________________________________
 GP0410* NAD 83(1986)-  36 40 23.     (N)    110 23 54.     (W)     SCALED    
 GP0410* NAVD 88     -      1844.025  (meters)    6049.94   (feet)  ADJUSTED  
 GP0410  ___________________________________________________________________
 GP0410  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GP0410  DYNAMIC HT  -        1841.763 (meters)    6042.52  (feet)  COMP
 GP0410  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 GP0410
 GP0410  VERT ORDER  -  FIRST     CLASS II
 GP0410
 GP0410.The horizontal coordinates were scaled from a topographic map and have
 GP0410.an estimated accuracy of +/- 6 seconds.
 GP0410
 GP0410.The orthometric height was determined by differential leveling
 GP0410.and adjusted by the National Geodetic Survey in June 1991..
 GP0410
 GP0410.The geoid height was determined by GEOID03.
 GP0410
 GP0410.The dynamic height is computed by dividing the NAVD 88
 GP0410.geopotential number by the normal gravity value computed on the
 GP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0410.degrees latitude (g = 980.6199 gals.).
 GP0410
 GP0410.The modeled gravity was interpolated from observed gravity values.
 GP0410
 GP0410;                    North         East    Units  Estimated Accuracy
 GP0410;SPC AZ E     -   629,220.      192,650.      MT  (+/- 180 meters Scaled)
 GP0410
 GP0410                          SUPERSEDED SURVEY CONTROL
 GP0410
 GP0410.No superseded survey control is available for this station.
 GP0410
 GP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF537587(NAD 83)
 GP0410_MARKER: DB = BENCH MARK DISK
 GP0410_SETTING: 66 = SET IN ROCK OUTCROP
 GP0410_SP_SET: ROCK OUTCROP
 GP0410_STAMPING: B 513 1983
 GP0410_MARK LOGO: NGS   
 GP0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0410+STABILITY: POSITION/ELEVATION WELL
 GP0410
 GP0410  HISTORY     - Date     Condition        Report By
 GP0410  HISTORY     - 1983     MONUMENTED       NGS
 GP0410
 GP0410                          STATION DESCRIPTION
 GP0410
 GP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0410'14.4 KM (8.95 MI) SW FROM KAYENTA.
 GP0410'14.4 KM (8.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0410'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.7 KM (0.45 MI) SOUTHWEST
 GP0410'OF MILEPOST 385, IN THE CENTER OF THE NORTHWEST 1/4 OF A 6- BY 18-FOOT
 GP0410'EXPOSED AREA OF OUTCROPPING BEDROCK, 111.5 METERS (365.8 FT) SOUTHWEST
 GP0410'OF THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTHWEST, 11.9 METERS
 GP0410'(39.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER
 GP0410'(3.0 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP, AND 0.4 METER
 GP0410'(1.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0410'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 GP0410'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2495 ***********************************************************************
 CZ2495  DESIGNATION -  B 516
 CZ2495  PID         -  CZ2495
 CZ2495  STATE/COUNTY-  AZ/PINAL
 CZ2495  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2495
 CZ2495                         *CURRENT SURVEY CONTROL
 CZ2495  ___________________________________________________________________
 CZ2495* NAD 83(1986)-  32 43 10.     (N)    111 32 59.     (W)     SCALED    
 CZ2495* NAVD 88     -       482.697  (meters)    1583.65   (feet)  ADJUSTED  
 CZ2495  ___________________________________________________________________
 CZ2495  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2495  DYNAMIC HT  -         482.081 (meters)    1581.63  (feet)  COMP
 CZ2495  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 CZ2495
 CZ2495  VERT ORDER  -  FIRST     CLASS II
 CZ2495
 CZ2495.The horizontal coordinates were scaled from a topographic map and have
 CZ2495.an estimated accuracy of +/- 6 seconds.
 CZ2495
 CZ2495.The orthometric height was determined by differential leveling
 CZ2495.and adjusted by the National Geodetic Survey in November 1993..
 CZ2495
 CZ2495.The geoid height was determined by GEOID03.
 CZ2495
 CZ2495.The dynamic height is computed by dividing the NAVD 88
 CZ2495.geopotential number by the normal gravity value computed on the
 CZ2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2495.degrees latitude (g = 980.6199 gals.).
 CZ2495
 CZ2495.The modeled gravity was interpolated from observed gravity values.
 CZ2495
 CZ2495;                    North         East    Units  Estimated Accuracy
 CZ2495;SPC AZ C     -   190,700.      247,760.      MT  (+/- 180 meters Scaled)
 CZ2495
 CZ2495                          SUPERSEDED SURVEY CONTROL
 CZ2495
 CZ2495.No superseded survey control is available for this station.
 CZ2495
 CZ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484203(NAD 83)
 CZ2495_MARKER: I = METAL ROD
 CZ2495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2495_STAMPING: B 516 1991
 CZ2495_MARK LOGO: NGS   
 CZ2495_PROJECTION: FLUSH
 CZ2495_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2495+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2495_ROD/PIPE-DEPTH: 8.3  meters
 CZ2495_SLEEVE-DEPTH  : 0.9 meters
 CZ2495
 CZ2495  HISTORY     - Date     Condition        Report By
 CZ2495  HISTORY     - 1991     MONUMENTED       NGS
 CZ2495
 CZ2495                          STATION DESCRIPTION
 CZ2495
 CZ2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2495'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2495'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2495'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 12.4 M
 CZ2495'(40.7 FT) SOUTH OF THE CENTER OF PHILLIPS ROAD, 12.0 M (39.4 FT)
 CZ2495'NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND A
 CZ2495'CANAL DRAIN, 9.0 M (29.5 FT) EAST OF AND LEVEL WITH THE BOULEVARD
 CZ2495'CENTERLINE, 2.3 M (7.5 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE,
 CZ2495'1.5 M (4.9 FT) NORTH OF THE NORTHEAST CORNER OF UTILITY PEDESTAL
 CZ2495'NUMBER 27 SUNSHINE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 CZ2495'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2292 ***********************************************************************
 DU2292  DESIGNATION -  B 517
 DU2292  PID         -  DU2292
 DU2292  STATE/COUNTY-  AZ/PINAL
 DU2292  USGS QUAD   -  FLORENCE (1981)
 DU2292
 DU2292                         *CURRENT SURVEY CONTROL
 DU2292  ___________________________________________________________________
 DU2292* NAD 83(1986)-  33 07 08.     (N)    111 29 18.     (W)     SCALED    
 DU2292* NAVD 88     -       462.098  (meters)    1516.07   (feet)  ADJUSTED  
 DU2292  ___________________________________________________________________
 DU2292  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2292  DYNAMIC HT  -         461.538 (meters)    1514.23  (feet)  COMP
 DU2292  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 DU2292
 DU2292  VERT ORDER  -  FIRST     CLASS II
 DU2292
 DU2292.The horizontal coordinates were scaled from a topographic map and have
 DU2292.an estimated accuracy of +/- 6 seconds.
 DU2292
 DU2292.The orthometric height was determined by differential leveling
 DU2292.and adjusted by the National Geodetic Survey in November 1993..
 DU2292
 DU2292.The geoid height was determined by GEOID03.
 DU2292
 DU2292.The dynamic height is computed by dividing the NAVD 88
 DU2292.geopotential number by the normal gravity value computed on the
 DU2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2292.degrees latitude (g = 980.6199 gals.).
 DU2292
 DU2292.The modeled gravity was interpolated from observed gravity values.
 DU2292
 DU2292;                    North         East    Units  Estimated Accuracy
 DU2292;SPC AZ C     -   235,020.      253,330.      MT  (+/- 180 meters Scaled)
 DU2292
 DU2292                          SUPERSEDED SURVEY CONTROL
 DU2292
 DU2292.No superseded survey control is available for this station.
 DU2292
 DU2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB544645(NAD 83)
 DU2292_MARKER: I = METAL ROD
 DU2292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2292_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2292_STAMPING: B 517 1992
 DU2292_MARK LOGO: NGS   
 DU2292_PROJECTION: FLUSH
 DU2292_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2292+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU2292_ROD/PIPE-DEPTH: 3.4  meters
 DU2292_SLEEVE-DEPTH  : 0.9 meters
 DU2292
 DU2292  HISTORY     - Date     Condition        Report By
 DU2292  HISTORY     - 1992     MONUMENTED       NGS
 DU2292  HISTORY     - 20060907 GOOD             GEOCAC
 DU2292
 DU2292                          STATION DESCRIPTION
 DU2292
 DU2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2292'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU2292'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU2292'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 7.5 KM
 DU2292'(4.65 MI) NORTHERLY ALONG FELIX ROAD, THENCE 2.8 KM (1.75 MI)
 DU2292'WESTERLY ALONG ARIZONA FARMS ROAD, THENCE 0.1 KM (0.05 MI)
 DU2292'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 6.8 M (22.3 FT)
 DU2292'SOUTHWEST OF THE NEAR RAIL, 3.7 M (12.1 FT) SOUTHWEST OF MILEPOST
 DU2292'951, 2.3 M (7.5 FT) NORTHEAST OF A UTILITY POLE STUB, 1.6 M (5.2 FT)
 DU2292'BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 DU2292'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2292'LOGO CAP.
 DU2292
 DU2292                          STATION RECOVERY (2006)
 DU2292
 DU2292'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2318 ***********************************************************************
 DU2318  DESIGNATION -  B 518
 DU2318  PID         -  DU2318
 DU2318  STATE/COUNTY-  AZ/MARICOPA
 DU2318  USGS QUAD   -  MESA (1982)
 DU2318
 DU2318                         *CURRENT SURVEY CONTROL
 DU2318  ___________________________________________________________________
 DU2318* NAD 83(1986)-  33 24 56.     (N)    111 46 14.     (W)     SCALED    
 DU2318* NAVD 88     -       384.832  (meters)    1262.57   (feet)  ADJUSTED  
 DU2318  ___________________________________________________________________
 DU2318  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU2318  DYNAMIC HT  -         384.377 (meters)    1261.08  (feet)  COMP
 DU2318  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 DU2318
 DU2318  VERT ORDER  -  FIRST     CLASS II
 DU2318
 DU2318.The horizontal coordinates were scaled from a topographic map and have
 DU2318.an estimated accuracy of +/- 6 seconds.
 DU2318
 DU2318.The orthometric height was determined by differential leveling
 DU2318.and adjusted by the National Geodetic Survey in November 1993..
 DU2318
 DU2318.The geoid height was determined by GEOID03.
 DU2318
 DU2318.The dynamic height is computed by dividing the NAVD 88
 DU2318.geopotential number by the normal gravity value computed on the
 DU2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2318.degrees latitude (g = 980.6199 gals.).
 DU2318
 DU2318.The modeled gravity was interpolated from observed gravity values.
 DU2318
 DU2318;                    North         East    Units  Estimated Accuracy
 DU2318;SPC AZ C     -   267,850.      226,950.      MT  (+/- 180 meters Scaled)
 DU2318
 DU2318                          SUPERSEDED SURVEY CONTROL
 DU2318
 DU2318.No superseded survey control is available for this station.
 DU2318
 DU2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB283976(NAD 83)
 DU2318_MARKER: I = METAL ROD
 DU2318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2318_SP_SET: STAINLESS STEEL ROD
 DU2318_STAMPING: B 518 1992
 DU2318_MARK LOGO: NGS   
 DU2318_PROJECTION: FLUSH
 DU2318_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2318+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DU2318_ROD/PIPE-DEPTH: 3.6  meters
 DU2318
 DU2318  HISTORY     - Date     Condition        Report By
 DU2318  HISTORY     - 1992     MONUMENTED       NGS
 DU2318  HISTORY     - 20051230 GOOD             GEOCAC
 DU2318
 DU2318                          STATION DESCRIPTION
 DU2318
 DU2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2318'6.4 KM (3.95 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2318'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 8.6 M
 DU2318'(28.2 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 7.2 M (23.6 FT)
 DU2318'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU2318'NORTH LINDSAY ROAD, 3.8 M (12.5 FT) NORTH-NORTHWEST OF A TRAFFIC
 DU2318'SIGNAL, 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE, AND 0.4 M (1.3 FT)
 DU2318'EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT
 DU2318'IS THROUGH A 5-INCH LOGO CAP.
 DU2318
 DU2318                          STATION RECOVERY (2005)
 DU2318
 DU2318'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2318'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE MARK IS 5.5 FEET
 DU2318'SOUTH OF THE UTILITY POLE. COORDINATES ARE
 DU2318'33 24 56.40 (N)   111 46 15.00 (W) (NAD 83).
 DU2318' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2291 ***********************************************************************
 DV2291  DESIGNATION -  B 519
 DV2291  PID         -  DV2291
 DV2291  STATE/COUNTY-  AZ/MARICOPA
 DV2291  USGS QUAD   -  PHOENIX (1982)
 DV2291
 DV2291                         *CURRENT SURVEY CONTROL
 DV2291  ___________________________________________________________________
 DV2291* NAD 83(1986)-  33 24 25.     (N)    112 01 28.     (W)     SCALED    
 DV2291* NAVD 88     -       338.613  (meters)    1110.93   (feet)  ADJUSTED  
 DV2291  ___________________________________________________________________
 DV2291  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2291  DYNAMIC HT  -         338.224 (meters)    1109.66  (feet)  COMP
 DV2291  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DV2291
 DV2291  VERT ORDER  -  FIRST     CLASS II
 DV2291
 DV2291.The horizontal coordinates were scaled from a topographic map and have
 DV2291.an estimated accuracy of +/- 6 seconds.
 DV2291
 DV2291.The orthometric height was determined by differential leveling
 DV2291.and adjusted by the National Geodetic Survey in November 1993..
 DV2291
 DV2291.The geoid height was determined by GEOID03.
 DV2291
 DV2291.The dynamic height is computed by dividing the NAVD 88
 DV2291.geopotential number by the normal gravity value computed on the
 DV2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2291.degrees latitude (g = 980.6199 gals.).
 DV2291
 DV2291.The modeled gravity was interpolated from observed gravity values.
 DV2291
 DV2291;                    North         East    Units  Estimated Accuracy
 DV2291;SPC AZ C     -   266,890.      203,340.      MT  (+/- 180 meters Scaled)
 DV2291
 DV2291                          SUPERSEDED SURVEY CONTROL
 DV2291
 DV2291.No superseded survey control is available for this station.
 DV2291
 DV2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047968(NAD 83)
 DV2291_MARKER: I = METAL ROD
 DV2291_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV2291+WITH SETTING: INFORMATION.
 DV2291_SP_SET: METAL ROD DRIVEN INTO GROUND
 DV2291_STAMPING: B 519 1992
 DV2291_MARK LOGO: NGS   
 DV2291_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2291+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2291
 DV2291  HISTORY     - Date     Condition        Report By
 DV2291  HISTORY     - 1992     MONUMENTED       NGS
 DV2291
 DV2291                          STATION DESCRIPTION
 DV2291
 DV2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2291'IN PHOENIX, AT THE INTERSECTION OF EAST BROADWAY ROAD AND SOUTH 27TH
 DV2291'STREET, 14.0 M (45.9 FT) WEST OF THE STREET CENTER, 6.4 M (21.0 FT)
 DV2291'NORTH OF AND LEVEL WITH THE WESTBOUND LANES OF THE ROAD, AND 0.5 M
 DV2291'(1.6 FT) NORTH OF A FENCE BETWEEN TWO PLANTERS.  NOTE--ACCESS TO THE
 DV2291'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 DV2291'REFUSAL AND ANCHORED, AT 2.3 METERS AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0034 ***********************************************************************
 GQ0034  DESIGNATION -  B 52
 GQ0034  PID         -  GQ0034
 GQ0034  STATE/COUNTY-  AZ/COCONINO
 GQ0034  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0034
 GQ0034                         *CURRENT SURVEY CONTROL
 GQ0034  ___________________________________________________________________
 GQ0034* NAD 83(1986)-  36 50 47.     (N)    112 16 12.     (W)     SCALED    
 GQ0034* NAVD 88     -      1871.765  (meters)    6140.95   (feet)  POSTED    
 GQ0034  ___________________________________________________________________
 GQ0034  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 GQ0034  DYNAMIC HT  -        1869.450 (meters)    6133.35  (feet)  COMP
 GQ0034  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 GQ0034
 GQ0034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0034
 GQ0034.The horizontal coordinates were scaled from a topographic map and have
 GQ0034.an estimated accuracy of +/- 6 seconds.
 GQ0034
 GQ0034.The orthometric height was determined by differential leveling
 GQ0034.and adjusted by the National Geodetic Survey in 1992..
 GQ0034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0034.rate of 0.0 thru 1.0 mm/km.
 GQ0034
 GQ0034.The geoid height was determined by GEOID03.
 GQ0034
 GQ0034.The dynamic height is computed by dividing the NAVD 88
 GQ0034.geopotential number by the normal gravity value computed on the
 GQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0034.degrees latitude (g = 980.6199 gals.).
 GQ0034
 GQ0034.The modeled gravity was interpolated from observed gravity values.
 GQ0034
 GQ0034;                    North         East    Units  Estimated Accuracy
 GQ0034;SPC AZ C     -   648,480.      181,850.      MT  (+/- 180 meters Scaled)
 GQ0034
 GQ0034                          SUPERSEDED SURVEY CONTROL
 GQ0034
 GQ0034  NGVD 29 (??/??/92) 1870.687  (m)         6137.41   (f) ADJ UNCH    1 2
 GQ0034
 GQ0034.Superseded values are not recommended for survey control.
 GQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0034.See file dsdata.txt to determine how the superseded data were derived.
 GQ0034
 GQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF867785(NAD 83)
 GQ0034_MARKER: DB = BENCH MARK DISK
 GQ0034_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0034_SP_SET: OUTCROP
 GQ0034_STAMPING: B 52 1934
 GQ0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0034+STABILITY: POSITION/ELEVATION WELL
 GQ0034
 GQ0034  HISTORY     - Date     Condition        Report By
 GQ0034  HISTORY     - 1934     MONUMENTED       CGS
 GQ0034  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0034
 GQ0034                          STATION DESCRIPTION
 GQ0034
 GQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0034'17.0 MI SE FROM FREDONIA.
 GQ0034'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0034'COUNTY, 1.0 MILE NORTHEAST OF A CATTLE GUARD AND FENCE ON THE WEST
 GQ0034'BOUNDARY OF THE KAIBAB NATIONAL FOREST, 71 FEET NORTHEAST OF A 2-FOOT
 GQ0034'IRON-PIPE CULVERT, 61 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GQ0034'ON THE EAST EDGE OF A RAVINE, AND IN THE TOP OF A LIMESTONE OUTCROP. A
 GQ0034'STANDARD DISK, STAMPED B 52 1934.
 GQ0034
 GQ0034                          STATION RECOVERY (1966)
 GQ0034
 GQ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2316 ***********************************************************************
 DV2316  DESIGNATION -  B 520
 DV2316  PID         -  DV2316
 DV2316  STATE/COUNTY-  AZ/MARICOPA
 DV2316  USGS QUAD   -  TOLLESON (1982)
 DV2316
 DV2316                         *CURRENT SURVEY CONTROL
 DV2316  ___________________________________________________________________
 DV2316* NAD 83(1986)-  33 25 13.     (N)    112 21 15.     (W)     SCALED    
 DV2316* NAVD 88     -       292.221  (meters)     958.73   (feet)  ADJUSTED  
 DV2316  ___________________________________________________________________
 DV2316  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV2316  DYNAMIC HT  -         291.885 (meters)     957.63  (feet)  COMP
 DV2316  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV2316
 DV2316  VERT ORDER  -  FIRST     CLASS II
 DV2316
 DV2316.The horizontal coordinates were scaled from a topographic map and have
 DV2316.an estimated accuracy of +/- 6 seconds.
 DV2316
 DV2316.The orthometric height was determined by differential leveling
 DV2316.and adjusted by the National Geodetic Survey in November 1993..
 DV2316
 DV2316.The geoid height was determined by GEOID03.
 DV2316
 DV2316.The dynamic height is computed by dividing the NAVD 88
 DV2316.geopotential number by the normal gravity value computed on the
 DV2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2316.degrees latitude (g = 980.6199 gals.).
 DV2316
 DV2316.The modeled gravity was interpolated from observed gravity values.
 DV2316
 DV2316;                    North         East    Units  Estimated Accuracy
 DV2316;SPC AZ C     -   268,450.      172,670.      MT  (+/- 180 meters Scaled)
 DV2316
 DV2316                          SUPERSEDED SURVEY CONTROL
 DV2316
 DV2316.No superseded survey control is available for this station.
 DV2316
 DV2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB740987(NAD 83)
 DV2316_MARKER: DV = VERTICAL CONTROL DISK
 DV2316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2316_SP_SET: FOUNDATION
 DV2316_STAMPING: B 520 1992
 DV2316_MARK LOGO: NGS   
 DV2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2316
 DV2316  HISTORY     - Date     Condition        Report By
 DV2316  HISTORY     - 1992     MONUMENTED       NGS
 DV2316
 DV2316                          STATION DESCRIPTION
 DV2316
 DV2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2316'IN AVONDALE, AT 275 WEST LOWER BUCKEYE ROAD, SET VERTICALLY IN THE
 DV2316'NORTH FACE OF THE RESEARCH PRODUCTS CORPORATION WAREHOUSE, 67.0 M
 DV2316'(219.8 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 1.0 M (3.3
 DV2316'FT) ABOVE THE GROUND SURFACE, 0.8 M (2.6 FT) EAST OF THE NORTHWEST
 DV2316'CORNER OF THE BUILDING, AND 0.5 M (1.6 FT) WEST OF THE WEST EDGE OF
 DV2316'LOADING BAY NUMBER 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2335 ***********************************************************************
 DV2335  DESIGNATION -  B 521
 DV2335  PID         -  DV2335
 DV2335  STATE/COUNTY-  AZ/MARICOPA
 DV2335  USGS QUAD   -  FOWLER (1982)
 DV2335
 DV2335                         *CURRENT SURVEY CONTROL
 DV2335  ___________________________________________________________________
 DV2335* NAD 83(1986)-  33 22 38.     (N)    112 10 11.     (W)     SCALED    
 DV2335* NAVD 88     -       309.194  (meters)    1014.41   (feet)  ADJUSTED  
 DV2335  ___________________________________________________________________
 DV2335  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2335  DYNAMIC HT  -         308.841 (meters)    1013.26  (feet)  COMP
 DV2335  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DV2335
 DV2335  VERT ORDER  -  FIRST     CLASS II
 DV2335
 DV2335.The horizontal coordinates were scaled from a topographic map and have
 DV2335.an estimated accuracy of +/- 6 seconds.
 DV2335
 DV2335.The orthometric height was determined by differential leveling
 DV2335.and adjusted by the National Geodetic Survey in August 1994..
 DV2335
 DV2335.The geoid height was determined by GEOID03.
 DV2335
 DV2335.The dynamic height is computed by dividing the NAVD 88
 DV2335.geopotential number by the normal gravity value computed on the
 DV2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2335.degrees latitude (g = 980.6199 gals.).
 DV2335
 DV2335.The modeled gravity was interpolated from observed gravity values.
 DV2335
 DV2335;                    North         East    Units  Estimated Accuracy
 DV2335;SPC AZ C     -   263,610.      189,820.      MT  (+/- 180 meters Scaled)
 DV2335
 DV2335                          SUPERSEDED SURVEY CONTROL
 DV2335
 DV2335.No superseded survey control is available for this station.
 DV2335
 DV2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911937(NAD 83)
 DV2335_MARKER: DV = VERTICAL CONTROL DISK
 DV2335_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2335_SP_SET: FOOTING
 DV2335_STAMPING: B 521 1994
 DV2335_MARK LOGO: NGS   
 DV2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2335+STABILITY: POSITION/ELEVATION WELL
 DV2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2335+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DV2335
 DV2335  HISTORY     - Date     Condition        Report By
 DV2335  HISTORY     - 1994     MONUMENTED       NGS
 DV2335  HISTORY     - 20060816 GOOD             GEOCAC
 DV2335
 DV2335                          STATION DESCRIPTION
 DV2335
 DV2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2335'1.7 KM (1.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2335'LAVEEN, NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR HIGH
 DV2335'LINE TOWER NUMBER 32, 133.7 M (438.6 FT) WEST THE AVENUE CENTERLINE,
 DV2335'17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF BASELINE ROAD, 5.1 M
 DV2335'(16.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 DV2335'ENCLOSING A WELL, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5
 DV2335'M (1.6 FT) ABOVE THE GROUND SURFACE.
 DV2335
 DV2335                          STATION RECOVERY (2006)
 DV2335
 DV2335'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2379 ***********************************************************************
 DU2379  DESIGNATION -  B 522
 DU2379  PID         -  DU2379
 DU2379  STATE/COUNTY-  AZ/MARICOPA
 DU2379  USGS QUAD   -  MESA (1982)
 DU2379
 DU2379                         *CURRENT SURVEY CONTROL
 DU2379  ___________________________________________________________________
 DU2379* NAD 83(1986)-  33 24 01.     (N)    111 50 05.     (W)     SCALED    
 DU2379* NAVD 88     -       373.519  (meters)    1225.45   (feet)  ADJUSTED  
 DU2379  ___________________________________________________________________
 DU2379  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU2379  DYNAMIC HT  -         373.077 (meters)    1224.00  (feet)  COMP
 DU2379  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 DU2379
 DU2379  VERT ORDER  -  FIRST     CLASS II
 DU2379
 DU2379.The horizontal coordinates were scaled from a topographic map and have
 DU2379.an estimated accuracy of +/- 6 seconds.
 DU2379
 DU2379.The orthometric height was determined by differential leveling
 DU2379.and adjusted by the National Geodetic Survey in August 1994..
 DU2379
 DU2379.The geoid height was determined by GEOID03.
 DU2379
 DU2379.The dynamic height is computed by dividing the NAVD 88
 DU2379.geopotential number by the normal gravity value computed on the
 DU2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2379.degrees latitude (g = 980.6199 gals.).
 DU2379
 DU2379.The modeled gravity was interpolated from observed gravity values.
 DU2379
 DU2379;                    North         East    Units  Estimated Accuracy
 DU2379;SPC AZ C     -   266,140.      220,980.      MT  (+/- 180 meters Scaled)
 DU2379
 DU2379                          SUPERSEDED SURVEY CONTROL
 DU2379
 DU2379.No superseded survey control is available for this station.
 DU2379
 DU2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB223959(NAD 83)
 DU2379_MARKER: I = METAL ROD
 DU2379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2379_SP_SET: STAINLESS STEEL ROD
 DU2379_STAMPING: B 522 1994
 DU2379_MARK LOGO: NGS   
 DU2379_PROJECTION: FLUSH
 DU2379_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2379+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU2379_ROD/PIPE-DEPTH: 3.8  meters
 DU2379
 DU2379  HISTORY     - Date     Condition        Report By
 DU2379  HISTORY     - 1994     MONUMENTED       NGS
 DU2379  HISTORY     - 19941012 GOOD             NGS
 DU2379  HISTORY     - 19941026 GOOD             NGS
 DU2379  HISTORY     - 20051216 GOOD             GEOCAC
 DU2379
 DU2379                          STATION DESCRIPTION
 DU2379
 DU2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2379'IN MESA, AT THE INTERSECTION OF WEST 8TH AVENUE AND SOUTH MACDONALD
 DU2379'STREET, 16.9 M (55.4 FT) SOUTH OF THE AVENUE CENTERLINE, 8.7 M
 DU2379'(28.5 FT) EAST OF AND LEVEL WITH THE STREET CENTER, 7.5 M (24.6 FT)
 DU2379'SOUTH OF A UTILITY POLE, AND CENTERED BETWEEN 2 GUY CABLE ANCHORS.
 DU2379'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2379
 DU2379                          STATION RECOVERY (1994)
 DU2379
 DU2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU2379'IN MESA, AT THE INTERSECTION OF WEST 8TH AVENUE AND SOUTH MACDONALD
 DU2379'STREET, 16.9 M (55.4 FT) SOUTH OF THE AVENUE CENTER, 8.7 M (28.5 FT)
 DU2379'EAST OF AND LEVEL WITH THE STREET CENTER, 7.5 M (24.6 FT) SOUTH OF A
 DU2379'T-JUNCTION UTILITY POLE WITH 5 GUY CABLES, AND CENTERED BETWEEN 2 GUY
 DU2379'CABLE ANCHORS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2379'LOGO CAP.
 DU2379
 DU2379                          STATION RECOVERY (1994)
 DU2379
 DU2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2379'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2379'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2379'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2379'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2379'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2379'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2379'MACDONALD AND THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF
 DU2379'THE INTERSECTION, 55.4 FEET (16.9 M) SOUTH OF THE AVENUE CENTERLINE,
 DU2379'28.5 FEET (8.7 M) EAST OF AND LEVEL WITH THE STREET CENTER, 24.6 FEET
 DU2379'(7.5 M) SOUTH OF A UTILITY POLE, AND CENTERED BETWEEN 2 GUY CABLE
 DU2379'ANCHORS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DU2379'CAP.
 DU2379
 DU2379                          STATION RECOVERY (2005)
 DU2379
 DU2379'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2379'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2379'33 24 01.50 (N)   111 50 02.88 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0520 ***********************************************************************
 FR0520  DESIGNATION -  B 53
 FR0520  PID         -  FR0520
 FR0520  STATE/COUNTY-  AZ/MOHAVE
 FR0520  USGS QUAD   -  VALENTINE (1980)
 FR0520
 FR0520                         *CURRENT SURVEY CONTROL
 FR0520  ___________________________________________________________________
 FR0520* NAD 83(1986)-  35 24 24.     (N)    113 44 55.     (W)     SCALED    
 FR0520* NAVD 88     -      1045.415  (meters)    3429.83   (feet)  ADJUSTED  
 FR0520  ___________________________________________________________________
 FR0520  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FR0520  DYNAMIC HT  -        1044.170 (meters)    3425.75  (feet)  COMP
 FR0520  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 FR0520
 FR0520  VERT ORDER  -  FIRST     CLASS I
 FR0520
 FR0520.The horizontal coordinates were scaled from a topographic map and have
 FR0520.an estimated accuracy of +/- 6 seconds.
 FR0520
 FR0520.The orthometric height was determined by differential leveling
 FR0520.and adjusted by the National Geodetic Survey in June 1991..
 FR0520
 FR0520.The geoid height was determined by GEOID03.
 FR0520
 FR0520.The dynamic height is computed by dividing the NAVD 88
 FR0520.geopotential number by the normal gravity value computed on the
 FR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0520.degrees latitude (g = 980.6199 gals.).
 FR0520
 FR0520.The modeled gravity was interpolated from observed gravity values.
 FR0520
 FR0520;                    North         East    Units  Estimated Accuracy
 FR0520;SPC AZ W     -   488,700.      213,490.      MT  (+/- 180 meters Scaled)
 FR0520
 FR0520                          SUPERSEDED SURVEY CONTROL
 FR0520
 FR0520  NGVD 29 (??/??/92) 1044.610  (m)         3427.19   (f) ADJ UNCH    1 1
 FR0520
 FR0520.Superseded values are not recommended for survey control.
 FR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0520.See file dsdata.txt to determine how the superseded data were derived.
 FR0520
 FR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE504216(NAD 83)
 FR0520_MARKER: DB = BENCH MARK DISK
 FR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0520_STAMPING: B 53 1934
 FR0520_MARK LOGO: CGS   
 FR0520_PROJECTION: PROJECTING 8 CENTIMETERS
 FR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0520+STABILITY: SURFACE MOTION
 FR0520
 FR0520  HISTORY     - Date     Condition        Report By
 FR0520  HISTORY     - 1934     MONUMENTED       CGS
 FR0520  HISTORY     - 1940     GOOD             NGS
 FR0520  HISTORY     - 1982     GOOD             NGS
 FR0520
 FR0520                          STATION DESCRIPTION
 FR0520
 FR0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0520'2.9 MI N FROM HACKBERRY.
 FR0520'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0520'HACKBERRY, PROCEED NORTHWARD ALONG ROAD TOWARDS PIERCES FERRY, GO 2.9
 FR0520'MILES.  BENCH MARK IS 1.1 MILES NORTHWEST OF ROAD TOWARDS PIERCES
 FR0520'FERRY WITH U. S. HIGHWAY NO. 66. AT THE EAST END OF A GRASSY FLAT.
 FR0520'ABOUT 500 FEET SOUTHWEST OF HACKBERRY WASH. 12 FEET NORTHEAST OF THE
 FR0520'CENTER LINE OF THE ROAD. 2.5 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN
 FR0520'POST PROJECTING 2.0 FEET. STD. DISK B M IN CONCRETE POST PROJECTION
 FR0520'0.7 FOOT.
 FR0520
 FR0520                          STATION RECOVERY (1982)
 FR0520
 FR0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0520'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0520'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 2.1 KM (1.3 MILES )
 FR0520'NORTHWEST ALONG A DIRT ROAD, AT AN ABANDONED WELL INCLOSED BY A WIRE
 FR0520'FENCE, 3.65 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF THE ROAD,
 FR0520'21.6 METERS (71.0 FEET) SOUTHWEST OF WELL CASING.
 FR0520'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0372 ***********************************************************************
 GR0372  DESIGNATION -  B 54
 GR0372  PID         -  GR0372
 GR0372  STATE/COUNTY-  AZ/MOHAVE
 GR0372  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0372
 GR0372                         *CURRENT SURVEY CONTROL
 GR0372  ___________________________________________________________________
 GR0372* NAD 83(1986)-  36 02 15.     (N)    114 04 01.     (W)     SCALED    
 GR0372* NAVD 88     -       870.588  (meters)    2856.25   (feet)  POSTED    
 GR0372  ___________________________________________________________________
 GR0372  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0372  DYNAMIC HT  -         869.660 (meters)    2853.21  (feet)  COMP
 GR0372  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 GR0372
 GR0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0372
 GR0372.The horizontal coordinates were scaled from a topographic map and have
 GR0372.an estimated accuracy of +/- 6 seconds.
 GR0372
 GR0372.The orthometric height was determined by differential leveling
 GR0372.and adjusted by the National Geodetic Survey in 1992..
 GR0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0372.rate of 0.0 thru 1.0 mm/km.
 GR0372
 GR0372.The geoid height was determined by GEOID03.
 GR0372
 GR0372.The dynamic height is computed by dividing the NAVD 88
 GR0372.geopotential number by the normal gravity value computed on the
 GR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0372.degrees latitude (g = 980.6199 gals.).
 GR0372
 GR0372.The modeled gravity was interpolated from observed gravity values.
 GR0372
 GR0372;                    North         East    Units  Estimated Accuracy
 GR0372;SPC AZ W     -   558,740.      184,800.      MT  (+/- 180 meters Scaled)
 GR0372
 GR0372                          SUPERSEDED SURVEY CONTROL
 GR0372
 GR0372  NGVD 29 (??/??/92)  869.879  (m)         2853.93   (f) ADJ UNCH    1 1
 GR0372
 GR0372.Superseded values are not recommended for survey control.
 GR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0372.See file dsdata.txt to determine how the superseded data were derived.
 GR0372
 GR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV642920(NAD 83)
 GR0372_MARKER: DB = BENCH MARK DISK
 GR0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0372_STAMPING: B 54 1934
 GR0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0372+STABILITY: SURFACE MOTION
 GR0372
 GR0372  HISTORY     - Date     Condition        Report By
 GR0372  HISTORY     - 1934     MONUMENTED       CGS
 GR0372  HISTORY     - 1950     GOOD             NGS
 GR0372
 GR0372                          STATION DESCRIPTION
 GR0372
 GR0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0372'8.3 MI S FROM PIERCES FERRY.
 GR0372'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0372'STATION AT PIERCES FERRY, THENCE 7.8 MILES SOUTH ALONG AN OLD
 GR0372'ABANDONED ROAD, ABOUT 0.6 MILE EAST OF THE PARK SERVICE ROAD, IN THE
 GR0372'APPROXIMATE CENTER OF A SHALLOW WASH, 19 FEET WEST OF THE CENTER LINE
 GR0372'OF THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0372'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0372'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1396 ***********************************************************************
 GR1396  DESIGNATION -  B 55
 GR1396  PID         -  GR1396
 GR1396  STATE/COUNTY-  AZ/MOHAVE
 GR1396  USGS QUAD   -  AZURE RIDGE (1983)
 GR1396
 GR1396                         *CURRENT SURVEY CONTROL
 GR1396  ___________________________________________________________________
 GR1396* NAD 83(1986)-  36 21 27.     (N)    114 01 07.     (W)     SCALED    
 GR1396* NAVD 88     -       565.650  (meters)    1855.80   (feet)  POSTED    
 GR1396  ___________________________________________________________________
 GR1396  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR1396  DYNAMIC HT  -         565.070 (meters)    1853.90  (feet)  COMP
 GR1396  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 GR1396
 GR1396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR1396
 GR1396.The horizontal coordinates were scaled from a topographic map and have
 GR1396.an estimated accuracy of +/- 6 seconds.
 GR1396
 GR1396.The orthometric height was determined by differential leveling
 GR1396.and adjusted by the National Geodetic Survey in 1992..
 GR1396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR1396.rate of 0.0 thru 1.0 mm/km.
 GR1396
 GR1396.The geoid height was determined by GEOID03.
 GR1396
 GR1396.The dynamic height is computed by dividing the NAVD 88
 GR1396.geopotential number by the normal gravity value computed on the
 GR1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1396.degrees latitude (g = 980.6199 gals.).
 GR1396
 GR1396.The modeled gravity was interpolated from observed gravity values.
 GR1396
 GR1396;                    North         East    Units  Estimated Accuracy
 GR1396;SPC AZ W     -   594,230.      189,250.      MT  (+/- 180 meters Scaled)
 GR1396
 GR1396                          SUPERSEDED SURVEY CONTROL
 GR1396
 GR1396  NGVD 29 (??/??/92)  564.948  (m)         1853.50   (f) ADJ UNCH    1 1
 GR1396
 GR1396.Superseded values are not recommended for survey control.
 GR1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1396.See file dsdata.txt to determine how the superseded data were derived.
 GR1396
 GR1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA675277(NAD 83)
 GR1396_MARKER: DB = BENCH MARK DISK
 GR1396_SETTING: 66 = SET IN ROCK OUTCROP
 GR1396_SP_SET: CONGLOMERATE ROCK
 GR1396_STAMPING: B 55 1934
 GR1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1396+STABILITY: POSITION/ELEVATION WELL
 GR1396
 GR1396  HISTORY     - Date     Condition        Report By
 GR1396  HISTORY     - 1934     MONUMENTED       CGS
 GR1396  HISTORY     - 1950     GOOD             NGS
 GR1396
 GR1396                          STATION DESCRIPTION
 GR1396
 GR1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR1396'36.7 MI S FROM RIVERSIDE, NV.
 GR1396'36.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR1396'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.5
 GR1396'MILE SOUTHEAST OF A CATTLE GUARD, IN BLACK WASH, AT A 3 1/2-FOOT THICK
 GR1396'CONGLOMERATE ROCK, IN THE TOP OF THE WEST CORNER, ABOUT 115 YARDS
 GR1396'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 37 YARDS SOUTHEAST OF
 GR1396'THE APPROXIMATE CENTER OF THE MOUTH OF A WASH LEADING NORTHEAST, 30
 GR1396'FEET SOUTHWEST OF THE NORTHEAST VERTICAL BANK OF THE WASH 9 FEET
 GR1396'NORTHEAST OF THE APPROXIMATE CENTER OF THE WASH, AND ABOUT 3 FEET
 GR1396'HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0170 ***********************************************************************
 ET0170  DESIGNATION -  B 57
 ET0170  PID         -  ET0170
 ET0170  STATE/COUNTY-  AZ/MARICOPA
 ET0170  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0170
 ET0170                         *CURRENT SURVEY CONTROL
 ET0170  ___________________________________________________________________
 ET0170* NAD 83(1986)-  34 00 59.     (N)    112 08 52.     (W)     SCALED    
 ET0170* NAVD 88     -       585.00   (+/-2cm)    1919.3    (feet)  VERTCON   
 ET0170  ___________________________________________________________________
 ET0170  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 ET0170
 ET0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0170
 ET0170.The horizontal coordinates were scaled from a topographic map and have
 ET0170.an estimated accuracy of +/- 6 seconds.
 ET0170
 ET0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0170.The vertical order pertains to the NGVD 29 superseded value.
 ET0170
 ET0170.The geoid height was determined by GEOID03.
 ET0170
 ET0170;                    North         East    Units  Estimated Accuracy
 ET0170;SPC AZ C     -   334,500.      192,020.      MT  (+/- 180 meters Scaled)
 ET0170
 ET0170                          SUPERSEDED SURVEY CONTROL
 ET0170
 ET0170  NGVD 29 (??/??/92)  584.396  (m)         1917.31   (f) ADJ UNCH    2 0
 ET0170
 ET0170.Superseded values are not recommended for survey control.
 ET0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0170.See file dsdata.txt to determine how the superseded data were derived.
 ET0170
 ET0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940645(NAD 83)
 ET0170_MARKER: DB = BENCH MARK DISK
 ET0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0170_STAMPING: 1917.411 B 57 1934
 ET0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0170+STABILITY: SURFACE MOTION
 ET0170
 ET0170  HISTORY     - Date     Condition        Report By
 ET0170  HISTORY     - 1934     MONUMENTED       CGS
 ET0170  HISTORY     - 1955     MARK NOT FOUND   NGS
 ET0170
 ET0170                          STATION DESCRIPTION
 ET0170
 ET0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0170'2.25 MI S FROM ROCK SPRINGS.
 ET0170'2.25 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0170'SPRINGS (FORMERLY CANCN), 60 YARDS NORTH OF THE CROSSING OF SQUAW
 ET0170'CREEK, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON CREEK BOTTOM
 ET0170'LAND, AND BETWEEN THE CHANNELS OF AN INTERMITTENT STREAM.   THE
 ET0170'CONCRETE POST PROJECTS 7 INCHES ABOVE GROUND.  NOTE-- MAY HAVE BEEN
 ET0170'DESTROYED BY WIDENING AND REALIGNMENT OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0120 ***********************************************************************
 ET0120  DESIGNATION -  B 58
 ET0120  PID         -  ET0120
 ET0120  STATE/COUNTY-  AZ/YAVAPAI
 ET0120  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0120
 ET0120                         *CURRENT SURVEY CONTROL
 ET0120  ___________________________________________________________________
 ET0120* NAD 83(1986)-  34 33 07.     (N)    112 22 25.     (W)     SCALED    
 ET0120* NAVD 88     -      1601.59   (+/-2cm)    5254.5    (feet)  VERTCON   
 ET0120  ___________________________________________________________________
 ET0120  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0120
 ET0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0120
 ET0120.The horizontal coordinates were scaled from a topographic map and have
 ET0120.an estimated accuracy of +/- 6 seconds.
 ET0120
 ET0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0120.The vertical order pertains to the NGVD 29 superseded value.
 ET0120
 ET0120.The geoid height was determined by GEOID03.
 ET0120
 ET0120;                    North         East    Units  Estimated Accuracy
 ET0120;SPC AZ C     -   393,970.      171,420.      MT  (+/- 180 meters Scaled)
 ET0120
 ET0120                          SUPERSEDED SURVEY CONTROL
 ET0120
 ET0120  NGVD 29 (??/??/92) 1600.692  (m)         5251.60   (f) ADJ UNCH    2 0
 ET0120
 ET0120.Superseded values are not recommended for survey control.
 ET0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0120.See file dsdata.txt to determine how the superseded data were derived.
 ET0120
 ET0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD739242(NAD 83)
 ET0120_MARKER: DB = BENCH MARK DISK
 ET0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0120_SP_SET: BRIDGE
 ET0120_STAMPING: B 58 1934
 ET0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0120+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0120
 ET0120  HISTORY     - Date     Condition        Report By
 ET0120  HISTORY     - 1934     MONUMENTED       CGS
 ET0120  HISTORY     - 1973     GOOD             USGS
 ET0120  HISTORY     - 19970628 GOOD             USPSQD
 ET0120  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0120  HISTORY     - 20040821 GOOD             USPSQD
 ET0120  HISTORY     - 20060509 MARK NOT FOUND   GEOCAC
 ET0120
 ET0120                          STATION DESCRIPTION
 ET0120
 ET0120'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0120'4.8 MI E FROM PRESCOTT.
 ET0120'9.7 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM DEWEY. PRESCOTT, 3.9
 ET0120'MILES EAST OF THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 69, ON
 ET0120'HIGHWAY 69, THENCE 0.9 MILES EAST ON THE LYNX CREEK ROAD, IN THE TOP
 ET0120'OF THE WEST WIND WALL OF THE BRIDGE OVER LYNX CREEK, 12 FT. SOUTH OF
 ET0120'THE CENTER LINE OF THE ROAD.  A STANDARD TABLET STAMPED B 58 1934.
 ET0120
 ET0120                          STATION RECOVERY (1997)
 ET0120
 ET0120'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0120'RECOVERED IN GOOD CONDITION.
 ET0120
 ET0120                          STATION RECOVERY (2001)
 ET0120
 ET0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0120'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0120
 ET0120                          STATION RECOVERY (2004)
 ET0120
 ET0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0120'RECOVERED AS DESCRIBED.
 ET0120
 ET0120                          STATION RECOVERY (2006)
 ET0120
 ET0120'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0120'BOTH EAST AND WEST 'WIND WALL' ON SOUTH SIDE OF LYNX CREEK BRIDGE, AS
 ET0120'DESCRIBED IN 1973 RECOVERY NOTES, HAVE BEEN REPLACED WITH A SHOULDER
 ET0120'BUTTRESS LINKING THE OLD BRIDGE STRUCTURE TO THE NEW REPLACEMENT
 ET0120'BRIDGE. NEARBY HISTORICAL MARKERS CLEARLY SHOW THE OLD 'WIND WALL'
 ET0120'STRUCTURE AS IT EXISTED PRIOR TO NEW BRIDGE CONSTRUCTION IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0155 ***********************************************************************
 FQ0155  DESIGNATION -  B 6
 FQ0155  PID         -  FQ0155
 FQ0155  STATE/COUNTY-  AZ/COCONINO
 FQ0155  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0155
 FQ0155                         *CURRENT SURVEY CONTROL
 FQ0155  ___________________________________________________________________
 FQ0155* NAD 83(1986)-  35 44 06.     (N)    111 29 35.     (W)     SCALED    
 FQ0155* NAVD 88     -      1533.067  (meters)    5029.74   (feet)  POSTED    
 FQ0155  ___________________________________________________________________
 FQ0155  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0155  DYNAMIC HT  -        1531.100 (meters)    5023.28  (feet)  COMP
 FQ0155  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 FQ0155
 FQ0155  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0155
 FQ0155.The horizontal coordinates were scaled from a topographic map and have
 FQ0155.an estimated accuracy of +/- 6 seconds.
 FQ0155
 FQ0155.The orthometric height was determined by differential leveling
 FQ0155.and adjusted by the National Geodetic Survey in 1992..
 FQ0155.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0155.rate of 1.1 thru 2.0 mm/km.
 FQ0155
 FQ0155.The geoid height was determined by GEOID03.
 FQ0155
 FQ0155.The dynamic height is computed by dividing the NAVD 88
 FQ0155.geopotential number by the normal gravity value computed on the
 FQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0155.degrees latitude (g = 980.6199 gals.).
 FQ0155
 FQ0155.The modeled gravity was interpolated from observed gravity values.
 FQ0155
 FQ0155;                    North         East    Units  Estimated Accuracy
 FQ0155;SPC AZ C     -   525,200.      251,680.      MT  (+/- 180 meters Scaled)
 FQ0155
 FQ0155                          SUPERSEDED SURVEY CONTROL
 FQ0155
 FQ0155  NGVD 29 (??/??/92) 1532.185  (m)         5026.84   (f) ADJ UNCH    1 2
 FQ0155
 FQ0155.Superseded values are not recommended for survey control.
 FQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0155.See file dsdata.txt to determine how the superseded data were derived.
 FQ0155
 FQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE554546(NAD 83)
 FQ0155_MARKER: DB = BENCH MARK DISK
 FQ0155_SETTING: 80 = SET IN A BOULDER
 FQ0155_SP_SET: BOULDER
 FQ0155_STAMPING: B 6 1921 5026.844 FT
 FQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0155+STABILITY: SURFACE MOTION
 FQ0155
 FQ0155  HISTORY     - Date     Condition        Report By
 FQ0155  HISTORY     - 1921     MONUMENTED       CGS
 FQ0155  HISTORY     - 1955     GOOD             NGS
 FQ0155  HISTORY     - 1977     GOOD             NGS
 FQ0155
 FQ0155                          STATION DESCRIPTION
 FQ0155
 FQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0155'12.4 MI S FROM CAMERON.
 FQ0155'ABOUT 11.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 89 FROM THE NORTH END OF
 FQ0155'THE SUSPENSION BRIDGE AT CAMERON, THENCE NORTHWEST ALONG AN ABANDONED
 FQ0155'GRADED ROAD FOR 0.8 MILES TO A REVERSE FORK AT THE INTERSECTION WITH
 FQ0155'THE 1921 HIGHWAY LOCATION, ABOUT 600 FEET SOUTH OF THE INTERSECTION,
 FQ0155'0.1 MILE NORTH OF A SUMMIT, 43 YARDS WEST OF THE CENTERLINE OF THE
 FQ0155'ABANDONED HIGHWAY, 30 YARDS EAST OF THE BASE OF THE MOST NORTHERLY OF
 FQ0155'SEVERAL LARGE RED SANDSTONE FORMATIONS, AND IN THE TOP OF A RED
 FQ0155'SANDSTONE BOULDER 2 FEET IN DIAMETER AND PROJECTING 1 1/2 FEET.
 FQ0155
 FQ0155                          STATION RECOVERY (1977)
 FQ0155
 FQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0155'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0155'DESCRIPTION FOLLOWS-- FROM THE JUNCTION OF U.S. HWYS. 66 AND 89, 3.60
 FQ0155'MILES EAST OF THE SANTA FE STATION IN FLAGSTAFF, TRAVEL NORTH ON HWY.
 FQ0155'89 FOR 38.10 MILES TO MILE POST 454.75 AND A GATE IN THE WEST R/W
 FQ0155'FENCE, PASS THROUGH GATE AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR
 FQ0155'0.45 MILE TO THE OLD ABANDONED HWY., TURN RIGHT ON OLD HWY. AND GO
 FQ0155'1.50 MILES TO THE STATION ON THE LEFT. THE STATION IS 0.1 MILE NORTH
 FQ0155'OF A SUMMIT, 43 YARDS WEST OF CENTERLINE OF OLD HWY., 30 YARDS EAST F
 FQ0155'THE BASE OF THE MOST NORTHERLY OF SEVERAL LARGE RED SANDSTONE
 FQ0155'FORMATIONS, AND SET IN THE TOP OF A SANDSTONE BOULDER 2 FEET IN
 FQ0155'DIAMETER AND PROJECTING 1.5 FEET, MARKED BY WITNESS POST AND SIGN 2
 FQ0155'FEET SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0111 ***********************************************************************
 FR0111  DESIGNATION -  B 61
 FR0111  PID         -  FR0111
 FR0111  STATE/COUNTY-  AZ/COCONINO
 FR0111  USGS QUAD   -  HOWARD LAKE (1989)
 FR0111
 FR0111                         *CURRENT SURVEY CONTROL
 FR0111  ___________________________________________________________________
 FR0111* NAD 83(1986)-  35 30 51.     (N)    112 11 54.     (W)     SCALED    
 FR0111* NAVD 88     -      1850.077  (meters)    6069.79   (feet)  POSTED    
 FR0111  ___________________________________________________________________
 FR0111  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0111  DYNAMIC HT  -        1847.600 (meters)    6061.67  (feet)  COMP
 FR0111  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 FR0111
 FR0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0111
 FR0111.The horizontal coordinates were scaled from a topographic map and have
 FR0111.an estimated accuracy of +/- 6 seconds.
 FR0111
 FR0111.The orthometric height was determined by differential leveling
 FR0111.and adjusted by the National Geodetic Survey in 1992..
 FR0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0111.rate of 0.0 thru 1.0 mm/km.
 FR0111
 FR0111.The geoid height was determined by GEOID03.
 FR0111
 FR0111.The dynamic height is computed by dividing the NAVD 88
 FR0111.geopotential number by the normal gravity value computed on the
 FR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0111.degrees latitude (g = 980.6199 gals.).
 FR0111
 FR0111.The modeled gravity was interpolated from observed gravity values.
 FR0111
 FR0111;                    North         East    Units  Estimated Accuracy
 FR0111;SPC AZ C     -   500,650.      187,810.      MT  (+/- 180 meters Scaled)
 FR0111
 FR0111                          SUPERSEDED SURVEY CONTROL
 FR0111
 FR0111  NGVD 29 (??/??/92) 1849.176  (m)         6066.84   (f) ADJ UNCH    2 0
 FR0111
 FR0111.Superseded values are not recommended for survey control.
 FR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0111.See file dsdata.txt to determine how the superseded data were derived.
 FR0111
 FR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE913307(NAD 83)
 FR0111_MARKER: DB = BENCH MARK DISK
 FR0111_SETTING: 66 = SET IN ROCK OUTCROP
 FR0111_SP_SET: LIMSTONE OUTCROP
 FR0111_STAMPING: B 61 1934
 FR0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0111+STABILITY: POSITION/ELEVATION WELL
 FR0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0111+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0111
 FR0111  HISTORY     - Date     Condition        Report By
 FR0111  HISTORY     - 1934     MONUMENTED       CGS
 FR0111  HISTORY     - 1976     GOOD             NGS
 FR0111  HISTORY     - 20000715 GOOD             AZDT
 FR0111
 FR0111                          STATION DESCRIPTION
 FR0111
 FR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0111'19.75 MI N FROM WILLIAMS.
 FR0111'19.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0111'THE STATION AT WILLIAMS, COCONINO COUNTY, 57 FEET SOUTHWEST OF
 FR0111'MILEPOST 19, ABOUT 1-1/2 POLES NORTH OF BRIDGE 19 C, 59 FEET WEST OF
 FR0111'THE CENTER LINE OF THE TRACK, 4 FEET EAST OF A SMALL ROCK MOUND, AND
 FR0111'IN THE TOP OF A GRAY LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED B 61
 FR0111'1934.
 FR0111
 FR0111                          STATION RECOVERY (1976)
 FR0111
 FR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0111'RECOVERED IN GOOD CONDITION.
 FR0111
 FR0111                          STATION RECOVERY (2000)
 FR0111
 FR0111'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0177 ***********************************************************************
 GP0177  DESIGNATION -  B 62
 GP0177  PID         -  GP0177
 GP0177  STATE/COUNTY-  AZ/COCONINO
 GP0177  USGS QUAD   -  CAPE ROYAL (1988)
 GP0177
 GP0177                         *CURRENT SURVEY CONTROL
 GP0177  ___________________________________________________________________
 GP0177* NAD 83(1986)-  36 00 26.     (N)    111 53 43.     (W)     SCALED    
 GP0177* NAVD 88     -      2186.370  (meters)    7173.12   (feet)  POSTED    
 GP0177  ___________________________________________________________________
 GP0177  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GP0177  DYNAMIC HT  -        2183.380 (meters)    7163.31  (feet)  COMP
 GP0177  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 GP0177
 GP0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0177
 GP0177.The horizontal coordinates were scaled from a topographic map and have
 GP0177.an estimated accuracy of +/- 6 seconds.
 GP0177
 GP0177.The orthometric height was determined by differential leveling
 GP0177.and adjusted by the National Geodetic Survey in 1992..
 GP0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0177.rate of 0.0 thru 1.0 mm/km.
 GP0177
 GP0177.The geoid height was determined by GEOID03.
 GP0177
 GP0177.The dynamic height is computed by dividing the NAVD 88
 GP0177.geopotential number by the normal gravity value computed on the
 GP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0177.degrees latitude (g = 980.6199 gals.).
 GP0177
 GP0177.The modeled gravity was interpolated from observed gravity values.
 GP0177
 GP0177;                    North         East    Units  Estimated Accuracy
 GP0177;SPC AZ C     -   555,310.      215,290.      MT  (+/- 180 meters Scaled)
 GP0177
 GP0177                          SUPERSEDED SURVEY CONTROL
 GP0177
 GP0177  NGVD 29 (??/??/92) 2185.322  (m)         7169.68   (f) ADJ UNCH    2 0
 GP0177
 GP0177.Superseded values are not recommended for survey control.
 GP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0177.See file dsdata.txt to determine how the superseded data were derived.
 GP0177
 GP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE193851(NAD 83)
 GP0177_MARKER: DB = BENCH MARK DISK
 GP0177_SETTING: 66 = SET IN ROCK OUTCROP
 GP0177_SP_SET: LIMESTONE OUTCROP
 GP0177_STAMPING: B 62 1934
 GP0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0177+STABILITY: POSITION/ELEVATION WELL
 GP0177
 GP0177  HISTORY     - Date     Condition        Report By
 GP0177  HISTORY     - 1934     MONUMENTED       CGS
 GP0177  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 GP0177
 GP0177                          STATION DESCRIPTION
 GP0177
 GP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0177'19.4 MI E FROM GRAND CANYON.
 GP0177'ABOUT 19.4 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0177'GRAND CANYON, COCONINO COUNTY, ABOUT 2.0 MILES EAST OF THE JUNCTION
 GP0177'WITH THE ROAD LEADING TO MORAN POINT, ABOUT 144 YARDS EAST OF A
 GP0177'GALVANIZED-IRON CULVERT, 41 FEET NORTH OF THE CENTER LINE OF THE
 GP0177'HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK,
 GP0177'STAMPED B 62 1934.
 GP0177
 GP0177                          STATION RECOVERY (2006)
 GP0177
 GP0177'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GP0177'LOOKING FOR THIS MARK, FOLLOWED TO REACH DIRECTIONS.
 GP0177'PARKED ON THE SOUTH SIDE OF THE HIGHWAY APPROX. 1.9 MILES EAST FROM
 GP0177'THE JUNCTION OF 64 AND THE ROAD TO MORAN POINT.
 GP0177'WALKED EAST AND FOUND A CULVERT WHICH WOULD BE ABOUT 2 MILES.
 GP0177'CONTINUED EAST ABOUT 430 FT AND NORTH OF THE HIGHWAY ABOUT 41 FT FROM
 GP0177'THE CENTERLINE.
 GP0177'FOUND A LINE OF LIMESTONE OUTCROPPING, BUT THE ROCK IS COVERED WITH
 GP0177'DIRT AND DEBRIS FROM YEARS OF EROSION.
 GP0177'IT IS POSSIBLE THAT THE MARK IS STILL THERE, BUT I DID NOT HAVE THE
 GP0177'TOOLS (METAL DETECTOR AND DIGGING IMPLEMENTS) TO DO A MORE EXTENSIVE
 GP0177'SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0165 ***********************************************************************
 GP0165  DESIGNATION -  B 63
 GP0165  PID         -  GP0165
 GP0165  STATE/COUNTY-  AZ/COCONINO
 GP0165  USGS QUAD   -  MOENKOPI (1969)
 GP0165
 GP0165                         *CURRENT SURVEY CONTROL
 GP0165  ___________________________________________________________________
 GP0165* NAD 83(1986)-  36 02 48.     (N)    111 10 57.     (W)     SCALED    
 GP0165* NAVD 88     -      1611.073  (meters)    5285.66   (feet)  ADJUSTED  
 GP0165  ___________________________________________________________________
 GP0165  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0165  DYNAMIC HT  -        1609.002 (meters)    5278.87  (feet)  COMP
 GP0165  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 GP0165
 GP0165  VERT ORDER  -  SECOND    CLASS 0
 GP0165
 GP0165.The horizontal coordinates were scaled from a topographic map and have
 GP0165.an estimated accuracy of +/- 6 seconds.
 GP0165
 GP0165.The orthometric height was determined by differential leveling
 GP0165.and adjusted by the National Geodetic Survey in June 1991..
 GP0165
 GP0165.The geoid height was determined by GEOID03.
 GP0165
 GP0165.The dynamic height is computed by dividing the NAVD 88
 GP0165.geopotential number by the normal gravity value computed on the
 GP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0165.degrees latitude (g = 980.6199 gals.).
 GP0165
 GP0165.The modeled gravity was interpolated from observed gravity values.
 GP0165
 GP0165;                    North         East    Units  Estimated Accuracy
 GP0165;SPC AZ C     -   559,940.      279,510.      MT  (+/- 180 meters Scaled)
 GP0165
 GP0165                          SUPERSEDED SURVEY CONTROL
 GP0165
 GP0165  NGVD 29 (??/??/92) 1610.135  (m)         5282.58   (f) ADJ UNCH    2 0
 GP0165
 GP0165.Superseded values are not recommended for survey control.
 GP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0165.See file dsdata.txt to determine how the superseded data were derived.
 GP0165
 GP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE835891(NAD 83)
 GP0165_MARKER: DB = BENCH MARK DISK
 GP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0165_STAMPING: B 63 1934
 GP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0165+STABILITY: SURFACE MOTION
 GP0165
 GP0165  HISTORY     - Date     Condition        Report By
 GP0165  HISTORY     - 1934     MONUMENTED       CGS
 GP0165  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0165
 GP0165                          STATION DESCRIPTION
 GP0165
 GP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0165'7.6 MI SE FROM TUBA CITY.
 GP0165'7.6 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0165'COUNTY, AND 39 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 GP0165'DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0165
 GP0165                          STATION RECOVERY (1983)
 GP0165
 GP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1794 ***********************************************************************
 DV1794  DESIGNATION -  B 63 A
 DV1794  PID         -  DV1794
 DV1794  STATE/COUNTY-  AZ/MARICOPA
 DV1794  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1794
 DV1794                         *CURRENT SURVEY CONTROL
 DV1794  ___________________________________________________________________
 DV1794* NAD 83(1986)-  33 40 08.     (N)    112 11 44.     (W)     SCALED    
 DV1794* NAVD 88     -       386.844  (meters)    1269.17   (feet)  ADJUSTED  
 DV1794  ___________________________________________________________________
 DV1794  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV1794  DYNAMIC HT  -         386.398 (meters)    1267.71  (feet)  COMP
 DV1794  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV1794
 DV1794  VERT ORDER  -  SECOND    CLASS I
 DV1794
 DV1794.The horizontal coordinates were scaled from a topographic map and have
 DV1794.an estimated accuracy of +/- 6 seconds.
 DV1794
 DV1794.The orthometric height was determined by differential leveling
 DV1794.and adjusted by the National Geodetic Survey in November 1993..
 DV1794
 DV1794.The geoid height was determined by GEOID03.
 DV1794
 DV1794.The dynamic height is computed by dividing the NAVD 88
 DV1794.geopotential number by the normal gravity value computed on the
 DV1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1794.degrees latitude (g = 980.6199 gals.).
 DV1794
 DV1794.The modeled gravity was interpolated from observed gravity values.
 DV1794
 DV1794;                    North         East    Units  Estimated Accuracy
 DV1794;SPC AZ C     -   295,970.      187,500.      MT  (+/- 180 meters Scaled)
 DV1794
 DV1794                          SUPERSEDED SURVEY CONTROL
 DV1794
 DV1794.No superseded survey control is available for this station.
 DV1794
 DV1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC891260(NAD 83)
 DV1794_MARKER: DB = BENCH MARK DISK
 DV1794_SETTING: 0 = UNSPECIFIED SETTING
 DV1794_STAMPING: B 63 A
 DV1794_MARK LOGO: AZDT  
 DV1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1794
 DV1794  HISTORY     - Date     Condition        Report By
 DV1794  HISTORY     - UNK      MONUMENTED       AZDT
 DV1794  HISTORY     - 1984     GOOD             AZDT
 DV1794  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1794
 DV1794                          STATION DESCRIPTION
 DV1794
 DV1794'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1794'IN PHOENIX.
 DV1794'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1794'TRAVEL WEST ALONG BEARDSLY ROAD FOR 7.73 KM (4.80 MI) TO THE MARK ON
 DV1794'THE LEFT, 6.4 METERS (21.1 FT) WEST OF CENTERLINE OF A NORTH-SOUTH
 DV1794'DIRT ROAD INTO A GRAPE VINEYARD, 7.44 METERS ( 24.4 FT) SOUTH OF THE
 DV1794'CENTERLINE OF BEARDSLY ROAD, 19.26 METERS (63.2 FT) SOUTH OF TELEP
 DV1794'POLE ON NORTH RIGHT-OF-WAY, AN AZDT ALUMINUM CAP EPOXIED ON THE BASE
 DV1794'OF AN 18-INCH IRON POLE ABOUT 4.6 METERS (15 FT) HIGH, AND THE CAP IS
 DV1794'0.488 METERS (1.6 FT) ABOVE SURFACE ON A CONCRETE BASE.
 DV1794
 DV1794                          STATION RECOVERY (2002)
 DV1794
 DV1794'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1794'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1794'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0311 ***********************************************************************
 ES0311  DESIGNATION -  B 65
 ES0311  PID         -  ES0311
 ES0311  STATE/COUNTY-  AZ/GILA
 ES0311  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0311
 ES0311                         *CURRENT SURVEY CONTROL
 ES0311  ___________________________________________________________________
 ES0311* NAD 83(1986)-  34 14 59.     (N)    111 17 01.     (W)     SCALED    
 ES0311* NAVD 88     -      1471.370  (meters)    4827.32   (feet)  ADJUSTED  
 ES0311  ___________________________________________________________________
 ES0311  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 ES0311  DYNAMIC HT  -        1469.348 (meters)    4820.69  (feet)  COMP
 ES0311  MODELED GRAV-     979,209.8   (mgal)                       NAVD 88
 ES0311
 ES0311  VERT ORDER  -  SECOND    CLASS 0
 ES0311
 ES0311.The horizontal coordinates were scaled from a topographic map and have
 ES0311.an estimated accuracy of +/- 6 seconds.
 ES0311
 ES0311.The orthometric height was determined by differential leveling
 ES0311.and adjusted by the National Geodetic Survey in June 1991..
 ES0311
 ES0311.The geoid height was determined by GEOID03.
 ES0311
 ES0311.The dynamic height is computed by dividing the NAVD 88
 ES0311.geopotential number by the normal gravity value computed on the
 ES0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0311.degrees latitude (g = 980.6199 gals.).
 ES0311
 ES0311.The modeled gravity was interpolated from observed gravity values.
 ES0311
 ES0311;                    North         East    Units  Estimated Accuracy
 ES0311;SPC AZ E     -   360,920.      110,480.      MT  (+/- 180 meters Scaled)
 ES0311
 ES0311                          SUPERSEDED SURVEY CONTROL
 ES0311
 ES0311  NGVD 29 (??/??/92) 1470.612  (m)         4824.83   (f) ADJ UNCH    2 0
 ES0311
 ES0311.Superseded values are not recommended for survey control.
 ES0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0311.See file dsdata.txt to determine how the superseded data were derived.
 ES0311
 ES0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC738898(NAD 83)
 ES0311_MARKER: DB = BENCH MARK DISK
 ES0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0311_STAMPING: B-65 1934
 ES0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0311+STABILITY: SURFACE MOTION
 ES0311
 ES0311  HISTORY     - Date     Condition        Report By
 ES0311  HISTORY     - 1934     MONUMENTED       CGS
 ES0311  HISTORY     - 1973     MARK NOT FOUND   USGS
 ES0311
 ES0311                          STATION DESCRIPTION
 ES0311
 ES0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0311'4.0 MI NE FROM PAYSON.
 ES0311'ON PAYSON-HEBER ROAD, 60 FT. SOUTH OF CENTER LINE OF ROAD, 2 FT. BELOW
 ES0311'ROAD LEVEL ON SOUTH EDGE OF WASH PARALLELING ROAD.
 ES0311
 ES0311                          STATION RECOVERY (1973)
 ES0311
 ES0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0192 ***********************************************************************
 FR0192  DESIGNATION -  B 67
 FR0192  PID         -  FR0192
 FR0192  STATE/COUNTY-  AZ/YAVAPAI
 FR0192  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0192
 FR0192                         *CURRENT SURVEY CONTROL
 FR0192  ___________________________________________________________________
 FR0192* NAD 83(1986)-  35 20 15.     (N)    112 56 38.     (W)     SCALED    
 FR0192* NAVD 88     -      1624.972  (meters)    5331.26   (feet)  ADJUSTED  
 FR0192  ___________________________________________________________________
 FR0192  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0192  DYNAMIC HT  -        1622.851 (meters)    5324.30  (feet)  COMP
 FR0192  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 FR0192
 FR0192  VERT ORDER  -  FIRST     CLASS II
 FR0192
 FR0192.The horizontal coordinates were scaled from a topographic map and have
 FR0192.an estimated accuracy of +/- 6 seconds.
 FR0192
 FR0192.The orthometric height was determined by differential leveling
 FR0192.and adjusted by the National Geodetic Survey in June 1991..
 FR0192
 FR0192.The geoid height was determined by GEOID03.
 FR0192
 FR0192.The dynamic height is computed by dividing the NAVD 88
 FR0192.geopotential number by the normal gravity value computed on the
 FR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0192.degrees latitude (g = 980.6199 gals.).
 FR0192
 FR0192.The modeled gravity was interpolated from observed gravity values.
 FR0192
 FR0192;                    North         East    Units  Estimated Accuracy
 FR0192;SPC AZ C     -   481,500.      119,980.      MT  (+/- 180 meters Scaled)
 FR0192
 FR0192                          SUPERSEDED SURVEY CONTROL
 FR0192
 FR0192  NGVD 29 (??/??/92) 1624.089  (m)         5328.37   (f) ADJ UNCH    1 2
 FR0192
 FR0192.Superseded values are not recommended for survey control.
 FR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0192.See file dsdata.txt to determine how the superseded data were derived.
 FR0192
 FR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE233122(NAD 83)
 FR0192_MARKER: DB = BENCH MARK DISK
 FR0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0192_STAMPING: B 67 1935
 FR0192_MARK LOGO: CGS   
 FR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0192+STABILITY: SURFACE MOTION
 FR0192
 FR0192  HISTORY     - Date     Condition        Report By
 FR0192  HISTORY     - 1935     MONUMENTED       CGS
 FR0192  HISTORY     - 1968     GOOD             NGS
 FR0192  HISTORY     - 1982     GOOD             NGS
 FR0192
 FR0192                          STATION DESCRIPTION
 FR0192
 FR0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0192'3.95 MI W FROM SELIGMAN.
 FR0192'3.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0192'THE STATION AT SELIGMAN, 0.25 MILE EAST OF MILEPOST 433, 0.15 MILE
 FR0192'EAST OF CHINO SIDING SIGN, 7 1/2 POLES WEST OF MILEPOLE 432.5, IN THE
 FR0192'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 36-INCH PIPE
 FR0192'CULVERT, 12.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 62 FEET
 FR0192'WEST OF A TELEPHONE POLE, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 FR0192
 FR0192                          STATION RECOVERY (1982)
 FR0192
 FR0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0248 ***********************************************************************
 ER0248  DESIGNATION -  B 68
 ER0248  PID         -  ER0248
 ER0248  STATE/COUNTY-  AZ/APACHE
 ER0248  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0248
 ER0248                         *CURRENT SURVEY CONTROL
 ER0248  ___________________________________________________________________
 ER0248* NAD 83(1986)-  34 01 44.     (N)    109 10 33.     (W)     SCALED    
 ER0248* NAVD 88     -      2303.992  (meters)    7559.01   (feet)  ADJUSTED  
 ER0248  ___________________________________________________________________
 ER0248  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 ER0248  DYNAMIC HT  -        2300.335 (meters)    7547.02  (feet)  COMP
 ER0248  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 ER0248
 ER0248  VERT ORDER  -  SECOND    CLASS 0
 ER0248
 ER0248.The horizontal coordinates were scaled from a topographic map and have
 ER0248.an estimated accuracy of +/- 6 seconds.
 ER0248
 ER0248.The orthometric height was determined by differential leveling
 ER0248.and adjusted by the National Geodetic Survey in June 1991..
 ER0248
 ER0248.The geoid height was determined by GEOID03.
 ER0248
 ER0248.The dynamic height is computed by dividing the NAVD 88
 ER0248.geopotential number by the normal gravity value computed on the
 ER0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0248.degrees latitude (g = 980.6199 gals.).
 ER0248
 ER0248.The modeled gravity was interpolated from observed gravity values.
 ER0248
 ER0248;                    North         East    Units  Estimated Accuracy
 ER0248;SPC AZ E     -   336,300.      304,860.      MT  (+/- 180 meters Scaled)
 ER0248
 ER0248                          SUPERSEDED SURVEY CONTROL
 ER0248
 ER0248  NGVD 29 (??/??/92) 2302.991  (m)         7555.73   (f) ADJ UNCH    2 0
 ER0248
 ER0248.Superseded values are not recommended for survey control.
 ER0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0248.See file dsdata.txt to determine how the superseded data were derived.
 ER0248
 ER0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC684668(NAD 83)
 ER0248_MARKER: DB = BENCH MARK DISK
 ER0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0248_STAMPING: B 68 1935
 ER0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0248+STABILITY: SURFACE MOTION
 ER0248
 ER0248  HISTORY     - Date     Condition        Report By
 ER0248  HISTORY     - 1935     MONUMENTED       CGS
 ER0248  HISTORY     - 1970     GOOD             USGS
 ER0248  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0248  HISTORY     - 20050729 GOOD             USPSQD
 ER0248
 ER0248                          STATION DESCRIPTION
 ER0248
 ER0248'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0248'6.0 MI N FROM NUTRIOSO.
 ER0248'FROM THE PAST OFFICE AT NUTRIOSO, GO ABOUT 6.0 MILES NORTH ALONG US
 ER0248'HWYS, 180 AND 666 TO A ROAD JUNCTION ON THE RIGHT, (EAST), (A SAWMILL
 ER0248'IS LOCATED ON THE EAST SIDE OF THIS INTERSECTION) CONTINUE ON EAST ON
 ER0248'THIS ROAD, STONE CREEK ROAD, FOR 0.5 MILES TO A CURVE IN THE ROAD AT A
 ER0248'SMALL DRAW.  THE BM IS ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE
 ER0248'ROAD, AND SET IN THE TOP OF A CONCRETE POST.  A STANDARD DISK.
 ER0248
 ER0248                          STATION RECOVERY (1980)
 ER0248
 ER0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0248'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 ER0248
 ER0248                          STATION RECOVERY (2005)
 ER0248
 ER0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0248'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0186 ***********************************************************************
 GP0186  DESIGNATION -  B 7
 GP0186  PID         -  GP0186
 GP0186  STATE/COUNTY-  AZ/COCONINO
 GP0186  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0186
 GP0186                         *CURRENT SURVEY CONTROL
 GP0186  ___________________________________________________________________
 GP0186* NAD 83(1992)-  36 32 08.45143(N)    111 36 42.34750(W)     ADJUSTED  
 GP0186* NAVD 88     -      1642.189  (meters)    5387.75   (feet)  ADJUSTED  
 GP0186  ___________________________________________________________________
 GP0186  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 GP0186  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0186  DYNAMIC HT  -        1640.168 (meters)    5381.12  (feet)  COMP
 GP0186  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0186
 GP0186  HORZ ORDER  -  THIRD
 GP0186  VERT ORDER  -  FIRST     CLASS II
 GP0186
 GP0186.The horizontal coordinates were established by classical geodetic methods
 GP0186.and adjusted by the National Geodetic Survey in August 1993..
 GP0186
 GP0186.The orthometric height was determined by differential leveling
 GP0186.and adjusted by the National Geodetic Survey in June 1991..
 GP0186
 GP0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0186
 GP0186.The geoid height was determined by GEOID03.
 GP0186
 GP0186.The dynamic height is computed by dividing the NAVD 88
 GP0186.geopotential number by the normal gravity value computed on the
 GP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0186.degrees latitude (g = 980.6199 gals.).
 GP0186
 GP0186.The modeled gravity was interpolated from observed gravity values.
 GP0186
 GP0186;                    North         East     Units Scale Factor Converg.
 GP0186;SPC AZ C     -   613,991.481   240,661.407   MT  0.99990918   +0 10 53.5
 GP0186;SPC AZ C     - 2,014,407.75    789,571.55   iFT  0.99990918   +0 10 53.5
 GP0186;UTM  12      - 4,043,540.014   445,238.227   MT  0.99963695   -0 21 51.1
 GP0186
 GP0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0186!SPC AZ C     -   0.99974591  x   0.99990918  =   0.99965511
 GP0186!UTM  12      -   0.99974591  x   0.99963695  =   0.99938295
 GP0186
 GP0186:                Primary Azimuth Mark                     Grid Az
 GP0186:SPC AZ C     -  CLIFF                                    090 22 53.0
 GP0186:UTM  12      -  CLIFF                                    090 55 37.6
 GP0186
 GP0186|---------------------------------------------------------------------|
 GP0186| PID    Reference Object                     Distance      Geod. Az  |
 GP0186|                                                           dddmmss.s |
 GP0186| GP0485 CLIFF                               APPROX. 1.8 KM 0903346.5 |
 GP0186|---------------------------------------------------------------------|
 GP0186
 GP0186                          SUPERSEDED SURVEY CONTROL
 GP0186
 GP0186  NAD 83(1986)-  36 32 08.45037(N)    111 36 42.34299(W) AD(       ) 3
 GP0186  NGVD 29 (??/??/92) 1641.179  (m)         5384.43   (f) ADJ UNCH    1 2
 GP0186
 GP0186.Superseded values are not recommended for survey control.
 GP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0186.See file dsdata.txt to determine how the superseded data were derived.
 GP0186
 GP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4523843540(NAD 83)
 GP0186_MARKER: DB = BENCH MARK DISK
 GP0186_SETTING: 80 = SET IN A BOULDER
 GP0186_SP_SET: BOULDER
 GP0186_STAMPING: B 7 1921 ELEV 5384.743 FT
 GP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0186+STABILITY: SURFACE MOTION
 GP0186
 GP0186  HISTORY     - Date     Condition        Report By
 GP0186  HISTORY     - 1954     MONUMENTED       USGS
 GP0186  HISTORY     - 1962     GOOD             NGS
 GP0186  HISTORY     - 1978     GOOD             USGS
 GP0186  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0186
 GP0186                          STATION DESCRIPTION
 GP0186
 GP0186'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0186'LOCATED ABOUT 22 MI S. OF MARBLE CANYON POST OFFICE, ABOUT 11.1
 GP0186'MI N. OF CEDAR RIDGE TRADING POST.
 GP0186'
 GP0186'TO REACH FROM TRADING POST AT CEDAR RIDGE, GO 11.1 MI N. ALONG
 GP0186'U.S. HWY. 89 TO BRIDGE OVER TANNERS WASH.  GO ABOUT 5.1 MI N. TO
 GP0186'POINT OPPOSITE MIDDLE OF PROMINENT ROCK RIM, 62 FT W. OF HWY.
 GP0186'NEAR CENTER OF SMALL ROCKY MOUND.
 GP0186'
 GP0186'STATION MARK--NGS BM DISK STAMPED---ELEV 5384.743 FT B 7 1921---,
 GP0186'IN TOP OF 2 X 3 FT ROCK OUTCROP.
 GP0186'
 GP0186'RMS--NONE SET.
 GP0186
 GP0186                          STATION RECOVERY (1962)
 GP0186
 GP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0186'8.05 MI S FROM BITTER SPRINGS.
 GP0186'ABOUT 8.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0186'STATION AT BITTER SPRINGS, 71 FEET WEST OF THE SOUTHWEST HEADWALL OF A
 GP0186'CULVERT, 63 FEET WEST OF A CAMERON-FLAGSTAFF SIGN, 45 FEET SOUTHWEST
 GP0186'OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET SOUTHEAST OF A METAL
 GP0186'WITNESS POST, 2 FEET NORTHEAST OF A ROCK CAIRN, ABOUT LEVEL WITH THE
 GP0186'HIGHWAY, AND SET IN THE TOP OF A LIMESTONE BOULDER AT THE NORTH POINT
 GP0186'OF A SMALL GROUP OF BOULDERS AND PROJECTING ABOUT 6 INCHES.
 GP0186
 GP0186                          STATION RECOVERY (1978)
 GP0186
 GP0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0186'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY. 89 AND ALT. 89 AT
 GP0186'BITTER SPRINGS. 7.85 MILES S. ALONG US 89. THE TRADING POST HAS BEEN
 GP0186'MOVED 0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF
 GP0186'DESCRIPTION IS ADEQUATE.
 GP0186
 GP0186                          STATION RECOVERY (1983)
 GP0186
 GP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0186'NOT RECOVERED.  GRADING IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0310 ***********************************************************************
 DT0310  DESIGNATION -  B 70
 DT0310  PID         -  DT0310
 DT0310  STATE/COUNTY-  AZ/GREENLEE
 DT0310  USGS QUAD   -  STRAYHORSE (1991)
 DT0310
 DT0310                         *CURRENT SURVEY CONTROL
 DT0310  ___________________________________________________________________
 DT0310* NAD 83(1986)-  33 32 26.     (N)    109 18 58.     (W)     SCALED    
 DT0310* NAVD 88     -      2313.366  (meters)    7589.77   (feet)  ADJUSTED  
 DT0310  ___________________________________________________________________
 DT0310  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 DT0310  DYNAMIC HT  -        2309.606 (meters)    7577.43  (feet)  COMP
 DT0310  MODELED GRAV-     978,928.1   (mgal)                       NAVD 88
 DT0310
 DT0310  VERT ORDER  -  SECOND    CLASS 0
 DT0310
 DT0310.The horizontal coordinates were scaled from a topographic map and have
 DT0310.an estimated accuracy of +/- 6 seconds.
 DT0310
 DT0310.The orthometric height was determined by differential leveling
 DT0310.and adjusted by the National Geodetic Survey in June 1991..
 DT0310
 DT0310.The geoid height was determined by GEOID03.
 DT0310
 DT0310.The dynamic height is computed by dividing the NAVD 88
 DT0310.geopotential number by the normal gravity value computed on the
 DT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0310.degrees latitude (g = 980.6199 gals.).
 DT0310
 DT0310.The modeled gravity was interpolated from observed gravity values.
 DT0310
 DT0310;                    North         East    Units  Estimated Accuracy
 DT0310;SPC AZ E     -   282,020.      292,350.      MT  (+/- 180 meters Scaled)
 DT0310
 DT0310                          SUPERSEDED SURVEY CONTROL
 DT0310
 DT0310  NGVD 29 (??/??/92) 2312.306  (m)         7586.29   (f) ADJ UNCH    2 0
 DT0310
 DT0310.Superseded values are not recommended for survey control.
 DT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0310.See file dsdata.txt to determine how the superseded data were derived.
 DT0310
 DT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC563124(NAD 83)
 DT0310_MARKER: DB = BENCH MARK DISK
 DT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0310_STAMPING: B-70 1934
 DT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0310+STABILITY: SURFACE MOTION
 DT0310
 DT0310  HISTORY     - Date     Condition        Report By
 DT0310  HISTORY     - 1934     MONUMENTED       CGS
 DT0310
 DT0310                          STATION DESCRIPTION
 DT0310
 DT0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0310'37.3 MI S FROM ALPINE.
 DT0310'ON STATE HWY NO. 71, 0.7 MI SOUTH OF STRAY HORSE CAMP, IN THE SADDLE
 DT0310'BETWEEN TWO RIDGES, AND 55 FEET SOUTH OF THE CENTERLINE OF THE
 DT0310'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1774 ***********************************************************************
 DV1774  DESIGNATION -  B 71
 DV1774  PID         -  DV1774
 DV1774  STATE/COUNTY-  AZ/MARICOPA
 DV1774  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1774
 DV1774                         *CURRENT SURVEY CONTROL
 DV1774  ___________________________________________________________________
 DV1774* NAD 83(1986)-  33 40 02.     (N)    112 12 42.     (W)     SCALED    
 DV1774* NAVD 88     -       383.465  (meters)    1258.08   (feet)  ADJUSTED  
 DV1774  ___________________________________________________________________
 DV1774  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1774  DYNAMIC HT  -         383.022 (meters)    1256.63  (feet)  COMP
 DV1774  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 DV1774
 DV1774  VERT ORDER  -  SECOND    CLASS I
 DV1774
 DV1774.The horizontal coordinates were scaled from a topographic map and have
 DV1774.an estimated accuracy of +/- 6 seconds.
 DV1774
 DV1774.The orthometric height was determined by differential leveling
 DV1774.and adjusted by the National Geodetic Survey in November 1993..
 DV1774
 DV1774.The geoid height was determined by GEOID03.
 DV1774
 DV1774.The dynamic height is computed by dividing the NAVD 88
 DV1774.geopotential number by the normal gravity value computed on the
 DV1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1774.degrees latitude (g = 980.6199 gals.).
 DV1774
 DV1774.The modeled gravity was interpolated from observed gravity values.
 DV1774
 DV1774;                    North         East    Units  Estimated Accuracy
 DV1774;SPC AZ C     -   295,790.      186,000.      MT  (+/- 180 meters Scaled)
 DV1774
 DV1774                          SUPERSEDED SURVEY CONTROL
 DV1774
 DV1774.No superseded survey control is available for this station.
 DV1774
 DV1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC876259(NAD 83)
 DV1774_MARKER: Z = SEE DESCRIPTION
 DV1774_SETTING: 0 = UNSPECIFIED SETTING
 DV1774_MARK LOGO: AZDT  
 DV1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1774
 DV1774  HISTORY     - Date     Condition        Report By
 DV1774  HISTORY     - 1982     MONUMENTED       AZDT
 DV1774  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1774
 DV1774                          STATION DESCRIPTION
 DV1774
 DV1774'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1774'12.07 KM (7.5 MI) NORTH FROM PEORIA.
 DV1774'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1774'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1774'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1774'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1774'ROAD, THENCE EAST ALONG BEARDSLEY FOR 0.80 KM (0.5 MI) TO A DIRT RANCH
 DV1774'ROAD AND THE MARK ON THE NORTHEAST CORNER, 37.0 FT (11.53 METERS)
 DV1774'NORTH OF CENTERLINE OF BEARDSLEY ROAD, 18.0 FT (5.61 METERS) EAST OF
 DV1774'CENTERLINE OF A NORTH-SOUTH DIRT ROAD, A COTTON PICKER GEAR 1.8 FT
 DV1774'(0.56 METERS) ABOVE GROUND IN THE NORTH FACE OF A POWER POLE.
 DV1774
 DV1774                          STATION RECOVERY (2002)
 DV1774
 DV1774'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1774'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1774'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0151 ***********************************************************************
 FQ0151  DESIGNATION -  B 71
 FQ0151  PID         -  FQ0151
 FQ0151  STATE/COUNTY-  AZ/NAVAJO
 FQ0151  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0151
 FQ0151                         *CURRENT SURVEY CONTROL
 FQ0151  ___________________________________________________________________
 FQ0151* NAD 83(1986)-  35 32 32.     (N)    110 50 37.     (W)     SCALED    
 FQ0151* NAVD 88     -      1515.587  (meters)    4972.39   (feet)  ADJUSTED  
 FQ0151  ___________________________________________________________________
 FQ0151  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0151  DYNAMIC HT  -        1513.646 (meters)    4966.02  (feet)  COMP
 FQ0151  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 FQ0151
 FQ0151  VERT ORDER  -  SECOND    CLASS 0
 FQ0151
 FQ0151.The horizontal coordinates were scaled from a topographic map and have
 FQ0151.an estimated accuracy of +/- 6 seconds.
 FQ0151
 FQ0151.The orthometric height was determined by differential leveling
 FQ0151.and adjusted by the National Geodetic Survey in June 1991..
 FQ0151
 FQ0151.The geoid height was determined by GEOID03.
 FQ0151
 FQ0151.The dynamic height is computed by dividing the NAVD 88
 FQ0151.geopotential number by the normal gravity value computed on the
 FQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0151.degrees latitude (g = 980.6199 gals.).
 FQ0151
 FQ0151.The modeled gravity was interpolated from observed gravity values.
 FQ0151
 FQ0151;                    North         East    Units  Estimated Accuracy
 FQ0151;SPC AZ E     -   503,940.      151,980.      MT  (+/- 180 meters Scaled)
 FQ0151
 FQ0151                          SUPERSEDED SURVEY CONTROL
 FQ0151
 FQ0151  NGVD 29 (??/??/92) 1514.806  (m)         4969.83   (f) ADJ UNCH    2 0
 FQ0151
 FQ0151.Superseded values are not recommended for survey control.
 FQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0151.See file dsdata.txt to determine how the superseded data were derived.
 FQ0151
 FQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE141331(NAD 83)
 FQ0151_MARKER: DB = BENCH MARK DISK
 FQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0151_STAMPING: B 71 1934
 FQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0151+STABILITY: SURFACE MOTION
 FQ0151
 FQ0151  HISTORY     - Date     Condition        Report By
 FQ0151  HISTORY     - 1934     MONUMENTED       CGS
 FQ0151  HISTORY     - 1955     GOOD             NGS
 FQ0151
 FQ0151                          STATION DESCRIPTION
 FQ0151
 FQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0151'27.5 MI SW FROM ORAIBI.
 FQ0151'IN NAVAJO COUNTY, ABOUT 27.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD
 FQ0151'LEUPP FROM THE POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 24.4 MILES
 FQ0151'NORTHEAST OF LEUPP, COCONINO COUNTY, ABOUT 1.0 MILE DUE EAST OF THE
 FQ0151'SOUTH POINT OF A RED SANDSTONE CLIFF, ABOUT 0.1 MILE SOUTH OF THE
 FQ0151'BEGINNING OF A CURVE, AND 57 FEET WEST OF THE CENTER LINE OF THE
 FQ0151'HIGHWAY.  A STANDARD DISK, STAMPED B 71 1934 AND SET IN THE TOP OF A
 FQ0151'CONCRETE POST.
 FQ0151
 FQ0151                          STATION RECOVERY (1955)
 FQ0151
 FQ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0020 ***********************************************************************
 FQ0020  DESIGNATION -  B 72
 FQ0020  PID         -  FQ0020
 FQ0020  STATE/COUNTY-  AZ/NAVAJO
 FQ0020  USGS QUAD   -  WHITE CONE (1991)
 FQ0020
 FQ0020                         *CURRENT SURVEY CONTROL
 FQ0020  ___________________________________________________________________
 FQ0020* NAD 83(1986)-  35 30 46.     (N)    110 05 06.     (W)     SCALED    
 FQ0020* NAVD 88     -      1844.420  (meters)    6051.23   (feet)  ADJUSTED  
 FQ0020  ___________________________________________________________________
 FQ0020  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 FQ0020  DYNAMIC HT  -        1841.952 (meters)    6043.14  (feet)  COMP
 FQ0020  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 FQ0020
 FQ0020  VERT ORDER  -  SECOND    CLASS 0
 FQ0020
 FQ0020.The horizontal coordinates were scaled from a topographic map and have
 FQ0020.an estimated accuracy of +/- 6 seconds.
 FQ0020
 FQ0020.The orthometric height was determined by differential leveling
 FQ0020.and adjusted by the National Geodetic Survey in June 1991..
 FQ0020
 FQ0020.The geoid height was determined by GEOID03.
 FQ0020
 FQ0020.The dynamic height is computed by dividing the NAVD 88
 FQ0020.geopotential number by the normal gravity value computed on the
 FQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0020.degrees latitude (g = 980.6199 gals.).
 FQ0020
 FQ0020.The modeled gravity was interpolated from observed gravity values.
 FQ0020
 FQ0020;                    North         East    Units  Estimated Accuracy
 FQ0020;SPC AZ E     -   500,460.      220,770.      MT  (+/- 180 meters Scaled)
 FQ0020
 FQ0020                          SUPERSEDED SURVEY CONTROL
 FQ0020
 FQ0020  NGVD 29 (??/??/92) 1843.525  (m)         6048.30   (f) ADJ UNCH    2 0
 FQ0020
 FQ0020.Superseded values are not recommended for survey control.
 FQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0020.See file dsdata.txt to determine how the superseded data were derived.
 FQ0020
 FQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE829302(NAD 83)
 FQ0020_MARKER: DB = BENCH MARK DISK
 FQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0020_STAMPING: B 72 1934
 FQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0020+STABILITY: SURFACE MOTION
 FQ0020
 FQ0020  HISTORY     - Date     Condition        Report By
 FQ0020  HISTORY     - 1934     MONUMENTED       CGS
 FQ0020  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0020
 FQ0020                          STATION DESCRIPTION
 FQ0020
 FQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0020'7.5 MI N FROM INDIAN WELLS.
 FQ0020'7.5 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0020'COUNTY, 0.4 MILE NORTH OF THE HOPI INDIAN RESERVATION BOUNDARY-LINE
 FQ0020'MARKER, AND 29 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0020'DISK, STAMPED B 72 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FQ0020'THE HIGHWAY HAS BEEN RE-ALIGNED AND WIDENED IN THIS AREA SO IT IS
 FQ0020'POSSIBLE THAT THE MARK WAS DESTROYED DURING CONSTRUCTION.
 FQ0020
 FQ0020                          STATION RECOVERY (1965)
 FQ0020
 FQ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0330 ***********************************************************************
 FP0330  DESIGNATION -  B 73
 FP0330  PID         -  FP0330
 FP0330  STATE/COUNTY-  AZ/APACHE
 FP0330  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0330
 FP0330                         *CURRENT SURVEY CONTROL
 FP0330  ___________________________________________________________________
 FP0330* NAD 83(1986)-  35 45 26.     (N)    109 48 58.     (W)     SCALED    
 FP0330* NAVD 88     -      2000.919  (meters)    6564.68   (feet)  ADJUSTED  
 FP0330  ___________________________________________________________________
 FP0330  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FP0330  DYNAMIC HT  -        1998.234 (meters)    6555.87  (feet)  COMP
 FP0330  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 FP0330
 FP0330  VERT ORDER  -  SECOND    CLASS 0
 FP0330
 FP0330.The horizontal coordinates were scaled from a topographic map and have
 FP0330.an estimated accuracy of +/- 6 seconds.
 FP0330
 FP0330.The orthometric height was determined by differential leveling
 FP0330.and adjusted by the National Geodetic Survey in June 1991..
 FP0330
 FP0330.The geoid height was determined by GEOID03.
 FP0330
 FP0330.The dynamic height is computed by dividing the NAVD 88
 FP0330.geopotential number by the normal gravity value computed on the
 FP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0330.degrees latitude (g = 980.6199 gals.).
 FP0330
 FP0330.The modeled gravity was interpolated from observed gravity values.
 FP0330
 FP0330;                    North         East    Units  Estimated Accuracy
 FP0330;SPC AZ E     -   527,630.      245,060.      MT  (+/- 180 meters Scaled)
 FP0330
 FP0330                          SUPERSEDED SURVEY CONTROL
 FP0330
 FP0330  NGVD 29 (??/??/92) 1999.984  (m)         6561.61   (f) ADJ UNCH    2 0
 FP0330
 FP0330.Superseded values are not recommended for survey control.
 FP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0330.See file dsdata.txt to determine how the superseded data were derived.
 FP0330
 FP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE070576(NAD 83)
 FP0330_MARKER: DB = BENCH MARK DISK
 FP0330_SETTING: 80 = SET IN A BOULDER
 FP0330_SP_SET: BOULDER
 FP0330_STAMPING: B 73 1934
 FP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0330+STABILITY: SURFACE MOTION
 FP0330
 FP0330  HISTORY     - Date     Condition        Report By
 FP0330  HISTORY     - 1934     MONUMENTED       CGS
 FP0330
 FP0330                          STATION DESCRIPTION
 FP0330
 FP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0330'19.1 MI W FROM GANADO.
 FP0330'19.1 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE
 FP0330'COUNTY, 0.7 MILE EAST OF A LARGE STORAGE DAM ON THE SOUTH SIDE OF THE
 FP0330'ROAD, AT THE BASE OF A ROCK LEDGE CLIFF, 300 FEET SOUTH OF THE
 FP0330'CENTERLINE OF THE ROAD, IN THE FACE OF A LARGE BROWN SANDSTONE
 FP0330'BOULDER, 2.5 INCHES EAST OF THE WEST FACE, AND 14 INCHES ABOVE THE
 FP0330'GROUND.  A STANDARD DISK, STAMPED B 73 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0216 ***********************************************************************
 ER0216  DESIGNATION -  B 74
 ER0216  PID         -  ER0216
 ER0216  STATE/COUNTY-  AZ/APACHE
 ER0216  USGS QUAD   -  COYOTE HILLS (1969)
 ER0216
 ER0216                         *CURRENT SURVEY CONTROL
 ER0216  ___________________________________________________________________
 ER0216* NAD 83(1986)-  34 09 10.     (N)    109 08 44.     (W)     SCALED    
 ER0216* NAVD 88     -      2147.186  (meters)    7044.56   (feet)  ADJUSTED  
 ER0216  ___________________________________________________________________
 ER0216  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0216  DYNAMIC HT  -        2143.869 (meters)    7033.68  (feet)  COMP
 ER0216  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 ER0216
 ER0216  VERT ORDER  -  SECOND    CLASS 0
 ER0216
 ER0216.The horizontal coordinates were scaled from a topographic map and have
 ER0216.an estimated accuracy of +/- 6 seconds.
 ER0216
 ER0216.The orthometric height was determined by differential leveling
 ER0216.and adjusted by the National Geodetic Survey in June 1991..
 ER0216
 ER0216.The geoid height was determined by GEOID03.
 ER0216
 ER0216.The dynamic height is computed by dividing the NAVD 88
 ER0216.geopotential number by the normal gravity value computed on the
 ER0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0216.degrees latitude (g = 980.6199 gals.).
 ER0216
 ER0216.The modeled gravity was interpolated from observed gravity values.
 ER0216
 ER0216;                    North         East    Units  Estimated Accuracy
 ER0216;SPC AZ E     -   350,070.      307,520.      MT  (+/- 180 meters Scaled)
 ER0216
 ER0216                          SUPERSEDED SURVEY CONTROL
 ER0216
 ER0216  NGVD 29 (??/??/92) 2146.239  (m)         7041.45   (f) ADJ UNCH    2 0
 ER0216
 ER0216.Superseded values are not recommended for survey control.
 ER0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0216.See file dsdata.txt to determine how the superseded data were derived.
 ER0216
 ER0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC709806(NAD 83)
 ER0216_MARKER: DB = BENCH MARK DISK
 ER0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0216_STAMPING: B-74 1934
 ER0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0216+STABILITY: SURFACE MOTION
 ER0216
 ER0216  HISTORY     - Date     Condition        Report By
 ER0216  HISTORY     - 1934     MONUMENTED       CGS
 ER0216
 ER0216                          STATION DESCRIPTION
 ER0216
 ER0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0216'9.0 MI E FROM SPRINGERVILLE.
 ER0216'9.0 MI EAST ON US HWY NO.60.  IN THE MIDDLE OF A FLAT THAT IS ABOUT
 ER0216'3/4 OF A MILE WIDE, 500 FEET WEST OF A 3 FOOT CULVERT WITH CONCRETE
 ER0216'HEADWALLS, 10 FEET NORTH OF A FENCE LINE AND 30 FEET SOUTH OF THE
 ER0216'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0273 ***********************************************************************
 CY0273  DESIGNATION -  B 75
 CY0273  PID         -  CY0273
 CY0273  STATE/COUNTY-  AZ/GREENLEE
 CY0273  USGS QUAD   -  DUNCAN (1986)
 CY0273
 CY0273                         *CURRENT SURVEY CONTROL
 CY0273  ___________________________________________________________________
 CY0273* NAD 83(1986)-  32 42 23.     (N)    109 05 34.     (W)     SCALED    
 CY0273* NAVD 88     -      1119.51   (+/-2cm)    3672.9    (feet)  VERTCON   
 CY0273  ___________________________________________________________________
 CY0273  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0273
 CY0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0273
 CY0273.The horizontal coordinates were scaled from a topographic map and have
 CY0273.an estimated accuracy of +/- 6 seconds.
 CY0273
 CY0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0273.The vertical order pertains to the NGVD 29 superseded value.
 CY0273
 CY0273.The geoid height was determined by GEOID03.
 CY0273
 CY0273;                    North         East    Units  Estimated Accuracy
 CY0273;SPC AZ E     -   189,700.      314,040.      MT  (+/- 180 meters Scaled)
 CY0273
 CY0273                          SUPERSEDED SURVEY CONTROL
 CY0273
 CY0273  NGVD 29 (??/??/92) 1118.841  (m)         3670.73   (f) ADJ UNCH    2 0
 CY0273
 CY0273.Superseded values are not recommended for survey control.
 CY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0273.See file dsdata.txt to determine how the superseded data were derived.
 CY0273
 CY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB787203(NAD 83)
 CY0273_MARKER: DB = BENCH MARK DISK
 CY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0273_STAMPING: B 75 1934
 CY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0273+STABILITY: SURFACE MOTION
 CY0273
 CY0273  HISTORY     - Date     Condition        Report By
 CY0273  HISTORY     - 1934     MONUMENTED       CGS
 CY0273
 CY0273                          STATION DESCRIPTION
 CY0273
 CY0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0273'1.4 MI SE FROM DUNCAN.
 CY0273'1.4 MI. S.E. ALONG A. AND N.M. RY.  12 FT. E. OF MI. POST 1183, 75
 CY0273'YDS. N.W. OF A RANCH HOUSE ON THE E. BANK OF A CANAL, 200 FT. W. OF
 CY0273'THE CENTER LINE OF U.S. NO.180, AND 10 FT. W. OF THE CENTER LINE OF
 CY0273'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0378 ***********************************************************************
 CG0378  DESIGNATION -  B 76
 CG0378  PID         -  CG0378
 CG0378  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0378  USGS QUAD   -  AMADO (1981)
 CG0378
 CG0378                         *CURRENT SURVEY CONTROL
 CG0378  ___________________________________________________________________
 CG0378* NAD 83(1986)-  31 39 11.     (N)    111 02 49.     (W)     SCALED    
 CG0378* NAVD 88     -       956.09   (+/-2cm)    3136.8    (feet)  VERTCON   
 CG0378  ___________________________________________________________________
 CG0378  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0378
 CG0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0378
 CG0378.The horizontal coordinates were scaled from a topographic map and have
 CG0378.an estimated accuracy of +/- 6 seconds.
 CG0378
 CG0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0378.The vertical order pertains to the NGVD 29 superseded value.
 CG0378
 CG0378.The geoid height was determined by GEOID03.
 CG0378
 CG0378;                    North         East    Units  Estimated Accuracy
 CG0378;SPC AZ C     -    72,730.      295,840.      MT  (+/- 180 meters Scaled)
 CG0378
 CG0378                          SUPERSEDED SURVEY CONTROL
 CG0378
 CG0378  NGVD 29 (??/??/92)  955.283  (m)         3134.12   (f) ADJ UNCH    1 2
 CG0378
 CG0378.Superseded values are not recommended for survey control.
 CG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0378.See file dsdata.txt to determine how the superseded data were derived.
 CG0378
 CG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA955019(NAD 83)
 CG0378_MARKER: DB = BENCH MARK DISK
 CG0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0378_STAMPING: B 76 1934
 CG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0378+STABILITY: SURFACE MOTION
 CG0378
 CG0378  HISTORY     - Date     Condition        Report By
 CG0378  HISTORY     - 1934     MONUMENTED       CGS
 CG0378  HISTORY     - 1953     GOOD             NGS
 CG0378  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0378
 CG0378                          STATION DESCRIPTION
 CG0378
 CG0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0378'3.7 MI S FROM AMADO.
 CG0378'3.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0378'WATER TANK AT AMADO, 77.5 FEET SOUTHWEST OF THE CENTER OF A GATE IN A
 CG0378'FENCE, 59 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD,
 CG0378'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32.3 FEET EAST OF THE
 CG0378'EAST RAIL, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 CG0378'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0378'ABOVE THE GROUND.
 CG0378
 CG0378                          STATION RECOVERY (1976)
 CG0378
 CG0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0317 ***********************************************************************
 CG0317  DESIGNATION -  B 77
 CG0317  PID         -  CG0317
 CG0317  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0317  USGS QUAD   -  MT HUGHES (1982)
 CG0317
 CG0317                         *CURRENT SURVEY CONTROL
 CG0317  ___________________________________________________________________
 CG0317* NAD 83(1986)-  31 33 32.     (N)    110 44 02.     (W)     SCALED    
 CG0317* NAVD 88     -      1262.41   (+/-2cm)    4141.8    (feet)  VERTCON   
 CG0317  ___________________________________________________________________
 CG0317  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CG0317
 CG0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0317
 CG0317.The horizontal coordinates were scaled from a topographic map and have
 CG0317.an estimated accuracy of +/- 6 seconds.
 CG0317
 CG0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0317.The vertical order pertains to the NGVD 29 superseded value.
 CG0317
 CG0317.The geoid height was determined by GEOID03.
 CG0317
 CG0317;                    North         East    Units  Estimated Accuracy
 CG0317;SPC AZ C     -    62,570.      325,650.      MT  (+/- 180 meters Scaled)
 CG0317
 CG0317                          SUPERSEDED SURVEY CONTROL
 CG0317
 CG0317  NGVD 29 (??/??/92) 1261.523  (m)         4138.85   (f) ADJ UNCH    2 0
 CG0317
 CG0317.Superseded values are not recommended for survey control.
 CG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0317.See file dsdata.txt to determine how the superseded data were derived.
 CG0317
 CG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV252915(NAD 83)
 CG0317_MARKER: DB = BENCH MARK DISK
 CG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0317_STAMPING: B 77 1934
 CG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0317+STABILITY: SURFACE MOTION
 CG0317
 CG0317  HISTORY     - Date     Condition        Report By
 CG0317  HISTORY     - 1934     MONUMENTED       CGS
 CG0317
 CG0317                          STATION DESCRIPTION
 CG0317
 CG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0317'1.8 MI NE FROM PATAGONIA.
 CG0317'1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0317'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 40 FEET SOUTHWEST OF THE WEST
 CG0317'END OF CATTLEGUARD 1093 D, 45 FEET WEST OF THE CENTERLINE OF THE
 CG0317'TRACK, 45 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 82, 8 FEET
 CG0317'NORTH OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE LINE.  A
 CG0317'STANDARD DISK, STAMPED B 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0317'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0170 ***********************************************************************
 CG0170  DESIGNATION -  B 78
 CG0170  PID         -  CG0170
 CG0170  STATE/COUNTY-  AZ/COCHISE
 CG0170  USGS QUAD   -  TOMBSTONE (1978)
 CG0170
 CG0170                         *CURRENT SURVEY CONTROL
 CG0170  ___________________________________________________________________
 CG0170* NAD 83(1986)-  31 43 23.     (N)    110 02 19.     (W)     SCALED    
 CG0170* NAVD 88     -      1377.82   (+/-2cm)    4520.4    (feet)  VERTCON   
 CG0170  ___________________________________________________________________
 CG0170  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CG0170
 CG0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0170
 CG0170.The horizontal coordinates were scaled from a topographic map and have
 CG0170.an estimated accuracy of +/- 6 seconds.
 CG0170
 CG0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0170.The vertical order pertains to the NGVD 29 superseded value.
 CG0170
 CG0170.The geoid height was determined by GEOID03.
 CG0170
 CG0170;                    North         East    Units  Estimated Accuracy
 CG0170;SPC AZ E     -    80,170.      225,500.      MT  (+/- 180 meters Scaled)
 CG0170
 CG0170                          SUPERSEDED SURVEY CONTROL
 CG0170
 CG0170  NGVD 29 (??/??/92) 1376.967  (m)         4517.60   (f) ADJ UNCH    2 0
 CG0170
 CG0170.Superseded values are not recommended for survey control.
 CG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0170.See file dsdata.txt to determine how the superseded data were derived.
 CG0170
 CG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA910101(NAD 83)
 CG0170_MARKER: DB = BENCH MARK DISK
 CG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0170_STAMPING: B 78 1934
 CG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0170+STABILITY: SURFACE MOTION
 CG0170
 CG0170  HISTORY     - Date     Condition        Report By
 CG0170  HISTORY     - 1934     MONUMENTED       CGS
 CG0170  HISTORY     - 1935     GOOD             NGS
 CG0170  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0170
 CG0170                          STATION DESCRIPTION
 CG0170
 CG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0170'2.2 MI E FROM TOMBSTONE.
 CG0170'2.2 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0170'0.1 MILE SOUTHWEST OF A ROW OF POLES, MIDWAY UP A SMALL HILL, AND 40
 CG0170'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B
 CG0170'78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0170
 CG0170                          STATION RECOVERY (1957)
 CG0170
 CG0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0142 ***********************************************************************
 CG0142  DESIGNATION -  B 79
 CG0142  PID         -  CG0142
 CG0142  STATE/COUNTY-  AZ/COCHISE
 CG0142  USGS QUAD   -  FAIRBANK (1952)
 CG0142
 CG0142                         *CURRENT SURVEY CONTROL
 CG0142  ___________________________________________________________________
 CG0142* NAD 83(1986)-  31 37 54.     (N)    110 10 27.     (W)     SCALED    
 CG0142* NAVD 88     -      1213.88   (+/-2cm)    3982.5    (feet)  VERTCON   
 CG0142  ___________________________________________________________________
 CG0142  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0142
 CG0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0142
 CG0142.The horizontal coordinates were scaled from a topographic map and have
 CG0142.an estimated accuracy of +/- 6 seconds.
 CG0142
 CG0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0142.The vertical order pertains to the NGVD 29 superseded value.
 CG0142
 CG0142.The geoid height was determined by GEOID03.
 CG0142
 CG0142;                    North         East    Units  Estimated Accuracy
 CG0142;SPC AZ E     -    70,030.      212,650.      MT  (+/- 180 meters Scaled)
 CG0142
 CG0142                          SUPERSEDED SURVEY CONTROL
 CG0142
 CG0142  NGVD 29 (??/??/92) 1213.073  (m)         3979.89   (f) ADJ UNCH    2 0
 CG0142
 CG0142.Superseded values are not recommended for survey control.
 CG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0142.See file dsdata.txt to determine how the superseded data were derived.
 CG0142
 CG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV783999(NAD 83)
 CG0142_MARKER: DB = BENCH MARK DISK
 CG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0142_STAMPING: B 79 1934
 CG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0142+STABILITY: SURFACE MOTION
 CG0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0142+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 CG0142
 CG0142  HISTORY     - Date     Condition        Report By
 CG0142  HISTORY     - 1934     MONUMENTED       CGS
 CG0142  HISTORY     - 20010418 GOOD             NGS
 CG0142
 CG0142                          STATION DESCRIPTION
 CG0142
 CG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0142'IN CHARLESTON.
 CG0142'AT CHARLESTON, COCHISE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0142'0.4 MILE SOUTH OF MILEPOST 1054, 0.2 MILE NORTH OF THE STATION SIGN,
 CG0142'85 FEET NORTHWEST OF THE SECTION FOREMAN HOUSE, 40 FEET EAST OF THE
 CG0142'CENTERLINE OF THE TRACK, AND 15 FEET WEST OF A ROW OF POLES.  A
 CG0142'STANDARD DISK, STAMPED B 79 1934 AND SET IN THE TOP OF A CONCRETE
 CG0142'POST.
 CG0142
 CG0142                          STATION RECOVERY (2001)
 CG0142
 CG0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0142'RR IS NOW SAN PEDRO AND SOUTHWESTERN RR.  DISK IS 16 RAILS (OLD SHORT
 CG0142'TYPE) NORTH ALONG RR SIDING FROM SOUTH END.  DISK IS NOW STAMPED 'ASA
 CG0142'886 B 79 1934'.  OWNERSHIP IS EITHER RR OR BLM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0187 ***********************************************************************
 DB0187  DESIGNATION -  B 8
 DB0187  PID         -  DB0187
 DB0187  STATE/COUNTY-  AZ/YUMA
 DB0187  USGS QUAD   -  FORTUNA (1979)
 DB0187
 DB0187                         *CURRENT SURVEY CONTROL
 DB0187  ___________________________________________________________________
 DB0187* NAD 83(1986)-  32 43 42.     (N)    114 25 16.     (W)     SCALED    
 DB0187* NAVD 88     -        57.25   (+/-2cm)     187.8    (feet)  VERTCON   
 DB0187  ___________________________________________________________________
 DB0187  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0187
 DB0187  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0187
 DB0187.The horizontal coordinates were scaled from a topographic map and have
 DB0187.an estimated accuracy of +/- 6 seconds.
 DB0187
 DB0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0187.The vertical order pertains to the NGVD 29 superseded value.
 DB0187
 DB0187.The geoid height was determined by GEOID03.
 DB0187
 DB0187;                    North         East    Units  Estimated Accuracy
 DB0187;SPC AZ W     -   191,830.      150,460.      MT  (+/- 180 meters Scaled)
 DB0187
 DB0187                          SUPERSEDED SURVEY CONTROL
 DB0187
 DB0187  NGVD 29 (??/??/??)   56.583  (m)          185.64   (f) ADJUSTED    1 2
 DB0187
 DB0187.Superseded values are not recommended for survey control.
 DB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0187.See file dsdata.txt to determine how the superseded data were derived.
 DB0187
 DB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS416241(NAD 83)
 DB0187_MARKER: DB = BENCH MARK DISK
 DB0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0187_SP_SET: BRIDGE ABUTMENT
 DB0187_STAMPING: 185.639 B 8 1927
 DB0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0187
 DB0187  HISTORY     - Date     Condition        Report By
 DB0187  HISTORY     - 1927     MONUMENTED       CGS
 DB0187  HISTORY     - 1935     GOOD             NGS
 DB0187  HISTORY     - 1965     MARK NOT FOUND   NGS
 DB0187
 DB0187                          STATION DESCRIPTION
 DB0187
 DB0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0187'5.4 MI SW FROM DOME.
 DB0187'5.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0187'THE STATION AT DOME, YUMA COUNTY, 1.3 MILES NORTHEAST OF THE
 DB0187'STATION AT BLAISDELL, 5 POLES SOUTHWEST OF MILEPOST 748, AT BRIDGE
 DB0187'747.88, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 DB0187'1/2 FOOT FROM THE FACE, 8 FEET EAST OF THE CENTERLINE OF THE
 DB0187'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 DB0187
 DB0187                          STATION RECOVERY (1965)
 DB0187
 DB0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DB0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0119 ***********************************************************************
 CF0119  DESIGNATION -  B 81
 CF0119  PID         -  CF0119
 CF0119  STATE/COUNTY-  AZ/COCHISE
 CF0119  USGS QUAD   -  NACO (1958)
 CF0119
 CF0119                         *CURRENT SURVEY CONTROL
 CF0119  ___________________________________________________________________
 CF0119* NAD 83(1986)-  31 20 45.     (N)    109 54 04.     (W)     SCALED    
 CF0119* NAVD 88     -      1417.35   (+/-2cm)    4650.1    (feet)  VERTCON   
 CF0119  ___________________________________________________________________
 CF0119  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CF0119
 CF0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0119
 CF0119.The horizontal coordinates were scaled from a topographic map and have
 CF0119.an estimated accuracy of +/- 6 seconds.
 CF0119
 CF0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0119.The vertical order pertains to the NGVD 29 superseded value.
 CF0119
 CF0119.The geoid height was determined by GEOID03.
 CF0119
 CF0119;                    North         East    Units  Estimated Accuracy
 CF0119;SPC AZ E     -    38,370.      238,630.      MT  (+/- 180 meters Scaled)
 CF0119
 CF0119                          SUPERSEDED SURVEY CONTROL
 CF0119
 CF0119  NGVD 29 (??/??/92) 1416.495  (m)         4647.28   (f) ADJ UNCH    2 0
 CF0119
 CF0119.Superseded values are not recommended for survey control.
 CF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0119.See file dsdata.txt to determine how the superseded data were derived.
 CF0119
 CF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV045684(NAD 83)
 CF0119_MARKER: DB = BENCH MARK DISK
 CF0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0119_STAMPING: B 81 1934
 CF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0119+STABILITY: SURFACE MOTION
 CF0119
 CF0119  HISTORY     - Date     Condition        Report By
 CF0119  HISTORY     - 1934     MONUMENTED       CGS
 CF0119
 CF0119                          STATION DESCRIPTION
 CF0119
 CF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0119'3.0 MI E FROM NACO.
 CF0119'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0119'STATION AT NACO, COCHISE COUNTY, 1.0 MILE WEST OF BISBEE JUNCTION, 40
 CF0119'FEET SOUTH OF MILEPOST 1084, 88 FEET SOUTH OF THE CENTERLINE OF THE
 CF0119'TRACK, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED B 81
 CF0119'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1110 ***********************************************************************
 CZ1110  DESIGNATION -  B 83
 CZ1110  PID         -  CZ1110
 CZ1110  STATE/COUNTY-  AZ/PINAL
 CZ1110  USGS QUAD   -  STANFIELD (1992)
 CZ1110
 CZ1110                         *CURRENT SURVEY CONTROL
 CZ1110  ___________________________________________________________________
 CZ1110* NAD 83(1986)-  32 52 46.     (N)    111 55 44.     (W)     SCALED    
 CZ1110* NAVD 88     -       399.07   (+/-2cm)    1309.3    (feet)  VERTCON   
 CZ1110  ___________________________________________________________________
 CZ1110  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1110
 CZ1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1110
 CZ1110.The horizontal coordinates were scaled from a topographic map and have
 CZ1110.an estimated accuracy of +/- 6 seconds.
 CZ1110
 CZ1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1110.The vertical order pertains to the NGVD 29 superseded value.
 CZ1110
 CZ1110.The geoid height was determined by GEOID03.
 CZ1110
 CZ1110;                    North         East    Units  Estimated Accuracy
 CZ1110;SPC AZ C     -   208,380.      212,220.      MT  (+/- 180 meters Scaled)
 CZ1110
 CZ1110                          SUPERSEDED SURVEY CONTROL
 CZ1110
 CZ1110  NGVD 29 (??/??/92)  398.48   (m)         1307.3    (f) COMPUTED    2 0
 CZ1110
 CZ1110.Superseded values are not recommended for survey control.
 CZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1110.See file dsdata.txt to determine how the superseded data were derived.
 CZ1110
 CZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB131383(NAD 83)
 CZ1110_MARKER: DB = BENCH MARK DISK
 CZ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1110_STAMPING: B 83 1935
 CZ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1110+STABILITY: SURFACE MOTION
 CZ1110
 CZ1110  HISTORY     - Date     Condition        Report By
 CZ1110  HISTORY     - 1935     MONUMENTED       CGS
 CZ1110  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1110
 CZ1110                          STATION DESCRIPTION
 CZ1110
 CZ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1110'10.3 MI W FROM CASA GRANDE.
 CZ1110'2.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1110'STANFIELD, PINAL COUNTY, 0.2 MILE EAST OF SOME WOODEN BRIDGES ON THE
 CZ1110'HIGHWAY, IN A CLEARING DOTTED WITH SALT WEEDS, AND 57 FEET NORTH OF
 CZ1110'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 83 1935 AND
 CZ1110'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0679 ***********************************************************************
 DA0679  DESIGNATION -  B 84
 DA0679  PID         -  DA0679
 DA0679  STATE/COUNTY-  AZ/MARICOPA
 DA0679  USGS QUAD   -  GILA BEND (1973)
 DA0679
 DA0679                         *CURRENT SURVEY CONTROL
 DA0679  ___________________________________________________________________
 DA0679* NAD 83(1986)-  32 56 58.     (N)    112 42 04.     (W)     SCALED    
 DA0679* NAVD 88     -       226.676  (meters)     743.69   (feet)  ADJUSTED  
 DA0679  ___________________________________________________________________
 DA0679  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0679  DYNAMIC HT  -         226.407 (meters)     742.80  (feet)  COMP
 DA0679  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 DA0679
 DA0679  VERT ORDER  -  FIRST     CLASS II
 DA0679
 DA0679.The horizontal coordinates were scaled from a topographic map and have
 DA0679.an estimated accuracy of +/- 6 seconds.
 DA0679
 DA0679.The orthometric height was determined by differential leveling
 DA0679.and adjusted by the National Geodetic Survey in June 1991..
 DA0679
 DA0679.The geoid height was determined by GEOID03.
 DA0679
 DA0679.The dynamic height is computed by dividing the NAVD 88
 DA0679.geopotential number by the normal gravity value computed on the
 DA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0679.degrees latitude (g = 980.6199 gals.).
 DA0679
 DA0679.The modeled gravity was interpolated from observed gravity values.
 DA0679
 DA0679;                    North         East    Units  Estimated Accuracy
 DA0679;SPC AZ C     -   216,420.      140,020.      MT  (+/- 180 meters Scaled)
 DA0679
 DA0679                          SUPERSEDED SURVEY CONTROL
 DA0679
 DA0679  NGVD 29 (??/??/92)  226.127  (m)          741.88   (f) ADJ UNCH    1 2
 DA0679
 DA0679.Superseded values are not recommended for survey control.
 DA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0679.See file dsdata.txt to determine how the superseded data were derived.
 DA0679
 DA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB409469(NAD 83)
 DA0679_MARKER: DB = BENCH MARK DISK
 DA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0679_STAMPING: B 84 1935
 DA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0679+STABILITY: SURFACE MOTION
 DA0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0679+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0679
 DA0679  HISTORY     - Date     Condition        Report By
 DA0679  HISTORY     - 1935     MONUMENTED       CGS
 DA0679  HISTORY     - 1967     GOOD             NGS
 DA0679  HISTORY     - 1968     GOOD             NGS
 DA0679  HISTORY     - 1980     GOOD             NGS
 DA0679  HISTORY     - 1980     GOOD             NGS
 DA0679  HISTORY     - 1981     GOOD             NGS
 DA0679  HISTORY     - 19941201 GOOD             USPSQD
 DA0679  HISTORY     - 20060219 GOOD             USPSQD
 DA0679
 DA0679                          STATION DESCRIPTION
 DA0679
 DA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0679'0.85 MI E FROM GILA BEND.
 DA0679'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0679'GILA BEND, IN S 31, T 5 S, R 4 W, 142 YARDS NORTHWEST OF THE NORTHWEST
 DA0679'RAIL OF THE MAIN TRACK, 134 FEET SOUTHWEST OF THE CENTER OF THE
 DA0679'JUNCTION OF U.S. HIGHWAY 80 AND ARLINGTON-HASSAYAMPA ROAD, 105 FEET
 DA0679'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80-84, 191 FEET SOUTHWEST
 DA0679'OF THE SOUTH CORNER OF A CONCRETE HIGHWAY BRIDGE OVER THE GILA BEND
 DA0679'CANAL, 8 FEET SOUTH OF A LARGE METAL POST WHICH SUPPORTS A SIGNBOARD,
 DA0679'1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 DA0679'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DA0679'INCHES.
 DA0679
 DA0679                          STATION RECOVERY (1968)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1980)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1980)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1981)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1994)
 DA0679
 DA0679'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (2006)
 DA0679
 DA0679'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0679'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0245 ***********************************************************************
 DA0245  DESIGNATION -  B 85
 DA0245  PID         -  DA0245
 DA0245  STATE/COUNTY-  AZ/PIMA
 DA0245  USGS QUAD   -  SANTA ROSA (1990)
 DA0245
 DA0245                         *CURRENT SURVEY CONTROL
 DA0245  ___________________________________________________________________
 DA0245* NAD 83(1986)-  32 19 31.     (N)    112 02 20.     (W)     SCALED    
 DA0245* NAVD 88     -       549.59   (+/-2cm)    1803.1    (feet)  VERTCON   
 DA0245  ___________________________________________________________________
 DA0245  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0245
 DA0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0245
 DA0245.The horizontal coordinates were scaled from a topographic map and have
 DA0245.an estimated accuracy of +/- 6 seconds.
 DA0245
 DA0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0245.The vertical order pertains to the NGVD 29 superseded value.
 DA0245
 DA0245.The geoid height was determined by GEOID03.
 DA0245
 DA0245;                    North         East    Units  Estimated Accuracy
 DA0245;SPC AZ C     -   146,940.      201,850.      MT  (+/- 180 meters Scaled)
 DA0245
 DA0245                          SUPERSEDED SURVEY CONTROL
 DA0245
 DA0245  NGVD 29 (??/??/92)  548.953  (m)         1801.02   (f) ADJ UNCH    2 0
 DA0245
 DA0245.Superseded values are not recommended for survey control.
 DA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0245.See file dsdata.txt to determine how the superseded data were derived.
 DA0245
 DA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA022769(NAD 83)
 DA0245_MARKER: DB = BENCH MARK DISK
 DA0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0245_SP_SET: STEP
 DA0245_STAMPING: B-85 1935
 DA0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0245
 DA0245  HISTORY     - Date     Condition        Report By
 DA0245  HISTORY     - 1935     MONUMENTED       CGS
 DA0245  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0245
 DA0245                          STATION DESCRIPTION
 DA0245
 DA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0245'IN SANTA ROSA.
 DA0245'IN THE SANTA ROSA DAY SCHOOL, IN THE STEP AT THE WEST SIDE OF THE
 DA0245'BUILDING, 250 YRDS E OF THE CENTER LINE OF THE ROAD TO COVERED WELLS,
 DA0245'AND ABOUT 100 FEET E OF THE NURSES HOME.
 DA0245
 DA0245                          STATION RECOVERY (1952)
 DA0245
 DA0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0024 ***********************************************************************
 DA0024  DESIGNATION -  B 86
 DA0024  PID         -  DA0024
 DA0024  STATE/COUNTY-  AZ/PINAL
 DA0024  USGS QUAD   -  KOHATK (1981)
 DA0024
 DA0024                         *CURRENT SURVEY CONTROL
 DA0024  ___________________________________________________________________
 DA0024* NAD 83(1986)-  32 35 32.     (N)    112 01 42.     (W)     SCALED    
 DA0024* NAVD 88     -       517.46   (+/-2cm)    1697.7    (feet)  VERTCON   
 DA0024  ___________________________________________________________________
 DA0024  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0024
 DA0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0024
 DA0024.The horizontal coordinates were scaled from a topographic map and have
 DA0024.an estimated accuracy of +/- 6 seconds.
 DA0024
 DA0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0024.The vertical order pertains to the NGVD 29 superseded value.
 DA0024
 DA0024.The geoid height was determined by GEOID03.
 DA0024
 DA0024;                    North         East    Units  Estimated Accuracy
 DA0024;SPC AZ C     -   176,540.      202,880.      MT  (+/- 180 meters Scaled)
 DA0024
 DA0024                          SUPERSEDED SURVEY CONTROL
 DA0024
 DA0024  NGVD 29 (??/??/92)  516.831  (m)         1695.64   (f) ADJ UNCH    2 0
 DA0024
 DA0024.Superseded values are not recommended for survey control.
 DA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0024.See file dsdata.txt to determine how the superseded data were derived.
 DA0024
 DA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034065(NAD 83)
 DA0024_MARKER: DB = BENCH MARK DISK
 DA0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0024_STAMPING: B 86 1935
 DA0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0024+STABILITY: SURFACE MOTION
 DA0024
 DA0024  HISTORY     - Date     Condition        Report By
 DA0024  HISTORY     - 1935     MONUMENTED       CGS
 DA0024  HISTORY     - 1951     GOOD             NGS
 DA0024
 DA0024                          STATION DESCRIPTION
 DA0024
 DA0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0024'2.1 MI NW FROM QUAJOTE.
 DA0024'2.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0024'VILLAGE OF QUAJOTE, ON A SMALL PEBBLED RIDGE, ABOUT 150 YARDS WEST OF
 DA0024'A POINT WHERE THE ROAD CROSSES A WIDE-SHALLOW WASH, 34 1/2 FEET SOUTH
 DA0024'OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS POST, AND
 DA0024'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0024'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0634 ***********************************************************************
 DA0634  DESIGNATION -  B 87
 DA0634  PID         -  DA0634
 DA0634  STATE/COUNTY-  AZ/MARICOPA
 DA0634  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0634
 DA0634                         *CURRENT SURVEY CONTROL
 DA0634  ___________________________________________________________________
 DA0634* NAD 83(1986)-  32 49 00.     (N)    112 37 26.     (W)     SCALED    
 DA0634* NAVD 88     -       351.67   (+/-2cm)    1153.8    (feet)  VERTCON   
 DA0634  ___________________________________________________________________
 DA0634  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DA0634
 DA0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0634
 DA0634.The horizontal coordinates were scaled from a topographic map and have
 DA0634.an estimated accuracy of +/- 6 seconds.
 DA0634
 DA0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0634.The vertical order pertains to the NGVD 29 superseded value.
 DA0634
 DA0634.The geoid height was determined by GEOID03.
 DA0634
 DA0634;                    North         East    Units  Estimated Accuracy
 DA0634;SPC AZ C     -   201,640.      147,140.      MT  (+/- 180 meters Scaled)
 DA0634
 DA0634                          SUPERSEDED SURVEY CONTROL
 DA0634
 DA0634  NGVD 29 (??/??/92)  351.030  (m)         1151.67   (f) ADJ UNCH    2 0
 DA0634
 DA0634.Superseded values are not recommended for survey control.
 DA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0634.See file dsdata.txt to determine how the superseded data were derived.
 DA0634
 DA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB479321(NAD 83)
 DA0634_MARKER: DB = BENCH MARK DISK
 DA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0634_STAMPING: B 87 1935
 DA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0634+STABILITY: SURFACE MOTION
 DA0634
 DA0634  HISTORY     - Date     Condition        Report By
 DA0634  HISTORY     - 1935     MONUMENTED       CGS
 DA0634  HISTORY     - 1951     GOOD             NGS
 DA0634  HISTORY     - 1980     GOOD             USGS
 DA0634
 DA0634                          STATION DESCRIPTION
 DA0634
 DA0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0634'11.6 MI SE FROM GILA BEND.
 DA0634'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0634'COMPANY RAILROAD STATION AT GILA THENCE 1.9 MILES SOUTH ALONG A GRADED
 DA0634'ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD THENCE, 1.1 MILE SOUTH
 DA0634'ALONG A TRACK ROAD, THENCE 7.6 MILES SOUTHEAST ALONG A TRACK ROAD ON A
 DA0634'ROCKY SLOPE, ABOUT 155 YARDS WEST SOUTHWEST OF THE WEST END OF A ROCKY
 DA0634'HILL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 DA0634'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0634'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0634
 DA0634                          STATION RECOVERY (1980)
 DA0634
 DA0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0634'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0634'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0634'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 3.35 MILES ON TRACK ROAD
 DA0634'TO BM ON NE. BM IS ABOUT 155 YARDS WSW OF THE WEST END OF A ROCKY
 DA0634'HILL, 16 FT NE OF THE CENTER OF THE ROAD, 1.4 FT SE OF A 4X4 WITNESS
 DA0634'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT AND ABOUT
 DA0634'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1129 ***********************************************************************
 CZ1129  DESIGNATION -  B 88
 CZ1129  PID         -  CZ1129
 CZ1129  STATE/COUNTY-  AZ/PINAL
 CZ1129  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1129
 CZ1129                         *CURRENT SURVEY CONTROL
 CZ1129  ___________________________________________________________________
 CZ1129* NAD 83(1986)-  32 50 25.     (N)    111 58 50.     (W)     SCALED    
 CZ1129* NAVD 88     -       414.92   (+/-2cm)    1361.3    (feet)  VERTCON   
 CZ1129  ___________________________________________________________________
 CZ1129  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1129
 CZ1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1129
 CZ1129.The horizontal coordinates were scaled from a topographic map and have
 CZ1129.an estimated accuracy of +/- 6 seconds.
 CZ1129
 CZ1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1129.The vertical order pertains to the NGVD 29 superseded value.
 CZ1129
 CZ1129.The geoid height was determined by GEOID03.
 CZ1129
 CZ1129;                    North         East    Units  Estimated Accuracy
 CZ1129;SPC AZ C     -   204,040.      207,380.      MT  (+/- 180 meters Scaled)
 CZ1129
 CZ1129                          SUPERSEDED SURVEY CONTROL
 CZ1129
 CZ1129  NGVD 29 (??/??/92)  414.321  (m)         1359.32   (f) ADJ UNCH    2 0
 CZ1129
 CZ1129.Superseded values are not recommended for survey control.
 CZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1129.See file dsdata.txt to determine how the superseded data were derived.
 CZ1129
 CZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082340(NAD 83)
 CZ1129_MARKER: DB = BENCH MARK DISK
 CZ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1129_STAMPING: B 88 1935
 CZ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1129+STABILITY: SURFACE MOTION
 CZ1129
 CZ1129  HISTORY     - Date     Condition        Report By
 CZ1129  HISTORY     - 1935     MONUMENTED       CGS
 CZ1129  HISTORY     - 1951     GOOD             NGS
 CZ1129  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ1129
 CZ1129                          STATION DESCRIPTION
 CZ1129
 CZ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1129'5.2 MI S FROM STANFIELD.
 CZ1129'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1129'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1129'1 MILE EAST ALONG A TRACK ROAD, AT THE JUNCTION OF A TRACK ROAD
 CZ1129'LEADING SOUTH, AT SECTION CORNER S6, S7, S5, S8, 48.6 FEET NORTHWEST
 CZ1129'OF THE SECTION CORNER POST, 46 FEET WEST OF THE CENTER OF THE JUNCTION
 CZ1129'OF THE TRACK ROAD SOUTH, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CZ1129'ROAD, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1129'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROADS.
 CZ1129
 CZ1129                          STATION RECOVERY (1963)
 CZ1129
 CZ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1360 ***********************************************************************
 CZ1360  DESIGNATION -  B 89
 CZ1360  PID         -  CZ1360
 CZ1360  STATE/COUNTY-  AZ/PINAL
 CZ1360  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1360
 CZ1360                         *CURRENT SURVEY CONTROL
 CZ1360  ___________________________________________________________________
 CZ1360* NAD 83(1986)-  32 43 00.     (N)    111 46 51.     (W)     SCALED    
 CZ1360* NAVD 88     -       454.84   (+/-2cm)    1492.3    (feet)  VERTCON   
 CZ1360  ___________________________________________________________________
 CZ1360  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1360
 CZ1360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1360
 CZ1360.The horizontal coordinates were scaled from a topographic map and have
 CZ1360.an estimated accuracy of +/- 6 seconds.
 CZ1360
 CZ1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1360.The vertical order pertains to the NGVD 29 superseded value.
 CZ1360
 CZ1360.The geoid height was determined by GEOID03.
 CZ1360
 CZ1360;                    North         East    Units  Estimated Accuracy
 CZ1360;SPC AZ C     -   190,340.      226,090.      MT  (+/- 180 meters Scaled)
 CZ1360
 CZ1360                          SUPERSEDED SURVEY CONTROL
 CZ1360
 CZ1360  NGVD 29 (??/??/92)  454.250  (m)         1490.32   (f) ADJ UNCH    2 0
 CZ1360
 CZ1360.Superseded values are not recommended for survey control.
 CZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1360.See file dsdata.txt to determine how the superseded data were derived.
 CZ1360
 CZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB268201(NAD 83)
 CZ1360_MARKER: DB = BENCH MARK DISK
 CZ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1360_STAMPING: B 89 1935
 CZ1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1360+STABILITY: SURFACE MOTION
 CZ1360
 CZ1360  HISTORY     - Date     Condition        Report By
 CZ1360  HISTORY     - 1935     MONUMENTED       CGS
 CZ1360  HISTORY     - 1952     GOOD             NGS
 CZ1360  HISTORY     - 1966     GOOD             NGS
 CZ1360
 CZ1360                          STATION DESCRIPTION
 CZ1360
 CZ1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1360'0.3 MI S FROM WHITE HORSE PASS.
 CZ1360'0.3 MILE SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1360'VILLAGE OF WHITE HORSE PASS, 88 1/2 FEET WEST OF AND ACROSS THE ROAD
 CZ1360'FROM A LONE GIANT SAQUARO CACTUS, 17 FEET WEST OF THE CENTER LINE OF
 CZ1360'THE ROAD, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1360'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1360'WITH THE ROAD.
 CZ1360
 CZ1360                          STATION RECOVERY (1966)
 CZ1360
 CZ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1031 ***********************************************************************
 DA1031  DESIGNATION -  B 9
 DA1031  PID         -  DA1031
 DA1031  STATE/COUNTY-  AZ/YUMA
 DA1031  USGS QUAD   -  GROWLER (1982)
 DA1031
 DA1031                         *CURRENT SURVEY CONTROL
 DA1031  ___________________________________________________________________
 DA1031* NAD 83(1986)-  32 48 55.     (N)    113 47 58.     (W)     SCALED    
 DA1031* NAVD 88     -        98.87   (+/-2cm)     324.4    (feet)  VERTCON   
 DA1031  ___________________________________________________________________
 DA1031  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DA1031
 DA1031  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1031
 DA1031.The horizontal coordinates were scaled from a topographic map and have
 DA1031.an estimated accuracy of +/- 6 seconds.
 DA1031
 DA1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1031.The vertical order pertains to the NGVD 29 superseded value.
 DA1031
 DA1031.The geoid height was determined by GEOID03.
 DA1031
 DA1031;                    North         East    Units  Estimated Accuracy
 DA1031;SPC AZ W     -   201,280.      208,730.      MT  (+/- 180 meters Scaled)
 DA1031
 DA1031                          SUPERSEDED SURVEY CONTROL
 DA1031
 DA1031  NGVD 29 (??/??/92)   98.236  (m)          322.30   (f) ADJ UNCH    1 2
 DA1031
 DA1031.Superseded values are not recommended for survey control.
 DA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1031.See file dsdata.txt to determine how the superseded data were derived.
 DA1031
 DA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB379342(NAD 83)
 DA1031_MARKER: DB = BENCH MARK DISK
 DA1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1031_STAMPING: 322.296 B 9 1927
 DA1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1031+STABILITY: SURFACE MOTION
 DA1031
 DA1031  HISTORY     - Date     Condition        Report By
 DA1031  HISTORY     - 1927     MONUMENTED       CGS
 DA1031  HISTORY     - 1935     GOOD             NGS
 DA1031
 DA1031                          STATION DESCRIPTION
 DA1031
 DA1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1031'23.0 MI NE FROM WELLTON.
 DA1031'23.0 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1031'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1031'COUNTY, 57 YARDS SOUTH OF MILEPOST 793, 9 RAILS SOUTHWEST OF THE
 DA1031'STATION SIGN AT GROWLER, 57 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 DA1031'THE BOARD FENCE SURROUNDING THE SECTION FOREMANS HOUSE, 150 FEET
 DA1031'SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT OF WAY
 DA1031'FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DA1031'322.296 B 9 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DA1031'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0278 ***********************************************************************
 DA0278  DESIGNATION -  B 90
 DA0278  PID         -  DA0278
 DA0278  STATE/COUNTY-  AZ/PIMA
 DA0278  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0278
 DA0278                         *CURRENT SURVEY CONTROL
 DA0278  ___________________________________________________________________
 DA0278* NAD 83(1986)-  32 20 58.     (N)    112 07 34.     (W)     SCALED    
 DA0278* NAVD 88     -       597.73   (+/-2cm)    1961.1    (feet)  VERTCON   
 DA0278  ___________________________________________________________________
 DA0278  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0278
 DA0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0278
 DA0278.The horizontal coordinates were scaled from a topographic map and have
 DA0278.an estimated accuracy of +/- 6 seconds.
 DA0278
 DA0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0278.The vertical order pertains to the NGVD 29 superseded value.
 DA0278
 DA0278.The geoid height was determined by GEOID03.
 DA0278
 DA0278;                    North         East    Units  Estimated Accuracy
 DA0278;SPC AZ C     -   149,630.      193,650.      MT  (+/- 180 meters Scaled)
 DA0278
 DA0278                          SUPERSEDED SURVEY CONTROL
 DA0278
 DA0278  NGVD 29 (??/??/92)  597.083  (m)         1958.93   (f) ADJ UNCH    2 0
 DA0278
 DA0278.Superseded values are not recommended for survey control.
 DA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0278.See file dsdata.txt to determine how the superseded data were derived.
 DA0278
 DA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA940797(NAD 83)
 DA0278_MARKER: DB = BENCH MARK DISK
 DA0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0278_STAMPING: B 90 1935
 DA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0278+STABILITY: SURFACE MOTION
 DA0278
 DA0278  HISTORY     - Date     Condition        Report By
 DA0278  HISTORY     - 1935     MONUMENTED       CGS
 DA0278  HISTORY     - 1952     GOOD             NGS
 DA0278
 DA0278                          STATION DESCRIPTION
 DA0278
 DA0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0278'5.5 MI NW FROM SANTA ROSA.
 DA0278'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0278'SANTA ROSA, THENCE 3.9 MILES WEST ALONG A GRADED ROAD, 0.2 MILE WEST
 DA0278'OF A CURVE IN THE ROAD, 39 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 DA0278'LEVEL WITH THE ROAD, 15.5 FEET SOUTH OF A POINT IN LINE WITH A
 DA0278'TELEPHONE LINE, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0278'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0926 ***********************************************************************
 CZ0926  DESIGNATION -  B 91
 CZ0926  PID         -  CZ0926
 CZ0926  STATE/COUNTY-  AZ/PIMA
 CZ0926  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0926
 CZ0926                         *CURRENT SURVEY CONTROL
 CZ0926  ___________________________________________________________________
 CZ0926* NAD 83(1986)-  32 18 55.     (N)    111 47 50.     (W)     SCALED    
 CZ0926* NAVD 88     -       580.58   (+/-2cm)    1904.8    (feet)  VERTCON   
 CZ0926  ___________________________________________________________________
 CZ0926  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ0926
 CZ0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0926
 CZ0926.The horizontal coordinates were scaled from a topographic map and have
 CZ0926.an estimated accuracy of +/- 6 seconds.
 CZ0926
 CZ0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0926.The vertical order pertains to the NGVD 29 superseded value.
 CZ0926
 CZ0926.The geoid height was determined by GEOID03.
 CZ0926
 CZ0926;                    North         East    Units  Estimated Accuracy
 CZ0926;SPC AZ C     -   145,830.      224,610.      MT  (+/- 180 meters Scaled)
 CZ0926
 CZ0926                          SUPERSEDED SURVEY CONTROL
 CZ0926
 CZ0926  NGVD 29 (??/??/92)  579.982  (m)         1902.82   (f) ADJ UNCH    2 0
 CZ0926
 CZ0926.Superseded values are not recommended for survey control.
 CZ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0926.See file dsdata.txt to determine how the superseded data were derived.
 CZ0926
 CZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA249756(NAD 83)
 CZ0926_MARKER: DB = BENCH MARK DISK
 CZ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0926_STAMPING: B 91 1935
 CZ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0926+STABILITY: SURFACE MOTION
 CZ0926
 CZ0926  HISTORY     - Date     Condition        Report By
 CZ0926  HISTORY     - 1935     MONUMENTED       CGS
 CZ0926  HISTORY     - 1952     GOOD             NGS
 CZ0926  HISTORY     - 1962     MARK NOT FOUND   NGS
 CZ0926
 CZ0926                          STATION DESCRIPTION
 CZ0926
 CZ0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0926'14.5 MI E FROM SANTA ROSA.
 CZ0926'14.5 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0926'0.15 MILE WEST-SOUTHWEST OF THE RIGHT ANGLE IN A LEVEE, 0.1 MILE WEST
 CZ0926'OF THE WEST EDGE OF A LARGE CLEARING, AT A WATER SOAKED BOTTOM LAND
 CZ0926'COVERED WITH MESQUITE, 17 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0926'LEVEL WITH THE ROAD, 1.5 FOOT SOUTH OF A WITNESS POST, AND SET IN A
 CZ0926'CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- DESCRIPTION NOT ADEQUATE
 CZ0926'FOR HEAVY BRUSH AND GRASS COVERING THE AREA.
 CZ0926
 CZ0926                          STATION RECOVERY (1962)
 CZ0926
 CZ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1260 ***********************************************************************
 CZ1260  DESIGNATION -  B 93
 CZ1260  PID         -  CZ1260
 CZ1260  STATE/COUNTY-  AZ/PINAL
 CZ1260  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1260
 CZ1260                         *CURRENT SURVEY CONTROL
 CZ1260  ___________________________________________________________________
 CZ1260* NAD 83(1986)-  32 36 29.     (N)    111 52 32.     (W)     SCALED    
 CZ1260* NAVD 88     -       466.44   (+/-2cm)    1530.3    (feet)  VERTCON   
 CZ1260  ___________________________________________________________________
 CZ1260  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1260
 CZ1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1260
 CZ1260.The horizontal coordinates were scaled from a topographic map and have
 CZ1260.an estimated accuracy of +/- 6 seconds.
 CZ1260
 CZ1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1260.The vertical order pertains to the NGVD 29 superseded value.
 CZ1260
 CZ1260.The geoid height was determined by GEOID03.
 CZ1260
 CZ1260;                    North         East    Units  Estimated Accuracy
 CZ1260;SPC AZ C     -   178,290.      217,220.      MT  (+/- 180 meters Scaled)
 CZ1260
 CZ1260                          SUPERSEDED SURVEY CONTROL
 CZ1260
 CZ1260  NGVD 29 (??/??/92)  465.853  (m)         1528.39   (f) ADJ UNCH    2 0
 CZ1260
 CZ1260.Superseded values are not recommended for survey control.
 CZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1260.See file dsdata.txt to determine how the superseded data were derived.
 CZ1260
 CZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB178081(NAD 83)
 CZ1260_MARKER: DB = BENCH MARK DISK
 CZ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1260_STAMPING: B 93 1935
 CZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1260+STABILITY: SURFACE MOTION
 CZ1260
 CZ1260  HISTORY     - Date     Condition        Report By
 CZ1260  HISTORY     - 1935     MONUMENTED       CGS
 CZ1260  HISTORY     - 1952     GOOD             NGS
 CZ1260
 CZ1260                          STATION DESCRIPTION
 CZ1260
 CZ1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1260'1.2 MI E FROM JACKRABBIT.
 CZ1260'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1260'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 0.8 MILE EAST ALONG A
 CZ1260'TRACK ROAD, 0.1 MILE SOUTHWEST OF A WINDMILL AND WATER TANK, AT A WIDE
 CZ1260'CLEARING, 125 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ1260'THE ROAD, 52.8 FEET EAST OF A FENCE CORNER, 33 FEET SOUTH OF THE
 CZ1260'CENTER OF A 1 FOOT HIGH DIRT FOUNDATION OF A HOUSE, 2.0 FEET WEST OF A
 CZ1260'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ1260'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0666 ***********************************************************************
 CZ0666  DESIGNATION -  B 94
 CZ0666  PID         -  CZ0666
 CZ0666  STATE/COUNTY-  AZ/PIMA
 CZ0666  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0666
 CZ0666                         *CURRENT SURVEY CONTROL
 CZ0666  ___________________________________________________________________
 CZ0666* NAD 83(1986)-  32 11 19.     (N)    111 16 08.     (W)     SCALED    
 CZ0666* NAVD 88     -       706.05   (+/-2cm)    2316.4    (feet)  VERTCON   
 CZ0666  ___________________________________________________________________
 CZ0666  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0666
 CZ0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0666
 CZ0666.The horizontal coordinates were scaled from a topographic map and have
 CZ0666.an estimated accuracy of +/- 6 seconds.
 CZ0666
 CZ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0666.The vertical order pertains to the NGVD 29 superseded value.
 CZ0666
 CZ0666.The geoid height was determined by GEOID03.
 CZ0666
 CZ0666;                    North         East    Units  Estimated Accuracy
 CZ0666;SPC AZ C     -   131,960.      274,440.      MT  (+/- 180 meters Scaled)
 CZ0666
 CZ0666                          SUPERSEDED SURVEY CONTROL
 CZ0666
 CZ0666  NGVD 29 (??/??/92)  705.410  (m)         2314.33   (f) ADJ UNCH    2 0
 CZ0666
 CZ0666.Superseded values are not recommended for survey control.
 CZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0666.See file dsdata.txt to determine how the superseded data were derived.
 CZ0666
 CZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA746613(NAD 83)
 CZ0666_MARKER: DB = BENCH MARK DISK
 CZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0666_STAMPING: B 94 1935
 CZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0666+STABILITY: SURFACE MOTION
 CZ0666
 CZ0666  HISTORY     - Date     Condition        Report By
 CZ0666  HISTORY     - 1935     MONUMENTED       CGS
 CZ0666  HISTORY     - 1951     GOOD             NGS
 CZ0666  HISTORY     - 1975     GOOD             USGS
 CZ0666
 CZ0666                          STATION DESCRIPTION
 CZ0666
 CZ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0666'22.5 MI W FROM TUCSON.
 CZ0666'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0666'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0666'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0666'JUNCTION OF A DIM TRACK ROAD GOING NORTH, THENCE 0.5 MILE NORTH TO AN
 CZ0666'EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 0.2 MILE
 CZ0666'SOUTHEAST ALONG A DIM TRACK ROAD, DIRECT TRAVEL FROM BM K 296, TO THIS
 CZ0666'MARK IS INTERUPTED BY A NORTH-SOUTH FENCE, THENCE A NEW ROUTING IS
 CZ0666'GIVEN HERE FROM PHILLIPS RANCH, ABOUT 0.15 MILE SOUTH OF THE INDIAN
 CZ0666'RESERVATION FENCE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK
 CZ0666'ROAD, 5.3 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 CZ0666'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CZ0666'FOOT.
 CZ0666
 CZ0666                          STATION RECOVERY (1975)
 CZ0666
 CZ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0666'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RD. TURN RIGHT (N.)
 CZ0666'ON SANDARIO RD. 4.3 MI TO T-RD. TURN LEFT (W.) 3.6 MI TO RD. FORK
 CZ0666'(0.6 MI E. OF DONALDSON RANCH). TURN RIGHT (N.) 0.5 MI TO EAST-WEST
 CZ0666'FENCE. TURN RIGHT (E.) ALONG SOUTH SIDE OF FENCE 0.25 MI. TURN RIGHT
 CZ0666'(S.) CROSS-COUNTRY ABOUT 0.1 MI. 32 FT NE. OF OLD DIM TRACK RD. SET
 CZ0666'IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK STAMPED B 94
 CZ0666'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0599 ***********************************************************************
 FR0599  DESIGNATION -  B 95
 FR0599  PID         -  FR0599
 FR0599  STATE/COUNTY-  AZ/MOHAVE
 FR0599  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0599
 FR0599                         *CURRENT SURVEY CONTROL
 FR0599  ___________________________________________________________________
 FR0599* NAD 83(1992)-  35 56 19.15635(N)    113 53 47.26814(W)     ADJUSTED  
 FR0599* NAVD 88     -      1538.846  (meters)    5048.70   (feet)  POSTED    
 FR0599  ___________________________________________________________________
 FR0599  X           -  -2,094,785.091 (meters)                     COMP
 FR0599  Y           -  -4,727,939.108 (meters)                     COMP
 FR0599  Z           -   3,723,570.612 (meters)                     COMP
 FR0599  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 FR0599  ELLIP HEIGHT-        1512.80  (meters)          (10/04/01) GPS OBS
 FR0599  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FR0599  DYNAMIC HT  -        1537.010 (meters)    5042.67  (feet)  COMP
 FR0599  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 FR0599
 FR0599  HORZ ORDER  -  A
 FR0599  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0599  ELLP ORDER  -  THIRD     CLASS II
 FR0599
 FR0599.The horizontal coordinates were established by GPS observations
 FR0599.and adjusted by the National Geodetic Survey in October 2001..
 FR0599
 FR0599.The orthometric height was determined by differential leveling
 FR0599.and adjusted by the National Geodetic Survey in 1992..
 FR0599.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0599.rate of 0.0 thru 1.0 mm/km.
 FR0599
 FR0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0599
 FR0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0599
 FR0599.The ellipsoidal height was determined by GPS observations
 FR0599.and is referenced to NAD 83.
 FR0599
 FR0599.The geoid height was determined by GEOID03.
 FR0599
 FR0599.The dynamic height is computed by dividing the NAVD 88
 FR0599.geopotential number by the normal gravity value computed on the
 FR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0599.degrees latitude (g = 980.6199 gals.).
 FR0599
 FR0599.The modeled gravity was interpolated from observed gravity values.
 FR0599
 FR0599;                    North         East     Units Scale Factor Converg.
 FR0599;SPC AZ W     -   547,734.947   200,144.979   MT  0.99993548   -0 05 09.5
 FR0599;SPC AZ W     - 1,797,030.67    656,643.63   iFT  0.99993548   -0 05 09.5
 FR0599;UTM  12      - 3,981,022.570   238,711.705   MT  1.00044133   -1 42 03.4
 FR0599
 FR0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0599!SPC AZ W     -   0.99976262  x   0.99993548  =   0.99969812
 FR0599!UTM  12      -   0.99976262  x   1.00044133  =   1.00020385
 FR0599
 FR0599                          SUPERSEDED SURVEY CONTROL
 FR0599
 FR0599  NAVD 88 (10/04/01) 1538.85   (m)         5048.7    (f) LEVELING    3  
 FR0599  NGVD 29 (??/??/92) 1538.028  (m)         5046.01   (f) ADJ UNCH    2 0
 FR0599
 FR0599.Superseded values are not recommended for survey control.
 FR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0599.See file dsdata.txt to determine how the superseded data were derived.
 FR0599
 FR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3871281023(NAD 83)
 FR0599_MARKER: DB = BENCH MARK DISK
 FR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0599_STAMPING: B 95 1935
 FR0599_MARK LOGO: NONE  
 FR0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0599+STABILITY: SURFACE MOTION
 FR0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0599+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 FR0599
 FR0599  HISTORY     - Date     Condition        Report By
 FR0599  HISTORY     - 1935     MONUMENTED       CGS
 FR0599  HISTORY     - 20001201 GOOD             AZ-015
 FR0599  HISTORY     - 20010321 GOOD             AZ-015
 FR0599
 FR0599                          STATION DESCRIPTION
 FR0599
 FR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0599'59.2 MI NW FROM PEACH SPRINGS.
 FR0599'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0599'COUNTY, ABOUT 7.7 MILES EAST OF DUNCAN RANCH, ABOUT 0.5 MILE EAST OF
 FR0599'THE WEST BOUNDARY FENCE OF HUALPAI INDIAN RESERVATION, ABOUT 150 YARDS
 FR0599'NORTH OF THE TOP OF A SMALL KNOLL, AND 21 FEET SOUTH OF THE CENTER
 FR0599'LINE OF THE ROAD.  A STANDARD DISK, STAMKPED B 95 1935 AND SET IN THE
 FR0599'TOP OF A CONCRETE POST.
 FR0599
 FR0599                          STATION RECOVERY (2000)
 FR0599
 FR0599'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0599'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0599'ROAD.
 FR0599
 FR0599                          STATION RECOVERY (2001)
 FR0599
 FR0599'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (DHM)
 FR0599'TO REACH FROM PIERCE FERRY AND DIAMOND BAR ROAD TRAVEL EAST 14.8
 FR0599'MILES ON DIAMOND BAR ROAD.  DUE TO A NEW ROAD ALIGNEMENT THE
 FR0599'STATION IS NOW 71 FEET NORTH OF THE ROAD.
 FR0599' 
 FR0599'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0647 ***********************************************************************
 FR0647  DESIGNATION -  B 96
 FR0647  PID         -  FR0647
 FR0647  STATE/COUNTY-  AZ/MOHAVE
 FR0647  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0647
 FR0647                         *CURRENT SURVEY CONTROL
 FR0647  ___________________________________________________________________
 FR0647* NAD 83(1986)-  35 36 50.     (N)    113 39 52.     (W)     SCALED    
 FR0647* NAVD 88     -      1546.447  (meters)    5073.63   (feet)  POSTED    
 FR0647  ___________________________________________________________________
 FR0647  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FR0647  DYNAMIC HT  -        1544.520 (meters)    5067.31  (feet)  COMP
 FR0647  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 FR0647
 FR0647  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0647
 FR0647.The horizontal coordinates were scaled from a topographic map and have
 FR0647.an estimated accuracy of +/- 6 seconds.
 FR0647
 FR0647.The orthometric height was determined by differential leveling
 FR0647.and adjusted by the National Geodetic Survey in 1992..
 FR0647.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0647.rate of 0.0 thru 1.0 mm/km.
 FR0647
 FR0647.The geoid height was determined by GEOID03.
 FR0647
 FR0647.The dynamic height is computed by dividing the NAVD 88
 FR0647.geopotential number by the normal gravity value computed on the
 FR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0647.degrees latitude (g = 980.6199 gals.).
 FR0647
 FR0647.The modeled gravity was interpolated from observed gravity values.
 FR0647
 FR0647;                    North         East    Units  Estimated Accuracy
 FR0647;SPC AZ W     -   511,700.      221,110.      MT  (+/- 180 meters Scaled)
 FR0647
 FR0647                          SUPERSEDED SURVEY CONTROL
 FR0647
 FR0647  NGVD 29 (??/??/92) 1545.537  (m)         5070.65   (f) ADJ UNCH    2 0
 FR0647
 FR0647.Superseded values are not recommended for survey control.
 FR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0647.See file dsdata.txt to determine how the superseded data were derived.
 FR0647
 FR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE586443(NAD 83)
 FR0647_MARKER: DB = BENCH MARK DISK
 FR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0647_STAMPING: B 96 1935
 FR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0647+STABILITY: SURFACE MOTION
 FR0647
 FR0647  HISTORY     - Date     Condition        Report By
 FR0647  HISTORY     - 1935     MONUMENTED       CGS
 FR0647
 FR0647                          STATION DESCRIPTION
 FR0647
 FR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0647'16.5 MI NW FROM PEACH SPRINGS.
 FR0647'ABOUT 16.5 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0647'COUNTY, AT THE EDGE OF A SMALL VALLEY, ABOUT 100 YARDS NORTH OF THE
 FR0647'CROSSING OVER A WASH, 68 FEET EAST OF THE CENTER LINE OF THE WASH, AND
 FR0647'38 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FR0647'B 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0103 ***********************************************************************
 ET0103  DESIGNATION -  B 98
 ET0103  PID         -  ET0103
 ET0103  STATE/COUNTY-  AZ/YAVAPAI
 ET0103  USGS QUAD   -  PERKINSVILLE (1973)
 ET0103
 ET0103                         *CURRENT SURVEY CONTROL
 ET0103  ___________________________________________________________________
 ET0103* NAD 83(1986)-  34 56 49.     (N)    112 14 53.     (W)     SCALED    
 ET0103* NAVD 88     -      1343.47   (+/-2cm)    4407.7    (feet)  VERTCON   
 ET0103  ___________________________________________________________________
 ET0103  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 ET0103
 ET0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0103
 ET0103.The horizontal coordinates were scaled from a topographic map and have
 ET0103.an estimated accuracy of +/- 6 seconds.
 ET0103
 ET0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0103.The vertical order pertains to the NGVD 29 superseded value.
 ET0103
 ET0103.The geoid height was determined by GEOID03.
 ET0103
 ET0103;                    North         East    Units  Estimated Accuracy
 ET0103;SPC AZ C     -   437,740.      183,090.      MT  (+/- 180 meters Scaled)
 ET0103
 ET0103                          SUPERSEDED SURVEY CONTROL
 ET0103
 ET0103  NGVD 29 (??/??/92) 1342.692  (m)         4405.15   (f) ADJ UNCH    2 0
 ET0103
 ET0103.Superseded values are not recommended for survey control.
 ET0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0103.See file dsdata.txt to determine how the superseded data were derived.
 ET0103
 ET0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD860678(NAD 83)
 ET0103_MARKER: DB = BENCH MARK DISK
 ET0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0103_SP_SET: ABUTMENT
 ET0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0103
 ET0103  HISTORY     - Date     Condition        Report By
 ET0103  HISTORY     - 1935     MONUMENTED       CGS
 ET0103
 ET0103                          STATION DESCRIPTION
 ET0103
 ET0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0103'6.6 MI NW FROM PERKINSVILLE.
 ET0103'6.6 MI. N.W. ALONG AT AND SF R.R. 0.4 MIL N. OF BEAR, IN THE S.E.
 ET0103'ABUTMENT AND S.W. END OF SAME OF A LARGE STEEL GIRDER BRIDGE NO.B11,
 ET0103'CROSSING A DEEP CANYON, AND 11 FT. S.W. OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0162 ***********************************************************************
 EU0162  DESIGNATION -  B 99
 EU0162  PID         -  EU0162
 EU0162  STATE/COUNTY-  AZ/LA PAZ
 EU0162  USGS QUAD   -  PARKER SE (1970)
 EU0162
 EU0162                         *CURRENT SURVEY CONTROL
 EU0162  ___________________________________________________________________
 EU0162* NAD 83(1986)-  34 05 06.     (N)    114 16 01.     (W)     SCALED    
 EU0162* NAVD 88     -       159.33   (+/-2cm)     522.7    (feet)  VERTCON   
 EU0162  ___________________________________________________________________
 EU0162  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0162
 EU0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0162
 EU0162.The horizontal coordinates were scaled from a topographic map and have
 EU0162.an estimated accuracy of +/- 6 seconds.
 EU0162
 EU0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0162.The vertical order pertains to the NGVD 29 superseded value.
 EU0162
 EU0162.The geoid height was determined by GEOID03.
 EU0162
 EU0162;                    North         East    Units  Estimated Accuracy
 EU0162;SPC AZ W     -   342,210.      165,650.      MT  (+/- 180 meters Scaled)
 EU0162
 EU0162                          SUPERSEDED SURVEY CONTROL
 EU0162
 EU0162  NGVD 29 (??/??/??)  158.730  (m)          520.77   (f) ADJUSTED    2 0
 EU0162
 EU0162.Superseded values are not recommended for survey control.
 EU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0162.See file dsdata.txt to determine how the superseded data were derived.
 EU0162
 EU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT521749(NAD 83)
 EU0162_MARKER: DB = BENCH MARK DISK
 EU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0162_STAMPING: B 99 1935
 EU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0162+STABILITY: SURFACE MOTION
 EU0162
 EU0162  HISTORY     - Date     Condition        Report By
 EU0162  HISTORY     - 1935     MONUMENTED       CGS
 EU0162
 EU0162                          STATION DESCRIPTION
 EU0162
 EU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0162'1.6 MI N FROM PARKER.
 EU0162'ABOUT 1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0162'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 291 YARDS
 EU0162'(26 1/2 RAILS) NORTHWEST OF MILEPOST 101, 38 FEET SOUTHWEST OF THE
 EU0162'CENTER LINE OF THE TRACK, 29 FEET NORTHWEST OF A POLE, AND IN
 EU0162'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 99 1935
 EU0162'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1834 ***********************************************************************
 DU1834  DESIGNATION -  BABICH
 DU1834  PID         -  DU1834
 DU1834  STATE/COUNTY-  AZ/GILA
 DU1834  USGS QUAD   -  INSPIRATION (1982)
 DU1834
 DU1834                         *CURRENT SURVEY CONTROL
 DU1834  ___________________________________________________________________
 DU1834* NAD 83(1992)-  33 29 50.61016(N)    110 53 47.72489(W)     ADJUSTED  
 DU1834* NAVD 88     -      1292.6    (meters)    4241.     (feet)  VERTCON   
 DU1834  ___________________________________________________________________
 DU1834  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DU1834  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DU1834
 DU1834  HORZ ORDER  -  THIRD
 DU1834
 DU1834.The horizontal coordinates were established by classical geodetic methods
 DU1834.and adjusted by the National Geodetic Survey in August 1993..
 DU1834
 DU1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1834
 DU1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1834
 DU1834.The geoid height was determined by GEOID03.
 DU1834
 DU1834;                    North         East     Units Scale Factor Converg.
 DU1834;SPC AZ E     -   277,149.626   145,537.670   MT  0.99995669   -0 24 10.3
 DU1834;SPC AZ E     -   909,283.55    477,485.79   iFT  0.99995669   -0 24 10.3
 DU1834;UTM  12      - 3,706,434.826   509,605.544   MT  0.99960114   +0 03 25.5
 DU1834
 DU1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1834!SPC AZ E     -   0.99980142  x   0.99995669  =   0.99975812
 DU1834!UTM  12      -   0.99980142  x   0.99960114  =   0.99940264
 DU1834
 DU1834|---------------------------------------------------------------------|
 DU1834| PID    Reference Object                     Distance      Geod. Az  |
 DU1834|                                                           dddmmss.s |
 DU1834| DU1853 BABICH RM 1                           7.239 METERS 04657     |
 DU1834| DU1854 BABICH RM 2                          13.533 METERS 15834     |
 DU1834| DU1847 SALT RIVER PK                       APPROX. 5.8 KM 3424718.5 |
 DU1834|---------------------------------------------------------------------|
 DU1834
 DU1834                          SUPERSEDED SURVEY CONTROL
 DU1834
 DU1834  NAD 83(1986)-  33 29 50.60492(N)    110 53 47.72835(W) AD(       ) 3
 DU1834  NGVD 29 (09/20/88) 1292.0    (m)         4239.     (f) VERT ANG       
 DU1834
 DU1834.Superseded values are not recommended for survey control.
 DU1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1834.See file dsdata.txt to determine how the superseded data were derived.
 DU1834
 DU1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0960606435(NAD 83)
 DU1834_MARKER: DS = TRIANGULATION STATION DISK
 DU1834_SETTING: 66 = SET IN ROCK OUTCROP
 DU1834_SP_SET: SET IN ROCK OUTCROP
 DU1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1834+STABILITY: POSITION/ELEVATION WELL
 DU1834
 DU1834  HISTORY     - Date     Condition        Report By
 DU1834  HISTORY     - 1944     MONUMENTED       USGS
 DU1834  HISTORY     - 1947     GOOD             USGS
 DU1834
 DU1834                          STATION DESCRIPTION
 DU1834
 DU1834'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1834'STATION MARK--STANDARD TABLET STAMPED---BABICH 1944---, CEMENTED IN
 DU1834'FLAT ROCK OUTCROP.
 DU1834'
 DU1834'RM 1--DRILL HOLE IN ROCK OUTCROP ON NORTHEAST RIM OF SUMMIT.
 DU1834'
 DU1834'RM 2--DRILL HOLE IN ROCK OUTCROP ON CREST OF RIDGE TO SE.
 DU1834
 DU1834                          STATION RECOVERY (1947)
 DU1834
 DU1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU1834'RECOVERED AS DESCRIBED BY USGS.
 DU1834'
 DU1834'LOCATED ABOUT 7 MI NW. OF GLOBE, 1 MI N. OF JOHN BABICH CAMP.
 DU1834'
 DU1834'TO REACH FROM GLOBE POST OFFICE, TAKE U.S. HWYS. 60 AND 70 W. TO
 DU1834'JCT. HWY. 88.  GO RIGHT 5.3 MI N. TO LAVINE RANCH.  GO LEFT 2.2 MI
 DU1834'W. TO FORK ON RD.  TAKE LEFT FORK 0.5 MI W. TO J. PLEICH RANCH,
 DU1834'CONTINUE 0.3 MI W. TO FORK.  TAKE RIGHT FORK 0.3 MI N. TO JOHN
 DU1834'BABICH CAMP HOUSE AND RD. FORK.  TAKE LEFT FORK 0.1 MI W. TO FORK.
 DU1834'TAKE RIGHT FORK 0.4 MI NW. TO FENCE LINE AND END OF TRUCK TRAVEL.
 DU1834'CONTINUE UP WASH NW. AND CLIMB OUT OF WASH UP NORTHEAST RIDGE
 DU1834'LINE TO SUMMIT AND STATION.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0741 ***********************************************************************
 CG0741  DESIGNATION -  BABO
 CG0741  PID         -  CG0741
 CG0741  STATE/COUNTY-  AZ/PIMA
 CG0741  USGS QUAD   -  TOPAWA (1979)
 CG0741
 CG0741                         *CURRENT SURVEY CONTROL
 CG0741  ___________________________________________________________________
 CG0741* NAD 83(1992)-  31 45 39.54958(N)    111 50 03.67537(W)     ADJUSTED  
 CG0741* NAVD 88     -       736.35   (+/-2cm)    2415.8    (feet)  VERTCON   
 CG0741  ___________________________________________________________________
 CG0741  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CG0741  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0741
 CG0741  HORZ ORDER  -  SECOND
 CG0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0741
 CG0741.The horizontal coordinates were established by classical geodetic methods
 CG0741.and adjusted by the National Geodetic Survey in August 1993..
 CG0741
 CG0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0741.The vertical order pertains to the NGVD 29 superseded value.
 CG0741
 CG0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0741
 CG0741.The geoid height was determined by GEOID03.
 CG0741
 CG0741;                    North         East     Units Scale Factor Converg.
 CG0741;SPC AZ C     -    84,369.620   221,157.288   MT  0.99990075   +0 02 36.0
 CG0741;SPC AZ C     -   276,803.22    725,581.65   iFT  0.99990075   +0 02 36.0
 CG0741;UTM  12      - 3,514,246.137   420,985.771   MT  0.99967700   -0 26 21.1
 CG0741
 CG0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0741!SPC AZ C     -   0.99988923  x   0.99990075  =   0.99978999
 CG0741!UTM  12      -   0.99988923  x   0.99967700  =   0.99956627
 CG0741
 CG0741|---------------------------------------------------------------------|
 CG0741| PID    Reference Object                     Distance      Geod. Az  |
 CG0741|                                                           dddmmss.s |
 CG0741| CG0742 BABO RM 1                            15.785 METERS 06023     |
 CG0741| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.22.6 KM 0870533.6 |
 CG0741| CH4267 BABO AZ MK                                         2370611.9 |
 CG0741| CG0743 BABO RM 2                            19.089 METERS 31340     |
 CG0741| CG0736 TOPAWA                              APPROX. 3.0 KM 3263608.1 |
 CG0741|---------------------------------------------------------------------|
 CG0741
 CG0741                          SUPERSEDED SURVEY CONTROL
 CG0741
 CG0741  NAD 83(1986)-  31 45 39.54164(N)    111 50 03.67461(W) AD(       ) 2
 CG0741  NAD 27      -  31 45 39.24800(N)    111 50 01.24500(W) AD(       ) 2
 CG0741  NGVD 29 (??/??/92)  735.634  (m)         2413.49   (f) ADJ UNCH    2 0
 CG0741
 CG0741.Superseded values are not recommended for survey control.
 CG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0741.See file dsdata.txt to determine how the superseded data were derived.
 CG0741
 CG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2098614246(NAD 83)
 CG0741_MARKER: DS = TRIANGULATION STATION DISK
 CG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0741_STAMPING: BABO 1936
 CG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0741+STABILITY: SURFACE MOTION
 CG0741
 CG0741  HISTORY     - Date     Condition        Report By
 CG0741  HISTORY     - 1936     MONUMENTED       CGS
 CG0741  HISTORY     - 1952     GOOD             CGS
 CG0741  HISTORY     - 1952     GOOD             NGS
 CG0741
 CG0741                          STATION DESCRIPTION
 CG0741
 CG0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0741'IN THE PAPAGO INDIAN RESERVATION, ABOUT 10 MILES, AIR LINE, SOUTH
 CG0741'OF SELLS, ABOUT 3-1/2 MILES, AIR LINE, SOUTH OF TOPAWA INDIAN
 CG0741'VILLAGE, AT A GRADED T-ROAD INTERSECTION.  THE STATION IS IN
 CG0741'THE CENTER OF A TRIANGULAR STRIP OF GROUND, 8.7 METERS SOUTHWEST
 CG0741'OF THE CENTER LINE OF THE THROUGH ROAD WHICH RUNS APPROXIMATELY
 CG0741'NORTHWEST AND SOUTHEAST, 4.3 METERS NORTHWEST OF THE EXTENDED
 CG0741'CENTER LINE OF THE T-ROAD TO THE SOUTHWEST, 10.6 METERS EAST
 CG0741'OF CENTER LINE OF CURVED ROAD, AND 17.0 METERS SOUTHWEST OF
 CG0741'A METAL SIGNPOST-CUSTOMS PENALTY.  MARKED BY STANDARD BRONZE
 CG0741'DISKS. REFERENCE MARK NO. 1, A
 CG0741'STANDARD BRONZE REFERENCE DISK, IS 7.8 METERS
 CG0741'SOUTHEAST OF THE METAL SIGNPOST, 6.4 METERS NORTHEAST OF THE
 CG0741'CENTER LINE OF THE THROUGH ROAD AND IS 15.785 METERS (51.79
 CG0741'FEET) FROM STATION N 60 DEG 23 MIN E. REFERENCE
 CG0741'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG0741'23.1 METERS WEST OF THE METAL SIGN POST, 5.3 METERS WEST OF
 CG0741'CENTER LINE OF CURVED ROAD, 1.8 METERS SOUTHEAST OF TELEPHONE
 CG0741'POLE, AND IS 19.089 METERS (62.63 FEET) FROM STATION
 CG0741'N 40 DEG 20 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CG0741'DISK, IS 585 PACES SOUTHWEST OF THE CENTER LINE
 CG0741'OF THE THROUGH ROAD, 5 PACES SOUTHEAST OF THE CENTER
 CG0741'LINE OF THE ROAD THAT GOES SOUTHWEST TO VAMORI AND ABOUT 575
 CG0741'PACES FROM STATION N 57 DEG 06 MIN W.
 CG0741
 CG0741                          STATION RECOVERY (1952)
 CG0741
 CG0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0741'STATION IS 1.5 MILES W ALONG A GRAVEL ROAD FROM THE POST OFFICE,
 CG0741'AND MISSION AT TOPAWA, THENCE 3.7 MILES S ALONG A DIRT ROAD, AT THE
 CG0741'JUNCTION OF A DIM ROAD LEADING WEST, 51.8 FEET SW OF AND ACROSS
 CG0741'THE MAIN ROAD FROM R.M. 1, 31 FEET SW OF THE CENTER LINE OF THE
 CG0741'MAIN ROAD, 1.8 FEET N OF A WITNESS POST, AND ABOUT 1/2 FOOT
 CG0741'HIGHER THAN THE ROAD.
 CG0741'
 CG0741'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CG0741'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0741'
 CG0741'R.M. 1 IS 21 FEET NE OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 CG0741'FOOT HIGHER THAN THE ROAD, AND 51.8 FEET NE OF AND ACROSS THE
 CG0741'ROAD FROM THE STATION.
 CG0741'
 CG0741'R.M. 2 IS 62.7 FEET NW OF THE STATION, 6.2 FEET SE OF A
 CG0741'TELEPHONE POLE, 37 FEET SE OF THE CENTER LINE OF THE DIM ROAD,
 CG0741'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  IT IS A STANDARD DISK
 CG0741'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0741'GROUND.
 CG0741
 CG0741                          STATION RECOVERY (1952)
 CG0741
 CG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0741'5.2 MI S FROM TOPAWA.
 CG0741'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0741'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CG0741'DIM ROAD LEADING WEST, 51.8 FEET SOUTHWEST OF AND ACROSS THE MAIN ROAD
 CG0741'FROM BABO R.M. NO. 1, 62.7 FEET SOUTHEAST OF BABO R.M. NO. 2, 31 FEET
 CG0741'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 1.8 FEET NORTH OF A
 CG0741'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 CG0741'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0742 ***********************************************************************
 CG0742  DESIGNATION -  BABO RM 1
 CG0742  PID         -  CG0742
 CG0742  STATE/COUNTY-  AZ/PIMA
 CG0742  USGS QUAD   -  TOPAWA (1979)
 CG0742
 CG0742                         *CURRENT SURVEY CONTROL
 CG0742  ___________________________________________________________________
 CG0742* NAD 83(1986)-  31 45 39.     (N)    111 50 03.     (W)     SCALED    
 CG0742* NAVD 88     -       736.56   (+/-2cm)    2416.5    (feet)  VERTCON   
 CG0742  ___________________________________________________________________
 CG0742  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0742
 CG0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0742
 CG0742.The horizontal coordinates were scaled from a topographic map and have
 CG0742.an estimated accuracy of +/- 6 seconds.
 CG0742
 CG0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0742.The vertical order pertains to the NGVD 29 superseded value.
 CG0742
 CG0742.The geoid height was determined by GEOID03.
 CG0742
 CG0742;                    North         East    Units  Estimated Accuracy
 CG0742;SPC AZ C     -    84,350.      221,180.      MT  (+/- 180 meters Scaled)
 CG0742
 CG0742                          SUPERSEDED SURVEY CONTROL
 CG0742
 CG0742  NGVD 29 (??/??/92)  735.844  (m)         2414.18   (f) ADJ UNCH    2 0
 CG0742
 CG0742.Superseded values are not recommended for survey control.
 CG0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0742.See file dsdata.txt to determine how the superseded data were derived.
 CG0742
 CG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA210142(NAD 83)
 CG0742_MARKER: DR = REFERENCE MARK DISK
 CG0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0742_STAMPING: BABO NO. 1 1936
 CG0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0742+STABILITY: SURFACE MOTION
 CG0742
 CG0742  HISTORY     - Date     Condition        Report By
 CG0742  HISTORY     - 1936     MONUMENTED       CGS
 CG0742  HISTORY     - 1952     GOOD             NGS
 CG0742
 CG0742                          STATION DESCRIPTION
 CG0742
 CG0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0742'5.2 MI S FROM TOPAWA.
 CG0742'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0742'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CG0742'DIM ROAD LEADING WEST, 92.1 FEET EAST OF AND ACROSS THE ROAD FROM R.M.
 CG0742'NO. 2, 51.8 FEET NORTHEAST OF AND ACROSS THE ROAD FROM BABO
 CG0742'TRIANGULATION STATION, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 CG0742'ROAD, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0742'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0743 ***********************************************************************
 CG0743  DESIGNATION -  BABO RM 2
 CG0743  PID         -  CG0743
 CG0743  STATE/COUNTY-  AZ/PIMA
 CG0743  USGS QUAD   -  TOPAWA (1979)
 CG0743
 CG0743                         *CURRENT SURVEY CONTROL
 CG0743  ___________________________________________________________________
 CG0743* NAD 83(1986)-  31 45 39.     (N)    111 50 03.     (W)     SCALED    
 CG0743* NAVD 88     -       736.24   (+/-2cm)    2415.5    (feet)  VERTCON   
 CG0743  ___________________________________________________________________
 CG0743  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0743
 CG0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0743
 CG0743.The horizontal coordinates were scaled from a topographic map and have
 CG0743.an estimated accuracy of +/- 6 seconds.
 CG0743
 CG0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0743.The vertical order pertains to the NGVD 29 superseded value.
 CG0743
 CG0743.The geoid height was determined by GEOID03.
 CG0743
 CG0743;                    North         East    Units  Estimated Accuracy
 CG0743;SPC AZ C     -    84,350.      221,180.      MT  (+/- 180 meters Scaled)
 CG0743
 CG0743                          SUPERSEDED SURVEY CONTROL
 CG0743
 CG0743  NGVD 29 (??/??/92)  735.529  (m)         2413.15   (f) ADJ UNCH    2 0
 CG0743
 CG0743.Superseded values are not recommended for survey control.
 CG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0743.See file dsdata.txt to determine how the superseded data were derived.
 CG0743
 CG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA210142(NAD 83)
 CG0743_MARKER: DR = REFERENCE MARK DISK
 CG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0743_STAMPING: BABO NO. 2 1936
 CG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0743+STABILITY: SURFACE MOTION
 CG0743
 CG0743  HISTORY     - Date     Condition        Report By
 CG0743  HISTORY     - 1936     MONUMENTED       CGS
 CG0743  HISTORY     - 1952     GOOD             NGS
 CG0743
 CG0743                          STATION DESCRIPTION
 CG0743
 CG0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0743'5.2 MI S FROM TOPAWA.
 CG0743'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0743'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD AT THE JUNCTION OF A
 CG0743'DIM ROAD LEADING WEST, IN LINE WITH A ROW OF TELEPHONE POLES, 52 FEET
 CG0743'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 62.7 FEET NORTHWEST OF
 CG0743'BABO TRIANGUALTION STATION, 6.2 FEET SOUTHEAST OF A TELEPHONE POLE, 37
 CG0743'FEET SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD ABOUT 1/2 FOOT
 CG0743'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0743'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0965 ***********************************************************************
 CG0965  DESIGNATION -  BABOCOMARI
 CG0965  PID         -  CG0965
 CG0965  STATE/COUNTY-  AZ/COCHISE
 CG0965  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0965
 CG0965                         *CURRENT SURVEY CONTROL
 CG0965  ___________________________________________________________________
 CG0965* NAD 83(1992)-  31 39 23.89233(N)    110 26 27.44564(W)     ADJUSTED  
 CG0965* NAVD 88     -      1550.7    (meters)    5088.     (feet)  VERTCON   
 CG0965  ___________________________________________________________________
 CG0965  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CG0965  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CG0965
 CG0965  HORZ ORDER  -  FIRST
 CG0965
 CG0965.The horizontal coordinates were established by classical geodetic methods
 CG0965.and adjusted by the National Geodetic Survey in August 1993..
 CG0965
 CG0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0965
 CG0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0965
 CG0965.The geoid height was determined by GEOID03.
 CG0965
 CG0965;                    North         East     Units Scale Factor Converg.
 CG0965;SPC AZ E     -    72,830.083   187,347.866   MT  0.99990834   -0 08 38.2
 CG0965;SPC AZ E     -   238,943.84    614,658.35   iFT  0.99990834   -0 08 38.2
 CG0965;SPC AZ C     -    73,743.450   353,314.592   MT  1.00014151   +0 46 28.6
 CG0965;SPC AZ C     -   241,940.45  1,159,168.61   iFT  1.00014151   +0 46 28.6
 CG0965;UTM  12      - 3,502,513.204   553,000.803   MT  0.99963464   +0 17 36.3
 CG0965
 CG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0965!SPC AZ E     -   0.99976096  x   0.99990834  =   0.99966933
 CG0965!SPC AZ C     -   0.99976096  x   1.00014151  =   0.99990244
 CG0965!UTM  12      -   0.99976096  x   0.99963464  =   0.99939569
 CG0965
 CG0965:                Primary Azimuth Mark                     Grid Az
 CG0965:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               066 55 22.4
 CG0965:SPC AZ C     -  PHOENIX EL PASO AWY BCN 16               066 00 15.6
 CG0965:UTM  12      -  PHOENIX EL PASO AWY BCN 16               066 29 07.9
 CG0965
 CG0965|---------------------------------------------------------------------|
 CG0965| PID    Reference Object                     Distance      Geod. Az  |
 CG0965|                                                           dddmmss.s |
 CG0965| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.30.5 KM 0664644.2 |
 CG0965| CC5999 BABOCOMARI RM 1                       6.056 METERS 07611     |
 CG0965| CC5998 BABOCOMARI AZ MK                                   1083332.6 |
 CG0965| CC6000 BABOCOMARI RM 2                       8.304 METERS 16809     |
 CG0965|---------------------------------------------------------------------|
 CG0965
 CG0965                          SUPERSEDED SURVEY CONTROL
 CG0965
 CG0965  NAD 83(1986)-  31 39 23.88178(N)    110 26 27.43831(W) AD(       ) 1
 CG0965  NAD 27      -  31 39 23.56200(N)    110 26 25.13400(W) AD(       ) 1
 CG0965  NGVD 29 (06/28/91) 1549.8    (m)         5085.     (f) VERT ANG       
 CG0965
 CG0965.Superseded values are not recommended for survey control.
 CG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0965.See file dsdata.txt to determine how the superseded data were derived.
 CG0965
 CG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5300102513(NAD 83)
 CG0965_MARKER: DS = TRIANGULATION STATION DISK
 CG0965_SETTING: 66 = SET IN ROCK OUTCROP
 CG0965_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0965+STABILITY: POSITION/ELEVATION WELL
 CG0965
 CG0965  HISTORY     - Date     Condition        Report By
 CG0965  HISTORY     - 1938     MONUMENTED       CGS
 CG0965  HISTORY     - 1947     GOOD             AMS
 CG0965  HISTORY     - 1962     GOOD             AMS
 CG0965  HISTORY     - 1986     GOOD             AZDT
 CG0965
 CG0965                          STATION DESCRIPTION
 CG0965
 CG0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGF)
 CG0965'STATION IS IN SEC. R 19 E, T 20 S, ON A LOW RED HILL ON THE
 CG0965'N BOUNDARY OF THE BABOCOMARI GRANT AND AT THE S END OF MUSTANG
 CG0965'MOUNTAINS.  IT IS ABOUT 5-1/2 MILES E OF ELGIN, ABOUT 15-1/2
 CG0965'MILES WSW OF FAIRBANK, AND ABOUT 2 MILES NE OF THE BABOCOMARI
 CG0965'RANCH BUILDINGS.  THERE IS A ROAD TO THE STATION FROM THE W AND
 CG0965'S BUT IT IS NOT PASSABLE.
 CG0965'
 CG0965'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0965'OUTCROPPING BEDROCK.
 CG0965'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 CG0965'
 CG0965'TO REACH FROM SONOITA, FROM THE JUNCTION WITH STATE ROUTE
 CG0965'NO. 83, GO E ON STATE ROUTE NO. 82 FOR 16.0 MILES TO A GATE
 CG0965'AND A TRACK ROAD ON THE RIGHT.  THIS POINT IS 0.2 MILE E OF A
 CG0965'RANCH HOUSE, 325 FEET E OF A LONG CONCRETE DIP, AND 5.0 MILES
 CG0965'W OF THE JUNCTION OF ROUTE NO. 82 WITH ROUTE NO. 93.  LEAVE
 CG0965'THE HIGHWAY, GO THROUGH THE GATE ON RIGHT AND FOLLOW THE TRACK
 CG0965'ROAD E 0.6 MILE.  TAKE RIGHT FORK, CROSSING THE WASH, AND
 CG0965'FOLLOW THE MAIN-TRAVELLED ROAD SE AND S 2.1 MILES TO A SHACK,
 CG0965'CORRAL AND WINDMILL.  CONTINUE S, PASSING TO THE LEFT OR E OF
 CG0965'THE CORRAL, AND GO 0.1 MILE TO A GATE IN THE FENCE CORNER.  PASS
 CG0965'THROUGH THE GATE AND TURN RIGHT ALONG THE S SIDE OF THE
 CG0965'FENCE.  FOLLOW THE DIM TRACK ROAD SW ALONG THE FENCE 0.25
 CG0965'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE SW 1.3
 CG0965'MILES.  AT THIS POINT THE TRACKS LEAVE THE FENCE.  FOLLOW THE
 CG0965'TRACKS TO THE LEFT ACROSS THE WASH AND THEN RIGHT AGAIN, W, 0.5
 CG0965'MILE TO THE SADDLE AND THE END OF TRUCK TRAVEL.  PACK UP THE
 CG0965'STEEP ROCKY SLOPE TO THE LEFT, N, TO THE FENCE.  THE
 CG0965'STATION IS 78 FEET N OF THIS FENCE, WHICH IS THE N
 CG0965'BOUNDARY OF THE BABOCOMARI GRANT.
 CG0965'
 CG0965'AZIMUTH MARK IS LOCATED ABOUT 1/4 MILE ESE OF THE STATION ON
 CG0965'THE NW END AND SIDE OF THE HILL WHICH IS 0.2 MILE E OF THE
 CG0965'SADDLE AT THE END OF TRUCK TRAVEL.  A 15 MINUTE PACK.
 CG0965
 CG0965                          STATION RECOVERY (1947)
 CG0965
 CG0965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG0965'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT TURN
 CG0965'RIGHT UP A STEEP ROCKY SLOPE TO A FENCE.  ALL MARKS ARE IN
 CG0965'GOOD CONDITION.  STATION MARK IS STAMPED BABOCOMARI 1938.
 CG0965
 CG0965                          STATION RECOVERY (1962)
 CG0965
 CG0965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 CG0965'THE STATION WAS VISITED BY HELICOPTER.  NO ATTEMPT MADE TO CHECK
 CG0965'THE ORIGINAL TO REACH DESCRIPTION.
 CG0965'
 CG0965'REFERENCE MARK NO. 1 WAS MEASURED WITHIN 01 MIN 52 SEC OF THE
 CG0965'LISTED DIRECTION AND THE SAME DISTANCE AS LISTED.
 CG0965'
 CG0965'REFERENCE MARK NO. 2 WAS MEASURED WITH 02 MIN 18 SEC OF THE
 CG0965'LISTED DIRECTION AND WITHIN .012 METER OF THE LISTED DISTANCE.
 CG0965'
 CG0965'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CG0965
 CG0965                          STATION RECOVERY (1986)
 CG0965
 CG0965'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0965'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0965'AS DESCRIBED IN 1938.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0965'
 CG0965'TO REACH THE STATION FROM THE POST OFFICE IN HUHCHUCA CITY TRAVEL
 CG0965'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG0965'ROUTE 82.  TURN LEFT AND TRAVEL WEST ALONG SR 82 FOR 7.9 MILES TO MILE
 CG0965'POST 43.4 AND A GATE ON THE LEFT AT A POWER LINE.  TURN LEFT PASSING
 CG0965'THROUGH 4 GATES DURING THE NEXT 5.6 MILES TO THE END OF TRUCK TRAVEL
 CG0965'AT A LOCKED GATE.  THE AZIMUTH MARK IS ABOUT 1200 FEET SOUTH-SOUTHEAST
 CG0965'OF THIS POINT ON TOP OF A SMALL HILL.  PACK SOUTHWEST ALONG THE NORTH
 CG0965'SIDE OF THE FENCE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0628 ***********************************************************************
 GP0628  DESIGNATION -  BABY ROCK
 GP0628  PID         -  GP0628
 GP0628  STATE/COUNTY-  AZ/NAVAJO
 GP0628  USGS QUAD   -  BABY ROCKS (1988)
 GP0628
 GP0628                         *CURRENT SURVEY CONTROL
 GP0628  ___________________________________________________________________
 GP0628* NAD 83(1992)-  36 46 19.87442(N)    110 00 58.91961(W)     ADJUSTED  
 GP0628* NAVD 88     -      1693.2    (meters)    5555.     (feet)  VERTCON   
 GP0628  ___________________________________________________________________
 GP0628  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GP0628  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0628
 GP0628  HORZ ORDER  -  SECOND
 GP0628
 GP0628.The horizontal coordinates were established by classical geodetic methods
 GP0628.and adjusted by the National Geodetic Survey in August 1993..
 GP0628
 GP0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0628
 GP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0628
 GP0628.The geoid height was determined by GEOID03.
 GP0628
 GP0628;                    North         East     Units Scale Factor Converg.
 GP0628;SPC AZ E     -   640,201.534   226,776.933   MT  0.99990222   +0 05 23.9
 GP0628;SPC AZ E     - 2,100,398.73    744,018.81   iFT  0.99990222   +0 05 23.9
 GP0628;UTM  12      - 4,070,051.954   587,781.478   MT  0.99969493   +0 35 19.9
 GP0628
 GP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0628!SPC AZ E     -   0.99973760  x   0.99990222  =   0.99963985
 GP0628!UTM  12      -   0.99973760  x   0.99969493  =   0.99943261
 GP0628
 GP0628|---------------------------------------------------------------------|
 GP0628| PID    Reference Object                     Distance      Geod. Az  |
 GP0628|                                                           dddmmss.s |
 GP0628| CD3961 BABY ROCK RM 1                        4.553 METERS 10139     |
 GP0628| CD3962 BABY ROCK RM 2                       20.555 METERS 21515     |
 GP0628| CD3960 BABY ROCK AZ MK                                    2535516.6 |
 GP0628| GP0629 AGATHLA PEAK CAIRN                  APPROX.19.6 KM 2875404.4 |
 GP0628| GP0627 BABY ROCK MTN CAIRN                   1.950 METERS 30655     |
 GP0628|---------------------------------------------------------------------|
 GP0628
 GP0628                          SUPERSEDED SURVEY CONTROL
 GP0628
 GP0628  NAD 83(1986)-  36 46 19.87531(N)    110 00 58.91959(W) AD(       ) 2
 GP0628  NAD 27      -  36 46 19.87100(N)    110 00 56.48400(W) AD(       ) 2
 GP0628  NGVD 29 (07/19/86) 1692.3    (m)         5552.     (f) VERT ANG       
 GP0628
 GP0628.Superseded values are not recommended for survey control.
 GP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0628.See file dsdata.txt to determine how the superseded data were derived.
 GP0628
 GP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778170052(NAD 83)
 GP0628_MARKER: DS = TRIANGULATION STATION DISK
 GP0628_SETTING: 66 = SET IN ROCK OUTCROP
 GP0628
 GP0628  HISTORY     - Date     Condition        Report By
 GP0628  HISTORY     - 1951     MONUMENTED       CGS
 GP0628  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GP0628  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GP0628
 GP0628                          STATION DESCRIPTION
 GP0628
 GP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0628'STATION IS LOCATED, AIRLINE, ABOUT 14.5 MILES EAST NORTHEAST
 GP0628'OF KAYENTA, 14 MILES WEST SOUTHWEST OF DINNEHOTSO, 3/4
 GP0628'MILE SOUTH OF LAGUNA CREEK, ON THE NORTH NORTHEAST END OF A
 GP0628'MESA.  IT IS 500 YARDS WEST SOUTHWEST OF THE NORTHEAST END
 GP0628'OF THE MESA WHICH HAS AN ODD FORMATION OF ROCKS ON THE CLIFFS
 GP0628'AND LEDGES KNOWN AS BABY ROCK.  IT IS ON THE SOUTH SIDE OF THE
 GP0628'KAYENTA-DINNEHOTSO HIGHWAY AND ABOUT 300 FEET HIGHER IN
 GP0628'ELEVATION.
 GP0628'
 GP0628'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KAYENTA,
 GP0628'GO EAST FOR 0.25 MILE, PASSING THE KAYENTA CABINS AND CAFE,
 GP0628'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH FOR 0.15 MILE
 GP0628'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR 1.3 MILES
 GP0628'TO A FORK.  TAKE THE LEFT FORK, EAST, AS PER SIGN DINNEHOTSO
 GP0628'27 AND GO 7.5 MILES TO CHURCH ROCK ON THE LEFT.  CONTINUE EAST,
 GP0628'TOWARDS DINNEHOTSO, FOR 6.8 MILES TO THE NORTHEAST END OF THE
 GP0628'MESA AND THE ODD FORMATION OF ROCKS.  TURN RIGHT, OFF THE
 GP0628'ROAD, AND GO EAST SOUTHEAST AROUND THE POINT OF THE MESA
 GP0628'FOR 0.15 MILE TO A STEEP SAND DRIFT THAT REACHES TO THE TOP
 GP0628'OF THE MESA AND THE END OF TRUCK TRAVEL.  PACK WEST UP THE
 GP0628'STEEP SAND DRIFT TO THE RIM, AND THEN WEST OVER THE TOP OF THE
 GP0628'MESA FOR ABOUT 0.5 MILE TO A 4-1/2 FOOT CAIRN AND THE
 GP0628'STATION.  TIME OF PACK IS APPROXIMATELY 25 MINUTES.
 GP0628'
 GP0628'STATION MARK, STAMPED BABY ROCK 1951, IS A STANDARD DISK
 GP0628'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 GP0628'5 INCHES.  IT IS 6 FEET SOUTHEAST OF THE CAIRN.
 GP0628'
 GP0628'REFERENCE MARK NUMBER 1, STAMPED BABY ROCK NO 1 1951, IS A
 GP0628'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0628'THAT IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS
 GP0628'THE STATION.
 GP0628'
 GP0628'REFERENCE MARK NUMBER 2, STAMPED BABY ROCK NO 2 1951, IS A
 GP0628'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0628'THAT PROJECTS 10 INCHES AND IS 4 FEET LOWER IN ELEVATION THAN
 GP0628'THE STATION.
 GP0628'
 GP0628'AZIMUTH MARK, STAMPED BABY ROCK 1951, IS A STANDARD DISK CEMENTED
 GP0628'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  TO REACH
 GP0628'FROM THE STATION, GO WEST SOUTHWEST ON THE ROAD TOWARDS KAYENTA
 GP0628'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH, SIDE
 GP0628'OF THE ROAD.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 GP0628'AND 20 FEET EAST OF A DIM TRACK ROAD.
 GP0628'
 GP0628'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GP0628
 GP0628                          STATION RECOVERY (1965)
 GP0628
 GP0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GP0628'STATION SITE RECOVERED BUT STATION DISK AND REFERENCE MARKS
 GP0628'DISKS 1 AND 2 HAVE ALL BEEN REMOVED.  THE HOLES WERE FOUND
 GP0628'AND MEASUREMENTS WERE MADE TO ESTABLISH THE IDENTITY OF EACH
 GP0628'MARK.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DESCRIPTION
 GP0628'TO REACH THE STATION IS CORRECT AND ADEQUATE, THE STATION
 GP0628'CAN BE DRIVEN TO WITH A FOUR-WHEEL DRIVE VEHICLE FROM THE
 GP0628'WEST END OF THE RIDGE.
 GP0628'
 GP0628'ASTRO PARTY 363 VISITED THIS STATION.
 GP0628
 GP0628                          STATION RECOVERY (1970)
 GP0628
 GP0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GP0628'THE U.S. GEOLOGICAL SURVEY REPORTED IN FEBRUARY THAT THE STATION
 GP0628'IS DESTROYED.
 GP0628'
 GP0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14-1/2
 GP0628'MILES EAST-NORTHEAST OF KAYENTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0627 ***********************************************************************
 GP0627  DESIGNATION -  BABY ROCK MTN CAIRN
 GP0627  PID         -  GP0627
 GP0627  STATE/COUNTY-  AZ/NAVAJO
 GP0627  USGS QUAD   -  BABY ROCKS (1988)
 GP0627
 GP0627                         *CURRENT SURVEY CONTROL
 GP0627  ___________________________________________________________________
 GP0627* NAD 83(1992)-  36 46 19.91242(N)    110 00 58.98248(W)     ADJUSTED  
 GP0627* NAVD 88     -                                                        
 GP0627  ___________________________________________________________________
 GP0627  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GP0627  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0627
 GP0627  HORZ ORDER  -  THIRD
 GP0627
 GP0627.The horizontal coordinates were established by classical geodetic methods
 GP0627.and adjusted by the National Geodetic Survey in August 1993..
 GP0627
 GP0627
 GP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0627
 GP0627.The geoid height was determined by GEOID03.
 GP0627
 GP0627;                    North         East     Units Scale Factor Converg.
 GP0627;SPC AZ E     -   640,202.703   226,775.372   MT  0.99990222   +0 05 23.9
 GP0627;SPC AZ E     - 2,100,402.57    744,013.69   iFT  0.99990222   +0 05 23.9
 GP0627;UTM  12      - 4,070,053.109   587,779.907   MT  0.99969493   +0 35 19.9
 GP0627
 GP0627                          SUPERSEDED SURVEY CONTROL
 GP0627
 GP0627  NAD 83(1986)-  36 46 19.91330(N)    110 00 58.98245(W) AD(       ) 4
 GP0627  NAD 27      -  36 46 19.90900(N)    110 00 56.54700(W) AD(       ) 3
 GP0627
 GP0627.Superseded values are not recommended for survey control.
 GP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0627.See file dsdata.txt to determine how the superseded data were derived.
 GP0627
 GP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778070053(NAD 83)
 GP0627_MARKER: 72 = CAIRN
 GP0627
 GP0627  HISTORY     - Date     Condition        Report By
 GP0627  HISTORY     - 1951     FIRST OBSERVED   CGS
 GP0627
 GP0627                          STATION DESCRIPTION
 GP0627
 GP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0627'THE CAIRN IS ABOUT 500 YARDS WEST SOUTHWEST OF THE NORTHEAST
 GP0627'END OF A MESA KNOWN AS BABY ROCK.  IT IS ON THE SOUTH SIDE OF
 GP0627'THE KAYENTA-DINNEHOTSO ROAD, ABOUT 14.5 MILES AIRLINE EAST
 GP0627'NORTHEAST OF KAYENTA, 14 MILES AIRLINE WEST SOUTHWEST OF
 GP0627'DINNEHOTSO, AND 3/4 MILE SOUTH OF LAGUNA CREEK.
 GP0627'
 GP0627'THE CAIRN IS ABOUT 4 FEET HIGH AND 3 FEET IN DIAMETER AND IS
 GP0627'1.95 METERS, 6.4 FEET NORTHWEST OF STATION BABY ROCK.  THE
 GP0627'CENTER OF THE CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1911 ***********************************************************************
 AI1911  DESIGNATION -  BABY ROCK RESET
 AI1911  PID         -  AI1911
 AI1911  STATE/COUNTY-  AZ/NAVAJO
 AI1911  USGS QUAD   -  BABY ROCKS (1988)
 AI1911
 AI1911                         *CURRENT SURVEY CONTROL
 AI1911  ___________________________________________________________________
 AI1911* NAD 83(1992)-  36 46 19.87151(N)    110 00 58.91991(W)     ADJUSTED  
 AI1911* NAVD 88     -      1690.0    (meters)    5545.     (feet)  GPS OBS   
 AI1911  ___________________________________________________________________
 AI1911  X           -  -1,751,321.063 (meters)                     COMP
 AI1911  Y           -  -4,807,441.823 (meters)                     COMP
 AI1911  Z           -   3,798,171.313 (meters)                     COMP
 AI1911  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AI1911  ELLIP HEIGHT-        1669.17  (meters)          (09/30/99) GPS OBS
 AI1911  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 AI1911
 AI1911  HORZ ORDER  -  A
 AI1911  ELLP ORDER  -  THIRD     CLASS I
 AI1911
 AI1911.The horizontal coordinates were established by GPS observations
 AI1911.and adjusted by the National Geodetic Survey in September 1999..
 AI1911
 AI1911.The orthometric height was determined by GPS observations and a
 AI1911.high-resolution geoid model.
 AI1911
 AI1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1911
 AI1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1911
 AI1911.The ellipsoidal height was determined by GPS observations
 AI1911.and is referenced to NAD 83.
 AI1911
 AI1911.The geoid height was determined by GEOID03.
 AI1911
 AI1911;                    North         East     Units Scale Factor Converg.
 AI1911;SPC AZ E     -   640,201.445   226,776.926   MT  0.99990222   +0 05 23.9
 AI1911;SPC AZ E     - 2,100,398.44    744,018.79   iFT  0.99990222   +0 05 23.9
 AI1911;UTM  12      - 4,070,051.864   587,781.471   MT  0.99969493   +0 35 19.9
 AI1911
 AI1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1911!SPC AZ E     -   0.99973812  x   0.99990222  =   0.99964036
 AI1911!UTM  12      -   0.99973812  x   0.99969493  =   0.99943313
 AI1911
 AI1911                          SUPERSEDED SURVEY CONTROL
 AI1911
 AI1911.No superseded survey control is available for this station.
 AI1911
 AI1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778170052(NAD 83)
 AI1911_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1911_SETTING: 66 = SET IN ROCK OUTCROP
 AI1911_STAMPING: BABY ROCK 1951 1979
 AI1911_MARK LOGO: NGS   
 AI1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1911+STABILITY: POSITION/ELEVATION WELL
 AI1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1911+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1999
 AI1911
 AI1911  HISTORY     - Date     Condition        Report By
 AI1911  HISTORY     - 1979     MONUMENTED       NGS
 AI1911  HISTORY     - 19990127 GOOD             NAVNAT
 AI1911
 AI1911                          STATION DESCRIPTION
 AI1911
 AI1911'DESCRIBED BY NAVAJO NATION 1999 (LLY)
 AI1911'THE 1965 DESCRIPTION FOR STATION BABY ROCK 1951 INDICATED THAT THE
 AI1911'STATION SITE WAS RECOVERED BUT THAT THE DISKS FOR THE STATION,
 AI1911'REFERENCE MARK 1 AND REFERENCE MARK 2 HAD BEEN REMOVED.  NO
 AI1911'INFORMATION REGARDING THE RESET STATION MARK, REFERENCE MARK 3 AND
 AI1911'REFERENCE MARK 4 WERE FOUND IN THE NGS DATA BASE.  A NEW DESCRIPTION
 AI1911'FOR THE RESET STATION FOLLOWS.  THE STATION IS LOCATED ABOUT 14.5 MI
 AI1911'(23.3 KM) EAST-NORTHEAST OF KAYENTA, ON TOP OF A LARGE MESA, ON THE
 AI1911'NORTH EDGE OF THE MESA, ABOUT 1200 FT (365.8 M) SOUTHEAST OF STATE
 AI1911'HIGHWAY 160.  OWNERSHIP--NAVAJO TRIBAL LAND TRUST.  TO REACH THE
 AI1911'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 160 AND 163 IN
 AI1911'KAYENTA, GO EAST FOR 14.3 MI (23.0 KM) ON STATE HIGHWAY 160 (PASSING
 AI1911'INDIAN ROUTE 59 AT 8.9 MI (14.3 KM)) TO A T-INTERSECTION.  TURN RIGHT
 AI1911'AND GO SOUTH FOR 1.0 MI (1.6 KM) ON A TRACK ROAD, PASSING A CLUSTER OF
 AI1911'HOUSES AT 0.3 MI (0.5 KM), TO A FORK (THIS TRACK ROAD RUNS ALONG THE
 AI1911'EAST SIDE OF THE LARGE MESA).  TURN RIGHT AND GO 0.4 MI (0.6 KM) TO A
 AI1911'FORK STAYING ON THE MAIN TRACK ROAD.  TURN LEFT FOR 0.9 MI (1.4 KM) TO
 AI1911'THE BASE OF MESA.  CONTINUE SOUTHWEST UP STEEP MESA FOR 0.25 MI (0.40
 AI1911'KM) TO A FORK AND REACHING TOP OF MESA.  TURN RIGHT FOR 0.05 MI (0.08
 AI1911'KM) TO A LARGE PATCH OF BEDROCK TURNING RIGHT (NORTH) AT THE MIDPOINT
 AI1911'OF BEDROCK PATCH TO A DIM TRACK ROAD. CONTINUE NORTH FOR 1.9 MI (3.1
 AI1911'KM) ON THE TRACK ROAD TO THE STATION. THE STATION DISK IS SET IN A
 AI1911'SANDSTONE OUTCROP RECESSED 1 CM BELOW THE SURFACE.  LOCATED ABOUT 12
 AI1911'FT (3.7 M) NORTH-NORTHWEST FROM BABY ROCK REFERENCE MARK 3
 AI1911'STAMPED--BABY ROCK NO 3 1979--- IN ROCK OUTCROP AND ABOUT 45 FT (13.7
 AI1911'M) SOUTHEAST FROM BABY ROCK REFERENCE MARK 4 STAMPED ---BABY ROCK NO 4
 AI1911'1979--- IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2223 ***********************************************************************
 DV2223  DESIGNATION -  BACK
 DV2223  PID         -  DV2223
 DV2223  STATE/COUNTY-  AZ/MARICOPA
 DV2223  USGS QUAD   -  GLENDALE (1982)
 DV2223
 DV2223                         *CURRENT SURVEY CONTROL
 DV2223  ___________________________________________________________________
 DV2223* NAD 83(1992)-  33 30 34.61411(N)    112 13 14.44705(W)     ADJUSTED  
 DV2223* NAVD 88     -       334.5    (meters)    1097.     (feet)  VERTCON   
 DV2223  ___________________________________________________________________
 DV2223  X           -  -2,013,303.088 (meters)                     COMP
 DV2223  Y           -  -4,928,363.162 (meters)                     COMP
 DV2223  Z           -   3,501,391.676 (meters)                     COMP
 DV2223  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DV2223  ELLIP HEIGHT-         304.58  (meters)          (06/11/02) GPS OBS
 DV2223  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV2223
 DV2223  HORZ ORDER  -  FIRST
 DV2223  ELLP ORDER  -  FOURTH    CLASS II
 DV2223
 DV2223.The horizontal coordinates were established by GPS observations
 DV2223.and adjusted by the National Geodetic Survey in August 1993..
 DV2223
 DV2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2223
 DV2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2223
 DV2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2223
 DV2223.The ellipsoidal height was determined by GPS observations
 DV2223.and is referenced to NAD 83.
 DV2223
 DV2223.The geoid height was determined by GEOID03.
 DV2223
 DV2223;                    North         East     Units Scale Factor Converg.
 DV2223;SPC AZ C     -   278,308.153   185,116.228   MT  0.99990983   -0 10 04.2
 DV2223;SPC AZ C     -   913,084.49    607,336.71   iFT  0.99990983   -0 10 04.2
 DV2223;UTM  12      - 3,708,452.041   386,625.866   MT  0.99975847   -0 40 26.3
 DV2223
 DV2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2223!SPC AZ C     -   0.99995219  x   0.99990983  =   0.99986202
 DV2223!UTM  12      -   0.99995219  x   0.99975847  =   0.99971067
 DV2223
 DV2223                          SUPERSEDED SURVEY CONTROL
 DV2223
 DV2223  ELLIP H (08/23/93)  304.71   (m)                       GP(       ) 4 2
 DV2223  NAD 83(1986)-  33 30 34.60878(N)    112 13 14.45293(W) AD(       ) 1
 DV2223  NGVD 29 (09/11/89)  333.9    (m)         1095.     (f) GPS OBS        
 DV2223
 DV2223.Superseded values are not recommended for survey control.
 DV2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2223.See file dsdata.txt to determine how the superseded data were derived.
 DV2223
 DV2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8662608452(NAD 83)
 DV2223_MARKER: DD = SURVEY DISK
 DV2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2223+STABILITY: SURFACE MOTION
 DV2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2223+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2223
 DV2223  HISTORY     - Date     Condition        Report By
 DV2223  HISTORY     - 1986     MONUMENTED       AZDT
 DV2223  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV2223
 DV2223                          STATION DESCRIPTION
 DV2223
 DV2223'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2223'THE STATION IS LOCATED ABOUT 3.24 KM (2.0 MI)
 DV2223'WEST-SOUTHWEST OF GLENDALE, ARIZONA.
 DV2223'
 DV2223'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK AND 75TH
 DV2223'AVENUE, GO NORTH ON 75TH AVENUE FOR 60.9 METERS (200 FT) TO THE
 DV2223'STATION ON THE LEFT ON THE NORTH SIDE OF THE CANAL BANK.
 DV2223'
 DV2223'THE STATION IS A STANDARD A.G.S. DISK
 DV2223'STAMPED---BACK 1986---,
 DV2223'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2223'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2223'1.22 METERS (4.0 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2223'2.74 METERS (9.0 FT) EAST FROM THE CANAL ROAD SOUTHERN GATE POST,
 DV2223'0.73 METERS (2.4 FT) NORTH FROM THE CANAL BANK,
 DV2223'19.5 METERS (64.0 FT) WEST FROM THE CENTERLINE OF 75TH AVENUE,
 DV2223'60.9 METERS (200 FT) NORTH FROM CAMELBACK ROAD,
 DV2223'3.35 METERS (11.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE CANAL
 DV2223'ROAD.
 DV2223'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2223'STAMPED---BACK 1986---,
 DV2223'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2223
 DV2223                          STATION RECOVERY (2006)
 DV2223
 DV2223'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0885 ***********************************************************************
 ET0885  DESIGNATION -  BADGER
 ET0885  PID         -  ET0885
 ET0885  STATE/COUNTY-  AZ/YAVAPAI
 ET0885  USGS QUAD   -  PRESCOTT (1973)
 ET0885
 ET0885                         *CURRENT SURVEY CONTROL
 ET0885  ___________________________________________________________________
 ET0885* NAD 83(1992)-  34 32 56.67275(N)    112 26 22.45111(W)     ADJUSTED  
 ET0885* NAVD 88     -      1674.40   (+/-2cm)    5493.4    (feet)  VERTCON   
 ET0885  ___________________________________________________________________
 ET0885  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 ET0885  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0885
 ET0885  HORZ ORDER  -  SECOND
 ET0885  VERT ORDER  -  THIRD ? (See Below)
 ET0885
 ET0885.The horizontal coordinates were established by classical geodetic methods
 ET0885.and adjusted by the National Geodetic Survey in August 1993..
 ET0885
 ET0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0885.The vertical order pertains to the NGVD 29 superseded value.
 ET0885
 ET0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0885
 ET0885.The geoid height was determined by GEOID03.
 ET0885
 ET0885;                    North         East     Units Scale Factor Converg.
 ET0885;SPC AZ C     -   393,679.477   165,369.309   MT  0.99992838   -0 17 47.6
 ET0885;SPC AZ C     - 1,291,599.33    542,550.23   iFT  0.99992838   -0 17 47.6
 ET0885;UTM  12      - 3,823,980.281   367,915.317   MT  0.99981504   -0 48 59.5
 ET0885
 ET0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0885!SPC AZ C     -   0.99974137  x   0.99992838  =   0.99966976
 ET0885!UTM  12      -   0.99974137  x   0.99981504  =   0.99955645
 ET0885
 ET0885:                Primary Azimuth Mark                     Grid Az
 ET0885:SPC AZ C     -  GLASSFORD                                050 04 24.0
 ET0885:UTM  12      -  GLASSFORD                                050 35 35.9
 ET0885
 ET0885|---------------------------------------------------------------------|
 ET0885| PID    Reference Object                     Distance      Geod. Az  |
 ET0885|                                                           dddmmss.s |
 ET0885| ET0882 GLASSFORD                           APPROX. 6.9 KM 0494636.4 |
 ET0885| CH2678 BADGER RM 1                          10.449 METERS 07650     |
 ET0885| CH2679 BADGER RM 2                          11.957 METERS 24909     |
 ET0885|---------------------------------------------------------------------|
 ET0885
 ET0885                          SUPERSEDED SURVEY CONTROL
 ET0885
 ET0885  NAD 83(1986)-  34 32 56.67017(N)    112 26 22.44948(W) AD(       ) 2
 ET0885  NAD 27      -  34 32 56.57486(N)    112 26 19.84189(W) AD(       ) 2
 ET0885  NGVD 29 (07/19/86) 1673.48   (m)         5490.4    (f) LEVELING    3  
 ET0885
 ET0885.Superseded values are not recommended for survey control.
 ET0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0885.See file dsdata.txt to determine how the superseded data were derived.
 ET0885
 ET0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6791523980(NAD 83)
 ET0885_MARKER: DD = SURVEY DISK
 ET0885_SETTING: 66 = SET IN ROCK OUTCROP
 ET0885_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0885+STABILITY: POSITION/ELEVATION WELL
 ET0885
 ET0885  HISTORY     - Date     Condition        Report By
 ET0885  HISTORY     - 1980     MONUMENTED       AZDT
 ET0885  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0885  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 ET0885
 ET0885                          STATION DESCRIPTION
 ET0885
 ET0885'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0885'THE STATION IS LOCATED 1.7 MILES EAST NORTHEAST OF PRESCOTT ALONG THE
 ET0885'SOUTH SIDE OF ARIZONA HIGHWAY 69.
 ET0885'
 ET0885'THE STATION IS AN ADOT DISK STAMPED BADGER 1980.  IT IS SET IN A DRILL
 ET0885'HOLE IN BEDROCK.
 ET0885'
 ET0885'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BADGER RM 1 1980.  IT IS SET
 ET0885'IN TOP OF A CONCRETE MONUMENT.
 ET0885'
 ET0885'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BADGER RM 2 1980.  IT IS SET
 ET0885'IN TOP OF A CONCRETE MONUMENT.
 ET0885'
 ET0885'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, TRAVEL NORTH ON
 ET0885'SOUTH CORTEZ STREET FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN RIGHT ON
 ET0885'GURLEY STREET AND TRAVEL EAST FOR 1.25 MILES TO THE JUNCTION OF US 89
 ET0885'AND SR 69.  TURN RIGH 0.6 MILE ALONG SR 69 TO THE STATION ON THE RIGHT
 ET0885'ATOP A 8 FOOT CUT ON NORTH SIDE OF AXCESS ROAD.
 ET0885
 ET0885                          STATION RECOVERY (2001)
 ET0885
 ET0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0885'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0885
 ET0885                          STATION RECOVERY (2005)
 ET0885
 ET0885'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0885'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0605 ***********************************************************************
 GP0605  DESIGNATION -  BADGER
 GP0605  PID         -  GP0605
 GP0605  STATE/COUNTY-  AZ/COCONINO
 GP0605  USGS QUAD   -  LEES FERRY (1985)
 GP0605
 GP0605                         *CURRENT SURVEY CONTROL
 GP0605  ___________________________________________________________________
 GP0605* NAD 83(1992)-  36 50 40.47698(N)    111 32 31.34833(W)     ADJUSTED  
 GP0605* NAVD 88     -      1355.4    (meters)    4447.     (feet)  VERTCON   
 GP0605  ___________________________________________________________________
 GP0605  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GP0605  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 GP0605
 GP0605  HORZ ORDER  -  SECOND
 GP0605
 GP0605.The horizontal coordinates were established by classical geodetic methods
 GP0605.and adjusted by the National Geodetic Survey in August 1993..
 GP0605
 GP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0605
 GP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0605
 GP0605.The geoid height was determined by GEOID03.
 GP0605
 GP0605;                    North         East     Units Scale Factor Converg.
 GP0605;SPC AZ C     -   648,289.062   246,770.514   MT  0.99991375   +0 13 28.7
 GP0605;SPC AZ C     - 2,126,932.62    809,614.55   iFT  0.99991375   +0 13 28.7
 GP0605;UTM  12      - 4,077,768.090   451,673.116   MT  0.99962877   -0 19 30.1
 GP0605
 GP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0605!SPC AZ C     -   0.99979100  x   0.99991375  =   0.99970477
 GP0605!UTM  12      -   0.99979100  x   0.99962877  =   0.99941985
 GP0605
 GP0605:                Primary Azimuth Mark                     Grid Az
 GP0605:SPC AZ C     -  BADGER AZ MK                             071 33 01.1
 GP0605:UTM  12      -  BADGER AZ MK                             072 05 59.9
 GP0605
 GP0605|---------------------------------------------------------------------|
 GP0605| PID    Reference Object                     Distance      Geod. Az  |
 GP0605|                                                           dddmmss.s |
 GP0605| CH2233 BADGER AZ MK                                       0714629.8 |
 GP0605| CH2234 BADGER RM 1                          10.355 METERS 17357     |
 GP0605| CH2235 BADGER RM 2                           7.005 METERS 22730     |
 GP0605|---------------------------------------------------------------------|
 GP0605
 GP0605                          SUPERSEDED SURVEY CONTROL
 GP0605
 GP0605  NAD 83(1986)-  36 50 40.47291(N)    111 32 31.35014(W) AD(       ) 2
 GP0605  NAD 27      -  36 50 40.51400(N)    111 32 28.78300(W) AD(       ) 2
 GP0605  NGVD 29 (07/19/86) 1354.5    (m)         4444.     (f) VERT ANG       
 GP0605
 GP0605.Superseded values are not recommended for survey control.
 GP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0605.See file dsdata.txt to determine how the superseded data were derived.
 GP0605
 GP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5167377768(NAD 83)
 GP0605_MARKER: DS = TRIANGULATION STATION DISK
 GP0605_SETTING: 66 = SET IN ROCK OUTCROP
 GP0605
 GP0605  HISTORY     - Date     Condition        Report By
 GP0605  HISTORY     - 1947     MONUMENTED       CGS
 GP0605
 GP0605                          STATION DESCRIPTION
 GP0605
 GP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0605'THE STATION IS ABOUT 4 MILES UP STREAM FROM LEES FERRY ON THE
 GP0605'EAST RIM OF THE COLORADO RIVER CANYON, ON THE NAVAJO INDIAN
 GP0605'RESERVATION.
 GP0605'
 GP0605'THE MARK IS A STANDARD DISK STAMPED BADGER 1947, SET IN BEDROCK
 GP0605'OF THE EAST WALL OF THE CANYON.  IT IS ABOUT 1/4 MILE SOUTH
 GP0605'OF THE MOUTH OF BADGER CREEK, ON THE MOST WESTERLY PROTRUSION
 GP0605'OF THE RIM OF THIS AREA, 1.5 METERS SOUTH OF THE RIM, AND 1.5
 GP0605'METERS WEST OF THE HIGHEST PART OF THE RIM.
 GP0605'
 GP0605'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BADGER NO
 GP0605'1 1947, SET FLUSH IN BEDROCK.  IT IS 30 FEET EAST OF THE EDGE
 GP0605'OF THE RIM, AND 4 FEET LOWER THAN THE STATION.
 GP0605'
 GP0605'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BADGER NO
 GP0605'2 1947, SET FLUSH IN BEDROCK.  IT IS 8 FEET EAST OF THE EDGE
 GP0605'OF THE RIM, AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 GP0605'
 GP0605'THE AZIMUTH MARK IS ON THE HIGHEST HILL IN THE VICINITY,
 GP0605'0.3 MILE EAST OF THE STATION AND OVERLOOKING BADGER CREEK.
 GP0605'IT IS A STANDARD DISK STAMPED BADGER 1947, SET FLUSH IN BEDROCK.
 GP0605'THE MARK IS 8 FEET WEST OF THE HIGHEST POINT AND ABOUT 2 FEET
 GP0605'LOWER.
 GP0605'
 GP0605'TO REACH THE STATION FROM NAVAJO BRIDGE GO SOUTH ON U.S.
 GP0605'HIGHWAY 89 FOR 41 MILES TO THE GAP.  TURN LEFT AND FOLLOW
 GP0605'DIRT ROAD 1.5 MILES TO THE TOP OF THE RIM.  TAKE THE LEFT FORK
 GP0605'AND GO 4.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO ABOUT
 GP0605'20 MILES TO THE COPPER MINE TRADING POST.  FROM THE POST FOLLOW
 GP0605'A TRACK ROAD OVER THE HILL TO THE NORTH FOR 2 MILES TO A FORK.
 GP0605'TAKE THE RIGHT FORK AND GO 1.6 MILES TO A FORK.  TAKE THE
 GP0605'LEFT FORK FOR 2.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 GP0605'1.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.5 MILES.
 GP0605'THENCE LEAVE THE MAIN TRAVELED ROAD AND GO ACROSS COUNTRY
 GP0605'FOR ABOUT 0.5 MILE TO A POINT WHERE THE CLIFF CAN BE
 GP0605'CLIMBED.  FOLLOW TRACK ROAD FOR 0.4 MILE CROSSING A TRACK
 GP0605'ROAD AND CONTINUE 0.2 MILE TO ANOTHER CROSSROAD.  TURN
 GP0605'LEFT ON TRACK ROAD AND GO 0.5 MILE TO A ROAD ON THE RIGHT.
 GP0605'CONTINUE STRAIGHT AHEAD ON THE LEFT HAND ROAD FOR 2.5 MILES
 GP0605'AND THE ROAD LEADS DOWN OVER A STEEP ROCKY RIM FOR 1.4
 GP0605'MILES.  FROM HERE BEAR NORTHWEST ACROSS COUNTRY FOR ABOUT
 GP0605'4 MILES TO A POINT SOUTH OF BADGER CREEK AND THE MOST
 GP0605'SOUTHEASTERLY POINT OF THE COLORADO RIVER AND TO THE STATION.
 GP0605'TRAVEL WAS MADE IN A 4 WHEEL DRIVE TRUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1228 ***********************************************************************
 CY1228  DESIGNATION -  BADGER
 CY1228  PID         -  CY1228
 CY1228  STATE/COUNTY-  AZ/GRAHAM
 CY1228  USGS QUAD   -  TANQUE (1966)
 CY1228
 CY1228                         *CURRENT SURVEY CONTROL
 CY1228  ___________________________________________________________________
 CY1228* NAD 83(1992)-  32 32 22.65163(N)    109 30 22.00455(W)     ADJUSTED  
 CY1228* NAVD 88     -      1034.3    (meters)    3393.     (feet)  VERTCON   
 CY1228  ___________________________________________________________________
 CY1228  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CY1228  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY1228
 CY1228  HORZ ORDER  -  FIRST
 CY1228
 CY1228.The horizontal coordinates were established by classical geodetic methods
 CY1228.and adjusted by the National Geodetic Survey in August 1993..
 CY1228
 CY1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1228
 CY1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1228
 CY1228.The geoid height was determined by GEOID03.
 CY1228
 CY1228;                    North         East     Units Scale Factor Converg.
 CY1228;SPC AZ E     -   170,893.317   275,403.896   MT  0.99994745   +0 21 19.1
 CY1228;SPC AZ E     -   560,673.61    903,556.09   iFT  0.99994745   +0 21 19.1
 CY1228;UTM  12      - 3,601,235.461   640,279.744   MT  0.99984266   +0 48 13.2
 CY1228
 CY1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1228!SPC AZ E     -   0.99984187  x   0.99994745  =   0.99978933
 CY1228!UTM  12      -   0.99984187  x   0.99984266  =   0.99968455
 CY1228
 CY1228|---------------------------------------------------------------------|
 CY1228| PID    Reference Object                     Distance      Geod. Az  |
 CY1228|                                                           dddmmss.s |
 CY1228| CC6001 BADGER RM 1                          15.422 METERS 02635     |
 CY1228| CY1100 BADGER WM WINDMILL SE               APPROX. 2.8 KM 1151827.9 |
 CY1228| CY0537 J 14                                               2733849.3 |
 CY1228| CC6002 BADGER RM 2                          15.476 METERS 28824     |
 CY1228| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.34.5 KM 2905531.5 |
 CY1228|---------------------------------------------------------------------|
 CY1228
 CY1228                          SUPERSEDED SURVEY CONTROL
 CY1228
 CY1228  NAD 83(1986)-  32 32 22.64674(N)    109 30 22.00115(W) AD(       ) 1
 CY1228  NAD 27      -  32 32 22.39500(N)    109 30 19.75300(W) AD(       ) 1
 CY1228  NGVD 29 (07/19/86) 1033.6    (m)         3391.     (f) VERT ANG       
 CY1228
 CY1228.Superseded values are not recommended for survey control.
 CY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1228.See file dsdata.txt to determine how the superseded data were derived.
 CY1228
 CY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4028001235(NAD 83)
 CY1228_MARKER: DD = SURVEY DISK
 CY1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1228_STAMPING: BADGER 1935
 CY1228_MARK LOGO: USSES 
 CY1228
 CY1228  HISTORY     - Date     Condition        Report By
 CY1228  HISTORY     - 1945     MONUMENTED       USSES
 CY1228
 CY1228                          STATION DESCRIPTION
 CY1228
 CY1228'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1228'STATION IS 23-1/2 MILES (AIR LINE) SSE OF SAFFORD, 14 MILES
 CY1228'(AIR LINE) N OF BOWIE, AND 27 MILES (AIR LINE) NE OF WILLCOX.
 CY1228'IT IS ABOUT 1-1/2 MILES E OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY1228'TRACKS ON A LOW HILL W OF THE SAN SIMON WASH.
 CY1228'
 CY1228'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY1228'AND 666 AND THE TEXACO STATION IN SAFFORD, GO S ON U.S. HIGHWAY
 CY1228'666 FOR 15.6 MILES TO A GRADED ROAD AND SIGN READING TANQUE ON
 CY1228'THE LEFT.  FOLLOWING THE SIGN GO E AND SE FOR 3.7 MILES TO A
 CY1228'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A FORK.
 CY1228'HERE TAKE THE LEFT FORK AND GO 0.5 MILE TO A FORK.  HERE
 CY1228'TAKE THE RIGHT FORK AND GO 2.1 MILES TO A FORK.  HERE TAKE
 CY1228'THE RIGHT FORK AND GO 1.6 MILES TO A FORK.  HERE TAKE THE
 CY1228'RIGHT FORK, A TRACK ROAD, AND GO 0.3 MILE TO A RAILROAD
 CY1228'CROSSING AND A FORK IN THE ROAD JUST BEYOND.  TAKE THE
 CY1228'RIGHT FORK S FOR 1.9 MILES ALONG THE E SIDE OF THE
 CY1228'RAILROAD TO A THREE WAY FORK.  HERE TAKE THE MIDDLE FORK AND
 CY1228'CONTINUE STRAIGHT AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK
 CY1228'WITNESS POST AND SOUTHERN PACIFIC CO. RAILROAD MILEPOST 1113,
 CY1228'BOTH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0
 CY1228'MILES TO SOUTHERN PACIFIC CO. RAILROAD MILEPOST 1112 ON THE
 CY1228'RIGHT.  CONTINUE 0.1 MILE AND THEN TURN LEFT AND GO CROSS
 CY1228'COUNTRY NE FOR 2.1 MILES TO THE WITNESS POST AND STATION.
 CY1228'
 CY1228'STATION MARK IS A U.S. SOIL EROSION SERVICE TRIANGULATION DISK
 CY1228'STAMPED---BADGER 1935---AND
 CY1228'IS SET IN A SQUARE CONCRETE POST PROJECTING
 CY1228'2 INCHES ABOVE THE GROUND.  IT IS 20 FEET E OF THE WITNESS POST.
 CY1228'
 CY1228'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1228'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND IS
 CY1228'STAMPED---BADGER USSES NO 1 1945---.
 CY1228'IT IS NNE OF THE STATION AND ABOUT 8
 CY1228'INCHES LOWER.
 CY1228'
 CY1228'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1228'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS
 CY1228'STAMPED---BADGER USSES NO 2 1945---.  IT IS WNW OF THE STATION
 CY1228'AND ABOUT 16 INCHES LOWER.
 CY1228'
 CY1228'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 CY1228'CONCRETE POST FLUSH WITH THE GROUND AND IS
 CY1228'STAMPED---3436.013 J 14 1932---.
 CY1228'IT IS 3 FEET E OF THE WITNESS POST, 54-1/2 FEET
 CY1228'E OF THE E RAIL OF THE SOUTHERN PACIFIC CO. RAILROAD TRACKS,
 CY1228'AND 17 FEET W OF THE CENTER OF THE TRACK ROAD TO STATION.  THE
 CY1228'MARK IS W OF THE STATION.
 CY1228'
 CY1228'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1100 ***********************************************************************
 CY1100  DESIGNATION -  BADGER WM WINDMILL SE
 CY1100  PID         -  CY1100
 CY1100  STATE/COUNTY-  AZ/GRAHAM
 CY1100  USGS QUAD   -  JAVELINA PEAK (1966)
 CY1100
 CY1100                         *CURRENT SURVEY CONTROL
 CY1100  ___________________________________________________________________
 CY1100* NAD 83(1992)-  32 31 44.11657(N)    109 28 45.83435(W)     ADJUSTED  
 CY1100* NAVD 88     -                                                        
 CY1100  ___________________________________________________________________
 CY1100  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CY1100  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY1100
 CY1100  HORZ ORDER  -  THIRD
 CY1100
 CY1100.The horizontal coordinates were established by classical geodetic methods
 CY1100.and adjusted by the National Geodetic Survey in August 1993..
 CY1100
 CY1100
 CY1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1100
 CY1100.The geoid height was determined by GEOID03.
 CY1100
 CY1100;                    North         East     Units Scale Factor Converg.
 CY1100;SPC AZ E     -   169,722.222   277,920.765   MT  0.99995138   +0 22 10.5
 CY1100;SPC AZ E     -   556,831.44    911,813.53   iFT  0.99995138   +0 22 10.5
 CY1100;UTM  12      - 3,600,084.211   642,805.440   MT  0.99985148   +0 49 04.1
 CY1100
 CY1100                          SUPERSEDED SURVEY CONTROL
 CY1100
 CY1100  NAD 83(1986)-  32 31 44.11162(N)    109 28 45.83158(W) AD(       ) 4
 CY1100  NAD 27      -  32 31 43.85800(N)    109 28 43.58600(W) AD(       ) 3
 CY1100
 CY1100.Superseded values are not recommended for survey control.
 CY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1100.See file dsdata.txt to determine how the superseded data were derived.
 CY1100
 CY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4280500084(NAD 83)
 CY1100_MARKER: 66 = WINDMILL
 CY1100_MARK LOGO: NONE  
 CY1100
 CY1100  HISTORY     - Date     Condition        Report By
 CY1100  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1100
 CY1100                          STATION DESCRIPTION
 CY1100
 CY1100'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1230 ***********************************************************************
 CY1230  DESIGNATION -  BAKER
 CY1230  PID         -  CY1230
 CY1230  STATE/COUNTY-  AZ/GRAHAM
 CY1230  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1230
 CY1230                         *CURRENT SURVEY CONTROL
 CY1230  ___________________________________________________________________
 CY1230* NAD 83(1992)-  32 35 26.34434(N)    109 42 23.49513(W)     ADJUSTED  
 CY1230* NAVD 88     -      1301.7    (meters)    4271.     (feet)  VERTCON   
 CY1230  ___________________________________________________________________
 CY1230  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 CY1230  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CY1230
 CY1230  HORZ ORDER  -  FIRST
 CY1230
 CY1230.The horizontal coordinates were established by classical geodetic methods
 CY1230.and adjusted by the National Geodetic Survey in August 1993..
 CY1230
 CY1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1230
 CY1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1230
 CY1230.The geoid height was determined by GEOID03.
 CY1230
 CY1230;                    North         East     Units Scale Factor Converg.
 CY1230;SPC AZ E     -   176,452.390   256,554.933   MT  0.99992300   +0 14 52.3
 CY1230;SPC AZ E     -   578,912.04    841,715.66   iFT  0.99992300   +0 14 52.3
 CY1230;UTM  12      - 3,606,646.104   621,390.155   MT  0.99978170   +0 41 48.5
 CY1230
 CY1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1230!SPC AZ E     -   0.99979984  x   0.99992300  =   0.99972285
 CY1230!UTM  12      -   0.99979984  x   0.99978170  =   0.99958158
 CY1230
 CY1230:                Primary Azimuth Mark                     Grid Az
 CY1230:SPC AZ E     -  25 RS 3927                               061 16 57.2
 CY1230:UTM  12      -  25 RS 3927                               060 50 01.0
 CY1230
 CY1230|---------------------------------------------------------------------|
 CY1230| PID    Reference Object                     Distance      Geod. Az  |
 CY1230|                                                           dddmmss.s |
 CY1230| CC6009 25 RS 3927                                         0613149.5 |
 CY1230| CC6010 BAKER RM 1                            7.041 METERS 07441     |
 CY1230| CC6011 BAKER RM 2                            8.784 METERS 31539     |
 CY1230| CR7593 BAKER RM 3                            4.735 METERS 34420     |
 CY1230|---------------------------------------------------------------------|
 CY1230
 CY1230                          SUPERSEDED SURVEY CONTROL
 CY1230
 CY1230  NAD 83(1986)-  32 35 26.33972(N)    109 42 23.48977(W) AD(       ) 1
 CY1230  NAD 27      -  32 35 26.10100(N)    109 42 21.21200(W) AD(       ) 1
 CY1230  NGVD 29 (07/19/86) 1301.0    (m)         4268.     (f) VERT ANG       
 CY1230
 CY1230.Superseded values are not recommended for survey control.
 CY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1230.See file dsdata.txt to determine how the superseded data were derived.
 CY1230
 CY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2139006646(NAD 83)
 CY1230_MARKER: DS = TRIANGULATION STATION DISK
 CY1230_SETTING: 66 = SET IN ROCK OUTCROP
 CY1230_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1230+STABILITY: POSITION/ELEVATION WELL
 CY1230
 CY1230  HISTORY     - Date     Condition        Report By
 CY1230  HISTORY     - 1945     MONUMENTED       USSES
 CY1230  HISTORY     - 1983     GOOD             AZDT
 CY1230
 CY1230                          STATION DESCRIPTION
 CY1230
 CY1230'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1230'STATION IS 16-1/2 MILES (AIR LINE) S OF SAFFORD, 24 MILES
 CY1230'(AIR LINE) NNE OF WILLCOX, AND 22-1/2 MILES (AIR LINE) NW OF
 CY1230'BOWIE.  IT IS ON THE FIRST LOW HILL W OF THE HIGHWAY ABOUT
 CY1230'1 MILE.
 CY1230'
 CY1230'TO REACH STATION FROM THE TEXACO STATION AND THE JUNCTION
 CY1230'OF U.S. HIGHWAYS 70 AND 666 IN SAFFORD, GO S ON U.S. HIGHWAY 666
 CY1230'FOR 17.1 MILES TO A GRADED ROAD ON THE RIGHT AND A SIGN READING
 CY1230'FT. GRANT.  TURN RIGHT HERE ACROSS A CATTLE GUARD AND GO 0.5
 CY1230'MILE TO A FORK.  HERE TAKE THE RIGHT FORK, THE MAIN TRAVELED
 CY1230'ROAD, AND GO 1.8 MILES TO A CATTLE GUARD.  HERE TURN RIGHT ABOUT
 CY1230'25 FEET BEFORE REACHING THE CATTLE GUARD ON A DIM TRACK ROAD
 CY1230'AND GO 0.1 MILE TO A DIM CROSSROAD.  HERE TURN RIGHT AND GO
 CY1230'1.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE
 CY1230'TO THE S BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM
 CY1230'HERE PACK N TO THE TOP OF THE HILL AND THE STATION.
 CY1230'
 CY1230'STATION MARK IS A U.S. SOIL EROSION SERVICE TRIANGULATION
 CY1230'DISK STAMPED BAKER 35 AND IS SET IN BEDROCK FLUSH WITH THE
 CY1230'SURROUNDING SURFACE.  IT IS 23 FEET WSW OF THE HIGHEST POINT
 CY1230'ON THE HILL.
 CY1230'
 CY1230'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1230'PROJECTING ABOUT 4 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1230'STAMPED BAKER USSES NO 1 1945.  IT IS ENE OF THE STATION AND
 CY1230'AT ABOUT THE SAME LEVEL.
 CY1230'
 CY1230'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1230'PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1230'STAMPED BAKER USSES NO 2 1945.  IT IS NW OF THE STATION AND
 CY1230'ABOUT 16 INCHES BELOW THE STATION.
 CY1230'
 CY1230'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BRONZE BENCH-MARK
 CY1230'DISK STAMPED 25RS 3927 1941 AND IS SET IN A CIRCULAR CONCRETE
 CY1230'POST.  THE MARK IS 99-1/2 FEET W OF THE CENTER OF U.S. HIGHWAY
 CY1230'666, 13 FEET N OF A WHITE RAIL WITNESS POST, AND 1.5 FEET E
 CY1230'OF THE FENCE LINE.  IT IS ENE OF THE STATION.
 CY1230'
 CY1230'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1230
 CY1230                          STATION RECOVERY (1983)
 CY1230
 CY1230'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1230'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1230'RECOVERED AS DESCRIBED.  A STEEL ROD SET IN A DRILL HOLE WAS OBSERVED
 CY1230'AS RM 3.
 CY1230'
 CY1230'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1230'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1230'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.6 MILES TO MILE POST
 CY1230'104.45 AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.15 MILE
 CY1230'TO THE JUNCTION WITH STATE ROUTE 266.  TURN RIGHT ALONG SR 266 FOR 1.8
 CY1230'MILES TO MILE POST 106.4 AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 CY1230'AND PASS THROUGH A GATE FOR 0.5 MILE TO A TRACK ROAD ON THE RIGHT.
 CY1230'TURN RIGHT FOR 0.1 MILE TO THE BASE OF HILL AND END OF TRUCK TRAVEL.
 CY1230'PACK NORTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0985 ***********************************************************************
 ES0985  DESIGNATION -  BAKER BUTTE
 ES0985  PID         -  ES0985
 ES0985  STATE/COUNTY-  AZ/COCONINO
 ES0985  USGS QUAD   -  PINE (1973)
 ES0985
 ES0985                         *CURRENT SURVEY CONTROL
 ES0985  ___________________________________________________________________
 ES0985* NAD 83(1992)-  34 27 07.16674(N)    111 22 42.89285(W)     ADJUSTED  
 ES0985* NAVD 88     -      2462.9    (meters)    8080.     (feet)  VERTCON   
 ES0985  ___________________________________________________________________
 ES0985  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 ES0985  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0985
 ES0985  HORZ ORDER  -  FIRST
 ES0985
 ES0985.The horizontal coordinates were established by classical geodetic methods
 ES0985.and adjusted by the National Geodetic Survey in August 1993..
 ES0985
 ES0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0985
 ES0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0985
 ES0985.The geoid height was determined by GEOID03.
 ES0985
 ES0985;                    North         East     Units Scale Factor Converg.
 ES0985;SPC AZ C     -   382,917.918   262,801.377   MT  0.99993012   +0 18 15.9
 ES0985;SPC AZ C     - 1,256,292.38    862,209.24   iFT  0.99993012   +0 18 15.9
 ES0985;UTM  12      - 3,812,338.659   465,225.000   MT  0.99961491   -0 12 51.0
 ES0985
 ES0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0985!SPC AZ C     -   0.99961735  x   0.99993012  =   0.99954750
 ES0985!UTM  12      -   0.99961735  x   0.99961491  =   0.99923241
 ES0985
 ES0985|---------------------------------------------------------------------|
 ES0985| PID    Reference Object                     Distance      Geod. Az  |
 ES0985|                                                           dddmmss.s |
 ES0985| CS3959 BAKER LOT                            13.228 METERS 02743     |
 ES0985| ES0969 PROMONTORY                          APPROX.34.9 KM 1053127.4 |
 ES0985| CH2684 BAKER BUTTE RM 2                     24.645 METERS 10915     |
 ES0985| ES0886 WILBANKS RESET                      APPROX.30.0 KM 1693103.9 |
 ES0985| CH2681 BAKER BUTTE AZ MK 2                                2765515.0 |
 ES0985| CH2680 BAKER BUTTE AZ MK                                  2765901.4 |
 ES0985| FR0857 LOS ANGELES ALBUQ AWY BCN 38 B                     3250631.0 |
 ES0985| FQ0673 LOS ANGELES ALBUQ AWY BCN 39 B      APPROX.97.3 KM 3310314.2 |
 ES0985| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.83.8 KM 3360421.6 |
 ES0985| CH2682 BAKER RM                             25.800 METERS 34538     |
 ES0985| CH2683 BAKER BUTTE RM 1                     25.686 METERS 34539     |
 ES0985|---------------------------------------------------------------------|
 ES0985
 ES0985                          SUPERSEDED SURVEY CONTROL
 ES0985
 ES0985  NAD 83(1986)-  34 27 07.15767(N)    111 22 42.89755(W) AD(       ) 1
 ES0985  NAD 27      -  34 27 07.05900(N)    111 22 40.40200(W) AD(       ) 1
 ES0985  NGVD 29 (07/19/86) 2461.9    (m)         8077.     (f) VERT ANG       
 ES0985
 ES0985.Superseded values are not recommended for survey control.
 ES0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0985.See file dsdata.txt to determine how the superseded data were derived.
 ES0985
 ES0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6522512339(NAD 83)
 ES0985_MARKER: DS = TRIANGULATION STATION DISK
 ES0985_SETTING: 80 = SET IN A BOULDER
 ES0985_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0985+STABILITY: SURFACE MOTION
 ES0985
 ES0985  HISTORY     - Date     Condition        Report By
 ES0985  HISTORY     - 1919     MONUMENTED       CGS
 ES0985  HISTORY     - 1932     GOOD             USGS
 ES0985  HISTORY     - 1936     GOOD             CGS
 ES0985  HISTORY     - 1946     GOOD             CGS
 ES0985  HISTORY     - 1968     GOOD             AMS
 ES0985  HISTORY     - 1981     GOOD             AZDT
 ES0985  HISTORY     - 19980821 GOOD             USPSQD
 ES0985
 ES0985                          STATION DESCRIPTION
 ES0985
 ES0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ES0985'STATION IS ABOUT 11 MILES BY ROAD AND TRAIL FROM PINE POST
 ES0985'OFFICE, ON THE HIGHEST PART OF BAKER BUTTE, A PROMINENT
 ES0985'WOODED KNOLL NEAR THE MOGOLLON RIM, 2 MILES EAST OF THE
 ES0985'PINE-LONG VALLEY WAGON ROAD.  STATION MARK, IS IN
 ES0985'THE TOP OF A BIG BOULDER ABOUT TWO FEET HIGH.
 ES0985'
 ES0985'SURFACE MARK, IS ALONGSIDE PATH FROM CABIN TO LOOKOUT
 ES0985'TOWER, 2.35 METERS BELOW STATION MARK.
 ES0985'
 ES0985'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.89 METERS.
 ES0985
 ES0985                          STATION RECOVERY (1932)
 ES0985
 ES0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 ES0985'RECOVERED AS DESCRIBED BY NGS.
 ES0985
 ES0985                          STATION RECOVERY (1936)
 ES0985
 ES0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES0985'RECOVERED AS ESTABLISHED, IN GOOD CONDITION.  ONE ADDITIONAL
 ES0985'REFERENCE MARK AND AN AZIMUTH MARK ESTABLISHED AT THIS
 ES0985'OCCUPATION OF THE STATION.  REVISED DESCRIPTION OF THE STATION
 ES0985'FOLLOWS--15 MILES NORTH BY WEST OF PAYSON, IN THE COCONINO
 ES0985'NATIONAL FOREST, ABOUT 6-1/2 MILES SOUTH OF LONG VALLEY STORE,
 ES0985'ON THE SUMMIT OF BAKER BUTTE, JUST NORTH OF THE MOGOLLON RIM,
 ES0985'DIRECTLY BENEATH THE CENTER OF THE NEW FIRE LOOKOUT TOWER NOW
 ES0985'BEING CONSTRUCTED ON THE SUMMIT, IN TOP OF A LARGE BOULDER
 ES0985'ABOUT 2-1/2 FEET HIGH, A STANDARD STATION DISK STAMPED BAKER
 ES0985'BUTTE 1919.
 ES0985'
 ES0985'REFERENCE MARK NO. 1 IS NORTH BY WEST OF THE STATION, ON LEVEL
 ES0985'SPACE, ABOUT 50 FEET WEST-NORTHWEST OF THE LOOKOUT CABIN.
 ES0985'A STANDARD REFERENCE DISK STAMPED NO. 1 1919, SET IN TOP OF
 ES0985'BOULDER, FLUSH WITH THE GROUND.
 ES0985'
 ES0985'REFERENCE MARK NO. 2 IS EAST BY SOUTH OF THE STATION, IN TOP
 ES0985'OF A LARGE BOULDER AT THE EAST EDGE OF THE ROAD TO THE SUMMIT.
 ES0985'A STANDARD STATION DISK STAMPED NO. 2 1919 1936.
 ES0985'
 ES0985'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE WEST OF THE STATION,
 ES0985'ON THE MOGOLLON RIM ROAD, 1.4 MILES WESTERLY ALONG THE ROAD
 ES0985'FROM THE JUNCTION OF THE BAKER BUTTE ROAD, 8 PACES NORTH OF THE
 ES0985'CENTER OF THE ROAD, OPPOSITE A LARGE TRIANGLE-BLAZED PINE
 ES0985'TREE ON THE SOUTH SIDE OF THE ROAD.  A STANDARD AZIMUTH DISK
 ES0985'STAMPED BAKER BUTTE 1919 1936, SET IN ROCK LEDGE, FLUSH WITH
 ES0985'THE GROUND.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO WEST
 ES0985'ON U.S. HIGHWAY 66 FOR 2.0 MILES AND TURN LEFT (SOUTH) ON THE
 ES0985'PINE AND PAYSON GRADED ROAD JUST AFTER PASSING THE ATCHISON,
 ES0985'TOPEKA AND SANTA FE RAILWAY SHOPS.  THENCE SOUTHERLY ON THE MAIN
 ES0985'GRADED ROAD, PASSING THROUGH COCONINO NATIONAL FOREST, FOR
 ES0985'52.5 MILES AND TAKE LEFT FORK AT LONG VALLEY STORE, THENCE 11.6
 ES0985'MILES ON THE MAIN GRADED ROAD AND TURN LEFT ON THE MOGOLLON
 ES0985'RIM ROAD, THENCE 2.3 MILES AND TURN RIGHT ON ROAD AT SIGN
 ES0985'BAKER BUTTE FIRE LOOKOUT, THENCE 0.35 MILE TO THE LOOKOUT
 ES0985'TOWER ON THE SUMMIT, AND THE STATION.
 ES0985'
 ES0985'A 15-FOOT STAND FOR INSTRUMENT AND LIGHTS.
 ES0985
 ES0985                          STATION RECOVERY (1946)
 ES0985
 ES0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0985'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AND
 ES0985'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK ESTABLISHED DURING 1936
 ES0985'WAS NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 ES0985'TIME AS DESRIBED BELOW.
 ES0985'
 ES0985'THE STATION IS 15 MILES NORTH BY WEST OF PAYSON, IN THE COCONINO
 ES0985'NATIONAL FOREST, ON THE SUMMIT OF BAKER BUTTE, JUST NORTH OF
 ES0985'THE MOGOLLON RIM, DIRECTLY BENEATH THE CENTER OF THE FIRE
 ES0985'LOOKOUT TOWER.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE POST OFFICE IN PINE, ARIZONA,
 ES0985'GO NORTH AND WEST ON THE WINSLOW AND FLAGSTAFF ROAD FOR
 ES0985'3.30 MILES TO A FORK, TAKE RIGHT FORK NORTHERLY AND EASTERLY
 ES0985'ON THE WINSLOW AND FLAGSTAFF ROAD FOR 10.2 MILES TO JUNCTION
 ES0985'WITH MOGOLLON RIM ROAD, TAKE RIGHT FORK AND GO EASTERLY ON
 ES0985'MOGOLLON RIM ROAD FOR 0.9 MILES TO THE AZIMUTH MARK ON THE
 ES0985'LEFT OR NORTH SIDE OF ROAD, CONTINUE ON THE MAIN TRAVELED
 ES0985'ROAD FOR 1.41 MILES TO A SIDE ROAD RIGHT GOING TO BAKER BUTTE
 ES0985'LOOKOUT TOWER, TURN RIGHT AND GO SOUTHERLY UP HILL FOR 0.40
 ES0985'MILE TO LOOKOUT TOWER AND STATION.
 ES0985'
 ES0985'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--BAKER
 ES0985'BUTTE 1919, AND IS CEMENTED INTO A DRILL HOLE IN A LARGE
 ES0985'BOULDER, TOP OF WHICH IS APPROX. 2 FT. ABOVE THE SURROUNDING
 ES0985'SURFACE.
 ES0985'
 ES0985'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--BAKER
 ES0985'BUTTE 1919 NO. 1, AND IS CEMENTED INTO A DRILL HOLE IN A
 ES0985'BOULDER, TOP OF WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 ES0985'THIS MARK IS NORTH BY WEST OF STATION AND APPROX. 8 FT. BELOW
 ES0985'STATION, AND APPROX. 50 FT. WEST NORTHWEST OF THE LOOKOUT CABIN.
 ES0985'
 ES0985'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--BAKER
 ES0985'BUTTE 1919 1936, NO. 2 AND IS CEMENTED INTO A DRILL HOLE IN A LARGE
 ES0985'BOULDER, TOP OF WHICH IS APPROX. 3 FT. ABOVE THE SURROUNDING
 ES0985'SURFACE.  THIS MARK IS EAST BY SOUTH OF STATION AND APPROX. 7 FT.
 ES0985'BELOW STATION.
 ES0985'
 ES0985'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--BAKER BUTTE
 ES0985'1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP
 ES0985'OF WHICH IS 3 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES0985'MARK IS 15 FT. N OF THE CENTER LINE OF MOGOLLON RIM ROAD,
 ES0985'39 FT. NNE OF TRIANGULATION BLAZE ON LARGE PINE TREE ON
 ES0985'S SIDE OF ROAD, AND 6 FT. SE OF THE WITNESS POST AND ON SAME
 ES0985'LEVEL WITH ROAD.
 ES0985
 ES0985                          STATION RECOVERY (1968)
 ES0985
 ES0985'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ES0985'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH
 ES0985'MARK WERE ALL RECOVERED IN GOOD CONDITION DESCRIPTION IS
 ES0985'ADEQUATE.  AN ANGLE CHECK BETWEEN DIAMOND POINT USC AND GS
 ES0985'1946 AND BAKER AZIMUTH MARK FAILED TO CHECK BY 3 MINUTES
 ES0985'45.9 SECONDS AND ALSO WAS REFLECTED IN OBSERVATIONS TO R.M.S.
 ES0985
 ES0985                          STATION RECOVERY (1981)
 ES0985
 ES0985'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0985'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ES0985'1946.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW
 ES0985'ROUTE TO THE STATION FOLLOWS.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0985'STATE ROUTE 87 FOR 13.3 MILES TO FOREST TRAIL 300 ON THE RIGHT.  TURN
 ES0985'RIGHT FOR 0.1 MILE TO A FORK, TAKE LEFT FORK 1.25 MILE TO A SIDE ROAD
 ES0985'ON THE RIGHT AND A GATE.  TURN RIGHT ON FOREST TRAIL 300B FOR 0.4 MILE
 ES0985'TO THE TOP OF BUTTE AND STATION UNDER THE FOREST SERVICE LOOKOUT
 ES0985'TOWER.  A KEY TO THE GATE CAN BE OBTAINED FROM THE LONG VALLEY RANGER
 ES0985'STATION WHICH IS LOCATED IN HAPPY JACK.
 ES0985
 ES0985                          STATION RECOVERY (1998)
 ES0985
 ES0985'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1778 ***********************************************************************
 CZ1778  DESIGNATION -  BAKER HILL
 CZ1778  PID         -  CZ1778
 CZ1778  STATE/COUNTY-  AZ/GRAHAM
 CZ1778  USGS QUAD   -  THE MESAS (1985)
 CZ1778
 CZ1778                         *CURRENT SURVEY CONTROL
 CZ1778  ___________________________________________________________________
 CZ1778* NAD 83(1992)-  32 29 58.57850(N)    110 09 41.65084(W)     ADJUSTED  
 CZ1778* NAVD 88     -      1722.3    (meters)    5651.     (feet)  VERTCON   
 CZ1778  ___________________________________________________________________
 CZ1778  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ1778  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ1778
 CZ1778  HORZ ORDER  -  FIRST
 CZ1778
 CZ1778.The horizontal coordinates were established by classical geodetic methods
 CZ1778.and adjusted by the National Geodetic Survey in August 1993..
 CZ1778
 CZ1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1778
 CZ1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1778
 CZ1778.The geoid height was determined by GEOID03.
 CZ1778
 CZ1778;                    North         East     Units Scale Factor Converg.
 CZ1778;SPC AZ E     -   166,263.304   213,838.953   MT  0.99990000   +0 00 09.9
 CZ1778;SPC AZ E     -   545,483.28    701,571.37   iFT  0.99990000   +0 00 09.9
 CZ1778;UTM  12      - 3,596,124.990   578,762.990   MT  0.99967650   +0 27 01.8
 CZ1778
 CZ1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1778!SPC AZ E     -   0.99973390  x   0.99990000  =   0.99963392
 CZ1778!UTM  12      -   0.99973390  x   0.99967650  =   0.99941048
 CZ1778
 CZ1778:                Primary Azimuth Mark                     Grid Az
 CZ1778:SPC AZ E     -  T10S R22E SECS 33 34 SC                  075 40 51.6
 CZ1778:UTM  12      -  T10S R22E SECS 33 34 SC                  075 13 59.7
 CZ1778
 CZ1778|---------------------------------------------------------------------|
 CZ1778| PID    Reference Object                     Distance      Geod. Az  |
 CZ1778|                                                           dddmmss.s |
 CZ1778| CC6006 T10S R22E SECS 33 34 SC                            0754101.5 |
 CZ1778| CC6007 BAKER HILL RM 1                       8.073 METERS 08104     |
 CZ1778| CC6008 BAKER HILL RM 2                      13.428 METERS 29152     |
 CZ1778|---------------------------------------------------------------------|
 CZ1778
 CZ1778                          SUPERSEDED SURVEY CONTROL
 CZ1778
 CZ1778  NAD 83(1986)-  32 29 58.57525(N)    110 09 41.64994(W) AD(       ) 1
 CZ1778  NAD 27      -  32 29 58.31700(N)    110 09 39.35400(W) AD(       ) 1
 CZ1778  NGVD 29 (07/19/86) 1721.5    (m)         5648.     (f) VERT ANG       
 CZ1778
 CZ1778.Superseded values are not recommended for survey control.
 CZ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1778.See file dsdata.txt to determine how the superseded data were derived.
 CZ1778
 CZ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7876396125(NAD 83)
 CZ1778_MARKER: DS = TRIANGULATION STATION DISK
 CZ1778_SETTING: 80 = SET IN A BOULDER
 CZ1778_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1778
 CZ1778  HISTORY     - Date     Condition        Report By
 CZ1778  HISTORY     - 1946     MONUMENTED       CGS
 CZ1778
 CZ1778                          STATION DESCRIPTION
 CZ1778
 CZ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1778'THE STATION IS 12-1/2 MILES SW OF BONITA AND 25 MILES NW OF
 CZ1778'WILLCOX.  THE STATION IS ON A ROUNDED, ROCKY HILL THAT IS
 CZ1778'SPARSELY COVERED WITH COARSE GRASS.  THERE IS A HILL ABOUT
 CZ1778'1-1/2 MILES S OF THE STATION OF ABOUT EQUAL HEIGHT.  THIS
 CZ1778'LATTER IS POINTED AND PARTLY COVERED WITH EVERGREEN TREES.
 CZ1778'THE STATION IS ON A HILL LOCALLY KNOWN AS BAKER MOUNTAIN.
 CZ1778'
 CZ1778'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND MAIN STREET
 CZ1778'IN WILLCOX, GO SW ON HIGHWAY 86 FOR 0.1 MILE TO A TEXACO
 CZ1778'STATION ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE.  HERE
 CZ1778'JOG LEFT 50 YARDS AND THEN TURN RIGHT AGAIN AND GO 0.2 MILE
 CZ1778'TO A CROSS ROAD.  HERE TURN RIGHT AND FOLLOW THE MAIN ROAD FOR
 CZ1778'23 MILES TO A SIGN READING SIERRA BONITA RANCH 5 MILES ON
 CZ1778'THE LEFT AND A WIRE GATE ON THE RIGHT JUST BEYOND A ROAD
 CZ1778'TO THE LEFT.  HERE TURN LEFT AND GO 4.2 MILES TO A FORK AND
 CZ1778'SIGN READING SIERRA BONITA RANCH.  HERE TAKE THE LEFT FORK
 CZ1778'STRAIGHT AHEAD FOR 3.5 MILES TO A JOGGED CROSS ROAD AND THE
 CZ1778'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 3.7
 CZ1778'MILES TO A WINDMILL AND TANK ON THE LEFT.  CONTINUE FOR 0.5 MILE
 CZ1778'TO A FORK JUST AFTER A CATTLE GUARD.  HERE TAKE THE LEFT
 CZ1778'FORK AND GO 0.7 MILE TO A FORK AND A LONE MAIL BOX ON THE LEFT.
 CZ1778'HERE TURN LEFT OR SE UP THE WASH FOR 0.3 MILE TO THE END OF
 CZ1778'TRUCK TRAVEL.  FROM HERE PACK LEFT UP THE RIDGE TO THE
 CZ1778'HIGHEST POINT AND THE STATION.
 CZ1778'
 CZ1778'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BAKER
 CZ1778'HILL 1946, AND SET IN A BOULDER PROJECTING 6 INCHES.  IT IS
 CZ1778'ABOUT 10 FEET NW OF A LARGE PILE OF ROCKS NEAR THE E END
 CZ1778'OF THE FLAT TOP OF THE HILL.
 CZ1778'
 CZ1778'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BAKER HILL
 CZ1778'NO 1 1946, AND SET IN A BOULDER PROJECTING 8 INCHES.  IT IS
 CZ1778'ABOUT 6 INCHES LOWER THAN THE STATION.  THE MARK IS ENE OF THE
 CZ1778'STATION.
 CZ1778'
 CZ1778'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BAKER
 CZ1778'HILL NO 2 1946, AND SET IN A BOULDER PROJECTING 12 INCHES.  IT
 CZ1778'IS 14 INCHES LOWER THAN THE STATION.  THE MARK IS WNW OF
 CZ1778'THE STATION.
 CZ1778'
 CZ1778'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE 3-INCH
 CZ1778'IRON PIPE, STAMPED SC T10S S33 S34, AND PROJECTING 12 INCHES.
 CZ1778'IT IS 3 FEET NW OF THE WITNESS POST, 37-1/2 FEET N OF AN
 CZ1778'E-W ROAD, 33 FEET E OF A N-S ROAD, AND 1 FOOT SSW OF A FENCE
 CZ1778'CORNER.  THE MARK IS ENE OF THE STATION.
 CZ1778'
 CZ1778'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0616 ***********************************************************************
 FP0616  DESIGNATION -  BALAKAI
 FP0616  PID         -  FP0616
 FP0616  STATE/COUNTY-  AZ/APACHE
 FP0616  USGS QUAD   -  STEAMBOAT ROCK NE (1972)
 FP0616
 FP0616                         *CURRENT SURVEY CONTROL
 FP0616  ___________________________________________________________________
 FP0616* NAD 83(1992)-  35 53 27.16963(N)    109 50 49.75484(W)     ADJUSTED  
 FP0616* NAVD 88     -      2247.8    (meters)    7375.     (feet)  VERTCON   
 FP0616  ___________________________________________________________________
 FP0616  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FP0616  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FP0616
 FP0616  HORZ ORDER  -  FIRST
 FP0616
 FP0616.The horizontal coordinates were established by classical geodetic methods
 FP0616.and adjusted by the National Geodetic Survey in August 1993..
 FP0616
 FP0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0616
 FP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0616
 FP0616.The geoid height was determined by GEOID03.
 FP0616
 FP0616;                    North         East     Units Scale Factor Converg.
 FP0616;SPC AZ E     -   542,453.566   242,205.226   MT  0.99991025   +0 11 14.3
 FP0616;SPC AZ E     - 1,779,703.30    794,636.57   iFT  0.99991025   +0 11 14.3
 FP0616;UTM  12      - 3,972,459.325   604,048.423   MT  0.99973340   +0 40 33.3
 FP0616
 FP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0616!SPC AZ E     -   0.99965057  x   0.99991025  =   0.99956085
 FP0616!UTM  12      -   0.99965057  x   0.99973340  =   0.99938407
 FP0616
 FP0616|---------------------------------------------------------------------|
 FP0616| PID    Reference Object                     Distance      Geod. Az  |
 FP0616|                                                           dddmmss.s |
 FP0616| CD3964 BALAKAI RM 1                          5.379 METERS 12720     |
 FP0616| CD3965 BALAKAI RM 2                          9.235 METERS 23705     |
 FP0616| CD3963 BALAKAI AZ MK                                      3085024.5 |
 FP0616|---------------------------------------------------------------------|
 FP0616
 FP0616                          SUPERSEDED SURVEY CONTROL
 FP0616
 FP0616  NAD 83(1986)-  35 53 27.17206(N)    109 50 49.75545(W) AD(       ) 1
 FP0616  NAD 27      -  35 53 27.14600(N)    109 50 47.34900(W) AD(       ) 1
 FP0616  NGVD 29 (07/19/86) 2246.8    (m)         7371.     (f) VERT ANG       
 FP0616
 FP0616.Superseded values are not recommended for survey control.
 FP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0616.See file dsdata.txt to determine how the superseded data were derived.
 FP0616
 FP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0404872459(NAD 83)
 FP0616_MARKER: DS = TRIANGULATION STATION DISK
 FP0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0616
 FP0616  HISTORY     - Date     Condition        Report By
 FP0616  HISTORY     - 1951     MONUMENTED       CGS
 FP0616  HISTORY     - 1955     GOOD             CGS
 FP0616  HISTORY     - 1972     GOOD             USGS
 FP0616
 FP0616                          STATION DESCRIPTION
 FP0616
 FP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0616'THE STATION IS LOCATED ON THE NORTHEAST RIM OF BALAKI MESA.
 FP0616'IT IS ABOUT 10 MILES AIRLINE, NORTH OF STEAMBOAT CANYON
 FP0616'TRADING POST, ABOUT 21 MILES AIRLINE, EAST OF KEAMS CANYON
 FP0616'AND ABOUT 20 MILES AIRLINE, NORTHWEST OF GANADO.
 FP0616'
 FP0616'THE STATION IS A STANDARD DISK STAMPED BALAKAI 1951 SET IN
 FP0616'A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 FP0616'GROUND.  IT IS 10 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FP0616'
 FP0616'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALAKAI
 FP0616'NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FP0616'WHICH IS FLUSH WITH THE GROUND AND THE SAME ELEVATION AS THE
 FP0616'STATION.
 FP0616'
 FP0616'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALAKAI
 FP0616'NO 2 1951 SET IN AN OUTCROPPING OF BEDROCK WHICH IS FLUSH
 FP0616'WITH THE GROUND AND THE SAME ELEVATION AS THE STATION.
 FP0616'
 FP0616'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALAKAI 1951
 FP0616'SET IN A DRILL HOLE IN A 12 BY 16 INCH BOULDER WHICH PROJECTS
 FP0616'ABOUT 4 INCHES.  IT IS 15 FEET EAST OF THE CENTER LINE OF A TRACK
 FP0616'ROAD AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 FP0616'
 FP0616'TO REACH THE STATION FROM STEAMBOAT CANYON TRADING POST,
 FP0616'GO WEST ON THE MAIN ROAD FOR 8.3 MILES TO A SIDE ON THE RIGHT.
 FP0616'TAKE THE SIDE ROAD AND GO NORTH FOR 0.4 MILE.  TAKE THE
 FP0616'RIGHT FORK AND GO 0.9 MILE.  TAKE THE RIGHT FORK AND GO 2.5
 FP0616'MILES TO A DAM ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 FP0616'EASTERLY FOR 1.4 MILES.  TAKE THE RIGHT FORK, PASSING TO THE
 FP0616'RIGHT OF THREE HOGANS AND GO 1.0 MILE TO THREE LOGANS
 FP0616'ON THE RIGHT, NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTH ON
 FP0616'THE MAIN TRACK FOR 1.3 MILES TO A CROSS ROAD.  CONTINUE
 FP0616'STRAIGHT AHEAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO
 FP0616'0.3 MILE.  TAKE THE LEFT FORK AND GO 1.9 MILES TO A CROSS
 FP0616'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A CROSS
 FP0616'ROAD.  TURN RIGHT ONTO THE CROSS ROAD AND GO EAST FOR 0.1
 FP0616'MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 FP0616'ROAD.  CONTINUE EAST FOR 0.05 MILE TO A CROSS ROAD.  TURN
 FP0616'RIGHT ONTO THE CROSS ROAD AND GO SOUTH ON THE TRACK ROAD FOR
 FP0616'2.6 MILES.  TAKE THE LEFT FORK AND GO EAST ON THE TRACK
 FP0616'ROAD FOR 0.2 MILE.  TAKE THE DIM LEFT FORK AND GO 0.4
 FP0616'MILE.  TURN LEFT ONTO A CLEARED STOCK TRAIL AND GO NORTH
 FP0616'FOR 0.4 MILE TO THE RIM OF THE MESA AND THE END OF TRUCK
 FP0616'TRAVEL.  PACK WEST ALONG THE MESA RIM FOR ABOUT 100 YARDS
 FP0616'TO THE STATION.  ABOUT A 5 MINUTE PACK.
 FP0616'
 FP0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 FP0616
 FP0616                          STATION RECOVERY (1955)
 FP0616
 FP0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FP0616'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FP0616'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 FP0616'W.R.H. IN 1951 IS ADEQUATE EXCEPT THAT MILEAGE 2.6 IN THE
 FP0616'THIRD FROM LAST SENTENCE SHOULD BE CHANGED TO 3.6.
 FP0616
 FP0616                          STATION RECOVERY (1972)
 FP0616
 FP0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0616'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FP0616'35 109 4 STATION 1001.  NEW TO REACH FOLLOWS--
 FP0616'
 FP0616'TO REACH FROM THE TRADING POST AT STEAMBOAT, PROCEED W. ON
 FP0616'HIGHWAY 264 FOR 7.90 MI.  TURN RIGHT AND GO 0.20 MI. TO A RD.
 FP0616'FK.  TAKE RIGHT FORK FOR 0.60 MI. TO A RD. FK.  TURN RIGHT FOR
 FP0616'0.40 MI TO ANOTHER FORK.  TAKE RIGHT FORK FOR 1.60 MI TO RD.
 FP0616'FK.  TURN LEFT AND TRAVEL 0.60 MI TO RD. FK.  TAKE RIGHT FORK
 FP0616'FOR 1.60 MI TO A RD.  CROSSING.  GO STRAIGHT AHEAD FOR 0.20
 FP0616'MI TO A FORK.  TAKE LEFT FORK FOR 4.0 MI ON MAIN-TRAVELED
 FP0616'RD. TO RD. FK.  TAKE RIGHT FORK FOR 0.90 MI TO A RD. FK.
 FP0616'TAKE LEFT FORK FOR 0.40 MI TO RD. INTERSECTION.  TURN LEFT AT
 FP0616'INTERSECTION FOR 0.20 MI TO A RD. FK.  TURN LEFT FOR 1.0 MI
 FP0616'TO A RD. FK.  TAKE RIGHT FORK 1.15 MI TO A X-RD.  TURN
 FP0616'RIGHT FOR 0.25 MI TO A X-RD.  PROCEED STRAIGHT AHEAD FOR
 FP0616'1.30 MI TO A X-RD.  CROSSING.  TURN RIGHT FOR 1.30 MI TO
 FP0616'A RD. FK.  TURN LEFT AT FORK FOR 2.85 MI TO A TRACK RD.
 FP0616'LEFT.  FOLLOW TRACK RD. FOR 0.4 MI TO END OF TRUCK
 FP0616'TRAVEL.  PACK N. AND W.  ALONG MESA RIM FOR ABOUT 500 FT TO
 FP0616'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1006 ***********************************************************************
 ES1006  DESIGNATION -  BALD MOUNTAIN
 ES1006  PID         -  ES1006
 ES1006  STATE/COUNTY-  AZ/YAVAPAI
 ES1006  USGS QUAD   -  ARNOLD MESA (1967)
 ES1006
 ES1006                         *CURRENT SURVEY CONTROL
 ES1006  ___________________________________________________________________
 ES1006* NAD 83(1992)-  34 27 17.49897(N)    111 56 34.93113(W)     ADJUSTED  
 ES1006* NAVD 88     -      1857.2    (meters)    6093.     (feet)  VERTCON   
 ES1006  ___________________________________________________________________
 ES1006  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 ES1006  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 ES1006
 ES1006  HORZ ORDER  -  FIRST
 ES1006
 ES1006.The horizontal coordinates were established by classical geodetic methods
 ES1006.and adjusted by the National Geodetic Survey in August 1993..
 ES1006
 ES1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1006
 ES1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1006
 ES1006.The geoid height was determined by GEOID03.
 ES1006
 ES1006;                    North         East     Units Scale Factor Converg.
 ES1006;SPC AZ C     -   383,105.240   210,937.140   MT  0.99990007   -0 00 53.7
 ES1006;SPC AZ C     - 1,256,906.96    692,050.98   iFT  0.99990007   -0 00 53.7
 ES1006;UTM  12      - 3,812,995.242   413,378.141   MT  0.99969249   -0 32 00.8
 ES1006
 ES1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1006!SPC AZ C     -   0.99971264  x   0.99990007  =   0.99961274
 ES1006!UTM  12      -   0.99971264  x   0.99969249  =   0.99940522
 ES1006
 ES1006|---------------------------------------------------------------------|
 ES1006| PID    Reference Object                     Distance      Geod. Az  |
 ES1006|                                                           dddmmss.s |
 ES1006| CH2686 BALD MOUNTAIN RM 1                    5.980 METERS 08453     |
 ES1006| CH2687 BALD MOUNTAIN RM 2                   10.898 METERS 20034     |
 ES1006| CH2685 BALD MOUNTAIN AZ MK                                3174741.3 |
 ES1006|---------------------------------------------------------------------|
 ES1006
 ES1006                          SUPERSEDED SURVEY CONTROL
 ES1006
 ES1006  NAD 83(1986)-  34 27 17.49327(N)    111 56 34.92920(W) AD(       ) 1
 ES1006  NAD 27      -  34 27 17.39800(N)    111 56 32.38000(W) AD(       ) 1
 ES1006  NGVD 29 (07/19/86) 1856.4    (m)         6091.     (f) VERT ANG       
 ES1006
 ES1006.Superseded values are not recommended for survey control.
 ES1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1006.See file dsdata.txt to determine how the superseded data were derived.
 ES1006
 ES1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1337812995(NAD 83)
 ES1006_MARKER: DS = TRIANGULATION STATION DISK
 ES1006_SETTING: 80 = SET IN A BOULDER
 ES1006_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1006+STABILITY: SURFACE MOTION
 ES1006
 ES1006  HISTORY     - Date     Condition        Report By
 ES1006  HISTORY     - 1902     MONUMENTED       USGS
 ES1006  HISTORY     - 1935     GOOD             USGS
 ES1006  HISTORY     - 1946     GOOD             CGS
 ES1006  HISTORY     - 1959     GOOD             CGS
 ES1006  HISTORY     - 1966     GOOD             USGS
 ES1006
 ES1006                          STATION DESCRIPTION
 ES1006
 ES1006'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ES1006'LOCATED 10 MI SW. OF CAMP VERDE.  ON BALD MTN.
 ES1006'
 ES1006'TO REACH NOT GIVEN.
 ES1006'
 ES1006'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN MALPAIS
 ES1006'ROCK 2 X 3 FT. PROJECTING 1 FT. ABOVE GROUND.
 ES1006'
 ES1006'RM--LARGE JUNIPER TREE.
 ES1006
 ES1006                          STATION RECOVERY (1935)
 ES1006
 ES1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 ES1006'STATION IS ON THE HIGHEST OF SEVERAL VERY PROMINENT BALD ROUNDED
 ES1006'MOUNTAINS 10 MILES (AIR LINE) SW OF CAMP VERDE.
 ES1006'
 ES1006'STATION MARK IS A STANDARD U.S.G.S. TABLET IN LARGE MALPAIS
 ES1006'BOULDER, UNSTAMPED.
 ES1006'
 ES1006'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-MAYER-PHOENIX
 ES1006'HIGHWAY TO DEWEY, ARIZONA.  THENCE, TAKE THE DEWEY-CAMP VERDE
 ES1006'ROAD WESTWARDLY ABOUT 11 MILES.  THENCE TAKE ROAD SOUTHWARDLY
 ES1006'BY WAY OF JOHNSON WASH RANGER STATION TO A POINT ABOUT 1/2 MILE
 ES1006'BEYOND FREDERICKS RANCH.  FROM THIS POINT CONTINUE UP CANYON
 ES1006'PAST SEVERAL DESERTED MINING CABINS TO FOOT OF BALD HILL.
 ES1006'THENCE CLIMB OVER FIRST HILL, THROUGH SADDLE AND TO TOP OF
 ES1006'BALD HILL AND STATION.  ABOUT 3 HOURS WALK FROM END OF ROAD.
 ES1006'
 ES1006'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT ROCK
 ES1006'CAIRN.
 ES1006
 ES1006                          STATION RECOVERY (1946)
 ES1006
 ES1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1006'STATION MARK RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 ES1006'MARKS AND AN AZIMUTH MARK ESTABLISHED.
 ES1006'
 ES1006'STATION IS ON THE HIGHEST OF SEVERAL BALD MOUNTAINS ABOUT
 ES1006'10 MILES SOUTHWEST OF CAMP VERDE, 17-1/2 MILES EAST OF MAYER,
 ES1006'18 MILES EAST-SOUTHEAST OF DEWEY, AND 7 MILES NORTH OF THE
 ES1006'DUGAS POST OFFICE.
 ES1006'
 ES1006'TO REACH FROM DEWEY, WHICH IS ABOUT 15 MILES EAST OF PRESCOTT AND
 ES1006'11.6 MILES NORTH OF MAYER ON STATE ROUTE 69, GO EASTERLY ON
 ES1006'THE CAMP VERDE ROAD FOR 5.4 MILES.  TAKE LEFT FORK, CAMP VERDE
 ES1006'ROAD, FOR 5.6 MILES TO FORK AND SEVERAL SIGNS.  TAKE RIGHT
 ES1006'FORK AS PER SIGN HANNA RANCH 11, AND GO SOUTHEASTERLY ON
 ES1006'MAIN TRAVELED ROAD FOR 8.35 MILES TO FORK WHICH IS 0.2 MILE
 ES1006'BEYOND THIRD BOARD GATE.  TAKE LEFT FORK AND FOLLOW THE MAIN
 ES1006'TRAVELED ROAD 2.0 MILES TO WIRE GATE.  (THE STATION IS VISIBLE
 ES1006'FROM HERE--THE HIGHEST POINT TO THE SOUTH, JUST TO RIGHT
 ES1006'OF HOUSE IN CANYON, ON THE SECOND RIDGE SOUTH OF THE HOUSE.)
 ES1006'PASS THROUGH THE WIRE GATE AND CONTINUE DOWN HILL 0.55 MILE
 ES1006'TO DIM TRACKS LEFT UP CANYON, ABOUT 100 YARDS BEFORE
 ES1006'REACHING THE WALL RANCH.  TURN LEFT ON THIS TRACK ROAD AND
 ES1006'FOLLOW IT UP THE CANYON, PASSING THROUGH TWO WIRE GATES,
 ES1006'FOR 1.5 MILES TO TRIPLE NOTCHES ON TREE ON RIGHT JUST
 ES1006'BEFORE ROAD CROSSES WASH.  A JEEP WAS DRIVEN BEYOND THIS
 ES1006'POINT, THE ROAD BECOMING VERY ROUGH.  CONTINUE ALONG THE
 ES1006'TRACK ROAD 0.2 MILE, THENCE LEFT FORK, A RIGHT-ANGLE TURN
 ES1006'AROUND A LARGE CEDAR.  FOLLOW THE TRACKS ABOUT 3/4 MILE TO
 ES1006'FORK AT OLD CABIN.  ROAD LEFT LEADS TO AN OLD MINE, ROAD
 ES1006'RIGHT TO OLD STAMPING MILL.  A MINE NOW BEING OPERATED LIES
 ES1006'STRAIGHT AHEAD, SOUTH, OF THIS FORK.  A JEEP WAS DRIVEN
 ES1006'CROSS COUNTRY 3/4 MILE TO THIS MINE SHAFT AND CABIN.  FROM
 ES1006'THE CABIN THE STATION IS SOUTHWEST.  PACK SOUTHWEST
 ES1006'THROUGH THICK BRUSH TO FOOT OF FIRST HILL, THENCE UP THE
 ES1006'RIGHT HAND SIDE OF THIS HILL TO A SADDLE CONNECTING IT WITH
 ES1006'THE STATION HILL.  THENCE ALONG THE SADDLE AND UP THE
 ES1006'SIDE OF THE HIGHEST HILL TO STATION.
 ES1006'
 ES1006'STATION IS MARKED BY A STANDARD U.S.G.S. TRIANGULATION STATION
 ES1006'AND BENCH MARK DISK SET IN DRILL HOLE IN BOULDER PROJECTING
 ES1006'1 FOOT ABOVE GROUND.  IT IS NOT STAMPED.  A 6-FT INSTRUMENT
 ES1006'STAND WAS ERECTED OVER THE MARK AND THE FLOOR BOARDS SUPPORTED
 ES1006'BY A TRIANGULAR WALL OF ROCK ABOUT 2 FEET HIGH.  IT IS 23 FEET
 ES1006'NORTHWEST OF LARGEST CEDAR TREE ON HILL TOP.
 ES1006'
 ES1006'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD REFERENCE
 ES1006'MARK DISK, STAMPED BALD MTN NO 1 1946, SET IN DRILL HOLE IN A
 ES1006'BOULDER WHICH IS EMBEDDED IN THE GROUND AND PROJECTS 1 FOOT
 ES1006'ABOVE THE GROUND.  IT IS ABOUT SAME LEVEL AS STATION MARK.
 ES1006'
 ES1006'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  A
 ES1006'STANDARD REFERENCE MARK DISK, STAMPED BALD MTN NO 2 1946, SET
 ES1006'IN DRILL HOLE IN A BOULDER WHICH IS EMBEDDED IN THE GROUND
 ES1006'AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 ES1006'HIGHER THAN STATION MARK.
 ES1006'
 ES1006'THE AZIMUTH MARK IS ON THE HILL 1/2 MILE NORTHWEST OF THE
 ES1006'STATION.  THIS HILL IS KNOWN AS LITTLE BALDY.  THE MARK IS A
 ES1006'STANDARD AZIMUTH MARK DISK, STAMPED BALD MTN USGS 1946, SET
 ES1006'IN DRILL HOLE IN BOULDER WHICH PROJECTS 1 FOOT ABOVE GROUND.
 ES1006'IT IS 12 FEET WEST OF RIM ROCK, 225 FEET SOUTH OF THE HIGHEST
 ES1006'POINT OF THE HILL, 1 FOOT NORTH OF 3-FT CAIRN, AND 12 FEET
 ES1006'NORTHEAST OF A CEDAR TREE.
 ES1006
 ES1006                          STATION RECOVERY (1959)
 ES1006
 ES1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1006'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ES1006'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ES1006'
 ES1006'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ES1006'
 ES1006'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST OF SEVERAL
 ES1006'BALD MOUNTAINS ABOUT 17 MILES EAST OF MAYER, 16 MILES SOUTHEAST
 ES1006'OF DEWEY, 10 MILES SOUTHWEST OF CAMP VERDE AND 7 MILES NORTH
 ES1006'OF DUGAS.
 ES1006'
 ES1006'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTHERLY ON
 ES1006'STATE HIGHWAY 79 FOR 15.4 MILES TO A SERVICE STATION AND CAFE
 ES1006'ON THE LEFT, CONTINUE AHEAD ON THE HIGHWAY FOR 0.3 MILE TO A
 ES1006'CROSSROAD, TURN RIGHT, EAST, AND GO 0.5 MILE TO A Y-FORK,
 ES1006'TAKE THE RIGHT FORK AS PER SIGN 1 FLOWER POT RANCH AND GO
 ES1006'SOUTHEAST FOR 1.1 MILES TO A TRACK ROAD RIGHT JUST BEFORE
 ES1006'ENTERING A CORRAL.  TURN RIGHT, CROSS A WASH AND FOLLOW THE TRACK
 ES1006'ROAD SOUTHWARD FOR 0.8 MILE TO A Y-FORK, TAKE THE LEFT FORK
 ES1006'AND GO SOUTHEAST FOR 1.0 MILE TO A WIRE GATE.  PASS
 ES1006'THROUGH THE GATE AND CONTINUE SOUTHEAST FOR 1.7 MILES TO A
 ES1006'HOUSE AND SEVERAL BUILDINGS ON THE LEFT, CONTINUE EAST ON THE
 ES1006'TRACK ROAD FOR 0.9 MILE TO TWO CABINS ON THE LEFT.  HERE TURN
 ES1006'SHARP RIGHT AND FOLLOW THE TRACK ROAD SOUTH FOR 0.3 MILE
 ES1006'TO A Y-FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR
 ES1006'0.1 MILE TO THE END OF TRUCK TRAVEL AT THE END OF THE ROAD
 ES1006'AND A MINE SHAFT ON THE RIGHT.  FROM HERE THE STATION IS ON THE
 ES1006'MIDDLE AND HIGHEST ONE OF THREE MOUNTAINS THAT ARE ABOUT
 ES1006'1-1/2 MILES SOUTHWEST.  PACK SOUTHWEST THROUGH THE HEAVY
 ES1006'BRUSH FOR ABOUT 1 MILE AND THEN UPHILL TO THE HIGHEST POINT OF
 ES1006'THE MOUNTAIN AND THE STATION.
 ES1006'
 ES1006'THE STATION MARK, IS A STANDARD U.S.G.S. DISK AND BEARS NO
 ES1006'STAMPING.  IT IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1006'1 FOOT AND IS 23 FEET NORTHWEST OF THE LARGEST CEDAR TREE
 ES1006'ON THE HILL.
 ES1006'
 ES1006'REFERENCE MARK NO. 1, STAMPED BALD MTN NO 1 1946, IS A STANDARD
 ES1006'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT
 ES1006'AND IS ON THE SAME ELEVATION AS THE STATION.
 ES1006'
 ES1006'REFERENCE MARK NO. 2, STAMPED BALD MTN NO 2 1946, IS A STANDARD
 ES1006'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ES1006'FOOT.
 ES1006'
 ES1006'THE AZIMUTH MARK, STAMPED BALD MTN USGS 1946, IS A STANDARD DISK
 ES1006'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 ES1006'IT IS 225 FEET SOUTH OF THE HIGHEST POINT OF THE HILL, 12 FEET
 ES1006'EAST OF RIM ROCK AND 1 FOOT NORTHEAST OF A CAIRN.  IT IS LOCATED
 ES1006'ABOUT 1/2 MILE NORTHWEST OF THE STATION ON A HILL KNOWN AS
 ES1006'LITTLE BALDY.
 ES1006'
 ES1006'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHWEST DOWNHILL
 ES1006'FOR ABOUT 5 MINUTES TO A SADDLE AND THEN UPHILL FOR 10 MINUTES
 ES1006'TO THE TOP OF THE HILL AND THE AZIMUTH MARK.
 ES1006
 ES1006                          STATION RECOVERY (1966)
 ES1006
 ES1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1006'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ES1006'RMS NOT MEASURED.  ALSO RECOVERED BY USFS IN 1935 AND CGS IN 1946
 ES1006'AND 1959.
 ES1006'
 ES1006'RM 1--CGS RM DISK STAMPED---BALD MTN NO 1 1946---, IN DRILL HOLE IN
 ES1006'BOULDER PROJECTING 1 FT, SAME LEVEL AS STATION MARK.
 ES1006'
 ES1006'RM 2--CGS RM DISK STAMPED---BALD MTN NO 2 1946---, IN DRILL HOLE IN
 ES1006'BOULDER PROJECTING 1 FT, 1 FT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0945 ***********************************************************************
 ET0945  DESIGNATION -  BALDY
 ET0945  PID         -  ET0945
 ET0945  STATE/COUNTY-  AZ/YAVAPAI
 ET0945  USGS QUAD   -  WILHOIT (1969)
 ET0945
 ET0945                         *CURRENT SURVEY CONTROL
 ET0945  ___________________________________________________________________
 ET0945* NAD 83(1992)-  34 28 26.66546(N)    112 30 41.60836(W)     ADJUSTED  
 ET0945* NAVD 88     -      1867.0    (meters)    6125.     (feet)  VERTCON   
 ET0945  ___________________________________________________________________
 ET0945  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 ET0945  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0945
 ET0945  HORZ ORDER  -  SECOND
 ET0945
 ET0945.The horizontal coordinates were established by classical geodetic methods
 ET0945.and adjusted by the National Geodetic Survey in August 1993..
 ET0945
 ET0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0945
 ET0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0945
 ET0945.The geoid height was determined by GEOID03.
 ET0945
 ET0945;                    North         East     Units Scale Factor Converg.
 ET0945;SPC AZ C     -   385,396.599   158,713.404   MT  0.99993680   -0 20 12.3
 ET0945;SPC AZ C     - 1,264,424.54    520,713.27   iFT  0.99993680   -0 20 12.3
 ET0945;UTM  12      - 3,815,758.963   361,185.304   MT  0.99983752   -0 51 20.6
 ET0945
 ET0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0945!SPC AZ C     -   0.99971119  x   0.99993680  =   0.99964801
 ET0945!UTM  12      -   0.99971119  x   0.99983752  =   0.99954875
 ET0945
 ET0945:                Primary Azimuth Mark                     Grid Az
 ET0945:SPC AZ C     -  SENATOR                                  045 32 26.4
 ET0945:UTM  12      -  SENATOR                                  046 03 34.7
 ET0945
 ET0945|---------------------------------------------------------------------|
 ET0945| PID    Reference Object                     Distance      Geod. Az  |
 ET0945|                                                           dddmmss.s |
 ET0945| ET0886 SENATOR                             APPROX. 7.6 KM 0451214.1 |
 ET0945| CH2688 BALDY RM 1                           17.816 METERS 15502     |
 ET0945| CH2689 BALDY RM 2                            9.689 METERS 23748     |
 ET0945|---------------------------------------------------------------------|
 ET0945
 ET0945                          SUPERSEDED SURVEY CONTROL
 ET0945
 ET0945  NAD 83(1986)-  34 28 26.66344(N)    112 30 41.60768(W) AD(       ) 2
 ET0945  NAD 27      -  34 28 26.57555(N)    112 30 38.99474(W) AD(       ) 2
 ET0945  NGVD 29 (07/19/86) 1866.1    (m)         6122.     (f) VERT ANG       
 ET0945
 ET0945.Superseded values are not recommended for survey control.
 ET0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0945.See file dsdata.txt to determine how the superseded data were derived.
 ET0945
 ET0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6118515759(NAD 83)
 ET0945_MARKER: DD = SURVEY DISK
 ET0945_SETTING: 66 = SET IN ROCK OUTCROP
 ET0945_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0945+STABILITY: POSITION/ELEVATION WELL
 ET0945
 ET0945  HISTORY     - Date     Condition        Report By
 ET0945  HISTORY     - 1980     MONUMENTED       AZDT
 ET0945
 ET0945                          STATION DESCRIPTION
 ET0945
 ET0945'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0945'THE STATION IS LOCATED 5 MILES SOUTHWEST OF PRESCOTT, 5 MILES NORTH
 ET0945'EAST OF WILHOIT AND 350 FEET NORTH OF U.S. HIGHWAY 89.
 ET0945'
 ET0945'THE STATION MARK IS AN ADOT DISK STAMPED BALDY 1980.  IT IS SET IN A
 ET0945'DRILL IN ROCK ON TOP OF A BALD NOSE 5 FEET EAST OF WITNESS POST.
 ET0945'
 ET0945'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BALDY RM 1 1980.  IT IS SET
 ET0945'IN A DRILL HOLE IN ROCK.
 ET0945'
 ET0945'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BALDY RM 2 1980.  IT IS SET
 ET0945'IN A DRILL HOLE IN ROCK.
 ET0945'
 ET0945'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT TRAVEL WEST ON
 ET0945'GOODWIN STREET FOR 1 BLOCK TO US HIGHWAY 89.  TURN LEFT AND TRAVEL
 ET0945'SOUTH ALONG US 89 FOR 6.25 MILES TO A CURVE TO THE RIGHT AND THE
 ET0945'STATION ON TOP OF BALD AREA ABOUT 90 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1052 ***********************************************************************
 CG1052  DESIGNATION -  BALDY
 CG1052  PID         -  CG1052
 CG1052  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1052  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1052
 CG1052                         *CURRENT SURVEY CONTROL
 CG1052  ___________________________________________________________________
 CG1052* NAD 83(1992)-  31 41 46.07843(N)    110 50 53.08369(W)     ADJUSTED  
 CG1052* NAVD 88     -      2880.6    (meters)    9451.     (feet)  VERTCON   
 CG1052  ___________________________________________________________________
 CG1052  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CG1052  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1052
 CG1052  HORZ ORDER  -  FIRST
 CG1052
 CG1052.The horizontal coordinates were established by classical geodetic methods
 CG1052.and adjusted by the National Geodetic Survey in August 1993..
 CG1052
 CG1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1052
 CG1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1052
 CG1052.The geoid height was determined by GEOID03.
 CG1052
 CG1052;                    North         East     Units Scale Factor Converg.
 CG1052;SPC AZ C     -    77,672.701   314,658.335   MT  1.00002652   +0 33 41.4
 CG1052;SPC AZ C     -   254,831.70  1,032,343.62   iFT  1.00002652   +0 33 41.4
 CG1052;UTM  12      - 3,506,765.152   514,396.900   MT  0.99960256   +0 04 47.4
 CG1052
 CG1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1052!SPC AZ C     -   0.99955238  x   1.00002652  =   0.99957889
 CG1052!UTM  12      -   0.99955238  x   0.99960256  =   0.99915512
 CG1052
 CG1052:                Primary Azimuth Mark                     Grid Az
 CG1052:SPC AZ C     -  RINCON PEAK                              032 34 15.7
 CG1052:UTM  12      -  RINCON PEAK                              033 03 09.7
 CG1052
 CG1052|---------------------------------------------------------------------|
 CG1052| PID    Reference Object                     Distance      Geod. Az  |
 CG1052|                                                           dddmmss.s |
 CG1052| CZ1814 RINCON PEAK                         APPROX.56.1 KM 0330757.1 |
 CG1052| CC6012 BALDY RM                             18.220 METERS 04053     |
 CG1052| CG1129 COMOBABI PEAK                       APPROX.71.3 KM 2765303.2 |
 CG1052|---------------------------------------------------------------------|
 CG1052
 CG1052                          SUPERSEDED SURVEY CONTROL
 CG1052
 CG1052  NAD 83(1986)-  31 41 46.06985(N)    110 50 53.07867(W) AD(       ) 1
 CG1052  NAD 27      -  31 41 45.73700(N)    110 50 50.72300(W) AD(       ) 1
 CG1052  NGVD 29 (07/19/86) 2879.5    (m)         9447.     (f) VERT ANG       
 CG1052
 CG1052.Superseded values are not recommended for survey control.
 CG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1052.See file dsdata.txt to determine how the superseded data were derived.
 CG1052
 CG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1439706765(NAD 83)
 CG1052
 CG1052  HISTORY     - Date     Condition        Report By
 CG1052  HISTORY     - 1910     MONUMENTED       USGS
 CG1052  HISTORY     - 1935     MARK NOT FOUND   USGS
 CG1052
 CG1052                          STATION DESCRIPTION
 CG1052
 CG1052'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 CG1052'ON OLD BALDY OR SANTA RITA PEAK, A HIGH PROMINENT PEAK NEAR THE
 CG1052'SOUTH END OF THE SANTA RITA RANGE, 11 MILES NORTHWEST OF CRITTENDEN
 CG1052'AND 12 MILES NORTHWEST OF PATAGONIA, TOWNS ON THE SOUTHERN
 CG1052'PACIFIC RAILROAD.  STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY
 CG1052'TRIANGULATION STATION MARK CEMENTED INTO THE SOLID ROCK.  THE
 CG1052'REFERENCE MARK, WHICH IS IDENTICAL WITH THE U.S. GEOLOGICAL
 CG1052'SURVEY REFERENCE MARK, IS A CROSS CUT IN THE TOP OF A ROCK AND
 CG1052'18.22 METERS (59.8 FEET) FROM THE STATION N 40 DEG 53 MIN E.
 CG1052'THIS STATION WAS REPORTED LOST IN 1935, A LOOKOUT
 CG1052'HOUSE HAVING BEEN BUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0788 ***********************************************************************
 DT0788  DESIGNATION -  BALDY
 DT0788  PID         -  DT0788
 DT0788  STATE/COUNTY-  AZ/APACHE
 DT0788  USGS QUAD   -  MOUNT BALDY (1978)
 DT0788
 DT0788                         *CURRENT SURVEY CONTROL
 DT0788  ___________________________________________________________________
 DT0788* NAD 83(1992)-  33 54 21.38622(N)    109 33 45.47621(W)     ADJUSTED  
 DT0788* NAVD 88     -      3477.4    (meters)   11409.     (feet)  VERTCON   
 DT0788  ___________________________________________________________________
 DT0788  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DT0788  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0788
 DT0788  HORZ ORDER  -  SECOND
 DT0788
 DT0788.The horizontal coordinates were established by classical geodetic methods
 DT0788.and adjusted by the National Geodetic Survey in August 1993..
 DT0788
 DT0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0788
 DT0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0788
 DT0788.The geoid height was determined by GEOID03.
 DT0788
 DT0788;                    North         East     Units Scale Factor Converg.
 DT0788;SPC AZ E     -   322,385.938   269,219.826   MT  0.99993845   +0 20 13.0
 DT0788;SPC AZ E     - 1,057,696.65    883,267.15   iFT  0.99993845   +0 20 13.0
 DT0788;UTM  12      - 3,752,656.896   632,889.225   MT  0.99981770   +0 48 06.9
 DT0788
 DT0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0788!SPC AZ E     -   0.99945792  x   0.99993845  =   0.99939641
 DT0788!UTM  12      -   0.99945792  x   0.99981770  =   0.99927572
 DT0788
 DT0788|---------------------------------------------------------------------|
 DT0788| PID    Reference Object                     Distance      Geod. Az  |
 DT0788|                                                           dddmmss.s |
 DT0788| CD1544 BALDY RM 1                            5.240 METERS 04337     |
 DT0788| DT0732 BIG LAKE LOOKOUT TOWER              APPROX.16.6 KM 1065744.2 |
 DT0788| CD1545 BALDY RM 2                            6.102 METERS 23521     |
 DT0788|---------------------------------------------------------------------|
 DT0788
 DT0788                          SUPERSEDED SURVEY CONTROL
 DT0788
 DT0788  NAD 83(1986)-  33 54 21.38477(N)    109 33 45.48114(W) AD(       ) 2
 DT0788  NAD 27      -  33 54 21.21420(N)    109 33 43.14790(W) AD(       ) 2
 DT0788  NGVD 29 (07/19/86) 3476.0    (m)        11404.     (f) VERT ANG       
 DT0788
 DT0788.Superseded values are not recommended for survey control.
 DT0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0788.See file dsdata.txt to determine how the superseded data were derived.
 DT0788
 DT0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3288952657(NAD 83)
 DT0788_MARKER: DS = TRIANGULATION STATION DISK
 DT0788_SETTING: 66 = SET IN ROCK OUTCROP
 DT0788
 DT0788  HISTORY     - Date     Condition        Report By
 DT0788  HISTORY     - 1958     MONUMENTED       CGS
 DT0788  HISTORY     - 1967     GOOD             AMS
 DT0788
 DT0788                          STATION DESCRIPTION
 DT0788
 DT0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0788'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF SPRINGERVILLE
 DT0788'AND 20 MILES SOUTHEAST OF MC NARY ON THE HIGHEST POINT OF
 DT0788'BALDY PEAK WHICH IS THE HIGHEST MOUNTAIN IN THE VICINITY.  IT
 DT0788'IS LOCATED IN THE FORT APACHE INDIAN RESERVATION.  IT IS 25
 DT0788'FEET SOUTH-SOUTHWEST OF THE CENTER OF A SMALL ABANDONED LOOKOUT
 DT0788'TOWER.  THE MARK IS A STANDARD STATION DISK SET IN A DRILL HOLE
 DT0788'IN OUTCROPPING BED ROCK.  IT IS STAMPED BALDY 1958.
 DT0788'
 DT0788'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE CENTER OF AN ABANDONED
 DT0788'LOOKOUT TOWER AND IS THE SAME ELEVATION AS THE STATION MARK.  IT
 DT0788'IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 DT0788'OUTCROPPING BED ROCK.  IT IS STAMPED BALDY NO 1 1958.
 DT0788'
 DT0788'REFERENCE MARK NO. 2 IS 1 FOOT LOWER IN ELEVATION THAN THE
 DT0788'STATION MARK.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 DT0788'DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS STAMPED BALDY NO 2
 DT0788'1958.
 DT0788'
 DT0788'TRIANGULATION STATION ORDS 1919 1934 WAS USED FOR THE AZIMUTH
 DT0788'MARK.
 DT0788'
 DT0788'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY GO NORTH ON
 DT0788'AN OILED STREET FOR 100 YARDS TO THE JUNCTION WITH STATE HIGHWAY
 DT0788'73.  TURN RIGHT ON STATE HIGHWAY 73 AND GO 16.35 MILES TO A SIDE
 DT0788'ROAD RIGHT, STATE HIGHWAY 273.  TURN RIGHT, SOUTH ON STATE
 DT0788'HIGHWAY 273 AND GO 8.6 MILES TO A FORK AT SHEEPS CROSSING.
 DT0788'KEEP THE LEFT FORK STATE HIGHWAY 273 AND GO 1.4 MILES TO THE
 DT0788'HAROLD LESUEUR RANCH.  HORSES WERE OBTAINED FROM THE LESUEUR
 DT0788'RANCH.  FROM THE LESUEUR RANCH PACK SOUTH ON STATE HIGHWAY 273
 DT0788'FOR ABOUT 0.1 MILE TO A SIDE ROAD RIGHT AND A SIGN PHELPS
 DT0788'BACTERICAL AREA.  TURN RIGHT ON THE GRADED ROAD AND FOLLOW
 DT0788'IT FOR ABOUT 2 MILES TO ITS END.  FROM THE END OF THE ROAD
 DT0788'CONTINUE WESTERLY ON A TRAIL STAYING ON THE RIGHT SIDE OF A
 DT0788'SMALL STREAM FOR ABOUT 1 MILE TO WERE A BRIDGE CROSSES THE
 DT0788'STREAM AND A SIGN BALDY 4 MILES.  FROM THIS POINT FOLLOW THE
 DT0788'GOOD TRAIL TO THE TOP OF BALDY PEAK AND THE STATION AS
 DT0788'DESCRIBED NEAR THE ABANDONED LOOKOUT TOWER.
 DT0788'
 DT0788'3 HOUR HORSE PACK.
 DT0788'
 DT0788'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 DT0788
 DT0788                          STATION RECOVERY (1967)
 DT0788
 DT0788'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0788'STATION BALDY IS LOCATED APPROXIMATELY 23.0 AIRMILES (NE) OF
 DT0788'WHITERIVER AND APPROXIMATELY 20.0 AIRMILES (SE) OF MC NARY,
 DT0788'ARIZONA.
 DT0788'
 DT0788'TO REACH FROM MC NARY POST OFFICE GO (N) FOR ONE BLOCK TO JCT,
 DT0788'TURN RIGHT (E) ON HWY 73 AND GO 18.1 MI TO JCT OF HWY 73 AND 273,
 DT0788'TURN RIGHT (S) AND FOLLOW U.S. 273 FOR 8.6 MI TO A Y AND SIGN
 DT0788'SHEEPS CROSSING, TAKE THE RIGHT FORK THUS LEAVING HWY 273 AND GO
 DT0788'0.5 MI TO END OF VEHICLE TRAVEL AND SIGN MT BALDY 7, MT ORDS
 DT0788'7, FROM THIS POINT VEHICLE TRAVEL IS NOT PERMITTED, (HORSES WERE
 DT0788'OBTAINED FROM MR. GEORGE E. CROSBY GREER, ARIZONA).  TRAVEL (S)
 DT0788'ON A WELL DEFINED TRAIL FOR APPROXIMATELY 3.0 MI TO A Y AND
 DT0788'SIGN MT ORDS, MT BALDY, TAKE LEFT FORK AND CONTINUE ON TRAIL
 DT0788'(SW) FOR ADDITIONAL 4.0 MI TO TOP OF HILL AND STATION SITE.  (2
 DT0788'1/2 HR HORSE PACK).
 DT0788'
 DT0788'THE STATION IS THE HIGHEST POINT OF LOCALLY KNOWN BALDY MTN.  THE
 DT0788'STATION IS LOCATED (SW) OF AN OLD LOOKOUT TOWER.  A SIGN READING
 DT0788'MT BALDY ELEV 11,590 FT HAS BEEN PLACED IN THE REMAINS OF LOOKOUT
 DT0788'TOWER.
 DT0788'
 DT0788'THE STATION IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND
 DT0788'STAMPED BALDY 1958.
 DT0788'
 DT0788'R.M. 1 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND STAMPED
 DT0788'BALDY NO 1 1958.  FROM THE STATION IT IS (NE) OF THE STATION
 DT0788'ON A MAG AZ OF 42 DEG AT A DISTANCE OF 5.23M AND A DE OF +0.15M
 DT0788'
 DT0788'R.M. 2 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND
 DT0788'STAMPED BALDY NO 2 1958.  FROM THE STATION IT IS (SW) ON A MAG
 DT0788'AZ OF 235 DEG AT A DISTANCE OF 6.10M AND A DE OF -0.27M.
 DT0788'
 DT0788'AZIMUTH MK IS ORDS 1919, 1934, 1958 (USC AND GS) AND WAS NOT
 DT0788'RECOVERED.
 DT0788'
 DT0788'CONDITION OF ALL MARKS WAS EXCELLENT.
 DT0788'
 DT0788'A CLEAR LINE OF SIGHT IS AVAILABLE IN ALL DIRECTIONS OF VIEW
 DT0788'FROM HEIGHT OF TRIPOD 1.32M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1050 ***********************************************************************
 CG1050  DESIGNATION -  BALDY 2
 CG1050  PID         -  CG1050
 CG1050  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1050  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1050
 CG1050                         *CURRENT SURVEY CONTROL
 CG1050  ___________________________________________________________________
 CG1050* NAD 83(1992)-  31 41 45.47898(N)    110 50 53.60616(W)     ADJUSTED  
 CG1050* NAVD 88     -      2882.1    (meters)    9456.     (feet)  VERTCON   
 CG1050  ___________________________________________________________________
 CG1050  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 CG1050  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1050
 CG1050  HORZ ORDER  -  FIRST
 CG1050
 CG1050.The horizontal coordinates were established by classical geodetic methods
 CG1050.and adjusted by the National Geodetic Survey in August 1993..
 CG1050
 CG1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1050
 CG1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1050
 CG1050.The geoid height was determined by GEOID03.
 CG1050
 CG1050;                    North         East     Units Scale Factor Converg.
 CG1050;SPC AZ C     -    77,654.103   314,644.757   MT  1.00002648   +0 33 41.1
 CG1050;SPC AZ C     -   254,770.68  1,032,299.07   iFT  1.00002648   +0 33 41.1
 CG1050;UTM  12      - 3,506,746.677   514,383.172   MT  0.99960255   +0 04 47.1
 CG1050
 CG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1050!SPC AZ C     -   0.99955215  x   1.00002648  =   0.99957861
 CG1050!UTM  12      -   0.99955215  x   0.99960255  =   0.99915487
 CG1050
 CG1050|---------------------------------------------------------------------|
 CG1050| PID    Reference Object                     Distance      Geod. Az  |
 CG1050|                                                           dddmmss.s |
 CG1050| CG1051 BALDY LOOKOUT HOUSE CEN              22.900 METERS 03532     |
 CG1050| CC6013 BALDY 2 RM 1                          6.190 METERS 16803     |
 CG1050| CG1058 SLOPE                               APPROX.13.0 KM 2353336.6 |
 CG1050|---------------------------------------------------------------------|
 CG1050
 CG1050                          SUPERSEDED SURVEY CONTROL
 CG1050
 CG1050  NAD 83(1986)-  31 41 45.46978(N)    110 50 53.59986(W) AD(       ) 1
 CG1050  NAD 27      -  31 41 45.15400(N)    110 50 51.28600(W) AD(       ) 1
 CG1050  NGVD 29 (07/19/86) 2881.0    (m)         9452.     (f) VERT ANG       
 CG1050
 CG1050.Superseded values are not recommended for survey control.
 CG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1050.See file dsdata.txt to determine how the superseded data were derived.
 CG1050
 CG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1438306747(NAD 83)
 CG1050_MARKER: DS = TRIANGULATION STATION DISK
 CG1050_SETTING: 66 = SET IN ROCK OUTCROP
 CG1050
 CG1050  HISTORY     - Date     Condition        Report By
 CG1050  HISTORY     - 1935     MONUMENTED       CGS
 CG1050  HISTORY     - 1957     GOOD             USGS
 CG1050
 CG1050                          STATION DESCRIPTION
 CG1050
 CG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1050'ON OLD BALDY OR SANTA RITA PEAK, A HIGH PEAK NEAR THE SOUTH END
 CG1050'OF THE SANTA RITA RANGE, ABOUT 25.0 MILES SOUTH OF TUCSON, 11.0
 CG1050'MILES NORTHWEST OF CRITTENDEN, AND 12.0 MILES NORTHWEST OF
 CG1050'PATAGONIA, TOWNS ON THE SOUTHERN PACIFIC RAILROAD.  MARKED BY
 CG1050'A STANDARD BRONZE DISK. REFERENCE MARK
 CG1050'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 6.190
 CG1050'METERS (20.31 FEET) FROM STATION S 11 DEG 57 MIN E.
 CG1050'BALDY LOOKOUT HOUSE, CENTER IS 22.9 METERS (75 FEET) FROM
 CG1050'STATION N 35 DEG 31 MIN E.
 CG1050
 CG1050                          STATION RECOVERY (1957)
 CG1050
 CG1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1050'STATION RECOVERED IN GOOD CONDITION.  ATTENTION CALLED TO POINT
 CG1050'OUT THAT STAMPING DOES NOT AGREE WITH DESIGNATION, ESPECIALLY SINCE
 CG1050'THERE WAS AN OLDER USGS STATION BALDY ON THIS SAME TOP.
 CG1050'
 CG1050'REFERENCE MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1051 ***********************************************************************
 CG1051  DESIGNATION -  BALDY LOOKOUT HOUSE CEN
 CG1051  PID         -  CG1051
 CG1051  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1051  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1051
 CG1051                         *CURRENT SURVEY CONTROL
 CG1051  ___________________________________________________________________
 CG1051* NAD 83(1992)-  31 41 46.08396(N)    110 50 53.10069(W)     ADJUSTED  
 CG1051* NAVD 88     -      2882.     (meters)    9455.     (feet)  SCALED    
 CG1051  ___________________________________________________________________
 CG1051  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CG1051  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1051
 CG1051  HORZ ORDER  -  THIRD
 CG1051
 CG1051.The horizontal coordinates were established by classical geodetic methods
 CG1051.and adjusted by the National Geodetic Survey in August 1993..
 CG1051
 CG1051.The orthometric height was scaled from a topographic map.
 CG1051
 CG1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1051
 CG1051.The geoid height was determined by GEOID03.
 CG1051
 CG1051;                    North         East     Units Scale Factor Converg.
 CG1051;SPC AZ C     -    77,672.867   314,657.886   MT  1.00002652   +0 33 41.4
 CG1051;SPC AZ C     -   254,832.24  1,032,342.15   iFT  1.00002652   +0 33 41.4
 CG1051;UTM  12      - 3,506,765.322   514,396.452   MT  0.99960256   +0 04 47.3
 CG1051
 CG1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1051!SPC AZ C     -   0.99955215  x   1.00002652  =   0.99957865
 CG1051!UTM  12      -   0.99955215  x   0.99960256  =   0.99915488
 CG1051
 CG1051                          SUPERSEDED SURVEY CONTROL
 CG1051
 CG1051  NAD 83(1986)-  31 41 46.07506(N)    110 50 53.09484(W) AD(       ) 4
 CG1051  NAD 27      -  31 41 45.75900(N)    110 50 50.78100(W) AD(       ) 3
 CG1051
 CG1051.Superseded values are not recommended for survey control.
 CG1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1051.See file dsdata.txt to determine how the superseded data were derived.
 CG1051
 CG1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1439606765(NAD 83)
 CG1051
 CG1051  HISTORY     - Date     Condition        Report By
 CG1051  HISTORY     - 1935     MONUMENTED       CGS
 CG1051  HISTORY     - 1949     GOOD             LOCENG
 CG1051
 CG1051                          STATION DESCRIPTION
 CG1051
 CG1051'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FHT)
 CG1051'STATION RECOVERED BY F.H. TREGO HOLLYWOOD, CALIFORNIA
 CG1051'
 CG1051'THE RANGER CABIN HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1100 ***********************************************************************
 CG1100  DESIGNATION -  BALDY PEAK
 CG1100  PID         -  CG1100
 CG1100  STATE/COUNTY-  AZ/PIMA
 CG1100  USGS QUAD   -  PENITAS HILLS (1979)
 CG1100
 CG1100                         *CURRENT SURVEY CONTROL
 CG1100  ___________________________________________________________________
 CG1100* NAD 83(1992)-  31 50 44.77107(N)    111 20 07.13569(W)     ADJUSTED  
 CG1100* NAVD 88     -      1257.     (meters)    4124.     (feet)  SCALED    
 CG1100  ___________________________________________________________________
 CG1100  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 CG1100  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CG1100
 CG1100  HORZ ORDER  -  SECOND
 CG1100
 CG1100.The horizontal coordinates were established by classical geodetic methods
 CG1100.and adjusted by the National Geodetic Survey in August 1993..
 CG1100
 CG1100.The orthometric height was scaled from a topographic map.
 CG1100
 CG1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1100
 CG1100.The geoid height was determined by GEOID03.
 CG1100
 CG1100;                    North         East     Units Scale Factor Converg.
 CG1100;SPC AZ C     -    93,914.123   268,380.376   MT  0.99993732   +0 18 24.3
 CG1100;SPC AZ C     -   308,117.20    880,513.04   iFT  0.99993732   +0 18 24.3
 CG1100;UTM  12      - 3,523,389.623   468,274.679   MT  0.99961241   -0 10 36.9
 CG1100
 CG1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1100!SPC AZ C     -   0.99980738  x   0.99993732  =   0.99974472
 CG1100!UTM  12      -   0.99980738  x   0.99961241  =   0.99941987
 CG1100
 CG1100:                Primary Azimuth Mark                     Grid Az
 CG1100:SPC AZ C     -  BALDY PEAK AZ MK                         183 30 50.7
 CG1100:UTM  12      -  BALDY PEAK AZ MK                         183 59 51.9
 CG1100
 CG1100|---------------------------------------------------------------------|
 CG1100| PID    Reference Object                     Distance      Geod. Az  |
 CG1100|                                                           dddmmss.s |
 CG1100| CH4268 BALDY PEAK AZ MK                                   1834915.0 |
 CG1100| CH4269 BALDY PEAK RM 1                       7.105 METERS 24428     |
 CG1100| CG1103 PALO ALTO RANCH WELL                APPROX. 7.2 KM 3051954.8 |
 CG1100| CH4270 BALDY PEAK RM 2                       5.593 METERS 32457     |
 CG1100|---------------------------------------------------------------------|
 CG1100
 CG1100                          SUPERSEDED SURVEY CONTROL
 CG1100
 CG1100  NAD 83(1986)-  31 50 44.76412(N)    111 20 07.13185(W) AD(       ) 2
 CG1100  NAD 27      -  31 50 44.46300(N)    111 20 04.77400(W) AD(       ) 2
 CG1100
 CG1100.Superseded values are not recommended for survey control.
 CG1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1100.See file dsdata.txt to determine how the superseded data were derived.
 CG1100
 CG1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA6827523390(NAD 83)
 CG1100_MARKER: DS = TRIANGULATION STATION DISK
 CG1100_SETTING: 66 = SET IN ROCK OUTCROP
 CG1100
 CG1100  HISTORY     - Date     Condition        Report By
 CG1100  HISTORY     - 1936     MONUMENTED       CGS
 CG1100  HISTORY     - 1962     GOOD             CGS
 CG1100
 CG1100                          STATION DESCRIPTION
 CG1100
 CG1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1100'ON THE SUMMIT OF A PROMINENT, LONE PEAK, KNOWN AS BALDY PEAK,
 CG1100'LYING ABOUT 7 MILES NORTHWEST OF THE MAIN RANGE OF MOUNTAINS,
 CG1100'ABOUT 5 MILES SOUTHEAST OF THE PALO ALTO GUEST RANCH, 4 MILES
 CG1100'EAST OF THE ROAD LEADING SOUTH PAST PALO ALTO RANCH, AND ABOUT
 CG1100'2 MILES NORTHWEST OF A PROMINENT DOUBLE PEAK WHICH IS SOMEWHAT
 CG1100'HIGHER, ON THE HIGHEST PART OF THE BARE SUMMIT, ABOUT 20 FEET
 CG1100'EAST OF THE SHARP DECLIVITY AT ITS WEST EDGE, SET IN AN OUTCROP
 CG1100'OF LEDGE ROCK IN A JUMBLED MASS OF SMALL BOULDERS.  MARK IS A
 CG1100'BRONZE DISK. REFERENCE MARK NO. 1, A
 CG1100'STANDARD BRONZE REFERENCE DISK, IS SOUTH OF THE
 CG1100'STATION, SET IN A LEDGE A FEW FEET LOWER THAN THE STATION
 CG1100'AND IS 7.120 METERS (23.36 FEET) FROM STATION S 64 DEG 31 MIN W
 CG1100'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1100'IS WEST OF THE STATION, SET IN THE BEDROCK AT THE WEST
 CG1100'EDGE OF THE SUMMIT AND IS 5.600 METERS (18.37 FEET) FROM
 CG1100'STATION N 35 DEG 03 MIN W. THE AZIMUTH MARK, A
 CG1100'STANDARD BRONZE DISK, IS SET IN BEDROCK FLUSH WITH THE
 CG1100'GROUND.  IT IS DOWN THE LONG SLOPE FROM THE SUMMIT OF THE
 CG1100'PEAK AND ON THE NORTHEAST SIDE OF AN EASILY DISTINGUISHABLE
 CG1100'SUMMIT WHERE THE SLOPE BREAKS TO THE SOUTHEAST.  AZIMUTH MARK
 CG1100'IS ABOUT 0.2 MILE FROM STATION S 03 DEG 48 MIN W.
 CG1100
 CG1100                          STATION RECOVERY (1962)
 CG1100
 CG1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG1100'STATION RECOVERED USING RECONNAISSANCE DESCRIPTION WITH ALL MARKS
 CG1100'IN GOOD CONDITION.  REFERENCE MARK NUMBER TWO AND THE AZIMUTH MARK
 CG1100'FOUND NOT STAMPED ACCORDING TO SPECIFICATIONS.  A MORE DETAILED
 CG1100'DESCRIPTION FOLLOWS--
 CG1100'
 CG1100'THE STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF TUCSON, 17
 CG1100'MILES SOUTHEAST OF KITT PEAK OBSERVATORY, AND 3-1/2 MILES EAST
 CG1100'OF STATE HIGHWAY 86, ON THE HIGHEST PEAK AT THE WEST END OF THE
 CG1100'BLACK HILLS LYING JUST NORTH OF CERRO PRIETO WASH.  THERE IS A
 CG1100'HIGHER PEAK ABOUT 2 MILES SOUTHEAST AND A SMALL LONE HILL ABOUT 1
 CG1100'MILE WEST.
 CG1100'
 CG1100'TO REACH FROM THE STORE AND FILLING STATION AT ROBLES JUNCTION
 CG1100'(THE JUNCTION OF STATE HIGHWAYS 86 AND 286) LOCATED 22 MILES
 CG1100'WEST-SOUTHWEST OF TUCSON, GO SOUTH 13.9 MILES ON STATE HIGHWAY
 CG1100'286 TO THE ENTRANCE TO PALO ALTO RANCH ON THE RIGHT.  CONTINUE
 CG1100'SOUTH 2.2 MILES TO A TRACK ROAD ON THE LEFT JUST AFTER CROSSING
 CG1100'A DRY WASH.  TURN LEFT AND GO EASTERLY 0.5 MILE TO A FORK.  TAKE
 CG1100'THE LEFT FORK AND CONTINUE EAST 1.3 MILES TO A GATE AND
 CG1100'RESERVOIR TANK.  PROCEED THROUGH THE GATE AND ON THE LEFT FORK
 CG1100'AROUND THE NORTH SIDE OF THE TANK 0.1 MILE TO ANOTHER GATE.
 CG1100'CONTINUE EAST-SOUTHEAST 1.2 MILES TO A GATE.  PASS
 CG1100'THROUGH AND GO 0.7 MILE TO THE SOUTH BASE OF THE EAST RIDGE
 CG1100'OF THE MOUNTAIN AND END OF TRUCK TRAVEL.  PACK NORTH UP THE
 CG1100'EAST RIDGE TO A 3-FOOT CAIRN ON THE CREST ABOUT 200 FEET BELOW
 CG1100'THE SUMMIT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE TO THE
 CG1100'SUMMIT AND THE STATION FOR A PACKING TIME OF 1 HOUR 15
 CG1100'MINUTES IN ALL.
 CG1100'
 CG1100'THE STATION MARK IS A STANDARD DISK STAMPED BALDY PK 1936 CEMENTED
 CG1100'IN A DRILL HOLE IN A BURIED BOULDER 3 FEET BY 2 FEET EXPOSED,
 CG1100'FLUSH WITH THE GROUND.
 CG1100'
 CG1100'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALDY PK
 CG1100'NO 1 1936 CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET BY 4 FEET
 CG1100'PROJECTING 2-1/2 FEET ON ITS WEST SIDE AND ABOUT 2 FEET LOWER THAN
 CG1100'THE STATION.
 CG1100'
 CG1100'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALDY PK
 CG1100'1936 CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET BY 5 FEET
 CG1100'PROJECTING 3 FEET ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS
 CG1100'AT THE TOP OF THE STEEP NORTH SLOPE OF THE MOUNTAIN.
 CG1100'
 CG1100'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALDY PK 1936 CEMENTED
 CG1100'IN A DRILL HOLE IN A BURIED BOULDER 3 FEET SQUARE PROJECTING
 CG1100'2-1/2 FEET ON ITS EAST SIDE AND FLUSH ON ITS WEST SIDE.  IT IS
 CG1100'ABOUT 10 FEET BELOW THE CREST OF THE RIDGE ON THE EAST SIDE, 1 FOOT
 CG1100'NORTH OF A 1-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0924 ***********************************************************************
 DU0924  DESIGNATION -  BALZ AZ MK
 DU0924  PID         -  DU0924
 DU0924  STATE/COUNTY-  AZ/MARICOPA
 DU0924  USGS QUAD   -  MESA (1982)
 DU0924
 DU0924                         *CURRENT SURVEY CONTROL
 DU0924  ___________________________________________________________________
 DU0924* NAD 83(1986)-  33 27 53.     (N)    111 52 00.     (W)     SCALED    
 DU0924* NAVD 88     -       372.47   (+/-2cm)    1222.0    (feet)  VERTCON   
 DU0924  ___________________________________________________________________
 DU0924  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0924
 DU0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0924
 DU0924.The horizontal coordinates were scaled from a topographic map and have
 DU0924.an estimated accuracy of +/- 6 seconds.
 DU0924
 DU0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0924.The vertical order pertains to the NGVD 29 superseded value.
 DU0924
 DU0924.The geoid height was determined by GEOID03.
 DU0924
 DU0924;                    North         East    Units  Estimated Accuracy
 DU0924;SPC AZ C     -   273,290.      218,010.      MT  (+/- 180 meters Scaled)
 DU0924
 DU0924                          SUPERSEDED SURVEY CONTROL
 DU0924
 DU0924  NGVD 29 (??/??/92)  371.895  (m)         1220.13   (f) ADJ UNCH    2 0
 DU0924
 DU0924.Superseded values are not recommended for survey control.
 DU0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0924.See file dsdata.txt to determine how the superseded data were derived.
 DU0924
 DU0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC194031(NAD 83)
 DU0924_MARKER: DZ = AZIMUTH MARK DISK
 DU0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0924_SP_SET: CONTROL BOX
 DU0924_STAMPING: BALZ 1963
 DU0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0924
 DU0924  HISTORY     - Date     Condition        Report By
 DU0924  HISTORY     - 1963     MONUMENTED       CGS
 DU0924  HISTORY     - 1971     GOOD             NGS
 DU0924
 DU0924                          STATION DESCRIPTION
 DU0924
 DU0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0924'3.5 MI E FROM SCOTTSDALE.
 DU0924'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0924'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE TO AGENCY ROAD AND THE
 DU0924'MARK IN THE SOUTHWEST INTERSECTION.  48 FEET SOUTH OF THE CENTER OF
 DU0924'EAST MCDOWELL ROAD, 33 FEET WEST OF THE CENTER OF AGENCY ROAD. THE
 DU0924'MARK IS SET IN THE TOP OF THE CONCRETE HEADWALL OF AN IRRIGATION
 DU0924'CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0922 ***********************************************************************
 DU0922  DESIGNATION -  BALZ RESET
 DU0922  PID         -  DU0922
 DU0922  STATE/COUNTY-  AZ/MARICOPA
 DU0922  USGS QUAD   -  MESA (1982)
 DU0922
 DU0922                         *CURRENT SURVEY CONTROL
 DU0922  ___________________________________________________________________
 DU0922* NAD 83(1992)-  33 27 36.87536(N)    111 51 57.15092(W)     ADJUSTED  
 DU0922* NAVD 88     -       367.94   (+/-2cm)    1207.1    (feet)  VERTCON   
 DU0922  ___________________________________________________________________
 DU0922  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DU0922  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0922
 DU0922  HORZ ORDER  -  SECOND
 DU0922  VERT ORDER  -  THIRD (See Below)
 DU0922
 DU0922.The horizontal coordinates were established by classical geodetic methods
 DU0922.and adjusted by the National Geodetic Survey in August 1993..
 DU0922
 DU0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0922.The vertical order pertains to the NGVD 29 superseded value.
 DU0922
 DU0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0922
 DU0922.The geoid height was determined by GEOID03.
 DU0922
 DU0922;                    North         East     Units Scale Factor Converg.
 DU0922;SPC AZ C     -   272,792.498   218,081.352   MT  0.99990027   +0 01 40.8
 DU0922;SPC AZ C     -   894,988.51    715,490.00   iFT  0.99990027   +0 01 40.8
 DU0922;UTM  12      - 3,702,646.679   419,534.895   MT  0.99967982   -0 28 38.8
 DU0922
 DU0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0922!SPC AZ C     -   0.99994690  x   0.99990027  =   0.99984718
 DU0922!UTM  12      -   0.99994690  x   0.99967982  =   0.99962674
 DU0922
 DU0922|---------------------------------------------------------------------|
 DU0922| PID    Reference Object                     Distance      Geod. Az  |
 DU0922|                                                           dddmmss.s |
 DU0922| DU0923 BALZ RM 1                            13.207 METERS 00010     |
 DU0922| DU2149 MESA MUNICIPAL TANK 2               APPROX. 5.4 KM 1425445.4 |
 DU0922| DU2150 MESA MUNICIPAL TANK 1               APPROX. 5.5 KM 1431550.7 |
 DU0922| DU0920 BALZ RM 2                            13.325 METERS 17939     |
 DU0922| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 7.2 KM 2545550.8 |
 DU0922| DU0925 BALZ RM 3                            24.455 METERS 31721     |
 DU0922| DU0924 BALZ AZ MK                                         3585110.7 |
 DU0922| CH6154 T1N R5E SEC 5 1/4 COR                              3594721.5 |
 DU0922|---------------------------------------------------------------------|
 DU0922
 DU0922                          SUPERSEDED SURVEY CONTROL
 DU0922
 DU0922  NAD 83(1986)-  33 27 36.86976(N)    111 51 57.15498(W) AD(       ) 2
 DU0922  NAD 27      -  33 27 36.70840(N)    111 51 54.63070(W) AD(       ) 2
 DU0922  NGVD 29 (03/28/06)  367.36   (m)         1205.2    (f) RESET       3  
 DU0922
 DU0922.Superseded values are not recommended for survey control.
 DU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0922.See file dsdata.txt to determine how the superseded data were derived.
 DU0922
 DU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1953502647(NAD 83)
 DU0922_MARKER: DS = TRIANGULATION STATION DISK
 DU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0922_STAMPING: BALZ 1963 1971
 DU0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0922+STABILITY: SURFACE MOTION
 DU0922
 DU0922  HISTORY     - Date     Condition        Report By
 DU0922  HISTORY     - 1963     MONUMENTED       CGS
 DU0922  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DU0922  HISTORY     - 1971     GOOD             NGS
 DU0922
 DU0922                          STATION DESCRIPTION
 DU0922
 DU0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0922'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH AND SOUTH
 DU0922'GRAVELED ROAD, 0.4 MILE SOUTH OF EAST MC DOWELL ROAD, 3.2 MILES
 DU0922'NORTH-NORTHWEST OF MESA, 4.2 MILES SOUTHEAST OF SCOTTSDALE AND ON
 DU0922'ROAD RIGHT-OF-WAY.
 DU0922'
 DU0922'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD AND
 DU0922'EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD FOR 3.5 MILES
 DU0922'TO A CROSSROAD AND THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST
 DU0922'CORNER OF THE INTERSECTION AND THE 1/4 SECTION MARK IS LOCATED IN
 DU0922'THE CENTER OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE
 DU0922'GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 DU0922'DESCRIBED.
 DU0922'
 DU0922'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BALZ 1963, SET
 DU0922'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE
 DU0922'THE GROUND SURFACE.  IT IS 3.0 FEET WEST OF A NORTH AND SOUTH
 DU0922'FENCE LINE, 3.8 FEET NORTHWEST OF A STANDARD METAL WITNESS POST
 DU0922'AND MARKER AND 28.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0922'GRAVELED ROAD.
 DU0922'
 DU0922'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALZ NO 1 1963, SET IN
 DU0922'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 DU0922'SURFACE.  IT IS 3.5 FEET WEST OF THE NORTH AND SOUTH FENCE LINE,
 DU0922'28.5 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 DU0922'46.7 FEET NORTH OF THE WITNESS POST.
 DU0922'
 DU0922'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALZ NO 2 1963, SET IN
 DU0922'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 DU0922'THE GROUND SURFACE.  IT IS 3.0 FEET WEST OF THE NORTH AND SOUTH
 DU0922'FENCE LINE, 28.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0922'GRAVELED ROAD AND 40.3 FEET SOUTH OF THE WITNESS POST.
 DU0922'
 DU0922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALZ 1963, CEMENTED
 DU0922'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN IRRIGATION DITCH
 DU0922'CONTROL BOX WHICH PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS
 DU0922'2.7 FEET NORTH OF A FENCE LINE, 11.0 FEET WEST-NORTHWEST OF A
 DU0922'FENCE CORNER, 20.5 FEET SOUTHWEST OF A POWERLINE POLE, 31.0 FEET
 DU0922'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 51.0
 DU0922'FEET SOUTH OF THE CENTERLINE OF EAST MC DOWELL ROAD.
 DU0922'
 DU0922'THE 1/4 SECTION MARK IS LOCATED IN THE CENTER OF THE INTERSECTION
 DU0922'ABOUT 60.0 FEET NORTH-NORTHEAST OF THE AZIMUTH MARK.  IT IS A 5/8
 DU0922'INCH ROD SET IN CONCRETE LOCATED ABOUT 6 INCHES BELOW THE ROAD
 DU0922'SURFACE IN A 10-INCH HAND HOLE WITH A STEEL LID.
 DU0922'
 DU0922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0922
 DU0922                          STATION RECOVERY (1971)
 DU0922
 DU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0922'THE UNDERGROUND STATION MARK, THE AZIMUTH MARK AND REFERENCE
 DU0922'MARK 1 WERE RECOVERED.  THE AZIMUTH MARK WAS REPAIRED IN PLACE,
 DU0922'REFERENCE MARK 1 HAS BEEN STRUCK BY MACHINERY BUT APPEARS TO BE
 DU0922'IN GOOD CONDITION.  A NEW STATION MARK AND REFERENCE MARK 3 WERE
 DU0922'ESTABLISHED AT THIS TIME.  DUE TO THE OVERLAPPING OF FARM WORK
 DU0922'AND ROAD MAINTENANCE OVER THE STATION MARK AND REFERENCE MRAK 1 A
 DU0922'REFERENCE MARK 3 RECOVERY POINT WAS ESTABLISHED.
 DU0922'
 DU0922'THE STATION MARK IS A STANDARD DISK STAMPED, BALZ 1963 1971.  IT IS
 DU0922'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT 1
 DU0922'FOOT BELOW THE GROUND SURFACE AT THE TOP OF THE GRADER DITCH.  IT
 DU0922'IS 25 FEET EAST OF THE CENTER OF AGENCY ROAD AND 1 FOOT WEST OF
 DU0922'THE WITNESS POST AND SIGN.
 DU0922'
 DU0922'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BALZ NO 1 1963.  IT IS
 DU0922'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU0922'FLUSH WITH THE GROUND SURFACE.  IT IS SET AT THE TOP OF THE EAST
 DU0922'GRADER DITCH, 24 FEET EAST OF THE CENTER OF AGENCY ROAD AND 43
 DU0922'1/2 FEET NORTH OF THE WITNESS POST.
 DU0922'
 DU0922'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BALZ NO 3 1963 1971.
 DU0922'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0922'1 INCH.  IT IS 40 FEET WEST OF THE CENTER OF AGENCY ROAD, 18 FEET
 DU0922'EAST OF THE SOUTHEASTERLY MOST OF SEVERAL TREES AND 1 FOOT EAST
 DU0922'OF A WITNESS POST AND SIGN.
 DU0922'
 DU0922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BALZ 1963.  IT IS SET
 DU0922'IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL IN THE SOUTHWEST
 DU0922'INTERSECTION OF EAST MC DOWELL ROAD AND AGENCY ROAD.
 DU0922'
 DU0922'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD AND
 DU0922'EAST MC DOWELL ROAD IN SCOTTSDALE, GO EAST ALONG EAST MC DOWELL
 DU0922'ROAD FOR 3-1/2 MILES TO AGENCY ROAD AND THE AZIMUTH MARK ON THE
 DU0922'RIGHT.  TURN RIGHT AND GO SOUTH ALONG AGENCY ROAD FOR 0.4 MILE
 DU0922'TO THE STATION ON THE LEFT.
 DU0922'
 DU0922'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0922'
 DU0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 DU0922'NORTH-NORTHWEST OF MESA
 DU0922
 DU0922                          STATION RECOVERY (1971)
 DU0922
 DU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0922'3.9 MI SE FROM SCOTTSDALE.
 DU0922'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0922'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0922'ALONG AGENCY ROAD TO THE MARK ON THE LEFT.  106 1/2 FEET SOUTHEAST OF
 DU0922'REFERENCE MARK 3, 43 1/2 FEET SOUTH OF REFERENCE MARK 1, 25 FEET EAST
 DU0922'OF THE CENTER OF AGENCY ROAD AND 1 FOOT WEST OF THE WITNESS POST. THE
 DU0922'MARK IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 1 FOOT
 DU0922'BELOW THE GROUND SURFACE AT THE TOP OF THE GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0923 ***********************************************************************
 DU0923  DESIGNATION -  BALZ RM 1
 DU0923  PID         -  DU0923
 DU0923  STATE/COUNTY-  AZ/MARICOPA
 DU0923  USGS QUAD   -  MESA (1982)
 DU0923
 DU0923                         *CURRENT SURVEY CONTROL
 DU0923  ___________________________________________________________________
 DU0923* NAD 83(1986)-  33 27 36.     (N)    111 51 57.     (W)     SCALED    
 DU0923* NAVD 88     -       368.11   (+/-2cm)    1207.7    (feet)  VERTCON   
 DU0923  ___________________________________________________________________
 DU0923  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0923
 DU0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0923
 DU0923.The horizontal coordinates were scaled from a topographic map and have
 DU0923.an estimated accuracy of +/- 6 seconds.
 DU0923
 DU0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0923.The vertical order pertains to the NGVD 29 superseded value.
 DU0923
 DU0923.The geoid height was determined by GEOID03.
 DU0923
 DU0923;                    North         East    Units  Estimated Accuracy
 DU0923;SPC AZ C     -   272,770.      218,090.      MT  (+/- 180 meters Scaled)
 DU0923
 DU0923                          SUPERSEDED SURVEY CONTROL
 DU0923
 DU0923  NGVD 29 (??/??/92)  367.530  (m)         1205.80   (f) ADJ UNCH    2 0
 DU0923
 DU0923.Superseded values are not recommended for survey control.
 DU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0923.See file dsdata.txt to determine how the superseded data were derived.
 DU0923
 DU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC195026(NAD 83)
 DU0923_MARKER: DR = REFERENCE MARK DISK
 DU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0923_STAMPING: BALZ NO 1 1963
 DU0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0923+STABILITY: SURFACE MOTION
 DU0923
 DU0923  HISTORY     - Date     Condition        Report By
 DU0923  HISTORY     - 1963     MONUMENTED       CGS
 DU0923  HISTORY     - 1971     GOOD             NGS
 DU0923
 DU0923                          STATION DESCRIPTION
 DU0923
 DU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0923'3.9 MI SE FROM SCOTTSDALE.
 DU0923'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0923'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0923'ALONG AGENCY ROAD TO THE MARK ON THE LEFT.  43.3 FEET NORTH OF THE
 DU0923'STATION, 43 1/2 FEET NORTH OF THE WITNESS POST, 80.2 FEET SOUTHEAST OF
 DU0923'REFERENCE MARK 3 AND 24 FEET EAST OF THE CENTER OF AGENCY ROAD. THE
 DU0923'ROAD MARK IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DU0923'ABOUT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0925 ***********************************************************************
 DU0925  DESIGNATION -  BALZ RM 3
 DU0925  PID         -  DU0925
 DU0925  STATE/COUNTY-  AZ/MARICOPA
 DU0925  USGS QUAD   -  MESA (1982)
 DU0925
 DU0925                         *CURRENT SURVEY CONTROL
 DU0925  ___________________________________________________________________
 DU0925* NAD 83(1986)-  33 27 36.     (N)    111 51 57.     (W)     SCALED    
 DU0925* NAVD 88     -       367.55   (+/-2cm)    1205.9    (feet)  VERTCON   
 DU0925  ___________________________________________________________________
 DU0925  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0925
 DU0925  VERT ORDER  -  THIRD (See Below)
 DU0925
 DU0925.The horizontal coordinates were scaled from a topographic map and have
 DU0925.an estimated accuracy of +/- 6 seconds.
 DU0925
 DU0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0925.The vertical order pertains to the NGVD 29 superseded value.
 DU0925
 DU0925.The geoid height was determined by GEOID03.
 DU0925
 DU0925;                    North         East    Units  Estimated Accuracy
 DU0925;SPC AZ C     -   272,770.      218,090.      MT  (+/- 180 meters Scaled)
 DU0925
 DU0925                          SUPERSEDED SURVEY CONTROL
 DU0925
 DU0925  NGVD 29 (??/??/??)  366.97   (m)         1204.0    (f) RESET       3  
 DU0925
 DU0925.Superseded values are not recommended for survey control.
 DU0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0925.See file dsdata.txt to determine how the superseded data were derived.
 DU0925
 DU0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC195026(NAD 83)
 DU0925_MARKER: DR = REFERENCE MARK DISK
 DU0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0925_STAMPING: BALZ NO 3 1963 1971
 DU0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0925+STABILITY: SURFACE MOTION
 DU0925
 DU0925  HISTORY     - Date     Condition        Report By
 DU0925  HISTORY     - 1971     MONUMENTED       NGS
 DU0925
 DU0925                          STATION DESCRIPTION
 DU0925
 DU0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0925'3.9 MI SE FROM SCOTTSDALE.
 DU0925'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0925'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0925'ALONG AGENCY ROAD TO THE MARK ON THE RIGHT.  106 1/2 FEET NORTHWEST OF
 DU0925'THE STATION, 80.2 FEET WEST OF REFERENCE MARK 1, 40 FEET WEST OF THE
 DU0925'CENTER OF AGENCY ROAD AND 18 FEET EAST OF THE SOUTHEASTERLY MOST OF
 DU0925'SEVERAL TREES.  THE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE
 DU0925'MONUMENT WHICH PROJECTS 1 INCH.  THE MARK IS 1 FOOT EAST OF A WITNESS
 DU0925'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0510 ***********************************************************************
 ER0510  DESIGNATION -  BAN
 ER0510  PID         -  ER0510
 ER0510  STATE/COUNTY-  AZ/APACHE
 ER0510  USGS QUAD   -  VERNON (1971)
 ER0510
 ER0510                         *CURRENT SURVEY CONTROL
 ER0510  ___________________________________________________________________
 ER0510* NAD 83(1992)-  34 16 11.38495(N)    109 43 42.26946(W)     ADJUSTED  
 ER0510* NAVD 88     -      2114.0    (meters)    6936.     (feet)  VERTCON   
 ER0510  ___________________________________________________________________
 ER0510  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 ER0510  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0510
 ER0510  HORZ ORDER  -  SECOND
 ER0510
 ER0510.The horizontal coordinates were established by classical geodetic methods
 ER0510.and adjusted by the National Geodetic Survey in August 1993..
 ER0510
 ER0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0510
 ER0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0510
 ER0510.The geoid height was determined by GEOID03.
 ER0510
 ER0510;                    North         East     Units Scale Factor Converg.
 ER0510;SPC AZ E     -   362,668.519   253,716.056   MT  0.99992007   +0 14 48.4
 ER0510;SPC AZ E     - 1,189,857.35    832,401.76   iFT  0.99992007   +0 14 48.4
 ER0510;UTM  12      - 3,792,806.273   617,059.693   MT  0.99976891   +0 42 58.0
 ER0510
 ER0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0510!SPC AZ E     -   0.99967188  x   0.99992007  =   0.99959197
 ER0510!UTM  12      -   0.99967188  x   0.99976891  =   0.99944086
 ER0510
 ER0510:                Primary Azimuth Mark                     Grid Az
 ER0510:SPC AZ E     -  OJO                                      084 44 40.1
 ER0510:UTM  12      -  OJO                                      084 16 30.5
 ER0510
 ER0510|---------------------------------------------------------------------|
 ER0510| PID    Reference Object                     Distance      Geod. Az  |
 ER0510|                                                           dddmmss.s |
 ER0510| ER0508 OJO                                 APPROX. 3.3 KM 0845928.5 |
 ER0510| CD1547 BAN RM 1                             10.561 METERS 08938     |
 ER0510| CD1548 BAN RM 2                             10.538 METERS 26814     |
 ER0510|---------------------------------------------------------------------|
 ER0510
 ER0510                          SUPERSEDED SURVEY CONTROL
 ER0510
 ER0510  NAD 83(1986)-  34 16 11.38247(N)    109 43 42.27683(W) AD(       ) 2
 ER0510  NAD 27      -  34 16 11.22950(N)    109 43 39.91312(W) AD(       ) 2
 ER0510  NGVD 29 (07/19/86) 2113.1    (m)         6933.     (f) VERT ANG       
 ER0510
 ER0510.Superseded values are not recommended for survey control.
 ER0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0510.See file dsdata.txt to determine how the superseded data were derived.
 ER0510
 ER0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1706092806(NAD 83)
 ER0510_MARKER: DD = SURVEY DISK
 ER0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0510+STABILITY: SURFACE MOTION
 ER0510
 ER0510  HISTORY     - Date     Condition        Report By
 ER0510  HISTORY     - 1979     MONUMENTED       AZDT
 ER0510  HISTORY     - 20050729 GOOD             USPSQD
 ER0510
 ER0510                          STATION DESCRIPTION
 ER0510
 ER0510'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0510'THE STATION IS LOCATED ABOUT 27 1/2 MILES WEST-NORTHWEST OF
 ER0510'SPRINGERVILLE, 2 MILES WEST OF THE ROAD TO VERNON ARIZONA.
 ER0510'
 ER0510'THE STATION MARK IS AN ADOT DISK STAMPED---BAN 1979---IT IS SET IN TOP
 ER0510'OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BAN RM 1 1979---IT IS SET
 ER0510'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BAN RM2 1979---IT IS SET IN
 ER0510'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'TO REACH THE STATION FROM SPRINGERVILLE, TRAVEL NORTHWEST ALONG U.S.
 ER0510'HIGHWAY 60 ABAOUT 5 MILES TO INTERSECTION OF HIGHWAYS 60, 666 AND 180,
 ER0510'TRAVEL WEST ALONG U.S. 60 TO MILE POST 359.25 AND STATION ON LEFT, 77
 ER0510'FEET SOUTH OF CENTERLINE.
 ER0510
 ER0510                          STATION RECOVERY (2005)
 ER0510
 ER0510'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0888 ***********************************************************************
 ES0888  DESIGNATION -  BANK
 ES0888  PID         -  ES0888
 ES0888  STATE/COUNTY-  AZ/NAVAJO
 ES0888  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0888
 ES0888                         *CURRENT SURVEY CONTROL
 ES0888  ___________________________________________________________________
 ES0888* NAD 83(1992)-  34 21 10.48906(N)    110 41 56.04453(W)     ADJUSTED  
 ES0888* NAVD 88     -      2204.0    (meters)    7231.     (feet)  VERTCON   
 ES0888  ___________________________________________________________________
 ES0888  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ES0888  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0888
 ES0888  HORZ ORDER  -  SECOND
 ES0888
 ES0888.The horizontal coordinates were established by classical geodetic methods
 ES0888.and adjusted by the National Geodetic Survey in August 1993..
 ES0888
 ES0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0888
 ES0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0888
 ES0888.The geoid height was determined by GEOID03.
 ES0888
 ES0888;                    North         East     Units Scale Factor Converg.
 ES0888;SPC AZ E     -   371,925.409   164,398.536   MT  0.99992954   -0 18 01.2
 ES0888;SPC AZ E     - 1,220,227.72    539,365.28   iFT  0.99992954   -0 18 01.2
 ES0888;SPC AZ C     -   372,468.939   325,387.493   MT  1.00005465   +0 41 14.1
 ES0888;SPC AZ C     - 1,222,010.95  1,067,544.27   iFT  1.00005465   +0 41 14.1
 ES0888;UTM  12      - 3,801,328.524   527,690.345   MT  0.99960945   +0 10 11.7
 ES0888
 ES0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0888!SPC AZ E     -   0.99965788  x   0.99992954  =   0.99958745
 ES0888!SPC AZ C     -   0.99965788  x   1.00005465  =   0.99971251
 ES0888!UTM  12      -   0.99965788  x   0.99960945  =   0.99926747
 ES0888
 ES0888|---------------------------------------------------------------------|
 ES0888| PID    Reference Object                     Distance      Geod. Az  |
 ES0888|                                                           dddmmss.s |
 ES0888| ES0901 FORK                                397.743 METERS 03730     |
 ES0888| ES0892 BROOK                               APPROX. 0.5 KM 2350414.7 |
 ES0888|---------------------------------------------------------------------|
 ES0888
 ES0888                          SUPERSEDED SURVEY CONTROL
 ES0888
 ES0888  NAD 83(1986)-  34 21 10.48304(N)    110 41 56.04933(W) AD(       ) 2
 ES0888  NGVD 29 (08/03/87) 2203.0    (m)         7228.     (f) VERT ANG       
 ES0888
 ES0888.Superseded values are not recommended for survey control.
 ES0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0888.See file dsdata.txt to determine how the superseded data were derived.
 ES0888
 ES0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2769001329(NAD 83)
 ES0888_MARKER: DS = TRIANGULATION STATION DISK
 ES0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0888+STABILITY: SURFACE MOTION
 ES0888
 ES0888  HISTORY     - Date     Condition        Report By
 ES0888  HISTORY     - 1984     MONUMENTED       AZDT
 ES0888  HISTORY     - 19971011 GOOD             USPSQD
 ES0888
 ES0888                          STATION DESCRIPTION
 ES0888
 ES0888'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0888'THE STATION IS LOCATED 8 MILE SOUTHWEST OF HEBER ALONG THE SOUTH SIDE
 ES0888'OF STATE ROUTE 260.
 ES0888'
 ES0888'THE STATION MARK IS AN AZDT DISK STAMPED---BANK 1984---.  IT IS SET IN
 ES0888'TOP OF A 10 INCH CONCRETE MONUMENT 54 FEET NORTHWEST OF THE RIGHT OF
 ES0888'WAY FENCE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 4
 ES0888'FEET NORTHWEST OF THE WITNESS POST.
 ES0888'
 ES0888'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0888'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.3 MILES TO
 ES0888'MILE POST 294.6 AND THE STATION ON THE LEFT.
 ES0888
 ES0888                          STATION RECOVERY (1997)
 ES0888
 ES0888'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0230 ***********************************************************************
 DB0230  DESIGNATION -  BANK 2
 DB0230  PID         -  DB0230
 DB0230  STATE/COUNTY-  AZ/YUMA
 DB0230  USGS QUAD   -  YUMA EAST (1994)
 DB0230
 DB0230                         *CURRENT SURVEY CONTROL
 DB0230  ___________________________________________________________________
 DB0230* NAD 83(1992)-  32 40 37.61514(N)    114 32 04.44380(W)     ADJUSTED  
 DB0230* NAVD 88     -        66.00   (+/-2cm)     216.5    (feet)  VERTCON   
 DB0230  ___________________________________________________________________
 DB0230  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DB0230  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0230
 DB0230  HORZ ORDER  -  SECOND
 DB0230  VERT ORDER  -  THIRD (See Below)
 DB0230
 DB0230.The horizontal coordinates were established by classical geodetic methods
 DB0230.and adjusted by the National Geodetic Survey in August 1993..
 DB0230
 DB0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0230.The vertical order pertains to the NGVD 29 superseded value.
 DB0230
 DB0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0230
 DB0230.The geoid height was determined by GEOID03.
 DB0230
 DB0230;                    North         East     Units Scale Factor Converg.
 DB0230;SPC AZ W     -   186,224.907   139,777.668   MT  1.00000007   -0 25 25.0
 DB0230;SPC AZ W     -   610,974.10    458,588.15   iFT  1.00000007   -0 25 25.0
 DB0230;SPC CA 6     -   557,934.060 2,160,889.892   MT  1.00001937   +0 56 33.6
 DB0230;SPC CA 6     - 1,830,488.66  7,089,519.59   sFT  1.00001937   +0 56 33.6
 DB0230;UTM  11      - 3,618,179.193   731,175.608   MT  1.00025903   +1 19 54.1
 DB0230
 DB0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0230!SPC AZ W     -   0.99999495  x   1.00000007  =   0.99999502
 DB0230!SPC CA 6     -   0.99999495  x   1.00001937  =   1.00001432
 DB0230!UTM  11      -   0.99999495  x   1.00025903  =   1.00025398
 DB0230
 DB0230|---------------------------------------------------------------------|
 DB0230| PID    Reference Object                     Distance      Geod. Az  |
 DB0230|                                                           dddmmss.s |
 DB0230| DB0233 BANK RM 2 RESET                      23.019 METERS 05148     |
 DB0230| DB0231 BANK                                306.406 METERS 16707     |
 DB0230| DB0229 BANK 2 RM 4                          17.489 METERS 24711     |
 DB0230| CE9721 BANK AZ MK                                         2553843.3 |
 DB0230|---------------------------------------------------------------------|
 DB0230
 DB0230                          SUPERSEDED SURVEY CONTROL
 DB0230
 DB0230  NAD 83(1986)-  32 40 37.62437(N)    114 32 04.45294(W) AD(       ) 2
 DB0230  NAD 27      -  32 40 37.45693(N)    114 32 01.63510(W) AD(       ) 2
 DB0230  NGVD 29 (??/??/??)   65.34   (m)          214.4    (f) RESET       3  
 DB0230
 DB0230.Superseded values are not recommended for survey control.
 DB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0230.See file dsdata.txt to determine how the superseded data were derived.
 DB0230
 DB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3117618179(NAD 83)
 DB0230_MARKER: DE = TRAVERSE STATION DISK
 DB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0230_STAMPING: BANK 2 RESET BM 1966
 DB0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0230+STABILITY: SURFACE MOTION
 DB0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0230+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 DB0230
 DB0230  HISTORY     - Date     Condition        Report By
 DB0230  HISTORY     - 1966     MONUMENTED       AZHD
 DB0230  HISTORY     - 1967     GOOD             NGS
 DB0230  HISTORY     - 1981     GOOD             NGS
 DB0230  HISTORY     - 20060407 GOOD             INDIV
 DB0230
 DB0230                          STATION DESCRIPTION
 DB0230
 DB0230'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB0230'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF YUMA, 0.8
 DB0230'MILE WEST OF ARABY RAILROAD SIDING AND LOADING PENS, AND 80
 DB0230'FEET SOUTH OF EL PASO NATIONAL GAS LINE AND MAINTENANCE ROAD.
 DB0230'
 DB0230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DB0230'ARABY ROAD, 4 MILES SOUTH AND 6 MILES EAST OF YUMA, PROCEED
 DB0230'NORTH ON ARABY ROAD 0.65 MILE, 0.25 MILE NORTH OF ARABY SIDING
 DB0230'AND LOADING PENS, TURN LEFT, WEST, ALONG DIRT MAINTENANCE ROAD
 DB0230'FOR EL PASO GAS COMPANY LINE FOR 0.95 MILES, TURN LEFT, SOUTH,
 DB0230'PROCEED 80 FEET TO STATION SITE.
 DB0230'
 DB0230'THE MARK IS A STANDARD TRAVERSE MARK STAMPED BANK 2 RESET BM 1966
 DB0230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 DB0230'IT IS 5.1 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0230'
 DB0230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANK NO 2 RESET 1966
 DB0230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 DB0230'IT IS 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0230'
 DB0230'REFERENCE MARK 4 IS STAMPED BANK 2 RESET NO 4 BM 1966 SET IN A
 DB0230'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 7 INCHES.  A WITNESS
 DB0230'POST AND SIGN WERE SET NEAR MARK.
 DB0230'
 DB0230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANK 1960 SET IN A
 DB0230'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.  IT IS LOCATED
 DB0230'42 PACES NORTH OF A TRACK ROAD AND 3 FEET EAST OF A METAL
 DB0230'WITNESS POST WITH SIGN ATTACHED.
 DB0230
 DB0230                          STATION RECOVERY (1967)
 DB0230
 DB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0230'0.8 MI W FROM ARABY.
 DB0230'ABOUT 0.85 WEST ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY
 DB0230'FROM THE STATION AT ARABY, 80 FEET SOUTH OF THE EL PASO NATIONAL
 DB0230'GAS LINE AND MAINTENENCE ROAD, SET IN THE TOP OF A CONCRETE
 DB0230'POST PROJECTING 8 INCHES, 5 FEET SOUTH OF A METAL WITNESS
 DB0230'SIGNPOST.
 DB0230
 DB0230                          STATION RECOVERY (1981)
 DB0230
 DB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0230'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1966.
 DB0230
 DB0230                          STATION RECOVERY (2006)
 DB0230
 DB0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0230'FOUND MONUMENT INTACT, HOWEVER IT SHOULD BE NOTED THAT IT IS
 DB0230'ORIENTATED TO THE SOUTH INSTEAD OF TO THE NORTH WHICH IS THE NORMALLY
 DB0230'ACCEPTED STANDARD ORIENTATION FOR SURVEY MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0229 ***********************************************************************
 DB0229  DESIGNATION -  BANK 2 RM 4
 DB0229  PID         -  DB0229
 DB0229  STATE/COUNTY-  AZ/YUMA
 DB0229  USGS QUAD   -  YUMA EAST (1994)
 DB0229
 DB0229                         *CURRENT SURVEY CONTROL
 DB0229  ___________________________________________________________________
 DB0229* NAD 83(1986)-  32 40 36.     (N)    114 32 04.     (W)     SCALED    
 DB0229* NAVD 88     -        65.71   (+/-2cm)     215.6    (feet)  VERTCON   
 DB0229  ___________________________________________________________________
 DB0229  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0229
 DB0229  VERT ORDER  -  THIRD (See Below)
 DB0229
 DB0229.The horizontal coordinates were scaled from a topographic map and have
 DB0229.an estimated accuracy of +/- 6 seconds.
 DB0229
 DB0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0229.The vertical order pertains to the NGVD 29 superseded value.
 DB0229
 DB0229.The geoid height was determined by GEOID03.
 DB0229
 DB0229;                    North         East    Units  Estimated Accuracy
 DB0229;SPC AZ W     -   186,180.      139,790.      MT  (+/- 180 meters Scaled)
 DB0229
 DB0229                          SUPERSEDED SURVEY CONTROL
 DB0229
 DB0229  NGVD 29 (??/??/??)   65.05   (m)          213.4    (f) RESET       3  
 DB0229
 DB0229.Superseded values are not recommended for survey control.
 DB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0229.See file dsdata.txt to determine how the superseded data were derived.
 DB0229
 DB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS311181(NAD 83)
 DB0229_MARKER: DR = REFERENCE MARK DISK
 DB0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0229_STAMPING: BANK 2 RESET NO 4 BM 1966
 DB0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0229+STABILITY: SURFACE MOTION
 DB0229
 DB0229  HISTORY     - Date     Condition        Report By
 DB0229  HISTORY     - 1966     MONUMENTED       AZHD
 DB0229  HISTORY     - 1967     GOOD             NGS
 DB0229
 DB0229                          STATION DESCRIPTION
 DB0229
 DB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0229'0.8 MI W FROM ARABY.
 DB0229'ABOUT 0.85 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DB0229'RIGHT-OF-WAY FROM THE STATION AT ARABY, 57.38 FEET NORTHEAST
 DB0229'OF THE STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0229'7 INCHES, A METAL WITNESS POST WAS SET NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0232 ***********************************************************************
 DB0232  DESIGNATION -  BANK RM 2
 DB0232  PID         -  DB0232
 DB0232  STATE/COUNTY-  AZ/YUMA
 DB0232  USGS QUAD   -  YUMA EAST (1994)
 DB0232
 DB0232                         *CURRENT SURVEY CONTROL
 DB0232  ___________________________________________________________________
 DB0232* NAD 83(1986)-  32 40 27.     (N)    114 32 01.     (W)     SCALED    
 DB0232* NAVD 88     -        65.61   (+/-2cm)     215.3    (feet)  VERTCON   
 DB0232  ___________________________________________________________________
 DB0232  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0232
 DB0232  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0232
 DB0232.The horizontal coordinates were scaled from a topographic map and have
 DB0232.an estimated accuracy of +/- 6 seconds.
 DB0232
 DB0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0232.The vertical order pertains to the NGVD 29 superseded value.
 DB0232
 DB0232.The geoid height was determined by GEOID03.
 DB0232
 DB0232;                    North         East    Units  Estimated Accuracy
 DB0232;SPC AZ W     -   185,900.      139,870.      MT  (+/- 180 meters Scaled)
 DB0232
 DB0232                          SUPERSEDED SURVEY CONTROL
 DB0232
 DB0232  NGVD 29 (??/??/??)   64.947  (m)          213.08   (f) ADJUSTED    1 2
 DB0232
 DB0232.Superseded values are not recommended for survey control.
 DB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0232.See file dsdata.txt to determine how the superseded data were derived.
 DB0232
 DB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS312178(NAD 83)
 DB0232_MARKER: DR = REFERENCE MARK DISK
 DB0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0232_STAMPING: BANK NO 2 1960
 DB0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0232+STABILITY: SURFACE MOTION
 DB0232
 DB0232  HISTORY     - Date     Condition        Report By
 DB0232  HISTORY     - 1960     MONUMENTED       CGS
 DB0232
 DB0232                          STATION DESCRIPTION
 DB0232
 DB0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0232'0.8 MI W FROM ARABY.
 DB0232'0.85 MILE WEST ALONG THE NORTH SIDE OF THE SOUTHERN PACIFIC
 DB0232'RAILROAD FROM THE STATION AT ARABY, 70.03 FEET WEST OF THE
 DB0232'STATION MARK, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DB0232'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0233 ***********************************************************************
 DB0233  DESIGNATION -  BANK RM 2 RESET
 DB0233  PID         -  DB0233
 DB0233  STATE/COUNTY-  AZ/YUMA
 DB0233  USGS QUAD   -  YUMA EAST (1994)
 DB0233
 DB0233                         *CURRENT SURVEY CONTROL
 DB0233  ___________________________________________________________________
 DB0233* NAD 83(1986)-  32 40 28.     (N)    114 32 01.     (W)     SCALED    
 DB0233* NAVD 88     -        64.94   (+/-2cm)     213.1    (feet)  VERTCON   
 DB0233  ___________________________________________________________________
 DB0233  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0233
 DB0233  VERT ORDER  -  THIRD (See Below)
 DB0233
 DB0233.The horizontal coordinates were scaled from a topographic map and have
 DB0233.an estimated accuracy of +/- 6 seconds.
 DB0233
 DB0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0233.The vertical order pertains to the NGVD 29 superseded value.
 DB0233
 DB0233.The geoid height was determined by GEOID03.
 DB0233
 DB0233;                    North         East    Units  Estimated Accuracy
 DB0233;SPC AZ W     -   185,930.      139,870.      MT  (+/- 180 meters Scaled)
 DB0233
 DB0233                          SUPERSEDED SURVEY CONTROL
 DB0233
 DB0233  NGVD 29 (??/??/??)   64.28   (m)          210.9    (f) RESET       3  
 DB0233
 DB0233.Superseded values are not recommended for survey control.
 DB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0233.See file dsdata.txt to determine how the superseded data were derived.
 DB0233
 DB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS312178(NAD 83)
 DB0233_MARKER: DB = BENCH MARK DISK
 DB0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0233_STAMPING: BANK NO 2 1966 RESET
 DB0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0233+STABILITY: SURFACE MOTION
 DB0233
 DB0233  HISTORY     - Date     Condition        Report By
 DB0233  HISTORY     - 1966     MONUMENTED       CGS
 DB0233  HISTORY     - 1967     GOOD             NGS
 DB0233
 DB0233                          STATION DESCRIPTION
 DB0233
 DB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0233'0.8 MI W FROM ARABY.
 DB0233'ABOUT 0.85 WEST ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY
 DB0233'FROM THE STATION AT ARABY, 75.72 FEET SOUTHWEST OF THE
 DB0233'STATION, 2 FEET NORTH OF A METAL WITNESS SIGNPOST, SET IN THE TOP
 DB0233'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1355 ***********************************************************************
 DB1355  DESIGNATION -  BANK RM 3
 DB1355  PID         -  DB1355
 DB1355  STATE/COUNTY-  AZ/YUMA
 DB1355  USGS QUAD   -  YUMA EAST (1994)
 DB1355
 DB1355                         *CURRENT SURVEY CONTROL
 DB1355  ___________________________________________________________________
 DB1355* NAD 83(1992)-  32 40 27.75378(N)    114 32 01.82493(W)     ADJUSTED  
 DB1355* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 DB1355  ___________________________________________________________________
 DB1355  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DB1355  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB1355
 DB1355  HORZ ORDER  -  SECOND
 DB1355
 DB1355.The horizontal coordinates were established by classical geodetic methods
 DB1355.and adjusted by the National Geodetic Survey in August 1993..
 DB1355
 DB1355.The orthometric height was scaled from a topographic map.
 DB1355
 DB1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1355
 DB1355.The geoid height was determined by GEOID03.
 DB1355
 DB1355;                    North         East     Units Scale Factor Converg.
 DB1355;SPC AZ W     -   185,920.630   139,843.652   MT  0.99999995   -0 25 23.5
 DB1355;SPC AZ W     -   609,975.82    458,804.63   iFT  0.99999995   -0 25 23.5
 DB1355;SPC CA 6     -   557,631.437 2,160,963.114   MT  1.00001992   +0 56 35.0
 DB1355;SPC CA 6     - 1,829,495.81  7,089,759.82   sFT  1.00001992   +0 56 35.0
 DB1355;UTM  11      - 3,617,877.002   731,250.902   MT  1.00025946   +1 19 55.1
 DB1355
 DB1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1355!SPC AZ W     -   0.99999501  x   0.99999995  =   0.99999496
 DB1355!SPC CA 6     -   0.99999501  x   1.00001992  =   1.00001493
 DB1355!UTM  11      -   0.99999501  x   1.00025946  =   1.00025446
 DB1355
 DB1355|---------------------------------------------------------------------|
 DB1355| PID    Reference Object                     Distance      Geod. Az  |
 DB1355|                                                           dddmmss.s |
 DB1355| DB0231 BANK                                  5.081 METERS 00036     |
 DB1355| DB0236 ARABY                               APPROX. 2.0 KM 0975132.2 |
 DB1355|---------------------------------------------------------------------|
 DB1355
 DB1355                          SUPERSEDED SURVEY CONTROL
 DB1355
 DB1355  NAD 83(1986)-  32 40 27.76319(N)    114 32 01.83416(W) AD(       ) 2
 DB1355  NAD 27      -  32 40 27.59540(N)    114 31 59.01650(W) AD(       ) 2
 DB1355
 DB1355.Superseded values are not recommended for survey control.
 DB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1355.See file dsdata.txt to determine how the superseded data were derived.
 DB1355
 DB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3125117877(NAD 83)
 DB1355_MARKER: I = METAL ROD
 DB1355_SETTING: 0 = UNSPECIFIED SETTING
 DB1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1355
 DB1355  HISTORY     - Date     Condition        Report By
 DB1355  HISTORY     - 1960     MONUMENTED       CGS
 DB1355
 DB1355                          STATION DESCRIPTION
 DB1355
 DB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1355'THE STATION IS 6.5 MILES SOUTHEAST OF YUMA, 0.8 MILE WEST OF
 DB1355'THE ARABY RAILROAD SIDING AND LOADING PENS, 84 FEET NORTH OF
 DB1355'THE SOUTHERN PACIFIC RAILROAD TRACKS AND ON THE TOP OF THE SAND
 DB1355'AND DIRT EMBANKMENT ALONG THE NORTH RIGHT OF WAY LINE.
 DB1355'
 DB1355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DB1355'ARABY ROAD, 4 MILES SOUTH AND 6 MILES EAST OF YUMA, PROCEED
 DB1355'NORTH ON ARABY ROAD FOR 0.4 MILE TO THE ARABY SIDING AND LOADING
 DB1355'PENS, TURN LEFT, WEST, ALONG THE NORTH SIDE OF THE CORRALS FOR
 DB1355'0.2 MILE TO THE NORTHWEST CORNER OF THE PENS, TURN LEFT,
 DB1355'BEARING WEST-SOUTHWEST, CROSS COUNTRY FOR 0.75 MILE TO THE
 DB1355'STATION SITE 5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DB1355'ATTACHED.
 DB1355'
 DB1355'THE STATION MARK IS A 1-INCH IRON PIPE DRIVEN INTO THE TOP OF THE
 DB1355'SAND DYKE.  IT PROJECTS 6 INCHES WITH A SLOTTED SCREW EMBEDED
 DB1355'IN CONCRETE IN ITS TOP.
 DB1355'
 DB1355'A 2-WHEEL DRIVE STATION.
 DB1355'
 DB1355'REFERENCE MARK NO. 3 ESTABLISHED AND OBSERVED FROM TO USE 4-FOOT
 DB1355'STAND RATHER THAN 10-FOOT STAND REQUIRED OVER THE TRUE STATION.
 DB1355'TRUE STATION OCCUPIED FOR AZIMUTH AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0403 ***********************************************************************
 CF0403  DESIGNATION -  BANNING
 CF0403  PID         -  CF0403
 CF0403  STATE/COUNTY-  AZ/COCHISE
 CF0403  USGS QUAD   -  BISBEE (1978)
 CF0403
 CF0403                         *CURRENT SURVEY CONTROL
 CF0403  ___________________________________________________________________
 CF0403* NAD 83(1992)-  31 28 16.45096(N)    109 58 16.04697(W)     ADJUSTED  
 CF0403* NAVD 88     -      1682.7    (meters)    5521.     (feet)  VERTCON   
 CF0403  ___________________________________________________________________
 CF0403  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 CF0403  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CF0403
 CF0403  HORZ ORDER  -  SECOND
 CF0403
 CF0403.The horizontal coordinates were established by classical geodetic methods
 CF0403.and adjusted by the National Geodetic Survey in August 1993..
 CF0403
 CF0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0403
 CF0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0403
 CF0403.The geoid height was determined by GEOID03.
 CF0403
 CF0403;                    North         East     Units Scale Factor Converg.
 CF0403;SPC AZ E     -    52,258.967   231,940.835   MT  0.99990426   +0 06 07.5
 CF0403;SPC AZ E     -   171,453.30    760,960.74   iFT  0.99990426   +0 06 07.5
 CF0403;UTM  12      - 3,482,286.853   597,738.803   MT  0.99971782   +0 32 13.9
 CF0403
 CF0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0403!SPC AZ E     -   0.99974016  x   0.99990426  =   0.99964444
 CF0403!UTM  12      -   0.99974016  x   0.99971782  =   0.99945805
 CF0403
 CF0403|---------------------------------------------------------------------|
 CF0403| PID    Reference Object                     Distance      Geod. Az  |
 CF0403|                                                           dddmmss.s |
 CF0403| CS6089 BANNING RM 1                         26.437 METERS 06909     |
 CF0403| CS6090 BANNING RM 2                         12.070 METERS 16930     |
 CF0403|---------------------------------------------------------------------|
 CF0403
 CF0403                          SUPERSEDED SURVEY CONTROL
 CF0403
 CF0403  NAD 83(1986)-  31 28 16.44455(N)    109 58 16.03958(W) AD(       ) 2
 CF0403  NGVD 29 (06/28/91) 1681.7    (m)         5517.     (f) VERT ANG       
 CF0403
 CF0403.Superseded values are not recommended for survey control.
 CF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0403.See file dsdata.txt to determine how the superseded data were derived.
 CF0403
 CF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9773982287(NAD 83)
 CF0403_MARKER: DS = TRIANGULATION STATION DISK
 CF0403_SETTING: 66 = SET IN ROCK OUTCROP
 CF0403_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0403+STABILITY: POSITION/ELEVATION WELL
 CF0403
 CF0403  HISTORY     - Date     Condition        Report By
 CF0403  HISTORY     - 1986     MONUMENTED       AZDT
 CF0403
 CF0403                          STATION DESCRIPTION
 CF0403
 CF0403'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0403'THE STATION IS LOCATED ON A HILL 3 MILES NORTHWEST OF BISBEE ALONG THE
 CF0403'SOUTHWEST SIDE OF U.S. HIGHWAY 80 AT MILE POST 337.3.
 CF0403'
 CF0403'THE STATION MARK IS AN AZDT DISK STAMPED---BANNING 1986.  IT IS SET IN
 CF0403'A DRILL HOLE IN BEDROCK.  IT IS 46 FEET SOUTH OF THE WITNESS POST.
 CF0403'
 CF0403'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BANNING RM 1 1986---.  IT
 CF0403'IS SET IN BEDROCK.
 CF0403'
 CF0403'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BANNING RM 2 1986---.  IT
 CF0403'IS SET IN BEDROCK.
 CF0403'
 CF0403'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CF0403'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CF0403'ALONG SR 90 FOR 16.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 80.  TRAVEL
 CF0403'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 4.7 MILES TO END OF TRUCK TRAVEL.
 CF0403'PACK SOUTHWEST ACROSS BANNING CREEK AND TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0950 ***********************************************************************
 FS0950  DESIGNATION -  BAR
 FS0950  PID         -  FS0950
 FS0950  STATE/COUNTY-  AZ/MOHAVE
 FS0950  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0950
 FS0950                         *CURRENT SURVEY CONTROL
 FS0950  ___________________________________________________________________
 FS0950* NAD 83(1992)-  35 48 17.49414(N)    114 32 22.52234(W)     ADJUSTED  
 FS0950* NAVD 88     -       712.834  (meters)    2338.69   (feet)  ADJUSTED  
 FS0950  ___________________________________________________________________
 FS0950  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS0950  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0950  DYNAMIC HT  -         712.093 (meters)    2336.26  (feet)  COMP
 FS0950  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FS0950
 FS0950  HORZ ORDER  -  SECOND
 FS0950  VERT ORDER  -  FIRST     CLASS II
 FS0950
 FS0950.The horizontal coordinates were established by classical geodetic methods
 FS0950.and adjusted by the National Geodetic Survey in August 1993..
 FS0950
 FS0950.The orthometric height was determined by differential leveling
 FS0950.and adjusted by the National Geodetic Survey in June 1991..
 FS0950
 FS0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0950
 FS0950.The geoid height was determined by GEOID03.
 FS0950
 FS0950.The dynamic height is computed by dividing the NAVD 88
 FS0950.geopotential number by the normal gravity value computed on the
 FS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0950.degrees latitude (g = 980.6199 gals.).
 FS0950
 FS0950.The modeled gravity was interpolated from observed gravity values.
 FS0950
 FS0950;                    North         East     Units Scale Factor Converg.
 FS0950;SPC AZ W     -   533,168.259   141,996.757   MT  0.99999607   -0 27 43.0
 FS0950;SPC AZ W     - 1,749,239.69    465,868.63   iFT  0.99999607   -0 27 43.0
 FS0950;UTM  11      - 3,965,098.446   722,317.707   MT  1.00020908   +1 26 24.0
 FS0950
 FS0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0950!SPC AZ W     -   0.99989257  x   0.99999607  =   0.99988864
 FS0950!UTM  11      -   0.99989257  x   1.00020908  =   1.00010162
 FS0950
 FS0950|---------------------------------------------------------------------|
 FS0950| PID    Reference Object                     Distance      Geod. Az  |
 FS0950|                                                           dddmmss.s |
 FS0950| FS0949 BAR RM 1                             10.728 METERS 14441     |
 FS0950| FS0954 BUILDER 2                           APPROX. 4.1 KM 3235806.7 |
 FS0950| FS0951 BAR RM 2                             10.658 METERS 32557     |
 FS0950| FS1344 1285 5                                5.095 METERS 35323     |
 FS0950|---------------------------------------------------------------------|
 FS0950
 FS0950                          SUPERSEDED SURVEY CONTROL
 FS0950
 FS0950  NAD 83(1986)-  35 48 17.48490(N)    114 32 22.51292(W) AD(       ) 2
 FS0950  NGVD 29 (11/23/90)  712.28   (m)         2336.9    (f) LEVELING    3  
 FS0950
 FS0950.Superseded values are not recommended for survey control.
 FS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0950.See file dsdata.txt to determine how the superseded data were derived.
 FS0950
 FS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231865098(NAD 83)
 FS0950_MARKER: DS = TRIANGULATION STATION DISK
 FS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0950_SP_SET: CONCRETE POST
 FS0950_STAMPING: BAR 1981
 FS0950_MARK LOGO: AZDT  
 FS0950_PROJECTION: FLUSH
 FS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0950+STABILITY: SURFACE MOTION
 FS0950
 FS0950  HISTORY     - Date     Condition        Report By
 FS0950  HISTORY     - 1981     MONUMENTED       AZDT
 FS0950  HISTORY     - 1982     GOOD             NGS
 FS0950
 FS0950                          STATION DESCRIPTION
 FS0950
 FS0950'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0950'THE STATION IS LOCATED 19 MILES SOUTHEAST OF HOVER DAM, 1.75 MILES
 FS0950'SOUTHEAST OF THE JUNCTION OF US HIGHWAY 93 AND TEMPLE BAR ROAD AND
 FS0950'ALONG THE SOUTHWEST SIDE OF US 93.
 FS0950'
 FS0950'THE STATION MARK IS AN ADOT DISK STAMPED, BAR 1981.  IT IS SET IN TOP
 FS0950'OF A 10 INCH CONCRETE MONUMENT.  93 FEET SOUTHWEST OF THE CENTERLINE
 FS0950'OF THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 FS0950'
 FS0950'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, BAR RM 1 1981.  IT IS SET IN
 FS0950'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0950'
 FS0950'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, BAR RM 2 1981.  IT IS SET IN
 FS0950'TOP A 10 INCH CONCRETE MONUMENT.
 FS0950'
 FS0950'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS0950'MILE ALONG STOCKTON ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US 66 FOR
 FS0950'2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS0950'NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL WASH,
 FS0950'CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN EXXON SERVICE STATION
 FS0950'ON THE RIGHT, CONTINUE NORTH FOR 6.25 MILES TO THE STATION ON LEFT
 FS0950'ABOVE A LOW HIGHWAY CUT.
 FS0950
 FS0950                          STATION RECOVERY (1982)
 FS0950
 FS0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0950'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0950'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0950'OF HOOVER DAM, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 20, 27.7 METERS
 FS0950'(91 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.2 METERS (43.5
 FS0950'FT) SOUTHWEST OF BENCH MARK 2338.24 BPR, 3.4 METERS (11.0 FT)
 FS0950'NORTHEAST OF A FENCE, 10.7 METERS (35 FT) SOUTHEAST OF RM 2, 10.7
 FS0950'METERS (35 FT) NORTHWEST OF RM 1.
 FS0950'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 FS0950'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0756 ***********************************************************************
 FQ0756  DESIGNATION -  BAR
 FQ0756  PID         -  FQ0756
 FQ0756  STATE/COUNTY-  AZ/COCONINO
 FQ0756  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0756
 FQ0756                         *CURRENT SURVEY CONTROL
 FQ0756  ___________________________________________________________________
 FQ0756* NAD 83(1992)-  35 01 46.65277(N)    110 55 03.95341(W)     ADJUSTED  
 FQ0756* NAVD 88     -      1586.8    (meters)    5206.     (feet)  VERTCON   
 FQ0756  ___________________________________________________________________
 FQ0756  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FQ0756  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FQ0756
 FQ0756  HORZ ORDER  -  SECOND
 FQ0756
 FQ0756.The horizontal coordinates were established by classical geodetic methods
 FQ0756.and adjusted by the National Geodetic Survey in August 1993..
 FQ0756
 FQ0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0756
 FQ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0756
 FQ0756.The geoid height was determined by GEOID03.
 FQ0756
 FQ0756;                    North         East     Units Scale Factor Converg.
 FQ0756;SPC AZ C     -   447,316.688   304,507.514   MT  1.00000236   +0 34 24.3
 FQ0756;SPC AZ C     - 1,467,574.44    999,040.40   iFT  1.00000236   +0 34 24.3
 FQ0756;UTM  12      - 3,876,331.548   507,501.390   MT  0.99960069   +0 02 49.9
 FQ0756
 FQ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0756!SPC AZ C     -   0.99975477  x   1.00000236  =   0.99975713
 FQ0756!UTM  12      -   0.99975477  x   0.99960069  =   0.99935556
 FQ0756
 FQ0756|---------------------------------------------------------------------|
 FQ0756| PID    Reference Object                     Distance      Geod. Az  |
 FQ0756|                                                           dddmmss.s |
 FQ0756| CD3969 BAR RM 1                             12.000 METERS 09823     |
 FQ0756| CD3970 BAR RM 2                             12.738 METERS 18555     |
 FQ0756| FQ0595 EAST                                APPROX. 9.0 KM 2663324.0 |
 FQ0756|---------------------------------------------------------------------|
 FQ0756
 FQ0756                          SUPERSEDED SURVEY CONTROL
 FQ0756
 FQ0756  NAD 83(1986)-  35 01 46.64640(N)    110 55 03.95588(W) AD(       ) 2
 FQ0756  NAD 27      -  35 01 46.58440(N)    110 55 01.45840(W) AD(       ) 2
 FQ0756  NGVD 29 (07/19/86) 1586.0    (m)         5203.     (f) VERT ANG       
 FQ0756
 FQ0756.Superseded values are not recommended for survey control.
 FQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0756.See file dsdata.txt to determine how the superseded data were derived.
 FQ0756
 FQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0750176332(NAD 83)
 FQ0756_MARKER: DS = TRIANGULATION STATION DISK
 FQ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0756
 FQ0756  HISTORY     - Date     Condition        Report By
 FQ0756  HISTORY     - 1958     MONUMENTED       CGS
 FQ0756
 FQ0756                          STATION DESCRIPTION
 FQ0756
 FQ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0756'THE STATION IS LOCATED ON THE TOP OF A BARE FLAT HILL THAT
 FQ0756'IS ABOUT 12 MILES WEST OF WINSLOW, 6 MILES EAST OF METEOR CRATER
 FQ0756'AND 2 MILES SOUTH OF MUD LAKE.
 FQ0756'
 FQ0756'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0756'ON U.S. HIGHWAY 66 FOR 19.0 MILES TO A SIGN METEOR CRATER AND
 FQ0756'T-ROAD ON THE LEFT, AND RIMMY JIMS STORE AND SERVICE STATION ON
 FQ0756'THE RIGHT, TURN LEFT, GO SOUTH AS PER SIGN TOWARD THE METEOR
 FQ0756'CRATER FOR 4.3 MILES TO A T-ROAD LEFT AND SIGN -T-, TURN
 FQ0756'LEFT, GO EAST ON THE GRADED ROAD FOR 1.2 MILES TO A GATE, PASS
 FQ0756'THROUGH THE GATE AND CONTINUE EAST AND SOUTHEAST ON THE
 FQ0756'GRADED ROAD FOR 1.9 MILES TO THE -T- RANCH BUILDINGS.  FROM
 FQ0756'HERE FOLLOW A TRACK ROAD NORTHEAST ALONG THE EAST SIDE OF AN
 FQ0756'AIRSTRIP FOR 0.7 MILE TO THE END OF THE RUNWAY, TURN RIGHT,
 FQ0756'FOLLOW THE TRACK ROAD EASTERLY FOR 2.9 MILES TO A
 FQ0756'WINDMILL AND THE REMAINS OF AN OLD BRIDGE ACROSS THE CREEK,
 FQ0756'CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.8 MILE TO A
 FQ0756'Y-FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST FOR 0.9
 FQ0756'MILE, HERE TURN RIGHT LEAVING THE TRACK ROAD AND GO
 FQ0756'WESTERLY FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0756'
 FQ0756'THE STATION MARK, STAMPED BAR 1958, IS A STANDARD DISK SET
 FQ0756'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 FQ0756'AND IS 23 FEET WEST OF A WITNESS SIGN POST.
 FQ0756'
 FQ0756'REFERENCE MARK NO. 1, STAMPED BAR NO 1 1958, IS A STANDARD
 FQ0756'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FQ0756'2 INCHES AND IS 16 FEET EAST OF A WITNESS SIGN POST.
 FQ0756'
 FQ0756'REFERENCE MARK NO. 2, STAMPED BAR NO 2 1958, IS A STANDARD
 FQ0756'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 5 INCHES
 FQ0756'BELOW THE SURFACE OF THE GROUND AND 46 FEET SOUTHWEST OF A
 FQ0756'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2176 ***********************************************************************
 DV2176  DESIGNATION -  BAR
 DV2176  PID         -  DV2176
 DV2176  STATE/COUNTY-  AZ/MARICOPA
 DV2176  USGS QUAD   -  WITTMANN (1981)
 DV2176
 DV2176                         *CURRENT SURVEY CONTROL
 DV2176  ___________________________________________________________________
 DV2176* NAD 83(1992)-  33 51 22.58590(N)    112 34 45.30329(W)     ADJUSTED  
 DV2176* NAVD 88     -       635.8    (meters)    2086.     (feet)  VERTCON   
 DV2176  ___________________________________________________________________
 DV2176  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV2176  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV2176
 DV2176  HORZ ORDER  -  SECOND
 DV2176
 DV2176.The horizontal coordinates were established by classical geodetic methods
 DV2176.and adjusted by the National Geodetic Survey in August 1993..
 DV2176
 DV2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2176
 DV2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2176
 DV2176.The geoid height was determined by GEOID03.
 DV2176
 DV2176;                    North         East     Units Scale Factor Converg.
 DV2176;SPC AZ C     -   316,910.687   152,050.004   MT  0.99994632   -0 22 08.9
 DV2176;SPC AZ C     - 1,039,733.23    498,851.72   iFT  0.99994632   -0 22 08.9
 DV2176;UTM  12      - 3,747,341.945   353,907.364   MT  0.99986311   -0 52 47.9
 DV2176
 DV2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2176!SPC AZ C     -   0.99990484  x   0.99994632  =   0.99985116
 DV2176!UTM  12      -   0.99990484  x   0.99986311  =   0.99976796
 DV2176
 DV2176|---------------------------------------------------------------------|
 DV2176| PID    Reference Object                     Distance      Geod. Az  |
 DV2176|                                                           dddmmss.s |
 DV2176| CH4271 BAR RM 1                              6.928 METERS 10424     |
 DV2176| CH4272 BAR RM 2                              7.864 METERS 27426     |
 DV2176| DV2177 TIE                                 APPROX. 3.8 KM 2820820.1 |
 DV2176|---------------------------------------------------------------------|
 DV2176
 DV2176                          SUPERSEDED SURVEY CONTROL
 DV2176
 DV2176  NAD 83(1986)-  33 51 22.58287(N)    112 34 45.30718(W) AD(       ) 2
 DV2176  NAD 27      -  33 51 22.45753(N)    112 34 42.67501(W) AD(       ) 2
 DV2176  NGVD 29 (07/19/86)  635.2    (m)         2084.     (f) VERT ANG       
 DV2176
 DV2176.Superseded values are not recommended for survey control.
 DV2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2176.See file dsdata.txt to determine how the superseded data were derived.
 DV2176
 DV2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5390747342(NAD 83)
 DV2176_MARKER: DD = SURVEY DISK
 DV2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2176+STABILITY: SURFACE MOTION
 DV2176
 DV2176  HISTORY     - Date     Condition        Report By
 DV2176  HISTORY     - 1976     MONUMENTED       AZDT
 DV2176  HISTORY     - 19910819 GOOD             MCDOT
 DV2176  HISTORY     - 19990109 GOOD             USPSQD
 DV2176  HISTORY     - 20000109 GOOD             USPSQD
 DV2176
 DV2176                          STATION DESCRIPTION
 DV2176
 DV2176'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2176'STATION IS ABOUT 2.3 MILES EAST OF MORRISTOWN IN THE NORTH
 DV2176'R/W OF ARIZONA HWY. 74.
 DV2176'
 DV2176'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BAR 1976 AND
 DV2176'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 150 FEET
 DV2176'NORTH OF HIGHWAY CENTERLINE AND NEXT TO R/W FENCE, MARKED BY A
 DV2176'WITNESS POST AND SIGN.
 DV2176'
 DV2176'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BAR RM
 DV2176'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2176'PROJECTING 7 INCHES AND IS JUST INSIDE THE R/W FENCE.
 DV2176'
 DV2176'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BAR RM
 DV2176'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 DV2176'3 INCHES AND JUST INSIDE R/W FENCE.
 DV2176'
 DV2176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2176'ARIZONA HWY. 74, 0.8 MILE NORTHWEST OF MORRISTOWN, TRAVEL EAST
 DV2176'ON HWY. 74 FOR 3.30 MILES TO STATION ON THE LEFT (NORTH).
 DV2176'
 DV2176'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2176
 DV2176                          STATION RECOVERY (1991)
 DV2176
 DV2176'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2176'ALL MARKS BAR, BAR RM1, AND BAR RM2 ARE IN GOOD CONDITION.
 DV2176
 DV2176                          STATION RECOVERY (1999)
 DV2176
 DV2176'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2176'RECOVERED IN GOOD CONDITION.
 DV2176
 DV2176                          STATION RECOVERY (2000)
 DV2176
 DV2176'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0949 ***********************************************************************
 FS0949  DESIGNATION -  BAR RM 1
 FS0949  PID         -  FS0949
 FS0949  STATE/COUNTY-  AZ/MOHAVE
 FS0949  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0949
 FS0949                         *CURRENT SURVEY CONTROL
 FS0949  ___________________________________________________________________
 FS0949* NAD 83(1986)-  35 48 20.     (N)    114 32 27.     (W)     SCALED    
 FS0949* NAVD 88     -       712.649  (meters)    2338.08   (feet)  ADJUSTED  
 FS0949  ___________________________________________________________________
 FS0949  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0949  DYNAMIC HT  -         711.909 (meters)    2335.65  (feet)  COMP
 FS0949  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 FS0949
 FS0949  VERT ORDER  -  FIRST     CLASS II
 FS0949
 FS0949.The horizontal coordinates were scaled from a topographic map and have
 FS0949.an estimated accuracy of +/- 6 seconds.
 FS0949
 FS0949.The orthometric height was determined by differential leveling
 FS0949.and adjusted by the National Geodetic Survey in June 1991..
 FS0949
 FS0949.The geoid height was determined by GEOID03.
 FS0949
 FS0949.The dynamic height is computed by dividing the NAVD 88
 FS0949.geopotential number by the normal gravity value computed on the
 FS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0949.degrees latitude (g = 980.6199 gals.).
 FS0949
 FS0949.The modeled gravity was interpolated from observed gravity values.
 FS0949
 FS0949;                    North         East    Units  Estimated Accuracy
 FS0949;SPC AZ W     -   533,250.      141,890.      MT  (+/- 180 meters Scaled)
 FS0949
 FS0949                          SUPERSEDED SURVEY CONTROL
 FS0949
 FS0949.No superseded survey control is available for this station.
 FS0949
 FS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV222651(NAD 83)
 FS0949_MARKER: DR = REFERENCE MARK DISK
 FS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0949_SP_SET: CONCRETE POST
 FS0949_STAMPING: BAR RM 1 1981
 FS0949_MARK LOGO: AZDT  
 FS0949_PROJECTION: FLUSH
 FS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0949+STABILITY: SURFACE MOTION
 FS0949
 FS0949  HISTORY     - Date     Condition        Report By
 FS0949  HISTORY     - 1981     MONUMENTED       AZDT
 FS0949  HISTORY     - 1982     GOOD             NGS
 FS0949
 FS0949                          STATION DESCRIPTION
 FS0949
 FS0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0949'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0949'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0949'OF HOOVER DAM, 10.7 METERS (35 FT) SOUTHEAST OF THE STATION, 21.4
 FS0949'METERS (70 FT) SOUTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0951 ***********************************************************************
 FS0951  DESIGNATION -  BAR RM 2
 FS0951  PID         -  FS0951
 FS0951  STATE/COUNTY-  AZ/MOHAVE
 FS0951  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0951
 FS0951                         *CURRENT SURVEY CONTROL
 FS0951  ___________________________________________________________________
 FS0951* NAD 83(1992)-  35 48 17.78065(N)    114 32 22.76005(W)     ADJUSTED  
 FS0951* NAVD 88     -       712.792  (meters)    2338.55   (feet)  ADJUSTED  
 FS0951  ___________________________________________________________________
 FS0951  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS0951  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0951  DYNAMIC HT  -         712.051 (meters)    2336.12  (feet)  COMP
 FS0951  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FS0951
 FS0951  HORZ ORDER  -  SECOND
 FS0951  VERT ORDER  -  FIRST     CLASS II
 FS0951
 FS0951.The horizontal coordinates were established by classical geodetic methods
 FS0951.and adjusted by the National Geodetic Survey in August 1993..
 FS0951
 FS0951.The orthometric height was determined by differential leveling
 FS0951.and adjusted by the National Geodetic Survey in June 1991..
 FS0951
 FS0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0951
 FS0951.The geoid height was determined by GEOID03.
 FS0951
 FS0951.The dynamic height is computed by dividing the NAVD 88
 FS0951.geopotential number by the normal gravity value computed on the
 FS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0951.degrees latitude (g = 980.6199 gals.).
 FS0951
 FS0951.The modeled gravity was interpolated from observed gravity values.
 FS0951
 FS0951;                    North         East     Units Scale Factor Converg.
 FS0951;SPC AZ W     -   533,177.137   141,990.860   MT  0.99999608   -0 27 43.2
 FS0951;SPC AZ W     - 1,749,268.82    465,849.28   iFT  0.99999608   -0 27 43.2
 FS0951;UTM  11      - 3,965,107.125   722,311.518   MT  1.00020904   +1 26 23.9
 FS0951
 FS0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0951!SPC AZ W     -   0.99989257  x   0.99999608  =   0.99988865
 FS0951!UTM  11      -   0.99989257  x   1.00020904  =   1.00010159
 FS0951
 FS0951                          SUPERSEDED SURVEY CONTROL
 FS0951
 FS0951  NAD 83(1986)-  35 48 17.77141(N)    114 32 22.75064(W) AD(       ) 2
 FS0951  NGVD 29 (11/23/90)  712.23   (m)         2336.7    (f) LEVELING    3  
 FS0951
 FS0951.Superseded values are not recommended for survey control.
 FS0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0951.See file dsdata.txt to determine how the superseded data were derived.
 FS0951
 FS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231265107(NAD 83)
 FS0951_MARKER: DR = REFERENCE MARK DISK
 FS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0951_SP_SET: CONCRETE POST
 FS0951_STAMPING: BAR RM 2 1981
 FS0951_MARK LOGO: AZDT  
 FS0951_PROJECTION: FLUSH
 FS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0951+STABILITY: SURFACE MOTION
 FS0951
 FS0951  HISTORY     - Date     Condition        Report By
 FS0951  HISTORY     - 1981     MONUMENTED       AZDT
 FS0951  HISTORY     - 1982     GOOD             NGS
 FS0951
 FS0951                          STATION DESCRIPTION
 FS0951
 FS0951'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0951'FOR A COMPLETE DESCRIPTION TO THIS MARK SEE DESCRIPTION TO BAR.
 FS0951
 FS0951                          STATION RECOVERY (1982)
 FS0951
 FS0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0951'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0951'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0951'OF HOOVER DAM, 10.7 METERS (35 FT) NORTHWEST OF THE STATION, 21.4
 FS0951'METERS (70 FT) NORTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0516 ***********************************************************************
 ER0516  DESIGNATION -  BARE
 ER0516  PID         -  ER0516
 ER0516  STATE/COUNTY-  AZ/APACHE
 ER0516  USGS QUAD   -  WHITING KNOLL (1969)
 ER0516
 ER0516                         *CURRENT SURVEY CONTROL
 ER0516  ___________________________________________________________________
 ER0516* NAD 83(1992)-  34 13 24.57492(N)    109 30 05.62422(W)     ADJUSTED  
 ER0516* NAVD 88     -      2470.0    (meters)    8104.     (feet)  VERTCON   
 ER0516  ___________________________________________________________________
 ER0516  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ER0516  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 ER0516
 ER0516  HORZ ORDER  -  SECOND
 ER0516
 ER0516.The horizontal coordinates were established by classical geodetic methods
 ER0516.and adjusted by the National Geodetic Survey in August 1993..
 ER0516
 ER0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0516
 ER0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0516
 ER0516.The geoid height was determined by GEOID03.
 ER0516
 ER0516;                    North         East     Units Scale Factor Converg.
 ER0516;SPC AZ E     -   357,642.244   274,638.519   MT  0.99994627   +0 22 26.7
 ER0516;SPC AZ E     - 1,173,366.94    901,045.01   iFT  0.99994627   +0 22 26.7
 ER0516;UTM  12      - 3,787,952.088   638,019.850   MT  0.99983482   +0 50 34.4
 ER0516
 ER0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0516!SPC AZ E     -   0.99961597  x   0.99994627  =   0.99956226
 ER0516!UTM  12      -   0.99961597  x   0.99983482  =   0.99945086
 ER0516
 ER0516:                Primary Azimuth Mark                     Grid Az
 ER0516:SPC AZ E     -  K 47                                     074 17 50.4
 ER0516:UTM  12      -  K 47                                     073 49 42.7
 ER0516
 ER0516|---------------------------------------------------------------------|
 ER0516| PID    Reference Object                     Distance      Geod. Az  |
 ER0516|                                                           dddmmss.s |
 ER0516| ER0235 K 47                                APPROX.10.5 KM 0744017.1 |
 ER0516| CD1550 BARE RM 1                             9.280 METERS 08455     |
 ER0516| CD1549 BARE AZ MK                                         1011744.1 |
 ER0516| ER0480 SPRINGERVILLE SCHOOL CUPOLA         APPROX.22.7 KM 1162554.1 |
 ER0516| CD1551 BARE RM 2                            11.717 METERS 18047     |
 ER0516|---------------------------------------------------------------------|
 ER0516
 ER0516                          SUPERSEDED SURVEY CONTROL
 ER0516
 ER0516  NAD 83(1986)-  34 13 24.57278(N)    109 30 05.63143(W) AD(       ) 2
 ER0516  NAD 27      -  34 13 24.41546(N)    109 30 03.29087(W) AD(       ) 2
 ER0516  NGVD 29 (07/19/86) 2469.0    (m)         8100.     (f) VERT ANG       
 ER0516
 ER0516.Superseded values are not recommended for survey control.
 ER0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0516.See file dsdata.txt to determine how the superseded data were derived.
 ER0516
 ER0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3802087952(NAD 83)
 ER0516_MARKER: DS = TRIANGULATION STATION DISK
 ER0516_SETTING: 0 = UNSPECIFIED SETTING
 ER0516
 ER0516  HISTORY     - Date     Condition        Report By
 ER0516  HISTORY     - 1936     MONUMENTED       CGS
 ER0516  HISTORY     - 1978     SEE DESCRIPTION  AZDT
 ER0516
 ER0516                          STATION DESCRIPTION
 ER0516
 ER0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0516'THE STATION IS ABOUT 14 MILES, AIR LINE, WNW OF SPRINGERVILLE,
 ER0516'ABOUT 1 MILE S OF NEW U.S. HIGHWAY 60, 1/2 MILE S OF A GRAVEL
 ER0516'PIT IN SECTION 32, T. 10 N. R. 27 E.
 ER0516'
 ER0516'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 ER0516'AT THE TOP OF CAST-IRON PIPES.  UNDERGROUND MARK IS A STANDARD
 ER0516'DISK SET IN CONCRETE.
 ER0516'
 ER0516'REFERENCE MARK NO. 1 IS 30.45 FEET FROM THE STATION N 84 DEG 53 MIN E.
 ER0516'264 DEG 53 MIN.
 ER0516'
 ER0516'REFERENCE MARK NO. 2 IS 38.44 FEET FROM THE STATION S 00 DEG 47 MIN W.
 ER0516'0 DEG 47 MIN.
 ER0516'
 ER0516'AZIMUTH MARK, AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE
 ER0516'MIDDLE OF A CONCRETE WALL ON S SIDE OF BRIDGE, IS APPROXIMATELY
 ER0516'2 MILES FROM THE STATION N 01 DEG 17 MIN E.
 ER0516'
 ER0516'TO REACH THE STATION FROM SPRINGERVILLE GO N ON U.S. HIGHWAY
 ER0516'260 FOR 5 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 60, TURN NW
 ER0516'ON NEW U.S. HIGHWAY 60 AND GO APPROXIMATELY 10 MILES TO A POINT
 ER0516'WHERE A VERY PROMINENT, ROUND-TOPPED BARE HILL IS VISIBLE ABOUT
 ER0516'1 MILE S, TURN S TOWARD THIS HILL AND GO 0.5 MILE, CONTINUE S
 ER0516'ALONG E SIDE OF GRAVEL PIT ABOUT 0.2 MILE TO BASE OF STEEP
 ER0516'SLOPE, PACK TO TOP OF HILL AND STATION.
 ER0516
 ER0516                          STATION RECOVERY (1978)
 ER0516
 ER0516'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0516'THE SURFACE MARK AND REFERENCE MARK 2 WAS FOUND DESTROYED BY VANDALS.
 ER0516'THE UNDERGROUND MARK WAS RECOVERED, FOUND IN GOOD CONDITION, AND USED
 ER0516'AS OBSERVATION MARK.  NO MARKS WERE SET AT THIS TIME AS SURFACE AREA
 ER0516'IS VOLCANIC ASH AND NOT STABLE.  THE AZIMUTH MARK WAS FOUND IN
 ER0516'HEADWALL BUT DESCRIPTIONS GAVE NO STAMPING.  STATION CERRO ADOT CAN BE
 ER0516'USED FOR AZIMUTH MARK.
 ER0516'
 ER0516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 260 AND 60, 5
 ER0516'MILES NORTH OF SPRINGERVILLE, TRAVEL NORTHWEST ON HWY. 60 FOR 10 MILES
 ER0516'TO A POINT WHERE A PROMINENT ROUND-TOP HILL IS VISIBLE ABOUT 1 MILE
 ER0516'SOUTH OF ROAD, TURN SOUTH TOWARD HILL AND GO 0.5 MILE TO GRAVEL PIT,
 ER0516'CONTINUE SOUTH ALONG EAST SIDE OF GRAVEL PIT FOR ABOUT 0.2 MILE TO
 ER0516'BASE OF STEEP SLOPE.  SHORT PACK TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0554 ***********************************************************************
 FQ0554  DESIGNATION -  BARE
 FQ0554  PID         -  FQ0554
 FQ0554  STATE/COUNTY-  AZ/COCONINO
 FQ0554  USGS QUAD   -  DOG KNOBS (1989)
 FQ0554
 FQ0554                         *CURRENT SURVEY CONTROL
 FQ0554  ___________________________________________________________________
 FQ0554* NAD 83(1992)-  35 43 30.33731(N)    111 58 55.35192(W)     ADJUSTED  
 FQ0554* NAVD 88     -      2032.2    (meters)    6667.     (feet)  VERTCON   
 FQ0554  ___________________________________________________________________
 FQ0554  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FQ0554  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0554
 FQ0554  HORZ ORDER  -  THIRD
 FQ0554
 FQ0554.The horizontal coordinates were established by classical geodetic methods
 FQ0554.and adjusted by the National Geodetic Survey in August 1993..
 FQ0554
 FQ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0554
 FQ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0554
 FQ0554.The geoid height was determined by GEOID03.
 FQ0554
 FQ0554;                    North         East     Units Scale Factor Converg.
 FQ0554;SPC AZ C     -   524,015.282   207,445.702   MT  0.99990043   -0 02 17.4
 FQ0554;SPC AZ C     - 1,719,210.24    680,596.14   iFT  0.99990043   -0 02 17.4
 FQ0554;UTM  12      - 3,953,902.486   411,183.313   MT  0.99969720   -0 34 24.4
 FQ0554
 FQ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0554!SPC AZ C     -   0.99968474  x   0.99990043  =   0.99958520
 FQ0554!UTM  12      -   0.99968474  x   0.99969720  =   0.99938204
 FQ0554
 FQ0554:                Primary Azimuth Mark                     Grid Az
 FQ0554:SPC AZ C     -  RED                                      317 28 54.6
 FQ0554:UTM  12      -  RED                                      318 01 01.6
 FQ0554
 FQ0554|---------------------------------------------------------------------|
 FQ0554| PID    Reference Object                     Distance      Geod. Az  |
 FQ0554|                                                           dddmmss.s |
 FQ0554| FR0839 RED                                 APPROX.14.4 KM 3172637.2 |
 FQ0554|---------------------------------------------------------------------|
 FQ0554
 FQ0554                          SUPERSEDED SURVEY CONTROL
 FQ0554
 FQ0554  NAD 83(1986)-  35 43 30.34726(N)    111 58 55.35600(W) AD(       ) 3
 FQ0554  NGVD 29 (05/08/89) 2031.3    (m)         6664.     (f) VERT ANG       
 FQ0554
 FQ0554.Superseded values are not recommended for survey control.
 FQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0554.See file dsdata.txt to determine how the superseded data were derived.
 FQ0554
 FQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1118353902(NAD 83)
 FQ0554_MARKER: DD = SURVEY DISK
 FQ0554_SETTING: 80 = SET IN A BOULDER
 FQ0554_SP_SET: PARTIALLY EXPOSED BOULDER
 FQ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0554+STABILITY: SURFACE MOTION
 FQ0554
 FQ0554  HISTORY     - Date     Condition        Report By
 FQ0554  HISTORY     - 1956     MONUMENTED       USGS
 FQ0554
 FQ0554                          STATION DESCRIPTION
 FQ0554
 FQ0554'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FQ0554'LOCATED ABOUT 31 MI N. AND 15 MI E. OF WILLIAMS, ABOUT 0.75 MI S.
 FQ0554'OF LOW BRUSH-COVERED HILL, ON HIGHEST PART OF NORTHERNMOST, BARE
 FQ0554'HILL.
 FQ0554'
 FQ0554'TO REACH FROM INTERSECTION OF U.S. HWY. 66 AND STATE HWY. 64 2 MI
 FQ0554'E. OF WILLIAMS, DRIVE 35.5 MI N. ON STATE HWY. 64 TO SIDE RD.
 FQ0554'RIGHT.  TURN E. ON SIDE RD. AND GO THROUGH CATTLEGUARD, FOLLOW
 FQ0554'MAIN-TRAVELED RD. 5.4 MI E. KEEPING MAIN EAST BOUND RD. TO JCT.
 FQ0554'WITH OLD GRAND CANYON RD. (GRADED BUT NARROW).  TURN RIGHT AND
 FQ0554'FOLLOW OLD GRAND CANYON RD. 4.6 MI SE. PASSING THROUGH SEVERAL
 FQ0554'WIRE GATES TO DIM RD. RIGHT.  TURN RIGHT 1.4 MI TO FEED LOT AND
 FQ0554'RESERVOIR.  KEEP LEFT AROUND RESERVOIR AND INSIDE FEED LOT TO
 FQ0554'NORTHWEST CORNER OF LOT AND GATE.  GO THROUGH GATE 0.7 MI AROUND
 FQ0554'SOUTH END OF HILL TO SOUTHWEST SIDE OF HILL AS HIGH AS TRUCK WILL
 FQ0554'CLIMB.  PACK TO HIGHEST POINT AND STATION.  A 5-MINUTE PACK.
 FQ0554'
 FQ0554'STATION MARK--STANDARD TABLET STAMPED---BARE 1956---, SET IN BURIED
 FQ0554'SANDSTONE ROCK.  ROCK WAS BROUGHT IN FROM ANOTHER HILL.
 FQ0554'
 FQ0554'RM 1--COPPER NAIL AND WASHER SET IN DRILL HOLE OF RED CINDER
 FQ0554'ROCK.
 FQ0554'
 FQ0554'RM 2--CHISELED CROSS IN TOP OF RED CINDER BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0918 ***********************************************************************
 DU0918  DESIGNATION -  BARK
 DU0918  PID         -  DU0918
 DU0918  STATE/COUNTY-  AZ/MARICOPA
 DU0918  USGS QUAD   -  MESA (1982)
 DU0918
 DU0918                         *CURRENT SURVEY CONTROL
 DU0918  ___________________________________________________________________
 DU0918* NAD 83(1992)-  33 27 35.69339(N)    111 52 28.92029(W)     ADJUSTED  
 DU0918* NAVD 88     -       366.90   (+/-2cm)    1203.7    (feet)  VERTCON   
 DU0918  ___________________________________________________________________
 DU0918  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DU0918  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0918
 DU0918  HORZ ORDER  -  SECOND
 DU0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0918
 DU0918.The horizontal coordinates were established by classical geodetic methods
 DU0918.and adjusted by the National Geodetic Survey in August 1993..
 DU0918
 DU0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0918.The vertical order pertains to the NGVD 29 superseded value.
 DU0918
 DU0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0918
 DU0918.The geoid height was determined by GEOID03.
 DU0918
 DU0918;                    North         East     Units Scale Factor Converg.
 DU0918;SPC AZ C     -   272,755.720   217,261.048   MT  0.99990019   +0 01 23.3
 DU0918;SPC AZ C     -   894,867.85    712,798.71   iFT  0.99990019   +0 01 23.3
 DU0918;UTM  12      - 3,702,617.145   418,714.480   MT  0.99968146   -0 28 56.3
 DU0918
 DU0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0918!SPC AZ C     -   0.99994706  x   0.99990019  =   0.99984726
 DU0918!UTM  12      -   0.99994706  x   0.99968146  =   0.99962854
 DU0918
 DU0918:                Primary Azimuth Mark                     Grid Az
 DU0918:SPC AZ C     -  T2N R5E SEC 31 1/4 COR                   001 08 46.0
 DU0918:UTM  12      -  T2N R5E SEC 31 1/4 COR                   001 39 05.6
 DU0918
 DU0918|---------------------------------------------------------------------|
 DU0918| PID    Reference Object                     Distance      Geod. Az  |
 DU0918|                                                           dddmmss.s |
 DU0918| CH5412 T2N R5E SEC 31 1/4 COR                             0011009.3 |
 DU0918| DU0916 BARK AZ MK                                         0013950.5 |
 DU0918| DU0917 BARK RM 1                             9.755 METERS 00205     |
 DU0918| DU2149 MESA MUNICIPAL TANK 2               APPROX. 5.9 KM 1362014.9 |
 DU0918| DU2150 MESA MUNICIPAL TANK 1               APPROX. 6.0 KM 1364220.6 |
 DU0918| DU0919 BARK RM 2                             9.997 METERS 17924     |
 DU0918| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 6.4 KM 2531957.6 |
 DU0918| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 2.7 KM 2772855.9 |
 DU0918|---------------------------------------------------------------------|
 DU0918
 DU0918                          SUPERSEDED SURVEY CONTROL
 DU0918
 DU0918  NAD 83(1986)-  33 27 35.68779(N)    111 52 28.92434(W) AD(       ) 2
 DU0918  NAD 27      -  33 27 35.52650(N)    111 52 26.40120(W) AD(       ) 2
 DU0918  NGVD 29 (??/??/92)  366.319  (m)         1201.83   (f) ADJ UNCH    2 0
 DU0918
 DU0918.Superseded values are not recommended for survey control.
 DU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0918.See file dsdata.txt to determine how the superseded data were derived.
 DU0918
 DU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1871402617(NAD 83)
 DU0918_MARKER: DE = TRAVERSE STATION DISK
 DU0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0918_STAMPING: BARK 1963
 DU0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0918+STABILITY: SURFACE MOTION
 DU0918
 DU0918  HISTORY     - Date     Condition        Report By
 DU0918  HISTORY     - 1963     MONUMENTED       CGS
 DU0918  HISTORY     - 1963     GOOD             CGS
 DU0918  HISTORY     - 1970     GOOD             NGS
 DU0918  HISTORY     - 1970     GOOD             NGS
 DU0918
 DU0918                          STATION DESCRIPTION
 DU0918
 DU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0918'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SCOTTSDALE,
 DU0918'ABOUT 3-1/2 MILES NORTHWEST OF MESA AND ABOUT 1/2 MILE SOUTH
 DU0918'OF EAST MC DOWELL ROAD.
 DU0918'
 DU0918'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0918'ROAD AND SCOTTSDALE ROAD, GO EAST ON EAST MC DOWELL ROAD FOR 3.0
 DU0918'MILES TO A SIDE ROAD RIGHT, AZIMUTH MARK AND SECTION CORNER AS
 DU0918'DESCRIBED, TURN RIGHT, GO SOUTH ON DIRT ROAD FOR 0.35 MILE TO
 DU0918'STATION ON RIGHT.
 DU0918'
 DU0918'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BARK 1963.  THE
 DU0918'MARK IS 20 FEET WEST OF CENTER OF DIRT ROAD, 7 FEET EAST OF
 DU0918'THE EAST EDGE OF A CONCRETE IRRIGATION DITCH, 2.7 FEET WEST
 DU0918'OF FENCE AND 2.5 FEET WEST-SOUTHWEST OF WITNESS POST.
 DU0918'
 DU0918'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED BARK NO 1
 DU0918'1963.  THE MARK IS 32.1 FEET NORTH OF WITNESS POST, 20 FEET
 DU0918'WEST OF CENTER OF DIRT ROAD, 8 FEET EAST OF THE EAST EDGE OF A
 DU0918'CONCRETE IRRIGATION DITCH AND 1.5 FEET WEST OF FENCE.
 DU0918'
 DU0918'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BARK NO 2 1963.
 DU0918'THE MARK IS 32.6 FEET SOUTH OF WITNESS POST, 20 FEET WEST OF
 DU0918'CENTER OF DIRT ROAD, 7.5 FEET EAST OF THE EAST EDGE OF A
 DU0918'CONCRETE IRRIGATION DITCH AND 2 FEET WEST OF FENCE.
 DU0918'
 DU0918'AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN A
 DU0918'CONCRETE CYLINDER ABUTMENT AND STAMPED BARK 1963.  THE MARK IS
 DU0918'50.7 FEET SOUTH OF CENTER LINE OF EAST MC DOWELL ROAD, 36 FEET
 DU0918'SOUTH OF THE NORTH CULVERT ABUTMENT, 18.7 FEET SOUTHWEST OF A
 DU0918'FENCE CORNER AND 17 FEET EAST OF CENTER OF DIRT ROAD.
 DU0918'
 DU0918'SECTION CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU0918'CENTER OF EAST MC DOWELL ROAD 3 MILES EAST OF SCOTTSDALE ROAD
 DU0918'AND 0.35 MILE NORTH OF THE STATION.  THE MARK IS A 5/8 INCH
 DU0918'ROD SET IN CONCRETE ABOUT 6 INCHES BELOW THE SURFACE OF THE
 DU0918'ROAD IN A 10 INCH HAND HOLE WITH A METAL COVER.
 DU0918
 DU0918                          STATION RECOVERY (1963)
 DU0918
 DU0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0918'3.4 MI SE FROM SCOTTSDALE.
 DU0918'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0918'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0918'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0918'ROAD, 21 FEET WEST OF THE CENTER OF THE ROAD, 182 FEET SOUTH OF A
 DU0918'POWER POLE WITH A TRANSFORMER, 2.5 FEET WEST OF A FENCE, 2.6 FEET WEST
 DU0918'OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD,
 DU0918'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- RM 1 IS
 DU0918'32.0 FEET NORTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE CENTER
 DU0918'OF THE ROAD, 150 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET
 DU0918'WEST OF A FENCE, 32.2 FEET NORTH OF A METAL WITNESS POST, AND IS A C
 DU0918'AND GS REFERENCE MARK DISK STAMPED BARK NO 1 1963, SET IN TOP OF A
 DU0918'CONCRETE POST PROJECTING 2 INCHES.  RM 2 IS 32.8 FEET SOUTH OF
 DU0918'TRAVERSE STATION BARK, 21 FEET WEST OF THE CENTER OF THE ROAD, 215
 DU0918'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET WEST OF A FENCE,
 DU0918'32.7 FEET SOUTH OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE
 DU0918'MARK DISK STAMPED BARK NO 2 1963, SET IN TOP OF A CONCRETE POST
 DU0918'PROJECTING 1 INCH.
 DU0918
 DU0918                          STATION RECOVERY (1970)
 DU0918
 DU0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0918'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 DU0918'ROUTE TO THE STATION FOLLOWS.
 DU0918'
 DU0918'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0918'ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, GO EAST ALONG EAST
 DU0918'MC DOWELL ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT.
 DU0918'TURN RIGHT AND GO SOUTH FOR 0.4 MILE TO THE STATION ON THE RIGHT
 DU0918'ABOUT 50 YARDS PAST A GREEN HOME ON THE LEFT.  THE STATION
 DU0918'MARK AND REFERENCE MARKS 1 AND 2 ARE SLIGHTLY BELOW FLUSH.
 DU0918'A WITNESS POST WAS SET AT THE WEST SIDE OF THE STATION
 DU0918'MONUMENT.
 DU0918'
 DU0918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 3-1/2 MILES
 DU0918'NORTHWEST OF MESA.
 DU0918
 DU0918                          STATION RECOVERY (1970)
 DU0918
 DU0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0916 ***********************************************************************
 DU0916  DESIGNATION -  BARK AZ MK
 DU0916  PID         -  DU0916
 DU0916  STATE/COUNTY-  AZ/MARICOPA
 DU0916  USGS QUAD   -  MESA (1982)
 DU0916
 DU0916                         *CURRENT SURVEY CONTROL
 DU0916  ___________________________________________________________________
 DU0916* NAD 83(1986)-  33 27 55.     (N)    111 52 28.     (W)     SCALED    
 DU0916* NAVD 88     -       371.77   (+/-2cm)    1219.7    (feet)  VERTCON   
 DU0916  ___________________________________________________________________
 DU0916  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0916
 DU0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0916
 DU0916.The horizontal coordinates were scaled from a topographic map and have
 DU0916.an estimated accuracy of +/- 6 seconds.
 DU0916
 DU0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0916.The vertical order pertains to the NGVD 29 superseded value.
 DU0916
 DU0916.The geoid height was determined by GEOID03.
 DU0916
 DU0916;                    North         East    Units  Estimated Accuracy
 DU0916;SPC AZ C     -   273,350.      217,290.      MT  (+/- 180 meters Scaled)
 DU0916
 DU0916                          SUPERSEDED SURVEY CONTROL
 DU0916
 DU0916  NGVD 29 (??/??/92)  371.189  (m)         1217.81   (f) ADJ UNCH    2 0
 DU0916
 DU0916.Superseded values are not recommended for survey control.
 DU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0916.See file dsdata.txt to determine how the superseded data were derived.
 DU0916
 DU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187032(NAD 83)
 DU0916_MARKER: DZ = AZIMUTH MARK DISK
 DU0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0916_SP_SET: CULVERT
 DU0916_STAMPING: BARK 1963
 DU0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0916
 DU0916  HISTORY     - Date     Condition        Report By
 DU0916  HISTORY     - 1963     MONUMENTED       CGS
 DU0916  HISTORY     - 1970     GOOD             NGS
 DU0916
 DU0916                          STATION DESCRIPTION
 DU0916
 DU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0916'3.0 MI E FROM SCOTTSDALE.
 DU0916'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0916'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0916'DIRT ROAD, SET IN TOP OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT
 DU0916'UNDER THE DIRT ROAD, 48 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0916'ROAD, 15 FEET EAST OF THE CENTER OF THE DIRT ROAD, AND ABOUT LEVEL
 DU0916'WITH THE DIRT ROAD.
 DU0916
 DU0916                          STATION RECOVERY (1970)
 DU0916
 DU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0917 ***********************************************************************
 DU0917  DESIGNATION -  BARK RM 1
 DU0917  PID         -  DU0917
 DU0917  STATE/COUNTY-  AZ/MARICOPA
 DU0917  USGS QUAD   -  MESA (1982)
 DU0917
 DU0917                         *CURRENT SURVEY CONTROL
 DU0917  ___________________________________________________________________
 DU0917* NAD 83(1986)-  33 27 35.     (N)    111 52 29.     (W)     SCALED    
 DU0917* NAVD 88     -       366.94   (+/-2cm)    1203.9    (feet)  VERTCON   
 DU0917  ___________________________________________________________________
 DU0917  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0917
 DU0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0917
 DU0917.The horizontal coordinates were scaled from a topographic map and have
 DU0917.an estimated accuracy of +/- 6 seconds.
 DU0917
 DU0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0917.The vertical order pertains to the NGVD 29 superseded value.
 DU0917
 DU0917.The geoid height was determined by GEOID03.
 DU0917
 DU0917;                    North         East    Units  Estimated Accuracy
 DU0917;SPC AZ C     -   272,730.      217,260.      MT  (+/- 180 meters Scaled)
 DU0917
 DU0917                          SUPERSEDED SURVEY CONTROL
 DU0917
 DU0917  NGVD 29 (??/??/92)  366.354  (m)         1201.95   (f) ADJ UNCH    2 0
 DU0917
 DU0917.Superseded values are not recommended for survey control.
 DU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0917.See file dsdata.txt to determine how the superseded data were derived.
 DU0917
 DU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187025(NAD 83)
 DU0917_MARKER: DR = REFERENCE MARK DISK
 DU0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0917_STAMPING: BARK NO 1 1963
 DU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0917+STABILITY: SURFACE MOTION
 DU0917
 DU0917  HISTORY     - Date     Condition        Report By
 DU0917  HISTORY     - 1963     MONUMENTED       CGS
 DU0917  HISTORY     - 1970     GOOD             NGS
 DU0917
 DU0917                          STATION DESCRIPTION
 DU0917
 DU0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0917'3.4 MI SE FROM SCOTTSDALE.
 DU0917'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0917'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0917'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0917'ROAD, 32.0 FEET NORTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE
 DU0917'CENTER OF THE ROAD, 150 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER,
 DU0917'2 FEET WEST OF A FENCE, 32.2 FEET NORTH OF A METAL WITNESS POST, AND
 DU0917'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0917
 DU0917                          STATION RECOVERY (1970)
 DU0917
 DU0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0919 ***********************************************************************
 DU0919  DESIGNATION -  BARK RM 2
 DU0919  PID         -  DU0919
 DU0919  STATE/COUNTY-  AZ/MARICOPA
 DU0919  USGS QUAD   -  MESA (1982)
 DU0919
 DU0919                         *CURRENT SURVEY CONTROL
 DU0919  ___________________________________________________________________
 DU0919* NAD 83(1986)-  33 27 35.     (N)    111 52 29.     (W)     SCALED    
 DU0919* NAVD 88     -       366.87   (+/-2cm)    1203.6    (feet)  VERTCON   
 DU0919  ___________________________________________________________________
 DU0919  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0919
 DU0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0919
 DU0919.The horizontal coordinates were scaled from a topographic map and have
 DU0919.an estimated accuracy of +/- 6 seconds.
 DU0919
 DU0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0919.The vertical order pertains to the NGVD 29 superseded value.
 DU0919
 DU0919.The geoid height was determined by GEOID03.
 DU0919
 DU0919;                    North         East    Units  Estimated Accuracy
 DU0919;SPC AZ C     -   272,730.      217,260.      MT  (+/- 180 meters Scaled)
 DU0919
 DU0919                          SUPERSEDED SURVEY CONTROL
 DU0919
 DU0919  NGVD 29 (??/??/92)  366.281  (m)         1201.71   (f) ADJ UNCH    2 0
 DU0919
 DU0919.Superseded values are not recommended for survey control.
 DU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0919.See file dsdata.txt to determine how the superseded data were derived.
 DU0919
 DU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187025(NAD 83)
 DU0919_MARKER: DR = REFERENCE MARK DISK
 DU0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0919_STAMPING: BARK NO 2 1963
 DU0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0919+STABILITY: SURFACE MOTION
 DU0919
 DU0919  HISTORY     - Date     Condition        Report By
 DU0919  HISTORY     - 1963     MONUMENTED       CGS
 DU0919  HISTORY     - 1970     GOOD             NGS
 DU0919
 DU0919                          STATION DESCRIPTION
 DU0919
 DU0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0919'3.4 MI SE FROM SCOTTSDALE.
 DU0919'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0919'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0919'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0919'ROAD, 32.8 FEET SOUTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE
 DU0919'CENTER OF THE ROAD, 215 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER,
 DU0919'2 FEET WEST OF A FENCE, 32.7 FEET SOUTH OF A METAL WITNESS POST, AND
 DU0919'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0919
 DU0919                          STATION RECOVERY (1970)
 DU0919
 DU0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2367 ***********************************************************************
 CZ2367  DESIGNATION -  BARNETT
 CZ2367  PID         -  CZ2367
 CZ2367  STATE/COUNTY-  AZ/PIMA
 CZ2367  USGS QUAD   -  TUCSON (1992)
 CZ2367
 CZ2367                         *CURRENT SURVEY CONTROL
 CZ2367  ___________________________________________________________________
 CZ2367* NAD 83(1992)-  32 11 56.90782(N)    110 58 44.29682(W)     ADJUSTED  
 CZ2367* NAVD 88     -       734.9    (meters)    2411.     (feet)  VERTCON   
 CZ2367  ___________________________________________________________________
 CZ2367  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2367  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ2367
 CZ2367  HORZ ORDER  -  SECOND
 CZ2367
 CZ2367.The horizontal coordinates were established by classical geodetic methods
 CZ2367.and adjusted by the National Geodetic Survey in August 1993..
 CZ2367
 CZ2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2367
 CZ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2367
 CZ2367.The geoid height was determined by GEOID03.
 CZ2367
 CZ2367;                    North         East     Units Scale Factor Converg.
 CZ2367;SPC AZ C     -   133,332.787   301,766.611   MT  0.99999635   +0 29 58.9
 CZ2367;SPC AZ C     -   437,443.53    990,047.94   iFT  0.99999635   +0 29 58.9
 CZ2367;UTM  12      - 3,562,509.518   501,981.964   MT  0.99960005   +0 00 40.3
 CZ2367
 CZ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2367!SPC AZ C     -   0.99988922  x   0.99999635  =   0.99988557
 CZ2367!UTM  12      -   0.99988922  x   0.99960005  =   0.99948932
 CZ2367
 CZ2367|---------------------------------------------------------------------|
 CZ2367| PID    Reference Object                     Distance      Geod. Az  |
 CZ2367|                                                           dddmmss.s |
 CZ2367| CR8301 BARNETT RM 1                          9.103 METERS 15742     |
 CZ2367| CZ1850 WARNER                              APPROX. 1.8 KM 3143142.5 |
 CZ2367| CR8302 BARNETT RM 2                         24.743 METERS 34045     |
 CZ2367|---------------------------------------------------------------------|
 CZ2367
 CZ2367                          SUPERSEDED SURVEY CONTROL
 CZ2367
 CZ2367  NAD 83(1986)-  32 11 56.90418(N)    110 58 44.29427(W) AD(       ) 2
 CZ2367  NGVD 29 (05/20/88)  734.2    (m)         2409.     (f) VERT ANG       
 CZ2367
 CZ2367.Superseded values are not recommended for survey control.
 CZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2367.See file dsdata.txt to determine how the superseded data were derived.
 CZ2367
 CZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0198262510(NAD 83)
 CZ2367_MARKER: DS = TRIANGULATION STATION DISK
 CZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2367+STABILITY: SURFACE MOTION
 CZ2367
 CZ2367  HISTORY     - Date     Condition        Report By
 CZ2367  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2367
 CZ2367                          STATION DESCRIPTION
 CZ2367
 CZ2367'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2367'THE STATION IS LOCATED IN DOWNTOWN TUCSON AT THE INTERSTATE HIGHWAY 10
 CZ2367'AND 29TH STREET OVERPASS.
 CZ2367'
 CZ2367'THE STATION MARK IS AN AZDT DISK STAMPED---BARNETT 1982---.  IT IS SET
 CZ2367'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 80 FEET SOUTHEAST OF THE
 CZ2367'SOUTHWEST ABUTMENT OF THE 29TH STREET OVERPASS AND 3 FEET SOUTHWEST OF
 CZ2367'THE EAST BOUND GUARDRAIL AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 CZ2367'
 CZ2367'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BARNETT RM 1 1982---.  IT
 CZ2367'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHWEST OF THE
 CZ2367'EAST BOUND GUARD RAIL.
 CZ2367'
 CZ2367'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BARNETT RM 2 1982---.  IT
 CZ2367'IS SET IN TOP OF THE SOUTHWEST END OF THE OVERPASS ABUTMENT.
 CZ2367'
 CZ2367'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND 22ND STREET
 CZ2367'INTERCHANGE IN TUCSON, TRAVEL SOUTH ALONG I-10 FOR 0.55 MILE TO THE
 CZ2367'STATION ON THE RIGHT JUST AFTER CROSSING OVER 29TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0891 ***********************************************************************
 FQ0891  DESIGNATION -  BARREL
 FQ0891  PID         -  FQ0891
 FQ0891  STATE/COUNTY-  AZ/NAVAJO
 FQ0891  USGS QUAD   -  EGLOFFSTEIN BUTTE (1991)
 FQ0891
 FQ0891                         *CURRENT SURVEY CONTROL
 FQ0891  ___________________________________________________________________
 FQ0891* NAD 83(1992)-  35 32 47.49770(N)    110 25 01.36203(W)     ADJUSTED  
 FQ0891* NAVD 88     -      1999.5    (meters)    6560.     (feet)  VERTCON   
 FQ0891  ___________________________________________________________________
 FQ0891  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 FQ0891  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 FQ0891
 FQ0891  HORZ ORDER  -  THIRD
 FQ0891
 FQ0891.The horizontal coordinates were established by classical geodetic methods
 FQ0891.and adjusted by the National Geodetic Survey in August 1993..
 FQ0891
 FQ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0891
 FQ0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0891
 FQ0891.The geoid height was determined by GEOID03.
 FQ0891
 FQ0891;                    North         East     Units Scale Factor Converg.
 FQ0891;SPC AZ E     -   504,231.765   190,658.679   MT  0.99990635   -0 08 44.0
 FQ0891;SPC AZ E     - 1,654,303.69    625,520.60   iFT  0.99990635   -0 08 44.0
 FQ0891;UTM  12      - 3,933,809.865   552,839.788   MT  0.99963441   +0 20 20.1
 FQ0891
 FQ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0891!SPC AZ E     -   0.99968983  x   0.99990635  =   0.99959621
 FQ0891!UTM  12      -   0.99968983  x   0.99963441  =   0.99932435
 FQ0891
 FQ0891|---------------------------------------------------------------------|
 FQ0891| PID    Reference Object                     Distance      Geod. Az  |
 FQ0891|                                                           dddmmss.s |
 FQ0891| CS3557 BARREL RM 2                          10.409 METERS 00018     |
 FQ0891| FQ0917 STAR                                APPROX.13.9 KM 0472937.0 |
 FQ0891| CS3556 BARREL RM 1                           7.099 METERS 20106     |
 FQ0891|---------------------------------------------------------------------|
 FQ0891
 FQ0891                          SUPERSEDED SURVEY CONTROL
 FQ0891
 FQ0891  NAD 83(1986)-  35 32 47.49668(N)    110 25 01.36424(W) AD(       ) 3
 FQ0891  NGVD 29 (02/23/90) 1998.6    (m)         6557.     (f) VERT ANG       
 FQ0891
 FQ0891.Superseded values are not recommended for survey control.
 FQ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0891.See file dsdata.txt to determine how the superseded data were derived.
 FQ0891
 FQ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5284033810(NAD 83)
 FQ0891_MARKER: DS = TRIANGULATION STATION DISK
 FQ0891_SETTING: 80 = SET IN A BOULDER
 FQ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0891+STABILITY: SURFACE MOTION
 FQ0891
 FQ0891  HISTORY     - Date     Condition        Report By
 FQ0891  HISTORY     - 1965     MONUMENTED       USGS
 FQ0891  HISTORY     - 1966     GOOD             USGS
 FQ0891
 FQ0891                          STATION DESCRIPTION
 FQ0891
 FQ0891'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0891'LOCATED ABOUT 20 MI S. OF POLACCA, 3 MI N. OF TEES TO TRADING
 FQ0891'POST.  ON HIGHEST POINT OF TALL BUTTE KNOWN AS BARREL BUTTE.
 FQ0891'
 FQ0891'TO REACH FROM TEES TO TRADING POST, GO 0.9 MI N. ALONG DIRT RD.
 FQ0891'TO Y-RD.  TAKE LEFT FORK 1.1 MI N. TO Y-RD., CONTINUE N. ON LEFT
 FQ0891'FORK 0.7 MI TO RD. INTERSECTION.  TURN LEFT 0.5 MI TO HOUSES.
 FQ0891'CONTINUE CROSS-COUNTRY 0.6 MI TO END OF TRUCK TRAVEL.  PACK 30
 FQ0891'MINUTES TO STATION.
 FQ0891'
 FQ0891'STATION MARK--STANDARD TABLET STAMPED---BARREL 1965---, CEMENTED IN
 FQ0891'LARGE ROCK.
 FQ0891'
 FQ0891'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0891'ROCK, ABOUT 1 FT LOWER THAN STATION MARK.
 FQ0891'
 FQ0891'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0891'ROCK, ABOUT 6 FT LOWER THAN STATION MARK.
 FQ0891
 FQ0891                          STATION RECOVERY (1966)
 FQ0891
 FQ0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0891'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 FQ0891'RMS AGREE WITH PREVIOUS USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2042 ***********************************************************************
 DV2042  DESIGNATION -  BARRY
 DV2042  PID         -  DV2042
 DV2042  STATE/COUNTY-  AZ/YAVAPAI
 DV2042  USGS QUAD   -  GOVERNORS PEAK (1978)
 DV2042
 DV2042                         *CURRENT SURVEY CONTROL
 DV2042  ___________________________________________________________________
 DV2042* NAD 83(1992)-  33 53 02.48508(N)    112 16 55.38189(W)     ADJUSTED  
 DV2042* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 DV2042  ___________________________________________________________________
 DV2042  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DV2042  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DV2042
 DV2042  HORZ ORDER  -  SECOND
 DV2042
 DV2042.The horizontal coordinates were established by classical geodetic methods
 DV2042.and adjusted by the National Geodetic Survey in August 1993..
 DV2042
 DV2042.The orthometric height was scaled from a topographic map.
 DV2042
 DV2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2042
 DV2042.The geoid height was determined by GEOID03.
 DV2042
 DV2042;                    North         East     Units Scale Factor Converg.
 DV2042;SPC AZ C     -   319,850.966   179,561.577   MT  0.99991408   -0 12 13.4
 DV2042;SPC AZ C     - 1,049,379.81    589,112.79   iFT  0.99991408   -0 12 13.4
 DV2042;UTM  12      - 3,750,036.451   381,440.981   MT  0.99977328   -0 42 53.4
 DV2042
 DV2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2042!SPC AZ C     -   0.99993071  x   0.99991408  =   0.99984480
 DV2042!UTM  12      -   0.99993071  x   0.99977328  =   0.99970401
 DV2042
 DV2042:                Primary Azimuth Mark                     Grid Az
 DV2042:SPC AZ C     -  BLACK                                    115 37 09.4
 DV2042:UTM  12      -  BLACK                                    116 07 49.4
 DV2042
 DV2042|---------------------------------------------------------------------|
 DV2042| PID    Reference Object                     Distance      Geod. Az  |
 DV2042|                                                           dddmmss.s |
 DV2042| DV1990 BLACK                               APPROX. 3.4 KM 1152456.0 |
 DV2042|---------------------------------------------------------------------|
 DV2042
 DV2042                          SUPERSEDED SURVEY CONTROL
 DV2042
 DV2042  NAD 83(1986)-  33 53 02.48056(N)    112 16 55.38580(W) AD(       ) 2
 DV2042  NAD 27      -  33 53 02.35800(N)    112 16 52.79700(W) AD(       ) 2
 DV2042
 DV2042.Superseded values are not recommended for survey control.
 DV2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2042.See file dsdata.txt to determine how the superseded data were derived.
 DV2042
 DV2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8144150036(NAD 83)
 DV2042_MARKER: DS = TRIANGULATION STATION DISK
 DV2042_SETTING: 80 = SET IN A BOULDER
 DV2042_MARK LOGO: CGS   
 DV2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2042+STABILITY: SURFACE MOTION
 DV2042
 DV2042  HISTORY     - Date     Condition        Report By
 DV2042  HISTORY     - 1924     MONUMENTED       CGS
 DV2042  HISTORY     - 20031220 MARK NOT FOUND   USPSQD
 DV2042
 DV2042                          STATION DESCRIPTION
 DV2042
 DV2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2042'ABOUT 30 MILES NORTH AND 11 MILES WEST OF PHOENIX, 2 MILES
 DV2042'NORTH OF FROG TANKS, 1 MILE SOUTH OF THE SULLIVAN RANCH, AND
 DV2042'ONE-HALF MILE WEST OF THE AGUA FRIA RIVER, ON A LOW MOUND
 DV2042'IN THE GREASWOOD AND CACTUS DESERT.  STATION IS A FEW YARDS
 DV2042'NORTH OF THE YAVAPAI-MARICOPA COUNTY LINE.  MARKED BY A
 DV2042'STANDARD BRONZE DISK SET IN A BURIED BOULDER.
 DV2042
 DV2042                          STATION RECOVERY (2003)
 DV2042
 DV2042'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2042'MARK NOT FOUND. LAKE PLEASANT IS COVERING THE MARK. THE BOAT WAS SET
 DV2042'IN APPROXIAMATELY THE LOCATION OF A GEODETIC MARK THAT WAS LAST
 DV2042'REPORTED TO NGS IN 1924.  DEPTH AT LOCATION WAS 120 FEET ACCORDING TO
 DV2042'THE VESSEL DEPTH FINDER.  WE WILL REPORT THIS COOP EVENT AS A DID NOT
 DV2042'FIND (DNF).  A CLOSE WATCH WAS MADE TO SEE IF MARK WAS RETRIEVED WITH
 DV2042'THE ANCHOR.
 DV2042' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0329 ***********************************************************************
 CY0329  DESIGNATION -  BART
 CY0329  PID         -  CY0329
 CY0329  STATE/COUNTY-  AZ/COCHISE
 CY0329  USGS QUAD   -  BOWIE (1974)
 CY0329
 CY0329                         *CURRENT SURVEY CONTROL
 CY0329  ___________________________________________________________________
 CY0329* NAD 83(1992)-  32 19 00.62048(N)    109 29 02.68202(W)     ADJUSTED  
 CY0329* NAVD 88     -      1151.10   (+/-2cm)    3776.6    (feet)  VERTCON   
 CY0329  ___________________________________________________________________
 CY0329  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CY0329  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0329
 CY0329  HORZ ORDER  -  FIRST
 CY0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0329
 CY0329.The horizontal coordinates were established by classical geodetic methods
 CY0329.and adjusted by the National Geodetic Survey in August 1993..
 CY0329
 CY0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0329.The vertical order pertains to the NGVD 29 superseded value.
 CY0329
 CY0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0329
 CY0329.The geoid height was determined by GEOID03.
 CY0329
 CY0329;                    North         East     Units Scale Factor Converg.
 CY0329;SPC AZ E     -   146,202.333   277,631.357   MT  0.99995092   +0 21 53.7
 CY0329;SPC AZ E     -   479,666.45    910,864.03   iFT  0.99995092   +0 21 53.7
 CY0329;UTM  12      - 3,576,565.130   642,699.513   MT  0.99985111   +0 48 38.0
 CY0329
 CY0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0329!SPC AZ E     -   0.99982350  x   0.99995092  =   0.99977443
 CY0329!UTM  12      -   0.99982350  x   0.99985111  =   0.99967464
 CY0329
 CY0329:                Primary Azimuth Mark                     Grid Az
 CY0329:SPC AZ E     -  COTTON                                   088 52 31.6
 CY0329:UTM  12      -  COTTON                                   088 25 47.3
 CY0329
 CY0329|---------------------------------------------------------------------|
 CY0329| PID    Reference Object                     Distance      Geod. Az  |
 CY0329|                                                           dddmmss.s |
 CY0329| CY0333 COTTON                              APPROX. 4.3 KM 0891425.3 |
 CY0329| CY1156 BUREAU OF STANDARDS TALL MAST       APPROX.15.7 KM 1620445.5 |
 CY0329| CY1153 BUREAU OF STANDARDS SHORT MAST      APPROX.15.6 KM 1622020.2 |
 CY0329| CY0328 BART RM 1                            18.569 METERS 17952     |
 CY0329| CY1165 ROUTE 86 STA 0+70                    21.280 METERS 24958     |
 CY0329| CC5917 HIGHWAY 70 STA 3376+06.69                          2733307.8 |
 CY0329| CY0330 BART RM 2                            19.790 METERS 27831     |
 CY0329|---------------------------------------------------------------------|
 CY0329
 CY0329                          SUPERSEDED SURVEY CONTROL
 CY0329
 CY0329  NAD 83(1986)-  32 19 00.61569(N)    109 29 02.67955(W) AD(       ) 1
 CY0329  NAD 27      -  32 19 00.34470(N)    109 29 00.44710(W) AD(       ) 1
 CY0329  NGVD 29 (??/??/92) 1150.396  (m)         3774.26   (f) ADJ UNCH    2 0
 CY0329
 CY0329.Superseded values are not recommended for survey control.
 CY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0329.See file dsdata.txt to determine how the superseded data were derived.
 CY0329
 CY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4270076565(NAD 83)
 CY0329_MARKER: DS = TRIANGULATION STATION DISK
 CY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0329_STAMPING: BART 1960
 CY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0329+STABILITY: SURFACE MOTION
 CY0329
 CY0329  HISTORY     - Date     Condition        Report By
 CY0329  HISTORY     - 1960     MONUMENTED       CGS
 CY0329  HISTORY     - 1960     GOOD             CGS
 CY0329  HISTORY     - 1967     GOOD             CGS
 CY0329  HISTORY     - 1967     GOOD             USAF
 CY0329  HISTORY     - 1970     GOOD             NGS
 CY0329  HISTORY     - 1970     GOOD             NGS
 CY0329
 CY0329                          STATION DESCRIPTION
 CY0329
 CY0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0329'THE STATION IS ABOUT 0.75 MILE SOUTHEAST OF BOWIE.
 CY0329'
 CY0329'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO SOUTH
 CY0329'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 86, TURN LEFT
 CY0329'AND GO EAST ON STATE HIGHWAY 86 FOR 0.2 MILE TO A CROSS STREET
 CY0329'AND A SIGN ON THE RIGHT.  CHIRICAHUA NATIONAL MONUMENT.  TURN
 CY0329'RIGHT AND GO SOUTH ON THE MACADAM ROAD FOR 0.55 MILE TO
 CY0329'THE STATION ON THE LEFT.
 CY0329'
 CY0329'THE STATION MARK, STAMPED BART 1960, IS A STANDARD DISK
 CY0329'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0329'2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE MACADAM
 CY0329'ROAD, 2 FEET SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF
 CY0329'A NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK NO. 1, STAMPED BART NO 1 1960, IS A STANDARD
 CY0329'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0329'PROJECTS 2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE
 CY0329'MACADAM ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK NO. 2, STAMPED BART NO 2 1960, IS A STANDARD
 CY0329'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0329'PROJECTS 1 INCH.  IT IS 30 FEET WEST OF THE CENTER OF THE
 CY0329'MACADAM ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'TRIANGULATION STATION COTTON MAY BE USED FOR THE AZIMUTH MARK.
 CY0329'SEE DESCRIPTION THEREOF.
 CY0329
 CY0329                          STATION RECOVERY (1960)
 CY0329
 CY0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0329'MARK FOUND AS DESCRIBED EXCEPT AS NOTED.  REVISED DESCRIPTION
 CY0329'FOLLOWS--LOCATED ABOUT 0.75 MI SE OF BOWIE, ARIZ.  ABOUT 150
 CY0329'FT. S OF THE CENTERLINE OF THE E BOUND LANE OF INTERSTATE
 CY0329'10 (OVERPASS), 56-1/2 FT SOUTH OF FENCE CORNER, 35-1/2 FT.
 CY0329'E OF CENTERLINE ROAD, 2 FT S OF METAL WITNESS SIGN, 1/2
 CY0329'FT W OF FENCE LINE.
 CY0329'
 CY0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA IS ABOUT
 CY0329'0.75 MI SE OF BOWIE
 CY0329
 CY0329                          STATION RECOVERY (1967)
 CY0329
 CY0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0329'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 CY0329'GOOD CONDITION.  STATION MAY ALSO BE REFERENCED TO A NEW
 CY0329'HIGHWAY OVERPASS.  STATION IS APPROX 100 FT S. OF THE OVERPASS.
 CY0329
 CY0329                          STATION RECOVERY (1967)
 CY0329
 CY0329'RECOVERY NOTE BY US AIR FORCE 1967
 CY0329'TRIANGULATION STATION AND R.M. 1 WERE FOUND AS DESCRIBED IN
 CY0329'GOOD CONDITION.  R.M. 2 COULD NOT BE FOUND.
 CY0329
 CY0329                          STATION RECOVERY (1970)
 CY0329
 CY0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0329'0.5 MI S FROM BOWIE.
 CY0329'0.3 MILE EAST FROM THE POST OFFICE IN BOWIE ALONG INTERSTATE HIGHWAY
 CY0329'BUSINESS ROUTE TO A PAVED SIDE ROAD THENCE SOUTH 0.6 MILE TO
 CY0329'OVERPASSES THENCE SOUTH 0.05 MILE, 56 FEET SOUTH OF A RIGHT-OF-WAY
 CY0329'FENCE CORNER, 35 FEET EAST OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTH
 CY0329'OF A METAL WITNESS POST WITH SIGN, AND 1.5 FEET WEST OF A FENCE LINE
 CY0329'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 CY0329'SURFACE OF THE GROUND.
 CY0329
 CY0329                          STATION RECOVERY (1970)
 CY0329
 CY0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0329'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS PREVIOUSLY
 CY0329'DESCRIBED IN 1960.  REFERENCE MARK 2 WAS SEARCHED FOR AND IS
 CY0329'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  ARIZONA STATE
 CY0329'HIGHWAY DEPARTMENT STATION MARKS HAVE BEEN UTILIZED FOR REFERENCE
 CY0329'MARK 3 AND THE AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1
 CY0329'COMPARES TO THAT OF 1960.
 CY0329'
 CY0329'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CY0329'
 CY0329'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF BOWIE, 90 YARDS
 CY0329'SOUTH OF THE SOUTH LANE OF INTERSTATE HIGHWAY 10 AND ON THE HIGHWAY
 CY0329'RIGHT-OF-WAY.
 CY0329'
 CY0329'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO EAST ON THE
 CY0329'MAIN STREET AND BUSINESS ROUTE OF INTERSTATE HIGHWAY 10 FOR 0.3 MILE
 CY0329'TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 CY0329'PAVED ROAD FOR 0.6 MILE TO THE OVERPASSES OF INTERSTATE HIGHWAY 10.
 CY0329'CONTINUE SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.  TO
 CY0329'REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVELED
 CY0329'ROAD ALONG THE SOUTH SIDE OF THE INTERSTATE HIGHWAY FOR 0.35 MILE
 CY0329'TO THE MARK ON THE LEFT.
 CY0329'
 CY0329'THE STATION MARK IS A STANDARD DISK STAMPED BART 1960, SET IN THE
 CY0329'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CY0329'GROUND SURFACE.  IT IS 56 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 CY0329'CORNER, 35 FEET EAST OF THE CENTER OF THE PAVED ROAD, 2 FEET SOUTH
 CY0329'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET WEST OF A
 CY0329'FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BART NO 1 1960, SET IN
 CY0329'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 CY0329'THE GROUND SURFACE.  IT IS 63 FEET SOUTH OF THE METAL WITNESS POST,
 CY0329'36 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 1 FOOT WEST OF
 CY0329'THE FENCE.
 CY0329'
 CY0329'REFERENCE MARK 3 IS A ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0329'ARIZONA HIGHWAY DEPT. 1968 ELEV. 3773.17 STA. 0+70, SET IN THE TOP
 CY0329'OF A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 CY0329'30 FEET WEST OF THE CENTER OF THE PAVED ROAD, 18 FEET NORTH OF A
 CY0329'POWER LINE POLE AND 2 FEET NORTH OF A METAL RIGHT-OF-WAY MARKER
 CY0329'POST.  THE POINT USED ON THIS DISK WAS THE PLUS SIGN.
 CY0329'
 CY0329'THE AZIMUTH MARK IS A ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0329'ARIZONA HIGHWAY DEPT. 1968 ELEV. 3786.06 STA. 3376+06.69, SET IN THE
 CY0329'TOP OF A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CY0329'IS 35.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 16 FEET SOUTH
 CY0329'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET EAST OF A METAL
 CY0329'RIGHT-OF-WAY MARKER POST AND 1 FOOT NORTH OF A METAL WITNESS POST
 CY0329'WITH SIGN ATTACHED.  THE POINT USED ON THIS DISK WAS THE
 CY0329'DECIMAL POINT IN THE ELEVATION NUMERALS.
 CY0329'
 CY0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 CY0329'BOWIE.
 CY0329'
 CY0329'HEIGHT OF LIGHT ABOVE STATION MARK 85.99 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0328 ***********************************************************************
 CY0328  DESIGNATION -  BART RM 1
 CY0328  PID         -  CY0328
 CY0328  STATE/COUNTY-  AZ/COCHISE
 CY0328  USGS QUAD   -  BOWIE (1974)
 CY0328
 CY0328                         *CURRENT SURVEY CONTROL
 CY0328  ___________________________________________________________________
 CY0328* NAD 83(1986)-  32 19 00.     (N)    109 29 03.     (W)     SCALED    
 CY0328* NAVD 88     -      1151.10   (+/-2cm)    3776.6    (feet)  VERTCON   
 CY0328  ___________________________________________________________________
 CY0328  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0328
 CY0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0328
 CY0328.The horizontal coordinates were scaled from a topographic map and have
 CY0328.an estimated accuracy of +/- 6 seconds.
 CY0328
 CY0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0328.The vertical order pertains to the NGVD 29 superseded value.
 CY0328
 CY0328.The geoid height was determined by GEOID03.
 CY0328
 CY0328;                    North         East    Units  Estimated Accuracy
 CY0328;SPC AZ E     -   146,180.      277,620.      MT  (+/- 180 meters Scaled)
 CY0328
 CY0328                          SUPERSEDED SURVEY CONTROL
 CY0328
 CY0328  NGVD 29 (??/??/92) 1150.398  (m)         3774.26   (f) ADJ UNCH    2 0
 CY0328
 CY0328.Superseded values are not recommended for survey control.
 CY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0328.See file dsdata.txt to determine how the superseded data were derived.
 CY0328
 CY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA426765(NAD 83)
 CY0328_MARKER: DB = BENCH MARK DISK
 CY0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0328_STAMPING: BART NO 1 1960
 CY0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0328+STABILITY: SURFACE MOTION
 CY0328
 CY0328  HISTORY     - Date     Condition        Report By
 CY0328  HISTORY     - 1960     MONUMENTED       CGS
 CY0328  HISTORY     - 1970     GOOD             NGS
 CY0328
 CY0328                          STATION DESCRIPTION
 CY0328
 CY0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0328'0.5 MI S FROM BOWIE.
 CY0328'0.3 MILE EAST FROM THE POST OFFICE IN BOWIE ALONG INTERSTATE HIGHWAY
 CY0328'BUSINESS ROUTE TO A PAVED SIDE ROAD THENCE SOUTH 0.6 MILE TO
 CY0328'OVERPASSES THENCE SOUTH 0.05 MILE, 63 FEET SOUTH OF A METAL WITNESS
 CY0328'POST WITH SIGN, 36 FEET EAST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 CY0328'WEST OF A FENCE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CY0328'SET FLUSH WITH THE SURFACE OF THE GROUND.  SEC 10, T 13 S, R 28 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2144 ***********************************************************************
 DU2144  DESIGNATION -  BASE STATION A
 DU2144  PID         -  DU2144
 DU2144  STATE/COUNTY-  AZ/PINAL
 DU2144  USGS QUAD   -  GILA BUTTE SE (1981)
 DU2144
 DU2144                         *CURRENT SURVEY CONTROL
 DU2144  ___________________________________________________________________
 DU2144* NAD 83(1992)-  33 04 12.44422(N)    111 51 02.42500(W)     ADJUSTED  
 DU2144* NAVD 88     -       439.6    (meters)    1442.     (feet)  VERTCON   
 DU2144  ___________________________________________________________________
 DU2144  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DU2144  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DU2144
 DU2144  HORZ ORDER  -  FIRST
 DU2144
 DU2144.The horizontal coordinates were established by classical geodetic methods
 DU2144.and adjusted by the National Geodetic Survey in August 1993..
 DU2144
 DU2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2144
 DU2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2144
 DU2144.The geoid height was determined by GEOID03.
 DU2144
 DU2144;                    North         East     Units Scale Factor Converg.
 DU2144;SPC AZ C     -   229,529.742   219,521.764   MT  0.99990047   +0 02 09.6
 DU2144;SPC AZ C     -   753,050.33    720,215.76   iFT  0.99990047   +0 02 09.6
 DU2144;UTM  12      - 3,659,382.537   420,595.347   MT  0.99967774   -0 27 51.1
 DU2144
 DU2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2144!SPC AZ C     -   0.99993571  x   0.99990047  =   0.99983618
 DU2144!UTM  12      -   0.99993571  x   0.99967774  =   0.99961347
 DU2144
 DU2144|---------------------------------------------------------------------|
 DU2144| PID    Reference Object                     Distance      Geod. Az  |
 DU2144|                                                           dddmmss.s |
 DU2144| CH4274 BASE STATION A RM 2                  11.128 METERS 19558     |
 DU2144| CH4273 BASE STATION A RM 1                  14.414 METERS 33951     |
 DU2144| DU2131 GILA BUTTE                          APPROX. 9.6 KM 3533945.1 |
 DU2144|---------------------------------------------------------------------|
 DU2144
 DU2144                          SUPERSEDED SURVEY CONTROL
 DU2144
 DU2144  NAD 83(1986)-  33 04 12.43763(N)    111 51 02.42823(W) AD(       ) 1
 DU2144  NAD 27      -  33 04 12.24430(N)    111 50 59.94094(W) AD(       ) 1
 DU2144  NGVD 29 (07/19/86)  439.1    (m)         1441.     (f) VERT ANG       
 DU2144
 DU2144.Superseded values are not recommended for survey control.
 DU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2144.See file dsdata.txt to determine how the superseded data were derived.
 DU2144
 DU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2059559383(NAD 83)
 DU2144_MARKER: DD = SURVEY DISK
 DU2144_SETTING: 66 = SET IN ROCK OUTCROP
 DU2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2144+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2144
 DU2144  HISTORY     - Date     Condition        Report By
 DU2144  HISTORY     - 1962     MONUMENTED       AMS
 DU2144  HISTORY     - 20060910 GOOD             GEOCAC
 DU2144
 DU2144                          STATION DESCRIPTION
 DU2144
 DU2144'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DU2144'T-4-S.  R-5-E.  IN SECTION 21 IN THE NORTHWEST 1/4.
 DU2144'
 DU2144'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOST NORTHERN
 DU2144'AND LOWEST OF TWO PEAKS OF A LONE ROCKY BUTTE.
 DU2144'
 DU2144'THE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CEMENTED INTO
 DU2144'A DRILL HOLE IN BEDROCK WHICH IS REINFORCED WITH ADDITIONAL
 DU2144'ROCK AND CONCRETE.  IT IS STAMPED--BASE STATION-A 1962 ARMY
 DU2144'MAP SERVICE.
 DU2144'
 DU2144'TO REACH FROM THE COURT HOUSE IN CHANDLER, MARICOPA COUNTY,
 DU2144'ARIZONA, GO SOUTH ON STATE HIGHWAY NO. 87 FOR 6.4 MILES TO THE
 DU2144'JUNCTION OF STATE HIGHWAYS 87 AND NO. 93, CONTINUE SOUTH ON
 DU2144'HIGHWAY NO. 93 FOR 911 MILES TO A CROSSROAD.  TURN RIGHT,
 DU2144'WEST, ON BLACK TOP ROAD AND GO FOR 0.5 MILE TO A CROSSROAD.
 DU2144'TURN LEFT, SOUTH, ON DIRT ROAD AND GO FOR 0.25 MILE TO THE END
 DU2144'OF A NORTH-SOUTH DITCH AND A ROAD ON RIGHT.  TURN RIGHT, WEST,
 DU2144'AND DRIVE TO THE BASE OF HILL.  PACK TO THE SUMMIT OF THE
 DU2144'MOST NORTHERN PEAK AND THE STATION SITE.
 DU2144'
 DU2144'REFERENCE MARK NO. 1 IS A C. OF E. DISK SET IN BEDROCK AND
 DU2144'IS STAMPED--BASE STATION-A R.M.-1 1962 ARMY MAP SERVICE.
 DU2144'LOCATED 47.29 FEET NORTH OF THE STATION.
 DU2144'
 DU2144'REFERENCE MARK NO. 2 IS A C. OF E. DISK SET IN BEDROCK AND
 DU2144'IS STAMPED--BASE STATION-A R.M.-2 1962 ARMY MAP SERVICE.
 DU2144'LOCATED 36.51 FEET SOUTH-SOUTHWEST OF THE STATION.
 DU2144
 DU2144                          STATION RECOVERY (2006)
 DU2144
 DU2144'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2144'THE STATION MARK, RM1, AND RM2 WERE ALL RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2156 ***********************************************************************
 DU2156  DESIGNATION -  BASELINE
 DU2156  PID         -  DU2156
 DU2156  STATE/COUNTY-  AZ/MARICOPA
 DU2156  USGS QUAD   -  MESA (1982)
 DU2156
 DU2156                         *CURRENT SURVEY CONTROL
 DU2156  ___________________________________________________________________
 DU2156* NAD 83(1992)-  33 22 38.37374(N)    111 50 32.47827(W)     ADJUSTED  
 DU2156* NAVD 88     -       369.0    (meters)    1211.     (feet)  VERTCON   
 DU2156  ___________________________________________________________________
 DU2156  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DU2156  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2156
 DU2156  HORZ ORDER  -  SECOND
 DU2156
 DU2156.The horizontal coordinates were established by classical geodetic methods
 DU2156.and adjusted by the National Geodetic Survey in August 1993..
 DU2156
 DU2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2156
 DU2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2156
 DU2156.The geoid height was determined by GEOID03.
 DU2156
 DU2156;                    North         East     Units Scale Factor Converg.
 DU2156;SPC AZ C     -   263,598.233   220,274.256   MT  0.99990059   +0 02 27.2
 DU2156;SPC AZ C     -   864,823.60    722,684.57   iFT  0.99990059   +0 02 27.2
 DU2156;UTM  12      - 3,693,435.499   421,646.226   MT  0.99967569   -0 27 48.4
 DU2156
 DU2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2156!SPC AZ C     -   0.99994676  x   0.99990059  =   0.99984735
 DU2156!UTM  12      -   0.99994676  x   0.99967569  =   0.99962246
 DU2156
 DU2156|---------------------------------------------------------------------|
 DU2156| PID    Reference Object                     Distance      Geod. Az  |
 DU2156|                                                           dddmmss.s |
 DU2156| CH4275 BASELINE RM 1                        13.120 METERS 19522     |
 DU2156| DU2189 HUMM 2                              APPROX.12.1 KM 2854350.1 |
 DU2156| CH4276 BASELINE RM 2                         5.606 METERS 31738     |
 DU2156|---------------------------------------------------------------------|
 DU2156
 DU2156                          SUPERSEDED SURVEY CONTROL
 DU2156
 DU2156  NAD 83(1986)-  33 22 38.36785(N)    111 50 32.48267(W) AD(       ) 2
 DU2156  NAD 27      -  33 22 38.19657(N)    111 50 29.97358(W) AD(       ) 2
 DU2156  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG       
 DU2156
 DU2156.Superseded values are not recommended for survey control.
 DU2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2156.See file dsdata.txt to determine how the superseded data were derived.
 DU2156
 DU2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2164693435(NAD 83)
 DU2156_MARKER: DD = SURVEY DISK
 DU2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2156
 DU2156  HISTORY     - Date     Condition        Report By
 DU2156  HISTORY     - 1976     MONUMENTED       AZDT
 DU2156  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2156
 DU2156                          STATION DESCRIPTION
 DU2156
 DU2156'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2156'THE STATION IS ABOUT 2.5 MILES SOUTH OF MESA NEAR THE
 DU2156'INTERSECTION OF STATE HIGHWAY 87-93 AND BASELINE ROAD IN THE
 DU2156'TRAFFIC ISLAND ON WEST SIDE OF HIGHWAY 87-93.
 DU2156'
 DU2156'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BASELINE
 DU2156'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2156'STATION IS ABOUT 0.1 MILE SOUTH OF INTERSECTION AT BASELINE
 DU2156'ROAD AND STATE HIGHWAY 87-93 IN A TRAFFIC ISLAND, 80 FEET WEST
 DU2156'OF SOUTHBOUND LANE OF HIGHWAY, 12.5 FEET EAST OF CURB AND 35
 DU2156'FEET EAST OF A TELEPHONE POLE.
 DU2156'
 DU2156'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2156'BASELINE 1976 AND IS EPOXIED IN EAST CURB OF ACCESS ROAD.  THE
 DU2156'MARK IS 45 FEET SOUTHEAST OF A TELEPHONE POLE.
 DU2156'
 DU2156'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2156'BASELINE 1976 AND IS EPOXIED IN EAST CURB OF ACCESS.  THE MARK
 DU2156'IS 29 FEET SOUTHWEST OF A TELEPHONE POLE.
 DU2156'
 DU2156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87-93
 DU2156'AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO SOUTH ON STATE
 DU2156'HIGHWAY 87-93 FOR 2.5 MILES TO INTERSECTION OF BASELINE ROAD
 DU2156'AND STATION IN A TRAFFIC ISLAND WEST OF HIGHWAY AND SOUTH OF
 DU2156'BASELINE ROAD.
 DU2156'
 DU2156'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2156
 DU2156                          STATION RECOVERY (2005)
 DU2156
 DU2156'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2156'TRAFFIC ISLAND, TELEPHONE POLE, AND REFERENCE MARKS NOT FOUND. THE
 DU2156'TRAFFIC FLOW IN THIS AREA HAS CHANGED SINCE 1976. SIDEWALKS HAD A DATE
 DU2156'STAMP OF 1988. THE ADJUSTED COORDINATES POINT TO AREA WITH A SMALL
 DU2156'HILL OF GRAVEL AND DIRT WEST OF STATE HIGHWAY 87-93 (ARIZONA AVE.).
 DU2156'DID NOT PROBE THE GROUND IN THE AREA FOR THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0300 ***********************************************************************
 GQ0300  DESIGNATION -  BASS
 GQ0300  PID         -  GQ0300
 GQ0300  STATE/COUNTY-  AZ/COCONINO
 GQ0300  USGS QUAD   -  HAVASUPAI POINT (1988)
 GQ0300
 GQ0300                         *CURRENT SURVEY CONTROL
 GQ0300  ___________________________________________________________________
 GQ0300* NAD 83(1992)-  36 10 13.52010(N)    112 21 26.34670(W)     ADJUSTED  
 GQ0300* NAVD 88     -      2065.77   (+/-2cm)    6777.4    (feet)  VERTCON   
 GQ0300  ___________________________________________________________________
 GQ0300  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 GQ0300  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0300
 GQ0300  HORZ ORDER  -  SECOND
 GQ0300  VERT ORDER  -  THIRD ? (See Below)
 GQ0300
 GQ0300.The horizontal coordinates were established by classical geodetic methods
 GQ0300.and adjusted by the National Geodetic Survey in August 1993..
 GQ0300
 GQ0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0300.The vertical order pertains to the NGVD 29 superseded value.
 GQ0300
 GQ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0300
 GQ0300.The geoid height was determined by GEOID03.
 GQ0300
 GQ0300;                    North         East     Units Scale Factor Converg.
 GQ0300;SPC AZ C     -   573,511.119   173,718.707   MT  0.99991936   -0 15 36.3
 GQ0300;SPC AZ C     - 1,881,598.16    569,943.26   iFT  0.99991936   -0 15 36.3
 GQ0300;UTM  12      - 4,003,704.499   377,928.359   MT  0.99978361   -0 48 04.2
 GQ0300
 GQ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0300!SPC AZ C     -   0.99967953  x   0.99991936  =   0.99959891
 GQ0300!UTM  12      -   0.99967953  x   0.99978361  =   0.99946320
 GQ0300
 GQ0300:                Primary Azimuth Mark                     Grid Az
 GQ0300:SPC AZ C     -  POST                                     187 21 33.9
 GQ0300:UTM  12      -  POST                                     187 54 01.8
 GQ0300
 GQ0300|---------------------------------------------------------------------|
 GQ0300| PID    Reference Object                     Distance      Geod. Az  |
 GQ0300|                                                           dddmmss.s |
 GQ0300| GQ0265 POST                                APPROX.15.6 KM 1870557.6 |
 GQ0300|---------------------------------------------------------------------|
 GQ0300
 GQ0300                          SUPERSEDED SURVEY CONTROL
 GQ0300
 GQ0300  NAD 83(1986)-  36 10 13.51437(N)    112 21 26.34755(W) AD(       ) 2
 GQ0300  NAD 27      -  36 10 13.58500(N)    112 21 23.70900(W) AD(       ) 2
 GQ0300  NGVD 29 (05/08/89) 2064.85   (m)         6774.4    (f) LEVELING    3  
 GQ0300
 GQ0300.Superseded values are not recommended for survey control.
 GQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0300.See file dsdata.txt to determine how the superseded data were derived.
 GQ0300
 GQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7792803704(NAD 83)
 GQ0300_MARKER: DS = TRIANGULATION STATION DISK
 GQ0300_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0300_SP_SET: SET IN A ROCK LEDGE
 GQ0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0300+STABILITY: POSITION/ELEVATION WELL
 GQ0300
 GQ0300  HISTORY     - Date     Condition        Report By
 GQ0300  HISTORY     - 1903     MONUMENTED       USGS
 GQ0300
 GQ0300                          STATION DESCRIPTION
 GQ0300
 GQ0300'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0300'LOCATED 1 MI E. OF BASS CAMP.  ON HIGH POINT OF PLATEAU.
 GQ0300'
 GQ0300'TO REACH FROM BASS CAMP, TAKE WAGON RD. TO HAVASUPAI POINT.  GO
 GQ0300'300 FT. S. TO STATION.
 GQ0300'
 GQ0300'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0300'IN FLAT, LIMESTONE LEDGE.
 GQ0300'
 GQ0300'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1777 ***********************************************************************
 CZ1777  DESIGNATION -  BASS
 CZ1777  PID         -  CZ1777
 CZ1777  STATE/COUNTY-  AZ/COCHISE
 CZ1777  USGS QUAD   -  HOOKERS HOT SPRINGS (1985)
 CZ1777
 CZ1777                         *CURRENT SURVEY CONTROL
 CZ1777  ___________________________________________________________________
 CZ1777* NAD 83(1992)-  32 19 02.05981(N)    110 14 51.47510(W)     ADJUSTED  
 CZ1777* NAVD 88     -      1605.9    (meters)    5269.     (feet)  VERTCON   
 CZ1777  ___________________________________________________________________
 CZ1777  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CZ1777  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CZ1777
 CZ1777  HORZ ORDER  -  FIRST
 CZ1777
 CZ1777.The horizontal coordinates were established by classical geodetic methods
 CZ1777.and adjusted by the National Geodetic Survey in August 1993..
 CZ1777
 CZ1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1777
 CZ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1777
 CZ1777.The geoid height was determined by GEOID03.
 CZ1777
 CZ1777;                    North         East     Units Scale Factor Converg.
 CZ1777;SPC AZ E     -   146,044.869   205,736.555   MT  0.99990072   -0 02 35.8
 CZ1777;SPC AZ E     -   479,149.83    674,988.70   iFT  0.99990072   -0 02 35.8
 CZ1777;UTM  12      - 3,575,848.697   570,820.285   MT  0.99966185   +0 24 08.1
 CZ1777
 CZ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1777!SPC AZ E     -   0.99975223  x   0.99990072  =   0.99965297
 CZ1777!UTM  12      -   0.99975223  x   0.99966185  =   0.99941416
 CZ1777
 CZ1777|---------------------------------------------------------------------|
 CZ1777| PID    Reference Object                     Distance      Geod. Az  |
 CZ1777|                                                           dddmmss.s |
 CZ1777| CC6016 BASS RM 1                             3.556 METERS 01836     |
 CZ1777| CC6015 BASS AZ MK                                         0213039.8 |
 CZ1777| CC6017 BASS RM 2                             4.726 METERS 07457     |
 CZ1777|---------------------------------------------------------------------|
 CZ1777
 CZ1777                          SUPERSEDED SURVEY CONTROL
 CZ1777
 CZ1777  NAD 83(1986)-  32 19 02.05392(N)    110 14 51.46960(W) AD(       ) 1
 CZ1777  NAD 27      -  32 19 01.80400(N)    110 14 49.21000(W) AD(       ) 1
 CZ1777  NGVD 29 (07/19/86) 1605.1    (m)         5266.     (f) VERT ANG       
 CZ1777
 CZ1777.Superseded values are not recommended for survey control.
 CZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1777.See file dsdata.txt to determine how the superseded data were derived.
 CZ1777
 CZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7082075849(NAD 83)
 CZ1777_MARKER: DS = TRIANGULATION STATION DISK
 CZ1777_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1777
 CZ1777  HISTORY     - Date     Condition        Report By
 CZ1777  HISTORY     - 1946     MONUMENTED       CGS
 CZ1777  HISTORY     - 1972     GOOD             AZHD
 CZ1777
 CZ1777                          STATION DESCRIPTION
 CZ1777
 CZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1777'THE STATION IS LOCATED ON THE E OF TWO ROCKY PROMINENT PEAKS
 CZ1777'WHICH BREAK OFF SHARPLY TO THE SW AND W, AND LIES ON THE DIVIDE
 CZ1777'BETWEEN THE ALLEN FLATS AND THE SAN PEDRO RIVER, ABOUT 2
 CZ1777'MILES S OF THE MULE SHOE RANCH.  IN APPROXIMATE AIRLINE DISTANCES
 CZ1777'IT IS LOCATED 25 MILES SW OF BONITA, 24 MILES WNW OF WILLCOX,
 CZ1777'24 MILES N OF BENSON, AND 16 MILES SE OF REDINGTON.
 CZ1777'
 CZ1777'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CZ1777'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO A TEXACO SERVICE
 CZ1777'STATION ON THE RIGHT AND A CROSSROAD.  TURN RIGHT, LEAVING
 CZ1777'THE HIGHWAY, AND GO FOR 0.2 MILE ON A GRADED GRAVELED ROAD,
 CZ1777'THENCE JOG 50 YARDS LEFT AND CONTINUE FOR 0.2 MILE.  HERE
 CZ1777'JOG RIGHT 50 YARDS AND CONTINUE W ON THE MACADAM ROAD, WHICH
 CZ1777'TURNS INTO A GRADED GRAVELED ROAD, GOING FOR 14 MILES TO A
 CZ1777'FORK.  (THIS ROAD GOING W FROM WILLCOX IS LOCALLY KNOWN AS THE
 CZ1777'CASCABEL ROAD.) THE AZIMUTH MARK FOR STATION CAS IS LOCATED AT
 CZ1777'THIS FORK.  TAKE THE RIGHT FORK HERE AND FOLLOW THE MAIN
 CZ1777'TRAVELED GRADED GRAVEL ROAD 11.6 MI. TO A WHITE GATE AND
 CZ1777'CATTLE GUARD AND A SIGN READING MULE SHOE RANCH NO HUNTING.
 CZ1777'PASS OVER THE CATTLE GUARD AND CONTINUE ON THE MAIN ROAD
 CZ1777'FOR 0.8 MILE TO A POINT JUST OPPOSITE A CANYON OPENING ON
 CZ1777'THE OTHER SIDE OF THE WASH.  (THIS POINT IS JUST 0.15 MILE
 CZ1777'BEFORE THE ROAD PASSES A CORRAL AND CATTLE LOADING CHUTE
 CZ1777'ON THE LEFT AND 1.2 MILES BEFORE THE ROAD REACHES THE
 CZ1777'CATTLE GUARD MARKING THE ENTRANCE TO THE MULE SHOE RANCH AND
 CZ1777'THE U.S.G.S. B.M. USED AS THE AZIMUTH MARK FOR THE
 CZ1777'STATION.) TURN LEFT OFF THE MAIN ROAD AND GO ACROSS
 CZ1777'COUNTRY FOR 0.1 MILE TO THE MAIN WASH.  CROSS THIS WASH
 CZ1777'AND GO UP THE SIDE WASH, WHICH ENTERS THE BIG WASH AT
 CZ1777'THIS POINT.  CONTINUE UP THE SIDE WASH FOR 0.5 MILE TO THE
 CZ1777'END OF TRUCK TRAVEL AT A FENCE CROSSING THE WASH.  FROM HERE
 CZ1777'PACK UP THE WASH FOR ABOUT 1/2 MILE TO THE FIRST FAIRLY
 CZ1777'GOOD-SIZED FORK IN THE WASH.  TAKE THE RIGHT WASH AT THIS
 CZ1777'POINT AND GO UP IT UNTIL THE FIRST GOOD-SIZED FORK IN IT.
 CZ1777'TAKE THE LEFT WASH HERE AND PACK UP IT TO THE DIVIDE AND THEN
 CZ1777'BEAR RIGHT AND PACK UP TO THE TOP OF THE PEAK AND THE STATION.
 CZ1777'
 CZ1777'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BASS 1946, AND
 CZ1777'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 9 INCHES ABOVE THE
 CZ1777'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 5 FEET NNW OF A 3-FOOT
 CZ1777'ROCK CAIRN.
 CZ1777'
 CZ1777'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BASS
 CZ1777'NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 CZ1777'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 12 INCHES
 CZ1777'LOWER THAN THE STATION AND IS LOCATED N OF THE STATION.
 CZ1777'
 CZ1777'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BASS
 CZ1777'NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1777'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 3 FEET LOWER
 CZ1777'THAN THE STATION AND IS LOCATED ENE OF THE STATION.
 CZ1777'
 CZ1777'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK, STAMPED
 CZ1777'4088 GWM 32 1942, AND SET IN A SQUARE CONCRETE POST WHICH
 CZ1777'PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 CZ1777'LOCATED 2 MILES N OF THE STATION, 65 FEET E OF THE CENTER OF
 CZ1777'THE CATTLE GUARD, 24 FEET NE OF THE ROAD, 4-1/2 FEET SE OF SIGN,
 CZ1777'AND 2-1/2 FEET SW OF A WHITE WITNESS POST.
 CZ1777'
 CZ1777'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 CZ1777
 CZ1777                          STATION RECOVERY (1972)
 CZ1777
 CZ1777'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS)
 CZ1777'STATION MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1011 ***********************************************************************
 ES1011  DESIGNATION -  BAT
 ES1011  PID         -  ES1011
 ES1011  STATE/COUNTY-  AZ/COCONINO
 ES1011  USGS QUAD   -  MUNDS PARK (1974)
 ES1011
 ES1011                         *CURRENT SURVEY CONTROL
 ES1011  ___________________________________________________________________
 ES1011* NAD 83(1992)-  34 57 24.81084(N)    111 41 09.46284(W)     ADJUSTED  
 ES1011* NAVD 88     -      2095.1    (meters)    6874.     (feet)  VERTCON   
 ES1011  ___________________________________________________________________
 ES1011  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 ES1011  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 ES1011
 ES1011  HORZ ORDER  -  SECOND
 ES1011
 ES1011.The horizontal coordinates were established by classical geodetic methods
 ES1011.and adjusted by the National Geodetic Survey in August 1993..
 ES1011
 ES1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1011
 ES1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1011
 ES1011.The geoid height was determined by GEOID03.
 ES1011
 ES1011;                    North         East     Units Scale Factor Converg.
 ES1011;SPC AZ C     -   438,816.579   234,429.568   MT  0.99990547   +0 07 55.9
 ES1011;SPC AZ C     - 1,439,686.94    769,125.88   iFT  0.99990547   +0 07 55.9
 ES1011;UTM  12      - 3,868,477.368   437,371.513   MT  0.99964834   -0 23 34.9
 ES1011
 ES1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1011!SPC AZ C     -   0.99967495  x   0.99990547  =   0.99958045
 ES1011!UTM  12      -   0.99967495  x   0.99964834  =   0.99932340
 ES1011
 ES1011|---------------------------------------------------------------------|
 ES1011| PID    Reference Object                     Distance      Geod. Az  |
 ES1011|                                                           dddmmss.s |
 ES1011| CH2692 BAT RM 2                              9.937 METERS 05718     |
 ES1011| ES0521 MOUND                               APPROX. 2.7 KM 1152700.7 |
 ES1011| ES1012 TT Y 6866                             8.772 METERS 29957     |
 ES1011|---------------------------------------------------------------------|
 ES1011
 ES1011                          SUPERSEDED SURVEY CONTROL
 ES1011
 ES1011  NAD 83(1986)-  34 57 24.80738(N)    111 41 09.46087(W) AD(       ) 2
 ES1011  NAD 27      -  34 57 24.75220(N)    111 41 06.88910(W) AD(       ) 2
 ES1011  NGVD 29 (07/19/86) 2094.2    (m)         6871.     (f) VERT ANG       
 ES1011
 ES1011.Superseded values are not recommended for survey control.
 ES1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1011.See file dsdata.txt to determine how the superseded data were derived.
 ES1011
 ES1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3737268477(NAD 83)
 ES1011_MARKER: DE = TRAVERSE STATION DISK
 ES1011_SETTING: 66 = SET IN ROCK OUTCROP
 ES1011
 ES1011  HISTORY     - Date     Condition        Report By
 ES1011  HISTORY     - 1959     MONUMENTED       CGS
 ES1011  HISTORY     - 1972     GOOD             AZHD
 ES1011
 ES1011                          STATION DESCRIPTION
 ES1011
 ES1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1011'THE STATION IS LOCATED ON A ROCK CLIFF ABOUT 15.5 MILES SOUTH OF
 ES1011'FLAGSTAFF, 11.0 MILES NORTH OF THE COCONINO AND YAVAPAI COUNTY
 ES1011'LINE, 6.5 MILES NORTHEAST OF SEDONA AND 0.5 MILE WEST OF INTERSTATE
 ES1011'HIGHWAY 17.
 ES1011'
 ES1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89
 ES1011'AND 89A IN THE SOUTHWEST PART OF FLAGSTAFF, GO SOUTH ON U.S.
 ES1011'HIGHWAY 89A FOR 3.8 MILES TO A CROSSROAD AT THE ENTRANCE TO THE
 ES1011'FLAGSTAFF AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY 89A FOR 0.8
 ES1011'MILE TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 ES1011'SOUTHEASTERLY FOR 0.8 MILE TO INTERSTATE HIGHWAY 17, GO SOUTH ON
 ES1011'INTERSTATE HIGHWAY 17 FOR 12.4 MILES TO A GATE ON THE RIGHT,
 ES1011'HERE TURN RIGHT PASSING THROUGH GATE AND FOLLOW THE TRACK ROAD
 ES1011'WESTERLY FOR 0.5 MILE TO A 12 INCH PINE TREE WITH A BLAZE ON
 ES1011'THE EAST SIDE AND THE END OF TRUCK TRAVEL.
 ES1011'
 ES1011'PACK NORTH, THROUGH TIMBER TO TOP OF CLIFF AND STATION.
 ES1011'
 ES1011'A 20 MINUTE PACK.
 ES1011'
 ES1011'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BAT
 ES1011'1959, CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS ON
 ES1011'THE SOUTH EDGE OF THE ROCK CLIFF, 27 FEET SOUTH OF A LARGE
 ES1011'JUNIPER TREE.
 ES1011'
 ES1011'REFERENCE MARK 1 IS A STANDARD U.S.G.S. DISK, STAMPED TT NO
 ES1011'Y6866 VA 1930, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1011'PROJECTS 12 INCHES.  IT IS 12 FEET NORTHEAST OF THE EDGE OF THE
 ES1011'ROCK CLIFF AND 36 FEET WEST OF A LARGE JUNIPER TREE.
 ES1011'
 ES1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAT NO 2 1959,
 ES1011'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES
 ES1011'AND IS 2 FEET LOWER THAN THE STATION.  IT IS 18 FEET EAST OF A
 ES1011'LARGE JUNIPER TREE.
 ES1011'
 ES1011'TRIANGULATION STATION MOUND CAN BE USED FOR AN AZIMUTH, SEE
 ES1011'DESCRIPTION THEREOF.
 ES1011
 ES1011                          STATION RECOVERY (1972)
 ES1011
 ES1011'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1011'GENERAL LOCATION - AS PER DESCRIPTION
 ES1011'
 ES1011'TO REACH - AS PER DESCRIPTION
 ES1011'
 ES1011'STATION MARK - AS PER DESCRIPTION
 ES1011'
 ES1011'REFERENCE MARKS - R.M. 1 AND 2 BOTH IN AND GOOD
 ES1011'
 ES1011'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0641 ***********************************************************************
 GP0641  DESIGNATION -  BAT
 GP0641  PID         -  GP0641
 GP0641  STATE/COUNTY-  AZ/COCONINO
 GP0641  USGS QUAD   -  BAT SPRING (1967)
 GP0641
 GP0641                         *CURRENT SURVEY CONTROL
 GP0641  ___________________________________________________________________
 GP0641* NAD 83(1992)-  36 06 14.62300(N)    110 48 04.78523(W)     ADJUSTED  
 GP0641* NAVD 88     -      1831.8    (meters)    6010.     (feet)  GPS OBS   
 GP0641  ___________________________________________________________________
 GP0641  X           -  -1,832,700.150 (meters)                     COMP
 GP0641  Y           -  -4,824,280.044 (meters)                     COMP
 GP0641  Z           -   3,738,593.352 (meters)                     COMP
 GP0641  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 GP0641  ELLIP HEIGHT-        1809.68  (meters)          (03/15/96) GPS OBS
 GP0641  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 GP0641
 GP0641  HORZ ORDER  -  FIRST
 GP0641  ELLP ORDER  -  FOURTH    CLASS I
 GP0641
 GP0641.The horizontal coordinates were established by GPS observations
 GP0641.and adjusted by the National Geodetic Survey in March 1996..
 GP0641
 GP0641.The orthometric height was determined by GPS observations and a
 GP0641.high-resolution geoid model.
 GP0641
 GP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0641
 GP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0641
 GP0641.The ellipsoidal height was determined by GPS observations
 GP0641.and is referenced to NAD 83.
 GP0641
 GP0641.The geoid height was determined by GEOID03.
 GP0641
 GP0641;                    North         East     Units Scale Factor Converg.
 GP0641;SPC AZ C     -   566,634.441   313,782.567   MT  1.00002422   +0 39 26.2
 GP0641;SPC AZ C     - 1,859,036.88  1,029,470.36   iFT  1.00002422   +0 39 26.2
 GP0641;SPC AZ E     -   566,244.939   156,217.110   MT  0.99994022   -0 22 26.4
 GP0641;SPC AZ E     - 1,857,758.99    512,523.33   iFT  0.99994022   -0 22 26.4
 GP0641;UTM  12      - 3,995,508.813   517,882.182   MT  0.99960394   +0 07 01.4
 GP0641
 GP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0641!SPC AZ C     -   0.99971606  x   1.00002422  =   0.99974027
 GP0641!SPC AZ E     -   0.99971606  x   0.99994022  =   0.99965629
 GP0641!UTM  12      -   0.99971606  x   0.99960394  =   0.99932011
 GP0641
 GP0641|---------------------------------------------------------------------|
 GP0641| PID    Reference Object                     Distance      Geod. Az  |
 GP0641|                                                           dddmmss.s |
 GP0641| CD3972 BAT RM 1                              7.975 METERS 09757     |
 GP0641| CD3971 BAT AZ MK                                          2254208.0 |
 GP0641| CD3973 BAT RM 2                              6.512 METERS 34958     |
 GP0641|---------------------------------------------------------------------|
 GP0641
 GP0641                          SUPERSEDED SURVEY CONTROL
 GP0641
 GP0641  NAD 83(1992)-  36 06 14.62645(N)    110 48 04.78186(W) AD(       ) 1
 GP0641  NAD 83(1986)-  36 06 14.62722(N)    110 48 04.78009(W) AD(       ) 1
 GP0641  NAD 27      -  36 06 14.63700(N)    110 48 02.27500(W) AD(       ) 1
 GP0641  NGVD 29 (07/19/86) 1832.1    (m)         6011.     (f) VERT ANG       
 GP0641
 GP0641.Superseded values are not recommended for survey control.
 GP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0641.See file dsdata.txt to determine how the superseded data were derived.
 GP0641
 GP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE1788295509(NAD 83)
 GP0641_MARKER: DS = TRIANGULATION STATION DISK
 GP0641_SETTING: 66 = SET IN ROCK OUTCROP
 GP0641_STAMPING: BAT 1951
 GP0641_MARK LOGO: CGS   
 GP0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0641+STABILITY: POSITION/ELEVATION WELL
 GP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0641+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1995
 GP0641
 GP0641  HISTORY     - Date     Condition        Report By
 GP0641  HISTORY     - 1951     MONUMENTED       CGS
 GP0641  HISTORY     - 1970     GOOD             USGS
 GP0641  HISTORY     - 19950810 GOOD             NGS
 GP0641
 GP0641                          STATION DESCRIPTION
 GP0641
 GP0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0641'THE STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE THAT LIES
 GP0641'BETWEEN BAT CANYON AND BLUE CANYON WASH.  IT IS ABOUT 18 MILES
 GP0641'AIRLINE NORTHWEST OF ORAIBI, ABOUT 24 MILES AIRLINE EAST OF
 GP0641'TUBA CITY, AND ABOUT 38 MILES AIRLINE EAST-NORTHEAST OF CAMERON.
 GP0641'
 GP0641'THE STATION IS 8 FEET SOUTH OF A 3-FOOT CAIRN AND ON A LARGE
 GP0641'FLAT AND STONE OUTCROP.  IT IS A STANDARD DISK SET IN A DRILL
 GP0641'HOLE IN SAND STONE BEDROCK THAT IS FLUSH WITH THE SURROUNDING
 GP0641'SURFACE.  THE DISK IS STAMPED--BAT 1951.
 GP0641'
 GP0641'REFERENCE MARK NUMBER ONE IS ABOUT 1/2 FOOT LOWER THAN THE
 GP0641'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE LARGE
 GP0641'SAND STONE OUTCROP AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--BAT
 GP0641'NO 1 1951.
 GP0641'
 GP0641'REFERNECE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 GP0641'STATION AND 20 FEET SOUTH OF A SHEEP DROP OF 8 FEET.  IT IS A
 GP0641'STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE LARGE SAND STONE
 GP0641'OUTCROP AND PROJECTS 1 INCH.  THE DISK IS STAMPED--BAT NO 2 1951.
 GP0641'
 GP0641'THE AZIMUTH MARK IS ON THE FIRST ROCKY KNOLL THAT IS SOUTHWEST
 GP0641'OF THE STATION.  IT IS 74 FEET EAST-SOUTHEAST OF A 3-FOOT CAIRN,
 GP0641'55 FEET WEST-NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, AND 8
 GP0641'FEET NORTHEAST OF A SHEER DROP OF 6 FEET.  IT IS A STANDARD DISK
 GP0641'SET IN A DRILL HOLE IN SAND STONE BEDROCK THAT PROJECTS 2 FEET.
 GP0641'THE DISK IS STAMPED--BAT 1951.  TO REACH THE MARK FROM THE
 GP0641'STATION GO SOUTHWEST ON THE TRACK ROAD FOR 1/4 MILE TO THE NEXT
 GP0641'KNOLL AND THE MARK.
 GP0641'
 GP0641'TO REACH THE STATION FROM THE POST OFFICE IN TUBA CITY GO EAST FOR
 GP0641'0.45 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH, AND GO 0.55
 GP0641'MILE TO A FORK.  KEEP RIGHT, STRAIGHT AHEAD, AND GO 0.65 MILE
 GP0641'TO A FORK.  TAKE THE LEFT FORK, SOUTHEAST, AND GO 31.9 MILES TO A
 GP0641'CROSS ROAD AND A TRIANGULAR BLAZED TELEPHONE POLE ON THE LEFT.
 GP0641'TURN LEFT, NORTH, AND GO 1.4 MILES TO WINDMILL AND A TANK.  PASS
 GP0641'TO THE LEFT OF THE WINDMILL AND GO NORTHERLY FOR 1.75 MILES TO
 GP0641'A FORK JUST BEFORE REACHING A RESERVOIR DAM.  TAKE THE RIGHT
 GP0641'FORK, NORTHERLY, AND GO 4.35 MILES TO A FORK.  TAKE THE LEFT
 GP0641'FORK, NORTHWEST, FOR 1.0 MILE TO A WINDMILL AND THREE
 GP0641'FORKS.  TURN SHARP RIGHT, EAST, AND KEEP THE MIDDLE FORK
 GP0641'FOR 0.5 MILE TO A FORK.  KEEP THE LEFT FORK FOR 0.15 MILE TO
 GP0641'A FORK.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A CROSS ROAD.  GO
 GP0641'STRAIGHT AHEAD, EAST, FOR 0.25 MILE TO AN ABANDONED SQUARE
 GP0641'ROCK HOGAN ON THE RIGHT.  CONTINUE, STRAIGHT AHEAD, FOR 1.1
 GP0641'MILES TO A FORK JUST BEFORE REACHING THE CREST OF THE RIDGE.
 GP0641'KEEP THE LEFT FORK, EAST, AND GO 1.05 MILES TO A CROSS ROAD.
 GP0641'CONTINUE, STRAIGHT AHEAD, FOR 0.15 MILE TO A WASH.  TURN
 GP0641'LEFT BEFORE CROSSING THE WASH AND GO, NORTH, FOR 0.3 MILE TO
 GP0641'THE AZIMUTH MARK ON THE LEFT.  FOLLOW THE TRACK ROAD,
 GP0641'NORTHEAST, FOR 1/4 MILE TO THE TOP OF THE KNOLL AND THE
 GP0641'STATION.
 GP0641'
 GP0641'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 GP0641
 GP0641                          STATION RECOVERY (1970)
 GP0641
 GP0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0641'INSTRUMENT STAND 5.1 FT ABOVE STATION MARK.
 GP0641'
 GP0641'ALL MARKS FOUND IN GOOD CONDITION.
 GP0641'
 GP0641'NEW TO REACH FOLLOWS--
 GP0641'
 GP0641'TO REACH FROM THE TUBA CITY GO S. ON HIGHWAY 264 FOR 33 MI TO A
 GP0641'RD. FORK SE, OF HOWELL MESA.  TURN LEFT LEAVE MAIN PAVED HIGHWAY,
 GP0641'AND GO NE. PASSING UNDER STEEL TOWER POWER LINE FOR 0.5 MI TO
 GP0641'Y-RD. FORK.  GO LEFT 0.2 MI TO CROSSROAD.  GO STRAIGHT AHEAD 0.6
 GP0641'MI TO CROSSROAD.  GO 0.5 MI TO CROSSROAD.  GO 0.1 MI TO REVERSE
 GP0641'Y-RD. FORK.  GO 0.6 MI TO Y-RD. FORK.  GO RIGHT 0.6 MI TO
 GP0641'CROSSROAD NEAR STOCKPOND.  GO STRAIGHT 0.2 MI TO CROSSROAD.
 GP0641'GO STRAIGHT 0.6 MI TO CROSSROAD.  GO STRAIGHT 0.4 MI TO
 GP0641'REVERSE Y-RD. FORK.  GO STRAIGHT 0.4 MI TO T-RD. FORK LEFT.
 GP0641'GO STRAIGHT 0.2 MI T-RD. AT HOGANS.  GO STRAIGHT 1.3 MI TO
 GP0641'Y-RD. FORK.  GO LEFT 0.2 MI TO CROSSROAD.  GO 0.9 MI TO
 GP0641'CROSSROAD.  GO FT AT CROSSROAD 0.1 MI TO T-RD. FORK.  GO
 GP0641'LEFT AT T-RD. 0.4 MI TO REVERSE Y-RD. FORK.  GO STRAIGHT
 GP0641'0.7 MI TO Y-RD. FORK.  GO RIGHT 0.1 MI TO REVERSE Y-R
 GP0641'FORK (THIS POINT IS ABOUT 0.1 MI E. OF 5 HOGANS AND
 GP0641'SECTION CORNER 14/T31N/R14E, BRASS CAP NEAR HOGANS).  GO 0.2 MI
 GP0641'TO Y-RD. FORK.  GO LEFT 0.3 MI TO Y-RD.  FORK.  GO LEFT 0.7
 GP0641'MI TO A POINT ACROSS A SMALL DRAIN AND ABOUT 600 FT SE. OF A
 GP0641'MUD HOGAN AND RUINS OF A SQUARE ROCK HOGAN.  LEAVE RD. AND
 GP0641'GO RIGHT ACROSS COUNTRY 0.4 MI TO HIGH POINT ON NE. END OF
 GP0641'SAND AND ROCKY TOP TO STATION.
 GP0641
 GP0641                          STATION RECOVERY (1995)
 GP0641
 GP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 GP0641'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) EAST OF TUBA CITY AND
 GP0641'ABOUT 15 MI (24.1 KM) NORTHWEST OF KYKOTSMOVI ON THE SUMMIT OF A LOW
 GP0641'RIDGE BETWEEN BAT AND BLUE CANYONS ON HOPI INDIAN RESERVATION LAND. TO
 GP0641'REACH THE STATION FROM THE TURNOFF FOR THE VILLAGE OF KYKOTSMOVI (AKA
 GP0641'ORAIBI) FROM AZ HIGHWAY 264, GO WEST ON AZ 264 FOR 5.8 MI (9.3 KM) TO
 GP0641'THE TURNOFF FOR THE VILLAGE OF HOTEVILLA.  CONTINUE WEST FOR 12.3 MI
 GP0641'(19.8 KM) TO A WIDE DIRT ROAD, INDIAN ROUTE 7, ON THE RIGHT.  THIS
 GP0641'INTERSECTION IS 0.4 MI (0.6 KM) WEST OF MILEPOST 356. TURN RIGHT,
 GP0641'NORTH, AND GO 0.5 MI (0.8 KM) TO THE HIGH TENSION POWER LINE.
 GP0641'CONTINUE NORTH FOR 3.2 MI (5.1 KM) TO A Y INTERSECTION WITH A ROAD ON
 GP0641'THE RIGHT.  STAY LEFT AND CONTINUE NORTH ON THE MAIN DIRT ROAD FOR 1.0
 GP0641'MI (1.6 KM) TO A CATTLEGUARD.  CONTINUE 2.0 MI (3.2 KM) TO AN
 GP0641'INTERSECTION WITH A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST, CROSS
 GP0641'THE CATTLEGUARD AND GO 2.3 MI (3.7 KM) TO A WINDMILL AND STOCK TANK.
 GP0641'LEAVE THE WINDMILL AND TANK ON THE RIGHT AND FOLLOW THE ROAD BRANCH
 GP0641'THAT IS A CONTINUATION OF THE APPROACH ROAD (THIS BRANCH IS THE
 GP0641'LEFT-MOST OF 4 BRANCHES) .  CONTINUE NORTHEAST FOR 0.4 MI (0.6 KM) TO
 GP0641'A Y INTERSECTION AND TURN LEFT, NORTH, FOR 0.15 MI (0.24 KM) TO A
 GP0641'SMALL HOUSING SETTLEMENT.  STAY LEFT OF THE HOUSES AND CONTINUE ON A
 GP0641'TRACK ROAD, PASSING TO THE RIGHT OF A CORRAL.  CONTINUE 0.3 MI (0.5
 GP0641'KM) TO A WASH.  CROSS THE WASH TO A FORK.  STAY LEFT ON THE MAIN ROAD
 GP0641'AND GO 0.25 MI (0.40 KM) TO A GATE.  PASS THROUGH THE GATE AND GO 0.15
 GP0641'MI (0.24 KM) TO A CROSSING OF A SMALL WASH AND A FORK.  TURN RIGHT,
 GP0641'NORTH, AND GO 0.8 MI (1.3 KM) , CLIMBING A SMALL ROCKY RISE, TO A
 GP0641'RIGHT TURN ON A TRACK ROAD AT THE TOP OF THE RISE. TURN RIGHT AND GO
 GP0641'0.3 MI (0.5 KM) TO A FORK.  GO LEFT AT THE FORK TO THE END OF THE MESA
 GP0641'AND THE STATION.  THE STATION IS A USCGS DISK CEMENTED IN EXPOSED
 GP0641'SANDSTONE BEDROCK ON A FLAT SANDSTONE POINT SET FLUSH WITH GROUND
 GP0641'LEVEL AND STAMPED --- BAT 1951 ---.  IT IS 15 M (49.2 FT) SOUTH FROM
 GP0641'THE EDGE OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1526 ***********************************************************************
 DA1526  DESIGNATION -  BAT
 DA1526  PID         -  DA1526
 DA1526  STATE/COUNTY-  AZ/PIMA
 DA1526  USGS QUAD   -  AJO NORTH (1990)
 DA1526
 DA1526                         *CURRENT SURVEY CONTROL
 DA1526  ___________________________________________________________________
 DA1526* NAD 83(1992)-  32 26 32.70988(N)    112 45 29.93746(W)     ADJUSTED  
 DA1526* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 DA1526  ___________________________________________________________________
 DA1526  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 DA1526  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA1526
 DA1526  HORZ ORDER  -  THIRD
 DA1526
 DA1526.The horizontal coordinates were established by classical geodetic methods
 DA1526.and adjusted by the National Geodetic Survey in August 1993..
 DA1526
 DA1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1526
 DA1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1526
 DA1526.The geoid height was determined by GEOID03.
 DA1526
 DA1526;                    North         East     Units Scale Factor Converg.
 DA1526;SPC AZ C     -   160,234.142   134,220.865   MT  0.99997721   -0 27 05.5
 DA1526;SPC AZ C     -   525,702.57    440,357.17   iFT  0.99997721   -0 27 05.5
 DA1526;UTM  12      - 3,590,837.105   334,708.997   MT  0.99993692   -0 56 36.5
 DA1526
 DA1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1526!SPC AZ C     -   0.99991457  x   0.99997721  =   0.99989178
 DA1526!UTM  12      -   0.99991457  x   0.99993692  =   0.99985149
 DA1526
 DA1526|---------------------------------------------------------------------|
 DA1526| PID    Reference Object                     Distance      Geod. Az  |
 DA1526|                                                           dddmmss.s |
 DA1526| CH4279 BAT RM 2                              6.274 METERS 16633     |
 DA1526| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX.12.4 KM 2284651.9 |
 DA1526| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX.14.2 KM 2324042.0 |
 DA1526| CH4277 BAT AZ MK                                          2545236.6 |
 DA1526| CH4278 BAT RM 1                             10.210 METERS 34748     |
 DA1526|---------------------------------------------------------------------|
 DA1526
 DA1526                          SUPERSEDED SURVEY CONTROL
 DA1526
 DA1526  NAD 83(1986)-  32 26 32.69620(N)    112 45 29.94434(W) AD(       ) 3
 DA1526  NAD 27      -  32 26 32.49300(N)    112 45 27.39500(W) AD(       ) 3
 DA1526  NGVD 29 (06/20/88)  574.9    (m)         1886.     (f) VERT ANG       
 DA1526
 DA1526.Superseded values are not recommended for survey control.
 DA1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1526.See file dsdata.txt to determine how the superseded data were derived.
 DA1526
 DA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3470990837(NAD 83)
 DA1526_MARKER: DS = TRIANGULATION STATION DISK
 DA1526_SETTING: 80 = SET IN A BOULDER
 DA1526_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1526
 DA1526  HISTORY     - Date     Condition        Report By
 DA1526  HISTORY     - 1936     MONUMENTED       CGS
 DA1526  HISTORY     - 1962     GOOD             USGS
 DA1526
 DA1526                          STATION DESCRIPTION
 DA1526
 DA1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1526'ABOUT 9 MILES NORTHEAST OF AJO, ON THE SOUTH END OF A CACTUS-COVERED
 DA1526'RIDGE THAT EXTENDS IN A NORTH AND SOUTH DIRECTION, THE STATION
 DA1526'BEING ON THE LOW END OF THE RIDGE, WHICH IS EAST OF A RIDGE
 DA1526'AND HIGH HILLS AND IS WEST OF VERY HIGH AND ROCKY RIDGE.  THE
 DA1526'STATION IS SURROUNDED BY HIGHER GROUND EXCEPT TO THE SOUTH
 DA1526'AND SOUTHWEST.  A GIANT SAGUARO WAS BLAZED WITH A TRIANGLE
 DA1526'FOR A WITNESS MARK.  MARK IS A STANDARD BRONZE DISK.
 DA1526'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1526'REFERENCE DISK, IS IN A BOULDER PROJECTING 3
 DA1526'INCHES ABOVE THE GROUND AND 10.210 METERS (33.50 FEET)
 DA1526'FROM STATION N 12 DEG 12 MIN W.  REFERENCE MARK NO. 2, A
 DA1526'STANDARD BRONZE REFERENCE DISK, IS IN A
 DA1526'BOULDER FLUSH WITH THE GROUND, 6.274 METERS (20.58 FEET) FROM
 DA1526'STATION S 13 DEG 27 MIN E.  THE AZIMUTH MARK, A STANDARD
 DA1526'BRONZE DISK, IS SET IN A BOULDER, PROJECTS 6
 DA1526'INCHES ABOVE THE GROUND AND IS ABOUT 0.3 MILE FROM STATION
 DA1526'S 74 DEG 52 MIN W.
 DA1526
 DA1526                          STATION RECOVERY (1962)
 DA1526
 DA1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1526'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1526'NOT OBSERVED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1995 ***********************************************************************
 DV1995  DESIGNATION -  BAT
 DV1995  PID         -  DV1995
 DV1995  STATE/COUNTY-  AZ/MARICOPA
 DV1995  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1995
 DV1995                         *CURRENT SURVEY CONTROL
 DV1995  ___________________________________________________________________
 DV1995* NAD 83(1992)-  33 51 28.44136(N)    112 12 02.58633(W)     ADJUSTED  
 DV1995* NAVD 88     -       532.2    (meters)    1746.     (feet)  VERTCON   
 DV1995  ___________________________________________________________________
 DV1995  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DV1995  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DV1995
 DV1995  HORZ ORDER  -  SECOND
 DV1995
 DV1995.The horizontal coordinates were established by classical geodetic methods
 DV1995.and adjusted by the National Geodetic Survey in August 1993..
 DV1995
 DV1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1995
 DV1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1995
 DV1995.The geoid height was determined by GEOID03.
 DV1995
 DV1995;                    North         East     Units Scale Factor Converg.
 DV1995;SPC AZ C     -   316,929.877   187,076.911   MT  0.99990851   -0 09 29.7
 DV1995;SPC AZ C     - 1,039,796.18    613,769.39   iFT  0.99990851   -0 09 29.7
 DV1995;UTM  12      - 3,747,048.903   388,928.853   MT  0.99975208   -0 40 08.5
 DV1995
 DV1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1995!SPC AZ C     -   0.99992104  x   0.99990851  =   0.99982955
 DV1995!UTM  12      -   0.99992104  x   0.99975208  =   0.99967314
 DV1995
 DV1995|---------------------------------------------------------------------|
 DV1995| PID    Reference Object                     Distance      Geod. Az  |
 DV1995|                                                           dddmmss.s |
 DV1995| CH4280 BAT RM 1                              9.327 METERS 17108     |
 DV1995| DV1989 WHITE                               APPROX. 5.0 KM 2044910.8 |
 DV1995| CH4281 BAT RM 2                              8.294 METERS 30849     |
 DV1995|---------------------------------------------------------------------|
 DV1995
 DV1995                          SUPERSEDED SURVEY CONTROL
 DV1995
 DV1995  NAD 83(1986)-  33 51 28.43621(N)    112 12 02.59023(W) AD(       ) 2
 DV1995  NAD 27      -  33 51 28.30654(N)    112 12 00.02077(W) AD(       ) 2
 DV1995  NGVD 29 (07/19/86)  531.6    (m)         1744.     (f) VERT ANG       
 DV1995
 DV1995.Superseded values are not recommended for survey control.
 DV1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1995.See file dsdata.txt to determine how the superseded data were derived.
 DV1995
 DV1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8892947049(NAD 83)
 DV1995_MARKER: DD = SURVEY DISK
 DV1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1995
 DV1995  HISTORY     - Date     Condition        Report By
 DV1995  HISTORY     - 1978     MONUMENTED       AZDT
 DV1995  HISTORY     - 20020330 GOOD             USPSQD
 DV1995
 DV1995                          STATION DESCRIPTION
 DV1995
 DV1995'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1995'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF NEW RIVER ALONG
 DV1995'THE WEST SIDE OF THE LAKE PLEASANT RD.
 DV1995'
 DV1995'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BAT 1976 AND
 DV1995'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 150 FEET WEST OF
 DV1995'CENTERLINE OF THE LAKE PLEASANT RD. MARKED BY WITNESS POST AND
 DV1995'SIGN 4 FEET FROM STATION.
 DV1995'
 DV1995'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BAT RM
 DV1995'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 DV1995'
 DV1995'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BAT RM
 DV1995'1 1976 AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 DV1995'
 DV1995'TO REACH THE STATION FROM THE NEW RIVER INTERCHANGE ON I-17 GO
 DV1995'SOUTHWEST ON THE LAKE PLEASANT RD. FOR 5.35 MILES AND THE STATION
 DV1995'ON WEST SIDE OF ROAD.
 DV1995'
 DV1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1995
 DV1995                          STATION RECOVERY (2002)
 DV1995
 DV1995'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1082 ***********************************************************************
 CG1082  DESIGNATION -  BATAMOTE
 CG1082  PID         -  CG1082
 CG1082  STATE/COUNTY-  AZ/PIMA
 CG1082  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG1082
 CG1082                         *CURRENT SURVEY CONTROL
 CG1082  ___________________________________________________________________
 CG1082* NAD 83(1992)-  31 47 12.73833(N)    111 13 55.61468(W)     ADJUSTED  
 CG1082* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 CG1082  ___________________________________________________________________
 CG1082  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CG1082  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG1082
 CG1082  HORZ ORDER  -  THIRD
 CG1082
 CG1082.The horizontal coordinates were established by classical geodetic methods
 CG1082.and adjusted by the National Geodetic Survey in August 1993..
 CG1082
 CG1082.The orthometric height was scaled from a topographic map.
 CG1082
 CG1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1082
 CG1082.The geoid height was determined by GEOID03.
 CG1082
 CG1082;                    North         East     Units Scale Factor Converg.
 CG1082;SPC AZ C     -    87,440.681   278,188.808   MT  0.99995182   +0 21 38.2
 CG1082;SPC AZ C     -   286,878.87    912,692.94   iFT  0.99995182   +0 21 38.2
 CG1082;UTM  12      - 3,516,835.880   478,024.890   MT  0.99960596   -0 07 20.2
 CG1082
 CG1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1082!SPC AZ C     -   0.99982320  x   0.99995182  =   0.99977503
 CG1082!UTM  12      -   0.99982320  x   0.99960596  =   0.99942923
 CG1082
 CG1082:                Primary Azimuth Mark                     Grid Az
 CG1082:SPC AZ C     -  BATAMOTE AZ MK                           180 08 21.8
 CG1082:UTM  12      -  BATAMOTE AZ MK                           180 37 20.2
 CG1082
 CG1082|---------------------------------------------------------------------|
 CG1082| PID    Reference Object                     Distance      Geod. Az  |
 CG1082|                                                           dddmmss.s |
 CG1082| CH4282 BATAMOTE AZ MK                                     1803000.0 |
 CG1082| CH4283 BATAMOTE RM 1                        24.740 METERS 18314     |
 CG1082| CH4284 BATAMOTE RM 2                        26.455 METERS 26847     |
 CG1082| CG1099 TARGET ON PEAK S OF BALDY PEAK      APPROX. 8.8 KM 2984941.9 |
 CG1082|---------------------------------------------------------------------|
 CG1082
 CG1082                          SUPERSEDED SURVEY CONTROL
 CG1082
 CG1082  NAD 83(1986)-  31 47 12.72940(N)    111 13 55.61021(W) AD(       ) 3
 CG1082  NAD 27      -  31 47 12.42300(N)    111 13 53.26700(W) AD(       ) 3
 CG1082
 CG1082.Superseded values are not recommended for survey control.
 CG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1082.See file dsdata.txt to determine how the superseded data were derived.
 CG1082
 CG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA7802516836(NAD 83)
 CG1082_MARKER: DS = TRIANGULATION STATION DISK
 CG1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1082
 CG1082  HISTORY     - Date     Condition        Report By
 CG1082  HISTORY     - 1936     MONUMENTED       CGS
 CG1082
 CG1082                          STATION DESCRIPTION
 CG1082
 CG1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1082'ON THE FLAT DIVIDE ABOUT MIDWAY BETWEEN THE CERRO COLORADO AND
 CG1082'THE SIERRITA SAMANIEGO RANGE AND ABOUT 1 MILE NORTH OF THE
 CG1082'BATAMOTE RANCH.  IT IS ABOUT 12 MILES WEST-NORTHWEST OF KINSLEY
 CG1082'STORE ON THE TUCSON-NOGALES HIGHWAY (U.S. NO. 89), ABOUT 7 MILES
 CG1082'NORTH OF THE HIGHWAY FROM KINSLEY TO ARIVACA AND IS ABOUT 30
 CG1082'MILES SOUTH-SOUTHWEST OF TUCSON.  STATION MARKS ARE STANDARD
 CG1082'BRONZE DISKS.REFERENCE
 CG1082'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CG1082'24.740 METERS (81.17 FEET) FROM STATION S 3 DEG 14 MIN W.
 CG1082'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1082'DISK, IS 26.455 METERS (86.79 FEET) FROM STATION
 CG1082'S 88 DEG 47 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CG1082'DISK,           IS ABOUT 0.2 MILE SOUTH OF STATION AND 20
 CG1082'FEET WEST OF FENCE S 0 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1525 ***********************************************************************
 DA1525  DESIGNATION -  BATES
 DA1525  PID         -  DA1525
 DA1525  STATE/COUNTY-  AZ/PIMA
 DA1525  USGS QUAD   -  BATES WELL (1990)
 DA1525
 DA1525                         *CURRENT SURVEY CONTROL
 DA1525  ___________________________________________________________________
 DA1525* NAD 83(1992)-  32 11 30.82712(N)    112 58 07.32669(W)     ADJUSTED  
 DA1525* NAVD 88     -       795.7    (meters)    2611.     (feet)  VERTCON   
 DA1525  ___________________________________________________________________
 DA1525  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DA1525  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA1525
 DA1525  HORZ ORDER  -  THIRD
 DA1525
 DA1525.The horizontal coordinates were established by classical geodetic methods
 DA1525.and adjusted by the National Geodetic Survey in August 1993..
 DA1525
 DA1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1525
 DA1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1525
 DA1525.The geoid height was determined by GEOID03.
 DA1525
 DA1525;                    North         East     Units Scale Factor Converg.
 DA1525;SPC AZ C     -   132,629.206   114,164.983   MT  1.00002131   -0 33 37.9
 DA1525;SPC AZ C     -   435,135.19    374,557.03   iFT  1.00002131   -0 33 37.9
 DA1525;UTM  12      - 3,563,405.300   314,418.013   MT  1.00002474   -1 02 56.9
 DA1525
 DA1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1525!SPC AZ C     -   0.99988011  x   1.00002131  =   0.99990142
 DA1525!UTM  12      -   0.99988011  x   1.00002474  =   0.99990485
 DA1525
 DA1525:                Primary Azimuth Mark                     Grid Az
 DA1525:SPC AZ C     -  BELL                                     239 25 20.4
 DA1525:UTM  12      -  BELL                                     239 54 39.4
 DA1525
 DA1525|---------------------------------------------------------------------|
 DA1525| PID    Reference Object                     Distance      Geod. Az  |
 DA1525|                                                           dddmmss.s |
 DA1525| DA1254 BELL                                APPROX.15.7 KM 2385142.5 |
 DA1525|---------------------------------------------------------------------|
 DA1525
 DA1525                          SUPERSEDED SURVEY CONTROL
 DA1525
 DA1525  NAD 83(1986)-  32 11 30.77472(N)    112 58 07.33066(W) AD(       ) 3
 DA1525  NAD 27      -  32 11 30.63100(N)    112 58 04.69600(W) AD(       ) 3
 DA1525  NGVD 29 (07/19/86)  795.0    (m)         2608.     (f) VERT ANG       
 DA1525
 DA1525.Superseded values are not recommended for survey control.
 DA1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1525.See file dsdata.txt to determine how the superseded data were derived.
 DA1525
 DA1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1441863405(NAD 83)
 DA1525_MARKER: DS = TRIANGULATION STATION DISK
 DA1525_SETTING: 0 = UNSPECIFIED SETTING
 DA1525
 DA1525  HISTORY     - Date     Condition        Report By
 DA1525  HISTORY     - 1920     MONUMENTED       CGS
 DA1525  HISTORY     - 1962     GOOD             USGS
 DA1525  HISTORY     - 1972     GOOD             AZHD
 DA1525
 DA1525                          STATION DESCRIPTION
 DA1525
 DA1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1525'ABOUT 1-1/2 MILES NORTH FROM BATESWELL ON THE HIGHEST PEAK.
 DA1525'FROM BATESWELL, GO WEST ONE-HALF MILE TO A GATE AND FOLLOW THE
 DA1525'TRAIL NORTH TO THE BASE OF THE HILL.  MARKED BY A STANDARD
 DA1525'BRONZE DISK.  REFERENCE MARK IS 28
 DA1525'PACES, 347 DEG MAGNETIC.
 DA1525
 DA1525                          STATION RECOVERY (1962)
 DA1525
 DA1525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1525'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DA1525'
 DA1525'STATION MARK--NGS DISK STAMPED---BATES 1920---, IN ROCK.
 DA1525'
 DA1525'RM--NGS RM DISK, UNSTAMPED.
 DA1525
 DA1525                          STATION RECOVERY (1972)
 DA1525
 DA1525'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DA1525'GENERAL LOCATION 14 MILES SSW OF AJO, ARIZ.
 DA1525'
 DA1525'TO REACH VISITED BY HELICOPTER.
 DA1525'
 DA1525'STATION MARK STD. BRONZE DISK STAMPED BATES.
 DA1525'
 DA1525'REFERENCE MARKS NOT SEARCHED.
 DA1525'
 DA1525'AZIMUTH MARK NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0879 ***********************************************************************
 DU0879  DESIGNATION -  BATON
 DU0879  PID         -  DU0879
 DU0879  STATE/COUNTY-  AZ/MARICOPA
 DU0879  USGS QUAD   -  TEMPE (1982)
 DU0879
 DU0879                         *CURRENT SURVEY CONTROL
 DU0879  ___________________________________________________________________
 DU0879* NAD 83(1992)-  33 27 42.15285(N)    111 56 39.02881(W)     ADJUSTED  
 DU0879* NAVD 88     -       390.488  (meters)    1281.13   (feet)  ADJUSTED  
 DU0879  ___________________________________________________________________
 DU0879  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DU0879  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0879  DYNAMIC HT  -         390.036 (meters)    1279.64  (feet)  COMP
 DU0879  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 DU0879
 DU0879  HORZ ORDER  -  SECOND
 DU0879  VERT ORDER  -  SECOND    CLASS 0
 DU0879
 DU0879.The horizontal coordinates were established by classical geodetic methods
 DU0879.and adjusted by the National Geodetic Survey in August 1993..
 DU0879
 DU0879.The orthometric height was determined by differential leveling
 DU0879.and adjusted by the National Geodetic Survey in November 1993..
 DU0879
 DU0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0879
 DU0879.The geoid height was determined by GEOID03.
 DU0879
 DU0879.The dynamic height is computed by dividing the NAVD 88
 DU0879.geopotential number by the normal gravity value computed on the
 DU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0879.degrees latitude (g = 980.6199 gals.).
 DU0879
 DU0879.The modeled gravity was interpolated from observed gravity values.
 DU0879
 DU0879;                    North         East     Units Scale Factor Converg.
 DU0879;SPC AZ C     -   272,954.261   210,803.017   MT  0.99990008   -0 00 54.6
 DU0879;SPC AZ C     -   895,519.23    691,610.95   iFT  0.99990008   -0 00 54.6
 DU0879;UTM  12      - 3,702,872.594   412,259.820   MT  0.99969491   -0 31 14.3
 DU0879
 DU0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0879!SPC AZ C     -   0.99994336  x   0.99990008  =   0.99984345
 DU0879!UTM  12      -   0.99994336  x   0.99969491  =   0.99963829
 DU0879
 DU0879:                Primary Azimuth Mark                     Grid Az
 DU0879:SPC AZ C     -  BATON AZ MK                              011 11 25.4
 DU0879:UTM  12      -  BATON AZ MK                              011 41 45.1
 DU0879
 DU0879|---------------------------------------------------------------------|
 DU0879| PID    Reference Object                     Distance      Geod. Az  |
 DU0879|                                                           dddmmss.s |
 DU0879| DU0881 BATON AZ MK                                        0111030.8 |
 DU0879| DU0880 BATON RM 1                           10.007 METERS 07217     |
 DU0879| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 3.7 KM 0873439.0 |
 DU0879| DU0878 BATON RM 2                           10.773 METERS 30354     |
 DU0879|---------------------------------------------------------------------|
 DU0879
 DU0879                          SUPERSEDED SURVEY CONTROL
 DU0879
 DU0879  NAD 83(1986)-  33 27 42.14734(N)    111 56 39.03430(W) AD(       ) 2
 DU0879  NAD 27      -  33 27 41.98830(N)    111 56 36.50900(W) AD(       ) 2
 DU0879  NGVD 29 (??/??/92)  389.830  (m)         1278.97   (f) ADJ UNCH    2 0
 DU0879
 DU0879.Superseded values are not recommended for survey control.
 DU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0879.See file dsdata.txt to determine how the superseded data were derived.
 DU0879
 DU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1226002873(NAD 83)
 DU0879_MARKER: DE = TRAVERSE STATION DISK
 DU0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0879_STAMPING: BATON 1963
 DU0879_MARK LOGO: CGS   
 DU0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0879+STABILITY: SURFACE MOTION
 DU0879
 DU0879  HISTORY     - Date     Condition        Report By
 DU0879  HISTORY     - 1963     MONUMENTED       CGS
 DU0879  HISTORY     - 1963     GOOD             CGS
 DU0879  HISTORY     - 1970     GOOD             NGS
 DU0879  HISTORY     - 1970     GOOD             NGS
 DU0879  HISTORY     - 1982     GOOD             AZDT
 DU0879  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0879
 DU0879                          STATION DESCRIPTION
 DU0879
 DU0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0879'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF DESERT
 DU0879'BOTANICAL GARDENS, 0.3 MILE SOUTH OF EAST MC DOWELL ROAD, 2.5
 DU0879'MILES SOUTH-SOUTHWEST OF SCOTTSDALE AND ON PROPERTY OWNED
 DU0879'BY THE DESERT BOTANICAL GARDENS MANAGED BY MR. W. HUBERT EARLE.
 DU0879'
 DU0879'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE
 DU0879'ROAD AND EAST MC DOWELL ROAD, GO WEST ON EAST MC DOWELL ROAD
 DU0879'FOR 0.5 MILE TO THE INTERSECTION OF NORTH 68 TH STREET, CONTINUE
 DU0879'WEST ON EAST MC DOWELL ROAD FOR 0.5 MILE TO THE ENTRANCE OF
 DU0879'BOTANICAL GARDENS ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT,
 DU0879'TURN LEFT THROUGH THE PARK ENTRANCE AND GO SOUTH ON THE PARK
 DU0879'ROAD FOR 0.3 MILE TO THE CORNER OF A PARKING LOT, TURN LEFT
 DU0879'AND GO ABOUT 130 FEET ON A NARROW ROAD BETWEEN STONES TO THE
 DU0879'CORNER OF ANOTHER PARKING LOT, BEAR LEFT AT THE CORNER OF
 DU0879'THE PARKING ON A DIM TRACK ROAD FOR ABOUT 80 FEET TO THE
 DU0879'STATION ON THE LEFT AS DESCRIBED.
 DU0879'
 DU0879'THE STATION IS A STANDARD TRAVERSE DISK STAMPED BATON 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 DU0879'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.1 FEET NORTH-NORTHEAST
 DU0879'OF A STANDARD METAL WITNESS POST AND MARKER, 8.5 FEET
 DU0879'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIM TRACK
 DU0879'ROAD, 53.0 FEET NORTHEAST OF NORTH EDGE OF PARKING LOT AND
 DU0879'154 PACES EAST-NORTHEAST OF THE NORTHEAST CORNER OF PARK
 DU0879'OFFICE.
 DU0879'
 DU0879'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BATON NO 1 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DU0879'1 INCH ABOVE THE GROUND SURFACE.  IT IS 12.0 FEET NORTHWEST OF
 DU0879'THE APPROXIMATE CENTER OF THE DIM TRACK ROAD, 35.0 FEET
 DU0879'NORTHEAST OF THE WITNESS POST AND 80.0 FEET NORTH OF THE
 DU0879'NORTH EDGE OF THE PARKING LOT.
 DU0879'
 DU0879'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BATON NO 2 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU0879'INCH ABOVE THE GROUND SURFACE.  IT IS 35.0 FEET NORTHWEST
 DU0879'OF THE APPROXIMATE CENTER OF THE DIM TRACK ROAD, 36.1 FEET
 DU0879'NORTHWEST OF THE WITNESS POST AND 53.0 FEET NORTH OF THE NORTH
 DU0879'EDGE OF THE PARKING LOT.
 DU0879'
 DU0879'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATON 1963, SET
 DU0879'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DU0879'ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET NORTH OF AN EAST
 DU0879'AND WEST FENCE LINE, 2.8 FEET NORTH-NORTHEAST OF A STANDARD
 DU0879'METAL WITNESS POST AND MARKER, 62.5 FEET EAST OF THE APPROXIMATE
 DU0879'CENTER OF THE PARK ENTRANCE AND 45 PACES SOUTH OF THE CENTERLINE
 DU0879'OF EAST MC DOWELL ROAD.
 DU0879'
 DU0879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0879
 DU0879                          STATION RECOVERY (1963)
 DU0879
 DU0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0879'1.8 MI SE FROM PHOENIX.
 DU0879'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0879'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0879'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0879'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH A
 DU0879'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 56
 DU0879'FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 3.2 FEET NORTHEAST OF
 DU0879'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DU0879'INCH.  NOTE-- RM 1 IS 32.8 FEET NORTHEAST OF TRAVERSE STATION BATON,
 DU0879'83 FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 35.0 FEET
 DU0879'NORTHEAST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK
 DU0879'DISK STAMPED BATON NO 1 1963, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU0879'THE GROUND.  RM 2 IS 35.2 FEET NORTHWEST OF TRAVERSE STATION BATON,
 DU0879'58.5 FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 35.9 FEET
 DU0879'NORTHWEST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK
 DU0879'DISK STAMPED BATON NO 2 1963, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU0879'THE GROUND.
 DU0879
 DU0879                          STATION RECOVERY (1970)
 DU0879
 DU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0879'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU0879'ROUTE TO THE STATION IS ADEQUATE.
 DU0879'
 DU0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU0879'SOUTH-SOUTHWEST OF SCOTTSDALE
 DU0879
 DU0879                          STATION RECOVERY (1970)
 DU0879
 DU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0879'RECOVERED IN GOOD CONDITION.
 DU0879
 DU0879                          STATION RECOVERY (1982)
 DU0879
 DU0879'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0879'RECOVERED IN GOOD CONDITION.
 DU0879
 DU0879                          STATION RECOVERY (2006)
 DU0879
 DU0879'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0879'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0879'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0881 ***********************************************************************
 DU0881  DESIGNATION -  BATON AZ MK
 DU0881  PID         -  DU0881
 DU0881  STATE/COUNTY-  AZ/MARICOPA
 DU0881  USGS QUAD   -  TEMPE (1982)
 DU0881
 DU0881                         *CURRENT SURVEY CONTROL
 DU0881  ___________________________________________________________________
 DU0881* NAD 83(1986)-  33 27 54.     (N)    111 56 37.     (W)     SCALED    
 DU0881* NAVD 88     -       391.942  (meters)    1285.90   (feet)  ADJUSTED  
 DU0881  ___________________________________________________________________
 DU0881  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0881  DYNAMIC HT  -         391.487 (meters)    1284.40  (feet)  COMP
 DU0881  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DU0881
 DU0881  VERT ORDER  -  SECOND    CLASS 0
 DU0881
 DU0881.The horizontal coordinates were scaled from a topographic map and have
 DU0881.an estimated accuracy of +/- 6 seconds.
 DU0881
 DU0881.The orthometric height was determined by differential leveling
 DU0881.and adjusted by the National Geodetic Survey in November 1993..
 DU0881
 DU0881.The geoid height was determined by GEOID03.
 DU0881
 DU0881.The dynamic height is computed by dividing the NAVD 88
 DU0881.geopotential number by the normal gravity value computed on the
 DU0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0881.degrees latitude (g = 980.6199 gals.).
 DU0881
 DU0881.The modeled gravity was interpolated from observed gravity values.
 DU0881
 DU0881;                    North         East    Units  Estimated Accuracy
 DU0881;SPC AZ C     -   273,320.      210,860.      MT  (+/- 180 meters Scaled)
 DU0881
 DU0881                          SUPERSEDED SURVEY CONTROL
 DU0881
 DU0881  NGVD 29 (??/??/92)  391.284  (m)         1283.74   (f) ADJ UNCH    2 0
 DU0881
 DU0881.Superseded values are not recommended for survey control.
 DU0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0881.See file dsdata.txt to determine how the superseded data were derived.
 DU0881
 DU0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC123032(NAD 83)
 DU0881_MARKER: DZ = AZIMUTH MARK DISK
 DU0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0881_STAMPING: BATON 1963
 DU0881_MARK LOGO: CGS   
 DU0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0881+STABILITY: SURFACE MOTION
 DU0881
 DU0881  HISTORY     - Date     Condition        Report By
 DU0881  HISTORY     - 1963     MONUMENTED       CGS
 DU0881  HISTORY     - 1970     GOOD             NGS
 DU0881  HISTORY     - 1982     GOOD             AZDT
 DU0881
 DU0881                          STATION DESCRIPTION
 DU0881
 DU0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0881'1.5 MI E FROM PHOENIX.
 DU0881'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0881'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX TO THE
 DU0881'JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO THE DESERT BOTANICAL
 DU0881'GARDEN OF ARIZONA, 105 FEET SOUTH OF THE SOUTH SIDE OF PAVEMENT OF
 DU0881'EAST MCDOWELL ROAD, 61.5 FEET EAST OF THE CENTER OF THE PRIVATE ROAD,
 DU0881'2.5 FEET NORTH OF A FENCE, 2.8 FEET NORTHEAST OF A METAL WITNESS POST,
 DU0881'ABUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 DU0881'POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM
 DU0881'THE INTERSECTION OF EAST MCDOWELL ROAD AND SCOTTSDALE ROAD IN
 DU0881'SCOTTSDALE, BY GOING 1.0 MILE WEST ON EAST MCDOWELL ROAD.
 DU0881
 DU0881                          STATION RECOVERY (1970)
 DU0881
 DU0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0881'RECOVERED IN GOOD CONDITION.
 DU0881
 DU0881                          STATION RECOVERY (1982)
 DU0881
 DU0881'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0880 ***********************************************************************
 DU0880  DESIGNATION -  BATON RM 1
 DU0880  PID         -  DU0880
 DU0880  STATE/COUNTY-  AZ/MARICOPA
 DU0880  USGS QUAD   -  TEMPE (1982)
 DU0880
 DU0880                         *CURRENT SURVEY CONTROL
 DU0880  ___________________________________________________________________
 DU0880* NAD 83(1986)-  33 27 42.     (N)    111 56 39.     (W)     SCALED    
 DU0880* NAVD 88     -       390.286  (meters)    1280.46   (feet)  ADJUSTED  
 DU0880  ___________________________________________________________________
 DU0880  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0880  DYNAMIC HT  -         389.834 (meters)    1278.98  (feet)  COMP
 DU0880  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DU0880
 DU0880  VERT ORDER  -  SECOND    CLASS 0
 DU0880
 DU0880.The horizontal coordinates were scaled from a topographic map and have
 DU0880.an estimated accuracy of +/- 6 seconds.
 DU0880
 DU0880.The orthometric height was determined by differential leveling
 DU0880.and adjusted by the National Geodetic Survey in November 1993..
 DU0880
 DU0880.The geoid height was determined by GEOID03.
 DU0880
 DU0880.The dynamic height is computed by dividing the NAVD 88
 DU0880.geopotential number by the normal gravity value computed on the
 DU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0880.degrees latitude (g = 980.6199 gals.).
 DU0880
 DU0880.The modeled gravity was interpolated from observed gravity values.
 DU0880
 DU0880;                    North         East    Units  Estimated Accuracy
 DU0880;SPC AZ C     -   272,950.      210,800.      MT  (+/- 180 meters Scaled)
 DU0880
 DU0880                          SUPERSEDED SURVEY CONTROL
 DU0880
 DU0880  NGVD 29 (??/??/92)  389.628  (m)         1278.30   (f) ADJ UNCH    2 0
 DU0880
 DU0880.Superseded values are not recommended for survey control.
 DU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0880.See file dsdata.txt to determine how the superseded data were derived.
 DU0880
 DU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122028(NAD 83)
 DU0880_MARKER: DR = REFERENCE MARK DISK
 DU0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0880_STAMPING: BATON NO 1 1963
 DU0880_MARK LOGO: CGS   
 DU0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0880+STABILITY: SURFACE MOTION
 DU0880
 DU0880  HISTORY     - Date     Condition        Report By
 DU0880  HISTORY     - 1963     MONUMENTED       CGS
 DU0880  HISTORY     - 1970     GOOD             NGS
 DU0880  HISTORY     - 1982     GOOD             AZDT
 DU0880  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0880
 DU0880                          STATION DESCRIPTION
 DU0880
 DU0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0880'IN PHOENIX.
 DU0880'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0880'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0880'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0880'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH A
 DU0880'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 32.8
 DU0880'FEET NORTHEAST OF TRAVERSE STATION BATON, 83 FEET NORTH OF THE NORTH
 DU0880'EDGE OF THE PARKING LOT, 35.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DU0880'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0880
 DU0880                          STATION RECOVERY (1970)
 DU0880
 DU0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0880'RECOVERED IN GOOD CONDITION.
 DU0880
 DU0880                          STATION RECOVERY (1982)
 DU0880
 DU0880'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0880'RECOVERED IN GOOD CONDITION.
 DU0880
 DU0880                          STATION RECOVERY (2006)
 DU0880
 DU0880'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0880'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0880'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0878 ***********************************************************************
 DU0878  DESIGNATION -  BATON RM 2
 DU0878  PID         -  DU0878
 DU0878  STATE/COUNTY-  AZ/MARICOPA
 DU0878  USGS QUAD   -  TEMPE (1982)
 DU0878
 DU0878                         *CURRENT SURVEY CONTROL
 DU0878  ___________________________________________________________________
 DU0878* NAD 83(1986)-  33 27 42.     (N)    111 56 39.     (W)     SCALED    
 DU0878* NAVD 88     -       390.542  (meters)    1281.30   (feet)  ADJUSTED  
 DU0878  ___________________________________________________________________
 DU0878  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0878  DYNAMIC HT  -         390.090 (meters)    1279.82  (feet)  COMP
 DU0878  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DU0878
 DU0878  VERT ORDER  -  SECOND    CLASS 0
 DU0878
 DU0878.The horizontal coordinates were scaled from a topographic map and have
 DU0878.an estimated accuracy of +/- 6 seconds.
 DU0878
 DU0878.The orthometric height was determined by differential leveling
 DU0878.and adjusted by the National Geodetic Survey in November 1993..
 DU0878
 DU0878.The geoid height was determined by GEOID03.
 DU0878
 DU0878.The dynamic height is computed by dividing the NAVD 88
 DU0878.geopotential number by the normal gravity value computed on the
 DU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0878.degrees latitude (g = 980.6199 gals.).
 DU0878
 DU0878.The modeled gravity was interpolated from observed gravity values.
 DU0878
 DU0878;                    North         East    Units  Estimated Accuracy
 DU0878;SPC AZ C     -   272,950.      210,800.      MT  (+/- 180 meters Scaled)
 DU0878
 DU0878                          SUPERSEDED SURVEY CONTROL
 DU0878
 DU0878  NGVD 29 (??/??/92)  389.883  (m)         1279.14   (f) ADJ UNCH    2 0
 DU0878
 DU0878.Superseded values are not recommended for survey control.
 DU0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0878.See file dsdata.txt to determine how the superseded data were derived.
 DU0878
 DU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122028(NAD 83)
 DU0878_MARKER: DR = REFERENCE MARK DISK
 DU0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0878_STAMPING: BATON NO 2 1963
 DU0878_MARK LOGO: CGS   
 DU0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0878+STABILITY: SURFACE MOTION
 DU0878
 DU0878  HISTORY     - Date     Condition        Report By
 DU0878  HISTORY     - 1963     MONUMENTED       CGS
 DU0878  HISTORY     - 1970     GOOD             NGS
 DU0878  HISTORY     - 1982     GOOD             AZDT
 DU0878  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0878
 DU0878                          STATION DESCRIPTION
 DU0878
 DU0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0878'IN PHOENIX.
 DU0878'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0878'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0878'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0878'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH 2
 DU0878'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 35.2
 DU0878'FEET NORTHWEST OF TRAVERSE STATION BATON, 58.5 FEET NORTH OF THE NORTH
 DU0878'EDGE OF THE PARKING LOT, 35.9 FEET NORTHWEST OF A METAL WITNESS POST,
 DU0878'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0878
 DU0878                          STATION RECOVERY (1970)
 DU0878
 DU0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0878'RECOVERED IN GOOD CONDITION.
 DU0878
 DU0878                          STATION RECOVERY (1982)
 DU0878
 DU0878'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0878'RECOVERED IN GOOD CONDITION.
 DU0878
 DU0878                          STATION RECOVERY (2006)
 DU0878
 DU0878'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0878'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0878'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1142 ***********************************************************************
 CY1142  DESIGNATION -  BAWTRY
 CY1142  PID         -  CY1142
 CY1142  STATE/COUNTY-  AZ/COCHISE
 CY1142  USGS QUAD   -  BLUE MOUNTAIN (1987)
 CY1142
 CY1142                         *CURRENT SURVEY CONTROL
 CY1142  ___________________________________________________________________
 CY1142* NAD 83(1992)-  32 07 14.49823(N)    109 10 30.56516(W)     ADJUSTED  
 CY1142* NAVD 88     -      1215.9    (meters)    3989.     (feet)  VERTCON   
 CY1142  ___________________________________________________________________
 CY1142  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CY1142  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1142
 CY1142  HORZ ORDER  -  FIRST
 CY1142
 CY1142.The horizontal coordinates were established by classical geodetic methods
 CY1142.and adjusted by the National Geodetic Survey in August 1993..
 CY1142
 CY1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1142
 CY1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1142
 CY1142.The geoid height was determined by GEOID03.
 CY1142
 CY1142;                    North         East     Units Scale Factor Converg.
 CY1142;SPC AZ E     -   124,679.641   306,920.616   MT  1.00000792   +0 31 38.0
 CY1142;SPC AZ E     -   409,053.94  1,006,957.40   iFT  1.00000792   +0 31 38.0
 CY1142;UTM  12      - 3,555,271.801   672,152.750   MT  0.99996550   +0 58 13.9
 CY1142
 CY1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1142!SPC AZ E     -   0.99981328  x   1.00000792  =   0.99982120
 CY1142!UTM  12      -   0.99981328  x   0.99996550  =   0.99977879
 CY1142
 CY1142:                Primary Azimuth Mark                     Grid Az
 CY1142:SPC AZ E     -  CAVOT                                    044 34 08.2
 CY1142:UTM  12      -  CAVOT                                    044 07 32.3
 CY1142
 CY1142|---------------------------------------------------------------------|
 CY1142| PID    Reference Object                     Distance      Geod. Az  |
 CY1142|                                                           dddmmss.s |
 CY1142| CY0322 CAVOT                               APPROX.16.9 KM 0450546.2 |
 CY1142| CC6024 BAWTRY RM 2                          16.672 METERS 08606     |
 CY1142| CF0316 ROUND                               APPROX.18.5 KM 1754409.3 |
 CY1142| CC6023 BAWTRY RM 1                          20.004 METERS 35551     |
 CY1142|---------------------------------------------------------------------|
 CY1142
 CY1142                          SUPERSEDED SURVEY CONTROL
 CY1142
 CY1142  NAD 83(1986)-  32 07 14.49414(N)    109 10 30.56291(W) AD(       ) 1
 CY1142  NAD 27      -  32 07 14.20000(N)    109 10 28.33400(W) AD(       ) 1
 CY1142  NGVD 29 (03/13/91) 1215.2    (m)         3987.     (f) VERT ANG       
 CY1142
 CY1142.Superseded values are not recommended for survey control.
 CY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1142.See file dsdata.txt to determine how the superseded data were derived.
 CY1142
 CY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7215355272(NAD 83)
 CY1142_MARKER: DS = TRIANGULATION STATION DISK
 CY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1142+STABILITY: SURFACE MOTION
 CY1142
 CY1142  HISTORY     - Date     Condition        Report By
 CY1142  HISTORY     - 1935     MONUMENTED       CGS
 CY1142  HISTORY     - 1938     GOOD             CGS
 CY1142  HISTORY     - 1958     GOOD             CGS
 CY1142  HISTORY     - 1960     GOOD             CGS
 CY1142  HISTORY     - 1982     GOOD             AZDT
 CY1142
 CY1142                          STATION DESCRIPTION
 CY1142
 CY1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1142'STATION IS LOCATED ON THE DESERT, AND IS ABOUT 30 MILES AIRLINE
 CY1142'FROM THE CITY OF LORDSBURG, NEW MEXICO IN AN EAST-SOUTHEAST
 CY1142'DIRECTION, AND IS ABOUT 8 MILES WEST OF THE ARIZONA-NEW MEXICO
 CY1142'STATE BOUNDARY.
 CY1142'
 CY1142'TO REACH FROM LORDSBURG, ON THE LORDSBURG-WILLCOX ROAD, GO
 CY1142'30.3 MILES TO THE FLAG STOP BAWTRY ON THE SOUTHERN PACIFIC
 CY1142'COMPANY RAILROAD, TURN LEFT (SOUTH) ON TO A GRADED DIRT ROAD
 CY1142'AND GO 9.2 MILES TO END OF TRUCK TRAVEL AND STATION.
 CY1142
 CY1142                          STATION RECOVERY (1938)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1142'STATION FOUND IN GOOD CONDITION, AND THE 10-FOOT STAND USED IN
 CY1142'1935 FOR OBSERVATIONS WAS USED FOR 1938 OBSERVATIONS.
 CY1142'
 CY1142'STATION IS LOCATED IN THE DESERT VALLEY NORTH OF THE CHIRICAHUA
 CY1142'MOUNTAINS, ABOUT 30 MILES WEST-SOUTHWEST AIRLINE FROM LORDSBURG,
 CY1142'N. MEX., AND IS ABOUT 8 MILES WEST OF THE ARIZONA-NEW MEXICO
 CY1142'STATE BOUNDARY.
 CY1142'
 CY1142'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CY1142'DISKS SET IN CONCRETE, ALL IN EXCELLENT CONDITION.
 CY1142'
 CY1142'TO REACH FROM LORDSBURG ON THE LORDSBURG-WILLCOX ROAD, GO
 CY1142'30.0 MILES TO THE FLAG STOP BAWTRY ON THE SOUTHERN PACIFIC
 CY1142'COMPANY RAILROAD, CONTINUE 0.3 MILES TO A ROAD INTERSECTION,
 CY1142'TURN LEFT (SOUTH) ONTO GRADED DIRT ROAD AND GO 9.2 MILES TO THE
 CY1142'STATION LOCATED ABOUT 15 PACES EAST OF THE ROAD.
 CY1142'
 CY1142'THE MEASUREMENTS TO REFERENCE MARK NO. 1 AGREE WITH THE 1935
 CY1142'MEASUREMENTS, WHILE THE DISTANCE TO REFERENCE MARK NO. 2 IS
 CY1142'0.012 METERS SHORTER.  THE DIRECTION MEASUREMENTS TO THE
 CY1142'REFERENCE MARKS VARY RESPECTIVELY BY 3 AND 2 MINUTES FROM THE
 CY1142'1935 OBSERVED VALUES.  THE 1938 VALUES ARE CORRECT.
 CY1142
 CY1142                          STATION RECOVERY (1958)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GEB)
 CY1142'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN
 CY1142'GOOD CONDITION.  AZMUTH MARK WAS NOT SEARCHED FOR.
 CY1142
 CY1142                          STATION RECOVERY (1960)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1142'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 CY1142'IN VERY GOOD CONDITION.
 CY1142
 CY1142                          STATION RECOVERY (1982)
 CY1142
 CY1142'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1142'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 CY1142'REFERENCE MARK 1 WAS FOUND DESTROYED AND THE AZIMUTH MARK WAS SEARCHED
 CY1142'FOR AND NOT RECOVERED.  REFERENCE MARK 3 WAS SET BY AZDT BUT WAS NOT
 CY1142'CUT IN. IT IS REPORTED TO BE 66.11 FEET NORTHEAST OF THE STATION.
 CY1142'
 CY1142'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO TRAVEL
 CY1142'NORTH ALONG U.S. HIGHWAY 80 FOR 2.75 MILES TO A PAVED ROAD ON THE LEFT
 CY1142'WHICH IS PORTAL ROAD.  TURN LEFT FOR 0.8 MILE TO A FORK, BEAR RIGHT
 CY1142'ALONG PAVED ROAD FOR 5.65 MILES TO A BLADED ROAD ON THE RIGHT AT A
 CY1142'CATTLE GUARD.  TURN RIGHT FOR 8.1 MILES TO A FORK, TAKE THE RIGHT FORK
 CY1142'AND CONTINUE NORTH FOR 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND
 CY1142'CONTINUE NORTH FOR 7.6 MILES TO A BLADED ROAD RIGHT AT SOME MAIL BOXES
 CY1142'CONTINUE NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT.  IT IS 37
 CY1142'FEET EAST OF THE CENTER OF THE BLADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0014 ***********************************************************************
 CZ0014  DESIGNATION -  BB
 CZ0014  PID         -  CZ0014
 CZ0014  STATE/COUNTY-  AZ/COCHISE
 CZ0014  USGS QUAD   -  DRAGOON (1995)
 CZ0014
 CZ0014                         *CURRENT SURVEY CONTROL
 CZ0014  ___________________________________________________________________
 CZ0014* NAD 83(1986)-  32 01 56.     (N)    110 06 13.     (W)     SCALED    
 CZ0014* NAVD 88     -      1432.41   (+/-2cm)    4699.5    (feet)  VERTCON   
 CZ0014  ___________________________________________________________________
 CZ0014  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CZ0014
 CZ0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0014
 CZ0014.The horizontal coordinates were scaled from a topographic map and have
 CZ0014.an estimated accuracy of +/- 6 seconds.
 CZ0014
 CZ0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0014.The vertical order pertains to the NGVD 29 superseded value.
 CZ0014
 CZ0014.The geoid height was determined by GEOID03.
 CZ0014
 CZ0014;                    North         East    Units  Estimated Accuracy
 CZ0014;SPC AZ E     -   114,440.      219,320.      MT  (+/- 180 meters Scaled)
 CZ0014
 CZ0014                          SUPERSEDED SURVEY CONTROL
 CZ0014
 CZ0014  NGVD 29 (??/??/92) 1431.524  (m)         4696.59   (f) ADJ UNCH    2 0
 CZ0014
 CZ0014.Superseded values are not recommended for survey control.
 CZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0014.See file dsdata.txt to determine how the superseded data were derived.
 CZ0014
 CZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA846443(NAD 83)
 CZ0014_MARKER: DD = SURVEY DISK
 CZ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0014_SP_SET: CONCRETE DRAIN
 CZ0014_STAMPING: BB
 CZ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0014
 CZ0014  HISTORY     - Date     Condition        Report By
 CZ0014  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0014  HISTORY     - 1960     GOOD             NGS
 CZ0014  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0014
 CZ0014                          STATION DESCRIPTION
 CZ0014
 CZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0014'13.05 MI E FROM BENSON.
 CZ0014'13.05 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0014'HIGHWAY 86, 0.4 MILE WEST OF MILEPOST 306, 26 FEET NORTHWEST OF THE
 CZ0014'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 CZ0014'THE NORTHWEST HEADWALL OF A CONCRETE DRAIN ABOUT LEVEL WITH THE
 CZ0014'HIGHWAY.
 CZ0014
 CZ0014                          STATION RECOVERY (1979)
 CZ0014
 CZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0014'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NO HEADWALL WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0588 ***********************************************************************
 DU0588  DESIGNATION -  BB 100
 DU0588  PID         -  DU0588
 DU0588  STATE/COUNTY-  AZ/PINAL
 DU0588  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0588
 DU0588                         *CURRENT SURVEY CONTROL
 DU0588  ___________________________________________________________________
 DU0588* NAD 83(1986)-  33 24 54.     (N)    111 34 38.     (W)     SCALED    
 DU0588* NAVD 88     -       502.314  (meters)    1648.01   (feet)  ADJUSTED  
 DU0588  ___________________________________________________________________
 DU0588  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU0588  DYNAMIC HT  -         501.705 (meters)    1646.01  (feet)  COMP
 DU0588  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 DU0588
 DU0588  VERT ORDER  -  FIRST     CLASS II
 DU0588
 DU0588.The horizontal coordinates were scaled from a topographic map and have
 DU0588.an estimated accuracy of +/- 6 seconds.
 DU0588
 DU0588.The orthometric height was determined by differential leveling
 DU0588.and adjusted by the National Geodetic Survey in June 1991..
 DU0588
 DU0588.The geoid height was determined by GEOID03.
 DU0588
 DU0588.The dynamic height is computed by dividing the NAVD 88
 DU0588.geopotential number by the normal gravity value computed on the
 DU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0588.degrees latitude (g = 980.6199 gals.).
 DU0588
 DU0588.The modeled gravity was interpolated from observed gravity values.
 DU0588
 DU0588;                    North         East    Units  Estimated Accuracy
 DU0588;SPC AZ C     -   267,830.      244,930.      MT  (+/- 180 meters Scaled)
 DU0588
 DU0588                          SUPERSEDED SURVEY CONTROL
 DU0588
 DU0588.No superseded survey control is available for this station.
 DU0588
 DU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463974(NAD 83)
 DU0588_MARKER: DD = SURVEY DISK
 DU0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0588_SP_SET: CULVERT
 DU0588_STAMPING: BB 100
 DU0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0588
 DU0588  HISTORY     - Date     Condition        Report By
 DU0588  HISTORY     - UNK      MONUMENTED       AZHD
 DU0588  HISTORY     - 1948     GOOD             NGS
 DU0588  HISTORY     - 1981     GOOD             NGS
 DU0588  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0588
 DU0588                          STATION DESCRIPTION
 DU0588
 DU0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0588'1.6 MI W FROM APACHE JUNCTION.
 DU0588'ABOUT 1.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0588'ABOUT 0.2 MILE EAST OF THE PINAL-MARICOPA COUNTY LINE, 21.6 FEET SOUTH
 DU0588'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND IN THE CENTER OF A
 DU0588'12-FEET LONG CONCRETE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0588
 DU0588                          STATION RECOVERY (1981)
 DU0588
 DU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0588'2.7 KILOMETERS (1.7 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0588'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0588'THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL OF A 3 X 1 METER (10 X
 DU0588'3 FEET) BOX CULVERT UNDER THE HIGHWAY, 4.6 METERS (15.0 FEET) SOUTH OF
 DU0588'THE SOUTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES, 10.4
 DU0588'METERS (34.1 FEET) NORTHWEST OF THE POWER POLE WITH A STREET LAMP
 DU0588'AT THE NORTHWEST CORNER OF THE PALO VERDE LODGE AND 10.0 METERS (32.0
 DU0588'FEET) EAST OF THE CENTERLINE OF A HIGHWAY CROSSOVER.
 DU0588'THE MARK IS 0.1 M BELOW HIGHWAY CENTERLINE.
 DU0588
 DU0588                          STATION RECOVERY (1999)
 DU0588
 DU0588'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1095 ***********************************************************************
 DA1095  DESIGNATION -  BB 257
 DA1095  PID         -  DA1095
 DA1095  STATE/COUNTY-  AZ/YUMA
 DA1095  USGS QUAD   -  DATELAND (1982)
 DA1095
 DA1095                         *CURRENT SURVEY CONTROL
 DA1095  ___________________________________________________________________
 DA1095* NAD 83(1986)-  32 46 28.     (N)    113 35 49.     (W)     SCALED    
 DA1095* NAVD 88     -       123.770  (meters)     406.07   (feet)  ADJUSTED  
 DA1095  ___________________________________________________________________
 DA1095  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DA1095  DYNAMIC HT  -         123.629 (meters)     405.61  (feet)  COMP
 DA1095  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 DA1095
 DA1095  VERT ORDER  -  FIRST     CLASS II
 DA1095
 DA1095.The horizontal coordinates were scaled from a topographic map and have
 DA1095.an estimated accuracy of +/- 6 seconds.
 DA1095
 DA1095.The orthometric height was determined by differential leveling
 DA1095.and adjusted by the National Geodetic Survey in June 1991..
 DA1095
 DA1095.The geoid height was determined by GEOID03.
 DA1095
 DA1095.The dynamic height is computed by dividing the NAVD 88
 DA1095.geopotential number by the normal gravity value computed on the
 DA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1095.degrees latitude (g = 980.6199 gals.).
 DA1095
 DA1095.The modeled gravity was interpolated from observed gravity values.
 DA1095
 DA1095;                    North         East    Units  Estimated Accuracy
 DA1095;SPC AZ W     -   196,760.      227,700.      MT  (+/- 180 meters Scaled)
 DA1095
 DA1095                          SUPERSEDED SURVEY CONTROL
 DA1095
 DA1095  NGVD 29 (??/??/92)  123.167  (m)          404.09   (f) ADJ UNCH    1 2
 DA1095
 DA1095.Superseded values are not recommended for survey control.
 DA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1095.See file dsdata.txt to determine how the superseded data were derived.
 DA1095
 DA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB567292(NAD 83)
 DA1095_MARKER: DB = BENCH MARK DISK
 DA1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1095_SP_SET: BRIDGE
 DA1095_STAMPING: B B 257 1945
 DA1095_MARK LOGO: CGS   
 DA1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1095
 DA1095  HISTORY     - Date     Condition        Report By
 DA1095  HISTORY     - 1945     MONUMENTED       CGS
 DA1095  HISTORY     - 1952     GOOD             NGS
 DA1095  HISTORY     - 1981     GOOD             NGS
 DA1095  HISTORY     - 1981     GOOD             NGS
 DA1095
 DA1095                          STATION DESCRIPTION
 DA1095
 DA1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1095'9.1 MI SW FROM AZTEC.
 DA1095'9.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1095'THE WATER TANK AT AZTEC, 9.8 MILES NORTHEAST OF MOHAWK, IN THE
 DA1095'NORTHWEST WING-WALL OF BRIDGE NO. 802.72, 8 1/2 POLES SOUTHWEST OF
 DA1095'MILEPOST 803, 142.7 FEET SOUTHEAST OF THE CENTER LINE OF UNITED STATES
 DA1095'HIGHWAY 80, 6.5 FEET NORTHWEST OF THE NORTH RAIL, AND 0.9 FOOT LOWER
 DA1095'THAN THE RAILROAD TRACK.
 DA1095
 DA1095                          STATION RECOVERY (1981)
 DA1095
 DA1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1095'RECOVERED IN GOOD CONDITION.
 DA1095
 DA1095                          STATION RECOVERY (1981)
 DA1095
 DA1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0579 ***********************************************************************
 FP0579  DESIGNATION -  BE
 FP0579  PID         -  FP0579
 FP0579  STATE/COUNTY-  AZ/APACHE
 FP0579  USGS QUAD   -  HOUCK (1971)
 FP0579
 FP0579                         *CURRENT SURVEY CONTROL
 FP0579  ___________________________________________________________________
 FP0579* NAD 83(1992)-  35 16 56.30640(N)    109 10 48.17141(W)     ADJUSTED  
 FP0579* NAVD 88     -      1845.     (meters)    6053.     (feet)  SCALED    
 FP0579  ___________________________________________________________________
 FP0579  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 FP0579  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FP0579
 FP0579  HORZ ORDER  -  SECOND
 FP0579
 FP0579.The horizontal coordinates were established by classical geodetic methods
 FP0579.and adjusted by the National Geodetic Survey in August 1993..
 FP0579
 FP0579.The orthometric height was scaled from a topographic map.
 FP0579
 FP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0579
 FP0579.The geoid height was determined by GEOID03.
 FP0579
 FP0579;                    North         East     Units Scale Factor Converg.
 FP0579;SPC AZ E     -   475,337.509   303,108.730   MT  0.99999923   +0 34 11.7
 FP0579;SPC AZ E     - 1,559,506.26    994,451.21   iFT  0.99999923   +0 34 11.7
 FP0579;SPC NM W     -   475,730.773   707,491.073   MT  1.00010157   -0 46 40.7
 FP0579;SPC NM W     - 1,560,793.38  2,321,160.30   sFT  1.00010157   -0 46 40.7
 FP0579;UTM  12      - 3,905,869.230   665,510.605   MT  0.99993760   +1 03 05.2
 FP0579
 FP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0579!SPC AZ E     -   0.99971397  x   0.99999923  =   0.99971320
 FP0579!SPC NM W     -   0.99971397  x   1.00010157  =   0.99981551
 FP0579!UTM  12      -   0.99971397  x   0.99993760  =   0.99965158
 FP0579
 FP0579|---------------------------------------------------------------------|
 FP0579| PID    Reference Object                     Distance      Geod. Az  |
 FP0579|                                                           dddmmss.s |
 FP0579| CD3974 BE RM 1                               8.130 METERS 03502     |
 FP0579| FP0578 HOUCK                               APPROX. 2.2 KM 0792023.1 |
 FP0579| CD3975 BE RM 2                               5.285 METERS 23458     |
 FP0579|---------------------------------------------------------------------|
 FP0579
 FP0579                          SUPERSEDED SURVEY CONTROL
 FP0579
 FP0579  NAD 83(1986)-  35 16 56.30408(N)    109 10 48.17226(W) AD(       ) 2
 FP0579  NAD 27      -  35 16 56.20900(N)    109 10 45.85030(W) AD(       ) 2
 FP0579
 FP0579.Superseded values are not recommended for survey control.
 FP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0579.See file dsdata.txt to determine how the superseded data were derived.
 FP0579
 FP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE6551105869(NAD 83)
 FP0579_MARKER: DE = TRAVERSE STATION DISK
 FP0579_SETTING: 80 = SET IN A BOULDER
 FP0579_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0579
 FP0579  HISTORY     - Date     Condition        Report By
 FP0579  HISTORY     - 1959     MONUMENTED       CGS
 FP0579
 FP0579                          STATION DESCRIPTION
 FP0579
 FP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0579'THE STATION IS ABOUT 1-1/2 MILES EAST OF HOUCK AND ABOUT 0.15
 FP0579'MILE NORTH OF MILE POST 372, ON THE SOUTHWEST PART OF A HILL
 FP0579'THAT BREAKS OFF SHARP TO THE WEST AND SOUTH.
 FP0579'
 FP0579'TO REACH THE STATION FROM THE POST OFFICE AT HOUCK GO EAST ON
 FP0579'U.S. HIGHWAY 66 FOR 1.4 MILES TO MILE POST 372 AND THE END OF
 FP0579'TRUCK TRAVEL.  FROM HERE PACK NORTH TO THE SHEEP CORRAL, THEN
 FP0579'UP THE STEEP HILL TO THE FIRST SUMMIT AND STATION.  LENGTH
 FP0579'OF PACK IS ABOUT 1/4 HOUR.
 FP0579'
 FP0579'THE STATION MARK, STAMPED BE 1959, IS A STANDARD TRAVERSE
 FP0579'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FP0579'PROJECTS 1 FOOT.  IT IS 12 FEET SOUTHWEST OF A CAIRN AND 5
 FP0579'FEET NORTHWEST OF THE WITNESS POST.
 FP0579'
 FP0579'REFERENCE MARK 1, STAMPED BE NO 1 1959, IS A STANDARD DISK
 FP0579'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FP0579'IT IS 15 FEET NORTHEAST OF THE CAIRN.
 FP0579'
 FP0579'REFERENCE MARK 2, STAMPED BE NO 2 1959, IS A STANDARD DISK
 FP0579'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FP0579'IT IS 29 FEET SOUTHWEST OF THE CAIRN.
 FP0579'
 FP0579'TRAVERSE STATION HOUCK WILL SERVE AS AN AZIMUTH MARK.  SEE
 FP0579'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0113 ***********************************************************************
 GP0113  DESIGNATION -  BE 13
 GP0113  PID         -  GP0113
 GP0113  STATE/COUNTY-  AZ/COCONINO
 GP0113  USGS QUAD   -  PAGE (1985)
 GP0113
 GP0113                         *CURRENT SURVEY CONTROL
 GP0113  ___________________________________________________________________
 GP0113* NAD 83(1986)-  36 55 24.     (N)    111 28 47.     (W)     SCALED    
 GP0113* NAVD 88     -      1108.149  (meters)    3635.65   (feet)  ADJUSTED  
 GP0113  ___________________________________________________________________
 GP0113  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0113  DYNAMIC HT  -        1106.889 (meters)    3631.52  (feet)  COMP
 GP0113  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 GP0113
 GP0113  VERT ORDER  -  FIRST     CLASS II
 GP0113
 GP0113.The horizontal coordinates were scaled from a topographic map and have
 GP0113.an estimated accuracy of +/- 6 seconds.
 GP0113
 GP0113.The orthometric height was determined by differential leveling
 GP0113.and adjusted by the National Geodetic Survey in June 1991..
 GP0113
 GP0113.The geoid height was determined by GEOID03.
 GP0113
 GP0113.The dynamic height is computed by dividing the NAVD 88
 GP0113.geopotential number by the normal gravity value computed on the
 GP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0113.degrees latitude (g = 980.6199 gals.).
 GP0113
 GP0113.The modeled gravity was interpolated from observed gravity values.
 GP0113
 GP0113;                    North         East    Units  Estimated Accuracy
 GP0113;SPC AZ C     -   657,050.      252,290.      MT  (+/- 180 meters Scaled)
 GP0113
 GP0113                          SUPERSEDED SURVEY CONTROL
 GP0113
 GP0113  NGVD 29 (??/??/92) 1107.262  (m)         3632.74   (f) ADJ UNCH    1 2
 GP0113
 GP0113.Superseded values are not recommended for survey control.
 GP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0113.See file dsdata.txt to determine how the superseded data were derived.
 GP0113
 GP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF572864(NAD 83)
 GP0113_MARKER: DD = SURVEY DISK
 GP0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0113_SP_SET: UNSPEC. ROCK
 GP0113_STAMPING: BE 13 1957
 GP0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0113
 GP0113  HISTORY     - Date     Condition        Report By
 GP0113  HISTORY     - 1957     MONUMENTED       BOR
 GP0113  HISTORY     - 1962     GOOD             NGS
 GP0113
 GP0113                          STATION DESCRIPTION
 GP0113
 GP0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0113'4.2 MI S FROM PAGE.
 GP0113'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0113'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0113'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE
 GP0113'0.85 MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL.  THENCE PASS
 GP0113'THROUGH ADIT NO. 11.  THENCE ABOUT 0.05 MILE NORTH ALONG A DIRT ROAD,
 GP0113'ABOVE THE COLORADO RIVER ON THE EASTERLY CANYON WALL ABOUT 1 1/4 MILES
 GP0113'DOWNSTREAM FROM THE GLEN CANYON DAM, 22.0 FEET NORTH OF A METAL
 GP0113'WITNESS POST, ABOUT 10 FEET NORTH OF A RAVINE IN THE CANYON WALL,
 GP0113'ABOUT 200 FEET ABOVE THE DIRT ROAD BELOW, AND SET IN THE TOP OF A ROCK
 GP0113'WHICH PROTRUDES OUT FROM THE CANYON WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0116 ***********************************************************************
 GP0116  DESIGNATION -  BE 16
 GP0116  PID         -  GP0116
 GP0116  STATE/COUNTY-  AZ/COCONINO
 GP0116  USGS QUAD   -  PAGE (1985)
 GP0116
 GP0116                         *CURRENT SURVEY CONTROL
 GP0116  ___________________________________________________________________
 GP0116* NAD 83(1986)-  36 56 12.     (N)    111 28 57.     (W)     SCALED    
 GP0116* NAVD 88     -       971.106  (meters)    3186.04   (feet)  ADJUSTED  
 GP0116  ___________________________________________________________________
 GP0116  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0116  DYNAMIC HT  -         970.001 (meters)    3182.41  (feet)  COMP
 GP0116  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 GP0116
 GP0116  VERT ORDER  -  FIRST     CLASS II
 GP0116
 GP0116.The horizontal coordinates were scaled from a topographic map and have
 GP0116.an estimated accuracy of +/- 6 seconds.
 GP0116
 GP0116.The orthometric height was determined by differential leveling
 GP0116.and adjusted by the National Geodetic Survey in June 1991..
 GP0116
 GP0116.The geoid height was determined by GEOID03.
 GP0116
 GP0116.The dynamic height is computed by dividing the NAVD 88
 GP0116.geopotential number by the normal gravity value computed on the
 GP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0116.degrees latitude (g = 980.6199 gals.).
 GP0116
 GP0116.The modeled gravity was interpolated from observed gravity values.
 GP0116
 GP0116;                    North         East    Units  Estimated Accuracy
 GP0116;SPC AZ C     -   658,530.      252,030.      MT  (+/- 180 meters Scaled)
 GP0116
 GP0116                          SUPERSEDED SURVEY CONTROL
 GP0116
 GP0116  NGVD 29 (??/??/92)  970.214  (m)         3183.11   (f) ADJ UNCH    1 2
 GP0116
 GP0116.Superseded values are not recommended for survey control.
 GP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0116.See file dsdata.txt to determine how the superseded data were derived.
 GP0116
 GP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF570879(NAD 83)
 GP0116_MARKER: DD = SURVEY DISK
 GP0116_SETTING: 66 = SET IN ROCK OUTCROP
 GP0116_SP_SET: SANDSTONE LEDGE
 GP0116_STAMPING: BE 16 1957
 GP0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0116+STABILITY: POSITION/ELEVATION WELL
 GP0116
 GP0116  HISTORY     - Date     Condition        Report By
 GP0116  HISTORY     - 1957     MONUMENTED       BOR
 GP0116  HISTORY     - 1962     GOOD             NGS
 GP0116
 GP0116                          STATION DESCRIPTION
 GP0116
 GP0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0116'IN PAGE.
 GP0116'AT THE POWERPLANT OF THE GLEN CANYON DAM.  MAY BE REACHED BY GOING 2.3
 GP0116'MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF THE GLEN
 GP0116'CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG AN ASPHALT
 GP0116'ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 1.95 MILE
 GP0116'NORTH INTO AND THROUGH THE POWERPLANT SERVICE ROAD TUNNEL, 265 FEET
 GP0116'SOUTH OF THE SOUTH FACE OF THE POWERPLANT MACHINE BAY, 130 FEET SOUTH
 GP0116'OF THE NORTHWEST CORNER OF THE NORTH PORTAL OF THE POWERPLANT SERVICE
 GP0116'ROAD TUNNEL, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND SET
 GP0116'IN THE TOP OF A SANDSTONE LEDGE IN THE EAST WALL OF THE CANYON
 GP0116'DOWNSTREAM FROM THE POWERPLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1042 ***********************************************************************
 CG1042  DESIGNATION -  BEACH
 CG1042  PID         -  CG1042
 CG1042  STATE/COUNTY-  AZ/PIMA
 CG1042  USGS QUAD   -  MOUNT FAGAN (1981)
 CG1042
 CG1042                         *CURRENT SURVEY CONTROL
 CG1042  ___________________________________________________________________
 CG1042* NAD 83(1992)-  31 54 43.50931(N)    110 44 42.29379(W)     ADJUSTED  
 CG1042* NAVD 88     -      1547.8    (meters)    5078.     (feet)  VERTCON   
 CG1042  ___________________________________________________________________
 CG1042  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 CG1042  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CG1042
 CG1042  HORZ ORDER  -  FIRST
 CG1042
 CG1042.The horizontal coordinates were established by classical geodetic methods
 CG1042.and adjusted by the National Geodetic Survey in August 1993..
 CG1042
 CG1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1042
 CG1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1042
 CG1042.The geoid height was determined by GEOID03.
 CG1042
 CG1042;                    North         East     Units Scale Factor Converg.
 CG1042;SPC AZ C     -   101,718.458   324,164.607   MT  1.00005137   +0 37 09.8
 CG1042;SPC AZ C     -   333,721.98  1,063,532.18   iFT  1.00005137   +0 37 09.8
 CG1042;UTM  12      - 3,530,719.491   524,101.386   MT  0.99960716   +0 08 05.1
 CG1042
 CG1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1042!SPC AZ C     -   0.99976151  x   1.00005137  =   0.99981287
 CG1042!UTM  12      -   0.99976151  x   0.99960716  =   0.99936877
 CG1042
 CG1042:                Primary Azimuth Mark                     Grid Az
 CG1042:SPC AZ C     -  BEACH AZ MK                              020 39 58.8
 CG1042:UTM  12      -  BEACH AZ MK                              021 09 03.5
 CG1042
 CG1042|---------------------------------------------------------------------|
 CG1042| PID    Reference Object                     Distance      Geod. Az  |
 CG1042|                                                           dddmmss.s |
 CG1042| CC6036 BEACH AZ MK                                        0211708.6 |
 CG1042| CZ1821 AIRWAY BEACON 12                    APPROX.18.8 KM 0275132.0 |
 CG1042| AH4869 BEACH RM 1                            5.966 METERS 06403     |
 CG1042| CG1069 RITA                                APPROX.16.0 KM 2721945.8 |
 CG1042| AH4870 BEACH RM 2                            5.967 METERS 32305     |
 CG1042|---------------------------------------------------------------------|
 CG1042
 CG1042                          SUPERSEDED SURVEY CONTROL
 CG1042
 CG1042  NAD 83(1986)-  31 54 43.50534(N)    110 44 42.29007(W) AD(       ) 1
 CG1042  NAD 27      -  31 54 43.20400(N)    110 44 39.98700(W) AD(       ) 1
 CG1042  NGVD 29 (07/19/86) 1547.0    (m)         5075.     (f) VERT ANG       
 CG1042
 CG1042.Superseded values are not recommended for survey control.
 CG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1042.See file dsdata.txt to determine how the superseded data were derived.
 CG1042
 CG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2410130719(NAD 83)
 CG1042_MARKER: DD = SURVEY DISK
 CG1042_SETTING: 66 = SET IN ROCK OUTCROP
 CG1042_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1042_PROJECTION: FLUSH
 CG1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1042+STABILITY: POSITION/ELEVATION WELL
 CG1042
 CG1042  HISTORY     - Date     Condition        Report By
 CG1042  HISTORY     - 1935     MONUMENTED       CGS
 CG1042  HISTORY     - 1936     GOOD             CGS
 CG1042  HISTORY     - 1956     GOOD             USE
 CG1042  HISTORY     - 1987     GOOD             AZDT
 CG1042
 CG1042                          STATION DESCRIPTION
 CG1042
 CG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1042'LOCATED ON A LOWER SUMMIT OF THE NORTHERN END OF THE SANTA RITA
 CG1042'MOUNTAINS, 1-1/2 MILES NORTHWEST OF MT. FAGAN, SEC. 31, T. 17 S.,
 CG1042'R. 16 E.
 CG1042'
 CG1042'TO REACH FROM TUCSON, FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CG1042'89, FOLLOW U.S. HIGHWAY 80 EAST FOR ABOUT 19.5 MILES TO A TEXACO
 CG1042'SERVICE STATION ON THE RIGHT SIDE OF THE HIGHWAY, CONTINUE FOR 0.1
 CG1042'MILE TO A SIGN READING HELVETIA ROAD, TURN RIGHT ON THIS ROAD AS
 CG1042'PER SIGN AND FOLLOW IT FOR 5.7 MILES, KEEP STRAIGHT AHEAD THROUGH
 CG1042'A CATTLE GUARD FOR 1.1 MILES TO A SIGN (RIGHT OF ROAD) READING
 CG1042'HELVETIA ROAD, HERE TURN LEFT AND FOLLOW THIS ROAD FOR 2.7
 CG1042'MILES TO A LARGE RANCH (SPANISH TYPE HOUSE).  AT THE GATE
 CG1042'ENTERING THE RANCH, TURN SHARP LEFT AND FOLLOW THE DIMMER ROAD
 CG1042'(WINDING) 0.2 MILE TO 2 CATTLE GUARDS TOGETHER, CONTINUE FROM
 CG1042'HERE FOR 1.3 MILES TO ANOTHER RANCH HOUSE AND THE END OF TRUCK
 CG1042'TRAVEL.  CROSS THE WASH AND FOLLOW THE RIDGE LEADING TO THE
 CG1042'SOUTH, AT THE TOP OF THE FIRST HILL THE STATION SITE CAN BE SEEM
 CG1042'STRAIGHT AHEAD (SOUTH).  APPROXIMATELY 1-1/2 MILES FROM TRUCK
 CG1042'TO STATION.
 CG1042'
 CG1042'REFERENCE MARKS NOS. 1 AND 2, NOTE 12C.
 CG1042
 CG1042                          STATION RECOVERY (1936)
 CG1042
 CG1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1042'LOCATED ON A LOWER SUMMIT OF THE NORTHERN END OF THE SANTA RITA
 CG1042'MOUNTAINS, 1-1/2 MILES NORTHWEST OF MT. FAGAN, SEC. 31, T. 17 S.,
 CG1042'R. 16 E.
 CG1042'
 CG1042'TO REACH FROM TUCSON FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CG1042'89 JUST NORTH OF THE U.S. VETERANS HOSPITAL, FOLLOW U.S. HIGHWAY
 CG1042'80 FOR 18.1 MILES TO A SIGN ON RIGHT SIDE OF HIGHWAY, HELVETIA
 CG1042'ROAD, TURN RIGHT AND FOLLOW THIS ROAD FOR 5.7 MILES, CROSS CATTLE
 CG1042'GUARD AND PROCEED STRAIGHT AHEAD FOR 1.1 MILES TO A SIGN ON
 CG1042'RIGHT SIDE OF ROAD READING HELVETIA ROAD.  TURN LEFT HERE AND
 CG1042'FOLLOW THIS ROAD (WINDING, DIM AND ROUGH) FOR 2.7 MILES TO A LARGE
 CG1042'SPANISH RANCH HOUSE AND BUILDINGS.  AT RANCH HOUSE MAKE A
 CG1042'SHARP LEFT TURN ON A DIM WINDING ROAD AND FOLLOW FOR 0.2 MILE,
 CG1042'CROSS 2 CATTLE GUARDS WHICH ARE ABOUT 50 FEET APART AND
 CG1042'PROCEED FOR 1.3 MILES TO ANOTHER RANCH HOUSE AND END OF TRUCK
 CG1042'TRAVEL.  FROM END OF TRUCK TRAVEL CROSS DEEP CANYON AND FOLLOW
 CG1042'THE RIDGE IN A SOUTH-SOUTHEAST DIRECTION TO TOP OF FIRST KNOLL
 CG1042'WHERE THE AZIMUTH (1936) IS LOCATED, JUST EAST OF HIGH
 CG1042'POINT OF KNOLL.  FROM HERE FOLLOW THE RIDGE (BEARING TO THE
 CG1042'RIGHT) TO SUMMIT AND STATION.  A 1-HOUR PACK.
 CG1042
 CG1042                          STATION RECOVERY (1956)
 CG1042
 CG1042'RECOVERY NOTE BY US ENGINEERS 1956
 CG1042'STATION RECOVERED AS DESCRIBED.
 CG1042
 CG1042                          STATION RECOVERY (1987)
 CG1042
 CG1042'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1042'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CG1042'CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG1042'TO REACH THE STATION FROM TUCSON TRAVEL SOUTHEAST ALONG INTERSTATE
 CG1042'HIGHWAY 10 ABOUT 11 MILES TO HOUGHTON ROAD TRAFFIC INTERCHANGE. TRAVEL
 CG1042'SOUTH ALONG HOUGHTON ROAD FOR 6.7 MILES TO SAHUARITA ROAD. CONTINUE
 CG1042'SOUTH ALONG HOUGHTON ROAD FOR 1.1 MILES TO CAMINO DEL TORO ROAD,
 CG1042'CONTINUE SOUTH FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND TRAVEL
 CG1042'EAST ALONG A BLADED ROAD OR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK
 CG1042'SOUTHEAST FOR 0.55 MILE TO MT FAGEN RANCH HOUSE.  TURN LEFT AND TRAVEL
 CG1042'AROUND THE EAST END OF THE BUNKHOUSE 0.1 MILE TO A GATE JUST PAST A
 CG1042'WATER TANK.  TRAVEL SOUTH PASSING THROUGH THE GATE FOR 0.4 MILE TO A
 CG1042'FORK.  TAKE THE RIGHT FORK SOUTH 0.05 MILE TO A GATE.  PASS THROUGH
 CG1042'THE GATE 0.05 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHEAST TO HIGHEST
 CG1042'PEAK AND STATION.  A ROAD CUT IN ON THE NORTH SIDE OF STATION PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1264 ***********************************************************************
 DB1264  DESIGNATION -  BEACON
 DB1264  PID         -  DB1264
 DB1264  STATE/COUNTY-  AZ/YUMA
 DB1264  USGS QUAD   -  LIGURTA (1965)
 DB1264
 DB1264                         *CURRENT SURVEY CONTROL
 DB1264  ___________________________________________________________________
 DB1264* NAD 83(1992)-  32 40 20.87812(N)    114 20 09.44130(W)     ADJUSTED  
 DB1264* NAVD 88     -       492.76   (+/-2cm)    1616.7    (feet)  VERTCON   
 DB1264  ___________________________________________________________________
 DB1264  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1264  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1264
 DB1264  HORZ ORDER  -  FIRST
 DB1264  VERT ORDER  -  THIRD ? (See Below)
 DB1264
 DB1264.The horizontal coordinates were established by classical geodetic methods
 DB1264.and adjusted by the National Geodetic Survey in August 1993..
 DB1264
 DB1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1264.The vertical order pertains to the NGVD 29 superseded value.
 DB1264
 DB1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1264
 DB1264.The geoid height was determined by GEOID03.
 DB1264
 DB1264;                    North         East     Units Scale Factor Converg.
 DB1264;SPC AZ W     -   185,589.054   158,402.366   MT  0.99997056   -0 18 58.8
 DB1264;SPC AZ W     -   608,887.97    519,692.80   iFT  0.99997056   -0 18 58.8
 DB1264;UTM  11      - 3,618,114.096   749,817.175   MT  1.00036962   +1 26 20.0
 DB1264
 DB1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1264!SPC AZ W     -   0.99992789  x   0.99997056  =   0.99989845
 DB1264!UTM  11      -   0.99992789  x   1.00036962  =   1.00029748
 DB1264
 DB1264|---------------------------------------------------------------------|
 DB1264| PID    Reference Object                     Distance      Geod. Az  |
 DB1264|                                                           dddmmss.s |
 DB1264| CE9752 BEACON RM 3                          10.450 METERS 07727     |
 DB1264| DB1253 ADONDE                              APPROX.13.6 KM 0964229.0 |
 DB1264| DB1262 BEACON OFFSET                       242.534 METERS 17638     |
 DB1264| DB1261 BEACON RM 1                          13.949 METERS 20250     |
 DB1264| DB1260 BEACON RM 2                          18.007 METERS 32041     |
 DB1264|---------------------------------------------------------------------|
 DB1264
 DB1264                          SUPERSEDED SURVEY CONTROL
 DB1264
 DB1264  NAD 83(1986)-  32 40 20.88123(N)    114 20 09.45026(W) AD(       ) 1
 DB1264  NAD 27      -  32 40 20.70991(N)    114 20 06.65862(W) AD(       ) 1
 DB1264  NGVD 29 (07/19/86)  492.10   (m)         1614.5    (f) LEVELING    3  
 DB1264
 DB1264.Superseded values are not recommended for survey control.
 DB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1264.See file dsdata.txt to determine how the superseded data were derived.
 DB1264
 DB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4981718114(NAD 83)
 DB1264_MARKER: DD = SURVEY DISK
 DB1264_SETTING: 0 = UNSPECIFIED SETTING
 DB1264
 DB1264  HISTORY     - Date     Condition        Report By
 DB1264  HISTORY     - 1960     MONUMENTED       DMA
 DB1264
 DB1264                          STATION DESCRIPTION
 DB1264
 DB1264'DESCRIBED BY DEFENSE MAP AGENCY 1960
 DB1264'THE STATION MARK IS A UNITED STATES ENGINEER DEPT. DISK SET IN
 DB1264'CONCRETE THE TOP OF WHICH PROJECT 0.3 FT. ABOVE THE GROUND AND IS
 DB1264'STAMPED BEACON 1957 AND WAS REPOSITIONED BY ARMY MAP SERVICE IN
 DB1264'MARCH 1960.
 DB1264'
 DB1264'THE STATION MARK IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF THE
 DB1264'YUMA TEST CENTER.  ABOUT 16 MILES EAST OF YUMA IN THE OILS MOUNTAINS
 DB1264'17.6 FEET NORTHEAST OF THE SOUTHEAST LEG OF A TOWER.  47.0 FEET
 DB1264'SOUTHEAST OF A WOODEN POLE AND 35 FEET NORTH OF ANOTHER WOODEN
 DB1264'POLE.
 DB1264'
 DB1264'TO REACH FROM THE INTERSECTION OF STATE ROUTE 95 AND THE MAIN
 DB1264'ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO SOUTHWEST AND
 DB1264'WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95 AND ARABY ROAD.
 DB1264'TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES TO THE
 DB1264'INTERSECTION OF U.S. ROUTE 80.  TURN LEFT AND GO WEST ON ROUTE 80
 DB1264'FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT OF
 DB1264'TELEGRAPH PASS.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.5
 DB1264'MILE TO A LOCKED GATE.  (THE KEYS TO THE GATE MAY BE OBTAINED
 DB1264'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1264'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1264'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1264'EAST OF THE ROAD AND AN ALUMINUM MICRO WAVE TOWER ON TOP OF THE
 DB1264'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A
 DB1264'HIGHER PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1264'
 DB1264'REFERENCE MARK NO. 1--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN A LARGE OUTCROPPING BOULDER AND IS ABOUT FIVE FEET HIGHER
 DB1264'THAN THE STATION MARK AND IS SOUTH-SOUTHWEST OF THE STATION MARK.
 DB1264'THE DISK IS STAMPED, BEACON RM NO. 1 ARMY MAP SERVICE 1961.
 DB1264'
 DB1264'REFERENCE MARK NO. 2--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN A ROCK LEDGE ABOUT FIVE FEET HIGHER THAN THE STATION AND IS
 DB1264'NORTHWEST OF THE STATION.  THE DISK IS STAMPED, BEACON RM NO. 2
 DB1264'ARMY MAP SERVICE 1961.
 DB1264'
 DB1264'REFERENCE MARK NO. 3--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN OUTCROPPING ROCK AND IS EAST OF AND ABOUT THREE FEET LOWER
 DB1264'THAN THE STATION MARK.  THE DISK IS STAMPED, BEACON RM NO. 3 ARMY
 DB1264'MAP SERVICE 1961.
 DB1264'
 DB1264'AZIMUTH MARK--A CORPS OF ENGINEER DISK SET IN A DRILL HOLE IN
 DB1264'OUTCROPPING ROCK AND IS STAMPED.  BEACON OFFSET ARMY MAP SERVICE
 DB1264'1961 AND IS SET 796 FEET SOUTH OF THE STATION MARK.  SEE DESCRIPTION
 DB1264'CARD FOR THIS STATION FOR ADDITIONAL INFORMATION.
 DB1264'
 DB1264'A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 DB1264'
 DB1264'OBSERVATIONS WERE MADE FROM A FIVE FOOT STAND.  VISIBILITY IS GOOD
 DB1264'IN ALL DIRECTIONS EXCEPT FOR A DIRECTION FROM WEST-NORTHWEST TO
 DB1264'ABOUT DUE NORTH, WHICH IS BLOCKED BY THE HIGHER ELEVATIONS OF THE
 DB1264'GILA MOUNTAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1653 ***********************************************************************
 DB1653  DESIGNATION -  BEACON
 DB1653  PID         -  DB1653
 DB1653  STATE/COUNTY-  AZ/YUMA
 DB1653  USGS QUAD   -  LIGURTA (1965)
 DB1653
 DB1653                         *CURRENT SURVEY CONTROL
 DB1653  ___________________________________________________________________
 DB1653* NAD 83(1992)-  32 40 25.30968(N)    114 20 15.54932(W)     ADJUSTED  
 DB1653* NAVD 88     -       523.7    (meters)    1718.     (feet)  VERTCON   
 DB1653  ___________________________________________________________________
 DB1653  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DB1653  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB1653
 DB1653  HORZ ORDER  -  THIRD
 DB1653
 DB1653.The horizontal coordinates were established by classical geodetic methods
 DB1653.and adjusted by the National Geodetic Survey in August 1993..
 DB1653
 DB1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1653
 DB1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1653
 DB1653.The geoid height was determined by GEOID03.
 DB1653
 DB1653;                    North         East     Units Scale Factor Converg.
 DB1653;SPC AZ W     -   185,726.442   158,243.986   MT  0.99997078   -0 19 02.1
 DB1653;SPC AZ W     -   609,338.72    519,173.18   iFT  0.99997078   -0 19 02.1
 DB1653;SPC CA 6     -   557,876.338 2,179,363.492   MT  1.00002005   +1 03 03.1
 DB1653;SPC CA 6     - 1,830,299.29  7,150,128.39   sFT  1.00002005   +1 03 03.1
 DB1653;UTM  11      - 3,618,246.622   749,654.597   MT  1.00036862   +1 26 16.9
 DB1653
 DB1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1653!SPC AZ W     -   0.99992304  x   0.99997078  =   0.99989382
 DB1653!SPC CA 6     -   0.99992304  x   1.00002005  =   0.99994308
 DB1653!UTM  11      -   0.99992304  x   1.00036862  =   1.00029163
 DB1653
 DB1653                          SUPERSEDED SURVEY CONTROL
 DB1653
 DB1653  NAD 83(1986)-  32 40 25.31318(N)    114 20 15.55579(W) AD(       ) 4
 DB1653  NGVD 29 (04/26/91)  523.0    (m)         1716.     (f) VERT ANG       
 DB1653
 DB1653.Superseded values are not recommended for survey control.
 DB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1653.See file dsdata.txt to determine how the superseded data were derived.
 DB1653
 DB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4965518247(NAD 83)
 DB1653_MARKER: 22 = AIRWAY BEACON
 DB1653
 DB1653  HISTORY     - Date     Condition        Report By
 DB1653  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1653
 DB1653                          STATION DESCRIPTION
 DB1653
 DB1653'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1653'NOT OCCUPIED.
 DB1653'
 DB1653'LOCATED ABOUT 16 MI E. OF YUMA, ABOUT 1 MI N. OF TELEGRAPH PASS
 DB1653'AND NEW US HWY. 80.  ON TOP OF HIGHEST PEAK IN VICINITY.
 DB1653'
 DB1653'STATION MARK--CENTER OF FLASHING LIGHT AND TOWER OF AIRWAY
 DB1653'BEACON ON STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1263 ***********************************************************************
 DB1263  DESIGNATION -  BEACON 2
 DB1263  PID         -  DB1263
 DB1263  STATE/COUNTY-  AZ/YUMA
 DB1263  USGS QUAD   -  LIGURTA (1965)
 DB1263
 DB1263                         *CURRENT SURVEY CONTROL
 DB1263  ___________________________________________________________________
 DB1263* NAD 83(1992)-  32 40 25.20404(N)    114 20 15.39414(W)     ADJUSTED  
 DB1263* NAVD 88     -       522.9    (meters)    1716.     (feet)  VERTCON   
 DB1263  ___________________________________________________________________
 DB1263  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DB1263  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB1263
 DB1263  HORZ ORDER  -  FIRST
 DB1263
 DB1263.The horizontal coordinates were established by classical geodetic methods
 DB1263.and adjusted by the National Geodetic Survey in August 1993..
 DB1263
 DB1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1263
 DB1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1263
 DB1263.The geoid height was determined by GEOID03.
 DB1263
 DB1263;                    North         East     Units Scale Factor Converg.
 DB1263;SPC AZ W     -   185,723.166   158,248.011   MT  0.99997077   -0 19 02.0
 DB1263;SPC AZ W     -   609,327.97    519,186.39   iFT  0.99997077   -0 19 02.0
 DB1263;UTM  11      - 3,618,243.469   749,658.722   MT  1.00036864   +1 26 17.0
 DB1263
 DB1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1263!SPC AZ W     -   0.99992316  x   0.99997077  =   0.99989393
 DB1263!UTM  11      -   0.99992316  x   1.00036864  =   1.00029177
 DB1263
 DB1263|---------------------------------------------------------------------|
 DB1263| PID    Reference Object                     Distance      Geod. Az  |
 DB1263|                                                           dddmmss.s |
 DB1263| DB1260 BEACON RM 2                         186.779 METERS 12942     |
 DB1263| DB1261 BEACON RM 1                         209.178 METERS 13418     |
 DB1263| DB1262 BEACON OFFSET                       411.809 METERS 1554301.6 |
 DB1263| CE9747 BEACON 2 RM 3                         6.157 METERS 28923     |
 DB1263| CE9748 BEACON 2 RM 4                         5.678 METERS 33626     |
 DB1263|---------------------------------------------------------------------|
 DB1263
 DB1263                          SUPERSEDED SURVEY CONTROL
 DB1263
 DB1263  NAD 83(1986)-  32 40 25.20706(N)    114 20 15.40296(W) AD(       ) 1
 DB1263  NAD 27      -  32 40 25.03674(N)    114 20 12.61099(W) AD(       ) 1
 DB1263  NGVD 29 (07/19/86)  522.2    (m)         1713.     (f) VERT ANG       
 DB1263
 DB1263.Superseded values are not recommended for survey control.
 DB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1263.See file dsdata.txt to determine how the superseded data were derived.
 DB1263
 DB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4965918243(NAD 83)
 DB1263_MARKER: DS = TRIANGULATION STATION DISK
 DB1263_SETTING: 66 = SET IN ROCK OUTCROP
 DB1263
 DB1263  HISTORY     - Date     Condition        Report By
 DB1263  HISTORY     - 1971     MONUMENTED       NGS
 DB1263  HISTORY     - 1974     GOOD             NGS
 DB1263
 DB1263                          STATION DESCRIPTION
 DB1263
 DB1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1263'THE STATION IS LOCATED ABOUT 17 MILES EAST OF YUMA, 11.5 MILES WEST
 DB1263'OF WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE HIGHWAY 8
 DB1263'AND ON A HIGH POINT OF THE HILL AND NEAR THE CENTER OF ALL THE
 DB1263'TOWERS AND RADAR EQUIPMENT ON THE HILL.
 DB1263'
 DB1263'THE GEODIMETER DISTANCES NOTED ABOVE HAVE BEEN REDUCED TO SEA
 DB1263'LEVEL.
 DB1263'
 DB1263'THE LINE BETWEEN REFERENCE MARKS 3 AND 4 IS OBSTRUCTED.
 DB1263'
 DB1263'TO REACH THE STATION FROM THE WELLTON EXIT OVERPASS OF INTERSTATE
 DB1263'HIGHWAY 8 GO WESTERLY ON INTERSTATE HIGHWAY 8 FOR 13.7 MILES TO A
 DB1263'GRAVEL ROAD AND A PIPE FRAME WIRE GATE ON THE RIGHT.  TURN RIGHT
 DB1263'AND GO NORTH FOR 0.05 MILE TO THE GATE (LOCKED) IN THE NORTH
 DB1263'RIGHT-OF-WAY FENCE.  PASS THROUGH GATE AND GO NORTHERLY ON GRAVEL
 DB1263'ROAD TO BASE OF MOUNTAIN, THENCE CONCRETE SURFACE ROAD UP VERY
 DB1263'STEEP GRADE FOR 1.5 MILES TO SUMMIT OF RIDGE AND A CONCRETE BLOCK
 DB1263'BUILDING ON THE RIGHT, A CORRUGATED METAL BUILDING ON THE LEFT AND
 DB1263'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY ON
 DB1263'GRAVEL ROAD FOR 0.2 MILE TO REFERENCE MARKS 1 AND 2 ON THE RIGHT
 DB1263'NEAR A CONCRETE BLOCK BUILDING.  CONTINUE ON GRAVEL ROAD FOR
 DB1263'0.1 MILE TO A FORK, BEAR RIGHT UP STEEP GRADE FOR 0.05 MILE TO A
 DB1263'METAL BUILDING AND END OF TRUCK TRAVEL.  PACK NORTH UPHILL FOR
 DB1263'ABOUT 100 FEET TO AN OLD BEACON TOWER SITUATED OVER A METAL
 DB1263'BUILDING AND THE STATION AS DESCRIBED.
 DB1263'
 DB1263'THE STATION MARK IS A STANDARD DISK STAMPED BEACON 2 1971, CEMENTED
 DB1263'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11 FEET SOUTHEAST OF
 DB1263'THE SOUTHEAST LEG OF THE BEACON TOWER.
 DB1263'
 DB1263'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEACON 2 NO 3 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE SOUTHWEST LEG
 DB1263'OF THE BEACON TOWER.  IT IS FLUSH AND THE SAME ELEVATION AS THE
 DB1263'STATION MARK.
 DB1263'
 DB1263'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACON 2 NO 4 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE NORTHEAST LEG
 DB1263'OF THE BEACON TOWER.  IT IS FLUSH AND THE SAME ELEVATION AS THE
 DB1263'STATION MARK.
 DB1263'
 DB1263'REFERENCE MARK 1 IS A STANDARD AMS DISK STAMPED BEACON RM NO 1
 DB1263'1961, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 13 FEET
 DB1263'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING AND 4
 DB1263'FEET HIGHER THAN THE SURROUNDING GROUND SURFACE.
 DB1263'
 DB1263'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON RM NO 2
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 52
 DB1263'FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING AND 1 FOOT SOUTH
 DB1263'OF THE EDGE OF A HIGH CLIFF.
 DB1263'
 DB1263'THE AZIMUTH MARK IS A STANDARD AMS DISK STAMPED BEACON OFFSET
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 43
 DB1263'FEET NORTH OF THE ELECTRIC METER ON THE METAL BUILDING AND 3 FEET
 DB1263'EAST OF THE EDGE OF A CLIFF.
 DB1263
 DB1263                          STATION RECOVERY (1974)
 DB1263
 DB1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1263'THE STATION MARK, REFERENCE MARKS 1, 2, 3, 4, AND THE AZIMUTH MARK
 DB1263'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 DB1263'DIRECTION COMPARES FAVORABLY WITH THE OLD DATA.  A NEW AND COMPLETE
 DB1263'DESCRIPTION FOLLOWS--
 DB1263'
 DB1263'THE STATION IS LOCATED 17.0 MILES EAST OF YUMA, 11.0 MILES WEST OF
 DB1263'WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE HIGHWAY 8,
 DB1263'ON TOP OF A HIGH HILL, NEAR THE CENTER OF SEVERAL RADAR TOWERS, ON
 DB1263'PROPERTY OF THE BUREAU OF LAND MANAGEMENT, OFFICE LOCATED IN YUMA,
 DB1263'ARIZONA.  PHONE NUMBER 726-2612.
 DB1263'
 DB1263'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 95 AND
 DB1263'INTERSTATE HIGHWAY 8, AT THE EAST EDGE OF YUMA, GO EAST ON
 DB1263'INTERSTATE HIGHWAY 8 FOR 9.4 MILES TO FORTUNA ROAD EXIT.  CONTINUE
 DB1263'EAST ON INTERSTATE HIGHWAY 8 FOR 5.7 MILES TO A TRACK ROAD LEFT AT
 DB1263'THE EAST END OF A GUARDRAIL.  TURN LEFT, GO NORTH 0.1 MILE,
 DB1263'CROSSING THE WEST BOUND LANE OF INTERSTATE HIGHWAY 8 TO A LOCKED
 DB1263'GATE.  PASS THROUGH AND GO NORTHEAST ON GRAVEL ROAD FOR 0.5 MILE
 DB1263'TO WHERE CONCRETE SURFACED ROAD BEGINS.  CONTINUE
 DB1263'NORTHEASTERLY UP STEEP WINDING ROAD FOR 0.95 MILE TO THE
 DB1263'SUMMIT OF THE RIDGE AND THE AZIMUTH MARK ON THE LEFT, JUST
 DB1263'NORTH OF A BUILDING.  CONTINUE NORTHERLY ACROSS TOP OF RIDGE
 DB1263'0.35 MILE TO A FORK.  TAKE RIGHT FORK UP STEEP TRACK ROAD FOR 0.05
 DB1263'MILE TO END OF ROAD.  PACK NORTH ABOUT 100 FEET TO A BEACON TOWER
 DB1263'AND THE STATION SOUTHEAST OF THE TOWER.
 DB1263'
 DB1263'THE STATION MARK IS A STANDARD DISK STAMPED BEACON 2 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11.0 FEET
 DB1263'SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER.
 DB1263'
 DB1263'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEACON 2 NO 3 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE SOUTH-WEST
 DB1263'LEG.  IT IS FLUSH AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB1263'
 DB1263'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACON 2 NO 4 1971,
 DB1263'CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE
 DB1263'NORTHEAST LEG OF THE BEACON TOWER.  IT IS ABOUT THE SAME ELEVATION
 DB1263'AS THE STATION.
 DB1263'
 DB1263'REFERENCE MARK 1 IS A STANDARD ARMY MAP SERVICE DISK STAMPED BEACON
 DB1263'RM NO 1 1961, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 13.0
 DB1263'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING AND 13.0 FEET
 DB1263'SOUTHWEST OF A POWERLINE POLE.
 DB1263'
 DB1263'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON RM NO 2
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 DB1263'53.0 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING AND 1.0 FOOT
 DB1263'SOUTH OF THE EDGE OF THE CLIFF.
 DB1263'
 DB1263'THE AZIMUTH MARK IS A STANDARD ARMY MAP SERVICE DISK STAMPED BEACON
 DB1263'OFFSET 1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 DB1263'43.0 FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING, 32.0
 DB1263'FEET WEST OF THE CENTER OF THE TRACK ROAD, AND 3.0 FEET EAST OF
 DB1263'THE EDGE OF THE CLIFF.
 DB1263'
 DB1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WEST
 DB1263'OF WELLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0587 ***********************************************************************
 FP0587  DESIGNATION -  BEACON 54 B ECC
 FP0587  PID         -  FP0587
 FP0587  STATE/COUNTY-  AZ/APACHE
 FP0587  USGS QUAD   -  BEACON WELL (1972)
 FP0587
 FP0587                         *CURRENT SURVEY CONTROL
 FP0587  ___________________________________________________________________
 FP0587* NAD 83(1992)-  35 02 08.98989(N)    109 15 38.14665(W)     ADJUSTED  
 FP0587* NAVD 88     -      1978.3    (meters)    6490.     (feet)  VERTCON   
 FP0587  ___________________________________________________________________
 FP0587  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FP0587  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0587
 FP0587  HORZ ORDER  -  SECOND
 FP0587
 FP0587.The horizontal coordinates were established by classical geodetic methods
 FP0587.and adjusted by the National Geodetic Survey in August 1993..
 FP0587
 FP0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0587
 FP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0587
 FP0587.The geoid height was determined by GEOID03.
 FP0587
 FP0587;                    North         East     Units Scale Factor Converg.
 FP0587;SPC AZ E     -   447,924.173   296,030.351   MT  0.99998420   +0 31 12.7
 FP0587;SPC AZ E     - 1,469,567.50    971,228.19   iFT  0.99998420   +0 31 12.7
 FP0587;UTM  12      - 3,878,399.411   658,662.624   MT  0.99991026   +0 59 55.6
 FP0587
 FP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0587!SPC AZ E     -   0.99969317  x   0.99998420  =   0.99967738
 FP0587!UTM  12      -   0.99969317  x   0.99991026  =   0.99960346
 FP0587
 FP0587|---------------------------------------------------------------------|
 FP0587| PID    Reference Object                     Distance      Geod. Az  |
 FP0587|                                                           dddmmss.s |
 FP0587| CD3977 BEACON 54 B ECC RM 1                  8.030 METERS 05508     |
 FP0587| FP0501 LOS ANGELES ALBUQ AWY BN 57 58      APPROX.42.6 KM 0863426.9 |
 FP0587| CS5165 BEACON 54 B ECC RM 4                  9.238 METERS 15839     |
 FP0587| FP0588 LOS ANGELES ALBU AWY BN 54B 56      113.392 METERS 18415     |
 FP0587| FP0586 LOS ANGELES ALBUQ AWY BCN 54 A      APPROX. 4.1 KM 2761520.7 |
 FP0587| CD3976 BEACON 54 B ECC AZ MK                              3101750.7 |
 FP0587|---------------------------------------------------------------------|
 FP0587
 FP0587                          SUPERSEDED SURVEY CONTROL
 FP0587
 FP0587  NAD 83(1986)-  35 02 08.98115(N)    109 15 38.14929(W) AD(       ) 2
 FP0587  NAD 27      -  35 02 08.88400(N)    109 15 35.78900(W) AD(       ) 2
 FP0587  NGVD 29 (01/29/91) 1977.3    (m)         6487.     (f) VERT ANG       
 FP0587
 FP0587.Superseded values are not recommended for survey control.
 FP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0587.See file dsdata.txt to determine how the superseded data were derived.
 FP0587
 FP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5866378399(NAD 83)
 FP0587_MARKER: DS = TRIANGULATION STATION DISK
 FP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0587+STABILITY: SURFACE MOTION
 FP0587
 FP0587  HISTORY     - Date     Condition        Report By
 FP0587  HISTORY     - 1936     MONUMENTED       CGS
 FP0587  HISTORY     - 1951     GOOD             CGS
 FP0587  HISTORY     - 1959     GOOD             CGS
 FP0587  HISTORY     - 1982     GOOD             AZDT
 FP0587
 FP0587                          STATION DESCRIPTION
 FP0587
 FP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0587'LOCATED 14.1 MILES SSE OF SANDERS ALONG STATE HIGHWAY 81,
 FP0587'ON THE TOP OF THE BLUFF AT THE EDGE OF THE MESA N OF LOS
 FP0587'ANGELES-ALBUQUERQUE AIRWAY, BEACON 54B, ABOUT 300 YARDS N OF
 FP0587'STATE HIGHWAY 81, AND ON TOP OF A SMALL SANDY KNOLL.
 FP0587'
 FP0587'SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE MARKS NO. 1 ARE
 FP0587'STANDARD DISKS SET IN CONCRETE.
 FP0587'
 FP0587'REFERENCE MARK NO. 1 IS 8.003 METERS (26.26 FEET) FROM THE
 FP0587'STATION N 55 DEG 08 MIN E.
 FP0587'
 FP0587'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE CONCRETE BASE
 FP0587'UNDER THE AIRWAY BEACON.  IT IS 113.395 METERS (372.03 FEET)
 FP0587'FROM THE STATION S 4 DEG 15 MIN W.  MARK IS A STANDARD DISK.
 FP0587'
 FP0587'AZIMUTH MARK IS 25 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 FP0587'ON A SMALL KNOLL AND APPROXIMATELY 0.6 MILE FROM THE STATION
 FP0587'N 49 DEG 42 MIN W.
 FP0587
 FP0587                          STATION RECOVERY (1951)
 FP0587
 FP0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0587'THE BEACON IS LOCATED ABOUT 50 MILES EAST AIRLINE OF HOLBROOK,
 FP0587'AND 15 MILES EAST SOUTHEAST AIRLINE OF SANDERS.
 FP0587'
 FP0587'THE BEACON IS ON TOP OF A 60 FOOT STEEL TOWER.  THE LIGHT
 FP0587'ON TOP WAS INTERSECTED.
 FP0587'
 FP0587'THIS STATION IS THE SAME AS LOS ANGELES-ALBUQUERQUE AIRWAY
 FP0587'BEACON NO. 54B, 1936.
 FP0587
 FP0587                          STATION RECOVERY (1959)
 FP0587
 FP0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0587'STATION WAS RECOVERED, THE STATION MARK WAS FOUND IN GOOD
 FP0587'CONDITION, EXCEPT SOME OF THE DIRT HAD BLOWN AWAY FROM AROUND
 FP0587'THE CONCRETE.  THE STATION MARK WAS REINFORCED WITH EXTRA
 FP0587'CEMENT.  REFERENCE MARK NO. 2 DISK HAD BEEN REMOVED FROM THE
 FP0587'CENTER OF THE BASE OF THE BEACON TOWER.  REFERENCE MARK NO. 3
 FP0587'WAS RESET IN THE SAME DRILL HOLE.
 FP0587'
 FP0587'TO REACH FROM THE POST OFFICE AT SANDERS, GO EAST ON U.S.
 FP0587'HIGHWAY 66 FOR 0.05 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 FP0587'66 AND U.S. HIGHWAY 666, GO SOUTH ON U.S. HIGHWAY 666, TOWARDS
 FP0587'ST JOHNS, FOR 14.0 MILES TO THE BEACON TOWER AND STATION ON
 FP0587'THE EAST SIDE OF THE HIGHWAY.
 FP0587
 FP0587                          STATION RECOVERY (1982)
 FP0587
 FP0587'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0587'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 FP0587'AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK COULD NOT BE RECOVERED AND
 FP0587'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 FP0587'
 FP0587'REFERENCE MARK 4 IS AN ADOT DISK STAMPED---BEACON 54 B ECC RM 4
 FP0587'1982---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF
 FP0587'THE SAND HILL.
 FP0587'
 FP0587'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH FOR
 FP0587'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0587'ALONG U.S. 666 FOR 13.8 MILES TO MILE POST 354.6 AND THE STATION ON
 FP0587'THE SMALL HILL ON THE LEFT.  PARK BY AN OLD GATE AND PACK TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0582 ***********************************************************************
 FP0582  DESIGNATION -  BEACON 56 ECC
 FP0582  PID         -  FP0582
 FP0582  STATE/COUNTY-  AZ/APACHE
 FP0582  USGS QUAD   -  HIGH LONESOME WELL (1971)
 FP0582
 FP0582                         *CURRENT SURVEY CONTROL
 FP0582  ___________________________________________________________________
 FP0582* NAD 83(1992)-  35 01 54.88346(N)    109 03 08.58137(W)     ADJUSTED  
 FP0582* NAVD 88     -      2001.0    (meters)    6565.     (feet)  VERTCON   
 FP0582  ___________________________________________________________________
 FP0582  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FP0582  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 FP0582
 FP0582  HORZ ORDER  -  SECOND
 FP0582
 FP0582.The horizontal coordinates were established by classical geodetic methods
 FP0582.and adjusted by the National Geodetic Survey in August 1993..
 FP0582
 FP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0582
 FP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0582
 FP0582.The geoid height was determined by GEOID03.
 FP0582
 FP0582;                    North         East     Units Scale Factor Converg.
 FP0582;SPC AZ E     -   447,681.785   315,033.380   MT  1.00002736   +0 38 22.9
 FP0582;SPC AZ E     - 1,468,772.26  1,033,574.08   iFT  1.00002736   +0 38 22.9
 FP0582;SPC NM W     -   447,801.007   718,764.728   MT  1.00006911   -0 41 59.4
 FP0582;SPC NM W     - 1,469,160.47  2,358,147.28   sFT  1.00006911   -0 41 59.4
 FP0582;UTM  12      - 3,878,315.767   677,665.947   MT  0.99998904   +1 07 05.8
 FP0582
 FP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0582!SPC AZ E     -   0.99968955  x   1.00002736  =   0.99971690
 FP0582!SPC NM W     -   0.99968955  x   1.00006911  =   0.99975864
 FP0582!UTM  12      -   0.99968955  x   0.99998904  =   0.99967859
 FP0582
 FP0582:                Primary Azimuth Mark                     Grid Az
 FP0582:SPC AZ E     -  BEACON 56 ECC AZ MK                      158 12 36.9
 FP0582:SPC NM W     -  BEACON 56 ECC AZ MK                      159 32 59.2
 FP0582:UTM  12      -  BEACON 56 ECC AZ MK                      157 43 54.0
 FP0582
 FP0582|---------------------------------------------------------------------|
 FP0582| PID    Reference Object                     Distance      Geod. Az  |
 FP0582|                                                           dddmmss.s |
 FP0582| CD3978 BEACON 56 ECC AZ MK                                1585059.8 |
 FP0582| CD3979 BEACON 56 ECC RM 1                   17.543 METERS 20301     |
 FP0582| CD3980 BEACON 56 ECC RM 2                   12.830 METERS 28058     |
 FP0582|---------------------------------------------------------------------|
 FP0582
 FP0582                          SUPERSEDED SURVEY CONTROL
 FP0582
 FP0582  NAD 83(1986)-  35 01 54.87945(N)    109 03 08.57976(W) AD(       ) 2
 FP0582  NAD 27      -  35 01 54.76290(N)    109 03 06.27187(W) AD(       ) 2
 FP0582  NGVD 29 (07/19/86) 2000.0    (m)         6562.     (f) VERT ANG       
 FP0582
 FP0582.Superseded values are not recommended for survey control.
 FP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0582.See file dsdata.txt to determine how the superseded data were derived.
 FP0582
 FP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7766678316(NAD 83)
 FP0582_MARKER: DS = TRIANGULATION STATION DISK
 FP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0582
 FP0582  HISTORY     - Date     Condition        Report By
 FP0582  HISTORY     - 1936     MONUMENTED       CGS
 FP0582  HISTORY     - 1959     GOOD             CGS
 FP0582  HISTORY     - 1959     GOOD             CGS
 FP0582
 FP0582                          STATION DESCRIPTION
 FP0582
 FP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0582'ABOUT 1/4 MILE W OF THE INTERSECTION OF THE NORTHERN DIAGONAL
 FP0582'BOUNDARY LINE OF THE ZUNI INDIAN RESERVATION AND THE
 FP0582'ARIZONA-NEW MEXICO BOUNDARY LINE.
 FP0582'
 FP0582'SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE MARK NO. 2 ARE
 FP0582'STANDARD DISKS SET IN CONCRETE.
 FP0582'
 FP0582'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE
 FP0582'BASE SUPPORT FOR THE TOWER.  IT IS 3.7 FEET NE OF THE SOUTHWESTERN
 FP0582'LEG AND 17.543 METERS (57.56 FEET) FROM THE STATION S 23 DEG 01 MIN W.
 FP0582'
 FP0582'REFERENCE MARK NO. 2 IS ON A HILLSIDE AND 12.830 METERS (42.09
 FP0582'FEET) FROM THE STATION N 79 DEG 02 MIN W.
 FP0582'
 FP0582'AZIMUTH MARK IS 65 YARDS W OF THE STATE LINE, 25 FEET N OF
 FP0582'THE HIGHWAY, AND 0.8 MILE FROM THE STATION S 21 DEG 09 MIN E.
 FP0582'
 FP0582'TO REACH THE STATION FROM ZUNI GO 12 MILES SW ON STATE HIGHWAY
 FP0582'36 TO THE ARIZONA-NEW MEXIO BOUNDARY LINE, TURN RIGHT ONTO
 FP0582'SIDE ROAD AND GO 1.0 MILE TO THE AIRWAY BEACON.  THE STATION IS
 FP0582'25 FEET N OF THE NORTHEASTERN CORNER OF THE FENCE ENCLOSING THE
 FP0582'BEACON AND 16.755 METERS (54.97 FEET) FROM LOS
 FP0582'ANGELES-ALBUQUERQUE AIRWAY BEACON NO. 56 N 22 DEG 10 MIN E.
 FP0582
 FP0582                          STATION RECOVERY (1959)
 FP0582
 FP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0582'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION.
 FP0582'
 FP0582'TO REACH FROM THE POST OFFICE AT ZUNI, NEW MEXICO, GO SOUTH
 FP0582'WEST ON NEW MEXICO STATE HIGHWAY 53 FOR 12.2 MILES TO THE
 FP0582'ARIZONA-NEW MEXICO BOUNDARY.  GO NORTH ON THE GRADED ROAD
 FP0582'THAT IS 50-YARDS WEST OF THE STOCK GUARD AT THE BOUNDARY
 FP0582'FENCE, FOLLOW THIS OLD ROAD UP GRADE FOR 1.0 MILE TO THE END
 FP0582'OF THE ROAD AND THE CONCRETE BASE OF THE BEACON TOWER.  THE
 FP0582'STATION MARK IS 50-FEET EAST OF THE BASE OF THE TOWER.  THE
 FP0582'BEACON TOWER HAS BEEN REMOVED.
 FP0582
 FP0582                          STATION RECOVERY (1959)
 FP0582
 FP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JLC)
 FP0582'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FP0582'CONDITION.  THE AIRWAY BEACN HAS BEEN TORN DOWN AND THE AZIMUTH
 FP0582'MARK HAS PROBABLY BEEN DESTROYED IN THE RE-CONSTRUCTION OF
 FP0582'STATE HIGHWAY 61.
 FP0582'
 FP0582'THE STATION IS ON A SMALL JUNIPER COVERED HILL ABOUT 12 MILES
 FP0582'SOUTHWEST OF THE INDIAN SETTLEMENT OF ZUNI PUEBLO, 1 MILE NORTH OF
 FP0582'THE CENTER OF ARIZONA STATE HIGHWAY 61, AND ABOUT 1/2 MILE
 FP0582'WEST OF THE FENCE ALONG THE STATE LINE BETWEEN ARIZONA AND
 FP0582'NEW MEXICO.
 FP0582'
 FP0582'IT IS A STANDARD STATION MARK DISK STAMPED BEACON 56 1939
 FP0582'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 FP0582'
 FP0582'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE SOUTHWEST
 FP0582'1/4 OF THE CONCRETE BASE OF THE DISMANTLED AIRWAY BEACON AND
 FP0582'IS SOUTHWEST OF THE STATION.
 FP0582'
 FP0582'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN THE
 FP0582'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 FP0582'WEST OF THE STATION.
 FP0582'
 FP0582'TO REACH THE STATION FROM ZUNI PUEBLO, GO WEST ALONG NEW
 FP0582'MEXICO STATE HIGHWAYU 53 FOR 12 MILES TO THE ARIZONA - NEW
 FP0582'MEXICO STATE LINE FENCE AT A CATTLE GUARD.  GO NORTH UP
 FP0582'THE EAST SIDE OF THE FENCE FOR 1/4 MILE.  HERE, REMOVE STAPLES
 FP0582'FROM FENCE AND GO WEST FOR ABOUT 150 YARDS TO AN ABANDONED
 FP0582'ROAD.  TURN RIGHT AND FOLLOW ABANDONED ROAD FOR 3/4 MILE
 FP0582'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1262 ***********************************************************************
 DB1262  DESIGNATION -  BEACON OFFSET
 DB1262  PID         -  DB1262
 DB1262  STATE/COUNTY-  AZ/YUMA
 DB1262  USGS QUAD   -  LIGURTA (1965)
 DB1262
 DB1262                         *CURRENT SURVEY CONTROL
 DB1262  ___________________________________________________________________
 DB1262* NAD 83(1992)-  32 40 13.01856(N)    114 20 08.89440(W)     ADJUSTED  
 DB1262* NAVD 88     -       485.45   (+/-2cm)    1592.7    (feet)  VERTCON   
 DB1262  ___________________________________________________________________
 DB1262  EPOCH DATE  -        1991.35
 DB1262  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DB1262  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1262
 DB1262  HORZ ORDER  -  FIRST
 DB1262  VERT ORDER  -  THIRD ? (See Below)
 DB1262
 DB1262.The horizontal coordinates were established by classical geodetic methods
 DB1262.and adjusted by the National Geodetic Survey in June 1996..
 DB1262.The horizontal coordinates are valid at the epoch date displayed above.
 DB1262.The epoch date for horizontal control is a decimal equivalence
 DB1262.of Year/Month/Day.
 DB1262
 DB1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1262.The vertical order pertains to the NGVD 29 superseded value.
 DB1262
 DB1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1262
 DB1262.The geoid height was determined by GEOID03.
 DB1262
 DB1262;                    North         East     Units Scale Factor Converg.
 DB1262;SPC AZ W     -   185,346.871   158,415.278   MT  0.99997055   -0 18 58.4
 DB1262;SPC AZ W     -   608,093.41    519,735.16   iFT  0.99997055   -0 18 58.4
 DB1262;UTM  11      - 3,617,872.325   749,837.507   MT  1.00036974   +1 26 20.0
 DB1262
 DB1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1262!SPC AZ W     -   0.99992903  x   0.99997055  =   0.99989959
 DB1262!UTM  11      -   0.99992903  x   1.00036974  =   1.00029875
 DB1262
 DB1262|---------------------------------------------------------------------|
 DB1262| PID    Reference Object                     Distance      Geod. Az  |
 DB1262|                                                           dddmmss.s |
 DB1262| CE9750 BEACON OFFSET RM 1                   34.068 METERS 00848     |
 DB1262| CE9751 BEACON OFFSET RM 2                   30.459 METERS 15550     |
 DB1262| DB1263 BEACON 2                            411.809 METERS 3354305.2 |
 DB1262|---------------------------------------------------------------------|
 DB1262
 DB1262                          SUPERSEDED SURVEY CONTROL
 DB1262
 DB1262  NAD 83(1992)-  32 40 13.01836(N)    114 20 08.89431(W) AD(       ) 1
 DB1262  NAD 83(1986)-  32 40 13.02160(N)    114 20 08.90332(W) AD(       ) 1
 DB1262  NAD 27      -  32 40 12.85062(N)    114 20 06.11149(W) AD(       ) 1
 DB1262  NGVD 29 (07/19/86)  484.79   (m)         1590.5    (f) LEVELING    3  
 DB1262
 DB1262.Superseded values are not recommended for survey control.
 DB1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1262.See file dsdata.txt to determine how the superseded data were derived.
 DB1262
 DB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4983817872(NAD 83)
 DB1262_MARKER: DD = SURVEY DISK
 DB1262_SETTING: 66 = SET IN ROCK OUTCROP
 DB1262
 DB1262  HISTORY     - Date     Condition        Report By
 DB1262  HISTORY     - 1971     MONUMENTED       AMS
 DB1262
 DB1262                          STATION DESCRIPTION
 DB1262
 DB1262'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971 (WMS)
 DB1262'THE STATION IS LOCATED ABOUT 17 MILES EAST OF YUMA, 11.5 MILES
 DB1262'WEST OF WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE
 DB1262'HIGHWAY 8 AND ON A HIGH POINT OF THE HILL AND NEAR THE SOUTHEAST
 DB1262'END OF THE RIDGE.
 DB1262'
 DB1262'THE GEODIMETER DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 DB1262'
 DB1262'THE LINE BETWEEN REFERENCE MARKS 1 AND 2 IS OBSTRUCTED.
 DB1262'
 DB1262'TRIANGULATION STATION BEACON 2 CAN BE USED AS THE AZIMUTH MARK FOR
 DB1262'THIS STATION.  FOR THE ROUTE TO REACH AND THE DESCRIPTION OF THIS
 DB1262'MARK SEE THE DESCRIPTION FOR TRIANGULATION STATION BEACON 2 THEREOF.
 DB1262'
 DB1262'TO REACH THE STATION FROM THE WELLTON EXIT OVERPASS OF INTERSTATE
 DB1262'HIGHWAY 8 GO WESTERLY ON INTERSTATE HIGHWAY 8 FOR 13.7 MILES TO A
 DB1262'GRAVEL ROAD AND A PIPE FRAME WIRE GATE ON THE RIGHT.  TURN RIGHT
 DB1262'AND GO NORTH FOR 0.05 MILE TO THE GATE (LOCKED) IN THE NORTH
 DB1262'RIGHT-OF-WAY FENCE.  PASS THROUGH GATE AND GO NORTHERLY ON GRAVEL
 DB1262'ROAD TO BASE OF MOUNTAIN, THENCE CONCRETE SURFACE ROAD UP VERY
 DB1262'STEEP GRADE FOR 1.5 MILES TO SUMMIT OF RIDGE AND A CONCRETE BLOCK
 DB1262'BUILDING ON THE RIGHT, A CORRUGATED METAL BUILDING ON THE LEFT AND
 DB1262'THE STATION ON THE LEFT AS DESCRIBED.
 DB1262'
 DB1262'THE STATION MARK IS A STANDARD AMS DISK STAMPED BEACON OFFSET 1961,
 DB1262'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 43 FEET
 DB1262'NORTH OF THE ELECTRIC METER ON THE METAL BUILDING AND 3 FEET EAST OF
 DB1262'THE EDGE OF A CLIFF.
 DB1262'
 DB1262'REFERENCE MARK 1 IS A STANDARD AMS DISK STAMPED BEACON OFFSET RM NO
 DB1262'1 1961, CEMENTED VERTICALLY IN A DRILL HOLE IN THE FACE OF A
 DB1262'CLIFF.  IT IS 8 FEET EAST OF THE CENTER OF THE ROAD 4.5 FEET ABOVE
 DB1262'THE GROUND SURFACE AND ABOUT 4 FEET HIGHER THAN THE STATION.
 DB1262'
 DB1262'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON OFFSET RM NO
 DB1262'2 1961, CEMENTED VERTICALLY IN A DRILL HOLE IN THE FACE OF A
 DB1262'CLIFF.  IT IS 9.8 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DB1262'CONCRETE BLOCK BUILDING, ABOUT 6 FEET LOWER THAN THE STATION AND
 DB1262'3.5 FEET ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1261 ***********************************************************************
 DB1261  DESIGNATION -  BEACON RM 1
 DB1261  PID         -  DB1261
 DB1261  STATE/COUNTY-  AZ/YUMA
 DB1261  USGS QUAD   -  LIGURTA (1965)
 DB1261
 DB1261                         *CURRENT SURVEY CONTROL
 DB1261  ___________________________________________________________________
 DB1261* NAD 83(1992)-  32 40 20.46081(N)    114 20 09.64907(W)     ADJUSTED  
 DB1261* NAVD 88     -       493.8    (meters)    1620.     (feet)  VERTCON   
 DB1261  ___________________________________________________________________
 DB1261  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DB1261  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1261
 DB1261  HORZ ORDER  -  SECOND
 DB1261
 DB1261.The horizontal coordinates were established by classical geodetic methods
 DB1261.and adjusted by the National Geodetic Survey in August 1993..
 DB1261
 DB1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1261
 DB1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1261
 DB1261.The geoid height was determined by GEOID03.
 DB1261
 DB1261;                    North         East     Units Scale Factor Converg.
 DB1261;SPC AZ W     -   185,576.229   158,396.882   MT  0.99997057   -0 18 58.9
 DB1261;SPC AZ W     -   608,845.90    519,674.81   iFT  0.99997057   -0 18 58.9
 DB1261;UTM  11      - 3,618,101.104   749,812.084   MT  1.00036959   +1 26 19.9
 DB1261
 DB1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1261!SPC AZ W     -   0.99992773  x   0.99997057  =   0.99989830
 DB1261!UTM  11      -   0.99992773  x   1.00036959  =   1.00029729
 DB1261
 DB1261                          SUPERSEDED SURVEY CONTROL
 DB1261
 DB1261  NAD 83(1986)-  32 40 20.46390(N)    114 20 09.65804(W) AD(       ) 2
 DB1261  NAD 27      -  32 40 20.29344(N)    114 20 06.86616(W) AD(       ) 2
 DB1261  NGVD 29 (07/19/86)  493.1    (m)         1618.     (f) VERT ANG       
 DB1261
 DB1261.Superseded values are not recommended for survey control.
 DB1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1261.See file dsdata.txt to determine how the superseded data were derived.
 DB1261
 DB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4981218101(NAD 83)
 DB1261_MARKER: DD = SURVEY DISK
 DB1261_SETTING: 80 = SET IN A BOULDER
 DB1261_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DB1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1261+STABILITY: SURFACE MOTION
 DB1261
 DB1261  HISTORY     - Date     Condition        Report By
 DB1261  HISTORY     - 1971     MONUMENTED       AMS
 DB1261
 DB1261                          STATION DESCRIPTION
 DB1261
 DB1261'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971
 DB1261'TO REACH STATION BEACON USE FROM THE INTERSECTION OF STATE ROUTE 95
 DB1261'AND THE MAIN ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO
 DB1261'SOUTHWEST AND WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95
 DB1261'AND ARABY ROAD, TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES
 DB1261'TO THE INTERSECTION OF US ROUTE 80, TURN LEFT AND GO EAST ON ROUTE
 DB1261'80 FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT
 DB1261'OF TELEGRAPH PASS, TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 DB1261'0.5 MILE TO A LOCKED GATE, (THE KEYS TO THE GATE MAYBE OBTAINED
 DB1261'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1261'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1261'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1261'EAST OF THE ROAD AND AN ALUMINUM MICROWAVE TOWER ON TOP OF THE
 DB1261'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A HIGHER
 DB1261'PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1261'
 DB1261'THE MARK IS A CORPS OF ENGINEER DISK CEMENTED IN A DRILL HOLE IN A
 DB1261'LARGE OUTCROPPING BOULDER AND IS ABOUT 5 FT HIGHER THAN THE STATION
 DB1261'MARK AND IS S-SW OF THE STATION MARK.  THE DISK IS STAMPED BEACON RM
 DB1261'NO. 1 ARMY MAP SERVICE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1260 ***********************************************************************
 DB1260  DESIGNATION -  BEACON RM 2
 DB1260  PID         -  DB1260
 DB1260  STATE/COUNTY-  AZ/YUMA
 DB1260  USGS QUAD   -  LIGURTA (1965)
 DB1260
 DB1260                         *CURRENT SURVEY CONTROL
 DB1260  ___________________________________________________________________
 DB1260* NAD 83(1992)-  32 40 21.33038(N)    114 20 09.87915(W)     ADJUSTED  
 DB1260* NAVD 88     -       493.4    (meters)    1619.     (feet)  VERTCON   
 DB1260  ___________________________________________________________________
 DB1260  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1260  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1260
 DB1260  HORZ ORDER  -  SECOND
 DB1260
 DB1260.The horizontal coordinates were established by classical geodetic methods
 DB1260.and adjusted by the National Geodetic Survey in August 1993..
 DB1260
 DB1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1260
 DB1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1260
 DB1260.The geoid height was determined by GEOID03.
 DB1260
 DB1260;                    North         East     Units Scale Factor Converg.
 DB1260;SPC AZ W     -   185,603.048   158,391.035   MT  0.99997058   -0 18 59.0
 DB1260;SPC AZ W     -   608,933.88    519,655.63   iFT  0.99997058   -0 18 59.0
 DB1260;UTM  11      - 3,618,127.742   749,805.416   MT  1.00036955   +1 26 19.8
 DB1260
 DB1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1260!SPC AZ W     -   0.99992779  x   0.99997058  =   0.99989837
 DB1260!UTM  11      -   0.99992779  x   1.00036955  =   1.00029732
 DB1260
 DB1260                          SUPERSEDED SURVEY CONTROL
 DB1260
 DB1260  NAD 83(1986)-  32 40 21.33342(N)    114 20 09.88805(W) AD(       ) 2
 DB1260  NAD 27      -  32 40 21.16624(N)    114 20 07.10079(W) AD(       ) 2
 DB1260  NGVD 29 (07/19/86)  492.7    (m)         1616.     (f) VERT ANG       
 DB1260
 DB1260.Superseded values are not recommended for survey control.
 DB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1260.See file dsdata.txt to determine how the superseded data were derived.
 DB1260
 DB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4980518128(NAD 83)
 DB1260_MARKER: DD = SURVEY DISK
 DB1260_SETTING: 66 = SET IN ROCK OUTCROP
 DB1260_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 DB1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1260+STABILITY: POSITION/ELEVATION WELL
 DB1260
 DB1260  HISTORY     - Date     Condition        Report By
 DB1260  HISTORY     - 1971     MONUMENTED       AMS
 DB1260
 DB1260                          STATION DESCRIPTION
 DB1260
 DB1260'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971
 DB1260'TO REACH STATION BEACON USE FROM THE INTERSECTION OF STATE ROUTE 95
 DB1260'AND THE MAIN ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO
 DB1260'SOUTHWEST AND WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95
 DB1260'AND ARABY ROAD, TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES
 DB1260'TO THE INTERSECTION OF US ROUTE 80, TURN LEFT AND GO EAST ON ROUTE
 DB1260'80 FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT
 DB1260'OF TELEGRAPH PASS, TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 DB1260'0.5 MILE TO A LOCKED GATE, (THE KEYS TO THE GATE MAYBE OBTAINED
 DB1260'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1260'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1260'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1260'EAST OF THE ROAD AND AN ALUMINUM MICROWAVE TOWER ON TOP OF THE
 DB1260'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A HIGHER
 DB1260'PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1260'
 DB1260'THE MARK IS A CORPS OF ENGINEER DISK CEMENTED IN A DRILL HOLE IN A
 DB1260'ROCK LEDGE ABOUT FIVE FEET HIGHER THAN THE STATION AND IS NORTHWEST
 DB1260'OF THE STATION.  THE DISK IS STAMPED BEACON RM NO. 2 ARMY MAP
 DB1260'SERVICE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0580 ***********************************************************************
 FQ0580  DESIGNATION -  BEADS
 FQ0580  PID         -  FQ0580
 FQ0580  STATE/COUNTY-  AZ/COCONINO
 FQ0580  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0580
 FQ0580                         *CURRENT SURVEY CONTROL
 FQ0580  ___________________________________________________________________
 FQ0580* NAD 83(1992)-  35 51 18.56854(N)    111 26 07.20832(W)     ADJUSTED  
 FQ0580* NAVD 88     -      1358.7    (meters)    4458.     (feet)  VERTCON   
 FQ0580  ___________________________________________________________________
 FQ0580  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 FQ0580  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0580
 FQ0580  HORZ ORDER  -  SECOND
 FQ0580
 FQ0580.The horizontal coordinates were established by classical geodetic methods
 FQ0580.and adjusted by the National Geodetic Survey in August 1993..
 FQ0580
 FQ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0580
 FQ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0580
 FQ0580.The geoid height was determined by GEOID03.
 FQ0580
 FQ0580;                    North         East     Units Scale Factor Converg.
 FQ0580;SPC AZ C     -   538,550.121   256,833.614   MT  0.99992328   +0 16 55.0
 FQ0580;SPC AZ C     - 1,766,896.72    842,629.97   iFT  0.99992328   +0 16 55.0
 FQ0580;UTM  12      - 3,967,971.014   460,692.492   MT  0.99961904   -0 15 18.0
 FQ0580
 FQ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0580!SPC AZ C     -   0.99979057  x   0.99992328  =   0.99971387
 FQ0580!UTM  12      -   0.99979057  x   0.99961904  =   0.99940969
 FQ0580
 FQ0580:                Primary Azimuth Mark                     Grid Az
 FQ0580:SPC AZ C     -  AIRPORT                                  045 48 53.6
 FQ0580:UTM  12      -  AIRPORT                                  046 21 06.6
 FQ0580
 FQ0580|---------------------------------------------------------------------|
 FQ0580| PID    Reference Object                     Distance      Geod. Az  |
 FQ0580|                                                           dddmmss.s |
 FQ0580| FQ0589 AIRPORT                             APPROX. 6.1 KM 0460548.6 |
 FQ0580| CH2693 BEADS RM 1                           11.553 METERS 10005     |
 FQ0580| CH2694 BEADS RM 2                           11.656 METERS 28005     |
 FQ0580|---------------------------------------------------------------------|
 FQ0580
 FQ0580                          SUPERSEDED SURVEY CONTROL
 FQ0580
 FQ0580  NAD 83(1986)-  35 51 18.56949(N)    111 26 07.20479(W) AD(       ) 2
 FQ0580  NAD 27      -  35 51 18.58553(N)    111 26 04.69444(W) AD(       ) 2
 FQ0580  NGVD 29 (07/19/86) 1357.8    (m)         4455.     (f) VERT ANG       
 FQ0580
 FQ0580.Superseded values are not recommended for survey control.
 FQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0580.See file dsdata.txt to determine how the superseded data were derived.
 FQ0580
 FQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6069267971(NAD 83)
 FQ0580_MARKER: DD = SURVEY DISK
 FQ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0580
 FQ0580  HISTORY     - Date     Condition        Report By
 FQ0580  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0580
 FQ0580                          STATION DESCRIPTION
 FQ0580
 FQ0580'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0580'THE STATION IS ABOUT 1.8 MILES WEST SOUTHWEST OF CAMERON, 0.6 MILE
 FQ0580'WEST OF JUNCTION U.S. HWY. 89 AND ARIZONA HWY. 64, AND ON THE
 FQ0580'SOUTH SIDE OF HWY. 64 ON THE NORTH SLOPE OF A SMALL ROCK KNOB.
 FQ0580'
 FQ0580'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BEADS 1977 AND
 FQ0580'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  STATION IS 250
 FQ0580'FT. SOUTH OF HWY. 64 CENTERLINE ON THE NORTH SLOPE OF A ROCKY KNOB
 FQ0580'MARKED WITH A WITNESS SIGN AND POST 3.5 FEET TO THE SOUTH.
 FQ0580'
 FQ0580'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED BEADS RM
 FQ0580'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0580'
 FQ0580'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED BEADS RM
 FQ0580'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0580'
 FQ0580'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0580'FOR 1 MILE TO JUNCTION OF U.S. HWY. 89 AND ARIZONA HWY. 64, TRAVEL
 FQ0580'WEST ON HWY. 64 FOR ABOUT 0.6 MILE TO MILE POST 295.33 AND THE
 FQ0580'STATION ON THE LEFT, SOUTH.
 FQ0580'
 FQ0580'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1244 ***********************************************************************
 CY1244  DESIGNATION -  BEAR
 CY1244  PID         -  CY1244
 CY1244  STATE/COUNTY-  AZ/GRAHAM
 CY1244  USGS QUAD   -  SHINGLE MILL MOUNTAIN (1985)
 CY1244
 CY1244                         *CURRENT SURVEY CONTROL
 CY1244  ___________________________________________________________________
 CY1244* NAD 83(1992)-  32 50 41.10749(N)    109 57 30.63106(W)     ADJUSTED  
 CY1244* NAVD 88     -      1056.9    (meters)    3468.     (feet)  VERTCON   
 CY1244  ___________________________________________________________________
 CY1244  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CY1244  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1244
 CY1244  HORZ ORDER  -  FIRST
 CY1244
 CY1244.The horizontal coordinates were established by classical geodetic methods
 CY1244.and adjusted by the National Geodetic Survey in August 1993..
 CY1244
 CY1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1244
 CY1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1244
 CY1244.The geoid height was determined by GEOID03.
 CY1244
 CY1244;                    North         East     Units Scale Factor Converg.
 CY1244;SPC AZ E     -   204,554.989   232,845.104   MT  0.99990468   +0 06 46.4
 CY1244;SPC AZ E     -   671,112.17    763,927.51   iFT  0.99990468   +0 06 46.4
 CY1244;UTM  12      - 3,634,556.831   597,464.044   MT  0.99971713   +0 33 53.7
 CY1244
 CY1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1244!SPC AZ E     -   0.99983833  x   0.99990468  =   0.99974303
 CY1244!UTM  12      -   0.99983833  x   0.99971713  =   0.99955551
 CY1244
 CY1244|---------------------------------------------------------------------|
 CY1244| PID    Reference Object                     Distance      Geod. Az  |
 CY1244|                                                           dddmmss.s |
 CY1244| CC6045 BEAR RM 1                             7.945 METERS 03101     |
 CY1244| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.15.2 KM 1671312.2 |
 CY1244| CC6044 BEAR AZ MK                                         1851034.3 |
 CY1244| CC6046 BEAR RM 2                             4.667 METERS 28600     |
 CY1244|---------------------------------------------------------------------|
 CY1244
 CY1244                          SUPERSEDED SURVEY CONTROL
 CY1244
 CY1244  NAD 83(1986)-  32 50 41.10322(N)    109 57 30.63171(W) AD(       ) 1
 CY1244  NAD 27      -  32 50 40.86400(N)    109 57 28.33500(W) AD(       ) 1
 CY1244  NGVD 29 (07/19/86) 1056.2    (m)         3465.     (f) VERT ANG       
 CY1244
 CY1244.Superseded values are not recommended for survey control.
 CY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1244.See file dsdata.txt to determine how the superseded data were derived.
 CY1244
 CY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9746434557(NAD 83)
 CY1244_MARKER: DS = TRIANGULATION STATION DISK
 CY1244_SETTING: 66 = SET IN ROCK OUTCROP
 CY1244_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1244+STABILITY: POSITION/ELEVATION WELL
 CY1244
 CY1244  HISTORY     - Date     Condition        Report By
 CY1244  HISTORY     - 1945     MONUMENTED       USSES
 CY1244  HISTORY     - 1946     GOOD             CGS
 CY1244  HISTORY     - 1967     GOOD             AMS
 CY1244  HISTORY     - 1985     GOOD             AZDT
 CY1244
 CY1244                          STATION DESCRIPTION
 CY1244
 CY1244'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1244'6-1/2 MILES AIRLINE WSW OF PIMA, 14-1/2 MILES AIRLINE W OF
 CY1244'SAFFORD, ON HIGHEST POINT OF LOW BUT PROMINENT SANDSTONE KNOLL
 CY1244'LOCALLY KNOWN AS BEAR SPRINGS KNOLL ON THE SE EDGE OF BEAR
 CY1244'SPRINGS FLAT.
 CY1244'
 CY1244'TO REACH THE STATION FROM THE PIMA FIRE DEPARTMENT, GO EAST
 CY1244'ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A FORK.  HERE THE PAVED
 CY1244'ROAD TURNS TO THE RIGHT.  TAKE THE LEFT FORK STRAIGHT AHEAD
 CY1244'ACROSS THE RAILROAD TRACKS, A GRAVEL ROAD, FOR 0.7 MILE TO
 CY1244'A FORK.  HERE TURN LEFT AND GO 0.3 MILE TO A FORK AND SIGN
 CY1244'READING TRIPP CANYON CCC SIDE CAMP.  FOLLOWING THE SIGN, TURN
 CY1244'RIGHT AND GO 0.3 MILE TO A FORK JUST BEYOND A CATTLE GUARD.
 CY1244'HERE TURN LEFT AND GO 5 MILES TO A FORK AND SIGN ON THE LEFT
 CY1244'READING TRIPP CANYON 13 CCC SIDE CAMP.  CONTINUE STRAIGHT
 CY1244'AHEAD FOR 1.2 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 CY1244'FOR 1 MILE TO A ROAD RIGHT.  CONTINUE 0.5 MILE STRAIGHT
 CY1244'AHEAD TO THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS 0.2
 CY1244'MILE BEYOND THIS POINT ON THE SAME ROAD.
 CY1244'
 CY1244'THE STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE
 CY1244'TRIANGULATION DISK, STAMPED BEAR 1935, AND SET IN A CIRCULAR
 CY1244'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CY1244'IT IS ON THE HIGHEST POINT OF THE KNOLL.
 CY1244'
 CY1244'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BEAR
 CY1244'USSES NO 1 1945, AND AFFIXED TO THE TOP OF AN IRON PIPE PROJECTING
 CY1244'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 INCHES LOWER
 CY1244'THAN THE STATION.  THE MARK IS NE OF THE STATION.
 CY1244'
 CY1244'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BEAR USSES
 CY1244'NO 2 1945, AND AFFIXED TO THE TOP OF AN IRON PIPE PROJECTING
 CY1244'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 INCHES LOWER THAN
 CY1244'THE STATION.  THE MARK IS WNW OF THE STATION.
 CY1244'
 CY1244'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BEAR USSES
 CY1244'1945, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1244'1 INCH ABOVE THE GROUND.  IT IS 2 FEET SSE OF THE FENCE, 35 FEET
 CY1244'NNW OF THE CENTER OF THE ROAD, AND 12-1/2 FEET E OF THE WITNESS
 CY1244'POST.  THE MARK IS S OF THE STATION.
 CY1244'
 CY1244'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1244
 CY1244                          STATION RECOVERY (1946)
 CY1244
 CY1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1244'THE STATION IS 6-1/2 MILES, AIRLINE, WSW OF PIMA, 14-1/2 MILES,
 CY1244'AIRLINE, W OF SAFFORD, AND ON THE HIGHEST POINT OF A LOW BUT
 CY1244'PROMINENT SANDSTONE KNOLL WHICH IS LOCALLY KNOWN AS BEAR SPRINGS
 CY1244'KNOLL.  THIS KNOLL IS LOCATED AT THE SE EDGE OF BEAR SPRINGS
 CY1244'FLAT.
 CY1244'
 CY1244'TO REACH FROM THE PIMA FIRE DEPARTMENT, GO W ON U.S. HIGHWAY 70
 CY1244'FOR 0.9 MILE TO A FORK.  HERE THE PAVED ROAD TURNS RIGHT.
 CY1244'TAKE THE LEFT FORK STRAIGHT AHEAD ACROSS THE RAILROAD TRACKS
 CY1244'FOR 0.7 MILE TO A T-INTERSECTION.  HERE TURN LEFT AND GO 0.3
 CY1244'MILE TO A FORK AND SIGN READING TRIPP CANYON CCC SIDE CAMP.
 CY1244'FOLLOWING THE SIGN, TURN RIGHT AND GO 0.3 MILE TO A FORK JUST
 CY1244'BEYOND A CATTLE GUARD.  HERE KEEP TO THE MAIN TRAVELED ROAD OR
 CY1244'LEFT AND GO 5 MILES TO A SIDE ROAD TO THE LEFT.  CONTINUE
 CY1244'STRAIGHT AHEAD AND GO 1.2 MILES TO A ROAD RIGHT.  CONTINUE
 CY1244'STRAIGHT AHEAD FOR 1 MILE TO A ROAD TO THE RIGHT.  CONTINUE
 CY1244'0.5 MILE TO THE END OF TRUCK TRAVEL ON THE MAIN TRAVELED ROAD.
 CY1244'FROM HERE PACK NW ACROSS THE FLAT AND THEN PACK N DOWN INTO
 CY1244'THE WASH AND THEN UP TO THE HIGHEST POINT AND THE
 CY1244'STATION.  THE AZIMUTH MARK IS 0.2 MILE BEYOND THE END OF
 CY1244'TRUCK TRAVEL ON THE MAIN ROAD.
 CY1244'
 CY1244'THE MARKS WERE ALL RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CY1244'DESCRIBED.
 CY1244
 CY1244                          STATION RECOVERY (1967)
 CY1244
 CY1244'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1244'STATION IS LOCATED APPROXIMATELY 8.5 AIRMILES (SW) OF PIMA AND
 CY1244'APPROXIMATELY 11.5 AIRMILES (W) OF THATCHER.
 CY1244'
 CY1244'TO REACH FROM THE POST OFFICE IN PIMA GO (W) ON U.S. HWY
 CY1244'70 FOR 0.8 MILE TO A ROAD LEFT, TURN LEFT (W) AND CROSS OVER
 CY1244'RR TRACKS, PROCEED FOR 0.7 MILE TO A T INTERSECTION, TURN LEFT
 CY1244'(SW) AND GO 0.35 MILE TO A 4-WAY INTERSECTION AND SIGN TRIPP
 CY1244'CANYON, TAYLOR CANYON, TURKEY SPRING, RIGHT TURN RIGHT (WSW) AND
 CY1244'GO 0.2 MILE TO A CATTLE GUARD AND Y INTERSECTION, TAKE THE LEFT
 CY1244'FORK (SW) AND GO 1 MILE TO A TV MICROWAVE REPEATER STATION
 CY1244'ON THE RIGHT (N) SIDE OF ROAD, CONTINUE ON 0.8 MILE TO A
 CY1244'CATTLE GUARD PROCEED STRAIGHT FOR 1.6 MILES TO AN AVIATION AID
 CY1244'STATION LOCATED ON THE LEFT (S) SIDE OF THE ROAD, PROCEED
 CY1244'STRAIGHT FOR 1.9 MILES TO A ROAD LEFT AND SIGN TAYLOR CANYON
 CY1244'LEFT, TRIPP CANYON AND TURKEY SPRINGS - STRAIGHT, CONTINUE
 CY1244'ON STRAIGHT (WSW) 2.8 MILES TO A SLIGHT CURVE LEFT JUST BEFORE
 CY1244'DROPPING INTO A LOW SPOT.  THIS IS THE END OF TRUCK TRAVEL
 CY1244'AND STATION CAN BE SEEN FROM HERE.  IT IS APPROX. 250 YDS
 CY1244'(NNW) ON A SANDY KNOLL.  PACK TO THE EDGE OF THE MESA
 CY1244'TOWARDS THE STATION.  PACK DOWN INTO THE WASH AND UP THE (S)
 CY1244'SIDE OF THE KNOLL, 20 MINUTES WITH A HEAVY LOAD.  TO REACH THE
 CY1244'AZIMUTH MARK CONTINUE STRAIGHT ON THE ROAD FROM THE END OF
 CY1244'TRUCK TRAVEL FOR THE STATION FOR 0.15 MILE AND IS ON
 CY1244'THE RIGHT (NNW) SIDE OF THE ROAD.  IT IS MARKED BY A U.S.
 CY1244'SOIL EROSION SERVICE DISK.
 CY1244'
 CY1244'REFERENCE MARKS 1 AND 2 RECOVERED.  R.M. 1 IS (NE) ON A MAG AZ
 CY1244'OF 30 DEG AT A DISTANCE OF 26.05 FT AND A DE OF -0.5 FEET.
 CY1244'
 CY1244'REFERENCE MARK 2 IS (W) ON A MAG AZ OF 290 DEG AT A DISTANCE OF
 CY1244'15.30 FT AND A DE OF -0.2 FEET.
 CY1244'
 CY1244'THE AZIMUTH MARK IS (SE) OF STATION ON MAG AZ OF 140 DEG, 25
 CY1244'FT (NNW) OF E OF ROAD AND 2.7 FT (SSE) OF FENCE LINE.
 CY1244'
 CY1244'THE CONDITION OF ALL MARKS IS GOOD.  VIEW GOOD IN ALL DIRECTIONS
 CY1244'EXCEPT FROM 110 DEG -240 DEG (MAG AZ) WHICH IS A MOUNTAIN RANGE
 CY1244'APPROXIMATELY 4-10 MILES DISTANCE.
 CY1244
 CY1244                          STATION RECOVERY (1985)
 CY1244
 CY1244'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1244'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARKS WERE RECOVERED
 CY1244'AND FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  A NEW ROUTE TO
 CY1244'THE STATION FOLLOWS.
 CY1244'
 CY1244'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY1244'ALONG U.S. HIGHWAY 70 FOR 1.0 MILE TO TRIP CANYON ROAD.  TURN LEFT AND
 CY1244'TRAVEL SOUTH FOR 0.25 MILE TO A CROSS ROAD.  TURN RIGHT AND CONTINUE
 CY1244'SOUTHWEST ALONG THE MAIN TRAVELED ROAD FOR 8.5 MILES TO END OF TRUCK
 CY1244'TRAVEL.  PACK NORTHWEST ACROSS FLAT TO A DEEP WASH  CROSS THE WASH AND
 CY1244'PACK TO THE TOP OF A HIGH KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0716 ***********************************************************************
 DT0716  DESIGNATION -  BEAR
 DT0716  PID         -  DT0716
 DT0716  STATE/COUNTY-  AZ/APACHE
 DT0716  USGS QUAD   -  ALPINE (1991)
 DT0716
 DT0716                         *CURRENT SURVEY CONTROL
 DT0716  ___________________________________________________________________
 DT0716* NAD 83(1992)-  33 49 15.52067(N)    109 09 40.52350(W)     ADJUSTED  
 DT0716* NAVD 88     -      2807.6    (meters)    9211.     (feet)  VERTCON   
 DT0716  ___________________________________________________________________
 DT0716  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DT0716  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0716
 DT0716  HORZ ORDER  -  SECOND
 DT0716
 DT0716.The horizontal coordinates were established by classical geodetic methods
 DT0716.and adjusted by the National Geodetic Survey in August 1993..
 DT0716
 DT0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0716
 DT0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0716
 DT0716.The geoid height was determined by GEOID03.
 DT0716
 DT0716;                    North         East     Units Scale Factor Converg.
 DT0716;SPC AZ E     -   313,253.119   306,431.524   MT  1.00000675   +0 33 34.7
 DT0716;SPC AZ E     - 1,027,733.33  1,005,352.77   iFT  1.00000675   +0 33 34.7
 DT0716;UTM  12      - 3,743,826.805   670,170.560   MT  0.99995700   +1 01 25.3
 DT0716
 DT0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0716!SPC AZ E     -   0.99956296  x   1.00000675  =   0.99956970
 DT0716!UTM  12      -   0.99956296  x   0.99995700  =   0.99951998
 DT0716
 DT0716:                Primary Azimuth Mark                     Grid Az
 DT0716:SPC AZ E     -  TUTT                                     197 57 30.9
 DT0716:UTM  12      -  TUTT                                     197 29 40.3
 DT0716
 DT0716|---------------------------------------------------------------------|
 DT0716| PID    Reference Object                     Distance      Geod. Az  |
 DT0716|                                                           dddmmss.s |
 DT0716| DT0727 TUTT                                APPROX.12.0 KM 1983105.6 |
 DT0716| CD1563 BEAR RM 1                             8.375 METERS 21150     |
 DT0716| CD1564 BEAR RM 2                             5.441 METERS 30738     |
 DT0716|---------------------------------------------------------------------|
 DT0716
 DT0716                          SUPERSEDED SURVEY CONTROL
 DT0716
 DT0716  NAD 83(1986)-  33 49 15.51942(N)    109 09 40.52554(W) AD(       ) 2
 DT0716  NAD 27      -  33 49 15.33152(N)    109 09 38.24767(W) AD(       ) 2
 DT0716  NGVD 29 (07/19/86) 2806.5    (m)         9208.     (f) VERT ANG       
 DT0716
 DT0716.Superseded values are not recommended for survey control.
 DT0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0716.See file dsdata.txt to determine how the superseded data were derived.
 DT0716
 DT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7017143827(NAD 83)
 DT0716_MARKER: DD = SURVEY DISK
 DT0716_SETTING: 66 = SET IN ROCK OUTCROP
 DT0716_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0716+STABILITY: POSITION/ELEVATION WELL
 DT0716
 DT0716  HISTORY     - Date     Condition        Report By
 DT0716  HISTORY     - 1978     MONUMENTED       AZDT
 DT0716
 DT0716                          STATION DESCRIPTION
 DT0716
 DT0716'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0716'THE STATION IS ABOUT 1.75 MILES SOUTHWEST OF ALPINE AND 0.5 MILE
 DT0716'WEST OF U.S. HWY. 666 ON THE CENTER ROCKY OUTCROP OF THREE
 DT0716'OUTCROPS ON A HIGH PROMINENT RIDGE THAT SLOPES SOUTHEAST.
 DT0716'
 DT0716'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BEAR 1978 AND IS
 DT0716'EPOXIED IN A DRILL HOLE IN A ROCK, MARKED WITH A WITNESS POST
 DT0716'AND SIGN 4 FEET TO THE WEST.
 DT0716'
 DT0716'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BEAR RM 1
 DT0716'1978 AND IS EPOXIED TO A ROCK.
 DT0716'
 DT0716'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BEAR RM 2
 DT0716'1978 AND IS EPOXIED TO A ROCK.
 DT0716'
 DT0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180 AND 666
 DT0716'IN ALPINE, TRAVEL SOUTH ON HWY. 666 FOR 2.35 MILES TO MILE POST
 DT0716'251.45 AND A LARGE TRUCK PULL-OUT AREA ON THE LEFT, PARK HERE
 DT0716'AND PACK UP STEEP RIDGE TO THE RIGHT (WEST) TO BASE OF FIRST ROCK
 DT0716'OUTCROP ON THE SLOPE OF THE RIDGE, PASS UNDER AND TO THE RIGHT OF
 DT0716'THE OUTCROP TO THE BACK BONE OF THE RIDGE, CONTINUE ABOUT 500
 DT0716'FEET UP THE THICKLY BRUSH OAK INFESTED RIDGE TO A SECOND ROCK
 DT0716'OUTCROP THAT PROTRUDES TO THE EAST AND TO THE STATION.  A 1
 DT0716'HOUR AND 15 MINUTE PACK TO STATION.
 DT0716'
 DT0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0500 ***********************************************************************
 GO0500  DESIGNATION -  BEAR
 GO0500  PID         -  GO0500
 GO0500  STATE/COUNTY-  AZ/APACHE
 GO0500  USGS QUAD   -  TSAILE BUTTE (1982)
 GO0500
 GO0500                         *CURRENT SURVEY CONTROL
 GO0500  ___________________________________________________________________
 GO0500* NAD 83(1992)-  36 18 15.33835(N)    109 03 25.93117(W)     ADJUSTED  
 GO0500* NAVD 88     -      2865.2    (meters)    9400.     (feet)  VERTCON   
 GO0500  ___________________________________________________________________
 GO0500  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GO0500  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 GO0500
 GO0500  HORZ ORDER  -  THIRD
 GO0500
 GO0500.The horizontal coordinates were established by classical geodetic methods
 GO0500.and adjusted by the National Geodetic Survey in August 1993..
 GO0500
 GO0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0500
 GO0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0500
 GO0500.The geoid height was determined by GEOID03.
 GO0500
 GO0500;                    North         East     Units Scale Factor Converg.
 GO0500;SPC AZ E     -   588,842.045   312,999.575   MT  1.00002229   +0 39 25.0
 GO0500;SPC AZ E     - 1,931,896.47  1,026,901.49   iFT  1.00002229   +0 39 25.0
 GO0500;SPC NM W     -   588,975.756   720,083.461   MT  1.00006548   -0 43 28.9
 GO0500;SPC NM W     - 1,932,331.29  2,362,473.82   sFT  1.00006548   -0 43 28.9
 GO0500;UTM  12      - 4,019,447.642   674,434.673   MT  0.99997491   +1 09 02.0
 GO0500
 GO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0500!SPC AZ E     -   0.99955357  x   1.00002229  =   0.99957585
 GO0500!SPC NM W     -   0.99955357  x   1.00006548  =   0.99961902
 GO0500!UTM  12      -   0.99955357  x   0.99997491  =   0.99952849
 GO0500
 GO0500:                Primary Azimuth Mark                     Grid Az
 GO0500:SPC AZ E     -  SAM ET                                   179 57 21.0
 GO0500:SPC NM W     -  SAM ET                                   181 20 14.9
 GO0500:UTM  12      -  SAM ET                                   179 27 44.0
 GO0500
 GO0500|---------------------------------------------------------------------|
 GO0500| PID    Reference Object                     Distance      Geod. Az  |
 GO0500|                                                           dddmmss.s |
 GO0500| GO0503 SAM ET                              APPROX.22.0 KM 1803646.0 |
 GO0500|---------------------------------------------------------------------|
 GO0500
 GO0500                          SUPERSEDED SURVEY CONTROL
 GO0500
 GO0500  NAD 83(1986)-  36 18 15.34836(N)    109 03 25.92891(W) AD(       ) 3
 GO0500  NAD 27      -  36 18 15.33577(N)    109 03 23.57629(W) AD(       ) 3
 GO0500  NGVD 29 (07/19/86) 2863.9    (m)         9396.     (f) VERT ANG       
 GO0500
 GO0500.Superseded values are not recommended for survey control.
 GO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0500.See file dsdata.txt to determine how the superseded data were derived.
 GO0500
 GO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7443519448(NAD 83)
 GO0500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0500_SETTING: 80 = SET IN A BOULDER
 GO0500_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0500+STABILITY: SURFACE MOTION
 GO0500
 GO0500  HISTORY     - Date     Condition        Report By
 GO0500  HISTORY     - 1955     MONUMENTED       USGS
 GO0500  HISTORY     - 1955     GOOD             USGS
 GO0500
 GO0500                          STATION DESCRIPTION
 GO0500
 GO0500'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0500'LOCATED ABOUT 10 MI. N. AND 28 MI. E. OF CHINLE, ON SMALL ROUND TOP
 GO0500'ON SE. SIDE OF HILL IN BOULDER OUTCROP.
 GO0500'
 GO0500'TO REACH FROM CHINLE POST OFFICE, DRIVE N. 0.1 MI., TURN RIGHT 0.5
 GO0500'MI. TO GARCIAS TRADING POST, CONTINUE N. 0.3 MI. ON SOUTH RIM ROAD,
 GO0500'TURN LEFT AND CROSS CHINLE WASH AND DRIVE 27.0 MI. TO FORT
 GO0500'DEFIANCE-LUKACHUKAI ROAD, TAKE LEFT FORK 4.9 MI. TO KENNEDYS TRADING
 GO0500'POST AT LUKACHUKAI, TAKE RIGHT FORK (RED ROCK ROAD) FOR 10.2 MI. TO
 GO0500'SIGN READING --ROOF BUTTE L O--, TAKE RIGHT FORK 1.1 MI., TAKE LEFT
 GO0500'FORK 1.4 MI., TAKE RIGHT FORK 1.7 MI., TAKE LEFT FORK 0.9 MI., TAKE
 GO0500'RIGHT FORK 0.1 MI., TAKE RIGHT FORK JOINING MAIN RD. GOING TO CRYSTAL
 GO0500'FOR 0.7 MI., TAKE RIGHT FORK NEAR ASPEN POLE FENCED GARDEN PLOT 6.3
 GO0500'MI., TAKE LEFT FORK (RIGHT FORK GOES DOWN TSAILE CREEK) FOR 2.7 MI.,
 GO0500'TAKE LEFT FORK 5.9 MI., LEAVE MAIN-TRAVELED RD. TAKING RIGHT FORK 1.0
 GO0500'MI., LEAVE RD. AND CROSS RD. TO FOOT OF HILL.  LEAVE VEHICLE AND CLIMB
 GO0500'TO TOP.  STATION IS IN BOULDER OUTCROP ON SE. SIDE OF HILL.  ABOUT
 GO0500'20 MINUTE PACK.
 GO0500'
 GO0500'STATION MARK--STANDARD TABLET STAMPED ---BEAR 1955---, SET IN DRILL
 GO0500'HOLE IN ROCK.
 GO0500'
 GO0500'REFERENCE MARK NO. 1--STANDARD TABLET SET IN DRILL HOLE IN ROCK, 22.88
 GO0500'FT. FROM STATION MARK, S 53 DEG 36 MIN E.
 GO0500'
 GO0500'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN BASE OF PINE
 GO0500'STUMP, 7.87 FT. FROM STATION MARK, N 42 DEG 58 MIN E.
 GO0500
 GO0500                          STATION RECOVERY (1955)
 GO0500
 GO0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0500'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1038 ***********************************************************************
 FR1038  DESIGNATION -  BEAR
 FR1038  PID         -  FR1038
 FR1038  STATE/COUNTY-  AZ/COCONINO
 FR1038  USGS QUAD   -  MAY TANK POCKET (1989)
 FR1038
 FR1038                         *CURRENT SURVEY CONTROL
 FR1038  ___________________________________________________________________
 FR1038* NAD 83(1992)-  35 00 05.43999(N)    112 13 39.40715(W)     ADJUSTED  
 FR1038* NAVD 88     -      1654.6    (meters)    5428.     (feet)  VERTCON   
 FR1038  ___________________________________________________________________
 FR1038  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 FR1038  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 FR1038
 FR1038  HORZ ORDER  -  THIRD
 FR1038
 FR1038.The horizontal coordinates were established by classical geodetic methods
 FR1038.and adjusted by the National Geodetic Survey in August 1993..
 FR1038
 FR1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1038
 FR1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1038
 FR1038.The geoid height was determined by GEOID03.
 FR1038
 FR1038;                    North         East     Units Scale Factor Converg.
 FR1038;SPC AZ C     -   443,786.019   184,977.582   MT  0.99990992   -0 10 42.1
 FR1038;SPC AZ C     - 1,455,990.88    606,881.83   iFT  0.99990992   -0 10 42.1
 FR1038;UTM  12      - 3,873,899.073   387,977.377   MT  0.99975466   -0 42 15.2
 FR1038
 FR1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1038!SPC AZ C     -   0.99974424  x   0.99990992  =   0.99965418
 FR1038!UTM  12      -   0.99974424  x   0.99975466  =   0.99949896
 FR1038
 FR1038|---------------------------------------------------------------------|
 FR1038| PID    Reference Object                     Distance      Geod. Az  |
 FR1038|                                                           dddmmss.s |
 FR1038| CS3961 BEAR RM 2                            15.411 METERS 15436     |
 FR1038| ET1122 MAT                                 APPROX.26.1 KM 1852322.6 |
 FR1038| CS3960 BEAR RM 1                             8.800 METERS 23705     |
 FR1038|---------------------------------------------------------------------|
 FR1038
 FR1038                          SUPERSEDED SURVEY CONTROL
 FR1038
 FR1038  NAD 83(1986)-  35 00 05.43563(N)    112 13 39.40454(W) AD(       ) 3
 FR1038  NGVD 29 (04/23/90) 1653.8    (m)         5426.     (f) VERT ANG       
 FR1038
 FR1038.Superseded values are not recommended for survey control.
 FR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1038.See file dsdata.txt to determine how the superseded data were derived.
 FR1038
 FR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8797773899(NAD 83)
 FR1038_MARKER: DS = TRIANGULATION STATION DISK
 FR1038_SETTING: 66 = SET IN ROCK OUTCROP
 FR1038_SP_SET: SET IN ROCK OUTCROP
 FR1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1038+STABILITY: POSITION/ELEVATION WELL
 FR1038
 FR1038  HISTORY     - Date     Condition        Report By
 FR1038  HISTORY     - 1943     MONUMENTED       USGS
 FR1038  HISTORY     - 1959     GOOD             USGS
 FR1038
 FR1038                          STATION DESCRIPTION
 FR1038
 FR1038'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 FR1038'LOCATED 1.5 MI N. AND 8.5 MI E. OF DRAKE (FORMERLY CEDAR GLADE).
 FR1038'ON MESA ABOUT 300 FT E. OF WEST BREAK OF RIM INTO BEAR CANYON, AT
 FR1038'BEND ABOUT 0.2 MI S. OF BEAR CANYON, IN BARE OPENING AT SOUTH
 FR1038'EDGE OF LEVEL GROUND.  SLOPE TO S. IS GRADUAL.
 FR1038'
 FR1038'TO REACH FROM DRAKE, DRIVE NE. CROSSING VERDE VALLEY BRANCH RR.
 FR1038'AT 0.9 MI.  THENCE EASTERLY ON MAIN-TRAVELED RD. 11.6 MI TO
 FR1038'INTERSECTION WITH JEROME-WILLIAMS RD. AT SIGNS JEROME 21 AND
 FR1038'DRAKE 12.  DRIVE 3.7 MI N. ON RD. TOWARDS WILLIAMS.  TURN LEFT ON
 FR1038'POOR RD. AT SHARP CURVE IN MAIN RD. RIGHT, DRIVE WESTERLY ACROSS
 FR1038'FIRST RIDGE THROUGH DRAW BEYOND TO HIGH POINT ON MESA W., KEEPING
 FR1038'ALL RIGHT FORKS, A TOTAL DISTANCE OF 0.65 MI FROM JEROME-WILLIAMS
 FR1038'RD.  WALK NORTHWARD ALONG CREST ABOUT 0.5 MI TO STATION.
 FR1038'
 FR1038'STATION MARK--STANDARD TABLET STAMPED---BEAR 1943---, CEMENTED IN
 FR1038'LAVA OUTCROP.
 FR1038'
 FR1038'RM 1--STANDARD RM TABLET STAMPED---BEAR NO 1---, CEMENTED IN LAVA
 FR1038'OUTCROP.
 FR1038'
 FR1038'RM 2--STANDARD RM TABLET STAMPED---BEAR NO 2---, CEMENTED IN LAVA
 FR1038'OUTCROP.
 FR1038
 FR1038                          STATION RECOVERY (1959)
 FR1038
 FR1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR1038'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0725 ***********************************************************************
 DT0725  DESIGNATION -  BEAR MOUNTAIN LOOKOUT
 DT0725  PID         -  DT0725
 DT0725  STATE/COUNTY-  AZ/GREENLEE
 DT0725  USGS QUAD   -  BEAR MOUNTAIN (1991)
 DT0725
 DT0725                         *CURRENT SURVEY CONTROL
 DT0725  ___________________________________________________________________
 DT0725* NAD 83(1992)-  33 31 59.93445(N)    109 08 39.32212(W)     ADJUSTED  
 DT0725* NAVD 88     -                                                        
 DT0725  ___________________________________________________________________
 DT0725  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DT0725  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 DT0725
 DT0725  HORZ ORDER  -  THIRD
 DT0725
 DT0725.The horizontal coordinates were established by classical geodetic methods
 DT0725.and adjusted by the National Geodetic Survey in August 1993..
 DT0725
 DT0725
 DT0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0725
 DT0725.The geoid height was determined by GEOID03.
 DT0725
 DT0725;                    North         East     Units Scale Factor Converg.
 DT0725;SPC AZ E     -   281,363.265   308,321.061   MT  1.00001114   +0 33 53.4
 DT0725;SPC AZ E     -   923,107.82  1,011,552.04   iFT  1.00001114   +0 33 53.4
 DT0725;SPC NM W     -   281,669.447   708,238.375   MT  1.00009939   -0 43 27.4
 DT0725;SPC NM W     -   924,110.51  2,323,612.07   sFT  1.00009939   -0 43 27.4
 DT0725;UTM  12      - 3,711,954.747   672,317.240   MT  0.99996608   +1 01 31.5
 DT0725
 DT0725                          SUPERSEDED SURVEY CONTROL
 DT0725
 DT0725  NAD 83(1986)-  33 31 59.92823(N)    109 08 39.32825(W) AD(       ) 4
 DT0725  NAD 27      -  33 31 59.72516(N)    109 08 37.06734(W) AD(       ) 3
 DT0725
 DT0725.Superseded values are not recommended for survey control.
 DT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0725.See file dsdata.txt to determine how the superseded data were derived.
 DT0725
 DT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7231711955(NAD 83)
 DT0725_MARKER: 57 = LOOKOUT TOWER
 DT0725
 DT0725  HISTORY     - Date     Condition        Report By
 DT0725  HISTORY     - 1934     FIRST OBSERVED   CGS
 DT0725
 DT0725                          STATION DESCRIPTION
 DT0725
 DT0725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2006 ***********************************************************************
 DU2006  DESIGNATION -  BEAR MTN
 DU2006  PID         -  DU2006
 DU2006  STATE/COUNTY-  AZ/GILA
 DU2006  USGS QUAD   -  BLUE HOUSE MTN (1988)
 DU2006
 DU2006                         *CURRENT SURVEY CONTROL
 DU2006  ___________________________________________________________________
 DU2006* NAD 83(1992)-  33 56 07.74690(N)    110 32 06.28219(W)     ADJUSTED  
 DU2006* NAVD 88     -      1958.7    (meters)    6426.     (feet)  VERTCON   
 DU2006  ___________________________________________________________________
 DU2006  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DU2006  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DU2006
 DU2006  HORZ ORDER  -  SECOND
 DU2006
 DU2006.The horizontal coordinates were established by classical geodetic methods
 DU2006.and adjusted by the National Geodetic Survey in August 1993..
 DU2006
 DU2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2006
 DU2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2006
 DU2006.The geoid height was determined by GEOID03.
 DU2006
 DU2006;                    North         East     Units Scale Factor Converg.
 DU2006;SPC AZ E     -   325,559.601   179,301.970   MT  0.99991429   -0 12 20.4
 DU2006;SPC AZ E     - 1,068,108.93    588,261.06   iFT  0.99991429   -0 12 20.4
 DU2006;UTM  12      - 3,755,100.068   542,967.113   MT  0.99962276   +0 15 34.4
 DU2006
 DU2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2006!SPC AZ E     -   0.99969654  x   0.99991429  =   0.99961085
 DU2006!UTM  12      -   0.99969654  x   0.99962276  =   0.99931941
 DU2006
 DU2006:                Primary Azimuth Mark                     Grid Az
 DU2006:SPC AZ E     -  BEAR MTN AZ MK                           056 01 48.4
 DU2006:UTM  12      -  BEAR MTN AZ MK                           055 33 53.6
 DU2006
 DU2006|---------------------------------------------------------------------|
 DU2006| PID    Reference Object                     Distance      Geod. Az  |
 DU2006|                                                           dddmmss.s |
 DU2006| CD1560 BEAR MTN AZ MK                                     0554928.0 |
 DU2006| CD1561 BEAR MTN RM 1                         5.940 METERS 18445     |
 DU2006| CD1562 BEAR MTN RM 2                         6.238 METERS 30632     |
 DU2006|---------------------------------------------------------------------|
 DU2006
 DU2006                          SUPERSEDED SURVEY CONTROL
 DU2006
 DU2006  NAD 83(1986)-  33 56 07.74099(N)    110 32 06.28303(W) AD(       ) 2
 DU2006  NAD 27      -  33 56 07.56270(N)    110 32 03.88660(W) AD(       ) 2
 DU2006  NGVD 29 (09/20/88) 1958.0    (m)         6424.     (f) VERT ANG       
 DU2006
 DU2006.Superseded values are not recommended for survey control.
 DU2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2006.See file dsdata.txt to determine how the superseded data were derived.
 DU2006
 DU2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4296755100(NAD 83)
 DU2006_MARKER: DS = TRIANGULATION STATION DISK
 DU2006_SETTING: 80 = SET IN A BOULDER
 DU2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2006+STABILITY: SURFACE MOTION
 DU2006
 DU2006  HISTORY     - Date     Condition        Report By
 DU2006  HISTORY     - 1946     MONUMENTED       USGS
 DU2006  HISTORY     - 1948     GOOD             USGS
 DU2006  HISTORY     - 1958     GOOD             USGS
 DU2006  HISTORY     - 1966     GOOD             USGS
 DU2006
 DU2006                          STATION DESCRIPTION
 DU2006
 DU2006'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU2006'STATION MARK--STANDARD TABLET STAMPED---BEAR MTN 1946---, CEMENTED
 DU2006'IN ROCK.
 DU2006
 DU2006                          STATION RECOVERY (1948)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2006'RECOVERED AS DESCRIBED BY USGS.
 DU2006'
 DU2006'LOCATED ABOUT 11 MI N. OF SENECA, 8 MI SSW. OF CIBECUE.  ON CENTER
 DU2006'AND HIGH POINT OF ROCKY, NW.-SE. RIDGE.
 DU2006'
 DU2006'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN ROCK.
 DU2006'
 DU2006'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN ROCK.
 DU2006
 DU2006                          STATION RECOVERY (1958)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (CAA)
 DU2006'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTH OF SENECA
 DU2006'AND ABOUT 8 MILES SOUTH-SOUTHWEST OF CIBECUE, ON THE HIGHEST
 DU2006'PART OF BEAR BUTTE WHICH IS A HIGH NORTHWEST-SOUTHEAST RIDGE.
 DU2006'
 DU2006'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DU2006'STAMPED BEAR MTN 1946 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2006'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ON THE
 DU2006'HIGHEST PART OF THE RIDGE.
 DU2006'
 DU2006'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 DU2006'REFERENCE MARK DISK STAMPED NO 1 1948 SET IN A DRILL HOLE IN
 DU2006'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 DU2006'GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 DU2006'
 DU2006'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 DU2006'REFERENCE MARK DISK STAMPED NO 2 1948 SET IN A DRILL HOLE IN
 DU2006'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 DU2006'GROUND AND IS ABOUT 18 INCHES HIGHER THAN THE STATION.
 DU2006'
 DU2006'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DU2006'AZIMUTH MARK DISK STAMPED BEAR MTN USGS 1958 SET IN A DRILL
 DU2006'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 INCHES
 DU2006'ABOVE THE GROUND.  IT IS ABOUT 200 FEET WEST OF THE TOP OF THE
 DU2006'RIDGE WHERE THE BLADED ROAD STARTS DOWN, WESTERLY INTO THE
 DU2006'CANYON, 60 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 20
 DU2006'FEET SOUTHWEST OF A SMALL JUNIPER TREE WITH A TRIANGULAR
 DU2006'BLAZE.  THE ROAD IS STILL BEING CONSTRUCTED AT THIS POINT AND
 DU2006'MAY BE SUBJECT TO A SLIGHT CHANGE.
 DU2006'
 DU2006'TO REACH THE STATION FROM THE CIBECUE TRADING POST IN CIBECUE,
 DU2006'GO SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE.  TURN RIGHT, CROSS
 DU2006'OVER THE BRIDGE AND GO WEST AND SOUTH FOR 0.35 MILE.  TURN
 DU2006'LEFT OFF THE MAIN ROAD ONTO A BLADED ROAD AND GO SOUTHERLY FOR
 DU2006'1.65 MILES TO A SCHOOL HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY
 DU2006'FOR 0.95 MILE.  TAKE THE RIGHT FORK AND GO SOUTH ON THE BLADED
 DU2006'ROAD FOR 0.85 MILE.  TAKE THE RIGHT FORK, PASS THROUGH A WIRE
 DU2006'GATE AND GO SOUTH FOR 0.65 MILE.  PASS THROUGH THE WIRE GATE
 DU2006'AND GO SOUTH FOR 2.3 MILES.  PASS THROUGH THE WIRE GATE AND
 DU2006'GO SOUTHERLY FOR 2.9 MILES TO A SMALL JUNIPER TREE
 DU2006'WITH A TRIANGULAR BLAZE ON THE LEFT, ABOUT 200 FEET DOWNHILL,
 DU2006'WEST OF THE CREST OF THE RIDGE.  THE STATION IS VISIBLE TO
 DU2006'THE SOUTHWEST OF THIS POINT.  CONTINUE DOWNHILL, WESTERLY,
 DU2006'CROSS THE CREEK AND ON FOR 0.3 MILE TO A SECOND CREEK BED AND
 DU2006'THE END OF TRUCK TRAVEL.  AT THIS TIME THE ROAD IS STILL
 DU2006'UNDER CONSTRUCTION AND AT A LATER DATE, IT MAY GO CLOSE BY THE
 DU2006'STATION.  FROM THE END OF TRUCK TRAVEL PACK SOUTHWESTERLY
 DU2006'ALONG THE SIDE OF THE RIDGE TO THE HIGHEST POINT AND THE
 DU2006'STATION.  THIS IS ABOUT A 2-1/2 HOUR PACK AND A FOUR-WHEEL
 DU2006'DRIVE VEHICLE WILL BE NECESSARY TO REACH THE END OF TRUCK
 DU2006'TRAVEL.  UNLESS THE ROAD IS IMPROVED, IT WOULD BE VIRTUALLY
 DU2006'IMPOSSIBLE TO REACH THE STATION AFTER A RAIN, DUE TO STEEP
 DU2006'ROAD AND SLANTING CONDITIONS OF THE ROAD.
 DU2006
 DU2006                          STATION RECOVERY (1966)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2006'RECOVERED AS DESCRIBED BY USGS.
 DU2006'
 DU2006'REACHED BY HELICOPTER.
 DU2006'
 DU2006'TO REACH FROM CIBECUE TRADING POST, GO 0.15 MI S. ON GRAVELED
 DU2006'RD.  TURN RIGHT, CROSS OVER BRIDGE AND GO 0.35 MI W. AND S.  TURN
 DU2006'LEFT OFF MAIN RD. ONTO BLADED RD. 1.65 MI S. TO SCHOOLHOUSE ON
 DU2006'RIGHT, CONTINUE 0.95 MI S.  TAKE RIGHT FORK 0.85 MI S. ON BLADED
 DU2006'RD.  TAKE RIGHT FORK, PASS THROUGH WIRE GATE AND GO 0.65 MI S.,
 DU2006'PASS THROUGH WIRE GATE AND GO 2.3 MI S., PASS THROUGH WIRE GATE
 DU2006'AND GO 2.9 MI S. TO SMALL JUNIPER TREE WITH TRIANGULAR BLAZE ON
 DU2006'LEFT ABOUT 200 FT. DOWNHILL W. OF CREST OF RIDGE.  STATION IS
 DU2006'VISIBLE TO SW. OF THIS POINT.  CONTINUE DOWNHILL, CROSS CREEK 0.3
 DU2006'MI W. TO SECOND CREEK BED AND END OF TRUCK TRAVEL.  AT THIS TIME
 DU2006'RD. IS STILL UNDER CONSTRUCTION AND AT LATER DATE IT MAY GO CLOSE
 DU2006'BY STATION.  PACK SW. ALONG SIDE OF RIDGE TO HIGHEST POINT AND
 DU2006'STATION.  ABOUT A 2-1/2 HOUR PACK.  FOUR-WHEEL DRIVE VEHICLE WILL
 DU2006'BE NECESSARY TO REACH END OF TRUCK TRAVEL.  UNLESS RD. IS
 DU2006'IMPROVED IT WOULD BE VIRTUALLY IMPOSSIBLE TO REACH STATION AFTER
 DU2006'RAIN DUE TO STEEP RD. AND SLANTING CONDITIONS OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1795 ***********************************************************************
 DV1795  DESIGNATION -  BEARD
 DV1795  PID         -  DV1795
 DV1795  STATE/COUNTY-  AZ/MARICOPA
 DV1795  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1795
 DV1795                         *CURRENT SURVEY CONTROL
 DV1795  ___________________________________________________________________
 DV1795* NAD 83(1992)-  33 40 12.66747(N)    112 11 11.92008(W)     ADJUSTED  
 DV1795* NAVD 88     -       389.448  (meters)    1277.71   (feet)  ADJUSTED  
 DV1795  ___________________________________________________________________
 DV1795  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1795  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1795  DYNAMIC HT  -         388.999 (meters)    1276.24  (feet)  COMP
 DV1795  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1795
 DV1795  HORZ ORDER  -  SECOND
 DV1795  VERT ORDER  -  SECOND    CLASS I
 DV1795
 DV1795.The horizontal coordinates were established by classical geodetic methods
 DV1795.and adjusted by the National Geodetic Survey in August 1993..
 DV1795
 DV1795.The orthometric height was determined by differential leveling
 DV1795.and adjusted by the National Geodetic Survey in November 1993..
 DV1795
 DV1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1795
 DV1795.The geoid height was determined by GEOID03.
 DV1795
 DV1795.The dynamic height is computed by dividing the NAVD 88
 DV1795.geopotential number by the normal gravity value computed on the
 DV1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1795.degrees latitude (g = 980.6199 gals.).
 DV1795
 DV1795.The modeled gravity was interpolated from observed gravity values.
 DV1795
 DV1795;                    North         East     Units Scale Factor Converg.
 DV1795;SPC AZ C     -   296,107.369   188,324.646   MT  0.99990772   -0 08 58.8
 DV1795;SPC AZ C     -   971,480.87    617,863.01   iFT  0.99990772   -0 08 58.8
 DV1795;UTM  12      - 3,726,219.403   389,991.201   MT  0.99974919   -0 39 28.6
 DV1795
 DV1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1795!SPC AZ C     -   0.99994353  x   0.99990772  =   0.99985125
 DV1795!UTM  12      -   0.99994353  x   0.99974919  =   0.99969273
 DV1795
 DV1795|---------------------------------------------------------------------|
 DV1795| PID    Reference Object                     Distance      Geod. Az  |
 DV1795|                                                           dddmmss.s |
 DV1795| DV1796 BEARD RM 1                           10.753 METERS 00013     |
 DV1795| DV1799 BEARD AZ MK                         APPROX. 0.6 KM 1015541.7 |
 DV1795| DV1797 BEARD RM 2                           10.586 METERS 18054     |
 DV1795|---------------------------------------------------------------------|
 DV1795
 DV1795                          SUPERSEDED SURVEY CONTROL
 DV1795
 DV1795  NAD 83(1986)-  33 40 12.66162(N)    112 11 11.92741(W) AD(       ) 2
 DV1795  NGVD 29 (11/30/89)  388.89   (m)         1275.9    (f) LEVELING    3  
 DV1795
 DV1795.Superseded values are not recommended for survey control.
 DV1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1795.See file dsdata.txt to determine how the superseded data were derived.
 DV1795
 DV1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126219(NAD 83)
 DV1795_MARKER: DS = TRIANGULATION STATION DISK
 DV1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1795_SP_SET: CONCRETE POST
 DV1795_STAMPING: BEARD 1982
 DV1795_MARK LOGO: AZDT  
 DV1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1795+STABILITY: SURFACE MOTION
 DV1795
 DV1795  HISTORY     - Date     Condition        Report By
 DV1795  HISTORY     - 1982     MONUMENTED       AZDT
 DV1795  HISTORY     - 1984     GOOD             AZDT
 DV1795  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1795
 DV1795                          STATION DESCRIPTION
 DV1795
 DV1795'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1795'THE STATION IS LOCATED IN NORTHWESTERN PHOENIX, 4.2 MILES WEST OF
 DV1795'INTERSTATE HIGHWAY 17, 468 FEET NORTH OF BEARDSLEY ROAD AND ALONG THE
 DV1795'EAST SIDE OF 59TH AVENUE.
 DV1795'
 DV1795'THE STATION MARK IS AN AZDT DISK STAMPED---BEARD 1982---.  IT IS SET
 DV1795'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 30.5 FEET EAST OF THE
 DV1795'CENTER LINE OF 59TH AVENUE, 37 FEET NORTH OF A POWER POLE AND 5 FEET
 DV1795'SOUTHWEST OF THE WITNESS POST.
 DV1795'
 DV1795'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BEARD RM 1 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1795'
 DV1795'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BEARD RM 2 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1795'
 DV1795'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---BEARD AZ 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 38.5 FEET NORTH OF
 DV1795'THE CENTER LINE OF BEARDSLEY ROAD, 34 FEET EAST OF THE EAST END OF A
 DV1795'GATE IN THE FENCE LINE, 3 FEET WEST OF THE WITNESS POST AND 2.3 FEET
 DV1795'SOUTH OF THE FENCE.
 DV1795'
 DV1795'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND BEARDSLEY ROAD
 DV1795'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG BEARDSLEY
 DV1795'ROAD FOR 4.2 MILES TO 59TH AVENUE.  TURN RIGHT ON 59TH AVENUE FOR 470
 DV1795'FEET TO THE STATION ON THE RIGHT.
 DV1795'
 DV1795'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH TO BEARDSLEY ROAD.
 DV1795'TURN LEFT FOR 0.4 MILE TO THE MARK ON THE LEFT.
 DV1795
 DV1795                          STATION RECOVERY (1984)
 DV1795
 DV1795'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1795'IN PHOENIX.
 DV1795'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1795'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1795'THENCE NORTH 160.94 METERS (528.0 FT) TO THE MARK ON THE RIGHT, 11.44
 DV1795'METERS (37.55 FT) NORTH OF POWER POLE ON EAST RIGHT-OF-WAY, 10.58
 DV1795'METERS (34.72 FT) NORTH OF BEARD RM 2 AZDT, 10.76 METERS (35.29 FT)
 DV1795'SOUTH OF RM 1 AZDT, 9.3 METERS (30.6 FT) EAST OF 59TH AVENUE CENTER
 DV1795'LINE, AND AN AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1795
 DV1795                          STATION RECOVERY (2002)
 DV1795
 DV1795'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1795'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1795'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1799 ***********************************************************************
 DV1799  DESIGNATION -  BEARD AZ MK
 DV1799  PID         -  DV1799
 DV1799  STATE/COUNTY-  AZ/MARICOPA
 DV1799  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1799
 DV1799                         *CURRENT SURVEY CONTROL
 DV1799  ___________________________________________________________________
 DV1799* NAD 83(1992)-  33 40 08.65857(N)    112 10 49.22707(W)     ADJUSTED  
 DV1799* NAVD 88     -       393.286  (meters)    1290.31   (feet)  ADJUSTED  
 DV1799  ___________________________________________________________________
 DV1799  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DV1799  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV1799  DYNAMIC HT  -         392.832 (meters)    1288.82  (feet)  COMP
 DV1799  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1799
 DV1799  HORZ ORDER  -  SECOND
 DV1799  VERT ORDER  -  SECOND    CLASS I
 DV1799
 DV1799.The horizontal coordinates were established by classical geodetic methods
 DV1799.and adjusted by the National Geodetic Survey in August 1993..
 DV1799.No horizontal observational check was made to the station.
 DV1799
 DV1799.The orthometric height was determined by differential leveling
 DV1799.and adjusted by the National Geodetic Survey in November 1993..
 DV1799
 DV1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1799
 DV1799.The geoid height was determined by GEOID03.
 DV1799
 DV1799.The dynamic height is computed by dividing the NAVD 88
 DV1799.geopotential number by the normal gravity value computed on the
 DV1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1799.degrees latitude (g = 980.6199 gals.).
 DV1799
 DV1799.The modeled gravity was interpolated from observed gravity values.
 DV1799
 DV1799;                    North         East     Units Scale Factor Converg.
 DV1799;SPC AZ C     -   295,982.357   188,908.873   MT  0.99990737   -0 08 46.2
 DV1799;SPC AZ C     -   971,070.73    619,779.77   iFT  0.99990737   -0 08 46.2
 DV1799;UTM  12      - 3,726,089.234   390,574.204   MT  0.99974762   -0 39 16.0
 DV1799
 DV1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1799!SPC AZ C     -   0.99994292  x   0.99990737  =   0.99985030
 DV1799!UTM  12      -   0.99994292  x   0.99974762  =   0.99969056
 DV1799
 DV1799:                Primary Azimuth Mark                     Grid Az
 DV1799:SPC AZ C     -  PARK                                     330 21 16.6
 DV1799:UTM  12      -  PARK                                     330 51 46.4
 DV1799
 DV1799|---------------------------------------------------------------------|
 DV1799| PID    Reference Object                     Distance      Geod. Az  |
 DV1799|                                                           dddmmss.s |
 DV1799| DV2260 PARK                                APPROX. 2.6 KM 3301230.4 |
 DV1799|---------------------------------------------------------------------|
 DV1799
 DV1799                          SUPERSEDED SURVEY CONTROL
 DV1799
 DV1799  NAD 83(1986)-  33 40 08.65274(N)    112 10 49.23423(W) AD(       ) 2
 DV1799  NGVD 29 (11/30/89)  392.7    (m)         1288.     (f) LEVELING    3  
 DV1799
 DV1799.Superseded values are not recommended for survey control.
 DV1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1799.See file dsdata.txt to determine how the superseded data were derived.
 DV1799
 DV1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9057426089(NAD 83)
 DV1799_MARKER: DZ = AZIMUTH MARK DISK
 DV1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1799_SP_SET: CONCRETE POST
 DV1799_STAMPING: BEARD AZ 1982
 DV1799_MARK LOGO: AZDT  
 DV1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1799+STABILITY: SURFACE MOTION
 DV1799
 DV1799  HISTORY     - Date     Condition        Report By
 DV1799  HISTORY     - 1982     MONUMENTED       AZDT
 DV1799  HISTORY     - 1984     GOOD             AZDT
 DV1799
 DV1799                          STATION DESCRIPTION
 DV1799
 DV1799'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1799'IN PHOENIX.
 DV1799'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1799'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.20 KM (3.85 MI) TO THE MARK ON
 DV1799'THE RIGHT, 0.76 METER (2.50 FT) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 DV1799'20.54 METERS (67.4 FT) NORTHWEST OF POWER POLE PS108994 ON SOUTH
 DV1799'RIGHT-OF-WAY, 11.79 METERS (38.7 FT) NORTH OF CENTERLINE OF BEARDSLY
 DV1799'ROAD, AND A STANDARD AZDT ALUMIUM CAP IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1796 ***********************************************************************
 DV1796  DESIGNATION -  BEARD RM 1
 DV1796  PID         -  DV1796
 DV1796  STATE/COUNTY-  AZ/MARICOPA
 DV1796  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1796
 DV1796                         *CURRENT SURVEY CONTROL
 DV1796  ___________________________________________________________________
 DV1796* NAD 83(1992)-  33 40 13.01649(N)    112 11 11.91846(W)     ADJUSTED  
 DV1796* NAVD 88     -       389.447  (meters)    1277.71   (feet)  ADJUSTED  
 DV1796  ___________________________________________________________________
 DV1796  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1796  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1796  DYNAMIC HT  -         388.998 (meters)    1276.24  (feet)  COMP
 DV1796  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1796
 DV1796  HORZ ORDER  -  SECOND
 DV1796  VERT ORDER  -  SECOND    CLASS I
 DV1796
 DV1796.The horizontal coordinates were established by classical geodetic methods
 DV1796.and adjusted by the National Geodetic Survey in August 1993..
 DV1796.No horizontal observational check was made to the station.
 DV1796
 DV1796.The orthometric height was determined by differential leveling
 DV1796.and adjusted by the National Geodetic Survey in November 1993..
 DV1796
 DV1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1796
 DV1796.The geoid height was determined by GEOID03.
 DV1796
 DV1796.The dynamic height is computed by dividing the NAVD 88
 DV1796.geopotential number by the normal gravity value computed on the
 DV1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1796.degrees latitude (g = 980.6199 gals.).
 DV1796
 DV1796.The modeled gravity was interpolated from observed gravity values.
 DV1796
 DV1796;                    North         East     Units Scale Factor Converg.
 DV1796;SPC AZ C     -   296,118.121   188,324.715   MT  0.99990772   -0 08 58.8
 DV1796;SPC AZ C     -   971,516.15    617,863.24   iFT  0.99990772   -0 08 58.8
 DV1796;UTM  12      - 3,726,230.153   389,991.366   MT  0.99974919   -0 39 28.6
 DV1796
 DV1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1796!SPC AZ C     -   0.99994353  x   0.99990772  =   0.99985125
 DV1796!UTM  12      -   0.99994353  x   0.99974919  =   0.99969273
 DV1796
 DV1796                          SUPERSEDED SURVEY CONTROL
 DV1796
 DV1796  NAD 83(1986)-  33 40 13.01064(N)    112 11 11.92579(W) AD(       ) 2
 DV1796  NGVD 29 (11/30/89)  388.9    (m)         1276.     (f) LEVELING    3  
 DV1796
 DV1796.Superseded values are not recommended for survey control.
 DV1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1796.See file dsdata.txt to determine how the superseded data were derived.
 DV1796
 DV1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126230(NAD 83)
 DV1796_MARKER: DR = REFERENCE MARK DISK
 DV1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1796_SP_SET: CONCRETE POST
 DV1796_STAMPING: BEARD RM 1 1982
 DV1796_MARK LOGO: AZDT  
 DV1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1796+STABILITY: SURFACE MOTION
 DV1796
 DV1796  HISTORY     - Date     Condition        Report By
 DV1796  HISTORY     - 1982     MONUMENTED       AZDT
 DV1796  HISTORY     - 1984     GOOD             AZDT
 DV1796  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1796
 DV1796                          STATION DESCRIPTION
 DV1796
 DV1796'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1796'IN PHOENIX.
 DV1796'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1796'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1796'THENCE NORTH 171.70 METERS (563.31 FT) TO THE MARK ON THE RIGHT,
 DV1796'10.76 METERS (35.29 FT) NORTH OF BEARD AZDT, 21.34 METERS (70.0 FT)
 DV1796'NORTH OF BEARD RM 2 AZDT, 9.33 METERS (30.6 FT) EAST OF 59TH AVENUE
 DV1796'CENTERLINE, AND AN AZDT ALUMINUM CAP SET IN CONCRETE POST.
 DV1796
 DV1796                          STATION RECOVERY (2002)
 DV1796
 DV1796'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1796'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1796'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1797 ***********************************************************************
 DV1797  DESIGNATION -  BEARD RM 2
 DV1797  PID         -  DV1797
 DV1797  STATE/COUNTY-  AZ/MARICOPA
 DV1797  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1797
 DV1797                         *CURRENT SURVEY CONTROL
 DV1797  ___________________________________________________________________
 DV1797* NAD 83(1992)-  33 40 12.32391(N)    112 11 11.92654(W)     ADJUSTED  
 DV1797* NAVD 88     -       389.511  (meters)    1277.92   (feet)  ADJUSTED  
 DV1797  ___________________________________________________________________
 DV1797  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1797  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1797  DYNAMIC HT  -         389.062 (meters)    1276.45  (feet)  COMP
 DV1797  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1797
 DV1797  HORZ ORDER  -  SECOND
 DV1797  VERT ORDER  -  SECOND    CLASS I
 DV1797
 DV1797.The horizontal coordinates were established by classical geodetic methods
 DV1797.and adjusted by the National Geodetic Survey in August 1993..
 DV1797.No horizontal observational check was made to the station.
 DV1797
 DV1797.The orthometric height was determined by differential leveling
 DV1797.and adjusted by the National Geodetic Survey in November 1993..
 DV1797
 DV1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1797
 DV1797.The geoid height was determined by GEOID03.
 DV1797
 DV1797.The dynamic height is computed by dividing the NAVD 88
 DV1797.geopotential number by the normal gravity value computed on the
 DV1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1797.degrees latitude (g = 980.6199 gals.).
 DV1797
 DV1797.The modeled gravity was interpolated from observed gravity values.
 DV1797
 DV1797;                    North         East     Units Scale Factor Converg.
 DV1797;SPC AZ C     -   296,096.785   188,324.451   MT  0.99990772   -0 08 58.8
 DV1797;SPC AZ C     -   971,446.15    617,862.37   iFT  0.99990772   -0 08 58.8
 DV1797;UTM  12      - 3,726,208.823   389,990.913   MT  0.99974919   -0 39 28.6
 DV1797
 DV1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1797!SPC AZ C     -   0.99994352  x   0.99990772  =   0.99985124
 DV1797!UTM  12      -   0.99994352  x   0.99974919  =   0.99969272
 DV1797
 DV1797                          SUPERSEDED SURVEY CONTROL
 DV1797
 DV1797  NAD 83(1986)-  33 40 12.31806(N)    112 11 11.93387(W) AD(       ) 2
 DV1797  NGVD 29 (11/30/89)  388.9    (m)         1276.     (f) LEVELING    3  
 DV1797
 DV1797.Superseded values are not recommended for survey control.
 DV1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1797.See file dsdata.txt to determine how the superseded data were derived.
 DV1797
 DV1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126209(NAD 83)
 DV1797_MARKER: DR = REFERENCE MARK DISK
 DV1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1797_SP_SET: CONCRETE POST
 DV1797_STAMPING: BEARD RM 2 1982
 DV1797_MARK LOGO: AZDT  
 DV1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1797+STABILITY: SURFACE MOTION
 DV1797
 DV1797  HISTORY     - Date     Condition        Report By
 DV1797  HISTORY     - 1982     MONUMENTED       AZDT
 DV1797  HISTORY     - 1984     GOOD             AZDT
 DV1797  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1797
 DV1797                          STATION DESCRIPTION
 DV1797
 DV1797'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1797'IN PHOENIX.
 DV1797'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1797'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1797'THENCE NORTH 150.36 METERS (493.30 FT) TO THE MARK ON THE RIGHT,
 DV1797'10.58 METERS (34.72 FT) SOUTH OF BEARD AZDT, 21.34 METERS (70.01 FT)
 DV1797'SOUTH OF BEARD RM 1 AZDT, 9.33 METERS (30.6 FT) EAST OF 59TH AVENUE
 DV1797'CENTERLINE, AND AN AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1797
 DV1797                          STATION RECOVERY (2002)
 DV1797
 DV1797'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1797'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1797'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2040 ***********************************************************************
 DV2040  DESIGNATION -  BEARDSLEY
 DV2040  PID         -  DV2040
 DV2040  STATE/COUNTY-  AZ/MARICOPA
 DV2040  USGS QUAD   -  MC MICKEN DAM (1981)
 DV2040
 DV2040                         *CURRENT SURVEY CONTROL
 DV2040  ___________________________________________________________________
 DV2040* NAD 83(1992)-  33 43 06.12390(N)    112 27 06.45721(W)     ADJUSTED  
 DV2040* NAVD 88     -       441.49   (+/-2cm)    1448.5    (feet)  VERTCON   
 DV2040  ___________________________________________________________________
 DV2040  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV2040  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV2040
 DV2040  HORZ ORDER  -  SECOND
 DV2040  VERT ORDER  -  THIRD ? (See Below)
 DV2040
 DV2040.The horizontal coordinates were established by classical geodetic methods
 DV2040.and adjusted by the National Geodetic Survey in August 1993..
 DV2040
 DV2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2040.The vertical order pertains to the NGVD 29 superseded value.
 DV2040
 DV2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2040
 DV2040.The geoid height was determined by GEOID03.
 DV2040
 DV2040;                    North         East     Units Scale Factor Converg.
 DV2040;SPC AZ C     -   301,546.936   163,764.532   MT  0.99993031   -0 17 49.4
 DV2040;SPC AZ C     -   989,327.22    537,285.21   iFT  0.99993031   -0 17 49.4
 DV2040;UTM  12      - 3,731,876.024   365,483.600   MT  0.99982307   -0 48 21.7
 DV2040
 DV2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2040!SPC AZ C     -   0.99993539  x   0.99993031  =   0.99986571
 DV2040!UTM  12      -   0.99993539  x   0.99982307  =   0.99975847
 DV2040
 DV2040|---------------------------------------------------------------------|
 DV2040| PID    Reference Object                     Distance      Geod. Az  |
 DV2040|                                                           dddmmss.s |
 DV2040| CH4329 BEARDSLEY RM 1                       19.233 METERS 13128     |
 DV2040| CH4328 BEARDSLEY AZ MK                                    1355720.3 |
 DV2040| DV0268 A 24                                 58.799 METERS 32025     |
 DV2040|---------------------------------------------------------------------|
 DV2040
 DV2040                          SUPERSEDED SURVEY CONTROL
 DV2040
 DV2040  NAD 83(1986)-  33 43 06.11721(N)    112 27 06.46601(W) AD(       ) 2
 DV2040  NAD 27      -  33 43 05.98900(N)    112 27 03.87200(W) AD(       ) 2
 DV2040  NGVD 29 (07/19/86)  440.93   (m)         1446.6    (f) LEVELING    3  
 DV2040
 DV2040.Superseded values are not recommended for survey control.
 DV2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2040.See file dsdata.txt to determine how the superseded data were derived.
 DV2040
 DV2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6548431876(NAD 83)
 DV2040_MARKER: DS = TRIANGULATION STATION DISK
 DV2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2040+STABILITY: SURFACE MOTION
 DV2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2040+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 DV2040
 DV2040  HISTORY     - Date     Condition        Report By
 DV2040  HISTORY     - 1947     MONUMENTED       CGS
 DV2040  HISTORY     - 1953     GOOD             AZHD
 DV2040  HISTORY     - 1976     GOOD             LOCENG
 DV2040  HISTORY     - 1986     GOOD             AZDT
 DV2040  HISTORY     - 19990107 GOOD             USPSQD
 DV2040  HISTORY     - 20000109 GOOD             USPSQD
 DV2040  HISTORY     - 20020930 GOOD             MCDOT
 DV2040  HISTORY     - 20060407 GOOD             DIBBLE
 DV2040
 DV2040                          STATION DESCRIPTION
 DV2040
 DV2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2040'LOCATED BETWEEN U.S. HIGHWAYS 60, 70, 89 AND THE SANTA FE
 DV2040'RAILROAD.  5.55 MILES NORTHWEST OF BEARDSLEY AND 6 MILES
 DV2040'SOUTHEAST OF WITTMANN.  IT IS 78.5 FEET NORTHEAST OF THE
 DV2040'CENTER LINE OF THE HIGHWAY, 67 FEET SOUTHWEST OF THE CENTER
 DV2040'LINE OF THE RAILROAD AND 135 FEET WEST SOUTHWEST OF MILE POST
 DV2040'164.  IT IS STAMPED BEARDSLEY 1947 AND PROJECTS 4 INCHES.
 DV2040'
 DV2040'REFERENCE MARK NO. 1 IS 78 FEET NORTHEAST OF THE CENTER LINE
 DV2040'OF THE HIGHWAY AND 68 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DV2040'RAILROAD.  IT IS STAMPED BEARDSLEY NO 1 1947 AND PROJECTS
 DV2040'4 INCHES.
 DV2040'
 DV2040'BENCH MARK A24 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV2040'POST PROJECTING 1 FOOT.  IT IS 4 FEET EAST OF A WITNESS POST,
 DV2040'250 FEET WEST OF MILE POST 164, 60 FEET SOUTHEAST OF THE
 DV2040'CENTER LINE OF THE RAILROAD AND 180 FEET EAST OF A HIGHWAY
 DV2040'CULVERT.  IT IS STAMPED A24 1933.
 DV2040'
 DV2040'THE AZIMUTH MARK IS LOCATED 0.65 MILE SOUTH SOUTHEAST OF THE
 DV2040'STATION.  103 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVEMENT,
 DV2040'1 FOOT NORTHEAST OF A FENCE LINE AND 18 FEET NORTH OF THE
 DV2040'BANK OF A WASH.  IT IS STAMPED BEARDSLEY 1947 AND PROJECTS
 DV2040'3 INCHES.
 DV2040
 DV2040                          STATION RECOVERY (1953)
 DV2040
 DV2040'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953
 DV2040'LOCATED BETWEEN U.S. HIGHWAY 60, 70, 89 AND SANTA FE RAILROAD
 DV2040'11.41 MILES N.W. OF AGUA FRIA RIVER BRIDGE.  APPRX. 6 MILES
 DV2040'S.E. OF WITTMANN.  IT IS 78.5 FT. N.E. OF CENTERLINE OF HIGHWAY,
 DV2040'67 FT. SOUTHWEST OF CENTERLINE OF RAILROAD AND 0.298 MILES
 DV2040'N.W. OF HIGHWAY MILEPOST 135 AND 135 FT. W.S.W. OF RAILROAD
 DV2040'MILEPOST 164.  IT IS STAMPED BEARDSLEY 1947, IS SETTING ON
 DV2040'MOUND OF DIRT AND PROJECTS 4 INCHES.
 DV2040'
 DV2040'R.M. 2 (B.M. A241933) IS 0.256 MILES N.W. OF MILEPOST 135
 DV2040'(ALL RECOVERED IN GOOD CONDITION)
 DV2040
 DV2040                          STATION RECOVERY (1976)
 DV2040
 DV2040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2040'RECOVERED BY AERIAL MAPPING CO.
 DV2040'
 DV2040'BEARDSLEY 1947-GOOD
 DV2040'
 DV2040'BEARDSLEY NO 1 1947-GOOD
 DV2040'
 DV2040'AZ 4 1933-GOOD
 DV2040'
 DV2040'NEW DESC. IS ADEQUATE
 DV2040
 DV2040                          STATION RECOVERY (1986)
 DV2040
 DV2040'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2040'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2040'AND FOUND IN GOOD CONDITION.
 DV2040'
 DV2040'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2040'AVENUE IN SURPRISE, TRAVEL NORTHWEST ALONG GRAND AVENUE WHICH IS U.S.
 DV2040'HIGHWAY 60 FOR 7.8 MILES TO MILE POST 134.7 AND THE STATION ON THE
 DV2040'RIGHT.
 DV2040
 DV2040                          STATION RECOVERY (1999)
 DV2040
 DV2040'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2000)
 DV2040
 DV2040'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2002)
 DV2040
 DV2040'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2006)
 DV2040
 DV2040'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 DV2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0505 ***********************************************************************
 GO0505  FBN         -  This is a Federal Base Network Control Station.
 GO0505  DESIGNATION -  BEAUTIFUL
 GO0505  PID         -  GO0505
 GO0505  STATE/COUNTY-  AZ/NAVAJO
 GO0505  USGS QUAD   -  LITTLE WHITE HOUSE RUINS (1982)
 GO0505
 GO0505                         *CURRENT SURVEY CONTROL
 GO0505  ___________________________________________________________________
 GO0505* NAD 83(1992)-  36 04 12.35668(N)    109 36 34.36520(W)     ADJUSTED  
 GO0505* NAVD 88     -      1816.1    (meters)    5958.     (feet)  GPS OBS   
 GO0505  ___________________________________________________________________
 GO0505  X           -  -1,732,704.656 (meters)                     COMP
 GO0505  Y           -  -4,863,435.768 (meters)                     COMP
 GO0505  Z           -   3,735,538.799 (meters)                     COMP
 GO0505  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 GO0505  ELLIP HEIGHT-        1795.68  (meters)          (09/30/99) GPS OBS
 GO0505  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0505
 GO0505  HORZ ORDER  -  A
 GO0505  ELLP ORDER  -  THIRD     CLASS I
 GO0505
 GO0505.The horizontal coordinates were established by GPS observations
 GO0505.and adjusted by the National Geodetic Survey in September 1992..
 GO0505
 GO0505.The orthometric height was determined by GPS observations and a
 GO0505.high-resolution geoid model.
 GO0505
 GO0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0505
 GO0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0505
 GO0505.The ellipsoidal height was determined by GPS observations
 GO0505.and is referenced to NAD 83.
 GO0505
 GO0505.The geoid height was determined by GEOID03.
 GO0505
 GO0505;                    North         East     Units Scale Factor Converg.
 GO0505;SPC AZ E     -   562,433.932   263,542.797   MT  0.99993102   +0 19 40.9
 GO0505;SPC AZ E     - 1,845,255.68    864,641.72   iFT  0.99993102   +0 19 40.9
 GO0505;UTM  12      - 3,992,618.146   625,211.127   MT  0.99979318   +0 49 07.6
 GO0505
 GO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0505!SPC AZ E     -   0.99971825  x   0.99993102  =   0.99964929
 GO0505!UTM  12      -   0.99971825  x   0.99979318  =   0.99951149
 GO0505
 GO0505|---------------------------------------------------------------------|
 GO0505| PID    Reference Object                     Distance      Geod. Az  |
 GO0505|                                                           dddmmss.s |
 GO0505| CD3985 BEAUTIFUL RM 1                        8.748 METERS 01959     |
 GO0505| CD3986 BEAUTIFUL RM 2                       25.569 METERS 25026     |
 GO0505| CD3984 BEAUTIFUL AZ MK                                    3343751.7 |
 GO0505|---------------------------------------------------------------------|
 GO0505
 GO0505                          SUPERSEDED SURVEY CONTROL
 GO0505
 GO0505  NAD 83(1992)-  36 04 12.35949(N)    109 36 34.36502(W) AD(       ) B
 GO0505  ELLIP H (09/30/92) 1795.70   (m)                       GP(       ) 2 1
 GO0505  NAD 83(1986)-  36 04 12.35949(N)    109 36 34.36502(W) AD(       ) 1
 GO0505  NAD 27      -  36 04 12.34200(N)    109 36 31.97500(W) AD(       ) 1
 GO0505  NGVD 29 (07/19/86) 1815.1    (m)         5955.     (f) VERT ANG       
 GO0505
 GO0505.Superseded values are not recommended for survey control.
 GO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0505.See file dsdata.txt to determine how the superseded data were derived.
 GO0505
 GO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2521192618(NAD 83)
 GO0505_MARKER: DS = TRIANGULATION STATION DISK
 GO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0505_SP_SET: CONCRETE POST
 GO0505_STAMPING: BEAUTIFUL 1951
 GO0505_MARK LOGO: CGS   
 GO0505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0505+STABILITY: SURFACE MOTION
 GO0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0505+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 GO0505
 GO0505  HISTORY     - Date     Condition        Report By
 GO0505  HISTORY     - 1951     MONUMENTED       CGS
 GO0505  HISTORY     - 1951     GOOD             CGS
 GO0505  HISTORY     - 1955     GOOD             USGS
 GO0505  HISTORY     - 1968     GOOD             CGS
 GO0505  HISTORY     - 1972     GOOD             USGS
 GO0505  HISTORY     - 19911114 GOOD             NGS
 GO0505  HISTORY     - 19920313 GOOD
 GO0505  HISTORY     - 19950923 GOOD             NGS
 GO0505  HISTORY     - 19981118 GOOD             NGS
 GO0505  HISTORY     - 19990316 GOOD             NGS
 GO0505  HISTORY     - 19990708 GOOD             NGS
 GO0505  HISTORY     - 20051013 GOOD             3001
 GO0505
 GO0505                          STATION DESCRIPTION
 GO0505
 GO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0505'STATION IS LOCATED ALONG THE CHINLE-GANADO HIGHWAY, AIRLINE,
 GO0505'ABOUT 24 MILES NORTH OF GANADO, 7 MILES SOUTHWEST OF CHINLE,
 GO0505'AND ON THE HIGHEST POINT OF THE HIGHWAY ALONG THE BLUFFS ON
 GO0505'THE WEST SIDE OF BEAUTIFUL VALLEY.
 GO0505'
 GO0505'STATION MARK, STAMPED BEAUTIFUL 1951, IS A STANDARD DISK SET
 GO0505'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GO0505'5 INCHES.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GO0505'
 GO0505'REFERENCE MARK NUMBER 1, STAMPED BEAUTIFUL NO 1 1951, IS A
 GO0505'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 5 INCHES AND IS AT THE STATION ELEVATION.
 GO0505'IT IS 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GO0505'
 GO0505'REFERENCE MARK NUMBER 2, STAMPED BEAUTIFUL NO 2 1951, IS A
 GO0505'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 4 INCHES AND IS 12 INCHES HIGHER IN ELEVATION
 GO0505'THAN THE STATION.  IT IS 45 FEET WEST OF THE CENTERLINE OF
 GO0505'THE HIGHWAY.
 GO0505'
 GO0505'AZIMUTH MARK, STAMPED H 33 1933, IS A STANDARD USC AND GS
 GO0505'BENCH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 10 INCHES.  TO REACH FROM THE STATION,
 GO0505'GO NORTH NORTHWEST, TOWARDS CHINLE, FOR 1.5 MILES TO THE
 GO0505'AZIMUTH MARK ON THE LEFT.  IT IS 25 FEET WEST OF THE CENTERLINE
 GO0505'OF THE HIGHWAY.
 GO0505'
 GO0505'TO REACH THE STATION FROM THE GANADO TRADING POST, GO WEST
 GO0505'FOR 0.9 MILE TO THE J.L. HUBBELL TRADING POST.  TURN RIGHT,
 GO0505'NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.9 MILES.  TAKE
 GO0505'THE RIGHT FORK, TOWARDS CHINLE, AND GO 22.2 MILES TO THE STATION
 GO0505'ON THE RIGHT SIDE OF THE ROAD.
 GO0505'
 GO0505'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GO0505
 GO0505                          STATION RECOVERY (1951)
 GO0505
 GO0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GO0505'RECOVERED IN GOOD CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1955)
 GO0505
 GO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0505'RECOVERED AS DESCRIBED BY NGS IN 1951.  ALL MARKS IN GOOD
 GO0505'CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1968)
 GO0505
 GO0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 GO0505'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GO0505'FOUND TO BE IN FAIR CONDITION BUT THE EARTH AROUND THEM IS
 GO0505'ERODING AWAY.  A NEW DESCRIPTION FOLLOWS.
 GO0505'
 GO0505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8
 GO0505'AND 264, 6 MILES NORTHWEST OF GANADO, GO NORTH ON STATE HIGHWAY
 GO0505'8 FOR 22.0 MILES TO A POINT WHERE THE HIGHWAY BENDS TO THE LEFT
 GO0505'AND THE OLD DIRT HIGHWAY CONTINUE STRAIGHT AHEAD.  CONTINUE
 GO0505'STRAIGHT AHEAD ON THE DIRT HIGHWAY FOR ABOUT 0.1 MILE TO
 GO0505'THE STATION ON THE RIGHT AT THE EDGE OF A BLUFF.
 GO0505
 GO0505                          STATION RECOVERY (1972)
 GO0505
 GO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GO0505'RECOVERED AS DESCRIBED BY NGS.
 GO0505
 GO0505                          STATION RECOVERY (1991)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GO0505'THE STATION IS LOCATED ABOUT 37.98 KM (23.60 MI) NORTH OF GANADO, 11.3
 GO0505'KM (7.0 MI) SOUTH OF CHINLE, ON THE HIGHEST POINT OF THE HIGHWAY
 GO0505'ALONG THE BLUFFS ON THE WEST SIDE OF BEUTIFUL VALLEY. OWNERSHIP--THE
 GO0505'NAVAJO NATION.
 GO0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND STATE
 GO0505'HIGHWAY 264, LOCATED ABOUT 8.06 KM (5.01 MI) NORTHWEST OF GANADO, GO
 GO0505'NORTH ON HIGHWAY 191 FOR 37.9 KM (23.5 MI) TO HIGHWAY MILE POST 66
 GO0505'AND THE STATION ON THE RIGHT NEAR A GRADED ROAD LEADING EAST THROUGH
 GO0505'A METAL GATE.  THIS POINT IS WHERE THE HIGHWAY TAKES A TURN TO THE
 GO0505'LEFT AND DROPS OFF ON THE RIGHT INTO BEAUTIFUL VALLEY.
 GO0505'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GO0505'PROJECTING 7 CM ABOVE THE GROUND.  LOCATED 62.1 M (203.7 FT) EAST OF
 GO0505'THE CENTERLINE OF THE HIGHWAY, 32.1 M (105.3 FT) EAST OF RIGHT-OF-WAY
 GO0505'FENCELINE AND A FIBERGLASS WITNESS POST, 25.5 M (83.7 FT)
 GO0505'EAST-NORTHEAST OF RM 2 AND 22.9 M (75.1 FT) SOUTH OF THE CENTER OF A
 GO0505'GRADED ROAD LEADING EAST TO INDIAN HUTS.
 GO0505
 GO0505                          STATION RECOVERY (1992)
 GO0505
 GO0505'RECOVERED 1992
 GO0505'RECOVERED IN GOOD CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1995)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GO0505'RECOVERED AS DESCRIBED.
 GO0505
 GO0505                          STATION RECOVERY (1998)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GO0505'THE STATION IS LOCATED 45.87 KM (28.50 MI) NORTHWEST OF GANADO, 12.87
 GO0505'KM (8.00 MI) SOUTH OF CHINLE, ON THE EAST SIDE OF US HIGHWAY 191, 0.08
 GO0505'KM (0.05 MI) SOUTH OF HIGHWAY MILEPOST 440.  TO REACH THE STATION FROM
 GO0505'THE JUNCTION OF US HIGHWAY 191 AND STATE HIGHWAY 264 LOCATED ABOUT
 GO0505'9.65 KM (6.00 MI) NORTHWEST OF GANADO, GO NORTH ON US HIGHWAY 191 FOR
 GO0505'36.21 KM (22.50 MI) TO A DIRT ROAD ON THE RIGHT JUST BEFORE REACHING
 GO0505'HIGHWAY MILEPOST 440.  TURN RIGHT, EAST PASSING OVER A CATTLE GUARD
 GO0505'FOR 30.48 M (100.00 FT) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH
 GO0505'AND THE STATION IN THE SOUTHEAST ANGLE OF THE ROADS.  THE STATION IS A
 GO0505'US COAST AND GEODETIC TRIANGULATION STATION DISK SET IN TOP OF A
 GO0505'CONCRETE POST PROJECTING 7 CM ABOVE GROUND.  IT IS 62.18 M (204.00 FT)
 GO0505'EAST OF THE CENTER OF THE HIGHWAY, 25.30 M (83.01 FT) EAST OF RM 1,
 GO0505'31.7 M (104.0 FT) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND
 GO0505'FIBERGLASS WITNESS POST SET IN THE FENCE LINE, 22.86 M (75.00 FT)
 GO0505'SOUTH OF THE CENTER OF THE DIRT ROAD LEADING EAST AND 9.75 M (31.99
 GO0505'FT) EAST OF OF THE CENTER OF THE DIRT ROAD LEADING SOUTH.
 GO0505
 GO0505                          STATION RECOVERY (1999)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GO0505'RECOVERED AS DESCRIBED.
 GO0505
 GO0505                          STATION RECOVERY (1999)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GO0505'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 GO0505'25.63 M (84.09 FT) EAST-NORTHEAST OF RM 2, NOT RM 1 WHICH COULD NOT BE
 GO0505'LOCATED ON THIS DATE.
 GO0505
 GO0505                          STATION RECOVERY (2005)
 GO0505
 GO0505'RECOVERY NOTE BY 3001, INC 2005 (JCP)
 GO0505'DESCRITION IS GOOD
 GO0505'FOUND BY JOHN PURPERA
 GO0505'3001,INC 10/13/2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0167 ***********************************************************************
 GQ0167  DESIGNATION -  BEAVER
 GQ0167  PID         -  GQ0167
 GQ0167  STATE/COUNTY-  AZ/MOHAVE
 GQ0167  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0167
 GQ0167                         *CURRENT SURVEY CONTROL
 GQ0167  ___________________________________________________________________
 GQ0167* NAD 83(1992)-  36 54 53.54082(N)    113 53 00.01000(W)     ADJUSTED  
 GQ0167* NAVD 88     -       589.057  (meters)    1932.60   (feet)  POSTED    
 GQ0167  ___________________________________________________________________
 GQ0167  LAPLACE CORR-          13.77  (seconds)                    DEFLEC99
 GQ0167  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0167  DYNAMIC HT  -         588.470 (meters)    1930.67  (feet)  COMP
 GQ0167  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 GQ0167
 GQ0167  HORZ ORDER  -  SECOND
 GQ0167  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0167
 GQ0167.The horizontal coordinates were established by classical geodetic methods
 GQ0167.and adjusted by the National Geodetic Survey in August 1993..
 GQ0167
 GQ0167.The orthometric height was determined by differential leveling
 GQ0167.and adjusted by the National Geodetic Survey in 1992..
 GQ0167.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0167.rate of 1.1 thru 2.0 mm/km.
 GQ0167
 GQ0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0167
 GQ0167.The geoid height was determined by GEOID03.
 GQ0167
 GQ0167.The dynamic height is computed by dividing the NAVD 88
 GQ0167.geopotential number by the normal gravity value computed on the
 GQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0167.degrees latitude (g = 980.6199 gals.).
 GQ0167
 GQ0167.The modeled gravity was interpolated from observed gravity values.
 GQ0167
 GQ0167;                    North         East     Units Scale Factor Converg.
 GQ0167;SPC AZ W     -   656,054.028   201,479.101   MT  0.99993507   -0 04 48.3
 GQ0167;SPC AZ W     - 2,152,408.23    661,020.67   iFT  0.99993507   -0 04 48.3
 GQ0167;SPC UT S     - 3,030,253.505   287,628.098   MT  1.00006544   -1 27 36.9
 GQ0167;UTM  12      - 4,089,312.809   243,135.915   MT  1.00041290   -1 43 57.9
 GQ0167
 GQ0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0167!SPC AZ W     -   0.99991157  x   0.99993507  =   0.99984665
 GQ0167!SPC UT S     -   0.99991157  x   1.00006544  =   0.99997701
 GQ0167!UTM  12      -   0.99991157  x   1.00041290  =   1.00032444
 GQ0167
 GQ0167:                Primary Azimuth Mark                     Grid Az
 GQ0167:SPC AZ W     -  NEHI                                     005 05 31.4
 GQ0167:SPC UT S     -  NEHI                                     006 28 20.0
 GQ0167:UTM  12      -  NEHI                                     006 44 41.0
 GQ0167
 GQ0167|---------------------------------------------------------------------|
 GQ0167| PID    Reference Object                     Distance      Geod. Az  |
 GQ0167|                                                           dddmmss.s |
 GQ0167| GQ0424 NEHI                                APPROX. 1.9 KM 0050043.1 |
 GQ0167| GQ0168 BEAVER RM 1                          26.656 METERS 02053     |
 GQ0167| GQ0426 T41N R15W SECS 34 35 SC             APPROX. 1.9 KM 2275412.2 |
 GQ0167| GQ0166 BEAVER RM 2                          11.591 METERS 27601     |
 GQ0167|---------------------------------------------------------------------|
 GQ0167
 GQ0167                          SUPERSEDED SURVEY CONTROL
 GQ0167
 GQ0167  NAD 83(1986)-  36 54 53.53711(N)    113 53 00.00889(W) AD(       ) 2
 GQ0167  NAD 27      -  36 54 53.61380(N)    113 52 57.14150(W) AD(       ) 2
 GQ0167  NGVD 29 (??/??/92)  588.302  (m)         1930.12   (f) ADJ UNCH    2 0
 GQ0167
 GQ0167.Superseded values are not recommended for survey control.
 GQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0167.See file dsdata.txt to determine how the superseded data were derived.
 GQ0167
 GQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4313689313(NAD 83)
 GQ0167_MARKER: DS = TRIANGULATION STATION DISK
 GQ0167_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GQ0167_SP_SET: UNSPECIFIED ROCK
 GQ0167_STAMPING: BEAVER 1960
 GQ0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0167
 GQ0167  HISTORY     - Date     Condition        Report By
 GQ0167  HISTORY     - 1960     MONUMENTED       CGS
 GQ0167  HISTORY     - 1960     GOOD             CGS
 GQ0167  HISTORY     - 1962     GOOD             CGS
 GQ0167  HISTORY     - 1982     GOOD             NGS
 GQ0167
 GQ0167                          STATION DESCRIPTION
 GQ0167
 GQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0167'THE STATION IS ABOUT 3 MILES NORTHEAST OF LITTLEFIELD, AND
 GQ0167'110 FEET SOUTH OF THE SOUTH BANK OF THE VIRGIN RIVER.
 GQ0167'
 GQ0167'TO REACH THE STATION FROM THE POST OFFICE AT LITTLEFIELD GO
 GQ0167'NORTH ON THE MACADAM ROAD FOR 0.05 MILE TO A SAND TRACK ROAD
 GQ0167'ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTHEAST
 GQ0167'FOR 0.45 MILE TO THE VIRGIN RIVER.  CROSS THE RIVER AND
 GQ0167'GO NORTHEAST 0.05 MILE TO A GATE, PASS THRU GATE AND CONTINUE
 GQ0167'NORTHEAST ON THE TRACK ROAD FOR 0.6 MILE TO A GATE, PASS
 GQ0167'THRU GATE AND CONTINUE NORTHEAST ON THE TRACK ROAD FOR 2.4
 GQ0167'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH 0.05 MILE TO THE
 GQ0167'STATION.
 GQ0167'
 GQ0167'THE STATION MARK, STAMPED BEAVER 1960, IS A STANDARD DISK CEMENTED
 GQ0167'IN A DRILL HOLE IN OUTCROPPING BEDROCK IS 110 FEET SOUTH OF THE
 GQ0167'SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'REFERENCE MARK NO. 1, STAMPED BEAVER NO 1 1960, IS A STANDARD
 GQ0167'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 30
 GQ0167'FEET SOUTH OF THE SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 1960, IS A STANDARD
 GQ0167'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 90
 GQ0167'FEET SOUTH OF THE SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'INTERSECTION STATION GLO WAS USED FOR THE AZIMUTH MARK.  SEE
 GQ0167'DESCRIPTION THEREOF.
 GQ0167
 GQ0167                          STATION RECOVERY (1960)
 GQ0167
 GQ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GQ0167'3.55 MI NE FROM LITTLEFIELD.
 GQ0167'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0167'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0167'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0167'GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 2.4 MILES TO A
 GQ0167'Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK ROAD TO THE
 GQ0167'MARK, 110 FEET SOUTH OF THE SOUTH BANK OF THE VIRGIN RIVER.  THE MARK
 GQ0167'IS SET IN A DRILL HOLE IN ROCK.
 GQ0167
 GQ0167                          STATION RECOVERY (1962)
 GQ0167
 GQ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0167'STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 GQ0167'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 GQ0167'IN DIRECTION TO R.M. NO. 2 WAS FOUND, A SECOND SET OF OBSERVATIONS
 GQ0167'WERE TAKEN AND THE RESULTS MEANED.  A DIFFERENCE IN DISTANCE TO
 GQ0167'R.M. NO. 1 WAS FOUND.  THE DIRECTION TO GLO MARK WAS NOT TAKEN
 GQ0167'AT THIS TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW TO
 GQ0167'REACH FOLLOWS--
 GQ0167'
 GQ0167'TO REACH FROM FORKS JUST SOUTH OF SCHOOL HOUSE AND JUST EAST
 GQ0167'OF POST OFFICE IN LITTLEFIELD, TAKE LEFT FORK TOWARD RIVER
 GQ0167'FOR 0.05 MILE, TURN RIGHT PASSING TO THE LEFT OF A GREEN AND
 GQ0167'RED ROOFED BUILDING AND GO EASTERLY TOWARD RIVER THENCE SOUTHERLY
 GQ0167'ALONG WEST SIDE OF RIVER FOR 0.25 MILE TO FORK, TURN SHARP
 GQ0167'LEFT AND FORD RIVER IN A NORTHEASTERLY DIRECTION, AFTER FORDING
 GQ0167'RIVER KEEP RIGHT FORK OF ROAD AND GO 0.05 MILE TO GATE, PASS
 GQ0167'THROUGH GATE, TURN RIGHT AND GO SOUTH FOR 0.1 MILE, THENCE
 GQ0167'LEFT AND GO EAST FOR 0.1 MILE TO A GROUP OF COTTONWOOD TREES
 GQ0167'AND IRRIGATION DITCH, CROSS THE SMALL IRRIGATION DITCH AND
 GQ0167'GO EAST FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND GO
 GQ0167'EAST AND THEN SOUTHERLY ON DIM ROAD FOR 0.2 MILE TO TOP OF
 GQ0167'BENCH AND SMALL CAIRN ON LEFT, TURN LEFT AND FOLLOW THE DIM
 GQ0167'ROAD EAST AND NORTHEAST FOR 2.35 MILES TO GLO STATION
 GQ0167'ABOUT 0.05 MILE ON RIGHT (AZIMUTH MARK TO STATION BEAVER),
 GQ0167'CONTINUE NORTHEAST ON TRACK ROAD FOR 1.2 MILES, TURN LEFT
 GQ0167'AND GO NORTH FOR 0.05 MILE TO STATION.
 GQ0167'
 GQ0167'STATION MARK AND REFERENCE MARKS ARE SET INTO A DRILL HOLE IN ROCK
 GQ0167'OUTCROP.
 GQ0167'
 GQ0167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GQ0167
 GQ0167                          STATION RECOVERY (1982)
 GQ0167
 GQ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0167'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE AT
 GQ0167'MESQUITE, THENCE 16.25 KM (10.15 MI) NORTHEAST ALONG OLD U.S HWY 91,
 GQ0167'THENCE 4.95 KM (3.1 MIE NORTHEAST ALONG I-15, IN THE TOP CENTER OF A
 GQ0167'X G LINESTONE OUTCROP PROJECTING 0.5 FT. 0.5 KM (0.3 MI) SOUTHWEST OF
 GQ0167'M.P. 12, 249.6 M (819.0 FT) NORTHWEST CENTERLINE SOUTH BOUND HWY
 GQ0167'LANES, 33.5 M (110.0 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST
 GQ0167'BANK OF THE VIRGIN RIVER, 26.6 M (87.5 FT) SOUTH OF RM 1, 11.6 M
 GQ0167'(38.0 FT) EAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0543 ***********************************************************************
 ER0543  DESIGNATION -  BEAVER
 ER0543  PID         -  ER0543
 ER0543  STATE/COUNTY-  AZ/APACHE
 ER0543  USGS QUAD   -  LITTLE MILKY WASH (1982)
 ER0543
 ER0543                         *CURRENT SURVEY CONTROL
 ER0543  ___________________________________________________________________
 ER0543* NAD 83(1992)-  34 42 31.37855(N)    109 45 40.68431(W)     ADJUSTED  
 ER0543* NAVD 88     -      1715.     (meters)    5627.     (feet)  SCALED    
 ER0543  ___________________________________________________________________
 ER0543  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0543  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ER0543
 ER0543  HORZ ORDER  -  SECOND
 ER0543
 ER0543.The horizontal coordinates were established by classical geodetic methods
 ER0543.and adjusted by the National Geodetic Survey in August 1993..
 ER0543
 ER0543.The orthometric height was scaled from a topographic map.
 ER0543
 ER0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0543
 ER0543.The geoid height was determined by GEOID03.
 ER0543
 ER0543;                    North         East     Units Scale Factor Converg.
 ER0543;SPC AZ E     -   411,337.833   250,492.124   MT  0.99991699   +0 13 51.0
 ER0543;SPC AZ E     - 1,349,533.57    821,824.55   iFT  0.99991699   +0 13 51.0
 ER0543;UTM  12      - 3,841,439.851   613,435.543   MT  0.99975860   +0 42 19.4
 ER0543
 ER0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0543!SPC AZ E     -   0.99973465  x   0.99991699  =   0.99965166
 ER0543!UTM  12      -   0.99973465  x   0.99975860  =   0.99949331
 ER0543
 ER0543|---------------------------------------------------------------------|
 ER0543| PID    Reference Object                     Distance      Geod. Az  |
 ER0543|                                                           dddmmss.s |
 ER0543| CD1569 BEAVER RM 1                          27.063 METERS 05219     |
 ER0543| CD1568 BEAVER AZ MK                                       0643004.4 |
 ER0543| ER0541 HIGHWAY 260 STA 399+03.8             13.136 METERS 15354     |
 ER0543| ER0542 BEAVER 2                             17.195 METERS 24430     |
 ER0543| CD1570 BEAVER RM 2                          16.798 METERS 31319     |
 ER0543|---------------------------------------------------------------------|
 ER0543
 ER0543                          SUPERSEDED SURVEY CONTROL
 ER0543
 ER0543  NAD 83(1986)-  34 42 31.37078(N)    109 45 40.69339(W) AD(       ) 2
 ER0543  NAD 27      -  34 42 31.25000(N)    109 45 38.29700(W) AD(       ) 2
 ER0543
 ER0543.Superseded values are not recommended for survey control.
 ER0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0543.See file dsdata.txt to determine how the superseded data were derived.
 ER0543
 ER0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1343641440(NAD 83)
 ER0543_MARKER: DS = TRIANGULATION STATION DISK
 ER0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0543
 ER0543  HISTORY     - Date     Condition        Report By
 ER0543  HISTORY     - 1936     MONUMENTED       CGS
 ER0543  HISTORY     - 1968     SEE DESCRIPTION  AZHD
 ER0543
 ER0543                          STATION DESCRIPTION
 ER0543
 ER0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0543'ABOUT 26 MILES SOUTHEAST OF HOLBROOK, ABOUT 20 MILES NORTH-NORTHWEST
 ER0543'OF CONCHO, ON U.S. HIGHWAY 260 AT THE POINT WHERE THE HIGHWAY
 ER0543'CROSSES THE DIVIDE BETWEEN MILKY WASH AND BEAVERDAM CREEK, NEAR
 ER0543'THE LINE BETWEEN SECS. 11 AND 12, T. 15 N., R. 24 E., 9.2 MILES
 ER0543'SOUTHEAST ALONG THE HIGHWAY FROM THE RANGER STATION IN THE
 ER0543'PETRIFIED FOREST NATIONAL MONUMENT, 3.2 MILES SOUTHEAST OF MILKY
 ER0543'WASH, ON THE CREST OF GRADE, 43 FEET NORTHWEST OF RIGHT-OF-WAY
 ER0543'POST 399 + 03.8, 42 FEET SOUTHWEST OF THE CENTER OF THE
 ER0543'HIGHWAY, 10 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 ER0543'
 ER0543'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 ER0543'NORTHEAST RIGHT-OF-WAY FENCE, ACROSS THE HIGHWAY.
 ER0543'
 ER0543'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE SOUTHWEST
 ER0543'RIGHT-OF-WAY FENCE.
 ER0543'
 ER0543'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST BY EAST
 ER0543'OF THE STATION, ON THE OLD HIGHWAY GRADE, AT CREST OF RISE, 15
 ER0543'FEET NORTHEAST OF THE CENTER OF THE ROAD.  TO REACH THE AZIMUTH
 ER0543'MARK FROM THE STATION, GO NORTHWEST ON U.S. HIGHWAY 66 FOR 0.6
 ER0543'MILE AND TURN RIGHT THROUGH WIRE GATE, THENCE NORTHEAST ON
 ER0543'TRACK ROAD FOR 0.5 MILE AND TURN RIGHT ON OLD HIGHWAY GRADE,
 ER0543'THENCE 1.05 MILE TO CREST OF RISE AND THE MARK ON THE LEFT.
 ER0543'
 ER0543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 260
 ER0543'AND 66 AT HOLBROOK, GO SOUTHEAST ON HIGHWAY 260 FOR 28.6 MILES,
 ER0543'OR 9.6 MILES PAST THE RANGER STATION AT THE JUNCTION OF HIGHWAYS
 ER0543'260 AND A-63 IN THE PETRIFIED NATIONAL FOREST, TO CREST OF GRADE
 ER0543'AND THE STATION ON THE LEFT.
 ER0543'
 ER0543'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ER0543'DESCRIBED.
 ER0543'
 ER0543'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ER0543
 ER0543                          STATION RECOVERY (1968)
 ER0543
 ER0543'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 ER0543'PUBLISHED DESCRIPTIONS WERE ADEQUATE FOR RECOVERY.  THE STATION
 ER0543'MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION BUT
 ER0543'DUE TO HIGHWAY CONSTRUCTION THE MARKS WERE DESTROYED AFTER
 ER0543'ESTABLISHING A NEW STATION BEAVER 2 1968 AND REFERENCE MARKS
 ER0543'3 AND 4.  THE ORIGINAL AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 ER0543'AND RETAINED FOR THE NEW STATION.
 ER0543'
 ER0543'BEAVER 2 1968 WAS SET ON LINE WITH BEAVER 1936 AND THE AZIMUTH
 ER0543'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5787 ***********************************************************************
 DH5787  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5787  DESIGNATION -  BEAVER
 DH5787  PID         -  DH5787
 DH5787  STATE/COUNTY-  AZ/YAVAPAI
 DH5787  USGS QUAD   -  LAKE MONTEZUMA (1969)
 DH5787
 DH5787                         *CURRENT SURVEY CONTROL
 DH5787  ___________________________________________________________________
 DH5787* NAD 83(1992)-  34 39 13.09408(N)    111 46 43.82626(W)     ADJUSTED  
 DH5787* NAVD 88     -      1090.00   (meters)    3576.1    (feet)  GPS OBS   
 DH5787  ___________________________________________________________________
 DH5787  X           -  -1,949,085.461 (meters)                     COMP
 DH5787  Y           -  -4,878,285.301 (meters)                     COMP
 DH5787  Z           -   3,606,930.265 (meters)                     COMP
 DH5787  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 DH5787  ELLIP HEIGHT-        1064.62  (meters)          (05/31/05) GPS OBS
 DH5787  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DH5787
 DH5787  HORZ ORDER  -  A
 DH5787  ELLP ORDER  -  FOURTH    CLASS II
 DH5787
 DH5787.The horizontal coordinates were established by GPS observations
 DH5787.and adjusted by the National Geodetic Survey in May 2005..
 DH5787
 DH5787.The orthometric height was determined by GPS observations and a
 DH5787.high-resolution geoid model using precise GPS observation and
 DH5787.processing techniques.
 DH5787
 DH5787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5787
 DH5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5787
 DH5787.The ellipsoidal height was determined by GPS observations
 DH5787.and is referenced to NAD 83.
 DH5787
 DH5787.The geoid height was determined by GEOID03.
 DH5787
 DH5787;                    North         East     Units Scale Factor Converg.
 DH5787;SPC AZ C     -   405,162.112   225,993.415   MT  0.99990197   +0 04 42.1
 DH5787;SPC AZ C     - 1,329,272.02    741,448.21   iFT  0.99990197   +0 04 42.1
 DH5787;UTM  12      - 3,834,909.678   428,630.546   MT  0.99966278   -0 26 34.4
 DH5787
 DH5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5787!SPC AZ C     -   0.99983291  x   0.99990197  =   0.99973490
 DH5787!UTM  12      -   0.99983291  x   0.99966278  =   0.99949575
 DH5787
 DH5787                          SUPERSEDED SURVEY CONTROL
 DH5787
 DH5787.No superseded survey control is available for this station.
 DH5787
 DH5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2863134910(NAD 83)
 DH5787_MARKER: DD = SURVEY DISK
 DH5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5787_STAMPING: STA 135+00.00 1967
 DH5787_MARK LOGO: AZDT  
 DH5787_PROJECTION: PROJECTING 10 CENTIMETERS
 DH5787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5787+STABILITY: SURFACE MOTION
 DH5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5787+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5787
 DH5787  HISTORY     - Date     Condition        Report By
 DH5787  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5787
 DH5787                          STATION DESCRIPTION
 DH5787
 DH5787'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5787'STAMPING IS  'STA 135+00.00 1967'
 DH5787' 
 DH5787'THE STATION IS LOCATED IN RIMROCK ARIZONA ON THE SOUTHEAST RIGHT OF
 DH5787'WAY OF BEAVER CREEK ROAD AT STA 135+00.00 LOCATED 6 MILES NORTH OF
 DH5787'CAMP VERDE AND 2.8 MILES NORTHEAST OF MCGUIREVILLE ON BEAVER CREEK
 DH5787'ROAD.
 DH5787' 
 DH5787'STATION LIES IN COUNTY RIGHT OF WAY FOR BEAVER CREEK ROAD.
 DH5787' 
 DH5787'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 17 MILE POST
 DH5787'298 AND COUNTY HIGHWAY 30, (AKA CORNVILLE ROAD) MILE 0.0 GO NORTHEAST
 DH5787'0.3 MILE ON BEAVER CREEK ROAD ACROSS THE BRIDGE OVER DRY BEAVER CREEK,
 DH5787'CONTINUE ON BEAVER CREEK ROAD PAST THE FIRE STATION AT MILE 1.5, PAST
 DH5787'THE US POST OFFICE AT MILE 2.0 TO MILE 2.8 NEAR THE INTERSECTION OF
 DH5787'BEAVER CREEK ROAD AND POINT OF VIEW TRAIL (A ROAD RUNNING NORTH). THE
 DH5787'STATION IS SOUTH 30 FEET AND EAST 30 FEET OF THE ROAD INTERSECTION.
 DH5787'THE STATION IS ON THE EAST RIGHT OF WAY BEAVER CREEK ROAD 8 FEET WEST
 DH5787'OF A MESQUITE TREE AND 3.2 FEET EAST OF AN ARIZONA HIGHWAY DEPARTMENT
 DH5787'ANGLE IRON. THE STATION IS A BRASS CAP IN CONCRETE, 0.3 FEET ABOVE
 DH5787'NATURAL GROUND STAMPED 'STA 135+00.00 1967'
 DH5787' 
 DH5787'DESCRIBED BY IVO W. BUDDEKE III, RIMROCK LAND SURVEYS, JUNE 2005 (JC)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0542 ***********************************************************************
 ER0542  DESIGNATION -  BEAVER 2
 ER0542  PID         -  ER0542
 ER0542  STATE/COUNTY-  AZ/APACHE
 ER0542  USGS QUAD   -  LITTLE MILKY WASH (1982)
 ER0542
 ER0542                         *CURRENT SURVEY CONTROL
 ER0542  ___________________________________________________________________
 ER0542* NAD 83(1992)-  34 42 31.13832(N)    109 45 41.29419(W)     ADJUSTED  
 ER0542* NAVD 88     -      1714.8    (meters)    5626.     (feet)  VERTCON   
 ER0542  ___________________________________________________________________
 ER0542  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0542  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ER0542
 ER0542  HORZ ORDER  -  SECOND
 ER0542
 ER0542.The horizontal coordinates were established by classical geodetic methods
 ER0542.and adjusted by the National Geodetic Survey in August 1993..
 ER0542.No horizontal observational check was made to the station.
 ER0542
 ER0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0542
 ER0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0542
 ER0542.The geoid height was determined by GEOID03.
 ER0542
 ER0542;                    North         East     Units Scale Factor Converg.
 ER0542;SPC AZ E     -   411,330.368   250,476.636   MT  0.99991697   +0 13 50.6
 ER0542;SPC AZ E     - 1,349,509.08    821,773.74   iFT  0.99991697   +0 13 50.6
 ER0542;UTM  12      - 3,841,432.260   613,420.119   MT  0.99975855   +0 42 19.1
 ER0542
 ER0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0542!SPC AZ E     -   0.99973465  x   0.99991697  =   0.99965164
 ER0542!UTM  12      -   0.99973465  x   0.99975855  =   0.99949326
 ER0542
 ER0542                          SUPERSEDED SURVEY CONTROL
 ER0542
 ER0542  NAD 83(1986)-  34 42 31.13056(N)    109 45 41.30327(W) AD(       ) 2
 ER0542  NAD 27      -  34 42 31.00977(N)    109 45 38.90687(W) AD(       ) 2
 ER0542  NGVD 29 (07/19/86) 1714.0    (m)         5623.     (f) VERT ANG       
 ER0542
 ER0542.Superseded values are not recommended for survey control.
 ER0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0542.See file dsdata.txt to determine how the superseded data were derived.
 ER0542
 ER0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1342041432(NAD 83)
 ER0542_MARKER: DS = TRIANGULATION STATION DISK
 ER0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0542
 ER0542  HISTORY     - Date     Condition        Report By
 ER0542  HISTORY     - 1968     MONUMENTED       AZHD
 ER0542
 ER0542                          STATION DESCRIPTION
 ER0542
 ER0542'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 ER0542'THE STATION IS LOCATED ABOUT 26 MILES SOUTHEAST OF HOLBROOK,
 ER0542'20 MILES NORTH-NORTHWEST OF CONCHO, ON U.S. HIGHWAY 180 AT THE
 ER0542'POINT WHERE THE HIGHWAY CROSSES THE DIVIDE BETWEEN MILKY WASH
 ER0542'AND BEAVERDAM CREEK, NEAR THE LINE BETWEEN SECTIONS 11 AND 12,
 ER0542'T 15 N, R 24 E., 9.2 MILES SOUTHEAST ALONG THE HIGHWAY FROM
 ER0542'RANGER STATION IN THE PETRIFIED FOREST NATIONAL MONUMENT, 3.2
 ER0542'MILES SOUTHEAST OF MILKY WASH, ON THE CREST OF GRADE.
 ER0542'
 ER0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND
 ER0542'66 IN HOLBROOK, GO SOUTHEAST ON HIGHWAY 180 FOR 28.6 MILES
 ER0542'(9.6 MILES PAST THE RANGER STATION AT THE JUNCTION OF HIGHWAYS
 ER0542'180 AND A-63 IN THE PETRIFIED NATIONAL FOREST) TO CREST OF
 ER0542'GRADE AND STATION ON THE RIGHT AS DESCRIBED.
 ER0542'
 ER0542'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 2 1968 AND
 ER0542'IS SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT
 ER0542'PROJECTING 6 INCHES.  IT IS 112 FEET NORTHWEST OF RIGHT-OF-WAY
 ER0542'POST 399+03.8, 103.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ER0542'HIGHWAY AND 3.5 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY
 ER0542'FENCE.
 ER0542'
 ER0542'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER NO 3 1968
 ER0542'AND IS 2 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY FENCE.
 ER0542'
 ER0542'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER NO 4 1968
 ER0542'AND IS 2 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY
 ER0542'FENCE.
 ER0542'
 ER0542'(DATA FROM ORIGINAL 1936 DESCRIPTION)
 ER0542'
 ER0542'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST BY EAST OF
 ER0542'THE STATION, ON THE OLD HIGHWAY GRADE, AT CREST OF RISE, 15
 ER0542'FEET NORTHEAST OF THE CENTER OF THE ROAD.  TO REACH THE AZIMUTH
 ER0542'MARK FROM THE STATION, GO NORTHWEST ON U.S. HIGHWAY 180 (260
 ER0542'IN ORIGINAL DESCRIPTION) FOR 0.6 MILE, TURN RIGHT THROUGH WIRE
 ER0542'GATE, THENCE NORTHEAST ON TRACK ROAD FOR 0.5 MILE AND TURN RIGHT
 ER0542'ON HIGHWAY GRADE, THENCE 1.05 MILES CREST OF RISE AND THE MARK
 ER0542'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0168 ***********************************************************************
 GQ0168  DESIGNATION -  BEAVER RM 1
 GQ0168  PID         -  GQ0168
 GQ0168  STATE/COUNTY-  AZ/MOHAVE
 GQ0168  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0168
 GQ0168                         *CURRENT SURVEY CONTROL
 GQ0168  ___________________________________________________________________
 GQ0168* NAD 83(1986)-  36 54 53.     (N)    113 53 00.     (W)     SCALED    
 GQ0168* NAVD 88     -       588.337  (meters)    1930.24   (feet)  POSTED    
 GQ0168  ___________________________________________________________________
 GQ0168  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0168  DYNAMIC HT  -         587.750 (meters)    1928.31  (feet)  COMP
 GQ0168  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 GQ0168
 GQ0168  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0168
 GQ0168.The horizontal coordinates were scaled from a topographic map and have
 GQ0168.an estimated accuracy of +/- 6 seconds.
 GQ0168
 GQ0168.The orthometric height was determined by differential leveling
 GQ0168.and adjusted by the National Geodetic Survey in 1992..
 GQ0168.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0168.rate of 1.1 thru 2.0 mm/km.
 GQ0168
 GQ0168.The geoid height was determined by GEOID03.
 GQ0168
 GQ0168.The dynamic height is computed by dividing the NAVD 88
 GQ0168.geopotential number by the normal gravity value computed on the
 GQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0168.degrees latitude (g = 980.6199 gals.).
 GQ0168
 GQ0168.The modeled gravity was interpolated from observed gravity values.
 GQ0168
 GQ0168;                    North         East    Units  Estimated Accuracy
 GQ0168;SPC AZ W     -   656,040.      201,480.      MT  (+/- 180 meters Scaled)
 GQ0168
 GQ0168                          SUPERSEDED SURVEY CONTROL
 GQ0168
 GQ0168  NGVD 29 (??/??/92)  587.582  (m)         1927.76   (f) ADJ UNCH    2 0
 GQ0168
 GQ0168.Superseded values are not recommended for survey control.
 GQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0168.See file dsdata.txt to determine how the superseded data were derived.
 GQ0168
 GQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF431892(NAD 83)
 GQ0168_MARKER: DR = REFERENCE MARK DISK
 GQ0168_SETTING: 0 = UNSPECIFIED SETTING
 GQ0168_STAMPING: BEAVER NO 1 1960
 GQ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0168
 GQ0168  HISTORY     - Date     Condition        Report By
 GQ0168  HISTORY     - 1960     MONUMENTED       CGS
 GQ0168  HISTORY     - 1982     GOOD             NGS
 GQ0168
 GQ0168                          STATION DESCRIPTION
 GQ0168
 GQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0168'3.55 MI NE FROM LITTLEFIELD.
 GQ0168'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0168'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0168'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0168'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST ON TRACK ROAD FOR
 GQ0168'2.4 MILES TO A Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK
 GQ0168'ROAD.  MARK IS 30 FEET SOUTH OF SOUTH BANK OF VIRGIN RIVER.
 GQ0168
 GQ0168                          STATION RECOVERY (1982)
 GQ0168
 GQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0168'SET IN TOP OF A 1.5 X 1.5 LIMESTONE BOULDER PROJECTING 0.5 ABOVE THE
 GQ0168'GROUND. 257.5 M 845.0 FT) NORTHWEST CENTERLINE OF THE SOUTH BOUND HWY
 GQ0168'LANES, 31.4 M (103.0 FT) NORTHEAST OF RM 2, 27.4 M (90.0 FT)
 GQ0168'SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST BANK OF THE 26.6 M (87.5
 GQ0168'FT) NORTH OF THE STAION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0166 ***********************************************************************
 GQ0166  DESIGNATION -  BEAVER RM 2
 GQ0166  PID         -  GQ0166
 GQ0166  STATE/COUNTY-  AZ/MOHAVE
 GQ0166  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0166
 GQ0166                         *CURRENT SURVEY CONTROL
 GQ0166  ___________________________________________________________________
 GQ0166* NAD 83(1986)-  36 54 53.     (N)    113 53 00.     (W)     SCALED    
 GQ0166* NAVD 88     -       588.593  (meters)    1931.08   (feet)  POSTED    
 GQ0166  ___________________________________________________________________
 GQ0166  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0166  DYNAMIC HT  -         588.010 (meters)    1929.16  (feet)  COMP
 GQ0166  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 GQ0166
 GQ0166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0166
 GQ0166.The horizontal coordinates were scaled from a topographic map and have
 GQ0166.an estimated accuracy of +/- 6 seconds.
 GQ0166
 GQ0166.The orthometric height was determined by differential leveling
 GQ0166.and adjusted by the National Geodetic Survey in 1992..
 GQ0166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0166.rate of 0.0 thru 1.0 mm/km.
 GQ0166
 GQ0166.The geoid height was determined by GEOID03.
 GQ0166
 GQ0166.The dynamic height is computed by dividing the NAVD 88
 GQ0166.geopotential number by the normal gravity value computed on the
 GQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0166.degrees latitude (g = 980.6199 gals.).
 GQ0166
 GQ0166.The modeled gravity was interpolated from observed gravity values.
 GQ0166
 GQ0166;                    North         East    Units  Estimated Accuracy
 GQ0166;SPC AZ W     -   656,040.      201,480.      MT  (+/- 180 meters Scaled)
 GQ0166
 GQ0166                          SUPERSEDED SURVEY CONTROL
 GQ0166
 GQ0166  NGVD 29 (??/??/92)  587.838  (m)         1928.60   (f) ADJ UNCH    2 0
 GQ0166
 GQ0166.Superseded values are not recommended for survey control.
 GQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0166.See file dsdata.txt to determine how the superseded data were derived.
 GQ0166
 GQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF431892(NAD 83)
 GQ0166_MARKER: DR = REFERENCE MARK DISK
 GQ0166_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0166_SP_SET: BEDROCK
 GQ0166_STAMPING: BEAVER NO 2 1960
 GQ0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0166+STABILITY: POSITION/ELEVATION WELL
 GQ0166
 GQ0166  HISTORY     - Date     Condition        Report By
 GQ0166  HISTORY     - 1960     MONUMENTED       CGS
 GQ0166  HISTORY     - 1982     GOOD             NGS
 GQ0166
 GQ0166                          STATION DESCRIPTION
 GQ0166
 GQ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0166'3.55 MI NE FROM LITTLEFIELD.
 GQ0166'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0166'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0166'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0166'GATE.  PASS THROUGH GATE AND CONTINUE NORTHEAST ON TRACK ROAD FOR 2.4
 GQ0166'MILES TO A Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK
 GQ0166'ROAD TO THE MARK, 90 FEET SOUTH OF SOUTH BANK OF THE VIRGIN RIVER, SET
 GQ0166'IN A DRILL HOLE IN BEDROCK.
 GQ0166
 GQ0166                          STATION RECOVERY (1982)
 GQ0166
 GQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0166'IN TOP OF THE HIGHEST POINT OF A 1 X 1 BLACK BOLCANIC BOULDER
 GQ0166'PROJECTING 0.5 FT, 255.4 M (838.0 FT) NORTHWEST CENTERLINE OF THE
 GQ0166'SOUTH BOUND HWY. LANES, 31.4 M (103.0 FT) NORTHEAST OF RM 1, 9.1 M
 GQ0166'(30.0 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST BANK OF THE 11.6
 GQ0166'M (38.0 FT) WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0482 ***********************************************************************
 ER0482  DESIGNATION -  BECK
 ER0482  PID         -  ER0482
 ER0482  STATE/COUNTY-  AZ/APACHE
 ER0482  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0482
 ER0482                         *CURRENT SURVEY CONTROL
 ER0482  ___________________________________________________________________
 ER0482* NAD 83(1992)-  34 10 10.12842(N)    109 18 52.53049(W)     ADJUSTED  
 ER0482* NAVD 88     -      2145.0    (meters)    7037.     (feet)  VERTCON   
 ER0482  ___________________________________________________________________
 ER0482  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 ER0482  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 ER0482
 ER0482  HORZ ORDER  -  SECOND
 ER0482
 ER0482.The horizontal coordinates were established by classical geodetic methods
 ER0482.and adjusted by the National Geodetic Survey in August 1993..
 ER0482
 ER0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0482
 ER0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0482
 ER0482.The geoid height was determined by GEOID03.
 ER0482
 ER0482;                    North         East     Units Scale Factor Converg.
 ER0482;SPC AZ E     -   351,779.449   291,915.297   MT  0.99997604   +0 28 42.9
 ER0482;SPC AZ E     - 1,154,132.05    957,727.35   iFT  0.99997604   +0 28 42.9
 ER0482;UTM  12      - 3,782,231.302   655,342.343   MT  0.99989747   +0 56 48.4
 ER0482
 ER0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0482!SPC AZ E     -   0.99966693  x   0.99997604  =   0.99964298
 ER0482!UTM  12      -   0.99966693  x   0.99989747  =   0.99956444
 ER0482
 ER0482:                Primary Azimuth Mark                     Grid Az
 ER0482:SPC AZ E     -  STATE                                    087 52 37.8
 ER0482:UTM  12      -  STATE                                    087 24 32.3
 ER0482
 ER0482|---------------------------------------------------------------------|
 ER0482| PID    Reference Object                     Distance      Geod. Az  |
 ER0482|                                                           dddmmss.s |
 ER0482| ER0475 STATE                               APPROX. 7.2 KM 0882120.7 |
 ER0482| CD1576 BECK RM 1                             9.588 METERS 16032     |
 ER0482| CD1577 BECK RM 2                            18.660 METERS 22631     |
 ER0482|---------------------------------------------------------------------|
 ER0482
 ER0482                          SUPERSEDED SURVEY CONTROL
 ER0482
 ER0482  NAD 83(1986)-  34 10 10.12697(N)    109 18 52.53680(W) AD(       ) 2
 ER0482  NAD 27      -  34 10 09.96225(N)    109 18 50.22387(W) AD(       ) 2
 ER0482  NGVD 29 (07/19/86) 2144.1    (m)         7034.     (f) VERT ANG       
 ER0482
 ER0482.Superseded values are not recommended for survey control.
 ER0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0482.See file dsdata.txt to determine how the superseded data were derived.
 ER0482
 ER0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5534282231(NAD 83)
 ER0482_MARKER: DD = SURVEY DISK
 ER0482_SETTING: 80 = SET IN A BOULDER
 ER0482_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0482+STABILITY: SURFACE MOTION
 ER0482
 ER0482  HISTORY     - Date     Condition        Report By
 ER0482  HISTORY     - 1978     MONUMENTED       AZDT
 ER0482
 ER0482                          STATION DESCRIPTION
 ER0482
 ER0482'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0482'THE STATION IS ABOUT 2 MILES NORTHWEST OF SPRINGERVILLE ALONG THE
 ER0482'SOUTH SIDE OF U.S. HWY. 60 ON A LOW HILL.
 ER0482'
 ER0482'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BECK 1978---
 ER0482'EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED BY A WITNESS POST AND
 ER0482'SIGN 4.7 FEET TO THE SOUTHEAST.
 ER0482'
 ER0482'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BECK R.M. 1
 ER0482'1978---EPOXIED TO A ROCK.
 ER0482'
 ER0482'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BECK R.M. 2
 ER0482'1978---EPOXIED TO A ROCK.
 ER0482'
 ER0482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60,
 ER0482'5 MILES WEST OF SPRINGERVILLE, TRAVEL EAST ON HWY. 60 FOR 0.3 MILE TO
 ER0482'MILE POST 384.81 AND STATION ON THE RIGHT, ABOUT 500 FEET SOUTH OF
 ER0482'HWY. CENTERLINE ON A LOW HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1277 ***********************************************************************
 DV1277  DESIGNATION -  BED ROCK 1
 DV1277  PID         -  DV1277
 DV1277  STATE/COUNTY-  AZ/MARICOPA
 DV1277  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1277
 DV1277                         *CURRENT SURVEY CONTROL
 DV1277  ___________________________________________________________________
 DV1277* NAD 83(1992)-  33 33 00.95187(N)    112 30 51.52030(W)     ADJUSTED  
 DV1277* NAVD 88     -       462.377  (meters)    1516.98   (feet)  ADJUSTED  
 DV1277  ___________________________________________________________________
 DV1277  X           -  -2,037,620.687 (meters)                     COMP
 DV1277  Y           -  -4,915,778.253 (meters)                     COMP
 DV1277  Z           -   3,505,220.785 (meters)                     COMP
 DV1277  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DV1277  ELLIP HEIGHT-         432.30  (meters)          (01/27/00) GPS OBS
 DV1277  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV1277  DYNAMIC HT  -         461.845 (meters)    1515.24  (feet)  COMP
 DV1277  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV1277
 DV1277  HORZ ORDER  -  A
 DV1277  VERT ORDER  -  FIRST     CLASS II
 DV1277  ELLP ORDER  -  FIRST     CLASS I
 DV1277
 DV1277.The horizontal coordinates were established by GPS observations
 DV1277.and adjusted by the National Geodetic Survey in January 2000..
 DV1277
 DV1277.The orthometric height was determined by differential leveling
 DV1277.and adjusted by the National Geodetic Survey in June 1991..
 DV1277
 DV1277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1277
 DV1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1277
 DV1277.The ellipsoidal height was determined by GPS observations
 DV1277.and is referenced to NAD 83.
 DV1277
 DV1277.The geoid height was determined by GEOID03.
 DV1277
 DV1277.The dynamic height is computed by dividing the NAVD 88
 DV1277.geopotential number by the normal gravity value computed on the
 DV1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1277.degrees latitude (g = 980.6199 gals.).
 DV1277
 DV1277.The modeled gravity was interpolated from observed gravity values.
 DV1277
 DV1277;                    North         East     Units Scale Factor Converg.
 DV1277;SPC AZ C     -   282,934.886   157,862.623   MT  0.99993796   -0 19 49.1
 DV1277;SPC AZ C     -   928,264.06    517,921.99   iFT  0.99993796   -0 19 49.1
 DV1277;UTM  12      - 3,713,318.888   359,417.564   MT  0.99984365   -0 50 13.4
 DV1277
 DV1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1277!SPC AZ C     -   0.99993214  x   0.99993796  =   0.99987010
 DV1277!UTM  12      -   0.99993214  x   0.99984365  =   0.99977580
 DV1277
 DV1277                          SUPERSEDED SURVEY CONTROL
 DV1277
 DV1277  NAVD 88 (01/27/00)  462.38   (m)         1517.0    (f) LEVELING    3  
 DV1277
 DV1277.Superseded values are not recommended for survey control.
 DV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1277.See file dsdata.txt to determine how the superseded data were derived.
 DV1277
 DV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5941813319(NAD 83)
 DV1277_MARKER: DB = BENCH MARK DISK
 DV1277_SETTING: 66 = SET IN ROCK OUTCROP
 DV1277_SP_SET: ROCK OUTCROP
 DV1277_STAMPING: BED ROCK 1 USGS
 DV1277_MARK LOGO: USGS  
 DV1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1277+STABILITY: POSITION/ELEVATION WELL
 DV1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1277+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DV1277
 DV1277  HISTORY     - Date     Condition        Report By
 DV1277  HISTORY     - UNK      MONUMENTED       USGS
 DV1277  HISTORY     - 1981     GOOD             NGS
 DV1277  HISTORY     - 19981006 GOOD             AZ-013
 DV1277  HISTORY     - 20000310 GOOD             MCDOT
 DV1277  HISTORY     - 20060602 GOOD             EVANS
 DV1277
 DV1277                          STATION DESCRIPTION
 DV1277
 DV1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1277'27.4 KM (17.0 MI) NW FROM GOODYEAR.
 DV1277'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1277'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1277'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1277'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1277'PARALLELING A POWER LINE, THENCE 2.8 KM (1.75 MI) WEST ALONG THE SOUTH
 DV1277'ONE OF TWO DIRT ROADS, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A DIRT
 DV1277'ROAD, ON THE NORTHEAST SLOPE OF A RIDGE TO THE NORTH, A 1-INCH SURVEY
 DV1277'DISK CEMENTED IN TOP OF A ROCK OUTCROP, 66 METERS (216.7 FT) WEST OF
 DV1277'THE CENTERLINE OF THE ROAD, 54.5 METERS (179 FT) WEST OF BENCH MARK
 DV1277'N 475, 10.4 METERS (34 FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE
 DV1277'OUTCROP, 1 METER (3.5 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 DV1277'THE MARK IS 10 M ABOVE THE ROAD.
 DV1277
 DV1277                          STATION RECOVERY (1998)
 DV1277
 DV1277'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1277'GENERAL STATION LOCATION IS 30 MI (48.3 KM) WEST OF PHOENIX, ARIZONA.
 DV1277'RECOVERED AS DESCRIBED.
 DV1277
 DV1277                          STATION RECOVERY (2000)
 DV1277
 DV1277'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1277'STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY
 DV1277'OF SURPRISE INSIDE THE CASE PROVING GROUNDS, TOWNSHIP 2 NORTH, RANGE 2
 DV1277'WEST, SECTION 6
 DV1277'OWNERSHIP - PRIVATE
 DV1277'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND COTTON LANE,
 DV1277'DRIVE NORTH ON COTTON LANE 6 MI (9.7 KM) TO NORTHERN AVENUE, THENCE
 DV1277'TURN LEFT (WEST) ON NORTHERN AVENUE AND DRIVE 2.1 MI (3.4 KM) TO END
 DV1277'OF PAVEMENT, THENCE CONTINUE WESTBOUND ON NORTHERN AVENUE FOR 0.45 MI
 DV1277'(0.72 KM) TO THE MAIN GATE OF THE CASE PROVING GROUNDS, THENCE
 DV1277'CONTINUE THROUGH GATE AND DRIVE 0.43 MI (0.69 KM) TO A SECOND GATE,
 DV1277'THENCE CONTINUE THROUGH GATE AND DRIVE 0.43 MI (0.69 KM) TO A THIRD
 DV1277'GATE (NOTE THAT THE ROAD WILL FIRST CURVE TO THE SOUTH THEN PROCEED
 DV1277'BACK TOWARDS THE MAIN COMPLEX, DO NOT DRIVE THROUGH MAIN THE COMPLEX
 DV1277'AREA, CONTINUE WESTBOUND TO THIRD GATE) , THENCE CONTINUE THROUGH GATE
 DV1277'AND DRIVE 0.80 MI (1.29 KM) TO A FOURTH GATE, THENCE CONTINUE THROUGH
 DV1277'GATE AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD, THENCE DRIVE SOUTH ON
 DV1277'DIRT ROAD 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT (WEST) AT THE
 DV1277'TOP OF THE HILL
 DV1277'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 DV1277'STATION TIES - NONE AVAILABLE
 DV1277'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV1277'VISIT-WWW.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DV1277
 DV1277                          STATION RECOVERY (2006)
 DV1277
 DV1277'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JT)
 DV1277'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0247 ***********************************************************************
 ET0247  DESIGNATION -  BEE
 ET0247  PID         -  ET0247
 ET0247  STATE/COUNTY-  AZ/YAVAPAI
 ET0247  USGS QUAD   -  BUMBLE BEE (1969)
 ET0247
 ET0247                         *CURRENT SURVEY CONTROL
 ET0247  ___________________________________________________________________
 ET0247* NAD 83(1992)-  34 12 07.86889(N)    112 07 53.57774(W)     ADJUSTED  
 ET0247* NAVD 88     -      1043.64   (+/-2cm)    3424.0    (feet)  VERTCON   
 ET0247  ___________________________________________________________________
 ET0247  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 ET0247  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0247
 ET0247  HORZ ORDER  -  SECOND
 ET0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0247
 ET0247.The horizontal coordinates were established by classical geodetic methods
 ET0247.and adjusted by the National Geodetic Survey in August 1993..
 ET0247
 ET0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0247.The vertical order pertains to the NGVD 29 superseded value.
 ET0247
 ET0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0247
 ET0247.The geoid height was determined by GEOID03.
 ET0247
 ET0247;                    North         East     Units Scale Factor Converg.
 ET0247;SPC AZ C     -   355,099.782   193,557.228   MT  0.99990483   -0 07 14.8
 ET0247;SPC AZ C     - 1,165,025.53    635,030.28   iFT  0.99990483   -0 07 14.8
 ET0247;UTM  12      - 3,785,153.013   395,749.580   MT  0.99973397   -0 38 10.0
 ET0247
 ET0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0247!SPC AZ C     -   0.99984050  x   0.99990483  =   0.99974535
 ET0247!UTM  12      -   0.99984050  x   0.99973397  =   0.99957451
 ET0247
 ET0247:                Primary Azimuth Mark                     Grid Az
 ET0247:SPC AZ C     -  CURVE                                    054 15 50.4
 ET0247:UTM  12      -  CURVE                                    054 46 45.6
 ET0247
 ET0247|---------------------------------------------------------------------|
 ET0247| PID    Reference Object                     Distance      Geod. Az  |
 ET0247|                                                           dddmmss.s |
 ET0247| ET0921 CURVE                               APPROX. 5.3 KM 0540835.6 |
 ET0247| ET0246 BEE RM 1                              6.961 METERS 11325     |
 ET0247| ET0248 BEE RM 2                              8.019 METERS 22620     |
 ET0247|---------------------------------------------------------------------|
 ET0247
 ET0247                          SUPERSEDED SURVEY CONTROL
 ET0247
 ET0247  NAD 83(1986)-  34 12 07.86364(N)    112 07 53.57841(W) AD(       ) 2
 ET0247  NAD 27      -  34 12 07.74440(N)    112 07 51.00950(W) AD(       ) 2
 ET0247  NGVD 29 (??/??/92) 1042.995  (m)         3421.89   (f) ADJ UNCH    2 0
 ET0247
 ET0247.Superseded values are not recommended for survey control.
 ET0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0247.See file dsdata.txt to determine how the superseded data were derived.
 ET0247
 ET0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9575085153(NAD 83)
 ET0247_MARKER: DD = SURVEY DISK
 ET0247_SETTING: 80 = SET IN A BOULDER
 ET0247_SP_SET: BOULDER
 ET0247_STAMPING: BEE 1945
 ET0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0247+STABILITY: SURFACE MOTION
 ET0247
 ET0247  HISTORY     - Date     Condition        Report By
 ET0247  HISTORY     - 1959     MONUMENTED       CGS
 ET0247  HISTORY     - 1959     GOOD             NGS
 ET0247
 ET0247                          STATION DESCRIPTION
 ET0247
 ET0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0247'THE STATION IS LOCATED ON THE WEST END OF A RIDGE OVERLOOKING
 ET0247'THE AGUA FRIA RIVER, ABOUT 10 MILES NORTH OF THE POST OFFICE
 ET0247'AT BLACK CANYON, 1 MILE EAST OF BUMBLE BEE, 1 MILE NORTH
 ET0247'OF SUNSET POINT REST STOP AND 0.2 MILE WEST OF STATE HIGHWAY
 ET0247'69.
 ET0247'
 ET0247'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0247'GO NORTH ON STATE HIGHWAY 69 FOR 8.6 MILES TO SUNSET POINT
 ET0247'REST STOP ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY FOR
 ET0247'1.1 MILES (THIS IS 0.1 MILE SOUTH OF HIGHWAY MILE POST 258).
 ET0247'FROM HERE PACK WEST ACROSS COUNTRY FOR 0.2 MILE TO THE WEST
 ET0247'END OF RIDGE AND THE STATION.
 ET0247'
 ET0247'THE STATION MARK, STAMPED BEE 1945 IS A STANDARD U.S. FOREST
 ET0247'SERVICE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ET0247'PROJECTS 1 FOOT AND IS 5.8 FEET WEST OF A WITNESS POST.
 ET0247'
 ET0247'REFERENCE MARK NO. 1, STAMPED BEE USFS NO 1 1958 IS A STANDARD
 ET0247'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0247'8 INCHES AND IS 17.5 FEET SOUTHEAST OF A WITNESS POST.
 ET0247'
 ET0247'REFERENCE MARK NO. 2, STAMPED BEE USFS NO 2 1958 IS A
 ET0247'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ET0247'PROJECTS 6 INCHES AND IS 31.1 FEET SOUTHWEST OF A WITNESS
 ET0247'POST.
 ET0247'
 ET0247'TRIANGULATION STATION CURVE CAN BE USED FOR AN AZIMUTH MARK.
 ET0247
 ET0247                          STATION RECOVERY (1959)
 ET0247
 ET0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0247'9.7 MI N FROM BLACK CANYON.
 ET0247'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0247'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0247'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE, 5.8
 ET0247'FEET WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 ET0247'THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1336 ***********************************************************************
 DB1336  DESIGNATION -  BEE
 DB1336  PID         -  DB1336
 DB1336  STATE/COUNTY-  AZ/YUMA
 DB1336  USGS QUAD   -  YUMA EAST (1994)
 DB1336
 DB1336                         *CURRENT SURVEY CONTROL
 DB1336  ___________________________________________________________________
 DB1336* NAD 83(1992)-  32 43 47.01917(N)    114 36 55.21958(W)     ADJUSTED  
 DB1336* NAVD 88     -        57.5    (meters)     189.     (feet)  VERTCON   
 DB1336  ___________________________________________________________________
 DB1336  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1336  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1336
 DB1336  HORZ ORDER  -  SECOND
 DB1336
 DB1336.The horizontal coordinates were established by classical geodetic methods
 DB1336.and adjusted by the National Geodetic Survey in August 1993..
 DB1336
 DB1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1336
 DB1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1336
 DB1336.The geoid height was determined by GEOID03.
 DB1336
 DB1336;                    North         East     Units Scale Factor Converg.
 DB1336;SPC AZ W     -   192,118.345   132,249.768   MT  1.00001443   -0 28 04.4
 DB1336;SPC AZ W     -   630,309.53    433,890.31   iFT  1.00001443   -0 28 04.4
 DB1336;SPC CA 6     -   563,646.378 2,153,223.562   MT  1.00000935   +0 53 53.8
 DB1336;SPC CA 6     - 1,849,229.83  7,064,367.64   sFT  1.00000935   +0 53 53.8
 DB1336;UTM  11      - 3,623,840.416   723,468.824   MT  1.00021581   +1 17 23.5
 DB1336
 DB1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1336!SPC AZ W     -   0.99999627  x   1.00001443  =   1.00001070
 DB1336!SPC CA 6     -   0.99999627  x   1.00000935  =   1.00000562
 DB1336!UTM  11      -   0.99999627  x   1.00021581  =   1.00021208
 DB1336
 DB1336|---------------------------------------------------------------------|
 DB1336| PID    Reference Object                     Distance      Geod. Az  |
 DB1336|                                                           dddmmss.s |
 DB1336| DB1323 BOUNDARY PT 29 AZ CA                317.567 METERS 00615     |
 DB1336| CE9740 BOUNDARY PT 30 RM 1                   5.285 METERS 05732     |
 DB1336| DB1335 BOUNDARY PT 26 AZ CA                APPROX. 3.2 KM 0791232.2 |
 DB1336| CE9757 BEE RM 1                              9.750 METERS 16530     |
 DB1336| DB1353 MISSION                              80.920 METERS 21226     |
 DB1336| DB1343 BOUNDARY PT 31 AZ CA                 51.145 METERS 30152     |
 DB1336| DB1330 BOUNDARY PT 30 AZ CA                 33.161 METERS 32432     |
 DB1336| DB1338 BOUNDARY PT 30 RM                    28.830 METERS 33947     |
 DB1336|---------------------------------------------------------------------|
 DB1336
 DB1336                          SUPERSEDED SURVEY CONTROL
 DB1336
 DB1336  NAD 83(1986)-  32 43 47.03019(N)    114 36 55.22853(W) AD(       ) 2
 DB1336  NAD 27      -  32 43 46.86513(N)    114 36 52.39746(W) AD(       ) 2
 DB1336  NGVD 29 (07/19/86)   56.9    (m)          187.     (f) VERT ANG       
 DB1336
 DB1336.Superseded values are not recommended for survey control.
 DB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1336.See file dsdata.txt to determine how the superseded data were derived.
 DB1336
 DB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2346923840(NAD 83)
 DB1336_MARKER: DS = TRIANGULATION STATION DISK
 DB1336_SETTING: 80 = SET IN A BOULDER
 DB1336_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DB1336
 DB1336  HISTORY     - Date     Condition        Report By
 DB1336  HISTORY     - 1964     MONUMENTED       CGS
 DB1336
 DB1336                          STATION DESCRIPTION
 DB1336
 DB1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1336'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF YUMA, ON A
 DB1336'SMALL BLUFF ON THE NORTH SIDE OF THE COLORADO RIVER, 95
 DB1336'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A RAILROAD
 DB1336'OVER PASS AND ABOUT 150 FEET NORTHEAST OF THE NORTHEAST CORNER
 DB1336'OF THE RAILROAD BRIDGE ACROSS THE RIVER.
 DB1336'
 DB1336'TO REACH THE STATION FROM THE YUMA CITY HALL, GO EAST ON
 DB1336'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1336'ON PENETENTIARY AVENUE 0.6 MILE TO A FORK AT THE NORTH END
 DB1336'OF THE COLORADO RIVER BRIDGE.  TAKE THE RIGHT FORK ACROSS
 DB1336'RAILROAD OVERPASS TO PATH ONTO GRAVEL BLUFF ON THE RIGHT AND
 DB1336'THE STATION NEAR THE HIGHEST POINT ON THE BLUFF.
 DB1336'
 DB1336'STATION MARK IS A STANDARD DISK STAMPED BEE 1964, CEMENTED
 DB1336'IN A DRILL HOLE IN A TRIANGULAR SHAPED BURIED BOULDER FLUSH
 DB1336'WITH THE SURFACE OF THE GROUND.  IT IS 6 FEET NORTH-NORTHEAST
 DB1336'OF THE TOP OF RAILROAD EMBANKMENT CUT.
 DB1336'
 DB1336'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEE NO 1 1964, IS
 DB1336'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN DECOMPOSED BEDROCK
 DB1336'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 20.3
 DB1336'FEET SOUTHWEST OF AN IRON PIPE 2 FEET HIGH SET IN CONCRETE,
 DB1336'1 FOOT NORTHEAST OF TOP OF THE RAILROAD EMBANKMENT CUT, AND
 DB1336'THE SAME ELEVATION AS THE STATION.
 DB1336'
 DB1336'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED R.M. PT NO 30
 DB1336'R.M. 1 1964 (BLM), CEMENTED IN A DRILL HOLE IN A DEPRESSION
 DB1336'IN BEDROCK PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DB1336'IT IS ABOUT TWO FEET LOWER IN ELEVATION THAN THE STATION.
 DB1336'
 DB1336'NOTE--THE ARROW ON R.M. PT NO 30 R.M. 1 IS POINTED TOWARD
 DB1336'STATION PT NO 30 R.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1959 ***********************************************************************
 DU1959  DESIGNATION -  BEE
 DU1959  PID         -  DU1959
 DU1959  STATE/COUNTY-  AZ/GRAHAM
 DU1959  USGS QUAD   -  DEWEY FLAT (1989)
 DU1959
 DU1959                         *CURRENT SURVEY CONTROL
 DU1959  ___________________________________________________________________
 DU1959* NAD 83(1992)-  33 11 41.65778(N)    110 18 11.30409(W)     ADJUSTED  
 DU1959* NAVD 88     -       811.4    (meters)    2662.     (feet)  VERTCON   
 DU1959  ___________________________________________________________________
 DU1959  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DU1959  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1959
 DU1959  HORZ ORDER  -  SECOND
 DU1959
 DU1959.The horizontal coordinates were established by classical geodetic methods
 DU1959.and adjusted by the National Geodetic Survey in August 1993..
 DU1959
 DU1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1959
 DU1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1959
 DU1959.The geoid height was determined by GEOID03.
 DU1959
 DU1959;                    North         East     Units Scale Factor Converg.
 DU1959;SPC AZ E     -   243,373.842   200,635.509   MT  0.99990200   -0 04 29.0
 DU1959;SPC AZ E     -   798,470.61    658,252.98   iFT  0.99990200   -0 04 29.0
 DU1959;UTM  12      - 3,673,110.731   564,954.895   MT  0.99965202   +0 22 53.5
 DU1959
 DU1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1959!SPC AZ E     -   0.99987691  x   0.99990200  =   0.99977892
 DU1959!UTM  12      -   0.99987691  x   0.99965202  =   0.99952897
 DU1959
 DU1959:                Primary Azimuth Mark                     Grid Az
 DU1959:SPC AZ E     -  MOUNT TURNBULL PEAK                      163 42 50.1
 DU1959:UTM  12      -  MOUNT TURNBULL PEAK                      163 15 27.6
 DU1959
 DU1959|---------------------------------------------------------------------|
 DU1959| PID    Reference Object                     Distance      Geod. Az  |
 DU1959|                                                           dddmmss.s |
 DU1959| DU1962 MOUNT TURNBULL PEAK                 APPROX.14.0 KM 1633821.1 |
 DU1959| CD1581 BEE AZ MK                                          1713344.5 |
 DU1959| CD1582 BEE RM 1                             11.556 METERS 19531     |
 DU1959| CD1583 BEE RM 2                              9.451 METERS 28953     |
 DU1959|---------------------------------------------------------------------|
 DU1959
 DU1959                          SUPERSEDED SURVEY CONTROL
 DU1959
 DU1959  NAD 83(1986)-  33 11 41.65356(N)    110 18 11.30489(W) AD(       ) 2
 DU1959  NAD 27      -  33 11 41.44400(N)    110 18 08.96700(W) AD(       ) 2
 DU1959  NGVD 29 (07/19/86)  810.8    (m)         2660.     (f) VERT ANG       
 DU1959
 DU1959.Superseded values are not recommended for survey control.
 DU1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1959.See file dsdata.txt to determine how the superseded data were derived.
 DU1959
 DU1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6495573111(NAD 83)
 DU1959_MARKER: DS = TRIANGULATION STATION DISK
 DU1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1959
 DU1959  HISTORY     - Date     Condition        Report By
 DU1959  HISTORY     - 1945     MONUMENTED       CGS
 DU1959  HISTORY     - 1967     GOOD             AMS
 DU1959
 DU1959                          STATION DESCRIPTION
 DU1959
 DU1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1959'STATION IS LOCATED 11-1/2 MILES (AIR LINE) WNW OF BYLAS, ABOUT
 DU1959'31 MILES ESE OF GLOBE, 8-1/2 MILES NNW OF MT. TURNBULL, AND 1/2
 DU1959'MILE S OF THE COOLIDGE RESERVOIR.  IT IS ON THE N END OF A RIDGE
 DU1959'JUST S OF U.S. HIGHWAY 70 AND ABOUT 50 FEET HIGHER THAN THE
 DU1959'HIGHWAY.
 DU1959'
 DU1959'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER COOLIDGE
 DU1959'DAM, GO E ON U.S. HIGHWAY 70 FOR 16.3 MILES TO A DIM TRACK ROAD
 DU1959'RIGHT (S) WHERE THE HIGHWAY GOES THROUGH A CUT.  (NOTE--THIS POINT
 DU1959'IS 0.2 MILE AFTER PASSING A CONCRETE HIGHWAY BRIDGE AND 0.5 MILE
 DU1959'BEFORE REACHING ANOTHER CONCRETE HIGHWAY BRIDGE).  TURN RIGHT OFF
 DU1959'THE HIGHWAY AND FOLLOW ROCKY ROAD UP THE RIDGE FOR 0.25 MILE TO
 DU1959'THE TOP OF THE RIDGE WHERE THERE ARE SEVERAL ROCK PILES.  TURN
 DU1959'SHARP LEFT HERE, MAKING A U TURN, AND FOLLOW DOWN THE RIDGE
 DU1959'FOR 0.2 MILE TO THE STATION.
 DU1959'
 DU1959'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1959'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  UNDERGROUND
 DU1959'MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A DEPRESSION IN
 DU1959'BEDROCK.  STATION IS LOCATED ABOUT 200 FEET S OF U.S. HIGHWAY 70
 DU1959'AND ABOUT 50 FEET FROM THE NE END OF THE RIDGE.  IT IS 83.5 FEET
 DU1959'SSE OF A 1-1/2-INCH IRON PIPE PROJECTING ABOUT 2-1/2 FEET ABOVE THE
 DU1959'GROUND AND SUPPORTED BY A SMALL ROCK CAIRN AND 7.9 FEET W OF A
 DU1959'4- BY 4- INCH WHITE WITNESS POST.  STAMPED BEE 1945.
 DU1959'
 DU1959'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1959'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS
 DU1959'STAMPED BEE NO 1 1945.  IT IS LOCATED SSW OF THE STATION AND ABOUT
 DU1959'1 FOOT HIGHER.
 DU1959'
 DU1959'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1959'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS
 DU1959'STAMPED BEE NO 2 1945.  IT IS LOCATED WNW OF THE STATION AND ABOUT
 DU1959'2 FEET LOWER.
 DU1959'
 DU1959'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 DU1959'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1959'BEE 1945.  IT IS LOCATED S OF THE STATION ON ABOUT THE SAME LEVEL.
 DU1959'TO REACH IT FROM THE PILES OF STONES MENTIONED ABOVE, CONTINUE S
 DU1959'ON THE RIDGE FOR 0.5 MILE, THEN MAKE A LEFT U TURN FOR 0.2 MILE
 DU1959'TO THE MARK.  IT IS 4.2 FEET SW OF A 4- BY 4-INCH WHITE WITNESS
 DU1959'POST.
 DU1959
 DU1959                          STATION RECOVERY (1967)
 DU1959
 DU1959'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1959'STATION IS LOCATED APPROXIMATELY 13.0 AIRMILES (E) OF COOLIDGE DAM
 DU1959'AND APPROXIMATELY 11.5 AIRMILES (WNW) OF BYLAS ON THE (N) END
 DU1959'OF A SHORT RIDGE.
 DU1959'
 DU1959'TO REACH FROM CENTER OF COOLIDGE DAM PROCEED (E) ON OLD U.S. 70
 DU1959'16.3 MI TO A JEEP TRAIL ON RIGHT, JUST PAST A CUT, TURN RIGHT (S)
 DU1959'ON JEEP TRAIL UP GULLY TO RIDGE 0.25 MI TO DIM TRACKS LEFT AT
 DU1959'ROCK PILES, TURN LEFT (N) ALONG RIDGE 0.2 MI TO END OF TRUCK
 DU1959'TRAVEL AND STATION.
 DU1959'
 DU1959'STATION IS MARKED BY A STANDARD USC AND GS BRONZE DISK SET IN
 DU1959'8 IN X 8 IN CONCRETE MONUMENT WHICH PROTRUDES 3 IN ABOVE GROUND
 DU1959'STAMPED BEE 1945.
 DU1959'
 DU1959'R.M. 1 IS A STANDARD USC AND GS DISK SET IN A CONCRETE MONUMENT
 DU1959'PROJECTING 2 IN ABOVE THE GROUND STAMPED BEE NO 1 1945.  FROM
 DU1959'THE STATION IT IS (S) ON A MAG AZ OF 180 DEG AT A DISTANCE OF
 DU1959'37.91 FT AND A DE OF +1.36 FT.
 DU1959'
 DU1959'R.M. 2 IS A STANDARD USC AND GS DISK SET IN A CONCRETE MONUMENT
 DU1959'PROJECTING 1 IN ABOVE GROUND STAMPED BEE NO 2 1945.  FROM THE
 DU1959'STATION IT IS (W) ON A MAG AZ OF 275 DEG AT A DISTANCE OF 31.1 FT
 DU1959'AND A DE OF -1.57 FT.
 DU1959'
 DU1959'VIEW FROM 1.5M TRIPOD 360 DEG IS CLEAR.
 DU1959'
 DU1959'CONDITION OF ALL MARKS EXCELLENT.
 DU1959'
 DU1959'AZ MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2013 ***********************************************************************
 CZ2013  DESIGNATION -  BEE
 CZ2013  PID         -  CZ2013
 CZ2013  STATE/COUNTY-  AZ/PIMA
 CZ2013  USGS QUAD   -  SAND WELLS (1979)
 CZ2013
 CZ2013                         *CURRENT SURVEY CONTROL
 CZ2013  ___________________________________________________________________
 CZ2013* NAD 83(1992)-  32 13 57.60585(N)    111 57 40.70135(W)     ADJUSTED  
 CZ2013* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 CZ2013  ___________________________________________________________________
 CZ2013  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2013  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CZ2013
 CZ2013  HORZ ORDER  -  SECOND
 CZ2013
 CZ2013.The horizontal coordinates were established by classical geodetic methods
 CZ2013.and adjusted by the National Geodetic Survey in August 1993..
 CZ2013
 CZ2013.The orthometric height was scaled from a topographic map.
 CZ2013
 CZ2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2013
 CZ2013.The geoid height was determined by GEOID03.
 CZ2013
 CZ2013;                    North         East     Units Scale Factor Converg.
 CZ2013;SPC AZ C     -   136,665.636   209,153.003   MT  0.99990022   -0 01 25.7
 CZ2013;SPC AZ C     -   448,378.07    686,197.52   iFT  0.99990022   -0 01 25.7
 CZ2013;UTM  12      - 3,566,630.966   409,427.713   MT  0.99970116   -0 30 45.9
 CZ2013
 CZ2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2013!SPC AZ C     -   0.99990943  x   0.99990022  =   0.99980965
 CZ2013!UTM  12      -   0.99990943  x   0.99970116  =   0.99961061
 CZ2013
 CZ2013|---------------------------------------------------------------------|
 CZ2013| PID    Reference Object                     Distance      Geod. Az  |
 CZ2013|                                                           dddmmss.s |
 CZ2013| CH4331 BEE RM 1                             11.492 METERS 07548     |
 CZ2013| CH4332 BEE RM 2                             10.985 METERS 33136     |
 CZ2013| CH4330 BEE AZ MK                                          3520151.0 |
 CZ2013|---------------------------------------------------------------------|
 CZ2013
 CZ2013                          SUPERSEDED SURVEY CONTROL
 CZ2013
 CZ2013  NAD 83(1986)-  32 13 57.59953(N)    111 57 40.70265(W) AD(       ) 2
 CZ2013  NAD 27      -  32 13 57.34500(N)    111 57 38.22100(W) AD(       ) 2
 CZ2013
 CZ2013.Superseded values are not recommended for survey control.
 CZ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2013.See file dsdata.txt to determine how the superseded data were derived.
 CZ2013
 CZ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0942866631(NAD 83)
 CZ2013_MARKER: DS = TRIANGULATION STATION DISK
 CZ2013_SETTING: 0 = UNSPECIFIED SETTING
 CZ2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2013+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ2013
 CZ2013  HISTORY     - Date     Condition        Report By
 CZ2013  HISTORY     - 1936     MONUMENTED       CGS
 CZ2013  HISTORY     - 1975     GOOD             NGS
 CZ2013  HISTORY     - 20060310 GOOD             INDIV
 CZ2013  HISTORY     - 20060823 GOOD             TOHONO
 CZ2013
 CZ2013                          STATION DESCRIPTION
 CZ2013
 CZ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2013'ABOUT 8 MILES SOUTHEAST OF SANTA ROSA INDIAN VILLAGE, 10-1/2
 CZ2013'MILES EAST AND 4-1/2 MILES NORTH OF COVERED WELLS, ON LOW,
 CZ2013'FLAT, BRUSH FLATS, 5.8 METERS SOUTHWEST OF THE CENTER LINE OF
 CZ2013'A TRACK ROAD ACROSS THE DESERT, AND 11.6 METERS SOUTHWEST
 CZ2013'OF A TRIANGLE BLAZE ON A SMALL TREE.  MARKED BY A STANDARD
 CZ2013'BRONZE DISK WHICH PROJECTS ABOUT 12 INCHES ABOVE
 CZ2013'THE GROUND.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ2013'DISK IS 11.492 METERS (37.70 FEET) FROM STATION
 CZ2013'N 75 DEG 49 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 CZ2013'BRONZE REFERENCE DISK IS 10.985 METERS (36.04
 CZ2013'FEET) FROM STATION N 28 DEG 24 MIN W.  THE AZIMUTH
 CZ2013'MARK, A STANDARD BRONZE DISK PROJECTING ABOUT
 CZ2013'8 INCHES ABOVE THE GROUND, IS ABOUT 100 YARDS NORTH OF
 CZ2013'THE TRACK ROAD, AND ABOUT 0.2 MILE FROM STATION
 CZ2013'N O7 DEG 58 MIN W.
 CZ2013
 CZ2013                          STATION RECOVERY (1975)
 CZ2013
 CZ2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (SLL)
 CZ2013'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CZ2013
 CZ2013                          STATION RECOVERY (2006)
 CZ2013
 CZ2013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JB)
 CZ2013'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  BEE RM1 AND BEE
 CZ2013'RM2 ALSO RECOVERED AND FOUND IN GOOD CONDITION
 CZ2013
 CZ2013                          STATION RECOVERY (2006)
 CZ2013
 CZ2013'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ2013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0246 ***********************************************************************
 ET0246  DESIGNATION -  BEE RM 1
 ET0246  PID         -  ET0246
 ET0246  STATE/COUNTY-  AZ/YAVAPAI
 ET0246  USGS QUAD   -  BUMBLE BEE (1969)
 ET0246
 ET0246                         *CURRENT SURVEY CONTROL
 ET0246  ___________________________________________________________________
 ET0246* NAD 83(1986)-  34 12 07.     (N)    112 07 53.     (W)     SCALED    
 ET0246* NAVD 88     -      1043.66   (+/-2cm)    3424.1    (feet)  VERTCON   
 ET0246  ___________________________________________________________________
 ET0246  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 ET0246
 ET0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0246
 ET0246.The horizontal coordinates were scaled from a topographic map and have
 ET0246.an estimated accuracy of +/- 6 seconds.
 ET0246
 ET0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0246.The vertical order pertains to the NGVD 29 superseded value.
 ET0246
 ET0246.The geoid height was determined by GEOID03.
 ET0246
 ET0246;                    North         East    Units  Estimated Accuracy
 ET0246;SPC AZ C     -   355,070.      193,570.      MT  (+/- 180 meters Scaled)
 ET0246
 ET0246                          SUPERSEDED SURVEY CONTROL
 ET0246
 ET0246  NGVD 29 (??/??/92) 1043.011  (m)         3421.95   (f) ADJ UNCH    2 0
 ET0246
 ET0246.Superseded values are not recommended for survey control.
 ET0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0246.See file dsdata.txt to determine how the superseded data were derived.
 ET0246
 ET0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC957851(NAD 83)
 ET0246_MARKER: DR = REFERENCE MARK DISK
 ET0246_SETTING: 80 = SET IN A BOULDER
 ET0246_SP_SET: BOULDER
 ET0246_STAMPING: BEE USFS NO 1 1958
 ET0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0246+STABILITY: SURFACE MOTION
 ET0246
 ET0246  HISTORY     - Date     Condition        Report By
 ET0246  HISTORY     - 1958     MONUMENTED       CGS
 ET0246  HISTORY     - 1959     GOOD             NGS
 ET0246
 ET0246                          STATION DESCRIPTION
 ET0246
 ET0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0246'9.7 MI N FROM BLACK CANYON.
 ET0246'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0246'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0246'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE,
 ET0246'17.5 FEET SOUTHWEST OF THE WITNESS POST CEMENTED IN A DRILL HOLE IN A
 ET0246'BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0248 ***********************************************************************
 ET0248  DESIGNATION -  BEE RM 2
 ET0248  PID         -  ET0248
 ET0248  STATE/COUNTY-  AZ/YAVAPAI
 ET0248  USGS QUAD   -  BUMBLE BEE (1969)
 ET0248
 ET0248                         *CURRENT SURVEY CONTROL
 ET0248  ___________________________________________________________________
 ET0248* NAD 83(1986)-  34 12 08.     (N)    112 07 53.     (W)     SCALED    
 ET0248* NAVD 88     -      1042.65   (+/-2cm)    3420.8    (feet)  VERTCON   
 ET0248  ___________________________________________________________________
 ET0248  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0248
 ET0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0248
 ET0248.The horizontal coordinates were scaled from a topographic map and have
 ET0248.an estimated accuracy of +/- 6 seconds.
 ET0248
 ET0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0248.The vertical order pertains to the NGVD 29 superseded value.
 ET0248
 ET0248.The geoid height was determined by GEOID03.
 ET0248
 ET0248;                    North         East    Units  Estimated Accuracy
 ET0248;SPC AZ C     -   355,100.      193,570.      MT  (+/- 180 meters Scaled)
 ET0248
 ET0248                          SUPERSEDED SURVEY CONTROL
 ET0248
 ET0248  NGVD 29 (??/??/92) 1042.010  (m)         3418.66   (f) ADJ UNCH    2 0
 ET0248
 ET0248.Superseded values are not recommended for survey control.
 ET0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0248.See file dsdata.txt to determine how the superseded data were derived.
 ET0248
 ET0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC957851(NAD 83)
 ET0248_MARKER: DR = REFERENCE MARK DISK
 ET0248_SETTING: 80 = SET IN A BOULDER
 ET0248_SP_SET: BOULDER
 ET0248_STAMPING: BEE USFS NO 2 1958
 ET0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0248+STABILITY: SURFACE MOTION
 ET0248
 ET0248  HISTORY     - Date     Condition        Report By
 ET0248  HISTORY     - 1958     MONUMENTED       CGS
 ET0248  HISTORY     - 1959     GOOD             NGS
 ET0248
 ET0248                          STATION DESCRIPTION
 ET0248
 ET0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0248'9.7 MI N FROM BLACK CANYON.
 ET0248'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0248'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0248'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE, 31
 ET0248'FEET SOUTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ET0248'BOULDER THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0094 ***********************************************************************
 GP0094  HT_MOD      -  This is a Height Modernization Survey Station.
 GP0094  DESIGNATION -  BEEHIVE NORTH BASE
 GP0094  PID         -  GP0094
 GP0094  STATE/COUNTY-  AZ/COCONINO
 GP0094  USGS QUAD   -  PAGE (1985)
 GP0094
 GP0094                         *CURRENT SURVEY CONTROL
 GP0094  ___________________________________________________________________
 GP0094* NAD 83(1992)-  36 58 07.33346(N)    111 29 56.93112(W)     ADJUSTED  
 GP0094* NAVD 88     -      1296.37   (meters)    4253.2    (feet)  GPS OBS   
 GP0094  ___________________________________________________________________
 GP0094  X           -  -1,870,221.613 (meters)                     COMP
 GP0094  Y           -  -4,748,041.326 (meters)                     COMP
 GP0094  Z           -   3,815,384.289 (meters)                     COMP
 GP0094  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GP0094  ELLIP HEIGHT-        1272.91  (meters)          (05/31/05) GPS OBS
 GP0094  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0094  DYNAMIC HT  -        1294.89  (meters)    4248.3   (feet)  COMP
 GP0094  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 GP0094
 GP0094  HORZ ORDER  -  B
 GP0094  VERT ORDER  -  FIRST     CLASS II (See Below)
 GP0094  ELLP ORDER  -  THIRD     CLASS II
 GP0094
 GP0094.The horizontal coordinates were established by GPS observations
 GP0094.and adjusted by the National Geodetic Survey in May 2005..
 GP0094
 GP0094.The orthometric height was determined by GPS observations and a
 GP0094.high-resolution geoid model using precise GPS observation and
 GP0094.processing techniques. It supersedes the leveled height previously
 GP0094.determined for this station.
 GP0094.The vertical order pertains to the first NAVD 88 superseded value.
 GP0094
 GP0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0094
 GP0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0094
 GP0094.The ellipsoidal height was determined by GPS observations
 GP0094.and is referenced to NAD 83.
 GP0094
 GP0094.The geoid height was determined by GEOID03.
 GP0094
 GP0094.The dynamic height is computed by dividing the NAVD 88
 GP0094.geopotential number by the normal gravity value computed on the
 GP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0094.degrees latitude (g = 980.6199 gals.).
 GP0094
 GP0094.The modeled gravity was interpolated from observed gravity values.
 GP0094
 GP0094;                    North         East     Units Scale Factor Converg.
 GP0094;SPC AZ C     -   662,078.727   250,535.676   MT  0.99991702   +0 15 03.9
 GP0094;SPC AZ C     - 2,172,174.30    821,967.44   iFT  0.99991702   +0 15 03.9
 GP0094;SPC UT S     - 3,033,521.465   500,075.914   MT  1.00005176   +0 00 01.9
 GP0094;UTM  12      - 4,091,516.973   455,569.463   MT  0.99962432   -0 18 00.7
 GP0094
 GP0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0094!SPC AZ C     -   0.99980028  x   0.99991702  =   0.99971732
 GP0094!SPC UT S     -   0.99980028  x   1.00005176  =   0.99985203
 GP0094!UTM  12      -   0.99980028  x   0.99962432  =   0.99942467
 GP0094
 GP0094|---------------------------------------------------------------------|
 GP0094| PID    Reference Object                     Distance      Geod. Az  |
 GP0094|                                                           dddmmss.s |
 GP0094| GP0092 BEEHIVE NORTH BASE RM 1              10.736 METERS 17027     |
 GP0094| GP0281 BEEHIVE SOUTH BASE                  APPROX. 2.3 KM 1991341.6 |
 GP0094| GP0093 BEEHIVE NORTH BASE RM 2              10.445 METERS 26603     |
 GP0094|---------------------------------------------------------------------|
 GP0094
 GP0094                          SUPERSEDED SURVEY CONTROL
 GP0094
 GP0094  NAD 83(1992)-  36 58 07.33161(N)    111 29 56.93177(W) AD(       ) 2
 GP0094  NAD 83(1986)-  36 58 07.32681(N)    111 29 56.93421(W) AD(       ) 2
 GP0094  NAD 27      -  36 58 07.37300(N)    111 29 54.36300(W) AD(       ) 2
 GP0094  NAVD 88 (06/15/91) 1296.441  (m)         4253.41   (f) ADJUSTED    1 2
 GP0094  NGVD 29 (??/??/92) 1295.53   (m)         4250.4    (f) COMPUTED    1 2
 GP0094
 GP0094.Superseded values are not recommended for survey control.
 GP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0094.See file dsdata.txt to determine how the superseded data were derived.
 GP0094
 GP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5556991517(NAD 83)
 GP0094_MARKER: DS = TRIANGULATION STATION DISK
 GP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0094_STAMPING: BEEHIVE N BASE 1947
 GP0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0094+STABILITY: SURFACE MOTION
 GP0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0094+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 GP0094
 GP0094  HISTORY     - Date     Condition        Report By
 GP0094  HISTORY     - 1947     MONUMENTED       CGS
 GP0094  HISTORY     - 1962     GOOD             CGS
 GP0094  HISTORY     - 1962     GOOD             CGS
 GP0094  HISTORY     - 1962     GOOD             NGS
 GP0094  HISTORY     - 1971     GOOD             NGS
 GP0094  HISTORY     - 1973     GOOD             NPS
 GP0094  HISTORY     - 1978     GOOD             NGS
 GP0094  HISTORY     - 1983     GOOD             AZDT
 GP0094  HISTORY     - 20041115 GOOD             NGS
 GP0094
 GP0094                          STATION DESCRIPTION
 GP0094
 GP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0094'THE STATION IS LOCATED 15 MILES UP THE COLORADO RIVER FROM LEES
 GP0094'FERRY, 1-1/2 MILES UP THE WAHWEAP CREEK AT THE MOUTH, APPROXIMATELY
 GP0094'2 MILES SOUTH OF LONE ROCK, ON A LOW BRUSH COVERED HILL, OVER
 GP0094'LOOKING GLEN CANYON.
 GP0094'
 GP0094'THE STATION IS A STANDARD DISK STAMPED BEEHIVE N BASE 1947, SET
 GP0094'IN TOP OF ROUND BLOCK OF CONCRETE, FLUSH WITH THE SURROUNDING
 GP0094'SURFACE. THE STATION IS ABOUT 40 YARDS SOUTH OF THE NORTH EDGE OF THE
 GP0094'HILL AND ABOUT 20 YARDS EAST OF WEST EDGE OF HILL THEN ON
 GP0094'HIGHEST PART OF HILL.
 GP0094'
 GP0094'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BEEHIVE NO 1 1947,
 GP0094'SET IN A 10-10 INCH CONCRETE POST, TOP OF WHICH IS 2 INCHES ABOVE
 GP0094'THE SURROUNDING SURFACE.  THE MARK IS SOUTH SOUTHEAST OF THE
 GP0094'STATION AND ON SAME LEVEL WITH STATION.
 GP0094'
 GP0094'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BEEHIVE NO 2 1947,
 GP0094'SET IN TOP OF CONCRETE POST, TOP OF WHICH IS APPROXIMATELY 1 INCH
 GP0094'ABOVE THE SURROUNDING SURFACE.  THIS MARK IS WEST OF STATION
 GP0094'AND ABOUT ON SAME LEVEL WITH STATION.
 GP0094'
 GP0094'THE AZIMUTH MARK IS SAME AS STATION BEEHIVE S BASE
 GP0094'
 GP0094'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD FOR
 GP0094'8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MILES TO A FORK,
 GP0094'TAKE THE LEFT FORK AND GO 12.2 MILES TO A FORK.  KEEP TO THE LEFT
 GP0094'ROAD GRADED AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT
 GP0094'DOWN THE PARIA RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A
 GP0094'GATE.  PASS THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR
 GP0094'1.6 MILES TO A GATE.  PASS THROUGH AND CONTINUE 0.6 MILES TO A
 GP0094'FARM HOUSE AND A GATE.  TURN LEFT JUST BEFORE REACHING THE
 GP0094'GATE AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH
 GP0094'THE GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3
 GP0094'MILES AND A GROUP OF TALL TREES.  (NOTE THERE WAS A GRADED
 GP0094'ROAD IN THE MAKING FROM HERE TO THE ROAD THAT LEADS TO
 GP0094'PARIA CREEK FROM KANAB.) TURN LEFT LEAVING THE ROAD AND CROSS THE
 GP0094'RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW THE BLADED
 GP0094'ROAD FOR ABOUT 14.0 MILES PASSING THROUGH 4 GATES AND INTO
 GP0094'WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.  TURN RIGHT DOWN
 GP0094'WAHWEAP CREEK AND FOLLOW WAHWEAP CREEK BED FOR 9.0 MILES TO
 GP0094'LONE ROCK, CONTINUE ON DOWN THE CREEK 2.3 MILES TO A CATTLE
 GP0094'TRAIL LEADING OVER THE HILL TO THE SOUTH.  TURN RIGHT AND GO
 GP0094'SOUTH UP THE CATTLE TRAIL FOR 3/4 MILE TO THE TOP OF THE RISE,
 GP0094'THEN BEAR LEFT ABOUT 1 MILE TO TOP OF HILL AND STATION AS
 GP0094'DESCRIBED ABOVE.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0094'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0094'A NEW TO REACH FOLLOWS--
 GP0094'
 GP0094'FROM THE GLEN CANYON BRIDGE, WEST OF PAGE, ARIZONA, GO NORTHWEST
 GP0094'ON HIGHWAY U.S. 89 FOR 2.85 MILES TO A T ROAD RIGHT.  TURN RIGHT
 GP0094'ON BLADED ROAD THRU CATTLE GUARD FOR 0.5 MILE TO A Y-FORKS.
 GP0094'TAKE LEFT FORK OF TRACK ROAD UP HILL FOR 0.2 MILE TO TOP OF
 GP0094'HILL.  ON TOP OF HILL TURN LEFT 0.1 MILE AND STATION ON THE
 GP0094'RIGHT.  THE STATION IS ON THE NORTH EDGE OF THE MESA OVERLOOKING
 GP0094'THE VALLEY.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 GP0094'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GP0094'
 GP0094'STATION IS LOCATED ABOUT 2.85 MILES NW ALONG U.S. HIGHWAY 89 FROM
 GP0094'THE SW END OF THE GLEN CANYON BRIDGE AT PAGE, THENCE 0.75 MILE
 GP0094'NE ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE NE OF
 GP0094'A POWER LINE WHICH CROSSES THE ROAD, 0.1 MILE NE OF A SMALL
 GP0094'GRAVEL PIT, 14 FEET E OF THE CENTER LINE OF A DIM TRAIL ROAD
 GP0094'AND 2.5 FEET N OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GP0094'TRIANGULATION DISK STAMPED BEEHIVE N BASE 1947 SET IN THE TOP
 GP0094'OF A CONCRETE POST, FLUSH WITH GROUND.
 GP0094'
 GP0094'R.M. 1 IS 35.3 FEET SSE OF STATION, 28 FEET E OF THE CENTER LINE
 GP0094'OF A DIM TRAIL ROAD, 51.4 FEET SE OF R.M. 2, SET IN TOP OF A
 GP0094'CONCRETE POST PROJECTING 1 INCH AND STAMPED BEEHIVE N BASE NO
 GP0094'1 1947.
 GP0094'
 GP0094'R.M. 2 IS 34.3 FEET W OF STATION, 20 FEET W OF THE CENTER LINE
 GP0094'OF A DIM TRAIL ROAD, SET IN TOP OF A CONCRETE POST PROJECTING
 GP0094'1 INCH AND STAMPED BEEHIVE N BASE NO 2 1947.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0094'3.6 MI NW FROM PAGE.
 GP0094'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0094'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0094'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0094'NORTHEAST OF A POWER LINE WHICH CROSSES THE ROAD, 0.1 MILE NORTHEAST
 GP0094'OF A SMALL GRAVEL PIT, 35.3 FEET NORTH-NORTHWEST OF BEEHIVE N BASE NO
 GP0094'1, 34.3 FEET EAST OF BEEHIVE N BASE NO 2, 14 FEET EAST OF THE
 GP0094'CENTERLINE OF A DIM TRAIL ROAD, 2.5 FEET NORTH OF A METAL WITNESS
 GP0094'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GP0094'GROUND.
 GP0094
 GP0094                          STATION RECOVERY (1971)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 GP0094'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 GP0094'IN JULY 1966.
 GP0094'
 GP0094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 GP0094'NORTHWEST OF PAGE
 GP0094
 GP0094                          STATION RECOVERY (1973)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GG)
 GP0094'BEEHIVE N. BASE 1947 - GOOD
 GP0094'
 GP0094'REF. NO. 1 1947 - GOOD
 GP0094'
 GP0094'REF. NO. 2 1947 - GOOD
 GP0094
 GP0094                          STATION RECOVERY (1978)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 GP0094'THE STATION AND R. M. 1 WERE RECOVERED AS DESCRIBED IN THE 1962
 GP0094'RECOVERY NOTE.  R. M. 2 WAS FOUND UNEARTHED AND THE DISK WAS REMOVED
 GP0094'AND DESTROYED AT THIS TIME.
 GP0094'
 GP0094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NW OF
 GP0094'PAGE, ARIZONA.
 GP0094
 GP0094                          STATION RECOVERY (1983)
 GP0094
 GP0094'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0094'THE STATION MARK WAS RECOVERED AND  FOUND IN  GOOD CONDITION. THE AREA
 GP0094'AROUND THE STATION IS A SCENIC VIEW POINT AND THE REFERENCE MARKS HAVE
 GP0094'BEEN DESTROYED AND THERE IS NO SATISFACTORY PLACE TO ESTABLISH NEW
 GP0094'MARKS.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0094'
 GP0094'TO REACH THE STATION FROM PAGE TRAVEL WEST AND NORTHWEST ALONG U.S.
 GP0094'HIGHWAY 89L AND 89 FOR 1.5 MILES TO GLEN CANYON BRIDGE, CONTINUE
 GP0094'NORTH ALONG U.S. 89 FOR 2.8 MILES TO A GRAVEL ROAD ON THE RIGHT.  TURN
 GP0094'RIGHT AND TRAVEL NORTHEAST FOR 0.75 MILE TO THE STATION WHICH IS 50.3
 GP0094'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOOKOUT RAMADA.
 GP0094
 GP0094                          STATION RECOVERY (2004)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 GP0094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0092 ***********************************************************************
 GP0092  DESIGNATION -  BEEHIVE NORTH BASE RM 1
 GP0092  PID         -  GP0092
 GP0092  STATE/COUNTY-  AZ/COCONINO
 GP0092  USGS QUAD   -  PAGE (1985)
 GP0092
 GP0092                         *CURRENT SURVEY CONTROL
 GP0092  ___________________________________________________________________
 GP0092* NAD 83(1986)-  36 58 07.     (N)    111 29 57.     (W)     SCALED    
 GP0092* NAVD 88     -      1296.446  (meters)    4253.42   (feet)  ADJUSTED  
 GP0092  ___________________________________________________________________
 GP0092  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0092  DYNAMIC HT  -        1294.968 (meters)    4248.57  (feet)  COMP
 GP0092  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0092
 GP0092  VERT ORDER  -  FIRST     CLASS II
 GP0092
 GP0092.The horizontal coordinates were scaled from a topographic map and have
 GP0092.an estimated accuracy of +/- 6 seconds.
 GP0092
 GP0092.The orthometric height was determined by differential leveling
 GP0092.and adjusted by the National Geodetic Survey in June 1991..
 GP0092
 GP0092.The geoid height was determined by GEOID03.
 GP0092
 GP0092.The dynamic height is computed by dividing the NAVD 88
 GP0092.geopotential number by the normal gravity value computed on the
 GP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0092.degrees latitude (g = 980.6199 gals.).
 GP0092
 GP0092.The modeled gravity was interpolated from observed gravity values.
 GP0092
 GP0092;                    North         East    Units  Estimated Accuracy
 GP0092;SPC AZ C     -   662,070.      250,530.      MT  (+/- 180 meters Scaled)
 GP0092
 GP0092                          SUPERSEDED SURVEY CONTROL
 GP0092
 GP0092  NGVD 29 (??/??/92) 1295.531  (m)         4250.42   (f) ADJ UNCH    1 2
 GP0092
 GP0092.Superseded values are not recommended for survey control.
 GP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0092.See file dsdata.txt to determine how the superseded data were derived.
 GP0092
 GP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF555915(NAD 83)
 GP0092_MARKER: DR = REFERENCE MARK DISK
 GP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0092_STAMPING: BEEHIVE N BASE NO 1 1947
 GP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0092+STABILITY: SURFACE MOTION
 GP0092
 GP0092  HISTORY     - Date     Condition        Report By
 GP0092  HISTORY     - 1947     MONUMENTED       CGS
 GP0092  HISTORY     - 1962     GOOD             NGS
 GP0092
 GP0092                          STATION DESCRIPTION
 GP0092
 GP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0092'3.6 MI NW FROM PAGE.
 GP0092'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0092'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0092'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0092'NORTHEAST OF A POWER LINE WHICH CROSSES OVER THE ROAD, 0.1 MILE
 GP0092'NORTHEAST OF A SMALL GRAVEL PIT, 51.4 FEET SOUTHEAST OF BEEHIVE N BASE
 GP0092'NO 2, 35.3 FEET SOUTH-SOUTHEAST OF BEEHIVE N BASE 1947, 28 FEET EAST
 GP0092'OF THE CENTERLINE OF A DIM TRAIL ROAD, SET IN THE TOP OF A CONCRETE
 GP0092'POST PROJECTING 1-INCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0093 ***********************************************************************
 GP0093  DESIGNATION -  BEEHIVE NORTH BASE RM 2
 GP0093  PID         -  GP0093
 GP0093  STATE/COUNTY-  AZ/COCONINO
 GP0093  USGS QUAD   -  PAGE (1985)
 GP0093
 GP0093                         *CURRENT SURVEY CONTROL
 GP0093  ___________________________________________________________________
 GP0093* NAD 83(1986)-  36 58 07.     (N)    111 29 57.     (W)     SCALED    
 GP0093* NAVD 88     -      1296.555  (meters)    4253.78   (feet)  ADJUSTED  
 GP0093  ___________________________________________________________________
 GP0093  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0093  DYNAMIC HT  -        1295.077 (meters)    4248.93  (feet)  COMP
 GP0093  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0093
 GP0093  VERT ORDER  -  FIRST     CLASS II
 GP0093
 GP0093.The horizontal coordinates were scaled from a topographic map and have
 GP0093.an estimated accuracy of +/- 6 seconds.
 GP0093
 GP0093.The orthometric height was determined by differential leveling
 GP0093.and adjusted by the National Geodetic Survey in June 1991..
 GP0093
 GP0093.The geoid height was determined by GEOID03.
 GP0093
 GP0093.The dynamic height is computed by dividing the NAVD 88
 GP0093.geopotential number by the normal gravity value computed on the
 GP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0093.degrees latitude (g = 980.6199 gals.).
 GP0093
 GP0093.The modeled gravity was interpolated from observed gravity values.
 GP0093
 GP0093;                    North         East    Units  Estimated Accuracy
 GP0093;SPC AZ C     -   662,070.      250,530.      MT  (+/- 180 meters Scaled)
 GP0093
 GP0093                          SUPERSEDED SURVEY CONTROL
 GP0093
 GP0093  NGVD 29 (??/??/92) 1295.641  (m)         4250.78   (f) ADJ UNCH    1 2
 GP0093
 GP0093.Superseded values are not recommended for survey control.
 GP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0093.See file dsdata.txt to determine how the superseded data were derived.
 GP0093
 GP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF555915(NAD 83)
 GP0093_MARKER: DR = REFERENCE MARK DISK
 GP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0093_STAMPING: BEEHIVE N BASE NO 2 1947
 GP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0093+STABILITY: SURFACE MOTION
 GP0093
 GP0093  HISTORY     - Date     Condition        Report By
 GP0093  HISTORY     - 1947     MONUMENTED       CGS
 GP0093  HISTORY     - 1962     GOOD             NGS
 GP0093
 GP0093                          STATION DESCRIPTION
 GP0093
 GP0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0093'3.6 MI NW FROM PAGE.
 GP0093'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0093'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0093'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0093'NORTHEAST OF A POWER LINE WHICH CROSSES OVER THE ROAD, 0.1 MILE
 GP0093'NORTHEAST OF A SMALL GRAVEL PIT, 51.4 FEET NORTHWEST OF BEEHIVE N BASE
 GP0093'NO 1, 34.3 FEET WEST OF BEEHIVE N BASE 1947, 20 FEET WEST OF THE
 GP0093'CENTERLINE OF A DIM TRAIL ROAD, SET IN THE TOP OF A CONCRETE POST
 GP0093'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0281 ***********************************************************************
 GP0281  DESIGNATION -  BEEHIVE SOUTH BASE
 GP0281  PID         -  GP0281
 GP0281  STATE/COUNTY-  AZ/COCONINO
 GP0281  USGS QUAD   -  FERRY SWALE (1985)
 GP0281
 GP0281                         *CURRENT SURVEY CONTROL
 GP0281  ___________________________________________________________________
 GP0281* NAD 83(1992)-  36 56 55.82005(N)    111 30 28.00806(W)     ADJUSTED  
 GP0281* NAVD 88     -      1267.965  (meters)    4159.98   (feet)  POSTED    
 GP0281  ___________________________________________________________________
 GP0281  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GP0281  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0281  DYNAMIC HT  -        1266.530 (meters)    4155.27  (feet)  COMP
 GP0281  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 GP0281
 GP0281  HORZ ORDER  -  SECOND
 GP0281  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0281
 GP0281.The horizontal coordinates were established by classical geodetic methods
 GP0281.and adjusted by the National Geodetic Survey in August 1993..
 GP0281
 GP0281.The orthometric height was determined by differential leveling
 GP0281.and adjusted by the National Geodetic Survey in 1992..
 GP0281.No vertical observational check was made to the station.
 GP0281.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0281.was located on a no-check spur therefore a value was not computed.
 GP0281
 GP0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0281
 GP0281.The geoid height was determined by GEOID03.
 GP0281
 GP0281.The dynamic height is computed by dividing the NAVD 88
 GP0281.geopotential number by the normal gravity value computed on the
 GP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0281.degrees latitude (g = 980.6199 gals.).
 GP0281
 GP0281.The modeled gravity was interpolated from observed gravity values.
 GP0281
 GP0281;                    North         East     Units Scale Factor Converg.
 GP0281;SPC AZ C     -   659,871.061   249,776.499   MT  0.99991633   +0 14 44.8
 GP0281;SPC AZ C     - 2,164,931.30    819,476.70   iFT  0.99991633   +0 14 44.8
 GP0281;SPC UT S     - 3,031,316.836   499,306.985   MT  1.00005671   -0 00 17.2
 GP0281;UTM  12      - 4,089,317.354   454,789.313   MT  0.99962518   -0 18 18.8
 GP0281
 GP0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0281!SPC AZ C     -   0.99980473  x   0.99991633  =   0.99972108
 GP0281!SPC UT S     -   0.99980473  x   1.00005671  =   0.99986143
 GP0281!UTM  12      -   0.99980473  x   0.99962518  =   0.99942999
 GP0281
 GP0281:                Primary Azimuth Mark                     Grid Az
 GP0281:SPC AZ C     -  T41N R8E SECS 11 14 1/4 COR              018 52 40.5
 GP0281:SPC UT S     -  T41N R8E SECS 11 14 1/4 COR              019 07 42.5
 GP0281:UTM  12      -  T41N R8E SECS 11 14 1/4 COR              019 25 44.1
 GP0281
 GP0281|---------------------------------------------------------------------|
 GP0281| PID    Reference Object                     Distance      Geod. Az  |
 GP0281|                                                           dddmmss.s |
 GP0281| CH2354 T41N R8E SECS 11 14 1/4 COR                        0190725.3 |
 GP0281| GP0094 BEEHIVE NORTH BASE                  APPROX. 2.3 KM 0191322.9 |
 GP0281| GP0280 BEEHIVE SOUTH BASE RM 1               6.121 METERS 09316     |
 GP0281| GP0282 BEEHIVE SOUTH BASE RM 2              12.856 METERS 18823     |
 GP0281|---------------------------------------------------------------------|
 GP0281
 GP0281                          SUPERSEDED SURVEY CONTROL
 GP0281
 GP0281  NAD 83(1986)-  36 56 55.81506(N)    111 30 28.01037(W) AD(       ) 2
 GP0281  NAD 27      -  36 56 55.85900(N)    111 30 25.43900(W) AD(       ) 2
 GP0281  NGVD 29 (??/??/92) 1267.07   (m)         4157.0    (f) COMPUTED    1 2
 GP0281
 GP0281.Superseded values are not recommended for survey control.
 GP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0281.See file dsdata.txt to determine how the superseded data were derived.
 GP0281
 GP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5478989317(NAD 83)
 GP0281_MARKER: DS = TRIANGULATION STATION DISK
 GP0281_SETTING: 66 = SET IN ROCK OUTCROP
 GP0281_SP_SET: SANDSTONE OUTCROP
 GP0281_STAMPING: BEEHIVE S BASE 1947
 GP0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0281+STABILITY: POSITION/ELEVATION WELL
 GP0281
 GP0281  HISTORY     - Date     Condition        Report By
 GP0281  HISTORY     - 1947     MONUMENTED       CGS
 GP0281  HISTORY     - 1962     GOOD             CGS
 GP0281  HISTORY     - 1962     GOOD             CGS
 GP0281  HISTORY     - 1962     GOOD             NGS
 GP0281  HISTORY     - 1971     GOOD             NGS
 GP0281  HISTORY     - 1972     GOOD             LAWPC
 GP0281  HISTORY     - 1983     GOOD             AZDT
 GP0281
 GP0281                          STATION DESCRIPTION
 GP0281
 GP0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0281'THE STATION IS LOCATED ABOUT 15 MILES UP THE COLORADO RIVER
 GP0281'FROM LEES FERRY, ABOUT 2 MILES WEST OF GLEN CANYON, ON THE
 GP0281'SOUTH EDGE OF A LOW ROCKY BLUFF, WHICH IS ABOUT 3 MILE SOUTHWEST
 GP0281'OF LONE ROCK.  IT IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'1947, SET IN RED SANDSTONE OUTCROP, FLUSH.  THE MARK IS 10
 GP0281'FEET NORTH OF THE EDGE OF THE BLUFF AND ON THE HIGHEST PART
 GP0281'OF THE BLUFF.
 GP0281'
 GP0281'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'NO 1 1947, SET IN RED STANDSTONE OUTCROP, FLUSH.  IT IS ON
 GP0281'THE EDGE OF THE BLUFF, AND ABOUT THE SAME ELEVATION AS THE
 GP0281'STATION.
 GP0281'
 GP0281'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'NO 2 1947, SET IN RED SANDSTONE OUTCROP, FLUSH.  IT IS ABOUT
 GP0281'30 FEET SOUTH OF THE EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER
 GP0281'THAN THE STATION.
 GP0281'
 GP0281'BEEHIVE N BASE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 GP0281'
 GP0281'TO REACH FROM KANAB, GO EAST ON JOHNSON ROAD FOR 8.6 MILES.
 GP0281'TAKE THE LEFT ROAD AND GO 12.2 MILES TO A FORK, KEEP TO THE
 GP0281'LEFT ON A GRADED ROAD AND GO 17.0 MILES TO THE PARIA RIVER.
 GP0281'TURN RIGHT DOWN THE PARIA RIVER AND FOLLOW THE RIVER BED
 GP0281'FOR 9.2 MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 GP0281'ON DOWN THE RIVER BED FOR 1.6 MILES TO A GATE, PASS THROUGH
 GP0281'THE GATE AND CONTINUE 0.6 MILES TO A FARM HOUSE AND A GATE.
 GP0281'TURN JUST BEFORE REACHING THE GATE AND GO 0.1 MILE TO A GATE
 GP0281'IN FENCE CORNER, PASS THROUGH THE GATE AND FOLLOW THE FENCE
 GP0281'LINE TO THE RIGHT FOR 0.3 MILE AND A GROUP OF TALL TREES.
 GP0281'TURN LEFT LEAVING THE ROAD AND CROSS RIVER AND UP A WASH
 GP0281'ONTO A BLADED ROAD, FOLLOW THIS BLADED ROAD FOR ABOUT 14.0
 GP0281'MILES PASSING THROUGH 4 GATES AND INTO WAHWEAP CREEK AT
 GP0281'THE MOUTH OF COYOTE CREEK.  TURN RIGHT DOWN WAHWEAP CREEK
 GP0281'AND FOLLOW THE CREEK BED FOR 9.0 MILES TO LONE ROCK, CONTINUE
 GP0281'ON DOWN WAHWEAP CREEK FOR 2.3 MILES.  TURN RIGHT OUT OF
 GP0281'THE CREEK AND FOLLOW A COWTRAIL UP THE HILL TO THE SOUTH
 GP0281'FOR ABOUT 1/2 MILE AND (STATION WAHWEAP ON THE HILL ON THE
 GP0281'RIGHT AND BEEHIVE N BASE ON THE HILL TO THE LEFT.) CONTINUE
 GP0281'IN A SOUTHERLY DIRECTION PASSING THE BASE OF HILL ON THE
 GP0281'LEFT FOR ABOUT 1-1/2 MILES TO THE STATION ON THE EDGE
 GP0281'OF THE BLUFF AS DESCRIBED ABOVE.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0281'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0281'A NEW TO REACH FOLLOWS--
 GP0281'
 GP0281'FROM THE GLEN CANYON BRIDGE, WEST OF PAGE, ARIZONA, GO
 GP0281'NORTHWEST ON HIGHWAY U.S. 89 FOR 1.5 MILES TO A T ROAD LEFT.
 GP0281'TURN WEST (LEFT) ON GRAVEL ROAD, AN ARIZONA STATE INSPECTION
 GP0281'STATION IS ON THE RIGHT, FOR 0.15 MILTURN RIGHT BETWEEN
 GP0281'TWO HOMES AND CONTINUE BEHIND 4 TRAILERS ON THE LEFT.  CONTINUE
 GP0281'ON TRACK ROAD UP HILL FOR 0.35 MILE TO A PAVED ROAD.  WITH
 GP0281'2 SILVER WATER TANKS ON THE RIGHT, CONTINUE STRAIGHT ACROSS
 GP0281'THE PAVED ROAD FOR 0.1 MILE AND THE STATION ON THE LEFT.
 GP0281'THE STATION IS ON THE SOUTH BLUFF OF THE MESA.  THE STATION
 GP0281'IS CENTERED BETWEEN FOUR WHITE POSTS SET IN CONCRETE, ABOUT
 GP0281'12 FEET APART.  THE REFERENCE MARKS ARE CENTERED BETWEEN 2
 GP0281'WHITE POSTS SET IN CONCRETE.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 GP0281'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GP0281'
 GP0281'STATION IS LOCATED ABOUT 2.15 MILE NW ALONG U.S. HWY 89 FROM THE
 GP0281'SW END OF GLEN CANYON BRIDGE AT PAGE, THENCE 0.5 MILE S ALONG A
 GP0281'GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC, 0.1 MILE SE ALONG AN
 GP0281'ASPHALT ROAD, 489 FEET SW OF THE CENTER LINE OF THE ASPHALT ROAD.
 GP0281'THE MARK IS A STANDARD TRIANGULATION DISK STAMPED BEEHIVE
 GP0281'S BASE 1947, SET IN TOP OF A SANDSTONE OUTCROP, ABOUT
 GP0281'LEVEL WITH THE GROUND AND PROTECTED BY FOUR 4 X 4 POSTS WHICH
 GP0281'ARE SET IN CONCRETE.
 GP0281'
 GP0281'R.M. 1 IS 20.1 FEET ENE OF STATION, 48.4 FEET NNE OF R.M. 2,
 GP0281'ABOUT LEVEL WITH GROUND, SET IN TOP OF A SANDSTONE OUTCROP
 GP0281'AND STAMPED BEEHIVE S BASE NO 1 1947.
 GP0281'
 GP0281'R.M. 2 IS 42.4 FEET SSE OF STATION, ABOUT LEVEL WITH GROUND,
 GP0281'SET IN THE TOP OF A SANDSTONE OUTCROP AND STAMPED BEEHIVE
 GP0281'S BASE NO 2 1947.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0281'2.75 MI NW FROM PAGE.
 GP0281'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0281'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0281'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0281'SOUTHEAST ALONG AN ASPHALT ROAD, 489 FEET SOUTHWEST OF THE CENTERLINE
 GP0281'OF THE ASPHALT ROAD, 42.4 FEET NORTH-NORTHWEST OF BEEHIVE S BASE NO 2,
 GP0281'20.1 FEET WEST-SOUTHWEST OF BEEHIVE S BASE NO 1, ABOUT LEVEL WITH THE
 GP0281'GROUND, AND SET IN THE TOP OF A SANDSTONE OUTCROP. NOTE-- THIS MARK IS
 GP0281'PROTECTED BY 4 X 4 POSTS WHICH ARE SET IN CONCRETE.
 GP0281
 GP0281                          STATION RECOVERY (1971)
 GP0281
 GP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 GP0281'NO DESCRIPTION AVAILABLE, A NEW TO REACH FOLLOWS.
 GP0281'
 GP0281'FROM THE WEST END OF THE GLEN CANYON BRIDGE, ABOUT 1 MILE WEST
 GP0281'OF PAGE, ARIZONA, GO NORTHWEST ON U.S. HIGHWAY 89 FOR 1.45 MILES TO
 GP0281'A PAVED ROAD WEST, JUST SOUTH OF THE ARIZONA INSPECTION
 GP0281'STATION, TURN LEFT, WEST, AND GO UPHILL THROUGH THE ARIZONA
 GP0281'INSPECTION STATION HOUSING AREA FOR 0.5 MILE TO THE TOP
 GP0281'OF THE MESA AND THE OLD PAVED HIGHWAY, CROSS THE PAVED
 GP0281'HIGHWAY AND CONTINUE WEST FOR 0.1 MILE TO THE SOUTHWEST END
 GP0281'OF THE MESA AND THE STATION.  THE STATION IS ENCLOSED BY
 GP0281'4, WOODEN 4 X 4 POSTS IN CONCRETE, REFERENCE MARKS ARE ALSO
 GP0281'ENCLOSED BY 2, WOODEN 4 X 4 POSTS SET IN CONCRETE.  THE
 GP0281'STATION AND REFERENCE MARKS ARE CEMENTED IN DRILL HOLES IN THE
 GP0281'SANDSTONE LEDGE.
 GP0281
 GP0281                          STATION RECOVERY (1972)
 GP0281
 GP0281'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GP0281'BEEHIVE S BASE 1947 - GOOD.
 GP0281'
 GP0281'FOUND BY HELICOPTER.
 GP0281
 GP0281                          STATION RECOVERY (1983)
 GP0281
 GP0281'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0281'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 GP0281'CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0281'
 GP0281'TO REACH THE STATION FROM PAGE TRAVEL WEST AND NORTHWEST ALONG U.S.
 GP0281'HIGHWAYS 89L AND 89 FOR 1.5 MILES TO GLEN CANYON BRIDGE, CONTINUE
 GP0281'NORTHWEST ALONG U.S. 89 FOR 2.1 MILES TO A GATE ON THE LEFT AT MILE
 GP0281'POST 551.85.  TURN LEFT PASSING THROUGH GATE AND TRAVEL SOUTHWEST FOR
 GP0281'0.5 MILE TO THE OLD HIGHWAY.  TURN LEFT FOR 0.1 MILE TO A TRAIL ROAD
 GP0281'ON THE RIGHT.  TURN RIGHT FOR 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0280 ***********************************************************************
 GP0280  DESIGNATION -  BEEHIVE SOUTH BASE RM 1
 GP0280  PID         -  GP0280
 GP0280  STATE/COUNTY-  AZ/COCONINO
 GP0280  USGS QUAD   -  FERRY SWALE (1985)
 GP0280
 GP0280                         *CURRENT SURVEY CONTROL
 GP0280  ___________________________________________________________________
 GP0280* NAD 83(1986)-  36 56 55.     (N)    111 30 28.     (W)     SCALED    
 GP0280* NAVD 88     -      1267.895  (meters)    4159.75   (feet)  POSTED    
 GP0280  ___________________________________________________________________
 GP0280  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0280  DYNAMIC HT  -        1266.460 (meters)    4155.04  (feet)  COMP
 GP0280  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 GP0280
 GP0280  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0280
 GP0280.The horizontal coordinates were scaled from a topographic map and have
 GP0280.an estimated accuracy of +/- 6 seconds.
 GP0280
 GP0280.The orthometric height was determined by differential leveling
 GP0280.and adjusted by the National Geodetic Survey in 1992..
 GP0280.No vertical observational check was made to the station.
 GP0280.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0280.was located on a no-check spur therefore a value was not computed.
 GP0280
 GP0280.The geoid height was determined by GEOID03.
 GP0280
 GP0280.The dynamic height is computed by dividing the NAVD 88
 GP0280.geopotential number by the normal gravity value computed on the
 GP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0280.degrees latitude (g = 980.6199 gals.).
 GP0280
 GP0280.The modeled gravity was interpolated from observed gravity values.
 GP0280
 GP0280;                    North         East    Units  Estimated Accuracy
 GP0280;SPC AZ C     -   659,850.      249,780.      MT  (+/- 180 meters Scaled)
 GP0280
 GP0280                          SUPERSEDED SURVEY CONTROL
 GP0280
 GP0280  NGVD 29 (??/??/92) 1266.996  (m)         4156.80   (f) ADJ UNCH    1 2
 GP0280
 GP0280.Superseded values are not recommended for survey control.
 GP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0280.See file dsdata.txt to determine how the superseded data were derived.
 GP0280
 GP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF547892(NAD 83)
 GP0280_MARKER: DR = REFERENCE MARK DISK
 GP0280_SETTING: 66 = SET IN ROCK OUTCROP
 GP0280_SP_SET: SANDSTONE OUTCROP
 GP0280_STAMPING: BEEHIVE S BASE NO 1 1947
 GP0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0280+STABILITY: POSITION/ELEVATION WELL
 GP0280
 GP0280  HISTORY     - Date     Condition        Report By
 GP0280  HISTORY     - 1947     MONUMENTED       CGS
 GP0280  HISTORY     - 1962     GOOD             NGS
 GP0280
 GP0280                          STATION DESCRIPTION
 GP0280
 GP0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0280'2.75 MI NW FROM PAGE.
 GP0280'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0280'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0280'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0280'SOUTHEAST ALONG AN ASPHALT ROAD, 48.4 FEET NORTH-NORTHEAST OF BEEHIVE
 GP0280'S BASE NO 2, 20.1 FEET EAST-NORTHEAST OF BEEHIVE S BASE 1947, ABOUT
 GP0280'LEVEL WITH THE GROUND, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0282 ***********************************************************************
 GP0282  DESIGNATION -  BEEHIVE SOUTH BASE RM 2
 GP0282  PID         -  GP0282
 GP0282  STATE/COUNTY-  AZ/COCONINO
 GP0282  USGS QUAD   -  FERRY SWALE (1985)
 GP0282
 GP0282                         *CURRENT SURVEY CONTROL
 GP0282  ___________________________________________________________________
 GP0282* NAD 83(1986)-  36 56 55.     (N)    111 30 28.     (W)     SCALED    
 GP0282* NAVD 88     -      1266.755  (meters)    4156.01   (feet)  POSTED    
 GP0282  ___________________________________________________________________
 GP0282  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0282  DYNAMIC HT  -        1265.320 (meters)    4151.30  (feet)  COMP
 GP0282  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 GP0282
 GP0282  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0282
 GP0282.The horizontal coordinates were scaled from a topographic map and have
 GP0282.an estimated accuracy of +/- 6 seconds.
 GP0282
 GP0282.The orthometric height was determined by differential leveling
 GP0282.and adjusted by the National Geodetic Survey in 1992..
 GP0282.No vertical observational check was made to the station.
 GP0282.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0282.was located on a no-check spur therefore a value was not computed.
 GP0282
 GP0282.The geoid height was determined by GEOID03.
 GP0282
 GP0282.The dynamic height is computed by dividing the NAVD 88
 GP0282.geopotential number by the normal gravity value computed on the
 GP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0282.degrees latitude (g = 980.6199 gals.).
 GP0282
 GP0282.The modeled gravity was interpolated from observed gravity values.
 GP0282
 GP0282;                    North         East    Units  Estimated Accuracy
 GP0282;SPC AZ C     -   659,850.      249,780.      MT  (+/- 180 meters Scaled)
 GP0282
 GP0282                          SUPERSEDED SURVEY CONTROL
 GP0282
 GP0282  NGVD 29 (??/??/92) 1265.856  (m)         4153.06   (f) ADJ UNCH    1 2
 GP0282
 GP0282.Superseded values are not recommended for survey control.
 GP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0282.See file dsdata.txt to determine how the superseded data were derived.
 GP0282
 GP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF547892(NAD 83)
 GP0282_MARKER: DR = REFERENCE MARK DISK
 GP0282_SETTING: 66 = SET IN ROCK OUTCROP
 GP0282_SP_SET: SANDSTONE OUTCROP
 GP0282_STAMPING: BEEHIVE S BASE NO 2 1947
 GP0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0282+STABILITY: POSITION/ELEVATION WELL
 GP0282
 GP0282  HISTORY     - Date     Condition        Report By
 GP0282  HISTORY     - 1947     MONUMENTED       CGS
 GP0282  HISTORY     - 1962     GOOD             NGS
 GP0282
 GP0282                          STATION DESCRIPTION
 GP0282
 GP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0282'2.75 MI NW FROM PAGE.
 GP0282'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0282'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0282'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0282'SOUTHEAST ALONG AN ASPHALT ROAD, 0.1 MILE SOUTHWEST OF TWO WATER
 GP0282'TANKS, 48.4 FEET SOUTH-SOUTHWEST OF BEEHIVE S BASE NO 1, 42.4 FEET
 GP0282'SOUTH-SOUTHEAST OF BEEHIVE S BASE 1947, ABOUT LEVEL WITH THE GROUND,
 GP0282'AND SET IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0585 ***********************************************************************
 GP0585  DESIGNATION -  BEGASHI
 GP0585  PID         -  GP0585
 GP0585  STATE/COUNTY-  AZ/COCONINO
 GP0585  USGS QUAD   -  GOPHER SPRING (1982)
 GP0585
 GP0585                         *CURRENT SURVEY CONTROL
 GP0585  ___________________________________________________________________
 GP0585* NAD 83(1992)-  36 17 26.06104(N)    111 00 36.99938(W)     ADJUSTED  
 GP0585* NAVD 88     -      1751.0    (meters)    5745.     (feet)  VERTCON   
 GP0585  ___________________________________________________________________
 GP0585  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GP0585  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GP0585
 GP0585  HORZ ORDER  -  SECOND
 GP0585
 GP0585.The horizontal coordinates were established by classical geodetic methods
 GP0585.and adjusted by the National Geodetic Survey in August 1993..
 GP0585
 GP0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0585
 GP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0585
 GP0585.The geoid height was determined by GEOID03.
 GP0585
 GP0585;                    North         East     Units Scale Factor Converg.
 GP0585;SPC AZ C     -   587,133.259   294,775.415   MT  0.99998164   +0 32 11.4
 GP0585;SPC AZ C     - 1,926,290.22    967,110.94   iFT  0.99998164   +0 32 11.4
 GP0585;UTM  12      - 4,016,178.024   499,077.114   MT  0.99960001   -0 00 21.9
 GP0585
 GP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0585!SPC AZ C     -   0.99972878  x   0.99998164  =   0.99971043
 GP0585!UTM  12      -   0.99972878  x   0.99960001  =   0.99932890
 GP0585
 GP0585|---------------------------------------------------------------------|
 GP0585| PID    Reference Object                     Distance      Geod. Az  |
 GP0585|                                                           dddmmss.s |
 GP0585| CH2702 BEGASHI RM 2                         18.285 METERS 00506     |
 GP0585| GP0645 TONALEA WATER TANK                  APPROX. 6.5 KM 0555809.7 |
 GP0585| GP0587 LITTLE WHITE MESA                   APPROX. 5.2 KM 1850653.2 |
 GP0585| CH2701 BEGASHI RM 1                         11.264 METERS 27312     |
 GP0585|---------------------------------------------------------------------|
 GP0585
 GP0585                          SUPERSEDED SURVEY CONTROL
 GP0585
 GP0585  NAD 83(1986)-  36 17 26.06151(N)    111 00 36.99753(W) AD(       ) 2
 GP0585  NAD 27      -  36 17 26.09878(N)    111 00 34.47234(W) AD(       ) 2
 GP0585  NGVD 29 (07/19/86) 1750.0    (m)         5741.     (f) VERT ANG       
 GP0585
 GP0585.Superseded values are not recommended for survey control.
 GP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0585.See file dsdata.txt to determine how the superseded data were derived.
 GP0585
 GP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9907716178(NAD 83)
 GP0585_MARKER: DD = SURVEY DISK
 GP0585_SETTING: 0 = UNSPECIFIED SETTING
 GP0585
 GP0585  HISTORY     - Date     Condition        Report By
 GP0585  HISTORY     - 1970     MONUMENTED       USGS
 GP0585
 GP0585                          STATION DESCRIPTION
 GP0585
 GP0585'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0585'RM 1 TO RM 2, NOT MEASURED.
 GP0585'
 GP0585'INSTRUMENT TRIPOD 5.1 FT ABOVE STATION MARK.
 GP0585'
 GP0585'LOCATED ABOUT 16 MI NE. OF TUBA CITY.  ABOUT 5.0 MI SW. OF TONALEA--
 GP0585'ABOUT 0.5 MI NW. OF STATE HIGHWAY 164.  AT THE HIGHEST POINT NEAR
 GP0585'THE N. EDGE OF A SMALL PROMINENT TOP.
 GP0585'
 GP0585'TO REACH FROM TONALEA, (RED LAKE TRADING POST), GO SW. ALONG HIGHWAY
 GP0585'164, FOR 4.0 MI TO A DIRT RD. LEADING RIGHT.  TURN RIGHT (W.) AND
 GP0585'FOLLOW TRACK RD. FOR 0.5 MI TO A Y-RD..  TAKE LEFT FORK FOR 0.3 MI
 GP0585'TO OLD CAMP SITE AND END OF RD.  CONTINUE W. ACROSS COUNTRY FOR 0.4
 GP0585'MI TO SMALL TOP END STATION.
 GP0585'
 GP0585'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED BEGASHI 1970 SET
 GP0585'IN CONCRETE POST PROJECTING ABOUT 0.1 FT ABOVE GROUND.
 GP0585'
 GP0585'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0585'SET IN A CONCRETE POST PROJECTING 0.1 FT ABOVE GROUND.
 GP0585'
 GP0585'REFERENCE MARK NO 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970 SET
 GP0585'IN A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1802 ***********************************************************************
 CZ1802  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1802  DESIGNATION -  BELL
 CZ1802  PID         -  CZ1802
 CZ1802  STATE/COUNTY-  AZ/COCHISE
 CZ1802  USGS QUAD   -  SOZA CANYON (1981)
 CZ1802
 CZ1802                         *CURRENT SURVEY CONTROL
 CZ1802  ___________________________________________________________________
 CZ1802* NAD 83(1992)-  32 20 42.11725(N)    110 24 51.61583(W)     ADJUSTED  
 CZ1802* NAVD 88     -       945.96   (meters)    3103.5    (feet)  GPS OBS   
 CZ1802  ___________________________________________________________________
 CZ1802  X           -  -1,881,623.576 (meters)                     COMP
 CZ1802  Y           -  -5,055,660.629 (meters)                     COMP
 CZ1802  Z           -   3,393,308.184 (meters)                     COMP
 CZ1802  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CZ1802  ELLIP HEIGHT-         918.03  (meters)          (03/22/05) GPS OBS
 CZ1802  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1802
 CZ1802  HORZ ORDER  -  A
 CZ1802  ELLP ORDER  -  FOURTH    CLASS I
 CZ1802
 CZ1802.The horizontal coordinates were established by GPS observations
 CZ1802.and adjusted by the National Geodetic Survey in March 2005..
 CZ1802
 CZ1802.The orthometric height was determined by GPS observations and a
 CZ1802.high-resolution geoid model using precise GPS observation and
 CZ1802.processing techniques.
 CZ1802
 CZ1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1802
 CZ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1802
 CZ1802.The ellipsoidal height was determined by GPS observations
 CZ1802.and is referenced to NAD 83.
 CZ1802
 CZ1802.The geoid height was determined by GEOID03.
 CZ1802
 CZ1802;                    North         East     Units Scale Factor Converg.
 CZ1802;SPC AZ E     -   149,150.759   190,047.147   MT  0.99990670   -0 07 57.0
 CZ1802;SPC AZ E     -   489,339.76    623,514.26   iFT  0.99990670   -0 07 57.0
 CZ1802;SPC AZ C     -   150,115.881   354,778.439   MT  1.00014655   +0 48 14.1
 CZ1802;SPC AZ C     -   492,506.17  1,163,971.26   iFT  1.00014655   +0 48 14.1
 CZ1802;UTM  12      - 3,578,831.693   555,111.185   MT  0.99963745   +0 18 48.0
 CZ1802
 CZ1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1802!SPC AZ E     -   0.99985588  x   0.99990670  =   0.99976259
 CZ1802!SPC AZ C     -   0.99985588  x   1.00014655  =   1.00000241
 CZ1802!UTM  12      -   0.99985588  x   0.99963745  =   0.99949338
 CZ1802
 CZ1802|---------------------------------------------------------------------|
 CZ1802| PID    Reference Object                     Distance      Geod. Az  |
 CZ1802|                                                           dddmmss.s |
 CZ1802| CC6052 BELL RM 1                            13.657 METERS 03516     |
 CZ1802| CC6053 BELL RM 2                            26.829 METERS 12120     |
 CZ1802| CC6051 BELL AZ MK                                         1895248.1 |
 CZ1802|---------------------------------------------------------------------|
 CZ1802
 CZ1802                          SUPERSEDED SURVEY CONTROL
 CZ1802
 CZ1802  NAD 83(1992)-  32 20 42.11925(N)    110 24 51.61443(W) AD(       ) 1
 CZ1802  NAD 83(1986)-  32 20 42.11562(N)    110 24 51.61085(W) AD(       ) 1
 CZ1802  NAD 27      -  32 20 41.85300(N)    110 24 49.31300(W) AD(       ) 1
 CZ1802  NGVD 29 (07/19/86)  945.3    (m)         3101.     (f) VERT ANG       
 CZ1802
 CZ1802.Superseded values are not recommended for survey control.
 CZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1802.See file dsdata.txt to determine how the superseded data were derived.
 CZ1802
 CZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5511178832(NAD 83)
 CZ1802_MARKER: DS = TRIANGULATION STATION DISK
 CZ1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1802_STAMPING: BELL 1946
 CZ1802_MARK LOGO: CGS   
 CZ1802_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1802+STABILITY: SURFACE MOTION
 CZ1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1802+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CZ1802
 CZ1802  HISTORY     - Date     Condition        Report By
 CZ1802  HISTORY     - 1946     MONUMENTED       CGS
 CZ1802  HISTORY     - 1947     GOOD             CGS
 CZ1802  HISTORY     - 1972     GOOD             AZHD
 CZ1802  HISTORY     - 20031030 GOOD             AZ-003
 CZ1802
 CZ1802                          STATION DESCRIPTION
 CZ1802
 CZ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1802'THIS STATION WAS BUILT IN 1946 BY THE PARTY OF C.A. EGNER,
 CZ1802'BUT WAS NEITHER OCCUPIED NOR OBSERVED UPON.  STATION, UNDERGROUND,
 CZ1802'REFERENCE MARKS, AND AZIMUTH MARK WERE SET.
 CZ1802'
 CZ1802'STATION IS LOCATED ABOUT 26-1/2 MILES, AIRLINE, NNW OF BENSON,
 CZ1802'ABOUT 7-1/2 MILES SE OF REDINGTON, ON THE E SIDE OF THE SAN
 CZ1802'PEDRO RIVER, AND 0.1 MILE E OF THE REDINGTON ROAD.
 CZ1802'
 CZ1802'TO REACH FROM THE POST OFFICE IN BENSON, GO E ON STATE HIGHWAY
 CZ1802'86 FOR 1.4 MILES TO A T-INTERSECTION (0.45 MILE AFTER
 CZ1802'CROSSING BRIDGE OVER SAN PEDRO RIVER).  TURN LEFT, N, CROSS
 CZ1802'CATTLE GUARD, AND FOLLOW MACADAM ROAD 3.05 MILES TO THE
 CZ1802'STORE AND POST OFFICE AT POMERENE.  TURN LEFT AND GO 0.25 MILE,
 CZ1802'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO A
 CZ1802'T-INTERSECTION AT SIGN IN FORKS WHICH READS WILLCOX 32 MILES.
 CZ1802'THIS IS THE JUNCTION OF THE REDINGTON AND WILLCOX ROADS.
 CZ1802'CONTINUE AHEAD ON THE REDINGTON ROAD 11.8 MILES TO A CATTLE
 CZ1802'GUARD.  CONTINUE AHEAD ON MAIN TRAVELED ROAD 0.8 MILE.  (THIS
 CZ1802'POINT IS 8.9 MILES S OF REDINGTON.) HERE TURN RIGHT OFF
 CZ1802'ROAD AND DRIVE 0.1 MILE TO CAIRN AND STATION SITE WHICH
 CZ1802'CAN BE SEEN FROM THE ROAD.
 CZ1802'
 CZ1802'STATION IS MARKED BY A BRONZE STATION DISK IN TOP OF A
 CZ1802'10-INCH-SQUARE CONCRETE MONUMENT.  DISK IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'THE REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN 10-INCH SQUARE
 CZ1802'CONCRETE MONUMENTS.
 CZ1802'
 CZ1802'REFERENCE MARK 1 IS ABOUT 45 FEET NE OF THE STATION, STAMPED
 CZ1802'BELL NO 1 1946.
 CZ1802'
 CZ1802'REFERENCE MARK 2 IS ABOUT 60 FEET SE OF THE STATION, STAMPED
 CZ1802'BELL NO 2 1946.
 CZ1802'
 CZ1802'THE AZIMUTH MARK IS ABOUT 1/3 MILE SSW OF THE STATION, 0.5
 CZ1802'MILE BEYOND CATTLE GUARD MENTIONED ABOVE, IN A FENCE CORNER
 CZ1802'ON W SIDE OF ROAD AT A SECOND CATTLE GUARD.  MARKED BY A
 CZ1802'BRONZE AZIMUTH DISK, STAMPED BELL 1946, AND IN THE TOP OF A
 CZ1802'10-INCH-SQUARE CONCRETE MONUMENT.
 CZ1802'
 CZ1802'A 4-FOOT STAND ERECTED.
 CZ1802'
 CZ1802'(ABOVE DESCRIPTION COMPILED FROM BUILDERS NOTES AND RECONNAISSANCE
 CZ1802'DESCRIPTION.)
 CZ1802'
 CZ1802'NOT OCCUPIED.
 CZ1802
 CZ1802                          STATION RECOVERY (1947)
 CZ1802
 CZ1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1802'THE STATION IS LOCATED ABOUT 26.5 MILES AIR LINE NORTH-NORTHWEST
 CZ1802'OF BENSON, ABOUT 7.5 MILES SOUTHEAST OF REDINGTON, ON THE
 CZ1802'EAST SIDE OF THE SAN PEDRO RIVER, ABOUT 0.1 MILE EAST OF THE
 CZ1802'REDINGTON ROAD ON A LOW BENCH APPROXIMATELY 30 FEET HIGHER
 CZ1802'THAN THE ROAD, RATHER STEEP TO THE WEST WITH A GRADUAL GRADE
 CZ1802'TO EAST, 6 FEET SOUTHEAST OF A 3 FOOT CAIRN, PROJECTS 2 INCHES
 CZ1802'AND IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 CZ1802'THE STATION, 20 PACES SOUTH OF THE NORTH BRIM OF BENCH, PROJECTS
 CZ1802'3 INCHES AND IS STAMPED BELL NO 1 1946.
 CZ1802'
 CZ1802'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 CZ1802'STATION, AT A POINT WHERE THE BENCH SLOPES TO THE SOUTH, 14
 CZ1802'PACES NORTH OF A SMALL WASH, PROJECTS 2 INCHES AND IS STAMPED
 CZ1802'BELL NO 2 1946.
 CZ1802'
 CZ1802'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION, AT A CATTLE
 CZ1802'GUARD, 21 FEET WEST OF CENTER LINE OF ROAD, 5 FEET EAST OF
 CZ1802'A NORTH-SOUTH FENCE LINE, SET FLUSH AND IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'TO REACH FROM THE POST OFFICE IN BENSON.  GO EAST ON STATE
 CZ1802'HIGHWAY 86 TOWARD WILLCOX FOR 1.2 MILE (THIS IS 0.3 MILE AFTER
 CZ1802'CROSSING THE SAN PEDRO RIVER) TO A T INTERSECTION.  TURN LEFT
 CZ1802'(N) ACROSS CATTLE GUARD AND FOLLOW HARD SURFACED ROAD FOR 3.2
 CZ1802'MILES TO STORE AND POST OFFICE AT POMERENE.  TURN LEFT AND
 CZ1802'GO 0.25 MILE TO A POINT WHERE MAIN ROAD TURNS NORTH.  TURN
 CZ1802'NORTH AND FOLLOW MAIN ROAD FOR 17.7 MILES TO THE INTERSECTION
 CZ1802'OF THE REDINGTON AND WILLCOX ROADS.  CONTINUE STRAIGHT AHEAD
 CZ1802'ON THE REDINGTON ROAD FOR 12.8 MILES TO A CATTLE GUARD AT
 CZ1802'TOP OF A SMALL HILL AND AZIMUTH MARK ON LEFT AS DESCRIBED
 CZ1802'ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE.  TURN RIGHT AND
 CZ1802'DRIVE TO TOP OF LOW BENCH, A DISTANCE OF 0.1 MILE TO
 CZ1802'STATION.
 CZ1802
 CZ1802                          STATION RECOVERY (1972)
 CZ1802
 CZ1802'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (DHK)
 CZ1802'STATION MARK IN GOOD CONDITION.
 CZ1802'
 CZ1802'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 CZ1802'
 CZ1802'AZIMUTH MARK FOUND AS DESCRIBED.
 CZ1802
 CZ1802                          STATION RECOVERY (2003)
 CZ1802
 CZ1802'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CZ1802'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1254 ***********************************************************************
 DA1254  DESIGNATION -  BELL
 DA1254  PID         -  DA1254
 DA1254  STATE/COUNTY-  AZ/PIMA
 DA1254  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA1254
 DA1254                         *CURRENT SURVEY CONTROL
 DA1254  ___________________________________________________________________
 DA1254* NAD 83(1992)-  32 07 06.21351(N)    113 06 41.41985(W)     ADJUSTED  
 DA1254* NAVD 88     -       324.6    (meters)    1065.     (feet)  VERTCON   
 DA1254  ___________________________________________________________________
 DA1254  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DA1254  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1254
 DA1254  HORZ ORDER  -  THIRD
 DA1254
 DA1254.The horizontal coordinates were established by classical geodetic methods
 DA1254.and adjusted by the National Geodetic Survey in August 1993..
 DA1254
 DA1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1254
 DA1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1254
 DA1254.The geoid height was determined by GEOID03.
 DA1254
 DA1254;                    North         East     Units Scale Factor Converg.
 DA1254;SPC AZ C     -   124,619.128   100,608.938   MT  1.00005673   -0 38 07.2
 DA1254;SPC AZ C     -   408,855.41    330,081.82   iFT  1.00005673   -0 38 07.2
 DA1254;UTM  12      - 3,555,510.862   300,793.972   MT  1.00008940   -1 07 22.8
 DA1254
 DA1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1254!SPC AZ C     -   0.99995414  x   1.00005673  =   1.00001087
 DA1254!UTM  12      -   0.99995414  x   1.00008940  =   1.00004354
 DA1254
 DA1254:                Primary Azimuth Mark                     Grid Az
 DA1254:SPC AZ C     -  QUITOVAGUITA                             197 58 10.7
 DA1254:UTM  12      -  QUITOVAGUITA                             198 27 26.3
 DA1254
 DA1254|---------------------------------------------------------------------|
 DA1254| PID    Reference Object                     Distance      Geod. Az  |
 DA1254|                                                           dddmmss.s |
 DA1254| DA1412 QUITOVAGUITA                        APPROX.10.8 KM 1972003.5 |
 DA1254|---------------------------------------------------------------------|
 DA1254
 DA1254                          SUPERSEDED SURVEY CONTROL
 DA1254
 DA1254  NAD 83(1986)-  32 07 06.18040(N)    113 06 41.41948(W) AD(       ) 3
 DA1254  NGVD 29 (06/20/88)  323.9    (m)         1063.     (f) VERT ANG       
 DA1254
 DA1254.Superseded values are not recommended for survey control.
 DA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1254.See file dsdata.txt to determine how the superseded data were derived.
 DA1254
 DA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0079455511(NAD 83)
 DA1254_MARKER: DS = TRIANGULATION STATION DISK
 DA1254_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DA1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1254
 DA1254  HISTORY     - Date     Condition        Report By
 DA1254  HISTORY     - 1962     MONUMENTED       AMS
 DA1254
 DA1254                          STATION DESCRIPTION
 DA1254
 DA1254'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1254'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1254'
 DA1254'LOCATED ABOUT 22.3 MI SW. OF AJO, ABOUT 10.1 MI WSW. OF BATES
 DA1254'WELL.
 DA1254'
 DA1254'TO REACH FROM BATES WELL, GO WSW. ON MAIN-TRAVELED RD. 8.5 MI TO
 DA1254'N.-S. FENCE AND GATE.  PASS THROUGH GATE 1.6 MI TO STATION 255 FT
 DA1254'SSE. OF CENTERLINE OF RD. AND 5.0 FT SSE. OF 4X4-INCH WHITE
 DA1254'WITNESS POST.
 DA1254'
 DA1254'STATION MARK--USE DISK STAMPED---BELL ARMY MAP SERVICE 1962---, IN
 DA1254'POURED CONCRETE PROJECTING 0.2 FT.
 DA1254'
 DA1254'RM 1--USE RM DISK STAMPED---BELL RM NO 1 ARMY MAP SERVICE 1962---,
 DA1254'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1254'
 DA1254'RM 2--USE RM DISK STAMPED---BELL RM NO 2 ARMY MAP SERVICE 1962---,
 DA1254'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1254'
 DA1254'AZ MARK--NGS BM DISK STAMPED---W 342 1961---, 21 FT S. OF
 DA1254'CENTERLINE OF RD., IN CONCRETE PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0889 ***********************************************************************
 ES0889  DESIGNATION -  BELL
 ES0889  PID         -  ES0889
 ES0889  STATE/COUNTY-  AZ/NAVAJO
 ES0889  USGS QUAD   -  PORTER CANYON (1986)
 ES0889
 ES0889                         *CURRENT SURVEY CONTROL
 ES0889  ___________________________________________________________________
 ES0889* NAD 83(1992)-  34 50 13.73787(N)    110 11 02.21019(W)     ADJUSTED  
 ES0889* NAVD 88     -      1642.6    (meters)    5389.     (feet)  VERTCON   
 ES0889  ___________________________________________________________________
 ES0889  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ES0889  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0889
 ES0889  HORZ ORDER  -  SECOND
 ES0889
 ES0889.The horizontal coordinates were established by classical geodetic methods
 ES0889.and adjusted by the National Geodetic Survey in August 1993..
 ES0889
 ES0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0889
 ES0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0889
 ES0889.The geoid height was determined by GEOID03.
 ES0889
 ES0889;                    North         East     Units Scale Factor Converg.
 ES0889;SPC AZ E     -   425,509.664   211,779.524   MT  0.99990003   -0 00 35.5
 ES0889;SPC AZ E     - 1,396,029.08    694,814.71   iFT  0.99990003   -0 00 35.5
 ES0889;UTM  12      - 3,855,287.344   574,614.278   MT  0.99966862   +0 27 58.3
 ES0889
 ES0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0889!SPC AZ E     -   0.99974605  x   0.99990003  =   0.99964610
 ES0889!UTM  12      -   0.99974605  x   0.99966862  =   0.99941475
 ES0889
 ES0889|---------------------------------------------------------------------|
 ES0889| PID    Reference Object                     Distance      Geod. Az  |
 ES0889|                                                           dddmmss.s |
 ES0889| DZ1381 BELL RM 2                            12.558 METERS 02716     |
 ES0889| ES0935 RAIL                                APPROX. 2.7 KM 0304932.7 |
 ES0889| DZ1380 BELL RM 1                            12.898 METERS 20642     |
 ES0889|---------------------------------------------------------------------|
 ES0889
 ES0889                          SUPERSEDED SURVEY CONTROL
 ES0889
 ES0889  NAD 83(1986)-  34 50 13.73088(N)    110 11 02.21300(W) AD(       ) 2
 ES0889  NGVD 29 (08/03/87) 1641.7    (m)         5386.     (f) VERT ANG       
 ES0889
 ES0889.Superseded values are not recommended for survey control.
 ES0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0889.See file dsdata.txt to determine how the superseded data were derived.
 ES0889
 ES0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7461455287(NAD 83)
 ES0889_MARKER: DS = TRIANGULATION STATION DISK
 ES0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0889+STABILITY: SURFACE MOTION
 ES0889
 ES0889  HISTORY     - Date     Condition        Report By
 ES0889  HISTORY     - 1983     MONUMENTED       AZDT
 ES0889
 ES0889                          STATION DESCRIPTION
 ES0889
 ES0889'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0889'THE STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0889'ROUTE 377.
 ES0889'
 ES0889'THE STATION MARK IS AN AZDT DISK STAMPED---BELL 1983---.  IT IS SET IN
 ES0889'TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHWEST OF THE HIGHWAY
 ES0889'AND 4 FEET SOUTHEAST OF THE WITNESS POST AND SIGN.
 ES0889'
 ES0889'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BELL RM 1 1983---.  IT IS
 ES0889'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0889'
 ES0889'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---P AND M 1251-2 1973---.  IT
 ES0889'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0889'
 ES0889'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0889'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0889'77 FOR 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG S.R. 377 FOR
 ES0889'2.55 MILES TO THE STATION ON THE RIGHT AT MILE POST 31.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1257 ***********************************************************************
 DV1257  DESIGNATION -  BELL 2
 DV1257  PID         -  DV1257
 DV1257  STATE/COUNTY-  AZ/MARICOPA
 DV1257  USGS QUAD   -  UNION HILLS (1981)
 DV1257
 DV1257                         *CURRENT SURVEY CONTROL
 DV1257  ___________________________________________________________________
 DV1257* NAD 83(1992)-  33 38 30.53768(N)    112 06 59.69196(W)     ADJUSTED  
 DV1257* NAVD 88     -       407.193  (meters)    1335.93   (feet)  ADJUSTED  
 DV1257  ___________________________________________________________________
 DV1257  X           -  -2,001,315.285 (meters)                     COMP
 DV1257  Y           -  -4,924,556.337 (meters)                     COMP
 DV1257  Z           -   3,513,649.307 (meters)                     COMP
 DV1257  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1257  ELLIP HEIGHT-         377.60  (meters)          (06/11/02) GPS OBS
 DV1257  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV1257  DYNAMIC HT  -         406.719 (meters)    1334.38  (feet)  COMP
 DV1257  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV1257
 DV1257  HORZ ORDER  -  FIRST
 DV1257  VERT ORDER  -  FIRST     CLASS II
 DV1257  ELLP ORDER  -  THIRD     CLASS II
 DV1257
 DV1257.The horizontal coordinates were established by GPS observations
 DV1257.and adjusted by the National Geodetic Survey in November 1997..
 DV1257
 DV1257.The orthometric height was determined by differential leveling
 DV1257.and adjusted by the National Geodetic Survey in June 1991..
 DV1257
 DV1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1257
 DV1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1257
 DV1257.The ellipsoidal height was determined by GPS observations
 DV1257.and is referenced to NAD 83.
 DV1257
 DV1257.The geoid height was determined by GEOID03.
 DV1257
 DV1257.The dynamic height is computed by dividing the NAVD 88
 DV1257.geopotential number by the normal gravity value computed on the
 DV1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1257.degrees latitude (g = 980.6199 gals.).
 DV1257
 DV1257.The modeled gravity was interpolated from observed gravity values.
 DV1257
 DV1257;                    North         East     Units Scale Factor Converg.
 DV1257;SPC AZ C     -   292,946.281   194,815.631   MT  0.99990424   -0 06 38.7
 DV1257;SPC AZ C     -   961,109.85    639,158.89   iFT  0.99990424   -0 06 38.7
 DV1257;UTM  12      - 3,723,001.413   396,452.831   MT  0.99973218   -0 37 07.1
 DV1257
 DV1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1257!SPC AZ C     -   0.99994072  x   0.99990424  =   0.99984497
 DV1257!UTM  12      -   0.99994072  x   0.99973218  =   0.99967292
 DV1257
 DV1257|---------------------------------------------------------------------|
 DV1257| PID    Reference Object                     Distance      Geod. Az  |
 DV1257|                                                           dddmmss.s |
 DV1257| DV1258 BELL 2 RM 3                          11.358 METERS 01542     |
 DV1257| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX. 4.5 KM 0241619.5 |
 DV1257| CH4333 BELL AZ MK                                         1033559.4 |
 DV1257| CH4336 BELL 2 RM 5                          17.084 METERS 12435     |
 DV1257| DV0181 BELL                                 86.181 METERS 14417     |
 DV1257| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 6.0 KM 1522415.4 |
 DV1257| CH4334 BELL 2 AZ MK                                       1704527.0 |
 DV1257| CH4335 BELL 2 RM 4                          10.258 METERS 19534     |
 DV1257| DV2028 PHOENIX AM TEL AND TEL MAST         APPROX. 3.0 KM 2323632.1 |
 DV1257|---------------------------------------------------------------------|
 DV1257
 DV1257                          SUPERSEDED SURVEY CONTROL
 DV1257
 DV1257  NAD 83(1992)-  33 38 30.53768(N)    112 06 59.69195(W) AD(       ) 1
 DV1257  NAD 83(1986)-  33 38 30.53267(N)    112 06 59.69811(W) AD(       ) 1
 DV1257  NAD 27      -  33 38 30.39400(N)    112 06 57.15030(W) AD(       ) 1
 DV1257  NGVD 29 (07/19/86)  406.62   (m)         1334.1    (f) LEVELING    3  
 DV1257
 DV1257.Superseded values are not recommended for survey control.
 DV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1257.See file dsdata.txt to determine how the superseded data were derived.
 DV1257
 DV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9645323001(NAD 83)
 DV1257_MARKER: DS = TRIANGULATION STATION DISK
 DV1257_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1257_SP_SET: CONCRETE POST
 DV1257_STAMPING: BELL 2 1963
 DV1257_MARK LOGO: CGS   
 DV1257_PROJECTION: RECESSED 15 CENTIMETERS
 DV1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1257+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 DV1257
 DV1257  HISTORY     - Date     Condition        Report By
 DV1257  HISTORY     - 1963     MONUMENTED       CGS
 DV1257  HISTORY     - 1963     GOOD             CGS
 DV1257  HISTORY     - 1970     GOOD             NGS
 DV1257  HISTORY     - 1981     GOOD             NGS
 DV1257  HISTORY     - 19970124 GOOD             ATEAM
 DV1257  HISTORY     - 20060226 GOOD             GEOCAC
 DV1257  HISTORY     - 20060226 GOOD             GEOCAC
 DV1257
 DV1257                          STATION DESCRIPTION
 DV1257
 DV1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV1257'STATION IS LOCATED ABOUT 13 MILES NORTH OF THE CENTER OF
 DV1257'PHOENIX, ABOUT 3 MILES SOUTH OF THE VILLAGE OF ADOBE AND ON
 DV1257'THE WEST SIDE OF STATE HIGHWAY 69.
 DV1257'
 DV1257'TO REACH THE STATION FROM THE INTERSECTION OF WEST CAMELBACK
 DV1257'ROAD AND BLACK CANYON HIGHWAY IN PHOENIX, GO NORTH ON BLACK
 DV1257'CANYON HIGHWAY (STATE HIGHWAY 69) FOR 8.7 MILES TO WEST BALL
 DV1257'ROAD, CONTINUE NORTH ON STATE HIGHWAY 69 FOR 0.15 MILE TO STATION
 DV1257'ON LEFT AS DESCRIBED.
 DV1257'
 DV1257'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED BELL 2 1963,
 DV1257'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV1257'WITH THE SURFACE OF THE GROUND.  THE MARK IS 322 FEET NORTH OF
 DV1257'THE CENTER OF A GRAVEL ROAD, 271 FEET WEST OF THE WEST EDGE
 DV1257'OF STATE HIGHWAY 69, 170 FEET WEST OF ROAD SIGN PANCAKE HOUSE
 DV1257'AND 1.5 FEET SOUTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED BELL 2 NO.
 DV1257'3 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV1257'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 357 FEET
 DV1257'NORTH OF THE CENTER OF BLADED ROAD, 256 FEET WEST OF THE WEST
 DV1257'EDGE OF STATE HIGHWAY 69 AND 35 FEET NORTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED BELL 2
 DV1257'NO 4 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV1257'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 288
 DV1257'FEET NORTH OF THE CENTER OF BLADED ROAD, 283 FEET WEST OF THE
 DV1257'WEST EDGE OF STATE HIGHWAY 69 AND 38.5 FEET SOUTH OF THE
 DV1257'WITNESS POST.
 DV1257'
 DV1257'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BELL 1959, IS
 DV1257'SET IN THE TOP OF A CONCRETE CYLNDER WHICH PROJECTS ABOUT
 DV1257'4 INCHES ABOVE THE GROUND.  THE MARK IS 49 FEET NORTHEAST OF
 DV1257'THE CENTER OF A IRRIGATION WATER PUMP, 43 FEET SOUTH OF THE
 DV1257'CENTER OF WEST BELL ROAD, 21.5 FEET SOUTHEAST OF EAST POLE
 DV1257'OF DOUBLE POWER POLES WITH 3 TRANSFORMERS, 14 FEET WEST OF THE
 DV1257'CENTER OF DRIVE AND 2 FEET WEST OF THE WITNESS POST.
 DV1257'
 DV1257'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV1257
 DV1257                          STATION RECOVERY (1963)
 DV1257
 DV1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV1257'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1257'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 DV1257'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DV1257'
 DV1257'THE 1963 DESCRIPTION SUBMITTED EARLIER IS ADEQUATE.
 DV1257
 DV1257                          STATION RECOVERY (1970)
 DV1257
 DV1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV1257'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 DV1257'RECOVERED.  REFERENCE MARK 4 HAS BEEN DESTROYED.  THE AZIMUTH
 DV1257'MARK WOULD NOT SEE THE STATION DUE TO DEVELOPMENT IN THE AREA.
 DV1257'AZIMUTH MARK NO. 2 AND REFERENCE MARK NO. 5 WERE ESTABLISHED
 DV1257'AT THIS TIME.
 DV1257'
 DV1257'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF THE CENTER OF
 DV1257'PHOENIX AND ABOUT 0.05 MILE WEST OF INTERSTATE HIGHWAY 17 AT
 DV1257'THE BELL ROAD INTERCHANGE.
 DV1257'
 DV1257'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND BELL ROAD,
 DV1257'GO WEST ALONG BELL ROAD FOR ABOUT 0.1 MILE TO THE WEST FRONTAGE
 DV1257'ROAD.  TURN RIGHT ALONG A DIRT ROAD WHICH PARALLELS THIS
 DV1257'ONE WAY STREET FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DV1257'
 DV1257'THE STATION MARK IS A STANDARD DISK STAMPED, BELL 2 1963.
 DV1257'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 DV1257'PROJECTS 1/2 INCH.  IT IS 211 FEET NORTHEAST OF POWER POLE
 DV1257'30T PS62947.  193 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 DV1257'114-1/2 FEET SOUTH OF HIGHWAY RIGHT OF WAY STATION 648+00
 DV1257'WHICH IS MARKED WITH A WHITE ANGLE IRON THAT PROJECTS 2 FEET,
 DV1257'26 FEET WEST OF THE FRONTAGE ROAD AND 2 FEET SOUTH OF THE
 DV1257'WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 3, IS A STANDARD DISK STAMPED, BELL 2 NO 3 1963.
 DV1257'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH
 DV1257'WITH THE GROUND.  IT IS 79-1/2 FEET SOUTH-SOUTHWEST OF HIGHWAY
 DV1257'STATION 648+00, 38 FEET WEST OF THE CENTER OF THE FRONTAGE
 DV1257'ROAD AND 37-1/2 FEET NORTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 5, IS A STANDARD DISK STAMPED, BELL 2 1963 NO
 DV1257'5 1970.  IT IS SET IN A DRILL HOLE IN THE EAST HEADWALL OF A
 DV1257'6 FOOT DRAINAGE DITCH.  IT IS 58 FEET EAST OF THE WITNESS POST
 DV1257'AND 30 FEET EAST OF THE CENTER OF THE WEST FRONTAGE ROAD.
 DV1257'
 DV1257'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH
 DV1257'ROUND CONCRETE MONUMENT AND STAMPED, BELL 1959.  0.5 MILE
 DV1257'EAST ALONG BELL ROAD FROM INTERSTATE 17, 18 FEET NORTHEAST OF A
 DV1257'20 FOOT STAND PIPE, 43 FEET SOUTH OF CENTER LINE OF EAST BELL
 DV1257'ROAD AND 2 FEET WEST OF WITNESS POST.
 DV1257'
 DV1257'AZIMUTH MARK NO. 2, IS A STANDARD DISK STAMPED, BELL 2 1963
 DV1257'NO 2 1970.  IT IS SET IN A DRILL HOLE IN THE CONCRETE
 DV1257'BASE OF THE FIRST LAMP POLE SOUTH OF THE BRIDGE OVER BELL
 DV1257'ROAD, 78 PACES SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE
 DV1257'AND ABOUT 15 FEET WEST OF THE CENTER OF THE EXIT LANE.
 DV1257'
 DV1257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13
 DV1257'MILES NORTH OF PHOENIX.
 DV1257
 DV1257                          STATION RECOVERY (1981)
 DV1257
 DV1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1257'18.4 KM (11.45 MI) NORT FROM PHOENIX.
 DV1257'18.4 KM (11.45 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1257'INTERSECTION OF GRAND AVENUE AT PHOENIX, 0.25 KM (0.15 MI) NORTH OF
 DV1257'BELL ROAD, 0.2 KM (0.1 MI) WEST OF INTERSTATE 17, AT THE SOUTHWEST
 DV1257'END OF A CURVE IN THE WEST FRONTAGE ROAD, 6.9 METERS (22.6 FT )
 DV1257'NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 42.4 METERS
 DV1257'(139 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST DRIVEWAY TO A
 DV1257'VERY SMALL TRAILER PARK, 31.5 METERS (103.5 FT) NORTHEAST OF THE
 DV1257'CENTERLINE OF THE SOUTHWEST DRIVEWAY TO THE TRAILER PARK, 2.4 METERS
 DV1257'(7.9 FT) SOUTHEAST OF A CHAIN LINK FENCE.
 DV1257'THE MARK IS 2.2 METERS  SE FROM A WITNESS POST.
 DV1257'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 DV1257
 DV1257                          STATION RECOVERY (1997)
 DV1257
 DV1257'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV1257'RECOVERED AS DESCRIBED IN NOTE OF 1962
 DV1257
 DV1257                          STATION RECOVERY (2006)
 DV1257
 DV1257'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1257'RECOVERED IN GOOD CONDITION.
 DV1257
 DV1257                          STATION RECOVERY (2006)
 DV1257
 DV1257'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1257'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 DV1257'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1258 ***********************************************************************
 DV1258  DESIGNATION -  BELL 2 RM 3
 DV1258  PID         -  DV1258
 DV1258  STATE/COUNTY-  AZ/MARICOPA
 DV1258  USGS QUAD   -  UNION HILLS (1981)
 DV1258
 DV1258                         *CURRENT SURVEY CONTROL
 DV1258  ___________________________________________________________________
 DV1258* NAD 83(1986)-  33 38 30.     (N)    112 07 00.     (W)     SCALED    
 DV1258* NAVD 88     -       407.268  (meters)    1336.18   (feet)  ADJUSTED  
 DV1258  ___________________________________________________________________
 DV1258  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV1258  DYNAMIC HT  -         406.794 (meters)    1334.62  (feet)  COMP
 DV1258  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV1258
 DV1258  VERT ORDER  -  FIRST     CLASS II
 DV1258
 DV1258.The horizontal coordinates were scaled from a topographic map and have
 DV1258.an estimated accuracy of +/- 6 seconds.
 DV1258
 DV1258.The orthometric height was determined by differential leveling
 DV1258.and adjusted by the National Geodetic Survey in June 1991..
 DV1258
 DV1258.The geoid height was determined by GEOID03.
 DV1258
 DV1258.The dynamic height is computed by dividing the NAVD 88
 DV1258.geopotential number by the normal gravity value computed on the
 DV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1258.degrees latitude (g = 980.6199 gals.).
 DV1258
 DV1258.The modeled gravity was interpolated from observed gravity values.
 DV1258
 DV1258;                    North         East    Units  Estimated Accuracy
 DV1258;SPC AZ C     -   292,930.      194,810.      MT  (+/- 180 meters Scaled)
 DV1258
 DV1258                          SUPERSEDED SURVEY CONTROL
 DV1258
 DV1258.No superseded survey control is available for this station.
 DV1258
 DV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV1258_MARKER: DR = REFERENCE MARK DISK
 DV1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1258_SP_SET: CONCRETE POST
 DV1258_STAMPING: BELL 2 NO 3 1963
 DV1258_MARK LOGO: CGS   
 DV1258_PROJECTION: FLUSH
 DV1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1258+STABILITY: SURFACE MOTION
 DV1258
 DV1258  HISTORY     - Date     Condition        Report By
 DV1258  HISTORY     - 1963     MONUMENTED       CGS
 DV1258  HISTORY     - 1981     GOOD             NGS
 DV1258  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1258
 DV1258                          STATION DESCRIPTION
 DV1258
 DV1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1258'18.4 KM (11.45 MI) NORT FROM PHOENIX.
 DV1258'18.4 KM (11.45 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1258'INTERSECTION OF GRAND AVENUE AT PHOENIX, 0.25 KM (0.15 MI) NORTH OF
 DV1258'BELL ROAD, 0.2 KM (0.1 MI) WEST OF INTERSTATE 17, 11.4 METERS
 DV1258'(37.4 FT) NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 31.1
 DV1258'METERS (102 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST DRIVEWAY
 DV1258'LEADING TO A SMALL TRAILER PARK, 42.8 METERS (140.5 FT) NORTHEAST OF
 DV1258'THE CENTERLINE OF THE SOUTHWEST DRIVEWAY LEADING TO THE TRAILER PARK,
 DV1258'2.1 METERS (6.9 FT) NORTHWEST OF A CHAIN LINK FENCE, 11.36 METERS
 DV1258'(37.25 FT) NORTH OF STATION BELL 2.
 DV1258'THE MARK IS 11.0 METERS  N FROM A WITNESS POST.
 DV1258'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1258
 DV1258                          STATION RECOVERY (2004)
 DV1258
 DV1258'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1258'NOT FOUND. NEW HEAD OVER THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5762 ***********************************************************************
 DH5762  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5762  DESIGNATION -  BELL RANCH
 DH5762  PID         -  DH5762
 DH5762  STATE/COUNTY-  AZ/COCHISE
 DH5762  USGS QUAD   -  DOS CABEZAS SW (1974)
 DH5762
 DH5762                         *CURRENT SURVEY CONTROL
 DH5762  ___________________________________________________________________
 DH5762* NAD 83(1992)-  32 02 09.97938(N)    109 41 42.85086(W)     ADJUSTED  
 DH5762* NAVD 88     -      1318.25   (meters)    4325.0    (feet)  GPS OBS   
 DH5762  ___________________________________________________________________
 DH5762  X           -  -1,824,283.076 (meters)                     COMP
 DH5762  Y           -  -5,096,360.109 (meters)                     COMP
 DH5762  Z           -   3,364,510.951 (meters)                     COMP
 DH5762  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DH5762  ELLIP HEIGHT-        1291.20  (meters)          (08/22/05) GPS OBS
 DH5762  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DH5762
 DH5762  HORZ ORDER  -  B
 DH5762  ELLP ORDER  -  FOURTH    CLASS II
 DH5762
 DH5762.The horizontal coordinates were established by GPS observations
 DH5762.and adjusted by the National Geodetic Survey in August 2005..
 DH5762
 DH5762.The orthometric height was determined by GPS observations and a
 DH5762.high-resolution geoid model using precise GPS observation and
 DH5762.processing techniques.
 DH5762
 DH5762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5762
 DH5762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5762
 DH5762.The ellipsoidal height was determined by GPS observations
 DH5762.and is referenced to NAD 83.
 DH5762
 DH5762.The geoid height was determined by GEOID03.
 DH5762
 DH5762;                    North         East     Units Scale Factor Converg.
 DH5762;SPC AZ E     -   114,967.413   257,885.235   MT  0.99992444   +0 15 00.3
 DH5762;SPC AZ E     -   377,189.68    846,080.17   iFT  0.99992444   +0 15 00.3
 DH5762;UTM  12      - 3,545,181.893   623,198.274   MT  0.99978718   +0 41 31.9
 DH5762
 DH5762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5762!SPC AZ E     -   0.99979730  x   0.99992444  =   0.99972176
 DH5762!UTM  12      -   0.99979730  x   0.99978718  =   0.99958452
 DH5762
 DH5762                          SUPERSEDED SURVEY CONTROL
 DH5762
 DH5762.No superseded survey control is available for this station.
 DH5762
 DH5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2319845182(NAD 83)
 DH5762_MARKER: DD = SURVEY DISK
 DH5762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5762_STAMPING: BELL RANCH 2004
 DH5762_MARK LOGO: AZ-003
 DH5762_PROJECTION: FLUSH
 DH5762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5762+STABILITY: SURFACE MOTION
 DH5762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5762+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5762
 DH5762  HISTORY     - Date     Condition        Report By
 DH5762  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5762
 DH5762                          STATION DESCRIPTION
 DH5762
 DH5762'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5762'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5762'HIGHWAY 186 IN WILLCOX, AZ TRAVEL SOUTHEASTERLY ON 186 FOR 5.92 MILES
 DH5762'TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS SETTELMENT RD. FOR
 DH5762'APROX. 10.0 MILES TO BAKER RD.   HEAD EAST ON BAKER RD. FOR 3.95 MILES
 DH5762'TO CIMMARON DR. TAKE CIMMARON DR. SOUTH FOR 1.0 MILES TO THE STATION.
 DH5762'THE STATION IS LOCATED APPROX. 100 FEET EAST OF A WATER IRRIGATION
 DH5762'PUMP IN A FARM FIELD ACROSS FROM A PECAN ORCHARD.
 DH5762' 
 DH5762'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5762'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5762'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0180 ***********************************************************************
 DV0180  DESIGNATION -  BELL RM 1
 DV0180  PID         -  DV0180
 DV0180  STATE/COUNTY-  AZ/MARICOPA
 DV0180  USGS QUAD   -  UNION HILLS (1981)
 DV0180
 DV0180                         *CURRENT SURVEY CONTROL
 DV0180  ___________________________________________________________________
 DV0180* NAD 83(1986)-  33 38 28.     (N)    112 06 58.     (W)     SCALED    
 DV0180* NAVD 88     -       407.35   (+/-2cm)    1336.4    (feet)  VERTCON   
 DV0180  ___________________________________________________________________
 DV0180  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0180
 DV0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0180
 DV0180.The horizontal coordinates were scaled from a topographic map and have
 DV0180.an estimated accuracy of +/- 6 seconds.
 DV0180
 DV0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0180.The vertical order pertains to the NGVD 29 superseded value.
 DV0180
 DV0180.The geoid height was determined by GEOID03.
 DV0180
 DV0180;                    North         East    Units  Estimated Accuracy
 DV0180;SPC AZ C     -   292,870.      194,860.      MT  (+/- 180 meters Scaled)
 DV0180
 DV0180                          SUPERSEDED SURVEY CONTROL
 DV0180
 DV0180  NGVD 29 (??/??/92)  406.784  (m)         1334.59   (f) ADJ UNCH    2 0
 DV0180
 DV0180.Superseded values are not recommended for survey control.
 DV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0180.See file dsdata.txt to determine how the superseded data were derived.
 DV0180
 DV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV0180_MARKER: DR = REFERENCE MARK DISK
 DV0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0180_SP_SET: MONUMENT
 DV0180_STAMPING: BELL NO 1 1959
 DV0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0180
 DV0180  HISTORY     - Date     Condition        Report By
 DV0180  HISTORY     - 1959     MONUMENTED       CGS
 DV0180  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0180
 DV0180                          STATION DESCRIPTION
 DV0180
 DV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0180'6.0 MI N FROM PHOENIX.
 DV0180'11.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0180'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE NORTH OF WEST BELL
 DV0180'ROAD, 100 FEET WEST OF THE HIGHWAY, 75 FEET NORTH OF THE STATION, 0.9
 DV0180'FEET EAST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A SQUARE
 DV0180'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 DV0180
 DV0180                          STATION RECOVERY (1981)
 DV0180
 DV0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0180'REPORTED DESTROYED IN THE HORIZONTAL DATA STATION 1004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0182 ***********************************************************************
 DV0182  DESIGNATION -  BELL RM 2
 DV0182  PID         -  DV0182
 DV0182  STATE/COUNTY-  AZ/MARICOPA
 DV0182  USGS QUAD   -  UNION HILLS (1981)
 DV0182
 DV0182                         *CURRENT SURVEY CONTROL
 DV0182  ___________________________________________________________________
 DV0182* NAD 83(1986)-  33 38 28.     (N)    112 06 58.     (W)     SCALED    
 DV0182* NAVD 88     -       407.02   (+/-2cm)    1335.4    (feet)  VERTCON   
 DV0182  ___________________________________________________________________
 DV0182  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0182
 DV0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0182
 DV0182.The horizontal coordinates were scaled from a topographic map and have
 DV0182.an estimated accuracy of +/- 6 seconds.
 DV0182
 DV0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0182.The vertical order pertains to the NGVD 29 superseded value.
 DV0182
 DV0182.The geoid height was determined by GEOID03.
 DV0182
 DV0182;                    North         East    Units  Estimated Accuracy
 DV0182;SPC AZ C     -   292,870.      194,860.      MT  (+/- 180 meters Scaled)
 DV0182
 DV0182                          SUPERSEDED SURVEY CONTROL
 DV0182
 DV0182  NGVD 29 (??/??/92)  406.456  (m)         1333.51   (f) ADJ UNCH    2 0
 DV0182
 DV0182.Superseded values are not recommended for survey control.
 DV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0182.See file dsdata.txt to determine how the superseded data were derived.
 DV0182
 DV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV0182_MARKER: DR = REFERENCE MARK DISK
 DV0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0182_SP_SET: MONUMENT
 DV0182_STAMPING: BELL NO 2 1959
 DV0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0182
 DV0182  HISTORY     - Date     Condition        Report By
 DV0182  HISTORY     - 1959     MONUMENTED       CGS
 DV0182  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0182
 DV0182                          STATION DESCRIPTION
 DV0182
 DV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0182'6.0 MI N FROM PHOENIX.
 DV0182'11.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0182'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE NORTH OF WEST BELL
 DV0182'ROAD, 100 FEET WEST OF THE CENTER OF THE HIGHWAY, 77 FEET SOUTH OF THE
 DV0182'STATION, 17 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, SET IN
 DV0182'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 DV0182
 DV0182                          STATION RECOVERY (1981)
 DV0182
 DV0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0182'REPORTED DESTROYED IN THE HORIZONTAL DATA STATION 1004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5753 ***********************************************************************
 DH5753  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5753  DESIGNATION -  BELLA VISTA
 DH5753  PID         -  DH5753
 DH5753  STATE/COUNTY-  AZ/COCHISE
 DH5753  USGS QUAD   -  LEWIS SPRINGS (1983)
 DH5753
 DH5753                         *CURRENT SURVEY CONTROL
 DH5753  ___________________________________________________________________
 DH5753* NAD 83(1992)-  31 35 51.89637(N)    110 11 16.43251(W)     ADJUSTED  
 DH5753* NAVD 88     -      1269.00   (meters)    4163.4    (feet)  GPS OBS   
 DH5753  ___________________________________________________________________
 DH5753  X           -  -1,876,866.946 (meters)                     COMP
 DH5753  Y           -  -5,104,501.818 (meters)                     COMP
 DH5753  Z           -   3,323,173.597 (meters)                     COMP
 DH5753  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DH5753  ELLIP HEIGHT-        1241.03  (meters)          (08/22/05) GPS OBS
 DH5753  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH5753
 DH5753  HORZ ORDER  -  B
 DH5753  ELLP ORDER  -  FOURTH    CLASS II
 DH5753
 DH5753.The horizontal coordinates were established by GPS observations
 DH5753.and adjusted by the National Geodetic Survey in August 2005..
 DH5753
 DH5753.The orthometric height was determined by GPS observations and a
 DH5753.high-resolution geoid model using precise GPS observation and
 DH5753.processing techniques.
 DH5753
 DH5753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5753
 DH5753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5753
 DH5753.The ellipsoidal height was determined by GPS observations
 DH5753.and is referenced to NAD 83.
 DH5753
 DH5753.The geoid height was determined by GEOID03.
 DH5753
 DH5753;                    North         East     Units Scale Factor Converg.
 DH5753;SPC AZ E     -    66,268.760   211,345.285   MT  0.99990005   -0 00 40.0
 DH5753;SPC AZ E     -   217,417.19    693,390.04   iFT  0.99990005   -0 00 40.0
 DH5753;UTM  12      - 3,496,136.700   577,041.549   MT  0.99967320   +0 25 31.9
 DH5753
 DH5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5753!SPC AZ E     -   0.99980517  x   0.99990005  =   0.99970524
 DH5753!UTM  12      -   0.99980517  x   0.99967320  =   0.99947843
 DH5753
 DH5753                          SUPERSEDED SURVEY CONTROL
 DH5753
 DH5753.No superseded survey control is available for this station.
 DH5753
 DH5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7704296137(NAD 83)
 DH5753_MARKER: DD = SURVEY DISK
 DH5753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5753_STAMPING: BELLA VISTA 2004
 DH5753_MARK LOGO: AZ-003
 DH5753_PROJECTION: FLUSH
 DH5753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5753+STABILITY: SURFACE MOTION
 DH5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5753+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5753
 DH5753  HISTORY     - Date     Condition        Report By
 DH5753  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5753
 DH5753                          STATION DESCRIPTION
 DH5753
 DH5753'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5753'FROM THE POST OFFICE IN TOMBSTONE AZ. GO SOUTH ON N. HASKEL .12 MILES
 DH5753'TO ALLEN ST. HEAD EAST FOR APPROXIMATLY 400 FT TO S. SUMNER RD. TURN
 DH5753'RIGHT ON SUMNER RD. AND SUMNER TURNS INTO CHARLESTON RD. GO 11.4 MILES
 DH5753'TO STATION. POINT IS ON THE SOUTH R.O.W. FENCE OF CHARLESTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2206 ***********************************************************************
 DV2206  DESIGNATION -  BELMONT
 DV2206  PID         -  DV2206
 DV2206  STATE/COUNTY-  AZ/MARICOPA
 DV2206  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 DV2206
 DV2206                         *CURRENT SURVEY CONTROL
 DV2206  ___________________________________________________________________
 DV2206* NAD 83(1992)-  33 38 33.50631(N)    112 54 04.87642(W)     ADJUSTED  
 DV2206* NAVD 88     -       958.2    (meters)    3144.     (feet)  VERTCON   
 DV2206  ___________________________________________________________________
 DV2206  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV2206  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV2206
 DV2206  HORZ ORDER  -  FIRST
 DV2206
 DV2206.The horizontal coordinates were established by classical geodetic methods
 DV2206.and adjusted by the National Geodetic Survey in June 1998..
 DV2206
 DV2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2206
 DV2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2206
 DV2206.The geoid height was determined by GEOID03.
 DV2206
 DV2206;                    North         East     Units Scale Factor Converg.
 DV2206;SPC AZ C     -   293,454.684   122,018.034   MT  1.00000283   -0 32 44.0
 DV2206;SPC AZ C     -   962,777.83    400,321.63   iFT  1.00000283   -0 32 44.0
 DV2206;UTM  12      - 3,724,155.090   323,669.575   MT  0.99998333   -1 03 13.1
 DV2206
 DV2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2206!SPC AZ C     -   0.99985438  x   1.00000283  =   0.99985721
 DV2206!UTM  12      -   0.99985438  x   0.99998333  =   0.99983771
 DV2206
 DV2206|---------------------------------------------------------------------|
 DV2206| PID    Reference Object                     Distance      Geod. Az  |
 DV2206|                                                           dddmmss.s |
 DV2206| CH4341 BELMONT RM 1                          3.405 METERS 13231     |
 DV2206| DV2162 LOS ANGELES PHOENIX AWY BCN 31      APPROX.17.2 KM 1640146.3 |
 DV2206| CH4342 BELMONT RM 2                         19.365 METERS 21808     |
 DV2206| CH4340 BELMONT AZ MK                                      3481429.4 |
 DV2206|---------------------------------------------------------------------|
 DV2206
 DV2206                          SUPERSEDED SURVEY CONTROL
 DV2206
 DV2206  NAD 83(1992)-  33 38 33.50631(N)    112 54 04.87642(W) AD(       ) 1
 DV2206  NAD 83(1986)-  33 38 33.50107(N)    112 54 04.88084(W) AD(       ) 1
 DV2206  NAD 27      -  33 38 33.36600(N)    112 54 02.23100(W) AD(       ) 1
 DV2206  NGVD 29 (07/19/86)  957.5    (m)         3141.     (f) VERT ANG       
 DV2206
 DV2206.Superseded values are not recommended for survey control.
 DV2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2206.See file dsdata.txt to determine how the superseded data were derived.
 DV2206
 DV2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2367024155(NAD 83)
 DV2206_MARKER: DS = TRIANGULATION STATION DISK
 DV2206_SETTING: 80 = SET IN A BOULDER
 DV2206_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2206
 DV2206  HISTORY     - Date     Condition        Report By
 DV2206  HISTORY     - 1948     MONUMENTED       CGS
 DV2206
 DV2206                          STATION DESCRIPTION
 DV2206
 DV2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2206'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF TONOPAH
 DV2206'AND 3 MILES EAST OF THE ABANDONED TONOPAH-BELMONT MINE ON
 DV2206'THE HIGHEST PEAK OF A GRANITE MOUNTAIN.  THE STATION MARK
 DV2206'IS A BRONZE DISK, PROJECTS 10 INCHES AND SET ON THE HIGHEST
 DV2206'POINT OF THE PEAK.  IT IS STAMPED, BELMONT 1947.
 DV2206'
 DV2206'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 18 INCHES, IS
 DV2206'1 FOOT HIGHER THAN THE STATION MARK, AND IS STAMPED, BELMONT
 DV2206'NO 1 1947.
 DV2206'
 DV2206'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 FEET, IS
 DV2206'6 FEET LOWER THAN THE STATION MARK, AND IS STAMPED, BELMONT
 DV2206'NO 2 1947.
 DV2206'
 DV2206'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 DV2206'50 FEET SOUTH OF A Y ROAD INTERSECTION, 2 FEET EAST OF A
 DV2206'WHITE WITNESS POST, AND IS STAMPED, BELMONT 1948.  THE ARROW
 DV2206'DOES NOT POINT TOWARD THE STATION BUT ABOUT 30 DEGREES TO THE
 DV2206'LEFT THEREOF.
 DV2206'
 DV2206'TO REACH THE STATION FROM WICKENBURG.  GO WEST ON U.S. HIGHWAY
 DV2206'60 AND 70, 2.1 MILES TO A ROAD LEFT.  TURN LEFT, GO 19.3 MILES
 DV2206'TO WHERE POWERLINE CROSSES ROAD.  CONTINUE 1.9 MILE TO A ROAD
 DV2206'RIGHT.  CONTINUE STRAIGHT AHEAD 2.1 MILES TO A DIM ROAD LEFT
 DV2206'AND AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON
 DV2206'MAIN TRAVELED ROAD 2.0 MILES TO A DIM ROAD LEFT.  TURN LEFT,
 DV2206'FOLLOW ROAD 0.4 MILE TO END OF ROAD AND END OF TRUCK TRAVEL.
 DV2206'FROM HERE FOLLOW TRAIL UP RIDGE TO SADDLE THEN NORTHEASTERLY
 DV2206'OVER ROUGH TERRAIN TO HIGHEST POINT AND STATION.  A 1 HOUR
 DV2206'AND 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0186 ***********************************************************************
 DB0186  DESIGNATION -  BELT
 DB0186  PID         -  DB0186
 DB0186  STATE/COUNTY-  AZ/YUMA
 DB0186  USGS QUAD   -  LIGURTA (1965)
 DB0186
 DB0186                         *CURRENT SURVEY CONTROL
 DB0186  ___________________________________________________________________
 DB0186* NAD 83(1992)-  32 39 35.03877(N)    114 21 58.92293(W)     ADJUSTED  
 DB0186* NAVD 88     -       144.950  (meters)     475.56   (feet)  ADJUSTED  
 DB0186  ___________________________________________________________________
 DB0186  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 DB0186  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DB0186  DYNAMIC HT  -         144.784 (meters)     475.01  (feet)  COMP
 DB0186  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 DB0186
 DB0186  HORZ ORDER  -  SECOND
 DB0186  VERT ORDER  -  FIRST     CLASS II
 DB0186
 DB0186.The horizontal coordinates were established by classical geodetic methods
 DB0186.and adjusted by the National Geodetic Survey in August 1993..
 DB0186
 DB0186.The orthometric height was determined by differential leveling
 DB0186.and adjusted by the National Geodetic Survey in June 1991..
 DB0186
 DB0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0186
 DB0186.The geoid height was determined by GEOID03.
 DB0186
 DB0186.The dynamic height is computed by dividing the NAVD 88
 DB0186.geopotential number by the normal gravity value computed on the
 DB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0186.degrees latitude (g = 980.6199 gals.).
 DB0186
 DB0186.The modeled gravity was interpolated from observed gravity values.
 DB0186
 DB0186;                    North         East     Units Scale Factor Converg.
 DB0186;SPC AZ W     -   184,193.182   155,541.778   MT  0.99997454   -0 19 57.5
 DB0186;SPC AZ W     -   604,308.34    510,307.67   iFT  0.99997454   -0 19 57.5
 DB0186;UTM  11      - 3,616,630.700   746,999.582   MT  1.00035236   +1 25 19.0
 DB0186
 DB0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0186!SPC AZ W     -   0.99998250  x   0.99997454  =   0.99995704
 DB0186!UTM  11      -   0.99998250  x   1.00035236  =   1.00033486
 DB0186
 DB0186|---------------------------------------------------------------------|
 DB0186| PID    Reference Object                     Distance      Geod. Az  |
 DB0186|                                                           dddmmss.s |
 DB0186| DB0185 BELT RM 1                            11.180 METERS 12051     |
 DB0186| DB0184 K 353                                18.878 METERS 26723     |
 DB0186| DB0202 Q 353                                              2802528.9 |
 DB0186|---------------------------------------------------------------------|
 DB0186
 DB0186                          SUPERSEDED SURVEY CONTROL
 DB0186
 DB0186  NAD 83(1986)-  32 39 35.04318(N)    114 21 58.93252(W) AD(       ) 2
 DB0186  NAD 27      -  32 39 34.87490(N)    114 21 56.13240(W) AD(       ) 2
 DB0186  NGVD 29 (??/??/??)  144.288  (m)          473.38   (f) ADJUSTED    1 2
 DB0186
 DB0186.Superseded values are not recommended for survey control.
 DB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0186.See file dsdata.txt to determine how the superseded data were derived.
 DB0186
 DB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4700016631(NAD 83)
 DB0186_MARKER: DE = TRAVERSE STATION DISK
 DB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0186_STAMPING: BELT 1960
 DB0186_MARK LOGO: CGS   
 DB0186_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0186+STABILITY: SURFACE MOTION
 DB0186
 DB0186  HISTORY     - Date     Condition        Report By
 DB0186  HISTORY     - 1960     MONUMENTED       CGS
 DB0186  HISTORY     - 1960     GOOD             CGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186
 DB0186                          STATION DESCRIPTION
 DB0186
 DB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0186'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF LIGURTA, 2-1/4
 DB0186'MILES WEST OF THE SUMMIT OF TELEGRAPH PASS, 0.4 MILE WEST
 DB0186'OF HIGHWAY MILE POLE 20, 105 FEET SOUTH OF THE CENTERLINE OF
 DB0186'U.S. HIGHWAY 80 AND 6 FEET NORTHWEST OF A METAL WITNESS POST
 DB0186'WITH SIGN.
 DB0186'
 DB0186'TO REACH FROM LIGURTA GO WESTERLY ON U.S. HIGHWAY 80 FOR 2.35
 DB0186'MILES TO THE SUMMIT OF TELEGRAPH PASS, CONTINUE WEST ON
 DB0186'THE HIGHWAY FOR 2.15 MILES TO THE STATION ON THE LEFT.
 DB0186'
 DB0186'THE STATION, WITH UNDERGROUND MARK, STAMPED BELT 1960, IS A
 DB0186'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DB0186'PROJECTING 4 INCHES.
 DB0186'
 DB0186'REFERENCE MARK NO. 1, STAMPED BELT NO 1 1960, IS A STANDARD
 DB0186'DISK CEMENTED IN A DEPRESSION IN BEDROCK PROJECTING 3 INCHES
 DB0186'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB0186'
 DB0186'THE BENCH MARK (R.M. 2), STAMPED K 353 1960, IS A STANDARD
 DB0186'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 DB0186'105 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 DB0186'THE SAME ELEVATION AS THE STATION.
 DB0186'
 DB0186'THE BENCH MARK (AZIMUTH), STAMPED Q 353 1960, IS A STANDARD
 DB0186'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 105 FEET NORTHEAST OF
 DB0186'THE CENTERLINE OF THE HIGHWAY, 135 FEET NORTHEAST OF HIGHWAY
 DB0186'MILE POLE 19, 75 FEET NORTHWEST OF A PIPE CULVERT AND 2 FEET
 DB0186'NORTH OF A METAL WITNESS POST WITH SIGN.  TO REACH FROM THE
 DB0186'STATION GO WEST ON U.S. HIGHWAY 80 FOR 0.6 MILE TO HIGHWAY
 DB0186'MILE POLE 19 AND THE MARK ON THE RIGHT.
 DB0186'
 DB0186'2-WHEEL DRIVE
 DB0186
 DB0186                          STATION RECOVERY (1960)
 DB0186
 DB0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0186'4.6 MI W FROM LIGURTA.
 DB0186'4.55 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.4 MILE WEST
 DB0186'OF HIGHWAY MILE POLE 20, 105 FEET SOUTH OF THE CENTERLINE OF
 DB0186'THE HIGHWAY, 61.93 FEET EAST OF B.M. K 353, 36.68 FEET WEST OF
 DB0186'R.M. 1, 6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET
 DB0186'IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0186'THE TRAVERSE STATION WAS RECOVERED IN GOOD CONDITION.  INTERSTATE 8,
 DB0186'(I-8), HAS BEEN CONSTRUCTED NECESSITATING A NEW TO REACH.
 DB0186'
 DB0186'TO REACH THE STATION FROM THE INTERSECTION OF I-8, I-8 BUSINESS (OLD
 DB0186'US 80) AND THE SOUTH MARGINAL ROAD, ABOUT 9 MILES EAST OF YUMA, GO
 DB0186'EAST ON THE SOUTH MARGINAL ROAD FOR 2.4 MILES TO THE INTERSECTION AT
 DB0186'FOOTHILLS EXIT OF I-8, (LOCATION OF STATION RUSTY 1960 TO NORTHEAST)
 DB0186'CONTINUE EAST ON SOUTH MARGINAL ROAD FOR 2.0 MILES TO SIDE ROAD RIGHT
 DB0186'AND FOOTHILLS RESTAURANT ON RIGHT, (STATION LANG 1960 IN RESTAURANT
 DB0186'PARKING LOT), CONTINUE EAST ON PAVED AND THEN GRAVEL SOUTH MARGINAL
 DB0186'ROAD FOR 2.6 MILES TO STATION ON RIGHT, ABOUT 10 METERS SOUTH OF ROAD.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0186'4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0186'0.25 KM (0.15 MI) WEST OF INTERSTATE HIGHWAY 8 MILEPOST 17, 13.7 M
 DB0186'(45.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) EAST
 DB0186'OF BENCH MARK K 353.
 DB0186'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 DB0186'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0186'4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0186'0.25 KM (0.15 MI) WEST OF INTERSTATE HIGHWAY 8 MILEPOST 17, 13.7 M
 DB0186'(45.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) EAST
 DB0186'OF BENCH MARK K 353.
 DB0186'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 DB0186'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0185 ***********************************************************************
 DB0185  DESIGNATION -  BELT RM 1
 DB0185  PID         -  DB0185
 DB0185  STATE/COUNTY-  AZ/YUMA
 DB0185  USGS QUAD   -  LIGURTA (1965)
 DB0185
 DB0185                         *CURRENT SURVEY CONTROL
 DB0185  ___________________________________________________________________
 DB0185* NAD 83(1986)-  32 39 34.     (N)    114 21 59.     (W)     SCALED    
 DB0185* NAVD 88     -       144.89   (+/-2cm)     475.4    (feet)  VERTCON   
 DB0185  ___________________________________________________________________
 DB0185  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DB0185
 DB0185  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0185
 DB0185.The horizontal coordinates were scaled from a topographic map and have
 DB0185.an estimated accuracy of +/- 6 seconds.
 DB0185
 DB0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0185.The vertical order pertains to the NGVD 29 superseded value.
 DB0185
 DB0185.The geoid height was determined by GEOID03.
 DB0185
 DB0185;                    North         East    Units  Estimated Accuracy
 DB0185;SPC AZ W     -   184,160.      155,540.      MT  (+/- 180 meters Scaled)
 DB0185
 DB0185                          SUPERSEDED SURVEY CONTROL
 DB0185
 DB0185  NGVD 29 (??/??/??)  144.228  (m)          473.19   (f) ADJUSTED    1 2
 DB0185
 DB0185.Superseded values are not recommended for survey control.
 DB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0185.See file dsdata.txt to determine how the superseded data were derived.
 DB0185
 DB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS469165(NAD 83)
 DB0185_MARKER: DR = REFERENCE MARK DISK
 DB0185_SETTING: 66 = SET IN ROCK OUTCROP
 DB0185_SP_SET: BEDROCK
 DB0185_STAMPING: BELT NO 1 1960
 DB0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0185+STABILITY: POSITION/ELEVATION WELL
 DB0185
 DB0185  HISTORY     - Date     Condition        Report By
 DB0185  HISTORY     - 1960     MONUMENTED       CGS
 DB0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0185
 DB0185                          STATION DESCRIPTION
 DB0185
 DB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0185'4.6 MI W FROM LIGURTA.
 DB0185'4.55 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 36.68 FEET
 DB0185'EAST OF THE STATION MARK, SET IN A DRILL HOLE IN BEDROCK
 DB0185'PROJECTING 3 INCHES.
 DB0185
 DB0185                          STATION RECOVERY (1981)
 DB0185
 DB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0185'SEARCHED FOR BUT NOT RECOVERED, DIGGING IN AREA DESCRIBED, MARK
 DB0185'BELIEVED DESTROYED.
 DB0185
 DB0185                          STATION RECOVERY (1981)
 DB0185
 DB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0185'SEARCHED FOR BUT NOT RECOVERED, DIGGING IN AREA DESCRIBED, MARK
 DB0185'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0220 ***********************************************************************
 ET0220  DESIGNATION -  BEN
 ET0220  PID         -  ET0220
 ET0220  STATE/COUNTY-  AZ/YAVAPAI
 ET0220  USGS QUAD   -  ESTLER PEAK (1974)
 ET0220
 ET0220                         *CURRENT SURVEY CONTROL
 ET0220  ___________________________________________________________________
 ET0220* NAD 83(1992)-  34 22 44.24161(N)    112 06 16.15331(W)     ADJUSTED  
 ET0220* NAVD 88     -      1172.28   (+/-2cm)    3846.1    (feet)  VERTCON   
 ET0220  ___________________________________________________________________
 ET0220  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 ET0220  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0220
 ET0220  HORZ ORDER  -  SECOND
 ET0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0220
 ET0220.The horizontal coordinates were established by classical geodetic methods
 ET0220.and adjusted by the National Geodetic Survey in August 1993..
 ET0220
 ET0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0220.The vertical order pertains to the NGVD 29 superseded value.
 ET0220
 ET0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0220
 ET0220.The geoid height was determined by GEOID03.
 ET0220
 ET0220;                    North         East     Units Scale Factor Converg.
 ET0220;SPC AZ C     -   374,701.636   196,087.405   MT  0.99990368   -0 06 21.8
 ET0220;SPC AZ C     - 1,229,336.08    643,331.38   iFT  0.99990368   -0 06 21.8
 ET0220;UTM  12      - 3,804,727.861   398,455.883   MT  0.99972710   -0 37 25.4
 ET0220
 ET0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0220!SPC AZ C     -   0.99982019  x   0.99990368  =   0.99972389
 ET0220!UTM  12      -   0.99982019  x   0.99972710  =   0.99954734
 ET0220
 ET0220|---------------------------------------------------------------------|
 ET0220| PID    Reference Object                     Distance      Geod. Az  |
 ET0220|                                                           dddmmss.s |
 ET0220| ET0221 BEN RM 1                              6.749 METERS 07154     |
 ET0220| ET0226 CORDES JUNCTION                     APPROX. 5.2 KM 1962104.3 |
 ET0220| ET0219 BEN RM 2                             10.603 METERS 33033     |
 ET0220|---------------------------------------------------------------------|
 ET0220
 ET0220                          SUPERSEDED SURVEY CONTROL
 ET0220
 ET0220  NAD 83(1986)-  34 22 44.23656(N)    112 06 16.15237(W) AD(       ) 2
 ET0220  NAD 27      -  34 22 44.13890(N)    112 06 13.58530(W) AD(       ) 2
 ET0220  NGVD 29 (??/??/92) 1171.584  (m)         3843.77   (f) ADJ UNCH    2 0
 ET0220
 ET0220.Superseded values are not recommended for survey control.
 ET0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0220.See file dsdata.txt to determine how the superseded data were derived.
 ET0220
 ET0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9845604728(NAD 83)
 ET0220_MARKER: DS = TRIANGULATION STATION DISK
 ET0220_SETTING: 66 = SET IN ROCK OUTCROP
 ET0220_SP_SET: BEDROCK
 ET0220_STAMPING: BEN 1958
 ET0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0220+STABILITY: POSITION/ELEVATION WELL
 ET0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0220+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0220
 ET0220  HISTORY     - Date     Condition        Report By
 ET0220  HISTORY     - 1958     MONUMENTED       CGS
 ET0220  HISTORY     - 1959     GOOD             CGS
 ET0220  HISTORY     - 1969     GOOD             USGS
 ET0220  HISTORY     - 1971     GOOD             NGS
 ET0220  HISTORY     - 1974     GOOD             USGS
 ET0220  HISTORY     - 1980     GOOD             AZDT
 ET0220  HISTORY     - 20000622 GOOD             AZDT
 ET0220
 ET0220                          STATION DESCRIPTION
 ET0220
 ET0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0220'23.0 MI N FROM BLACK CANYON.
 ET0220'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0220'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0220'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 11.5 FEET WEST OF THE
 ET0220'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6
 ET0220'INCHES.
 ET0220
 ET0220                          STATION RECOVERY (1959)
 ET0220
 ET0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0220'THE STATION IS ABOUT 3 MILES NORTH OF THE JUNCTION OF ARIZONA
 ET0220'STATE HIGHWAYS 69 AND 79, CORDES JUNCTION, AND 150 YARDS WEST
 ET0220'OF STATE HIGHWAY 79 ON A LOW, ROCKY POINT.
 ET0220'
 ET0220'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON STATE
 ET0220'HIGHWAY 79 FOR 3.4 MILES TO A CULVERT, UNDER THE HIGHWAY AND
 ET0220'THE END OF TRUCK TRAVEL.  PACK WEST TO THE TOP OF THE ROCK
 ET0220'POINT AND THE STATION.
 ET0220'
 ET0220'THE STATION IS A STANDARD DISK, STAMPED BEN 1958, CEMENTED
 ET0220'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 6 INCHES AND IS 11.5
 ET0220'FEET WEST OF A WITNESS POST.
 ET0220'
 ET0220'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEN NO 1 1958,
 ET0220'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 8 INCHES
 ET0220'AND IS 20.5 FEET NORTHEAST OF THE WITNESS POST.
 ET0220'
 ET0220'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEN NO 2 1958,
 ET0220'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES
 ET0220'AND IS 45.9 FEET NORTHWEST OF THE WITNESS POST.
 ET0220'
 ET0220'TRIANGULATION STATION CORDES JUNCTION CAN BE USED FOR AN
 ET0220'AZIMUTH MARK.  (SEE THE DESCRIPTION THEREOF.)
 ET0220
 ET0220                          STATION RECOVERY (1969)
 ET0220
 ET0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0220'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION WAS NOT OCCUPIED.
 ET0220
 ET0220                          STATION RECOVERY (1971)
 ET0220
 ET0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ET0220'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET0220'RECOVERED AS DESCRIBED.  A CHANGE IN THE ROUTE TO THE STATION IS DUE
 ET0220'TO CONSTRUCTION OF INTERSTATE HIGHWAY 17.
 ET0220'
 ET0220'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAY 69 AND
 ET0220'I-17 GO NORTH ALONG I-17 FOR 3.9 MILES TO A ROCKY OUTCROP ON THE
 ET0220'LEFT WITH THE STATION ON TOP.
 ET0220'
 ET0220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 ET0220'CORDS JUNCTION.
 ET0220
 ET0220                          STATION RECOVERY (1974)
 ET0220
 ET0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RTR)
 ET0220'THE STATION IS 25.7 MILES NORTH OF BLACK CANYON CITY POST OFFICE,
 ET0220'3.8 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 69 AND
 ET0220'INTERSTATE HIGHWAY 17 (CORDES JCT.).
 ET0220'
 ET0220'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON INTERSTATE 17
 ET0220'FOR 3.8 MILES.  THE STATION IS ON A LOW ROCKY POINT 560 FEET WEST
 ET0220'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 ET0220'
 ET0220'THE TWO REFERENCE MARKS AND THE STATION MARK ARE IN GOOD CONDITION
 ET0220'AND ARE AS PREVIOUSLY DESCRIBED.
 ET0220'
 ET0220'DISTANCE AND DIRECTION--BLACK CANYON CITY POST OFFICE, 26 MILES
 ET0220'NORTH.
 ET0220
 ET0220                          STATION RECOVERY (1980)
 ET0220
 ET0220'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0220'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ET0220'CONDITION AS DESCRIBED IN 1959.  A NEW ROUTE TO STATION FOLLOWS.
 ET0220'
 ET0220'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0220'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND GO
 ET0220'EAST ALONG SR 69 FOR 8.0 MILES TO I-17.  TRAVEL NORTH ALONG I-17 FOR
 ET0220'3.95 MILES TO THE STATION ON THE LEFT ATOP A LOW ROCKY OUTCROP WHICH
 ET0220'IS ABOUT 300 FEET WEST OF I 17.
 ET0220
 ET0220                          STATION RECOVERY (2000)
 ET0220
 ET0220'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0221 ***********************************************************************
 ET0221  DESIGNATION -  BEN RM 1
 ET0221  PID         -  ET0221
 ET0221  STATE/COUNTY-  AZ/YAVAPAI
 ET0221  USGS QUAD   -  ESTLER PEAK (1974)
 ET0221
 ET0221                         *CURRENT SURVEY CONTROL
 ET0221  ___________________________________________________________________
 ET0221* NAD 83(1986)-  34 22 44.     (N)    112 06 16.     (W)     SCALED    
 ET0221* NAVD 88     -      1172.46   (+/-2cm)    3846.6    (feet)  VERTCON   
 ET0221  ___________________________________________________________________
 ET0221  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0221
 ET0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0221
 ET0221.The horizontal coordinates were scaled from a topographic map and have
 ET0221.an estimated accuracy of +/- 6 seconds.
 ET0221
 ET0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0221.The vertical order pertains to the NGVD 29 superseded value.
 ET0221
 ET0221.The geoid height was determined by GEOID03.
 ET0221
 ET0221;                    North         East    Units  Estimated Accuracy
 ET0221;SPC AZ C     -   374,690.      196,090.      MT  (+/- 180 meters Scaled)
 ET0221
 ET0221                          SUPERSEDED SURVEY CONTROL
 ET0221
 ET0221  NGVD 29 (??/??/92) 1171.767  (m)         3844.37   (f) ADJ UNCH    2 0
 ET0221
 ET0221.Superseded values are not recommended for survey control.
 ET0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0221.See file dsdata.txt to determine how the superseded data were derived.
 ET0221
 ET0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD984047(NAD 83)
 ET0221_MARKER: DR = REFERENCE MARK DISK
 ET0221_SETTING: 66 = SET IN ROCK OUTCROP
 ET0221_SP_SET: BEDROCK
 ET0221_STAMPING: BEN NO 1 1958
 ET0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0221+STABILITY: POSITION/ELEVATION WELL
 ET0221
 ET0221  HISTORY     - Date     Condition        Report By
 ET0221  HISTORY     - 1958     MONUMENTED       CGS
 ET0221
 ET0221                          STATION DESCRIPTION
 ET0221
 ET0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0221'23.0 MI N FROM BLACK CANYON.
 ET0221'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0221'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0221'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 20.5 FEET NORTHEAST OF THE
 ET0221'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 8
 ET0221'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0219 ***********************************************************************
 ET0219  DESIGNATION -  BEN RM 2
 ET0219  PID         -  ET0219
 ET0219  STATE/COUNTY-  AZ/YAVAPAI
 ET0219  USGS QUAD   -  ESTLER PEAK (1974)
 ET0219
 ET0219                         *CURRENT SURVEY CONTROL
 ET0219  ___________________________________________________________________
 ET0219* NAD 83(1986)-  34 22 44.     (N)    112 06 16.     (W)     SCALED    
 ET0219* NAVD 88     -      1172.39   (+/-2cm)    3846.4    (feet)  VERTCON   
 ET0219  ___________________________________________________________________
 ET0219  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0219
 ET0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0219
 ET0219.The horizontal coordinates were scaled from a topographic map and have
 ET0219.an estimated accuracy of +/- 6 seconds.
 ET0219
 ET0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0219.The vertical order pertains to the NGVD 29 superseded value.
 ET0219
 ET0219.The geoid height was determined by GEOID03.
 ET0219
 ET0219;                    North         East    Units  Estimated Accuracy
 ET0219;SPC AZ C     -   374,690.      196,090.      MT  (+/- 180 meters Scaled)
 ET0219
 ET0219                          SUPERSEDED SURVEY CONTROL
 ET0219
 ET0219  NGVD 29 (??/??/92) 1171.700  (m)         3844.15   (f) ADJ UNCH    2 0
 ET0219
 ET0219.Superseded values are not recommended for survey control.
 ET0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0219.See file dsdata.txt to determine how the superseded data were derived.
 ET0219
 ET0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD984047(NAD 83)
 ET0219_MARKER: DR = REFERENCE MARK DISK
 ET0219_SETTING: 80 = SET IN A BOULDER
 ET0219_SP_SET: BOULDER
 ET0219_STAMPING: BEN NO 2 1958
 ET0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0219+STABILITY: SURFACE MOTION
 ET0219
 ET0219  HISTORY     - Date     Condition        Report By
 ET0219  HISTORY     - 1958     MONUMENTED       CGS
 ET0219
 ET0219                          STATION DESCRIPTION
 ET0219
 ET0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0219'23.0 MI N FROM BLACK CANYON.
 ET0219'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0219'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0219'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 46 FEET NORTHWEST OF THE
 ET0219'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10
 ET0219'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1445 ***********************************************************************
 DA1445  DESIGNATION -  BENCH
 DA1445  PID         -  DA1445
 DA1445  STATE/COUNTY-  AZ/PINAL
 DA1445  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1445
 DA1445                         *CURRENT SURVEY CONTROL
 DA1445  ___________________________________________________________________
 DA1445* NAD 83(1992)-  32 45 28.36608(N)    112 09 51.33550(W)     ADJUSTED  
 DA1445* NAVD 88     -      1043.7    (meters)    3424.     (feet)  VERTCON   
 DA1445  ___________________________________________________________________
 DA1445  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DA1445  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DA1445
 DA1445  HORZ ORDER  -  SECOND
 DA1445
 DA1445.The horizontal coordinates were established by classical geodetic methods
 DA1445.and adjusted by the National Geodetic Survey in August 1993..
 DA1445
 DA1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1445
 DA1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1445
 DA1445.The geoid height was determined by GEOID03.
 DA1445
 DA1445;                    North         East     Units Scale Factor Converg.
 DA1445;SPC AZ C     -   194,929.624   190,160.919   MT  0.99990663   -0 08 02.3
 DA1445;SPC AZ C     -   639,532.89    623,887.53   iFT  0.99990663   -0 08 02.3
 DA1445;UTM  12      - 3,625,045.566   390,940.473   MT  0.99974666   -0 37 48.1
 DA1445
 DA1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1445!SPC AZ C     -   0.99984093  x   0.99990663  =   0.99974757
 DA1445!UTM  12      -   0.99984093  x   0.99974666  =   0.99958763
 DA1445
 DA1445:                Primary Azimuth Mark                     Grid Az
 DA1445:SPC AZ C     -  BENCH AZ MK                              248 18 45.5
 DA1445:UTM  12      -  BENCH AZ MK                              248 48 31.3
 DA1445
 DA1445|---------------------------------------------------------------------|
 DA1445| PID    Reference Object                     Distance      Geod. Az  |
 DA1445|                                                           dddmmss.s |
 DA1445| CH4343 BENCH AZ MK                                        2481043.2 |
 DA1445| CH4344 BENCH RM 1                           12.192 METERS 30014     |
 DA1445| CH4345 BENCH RM 2                            7.714 METERS 33141     |
 DA1445| CH4235 ANTELOPE PK                                        3480917.5 |
 DA1445|---------------------------------------------------------------------|
 DA1445
 DA1445                          SUPERSEDED SURVEY CONTROL
 DA1445
 DA1445  NAD 83(1986)-  32 45 28.35654(N)    112 09 51.33638(W) AD(       ) 2
 DA1445  NAD 27      -  32 45 28.17600(N)    112 09 48.82900(W) AD(       ) 2
 DA1445  NGVD 29 (07/19/86) 1043.0    (m)         3422.     (f) VERT ANG       
 DA1445
 DA1445.Superseded values are not recommended for survey control.
 DA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1445.See file dsdata.txt to determine how the superseded data were derived.
 DA1445
 DA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9094025046(NAD 83)
 DA1445_MARKER: DS = TRIANGULATION STATION DISK
 DA1445_SETTING: 66 = SET IN ROCK OUTCROP
 DA1445
 DA1445  HISTORY     - Date     Condition        Report By
 DA1445  HISTORY     - 1936     MONUMENTED       CGS
 DA1445  HISTORY     - 1960     GOOD             CGS
 DA1445
 DA1445                          STATION DESCRIPTION
 DA1445
 DA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1445'ON A PROMINENT ROCKY PEAK AT THE WEST BASE OF TABLE MOUNTAIN.
 DA1445'IT IS ABOUT 5 MILES SOUTH OF STATE HIGHWAY NO. 84, ABOUT
 DA1445'3 MILES WEST OF THE SUMMIT OF TABLE MOUNTAIN, AND ABOUT
 DA1445'1 MILE NORTH OF A PROMINENT BLACK LAVA MOUNTAIN THAT IS A
 DA1445'FEW FEET LOWER.  MARKED BY A STANDARD BRONZE DISK.
 DA1445'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DA1445'DISK, IS 12.194 METERS (40.01 FEET) FROM STATION.
 DA1445'REFERENCE MARK NO. 2 A STANDARD
 DA1445'BRONZE REFERENCE DISK, IS 7.717 METERS (25.32 FEET)
 DA1445'FROM STATION.  THE AZIMUTH MARK,
 DA1445'A STANDARD BRONZE DISK, IS ON THE SOUTHWEST SIDE
 DA1445'OF THE HILL, ON THE FIRST SMALL GRAVEL RIDGE SOUTHWEST OF
 DA1445'THE BASE OF THE HILL AND ABOUT 150 YARDS FROM IT, AND IS
 DA1445'ABOUT ONE-HALF MILE FROM STATION S 68 DEG 10 MIN W.
 DA1445
 DA1445                          STATION RECOVERY (1960)
 DA1445
 DA1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1445'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 DA1445'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  ANTELEOPE
 DA1445'PEAK, A HIGH, PROMINENT SHARP PEAK ABOUT 3 MILES NORTH OF
 DA1445'THE STATION, WAS USED AS THE AZIMUTH MARK.  THE POINT OBSERVED
 DA1445'UPON WAS A TARGET SET IN A CAIRN ON THE HIGHEST POINT OF
 DA1445'THE PEAK.
 DA1445'
 DA1445'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 DA1445'
 DA1445'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING WESTERLY
 DA1445'ON STATE HIGHWAY 84 FOR 16.8 MILES TO THE VEKOL OVERPASS,
 DA1445'LEAVE HIGHWAY CROSSING ON THE OVERPASS AND FOLLOW GRADED ROAD
 DA1445'SOUTHERLY FOR 2.0 MILES TO FORKS, TAKE LEFT FORK FOR 0.8
 DA1445'MILE TO A CONCRETE BLOCK HOUSE ON THE LEFT, CONTINUE
 DA1445'SOUTHEASTERLY ON GRADED ROAD FOR 1.4 MILES TO FORKS, TAKE RIGHT
 DA1445'FORK FOR 4.5 MILES TO END OF ROAD AND END OF TRUCK TRAVEL.
 DA1445'FROM END OF TRUCK TRAVEL PACK WESTERLY TO THE HIGHEST
 DA1445'POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0892 ***********************************************************************
 FQ0892  DESIGNATION -  BENCH
 FQ0892  PID         -  FQ0892
 FQ0892  STATE/COUNTY-  AZ/COCONINO
 FQ0892  USGS QUAD   -  CAMERON SE (1988)
 FQ0892
 FQ0892                         *CURRENT SURVEY CONTROL
 FQ0892  ___________________________________________________________________
 FQ0892* NAD 83(1992)-  35 48 25.91446(N)    111 17 29.78771(W)     ADJUSTED  
 FQ0892* NAVD 88     -      1458.7    (meters)    4786.     (feet)  VERTCON   
 FQ0892  ___________________________________________________________________
 FQ0892  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FQ0892  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0892
 FQ0892  HORZ ORDER  -  THIRD
 FQ0892
 FQ0892.The horizontal coordinates were established by classical geodetic methods
 FQ0892.and adjusted by the National Geodetic Survey in August 1993..
 FQ0892
 FQ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0892
 FQ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0892
 FQ0892.The geoid height was determined by GEOID03.
 FQ0892
 FQ0892;                    North         East     Units Scale Factor Converg.
 FQ0892;SPC AZ C     -   533,302.586   269,849.189   MT  0.99993931   +0 21 56.5
 FQ0892;SPC AZ C     - 1,749,680.40    885,331.98   iFT  0.99993931   +0 21 56.5
 FQ0892;UTM  12      - 3,962,603.513   473,654.232   MT  0.99960855   -0 10 14.2
 FQ0892
 FQ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0892!SPC AZ C     -   0.99977487  x   0.99993931  =   0.99971419
 FQ0892!UTM  12      -   0.99977487  x   0.99960855  =   0.99938351
 FQ0892
 FQ0892:                Primary Azimuth Mark                     Grid Az
 FQ0892:SPC AZ C     -  RIVEREDGE                                201 39 53.7
 FQ0892:UTM  12      -  RIVEREDGE                                202 12 04.4
 FQ0892
 FQ0892|---------------------------------------------------------------------|
 FQ0892| PID    Reference Object                     Distance      Geod. Az  |
 FQ0892|                                                           dddmmss.s |
 FQ0892| FQ0572 RIVEREDGE                           APPROX. 7.1 KM 2020150.2 |
 FQ0892| CS3558 BENCH RM 1                           13.829 METERS 22024     |
 FQ0892| CR9949 BENCH RM 2                           11.076 METERS 30100     |
 FQ0892|---------------------------------------------------------------------|
 FQ0892
 FQ0892                          SUPERSEDED SURVEY CONTROL
 FQ0892
 FQ0892  NAD 83(1986)-  35 48 25.91410(N)    111 17 29.77831(W) AD(       ) 3
 FQ0892  NGVD 29 (02/23/90) 1457.9    (m)         4783.     (f) VERT ANG       
 FQ0892
 FQ0892.Superseded values are not recommended for survey control.
 FQ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0892.See file dsdata.txt to determine how the superseded data were derived.
 FQ0892
 FQ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7365462604(NAD 83)
 FQ0892_MARKER: DS = TRIANGULATION STATION DISK
 FQ0892_SETTING: 0 = UNSPECIFIED SETTING
 FQ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0892
 FQ0892  HISTORY     - Date     Condition        Report By
 FQ0892  HISTORY     - 1955     MONUMENTED       USGS
 FQ0892  HISTORY     - 1969     GOOD             USGS
 FQ0892
 FQ0892                          STATION DESCRIPTION
 FQ0892
 FQ0892'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0892'LOCATED 7.8 MI SE. OF CAMERON, 2.0 MI E. OF LITTLE COLORADO
 FQ0892'RIVER.  ON FIRST PROMINENT TERRACED BENCH ABOVE RIVER.
 FQ0892'
 FQ0892'TO REACH FROM CAMERON TRADING POST, DRIVE 0.2 MI N. ON U.S. HWY.
 FQ0892'89.  TURN RIGHT AT NORTH END OF SUSPENSION BRIDGE FOLLOWING BLADED
 FQ0892'RD. 1.0 MI TO RD. FORKS.  TAKE RIGHT FORK 6.1 MI.  TURN LEFT UP
 FQ0892'LARGE WASH FOLLOWING LARGE DRAIN 4.2 MI E. TO LARGE DRAIN FORKS.
 FQ0892'TAKE RIGHT FORK OF WASH 1.5 MI TO HORSESHOE CLIFF IN DRAIN.
 FQ0892'FOLLOW JEEP TRACKS UP STEEP GRADE AND UP DRAIN 0.7 MI.  TURN RIGHT
 FQ0892'UP SIDE DRAIN 0.6 MI.  TURN RIGHT OUT OF DRAIN W. CROSS-COUNTRY
 FQ0892'ABOUT 3.4 MI TO EDGE OF TERRACED CLIFFS AND STATION.
 FQ0892'
 FQ0892'STATION MARK--STANDARD TABLET STAMPED---BENCH 1955---.
 FQ0892'
 FQ0892'RM 1--STANDARD RM TABLET STAMPED---BENCH 1955 NO 1---, CEMENTED IN
 FQ0892'LARGE LIMESTONE AT POINT WHERE CLIFF IS BREAKING.
 FQ0892'
 FQ0892'RM 2--STANDARD RM TABLET STAMPED---BENCH 1955 NO 2---, CEMENTED IN
 FQ0892'TOP OF LIMESTONE OUTCROP AT EDGE OF CLIFF.
 FQ0892
 FQ0892                          STATION RECOVERY (1969)
 FQ0892
 FQ0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0892'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1292 ***********************************************************************
 DB1292  DESIGNATION -  BENCH MARK
 DB1292  PID         -  DB1292
 DB1292  STATE/COUNTY-  AZ/YUMA
 DB1292  USGS QUAD   -  LAGUNA DAM (1979)
 DB1292
 DB1292                         *CURRENT SURVEY CONTROL
 DB1292  ___________________________________________________________________
 DB1292* NAD 83(1992)-  32 48 39.78169(N)    114 22 38.13288(W)     ADJUSTED  
 DB1292* NAVD 88     -        89.70   (+/-2cm)     294.3    (feet)  VERTCON   
 DB1292  ___________________________________________________________________
 DB1292  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DB1292  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB1292
 DB1292  HORZ ORDER  -  FIRST
 DB1292  VERT ORDER  -  THIRD ? (See Below)
 DB1292
 DB1292.The horizontal coordinates were established by classical geodetic methods
 DB1292.and adjusted by the National Geodetic Survey in August 1993..
 DB1292
 DB1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1292.The vertical order pertains to the NGVD 29 superseded value.
 DB1292
 DB1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1292
 DB1292.The geoid height was determined by GEOID03.
 DB1292
 DB1292;                    North         East     Units Scale Factor Converg.
 DB1292;SPC AZ W     -   200,979.540   154,619.417   MT  0.99997586   -0 20 23.7
 DB1292;SPC AZ W     -   659,381.69    507,281.55   iFT  0.99997586   -0 20 23.7
 DB1292;SPC CA 6     -   573,039.033 2,175,375.525   MT  0.99999550   +1 01 44.8
 DB1292;SPC CA 6     - 1,880,045.56  7,137,044.53   sFT  0.99999550   +1 01 44.8
 DB1292;UTM  11      - 3,633,387.100   745,562.090   MT  1.00034360   +1 25 18.8
 DB1292
 DB1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1292!SPC AZ W     -   0.99999116  x   0.99997586  =   0.99996702
 DB1292!SPC CA 6     -   0.99999116  x   0.99999550  =   0.99998666
 DB1292!UTM  11      -   0.99999116  x   1.00034360  =   1.00033476
 DB1292
 DB1292|---------------------------------------------------------------------|
 DB1292| PID    Reference Object                     Distance      Geod. Az  |
 DB1292|                                                           dddmmss.s |
 DB1292| DB1296 BENCH MARK RM 4                      47.550 METERS 10205     |
 DB1292| CE9778 BENCH MARK RM 2                      30.425 METERS 18555     |
 DB1292| CE9779 BENCH MARK RM 3 AZIMUTH                            1892948.3 |
 DB1292| DB1293 25 M                                  4.658 METERS 27102     |
 DB1292| CE9777 BENCH MARK RM 1                      20.402 METERS 30737     |
 DB1292|---------------------------------------------------------------------|
 DB1292
 DB1292                          SUPERSEDED SURVEY CONTROL
 DB1292
 DB1292  NAD 83(1986)-  32 48 39.78535(N)    114 22 38.13915(W) AD(       ) 1
 DB1292  NAD 27      -  32 48 39.62900(N)    114 22 35.33700(W) AD(       ) 1
 DB1292  NGVD 29 (07/19/86)   89.04   (m)          292.1    (f) LEVELING    3  
 DB1292
 DB1292.Superseded values are not recommended for survey control.
 DB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1292.See file dsdata.txt to determine how the superseded data were derived.
 DB1292
 DB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4556233387(NAD 83)
 DB1292_MARKER: DD = SURVEY DISK
 DB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1292
 DB1292  HISTORY     - Date     Condition        Report By
 DB1292  HISTORY     - 1934     MONUMENTED       BOR
 DB1292  HISTORY     - 1953     GOOD             USGS
 DB1292  HISTORY     - 1981     GOOD             NGS
 DB1292
 DB1292                          STATION DESCRIPTION
 DB1292
 DB1292'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (EBL)
 DB1292'THIS STATION IS ABOUT 16 MILES AIR LINE ENE OF YUMA.  ON A
 DB1292'LOW ROLLING HILL ABOUT 2 MILES NE OF STATION GILA CITY.  ABOUT
 DB1292'75 FEET E OF THE ROAD.  ABOUT 15 FEET E OF THE U.S.G.S. BENCH
 DB1292'MARK.  (ALL MARKS ARE NEW U.S.C. AND G.S. STANDARD TABLETS.)
 DB1292'
 DB1292'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 DB1292'DISKS SET IN CONCRETE.
 DB1292'
 DB1292'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 DB1292'IN A DEPRESSION IN A BOULDER 3 FEET BELOW THE GROUND.
 DB1292'
 DB1292'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE
 DB1292'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON
 DB1292'A LOW FOOTHILL ON THE W SIDE OF ROAD ABOUT 1.0 MILE AIR LINE
 DB1292'S OF STATION.  DISTANCE BY ROAD FROM STATION TO AZIMUTH IS
 DB1292'1.5 MILES.
 DB1292'
 DB1292'REACHED AS FOLLOWS FROM YUMA--FROM THE EASTERN CITY LIMITS
 DB1292'ON U.S. HIGHWAY 80 GO E FOR 7.5 MILES TO A ROAD LEADING
 DB1292'OFF TO THE LEFT, SIGN HERE READS DOME AND QUARTZITE.  TAKE
 DB1292'THIS ROAD TO THE LEFT AND GO 1.8 MILES.  HERE TURN RIGHT AND
 DB1292'FOLLOW MAIN ROAD FOR 8.6 MILES.  TAKE LEFT FORK HERE AND GO
 DB1292'1.1 MILES TO FORKS JUST AFTER CROSSING BRIDGE.  TAKE THE RIGHT
 DB1292'FORK AND GO 4.6 MILES.  HERE TURN RIGHT AND GO 1.0 MILE.  TURN
 DB1292'RIGHT, E, OFF ROAD AND DRIVE ABOUT 75 FEET TO STATION.
 DB1292
 DB1292                          STATION RECOVERY (1953)
 DB1292
 DB1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 DB1292'STATION RECOVERED IN GOOD CONDITION.
 DB1292'
 DB1292'TO REACH FROM BLAISDELL GO N ON ARIZONA STATE HIGHWAY 95 FOR
 DB1292'3.6 MILES TO ROAD FORK JUST N OF A SUSPENSION BRIDGE, CONTINUE
 DB1292'ON HIGHWAY 95 FOR 4.9 MILES TO TRANSMISSION LINE CROSSING.
 DB1292'FOLLOW TRANSMISSION LINE TO BETWEEN THE THIRD AND FOURTH
 DB1292'POLES, ABOUT 90 FEET E OF A ROAD, 115 FEET SOUTH OF THE FOURTH
 DB1292'TRANSMISSION LINE POLE AND ABOUT 485 FEET N OF THE THIRD POLE.
 DB1292
 DB1292                          STATION RECOVERY (1981)
 DB1292
 DB1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1292'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DB1292'IN GOOD CONDITION.  THE USGS BENCH MARK HAS BEEN DESTROYED.
 DB1292'REFERENCE MARK 4 WAS ESTABLISHED FOR HELICOPTER ACTIVITY AT THIS TIME.
 DB1292'
 DB1292'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BENCH MARK USBR 1934 NO 4
 DB1292'1981.  THE MARK IS SET IN TOP OF A CONCRETE MONUMENT.
 DB1292'
 DB1292'REFERENCE MARK 3 STAMPED---BENCH MARK NO 3 AZIMUTH 1934---IS A
 DB1292'STANDARD CGS REFERENCE MARK DISK.  ADDITIONAL DESCRIPTION FOLLOWS,
 DB1292'ABOUT 20 FEET ABOVE HIGHWAY 95 AND ABOUT 55 FEET WEST OF CENTERLINE
 DB1292'OF US 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1834 ***********************************************************************
 DV1834  DESIGNATION -  BEND
 DV1834  PID         -  DV1834
 DV1834  STATE/COUNTY-  AZ/MARICOPA
 DV1834  USGS QUAD   -  COTTON CENTER (1973)
 DV1834
 DV1834                         *CURRENT SURVEY CONTROL
 DV1834  ___________________________________________________________________
 DV1834* NAD 83(1992)-  33 01 49.13479(N)    112 43 32.32883(W)     ADJUSTED  
 DV1834* NAVD 88     -       583.8    (meters)    1915.     (feet)  VERTCON   
 DV1834  ___________________________________________________________________
 DV1834  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DV1834  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1834
 DV1834  HORZ ORDER  -  THIRD
 DV1834
 DV1834.The horizontal coordinates were established by classical geodetic methods
 DV1834.and adjusted by the National Geodetic Survey in August 1993..
 DV1834
 DV1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1834
 DV1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1834
 DV1834.The geoid height was determined by GEOID03.
 DV1834
 DV1834;                    North         East     Units Scale Factor Converg.
 DV1834;SPC AZ C     -   225,404.118   137,790.592   MT  0.99997039   -0 26 27.5
 DV1834;SPC AZ C     -   739,514.82    452,068.87   iFT  0.99997039   -0 26 27.5
 DV1834;UTM  12      - 3,655,970.799   338,842.442   MT  0.99992023   -0 56 27.0
 DV1834
 DV1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1834!SPC AZ C     -   0.99991326  x   0.99997039  =   0.99988365
 DV1834!UTM  12      -   0.99991326  x   0.99992023  =   0.99983349
 DV1834
 DV1834|---------------------------------------------------------------------|
 DV1834| PID    Reference Object                     Distance      Geod. Az  |
 DV1834|                                                           dddmmss.s |
 DV1834| CR5128 BEND RM 2                             7.820 METERS 15400     |
 DV1834| CR5127 BEND RM 1                             5.580 METERS 33042     |
 DV1834| DV1840 NOSE                                APPROX. 6.2 KM 3563257.3 |
 DV1834|---------------------------------------------------------------------|
 DV1834
 DV1834                          SUPERSEDED SURVEY CONTROL
 DV1834
 DV1834  NAD 83(1986)-  33 01 49.13045(N)    112 43 32.33373(W) AD(       ) 3
 DV1834  NGVD 29 (06/20/88)  583.2    (m)         1913.     (f) VERT ANG       
 DV1834
 DV1834.Superseded values are not recommended for survey control.
 DV1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1834.See file dsdata.txt to determine how the superseded data were derived.
 DV1834
 DV1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3884255971(NAD 83)
 DV1834_MARKER: DS = TRIANGULATION STATION DISK
 DV1834_SETTING: 66 = SET IN ROCK OUTCROP
 DV1834_SP_SET: SET IN BEDROCK
 DV1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1834+STABILITY: POSITION/ELEVATION WELL
 DV1834
 DV1834  HISTORY     - Date     Condition        Report By
 DV1834  HISTORY     - 1948     MONUMENTED       USGS
 DV1834  HISTORY     - 1973     GOOD             USGS
 DV1834
 DV1834                          STATION DESCRIPTION
 DV1834
 DV1834'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DV1834'LOCATED ABOUT 6.0 MI N. OF TOWN OF GILA BEND, 1.5 MI N. OF NORTH
 DV1834'BANK OF BIG BEND IN GILA RIVER.  ON SOUTHERNMOST ONE OF SEVERAL
 DV1834'SHARP PEAKS WHICH ARE ABOUT SAME ELEVATION, AT SOUTH END OF
 DV1834'RIDGE.
 DV1834'
 DV1834'SEE 1973 RECOVERY FOR TO REACH.
 DV1834'
 DV1834'STATION MARK--STANDARD TABLET STAMPED---BEND 1948---, CEMENTED IN
 DV1834'BEDROCK.
 DV1834'
 DV1834'RM 1--STANDARD TABLET STAMPED---NO 1 1948---, CEMENTED IN BEDROCK.
 DV1834'
 DV1834'RM 2--STANDARD TABLET STAMPED---NO 2 1948---, CEMENTED IN BEDROCK.
 DV1834
 DV1834                          STATION RECOVERY (1973)
 DV1834
 DV1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1834'RECOVERED AS DESCRIBED BY USGS.
 DV1834'
 DV1834'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV1834'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT ON PIMA ST.
 DV1834'(U.S. HWY. 80) 0.9 MI E. TO T-RD.  TURN LEFT ON OLD U.S. HWY. 80
 DV1834'7.1 MI N. TO T-RD.  TURN LEFT ON GRAVEL RD. 2.2 MI W. ACROSS GILA
 DV1834'RIVER TO T-RD. AT RANCH.  TURN LEFT ON DIRT RD. 1.15 MI S. TO RD.
 DV1834'FORK.  TURN RIGHT ON DIM RD. 0.4 MI W. TO GATE.  PASS THROUGH GATE
 DV1834'ON DIM RD. 0.15 MI W. TO DRAIN AND END OF 2-WHEEL DRIVE.  TURN
 DV1834'LEFT 0.05 MI S. ALONG SOUTH SIDE OF DRAIN.  TURN RIGHT (W.) ON
 DV1834'4-WHEEL DRIVE RD. CROSSING DRAIN 0.2 MI ALONG NORTH BANK OF
 DV1834'DRAIN.  TURN RIGHT UP RIDGE 0.2 MI N. TO SADDLE AND END OF TRUCK
 DV1834'TRAVEL.  PACK N. UP SADDLE ABOUT 100 YARDS TO OLD PACK TRAIL.  TURN
 DV1834'LEFT (NW.) FOLLOWING TRAIL TO PROSPECT AND END OF TRAIL.  PACK UP
 DV1834'DRAIN TO SMALL SADDLE.  TURN LEFT (W.) ALONG SOUTH SLOPE OF KNOLL
 DV1834'TO SADDLE.  PACK SW. UP SMALL RIDGE TO TOP AND STATION.  A
 DV1834'45-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1464 ***********************************************************************
 DA1464  DESIGNATION -  BENDER
 DA1464  PID         -  DA1464
 DA1464  STATE/COUNTY-  AZ/MARICOPA
 DA1464  USGS QUAD   -  BIG HORN (1979)
 DA1464
 DA1464                         *CURRENT SURVEY CONTROL
 DA1464  ___________________________________________________________________
 DA1464* NAD 83(1992)-  32 51 38.21797(N)    112 26 54.75399(W)     ADJUSTED  
 DA1464* NAVD 88     -       490.0    (meters)    1608.     (feet)  VERTCON   
 DA1464  ___________________________________________________________________
 DA1464  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1464  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA1464
 DA1464  HORZ ORDER  -  FIRST
 DA1464
 DA1464.The horizontal coordinates were established by classical geodetic methods
 DA1464.and adjusted by the National Geodetic Survey in August 1993..
 DA1464
 DA1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1464
 DA1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1464
 DA1464.The geoid height was determined by GEOID03.
 DA1464
 DA1464;                    North         East     Units Scale Factor Converg.
 DA1464;SPC AZ C     -   206,420.334   163,581.142   MT  0.99993054   -0 17 19.0
 DA1464;SPC AZ C     -   677,232.07    536,683.54   iFT  0.99993054   -0 17 19.0
 DA1464;UTM  12      - 3,636,764.751   364,464.819   MT  0.99982651   -0 47 09.9
 DA1464
 DA1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1464!SPC AZ C     -   0.99992791  x   0.99993054  =   0.99985845
 DA1464!UTM  12      -   0.99992791  x   0.99982651  =   0.99975443
 DA1464
 DA1464|---------------------------------------------------------------------|
 DA1464| PID    Reference Object                     Distance      Geod. Az  |
 DA1464|                                                           dddmmss.s |
 DA1464| DA1465 BENDER RM A                          26.376 METERS 02619     |
 DA1464| CH4358 BENDER RM 1                          15.721 METERS 08442     |
 DA1464| CH4359 BENDER RM 2                          14.860 METERS 33459     |
 DA1464| DA0127 M 349                                              3374848.7 |
 DA1464|---------------------------------------------------------------------|
 DA1464
 DA1464                          SUPERSEDED SURVEY CONTROL
 DA1464
 DA1464  NAD 83(1986)-  32 51 38.20868(N)    112 26 54.75729(W) AD(       ) 1
 DA1464  NAD 27      -  32 51 38.05242(N)    112 26 52.21165(W) AD(       ) 1
 DA1464  NGVD 29 (07/19/86)  489.3    (m)         1605.     (f) VERT ANG       
 DA1464
 DA1464.Superseded values are not recommended for survey control.
 DA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1464.See file dsdata.txt to determine how the superseded data were derived.
 DA1464
 DA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6446536765(NAD 83)
 DA1464_MARKER: DS = TRIANGULATION STATION DISK
 DA1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1464
 DA1464  HISTORY     - Date     Condition        Report By
 DA1464  HISTORY     - 1971     MONUMENTED       NGS
 DA1464
 DA1464                          STATION DESCRIPTION
 DA1464
 DA1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1464'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF GILA BEND, 1 MILE
 DA1464'SOUTH OF INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U. S.
 DA1464'GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED
 DA1464'BY MR. MARION GETZWILLER, CASA GRANDE, ARIZONA.
 DA1464'
 DA1464'TO REACH THE STATION FROM THE INTERSECTION OF PIMA STREET U S 80 AND
 DA1464'EUCLID AVENUE, 1 BLOCK SOUTH OF THE POST OFFICE IN GILA BEND GO
 DA1464'EAST ON PIMA STREET U S 80 FOR 1.2 MILES TO THE JUNCTION OF U S
 DA1464'HIGHWAY 80 AND STATE HIGHWAY 84.  TURN RIGHT AND GO SOUTHEAST ON
 DA1464'STATE HIGHWAY 84 FOR 2.7 MILES TO THE JUNCTION OF INTERSTATE HIGHWAY
 DA1464'8.  CONTINUE EASTERLY ON INTERSTATE HIGHWAY 8 FOR 13.1 MILES TO
 DA1464'THE BENCH MARK ON THE LEFT.  CONTINUE EASTERLY ON INTERSTATE HIGHWAY
 DA1464'8 FOR 1.0 MILE TO A GATE ON THE RIGHT IN THE RIGHT-OF-WAY FENCE.
 DA1464'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH ON THE GRAVELED
 DA1464'ROAD FOR 0.9 MILE TO A DIM TRACK ROAD LEFT AT THE BOTTOM OF A
 DA1464'WASH.  TURN LEFT AND GO EASTERLY ON THE TRACK ROAD FOR 0.25 MILE TO
 DA1464'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 DA1464'
 DA1464'THE STATION MARKS ARE STANDARD DISKS STAMPED BENDER 1971, THE SURFACE
 DA1464'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 DA1464'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 DA1464'IT IS 15.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND
 DA1464'ON THE SOUTH SLOPE OF THE RIDGE.  THE UNDERGROUND DISK WAS SET ABOUT
 DA1464'42 INCHES BELOW THE GROUND SURFACE.
 DA1464'
 DA1464'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BENDER NO 1 1971, SET
 DA1464'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1464'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DA1464'46 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT 3
 DA1464'FEET HIGHER THAN THE STATION.
 DA1464'
 DA1464'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENDER NO 2 1971, SET IN
 DA1464'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 DA1464'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET
 DA1464'NORTHWEST OF THE METAL WITNESS POST WITH SIGN AND ABOUT 2 FEET
 DA1464'HIGHER THAN THE STATION.
 DA1464'
 DA1464'THE PARK IS A STANDARD BENCH MARK DISK USED FOR AN AZIMUTH MARK
 DA1464'AND STAMPED M 349 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DA1464'THAT IS 6 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE
 DA1464'GROUND SURFACE.  IT IS 95 FEET NORTH OF THE CENTER OF THE
 DA1464'WEST-BOUND LANE OF INTERSTATE HIGHWAY 8, 4 FEET EAST OF AN
 DA1464'ARIZONA HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A
 DA1464'RIGHT-OF-WAY FENCE AND 2 FEET WEST-NORTHWEST OF A METAL
 DA1464'WITNESS POST WITH SIGN.
 DA1464'
 DA1464'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1465 ***********************************************************************
 DA1465  DESIGNATION -  BENDER RM A
 DA1465  PID         -  DA1465
 DA1465  STATE/COUNTY-  AZ/MARICOPA
 DA1465  USGS QUAD   -  BIG HORN (1979)
 DA1465
 DA1465                         *CURRENT SURVEY CONTROL
 DA1465  ___________________________________________________________________
 DA1465* NAD 83(1992)-  32 51 38.98538(N)    112 26 54.30411(W)     ADJUSTED  
 DA1465* NAVD 88     -       489.64   (+/-2cm)    1606.4    (feet)  VERTCON   
 DA1465  ___________________________________________________________________
 DA1465  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1465  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA1465
 DA1465  HORZ ORDER  -  FIRST
 DA1465  VERT ORDER  -  THIRD ? (See Below)
 DA1465
 DA1465.The horizontal coordinates were established by classical geodetic methods
 DA1465.and adjusted by the National Geodetic Survey in August 1993..
 DA1465
 DA1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1465.The vertical order pertains to the NGVD 29 superseded value.
 DA1465
 DA1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1465
 DA1465.The geoid height was determined by GEOID03.
 DA1465
 DA1465;                    North         East     Units Scale Factor Converg.
 DA1465;SPC AZ C     -   206,443.914   163,592.957   MT  0.99993053   -0 17 18.7
 DA1465;SPC AZ C     -   677,309.43    536,722.30   iFT  0.99993053   -0 17 18.7
 DA1465;UTM  12      - 3,636,788.225   364,476.837   MT  0.99982647   -0 47 09.7
 DA1465
 DA1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1465!SPC AZ C     -   0.99992796  x   0.99993053  =   0.99985849
 DA1465!UTM  12      -   0.99992796  x   0.99982647  =   0.99975444
 DA1465
 DA1465:                Primary Azimuth Mark                     Grid Az
 DA1465:SPC AZ C     -  HORSE                                    098 33 58.4
 DA1465:UTM  12      -  HORSE                                    099 03 49.4
 DA1465
 DA1465|---------------------------------------------------------------------|
 DA1465| PID    Reference Object                     Distance      Geod. Az  |
 DA1465|                                                           dddmmss.s |
 DA1465| DA1459 HORSE                               APPROX.10.4 KM 0981639.7 |
 DA1465| DA1464 BENDER                               26.376 METERS 20619     |
 DA1465|---------------------------------------------------------------------|
 DA1465
 DA1465                          SUPERSEDED SURVEY CONTROL
 DA1465
 DA1465  NAD 83(1986)-  32 51 38.97625(N)    112 26 54.30733(W) AD(       ) 1
 DA1465  NAD 27      -  32 51 38.81986(N)    112 26 51.76177(W) AD(       ) 1
 DA1465  NGVD 29 (07/19/86)  488.98   (m)         1604.3    (f) LEVELING    3  
 DA1465
 DA1465.Superseded values are not recommended for survey control.
 DA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1465.See file dsdata.txt to determine how the superseded data were derived.
 DA1465
 DA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6447736788(NAD 83)
 DA1465_MARKER: DR = REFERENCE MARK DISK
 DA1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1465+STABILITY: SURFACE MOTION
 DA1465
 DA1465  HISTORY     - Date     Condition        Report By
 DA1465  HISTORY     - 1971     MONUMENTED       NGS
 DA1465
 DA1465                          STATION DESCRIPTION
 DA1465
 DA1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1465'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF GILS BEND, 1 MILE
 DA1465'SOUTH OF INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U.S.
 DA1465'GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED
 DA1465'BY MR. MARION GETZWILLER, BOX 27, CASS GRANDE, ARIZONA.
 DA1465'
 DA1465'THE STATION MARKS ARE STANDARD DISKS STAMPED BENDER RM A 1971, THE
 DA1465'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 DA1465'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 DA1465'SURFACE.  IT IS 95 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 DA1465'THE UNDERGROUND DISK IS SET ABOUT 42 INCHES BELOW THE GROUND
 DA1465'SURFACE.
 DA1465'
 DA1465'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BENDER
 DA1465'1971.
 DA1465'
 DA1465'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENDER
 DA1465'1971, THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1033 ***********************************************************************
 CG1033  DESIGNATION -  BENEDICT RESET
 CG1033  PID         -  CG1033
 CG1033  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1033  USGS QUAD   -  RIO RICO (1981)
 CG1033
 CG1033                         *CURRENT SURVEY CONTROL
 CG1033  ___________________________________________________________________
 CG1033* NAD 83(1992)-  31 23 46.75177(N)    110 55 22.13324(W)     ADJUSTED  
 CG1033* NAVD 88     -      1392.58   (+/-2cm)    4568.8    (feet)  VERTCON   
 CG1033  ___________________________________________________________________
 CG1033  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CG1033  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1033
 CG1033  HORZ ORDER  -  FIRST
 CG1033  VERT ORDER  -  THIRD ? (See Below)
 CG1033
 CG1033.The horizontal coordinates were established by classical geodetic methods
 CG1033.and adjusted by the National Geodetic Survey in August 1993..
 CG1033
 CG1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1033.The vertical order pertains to the NGVD 29 superseded value.
 CG1033
 CG1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1033
 CG1033.The geoid height was determined by GEOID03.
 CG1033
 CG1033;                    North         East     Units Scale Factor Converg.
 CG1033;SPC AZ C     -    44,363.806   307,875.002   MT  1.00001015   +0 31 04.0
 CG1033;SPC AZ C     -   145,550.54  1,010,088.59   iFT  1.00001015   +0 31 04.0
 CG1033;UTM  12      - 3,473,528.064   507,337.919   MT  0.99960066   +0 02 24.8
 CG1033
 CG1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1033!SPC AZ C     -   0.99978599  x   1.00001015  =   0.99979614
 CG1033!UTM  12      -   0.99978599  x   0.99960066  =   0.99938674
 CG1033
 CG1033|---------------------------------------------------------------------|
 CG1033| PID    Reference Object                     Distance      Geod. Az  |
 CG1033|                                                           dddmmss.s |
 CG1033| CC6081 BENEDICT RM 1                        14.167 METERS 04637     |
 CG1033| CC6080 BENEDICT RM                          14.370 METERS 05037     |
 CG1033| CC6083 BENEDICT RM 3                         7.666 METERS 12253     |
 CG1033| CC6082 BENEDICT RM 2                         4.092 METERS 16610     |
 CG1033| CG1025 NOGALES RADIO STA KNOG MAST         APPROX. 4.7 KM 1675913.7 |
 CG1033| CG1020 NOGALES COURTHOUSE DOME             APPROX. 6.8 KM 1920919.6 |
 CG1033| CG1015 NOGALES CATHOLIC CHURCH             APPROX. 6.7 KM 1943828.6 |
 CG1033| CG1026 NOGALES PUBLIC SCHOOL               APPROX. 6.8 KM 1944820.6 |
 CG1033| CG1019 NOGALES MEXICAN CUSTOMHOUSE FS      APPROX. 7.5 KM 1953831.8 |
 CG1033| CG1035 SCA 2                               APPROX. 3.9 KM 2805312.3 |
 CG1033| CC6079 BENEDICT AZ MK                                     3040655.2 |
 CG1033|---------------------------------------------------------------------|
 CG1033
 CG1033                          SUPERSEDED SURVEY CONTROL
 CG1033
 CG1033  NAD 83(1986)-  31 23 46.73880(N)    110 55 22.12845(W) AD(       ) 1
 CG1033  NAD 27      -  31 23 46.38900(N)    110 55 19.81500(W) AD(       ) 1
 CG1033  NGVD 29 (07/19/86) 1391.70   (m)         4565.9    (f) LEVELING    3  
 CG1033
 CG1033.Superseded values are not recommended for survey control.
 CG1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1033.See file dsdata.txt to determine how the superseded data were derived.
 CG1033
 CG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0733873528(NAD 83)
 CG1033_MARKER: DD = SURVEY DISK
 CG1033_SETTING: 80 = SET IN A BOULDER
 CG1033_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1033
 CG1033  HISTORY     - Date     Condition        Report By
 CG1033  HISTORY     - 1935     MONUMENTED       CGS
 CG1033  HISTORY     - 1935     GOOD             CGS
 CG1033  HISTORY     - 1956     GOOD             USE
 CG1033  HISTORY     - 1959     GOOD             CGS
 CG1033  HISTORY     - 1968     GOOD             AMS
 CG1033
 CG1033                          STATION DESCRIPTION
 CG1033
 CG1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG1033'ABOUT 5 MILES SOUTH OF CALABASAS AND 4 MILES NORTH OF NOGALES IN
 CG1033'SEC. 27, T. 23 S., R. 14 E., ON THE HIGHEST ROUND HILL BETWEEN
 CG1033'THE SANTA CRUZ RIVER AND NOGALES CREEK.  THE STATION, IDENTICAL
 CG1033'WITH THE U.S. GEOLOGICAL SURVEY STATION OF THE SAME NAME, IS
 CG1033'MARKED WITH A STANDARD DISK STATION MARK CEMENTED INTO THE SOLID
 CG1033'ROCK.  THE REFERENCE MARK SET IN 1910, A CROSS CUT IN THE TOP OF
 CG1033'A ROCK, IS 14.37 METERS (47.1 FEET) FROM STATION N 50 DEG 36 MIN E.
 CG1033'REFERENCE MARK NO. 1 (1935) (MARKING NOT KNOWN) IS
 CG1033'14.166 METERS (46.48 FEET) FROM STATION N 46 DEG 37 MIN E.
 CG1033'REFERENCE MARK NO. 2 (1935) (MARKING NOT KNOWN) IS
 CG1033'4.092 METERS (13.43 FEET) FROM STATION S 13 DEG 50 MIN E.
 CG1033'IN 1936 AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1-1/2 MILES
 CG1033'WEST-NORTHWEST OF THE STATION ON A RIDGE, JUST AFTER EMERGING
 CG1033'FROM THE WASH ON COMING TO THE STATION, 33 FEET SOUTH OF
 CG1033'THE CENTERLINE OF A ROAD, ABOUT 100 YARDS EAST OF THE WASH, THE
 CG1033'DISK BEING SET IN A ROCK OUTCROP AND N 55 DEG 53 MIN W.
 CG1033
 CG1033                          STATION RECOVERY (1956)
 CG1033
 CG1033'RECOVERY NOTE BY US ENGINEERS 1956
 CG1033'STATION RECOVERED AS DESCRIBED.
 CG1033'
 CG1033'REFERENCE MARK 2 IS DESTROYED.
 CG1033
 CG1033                          STATION RECOVERY (1959)
 CG1033
 CG1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1033'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 CG1033'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CG1033'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED.  A NEW
 CG1033'AND COMPLETE DESCRIPTION FOLLOWS.
 CG1033'
 CG1033'THE STATION IS ABOUT 4 MILES NORTH OF NOGALES ON THE HIGHEST
 CG1033'ROUND HILL BETWEEN SANTA CRUZ RIVER AND NOGALES CREEK.
 CG1033'
 CG1033'TO REACH THE STATION FROM THE POST OFFICE IN NOGALES GO SOUTHWEST
 CG1033'FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, NORTHWEST, FOR 0.1 MILE
 CG1033'TO U.S. HIGHWAY 89, TURN RIGHT AND GO NORTHEAST FOR 0.6 MILE TO
 CG1033'THE JUNCTION WITH STATE HIGHWAY 82, CONTINUE NORTHEAST ON STATE
 CG1033'HIGHWAY 82 FOR 2.0 MILES TO A T ROAD LEFT AT THE TOP OF THE
 CG1033'GRADE.  TURN LEFT FOLLOWING THE MACADAM ROAD NORTHWARD BETWEEN
 CG1033'SEVERAL NICE HOMES FOR 0.6 MILE TO A STOCK GUARD, CONTINUE
 CG1033'NORTH AND NORTHWEST ON THE GRADED ROAD FOR 0.6 MILE TO A
 CG1033'GATE.  PASS THRU THE GATE AND CONTINUE NORTHWEST ON THE GRADED
 CG1033'ROAD FOR 1.0 MILE TO THE END OF THE ROAD AT THE REMAINS OF AN
 CG1033'ADOBE HOUSE.  FROM HERE PACK NORTH FOR ABOUT 1/2 HOUR TO THE
 CG1033'HIGHEST PART OF THE HILL AND THE STATION.
 CG1033'
 CG1033'THE STATION MARK, STAMPED BENEDICT 1935, IS A STANDARD U.S.G.S.
 CG1033'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 CG1033'FLUSH WITH THE GROUND.  IT IS 8 FEET WEST OF A CAIRN.
 CG1033'
 CG1033'REFERENCE MARK 1, STAMPED BENEDICT NO 1 1935, IS A STANDARD DISK
 CG1033'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.  IT IS
 CG1033'40 FEET NORTHEAST OF A CAIRN.
 CG1033'
 CG1033'REFERENCE MARK 3 STAMPED BENEDICT NO 3 1957, IS A FOREIGN AGENCY
 CG1033'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 CG1033'
 CG1033'TRIANGULATION STATION SCA 2 WAS USED FOR THE AZIMUTH MARK.  SEE
 CG1033'DESCRIPTION THEREOF.
 CG1033
 CG1033                          STATION RECOVERY (1968)
 CG1033
 CG1033'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG1033'MARK IS LOCATED APPROXIMATELY 3.0 AIRMILES (N) OF NOGALES,
 CG1033'ARIZONA.  14.5 AIRMILES (SW) OF PATAGONIA, ARIZONA.
 CG1033'
 CG1033'TO REACH FROM INTERSECTION OF STATE HWY 82 AND U.S. HWY 89 IN
 CG1033'NOGALES, ARIZONA, GO (W) ON STATE HWY 82 ON THE CLOVERLEAF AND
 CG1033'FOLLOW THE INTERCHANGE OVER U.S. HWY 89 WHICH TURNS AND GOES (NE).
 CG1033'GO (NE) FOR 1.7 MILES TO CREST OF A SMALL HILL AND PAVED ROAD ON
 CG1033'LEFT.  TURN LEFT (N) AND GO 0.6 MILE TO A CATTLE GUARD AND END OF
 CG1033'PAVED ROAD.  CONTINUE ON WELL-GRADED ROAD FOR 0.5 MILE TO A Y.
 CG1033'TAKE LEFT FORK (WNW) ON GRADED ROAD FOR 0.1 MILE TO A GATE.
 CG1033'PASS THROUGH AND CONTINUE 0.6 MILE TO ANOTHER Y.  TAKE LEFT FORK
 CG1033'(NW) AND GO 0.2 MILE TO ANOTHER Y.  TAKE RIGHT FORK (W) AND GO
 CG1033'0.2 MILE TO A MINE AND REMAINS OF A HOUSE.  FROM HERE, PACK (NW)
 CG1033'TO HIGHEST POINT OF HILL AND STATION SITE (30 MINUTE PACK).
 CG1033'
 CG1033'STATION IS MARKED BY A USC AND GS BRONZE DISK CEMENTED IN ROCK AT
 CG1033'GROUND LEVEL.  STAMPED BENEDICT 1935.
 CG1033'
 CG1033'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A ROCKOUTCROP
 CG1033'PROTRUDING 0.27 M ABOVE GROUND.  STAMPED BENEDICT NO 1 1935.  IT IS
 CG1033'LOCATED 14.18 M (NE) OF MARK ON MAG. AZ. OF 47 DEG AND A DE OF
 CG1033'-0.16 M.
 CG1033'
 CG1033'R.M. 3 IS A FOREIGN AGENCY BRONZE DISK SET IN A ROCK OUTCROP
 CG1033'PROTRUDING 0.68 M ABOVE GROUND.  STAMPED BENEDICT NO 3 1957.  IT IS
 CG1033'LOCATED 7.85 M (ESE) OF MARK ON A MAG. AZ. OF 123 DEG AND A DE
 CG1033'OF -1.62 M.
 CG1033'
 CG1033'AZIMUTH MARK WAS NOT OBSERVED.
 CG1033'
 CG1033'CONDITION OF ALL EXISTING MARKS IS GOOD.  VIEW IS GOOD IN ALL
 CG1033'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0095 ***********************************************************************
 CG0095  DESIGNATION -  BENSON
 CG0095  PID         -  CG0095
 CG0095  STATE/COUNTY-  AZ/COCHISE
 CG0095  USGS QUAD   -  BENSON (1983)
 CG0095
 CG0095                         *CURRENT SURVEY CONTROL
 CG0095  ___________________________________________________________________
 CG0095* NAD 83(1992)-  31 58 05.21900(N)    110 17 25.16804(W)     ADJUSTED  
 CG0095* NAVD 88     -      1100.91   (+/-2cm)    3611.9    (feet)  VERTCON   
 CG0095  ___________________________________________________________________
 CG0095  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CG0095  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0095
 CG0095  HORZ ORDER  -  SECOND
 CG0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0095
 CG0095.The horizontal coordinates were established by classical geodetic methods
 CG0095.and adjusted by the National Geodetic Survey in August 1993..
 CG0095
 CG0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0095.The vertical order pertains to the NGVD 29 superseded value.
 CG0095
 CG0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0095
 CG0095.The geoid height was determined by GEOID03.
 CG0095
 CG0095;                    North         East     Units Scale Factor Converg.
 CG0095;SPC AZ E     -   107,338.591   201,672.310   MT  0.99990168   -0 03 55.7
 CG0095;SPC AZ E     -   352,160.73    661,654.56   iFT  0.99990168   -0 03 55.7
 CG0095;SPC AZ C     -   108,487.224   367,085.109   MT  1.00019135   +0 51 40.4
 CG0095;SPC AZ C     -   355,929.21  1,204,347.47   iFT  1.00019135   +0 51 40.4
 CG0095;UTM  12      - 3,537,121.524   567,056.593   MT  0.99965545   +0 22 32.7
 CG0095
 CG0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0095!SPC AZ E     -   0.99983154  x   0.99990168  =   0.99973323
 CG0095!SPC AZ C     -   0.99983154  x   1.00019135  =   1.00002286
 CG0095!UTM  12      -   0.99983154  x   0.99965545  =   0.99948705
 CG0095
 CG0095|---------------------------------------------------------------------|
 CG0095| PID    Reference Object                     Distance      Geod. Az  |
 CG0095|                                                           dddmmss.s |
 CG0095| CU7807 BENSON RM 3                          11.100 METERS 02520     |
 CG0095| CC6088 BENSON RM 1                           8.958 METERS 02617     |
 CG0095| CC6087 BENSON AZ MK                                       1255507.4 |
 CG0095| CG0094 BENSON RM 2                           9.787 METERS 32024     |
 CG0095| CU7712 BENSON RM 4                          11.376 METERS 33500     |
 CG0095|---------------------------------------------------------------------|
 CG0095
 CG0095                          SUPERSEDED SURVEY CONTROL
 CG0095
 CG0095  NAD 83(1986)-  31 58 05.21311(N)    110 17 25.16225(W) AD(       ) 2
 CG0095  NAD 27      -  31 58 04.91330(N)    110 17 22.90610(W) AD(       ) 2
 CG0095  NGVD 29 (??/??/92) 1100.132  (m)         3609.35   (f) ADJ UNCH    2 0
 CG0095
 CG0095.Superseded values are not recommended for survey control.
 CG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0095.See file dsdata.txt to determine how the superseded data were derived.
 CG0095
 CG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6705737122(NAD 83)
 CG0095_MARKER: DS = TRIANGULATION STATION DISK
 CG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0095_STAMPING: BENSON 1960
 CG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0095+STABILITY: SURFACE MOTION
 CG0095
 CG0095  HISTORY     - Date     Condition        Report By
 CG0095  HISTORY     - 1960     MONUMENTED       CGS
 CG0095  HISTORY     - 1960     GOOD             CGS
 CG0095  HISTORY     - 1967     GOOD             USAF
 CG0095  HISTORY     - 1986     GOOD             AZDT
 CG0095
 CG0095                          STATION DESCRIPTION
 CG0095
 CG0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0095'THE STATION IS LOCATED ON A SMALL HILL NEAR THE CENTER OF BENSON,
 CG0095'JUST SOUTH OF A LARGE BLACK WATER TANK.
 CG0095'
 CG0095'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO WEST
 CG0095'ON U.S. HIGHWAY 80 FOR 0.05 MILE TO SAN PEDRO STREET, TURN
 CG0095'RIGHT AND GO NORTH ON SAN PEDRO STREET FOR 0.05 MILE TO A
 CG0095'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.3 MILE TO THE TOP
 CG0095'OF THE HILL AT THE WATER TANK AND THE STATION.
 CG0095'
 CG0095'THE STATION MARK IS A STANDARD DISK STAMPED BENSON 1960, SET
 CG0095'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 CG0095'19 FEET SOUTH OF THE WATER TANK AND 3.7 FEET SOUTH OF A
 CG0095'WITNESS POST.
 CG0095'
 CG0095'R.M. 1 IS A STANDARD DISK STAMPED BENSON NO 1 1960, SET IN
 CG0095'A DRILL HOLE IN THE CONCRETE APRON OF THE FOUNDATION FOR THE
 CG0095'BASE OF THE WATER TANK, AND IT IS 26.7 FEET NORTHEAST OF THE
 CG0095'WITNESS POST.
 CG0095'
 CG0095'R.M. 2 IS A STANDARD DISK STAMPED BENSON NO 2 1960, SET IN A
 CG0095'DRILL HOLE IN THE CONCRETE APRON OF THE BASE OF THE WATER TANK
 CG0095'AND IS 29.1 FEET NORTHWEST OF THE WITNESS POST.
 CG0095'
 CG0095'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENSON 1960, SET IN A
 CG0095'DRILL HOLE IN THE CONCRETE CURBING ON THE SOUTH SIDE OF ARIZONA
 CG0095'STATE HIGHWAY 86.  IT IS 25 FEET SOUTH OF THE CENTER OF THE TRAFFIC
 CG0095'DIVIDER AT THE EAST END OF THE DOUBLE LANES BENEATH AN
 CG0095'UNDERPASS, 7.5 FEET NORTHEAST OF AN OCTAGONAL METAL LIGHT POST
 CG0095'AND 3 FEET WEST OF THE EAST END OF THE CURBING.  TO REACH
 CG0095'FROM THE POST OFFICE AT BENSON, GO EASTERLY ON ARIZONA STATE
 CG0095'HIGHWAY 86 TOWARD WILLCOX FOR 0.4 MILE TO THE MARK ON
 CG0095'THE RIGHT.
 CG0095
 CG0095                          STATION RECOVERY (1960)
 CG0095
 CG0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0095'IN BENSON.
 CG0095'0.05 MILE WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0095'80, THENCE 0.05 MILE NORTH ON SAN PEDRO STREET, 19.0 FEET SOUTH OF A
 CG0095'WATER TANK, 3.7 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A
 CG0095'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CG0095
 CG0095                          STATION RECOVERY (1967)
 CG0095
 CG0095'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CG0095'RECOVERED STATION AND REF. MARKS AS DESCRIBED AZ. MK WAS NOT
 CG0095'LOOKED FOR.
 CG0095
 CG0095                          STATION RECOVERY (1986)
 CG0095
 CG0095'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0095'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 CG0095'AND 2 WERE DESTROYED DURING CONSTRUCTION OF A NEW WATER TANK AND THE
 CG0095'AZIMUTH MARK WAS DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE MARKS 3
 CG0095'AND 4 WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0977 ***********************************************************************
 CG0977  DESIGNATION -  BENSON MTN ST TEL CO MW KPS 85
 CG0977  PID         -  CG0977
 CG0977  STATE/COUNTY-  AZ/COCHISE
 CG0977  USGS QUAD   -  BENSON (1983)
 CG0977
 CG0977                         *CURRENT SURVEY CONTROL
 CG0977  ___________________________________________________________________
 CG0977* NAD 83(1992)-  31 55 57.56400(N)    110 22 09.08913(W)     ADJUSTED  
 CG0977* NAVD 88     -                                                        
 CG0977  ___________________________________________________________________
 CG0977  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CG0977  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0977
 CG0977  HORZ ORDER  -  THIRD
 CG0977
 CG0977.The horizontal coordinates were established by classical geodetic methods
 CG0977.and adjusted by the National Geodetic Survey in August 1993..
 CG0977
 CG0977
 CG0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0977
 CG0977.The geoid height was determined by GEOID03.
 CG0977
 CG0977;                    North         East     Units Scale Factor Converg.
 CG0977;SPC AZ E     -   103,418.223   194,210.722   MT  0.99990452   -0 06 25.6
 CG0977;SPC AZ E     -   339,298.63    637,174.28   iFT  0.99990452   -0 06 25.6
 CG0977;UTM  12      - 3,533,144.850   559,627.285   MT  0.99964385   +0 20 01.2
 CG0977
 CG0977                          SUPERSEDED SURVEY CONTROL
 CG0977
 CG0977  NAD 83(1986)-  31 55 57.55794(N)    110 22 09.08328(W) AD(       ) 4
 CG0977  NAD 27      -  31 55 57.25399(N)    110 22 06.81958(W) AD(       ) 3
 CG0977
 CG0977.Superseded values are not recommended for survey control.
 CG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0977.See file dsdata.txt to determine how the superseded data were derived.
 CG0977
 CG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5962733145(NAD 83)
 CG0977_MARKER: 42 = RADIO/TV MAST
 CG0977
 CG0977  HISTORY     - Date     Condition        Report By
 CG0977  HISTORY     - 1970     FIRST OBSERVED   CGS
 CG0977
 CG0977                          STATION DESCRIPTION
 CG0977
 CG0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 CG0977'THE STATION IS THE TOP CENTER OF THE BENSON, MOUNTAIN STATES
 CG0977'TELEPHONE COMPANY MICROWAVE TOWER KPS 85 THAT IS LOCATED ABOUT 5
 CG0977'MILES WEST-SOUTHWEST OF BENSON, 2-1/2 MILES SOUTH OF
 CG0977'INTERSTATE HIGHWAY 10 AND 1-1/2 MILES WEST OF STATE HIGHWAY 90.
 CG0977'THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED ALUMINUM IN COLOR
 CG0977'WITH TWO DISH SHAPED ANTENNAS LOCATED NEAR THE CENTER OF THE MAST AND
 CG0977'A FAN SHAPED ANTENNA LOCATED NEAR THE TOP.  IT IS 97 FEET IN HEIGHT
 CG0977'AND IS UNLIGHTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0094 ***********************************************************************
 CG0094  DESIGNATION -  BENSON RM 2
 CG0094  PID         -  CG0094
 CG0094  STATE/COUNTY-  AZ/COCHISE
 CG0094  USGS QUAD   -  BENSON (1983)
 CG0094
 CG0094                         *CURRENT SURVEY CONTROL
 CG0094  ___________________________________________________________________
 CG0094* NAD 83(1986)-  31 58 04.     (N)    110 17 24.     (W)     SCALED    
 CG0094* NAVD 88     -      1100.80   (+/-2cm)    3611.5    (feet)  VERTCON   
 CG0094  ___________________________________________________________________
 CG0094  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0094
 CG0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0094
 CG0094.The horizontal coordinates were scaled from a topographic map and have
 CG0094.an estimated accuracy of +/- 6 seconds.
 CG0094
 CG0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0094.The vertical order pertains to the NGVD 29 superseded value.
 CG0094
 CG0094.The geoid height was determined by GEOID03.
 CG0094
 CG0094;                    North         East    Units  Estimated Accuracy
 CG0094;SPC AZ E     -   107,300.      201,700.      MT  (+/- 180 meters Scaled)
 CG0094
 CG0094                          SUPERSEDED SURVEY CONTROL
 CG0094
 CG0094  NGVD 29 (??/??/92) 1100.020  (m)         3608.98   (f) ADJ UNCH    2 0
 CG0094
 CG0094.Superseded values are not recommended for survey control.
 CG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0094.See file dsdata.txt to determine how the superseded data were derived.
 CG0094
 CG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA670370(NAD 83)
 CG0094_MARKER: DR = REFERENCE MARK DISK
 CG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0094_STAMPING: BENSON NO 2 1960
 CG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0094+STABILITY: SURFACE MOTION
 CG0094
 CG0094  HISTORY     - Date     Condition        Report By
 CG0094  HISTORY     - 1960     MONUMENTED       CGS
 CG0094  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0094
 CG0094                          STATION DESCRIPTION
 CG0094
 CG0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0094'IN BENSON.
 CG0094'0.05 MILE WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0094'80, THENCE 0.05 MILE NORTH ON SAN PEDRO STREET, SET IN A DRILL-HOLE IN
 CG0094'THE CONCRETE APRON OF A WATER TANK, 29.1 FEET NORTHWEST OF WITNESS
 CG0094'POST.
 CG0094
 CG0094                          STATION RECOVERY (1979)
 CG0094
 CG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0094'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW WATER TANK IS
 CG0094'BELIEVED TO HAVE BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0966 ***********************************************************************
 CG0966  DESIGNATION -  BENSON SP RR STANDPIPE
 CG0966  PID         -  CG0966
 CG0966  STATE/COUNTY-  AZ/COCHISE
 CG0966  USGS QUAD   -  BENSON (1983)
 CG0966
 CG0966                         *CURRENT SURVEY CONTROL
 CG0966  ___________________________________________________________________
 CG0966* NAD 83(1992)-  31 58 05.62782(N)    110 17 25.19545(W)     ADJUSTED  
 CG0966* NAVD 88     -                                                        
 CG0966  ___________________________________________________________________
 CG0966  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CG0966  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0966
 CG0966  HORZ ORDER  -  THIRD
 CG0966
 CG0966.The horizontal coordinates were established by classical geodetic methods
 CG0966.and adjusted by the National Geodetic Survey in August 1993..
 CG0966
 CG0966
 CG0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0966
 CG0966.The geoid height was determined by GEOID03.
 CG0966
 CG0966;                    North         East     Units Scale Factor Converg.
 CG0966;SPC AZ E     -   107,351.183   201,671.605   MT  0.99990168   -0 03 55.7
 CG0966;SPC AZ E     -   352,202.04    661,652.25   iFT  0.99990168   -0 03 55.7
 CG0966;SPC AZ C     -   108,499.806   367,084.200   MT  1.00019135   +0 51 40.4
 CG0966;SPC AZ C     -   355,970.49  1,204,344.49   iFT  1.00019135   +0 51 40.4
 CG0966;UTM  12      - 3,537,134.107   567,055.791   MT  0.99965545   +0 22 32.7
 CG0966
 CG0966                          SUPERSEDED SURVEY CONTROL
 CG0966
 CG0966  NAD 83(1986)-  31 58 05.62183(N)    110 17 25.19321(W) AD(       ) 4
 CG0966  NAD 27      -  31 58 05.32100(N)    110 17 22.93800(W) AD(       ) 3
 CG0966
 CG0966.Superseded values are not recommended for survey control.
 CG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0966.See file dsdata.txt to determine how the superseded data were derived.
 CG0966
 CG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6705637134(NAD 83)
 CG0966_MARKER: 52 = STANDPIPE TANK
 CG0966
 CG0966  HISTORY     - Date     Condition        Report By
 CG0966  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0966
 CG0966                          STATION DESCRIPTION
 CG0966
 CG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0966'STANDPIPE IS LOCATED ON A SMALL HILL, ABOUT 1/4 MILE N OF THE
 CG0966'SOUTHERN PACIFIC RAILROAD TRACKS AND UNDERPASS, ON THE E SIDE
 CG0966'OF BENSON.
 CG0966'
 CG0966'IT IS RIVETED SHEET STEEL CONSTRUCTION MOUNTED ON CONCRETE PIERS
 CG0966'6-1/2 FEET HIGH.  OVER-ALL HEIGHT IS 44-1/2 FEET AND THE DIAMETER
 CG0966'IS 42 FEET.  IT IS PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0970 ***********************************************************************
 CG0970  DESIGNATION -  BENSON SPRR WHITE TANK
 CG0970  PID         -  CG0970
 CG0970  STATE/COUNTY-  AZ/COCHISE
 CG0970  USGS QUAD   -  BENSON (1983)
 CG0970
 CG0970                         *CURRENT SURVEY CONTROL
 CG0970  ___________________________________________________________________
 CG0970* NAD 83(1992)-  31 57 51.89783(N)    110 16 59.36014(W)     ADJUSTED  
 CG0970* NAVD 88     -                                                        
 CG0970  ___________________________________________________________________
 CG0970  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CG0970  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0970
 CG0970  HORZ ORDER  -  THIRD
 CG0970
 CG0970.The horizontal coordinates were established by classical geodetic methods
 CG0970.and adjusted by the National Geodetic Survey in August 1993..
 CG0970
 CG0970
 CG0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0970
 CG0970.The geoid height was determined by GEOID03.
 CG0970
 CG0970;                    North         East     Units Scale Factor Converg.
 CG0970;SPC AZ E     -   106,927.565   202,349.444   MT  0.99990149   -0 03 42.0
 CG0970;SPC AZ E     -   350,812.22    663,876.13   iFT  0.99990149   -0 03 42.0
 CG0970;SPC AZ C     -   108,087.086   367,769.000   MT  1.00019395   +0 51 53.8
 CG0970;SPC AZ C     -   354,616.42  1,206,591.21   iFT  1.00019395   +0 51 53.8
 CG0970;UTM  12      - 3,536,715.824   567,736.705   MT  0.99965658   +0 22 46.2
 CG0970
 CG0970                          SUPERSEDED SURVEY CONTROL
 CG0970
 CG0970  NAD 83(1986)-  31 57 51.89173(N)    110 16 59.35775(W) AD(       ) 4
 CG0970  NAD 27      -  31 57 51.59000(N)    110 16 57.10200(W) AD(       ) 3
 CG0970
 CG0970.Superseded values are not recommended for survey control.
 CG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0970.See file dsdata.txt to determine how the superseded data were derived.
 CG0970
 CG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6773736716(NAD 83)
 CG0970_MARKER: 51 = TANK
 CG0970
 CG0970  HISTORY     - Date     Condition        Report By
 CG0970  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0970
 CG0970                          STATION DESCRIPTION
 CG0970
 CG0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0970'LOCATED ON THE S SIDE OF THE SOUTHERN PACIFIC RAILROAD TRACKS,
 CG0970'0.9 MILE SE OF THE POST OFFICE IN BENSON.  IT IS RIVETED SHEET
 CG0970'STEEL CONSTRUCTION WITH STRUCTURAL STEEL UNDER-STRUCTURE, MOUNTED
 CG0970'ON CONCRETE PIERS.  IT IS PAINTED BLACK, 37 FEET HIGH TO THE
 CG0970'BOTTOM OF THE TANK, 60 FEET HIGH TO THE TOP, AND 24 FEET IN
 CG0970'DIAMETER.  IT IS S OF STATE HIGHWAY 86 AND JUST W OF THE BRIDGE
 CG0970'ACROSS THE SAN PEDRO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1007 ***********************************************************************
 DU1007  DESIGNATION -  BENT
 DU1007  PID         -  DU1007
 DU1007  STATE/COUNTY-  AZ/MARICOPA
 DU1007  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1007
 DU1007                         *CURRENT SURVEY CONTROL
 DU1007  ___________________________________________________________________
 DU1007* NAD 83(1992)-  33 12 47.27367(N)    111 54 55.62178(W)     ADJUSTED  
 DU1007* NAVD 88     -       356.79   (+/-2cm)    1170.6    (feet)  VERTCON   
 DU1007  ___________________________________________________________________
 DU1007  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DU1007  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1007
 DU1007  HORZ ORDER  -  SECOND
 DU1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1007
 DU1007.The horizontal coordinates were established by classical geodetic methods
 DU1007.and adjusted by the National Geodetic Survey in August 1993..
 DU1007
 DU1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1007.The vertical order pertains to the NGVD 29 superseded value.
 DU1007
 DU1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1007
 DU1007.The geoid height was determined by GEOID03.
 DU1007
 DU1007;                    North         East     Units Scale Factor Converg.
 DU1007;SPC AZ C     -   245,386.825   213,473.370   MT  0.99990000   +0 00 02.4
 DU1007;SPC AZ C     -   805,074.89    700,371.95   iFT  0.99990000   +0 00 02.4
 DU1007;UTM  12      - 3,675,288.476   414,687.167   MT  0.99968973   -0 30 05.3
 DU1007
 DU1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1007!SPC AZ C     -   0.99994869  x   0.99990000  =   0.99984870
 DU1007!UTM  12      -   0.99994869  x   0.99968973  =   0.99963844
 DU1007
 DU1007|---------------------------------------------------------------------|
 DU1007| PID    Reference Object                     Distance      Geod. Az  |
 DU1007|                                                           dddmmss.s |
 DU1007| DU2148 I10 STA 1205+26.18 1168.77            9.478 METERS 14702     |
 DU1007| DU1008 BENT RM 1                            45.625 METERS 23813     |
 DU1007| DU1005 G 414                                              3270013.8 |
 DU1007| DU1006 BENT RM 2                            28.518 METERS 32702     |
 DU1007|---------------------------------------------------------------------|
 DU1007
 DU1007                          SUPERSEDED SURVEY CONTROL
 DU1007
 DU1007  NAD 83(1986)-  33 12 47.26724(N)    111 54 55.62577(W) AD(       ) 2
 DU1007  NAD 27      -  33 12 47.08130(N)    111 54 53.11960(W) AD(       ) 2
 DU1007  NGVD 29 (??/??/92)  356.282  (m)         1168.90   (f) ADJ UNCH    2 0
 DU1007
 DU1007.Superseded values are not recommended for survey control.
 DU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1007.See file dsdata.txt to determine how the superseded data were derived.
 DU1007
 DU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1468775288(NAD 83)
 DU1007_MARKER: DE = TRAVERSE STATION DISK
 DU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1007_STAMPING: BENT 1962
 DU1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1007+STABILITY: SURFACE MOTION
 DU1007
 DU1007  HISTORY     - Date     Condition        Report By
 DU1007  HISTORY     - 1962     MONUMENTED       CGS
 DU1007  HISTORY     - 1962     GOOD             CGS
 DU1007
 DU1007                          STATION DESCRIPTION
 DU1007
 DU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1007'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CHANDLER, ABOUT
 DU1007'5 MILES NORTHEAST OF MARICOPA, ABOUT 4 MILES EAST OF STATE ROUTES
 DU1007'87 AND 93 AND ABOUT 1/2 MILE NORTH OF THE MARICOPA-PINAL COUNTY
 DU1007'LINE IN THE APPROXIMATE CENTER OF PROPOSED INTERSTATE HIGHWAY.
 DU1007'
 DU1007'TO REACH THE STATION FROM THE POST OFFICE IN GUADALUPE, GO SOUTH
 DU1007'ON 56TH STREET FOR 5 MILES TO T ROAD (WILLIAM FIELD ROAD), TURN
 DU1007'LEFT, GO EAST FOR 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO
 DU1007'SOUTH FOR 1.75 MILES TO POINT WHERE IRRIGATION CANAL CROSSES ROAD,
 DU1007'CONTINUE SOUTH FOR 0.3 MILE TO SIDE ROAD LEFT, TURN LEFT, GO EAST
 DU1007'ON BLADED ROAD FOR 1.65 MILES TO WHERE CENTER OF PROPOSED
 DU1007'INTERSTATE HIGHWAY CROSSES ROAD, TURN RIGHT, GO SOUTHEAST ALONG
 DU1007'CENTER OF PROPOSED ROAD FOR 1.7 MILES TO TRAVERSE STATION
 DU1007'BONE, CONTINUE SOUTHEAST FOR 1.95 MILES TO AZIMUTH MARK,
 DU1007'CONTINUE SOUTHEAST FOR 1.2 MILES TO STATION.
 DU1007'
 DU1007'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU1007'CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT 1962.  THE
 DU1007'MARK IS 35.1 FEET NORTHEAST OF WITNESS POST AND 3.5 FEET SOUTH OF
 DU1007'WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1007'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT NO
 DU1007'1 1962.  THE MARK IS 152.6 FEET SOUTHWEST OF WITNESS POST AND 1/2
 DU1007'FOOT NORTHEAST OF A YELLOW 2 X 4 WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1007'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT NO 2
 DU1007'1962.  THE MARK IS 91.2 FEET NORTHWEST OF WITNESS POST AND 1/2
 DU1007'FOOT SOUTHEAST OF A YELLOW 2 X 4 WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 3, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DU1007'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND
 DU1007'STAMPED 1168.77 1205+26.18 1961.  THE MARK IS 5.3 FEET NORTH OF
 DU1007'WITNESS POST.
 DU1007'
 DU1007'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DU1007'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 DU1007'INCHES AND STAMPED G 414 1962.  THE MARK IS 1.9 FEET SOUTH OF
 DU1007'WITNESS POST AND ON CENTER LINE OF PROPOSED ROAD.
 DU1007
 DU1007                          STATION RECOVERY (1962)
 DU1007
 DU1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1007'14.4 MI SW FROM CHANDLER.
 DU1007'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1007'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1007'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1007'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1007'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 30 FEET NORTHEAST OF AN ARIZONA
 DU1007'HIGHWAY DEPARTMENT MARK, 35 FEET NORTHEAST OF AN A.H.D. METAL WITNESS
 DU1007'POST, 3.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU1007'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1008 ***********************************************************************
 DU1008  DESIGNATION -  BENT RM 1
 DU1008  PID         -  DU1008
 DU1008  STATE/COUNTY-  AZ/MARICOPA
 DU1008  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1008
 DU1008                         *CURRENT SURVEY CONTROL
 DU1008  ___________________________________________________________________
 DU1008* NAD 83(1986)-  33 12 47.     (N)    111 54 56.     (W)     SCALED    
 DU1008* NAVD 88     -       356.82   (+/-2cm)    1170.7    (feet)  VERTCON   
 DU1008  ___________________________________________________________________
 DU1008  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1008
 DU1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1008
 DU1008.The horizontal coordinates were scaled from a topographic map and have
 DU1008.an estimated accuracy of +/- 6 seconds.
 DU1008
 DU1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1008.The vertical order pertains to the NGVD 29 superseded value.
 DU1008
 DU1008.The geoid height was determined by GEOID03.
 DU1008
 DU1008;                    North         East    Units  Estimated Accuracy
 DU1008;SPC AZ C     -   245,380.      213,460.      MT  (+/- 180 meters Scaled)
 DU1008
 DU1008                          SUPERSEDED SURVEY CONTROL
 DU1008
 DU1008  NGVD 29 (??/??/92)  356.315  (m)         1169.01   (f) ADJ UNCH    2 0
 DU1008
 DU1008.Superseded values are not recommended for survey control.
 DU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1008.See file dsdata.txt to determine how the superseded data were derived.
 DU1008
 DU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146752(NAD 83)
 DU1008_MARKER: DR = REFERENCE MARK DISK
 DU1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1008_STAMPING: BENT NO 1 1962
 DU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1008+STABILITY: SURFACE MOTION
 DU1008
 DU1008  HISTORY     - Date     Condition        Report By
 DU1008  HISTORY     - 1962     MONUMENTED       CGS
 DU1008
 DU1008                          STATION DESCRIPTION
 DU1008
 DU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1008'14.4 MI SW FROM CHANDLER.
 DU1008'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1008'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1008'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1008'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF MEDIAN
 DU1008'STRIP OF INTERSTATE HIGHWAY 10, 149.7 FEET SOUTHWEST OF TRAVERSE
 DU1008'STATION BENT, 152.6 FEET SOUTHWEST OF A METAL WITNESS POST, 1.0 FOOT
 DU1008'EAST OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1008'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1006 ***********************************************************************
 DU1006  DESIGNATION -  BENT RM 2
 DU1006  PID         -  DU1006
 DU1006  STATE/COUNTY-  AZ/MARICOPA
 DU1006  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1006
 DU1006                         *CURRENT SURVEY CONTROL
 DU1006  ___________________________________________________________________
 DU1006* NAD 83(1986)-  33 12 47.     (N)    111 54 56.     (W)     SCALED    
 DU1006* NAVD 88     -       356.58   (+/-2cm)    1169.9    (feet)  VERTCON   
 DU1006  ___________________________________________________________________
 DU1006  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1006
 DU1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1006
 DU1006.The horizontal coordinates were scaled from a topographic map and have
 DU1006.an estimated accuracy of +/- 6 seconds.
 DU1006
 DU1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1006.The vertical order pertains to the NGVD 29 superseded value.
 DU1006
 DU1006.The geoid height was determined by GEOID03.
 DU1006
 DU1006;                    North         East    Units  Estimated Accuracy
 DU1006;SPC AZ C     -   245,380.      213,460.      MT  (+/- 180 meters Scaled)
 DU1006
 DU1006                          SUPERSEDED SURVEY CONTROL
 DU1006
 DU1006  NGVD 29 (??/??/92)  356.073  (m)         1168.22   (f) ADJ UNCH    2 0
 DU1006
 DU1006.Superseded values are not recommended for survey control.
 DU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1006.See file dsdata.txt to determine how the superseded data were derived.
 DU1006
 DU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146752(NAD 83)
 DU1006_MARKER: DR = REFERENCE MARK DISK
 DU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1006_STAMPING: BENT NO 2 1962
 DU1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1006+STABILITY: SURFACE MOTION
 DU1006
 DU1006  HISTORY     - Date     Condition        Report By
 DU1006  HISTORY     - 1962     MONUMENTED       CGS
 DU1006
 DU1006                          STATION DESCRIPTION
 DU1006
 DU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1006'14.4 MI SW FROM CHANDLER.
 DU1006'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1006'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1006'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1006'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF MEDIAN STRIP OF
 DU1006'PROPOSED INTERSTATE HIGHWAY 10, 93.6 FEET NORTHWEST OF TRAVERSE
 DU1006'STATION BENT, 91.3 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 DU1006'SOUTHEAST OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1006'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0913 ***********************************************************************
 ET0913  DESIGNATION -  BERRY
 ET0913  PID         -  ET0913
 ET0913  STATE/COUNTY-  AZ/YAVAPAI
 ET0913  USGS QUAD   -  MAYER (1974)
 ET0913
 ET0913                         *CURRENT SURVEY CONTROL
 ET0913  ___________________________________________________________________
 ET0913* NAD 83(1992)-  34 22 45.96825(N)    112 11 58.09608(W)     ADJUSTED  
 ET0913* NAVD 88     -      1331.6    (meters)    4369.     (feet)  VERTCON   
 ET0913  ___________________________________________________________________
 ET0913  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ET0913  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 ET0913
 ET0913  HORZ ORDER  -  SECOND
 ET0913
 ET0913.The horizontal coordinates were established by classical geodetic methods
 ET0913.and adjusted by the National Geodetic Survey in August 1993..
 ET0913
 ET0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0913
 ET0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0913
 ET0913.The geoid height was determined by GEOID03.
 ET0913
 ET0913;                    North         East     Units Scale Factor Converg.
 ET0913;SPC AZ C     -   374,775.092   187,352.472   MT  0.99990833   -0 09 34.9
 ET0913;SPC AZ C     - 1,229,577.07    614,673.46   iFT  0.99990833   -0 09 34.9
 ET0913;UTM  12      - 3,804,880.208   389,723.434   MT  0.99974990   -0 40 38.5
 ET0913
 ET0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0913!SPC AZ C     -   0.99979521  x   0.99990833  =   0.99970356
 ET0913!UTM  12      -   0.99979521  x   0.99974990  =   0.99954516
 ET0913
 ET0913|---------------------------------------------------------------------|
 ET0913| PID    Reference Object                     Distance      Geod. Az  |
 ET0913|                                                           dddmmss.s |
 ET0913| CH2714 BERRY RM 1                           11.010 METERS 03124     |
 ET0913| CH2715 BERRY RM 2                            6.460 METERS 11924     |
 ET0913| ET0914 MAIN                                APPROX. 2.1 KM 2952959.4 |
 ET0913|---------------------------------------------------------------------|
 ET0913
 ET0913                          SUPERSEDED SURVEY CONTROL
 ET0913
 ET0913  NAD 83(1986)-  34 22 45.96381(N)    112 11 58.09530(W) AD(       ) 2
 ET0913  NAD 27      -  34 22 45.86653(N)    112 11 55.51520(W) AD(       ) 2
 ET0913  NGVD 29 (07/19/86) 1330.8    (m)         4366.     (f) VERT ANG       
 ET0913
 ET0913.Superseded values are not recommended for survey control.
 ET0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0913.See file dsdata.txt to determine how the superseded data were derived.
 ET0913
 ET0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8972304880(NAD 83)
 ET0913_MARKER: DD = SURVEY DISK
 ET0913_SETTING: 66 = SET IN ROCK OUTCROP
 ET0913_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0913+STABILITY: POSITION/ELEVATION WELL
 ET0913
 ET0913  HISTORY     - Date     Condition        Report By
 ET0913  HISTORY     - 1980     MONUMENTED       AZDT
 ET0913
 ET0913                          STATION DESCRIPTION
 ET0913
 ET0913'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0913'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF CORDES JUNCTION AND 2.5
 ET0913'MILES SOUTHEAST OF MAYER.  IT IS ON TOP OF A LOW HILL EAST OF BIG BUG
 ET0913'CREEK.
 ET0913'
 ET0913'THE STATION MARK IS AN ADOT DISK STAMPED BERRY 1980.  IT IS SET IN A
 ET0913'DRILL HOLE IN AN OUTCROP.  8 FEET NORTH OF THE WITNESS POST.
 ET0913'
 ET0913'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BERRY RM 1 1980.  IT IS SET
 ET0913'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0913'
 ET0913'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BERRY RM 2 1980.  IT IS SET
 ET0913'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0913'
 ET0913'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0913'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0913'TRAVEL SOUTHEAST ALONG 69 FOR 2.35 MILES TO END OF TRUCK TRAVEL JUST
 ET0913'AFTER CROSSING BRIDGE OVER BIG BUG CREEK.  PACK SOUTH UP THE SMALL
 ET0913'DRAIN ALONG THE EAST SIDE OF THE FENCE TO THE TOP OF THE RIDGE.  THE
 ET0913'STATION IS JUST WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0957 ***********************************************************************
 FR0957  DESIGNATION -  BERRY
 FR0957  PID         -  FR0957
 FR0957  STATE/COUNTY-  AZ/MOHAVE
 FR0957  USGS QUAD   -  HACKBERRY (1977)
 FR0957
 FR0957                         *CURRENT SURVEY CONTROL
 FR0957  ___________________________________________________________________
 FR0957* NAD 83(1992)-  35 17 24.74314(N)    113 39 31.50301(W)     ADJUSTED  
 FR0957* NAVD 88     -      1208.1    (meters)    3964.     (feet)  VERTCON   
 FR0957  ___________________________________________________________________
 FR0957  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 FR0957  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0957
 FR0957  HORZ ORDER  -  FIRST
 FR0957
 FR0957.The horizontal coordinates were established by classical geodetic methods
 FR0957.and adjusted by the National Geodetic Survey in August 1993..
 FR0957
 FR0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0957
 FR0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0957
 FR0957.The geoid height was determined by GEOID03.
 FR0957
 FR0957;                    North         East     Units Scale Factor Converg.
 FR0957;SPC AZ W     -   475,787.115   221,659.900   MT  0.99993418   +0 03 09.8
 FR0957;SPC AZ W     - 1,560,981.35    727,230.64   iFT  0.99993418   +0 03 09.8
 FR0957;UTM  12      - 3,908,468.928   258,215.196   MT  1.00032051   -1 32 12.3
 FR0957
 FR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0957!SPC AZ W     -   0.99981470  x   0.99993418  =   0.99974889
 FR0957!UTM  12      -   0.99981470  x   1.00032051  =   1.00013515
 FR0957
 FR0957|---------------------------------------------------------------------|
 FR0957| PID    Reference Object                     Distance      Geod. Az  |
 FR0957|                                                           dddmmss.s |
 FR0957| FR0956 T22N R13W SECS 15 16 1/4 COR         44.548 METERS 07815     |
 FR0957| FR0959 LOS ANGELES ALBUQ AWY BCN 30        APPROX.13.0 KM 1234115.8 |
 FR0957| CH2709 BERRY RM 1                           15.130 METERS 15843     |
 FR0957| CH2710 BERRY RM 2                           15.192 METERS 27317     |
 FR0957| CH2708 BERRY AZ MK                                        3341441.6 |
 FR0957|---------------------------------------------------------------------|
 FR0957
 FR0957                          SUPERSEDED SURVEY CONTROL
 FR0957
 FR0957  NAD 83(1986)-  35 17 24.73950(N)    113 39 31.50404(W) AD(       ) 1
 FR0957  NAD 27      -  35 17 24.75100(N)    113 39 28.72200(W) AD(       ) 1
 FR0957  NGVD 29 (07/19/86) 1207.2    (m)         3961.     (f) VERT ANG       
 FR0957
 FR0957.Superseded values are not recommended for survey control.
 FR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0957.See file dsdata.txt to determine how the superseded data were derived.
 FR0957
 FR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5821508469(NAD 83)
 FR0957_MARKER: DS = TRIANGULATION STATION DISK
 FR0957_SETTING: 0 = UNSPECIFIED SETTING
 FR0957
 FR0957  HISTORY     - Date     Condition        Report By
 FR0957  HISTORY     - 1944     MONUMENTED       CGS
 FR0957  HISTORY     - 1955     GOOD             CGS
 FR0957  HISTORY     - 1961     GOOD             CGS
 FR0957  HISTORY     - 1968     GOOD             AZHD
 FR0957
 FR0957                          STATION DESCRIPTION
 FR0957
 FR0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0957'STATION IS LOCATED ON THE E SLOPE NEAR THE TOP OF A SMALL RIDGE
 FR0957'160 FEET W OF THE HACKBERRY-WIKIEUP ROAD.  IT IS ABOUT 7 MILES
 FR0957'(AIR LINE) SE OF HACKBERRY AND ABOUT 21 MILES (AIR LINE) SW OF
 FR0957'PEACH SPRINGS.
 FR0957'
 FR0957'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 FR0957'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED BERRY
 FR0957'1944.  IT IS LOCATED 160 FEET W OF THE ROAD AND 8.9 FEET NNW
 FR0957'OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
 FR0957'
 FR0957'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 FR0957'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND
 FR0957'IS STAMPED BERRY NO 1 1944. IT IS ABOUT 1 FOOT LOWER IN
 FR0957'ELEVATION THAN THE STATION MARK.
 FR0957'
 FR0957'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 FR0957'POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED
 FR0957'BERRY NO 2 1944.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 FR0957'THE STATION MARK.
 FR0957'
 FR0957'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 FR0957'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED
 FR0957'BERRY 1944.  IT IS ABOUT 150 FEET W OF THE ROAD AND 2.1 FEET
 FR0957'SSE OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
 FR0957'
 FR0957'TO REACH STATION FROM PEACH SPRINGS, GO W FROM THE POST OFFICE
 FR0957'ON U.S. HIGHWAY 66 FOR 20.4 MILES TO A DIRT ROAD FORK TO
 FR0957'THE LEFT, 2.6 MILES AFTER PASSING THE TRUXTON CANON INDIAN
 FR0957'SCHOOL.  TURN LEFT OFF THE HIGHWAY AND GO 0.1 MILE TO A
 FR0957'RAILROAD CROSSING. CROSS THE TRACKS AND GO 0.4 MILE TO A FORKS.
 FR0957'TAKE THE LEFT FORK ONTO A GOOD GRAVEL CROSS ROAD AND GO 4.3
 FR0957'MILES ON THE MAIN-TRAVELED ROAD TO THE AZIMUTH MARK ON A SHARP
 FR0957'RIDGE ON THE RIGHT.  CONTINUE 0.9 MILE TO THE STATION ON THE
 FR0957'RIGHT.
 FR0957
 FR0957                          STATION RECOVERY (1955)
 FR0957
 FR0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0957'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FR0957'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. THE DESCRIPTION
 FR0957'IS ADEQUATE.
 FR0957
 FR0957                          STATION RECOVERY (1961)
 FR0957
 FR0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0957'STATION AND ALL MARKS INCLUDING 1/4 SECTION MARK RECOVERED AS
 FR0957'DESCRIBED IN GOOD CONDITION.
 FR0957'
 FR0957'STEEL TANK, 1 MILE N IS GONE.  AIRWAY BEACON S. E. COULD NOT
 FR0957'BE SEEN AND HAS PROBABLY BEEN DISMANTLED.
 FR0957
 FR0957                          STATION RECOVERY (1968)
 FR0957
 FR0957'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0957'TO REACH THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FR0957'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0316 ***********************************************************************
 GQ0316  DESIGNATION -  BERRY
 GQ0316  PID         -  GQ0316
 GQ0316  STATE/COUNTY-  AZ/MOHAVE
 GQ0316  USGS QUAD   -  HITSON TANK (1988)
 GQ0316
 GQ0316                         *CURRENT SURVEY CONTROL
 GQ0316  ___________________________________________________________________
 GQ0316* NAD 83(1992)-  36 28 41.54751(N)    112 47 10.19655(W)     ADJUSTED  
 GQ0316* NAVD 88     -      1724.8    (meters)    5659.     (feet)  VERTCON   
 GQ0316  ___________________________________________________________________
 GQ0316  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GQ0316  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 GQ0316
 GQ0316  HORZ ORDER  -  THIRD
 GQ0316
 GQ0316.The horizontal coordinates were established by classical geodetic methods
 GQ0316.and adjusted by the National Geodetic Survey in August 1993..
 GQ0316
 GQ0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0316
 GQ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0316
 GQ0316.The geoid height was determined by GEOID03.
 GQ0316
 GQ0316;                    North         East     Units Scale Factor Converg.
 GQ0316;SPC AZ W     -   608,023.324   299,730.613   MT  1.00002521   +0 34 23.0
 GQ0316;SPC AZ W     - 1,994,827.18    983,368.15   iFT  1.00002521   +0 34 23.0
 GQ0316;UTM  12      - 4,038,473.892   339,986.979   MT  0.99991546   -1 03 43.7
 GQ0316
 GQ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0316!SPC AZ W     -   0.99973300  x   1.00002521  =   0.99975820
 GQ0316!UTM  12      -   0.99973300  x   0.99991546  =   0.99964848
 GQ0316
 GQ0316|---------------------------------------------------------------------|
 GQ0316| PID    Reference Object                     Distance      Geod. Az  |
 GQ0316|                                                           dddmmss.s |
 GQ0316| CH2712 BERRY RM 1                            8.130 METERS 04351     |
 GQ0316| CH2713 BERRY RM 2                            8.907 METERS 10925     |
 GQ0316| CH2711 BERRY AZ MK                                        1472638.7 |
 GQ0316|---------------------------------------------------------------------|
 GQ0316
 GQ0316                          SUPERSEDED SURVEY CONTROL
 GQ0316
 GQ0316  NAD 83(1986)-  36 28 41.54222(N)    112 47 10.19296(W) AD(       ) 3
 GQ0316  NAD 27      -  36 28 41.59400(N)    112 47 07.48500(W) AD(       ) 3
 GQ0316  NGVD 29 (05/08/89) 1723.9    (m)         5656.     (f) VERT ANG       
 GQ0316
 GQ0316.Superseded values are not recommended for survey control.
 GQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0316.See file dsdata.txt to determine how the superseded data were derived.
 GQ0316
 GQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3998738474(NAD 83)
 GQ0316_MARKER: DS = TRIANGULATION STATION DISK
 GQ0316_SETTING: 80 = SET IN A BOULDER
 GQ0316_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0316
 GQ0316  HISTORY     - Date     Condition        Report By
 GQ0316  HISTORY     - 1953     MONUMENTED       CGS
 GQ0316  HISTORY     - 1956     GOOD             USGS
 GQ0316
 GQ0316                          STATION DESCRIPTION
 GQ0316
 GQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0316'STATION IS ABOUT 9 MILES WEST OF KANAB CANYON, 12 MILES SOUTHWEST
 GQ0316'OF JUMPUP RANGER STATION AND ABOUT 20 MILES EAST-NORTHEST OF MT.
 GQ0316'TRUMBULL MOUNTAIN.  ON THE SUMMIT OF A LOW, ROUND-TOPPED
 GQ0316'HILL SPARSELY COVERED WITH SMALL JUNIPER AND SAGE.  THE HILL
 GQ0316'IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 GQ0316'
 GQ0316'STATION MARK, STAMPED BERRY 1953, IS A STANDARD DISK CEMENTED
 GQ0316'IN A DRILL HOLE IN A BOULDER ABOUT 10 INCHES SQUARE, FLUSH
 GQ0316'WITH THE GROUND AND 15-1/2 FEET WEST-NORTHWEST OF A TRIMMED
 GQ0316'AND BLAZED JUNIPER TREE.
 GQ0316'
 GQ0316'REFERENCE MARK NO. 1, STAMPED BERRY NO 1 1953, IS A STANDARD
 GQ0316'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR-SHAPED BOULDER
 GQ0316'ABOUT 12 BY 24 INCHES.  FLUSH WITH THE GROUND AND 1/2 FOOT
 GQ0316'LOWER THAN STATION.
 GQ0316'
 GQ0316'REFERENCE MARK NO. 2, STAMPED BERRY NO 2 1953, IS A STANDARD
 GQ0316'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 8 INCHES
 GQ0316'SQUARE, FLUSH WITH THE GROUND, 1/2 FOOT LOWER THAN STATION
 GQ0316'AND 16 FEET EAST OF THE BLAZED JUNIPER TREE.
 GQ0316'
 GQ0316'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GQ0316'IN BEDROCK FLUSH WITH THE GROUND.  31-1/2 FEET SOUTHWEST
 GQ0316'OF A WITNESS POST AND 33-1/2 FEET SOUTH OF THE CENTER OF
 GQ0316'TRACK ROAD LEADING TO STATION.  STAMPED BERRY 1953.
 GQ0316'
 GQ0316'TO REACH FROM THE JUNCTION OF PIPE SPRINGS ROAD AND U.S. 89,
 GQ0316'ONE BLOCK NORTH OF THE ARIZONA CHECKING STATION IN FREDONIA,
 GQ0316'GO WEST ON THE PIPE SPRINGS ROAD FOR 8.4 MILES TO Y-FORKS
 GQ0316'AND SIGN GRAND CANYON NATIONAL MONUMENT.  TURN LEFT, SOUTH,
 GQ0316'AS PER SIGN AND GO 25.7 MILES TO GATE.  PASS THROUGH AND
 GQ0316'CONTINUE SOUTH FOR 1.6 MILES TO A GATE.  PASS THROUGH AND
 GQ0316'TAKE LEFT FORK, SOUTHEAST, FOR 3.3 MILES TO A STONE SHACK
 GQ0316'ON THE RIGHT AT A FORK.  TAKE RIGHT FORK FOR 0.25 MILE TO THE
 GQ0316'SOUTHWEST CORNER OF RESERVOIRS AND A DIM FORK.  TURN LEFT,
 GQ0316'EASTERLY, ALONG FENCE LINE ON SOUTH SIDE OF THE RESERVOIRS
 GQ0316'AND CONTINUE ON THE MAIN ROAD UP VALLEY FOR 2.6 MILES TO A
 GQ0316'FORK.  TAKE RIGHT FORK, SOUTH-SOUTHEAST, FOR 0.2 MILE TO A
 GQ0316'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.6 MILES TO A
 GQ0316'RESERVOIR AT A POLE CORRAL, KNOWN AS FINLEYS LOWER TANK.  TURN
 GQ0316'LEFT AT CORRAL, ON NORTH SIDE OF FENCE, THEN TURN RIGHT,
 GQ0316'SOUTH, PASSING CORRAL, FOR DISTANCE OF 0.7 MILE TO A
 GQ0316'FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO A FORK AND CROSSROAD.
 GQ0316'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO TWO WIRE GATES.
 GQ0316'PASS THROUGH AND GO 0.35 MILE TO A SMALL BARN ON LEFT SIDE
 GQ0316'OF ROAD.  CONTINUE UP VALLEY FOR 0.35 MILE TO A FORK.
 GQ0316'TAKE LEFT FORK, NORTH-NORTHEAST, FOR 1.2 MILES TO THREE FORKS.
 GQ0316'TAKE THE LEFT ONE OF THREE FORKS AND GO UP OVER THE HILL FOR
 GQ0316'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 GQ0316'TRACK ROAD FOR 0.35 MILE TO A DIM TRACK ROAD RIGHT.  TURN
 GQ0316'RIGHT FOR 0.1 MILE TO STATION AT TRIMMED AND BLAZED
 GQ0316'JUNIPER TREE.
 GQ0316
 GQ0316                          STATION RECOVERY (1956)
 GQ0316
 GQ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1413 ***********************************************************************
 DU1413  DESIGNATION -  BERT
 DU1413  PID         -  DU1413
 DU1413  STATE/COUNTY-  AZ/MARICOPA
 DU1413  USGS QUAD   -  TEMPE (1982)
 DU1413
 DU1413                         *CURRENT SURVEY CONTROL
 DU1413  ___________________________________________________________________
 DU1413* NAD 83(1992)-  33 27 33.44654(N)    111 59 13.39598(W)     ADJUSTED  
 DU1413* NAVD 88     -       355.98   (+/-2cm)    1167.9    (feet)  VERTCON   
 DU1413  ___________________________________________________________________
 DU1413  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU1413  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1413
 DU1413  HORZ ORDER  -  SECOND
 DU1413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1413
 DU1413.The horizontal coordinates were established by classical geodetic methods
 DU1413.and adjusted by the National Geodetic Survey in August 1993..
 DU1413
 DU1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1413.The vertical order pertains to the NGVD 29 superseded value.
 DU1413
 DU1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1413
 DU1413.The geoid height was determined by GEOID03.
 DU1413
 DU1413;                    North         East     Units Scale Factor Converg.
 DU1413;SPC AZ C     -   272,687.932   206,816.983   MT  0.99990053   -0 02 19.7
 DU1413;SPC AZ C     -   894,645.45    678,533.41   iFT  0.99990053   -0 02 19.7
 DU1413;UTM  12      - 3,702,641.485   408,272.393   MT  0.99970373   -0 32 39.3
 DU1413
 DU1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1413!SPC AZ C     -   0.99994879  x   0.99990053  =   0.99984932
 DU1413!UTM  12      -   0.99994879  x   0.99970373  =   0.99965253
 DU1413
 DU1413|---------------------------------------------------------------------|
 DU1413| PID    Reference Object                     Distance      Geod. Az  |
 DU1413|                                                           dddmmss.s |
 DU1413| DU1597 BERT RM 1                            16.368 METERS 00012     |
 DU1413| DU0860 BERT 3 RM 5                          20.757 METERS 02800     |
 DU1413| DU0859 BERT 3                                8.793 METERS 09048     |
 DU1413| DU0864 NOLE                                392.285 METERS 09048     |
 DU1413| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.1 KM 1543633.0 |
 DU1413| DU1598 BERT RM 2                            17.416 METERS 27057     |
 DU1413| DU0858 BERT AZ MK                                         3590133.2 |
 DU1413| CH6152 T2N R4E SEC 31 1/4 COR                             3594350.8 |
 DU1413|---------------------------------------------------------------------|
 DU1413
 DU1413                          SUPERSEDED SURVEY CONTROL
 DU1413
 DU1413  NAD 83(1986)-  33 27 33.44093(N)    111 59 13.40122(W) AD(       ) 2
 DU1413  NAD 27      -  33 27 33.28240(N)    111 59 10.87430(W) AD(       ) 2
 DU1413  NGVD 29 (??/??/92)  355.33   (m)         1165.8    (f) COMPUTED    2 0
 DU1413
 DU1413.Superseded values are not recommended for survey control.
 DU1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1413.See file dsdata.txt to determine how the superseded data were derived.
 DU1413
 DU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0827202641(NAD 83)
 DU1413_MARKER: DD = SURVEY DISK
 DU1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1413_STAMPING: P M BERT 1973
 DU1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1413+STABILITY: SURFACE MOTION
 DU1413
 DU1413  HISTORY     - Date     Condition        Report By
 DU1413  HISTORY     - 1963     MONUMENTED       CGS
 DU1413  HISTORY     - 1967     GOOD             AZHD
 DU1413  HISTORY     - 1975     GOOD             AZDT
 DU1413
 DU1413                          STATION DESCRIPTION
 DU1413
 DU1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU1413'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF PHOENIX
 DU1413'AND ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL ROAD ON THE EAST
 DU1413'RIGHT-OF-WAY OF NORTH 44TH STREET.
 DU1413'
 DU1413'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU1413'ROAD AND NORTH 44TH STREET (AZIMUTH MARK IN THE SOUTHWEST
 DU1413'CORNER OF INTERSECTION AS DESCRIBED), GO SOUTH ON NORTH 44TH
 DU1413'STREET FOR 0.45 MILE TO THE STATION ON LEFT.
 DU1413'
 DU1413'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU1413'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BERT 1963.
 DU1413'THE MARK IS 22 FEET EAST OF CENTER OF NORTH 44TH STREET, 12 FEET
 DU1413'SOUTHWEST OF CENTER OF MANHOLE COVER, 4.3 FEET NORTH OF A
 DU1413'POWER POLE AND 3.3 FEET SOUTH OF WITNESS POST.
 DU1413'
 DU1413'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1413'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BERT NO 1
 DU1413'1963.  THE MARK IS 58 FEET NORTH OF A POWER POLE, 50.4 FEET
 DU1413'NORTH OF WITNESS POST, 47 FEET NORTH-NORTHWEST OF CENTER OF
 DU1413'MANHOLE COVER AND 20 FEET EAST OF CENTER OF NORTH 44TH STREET.
 DU1413'
 DU1413'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DU1413'THE WEST WINGWALL OF THE SOUTH END OF CULVERT.  THE MARK IS
 DU1413'68 FEET WEST OF WITNESS POST, 16 FEET EAST OF FENCE AND 8 FEET
 DU1413'SOUTH OF CENTER OF DRIVEWAY.
 DU1413'
 DU1413'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A ROUND
 DU1413'CONCRETE POST WHICH IS FLUSH AND STAMPED BERT 1963.  THE
 DU1413'MARK IS 46 FEET SOUTH OF THE CENTER OF EAST MC DOWELL ROAD,
 DU1413'28 FEET WEST OF CENTER OF NORTH 44TH STREET, 7 FEET EAST OF
 DU1413'EAST EDGE OF CANAL AND 2.4 FEET SOUTHEAST OF WITNESS POST.
 DU1413'
 DU1413'1/4 CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU1413'CENTER OF THE INTERSECTION OF EAST MC DOWELL ROAD AND 44TH
 DU1413'STREET.  STATION IS A 3 INCH BRONZE DISK SET IN CONCRETE
 DU1413'WITH PUNCH HOLE IN CENTER ABOUT 8 INCHES BELOW THE SURFACE OF
 DU1413'THE STREET AND IS UNDER A ROUND METAL HANDHOLE COVER.
 DU1413
 DU1413                          STATION RECOVERY (1967)
 DU1413
 DU1413'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU1413'STATION BERT 1963, REFERENCE MARKS 1 AND 2, ALONG WITH STATION
 DU1413'BERT 2 1966 AND ITS TWO REFERENCE MARKS WERE FOUND IN GOOD
 DU1413'CONDITION.  NEW CONSTRUCTION ON NORTH 44TH STREET IS NOW
 DU1413'IN PROGRESS AND ALL OF THESE MARKS WILL BE DESTROYED SHORTLY.
 DU1413'
 DU1413'THE AZIMUTH MARK WAS ALSO VISITED AND FOUND IN GOOD CONDITION,
 DU1413'BUT IS IN CONSTRUCTION ZONE.  THE MARK WAS NOT MOVED AT THIS
 DU1413'TIME.  IT IS NOT VISIBLE FROM THE NEW STATION BERT 3 1967.
 DU1413'
 DU1413'BERT 3 1967 WAS SET ON LINE BETWEEN STATIONS BERT 1963 AND
 DU1413'NOLE 1963.  REFERENCE MARKS 5 AND 6 WERE ALSO SET AT THIS TIME.
 DU1413'
 DU1413'NOTE--ACCORDING TO RECORDS IN THE ROCKVILLE OFFICE NO COMPUTATIONS
 DU1413'OR DESCRIPTION HAVE BEEN RECEIVED FOR STATION BERT 2 1966.
 DU1413
 DU1413                          STATION RECOVERY (1975)
 DU1413
 DU1413'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1413'5.3 MI SE FROM BUCKHORN.
 DU1413'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU1413'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU1413'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES, THENCE PACK
 DU1413'NORTH FOR 215 FT. AND TO THE STATION.  25 FT. EAST OF A TRACK ROAD,
 DU1413'84TH ST.  3 FT. NORTHEAST OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1413'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, SET
 DU1413'IN AN 8 IN. SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0279 ***********************************************************************
 FP0279  DESIGNATION -  BERT
 FP0279  PID         -  FP0279
 FP0279  STATE/COUNTY-  AZ/APACHE
 FP0279  USGS QUAD   -  PINTA (1972)
 FP0279
 FP0279                         *CURRENT SURVEY CONTROL
 FP0279  ___________________________________________________________________
 FP0279* NAD 83(1992)-  35 04 52.94020(N)    109 43 09.62664(W)     ADJUSTED  
 FP0279* NAVD 88     -      1709.991  (meters)    5610.20   (feet)  ADJUSTED  
 FP0279  ___________________________________________________________________
 FP0279  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0279  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0279  DYNAMIC HT  -        1707.614 (meters)    5602.40  (feet)  COMP
 FP0279  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 FP0279
 FP0279  HORZ ORDER  -  SECOND
 FP0279  VERT ORDER  -  FIRST     CLASS II
 FP0279
 FP0279.The horizontal coordinates were established by classical geodetic methods
 FP0279.and adjusted by the National Geodetic Survey in August 1993..
 FP0279
 FP0279.The orthometric height was determined by differential leveling
 FP0279.and adjusted by the National Geodetic Survey in June 1991..
 FP0279.WARNING-Repeat measurements at this control monument indicate possible
 FP0279.vertical movement.
 FP0279
 FP0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0279
 FP0279.The geoid height was determined by GEOID03.
 FP0279
 FP0279.The dynamic height is computed by dividing the NAVD 88
 FP0279.geopotential number by the normal gravity value computed on the
 FP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0279.degrees latitude (g = 980.6199 gals.).
 FP0279
 FP0279.The modeled gravity was interpolated from observed gravity values.
 FP0279
 FP0279;                    North         East     Units Scale Factor Converg.
 FP0279;SPC AZ E     -   452,692.381   254,151.161   MT  0.99992050   +0 15 25.6
 FP0279;SPC AZ E     - 1,485,211.22    833,829.27   iFT  0.99992050   +0 15 25.6
 FP0279;UTM  12      - 3,882,816.983   616,749.797   MT  0.99976799   +0 44 10.1
 FP0279
 FP0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0279!SPC AZ E     -   0.99973536  x   0.99992050  =   0.99965589
 FP0279!UTM  12      -   0.99973536  x   0.99976799  =   0.99950342
 FP0279
 FP0279|---------------------------------------------------------------------|
 FP0279| PID    Reference Object                     Distance      Geod. Az  |
 FP0279|                                                           dddmmss.s |
 FP0279| FP0280 BERT RM 1                             8.730 METERS 06223     |
 FP0279| FP0284 AA 1                                APPROX. 4.6 KM 0703220.6 |
 FP0279| FP0278 BERT RM 2                             8.303 METERS 15411     |
 FP0279|---------------------------------------------------------------------|
 FP0279
 FP0279                          SUPERSEDED SURVEY CONTROL
 FP0279
 FP0279  NAD 83(1986)-  35 04 52.93417(N)    109 43 09.62822(W) AD(       ) 2
 FP0279  NAD 27      -  35 04 52.84850(N)    109 43 07.21320(W) AD(       ) 2
 FP0279  NGVD 29 (??/??/92) 1709.028  (m)         5607.04   (f) ADJ UNCH    1 2
 FP0279
 FP0279.Superseded values are not recommended for survey control.
 FP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0279.See file dsdata.txt to determine how the superseded data were derived.
 FP0279
 FP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1675082817(NAD 83)
 FP0279_MARKER: DE = TRAVERSE STATION DISK
 FP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0279_MARK LOGO: CGS   
 FP0279_PROJECTION: FLUSH
 FP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0279+STABILITY: SURFACE MOTION
 FP0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0279+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0279
 FP0279  HISTORY     - Date     Condition        Report By
 FP0279  HISTORY     - 1959     MONUMENTED       CGS
 FP0279  HISTORY     - 1959     GOOD             NGS
 FP0279  HISTORY     - 1972     GOOD             USGS
 FP0279  HISTORY     - 1983     GOOD             NGS
 FP0279  HISTORY     - 20040803 GOOD             EVANS
 FP0279
 FP0279                          STATION DESCRIPTION
 FP0279
 FP0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0279'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66,
 FP0279'ABOUT 7 MILES EAST OF THE NAVAJO-APACHE COUNTY LINE.
 FP0279'
 FP0279'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, FOLLOW
 FP0279'U.S. HIGHWAY 66 TOWARD GALLUP FOR 25.0 MILES TO THE PETRIFIED
 FP0279'FOREST-PAINTED DESERT ROAD JUNCTION, CONTINUE EASTWARD ON HIGHWAY
 FP0279'66 FOR 5.4 MILES TO THE TOP OF A SMALL RISE AND THE STATION ON THE
 FP0279'LEFT.
 FP0279'
 FP0279'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BERT 1959,
 FP0279'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 FP0279'59 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 5.5 FEET SOUTH OF THE
 FP0279'RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A WITNESS POST.
 FP0279'
 FP0279'R.M. 1 IS A STANDARD DISK STAMPED BERT NO 1 1959, SET IN A SQUARE
 FP0279'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 30 FEET EAST
 FP0279'OF THE WITNESS POST AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FP0279'
 FP0279'R.M. 2 IS A STANDARD DISK STAMPED BERT NO 2 1959, SET IN A SQUARE
 FP0279'CONCRETE MONUMENT THAT PROJECTS 2 INCHES, IS 31 FEET NORTH OF THE
 FP0279'HIGHWAY CUT AND 27 FEET SOUTH OF THE WITNESS POST.
 FP0279'
 FP0279'TRIANGULATION STATION AA1 CAN BE USED AS AN AZIMUTH MARK.  SEE
 FP0279'DESCRIPTION THEREOF.
 FP0279
 FP0279                          STATION RECOVERY (1959)
 FP0279
 FP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0279'30.4 MI E FROM HOLBROOK.
 FP0279'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0279'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION,
 FP0279'CONTINUE EAST ON U.S. HGIHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0279'LEFT, NORTH RIGHT-OF-WAY, 59 FEET NORTH OF THE EDGE OF THE HIGHWAY
 FP0279'CUT, 5.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF THE
 FP0279'WITNESS POST.  A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FP0279
 FP0279                          STATION RECOVERY (1972)
 FP0279
 FP0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0279'FROM THE PETRIFIED FOREST N.P. INTERCHANGE CONTINUE E. ALONG
 FP0279'I-40 HIGHWAY 4.0 MI BM IS 60 FT. N. OF THE CENTER LINE OF W.
 FP0279'BOUND TRAFFIC AND 5.5 FT S. OF R/W FENCE, AT TOP OF HIGHWAY CUT.
 FP0279'A STANDARD TABLET STAMPED BERT 1959 SET IN TOP OF CONCRETE POST
 FP0279'PROJECTING 3 INCHES.
 FP0279
 FP0279                          STATION RECOVERY (1983)
 FP0279
 FP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0279'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.0 KM (18.0
 FP0279'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0279'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0279'NORTHEAST OF MILEPOST 315, 29.5 METERS (96.8 FT) NORTHWEST OF THE
 FP0279'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 8.7 METERS
 FP0279'(28.5 FT) SOUTHWEST OF REFERENCE MARK 1 AND 1.7 METERS (5.6 FT)
 FP0279'SOUTHEAST OF A FENCE.
 FP0279'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0279'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 FP0279
 FP0279                          STATION RECOVERY (2004)
 FP0279
 FP0279'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1603 ***********************************************************************
 DU1603  DESIGNATION -  BERT 2
 DU1603  PID         -  DU1603
 DU1603  STATE/COUNTY-  AZ/MARICOPA
 DU1603  USGS QUAD   -  BUCKHORN (1982)
 DU1603
 DU1603                         *CURRENT SURVEY CONTROL
 DU1603  ___________________________________________________________________
 DU1603* NAD 83(1992)-  33 23 11.50111(N)    111 39 00.24118(W)     ADJUSTED  
 DU1603* NAVD 88     -       437.445  (meters)    1435.18   (feet)  ADJUSTED  
 DU1603  ___________________________________________________________________
 DU1603  X           -  -1,966,930.200 (meters)                     COMP
 DU1603  Y           -  -4,955,243.343 (meters)                     COMP
 DU1603  Z           -   3,490,057.020 (meters)                     COMP
 DU1603  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DU1603  ELLIP HEIGHT-         407.83  (meters)          (06/11/02) GPS OBS
 DU1603  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1603  DYNAMIC HT  -         436.920 (meters)    1433.46  (feet)  COMP
 DU1603  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU1603
 DU1603  HORZ ORDER  -  SECOND
 DU1603  VERT ORDER  -  FIRST     CLASS I
 DU1603  ELLP ORDER  -  FOURTH    CLASS II
 DU1603
 DU1603.The horizontal coordinates were established by classical geodetic methods
 DU1603.and adjusted by the National Geodetic Survey in August 1993..
 DU1603
 DU1603.The orthometric height was determined by differential leveling
 DU1603.and adjusted by the National Geodetic Survey in November 1993..
 DU1603
 DU1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1603
 DU1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1603
 DU1603.The ellipsoidal height was determined by GPS observations
 DU1603.and is referenced to NAD 83.
 DU1603
 DU1603.The geoid height was determined by GEOID03.
 DU1603
 DU1603.The dynamic height is computed by dividing the NAVD 88
 DU1603.geopotential number by the normal gravity value computed on the
 DU1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1603.degrees latitude (g = 980.6199 gals.).
 DU1603
 DU1603.The modeled gravity was interpolated from observed gravity values.
 DU1603
 DU1603;                    North         East     Units Scale Factor Converg.
 DU1603;SPC AZ C     -   264,648.029   238,162.948   MT  0.99990758   +0 08 48.1
 DU1603;SPC AZ C     -   868,267.81    781,374.50   iFT  0.99990758   +0 08 48.1
 DU1603;UTM  12      - 3,694,327.562   439,539.105   MT  0.99964507   -0 21 27.8
 DU1603
 DU1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1603!SPC AZ C     -   0.99993598  x   0.99990758  =   0.99984356
 DU1603!UTM  12      -   0.99993598  x   0.99964507  =   0.99958107
 DU1603
 DU1603|---------------------------------------------------------------------|
 DU1603| PID    Reference Object                     Distance      Geod. Az  |
 DU1603|                                                           dddmmss.s |
 DU1603| DU1604 BERT 2 RM 1                          12.763 METERS 09012     |
 DU1603| DU1587 BERT 2 RM 2                           6.393 METERS 27006     |
 DU1603| DU2109 DOUBLE 2                            APPROX. 3.3 KM 3541845.4 |
 DU1603|---------------------------------------------------------------------|
 DU1603
 DU1603                          SUPERSEDED SURVEY CONTROL
 DU1603
 DU1603  ELLIP H (08/23/93)  407.89   (m)                       GP(       ) 4 2
 DU1603  NAD 83(1986)-  33 23 11.49593(N)    111 39 00.24497(W) AD(       ) 2
 DU1603  NAD 27      -  33 23 11.32286(N)    111 38 57.76027(W) AD(       ) 2
 DU1603  NGVD 29 (09/11/89)  436.34   (m)         1431.6    (f) LEVELING    3  
 DU1603
 DU1603.Superseded values are not recommended for survey control.
 DU1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1603.See file dsdata.txt to determine how the superseded data were derived.
 DU1603
 DU1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3953994328(NAD 83)
 DU1603_MARKER: DE = TRAVERSE STATION DISK
 DU1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1603_SP_SET: CONCRETE POST
 DU1603_STAMPING: BERT 2 P AND M
 DU1603_MARK LOGO: NONE  
 DU1603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1603+STABILITY: SURFACE MOTION
 DU1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1603+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1603
 DU1603  HISTORY     - Date     Condition        Report By
 DU1603  HISTORY     - 1974     MONUMENTED       AZDT
 DU1603  HISTORY     - 1984     GOOD             AZDT
 DU1603  HISTORY     - 1986     GOOD             AZDT
 DU1603
 DU1603                          STATION DESCRIPTION
 DU1603
 DU1603'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1603'THE STATION IS LOCATED ABOUT 11 MILES EAST SOUTHEAST OF MESA
 DU1603'AND 6 MILES WEST SOUTHWEST OF APACHE JCT.  THE STATION IS ON
 DU1603'THE NORTH SIDE OF A LARGE DRAINAGE DITCH AND ON THE EAST SIDE
 DU1603'OF HAWES RD.
 DU1603'
 DU1603'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT 2
 DU1603'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT SET
 DU1603'FLUSH WITH THE GROUND.  THE STATION IS 150 FEET NORTH OF A
 DU1603'LARGE DRAINAGE DITCH AND ON EAST SIDE OF HAWES RD. MARKED WITH
 DU1603'A WITNESS POST.  STATION IS ON APPROXIMATELY CENTERLINE OF
 DU1603'PROPOSED SUPERSTITION FRWY.
 DU1603'
 DU1603'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT
 DU1603'2 RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1603'PROJECTING 0.3 FEET.
 DU1603'
 DU1603'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT
 DU1603'2 RM 2 1974 AND IS SET IN A 8 INCH SQUARE CONCRETE MONUMENT
 DU1603'FLUSH WITH THE GROUND, 4 FEET NORTHWEST OF A WITNESS POST.
 DU1603'
 DU1603'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1603'STATE ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5
 DU1603'MILES TO BASELINE RD., TURN LEFT (EAST) ON BASELINE RD. FOR 11
 DU1603'MILES TO HAWES RD. (ALSO 84TH ST.) AND GO NORTH ON HAWES
 DU1603'RD. FOR 0.5 MILES CROSSING OVER LARGE DITCH TO STATION ON EAST
 DU1603'SIDE OF ROAD.
 DU1603'
 DU1603'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1603
 DU1603                          STATION RECOVERY (1984)
 DU1603
 DU1603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1603'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1603'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1603'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 3.14 KM.  (1.95MI.)
 DU1603'TO THE MARK, 6.4 METERS (21.0 FT.) EAST OF P AND M BERT, 13.71 METERS
 DU1603'(45 FT.) EAST OF THE CENTERLINE OF A TRACK ROAD, 84TH ST. AN AHD
 DU1603'ALUMINUM CAP, SET IN A 12 INCH CYLINDRICAL POST, FLUSH.  RM-1 IS ALSO
 DU1603'A BENCH MARK, 41 FEET EAST.
 DU1603
 DU1603                          STATION RECOVERY (1986)
 DU1603
 DU1603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1603'THE STATION WAS RECOVERED AT THIS DATE.
 DU1603'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1603'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0862 ***********************************************************************
 DU0862  DESIGNATION -  BERT 2
 DU0862  PID         -  DU0862
 DU0862  STATE/COUNTY-  AZ/MARICOPA
 DU0862  USGS QUAD   -  TEMPE (1982)
 DU0862
 DU0862                         *CURRENT SURVEY CONTROL
 DU0862  ___________________________________________________________________
 DU0862* NAD 83(1992)-  33 27 33.44290(N)    111 59 13.09199(W)     ADJUSTED  
 DU0862* NAVD 88     -       355.954  (meters)    1167.83   (feet)  ADJUSTED  
 DU0862  ___________________________________________________________________
 DU0862  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU0862  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0862  DYNAMIC HT  -         355.543 (meters)    1166.48  (feet)  COMP
 DU0862  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0862
 DU0862  HORZ ORDER  -  SECOND
 DU0862  VERT ORDER  -  SECOND    CLASS I
 DU0862
 DU0862.The horizontal coordinates were established by classical geodetic methods
 DU0862.and adjusted by the National Geodetic Survey in August 1993..
 DU0862.No horizontal observational check was made to the station.
 DU0862
 DU0862.The orthometric height was determined by differential leveling
 DU0862.and adjusted by the National Geodetic Survey in November 1993..
 DU0862
 DU0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0862
 DU0862.The geoid height was determined by GEOID03.
 DU0862
 DU0862.The dynamic height is computed by dividing the NAVD 88
 DU0862.geopotential number by the normal gravity value computed on the
 DU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0862.degrees latitude (g = 980.6199 gals.).
 DU0862
 DU0862.The modeled gravity was interpolated from observed gravity values.
 DU0862
 DU0862;                    North         East     Units Scale Factor Converg.
 DU0862;SPC AZ C     -   272,687.814   206,824.832   MT  0.99990053   -0 02 19.5
 DU0862;SPC AZ C     -   894,645.06    678,559.16   iFT  0.99990053   -0 02 19.5
 DU0862;UTM  12      - 3,702,641.299   408,280.240   MT  0.99970371   -0 32 39.1
 DU0862
 DU0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0862!SPC AZ C     -   0.99994879  x   0.99990053  =   0.99984932
 DU0862!UTM  12      -   0.99994879  x   0.99970371  =   0.99965251
 DU0862
 DU0862                          SUPERSEDED SURVEY CONTROL
 DU0862
 DU0862  NAD 83(1986)-  33 27 33.43730(N)    111 59 13.09719(W) AD(       ) 2
 DU0862  NAD 27      -  33 27 33.27875(N)    111 59 10.57030(W) AD(       ) 2
 DU0862  NGVD 29 (07/19/86)  355.31   (m)         1165.7    (f) LEVELING    3  
 DU0862
 DU0862.Superseded values are not recommended for survey control.
 DU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0862.See file dsdata.txt to determine how the superseded data were derived.
 DU0862
 DU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0828002641(NAD 83)
 DU0862_MARKER: DE = TRAVERSE STATION DISK
 DU0862_SETTING: 0 = UNSPECIFIED SETTING
 DU0862_STAMPING: BERT 2 1966
 DU0862_MARK LOGO: CGS   
 DU0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0862
 DU0862  HISTORY     - Date     Condition        Report By
 DU0862  HISTORY     - 1966     MONUMENTED       CGS
 DU0862  HISTORY     - 1971     GOOD             IDDT
 DU0862  HISTORY     - 1975     GOOD             AZDT
 DU0862  HISTORY     - 1979     GOOD             AZDT
 DU0862
 DU0862                          STATION DESCRIPTION
 DU0862
 DU0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DU0862'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF
 DU0862'PHOENIX AND ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF EAST
 DU0862'MC DOWELL ROAD AND NORTH 44TH STREET ON THE EAST RIGHT-OF-WAY
 DU0862'OF NORTH 44TH STREET.
 DU0862'
 DU0862'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0862'ROAD AND NORTH 44TH STREET, GO SOUTH ON NORTH 44TH STREET FOR
 DU0862'0.45 MILE TO THE STATION.
 DU0862'
 DU0862'STATION IS A STANDARD DISK WHICH IS SET IN THE TOP OF A
 DU0862'CONCRETE MONUMENT.  IT IS 13 FEET NORTH OF THE 3RD PALM TREE
 DU0862'AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0862'
 DU0862'NOTE.  DISK WILL BE REMOVED FROM IN THE NEAR
 DU0862'FUTURE.
 DU0862
 DU0862                          STATION RECOVERY (1971)
 DU0862
 DU0862'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 DU0862'IN PHOENIX.
 DU0862'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0862'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 47 FEET EAST OF THE
 DU0862'CENTER LINE OF NORTH 44TH STREET, 14 FEET NORTH-NORTHWEST OF THE OF
 DU0862'THE MIDDLE PALM TREE OF A ROW OF 5 PALM TREES, 3 FEET WEST OF
 DU0862'TRIANGULATION STATION BERT 3 AND 7 FEET NORTH OF METAL WITNESS POST.
 DU0862
 DU0862                          STATION RECOVERY (1975)
 DU0862
 DU0862'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0862'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU0862'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU0862'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES.  THENCE NORTH
 DU0862'215 FT. AND TO THE STATION.  21 FT. EAST OF P AND M BERT.  45 FT. EAST
 DU0862'OF THE CENTERLINE OF A TRACK ROAD, 84TH ST.  ALONG THE SUPERSTITION
 DU0862'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU0862'SET IN A 12 IN. CYLINDRICAL POST, FLUSH.
 DU0862
 DU0862                          STATION RECOVERY (1979)
 DU0862
 DU0862'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0862'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DU0862'FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG MCDOWELL FOR 3.0
 DU0862'MI (4.83 KM) TO 44TH STREET, THENCE SOUTH ALONG 44TH STREET FOR 0.5 MI
 DU0862'(0.80 KM) TO THE MARK, 49.3 FT (15.03 METERS) EAST OF THE CENTERLINE
 DU0862'OF 44TH STREET, 45.9 FT (13.99 METERS) SOUTH OF METAL STREET LIGHT
 DU0862'POLE, 3.1 FT (0.94 METERS) WEST OF BERT 3, A STANDARD CGS BRASS CAP IN
 DU0862'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1414 ***********************************************************************
 DU1414  DESIGNATION -  BERT 2 RM 1
 DU1414  PID         -  DU1414
 DU1414  STATE/COUNTY-  AZ/MARICOPA
 DU1414  USGS QUAD   -  TEMPE (1982)
 DU1414
 DU1414                         *CURRENT SURVEY CONTROL
 DU1414  ___________________________________________________________________
 DU1414* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU1414* NAVD 88     -       356.053  (meters)    1168.15   (feet)  ADJUSTED  
 DU1414  ___________________________________________________________________
 DU1414  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1414  DYNAMIC HT  -         355.642 (meters)    1166.80  (feet)  COMP
 DU1414  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU1414
 DU1414  VERT ORDER  -  SECOND    CLASS I
 DU1414
 DU1414.The horizontal coordinates were scaled from a topographic map and have
 DU1414.an estimated accuracy of +/- 6 seconds.
 DU1414
 DU1414.The orthometric height was determined by differential leveling
 DU1414.and adjusted by the National Geodetic Survey in November 1993..
 DU1414
 DU1414.The geoid height was determined by GEOID03.
 DU1414
 DU1414.The dynamic height is computed by dividing the NAVD 88
 DU1414.geopotential number by the normal gravity value computed on the
 DU1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1414.degrees latitude (g = 980.6199 gals.).
 DU1414
 DU1414.The modeled gravity was interpolated from observed gravity values.
 DU1414
 DU1414;                    North         East    Units  Estimated Accuracy
 DU1414;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU1414
 DU1414                          SUPERSEDED SURVEY CONTROL
 DU1414
 DU1414.No superseded survey control is available for this station.
 DU1414
 DU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU1414_MARKER: DD = SURVEY DISK
 DU1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1414_STAMPING: BERT 2 RM 1
 DU1414_MARK LOGO: CGS   
 DU1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1414+STABILITY: SURFACE MOTION
 DU1414
 DU1414  HISTORY     - Date     Condition        Report By
 DU1414  HISTORY     - 1966     MONUMENTED       CGS
 DU1414  HISTORY     - 1975     GOOD             AZDT
 DU1414  HISTORY     - 1979     GOOD             AZDT
 DU1414
 DU1414                          STATION DESCRIPTION
 DU1414
 DU1414'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1414'5.3 MI SE FROM BUCKHORN.
 DU1414'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU1414'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU1414'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES.  NORTH 215 FT.
 DU1414'AND TO THE STATION.  63 FT. EAST OF P AND M BERT.  88 FT. EAST OF THE
 DU1414'CENTERLINE OF A TRACK ROAD, 84TH ST.  SUPERSTITION FREEWAY BETWEEN
 DU1414'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP SET IN A
 DU1414'CYLINDRICAL 12 IN. CONCRETE POST, UP 0.1 FT.
 DU1414
 DU1414                          STATION RECOVERY (1979)
 DU1414
 DU1414'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0859 ***********************************************************************
 DU0859  DESIGNATION -  BERT 3
 DU0859  PID         -  DU0859
 DU0859  STATE/COUNTY-  AZ/MARICOPA
 DU0859  USGS QUAD   -  TEMPE (1982)
 DU0859
 DU0859                         *CURRENT SURVEY CONTROL
 DU0859  ___________________________________________________________________
 DU0859* NAD 83(1992)-  33 27 33.44253(N)    111 59 13.05552(W)     ADJUSTED  
 DU0859* NAVD 88     -       355.990  (meters)    1167.94   (feet)  ADJUSTED  
 DU0859  ___________________________________________________________________
 DU0859  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU0859  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0859  DYNAMIC HT  -         355.579 (meters)    1166.60  (feet)  COMP
 DU0859  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0859
 DU0859  HORZ ORDER  -  SECOND
 DU0859  VERT ORDER  -  SECOND    CLASS I
 DU0859
 DU0859.The horizontal coordinates were established by classical geodetic methods
 DU0859.and adjusted by the National Geodetic Survey in August 1993..
 DU0859.No horizontal observational check was made to the station.
 DU0859
 DU0859.The orthometric height was determined by differential leveling
 DU0859.and adjusted by the National Geodetic Survey in November 1993..
 DU0859
 DU0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0859
 DU0859.The geoid height was determined by GEOID03.
 DU0859
 DU0859.The dynamic height is computed by dividing the NAVD 88
 DU0859.geopotential number by the normal gravity value computed on the
 DU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0859.degrees latitude (g = 980.6199 gals.).
 DU0859
 DU0859.The modeled gravity was interpolated from observed gravity values.
 DU0859
 DU0859;                    North         East     Units Scale Factor Converg.
 DU0859;SPC AZ C     -   272,687.802   206,825.774   MT  0.99990053   -0 02 19.5
 DU0859;SPC AZ C     -   894,645.02    678,562.25   iFT  0.99990053   -0 02 19.5
 DU0859;UTM  12      - 3,702,641.278   408,281.181   MT  0.99970371   -0 32 39.1
 DU0859
 DU0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0859!SPC AZ C     -   0.99994878  x   0.99990053  =   0.99984932
 DU0859!UTM  12      -   0.99994878  x   0.99970371  =   0.99965251
 DU0859
 DU0859|---------------------------------------------------------------------|
 DU0859| PID    Reference Object                     Distance      Geod. Az  |
 DU0859|                                                           dddmmss.s |
 DU0859| DU0860 BERT 3 RM 5                          18.472 METERS 00258     |
 DU0859| DU0864 NOLE                                383.492 METERS 09048     |
 DU0859| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.1 KM 1550021.4 |
 DU0859| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 1.4 KM 1562840.7 |
 DU0859| DU0861 BERT 3 RM 6                                        26349     |
 DU0859| DU0862 BERT 2                                0.942 METERS 27042     |
 DU0859| CH4360 BERT 2 RM 1                          18.400 METERS 35739     |
 DU0859|---------------------------------------------------------------------|
 DU0859
 DU0859                          SUPERSEDED SURVEY CONTROL
 DU0859
 DU0859  NAD 83(1986)-  33 27 33.43693(N)    111 59 13.06071(W) AD(       ) 2
 DU0859  NAD 27      -  33 27 33.27839(N)    111 59 10.53384(W) AD(       ) 2
 DU0859  NGVD 29 (??/??/??)  355.34   (m)         1165.8    (f) RESET       3  
 DU0859
 DU0859.Superseded values are not recommended for survey control.
 DU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0859.See file dsdata.txt to determine how the superseded data were derived.
 DU0859
 DU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0828102641(NAD 83)
 DU0859_MARKER: DS = TRIANGULATION STATION DISK
 DU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0859_STAMPING: BERT 3 RESET 1967 BM
 DU0859_MARK LOGO: CGS   
 DU0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0859+STABILITY: SURFACE MOTION
 DU0859
 DU0859  HISTORY     - Date     Condition        Report By
 DU0859  HISTORY     - 1967     MONUMENTED       AZHD
 DU0859  HISTORY     - 1967     GOOD             CGS
 DU0859  HISTORY     - 1970     GOOD             AZDT
 DU0859  HISTORY     - 1971     GOOD             NGS
 DU0859  HISTORY     - 1979     GOOD             AZDT
 DU0859
 DU0859                          STATION DESCRIPTION
 DU0859
 DU0859'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU0859'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF
 DU0859'PHOENIX AND ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF EAST
 DU0859'MC DOWELL ROAD AND NORTH 44TH STREET ON THE EAST RIGHT-OF-WAY
 DU0859'OF NORTH 44TH STREET.
 DU0859'
 DU0859'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0859'ROAD AND NORTH 44TH STREET, GO SOUTH ON NORTH 44TH STREET FOR
 DU0859'0.45 MILE TO THE STATION ON LEFT AS DESCRIBED.
 DU0859'
 DU0859'THE STATION MARK IS A STANDARD DISK STAMPED BERT 3 RESET
 DU0859'1967 BM AND IS SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT
 DU0859'FLUSH WITH THE GROUND.  IT IS 50.85 FEET EAST OF THE CENTER
 DU0859'LINE OF NORTH 44TH STREET, 13.2 FEET NORTH OF THE MIDDLE PALM
 DU0859'TREE IN A ROW OF FIVE AND IS 6.08 FEET NORTH-NORTHEAST OF A
 DU0859'METAL WITNESS POST.
 DU0859'
 DU0859'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0859'BERT 3 NO 5 1967 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DU0859'MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 54.29 FEET EAST
 DU0859'OF THE CENTER LINE OF NORTH 44TH STREET AND 11.70 FEET
 DU0859'NORTH-NORTHEAST OF THE SECOND PALM TREE FROM THE NORTH IN
 DU0859'A ROW OF FIVE.
 DU0859'
 DU0859'REFERENCE MARK 6 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0859'BERT 3 NO 6 1967 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DU0859'MONUMENT FLUSH WITH THE GROUND.  IT IS 81.45 FEET WEST OF THE
 DU0859'CENTER LINE OF NORTH 44TH STREET, 24.35 FEET SOUTH OF THE
 DU0859'CENTER LINE OF A PRIVATE ROAD LEADING WEST OFF NORTH 44TH STREET
 DU0859'AND IS DIRECTLY ACROSS THE STREET FROM THE STATION MARK.
 DU0859'
 DU0859'NO AZIMUTH MARK WAS SET.
 DU0859
 DU0859                          STATION RECOVERY (1967)
 DU0859
 DU0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DU0859'IN PHOENIX.
 DU0859'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0859'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 50.85 FEET EAST OF THE
 DU0859'CENTER LINE OF NORTH 44TH STREET, 13.2 FEET NORTH OF THE MIDDLE PALM
 DU0859'TREE OF A ROW OF FIVE TREES, 6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 DU0859'POST, 60.61 FEET SOUTH OF BERT 3 RM 5, SET IN THE TOP OF A CONCRETE
 DU0859'POST FLUSH WITH THE GROUND.
 DU0859
 DU0859                          STATION RECOVERY (1970)
 DU0859
 DU0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0859'RECOVERED IN GOOD CONDITION.
 DU0859
 DU0859                          STATION RECOVERY (1971)
 DU0859
 DU0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0859'THE STATION MARK, REFERENCE MARKS 5 AND 6, BERT 2 1966 AND
 DU0859'BERT 2 REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DU0859'THE STATION WAS OCCUPIED AT THIS TIME AND A TRAVERSE WAS
 DU0859'MADE TO BERT 2 1966.
 DU0859'
 DU0859'THE STATION IS ALONG THE EAST SIDE OF 44TH STREET, 0.45 MILE
 DU0859'SOUTH OF EAST MC DOWELL ROAD.
 DU0859'
 DU0859'THE STATION MARK IS A STANDARD DISK STAMPED, BERT 3 BM RESET
 DU0859'1967.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 DU0859'IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH
 DU0859'OF THE 3RD 1 OF 5 PALM TREES AND 3-1/2 FEET EAST OF THE SIDEWALK.
 DU0859'
 DU0859'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, BERT 3 NO 5
 DU0859'1967.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT
 DU0859'FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET NORTH OF THE
 DU0859'4TH 1 OF 5 PALM TREES AND 7 FEET EAST OF THE SIDEWALK.
 DU0859'
 DU0859'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, BERT 3 NO 6 1967.
 DU0859'IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 DU0859'ABOUT 4 INCHES.  IT IS 81 FEET WEST OF THE CENTER LINE OF 44TH
 DU0859'STREET AND 24 FEET SOUTH OF A PRIVATE DRIVEWAY.
 DU0859'
 DU0859'BERT 2 1966 REFERENCE MARK 1 IS A STANDARD DISK STAMPED,
 DU0859'BERT 2 NO 1 1966.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 DU0859'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH
 DU0859'OF THE 4TH PALM TREE AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0859'
 DU0859'BERT 2 1966 IS A STANDARD DISK WHICH IS SET IN THE TOP OF A
 DU0859'CONCRETE MONUMENT.  IT IS 13 FEET NORTH OF THE 3RD PALM TREE
 DU0859'AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0859'
 DU0859'NOTE.  THE DISK WILL BE REMOVED FROM BERT 2 1966 IN THE NEAR
 DU0859'FUTURE.
 DU0859'
 DU0859'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0859'
 DU0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DU0859
 DU0859                          STATION RECOVERY (1979)
 DU0859
 DU0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0860 ***********************************************************************
 DU0860  DESIGNATION -  BERT 3 RM 5
 DU0860  PID         -  DU0860
 DU0860  STATE/COUNTY-  AZ/MARICOPA
 DU0860  USGS QUAD   -  TEMPE (1982)
 DU0860
 DU0860                         *CURRENT SURVEY CONTROL
 DU0860  ___________________________________________________________________
 DU0860* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU0860* NAVD 88     -       356.049  (meters)    1168.14   (feet)  ADJUSTED  
 DU0860  ___________________________________________________________________
 DU0860  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0860  DYNAMIC HT  -         355.638 (meters)    1166.79  (feet)  COMP
 DU0860  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0860
 DU0860  VERT ORDER  -  SECOND    CLASS I
 DU0860
 DU0860.The horizontal coordinates were scaled from a topographic map and have
 DU0860.an estimated accuracy of +/- 6 seconds.
 DU0860
 DU0860.The orthometric height was determined by differential leveling
 DU0860.and adjusted by the National Geodetic Survey in November 1993..
 DU0860
 DU0860.The geoid height was determined by GEOID03.
 DU0860
 DU0860.The dynamic height is computed by dividing the NAVD 88
 DU0860.geopotential number by the normal gravity value computed on the
 DU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0860.degrees latitude (g = 980.6199 gals.).
 DU0860
 DU0860.The modeled gravity was interpolated from observed gravity values.
 DU0860
 DU0860;                    North         East    Units  Estimated Accuracy
 DU0860;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU0860
 DU0860                          SUPERSEDED SURVEY CONTROL
 DU0860
 DU0860  NGVD 29 (??/??/??)  355.40   (m)         1166.0    (f) RESET       3  
 DU0860
 DU0860.Superseded values are not recommended for survey control.
 DU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0860.See file dsdata.txt to determine how the superseded data were derived.
 DU0860
 DU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU0860_MARKER: DR = REFERENCE MARK DISK
 DU0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0860_STAMPING: BERT 3 NO 5 1967
 DU0860_MARK LOGO: CGS   
 DU0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0860+STABILITY: SURFACE MOTION
 DU0860
 DU0860  HISTORY     - Date     Condition        Report By
 DU0860  HISTORY     - 1967     MONUMENTED       CGS
 DU0860  HISTORY     - 1970     GOOD             AZDT
 DU0860  HISTORY     - 1979     GOOD             AZDT
 DU0860
 DU0860                          STATION DESCRIPTION
 DU0860
 DU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0860'IN PHOENIX.
 DU0860'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0860'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 54.29 FEET EAST OF THE
 DU0860'CENTER LINE OF NORTH 44TH STREET, 11.7 FEET NORTH-NORTHEAST OF THE
 DU0860'SECOND PALM TREE FROM THE NORTH IN A ROW OF FIVE TREES, SET IN THE TOP
 DU0860'OF A CONCRETE POST FLUSH WITH THE GROUND, 60.61 FEET NORTH OF THE
 DU0860'STATION.
 DU0860
 DU0860                          STATION RECOVERY (1970)
 DU0860
 DU0860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0860'RECOVERED IN GOOD CONDITION.
 DU0860
 DU0860                          STATION RECOVERY (1979)
 DU0860
 DU0860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0861 ***********************************************************************
 DU0861  DESIGNATION -  BERT 3 RM 6
 DU0861  PID         -  DU0861
 DU0861  STATE/COUNTY-  AZ/MARICOPA
 DU0861  USGS QUAD   -  TEMPE (1982)
 DU0861
 DU0861                         *CURRENT SURVEY CONTROL
 DU0861  ___________________________________________________________________
 DU0861* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU0861* NAVD 88     -       355.759  (meters)    1167.19   (feet)  ADJUSTED  
 DU0861  ___________________________________________________________________
 DU0861  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0861  DYNAMIC HT  -         355.348 (meters)    1165.84  (feet)  COMP
 DU0861  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0861
 DU0861  VERT ORDER  -  SECOND    CLASS I
 DU0861
 DU0861.The horizontal coordinates were scaled from a topographic map and have
 DU0861.an estimated accuracy of +/- 6 seconds.
 DU0861
 DU0861.The orthometric height was determined by differential leveling
 DU0861.and adjusted by the National Geodetic Survey in November 1993..
 DU0861
 DU0861.The geoid height was determined by GEOID03.
 DU0861
 DU0861.The dynamic height is computed by dividing the NAVD 88
 DU0861.geopotential number by the normal gravity value computed on the
 DU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0861.degrees latitude (g = 980.6199 gals.).
 DU0861
 DU0861.The modeled gravity was interpolated from observed gravity values.
 DU0861
 DU0861;                    North         East    Units  Estimated Accuracy
 DU0861;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU0861
 DU0861                          SUPERSEDED SURVEY CONTROL
 DU0861
 DU0861  NGVD 29 (??/??/??)  355.11   (m)         1165.1    (f) RESET       3  
 DU0861
 DU0861.Superseded values are not recommended for survey control.
 DU0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0861.See file dsdata.txt to determine how the superseded data were derived.
 DU0861
 DU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU0861_MARKER: DR = REFERENCE MARK DISK
 DU0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0861_STAMPING: BERT 3 NO 6 1967
 DU0861_MARK LOGO: CGS   
 DU0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0861
 DU0861  HISTORY     - Date     Condition        Report By
 DU0861  HISTORY     - 1967     MONUMENTED       CGS
 DU0861  HISTORY     - 1970     GOOD             AZDT
 DU0861  HISTORY     - 1979     GOOD             AZDT
 DU0861
 DU0861                          STATION DESCRIPTION
 DU0861
 DU0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0861'IN PHOENIX.
 DU0861'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0861'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 81.45 FEET WEST OF THE
 DU0861'CENTER LINE OF NORTH 44TH STREET, 24.35 FEET SOUTH OF THE CENTER LINE
 DU0861'OF A PRIVATE ROAD LEADING WEST OFF OF NORTH 44TH STREET, AND DIRECTLY
 DU0861'ACROSS THE STREET FROM THE STATION.
 DU0861
 DU0861                          STATION RECOVERY (1970)
 DU0861
 DU0861'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0861'RECOVERED IN GOOD CONDITION.
 DU0861
 DU0861                          STATION RECOVERY (1979)
 DU0861
 DU0861'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0858 ***********************************************************************
 DU0858  DESIGNATION -  BERT AZ MK
 DU0858  PID         -  DU0858
 DU0858  STATE/COUNTY-  AZ/MARICOPA
 DU0858  USGS QUAD   -  TEMPE (1982)
 DU0858
 DU0858                         *CURRENT SURVEY CONTROL
 DU0858  ___________________________________________________________________
 DU0858* NAD 83(1986)-  33 27 56.     (N)    111 59 13.     (W)     SCALED    
 DU0858* NAVD 88     -       359.08   (+/-2cm)    1178.1    (feet)  VERTCON   
 DU0858  ___________________________________________________________________
 DU0858  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0858
 DU0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0858
 DU0858.The horizontal coordinates were scaled from a topographic map and have
 DU0858.an estimated accuracy of +/- 6 seconds.
 DU0858
 DU0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0858.The vertical order pertains to the NGVD 29 superseded value.
 DU0858
 DU0858.The geoid height was determined by GEOID03.
 DU0858
 DU0858;                    North         East    Units  Estimated Accuracy
 DU0858;SPC AZ C     -   273,380.      206,830.      MT  (+/- 180 meters Scaled)
 DU0858
 DU0858                          SUPERSEDED SURVEY CONTROL
 DU0858
 DU0858  NGVD 29 (??/??/92)  358.438  (m)         1175.98   (f) ADJ UNCH    2 0
 DU0858
 DU0858.Superseded values are not recommended for survey control.
 DU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0858.See file dsdata.txt to determine how the superseded data were derived.
 DU0858
 DU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082033(NAD 83)
 DU0858_MARKER: DZ = AZIMUTH MARK DISK
 DU0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0858_STAMPING: BERT 1963
 DU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0858+STABILITY: SURFACE MOTION
 DU0858
 DU0858  HISTORY     - Date     Condition        Report By
 DU0858  HISTORY     - 1963     MONUMENTED       CGS
 DU0858  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0858
 DU0858                          STATION DESCRIPTION
 DU0858
 DU0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0858'IN PHOENIX.
 DU0858'AT THE INTERSECTION OF EAST MCDOWELL ROAD AND NORTH 44TH STREET, IN
 DU0858'THE EAST PART OF PHOENIX, 32 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0858'ROAD, 24 FEET WEST OF THE CENTER OF NORTH 40TH STREET, 8 FEET EAST OF
 DU0858'AN IRRIGATION DITCH, 11.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 DU0858'IRRIGATION HEADGATE, 2.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DU0858'1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE
 DU0858'POST FLUSH WITH THE GROUND.
 DU0858
 DU0858                          STATION RECOVERY (1970)
 DU0858
 DU0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0280 ***********************************************************************
 FP0280  DESIGNATION -  BERT RM 1
 FP0280  PID         -  FP0280
 FP0280  STATE/COUNTY-  AZ/APACHE
 FP0280  USGS QUAD   -  PINTA (1972)
 FP0280
 FP0280                         *CURRENT SURVEY CONTROL
 FP0280  ___________________________________________________________________
 FP0280* NAD 83(1986)-  35 04 53.     (N)    109 43 08.     (W)     SCALED    
 FP0280* NAVD 88     -      1709.860  (meters)    5609.77   (feet)  ADJUSTED  
 FP0280  ___________________________________________________________________
 FP0280  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0280  DYNAMIC HT  -        1707.483 (meters)    5601.97  (feet)  COMP
 FP0280  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 FP0280
 FP0280  VERT ORDER  -  FIRST     CLASS II
 FP0280
 FP0280.The horizontal coordinates were scaled from a topographic map and have
 FP0280.an estimated accuracy of +/- 6 seconds.
 FP0280
 FP0280.The orthometric height was determined by differential leveling
 FP0280.and adjusted by the National Geodetic Survey in June 1991..
 FP0280.WARNING-Repeat measurements at this control monument indicate possible
 FP0280.vertical movement.
 FP0280
 FP0280.The geoid height was determined by GEOID03.
 FP0280
 FP0280.The dynamic height is computed by dividing the NAVD 88
 FP0280.geopotential number by the normal gravity value computed on the
 FP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0280.degrees latitude (g = 980.6199 gals.).
 FP0280
 FP0280.The modeled gravity was interpolated from observed gravity values.
 FP0280
 FP0280;                    North         East    Units  Estimated Accuracy
 FP0280;SPC AZ E     -   452,690.      254,190.      MT  (+/- 180 meters Scaled)
 FP0280
 FP0280                          SUPERSEDED SURVEY CONTROL
 FP0280
 FP0280  NGVD 29 (??/??/92) 1708.895  (m)         5606.60   (f) ADJ UNCH    1 2
 FP0280
 FP0280.Superseded values are not recommended for survey control.
 FP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0280.See file dsdata.txt to determine how the superseded data were derived.
 FP0280
 FP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD167828(NAD 83)
 FP0280_MARKER: DR = REFERENCE MARK DISK
 FP0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0280_STAMPING: BERT NO 1 1959
 FP0280_MARK LOGO: CGS   
 FP0280_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0280+STABILITY: SURFACE MOTION
 FP0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0280+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0280
 FP0280  HISTORY     - Date     Condition        Report By
 FP0280  HISTORY     - 1959     MONUMENTED       CGS
 FP0280  HISTORY     - 1983     GOOD             NGS
 FP0280  HISTORY     - 20040803 GOOD             EVANS
 FP0280
 FP0280                          STATION DESCRIPTION
 FP0280
 FP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0280'30.4 MI E FROM HOLBROOK.
 FP0280'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0280'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETERFIED FOREST INTERSECTION,
 FP0280'CONTINUE EAST ON U.S. HIGHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0280'LEFT, NORTH RIGHT-OF-WAY, 30 FEET EAST OF THE WITNESS POST AND 2 FEET
 FP0280'SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0280'PROJECTS 4 INCHES.
 FP0280
 FP0280                          STATION RECOVERY (1983)
 FP0280
 FP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0280'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.0 KM (18.0
 FP0280'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0280'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0280'NORTHEAST OF MILEPOST 315, 30.7 METERS (100.7 FT) NORTHWEST OF THE
 FP0280'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 8.7 METERS
 FP0280'(28.5 FT) NORTHEAST OF THE STATION MARK AND 0.5 METER (1.6 FT)
 FP0280'SOUTHEAST OF A FENCE.
 FP0280'THE MARK IS 8.8 METERS  NE FROM A WITNESS POST.
 FP0280'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 FP0280
 FP0280                          STATION RECOVERY (2004)
 FP0280
 FP0280'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0278 ***********************************************************************
 FP0278  DESIGNATION -  BERT RM 2
 FP0278  PID         -  FP0278
 FP0278  STATE/COUNTY-  AZ/APACHE
 FP0278  USGS QUAD   -  PINTA (1972)
 FP0278
 FP0278                         *CURRENT SURVEY CONTROL
 FP0278  ___________________________________________________________________
 FP0278* NAD 83(1986)-  35 04 52.     (N)    109 43 09.     (W)     SCALED    
 FP0278* NAVD 88     -      1709.511  (meters)    5608.62   (feet)  ADJUSTED  
 FP0278  ___________________________________________________________________
 FP0278  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0278  DYNAMIC HT  -        1707.135 (meters)    5600.83  (feet)  COMP
 FP0278  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 FP0278
 FP0278  VERT ORDER  -  SECOND    CLASS 0
 FP0278
 FP0278.The horizontal coordinates were scaled from a topographic map and have
 FP0278.an estimated accuracy of +/- 6 seconds.
 FP0278
 FP0278.The orthometric height was determined by differential leveling
 FP0278.and adjusted by the National Geodetic Survey in June 1991..
 FP0278
 FP0278.The geoid height was determined by GEOID03.
 FP0278
 FP0278.The dynamic height is computed by dividing the NAVD 88
 FP0278.geopotential number by the normal gravity value computed on the
 FP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0278.degrees latitude (g = 980.6199 gals.).
 FP0278
 FP0278.The modeled gravity was interpolated from observed gravity values.
 FP0278
 FP0278;                    North         East    Units  Estimated Accuracy
 FP0278;SPC AZ E     -   452,660.      254,170.      MT  (+/- 180 meters Scaled)
 FP0278
 FP0278                          SUPERSEDED SURVEY CONTROL
 FP0278
 FP0278  NGVD 29 (??/??/92) 1708.606  (m)         5605.65   (f) ADJ UNCH    2 0
 FP0278
 FP0278.Superseded values are not recommended for survey control.
 FP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0278.See file dsdata.txt to determine how the superseded data were derived.
 FP0278
 FP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD167827(NAD 83)
 FP0278_MARKER: DR = REFERENCE MARK DISK
 FP0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0278_STAMPING: BERT NO 2 1959
 FP0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0278+STABILITY: SURFACE MOTION
 FP0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0278+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0278
 FP0278  HISTORY     - Date     Condition        Report By
 FP0278  HISTORY     - 1959     MONUMENTED       CGS
 FP0278  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0278  HISTORY     - 20040803 GOOD             EVANS
 FP0278
 FP0278                          STATION DESCRIPTION
 FP0278
 FP0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0278'30.4 MI E FROM HOLBROOK.
 FP0278'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0278'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION,
 FP0278'CONTINUE EAST ON U.S. HIGHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0278'LEFT, NORTH RIGHT-OF-WAY, 27 FEET SOUTH OF THE WITNESS POST IN THE TOP
 FP0278'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0278
 FP0278                          STATION RECOVERY (1983)
 FP0278
 FP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0278'MARK NOT FOUND.
 FP0278
 FP0278                          STATION RECOVERY (2004)
 FP0278
 FP0278'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0716 ***********************************************************************
 FQ0716  DESIGNATION -  BESHBITO
 FQ0716  PID         -  FQ0716
 FQ0716  STATE/COUNTY-  AZ/NAVAJO
 FQ0716  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0716
 FQ0716                         *CURRENT SURVEY CONTROL
 FQ0716  ___________________________________________________________________
 FQ0716* NAD 83(1992)-  35 42 41.98423(N)    110 03 18.21704(W)     ADJUSTED  
 FQ0716* NAVD 88     -      2061.7    (meters)    6764.     (feet)  VERTCON   
 FQ0716  ___________________________________________________________________
 FQ0716  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FQ0716  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FQ0716
 FQ0716  HORZ ORDER  -  FIRST
 FQ0716
 FQ0716.The horizontal coordinates were established by classical geodetic methods
 FQ0716.and adjusted by the National Geodetic Survey in August 1993..
 FQ0716
 FQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0716
 FQ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0716
 FQ0716.The geoid height was determined by GEOID03.
 FQ0716
 FQ0716;                    North         East     Units Scale Factor Converg.
 FQ0716;SPC AZ E     -   522,528.935   223,458.338   MT  0.99990126   +0 03 54.5
 FQ0716;SPC AZ E     - 1,714,333.78    733,131.03   iFT  0.99990126   +0 03 54.5
 FQ0716;UTM  12      - 3,952,379.799   585,475.353   MT  0.99969003   +0 33 05.8
 FQ0716
 FQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0716!SPC AZ E     -   0.99967989  x   0.99990126  =   0.99958118
 FQ0716!UTM  12      -   0.99967989  x   0.99969003  =   0.99937002
 FQ0716
 FQ0716:                Primary Azimuth Mark                     Grid Az
 FQ0716:SPC AZ E     -  TOYEI WATER TANK                         093 44 52.9
 FQ0716:UTM  12      -  TOYEI WATER TANK                         093 15 41.6
 FQ0716
 FQ0716|---------------------------------------------------------------------|
 FQ0716| PID    Reference Object                     Distance      Geod. Az  |
 FQ0716|                                                           dddmmss.s |
 FQ0716| FP0614 TOYEI WATER TANK                    APPROX.10.3 KM 0934847.4 |
 FQ0716| CD4028 BESHBITO RM 1                         6.090 METERS 11408     |
 FQ0716| CD4029 BESHBITO RM 2                         9.327 METERS 20923     |
 FQ0716| CD4027 BESHBITO AZ MK                                     3131946.4 |
 FQ0716|---------------------------------------------------------------------|
 FQ0716
 FQ0716                          SUPERSEDED SURVEY CONTROL
 FQ0716
 FQ0716  NAD 83(1986)-  35 42 41.98515(N)    110 03 18.21777(W) AD(       ) 1
 FQ0716  NAD 27      -  35 42 41.95500(N)    110 03 15.78400(W) AD(       ) 1
 FQ0716  NGVD 29 (07/19/86) 2060.7    (m)         6761.     (f) VERT ANG       
 FQ0716
 FQ0716.Superseded values are not recommended for survey control.
 FQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0716.See file dsdata.txt to determine how the superseded data were derived.
 FQ0716
 FQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8547552380(NAD 83)
 FQ0716_MARKER: DS = TRIANGULATION STATION DISK
 FQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0716
 FQ0716  HISTORY     - Date     Condition        Report By
 FQ0716  HISTORY     - 1951     MONUMENTED       CGS
 FQ0716  HISTORY     - 1955     GOOD             CGS
 FQ0716  HISTORY     - 1965     GOOD             USGS
 FQ0716  HISTORY     - 1972     GOOD             USGS
 FQ0716
 FQ0716                          STATION DESCRIPTION
 FQ0716
 FQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0716'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BRUSHY
 FQ0716'HILL THAT RISES FROM THE TOP OF A HIGH MESA.  IT IS ABOUT 3
 FQ0716'MILES AIRLINE SOUTH OF THE ROAD BETWEEN GANADO AND KEAMS CANYON,
 FQ0716'ABOUT 12 MILES AIRLINE SOUTHEAST OF KEAMS CANYON, ABOUT 27
 FQ0716'MILES AIRLINE WEST OF GANADO, AND ABOUT 11 MILES AIRLINE
 FQ0716'WEST-SOUTHWEST OF STEAMBOAT.
 FQ0716'
 FQ0716'THE STATION IS 8 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 FQ0716'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FQ0716'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED BESHBITO 1951.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FQ0716'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--BESHBITO
 FQ0716'NO 1 1951.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER TWO IS 1/2 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FQ0716'CONCRETE POST THAT PROJECTS 5 INCHES.  THE DISK IS
 FQ0716'STAMPED--BESHBITO NO 2 1951.
 FQ0716'
 FQ0716'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTER LINE OF
 FQ0716'THE ROAD, 100 YARDS NORTHEAST OF A CROSS ROAD INTERSECTION, AND
 FQ0716'2 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 FQ0716'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0716'4 INCHES.  THE DISK IS STAMPED--BESHBITO 1951.  TO REACH THE
 FQ0716'MARK FROM THE STATION GO EAST FOR 0.15 MILE TO THE TRACK
 FQ0716'ROAD.  TURN LEFT, NORTH, AND GO 0.4 MILE TO A FORK.  TURN
 FQ0716'LEFT, SOUTHWEST, AND GO 1.0 MILE TO THE MARK ON THE LEFT.
 FQ0716'
 FQ0716'TO REACH THE STATION FROM KEAMS CANYON GO SOUTHEAST ON THE
 FQ0716'ROAD TO GANADO FOR 11.6 MILES TO A FORK ON THE TOP OF THE MESA.
 FQ0716'TAKE THE LEFT FORK, NORTHEAST, AND GO 1.7 MILES TO TELEPHONE
 FQ0716'POLE NUMBER 805 AND A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHERLY,
 FQ0716'AND GO 0.9 MILE TO A WATER HOLE ON THE LEFT AND 3 FORKS.  TAKE
 FQ0716'THE MIDDLE FORK, SOUTH, AND GO 0.5 MILE TO A CROSS ROAD.  TURN
 FQ0716'RIGHT, NORTHEAST, AND GO 1.0 MILE TO A DIM FORK RIGHT.  TURN
 FQ0716'RIGHT, SOUTH, AND GO 0.4 MILE TO THE TOP OF A LOW HILL.  TURN
 FQ0716'RIGHT, WEST, AND GO CROSS COUNTRY FOR 0.15 MILE TO THE
 FQ0716'HIGHEST POINT OF THE HILL AND THE STATION.
 FQ0716'
 FQ0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 FQ0716
 FQ0716                          STATION RECOVERY (1955)
 FQ0716
 FQ0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0716'THE STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 FQ0716'IN GOOD CONDITION.  THERE ARE SEVERAL ERRORS IN THE ORIGINAL
 FQ0716'DIRECTIONS TO REACH THE STATION.  A COMPLETE NEW DESCRIPTION
 FQ0716'FOLLOWS--
 FQ0716'
 FQ0716'THE STATION IS LOCATED ON A PROMINENT BRUSHY HILL THAT RISES
 FQ0716'FROM THE TOP OF A HIGH MESA.  IT IS ABOUT 3 MILES AIRLINE SOUTH
 FQ0716'OF THE KEAMS CANYON-GANADO HIGHWAY, 12 MILES AIRLINE SOUTHEAST
 FQ0716'OF KEAMS CANYON, 27 MILES AIRLINE WEST OF GANADO AND 11 MILES
 FQ0716'WEST-SOUTHWEST OF STEAMBOAT.
 FQ0716'
 FQ0716'THE STATION IS 8 FEET NORTH OF A WHITE WITNESS POST, ON THE
 FQ0716'HIGHEST POINT ON THE HILL.  IT IS A STANDARD DISK STAMPED BESHBITO
 FQ0716'1951 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 FQ0716'4 INCHES.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER 1 IS 1 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK STAMPED BESHBITO NO 1 1951 SET IN THE
 FQ0716'TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER 2 IS 0.5 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK STAMPED BESHBITO NO 2 1951 SET IN THE
 FQ0716'TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FQ0716'
 FQ0716'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTERLINE OF
 FQ0716'THE TRACK ROAD, 100 YARDS SOUTHEAST OF A TRACK ROAD INTERSECTION
 FQ0716'AND 2 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 FQ0716'DISK STAMPED BESHBITO 1951 SET IN THE TOP OF A 10 INCH SQUARE
 FQ0716'CONCRETE POST PROJECTING 4 INCHES.  TO REACH FROM THE STATION,
 FQ0716'GO EAST FOR 0.15 MILE TO A TRACK ROAD, TURN LEFT ONTO THE
 FQ0716'TRACK ROAD AND GO NORTH FOR 0.4 MILE TO AN INTERSECTION,
 FQ0716'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE TO THE MARK ON THE
 FQ0716'LEFT.
 FQ0716'
 FQ0716'TO REACH THE STATION FROM THE POST OFFICE AND ROAD FORK IN
 FQ0716'KEAMS CANYON, TAKE THE LEFT FORK UP THE STEEP SHELF ROAD
 FQ0716'(GANADO ROAD) FOR 9.4 MILES TO THE HOLBROOK ROAD JUNCTION,
 FQ0716'TAKE THE LEFT FORK AND CONTINUE EAST FOR 1.9 MILES TO TELEPHONE
 FQ0716'POLE 805 AND A TRACK ROAD RIGHT.  TURN RIGHT ONTO THE TRACK
 FQ0716'ROAD AND GO SOUTH FOR 0.9 MILE TO A WATER HOLE ON THE LEFT
 FQ0716'AND THREE FORKS.  TAKE THE MIDDLE FORK AND CONTINUE SOUTH FOR
 FQ0716'0.5 MILE TO A CROSS ROAD (THE AZIMUTH MARK IS 100 YARDS
 FQ0716'SOUTHEAST), TURN LEFT AND GO SOUTHEAST FOR 1.0 MILE TO A DIM
 FQ0716'TRACK ROAD SOUTH, TURN SOUTH ONTO THE TRACK ROAD AND GO 0.4 MILE
 FQ0716'TO THE CREST OF A LOW RIDGE THENCE TURN RIGHT AND GO ACROSS
 FQ0716'COUNTRY FOR 0.15 MILE TO THE HIGH POINT OF THE HILL AND
 FQ0716'THE STATION.
 FQ0716'
 FQ0716'1951 MEASUREMENTS.  NO MEASUREMENTS WERE MADE IN 1955.
 FQ0716
 FQ0716                          STATION RECOVERY (1965)
 FQ0716
 FQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0716'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0716
 FQ0716                          STATION RECOVERY (1972)
 FQ0716
 FQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0716'ALL MARKS IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 FQ0716'
 FQ0716'TO REACH FROM THE CROSSING OF ARIZONA STATE HIGHWAY 264 OVER
 FQ0716'KEAMS CANYON WASH IN KEAMS CANYON, TAKE HIGHWAY 264 SOUTHEASTERLY
 FQ0716'OUT OF THE CANYON FOR 8.0 MI TO THE JCT. WITH STATE HIGHWAY 77
 FQ0716'LEADING TO HOLBROOK.  CONTINUE ON HIGHWAY 264 FOR 1.7 MI
 FQ0716'TO A TRACK RD. RIGHT.  TURN RIGHT ON TRACK RD. AND DRIVE
 FQ0716'PARALLEL TO HIGHWAY 264 FOR 0.2 MI WHERE TRACK RD. TURN
 FQ0716'SOUTHEASTERLY (RIGHT).  TURN RIGHT AND CONTINUE SE. ALONG TRACK
 FQ0716'RD. FOR 0.8 MI TO A DRY NATURAL POND.  PASS THROUGH DRY POND
 FQ0716'AND CONTINUE SOUTHEASTERLY ALONG MAIN-TRAVELED RD. FOR 0.9 MI
 FQ0716'TO A TRACK RD. CROSSING.  GO LEFT AT RD. CROSSING FOR 0.1
 FQ0716'MI TO A RD. FK.  TAKE RIGHT FORK (S.) FOR 0.4 MI TO A DIM
 FQ0716'TRACK RD. LEFT (E.).  TURN LEFT, UPGRADE FOR 0.2 MI TO TOP
 FQ0716'OF SPARSELY WOODED HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2224 ***********************************************************************
 DV2224  DESIGNATION -  BETH
 DV2224  PID         -  DV2224
 DV2224  STATE/COUNTY-  AZ/MARICOPA
 DV2224  USGS QUAD   -  GLENDALE (1982)
 DV2224
 DV2224                         *CURRENT SURVEY CONTROL
 DV2224  ___________________________________________________________________
 DV2224* NAD 83(1992)-  33 31 24.98402(N)    112 14 09.86126(W)     ADJUSTED  
 DV2224* NAVD 88     -       331.2    (meters)    1087.     (feet)  VERTCON   
 DV2224  ___________________________________________________________________
 DV2224  X           -  -2,014,301.740 (meters)                     COMP
 DV2224  Y           -  -4,927,026.388 (meters)                     COMP
 DV2224  Z           -   3,502,683.784 (meters)                     COMP
 DV2224  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 DV2224  ELLIP HEIGHT-         301.35  (meters)          (06/11/02) GPS OBS
 DV2224  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2224
 DV2224  HORZ ORDER  -  FIRST
 DV2224  ELLP ORDER  -  FOURTH    CLASS II
 DV2224
 DV2224.The horizontal coordinates were established by GPS observations
 DV2224.and adjusted by the National Geodetic Survey in August 1993..
 DV2224
 DV2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2224
 DV2224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2224
 DV2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2224
 DV2224.The ellipsoidal height was determined by GPS observations
 DV2224.and is referenced to NAD 83.
 DV2224
 DV2224.The geoid height was determined by GEOID03.
 DV2224
 DV2224;                    North         East     Units Scale Factor Converg.
 DV2224;SPC AZ C     -   279,864.167   183,690.956   MT  0.99991085   -0 10 35.1
 DV2224;SPC AZ C     -   918,189.52    602,660.62   iFT  0.99991085   -0 10 35.1
 DV2224;UTM  12      - 3,710,020.352   385,214.609   MT  0.99976244   -0 40 57.8
 DV2224
 DV2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2224!SPC AZ C     -   0.99995269  x   0.99991085  =   0.99986355
 DV2224!UTM  12      -   0.99995269  x   0.99976244  =   0.99971514
 DV2224
 DV2224                          SUPERSEDED SURVEY CONTROL
 DV2224
 DV2224  ELLIP H (08/23/93)  301.48   (m)                       GP(       ) 4 2
 DV2224  NAD 83(1986)-  33 31 24.97869(N)    112 14 09.86709(W) AD(       ) 1
 DV2224  NGVD 29 (09/11/89)  330.6    (m)         1085.     (f) GPS OBS        
 DV2224
 DV2224.Superseded values are not recommended for survey control.
 DV2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2224.See file dsdata.txt to determine how the superseded data were derived.
 DV2224
 DV2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8521510020(NAD 83)
 DV2224_MARKER: DD = SURVEY DISK
 DV2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2224+STABILITY: SURFACE MOTION
 DV2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2224+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2224
 DV2224  HISTORY     - Date     Condition        Report By
 DV2224  HISTORY     - 1986     MONUMENTED       AZDT
 DV2224  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV2224
 DV2224                          STATION DESCRIPTION
 DV2224
 DV2224'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2224'THE STATION IS LOCATED ABOUT 4.86 KM (3.0 MI) WEST-SOUTHWEST OF
 DV2224'GLENDALE, ARIZONA.
 DV2224'
 DV2224'TO REACH THE STATION FROM THE INTERSECTION OF 83RD AVENUE AND
 DV2224'BETHANY HOME ROAD, GO EAST FOR 0.16 KM (0.1 MI) TO THE STATION ON
 DV2224'THE LEFT (NORTH).
 DV2224'
 DV2224'THE STATION IS A STANDARD A.G.S. DISK
 DV2224'STAMPED---BETH 1986---,
 DV2224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2224'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2224'1.58 METERS (5.2 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2224'1.1 METERS (3.6 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2224'11.73 METERS (38.5 FT) NORTH FROM THE CENTERLINE OF BETHANY HOME
 DV2224'ROAD,
 DV2224'1.07 METERS (3.5 FT) SOUTH FROM A DITCH BANK.
 DV2224'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2224'STAMPED---BETH 1986---,
 DV2224'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2224
 DV2224                          STATION RECOVERY (2006)
 DV2224
 DV2224'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1299 ***********************************************************************
 DV1299  DESIGNATION -  BETH 17
 DV1299  PID         -  DV1299
 DV1299  STATE/COUNTY-  AZ/MARICOPA
 DV1299  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1299
 DV1299                         *CURRENT SURVEY CONTROL
 DV1299  ___________________________________________________________________
 DV1299* NAD 83(1986)-  33 31 25.     (N)    112 06 44.     (W)     SCALED    
 DV1299* NAVD 88     -       353.283  (meters)    1159.06   (feet)  ADJUSTED  
 DV1299  ___________________________________________________________________
 DV1299  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1299  DYNAMIC HT  -         352.877 (meters)    1157.73  (feet)  COMP
 DV1299  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DV1299
 DV1299  VERT ORDER  -  FIRST     CLASS II
 DV1299
 DV1299.The horizontal coordinates were scaled from a topographic map and have
 DV1299.an estimated accuracy of +/- 6 seconds.
 DV1299
 DV1299.The orthometric height was determined by differential leveling
 DV1299.and adjusted by the National Geodetic Survey in November 1993..
 DV1299
 DV1299.The geoid height was determined by GEOID03.
 DV1299
 DV1299.The dynamic height is computed by dividing the NAVD 88
 DV1299.geopotential number by the normal gravity value computed on the
 DV1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1299.degrees latitude (g = 980.6199 gals.).
 DV1299
 DV1299.The modeled gravity was interpolated from observed gravity values.
 DV1299
 DV1299;                    North         East    Units  Estimated Accuracy
 DV1299;SPC AZ C     -   279,840.      195,200.      MT  (+/- 180 meters Scaled)
 DV1299
 DV1299                          SUPERSEDED SURVEY CONTROL
 DV1299
 DV1299.No superseded survey control is available for this station.
 DV1299
 DV1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967098(NAD 83)
 DV1299_MARKER: DB = BENCH MARK DISK
 DV1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1299_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1299_STAMPING: BETH-17 1981
 DV1299_MARK LOGO: AZDT  
 DV1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1299
 DV1299  HISTORY     - Date     Condition        Report By
 DV1299  HISTORY     - 1981     MONUMENTED       AZDT
 DV1299
 DV1299                          STATION DESCRIPTION
 DV1299
 DV1299'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1299'PHOENIX.
 DV1299'4.0 MI (6.4 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1299'MCDOWELL ROAD IN PHOENIX, TO THE MARK ON THE SOUTHEAST CORNER OF THE
 DV1299'BETHANY HOME ROAD OVERPASS.  4.4 FT (1.34 M) SOUTH OF THE SOUTH CURB
 DV1299'OF BETHANY HOME ROAD.  17 FT (5.18 M) WEST OF THE WEST CURB OF THE
 DV1299'NORTHBOUND FRONTAGE ROAD.  AT THE BASE OF THE SOUTHEAST DADO.
 DV1299'0.35 FT (0.11 METER) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2293 ***********************************************************************
 CZ2293  DESIGNATION -  BIANCO 2
 CZ2293  PID         -  CZ2293
 CZ2293  STATE/COUNTY-  AZ/PINAL
 CZ2293  USGS QUAD   -  CHUICHU (1992)
 CZ2293
 CZ2293                         *CURRENT SURVEY CONTROL
 CZ2293  ___________________________________________________________________
 CZ2293* NAD 83(1992)-  32 49 45.68553(N)    111 49 35.85563(W)     ADJUSTED  
 CZ2293* NAVD 88     -       422.9    (meters)    1387.     (feet)  VERTCON   
 CZ2293  ___________________________________________________________________
 CZ2293  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2293  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2293
 CZ2293  HORZ ORDER  -  FIRST
 CZ2293
 CZ2293.The horizontal coordinates were established by classical geodetic methods
 CZ2293.and adjusted by the National Geodetic Survey in August 1993..
 CZ2293
 CZ2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2293
 CZ2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2293
 CZ2293.The geoid height was determined by GEOID03.
 CZ2293
 CZ2293;                    North         East     Units Scale Factor Converg.
 CZ2293;SPC AZ C     -   202,832.225   221,789.856   MT  0.99990088   +0 02 55.7
 CZ2293;SPC AZ C     -   665,460.06    727,657.01   iFT  0.99990088   +0 02 55.7
 CZ2293;UTM  12      - 3,632,672.304   422,630.570   MT  0.99967381   -0 26 53.4
 CZ2293
 CZ2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2293!SPC AZ C     -   0.99993836  x   0.99990088  =   0.99983925
 CZ2293!UTM  12      -   0.99993836  x   0.99967381  =   0.99961219
 CZ2293
 CZ2293:                Primary Azimuth Mark                     Grid Az
 CZ2293:SPC AZ C     -  BIANCO AZ MK                             002 26 47.7
 CZ2293:UTM  12      -  BIANCO AZ MK                             002 56 36.8
 CZ2293
 CZ2293|---------------------------------------------------------------------|
 CZ2293| PID    Reference Object                     Distance      Geod. Az  |
 CZ2293|                                                           dddmmss.s |
 CZ2293| CH4361 BIANCO AZ MK                                       0022943.4 |
 CZ2293| CH4362 BIANCO 2 RM 3                        29.714 METERS 08445     |
 CZ2293| CH4363 BIANCO 2 RM 4                        22.432 METERS 17420     |
 CZ2293| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX. 4.0 KM 3562625.8 |
 CZ2293|---------------------------------------------------------------------|
 CZ2293
 CZ2293                          SUPERSEDED SURVEY CONTROL
 CZ2293
 CZ2293  NAD 83(1986)-  32 49 45.67933(N)    111 49 35.85657(W) AD(       ) 1
 CZ2293  NAD 27      -  32 49 45.48311(N)    111 49 33.38610(W) AD(       ) 1
 CZ2293  NGVD 29 (07/19/86)  422.3    (m)         1385.     (f) VERT ANG       
 CZ2293
 CZ2293.Superseded values are not recommended for survey control.
 CZ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2293.See file dsdata.txt to determine how the superseded data were derived.
 CZ2293
 CZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2263132672(NAD 83)
 CZ2293_MARKER: DS = TRIANGULATION STATION DISK
 CZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2293
 CZ2293  HISTORY     - Date     Condition        Report By
 CZ2293  HISTORY     - 1971     MONUMENTED       NGS
 CZ2293
 CZ2293                          STATION DESCRIPTION
 CZ2293
 CZ2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2293'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF STANFIELD,
 CZ2293'5 MILES SOUTHWEST OF CASA GRANDE, IN THE NORTHWEST ANGLE OF THE
 CZ2293'INTERSECTION AT THE BIANCO ROAD EXIT AND ON STATE HIGHWAY
 CZ2293'DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ2293'
 CZ2293'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE GO NORTHEAST
 CZ2293'ON NORTH MARSHALL STREET FOR ONE BLOCK TO STATE HIGHWAY 84.  TURN
 CZ2293'LEFT AND GO WEST ON STATE HIGHWAY 84 FOR 4.3 MILES TO BIANCO ROAD.
 CZ2293'TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 2.5 MILES TO THE AZIMUTH
 CZ2293'MARK ON THE LEFT.  CONTINUE SOUTH ON BIANCO ROAD FOR 0.9 MILE TO
 CZ2293'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 CZ2293'INTERSECTION AT THE BIANCO ROAD EXIT.
 CZ2293'
 CZ2293'THE STATION MARKS ARE STANDARD DISKS STAMPED BIANCO 2 1971.  THE
 CZ2293'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ2293'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97.5 FEET
 CZ2293'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN
 CZ2293'FENCE LINE.  THE UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 CZ2293'
 CZ2293'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BIANCO 2 NO 3 1971, SET
 CZ2293'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ2293'WITH THE GROUND SURFACE.  IT IS 3.5 FEET NORTH OF THE METAL WITNESS
 CZ2293'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF THE FENCE.
 CZ2293'
 CZ2293'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BIANCO 2 NO 4 1971, SET
 CZ2293'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ2293'WITH THE GROUND SURFACE.  IT IS 92.5 FEET WEST OF THE FENCE AND 120
 CZ2293'FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CZ2293'
 CZ2293'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIANCO 1960, SET IN THE
 CZ2293'TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 CZ2293'INCHES.  IT IS 38 FEET EAST OF BIANCO ROAD AND 2 FEET SOUTH OF A
 CZ2293'POWER POLE.
 CZ2293'
 CZ2293'HEIGHT OF LIGHT ABOVE STATION MARK 22.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2291 ***********************************************************************
 CZ2291  DESIGNATION -  BIANCO 2 RM A
 CZ2291  PID         -  CZ2291
 CZ2291  STATE/COUNTY-  AZ/PINAL
 CZ2291  USGS QUAD   -  CHUICHU (1992)
 CZ2291
 CZ2291                         *CURRENT SURVEY CONTROL
 CZ2291  ___________________________________________________________________
 CZ2291* NAD 83(1992)-  32 49 46.45922(N)    111 49 35.59490(W)     ADJUSTED  
 CZ2291* NAVD 88     -       422.9    (meters)    1387.     (feet)  VERTCON   
 CZ2291  ___________________________________________________________________
 CZ2291  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2291  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2291
 CZ2291  HORZ ORDER  -  FIRST
 CZ2291
 CZ2291.The horizontal coordinates were established by classical geodetic methods
 CZ2291.and adjusted by the National Geodetic Survey in August 1993..
 CZ2291
 CZ2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2291
 CZ2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2291
 CZ2291.The geoid height was determined by GEOID03.
 CZ2291
 CZ2291;                    North         East     Units Scale Factor Converg.
 CZ2291;SPC AZ C     -   202,856.063   221,796.616   MT  0.99990088   +0 02 55.9
 CZ2291;SPC AZ C     -   665,538.26    727,679.19   iFT  0.99990088   +0 02 55.9
 CZ2291;UTM  12      - 3,632,696.077   422,637.536   MT  0.99967380   -0 26 53.3
 CZ2291
 CZ2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2291!SPC AZ C     -   0.99993836  x   0.99990088  =   0.99983925
 CZ2291!UTM  12      -   0.99993836  x   0.99967380  =   0.99961218
 CZ2291
 CZ2291:                Primary Azimuth Mark                     Grid Az
 CZ2291:SPC AZ C     -  CASA GRANDE ATT MICROWAVE TWR            356 16 26.7
 CZ2291:UTM  12      -  CASA GRANDE ATT MICROWAVE TWR            356 46 15.9
 CZ2291
 CZ2291|---------------------------------------------------------------------|
 CZ2291| PID    Reference Object                     Distance      Geod. Az  |
 CZ2291|                                                           dddmmss.s |
 CZ2291| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX. 4.0 KM 3561922.6 |
 CZ2291|---------------------------------------------------------------------|
 CZ2291
 CZ2291                          SUPERSEDED SURVEY CONTROL
 CZ2291
 CZ2291  NAD 83(1986)-  32 49 46.45316(N)    111 49 35.59579(W) AD(       ) 1
 CZ2291  NAD 27      -  32 49 46.25682(N)    111 49 33.12535(W) AD(       ) 1
 CZ2291  NGVD 29 (07/19/86)  422.3    (m)         1385.     (f) VERT ANG       
 CZ2291
 CZ2291.Superseded values are not recommended for survey control.
 CZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2291.See file dsdata.txt to determine how the superseded data were derived.
 CZ2291
 CZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2263832696(NAD 83)
 CZ2291_MARKER: DS = TRIANGULATION STATION DISK
 CZ2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2291+STABILITY: SURFACE MOTION
 CZ2291
 CZ2291  HISTORY     - Date     Condition        Report By
 CZ2291  HISTORY     - 1971     MONUMENTED       NGS
 CZ2291
 CZ2291                          STATION DESCRIPTION
 CZ2291
 CZ2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2291'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF STANFIELD,
 CZ2291'5 MILES SOUTHWEST OF CASA GRANDE, IN THE NORTHWEST ANGLE OF THE
 CZ2291'INTERSECTION AT THE BIANCO ROAD EXIT AND ON STATE HIGHWAY
 CZ2291'DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ2291'
 CZ2291'TO REACH BIANCO 2 FROM THE POST OFFICE IN CASA GRANDE GO NORTHEAST
 CZ2291'ON NORTH MARSHALL STREET FOR ONE BLOCK TO STATE HIGHWAY 84.  TURN
 CZ2291'LEFT AND GO WEST ON STATE HIGHWAY 84 FOR 4.3 MILES TO BIANCO ROAD.
 CZ2291'TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 2.5 MILES TO THE AZIMUTH
 CZ2291'MARK ON THE LEFT.  CONTINUE SOUTH ON BIANCO ROAD FOR 0.9 MILE TO
 CZ2291'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 CZ2291'INTERSECTION AT THE BIANCO ROAD EXIT.
 CZ2291'
 CZ2291'THE STATION MARKS ARE STANDARD DISKS STAMPED BIANCO 2 RM A 1971,
 CZ2291'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ2291'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 156 FEET
 CZ2291'SOUTH-SOUTHEAST OF THE SOUTH END GUARD RAIL POST TO BIANCO ROAD
 CZ2291'EXIT AND 104 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CZ2291'ATTACHED SET IN FENCE.  THE UNDERGROUND DISK IS ABOUT 42 INCHES
 CZ2291'UNDERGROUND.
 CZ2291'
 CZ2291'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0464 ***********************************************************************
 ER0464  DESIGNATION -  BIG
 ER0464  PID         -  ER0464
 ER0464  STATE/COUNTY-  AZ/APACHE
 ER0464  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0464
 ER0464                         *CURRENT SURVEY CONTROL
 ER0464  ___________________________________________________________________
 ER0464* NAD 83(1992)-  34 30 36.51630(N)    109 28 17.86598(W)     ADJUSTED  
 ER0464* NAVD 88     -      1818.3    (meters)    5966.     (feet)  VERTCON   
 ER0464  ___________________________________________________________________
 ER0464  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 ER0464  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0464
 ER0464  HORZ ORDER  -  SECOND
 ER0464
 ER0464.The horizontal coordinates were established by classical geodetic methods
 ER0464.and adjusted by the National Geodetic Survey in August 1993..
 ER0464
 ER0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0464
 ER0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0464
 ER0464.The geoid height was determined by GEOID03.
 ER0464
 ER0464;                    North         East     Units Scale Factor Converg.
 ER0464;SPC AZ E     -   389,456.181   277,178.657   MT  0.99995018   +0 23 37.6
 ER0464;SPC AZ E     - 1,277,743.38    909,378.80   iFT  0.99995018   +0 23 37.6
 ER0464;UTM  12      - 3,819,782.326   640,298.389   MT  0.99984262   +0 51 57.8
 ER0464
 ER0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0464!SPC AZ E     -   0.99971831  x   0.99995018  =   0.99966850
 ER0464!UTM  12      -   0.99971831  x   0.99984262  =   0.99956097
 ER0464
 ER0464|---------------------------------------------------------------------|
 ER0464| PID    Reference Object                     Distance      Geod. Az  |
 ER0464|                                                           dddmmss.s |
 ER0464| CD1626 BIG RM 1                             12.876 METERS 04809     |
 ER0464| ER0498 SHOE                                APPROX. 3.2 KM 2465049.8 |
 ER0464| CD1627 BIG RM 2                             12.948 METERS 30529     |
 ER0464|---------------------------------------------------------------------|
 ER0464
 ER0464                          SUPERSEDED SURVEY CONTROL
 ER0464
 ER0464  NAD 83(1986)-  34 30 36.51504(N)    109 28 17.87407(W) AD(       ) 2
 ER0464  NAD 27      -  34 30 36.39489(N)    109 28 15.48895(W) AD(       ) 2
 ER0464  NGVD 29 (07/19/86) 1817.5    (m)         5963.     (f) VERT ANG       
 ER0464
 ER0464.Superseded values are not recommended for survey control.
 ER0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0464.See file dsdata.txt to determine how the superseded data were derived.
 ER0464
 ER0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4029819782(NAD 83)
 ER0464_MARKER: DD = SURVEY DISK
 ER0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0464+STABILITY: SURFACE MOTION
 ER0464
 ER0464  HISTORY     - Date     Condition        Report By
 ER0464  HISTORY     - 1979     MONUMENTED       AZDT
 ER0464
 ER0464                          STATION DESCRIPTION
 ER0464
 ER0464'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0464'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ST. JOHNS AND 700 FEET
 ER0464'NORTH OF ARIZONA HIGHWAY 61 ON TOP OF A SMALL KNOLL.
 ER0464'
 ER0464'THE STATION MARK IS AN ADOT DISK STAMPED---BIG 1979---AND IS SET IN
 ER0464'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET SOUTH OF WITNESS
 ER0464'POST.
 ER0464'
 ER0464'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BIG RM 1 1979---AND IS SET
 ER0464'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0464'
 ER0464'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BIG RM 2 1979---AND IS SET
 ER0464'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0464'
 ER0464'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 666, 180 AND 61
 ER0464'IN ST. JOHNS, TRAVEL WEST ALONG ARIZONA HIGHWAY 61 FOR 6.3 MILES TO
 ER0464'MILE POST 380.38 AND A GATE AND CATTLE GUARD ON RIGHT.  CROSS CATTLE
 ER0464'GUARD AND TRAVEL NORTHEAST FOR 0.2 MILE TO A FENCE CORNER.  FOLLOW THE
 ER0464'EAST-WEST FENCE FOR 200 FEET TO TOP OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1461 ***********************************************************************
 DA1461  DESIGNATION -  BIG
 DA1461  PID         -  DA1461
 DA1461  STATE/COUNTY-  AZ/MARICOPA
 DA1461  USGS QUAD   -  BIG HORN (1979)
 DA1461
 DA1461                         *CURRENT SURVEY CONTROL
 DA1461  ___________________________________________________________________
 DA1461* NAD 83(1992)-  32 51 52.67971(N)    112 24 26.41977(W)     ADJUSTED  
 DA1461* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 DA1461  ___________________________________________________________________
 DA1461  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DA1461  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA1461
 DA1461  HORZ ORDER  -  THIRD
 DA1461
 DA1461.The horizontal coordinates were established by classical geodetic methods
 DA1461.and adjusted by the National Geodetic Survey in August 1993..
 DA1461
 DA1461.The orthometric height was scaled from a topographic map.
 DA1461
 DA1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1461
 DA1461.The geoid height was determined by GEOID03.
 DA1461
 DA1461;                    North         East     Units Scale Factor Converg.
 DA1461;SPC AZ C     -   206,847.134   167,439.575   MT  0.99992599   -0 15 58.6
 DA1461;SPC AZ C     -   678,632.33    549,342.44   iFT  0.99992599   -0 15 58.6
 DA1461;UTM  12      - 3,637,157.989   368,326.394   MT  0.99981378   -0 45 49.7
 DA1461
 DA1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1461!SPC AZ C     -   0.99992244  x   0.99992599  =   0.99984844
 DA1461!UTM  12      -   0.99992244  x   0.99981378  =   0.99973624
 DA1461
 DA1461|---------------------------------------------------------------------|
 DA1461| PID    Reference Object                     Distance      Geod. Az  |
 DA1461|                                                           dddmmss.s |
 DA1461| CH4365 BIG RM 2                             14.594 METERS 02150     |
 DA1461| CH4364 BIG RM 1                             16.057 METERS 07900     |
 DA1461| DA0120 BIG AZ MK                                          1123933.6 |
 DA1461|---------------------------------------------------------------------|
 DA1461
 DA1461                          SUPERSEDED SURVEY CONTROL
 DA1461
 DA1461  NAD 83(1986)-  32 51 52.67053(N)    112 24 26.42280(W) AD(       ) 3
 DA1461  NAD 27      -  32 51 52.51190(N)    112 24 23.89250(W) AD(       ) 3
 DA1461
 DA1461.Superseded values are not recommended for survey control.
 DA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1461.See file dsdata.txt to determine how the superseded data were derived.
 DA1461
 DA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6832637158(NAD 83)
 DA1461_MARKER: DS = TRIANGULATION STATION DISK
 DA1461_SETTING: 80 = SET IN A BOULDER
 DA1461_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1461
 DA1461  HISTORY     - Date     Condition        Report By
 DA1461  HISTORY     - 1960     MONUMENTED       CGS
 DA1461  HISTORY     - 1967     GOOD             AMS
 DA1461
 DA1461                          STATION DESCRIPTION
 DA1461
 DA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1461'THE STATION IS ABOUT 26 MILES WEST OF STANFIELD, 0.85 MILE
 DA1461'NORTHWEST OF THE BIG HORN SERVICE STATION, (ABANDONED) ABOUT
 DA1461'100 YARDS NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE
 DA1461'OF INTERSTATE HIGHWAY 8 AND ABOUT 70 YARDS NORTH OF THE
 DA1461'RIGHT-OF-WAY FENCE ON A ROCKY OUTCROP.
 DA1461'
 DA1461'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA1461'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 17.0
 DA1461'MILES TO THE VEKOL ROAD UNDER PASS, CONTINUE WEST ON INTERSTATE
 DA1461'HIGHWAY 8 FOR 8.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DA1461'WEST ON INTERSTATE HIGHWAY 8 FOR 0.9 MILE TO HIGHWAY MILE POST
 DA1461'NO. 139.  FROM HERE PACK NORTH FOR ABOUT 170 YARDS TO THE
 DA1461'FIRST ROCKY OUTCROP AND THE STATION.
 DA1461'
 DA1461'THE STATION MARK, STAMPED BIG 1960, IS A STANDARD DISK CEMENTED
 DA1461'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 DA1461'
 DA1461'REFERENCE MARK NO. 1, STAMPED BIG NO 1 1960, IS A STANDARD
 DA1461'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DA1461'
 DA1461'REFERENCE MARK NO. 2, STAMPED BIG NO 2 1960, IS A STANDARD
 DA1461'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DA1461'
 DA1461'THE AZIMUTH MARK, STAMPED BIG 1960, IS A STANDARD DISK SET
 DA1461'IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 DA1461'THAT PROJECTS 2 INCHES.  IT IS 0.05 MILE EAST OF THE BIG
 DA1461'HORN SERVICE STATION, (ABANDONED) 96 FEET SOUTH OF THE CENTER
 DA1461'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 8 AND
 DA1461'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 DA1461
 DA1461                          STATION RECOVERY (1967)
 DA1461
 DA1461'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA1461'STATION WAS RECOVERED AS DESCRIBED
 DA1461'
 DA1461'DESCRIPTION IS ADEQUATE.
 DA1461'
 DA1461'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 DA1461'
 DA1461'LISTED DIST R.M. NO 1 = 16.057 METERS
 DA1461'
 DA1461'R.M. NO 2 = 14.594 METERS
 DA1461'
 DA1461'CHECK DIST R.M. NO 1 = 16.040 METERS HOR.
 DA1461'
 DA1461'R.M. NO 2 = 14.573 METERS HOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0120 ***********************************************************************
 DA0120  DESIGNATION -  BIG AZ MK
 DA0120  PID         -  DA0120
 DA0120  STATE/COUNTY-  AZ/MARICOPA
 DA0120  USGS QUAD   -  BIG HORN (1979)
 DA0120
 DA0120                         *CURRENT SURVEY CONTROL
 DA0120  ___________________________________________________________________
 DA0120* NAD 83(1986)-  32 51 32.     (N)    112 23 30.     (W)     SCALED    
 DA0120* NAVD 88     -       525.66   (+/-2cm)    1724.6    (feet)  VERTCON   
 DA0120  ___________________________________________________________________
 DA0120  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0120
 DA0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0120
 DA0120.The horizontal coordinates were scaled from a topographic map and have
 DA0120.an estimated accuracy of +/- 6 seconds.
 DA0120
 DA0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0120.The vertical order pertains to the NGVD 29 superseded value.
 DA0120
 DA0120.The geoid height was determined by GEOID03.
 DA0120
 DA0120;                    North         East    Units  Estimated Accuracy
 DA0120;SPC AZ C     -   206,200.      168,900.      MT  (+/- 180 meters Scaled)
 DA0120
 DA0120                          SUPERSEDED SURVEY CONTROL
 DA0120
 DA0120  NGVD 29 (??/??/92)  524.997  (m)         1722.43   (f) ADJ UNCH    2 0
 DA0120
 DA0120.Superseded values are not recommended for survey control.
 DA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0120.See file dsdata.txt to determine how the superseded data were derived.
 DA0120
 DA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB697365(NAD 83)
 DA0120_MARKER: DZ = AZIMUTH MARK DISK
 DA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0120_STAMPING: BIG 1960
 DA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0120+STABILITY: SURFACE MOTION
 DA0120
 DA0120  HISTORY     - Date     Condition        Report By
 DA0120  HISTORY     - 1960     MONUMENTED       CGS
 DA0120
 DA0120                          STATION DESCRIPTION
 DA0120
 DA0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0120'25.1 MI W FROM STANFIELD.
 DA0120'25.1 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0120'AND INTERSTATE HIGHWAY 8, 0.05 MILE EAST OF BIG HORN SERVICE STATION
 DA0120'(ABANDONED), 1 FOOT NORTH OF RIGHT-OF-WAY FENCE, 96 FEET SOUTH OF
 DA0120'CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE TOP OF
 DA0120'12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0909 ***********************************************************************
 ET0909  DESIGNATION -  BIG BUG
 ET0909  PID         -  ET0909
 ET0909  STATE/COUNTY-  AZ/YAVAPAI
 ET0909  USGS QUAD   -  CLEATOR (1974)
 ET0909
 ET0909                         *CURRENT SURVEY CONTROL
 ET0909  ___________________________________________________________________
 ET0909* NAD 83(1992)-  34 21 42.82571(N)    112 09 49.43865(W)     ADJUSTED  
 ET0909* NAVD 88     -      1292.4    (meters)    4240.     (feet)  VERTCON   
 ET0909  ___________________________________________________________________
 ET0909  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ET0909  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ET0909
 ET0909  HORZ ORDER  -  SECOND
 ET0909
 ET0909.The horizontal coordinates were established by classical geodetic methods
 ET0909.and adjusted by the National Geodetic Survey in August 1993..
 ET0909
 ET0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0909
 ET0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0909
 ET0909.The geoid height was determined by GEOID03.
 ET0909
 ET0909;                    North         East     Units Scale Factor Converg.
 ET0909;SPC AZ C     -   372,821.047   190,634.332   MT  0.99990636   -0 08 22.0
 ET0909;SPC AZ C     - 1,223,166.16    625,440.72   iFT  0.99990636   -0 08 22.0
 ET0909;UTM  12      - 3,802,896.919   392,986.980   MT  0.99974116   -0 39 24.8
 ET0909
 ET0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0909!SPC AZ C     -   0.99980136  x   0.99990636  =   0.99970774
 ET0909!UTM  12      -   0.99980136  x   0.99974116  =   0.99954257
 ET0909
 ET0909:                Primary Azimuth Mark                     Grid Az
 ET0909:SPC AZ C     -  CORDES JUNCTION                          128 13 03.2
 ET0909:UTM  12      -  CORDES JUNCTION                          128 44 06.0
 ET0909
 ET0909|---------------------------------------------------------------------|
 ET0909| PID    Reference Object                     Distance      Geod. Az  |
 ET0909|                                                           dddmmss.s |
 ET0909| ET0226 CORDES JUNCTION                     APPROX. 5.1 KM 1280441.2 |
 ET0909| CH2716 BIG BUG RM 1                         13.385 METERS 17711     |
 ET0909| CH2717 BIG BUG RM 2                         15.042 METERS 27601     |
 ET0909|---------------------------------------------------------------------|
 ET0909
 ET0909                          SUPERSEDED SURVEY CONTROL
 ET0909
 ET0909  NAD 83(1986)-  34 21 42.82099(N)    112 09 49.43790(W) AD(       ) 2
 ET0909  NAD 27      -  34 21 42.72357(N)    112 09 46.86453(W) AD(       ) 2
 ET0909  NGVD 29 (07/19/86) 1291.7    (m)         4238.     (f) VERT ANG       
 ET0909
 ET0909.Superseded values are not recommended for survey control.
 ET0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0909.See file dsdata.txt to determine how the superseded data were derived.
 ET0909
 ET0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9298702897(NAD 83)
 ET0909_MARKER: DD = SURVEY DISK
 ET0909_SETTING: 80 = SET IN A BOULDER
 ET0909_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0909+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0909
 ET0909  HISTORY     - Date     Condition        Report By
 ET0909  HISTORY     - 1969     MONUMENTED       USGS
 ET0909  HISTORY     - 1980     GOOD             AZDT
 ET0909  HISTORY     - 20000622 GOOD             AZDT
 ET0909
 ET0909                          STATION DESCRIPTION
 ET0909
 ET0909'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 ET0909'LOCATED ABOUT 4.5 MI. (AIRLINE) SE. OF MAYER.  4 MI. NW. OF CORDES
 ET0909'JUNCTION.  2.5 MI. S. OF COPPER MTN..  ABOUT 0.25 MI. E. OF STATE
 ET0909'HIGHWAY 69.  ON A BALD N.-S. RIDGE.  ABOUT 30 FT. E. OF A DIRT RD.
 ET0909'
 ET0909'TO REACH FROM THE POST OFFICE AT MAYER GO S. FOR 1.3 MI. TO STATE
 ET0909'HIGHWAY 69.  CONTINUE S. ALONG HIGHWAY FOR 2.4 MI. TO DIRT RD. LEFT
 ET0909'ENTERING GAME MANAGEMENT UNIT NO. 19.  CONTINUE ALONG DIRT RD. FOR
 ET0909'0.7 MI. TO Y-RD. RIGHT.  TAKE RIGHT FORK FOR 0.5 MI. TO STATION,
 ET0909'ABOUT 30 FT. W. OF RD.
 ET0909'
 ET0909'STATION MARK--A STANDARD USGS TABLET STAMPED BIG BUG ET 1969
 ET0909'CEMENTED IN A LARGE BOULDER, PROJECTING ABOUT 1 FT.
 ET0909'
 ET0909'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0909'NO 1 1969 ON A COPPERWELD ROD WITH A CONCRETE COLLAR, 3.2 FT. BELOW
 ET0909'STATION MARK.
 ET0909'
 ET0909'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0909'NO 2 1969 ON A COPPERWELD ROD WITH A CONCRETE COLLAR, 1.6 FT. BELOW
 ET0909'STATION MARK.
 ET0909
 ET0909                          STATION RECOVERY (1980)
 ET0909
 ET0909'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0909'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0909'DESCRIBED IN 1969.  AN ERROR WAS FOUND IN THE ROUTE TO THE STATION AND
 ET0909'A NEW ROUTE TO THE STATION FOLLOWS.
 ET0909'
 ET0909'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL EAST ON
 ET0909'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69, TURN RIGHT AND
 ET0909'TRAVEL SOUTHEAST ALONG SR 69 FOR 3.63 MILES TO A BLADED ROAD LEFT.
 ET0909'TURN LEFT FOR 0.77 MILE TO AN OLD ROAD ON THE RIGHT.  TURN RIGHT AND
 ET0909'GO EAST ALONG THE RIDGE FOR 0.67 MILE TO THE STATION ON THE RIGHT 54
 ET0909'FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 ET0909
 ET0909                          STATION RECOVERY (2000)
 ET0909
 ET0909'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1895 ***********************************************************************
 DV1895  DESIGNATION -  BIG HORN
 DV1895  PID         -  DV1895
 DV1895  STATE/COUNTY-  AZ/MARICOPA
 DV1895  USGS QUAD   -  LITTLE HORN PEAK (1990)
 DV1895
 DV1895                         *CURRENT SURVEY CONTROL
 DV1895  ___________________________________________________________________
 DV1895* NAD 83(1992)-  33 39 06.05330(N)    113 14 15.27890(W)     ADJUSTED  
 DV1895* NAVD 88     -       585.9    (meters)    1922.     (feet)  VERTCON   
 DV1895  ___________________________________________________________________
 DV1895  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV1895  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV1895
 DV1895  HORZ ORDER  -  FIRST
 DV1895
 DV1895.The horizontal coordinates were established by classical geodetic methods
 DV1895.and adjusted by the National Geodetic Survey in August 1993..
 DV1895
 DV1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1895
 DV1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1895
 DV1895.The geoid height was determined by GEOID03.
 DV1895
 DV1895;                    North         East     Units Scale Factor Converg.
 DV1895;SPC AZ C     -   294,805.185    90,840.139   MT  1.00008500   -0 43 55.4
 DV1895;SPC AZ C     -   967,208.61    298,031.95   iFT  1.00008500   -0 43 55.4
 DV1895;SPC AZ W     -   294,150.066   260,889.471   MT  0.99996117   +0 17 02.3
 DV1895;SPC AZ W     -   965,059.27    855,936.58   iFT  0.99996117   +0 17 02.3
 DV1895;UTM  12      - 3,725,782.095   292,504.476   MT  1.00013081   -1 14 25.4
 DV1895
 DV1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1895!SPC AZ C     -   0.99991286  x   1.00008500  =   0.99999785
 DV1895!SPC AZ W     -   0.99991286  x   0.99996117  =   0.99987403
 DV1895!UTM  12      -   0.99991286  x   1.00013081  =   1.00004366
 DV1895
 DV1895|---------------------------------------------------------------------|
 DV1895| PID    Reference Object                     Distance      Geod. Az  |
 DV1895|                                                           dddmmss.s |
 DV1895| CH2719 BIG HORN RM 1                        11.150 METERS 10705     |
 DV1895| DV1893 BIG HORN PEAK                       APPROX. 9.4 KM 1191804.5 |
 DV1895| CH2720 BIG HORN RM 2                        14.698 METERS 18308     |
 DV1895| DV1900 LOS ANGELES PHOENIX AWY BCN 28      APPROX.21.8 KM 2313618.0 |
 DV1895| CH2718 BIG HORN AZ MK                                     2344239.9 |
 DV1895|---------------------------------------------------------------------|
 DV1895
 DV1895                          SUPERSEDED SURVEY CONTROL
 DV1895
 DV1895  NAD 83(1986)-  33 39 06.04636(N)    113 14 15.28590(W) AD(       ) 1
 DV1895  NAD 27      -  33 39 05.92100(N)    113 14 12.59100(W) AD(       ) 1
 DV1895  NGVD 29 (07/19/86)  585.2    (m)         1920.     (f) VERT ANG       
 DV1895
 DV1895.Superseded values are not recommended for survey control.
 DV1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1895.See file dsdata.txt to determine how the superseded data were derived.
 DV1895
 DV1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9250425782(NAD 83)
 DV1895_MARKER: DS = TRIANGULATION STATION DISK
 DV1895_SETTING: 66 = SET IN ROCK OUTCROP
 DV1895
 DV1895  HISTORY     - Date     Condition        Report By
 DV1895  HISTORY     - 1948     MONUMENTED       CGS
 DV1895  HISTORY     - 1967     GOOD             AMS
 DV1895
 DV1895                          STATION DESCRIPTION
 DV1895
 DV1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1895'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE SOUTHEAST
 DV1895'OF SALOME AND ABOUT 20 MILES AIRLINE NORTHWEST OF TONOPAH
 DV1895'ON THE HIGHEST POINT OF A BUTTE THAT SLOPES GENTLY TO THE
 DV1895'WEST AND SOUTH AND DROPS OFF ABRUPTLY TO THE NORTH AND EAST.
 DV1895'THE STATION MARK IS SET FLUSH 10 FEET SOUTH OF THE NORTH RIM
 DV1895'AND 4 FEET SOUTHWEST OF A CAIRN.  IT IS STAMPED, BIG HORN
 DV1895'1948.
 DV1895'
 DV1895'REFERENCE MARK NO. 1 PROJECTS 12 INCHES, IS THE SAME ELEVATION
 DV1895'AS THE STATION MARK AND IS SET 10 FEET SOUTH OF THE NORTH RIM.
 DV1895'IT IS STAMPED, BIG HORN NO 1 1948.
 DV1895'
 DV1895'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS 2 FEET LOWER THAN
 DV1895'THE STATION MARK AND IS STAMPED, BIG HORN NO 2 1948.
 DV1895'
 DV1895'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE EAST HEADWALL
 DV1895'OF A CATTLE GUARD WHICH IS 1 FOOT HIGHER THAN THE ROADBED.
 DV1895'IT IS STAMPED, BIG HORN 1948.
 DV1895'
 DV1895'TO REACH THE STATION FROM SALOME.  GO SOUTH AND SOUTHEAST
 DV1895'ON THE ROAD TOWARD YAMPA FOR 24.8 MILES TO A ROAD LEFT AT
 DV1895'THE REMAINS OF AN OLD SIGN.  TURN LEFT, FOLLOW MAIN ROAD 2.9
 DV1895'MILES TO A CATTLE GUARD AND AZIMUTH MARK ON RIGHT.  CONTINUE
 DV1895'1.0 MILE TO A ROAD RIGHT.  TURN RIGHT, FOLLOW ROAD 1.7 MILE
 DV1895'TO END OF TRUCK TRAVEL.  WALK SOUTHERLY UP STEEP SLOPE TO
 DV1895'HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 DV1895
 DV1895                          STATION RECOVERY (1967)
 DV1895
 DV1895'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1895'DESCRIPTION ADEQUATE.
 DV1895'
 DV1895'CHECK DIST. TO R.M.S
 DV1895'
 DV1895'R.M. NO. 1 PUB. DIST. = 11.150 METERS CHECK = 11.152 (HOR)
 DV1895'
 DV1895'R.M. NO. 2 PUB. DIST = 14.698 METERS CHECK = 14.700 (HOR)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1467 ***********************************************************************
 DA1467  DESIGNATION -  BIG HORN
 DA1467  PID         -  DA1467
 DA1467  STATE/COUNTY-  AZ/MARICOPA
 DA1467  USGS QUAD   -  ESTRELLA (1979)
 DA1467
 DA1467                         *CURRENT SURVEY CONTROL
 DA1467  ___________________________________________________________________
 DA1467* NAD 83(1992)-  32 54 33.94029(N)    112 24 42.88426(W)     ADJUSTED  
 DA1467* NAVD 88     -       970.82   (+/-2cm)    3185.1    (feet)  VERTCON   
 DA1467  ___________________________________________________________________
 DA1467  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DA1467  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA1467
 DA1467  HORZ ORDER  -  SECOND
 DA1467  VERT ORDER  -  THIRD ? (See Below)
 DA1467
 DA1467.The horizontal coordinates were established by classical geodetic methods
 DA1467.and adjusted by the National Geodetic Survey in August 1993..
 DA1467
 DA1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1467.The vertical order pertains to the NGVD 29 superseded value.
 DA1467
 DA1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1467
 DA1467.The geoid height was determined by GEOID03.
 DA1467
 DA1467;                    North         East     Units Scale Factor Converg.
 DA1467;SPC AZ C     -   211,816.544   167,034.869   MT  0.99992645   -0 16 08.7
 DA1467;SPC AZ C     -   694,936.17    548,014.66   iFT  0.99992645   -0 16 08.7
 DA1467;UTM  12      - 3,642,130.171   367,964.923   MT  0.99981496   -0 46 02.0
 DA1467
 DA1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1467!SPC AZ C     -   0.99985242  x   0.99992645  =   0.99977888
 DA1467!UTM  12      -   0.99985242  x   0.99981496  =   0.99966740
 DA1467
 DA1467|---------------------------------------------------------------------|
 DA1467| PID    Reference Object                     Distance      Geod. Az  |
 DA1467|                                                           dddmmss.s |
 DA1467| CH4367 BIG HORN RM 2                         5.044 METERS 04047     |
 DA1467| CH4366 BIG HORN RM 1                         3.195 METERS 19547     |
 DA1467| CH6033 ROUTE 84 STA 920+00 POT                            1970248.2 |
 DA1467| CZ1211 T 85                                               2284821.3 |
 DA1467|---------------------------------------------------------------------|
 DA1467
 DA1467                          SUPERSEDED SURVEY CONTROL
 DA1467
 DA1467  NAD 83(1986)-  32 54 33.93136(N)    112 24 42.88743(W) AD(       ) 2
 DA1467  NAD 27      -  32 54 33.77550(N)    112 24 40.34769(W) AD(       ) 2
 DA1467  NGVD 29 (07/19/86)  970.14   (m)         3182.9    (f) LEVELING    3  
 DA1467
 DA1467.Superseded values are not recommended for survey control.
 DA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1467.See file dsdata.txt to determine how the superseded data were derived.
 DA1467
 DA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6796542130(NAD 83)
 DA1467_MARKER: DS = TRIANGULATION STATION DISK
 DA1467_SETTING: 66 = SET IN ROCK OUTCROP
 DA1467
 DA1467  HISTORY     - Date     Condition        Report By
 DA1467  HISTORY     - 1936     MONUMENTED       CGS
 DA1467  HISTORY     - 1949     POOR             USGS
 DA1467  HISTORY     - 1960     GOOD             CGS
 DA1467
 DA1467                          STATION DESCRIPTION
 DA1467
 DA1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1467'STATION IS ON THE HIGHEST PEAK IN A RANGE OR GROUP OF MOUNTAINS
 DA1467'ABOUT 3 MILES NORTH OF BIGHORN SERVICE STATION WHICH IS 37
 DA1467'MILES WEST OF CASA GRANDE ON STATE HIGHWAY NO. 84.  TO REACH
 DA1467'FROM BIGHORN SERVICE STATION, CONTINUE 4.3 MILES WEST AND
 DA1467'GO NORTHEAST ACROSS COUNTRY.  IT IS ON A HIGH ROCKY HOGBACK,
 DA1467'OVERLOOKING ALL THE MOUNTAINS IN THAT VICINITY EXCEPT ONE
 DA1467'ABOUT 4 MILES TO THE NORTHEAST.  MARKED BY A STANDARD BRONZE
 DA1467'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DA1467'BRONZE DISK, IS 3.200 METERS (10.50 FEET) FROM
 DA1467'STATION.  REFERENCE MARK NO. 2
 DA1467'A STANDARD BRONZE REFERENCE DISK, IS 5.025 METERS
 DA1467'(16.49 FEET) FROM STATION.  THE
 DA1467'AZIMUTH MARK IS U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DA1467'T 85, SET ON THE NORTH SIDE OF HIGHWAY NO. 84 AND ABOUT
 DA1467'0.3 MILE EAST OF THE POINT WHERE THE TRUCK ROUTE LEAVES
 DA1467'THE HIGHWAY TO GO ACROSS COUNTRY TO THE STATION.  THE AZIMUTH
 DA1467'MARK IS ABOUT 3 MILES FROM STATION S 48 DEG 48
 DA1467'MIN W.
 DA1467
 DA1467                          STATION RECOVERY (1949)
 DA1467
 DA1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1467'RECOVERED AS DESCRIBED BY NGS.  STATION MARK IN POOR CONDITION.
 DA1467
 DA1467                          STATION RECOVERY (1960)
 DA1467
 DA1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1467'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK,
 DA1467'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  BENCH
 DA1467'MARK T 85, USED AS THE AZIMUTH MARK IN 1936 WAS NOT FOUND.
 DA1467'AN ARIZONA HIGHWAY DEPARTMENT SURVEY HUB WAS USED AS AN AZIMUTH
 DA1467'MARK.  IT IS A 3-INCH ANGLE IRON STAKE WITH THE LEGEND P.O.
 DA1467'T 920-00 PAINTED ON IT.
 DA1467'
 DA1467'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1467'
 DA1467'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 DA1467'84 IN THE EAST PART OF GILA BEND BY GOING EASTERLY ON HIGHWAY
 DA1467'84 FOR 19.0 MILES TO A METAL GATE ON THE LEFT THIS IS 1.7
 DA1467'MILES WEST OF THE BIG HORN SERVICE STATION AND STORE MENTIONED
 DA1467'IN THE 1936 DESCRIPTION, TURN LEFT, PASSING THROUGH GATE,
 DA1467'AND FOLLOW TRACK ROAD NORTHERLY FOR 1.5 MILES TO END OF ROAD
 DA1467'AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 DA1467'NORTHERLY UP CANYON KEEPING TO THE WEST SIDE OF A DEEP WASH
 DA1467'TO NEAR THE HEAD OF THE CANYON, AT THE HEAD OF THE CANYON
 DA1467'THE STATION HILL IS ALMOST DUE WEST, PACK WEST TO HIGHEST
 DA1467'POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1893 ***********************************************************************
 DV1893  DESIGNATION -  BIG HORN PEAK
 DV1893  PID         -  DV1893
 DV1893  STATE/COUNTY-  AZ/MARICOPA
 DV1893  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1893
 DV1893                         *CURRENT SURVEY CONTROL
 DV1893  ___________________________________________________________________
 DV1893* NAD 83(1992)-  33 36 36.45320(N)    113 08 56.92888(W)     ADJUSTED  
 DV1893* NAVD 88     -                                                        
 DV1893  ___________________________________________________________________
 DV1893  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DV1893  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV1893
 DV1893  HORZ ORDER  -  THIRD
 DV1893
 DV1893.The horizontal coordinates were established by classical geodetic methods
 DV1893.and adjusted by the National Geodetic Survey in August 1993..
 DV1893
 DV1893
 DV1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1893
 DV1893.The geoid height was determined by GEOID03.
 DV1893
 DV1893;                    North         East     Units Scale Factor Converg.
 DV1893;SPC AZ C     -   290,094.759    98,988.024   MT  1.00006122   -0 40 56.3
 DV1893;SPC AZ C     -   951,754.46    324,763.86   iFT  1.00006122   -0 40 56.3
 DV1893;UTM  12      - 3,720,999.432   300,610.578   MT  1.00009015   -1 11 24.1
 DV1893
 DV1893                          SUPERSEDED SURVEY CONTROL
 DV1893
 DV1893  NAD 83(1986)-  33 36 36.44613(N)    113 08 56.93868(W) AD(       ) 4
 DV1893  NAD 27      -  33 36 36.19400(N)    113 08 54.13800(W) AD(       ) 3
 DV1893
 DV1893.Superseded values are not recommended for survey control.
 DV1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1893.See file dsdata.txt to determine how the superseded data were derived.
 DV1893
 DV1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0061120999(NAD 83)
 DV1893_MARKER: 03 = MOUNTAIN PEAK
 DV1893
 DV1893  HISTORY     - Date     Condition        Report By
 DV1893  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1893
 DV1893                          STATION DESCRIPTION
 DV1893
 DV1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1893'BIG HORN PEAK IS A PROMINENT, STEEP-SIDED, PYRAMID-SHAPED
 DV1893'PEAK WITH A CAIRN ON TOP.  IT IS ON THE NORTH SIDE OF THE
 DV1893'HARQUAHALA PLAINS AND ABOUT 23 MILES SOUTH OF AGUILTHE
 DV1893'HIGHEST PART WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0494 ***********************************************************************
 ER0494  DESIGNATION -  BIG KNOLL RESET
 ER0494  PID         -  ER0494
 ER0494  STATE/COUNTY-  AZ/APACHE
 ER0494  USGS QUAD   -  SALADO (1984)
 ER0494
 ER0494                         *CURRENT SURVEY CONTROL
 ER0494  ___________________________________________________________________
 ER0494* NAD 83(1992)-  34 28 50.49415(N)    109 24 21.68863(W)     ADJUSTED  
 ER0494* NAVD 88     -      1860.0    (meters)    6102.     (feet)  VERTCON   
 ER0494  ___________________________________________________________________
 ER0494  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 ER0494  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 ER0494
 ER0494  HORZ ORDER  -  SECOND
 ER0494
 ER0494.The horizontal coordinates were established by classical geodetic methods
 ER0494.and adjusted by the National Geodetic Survey in August 1993..
 ER0494
 ER0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0494
 ER0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0494
 ER0494.The geoid height was determined by GEOID03.
 ER0494
 ER0494;                    North         East     Units Scale Factor Converg.
 ER0494;SPC AZ E     -   386,232.765   283,227.208   MT  0.99996015   +0 25 50.3
 ER0494;SPC AZ E     - 1,267,167.86    929,223.12   iFT  0.99996015   +0 25 50.3
 ER0494;UTM  12      - 3,816,609.179   646,372.676   MT  0.99986409   +0 54 09.2
 ER0494
 ER0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0494!SPC AZ E     -   0.99971175  x   0.99996015  =   0.99967191
 ER0494!UTM  12      -   0.99971175  x   0.99986409  =   0.99957588
 ER0494
 ER0494:                Primary Azimuth Mark                     Grid Az
 ER0494:SPC AZ E     -  LANE                                     018 39 40.4
 ER0494:UTM  12      -  LANE                                     018 11 21.5
 ER0494
 ER0494|---------------------------------------------------------------------|
 ER0494| PID    Reference Object                     Distance      Geod. Az  |
 ER0494|                                                           dddmmss.s |
 ER0494| ER0462 LANE                                APPROX. 6.2 KM 0190530.7 |
 ER0494| CD1623 BIG KNOLL RM 2                        6.136 METERS 03454     |
 ER0494| CD1622 BIG KNOLL RM 1                        3.351 METERS 15450     |
 ER0494|---------------------------------------------------------------------|
 ER0494
 ER0494                          SUPERSEDED SURVEY CONTROL
 ER0494
 ER0494  NAD 83(1986)-  34 28 50.49306(N)    109 24 21.69656(W) AD(       ) 2
 ER0494  NAD 27      -  34 28 50.36031(N)    109 24 19.32358(W) AD(       ) 2
 ER0494  NGVD 29 (07/19/86) 1859.2    (m)         6100.     (f) VERT ANG       
 ER0494
 ER0494.Superseded values are not recommended for survey control.
 ER0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0494.See file dsdata.txt to determine how the superseded data were derived.
 ER0494
 ER0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4637316609(NAD 83)
 ER0494_MARKER: DD = SURVEY DISK
 ER0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0494+STABILITY: SURFACE MOTION
 ER0494
 ER0494  HISTORY     - Date     Condition        Report By
 ER0494  HISTORY     - 1954     MONUMENTED       USGS
 ER0494
 ER0494                          STATION DESCRIPTION
 ER0494
 ER0494'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ER0494'THE STATION IS LOCATED 2 MILES WEST AND 1.8 MILES SOUTH OF THE HIGH
 ER0494'SCHOOL IN ST. JOHNS.  IT IS ON TOP OF A SMALL LAVA HILL WHICH IS
 ER0494'SPARCELY COVERED WITH GRASS.
 ER0494'
 ER0494'THE STATION MARK IS A USGS DISK STAMPED---BIG KNOLL 1954 1958---AND IS
 ER0494'SET IN TOP OF A CONCRETE POST.
 ER0494'
 ER0494'REFERENCE MARK 1 IS A USGS DISK STAMPED---RM 1 1954---AND IS SET IN A
 ER0494'DRILL HOLE IN A BOULDER.
 ER0494'
 ER0494'REFERENCE MARK 2 IS A USGS DISK STAMPED---RM 2 1954---AND IS SET IN A
 ER0494'DRILL HOLE IN A BOULDER.
 ER0494'
 ER0494'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 180, 666 AND 61 IN
 ER0494'ST. JOHNS, TRAVEL WEST ALONG ARIZONA HIGHWAY 61 FOR 2.35 MILES TO MILE
 ER0494'POST 366.5.  TURN LEFT AND TRAVEL SOUTH ALONG A PAVED ROAD FOR 0.65
 ER0494'MILE TO END OF PAVEMENT AT A CATTLE GUARD, CONTINUE SOUTH ON DIRT ROAD
 ER0494'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  CROSS IRRIGATION DITCH AND TRAVEL
 ER0494'0.1 MILE TO A GATE.  PASS THROUGH GATE AND GO STRAIGHT AHEAD FOR 0.1
 ER0494'MILE TO A FORK AND CONCRETE IRRIGATION DITCH.  TURN LEFT AND TRAVEL
 ER0494'PARALLEL WITH DITCH FOR 0.2 MILE TO A 3-WAY FORK AT END OF DITCH.
 ER0494'TAKE MIDDLE FORK AND TRAVEL 0.1 MILE TO A FORK, TAKE LEFT FORK AND
 ER0494'TRAVEL 0.25 MILE TO TOP OF SMALL HILL AND A BARB WIRE FENCE.  PACE IN
 ER0494'A SOUTHERLY DIRECTION ABOUT 600 FEET TO TOP OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0731 ***********************************************************************
 DT0731  DESIGNATION -  BIG LAKE
 DT0731  PID         -  DT0731
 DT0731  STATE/COUNTY-  AZ/APACHE
 DT0731  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0731
 DT0731                         *CURRENT SURVEY CONTROL
 DT0731  ___________________________________________________________________
 DT0731* NAD 83(1992)-  33 51 43.89462(N)    109 23 28.43593(W)     ADJUSTED  
 DT0731* NAVD 88     -      2872.     (meters)    9423.     (feet)  SCALED    
 DT0731  ___________________________________________________________________
 DT0731  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0731  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0731
 DT0731  HORZ ORDER  -  SECOND
 DT0731
 DT0731.The horizontal coordinates were established by classical geodetic methods
 DT0731.and adjusted by the National Geodetic Survey in August 1993..
 DT0731
 DT0731.The orthometric height was scaled from a topographic map.
 DT0731
 DT0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0731
 DT0731.The geoid height was determined by GEOID03.
 DT0731
 DT0731;                    North         East     Units Scale Factor Converg.
 DT0731;SPC AZ E     -   317,640.199   285,107.486   MT  0.99996344   +0 25 55.5
 DT0731;SPC AZ E     - 1,042,126.64    935,392.01   iFT  0.99996344   +0 25 55.5
 DT0731;UTM  12      - 3,748,040.662   648,813.172   MT  0.99987300   +0 53 47.6
 DT0731
 DT0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0731!SPC AZ E     -   0.99955283  x   0.99996344  =   0.99951629
 DT0731!UTM  12      -   0.99955283  x   0.99987300  =   0.99942589
 DT0731
 DT0731                          SUPERSEDED SURVEY CONTROL
 DT0731
 DT0731  NAD 83(1986)-  33 51 43.89385(N)    109 23 28.44032(W) AD(       ) 2
 DT0731  NAD 27      -  33 51 43.71600(N)    109 23 26.13050(W) AD(       ) 2
 DT0731
 DT0731.Superseded values are not recommended for survey control.
 DT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0731.See file dsdata.txt to determine how the superseded data were derived.
 DT0731
 DT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4881348041(NAD 83)
 DT0731_MARKER: DD = SURVEY DISK
 DT0731_SETTING: 80 = SET IN A BOULDER
 DT0731_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0731+STABILITY: SURFACE MOTION
 DT0731
 DT0731  HISTORY     - Date     Condition        Report By
 DT0731  HISTORY     - 1958     MONUMENTED       USGS
 DT0731
 DT0731                          STATION DESCRIPTION
 DT0731
 DT0731'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DT0731'A GEOLOGICAL SURVEY BENCH MARK, NO STAMPING.
 DT0731'IT IS A STANDARD DISC SET IN A DRILL
 DT0731'HOLE IN AN IRREGULAR SHAPED BOULDER UNDER THE LOOKOUT TOWER,
 DT0731'IT PROJECTS ABOUT 3 FEET AND IS 6 FEET NORTHWEST OF THE
 DT0731'SOUTHEAST LEG OF THE TOWER.
 DT0731'
 DT0731'TO REACH FROM THE POST OFFICE IN MC NARY, GO NORTH FOR 1 BLOCK
 DT0731'TO STATE HIGHWAY 73, TURN RIGHT, EAST, ON HIGHWAY 73 AND
 DT0731'GO 17.15 MILES TO A T ROAD RIGHT, STATE HIGHWAY 273, TURN
 DT0731'RIGHT AND GO SOUTH ON GRADED ROAD FOR 8.5 MILES TO A FORKS
 DT0731'AT SHEEP CROSSING, KEEP LEFT AND GO SOUTHERLY FOR 4.8 MILES
 DT0731'TO A FORK AND SIGN, MAVERICK 21, KEEP LEFT FORK AND GO 2.35
 DT0731'MILES TO A FORK, TAKE RIGHT FORK AND GO 2.45 MILES TO A T ROAD
 DT0731'RIGHT, KEEP LEFT STRAIGHT AHEAD AND GO 0.65 MILE TO A FORK,
 DT0731'SIGN, CONCLIN RIDGE ROAD,
 DT0731'KEEP LEFT STRAIGHT AHEAD FOR 0.7 MILE TO A T
 DT0731'JUNCTION, TURN RIGHT AT SIGN, BUFFALO CROSSING 10, AND GO
 DT0731'0.15 MILE TO LOGGING ROAD, CROSS LOGGING ROAD AND GO SOUTH
 DT0731'FOR 0.25 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 DT0731'SOUTH FOR 0.6 MILE TO A FORK AND SIGN, BIG LAKE L.O., TAKE
 DT0731'RIGHT FORK AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK
 DT0731'AND GO 1.1 MILE TO END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0733 ***********************************************************************
 DT0733  DESIGNATION -  BIG LAKE
 DT0733  PID         -  DT0733
 DT0733  STATE/COUNTY-  AZ/APACHE
 DT0733  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0733
 DT0733                         *CURRENT SURVEY CONTROL
 DT0733  ___________________________________________________________________
 DT0733* NAD 83(1992)-  33 51 44.03284(N)    109 23 29.21827(W)     ADJUSTED  
 DT0733* NAVD 88     -      2872.1    (meters)    9423.     (feet)  VERTCON   
 DT0733  ___________________________________________________________________
 DT0733  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0733  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0733
 DT0733  HORZ ORDER  -  SECOND
 DT0733
 DT0733.The horizontal coordinates were established by classical geodetic methods
 DT0733.and adjusted by the National Geodetic Survey in August 1993..
 DT0733
 DT0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0733
 DT0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0733
 DT0733.The geoid height was determined by GEOID03.
 DT0733
 DT0733;                    North         East     Units Scale Factor Converg.
 DT0733;SPC AZ E     -   317,644.305   285,087.346   MT  0.99996340   +0 25 55.1
 DT0733;SPC AZ E     - 1,042,140.11    935,325.94   iFT  0.99996340   +0 25 55.1
 DT0733;UTM  12      - 3,748,044.605   648,793.001   MT  0.99987293   +0 53 47.2
 DT0733
 DT0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0733!SPC AZ E     -   0.99955284  x   0.99996340  =   0.99951626
 DT0733!UTM  12      -   0.99955284  x   0.99987293  =   0.99942583
 DT0733
 DT0733|---------------------------------------------------------------------|
 DT0733| PID    Reference Object                     Distance      Geod. Az  |
 DT0733|                                                           dddmmss.s |
 DT0733| DT0732 BIG LAKE LOOKOUT TOWER               21.150 METERS 09737     |
 DT0733| DT0731 BIG LAKE                             20.555 METERS 10157     |
 DT0733| CD1625 BIG LAKE RM 2                         6.111 METERS 18608     |
 DT0733| CD1624 BIG LAKE AZ MK                                     3465216.7 |
 DT0733|---------------------------------------------------------------------|
 DT0733
 DT0733                          SUPERSEDED SURVEY CONTROL
 DT0733
 DT0733  NAD 83(1986)-  33 51 44.03207(N)    109 23 29.22266(W) AD(       ) 2
 DT0733  NAD 27      -  33 51 43.85420(N)    109 23 26.91280(W) AD(       ) 2
 DT0733  NGVD 29 (07/19/86) 2870.9    (m)         9419.     (f) VERT ANG       
 DT0733
 DT0733.Superseded values are not recommended for survey control.
 DT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0733.See file dsdata.txt to determine how the superseded data were derived.
 DT0733
 DT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4879348045(NAD 83)
 DT0733_MARKER: DS = TRIANGULATION STATION DISK
 DT0733_SETTING: 0 = UNSPECIFIED SETTING
 DT0733
 DT0733  HISTORY     - Date     Condition        Report By
 DT0733  HISTORY     - 1958     MONUMENTED       CGS
 DT0733  HISTORY     - 1967     GOOD             AMS
 DT0733  HISTORY     - 1967     GOOD             CGS
 DT0733
 DT0733                          STATION DESCRIPTION
 DT0733
 DT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0733'STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHWEST OF SPRINGERVILLE,
 DT0733'12 MILES NORTHEAST OF MAVERICK, ON THE SAME HILL AS BIG LAKE
 DT0733'LOOKOUT TOWER IN THE APACHE NATIONAL FOREST.  IT IS A STANDARD
 DT0733'DISC BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE WHICH
 DT0733'PROJECTS 14 INCHES, 15 FEET EAST OF THE WEST EDGE OF CLIFF,
 DT0733'10 FEET SOUTH OF NORTH EDGE OF CLIFF, 4 FEET LOWER THAN THE
 DT0733'HIGHEST POINT AND IS STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'A GEOLOGICAL SURVEY BENCH MARK, NO STAMPING, WAS USED AS
 DT0733'REFERENCE MARK NUMBER 1.  IT IS A STANDARD DISC SET IN A DRILL
 DT0733'HOLE IN AN IRREGULAR SHAPED BOULDER UNDER THE LOOKOUT TOWER,
 DT0733'IT PROJECTS ABOUT 3 FEET AND IS 6 FEET NORTHWEST OF THE
 DT0733'SOUTHEAST LEG OF THE TOWER.
 DT0733'
 DT0733'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A DRILL HOLE
 DT0733'IN CAP ROCK WHICH IS ABOUT 5 FEET LOWER THAN THE STATION.
 DT0733'IT IS A ROUND SHAPED ROCK ABOUT 6 FEET IN DIAMETER, SEPERATED
 DT0733'FROM THE MAIN RIDGE AND FORMS PART OF A 20 FOOT CLIFF.  IT
 DT0733'IS STAMPED BIG LAKE NO 2 1958.
 DT0733'
 DT0733'AZIMUTH MARK IS A STANDARD DISC SET IN A DRILL HOLE IN A BOULDER
 DT0733'WHICH PROJECTS 3 INCHES.  IT IS 240 FEET WEST OF BIG LAKE
 DT0733'ROAD, 75 FEET NORTH OF CONCLIN RIDGE ROAD, 4 FEET SOUTH OF
 DT0733'A WITNESS POST AND IS STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'TO REACH FROM THE POST OFFICE IN MC NARY, GO NORTH FOR 1 BLOCK
 DT0733'TO STATE HIGHWAY 73, TURN RIGHT, EAST, ON HIGHWAY 73 AND
 DT0733'GO 17.15 MILES TO A T ROAD RIGHT, STATE HIGHWAY 273, TURN
 DT0733'RIGHT AND GO SOUTH ON GRADED ROAD FOR 8.5 MILES TO A FORKS
 DT0733'AT SHEEP CROSSING, KEEP LEFT AND GO SOUTHERLY FOR 4.8 MILES
 DT0733'TO A FORK AND SIGN, MAVERICK 21, KEEP LEFT FORK AND GO 2.35
 DT0733'MILES TO A FORK, TAKE RIGHT FORK AND GO 2.45 MILES TO A T ROAD
 DT0733'RIGHT, KEEP LEFT STRAIGHT AHEAD AND GO 0.65 MILE TO A FORK,
 DT0733'SIGN, CONCLIN RIDGE ROAD, THE AZIMUTH IS TO THE RIGHT AS
 DT0733'DESCRIBED, KEEP LEFT STRAIGHT AHEAD FOR 0.7 MILE TO A T
 DT0733'JUNCTION, TURN RIGHT AT SIGN, BUFFALO CROSSING 10, AND GO
 DT0733'0.15 MILE TO LOGGING ROAD, CROSS LOGGING ROAD AND GO SOUTH
 DT0733'FOR 0.25 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 DT0733'SOUTH FOR 0.6 MILE TO A FORK AND SIGN, BIG LAKE L.O., TAKE
 DT0733'RIGHT FORK AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK
 DT0733'AND GO 1.1 MILE TO END OF TRUCK TRAVEL.  PACK UP STEPS TO
 DT0733'TOWER, THENCE WEST OUT RIDGE ABOUT 25 YARDS TO STATION AS
 DT0733'DESCRIBED.
 DT0733
 DT0733                          STATION RECOVERY (1967)
 DT0733
 DT0733'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0733'STATION BIG LAKE IS LOCATED APPROXIMATELY 12.0 AIRMILES (NE)
 DT0733'OF MAVERICK AND APPROXIMATELY 28.5 AIRMILES (SE) OF MC NARY,
 DT0733'ARIZONA.
 DT0733'
 DT0733'TO REACH FROM POST OFFICE IN MC NARY GO (N) FOR ONE BLOCK TO
 DT0733'JCT. TURN RIGHT (E) ON HWY 73 AND GO 17.1 MI TO JCT OF HWY
 DT0733'73 AND 273, TURN RIGHT (S), FOLLOW HWY 273 FOR 19.2 MI TO A
 DT0733'FORK AND SIGN CONKLIN RIDGE RD AND AZIMUTH MARK, CONTINUE
 DT0733'STRAIGHT ON HWY 273 FOR 0.8 MI TO JCT AND A SIGN SPRINGERVILLE
 DT0733'23, BUFFALO CROSSING 10, AT THIS POINT TURN RIGHT (W) LEAVING
 DT0733'HWY 273 AND GO 0.4 MI TO ROAD ON LEFT AND SIGN THREE FORKS,
 DT0733'ALPINE, CONTINUE STRAIGHT FOR 0.6 MI TO A Y AND SIGN BIG LAKE
 DT0733'LOOKOUT, TURN RIGHT (SW) AND GO 0.1 MI TO A SECOND Y AND SIGN
 DT0733'BIG LAKE LOOKOUT, TURN RIGHT (W) AND GO 1.2 MI TO END OF
 DT0733'TRUCK TRAVEL.  PACK UP STEPS TO LOOKOUT TOWER AND THEN (W)
 DT0733'FOR APPROXIMATELY 20M TO STATION SITE.  PACK TIME 2 MIN.
 DT0733'
 DT0733'THE STATION IS LOCATED AT THE (W) END OF A BRUSHY E-W RIDGE
 DT0733'WITH LOOKOUT TOWER ON THE EAST END.
 DT0733'
 DT0733'THE STATION IS A STANDARD USC AND GS TRIANGULATION STATION
 DT0733'BRONZE DISK BRAZED TO THE TOP OF A 1-1/2 GALVANIZED PIPE
 DT0733'PROTRUDING 14 IN AND STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'A GEOLOGICAL SURVEY BM WITH NO STAMPING WAS USED AS RM 1.
 DT0733'IT IS CEMENTED IN A LARGE BOULDER PROTRUDING 3 FT AND IS
 DT0733'LOCATED NEAR THE (SW) LEG OF THE LOOKOUT TOWER.  FROM
 DT0733'THE STATION IT IS (E) ON A MAG AZ OF 101 DEG AT A DISTANCE
 DT0733'OF 20.560M AND A DE OF -0.12M.
 DT0733'
 DT0733'R.M. 2 IS A STANDARD USC AND GS R.M. DISK CEMENTED IN A
 DT0733'LARGE BOULDER APART FROM THE MAIN RIDGE AND STAMPED BIG LAKE
 DT0733'NO 2 1958.  FROM THE STATION IT IS (S) ON A NAG AZ OF 186 DEG
 DT0733'AT A DISTANCE OF 6.125M AND A DE OF -2.08M.
 DT0733'
 DT0733'AZ MK IS LOCATED AT THE INTERSECTION OF HWY 273 AND CONKLIN
 DT0733'RIDGE RD.  IT IS LOCATED 240 FT (W) OF HWY 273 (BIG LAKE RD)
 DT0733
 DT0733                          STATION RECOVERY (1967)
 DT0733
 DT0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DT0733'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DT0733'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DT0733'GOOD CONDITION.
 DT0733'
 DT0733'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DT0733'
 DT0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DT0733'SOUTH-SOUTHWEST OF SPRINGERVILLE, 12 MILES NORTH-NORTHEAST OF
 DT0733'MAVERICK AND ON THE SAME HILL AS THE BIG LAKE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0732 ***********************************************************************
 DT0732  DESIGNATION -  BIG LAKE LOOKOUT TOWER
 DT0732  PID         -  DT0732
 DT0732  STATE/COUNTY-  AZ/APACHE
 DT0732  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0732
 DT0732                         *CURRENT SURVEY CONTROL
 DT0732  ___________________________________________________________________
 DT0732* NAD 83(1992)-  33 51 43.94191(N)    109 23 28.40268(W)     ADJUSTED  
 DT0732* NAVD 88     -                                                        
 DT0732  ___________________________________________________________________
 DT0732  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0732  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0732
 DT0732  HORZ ORDER  -  THIRD
 DT0732
 DT0732.The horizontal coordinates were established by classical geodetic methods
 DT0732.and adjusted by the National Geodetic Survey in August 1993..
 DT0732
 DT0732
 DT0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0732
 DT0732.The geoid height was determined by GEOID03.
 DT0732
 DT0732;                    North         East     Units Scale Factor Converg.
 DT0732;SPC AZ E     -   317,641.662   285,108.329   MT  0.99996344   +0 25 55.5
 DT0732;SPC AZ E     - 1,042,131.44    935,394.78   iFT  0.99996344   +0 25 55.5
 DT0732;UTM  12      - 3,748,042.132   648,814.003   MT  0.99987301   +0 53 47.7
 DT0732
 DT0732                          SUPERSEDED SURVEY CONTROL
 DT0732
 DT0732  NAD 83(1986)-  33 51 43.93834(N)    109 23 28.40603(W) AD(       ) 4
 DT0732  NAD 27      -  33 51 43.76000(N)    109 23 26.09200(W) AD(       ) 3
 DT0732
 DT0732.Superseded values are not recommended for survey control.
 DT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0732.See file dsdata.txt to determine how the superseded data were derived.
 DT0732
 DT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4881448042(NAD 83)
 DT0732_MARKER: 57 = LOOKOUT TOWER
 DT0732
 DT0732  HISTORY     - Date     Condition        Report By
 DT0732  HISTORY     - 1958     FIRST OBSERVED   CGS
 DT0732
 DT0732                          STATION DESCRIPTION
 DT0732
 DT0732'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2130 ***********************************************************************
 DU2130  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2130  DESIGNATION -  BIG MAX
 DU2130  PID         -  DU2130
 DU2130  STATE/COUNTY-  AZ/PINAL
 DU2130  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2130
 DU2130                         *CURRENT SURVEY CONTROL
 DU2130  ___________________________________________________________________
 DU2130* NAD 83(1992)-  33 12 16.43859(N)    111 43 09.66665(W)     ADJUSTED  
 DU2130* NAVD 88     -       461.21   (meters)    1513.2    (feet)  GPS OBS   
 DU2130  ___________________________________________________________________
 DU2130  X           -  -1,977,028.270 (meters)                     COMP
 DU2130  Y           -  -4,963,172.483 (meters)                     COMP
 DU2130  Z           -   3,473,200.348 (meters)                     COMP
 DU2130  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DU2130  ELLIP HEIGHT-         431.52  (meters)          (01/27/00) GPS OBS
 DU2130  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU2130
 DU2130  HORZ ORDER  -  A
 DU2130  ELLP ORDER  -  FIRST     CLASS I
 DU2130
 DU2130.The horizontal coordinates were established by GPS observations
 DU2130.and adjusted by the National Geodetic Survey in January 2000..
 DU2130
 DU2130.The orthometric height was determined by GPS observations and a
 DU2130.high-resolution geoid model using precise GPS observation and
 DU2130.processing techniques.
 DU2130
 DU2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2130
 DU2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2130
 DU2130.The ellipsoidal height was determined by GPS observations
 DU2130.and is referenced to NAD 83.
 DU2130
 DU2130.The geoid height was determined by GEOID03.
 DU2130
 DU2130;                    North         East     Units Scale Factor Converg.
 DU2130;SPC AZ C     -   244,454.304   231,755.209   MT  0.99990417   +0 06 29.0
 DU2130;SPC AZ C     -   802,015.43    760,351.74   iFT  0.99990417   +0 06 29.0
 DU2130;UTM  12      - 3,674,196.042   432,955.939   MT  0.99965542   -0 23 38.2
 DU2130
 DU2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2130!SPC AZ C     -   0.99993226  x   0.99990417  =   0.99983643
 DU2130!UTM  12      -   0.99993226  x   0.99965542  =   0.99958770
 DU2130
 DU2130|---------------------------------------------------------------------|
 DU2130| PID    Reference Object                     Distance      Geod. Az  |
 DU2130|                                                           dddmmss.s |
 DU2130| CH4368 BIG MAX RM 1                         11.318 METERS 08140     |
 DU2130| DU2131 GILA BUTTE                          APPROX.14.4 KM 2475338.5 |
 DU2130| CH4369 BIG MAX RM 2                          6.129 METERS 35035     |
 DU2130|---------------------------------------------------------------------|
 DU2130
 DU2130                          SUPERSEDED SURVEY CONTROL
 DU2130
 DU2130  NAD 83(1992)-  33 12 16.43850(N)    111 43 09.66734(W) AD(       ) 2
 DU2130  NAD 83(1986)-  33 12 16.43237(N)    111 43 09.67039(W) AD(       ) 2
 DU2130  NAD 27      -  33 12 16.24053(N)    111 43 07.18676(W) AD(       ) 2
 DU2130  NGVD 29 (07/19/86)  460.5    (m)         1511.     (f) VERT ANG       
 DU2130
 DU2130.Superseded values are not recommended for survey control.
 DU2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2130.See file dsdata.txt to determine how the superseded data were derived.
 DU2130
 DU2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3295674196(NAD 83)
 DU2130_MARKER: DU = BOUNDARY MARKER
 DU2130_SETTING: 0 = UNSPECIFIED SETTING
 DU2130_STAMPING: AZDT BIG MAX 1975 P AND M GEODETIC SURVEY
 DU2130_MARK LOGO: AZDT  
 DU2130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2130+STABILITY: SURFACE MOTION
 DU2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2130+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DU2130
 DU2130  HISTORY     - Date     Condition        Report By
 DU2130  HISTORY     - 1975     MONUMENTED       AZDT
 DU2130  HISTORY     - 19981006 SEE DESCRIPTION  AZ-013
 DU2130  HISTORY     - 20000407 GOOD             MCDOT
 DU2130  HISTORY     - 20060824 GOOD             GEOCAC
 DU2130
 DU2130                          STATION DESCRIPTION
 DU2130
 DU2130'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2130'THE STATION IS ABOUT 5.8 MILES WEST SOUTHWEST OF QUEEN CREEK
 DU2130'AND 9.7 MILES EAST SOUTHEAST OF CHANDLER AND IS LOCATED ON A
 DU2130'SMALL ROCKY HILL ABOUT 400 FEET SOUTHEAST OF THE JUNCTION OF
 DU2130'HUNT HIGHWAY AND HIGLEY ROAD.
 DU2130'
 DU2130'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BIG MAX
 DU2130'1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP.  THE
 DU2130'STATION IS ON THE NORTHWEST CORNER OF A SMALL ROCKY HILL.
 DU2130'
 DU2130'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2130'BIG MAX 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2130'
 DU2130'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2130'2 BIG MAX 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2130'
 DU2130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87-93
 DU2130'AND U.S. HIGHWAY 60, 70, 80, 89 IN MESA, TRAVEL EAST ON U.S. HIGHWAY
 DU2130'60, 70, 80, 89 FOR 7 MILES TO HIGLEY ROAD, TURN SOUTH ON HIGLEY
 DU2130'ROAD AND GO SOUTH FOR 14.5 MILES TO THE INTERSECTION OF HUNT
 DU2130'HIGHWAY AND HIGLEY ROAD.  THE STATION IS ON A SMALL ROCKY HILL
 DU2130'ABOUT 400 FEET SOUTHEAST OF INTERSECTION.  ABOUT A 5 MINUTE
 DU2130'PACK.
 DU2130'
 DU2130'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2130
 DU2130                          STATION RECOVERY (1998)
 DU2130
 DU2130'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2130'NEAR CHANDLER HEIGHTS, ARIZONA.  RECOVERED AS DESCRIBED.
 DU2130
 DU2130                          STATION RECOVERY (2000)
 DU2130
 DU2130'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 DU2130'RECOVERED AS DESCRIBED.
 DU2130
 DU2130                          STATION RECOVERY (2006)
 DU2130
 DU2130'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0844 ***********************************************************************
 ES0844  DESIGNATION -  BIG PINE
 ES0844  PID         -  ES0844
 ES0844  STATE/COUNTY-  AZ/COCONINO
 ES0844  USGS QUAD   -  QUAYLE HILL (1971)
 ES0844
 ES0844                         *CURRENT SURVEY CONTROL
 ES0844  ___________________________________________________________________
 ES0844* NAD 83(1992)-  34 37 39.55115(N)    111 07 23.81445(W)     ADJUSTED  
 ES0844* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 ES0844  ___________________________________________________________________
 ES0844  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 ES0844  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0844
 ES0844  HORZ ORDER  -  SECOND
 ES0844
 ES0844.The horizontal coordinates were established by classical geodetic methods
 ES0844.and adjusted by the National Geodetic Survey in August 1993..
 ES0844
 ES0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0844
 ES0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0844
 ES0844.The geoid height was determined by GEOID03.
 ES0844
 ES0844;                    North         East     Units Scale Factor Converg.
 ES0844;SPC AZ C     -   402,557.451   286,106.762   MT  0.99996521   +0 27 03.1
 ES0844;SPC AZ C     - 1,320,726.55    938,670.48   iFT  0.99996521   +0 27 03.1
 ES0844;UTM  12      - 3,831,759.384   488,699.608   MT  0.99960157   -0 04 12.2
 ES0844
 ES0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0844!SPC AZ C     -   0.99967582  x   0.99996521  =   0.99964104
 ES0844!UTM  12      -   0.99967582  x   0.99960157  =   0.99927752
 ES0844
 ES0844:                Primary Azimuth Mark                     Grid Az
 ES0844:SPC AZ C     -  MACKS                                    066 54 58.9
 ES0844:UTM  12      -  MACKS                                    067 26 14.2
 ES0844
 ES0844|---------------------------------------------------------------------|
 ES0844| PID    Reference Object                     Distance      Geod. Az  |
 ES0844|                                                           dddmmss.s |
 ES0844| ES0866 MACKS                               APPROX. 1.0 KM 0672202.0 |
 ES0844| ES0869 NATIONAL                            APPROX. 0.9 KM 2634324.9 |
 ES0844|---------------------------------------------------------------------|
 ES0844
 ES0844                          SUPERSEDED SURVEY CONTROL
 ES0844
 ES0844  NAD 83(1986)-  34 37 39.54437(N)    111 07 23.81840(W) AD(       ) 2
 ES0844  NGVD 29 (07/10/87) 2088.5    (m)         6852.     (f) VERT ANG       
 ES0844
 ES0844.Superseded values are not recommended for survey control.
 ES0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0844.See file dsdata.txt to determine how the superseded data were derived.
 ES0844
 ES0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8870031759(NAD 83)
 ES0844_MARKER: DS = TRIANGULATION STATION DISK
 ES0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0844+STABILITY: SURFACE MOTION
 ES0844
 ES0844  HISTORY     - Date     Condition        Report By
 ES0844  HISTORY     - 1981     MONUMENTED       AZDT
 ES0844  HISTORY     - 19980813 GOOD             USPSQD
 ES0844
 ES0844                          STATION DESCRIPTION
 ES0844
 ES0844'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0844'THE STATION IS LOCATED 4 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0844'STATION ALONG ARIZONA HIGHWAY 87.
 ES0844'
 ES0844'THE STATION MARK IS AN AZDT DISK STAMPED---BIG PINE 1981---SET IN
 ES0844'TOP OF A 10 INCH CONCRETE MONUMENT 60 FEET SOUTH OF THE CENTERLINE OF
 ES0844'THE HIGHWAY AND 4 FEET SOUTHWEST OF A CAIRN.
 ES0844'
 ES0844'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0844'
 ES0844'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0844'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0844'CONTINUE NORTH ALONG THE HIGHWAY FOR 3.8 MILES TO A TRAIL ROAD LEADING
 ES0844'SOUTH, CONTINUE NORTH ALONG THE HIGHWAY FOR 0.2 MILE TO THE STATION ON
 ES0844'THE RIGHT AT MILEPOST 303.7.
 ES0844
 ES0844                          STATION RECOVERY (1998)
 ES0844
 ES0844'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1345 ***********************************************************************
 FS1345  DESIGNATION -  BIG VALLEY
 FS1345  PID         -  FS1345
 FS1345  STATE/COUNTY-  AZ/MOHAVE
 FS1345  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1345
 FS1345                         *CURRENT SURVEY CONTROL
 FS1345  ___________________________________________________________________
 FS1345* NAD 83(1992)-  35 25 10.07455(N)    114 16 34.64165(W)     ADJUSTED  
 FS1345* NAVD 88     -      1089.2    (meters)    3573.     (feet)  VERTCON   
 FS1345  ___________________________________________________________________
 FS1345  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FS1345  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS1345
 FS1345  HORZ ORDER  -  SECOND
 FS1345
 FS1345.The horizontal coordinates were established by classical geodetic methods
 FS1345.and adjusted by the National Geodetic Survey in August 1993..
 FS1345
 FS1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1345
 FS1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1345
 FS1345.The geoid height was determined by GEOID03.
 FS1345
 FS1345;                    North         East     Units Scale Factor Converg.
 FS1345;SPC AZ W     -   490,250.440   165,565.438   MT  0.99996147   -0 18 18.1
 FS1345;SPC AZ W     - 1,608,433.20    543,193.69   iFT  0.99996147   -0 18 18.1
 FS1345;UTM  11      - 3,922,969.926   747,298.907   MT  1.00035373   +1 34 45.7
 FS1345
 FS1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1345!SPC AZ W     -   0.99983352  x   0.99996147  =   0.99979500
 FS1345!UTM  11      -   0.99983352  x   1.00035373  =   1.00018720
 FS1345
 FS1345|---------------------------------------------------------------------|
 FS1345| PID    Reference Object                     Distance      Geod. Az  |
 FS1345|                                                           dddmmss.s |
 FS1345| CS4787 BIG VALLEY RM 1                      10.663 METERS 14916     |
 FS1345| CS4786 BIG VALLEY RM 2                      10.697 METERS 32939     |
 FS1345| FS1356 HILLSIDE                            APPROX. 1.8 KM 3341535.1 |
 FS1345|---------------------------------------------------------------------|
 FS1345
 FS1345                          SUPERSEDED SURVEY CONTROL
 FS1345
 FS1345  NAD 83(1986)-  35 25 10.07167(N)    114 16 34.63911(W) AD(       ) 2
 FS1345  NGVD 29 (11/23/90) 1088.4    (m)         3571.     (f) VERT ANG       
 FS1345
 FS1345.Superseded values are not recommended for survey control.
 FS1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1345.See file dsdata.txt to determine how the superseded data were derived.
 FS1345
 FS1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4729922970(NAD 83)
 FS1345_MARKER: DS = TRIANGULATION STATION DISK
 FS1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1345+STABILITY: SURFACE MOTION
 FS1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1345+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS1345
 FS1345  HISTORY     - Date     Condition        Report By
 FS1345  HISTORY     - 1981     MONUMENTED       AZDT
 FS1345  HISTORY     - 20051020 GOOD             NGS
 FS1345
 FS1345                          STATION DESCRIPTION
 FS1345
 FS1345'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1345'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF KINGMAN AND 4.5
 FS1345'MILES WEST OF CHLORIDE ALONG U.S. HIGHWAY 93.
 FS1345'
 FS1345'THE STATION MARK IS AN ADOT DISK STAMPED---BIG VALLEY 1981.  IT IS SET
 FS1345'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1345'CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1345'
 FS1345'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BIG VALLEY RM 1 1981.  IT
 FS1345'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1345'
 FS1345'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BIG VALLEY RM 2 1981.  IT
 FS1345'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1345'
 FS1345'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH
 FS1345'ALONG STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGH
 FS1345'ON U.S. 66 AND TRAVEL WEST FOR 2.3 MILES TO U.S. HIGHWAY 93 AND I 40
 FS1345'TRAFFIC INTERCHANGE, TRAVEL NORTH ALONG U.S. 93 FOR 18.35 MILES TO
 FS1345'GRASSHOPPER JUNCTION, CONTINUE NORTH ALONG U.S. 93 FOR 1.85 MILES TO
 FS1345'THE CREST OF A LOW RIDGE AND THE STATION ON THE LEFT AT MILE POST
 FS1345'50.95.
 FS1345
 FS1345                          STATION RECOVERY (2005)
 FS1345
 FS1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1345'ORIGINAL HWY LANES ARE NOW SOUTH-BOUND LANES OF 4-LANED US 93.  MARK
 FS1345'IS 0.1 MI SE OF ENTRANCE TO GRAVEL STORAGE YARD, 0.2 MI NW OF BIG WASH
 FS1345'ROAD AND IS AT DIVIDE BETWEEN DETRITAL AND SACRAMENTO VALLEYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0114 ***********************************************************************
 CZ0114  DESIGNATION -  BIG WASH AZ MK
 CZ0114  PID         -  CZ0114
 CZ0114  STATE/COUNTY-  AZ/PIMA
 CZ0114  USGS QUAD   -  ORO VALLEY (1981)
 CZ0114
 CZ0114                         *CURRENT SURVEY CONTROL
 CZ0114  ___________________________________________________________________
 CZ0114* NAD 83(1986)-  32 29 41.     (N)    110 55 43.     (W)     SCALED    
 CZ0114* NAVD 88     -       949.88   (+/-2cm)    3116.4    (feet)  VERTCON   
 CZ0114  ___________________________________________________________________
 CZ0114  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0114
 CZ0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0114
 CZ0114.The horizontal coordinates were scaled from a topographic map and have
 CZ0114.an estimated accuracy of +/- 6 seconds.
 CZ0114
 CZ0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0114.The vertical order pertains to the NGVD 29 superseded value.
 CZ0114
 CZ0114.The geoid height was determined by GEOID03.
 CZ0114
 CZ0114;                    North         East    Units  Estimated Accuracy
 CZ0114;SPC AZ C     -   166,150.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0114
 CZ0114                          SUPERSEDED SURVEY CONTROL
 CZ0114
 CZ0114  NGVD 29 (??/??/92)  949.182  (m)         3114.11   (f) ADJ UNCH    2 0
 CZ0114
 CZ0114.Superseded values are not recommended for survey control.
 CZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0114.See file dsdata.txt to determine how the superseded data were derived.
 CZ0114
 CZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067952(NAD 83)
 CZ0114_MARKER: DZ = AZIMUTH MARK DISK
 CZ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0114_SP_SET: MONUMENT
 CZ0114_STAMPING: BIG WASH 1936
 CZ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0114
 CZ0114  HISTORY     - Date     Condition        Report By
 CZ0114  HISTORY     - 1936     MONUMENTED       CGS
 CZ0114  HISTORY     - 1962     GOOD             NGS
 CZ0114
 CZ0114                          STATION DESCRIPTION
 CZ0114
 CZ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0114'15.6 MI SW FROM ORACLE.
 CZ0114'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0114'ORACLE TO ORACLE JUNCTION, THENCE 4.15 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0114'80 AND 89, 64 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 36 FEET EAST
 CZ0114'OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A METAL WITNESS POST WITH
 CZ0114'SIGN, A BRONZE DISK SET IN THE TOP OF A 6X6-INCH CONCRETE MONUMENT
 CZ0114'THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7441 ***********************************************************************
 AA7441  DESIGNATION -  BIG WASH RESET
 AA7441  PID         -  AA7441
 AA7441  STATE/COUNTY-  AZ/PIMA
 AA7441  USGS QUAD   -  ORACLE JUNCTION (1988)
 AA7441
 AA7441                         *CURRENT SURVEY CONTROL
 AA7441  ___________________________________________________________________
 AA7441* NAD 83(1992)-  32 30 03.79559(N)    110 55 35.19110(W)     ADJUSTED  
 AA7441* NAVD 88     -       956.78   (+/-2cm)    3139.0    (feet)  VERTCON   
 AA7441  ___________________________________________________________________
 AA7441  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 AA7441  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AA7441
 AA7441  HORZ ORDER  -  SECOND
 AA7441  VERT ORDER  -  THIRD ? (See Below)
 AA7441
 AA7441.The horizontal coordinates were established by classical geodetic methods
 AA7441.and adjusted by the National Geodetic Survey in August 1993..
 AA7441
 AA7441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7441.The vertical order pertains to the NGVD 29 superseded value.
 AA7441
 AA7441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7441
 AA7441.The geoid height was determined by GEOID03.
 AA7441
 AA7441;                    North         East     Units Scale Factor Converg.
 AA7441;SPC AZ C     -   166,856.053   306,409.690   MT  1.00000673   +0 31 55.6
 AA7441;SPC AZ C     -   547,428.00  1,005,281.14   iFT  1.00000673   +0 31 55.6
 AA7441;UTM  12      - 3,595,978.371   506,909.900   MT  0.99960059   +0 02 22.3
 AA7441
 AA7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7441!SPC AZ C     -   0.99985428  x   1.00000673  =   0.99986100
 AA7441!UTM  12      -   0.99985428  x   0.99960059  =   0.99945492
 AA7441
 AA7441|---------------------------------------------------------------------|
 AA7441| PID    Reference Object                     Distance      Geod. Az  |
 AA7441|                                                           dddmmss.s |
 AA7441| CC6092 BIG WASH RM 4                        14.324 METERS 00329     |
 AA7441| CZ0114 BIG WASH AZ MK                                     1765633.7 |
 AA7441| CZ0316 BIG WASH RM 3                        11.832 METERS 18329     |
 AA7441| CC6091 BIG WASH RM 2                        10.822 METERS 25014     |
 AA7441| CZ0315 BIG WASH RM 1                        17.310 METERS 35803     |
 AA7441|---------------------------------------------------------------------|
 AA7441
 AA7441                          SUPERSEDED SURVEY CONTROL
 AA7441
 AA7441  NAD 83(1986)-  32 30 03.79081(N)    110 55 35.18383(W) AD(       ) 2
 AA7441  NGVD 29 (07/19/86)  956.08   (m)         3136.7    (f) LEVELING    3  
 AA7441
 AA7441.Superseded values are not recommended for survey control.
 AA7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7441.See file dsdata.txt to determine how the superseded data were derived.
 AA7441
 AA7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0691095978(NAD 83)
 AA7441_MARKER: DS = TRIANGULATION STATION DISK
 AA7441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7441_STAMPING: BIG WASH 1936 1977
 AA7441_PROJECTION: FLUSH
 AA7441
 AA7441  HISTORY     - Date     Condition        Report By
 AA7441  HISTORY     - 1977     MONUMENTED       NGS
 AA7441  HISTORY     - 1980     GOOD             NGS
 AA7441  HISTORY     - 1983     GOOD             AZDT
 AA7441
 AA7441                          STATION DESCRIPTION
 AA7441
 AA7441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 AA7441'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 AA7441'REFERENCE MARK 1 WAS DESTROYED AND THE UNDERGROUND STATION MARK WAS
 AA7441'FOUND LOOSE IN THE BOTTOM OF A HOLE.  USING STATION LITA, REFERENCE
 AA7441'MARK 3 AND THE AZIMUTH MARK A GOOD UNDERGROUND MARK WAS RESET ON
 AA7441'THE ORIGINAL POSITION AND A NEW SURFACE STATION WAS SET.
 AA7441'
 AA7441'THE STATION MARK IS A STANDARD DISK STAMPED, BIG WASH 1936 1977.  IT
 AA7441'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AA7441'GROUND SURFACE.  IT IS 3-1/2 FEET SOUTHWEST OF THE WITNESS POST AND
 AA7441'3 FEET WEST OF THE WEST RIGHT OF WAY FENCE OF U.S. HIGHWAY 80.
 AA7441'
 AA7441'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BIG WASH NO 3 1936.  IT
 AA7441'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 10
 AA7441'INCHES.  IT IS 41 FEET SOUTH OF THE WITNESS POST AND 4 FEET WEST OF
 AA7441'THE RIGHT OF WAY FENCE LINE.
 AA7441'
 AA7441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, BIG WASH NO 4 1936
 AA7441'1977.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH
 AA7441'THE GROUND SURFACE AND EVEN WITH THE WEST EDGE OF THE RIGHT OF WAY
 AA7441'FENCE LINE.
 AA7441'
 AA7441'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BIG WASH 1936.  IT IS
 AA7441'SET IN TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 AA7441'IT IS 2 FEET NORTH OF THE WITNESS POST AND 63-1/2 FEET WEST OF THE
 AA7441'CENTER LINE OF THE HIGHWAY.
 AA7441'
 AA7441'TO REACH THE STATION FROM THE EXXON SERVICE STATION OR CAFE IN THE
 AA7441'SMALL TOWN OF CATALINA, CROSS THE HIGHWAY TO THE WEST RIGHT OF WAY
 AA7441'FENCE AND THE STATION.
 AA7441'
 AA7441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CATALINA.
 AA7441'
 AA7441'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AA7441
 AA7441                          STATION RECOVERY (1980)
 AA7441
 AA7441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 AA7441'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED, AS DESCRIBED,
 AA7441'IN GOOD CONDITION.
 AA7441'
 AA7441'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.
 AA7441
 AA7441                          STATION RECOVERY (1983)
 AA7441
 AA7441'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 AA7441'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AA7441'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 AA7441'
 AA7441'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL NORTH ON
 AA7441'U.S. HIGHWAY 89 FOR 0.1 MILE TO THE STATION ON THE LEFT AT MILE POST
 AA7441'87.1.  THE STATION IS 102 FEET WEST OF THE CENTER LINE OF U.S. 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0315 ***********************************************************************
 CZ0315  DESIGNATION -  BIG WASH RM 1
 CZ0315  PID         -  CZ0315
 CZ0315  STATE/COUNTY-  AZ/PIMA
 CZ0315  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0315
 CZ0315                         *CURRENT SURVEY CONTROL
 CZ0315  ___________________________________________________________________
 CZ0315* NAD 83(1986)-  32 30 03.     (N)    110 55 35.     (W)     SCALED    
 CZ0315* NAVD 88     -       956.87   (+/-2cm)    3139.3    (feet)  VERTCON   
 CZ0315  ___________________________________________________________________
 CZ0315  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0315
 CZ0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0315
 CZ0315.The horizontal coordinates were scaled from a topographic map and have
 CZ0315.an estimated accuracy of +/- 6 seconds.
 CZ0315
 CZ0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0315.The vertical order pertains to the NGVD 29 superseded value.
 CZ0315
 CZ0315.The geoid height was determined by GEOID03.
 CZ0315
 CZ0315;                    North         East    Units  Estimated Accuracy
 CZ0315;SPC AZ C     -   166,830.      306,420.      MT  (+/- 180 meters Scaled)
 CZ0315
 CZ0315                          SUPERSEDED SURVEY CONTROL
 CZ0315
 CZ0315  NGVD 29 (??/??/92)  956.166  (m)         3137.02   (f) ADJ UNCH    2 0
 CZ0315
 CZ0315.Superseded values are not recommended for survey control.
 CZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0315.See file dsdata.txt to determine how the superseded data were derived.
 CZ0315
 CZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA069959(NAD 83)
 CZ0315_MARKER: DR = REFERENCE MARK DISK
 CZ0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0315_SP_SET: MONUMENT
 CZ0315_STAMPING: BIG WASH NO 1 1936
 CZ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0315
 CZ0315  HISTORY     - Date     Condition        Report By
 CZ0315  HISTORY     - 1936     MONUMENTED       CGS
 CZ0315  HISTORY     - 1962     GOOD             NGS
 CZ0315
 CZ0315                          STATION DESCRIPTION
 CZ0315
 CZ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0315'15.2 MI SW FROM ORACLE.
 CZ0315'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0315'ORACLE TO ORACLE JUNCTION, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0315'80 AND 89, 105 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 55
 CZ0315'FEET NORTH OF A METAL WITNESS POST WITH SIGN, 4 1/2 FEET WEST OF A
 CZ0315'NORTH-SOUTH FENCE LINE, A BRONZE DISK SET IN THE TOP OF A 6X6-INCH
 CZ0315'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0316 ***********************************************************************
 CZ0316  DESIGNATION -  BIG WASH RM 3
 CZ0316  PID         -  CZ0316
 CZ0316  STATE/COUNTY-  AZ/PIMA
 CZ0316  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0316
 CZ0316                         *CURRENT SURVEY CONTROL
 CZ0316  ___________________________________________________________________
 CZ0316* NAD 83(1992)-  32 30 03.41220(N)    110 55 35.21859(W)     ADJUSTED  
 CZ0316* NAVD 88     -       956.21   (+/-2cm)    3137.2    (feet)  VERTCON   
 CZ0316  ___________________________________________________________________
 CZ0316  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CZ0316  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0316
 CZ0316  HORZ ORDER  -  SECOND
 CZ0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0316
 CZ0316.The horizontal coordinates were established by classical geodetic methods
 CZ0316.and adjusted by the National Geodetic Survey in August 1993..
 CZ0316.No horizontal observational check was made to the station.
 CZ0316
 CZ0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0316.The vertical order pertains to the NGVD 29 superseded value.
 CZ0316
 CZ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0316
 CZ0316.The geoid height was determined by GEOID03.
 CZ0316
 CZ0316;                    North         East     Units Scale Factor Converg.
 CZ0316;SPC AZ C     -   166,844.237   306,409.083   MT  1.00000673   +0 31 55.5
 CZ0316;SPC AZ C     -   547,389.23  1,005,279.14   iFT  1.00000673   +0 31 55.5
 CZ0316;UTM  12      - 3,595,966.565   506,909.191   MT  0.99960059   +0 02 22.3
 CZ0316
 CZ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0316!SPC AZ C     -   0.99985437  x   1.00000673  =   0.99986109
 CZ0316!UTM  12      -   0.99985437  x   0.99960059  =   0.99945501
 CZ0316
 CZ0316                          SUPERSEDED SURVEY CONTROL
 CZ0316
 CZ0316  NAD 83(1986)-  32 30 03.40751(N)    110 55 35.21135(W) AD(       ) 2
 CZ0316  NGVD 29 (??/??/92)  955.509  (m)         3134.87   (f) ADJ UNCH    2 0
 CZ0316
 CZ0316.Superseded values are not recommended for survey control.
 CZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0316.See file dsdata.txt to determine how the superseded data were derived.
 CZ0316
 CZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0690995967(NAD 83)
 CZ0316_MARKER: DR = REFERENCE MARK DISK
 CZ0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0316_SP_SET: MONUMENT
 CZ0316_STAMPING: BIG WASH NO 3 1962
 CZ0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0316
 CZ0316  HISTORY     - Date     Condition        Report By
 CZ0316  HISTORY     - 1962     MONUMENTED       CGS
 CZ0316
 CZ0316                          STATION DESCRIPTION
 CZ0316
 CZ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0316'15.2 MI SW FROM ORACLE.
 CZ0316'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0316'ORACLE TO ORACLE JUNCTION, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0316'80 AND 89, 104 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 41
 CZ0316'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2.8 FEET WEST OF A
 CZ0316'NORTH-SOUTH FENCE, A BRONZE DISK SET IN THE TOP OF A CYLINDRICAL
 CZ0316'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1710 ***********************************************************************
 CZ1710  DESIGNATION -  BIGELOW
 CZ1710  PID         -  CZ1710
 CZ1710  STATE/COUNTY-  AZ/PIMA
 CZ1710  USGS QUAD   -  MOUNT BIGELOW (1981)
 CZ1710
 CZ1710                         *CURRENT SURVEY CONTROL
 CZ1710  ___________________________________________________________________
 CZ1710* NAD 83(1992)-  32 24 55.71193(N)    110 42 51.84331(W)     ADJUSTED  
 CZ1710* NAVD 88     -      2606.6    (meters)    8552.     (feet)  VERTCON   
 CZ1710  ___________________________________________________________________
 CZ1710  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CZ1710  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CZ1710
 CZ1710  HORZ ORDER  -  THIRD
 CZ1710
 CZ1710.The horizontal coordinates were established by classical geodetic methods
 CZ1710.and adjusted by the National Geodetic Survey in August 1993..
 CZ1710
 CZ1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1710
 CZ1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1710
 CZ1710.The geoid height was determined by GEOID03.
 CZ1710
 CZ1710;                    North         East     Units Scale Factor Converg.
 CZ1710;SPC AZ C     -   157,570.739   326,442.845   MT  1.00005764   +0 38 40.4
 CZ1710;SPC AZ C     -   516,964.37  1,071,006.71   iFT  1.00005764   +0 38 40.4
 CZ1710;UTM  12      - 3,586,525.413   526,854.053   MT  0.99960889   +0 09 11.2
 CZ1710
 CZ1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1710!SPC AZ C     -   0.99959524  x   1.00005764  =   0.99965286
 CZ1710!UTM  12      -   0.99959524  x   0.99960889  =   0.99920429
 CZ1710
 CZ1710:                Primary Azimuth Mark                     Grid Az
 CZ1710:SPC AZ C     -  REEF ROCK LOOKOUT TOWER                  142 43 47.5
 CZ1710:UTM  12      -  REEF ROCK LOOKOUT TOWER                  143 13 16.7
 CZ1710
 CZ1710|---------------------------------------------------------------------|
 CZ1710| PID    Reference Object                     Distance      Geod. Az  |
 CZ1710|                                                           dddmmss.s |
 CZ1710| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.27.0 KM 1432227.9 |
 CZ1710| CZ1724 BIGELOW RM 1                         11.085 METERS 17638     |
 CZ1710| CZ1889 SIGNAL                              APPROX.33.6 KM 3550628.9 |
 CZ1710|---------------------------------------------------------------------|
 CZ1710
 CZ1710                          SUPERSEDED SURVEY CONTROL
 CZ1710
 CZ1710  NAD 83(1986)-  32 24 55.71254(N)    110 42 51.83965(W) AD(       ) 3
 CZ1710  NGVD 29 (05/20/88) 2605.7    (m)         8549.     (f) VERT ANG       
 CZ1710
 CZ1710.Superseded values are not recommended for survey control.
 CZ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1710.See file dsdata.txt to determine how the superseded data were derived.
 CZ1710
 CZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2685486525(NAD 83)
 CZ1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1710_SETTING: 80 = SET IN A BOULDER
 CZ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1710+STABILITY: SURFACE MOTION
 CZ1710
 CZ1710  HISTORY     - Date     Condition        Report By
 CZ1710  HISTORY     - 1946     MONUMENTED       USGS
 CZ1710  HISTORY     - 1946     GOOD             USGS
 CZ1710
 CZ1710                          STATION DESCRIPTION
 CZ1710
 CZ1710'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1710'RECOVERED IN GOOD CONDITION.  RM 2 NOT FOUND.
 CZ1710'
 CZ1710'LOCATED ABOUT 30 MI S. OF ORACLE, ABOUT 12 MI NE. OF TUCSON,
 CZ1710'ABOUT 0.2 MI N. OF PALISADES RANGER STAITON.  ON TOP OF BIGELOW
 CZ1710'PEAK, A PROMINENT PINE-TIMBERED PEAK IN SANTA CATALINA MTNS.
 CZ1710'
 CZ1710'TO REACH FROM ORACLE POST OFFICE, GO 35 MI S. ON MT. LEMON RD. TO
 CZ1710'PALISADES RANGER STATION ON RIGHT.  TAKE TRAIL NORTHERLY TO TOP OF
 CZ1710'MOUNTAIN, LOT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0924 ***********************************************************************
 ET0924  DESIGNATION -  BILBY
 ET0924  PID         -  ET0924
 ET0924  STATE/COUNTY-  AZ/MARICOPA
 ET0924  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0924
 ET0924                         *CURRENT SURVEY CONTROL
 ET0924  ___________________________________________________________________
 ET0924* NAD 83(1992)-  34 01 18.40509(N)    112 00 58.05093(W)     ADJUSTED  
 ET0924* NAVD 88     -      1638.7    (meters)    5376.     (feet)  VERTCON   
 ET0924  ___________________________________________________________________
 ET0924  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 ET0924  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 ET0924
 ET0924  HORZ ORDER  -  FIRST
 ET0924
 ET0924.The horizontal coordinates were established by classical geodetic methods
 ET0924.and adjusted by the National Geodetic Survey in August 1993..
 ET0924
 ET0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0924
 ET0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0924
 ET0924.The geoid height was determined by GEOID03.
 ET0924
 ET0924;                    North         East     Units Scale Factor Converg.
 ET0924;SPC AZ C     -   335,073.873   204,174.802   MT  0.99990104   -0 03 20.3
 ET0924;SPC AZ C     - 1,099,323.73    669,864.84   iFT  0.99990104   -0 03 20.3
 ET0924;UTM  12      - 3,765,036.294   406,185.136   MT  0.99970849   -0 34 06.9
 ET0924
 ET0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0924!SPC AZ C     -   0.99974718  x   0.99990104  =   0.99964825
 ET0924!UTM  12      -   0.99974718  x   0.99970849  =   0.99945575
 ET0924
 ET0924:                Primary Azimuth Mark                     Grid Az
 ET0924:SPC AZ C     -  COOK                                     093 56 22.2
 ET0924:UTM  12      -  COOK                                     094 27 08.8
 ET0924
 ET0924|---------------------------------------------------------------------|
 ET0924| PID    Reference Object                     Distance      Geod. Az  |
 ET0924|                                                           dddmmss.s |
 ET0924| ES1001 COOK                                APPROX.11.1 KM 0935301.9 |
 ET0924|---------------------------------------------------------------------|
 ET0924
 ET0924                          SUPERSEDED SURVEY CONTROL
 ET0924
 ET0924  NAD 83(1986)-  34 01 18.39909(N)    112 00 58.05471(W) AD(       ) 1
 ET0924  NAD 27      -  34 01 18.27300(N)    112 00 55.49900(W) AD(       ) 1
 ET0924  NGVD 29 (07/19/86) 1638.0    (m)         5374.     (f) VERT ANG       
 ET0924
 ET0924.Superseded values are not recommended for survey control.
 ET0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0924.See file dsdata.txt to determine how the superseded data were derived.
 ET0924
 ET0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0618565036(NAD 83)
 ET0924_MARKER: DS = TRIANGULATION STATION DISK
 ET0924_SETTING: 66 = SET IN ROCK OUTCROP
 ET0924_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0924+STABILITY: POSITION/ELEVATION WELL
 ET0924
 ET0924  HISTORY     - Date     Condition        Report By
 ET0924  HISTORY     - 1924     MONUMENTED       CGS
 ET0924
 ET0924                          STATION DESCRIPTION
 ET0924
 ET0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0924'ABOUT 40 MILES NORTH OF PHOENIX, 10 MILES SOUTHEAST OF CANYON,
 ET0924'7 MILES NORTHEAST OF SHEEP RANGER STATION ON NEW RIVER AND 9
 ET0924'MILES BY TRAIL NORTHEAST OF THE TT RANCH.  STATION IS ON A SHARP
 ET0924'PEAK BETWEEN NEW RIVER AND THE AGUA FRIA, AND LIES ABOUT
 ET0924'1-1/2 MILES SOUTH OF THE U.S. GEOLOGICAL SURVEY STATION NEW
 ET0924'RIVER, WHICH IS ON THE HIGHEST SUMMIT OF THE NEW RIVER
 ET0924'MOUNTAINS.  MARKED BY A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0890 ***********************************************************************
 ES0890  DESIGNATION -  BILGER
 ES0890  PID         -  ES0890
 ES0890  STATE/COUNTY-  AZ/NAVAJO
 ES0890  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0890
 ES0890                         *CURRENT SURVEY CONTROL
 ES0890  ___________________________________________________________________
 ES0890* NAD 83(1992)-  34 20 33.08623(N)    110 43 07.39082(W)     ADJUSTED  
 ES0890* NAVD 88     -      2248.6    (meters)    7377.     (feet)  VERTCON   
 ES0890  ___________________________________________________________________
 ES0890  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ES0890  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0890
 ES0890  HORZ ORDER  -  SECOND
 ES0890
 ES0890.The horizontal coordinates were established by classical geodetic methods
 ES0890.and adjusted by the National Geodetic Survey in August 1993..
 ES0890
 ES0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0890
 ES0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0890
 ES0890.The geoid height was determined by GEOID03.
 ES0890
 ES0890;                    North         East     Units Scale Factor Converg.
 ES0890;SPC AZ E     -   370,782.727   162,569.110   MT  0.99993179   -0 18 41.2
 ES0890;SPC AZ E     - 1,216,478.76    533,363.22   iFT  0.99993179   -0 18 41.2
 ES0890;SPC AZ C     -   371,294.757   323,577.811   MT  1.00004969   +0 40 33.2
 ES0890;SPC AZ C     - 1,218,158.65  1,061,606.99   iFT  1.00004969   +0 40 33.2
 ES0890;UTM  12      - 3,800,171.240   525,870.943   MT  0.99960825   +0 09 31.3
 ES0890
 ES0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0890!SPC AZ E     -   0.99965089  x   0.99993179  =   0.99958270
 ES0890!SPC AZ C     -   0.99965089  x   1.00004969  =   0.99970056
 ES0890!UTM  12      -   0.99965089  x   0.99960825  =   0.99925927
 ES0890
 ES0890:                Primary Azimuth Mark                     Grid Az
 ES0890:SPC AZ E     -  MIDDLE                                   069 00 47.1
 ES0890:SPC AZ C     -  MIDDLE                                   068 01 32.7
 ES0890:UTM  12      -  MIDDLE                                   068 32 34.6
 ES0890
 ES0890|---------------------------------------------------------------------|
 ES0890| PID    Reference Object                     Distance      Geod. Az  |
 ES0890|                                                           dddmmss.s |
 ES0890| ES0922 MIDDLE                              APPROX. 0.7 KM 0684205.9 |
 ES0890|---------------------------------------------------------------------|
 ES0890
 ES0890                          SUPERSEDED SURVEY CONTROL
 ES0890
 ES0890  NAD 83(1986)-  34 20 33.08025(N)    110 43 07.39561(W) AD(       ) 2
 ES0890  NGVD 29 (08/03/87) 2247.6    (m)         7374.     (f) VERT ANG       
 ES0890
 ES0890.Superseded values are not recommended for survey control.
 ES0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0890.See file dsdata.txt to determine how the superseded data were derived.
 ES0890
 ES0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2587100171(NAD 83)
 ES0890_MARKER: DS = TRIANGULATION STATION DISK
 ES0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0890+STABILITY: SURFACE MOTION
 ES0890
 ES0890  HISTORY     - Date     Condition        Report By
 ES0890  HISTORY     - 1984     MONUMENTED       AZDT
 ES0890  HISTORY     - 19971011 GOOD             USPSQD
 ES0890
 ES0890                          STATION DESCRIPTION
 ES0890
 ES0890'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0890'THE STATION IS LOCATED 9 MILE SOUTHWEST OF HEBER ALONG THE NORTH SIDE
 ES0890'OF STATE ROUTE 260.
 ES0890'
 ES0890'THE STATION MARK IS AN AZDT DISK STAMPED---BILGER 1984---.  IT IS SET
 ES0890'IN TOP OF A 10 INCH CONCRETE MONUMENT 75 FEET SOUTHEAST OF THE RIGHT
 ES0890'OF WAY FENCE, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 ES0890'4 FEET NORTHWEST OF THE WITNESS POST.
 ES0890'
 ES0890'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0890'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 10.7 MILES TO
 ES0890'MILE POST 293.35 AND THE STATION ON THE RIGHT.
 ES0890
 ES0890                          STATION RECOVERY (1997)
 ES0890
 ES0890'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0710 ***********************************************************************
 FQ0710  DESIGNATION -  BILL
 FQ0710  PID         -  FQ0710
 FQ0710  STATE/COUNTY-  AZ/COCONINO
 FQ0710  USGS QUAD   -  EBERT MTN (1989)
 FQ0710
 FQ0710                         *CURRENT SURVEY CONTROL
 FQ0710  ___________________________________________________________________
 FQ0710* NAD 83(1992)-  35 35 52.33485(N)    111 59 42.43558(W)     ADJUSTED  
 FQ0710* NAVD 88     -      1935.6    (meters)    6350.     (feet)  VERTCON   
 FQ0710  ___________________________________________________________________
 FQ0710  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 FQ0710  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0710
 FQ0710  HORZ ORDER  -  SECOND
 FQ0710
 FQ0710.The horizontal coordinates were established by classical geodetic methods
 FQ0710.and adjusted by the National Geodetic Survey in August 1993..
 FQ0710
 FQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0710
 FQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0710
 FQ0710.The geoid height was determined by GEOID03.
 FQ0710
 FQ0710;                    North         East     Units Scale Factor Converg.
 FQ0710;SPC AZ C     -   509,901.826   206,251.242   MT  0.99990062   -0 02 44.4
 FQ0710;SPC AZ C     - 1,672,906.25    676,677.30   iFT  0.99990062   -0 02 44.4
 FQ0710;UTM  12      - 3,939,803.633   409,857.525   MT  0.99970013   -0 34 45.5
 FQ0710
 FQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0710!SPC AZ C     -   0.99969991  x   0.99990062  =   0.99960056
 FQ0710!UTM  12      -   0.99969991  x   0.99970013  =   0.99940013
 FQ0710
 FQ0710|---------------------------------------------------------------------|
 FQ0710| PID    Reference Object                     Distance      Geod. Az  |
 FQ0710|                                                           dddmmss.s |
 FQ0710| CH2724 BILL RM 1                            13.183 METERS 10701     |
 FQ0710| FR0845 HOCTOR                              APPROX. 6.9 KM 2830707.1 |
 FQ0710| CH2725 BILL RM 2                            13.172 METERS 28657     |
 FQ0710|---------------------------------------------------------------------|
 FQ0710
 FQ0710                          SUPERSEDED SURVEY CONTROL
 FQ0710
 FQ0710  NAD 83(1986)-  35 35 52.33291(N)    111 59 42.43143(W) AD(       ) 2
 FQ0710  NAD 27      -  35 35 52.34061(N)    111 59 39.85382(W) AD(       ) 2
 FQ0710  NGVD 29 (07/19/86) 1934.7    (m)         6347.     (f) VERT ANG       
 FQ0710
 FQ0710.Superseded values are not recommended for survey control.
 FQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0710.See file dsdata.txt to determine how the superseded data were derived.
 FQ0710
 FQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0985839804(NAD 83)
 FQ0710_MARKER: DD = SURVEY DISK
 FQ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0710+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FQ0710
 FQ0710  HISTORY     - Date     Condition        Report By
 FQ0710  HISTORY     - 1975     MONUMENTED       AZDT
 FQ0710  HISTORY     - 20000715 GOOD             AZDT
 FQ0710
 FQ0710                          STATION DESCRIPTION
 FQ0710
 FQ0710'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FQ0710'THE STATION IS ABOUT 27 MILES NORTHEAST OF WILLIAMS AND ABOUT 10
 FQ0710'MILES SOUTHEAST OF THE JUNCTION OF U.S. 180 AND STATE ROUTE
 FQ0710'64, ABOUT 0.4 MILE TO THE LEFT OF U.S. 180 ON A RIDGE.
 FQ0710'
 FQ0710'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL 1975
 FQ0710'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.3
 FQ0710'FEET.  THE STATION IS 0.4 MILE NORTH OF U.S. 180 AND LOCATED ON TOP
 FQ0710'OF A RIDGE 3 FEET SOUTH OF WITNESS POST AND SIGN.
 FQ0710'
 FQ0710'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL RM
 FQ0710'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0710'
 FQ0710'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL RM
 FQ0710'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0710'
 FQ0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND STATE
 FQ0710'ROUTE 64 (2 MILES EAST OF WILLIAMS) GO NORTH ON STATE ROUTE 64 TO
 FQ0710'JUNCTION WITH U.S. 180, TURN RIGHT, SOUTHEAST, ON U.S. 180 AND GO
 FQ0710'TO MILE POST 256.38 (JUST BEFORE A CURVE TO THE RIGHT).  TURN
 FQ0710'LEFT, NORTH, ON A DIM TRACK ROAD THROUGH CEDARS FOR 0.4 MILES TO
 FQ0710'THE TOP OF RIDGE AND THE STATION.
 FQ0710
 FQ0710                          STATION RECOVERY (2000)
 FQ0710
 FQ0710'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FQ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2103 ***********************************************************************
 DU2103  DESIGNATION -  BILLY
 DU2103  PID         -  DU2103
 DU2103  STATE/COUNTY-  AZ/MARICOPA
 DU2103  USGS QUAD   -  HIGLEY (1981)
 DU2103
 DU2103                         *CURRENT SURVEY CONTROL
 DU2103  ___________________________________________________________________
 DU2103* NAD 83(1992)-  33 19 10.68721(N)    111 38 07.32166(W)     ADJUSTED  
 DU2103* NAVD 88     -       422.57   (+/-2cm)    1386.4    (feet)  VERTCON   
 DU2103  ___________________________________________________________________
 DU2103  X           -  -1,967,158.410 (meters)                     COMP
 DU2103  Y           -  -4,959,528.549 (meters)                     COMP
 DU2103  Z           -   3,483,851.551 (meters)                     COMP
 DU2103  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DU2103  ELLIP HEIGHT-         393.47  (meters)          (06/11/02) GPS OBS
 DU2103  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2103
 DU2103  HORZ ORDER  -  SECOND
 DU2103  VERT ORDER  -  THIRD ? (See Below)
 DU2103  ELLP ORDER  -  FOURTH    CLASS II
 DU2103
 DU2103.The horizontal coordinates were established by classical geodetic methods
 DU2103.and adjusted by the National Geodetic Survey in August 1993..
 DU2103
 DU2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2103.The vertical order pertains to the NGVD 29 superseded value.
 DU2103
 DU2103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2103
 DU2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2103
 DU2103.The ellipsoidal height was determined by GPS observations
 DU2103.and is referenced to NAD 83.
 DU2103
 DU2103.The geoid height was determined by GEOID03.
 DU2103
 DU2103;                    North         East     Units Scale Factor Converg.
 DU2103;SPC AZ C     -   257,233.208   239,550.571   MT  0.99990845   +0 09 16.3
 DU2103;SPC AZ C     -   843,940.97    785,927.07   iFT  0.99990845   +0 09 16.3
 DU2103;UTM  12      - 3,686,902.782   440,861.103   MT  0.99964312   -0 20 56.5
 DU2103
 DU2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2103!SPC AZ C     -   0.99993823  x   0.99990845  =   0.99984669
 DU2103!UTM  12      -   0.99993823  x   0.99964312  =   0.99958137
 DU2103
 DU2103|---------------------------------------------------------------------|
 DU2103| PID    Reference Object                     Distance      Geod. Az  |
 DU2103|                                                           dddmmss.s |
 DU2103| CH4370 BILLY RM 1                           12.421 METERS 00116     |
 DU2103| CH4371 BILLY RM 2                           12.503 METERS 17617     |
 DU2103| DU2109 DOUBLE 2                            APPROX.10.8 KM 3510013.6 |
 DU2103|---------------------------------------------------------------------|
 DU2103
 DU2103                          SUPERSEDED SURVEY CONTROL
 DU2103
 DU2103  ELLIP H (08/23/93)  393.53   (m)                       GP(       ) 4 2
 DU2103  NAD 83(1986)-  33 19 10.68203(N)    111 38 07.32540(W) AD(       ) 2
 DU2103  NAD 27      -  33 19 10.50096(N)    111 38 04.84568(W) AD(       ) 2
 DU2103  NGVD 29 (09/11/89)  422.06   (m)         1384.7    (f) LEVELING    3  
 DU2103
 DU2103.Superseded values are not recommended for survey control.
 DU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2103.See file dsdata.txt to determine how the superseded data were derived.
 DU2103
 DU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4086186903(NAD 83)
 DU2103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2103+STABILITY: SURFACE MOTION
 DU2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2103+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2103
 DU2103  HISTORY     - Date     Condition        Report By
 DU2103  HISTORY     - 1975     MONUMENTED       AZDT
 DU2103  HISTORY     - 1976     GOOD             AZDT
 DU2103  HISTORY     - 1979     GOOD             NGS
 DU2103  HISTORY     - 1986     GOOD             AZDT
 DU2103
 DU2103                          STATION DESCRIPTION
 DU2103
 DU2103'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2103'THE STATION IS ABOUT 4.9 MILES NORTH OF QUEEN CREEK AND 13
 DU2103'MILES SOUTHEAST OF MESA ALONG THE EAST SIDE OF ELLSWORTH ROAD
 DU2103'NEAR THE GMC PROVING GROUNDS.
 DU2103'
 DU2103'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BILLY
 DU2103'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2103'MARK IS 597 FEET SOUTH OF CONCRETE LINED FLOOD CONTROL DITCH
 DU2103'WHICH IS AT THE SOUTHWEST CORNER OF THE G.M.C. PROVING GROUND
 DU2103'CHAIN LINK FENCE, 45.7 FEET EAST OF CENTERLINE OF ELLSWORTH RD.,
 DU2103'4 FEET WEST OF RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS
 DU2103'POST AND SIGN 2.6 FEET EAST.
 DU2103'
 DU2103'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2103'BILLY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2103'MONUMENT.  THE MARK IS 48 FEET EAST OF THE CENTERLINE OF
 DU2103'ELLSWORTH ROAD AND 2-1/2 FEET WEST OF RIGHT-OF-WAY FENCE.
 DU2103'
 DU2103'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2103'BILLY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2103'MONUMENT.  THE MARK IS 48 FEET EAST OF CENTERLINE OF ELLSWORTH
 DU2103'ROAD AND 2 FEET WEST OF RIGHT-OF-WAY FENCE.
 DU2103'
 DU2103'TO REACH THE STATION FROM QUEEN CREEK, GO NORTH ON ELLSWORTH
 DU2103'ROAD FOR 4.9 MILES TO STATION ON THE RIGHT (EAST) JUST SOUTH OF
 DU2103'CHAIN LINK FENCE AT THE SOUTHWEST CORNER OF THE GMC PROVING
 DU2103'GROUNDS.
 DU2103'
 DU2103'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2103
 DU2103                          STATION RECOVERY (1979)
 DU2103
 DU2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2103'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 DU2103'CONDITION AS ORIGINALLY DESCRIBED.
 DU2103'
 DU2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2103'2.5 MILES EAST-NORTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2103
 DU2103                          STATION RECOVERY (1986)
 DU2103
 DU2103'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2103'THE STATION WAS RECOVERED AT THIS DATE.
 DU2103'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2103'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1195 ***********************************************************************
 CY1195  DESIGNATION -  BIRD
 CY1195  PID         -  CY1195
 CY1195  STATE/COUNTY-  AZ/COCHISE
 CY1195  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1195
 CY1195                         *CURRENT SURVEY CONTROL
 CY1195  ___________________________________________________________________
 CY1195* NAD 83(1992)-  32 08 41.50253(N)    109 59 10.57662(W)     ADJUSTED  
 CY1195* NAVD 88     -      1443.     (meters)    4734.     (feet)  SCALED    
 CY1195  ___________________________________________________________________
 CY1195  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CY1195  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY1195
 CY1195  HORZ ORDER  -  SECOND
 CY1195
 CY1195.The horizontal coordinates were established by classical geodetic methods
 CY1195.and adjusted by the National Geodetic Survey in August 1993..
 CY1195
 CY1195.The orthometric height was scaled from a topographic map.
 CY1195
 CY1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1195
 CY1195.The geoid height was determined by GEOID03.
 CY1195
 CY1195;                    North         East     Units Scale Factor Converg.
 CY1195;SPC AZ E     -   126,943.119   230,377.582   MT  0.99990357   +0 05 45.5
 CY1195;SPC AZ E     -   416,480.05    755,831.96   iFT  0.99990357   +0 05 45.5
 CY1195;UTM  12      - 3,556,942.737   595,603.424   MT  0.99971271   +0 32 21.9
 CY1195
 CY1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1195!SPC AZ E     -   0.99977777  x   0.99990357  =   0.99968136
 CY1195!UTM  12      -   0.99977777  x   0.99971271  =   0.99949054
 CY1195
 CY1195|---------------------------------------------------------------------|
 CY1195| PID    Reference Object                     Distance      Geod. Az  |
 CY1195|                                                           dddmmss.s |
 CY1195| CC6095 BIRD RM 1                             6.217 METERS 19337     |
 CY1195| CY0463 RED                                 APPROX. 0.9 KM 2965021.1 |
 CY1195| CC6096 BIRD RM 2                             8.782 METERS 30938     |
 CY1195|---------------------------------------------------------------------|
 CY1195
 CY1195                          SUPERSEDED SURVEY CONTROL
 CY1195
 CY1195  NAD 83(1986)-  32 08 41.49579(N)    109 59 10.57414(W) AD(       ) 2
 CY1195  NAD 27      -  32 08 41.21810(N)    109 59 08.32560(W) AD(       ) 2
 CY1195
 CY1195.Superseded values are not recommended for survey control.
 CY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1195.See file dsdata.txt to determine how the superseded data were derived.
 CY1195
 CY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9560356943(NAD 83)
 CY1195_MARKER: DS = TRIANGULATION STATION DISK
 CY1195_SETTING: 66 = SET IN ROCK OUTCROP
 CY1195
 CY1195  HISTORY     - Date     Condition        Report By
 CY1195  HISTORY     - 1960     MONUMENTED       CGS
 CY1195
 CY1195                          STATION DESCRIPTION
 CY1195
 CY1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1195'THE STATION IS LOCATED ABOUT 22.5 MILES NORTHEAST OF BENSON
 CY1195'AND 12 MILES SOUTHWEST OF WILLCOX, ON THE SECOND PEAK AND
 CY1195'ABOUT 1 MILE SOUTHEAST OF INTERSTATE HIGHWAY 10.
 CY1195'
 CY1195'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CY1195'HIGHWAYS 86 AND 186 IN WILLCOX, GO WESTWARD ON HIGHWAY 86
 CY1195'TOWARD BENSON FOR 8.6 MILES TO THE UNDERPASS AT THE JUNCTION
 CY1195'OF STATE HIGHWAY 666.  CONTINUE AHEAD ON HIGHWAY 86 AND
 CY1195'INTERSTATE HIGHWAY 10 FOR 3.2 MILES TO A HIGHWAY CUT AND
 CY1195'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT A HALF
 CY1195'HOUR TO THE TOP OF THE SECOND DEFINITE PEAK OF THE RIDGE
 CY1195'AND THE STATION.  THERE ARE HIGHER HILLS TO THE SOUTHEAST.
 CY1195'
 CY1195'THE STATION MARK IS A STANDARD DISK STAMPED BIRD 1960, SET
 CY1195'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, AT THE HIGHEST
 CY1195'POINT OF THE HILL.
 CY1195'
 CY1195'R.M. 1 IS A STANDARD DISK STAMPED BIRD NO 1 1960, SET IN A
 CY1195'DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.
 CY1195'
 CY1195'R.M. 2 IS A STANDARD DISK STAMPED BIRD NO 2 1960, SET IN A
 CY1195'DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 CY1195'
 CY1195'TRIANGULATION STATION RED CAN BE USED AS AN AZIMUTH MARK.
 CY1195'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0404 ***********************************************************************
 CF0404  DESIGNATION -  BISBEE
 CF0404  PID         -  CF0404
 CF0404  STATE/COUNTY-  AZ/COCHISE
 CF0404  USGS QUAD   -  BISBEE (1978)
 CF0404
 CF0404                         *CURRENT SURVEY CONTROL
 CF0404  ___________________________________________________________________
 CF0404* NAD 83(1992)-  31 26 30.65778(N)    109 55 23.57651(W)     ADJUSTED  
 CF0404* NAVD 88     -      1700.4    (meters)    5579.     (feet)  VERTCON   
 CF0404  ___________________________________________________________________
 CF0404  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CF0404  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0404
 CF0404  HORZ ORDER  -  SECOND
 CF0404
 CF0404.The horizontal coordinates were established by classical geodetic methods
 CF0404.and adjusted by the National Geodetic Survey in August 1993..
 CF0404
 CF0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0404
 CF0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0404
 CF0404.The geoid height was determined by GEOID03.
 CF0404
 CF0404;                    North         East     Units Scale Factor Converg.
 CF0404;SPC AZ E     -    49,010.032   236,500.428   MT  0.99990660   +0 07 37.2
 CF0404;SPC AZ E     -   160,794.07    775,920.04   iFT  0.99990660   +0 07 37.2
 CF0404;UTM  12      - 3,479,073.207   602,322.091   MT  0.99972913   +0 33 42.2
 CF0404
 CF0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0404!SPC AZ E     -   0.99973736  x   0.99990660  =   0.99964399
 CF0404!UTM  12      -   0.99973736  x   0.99972913  =   0.99946656
 CF0404
 CF0404|---------------------------------------------------------------------|
 CF0404| PID    Reference Object                     Distance      Geod. Az  |
 CF0404|                                                           dddmmss.s |
 CF0404| CS6093 BISBEE RM 3                           8.917 METERS 01345     |
 CF0404| CS6091 BISBEE RM 1                          19.898 METERS 08337     |
 CF0404| CS6092 BISBEE RM 2                           8.100 METERS 10645     |
 CF0404|---------------------------------------------------------------------|
 CF0404
 CF0404                          SUPERSEDED SURVEY CONTROL
 CF0404
 CF0404  NAD 83(1986)-  31 26 30.65179(N)    109 55 23.56856(W) AD(       ) 2
 CF0404  NGVD 29 (06/28/91) 1699.5    (m)         5576.     (f) VERT ANG       
 CF0404
 CF0404.Superseded values are not recommended for survey control.
 CF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0404.See file dsdata.txt to determine how the superseded data were derived.
 CF0404
 CF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0232279073(NAD 83)
 CF0404_MARKER: DS = TRIANGULATION STATION DISK
 CF0404_SETTING: 66 = SET IN ROCK OUTCROP
 CF0404_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0404+STABILITY: POSITION/ELEVATION WELL
 CF0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0404+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 CF0404
 CF0404  HISTORY     - Date     Condition        Report By
 CF0404  HISTORY     - 1986     MONUMENTED       AZDT
 CF0404  HISTORY     - 20030806 GOOD             INDIV
 CF0404
 CF0404                          STATION DESCRIPTION
 CF0404
 CF0404'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0404'THE STATION IS LOCATED ON TOP OF A 50 FOOT CUTBANK ALONG THE NORTH
 CF0404'SIDE OF U.S. HIGHWAY 80 IN BISBEE.
 CF0404'
 CF0404'THE STATION MARK IS AN AZDT DISK STAMPED---BISBEE 1986---.  IT IS SET
 CF0404'IN A DRILL HOLE IN ROCK.  IT IS 27 FEET SOUTHWEST OF THE WITNESS POST.
 CF0404'
 CF0404'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BISBEE RM 1 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.  IT IS 17 FEET NORTH OF THE CUTBANK.
 CF0404'
 CF0404'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BISBEE RM 2 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.  IT IS 4 FEET NORTH OF THE CUTBANK.
 CF0404'
 CF0404'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---BISBEE RM 3 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.
 CF0404'
 CF0404'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE, TRAVEL SOUTHEAST
 CF0404'ALONG TOMBSTONE CANYON ROAD FOR 0.2 MILE TO THE JUNCTION OF U.S.
 CF0404'HIGHWAY 80.  TRAVEL WEST ALONG U.S. 80 FOR 0.6 MILE TO MILE POST 340.8
 CF0404'AND THE STATION ON TOP OF CUTBANK ON THE RIGHT.
 CF0404
 CF0404                          STATION RECOVERY (2003)
 CF0404
 CF0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BS)
 CF0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0907 ***********************************************************************
 FR0907  DESIGNATION -  BISH
 FR0907  PID         -  FR0907
 FR0907  STATE/COUNTY-  AZ/COCONINO
 FR0907  USGS QUAD   -  BISHOP LAKE (1981)
 FR0907
 FR0907                         *CURRENT SURVEY CONTROL
 FR0907  ___________________________________________________________________
 FR0907* NAD 83(1992)-  35 34 48.83444(N)    112 40 34.58101(W)     ADJUSTED  
 FR0907* NAVD 88     -      1840.9    (meters)    6040.     (feet)  VERTCON   
 FR0907  ___________________________________________________________________
 FR0907  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FR0907  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FR0907
 FR0907  HORZ ORDER  -  THIRD
 FR0907
 FR0907.The horizontal coordinates were established by classical geodetic methods
 FR0907.and adjusted by the National Geodetic Survey in August 1993..
 FR0907
 FR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0907
 FR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0907
 FR0907.The geoid height was determined by GEOID03.
 FR0907
 FR0907;                    North         East     Units Scale Factor Converg.
 FR0907;SPC AZ C     -   508,207.651   144,516.252   MT  0.99995839   -0 26 31.2
 FR0907;SPC AZ C     - 1,667,347.94    474,134.69   iFT  0.99995839   -0 26 31.2
 FR0907;UTM  12      - 3,938,684.587   348,117.915   MT  0.99988427   -0 58 31.8
 FR0907
 FR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0907!SPC AZ C     -   0.99971493  x   0.99995839  =   0.99967333
 FR0907!UTM  12      -   0.99971493  x   0.99988427  =   0.99959923
 FR0907
 FR0907                          SUPERSEDED SURVEY CONTROL
 FR0907
 FR0907  NAD 83(1986)-  35 34 48.83321(N)    112 40 34.57790(W) AD(       ) 3
 FR0907  NAD 27      -  35 34 48.83300(N)    112 40 31.94600(W) AD(       ) 3
 FR0907  NGVD 29 (07/19/86) 1840.0    (m)         6037.     (f) VERT ANG       
 FR0907
 FR0907.Superseded values are not recommended for survey control.
 FR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0907.See file dsdata.txt to determine how the superseded data were derived.
 FR0907
 FR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4811838685(NAD 83)
 FR0907_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0907_SETTING: 0 = UNSPECIFIED SETTING
 FR0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0907
 FR0907  HISTORY     - Date     Condition        Report By
 FR0907  HISTORY     - 1955     MONUMENTED       CGS
 FR0907
 FR0907                          STATION DESCRIPTION
 FR0907
 FR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0907'TO REACH THE STATION FROM THE W END OF ASHFORK, GO W ON U.S.
 FR0907'HIGHWAY 66 FOR 13.2 MI. TO A ROAD SIGN CROOKTON AT THE TOP OF A
 FR0907'HILL.  TURN RIGHT ONTO A GRADED ROAD AND GO N THROUGH A GATE
 FR0907'FOR 1.1 MI. TO THE RAILROAD TRACKS.  PASS THROUGH TWO GATES,
 FR0907'TAKE THE RIGHT FORK AND GO E AND N FOR 4.7 MI. TO A FORK.
 FR0907'TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN-TRAVELED ROAD
 FR0907'FOR 2.7 MI. TO A FORK.  TAKE THE RIGHT FORK AND GO 1.1 MI.,
 FR0907'PASS THROUGH A WIRE GATE AND GO 1.0 MI. TO A WOODEN GATE.
 FR0907'PASS THROUGH THE GATE AND GO 0.6 MI. TO A FORK.  TAKE THE LEFT
 FR0907'FORK AND FOLLOW THE MAIN ROAD N FOR 4.2 MI. TO A DAM AND
 FR0907'A DRY TANK.  CROSS ON THE DAM, BEAR RIGHT FOR 200 FT.
 FR0907'AFTER CROSSING THE DAM AND CONTINUE E FOR 1.0 MI. TO A
 FR0907'FORK.  TAKE THE LEFT FORK AND GO N FOR 4.2 MI. TO A WIRE GATE.
 FR0907'PASS THROUGH THE GATE AND CONTINUE N FOR 2.2 MI. TO A FORK.
 FR0907'TAKE THE RIGHT FORK FOR 0.3 MI. TO A REVERSE FORK TO THE
 FR0907'LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.2 MI. TO A REVERSE
 FR0907'FORK LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO TWO
 FR0907'METAL TANKS ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.6
 FR0907'MI. TO A LINE OF ROCKS POINTING TO A RIDGE.  LEAVE
 FR0907'THE ROAD HERE AT ABOUT 90 DEG AND DRIVE NE ACROSS A DRY
 FR0907'LAKEBED FOR 1.0 MI. TO THE STATION.  THE MARK IS ABOUT 15
 FR0907'FT. E OF A LONE PINE TREE.  A STANDARD TOPOGRAPHIC DISK,
 FR0907'CEMENTED IN A CREVICE IN A ROCK, AND STAMPED BISH 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1128 ***********************************************************************
 ET1128  DESIGNATION -  BISHOP
 ET1128  PID         -  ET1128
 ET1128  STATE/COUNTY-  AZ/YAVAPAI
 ET1128  USGS QUAD   -  JOES HILL (1969)
 ET1128
 ET1128                         *CURRENT SURVEY CONTROL
 ET1128  ___________________________________________________________________
 ET1128* NAD 83(1992)-  34 14 42.09597(N)    112 00 08.71703(W)     ADJUSTED  
 ET1128* NAVD 88     -      1256.4    (meters)    4122.     (feet)  VERTCON   
 ET1128  ___________________________________________________________________
 ET1128  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 ET1128  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 ET1128
 ET1128  HORZ ORDER  -  THIRD
 ET1128
 ET1128.The horizontal coordinates were established by classical geodetic methods
 ET1128.and adjusted by the National Geodetic Survey in August 1993..
 ET1128
 ET1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1128
 ET1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1128
 ET1128.The geoid height was determined by GEOID03.
 ET1128
 ET1128;                    North         East     Units Scale Factor Converg.
 ET1128;SPC AZ C     -   359,833.943   205,461.176   MT  0.99990077   -0 02 53.7
 ET1128;SPC AZ C     - 1,180,557.56    674,085.22   iFT  0.99990077   -0 02 53.7
 ET1128;UTM  12      - 3,789,779.012   407,693.459   MT  0.99970503   -0 33 50.9
 ET1128
 ET1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1128!SPC AZ C     -   0.99980704  x   0.99990077  =   0.99970783
 ET1128!UTM  12      -   0.99980704  x   0.99970503  =   0.99951212
 ET1128
 ET1128|---------------------------------------------------------------------|
 ET1128| PID    Reference Object                     Distance      Geod. Az  |
 ET1128|                                                           dddmmss.s |
 ET1128| CS6524 BISHOP RM 2                           8.622 METERS 06455     |
 ET1128| CS6523 BISHOP RM 1                           8.040 METERS 30225     |
 ET1128|---------------------------------------------------------------------|
 ET1128
 ET1128                          SUPERSEDED SURVEY CONTROL
 ET1128
 ET1128  NAD 83(1992)-  34 14 42.09064(N)    112 00 08.71626(W) AD(       ) 3
 ET1128  NGVD 29 (10/09/91) 1255.7    (m)         4120.     (f) VERT ANG       
 ET1128
 ET1128.Superseded values are not recommended for survey control.
 ET1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1128.See file dsdata.txt to determine how the superseded data were derived.
 ET1128
 ET1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0769389779(NAD 83)
 ET1128_MARKER: DD = SURVEY DISK
 ET1128_SETTING: 80 = SET IN A BOULDER
 ET1128_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1128+STABILITY: SURFACE MOTION
 ET1128
 ET1128  HISTORY     - Date     Condition        Report By
 ET1128  HISTORY     - 1966     MONUMENTED       USGS
 ET1128  HISTORY     - 1974     GOOD             USGS
 ET1128
 ET1128                          STATION DESCRIPTION
 ET1128
 ET1128'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1128'LOCATED ABOUT 25 MI SW. OF CAMP VERDE, 17 MI SE. OF MAYER, 15 MI
 ET1128'NE. OF CANYON.  ON ROCKY TOP ON LONG RIDGE.
 ET1128'
 ET1128'REACHED BY HELICOPTER.
 ET1128'
 ET1128'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BISHOP 1966---,
 ET1128'CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 ET1128'
 ET1128'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 ET1128'HOLE IN LARGE BOULDER AT SAME ELEVATION AS STATION MARK.
 ET1128'
 ET1128'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 ET1128'HOLE IN LARGE BOULDER AT SAME ELEVATION AS STATION MARK.
 ET1128
 ET1128                          STATION RECOVERY (1974)
 ET1128
 ET1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET1128'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 ET1128'RECOVERED FOR SUPPLEMENTAL VERTICAL CONTROL ONLY.  NEW TO REACH
 ET1128'FOLLOWS.
 ET1128'
 ET1128'TO REACH FROM CORDES JUNCION, DRIVE 3.2 MI S. ON INTERSTATE 17 TO
 ET1128'BLOODY BASIN EXIT.  GO 5.7 MI TO HORSESHOE RANCH, GO 3.7 MI ON
 ET1128'MAIN RD. THROUGH RANCH TO CATTLEGUARD AND DRIFT FENCE, GO 0.1 MI
 ET1128'ON MAIN RD. TO TRACK RD. LEFT, GO 1.6 MI NE.  CROSS-COUNTRY AND
 ET1128'GO UP SLOPE 0.6 MI E. TO TOP AND STATION.  4-WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0514 ***********************************************************************
 GP0514  DESIGNATION -  BISSEL
 GP0514  PID         -  GP0514
 GP0514  STATE/COUNTY-  AZ/COCONINO
 GP0514  USGS QUAD   -  CAPE ROYAL (1988)
 GP0514
 GP0514                         *CURRENT SURVEY CONTROL
 GP0514  ___________________________________________________________________
 GP0514* NAD 83(1992)-  36 00 56.54731(N)    111 54 43.62538(W)     ADJUSTED  
 GP0514* NAVD 88     -      2219.0    (meters)    7280.     (feet)  VERTCON   
 GP0514  ___________________________________________________________________
 GP0514  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 GP0514  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0514
 GP0514  HORZ ORDER  -  THIRD
 GP0514
 GP0514.The horizontal coordinates were established by classical geodetic methods
 GP0514.and adjusted by the National Geodetic Survey in August 1993..
 GP0514
 GP0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0514
 GP0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0514
 GP0514.The geoid height was determined by GEOID03.
 GP0514
 GP0514;                    North         East     Units Scale Factor Converg.
 GP0514;SPC AZ C     -   556,255.626   213,769.988   MT  0.99990000   +0 00 09.6
 GP0514;SPC AZ C     - 1,824,985.65    701,345.10   iFT  0.99990000   +0 00 09.6
 GP0514;UTM  12      - 3,986,075.364   417,808.183   MT  0.99968324   -0 32 10.9
 GP0514
 GP0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0514!SPC AZ C     -   0.99965548  x   0.99990000  =   0.99955552
 GP0514!UTM  12      -   0.99965548  x   0.99968324  =   0.99933883
 GP0514
 GP0514:                Primary Azimuth Mark                     Grid Az
 GP0514:SPC AZ C     -  HOLLENBECK                               068 17 49.7
 GP0514:UTM  12      -  HOLLENBECK                               068 50 10.2
 GP0514
 GP0514|---------------------------------------------------------------------|
 GP0514| PID    Reference Object                     Distance      Geod. Az  |
 GP0514|                                                           dddmmss.s |
 GP0514| GP0525 HOLLENBECK                          APPROX. 3.5 KM 0681759.3 |
 GP0514|---------------------------------------------------------------------|
 GP0514
 GP0514                          SUPERSEDED SURVEY CONTROL
 GP0514
 GP0514  NAD 83(1986)-  36 00 56.54434(N)    111 54 43.62318(W) AD(       ) 3
 GP0514  NGVD 29 (05/08/89) 2218.0    (m)         7277.     (f) VERT ANG       
 GP0514
 GP0514.Superseded values are not recommended for survey control.
 GP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0514.See file dsdata.txt to determine how the superseded data were derived.
 GP0514
 GP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1780886075(NAD 83)
 GP0514_MARKER: DB = BENCH MARK DISK
 GP0514_SETTING: 80 = SET IN A BOULDER
 GP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0514+STABILITY: SURFACE MOTION
 GP0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0514+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 GP0514
 GP0514  HISTORY     - Date     Condition        Report By
 GP0514  HISTORY     - 1902     MONUMENTED       USGS
 GP0514  HISTORY     - 20060811 GOOD             GEOCAC
 GP0514
 GP0514                          STATION DESCRIPTION
 GP0514
 GP0514'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 GP0514'LOCATED ABOUT 7 MI NE. OF GRAND VIEW HOTEL.
 GP0514'
 GP0514'TO REACH TAKE WAGON RD.
 GP0514'
 GP0514'STATION MARK--BRONZE BM TABLET SET IN SOLID ROCK.
 GP0514'
 GP0514'RMS--NONE SET.
 GP0514
 GP0514                          STATION RECOVERY (2006)
 GP0514
 GP0514'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GP0514'CONTACTED THE USGS FOR INFORMATION.
 GP0514'ORIGINAL TABLET HAD NO SPECIFIC MARKINGS.
 GP0514'7284 CANYON STAMPED DURING 1902-03 LEVELING.
 GP0514'LOCATED ON ZUNI POINT (KNOWN TO USGS WHEN SET AS BISSEL POINT).
 GP0514'GRAND VIEW HOTEL AND WAGON RD. NO LONGER EXIST.
 GP0514' 
 GP0514'TO REACH - TAKE HWY 64 EAST APPROX. 5.2 MILES FROM THE INTERSECTION OF
 GP0514'COCONINO RIM RD. TO A PULLOFF ON THE NORTH SIDE OF THE HIGHWAY.
 GP0514'HIKE ABOUT 0.5 MILES 308 DEGREES TRUE TO THE CANYON RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0264 ***********************************************************************
 FP0264  DESIGNATION -  BITTER
 FP0264  PID         -  FP0264
 FP0264  STATE/COUNTY-  AZ/NAVAJO
 FP0264  USGS QUAD   -  KACHINA POINT (1972)
 FP0264
 FP0264                         *CURRENT SURVEY CONTROL
 FP0264  ___________________________________________________________________
 FP0264* NAD 83(1992)-  35 00 42.34326(N)    109 51 52.77304(W)     ADJUSTED  
 FP0264* NAVD 88     -      1683.307  (meters)    5522.65   (feet)  ADJUSTED  
 FP0264  ___________________________________________________________________
 FP0264  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FP0264  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0264  DYNAMIC HT  -        1680.969 (meters)    5514.98  (feet)  COMP
 FP0264  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0264
 FP0264  HORZ ORDER  -  SECOND
 FP0264  VERT ORDER  -  SECOND    CLASS 0
 FP0264
 FP0264.The horizontal coordinates were established by classical geodetic methods
 FP0264.and adjusted by the National Geodetic Survey in August 1993..
 FP0264
 FP0264.The orthometric height was determined by differential leveling
 FP0264.and adjusted by the National Geodetic Survey in June 1991..
 FP0264
 FP0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0264
 FP0264.The geoid height was determined by GEOID03.
 FP0264
 FP0264.The dynamic height is computed by dividing the NAVD 88
 FP0264.geopotential number by the normal gravity value computed on the
 FP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0264.degrees latitude (g = 980.6199 gals.).
 FP0264
 FP0264.The modeled gravity was interpolated from observed gravity values.
 FP0264
 FP0264;                    North         East     Units Scale Factor Converg.
 FP0264;SPC AZ E     -   444,920.651   240,923.053   MT  0.99990936   +0 10 23.8
 FP0264;SPC AZ E     - 1,459,713.42    790,429.96   iFT  0.99990936   +0 10 23.8
 FP0264;UTM  12      - 3,874,936.327   603,589.237   MT  0.99973225   +0 39 05.2
 FP0264
 FP0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0264!SPC AZ E     -   0.99973960  x   0.99990936  =   0.99964898
 FP0264!UTM  12      -   0.99973960  x   0.99973225  =   0.99947192
 FP0264
 FP0264|---------------------------------------------------------------------|
 FP0264| PID    Reference Object                     Distance      Geod. Az  |
 FP0264|                                                           dddmmss.s |
 FP0264| FP0265 BITTER RM 1                           7.919 METERS 06058     |
 FP0264| FP0263 BITTER RM 2                           7.782 METERS 23247     |
 FP0264| CD3144 HIGHWAY 66 STA 2668+79 5437.74                     2422540.4 |
 FP0264|---------------------------------------------------------------------|
 FP0264
 FP0264                          SUPERSEDED SURVEY CONTROL
 FP0264
 FP0264  NAD 83(1986)-  35 00 42.33662(N)    109 51 52.77504(W) AD(       ) 2
 FP0264  NAD 27      -  35 00 42.24920(N)    109 51 50.35340(W) AD(       ) 2
 FP0264  NGVD 29 (??/??/92) 1682.417  (m)         5519.73   (f) ADJ UNCH    2 0
 FP0264
 FP0264.Superseded values are not recommended for survey control.
 FP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0264.See file dsdata.txt to determine how the superseded data were derived.
 FP0264
 FP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0358974936(NAD 83)
 FP0264_MARKER: DS = TRIANGULATION STATION DISK
 FP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0264_STAMPING: BITTER 1959
 FP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0264+STABILITY: SURFACE MOTION
 FP0264
 FP0264  HISTORY     - Date     Condition        Report By
 FP0264  HISTORY     - 1959     MONUMENTED       CGS
 FP0264  HISTORY     - 1959     GOOD             CGS
 FP0264  HISTORY     - 1971     GOOD             AZHD
 FP0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0264
 FP0264                          STATION DESCRIPTION
 FP0264
 FP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0264'THE STATION IS AT THE TOP OF A DEEP CUT ON THE SOUTH SIDE OF
 FP0264'U.S. HIGHWAY 66, ABOUT 3 MILES WEST OF THE NAVAJO-APACHE COUNTY
 FP0264'LINE.
 FP0264'
 FP0264'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO NORTH
 FP0264'AND EAST ON U.S. HIGHWAY 66 FOR 14.4 MILES TO A BRIDGE, CONTINUE
 FP0264'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH, OF THE
 FP0264'HIGHWAY.  CONTINUE EAST ON THE HIGHWAY FOR 0.6 MILE TO THE
 FP0264'STATION ON THE RIGHT, SOUTH, OF THE HIGHWAY.
 FP0264'
 FP0264'THE STATION IS A STANDARD DISK STAMPED BITTER 1959, SET IN A
 FP0264'12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH, 5 FEET NORTHWEST
 FP0264'OF A WITNESS POST, AND 3.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BITTER NO 1 1959,
 FP0264'SET IN A 12-INCH SQ. CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 FP0264'22.6 FEET EAST OF THE WITNESS POST, AND 2.9 FEET NORTH OF THE
 FP0264'RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BITTER NO 2 1959,
 FP0264'SET IN A 12-INCH SQ. CONCRETE MONUMENT WHICH PROJECTS 6 INCHES,
 FP0264'29.1 FEET WEST OF THE WITNESS POST, AND 1.8 FEET NORTH OF THE
 FP0264'RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT ELEVATION
 FP0264'DISK, STAMPED 2668 X 79 5437.74, CEMENTED IN A DRILL HOLE IN THE
 FP0264'CENTER OF THE NORTH HEADWALL OF A CULVERT, WHICH RUNS UNDER THE
 FP0264'EAST BOUND LANE OF THE HIGHWAY.
 FP0264
 FP0264                          STATION RECOVERY (1959)
 FP0264
 FP0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0264'20.1 MI E FROM HOLBROOK.
 FP0264'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0264'AT HOLBROOK, THE STATION IS AT THE TOP OF A DEEP CUT ON THE SOUTH SIDE
 FP0264'OF THE HIGHWAY, 5 FEET NORTHWEST OF THE WITNESS POST, 3.8 FEET NORTH
 FP0264'OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FP0264'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FP0264
 FP0264                          STATION RECOVERY (1971)
 FP0264
 FP0264'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JMW)
 FP0264'A.  GENERAL LOCATION - INT. 40 BETWEEN HOLBROOK AND THE NEW
 FP0264'MEXICO LINE.  TO REACH FROM MILEPOST 306, INT. 40, WESTERLY ON
 FP0264'THE INT. FOR 0.2 MILES AND TO THE STATION ON THE RIGHT.  CONTINUE
 FP0264'ON THE INT. FOR ANOTHER 0.6 MILES TO THE AZIMUTH MARK.  THE
 FP0264'STATION IS LOCATED 5 FT NORTHWEST OF A USC AND GS WITNESS POST,
 FP0264'4 FT NORTH OF THE R/W FENCE LINE AND ON A RIDGE CREST.  IT IS A
 FP0264'STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN
 FP0264'SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED,
 FP0264'BITTER 1959.  R.M. 1 IS LOCATED ABOUT 25 FT EASTERLY OF THE
 FP0264'MAIN STATION, AND 2-1/4 FT NORTH OF THE SOUTH R/W FENCE LINE.  IT
 FP0264'IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12
 FP0264'IN SQUARE CONCRETE POST, UP 0.15 FT, STAMPED, BITTER NO 1 1959.
 FP0264'R.M. 2 IS LOCATED ABOUT 25 FT WEST OF THE MAIN STATION, AND
 FP0264'ABOUT 2 FT NORTH OF THE SOUTH R/W FENCE LINE.  IT IS A STANDARD
 FP0264'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 FP0264'CONCRETE POST, UP 0.1 FT., AND STAMPED, BITTER NO 2 1959.  THE
 FP0264'AZIMUTH MARK IS AN AHD BRASS CAP, SET IN THE NORTH HEADWALL
 FP0264'OF A CONCRETE CULVERT AND STAMPED, 2668+79 5437.74
 FP0264
 FP0264                          STATION RECOVERY (1983)
 FP0264
 FP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0618 ***********************************************************************
 GP0618  DESIGNATION -  BITTER
 GP0618  PID         -  GP0618
 GP0618  STATE/COUNTY-  AZ/COCONINO
 GP0618  USGS QUAD   -  TANNER WELL (1985)
 GP0618
 GP0618                         *CURRENT SURVEY CONTROL
 GP0618  ___________________________________________________________________
 GP0618* NAD 83(1992)-  36 36 35.13301(N)    111 38 40.22250(W)     ADJUSTED  
 GP0618* NAVD 88     -      2030.1    (meters)    6660.     (feet)  VERTCON   
 GP0618  ___________________________________________________________________
 GP0618  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 GP0618  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 GP0618
 GP0618  HORZ ORDER  -  SECOND
 GP0618
 GP0618.The horizontal coordinates were established by classical geodetic methods
 GP0618.and adjusted by the National Geodetic Survey in August 1993..
 GP0618
 GP0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0618
 GP0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0618
 GP0618.The geoid height was determined by GEOID03.
 GP0618
 GP0618;                    North         East     Units Scale Factor Converg.
 GP0618;SPC AZ C     -   622,202.330   237,706.285   MT  0.99990730   +0 09 44.3
 GP0618;SPC AZ C     - 2,041,346.23    779,876.26   iFT  0.99990730   +0 09 44.3
 GP0618;UTM  12      - 4,051,776.442   442,362.287   MT  0.99964093   -0 23 03.7
 GP0618
 GP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0618!SPC AZ C     -   0.99968509  x   0.99990730  =   0.99959241
 GP0618!UTM  12      -   0.99968509  x   0.99964093  =   0.99932613
 GP0618
 GP0618|---------------------------------------------------------------------|
 GP0618| PID    Reference Object                     Distance      Geod. Az  |
 GP0618|                                                           dddmmss.s |
 GP0618| CH2728 BITTER RM 3 AZIMUTH                   8.490 METERS 00543     |
 GP0618| CH2727 BITTER RM 2                           8.490 METERS 10108     |
 GP0618| CH2726 BITTER RM 1                           7.645 METERS 34055     |
 GP0618| CH2729 BITTER RM 4                           5.876 METERS 35205     |
 GP0618|---------------------------------------------------------------------|
 GP0618
 GP0618                          SUPERSEDED SURVEY CONTROL
 GP0618
 GP0618  NAD 83(1986)-  36 36 35.12998(N)    111 38 40.21904(W) AD(       ) 2
 GP0618  NAD 27      -  36 36 35.17100(N)    111 38 37.65200(W) AD(       ) 2
 GP0618  NGVD 29 (07/12/88) 2029.1    (m)         6657.     (f) VERT ANG       
 GP0618
 GP0618.Superseded values are not recommended for survey control.
 GP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0618.See file dsdata.txt to determine how the superseded data were derived.
 GP0618
 GP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4236251776(NAD 83)
 GP0618_MARKER: DS = TRIANGULATION STATION DISK
 GP0618_SETTING: 66 = SET IN ROCK OUTCROP
 GP0618_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0618+STABILITY: POSITION/ELEVATION WELL
 GP0618
 GP0618  HISTORY     - Date     Condition        Report By
 GP0618  HISTORY     - 1934     MONUMENTED       CGS
 GP0618  HISTORY     - 1953     GOOD             CGS
 GP0618  HISTORY     - 1954     GOOD             USGS
 GP0618  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 GP0618  HISTORY     - 1983     GOOD             AZDT
 GP0618
 GP0618                          STATION DESCRIPTION
 GP0618
 GP0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0618'STATION IS LOCATED ABOUT 8 FEET EAST OF THE FACE OF THE EDGE
 GP0618'OF THE CLIFF, 17 MILES AIRLINE NORTH OF CEDAR RIDGE TRADING
 GP0618'POST, AND ABOUT 1 MILE EAST OF U.S. HIGHWAY 89.
 GP0618'
 GP0618'REACHED FROM CEDAR RIDGE TRADING POST BY GOING NORTH ON U.S.
 GP0618'HIGHWAY 89 FOR 19.0 MILES, OR 1.6 MILES AFTER CROSSING THE
 GP0618'BRIDGE OVER TANNERS WASH, TURN RIGHT ACROSS COUNTRY (EAST)
 GP0618'GO 1.0 MILE TO THE BASE OF THE MOUNTAIN, FROM THIS POINT
 GP0618'FOLLOW THE TRAIL TO THE NORTH AND EAST TO THE RIDGE, THENCE
 GP0618'SOUTH AND WEST ALONG THE RIDGE FOR ABOUT 2 MILES TO HIGHEST
 GP0618'POINT IN THE IMMEDIATE VICINITY AND STATION.  2 HOURS PACK.
 GP0618'
 GP0618'AZIMUTH MARK IS ON THE SOUTH SIDE OF THE FIRST KNOLL 1/4 MILE
 GP0618'NORTH OF THE STATION.
 GP0618'
 GP0618'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0618
 GP0618                          STATION RECOVERY (1953)
 GP0618
 GP0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GP0618'STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 GP0618'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GP0618'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  A NEW REFERENCE MARK,
 GP0618'NO. 4 WAS ESTABLISHED.
 GP0618'
 GP0618'THE 1934 DESCRIPTION OF THE ROUTE TO STATION IS ADEQUATE,
 GP0618'HOWEVER, THE STATION MAY BE REACHED WITH A 4-WHEEL DRIVE
 GP0618'VEHICLE.  THE COMPLETE DESCRIPTION FOLLOWS--
 GP0618'
 GP0618'STATION IS ABOUT 17 MILES NORTH OF THE CEDAR RIDGE TRADING POST
 GP0618'AND 1-1/4 MILES EAST-NORTHEAST OF THE BRIDGE OVER TANNERS
 GP0618'WASH ON U.S. HIGHWAY 89.  IT IS ON NAVAJO INDIAN RESERVATION
 GP0618'LANON A HIGH RIMROCK WITH SCATTERED GROWTHS OF JUNIPERS
 GP0618'ON THE SLOPES TO THE EAST AND NORTHEAST ALONG THE RIDGE FORMING
 GP0618'THE RIM.  THE STATION LOCATION IS VISIBLE FROM THE BRIDGE
 GP0618'OVER TANNERS WASH.  THE POINT IS ABOUT 8 FEET EAST OF THE
 GP0618'FACE OF THE CLIFF.
 GP0618'
 GP0618'TO REACH FROM THE CEDAR RIDGE TRADING POST, ON U.S. HIGHWAY
 GP0618'89, GO EASTERLY ON THE OLD TRACK ROAD UP THROUGH THE GAP IN
 GP0618'THE RIMROCK FOR 2.5 MILES TO FORKS AT THE SUMMIT OF THE
 GP0618'SANDY, GRASS AND JUNIPER-COVERED MESA.  (NOTE--THERE ARE
 GP0618'NUMEROUS ROADS FORMING THE FOLLOWING JUNCTIONS).  TAKE RIGHT
 GP0618'FORK FOR 0.05 MILE THEN TAKE LEFT FORK, EAST-NORTHEAST, FOR
 GP0618'2.45 MILES TO FORKS.  CONTINUE STRAIGHT AHEAD ON THE RIGHT
 GP0618'FORK, KEEPING ON THE MAIN ROAD WHICH IS VERY SANDY AND WITH
 GP0618'THE DEEPEST RUTS, FOR 10.2 MILES TO FORKS.  KEEP RIGHT FORK
 GP0618'FOR 2.1 MILES TO A DIM CROSSROAD WHERE SEVERAL TRACKS LEAD
 GP0618'OFF TO THE LEFT, WESTWARD.  CONTINUE NORTHERLY ON THE
 GP0618'MAIN ROAD FOR 0.4 MILE TO A DIM ROAD ON THE LEFT.  TURN
 GP0618'LEFT AND FOLLOW DIM ROAD WEST-NORTHWEST FOR 0.5 MILE TO AN
 GP0618'INDIAN ROCK HOGAN ON THE RIGHT AND CORRALS ON THE LEFT.
 GP0618'KEEP ON LEFT SIDE OF HOGAN AND CONTINUE ON DIM ROAD
 GP0618'NORTHWESTERLY, FOR 0.9 MILE TO A LONE CORRAL ON THE
 GP0618'RIGHT.  CONTINUE ON DIM ROAD WHICH SWINGS BACK TO THE
 GP0618'LEFT, WEST-SOUTHWEST, UP DRAW ALONG THE LEFT SIDE OF A
 GP0618'PROMINENT OUTCROPPING LEDGE-ROCK FORMATION, FOR 1.8 MILES
 GP0618'TO A Y-FORK INTERSECTION.  TAKE RIGHT FORK,
 GP0618'WEST-NORTHWEST, FOR 1 MILE TO A REVERSE Y-FORK AND CROSSROAD.
 GP0618'CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 0.05 MILE TO FORKS.
 GP0618'KEEP LEFT FORK, MAIN ROAD, NORTHWEST, FOR 0.1 MILE TO A
 GP0618'CROSSROAD AND FORKS.  KEEP LEFT FORK FOR 1.35 MILES TO A DIM
 GP0618'FORK.  TAKE RIGHT FORK FOR 0.6 MILE TO OLD CORRALS ON THE
 GP0618'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A TRAIL
 GP0618'INTERSECTION AND END OF ROAD.  THIS POINT IS AT A LARGE
 GP0618'SMOOTH ROCK FORMATION NEAR TWO SMALL PINE TREES, TRIMMED, ONE
 GP0618'ON THE RIGHT AND ONE ON THE LEFT SIDE OF THE ROAD.  KEEP
 GP0618'STRAIGHT AHEAD ON JEEP TRACKS UP SANDY, SAGE-COVERED RIDGE,
 GP0618'WESTERLY, FOR 0.9 MILE TO THE BASE OF THE DRIFTING SAND
 GP0618'DUNES.  BEAR TO THE RIGHT INTO EDGE OF JUNIPERS THENCE LEFT,
 GP0618'WEST AND SOUTHWEST, UP ROCKY SLOPES, WINDING THROUGH THE
 GP0618'JUNIPERS, FOR ABOUT 0.8 MILE TO THE HIGHEST POINT AND
 GP0618'STATION.  THIS IS A 2-1/2 HOUR JEEP DRIVE FROM CEDAR
 GP0618'RIDGE.
 GP0618'
 GP0618'THE STATION MAY BE REACHED FROM CEDAR RIDGE TRADING POST BY
 GP0618'GOING NORTH ON U.S. HIGHWAY 89 FOR 19 MILES TO A POINT 1.6
 GP0618'MILES BEYOND THE BRIDGE OVER TANNERS WASH.  TURN RIGHT, EAST,
 GP0618'ACROSS COUNTRY FOR 1 MILE TO THE BASE OF THE MOUNTAIN RANGE
 GP0618'AND THE END OF TRUCK TRAVEL.  FOLLOW THE TRAIL TO THE NORTH
 GP0618'AND EAST TO THE TOP OF THE RIDGE, THENCE SOUTH AND WEST ALONG
 GP0618'THE RIDGE FOR ABOUT 2 MILES TO THE HIGHEST POINT AND STATION.
 GP0618'
 GP0618'STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 GP0618'HOLES IN BEDROCK AS DESCRIBED.
 GP0618'
 GP0618'STATION MARK, STAMPED BITTER 1934, IS SET IN A SLOPING ROCK
 GP0618'FORMATION.
 GP0618'
 GP0618'REFERENCE MARK 2, STAMPED BITTER NO 2 1934, IS ABOUT 1 FOOT
 GP0618'LOWER THAN STATION.
 GP0618'
 GP0618'REFERENCE MARK 4, STAMPED BITTER NO 4 1953 1934, IS ABOUT
 GP0618'3 FEET LOWER THAN THE STATION.
 GP0618'
 GP0618'REFERENCE MARK 3 (AZIMUTH MARK), IS STAMPED BITTER NO 3 1934.
 GP0618'IT IS ON THE SOUTH SLOPE OF THE FIRST KNOLL ABOUT 0.2 MILE NORTH
 GP0618'OF THE STATION.  MARKED BY A CAIRN.
 GP0618
 GP0618                          STATION RECOVERY (1954)
 GP0618
 GP0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0618'RECOVERED IN GOOD CONDITION.
 GP0618
 GP0618                          STATION RECOVERY (1972)
 GP0618
 GP0618'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0618'GENERAL LOCATION ABOUT 17 MILES AIRLINE N. OF CEDAR RIDGE
 GP0618'TRADING POST AND ABOUT 1 MILE E OF HWY. 89.
 GP0618'
 GP0618'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0618'
 GP0618'STATION MARK STD USC AND GS BC STAMPED BITTER 1934.
 GP0618'
 GP0618'REFERENCE MARKS STD USC AND GS BCS STAMPED BITTER NO 2
 GP0618'1934 AND BITTER NO 4 1953 COND. GOOD.
 GP0618'
 GP0618'AZIMUTH MARK NOT OBSERVED.
 GP0618
 GP0618                          STATION RECOVERY (1983)
 GP0618
 GP0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0618'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 GP0618'DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0618'
 GP0618'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.1
 GP0618'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES TO
 GP0618'THE JUNCTION OF U.S. HIGHWAYS 89L AND 89.  TURN LEFT AND TRAVEL SOUTH
 GP0618'ALONG U.S. 89 FOR 20.2 MILES TO MILE POST 527.8 AND A TRAIL ROAD ON
 GP0618'THE LEFT JUST BEFORE REACHING A LARGE HIGHWAY CUT.  TURN LEFT KEEPING
 GP0618'TO THE LEFT TRAIL ROAD FOR 0.75 MILE TO A TRAIL ROAD JUNCTION,
 GP0618'CONTINUE SOUTH FOR 0.85 MILE TO A FORK.  TAKE THE RIGHT FORK 0.05 MILE
 GP0618'TO A T ROAD.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE TO A SIDE
 GP0618'ROAD LEFT, TURN LEFT AND TRAVEL SOUTH FOR 0.55 MILE TO A FORK.  TAKE
 GP0618'RIGHT FORK FOR 0.1 MILE TO A FORK, CONTINUE STRAIGHT AHEAD FOR 0.65
 GP0618'MILE TO A FORK, TAKE LEFT FORK FOR 2.15 MILE TO A FORK, TAKE RIGHT
 GP0618'FORK 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT 300 FEET WEST.  TRAVEL
 GP0618'AHEAD TO THE STATION ON THE HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1450 ***********************************************************************
 DA1450  DESIGNATION -  BITTER
 DA1450  PID         -  DA1450
 DA1450  STATE/COUNTY-  AZ/PINAL
 DA1450  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA1450
 DA1450                         *CURRENT SURVEY CONTROL
 DA1450  ___________________________________________________________________
 DA1450* NAD 83(1992)-  32 37 55.12526(N)    112 08 05.05522(W)     ADJUSTED  
 DA1450* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 DA1450  ___________________________________________________________________
 DA1450  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DA1450  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA1450
 DA1450  HORZ ORDER  -  SECOND
 DA1450
 DA1450.The horizontal coordinates were established by classical geodetic methods
 DA1450.and adjusted by the National Geodetic Survey in August 1993..
 DA1450
 DA1450.The orthometric height was scaled from a topographic map.
 DA1450
 DA1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1450
 DA1450.The geoid height was determined by GEOID03.
 DA1450
 DA1450;                    North         East     Units Scale Factor Converg.
 DA1450;SPC AZ C     -   180,962.681   192,898.414   MT  0.99990516   -0 07 03.3
 DA1450;SPC AZ C     -   593,709.58    632,868.81   iFT  0.99990516   -0 07 03.3
 DA1450;UTM  12      - 3,611,057.761   393,556.725   MT  0.99973971   -0 36 43.0
 DA1450
 DA1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1450!SPC AZ C     -   0.99986481  x   0.99990516  =   0.99976998
 DA1450!UTM  12      -   0.99986481  x   0.99973971  =   0.99960455
 DA1450
 DA1450|---------------------------------------------------------------------|
 DA1450| PID    Reference Object                     Distance      Geod. Az  |
 DA1450|                                                           dddmmss.s |
 DA1450| CH4373 BITTER RM 1                           2.298 METERS 03424     |
 DA1450| CH4374 BITTER RM 2                           2.815 METERS 10544     |
 DA1450| CH4372 BITTER AZ MK                                       1541010.9 |
 DA1450|---------------------------------------------------------------------|
 DA1450
 DA1450                          SUPERSEDED SURVEY CONTROL
 DA1450
 DA1450  NAD 83(1986)-  32 37 55.11504(N)    112 08 05.05627(W) AD(       ) 2
 DA1450  NAD 27      -  32 37 54.91500(N)    112 08 02.55100(W) AD(       ) 2
 DA1450
 DA1450.Superseded values are not recommended for survey control.
 DA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1450.See file dsdata.txt to determine how the superseded data were derived.
 DA1450
 DA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9355711058(NAD 83)
 DA1450_MARKER: DS = TRIANGULATION STATION DISK
 DA1450_SETTING: 80 = SET IN A BOULDER
 DA1450_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1450
 DA1450  HISTORY     - Date     Condition        Report By
 DA1450  HISTORY     - 1936     MONUMENTED       CGS
 DA1450  HISTORY     - 1972     GOOD             AZHD
 DA1450
 DA1450                          STATION DESCRIPTION
 DA1450
 DA1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1450'LOCATED ON THE NORTHWEST PEAK, THE HIGHER OF TWO PEAKS ABOUT
 DA1450'1.4 MILES NORTHWEST OF BITTER WELLS, 14 MILES WEST AND 3 MILES
 DA1450'SOUTH OF JACK RABBIT STORE.  THE TWIN PEAK MOUNTAIN, PROMINENT
 DA1450'FROM ALL SIDES, HAS A SADDLE BETWEEN THE PEAKS WHICH ARE
 DA1450'ABOUT 0.2 MILE APART.  MARK IS A STANDARD BRONZE DISK.
 DA1450'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1450'REFERENCE DISK IS 2.298 METERS (7.54 FEET) FROM
 DA1450'STATION N 34 DEG 24 MIN E.  REFERENCE MARK NO. 2, A
 DA1450'STANDARD BRONZE REFERENCE DISK IS 2.815 METERS
 DA1450'(9.24 FEET) FROM STATION S 74 DEG 16 MIN E.  THE
 DA1450'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE
 DA1450'HIGHEST POINT OF THE PEAK ABOUT 0.2 MILE FROM STATION
 DA1450'S 25 DEG 50 MIN E.
 DA1450
 DA1450                          STATION RECOVERY (1972)
 DA1450
 DA1450'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1450'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1450'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1450'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0265 ***********************************************************************
 FP0265  DESIGNATION -  BITTER RM 1
 FP0265  PID         -  FP0265
 FP0265  STATE/COUNTY-  AZ/NAVAJO
 FP0265  USGS QUAD   -  KACHINA POINT (1972)
 FP0265
 FP0265                         *CURRENT SURVEY CONTROL
 FP0265  ___________________________________________________________________
 FP0265* NAD 83(1986)-  35 00 42.     (N)    109 51 51.     (W)     SCALED    
 FP0265* NAVD 88     -      1683.342  (meters)    5522.76   (feet)  ADJUSTED  
 FP0265  ___________________________________________________________________
 FP0265  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0265  DYNAMIC HT  -        1681.004 (meters)    5515.09  (feet)  COMP
 FP0265  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 FP0265
 FP0265  VERT ORDER  -  SECOND    CLASS 0
 FP0265
 FP0265.The horizontal coordinates were scaled from a topographic map and have
 FP0265.an estimated accuracy of +/- 6 seconds.
 FP0265
 FP0265.The orthometric height was determined by differential leveling
 FP0265.and adjusted by the National Geodetic Survey in June 1991..
 FP0265
 FP0265.The geoid height was determined by GEOID03.
 FP0265
 FP0265.The dynamic height is computed by dividing the NAVD 88
 FP0265.geopotential number by the normal gravity value computed on the
 FP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0265.degrees latitude (g = 980.6199 gals.).
 FP0265
 FP0265.The modeled gravity was interpolated from observed gravity values.
 FP0265
 FP0265;                    North         East    Units  Estimated Accuracy
 FP0265;SPC AZ E     -   444,910.      240,970.      MT  (+/- 180 meters Scaled)
 FP0265
 FP0265                          SUPERSEDED SURVEY CONTROL
 FP0265
 FP0265  NGVD 29 (??/??/92) 1682.453  (m)         5519.85   (f) ADJ UNCH    2 0
 FP0265
 FP0265.Superseded values are not recommended for survey control.
 FP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0265.See file dsdata.txt to determine how the superseded data were derived.
 FP0265
 FP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD036749(NAD 83)
 FP0265_MARKER: DR = REFERENCE MARK DISK
 FP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0265_STAMPING: BITTER NO 1 1959
 FP0265_MARK LOGO: CGS   
 FP0265_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0265+STABILITY: SURFACE MOTION
 FP0265
 FP0265  HISTORY     - Date     Condition        Report By
 FP0265  HISTORY     - 1959     MONUMENTED       CGS
 FP0265  HISTORY     - 1983     GOOD             NGS
 FP0265
 FP0265                          STATION DESCRIPTION
 FP0265
 FP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0265'20.1 MI E FROM HOLBROOK.
 FP0265'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0265'AT HOLBROOK, 22.6 FEET EAST OF THE WITNESS POST, 2.9 FEET NORTH OF THE
 FP0265'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0265'THAT PROJECTS 4 INCHES.
 FP0265
 FP0265                          STATION RECOVERY (1983)
 FP0265
 FP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0265'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.5 KM (18.95
 FP0265'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0265'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 FP0265'306, ON TOP OF A HIGHWAY CUT, 27.5 METERS (90.2 FT) SOUTHEAST OF THE
 FP0265'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.6 METER
 FP0265'(2.0 FT) NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0265'THE MARK IS 6.8 METERS  NE FROM A WITNESS POST.
 FP0265'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0263 ***********************************************************************
 FP0263  DESIGNATION -  BITTER RM 2
 FP0263  PID         -  FP0263
 FP0263  STATE/COUNTY-  AZ/NAVAJO
 FP0263  USGS QUAD   -  KACHINA POINT (1972)
 FP0263
 FP0263                         *CURRENT SURVEY CONTROL
 FP0263  ___________________________________________________________________
 FP0263* NAD 83(1986)-  35 00 42.     (N)    109 51 53.     (W)     SCALED    
 FP0263* NAVD 88     -      1683.095  (meters)    5521.95   (feet)  ADJUSTED  
 FP0263  ___________________________________________________________________
 FP0263  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0263  DYNAMIC HT  -        1680.757 (meters)    5514.28  (feet)  COMP
 FP0263  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0263
 FP0263  VERT ORDER  -  SECOND    CLASS 0
 FP0263
 FP0263.The horizontal coordinates were scaled from a topographic map and have
 FP0263.an estimated accuracy of +/- 6 seconds.
 FP0263
 FP0263.The orthometric height was determined by differential leveling
 FP0263.and adjusted by the National Geodetic Survey in June 1991..
 FP0263
 FP0263.The geoid height was determined by GEOID03.
 FP0263
 FP0263.The dynamic height is computed by dividing the NAVD 88
 FP0263.geopotential number by the normal gravity value computed on the
 FP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0263.degrees latitude (g = 980.6199 gals.).
 FP0263
 FP0263.The modeled gravity was interpolated from observed gravity values.
 FP0263
 FP0263;                    North         East    Units  Estimated Accuracy
 FP0263;SPC AZ E     -   444,910.      240,920.      MT  (+/- 180 meters Scaled)
 FP0263
 FP0263                          SUPERSEDED SURVEY CONTROL
 FP0263
 FP0263  NGVD 29 (??/??/92) 1682.206  (m)         5519.04   (f) ADJ UNCH    2 0
 FP0263
 FP0263.Superseded values are not recommended for survey control.
 FP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0263.See file dsdata.txt to determine how the superseded data were derived.
 FP0263
 FP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD035749(NAD 83)
 FP0263_MARKER: DR = REFERENCE MARK DISK
 FP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0263_STAMPING: BITTER NO 2 1959
 FP0263_MARK LOGO: CGS   
 FP0263_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0263+STABILITY: SURFACE MOTION
 FP0263
 FP0263  HISTORY     - Date     Condition        Report By
 FP0263  HISTORY     - 1959     MONUMENTED       CGS
 FP0263  HISTORY     - 1983     GOOD             NGS
 FP0263
 FP0263                          STATION DESCRIPTION
 FP0263
 FP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0263'20.1 MI E FROM HOLBROOK.
 FP0263'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0263'AT HOLBROOK 29.1 FEET WEST OF THE WITNESS POST, 1.8 FEET NORTH OF THE
 FP0263'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0263'THAT PROJECTS 6 INCHES.
 FP0263
 FP0263                          STATION RECOVERY (1983)
 FP0263
 FP0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0263'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.5 KM (18.95
 FP0263'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0263'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 FP0263'306, ON TOP OF A HIGHWAY CUT, 27.5 METERS (90.2 FT) SOUTHEAST OF THE
 FP0263'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.5 METER
 FP0263'(1.6 FT) NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0263'THE MARK IS 8.8 METERS  SW FROM A WITNESS POST.
 FP0263'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0621 ***********************************************************************
 DV0621  DESIGNATION -  BLACK
 DV0621  PID         -  DV0621
 DV0621  STATE/COUNTY-  AZ/MARICOPA
 DV0621  USGS QUAD   -  PHOENIX (1982)
 DV0621
 DV0621                         *CURRENT SURVEY CONTROL
 DV0621  ___________________________________________________________________
 DV0621* NAD 83(1992)-  33 27 32.78278(N)    112 06 28.05147(W)     ADJUSTED  
 DV0621* NAVD 88     -       328.681  (meters)    1078.35   (feet)  ADJUSTED  
 DV0621  ___________________________________________________________________
 DV0621  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 DV0621  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0621  DYNAMIC HT  -         328.299 (meters)    1077.09  (feet)  COMP
 DV0621  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0621
 DV0621  HORZ ORDER  -  SECOND
 DV0621  VERT ORDER  -  SECOND    CLASS 0
 DV0621
 DV0621.The horizontal coordinates were established by classical geodetic methods
 DV0621.and adjusted by the National Geodetic Survey in August 1993..
 DV0621
 DV0621.The orthometric height was determined by differential leveling
 DV0621.and adjusted by the National Geodetic Survey in November 1993..
 DV0621
 DV0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0621
 DV0621.The geoid height was determined by GEOID03.
 DV0621
 DV0621.The dynamic height is computed by dividing the NAVD 88
 DV0621.geopotential number by the normal gravity value computed on the
 DV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0621.degrees latitude (g = 980.6199 gals.).
 DV0621
 DV0621.The modeled gravity was interpolated from observed gravity values.
 DV0621
 DV0621;                    North         East     Units Scale Factor Converg.
 DV0621;SPC AZ C     -   272,681.606   195,593.558   MT  0.99990389   -0 06 19.4
 DV0621;SPC AZ C     -   894,624.69    641,711.15   iFT  0.99990389   -0 06 19.4
 DV0621;UTM  12      - 3,702,734.150   397,051.426   MT  0.99973066   -0 36 39.0
 DV0621
 DV0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0621!SPC AZ C     -   0.99995310  x   0.99990389  =   0.99985700
 DV0621!UTM  12      -   0.99995310  x   0.99973066  =   0.99968378
 DV0621
 DV0621|---------------------------------------------------------------------|
 DV0621| PID    Reference Object                     Distance      Geod. Az  |
 DV0621|                                                           dddmmss.s |
 DV0621| DV0619 BLACK RM 1                           19.768 METERS 02718     |
 DV0621| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 3.2 KM 0980736.8 |
 DV0621| DV0620 BLACK RM 2                           19.266 METERS 15139     |
 DV0621| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 1.3 KM 3143725.3 |
 DV0621| DV0622 BLACK AZ MK                                        3474549.9 |
 DV0621|---------------------------------------------------------------------|
 DV0621
 DV0621                          SUPERSEDED SURVEY CONTROL
 DV0621
 DV0621  NAD 83(1986)-  33 27 32.77696(N)    112 06 28.05679(W) AD(       ) 2
 DV0621  NAD 27      -  33 27 32.62170(N)    112 06 25.51830(W) AD(       ) 2
 DV0621  NGVD 29 (??/??/92)  328.026  (m)         1076.20   (f) ADJ UNCH    2 0
 DV0621
 DV0621.Superseded values are not recommended for survey control.
 DV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0621.See file dsdata.txt to determine how the superseded data were derived.
 DV0621
 DV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9705102734(NAD 83)
 DV0621_MARKER: DE = TRAVERSE STATION DISK
 DV0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0621_STAMPING: BLACK 1963
 DV0621_MARK LOGO: CGS   
 DV0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0621+STABILITY: SURFACE MOTION
 DV0621
 DV0621  HISTORY     - Date     Condition        Report By
 DV0621  HISTORY     - 1963     MONUMENTED       CGS
 DV0621  HISTORY     - 1963     GOOD             CGS
 DV0621  HISTORY     - 1981     GOOD             AZDT
 DV0621
 DV0621                          STATION DESCRIPTION
 DV0621
 DV0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0621'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE CENTER OF
 DV0621'DOWNTOWN PHOENIX, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF
 DV0621'ROOSEVELT STREET AND BLACK CANYON HIGHWAY AND ON THE WEST SIDE
 DV0621'OF THE NORTH BOUND LANE OF BLACK CANYON HIGHWAY.
 DV0621'
 DV0621'TO REACH THE STATION FROM THE INTERSECTION OF WEST VAN BUREN
 DV0621'STREET AND BLACK CANYON HIGHWAY IN THE WEST OF PHOENIX, GO
 DV0621'NORTH ON BLACK CANYON HIGHWAY FOR 0.55 MILE TO THE STATION ON
 DV0621'THE LEFT AS DESCRIBED BELOW.
 DV0621'
 DV0621'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BLACK 1963, IS
 DV0621'SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DV0621'OF THE GROUND.  THE MARK IS 4 FEET EAST OF A CYCLONE FENCE AND
 DV0621'THE EDGE OF AN EMBANKMENT ABOVE THE BLACK CANYON FREEWAY, 5
 DV0621'FEET NORTHEAST OF A WITNESS POST AND 43 FEET WEST OF THE
 DV0621'CENTERLINE OF THE NORTH BOUND LANE OF BLACK CANYON HIGHWAY.
 DV0621'
 DV0621'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BLACK NO 1
 DV0621'1963, IS SET IN A DRILL HOLE IN THE WEST CURB OF THE NORTH
 DV0621'BOUND LANE OF THE BLACK CANYON HIGHWAY.  THE MARK IS 12.8 FEET
 DV0621'WEST OF THE CENTERLINE OF BLACK CANYON HIGHWAY, 33.5 FEET EAST
 DV0621'OF A CYCLONE FENCE AND THE EDGE OF AN EMBANKMENT ABOVE THE BLACK
 DV0621'CANYON FREEWAY AND 70 FEET NORTHEAST OF A WITNESS POST.
 DV0621'
 DV0621'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BLACK NO 2
 DV0621'1963, IS SET IN A DRILL HOLE IN THE WEST CURB OF THE NORTH BOUND
 DV0621'LANE OF THE BLACK CANYON HIGHWAY.  THE MARK IS 12.6 FEET WEST
 DV0621'OF THE CENTERLINE OF BLACK CANYON HIGHWAY, 33 FEET EAST OF A
 DV0621'CYCLONE FENCE AND THE EDGE OF AN EMBANKMENT ABOVE THE BLACK
 DV0621'CANYON FREEWAY AND 61 FEET SOUTHEAST OF A WITNESS POST.
 DV0621'
 DV0621'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1963, IS SET IN A
 DV0621'DRILL HOLE IN THE SOUTHEAST BRIDGE ABUTMENT AT THE INTERSECTION
 DV0621'OF BLACK CANYON HIGHWAY AND WEST MC DOWELL ROAD.  THE MARK IS 1.5
 DV0621'FEET EAST OF THE WEST END OF THE ABUTMENT AND 8.8 FEET WEST OF
 DV0621'THE EAST END OF THE ABUTMENT.
 DV0621'
 DV0621'ARIZONA HIGHWAY DEPARTMENT MARK STAMPED T 084 15 IS SET IN A
 DV0621'DRILL HOLE IN THE NORTH CURB AT THE MAIN FOOTING OF THE BRIDGE
 DV0621'AT THE INTERSECTION OF BLACK CANYON HIGHWAY AND WEST MC DOWELL
 DV0621'ROAD.  THE MARK IS 34.3 FEET WEST OF THE EAST END OF THE
 DV0621'BRIDGE ABUTMENT.
 DV0621'
 DV0621'TO REACH THE AZIMUTH MARK AND THE ARIZONA HIGHWAY DEPARTMENT
 DV0621'MARK FROM THE STATION, GO NORTH ON BLACK CANYON HIGHWAY FOR
 DV0621'0.45 MILE TO THE MARKS AS DESCRIBED.
 DV0621
 DV0621                          STATION RECOVERY (1963)
 DV0621
 DV0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0621'IN PHOENIX.
 DV0621'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0621'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0621'OVER THE BLACK CANYON FREEWAY, 43 FEET WEST OF THE CENTER OF THE NORTH
 DV0621'BOUND SERVICE ROAD, 3 FEET EAST OF A FENCE, 5.0 FEET NORTHEAST OF A
 DV0621'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SERVICE ROAD,
 DV0621'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0621
 DV0621                          STATION RECOVERY (1981)
 DV0621
 DV0621'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0621'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0621'2.0 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0621'19TH AVENUE TO ADAMS STREET, THENCE NORTH 0.6 MI (0.99 KM) ON BLACK
 DV0621'CANYON HIGHWAY TO STATION LOCATED ON WEST SIDE, 3.0 FT (0.91 METERS)
 DV0621'EAST OF FREEWAY FENCE AND 43.0 FT (13.10 METERS) WEST OF BLACK CANYON
 DV0621'HIGHWAY CENTERLINE, A STANDARD USCGS BRASS CAP SET IN CONCRETE
 DV0621'CYLINDER 0.1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0744 ***********************************************************************
 CY0744  DESIGNATION -  BLACK
 CY0744  PID         -  CY0744
 CY0744  STATE/COUNTY-  AZ/GRAHAM
 CY0744  USGS QUAD   -  EDEN (1985)
 CY0744
 CY0744                         *CURRENT SURVEY CONTROL
 CY0744  ___________________________________________________________________
 CY0744* NAD 83(1992)-  32 59 44.25758(N)    109 56 48.27164(W)     ADJUSTED  
 CY0744* NAVD 88     -       863.025  (meters)    2831.44   (feet)  ADJUSTED  
 CY0744  ___________________________________________________________________
 CY0744  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CY0744  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0744  DYNAMIC HT  -         861.836 (meters)    2827.54  (feet)  COMP
 CY0744  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0744
 CY0744  HORZ ORDER  -  FIRST
 CY0744  VERT ORDER  -  FIRST     CLASS II
 CY0744
 CY0744.The horizontal coordinates were established by classical geodetic methods
 CY0744.and adjusted by the National Geodetic Survey in August 1993..
 CY0744
 CY0744.The orthometric height was determined by differential leveling
 CY0744.and adjusted by the National Geodetic Survey in June 1991..
 CY0744
 CY0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0744
 CY0744.The geoid height was determined by GEOID03.
 CY0744
 CY0744.The dynamic height is computed by dividing the NAVD 88
 CY0744.geopotential number by the normal gravity value computed on the
 CY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0744.degrees latitude (g = 980.6199 gals.).
 CY0744
 CY0744.The modeled gravity was interpolated from observed gravity values.
 CY0744
 CY0744;                    North         East     Units Scale Factor Converg.
 CY0744;SPC AZ E     -   221,288.097   233,911.635   MT  0.99990521   +0 07 11.2
 CY0744;SPC AZ E     -   726,010.82    767,426.62   iFT  0.99990521   +0 07 11.2
 CY0744;UTM  12      - 3,651,294.721   598,398.089   MT  0.99971938   +0 34 25.0
 CY0744
 CY0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0744!SPC AZ E     -   0.99986878  x   0.99990521  =   0.99977400
 CY0744!UTM  12      -   0.99986878  x   0.99971938  =   0.99958820
 CY0744
 CY0744:                Primary Azimuth Mark                     Grid Az
 CY0744:SPC AZ E     -  PEAK TARGET 5 1/2 MI NW SEEP             017 35 59.7
 CY0744:UTM  12      -  PEAK TARGET 5 1/2 MI NW SEEP             017 08 45.9
 CY0744
 CY0744|---------------------------------------------------------------------|
 CY0744| PID    Reference Object                     Distance      Geod. Az  |
 CY0744|                                                           dddmmss.s |
 CY0744| DT0780 PEAK TARGET 5 1/2 MI NW SEEP        APPROX.15.0 KM 0174310.9 |
 CY0744| CC5934 HIGHWAY 70 STA 3381+13                             0591009.7 |
 CY0744| CY0568 J 15                                               0601356.4 |
 CY0744| CY1245 HOT SPRINGS HOTEL BELFRY            APPROX. 4.4 KM 0861657.8 |
 CY0744| CY0745 BLACK RM 1                           10.024 METERS 16124     |
 CY0744| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.29.9 KM 1964433.4 |
 CY0744| CY0746 BLACK RM 2                           11.202 METERS 24755     |
 CY0744| DU1949 DIAMOND                             APPROX.22.4 KM 3391155.9 |
 CY0744| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX. 4.7 KM 3391442.3 |
 CY0744| DT0785 GILA PEAK TARGET                    APPROX.22.0 KM 3584322.1 |
 CY0744|---------------------------------------------------------------------|
 CY0744
 CY0744                          SUPERSEDED SURVEY CONTROL
 CY0744
 CY0744  NAD 83(1986)-  32 59 44.25343(N)    109 56 48.27262(W) AD(       ) 1
 CY0744  NAD 27      -  32 59 44.03400(N)    109 56 45.97100(W) AD(       ) 1
 CY0744  NGVD 29 (06/21/91)  862.33   (m)         2829.2    (f) LEVELING    3  
 CY0744
 CY0744.Superseded values are not recommended for survey control.
 CY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0744.See file dsdata.txt to determine how the superseded data were derived.
 CY0744
 CY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9839851295(NAD 83)
 CY0744_MARKER: DS = TRIANGULATION STATION DISK
 CY0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0744_SP_SET: CONCRETE POST
 CY0744_STAMPING: BLACK 1945
 CY0744_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0744+STABILITY: SURFACE MOTION
 CY0744
 CY0744  HISTORY     - Date     Condition        Report By
 CY0744  HISTORY     - 1945     MONUMENTED       CGS
 CY0744  HISTORY     - 1960     GOOD             CGS
 CY0744  HISTORY     - 1968     GOOD             AMS
 CY0744  HISTORY     - 1979     GOOD             NGS
 CY0744  HISTORY     - 1985     GOOD             AZDT
 CY0744
 CY0744                          STATION DESCRIPTION
 CY0744
 CY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0744'STATION IS 3 MILES (AIR LINE) SSE OF FT. THOMAS AND IS 10 MILES
 CY0744'(AIR LINE) NW OF PIMA.  THE STATION IS ON THE N END OF A LOW
 CY0744'RIDGE ABOUT 1/2 MILE S OF U.S. HIGHWAY 70.
 CY0744'
 CY0744'TO REACH STATION FROM THE FIRE DEPARTMENT IN PIMA, GO W ON
 CY0744'U.S. HIGHWAY 70 FOR 10.2 MILES TO A STONE HOUSE ON THE RIGHT
 CY0744'AND A GRAVEL ROAD LEFT.  (THIS POINT IS 3.0 MILES E OF FT.
 CY0744'THOMAS ON U.S. HIGHWAY 70.) THE AZIMUTH MARK IS JUST TO THE
 CY0744'LEFT OF THE ROAD AT THIS POINT.  TURN LEFT ON THE GRAVEL ROAD
 CY0744'AND GO ACROSS THE RAILROAD TRACKS FOR 0.3 MILE TO A
 CY0744'T-INTERSECTION.  HERE TURN RIGHT AND GO 0.1 MILE TO A FORK.  TAKE
 CY0744'THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK
 CY0744'AND GO 0.2 MILE TO A FORK ON TOP OF THE RIDGE WITH A SMALL
 CY0744'CEMETERY TO THE LEFT.  TAKE THE LEFT FORK AND GO 0.2 MILE
 CY0744'ALONG THE TOP OF THE RIDGE TO THE WITNESS POST AND THE
 CY0744'END OF TRUCK TRAVEL.
 CY0744'
 CY0744'STATION IS 15 FEET SSW OF THE EDGE OF THE MESA AND 19 FEET
 CY0744'ESE OF THE WITNESS POST.  IT IS MARKED BY A BRONZE STATION
 CY0744'DISK SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 CY0744'ABOVE THE GROUND AND IS STAMPED BLACK 1945.  UNDERGROUND MARK
 CY0744'IS A BRONZE STATION DISK SET IN CONCRETE.
 CY0744'
 CY0744'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0744'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS ABOUT 6 INCHES
 CY0744'BELOW THE STATION.  THE MARK IS SE OF THE STATION AND IS
 CY0744'STAMPED BLACK NO 1 1945.
 CY0744'
 CY0744'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0744'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND IS ABOUT 6
 CY0744'INCHES BELOW THE STATION.  THE MARK IS WSW OF THE STATION AND
 CY0744'IS STAMPED BLACK NO 2 1945.
 CY0744'
 CY0744'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE CONCRETE
 CY0744'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0744'J 15 1933.  THE MARK IS 3.5 FEET WSW OF THE WITNESS POST, 35.5
 CY0744'FEET WSW OF THE CENTER LINE OF U.S. HIGHWAY 70, 23 FEET ENE
 CY0744'OF THE CENTER OF THE SOUTHERN PACIFIC CO. RAILROAD TRACKS, AND
 CY0744'33 FEET SSE OF THE CENTER OF THE GRADED ROAD TO STATION.
 CY0744'THE MARK IS ENE OF THE STATION.
 CY0744'
 CY0744'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY0744
 CY0744                          STATION RECOVERY (1960)
 CY0744
 CY0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0744'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CY0744'WERE RECOVERED AND FOUND IN GOOD CONDITION.  IT IS BELIEVED
 CY0744'THE AZIMUTH MARK WAS DESTROYED WHEN THE HIGHWAY WAS IMPROVED.
 CY0744'ANOTHER MARK WAS USED FOR THE AZIMUTH MARK.  A DIFFERENT ROUTE TO
 CY0744'THE STATION WAS USED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CY0744'
 CY0744'THE STATION IS ABOUT 10 MILES NORTHWEST OF PIMA, ABOUT 3 MILES
 CY0744'SOUTH OF FT. THOMAS 0.35 MILE WEST OF U.S. HIGHWAY 70 AND 0.15
 CY0744'MILE NORTH OF A SMALL CEMETERY.
 CY0744'
 CY0744'TO REACH THE STATION FROM THE POST OFFICE AT FT. THOMAS GO
 CY0744'SOUTHEAST ON U.S. HIGHWAY 70 FOR 2.9 MILES TO THE ARIZONA HIGHWAY
 CY0744'DEPT. ELEV. DISK ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD
 CY0744'RIGHT.  TURN RIGHT ON THE SIDE ROAD AND GO WEST FOR 0.25 MILE
 CY0744'TO A ROAD LEFT, JUST AFTER CROSSING AN IRRIGATION DITCH, CONTINUE
 CY0744'AHEAD BEARING TO THE RIGHT ON THE MAIN TRAVELED ROAD FOR 0.15
 CY0744'MILE TO A FORK, KEEP LEFT FORK, SOUTHERLY, FOR 0.3 MILE TO A
 CY0744'FORK.  HERE TAKE LEFT FORK FOR 0.25 MILE TO A T ROAD
 CY0744'INTERSECTION AT THE TOP OF THE RIDGE, TURN LEFT, NORTH, 0.1 MILE
 CY0744'TO A SMALL CEMETERY, PASS THRU THE CEMETERY AND CONTINUE
 CY0744'NORTH ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION.
 CY0744'
 CY0744'THE STATION MARK, STAMPED BLACK 1945, IS A STANDARD DISK SET
 CY0744'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0744'3 INCHES.  IT IS 19 FEET EAST OF THE WITNESS POST
 CY0744'
 CY0744'REFERENCE MARK NO. 1, STAMPED BLACK NO 1 1945, IS A STANDARD
 CY0744'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 CY0744'PROJECTS 3 INCHES.  IT IS 46 FEET SOUTHEAST OF THE WITNESS
 CY0744'POST.
 CY0744'
 CY0744'REFERENCE MARK NO. 2, STAMPED BLACK NO 2 1945, IS A STANDARD
 CY0744'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0744'2 INCHES.  IT IS 25 FEET SOUTHWEST OF THE WITNESS POST.
 CY0744'
 CY0744'THE ARIZONA HIGHWAY DEPT. ELEV. DISK, WHICH WAS USED FOR THE
 CY0744'AZIMUTH MARK, IS STAMPED 2726.68 3381+13 1959.  THE DISK IS
 CY0744'CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE
 CY0744'CULVERT.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 CY0744'70, 26 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 CY0744'TRACKS AND 23 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 CY0744
 CY0744                          STATION RECOVERY (1968)
 CY0744
 CY0744'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY0744'STATION IS LOCATED ABOUT 10.2 AIRMILES (NW) OF PIMA AND 3.1 AIRMILES
 CY0744'(SE) OF FORT THOMAS.
 CY0744'
 CY0744'TO REACH STATION FROM UNION HIGH SCHOOL IN FT. THOMAS GO (E)
 CY0744'ON U.S. HWY 70 FOR 3.4 MILES TO A ROAD RIGHT, TURN RIGHT (SSW)
 CY0744'CROSS R.R. TRACKS AND GO 0.3 MILE TO THE BASE OF A HILL AND A
 CY0744'ROAD RIGHT AND A HOUSE ON THE LEFT, PROCEED STRAIGHT TO THE
 CY0744'TOP OF THE HILL AND A Y INTERSECTION, TAKE THE RIGHT FORK
 CY0744'(NNW) AND TRAVEL ALONG THE TOP OF THE HILL PASSING THROUGH
 CY0744'A CEMETERY AND ON TO THE STATION LOCATED ON THE RIGHT SIDE
 CY0744'(N) OF THE ROAD IMMEDIATELY BEFORE A LEFT CURVE.  STATION IS
 CY0744'LOCATED 24 FT FROM THE (N) EDGE OF THE HILL AND 19 FT AT 270
 CY0744'DEG (MAG AZ) TO A WITNESS POST.
 CY0744'
 CY0744'REFERENCE MARK 1 IS (SE) ON A MAG AZ OF 135 DEG AT A DISTANCE
 CY0744'OF 32.90 FT AND A DE OF +0.9 FEET.
 CY0744'
 CY0744'REFERENCE MARK 2 IS (SW) ON A MAG AZ OF 220 DEG AT A DISTANCE
 CY0744'OF 36.75 FT AND A DE OF +0.8 FEET.
 CY0744'
 CY0744'AZIMUTH MARK WAS NOT RECOVERED.
 CY0744'
 CY0744'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW FROM STATION IS GOOD
 CY0744'IN ALL DIRECTIONS FOR APPROXIMATELY 10 MILES.
 CY0744
 CY0744                          STATION RECOVERY (1979)
 CY0744
 CY0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0744'4.3 MI SE FROM FT THOMAS.
 CY0744'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0744'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF A
 CY0744'MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0744'CEMETERY AND PAST A MICROWAVE TOWER, 23 FEET WEST OF THE EAST EDGE
 CY0744'OF THE MESA, 37 FEET NORTHEAST OF RM 2 AND 33 FEET NORTHWEST OF
 CY0744'RM 1.
 CY0744'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CY0744'THE MARK IS 100 FT ABOVE THE HIGHWAY.
 CY0744
 CY0744                          STATION RECOVERY (1985)
 CY0744
 CY0744'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY0744'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CY0744'IN 1945.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY0744'
 CY0744'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY0744'ALONG U.S. HIGHWAY 70 FOR 10.0 MILES TO MILE POST 310.15 AND A BLADED
 CY0744'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO THE GATE
 CY0744'OF A CEMETERY.  PASS THROUGH GATE FOR 0.1 MILE TO THE WEST GATE OF THE
 CY0744'CEMETERY.  PASS THROUGH THE GATE AND TRAVEL 0.1 MILE TO THE NORTH EDGE
 CY0744'OF THE MESA AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1032 ***********************************************************************
 ES1032  DESIGNATION -  BLACK
 ES1032  PID         -  ES1032
 ES1032  STATE/COUNTY-  AZ/YAVAPAI
 ES1032  USGS QUAD   -  CORNVILLE (1968)
 ES1032
 ES1032                         *CURRENT SURVEY CONTROL
 ES1032  ___________________________________________________________________
 ES1032* NAD 83(1992)-  34 41 38.27352(N)    111 59 03.09921(W)     ADJUSTED  
 ES1032* NAVD 88     -      1041.3    (meters)    3416.     (feet)  VERTCON   
 ES1032  ___________________________________________________________________
 ES1032  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ES1032  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 ES1032
 ES1032  HORZ ORDER  -  SECOND
 ES1032
 ES1032.The horizontal coordinates were established by classical geodetic methods
 ES1032.and adjusted by the National Geodetic Survey in August 1993..
 ES1032
 ES1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1032
 ES1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1032
 ES1032.The geoid height was determined by GEOID03.
 ES1032
 ES1032;                    North         East     Units Scale Factor Converg.
 ES1032;SPC AZ C     -   409,628.829   207,173.288   MT  0.99990047   -0 02 18.4
 ES1032;SPC AZ C     - 1,343,926.60    679,702.39   iFT  0.99990047   -0 02 18.4
 ES1032;UTM  12      - 3,839,546.495   409,855.982   MT  0.99970015   -0 33 36.8
 ES1032
 ES1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1032!SPC AZ C     -   0.99984061  x   0.99990047  =   0.99974109
 ES1032!UTM  12      -   0.99984061  x   0.99970015  =   0.99954080
 ES1032
 ES1032:                Primary Azimuth Mark                     Grid Az
 ES1032:SPC AZ C     -  SHEEP                                    023 55 09.8
 ES1032:UTM  12      -  SHEEP                                    024 26 28.2
 ES1032
 ES1032|---------------------------------------------------------------------|
 ES1032| PID    Reference Object                     Distance      Geod. Az  |
 ES1032|                                                           dddmmss.s |
 ES1032| ES1039 SHEEP                               APPROX. 8.0 KM 0235251.4 |
 ES1032| CH2733 BLACK RM 1                           10.118 METERS 15131     |
 ES1032| CH2734 BLACK RM 2                            9.578 METERS 33057     |
 ES1032|---------------------------------------------------------------------|
 ES1032
 ES1032                          SUPERSEDED SURVEY CONTROL
 ES1032
 ES1032  NAD 83(1986)-  34 41 38.26914(N)    111 59 03.09542(W) AD(       ) 2
 ES1032  NAD 27      -  34 41 38.19017(N)    111 59 00.53758(W) AD(       ) 2
 ES1032  NGVD 29 (07/19/86) 1040.6    (m)         3414.     (f) VERT ANG       
 ES1032
 ES1032.Superseded values are not recommended for survey control.
 ES1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1032.See file dsdata.txt to determine how the superseded data were derived.
 ES1032
 ES1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0985639546(NAD 83)
 ES1032_MARKER: DD = SURVEY DISK
 ES1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1032
 ES1032  HISTORY     - Date     Condition        Report By
 ES1032  HISTORY     - 1979     MONUMENTED       AZDT
 ES1032  HISTORY     - 19950426 GOOD             USPSQD
 ES1032  HISTORY     - 20050508 GOOD             USPSQD
 ES1032
 ES1032                          STATION DESCRIPTION
 ES1032
 ES1032'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1032'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF COTTONWOOD, 11.5
 ES1032'MILES NORTHWEST OF CAMP VERDE AND IN THE WEST RIGHT-OF-WAY OF STATE
 ES1032'ROUTE 279 ON TOP OF A HWY. CUTBANK.
 ES1032'
 ES1032'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK 1979---SET
 ES1032'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND 96 FEET WEST OF HWY.
 ES1032'CENTERLINE MARKED BY A WITNESS POST AND SIGN 2 FEET TO THE WEST.
 ES1032'
 ES1032'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK RM 1
 ES1032'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1032'HWY. CENTERLINE.
 ES1032'
 ES1032'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK RM 2
 ES1032'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1032'HWY. CENTERLINE.
 ES1032'
 ES1032'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1032'ON EAST MINGUS AVE. FOR 0.8 MILE TO U.S. HWY. 89A, TURN LEFT ON HWY.
 ES1032'AND GO 1.7 MILE TO MAIN ST. (U.S. HWY. 89A), TURN RIGHT ON MAIN STC
 ES1032'AND GO 0.6 MILE TO THE JUNCTION OF U.S. HWY. 89A AND STATE ROUTE 279.
 ES1032'TURN RIGHT ON HWY. 279 AND GO SOUTHEAST FOR 2.2 MILES AND THE STATION
 ES1032'ON THE RIGHT ABOVE A HWY. CUTBANK.
 ES1032
 ES1032                          STATION RECOVERY (1995)
 ES1032
 ES1032'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES1032'RECOVERED IN GOOD CONDITION.
 ES1032
 ES1032                          STATION RECOVERY (2005)
 ES1032
 ES1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES1032'STATION MARK STAMPED BLACK 1979 FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0363 ***********************************************************************
 GQ0363  DESIGNATION -  BLACK
 GQ0363  PID         -  GQ0363
 GQ0363  STATE/COUNTY-  AZ/MOHAVE
 GQ0363  USGS QUAD   -  YELLOWHORSE FLAT (1979)
 GQ0363
 GQ0363                         *CURRENT SURVEY CONTROL
 GQ0363  ___________________________________________________________________
 GQ0363* NAD 83(1992)-  36 59 42.07412(N)    113 29 58.29748(W)     ADJUSTED  
 GQ0363* NAVD 88     -      1068.8    (meters)    3507.     (feet)  VERTCON   
 GQ0363  ___________________________________________________________________
 GQ0363  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 GQ0363  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 GQ0363
 GQ0363  HORZ ORDER  -  FIRST
 GQ0363
 GQ0363.The horizontal coordinates were established by classical geodetic methods
 GQ0363.and adjusted by the National Geodetic Survey in November 1997..
 GQ0363
 GQ0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0363
 GQ0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0363
 GQ0363.The geoid height was determined by GEOID03.
 GQ0363
 GQ0363;                    North         East     Units Scale Factor Converg.
 GQ0363;SPC AZ W     -   664,969.040   235,655.001   MT  0.99993945   +0 09 02.6
 GQ0363;SPC AZ W     - 2,181,656.96    773,146.33   iFT  0.99993945   +0 09 02.6
 GQ0363;SPC UT S     - 3,038,345.094   322,012.630   MT  1.00004539   -1 13 30.3
 GQ0363;UTM  12      - 4,097,240.601   277,567.773   MT  1.00020954   -1 30 16.9
 GQ0363
 GQ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0363!SPC AZ W     -   0.99983613  x   0.99993945  =   0.99977559
 GQ0363!SPC UT S     -   0.99983613  x   1.00004539  =   0.99988152
 GQ0363!UTM  12      -   0.99983613  x   1.00020954  =   1.00004564
 GQ0363
 GQ0363:                Primary Azimuth Mark                     Grid Az
 GQ0363:SPC AZ W     -  LOS ANGELES SALT LK AWY BN 37B           004 17 43.4
 GQ0363:SPC UT S     -  LOS ANGELES SALT LK AWY BN 37B           005 40 16.3
 GQ0363:UTM  12      -  LOS ANGELES SALT LK AWY BN 37B           005 57 02.9
 GQ0363
 GQ0363|---------------------------------------------------------------------|
 GQ0363| PID    Reference Object                     Distance      Geod. Az  |
 GQ0363|                                                           dddmmss.s |
 GQ0363| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.13.6 KM 0042646.0 |
 GQ0363| CH2731 BLACK RM 1                            4.932 METERS 05432     |
 GQ0363| CH2732 BLACK RM 2                            4.319 METERS 10552     |
 GQ0363| CH2730 BLACK AZ MK                                        1961718.4 |
 GQ0363| HO0627 LOS ANGELES SALT LK AWY BN 37A      APPROX.13.5 KM 3223347.2 |
 GQ0363| HO0629 ST GEORGE MORMON TEMPLE SPIRE       APPROX.13.6 KM 3291536.4 |
 GQ0363|---------------------------------------------------------------------|
 GQ0363
 GQ0363                          SUPERSEDED SURVEY CONTROL
 GQ0363
 GQ0363  NAD 83(1992)-  36 59 42.07174(N)    113 29 58.29823(W) AD(       ) 1
 GQ0363  NAD 83(1986)-  36 59 42.06955(N)    113 29 58.29673(W) AD(       ) 1
 GQ0363  NAD 27      -  36 59 42.13300(N)    113 29 55.46800(W) AD(       ) 1
 GQ0363  NGVD 29 (07/19/86) 1068.0    (m)         3504.     (f) VERT ANG       
 GQ0363
 GQ0363.Superseded values are not recommended for survey control.
 GQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0363.See file dsdata.txt to determine how the superseded data were derived.
 GQ0363
 GQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7756897241(NAD 83)
 GQ0363_MARKER: DS = TRIANGULATION STATION DISK
 GQ0363_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0363
 GQ0363  HISTORY     - Date     Condition        Report By
 GQ0363  HISTORY     - 1938     MONUMENTED       CGS
 GQ0363  HISTORY     - 1953     GOOD             CGS
 GQ0363  HISTORY     - 1960     GOOD             CGS
 GQ0363  HISTORY     - 1971     GOOD             LAWPC
 GQ0363  HISTORY     - 1972     GOOD             AZHD
 GQ0363
 GQ0363                          STATION DESCRIPTION
 GQ0363
 GQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0363'STATION IS ABOUT 9 MILES AIRLINE SOUTHEAST OF ST. GEORGE,
 GQ0363'UTAH, AND ABOUT 0.5 MILE SOUTH OF THE ARIZONA-UTAH STATE
 GQ0363'LINE, ON THE HIGHEST POINT OF A BLACK, ROCKY BUTTE WHICH IS
 GQ0363'PROMINENT IN THE LOCALITY.  THERE IS AN IRREGULAR RIDGE RUNNING
 GQ0363'ALONG THE TOP OF THE BUTTE FROM THE SOUTHEAST TO THE NORTHWEST.
 GQ0363'THE STATION IS ON THE HIGHEST POINT OF THE RIDGE.  REFERENCE
 GQ0363'MARK NO. 1 IS NORTHEAST OF THE STATION AT THE SAME ELEVATION.
 GQ0363'REFERENCE MARK NO. 2 IS EAST OF THE STATION AT THE SAME
 GQ0363'ELEVATION.  AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH OF THE
 GQ0363'STATION ON A LOWER RIDGE RUNNING OUT FROM BUTTE IN A
 GQ0363'SOUTHERN DIRECTION.  IT IS ABOUT 200 FEET LOWER THAN THE
 GQ0363'STATION.
 GQ0363'
 GQ0363'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS
 GQ0363'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0363'
 GQ0363'STATION IS REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0363'BY GOING EAST 0.7 MILE TO THE NORTHEAST CORNER OF CEMETERY.
 GQ0363'THENCE TURN RIGHT AND GO SOUTH, EAST, AND SOUTH FOR 2.1 MILES
 GQ0363'TO BRIDGE AT THE VIRGIN RIVER.  THENCE CROSS BRIDGE AND TAKE
 GQ0363'RIGHT FORK, THE MAIN TRAVELED ROAD STRAIGHT AHEAD FOR 2.1
 GQ0363'MILES TO BRIDGE AT FORT PIERCE WASH.  THENCE CROSS BRIDGE AND
 GQ0363'CONTINUE ON THE MAIN TRAVELED ROAD FOR 4.55 MILES TO A SIGN
 GQ0363'ON THE RIGHT (ARIZONA STATE LINE).  THENCE CONTINUE ON FOR
 GQ0363'0.3 MILE TO A TRACK ROAD LEADING LEFT UP A SMALL WASH.  TURN
 GQ0363'LEFT ON THE TRACK ROAD WHICH GOES IN AND OUT OF WASH AND GO
 GQ0363'0.4 MILE.  HERE THE MAIN TRAVELED ROAD TURNS RIGHT, OUT OF
 GQ0363'WASH.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GQ0363'0.6 MILE TO THE TOP OF RIDGE AND TRIANGULATION STATION
 GQ0363'PIERCE ON THE RIGHT.  FROM HERE BLACK BEARS 69 DEG
 GQ0363'MAGNETIC.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 4.4 MILES TO
 GQ0363'THE SOUTHEAST SIDE OF THE BUTTE AND THE END OF TRUCK
 GQ0363'TRAVEL.  FROM HERE WALK NORTHWEST TO HIGHEST POINT AND
 GQ0363'STATION SITE.
 GQ0363
 GQ0363                          STATION RECOVERY (1953)
 GQ0363
 GQ0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0363'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED
 GQ0363'IN GOOD CONDITION.  A SMALL DIFFERENCE WAS NOTED IN THE
 GQ0363'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.  THE ORIGINAL
 GQ0363'TO REACH IS NOW OBSOLETE.  A COMPLETE DESCRIPTION FOLLOWS.
 GQ0363'
 GQ0363'THE STATION IS LOCATED 9 MILES AIR LINE SOUTHEAST OF ST.
 GQ0363'GEORGE, UTAH AND 0.5 MILE SOUTH OF THE ARIZONA-UTAH STATE
 GQ0363'LINE.  IT IS ON THE HIGHEST POINT OF A BLACK, ROCKY, PROMINENT
 GQ0363'BUTTE.
 GQ0363'
 GQ0363'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0363'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0363'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0363'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0363'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW
 GQ0363'THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK
 GQ0363'AND FOLLOW THE GRADED ROAD SOUTH FOR 3.65 MILES TO A CATTLE
 GQ0363'GUARD.  CONTINUE SOUTH ON THE GRADED ROAD FOR 0.4 MILE TO A
 GQ0363'DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD UP
 GQ0363'WASH FOR 0.3 MILE.  LEAVE THE WASH AND FOLLOW THE TRACK ROAD
 GQ0363'RIGHT FOR 2.4 MILES TO A GATE.  PASS THROUGH THE GATE AND
 GQ0363'FOLLOW THE TRACK ROAD FOR 1.0 MILE.  TURN LEFT AND DRIVE
 GQ0363'NORTH ACROSS COUNTRY TOWARD HIGHEST POINT FOR ABOUT 0.6
 GQ0363'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH TO THE HIGHEST
 GQ0363'POINT AND THE STATION.  A 1/2-HOUR PACK.
 GQ0363'
 GQ0363'THE STATION MARK, A STANDARD DISK STAMPED BLACK 1938, IS
 GQ0363'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0363'8 INCHES ABOVE THE GROUND.
 GQ0363'
 GQ0363'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1938,
 GQ0363'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0363'WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0363'
 GQ0363'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1938,
 GQ0363'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0363'4 INCHES ON THE NORTH AND WEST SIDES AND PROJECTS 1 FOOT
 GQ0363'ON THE SOUTH AND EAST SIDES.  IT IS ABOUT THE SAME ELEVATION
 GQ0363'AS THE STATION.
 GQ0363'
 GQ0363'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1938, IS SET
 GQ0363'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0363'THE GROUND.  IT IS 1 FOOT WEST OF A CAIRN AND IN THE APPROXIMATE
 GQ0363'CENTER OF THE LOW BENCH-LIKE RIDGE RUNNING SOUTH OF THE
 GQ0363'STATION.
 GQ0363
 GQ0363                          STATION RECOVERY (1960)
 GQ0363
 GQ0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0363'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION WAS
 GQ0363'NOT OCCUPIED AT THIS TIME.
 GQ0363
 GQ0363                          STATION RECOVERY (1971)
 GQ0363
 GQ0363'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0363'BLACK 1938-GOOD
 GQ0363
 GQ0363                          STATION RECOVERY (1972)
 GQ0363
 GQ0363'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0363'GENERAL LOCATION ABOUT 9 MILES AIRLINE SE OF ST GEORGE,
 GQ0363'UTAH AND ABOUT 0.5 MILE S OF ARIZ.-UTAH STATE LINE
 GQ0363'
 GQ0363'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0363'
 GQ0363'STATION MARK STD USC AND GS BC SET IN BEDROCK OUTCROPPING
 GQ0363'STAMPED BLACK 1938
 GQ0363'
 GQ0363'REFERENCE MARKS STD USC AND GS BCS SET IN BEDROCK OUTCROPPING
 GQ0363'STAMPED STAMPED BLACK NO 1 AND BLACK NO 2 RESPECTIVELY (1938)
 GQ0363'
 GQ0363'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1897 ***********************************************************************
 CZ1897  DESIGNATION -  BLACK
 CZ1897  PID         -  CZ1897
 CZ1897  STATE/COUNTY-  AZ/PINAL
 CZ1897  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1897
 CZ1897                         *CURRENT SURVEY CONTROL
 CZ1897  ___________________________________________________________________
 CZ1897* NAD 83(1992)-  32 34 01.31660(N)    110 56 31.76546(W)     ADJUSTED  
 CZ1897* NAVD 88     -      1035.1    (meters)    3396.     (feet)  VERTCON   
 CZ1897  ___________________________________________________________________
 CZ1897  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CZ1897  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ1897
 CZ1897  HORZ ORDER  -  SECOND
 CZ1897
 CZ1897.The horizontal coordinates were established by classical geodetic methods
 CZ1897.and adjusted by the National Geodetic Survey in August 1993..
 CZ1897
 CZ1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1897
 CZ1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1897
 CZ1897.The geoid height was determined by GEOID03.
 CZ1897
 CZ1897;                    North         East     Units Scale Factor Converg.
 CZ1897;SPC AZ C     -   174,158.881   304,865.978   MT  1.00000322   +0 31 28.6
 CZ1897;SPC AZ C     -   571,387.40  1,000,216.46   iFT  1.00000322   +0 31 28.6
 CZ1897;UTM  12      - 3,603,291.252   505,429.683   MT  0.99960036   +0 01 52.1
 CZ1897
 CZ1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1897!SPC AZ C     -   0.99984198  x   1.00000322  =   0.99984520
 CZ1897!UTM  12      -   0.99984198  x   0.99960036  =   0.99944240
 CZ1897
 CZ1897|---------------------------------------------------------------------|
 CZ1897| PID    Reference Object                     Distance      Geod. Az  |
 CZ1897|                                                           dddmmss.s |
 CZ1897| CC6100 BLACK RM 1                           13.012 METERS 14818     |
 CZ1897| CZ1898 CRUZ                                APPROX. 6.2 KM 3112219.4 |
 CZ1897| CC6101 BLACK RM 2                           12.911 METERS 32812     |
 CZ1897|---------------------------------------------------------------------|
 CZ1897
 CZ1897                          SUPERSEDED SURVEY CONTROL
 CZ1897
 CZ1897  NAD 83(1986)-  32 34 01.31271(N)    110 56 31.75963(W) AD(       ) 2
 CZ1897  NAD 27      -  32 34 01.04840(N)    110 56 29.38355(W) AD(       ) 2
 CZ1897  NGVD 29 (07/19/86) 1034.4    (m)         3394.     (f) VERT ANG       
 CZ1897
 CZ1897.Superseded values are not recommended for survey control.
 CZ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1897.See file dsdata.txt to determine how the superseded data were derived.
 CZ1897
 CZ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0543003291(NAD 83)
 CZ1897_MARKER: DS = TRIANGULATION STATION DISK
 CZ1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1897+STABILITY: SURFACE MOTION
 CZ1897
 CZ1897  HISTORY     - Date     Condition        Report By
 CZ1897  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1897  HISTORY     - 1983     GOOD             AZDT
 CZ1897
 CZ1897                          STATION DESCRIPTION
 CZ1897
 CZ1897'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1897'THE STATION IS ABOUT 1 MILE NORTHWEST OF ORACLE JUNCTION, 10.5
 CZ1897'MILES WEST SOUTHWEST OF ORACLE, 0.29 MILE SOUTH OF REST AREA, IN
 CZ1897'THE EAST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 CZ1897'
 CZ1897'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BLACK 1977
 CZ1897'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 CZ1897'STATION IS 118 FEET EAST OF HWY. CENTERLINE, ABOUT 16 FEET WEST
 CZ1897'OF THE R/W FENCE LINE AND IS MARKED BY A WITNESS POST AND SIGN
 CZ1897'3.2 FEET TO EAST.
 CZ1897'
 CZ1897'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BLACK
 CZ1897'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST ABOUT
 CZ1897'16 FEET WEST OF R/W FENCE LINE.
 CZ1897'
 CZ1897'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BLACK
 CZ1897'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST ABOUT
 CZ1897'16 FEET WEST OF R/W FENCE LINE.
 CZ1897'
 CZ1897'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND
 CZ1897'U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1897'HWY. 80-89 TO MILE POST 91.85 AND THE STATION IN THE EAST R/W.
 CZ1897'
 CZ1897'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1897
 CZ1897                          STATION RECOVERY (1983)
 CZ1897
 CZ1897'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1897'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 CZ1897'THE ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2015 ***********************************************************************
 DU2015  DESIGNATION -  BLACK
 DU2015  PID         -  DU2015
 DU2015  STATE/COUNTY-  AZ/GILA
 DU2015  USGS QUAD   -  MEDDLER WASH (1986)
 DU2015
 DU2015                         *CURRENT SURVEY CONTROL
 DU2015  ___________________________________________________________________
 DU2015* NAD 83(1992)-  33 38 50.64382(N)    110 53 26.44126(W)     ADJUSTED  
 DU2015* NAVD 88     -      1327.7    (meters)    4356.     (feet)  VERTCON   
 DU2015  ___________________________________________________________________
 DU2015  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 DU2015  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU2015
 DU2015  HORZ ORDER  -  FIRST
 DU2015
 DU2015.The horizontal coordinates were established by classical geodetic methods
 DU2015.and adjusted by the National Geodetic Survey in August 1993..
 DU2015
 DU2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2015
 DU2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2015
 DU2015.The geoid height was determined by GEOID03.
 DU2015
 DU2015;                    North         East     Units Scale Factor Converg.
 DU2015;SPC AZ E     -   293,782.875   146,203.281   MT  0.99995558   -0 24 04.2
 DU2015;SPC AZ E     -   963,854.58    479,669.56   iFT  0.99995558   -0 24 04.2
 DU2015;UTM  12      - 3,723,066.985   510,137.162   MT  0.99960127   +0 03 38.1
 DU2015
 DU2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2015!SPC AZ E     -   0.99979591  x   0.99995558  =   0.99975150
 DU2015!UTM  12      -   0.99979591  x   0.99960127  =   0.99939726
 DU2015
 DU2015|---------------------------------------------------------------------|
 DU2015| PID    Reference Object                     Distance      Geod. Az  |
 DU2015|                                                           dddmmss.s |
 DU2015| CD1629 BLACK RM 1                            8.083 METERS 04117     |
 DU2015| CD1630 BLACK RM 2                            9.569 METERS 31121     |
 DU2015| CD1628 BLACK AZ MK                                        3545759.2 |
 DU2015|---------------------------------------------------------------------|
 DU2015
 DU2015                          SUPERSEDED SURVEY CONTROL
 DU2015
 DU2015  NAD 83(1986)-  33 38 50.63964(N)    110 53 26.44409(W) AD(       ) 1
 DU2015  NAD 27      -  33 38 50.46000(N)    110 53 24.03400(W) AD(       ) 1
 DU2015  NGVD 29 (09/20/88) 1327.1    (m)         4354.     (f) VERT ANG       
 DU2015
 DU2015.Superseded values are not recommended for survey control.
 DU2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2015.See file dsdata.txt to determine how the superseded data were derived.
 DU2015
 DU2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1013723067(NAD 83)
 DU2015_MARKER: DS = TRIANGULATION STATION DISK
 DU2015_SETTING: 80 = SET IN A BOULDER
 DU2015_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2015
 DU2015  HISTORY     - Date     Condition        Report By
 DU2015  HISTORY     - 1938     MONUMENTED       CGS
 DU2015  HISTORY     - 1947     GOOD             CGS
 DU2015  HISTORY     - 1966     GOOD             USGS
 DU2015  HISTORY     - 1972     GOOD             AZHD
 DU2015
 DU2015                          STATION DESCRIPTION
 DU2015
 DU2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2015'ABOUT 18 MILES, AIRLINE NORTH NORTHWEST OF GLOBE, ARIZ.  STATION
 DU2015'IS LOCATED ON THE HIGHEST POINT OF A LARGE ROCKY MESA KNOWN AS BLACK
 DU2015'MESA.  IT IS ON THE SOUTHWEST POINT OF THE MESA, WITH STEEP ROCKY
 DU2015'CLIFFS TO THE SOUTH OVERLOOKING THE SALT RIVER.  THE MESA SLOPES
 DU2015'GRADUAL TO THE NORTHEAST.
 DU2015'
 DU2015'TO REACH THE STATION FROM GLOBE, ARIZ. GO WEST ON U.S. HIWAY 60
 DU2015'FOR 5.0 MILES TO ITS JUNCTION WITH STATE HIWAY OF ARIZONA 88.
 DU2015'HERE TURN NORTH AND CONTINUE ON STATE HIWAY 88 FOR 17.2 MILES
 DU2015'TO A FORK.  HERE TAKE THE RIGHT FORK THE ROAD TO PLEASANT
 DU2015'VALLEY AND YOUNG, ARIZONA AND GO FOR 7.8 MILES TO A STEEL BRIDGE
 DU2015'OVER THE SALT RIVER.  THENCE CONTINUE ON FOR 3.1 MILES TO A WELL
 DU2015'TRAVELED ROAD TO THE RIGHT, EASTERLY.  THIS ROAD IS KNOWN AS
 DU2015'THE CHERRY CREEK ROAD.  TURN RIGHT ON THIS ROAD AND GO FOR
 DU2015'ABOUT 5.1 MILES TO A POINT ON THE ROAD NORTH OF THE MESA.  HERE
 DU2015'TURN OFF THE ROAD AND PICK WAY ACROSS COUNTRY FOR ABOUT 1/3
 DU2015'MILE, SOUTHERLY TOWARD THE NORTH SLOPE OF THE MESA.  THIS POINT
 DU2015'IS THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK ACROSS
 DU2015'COUNTRY AND UP NORTH SLOPE OF THE MESA AND THENCE
 DU2015'SOUTHWESTERLY ALONG THE SLOPE TO THE HIGHEST POINT AND THE
 DU2015'STATION SITE.
 DU2015'
 DU2015'R.M. 1 IS NORTHEAST OF THE STATION AND ABOUT ONE FOOT LOWER IN
 DU2015'ELEVATION.  R.M. 2 IS NORTHWEST OF THE STATION AND ABOUT 2 FEET
 DU2015'LOWER IN ELEVATION.  THE AZIMUTH MARK IS ABOUT 1/2 MILE NORTH OF
 DU2015'THE STATION AND ABOUT 100 FEET LOWER IN ELEVATION.  IT IS ON THE
 DU2015'NORTH SIDE OF A SMALL VALLEY IMMEDIATELY NORTH OF THE STATION
 DU2015'NEAR A GROUP OF SMALL TREES.
 DU2015'
 DU2015'THIS STATION IS ABOUT A TWO HOUR PACK.
 DU2015
 DU2015                          STATION RECOVERY (1947)
 DU2015
 DU2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2015'ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 DU2015'
 DU2015'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH-NORTHWEST
 DU2015'OF GLOBE ON THE SOUTHWEST AND HIGHEST POINT OF A LARGE ROCKY MESA
 DU2015'KNOWN LOCALLY AS BLACK MESA.  THE STATION MARK IS A BRONZE DISK
 DU2015'STAMPED--BLACK 1938, SET IN A BOULDER WHICH PROJECTS 8 INCHES AND
 DU2015'IS 15 FEET NORTH OF THE SOUTH RIM AND 10 FEET EAST OF A 3 FOOT
 DU2015'ROCK CAIRN.
 DU2015'
 DU2015'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--BLACK NO 1 1938,
 DU2015'SET IN A BOULDER WHICH PROJECTS 6 INCHES AND IS AT THE SAME
 DU2015'ELEVATION AS STATION MARK.
 DU2015'
 DU2015'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--BLACK NO 2 1938,
 DU2015'SET IN A BOULDER WHICH PROJECTS 4 INCHES AND IS 1 FOOT LOWER THAN
 DU2015'STATION MARK.
 DU2015'
 DU2015'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--BLACK 1938, SET IN
 DU2015'A BOULDER WHICH PROJECTS 2 FEET.  IT IS APPROXIMATELY 0.5 MILE
 DU2015'NORTH OF THE STATION ON THE NORTH SIDE OF A SMALL VALLEY NEAR A
 DU2015'GROUP OF SMALL TREES.
 DU2015'
 DU2015'TO REACH THE STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND
 DU2015'70 FOR 3.3 MILES TO ROAD RIGHT.  TURN RIGHT ON THE APACHE TRAIL
 DU2015'AND GO 14.9 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON THE
 DU2015'YOUNG ROAD 4.4 MILES TO BRIDGE OVER THE SALT RIVER.  CONTINUE
 DU2015'2.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO 4.9 MILES.  LEAVE
 DU2015'ROAD AND GO CROSS COUNTRY SOUTHERLY 0.9 MILE TO A GATE.  PASS
 DU2015'THROUGH GATE, THENCE SOUTHERLY UP STEEP GRADE 0.4 MILE TO TOP
 DU2015'OF RIDGE.  TURN RIGHT AND FOLLOW CREST OF RIDGE WESTERLY 2.0
 DU2015'MILES TO HIGHEST POINT AND STATION.  A FOUR WHEEL DRIVE
 DU2015'VEHICLE CAN BE DRIVEN TO THE STATION IN DRY WEATHER.  THE END
 DU2015'OF TRUCK TRAVEL FROM A TWO WHEEL DRIVE VEHICLE IS AT THE
 DU2015'POINT WHERE THE ROAD IS LEFT AS MENTIONED ABOVE.  FROM HERE
 DU2015'IT IS A 2 HOUR PACK TO STATION.
 DU2015'
 DU2015'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2015
 DU2015                          STATION RECOVERY (1966)
 DU2015
 DU2015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2015'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DU2015'
 DU2015'TO REACH FROM INTERSECTION OF U.S. HWYS. 60 AND 70 AND STATE HWY.
 DU2015'80, DRIVE 14.7 MI N. ON STATE HWY. 80 TO INTERSECTION WITH STATE
 DU2015'HWY. 288.  DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.
 DU2015'TURN RIGHT ON CHERRY CREEK RD. 4.7 MI TO T-RD. E. ABOUT 0.3 MI
 DU2015'PASSED SHARP BEND IN RD.  TURN RIGHT 2.2 MI ON EAST SLOPE OF MESA
 DU2015'TO HIGHEST PONT OF RD.  PACK S. TO HIGHEST POINT AND STATION.
 DU2015'ABOUT 5-MINUTE PACK.
 DU2015
 DU2015                          STATION RECOVERY (1972)
 DU2015
 DU2015'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2015'GENERAL LOCATION - TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2015'WINSLOW TO PHOENIX.  (NORTH NORTHWEST OF GLOBE)
 DU2015'
 DU2015'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2015'
 DU2015'STATION MARK - STD. B.C. STAMPED BLACK 1938.
 DU2015'
 DU2015'REFERENCE MARKS - NO. 1 AND NO. 2 STD. B.C. STAMPED BLACK 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0465 ***********************************************************************
 ER0465  DESIGNATION -  BLACK
 ER0465  PID         -  ER0465
 ER0465  STATE/COUNTY-  AZ/APACHE
 ER0465  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0465
 ER0465                         *CURRENT SURVEY CONTROL
 ER0465  ___________________________________________________________________
 ER0465* NAD 83(1992)-  34 33 30.48132(N)    109 29 31.68747(W)     ADJUSTED  
 ER0465* NAVD 88     -      1826.5    (meters)    5992.     (feet)  VERTCON   
 ER0465  ___________________________________________________________________
 ER0465  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 ER0465  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0465
 ER0465  HORZ ORDER  -  SECOND
 ER0465
 ER0465.The horizontal coordinates were established by classical geodetic methods
 ER0465.and adjusted by the National Geodetic Survey in August 1993..
 ER0465
 ER0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0465
 ER0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0465
 ER0465.The geoid height was determined by GEOID03.
 ER0465
 ER0465;                    North         East     Units Scale Factor Converg.
 ER0465;SPC AZ E     -   394,803.667   275,259.981   MT  0.99994721   +0 22 57.5
 ER0465;SPC AZ E     - 1,295,287.62    903,083.93   iFT  0.99994721   +0 22 57.5
 ER0465;UTM  12      - 3,825,113.223   638,335.891   MT  0.99983588   +0 51 19.7
 ER0465
 ER0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0465!SPC AZ E     -   0.99971704  x   0.99994721  =   0.99966426
 ER0465!UTM  12      -   0.99971704  x   0.99983588  =   0.99955296
 ER0465
 ER0465:                Primary Azimuth Mark                     Grid Az
 ER0465:SPC AZ E     -  LANE                                     105 05 17.6
 ER0465:UTM  12      -  LANE                                     104 36 55.4
 ER0465
 ER0465|---------------------------------------------------------------------|
 ER0465| PID    Reference Object                     Distance      Geod. Az  |
 ER0465|                                                           dddmmss.s |
 ER0465| ER0462 LANE                                APPROX.10.3 KM 1052815.1 |
 ER0465| CD1639 BLACK RM 1                            9.758 METERS 15357     |
 ER0465| CD1640 BLACK RM 2                           14.392 METERS 26443     |
 ER0465|---------------------------------------------------------------------|
 ER0465
 ER0465                          SUPERSEDED SURVEY CONTROL
 ER0465
 ER0465  NAD 83(1986)-  34 33 30.48000(N)    109 29 31.69584(W) AD(       ) 2
 ER0465  NAD 27      -  34 33 30.36564(N)    109 29 29.30166(W) AD(       ) 2
 ER0465  NGVD 29 (07/19/86) 1825.7    (m)         5990.     (f) VERT ANG       
 ER0465
 ER0465.Superseded values are not recommended for survey control.
 ER0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0465.See file dsdata.txt to determine how the superseded data were derived.
 ER0465
 ER0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3833625113(NAD 83)
 ER0465_MARKER: DD = SURVEY DISK
 ER0465_SETTING: 80 = SET IN A BOULDER
 ER0465_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0465+STABILITY: SURFACE MOTION
 ER0465
 ER0465  HISTORY     - Date     Condition        Report By
 ER0465  HISTORY     - 1979     MONUMENTED       AZDT
 ER0465
 ER0465                          STATION DESCRIPTION
 ER0465
 ER0465'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0465'THE STATION IS LOCATED 8 MILES WEST-NORTHWEST OF ST. JOHNS AND 1000
 ER0465'FEET EAST OF US HIGHWAY 180 ON TOP OF THE SOUTHERN HIGH POINT OF A
 ER0465'RIDGE.
 ER0465'
 ER0465'THE STATION MARK IS AN ADOT DISK STAMPED---BLACK 1979---AND IS SET IN
 ER0465'A DRILL HOLE IN A BOULDER, 3 1/2 FEET EAST-NORTHEAST OF WITNESS POST.
 ER0465'
 ER0465'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BLACK RM 1 1979---AND IS
 ER0465'SET IN A DRILL HOLE IN A BOULDER.
 ER0465'
 ER0465'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BLACK RM 2 1979---AND IS
 ER0465'SET IN A DRILL HOLE IN A BOULDER.
 ER0465'
 ER0465'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 180, 666 AND 61 IN
 ER0465'ST. JOHNS, TRAVEL WEST ALONG SR 61 FOR 5 MILES TO JUNCTION WITH US 180
 ER0465'TURN RIGHT ON 180 AND GO TO MP 354.20 AND STATION ON RIGHT ABOUT 1000
 ER0465'FEET.  WITH 4-WHEEL DRIVE CONTINUE TO A GATE ON RIGHT AT MILE POST
 ER0465'353.6 AND A GATE ON RIGHT, PICK WAY TO KNOLL ON RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1577 ***********************************************************************
 DA1577  DESIGNATION -  BLACK
 DA1577  PID         -  DA1577
 DA1577  STATE/COUNTY-  AZ/MARICOPA
 DA1577  USGS QUAD   -  BLACK GAP (1986)
 DA1577
 DA1577                         *CURRENT SURVEY CONTROL
 DA1577  ___________________________________________________________________
 DA1577* NAD 83(1992)-  32 45 05.27017(N)    112 49 35.80942(W)     ADJUSTED  
 DA1577* NAVD 88     -       316.73   (+/-2cm)    1039.1    (feet)  VERTCON   
 DA1577  ___________________________________________________________________
 DA1577  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DA1577  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1577
 DA1577  HORZ ORDER  -  SECOND
 DA1577  VERT ORDER  -  THIRD ? (See Below)
 DA1577
 DA1577.The horizontal coordinates were established by classical geodetic methods
 DA1577.and adjusted by the National Geodetic Survey in August 1993..
 DA1577
 DA1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1577.The vertical order pertains to the NGVD 29 superseded value.
 DA1577
 DA1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1577
 DA1577.The geoid height was determined by GEOID03.
 DA1577
 DA1577;                    North         East     Units Scale Factor Converg.
 DA1577;SPC AZ C     -   194,557.415   128,091.934   MT  0.99998962   -0 29 32.3
 DA1577;SPC AZ C     -   638,311.73    420,249.13   iFT  0.99998962   -0 29 32.3
 DA1577;UTM  12      - 3,625,210.765   328,876.443   MT  0.99996109   -0 59 18.4
 DA1577
 DA1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1577!SPC AZ C     -   0.99995518  x   0.99998962  =   0.99994480
 DA1577!UTM  12      -   0.99995518  x   0.99996109  =   0.99991627
 DA1577
 DA1577|---------------------------------------------------------------------|
 DA1577| PID    Reference Object                     Distance      Geod. Az  |
 DA1577|                                                           dddmmss.s |
 DA1577| CH4378 BLACK RM 1                           12.817 METERS 02102     |
 DA1577| DA1576 WHITE                               APPROX. 2.0 KM 0235422.1 |
 DA1577| CH4379 BLACK RM 2                           12.820 METERS 20117     |
 DA1577|---------------------------------------------------------------------|
 DA1577
 DA1577                          SUPERSEDED SURVEY CONTROL
 DA1577
 DA1577  NAD 83(1986)-  32 45 05.26425(N)    112 49 35.81569(W) AD(       ) 2
 DA1577  NAD 27      -  32 45 05.08479(N)    112 49 33.21994(W) AD(       ) 2
 DA1577  NGVD 29 (07/19/86)  316.11   (m)         1037.1    (f) LEVELING    3  
 DA1577
 DA1577.Superseded values are not recommended for survey control.
 DA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1577.See file dsdata.txt to determine how the superseded data were derived.
 DA1577
 DA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2887625211(NAD 83)
 DA1577_MARKER: DD = SURVEY DISK
 DA1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1577+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1577
 DA1577  HISTORY     - Date     Condition        Report By
 DA1577  HISTORY     - 1975     MONUMENTED       AZDT
 DA1577  HISTORY     - 20010730 GOOD             NGS
 DA1577  HISTORY     - 20060220 GOOD             USPSQD
 DA1577
 DA1577                          STATION DESCRIPTION
 DA1577
 DA1577'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1577'THE STATION IS LOCATED ABOUT 14.9 MILES SOUTHWEST OF GILA BEND
 DA1577'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1577'
 DA1577'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BLACK
 DA1577'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT PROJECTING
 DA1577'0.3 FEET.  THE MARK IS 175 FEET WEST OF THE CENTERLINE OF STATE
 DA1577'ROUTE 85, 24 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 2.6
 DA1577'FEET EAST OF A WITNESS POST AND 26.2 FEET NORTHEAST OF UTILITY
 DA1577'POLE 525.
 DA1577'
 DA1577'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1577'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1577'IN THE WEST RIGHT-OF-WAY OF STATE HWY. 85, 24 FEET EAST OF
 DA1577'RIGHT-OF-WAY FENCE, 42.3 FEET NORTH OF A WITNESS POST AND 176 FEET
 DA1577'WEST OF HWY. CENTERLINE.
 DA1577'
 DA1577'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1577'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN THE
 DA1577'WEST RIGHT-OF-WAY OF STATE HWY. 85.  THE MARK IS 25.2 FEET
 DA1577'SOUTHEAST OF UTILITY POLE 525, 23 FEET EAST OF RIGHT-OF-WAY FENCE,
 DA1577'42 FEET SOUTH OF WITNESS POST AND 176 FEET WEST OF HWY.
 DA1577'CENTERLINE.
 DA1577'
 DA1577'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1577'GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1577'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER HWY. I-8
 DA1577'OVERPASS, CONTINUE SOUTHERLY ON STATE HWY. 85 TO MILE POST 15.15
 DA1577'(14.65 MILES) AND THE STATION IN THE WEST RIGHT-OF-WAY MARKED BY
 DA1577'A WITNESS POST.
 DA1577'
 DA1577'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1577
 DA1577                          STATION RECOVERY (2001)
 DA1577
 DA1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1577'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1577
 DA1577                          STATION RECOVERY (2006)
 DA1577
 DA1577'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1990 ***********************************************************************
 DV1990  DESIGNATION -  BLACK
 DV1990  PID         -  DV1990
 DV1990  STATE/COUNTY-  AZ/MARICOPA
 DV1990  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1990
 DV1990                         *CURRENT SURVEY CONTROL
 DV1990  ___________________________________________________________________
 DV1990* NAD 83(1992)-  33 52 14.71829(N)    112 14 54.91033(W)     ADJUSTED  
 DV1990* NAVD 88     -       740.6    (meters)    2430.     (feet)  VERTCON   
 DV1990  ___________________________________________________________________
 DV1990  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DV1990  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DV1990
 DV1990  HORZ ORDER  -  SECOND
 DV1990
 DV1990.The horizontal coordinates were established by classical geodetic methods
 DV1990.and adjusted by the National Geodetic Survey in August 1993..
 DV1990
 DV1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1990
 DV1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1990
 DV1990.The geoid height was determined by GEOID03.
 DV1990
 DV1990;                    North         East     Units Scale Factor Converg.
 DV1990;SPC AZ C     -   318,368.851   182,652.327   MT  0.99991162   -0 11 06.0
 DV1990;SPC AZ C     - 1,044,517.23    599,253.04   iFT  0.99991162   -0 11 06.0
 DV1990;UTM  12      - 3,748,527.046   384,517.945   MT  0.99976440   -0 41 45.4
 DV1990
 DV1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1990!SPC AZ C     -   0.99988833  x   0.99991162  =   0.99979996
 DV1990!UTM  12      -   0.99988833  x   0.99976440  =   0.99965276
 DV1990
 DV1990|---------------------------------------------------------------------|
 DV1990| PID    Reference Object                     Distance      Geod. Az  |
 DV1990|                                                           dddmmss.s |
 DV1990| CH4377 BLACK RM 2                            9.281 METERS 04534     |
 DV1990| DV0147 NEW RM 1                                           07507     |
 DV1990| CH4376 BLACK RM 1                            9.501 METERS 15423     |
 DV1990| CH4375 BLACK AZ MK                                        2251202.9 |
 DV1990|---------------------------------------------------------------------|
 DV1990
 DV1990                          SUPERSEDED SURVEY CONTROL
 DV1990
 DV1990  NAD 83(1986)-  33 52 14.71360(N)    112 14 54.91441(W) AD(       ) 2
 DV1990  NAD 27      -  33 52 14.59100(N)    112 14 52.33300(W) AD(       ) 2
 DV1990  NGVD 29 (07/19/86)  740.0    (m)         2428.     (f) VERT ANG       
 DV1990
 DV1990.Superseded values are not recommended for survey control.
 DV1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1990.See file dsdata.txt to determine how the superseded data were derived.
 DV1990
 DV1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8451848527(NAD 83)
 DV1990_MARKER: DS = TRIANGULATION STATION DISK
 DV1990_SETTING: 66 = SET IN ROCK OUTCROP
 DV1990_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1990+STABILITY: POSITION/ELEVATION WELL
 DV1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1990+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 DV1990
 DV1990  HISTORY     - Date     Condition        Report By
 DV1990  HISTORY     - 1924     MONUMENTED       CGS
 DV1990  HISTORY     - 1947     GOOD             CGS
 DV1990  HISTORY     - 1959     GOOD             CGS
 DV1990  HISTORY     - 1975     GOOD             NGS
 DV1990  HISTORY     - 1986     GOOD             AZDT
 DV1990  HISTORY     - 20031227 GOOD             USPSQD
 DV1990
 DV1990                          STATION DESCRIPTION
 DV1990
 DV1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1990'ABOUT 30 MILES NORTH AND 9 MILES WEST OF PHOENIX, 2 MILES
 DV1990'NORTHEAST OF FROG TANKS, AND 2 MILES SOUTHEAST OF THE SULLIVAN
 DV1990'RANCH, ON THE FIRST RANGE OF HIGH BLACK MALPAIS HILLS EAST
 DV1990'OF THE AGUA FRIA.  THE HILL OR RIDGE ON WHICH THE STATION IS
 DV1990'LOCATED IS VISIBLE FROM THE FROG TANKS ROAD AND HAS A WHITE
 DV1990'SCAR NEAR THE SOUTH END.  A HIGHER RIDGE LIES 1 MILE NORTHEAST.
 DV1990'MARKED BY A STANDARD BRONZE DISK SET IN MALPAIS BOULDER.
 DV1990
 DV1990                          STATION RECOVERY (1947)
 DV1990
 DV1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV1990'THE STATION AND ONE REFERENCE MARK WAS RECOVERED AS DESCRIBED
 DV1990'AND FOUND IN GOOD CONDITION.  A COMPLETE AND NEW DESCRIPTION
 DV1990'FOLLOWS WITH THE FOLLOWING ADDITIONS NOTED.
 DV1990'
 DV1990'AN AZIMUTH MARK AND ONE ADDITIONAL REFERENCE MARK HAS BEEN
 DV1990'ESTABLISHED, THE DATE 1924 WAS STAMPED ON THE STATION DISK
 DV1990'AND TO THE ORIGINAL REFERENCE MARK THE STAMPING NO 1 1924
 DV1990'WAS ADDED.
 DV1990'
 DV1990'LOCATED ABOUT 16 MILES NORTH OF MARINETTE AND 1.5 MILES NORTHEAST
 DV1990'OF THE LAKE PLEASANT DAM.  IT IS ON THE FIRST HIGH RANGE OF
 DV1990'BLACK MALPAIS ON THE EAST SIDE OF LAKE PLEASANT AND NEAR THE
 DV1990'NORTH END OF THE HIGHEST PART OF THE MOUNTAIN.  THE MOUNTAIN
 DV1990'HAS A PROMINENT WHITE SCAR ON ITS SOUTH SLOPE AND THERE ARE
 DV1990'HIGHER ELEVATIONS ABOUT 1 MILE NORTHEAST AND EAST SOUTHEAST
 DV1990'OF THE STATION.  THE STATION IS STAMPED BLACK 1924 AND PROJECTS
 DV1990'8 INCHES.
 DV1990'
 DV1990'REFERENCE MARK NO. 1 IS ONE FOOT HIGHER THAN THE STATION.
 DV1990'IT IS STAMPED BLACK NO 1 1924 AND PROJECTS 20 INCHES.
 DV1990'
 DV1990'REFERENCE MARK NO. 2 IS ONE FOOT LOWER THAN THE STATION.  IT
 DV1990'IS STAMPED BLACK NO 2 1947 AND PROJECTS 6 INCHES.
 DV1990'
 DV1990'THE AZIMUTH MARK IS LOCATED IN THE EAST END OF THE SOUTH
 DV1990'GUARD RAIL OF THE HIGHWAY OVER THE LAKE PLEASANT DAM.  IT IS
 DV1990'STAMPED BLACK 1947.
 DV1990'
 DV1990'NOTE--THERE IS NO AVAILABLE DATA ON THE DISTANCE AND DIRECTION
 DV1990'OF R.M. 1 1924
 DV1990'
 DV1990'TO REACH THE STATION FROM THE POST OFFICE IN MARINETTE GO
 DV1990'NORTHWEST ON U.S. HIGHWAYS 60, 70 AND 89 FOR 0.5 MILE TO A
 DV1990'GRAVEL ROAD RIGHT AND SIGN LAKE PLEASANT 20 MILES.  TURN RIGHT
 DV1990'4.6 MILES TO A FORK JUST AFTER CROSSING A CATTLE GUARD.
 DV1990'TAKE RIGHT FORK 4 MILES TO ANOTHER CATTLE GUARD.  CONTINUE 5.6
 DV1990'MILES TO A FORK AND SIGN LAKE PLEASANT.  KEEP RIGHT FORK 1.6
 DV1990'MILES TO ANOTHER FORK.  TAKE LEFT FORK 2.3 MILES TO A BRIDGE
 DV1990'AT THE BOTTOM OF HILL WHERE THE ROAD TURNS LEFT.  AND THE
 DV1990'END OF TRUCK TRAVEL.  FROM HERE PACK NORTH NORTHEAST TOWARD
 DV1990'THE WHITE SCAR, THEN UP THE STEEP SLOPE TO THE TOP AND THE
 DV1990'STATION.
 DV1990'
 DV1990'TO REACH THE AZIMUTH MARK CONTINUE ROAD 0.7 MILE FROM THE
 DV1990'END OF TRUCK TRAVEL TO THE LAKE PLEASANT DAM.
 DV1990
 DV1990                          STATION RECOVERY (1959)
 DV1990
 DV1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV1990'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1990'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DV1990'IS ADEQUATE.
 DV1990
 DV1990                          STATION RECOVERY (1975)
 DV1990
 DV1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DV1990'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1990'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  OWING TO A
 DV1990'LOCKED GATE THE 1947 ROUTE WAS NOT CHECKED BEYOND THE AZIMUTH
 DV1990'MARK.  THE STATION IS ABOUT A 1 HOUR PACK FROM A POINT 1 MILE
 DV1990'SOUTHWEST OF THE MOUNTAIN.
 DV1990'
 DV1990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES NORTH OF
 DV1990'PHOENIX.
 DV1990'
 DV1990'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1990
 DV1990                          STATION RECOVERY (1986)
 DV1990
 DV1990'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1990'THE STATION MARK, REFERENCE MARKS AND THE AZMUTH MARK WERE RECOVERED
 DV1990'AND FOUND IN GOOD CONDITION A NEW ROUTE TO THE STATION FOLLOWS.
 DV1990'
 DV1990'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND CAREFREE
 DV1990'HIGHWAY TRAFFIC INTERCHANGE A FEW MILES NORTH OF PHOENIX, TRAVEL WEST
 DV1990'ALONG THE CAREFREE HIGHWAY FOR 6.6 MILES TO A T-ROAD RIGHT.  TURN
 DV1990'RIGHT AND TRAVEL NORTH FOR 2.2 MILES TO A STOP SIGN.  TURN RIGHT ON A
 DV1990'GRADED DIRT ROAD PASSING THROUGH A GATE FOR 100 FEET, TURN LEFT ACROSS
 DV1990'A CATTLE GUARD AND TRAVEL 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 DV1990'CROSSING A CATTLE GUARD FOR 1.5 MILES TO AN INTERSECTION.  TURN LEFT
 DV1990'AND TRAVEL NORTH ON A DIM TRACK ROAD FOR 0.15 MILE TO A FORK AND THE
 DV1990'AZIMUTH MARK AT THE NORTHEAST CORNER OF WADDEL DAM AT LAKE PLEASANT.
 DV1990'TAKE THE LEFT FORK FOR 0.55 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.5
 DV1990'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE 0.2 MILE TO THE
 DV1990'END OF TRUCK TRAVEL.  PACK NORTHWEST UP THE HILL TO THE STATION ON THE
 DV1990'WEST EDGE OF THE RIDGE.
 DV1990
 DV1990                          STATION RECOVERY (2003)
 DV1990
 DV1990'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV1990'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0891 ***********************************************************************
 ES0891  DESIGNATION -  BLACK
 ES0891  PID         -  ES0891
 ES0891  STATE/COUNTY-  AZ/NAVAJO
 ES0891  USGS QUAD   -  O W POINT (1990)
 ES0891
 ES0891                         *CURRENT SURVEY CONTROL
 ES0891  ___________________________________________________________________
 ES0891* NAD 83(1992)-  34 20 02.66758(N)    110 45 04.39852(W)     ADJUSTED  
 ES0891* NAVD 88     -      2304.8    (meters)    7562.     (feet)  VERTCON   
 ES0891  ___________________________________________________________________
 ES0891  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 ES0891  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ES0891
 ES0891  HORZ ORDER  -  SECOND
 ES0891
 ES0891.The horizontal coordinates were established by classical geodetic methods
 ES0891.and adjusted by the National Geodetic Survey in August 1993..
 ES0891
 ES0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0891
 ES0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0891
 ES0891.The geoid height was determined by GEOID03.
 ES0891
 ES0891;                    North         East     Units Scale Factor Converg.
 ES0891;SPC AZ E     -   369,862.232   159,573.364   MT  0.99993565   -0 19 46.9
 ES0891;SPC AZ E     - 1,213,458.77    523,534.66   iFT  0.99993565   -0 19 46.9
 ES0891;SPC AZ C     -   370,322.675   320,598.035   MT  1.00004171   +0 39 26.6
 ES0891;SPC AZ C     - 1,214,969.41  1,051,830.82   iFT  1.00004171   +0 39 26.6
 ES0891;UTM  12      - 3,799,226.507   522,883.825   MT  0.99960645   +0 08 25.1
 ES0891
 ES0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0891!SPC AZ E     -   0.99964208  x   0.99993565  =   0.99957775
 ES0891!SPC AZ C     -   0.99964208  x   1.00004171  =   0.99968378
 ES0891!UTM  12      -   0.99964208  x   0.99960645  =   0.99924867
 ES0891
 ES0891:                Primary Azimuth Mark                     Grid Az
 ES0891:SPC AZ E     -  RESORT                                   257 15 14.5
 ES0891:SPC AZ C     -  RESORT                                   256 16 01.0
 ES0891:UTM  12      -  RESORT                                   256 47 02.5
 ES0891
 ES0891|---------------------------------------------------------------------|
 ES0891| PID    Reference Object                     Distance      Geod. Az  |
 ES0891|                                                           dddmmss.s |
 ES0891| ES0936 RESORT                              APPROX. 2.1 KM 2565527.6 |
 ES0891|---------------------------------------------------------------------|
 ES0891
 ES0891                          SUPERSEDED SURVEY CONTROL
 ES0891
 ES0891  NAD 83(1986)-  34 20 02.66182(N)    110 45 04.40329(W) AD(       ) 2
 ES0891  NGVD 29 (08/03/87) 2303.7    (m)         7558.     (f) VERT ANG       
 ES0891
 ES0891.Superseded values are not recommended for survey control.
 ES0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0891.See file dsdata.txt to determine how the superseded data were derived.
 ES0891
 ES0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2288499227(NAD 83)
 ES0891_MARKER: DS = TRIANGULATION STATION DISK
 ES0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0891+STABILITY: SURFACE MOTION
 ES0891
 ES0891  HISTORY     - Date     Condition        Report By
 ES0891  HISTORY     - 1984     MONUMENTED       AZDT
 ES0891  HISTORY     - 19971011 GOOD             USPSQD
 ES0891  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0891
 ES0891                          STATION DESCRIPTION
 ES0891
 ES0891'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0891'THE STATION IS LOCATED 11 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0891'SIDE OF STATE ROUTE 260.
 ES0891'
 ES0891'THE STATION MARK IS AN AZDT DISK STAMPED---BLACK 1984---.  IT IS SET
 ES0891'IN TOP OF A 10 INCH CONCRETE MONUMENT 68 FEET NORTH OF THE RIGHT OF
 ES0891'WAY FENCE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET
 ES0891'SOUTH OF THE WITNESS POST.
 ES0891'
 ES0891'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0891'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 12.5 MILES TO
 ES0891'MILE POST 291.3 AND THE STATION ON THE LEFT.
 ES0891
 ES0891                          STATION RECOVERY (1997)
 ES0891
 ES0891'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0891'RECOVERED IN GOOD CONDITION.
 ES0891
 ES0891                          STATION RECOVERY (2005)
 ES0891
 ES0891'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1588 ***********************************************************************
 GR1588  DESIGNATION -  BLACK
 GR1588  PID         -  GR1588
 GR1588  STATE/COUNTY-  AZ/MOHAVE
 GR1588  USGS QUAD   -  BOULDER CANYON (1983)
 GR1588
 GR1588                         *CURRENT SURVEY CONTROL
 GR1588  ___________________________________________________________________
 GR1588* NAD 83(1992)-  36 07 34.42380(N)    114 33 46.48751(W)     ADJUSTED  
 GR1588* NAVD 88     -      1086.7    (meters)    3565.     (feet)  VERTCON   
 GR1588  ___________________________________________________________________
 GR1588  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GR1588  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1588
 GR1588  HORZ ORDER  -  THIRD
 GR1588
 GR1588.The horizontal coordinates were established by classical geodetic methods
 GR1588.and adjusted by the National Geodetic Survey in August 1993..
 GR1588
 GR1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1588
 GR1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1588
 GR1588.The geoid height was determined by GEOID03.
 GR1588
 GR1588;                    North         East     Units Scale Factor Converg.
 GR1588;SPC AZ W     -   568,842.869   140,185.855   MT  0.99999928   -0 28 45.4
 GR1588;SPC AZ W     - 1,866,282.38    459,927.35   iFT  0.99999928   -0 28 45.4
 GR1588;SPC NV E     - 8,153,157.688   291,850.306   MT  1.00000392   +0 36 05.9
 GR1588;SPC NV E     -26,749,151.51    957,512.21   sFT  1.00000392   +0 36 05.9
 GR1588;UTM  11      - 4,000,700.148   719,318.603   MT  1.00019271   +1 26 14.6
 GR1588
 GR1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1588!SPC AZ W     -   0.99983385  x   0.99999928  =   0.99983313
 GR1588!SPC NV E     -   0.99983385  x   1.00000392  =   0.99983777
 GR1588!UTM  11      -   0.99983385  x   1.00019271  =   1.00002653
 GR1588
 GR1588:                Primary Azimuth Mark                     Grid Az
 GR1588:SPC AZ W     -  CANYON                                   236 16 54.5
 GR1588:SPC NV E     -  CANYON                                   235 12 03.2
 GR1588:UTM  11      -  CANYON                                   234 21 54.5
 GR1588
 GR1588|---------------------------------------------------------------------|
 GR1588| PID    Reference Object                     Distance      Geod. Az  |
 GR1588|                                                           dddmmss.s |
 GR1588| GR1590 CANYON                              APPROX. 7.8 KM 2354809.1 |
 GR1588|---------------------------------------------------------------------|
 GR1588
 GR1588                          SUPERSEDED SURVEY CONTROL
 GR1588
 GR1588  NAD 83(1986)-  36 07 34.41126(N)    114 33 46.47909(W) AD(       ) 3
 GR1588  NGVD 29 (06/27/88) 1086.0    (m)         3563.     (f) VERT ANG       
 GR1588
 GR1588.Superseded values are not recommended for survey control.
 GR1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1588.See file dsdata.txt to determine how the superseded data were derived.
 GR1588
 GR1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1931900700(NAD 83)
 GR1588_MARKER: DS = TRIANGULATION STATION DISK
 GR1588_SETTING: 66 = SET IN ROCK OUTCROP
 GR1588_SP_SET: SET IN ROCK OUTCROP
 GR1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1588+STABILITY: POSITION/ELEVATION WELL
 GR1588
 GR1588  HISTORY     - Date     Condition        Report By
 GR1588  HISTORY     - 1948     MONUMENTED       USGS
 GR1588  HISTORY     - 1951     GOOD             USGS
 GR1588
 GR1588                          STATION DESCRIPTION
 GR1588
 GR1588'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1588'LOCATED ABOUT 13 MI NE. OF HOOVER DAM, ABOUT 2 MI S. OF BOULDER
 GR1588'CANYON, ON MAIN RIDGE OF BLACK MTNS., 1 MI N. OF HIGHEST POINT IN
 GR1588'IMMEDIATE VICINITY OF THIS RIDGE, ON SMALL TOP.
 GR1588'
 GR1588'TO REACH TAKE BOAT TO LARGE WASH ABOUT 2 MI SE. OF EAST END OF
 GR1588'BOULDER CANYON.  WALK W. UP WASH TO TOP OF RIDGE AND STATION.  A
 GR1588'2-HOUR PACK.
 GR1588'
 GR1588'STATION MARK--STANDARD TABLET STAMPED---BLACK 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588'
 GR1588'RM 1--STANDARD RM TABLET STAMPED---BLACK NO 1 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588'
 GR1588'RM 2--STANDARD RM TABLET STAMPED---BLACK NO 2 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588
 GR1588                          STATION RECOVERY (1951)
 GR1588
 GR1588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0482 ***********************************************************************
 GP0482  DESIGNATION -  BLACK
 GP0482  PID         -  GP0482
 GP0482  STATE/COUNTY-  AZ/COCONINO
 GP0482  USGS QUAD   -  THE GAP (1981)
 GP0482
 GP0482                         *CURRENT SURVEY CONTROL
 GP0482  ___________________________________________________________________
 GP0482* NAD 83(1992)-  36 15 51.36443(N)    111 25 41.59804(W)     ADJUSTED  
 GP0482* NAVD 88     -      1582.0    (meters)    5190.     (feet)  VERTCON   
 GP0482  ___________________________________________________________________
 GP0482  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GP0482  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0482
 GP0482  HORZ ORDER  -  SECOND
 GP0482
 GP0482.The horizontal coordinates were established by classical geodetic methods
 GP0482.and adjusted by the National Geodetic Survey in August 1993..
 GP0482
 GP0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0482
 GP0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0482
 GP0482.The geoid height was determined by GEOID03.
 GP0482
 GP0482;                    North         East     Units Scale Factor Converg.
 GP0482;SPC AZ C     -   583,944.165   257,248.371   MT  0.99992373   +0 17 20.1
 GP0482;SPC AZ C     - 1,915,827.31    843,990.72   iFT  0.99992373   +0 17 20.1
 GP0482;UTM  12      - 4,013,345.300   461,534.466   MT  0.99961823   -0 15 11.9
 GP0482
 GP0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0482!SPC AZ C     -   0.99975540  x   0.99992373  =   0.99967915
 GP0482!UTM  12      -   0.99975540  x   0.99961823  =   0.99937373
 GP0482
 GP0482|---------------------------------------------------------------------|
 GP0482| PID    Reference Object                     Distance      Geod. Az  |
 GP0482|                                                           dddmmss.s |
 GP0482| CR7955 BLACK RM 1                           10.572 METERS 14641     |
 GP0482| GP0488 CUT                                 APPROX. 4.4 KM 1494214.3 |
 GP0482| CR7956 BLACK RM 2                           10.753 METERS 32639     |
 GP0482|---------------------------------------------------------------------|
 GP0482
 GP0482                          SUPERSEDED SURVEY CONTROL
 GP0482
 GP0482  NAD 83(1986)-  36 15 51.36390(N)    111 25 41.59866(W) AD(       ) 2
 GP0482  NGVD 29 (07/12/88) 1581.1    (m)         5187.     (f) VERT ANG       
 GP0482
 GP0482.Superseded values are not recommended for survey control.
 GP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0482.See file dsdata.txt to determine how the superseded data were derived.
 GP0482
 GP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6153413345(NAD 83)
 GP0482_MARKER: DS = TRIANGULATION STATION DISK
 GP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0482+STABILITY: SURFACE MOTION
 GP0482
 GP0482  HISTORY     - Date     Condition        Report By
 GP0482  HISTORY     - 1983     MONUMENTED       AZDT
 GP0482  HISTORY     - 19931201 GOOD             USPSQD
 GP0482
 GP0482                          STATION DESCRIPTION
 GP0482
 GP0482'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0482'THE STATION IS 27 MILES NORTH OF CAMERON, 3-1/4 MILES SOUTH OF THE GAP
 GP0482'TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0482'
 GP0482'THE STATION MARK IS AN AZDT DISK STAMPED---BLACK 1983---.  IT IS SET
 GP0482'IN TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET NORTHEAST OF THE CENTER
 GP0482'LINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 GP0482'
 GP0482'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACK RM 1 1983---.  IT IS
 GP0482'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0482'
 GP0482'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACK RM 2 1983---.  IT IS
 GP0482'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0482'
 GP0482'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0482'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0482'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 89.  TURN LEFT AND
 GP0482'TRAVEL SOUTH FOR 24.5 MILES TO THE JUNCTION WITH U.S. 89 ALT.  TURN
 GP0482'LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 26 MILES TO THE GAP TRADING
 GP0482'POST, CONTINUE SOUTH ALONG U.S. 89 FOR 3.2 MILES TO THE STATION ON THE
 GP0482'LEFT AT A HIGHWAY CUT AT MILE POST 494.8.
 GP0482
 GP0482                          STATION RECOVERY (1993)
 GP0482
 GP0482'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1118 ***********************************************************************
 ET1118  DESIGNATION -  BLACK
 ET1118  PID         -  ET1118
 ET1118  STATE/COUNTY-  AZ/YAVAPAI
 ET1118  USGS QUAD   -  SYCAMORE BASIN (1973)
 ET1118
 ET1118                         *CURRENT SURVEY CONTROL
 ET1118  ___________________________________________________________________
 ET1118* NAD 83(1992)-  34 53 43.00720(N)    112 01 49.21480(W)     ADJUSTED  
 ET1118* NAVD 88     -      1843.4    (meters)    6048.     (feet)  VERTCON   
 ET1118  ___________________________________________________________________
 ET1118  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 ET1118  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 ET1118
 ET1118  HORZ ORDER  -  THIRD
 ET1118
 ET1118.The horizontal coordinates were established by classical geodetic methods
 ET1118.and adjusted by the National Geodetic Survey in August 1993..
 ET1118
 ET1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1118
 ET1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1118
 ET1118.The geoid height was determined by GEOID03.
 ET1118
 ET1118;                    North         East     Units Scale Factor Converg.
 ET1118;SPC AZ C     -   431,963.652   202,971.037   MT  0.99990133   -0 03 54.1
 ET1118;SPC AZ C     - 1,417,203.58    665,915.48   iFT  0.99990133   -0 03 54.1
 ET1118;UTM  12      - 3,861,914.364   405,858.610   MT  0.99970923   -0 35 22.1
 ET1118
 ET1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1118!SPC AZ C     -   0.99971463  x   0.99990133  =   0.99961599
 ET1118!UTM  12      -   0.99971463  x   0.99970923  =   0.99942394
 ET1118
 ET1118|---------------------------------------------------------------------|
 ET1118| PID    Reference Object                     Distance      Geod. Az  |
 ET1118|                                                           dddmmss.s |
 ET1118| CS3963 BLACK RM 2                           21.126 METERS 14515     |
 ET1118| CS3962 BLACK RM 1                            7.952 METERS 22624     |
 ET1118| ET1119 BOX                                 APPROX.20.9 KM 2605119.0 |
 ET1118|---------------------------------------------------------------------|
 ET1118
 ET1118                          SUPERSEDED SURVEY CONTROL
 ET1118
 ET1118  NAD 83(1986)-  34 53 43.00326(N)    112 01 49.21286(W) AD(       ) 3
 ET1118  NGVD 29 (04/23/90) 1842.6    (m)         6045.     (f) VERT ANG       
 ET1118
 ET1118.Superseded values are not recommended for survey control.
 ET1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1118.See file dsdata.txt to determine how the superseded data were derived.
 ET1118
 ET1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0585961914(NAD 83)
 ET1118_MARKER: DS = TRIANGULATION STATION DISK
 ET1118_SETTING: 66 = SET IN ROCK OUTCROP
 ET1118_SP_SET: SET IN ROCK OUTCROP
 ET1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1118+STABILITY: POSITION/ELEVATION WELL
 ET1118
 ET1118  HISTORY     - Date     Condition        Report By
 ET1118  HISTORY     - 1943     MONUMENTED       USGS
 ET1118  HISTORY     - 1973     GOOD             USGS
 ET1118
 ET1118                          STATION DESCRIPTION
 ET1118
 ET1118'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1118'LOCATED 10.5 MI N. AND 0.8 MI W. OF COTTONWOOD.  ON TOP OF BLACK
 ET1118'MTN. ON HIGHEST PART OF SUMMIT BUT ABOUT 150 FT S. OF HIGHEST
 ET1118'POINT WHICH RISES 2 OR 3 FT HIGHER THAN STATION MARK, ABOUT 200
 ET1118'FT W. OF EAST EDGE, 80 FT N. OF SOUTH EDGE OF TOP.
 ET1118'
 ET1118'STATION MARK--STANDARD TABLET STAMPED---BLACK 1943---, CEMENTED IN
 ET1118'HARD LOW OUTCROP.
 ET1118'
 ET1118'RM 1--STANDARD RM TABLET STAMPED---BLACK 1943 NO 1---, CEMENTED IN
 ET1118'LOW OUTCROP.
 ET1118'
 ET1118'RM 2--STANDARD RM TABLET STAMPED---BLACK 1943 NO 2---, CEMENTED IN
 ET1118'LOW OUTCROP.
 ET1118
 ET1118                          STATION RECOVERY (1973)
 ET1118
 ET1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1118'TO REACH FROM POST OFFICE IN COTTONWOOD, GO 3.9 MI N. ON U.S.
 ET1118'HWY. 89A TOWARD FLAGSTAFF TO DIRT RD. LEFT AT SIGN
 ET1118'ENTERING COCONINO NATIONAL FOREST, CONTINUE 1.5 MI TO DIRT RD.
 ET1118'LEFT (FS RD. 761).  TURN LEFT 0.7 MI N. TO RD. FORK.  KEEP RIGHT
 ET1118'2.8 MI TO T-RD. RIGHT, CONTINUE STRAIGHT 1.7 MI TO RD. FORK RIGHT
 ET1118'AND SIGN PRIMITIVE RD, CONTINUE STRAIGHT 1.4 MI TO RD. FORK
 ET1118'LEFT AND SIGN BUCKBOARD RD, DUFF MESA RD 7, CONTINUE STRAIGHT
 ET1118'2.2 MI TO RD. FORK.  TAKE LEFT FORK 0.6 MI TO RD. JCT. AT
 ET1118'WHEATFIELD TANKS.  KEEP RIGHT 0.7 MI TO RD. FORK LEFT AND USFS
 ET1118'SIGN PRIMITIVE RD 761A.  TURN LEFT 0.5 MI TO GATE, PASS THROUGH
 ET1118'GATE 0.4 MI TO REVERSE Y-RD. (ABANDONED) AT POINT WHERE RD.
 ET1118'CROSSES UNDER WOODEN POLE TRANSMISSION LINE.  KEEP RIGHT 0.5 MI TO
 ET1118'DIM TRACK RD. LEFT.  TURN LEFT 0.7 MI UP SIDE OF BLACK MOUNTAIN TO
 ET1118'OLD STONE QUARRY, CABIN AND END OF TRUCK TRAVEL (4-WHEEL DRIVE
 ET1118'REQUIRED FOR THIS LAST PORTION).  PACK UP FROM QUARRY ALONG OLD
 ET1118'TRACK RD. IMPOSSIBLE TO DRIVE BECAUSE OF SLIDE AREAS ABOUT 1 HOUR
 ET1118'TO POINT WHERE RD. STARTS DESCENDING TO EARTH STOCKPOND.  LEAVE
 ET1118'RD. W. CROSS-COUNTRY TO HIGHEST PART OF TOP AND STATION.  TOTAL
 ET1118'PACK TIME 1 HOUR 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0622 ***********************************************************************
 DV0622  DESIGNATION -  BLACK AZ MK
 DV0622  PID         -  DV0622
 DV0622  STATE/COUNTY-  AZ/MARICOPA
 DV0622  USGS QUAD   -  PHOENIX (1982)
 DV0622
 DV0622                         *CURRENT SURVEY CONTROL
 DV0622  ___________________________________________________________________
 DV0622* NAD 83(1986)-  33 27 56.     (N)    112 06 34.     (W)     SCALED    
 DV0622* NAVD 88     -       331.547  (meters)    1087.75   (feet)  ADJUSTED  
 DV0622  ___________________________________________________________________
 DV0622  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0622  DYNAMIC HT  -         331.162 (meters)    1086.49  (feet)  COMP
 DV0622  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 DV0622
 DV0622  VERT ORDER  -  FIRST     CLASS II
 DV0622
 DV0622.The horizontal coordinates were scaled from a topographic map and have
 DV0622.an estimated accuracy of +/- 6 seconds.
 DV0622
 DV0622.The orthometric height was determined by differential leveling
 DV0622.and adjusted by the National Geodetic Survey in November 1993..
 DV0622
 DV0622.The geoid height was determined by GEOID03.
 DV0622
 DV0622.The dynamic height is computed by dividing the NAVD 88
 DV0622.geopotential number by the normal gravity value computed on the
 DV0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0622.degrees latitude (g = 980.6199 gals.).
 DV0622
 DV0622.The modeled gravity was interpolated from observed gravity values.
 DV0622
 DV0622;                    North         East    Units  Estimated Accuracy
 DV0622;SPC AZ C     -   273,400.      195,440.      MT  (+/- 180 meters Scaled)
 DV0622
 DV0622                          SUPERSEDED SURVEY CONTROL
 DV0622
 DV0622  NGVD 29 (??/??/92)  330.888  (m)         1085.59   (f) ADJ UNCH    1 2
 DV0622
 DV0622.Superseded values are not recommended for survey control.
 DV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0622.See file dsdata.txt to determine how the superseded data were derived.
 DV0622
 DV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969034(NAD 83)
 DV0622_MARKER: DZ = AZIMUTH MARK DISK
 DV0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0622_SP_SET: OVERPASS RAIL
 DV0622_STAMPING: BLACK 1963
 DV0622_MARK LOGO: CGS   
 DV0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0622
 DV0622  HISTORY     - Date     Condition        Report By
 DV0622  HISTORY     - 1963     MONUMENTED       CGS
 DV0622  HISTORY     - 1981     GOOD             AZDT
 DV0622  HISTORY     - 1981     GOOD             AZDT
 DV0622
 DV0622                          STATION DESCRIPTION
 DV0622
 DV0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0622'IN PHOENIX.
 DV0622'AT WEST MCDOWELL ROAD OVERPASS OVER THE BLACK CANYON FREEWAY IN
 DV0622'PHOENIX, SET IN TOP OF THE EAST END OF THE CONCRETE GUARD RAIL AT THE
 DV0622'SOUTHEAST CORNER OF THE OVERPASS, 20 FEET SOUTH OF THE CENTER OF THE
 DV0622'EAST BOUND LANE OF WEST MCDOWELL ROAD, 28 FEET WEST OF THE CENTER OF
 DV0622'THE NORTH BOUND SERVICE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF WEST
 DV0622'MCDOWELL ROAD.
 DV0622
 DV0622                          STATION RECOVERY (1981)
 DV0622
 DV0622'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0622'AT THE INTERSECTION OF INTERSTATE 17 AND MCDOWELL ROAD IN PHOENIX TO
 DV0622'THE MARK ON THE SOUTHEAST DADO OF MCDOWELL ROAD OVERPASS 5.0 FEET
 DV0622'(1.52 M) SOUTH OF THE SOUTH CURB OF MCDOWELL ROAD, 18.5 FT (5.64 M)
 DV0622'WEST OF THE WEST CURB OF THE NORTHBOUND FRONTAGE ROAD, 3.1 FEET
 DV0622'(0.94 M) ABOVE SIDEWALK ON TOP OF THE SOUTHEAST DADO.
 DV0622
 DV0622                          STATION RECOVERY (1981)
 DV0622
 DV0622'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0622'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0622'2.0 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0622'19TH AVENUE TO ADAMS STREET, THENCE 1.1 MI (1.82 KM) NORTH TO STATION
 DV0622'LOCATED ON SOUTHEAST DADO OF MCDOWELL OVERPASS, 30.0 FT (9.14 METERS)
 DV0622'SOUTH OF EASTBOUND MCDOWELL CENTERLINE, 44 FT (13.41 METERS) WEST OF
 DV0622'SOUTHBOUND BLACK CANYON CENTERLINE, A STANDARD USCGS BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1880 ***********************************************************************
 DV1880  DESIGNATION -  BLACK BUTTE
 DV1880  PID         -  DV1880
 DV1880  STATE/COUNTY-  AZ/MARICOPA
 DV1880  USGS QUAD   -  BLACK BUTTE (1990)
 DV1880
 DV1880                         *CURRENT SURVEY CONTROL
 DV1880  ___________________________________________________________________
 DV1880* NAD 83(1992)-  33 50 36.56573(N)    113 01 06.17664(W)     ADJUSTED  
 DV1880* NAVD 88     -      1101.4    (meters)    3614.     (feet)  VERTCON   
 DV1880  ___________________________________________________________________
 DV1880  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DV1880  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV1880
 DV1880  HORZ ORDER  -  FIRST
 DV1880
 DV1880.The horizontal coordinates were established by classical geodetic methods
 DV1880.and adjusted by the National Geodetic Survey in August 1993..
 DV1880
 DV1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1880
 DV1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1880
 DV1880.The geoid height was determined by GEOID03.
 DV1880
 DV1880;                    North         East     Units Scale Factor Converg.
 DV1880;SPC AZ C     -   315,841.379   111,399.732   MT  1.00002812   -0 36 49.1
 DV1880;SPC AZ C     - 1,036,225.00    365,484.69   iFT  1.00002812   -0 36 49.1
 DV1880;UTM  12      - 3,746,635.111   313,250.829   MT  1.00002995   -1 07 27.9
 DV1880
 DV1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1880!SPC AZ C     -   0.99983183  x   1.00002812  =   0.99985995
 DV1880!UTM  12      -   0.99983183  x   1.00002995  =   0.99986178
 DV1880
 DV1880|---------------------------------------------------------------------|
 DV1880| PID    Reference Object                     Distance      Geod. Az  |
 DV1880|                                                           dddmmss.s |
 DV1880| CH2736 BLACK BUTTE RM 1                      6.354 METERS 19504     |
 DV1880| CH2737 BLACK BUTTE RM 2                      6.250 METERS 27135     |
 DV1880| CH2735 BLACK BUTTE AZ MK                                  3050953.8 |
 DV1880|---------------------------------------------------------------------|
 DV1880
 DV1880                          SUPERSEDED SURVEY CONTROL
 DV1880
 DV1880  NAD 83(1986)-  33 50 36.56222(N)    113 01 06.17846(W) AD(       ) 1
 DV1880  NAD 27      -  33 50 36.45600(N)    113 01 03.51500(W) AD(       ) 1
 DV1880  NGVD 29 (07/19/86) 1100.7    (m)         3611.     (f) VERT ANG       
 DV1880
 DV1880.Superseded values are not recommended for survey control.
 DV1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1880.See file dsdata.txt to determine how the superseded data were derived.
 DV1880
 DV1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1325146635(NAD 83)
 DV1880_MARKER: DS = TRIANGULATION STATION DISK
 DV1880_SETTING: 80 = SET IN A BOULDER
 DV1880_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1880
 DV1880  HISTORY     - Date     Condition        Report By
 DV1880  HISTORY     - 1948     MONUMENTED       CGS
 DV1880  HISTORY     - 1963     GOOD             USGS
 DV1880
 DV1880                          STATION DESCRIPTION
 DV1880
 DV1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1880'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTHEAST
 DV1880'OF AGUILA AND ABOUT 3 MILES AIRLINE NORTHEAST OF THE CHACO
 DV1880'SHEEP COMPANY RANCH HOUSE, ON THE EAST END AND HIGHEST POINT
 DV1880'OF A LONG, BLACK, V-SHAPED RIDGE THAT SLOPES UP FROM GROUND
 DV1880'LEVEL ON THE WEST AND DROPS OFF ABRUPTLY, TO THE EAST.  IT IS 20
 DV1880'FEET NORTH OF THE HIGHEST POINT ON WHICH A 4 FOOT CAIRN STANDS,
 DV1880'6 FEET WEST OF THE EAST RIM, PROJECTS 3 INCHES, AND IS STAMPED,
 DV1880'BLACK BUTTE 1948.
 DV1880'
 DV1880'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1880'THE STATION, 15 FEET WEST OF THE HIGHEST POINT AND CAIRN,
 DV1880'PROJECTS 3 INCHES, AND IS STAMPED, BLACK BUTTE NO 1 1948.
 DV1880'
 DV1880'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1880'STATION, 21 FEET WEST OF THE EAST RIM, PROJECTS 3 INCHES, AND
 DV1880'IS STAMPED, BLACK BUTTE NO 2 1948.
 DV1880'
 DV1880'THE AZIMUTH MARK IS LOCATED 0.15 MILE NORTH OF AND APPROXIMATELY
 DV1880'30 FEET HIGHER THAN THE ROAD TO STATION AT A POINT WHERE
 DV1880'THE ROAD MAKES A SHARP CURVE TO EAST, ON THE SOUTH SLOPE OF
 DV1880'A LOW ROCKY HILL, FLUSH ON THE NORTH SIDE, AND IS STAMPED,
 DV1880'BLACK BUTTE 1948.
 DV1880'
 DV1880'TO REACH FROM THE UNDERPASS IN WICKENBURG.  GO WEST ON HIGHWAYS
 DV1880'60 AND 70 FOR 21.8 MILES TO A CONCRETE MILEAGE MARKER AND
 DV1880'A STEEL GATE ON THE SOUTH SIDE OF THE HIGHWAY.  PASS THROUGH
 DV1880'GATE AND TURN LEFT (E) AND FOLLOW FENCE FOR 1.1 MILE.  TURN RIGHT
 DV1880'(S) LEAVING FENCE AND FOLLOW BLADED ROAD FOR 1.05 MILE TO
 DV1880'A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 3.35 MILES TO
 DV1880'A CROSSROAD.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.25
 DV1880'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.8 MILE TO A WIRE
 DV1880'GATE.  PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A FORK.
 DV1880'TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE
 DV1880'LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.0 MILES
 DV1880'TO A POINT JUST AFTER A SHARP CURVE TO EAST AND AZIMUTH
 DV1880'MARK AS DESCRIBED ABOVE.  CONTINUE FOR 0.95 MILE CROSSING A
 DV1880'WASH TO THE MOUTH OF A SMALL WASH ON RIGHT AND THE END OF
 DV1880'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST ALONG SHARP ROCKY
 DV1880'RIDGE FOR APPROXIMATELY 1 MILE TO THE HIGHEST POINT AND
 DV1880'STATION.  A 1 HOUR PACK.  IT IS ASSUMED WITH A 4 WHEEL DRIVE
 DV1880'VEHICLE BY FOLLOWING THE ROAD FOR APPROXIMATELY 1 MILE
 DV1880'THEN LEAVING ROAD TO SOUTH TO THE BASE OF RIDGE, THAT THE
 DV1880'PACK CAN BE CUT DOWN ABOUT 20 MINUTES.
 DV1880
 DV1880                          STATION RECOVERY (1963)
 DV1880
 DV1880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV1880'TO REACH FROM AGUILA, TAKE EAGLE EYE BLVD. SOUTH FOR 5 MI.
 DV1880'TO ROAD Y, TAKE LEFT FORK, PROCEED 5.8 MI. TO Y ROAD, TAKE
 DV1880'LEFT FORK FOR 1-1/2 MI TO SMALL RANCH, PROCEED E FOR 1.4
 DV1880'MI. TO EARTH TANK.  PROCEED CROSS COUNTRY IN NORTHEASTERLY
 DV1880'DIRECTION WITH TRUCK TOWARD HIGHEST PEAK FOR ADDITIONAL
 DV1880'1.3 MILES.  ONE HOUR PACK TO HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1473 ***********************************************************************
 DA1473  DESIGNATION -  BLACK BUTTE
 DA1473  PID         -  DA1473
 DA1473  STATE/COUNTY-  AZ/PIMA
 DA1473  USGS QUAD   -  BEN NEVIS MOUNTAIN (1990)
 DA1473
 DA1473                         *CURRENT SURVEY CONTROL
 DA1473  ___________________________________________________________________
 DA1473* NAD 83(1992)-  32 03 32.97916(N)    112 13 01.03572(W)     ADJUSTED  
 DA1473* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 DA1473  ___________________________________________________________________
 DA1473  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DA1473  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DA1473
 DA1473  HORZ ORDER  -  FIRST
 DA1473
 DA1473.The horizontal coordinates were established by classical geodetic methods
 DA1473.and adjusted by the National Geodetic Survey in August 1993..
 DA1473
 DA1473.The orthometric height was scaled from a topographic map.
 DA1473
 DA1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1473
 DA1473.The geoid height was determined by GEOID03.
 DA1473
 DA1473;                    North         East     Units Scale Factor Converg.
 DA1473;SPC AZ C     -   117,465.998   185,005.885   MT  0.99990991   -0 09 33.8
 DA1473;SPC AZ C     -   385,387.13    606,974.69   iFT  0.99990991   -0 09 33.8
 DA1473;UTM  12      - 3,547,640.887   385,122.225   MT  0.99976275   -0 38 45.7
 DA1473
 DA1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1473!SPC AZ C     -   0.99986896  x   0.99990991  =   0.99977888
 DA1473!UTM  12      -   0.99986896  x   0.99976275  =   0.99963174
 DA1473
 DA1473|---------------------------------------------------------------------|
 DA1473| PID    Reference Object                     Distance      Geod. Az  |
 DA1473|                                                           dddmmss.s |
 DA1473| CH4381 BLACK BUTTE RM 2                      4.738 METERS 05417     |
 DA1473| CH0148 SOUTH MOUNTAIN                      APPROX. 9.3 KM 1345437.8 |
 DA1473| CH4380 BLACK BUTTE RM 1                      6.837 METERS 33106     |
 DA1473|---------------------------------------------------------------------|
 DA1473
 DA1473                          SUPERSEDED SURVEY CONTROL
 DA1473
 DA1473  NAD 83(1986)-  32 03 32.97157(N)    112 13 01.03681(W) AD(       ) 1
 DA1473  NAD 27      -  32 03 32.71600(N)    112 12 58.55900(W) AD(       ) 1
 DA1473
 DA1473.Superseded values are not recommended for survey control.
 DA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1473.See file dsdata.txt to determine how the superseded data were derived.
 DA1473
 DA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8512247641(NAD 83)
 DA1473_MARKER: DS = TRIANGULATION STATION DISK
 DA1473_SETTING: 0 = UNSPECIFIED SETTING
 DA1473
 DA1473  HISTORY     - Date     Condition        Report By
 DA1473  HISTORY     - 1935     MONUMENTED       CGS
 DA1473  HISTORY     - 1968     GOOD             AMS
 DA1473
 DA1473                          STATION DESCRIPTION
 DA1473
 DA1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1473'FROM SCHOOLHOUSE AT PISINEMO, GO SOUTH ON THE SELLS ROAD FOR
 DA1473'2.8 MILES, TURN LEFT ONTO TRACK ROAD AND GO 4.5 MILES, TAKE
 DA1473'LEFT FORK, AND GO 1.6 MILES, TAKE LEFT FORK AND GO 0.5 MILE,
 DA1473'TURN LEFT OFF MAIN ROAD, AND GO 0.1 MILE TO BASE OF A PROMINENT,
 DA1473'DETACHED BLACK LAVA HILL.  FROM HERE FOLLOW RIDGE SOUTHWESTWARD
 DA1473'TO A SUMMIT OF HILL AND STATION.  MARKED BY A STANDARD BRONZE
 DA1473'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DA1473'BRONZE REFERENCE DISK, IS 6.837 METERS (22.43 FEET)
 DA1473'FROM STATION N 29 DEG 54 MIN W.  REFERENCE MARK NO.
 DA1473'2, A STANDARD BRONZE REFERENCE DISK, IS 4.738
 DA1473'METERS (15.54 FEET) FROM STATION N 54 DEG 17
 DA1473'MIN E.  NO AZIMUTH MARK WAS ESTABLISHED.  OTHER STATIONS
 DA1473'ARE VISIBLE FROM THE GROUND.
 DA1473
 DA1473                          STATION RECOVERY (1968)
 DA1473
 DA1473'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1069 ***********************************************************************
 FS1069  DESIGNATION -  BLACK CAIRN
 FS1069  PID         -  FS1069
 FS1069  STATE/COUNTY-  AZ/MOHAVE
 FS1069  USGS QUAD   -  BURNS SPRING (1967)
 FS1069
 FS1069                         *CURRENT SURVEY CONTROL
 FS1069  ___________________________________________________________________
 FS1069* NAD 83(1992)-  35 21 29.61235(N)    114 22 35.27093(W)     ADJUSTED  
 FS1069* NAVD 88     -                                                        
 FS1069  ___________________________________________________________________
 FS1069  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 FS1069  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FS1069
 FS1069  HORZ ORDER  -  THIRD
 FS1069
 FS1069.The horizontal coordinates were established by classical geodetic methods
 FS1069.and adjusted by the National Geodetic Survey in August 1993..
 FS1069
 FS1069
 FS1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1069
 FS1069.The geoid height was determined by GEOID03.
 FS1069
 FS1069;                    North         East     Units Scale Factor Converg.
 FS1069;SPC AZ W     -   483,509.417   156,425.008   MT  0.99997327   -0 21 45.1
 FS1069;SPC AZ W     - 1,586,316.98    513,205.41   iFT  0.99997327   -0 21 45.1
 FS1069;UTM  11      - 3,915,929.683   738,381.697   MT  1.00030036   +1 31 08.1
 FS1069
 FS1069                          SUPERSEDED SURVEY CONTROL
 FS1069
 FS1069  NAD 83(1986)-  35 21 29.61272(N)    114 22 35.26785(W) AD(       ) 4
 FS1069  NAD 27      -  35 21 29.63100(N)    114 22 32.40900(W) AD(       ) 3
 FS1069
 FS1069.Superseded values are not recommended for survey control.
 FS1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1069.See file dsdata.txt to determine how the superseded data were derived.
 FS1069
 FS1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3838215930(NAD 83)
 FS1069_MARKER: 72 = CAIRN
 FS1069
 FS1069  HISTORY     - Date     Condition        Report By
 FS1069  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1069
 FS1069                          STATION DESCRIPTION
 FS1069
 FS1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1069'THE STATION IS ON A HIGH RIDGE OF THE BLACK MOUNTAINS, 10-1/2
 FS1069'MILES, AIRLINE WESTSOUTHWEST OF CHLORIDE, 2 MILES SOUTHWEST OF
 FS1069'PILGRIM MINE, 21 MILES NORTHWEST OF KINGMAN, AND 7 MILES
 FS1069'WESTSOUTHWEST OF U.S. HIGHWAY 93 AND 466 AT THE NEAREST POINT.
 FS1069'THIS POINT IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 FS1069'
 FS1069'THE STATION IS A SYMMETRICAL ROCK CAIRN, APPROXIMATELY 5 FEET
 FS1069'HIGH WITH A SIGNAL POLE IN THE CENTER.
 FS1069'
 FS1069'THE POLE WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2033 ***********************************************************************
 DU2033  DESIGNATION -  BLACK CROSS
 DU2033  PID         -  DU2033
 DU2033  STATE/COUNTY-  AZ/MARICOPA
 DU2033  USGS QUAD   -  HORSE MESA DAM (1978)
 DU2033
 DU2033                         *CURRENT SURVEY CONTROL
 DU2033  ___________________________________________________________________
 DU2033* NAD 83(1992)-  33 31 03.13242(N)    111 16 18.18827(W)     ADJUSTED  
 DU2033* NAVD 88     -      1465.6    (meters)    4808.     (feet)  VERTCON   
 DU2033  ___________________________________________________________________
 DU2033  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 DU2033  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU2033
 DU2033  HORZ ORDER  -  FIRST
 DU2033
 DU2033.The horizontal coordinates were established by classical geodetic methods
 DU2033.and adjusted by the National Geodetic Survey in August 1993..
 DU2033
 DU2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2033
 DU2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2033
 DU2033.The geoid height was determined by GEOID03.
 DU2033
 DU2033;                    North         East     Units Scale Factor Converg.
 DU2033;SPC AZ C     -   279,331.532   273,272.600   MT  0.99994424   +0 21 22.1
 DU2033;SPC AZ C     -   916,442.03    896,563.65   iFT  0.99994424   +0 21 22.1
 DU2033;UTM  12      - 3,708,696.549   474,766.335   MT  0.99960785   -0 09 00.2
 DU2033
 DU2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2033!SPC AZ C     -   0.99977444  x   0.99994424  =   0.99971869
 DU2033!UTM  12      -   0.99977444  x   0.99960785  =   0.99938238
 DU2033
 DU2033|---------------------------------------------------------------------|
 DU2033| PID    Reference Object                     Distance      Geod. Az  |
 DU2033|                                                           dddmmss.s |
 DU2033| CH4383 BLACK CROSS RM 1                      7.252 METERS 17553     |
 DU2033| CH4384 BLACK CROSS RM 2                      4.278 METERS 27555     |
 DU2033| CH4382 BLACK CROSS AZ MK                                  3265842.8 |
 DU2033|---------------------------------------------------------------------|
 DU2033
 DU2033                          SUPERSEDED SURVEY CONTROL
 DU2033
 DU2033  NAD 83(1986)-  33 31 03.12813(N)    111 16 18.19039(W) AD(       ) 1
 DU2033  NAD 27      -  33 31 02.95000(N)    111 16 15.73700(W) AD(       ) 1
 DU2033  NGVD 29 (07/19/86) 1464.9    (m)         4806.     (f) VERT ANG       
 DU2033
 DU2033.Superseded values are not recommended for survey control.
 DU2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2033.See file dsdata.txt to determine how the superseded data were derived.
 DU2033
 DU2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7476608697(NAD 83)
 DU2033_MARKER: DD = SURVEY DISK
 DU2033_SETTING: 66 = SET IN ROCK OUTCROP
 DU2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2033
 DU2033  HISTORY     - Date     Condition        Report By
 DU2033  HISTORY     - 1947     MONUMENTED       CGS
 DU2033  HISTORY     - 1947     GOOD             CGS
 DU2033  HISTORY     - 1963     GOOD             USGS
 DU2033  HISTORY     - 1965     GOOD             USGS
 DU2033
 DU2033                          STATION DESCRIPTION
 DU2033
 DU2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2033'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF ROOSEVELT AND
 DU2033'1.5 MILES SOUTH OF THE APACHE TRAIL, ON THE TOP OF A CONE-SHAPED
 DU2033'PEAK WHICH IS A PART OF THE FISH CREEK MOUNTAINS.  THIS PEAK IS
 DU2033'AT THE NORTHWEST END OF A RIDGE ABOUT 0.5 MILE LONG, THE SOUTHEAST
 DU2033'END BEING SLIGHTLY HIGHER AND JAGGED.  IT IS ON THE HIGHEST
 DU2033'POINT OF RIDGE SET IN OUTCROPPING BEDROCK WHICH PROJECTS 10
 DU2033'INCHES AND IS STAMPED BLACK CROSS 1946.
 DU2033'
 DU2033'REFERENCE MARK NO. 1 IS APPROXIMATELY 20 INCHES LOWER THAN THE
 DU2033'STATION SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS
 DU2033'STAMPED BLACK CROSS NO 1 1946.
 DU2033'
 DU2033'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 INCHES LOWER THAN THE
 DU2033'STATION SET IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES AND
 DU2033'IS STAMPED BLACK CROSS NO 2 1946.
 DU2033'
 DU2033'THE AZIMUTH MARK IS LOCATED IN THE LOWEST PART OF A EAST-WEST
 DU2033'RIDGE APPROXIMATELY 0.8 MILE BEFORE REACHING STATION, 3 FEET
 DU2033'EAST OF A 3 FOOT ROCK CAIRN, SET IN OUTCROPPING BEDROCK
 DU2033'PROJECTING 6 INCHES AND IS STAMPED BLACK CROSS 1946.
 DU2033'
 DU2033'TO REACH FROM THE STORE AND POST OFFICE IN ROOSEVELT.  GO WEST
 DU2033'FOR 2.1 MILES TO A FORK JUST BEFORE ARRIVING AT ROOSEVELT DAM.
 DU2033'TAKE LEFT FORK, APACHE TRAIL, AND FOLLOW IT WEST FOR 12.6 MILES
 DU2033'TO A SIDE ROAD RIGHT TO APACHE LAKE FOREST CAMP.  CONTINUE
 DU2033'STRAIGHT AHEAD FOR 2.7 MILES TO A HIGHWAY MAINTENANCE CAMP ON THE
 DU2033'LEFT.  CONTINUE FOR 1.1 MILE TO A TRIANGLE BLAZED CACTUS 20
 DU2033'FEET FROM THE ROAD ON LEFT, A PARKING PLACE FOR THE TRUCK AND
 DU2033'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, CROSS
 DU2033'CREEK AND PACK TO THE TOP OF A CONE SHAPED HILL TO THE
 DU2033'SOUTHEAST.  HERE PICK UP A DIM TRAIL AND FOLLOW IT SOUTH
 DU2033'THROUGH GAP IN RIM OF MOUNTAIN.  JUST AFTER PASSING THROUGH
 DU2033'GATE IN THIS GAP, TURN LEFT AND FOLLOW DIM TRAIL UP ALONG
 DU2033'THE LEFT SIDE OF A DRAW FOR APPROXIMATELY 1/4 MILE.  THEN
 DU2033'CROSS DRAW TO RIGHT AND GO ABOUT 300 YARDS TO A LOW SADDLE IN
 DU2033'RIDGE AND AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT THE
 DU2033'STATION CAN BE SEEN AS A CONE SHAPED PEAK ACROSS A CANYON TO
 DU2033'THE SOUTHEAST.  FROM HERE PACK TOWARD CANYON KEEPING AT
 DU2033'ABOUT THE SAME ELEVATION UNTIL REACHED.  CROSS CANYON AND WORK
 DU2033'ALONG THE SLOPE TO LEFT TO A NARROW GAP IN THE RIM.  THEN UP
 DU2033'STEEP RIDGE TO RIGHT TO THE HIGHEST POINT AND STATION SITE.  A
 DU2033'THREE HOUR PACK, ADVISABLE TO FLAG ROUTE IN.
 DU2033
 DU2033                          STATION RECOVERY (1963)
 DU2033
 DU2033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2033'RECOVERED IN GOOD CONDITION.
 DU2033
 DU2033                          STATION RECOVERY (1965)
 DU2033
 DU2033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2033'RECOVERED IN GOOD CONDITION.
 DU2033'
 DU2033'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1950 ***********************************************************************
 DV1950  DESIGNATION -  BLACK DOME
 DV1950  PID         -  DV1950
 DV1950  STATE/COUNTY-  AZ/YUMA
 DV1950  USGS QUAD   -  ENGESSER PASS (1990)
 DV1950
 DV1950                         *CURRENT SURVEY CONTROL
 DV1950  ___________________________________________________________________
 DV1950* NAD 83(1992)-  33 08 44.99726(N)    113 48 34.19402(W)     ADJUSTED  
 DV1950* NAVD 88     -       682.3    (meters)    2239.     (feet)  VERTCON   
 DV1950  ___________________________________________________________________
 DV1950  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV1950  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DV1950
 DV1950  HORZ ORDER  -  SECOND
 DV1950
 DV1950.The horizontal coordinates were established by classical geodetic methods
 DV1950.and adjusted by the National Geodetic Survey in August 1993..
 DV1950
 DV1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1950
 DV1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1950
 DV1950.The geoid height was determined by GEOID03.
 DV1950
 DV1950;                    North         East     Units Scale Factor Converg.
 DV1950;SPC AZ W     -   237,933.104   207,809.224   MT  0.99993371   -0 01 57.1
 DV1950;SPC AZ W     -   780,620.42    681,788.79   iFT  0.99993371   -0 01 57.1
 DV1950;UTM  12      - 3,670,968.915   237,938.433   MT  1.00044684   -1 32 13.3
 DV1950
 DV1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1950!SPC AZ W     -   0.99989793  x   0.99993371  =   0.99983165
 DV1950!UTM  12      -   0.99989793  x   1.00044684  =   1.00034473
 DV1950
 DV1950|---------------------------------------------------------------------|
 DV1950| PID    Reference Object                     Distance      Geod. Az  |
 DV1950|                                                           dddmmss.s |
 DV1950| CH2739 BLACK DOME RM 1                       3.896 METERS 03241     |
 DV1950| CH2738 BLACK DOME AZ MK                                   2181242.0 |
 DV1950| CH2740 BLACK DOME RM 2                       7.203 METERS 31620     |
 DV1950|---------------------------------------------------------------------|
 DV1950
 DV1950                          SUPERSEDED SURVEY CONTROL
 DV1950
 DV1950  NAD 83(1986)-  33 08 44.99179(N)    113 48 34.19907(W) AD(       ) 2
 DV1950  NAD 27      -  33 08 44.85400(N)    113 48 31.45400(W) AD(       ) 2
 DV1950  NGVD 29 (07/19/86)  681.6    (m)         2236.     (f) VERT ANG       
 DV1950
 DV1950.Superseded values are not recommended for survey control.
 DV1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1950.See file dsdata.txt to determine how the superseded data were derived.
 DV1950
 DV1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3793870969(NAD 83)
 DV1950_MARKER: DS = TRIANGULATION STATION DISK
 DV1950_SETTING: 66 = SET IN ROCK OUTCROP
 DV1950
 DV1950  HISTORY     - Date     Condition        Report By
 DV1950  HISTORY     - 1949     MONUMENTED       CGS
 DV1950  HISTORY     - 1952     GOOD             USE
 DV1950
 DV1950                          STATION DESCRIPTION
 DV1950
 DV1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1950'THE STATION IS LOCATED ABOUT 22 MILES AIR LINE NORTHEAST OF
 DV1950'ROLLS AND ABOUT 14 MILES AIR LINE NORTHWEST OF HYDER, ON A
 DV1950'CONICAL-SHAPED HILL THAT HAS A PROMINENT BLACK, LAVA DOME
 DV1950'AT ITS APEX.  THE STATION MARK IS SET FLUSH ON THE HIGHEST
 DV1950'POINT OF THE DOME AND IS STAMPED, BLACK DOME 1949.
 DV1950'
 DV1950'REFERENCE MARK NO. 1 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 DV1950'MARK AND IS STAMPED, BLACK DOME 1949 NO 1.
 DV1950'
 DV1950'REFERENCE MARK NO. 2 IS SET FLUSH 2 FEET LOWER THAN THE
 DV1950'STATION MARK AND IS STAMPED, BLACK DOME 1949 NO 2.
 DV1950'
 DV1950'THE AZIMUTH MARK PROJECTS 6 FEET, IS SET ON THE WEST BANK
 DV1950'OF A LARGE WASH, 7 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 DV1950'STAMPED, BLACK DOME 1949.  THE BOULDER IN WHICH THE MARK IS
 DV1950'SET, HAS A FEW HIEROGLYPHICS ON IT.
 DV1950'
 DV1950'TO REACH THE STATION FROM QUARTZSITE, GO SOUTH ON STATE
 DV1950'HIGHWAY 95, 28.3 MILES TO A BLADED ROAD LEFT AT SIGN KING
 DV1950'ROB ROY NORTH STAR 22.  TURN LEFT, FOLLOW BLADED ROAD EASTERLY
 DV1950'14.5 MILES TO A ROAD LEFT AT SIGN, 9.3 MI. KING ROB ROY NORTH
 DV1950'STAR, TURN LEFT, FOLLOW BLADED ROAD NORTHERLY 4.8 MILES TO
 DV1950'A TRACK ROAD RIGHT.  TURN RIGHT ON TRACK ROAD AND GO EASTERLY,
 DV1950'FOLLOWING A WASH 2.8 MILES TO A ROAD RIGHT.  TURN RIGHT,
 DV1950'GO 1.2 MILES TO A FORK.  TURN LEFT, GO 6.9 MILES TO A BLADED
 DV1950'ROAD, TURN RIGHT, GO 1.1 MILES TO A T-INTERSECTION.  TURN
 DV1950'RIGHT, GO 5.6 MILES TO A ROAD LEFT AT AN ILLEGIBLE SIGN ON
 DV1950'RIGHT.  TURN LEFT ON TRACK ROAD, GO 0.25 MILE TO A FORK.
 DV1950'CONTINUE TO THE LEFT STRAIGHT AHEAD 0.05 MILE TO THE EAST
 DV1950'SIDE OF A WASH.  TURN LEFT, NORTHERLY, FOLLOW TRACKS 1.0
 DV1950'MILE TO THE AZIMUTH MARK ON RIGHT AND END OF TRUCK
 DV1950'TRAVEL.  FROM HERE WALK EASTERLY, CROSSING MAIN WASH TO A
 DV1950'SMALLER WASH ON RIGHT.  FOLLOW WASH EAST THEN NORTH TO
 DV1950'END OF WASH AND STATION JUST ABOVE ON BLACK DOME.  A
 DV1950'1 1/2-HOUR PACK.
 DV1950
 DV1950                          STATION RECOVERY (1952)
 DV1950
 DV1950'RECOVERY NOTE BY US ENGINEERS 1952
 DV1950'RECOVERY TO AZIMUTH MARKER ONLY.
 DV1950'
 DV1950'TO REACH FROM COUNTY WELL, PROCEED AS FAR STATION ENGASSER
 DV1950'UNTIL REACHING ENGASSER AZIMUTH AND WITNESS POST, CONTINUE
 DV1950'ALONG MAIN WASH ROAD 1.6 MILE TO A REVERSE FORK LEFT, GO
 DV1950'AHEAD ON CLEARED TRACK ROAD 1.5 MILE TO A Y FORK, GO RIGHT
 DV1950'ON MAIN TRAVELED ROAD 3.3 MILES TO WHITE POSTS ON EITHER
 DV1950'SIDE OF ROAD, CONTINUE 0.2 MILE TO INTERSECTION WITH GRADED
 DV1950'ROAD, GO RIGHT 1.1 MILE ON GRADED ROAD TO TRIANGULAR
 DV1950'INTERSECTION, GO RIGHT ON GRADED ROAD 5.65 MILES TO TRACK ROAD
 DV1950'LEFT AND OLD SIGN, CONTINUE STRAIGHT AHEAD 0.35 MILE
 DV1950'CROSSING WASH AND TURN LEFT ON FAINT TRACKS, FOLLOW
 DV1950'TRACKS TOWARD PEAK, AND INTO CANYON 1.0 MILE TO FIND
 DV1950'AZIMUTH AND WITNESS POST.  LAST 0.2 MILE IS ROUGH DRIVING
 DV1950'FOR 2 WHEEL DRIVE.  FROM HERE PACK EASTERLY, CROSSING
 DV1950'MAIN WASH TO A SMALLER WASH ON RIGHT.  FOLLOW WASH EAST
 DV1950'THEN NORTH TO END OF WASH AND STATION JUST ABOVE ON
 DV1950'BLACK DOME.  1-1/2 HOUR PACK.
 DV1950'
 DV1950'TO REACH FROM POSTOFFICE IN ROLL, PROCEED AS FOR STATION
 DV1950'MIDDLE TO FENCED ENCLOSURE (MESQUITE JIM WELL), GO AROUND
 DV1950'ENCLOSURE AND CONTINUE NE, ON GRADED ROAD 3.3 MILES TO INTERSECTION
 DV1950'WITH TRACK ROAD, CONTINUE STRAIGHT ON OLD GRADED ROAD 3.05
 DV1950'MILES TO INTERSECTION WITH GRADED ROAD, GO LEFT ON GRADED
 DV1950'ROAD 2.45 MILES TO FORK LEFT TOWARD MINE, CONTINUE STRAIGHT
 DV1950'AHEAD 4.35 MILES TO FAINT TRACKS RIGHT, FOLLOW TRACKS CROSS
 DV1950'COUNTRY TOWARD PEAK AND INTO CANYON 1.0 MILE TO AZIMUTH AND
 DV1950'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0573 ***********************************************************************
 FQ0573  DESIGNATION -  BLACK FALLS
 FQ0573  PID         -  FQ0573
 FQ0573  STATE/COUNTY-  AZ/COCONINO
 FQ0573  USGS QUAD   -  WUPATKI SE (1969)
 FQ0573
 FQ0573                         *CURRENT SURVEY CONTROL
 FQ0573  ___________________________________________________________________
 FQ0573* NAD 83(1992)-  35 35 25.11456(N)    111 19 31.16910(W)     ADJUSTED  
 FQ0573* NAVD 88     -      1384.0    (meters)    4541.     (feet)  VERTCON   
 FQ0573  ___________________________________________________________________
 FQ0573  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FQ0573  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0573
 FQ0573  HORZ ORDER  -  FIRST
 FQ0573
 FQ0573.The horizontal coordinates were established by classical geodetic methods
 FQ0573.and adjusted by the National Geodetic Survey in August 1993..
 FQ0573
 FQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0573
 FQ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0573
 FQ0573.The geoid height was determined by GEOID03.
 FQ0573
 FQ0573;                    North         East     Units Scale Factor Converg.
 FQ0573;SPC AZ C     -   509,221.092   266,946.924   MT  0.99993537   +0 20 39.0
 FQ0573;SPC AZ C     - 1,670,672.87    875,810.12   iFT  0.99993537   +0 20 39.0
 FQ0573;UTM  12      - 3,938,558.047   470,528.300   MT  0.99961070   -0 11 21.6
 FQ0573
 FQ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0573!SPC AZ C     -   0.99978657  x   0.99993537  =   0.99972195
 FQ0573!UTM  12      -   0.99978657  x   0.99961070  =   0.99939735
 FQ0573
 FQ0573|---------------------------------------------------------------------|
 FQ0573| PID    Reference Object                     Distance      Geod. Az  |
 FQ0573|                                                           dddmmss.s |
 FQ0573| CH2742 BLACK FALLS RM 1                      6.760 METERS 22000     |
 FQ0573| CH2741 BLACK FALLS AZ MK                                  2405535.8 |
 FQ0573| CH2743 BLACK FALLS RM 2                      8.532 METERS 32259     |
 FQ0573|---------------------------------------------------------------------|
 FQ0573
 FQ0573                          SUPERSEDED SURVEY CONTROL
 FQ0573
 FQ0573  NAD 83(1986)-  35 35 25.11323(N)    111 19 31.16409(W) AD(       ) 1
 FQ0573  NAD 27      -  35 35 25.10985(N)    111 19 28.63482(W) AD(       ) 1
 FQ0573  NGVD 29 (07/19/86) 1383.2    (m)         4538.     (f) VERT ANG       
 FQ0573
 FQ0573.Superseded values are not recommended for survey control.
 FQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0573.See file dsdata.txt to determine how the superseded data were derived.
 FQ0573
 FQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7052838558(NAD 83)
 FQ0573_MARKER: DS = TRIANGULATION STATION DISK
 FQ0573_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FQ0573_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FQ0573
 FQ0573  HISTORY     - Date     Condition        Report By
 FQ0573  HISTORY     - 1936     MONUMENTED       CGS
 FQ0573
 FQ0573                          STATION DESCRIPTION
 FQ0573
 FQ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0573'STATION IS LOCATED ON THE HIGHER AND NORTH END OF A GRAVEL
 FQ0573'RIDGE, 1.0 MILE WEST OF LITTLE COLORADO RIVER, ABOUT 2.0 MILES
 FQ0573'NORTHWEST OF BLACK FALLS AND ABOUT 5-1/2 MILES NORTH-NORTHEAST
 FQ0573'OF THE WUPATKI RUINS.
 FQ0573'
 FQ0573'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89 (6 MILES
 FQ0573'EAST OF FLAGSTAFF) GO 21.6 MILES NORTH ALONG HIGHWAY 89 TO THE
 FQ0573'SIGNBOARD WUPATKI NATIONAL MONUMENT.  TURN RIGHT (EAST) ONTO
 FQ0573'DIRT ROAD AND FOLLOW THE WELL-MARKED ROAD TO WUPATKI, A DISTANCE
 FQ0573'OF ABOUT 14.0 MILES.  FROM THE TWO LARGE NATIONAL PARK SIGNS IN
 FQ0573'THE WASH 100 YARDS NORTHEAST OF THE PUEBLO RUINS OF THE WUPATKI
 FQ0573'GROUP TAKE THE POOR TRUCK TRAIL NORTHEAST 0.25 MILE TO WATER
 FQ0573'STATION, ABOUT 200 YARDS AFTER PASSING STOREHOUSE.  FROM WATER
 FQ0573'STATION CONTINUE NORTHEAST ON TRAIL DOWN THE WASH FOR 0.4
 FQ0573'MILE, THEN LEFT WITH ROAD UP A SIDE WASH AND DUGWAY FOR 0.4
 FQ0573'MILE TO TOP OF DUGWAY.  TURN RIGHT (NORTH) AND FOLLOW
 FQ0573'TRAIL ACROSS THE MESA ALMOST DIRECTLY NORTH FOR 1.7 MILES,
 FQ0573'THEN DROP OVER INTO RED WASH AND TAKE RIGHT FORK (NARROW
 FQ0573'ROAD) DOWN WASH NORTHEAST FOR 0.35 MILE, THENCE TURN
 FQ0573'LEFT UP SIDE WASH NORTHWEST AND GO 0.15 MILE.  CLIMB OUT OF
 FQ0573'WASH TO THE RIGHT OR NORTHEAST AND GO 0.2 MILE TO A HOGAN 25
 FQ0573'YARDS TO LEFT OF TRAVELER AND ROAD.  CONTINUE ON MAIN TRUCK
 FQ0573'TRAIL EAST-NORTHEAST FOR 1.0 MILE AND TAKE RIGHT FORK AFTER
 FQ0573'CROSSING WASH WITH SEVERAL STONES ON END.  GO 0.1 MILE AND
 FQ0573'TAKE RIGHT FORK TOWARD RUINS ON HILL EASTERLY, CLIMB UP ON RED
 FQ0573'ROCKS AND BEAR LEFT ON DIM TRACKS UP ALONG NORTH SLOPE OF RED
 FQ0573'HILL FOR 0.2 MILE UNTIL JUST NORTH OF ANCIENT HOUSE RUIN.
 FQ0573'THIS RED FLAT-TOPPED HILL HAS AN ANCIENT HOUSE RUIN ON WEST
 FQ0573'END, A CAIRN ON EAST END, AND WATER RESERVOIR AT THE WEST
 FQ0573'FOOT.  (AZIMUTH MARK IS ABOUT 10 YARDS NORTHEAST OF THE CAIRN
 FQ0573'ON SLOPE OF HILL.) FOLLOW TRACKS NORTHEAST DOWN RIDGE FOR 0.4
 FQ0573'MILE.  DO NOT GO DOWN INTO DRAW BUT TURN LEFT AND GO NORTHEASTERLY
 FQ0573'ON TRACK ROAD 1.0 MILE.  TAKE RIGHT FORK, CONTINUING STRAIGHT
 FQ0573'AHEAD ANOTHER 0.6 MILE.  TAKE RIGHT FORK EASTERLY AND GO 0.6
 FQ0573'MILE PROGRESSING TOWARD A LARGE WASH.  PASS LEFT OF GENERAL
 FQ0573'LAND OFFICE PIPE, LOOSE AND LEANING, MARKED T26N R10E 28 27 33
 FQ0573'34.  GO ABOUT 75 YARDS BEYOND G.L.O. PIPE AND TRAVEL OVER INTO
 FQ0573'BOTTOM OF BROAD RED WASH AND DRIVE SOUTHERLY UP THE BOTTOM OF
 FQ0573'THE WASH FOR 0.6 MILE TO END OF TRUCK TRAVEL.  PACK UP TO THE
 FQ0573'EAST TO THE NORTH END AND TOP OF A GRAVEL (PEBBLE) HILL FOR 300
 FQ0573'YARDS AND TO THE STATION.  (10 MINUTE PACK ABOUT 300
 FQ0573'YARDS EAST OF END OF TRUCK TRAVEL.) STATION WILL BE
 FQ0573'DIFFICULT TO REACH DURING RAINING OR WET SPELLS.)
 FQ0573'
 FQ0573'REFERENCE MARK NO. 1 IS SET ATOP OF A 2-1/4-INCH CONCRETE-FILLED
 FQ0573'PIPE PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FQ0573'SAME FOR REFERENCE MARK NO. 2.
 FQ0573'
 FQ0573'STATION MARK IS SAME AS REFERENCE MARKS BUT PROJECTS ABOUT 9
 FQ0573'INCHES ABOVE SURFACE OF THE GROUND.
 FQ0573'
 FQ0573'AZIMUTH MARK IS SET IN A SLAB OF ROCK ON A HILLSIDE.
 FQ0573'THE SLAB OF ROCK IS ABOUT FOUR FEET SQUARE AND SIX INCHES
 FQ0573'THICK.  FROM AZIMUTH MARK STATION HILL BEARS ABOUT 47 DEG
 FQ0573'MAGNETIC.
 FQ0573'
 FQ0573'A 4-FOOT STAND.
 FQ0573'
 FQ0573'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1295 ***********************************************************************
 DB1295  DESIGNATION -  BLACK HILL
 DB1295  PID         -  DB1295
 DB1295  STATE/COUNTY-  AZ/YUMA
 DB1295  USGS QUAD   -  LAGUNA DAM (1979)
 DB1295
 DB1295                         *CURRENT SURVEY CONTROL
 DB1295  ___________________________________________________________________
 DB1295* NAD 83(1992)-  32 51 58.31779(N)    114 25 14.79188(W)     ADJUSTED  
 DB1295* NAVD 88     -                                                        
 DB1295  ___________________________________________________________________
 DB1295  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DB1295  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB1295
 DB1295  HORZ ORDER  -  THIRD
 DB1295
 DB1295.The horizontal coordinates were established by classical geodetic methods
 DB1295.and adjusted by the National Geodetic Survey in August 1993..
 DB1295
 DB1295
 DB1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1295
 DB1295.The geoid height was determined by GEOID03.
 DB1295
 DB1295;                    North         East     Units Scale Factor Converg.
 DB1295;SPC AZ W     -   207,120.424   150,583.016   MT  0.99998191   -0 21 50.5
 DB1295;SPC AZ W     -   679,528.95    494,038.77   iFT  0.99998191   -0 21 50.5
 DB1295;UTM  11      - 3,639,403.006   741,337.176   MT  1.00031822   +1 24 01.3
 DB1295
 DB1295                          SUPERSEDED SURVEY CONTROL
 DB1295
 DB1295  NAD 83(1986)-  32 51 58.32135(N)    114 25 14.79794(W) AD(       ) 4
 DB1295  NAD 27      -  32 51 58.16900(N)    114 25 11.98900(W) AD(       ) 3
 DB1295
 DB1295.Superseded values are not recommended for survey control.
 DB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1295.See file dsdata.txt to determine how the superseded data were derived.
 DB1295
 DB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4133739403(NAD 83)
 DB1295_MARKER: B = BOLT
 DB1295_SETTING: 0 = UNSPECIFIED SETTING
 DB1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1295
 DB1295  HISTORY     - Date     Condition        Report By
 DB1295  HISTORY     - 1934     MONUMENTED       BOR
 DB1295
 DB1295                          STATION DESCRIPTION
 DB1295
 DB1295'DESCRIBED BY US BUREAU OF RECLAMATION 1934
 DB1295'BLACK HILL U.S.B.R. IS A 4- BY 4-INCH STAKE WITH AN IRON BOLT IN THE
 DB1295'CENTER.
 DB1295'
 DB1295'STATION RHO IS REACHED FROM YUMA BY GOING E ON U.S. HIGHWAY 80 TO A
 DB1295'ROAD STAND 4.7 MILES E OF FLY AIR FIELD.  TURN LEFT ON THE DOME ROAD
 DB1295'AND FOLLOW IT 10.8 MILES, TAKE LEFT FORK GO 1.0 MILE CROSSING THE
 DB1295'GILA RIVER ON THE SUSPENSION BRIDGE, TAKE THE RIGHT FORK WHICH IS
 DB1295'THE QUARTZITE ROAD AND FOLLOW IT 6.2 MILES TO THE PORTRIFIED
 DB1295'FOREST ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE MAIN-TRAVELED
 DB1295'ROAD 3.0 MILES.  THERE IS A SIGN HERE AT THE FORK OF THE ROAD
 DB1295'READING IT IS UNLAWFUL TO PICK UP PETRIFIED WOOD.  TAKE THE LEFT
 DB1295'FORK AND FOLLOW THE MAIN-TRAVELED ROAD 1.0 MILE, TAKE THE
 DB1295'RIGHT-HAND ROAD AND FOLLOW THE MAIN TRACK 1.3 MILES TO A POINT SW
 DB1295'OF THE PEAK.  LEAVE TRUCK HERE AND HEAD FOR THE PEAK ON THE
 DB1295'LEFT OF THE GROUP TO THE NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1973 ***********************************************************************
 CZ1973  DESIGNATION -  BLACK HILLS 2
 CZ1973  PID         -  CZ1973
 CZ1973  STATE/COUNTY-  AZ/PIMA
 CZ1973  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ1973
 CZ1973                         *CURRENT SURVEY CONTROL
 CZ1973  ___________________________________________________________________
 CZ1973* NAD 83(1992)-  32 05 11.87776(N)    111 03 32.83760(W)     ADJUSTED  
 CZ1973* NAVD 88     -      1127.7    (meters)    3700.     (feet)  VERTCON   
 CZ1973  ___________________________________________________________________
 CZ1973  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1973  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ1973
 CZ1973  HORZ ORDER  -  FIRST
 CZ1973
 CZ1973.The horizontal coordinates were established by classical geodetic methods
 CZ1973.and adjusted by the National Geodetic Survey in August 1993..
 CZ1973
 CZ1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1973
 CZ1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1973
 CZ1973.The geoid height was determined by GEOID03.
 CZ1973
 CZ1973;                    North         East     Units Scale Factor Converg.
 CZ1973;SPC AZ C     -   120,794.360   294,309.079   MT  0.99998078   +0 27 20.0
 CZ1973;SPC AZ C     -   396,306.96    965,580.97   iFT  0.99998078   +0 27 20.0
 CZ1973;UTM  12      - 3,550,039.870   494,420.910   MT  0.99960038   -0 01 53.1
 CZ1973
 CZ1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1973!SPC AZ C     -   0.99982761  x   0.99998078  =   0.99980839
 CZ1973!UTM  12      -   0.99982761  x   0.99960038  =   0.99942806
 CZ1973
 CZ1973:                Primary Azimuth Mark                     Grid Az
 CZ1973:SPC AZ C     -  T15S R13E SECS 19 20 29 30               031 12 31.5
 CZ1973:UTM  12      -  T15S R13E SECS 19 20 29 30               031 41 44.6
 CZ1973
 CZ1973|---------------------------------------------------------------------|
 CZ1973| PID    Reference Object                     Distance      Geod. Az  |
 CZ1973|                                                           dddmmss.s |
 CZ1973| CH5236 T15S R13E SECS 19 20 29 30                         0313951.5 |
 CZ1973| CH4386 BLACK HILLS 2 RM 2                   11.126 METERS 05151     |
 CZ1973| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 5.5 KM 0654708.8 |
 CZ1973| CH4385 BLACK HILLS 2 RM 1                   13.746 METERS 13932     |
 CZ1973| CZ1980 AIRWAY BCN RYAN FIELD TUCSON        APPROX.11.8 KM 2972628.2 |
 CZ1973| CZ1979 RNG TUCSON RADIO TU                 APPROX.11.3 KM 3004410.5 |
 CZ1973| CZ1968 GOLDEN GATE MOUNTAIN                APPROX.14.3 KM 3415658.6 |
 CZ1973| CZ1969 CAT MOUNTAIN                        APPROX.10.8 KM 3591112.1 |
 CZ1973|---------------------------------------------------------------------|
 CZ1973
 CZ1973                          SUPERSEDED SURVEY CONTROL
 CZ1973
 CZ1973  NAD 83(1986)-  32 05 11.87361(N)    111 03 32.83614(W) AD(       ) 1
 CZ1973  NAD 27      -  32 05 11.59000(N)    111 03 30.49400(W) AD(       ) 1
 CZ1973  NGVD 29 (07/19/86) 1127.0    (m)         3697.     (f) VERT ANG       
 CZ1973
 CZ1973.Superseded values are not recommended for survey control.
 CZ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1973.See file dsdata.txt to determine how the superseded data were derived.
 CZ1973
 CZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9442150040(NAD 83)
 CZ1973_MARKER: DS = TRIANGULATION STATION DISK
 CZ1973_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1973_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1973
 CZ1973  HISTORY     - Date     Condition        Report By
 CZ1973  HISTORY     - 1935     MONUMENTED       CGS
 CZ1973  HISTORY     - 1956     GOOD             USE
 CZ1973  HISTORY     - 1959     GOOD             CGS
 CZ1973  HISTORY     - 1962     GOOD             CGS
 CZ1973
 CZ1973                          STATION DESCRIPTION
 CZ1973
 CZ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1973'ABOUT 11-1/2 MILES, AIR LINE, SOUTHWEST OF TUCSON, 3 MILES
 CZ1973'WEST-SOUTHWEST OF SAN XAVIER MISSION AND ON THE HIGHEST PART
 CZ1973'OF THE LAVA-COVERED HILLS OR LONG BLACK RIDGE.  FROM GENERAL LAND
 CZ1973'OFFICE CORNER SECS 20, 21, 28, 29, T. 15 S., R 13E, (AZIMUTH
 CZ1973'MARK), GO WEST ALONG FENCE 1/2 MILE, TURN LEFT AND GO 1 MILE TO
 CZ1973'END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 1 HOUR TO STATION.
 CZ1973'MARKED BY A STANDARD BRONZE DISK.
 CZ1973
 CZ1973                          STATION RECOVERY (1956)
 CZ1973
 CZ1973'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1973'STATION RECOVERED AS DESCRIBED.
 CZ1973
 CZ1973                          STATION RECOVERY (1959)
 CZ1973
 CZ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1973'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CZ1973'WERE RECOVERED AND FOUND IN GOOD CONDITION.  SAN XAVIER MISSION
 CZ1973'CROSS WAS USED FOR THE AZIMUTH MARK.  A NEW AND COMPLETE
 CZ1973'DESCRIPTION FOLLOWS.
 CZ1973'
 CZ1973'THE STATION IS ABOUT 11 MILES SOUTHWEST OF TUCSON AND ABOUT
 CZ1973'3 MILES WEST OF SAN XAVIER MISSION ON THE NORTHWEST END AND
 CZ1973'HIGHEST PART OF A LAVA COVERED RIDGE.
 CZ1973'
 CZ1973'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK GO SOUTH
 CZ1973'ON U.S. HIGHWAY 89 FOR 0.5 MILE TO VALENCIA ROAD.  TURN RIGHT
 CZ1973'AND GO WEST ON VALENCIA ROAD FOR 3.1 MILE TO MISSION ROAD, TURN
 CZ1973'LEFT AND GO SOUTH ON MISSION ROAD AND TWIN BUTTES ROAD FOR
 CZ1973'3.0 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A CATTLE
 CZ1973'GUARD.  TURN RIGHT AND GO WEST TO A FORK JUST AFTER PASSING
 CZ1973'THRU A GATE IN THE RIGHT-OF-WAY FENCE, TAKE RIGHT FORK AND
 CZ1973'FOLLOW THE TRACK ROAD WEST ALONG THE SOUTH SIDE OF THE BLACK
 CZ1973'HILLS FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE
 CZ1973'PACK NORTHWEST FOR ABOUT 90 MINUTES TO THE HIGHEST PART OF THE
 CZ1973'HILL AND STATION.
 CZ1973'
 CZ1973'THE STATION MARK, STAMPED BLACK HILLS 2 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1
 CZ1973'FOOT.  IT IS 16 FEET WEST OF A CAIRN.
 CZ1973'
 CZ1973'REFERENCE MARK 1, STAMPED BLACK HILLS 2 NO 1 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 CZ1973'INCHES.  IT IS 43 FEET SOUTH OF A CAIRN AND 21 FEET BELOW
 CZ1973'STATION ELEVATION.
 CZ1973'
 CZ1973'REFERENCE MARK 2, STAMPED BLACK HILLS 2 NO 2 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES.
 CZ1973'IT IS 21 FEET NORTHEAST OF A CARIN AND 18 INCHES BELOW STATION
 CZ1973'ELEVATION.
 CZ1973'
 CZ1973'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1973'THE AZIMUTH MARK SEE DESCRIPTION THEREOF.
 CZ1973
 CZ1973                          STATION RECOVERY (1962)
 CZ1973
 CZ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ1973'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1973'IN GOOD CONDITION.  THE GENERAL LAND OFFICE SECTION MARK,
 CZ1973'20, 21, 28, 29, T 15 S, R 13 E, DESCRIBED AS BEING THE AZIMUTH
 CZ1973'MARK OBSERVED UPON IN 1935 WAS FOUND TO BE IN ERROR.  UPON
 CZ1973'CHECKING THE ANGLE IT WAS DISCOVERED THAT GLO MARK T 15 S,
 CZ1973'R 13 E, S 19, S 20, S 29, S 30 WAS THE ONE OBSERVED UPON IN
 CZ1973'1935.
 CZ1973'
 CZ1973'THE STATION IS ABOUT 11-1/4 MILES SOUTH-SOUTHWEST OF THE
 CZ1973'CENTER OF TUCSON, 8 MILES SOUTHEAST OF RYAN FIELD, 6 MILES SOUTH
 CZ1973'OF STATE HIGHWAY 86, 3-1/2 MILES SOUTHWEST OF SAN XAVIER DEL
 CZ1973'BAC MISSION, 2 MILES WEST OF THE TWIN BUTTES ROAD, IN THE
 CZ1973'NW 1/4 OF SEC. 31, T 15 S, R 13 E AND ON THE WEST END AND
 CZ1973'HIGHEST POINT OF A PROMINENT LAVA COVERED BLACK MOUNTAIN.
 CZ1973'
 CZ1973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89
 CZ1973'AND STATE HIGHWAY 86 IN SOUTH TUCSON, DRIVE WEST ON STATE
 CZ1973'HIGHWAY 86 (W AJO WAY) FOR 2.05 MILES TO ITS INTERSECTION
 CZ1973'WITH MISSION ROAD.  TURN LEFT AND DRIVE SOUTH ON MISSION ROAD
 CZ1973'FOR 5.15 MILES TO A SIDE ROAD LEFT WHICH LEADS TO SAN XAVIER
 CZ1973'DEL BAC MISSION.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.1
 CZ1973'MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE WEST
 CZ1973'ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE FOR 0.5 MILE TO
 CZ1973'GLO MARK T 15 S, R 13 E, 20, 21, 28, 29 ON THE RIGHT IN
 CZ1973'THE FENCE LINE.  CONTINUE WEST ALONG THE FENCE FOR 1.0 MILE
 CZ1973'TO GLO MARK T 15 S, R 13 E, S 19, S 20, S 29, S 30 (AZIMUTH
 CZ1973'MARK) ON THE RIGHT IN THE FENCE LINE.  CONTINUE WEST FOR 0.55
 CZ1973'MILE TO THE END OF THE EAST-WEST FENCE AND A TRACK ROAD
 CZ1973'LEFT.  TURN LEFT AND DRIVE SOUTHWESTERLY ON THE TRACK ROAD
 CZ1973'FOR 1.0 MILE TO A DRY RESERVOIR AND THE END OF TRUCK
 CZ1973'TRAVEL.  PACK EAST UP THE GRADUAL AND THEN STEEP SLOPE FOR
 CZ1973'ABOUT 1 HOUR TO THE STATION.
 CZ1973'
 CZ1973'THE STATION MARK, A STANDARD DISK STAMPED BLACK HILL NO--2
 CZ1973'1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING
 CZ1973'ABOUT 12 INCHES.  IT IS 10 FEET WEST OF A CAIRN WHICH PROJECTS
 CZ1973'ABOUT 3 FEET AND BENEATH A TRIANGULAR METAL FRAME TARGET WHICH
 CZ1973'PROJECTS 10 FEET.
 CZ1973'
 CZ1973'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK HILL NO--2
 CZ1973'NO 1 1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 CZ1973'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 10
 CZ1973'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1973'
 CZ1973'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK HILL NO--2 NO 2
 CZ1973'1935, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CZ1973'ABOUT 12 INCHES.  IT IS SITUATED UPON THE CREST OF THE MOUNTAIN,
 CZ1973'ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1973'
 CZ1973'THE AZIMUTH MARK, A STANDARD GENERAL LAND OFFICE SECTION MARK
 CZ1973'STAMPED, T 15 S, R 13 E, S 19, S 20, S 29, S 30, P 1 R 5 (1915,)
 CZ1973'IS A BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE WHICH
 CZ1973'IS 3 INCHES IN DIAMETER AND PROJECTS 14 INCHES ABOVE THE
 CZ1973'SURFACE OF THE GROUND.  IT IS 25.5 FEET EAST OF A GUYED
 CZ1973'POWERLINE POLE WHICH IS THE INTERSECTION POLE OF AN EAST-WEST
 CZ1973'AND NORTH-SOUTH POWERLINE, 21.8 FEET NORTH OF THE CENTER OF A
 CZ1973'TRACK ROAD AND BENEATH AN EAST-WEST SECTION FENCE.
 CZ1973'
 CZ1973'SLOPE MEASUREMENTS WERE MADE TO THE REFERENCE MARKS AND THE
 CZ1973'DISTANCE REDUCED TO HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0877 ***********************************************************************
 DW0877  DESIGNATION -  BLACK MESA
 DW0877  PID         -  DW0877
 DW0877  STATE/COUNTY-  AZ/LA PAZ
 DW0877  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0877
 DW0877                         *CURRENT SURVEY CONTROL
 DW0877  ___________________________________________________________________
 DW0877* NAD 83(1992)-  33 35 56.05555(N)    114 01 18.72714(W)     ADJUSTED  
 DW0877* NAVD 88     -      1110.0    (meters)    3642.     (feet)  VERTCON   
 DW0877  ___________________________________________________________________
 DW0877  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DW0877  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DW0877
 DW0877  HORZ ORDER  -  SECOND
 DW0877
 DW0877.The horizontal coordinates were established by classical geodetic methods
 DW0877.and adjusted by the National Geodetic Survey in August 1993..
 DW0877
 DW0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0877
 DW0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0877
 DW0877.The geoid height was determined by GEOID03.
 DW0877
 DW0877;                    North         East     Units Scale Factor Converg.
 DW0877;SPC AZ W     -   288,211.993   188,127.686   MT  0.99994118   -0 09 01.6
 DW0877;SPC AZ W     -   945,577.40    617,216.82   iFT  0.99994118   -0 09 01.6
 DW0877;UTM  11      - 3,721,661.405   776,358.450   MT  1.00054168   +1 38 56.7
 DW0877;UTM  12      - 3,721,779.154   219,581.449   MT  1.00056955   -1 40 24.0
 DW0877
 DW0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0877!SPC AZ W     -   0.99983068  x   0.99994118  =   0.99977187
 DW0877!UTM  11      -   0.99983068  x   1.00054168  =   1.00037227
 DW0877!UTM  12      -   0.99983068  x   1.00056955  =   1.00040013
 DW0877
 DW0877|---------------------------------------------------------------------|
 DW0877| PID    Reference Object                     Distance      Geod. Az  |
 DW0877|                                                           dddmmss.s |
 DW0877| CE9801 BLACK MESA RM 1                       6.728 METERS 02434     |
 DW0877| CE9802 BLACK MESA RM 2                       6.635 METERS 22201     |
 DW0877| DW0878 BLACK MESA CAIRN                      9.500 METERS 26817     |
 DW0877| CE9800 BLACK MESA AZ MK                                   3271521.5 |
 DW0877|---------------------------------------------------------------------|
 DW0877
 DW0877                          SUPERSEDED SURVEY CONTROL
 DW0877
 DW0877  NAD 83(1986)-  33 35 56.05196(N)    114 01 18.73622(W) AD(       ) 2
 DW0877  NAD 27      -  33 35 55.95000(N)    114 01 15.95600(W) AD(       ) 2
 DW0877  NGVD 29 (07/19/86) 1109.3    (m)         3639.     (f) VERT ANG       
 DW0877
 DW0877.Superseded values are not recommended for survey control.
 DW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0877.See file dsdata.txt to determine how the superseded data were derived.
 DW0877
 DW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7635821661(NAD 83)
 DW0877_MARKER: DS = TRIANGULATION STATION DISK
 DW0877_SETTING: 80 = SET IN A BOULDER
 DW0877_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0877
 DW0877  HISTORY     - Date     Condition        Report By
 DW0877  HISTORY     - 1949     MONUMENTED       CGS
 DW0877
 DW0877                          STATION DESCRIPTION
 DW0877
 DW0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0877'STATION IS LOCATED ON THE NORTH HALF OF WHAT IS LOCALLY KNOWN
 DW0877'AS BLACK MESA, THE MESA BEING DIVIDED BY A DEEP CANYON.  ABOUT
 DW0877'13 MILES AIR LINE SOUTH SOUTHEAST OF QUARTZSITE.  9 PACES EAST
 DW0877'OF A LARGE CAIRN.  PROJECTS 8 INCHES.  AND STAMPED, BLACK
 DW0877'MESA 1949.
 DW0877'
 DW0877'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES HIGHER THAN STATION,
 DW0877'PROJECTS 12 INCHES, AND STAMPED, BLACK MESA NO 1 1949.
 DW0877'
 DW0877'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0877'PROJECTS 12 INCHES, AND STAMPED, BLACK MESA NO 2 1949.
 DW0877'
 DW0877'AZIMUTH MARK IS LOCATED ON NEXT HIGH POINT NORTH OF THE STATION,
 DW0877'30 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF, PROJECTS 18
 DW0877'INCHES, AND STAMPED, BLACK MESA 1949.
 DW0877'
 DW0877'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH
 DW0877'STATE HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE) GO EAST
 DW0877'ON U.S. HIGHWAY 60 AND 70 FOR 8.3 MILES TO A DIRT ROAD SOUTH
 DW0877'AND SIGN, GOLD NUGGET MINES.  TURN RIGHT, SOUTH, AND GO 1.05
 DW0877'MILE TO A FORK AND SIGN, AUTO CLUB OF SO. CALIF.  TAKE RIGHT FORK
 DW0877'AND GO 1.05 MILE TO FORK.  TAKE LEFT FORK, MAIN TRAVELED ROAD,
 DW0877'AND GO 0.6 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.8 MILE
 DW0877'TO A REVERSE Y.  KEEP STRAIGHT AHEAD FOR 0.9 MILE TO FORK AT
 DW0877'OLD BUILDING.  TAKE LEFT FORK AND CONTINUE ON MAIN ROAD FOR
 DW0877'3.8 MILES TO END OF ROAD AND END OF TRUCK TRAVEL AT A MINE.
 DW0877'PACK SOUTH UP STEEP SLOPE TO SUMMIT.  TURN LEFT AND PACK
 DW0877'EASTERLY TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 DW0877'A 1-HOUR PACK.
 DW0877'
 DW0877'TO REACH AZIMUTH MARK FROM STATION, PACK NORTHERLY ACROSS
 DW0877'SADDLE, THENCE NORTHWESTERLY TO HIGHEST POINT AND AZIMUTH
 DW0877'MARK NEAR SMALL CAIRN AS DESCRIBED ABOVE.  IT IS A 15-MINUTE
 DW0877'PACK FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2269 ***********************************************************************
 DU2269  DESIGNATION -  BLACK MESA
 DU2269  PID         -  DU2269
 DU2269  STATE/COUNTY-  AZ/MARICOPA
 DU2269  USGS QUAD   -  NEW RIVER MESA (1978)
 DU2269
 DU2269                         *CURRENT SURVEY CONTROL
 DU2269  ___________________________________________________________________
 DU2269* NAD 83(1992)-  33 55 26.96352(N)    111 58 45.85119(W)     ADJUSTED  
 DU2269* NAVD 88     -      1432.3    (meters)    4699.     (feet)  VERTCON   
 DU2269  ___________________________________________________________________
 DU2269  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DU2269  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DU2269
 DU2269  HORZ ORDER  -  THIRD
 DU2269
 DU2269.The horizontal coordinates were established by classical geodetic methods
 DU2269.and adjusted by the National Geodetic Survey in August 1993..
 DU2269
 DU2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2269
 DU2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2269
 DU2269.The geoid height was determined by GEOID03.
 DU2269
 DU2269;                    North         East     Units Scale Factor Converg.
 DU2269;SPC AZ C     -   324,243.777   207,559.541   MT  0.99990041   -0 02 06.0
 DU2269;SPC AZ C     - 1,063,791.92    680,969.62   iFT  0.99990041   -0 02 06.0
 DU2269;UTM  12      - 3,754,178.497   409,472.266   MT  0.99970103   -0 32 47.9
 DU2269
 DU2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2269!SPC AZ C     -   0.99977964  x   0.99990041  =   0.99968007
 DU2269!UTM  12      -   0.99977964  x   0.99970103  =   0.99948073
 DU2269
 DU2269                          SUPERSEDED SURVEY CONTROL
 DU2269
 DU2269  NAD 83(1986)-  33 55 26.95865(N)    111 58 45.86290(W) AD(       ) 3
 DU2269  NGVD 29 (04/26/91) 1431.6    (m)         4697.     (f) VERT ANG       
 DU2269
 DU2269.Superseded values are not recommended for survey control.
 DU2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2269.See file dsdata.txt to determine how the superseded data were derived.
 DU2269
 DU2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0947254178(NAD 83)
 DU2269_MARKER: DD = SURVEY DISK
 DU2269_SETTING: 80 = SET IN A BOULDER
 DU2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2269+STABILITY: SURFACE MOTION
 DU2269
 DU2269  HISTORY     - Date     Condition        Report By
 DU2269  HISTORY     - 1900     MONUMENTED       USGS
 DU2269
 DU2269                          STATION DESCRIPTION
 DU2269
 DU2269'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2269'LOCATED ABOUT 4 MI NW. OF PHOENIX MINE ON CURE CREEK.  ABOUT 200
 DU2269'FT NW. OF HIGHEST POINT, ON ROUNDED BUTTE AT SOUTHERN EXTREMITY
 DU2269'OF WHAT IS LOCALLY KNOWN AS BLACK MESA.  THERE IS LARGE CEDAR
 DU2269'TREE NEAR NORTH SIDE OF STATION.
 DU2269'
 DU2269'TO REACH NOT GIVEN.
 DU2269'
 DU2269'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN LARGE
 DU2269'ROCK UNDER PILE OF STONES 4 FT HIGH.
 DU2269'
 DU2269'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0878 ***********************************************************************
 DW0878  DESIGNATION -  BLACK MESA CAIRN
 DW0878  PID         -  DW0878
 DW0878  STATE/COUNTY-  AZ/LA PAZ
 DW0878  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0878
 DW0878                         *CURRENT SURVEY CONTROL
 DW0878  ___________________________________________________________________
 DW0878* NAD 83(1992)-  33 35 56.04630(N)    114 01 19.09544(W)     ADJUSTED  
 DW0878* NAVD 88     -      1110.     (meters)    3642.     (feet)  SCALED    
 DW0878  ___________________________________________________________________
 DW0878  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DW0878  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DW0878
 DW0878  HORZ ORDER  -  THIRD
 DW0878
 DW0878.The horizontal coordinates were established by classical geodetic methods
 DW0878.and adjusted by the National Geodetic Survey in August 1993..
 DW0878
 DW0878.The orthometric height was scaled from a topographic map.
 DW0878
 DW0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0878
 DW0878.The geoid height was determined by GEOID03.
 DW0878
 DW0878;                    North         East     Units Scale Factor Converg.
 DW0878;SPC AZ W     -   288,211.733   188,118.190   MT  0.99994119   -0 09 01.8
 DW0878;SPC AZ W     -   945,576.55    617,185.66   iFT  0.99994119   -0 09 01.8
 DW0878;UTM  11      - 3,721,660.847   776,348.961   MT  1.00054161   +1 38 56.4
 DW0878;UTM  12      - 3,721,779.146   219,571.943   MT  1.00056962   -1 40 24.2
 DW0878
 DW0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0878!SPC AZ W     -   0.99983072  x   0.99994119  =   0.99977192
 DW0878!UTM  11      -   0.99983072  x   1.00054161  =   1.00037224
 DW0878!UTM  12      -   0.99983072  x   1.00056962  =   1.00040025
 DW0878
 DW0878                          SUPERSEDED SURVEY CONTROL
 DW0878
 DW0878  NAD 83(1986)-  33 35 56.04271(N)    114 01 19.10452(W) AD(       ) 4
 DW0878  NAD 27      -  33 35 55.94100(N)    114 01 16.32400(W) AD(       ) 3
 DW0878
 DW0878.Superseded values are not recommended for survey control.
 DW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0878.See file dsdata.txt to determine how the superseded data were derived.
 DW0878
 DW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7634921661(NAD 83)
 DW0878_MARKER: 72 = CAIRN
 DW0878
 DW0878  HISTORY     - Date     Condition        Report By
 DW0878  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0878
 DW0878                          STATION DESCRIPTION
 DW0878
 DW0878'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1901 ***********************************************************************
 CZ1901  DESIGNATION -  BLACK MOUNTAIN
 CZ1901  PID         -  CZ1901
 CZ1901  STATE/COUNTY-  AZ/PINAL
 CZ1901  USGS QUAD   -  BLACK MOUNTAIN (1972)
 CZ1901
 CZ1901                         *CURRENT SURVEY CONTROL
 CZ1901  ___________________________________________________________________
 CZ1901* NAD 83(1992)-  32 46 44.06347(N)    110 57 48.12718(W)     ADJUSTED  
 CZ1901* NAVD 88     -      1705.5    (meters)    5595.     (feet)  VERTCON   
 CZ1901  ___________________________________________________________________
 CZ1901  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ1901  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ1901
 CZ1901  HORZ ORDER  -  FIRST
 CZ1901
 CZ1901.The horizontal coordinates were established by classical geodetic methods
 CZ1901.and adjusted by the National Geodetic Survey in August 1993..
 CZ1901
 CZ1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1901
 CZ1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1901
 CZ1901.The geoid height was determined by GEOID03.
 CZ1901
 CZ1901;                    North         East     Units Scale Factor Converg.
 CZ1901;SPC AZ C     -   197,636.415   302,663.084   MT  0.99999831   +0 30 58.1
 CZ1901;SPC AZ C     -   648,413.44    992,989.12   iFT  0.99999831   +0 30 58.1
 CZ1901;UTM  12      - 3,626,777.527   503,430.456   MT  0.99960015   +0 01 11.4
 CZ1901
 CZ1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1901!SPC AZ C     -   0.99973674  x   0.99999831  =   0.99973505
 CZ1901!UTM  12      -   0.99973674  x   0.99960015  =   0.99933699
 CZ1901
 CZ1901|---------------------------------------------------------------------|
 CZ1901| PID    Reference Object                     Distance      Geod. Az  |
 CZ1901|                                                           dddmmss.s |
 CZ1901| CC6106 BLACK MOUNTAIN RM 1                   7.425 METERS 00218     |
 CZ1901| CC6105 BLACK MOUNTAIN AZ MK                               0553824.4 |
 CZ1901| CZ1923 TORTILLA                            APPROX.23.0 KM 1992903.8 |
 CZ1901| CZ1995 GRANITE PEAK                        APPROX.61.4 KM 2334100.8 |
 CZ1901| CC6107 BLACK MOUNTAIN RM 2                  11.587 METERS 24347     |
 CZ1901| CZ1943 PICACHO PEAK                        APPROX.44.0 KM 2485153.2 |
 CZ1901| CZ1941 PICACHO MOUNTAIN                    APPROX.41.5 KM 2605151.9 |
 CZ1901| CZ1902 BLACK MOUNTAIN CAIRN                  5.500 METERS 34919     |
 CZ1901|---------------------------------------------------------------------|
 CZ1901
 CZ1901                          SUPERSEDED SURVEY CONTROL
 CZ1901
 CZ1901  NAD 83(1986)-  32 46 44.05858(N)    110 57 48.12496(W) AD(       ) 1
 CZ1901  NAD 27      -  32 46 43.80650(N)    110 57 45.73730(W) AD(       ) 1
 CZ1901  NGVD 29 (07/19/86) 1704.8    (m)         5593.     (f) VERT ANG       
 CZ1901
 CZ1901.Superseded values are not recommended for survey control.
 CZ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1901.See file dsdata.txt to determine how the superseded data were derived.
 CZ1901
 CZ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0343026778(NAD 83)
 CZ1901
 CZ1901  HISTORY     - Date     Condition        Report By
 CZ1901  HISTORY     - 1919     MONUMENTED       CGS
 CZ1901  HISTORY     - 1936     GOOD             CGS
 CZ1901  HISTORY     - 1948     GOOD             CGS
 CZ1901  HISTORY     - 1962     GOOD             CGS
 CZ1901  HISTORY     - 1972     GOOD             AZHD
 CZ1901
 CZ1901                          STATION DESCRIPTION
 CZ1901
 CZ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CZ1901'LOCATED ON THE SOUTHERN EDGE OF THE HIGHEST PEAK, THE MOST
 CZ1901'EASTERLY OF THE TWO HIGH PEAKS OF WHAT IS LOCALLY KNOWN
 CZ1901'AS THE BLACK MOUNTAINS.  THE STATION IS ABOUT 25 MILES AIR
 CZ1901'LINE, ALMOST DUE NORTH OF TUCSON, AND IS BEST REACHED BY
 CZ1901'TAKING THE FLORENCE ROAD FROM TUCSON FOR 41 MILES TO A POINT
 CZ1901'4 MILES PAST A WHITE SCHOOLHOUSE, AND THEN TURNING EAST UP
 CZ1901'A DIM RANCH ROAD WHICH IS 0.5 MILE SOUTH OF ROAD SIGN FLORENCE
 CZ1901'25 MILES--PHOENIX 93 MILES.  SEVERAL MILES UP THIS ROAD THERE
 CZ1901'IS A CROSS ROAD.  HERE TAKE THE RIGHT-HAND ROAD WHICH LEADS
 CZ1901'TO PLUMMERS RANCH AT THE FOOT OF THE BLACK MOUNTAINS ON THE
 CZ1901'WEST SIDE.  FROM THE RANCH HOUSE A TRAIL LEADS TO A
 CZ1901'WINDMILL AND WELL AT THE FOOT OF THE PEAK.  WHEN THIS
 CZ1901'STATION WAS RECOVERED IN 1936 THE STATION MARK WAS
 CZ1901'FOUND TO BE STAMPED MT.  CATHERIN 1919 AND THE REFERENCE MARK
 CZ1901'WAS NOT STAMPED, BUT BLACK 1919 WAS ETCHED IN THE CONCRETE
 CZ1901'AROUND THE MARK.  STATION IS MARKED BY A STANDARD BRONZE
 CZ1901'DISK SET IN CONCRETE.  THE REFERENCE
 CZ1901'MARK, A STANDARD BRONZE REFERENCE DISK, IS 7.425
 CZ1901'METERS (24.36 FEET) FROM STATION.
 CZ1901'BLACK MOUNTAIN (U.S.G.S.), A LARGE CAIRN 4 FEET
 CZ1901'HIGH AND 6 FEET IN DIAMETER, ON THE SUMMIT OF THE PEAK, IS
 CZ1901'5.5 METERS (18 FEET) FROM STATION.
 CZ1901
 CZ1901                          STATION RECOVERY (1948)
 CZ1901
 CZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1901'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 CZ1901'AS DESCRIBED.  THE ORIGINAL STAMPING ON THE STATION MARK
 CZ1901'WAS MT. CATHERINE 1919, BUT WAS CHANGED TO BLACK MTN 1919.
 CZ1901'THE REFERENCE MARK ORIGINALLY NOT STAMPED, IS NOW STAMPED
 CZ1901'BLACK MTN NO 1 1919.  ANOTHER REFERENCE MARK AND A AZIMUTH
 CZ1901'MARK WERE ESTABLISHED.  THE U.S.G.S. CAIRN HAS BEEN TORN
 CZ1901'DOWN.
 CZ1901'
 CZ1901'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTH OF TUCSON,
 CZ1901'ABOUT 11 MILES AIR LINE NORTHWEST OF ORACLE, ON THE SOUTHERN
 CZ1901'EDGE OF THE HIGHEST PEAK, THE MOST EASTERLY OF TWO HIGH PEAKS,
 CZ1901'WHICH ARE LOCALLY KNOWN AS BLACK MOUNTAIN, 7 FEET SOUTHWEST
 CZ1901'OF A BOULDER OUTCROP, PROJECTS 6 INCHES AND IS STAMPED BLACK
 CZ1901'MTN 1919.
 CZ1901'
 CZ1901'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1901'THE STATION, 7 FEET NORTHEAST OF THE HIGHEST POINT, ON THE
 CZ1901'NORTH SLOPE, A BRONZE DISK FLUSH
 CZ1901'AND IS STAMPED BLACK MTN NO 1 1919.
 CZ1901'
 CZ1901'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN THE
 CZ1901'STATION, ON THE WEST SLOPE, A BRONZE DISK
 CZ1901'PROJECTS 3 INCHES AND IS STAMPED BLACK MTN NO 2 1947.
 CZ1901'
 CZ1901'THE AZIMUTH MARK IS LOCATED AT THE END OF TRUCK TRAVEL FOR A
 CZ1901'4 WHEEL DRIVE VEHICLE, 13 PACES NORTHEAST OF THE HIGHEST
 CZ1901'POINT OF KNOLL, A BRONZE DISK PROJECTS
 CZ1901'4 FEET, 4 FEET NORTH OF A 4X4 WHITE WITNESS POST AND IS STAMPED
 CZ1901'BLACK MTN 1947.
 CZ1901'
 CZ1901'TO REACH FROM THE JUNCTION OF STATE ROUTE 77 AND U.S. HIGHWAY
 CZ1901'80 AT ORACLE JUNCTION--GO EAST TOWARD ORACLE FOR 4.85 MILES
 CZ1901'TO A GRADED ROAD LEFT.  TURN LEFT (N) ALONG GRADED ROAD FOR
 CZ1901'9.3 MILES TO A Y AND SIGN R-C RANCH 5 MILES R.M.A.  TAKE
 CZ1901'LEFT FORK AND FOLLOW TRACK ROAD FOR 2.3 MILES TO A Y.  TAKE THE
 CZ1901'LEFT FORK STRAIGHT AHEAD MAIN TRAVELED ROAD TOWARD R-C RANCH
 CZ1901'FOR 1.7 MILES TO A Y.  TAKE THE RIGHT FORK STRAIGHT AHEAD
 CZ1901'AND GO 0.2 MILE TO GATE.  PASS THROUGH AND CONTINUE FOR 0.8
 CZ1901'MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD PASSING THROUGH
 CZ1901'2 MORE GATES FOR 1.8 MILES TO A ROUND WHITE SIGN AND Y.
 CZ1901'TAKE LEFT FORK, PASSING RANCH QUARTERS AND GO 0.85 MILE TO
 CZ1901'DIM TRACKS TO LEFT.  TAKE THE DIM TRACKS UP STEEP SLOPE
 CZ1901'LEAVING MAIN TRAVELED ROAD AND FOLLOW TRACKS NORTHWESTERLY
 CZ1901'CROSS COUNTRY FOR 0.2 MILE TO THE TOP OF A STEEP HILL
 CZ1901'AND THE END OF TRUCK TRAVEL, ALSO THE AZIMUTH MARK AS
 CZ1901'DESCRIBED ABOVE.  THE END OF TRUCK TRAVEL FOR A 2 WHL. DRIVE
 CZ1901'VEHICLE IS APPROXIMATELY 0.1 MILE BEFORE AZIMUTH.  FROM THIS POINT
 CZ1901'THE STATION CAN BE SEEN TO THE SOUTHWEST A SHARP PEAK ON
 CZ1901'THE SECOND RANGE.  PACK WEST TO THE SECOND FENCE LINE.  TURN
 CZ1901'LEFT (S) AND FOLLOW FENCE LINE TO A EAST-WEST FENCE LINE.
 CZ1901'CROSS AND CONTINUE TO FOLLOW THE FENCE LINE SOUTH TO TOP OF
 CZ1901'RIDGE.  HERE THE FENCE SWINGS WEST ALONG ANOTHER RIDGE.
 CZ1901'FOLLOW FENCE LINE ALONG RIDGE TO WEST TO TOP OF PEAK
 CZ1901'DIRECTLY IN FRONT AND THE STATION AS DESCRIBED ABOVE.
 CZ1901'A 1 HOUR AND 20 MINUTE PACK.
 CZ1901'
 CZ1901'OBSERVATIONS MADE FROM A 1.11METER TRIPOD.
 CZ1901
 CZ1901                          STATION RECOVERY (1962)
 CZ1901
 CZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WHK)
 CZ1901'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 CZ1901'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CZ1901'A NEW DESCRIPTION FOLLOWS--
 CZ1901'
 CZ1901'THE STATION IS 38 MILES NORTH OF TUCSON, 16 MILES NORTHWEST
 CZ1901'OF ORACLE, 15 MILES NORTH OF ORACLE JUNCTION, IN THE SE 1/4
 CZ1901'OF SEC. 36, T 7 S, R 13 E, ON THE HIGHEST PEAK OF BLACK
 CZ1901'MOUNTAIN.  A SECOND HIGH PEAK, ABOUT 250 FEET LOWER IN ELEVATION,
 CZ1901'LIES 1/2 MILE WEST OF THE STATION PEAK.
 CZ1901'
 CZ1901'TO REACH THE STATION FROM ORACLE JUNCTION, ABOUT 23 MILES
 CZ1901'NORTH OF TUCSON, DRIVE NORTHEAST ON STATE HIGHWAY 77 FOR 4.9
 CZ1901'MILES TO A BLADED SIDE ROAD WITH A CATTLE GUARD ON THE LEFT.
 CZ1901'TURN LEFT, CROSS THE CATTLE GUARD AND DRIVE NORTH ON THE
 CZ1901'BLADED ROAD FOR 9.5 MILES TO A CROSS ROAD.  A LARGE PINK
 CZ1901'STUCCO RANCH HOUSE IS SITUATED 0.3 MILE EAST OF THIS POINT.
 CZ1901'CONTINUE STRAIGHT AHEAD NORTH ON THE BLADED ROAD FOR 1.15
 CZ1901'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH
 CZ1901'ON THE BLADED ROAD FOR 1.25 MILES TO A Y-FORK AND SIGN, NO
 CZ1901'SHOOTING HOUSE NEAR.  KEEP THE LEFT FORK AND CONTINUE THE
 CZ1901'BLADED ROAD NORTH FOR 2.0 MILES TO AN ALUMINUM GATE.  PASS
 CZ1901'THROUGH THE GATE AND CONTINUE NORTH ON THE BLADED ROAD FOR
 CZ1901'0.55 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 CZ1901'NORTH FOR 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CZ1901'CONTINUE THE BLADED ROAD NORTH FOR 1.05 MILES TO A TRACK
 CZ1901'ROAD ON THE LEFT, ABOUT 100 FEET SOUTH OF A GATE*.
 CZ1901'CONTINUE STRAIGHT AHEAD NORTH, PASSING THROUGH THE GATE,
 CZ1901'FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND DRIVE WEST ON THE
 CZ1901'BLADED ROAD FOR 0.7 MILE TO A RANCH HOUSE.  PASS AROUND
 CZ1901'THE SOUTHWEST CORNER OF THE RANCH HOUSE AND DRIVE
 CZ1901'NORTHWEST ON A TRACK ROAD FOR 0.25 MILE, THENCE TURN
 CZ1901'LEFT AND DRIVE WEST ALONG CREST OF LOW RIDGE FOR 0.1
 CZ1901'MILE TO THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 CZ1901'PACK WEST FOR 0.15 MILE TO THE SUMMIT OF A NORTH-SOUTH RIDGE.
 CZ1901'TURN LEFT, CROSS A FENCE AND PACK SOUTH ALONG THE CREST
 CZ1901'OF THE RIDGE FOR ABOUT 3/4 MILE TO ITS JUNCTION WITH AN
 CZ1901'EAST-WEST RIDGE.  TURN RIGHT AND PACK WEST ALONG THE
 CZ1901'CREST OF THE EAST-WEST RIDGE FOR ABOUT 3/4 MILE TO THE SUMMIT
 CZ1901'OF THE HIGHEST PEAK IN THE MOUNTAIN RANGE AND THE STATION.
 CZ1901'A PACK OF 1-1/2 HOURS.
 CZ1901'
 CZ1901'*TO REACH THE STATION BY A SHORTER ROUTE, BUT BY-PASSING
 CZ1901'THE AZIMUTH MARK, TURN LEFT AND DRIVE WEST ON THE TRACK ROAD
 CZ1901'FOR 0.55 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 CZ1901'WEST FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CZ1901'DRIVE WEST ON THE TRACK ROAD FOR 0.75 MILE TO THE END OF THE
 CZ1901'ROAD AT OLD CONCRETE FOUNDATIONS IN THE BOTTOM OF A WASH AND
 CZ1901'THE END OF TRUCK TRAVEL.  PACK WEST UP THE STEEP SLOPE TO THE
 CZ1901'SUMMIT OF A NORTH-SOUTH RIDGE.  TURN RIGHT AND PACK NORTH
 CZ1901'FOR ABOUT 300 YARDS TO THE INTERSECTION OF NORTH-SOUTH AND
 CZ1901'EAST-WEST RIDGES.  TURN LEFT AND PACK WEST FOR ABOUT 3/4
 CZ1901'MILE TO THE HIGHEST PEAK IN THE MOUNTAIN RANGE AND THE
 CZ1901'STATION.  A PACK OF 1 HOUR.
 CZ1901'
 CZ1901'THE STATION MARK, A STANDARD DISK STAMPED BLACK MTN 1919,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 CZ1901'12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ1901'SITUATED ON THE SOUTH SLOPE OF THE PEAK, 10 FEET SOUTH OF THE
 CZ1901'HIGHEST POINT AND ABOUT 3 FEET LOWER IN ELEVATION.
 CZ1901'
 CZ1901'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK MTN NO 1 1919,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 3
 CZ1901'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SITUATED ON
 CZ1901'THE NORTH SIDE OF THE PEAK, 4 FEET NORTHEAST OF THE HIGHEST
 CZ1901'POINT AND ABOUT 3 FEET LOWER IN ELEVATION.
 CZ1901'
 CZ1901'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK MTN NO 2
 CZ1901'1947, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 CZ1901'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SITUATED
 CZ1901'ON THE SOUTHWEST SLOPE OF THE PEAK, ABOUT 9 FEET LOWER IN
 CZ1901'ELEVATION THAN THE HIGHEST POINT AND 6 FEET LOWER IN ELEVATION
 CZ1901'THAN THE STATION MARK.
 CZ1901'
 CZ1901'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK MTN 1947,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 CZ1901'IS ABOUT 6 FEET SQUARE AND PROJECTS 3 FEET ABOVE THE SURFACE
 CZ1901'OF THE GROUND.  IT IS ABOUT 0.3 MILE NORTHWEST OF THE RANCH
 CZ1901'HOUSE, 0.15 MILE SOUTHEAST OF A HIGH PROMINENT ROCK POINT ON
 CZ1901'THE CREST OF THE NORTH-SOUTH RIDGE, 100 YARDS NORTHEAST OF
 CZ1901'A NORTHWEST-SOUTHEAST FENCE, 75 YARDS NORTHWEST OF A LARGE
 CZ1901'BOULDER PROJECTING 15 FEET ABOVE THE SURFACE OF THE GROUND
 CZ1901'AND 3 FEET NORTH OF A PARTIALLY BURNED WOODEN WITNESS POST.
 CZ1901'
 CZ1901'SLOPE MEASUREMENTS WERE MADE TO REFERENCE MARKS 1 AND 2
 CZ1901'AND THE DISTANCES REDUCED TO HORIZONTAL.
 CZ1901
 CZ1901                          STATION RECOVERY (1972)
 CZ1901
 CZ1901'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (DHS)
 CZ1901'GENERAL LOCATION RECOVERED AS DESCRIBED
 CZ1901'
 CZ1901'STATION MARK GOOD.
 CZ1901'
 CZ1901'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD.
 CZ1901'
 CZ1901'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1902 ***********************************************************************
 CZ1902  DESIGNATION -  BLACK MOUNTAIN CAIRN
 CZ1902  PID         -  CZ1902
 CZ1902  STATE/COUNTY-  AZ/PINAL
 CZ1902  USGS QUAD   -  BLACK MOUNTAIN (1972)
 CZ1902
 CZ1902                         *CURRENT SURVEY CONTROL
 CZ1902  ___________________________________________________________________
 CZ1902* NAD 83(1992)-  32 46 44.23892(N)    110 57 48.16633(W)     ADJUSTED  
 CZ1902* NAVD 88     -      1706.     (meters)    5597.     (feet)  SCALED    
 CZ1902  ___________________________________________________________________
 CZ1902  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ1902  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ1902
 CZ1902  HORZ ORDER  -  SECOND
 CZ1902
 CZ1902.The horizontal coordinates were established by classical geodetic methods
 CZ1902.and adjusted by the National Geodetic Survey in August 1993..
 CZ1902
 CZ1902.The orthometric height was scaled from a topographic map.
 CZ1902
 CZ1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1902
 CZ1902.The geoid height was determined by GEOID03.
 CZ1902
 CZ1902;                    North         East     Units Scale Factor Converg.
 CZ1902;SPC AZ C     -   197,641.811   302,662.017   MT  0.99999830   +0 30 58.1
 CZ1902;SPC AZ C     -   648,431.14    992,985.62   iFT  0.99999830   +0 30 58.1
 CZ1902;UTM  12      - 3,626,782.930   503,429.436   MT  0.99960015   +0 01 11.4
 CZ1902
 CZ1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1902!SPC AZ C     -   0.99973671  x   0.99999830  =   0.99973501
 CZ1902!UTM  12      -   0.99973671  x   0.99960015  =   0.99933696
 CZ1902
 CZ1902                          SUPERSEDED SURVEY CONTROL
 CZ1902
 CZ1902  NAD 83(1986)-  32 46 44.23403(N)    110 57 48.16411(W) AD(       ) 2
 CZ1902  NAD 27      -  32 46 43.98200(N)    110 57 45.77640(W) AD(       ) 2
 CZ1902
 CZ1902.Superseded values are not recommended for survey control.
 CZ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1902.See file dsdata.txt to determine how the superseded data were derived.
 CZ1902
 CZ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0342926783(NAD 83)
 CZ1902_MARKER: 72 = CAIRN
 CZ1902
 CZ1902  HISTORY     - Date     Condition        Report By
 CZ1902  HISTORY     - 1920     FIRST OBSERVED   USGS
 CZ1902
 CZ1902                          STATION DESCRIPTION
 CZ1902
 CZ1902'DESCRIBED BY US GEOLOGICAL SURVEY 1920 (GDC)
 CZ1902'BLACK MOUNTAIN (U.S.G.S.), A LARGE CAIRN 4 FEET
 CZ1902'HIGH AND 6 FEET IN DIAMETER, ON THE SUMMIT OF THE PEAK, IS
 CZ1902'5.5 METERS (18 FEET) FROM STATION BLACK MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0772 ***********************************************************************
 DT0772  DESIGNATION -  BLACK MTN
 DT0772  PID         -  DT0772
 DT0772  STATE/COUNTY-  AZ/GREENLEE
 DT0772  USGS QUAD   -  BEE CANYON (1967)
 DT0772
 DT0772                         *CURRENT SURVEY CONTROL
 DT0772  ___________________________________________________________________
 DT0772* NAD 83(1992)-  33 22 05.79520(N)    109 24 16.20510(W)     ADJUSTED  
 DT0772* NAVD 88     -      2096.7    (meters)    6879.     (feet)  VERTCON   
 DT0772  ___________________________________________________________________
 DT0772  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DT0772  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 DT0772
 DT0772  HORZ ORDER  -  SECOND
 DT0772
 DT0772.The horizontal coordinates were established by classical geodetic methods
 DT0772.and adjusted by the National Geodetic Survey in August 1993..
 DT0772
 DT0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0772
 DT0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0772
 DT0772.The geoid height was determined by GEOID03.
 DT0772
 DT0772;                    North         East     Units Scale Factor Converg.
 DT0772;SPC AZ E     -   262,851.630   284,283.153   MT  0.99996200   +0 25 09.2
 DT0772;SPC AZ E     -   862,374.11    932,687.51   iFT  0.99996200   +0 25 09.2
 DT0772;UTM  12      - 3,693,252.185   648,430.188   MT  0.99987163   +0 52 39.8
 DT0772
 DT0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0772!SPC AZ E     -   0.99967476  x   0.99996200  =   0.99963678
 DT0772!UTM  12      -   0.99967476  x   0.99987163  =   0.99954644
 DT0772
 DT0772:                Primary Azimuth Mark                     Grid Az
 DT0772:SPC AZ E     -  ROSE PEAK LOOKOUT                        020 57 36.1
 DT0772:UTM  12      -  ROSE PEAK LOOKOUT                        020 30 05.5
 DT0772
 DT0772|---------------------------------------------------------------------|
 DT0772| PID    Reference Object                     Distance      Geod. Az  |
 DT0772|                                                           dddmmss.s |
 DT0772| DT0765 ROSE PEAK LOOKOUT                   APPROX. 8.5 KM 0212245.3 |
 DT0772| DT0766 ROSE                                APPROX. 8.4 KM 0215204.3 |
 DT0772| CD1637 BLACK MTN RM 1                        8.915 METERS 20106     |
 DT0772| CD1638 BLACK MTN RM 2                       10.354 METERS 31734     |
 DT0772|---------------------------------------------------------------------|
 DT0772
 DT0772                          SUPERSEDED SURVEY CONTROL
 DT0772
 DT0772  NAD 83(1986)-  33 22 05.79173(N)    109 24 16.20515(W) AD(       ) 2
 DT0772  NAD 27      -  33 22 05.58535(N)    109 24 13.91949(W) AD(       ) 2
 DT0772  NGVD 29 (07/19/86) 2095.8    (m)         6876.     (f) VERT ANG       
 DT0772
 DT0772.Superseded values are not recommended for survey control.
 DT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0772.See file dsdata.txt to determine how the superseded data were derived.
 DT0772
 DT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4843093252(NAD 83)
 DT0772_MARKER: DD = SURVEY DISK
 DT0772_SETTING: 66 = SET IN ROCK OUTCROP
 DT0772_SP_SET: PARTIALLY EXPOSED BEDROCK
 DT0772
 DT0772  HISTORY     - Date     Condition        Report By
 DT0772  HISTORY     - 1967     MONUMENTED       USGS
 DT0772
 DT0772                          STATION DESCRIPTION
 DT0772
 DT0772'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RBO)
 DT0772'LOCATED 20 MI. N. OF MORENCI.  ABOUT 8 MI. NNW. OF TRAIL CABIN.
 DT0772'3 MI. W. OF STATE HIGHWAY 666.  ON A WOODED TOP.
 DT0772'
 DT0772'STATION MARK--A STANDARD TABLET STAMPED BLACK MTN 1967 SET
 DT0772'IN BEDROCK.
 DT0772'
 DT0772'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0772'NO 1 1967 SET IN ROCK.
 DT0772'
 DT0772'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0772'NO 2 1967 SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0961 ***********************************************************************
 EU0961  DESIGNATION -  BLACK PEAK
 EU0961  PID         -  EU0961
 EU0961  STATE/COUNTY-  AZ/LA PAZ
 EU0961  USGS QUAD   -  BLACK PEAK (1990)
 EU0961
 EU0961                         *CURRENT SURVEY CONTROL
 EU0961  ___________________________________________________________________
 EU0961* NAD 83(1992)-  34 07 28.89968(N)    114 12 41.10464(W)     ADJUSTED  
 EU0961* NAVD 88     -       508.7    (meters)    1669.     (feet)  VERTCON   
 EU0961  ___________________________________________________________________
 EU0961  EPOCH DATE  -        1991.35
 EU0961  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 EU0961  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EU0961
 EU0961  HORZ ORDER  -  FIRST
 EU0961
 EU0961.The horizontal coordinates were established by classical geodetic methods
 EU0961.and adjusted by the National Geodetic Survey in June 1996..
 EU0961.The horizontal coordinates are valid at the epoch date displayed above.
 EU0961.The epoch date for horizontal control is a decimal equivalence
 EU0961.of Year/Month/Day.
 EU0961
 EU0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0961
 EU0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0961
 EU0961.The geoid height was determined by GEOID03.
 EU0961
 EU0961;                    North         East     Units Scale Factor Converg.
 EU0961;SPC AZ W     -   346,591.701   170,797.055   MT  0.99995566   -0 15 31.9
 EU0961;SPC AZ W     - 1,137,111.88    560,357.79   iFT  0.99995566   -0 15 31.9
 EU0961;SPC CA 5     -   575,880.154 2,349,405.865   MT  0.99998146   +2 09 34.3
 EU0961;SPC CA 5     - 1,889,366.81  7,708,009.08   sFT  0.99998146   +2 09 34.3
 EU0961;SPC CA 6     -   718,999.341 2,188,055.606   MT  1.00004924   +1 07 12.9
 EU0961;SPC CA 6     - 2,358,917.00  7,178,645.77   sFT  1.00004924   +1 07 12.9
 EU0961;UTM  11      - 3,779,494.622   757,180.536   MT  1.00041541   +1 33 54.9
 EU0961
 EU0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0961!SPC AZ W     -   0.99992504  x   0.99995566  =   0.99988071
 EU0961!SPC CA 5     -   0.99992504  x   0.99998146  =   0.99990651
 EU0961!SPC CA 6     -   0.99992504  x   1.00004924  =   0.99997428
 EU0961!UTM  11      -   0.99992504  x   1.00041541  =   1.00034042
 EU0961
 EU0961|---------------------------------------------------------------------|
 EU0961| PID    Reference Object                     Distance      Geod. Az  |
 EU0961|                                                           dddmmss.s |
 EU0961| CC5200 BLACK PEAK RM 1 PIN                   6.449 METERS 05949     |
 EU0961| EU0962 BLACK                                 4.524 METERS 07444     |
 EU0961| EU0960 T9N R19W SEC 14 AP CRIR               4.734 METERS 07649     |
 EU0961| CC5199 BLACK PEAK RM 3 AZIMUTH                            1122439.6 |
 EU0961| CC5202 BLACK PEAK RM 1                       5.841 METERS 18634     |
 EU0961| CC5201 BLACK PEAK RM 2 PIN                   3.793 METERS 19236     |
 EU0961| CC5198 BLACK PEAK RM 2                       7.070 METERS 27206     |
 EU0961| EU0969 PARKER INDIAN AGENCY WATER TK       APPROX. 9.1 KM 2865247.0 |
 EU0961|---------------------------------------------------------------------|
 EU0961
 EU0961                          SUPERSEDED SURVEY CONTROL
 EU0961
 EU0961  NAD 83(1992)-  34 07 28.89970(N)    114 12 41.10449(W) AD(       ) 1
 EU0961  NAD 83(1986)-  34 07 28.90014(N)    114 12 41.11088(W) AD(       ) 1
 EU0961  NAD 27      -  34 07 28.84100(N)    114 12 38.29800(W) AD(       ) 1
 EU0961  NGVD 29 (07/19/86)  508.1    (m)         1667.     (f) VERT ANG       
 EU0961
 EU0961.Superseded values are not recommended for survey control.
 EU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0961.See file dsdata.txt to determine how the superseded data were derived.
 EU0961
 EU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5718179495(NAD 83)
 EU0961_MARKER: DD = SURVEY DISK
 EU0961_SETTING: 80 = SET IN A BOULDER
 EU0961_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0961
 EU0961  HISTORY     - Date     Condition        Report By
 EU0961  HISTORY     - 1931     MONUMENTED       MWDSC
 EU0961  HISTORY     - 1935     GOOD             CGS
 EU0961  HISTORY     - 1948     GOOD             CGS
 EU0961  HISTORY     - 1948     GOOD             CGS
 EU0961  HISTORY     - 1961     GOOD             AMS
 EU0961  HISTORY     - 1971     GOOD             NGS
 EU0961  HISTORY     - 1972     GOOD             NGS
 EU0961
 EU0961                          STATION DESCRIPTION
 EU0961
 EU0961'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 EU0961'STATION IS 5 MILES ESE OF PARKER, ON HIGHEST POINT OF BLACK PEAK.
 EU0961'
 EU0961'STATION IS MARKED BY A STANDARD M.W.D. DISK SET IN BOULDER.
 EU0961'
 EU0961'TO REACH STATION FROM PARKER, DRIVE E ON SWANSEA ROAD 4.5
 EU0961'MILES, THENCE S ON ROAD TOWARD SADDLE BETWEEN MAIN PEAK AND SMALL
 EU0961'HILLS ON THE NW SIDE TO THE NW BASE OF PEAK.  CLIMB THE N SLOPE
 EU0961'TO BREAK IN THE BLUFFS NEAR THE TOP, THENCE E ALONG TOP TO THE
 EU0961'HIGHEST POINT.  A 2-HOUR SUMMER PACK.
 EU0961
 EU0961                          STATION RECOVERY (1935)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0961'STATION IS 5 MILES ESE OF PARKER ON THE HIGHEST POINT OF BLACK
 EU0961'PEAK.  THIS PEAK IS VERY PROMINENT FROM PARKER AND IS THE
 EU0961'HIGHEST IN THE VICINITY.  ELEVATION 1,665 FEET.
 EU0961'
 EU0961'STATION IS MARKED BY A STANDARD DISK OF THE METROPOLITAN WATER
 EU0961'DISTRICT, WEDGED IN A DRILL HOLE IN A BOULDER AND IS NOT IDENTICAL
 EU0961'WITH THE U.S.G.S. STATION BLACK, BUT IS FIFTEEN FEET W.  REPEATED
 EU0961'MEASUREMENTS FAILED TO CHECK M.W.D. DISTANCES TO THE U.S.G.S.
 EU0961'STATION AND M.W.D. REFERENCE MARK NO. 2.
 EU0961'
 EU0961'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 EU0961'THEY ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 EU0961'
 EU0961'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/2 MILE ESE ON SHARP ROCKY
 EU0961'PEAK.
 EU0961'
 EU0961'TO REACH FROM PARKER DRIVE E ON THE SWANSON ROAD 4.5 MILES, HERE
 EU0961'TURN RIGHT OFF THE ROAD AND DRIVE 0.8 MILE TOWARD THE NW SLOPE
 EU0961'OF THE MOUNTAIN TO THE END OF TRUCK TRAVEL.  CLIMB THE N SLOPE
 EU0961'TO THE BREAK IN THE BLUFFS NEAR THE TOP, THENCE E ALONG THE TOP
 EU0961'TO THE HIGHEST POINT AND THE STATION.
 EU0961'
 EU0961'THERE WERE NO INDICATIONS THAT EITHER THE STATION OR THE
 EU0961'REFERENCE MARKS HAVE MOVED, BUT BOTH DISTANCES AND DIRECTIONS
 EU0961'FAIL TO CHECK ACCURATELY.
 EU0961'
 EU0961'THIS STATION WAS ESTABLISHED BY M.W.D. OF S.C. IN 1931.
 EU0961'
 EU0961'(ABOVE MARKS ESTABLISHED BY THIS BUREAU).
 EU0961
 EU0961                          STATION RECOVERY (1948)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0961'THIS STATION WAS OBSERVED ON BUT NOT OCCUPIED, THEREFORE THE
 EU0961'DATA LISTED ABOVE WAS TAKEN FROM THE 1935 OBSERVATIONS AND IS
 EU0961'ASSUMED TO BE CORRECT.  THE STATION AND REFERENCE MARKS WERE
 EU0961'FOUND AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EU0961'SEARCHED FOR.
 EU0961'
 EU0961'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE EAST-SOUTHEAST OF
 EU0961'PARKER, ON THE POINT OF BLACK PEAK.  THIS PEAK IS VERY PROMINENT
 EU0961'AND IS THE HIGHEST IN THE VICINITY.  THE STATION IS MARKED BY
 EU0961'A STANDARD DISK OF THE METROPOLITAN WATER DISTRICT, WEDGED IN A
 EU0961'DRILL HOLE IN A BOULDER, AND IS NOT THE SAME AS THE U.S.
 EU0961'GEOLOGICAL SURVEY STATION BLACK WHICH IS LOCATED 15 FEET EAST.
 EU0961'
 EU0961'TWO REFERENCE MARKS AND AN AZIMUTH MARK ARE BRONZE DISKS WEDGED
 EU0961'IN DRILL HOLES IN BOULDERS.  THE AZIMUTH MARK IS LOCATED
 EU0961'APPROXIMATELY 0.5 MILE AIRLINE EAST-SOUTHEAST OF THE STATION
 EU0961'ON A SHARP, ROCKY, PEAK.
 EU0961'
 EU0961'TO REACH FROM PARKER.  GO SOUTHEAST ALONG STATE HIGHWAY 72 FOR
 EU0961'0.4 MILE TO A ROAD LEFT.  TURN LEFT (LEAVING HIGHWAY) AND FOLLOW
 EU0961'MAIN TRAVELED ROAD TOWARD SWANSEA FOR 3.5 MILES TO A TRACK ROAD
 EU0961'RIGHT.  TURN RIGHT (SOUTH) AND FOLLOW TRACK ROAD FOR 0.9 MILE
 EU0961'TOWARD BLACK PEAK.  AT THIS POINT TURN LEFT (LEAVING TRACK ROAD)
 EU0961'AND DRIVE ACROSS COUNTRY MORE DIRECTLY TOWARD THE PEAK FOR 0.1
 EU0961'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK UP THE
 EU0961'MOUNTAIN TOWARD A BREAK IN THE BLUFF, NEAR THE SUMMIT AT THE
 EU0961'HEAD OF A STEEP DRAIN DOWN THE MOUNTAIN SLOPE, THENCE EAST
 EU0961'ALONG THE TOP TO THE HIGHEST POINT AND STATION.
 EU0961'
 EU0961'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 EU0961
 EU0961                          STATION RECOVERY (1948)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0961'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 EU0961'DESCRIBED WITH THE EXCEPTION OF SMALL DISCREPANCIES IN DISTANCE
 EU0961'AND DIRECTION TO REFERENCE MARKS.
 EU0961'
 EU0961'THE STATION IS LOCATED ABOUT 5 MILES AIR LINE EAST-SOUTHEAST
 EU0961'OF PARKER ON THE HIGHEST POINT OF BLACK PEAK.  THIS PEAK IS
 EU0961'VERY PROMINENT AND THE HIGHEST IN THE VICINITY.  THE STATION MARK
 EU0961'IS A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA DISK SET
 EU0961'IN A BOULDER THAT PROJECTS 6 INCHES AND IS SET 8 PACES SOUTH OF
 EU0961'A 150-FOOT CLIFF.  IT IS STAMPED, BLACK PEAK 1931.
 EU0961'
 EU0961'REFERENCE MARK NO. 1 (USC AND GS)
 EU0961'PROJECTS 4 INCHES AND IS 2 FEET LOWER THAN THE STATION MARK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 1 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 2 (USC AND GS)
 EU0961'PROJECTS 18 INCHES AND IS 1 FOOT LOWER THAN THE STATION MARK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 2 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 3, WHICH IS THE AZIMUTH MARK,
 EU0961'SET FLUSH ON THE HIGHEST POINT OF A SHARP ROCKY PEAK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 3 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 1 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER THAT PROJECTS 1 FOOT AND IS THE SAME ELEVATION AS THE
 EU0961'STATION MARK.  IT IS UNSTAMPED.
 EU0961'
 EU0961'REFERENCE MARK NO. 2 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER, IS FLUSH AND 18 INCHES LOWER THAN THE STATION MARK.
 EU0961'IT IS UNSTAMPED.
 EU0961'
 EU0961'A U.S. GEOLOGICAL SURVEY BENCH MARK IS SET IN A BOULDER ABOUT
 EU0961'18 INCHES HIGHER THAN THE STATION MARK.  IT PROJECT 1 FOOT AND IS
 EU0961'UNSTAMPED.
 EU0961'
 EU0961'TO REACH THE STATION FROM PARKER.  GO SOUTHEAST ON STATE HIGHWAY
 EU0961'72, 0.4 MILE TO A ROAD LEFT.  TURN LEFT, GO 3.4 MILE TO A ROAD
 EU0961'RIGHT.  TURN RIGHT, SOUTH, GO 0.9 MILE THEN TURN LEFT OFF ROAD
 EU0961'AND GO CROSS-COUNTRY 0.2 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 EU0961'WALK UP ROCKY RIDGE TO BREAK IN CLIFF, THEN LEFT, EAST, TO
 EU0961'HIGHEST POINT OF PEAK AND STATION.  A 1 HOUR PACK.
 EU0961
 EU0961                          STATION RECOVERY (1961)
 EU0961
 EU0961'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0961'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EU0961
 EU0961                          STATION RECOVERY (1971)
 EU0961
 EU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 EU0961'THE STATION MARK, ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EU0961'RECOVERED AS PREVIOUSLY DESCRIBED IN 1948 IN GOOD CONDITION.
 EU0961'THE DISTANCE AND DIRECTION TO ALL MARKS OF THIS ORGANIZATION
 EU0961'COMPARE FAVORABLY TO THE 1935 DATA.  A DIFFERENCE IN THE DISTANCE
 EU0961'AND DIRECTION THE U.S. GEOLOGICAL SURVEY BENCH MARK WAS NOTED
 EU0961'AND VERIFIED.  THE DISTANCE AND DIRECTION TO THE MARKS OF THE
 EU0961'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA COMPARE
 EU0961'FAVORABLY TO THE 1948 DATA.
 EU0961'
 EU0961'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EU0961'
 EU0961'THE STATION IS LOCATED 5 MILES EAST-SOUTHEAST OF PARKER, ON THE
 EU0961'HIGHEST POINT OF A VERY PROMINENT PEAK KNOWN AS BLACK PEAK AND
 EU0961'BETWEEN TWO CONCRETE BLOCK BUILDINGS.
 EU0961'
 EU0961'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 EU0961'AND 18TH STREET IN PARKER GO EAST ON 18TH STREET (PAVED FOR ABOUT
 EU0961'1 MILE THENCE GRAVELED ROAD) FOR 3.5 MILES TO A SIDE ROAD RIGHT.
 EU0961'TURN RIGHT AND GO SOUTHERLY FOR 2 MILES TO A FORK AT THE
 EU0961'SOUTHWEST BASE OF BLACK PEAK.  BEAR LEFT AND GO UPHILL FOR 1.25
 EU0961'MILES ON VERY STEEP GRAVEL ROAD TO THE SUMMIT OF PEAK AND THE
 EU0961'STATION.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST
 EU0961'1.25 MILES.) TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 EU0961'SOUTHEAST ALONG CREST OF VERY ROCKY RIDGE TO THE SOUTHEAST END
 EU0961'AND THE AZIMUTH MARK.  (THIS IS A 40 MINUTE PACK.)
 EU0961'
 EU0961'THE STATION MARK IS A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0961'CALIFORNIA DISK STAMPED, BLACK PEAK 1931, CEMENTED IN A DRILL
 EU0961'HOLE IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS 56.7 FEET EAST
 EU0961'OF THE NORTHEAST CORNER OF CONCRETE BLOCK BUILDING, 38.4 FEET
 EU0961'WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 18
 EU0961'FEET SOUTH OF THE EDGE OF A HIGH CLIFF.
 EU0961'
 EU0961'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK PEAK NO 1 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.
 EU0961'
 EU0961'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK PEAK NO 2 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 15 INCHES.
 EU0961'
 EU0961'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLACK PEAK NO 3 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH.
 EU0961'
 EU0961'REFERENCE MARK 1 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN A
 EU0961'BOULDER WHICH PROJECTS 8 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'REFERENCE MARK 2 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER WHICH PROJECTS 2 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK IS CEMENTED IN A DRILL
 EU0961'HOLE IN A BOULDER WHICH PROJECTS 15 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EU0961'EAST-SOUTHEAST OF PARKER.
 EU0961
 EU0961                          STATION RECOVERY (1972)
 EU0961
 EU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 EU0961'THE STATION MARK, ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EU0961'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 EU0961'TO ALL MARKS COMPARED FAVORABLY WITH THE 1971 DATA.  THE 1971
 EU0961'RECOVERY NOTE IS COMPLETE AND ADEQUATE.
 EU0961'
 EU0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EU0961'EAST-SOUTHEAST OF PARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0501 ***********************************************************************
 GO0501  DESIGNATION -  BLACK PINNACLE LOOKOUT HOUSE
 GO0501  PID         -  GO0501
 GO0501  STATE/COUNTY-  AZ/APACHE
 GO0501  USGS QUAD   -  TSAILE (1982)
 GO0501
 GO0501                         *CURRENT SURVEY CONTROL
 GO0501  ___________________________________________________________________
 GO0501* NAD 83(1992)-  36 15 09.15473(N)    109 09 25.58881(W)     ADJUSTED  
 GO0501* NAVD 88     -      2420.6    (meters)    7942.     (feet)  VERTCON   
 GO0501  ___________________________________________________________________
 GO0501  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GO0501  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 GO0501
 GO0501  HORZ ORDER  -  THIRD
 GO0501
 GO0501.The horizontal coordinates were established by classical geodetic methods
 GO0501.and adjusted by the National Geodetic Survey in August 1993..
 GO0501
 GO0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0501
 GO0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0501
 GO0501.The geoid height was determined by GEOID03.
 GO0501
 GO0501;                    North         East     Units Scale Factor Converg.
 GO0501;SPC AZ E     -   583,005.292   304,086.779   MT  1.00000139   +0 35 49.3
 GO0501;SPC AZ E     - 1,912,747.02    997,660.04   iFT  1.00000139   +0 35 49.3
 GO0501;UTM  12      - 4,013,534.696   665,572.953   MT  0.99993778   +1 05 24.1
 GO0501
 GO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0501!SPC AZ E     -   0.99962328  x   1.00000139  =   0.99962467
 GO0501!UTM  12      -   0.99962328  x   0.99993778  =   0.99956109
 GO0501
 GO0501:                Primary Azimuth Mark                     Grid Az
 GO0501:SPC AZ E     -  RIM RESET                                281 13 12.7
 GO0501:UTM  12      -  RIM RESET                                280 43 37.9
 GO0501
 GO0501|---------------------------------------------------------------------|
 GO0501| PID    Reference Object                     Distance      Geod. Az  |
 GO0501|                                                           dddmmss.s |
 GO0501| GO0269 RIM RESET                           APPROX.14.8 KM 2814902.0 |
 GO0501|---------------------------------------------------------------------|
 GO0501
 GO0501                          SUPERSEDED SURVEY CONTROL
 GO0501
 GO0501  NAD 83(1986)-  36 15 09.15569(N)    109 09 25.58323(W) AD(       ) 4
 GO0501  NAD 27      -  36 15 09.15000(N)    109 09 23.22000(W) AD(       ) 3
 GO0501  NGVD 29 (08/22/88) 2419.5    (m)         7938.     (f) VERT ANG       
 GO0501
 GO0501.Superseded values are not recommended for survey control.
 GO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0501.See file dsdata.txt to determine how the superseded data were derived.
 GO0501
 GO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6557313535(NAD 83)
 GO0501_MARKER: 73 = LOOKOUT HOUSE
 GO0501
 GO0501  HISTORY     - Date     Condition        Report By
 GO0501  HISTORY     - 1937     FIRST OBSERVED   USGS
 GO0501  HISTORY     - 1951     GOOD             CGS
 GO0501  HISTORY     - 1955     GOOD             USGS
 GO0501  HISTORY     - 1968     GOOD             CGS
 GO0501
 GO0501                          STATION DESCRIPTION
 GO0501
 GO0501'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 GO0501'LOCATED 32.0 MI NE. OF CHINLE, ABOUT 18 MI SE. OF LUKACHUKAI, 5
 GO0501'MI E. OF CHINLE-WHEATFIELD RD. CROSSING TSAILE CREEK.  AT SHEEP
 GO0501'DIP CORRAL, ON HIGH PROMINENT ISOLATED ROCKY BUTTE KNOWN LOCALLY
 GO0501'AS BLACK PINNACLE.
 GO0501'
 GO0501'TO REACH FROM CHINLE, DRIVE 32 MI NE. ON CHINLE-WHEATFIELD RD. TO
 GO0501'BUTTE.
 GO0501'
 GO0501'STATION MARK--CENTER OF FS LO CABIN.
 GO0501'
 GO0501'RM 1--STANDARD RM TABLET STAMPED---BLACK PINNACLE LO 1937---,
 GO0501'CEMENTED IN SOLID ROCK.
 GO0501'
 GO0501'RM 2--EYEBOLT EMBEDDED IN SOLID ROCK AT SOUTHWEST CORNER OF
 GO0501'CABIN.
 GO0501
 GO0501                          STATION RECOVERY (1951)
 GO0501
 GO0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0501'THE STATION IS LOCATED ON THE SUMMIT OF BLACK PINNACLE
 GO0501'MOUNTAIN, ABOUT 33 MILES AIRLINE NORTH OF FT. DEFIANCE, AND
 GO0501'ABOUT 44 MILES AIRLINE SOUTH-SOUTHWEST OF SHIPROCK.
 GO0501'IT IS A STANDARD TYPE OF LOOKOUT HOUSE THAT SITS ON THE
 GO0501'GROUND AND PROJECTS ABOUT 14 FEET.  THE OBJECT THAT WAS
 GO0501'INTERSECTED IS THE TOP CENTER OF THE ROOF.
 GO0501
 GO0501                          STATION RECOVERY (1955)
 GO0501
 GO0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0501'RECOVERED AS DESCRIBED BY USGS IN 1937.  ALL MARKS IN GOOD
 GO0501'CONDITION.  INTERSECTED BY NGS IN 1951.
 GO0501
 GO0501                          STATION RECOVERY (1968)
 GO0501
 GO0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (VHB)
 GO0501'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GO0501'FOUND IN GOOD CONDITION.
 GO0501'
 GO0501'THE APEX OF THE LOOKOUT HOUSE IS THE STATION POINT.
 GO0501'
 GO0501'A DESCRIPTION TO REACH THE STATION FOLLOWS.
 GO0501'
 GO0501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 GO0501'AND 12 IN FT. DEFIANCE, GO NORTH ON STATE HIGHWAY 12 FOR
 GO0501'35.1 MILES TO THE DAM AT WHEATFIELD LAKE.  CONTINUE NORTHWESTERLY
 GO0501'FOR 4.8 MILES TO A SIDE ROAD, RIGHT AND A SIGN BLACK PINNACLE
 GO0501'LOOKOUT.  TURN RIGHT OFF THE HIGHWAY AND GO NORTH AND WEST
 GO0501'ON A DIRT ROAD FOR 1.2 MILES TO THE END OF THE ROAD AND THE
 GO0501'STATION.
 GO0501'
 GO0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 33
 GO0501'MILES NORTH OF FT. DEFIANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0571 ***********************************************************************
 FQ0571  DESIGNATION -  BLACK POINT
 FQ0571  PID         -  FQ0571
 FQ0571  STATE/COUNTY-  AZ/COCONINO
 FQ0571  USGS QUAD   -  WUPATKI NE (1980)
 FQ0571
 FQ0571                         *CURRENT SURVEY CONTROL
 FQ0571  ___________________________________________________________________
 FQ0571* NAD 83(1992)-  35 41 54.40327(N)    111 21 01.39701(W)     ADJUSTED  
 FQ0571* NAVD 88     -      1498.7    (meters)    4917.     (feet)  VERTCON   
 FQ0571  ___________________________________________________________________
 FQ0571  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FQ0571  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0571
 FQ0571  HORZ ORDER  -  FIRST
 FQ0571
 FQ0571.The horizontal coordinates were established by classical geodetic methods
 FQ0571.and adjusted by the National Geodetic Survey in August 1993..
 FQ0571
 FQ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0571
 FQ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0571
 FQ0571.The geoid height was determined by GEOID03.
 FQ0571
 FQ0571;                    North         East     Units Scale Factor Converg.
 FQ0571;SPC AZ C     -   521,204.652   264,606.583   MT  0.99993235   +0 19 49.6
 FQ0571;SPC AZ C     - 1,709,989.02    868,131.83   iFT  0.99993235   +0 19 49.6
 FQ0571;UTM  12      - 3,950,559.036   468,300.506   MT  0.99961238   -0 12 16.1
 FQ0571
 FQ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0571!SPC AZ C     -   0.99976858  x   0.99993235  =   0.99970095
 FQ0571!UTM  12      -   0.99976858  x   0.99961238  =   0.99938105
 FQ0571
 FQ0571|---------------------------------------------------------------------|
 FQ0571| PID    Reference Object                     Distance      Geod. Az  |
 FQ0571|                                                           dddmmss.s |
 FQ0571| CH2745 BLACK POINT RM 1                     34.314 METERS 02812     |
 FQ0571| CH2746 BLACK POINT RM 2                     20.998 METERS 13838     |
 FQ0571| CH2744 BLACK POINT AZ MK                                  3240942.5 |
 FQ0571|---------------------------------------------------------------------|
 FQ0571
 FQ0571                          SUPERSEDED SURVEY CONTROL
 FQ0571
 FQ0571  NAD 83(1986)-  35 41 54.40167(N)    111 21 01.38900(W) AD(       ) 1
 FQ0571  NAD 27      -  35 41 54.40468(N)    111 20 58.86492(W) AD(       ) 1
 FQ0571  NGVD 29 (07/19/86) 1497.9    (m)         4914.     (f) VERT ANG       
 FQ0571
 FQ0571.Superseded values are not recommended for survey control.
 FQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0571.See file dsdata.txt to determine how the superseded data were derived.
 FQ0571
 FQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6830150559(NAD 83)
 FQ0571_MARKER: DS = TRIANGULATION STATION DISK
 FQ0571_SETTING: 80 = SET IN A BOULDER
 FQ0571_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0571
 FQ0571  HISTORY     - Date     Condition        Report By
 FQ0571  HISTORY     - 1936     MONUMENTED       CGS
 FQ0571  HISTORY     - 1955     GOOD             CGS
 FQ0571  HISTORY     - 1955     GOOD             USGS
 FQ0571  HISTORY     - 1968     GOOD             AMS
 FQ0571  HISTORY     - 1969     GOOD             USGS
 FQ0571  HISTORY     - 1977     GOOD             NGS
 FQ0571
 FQ0571                          STATION DESCRIPTION
 FQ0571
 FQ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0571'STATION IS LOCATED AT THE NORTHEAST END OF AN EXTENSIVE MALAPAI
 FQ0571'MESA, LOCALLY KNOWN AS BLACK MESA, 12 MILES SOUTH-SOUTHEAST
 FQ0571'OF CAMERON, ABOUT 2 MILES WEST OF THE LITTLE COLORADO RIVER.
 FQ0571'THE MESA IS TREELESS EXCEPT FOR A LONE JUNIPER TREE 0.9 MILE
 FQ0571'WEST OF THE STATION.
 FQ0571'
 FQ0571'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, ABOUT 5
 FQ0571'MILES EAST OF FLAGSTAFF, TAKE HIGHWAY 89 NORTH FOR 29.5 MILES,
 FQ0571'TURN RIGHT (EASTERLY) AT ENTRANCE TO THE SPIDER WEB RANCH AND
 FQ0571'GO 1.2 MILES TO THE RANCH BUILDINGS, PASS THROUGH FOUR GATES
 FQ0571'AND LEAVE THE CORRALS BY A WOODEN GATE 150 YARDS SOUTHEAST OF
 FQ0571'HOUSE, BEAR LEFT ON TRACK ROAD GOING EASTERLY DOWN THE VALLEY,
 FQ0571'AT 0.8 MILE FROM GATE PASS AROUND LEFT END OF RED LEDGE AND GO
 FQ0571'0.3 MILE TO TOP OF MESA, FOLLOW TRACK ROAD WHICH BEARS A
 FQ0571'LITTLE TO LEFT OF EASTERLY FOR 1.3 MILES TO CROSS ROAD, TURN
 FQ0571'NORTH FOR 1.1 MILES TO GATE IN LONG EAST-WEST FENCE, TURN
 FQ0571'RIGHT AND FOLLOW ALONG SOUTH SIDE OF FENCE LINE FOR 1.2 MILES
 FQ0571'TO EDGE OF MESA, TURN SOUTH AND CIRCLE AROUND THE EDGE OF
 FQ0571'MESA FOR ABOUT 3.5 MILES TO THE NORTHEAST FENCE CORNER, GO
 FQ0571'SOUTH ALONG FENCE FOR 0.5 MILE TO WOODEN GATE.  FROM HERE
 FQ0571'FOLLOW TRACKS EASTERLY AND NORTHERLY FOR 4.5 MILES TO THE
 FQ0571'LONE JUNIPER TREE (MENTIONED ABOVE AND WHICH CAN BE SEEN
 FQ0571'AT A NUMBER OF POINTS) BEARING 3 BLAZES, TURN RIGHT AND
 FQ0571'FOLLOW TRACKS EASTERLY FOR 0.6 MILE TO THE AZIMUTH MARK,
 FQ0571'FOLLOW TRACKS SOUTHEASTERLY FOR 0.3 MILE MORE TO STATION.
 FQ0571'
 FQ0571'STATION MARK CEMENTED IN AN IGNEOUS BOULDER, PROJECTING ABOUT
 FQ0571'4 INCHES, 115 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 FQ0571'MESA DROPS OFF INTO THE RIVER VALLEY ABOUT 150 YARDS EAST OF
 FQ0571'THE STATION.  STATION IS 0.9 MILE EAST OF THE LONE JUNIPER TREE.
 FQ0571'
 FQ0571'REFERENCE MARK NO. 1 IS NORTH OF THE STATION ON THE NORTH EDGE
 FQ0571'OF THE MESA.  A STANDARD DISK CEMENTED IN A LARGE BOULDER.
 FQ0571'IT IS 150.75 FEET NORTHWEST OF REFERENCE MARK NO. 2.
 FQ0571'
 FQ0571'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 FQ0571'ABOUT 6 INCHES.
 FQ0571'
 FQ0571'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 6 PACES
 FQ0571'NORTH OF THE CENTER OF TRACKS LEADING TO STATION, 1 YARD
 FQ0571'SOUTHWEST OF A PILE OF BOULDERS, AND 0.6 MILE EAST OF THE LONE
 FQ0571'JUNIPER TREE.  MARK PROJECTS ABOUT 6 INCHES.
 FQ0571'
 FQ0571'ALL STATIONS VISIBLE FROM A 4-FOOT STAND.
 FQ0571'
 FQ0571'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FQ0571
 FQ0571                          STATION RECOVERY (1955)
 FQ0571
 FQ0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0571'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FQ0571'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 FQ0571'
 FQ0571'LOCATION IS AT THE NE END OF AN EXTENSIVE MALPAIS MESA LOCALLY
 FQ0571'KNOWN AS BLACK MESA, 12 MI. S-SE OF CAMERON, AND ABOUT 2 MI. W
 FQ0571'OF LITTLE COLORADO RIVER.  THE SITE IS ABOUT 0.9 MI. E OF A LONE
 FQ0571'PINE TREE WHICH IS THE ONLY TREE IN THE VICINITY, AND 115 FT.
 FQ0571'S OF THE RIMROCK.  THE STATION MARK IS A STANDARD DISK, STAMPED
 FQ0571'BLACK POINT 1936 AND SET IN AN IGNEOUS BOULDER PROJECTING 4
 FQ0571'IN.
 FQ0571'
 FQ0571'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK POINT 1936
 FQ0571'NO 1, 111.6 FT. N OF THE STATION, AND SET IN A LARGE BOULDER
 FQ0571'PROJECTING 5 IN.
 FQ0571'
 FQ0571'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK POINT 1936
 FQ0571'NO 2, 68.9 FT. SE OF THE STATION, AND SET IN A ROCK PROJECTING
 FQ0571'ABOUT 6 IN.
 FQ0571'
 FQ0571'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK POINT AZIMUTH
 FQ0571'1936, ABOUT 0.3 MI. NW OF THE STATION, 1 YD. SW OF A PILE OF
 FQ0571'BOULDERS, AND 0.6 MI. E OF A LONE PINE TRETHE MARK IS SET
 FQ0571'IN A ROCK WHICH PROJECTS ABOUT 6 IN.
 FQ0571'
 FQ0571'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FQ0571'RAILWAY DEPOT IN FLAGSTAFF, GO E ON U.S. HIGHWAY 66 FOR 3.7
 FQ0571'MI. TO THE JUNCTION WITH U.S. HIGHWAY 89.  TURN LEFT AND PROCEED
 FQ0571'N ON U.S. HIGHWAY 89 FOR 32.4 MI. TO A GATE ON THE E SIDE OF
 FQ0571'THE HIGHWAY (THE ENTRANCE TO BABBITTS SPIDER WEB RANCH).  TURN
 FQ0571'RIGHT (E) THROUGH THE GATE AND GO 1.1 MI. TO THE RANCH
 FQ0571'BUILDINGS.  CONTINUE E PAST THE CORRALS FOLLOWING A GRADED ROAD
 FQ0571'AND PASSING THROUGH A FENCE LINE (2.5 MI. FROM THE RANCH
 FQ0571'BUILDINGS FOR 8.0 MI. TO A BLADED ROAD RUNNING N AND S
 FQ0571'ALONG THE SECTION LINE.  TURN LEFT (N) AND FOLLOW THE BLADED
 FQ0571'ROAD FOR 2.2 MI. TO THE RIMROCK AT THE N END OF BLACK
 FQ0571'MESA.  TURN RIGHT LEAVING THE ROAD AND PROCEED SW ALONG
 FQ0571'THE RIM OF THE MESA FOR 0.8 MI. TO THE STATION SITE.
 FQ0571'PASSING THE AZIMUTH MARK ABOUT 0.5 MI. SE OF THE N END OF
 FQ0571'THE ROAD.
 FQ0571
 FQ0571                          STATION RECOVERY (1955)
 FQ0571
 FQ0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0571'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 FQ0571
 FQ0571                          STATION RECOVERY (1968)
 FQ0571
 FQ0571'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 FQ0571'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH
 FQ0571'MARK WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 FQ0571'
 FQ0571'NOTE--REFERENCE MARK NO 2 AND THE AZIMUTH MARK ARE SET IN TOP
 FQ0571'OF SQUARE CONCRETE POSTS INSTEAD OF BOULDERS AS MENTIONED IN
 FQ0571'DESCRIPTION.
 FQ0571
 FQ0571                          STATION RECOVERY (1969)
 FQ0571
 FQ0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0571'RECOVERED AS DESCRIBED BY CGS.  NEW TO REACH FOLLOWS.
 FQ0571'
 FQ0571'TO REACH FROM GRAY MOUNTAIN, DRIVE 6.5 MI S. ON U.S. HWY. 89 TO
 FQ0571'X-RDS.  TURN LEFT ON DIRT RD. 1.1 MI TOWARD SPIDER WEB RANCH TO
 FQ0571'MAIN RANCH COMPLEX.  KEEP N. OF RANCH HOUSE PASSING THROUGH TWO
 FQ0571'GATES FOLLOWING DIRT RD. 2.0 MI E. TO Y-RD. FORK.  TAKE LEFT FORK
 FQ0571'0.6 MI TO FENCE AND WIRE GATE.  PASS THROUGH WIRE GATE E. ON
 FQ0571'MAIN-TRAVELED RD. 4.8 MI TO Y-RD. FORK.  TAKE LEFT FORK 0.8 MI TO
 FQ0571'RD. AND TRAIL FORK (1/4 CORNER 31/32 IS ON RIGHT).  TURN LEFT (N.)
 FQ0571'ON BULLDOZED TRAIL FOLLOWING SECTION LINE 1.5 MI TO SECTION
 FQ0571'CORNER 19/27N/10E.  TURN E. CROSS-COUNTRY 0.5 MI TO EDGE OF BLUFF
 FQ0571'AND STATION.
 FQ0571
 FQ0571                          STATION RECOVERY (1977)
 FQ0571
 FQ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0571'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AND
 FQ0571'FOUND IN GOOD CONDITION AS DESCRIBED.  NO ANGLES TURNED AT THIS TIME
 FQ0571'
 FQ0571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0571'
 FQ0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0571'12 MILES SSE OF CAMERON, ARIZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1240 ***********************************************************************
 DB1240  DESIGNATION -  BLACK POINT CARIN
 DB1240  PID         -  DB1240
 DB1240  STATE/COUNTY-  AZ/YUMA
 DB1240  USGS QUAD   -  RED BLUFF MOUNTAIN NW (1986)
 DB1240
 DB1240                         *CURRENT SURVEY CONTROL
 DB1240  ___________________________________________________________________
 DB1240* NAD 83(1992)-  32 54 32.77782(N)    114 07 57.30016(W)     ADJUSTED  
 DB1240* NAVD 88     -                                                        
 DB1240  ___________________________________________________________________
 DB1240  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DB1240  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DB1240
 DB1240  HORZ ORDER  -  THIRD
 DB1240
 DB1240.The horizontal coordinates were established by classical geodetic methods
 DB1240.and adjusted by the National Geodetic Survey in August 1993..
 DB1240
 DB1240
 DB1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1240
 DB1240.The geoid height was determined by GEOID03.
 DB1240
 DB1240;                    North         East     Units Scale Factor Converg.
 DB1240;SPC AZ W     -   211,743.931   177,572.014   MT  0.99994912   -0 12 28.3
 DB1240;SPC AZ W     -   694,697.94    582,585.35   iFT  0.99994912   -0 12 28.3
 DB1240;UTM  11      - 3,644,858.221   768,182.642   MT  1.00048691   +1 33 31.8
 DB1240
 DB1240                          SUPERSEDED SURVEY CONTROL
 DB1240
 DB1240  NAD 83(1986)-  32 54 32.77561(N)    114 07 57.30516(W) AD(       ) 4
 DB1240  NAD 27      -  32 54 32.62300(N)    114 07 54.53000(W) AD(       ) 3
 DB1240
 DB1240.Superseded values are not recommended for survey control.
 DB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1240.See file dsdata.txt to determine how the superseded data were derived.
 DB1240
 DB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6818344858(NAD 83)
 DB1240_MARKER: 72 = CAIRN
 DB1240
 DB1240  HISTORY     - Date     Condition        Report By
 DB1240  HISTORY     - 1934     FIRST OBSERVED   USGS
 DB1240  HISTORY     - 1949     GOOD             CGS
 DB1240
 DB1240                          STATION DESCRIPTION
 DB1240
 DB1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1240'STATION WAS NOT PREVIOUSLY DESCRIBED.  STATION IS THE TOP AND
 DB1240'CENTER OF THE LARGE CAIRN LOCATED ON A LONG, BLACK, ISOLATED
 DB1240'BUTTE WHICH IS ABOUT 16 MILES NORTHWEST OF ROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0619 ***********************************************************************
 DV0619  DESIGNATION -  BLACK RM 1
 DV0619  PID         -  DV0619
 DV0619  STATE/COUNTY-  AZ/MARICOPA
 DV0619  USGS QUAD   -  PHOENIX (1982)
 DV0619
 DV0619                         *CURRENT SURVEY CONTROL
 DV0619  ___________________________________________________________________
 DV0619* NAD 83(1986)-  33 27 32.     (N)    112 06 28.     (W)     SCALED    
 DV0619* NAVD 88     -       328.610  (meters)    1078.11   (feet)  ADJUSTED  
 DV0619  ___________________________________________________________________
 DV0619  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0619  DYNAMIC HT  -         328.229 (meters)    1076.86  (feet)  COMP
 DV0619  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0619
 DV0619  VERT ORDER  -  SECOND    CLASS 0
 DV0619
 DV0619.The horizontal coordinates were scaled from a topographic map and have
 DV0619.an estimated accuracy of +/- 6 seconds.
 DV0619
 DV0619.The orthometric height was determined by differential leveling
 DV0619.and adjusted by the National Geodetic Survey in November 1993..
 DV0619
 DV0619.The geoid height was determined by GEOID03.
 DV0619
 DV0619.The dynamic height is computed by dividing the NAVD 88
 DV0619.geopotential number by the normal gravity value computed on the
 DV0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0619.degrees latitude (g = 980.6199 gals.).
 DV0619
 DV0619.The modeled gravity was interpolated from observed gravity values.
 DV0619
 DV0619;                    North         East    Units  Estimated Accuracy
 DV0619;SPC AZ C     -   272,660.      195,600.      MT  (+/- 180 meters Scaled)
 DV0619
 DV0619                          SUPERSEDED SURVEY CONTROL
 DV0619
 DV0619  NGVD 29 (??/??/92)  327.936  (m)         1075.90   (f) ADJ UNCH    2 0
 DV0619
 DV0619.Superseded values are not recommended for survey control.
 DV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0619.See file dsdata.txt to determine how the superseded data were derived.
 DV0619
 DV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970027(NAD 83)
 DV0619_MARKER: DR = REFERENCE MARK DISK
 DV0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0619_SP_SET: CURB
 DV0619_STAMPING: BLACK NO 1 1963
 DV0619_MARK LOGO: CGS   
 DV0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0619
 DV0619  HISTORY     - Date     Condition        Report By
 DV0619  HISTORY     - 1963     MONUMENTED       CGS
 DV0619  HISTORY     - 1979     GOOD             AZDT
 DV0619
 DV0619                          STATION DESCRIPTION
 DV0619
 DV0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0619'IN PHOENIX.
 DV0619'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0619'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0619'OVER THE BLACK CANYON FREEWAY, 64.8 FEET NORTHEAST OF TRAVERSE STATION
 DV0619'BLACK, 13 FEET WEST OF THE CENTER OF THE SERVICE ROAD, 33.5 FEET EAST
 DV0619'OF THE FENCE, 69.8 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 DV0619'TOP OF THE CONCRETE CURB AT THE WEST EDGE OF THE SERVICE ROAD.
 DV0619
 DV0619                          STATION RECOVERY (1979)
 DV0619
 DV0619'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0745 ***********************************************************************
 CY0745  DESIGNATION -  BLACK RM 1
 CY0745  PID         -  CY0745
 CY0745  STATE/COUNTY-  AZ/GRAHAM
 CY0745  USGS QUAD   -  EDEN (1985)
 CY0745
 CY0745                         *CURRENT SURVEY CONTROL
 CY0745  ___________________________________________________________________
 CY0745* NAD 83(1992)-  32 59 43.94919(N)    109 56 48.14849(W)     ADJUSTED  
 CY0745* NAVD 88     -       862.821  (meters)    2830.77   (feet)  ADJUSTED  
 CY0745  ___________________________________________________________________
 CY0745  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CY0745  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0745  DYNAMIC HT  -         861.633 (meters)    2826.87  (feet)  COMP
 CY0745  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0745
 CY0745  HORZ ORDER  -  SECOND
 CY0745  VERT ORDER  -  FIRST     CLASS II
 CY0745
 CY0745.The horizontal coordinates were established by classical geodetic methods
 CY0745.and adjusted by the National Geodetic Survey in August 1993..
 CY0745
 CY0745.The orthometric height was determined by differential leveling
 CY0745.and adjusted by the National Geodetic Survey in June 1991..
 CY0745
 CY0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0745
 CY0745.The geoid height was determined by GEOID03.
 CY0745
 CY0745.The dynamic height is computed by dividing the NAVD 88
 CY0745.geopotential number by the normal gravity value computed on the
 CY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0745.degrees latitude (g = 980.6199 gals.).
 CY0745
 CY0745.The modeled gravity was interpolated from observed gravity values.
 CY0745
 CY0745;                    North         East     Units Scale Factor Converg.
 CY0745;SPC AZ E     -   221,278.604   233,914.851   MT  0.99990521   +0 07 11.2
 CY0745;SPC AZ E     -   725,979.67    767,437.18   iFT  0.99990521   +0 07 11.2
 CY0745;UTM  12      - 3,651,285.256   598,401.380   MT  0.99971939   +0 34 25.1
 CY0745
 CY0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0745!SPC AZ E     -   0.99986881  x   0.99990521  =   0.99977403
 CY0745!UTM  12      -   0.99986881  x   0.99971939  =   0.99958824
 CY0745
 CY0745                          SUPERSEDED SURVEY CONTROL
 CY0745
 CY0745  NAD 83(1986)-  32 59 43.94499(N)    109 56 48.14944(W) AD(       ) 2
 CY0745  NGVD 29 (06/21/91)  862.13   (m)         2828.5    (f) LEVELING    3  
 CY0745
 CY0745.Superseded values are not recommended for survey control.
 CY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0745.See file dsdata.txt to determine how the superseded data were derived.
 CY0745
 CY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9840151285(NAD 83)
 CY0745_MARKER: DR = REFERENCE MARK DISK
 CY0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0745_SP_SET: CONCRETE POST
 CY0745_STAMPING: BLACK NO 1 1945
 CY0745_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0745+STABILITY: SURFACE MOTION
 CY0745
 CY0745  HISTORY     - Date     Condition        Report By
 CY0745  HISTORY     - 1945     MONUMENTED       CGS
 CY0745  HISTORY     - 1979     GOOD             NGS
 CY0745
 CY0745                          STATION DESCRIPTION
 CY0745
 CY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0745'4.3 MI SE FROM FT THOMAS.
 CY0745'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0745'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF
 CY0745'A MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0745'CEMETERY AND PAST A MICROWAVE TOWER, 48 FEET EAST OF BLACK RM 2 AND
 CY0745'33 FEET SOUTHEAST OF TRIANGULATION STATION BLACK.
 CY0745'THE MARK IS 36 FT  SE FROM A WITNESS POST.
 CY0745'THE MARK IS 100 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0620 ***********************************************************************
 DV0620  DESIGNATION -  BLACK RM 2
 DV0620  PID         -  DV0620
 DV0620  STATE/COUNTY-  AZ/MARICOPA
 DV0620  USGS QUAD   -  PHOENIX (1982)
 DV0620
 DV0620                         *CURRENT SURVEY CONTROL
 DV0620  ___________________________________________________________________
 DV0620* NAD 83(1986)-  33 27 32.     (N)    112 06 28.     (W)     SCALED    
 DV0620* NAVD 88     -       328.562  (meters)    1077.96   (feet)  ADJUSTED  
 DV0620  ___________________________________________________________________
 DV0620  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0620  DYNAMIC HT  -         328.181 (meters)    1076.71  (feet)  COMP
 DV0620  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0620
 DV0620  VERT ORDER  -  SECOND    CLASS 0
 DV0620
 DV0620.The horizontal coordinates were scaled from a topographic map and have
 DV0620.an estimated accuracy of +/- 6 seconds.
 DV0620
 DV0620.The orthometric height was determined by differential leveling
 DV0620.and adjusted by the National Geodetic Survey in November 1993..
 DV0620
 DV0620.The geoid height was determined by GEOID03.
 DV0620
 DV0620.The dynamic height is computed by dividing the NAVD 88
 DV0620.geopotential number by the normal gravity value computed on the
 DV0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0620.degrees latitude (g = 980.6199 gals.).
 DV0620
 DV0620.The modeled gravity was interpolated from observed gravity values.
 DV0620
 DV0620;                    North         East    Units  Estimated Accuracy
 DV0620;SPC AZ C     -   272,660.      195,600.      MT  (+/- 180 meters Scaled)
 DV0620
 DV0620                          SUPERSEDED SURVEY CONTROL
 DV0620
 DV0620  NGVD 29 (??/??/92)  327.894  (m)         1075.77   (f) ADJ UNCH    2 0
 DV0620
 DV0620.Superseded values are not recommended for survey control.
 DV0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0620.See file dsdata.txt to determine how the superseded data were derived.
 DV0620
 DV0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970027(NAD 83)
 DV0620_MARKER: DR = REFERENCE MARK DISK
 DV0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0620_SP_SET: CURB
 DV0620_STAMPING: BLACK NO 2 1963
 DV0620_MARK LOGO: CGS   
 DV0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0620
 DV0620  HISTORY     - Date     Condition        Report By
 DV0620  HISTORY     - 1963     MONUMENTED       CGS
 DV0620  HISTORY     - 1979     GOOD             AZDT
 DV0620
 DV0620                          STATION DESCRIPTION
 DV0620
 DV0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0620'IN PHOENIX.
 DV0620'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0620'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0620'OVER THE BLACK CANYON FREEWAY, 63.2 FEET SOUTHEAST OF TRAVERSE STATION
 DV0620'BLACK, 13 FEET WEST OF THE CENTER OF THE SERVICE ROAD, 33 FEET EAST OF
 DV0620'THE FENCE, 61.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 DV0620'TOP OF THE CONCRETE CURB AT THE WEST EDGE OF THE SERVICE ROAD.
 DV0620
 DV0620                          STATION RECOVERY (1979)
 DV0620
 DV0620'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0746 ***********************************************************************
 CY0746  DESIGNATION -  BLACK RM 2
 CY0746  PID         -  CY0746
 CY0746  STATE/COUNTY-  AZ/GRAHAM
 CY0746  USGS QUAD   -  EDEN (1985)
 CY0746
 CY0746                         *CURRENT SURVEY CONTROL
 CY0746  ___________________________________________________________________
 CY0746* NAD 83(1992)-  32 59 44.12083(N)    109 56 48.67148(W)     ADJUSTED  
 CY0746* NAVD 88     -       862.702  (meters)    2830.38   (feet)  ADJUSTED  
 CY0746  ___________________________________________________________________
 CY0746  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CY0746  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0746  DYNAMIC HT  -         861.514 (meters)    2826.48  (feet)  COMP
 CY0746  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0746
 CY0746  HORZ ORDER  -  SECOND
 CY0746  VERT ORDER  -  FIRST     CLASS II
 CY0746
 CY0746.The horizontal coordinates were established by classical geodetic methods
 CY0746.and adjusted by the National Geodetic Survey in August 1993..
 CY0746
 CY0746.The orthometric height was determined by differential leveling
 CY0746.and adjusted by the National Geodetic Survey in June 1991..
 CY0746
 CY0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0746
 CY0746.The geoid height was determined by GEOID03.
 CY0746
 CY0746.The dynamic height is computed by dividing the NAVD 88
 CY0746.geopotential number by the normal gravity value computed on the
 CY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0746.degrees latitude (g = 980.6199 gals.).
 CY0746
 CY0746.The modeled gravity was interpolated from observed gravity values.
 CY0746
 CY0746;                    North         East     Units Scale Factor Converg.
 CY0746;SPC AZ E     -   221,283.863   233,901.265   MT  0.99990520   +0 07 10.9
 CY0746;SPC AZ E     -   725,996.93    767,392.60   iFT  0.99990520   +0 07 10.9
 CY0746;UTM  12      - 3,651,290.406   598,387.755   MT  0.99971935   +0 34 24.8
 CY0746
 CY0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0746!SPC AZ E     -   0.99986883  x   0.99990520  =   0.99977404
 CY0746!UTM  12      -   0.99986883  x   0.99971935  =   0.99958822
 CY0746
 CY0746                          SUPERSEDED SURVEY CONTROL
 CY0746
 CY0746  NAD 83(1986)-  32 59 44.11669(N)    109 56 48.67243(W) AD(       ) 2
 CY0746  NGVD 29 (06/21/91)  862.01   (m)         2828.1    (f) LEVELING    3  
 CY0746
 CY0746.Superseded values are not recommended for survey control.
 CY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0746.See file dsdata.txt to determine how the superseded data were derived.
 CY0746
 CY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9838851290(NAD 83)
 CY0746_MARKER: DR = REFERENCE MARK DISK
 CY0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0746_SP_SET: CONCRETE POST
 CY0746_STAMPING: BLACK NO 2 1945
 CY0746_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0746+STABILITY: SURFACE MOTION
 CY0746
 CY0746  HISTORY     - Date     Condition        Report By
 CY0746  HISTORY     - 1945     MONUMENTED       CGS
 CY0746  HISTORY     - 1979     GOOD             NGS
 CY0746
 CY0746                          STATION DESCRIPTION
 CY0746
 CY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0746'3.5 MI SE FROM FT THOMAS.
 CY0746'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0746'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF A
 CY0746'MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0746'CEMETERY AND PAST A MICROWAVE TOWER, 48 FEET WEST OF BLACK RM 1 AND
 CY0746'37 FEET SOUTHWEST OF TRIANGULATION STATION BLACK.
 CY0746'THE MARK IS 36 FT  SW FROM A WITNESS POST.
 CY0746'THE MARK IS 100 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5779 ***********************************************************************
 DH5779  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5779  DESIGNATION -  BLACK TAIL
 DH5779  PID         -  DH5779
 DH5779  STATE/COUNTY-  AZ/COCHISE
 DH5779  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 DH5779
 DH5779                         *CURRENT SURVEY CONTROL
 DH5779  ___________________________________________________________________
 DH5779* NAD 83(1992)-  31 59 31.50271(N)    109 56 15.61728(W)     ADJUSTED  
 DH5779* NAVD 88     -      1364.23   (meters)    4475.8    (feet)  GPS OBS   
 DH5779  ___________________________________________________________________
 DH5779  X           -  -1,846,726.706 (meters)                     COMP
 DH5779  Y           -  -5,091,065.101 (meters)                     COMP
 DH5779  Z           -   3,360,395.351 (meters)                     COMP
 DH5779  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DH5779  ELLIP HEIGHT-        1336.99  (meters)          (08/22/05) GPS OBS
 DH5779  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH5779
 DH5779  HORZ ORDER  -  B
 DH5779  ELLP ORDER  -  FOURTH    CLASS II
 DH5779
 DH5779.The horizontal coordinates were established by GPS observations
 DH5779.and adjusted by the National Geodetic Survey in August 2005..
 DH5779
 DH5779.The orthometric height was determined by GPS observations and a
 DH5779.high-resolution geoid model using precise GPS observation and
 DH5779.processing techniques.
 DH5779
 DH5779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5779
 DH5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5779
 DH5779.The ellipsoidal height was determined by GPS observations
 DH5779.and is referenced to NAD 83.
 DH5779
 DH5779.The geoid height was determined by GEOID03.
 DH5779
 DH5779;                    North         East     Units Scale Factor Converg.
 DH5779;SPC AZ E     -   110,012.250   234,998.196   MT  0.99990577   +0 07 16.8
 DH5779;SPC AZ E     -   360,932.58    770,991.46   iFT  0.99990577   +0 07 16.8
 DH5779;UTM  12      - 3,540,051.203   600,353.769   MT  0.99972420   +0 33 46.3
 DH5779
 DH5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5779!SPC AZ E     -   0.99979011  x   0.99990577  =   0.99969590
 DH5779!UTM  12      -   0.99979011  x   0.99972420  =   0.99951437
 DH5779
 DH5779                          SUPERSEDED SURVEY CONTROL
 DH5779
 DH5779.No superseded survey control is available for this station.
 DH5779
 DH5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0035440051(NAD 83)
 DH5779_MARKER: DD = SURVEY DISK
 DH5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5779_STAMPING: BLACK TAIL 2004
 DH5779_MARK LOGO: AZ-003
 DH5779_PROJECTION: FLUSH
 DH5779_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5779+STABILITY: SURFACE MOTION
 DH5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5779+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5779
 DH5779  HISTORY     - Date     Condition        Report By
 DH5779  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5779
 DH5779                          STATION DESCRIPTION
 DH5779
 DH5779'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5779'FROM EXIT 340 IN WILLCOX, AZ TRAVEL WEST ON INTERSTATE 10 FOR 8.7
 DH5779'MILES TO EXIT 331, GET OFF AT EXIT 331 AND TRAVEL SOUTH ON HIGHWAY 191
 DH5779'FOR 18.0 MILES TO IRONWOOD ROAD. HEAD WEST ON IRONWOOD ROAD TO COCHISE
 DH5779'STRONGHOLD RD. HEAD NORTH ON COCHISE STRONGHOLD RD. TO W. DREAMCATCHER
 DH5779'WAY, GO WEST ON DREAMCATCHER WAY TO N. SLOPE ALONGWAY, TURN RIGHT AND
 DH5779'HEAD NORTH ON SLOPE ALONGWAY FOR APPROX. 1.2 MILES TO FENCE
 DH5779'INTERSECTION AND OPENING IN NORTH-SOUTH FENCE LINE, TAKE OPENING IN
 DH5779'FENCE AND TRAVEL WEST FOR APPROX. 300 FEET TO THE STATION LOCATED
 DH5779'APPROX. 100 FEET SOUTH OF EAST-WEST FENCE LINE.
 DH5779' 
 DH5779'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5779'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5779'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0919 ***********************************************************************
 DW0919  DESIGNATION -  BLACK TANK
 DW0919  PID         -  DW0919
 DW0919  STATE/COUNTY-  AZ/YUMA
 DW0919  USGS QUAD   -  ARCH TANK (1990)
 DW0919
 DW0919                         *CURRENT SURVEY CONTROL
 DW0919  ___________________________________________________________________
 DW0919* NAD 83(1992)-  33 11 08.90924(N)    114 13 16.32058(W)     ADJUSTED  
 DW0919* NAVD 88     -       948.2    (meters)    3111.     (feet)  VERTCON   
 DW0919  ___________________________________________________________________
 DW0919  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 DW0919  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DW0919
 DW0919  HORZ ORDER  -  SECOND
 DW0919
 DW0919.The horizontal coordinates were established by classical geodetic methods
 DW0919.and adjusted by the National Geodetic Survey in August 1993..
 DW0919
 DW0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0919
 DW0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0919
 DW0919.The geoid height was determined by GEOID03.
 DW0919
 DW0919;                    North         East     Units Scale Factor Converg.
 DW0919;SPC AZ W     -   242,463.715   169,420.092   MT  0.99995713   -0 15 28.5
 DW0919;SPC AZ W     -   795,484.63    555,840.20   iFT  0.99995713   -0 15 28.5
 DW0919;UTM  11      - 3,675,326.396   759,079.454   MT  1.00042766   +1 31 18.6
 DW0919
 DW0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0919!SPC AZ W     -   0.99985628  x   0.99995713  =   0.99981342
 DW0919!UTM  11      -   0.99985628  x   1.00042766  =   1.00028388
 DW0919
 DW0919|---------------------------------------------------------------------|
 DW0919| PID    Reference Object                     Distance      Geod. Az  |
 DW0919|                                                           dddmmss.s |
 DW0919| CE9807 BLACK TANK RM 1                       8.998 METERS 16037     |
 DW0919| DW0920 INDIAN                              APPROX. 5.4 KM 2553717.5 |
 DW0919| CE9808 BLACK TANK RM 2                       9.900 METERS 27023     |
 DW0919|---------------------------------------------------------------------|
 DW0919
 DW0919                          SUPERSEDED SURVEY CONTROL
 DW0919
 DW0919  NAD 83(1986)-  33 11 08.90809(N)    114 13 16.32571(W) AD(       ) 2
 DW0919  NAD 27      -  33 11 08.77700(N)    114 13 13.53400(W) AD(       ) 2
 DW0919  NGVD 29 (07/19/86)  947.4    (m)         3108.     (f) VERT ANG       
 DW0919
 DW0919.Superseded values are not recommended for survey control.
 DW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0919.See file dsdata.txt to determine how the superseded data were derived.
 DW0919
 DW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5907975326(NAD 83)
 DW0919_MARKER: DS = TRIANGULATION STATION DISK
 DW0919_SETTING: 66 = SET IN ROCK OUTCROP
 DW0919
 DW0919  HISTORY     - Date     Condition        Report By
 DW0919  HISTORY     - 1949     MONUMENTED       CGS
 DW0919
 DW0919                          STATION DESCRIPTION
 DW0919
 DW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0919'THE STATION IS LOCATED ON A HIGH PEAK OF THE CASTLE DOME
 DW0919'MOUNTAINS, ABOUT 29 MILES AIR LINE SOUTH OF QUARTZSITE AND
 DW0919'ABOUT 8 MILES AIR LINE NORTH-NORTHWEST OF CASTLE DOME PEAK.
 DW0919'A HIGHER PEAK IS ABOUT 1 MILE AIR LINE SOUTH-SOUTHEAST.  THE
 DW0919'STATION IS LOCATED ABOUT 32 PACES EAST OF THE HIGHEST POINT, 9
 DW0919'FEET SOUTHEAST OF A LARGE CAIRN, PROJECTS 3 INCHES AND IS
 DW0919'STAMPED, BLACK TANK 1949.
 DW0919'
 DW0919'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0919'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, BLACK TANK NO
 DW0919'1 1949.
 DW0919'
 DW0919'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0919'THE STATION, SET FLUSH WITH GROUND AND IS STAMPED, BLACK TANK
 DW0919'NO 2 1949.
 DW0919'
 DW0919'TRIANGULATION STATION INDIAN 1949 IS THE AZIMUTH.
 DW0919'
 DW0919'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 95 AND U.S.
 DW0919'HIGHWAY 80 IN YUMGO NORTH ON STATE HIGHWAY 95 FOR 25.0
 DW0919'MILES TO COUNTY WELL, CONTINUE NORTH FOR 24.7 MILES TO A TRACK
 DW0919'ROAD LEADING TO THE RIGHT.  TURN RIGHT (EAST) AND FOLLOW TRACK
 DW0919'ROAD FOR 1.2 MILES TO POWER LINE AND CROSSROAD.  CONTINUE
 DW0919'STRAIGHT AHEAD (EAST) FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 DW0919'FORK AND GO 0.4 MILE TO THE END OF TRUCK TRAVEL AT THE EDGE
 DW0919'OF WASH JUST OFF ROAD LOOP.  FROM THE END OF TRUCK TRAVEL THE
 DW0919'STATION IS NOT VISIBLE BUT IS IN BEARING ABOUT 105 DEGREES
 DW0919'TRUE.  THE HIGHEST VISIBLE PEAK IS IN BEARING 111 DEGREES TRUE.
 DW0919'FROM THE END OF TRUCK TRAVEL, PACK UP WASH AND IF IT APPEARS
 DW0919'TO FORK, KEEP THE RIGHT FORK AND CONTINUE UNTIL IT ENDS
 DW0919'AGAINST THE CLIFFS.  BEAR RIGHT AND GO UP A RIFT TOWARD THE
 DW0919'HIGHEST PEAK AS APPEARING FROM END OF TRUCK TRAVEL.  AT
 DW0919'THE TOP OF RIFT, BEAR TO THE LEFT, TO AGAIN GET IN THE WASH
 DW0919'ABOVE THE CLIFFS.  CONTINUE UP WASH UNTIL TOPPING OUT IN A
 DW0919'SADDLE TO THE SOUTHWARD OF THE STATION, BEAR LEFT ALONG THE
 DW0919'RIDGE TO THE HIGHEST POINT AND STATION.  A 3-HOUR PACK.
 DW0919'NOTE--THE POINT WHERE YOU TURN EAST OFF STATE HIGHWAY 95 IS
 DW0919'34.2 MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY 95
 DW0919'WITH U.S. HIGHWAY 60 AT QUARTZSITE.  WITH A 4 WHEEL
 DW0919'DRIVE VEHICLE, BY LEAVING ROAD 0.1 MILE BEFORE REACHING THE
 DW0919'END OF TRUCK TRAVEL, IT IS POSSIBLE TO DRIVE TO THE BASE OF
 DW0919'MOUNTAIN WHICH IS APPROXIMATELY 1 MILE CLOSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1912 ***********************************************************************
 AI1912  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1912  DESIGNATION -  BLACKBURN
 AI1912  PID         -  AI1912
 AI1912  STATE/COUNTY-  AZ/YUMA
 AI1912  USGS QUAD   -  CEMENTOSA WASH (1990)
 AI1912
 AI1912                         *CURRENT SURVEY CONTROL
 AI1912  ___________________________________________________________________
 AI1912* NAD 83(1992)-  33 21 08.80415(N)    113 40 46.56229(W)     ADJUSTED  
 AI1912* NAVD 88     -       515.95   (meters)    1692.7    (feet)  GPS OBS   
 AI1912  ___________________________________________________________________
 AI1912  X           -  -2,142,045.329 (meters)                     COMP
 AI1912  Y           -  -4,884,439.744 (meters)                     COMP
 AI1912  Z           -   3,486,942.033 (meters)                     COMP
 AI1912  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AI1912  ELLIP HEIGHT-         484.50  (meters)          (09/30/99) GPS OBS
 AI1912  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AI1912
 AI1912  HORZ ORDER  -  A
 AI1912  ELLP ORDER  -  THIRD     CLASS I
 AI1912
 AI1912.The horizontal coordinates were established by GPS observations
 AI1912.and adjusted by the National Geodetic Survey in September 1999..
 AI1912
 AI1912.The orthometric height was determined by GPS observations and a
 AI1912.high-resolution geoid model using precise GPS observation and
 AI1912.processing techniques.
 AI1912
 AI1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1912
 AI1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1912
 AI1912.The ellipsoidal height was determined by GPS observations
 AI1912.and is referenced to NAD 83.
 AI1912
 AI1912.The geoid height was determined by GEOID03.
 AI1912
 AI1912;                    North         East     Units Scale Factor Converg.
 AI1912;SPC AZ W     -   260,847.437   219,912.329   MT  0.99993386   +0 02 19.3
 AI1912;SPC AZ W     -   855,798.68    721,497.14   iFT  0.99993386   +0 02 19.3
 AI1912;UTM  12      - 3,693,567.352   250,646.611   MT  1.00036665   -1 28 26.3
 AI1912
 AI1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1912!SPC AZ W     -   0.99992394  x   0.99993386  =   0.99985781
 AI1912!UTM  12      -   0.99992394  x   1.00036665  =   1.00029056
 AI1912
 AI1912                          SUPERSEDED SURVEY CONTROL
 AI1912
 AI1912.No superseded survey control is available for this station.
 AI1912
 AI1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5064793567(NAD 83)
 AI1912_MARKER: DD = SURVEY DISK
 AI1912_SETTING: 66 = SET IN ROCK OUTCROP
 AI1912_STAMPING: BLACKBURN 1999
 AI1912_MARK LOGO: MCDOT 
 AI1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1912+STABILITY: POSITION/ELEVATION WELL
 AI1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1912+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 AI1912
 AI1912  HISTORY     - Date     Condition        Report By
 AI1912  HISTORY     - 1999     MONUMENTED       AZ-013
 AI1912  HISTORY     - 20000504 GOOD             MCDOT
 AI1912
 AI1912                          STATION DESCRIPTION
 AI1912
 AI1912'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1912'THE STATION IS LOCATED ABOUT 95 MI (152.9 KM) WEST-SOUTHWEST OF
 AI1912'CENTRAL PHOENIX, 20 MI (32.2 KM) WEST OF THE MARICOPA-YUMA COUNTY LINE
 AI1912'AND 2 MI (3.2 KM) SOUTH OF THE LA PAZ-YUMA COUNTY LINE.
 AI1912'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1912'INTERSTATE HIGHWAY 10 AND HOVATTER ROAD (EXIT 53), GO SOUTH FOR 0.5 MI
 AI1912'(0.8 KM) ON HOVATTER ROAD TO A WARNING SIGN (RIGHT TURN ONLY). TURN
 AI1912'RIGHT AND GO 0.1 MI (0.2 KM) ON HOVATTER ROAD TO A GRAVEL ROAD LEFT.
 AI1912'TURN LEFT AND GO SOUTH FOR 2.7 MI (4.3 KM) ON THE GRAVEL ROAD TO A
 AI1912'CATTLE GUARD WITH COWBOY GATE.  NOTE--ENTERING OPEN RANGE.  CLOSE GATE
 AI1912'AFTER ENTERING AND DRIVE WITH CAUTION.  PASS THROUGH GATE AND CONTINUE
 AI1912'FOR 7.1 MI (11.4 KM) ON THE GRAVEL ROAD TO A FORK AND STOP SIGN.  BEAR
 AI1912'LEFT AND GO SOUTHEAST FOR 9.0 MI (14.5 KM) TO THE LA PAZ-YUMA COUNTY
 AI1912'LINE AT THE CREST OF A HILL.  CONTINUE AHEAD FOR 1.8 MI (2.9 KM) TO A
 AI1912'75 FT (22.9 M) HIGH BUTTE ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 AI1912'EAST FOR ABOUT 800 FT (243.8 M) TO THE TOP OF THE BUTTE AND THE
 AI1912'STATION.  THE STATION IS A BRASS DISK SET IN BEDROCK. LOCATED 8 FT
 AI1912'(2.4 M) NORTH FROM A SMALL ROCK CAIRN.
 AI1912
 AI1912                          STATION RECOVERY (2000)
 AI1912
 AI1912'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI1912'RECOVERED AS DESCRIBED
 AI1912'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI1912'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2265 ***********************************************************************
 DV2265  DESIGNATION -  BLACKCAT
 DV2265  PID         -  DV2265
 DV2265  STATE/COUNTY-  AZ/MARICOPA
 DV2265  USGS QUAD   -  HOPE (1990)
 DV2265
 DV2265                         *CURRENT SURVEY CONTROL
 DV2265  ___________________________________________________________________
 DV2265* NAD 83(1992)-  33 44 49.13734(N)    113 40 39.45931(W)     ADJUSTED  
 DV2265* NAVD 88     -       657.0    (meters)    2156.     (feet)  VERTCON   
 DV2265  ___________________________________________________________________
 DV2265  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DV2265  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV2265
 DV2265  HORZ ORDER  -  SECOND
 DV2265
 DV2265.The horizontal coordinates were established by classical geodetic methods
 DV2265.and adjusted by the National Geodetic Survey in August 1993..
 DV2265
 DV2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2265
 DV2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2265
 DV2265.The geoid height was determined by GEOID03.
 DV2265
 DV2265;                    North         East     Units Scale Factor Converg.
 DV2265;SPC AZ C     -   305,985.092    50,199.651   MT  1.00022809   -0 58 42.5
 DV2265;SPC AZ C     - 1,003,888.10    164,697.02   iFT  1.00022809   -0 58 42.5
 DV2265;SPC AZ W     -   304,604.446   220,065.422   MT  0.99993389   +0 02 24.7
 DV2265;SPC AZ W     -   999,358.42    721,999.42   iFT  0.99993389   +0 02 24.7
 DV2265;UTM  12      - 3,737,323.643   251,961.345   MT  1.00035852   -1 29 17.7
 DV2265
 DV2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2265!SPC AZ C     -   0.99990171  x   1.00022809  =   1.00012978
 DV2265!SPC AZ W     -   0.99990171  x   0.99993389  =   0.99983561
 DV2265!UTM  12      -   0.99990171  x   1.00035852  =   1.00026019
 DV2265
 DV2265|---------------------------------------------------------------------|
 DV2265| PID    Reference Object                     Distance      Geod. Az  |
 DV2265|                                                           dddmmss.s |
 DV2265| CS6616 BLACKCAT RM 1                         9.099 METERS 14654     |
 DV2265| CS6617 BLACKCAT RM 2                         6.540 METERS 27705     |
 DV2265|---------------------------------------------------------------------|
 DV2265
 DV2265                          SUPERSEDED SURVEY CONTROL
 DV2265
 DV2265  NAD 83(1986)-  33 44 49.13182(N)    113 40 39.46986(W) AD(       ) 2
 DV2265  NGVD 29 (11/27/91)  656.3    (m)         2153.     (f) VERT ANG       
 DV2265
 DV2265.Superseded values are not recommended for survey control.
 DV2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2265.See file dsdata.txt to determine how the superseded data were derived.
 DV2265
 DV2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5196137324(NAD 83)
 DV2265_MARKER: DS = TRIANGULATION STATION DISK
 DV2265_SETTING: 66 = SET IN ROCK OUTCROP
 DV2265_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2265+STABILITY: POSITION/ELEVATION WELL
 DV2265
 DV2265  HISTORY     - Date     Condition        Report By
 DV2265  HISTORY     - 1985     MONUMENTED       AZDT
 DV2265
 DV2265                          STATION DESCRIPTION
 DV2265
 DV2265'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2265'THE STATION IS LOCATED ON A LONE ROCKY RIDGE 4-1/2 MILES SOUTHWEST OF
 DV2265'SALOME AND ABOUT 2-1/4 MILES NORTHEAST OF HOPE.  IT IS ABOUT 1000 FEET
 DV2265'WEST OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
 DV2265'
 DV2265'THE STATION MARK IS AN AZDT DISK STAMPED---BLACKCAT 1985---.  IT IS
 DV2265'SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS 12 FEET EAST OF THE
 DV2265'WITNESS POST.
 DV2265'
 DV2265'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACKCAT RM 1 1985---.  IT
 DV2265'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2265'
 DV2265'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACKCAT RM 2 1985---.  IT
 DV2265'IS SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS 5 FEET ABOVE THE
 DV2265'STATION.
 DV2265'
 DV2265'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL SOUTHWEST
 DV2265'ALONG U.S. HIGHWAY 60 FOR 5.0 MILES TO A BLADED ROAD ON THE RIGHT AT
 DV2265'MILE POST 52.4.  TURN RIGHT AND PASS THROUGH A GATE AND TRAVEL WEST
 DV2265'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK WEST FOR 0.1 MILE TO A
 DV2265'SIDE ROAD RIGHT.  TURN RIGHT AND TRAVEL NORTH FOR 0.25 MILE TO THE
 DV2265'RAILROAD.  CROSS THE RAILROAD AND TRAVEL NORTH FOR 0.15 MILE TO A SIDE
 DV2265'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL NORTHWEST 0.15 MILE TO THE END
 DV2265'OF TRUCK TRAVEL.  PACK NORTHEAST TO THE STATION ON A SHELF ABOUT 75
 DV2265'FEET LOWER THAN THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2270 ***********************************************************************
 DU2270  DESIGNATION -  BLACKHAWK BUTTE
 DU2270  PID         -  DU2270
 DU2270  STATE/COUNTY-  AZ/GILA
 DU2270  USGS QUAD   -  GLOBE (1982)
 DU2270
 DU2270                         *CURRENT SURVEY CONTROL
 DU2270  ___________________________________________________________________
 DU2270* NAD 83(1992)-  33 26 13.97952(N)    110 46 00.28497(W)     ADJUSTED  
 DU2270* NAVD 88     -      1461.6    (meters)    4795.     (feet)  VERTCON   
 DU2270  ___________________________________________________________________
 DU2270  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DU2270  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU2270
 DU2270  HORZ ORDER  -  THIRD
 DU2270
 DU2270.The horizontal coordinates were established by classical geodetic methods
 DU2270.and adjusted by the National Geodetic Survey in August 1993..
 DU2270
 DU2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2270
 DU2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2270
 DU2270.The geoid height was determined by GEOID03.
 DU2270
 DU2270;                    North         East     Units Scale Factor Converg.
 DU2270;SPC AZ E     -   270,398.664   157,564.074   MT  0.99993837   -0 19 50.4
 DU2270;SPC AZ E     -   887,134.72    516,942.50   iFT  0.99993837   -0 19 50.4
 DU2270;UTM  12      - 3,699,782.833   521,681.553   MT  0.99960580   +0 07 42.7
 DU2270
 DU2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2270!SPC AZ E     -   0.99977485  x   0.99993837  =   0.99971324
 DU2270!UTM  12      -   0.99977485  x   0.99960580  =   0.99938074
 DU2270
 DU2270                          SUPERSEDED SURVEY CONTROL
 DU2270
 DU2270  NAD 83(1986)-  33 26 13.97921(N)    110 46 00.28645(W) AD(       ) 3
 DU2270  NGVD 29 (04/26/91) 1461.0    (m)         4793.     (f) VERT ANG       
 DU2270
 DU2270.Superseded values are not recommended for survey control.
 DU2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2270.See file dsdata.txt to determine how the superseded data were derived.
 DU2270
 DU2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2168299783(NAD 83)
 DU2270_MARKER: DD = SURVEY DISK
 DU2270_SETTING: 66 = SET IN ROCK OUTCROP
 DU2270_SP_SET: SET IN ROCK OUTCROP
 DU2270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2270+STABILITY: POSITION/ELEVATION WELL
 DU2270
 DU2270  HISTORY     - Date     Condition        Report By
 DU2270  HISTORY     - 1899     MONUMENTED       USGS
 DU2270  HISTORY     - 1901     GOOD             USGS
 DU2270
 DU2270                          STATION DESCRIPTION
 DU2270
 DU2270'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2270'LOCATED ABOUT 3 MI N. OF GLOBE, ABOUT 1 MI N. OF GUBRIGHT AND
 DU2270'GRAY MINES.  ON SHARP PEAK.  SUMMIT OF PEAK IS MASS OF ANGULAR
 DU2270'ROCKS.  BROKEN MASS SLOPES NE. AND FORMS DARK BLACK CAP TO PEAK.
 DU2270'
 DU2270'TO REACH NOT GIVEN.
 DU2270'
 DU2270'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN ONE OF
 DU2270'LARGEST MASSES OF ROCK OVER WHICH ROCK CAIRN 6 FT HIGH WAS BUILT.
 DU2270'
 DU2270'RMS--NONE SET.
 DU2270
 DU2270                          STATION RECOVERY (1901)
 DU2270
 DU2270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1901
 DU2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1034 ***********************************************************************
 ET1034  DESIGNATION -  BLACKIE
 ET1034  PID         -  ET1034
 ET1034  STATE/COUNTY-  AZ/YAVAPAI
 ET1034  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1034
 ET1034                         *CURRENT SURVEY CONTROL
 ET1034  ___________________________________________________________________
 ET1034* NAD 83(1992)-  34 11 14.20119(N)    113 06 39.32409(W)     ADJUSTED  
 ET1034* NAVD 88     -      1084.7    (meters)    3559.     (feet)  VERTCON   
 ET1034  ___________________________________________________________________
 ET1034  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 ET1034  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET1034
 ET1034  HORZ ORDER  -  SECOND
 ET1034
 ET1034.The horizontal coordinates were established by classical geodetic methods
 ET1034.and adjusted by the National Geodetic Survey in August 1993..
 ET1034
 ET1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1034
 ET1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1034
 ET1034.The geoid height was determined by GEOID03.
 ET1034
 ET1034;                    North         East     Units Scale Factor Converg.
 ET1034;SPC AZ C     -   354,070.115   103,279.614   MT  1.00004933   -0 40 16.0
 ET1034;SPC AZ C     - 1,161,647.36    338,843.88   iFT  1.00004933   -0 40 16.0
 ET1034;UTM  12      - 3,784,935.393   305,473.298   MT  1.00006647   -1 11 11.4
 ET1034
 ET1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1034!SPC AZ C     -   0.99983436  x   1.00004933  =   0.99988369
 ET1034!UTM  12      -   0.99983436  x   1.00006647  =   0.99990082
 ET1034
 ET1034|---------------------------------------------------------------------|
 ET1034| PID    Reference Object                     Distance      Geod. Az  |
 ET1034|                                                           dddmmss.s |
 ET1034| CH2751 BLACKIE RM 1                          5.346 METERS 03101     |
 ET1034| CH4466 T10N R8W SECS 28 29 1/4 COR                        1390402.8 |
 ET1034| CH2752 BLACKIE RM 2                          4.624 METERS 25700     |
 ET1034| CH2339 T10N R8W SECS 19 30 1/4 COR                        2691746.2 |
 ET1034|---------------------------------------------------------------------|
 ET1034
 ET1034                          SUPERSEDED SURVEY CONTROL
 ET1034
 ET1034  NAD 83(1986)-  34 11 14.20039(N)    113 06 39.32799(W) AD(       ) 2
 ET1034  NAD 27      -  34 11 14.11400(N)    113 06 36.63600(W) AD(       ) 2
 ET1034  NGVD 29 (07/19/86) 1084.0    (m)         3556.     (f) VERT ANG       
 ET1034
 ET1034.Superseded values are not recommended for survey control.
 ET1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1034.See file dsdata.txt to determine how the superseded data were derived.
 ET1034
 ET1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0547384935(NAD 83)
 ET1034_MARKER: DS = TRIANGULATION STATION DISK
 ET1034_SETTING: 80 = SET IN A BOULDER
 ET1034_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1034
 ET1034  HISTORY     - Date     Condition        Report By
 ET1034  HISTORY     - 1944     MONUMENTED       CGS
 ET1034  HISTORY     - 1955     GOOD             CGS
 ET1034  HISTORY     - 1967     GOOD             USGS
 ET1034  HISTORY     - 1968     GOOD             AMS
 ET1034  HISTORY     - 1969     GOOD             USGS
 ET1034  HISTORY     - 1980     GOOD             AZDT
 ET1034
 ET1034                          STATION DESCRIPTION
 ET1034
 ET1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1034'STATION IS ABOUT 17 MILES (AIR LINE) NNE OF AGUILA, ABOUT 15
 ET1034'MILES W OF CONGRESS JUNCTION, ON THE HIGHEST AND MIDDLE PART OF
 ET1034'A HORSESHOE-SHAPED RIDGE THAT FORMS THE LONE PEAK KNOWN LOCALLY
 ET1034'AS BLACK MOUNTAIN.
 ET1034'
 ET1034'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 ET1034'A BOULDER ABOUT LEVEL WITH OTHER ROCKS IN THE VICINITY AND IS
 ET1034'STAMPED BLACKIE 1944.  IT IS LOCATED 6-1/2 FEET E OF AND ABOUT
 ET1034'2-1/2 FEET LOWER THAN THE HIGHEST POINT ON THE HILL.
 ET1034'
 ET1034'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1034'IN A BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND IS
 ET1034'STAMPED BLACKIE NO 1 1944.  IT IS ABOUT 2 FEET HIGHER IN
 ET1034'ELEVATION THAN THE STATION MARK.
 ET1034'
 ET1034'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1034'IN A BOULDER PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND AND
 ET1034'IS STAMPED BLACKIE NO 2 1944.  IT IS ABOUT 1 FOOT HIGHER IN
 ET1034'ELEVATION THAN THE STATION MARK.
 ET1034'
 ET1034'AZIMUTH MARK IS A STANDARD G.L.O. BRASS-CAPPED 1-INCH PIPE
 ET1034'PROJECTING 13 INCHES ABOVE THE GROUND AND IS STAMPED 1/4 S19 S30
 ET1034'1919.  IT IS 16 FEET E OF THE CENTER LINE OF TRACK ROAD AND 1
 ET1034'FOOT S OF A 4- BY 4-INCH WHITE WITNESS POST AND ROCK CAIRN.
 ET1034'
 ET1034'TO REACH STATION FROM THE POST OFFICE IN CONGRESS JUNCTION, GO
 ET1034'W ON STATE HIGHWAY 71 FOR 1.6 MILES TO A FORK.  TURN RIGHT, OFF
 ET1034'STATE HIGHWAY 71, AND FOLLOW GOOD GRAVEL ROAD FOR 8.8 MILES TO
 ET1034'ROADS RIGHT AND LEFT.  CONTINUE STRAIGHT AHEAD FOR 5.1 MILES,
 ET1034'KEEP RIGHT FORK AND CONTINUE 0.9 MILE TO A TRACK ROAD FORKING TO
 ET1034'THE RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD 0.9 MILE TO THE
 ET1034'AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.4 MILE N, THEN TURN
 ET1034'RIGHT OFF THE ROAD AND GO E ACROSS COUNTRY FOR 0.5 MILE.  FROM
 ET1034'HERE PACK E ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE
 ET1034'STATION.
 ET1034'
 ET1034'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ET1034
 ET1034                          STATION RECOVERY (1955)
 ET1034
 ET1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1034'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 ET1034'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 ET1034'ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1967)
 ET1034
 ET1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET1034'ALL MARKS RECOVERED IN GOOD CONDITION.
 ET1034
 ET1034                          STATION RECOVERY (1968)
 ET1034
 ET1034'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ET1034'THE STATION MARK, R.M.S NO 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 ET1034'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION IS
 ET1034'ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1969)
 ET1034
 ET1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET1034'ALL MARKS IN GOOD CONDITION.
 ET1034'
 ET1034'REACHED BY HELICOPTER.  TO REACH DESCRIPTION IS ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1980)
 ET1034
 ET1034'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1034'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND THE GLO AZIMUTN MARK
 ET1034'WERE RECOVERED AS DESCRIBED IN 1944.  A NEW ROUTE TO THE STATION
 ET1034'FOLLOWS.
 ET1034'
 ET1034'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 93 IN
 ET1034'WICKENBURG TRAVEL NORTHWEST ON US HIGHWAY 93 FOR 20.65 MILE TO ALAMO
 ET1034'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL WESTERLY FOR 5.35 MILES TO A
 ET1034'TRAIL ON THE RIGHT, TURN RIGHT AND TRAVEL NORTH WESTERLY FOR 0.4 MILE
 ET1034'TO A CROSS TRAIL, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO END OF
 ET1034'TRUCK TRAVEL.  THE  STATION IS ON TOP OF THE HIGHTEST POINT OF A U
 ET1034'SHAPPED RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6867 ***********************************************************************
 DH6867  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6867  DESIGNATION -  BLACKROCK
 DH6867  PID         -  DH6867
 DH6867  STATE/COUNTY-  AZ/GILA
 DH6867  USGS QUAD   -  PINAL RANCH (1979)
 DH6867
 DH6867                         *CURRENT SURVEY CONTROL
 DH6867  ___________________________________________________________________
 DH6867* NAD 83(1992)-  33 18 20.05407(N)    110 55 46.04153(W)     ADJUSTED  
 DH6867* NAVD 88     -      1386.62   (meters)    4549.3    (feet)  GPS OBS   
 DH6867  ___________________________________________________________________
 DH6867  X           -  -1,906,501.208 (meters)                     COMP
 DH6867  Y           -  -4,984,941.752 (meters)                     COMP
 DH6867  Z           -   3,483,078.007 (meters)                     COMP
 DH6867  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 DH6867  ELLIP HEIGHT-        1358.94  (meters)          (08/22/05) GPS OBS
 DH6867  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH6867
 DH6867  HORZ ORDER  -  B
 DH6867  ELLP ORDER  -  FOURTH    CLASS II
 DH6867
 DH6867.The horizontal coordinates were established by GPS observations
 DH6867.and adjusted by the National Geodetic Survey in August 2005..
 DH6867
 DH6867.The orthometric height was determined by GPS observations and a
 DH6867.high-resolution geoid model using precise GPS observation and
 DH6867.processing techniques.
 DH6867
 DH6867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6867
 DH6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6867
 DH6867.The ellipsoidal height was determined by GPS observations
 DH6867.and is referenced to NAD 83.
 DH6867
 DH6867.The geoid height was determined by GEOID03.
 DH6867
 DH6867;                    North         East     Units Scale Factor Converg.
 DH6867;SPC AZ E     -   255,897.767   142,327.890   MT  0.99996219   -0 25 07.9
 DH6867;SPC AZ E     -   839,559.60    466,955.02   iFT  0.99996219   -0 25 07.9
 DH6867;UTM  12      - 3,685,165.579   506,567.119   MT  0.99960053   +0 02 19.4
 DH6867
 DH6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6867!SPC AZ E     -   0.99978670  x   0.99996219  =   0.99974890
 DH6867!UTM  12      -   0.99978670  x   0.99960053  =   0.99938731
 DH6867
 DH6867                          SUPERSEDED SURVEY CONTROL
 DH6867
 DH6867.No superseded survey control is available for this station.
 DH6867
 DH6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0656785166(NAD 83)
 DH6867_MARKER: DD = SURVEY DISK
 DH6867_SETTING: 66 = SET IN ROCK OUTCROP
 DH6867_STAMPING: BLOCKROCK 2004 NGS
 DH6867_MARK LOGO: AZ-007
 DH6867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6867+STABILITY: POSITION/ELEVATION WELL
 DH6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6867+SATELLITE: SATELLITE OBSERVATIONS - 2004  01
 DH6867
 DH6867  HISTORY     - Date     Condition        Report By
 DH6867  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6867
 DH6867                          STATION DESCRIPTION
 DH6867
 DH6867'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6867'STARTING AT THE INSTERSECTION OF US-60 AND SR-188. PROCEED WEST ON
 DH6867'US-60 7.4 MILES TO ROAD HEADING SOUTH (FOREST SERVICE 349) PROCEED
 DH6867'SOUTH ON FS 349 TOWARD MF RANCH 1.9 MILES. TURN LEFT AT TEE AND
 DH6867'CONTINUE SOUTHWEST 3.5 MILES TO SECOND TEE. HEAD WEST ON FS 349 1.7
 DH6867'MILES TO FS 2. PROCEED SOUTH ON FS 2 FOR 2.3 MILES TO POINT WHERE FS 2
 DH6867'CURVES BACK TO NORTHWEST AND FS UNKNOWN HEADS SOUTH. TAKE FS UNKNOWN
 DH6867'SOUTH TO KNOB 300 FT AHEAD. MONUMENT IS BRASS CAP IN ROCK OUTCROP AT
 DH6867'TOP OF KNOB. MONUMENT IS 5 FT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1789 ***********************************************************************
 DU1789  DESIGNATION -  BLACKY
 DU1789  PID         -  DU1789
 DU1789  STATE/COUNTY-  AZ/MARICOPA
 DU1789  USGS QUAD   -  BOULDER MTN (1964)
 DU1789
 DU1789                         *CURRENT SURVEY CONTROL
 DU1789  ___________________________________________________________________
 DU1789* NAD 83(1992)-  33 49 30.31135(N)    111 28 58.99725(W)     ADJUSTED  
 DU1789* NAVD 88     -      1123.9    (meters)    3687.     (feet)  VERTCON   
 DU1789  ___________________________________________________________________
 DU1789  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 DU1789  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU1789
 DU1789  HORZ ORDER  -  SECOND
 DU1789
 DU1789.The horizontal coordinates were established by classical geodetic methods
 DU1789.and adjusted by the National Geodetic Survey in August 1993..
 DU1789
 DU1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1789
 DU1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1789
 DU1789.The geoid height was determined by GEOID03.
 DU1789
 DU1789;                    North         East     Units Scale Factor Converg.
 DU1789;SPC AZ C     -   313,338.787   253,497.194   MT  0.99991985   +0 14 29.0
 DU1789;SPC AZ C     - 1,028,014.39    831,683.71   iFT  0.99991985   +0 14 29.0
 DU1789;UTM  12      - 3,742,867.084   455,299.509   MT  0.99962463   -0 16 08.0
 DU1789
 DU1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1789!SPC AZ C     -   0.99982797  x   0.99991985  =   0.99974784
 DU1789!UTM  12      -   0.99982797  x   0.99962463  =   0.99945267
 DU1789
 DU1789:                Primary Azimuth Mark                     Grid Az
 DU1789:SPC AZ C     -  SUN                                      013 46 34.8
 DU1789:UTM  12      -  SUN                                      014 17 11.8
 DU1789
 DU1789|---------------------------------------------------------------------|
 DU1789| PID    Reference Object                     Distance      Geod. Az  |
 DU1789|                                                           dddmmss.s |
 DU1789| DU2037 SUN                                 APPROX. 2.7 KM 0140103.8 |
 DU1789| DU1804 BLACKY RM 1                          10.867 METERS 01829     |
 DU1789| DU1805 BLACKY RM 2                          11.353 METERS 15139     |
 DU1789|---------------------------------------------------------------------|
 DU1789
 DU1789                          SUPERSEDED SURVEY CONTROL
 DU1789
 DU1789  NAD 83(1986)-  33 49 30.30366(N)    111 28 58.99869(W) AD(       ) 2
 DU1789  NGVD 29 (07/10/87) 1123.2    (m)         3685.     (f) VERT ANG       
 DU1789
 DU1789.Superseded values are not recommended for survey control.
 DU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1789.See file dsdata.txt to determine how the superseded data were derived.
 DU1789
 DU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5530042867(NAD 83)
 DU1789_MARKER: DS = TRIANGULATION STATION DISK
 DU1789_SETTING: 80 = SET IN A BOULDER
 DU1789_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1789+STABILITY: SURFACE MOTION
 DU1789
 DU1789  HISTORY     - Date     Condition        Report By
 DU1789  HISTORY     - 1981     MONUMENTED       AZDT
 DU1789
 DU1789                          STATION DESCRIPTION
 DU1789
 DU1789'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1789'THE STATION IS LOCATED 3 MILES SOUTHWEST OF SUNFLOWER ON THE SOUTHEAST
 DU1789'END OF BLACK MESA ABOUT 2300 FEET WEST OF ARIZONA HIGHWAY 87.
 DU1789'
 DU1789'THE STATION MARK IS AN AZDT DISK STAMPED---BLACKY 1981---SET IN A
 DU1789'DRILL HOLE IN A BOULDER ALONG THE EAST EDGE OF MESA AND MARKED BY A
 DU1789'CAIRN.
 DU1789'
 DU1789'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACKY RM 1 1981---SET
 DU1789'IN A DRILL HOLE IN A BOULDER.
 DU1789'
 DU1789'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACKY RM 2 1981---SET
 DU1789'IN A DRILL HOLE IN A BOULDER.
 DU1789'
 DU1789'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1789'FEET TO SOUTH MCLANE ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1789'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1789'32.55 MILES TO THE SECOND TURN OFF INTO SUNFLOWER, CONTINUE SOUTH ON
 DU1789'HIGHWAY 87 FOR 0.5 MILE TO A TRAIL ROAD ON RIGHT AT TOP OF A HILL.
 DU1789'TRAVEL SOUTH FOR 2.5 MILES TO A TRAFFIC PULLOUT ON THE LEFT AT THE
 DU1789'NORTH END OF A HIGHWAY CUT, CONTINUE AHEAD FOR 0.2 MILE TO A PULLOUT
 DU1789'ON RIGHT AND END OF TRUCK TRAVEL.  PACK WEST UP THE EAST SIDE OF THE
 DU1789'MESA TO THE TOP, THEN NORTHEAST ALONG THE TOP FOR ABOUT 500 FEET TO
 DU1789'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1973 ***********************************************************************
 DU1973  DESIGNATION -  BLAIR
 DU1973  PID         -  DU1973
 DU1973  STATE/COUNTY-  AZ/GILA
 DU1973  USGS QUAD   -  CUTTER (1979)
 DU1973
 DU1973                         *CURRENT SURVEY CONTROL
 DU1973  ___________________________________________________________________
 DU1973* NAD 83(1992)-  33 15 15.02850(N)    110 38 13.29892(W)     ADJUSTED  
 DU1973* NAVD 88     -      1755.5    (meters)    5760.     (feet)  VERTCON   
 DU1973  ___________________________________________________________________
 DU1973  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DU1973  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU1973
 DU1973  HORZ ORDER  -  FIRST
 DU1973
 DU1973.The horizontal coordinates were established by classical geodetic methods
 DU1973.and adjusted by the National Geodetic Survey in August 1993..
 DU1973
 DU1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1973
 DU1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1973
 DU1973.The geoid height was determined by GEOID03.
 DU1973
 DU1973;                    North         East     Units Scale Factor Converg.
 DU1973;SPC AZ E     -   250,037.039   169,533.925   MT  0.99992367   -0 15 28.5
 DU1973;SPC AZ E     -   820,331.49    556,213.66   iFT  0.99992367   -0 15 28.5
 DU1973;UTM  12      - 3,679,524.064   533,809.915   MT  0.99961409   +0 11 56.5
 DU1973
 DU1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1973!SPC AZ E     -   0.99972875  x   0.99992367  =   0.99965244
 DU1973!UTM  12      -   0.99972875  x   0.99961409  =   0.99934295
 DU1973
 DU1973|---------------------------------------------------------------------|
 DU1973| PID    Reference Object                     Distance      Geod. Az  |
 DU1973|                                                           dddmmss.s |
 DU1973| CD1642 BLAIR RM 1                           10.673 METERS 23411     |
 DU1973| CD1641 BLAIR AZ MK                                        2455349.0 |
 DU1973| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.17.4 KM 2802220.1 |
 DU1973| CD1643 BLAIR RM 2                            7.296 METERS 31631     |
 DU1973| DU1974 CUTTER WATER TANK                   APPROX.11.5 KM 3471323.9 |
 DU1973|---------------------------------------------------------------------|
 DU1973
 DU1973                          SUPERSEDED SURVEY CONTROL
 DU1973
 DU1973  NAD 83(1986)-  33 15 15.02430(N)    110 38 13.29856(W) AD(       ) 1
 DU1973  NAD 27      -  33 15 14.81000(N)    110 38 10.92200(W) AD(       ) 1
 DU1973  NGVD 29 (07/19/86) 1754.8    (m)         5757.     (f) VERT ANG       
 DU1973
 DU1973.Superseded values are not recommended for survey control.
 DU1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1973.See file dsdata.txt to determine how the superseded data were derived.
 DU1973
 DU1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3381079524(NAD 83)
 DU1973_MARKER: DS = TRIANGULATION STATION DISK
 DU1973_SETTING: 66 = SET IN ROCK OUTCROP
 DU1973
 DU1973  HISTORY     - Date     Condition        Report By
 DU1973  HISTORY     - 1938     MONUMENTED       CGS
 DU1973  HISTORY     - 1945     GOOD             CGS
 DU1973  HISTORY     - 1967     GOOD             AMS
 DU1973  HISTORY     - 1972     GOOD             AZHD
 DU1973
 DU1973                          STATION DESCRIPTION
 DU1973
 DU1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1973'STATION IS LOCATED ABOUT 10 MILES (AIR LINE) SE OF GLOBE AND 6
 DU1973'MILES (AIR LINE) S OF THE RAILROAD STATION AT CUTTER.  IT IS ON
 DU1973'THE W AND HIGHEST OF THE GROUP OF HILLS IN THE VICINITY.  THE HILL
 DU1973'IS FAIRLY BRUSHY, HAS A RIM ROCK ON THE NE SIDE, AND SLOPES TO THE
 DU1973'SW.
 DU1973'
 DU1973'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 DU1973'IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A BRONZE DISK SET IN A
 DU1973'DRILL HOLE IN A BOULDER.
 DU1973'
 DU1973'AZIMUTH MARK IS LOCATED 0.2 MILE N OF THE CORRAL AT THE PUMP
 DU1973'RANCH, 90 YARDS W OF THE ROAD AND ABOUT 30 FEET HIGHER.  THE
 DU1973'STATION PEAK CAN BE SEEN THROUGH A GAP IN THE FIRST ROW OF HILLS
 DU1973'TO THE E.
 DU1973'
 DU1973'TO REACH STATION FROM THE POST OFFICE IN GLOBE, FOLLOW U.S.
 DU1973'HIGHWAY 70 E FOR 8.0 MILES TO CUTTER RAILROAD STATION ON THE LEFT
 DU1973'AND A GRADED DIRT ROAD ON RIGHT.  TURN RIGHT ON GRADED DIRT ROAD
 DU1973'AND FOLLOW THE MAIN TRAVELED ROAD 5.75 MILES TO A WOODEN GATE.
 DU1973'PASS THROUGH GATE AND CONTINUE S ON THE GRADED DIRT ROAD 2.6
 DU1973'MILES AND PASS THROUGH ANOTHER WOODEN GATE.  CONTINUE ON GRADED
 DU1973'ROAD 1.4 MILES TO THE PUMP RANCH AND THE END OF TRUCK TRAVEL.
 DU1973'FERRIS ALLEN (AN INDIAN) LIVES AT THE PUMP RANCH AND CAN
 DU1973'FURNISH HORSES AND WILL ACT AS GUIDE TO THE STATION.  FROM THE
 DU1973'CORRAL AT THE RANCH GO S FOR ABOUT 0.3 MILE TO A WASH WHICH
 DU1973'LEADS TO THE E.  TAKE THIS WASH AND FOLLOW IT TO ITS END AT A
 DU1973'ROCK WALL 20 FEET HIGH BLOCKING THE WASH.  THENCE CLIMB OUT
 DU1973'OF THE WASH ONTO THE LEFT BANK, THEN CONTINUE E FOR ABOUT 1/4
 DU1973'MILE TO A RIDGE WHICH LEADS LEFT TO THE HIGHER HILLS.  THE
 DU1973'STATION IS NOT VISIBLE FROM ANY POINT ON ROUTE.  FROM THIS
 DU1973'POINT, A FENCE CORRAL CAN BE SEEN FURTHER UP THE VALLEY, AND A
 DU1973'WHITE RIDGE, FAIRLY STEEP, LEADS LEFT TO THE FIRST HIGH
 DU1973'POINT.  TURN LEFT UP THE WHITE RIDGE AND TOP OUT IN THE SADDLE
 DU1973'TO THE LEFT OF THE FIRST HIGH POINT.  THEN GO TO THE LEFT OVER
 DU1973'THE RIMROCK, THEN RIGHT ALONG THE SIDE OF THE HILL, KEEPING
 DU1973'BELOW THE RIM TO MISS THE ROUGTH GOING, TO THE HIGHEST
 DU1973'POINT AND STATION.  HORSES CAN BE TAKEN TO WITHIN 250 FEET OF THE
 DU1973'STATION.  A 2-3/4-HOUR HORSE PACK.  4 HOURS ON FOOT.
 DU1973
 DU1973                          STATION RECOVERY (1945)
 DU1973
 DU1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1973'STATION IS LOCATED ON THE W AND HIGHEST OF A GROUP OF HILLS LOCATED
 DU1973'ABOUT 13 MILES (AIR LINE) SE OF GLOBE.  ABOUT 7 MILES S OF THE
 DU1973'RAILROAD STATION CUTTER.  IT IS SOMEWHAT BRUSHY AND HAS RIMROCK
 DU1973'ON THE NE SIDE AND SLOPES TO THE SW.
 DU1973'
 DU1973'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--A NEW
 DU1973'AIRPORT HAS BEEN ESTABLISHED ON THE RIGHT SIDE OF THE HIGHWAY
 DU1973'AT CUTTER.  AT THE AIRPORT BUILDINGS TURN RIGHT (S) AND PASS
 DU1973'THROUGH GATE AND CROSS AIRSTRIP.  AT THIS POINT A ROAD COMES IN
 DU1973'FROM THE LEFT.  KEEP STRAIGHT AHEAD TO FORKS, A TOTAL DISTANCE
 DU1973'OF 0.4 MILE FROM THE HIGHWAY.  TAKE THE RIGHT FORK AND GO 5.6
 DU1973'MILES TO A WIRE GATE WHICH IS THE SAME AS THE FIRST WOODEN GATE
 DU1973'MENTIONED IN ORIGINAL DESCRIPTION.  THE TWO WOODEN GATES
 DU1973'MENTIONED AND ALSO THE ONE AT THE ENTRANCE TO THE PUMP RANCH HAVE
 DU1973'BEEN REPLACED WITH WIRE GATES.  FROM HERE TO THE PUMP RANCH
 DU1973'THE ORIGINAL DESCRIPTION IS GOOD - ALSO FROM THE RANCH TO
 DU1973'THE STATION WITH THE FOLLOWING NOTATIONS.  IT IS A DISTANCE OF
 DU1973'ABOUT 3 MILES FROM THE RANCH TO THE 20-FOOT STONE WALL BLOCKING
 DU1973'THE WASH.  WHEN GOING UP WHITE RIDGE, TOP OUT IN SADDLE TO
 DU1973'THE RIGHT (NOT LEFT) OF THE FIRST POINT.  AFTER GOING OVER THE
 DU1973'FIRST RIM ROCK MENTIONED, HORSES CAN ALSO BE TAKEN TO THE STATION
 DU1973'BY GOING W AROUND THE HIGHER RIM ROCK, THENCE N TO THE
 DU1973'HIGHEST POINT AND THE STATION.  A HORSE PACK OF 2-1/2 HOURS
 DU1973'FROM THE PUMP RANCH WHERE GEORGE WARD LIVES.  WARD IS AN INDIAN
 DU1973'AND CAN SUPPLY HORSES AND ACT AS GUIDE.
 DU1973'
 DU1973'AN ALTERNATE WAY TO REACH THE STATION FROM THE RANCH IS TO CROSS
 DU1973'THE WASH BY THE HOUSE, PACK OR DRIVE UP THE RIDGE E OF THE WASH,
 DU1973'THEN FOLLOW THIS RIDGE ENE FOR ABOUT 2-1/2 MILES TO ITS END,
 DU1973'THEN PACKING NE ACROSS A DEEP WASH AND UP A STEEP ROCKY SLOPE
 DU1973'TO THE STATION ON THE HIGHEST POINT.  A JEEP COULD BE DRIVEN FOR
 DU1973'ABOUT 2 MILES ALONG THIS RIDGE TOWARDS THE STATION.
 DU1973'
 DU1973'THE STATION MARK WHICH IS A BRONZE STATION DISK STAMPED BLAIR
 DU1973'1938 IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE HIGHEST
 DU1973'POINT OF THE HILL.
 DU1973'
 DU1973'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DU1973'IN OUTCROPPING BEDROCK AND IS STAMPED BLAIR NO 1 B1938.  IT IS
 DU1973'LOCATED SW OF THE STATION AND 8 FEET LOWER.
 DU1973'
 DU1973'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DU1973'IN OUTCROPPING BEDROCK AND IS STAMPED BLAIR NO 2 B1938.  IT IS
 DU1973'LOCATED NW OF THE STATION AND 3 FEET LOWER.
 DU1973'
 DU1973'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 DU1973'A BOULDER PROJECTING ABOUT 8 INCHES AND IS STAMPED BLAIR 1938.  IT
 DU1973'IS LOCATED WSW OF THE STATION ON THE E SLOPE OF A HILL, ABOUT
 DU1973'90 PACES W OF THE ROAD, ABOUT 30 FEET HIGHER, ABOUT 0.2 MILE N
 DU1973'OF THE CORRAL AT PUMP RANCH, AND ABOUT 8 FEET E OF SMALL CAIRN
 DU1973'AND STAKE.
 DU1973
 DU1973                          STATION RECOVERY (1967)
 DU1973
 DU1973'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JM)
 DU1973'LOCATED APPROXIMATELY 13 AIRMILES (SE) OF GLOBE AND 7 AIRMILES
 DU1973'(SSE) OF CUTTER AIRFIELD.
 DU1973'
 DU1973'TO REACH FROM GLOBE P.O. TAKE HWY 60-70 (E) FOR 1.35 MI TO JCT
 DU1973'HWY 60, GO RIGHT (S) ON HWY 70 FOR 2.15 MI TO JCT HWY 77, GO LEFT
 DU1973'(E) ON U.S. HWY 70 FOR 5.0 MI TO ROAD INTERSECTION, TAKE RIGHT
 DU1973'ROAD (SE) FOR 0.3 MI TO FORK IN ROAD, TAKE RIGHT FORK (S) FOR 0.5
 DU1973'MI TO FORK IN ROAD, TAKE LEFT FORK (S) FOR 3.7 MI TO FORK IN
 DU1973'ROAD, TAKE LEFT FORK (S) FOR 4.4 MI PASSING GATE IN FENCE TO FORK
 DU1973'IN ROAD, TAKE LEFT FORK (SE) FOR 1.25 MI TO FORK IN ROAD,
 DU1973'TAKE LEFT FORK (E) FOR 0.4 MI PASSING CORRAL TO FORK IN ROAD,
 DU1973'TAKE LEFT FORK (SE) FOR 1.7 MI TO FORK, TAKE LEFT FORK (NE) FOR
 DU1973'0.5 MI TO END OF FOUR WHEEL DRIVE, CONTINUE ON FOOT IN A (W)
 DU1973'DIRECTION FOR 400 FT TO WASH, FOLLOW WASH IN A (N) DIRECTION
 DU1973'FOR 0.5 MI TO RIDGE ON (NW), FOLLOW RIDGE LINE IN (NW)
 DU1973'DIRECTION TO TOP OF HILL AND STATION.  PACKING TIME 1 HOUR AND 30
 DU1973'MINUTES.
 DU1973'
 DU1973'STATION IS ON HIGHEST PART OF A HILL.  STATION MARK IS A STANDARD
 DU1973'USC AND GS DISK SET IN ROCK STAMPED BLAIR - 1938.
 DU1973'
 DU1973'R.M. 1 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED BLAIR - 1938
 DU1973'NO 1.
 DU1973'
 DU1973'R.M. 2 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED BLAIR- 1938,
 DU1973'NO 2.
 DU1973'
 DU1973'USGS DISK SET IN ROCK UNSTAMPED.
 DU1973
 DU1973                          STATION RECOVERY (1972)
 DU1973
 DU1973'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1973'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKELMAN
 DU1973'TO WINSLO TO PHOENIX.
 DU1973'
 DU1973'(APPROX. 10 AIRLINE M.S.E. OF GLOBE)
 DU1973'
 DU1973'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU1973'
 DU1973'STATION MARK STD. USC AND GS B.C. STAMPED BLAIR 1938.
 DU1973'
 DU1973'REFERENCE MARKS NO. 1 AND NO. 2 STD. USC AND GS B.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2271 ***********************************************************************
 DU2271  DESIGNATION -  BLAIR
 DU2271  PID         -  DU2271
 DU2271  STATE/COUNTY-  AZ/GILA
 DU2271  USGS QUAD   -  CUTTER (1979)
 DU2271
 DU2271                         *CURRENT SURVEY CONTROL
 DU2271  ___________________________________________________________________
 DU2271* NAD 83(1992)-  33 15 15.03623(N)    110 38 13.35024(W)     ADJUSTED  
 DU2271* NAVD 88     -      1754.7    (meters)    5757.     (feet)  VERTCON   
 DU2271  ___________________________________________________________________
 DU2271  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DU2271  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU2271
 DU2271  HORZ ORDER  -  THIRD
 DU2271
 DU2271.The horizontal coordinates were established by classical geodetic methods
 DU2271.and adjusted by the National Geodetic Survey in August 1993..
 DU2271
 DU2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2271
 DU2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2271
 DU2271.The geoid height was determined by GEOID03.
 DU2271
 DU2271;                    North         East     Units Scale Factor Converg.
 DU2271;SPC AZ E     -   250,037.283   169,532.598   MT  0.99992367   -0 15 28.6
 DU2271;SPC AZ E     -   820,332.29    556,209.31   iFT  0.99992367   -0 15 28.6
 DU2271;UTM  12      - 3,679,524.297   533,808.587   MT  0.99961409   +0 11 56.5
 DU2271
 DU2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2271!SPC AZ E     -   0.99972888  x   0.99992367  =   0.99965257
 DU2271!UTM  12      -   0.99972888  x   0.99961409  =   0.99934307
 DU2271
 DU2271                          SUPERSEDED SURVEY CONTROL
 DU2271
 DU2271  NAD 83(1986)-  33 15 15.03515(N)    110 38 13.35020(W) AD(       ) 3
 DU2271  NGVD 29 (04/26/91) 1754.0    (m)         5755.     (f) VERT ANG       
 DU2271
 DU2271.Superseded values are not recommended for survey control.
 DU2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2271.See file dsdata.txt to determine how the superseded data were derived.
 DU2271
 DU2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3380979524(NAD 83)
 DU2271_MARKER: DD = SURVEY DISK
 DU2271_SETTING: 66 = SET IN ROCK OUTCROP
 DU2271_SP_SET: SET IN BEDROCK
 DU2271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2271+STABILITY: POSITION/ELEVATION WELL
 DU2271
 DU2271  HISTORY     - Date     Condition        Report By
 DU2271  HISTORY     - 1900     MONUMENTED       USGS
 DU2271
 DU2271                          STATION DESCRIPTION
 DU2271
 DU2271'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2271'LOCATED 15 MI SE. OF GLOBE, 10 MI SW. OF GILSON WATER TANK ON
 DU2271'GLOBE, GILA VALLEY AND NORTHERN RR.  ON HIGHEST POINT OF LONG
 DU2271'RIDGE, BLUFFY ON NORTH END.
 DU2271'
 DU2271'TO REACH NOT GIVEN.
 DU2271'
 DU2271'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DU2271'ROCK AND CENTERED UNDER ROCK MONUMENT.
 DU2271'
 DU2271'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1801 ***********************************************************************
 CZ1801  DESIGNATION -  BLANCA
 CZ1801  PID         -  CZ1801
 CZ1801  STATE/COUNTY-  AZ/COCHISE
 CZ1801  USGS QUAD   -  SOZA MESA (1981)
 CZ1801
 CZ1801                         *CURRENT SURVEY CONTROL
 CZ1801  ___________________________________________________________________
 CZ1801* NAD 83(1992)-  32 19 03.84231(N)    110 18 32.29837(W)     ADJUSTED  
 CZ1801* NAVD 88     -      1328.5    (meters)    4359.     (feet)  VERTCON   
 CZ1801  ___________________________________________________________________
 CZ1801  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 CZ1801  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CZ1801
 CZ1801  HORZ ORDER  -  FIRST
 CZ1801
 CZ1801.The horizontal coordinates were established by classical geodetic methods
 CZ1801.and adjusted by the National Geodetic Survey in August 1993..
 CZ1801
 CZ1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1801
 CZ1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1801
 CZ1801.The geoid height was determined by GEOID03.
 CZ1801
 CZ1801;                    North         East     Units Scale Factor Converg.
 CZ1801;SPC AZ E     -   146,105.787   199,961.056   MT  0.99990221   -0 04 33.9
 CZ1801;SPC AZ E     -   479,349.69    656,040.21   iFT  0.99990221   -0 04 33.9
 CZ1801;SPC AZ C     -   147,232.528   364,743.361   MT  1.00018252   +0 51 34.8
 CZ1801;SPC AZ C     -   483,046.35  1,196,664.57   iFT  1.00018252   +0 51 34.8
 CZ1801;UTM  12      - 3,575,864.700   565,045.899   MT  0.99965217   +0 22 10.0
 CZ1801
 CZ1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1801!SPC AZ E     -   0.99979580  x   0.99990221  =   0.99969803
 CZ1801!SPC AZ C     -   0.99979580  x   1.00018252  =   0.99997828
 CZ1801!UTM  12      -   0.99979580  x   0.99965217  =   0.99944804
 CZ1801
 CZ1801|---------------------------------------------------------------------|
 CZ1801| PID    Reference Object                     Distance      Geod. Az  |
 CZ1801|                                                           dddmmss.s |
 CZ1801| CC6112 BLANCA RM 2                           5.021 METERS 13159     |
 CZ1801| CC6113 BLANCA RM 3                           3.937 METERS 18031     |
 CZ1801| CZ1800 CASCA                               APPROX. 6.1 KM 2243430.5 |
 CZ1801| CC6111 BLANCA RM 1                           4.030 METERS 26636     |
 CZ1801|---------------------------------------------------------------------|
 CZ1801
 CZ1801                          SUPERSEDED SURVEY CONTROL
 CZ1801
 CZ1801  NAD 83(1986)-  32 19 03.83817(N)    110 18 32.29386(W) AD(       ) 1
 CZ1801  NAD 27      -  32 19 03.57600(N)    110 18 30.02300(W) AD(       ) 1
 CZ1801  NGVD 29 (07/19/86) 1327.7    (m)         4356.     (f) VERT ANG       
 CZ1801
 CZ1801.Superseded values are not recommended for survey control.
 CZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1801.See file dsdata.txt to determine how the superseded data were derived.
 CZ1801
 CZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6504675865(NAD 83)
 CZ1801_MARKER: DD = SURVEY DISK
 CZ1801_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1801
 CZ1801  HISTORY     - Date     Condition        Report By
 CZ1801  HISTORY     - 1946     MONUMENTED       USGS
 CZ1801  HISTORY     - 1947     GOOD             CGS
 CZ1801
 CZ1801                          STATION DESCRIPTION
 CZ1801
 CZ1801'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1801'STATION WAS BUILT BUT NOT USED BY PARTY OF C.A. EGNER IN
 CZ1801'1946.  DESCRIPTION WHICH FOLLOWS WAS TAKEN FROM RECONNAISSANCE
 CZ1801'DESCRIPTION AND NOTES OF BUILDING PARTY.
 CZ1801'
 CZ1801'STATION IS LOCATED ABOUT 23 MILES, AIRLINE, N OF BENSON, 13
 CZ1801'MILES SE OF REDINGTON, AND ABOUT 5 MILES E OF THE SAN PEDRO
 CZ1801'RIVER, ON THE MOST S AND HIGHEST PEAK OF THE MOUNTAIN KNOWN
 CZ1801'AS SIERRA BLANCA.
 CZ1801'
 CZ1801'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1801'ON STATE HIGHWAY 86 FOR 1.4 MILES (0.45 MILE AFTER CROSSING
 CZ1801'SAN PEDRO RIVER BRIDGE) TO A T-INTERSECTION.  TURN LEFT, N,
 CZ1801'CROSS CATTLE GUARD AND FOLLOW MACADAM ROAD 3 MILES TO STORE
 CZ1801'AND POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.
 CZ1801'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO JUNCTION
 CZ1801'OF REDINGTON AND WILLCOX ROADS AT T-INTERSECTION (SIGN HERE
 CZ1801'WILLCOX 32).  CONTINUE ON REDINGTON ROAD 4.8 MILES TO A CATTLE
 CZ1801'GUARD JUST BEFORE ROAD CROSSES WASH.  CROSS CATTLE GUARD AND
 CZ1801'WASH AND CONTINUE 1.8 MILES TO LARGE WASH.  (THIS POINT IS
 CZ1801'0.1 MILE BEFORE REACHING ENTRANCE TO BIDEGAIN RANCH.  THE
 CZ1801'STATION CAN BE SEEN FROM ROAD IN FRONT OF RANCH AND BEARS
 CZ1801'39 DEG MAGNETIC.) TURN RIGHT AND FOLLOW MAIN WASH 2.85
 CZ1801'MILES TO FORK IN WASH.  TAKE RIGHT FORK AND PROCEED 1.1
 CZ1801'MILES TO END OF TRUCK TRAVEL.  FROM HERE TAKE RIGHT FORK
 CZ1801'AND PACK UP WASH TO BASE OF MOUNTAIN, THENCE UP TO TOP OF
 CZ1801'MOUNTAIN AND STATION.
 CZ1801'
 CZ1801'STATION IS MARKED BY A STANDARD GEOLOGICAL SURVEY
 CZ1801'TRIANGULATION-STATION DISK, STAMPED BLANCA 1940, AND SET IN
 CZ1801'DRILL HOLE IN BEDROCK.  IT IS ABOUT 3-1/2 FEET W OF A 10-FOOT
 CZ1801'DROP-OFF.
 CZ1801'
 CZ1801'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CZ1801'STAMPED NO 1 1940, AND SET IN DRILL HOLE IN BEDROCK, 13.4 FEET
 CZ1801'FROM STATION S 86 DEG 35 MIN W.
 CZ1801'
 CZ1801'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CZ1801'STAMPED NO 2 1940, AND SET IN DRILL HOLE IN BEDROCK, 16.65
 CZ1801'FEET FROM STATION S 48 DEG 02 MIN E.
 CZ1801'
 CZ1801'THIS PARTY SET A NEW MARK, REFERENCE MARK 3.  IT IS A STANDARD
 CZ1801'REFERENCE DISK, STAMPED BLANCA USGS NO 3 1946, AND SET IN
 CZ1801'DRILL HOLE IN BEDROCK.  IT IS ABOUT 11 FEET S OF THE STATION.
 CZ1801'
 CZ1801'THE AZIMUTH MARK IS 3/4 MILE SW OF THE STATION, ON A ROUND
 CZ1801'HILL 100 YARDS TO RIGHT FROM FORK IN WASH AT END OF TRUCK
 CZ1801'TRAVEL.  A BOARD IN A TREE 15 YARDS FROM WASH POINTS TO MARK.
 CZ1801'A WITNESS POST IS SET AT MARK.  MARKED BY STANDARD AZIMUTH
 CZ1801'MARK, STAMPED BLANCA USGS 1946, AND SET IN DRILL HOLE IN
 CZ1801'BEDROCK.
 CZ1801'
 CZ1801'NOT OCCUPIED.
 CZ1801
 CZ1801                          STATION RECOVERY (1947)
 CZ1801
 CZ1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1801'STATION LOCATED ABOUT 23 MILES AIRLINE NORTH OF BENSON,
 CZ1801'13 MILES AIRLINE SOUTHEAST OF REDINGTON, 5 MILES EAST OF SAN
 CZ1801'PEDRO RIVER, ON THE MOST SOUTHERNLY AND HIGHEST PEAK OF THE
 CZ1801'MOUNTAIN KNOWN AS SIERRA BLANCA, 3-1/2 FEET WEST OF A 10 FOOT
 CZ1801'DROP OF RIM, SET FLUSH, AND STAMPED--BLANCA 1940 4351 FEET.
 CZ1801'STATION MARK IS A USGS TRIANGULATION DISK SET IN A DRILL HOLE
 CZ1801'IN BEDROCK.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 CZ1801'A USGS MARK SET IN DRILL HOLE IN BEDROCK, PROJECTING 6 INCHES,
 CZ1801'AND STAMPED--NO 1 1940.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN STATION,
 CZ1801'A USGS MARK SET IN A DRILL HOLE IN BEDROCK, PROJECTING 2
 CZ1801'FEET, AND STAMPED--NO 2 1940.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 3 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1801'STATION, PROJECTS 3 FEET, AND STAMPED--BLANCA USGS NO 3 1946.
 CZ1801'
 CZ1801'TRIANGULATION STATION CASCA 1947 USED AS AZIMUTH.
 CZ1801'
 CZ1801'TO REACH FROM POST OFFICE IN BENSON, GO EAST ON STATE
 CZ1801'HIGHWAY 86 FOR 1.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 CZ1801'FOLLOW MACADAM ROAD FOR 3.0 MILES TO STORE AND POST OFFICE
 CZ1801'IN POMERENE.  TURN LEFT AND GO 0.25 MILE TO FORK.  TURN RIGHT
 CZ1801'AND GO 17.2 MILES TO SIDE ROAD RIGHT AND SIGN WILLCOX 32.
 CZ1801'CONTINUE STRAIGHT AHEAD FOR 4.8 MILES TO A CATTLE GUARD JUST
 CZ1801'BEFORE ROAD CROSSES A WASH.  CONTINUE STRAIGHT AHEAD FOR 1.8
 CZ1801'MILE TO A LARGE WASH.  (THIS POINT IS 0.1 MILE BEFORE REACHING
 CZ1801'ENTRANCE TO BIDEGAIN RANCH) TURN RIGHT AND FOLLOW UP WASH FOR
 CZ1801'2.85 MILES TO FORK IN WASH.  TAKE RIGHT FORK AND GO 1.1 MILE
 CZ1801'TO END OF TRUCK TRAVEL.  FROM HERE PACK UP WASH TO POINT
 CZ1801'JUST BEFORE A SMALL WASH COMES IN AND STATION CAN BE SEEN TO
 CZ1801'NORTH.  LEAVE WASH AND PACK AROUND HILL, KEEPING JUST TO LEFT
 CZ1801'OF SMALL WASH, TO TOP OF RIDGE.  THENCE RIGHT UP RIDGE TO
 CZ1801'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE
 CZ1801'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0389 ***********************************************************************
 GQ0389  DESIGNATION -  BLANCO
 GQ0389  PID         -  GQ0389
 GQ0389  STATE/COUNTY-  AZ/MOHAVE
 GQ0389  USGS QUAD   -  SNAP DRAW (1971)
 GQ0389
 GQ0389                         *CURRENT SURVEY CONTROL
 GQ0389  ___________________________________________________________________
 GQ0389* NAD 83(1992)-  36 14 25.53390(N)    113 44 08.64921(W)     ADJUSTED  
 GQ0389* NAVD 88     -      1960.6    (meters)    6432.     (feet)  VERTCON   
 GQ0389  ___________________________________________________________________
 GQ0389  LAPLACE CORR-          14.67  (seconds)                    DEFLEC99
 GQ0389  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 GQ0389
 GQ0389  HORZ ORDER  -  THIRD
 GQ0389
 GQ0389.The horizontal coordinates were established by classical geodetic methods
 GQ0389.and adjusted by the National Geodetic Survey in August 1993..
 GQ0389
 GQ0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0389
 GQ0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0389
 GQ0389.The geoid height was determined by GEOID03.
 GQ0389
 GQ0389;                    North         East     Units Scale Factor Converg.
 GQ0389;SPC AZ W     -   581,207.666   214,642.104   MT  0.99993335   +0 00 30.4
 GQ0389;SPC AZ W     - 1,906,849.30    704,206.38   iFT  0.99993335   +0 00 30.4
 GQ0389;UTM  12      - 4,014,087.017   254,156.852   MT  1.00034474   -1 37 05.2
 GQ0389
 GQ0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0389!SPC AZ W     -   0.99969633  x   0.99993335  =   0.99962970
 GQ0389!UTM  12      -   0.99969633  x   1.00034474  =   1.00004097
 GQ0389
 GQ0389|---------------------------------------------------------------------|
 GQ0389| PID    Reference Object                     Distance      Geod. Az  |
 GQ0389|                                                           dddmmss.s |
 GQ0389| CH2754 BLANCO RM 1                           3.723 METERS 08113     |
 GQ0389| CH2753 BLANCO AZ MK                                       1602444.7 |
 GQ0389| CH2755 BLANCO RM 2                           5.327 METERS 35444     |
 GQ0389|---------------------------------------------------------------------|
 GQ0389
 GQ0389                          SUPERSEDED SURVEY CONTROL
 GQ0389
 GQ0389  NAD 83(1986)-  36 14 25.52648(N)    113 44 08.64763(W) AD(       ) 3
 GQ0389  NAD 27      -  36 14 25.57700(N)    113 44 05.83200(W) AD(       ) 3
 GQ0389  NGVD 29 (07/19/86) 1959.7    (m)         6429.     (f) VERT ANG       
 GQ0389
 GQ0389.Superseded values are not recommended for survey control.
 GQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0389.See file dsdata.txt to determine how the superseded data were derived.
 GQ0389
 GQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5415714087(NAD 83)
 GQ0389_MARKER: DS = TRIANGULATION STATION DISK
 GQ0389_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0389_SP_SET: PARTIALLY EXPOSED BEDROCK
 GQ0389
 GQ0389  HISTORY     - Date     Condition        Report By
 GQ0389  HISTORY     - 1953     MONUMENTED       CGS
 GQ0389
 GQ0389                          STATION DESCRIPTION
 GQ0389
 GQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0389'THE STATION IS ABOUT 37 MILES SOUTH-SOUTHWEST OF WOLF HOLE,
 GQ0389'16 MILES NORTHEAST OF MT. DELLENBAUGH, 13 MILES EAST OF THE
 GQ0389'GRAND WASH SECTION OF LAKE MEAD AND 12 MILES WEST OF WARING
 GQ0389'RANCH.  IT IS ON A HILL ALONG THE RIM OF CLIFFS AT THE WEST
 GQ0389'EDGE OF SHIVWITS PLATEAU AND IS JUST NORTH OF SNAP CANYON.
 GQ0389'AS VIEWED FROM THE EAST IT IS ON THE SOUTHERLY, HIGHEST AND
 GQ0389'MOST ROUNDED SUMMIT OF A PROMINENT RANGE OF LIGHT-COLORED,
 GQ0389'BALD HILLS.
 GQ0389'
 GQ0389'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0389'GO EAST FOR 0.7 MILE TO THE STREET INTERSECTION AT THE NORTHEAST
 GQ0389'CORNER OF THE CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST
 GQ0389'FOR 2.1 MILES TO A FORK AT THE SOUTH END OF THE BRIDGE OVER
 GQ0389'THE VIRGIN RIVER.  TAKE THE RIGHT FORK AND CONTINUE 1.4 MILES
 GQ0389'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 1.4
 GQ0389'MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GQ0389'ROAD SOUTH FOR 23.1 MILES TO THE CABIN AND CORRAL ON THE
 GQ0389'RIGHT KNOWN AS WOLF HOLE.  CONTINUE SOUTHEASTERLY ON THE
 GQ0389'MAIN ROAD, TOWARD MT. TRUMBULL VILLAGE, FOR 18.7 MILES TO A
 GQ0389'FORK, 0.3 MILE AFTER PASSING AN OLD CHIMNEY ON THE RIGHT.
 GQ0389'TAKE THE RIGHT FORK SOUTH-SOUTHWEST FOR 2.3 MILES TO A
 GQ0389'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWESTERLY ON THE
 GQ0389'MAIN ROAD FOR 15.2 MILES TO A FORK ON THE SUMMIT OF A
 GQ0389'MESA.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN ROAD WEST,
 GQ0389'SOUTHWEST AND SOUTHEAST FOR 12.7 MILES TO A WIRE GATE
 GQ0389'WHICH IS ABOUT 1/2 MILE TO THE WEST OF THE WARING RANCH
 GQ0389'BUILDINGS.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.8 MILE
 GQ0389'TO A CATTLE GUARD.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.6
 GQ0389'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 GQ0389'THE MAIN ROAD WESTERLY FOR 3.1 MILES TO A FORK.  TAKE THE
 GQ0389'RIGHT FORK AND FOLLOW THE ROAD NORTHWEST AND NORTH FOR
 GQ0389'1.2 MILES TO A FORK ON THE CREST OF A RIDGE (ABOUT 0.1
 GQ0389'MILE SOUTHWEST OF A CABIN).  TAKE THE LEFT FORK AND FOLLOW
 GQ0389'THE ROAD DOWN-GRADE FOR 1.0 MILE TO A ROAD FORK AND THE
 GQ0389'FORKS OF A WASH.  TURN SHARPLY LEFT, ACROSS WASH, AND FOLLOW
 GQ0389'THE OLD ROAD UP THE DRAW, SOUTHWEST AND WEST, FOR 1.4 MILES
 GQ0389'TO THE SUMMIT OF A HILL AND AN OLD SHEEP CAMP.  AT A
 GQ0389'TRIMMED JUNIPER TREE TAKE THE LEFT FORK AND FOLLOW THE OLD
 GQ0389'ROAD WESTERLY, DOWN-GRADE AND ACROSS TWO WASHES, FOR
 GQ0389'1.8 MILES TO THE CREST OF THE RIDGE ABOUT 0.1 MILE SOUTH
 GQ0389'OF A SQUARE-TOPPED BUTTE.  (FROM THE BUTTE THE STATION SUMMIT
 GQ0389'IS VISIBLE ONLY A FEW MILES TO THE WEST.) BEAR LEFT AND
 GQ0389'FOLLOW THE DIM ROAD SOUTH ALONG THE CREST OF THE RIDGE FOR
 GQ0389'0.7 MILE TO AN OLD SHEEP CAMP SITE.  TURN RIGHT AND GO
 GQ0389'DOWN-GRADE, CROSSING DRAW, THEN WESTERLY UP-HILL FOR 1.0 MILE TO
 GQ0389'A DIM FORK.  TAKE THE LEFT FORK, SOUTHWEST, FOR 0.1 MILE
 GQ0389'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH-SOUTHWEST
 GQ0389'ON THE DIM ROAD FOR 0.1 MILE TO A SLIGHT SADDLE NEAR THE
 GQ0389'EDGE OF THE RIM.  BEAR TO THE LEFT AND FOLLOW THE RIM ROAD
 GQ0389'SOUTHEAST AND SOUTH, WINDING THROUGH TREES, FOR 1.9 MILES TO
 GQ0389'A T-INTERSECTION.  TAKE THE LEFT FORK AND CONTINUE ON THE
 GQ0389'MAIN ROAD TRACKS SOUTHERLY FOR 1.1 MILES TO A DIM FORK
 GQ0389'ON THE RIGHT.  TAKE THE RIGHT FORK, SOUTHWEST, FOR 0.2 MILE
 GQ0389'TO A DIM FORK AND A BLAZED TREE ON THE RIGHT.  TURN
 GQ0389'RIGHT AND FOLLOW THE FADING TRACKS NORTH-NORTHWEST ALONG
 GQ0389'THE CREST OF THE RIM FOR 2.7 MILES TO A ROCKY POINT OF
 GQ0389'THE RIM, THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 GQ0389'FROM THE AZIMUTH MARK PACK NORTHWEST ACROSS THE SADDLE
 GQ0389'AND ALONG THE RIM FOR ABOUT 3/4 MILE TO THE HIGHEST POINT
 GQ0389'AND THE STATION.
 GQ0389'
 GQ0389'NOTE--ONLY A 4-WHEEL DRIVE VEHICLE SHOULD BE USED FOR REACHING
 GQ0389'THE STATION.
 GQ0389'
 GQ0389'THE STATION MARK IS STAMPED BLANCO 1953.  IT IS A STANDARD
 GQ0389'DISK SET FLUSH WITH THE SURFACE IN THE BARE BEDROCK OF THE
 GQ0389'SUMMIT.
 GQ0389'
 GQ0389'REFERENCE MARK 1 IS STAMPED BLANCO NO 1 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.
 GQ0389'
 GQ0389'REFERENCE MARK 2 IS STAMPED BLANCO NO 2 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.
 GQ0389'
 GQ0389'THE AZIMUTH MARK IS STAMPED BLANCO 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN THE BEDROCK OUTCROP ON THE POINT OF THE RIDGE
 GQ0389'TO THE SOUTHEAST OF THE STATION.  IT IS 10 FEET NORTHEAST
 GQ0389'OF THE EDGE OF THE RIM AND 3 FEET NORTHWEST OF A WHITE WITNESS
 GQ0389'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1478 ***********************************************************************
 DA1478  DESIGNATION -  BLANCO
 DA1478  PID         -  DA1478
 DA1478  STATE/COUNTY-  AZ/PIMA
 DA1478  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA1478
 DA1478                         *CURRENT SURVEY CONTROL
 DA1478  ___________________________________________________________________
 DA1478* NAD 83(1992)-  32 09 46.53113(N)    112 15 28.09995(W)     ADJUSTED  
 DA1478* NAVD 88     -       836.3    (meters)    2744.     (feet)  VERTCON   
 DA1478  ___________________________________________________________________
 DA1478  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DA1478  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DA1478
 DA1478  HORZ ORDER  -  FIRST
 DA1478
 DA1478.The horizontal coordinates were established by classical geodetic methods
 DA1478.and adjusted by the National Geodetic Survey in August 1993..
 DA1478
 DA1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1478
 DA1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1478
 DA1478.The geoid height was determined by GEOID03.
 DA1478
 DA1478;                    North         East     Units Scale Factor Converg.
 DA1478;SPC AZ C     -   128,982.706   181,184.983   MT  0.99991276   -0 10 53.8
 DA1478;SPC AZ C     -   423,171.61    594,438.92   iFT  0.99991276   -0 10 53.8
 DA1478;UTM  12      - 3,559,188.023   381,399.950   MT  0.99977346   -0 40 10.7
 DA1478
 DA1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1478!SPC AZ C     -   0.99987357  x   0.99991276  =   0.99978634
 DA1478!UTM  12      -   0.99987357  x   0.99977346  =   0.99964706
 DA1478
 DA1478:                Primary Azimuth Mark                     Grid Az
 DA1478:SPC AZ C     -  K 37                                     006 36 47.9
 DA1478:UTM  12      -  K 37                                     007 06 04.8
 DA1478
 DA1478|---------------------------------------------------------------------|
 DA1478| PID    Reference Object                     Distance      Geod. Az  |
 DA1478|                                                           dddmmss.s |
 DA1478| DA0210 K 37                                               0062554.1 |
 DA1478| CH4388 BLANCO RM 2                           4.350 METERS 02833     |
 DA1478| CH4387 BLANCO RM 1                           6.397 METERS 29154     |
 DA1478|---------------------------------------------------------------------|
 DA1478
 DA1478                          SUPERSEDED SURVEY CONTROL
 DA1478
 DA1478  NAD 83(1986)-  32 09 46.52372(N)    112 15 28.10168(W) AD(       ) 1
 DA1478  NAD 27      -  32 09 46.28100(N)    112 15 25.61600(W) AD(       ) 1
 DA1478  NGVD 29 (07/19/86)  835.6    (m)         2741.     (f) VERT ANG       
 DA1478
 DA1478.Superseded values are not recommended for survey control.
 DA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1478.See file dsdata.txt to determine how the superseded data were derived.
 DA1478
 DA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8140059188(NAD 83)
 DA1478_MARKER: DS = TRIANGULATION STATION DISK
 DA1478_SETTING: 66 = SET IN ROCK OUTCROP
 DA1478
 DA1478  HISTORY     - Date     Condition        Report By
 DA1478  HISTORY     - 1935     MONUMENTED       CGS
 DA1478  HISTORY     - 1978     GOOD             AZDT
 DA1478
 DA1478                          STATION DESCRIPTION
 DA1478
 DA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1478'ON AN ISOLATED LAVA BUTTE, 9 MILES, AIR LINE, NORTH OF PISINEMO
 DA1478'AND APPROXIMATELY THREE-FOURTHS MILE SOUTH FROM THE AJO-SELLS
 DA1478'ROAD AT ITS NEAREST POINT.  MARKED BY A STANDARD BRONZE DISK.
 DA1478'REFERENCE MARK NO. 1, A STANDARD
 DA1478'BRONZE REFERENCE DISK, IS 6.432 METERS (21.10 FEET)
 DA1478'FROM STATION.  REFERENCE MARK NO. 2,
 DA1478'A STANDARD BRONZE REFERENCE DISK, IS 4.349 METERS
 DA1478'(14.27 FEET) FROM STATION.  AN
 DA1478'AZIMUTH MARK WAS SET IN 1936 (NO MARKING OR DISTANCE GIVEN),
 DA1478'AND IS N 06 DEG 26 MIN E.
 DA1478
 DA1478                          STATION RECOVERY (1978)
 DA1478
 DA1478'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DA1478'THE STATION, RM 1 AND RM 2 AND AZIMUTH MARK WERE RECOVERED AS
 DA1478'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT FOUND.
 DA1478'B.M. K-37 WAS USED AS NEW AZIMUTH MARK.
 DA1478'
 DA1478'TO REACH THE STATION FROM THE JUNCTION OF I.R. 15 AND S.R. 86 AT THE
 DA1478'QUIJOTOA TRADING POST, TRAVEL WESTERLY ON S.R. 86 FOR 9.38 MILES TO A
 DA1478'B.W. GATE AND DIRT ROAD ON THE LEFT.  PASS THROUGH GATE AND TRAVEL ON
 DA1478'DIRT ROAD FOR 1.0 MILES AND E.T.T.  STATION IS ON A MOUNTAIN ABOUT
 DA1478'0.5 MILES TO THE LEFT OF THE ROAD.  PACK EASTERLY TO THE HIGHEST POINT
 DA1478'AND STATION.  ABOUT A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1165 ***********************************************************************
 FS1165  DESIGNATION -  BLAST
 FS1165  PID         -  FS1165
 FS1165  STATE/COUNTY-  AZ/MOHAVE
 FS1165  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS1165
 FS1165                         *CURRENT SURVEY CONTROL
 FS1165  ___________________________________________________________________
 FS1165* NAD 83(1992)-  35 59 53.24298(N)    114 38 32.23616(W)     ADJUSTED  
 FS1165* NAVD 88     -      1661.     (meters)    5449.     (feet)  SCALED    
 FS1165  ___________________________________________________________________
 FS1165  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 FS1165  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS1165
 FS1165  HORZ ORDER  -  THIRD
 FS1165
 FS1165.The horizontal coordinates were established by classical geodetic methods
 FS1165.and adjusted by the National Geodetic Survey in August 1993..
 FS1165
 FS1165.The orthometric height was scaled from a topographic map.
 FS1165
 FS1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1165
 FS1165.The geoid height was determined by GEOID03.
 FS1165
 FS1165;                    North         East     Units Scale Factor Converg.
 FS1165;SPC AZ W     -   554,691.335   132,910.482   MT  1.00001305   -0 31 28.1
 FS1165;SPC AZ W     - 1,819,853.46    436,058.01   iFT  1.00001305   -0 31 28.1
 FS1165;SPC NV E     - 8,138,871.767   284,842.849   MT  0.99998867   +0 33 11.3
 FS1165;SPC NV E     -26,702,281.79    934,521.91   sFT  0.99998867   +0 33 11.3
 FS1165;UTM  11      - 3,986,311.125   712,518.728   MT  1.00015654   +1 23 10.6
 FS1165
 FS1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1165!SPC AZ W     -   0.99974381  x   1.00001305  =   0.99975685
 FS1165!SPC NV E     -   0.99974381  x   0.99998867  =   0.99973248
 FS1165!UTM  11      -   0.99974381  x   1.00015654  =   0.99990031
 FS1165
 FS1165:                Primary Azimuth Mark                     Grid Az
 FS1165:SPC AZ W     -  PROM                                     292 30 54.7
 FS1165:SPC NV E     -  PROM                                     291 26 15.3
 FS1165:UTM  11      -  PROM                                     290 36 16.0
 FS1165
 FS1165|---------------------------------------------------------------------|
 FS1165| PID    Reference Object                     Distance      Geod. Az  |
 FS1165|                                                           dddmmss.s |
 FS1165| GR1846 PROM                                APPROX. 9.3 KM 2915926.6 |
 FS1165|---------------------------------------------------------------------|
 FS1165
 FS1165                          SUPERSEDED SURVEY CONTROL
 FS1165
 FS1165  NAD 83(1986)-  35 59 53.23090(N)    114 38 32.23012(W) AD(       ) 3
 FS1165  NAD 27      -  35 59 53.29200(N)    114 38 29.30900(W) AD(       ) 3
 FS1165
 FS1165.Superseded values are not recommended for survey control.
 FS1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1165.See file dsdata.txt to determine how the superseded data were derived.
 FS1165
 FS1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1251986311(NAD 83)
 FS1165_MARKER: Z = SEE DESCRIPTION
 FS1165_SETTING: 0 = UNSPECIFIED SETTING
 FS1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1165
 FS1165  HISTORY     - Date     Condition        Report By
 FS1165  HISTORY     - 1946     MONUMENTED       CGS
 FS1165
 FS1165                          STATION DESCRIPTION
 FS1165
 FS1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DSC)
 FS1165'FROM BOULDER DAM, FOLLOW U.S. 95, 5.2 MILES TO BIG WASH, CROSS
 FS1165'BRIDGE AND TURN SHARP RIGHT DOWN INTO WASH.  GO UNDER
 FS1165'BRIDGE AND GO UP WASH 3.5 MILES TO WHERE TRACK LEAVES WASH,
 FS1165'CONTINUE 0.5 MILE TO END OF TRUCK TRAVEL.  CONTINUE UP RIDGE
 FS1165'500 YARDS.
 FS1165'
 FS1165'TARGET SET IN RUBBLE LOOSENED BY BLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1574 ***********************************************************************
 DA1574  DESIGNATION -  BLIND
 DA1574  PID         -  DA1574
 DA1574  STATE/COUNTY-  AZ/MARICOPA
 DA1574  USGS QUAD   -  BLACK GAP (1986)
 DA1574
 DA1574                         *CURRENT SURVEY CONTROL
 DA1574  ___________________________________________________________________
 DA1574* NAD 83(1992)-  32 50 08.44394(N)    112 46 48.28419(W)     ADJUSTED  
 DA1574* NAVD 88     -       283.83   (+/-2cm)     931.2    (feet)  VERTCON   
 DA1574  ___________________________________________________________________
 DA1574  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DA1574  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DA1574
 DA1574  HORZ ORDER  -  SECOND
 DA1574  VERT ORDER  -  THIRD ? (See Below)
 DA1574
 DA1574.The horizontal coordinates were established by classical geodetic methods
 DA1574.and adjusted by the National Geodetic Survey in August 1993..
 DA1574
 DA1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1574.The vertical order pertains to the NGVD 29 superseded value.
 DA1574
 DA1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1574
 DA1574.The geoid height was determined by GEOID03.
 DA1574
 DA1574;                    North         East     Units Scale Factor Converg.
 DA1574;SPC AZ C     -   203,859.914   132,528.922   MT  0.99998054   -0 28 05.5
 DA1574;SPC AZ C     -   668,831.74    434,806.17   iFT  0.99998054   -0 28 05.5
 DA1574;UTM  12      - 3,634,474.142   333,393.754   MT  0.99994227   -0 57 55.6
 DA1574
 DA1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1574!SPC AZ C     -   0.99996034  x   0.99998054  =   0.99994088
 DA1574!UTM  12      -   0.99996034  x   0.99994227  =   0.99990261
 DA1574
 DA1574|---------------------------------------------------------------------|
 DA1574| PID    Reference Object                     Distance      Geod. Az  |
 DA1574|                                                           dddmmss.s |
 DA1574| CH4389 BLIND RM 1                           12.817 METERS 02445     |
 DA1574| DA1573 SORRY                               APPROX. 3.0 KM 0255440.3 |
 DA1574| DA1551 GILA BEND AFB WATER TANK            APPROX. 6.9 KM 0414305.1 |
 DA1574| CH4390 BLIND RM 2                           12.734 METERS 20439     |
 DA1574|---------------------------------------------------------------------|
 DA1574
 DA1574                          SUPERSEDED SURVEY CONTROL
 DA1574
 DA1574  NAD 83(1986)-  32 50 08.43743(N)    112 46 48.28958(W) AD(       ) 2
 DA1574  NAD 27      -  32 50 08.26356(N)    112 46 45.68919(W) AD(       ) 2
 DA1574  NGVD 29 (07/19/86)  283.22   (m)          929.2    (f) LEVELING    3  
 DA1574
 DA1574.Superseded values are not recommended for survey control.
 DA1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1574.See file dsdata.txt to determine how the superseded data were derived.
 DA1574
 DA1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3339434474(NAD 83)
 DA1574_MARKER: DD = SURVEY DISK
 DA1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1574+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1574
 DA1574  HISTORY     - Date     Condition        Report By
 DA1574  HISTORY     - 1975     MONUMENTED       AZDT
 DA1574  HISTORY     - 19970216 GOOD             USPSQD
 DA1574  HISTORY     - 20060128 GOOD             USPSQD
 DA1574  HISTORY     - 20060128 GOOD             USPSQD
 DA1574
 DA1574                          STATION DESCRIPTION
 DA1574
 DA1574'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1574'THE STATION IS LOCATED 8.4 MILES SOUTHWEST OF GILA BEND ALONG
 DA1574'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1574'
 DA1574'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED SORRY
 DA1574'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT PROJECTING
 DA1574'0.3 FEET.  THE STATION IS LOCATED 107 FEET WEST OF CENTERLINE OF
 DA1574'STATE ROUTE 85, 94 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 DA1574'110 FEET SOUTHEAST OF A UTILITY POLE 86 AND MARKED BY WITNESS
 DA1574'POST 2.7 FEET TO THE WEST.
 DA1574'
 DA1574'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DA1574'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN THE
 DA1574'WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 42.3 FEET NORTH
 DA1574'OF A WITNESS POST, 94 FEET EAST OF A RIGHT-OF-WAY FENCE AND 107
 DA1574'FEET WEST OF THE CENTERLINE OF HWY. 85.
 DA1574'
 DA1574'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DA1574'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN
 DA1574'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 41.6 FEET
 DA1574'SOUTH OF A WITNESS POST, 94 FEET EAST OF A RIGHT-OF-WAY FENCE AND
 DA1574'107 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1574'
 DA1574'TO REACH THE STATION FROM MARTIN AVE AND U.S. 80 IN GILA
 DA1574'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE ROUTE 85
 DA1574'TURNOFF.  TURN RIGHT AND FOLLOW THE RAMP UNDER THE I-8 OVERPASS,
 DA1574'CONTINUE SOUTHERLY ON STATE ROUTE 88 TO M.P. 8.75 (8.25 MILES) AND
 DA1574'THE STATION IN THE WEST RIGHT-OF-WAY.
 DA1574'
 DA1574'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1574
 DA1574                          STATION RECOVERY (1997)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1574'RECOVERED IN GOOD CONDITION.
 DA1574
 DA1574                          STATION RECOVERY (2006)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1574'RECOVERED AS DESCRIBED.
 DA1574
 DA1574                          STATION RECOVERY (2006)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1574'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0605 ***********************************************************************
 ES0605  DESIGNATION -  BLISS
 ES0605  PID         -  ES0605
 ES0605  STATE/COUNTY-  AZ/YAVAPAI
 ES0605  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0605
 ES0605                         *CURRENT SURVEY CONTROL
 ES0605  ___________________________________________________________________
 ES0605* NAD 83(1992)-  34 30 42.99055(N)    111 59 34.54165(W)     ADJUSTED  
 ES0605* NAVD 88     -      1373.16   (+/-2cm)    4505.1    (feet)  VERTCON   
 ES0605  ___________________________________________________________________
 ES0605  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 ES0605  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0605
 ES0605  HORZ ORDER  -  SECOND
 ES0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0605
 ES0605.The horizontal coordinates were established by classical geodetic methods
 ES0605.and adjusted by the National Geodetic Survey in August 1993..
 ES0605
 ES0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0605.The vertical order pertains to the NGVD 29 superseded value.
 ES0605
 ES0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0605
 ES0605.The geoid height was determined by GEOID03.
 ES0605
 ES0605;                    North         East     Units Scale Factor Converg.
 ES0605;SPC AZ C     -   389,438.992   206,357.837   MT  0.99990060   -0 02 35.5
 ES0605;SPC AZ C     - 1,277,686.98    677,027.02   iFT  0.99990060   -0 02 35.5
 ES0605;UTM  12      - 3,819,368.922   408,857.318   MT  0.99970239   -0 33 45.4
 ES0605
 ES0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0605!SPC AZ C     -   0.99978858  x   0.99990060  =   0.99968920
 ES0605!UTM  12      -   0.99978858  x   0.99970239  =   0.99949104
 ES0605
 ES0605|---------------------------------------------------------------------|
 ES0605| PID    Reference Object                     Distance      Geod. Az  |
 ES0605|                                                           dddmmss.s |
 ES0605| ES0604 BLISS RM 1                            8.772 METERS 09726     |
 ES0605| ES0606 BLISS RM 2                            9.027 METERS 19441     |
 ES0605| ET0861 RACETRACK                           APPROX. 5.7 KM 2783957.7 |
 ES0605|---------------------------------------------------------------------|
 ES0605
 ES0605                          SUPERSEDED SURVEY CONTROL
 ES0605
 ES0605  NAD 83(1986)-  34 30 42.98564(N)    111 59 34.53970(W) AD(       ) 2
 ES0605  NAD 27      -  34 30 42.89010(N)    111 59 31.98140(W) AD(       ) 2
 ES0605  NGVD 29 (??/??/92) 1372.346  (m)         4502.44   (f) ADJ UNCH    2 0
 ES0605
 ES0605.Superseded values are not recommended for survey control.
 ES0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0605.See file dsdata.txt to determine how the superseded data were derived.
 ES0605
 ES0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0885719369(NAD 83)
 ES0605_MARKER: DS = TRIANGULATION STATION DISK
 ES0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0605_STAMPING: BLISS 1959
 ES0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0605+STABILITY: SURFACE MOTION
 ES0605
 ES0605  HISTORY     - Date     Condition        Report By
 ES0605  HISTORY     - 1959     MONUMENTED       CGS
 ES0605  HISTORY     - 1959     GOOD             CGS
 ES0605  HISTORY     - 1980     GOOD             AZDT
 ES0605
 ES0605                          STATION DESCRIPTION
 ES0605
 ES0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0605'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CAMP VERDE,
 ES0605'0.25 MILE NORTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK AND ON THE
 ES0605'WEST END OF A LOW BRUSHY RIDGE.
 ES0605'
 ES0605'TO REACH THE STATION FROM THE POST OFFICE AT CAMP VERDE, GO SOUTH
 ES0605'AND WEST ON A BLACK TOPPED ROAD FOR 3.0 MILES TO THE INTERSECTION
 ES0605'OF STATE HIGHWAY 79.  TURN LEFT, GO SOUTHWEST ON STATE HIGHWAY
 ES0605'79 FOR 7.2 MILES TO A CROSSROAD WITH STOCK GUARDS ON EACH SIDE OF
 ES0605'THE HIGHWAY.  TURN LEFT, EAST, AND FOLLOW THE BLADED ROAD 0.1
 ES0605'MILE.  TURN LEFT, NORTH, ACROSS COUNTRY FOR 0.1 MILE TO THE
 ES0605'STATION.
 ES0605'
 ES0605'THE STATION MARK, STAMPED BLISS 1959, IS A STANDARD DISK SET IN
 ES0605'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ES0605'GROUND.  IT IS 280 FEET EAST OF THE CENTER OF STATE HIGHWAY 79
 ES0605'AND 3.3 FEET EAST OF A WITNESS SIGN POST.
 ES0605'
 ES0605'REFERENCE MARK NO. 1, STAMPED BLISS NO 1 1959, IS A STANDARD
 ES0605'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 ES0605'PROJECTS ABOUT 2 INCHES AND IS 32.0 FEET EAST OF A WITNESS SIGN
 ES0605'POST.
 ES0605'
 ES0605'REFERENCE MARK NO 2, STAMPED BLISS NO 2 1959, IS A STANDARD DISK
 ES0605'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 ES0605'ABOUT 2 INCHES.  IT IS 31.0 FEET SOUTHEAST OF A WITNESS SIGN POST
 ES0605'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ES0605'
 ES0605'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.9 FEET.
 ES0605'
 ES0605'TRIANGULATION STATION HANCE CAN BE USED FOR THE AZIMUTH MARK.
 ES0605'(SEE DESCRIPTION THEREOF.)
 ES0605
 ES0605                          STATION RECOVERY (1959)
 ES0605
 ES0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0605'10.0 MI SW FROM CAMP VERDE.
 ES0605'3.0 MILES SOUTHWEST ON THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0605'OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0605'ABOUT 0.35 MILE NORTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK, 280
 ES0605'FEET EAST OF THE HIGHWAY, 3.3 FEET EAST OF THE WITNESS POST, SET IN
 ES0605'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH.
 ES0605
 ES0605                          STATION RECOVERY (1980)
 ES0605
 ES0605'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES0605'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ES0605'DESCRIBED IN 1959.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0605'
 ES0605'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY WHICH IS AT THE
 ES0605'JUNCTION OF STATE ROUTES 69 AND 169, TRAVEL EAST ALONG SR 169 FOR 15
 ES0605'MILES TO INTERSTATE HIGHWAY 17 AND CHERRY ROAD INTERCHANGE.  THE
 ES0605'STATION IS ON SMALL HILL ABOUT 300 FEET SOUTHEAST OF THE INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0604 ***********************************************************************
 ES0604  DESIGNATION -  BLISS RM 1
 ES0604  PID         -  ES0604
 ES0604  STATE/COUNTY-  AZ/YAVAPAI
 ES0604  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0604
 ES0604                         *CURRENT SURVEY CONTROL
 ES0604  ___________________________________________________________________
 ES0604* NAD 83(1986)-  34 30 42.     (N)    111 59 34.     (W)     SCALED    
 ES0604* NAVD 88     -      1373.09   (+/-2cm)    4504.9    (feet)  VERTCON   
 ES0604  ___________________________________________________________________
 ES0604  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0604
 ES0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0604
 ES0604.The horizontal coordinates were scaled from a topographic map and have
 ES0604.an estimated accuracy of +/- 6 seconds.
 ES0604
 ES0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0604.The vertical order pertains to the NGVD 29 superseded value.
 ES0604
 ES0604.The geoid height was determined by GEOID03.
 ES0604
 ES0604;                    North         East    Units  Estimated Accuracy
 ES0604;SPC AZ C     -   389,410.      206,370.      MT  (+/- 180 meters Scaled)
 ES0604
 ES0604                          SUPERSEDED SURVEY CONTROL
 ES0604
 ES0604  NGVD 29 (??/??/92) 1372.268  (m)         4502.18   (f) ADJ UNCH    2 0
 ES0604
 ES0604.Superseded values are not recommended for survey control.
 ES0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0604.See file dsdata.txt to determine how the superseded data were derived.
 ES0604
 ES0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD088193(NAD 83)
 ES0604_MARKER: DR = REFERENCE MARK DISK
 ES0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0604_STAMPING: BLISS NO 1 1959
 ES0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0604+STABILITY: SURFACE MOTION
 ES0604
 ES0604  HISTORY     - Date     Condition        Report By
 ES0604  HISTORY     - 1959     MONUMENTED       CGS
 ES0604
 ES0604                          STATION DESCRIPTION
 ES0604
 ES0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0604'10.0 MI SW FROM CAMP VERDE.
 ES0604'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE
 ES0604'POST OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY
 ES0604'79, 32.0 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 ES0604'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0606 ***********************************************************************
 ES0606  DESIGNATION -  BLISS RM 2
 ES0606  PID         -  ES0606
 ES0606  STATE/COUNTY-  AZ/YAVAPAI
 ES0606  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0606
 ES0606                         *CURRENT SURVEY CONTROL
 ES0606  ___________________________________________________________________
 ES0606* NAD 83(1986)-  34 30 42.     (N)    111 59 34.     (W)     SCALED    
 ES0606* NAVD 88     -      1372.75   (+/-2cm)    4503.8    (feet)  VERTCON   
 ES0606  ___________________________________________________________________
 ES0606  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0606
 ES0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0606
 ES0606.The horizontal coordinates were scaled from a topographic map and have
 ES0606.an estimated accuracy of +/- 6 seconds.
 ES0606
 ES0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0606.The vertical order pertains to the NGVD 29 superseded value.
 ES0606
 ES0606.The geoid height was determined by GEOID03.
 ES0606
 ES0606;                    North         East    Units  Estimated Accuracy
 ES0606;SPC AZ C     -   389,410.      206,370.      MT  (+/- 180 meters Scaled)
 ES0606
 ES0606                          SUPERSEDED SURVEY CONTROL
 ES0606
 ES0606  NGVD 29 (??/??/92) 1371.936  (m)         4501.09   (f) ADJ UNCH    2 0
 ES0606
 ES0606.Superseded values are not recommended for survey control.
 ES0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0606.See file dsdata.txt to determine how the superseded data were derived.
 ES0606
 ES0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD088193(NAD 83)
 ES0606_MARKER: DR = REFERENCE MARK DISK
 ES0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0606_STAMPING: BLISS NO 2 1959
 ES0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0606+STABILITY: SURFACE MOTION
 ES0606
 ES0606  HISTORY     - Date     Condition        Report By
 ES0606  HISTORY     - 1959     MONUMENTED       CGS
 ES0606
 ES0606                          STATION DESCRIPTION
 ES0606
 ES0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0606'10.0 MI SW FROM CAMP VERDE.
 ES0606'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0606'OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0606'31 FEET SOUTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 ES0606'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0900 ***********************************************************************
 DW0900  DESIGNATION -  BLOCKAROCK
 DW0900  PID         -  DW0900
 DW0900  STATE/COUNTY-  AZ/LA PAZ
 DW0900  USGS QUAD   -  POSTON (1970)
 DW0900
 DW0900                         *CURRENT SURVEY CONTROL
 DW0900  ___________________________________________________________________
 DW0900* NAD 83(1992)-  33 53 13.31509(N)    114 24 53.91145(W)     ADJUSTED  
 DW0900* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 DW0900  ___________________________________________________________________
 DW0900  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DW0900  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0900
 DW0900  HORZ ORDER  -  FIRST
 DW0900
 DW0900.The horizontal coordinates were established by classical geodetic methods
 DW0900.and adjusted by the National Geodetic Survey in June 1998..
 DW0900
 DW0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0900
 DW0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0900
 DW0900.The geoid height was determined by GEOID03.
 DW0900
 DW0900;                    North         East     Units Scale Factor Converg.
 DW0900;SPC AZ W     -   320,334.232   151,848.759   MT  0.99997996   -0 22 14.8
 DW0900;SPC AZ W     - 1,050,965.33    498,191.47   iFT  0.99997996   -0 22 14.8
 DW0900;SPC CA 6     -   692,291.887 2,169,743.784   MT  1.00000062   +1 00 30.2
 DW0900;SPC CA 6     - 2,271,294.30  7,118,567.73   sFT  1.00000062   +1 00 30.2
 DW0900;UTM  11      - 3,752,638.573   739,067.889   MT  1.00030462   +1 26 31.1
 DW0900
 DW0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0900!SPC AZ W     -   0.99998701  x   0.99997996  =   0.99996697
 DW0900!SPC CA 6     -   0.99998701  x   1.00000062  =   0.99998763
 DW0900!UTM  11      -   0.99998701  x   1.00030462  =   1.00029163
 DW0900
 DW0900:                Primary Azimuth Mark                     Grid Az
 DW0900:SPC AZ W     -  TYSON                                    172 23 14.9
 DW0900:SPC CA 6     -  TYSON                                    171 00 29.9
 DW0900:UTM  11      -  TYSON                                    170 34 29.0
 DW0900
 DW0900|---------------------------------------------------------------------|
 DW0900| PID    Reference Object                     Distance      Geod. Az  |
 DW0900|                                                           dddmmss.s |
 DW0900| DW0899 TYSON                               APPROX.10.0 KM 1720100.1 |
 DW0900| CE9811 BLOCKAROCK RM 2                      15.730 METERS 21225     |
 DW0900| CE9810 BLOCKAROCK RM 1                      14.015 METERS 31125     |
 DW0900|---------------------------------------------------------------------|
 DW0900
 DW0900                          SUPERSEDED SURVEY CONTROL
 DW0900
 DW0900  NAD 83(1992)-  33 53 13.31509(N)    114 24 53.91145(W) AD(       ) 1
 DW0900  NAD 83(1986)-  33 53 13.31509(N)    114 24 53.91591(W) AD(       ) 1
 DW0900  NAD 27      -  33 53 13.24900(N)    114 24 51.08200(W) AD(       ) 1
 DW0900  NGVD 29 (07/19/86)  114.0    (m)          374.     (f) VERT ANG       
 DW0900
 DW0900.Superseded values are not recommended for survey control.
 DW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0900.See file dsdata.txt to determine how the superseded data were derived.
 DW0900
 DW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3906852639(NAD 83)
 DW0900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0900_SETTING: 66 = SET IN ROCK OUTCROP
 DW0900_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0900+STABILITY: POSITION/ELEVATION WELL
 DW0900
 DW0900  HISTORY     - Date     Condition        Report By
 DW0900  HISTORY     - 1935     MONUMENTED       CGS
 DW0900  HISTORY     - 1947     GOOD             USGS
 DW0900  HISTORY     - 1954     GOOD             USGS
 DW0900
 DW0900                          STATION DESCRIPTION
 DW0900
 DW0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0900'STATION IS LOCATED ON THE WESTERN AND HIGHEST OF A GROUP OF
 DW0900'SMALL BUTTES JUST W OF THE RIM OF THE MESA E OF THE COLORADO
 DW0900'RIVER VALLEY.  IT IS ABOUT 19 MILES AIR LINE SSW OF PARKER,
 DW0900'23 MILES NE OF BLYTHE AND 7 MILES E OF THE COLORADO RIVER.
 DW0900'
 DW0900'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0900'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0900'
 DW0900'TO REACH THE STATION FROM PARKER, GO S ON THE BOUSE-QUARTZITE
 DW0900'ROAD 4.3 MILES.  KEEP STRAIGHT AHEAD AT CROSSROADS AND GO
 DW0900'0.5 MILE.  TAKE LEFT FORK AND GO 7.9 MILES, TAKE LEFT FORK
 DW0900'0.5 MILE, TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD.
 DW0900'CONTINUE STRAIGHT AHEAD 5.5 MILES, TURN RIGHT OFF THE ROAD
 DW0900'AND GO 0.2 MILE CIRCLING TO THE N END OF THE BUTTE THEN TURN
 DW0900'S ON THE RIDGE AND GO 0.1 MILE TO THE STATION.
 DW0900
 DW0900                          STATION RECOVERY (1947)
 DW0900
 DW0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DW0900'RECOVERED IN GOOD CONDITION.
 DW0900
 DW0900                          STATION RECOVERY (1954)
 DW0900
 DW0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0445 ***********************************************************************
 ES0445  DESIGNATION -  BLOODY RM 1
 ES0445  PID         -  ES0445
 ES0445  STATE/COUNTY-  AZ/YAVAPAI
 ES0445  USGS QUAD   -  BLOODY BASIN (1967)
 ES0445
 ES0445                         *CURRENT SURVEY CONTROL
 ES0445  ___________________________________________________________________
 ES0445* NAD 83(1992)-  34 09 20.46109(N)    111 49 18.79691(W)     ADJUSTED  
 ES0445* NAVD 88     -       911.69   (+/-2cm)    2991.1    (feet)  VERTCON   
 ES0445  ___________________________________________________________________
 ES0445  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 ES0445  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ES0445
 ES0445  HORZ ORDER  -  THIRD
 ES0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0445
 ES0445.The horizontal coordinates were established by classical geodetic methods
 ES0445.and adjusted by the National Geodetic Survey in August 1993..
 ES0445.No horizontal observational check was made to the station.
 ES0445
 ES0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0445.The vertical order pertains to the NGVD 29 superseded value.
 ES0445
 ES0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0445
 ES0445.The geoid height was determined by GEOID03.
 ES0445
 ES0445;                    North         East     Units Scale Factor Converg.
 ES0445;SPC AZ C     -   349,925.201   222,099.225   MT  0.99990094   +0 03 11.6
 ES0445;SPC AZ C     - 1,148,048.56    728,672.00   iFT  0.99990094   +0 03 11.6
 ES0445;UTM  12      - 3,779,723.184   424,238.199   MT  0.99967075   -0 27 41.3
 ES0445
 ES0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0445!SPC AZ C     -   0.99986115  x   0.99990094  =   0.99976210
 ES0445!UTM  12      -   0.99986115  x   0.99967075  =   0.99953194
 ES0445
 ES0445                          SUPERSEDED SURVEY CONTROL
 ES0445
 ES0445  NAD 83(1992)-  34 09 20.45685(N)    111 49 18.79931(W) AD(       ) 3
 ES0445  NGVD 29 (??/??/92)  911.023  (m)         2988.91   (f) ADJ UNCH    2 0
 ES0445
 ES0445.Superseded values are not recommended for survey control.
 ES0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0445.See file dsdata.txt to determine how the superseded data were derived.
 ES0445
 ES0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2423879723(NAD 83)
 ES0445_MARKER: DR = REFERENCE MARK DISK
 ES0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0445_STAMPING: BLOODY R.M. NO.1 1946
 ES0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0445+STABILITY: SURFACE MOTION
 ES0445
 ES0445  HISTORY     - Date     Condition        Report By
 ES0445  HISTORY     - 1946     MONUMENTED       CGS
 ES0445  HISTORY     - 1952     GOOD             NGS
 ES0445  HISTORY     - 19690707 MARK NOT FOUND   LOCSUR
 ES0445
 ES0445                          STATION DESCRIPTION
 ES0445
 ES0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0445'30.2 MI SE FROM CORDES.
 ES0445'IN THE NORTHEAST CORNER OF THE TRIANGLE, 22 FEET NORTHWEST OF THE
 ES0445'CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE, 22 FEET SOUTH OF THE
 ES0445'CENTER LINE OF THE NORTH LEG OF THE TRIANGLE, 21.8 FEET NORTHWEST OF
 ES0445'AND ABOUT LEVEL WITH THE BLOODY TRIANGULATION STATION, AND SET IN THE
 ES0445'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 ES0445
 ES0445                          STATION RECOVERY (1969)
 ES0445
 ES0445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (MJW)
 ES0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0443 ***********************************************************************
 ES0443  DESIGNATION -  BLOODY RM 2
 ES0443  PID         -  ES0443
 ES0443  STATE/COUNTY-  AZ/YAVAPAI
 ES0443  USGS QUAD   -  BLOODY BASIN (1967)
 ES0443
 ES0443                         *CURRENT SURVEY CONTROL
 ES0443  ___________________________________________________________________
 ES0443* NAD 83(1992)-  34 09 20.48238(N)    111 49 19.14935(W)     ADJUSTED  
 ES0443* NAVD 88     -       911.68   (+/-2cm)    2991.1    (feet)  VERTCON   
 ES0443  ___________________________________________________________________
 ES0443  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 ES0443  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ES0443
 ES0443  HORZ ORDER  -  THIRD
 ES0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0443
 ES0443.The horizontal coordinates were established by classical geodetic methods
 ES0443.and adjusted by the National Geodetic Survey in August 1993..
 ES0443.No horizontal observational check was made to the station.
 ES0443
 ES0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0443.The vertical order pertains to the NGVD 29 superseded value.
 ES0443
 ES0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0443
 ES0443.The geoid height was determined by GEOID03.
 ES0443
 ES0443;                    North         East     Units Scale Factor Converg.
 ES0443;SPC AZ C     -   349,925.848   222,090.198   MT  0.99990094   +0 03 11.4
 ES0443;SPC AZ C     - 1,148,050.68    728,642.38   iFT  0.99990094   +0 03 11.4
 ES0443;UTM  12      - 3,779,723.912   424,229.180   MT  0.99967077   -0 27 41.5
 ES0443
 ES0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0443!SPC AZ C     -   0.99986115  x   0.99990094  =   0.99976210
 ES0443!UTM  12      -   0.99986115  x   0.99967077  =   0.99953197
 ES0443
 ES0443                          SUPERSEDED SURVEY CONTROL
 ES0443
 ES0443  NAD 83(1992)-  34 09 20.47811(N)    111 49 19.15183(W) AD(       ) 3
 ES0443  NGVD 29 (??/??/92)  911.014  (m)         2988.89   (f) ADJ UNCH    2 0
 ES0443
 ES0443.Superseded values are not recommended for survey control.
 ES0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0443.See file dsdata.txt to determine how the superseded data were derived.
 ES0443
 ES0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2422979724(NAD 83)
 ES0443_MARKER: DR = REFERENCE MARK DISK
 ES0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0443_STAMPING: BLOODY R.M. NO.2 1946
 ES0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0443+STABILITY: SURFACE MOTION
 ES0443
 ES0443  HISTORY     - Date     Condition        Report By
 ES0443  HISTORY     - 1946     MONUMENTED       CGS
 ES0443  HISTORY     - 1952     GOOD             NGS
 ES0443
 ES0443                          STATION DESCRIPTION
 ES0443
 ES0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0443'30.2 MI SE FROM CORDES.
 ES0443'IN THE NORTHWEST CORNER OF THE TRIANGLE, 21 FEET NORTHEAST OF THE
 ES0443'CENTER LINE OF THE SOUTHWEST LEG OF THE TRIANGLE, 21 FEET SOUTH OF THE
 ES0443'CENTER LINE OF THE NORTH LEG OF THE TRIANGLE, 18.4 FEET NORTHWEST OF
 ES0443'AND ABOUT LEVEL WITH BLOODY TRIANGULATION STATION, AND SET IN THE TOP
 ES0443'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0627 ***********************************************************************
 ES0627  DESIGNATION -  BLOWED
 ES0627  PID         -  ES0627
 ES0627  STATE/COUNTY-  AZ/NAVAJO
 ES0627  USGS QUAD   -  HIBBARD (1970)
 ES0627
 ES0627                         *CURRENT SURVEY CONTROL
 ES0627  ___________________________________________________________________
 ES0627* NAD 83(1992)-  34 59 31.12953(N)    110 34 24.61718(W)     ADJUSTED  
 ES0627* NAVD 88     -      1488.920  (meters)    4884.90   (feet)  ADJUSTED  
 ES0627  ___________________________________________________________________
 ES0627  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ES0627  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0627  DYNAMIC HT  -        1486.940 (meters)    4878.40  (feet)  COMP
 ES0627  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 ES0627
 ES0627  HORZ ORDER  -  SECOND
 ES0627  VERT ORDER  -  FIRST     CLASS II
 ES0627
 ES0627.The horizontal coordinates were established by classical geodetic methods
 ES0627.and adjusted by the National Geodetic Survey in August 1993..
 ES0627
 ES0627.The orthometric height was determined by differential leveling
 ES0627.and adjusted by the National Geodetic Survey in June 1991..
 ES0627
 ES0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0627
 ES0627.The geoid height was determined by GEOID03.
 ES0627
 ES0627.The dynamic height is computed by dividing the NAVD 88
 ES0627.geopotential number by the normal gravity value computed on the
 ES0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0627.degrees latitude (g = 980.6199 gals.).
 ES0627
 ES0627.The modeled gravity was interpolated from observed gravity values.
 ES0627
 ES0627;                    North         East     Units Scale Factor Converg.
 ES0627;SPC AZ E     -   442,760.226   176,220.477   MT  0.99991699   -0 13 59.9
 ES0627;SPC AZ E     - 1,452,625.41    578,151.17   iFT  0.99991699   -0 13 59.9
 ES0627;UTM  12      - 3,872,236.799   538,922.316   MT  0.99961867   +0 14 40.5
 ES0627
 ES0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0627!SPC AZ E     -   0.99977014  x   0.99991699  =   0.99968715
 ES0627!UTM  12      -   0.99977014  x   0.99961867  =   0.99938890
 ES0627
 ES0627|---------------------------------------------------------------------|
 ES0627| PID    Reference Object                     Distance      Geod. Az  |
 ES0627|                                                           dddmmss.s |
 ES0627| ES0626 BLOWED RM 1                          15.319 METERS 10910     |
 ES0627| CD1644 HIGHWAY 66 STA 350+00 4885.47                      2871312.7 |
 ES0627| ES0625 BLOWED RM 2                          17.127 METERS 29451     |
 ES0627|---------------------------------------------------------------------|
 ES0627
 ES0627                          SUPERSEDED SURVEY CONTROL
 ES0627
 ES0627  NAD 83(1986)-  34 59 31.12413(N)    110 34 24.61988(W) AD(       ) 2
 ES0627  NAD 27      -  34 59 31.04210(N)    110 34 22.15080(W) AD(       ) 2
 ES0627  NGVD 29 (07/19/86) 1488.15   (m)         4882.4    (f) LEVELING    3  
 ES0627
 ES0627.Superseded values are not recommended for survey control.
 ES0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0627.See file dsdata.txt to determine how the superseded data were derived.
 ES0627
 ES0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3892272237(NAD 83)
 ES0627_MARKER: DE = TRAVERSE STATION DISK
 ES0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0627_STAMPING: BLOWED 1959
 ES0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0627+STABILITY: SURFACE MOTION
 ES0627
 ES0627  HISTORY     - Date     Condition        Report By
 ES0627  HISTORY     - 1959     MONUMENTED       CGS
 ES0627  HISTORY     - 1959     GOOD             CGS
 ES0627  HISTORY     - 1971     GOOD             AZHD
 ES0627  HISTORY     - 1972     GOOD             NGS
 ES0627  HISTORY     - 1983     GOOD             NGS
 ES0627
 ES0627                          STATION DESCRIPTION
 ES0627
 ES0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0627'THE STATION IS ABOUT 7-1/2 MILES EAST OF WINSLOW ON THE NORTH
 ES0627'RIGHT-OF-WAY OF U.S. HIGHWAY 66.
 ES0627'
 ES0627'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES0627'FOR 1 BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST ON U.S.
 ES0627'HIGHWAY 66 FOR 3.4 MILES TO THE MINNETONKA TRADING POST ON
 ES0627'THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 3.3 MILES TO
 ES0627'CONCRETE CULVERT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ES0627'EAST ON U.S. HIGHWAY 66 FOR 0.35 MILE TO THE STATION AND
 ES0627'REFERENCE MARKS ON THE LEFT.
 ES0627'
 ES0627'THE STATION MARK, STAMPED BLOWED 1959, IS A STANDARD TRAVERSE
 ES0627'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ES0627'POST THAT PROJECTS 8 INCHES.  IT IS 91 FEET NORTH OF THE CENTER
 ES0627'OF THE WEST BOUND TRAFFIC LANE, 19 FEET WEST OF RIGHT-OF-WAY
 ES0627'POST 370+00 P O T, 8.0 FEET SOUTHWEST OF THE WITNESS POST AND 4
 ES0627'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'REFERENCE MARK NO. 1, STAMPED BLOWED NO 1 1959, IS A STANDARD
 ES0627'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0627'PROJECTS 6 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 ES0627'WEST BOUND TRAFFIC LANE, 57.8 FEET EAST OF THE WITNESS POST
 ES0627'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'REFERENCE MARK NO. 2, STAMPED BLOWED NO 2 1959, IS A STANDARD
 ES0627'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0627'PROJECTS 6 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 ES0627'WEST BOUND TRAFFIC LANE, 48.8 FEET WEST OF THE WITNESS POST
 ES0627'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.4 FEET.
 ES0627'
 ES0627'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPT. BENCH MARK DISK SET
 ES0627'IN A DRILL HOLE IN THE NORTH HEAD WALL OF A CONCRETE CULVERT
 ES0627'FOR EAST BOUND TRAFFIC ON U.S. HIGHWAY 66.  THE DISK IS
 ES0627'STAMPED 4885.47 STA 350X00 1958.
 ES0627
 ES0627                          STATION RECOVERY (1959)
 ES0627
 ES0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0627'7.0 MI E FROM WINSLOW.
 ES0627'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0627'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0627'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0627'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 8 FEET
 ES0627'SOUTHWEST OF THE WITNESS POST AND 4 FEET SOUTH OF THE RIGHT-OF-WAY
 ES0627'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 ES0627
 ES0627                          STATION RECOVERY (1971)
 ES0627
 ES0627'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971
 ES0627'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  TO
 ES0627'REACH FROM MILEPOST 262, INTERSTATE 40 BETWEEN WINSLOW AND
 ES0627'HOLBROOK, GO EASTERLY ON INTERSTATE 40 FOR 0.2 MILES TO THE
 ES0627'STATION ON LEFT, LOCATED 8 FEET E OF A WITNESS POST AND 4.5
 ES0627'FEET S OF N R/W FENCE.
 ES0627
 ES0627                          STATION RECOVERY (1972)
 ES0627
 ES0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES0627'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 ES0627'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 ES0627'
 ES0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 ES0627'EAST OF WINSLOW
 ES0627
 ES0627                          STATION RECOVERY (1983)
 ES0627
 ES0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0626 ***********************************************************************
 ES0626  DESIGNATION -  BLOWED RM 1
 ES0626  PID         -  ES0626
 ES0626  STATE/COUNTY-  AZ/NAVAJO
 ES0626  USGS QUAD   -  HIBBARD (1970)
 ES0626
 ES0626                         *CURRENT SURVEY CONTROL
 ES0626  ___________________________________________________________________
 ES0626* NAD 83(1986)-  34 59 31.     (N)    110 34 23.     (W)     SCALED    
 ES0626* NAVD 88     -      1488.785  (meters)    4884.46   (feet)  ADJUSTED  
 ES0626  ___________________________________________________________________
 ES0626  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0626  DYNAMIC HT  -        1486.805 (meters)    4877.96  (feet)  COMP
 ES0626  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 ES0626
 ES0626  VERT ORDER  -  SECOND    CLASS 0
 ES0626
 ES0626.The horizontal coordinates were scaled from a topographic map and have
 ES0626.an estimated accuracy of +/- 6 seconds.
 ES0626
 ES0626.The orthometric height was determined by differential leveling
 ES0626.and adjusted by the National Geodetic Survey in June 1991..
 ES0626
 ES0626.The geoid height was determined by GEOID03.
 ES0626
 ES0626.The dynamic height is computed by dividing the NAVD 88
 ES0626.geopotential number by the normal gravity value computed on the
 ES0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0626.degrees latitude (g = 980.6199 gals.).
 ES0626
 ES0626.The modeled gravity was interpolated from observed gravity values.
 ES0626
 ES0626;                    North         East    Units  Estimated Accuracy
 ES0626;SPC AZ E     -   442,760.      176,260.      MT  (+/- 180 meters Scaled)
 ES0626
 ES0626                          SUPERSEDED SURVEY CONTROL
 ES0626
 ES0626  NGVD 29 (??/??/92) 1488.02   (m)         4881.9    (f) COMPUTED    2 0
 ES0626
 ES0626.Superseded values are not recommended for survey control.
 ES0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0626.See file dsdata.txt to determine how the superseded data were derived.
 ES0626
 ES0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD389722(NAD 83)
 ES0626_MARKER: DR = REFERENCE MARK DISK
 ES0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0626_STAMPING: BLOWED NO 1 1959
 ES0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0626+STABILITY: SURFACE MOTION
 ES0626
 ES0626  HISTORY     - Date     Condition        Report By
 ES0626  HISTORY     - 1959     MONUMENTED       CGS
 ES0626  HISTORY     - 1983     GOOD             NGS
 ES0626
 ES0626                          STATION DESCRIPTION
 ES0626
 ES0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0626'7.0 MI E FROM WINSLOW.
 ES0626'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0626'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0626'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0626'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 57.8
 ES0626'FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 ES0626'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0626
 ES0626                          STATION RECOVERY (1983)
 ES0626
 ES0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0625 ***********************************************************************
 ES0625  DESIGNATION -  BLOWED RM 2
 ES0625  PID         -  ES0625
 ES0625  STATE/COUNTY-  AZ/NAVAJO
 ES0625  USGS QUAD   -  HIBBARD (1970)
 ES0625
 ES0625                         *CURRENT SURVEY CONTROL
 ES0625  ___________________________________________________________________
 ES0625* NAD 83(1986)-  34 59 31.     (N)    110 34 25.     (W)     SCALED    
 ES0625* NAVD 88     -      1489.028  (meters)    4885.25   (feet)  ADJUSTED  
 ES0625  ___________________________________________________________________
 ES0625  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0625  DYNAMIC HT  -        1487.047 (meters)    4878.75  (feet)  COMP
 ES0625  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 ES0625
 ES0625  VERT ORDER  -  SECOND    CLASS 0
 ES0625
 ES0625.The horizontal coordinates were scaled from a topographic map and have
 ES0625.an estimated accuracy of +/- 6 seconds.
 ES0625
 ES0625.The orthometric height was determined by differential leveling
 ES0625.and adjusted by the National Geodetic Survey in June 1991..
 ES0625
 ES0625.The geoid height was determined by GEOID03.
 ES0625
 ES0625.The dynamic height is computed by dividing the NAVD 88
 ES0625.geopotential number by the normal gravity value computed on the
 ES0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0625.degrees latitude (g = 980.6199 gals.).
 ES0625
 ES0625.The modeled gravity was interpolated from observed gravity values.
 ES0625
 ES0625;                    North         East    Units  Estimated Accuracy
 ES0625;SPC AZ E     -   442,760.      176,210.      MT  (+/- 180 meters Scaled)
 ES0625
 ES0625                          SUPERSEDED SURVEY CONTROL
 ES0625
 ES0625  NGVD 29 (??/??/92) 1488.26   (m)         4882.7    (f) COMPUTED    2 0
 ES0625
 ES0625.Superseded values are not recommended for survey control.
 ES0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0625.See file dsdata.txt to determine how the superseded data were derived.
 ES0625
 ES0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD389722(NAD 83)
 ES0625_MARKER: DR = REFERENCE MARK DISK
 ES0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0625_STAMPING: BLOWED NO 2 1959
 ES0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0625+STABILITY: SURFACE MOTION
 ES0625
 ES0625  HISTORY     - Date     Condition        Report By
 ES0625  HISTORY     - 1959     MONUMENTED       CGS
 ES0625  HISTORY     - 1983     GOOD             NGS
 ES0625
 ES0625                          STATION DESCRIPTION
 ES0625
 ES0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0625'7.0 MI E FROM WINSLOW.
 ES0625'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0625'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0625'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0625'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 48.8
 ES0625'FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 ES0625'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0625
 ES0625                          STATION RECOVERY (1983)
 ES0625
 ES0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1015 ***********************************************************************
 ET1015  DESIGNATION -  BLUE
 ET1015  PID         -  ET1015
 ET1015  STATE/COUNTY-  AZ/YAVAPAI
 ET1015  USGS QUAD   -  BEHM MESA (1986)
 ET1015
 ET1015                         *CURRENT SURVEY CONTROL
 ET1015  ___________________________________________________________________
 ET1015* NAD 83(1992)-  34 37 31.74429(N)    113 06 09.43481(W)     ADJUSTED  
 ET1015* NAVD 88     -      1691.2    (meters)    5549.     (feet)  VERTCON   
 ET1015  ___________________________________________________________________
 ET1015  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 ET1015  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 ET1015
 ET1015  HORZ ORDER  -  FIRST
 ET1015
 ET1015.The horizontal coordinates were established by classical geodetic methods
 ET1015.and adjusted by the National Geodetic Survey in August 1993..
 ET1015
 ET1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1015
 ET1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1015
 ET1015.The geoid height was determined by GEOID03.
 ET1015
 ET1015;                    North         East     Units Scale Factor Converg.
 ET1015;SPC AZ C     -   402,670.243   104,613.558   MT  1.00004571   -0 40 26.2
 ET1015;SPC AZ C     - 1,321,096.60    343,220.33   iFT  1.00004571   -0 40 26.2
 ET1015;UTM  12      - 3,833,522.181   307,246.823   MT  1.00005796   -1 11 42.4
 ET1015
 ET1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1015!SPC AZ C     -   0.99973897  x   1.00004571  =   0.99978467
 ET1015!UTM  12      -   0.99973897  x   1.00005796  =   0.99979691
 ET1015
 ET1015|---------------------------------------------------------------------|
 ET1015| PID    Reference Object                     Distance      Geod. Az  |
 ET1015|                                                           dddmmss.s |
 ET1015| CH2759 BLUE RM 2                             5.336 METERS 19848     |
 ET1015| CH2757 H 44                                               3010247.0 |
 ET1015| CH2758 BLUE RM 1                             4.138 METERS 33739     |
 ET1015|---------------------------------------------------------------------|
 ET1015
 ET1015                          SUPERSEDED SURVEY CONTROL
 ET1015
 ET1015  NAD 83(1986)-  34 37 31.74318(N)    113 06 09.44136(W) AD(       ) 1
 ET1015  NAD 27      -  34 37 31.67100(N)    113 06 06.74400(W) AD(       ) 1
 ET1015  NGVD 29 (07/19/86) 1690.4    (m)         5546.     (f) VERT ANG       
 ET1015
 ET1015.Superseded values are not recommended for survey control.
 ET1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1015.See file dsdata.txt to determine how the superseded data were derived.
 ET1015
 ET1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0724733522(NAD 83)
 ET1015_MARKER: DS = TRIANGULATION STATION DISK
 ET1015_SETTING: 80 = SET IN A BOULDER
 ET1015_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1015
 ET1015  HISTORY     - Date     Condition        Report By
 ET1015  HISTORY     - 1944     MONUMENTED       CGS
 ET1015  HISTORY     - 1969     GOOD             USGS
 ET1015  HISTORY     - 19690310 GOOD             USGS
 ET1015
 ET1015                          STATION DESCRIPTION
 ET1015
 ET1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1015'STATION IS ABOUT 17-1/2 MILES (AIR LINE) NW OF HILLSIDE, ABOUT
 ET1015'29 MILES (AIR LINE) E OF WIKIEUP, ON THE HIGHEST POINT OF
 ET1015'THE BLUE MOUNTAINS WHICH ARE THE FIRST RANGE SW OF WILDHORSE
 ET1015'BASIN.
 ET1015'
 ET1015'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER WHICH
 ET1015'IS FLUSH WITH THE GROUND AND IS STAMPED BLUE 1944.  IT IS 12-1/2
 ET1015'FEET WSW OF THE HIGHEST POINT OF THE MOUNTAIN.
 ET1015'
 ET1015'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1015'WHICH IS FLUSH WITH THE GROUND AND IS STAMPED BLUE NO 1 1944.
 ET1015'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 ET1015'
 ET1015'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1015'WHICH PROJECTS ABOUT 26 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1015'BLUE NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1015'STATION MARK.
 ET1015'
 ET1015'AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET1015'DISK SET IN BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE
 ET1015'AND IS STAMPED H 44 4468 1944.  THE MARK IS 2 FEET N OF A
 ET1015'2-FOOT CAIRN AND IS 10 FEET SE OF THE CENTER LINE OF THE ROAD
 ET1015'TO WILDHORSE BASIN.
 ET1015'
 ET1015'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4
 ET1015'MILE TO A FORK.  HERE TAKE LEFT FORK FOR 22.1 MILES TO A ROAD
 ET1015'ON THE LEFT AND A SIGN ON THE LEFT READING OLD DICK MINE.
 ET1015'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK AND SIGN READING
 ET1015'HILLSIDE MINE NELSON RANCH.  HERE TAKE RIGHT FORK AND GO
 ET1015'1.3 MILES TO THE NELSON RANCH ON THE RIGHT.  CONTINUE PAST THE
 ET1015'RANCH FOR 0.4 MILE TO A FORK AND SIGN READING WILDHORSE BASIN.
 ET1015'FOLLOWING SIGN, TAKE RIGHT FORK HERE AND GO 1.6 MILES TO A
 ET1015'FORK.  TAKE THE LEFT FORK AND GO FOR 0.9 MILE TO A FORK.
 ET1015'HERE TAKE THE RIGHT FORK AND GO 1.9 MILES TO THE AZIMUTH MARK
 ET1015'WITNESS POST AND THE END OF TRUCK TRAVEL AT THE TOP OF
 ET1015'A RIDGE JUST AFTER CLIMBING A VERY STEEP GRADE.  FROM
 ET1015'HERE PACK ESE TO THE HIGHEST POINT AND THE STATION.
 ET1015'
 ET1015'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1015
 ET1015                          STATION RECOVERY (1969)
 ET1015
 ET1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET1015'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 ET1015'34 113 1, STATION 1001 EXCEPT AS FOLLOWS--
 ET1015'
 ET1015'REACHED BY HELICOPTER.
 ET1015'
 ET1015'APPROXIMATE ALTERNATE TO REACH DESCRIPTION--THERE APPEARS TO
 ET1015'BE A GOOD DRY WEATHER RD. THAT RUNS FROM THE AREA OF THE BAGDAD
 ET1015'AIRPORT TO AN AREA NW. OF AND 0.5 MI. FROM THE STATION MARK.
 ET1015'APPROXIMATELY A 3 MI. DRIVE FROM THE AIRPORT ON TO NELSON MESA AND
 ET1015'END OF TRUCK TRAVEL.  APPROXIMATELY 45-MINUTE PACK TO STATION
 ET1015'MARK.
 ET1015'
 ET1015'STATION MARK--A STANDARD USC AND GS BRONZE DISK STAMPED BLUE 1944,
 ET1015'SET IN A BOULDER PROJECTING 0.3 FT. ABOVE THE GROUND, ABOUT 12 FT.
 ET1015'WSW. OF AND ABOUT 1 FT. BELOW THE HIGHEST POINT OF THE MOUNTAIN.
 ET1015'
 ET1015'REFERENCE MARK NO. 1--A STANDARD USC AND GS REFERENCE DISK
 ET1015'STAMPED BLUE NO 1 1944, SET IN A BOULDER THAT LIES IN A
 ET1015'GROUP OF BOULDERS, 2.2 FT. BELOW THE STATION MARK.
 ET1015'
 ET1015'REFERENCE MARK NO. 2--A STANDARD USC AND GS REFERENCE DISK
 ET1015'STAMPED BLUE NO 2 1944, SET IN A BOULDER PROJECTING 2 FT. ABOVE
 ET1015'THE GROUND, 0.2 FT. BELOW THE STATION MARK.
 ET1015
 ET1015                          STATION RECOVERY (1969)
 ET1015
 ET1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0728 ***********************************************************************
 DT0728  DESIGNATION -  BLUE
 DT0728  PID         -  DT0728
 DT0728  STATE/COUNTY-  AZ/GREENLEE
 DT0728  USGS QUAD   -  STRAYHORSE (1991)
 DT0728
 DT0728                         *CURRENT SURVEY CONTROL
 DT0728  ___________________________________________________________________
 DT0728* NAD 83(1992)-  33 33 45.45733(N)    109 17 48.76691(W)     ADJUSTED  
 DT0728* NAVD 88     -      2852.8    (meters)    9360.     (feet)  VERTCON   
 DT0728  ___________________________________________________________________
 DT0728  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DT0728  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 DT0728
 DT0728  HORZ ORDER  -  FIRST
 DT0728
 DT0728.The horizontal coordinates were established by classical geodetic methods
 DT0728.and adjusted by the National Geodetic Survey in August 1993..
 DT0728
 DT0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0728
 DT0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0728
 DT0728.The geoid height was determined by GEOID03.
 DT0728
 DT0728;                    North         East     Units Scale Factor Converg.
 DT0728;SPC AZ E     -   284,484.871   294,117.708   MT  0.99998038   +0 28 51.2
 DT0728;SPC AZ E     -   933,349.31    964,953.11   iFT  0.99998038   +0 28 51.2
 DT0728;UTM  12      - 3,714,961.867   658,090.080   MT  0.99990812   +0 56 30.3
 DT0728
 DT0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0728!SPC AZ E     -   0.99955602  x   0.99998038  =   0.99953641
 DT0728!UTM  12      -   0.99955602  x   0.99990812  =   0.99946418
 DT0728
 DT0728|---------------------------------------------------------------------|
 DT0728| PID    Reference Object                     Distance      Geod. Az  |
 DT0728|                                                           dddmmss.s |
 DT0728| CD1650 BLUE RM 1                            10.418 METERS 02436     |
 DT0728| DT0725 BEAR MOUNTAIN LOOKOUT               APPROX.14.5 KM 1025233.8 |
 DT0728| CD1651 BLUE RM 2                            16.560 METERS 14333     |
 DT0728| DT0729 BURNT                               APPROX. 5.5 KM 1943512.6 |
 DT0728| DT0765 ROSE PEAK LOOKOUT                   APPROX.15.3 KM 2065237.6 |
 DT0728|---------------------------------------------------------------------|
 DT0728
 DT0728                          SUPERSEDED SURVEY CONTROL
 DT0728
 DT0728  NAD 83(1986)-  33 33 45.45512(N)    109 17 48.76773(W) AD(       ) 1
 DT0728  NAD 27      -  33 33 45.26037(N)    109 17 46.48247(W) AD(       ) 1
 DT0728  NGVD 29 (07/19/86) 2851.7    (m)         9356.     (f) VERT ANG       
 DT0728
 DT0728.Superseded values are not recommended for survey control.
 DT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0728.See file dsdata.txt to determine how the superseded data were derived.
 DT0728
 DT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5809014962(NAD 83)
 DT0728_MARKER: DD = SURVEY DISK
 DT0728_SETTING: 66 = SET IN ROCK OUTCROP
 DT0728
 DT0728  HISTORY     - Date     Condition        Report By
 DT0728  HISTORY     - 1934     MONUMENTED       USGS
 DT0728  HISTORY     - 1966     GOOD             CGS
 DT0728  HISTORY     - 1978     GOOD             NGS
 DT0728
 DT0728                          STATION DESCRIPTION
 DT0728
 DT0728'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0728'ABOUT 18 MILES SW OF ALPINE, ABOUT 10 MILES WSW OF TOWN OF
 DT0728'BLUE, ABOUT 5 MILES SE OF HANNAGAN MEDOWS, ON SAME MOUNTAIN
 DT0728'AS BLUE LOOKOUT.  THE MOUNTAIN IS SITUATED ON WHAT IS KNOWN AS
 DT0728'MOGOLLON RIM, AND IS ON BOUNDARY OF CROOK AND APACHE NATIONAL
 DT0728'FORESTS.
 DT0728'
 DT0728'STATION IS DIRECTLY UNDER LOOKOUT TOWER AND IS MARKED WITH
 DT0728'STANDARD U.S. GEOLOGICAL SURVEY TABLET IN DRILL HOLE IN ROCK.
 DT0728'
 DT0728'REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL SURVEY TABLETS IN
 DT0728'DRILL HOLES IN ROCK.
 DT0728'
 DT0728'REFERENCE MARK NO. 1 IS 10.480 METERS (34.38 FEET) FROM STATION.
 DT0728'
 DT0728'REFERENCE MARK NO. 2 IS 16.840 METERS (55.25 FEET) FROM STATION.
 DT0728'
 DT0728'ROSE PEAK LOOKOUT AND BEAR MOUNTAIN LOOKOUT MAY BE USED AS
 DT0728'AZIMUTH MARKS.
 DT0728'
 DT0728'TO REACH FROM ALPINE GO SW 25.0 MILES ON STATE HIGHWAY 81
 DT0728'(CORONADO TRAIL) TO STORE AT HANNAGAN MEDOWS, CONTINUE 7.1 MILES
 DT0728'TO CATTLE GUARD ACROSS ROAD AT BOUNDARY OF CROOK AND APACHE
 DT0728'NATIONAL FORESTS, TURN LEFT AND GO ABOUT 100 FEET, TURN RIGHT
 DT0728'ONTO OLD WAGON ROAD AND FOLLOW IT E 3.4 MILES TO END OF ROAD
 DT0728'AT BASE OF PEAK, GO 1.0 MILE ALMOST DUE E ALONG BLAZED TRAIL TO
 DT0728'LOOKOUT TOWER AND STATION.  DO NOT TAKE TRAIL TO RANGERS CABIN.
 DT0728
 DT0728                          STATION RECOVERY (1966)
 DT0728
 DT0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0728'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DT0728'FOUND IN GOOD CONDITION.  HOWEVER, A DIFFERENCE IN DISTANCE WAS
 DT0728'NOTED TO REFERENCE MARKS 1 AND 2, DUE TO ROAD CHANGES A NEW
 DT0728'COMPLETE DESCRIPTION FOLLOWS.
 DT0728'
 DT0728'THE STATION IS ABOUT 39 MILES NORTH OF CLIFTON, 20 MILES
 DT0728'SOUTH-SOUTHWEST OF ALPINE, 10 MILES WEST-SOUTHWEST OF BLUE,
 DT0728'ON THE SUMMIT OF AND NEAR THE SOUTH END OF BLUE MOUNTAIN, WHICH
 DT0728'IS IN THE MOGOLLON RIM AREA.
 DT0728'
 DT0728'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE 1932 1934, CEMENTED IN A DRILL HOLE, IN A 2 X 1
 DT0728'FOOT ROCK OUTCROP, THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 DT0728'IT IS 11 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 DT0728'TOWER, 11 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 10.5
 DT0728'FEET SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 11.5 FEET
 DT0728'SOUTHEAST OF THE NORTHWEST LEG OF THE TOWER AND 50 FEET SOUTH
 DT0728'AND ABOUT 5 FEET LOWER THAN THE HIGHEST POINT IN THE IMMEDIATE
 DT0728'VICINITY.
 DT0728'
 DT0728'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE 1932 1934, CEMENTED IN A DRILL HOLE, IN A 1 X 3 FOOT
 DT0728'ROCK OUTCROP, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 DT0728'32.5 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 DT0728'TOWER, 24 FEET NORTH OF THE NORTH LEG OF THE LOOKOUT TOWER AND
 DT0728'ABOUT THE SAME ELEVATION AS THE STATION.
 DT0728'
 DT0728'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE NO 2 1932 1934, CEMENTED IN A DRILL HOLE, IN A
 DT0728'2 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 DT0728'41.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 DT0728'30 FEET EAST OF A TREE WITH A TRIANGULAR BLAZE OF THE EAST SIDE,
 DT0728'18 FEET EAST OF A SQUARE CONCRETE WATER WELL AND ABOUT 3 FEET
 DT0728'LOWER IN ELEVATION THAN THE STATION.
 DT0728'
 DT0728'NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 DT0728'
 DT0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DT0728'WEST-SOUTHWEST OF BLUE.
 DT0728
 DT0728                          STATION RECOVERY (1978)
 DT0728
 DT0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0728'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 DT0728'IN THE 1966 DESCRIPTION AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 DT0728'IN DIRECTION TO REFERENCE MARKS WAS NOTED AT THIS TIME.
 DT0728'
 DT0728'THE 1966 DESCRIPTIONS ARE ADEQUATE.
 DT0728'
 DT0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES SOUTHWEST
 DT0728'OF ALPINE.
 DT0728'
 DT0728'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0912 ***********************************************************************
 ET0912  DESIGNATION -  BLUE BELL
 ET0912  PID         -  ET0912
 ET0912  STATE/COUNTY-  AZ/YAVAPAI
 ET0912  USGS QUAD   -  MAYER (1974)
 ET0912
 ET0912                         *CURRENT SURVEY CONTROL
 ET0912  ___________________________________________________________________
 ET0912* NAD 83(1992)-  34 22 31.00036(N)    112 12 50.84245(W)     ADJUSTED  
 ET0912* NAVD 88     -      1354.7    (meters)    4445.     (feet)  VERTCON   
 ET0912  ___________________________________________________________________
 ET0912  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ET0912  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0912
 ET0912  HORZ ORDER  -  SECOND
 ET0912
 ET0912.The horizontal coordinates were established by classical geodetic methods
 ET0912.and adjusted by the National Geodetic Survey in August 1993..
 ET0912
 ET0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0912
 ET0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0912
 ET0912.The geoid height was determined by GEOID03.
 ET0912
 ET0912;                    North         East     Units Scale Factor Converg.
 ET0912;SPC AZ C     -   374,317.773   186,003.696   MT  0.99990922   -0 10 04.6
 ET0912;SPC AZ C     - 1,228,076.68    610,248.35   iFT  0.99990922   -0 10 04.6
 ET0912;UTM  12      - 3,804,435.163   388,370.794   MT  0.99975360   -0 41 08.1
 ET0912
 ET0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0912!SPC AZ C     -   0.99979158  x   0.99990922  =   0.99970082
 ET0912!UTM  12      -   0.99979158  x   0.99975360  =   0.99954523
 ET0912
 ET0912|---------------------------------------------------------------------|
 ET0912| PID    Reference Object                     Distance      Geod. Az  |
 ET0912|                                                           dddmmss.s |
 ET0912| CH2760 BLUE BELL RM 1                       16.360 METERS 08230     |
 ET0912| ET0938 POLAND                              APPROX.10.5 KM 3310402.0 |
 ET0912| CH2761 BLUE BELL RM 2                       19.525 METERS 34640     |
 ET0912|---------------------------------------------------------------------|
 ET0912
 ET0912                          SUPERSEDED SURVEY CONTROL
 ET0912
 ET0912  NAD 83(1986)-  34 22 30.99599(N)    112 12 50.84174(W) AD(       ) 2
 ET0912  NAD 27      -  34 22 30.89838(N)    112 12 48.25891(W) AD(       ) 2
 ET0912  NGVD 29 (07/19/86) 1353.9    (m)         4442.     (f) VERT ANG       
 ET0912
 ET0912.Superseded values are not recommended for survey control.
 ET0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0912.See file dsdata.txt to determine how the superseded data were derived.
 ET0912
 ET0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8837104435(NAD 83)
 ET0912_MARKER: DD = SURVEY DISK
 ET0912_SETTING: 80 = SET IN A BOULDER
 ET0912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0912
 ET0912  HISTORY     - Date     Condition        Report By
 ET0912  HISTORY     - 1969     MONUMENTED       USGS
 ET0912  HISTORY     - 1980     GOOD             AZDT
 ET0912  HISTORY     - 20040821 GOOD             USPSQD
 ET0912  HISTORY     - 20060715 GOOD             GEOCAC
 ET0912
 ET0912                          STATION DESCRIPTION
 ET0912
 ET0912'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0912'LOCATED ABOUT 18.4 MI. (AIRLINE) SE. OF PRESCOTT.  ABOUT 6.0 MI.
 ET0912'SSE. OF POLAND JUNCTION.  ABOUT 1.9 MI. SE. OF MAYER.  ON THE E. END
 ET0912'OF AN E.-W. RIDGE.  ABOUT 90 FT. SW. FROM THE SW. CORNER OF STEEL
 ET0912'TRANSMISSION TOWER 164.4.  69 FT. N. OF AN E.-W. FENCE.  5.7 FT.
 ET0912'W.  OF A METAL WITNESS POST.
 ET0912'
 ET0912'TO REACH FROM THE MAYER P.O. DRIVE S. ALONG MAIN STREET FOR 1.2
 ET0912'MI. TO Y-RD..  TAKE RIGHT FORK FOR 0.8 MI. TO Y-RD..  TAKE RIGHT
 ET0912'FORK FOR 0.1 MI. TO AN E.-W. FENCE AT CATTLEGUARD.  TURN LEFT (E.)
 ET0912'ALONG N. SIDE FENCE FOR 0.1 MI. AND STATION.
 ET0912'
 ET0912'STATION MARK--A USGS TABLET STAMPED BLUE BELL ET 1969 CEMENTED IN
 ET0912'DRILL HOLE IN BOULDER IN PLACE, PROJECTING 1.4 FT.
 ET0912'
 ET0912'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1969
 ET0912'CEMENTED IN DRILL HOLE IN BOULDER IN PLACE, 2.3 FT. BELOW STATION
 ET0912'MARK.
 ET0912'
 ET0912'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1969
 ET0912'CEMENTED IN DRILL HOLE IN BOULDER IN PLACE, 4.6 FT. BELOW STATION
 ET0912'MARK.
 ET0912'
 ET0912'AZIMUTH MARK NO. 1--A MASONRY SMOKE STACK ON THE E. SIDE OF HIGHWAY
 ET0912'69 AT MAYER, ABOUT 1.9 MI. NW. OF STATION MARK.
 ET0912'
 ET0912'AZIMUTH MARK NO. 2--A STEEL TOWER (HIGHEST ONE OF TWO) LOCATED ON
 ET0912'TOWER MOUNTAIN, ABOUT 13.0 MI. SW. OF STATION MARK.
 ET0912
 ET0912                          STATION RECOVERY (1980)
 ET0912
 ET0912'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0912'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0912'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 ET0912'FOLLOWS.
 ET0912'
 ET0912'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0912'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HWY 69.  TURN RIGHT AND TRAVEL
 ET0912'EAST ALONG 69 FOR 1.05 MILE TO A REVERSE Y FORK ON THE RIGHT.  TURN
 ET0912'RIGHT FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND TRAVEL SOUTH
 ET0912'FOR 0.8 MILE TO A FORK, TAKE LEFT FORK FOR 0.12 MILE TO A SIDE ROAD
 ET0912'RIGHT.  TURN HARD RIGHT FOR 0.4 MILE TO A TRACK ROAD LEFT LEADING UP
 ET0912'HILL TO A HIGHLINE TOWER.  TURN LEFT FOR 0.1 MILE TO HIGHLINE TOWER
 ET0912'164, TURN RIGHT AFTER PASSING TOWER FOR 100 FEET TO STATION.
 ET0912
 ET0912                          STATION RECOVERY (2004)
 ET0912
 ET0912'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0912'MARK FOUND AS DESCRIBED.  ALSO FOUND MARK 1 AND MARK 2 IN GOOD
 ET0912'CONDITION.
 ET0912
 ET0912                          STATION RECOVERY (2006)
 ET0912
 ET0912'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0912'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0912'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1835 ***********************************************************************
 DU1835  DESIGNATION -  BLUE HOUSE MTN
 DU1835  PID         -  DU1835
 DU1835  STATE/COUNTY-  AZ/GILA
 DU1835  USGS QUAD   -  BLUE HOUSE MTN (1988)
 DU1835
 DU1835                         *CURRENT SURVEY CONTROL
 DU1835  ___________________________________________________________________
 DU1835* NAD 83(1992)-  33 59 00.23563(N)    110 34 38.20441(W)     ADJUSTED  
 DU1835* NAVD 88     -      1956.8    (meters)    6420.     (feet)  VERTCON   
 DU1835  ___________________________________________________________________
 DU1835  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DU1835  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DU1835
 DU1835  HORZ ORDER  -  THIRD
 DU1835
 DU1835.The horizontal coordinates were established by classical geodetic methods
 DU1835.and adjusted by the National Geodetic Survey in August 1993..
 DU1835
 DU1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1835
 DU1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1835
 DU1835.The geoid height was determined by GEOID03.
 DU1835
 DU1835;                    North         East     Units Scale Factor Converg.
 DU1835;SPC AZ E     -   330,888.576   175,421.961   MT  0.99991774   -0 13 46.3
 DU1835;SPC AZ E     - 1,085,592.44    575,531.37   iFT  0.99991774   -0 13 46.3
 DU1835;UTM  12      - 3,760,395.780   539,045.094   MT  0.99961879   +0 14 10.6
 DU1835
 DU1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1835!SPC AZ E     -   0.99969683  x   0.99991774  =   0.99961459
 DU1835!UTM  12      -   0.99969683  x   0.99961879  =   0.99931573
 DU1835
 DU1835|---------------------------------------------------------------------|
 DU1835| PID    Reference Object                     Distance      Geod. Az  |
 DU1835|                                                           dddmmss.s |
 DU1835| DU1855 BLUE HOUSE MTN RM 1                  91.440 METERS 22414     |
 DU1835| DU2018 SOMBRERO                            APPROX.24.3 KM 2313127.1 |
 DU1835|---------------------------------------------------------------------|
 DU1835
 DU1835                          SUPERSEDED SURVEY CONTROL
 DU1835
 DU1835  NAD 83(1986)-  33 59 00.22987(N)    110 34 38.20614(W) AD(       ) 3
 DU1835  NGVD 29 (09/20/88) 1956.0    (m)         6417.     (f) VERT ANG       
 DU1835
 DU1835.Superseded values are not recommended for survey control.
 DU1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1835.See file dsdata.txt to determine how the superseded data were derived.
 DU1835
 DU1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3904560396(NAD 83)
 DU1835_MARKER: DS = TRIANGULATION STATION DISK
 DU1835_SETTING: 80 = SET IN A BOULDER
 DU1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1835+STABILITY: SURFACE MOTION
 DU1835
 DU1835  HISTORY     - Date     Condition        Report By
 DU1835  HISTORY     - 1946     MONUMENTED       USGS
 DU1835
 DU1835                          STATION DESCRIPTION
 DU1835
 DU1835'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1835'LOCATED ABOUT 43 MI NW. OF GLOBE, 15 MI N. OF SALT RIVER BRIDGE,
 DU1835'ON U.S. HWY. 60.
 DU1835'
 DU1835'TO REACH FROM CIBECUE BRIDGE, GO 3.3 MI WSW. ON GRASSHOPPER RD.
 DU1835'TO Y-INTERSECTION AND SIGN BLUE HOUSE MTN. AND SALT RIVER DRAW.
 DU1835'TAKE LEFT FORK 5.1 MI SW. TO WIRE GATE, PASS THROUGH GATE AND
 DU1835'CONTINUE 0.4 MI.  TURN RIGHT 0.3 MI NW. CROSS-COUNTRY TO END OF
 DU1835'JEEP TRAVEL.  PACK NE. TO SUMMIT OF BARREN HILL.  FOLLOW RIDGE W.
 DU1835'ACROSS SADDLE AND CLIMB TO SUMMIT OF SECOND HILL AND STATION.  A
 DU1835'1-HOUR PACK.
 DU1835'
 DU1835'STATION MARK--STANDARD TABLET STAMPED---BLUE HOUSE MTN 1946---,
 DU1835'CEMENTED IN ROCK.
 DU1835'
 DU1835'RM 1--STANDARD RM TABLET CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0926 ***********************************************************************
 FR0926  DESIGNATION -  BLUE MOUNTAIN
 FR0926  PID         -  FR0926
 FR0926  STATE/COUNTY-  AZ/COCONINO
 FR0926  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0926
 FR0926                         *CURRENT SURVEY CONTROL
 FR0926  ___________________________________________________________________
 FR0926* NAD 83(1992)-  35 35 58.65926(N)    113 12 55.76187(W)     ADJUSTED  
 FR0926* NAVD 88     -      1842.     (meters)    6043.     (feet)  SCALED    
 FR0926  ___________________________________________________________________
 FR0926  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 FR0926  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FR0926
 FR0926  HORZ ORDER  -  SECOND
 FR0926
 FR0926.The horizontal coordinates were established by classical geodetic methods
 FR0926.and adjusted by the National Geodetic Survey in August 1993..
 FR0926
 FR0926.The orthometric height was scaled from a topographic map.
 FR0926
 FR0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0926
 FR0926.The geoid height was determined by GEOID03.
 FR0926
 FR0926;                    North         East     Units Scale Factor Converg.
 FR0926;SPC AZ C     -   510,870.462    95,672.782   MT  1.00007062   -0 45 22.2
 FR0926;SPC AZ C     - 1,676,084.19    313,887.08   iFT  1.00007062   -0 45 22.2
 FR0926;SPC AZ W     -   510,242.407   261,792.865   MT  0.99996223   +0 18 40.2
 FR0926;SPC AZ W     - 1,674,023.65    858,900.48   iFT  0.99996223   +0 18 40.2
 FR0926;UTM  12      - 3,941,802.199   299,302.549   MT  1.00009639   -1 17 24.4
 FR0926
 FR0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0926!SPC AZ C     -   0.99971493  x   1.00007062  =   0.99978553
 FR0926!SPC AZ W     -   0.99971493  x   0.99996223  =   0.99967717
 FR0926!UTM  12      -   0.99971493  x   1.00009639  =   0.99981129
 FR0926
 FR0926|---------------------------------------------------------------------|
 FR0926| PID    Reference Object                     Distance      Geod. Az  |
 FR0926|                                                           dddmmss.s |
 FR0926| CH2763 BLUE MOUNTAIN RM 1                   14.850 METERS 07912     |
 FR0926| FR0922 PICA AZ MK 2                        APPROX.14.6 KM 1374547.0 |
 FR0926| CH2764 BLUE MOUNTAIN RM 2                   11.262 METERS 18830     |
 FR0926| CH2762 BLUE MOUNTAIN AZ MK                                2781822.0 |
 FR0926|---------------------------------------------------------------------|
 FR0926
 FR0926                          SUPERSEDED SURVEY CONTROL
 FR0926
 FR0926  NAD 83(1986)-  35 35 58.65178(N)    113 12 55.76166(W) AD(       ) 2
 FR0926  NAD 27      -  35 35 58.68700(N)    113 12 53.02200(W) AD(       ) 2
 FR0926
 FR0926.Superseded values are not recommended for survey control.
 FR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0926.See file dsdata.txt to determine how the superseded data were derived.
 FR0926
 FR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9930341802(NAD 83)
 FR0926_MARKER: DS = TRIANGULATION STATION DISK
 FR0926_SETTING: 66 = SET IN ROCK OUTCROP
 FR0926_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0926
 FR0926  HISTORY     - Date     Condition        Report By
 FR0926  HISTORY     - 1936     MONUMENTED       CGS
 FR0926  HISTORY     - 1955     GOOD             CGS
 FR0926  HISTORY     - 1968     GOOD             AMS
 FR0926
 FR0926                          STATION DESCRIPTION
 FR0926
 FR0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0926'ON THE HUALPAI INDIAN RESERVATION, ABOUT 14 MILES EAST-NORTHEAST
 FR0926'OF PEACH SPRINGS AND 9 MILES NORTHWEST OF THE RAILROAD STATION
 FR0926'PICA, ON THE SUMMIT OF A LONG, LOW, BRUSH-COVERED RIDGE KNOWN
 FR0926'AS BLUE MOUNTAIN AND LYING ABOUT 1 MILE SOUTHEAST OF THE NEW,
 FR0926'GRADED ROAD LEADING NORTHEAST THROUGH THE RESERVATION TOWARDS
 FR0926'FRAZIER WELLS, IN SEC. 35, T. 26 N., R. 9 W., ON THE HIGHEST
 FR0926'POINT OF THE SUMMIT, IN A CLEARED, ROCKY SPACE ON THE BACKBONE
 FR0926'OF THE SUMMIT, 50 FEET WEST-NORTHWEST OF A DEAD SNAG WITH A
 FR0926'TRIANGLE BLAZE, IN THE TOP OF A FLAT LEDGE ABOUT 3 FEET
 FR0926'SQUARE.  STATION MARK SET INTO A MASS OF CONCRETE IN A DEPRESSION
 FR0926'IN ROCK OUTCROP.
 FR0926'
 FR0926'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN ROCK OUTCROP IS
 FR0926'NORTH BY EAST OF THE
 FR0926'STATION, IN TOP OF A SMALL LEDGE BETWEEN TWO JUNIPER TREES.
 FR0926'REFERENCE MARK NO. 2, SET INTO A DRILL HOLE IN ROCK OUTCROP
 FR0926'IS SOUTH OF THE STATION, ALONG
 FR0926'THE RIDGE LINE, IN TOP OF A SMALL LEDGE.  THE AZIMUTH MARK,
 FR0926'SET IN A SQUARE CONCRETE MONUMENT IS APPROXIMATELY 1.0 MILE
 FR0926'WEST OF THE STATION, ON THE
 FR0926'NEW, GRADED ROAD, 1.25 MILES SOUTHWESTERLY ALONG THE ROAD FROM
 FR0926'THE CATTLE GUARD AT BLUE MOUNTAIN SUMMIT, ABOUT 150 YARDS
 FR0926'SOUTHWEST OF A LOCAL TOP OF GRADE, 60 FEET WEST-NORTHWEST OF
 FR0926'THE CENTER OF THE ROAD, 25 FEET NORTH-NORTHEAST OF DEAD SNAG.
 FR0926'
 FR0926'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS,
 FR0926'GO EASTERLY ON U.S. HIGHWAY 66 FOR 7.55 MILES, OR 1.15 MILES
 FR0926'PAST COCONINO COUNTY LINE AND TURN LEFT (NORTH) ON GRADED
 FR0926'ROAD THROUGH CATTLE GUARD, THENCE NORTHEASTERLY FOR 7.1 MILES,
 FR0926'OR 1.25 MILES PAST AZIMUTH MARK ON THE LEFT AND TURN RIGHT OFF
 FR0926'ROAD AT CATTLE GUARD AT BLUE MOUNTAIN SUMMIT AND GO SOUTH ALONG
 FR0926'THE WEST FOOT OF THE RIDGE FOR ABOUT 0.3 MILE AND BEAR LEFT
 FR0926'(SOUTHEAST) UP DRAW FOR ABOUT 0.25 MILE, THENCE LEFT (NORTH)
 FR0926'UP SMOOTH, GRASSY SLOPE FOR ABOUT 100 YARDS TO SUMMIT OF THE
 FR0926'RIDGE, THENCE SOUTHEAST AND SOUTH ALONG THE SUMMIT FOR ABOUT
 FR0926'0.4 MILE TO THE STATION ON THE HIGH POINT.
 FR0926'
 FR0926'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FR0926
 FR0926                          STATION RECOVERY (1955)
 FR0926
 FR0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0926'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0926'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 FR0926
 FR0926                          STATION RECOVERY (1968)
 FR0926
 FR0926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 FR0926'THE STATION MARK, AZIMUTH MARK, R.M.S NO. 1 AND 2 WERE ALL
 FR0926'RECOVERED AS DESCRIBED.  SLIGHT DIFFERENCE TO R.M. NO. 1
 FR0926'DISTANCE WAS NOTED DESCRIPTION ADEQUATE.
 FR0926'
 FR0926'CHECK DIST. TO R.M.S NO. 1 AND 2.
 FR0926'
 FR0926'CHECK R.M. NO. 1 = 14.388 M. AND 47.200 FT.  PUB. 14.850 M.
 FR0926'
 FR0926'R.M. NO. 2 = 36.97 FT. OR 11.258 M.  PUB. 11.262 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0676 ***********************************************************************
 ER0676  DESIGNATION -  BLUE RIDGE
 ER0676  PID         -  ER0676
 ER0676  STATE/COUNTY-  AZ/NAVAJO
 ER0676  USGS QUAD   -  LAKESIDE (1984)
 ER0676
 ER0676                         *CURRENT SURVEY CONTROL
 ER0676  ___________________________________________________________________
 ER0676* NAD 83(1992)-  34 09 15.49092(N)    109 54 52.38639(W)     ADJUSTED  
 ER0676* NAVD 88     -      2334.4    (meters)    7659.     (feet)  VERTCON   
 ER0676  ___________________________________________________________________
 ER0676  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 ER0676  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0676
 ER0676  HORZ ORDER  -  THIRD
 ER0676
 ER0676.The horizontal coordinates were established by classical geodetic methods
 ER0676.and adjusted by the National Geodetic Survey in August 1993..
 ER0676
 ER0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0676
 ER0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0676
 ER0676.The geoid height was determined by GEOID03.
 ER0676
 ER0676;                    North         East     Units Scale Factor Converg.
 ER0676;SPC AZ E     -   349,796.729   236,607.084   MT  0.99990666   +0 08 29.6
 ER0676;SPC AZ E     - 1,147,627.06    776,269.96   iFT  0.99990666   +0 08 29.6
 ER0676;UTM  12      - 3,779,797.160   600,059.412   MT  0.99972341   +0 36 34.0
 ER0676
 ER0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0676!SPC AZ E     -   0.99963735  x   0.99990666  =   0.99954404
 ER0676!UTM  12      -   0.99963735  x   0.99972341  =   0.99936086
 ER0676
 ER0676|---------------------------------------------------------------------|
 ER0676| PID    Reference Object                     Distance      Geod. Az  |
 ER0676|                                                           dddmmss.s |
 ER0676| CS4074 BLUE RIDGE RM 2                      11.692 METERS 03535     |
 ER0676| CS4073 BLUE RIDGE RM 1                       7.479 METERS 09609     |
 ER0676| CS4081 ECC SIGNAL TREE                      18.428 METERS 13946     |
 ER0676| ER0529 SHOW LOW TV ASSOC TOWER             APPROX. 6.3 KM 3353634.9 |
 ER0676|---------------------------------------------------------------------|
 ER0676
 ER0676                          SUPERSEDED SURVEY CONTROL
 ER0676
 ER0676  NAD 83(1986)-  34 09 15.48802(N)    109 54 52.39153(W) AD(       ) 3
 ER0676  NGVD 29 (04/27/90) 2333.5    (m)         7656.     (f) VERT ANG       
 ER0676
 ER0676.Superseded values are not recommended for survey control.
 ER0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0676.See file dsdata.txt to determine how the superseded data were derived.
 ER0676
 ER0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0005979797(NAD 83)
 ER0676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ER0676_SETTING: 80 = SET IN A BOULDER
 ER0676_SP_SET: PARTIALLY EXPOSED BOULDER
 ER0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0676+STABILITY: SURFACE MOTION
 ER0676
 ER0676  HISTORY     - Date     Condition        Report By
 ER0676  HISTORY     - 1960     MONUMENTED       USGS
 ER0676  HISTORY     - 1960     GOOD             USGS
 ER0676
 ER0676                          STATION DESCRIPTION
 ER0676
 ER0676'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0676'RECOVERED IN GOOD CONDITION EXCEPT LOT HAS BEEN REMOVED.
 ER0676'
 ER0676'STATION MARK--STANDARD TABLET, UNSTAMPED, SET IN BURIED ROCK
 ER0676'PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 ER0676'
 ER0676'RM 1--STANDARD RM TABLET, UNSTAMPED, LEVEL WITH STATION.
 ER0676'
 ER0676'RM 2--STANDARD RM TABLET, UNSTAMPED, 0.7 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1881 ***********************************************************************
 CZ1881  DESIGNATION -  BLUEBIRD
 CZ1881  PID         -  CZ1881
 CZ1881  STATE/COUNTY-  AZ/PINAL
 CZ1881  USGS QUAD   -  CLARK RANCH (1972)
 CZ1881
 CZ1881                         *CURRENT SURVEY CONTROL
 CZ1881  ___________________________________________________________________
 CZ1881* NAD 83(1992)-  32 43 34.22102(N)    110 36 47.39484(W)     ADJUSTED  
 CZ1881* NAVD 88     -       795.6    (meters)    2610.     (feet)  VERTCON   
 CZ1881  ___________________________________________________________________
 CZ1881  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1881  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ1881
 CZ1881  HORZ ORDER  -  SECOND
 CZ1881
 CZ1881.The horizontal coordinates were established by classical geodetic methods
 CZ1881.and adjusted by the National Geodetic Survey in August 1993..
 CZ1881
 CZ1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1881
 CZ1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1881
 CZ1881.The geoid height was determined by GEOID03.
 CZ1881
 CZ1881;                    North         East     Units Scale Factor Converg.
 CZ1881;SPC AZ C     -   192,138.028   335,543.491   MT  1.00008403   +0 42 17.3
 CZ1881;SPC AZ C     -   630,374.11  1,100,864.47   iFT  1.00008403   +0 42 17.3
 CZ1881;UTM  12      - 3,620,997.221   536,247.820   MT  0.99961620   +0 12 32.9
 CZ1881
 CZ1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1881!SPC AZ C     -   0.99987951  x   1.00008403  =   0.99996353
 CZ1881!UTM  12      -   0.99987951  x   0.99961620  =   0.99949576
 CZ1881
 CZ1881|---------------------------------------------------------------------|
 CZ1881| PID    Reference Object                     Distance      Geod. Az  |
 CZ1881|                                                           dddmmss.s |
 CZ1881| CC6124 BLUEBIRD RM 1                        13.080 METERS 04444     |
 CZ1881| CZ1890 AIRPORT                             APPROX.10.4 KM 2030226.7 |
 CZ1881| CC6125 BLUEBIRD RM 2                        13.938 METERS 28302     |
 CZ1881|---------------------------------------------------------------------|
 CZ1881
 CZ1881                          SUPERSEDED SURVEY CONTROL
 CZ1881
 CZ1881  NAD 83(1986)-  32 43 34.21917(N)    110 36 47.39081(W) AD(       ) 2
 CZ1881  NAD 27      -  32 43 33.97662(N)    110 36 45.03688(W) AD(       ) 2
 CZ1881  NGVD 29 (07/19/86)  795.0    (m)         2608.     (f) VERT ANG       
 CZ1881
 CZ1881.Superseded values are not recommended for survey control.
 CZ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1881.See file dsdata.txt to determine how the superseded data were derived.
 CZ1881
 CZ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3624820997(NAD 83)
 CZ1881_MARKER: DD = SURVEY DISK
 CZ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1881
 CZ1881  HISTORY     - Date     Condition        Report By
 CZ1881  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1881
 CZ1881                          STATION DESCRIPTION
 CZ1881
 CZ1881'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1881'THE STATION IS ABOUT 1.5 MILES EAST NORTHEAST OF MAMMOTH ALONG
 CZ1881'THE ROAD TO COPPER CREEK MINES.
 CZ1881'
 CZ1881'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BLUEBIRD
 CZ1881'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1881'PROJECTING 0.3 FEET AND IS MARKED BY A WITNESS POST AND SIGN 3
 CZ1881'FEET TO THE NORTH.  THE STATION IS 40 FEET NORTH OF CENTERLINE
 CZ1881'OF ROAD AND ABOUT 4 FEET HIGHER THAN ROAD.
 CZ1881'
 CZ1881'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED BLUEBIRD
 CZ1881'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1881'PROJECTING 0.4 FEET.
 CZ1881'
 CZ1881'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CZ1881'BLUEBIRD RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 CZ1881'MONUMENT PROJECTING 0.4 FEET.
 CZ1881'
 CZ1881'TO REACH THE STATION FROM THE POST OFFICE IN MAMMOTH, TRAVEL
 CZ1881'NORTH ON MAIN ST. FOR 0.2 MILE TO BLUEBIRD ST., TURN RIGHT ON
 CZ1881'BLUEBIRD ST. THROUGH A GRAVEL PIT AND CONTINUE ACROSS SAN
 CZ1881'PEDRO RIVER TO A NORTH-SOUTH PAVED ROAD, CONTINUE STRAIGHT
 CZ1881'AHEAD ON GRAVEL ROAD THAT LEADS TO THE COPPER CREEK MINES FOR
 CZ1881'1.0 MILE AND THE STATION ON THE LEFT (NORTH).
 CZ1881'
 CZ1881'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0967 ***********************************************************************
 EU0967  DESIGNATION -  BLUFF
 EU0967  PID         -  EU0967
 EU0967  STATE/COUNTY-  AZ/LA PAZ
 EU0967  USGS QUAD   -  PARKER (1975)
 EU0967
 EU0967                         *CURRENT SURVEY CONTROL
 EU0967  ___________________________________________________________________
 EU0967* NAD 83(1992)-  34 10 20.81895(N)    114 15 07.40777(W)     ADJUSTED  
 EU0967* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 EU0967  ___________________________________________________________________
 EU0967  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 EU0967  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EU0967
 EU0967  HORZ ORDER  -  THIRD
 EU0967
 EU0967.The horizontal coordinates were established by classical geodetic methods
 EU0967.and adjusted by the National Geodetic Survey in August 1993..
 EU0967
 EU0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0967
 EU0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0967
 EU0967.The geoid height was determined by GEOID03.
 EU0967
 EU0967;                    North         East     Units Scale Factor Converg.
 EU0967;SPC AZ W     -   351,906.372   167,074.310   MT  0.99995973   -0 16 55.2
 EU0967;SPC AZ W     - 1,154,548.46    548,144.06   iFT  0.99995973   -0 16 55.2
 EU0967;SPC CA 5     -   581,033.106 2,345,462.100   MT  0.99997276   +2 08 10.9
 EU0967;SPC CA 5     - 1,906,272.78  7,695,070.24   sFT  0.99997276   +2 08 10.9
 EU0967;UTM  11      - 3,784,690.339   753,288.673   MT  1.00039090   +1 32 39.5
 EU0967
 EU0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0967!SPC AZ W     -   0.99998396  x   0.99995973  =   0.99994369
 EU0967!SPC CA 5     -   0.99998396  x   0.99997276  =   0.99995672
 EU0967!UTM  11      -   0.99998396  x   1.00039090  =   1.00037486
 EU0967
 EU0967|---------------------------------------------------------------------|
 EU0967| PID    Reference Object                     Distance      Geod. Az  |
 EU0967|                                                           dddmmss.s |
 EU0967| CC5214 BLUFF RM 1                            8.756 METERS 06232     |
 EU0967| EU0965 PARKER NE BASE                      APPROX. 1.4 KM 1363818.8 |
 EU0967| CC5215 BLUFF RM 2                            8.465 METERS 17950     |
 EU0967|---------------------------------------------------------------------|
 EU0967
 EU0967                          SUPERSEDED SURVEY CONTROL
 EU0967
 EU0967  NAD 83(1986)-  34 10 20.81990(N)    114 15 07.41394(W) AD(       ) 3
 EU0967  NAD 27      -  34 10 20.76293(N)    114 15 04.59525(W) AD(       ) 3
 EU0967  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG       
 EU0967
 EU0967.Superseded values are not recommended for survey control.
 EU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0967.See file dsdata.txt to determine how the superseded data were derived.
 EU0967
 EU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5328984690(NAD 83)
 EU0967_MARKER: DS = TRIANGULATION STATION DISK
 EU0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0967
 EU0967  HISTORY     - Date     Condition        Report By
 EU0967  HISTORY     - 1964     MONUMENTED       CGS
 EU0967
 EU0967                          STATION DESCRIPTION
 EU0967
 EU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0967'THE STATION IS 2-3/4 MILES NORTHEAST OF PARKER, ON THE CREST
 EU0967'OF A GRAVEL AND SAND BLUFF JUST SOUTH OF THE COLORADO RIVER
 EU0967'AND STATE HIGHWAY 95 AND ON LAND OF THE COLORADO RIVER INDIAN
 EU0967'RESERVATION.
 EU0967'
 EU0967'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, GO
 EU0967'NORTHWEST ON JOSHUA AVE. FOR 50 YARDS TO ARIZONA AVE.  TURN
 EU0967'RIGHT AND GO NORTHEAST ON ARIZONA AVE. FOR 0.1 MILE TO
 EU0967'CALIFORNIA AVE., (STATE HIGHWAY 95).  TURN LEFT AND GO NORTHWEST
 EU0967'ON HIGHWAY 95 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS TO THE
 EU0967'RIGHT AND GOES NORTHEAST.  TURN RIGHT AND GO NORTHEAST ON
 EU0967'HIGHWAY 95 FOR 2.7 MILES TO A BLUFF ON THE RIGHT WITH A
 EU0967'BULLDOZED TRAIL LEADING TO THE TOP OF THE BLUFF.  PACK SOUTH,
 EU0967'UPHILL, ON THE TRAIL FOR 100 YARDS TO THE TOP OF THE BLUFF
 EU0967'AND THE STATION.
 EU0967'
 EU0967'STATION MARKS ARE STANDARD DISKS STAMPED BLUFF 1964.  THE
 EU0967'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 EU0967'8 INCHES.  IT IS 5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 EU0967'AND NEAR THE CENTER OF THE BLUFF.  THE UNDERGROUND DISK IS
 EU0967'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 EU0967'SURFACE OF THE GROUND.
 EU0967'
 EU0967'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLUFF NO 1 1964,
 EU0967'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 EU0967'4 FEET EAST OF THE WEST EDGE OF THE BLUFF AND ABOUT THE
 EU0967'SAME ELEVATION AS THE STATION.
 EU0967'
 EU0967'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLUFF NO 2
 EU0967'1964, SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 EU0967'IT IS 4 FEET WEST OF THE EAST EDGE OF THE BLUFF AND ABOUT THE
 EU0967'SAME ELEVATION AS THE STATION.
 EU0967'
 EU0967'NOTE--AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 EU0967'
 EU0967'REFERENCE MARKS WERE MEASURED USING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0515 ***********************************************************************
 GP0515  DESIGNATION -  BLUFF
 GP0515  PID         -  GP0515
 GP0515  STATE/COUNTY-  AZ/COCONINO
 GP0515  USGS QUAD   -  TATAHATSO POINT (1988)
 GP0515
 GP0515                         *CURRENT SURVEY CONTROL
 GP0515  ___________________________________________________________________
 GP0515* NAD 83(1992)-  36 22 30.93289(N)    111 50 32.03496(W)     ADJUSTED  
 GP0515* NAVD 88     -      1801.7    (meters)    5911.     (feet)  VERTCON   
 GP0515  ___________________________________________________________________
 GP0515  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 GP0515  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GP0515
 GP0515  HORZ ORDER  -  THIRD
 GP0515
 GP0515.The horizontal coordinates were established by classical geodetic methods
 GP0515.and adjusted by the National Geodetic Survey in August 1993..
 GP0515
 GP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0515
 GP0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0515
 GP0515.The geoid height was determined by GEOID03.
 GP0515
 GP0515;                    North         East     Units Scale Factor Converg.
 GP0515;SPC AZ C     -   596,150.985   220,038.703   MT  0.99990055   +0 02 38.9
 GP0515;SPC AZ C     - 1,955,875.94    721,911.76   iFT  0.99990055   +0 02 38.9
 GP0515;UTM  12      - 4,025,900.810   424,452.077   MT  0.99967032   -0 29 58.3
 GP0515
 GP0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0515!SPC AZ C     -   0.99972090  x   0.99990055  =   0.99962148
 GP0515!UTM  12      -   0.99972090  x   0.99967032  =   0.99939131
 GP0515
 GP0515:                Primary Azimuth Mark                     Grid Az
 GP0515:SPC AZ C     -  SADDLE                                   234 01 42.9
 GP0515:UTM  12      -  SADDLE                                   234 34 20.1
 GP0515
 GP0515|---------------------------------------------------------------------|
 GP0515| PID    Reference Object                     Distance      Geod. Az  |
 GP0515|                                                           dddmmss.s |
 GP0515| GP0599 SADDLE                              APPROX.11.9 KM 2340421.8 |
 GP0515|---------------------------------------------------------------------|
 GP0515
 GP0515                          SUPERSEDED SURVEY CONTROL
 GP0515
 GP0515  NAD 83(1986)-  36 22 30.93245(N)    111 50 32.03084(W) AD(       ) 3
 GP0515  NGVD 29 (05/08/89) 1800.7    (m)         5908.     (f) VERT ANG       
 GP0515
 GP0515.Superseded values are not recommended for survey control.
 GP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0515.See file dsdata.txt to determine how the superseded data were derived.
 GP0515
 GP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2445225901(NAD 83)
 GP0515_MARKER: DD = SURVEY DISK
 GP0515_SETTING: 66 = SET IN ROCK OUTCROP
 GP0515_SP_SET: SET IN ROCK OUTCROP
 GP0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0515+STABILITY: POSITION/ELEVATION WELL
 GP0515
 GP0515  HISTORY     - Date     Condition        Report By
 GP0515  HISTORY     - 1953     MONUMENTED       USGS
 GP0515
 GP0515                          STATION DESCRIPTION
 GP0515
 GP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0515'LOCATED ABOUT 9 MI SW. OF SHINUMO ALTAR BUTTE, 0.75 MI SE. OF
 GP0515'COLORADO RIVER.  AT POINT OF RIM OF COLORADO RIVER CANYON.
 GP0515'
 GP0515'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0515'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 2.1 MI W.
 GP0515'TO RD. FORKS.  TAKE LEFT FORK 1.6 MI TO RD. FORKS.  TAKE RIGHT FORK
 GP0515'AND CONTINUE 5.2 MI W. TO DRAIN X-ING. NEAR EARTH DAM AND
 GP0515'RESERVOIR.  GO 4 MI W. AND NW.  GO LEFT CROSS-COUNTRY ABOUT 1 MI
 GP0515'SW. TO END OF TRUCK TRAVEL AT DEEP DRAIN.  PACK ABOUT 1.5 MI W.
 GP0515'CROSSING THREE DEEP DRAINS TO STATION NEAR POINT OF CLIFF
 GP0515'OVERLOOKING COLORADO RIVER.
 GP0515'
 GP0515'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1953---, CEMENTED IN
 GP0515'SOLID ROCK OUTCROP.
 GP0515'
 GP0515'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN SOLID ROCK
 GP0515'OUTCROP.
 GP0515'
 GP0515'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN SOLID ROCK
 GP0515'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0893 ***********************************************************************
 FQ0893  DESIGNATION -  BLUFF
 FQ0893  PID         -  FQ0893
 FQ0893  STATE/COUNTY-  AZ/NAVAJO
 FQ0893  USGS QUAD   -  WINSLOW NE (1986)
 FQ0893
 FQ0893                         *CURRENT SURVEY CONTROL
 FQ0893  ___________________________________________________________________
 FQ0893* NAD 83(1992)-  35 13 30.97860(N)    110 30 11.71582(W)     ADJUSTED  
 FQ0893* NAVD 88     -      1727.8    (meters)    5669.     (feet)  VERTCON   
 FQ0893  ___________________________________________________________________
 FQ0893  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FQ0893  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FQ0893
 FQ0893  HORZ ORDER  -  THIRD
 FQ0893
 FQ0893.The horizontal coordinates were established by classical geodetic methods
 FQ0893.and adjusted by the National Geodetic Survey in August 1993..
 FQ0893
 FQ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0893
 FQ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0893
 FQ0893.The geoid height was determined by GEOID03.
 FQ0893
 FQ0893;                    North         East     Units Scale Factor Converg.
 FQ0893;SPC AZ E     -   468,615.878   182,720.975   MT  0.99991157   -0 11 38.9
 FQ0893;SPC AZ E     - 1,537,453.67    599,478.26   iFT  0.99991157   -0 11 38.9
 FQ0893;UTM  12      - 3,898,138.348   545,204.469   MT  0.99962518   +0 17 11.5
 FQ0893
 FQ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0893!SPC AZ E     -   0.99973258  x   0.99991157  =   0.99964417
 FQ0893!UTM  12      -   0.99973258  x   0.99962518  =   0.99935786
 FQ0893
 FQ0893|---------------------------------------------------------------------|
 FQ0893| PID    Reference Object                     Distance      Geod. Az  |
 FQ0893|                                                           dddmmss.s |
 FQ0893| CR9950 BLUFF RM 1                           10.994 METERS 00008     |
 FQ0893| CR9951 BLUFF RM 2                           10.839 METERS 05545     |
 FQ0893| FQ0739 EDGE                                APPROX.11.2 KM 1831953.7 |
 FQ0893|---------------------------------------------------------------------|
 FQ0893
 FQ0893                          SUPERSEDED SURVEY CONTROL
 FQ0893
 FQ0893  NAD 83(1986)-  35 13 30.97486(N)    110 30 11.71859(W) AD(       ) 3
 FQ0893  NGVD 29 (02/23/90) 1727.0    (m)         5666.     (f) VERT ANG       
 FQ0893
 FQ0893.Superseded values are not recommended for survey control.
 FQ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0893.See file dsdata.txt to determine how the superseded data were derived.
 FQ0893
 FQ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4520498138(NAD 83)
 FQ0893_MARKER: DS = TRIANGULATION STATION DISK
 FQ0893_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0893
 FQ0893  HISTORY     - Date     Condition        Report By
 FQ0893  HISTORY     - 1955     MONUMENTED       USGS
 FQ0893  HISTORY     - 1965     GOOD             USGS
 FQ0893  HISTORY     - 1966     GOOD             USGS
 FQ0893
 FQ0893                          STATION DESCRIPTION
 FQ0893
 FQ0893'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0893'LOCATED ABOUT 20.0 MI N. OF WINSLOW, 4.0 MI W. OF POLACCA RD.  ON
 FQ0893'EDGE OF MESA CALLED PAINTED DESERT.
 FQ0893'
 FQ0893'TO REACH FROM WINSLOW POST OFFICE, DRIVE 1 BLOCK S. AND TURN E.
 FQ0893'ON U.S. HWY. 66 3.4 MI TO MINNETONKA TRADING POST.  TURN LEFT (N.)
 FQ0893'FOLLOWING GRADED RD. 19.2 MI TO POLACCA-DILKON RD. FORKS.  TAKE
 FQ0893'LEFT FORK 0.5 MI.  TAKE TRACK RD. LEFT 0.4 MI.  TAKE RIGHT FORK 2.6
 FQ0893'MI WESTERLY.  TAKE RIGHT FORK 1.0 MI ALONG EDGE OF RIM TO WHERE
 FQ0893'TRACK ENDS.  STATION IS ON SMALL ISLAND ABOUT 200 FT SW.
 FQ0893'
 FQ0893'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1955---, IN CONCRETE
 FQ0893'POST PROJECTING 1 FT.
 FQ0893'
 FQ0893'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, IN CONCRETE POST.
 FQ0893'
 FQ0893'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, IN CONCRETE POST.
 FQ0893
 FQ0893                          STATION RECOVERY (1965)
 FQ0893
 FQ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0893'RECOVERED AS DESCRIBED BY USGS.
 FQ0893
 FQ0893                          STATION RECOVERY (1966)
 FQ0893
 FQ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0893'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0679 ***********************************************************************
 ER0679  DESIGNATION -  BLUFF
 ER0679  PID         -  ER0679
 ER0679  STATE/COUNTY-  AZ/APACHE
 ER0679  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0679
 ER0679                         *CURRENT SURVEY CONTROL
 ER0679  ___________________________________________________________________
 ER0679* NAD 83(1992)-  34 43 43.94032(N)    109 15 17.50825(W)     ADJUSTED  
 ER0679* NAVD 88     -      1768.03   (+/-2cm)    5800.6    (feet)  VERTCON   
 ER0679  ___________________________________________________________________
 ER0679  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 ER0679  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 ER0679
 ER0679  HORZ ORDER  -  SECOND
 ER0679  VERT ORDER  -  THIRD ? (See Below)
 ER0679
 ER0679.The horizontal coordinates were established by classical geodetic methods
 ER0679.and adjusted by the National Geodetic Survey in August 1993..
 ER0679
 ER0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0679.The vertical order pertains to the NGVD 29 superseded value.
 ER0679
 ER0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0679
 ER0679.The geoid height was determined by GEOID03.
 ER0679
 ER0679;                    North         East     Units Scale Factor Converg.
 ER0679;SPC AZ E     -   413,877.378   296,863.371   MT  0.99998591   +0 31 10.1
 ER0679;SPC AZ E     - 1,357,865.41    973,961.19   iFT  0.99998591   +0 31 10.1
 ER0679;UTM  12      - 3,844,363.198   659,778.833   MT  0.99991466   +0 59 39.9
 ER0679
 ER0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0679!SPC AZ E     -   0.99972619  x   0.99998591  =   0.99971210
 ER0679!UTM  12      -   0.99972619  x   0.99991466  =   0.99964087
 ER0679
 ER0679|---------------------------------------------------------------------|
 ER0679| PID    Reference Object                     Distance      Geod. Az  |
 ER0679|                                                           dddmmss.s |
 ER0679| CS5166 BLUFF RM 1                           10.284 METERS 02518     |
 ER0679| CS5167 BLUFF RM 2                            9.827 METERS 20532     |
 ER0679|---------------------------------------------------------------------|
 ER0679
 ER0679                          SUPERSEDED SURVEY CONTROL
 ER0679
 ER0679  NAD 83(1986)-  34 43 43.93863(N)    109 15 17.51641(W) AD(       ) 2
 ER0679  NGVD 29 (01/29/91) 1767.17   (m)         5797.8    (f) LEVELING    3  
 ER0679
 ER0679.Superseded values are not recommended for survey control.
 ER0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0679.See file dsdata.txt to determine how the superseded data were derived.
 ER0679
 ER0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5977944363(NAD 83)
 ER0679_MARKER: DS = TRIANGULATION STATION DISK
 ER0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0679+STABILITY: SURFACE MOTION
 ER0679
 ER0679  HISTORY     - Date     Condition        Report By
 ER0679  HISTORY     - 1982     MONUMENTED       AZDT
 ER0679
 ER0679                          STATION DESCRIPTION
 ER0679
 ER0679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0679'THE STATION IS LOCATED 16-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0679'HIGHWAY 666.
 ER0679'
 ER0679'THE STATION MARK IS AN AZDT DISK STAMPED---BLUFF 1982---SET IN TOP OF
 ER0679'A 10 INCH CONCRETE MONUMENT.  IT IS 70 FEET EAST OF THE CENTER LINE OF
 ER0679'THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ER0679'
 ER0679'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLUFF RM 1 1982---SET IN
 ER0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0679'
 ER0679'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLUFF RM 2 1982---SET IN
 ER0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0679'
 ER0679'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST
 ER0679'ALONG U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO THE
 ER0679'JUNCTION WITH U.S. HIGHWAY 666.  TRAVEL NORTHEAST ALONG U.S. 666
 ER0679'FOR 17.85 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0218 ***********************************************************************
 DB0218  DESIGNATION -  BM
 DB0218  PID         -  DB0218
 DB0218  STATE/COUNTY-  AZ/YUMA
 DB0218  USGS QUAD   -  YUMA EAST (1994)
 DB0218
 DB0218                         *CURRENT SURVEY CONTROL
 DB0218  ___________________________________________________________________
 DB0218* NAD 83(1986)-  32 41 11.     (N)    114 35 28.     (W)     SCALED    
 DB0218* NAVD 88     -        65.36   (+/-2cm)     214.4    (feet)  VERTCON   
 DB0218  ___________________________________________________________________
 DB0218  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0218
 DB0218  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0218
 DB0218.The horizontal coordinates were scaled from a topographic map and have
 DB0218.an estimated accuracy of +/- 6 seconds.
 DB0218
 DB0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0218.The vertical order pertains to the NGVD 29 superseded value.
 DB0218
 DB0218.The geoid height was determined by GEOID03.
 DB0218
 DB0218;                    North         East    Units  Estimated Accuracy
 DB0218;SPC AZ W     -   187,290.      134,480.      MT  (+/- 180 meters Scaled)
 DB0218
 DB0218                          SUPERSEDED SURVEY CONTROL
 DB0218
 DB0218  NGVD 29 (??/??/??)   64.705  (m)          212.29   (f) ADJUSTED    1 2
 DB0218
 DB0218.Superseded values are not recommended for survey control.
 DB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0218.See file dsdata.txt to determine how the superseded data were derived.
 DB0218
 DB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS258190(NAD 83)
 DB0218_MARKER: DD = SURVEY DISK
 DB0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0218_STAMPING: 212.217
 DB0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0218
 DB0218  HISTORY     - Date     Condition        Report By
 DB0218  HISTORY     - UNK      MONUMENTED       USGS
 DB0218  HISTORY     - 1964     GOOD             NGS
 DB0218  HISTORY     - 1973     POOR             NGS
 DB0218  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0218  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0218
 DB0218                          STATION DESCRIPTION
 DB0218
 DB0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0218'5.4 MI E FROM YUMA.
 DB0218'3.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0218'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.25
 DB0218'MILES NORTH ALONG A PAVED ROAD, THENCE 0.4 MILE EAST ALONG A
 DB0218'GRAVELED ROAD, THENCE 90 YARDS NORTH ACROSS A RAILROAD SIDING,
 DB0218'32 FEET SOUTHEAST OF A TELEPHONE POLE, 27-1/2 FEET NORTH OF THE
 DB0218'NORTH RAIL OF THE MAIN TRACK, 3 FEET LOWER THAN THE ROADBED AND
 DB0218'SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 2 FEET
 DB0218'ABOVE THE SURFACE OF THE GROUND.
 DB0218
 DB0218                          STATION RECOVERY (1973)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DB0218'MARK RECOVERED IN POOR CONDITION.
 DB0218
 DB0218                          STATION RECOVERY (1981)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0218'SEARCHED FOR BUT NOT RECOVERED.
 DB0218
 DB0218                          STATION RECOVERY (1981)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0218'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0370 ***********************************************************************
 CZ0370  DESIGNATION -  BM
 CZ0370  PID         -  CZ0370
 CZ0370  STATE/COUNTY-  AZ/PINAL
 CZ0370  USGS QUAD   -  RED ROCK (1993)
 CZ0370
 CZ0370                         *CURRENT SURVEY CONTROL
 CZ0370  ___________________________________________________________________
 CZ0370* NAD 83(1986)-  32 31 10.     (N)    111 16 39.     (W)     SCALED    
 CZ0370* NAVD 88     -       590.86   (+/-2cm)    1938.5    (feet)  VERTCON   
 CZ0370  ___________________________________________________________________
 CZ0370  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CZ0370
 CZ0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0370
 CZ0370.The horizontal coordinates were scaled from a topographic map and have
 CZ0370.an estimated accuracy of +/- 6 seconds.
 CZ0370
 CZ0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0370.The vertical order pertains to the NGVD 29 superseded value.
 CZ0370
 CZ0370.The geoid height was determined by GEOID03.
 CZ0370
 CZ0370;                    North         East    Units  Estimated Accuracy
 CZ0370;SPC AZ C     -   168,640.      273,410.      MT  (+/- 180 meters Scaled)
 CZ0370
 CZ0370                          SUPERSEDED SURVEY CONTROL
 CZ0370
 CZ0370  NGVD 29 (??/??/92)  590.36   (m)         1936.9    (f) COMPUTED    2 0
 CZ0370
 CZ0370.Superseded values are not recommended for survey control.
 CZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0370.See file dsdata.txt to determine how the superseded data were derived.
 CZ0370
 CZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA739980(NAD 83)
 CZ0370_MARKER: DD = SURVEY DISK
 CZ0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0370_SP_SET: CULVERT
 CZ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0370
 CZ0370  HISTORY     - Date     Condition        Report By
 CZ0370  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0370  HISTORY     - 1962     GOOD             NGS
 CZ0370
 CZ0370                          STATION DESCRIPTION
 CZ0370
 CZ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0370'4.8 MI SE FROM RED ROCK.
 CZ0370'FROM THE RAILROAD DEPOT IN RED ROCK GO 4.8 MILES SOUTHEAST ON STATE
 CZ0370'HIGHWAY 84.  THE MARK IS SET IN THE SOUTH HEADWALL OF A CONCRETE
 CZ0370'CULVERT OF THE NORTHWEST TRAFFIC LANE OF INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0470 ***********************************************************************
 DV0470  DESIGNATION -  BM
 DV0470  PID         -  DV0470
 DV0470  STATE/COUNTY-  AZ/MARICOPA
 DV0470  USGS QUAD   -  FOWLER (1982)
 DV0470
 DV0470                         *CURRENT SURVEY CONTROL
 DV0470  ___________________________________________________________________
 DV0470* NAD 83(1986)-  33 25 20.     (N)    112 08 03.     (W)     SCALED    
 DV0470* NAVD 88     -       317.98   (+/-2cm)    1043.2    (feet)  VERTCON   
 DV0470  ___________________________________________________________________
 DV0470  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0470
 DV0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0470
 DV0470.The horizontal coordinates were scaled from a topographic map and have
 DV0470.an estimated accuracy of +/- 6 seconds.
 DV0470
 DV0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0470.The vertical order pertains to the NGVD 29 superseded value.
 DV0470
 DV0470.The geoid height was determined by GEOID03.
 DV0470
 DV0470;                    North         East    Units  Estimated Accuracy
 DV0470;SPC AZ C     -   268,600.      193,130.      MT  (+/- 180 meters Scaled)
 DV0470
 DV0470                          SUPERSEDED SURVEY CONTROL
 DV0470
 DV0470  NGVD 29 (??/??/92)  317.342  (m)         1041.15   (f) ADJ UNCH    2 0
 DV0470
 DV0470.Superseded values are not recommended for survey control.
 DV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0470.See file dsdata.txt to determine how the superseded data were derived.
 DV0470
 DV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB945986(NAD 83)
 DV0470_MARKER: DD = SURVEY DISK
 DV0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0470_SP_SET: GATE WALL
 DV0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0470
 DV0470  HISTORY     - Date     Condition        Report By
 DV0470  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV0470  HISTORY     - 1962     GOOD             NGS
 DV0470  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0470
 DV0470                          STATION DESCRIPTION
 DV0470
 DV0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0470'IN PHOENIX.
 DV0470'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE A.S.H.D. DURANGO
 DV0470'YARDS IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH
 DV0470'27TH AVENUE, THENCE 1 MILE WEST ALONG LOWER BUCKEYE ROAD TO THE
 DV0470'JUNCTION OF SOUTH 35TH AVENUE, SET IN TOP OF THE SOUTH RETAINING WALL
 DV0470'OF AN IRRAGATION CANAL CONTROL GATE, 15 FEET NORTH OF THE CENTER OF
 DV0470'LOWER BUCKEYE ROAD, 31 FEET EAST OF THE CENTER OF SOUTH 35TH AVENUE,
 DV0470'AND ABOUT 1.5 FEET ABOVE THE LEVEL OF LOWER BUCKEYE ROAD.
 DV0470
 DV0470                          STATION RECOVERY (1992)
 DV0470
 DV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0470'THE DESCRIBED FLOOD GATE HAS HAD CEMENT ADDED AND THE DISK MAY HAVE
 DV0470'BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0490 ***********************************************************************
 DV0490  DESIGNATION -  BM
 DV0490  PID         -  DV0490
 DV0490  STATE/COUNTY-  AZ/MARICOPA
 DV0490  USGS QUAD   -  PHOENIX (1982)
 DV0490
 DV0490                         *CURRENT SURVEY CONTROL
 DV0490  ___________________________________________________________________
 DV0490* NAD 83(1986)-  33 26 52.     (N)    112 04 34.     (W)     SCALED    
 DV0490* NAVD 88     -       331.24   (+/-2cm)    1086.7    (feet)  VERTCON   
 DV0490  ___________________________________________________________________
 DV0490  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0490
 DV0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0490
 DV0490.The horizontal coordinates were scaled from a topographic map and have
 DV0490.an estimated accuracy of +/- 6 seconds.
 DV0490
 DV0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0490.The vertical order pertains to the NGVD 29 superseded value.
 DV0490
 DV0490.The geoid height was determined by GEOID03.
 DV0490
 DV0490;                    North         East    Units  Estimated Accuracy
 DV0490;SPC AZ C     -   271,420.      198,540.      MT  (+/- 180 meters Scaled)
 DV0490
 DV0490                          SUPERSEDED SURVEY CONTROL
 DV0490
 DV0490  NGVD 29 (??/??/92)  330.580  (m)         1084.58   (f) ADJ UNCH    2 0
 DV0490
 DV0490.Superseded values are not recommended for survey control.
 DV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0490.See file dsdata.txt to determine how the superseded data were derived.
 DV0490
 DV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC999014(NAD 83)
 DV0490_MARKER: Z = SEE DESCRIPTION
 DV0490_SETTING: 66 = SET IN ROCK OUTCROP
 DV0490_SP_SET: ROCK
 DV0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0490+STABILITY: POSITION/ELEVATION WELL
 DV0490
 DV0490  HISTORY     - Date     Condition        Report By
 DV0490  HISTORY     - UNK      MONUMENTED       AZ0370
 DV0490  HISTORY     - 1948     GOOD             NGS
 DV0490
 DV0490                          STATION DESCRIPTION
 DV0490
 DV0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0490'IN PHOENIX.
 DV0490'AT PHOENIX, MARICOPA COUNTY, AT THE NORTHWEST CORNER OF BLOCK 76,
 DV0490'ORIGINAL TOWN OF PHOENIX, IN THE EXTREME NORTHWEST CORNER OF THE
 DV0490'GROUNDS AROUND THE COUNTY COURTHOUSE-CITY HALL, AT A RIGHT ANGLE IN
 DV0490'THE SIDEWALK, IN A WELL WITH A CAST IRON LID, AND ON THE TOP OF A DOME
 DV0490'SHAPED ROCK.  THE TOP OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0242 ***********************************************************************
 CY0242  DESIGNATION -  BM
 CY0242  PID         -  CY0242
 CY0242  STATE/COUNTY-  AZ/GREENLEE
 CY0242  USGS QUAD   -  YORK (1986)
 CY0242
 CY0242                         *CURRENT SURVEY CONTROL
 CY0242  ___________________________________________________________________
 CY0242* NAD 83(1986)-  32 58 11.     (N)    109 12 29.     (W)     SCALED    
 CY0242* NAVD 88     -      1163.643  (meters)    3817.72   (feet)  ADJUSTED  
 CY0242  ___________________________________________________________________
 CY0242  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CY0242  DYNAMIC HT  -        1161.960 (meters)    3812.20  (feet)  COMP
 CY0242  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 CY0242
 CY0242  VERT ORDER  -  SECOND    CLASS 0
 CY0242
 CY0242.The horizontal coordinates were scaled from a topographic map and have
 CY0242.an estimated accuracy of +/- 6 seconds.
 CY0242
 CY0242.The orthometric height was determined by differential leveling
 CY0242.and adjusted by the National Geodetic Survey in June 1991..
 CY0242
 CY0242.The geoid height was determined by GEOID03.
 CY0242
 CY0242.The dynamic height is computed by dividing the NAVD 88
 CY0242.geopotential number by the normal gravity value computed on the
 CY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0242.degrees latitude (g = 980.6199 gals.).
 CY0242
 CY0242.The modeled gravity was interpolated from observed gravity values.
 CY0242
 CY0242;                    North         East    Units  Estimated Accuracy
 CY0242;SPC AZ E     -   218,800.      302,970.      MT  (+/- 180 meters Scaled)
 CY0242
 CY0242                          SUPERSEDED SURVEY CONTROL
 CY0242
 CY0242  NGVD 29 (??/??/92) 1162.901  (m)         3815.28   (f) ADJ UNCH    2 0
 CY0242
 CY0242.Superseded values are not recommended for survey control.
 CY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0242.See file dsdata.txt to determine how the superseded data were derived.
 CY0242
 CY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB674493(NAD 83)
 CY0242_MARKER: P = PIPE CAP
 CY0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0242
 CY0242  HISTORY     - Date     Condition        Report By
 CY0242  HISTORY     - UNK      MONUMENTED       USGS
 CY0242  HISTORY     - 1934     GOOD             NGS
 CY0242
 CY0242                          STATION DESCRIPTION
 CY0242
 CY0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0242'10.1 MI SE FROM CLIFTON.
 CY0242'AT JUNCTION OF STATE HWYS. NO.78 AND 75, 180 FT. EAST OF CENTER LINE
 CY0242'OF HWY. NO.75, 100 FT. NORTH OF CENTER LINE OF HWY. NO.78, 30 FT.
 CY0242'SOUTH EAST OF TELEPHONE POLE, ON 4 INCH PIPE 2 FT. HIGH AND REINFORCED
 CY0242'WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0856 ***********************************************************************
 DV0856  DESIGNATION -  BM
 DV0856  PID         -  DV0856
 DV0856  STATE/COUNTY-  AZ/MARICOPA
 DV0856  USGS QUAD   -  WINTERSBURG (1984)
 DV0856
 DV0856                         *CURRENT SURVEY CONTROL
 DV0856  ___________________________________________________________________
 DV0856* NAD 83(1986)-  33 28 59.     (N)    112 52 32.     (W)     SCALED    
 DV0856* NAVD 88     -       333.99   (+/-2cm)    1095.8    (feet)  VERTCON   
 DV0856  ___________________________________________________________________
 DV0856  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0856
 DV0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0856
 DV0856.The horizontal coordinates were scaled from a topographic map and have
 DV0856.an estimated accuracy of +/- 6 seconds.
 DV0856
 DV0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0856.The vertical order pertains to the NGVD 29 superseded value.
 DV0856
 DV0856.The geoid height was determined by GEOID03.
 DV0856
 DV0856;                    North         East    Units  Estimated Accuracy
 DV0856;SPC AZ C     -   275,730.      124,250.      MT  (+/- 180 meters Scaled)
 DV0856
 DV0856                          SUPERSEDED SURVEY CONTROL
 DV0856
 DV0856  NGVD 29 (??/??/92)  333.37   (m)         1093.7    (f) COMPUTED    2 0
 DV0856
 DV0856.Superseded values are not recommended for survey control.
 DV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0856.See file dsdata.txt to determine how the superseded data were derived.
 DV0856
 DV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC257064(NAD 83)
 DV0856_MARKER: DD = SURVEY DISK
 DV0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0856+STABILITY: SURFACE MOTION
 DV0856
 DV0856  HISTORY     - Date     Condition        Report By
 DV0856  HISTORY     - UNK      MONUMENTED       AZHD
 DV0856  HISTORY     - 1962     GOOD             NGS
 DV0856
 DV0856                          STATION DESCRIPTION
 DV0856
 DV0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0856'4.3 MI SE FROM TONOPAH.
 DV0856'0.5 MILE EAST-SOUTHEAST OF R 415 66.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0856'DISK WITH NO STAMPING, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0856'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0856'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0057 ***********************************************************************
 DV0057  DESIGNATION -  BM
 DV0057  PID         -  DV0057
 DV0057  STATE/COUNTY-  AZ/MARICOPA
 DV0057  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0057
 DV0057                         *CURRENT SURVEY CONTROL
 DV0057  ___________________________________________________________________
 DV0057* NAD 83(1986)-  33 39 18.     (N)    112 11 10.     (W)     SCALED    
 DV0057* NAVD 88     -       387.41   (+/-2cm)    1271.0    (feet)  VERTCON   
 DV0057  ___________________________________________________________________
 DV0057  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV0057
 DV0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0057
 DV0057.The horizontal coordinates were scaled from a topographic map and have
 DV0057.an estimated accuracy of +/- 6 seconds.
 DV0057
 DV0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0057.The vertical order pertains to the NGVD 29 superseded value.
 DV0057
 DV0057.The geoid height was determined by GEOID03.
 DV0057
 DV0057;                    North         East    Units  Estimated Accuracy
 DV0057;SPC AZ C     -   294,420.      188,370.      MT  (+/- 180 meters Scaled)
 DV0057
 DV0057                          SUPERSEDED SURVEY CONTROL
 DV0057
 DV0057  NGVD 29 (??/??/92)  386.85   (m)         1269.2    (f) COMPUTED    1 2
 DV0057
 DV0057.Superseded values are not recommended for survey control.
 DV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0057.See file dsdata.txt to determine how the superseded data were derived.
 DV0057
 DV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900245(NAD 83)
 DV0057_MARKER: DD = SURVEY DISK
 DV0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0057_SP_SET: BRIDGE
 DV0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0057
 DV0057  HISTORY     - Date     Condition        Report By
 DV0057  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0057  HISTORY     - 1967     GOOD             NGS
 DV0057  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV0057
 DV0057                          STATION DESCRIPTION
 DV0057
 DV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0057'11.75 MI N FROM GLENDALE.
 DV0057'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0057'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0
 DV0057'MILES WEST ALONG BELL ROAD, THENCE 1.1 MILES NORTH ALONG NORTH 59TH
 DV0057'AVENUE, OR ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN
 DV0057'AT SUN CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25
 DV0057'MILE CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST
 DV0057'ACROSS BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A
 DV0057'GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS
 DV0057'67TH AVENUE, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9
 DV0057'MILE SOUTH ALONG NORTH 59TH AVENUE, IN SECTION 29, T 4 N, R 2 E, 17
 DV0057'FEET EAST OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE
 DV0057'SOUTH END OF THE EAST CONCRETE BASE OF A GUARD RAIL ON A HIGHWAY
 DV0057'BRIDGE OVER SKUNK CREEK, 3 INCHES WEST OF A CONCRETE PILLAR, 67 1/2
 DV0057'FEET NORTH OF BENCH MARK X 266, AND ABOUT 14 INCHES ABOVE THE LEVEL OF
 DV0057'THE AVENUE.
 DV0057
 DV0057                          STATION RECOVERY (1994)
 DV0057
 DV0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0371 ***********************************************************************
 DT0371  DESIGNATION -  BM
 DT0371  PID         -  DT0371
 DT0371  STATE/COUNTY-  AZ/GREENLEE
 DT0371  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0371
 DT0371                         *CURRENT SURVEY CONTROL
 DT0371  ___________________________________________________________________
 DT0371* NAD 83(1986)-  33 00 28.     (N)    109 13 52.     (W)     SCALED    
 DT0371* NAVD 88     -      1237.633  (meters)    4060.47   (feet)  ADJUSTED  
 DT0371  ___________________________________________________________________
 DT0371  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DT0371  DYNAMIC HT  -        1235.839 (meters)    4054.58  (feet)  COMP
 DT0371  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 DT0371
 DT0371  VERT ORDER  -  SECOND    CLASS 0
 DT0371
 DT0371.The horizontal coordinates were scaled from a topographic map and have
 DT0371.an estimated accuracy of +/- 6 seconds.
 DT0371
 DT0371.The orthometric height was determined by differential leveling
 DT0371.and adjusted by the National Geodetic Survey in June 1991..
 DT0371
 DT0371.The geoid height was determined by GEOID03.
 DT0371
 DT0371.The dynamic height is computed by dividing the NAVD 88
 DT0371.geopotential number by the normal gravity value computed on the
 DT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0371.degrees latitude (g = 980.6199 gals.).
 DT0371
 DT0371.The modeled gravity was interpolated from observed gravity values.
 DT0371
 DT0371;                    North         East    Units  Estimated Accuracy
 DT0371;SPC AZ E     -   223,000.      300,780.      MT  (+/- 180 meters Scaled)
 DT0371
 DT0371                          SUPERSEDED SURVEY CONTROL
 DT0371
 DT0371  NGVD 29 (??/??/92) 1236.89   (m)         4058.0    (f) COMPUTED    2 0
 DT0371
 DT0371.Superseded values are not recommended for survey control.
 DT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0371.See file dsdata.txt to determine how the superseded data were derived.
 DT0371
 DT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB652535(NAD 83)
 DT0371_MARKER: Z = SEE DESCRIPTION
 DT0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0371
 DT0371  HISTORY     - Date     Condition        Report By
 DT0371  HISTORY     - UNK      MONUMENTED       USGS
 DT0371  HISTORY     - 1934     GOOD             NGS
 DT0371
 DT0371                          STATION DESCRIPTION
 DT0371
 DT0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0371'6.4 MI S FROM CLIFTON.
 DT0371'ON STATE HWY. NO. 75, 3.7 MILES NORTH WEST OF JUNCTION WITH HWY. NO.
 DT0371'78, 400 FT. WEST OF TELEPHONE LINE AND SECOND CLASS ROAD, 360 FT. WEST
 DT0371'OF CENTER LINE OF HWY., AND ABOUT 180 FT. NORTH EAST OF SMALL ROCKY
 DT0371'HILL, ON TOP OF 4 INCH PIPE REINFORCED WITH CONCRETE.  NOTE--
 DT0371'DISFIGURED SO THAT NO LEGIBLE IDENTIFYING MARK SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0180 ***********************************************************************
 ER0180  DESIGNATION -  BM
 ER0180  PID         -  ER0180
 ER0180  STATE/COUNTY-  AZ/APACHE
 ER0180  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0180
 ER0180                         *CURRENT SURVEY CONTROL
 ER0180  ___________________________________________________________________
 ER0180* NAD 83(1986)-  34 30 36.     (N)    109 27 48.     (W)     SCALED    
 ER0180* NAVD 88     -      1778.855  (meters)    5836.13   (feet)  ADJUSTED  
 ER0180  ___________________________________________________________________
 ER0180  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0180  DYNAMIC HT  -        1776.304 (meters)    5827.76  (feet)  COMP
 ER0180  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 ER0180
 ER0180  VERT ORDER  -  SECOND    CLASS 0
 ER0180
 ER0180.The horizontal coordinates were scaled from a topographic map and have
 ER0180.an estimated accuracy of +/- 6 seconds.
 ER0180
 ER0180.The orthometric height was determined by differential leveling
 ER0180.and adjusted by the National Geodetic Survey in June 1991..
 ER0180
 ER0180.The geoid height was determined by GEOID03.
 ER0180
 ER0180.The dynamic height is computed by dividing the NAVD 88
 ER0180.geopotential number by the normal gravity value computed on the
 ER0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0180.degrees latitude (g = 980.6199 gals.).
 ER0180
 ER0180.The modeled gravity was interpolated from observed gravity values.
 ER0180
 ER0180;                    North         East    Units  Estimated Accuracy
 ER0180;SPC AZ E     -   389,450.      277,940.      MT  (+/- 180 meters Scaled)
 ER0180
 ER0180                          SUPERSEDED SURVEY CONTROL
 ER0180
 ER0180  NGVD 29 (??/??/92) 1778.010  (m)         5833.35   (f) ADJ UNCH    2 0
 ER0180
 ER0180.Superseded values are not recommended for survey control.
 ER0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0180.See file dsdata.txt to determine how the superseded data were derived.
 ER0180
 ER0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD410197(NAD 83)
 ER0180_MARKER: DD = SURVEY DISK
 ER0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0180_SP_SET: CONCRETE BASE
 ER0180_STAMPING: AHD
 ER0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0180
 ER0180  HISTORY     - Date     Condition        Report By
 ER0180  HISTORY     - UNK      MONUMENTED       AZHD
 ER0180  HISTORY     - 1932     GOOD             NGS
 ER0180  HISTORY     - 1972     POOR             USGS
 ER0180  HISTORY     - 20040408 POOR             GEOCAC
 ER0180
 ER0180                          STATION DESCRIPTION
 ER0180
 ER0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 ER0180'5.6 MI W FROM ST JOHNS.
 ER0180'U.S. HWY. 180, 35 FEET SOUTHEAST OF ARIZONA STATE HWY. BENCH MARK
 ER0180'(STA. 472+89.2, 1932) 18 FEET NORTH OF CENTER LINE OF THE HIGHWAY, AND
 ER0180'IN BASE OF F.A.P., 78-A AND 78-C SIGN POST.  TABLET IN CONCRETE BASE
 ER0180'FOR SIGN AND FLUSH WITH ROAD BED.
 ER0180
 ER0180                          STATION RECOVERY (1972)
 ER0180
 ER0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0180'MARK RECOVERED IN POOR CONDITION.
 ER0180
 ER0180                          STATION RECOVERY (2004)
 ER0180
 ER0180'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0180'MARK IS OF QUESTIONABLE STABILITY. HEAVY EROSION AROUND CONCRETE BASE.
 ER0180'CIVILIAN GPS COORDINATES 34  30.621'N 109  27.765'W
 ER0180' 
 ER0180' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0766 ***********************************************************************
 DU0766  DESIGNATION -  BM
 DU0766  PID         -  DU0766
 DU0766  STATE/COUNTY-  AZ/MARICOPA
 DU0766  USGS QUAD   -  CHANDLER (1981)
 DU0766
 DU0766                         *CURRENT SURVEY CONTROL
 DU0766  ___________________________________________________________________
 DU0766* NAD 83(1986)-  33 21 24.     (N)    111 47 46.     (W)     SCALED    
 DU0766* NAVD 88     -       376.21   (+/-2cm)    1234.3    (feet)  VERTCON   
 DU0766  ___________________________________________________________________
 DU0766  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0766
 DU0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0766
 DU0766.The horizontal coordinates were scaled from a topographic map and have
 DU0766.an estimated accuracy of +/- 6 seconds.
 DU0766
 DU0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0766.The vertical order pertains to the NGVD 29 superseded value.
 DU0766
 DU0766.The geoid height was determined by GEOID03.
 DU0766
 DU0766;                    North         East    Units  Estimated Accuracy
 DU0766;SPC AZ C     -   261,310.      224,580.      MT  (+/- 180 meters Scaled)
 DU0766
 DU0766                          SUPERSEDED SURVEY CONTROL
 DU0766
 DU0766  NGVD 29 (??/??/92)  375.68   (m)         1232.5    (f) COMPUTED    2 0
 DU0766
 DU0766.Superseded values are not recommended for survey control.
 DU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0766.See file dsdata.txt to determine how the superseded data were derived.
 DU0766
 DU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259911(NAD 83)
 DU0766_MARKER: DD = SURVEY DISK
 DU0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0766_SP_SET: CULVERT
 DU0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0766+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 DU0766
 DU0766  HISTORY     - Date     Condition        Report By
 DU0766  HISTORY     - UNK      MONUMENTED       BOR
 DU0766  HISTORY     - 1934     GOOD             NGS
 DU0766  HISTORY     - 20051023 GOOD             GEOCAC
 DU0766
 DU0766                          STATION DESCRIPTION
 DU0766
 DU0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0766'0.5 MI N FROM GILBERT.
 DU0766'0.5 MI NORTH ON S.P. RY. IN THE TOP OF THE CONCRETE HEADWALL OF
 DU0766'CULVERT NO. 926-C, 21 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0766
 DU0766                          STATION RECOVERY (2005)
 DU0766
 DU0766'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU0766'RECOVERED AS DESCRIBED AT  33 21 25.8 (N)  111 47 47.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0078 ***********************************************************************
 GQ0078  DESIGNATION -  BM
 GQ0078  PID         -  GQ0078
 GQ0078  STATE/COUNTY-  AZ/MOHAVE
 GQ0078  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0078
 GQ0078                         *CURRENT SURVEY CONTROL
 GQ0078  ___________________________________________________________________
 GQ0078* NAD 83(1986)-  36 08 53.     (N)    113 58 56.     (W)     SCALED    
 GQ0078* NAVD 88     -       359.996  (meters)    1181.09   (feet)  POSTED    
 GQ0078  ___________________________________________________________________
 GQ0078  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0078  DYNAMIC HT  -         359.630 (meters)    1179.89  (feet)  COMP
 GQ0078  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 GQ0078
 GQ0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0078
 GQ0078.The horizontal coordinates were scaled from a topographic map and have
 GQ0078.an estimated accuracy of +/- 6 seconds.
 GQ0078
 GQ0078.The orthometric height was determined by differential leveling
 GQ0078.and adjusted by the National Geodetic Survey in 1992..
 GQ0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0078.rate of 0.0 thru 1.0 mm/km.
 GQ0078
 GQ0078.The geoid height was determined by GEOID03.
 GQ0078
 GQ0078.The dynamic height is computed by dividing the NAVD 88
 GQ0078.geopotential number by the normal gravity value computed on the
 GQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0078.degrees latitude (g = 980.6199 gals.).
 GQ0078
 GQ0078.The modeled gravity was interpolated from observed gravity values.
 GQ0078
 GQ0078;                    North         East    Units  Estimated Accuracy
 GQ0078;SPC AZ W     -   570,980.      192,460.      MT  (+/- 180 meters Scaled)
 GQ0078
 GQ0078                          SUPERSEDED SURVEY CONTROL
 GQ0078
 GQ0078  NGVD 29 (??/??/92)  359.314  (m)         1178.85   (f) ADJ UNCH    1 1
 GQ0078
 GQ0078.Superseded values are not recommended for survey control.
 GQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0078.See file dsdata.txt to determine how the superseded data were derived.
 GQ0078
 GQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF316044(NAD 83)
 GQ0078_MARKER: DB = BENCH MARK DISK
 GQ0078_SETTING: 80 = SET IN A BOULDER
 GQ0078_SP_SET: BOULDER
 GQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0078+STABILITY: SURFACE MOTION
 GQ0078
 GQ0078  HISTORY     - Date     Condition        Report By
 GQ0078  HISTORY     - UNK      MONUMENTED       CGS
 GQ0078  HISTORY     - 1950     GOOD             NGS
 GQ0078
 GQ0078                          STATION DESCRIPTION
 GQ0078
 GQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0078'66.3 MI SE FROM RIVERSIDE, NV.
 GQ0078'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0078'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0078'THENCE 26.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. TOMAS-PIERCES
 GQ0078'FERRY ROAD, THENCE 0.6 MILE NORTHWEST ACROSS COUNTRY, 0.6 MILE
 GQ0078'NORTHWEST OF BM M 127, ON THE NORTH EDGE OF A SMALL ROCKY POINT, ABOUT
 GQ0078'100 YARDS SOUTH OF A PROMINENT PENINSULA EXTENDING ABOUT 150 YARDS
 GQ0078'INTO LAKE MEAD, ABOUT 90 YARDS WEST OF AND ABOUT 40 FEET BELOW THE
 GQ0078'HIGH WATER MARK, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 2 FEET
 GQ0078'ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS RECOVERED BY THE LEVEL UNIT
 GQ0078'WHILE MAKING THE RIVER CROSSING NEAR PIERCES FERRY, IT IS NOT STAMPED
 GQ0078'AND ITS LOCATION DOES NOT FIT ANY OF THE OLD DESCRIPTIONS. IT IS A
 GQ0078'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0582 ***********************************************************************
 CG0582  DESIGNATION -  BM
 CG0582  PID         -  CG0582
 CG0582  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0582  USGS QUAD   -  AMADO (1981)
 CG0582
 CG0582                         *CURRENT SURVEY CONTROL
 CG0582  ___________________________________________________________________
 CG0582* NAD 83(1986)-  31 38 36.     (N)    111 04 19.     (W)     SCALED    
 CG0582* NAVD 88     -      1016.75   (+/-2cm)    3335.8    (feet)  VERTCON   
 CG0582  ___________________________________________________________________
 CG0582  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0582
 CG0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0582
 CG0582.The horizontal coordinates were scaled from a topographic map and have
 CG0582.an estimated accuracy of +/- 6 seconds.
 CG0582
 CG0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0582.The vertical order pertains to the NGVD 29 superseded value.
 CG0582
 CG0582.The geoid height was determined by GEOID03.
 CG0582
 CG0582;                    North         East    Units  Estimated Accuracy
 CG0582;SPC AZ C     -    71,630.      293,480.      MT  (+/- 180 meters Scaled)
 CG0582
 CG0582                          SUPERSEDED SURVEY CONTROL
 CG0582
 CG0582  NGVD 29 (??/??/92) 1015.93   (m)         3333.1    (f) COMPUTED    2 0
 CG0582
 CG0582.Superseded values are not recommended for survey control.
 CG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0582.See file dsdata.txt to determine how the superseded data were derived.
 CG0582
 CG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA931009(NAD 83)
 CG0582_MARKER: DD = SURVEY DISK
 CG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0582+STABILITY: SURFACE MOTION
 CG0582
 CG0582  HISTORY     - Date     Condition        Report By
 CG0582  HISTORY     - UNK      MONUMENTED       USE
 CG0582  HISTORY     - 1962     GOOD             NGS
 CG0582
 CG0582                          STATION DESCRIPTION
 CG0582
 CG0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0582'6.3 MI S FROM AMADO.
 CG0582'5.05 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0582'THENCE WEST ALONG AN OILED ROAD 1.0 MILE, THENCE 0.15 MILE SOUTH ALONG
 CG0582'A NORTH-SOUTH FENCE LINE, THENCE WEST 0.15 MILE, 62 FEET SOUTHEAST OF
 CG0582'A SOUTHWEST FENCE CORNER, 21 FEET SOUTH OF AN EASTWEST FENCE LINE, A
 CG0582'USE DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 CG0582'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1897 ***********************************************************************
 DV1897  DESIGNATION -  BM
 DV1897  PID         -  DV1897
 DV1897  STATE/COUNTY-  AZ/MARICOPA
 DV1897  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1897
 DV1897                         *CURRENT SURVEY CONTROL
 DV1897  ___________________________________________________________________
 DV1897* NAD 83(1992)-  33 35 22.07835(N)    113 16 14.72469(W)     ADJUSTED  
 DV1897* NAVD 88     -       428.3    (meters)    1405.     (feet)  VERTCON   
 DV1897  ___________________________________________________________________
 DV1897  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DV1897  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1897
 DV1897  HORZ ORDER  -  SECOND
 DV1897
 DV1897.The horizontal coordinates were established by classical geodetic methods
 DV1897.and adjusted by the National Geodetic Survey in August 1993..
 DV1897
 DV1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1897
 DV1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1897
 DV1897.The geoid height was determined by GEOID03.
 DV1897
 DV1897;                    North         East     Units Scale Factor Converg.
 DV1897;SPC AZ C     -   287,944.304    87,672.080   MT  1.00009470   -0 44 57.2
 DV1897;SPC AZ C     -   944,699.16    287,638.06   iFT  1.00009470   -0 44 57.2
 DV1897;SPC AZ W     -   287,235.032   257,843.864   MT  0.99995772   +0 15 54.5
 DV1897;SPC AZ W     -   942,372.15    845,944.44   iFT  0.99995772   +0 15 54.5
 DV1897;UTM  12      - 3,718,949.229   289,275.563   MT  1.00014747   -1 15 24.2
 DV1897
 DV1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1897!SPC AZ C     -   0.99993765  x   1.00009470  =   1.00003234
 DV1897!SPC AZ W     -   0.99993765  x   0.99995772  =   0.99989537
 DV1897!UTM  12      -   0.99993765  x   1.00014747  =   1.00008511
 DV1897
 DV1897:                Primary Azimuth Mark                     Grid Az
 DV1897:SPC AZ C     -  T3N R10W SECS 22 23 1/4 COR              111 13 22.3
 DV1897:SPC AZ W     -  T3N R10W SECS 22 23 1/4 COR              110 12 30.6
 DV1897:UTM  12      -  T3N R10W SECS 22 23 1/4 COR              111 43 49.3
 DV1897
 DV1897|---------------------------------------------------------------------|
 DV1897| PID    Reference Object                     Distance      Geod. Az  |
 DV1897|                                                           dddmmss.s |
 DV1897| CH2357 T3N R10W SECS 22 23 1/4 COR                        1102825.1 |
 DV1897| DV1900 LOS ANGELES PHOENIX AWY BCN 28      APPROX.15.5 KM 2443821.3 |
 DV1897|---------------------------------------------------------------------|
 DV1897
 DV1897                          SUPERSEDED SURVEY CONTROL
 DV1897
 DV1897  NAD 83(1986)-  33 35 22.07103(N)    113 16 14.73198(W) AD(       ) 2
 DV1897  NAD 27      -  33 35 21.94300(N)    113 16 12.03600(W) AD(       ) 2
 DV1897  NGVD 29 (07/19/86)  427.6    (m)         1403.     (f) VERT ANG       
 DV1897
 DV1897.Superseded values are not recommended for survey control.
 DV1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1897.See file dsdata.txt to determine how the superseded data were derived.
 DV1897
 DV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8927618949(NAD 83)
 DV1897_MARKER: DB = BENCH MARK DISK
 DV1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1897
 DV1897  HISTORY     - Date     Condition        Report By
 DV1897  HISTORY     - 1948     MONUMENTED       BOR
 DV1897
 DV1897                          STATION DESCRIPTION
 DV1897
 DV1897'DESCRIBED BY US BUREAU OF RECLAMATION 1948 (DHK)
 DV1897'THE STATION IS A U.S. BUREAU OF RECLAMATION BENCH MARK LOCATED
 DV1897'IN OPEN COUNTRY ON THE VALLEY FLOOR ALONG THE ROAD BETWEEN SALOME
 DV1897'AND HASSAYAMPA, 24.0 MILES BY ROAD SOUTHEAST OF SALOME, 4.3
 DV1897'MILES BY ROAD SOUTHEAST OF THE BOUNDARY MONUMENT OF YUMA-MARICOPA
 DV1897'COUNTIES, 157 PACES WEST OF AND APPROXIMATELY THE SAME ELEVATION
 DV1897'AS THE CENTER LINE OF ROAD, 45 PACES WEST OF A GROUP OF 2X6
 DV1897'PLANKS STAKED LENGTHWISE ON EDGE FOR DRAINAGE PURPOSE, A BRONZE
 DV1897'DISK SET IN TOP OF A CONCRETE CYLINDER WHICH HAS BEEN
 DV1897'REINFORCED WITH CONCRETE, PROJECTS 3 INCHES AND IS UNSTAMPED.
 DV1897'
 DV1897'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE QUARTER SECTION
 DV1897'MARKER IS LOCATED ALONG THE ROAD BETWEEN SALOME AND HASSAYAMPA,
 DV1897'23 PACES SOUTHWEST OF AND APPROXIMATELY THE SAME ELEVATION
 DV1897'AS THE CENTER LINE OF THE ROAD, A 1 INCH PIPE WITH CAP, PROJECTS
 DV1897'6 INCHES, AND IS STAMPED.  S22 S 23 1914.
 DV1897'
 DV1897'TO REACH FROM SALOME.  GO SOUTHEAST ALONG THE ROAD TOWARD
 DV1897'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE
 DV1897'LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 19.35 MILES
 DV1897'TO THE YUMA-MARICOPA COUNTY MONUMENT ON THE LEFT (E) SIDE OF
 DV1897'ROAD AND SIGN PLEASANTON 10, MIDWAY 22, HASSAYAMPA 41,
 DV1897'PHOENIX 85, ON THE RIGHT (W) SIDE OF ROAD.  CONTINUE 2.2
 DV1897'MILES TO A BLADED ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 DV1897'MAIN TRAVELED ROAD FOR 2.1 MILES TO STATION ON RIGHT AS
 DV1897'DESCRIBED ABOVE.  A DRIVE STATION.
 DV1897'
 DV1897'TO REACH AZIMUTH MARK.  CONTINUE SOUTHEAST ALONG ROAD FOR
 DV1897'0.3 MILE TO AZIMUTH MARK ON RIGHT (SW) SIDE OF ROAD AS DESCRIBED
 DV1897'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1979 ***********************************************************************
 DU1979  DESIGNATION -  BM
 DU1979  PID         -  DU1979
 DU1979  STATE/COUNTY-  AZ/PINAL
 DU1979  USGS QUAD   -  CHRISTMAS (1979)
 DU1979
 DU1979                         *CURRENT SURVEY CONTROL
 DU1979  ___________________________________________________________________
 DU1979* NAD 83(1992)-  33 03 12.60336(N)    110 40 41.01018(W)     ADJUSTED  
 DU1979* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 DU1979  ___________________________________________________________________
 DU1979  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 DU1979  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1979
 DU1979  HORZ ORDER  -  SECOND
 DU1979
 DU1979.The horizontal coordinates were established by classical geodetic methods
 DU1979.and adjusted by the National Geodetic Survey in August 1993..
 DU1979
 DU1979.The orthometric height was scaled from a topographic map.
 DU1979
 DU1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1979
 DU1979.The geoid height was determined by GEOID03.
 DU1979
 DU1979;                    North         East     Units Scale Factor Converg.
 DU1979;SPC AZ C     -   228,366.477   329,034.126   MT  1.00006493   +0 40 32.3
 DU1979;SPC AZ C     -   749,233.85  1,079,508.29   iFT  1.00006493   +0 40 32.3
 DU1979;UTM  12      - 3,657,264.145   530,056.345   MT  0.99961114   +0 10 32.1
 DU1979
 DU1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1979!SPC AZ C     -   0.99982299  x   1.00006493  =   0.99988791
 DU1979!UTM  12      -   0.99982299  x   0.99961114  =   0.99943420
 DU1979
 DU1979                          SUPERSEDED SURVEY CONTROL
 DU1979
 DU1979  NAD 83(1986)-  33 03 12.59958(N)    110 40 41.00915(W) AD(       ) 2
 DU1979  NAD 27      -  33 03 12.36400(N)    110 40 38.63200(W) AD(       ) 2
 DU1979
 DU1979.Superseded values are not recommended for survey control.
 DU1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1979.See file dsdata.txt to determine how the superseded data were derived.
 DU1979
 DU1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3005657264(NAD 83)
 DU1979_MARKER: DB = BENCH MARK DISK
 DU1979_SETTING: 80 = SET IN A BOULDER
 DU1979_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU1979
 DU1979  HISTORY     - Date     Condition        Report By
 DU1979  HISTORY     - 1935     MONUMENTED       USGS
 DU1979
 DU1979                          STATION DESCRIPTION
 DU1979
 DU1979'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 DU1979'A U.S. GEOLOGICAL SURVEY BENCH MARK APPROXIMATELY
 DU1979'7 FEET FROM STATION LEE MOUNTAIN, STAMPED--VA 1915.
 DU1979'
 DU1979'TO REACH FROM POST OFFICE IN WINKELMAN, GO SOUTHERLY ON STATE
 DU1979'ROUTE 77 FOR 1.0 MILE TO A SIDE ROAD LEFT UP HILL AT SIGN
 DU1979'HOPE METAL CO.  HERE TURN LEFT AND FOLLOW THE MAIN TRAVELED
 DU1979'ROAD FOR 5.45 MILES TO SEVERAL BUILDINGS ON THE LEFT.  CONTINUE
 DU1979'FOR 0.75 MILE TO A WASH.  HERE TURN LEFT DOWN HILL AND GO 0.5
 DU1979'MILE TO CREEK.  FORD STREAM AND CONTINUE ON ONLY ROAD, WHICH
 DU1979'CROSSED THE CREEK SEVERAL TIMES, AND GO 0.3 MILE.  HERE TURN
 DU1979'LEFT AND GO 0.2 MILE TO BRIDGE ON RIGHT AND REMAINS OF OLD
 DU1979'BUILDINGS ON THE LEFT.  TURN RIGHT ACROSS BRIDGE AND GO 0.9
 DU1979'MILE TO TOP OF DIVIDE.  THENCE GO DOWN HILL 0.6 MILE TO
 DU1979'LARGE WASH.  TURN LEFT AND FOLLOW DOWN WASH FOR 0.3 MILE TO
 DU1979'DEER CREEK AND END OF TRUCK TRAVEL.  FROM HERE CROSS CREEK AND
 DU1979'FOLLOW THE RIDGE IN NORTHERLY DIRECTION TO STATION LEE MOUNTAIN,
 DU1979'KEEPING TO THE EAST OF THE LOWER PEAK.  A 1 HOUR AND 30
 DU1979'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1066 ***********************************************************************
 ES1066  DESIGNATION -  BM
 ES1066  PID         -  ES1066
 ES1066  STATE/COUNTY-  AZ/NAVAJO
 ES1066  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1066
 ES1066                         *CURRENT SURVEY CONTROL
 ES1066  ___________________________________________________________________
 ES1066* NAD 83(1992)-  34 19 59.57496(N)    110 02 50.07751(W)     ADJUSTED  
 ES1066* NAVD 88     -      1937.     (meters)    6355.     (feet)  SCALED    
 ES1066  ___________________________________________________________________
 ES1066  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES1066  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES1066
 ES1066  HORZ ORDER  -  SECOND
 ES1066
 ES1066.The horizontal coordinates were established by classical geodetic methods
 ES1066.and adjusted by the National Geodetic Survey in August 1993..
 ES1066
 ES1066.The orthometric height was scaled from a topographic map.
 ES1066
 ES1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1066
 ES1066.The geoid height was determined by GEOID03.
 ES1066
 ES1066;                    North         East     Units Scale Factor Converg.
 ES1066;SPC AZ E     -   369,618.649   224,348.498   MT  0.99990149   +0 04 02.5
 ES1066;SPC AZ E     - 1,212,659.61    736,051.50   iFT  0.99990149   +0 04 02.5
 ES1066;UTM  12      - 3,799,514.233   587,641.416   MT  0.99969468   +0 32 14.6
 ES1066
 ES1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1066!SPC AZ E     -   0.99969979  x   0.99990149  =   0.99960131
 ES1066!UTM  12      -   0.99969979  x   0.99969468  =   0.99939456
 ES1066
 ES1066                          SUPERSEDED SURVEY CONTROL
 ES1066
 ES1066  NAD 83(1986)-  34 19 59.57041(N)    110 02 50.08378(W) AD(       ) 2
 ES1066  NAD 27      -  34 19 59.42960(N)    110 02 47.68040(W) AD(       ) 2
 ES1066
 ES1066.Superseded values are not recommended for survey control.
 ES1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1066.See file dsdata.txt to determine how the superseded data were derived.
 ES1066
 ES1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8764199514(NAD 83)
 ES1066_MARKER: DB = BENCH MARK DISK
 ES1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1066
 ES1066  HISTORY     - Date     Condition        Report By
 ES1066  HISTORY     - 1958     MONUMENTED       BOR
 ES1066  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES1066
 ES1066                          STATION DESCRIPTION
 ES1066
 ES1066'DESCRIBED BY US BUREAU OF RECLAMATION 1958
 ES1066'THE MARK IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK
 ES1066'EMBEDDED IN A 6-INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES ABOVE
 ES1066'THE SURFACE OF THE GROUND AND BEARS NO STAMPING.
 ES1066'
 ES1066'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES1066'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY NO. 60, TURN RIGHT
 ES1066'AND GO EAST ON U.S. HIGHWAY NO. 60 FOR 0.6 MILE TO THE JUNCTION OF
 ES1066'STATE HIGHWAY NO. 77, TURN LEFT ON STATE HIGHWAY NO. 77 AND GO
 ES1066'NORTH FOR 2.9 MILES TO THE MARK ON THE LEFT AS DESCRIBED,
 ES1066
 ES1066                          STATION RECOVERY (2004)
 ES1066
 ES1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2005 ***********************************************************************
 DV2005  DESIGNATION -  BM
 DV2005  PID         -  DV2005
 DV2005  STATE/COUNTY-  AZ/MARICOPA
 DV2005  USGS QUAD   -  UNION HILLS (1981)
 DV2005
 DV2005                         *CURRENT SURVEY CONTROL
 DV2005  ___________________________________________________________________
 DV2005* NAD 83(1992)-  33 39 10.86163(N)    112 03 03.53818(W)     ADJUSTED  
 DV2005* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 DV2005  ___________________________________________________________________
 DV2005  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2005  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2005
 DV2005  HORZ ORDER  -  SECOND
 DV2005
 DV2005.The horizontal coordinates were established by classical geodetic methods
 DV2005.and adjusted by the National Geodetic Survey in August 1993..
 DV2005
 DV2005.The orthometric height was scaled from a topographic map.
 DV2005
 DV2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2005
 DV2005.The geoid height was determined by GEOID03.
 DV2005
 DV2005;                    North         East     Units Scale Factor Converg.
 DV2005;SPC AZ C     -   294,178.707   200,902.246   MT  0.99990191   -0 04 28.0
 DV2005;SPC AZ C     -   965,153.24    659,128.10   iFT  0.99990191   -0 04 28.0
 DV2005;UTM  12      - 3,724,179.619   402,549.045   MT  0.99971708   -0 34 56.9
 DV2005
 DV2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2005!SPC AZ C     -   0.99992997  x   0.99990191  =   0.99983189
 DV2005!UTM  12      -   0.99992997  x   0.99971708  =   0.99964707
 DV2005
 DV2005                          SUPERSEDED SURVEY CONTROL
 DV2005
 DV2005  NAD 83(1986)-  33 39 10.85697(N)    112 03 03.54445(W) AD(       ) 2
 DV2005  NAD 27      -  33 39 10.71690(N)    112 03 01.00440(W) AD(       ) 2
 DV2005
 DV2005.Superseded values are not recommended for survey control.
 DV2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2005.See file dsdata.txt to determine how the superseded data were derived.
 DV2005
 DV2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0254924180(NAD 83)
 DV2005_MARKER: DB = BENCH MARK DISK
 DV2005_SETTING: 0 = UNSPECIFIED SETTING
 DV2005
 DV2005  HISTORY     - Date     Condition        Report By
 DV2005  HISTORY     - 1947     MONUMENTED       BOR
 DV2005
 DV2005                          STATION DESCRIPTION
 DV2005
 DV2005'DESCRIBED BY US BUREAU OF RECLAMATION 1947
 DV2005'TO REACH THE STATION FROM PHOENIX, GO NORTH ON 7TH STREET,
 DV2005'FROM EAST VAN BUREN STREET, 8.3 MILES TO THE FIVE-POINT
 DV2005'INTERSECTION AT SUNNYSLOPE.  TURN RIGHT, GO NORTHEAST ON DIAGONAL
 DV2005'ROAD 2.8 MILES TO THE POST OFFICE AT CACTUS.  CONTINUE NORTH
 DV2005'3.2 MILES TO CROSSROAD.  TURN LEFT, GO 1.1 MILE TO A ROAD RIGHT,
 DV2005'TURN RIGHT.  GO 0.2 MILE TO A FORK.
 DV2005'TURN RIGHT FOR SHORT DISTANCE, THEN LEAVE ROAD AND GO NORTH
 DV2005'ACROSS COUNTRY 0.9 MILE TO TOP OF HILL AND STATION UNION.  A DRIVE
 DV2005'STATION.
 DV2005'
 DV2005'STATION MARK IS A BUREAU OF RECLAMATION BENCH MARK DISK
 DV2005'SET 5 PACES SOUTHEAST OF A WITNESS POST.  PROJECTS 6 INCHES.
 DV2005'AND IS 6 INCHES LOWER THAN STATION UNION AND IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0234 ***********************************************************************
 GP0234  DESIGNATION -  BM 12
 GP0234  PID         -  GP0234
 GP0234  STATE/COUNTY-  AZ/COCONINO
 GP0234  USGS QUAD   -  LEES FERRY (1985)
 GP0234
 GP0234                         *CURRENT SURVEY CONTROL
 GP0234  ___________________________________________________________________
 GP0234* NAD 83(1986)-  36 51 34.     (N)    111 34 36.     (W)     SCALED    
 GP0234* NAVD 88     -       959.02   (+/-2cm)    3146.4    (feet)  VERTCON   
 GP0234  ___________________________________________________________________
 GP0234  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0234
 GP0234  VERT ORDER  -  ? (See Below)
 GP0234
 GP0234.The horizontal coordinates were scaled from a topographic map and have
 GP0234.an estimated accuracy of +/- 6 seconds.
 GP0234
 GP0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0234.The vertical order pertains to the NGVD 29 superseded value.
 GP0234
 GP0234.The geoid height was determined by GEOID03.
 GP0234
 GP0234;                    North         East    Units  Estimated Accuracy
 GP0234;SPC AZ C     -   649,930.      243,680.      MT  (+/- 180 meters Scaled)
 GP0234
 GP0234                          SUPERSEDED SURVEY CONTROL
 GP0234
 GP0234  NGVD 29 (??/??/92)  958.141  (m)         3143.50   (f) ADJ UNCH    ?  
 GP0234
 GP0234.Superseded values are not recommended for survey control.
 GP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0234.See file dsdata.txt to determine how the superseded data were derived.
 GP0234
 GP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF485794(NAD 83)
 GP0234_MARKER: T = CHISELED TRIANGLE
 GP0234_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0234_SP_SET: UNSPEC. ROCK
 GP0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0234
 GP0234  HISTORY     - Date     Condition        Report By
 GP0234  HISTORY     - UNK      MONUMENTED       SCECO
 GP0234  HISTORY     - 1962     GOOD             NGS
 GP0234  HISTORY     - 1987     GOOD             USPSQD
 GP0234
 GP0234                          STATION DESCRIPTION
 GP0234
 GP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0234'IN LEES FERRY.
 GP0234'AT LEES FERRY, COCONINO COUNTY, ON THE EAST BANK OF COLORADO RIVER, 32
 GP0234'FEET WEST OF THE DEADMAN FOR THE ABANDONED FERRY CABLE, 8 FEET NORTH
 GP0234'OF THE CABLE, AND ON THE TOP OF A ROCK.  A CHISELED TRIANGLE.
 GP0234
 GP0234                          STATION RECOVERY (1987)
 GP0234
 GP0234'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 GP0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0267 ***********************************************************************
 FQ0267  DESIGNATION -  BM 2
 FQ0267  PID         -  FQ0267
 FQ0267  STATE/COUNTY-  AZ/COCONINO
 FQ0267  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0267
 FQ0267                         *CURRENT SURVEY CONTROL
 FQ0267  ___________________________________________________________________
 FQ0267* NAD 83(1986)-  35 25 29.     (N)    111 34 01.     (W)     SCALED    
 FQ0267* NAVD 88     -      1997.17   (+/-2cm)    6552.4    (feet)  VERTCON   
 FQ0267  ___________________________________________________________________
 FQ0267  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0267
 FQ0267  VERT ORDER  -  ? (See Below)
 FQ0267
 FQ0267.The horizontal coordinates were scaled from a topographic map and have
 FQ0267.an estimated accuracy of +/- 6 seconds.
 FQ0267
 FQ0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0267.The vertical order pertains to the NGVD 29 superseded value.
 FQ0267
 FQ0267.The geoid height was determined by GEOID03.
 FQ0267
 FQ0267;                    North         East    Units  Estimated Accuracy
 FQ0267;SPC AZ C     -   490,750.      245,120.      MT  (+/- 180 meters Scaled)
 FQ0267
 FQ0267                          SUPERSEDED SURVEY CONTROL
 FQ0267
 FQ0267  NGVD 29 (??/??/92) 1996.205  (m)         6549.22   (f) ADJ UNCH    ?  
 FQ0267
 FQ0267.Superseded values are not recommended for survey control.
 FQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0267.See file dsdata.txt to determine how the superseded data were derived.
 FQ0267
 FQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE485202(NAD 83)
 FQ0267_MARKER: Z = SEE DESCRIPTION
 FQ0267_SETTING: 0 = UNSPECIFIED SETTING
 FQ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0267
 FQ0267  HISTORY     - Date     Condition        Report By
 FQ0267  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0267  HISTORY     - 1921     GOOD             NGS
 FQ0267
 FQ0267                          STATION DESCRIPTION
 FQ0267
 FQ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0267'13.2 MI N FROM TOWNSEND.
 FQ0267'13.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0267'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, AT THE Y-JUNCTION OF A ROAD
 FQ0267'LEADING NORTHWEST TO DEADMAN RANGER STATION, AND 3 FEET SOUTHWEST OF
 FQ0267'AN AUTO SIGNPOST.  NOTE-- CHARACTER OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0271 ***********************************************************************
 FQ0271  DESIGNATION -  BM 25
 FQ0271  PID         -  FQ0271
 FQ0271  STATE/COUNTY-  AZ/COCONINO
 FQ0271  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0271
 FQ0271                         *CURRENT SURVEY CONTROL
 FQ0271  ___________________________________________________________________
 FQ0271* NAD 83(1986)-  35 28 20.     (N)    111 33 28.     (W)     SCALED    
 FQ0271* NAVD 88     -      1925.06   (+/-2cm)    6315.8    (feet)  VERTCON   
 FQ0271  ___________________________________________________________________
 FQ0271  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0271
 FQ0271  VERT ORDER  -  ? (See Below)
 FQ0271
 FQ0271.The horizontal coordinates were scaled from a topographic map and have
 FQ0271.an estimated accuracy of +/- 6 seconds.
 FQ0271
 FQ0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0271.The vertical order pertains to the NGVD 29 superseded value.
 FQ0271
 FQ0271.The geoid height was determined by GEOID03.
 FQ0271
 FQ0271;                    North         East    Units  Estimated Accuracy
 FQ0271;SPC AZ C     -   496,020.      245,930.      MT  (+/- 180 meters Scaled)
 FQ0271
 FQ0271                          SUPERSEDED SURVEY CONTROL
 FQ0271
 FQ0271  NGVD 29 (??/??/92) 1924.141  (m)         6312.79   (f) ADJ UNCH    ?  
 FQ0271
 FQ0271.Superseded values are not recommended for survey control.
 FQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0271.See file dsdata.txt to determine how the superseded data were derived.
 FQ0271
 FQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE493255(NAD 83)
 FQ0271_MARKER: O = CHISELED CIRCLE
 FQ0271_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0271_SP_SET: UNSPEC. ROCK
 FQ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0271
 FQ0271  HISTORY     - Date     Condition        Report By
 FQ0271  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0271  HISTORY     - 1921     GOOD             NGS
 FQ0271
 FQ0271                          STATION DESCRIPTION
 FQ0271
 FQ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0271'16.4 MI N FROM TOWNSEND.
 FQ0271'16.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0271'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 3.2 MILES NORTH OF THE
 FQ0271'JUNCTION OF A ROAD LEADING TO DEADMAN RANGER STATION, EAST OF THE
 FQ0271'HIGHWAY, NEAR THE TOP OF A SMALL HILL, 12 FEET EAST OF THE CENTERLINE
 FQ0271'OF THE LEFT-HAND ONE OF TWO ABANDONED ROADS LEADING UP A SLOPE, AND IN
 FQ0271'A GROUP OF FIVE BLAZED TREES.  A POINT OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0347 ***********************************************************************
 FQ0347  DESIGNATION -  BM 26
 FQ0347  PID         -  FQ0347
 FQ0347  STATE/COUNTY-  AZ/COCONINO
 FQ0347  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0347
 FQ0347                         *CURRENT SURVEY CONTROL
 FQ0347  ___________________________________________________________________
 FQ0347* NAD 83(1986)-  35 30 24.     (N)    111 32 58.     (W)     SCALED    
 FQ0347* NAVD 88     -      1837.24   (+/-2cm)    6027.7    (feet)  VERTCON   
 FQ0347  ___________________________________________________________________
 FQ0347  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0347
 FQ0347  VERT ORDER  -  ? (See Below)
 FQ0347
 FQ0347.The horizontal coordinates were scaled from a topographic map and have
 FQ0347.an estimated accuracy of +/- 6 seconds.
 FQ0347
 FQ0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0347.The vertical order pertains to the NGVD 29 superseded value.
 FQ0347
 FQ0347.The geoid height was determined by GEOID03.
 FQ0347
 FQ0347;                    North         East    Units  Estimated Accuracy
 FQ0347;SPC AZ C     -   499,840.      246,670.      MT  (+/- 180 meters Scaled)
 FQ0347
 FQ0347                          SUPERSEDED SURVEY CONTROL
 FQ0347
 FQ0347  NGVD 29 (??/??/92) 1836.339  (m)         6024.72   (f) ADJ UNCH    ?  
 FQ0347
 FQ0347.Superseded values are not recommended for survey control.
 FQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0347.See file dsdata.txt to determine how the superseded data were derived.
 FQ0347
 FQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE501293(NAD 83)
 FQ0347_MARKER: Z = SEE DESCRIPTION
 FQ0347_SETTING: 0 = UNSPECIFIED SETTING
 FQ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0347
 FQ0347  HISTORY     - Date     Condition        Report By
 FQ0347  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0347  HISTORY     - 1921     GOOD             NGS
 FQ0347
 FQ0347                          STATION DESCRIPTION
 FQ0347
 FQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0347'19.2 MI N FROM TOWNSEND.
 FQ0347'19.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0347'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 2.3 MILES SOUTH OF THE
 FQ0347'BOUNDARY SIGN OF COCONINO NATIONAL FOREST, 44 FEET SOUTHWEST OF A SIGN
 FQ0347'TUBA CITY ROAD TANK 1/4 MI., 15 FEET WEST OF THE CENTERLINE OF THE
 FQ0347'HIGHWAY, AND 25 FEET NORTHWEST OF A BLAZED JUNIPER TREE.  NOTE--
 FQ0347'CHARACTER OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0349 ***********************************************************************
 FQ0349  DESIGNATION -  BM 27
 FQ0349  PID         -  FQ0349
 FQ0349  STATE/COUNTY-  AZ/COCONINO
 FQ0349  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0349
 FQ0349                         *CURRENT SURVEY CONTROL
 FQ0349  ___________________________________________________________________
 FQ0349* NAD 83(1986)-  35 31 18.     (N)    111 32 40.     (W)     SCALED    
 FQ0349* NAVD 88     -      1793.83   (+/-2cm)    5885.3    (feet)  VERTCON   
 FQ0349  ___________________________________________________________________
 FQ0349  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0349
 FQ0349  VERT ORDER  -  ? (See Below)
 FQ0349
 FQ0349.The horizontal coordinates were scaled from a topographic map and have
 FQ0349.an estimated accuracy of +/- 6 seconds.
 FQ0349
 FQ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0349.The vertical order pertains to the NGVD 29 superseded value.
 FQ0349
 FQ0349.The geoid height was determined by GEOID03.
 FQ0349
 FQ0349;                    North         East    Units  Estimated Accuracy
 FQ0349;SPC AZ C     -   501,510.      247,120.      MT  (+/- 180 meters Scaled)
 FQ0349
 FQ0349                          SUPERSEDED SURVEY CONTROL
 FQ0349
 FQ0349  NGVD 29 (??/??/92) 1792.934  (m)         5882.32   (f) ADJ UNCH    ?  
 FQ0349
 FQ0349.Superseded values are not recommended for survey control.
 FQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0349.See file dsdata.txt to determine how the superseded data were derived.
 FQ0349
 FQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506310(NAD 83)
 FQ0349_MARKER: Z = SEE DESCRIPTION
 FQ0349_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0349_SP_SET: UNSPEC. ROCK
 FQ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0349
 FQ0349  HISTORY     - Date     Condition        Report By
 FQ0349  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0349  HISTORY     - 1921     GOOD             NGS
 FQ0349
 FQ0349                          STATION DESCRIPTION
 FQ0349
 FQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0349'20.2 MI N FROM TOWNSEND.
 FQ0349'20.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0349'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 1.2 MILES SOUTH OF THE
 FQ0349'BOUNDARY SIGN OF COCONINO NATIONAL FOREST, 10 FEET WEST OF THE
 FQ0349'CENTERLINE OF THE HIGHWAY, AND AT THE EAST FOOT OF A LARGE MOUND OF
 FQ0349'ROCKS.  (NOTE--  CHARACTER OF MARK UNKNOWN.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0350 ***********************************************************************
 FQ0350  DESIGNATION -  BM 28
 FQ0350  PID         -  FQ0350
 FQ0350  STATE/COUNTY-  AZ/COCONINO
 FQ0350  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0350
 FQ0350                         *CURRENT SURVEY CONTROL
 FQ0350  ___________________________________________________________________
 FQ0350* NAD 83(1986)-  35 32 24.     (N)    111 32 36.     (W)     SCALED    
 FQ0350* NAVD 88     -      1756.87   (+/-2cm)    5764.0    (feet)  VERTCON   
 FQ0350  ___________________________________________________________________
 FQ0350  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0350
 FQ0350  VERT ORDER  -  ? (See Below)
 FQ0350
 FQ0350.The horizontal coordinates were scaled from a topographic map and have
 FQ0350.an estimated accuracy of +/- 6 seconds.
 FQ0350
 FQ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0350.The vertical order pertains to the NGVD 29 superseded value.
 FQ0350
 FQ0350.The geoid height was determined by GEOID03.
 FQ0350
 FQ0350;                    North         East    Units  Estimated Accuracy
 FQ0350;SPC AZ C     -   503,540.      247,210.      MT  (+/- 180 meters Scaled)
 FQ0350
 FQ0350                          SUPERSEDED SURVEY CONTROL
 FQ0350
 FQ0350  NGVD 29 (??/??/92) 1755.970  (m)         5761.04   (f) ADJ UNCH    ?  
 FQ0350
 FQ0350.Superseded values are not recommended for survey control.
 FQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0350.See file dsdata.txt to determine how the superseded data were derived.
 FQ0350
 FQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE507330(NAD 83)
 FQ0350_MARKER: Z = SEE DESCRIPTION
 FQ0350_SETTING: 0 = UNSPECIFIED SETTING
 FQ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0350
 FQ0350  HISTORY     - Date     Condition        Report By
 FQ0350  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0350  HISTORY     - 1921     GOOD             NGS
 FQ0350
 FQ0350                          STATION DESCRIPTION
 FQ0350
 FQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0350'21.4 MI N FROM TOWNSEND.
 FQ0350'21.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0350'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 38 FEET NORTH OF THE BOUNDARY
 FQ0350'SIGN OF COCONINO NATIONAL FOREST, 90 FEET SOUTH OF A BARBEDWIRE FENCE,
 FQ0350'AND 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- CHARACTER
 FQ0350'OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0353 ***********************************************************************
 FQ0353  DESIGNATION -  BM 29
 FQ0353  PID         -  FQ0353
 FQ0353  STATE/COUNTY-  AZ/COCONINO
 FQ0353  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0353
 FQ0353                         *CURRENT SURVEY CONTROL
 FQ0353  ___________________________________________________________________
 FQ0353* NAD 83(1986)-  35 34 53.     (N)    111 31 57.     (W)     SCALED    
 FQ0353* NAVD 88     -      1699.68   (+/-2cm)    5576.4    (feet)  VERTCON   
 FQ0353  ___________________________________________________________________
 FQ0353  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0353
 FQ0353  VERT ORDER  -  ? (See Below)
 FQ0353
 FQ0353.The horizontal coordinates were scaled from a topographic map and have
 FQ0353.an estimated accuracy of +/- 6 seconds.
 FQ0353
 FQ0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0353.The vertical order pertains to the NGVD 29 superseded value.
 FQ0353
 FQ0353.The geoid height was determined by GEOID03.
 FQ0353
 FQ0353;                    North         East    Units  Estimated Accuracy
 FQ0353;SPC AZ C     -   508,140.      248,180.      MT  (+/- 180 meters Scaled)
 FQ0353
 FQ0353                          SUPERSEDED SURVEY CONTROL
 FQ0353
 FQ0353  NGVD 29 (??/??/92) 1698.774  (m)         5573.39   (f) ADJ UNCH    ?  
 FQ0353
 FQ0353.Superseded values are not recommended for survey control.
 FQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0353.See file dsdata.txt to determine how the superseded data were derived.
 FQ0353
 FQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE517376(NAD 83)
 FQ0353_MARKER: Z = SEE DESCRIPTION
 FQ0353_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0353_SP_SET: ROCK OUTCROP
 FQ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0353+STABILITY: POSITION/ELEVATION WELL
 FQ0353
 FQ0353  HISTORY     - Date     Condition        Report By
 FQ0353  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0353  HISTORY     - 1921     GOOD             NGS
 FQ0353  HISTORY     - 1987     GOOD             USPSQD
 FQ0353
 FQ0353                          STATION DESCRIPTION
 FQ0353
 FQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0353'23.25 MI S FROM CAMERON.
 FQ0353'23-1/4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0353'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 60 FEET WEST OF THE
 FQ0353'CENTERLINE OF THE HIGHWAY, AND IN AN OUTCROP OF ROCKS.  CHARACTER OF
 FQ0353'MARK UNKNOWN.
 FQ0353
 FQ0353                          STATION RECOVERY (1987)
 FQ0353
 FQ0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 FQ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0268 ***********************************************************************
 FQ0268  DESIGNATION -  BM 3
 FQ0268  PID         -  FQ0268
 FQ0268  STATE/COUNTY-  AZ/COCONINO
 FQ0268  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0268
 FQ0268                         *CURRENT SURVEY CONTROL
 FQ0268  ___________________________________________________________________
 FQ0268* NAD 83(1986)-  35 25 49.     (N)    111 34 13.     (W)     SCALED    
 FQ0268* NAVD 88     -      1977.84   (+/-2cm)    6489.0    (feet)  VERTCON   
 FQ0268  ___________________________________________________________________
 FQ0268  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0268
 FQ0268  VERT ORDER  -  ? (See Below)
 FQ0268
 FQ0268.The horizontal coordinates were scaled from a topographic map and have
 FQ0268.an estimated accuracy of +/- 6 seconds.
 FQ0268
 FQ0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0268.The vertical order pertains to the NGVD 29 superseded value.
 FQ0268
 FQ0268.The geoid height was determined by GEOID03.
 FQ0268
 FQ0268;                    North         East    Units  Estimated Accuracy
 FQ0268;SPC AZ C     -   491,360.      244,810.      MT  (+/- 180 meters Scaled)
 FQ0268
 FQ0268                          SUPERSEDED SURVEY CONTROL
 FQ0268
 FQ0268  NGVD 29 (??/??/92) 1976.879  (m)         6485.81   (f) ADJ UNCH    ?  
 FQ0268
 FQ0268.Superseded values are not recommended for survey control.
 FQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0268.See file dsdata.txt to determine how the superseded data were derived.
 FQ0268
 FQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE482209(NAD 83)
 FQ0268_MARKER: Z = SEE DESCRIPTION
 FQ0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0268
 FQ0268  HISTORY     - Date     Condition        Report By
 FQ0268  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0268  HISTORY     - 1921     GOOD             NGS
 FQ0268
 FQ0268                          STATION DESCRIPTION
 FQ0268
 FQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0268'13.5 MI N FROM TOWNSEND.
 FQ0268'13.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0268'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 0.3 MILE NORTH OF THE
 FQ0268'JUNCTION OF A ROAD LEADING TO DEADMAN RANGER STATION, AND 40 FEET WEST
 FQ0268'OF THE CENTERLINE OF THE HIGHWAY.  THE TOP OF A 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0357 ***********************************************************************
 FQ0357  DESIGNATION -  BM 31
 FQ0357  PID         -  FQ0357
 FQ0357  STATE/COUNTY-  AZ/COCONINO
 FQ0357  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0357
 FQ0357                         *CURRENT SURVEY CONTROL
 FQ0357  ___________________________________________________________________
 FQ0357* NAD 83(1986)-  35 39 24.     (N)    111 30 51.     (W)     SCALED    
 FQ0357* NAVD 88     -      1618.378  (meters)    5309.63   (feet)  POSTED    
 FQ0357  ___________________________________________________________________
 FQ0357  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FQ0357  DYNAMIC HT  -        1616.270 (meters)    5302.71  (feet)  COMP
 FQ0357  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 FQ0357
 FQ0357  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0357
 FQ0357.The horizontal coordinates were scaled from a topographic map and have
 FQ0357.an estimated accuracy of +/- 6 seconds.
 FQ0357
 FQ0357.The orthometric height was determined by differential leveling
 FQ0357.and adjusted by the National Geodetic Survey in 1992..
 FQ0357.No vertical observational check was made to the station.
 FQ0357.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0357.was located on a no-check spur therefore a value was not computed.
 FQ0357
 FQ0357.The geoid height was determined by GEOID03.
 FQ0357
 FQ0357.The dynamic height is computed by dividing the NAVD 88
 FQ0357.geopotential number by the normal gravity value computed on the
 FQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0357.degrees latitude (g = 980.6199 gals.).
 FQ0357
 FQ0357.The modeled gravity was interpolated from observed gravity values.
 FQ0357
 FQ0357;                    North         East    Units  Estimated Accuracy
 FQ0357;SPC AZ C     -   516,500.      249,800.      MT  (+/- 180 meters Scaled)
 FQ0357
 FQ0357                          SUPERSEDED SURVEY CONTROL
 FQ0357
 FQ0357  NGVD 29 (??/??/92) 1617.472  (m)         5306.66   (f) ADJ UNCH    1 2
 FQ0357
 FQ0357.Superseded values are not recommended for survey control.
 FQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0357.See file dsdata.txt to determine how the superseded data were derived.
 FQ0357
 FQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE534459(NAD 83)
 FQ0357_MARKER: Z = SEE DESCRIPTION
 FQ0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0357
 FQ0357  HISTORY     - Date     Condition        Report By
 FQ0357  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0357  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0357
 FQ0357                          STATION DESCRIPTION
 FQ0357
 FQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0357'17.9 MI S FROM CAMERON.
 FQ0357'NO DESCRIPTION AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0358 ***********************************************************************
 FQ0358  DESIGNATION -  BM 32
 FQ0358  PID         -  FQ0358
 FQ0358  STATE/COUNTY-  AZ/COCONINO
 FQ0358  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0358
 FQ0358                         *CURRENT SURVEY CONTROL
 FQ0358  ___________________________________________________________________
 FQ0358* NAD 83(1986)-  35 41 10.     (N)    111 30 21.     (W)     SCALED    
 FQ0358* NAVD 88     -      1584.67   (+/-2cm)    5199.0    (feet)  VERTCON   
 FQ0358  ___________________________________________________________________
 FQ0358  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0358
 FQ0358  VERT ORDER  -  ? (See Below)
 FQ0358
 FQ0358.The horizontal coordinates were scaled from a topographic map and have
 FQ0358.an estimated accuracy of +/- 6 seconds.
 FQ0358
 FQ0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0358.The vertical order pertains to the NGVD 29 superseded value.
 FQ0358
 FQ0358.The geoid height was determined by GEOID03.
 FQ0358
 FQ0358;                    North         East    Units  Estimated Accuracy
 FQ0358;SPC AZ C     -   519,770.      250,550.      MT  (+/- 180 meters Scaled)
 FQ0358
 FQ0358                          SUPERSEDED SURVEY CONTROL
 FQ0358
 FQ0358  NGVD 29 (??/??/92) 1583.772  (m)         5196.09   (f) ADJ UNCH    ?  
 FQ0358
 FQ0358.Superseded values are not recommended for survey control.
 FQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0358.See file dsdata.txt to determine how the superseded data were derived.
 FQ0358
 FQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE542492(NAD 83)
 FQ0358_MARKER: Z = SEE DESCRIPTION
 FQ0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0358
 FQ0358  HISTORY     - Date     Condition        Report By
 FQ0358  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0358  HISTORY     - 1955     GOOD             NGS
 FQ0358  HISTORY     - 1987     POOR             USPSQD
 FQ0358
 FQ0358                          STATION DESCRIPTION
 FQ0358
 FQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0358'14.3 MI S FROM CAMERON.
 FQ0358'ABOUT 14.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 89 FROM THE NORTH END OF
 FQ0358'THE SUSPENSION BRIDGE AT CAMERON, 102 FEET NORTHWEST OF THE CENTERLINE
 FQ0358'OF THE HIGHWAY, 27 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 267 FEET
 FQ0358'SOUTHWEST OF A PIPE CULVERT, 0.3 MILE NORTHWEST OF A FENCE CORNER ON
 FQ0358'THE WEST SIDE OF HIGHWAY AND A STONE SIGN ON THE EAST SIDE OF HIGHWAY,
 FQ0358'AND 12 FEET NORTHEAST OF A TREE STUMP ON TOP OF A PILE OF LAVA ROCK.
 FQ0358
 FQ0358                          STATION RECOVERY (1987)
 FQ0358
 FQ0358'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 FQ0358'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0158 ***********************************************************************
 FQ0158  DESIGNATION -  BM 34
 FQ0158  PID         -  FQ0158
 FQ0158  STATE/COUNTY-  AZ/COCONINO
 FQ0158  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0158
 FQ0158                         *CURRENT SURVEY CONTROL
 FQ0158  ___________________________________________________________________
 FQ0158* NAD 83(1986)-  35 48 28.     (N)    111 27 54.     (W)     SCALED    
 FQ0158* NAVD 88     -      1417.764  (meters)    4651.45   (feet)  POSTED    
 FQ0158  ___________________________________________________________________
 FQ0158  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0158  DYNAMIC HT  -        1415.980 (meters)    4645.59  (feet)  COMP
 FQ0158  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 FQ0158
 FQ0158  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0158
 FQ0158.The horizontal coordinates were scaled from a topographic map and have
 FQ0158.an estimated accuracy of +/- 6 seconds.
 FQ0158
 FQ0158.The orthometric height was determined by differential leveling
 FQ0158.and adjusted by the National Geodetic Survey in 1992..
 FQ0158.No vertical observational check was made to the station.
 FQ0158.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0158.was located on a no-check spur therefore a value was not computed.
 FQ0158
 FQ0158.The geoid height was determined by GEOID03.
 FQ0158
 FQ0158.The dynamic height is computed by dividing the NAVD 88
 FQ0158.geopotential number by the normal gravity value computed on the
 FQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0158.degrees latitude (g = 980.6199 gals.).
 FQ0158
 FQ0158.The modeled gravity was interpolated from observed gravity values.
 FQ0158
 FQ0158;                    North         East    Units  Estimated Accuracy
 FQ0158;SPC AZ C     -   533,280.      254,180.      MT  (+/- 180 meters Scaled)
 FQ0158
 FQ0158                          SUPERSEDED SURVEY CONTROL
 FQ0158
 FQ0158  NGVD 29 (??/??/92) 1416.900  (m)         4648.61   (f) ADJ UNCH    1 2
 FQ0158
 FQ0158.Superseded values are not recommended for survey control.
 FQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0158.See file dsdata.txt to determine how the superseded data were derived.
 FQ0158
 FQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE579627(NAD 83)
 FQ0158_MARKER: S = SPIKE
 FQ0158_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0158_SP_SET: SANDSTONE ROCK
 FQ0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0158+STABILITY: POSITION/ELEVATION WELL
 FQ0158
 FQ0158  HISTORY     - Date     Condition        Report By
 FQ0158  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0158  HISTORY     - 1921     GOOD             NGS
 FQ0158
 FQ0158                          STATION DESCRIPTION
 FQ0158
 FQ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0158'5.9 MI S FROM CAMERON.
 FQ0158'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0158'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 4.0
 FQ0158'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  200 FEET WEST OF
 FQ0158'THE ROAD, IN A GROUP OF SANDSTONE ROCKS, AND IN A TREE WITH A GUARD
 FQ0158'STAKE AND BLAZE ON THE SOUTH SIDE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0269 ***********************************************************************
 FQ0269  DESIGNATION -  BM 4
 FQ0269  PID         -  FQ0269
 FQ0269  STATE/COUNTY-  AZ/COCONINO
 FQ0269  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0269
 FQ0269                         *CURRENT SURVEY CONTROL
 FQ0269  ___________________________________________________________________
 FQ0269* NAD 83(1986)-  35 27 57.     (N)    111 33 32.     (W)     SCALED    
 FQ0269* NAVD 88     -      1916.05   (+/-2cm)    6286.2    (feet)  VERTCON   
 FQ0269  ___________________________________________________________________
 FQ0269  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0269
 FQ0269  VERT ORDER  -  ? (See Below)
 FQ0269
 FQ0269.The horizontal coordinates were scaled from a topographic map and have
 FQ0269.an estimated accuracy of +/- 6 seconds.
 FQ0269
 FQ0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0269.The vertical order pertains to the NGVD 29 superseded value.
 FQ0269
 FQ0269.The geoid height was determined by GEOID03.
 FQ0269
 FQ0269;                    North         East    Units  Estimated Accuracy
 FQ0269;SPC AZ C     -   495,310.      245,830.      MT  (+/- 180 meters Scaled)
 FQ0269
 FQ0269                          SUPERSEDED SURVEY CONTROL
 FQ0269
 FQ0269  NGVD 29 (??/??/92) 1915.126  (m)         6283.21   (f) ADJ UNCH    ?  
 FQ0269
 FQ0269.Superseded values are not recommended for survey control.
 FQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0269.See file dsdata.txt to determine how the superseded data were derived.
 FQ0269
 FQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE492248(NAD 83)
 FQ0269_MARKER: Z = SEE DESCRIPTION
 FQ0269_SETTING: 0 = UNSPECIFIED SETTING
 FQ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0269
 FQ0269  HISTORY     - Date     Condition        Report By
 FQ0269  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0269  HISTORY     - 1921     GOOD             NGS
 FQ0269
 FQ0269                          STATION DESCRIPTION
 FQ0269
 FQ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0269'15.9 MI N FROM TOWNSEND.
 FQ0269'15.9 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0269'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, AND AT TOWNSEND, COCONINO
 FQ0269'COUNTY, AND AT THE DOVETANK ROAD SIGN.  THE TOP OF A 1/2-INCH IRON
 FQ0269'PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5788 ***********************************************************************
 DH5788  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5788  DESIGNATION -  BM 59
 DH5788  PID         -  DH5788
 DH5788  STATE/COUNTY-  AZ/COCONINO
 DH5788  USGS QUAD   -  SEDONA (1969)
 DH5788
 DH5788                         *CURRENT SURVEY CONTROL
 DH5788  ___________________________________________________________________
 DH5788* NAD 83(1992)-  34 49 58.01382(N)    111 46 11.85139(W)     ADJUSTED  
 DH5788* NAVD 88     -      1336.21   (meters)    4383.9    (feet)  GPS OBS   
 DH5788  ___________________________________________________________________
 DH5788  X           -  -1,944,203.161 (meters)                     COMP
 DH5788  Y           -  -4,868,255.816 (meters)                     COMP
 DH5788  Z           -   3,623,404.496 (meters)                     COMP
 DH5788  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DH5788  ELLIP HEIGHT-        1311.70  (meters)          (05/31/05) GPS OBS
 DH5788  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 DH5788
 DH5788  HORZ ORDER  -  A
 DH5788  ELLP ORDER  -  FOURTH    CLASS II
 DH5788
 DH5788.The horizontal coordinates were established by GPS observations
 DH5788.and adjusted by the National Geodetic Survey in May 2005..
 DH5788
 DH5788.The orthometric height was determined by GPS observations and a
 DH5788.high-resolution geoid model using precise GPS observation and
 DH5788.processing techniques.
 DH5788
 DH5788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5788
 DH5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5788
 DH5788.The ellipsoidal height was determined by GPS observations
 DH5788.and is referenced to NAD 83.
 DH5788
 DH5788.The geoid height was determined by GEOID03.
 DH5788
 DH5788;                    North         East     Units Scale Factor Converg.
 DH5788;SPC AZ C     -   425,034.836   226,778.552   MT  0.99990222   +0 05 01.7
 DH5788;SPC AZ C     - 1,394,471.25    744,024.12   iFT  0.99990222   +0 05 01.7
 DH5788;UTM  12      - 3,854,769.646   429,596.616   MT  0.99966109   -0 26 23.3
 DH5788
 DH5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5788!SPC AZ C     -   0.99979415  x   0.99990222  =   0.99969639
 DH5788!UTM  12      -   0.99979415  x   0.99966109  =   0.99945530
 DH5788
 DH5788                          SUPERSEDED SURVEY CONTROL
 DH5788
 DH5788.No superseded survey control is available for this station.
 DH5788
 DH5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2959754770(NAD 83)
 DH5788_MARKER: DU = BOUNDARY MARKER
 DH5788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DH5788_STAMPING: T17N R6E 1/4 S19/S30 1957 1984
 DH5788_MARK LOGO: BLM   
 DH5788_PROJECTION: PROJECTING 10 CENTIMETERS
 DH5788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5788+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5788
 DH5788  HISTORY     - Date     Condition        Report By
 DH5788  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5788
 DH5788                          STATION DESCRIPTION
 DH5788
 DH5788'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5788'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF SEDONA, AZ IN
 DH5788'COCONINO COUNTY.  APPROXIMATELY 25 KM (16 MILES) FROM COTTONWOOD, AZ,
 DH5788'31 KM (19 MILES) FROM CAMP VERDE, AZ, 44 KM (27 MILES) FLAGSTAFF, AZ.
 DH5788' 
 DH5788'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89A AND
 DH5788'STATE HIGHWAY 179 IN SEDONA, GO SOUTH ON 179 4.7 KM (2.9 MI) TO THE
 DH5788'INTERSECTION WITH CHAPEL ROAD ON THE LEFT (EAST). TURN LEFT (EAST)
 DH5788'ONTO CHAPEL RD. AND PROCEED 0.6 KM (0.4 MI) TO THE INTERSECTION OF
 DH5788'CATHEDRAL LANE.
 DH5788' 
 DH5788'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 DH5788'CHAPEL ROAD AND CATHEDRAL LANE.  IT IS APPROXIMATELY 2 M (7 FT) FROM
 DH5788'THE EDGE OF PAVEMENT, AND 2 M (7 FT) FROM A FIRE HYDRANT.  THE STATION
 DH5788'IS AN 8 CM (3.25 IN) BLM BRASS CAP ON A 5 CM (2 IN) DIAMETER STEEL
 DH5788'PIPE 10 CM (4 IN ) ABOVE GRADE.  THE STATION IS IN THE NORTH QURTER
 DH5788'CORNER OF SECTION 30, T17N, R6E AND IS BENCHMARK 59 FOR THE CITY OF
 DH5788'SEDONA.
 DH5788' 
 DH5788'DESCRIBED BY SHEPHARD-WESNITZER, DEC 2003 (MLD)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1526 ***********************************************************************
 CZ1526  DESIGNATION -  BM Y
 CZ1526  PID         -  CZ1526
 CZ1526  STATE/COUNTY-  AZ/PINAL
 CZ1526  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1526
 CZ1526                         *CURRENT SURVEY CONTROL
 CZ1526  ___________________________________________________________________
 CZ1526* NAD 83(1986)-  32 41 14.     (N)    111 27 16.     (W)     SCALED    
 CZ1526* NAVD 88     -       512.96   (+/-2cm)    1682.9    (feet)  VERTCON   
 CZ1526  ___________________________________________________________________
 CZ1526  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ1526
 CZ1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1526
 CZ1526.The horizontal coordinates were scaled from a topographic map and have
 CZ1526.an estimated accuracy of +/- 6 seconds.
 CZ1526
 CZ1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1526.The vertical order pertains to the NGVD 29 superseded value.
 CZ1526
 CZ1526.The geoid height was determined by GEOID03.
 CZ1526
 CZ1526;                    North         East    Units  Estimated Accuracy
 CZ1526;SPC AZ C     -   187,160.      256,700.      MT  (+/- 180 meters Scaled)
 CZ1526
 CZ1526                          SUPERSEDED SURVEY CONTROL
 CZ1526
 CZ1526  NGVD 29 (??/??/92)  512.384  (m)         1681.05   (f) ADJ UNCH    1 2
 CZ1526
 CZ1526.Superseded values are not recommended for survey control.
 CZ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1526.See file dsdata.txt to determine how the superseded data were derived.
 CZ1526
 CZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB573167(NAD 83)
 CZ1526_MARKER: DD = SURVEY DISK
 CZ1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1526_SP_SET: HEADWALL
 CZ1526_STAMPING: BM Y
 CZ1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1526
 CZ1526  HISTORY     - Date     Condition        Report By
 CZ1526  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1526  HISTORY     - 1975     GOOD             AZDT
 CZ1526
 CZ1526                          STATION DESCRIPTION
 CZ1526
 CZ1526'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1526'2.85 MI SE FROM PICACHO.
 CZ1526'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1526'THE STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE.  ON THE WEST
 CZ1526'CATTLE GUARD HEADWALL.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS
 CZ1526'CAP, SET IN THE TOP AND CENTER OF A CATTLE GUARD HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2138 ***********************************************************************
 DV2138  DESIGNATION -  BN 33
 DV2138  PID         -  DV2138
 DV2138  STATE/COUNTY-  AZ/MARICOPA
 DV2138  USGS QUAD   -  VALENCIA (1982)
 DV2138
 DV2138                         *CURRENT SURVEY CONTROL
 DV2138  ___________________________________________________________________
 DV2138* NAD 83(1992)-  33 26 58.83664(N)    112 36 01.74352(W)     ADJUSTED  
 DV2138* NAVD 88     -       458.6    (meters)    1505.     (feet)  VERTCON   
 DV2138  ___________________________________________________________________
 DV2138  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV2138  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2138
 DV2138  HORZ ORDER  -  FIRST
 DV2138
 DV2138.The horizontal coordinates were established by classical geodetic methods
 DV2138.and adjusted by the National Geodetic Survey in August 1993..
 DV2138
 DV2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2138
 DV2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2138
 DV2138.The geoid height was determined by GEOID03.
 DV2138
 DV2138;                    North         East     Units Scale Factor Converg.
 DV2138;SPC AZ C     -   271,828.640   149,786.943   MT  0.99994981   -0 22 37.0
 DV2138;SPC AZ C     -   891,826.25    491,426.98   iFT  0.99994981   -0 22 37.0
 DV2138;UTM  12      - 3,702,285.350   351,244.801   MT  0.99987281   -0 52 56.5
 DV2138
 DV2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2138!SPC AZ C     -   0.99993278  x   0.99994981  =   0.99988259
 DV2138!UTM  12      -   0.99993278  x   0.99987281  =   0.99980560
 DV2138
 DV2138|---------------------------------------------------------------------|
 DV2138| PID    Reference Object                     Distance      Geod. Az  |
 DV2138|                                                           dddmmss.s |
 DV2138| DV2137 LOS ANGELES PHOENIX AWY BCN 33        4.146 METERS 00154     |
 DV2138| CH4398 BN 33 RM 1                            8.641 METERS 05323     |
 DV2138| DV0908 BN 33 AZ MK                                        1542301.2 |
 DV2138| CH4399 BN 33 RM 2                           21.531 METERS 31525     |
 DV2138|---------------------------------------------------------------------|
 DV2138
 DV2138                          SUPERSEDED SURVEY CONTROL
 DV2138
 DV2138  NAD 83(1986)-  33 26 58.83075(N)    112 36 01.74853(W) AD(       ) 1
 DV2138  NAD 27      -  33 26 58.68800(N)    112 35 59.14800(W) AD(       ) 1
 DV2138  NGVD 29 (07/19/86)  458.0    (m)         1503.     (f) VERT ANG       
 DV2138
 DV2138.Superseded values are not recommended for survey control.
 DV2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2138.See file dsdata.txt to determine how the superseded data were derived.
 DV2138
 DV2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5124502285(NAD 83)
 DV2138_MARKER: DS = TRIANGULATION STATION DISK
 DV2138_SETTING: 66 = SET IN ROCK OUTCROP
 DV2138
 DV2138  HISTORY     - Date     Condition        Report By
 DV2138  HISTORY     - 1947     MONUMENTED       CGS
 DV2138  HISTORY     - 1956     GOOD             CGS
 DV2138  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV2138  HISTORY     - 1962     GOOD             CGS
 DV2138  HISTORY     - 1968     GOOD             AMS
 DV2138
 DV2138                          STATION DESCRIPTION
 DV2138
 DV2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2138'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL AT THE
 DV2138'SOUTH END AND WEST SIDE OF THE WHITE TANK MOUNTAINS, ABOUT
 DV2138'12 MILES AIRLINE NORTHEAST OF HASSAYAMPA, ABOUT 8 MILES
 DV2138'AIRLINE WEST BY NORTH OF PERRYVILLE, ABOUT 1 MILE NORTHEAST OF
 DV2138'THE PHOENIX-SALOME ROAD THROUGH TONOPAH, 8 FEET SOUTHWEST
 DV2138'OF THE SOUTH LEG OF AIRWAY BEACON NUMBERED 33, STAMPED BN 33
 DV2138'1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DV2138'ON THE EAST BRIM OF HILL, SET FLUSH AND IS STAMPED BN 33 NO 1 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DV2138'ABOUT 6 FEET EAST OF AND 2 FEET LOWER THAN TOP OF RIDGE, SET
 DV2138'FLUSH AND IS STAMPED BN 33 NO 2 1947.
 DV2138'
 DV2138'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE SOUTHWEST CORNER
 DV2138'OF A CONCRETE FOUNDATION OF AN OLD HOUSE, 17 PACES EAST OF A
 DV2138'NORTH-SOUTH ROAD, 50 FEET SOUTH OF A SMALL BRICK BUILDING,
 DV2138'PROJECTS APPROXIMATELY 4 INCHES AND IS STAMPED BN 33 1947.
 DV2138'
 DV2138'TO REACH FROM PERRYVILLE.  TAKE THE ROAD WEST AND CONTINUE
 DV2138'DUE WEST FOR 7.65 MILES TO A CROSS ROAD ABOUT 0.2 MILE AFTER
 DV2138'PASSING UNDER DOUBLE POLE TRANSMISSION, A FRAME BUILDING IS
 DV2138'LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION.  TURN RIGHT
 DV2138'(N) ON TRACK ROAD AND GO 1.3 MILES TO THE AIRWAY BUILDING
 DV2138'HOUSING THE MOTOR-DRIVEN GENERATOR UNITS.  A TRUCK CAN BE
 DV2138'DRIVEN ABOUT 150 YARDS BEYOND TO THE FOOT OF TRAIL LEADING
 DV2138'TO SUMMIT OF HILL, BEACON AND STATION SITE.  A 10 MINUTE PACK.
 DV2138'
 DV2138'THE AZIMUTH IS REACHED FROM THE CROSSROAD MENTIONED IN DESCRIPTION
 DV2138'BY TURNING LEFT (S) FOR 0.2 MILE TO A DRIVEWAY AND AZIMUTH AS
 DV2138'DESCRIBED ABOVE.
 DV2138
 DV2138                          STATION RECOVERY (1956)
 DV2138
 DV2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2138'THE STATION AND MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DV2138'
 DV2138'FOLLOWING IS A NEW DESCRIPTION--
 DV2138'
 DV2138'THE STATION IS LOCATED ON A SMALL HILL WHICH IS ABOUT 5 MILES
 DV2138'NORTH OF BUCKEYE AND ON THE HIGHEST HILL IN THE VICINITY.
 DV2138'THE STATION MARK IS SET 11.8 FEET SOUTHEAST OF THE SOUTHWEST
 DV2138'LEG OF A AIR BEACON TOWER, 9 FEET NORTHEAST OF THE HIGHEST
 DV2138'POINT OF THE HILL, 8.5 FEET SOUTH OF THE SOUTHEAST LEG OF A
 DV2138'AIR BEACON TOWER, 3 FEET LOWER THAN THE HIGHEST POINT OF THE
 DV2138'HILL, 2 INCHES BELOW THE SURFACE.
 DV2138'IT IS STAMPED BN 33 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 1 IS SET NEAR THE EAST EDGE OF THE HILL,
 DV2138'4 FEET LOWER THAN THE STATION.
 DV2138'IT IS STAMPED BN 33 NO 1 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 2 IS SET ON A SMALL RIDGE NORTHWEST OF STATION,
 DV2138'6 FEET LOWER THAN THE STATION.
 DV2138'IT IS STAMPED BN 33 NO 2 1947.
 DV2138'
 DV2138'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER
 DV2138'OF A CONCRETE SLAB, 76 FEET SOUTH OF A YELLOW BRICK BUILDING,
 DV2138'69 FEET EAST OF A GRAVEL ROAD AND IS A STANDARD DISK.  IT
 DV2138'IS STAMPED BN 33 1947.
 DV2138'
 DV2138'TO REACH FROM THE BUCKEYE CITY AND COUNTY BUILDING IN BUCKEYE
 DV2138'GO WEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO NORTH 1ST STREET,
 DV2138'TURN NORTH ON NORTH 1ST STREET GO FOR 0.5 MILE TO RAILROAD
 DV2138'TRACKS, THENCE CONTINUE NORTH ON MILLER ROAD FOR 3.8 TO CROSSROADS
 DV2138'(THIS IS 0.2 MILE PAST THE AZIMUTH MARK ON THE EAST SIDE OF
 DV2138'GRAVEL ROAD AS DESCRIBED), CONTINUE STRAIGHT AHEAD FOR 0.7
 DV2138'MILE TO SIDE ROAD LEFT, TURN LEFT ON SIDE ROAD AND GO FOR
 DV2138'0.4 MILE TO A RED AND WHITE GENERATOR HOUSE, CONTINUE ON A
 DV2138'BLADED ROAD FOR 0.1 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 DV2138'PACK UP A TRAIL TO AIR BEACON TOWER AND STATION AS
 DV2138'DESCRIBED.  IT IS A 20 MINUTE PACK.
 DV2138
 DV2138                          STATION RECOVERY (1956)
 DV2138
 DV2138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2138'STATION HAS PROBABLY BEEN DESTROYED BY CONSTRUCTION OF A NEW
 DV2138'TOWER.
 DV2138'
 DV2138'BOTH REFERENCE MARKS ARE STILL IN PLACE.
 DV2138
 DV2138                          STATION RECOVERY (1962)
 DV2138
 DV2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2138'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION
 DV2138'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV2138'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE
 DV2138'CORRECT.  A NEW TO REACH THE STATION FOLLOWS.
 DV2138'
 DV2138'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK ON THE MAIN
 DV2138'STREET IN BUCKEYE, GO WEST FOR 0.25 MILE, TURN RIGHT, GO NORTH
 DV2138'ON FIRST STREET FOR 0.65 MILE TO CROSSROAD JUST AFTER CROSSING
 DV2138'THE RAILROAD TRACKS, CONTINUE NORTH ON MILLER ROAD FOR 3.75
 DV2138'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 DV2138'0.2 MILE TO CROSSROAD AND AN ELECTRICAL SUB STATION IN THE
 DV2138'NORTHWEST ANGLE, CONTINUE NORTH ON A GRAVEL ROAD FOR 0.65
 DV2138'MILE TO TRACK ROAD LEFT, TURN LEFT, FOLLOW TRACK ROAD
 DV2138'NORTHWESTERLY FOR 0.45 MILE TO GENERATOR BUILDING, CONTINUE
 DV2138'NORTHWEST FOR 0.1 MILE TO END OF TRUCK TRAVEL.  FROM THIS
 DV2138'POINT PACK WEST AND NORTHWEST ON TRAIL TO TOP OF HILL AND THE
 DV2138'STATION JUST SOUTH OF THE AIRWAY BEACON.
 DV2138'
 DV2138'STATION MARK, R.M. NO. 1 AND R.M. NO. 2 ARE AS DESCRIBED IN
 DV2138'THE 1947 DESCRIPTION.
 DV2138'
 DV2138'AZIMUTH MARK IS 84 FEET EAST OF CENTER OF ROAD, 97 FEET
 DV2138'WEST-SOUTHWEST OF A SMALL CONCRETE BLOCK BUILDING AND 2.3 FEET
 DV2138'EAST OF WITNESS POST.
 DV2138'
 DV2138'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV2138
 DV2138                          STATION RECOVERY (1968)
 DV2138
 DV2138'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (PLP)
 DV2138'STA. RECOVERED IN GOOD CONDITION
 DV2138'
 DV2138'R.M.S ALSO RECOVERED THIS MK USED ONLY AS A AZ. CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0908 ***********************************************************************
 DV0908  DESIGNATION -  BN 33 AZ MK
 DV0908  PID         -  DV0908
 DV0908  STATE/COUNTY-  AZ/MARICOPA
 DV0908  USGS QUAD   -  VALENCIA (1982)
 DV0908
 DV0908                         *CURRENT SURVEY CONTROL
 DV0908  ___________________________________________________________________
 DV0908* NAD 83(1986)-  33 25 57.     (N)    112 35 28.     (W)     SCALED    
 DV0908* NAVD 88     -       328.63   (+/-2cm)    1078.2    (feet)  VERTCON   
 DV0908  ___________________________________________________________________
 DV0908  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV0908
 DV0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0908
 DV0908.The horizontal coordinates were scaled from a topographic map and have
 DV0908.an estimated accuracy of +/- 6 seconds.
 DV0908
 DV0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0908.The vertical order pertains to the NGVD 29 superseded value.
 DV0908
 DV0908.The geoid height was determined by GEOID03.
 DV0908
 DV0908;                    North         East    Units  Estimated Accuracy
 DV0908;SPC AZ C     -   269,920.      150,650.      MT  (+/- 180 meters Scaled)
 DV0908
 DV0908                          SUPERSEDED SURVEY CONTROL
 DV0908
 DV0908  NGVD 29 (??/??/92)  327.988  (m)         1076.07   (f) ADJ UNCH    2 0
 DV0908
 DV0908.Superseded values are not recommended for survey control.
 DV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0908.See file dsdata.txt to determine how the superseded data were derived.
 DV0908
 DV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC520003(NAD 83)
 DV0908_MARKER: DZ = AZIMUTH MARK DISK
 DV0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0908_SP_SET: PLATFORM
 DV0908_STAMPING: BN 33 1947
 DV0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0908
 DV0908  HISTORY     - Date     Condition        Report By
 DV0908  HISTORY     - 1947     MONUMENTED       CGS
 DV0908  HISTORY     - 1962     GOOD             NGS
 DV0908
 DV0908                          STATION DESCRIPTION
 DV0908
 DV0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0908'4.55 MI NW FROM BUCKEYE.
 DV0908'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0908'BUCKEYE, THENCE 4.35 MILES NORTH ALONG MILLER ROAD, ABOUT 0.15 MILE
 DV0908'SOUTH OF THE JUNCTION OF AN EAST-WEST ROAD, (TONOPAH ROAD), SET IN TOP
 DV0908'OF A CONCRETE PLATFORM, AND AT THE SOUTHWEST CORNER, 84 FEET EAST OF
 DV0908'THE CENTER OF MILLER ROAD, 97.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DV0908'CORNER OF A SMALL CONCRETE BLOCK BUILDING, 2.4 FEET EAST OF A METAL
 DV0908'WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF MILLER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1914 ***********************************************************************
 CZ1914  DESIGNATION -  BOG
 CZ1914  PID         -  CZ1914
 CZ1914  STATE/COUNTY-  AZ/PINAL
 CZ1914  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1914
 CZ1914                         *CURRENT SURVEY CONTROL
 CZ1914  ___________________________________________________________________
 CZ1914* NAD 83(1992)-  32 44 43.59727(N)    111 07 26.19538(W)     ADJUSTED  
 CZ1914* NAVD 88     -       834.6    (meters)    2738.     (feet)  VERTCON   
 CZ1914  ___________________________________________________________________
 CZ1914  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 CZ1914  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CZ1914
 CZ1914  HORZ ORDER  -  SECOND
 CZ1914
 CZ1914.The horizontal coordinates were established by classical geodetic methods
 CZ1914.and adjusted by the National Geodetic Survey in August 1993..
 CZ1914
 CZ1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1914
 CZ1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1914
 CZ1914.The geoid height was determined by GEOID03.
 CZ1914
 CZ1914;                    North         East     Units Scale Factor Converg.
 CZ1914;SPC AZ C     -   193,801.501   287,648.125   MT  0.99996803   +0 25 43.7
 CZ1914;SPC AZ C     -   635,831.70    943,727.44   iFT  0.99996803   +0 25 43.7
 CZ1914;UTM  12      - 3,623,074.175   488,388.609   MT  0.99960166   -0 04 01.4
 CZ1914
 CZ1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1914!SPC AZ C     -   0.99987350  x   0.99996803  =   0.99984154
 CZ1914!UTM  12      -   0.99987350  x   0.99960166  =   0.99947521
 CZ1914
 CZ1914|---------------------------------------------------------------------|
 CZ1914| PID    Reference Object                     Distance      Geod. Az  |
 CZ1914|                                                           dddmmss.s |
 CZ1914| CH4401 BOG RM 1                             20.888 METERS 20852     |
 CZ1914| CZ1925 NORTH HILL                          APPROX. 2.1 KM 2763943.3 |
 CZ1914| CH4402 BOG RM 2                             21.094 METERS 28316     |
 CZ1914|---------------------------------------------------------------------|
 CZ1914
 CZ1914                          SUPERSEDED SURVEY CONTROL
 CZ1914
 CZ1914  NAD 83(1986)-  32 44 43.59097(N)    111 07 26.19308(W) AD(       ) 2
 CZ1914  NAD 27      -  32 44 43.33560(N)    111 07 23.78970(W) AD(       ) 2
 CZ1914  NGVD 29 (07/19/86)  834.0    (m)         2736.     (f) VERT ANG       
 CZ1914
 CZ1914.Superseded values are not recommended for survey control.
 CZ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1914.See file dsdata.txt to determine how the superseded data were derived.
 CZ1914
 CZ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8838923074(NAD 83)
 CZ1914_MARKER: DS = TRIANGULATION STATION DISK
 CZ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1914
 CZ1914  HISTORY     - Date     Condition        Report By
 CZ1914  HISTORY     - 1962     MONUMENTED       CGS
 CZ1914  HISTORY     - 1968     GOOD             AMS
 CZ1914
 CZ1914                          STATION DESCRIPTION
 CZ1914
 CZ1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1914'THE STATION IS LOCATED ABOUT 36 MILES NORTH-NORTHWEST OF
 CZ1914'TUCSON AND 18 MILES NORTHWEST OF ORACLE JUNCTION, IN DESERT
 CZ1914'RANGE AREA.
 CZ1914'
 CZ1914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CZ1914'80 AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION, GO NORTHWEST
 CZ1914'ON U.S. HIGHWAYS 80 AND 89 FOR 18.3 MILES TO A SIDE ROAD
 CZ1914'RIGHT.  TURN RIGHT AND GO EAST ON AN OILED ROAD FOR 0.45
 CZ1914'MILE TO A DIM CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON A
 CZ1914'GRADED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 CZ1914'DESCRIBED.
 CZ1914'
 CZ1914'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE MONUMENT, WHICH PROJECTS 8 INCHES AND IS
 CZ1914'STAMPED BOG 1962.  IT IS 43 FEET WEST OF THE CENTER OF A
 CZ1914'GRADED ROAD AND 2.2 FEET WEST OF A METAL WITNESS POST.
 CZ1914'
 CZ1914'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 12 INCHES AND IS
 CZ1914'STAMPED BOG NO 1 1962.  IT IS 41 FEET WEST OF THE CENTER OF
 CZ1914'A GRADED ROAD.
 CZ1914'
 CZ1914'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 6 INCHES AND IS
 CZ1914'STAMPED BOG NO 2 1962.  IT IS 84 FEET WEST OF THE CENTER OF
 CZ1914'A GRADED ROAD AND 71.5 FEET WEST OF A METAL WITNESS POST.
 CZ1914'
 CZ1914'TRIGUULATION STATION NORTH HILL 1936 WAS USED FOR THE AZIMUTH
 CZ1914'MARK SEE DESCRIPTION THERE-OF.
 CZ1914
 CZ1914                          STATION RECOVERY (1968)
 CZ1914
 CZ1914'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RCC)
 CZ1914'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1913 ***********************************************************************
 CZ1913  DESIGNATION -  BOGARD
 CZ1913  PID         -  CZ1913
 CZ1913  STATE/COUNTY-  AZ/PINAL
 CZ1913  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1913
 CZ1913                         *CURRENT SURVEY CONTROL
 CZ1913  ___________________________________________________________________
 CZ1913* NAD 83(1992)-  32 44 44.74326(N)    111 07 03.44823(W)     ADJUSTED  
 CZ1913* NAVD 88     -       844.6    (meters)    2771.     (feet)  VERTCON   
 CZ1913  ___________________________________________________________________
 CZ1913  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1913  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ1913
 CZ1913  HORZ ORDER  -  SECOND
 CZ1913
 CZ1913.The horizontal coordinates were established by classical geodetic methods
 CZ1913.and adjusted by the National Geodetic Survey in August 1993..
 CZ1913
 CZ1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1913
 CZ1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1913
 CZ1913.The geoid height was determined by GEOID03.
 CZ1913
 CZ1913;                    North         East     Units Scale Factor Converg.
 CZ1913;SPC AZ C     -   193,841.251   288,240.011   MT  0.99996912   +0 25 56.0
 CZ1913;SPC AZ C     -   635,962.11    945,669.33   iFT  0.99996912   +0 25 56.0
 CZ1913;UTM  12      - 3,623,108.789   488,980.600   MT  0.99960150   -0 03 49.0
 CZ1913
 CZ1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1913!SPC AZ C     -   0.99987193  x   0.99996912  =   0.99984105
 CZ1913!UTM  12      -   0.99987193  x   0.99960150  =   0.99947348
 CZ1913
 CZ1913:                Primary Azimuth Mark                     Grid Az
 CZ1913:SPC AZ C     -  34 4 6 60                                028 05 35.5
 CZ1913:UTM  12      -  34 4 6 60                                028 35 20.5
 CZ1913
 CZ1913|---------------------------------------------------------------------|
 CZ1913| PID    Reference Object                     Distance      Geod. Az  |
 CZ1913|                                                           dddmmss.s |
 CZ1913| CH4646 34 4 6 60                                          0283131.5 |
 CZ1913| CH4403 BOGARD RM 1                          17.763 METERS 07556     |
 CZ1913| CH4404 BOGARD RM 2                          21.011 METERS 35020     |
 CZ1913|---------------------------------------------------------------------|
 CZ1913
 CZ1913                          SUPERSEDED SURVEY CONTROL
 CZ1913
 CZ1913  NAD 83(1986)-  32 44 44.73701(N)    111 07 03.44596(W) AD(       ) 2
 CZ1913  NAD 27      -  32 44 44.48180(N)    111 07 01.04250(W) AD(       ) 2
 CZ1913  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG       
 CZ1913
 CZ1913.Superseded values are not recommended for survey control.
 CZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1913.See file dsdata.txt to determine how the superseded data were derived.
 CZ1913
 CZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8898123109(NAD 83)
 CZ1913_MARKER: DS = TRIANGULATION STATION DISK
 CZ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1913
 CZ1913  HISTORY     - Date     Condition        Report By
 CZ1913  HISTORY     - 1962     MONUMENTED       CGS
 CZ1913
 CZ1913                          STATION DESCRIPTION
 CZ1913
 CZ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1913'THE STATION IS LOCATED 36 MILES NORTH-NORTHWEST OF TUCSON,
 CZ1913'ABOUT 17 MILES NORTHWEST OF ORACLE JUNCTION, IN DESERT RANGE
 CZ1913'AREA.
 CZ1913'
 CZ1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ1913'AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION GO NORTHWEST
 CZ1913'ON U.S. HIGHWAYS 80 AND 89 FOR 18.3 MILES TO A SIDE ROAD
 CZ1913'RIGHT.  TURN RIGHT AND GO EASTERLY ALONG AN OILED ROAD FOR
 CZ1913'0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ALONG
 CZ1913'A GRADED ROAD FOR 0.15 MILE TO A T ROAD.  TURN LEFT AND GO
 CZ1913'EAST ON A TRACK ROAD FOR 0.4 MILE TO A FORK.  TAKE RIGHT
 CZ1913'FORK AND GO 0.1 MILE TO AN ABANDONED CONCRETE BUILDING ON
 CZ1913'THE LEFT.  TURN LEFT AND FOLLOW A DIM TRACK ROAD NORTHERLY
 CZ1913'0.1 MILE TO THE STATION AS DESCRIBED.
 CZ1913'
 CZ1913'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR
 CZ1913'0.1 MILE TO A SOUTHEAST FENCE CORNER, THENCE NORTHEAST 0.1
 CZ1913'MILE TO THE AZIMUTH MARK AS DESCRIBED.
 CZ1913'
 CZ1913'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD 1962.  IT IS 2.2 FEET EAST OF A METAL WITNESS
 CZ1913'POST.
 CZ1913'
 CZ1913'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD NO 1 1962.  IT IS 60.2 FEET NORTHEAST OF A
 CZ1913'METAL WITNESS POST.
 CZ1913'
 CZ1913'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD NO 2 1962.  IT IS 68.1 FEET NORTH-NORTHWEST
 CZ1913'OF A METAL WITNESS POST.
 CZ1913'
 CZ1913'A U.S. CORPS OF ENGINEERS MARK WAS USED FOR AN AZIMUTH MARK.
 CZ1913'IT IS A BRONZE DISK SET IN THE TOP OF AN 8-INCH CONCRETE
 CZ1913'CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED 34-4 6-60.
 CZ1913'IT IS 59.5 FEET SOUTH OF A BOUNDRY FENCE, 2.4 FEET EAST OF A
 CZ1913'4X4 WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2151 ***********************************************************************
 DV2151  DESIGNATION -  BOLLINGER
 DV2151  PID         -  DV2151
 DV2151  STATE/COUNTY-  AZ/MARICOPA
 DV2151  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2151
 DV2151                         *CURRENT SURVEY CONTROL
 DV2151  ___________________________________________________________________
 DV2151* NAD 83(1992)-  33 10 21.11181(N)    112 38 54.92095(W)     ADJUSTED  
 DV2151* NAVD 88     -       329.0    (meters)    1079.     (feet)  VERTCON   
 DV2151  ___________________________________________________________________
 DV2151  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DV2151  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV2151
 DV2151  HORZ ORDER  -  SECOND
 DV2151
 DV2151.The horizontal coordinates were established by classical geodetic methods
 DV2151.and adjusted by the National Geodetic Survey in August 1993..
 DV2151
 DV2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2151
 DV2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2151
 DV2151.The geoid height was determined by GEOID03.
 DV2151
 DV2151;                    North         East     Units Scale Factor Converg.
 DV2151;SPC AZ C     -   241,122.927   145,099.004   MT  0.99995743   -0 24 01.8
 DV2151;SPC AZ C     -   791,085.72    476,046.60   iFT  0.99995743   -0 24 01.8
 DV2151;UTM  12      - 3,671,624.219   346,287.528   MT  0.99989132   -0 54 08.0
 DV2151
 DV2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2151!SPC AZ C     -   0.99995322  x   0.99995743  =   0.99991065
 DV2151!UTM  12      -   0.99995322  x   0.99989132  =   0.99984454
 DV2151
 DV2151|---------------------------------------------------------------------|
 DV2151| PID    Reference Object                     Distance      Geod. Az  |
 DV2151|                                                           dddmmss.s |
 DV2151| CH4405 BOLLINGER RM 1                        9.297 METERS 06434     |
 DV2151| CH4406 BOLLINGER RM 2                        3.255 METERS 26309     |
 DV2151| DV2153 80 138 0                            APPROX. 2.0 KM 3551136.0 |
 DV2151|---------------------------------------------------------------------|
 DV2151
 DV2151                          SUPERSEDED SURVEY CONTROL
 DV2151
 DV2151  NAD 83(1986)-  33 10 21.10530(N)    112 38 54.92541(W) AD(       ) 2
 DV2151  NAD 27      -  33 10 20.95314(N)    112 38 52.32962(W) AD(       ) 2
 DV2151  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 DV2151
 DV2151.Superseded values are not recommended for survey control.
 DV2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2151.See file dsdata.txt to determine how the superseded data were derived.
 DV2151
 DV2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4628871624(NAD 83)
 DV2151_MARKER: DD = SURVEY DISK
 DV2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2151
 DV2151  HISTORY     - Date     Condition        Report By
 DV2151  HISTORY     - 1974     MONUMENTED       AZDT
 DV2151
 DV2151                          STATION DESCRIPTION
 DV2151
 DV2151'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2151'THE STATION IS LOCATED ABOUT 17-1/4 MILES NORTH OF GILA BEND, 16
 DV2151'1/2 MILES SOUTH OF BUCKEYE ALONG THE EAST SIDE OF U.S. 80.  STATION
 DV2151'IS ON A GRANITE RIDGE ABOUT 375 FEET EAST OF EAST RIGHT-OF-WAY
 DV2151'FENCE LINE.
 DV2151'
 DV2151'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, BOLLINGER
 DV2151'P AND M, GS, 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2151'FLUSH WITH THE GROUND AND IS 3.5 FEET WEST OF WITNESS POST.
 DV2151'
 DV2151'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED,
 DV2151'BOLLINGER RM 1 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK
 DV2151'WHICH IS ABOUT 4 FEET HIGHER THAN STATION.
 DV2151'
 DV2151'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, BOLLINGER
 DV2151'RM 2 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK AND ABOUT
 DV2151'LEVEL WITH STATION.
 DV2151'
 DV2151'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND, GO
 DV2151'NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2151'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 12.9 MILES
 DV2151'TO WOODS ROAD ON THE LEFT, CONTINUE NORTH 3 MILES TO TRUCK
 DV2151'PULLOUT ON THE EAST SIDE OF HIGHWAY AND CONTINUE TO END OF
 DV2151'TRUCK TRAVEL.  A 15 MINUTE PACK UP RIDGE TO STATION.
 DV2151'
 DV2151'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0868 ***********************************************************************
 ET0868  DESIGNATION -  BOLT
 ET0868  PID         -  ET0868
 ET0868  STATE/COUNTY-  AZ/YAVAPAI
 ET0868  USGS QUAD   -  HUMBOLDT (1973)
 ET0868
 ET0868                         *CURRENT SURVEY CONTROL
 ET0868  ___________________________________________________________________
 ET0868* NAD 83(1992)-  34 30 40.60031(N)    112 14 24.05168(W)     ADJUSTED  
 ET0868* NAVD 88     -      1405.31   (+/-2cm)    4610.6    (feet)  VERTCON   
 ET0868  ___________________________________________________________________
 ET0868  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 ET0868  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0868
 ET0868  HORZ ORDER  -  SECOND
 ET0868  VERT ORDER  -  THIRD ? (See Below)
 ET0868
 ET0868.The horizontal coordinates were established by classical geodetic methods
 ET0868.and adjusted by the National Geodetic Survey in August 1993..
 ET0868
 ET0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0868.The vertical order pertains to the NGVD 29 superseded value.
 ET0868
 ET0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0868
 ET0868.The geoid height was determined by GEOID03.
 ET0868
 ET0868;                    North         East     Units Scale Factor Converg.
 ET0868;SPC AZ C     -   389,410.170   183,670.666   MT  0.99991086   -0 10 59.5
 ET0868;SPC AZ C     - 1,277,592.42    602,594.05   iFT  0.99991086   -0 10 59.5
 ET0868;UTM  12      - 3,819,545.738   386,174.782   MT  0.99975970   -0 42 09.5
 ET0868
 ET0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0868!SPC AZ C     -   0.99978356  x   0.99991086  =   0.99969444
 ET0868!UTM  12      -   0.99978356  x   0.99975970  =   0.99954331
 ET0868
 ET0868|---------------------------------------------------------------------|
 ET0868| PID    Reference Object                     Distance      Geod. Az  |
 ET0868|                                                           dddmmss.s |
 ET0868| CH2778 BOLT RM 1                            10.820 METERS 01651     |
 ET0868| CH2779 BOLT RM 2                            10.351 METERS 19528     |
 ET0868| ET0918 REATA                               APPROX. 1.9 KM 2013839.2 |
 ET0868|---------------------------------------------------------------------|
 ET0868
 ET0868                          SUPERSEDED SURVEY CONTROL
 ET0868
 ET0868  NAD 83(1986)-  34 30 40.59648(N)    112 14 24.05001(W) AD(       ) 2
 ET0868  NAD 27      -  34 30 40.50550(N)    112 14 21.46531(W) AD(       ) 2
 ET0868  NGVD 29 (07/19/86) 1404.51   (m)         4608.0    (f) LEVELING    3  
 ET0868
 ET0868.Superseded values are not recommended for survey control.
 ET0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0868.See file dsdata.txt to determine how the superseded data were derived.
 ET0868
 ET0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8617519546(NAD 83)
 ET0868_MARKER: DD = SURVEY DISK
 ET0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0868+STABILITY: SURFACE MOTION
 ET0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0868+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0868
 ET0868  HISTORY     - Date     Condition        Report By
 ET0868  HISTORY     - 1980     MONUMENTED       AZDT
 ET0868  HISTORY     - 20040821 GOOD             USPSQD
 ET0868
 ET0868                          STATION DESCRIPTION
 ET0868
 ET0868'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0868'THE STATION IS LOCATED 13.3 MILES SOUTHEAST OF PRESCOTT, 0.6 MILE
 ET0868'NORTHWEST OF HUMBOLT AND ALONG THE EAST RIGHT OF WAY FOR ARIZONA
 ET0868'HIGHWAY 69.
 ET0868'
 ET0868'THE STATION MARK IS AN ADOT DISK STAMPED BOLT 1980.  IT IS SET IN TOP
 ET0868'OF A CONCRETE MONUMENT 93.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ET0868'AND 3.3 FEET WEST OF THE WITNESS POST.
 ET0868'
 ET0868'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BOLT RM 1 1980.  IT IS SET IN
 ET0868'TOP OF A CONCRETE MONUMENT.
 ET0868'
 ET0868'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BOLT RM 2 1980.  IT IS SET IN
 ET0868'TOP OF A CONCRETE MONUMENT.
 ET0868'
 ET0868'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL SOUTHEAST
 ET0868'ALONG SR 69 FOR 1.35 MILES TO THE STATION ON THE LEFT ON TOP OF A  20
 ET0868'FOOT HIGHWAY CUT.
 ET0868
 ET0868                          STATION RECOVERY (2004)
 ET0868
 ET0868'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0868'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0483 ***********************************************************************
 FR0483  DESIGNATION -  BOLT HEAD 1
 FR0483  PID         -  FR0483
 FR0483  STATE/COUNTY-  AZ/MOHAVE
 FR0483  USGS QUAD   -  ANTARES (1980)
 FR0483
 FR0483                         *CURRENT SURVEY CONTROL
 FR0483  ___________________________________________________________________
 FR0483* NAD 83(1986)-  35 24 57.     (N)    113 48 44.     (W)     SCALED    
 FR0483* NAVD 88     -      1100.046  (meters)    3609.07   (feet)  POSTED    
 FR0483  ___________________________________________________________________
 FR0483  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0483  DYNAMIC HT  -        1098.740 (meters)    3604.78  (feet)  COMP
 FR0483  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FR0483
 FR0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0483
 FR0483.The horizontal coordinates were scaled from a topographic map and have
 FR0483.an estimated accuracy of +/- 6 seconds.
 FR0483
 FR0483.The orthometric height was determined by differential leveling
 FR0483.and adjusted by the National Geodetic Survey in 1992..
 FR0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0483.rate of 0.0 thru 1.0 mm/km.
 FR0483
 FR0483.The geoid height was determined by GEOID03.
 FR0483
 FR0483.The dynamic height is computed by dividing the NAVD 88
 FR0483.geopotential number by the normal gravity value computed on the
 FR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0483.degrees latitude (g = 980.6199 gals.).
 FR0483
 FR0483.The modeled gravity was interpolated from observed gravity values.
 FR0483
 FR0483;                    North         East    Units  Estimated Accuracy
 FR0483;SPC AZ W     -   489,720.      207,710.      MT  (+/- 180 meters Scaled)
 FR0483
 FR0483                          SUPERSEDED SURVEY CONTROL
 FR0483
 FR0483  NGVD 29 (??/??/92) 1099.242  (m)         3606.43   (f) ADJ UNCH    1 1
 FR0483
 FR0483.Superseded values are not recommended for survey control.
 FR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0483.See file dsdata.txt to determine how the superseded data were derived.
 FR0483
 FR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE446227(NAD 83)
 FR0483_MARKER: B = BOLT
 FR0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0483_SP_SET: CULVERT
 FR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0483
 FR0483  HISTORY     - Date     Condition        Report By
 FR0483  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0483  HISTORY     - 1940     GOOD             NGS
 FR0483  HISTORY     - 1961     GOOD             NGS
 FR0483  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0483
 FR0483                          STATION DESCRIPTION
 FR0483
 FR0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0483'6.2 MI NW FROM HACKBERRY.
 FR0483'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0483'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 150 FEET NORTHWEST OF
 FR0483'MILEPOST 495, AT CONCRETE CULVERT A 496, AND IN THE TOP OF THE EAST
 FR0483'END OF THE NORTH HEADWALL.  THE TOP OF AN IRON BOLT HEAD.
 FR0483
 FR0483                          STATION RECOVERY (1961)
 FR0483
 FR0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0483'RECOVERED IN GOOD CONDITION.
 FR0483
 FR0483                          STATION RECOVERY (1982)
 FR0483
 FR0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0483'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0486 ***********************************************************************
 FR0486  DESIGNATION -  BOLT HEAD 3
 FR0486  PID         -  FR0486
 FR0486  STATE/COUNTY-  AZ/MOHAVE
 FR0486  USGS QUAD   -  ANTARES (1980)
 FR0486
 FR0486                         *CURRENT SURVEY CONTROL
 FR0486  ___________________________________________________________________
 FR0486* NAD 83(1986)-  35 23 57.     (N)    113 50 07.     (W)     SCALED    
 FR0486* NAVD 88     -      1080.527  (meters)    3545.03   (feet)  POSTED    
 FR0486  ___________________________________________________________________
 FR0486  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FR0486  DYNAMIC HT  -        1079.250 (meters)    3540.84  (feet)  COMP
 FR0486  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 FR0486
 FR0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0486
 FR0486.The horizontal coordinates were scaled from a topographic map and have
 FR0486.an estimated accuracy of +/- 6 seconds.
 FR0486
 FR0486.The orthometric height was determined by differential leveling
 FR0486.and adjusted by the National Geodetic Survey in 1992..
 FR0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0486.rate of 0.0 thru 1.0 mm/km.
 FR0486
 FR0486.The geoid height was determined by GEOID03.
 FR0486
 FR0486.The dynamic height is computed by dividing the NAVD 88
 FR0486.geopotential number by the normal gravity value computed on the
 FR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0486.degrees latitude (g = 980.6199 gals.).
 FR0486
 FR0486.The modeled gravity was interpolated from observed gravity values.
 FR0486
 FR0486;                    North         East    Units  Estimated Accuracy
 FR0486;SPC AZ W     -   487,880.      205,610.      MT  (+/- 180 meters Scaled)
 FR0486
 FR0486                          SUPERSEDED SURVEY CONTROL
 FR0486
 FR0486  NGVD 29 (??/??/92) 1079.72   (m)         3542.4    (f) COMPUTED    1 1
 FR0486
 FR0486.Superseded values are not recommended for survey control.
 FR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0486.See file dsdata.txt to determine how the superseded data were derived.
 FR0486
 FR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE425210(NAD 83)
 FR0486_MARKER: B = BOLT
 FR0486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0486_MARK LOGO: ATSFRR
 FR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0486+STABILITY: SURFACE MOTION
 FR0486
 FR0486  HISTORY     - Date     Condition        Report By
 FR0486  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0486  HISTORY     - 1940     GOOD             NGS
 FR0486  HISTORY     - 1982     GOOD             NGS
 FR0486
 FR0486                          STATION DESCRIPTION
 FR0486
 FR0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0486'7.9 MI W FROM HACKBERRY.
 FR0486'7.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0486'THE STATION AT HACKBERRY, MOHAVE COUNTY, 1.7 MILES WEST OF THE STATION
 FR0486'SIGN AT ANTARES, AT CONCRETE CULVERT C 497, IN THE TOP OF THE EAST END
 FR0486'OF THE SOUTH HEADWALL, AND 12 FEET SOUTH OF THE CENTERLINE OF THE
 FR0486'SOUTH TRACK. THE HEAD OF AN IRON BOLT.
 FR0486
 FR0486                          STATION RECOVERY (1982)
 FR0486
 FR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0486'WILL NOT BE LEVELED .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0480 ***********************************************************************
 FR0480  DESIGNATION -  BOLT HEAD 4
 FR0480  PID         -  FR0480
 FR0480  STATE/COUNTY-  AZ/MOHAVE
 FR0480  USGS QUAD   -  ANTARES (1980)
 FR0480
 FR0480                         *CURRENT SURVEY CONTROL
 FR0480  ___________________________________________________________________
 FR0480* NAD 83(1986)-  35 24 48.     (N)    113 47 02.     (W)     SCALED    
 FR0480* NAVD 88     -      1100.773  (meters)    3611.45   (feet)  ADJUSTED  
 FR0480  ___________________________________________________________________
 FR0480  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FR0480  DYNAMIC HT  -        1099.463 (meters)    3607.15  (feet)  COMP
 FR0480  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 FR0480
 FR0480  VERT ORDER  -  FIRST     CLASS I
 FR0480
 FR0480.The horizontal coordinates were scaled from a topographic map and have
 FR0480.an estimated accuracy of +/- 6 seconds.
 FR0480
 FR0480.The orthometric height was determined by differential leveling
 FR0480.and adjusted by the National Geodetic Survey in June 1991..
 FR0480
 FR0480.The geoid height was determined by GEOID03.
 FR0480
 FR0480.The dynamic height is computed by dividing the NAVD 88
 FR0480.geopotential number by the normal gravity value computed on the
 FR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0480.degrees latitude (g = 980.6199 gals.).
 FR0480
 FR0480.The modeled gravity was interpolated from observed gravity values.
 FR0480
 FR0480;                    North         East    Units  Estimated Accuracy
 FR0480;SPC AZ W     -   489,440.      210,280.      MT  (+/- 180 meters Scaled)
 FR0480
 FR0480                          SUPERSEDED SURVEY CONTROL
 FR0480
 FR0480.No superseded survey control is available for this station.
 FR0480
 FR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE472224(NAD 83)
 FR0480_MARKER: B = BOLT
 FR0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0480_MARK LOGO: ATSFRR
 FR0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0480+STABILITY: SURFACE MOTION
 FR0480
 FR0480  HISTORY     - Date     Condition        Report By
 FR0480  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0480  HISTORY     - 1940     GOOD             NGS
 FR0480  HISTORY     - 1982     GOOD             NGS
 FR0480
 FR0480                          STATION DESCRIPTION
 FR0480
 FR0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0480'4.6 MI NW FROM HACKBERRY.
 FR0480'4.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0480'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, AT CONCRETE CULVERT B
 FR0480'494, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND 11 FEET
 FR0480'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.  THE TOP OF AN IRON BOLT
 FR0480'HEAD.
 FR0480
 FR0480                          STATION RECOVERY (1982)
 FR0480
 FR0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0484 ***********************************************************************
 FR0484  DESIGNATION -  BOLT HEAD 5
 FR0484  PID         -  FR0484
 FR0484  STATE/COUNTY-  AZ/MOHAVE
 FR0484  USGS QUAD   -  ANTARES (1980)
 FR0484
 FR0484                         *CURRENT SURVEY CONTROL
 FR0484  ___________________________________________________________________
 FR0484* NAD 83(1986)-  35 24 43.     (N)    113 49 14.     (W)     SCALED    
 FR0484* NAVD 88     -      1095.441  (meters)    3593.96   (feet)  POSTED    
 FR0484  ___________________________________________________________________
 FR0484  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FR0484  DYNAMIC HT  -        1094.140 (meters)    3589.69  (feet)  COMP
 FR0484  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 FR0484
 FR0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0484
 FR0484.The horizontal coordinates were scaled from a topographic map and have
 FR0484.an estimated accuracy of +/- 6 seconds.
 FR0484
 FR0484.The orthometric height was determined by differential leveling
 FR0484.and adjusted by the National Geodetic Survey in 1992..
 FR0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0484.rate of 0.0 thru 1.0 mm/km.
 FR0484
 FR0484.The geoid height was determined by GEOID03.
 FR0484
 FR0484.The dynamic height is computed by dividing the NAVD 88
 FR0484.geopotential number by the normal gravity value computed on the
 FR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0484.degrees latitude (g = 980.6199 gals.).
 FR0484
 FR0484.The modeled gravity was interpolated from observed gravity values.
 FR0484
 FR0484;                    North         East    Units  Estimated Accuracy
 FR0484;SPC AZ W     -   489,290.      206,950.      MT  (+/- 180 meters Scaled)
 FR0484
 FR0484                          SUPERSEDED SURVEY CONTROL
 FR0484
 FR0484  NGVD 29 (??/??/92) 1094.64   (m)         3591.3    (f) COMPUTED    1 1
 FR0484
 FR0484.Superseded values are not recommended for survey control.
 FR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0484.See file dsdata.txt to determine how the superseded data were derived.
 FR0484
 FR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE438223(NAD 83)
 FR0484_MARKER: B = BOLT
 FR0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0484_SP_SET: CULVERT
 FR0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0484
 FR0484  HISTORY     - Date     Condition        Report By
 FR0484  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0484  HISTORY     - 1940     GOOD             NGS
 FR0484  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0484
 FR0484                          STATION DESCRIPTION
 FR0484
 FR0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0484'6.7 MI W FROM HACKBERRY.
 FR0484'6.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0484'THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.5 MILE WEST OF THE STATION
 FR0484'SIGN AT ANTARES, SIDING, AT MILEPOST 495-1/2, AT CONCRETE CULVERT BA
 FR0484'496, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND 21 FEET
 FR0484'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK. THE HEAD OF AN IRON BOLT.
 FR0484
 FR0484                          STATION RECOVERY (1982)
 FR0484
 FR0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0484'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1001 ***********************************************************************
 DU1001  DESIGNATION -  BONE
 DU1001  PID         -  DU1001
 DU1001  STATE/COUNTY-  AZ/MARICOPA
 DU1001  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1001
 DU1001                         *CURRENT SURVEY CONTROL
 DU1001  ___________________________________________________________________
 DU1001* NAD 83(1992)-  33 14 48.89321(N)    111 56 29.60413(W)     ADJUSTED  
 DU1001* NAVD 88     -       353.65   (+/-2cm)    1160.3    (feet)  VERTCON   
 DU1001  ___________________________________________________________________
 DU1001  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DU1001  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1001
 DU1001  HORZ ORDER  -  SECOND
 DU1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1001
 DU1001.The horizontal coordinates were established by classical geodetic methods
 DU1001.and adjusted by the National Geodetic Survey in August 1993..
 DU1001
 DU1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1001.The vertical order pertains to the NGVD 29 superseded value.
 DU1001
 DU1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1001
 DU1001.The geoid height was determined by GEOID03.
 DU1001
 DU1001;                    North         East     Units Scale Factor Converg.
 DU1001;SPC AZ C     -   249,133.573   211,040.679   MT  0.99990007   -0 00 49.1
 DU1001;SPC AZ C     -   817,367.37    692,390.68   iFT  0.99990007   -0 00 49.1
 DU1001;UTM  12      - 3,679,055.626   412,287.919   MT  0.99969485   -0 30 58.5
 DU1001
 DU1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1001!SPC AZ C     -   0.99994917  x   0.99990007  =   0.99984925
 DU1001!UTM  12      -   0.99994917  x   0.99969485  =   0.99964404
 DU1001
 DU1001|---------------------------------------------------------------------|
 DU1001| PID    Reference Object                     Distance      Geod. Az  |
 DU1001|                                                           dddmmss.s |
 DU1001| DU1002 BONE RM 1                            45.736 METERS 05703     |
 DU1001| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.11.3 KM 0582436.0 |
 DU1001| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.11.3 KM 0582924.2 |
 DU1001| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX. 7.3 KM 0943519.7 |
 DU1001| DU1003 BONE RM 2                            21.605 METERS 14635     |
 DU1001| DU0999 E 414                                              3265559.2 |
 DU1001| DU1000 E 414 RESET                                        3315743.4 |
 DU1001|---------------------------------------------------------------------|
 DU1001
 DU1001                          SUPERSEDED SURVEY CONTROL
 DU1001
 DU1001  NAD 83(1986)-  33 14 48.88680(N)    111 56 29.60835(W) AD(       ) 2
 DU1001  NAD 27      -  33 14 48.70450(N)    111 56 27.09750(W) AD(       ) 2
 DU1001  NGVD 29 (??/??/92)  353.126  (m)         1158.55   (f) ADJ UNCH    2 0
 DU1001
 DU1001.Superseded values are not recommended for survey control.
 DU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1001.See file dsdata.txt to determine how the superseded data were derived.
 DU1001
 DU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1228879056(NAD 83)
 DU1001_MARKER: DE = TRAVERSE STATION DISK
 DU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1001_STAMPING: BONE 1962
 DU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1001+STABILITY: SURFACE MOTION
 DU1001
 DU1001  HISTORY     - Date     Condition        Report By
 DU1001  HISTORY     - 1962     MONUMENTED       CGS
 DU1001  HISTORY     - 1962     GOOD             CGS
 DU1001  HISTORY     - 1975     GOOD             NGS
 DU1001
 DU1001                          STATION DESCRIPTION
 DU1001
 DU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1001'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF PHOENIX, ABOUT 7
 DU1001'MILES SOUTHWEST OF CHANDLER, ABOUT 6 MILES NORTH OF THE
 DU1001'MARICOPA-PINAL COUNTY LINE, ABOUT 2 MILES WEST OF THE GOODYEAR
 DU1001'AUXILARY AIRFIELD AND IN THE CLEARED LINE FOR THE PROPOSED
 DU1001'INTERSTATE HIGHWAY.
 DU1001'
 DU1001'TO REACH FROM S. CENTRAL AVENUE AND BASELINE ROAD IN THE SOUTH
 DU1001'PART OF PHOENIX, GO EAST ON BASELINE ROAD FOR 6.5 MILES TO S.
 DU1001'56TH STREET, TURN RIGHT AND GO SOUTH ON S. 56TH STREET FOR 5.1
 DU1001'MILES TO T INTERSECTION AT WILLIAM FIELD ROAD, TURN LEFT AND GO
 DU1001'EAST ON WILLIAM FIELD ROAD FOR 0.15 MILE TO MARICOPA ROAD ON
 DU1001'RIGHT JUST AFTER CROSSING RAILROAD TRACK, TURN RIGHT AND GO
 DU1001'SOUTH ON MARICOPA ROAD FOR 2.45 MILES TO A GRAVEL SIDE ROAD LEFT
 DU1001'AND TWO SMALL YELLOW ROAD SIGNS (PHXL 2-1/2 E) (L 32), TURN LEFT
 DU1001'AND GO EAST PASSING TO THE SOUTH OF A GRAVEL PIT AND FOLLOW
 DU1001'MAIN ROAD FOR 1.0 MILE TO DIAGONAL TRACKROAD (WHICH IS THE
 DU1001'CLEARED LINE FOR PROPOSED INTERSTATE HIGHWAY), TURN RIGHT AND GO
 DU1001'SOUTHEAST ON CLEARED ROAD FOR 1.25 MILE TO AZIMUTH MARK (BM
 DU1001'E 414), CONTINUE SOUTHEAST ON CLEARED LINE FOR 0.3 MILE TO
 DU1001'STATION ON SMALL SANDY RISE AS DESCRIBED.
 DU1001'
 DU1001'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BONE 1962, IS SET
 DU1001'IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.
 DU1001'THE MARK IS ON TOP OF A SANDY RISE WHICH IS ABOUT 4 FEET HIGHER
 DU1001'THAN THE SURROUNDING AREA, IN THE CENTER ON CLEARED LINE FOR
 DU1001'PROPOSED HIGHWAY AND 1.4 FEET EAST OF THE WITNESS POST.
 DU1001'
 DU1001'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BONE NO 1
 DU1001'1962, IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 DU1001'INCHES ABOVE THE GROUND.  THE MARK IS 150 FEET NORTHEAST OF THE
 DU1001'WITNESS POST, 27 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND
 DU1001'6 INCHES WEST OF A YELLOW 2 BY 4 WITNESS POST.
 DU1001'
 DU1001'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BONE NO 2
 DU1001'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DU1001'6 INCHES ABOVE THE GROUND.  THE MARK IS 71 FEET SOUTHEAST OF THE
 DU1001'WITNESS POST, 6 FEET SOUTHWEST OF CENTER OF CLEARED LINE FOR
 DU1001'PROPOSED INTERSTATE HIGHWAY AND 6 INCHES NORTH OF A YELLOW 2 BY
 DU1001'4 WITNESS POST.
 DU1001'
 DU1001'AZIMUTH MARK, A GEODETIC BENCH MARK DISK STAMPED E 414 1962, IS
 DU1001'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3
 DU1001'INCHES ABOVE THE GROUND.  THE MARK IS 9 FEET SOUTHWEST OF THE
 DU1001'CENTER OF TRACK ROAD AND 1.6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1001'
 DU1001'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
 DU1001
 DU1001                          STATION RECOVERY (1962)
 DU1001
 DU1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1001'11.7 MI SW FROM CHANDLER.
 DU1001'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1001'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1001'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1001'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1001'MEDIAN STRIP ON INTERSTATE HIGHWAY 10, 8 FEET SOUTHWEST OF THE CENTER
 DU1001'OF THE TRACK ROAD, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DU1001'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU1001
 DU1001                          STATION RECOVERY (1975)
 DU1001
 DU1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DU1001'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DU1001'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 DU1001'AZIMUTH BM E 414 WAS IN THE AREA OF CONSTRUCTION AND WAS MOVED
 DU1001'AT THIS TIME.
 DU1001'
 DU1001'BM E 414 RESET IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 DU1001'10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  THE MARK
 DU1001'IS 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCELINE AND
 DU1001'WITNESS POST.
 DU1001'
 DU1001'TO REACH THE STATION FROM ARIZONA HIGHWAY 87 AND WILLIAMS FIELD
 DU1001'ROAD IN CHANDLER, GO WEST ALONG WILLIAMS FIELD ROAD FOR 7
 DU1001'MILES TO INTERSTATE HIGHWAY 10.  GO SOUTHEAST ALONG I-10 FOR 3.0
 DU1001'MILES TO QUEEN CREEK ROAD, CONTINUE ALONG I-10 FOR 1.0 MILE TO
 DU1001'THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD 0.3 MILE TO THE
 DU1001'STATION IN THE MEDIUM.
 DU1001'
 DU1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 DU1001'OF CHANDLER.
 DU1001'
 DU1001'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1002 ***********************************************************************
 DU1002  DESIGNATION -  BONE RM 1
 DU1002  PID         -  DU1002
 DU1002  STATE/COUNTY-  AZ/MARICOPA
 DU1002  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1002
 DU1002                         *CURRENT SURVEY CONTROL
 DU1002  ___________________________________________________________________
 DU1002* NAD 83(1986)-  33 14 48.     (N)    111 56 30.     (W)     SCALED    
 DU1002* NAVD 88     -       353.39   (+/-2cm)    1159.4    (feet)  VERTCON   
 DU1002  ___________________________________________________________________
 DU1002  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1002
 DU1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1002
 DU1002.The horizontal coordinates were scaled from a topographic map and have
 DU1002.an estimated accuracy of +/- 6 seconds.
 DU1002
 DU1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1002.The vertical order pertains to the NGVD 29 superseded value.
 DU1002
 DU1002.The geoid height was determined by GEOID03.
 DU1002
 DU1002;                    North         East    Units  Estimated Accuracy
 DU1002;SPC AZ C     -   249,110.      211,030.      MT  (+/- 180 meters Scaled)
 DU1002
 DU1002                          SUPERSEDED SURVEY CONTROL
 DU1002
 DU1002  NGVD 29 (??/??/92)  352.866  (m)         1157.69   (f) ADJ UNCH    2 0
 DU1002
 DU1002.Superseded values are not recommended for survey control.
 DU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1002.See file dsdata.txt to determine how the superseded data were derived.
 DU1002
 DU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122790(NAD 83)
 DU1002_MARKER: DR = REFERENCE MARK DISK
 DU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1002_STAMPING: BONE NO 1 1962
 DU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1002+STABILITY: SURFACE MOTION
 DU1002
 DU1002  HISTORY     - Date     Condition        Report By
 DU1002  HISTORY     - 1962     MONUMENTED       CGS
 DU1002
 DU1002                          STATION DESCRIPTION
 DU1002
 DU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1002'11.7 MI SW FROM CHANDLER.
 DU1002'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1002'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1002'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1002'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1002'OF PROPOSED INTERSTATE HIGHWAY 10, 151.3 FEET NORTHEAST OF A METAL
 DU1002'WITNESS POST, 150.0 FEET NORTHEAST OF TRAVERSE STATION BONE, 0.5 FOOT
 DU1002'NORTH OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1002'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1003 ***********************************************************************
 DU1003  DESIGNATION -  BONE RM 2
 DU1003  PID         -  DU1003
 DU1003  STATE/COUNTY-  AZ/MARICOPA
 DU1003  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1003
 DU1003                         *CURRENT SURVEY CONTROL
 DU1003  ___________________________________________________________________
 DU1003* NAD 83(1986)-  33 14 48.     (N)    111 56 30.     (W)     SCALED    
 DU1003* NAVD 88     -       352.87   (+/-2cm)    1157.7    (feet)  VERTCON   
 DU1003  ___________________________________________________________________
 DU1003  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1003
 DU1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1003
 DU1003.The horizontal coordinates were scaled from a topographic map and have
 DU1003.an estimated accuracy of +/- 6 seconds.
 DU1003
 DU1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1003.The vertical order pertains to the NGVD 29 superseded value.
 DU1003
 DU1003.The geoid height was determined by GEOID03.
 DU1003
 DU1003;                    North         East    Units  Estimated Accuracy
 DU1003;SPC AZ C     -   249,110.      211,030.      MT  (+/- 180 meters Scaled)
 DU1003
 DU1003                          SUPERSEDED SURVEY CONTROL
 DU1003
 DU1003  NGVD 29 (??/??/92)  352.347  (m)         1155.99   (f) ADJ UNCH    2 0
 DU1003
 DU1003.Superseded values are not recommended for survey control.
 DU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1003.See file dsdata.txt to determine how the superseded data were derived.
 DU1003
 DU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122790(NAD 83)
 DU1003_MARKER: DR = REFERENCE MARK DISK
 DU1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1003_STAMPING: BONE NO 2 1962
 DU1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1003+STABILITY: SURFACE MOTION
 DU1003
 DU1003  HISTORY     - Date     Condition        Report By
 DU1003  HISTORY     - 1962     MONUMENTED       CGS
 DU1003
 DU1003                          STATION DESCRIPTION
 DU1003
 DU1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1003'11.7 MI SW FROM CHANDLER.
 DU1003'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1003'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1003'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1003'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1003'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 5 FEET SOUTHWEST OF THE TRACK
 DU1003'ROAD, 70.9 FEET SOUTHEAST OF TRAVERSE STATION BONE, 80.4 FEET
 DU1003'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A YELLOW PAINTED 2
 DU1003'BY 4 POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1216 ***********************************************************************
 CY1216  DESIGNATION -  BONIT
 CY1216  PID         -  CY1216
 CY1216  STATE/COUNTY-  AZ/GRAHAM
 CY1216  USGS QUAD   -  LONE STAR MOUNTAIN (1985)
 CY1216
 CY1216                         *CURRENT SURVEY CONTROL
 CY1216  ___________________________________________________________________
 CY1216* NAD 83(1992)-  32 55 46.22653(N)    109 31 37.37301(W)     ADJUSTED  
 CY1216* NAVD 88     -      1196.4    (meters)    3925.     (feet)  VERTCON   
 CY1216  ___________________________________________________________________
 CY1216  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CY1216  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CY1216
 CY1216  HORZ ORDER  -  FIRST
 CY1216
 CY1216.The horizontal coordinates were established by classical geodetic methods
 CY1216.and adjusted by the National Geodetic Survey in August 1993..
 CY1216
 CY1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1216
 CY1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1216
 CY1216.The geoid height was determined by GEOID03.
 CY1216
 CY1216;                    North         East     Units Scale Factor Converg.
 CY1216;SPC AZ E     -   214,115.925   273,176.433   MT  0.99994410   +0 20 51.8
 CY1216;SPC AZ E     -   702,480.07    896,248.14   iFT  0.99994410   +0 20 51.8
 CY1216;UTM  12      - 3,644,434.562   637,712.602   MT  0.99983384   +0 48 03.0
 CY1216
 CY1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1216!SPC AZ E     -   0.99981629  x   0.99994410  =   0.99976040
 CY1216!UTM  12      -   0.99981629  x   0.99983384  =   0.99965016
 CY1216
 CY1216:                Primary Azimuth Mark                     Grid Az
 CY1216:SPC AZ E     -  TARGET ABOUT 2 MI E OF OMON              132 47 26.7
 CY1216:UTM  12      -  TARGET ABOUT 2 MI E OF OMON              132 20 15.5
 CY1216
 CY1216|---------------------------------------------------------------------|
 CY1216| PID    Reference Object                     Distance      Geod. Az  |
 CY1216|                                                           dddmmss.s |
 CY1216| CY1124 TARGET ABOUT 2 MI E OF OMON         APPROX.16.9 KM 1330818.5 |
 CY1216| CC6131 BONIT RM 1                            8.505 METERS 22735     |
 CY1216| CC6130 BONIT AZ MK                                        2920219.0 |
 CY1216| CC6132 BONIT RM 2                           14.781 METERS 35345     |
 CY1216|---------------------------------------------------------------------|
 CY1216
 CY1216                          SUPERSEDED SURVEY CONTROL
 CY1216
 CY1216  NAD 83(1986)-  32 55 46.22091(N)    109 31 37.37091(W) AD(       ) 1
 CY1216  NAD 27      -  32 55 45.99500(N)    109 31 35.09200(W) AD(       ) 1
 CY1216  NGVD 29 (07/19/86) 1195.8    (m)         3923.     (f) VERT ANG       
 CY1216
 CY1216.Superseded values are not recommended for survey control.
 CY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1216.See file dsdata.txt to determine how the superseded data were derived.
 CY1216
 CY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3771344435(NAD 83)
 CY1216_MARKER: DS = TRIANGULATION STATION DISK
 CY1216_SETTING: 66 = SET IN ROCK OUTCROP
 CY1216_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1216
 CY1216  HISTORY     - Date     Condition        Report By
 CY1216  HISTORY     - 1945     MONUMENTED       CGS
 CY1216  HISTORY     - 1972     GOOD             AZHD
 CY1216
 CY1216                          STATION DESCRIPTION
 CY1216
 CY1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1216'STATION IS LOCATED ABOUT 16 MILES (AIR LINE) W OF GUTHRIE,
 CY1216'15-1/2 MILES (AIR LINE) SW OF CLIFTON, 12-1/2 MILES (AIR
 CY1216'LINE) NE OF SAFFORD, AND ABOUT 3 MILES (AIR LINE) NW OF THE
 CY1216'GILA RIVER, ON A HIGH ROLLING RIDGE ABOUT 1-1/2 MILES (AIR
 CY1216'LINE) SW OF BONITA CREEK.  IT IS ALONG THE ROAD BUILT BY THE
 CY1216'SAFFORD MUNICIPAL WATER WORKS TO REACH THE WATER PIPELINE
 CY1216'ON BONITA CREEK.
 CY1216'
 CY1216'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1216'N ON U.S. HIGHWAY 70 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS
 CY1216'LEFT, KEEP STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.8 MILE
 CY1216'TO THE GILA RIVER, FORD THE RIVER AND CONTINUE FOR 0.6 MILE
 CY1216'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE FOR 1.0 MILE TO
 CY1216'ANOTHER FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 4.3
 CY1216'MILES TO A CATTLE GUARD, PASS THROUGH THE CATTLE GUARD AND
 CY1216'CONTINUE FOR 0.8 MILE TO A SCHOOLHOUSE ON THE LEFT.  CONTINUE
 CY1216'STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK
 CY1216'(MAIN TRAVELED ROAD) AND CONTINUE FOR 0.3 MILE TO A FORK,
 CY1216'TAKE THE LEFT FORK LEADING UP ON THE RIDGE AND CONTINUE FOR
 CY1216'0.4 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 CY1216'CONTINUE FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CY1216'CONTINUE FOR 0.6 MILE TO ANOTHER FORK, TAKE THE RIGHT
 CY1216'FORK (MAIN TRAVELED ROAD) AND CONTINUE FOR 3.2 MILES
 CY1216'TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 0.9 MILE
 CY1216'TO A FENCE AND GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 CY1216'1.0 MILE TO ANOTHER GATE, CONTINUE AHEAD FOR 0.1 MILE TO
 CY1216'A FORK, TAKE THE LEFT FORK, LEAVING THE MAIN ROAD, AND
 CY1216'CONTINUE FOR 1.0 MILE TO THE STATION ON THE RIGHT SIDE
 CY1216'OF THE ROAD.
 CY1216'
 CY1216'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 CY1216'8 INCHES BELOW THE SURFACE AND IS STAMPED BONIT 1945.  IT
 CY1216'IS 49 FEET NNE OF THE CENTER OF THE ROAD AND 11.2 FEET ENE
 CY1216'OF A WHITE WITNESS POST.
 CY1216'
 CY1216'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 2 INCHES AND IS STAMPED BONIT NO 1 1945.
 CY1216'IT IS SW OF THE STATION, 6 INCHES HIGHER, AND 21 FEET NE
 CY1216'OF THE CENTER OF THE ROAD.
 CY1216'
 CY1216'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 6 INCHES AND IS STAMPED BONIT NO 2 1945.
 CY1216'IT IS N OF THE STATION AND ABOUT 1 FOOT LOWER.
 CY1216'
 CY1216'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 10 INCHES AND IS STAMPED BONIT 1945.  IT
 CY1216'IS ABOUT 0.3 MILE WNW OF THE STATION, 68 FEET NNE OF THE
 CY1216'CENTER OF THE ROAD, AND 2.9 FEET ESE OF A WHITE WITNESS
 CY1216'POST.  IT IS REACHED BY CONTINUING ON THE ROAD PAST THE
 CY1216'STATION FOR 0.3 MILE TO THE MARK ON THE RIGHT SIDE OF THE
 CY1216'ROAD.
 CY1216
 CY1216                          STATION RECOVERY (1972)
 CY1216
 CY1216'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1216'A.  GENERAL LOCATION SAME AS GIVEN
 CY1216'
 CY1216'B.  TO REACH SAME AS GIVEN
 CY1216'
 CY1216'C.  STATION MARK GOOD
 CY1216'
 CY1216'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1183 ***********************************************************************
 CY1183  DESIGNATION -  BONITA
 CY1183  PID         -  CY1183
 CY1183  STATE/COUNTY-  AZ/COCHISE
 CY1183  USGS QUAD   -  PAT HILLS NORTH (1974)
 CY1183
 CY1183                         *CURRENT SURVEY CONTROL
 CY1183  ___________________________________________________________________
 CY1183* NAD 83(1992)-  32 03 59.00157(N)    109 30 25.57831(W)     ADJUSTED  
 CY1183* NAVD 88     -      1441.40   (+/-2cm)    4729.0    (feet)  VERTCON   
 CY1183  ___________________________________________________________________
 CY1183  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 CY1183  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CY1183
 CY1183  HORZ ORDER  -  FIRST
 CY1183  VERT ORDER  -  THIRD ? (See Below)
 CY1183
 CY1183.The horizontal coordinates were established by classical geodetic methods
 CY1183.and adjusted by the National Geodetic Survey in August 1993..
 CY1183
 CY1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1183.The vertical order pertains to the NGVD 29 superseded value.
 CY1183
 CY1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1183
 CY1183.The geoid height was determined by GEOID03.
 CY1183
 CY1183;                    North         East     Units Scale Factor Converg.
 CY1183;SPC AZ E     -   118,418.323   275,633.473   MT  0.99994781   +0 21 00.6
 CY1183;SPC AZ E     -   388,511.56    904,309.29   iFT  0.99994781   +0 21 00.6
 CY1183;UTM  12      - 3,548,769.287   640,917.214   MT  0.99984489   +0 47 33.8
 CY1183
 CY1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1183!SPC AZ E     -   0.99977790  x   0.99994781  =   0.99972572
 CY1183!UTM  12      -   0.99977790  x   0.99984489  =   0.99962283
 CY1183
 CY1183|---------------------------------------------------------------------|
 CY1183| PID    Reference Object                     Distance      Geod. Az  |
 CY1183|                                                           dddmmss.s |
 CY1183| CC6133 BONITA RM 1                          20.362 METERS 05051     |
 CY1183| CY1149 SUGARLOAF LOOKOUT HOUSE             APPROX.18.2 KM 1083116.2 |
 CY1183| CC6134 BONITA RM 2                          22.031 METERS 13520     |
 CY1183| CC6135 BONITA RM 3 AZIMUTH                                1391402.0 |
 CY1183|---------------------------------------------------------------------|
 CY1183
 CY1183                          SUPERSEDED SURVEY CONTROL
 CY1183
 CY1183  NAD 83(1986)-  32 03 58.99733(N)    109 30 25.57423(W) AD(       ) 1
 CY1183  NAD 27      -  32 03 58.69900(N)    109 30 23.34800(W) AD(       ) 1
 CY1183  NGVD 29 (07/19/86) 1440.59   (m)         4726.3    (f) LEVELING    3  
 CY1183
 CY1183.Superseded values are not recommended for survey control.
 CY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1183.See file dsdata.txt to determine how the superseded data were derived.
 CY1183
 CY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4091748769(NAD 83)
 CY1183_MARKER: DS = TRIANGULATION STATION DISK
 CY1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1183
 CY1183  HISTORY     - Date     Condition        Report By
 CY1183  HISTORY     - 1935     MONUMENTED       CGS
 CY1183  HISTORY     - 1958     GOOD             AMS
 CY1183  HISTORY     - 1968     GOOD             CGS
 CY1183  HISTORY     - 1968     GOOD             AMS
 CY1183
 CY1183                          STATION DESCRIPTION
 CY1183
 CY1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1183'STATION IS LOCATED TO THE EAST SIDE OF CHIRICAHUA NATIONAL
 CY1183'MONUMENT HIGHWAY ABOUT 11 PACES FROM THE CENTER OF THE HIGHWAY,
 CY1183'AND APPROXIMATELY ON OR NEAR THE SECTION LINE BETWEEN SECS.
 CY1183'5 AND 8, (AND NEAR CORNER COMMON TO SECS. 4, 5, 8 AND 9),
 CY1183'T. 16 S., R. 28 E., AND IS ABOUT 5.0 MILES NORTHEAST OF
 CY1183'TRIANGULATION STATION PINERY WHICH IS ALONG THE SAME HIGHWAY.
 CY1183'
 CY1183'TO REACH FROM WILLCOX GO EAST ON THE CHIRICAHUA NATIONAL
 CY1183'MONUMENT HIGHWAY FOR A DISTANCE OF 27.3 MILES, TO WHERE THE
 CY1183'LAST RISE IN THE HIGHWAY LOOKS INTO THE VALLEY.
 CY1183'
 CY1183'REFERENCE MARK NO. 3 (AZIMUTH), IS LOCATED ABOUT 0.3 MILES (480
 CY1183'PACES) DISTANT, TO THE SOUTHEAST, AND IS 12 PACES TO NORTHEAST
 CY1183'OF THE HIGHWAY.
 CY1183
 CY1183                          STATION RECOVERY (1958)
 CY1183
 CY1183'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CY1183'STATION RECOVERED AS DESCRIBED.
 CY1183'
 CY1183'REFERENCE MARKS 1 AND 2 OKAY EXCEPT FOR THE FOLLOWING REVISION--
 CY1183'THAT PART OF DESCRIPTION READING--TO REACH FROM WILLCOX, ARIZONA
 CY1183'GO EAST ON CHIRICHUA NATIONAL MONUMENT HIGHWAY FOR 27.3 MILES, IS
 CY1183'TO BE DELETED AND THE FOLLOWING SUBSTITUTED--TO REACH FROM
 CY1183'WILLCOX, ARIZONA GO SOUTHEAST ON CHIRICHUA NATIONAL MONUMENT
 CY1183'HIGHWAY 186 FOR 24.6 MILES.
 CY1183'
 CY1183'STATION IS 38 FEET NE OF CENTER LINE OF HIGHWAY AND IS 1.1
 CY1183'FOOT HIGHER IN ELEVATION.  939 FEET SE OF INTERSECTION CENTER
 CY1183'LINES OF N-SE HIGHWAY AND ROAD TO SSE AND IS 11.8 FEET HIGHER
 CY1183'IN ELEVATION.  48 FEET S OF NORTH EDGE OF LIGHT SPOT, AND IS
 CY1183'1.6 FEET HIGHER IN ELEVATION.
 CY1183
 CY1183                          STATION RECOVERY (1968)
 CY1183
 CY1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CY1183'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CY1183'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 CY1183'IS COMPLETELY ADEQUATE.
 CY1183
 CY1183                          STATION RECOVERY (1968)
 CY1183
 CY1183'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1183'MARK IS LOCATED ABOUT 21 AIRMILES (SE) OF WILLCOX.  17 AIRMILES
 CY1183'(S) OF BOWIE.
 CY1183'
 CY1183'TO REACH MARK FROM INTERSECTION OF ARIZONA HWYS 666 AND 181 IN
 CY1183'WILLCOX GO (ESE) 121 DEG ON HWY 181 FOR 23.5 MILES TO A
 CY1183'SMALL RISE IN HIGHWAY OVERLOOKING THE VALLEY AND STATION SITE.
 CY1183'MARK IS LOCATED 10.1 M (NE) 46 DEG FROM CENTERLINE OF HWY 181.
 CY1183'3 M (NE) 46 DEG OF FENCE.
 CY1183'
 CY1183'STATION IS MARKED BY A USC AND GS BRONZE DISC CEMENTED IN A
 CY1183'CONCRETE POST PROTRUDING 0.10 M.  STAMPED BONITA 1935.
 CY1183'
 CY1183'R.M. 1 IS A USC AND GS BRONZE DISC CEMENTED IN A CONCRETE
 CY1183'MONUMENT PROTRUDING 0.10 M.  STAMPED BONITA 1 1935.  IT IS
 CY1183'LOCATED 20.36 M (NE) OF STATION AT A MAG. AZ. OF 41 DEG.
 CY1183'
 CY1183'R.M. 2 IS A USC AND GS BRONZE DISC CEMENTED IN A CONCRETE
 CY1183'MONUMENT PROTRUDING 0.10 M.  STAMPED BONITA 2 1935.  IT IS
 CY1183'LOCATED 22.028 M (SE) OF STATION AT A MAG. AZ. OF 126 DEG AND
 CY1183'A DE OF -0.05 M.
 CY1183'
 CY1183'AZIMUTH MARK IS LOCATED 5.0 M (NE) 45 DEG OF FENCELINE.  12.0
 CY1183'M (NE) 45 DEG OF CENTERLINE HWY 181.  IT IS CEMENTED IN A
 CY1183'CONCRETE MONUMENT PROTRUDING 0.14 M.  STAMPED BONITA 3 1935.
 CY1183'GO (SE) 136 DEG FROM STATION TO AZIMUTH.
 CY1183'
 CY1183'CONDITION OF ALL MARKS IS EXCELLENT AND VIEW EXCELLENT ALL
 CY1183'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2266 ***********************************************************************
 DV2266  DESIGNATION -  BONITA
 DV2266  PID         -  DV2266
 DV2266  STATE/COUNTY-  AZ/MARICOPA
 DV2266  USGS QUAD   -  VICKSBURG (1990)
 DV2266
 DV2266                         *CURRENT SURVEY CONTROL
 DV2266  ___________________________________________________________________
 DV2266* NAD 83(1992)-  33 40 28.30248(N)    113 46 02.55413(W)     ADJUSTED  
 DV2266* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 DV2266  ___________________________________________________________________
 DV2266  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2266  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV2266
 DV2266  HORZ ORDER  -  SECOND
 DV2266
 DV2266.The horizontal coordinates were established by classical geodetic methods
 DV2266.and adjusted by the National Geodetic Survey in August 1993..
 DV2266
 DV2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2266
 DV2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2266
 DV2266.The geoid height was determined by GEOID03.
 DV2266
 DV2266;                    North         East     Units Scale Factor Converg.
 DV2266;SPC AZ C     -   298,093.531    41,738.850   MT  1.00026301   -1 01 35.1
 DV2266;SPC AZ C     -   977,997.15    136,938.48   iFT  1.00026301   -1 01 35.1
 DV2266;SPC AZ W     -   296,566.358   211,748.719   MT  0.99993337   -0 00 34.7
 DV2266;SPC AZ W     -   972,986.74    694,713.65   iFT  0.99993337   -0 00 34.7
 DV2266;UTM  12      - 3,729,506.513   243,429.540   MT  1.00041162   -1 32 07.0
 DV2266
 DV2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2266!SPC AZ C     -   0.99994843  x   1.00026301  =   1.00021142
 DV2266!SPC AZ W     -   0.99994843  x   0.99993337  =   0.99988180
 DV2266!UTM  12      -   0.99994843  x   1.00041162  =   1.00036003
 DV2266
 DV2266|---------------------------------------------------------------------|
 DV2266| PID    Reference Object                     Distance      Geod. Az  |
 DV2266|                                                           dddmmss.s |
 DV2266| CS6619 BONITA RM 1                          11.293 METERS 22646     |
 DV2266| CS6618 BONITA RM 2                          11.158 METERS 32637     |
 DV2266|---------------------------------------------------------------------|
 DV2266
 DV2266                          SUPERSEDED SURVEY CONTROL
 DV2266
 DV2266  NAD 83(1986)-  33 40 28.29659(N)    113 46 02.56564(W) AD(       ) 2
 DV2266  NGVD 29 (11/27/91)  359.1    (m)         1178.     (f) VERT ANG       
 DV2266
 DV2266.Superseded values are not recommended for survey control.
 DV2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2266.See file dsdata.txt to determine how the superseded data were derived.
 DV2266
 DV2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4343029507(NAD 83)
 DV2266_MARKER: DS = TRIANGULATION STATION DISK
 DV2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2266+STABILITY: SURFACE MOTION
 DV2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2266+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV2266
 DV2266  HISTORY     - Date     Condition        Report By
 DV2266  HISTORY     - 1985     MONUMENTED       AZDT
 DV2266  HISTORY     - 20050920 GOOD             EVANS
 DV2266
 DV2266                          STATION DESCRIPTION
 DV2266
 DV2266'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2266'THE STATION IS LOCATED 11-1/2 MILES SOUTHWEST OF SALOME, 3 MILES NORTH
 DV2266'OF INTERSTATE HIGHWAY 10 AND ALONG THE WEST SIDE OF VICKSBURG ROAD.
 DV2266'
 DV2266'THE STATION MARK IS AN AZDT DISK STAMPED---BONITA 1985---.  IT IS SET
 DV2266'IN TOP OF A 10 INCH CONCRETE MONUMENT 38 FEET SOUTHEAST OF A 25 FOOT
 DV2266'STEEL STANDPIPE, 49 FEET EAST OF THE CENTER OF VICKSBURG ROAD AND 3
 DV2266'FEET EAST OF THE WITNESS POST.
 DV2266'
 DV2266'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BONITA RM 1 1985---.  IT IS
 DV2266'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET NORTH OF THE
 DV2266'STANDPIPE.
 DV2266'
 DV2266'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BONITA RM 2 1985---.  IT IS
 DV2266'SET IN A DRILL HOLE IN A 6 FOOT SQUARE CONCRETE PAD.
 DV2266'
 DV2266'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL SOUTHWEST
 DV2266'ALONG U.S. HIGHWAY 60 FOR 10.6 MILES TO VICKSBURG ROAD.  TURN LEFT AND
 DV2266'TRAVEL SOUTH FOR 3.05 MILES TO THE STATION ON THE RIGHT AT THE
 DV2266'NORTHEAST CORNER OF AQUA BONITA RANCH OFFICE AND SHOP COMPOUND.
 DV2266
 DV2266                          STATION RECOVERY (2005)
 DV2266
 DV2266'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV2266'THE NGS DATA SHEET IS IN CORRECT FOR THE COUNTY
 DV2266'THE COUNTY SHOULD READ LA PAZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0798 ***********************************************************************
 DT0798  DESIGNATION -  BONITO
 DT0798  PID         -  DT0798
 DT0798  STATE/COUNTY-  AZ/APACHE
 DT0798  USGS QUAD   -  CORN CREEK PLATEAU (1978)
 DT0798
 DT0798                         *CURRENT SURVEY CONTROL
 DT0798  ___________________________________________________________________
 DT0798* NAD 83(1992)-  33 45 49.44451(N)    109 46 47.36788(W)     ADJUSTED  
 DT0798* NAVD 88     -      2401.5    (meters)    7879.     (feet)  VERTCON   
 DT0798  ___________________________________________________________________
 DT0798  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 DT0798  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0798
 DT0798  HORZ ORDER  -  THIRD
 DT0798
 DT0798.The horizontal coordinates were established by classical geodetic methods
 DT0798.and adjusted by the National Geodetic Survey in August 1993..
 DT0798
 DT0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0798
 DT0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0798
 DT0798.The geoid height was determined by GEOID03.
 DT0798
 DT0798;                    North         East     Units Scale Factor Converg.
 DT0798;SPC AZ E     -   306,517.082   249,193.500   MT  0.99991582   +0 12 54.0
 DT0798;SPC AZ E     - 1,005,633.47    817,563.98   iFT  0.99991582   +0 12 54.0
 DT0798;UTM  12      - 3,736,628.589   612,994.868   MT  0.99975740   +0 40 41.5
 DT0798
 DT0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0798!SPC AZ E     -   0.99962684  x   0.99991582  =   0.99954270
 DT0798!UTM  12      -   0.99962684  x   0.99975740  =   0.99938434
 DT0798
 DT0798|---------------------------------------------------------------------|
 DT0798| PID    Reference Object                     Distance      Geod. Az  |
 DT0798|                                                           dddmmss.s |
 DT0798| CD1672 BONITO RM 2                          35.829 METERS 04303     |
 DT0798| DT0793 MAVERICK                            APPROX.17.6 KM 1504303.2 |
 DT0798| CD1671 BONITO RM 1                          29.447 METERS 18225     |
 DT0798|---------------------------------------------------------------------|
 DT0798
 DT0798                          SUPERSEDED SURVEY CONTROL
 DT0798
 DT0798  NAD 83(1986)-  33 45 49.44149(N)    109 46 47.37116(W) AD(       ) 3
 DT0798  NAD 27      -  33 45 49.27270(N)    109 46 45.03340(W) AD(       ) 3
 DT0798  NGVD 29 (07/19/86) 2400.5    (m)         7876.     (f) VERT ANG       
 DT0798
 DT0798.Superseded values are not recommended for survey control.
 DT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0798.See file dsdata.txt to determine how the superseded data were derived.
 DT0798
 DT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1299536629(NAD 83)
 DT0798_MARKER: DS = TRIANGULATION STATION DISK
 DT0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0798
 DT0798  HISTORY     - Date     Condition        Report By
 DT0798  HISTORY     - 1960     MONUMENTED       CGS
 DT0798  HISTORY     - 1972     GOOD             AZHD
 DT0798
 DT0798                          STATION DESCRIPTION
 DT0798
 DT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0798'THE STATION IS LOCATED ON THE FORT APACHE INDIAN RESERVATION,
 DT0798'ABOUT 13.5 MILES EAST-SOUTHEAST OF WHITERIVER, 12 MILES WEST
 DT0798'OF MAVERICK AND ON THE NORTH SIDE OF WEST TURKEY CREEK ROAD.
 DT0798'
 DT0798'TO REACH THE STATION FROM THE POST OFFICE AT WHITERIVER, GO
 DT0798'SOUTH ON ARIZONA STATE HIGHWAY 73 FOR 3.65 MILES TO A ROAD LEFT
 DT0798'AT SIGN FORT APACHE, TURN LEFT THROUGH FORT APACHE AND GO EASTERLY
 DT0798'FOR 2.4 MILES TO A ROAD RIGHT AT SIGNS MAVERICK AND TONTO LAKE.
 DT0798'TURN RIGHT, FOLLOWING THE MAIN ROAD THAT WINDS UP OVER THE RIM
 DT0798'AND THENCE SOUTHWARD FOR 10.35 MILES TO A BRIDGE AND RANCH
 DT0798'BUILDINGS, CONTINUE SOUTHWARD FOR 0.5 MILE TO A BLADED ROAD
 DT0798'LEFT AT SIGNS WEST TURKEY CREEK AND LITTLE BONITO CREEK.  TURN
 DT0798'LEFT AND GO NORTHEASTWARD ON THE BLADED ROAD FOR 11.0 MILES TO
 DT0798'THE TOP OF THE GRADE AND THE STATION ON THE LEFT.  THE TOP
 DT0798'OF THE HILL IS HEAVILY TIMBERED.
 DT0798'
 DT0798'THE STATION MARK IS A STANDARD DISK STAMPED BONITO 1960, SET
 DT0798'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 DT0798'77 FEET NORTHEAST OF AN 18-INCH PINE WITH A TRIANGULAR BLAZE
 DT0798'AND 61 FEET NORTH OF THE CENTER OF THE BLADED ROAD.
 DT0798'
 DT0798'R.M. 1 IS A STANDARD DISK STAMPED BONITO NO 1 1960, SET IN A
 DT0798'DRILL HOLE IN A LARGE FLAT BOULDER THAT PROJECTS 6 INCHES
 DT0798'AND IS 37 FEET SOUTH OF THE CENTER OF THE ROAD.
 DT0798'
 DT0798'R.M. 2 IS A STANDARD DISK STAMPED BONITO NO 2 1960, SET IN A
 DT0798'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 1
 DT0798'FOOT SOUTH OF A 3-FOOT CAIRN.
 DT0798
 DT0798                          STATION RECOVERY (1972)
 DT0798
 DT0798'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 DT0798'GENERAL LOCATION - AS PER DESCRIPTION
 DT0798'
 DT0798'TO REACH - AS PER DESCRIPTION
 DT0798'
 DT0798'STATION MARK - GOOD
 DT0798'
 DT0798'REFERENCE MARKS - R.M. 1 ASSUMED DESTROYED R.M. 2 GOOD
 DT0798'
 DT0798'AZIMUTH MARK - NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1026 ***********************************************************************
 ET1026  DESIGNATION -  BONNER
 ET1026  PID         -  ET1026
 ET1026  STATE/COUNTY-  AZ/MOHAVE
 ET1026  USGS QUAD   -  CEDAR BASIN (1980)
 ET1026
 ET1026                         *CURRENT SURVEY CONTROL
 ET1026  ___________________________________________________________________
 ET1026* NAD 83(1992)-  34 49 04.78948(N)    113 26 46.11771(W)     ADJUSTED  
 ET1026* NAVD 88     -      1892.7    (meters)    6210.     (feet)  VERTCON   
 ET1026  ___________________________________________________________________
 ET1026  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 ET1026  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 ET1026
 ET1026  HORZ ORDER  -  FIRST
 ET1026
 ET1026.The horizontal coordinates were established by classical geodetic methods
 ET1026.and adjusted by the National Geodetic Survey in August 1993..
 ET1026
 ET1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1026
 ET1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1026
 ET1026.The geoid height was determined by GEOID03.
 ET1026
 ET1026;                    North         East     Units Scale Factor Converg.
 ET1026;SPC AZ W     -   423,441.231   241,157.947   MT  0.99994285   +0 10 24.6
 ET1026;SPC AZ W     - 1,389,242.88    791,200.61   iFT  0.99994285   +0 10 24.6
 ET1026;SPC AZ C     -   424,451.519    73,436.540   MT  1.00014124   -0 52 24.3
 ET1026;SPC AZ C     - 1,392,557.48    240,933.53   iFT  1.00014124   -0 52 24.3
 ET1026;UTM  12      - 3,855,587.829   276,268.364   MT  1.00021698   -1 23 50.1
 ET1026
 ET1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1026!SPC AZ W     -   0.99970738  x   0.99994285  =   0.99965025
 ET1026!SPC AZ C     -   0.99970738  x   1.00014124  =   0.99984858
 ET1026!UTM  12      -   0.99970738  x   1.00021698  =   0.99992430
 ET1026
 ET1026|---------------------------------------------------------------------|
 ET1026| PID    Reference Object                     Distance      Geod. Az  |
 ET1026|                                                           dddmmss.s |
 ET1026| CH2781 BONNER RM 1                           6.319 METERS 09625     |
 ET1026| ET1117 LOS ANGELES PRESCOTT AWY BN 29      APPROX.39.0 KM 2700255.8 |
 ET1026| CH2782 BONNER RM 2                           3.168 METERS 29331     |
 ET1026| CH2780 BONNER AZ MK                                       3333120.1 |
 ET1026|---------------------------------------------------------------------|
 ET1026
 ET1026                          SUPERSEDED SURVEY CONTROL
 ET1026
 ET1026  NAD 83(1986)-  34 49 04.78948(N)    113 26 46.12375(W) AD(       ) 1
 ET1026  NAD 27      -  34 49 04.74200(N)    113 26 43.37100(W) AD(       ) 1
 ET1026  NGVD 29 (07/19/86) 1891.8    (m)         6207.     (f) VERT ANG       
 ET1026
 ET1026.Superseded values are not recommended for survey control.
 ET1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1026.See file dsdata.txt to determine how the superseded data were derived.
 ET1026
 ET1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7626855588(NAD 83)
 ET1026_MARKER: DS = TRIANGULATION STATION DISK
 ET1026_SETTING: 66 = SET IN ROCK OUTCROP
 ET1026
 ET1026  HISTORY     - Date     Condition        Report By
 ET1026  HISTORY     - 1944     MONUMENTED       CGS
 ET1026  HISTORY     - 1950     GOOD             CGS
 ET1026
 ET1026                          STATION DESCRIPTION
 ET1026
 ET1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1026'STATION IS ABOUT 12 MILES NE OF WIKIEUP ALONG BONNER CANYON.
 ET1026'IT IS ON THE S END OF A DARK-COLORED HILL THAT HAS A FLAT ON
 ET1026'THE S END WHICH BREAKS OFF TO GREY ROCK OUTCROPS.  THIS GIVES
 ET1026'IT THE APPEARANCE OF A HILL WITH A LARGE GREY SPOT ON ITS S
 ET1026'END.  IT IS THE S HILL OF THREE OF ABOUT THE SAME ELEVATION LYING
 ET1026'APPROXIMATELY IN A NW-SE LINE AND ABOUT 1/2 MILE APART.
 ET1026'
 ET1026'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE.  IT IS STAMPED
 ET1026'BONNER 1944.
 ET1026'
 ET1026'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 ET1026'BONNER NO 1 1944.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 ET1026'THE STATION MARK.
 ET1026'
 ET1026'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 ET1026'STAMPED BONNER NO 2 1944.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ET1026'THAN THE STATION MARK.
 ET1026'
 ET1026'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 ET1026'BONNER 1944.  IT IS ON THE HIGHEST POINT OF A HILL AT ABOUT THE
 ET1026'SAME HEIGHT AS THE STATION AND IS REACHED BY CROSSING THE
 ET1026'SADDLE FROM THE STATION TO THE NEXT HILL.
 ET1026'
 ET1026'TO REACH STATION FROM WIKIEUP, GO N ON THE WIKIEUP-KINGMAN
 ET1026'ROAD FOR 5.2 MILES TO THE MAIL BOX AND ROAD ON THE RIGHT LEADING
 ET1026'TO THE LANE CORNWALL RANCH.  TURN RIGHT AND CROSS THE BIG
 ET1026'SANDY RIVER, CONTINUE TO OLD RANCH BUILDINGS AND THENCE TO
 ET1026'THE RIGHT FOR 0.5 MILE TO THE CORNWALL RANCH.  FROM HERE A ROAD
 ET1026'LEADS E THROUGH THE RANCH YARD AND THROUGH A GATE TO WHAT IS
 ET1026'CALLED THE OLD MINE ROAD.  FROM THIS GATE CONTINUE ON THE OLD
 ET1026'MINE ROAD FOR 9.3 MILES TO WHERE THE ROAD COMES INTO A WASH
 ET1026'AND TURNS SHARPLY TO THE RIGHT AND UP A SHARP INCLINE WHEN
 ET1026'LEAVING IT.  LEAVE THE ROAD AND PROCEED LEFT UP THE WASH FOR 0.5
 ET1026'MILE TO A PROMINENT SADDLE ON THE RIGHT AND A SLIGHT FORK IN
 ET1026'THE WASH WHICH IS THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1026'ACROSS THE SADDLE AND INTO A WASH WHICH HAS A WHITE ROCK
 ET1026'BOTTOM.  FROM HERE A LONG RIDGE CAN BE SEEN LEADING E TO
 ET1026'A SADDLE BETWEEN TWO HILLS.  THE STATION IS ON THE HILL TO THE
 ET1026'RIGHT AND THE AZIMUTH MARK IS ON THE HILL TO THE LEFT.
 ET1026'PACK TO THE TOP OF THE RIDGE AND THENCE ALONG IT TO THE
 ET1026'SADDLE, THENCE TO THE RIGHT TO THE TOP AND THE HIGHEST POINT
 ET1026'OF ROUGH ROCK OUTCROP, THE STATION BEING 16 FEET ESE OF THE
 ET1026'HIGHEST POINT.  A ROCK CAIRN HAS BEEN PLACED ON THE
 ET1026'HIGHEST POINT.
 ET1026
 ET1026                          STATION RECOVERY (1950)
 ET1026
 ET1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1026'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 ET1026'IN GOOD CONDITION.
 ET1026'
 ET1026'THE DISTANCE AND DIRECTION WERE CHECKED TO THE AZIMUTH MARK.
 ET1026'
 ET1026'THE DIRECTION WAS CHECKED TO REFERENCE MARK NO. 1.  HOWEVER,
 ET1026'THE DISTANCE WAS FOUND TO BE 6.319 METERS INSTEAD OF 6.298
 ET1026'METERS.
 ET1026'
 ET1026'REFERENCE MARK NO. 2 WAS TOO CLOSE ON WHICH TO FOCUS.  IT
 ET1026'WAS FOUND TO BE IN AZIMUTH 114 DEG 34 MIN INSTEAD OF 113 DEG 31
 ET1026'MIN 16 SEC.  THE DISTANCE WAS FOUND TO BE 3.168 METERS INSTEAD
 ET1026'OF 3.156 METERS.
 ET1026'
 ET1026'THE 1944 ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1964 ***********************************************************************
 DU1964  DESIGNATION -  BOOT
 DU1964  PID         -  DU1964
 DU1964  STATE/COUNTY-  AZ/GILA
 DU1964  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU1964
 DU1964                         *CURRENT SURVEY CONTROL
 DU1964  ___________________________________________________________________
 DU1964* NAD 83(1992)-  33 14 47.25664(N)    110 29 02.70241(W)     ADJUSTED  
 DU1964* NAVD 88     -       948.9    (meters)    3113.     (feet)  VERTCON   
 DU1964  ___________________________________________________________________
 DU1964  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DU1964  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DU1964
 DU1964  HORZ ORDER  -  FIRST
 DU1964
 DU1964.The horizontal coordinates were established by classical geodetic methods
 DU1964.and adjusted by the National Geodetic Survey in August 1993..
 DU1964
 DU1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1964
 DU1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1964
 DU1964.The geoid height was determined by GEOID03.
 DU1964
 DU1964;                    North         East     Units Scale Factor Converg.
 DU1964;SPC AZ E     -   249,127.800   183,781.974   MT  0.99991078   -0 10 26.5
 DU1964;SPC AZ E     -   817,348.43    602,959.23   iFT  0.99991078   -0 10 26.5
 DU1964;UTM  12      - 3,678,728.713   548,060.543   MT  0.99962848   +0 16 58.3
 DU1964
 DU1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1964!SPC AZ E     -   0.99985536  x   0.99991078  =   0.99976615
 DU1964!UTM  12      -   0.99985536  x   0.99962848  =   0.99948389
 DU1964
 DU1964:                Primary Azimuth Mark                     Grid Az
 DU1964:SPC AZ E     -  PERIDOT MISSION SCHOOL BELFRY            019 45 47.3
 DU1964:UTM  12      -  PERIDOT MISSION SCHOOL BELFRY            019 18 22.5
 DU1964
 DU1964|---------------------------------------------------------------------|
 DU1964| PID    Reference Object                     Distance      Geod. Az  |
 DU1964|                                                           dddmmss.s |
 DU1964| DU1969 PERIDOT MISSION SCHOOL BELFRY       APPROX. 7.8 KM 0193520.8 |
 DU1964| CD1673 BOOT AZ MK                                         0280419.4 |
 DU1964| DU1967 MOUNT TRIPLET PEAK                  APPROX.16.5 KM 0491020.6 |
 DU1964| CD1674 BOOT RM 1                            12.902 METERS 07557     |
 DU1964| CD1675 BOOT RM 2                            13.265 METERS 16242     |
 DU1964| DU1975 COOLIDGE DAM WATER TANK             APPROX. 8.9 KM 2082535.3 |
 DU1964|---------------------------------------------------------------------|
 DU1964
 DU1964                          SUPERSEDED SURVEY CONTROL
 DU1964
 DU1964  NAD 83(1986)-  33 14 47.25253(N)    110 29 02.70281(W) AD(       ) 1
 DU1964  NAD 27      -  33 14 47.04000(N)    110 29 00.34600(W) AD(       ) 1
 DU1964  NGVD 29 (07/19/86)  948.3    (m)         3111.     (f) VERT ANG       
 DU1964
 DU1964.Superseded values are not recommended for survey control.
 DU1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1964.See file dsdata.txt to determine how the superseded data were derived.
 DU1964
 DU1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4806178729(NAD 83)
 DU1964_MARKER: DS = TRIANGULATION STATION DISK
 DU1964_SETTING: 0 = UNSPECIFIED SETTING
 DU1964
 DU1964  HISTORY     - Date     Condition        Report By
 DU1964  HISTORY     - 1945     MONUMENTED       CGS
 DU1964  HISTORY     - 1960     GOOD             CGS
 DU1964
 DU1964                          STATION DESCRIPTION
 DU1964
 DU1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1964'STATION IS LOCATED ABOUT 7-1/4 MILES S OF SAN CARLOS AND 6 MILES N
 DU1964'OF COOLIDGE DAM.  IT IS ON WHAT IS LOCALLY KNOWN AS THE IRON FLATS
 DU1964'HILLS, THREE HILLS RISING ABOVE THE SURROUNDING COUNTRY, THE
 DU1964'STATION BEING ON THE MOST E HILL.
 DU1964'
 DU1964'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 70
 DU1964'ABOUT 1 MILE E OF GLOBE, GO E ON U.S. HIGHWAY 70 FOR 19.0 MILES
 DU1964'TO THE GRAVEL ROAD LEADING LEFT TO SAN CARLOS.  TURN LEFT AND
 DU1964'CONTINUE FOR 0.8 MILE TO A SMALL WOODEN BRIDGE, CONTINUE FOR 0.2
 DU1964'MILE TO A DIM TRACK ROAD LEADING TO THE RIGHT DOWN INTO A WASH
 DU1964'AND TOWARD THE FLAT-TOPPED HILL TO THE RIGHT.  FOLLOW THIS DIM
 DU1964'TRACK ROAD TOWARD THE HILL AS IT PASSES OUT OF THE WASH ONTO THE
 DU1964'RIDGE ON THE LEFT FOR 1.0 MILE TO THE BASE OF THE HILL AND THE
 DU1964'END OF TRUCK TRAVEL.  FROM HERE PACK TO THE RIGHT AND UP TO
 DU1964'THE RIMROCK FORMING THE POINT, THENCE E ON THE FLAT TOP FOR
 DU1964'ABOUT 200 YARDS TO THE STATION.
 DU1964'
 DU1964'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 3-INCH
 DU1964'IRON PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED BOOT 1945.
 DU1964'IT IS 42 FEET S OF THE N EDGE OF THE RIM AND 42 FEET N OF THE S
 DU1964'EDGE OF THE RIM.
 DU1964'
 DU1964'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1964'PROJECTING ABOUT 5 INCHES ABOVE THE SURROUNDING GROUND AND IS
 DU1964'STAMPED BOOT NO 1 1945.  IT IS ENE OF THE STATION, ABOUT LEVEL
 DU1964'WITH IT, AND 22 FEET S OF THE N EDGE OF THE RIM.
 DU1964'
 DU1964'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK THAT IS
 DU1964'ABOUT 3 INCHES LOWER THAN THE SURROUNDING GROUND AND IS STAMPED
 DU1964'BOOT NO 2 1945.  IT IS SSE OF THE STATION, ABOUT LEVEL WITH IT,
 DU1964'AND 14 FEET N OF THE S EDGE OF THE RIM.
 DU1964'
 DU1964'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DU1964'ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED BOOT 1945.  IT IS
 DU1964'ABOUT 1/2 MILE NNE OF THE STATION AND IS REACHED AS FOLLOWS--IN
 DU1964'PLACE OF TURNING RIGHT ON THE DIM TRACK ROAD TOWARD THE STATION
 DU1964'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.3 MILES TO A
 DU1964'WOODEN BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A WITNESS
 DU1964'POST ON THE RIGHT.  FROM HERE HIKE ABOUT 1/4 MILE DIRECTLY TOWARD
 DU1964'WHAT APPEARS TO BE THE HIGHEST POINT ON THE LONG FLAT HILL ON
 DU1964'WHICH THE STATION IS LOCATED, THIS POINT IS ON THE CREST OF A
 DU1964'SMALL RIDGE LEADING TO THE RIGHT INTO THE HILL CLOSET TO THE
 DU1964'GRAVEL ROAD.  THE MARK IS ON THIS RIDGE, ABOUT 200 FEET FROM THE
 DU1964'BASE OF THE HILL TO THE RIGHT, AND ABOUT 11 FEET W OF A LARGE
 DU1964'ROCK CAIRN.
 DU1964
 DU1964                          STATION RECOVERY (1960)
 DU1964
 DU1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1964'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  U.S.
 DU1964'HIGHWAY 70 IS RELOCATED, AND A NEW DESCRIPTION FOLLOWS.
 DU1964'
 DU1964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 70
 DU1964'IN THE EASTERN PART OF GLOBE, GO SOUTHWARD ON U.S. 70 FOR 6.9 MILES
 DU1964'TO A FORK IN CUTTER, TAKE THE RIGHT FORK TOWARD COOLIDGE DAM FOR
 DU1964'11.6 MILES TO A ROAD LEFT AT SIGN SAN CARLOS.  TAKE THE DIRT ROAD
 DU1964'LEFT AND GO 0.8 MILE TO A BRIDGE, CONTINUE AHEAD FOR 0.2 MILE TO
 DU1964'A DIM TRACK ROAD LEFT, TURN LEFT AND GO ABOUT 1 MILE TO THE BASE
 DU1964'OF THE HILL AND END OF TRUCK TRAVEL.  PACK UP OVER THE NEAR
 DU1964'POINT OF THE HILL AND FOR ABOUT 0.1 MILE TO THE STATION ON THE
 DU1964'FLAT TOP.
 DU1964'
 DU1964'STATION MARK IS A STANDARD DISK STAMPED BOOT 1945, SET IN THE TOP
 DU1964'OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 42 FEET
 DU1964'NORTH OF THE SOUTH RIM AND 42 FEET SOUTH OF THE NORTH RIM OF THE
 DU1964'HILL.
 DU1964'
 DU1964'R.M. 1 IS A STANDARD DISK STAMPED BOOT NO 1 1945, SET IN A DRILL
 DU1964'HOLE IN A BOULDER THAT PROJECTS ABOUT 5 INCHES AND IS 22 FEET
 DU1964'SOUTH OF THE NORTH RIM OF THE HILL.
 DU1964'
 DU1964'R.M. 2 IS A STANDARD DISK STAMPED BOOT NO 2 1945, SET IN A DRILL
 DU1964'HOLE IN BEDROCK THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 DU1964'GROUND AND 14 FEET NORTH OF THE SOUTH RIM OF THE HILL.
 DU1964'
 DU1964'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOOT 1945, SET IN A
 DU1964'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES AND IS 11 FEET
 DU1964'WEST OF A LARGE CAIRN.  TO REACH FROM THE BRIDGE MENTIONED ABOVE,
 DU1964'CONTINUE AHEAD (EASTERLY) FOR 1.7 MILES TO A WITNESS POST ON THE
 DU1964'RIGHT AND END OF TRUCK TRAVEL.  PACK TOWARD THE STATION FOR ABOUT
 DU1964'0.25 MILE TO THE CAIRN AND MARK ON A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0980 ***********************************************************************
 CG0980  DESIGNATION -  BOQUILLA
 CG0980  PID         -  CG0980
 CG0980  STATE/COUNTY-  AZ/COCHISE
 CG0980  USGS QUAD   -  MC GREW SPRING (1973)
 CG0980
 CG0980                         *CURRENT SURVEY CONTROL
 CG0980  ___________________________________________________________________
 CG0980* NAD 83(1992)-  31 46 07.35474(N)    110 18 25.12099(W)     ADJUSTED  
 CG0980* NAVD 88     -      1280.7    (meters)    4202.     (feet)  VERTCON   
 CG0980  ___________________________________________________________________
 CG0980  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CG0980  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0980
 CG0980  HORZ ORDER  -  SECOND
 CG0980
 CG0980.The horizontal coordinates were established by classical geodetic methods
 CG0980.and adjusted by the National Geodetic Survey in August 1993..
 CG0980
 CG0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0980
 CG0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0980
 CG0980.The geoid height was determined by GEOID03.
 CG0980
 CG0980;                    North         East     Units Scale Factor Converg.
 CG0980;SPC AZ E     -    85,231.574   200,069.685   MT  0.99990218   -0 04 25.9
 CG0980;SPC AZ E     -   279,631.15    656,396.60   iFT  0.99990218   -0 04 25.9
 CG0980;UTM  12      - 3,515,008.330   565,624.134   MT  0.99965311   +0 21 53.6
 CG0980
 CG0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0980!SPC AZ E     -   0.99980333  x   0.99990218  =   0.99970553
 CG0980!UTM  12      -   0.99980333  x   0.99965311  =   0.99945651
 CG0980
 CG0980:                Primary Azimuth Mark                     Grid Az
 CG0980:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               091 44 34.0
 CG0980:UTM  12      -  PHOENIX EL PASO AWY BCN 16               091 18 14.5
 CG0980
 CG0980|---------------------------------------------------------------------|
 CG0980| PID    Reference Object                     Distance      Geod. Az  |
 CG0980|                                                           dddmmss.s |
 CG0980| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.15.3 KM 0914008.1 |
 CG0980| CC6136 BOQUILLA AZ MK                                     1070803.0 |
 CG0980| CC6137 BOQUILLA RM 1                        16.272 METERS 13148     |
 CG0980| CC6138 BOQUILLA RM 2                        27.070 METERS 24722     |
 CG0980|---------------------------------------------------------------------|
 CG0980
 CG0980                          SUPERSEDED SURVEY CONTROL
 CG0980
 CG0980  NAD 83(1986)-  31 46 07.34952(N)    110 18 25.12001(W) AD(       ) 2
 CG0980  NAD 27      -  31 46 07.03400(N)    110 18 22.81600(W) AD(       ) 2
 CG0980  NGVD 29 (06/28/91) 1279.8    (m)         4199.     (f) VERT ANG       
 CG0980
 CG0980.Superseded values are not recommended for survey control.
 CG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0980.See file dsdata.txt to determine how the superseded data were derived.
 CG0980
 CG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6562415008(NAD 83)
 CG0980_MARKER: DS = TRIANGULATION STATION DISK
 CG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0980+STABILITY: SURFACE MOTION
 CG0980
 CG0980  HISTORY     - Date     Condition        Report By
 CG0980  HISTORY     - 1946     MONUMENTED       CGS
 CG0980  HISTORY     - 1986     GOOD             AZDT
 CG0980
 CG0980                          STATION DESCRIPTION
 CG0980
 CG0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0980'THE STATION IS LOCATED BY APPROXIMATE AIRLINE DISTANCES AT 15-1/2
 CG0980'MILES NNE OF FT. HUACHUCA, 10-1/2 MILES SW OF ST. DAVID, 6
 CG0980'MILES W OF THE SAN PEDRO RIVER, AND 3.7 MILES E OF THE CORONADO
 CG0980'NATIONAL FOREST BOUNDARY.  IT IS ON OPEN ROLLING MESA COUNTRY.
 CG0980'
 CG0980'TO REACH STATION FROM POST OFFICE IN FAIRBANK, GO W ON STATE
 CG0980'HIGHWAY 82 FOR 9.6 MILES TO THE E JUNCTION OF STATE HIGHWAY 92.
 CG0980'CONTINUE STRAIGHT AHEAD ON HIGHWAY 82 FOR 1.3 MILES TO NARROW
 CG0980'GRAVEL CROSS ROAD.  HERE TURN RIGHT, N, AND GO 0.6 MILE TO
 CG0980'WIRE GATE AND BROKEN-DOWN CATTLE GUARD.  PASS THROUGH GATE
 CG0980'AND CONTINUE FOR 2.6 MILES NW ON THE MAIN TRAVELED ROAD TO THE
 CG0980'MANISTEE RANCH HOUSE.  HERE BEAR HARD RIGHT AND FOLLOW TRACK
 CG0980'ROAD NE FOR 1.9 MILES TO WOOD GATE AT WINDMILL, TANK AND
 CG0980'CORRALS.  PASS THROUGH GATE AND TAKE RIGHT FORK AT FENCE CORNER
 CG0980'JUST BEYOND.  FROM HERE CONTINUE ON TRACK ROAD FOR 1.1 MILES TO
 CG0980'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.1 MILES TO THREE
 CG0980'GATES IN CORRALS AT WINDMILL.  PASS THROUGH ALL THREE AND
 CG0980'CONTINUE STRAIGHT AHEAD, E, ON BADLY WASHED-OUT ROAD FOR 0.5
 CG0980'MILE TO EARTH DAMS.  HERE KEEP JUST N OF DAMS AND CONTINUE
 CG0980'FOR 0.9 MILE TO TWO WIRE GATES.  PASS THROUGH THE LEFT, N, GATE
 CG0980'AND FOLLOW MAIN TRAVELED ROAD FOR 0.8 MILE.  (AZIMUTH MARK
 CG0980'IS 0.4 MILE BEYOND IN THE BASE OF THE WINDMILL WHICH IS
 CG0980'VISIBLE FROM THIS POINT.) HERE TURN LEFT, N, AND GO
 CG0980'ACROSS COUNTRY FOR 0.25 MILE TO LOW RISE IN GROUND,
 CG0980'FENCELINE, AND STATION SITE.
 CG0980'
 CG0980'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BOQUILLA
 CG0980'1946, AND IS SET IN A 12-INCH-SQUARE CONCRETE POST THAT PROJECTS
 CG0980'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED 11 FEET S OF THE
 CG0980'FENCE LINE AND 8-1/2 FEET NNE OF A 4- BY 4-INCH WHITE WITNESS
 CG0980'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CG0980'
 CG0980'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BOQUILLA
 CG0980'NO 1 1946, AND IS SET IN A 10-INCH SQUARE CONCRETE POST THAT
 CG0980'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES
 CG0980'LOWER THAN STATION.
 CG0980'
 CG0980'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BOQUILLA
 CG0980'NO 2 1946, AND IS SET IN A 10-INCH SQUARE CONCRETE POST THAT
 CG0980'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT LEVEL
 CG0980'WITH THE STATION.
 CG0980'
 CG0980'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BOQUILLA
 CG0980'1946, AND IS SET IN THE CONCRETE BASE OF A WINDMILL THAT PROJECTS
 CG0980'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED APPROXIMATELY
 CG0980'6.4 FEET NW OF THE BUILDING LINE OF THE PUMPHOUSE AND 2 FEET
 CG0980'SE OF THE STANDPIPE UNDER WINDMILL.  IT IS APPROXIMATELY 1/2
 CG0980'MILE ESE OF THE STATION.
 CG0980'
 CG0980'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0980
 CG0980                          STATION RECOVERY (1986)
 CG0980
 CG0980'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0980'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0980'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0980'
 CG0980'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0980'10 FOR 3 MILES TO THE STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL
 CG0980'SOUTH ALONG S.R. 90 FOR 13.6 MILES TO A DIRT ROAD ON THE LEFT AT MILE
 CG0980'POST 304.3.  TURN LEFT AND TRAVEL EAST 0.05 MILE TO A GATE.  PASS
 CG0980'THROUGH THE GATE AND TRAVEL 1.05 MILES TO A FORK AT A WINDMILL AND
 CG0980'CORRALS.  TAKE THE LEFT FORK FOR 1.15 MILES TO A FORK.  TAKE THE LEFT
 CG0980'FORK FOR 0.7 MILE TO A TRACK ROAD AT A FENCE CORNER.  TURN RIGHT AND
 CG0980'TRAVEL EAST ON THE TRACK ROAD FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.
 CG0980'THE STATION IS 60 FEET SOUTH OF THE TRACK ROAD AND 11 FEET SOUTH OF AN
 CG0980'EAST, WEST FENCE LINE.  THIS AREA IS REPORTED TO BE A MUD FLAT AFTER A
 CG0980'RAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0845 ***********************************************************************
 ES0845  DESIGNATION -  BORROW
 ES0845  PID         -  ES0845
 ES0845  STATE/COUNTY-  AZ/COCONINO
 ES0845  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0845
 ES0845                         *CURRENT SURVEY CONTROL
 ES0845  ___________________________________________________________________
 ES0845* NAD 83(1992)-  34 35 43.76238(N)    111 14 49.29214(W)     ADJUSTED  
 ES0845* NAVD 88     -      2199.9    (meters)    7218.     (feet)  VERTCON   
 ES0845  ___________________________________________________________________
 ES0845  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 ES0845  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0845
 ES0845  HORZ ORDER  -  SECOND
 ES0845
 ES0845.The horizontal coordinates were established by classical geodetic methods
 ES0845.and adjusted by the National Geodetic Survey in August 1993..
 ES0845
 ES0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0845
 ES0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0845
 ES0845.The geoid height was determined by GEOID03.
 ES0845
 ES0845;                    North         East     Units Scale Factor Converg.
 ES0845;SPC AZ C     -   398,907.384   274,783.974   MT  0.99994649   +0 22 48.8
 ES0845;SPC AZ C     - 1,308,751.26    901,522.22   iFT  0.99994649   +0 22 48.8
 ES0845;UTM  12      - 3,828,213.613   477,348.112   MT  0.99960632   -0 08 24.9
 ES0845
 ES0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0845!SPC AZ C     -   0.99965848  x   0.99994649  =   0.99960499
 ES0845!UTM  12      -   0.99965848  x   0.99960632  =   0.99926494
 ES0845
 ES0845:                Primary Azimuth Mark                     Grid Az
 ES0845:SPC AZ C     -  CLIFF                                    067 26 07.9
 ES0845:UTM  12      -  CLIFF                                    067 57 21.6
 ES0845
 ES0845|---------------------------------------------------------------------|
 ES0845| PID    Reference Object                     Distance      Geod. Az  |
 ES0845|                                                           dddmmss.s |
 ES0845| ES0847 CLIFF                               APPROX. 1.7 KM 0674856.7 |
 ES0845| DZ1280 BORROW RM 1                           9.624 METERS 13058     |
 ES0845| DZ1281 BORROW RM 2                           7.532 METERS 21456     |
 ES0845|---------------------------------------------------------------------|
 ES0845
 ES0845                          SUPERSEDED SURVEY CONTROL
 ES0845
 ES0845  NAD 83(1986)-  34 35 43.75413(N)    111 14 49.29660(W) AD(       ) 2
 ES0845  NGVD 29 (07/10/87) 2199.0    (m)         7215.     (f) VERT ANG       
 ES0845
 ES0845.Superseded values are not recommended for survey control.
 ES0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0845.See file dsdata.txt to determine how the superseded data were derived.
 ES0845
 ES0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7734828214(NAD 83)
 ES0845_MARKER: DS = TRIANGULATION STATION DISK
 ES0845_SETTING: 80 = SET IN A BOULDER
 ES0845_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0845+STABILITY: SURFACE MOTION
 ES0845
 ES0845  HISTORY     - Date     Condition        Report By
 ES0845  HISTORY     - 1981     MONUMENTED       AZDT
 ES0845
 ES0845                          STATION DESCRIPTION
 ES0845
 ES0845'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0845'THE STATION IS LOCATED 18.5 MILES NORTHEAST OF PINE AND 3 MILES SOUTH
 ES0845'WEST OF THE BLUE RIDGE RANGER STATION.
 ES0845'
 ES0845'THE STATION MARK IS AN AZDT DISK STAMPED---BORROW 1981---SET IN A
 ES0845'DRILL HOLE IN A BOULDER WHICH IS 6 FEET SOUTH OF A CAIRN.
 ES0845'
 ES0845'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BORROW RM 1 1981---SET
 ES0845'IN A DRILL HOLE IN ROCK.
 ES0845'
 ES0845'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BORROW RM 2 1981---.
 ES0845'IT IS SET IN A DRILL HOLE IN A ROCK.
 ES0845'
 ES0845'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0845'ARIZON HIGHWAY 87 FOR 27.05 MILES TO FOREST TRAIL 751 WHICH LEADS TO
 ES0845'BLUE RIDGE RESERVOIR, CONTINUE NORTHEAST ALONG THE HIGHWAY FOR 0.25
 ES0845'MILE TO A TRAIL ROAD ON THE LEFT.  TURN LEFT AND TRAVEL ABOUT 350 FEET
 ES0845'TO A GATE, PASS THROUGH GATE AND TRAVEL 0.3 MILE TO THE NORTHEAST END
 ES0845'OF A BORROW PIT AND END OF TRUCK TRAVEL.  PACK UP HILL ABOUT 300 FEET
 ES0845'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2136 ***********************************************************************
 DU2136  DESIGNATION -  BOSWELL
 DU2136  PID         -  DU2136
 DU2136  STATE/COUNTY-  AZ/MARICOPA
 DU2136  USGS QUAD   -  GILA BUTTE (1981)
 DU2136
 DU2136                         *CURRENT SURVEY CONTROL
 DU2136  ___________________________________________________________________
 DU2136* NAD 83(1992)-  33 12 53.49215(N)    111 50 29.10714(W)     ADJUSTED  
 DU2136* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 DU2136  ___________________________________________________________________
 DU2136  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DU2136  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2136
 DU2136  HORZ ORDER  -  SECOND
 DU2136
 DU2136.The horizontal coordinates were established by classical geodetic methods
 DU2136.and adjusted by the National Geodetic Survey in August 1993..
 DU2136
 DU2136.The orthometric height was scaled from a topographic map.
 DU2136
 DU2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2136
 DU2136.The geoid height was determined by GEOID03.
 DU2136
 DU2136;                    North         East     Units Scale Factor Converg.
 DU2136;SPC AZ C     -   245,580.907   220,374.374   MT  0.99990061   +0 02 28.4
 DU2136;SPC AZ C     -   805,711.64    723,013.04   iFT  0.99990061   +0 02 28.4
 DU2136;UTM  12      - 3,675,422.040   421,588.106   MT  0.99967580   -0 27 39.4
 DU2136
 DU2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2136!SPC AZ C     -   0.99994653  x   0.99990061  =   0.99984715
 DU2136!UTM  12      -   0.99994653  x   0.99967580  =   0.99962235
 DU2136
 DU2136|---------------------------------------------------------------------|
 DU2136| PID    Reference Object                     Distance      Geod. Az  |
 DU2136|                                                           dddmmss.s |
 DU2136| CH4407 BOSWELL RM 1                         22.204 METERS 06245     |
 DU2136| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX. 4.3 KM 1320042.7 |
 DU2136| DU2118 SACATON PEAK AIR BEACON             APPROX.28.2 KM 1462448.7 |
 DU2136| CH4409 BOSWELL RM 3 AZIMUTH                               2681333.6 |
 DU2136| CH4408 BOSWELL RM 2                          9.336 METERS 31334     |
 DU2136|---------------------------------------------------------------------|
 DU2136
 DU2136                          SUPERSEDED SURVEY CONTROL
 DU2136
 DU2136  NAD 83(1986)-  33 12 53.48578(N)    111 50 29.11081(W) AD(       ) 2
 DU2136  NAD 27      -  33 12 53.29700(N)    111 50 26.61300(W) AD(       ) 2
 DU2136
 DU2136.Superseded values are not recommended for survey control.
 DU2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2136.See file dsdata.txt to determine how the superseded data were derived.
 DU2136
 DU2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158875422(NAD 83)
 DU2136_MARKER: DS = TRIANGULATION STATION DISK
 DU2136_SETTING: 66 = SET IN ROCK OUTCROP
 DU2136
 DU2136  HISTORY     - Date     Condition        Report By
 DU2136  HISTORY     - 1935     MONUMENTED       CGS
 DU2136  HISTORY     - 1963     SEE DESCRIPTION  AMS
 DU2136
 DU2136                          STATION DESCRIPTION
 DU2136
 DU2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2136'SIX AND ONE-TENTH MILES SOUTH OF CHANDLER, ON THE WEST SIDE
 DU2136'OF STATE HIGHWAY NO. 87 NEAR PUMP HOUSE NO. 15, 1.9 METERS
 DU2136'SOUTH OF THE SOUTHWEST CORNER OF THE PUMPHOUSE, 1.2 METERS
 DU2136'NORTH OF THE NORTH SIDE OF THE MAIN DITCH, AND 1.0 METER EAST
 DU2136'OF THE EAST SIDE OF THE SPUR DITCH.  MARKED BY A STANDARD
 DU2136'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU2136'A STANDARD BRONZE REFERENCE DISK SET IN WEST SIDE OF CULVERT
 DU2136'ON HIGHWAY NO. 87, IS 22.204 METERS (72.85 FEET) FROM STATION
 DU2136'N 62 DEG 45 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2136'BRONZE REFERENCE DISK, IS 9.336 METERS (30.63
 DU2136'FEET) FROM STATION N 46 DEG 26 MIN W.  THE AZIMUTH
 DU2136'MARK (REFERENCE MARK NO. 3), A DISK SET IN DRILL HOLE IN
 DU2136'THE GATE OF MAIN DITCH AT THE FIRST SPUR WEST OF STATION,
 DU2136'IS ABOUT 500 FEET FROM STATION S 88 DEG 14 MIN W.
 DU2136
 DU2136                          STATION RECOVERY (1963)
 DU2136
 DU2136'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 DU2136'IN 1960 THE STATION MARK AND R.M. 3 WERE RECOVERED IN GOOD
 DU2136'CONDITION.
 DU2136'
 DU2136'IN 1963 THE STATION WAS PROBABLY DESTROYED.  SUB-SURFACE MARK
 DU2136'WAS FOUND DESTROYED.  RECENT HIGHWAY AND DITCH CONSTRUCTION
 DU2136'IN THE AREA WAS RESPONSIBLE FOR THE DESTRUCTION OF THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2142 ***********************************************************************
 DU2142  DESIGNATION -  BOSWELL 2
 DU2142  PID         -  DU2142
 DU2142  STATE/COUNTY-  AZ/MARICOPA
 DU2142  USGS QUAD   -  GILA BUTTE (1981)
 DU2142
 DU2142                         *CURRENT SURVEY CONTROL
 DU2142  ___________________________________________________________________
 DU2142* NAD 83(1992)-  33 12 41.97669(N)    111 50 28.94598(W)     ADJUSTED  
 DU2142* NAVD 88     -       370.1    (meters)    1214.     (feet)  VERTCON   
 DU2142  ___________________________________________________________________
 DU2142  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DU2142  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2142
 DU2142  HORZ ORDER  -  SECOND
 DU2142
 DU2142.The horizontal coordinates were established by classical geodetic methods
 DU2142.and adjusted by the National Geodetic Survey in August 1993..
 DU2142
 DU2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2142
 DU2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2142
 DU2142.The geoid height was determined by GEOID03.
 DU2142
 DU2142;                    North         East     Units Scale Factor Converg.
 DU2142;SPC AZ C     -   245,226.178   220,378.803   MT  0.99990061   +0 02 28.5
 DU2142;SPC AZ C     -   804,547.83    723,027.57   iFT  0.99990061   +0 02 28.5
 DU2142;UTM  12      - 3,675,067.366   421,589.425   MT  0.99967580   -0 27 39.1
 DU2142
 DU2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2142!SPC AZ C     -   0.99994659  x   0.99990061  =   0.99984721
 DU2142!UTM  12      -   0.99994659  x   0.99967580  =   0.99962241
 DU2142
 DU2142|---------------------------------------------------------------------|
 DU2142| PID    Reference Object                     Distance      Geod. Az  |
 DU2142|                                                           dddmmss.s |
 DU2142| DU2143 BOSWELL 2 RM 2                       12.630 METERS 18228     |
 DU2142| DU2131 GILA BUTTE                          APPROX. 6.5 KM 1971333.8 |
 DU2142| CH4410 BOSWELL 2 RM 1                       12.615 METERS 35911     |
 DU2142|---------------------------------------------------------------------|
 DU2142
 DU2142                          SUPERSEDED SURVEY CONTROL
 DU2142
 DU2142  NAD 83(1986)-  33 12 41.97039(N)    111 50 28.94978(W) AD(       ) 2
 DU2142  NAD 27      -  33 12 41.78363(N)    111 50 26.45125(W) AD(       ) 2
 DU2142  NGVD 29 (07/19/86)  369.6    (m)         1213.     (f) VERT ANG       
 DU2142
 DU2142.Superseded values are not recommended for survey control.
 DU2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2142.See file dsdata.txt to determine how the superseded data were derived.
 DU2142
 DU2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158975067(NAD 83)
 DU2142_MARKER: DD = SURVEY DISK
 DU2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2142
 DU2142  HISTORY     - Date     Condition        Report By
 DU2142  HISTORY     - 1975     MONUMENTED       AZDT
 DU2142  HISTORY     - 1979     GOOD             NGS
 DU2142  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU2142
 DU2142                          STATION DESCRIPTION
 DU2142
 DU2142'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2142'THE STATION IS ABOUT 6.2 MILES SOUTH OF CHANDLER ON THE WEST SIDE
 DU2142'OF STATE HIGHWAY 87-93 (ARIZONA AVE.).
 DU2142'
 DU2142'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BOSWELL 2
 DU2142'1975 AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK IS
 DU2142'62 FEET WEST OF SOUTHBOUND LANE OF HIGHWAY 87-93, 142 FEET NORTH
 DU2142'OF A MIDSECTION FARM ROAD RUNNING WEST AND IS MARKED BY A WITNESS
 DU2142'POST AND SIGN 3 FEET TO THE NORTH.
 DU2142'
 DU2142'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2142'BOSWELL 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2142'MONUMENT WHICH IS 46 FEET WEST OF SOUTHBOUND CENTERLINE OF
 DU2142'HIGHWAY 87-93.
 DU2142'
 DU2142'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2142'BOSWELL 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2142'46 FEET WEST OF CENTERLINE OF SOUTHBOUND LANE OF HIGHWAY 87-93.
 DU2142'
 DU2142'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 87-93
 DU2142'AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO SOUTH ON HIGHWAY
 DU2142'87-93, PASS THROUGH CHANDLER, FOR 13.53 MILES TO RIGGS ROAD,
 DU2142'CONTINUE SOUTH FOR 0.47 MILES TO THE STATION ON THE RIGHT.
 DU2142'
 DU2142'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2142
 DU2142                          STATION RECOVERY (1979)
 DU2142
 DU2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2142'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 DU2142'DESCRIBED.
 DU2142'
 DU2142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2142'6.2 MILES SOUTH OF CHANDLER.
 DU2142
 DU2142                          STATION RECOVERY (2006)
 DU2142
 DU2142'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2142'APPEARS TO HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0540 ***********************************************************************
 FS0540  DESIGNATION -  BOULDER
 FS0540  PID         -  FS0540
 FS0540  STATE/COUNTY-  AZ/MOHAVE
 FS0540  USGS QUAD   -  KINGMAN SE (1980)
 FS0540
 FS0540                         *CURRENT SURVEY CONTROL
 FS0540  ___________________________________________________________________
 FS0540* NAD 83(1992)-  35 07 08.59964(N)    114 06 51.16812(W)     ADJUSTED  
 FS0540* NAVD 88     -       879.524  (meters)    2885.57   (feet)  ADJUSTED  
 FS0540  ___________________________________________________________________
 FS0540  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 FS0540  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0540  DYNAMIC HT  -         878.504 (meters)    2882.23  (feet)  COMP
 FS0540  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0540
 FS0540  HORZ ORDER  -  SECOND
 FS0540  VERT ORDER  -  FIRST     CLASS II
 FS0540
 FS0540.The horizontal coordinates were established by classical geodetic methods
 FS0540.and adjusted by the National Geodetic Survey in August 1993..
 FS0540
 FS0540.The orthometric height was determined by differential leveling
 FS0540.and adjusted by the National Geodetic Survey in June 1991..
 FS0540
 FS0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0540
 FS0540.The geoid height was determined by GEOID03.
 FS0540
 FS0540.The dynamic height is computed by dividing the NAVD 88
 FS0540.geopotential number by the normal gravity value computed on the
 FS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0540.degrees latitude (g = 980.6199 gals.).
 FS0540
 FS0540.The modeled gravity was interpolated from observed gravity values.
 FS0540
 FS0540;                    North         East     Units Scale Factor Converg.
 FS0540;SPC AZ W     -   456,857.035   180,161.995   MT  0.99994691   -0 12 34.3
 FS0540;SPC AZ W     - 1,498,874.79    591,082.66   iFT  0.99994691   -0 12 34.3
 FS0540;UTM  11      - 3,890,057.902   762,988.721   MT  1.00045247   +1 39 39.9
 FS0540
 FS0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0540!SPC AZ W     -   0.99986650  x   0.99994691  =   0.99981342
 FS0540!UTM  11      -   0.99986650  x   1.00045247  =   1.00031891
 FS0540
 FS0540|---------------------------------------------------------------------|
 FS0540| PID    Reference Object                     Distance      Geod. Az  |
 FS0540|                                                           dddmmss.s |
 FS0540| FS0539 BOULDER RM 1                         23.520 METERS 12848     |
 FS0540| CC5240 HIGHWAY 66 STA 2242.8409                           1833000.6 |
 FS0540| CC6530 HIGHWAY 66 STA 2236+03                             1851646.4 |
 FS0540| FS0538 BOULDER RM 2                         11.210 METERS 31927     |
 FS0540|---------------------------------------------------------------------|
 FS0540
 FS0540                          SUPERSEDED SURVEY CONTROL
 FS0540
 FS0540  NAD 83(1986)-  35 07 08.60123(N)    114 06 51.16822(W) AD(       ) 2
 FS0540  NAD 27      -  35 07 08.59490(N)    114 06 48.33800(W) AD(       ) 2
 FS0540  NGVD 29 (??/??/92)  878.757  (m)         2883.06   (f) ADJ UNCH    1 2
 FS0540
 FS0540.Superseded values are not recommended for survey control.
 FS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0540.See file dsdata.txt to determine how the superseded data were derived.
 FS0540
 FS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6298990058(NAD 83)
 FS0540_MARKER: DE = TRAVERSE STATION DISK
 FS0540_SETTING: 80 = SET IN A BOULDER
 FS0540_SP_SET: BOULDER
 FS0540_STAMPING: BOULDER 1961
 FS0540_MARK LOGO: CGS   
 FS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0540+STABILITY: SURFACE MOTION
 FS0540
 FS0540  HISTORY     - Date     Condition        Report By
 FS0540  HISTORY     - 1961     MONUMENTED       CGS
 FS0540  HISTORY     - 1961     GOOD             CGS
 FS0540  HISTORY     - 1974     GOOD             NGS
 FS0540  HISTORY     - 1981     GOOD             AZDT
 FS0540  HISTORY     - 1981     GOOD             NGS
 FS0540
 FS0540                          STATION DESCRIPTION
 FS0540
 FS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS0540'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KINGMAN, ABOUT 0.15
 FS0540'MILE WEST OF U.S. HIGHWAY 66 AND ON THE EAST END OF A SMALL
 FS0540'ROCKY HILL THAT RUNS IN A EAST AND WEST DIRECTION.  THIS IS
 FS0540'THE HIGHEST HILL IN THE VICINITY.
 FS0540'
 FS0540'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 FS0540'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 FS0540'6.35 MILES TO MILE POST 43 AND END OF TRUCK TRAVEL.  FROM HERE
 FS0540'PACK SOUTHWEST UP HILL FOR 0.15 MILE TO TOP OF HILL AND STATION
 FS0540'AS DESCRIBED.
 FS0540'
 FS0540'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BOULDER 1961, IS
 FS0540'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH MEASURES
 FS0540'APPROXIMATELY 2 BY 3 FEET AND PROJECTS ABOUT 6 INCHES.  THE
 FS0540'MARK IS ON THE EASTERLY SIDE OF THE HILL.
 FS0540'
 FS0540'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BOULDER
 FS0540'NO 1 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FS0540'MEASURES APPROXIMATELY 3 BY 4 FEET AND PROJECTS ABOUT 6 INCHES
 FS0540'ON THE WEST SIDE AND 2 FEET ON THE EAST SIDE.  THE MARK IS
 FS0540'ABOUT 6 FEET LOWER THAN STATION.
 FS0540'
 FS0540'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BOULDER NO
 FS0540'2 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FS0540'MEASURES APPROXIMATELY 2 BY 2 FEET AND PROJECTS ABOUT 3 INCHES.
 FS0540'THE MARK IS ABOUT THE SAME ELEVATION AS STATION AND IS
 FS0540'WEST-NORTHWEST OF STATION MARK.
 FS0540'
 FS0540'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BENCH MARK BRONZE
 FS0540'DISK STAMPED ELEV. STA. 2765.63 -- 2242.8409 1949.  THE DISK IS
 FS0540'SET IN A DRILL HOLE IN THE CENTER ON EAST SIDE OF BRIDGE.  THE
 FS0540'MARK PROJECTS ABOUT 6 INCHES ABOVE THE BRIDGE FLOOR.
 FS0540'
 FS0540'TO REACH THE AZIMUTH MARK FROM MILE POST 43, GO SOUTHERLY ON
 FS0540'U.S. HIGHWAY 66 FOR 0.55 MILE TO BRIDGE AND AZIMUTH MARK ON
 FS0540'LEFT.
 FS0540'
 FS0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 FS0540
 FS0540                          STATION RECOVERY (1961)
 FS0540
 FS0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FS0540'6.8 MI SSW FROM KINGMAN.
 FS0540'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0540'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0540'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0540'IN THE TOP OF A 2 FOOT BY 3 FOOT BOULDER PROJECTING 5 INCHES,
 FS0540'6 FEET EAST OF A 3 FOOT PYRIMAD OF ROCKS.
 FS0540
 FS0540                          STATION RECOVERY (1974)
 FS0540
 FS0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS0540'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FS0540'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY
 FS0540'BRIDGE CONSTRUCTION AND A NEW ONE WAS ESTABLISHED AT THIS TIME.
 FS0540'OWING TO A STRONG WIND THE REFERENCE MARKS COULD NOT BE MEASURED
 FS0540'CORRECTLY, A CHECK WAS MADE TO REFERENCE MARK 2 ONLY.  THE ANGLES
 FS0540'TO THE REFERENCE MARKS CHECK VERY CLOSE TO THE 1961 VALUES.
 FS0540'THE ROUTE TO THE STATION REMAINS UNCHANGED AND THE DESCRIPTION
 FS0540'OF THE STATION AND REFERENCE MARKS IS ADEQUATE.
 FS0540'
 FS0540'THE 1974 AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK
 FS0540'STAMPED, STA 2236+03 ELV 2762.49 1974.  IT IS SET IN TOP CENTER
 FS0540'OF WHEEL GUARD ALONG THE PLANNED EAST BOULD LANE OF I-40.  THE
 FS0540'MARK IS 0.6 MILE SOUTH OF THE STATION ON THE LEFT SIDE OF THE
 FS0540'HIGHWAY.
 FS0540'
 FS0540'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS0540'
 FS0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FS0540'SOUTHWEST OF KINGMAN
 FS0540
 FS0540                          STATION RECOVERY (1981)
 FS0540
 FS0540'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0540'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS0540'DESCRIBED IN 1974.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS0540'
 FS0540'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS0540'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0540'US 66 FOR 2.3 MILES TO THE I 40 US HIGHWAY 93 INTERCHANGE.  TRAVEL
 FS0540'WEST ALONG I 40 FOR 4.6 MILES TO EXIT 44 WHICH IS OATMAN ROAD, TURN
 FS0540'RIGHT FOR 0.05 MILE THEN LEFT ALONG FRONTAGE ROAD FOR 1.35 MILE TO A
 FS0540'LOW CUT ON A SMALL HILL AND END OF TRUCK TRAVEL.  PACK WEST 150 FEET
 FS0540'TO TOP OF HILL AND STATION.
 FS0540
 FS0540                          STATION RECOVERY (1981)
 FS0540
 FS0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0540'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0540'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0540'A 2 BY 3 FOOT BOULDER, ON THE HIGHEST POINT OF A HILL, AT MILEPOST
 FS0540'43.
 FS0540'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 FS0540'THE MARK IS 6.1 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1884 ***********************************************************************
 DU1884  DESIGNATION -  BOULDER MTN
 DU1884  PID         -  DU1884
 DU1884  STATE/COUNTY-  AZ/MARICOPA
 DU1884  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU1884
 DU1884                         *CURRENT SURVEY CONTROL
 DU1884  ___________________________________________________________________
 DU1884* NAD 83(1992)-  33 30 06.64516(N)    111 08 38.39852(W)     ADJUSTED  
 DU1884* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 DU1884  ___________________________________________________________________
 DU1884  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 DU1884  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1884
 DU1884  HORZ ORDER  -  THIRD
 DU1884
 DU1884.The horizontal coordinates were established by classical geodetic methods
 DU1884.and adjusted by the National Geodetic Survey in August 1993..
 DU1884
 DU1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1884
 DU1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1884
 DU1884.The geoid height was determined by GEOID03.
 DU1884
 DU1884;                    North         East     Units Scale Factor Converg.
 DU1884;SPC AZ C     -   277,672.365   285,150.344   MT  0.99996352   +0 25 35.4
 DU1884;SPC AZ C     -   910,998.57    935,532.62   iFT  0.99996352   +0 25 35.4
 DU1884;SPC AZ E     -   277,832.676   122,553.013   MT  1.00000163   -0 32 22.2
 DU1884;SPC AZ E     -   911,524.53    402,076.81   iFT  1.00000163   -0 32 22.2
 DU1884;UTM  12      - 3,706,933.148   486,624.823   MT  0.99960221   -0 04 46.1
 DU1884
 DU1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1884!SPC AZ C     -   0.99973581  x   0.99996352  =   0.99969934
 DU1884!SPC AZ E     -   0.99973581  x   1.00000163  =   0.99973744
 DU1884!UTM  12      -   0.99973581  x   0.99960221  =   0.99933813
 DU1884
 DU1884|---------------------------------------------------------------------|
 DU1884| PID    Reference Object                     Distance      Geod. Az  |
 DU1884|                                                           dddmmss.s |
 DU1884| DU1909 BOULDER MTN RM 2                     12.161 METERS 08630     |
 DU1884| DU1897 MOUND MTN                           APPROX. 3.3 KM 1701825.3 |
 DU1884| DU1908 BOULDER MTN RM 1                      7.162 METERS 27755     |
 DU1884|---------------------------------------------------------------------|
 DU1884
 DU1884                          SUPERSEDED SURVEY CONTROL
 DU1884
 DU1884  NAD 83(1986)-  33 30 06.64136(N)    111 08 38.40016(W) AD(       ) 3
 DU1884  NGVD 29 (09/20/88) 1710.5    (m)         5612.     (f) VERT ANG       
 DU1884
 DU1884.Superseded values are not recommended for survey control.
 DU1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1884.See file dsdata.txt to determine how the superseded data were derived.
 DU1884
 DU1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8662506933(NAD 83)
 DU1884_MARKER: DS = TRIANGULATION STATION DISK
 DU1884_SETTING: 80 = SET IN A BOULDER
 DU1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1884+STABILITY: SURFACE MOTION
 DU1884
 DU1884  HISTORY     - Date     Condition        Report By
 DU1884  HISTORY     - 1946     MONUMENTED       USGS
 DU1884  HISTORY     - 1963     GOOD             USGS
 DU1884
 DU1884                          STATION DESCRIPTION
 DU1884
 DU1884'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1884'LOCATED ABOUT 1 MI NE. OF REEVIS RANCH.  ON PROMINENT,
 DU1884'BOULDER-COVERED RIDGE AT HIGHEST POINT TO S.
 DU1884'
 DU1884'TO REACH FROM REEVIS RANCH, FOLLOW CAMPAIGN CREEK TRAIL 1.5 MI E.
 DU1884'TO SADDLE IN LOW RIDGE BETWEEN REEVIS CREEK AND PINE CREEK.  CLIMB
 DU1884'LEFT (N.) TO SUMMIT AND STATION.  A 1-HOUR PACK WITH HORSES.
 DU1884'
 DU1884'STATION MARK--STANDARD TABLET STAMPED---BOULDER MTN 1946---,
 DU1884'CEMENTED IN BOULDER.
 DU1884'
 DU1884'RM 1--DRILL HOLE IN ROCK.
 DU1884'
 DU1884'RM 2--DRILL HOLE IN ROCK.
 DU1884
 DU1884                          STATION RECOVERY (1963)
 DU1884
 DU1884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1884'RECOVERED IN GOOD CONDITION.
 DU1884'
 DU1884'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0539 ***********************************************************************
 FS0539  DESIGNATION -  BOULDER RM 1
 FS0539  PID         -  FS0539
 FS0539  STATE/COUNTY-  AZ/MOHAVE
 FS0539  USGS QUAD   -  KINGMAN SE (1980)
 FS0539
 FS0539                         *CURRENT SURVEY CONTROL
 FS0539  ___________________________________________________________________
 FS0539* NAD 83(1986)-  35 07 08.     (N)    114 06 51.     (W)     SCALED    
 FS0539* NAVD 88     -       877.018  (meters)    2877.35   (feet)  ADJUSTED  
 FS0539  ___________________________________________________________________
 FS0539  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0539  DYNAMIC HT  -         876.000 (meters)    2874.01  (feet)  COMP
 FS0539  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0539
 FS0539  VERT ORDER  -  FIRST     CLASS II
 FS0539
 FS0539.The horizontal coordinates were scaled from a topographic map and have
 FS0539.an estimated accuracy of +/- 6 seconds.
 FS0539
 FS0539.The orthometric height was determined by differential leveling
 FS0539.and adjusted by the National Geodetic Survey in June 1991..
 FS0539
 FS0539.The geoid height was determined by GEOID03.
 FS0539
 FS0539.The dynamic height is computed by dividing the NAVD 88
 FS0539.geopotential number by the normal gravity value computed on the
 FS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0539.degrees latitude (g = 980.6199 gals.).
 FS0539
 FS0539.The modeled gravity was interpolated from observed gravity values.
 FS0539
 FS0539;                    North         East    Units  Estimated Accuracy
 FS0539;SPC AZ W     -   456,840.      180,170.      MT  (+/- 180 meters Scaled)
 FS0539
 FS0539                          SUPERSEDED SURVEY CONTROL
 FS0539
 FS0539  NGVD 29 (??/??/92)  876.249  (m)         2874.83   (f) ADJ UNCH    1 2
 FS0539
 FS0539.Superseded values are not recommended for survey control.
 FS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0539.See file dsdata.txt to determine how the superseded data were derived.
 FS0539
 FS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629900(NAD 83)
 FS0539_MARKER: DR = REFERENCE MARK DISK
 FS0539_SETTING: 80 = SET IN A BOULDER
 FS0539_SP_SET: BOULDER
 FS0539_STAMPING: BOULDER NO 1 1961
 FS0539_MARK LOGO: CGS   
 FS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0539+STABILITY: SURFACE MOTION
 FS0539
 FS0539  HISTORY     - Date     Condition        Report By
 FS0539  HISTORY     - 1961     MONUMENTED       CGS
 FS0539  HISTORY     - 1981     GOOD             NGS
 FS0539
 FS0539                          STATION DESCRIPTION
 FS0539
 FS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0539'6.8 MI SSW FROM KINGMAN.
 FS0539'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0539'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0539'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0539'IN THE TOP OF A 4 FOOT BY 4 FOOT BOULDER PROJECTING ABOUT 1.5
 FS0539'FEET, 83 FEET SOUTHEAST OF A 3 FOOT HIGH PYRIMAD OF ROCKS AND
 FS0539'77.2 FEET SOUTH EAST OF TRAVERSE STATION BOULDER.
 FS0539
 FS0539                          STATION RECOVERY (1981)
 FS0539
 FS0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0539'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0539'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT MILEPOST
 FS0539'43, 0.2 KM (0.1 MI) NORTHWEST OF THE HIGHWAY, ON TOP OF THE HIGHEST
 FS0539'POINT OF A HILL, IN TOP OF A 3 BY 4 FOOT BOULDER, 23.5 METERS
 FS0539'(77.2 FT) EAST OF STATION BOULDER.
 FS0539'THE MARK IS 4.9 M ABOVE A FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0538 ***********************************************************************
 FS0538  DESIGNATION -  BOULDER RM 2
 FS0538  PID         -  FS0538
 FS0538  STATE/COUNTY-  AZ/MOHAVE
 FS0538  USGS QUAD   -  KINGMAN SE (1980)
 FS0538
 FS0538                         *CURRENT SURVEY CONTROL
 FS0538  ___________________________________________________________________
 FS0538* NAD 83(1986)-  35 07 08.     (N)    114 06 51.     (W)     SCALED    
 FS0538* NAVD 88     -       879.609  (meters)    2885.85   (feet)  ADJUSTED  
 FS0538  ___________________________________________________________________
 FS0538  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0538  DYNAMIC HT  -         878.588 (meters)    2882.50  (feet)  COMP
 FS0538  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0538
 FS0538  VERT ORDER  -  FIRST     CLASS II
 FS0538
 FS0538.The horizontal coordinates were scaled from a topographic map and have
 FS0538.an estimated accuracy of +/- 6 seconds.
 FS0538
 FS0538.The orthometric height was determined by differential leveling
 FS0538.and adjusted by the National Geodetic Survey in June 1991..
 FS0538
 FS0538.The geoid height was determined by GEOID03.
 FS0538
 FS0538.The dynamic height is computed by dividing the NAVD 88
 FS0538.geopotential number by the normal gravity value computed on the
 FS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0538.degrees latitude (g = 980.6199 gals.).
 FS0538
 FS0538.The modeled gravity was interpolated from observed gravity values.
 FS0538
 FS0538;                    North         East    Units  Estimated Accuracy
 FS0538;SPC AZ W     -   456,840.      180,170.      MT  (+/- 180 meters Scaled)
 FS0538
 FS0538                          SUPERSEDED SURVEY CONTROL
 FS0538
 FS0538  NGVD 29 (??/??/92)  878.841  (m)         2883.33   (f) ADJ UNCH    1 2
 FS0538
 FS0538.Superseded values are not recommended for survey control.
 FS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0538.See file dsdata.txt to determine how the superseded data were derived.
 FS0538
 FS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629900(NAD 83)
 FS0538_MARKER: DR = REFERENCE MARK DISK
 FS0538_SETTING: 80 = SET IN A BOULDER
 FS0538_SP_SET: BOULDER
 FS0538_STAMPING: BOULDER NO 2 1961
 FS0538_MARK LOGO: CGS   
 FS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0538+STABILITY: SURFACE MOTION
 FS0538
 FS0538  HISTORY     - Date     Condition        Report By
 FS0538  HISTORY     - 1961     MONUMENTED       CGS
 FS0538  HISTORY     - 1981     GOOD             NGS
 FS0538
 FS0538                          STATION DESCRIPTION
 FS0538
 FS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0538'6.8 MI SSW FROM KINGMAN.
 FS0538'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0538'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0538'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0538'IN THE TOP OF A 2 FOOT BY 2 FOOT BOULDER PROJECTING ABOUT 3
 FS0538'INCHES, 31 FEET NORTHWEST OF A 3 FOOT HIGH PYRIMAD OF ROCKS AND
 FS0538'36.7 FEET NORTH WEST OF TRAVERSE STATION BOULDER.
 FS0538
 FS0538                          STATION RECOVERY (1981)
 FS0538
 FS0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0538'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0538'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT MILEPOST
 FS0538'43, 0.2 KM (0.1 MI) NORTHWEST OF THE HIGHWAY, ON TOP OF THE
 FS0538'HIGHEST POINT OF A HILL, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING
 FS0538'0.5 FOOT ABOVE THE GROUND, 11.3 METERS (36.7 FT) NORTHWEST OF THE
 FS0538'STATION.
 FS0538'THE MARK IS 6.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1398 ***********************************************************************
 DA1398  DESIGNATION -  BOUNDARY
 DA1398  PID         -  DA1398
 DA1398  STATE/COUNTY-  AZ/MARICOPA
 DA1398  USGS QUAD   -  AZTEC SE (1982)
 DA1398
 DA1398                         *CURRENT SURVEY CONTROL
 DA1398  ___________________________________________________________________
 DA1398* NAD 83(1992)-  32 50 17.36363(N)    113 20 01.54032(W)     ADJUSTED  
 DA1398* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 DA1398  ___________________________________________________________________
 DA1398  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1398  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1398
 DA1398  HORZ ORDER  -  FIRST
 DA1398
 DA1398.The horizontal coordinates were established by classical geodetic methods
 DA1398.and adjusted by the National Geodetic Survey in August 1993..
 DA1398
 DA1398.The orthometric height was scaled from a topographic map.
 DA1398
 DA1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1398
 DA1398.The geoid height was determined by GEOID03.
 DA1398
 DA1398;                    North         East     Units Scale Factor Converg.
 DA1398;SPC AZ C     -   204,694.171    80,694.356   MT  1.00011695   -0 46 06.8
 DA1398;SPC AZ C     -   671,568.80    264,745.26   iFT  1.00011695   -0 46 06.8
 DA1398;SPC AZ W     -   203,887.961   252,327.262   MT  0.99995205   +0 13 32.6
 DA1398;SPC AZ W     -   668,923.76    827,845.35   iFT  0.99995205   +0 13 32.6
 DA1398;UTM  12      - 3,635,758.330   281,567.524   MT  1.00018835   -1 15 57.7
 DA1398
 DA1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1398!SPC AZ C     -   0.99997888  x   1.00011695  =   1.00009583
 DA1398!SPC AZ W     -   0.99997888  x   0.99995205  =   0.99993093
 DA1398!UTM  12      -   0.99997888  x   1.00018835  =   1.00016723
 DA1398
 DA1398:                Primary Azimuth Mark                     Grid Az
 DA1398:SPC AZ C     -  LINE                                     000 46 15.3
 DA1398:SPC AZ W     -  LINE                                     359 46 35.9
 DA1398:UTM  12      -  LINE                                     001 16 06.2
 DA1398
 DA1398|---------------------------------------------------------------------|
 DA1398| PID    Reference Object                     Distance      Geod. Az  |
 DA1398|                                                           dddmmss.s |
 DA1398| DA1441 LINE                                APPROX. 1.9 KM 0000008.5 |
 DA1398| CH2783 T7S R11 10W SECS 6 7 12 CC                         26033     |
 DA1398| CH2784 BOUNDARY RM 2                        19.005 METERS 35119     |
 DA1398|---------------------------------------------------------------------|
 DA1398
 DA1398                          SUPERSEDED SURVEY CONTROL
 DA1398
 DA1398  NAD 83(1986)-  32 50 17.35814(N)    113 20 01.54642(W) AD(       ) 1
 DA1398  NAD 27      -  32 50 17.18200(N)    113 19 58.87300(W) AD(       ) 1
 DA1398
 DA1398.Superseded values are not recommended for survey control.
 DA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1398.See file dsdata.txt to determine how the superseded data were derived.
 DA1398
 DA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8156835758(NAD 83)
 DA1398_MARKER: DS = TRIANGULATION STATION DISK
 DA1398_SETTING: 0 = UNSPECIFIED SETTING
 DA1398
 DA1398  HISTORY     - Date     Condition        Report By
 DA1398  HISTORY     - 1934     MONUMENTED       CGS
 DA1398  HISTORY     - 1960     GOOD             CGS
 DA1398  HISTORY     - 1967     GOOD             AMS
 DA1398
 DA1398                          STATION DESCRIPTION
 DA1398
 DA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1398'STATION IS LOCATED EXACTLY OVER THE YUMA-MARICOPA COUNTY
 DA1398'LINE MONUMENT.
 DA1398'
 DA1398'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 DA1398'GALVANIZED PIPE ABOUT 5 FEET ABOVE THE CEMENT BASE BEARING
 DA1398'THE STEEL PLATE SET IN CONCRETE BEARING THE SIGN ON ONE SIDE
 DA1398'MARICOPA, THE OTHER SIDE READS YUMA AND THE S SIDE READS 1918.
 DA1398'
 DA1398'REFERENCE MARK NO. 1 IS A GENERAL LAND OFFICE MARKER.
 DA1398'
 DA1398'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 DA1398'DRILL HOLE IN OUTCROPPING BEDROCK.
 DA1398'
 DA1398'TO REACH FROM SENTINEL.  FOLLOW U.S. HIGHWAY 80 W FOR 7.0
 DA1398'MILES TO THE HIGHWAY SIGNS READING COUNTY LINE.  FROM HERE
 DA1398'TURN LEFT, AND GO TO THE RAILROAD FENCE WHERE THE MONUMENT
 DA1398'WILL BE FOUND.  SIZE 30- BY 30- BY 36 CONCRETE MONUMENT IS ABOUT
 DA1398'45 PACES DUE S OF THE CENTER OF THE HIGHWAY, AND ABOUT 25
 DA1398'PACES N OF THE CENTER OF THE RAILROAD TRACKS.
 DA1398
 DA1398                          STATION RECOVERY (1960)
 DA1398
 DA1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1398'THE STATION AND THE GLO MARKS WERE RECOVERED AS DESCRIBED
 DA1398'AND FOUND TO BE IN GOOD CONDITION, REFERENCE MARK 2 HAS BEEN
 DA1398'DESTROYED.  REFERENCE MARK 3 AND 4 WERE ESTABLISHED AND
 DA1398'REFERENCE MARK 3 WAS OCCUPIED AND SEPERATELY DESCRIBED.
 DA1398'
 DA1398'REFERENCE MARK NUMBERED 3 WAS OCCUPIED ECCENTRIC TO THE TRUE
 DA1398'STATION, AND TO PLACE UPON THE GROUND A STATION WHICH COULD
 DA1398'BE OCCUPIED.  THE ACCURACY OF THE REFERENCE MARK IS THAT OF THE
 DA1398'TRUE STATION.
 DA1398
 DA1398                          STATION RECOVERY (1967)
 DA1398
 DA1398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1398'THE STATION MARK, R.M. NO. 1, R.M. NO. 3, R.M. NO. 4 AND THE
 DA1398'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 DA1398'
 DA1398'THE TO REACH DESCRIPTION TO STATION IS ADEQUATE.
 DA1398'
 DA1398'R.M. NO. 2 WAS NOT RECOVERED AFTER THOROUGH SEARCH IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1053 ***********************************************************************
 ET1053  DESIGNATION -  BOUNDARY BARLOW MON 1
 ET1053  PID         -  ET1053
 ET1053  STATE/COUNTY-  AZ/YAVAPAI
 ET1053  USGS QUAD   -  SMITH PEAK (1967)
 ET1053
 ET1053                         *CURRENT SURVEY CONTROL
 ET1053  ___________________________________________________________________
 ET1053* NAD 83(1992)-  34 00 01.12484(N)    113 20 01.50513(W)     ADJUSTED  
 ET1053* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 ET1053  ___________________________________________________________________
 ET1053  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 ET1053  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET1053
 ET1053  HORZ ORDER  -  SECOND
 ET1053
 ET1053.The horizontal coordinates were established by classical geodetic methods
 ET1053.and adjusted by the National Geodetic Survey in August 1993..
 ET1053
 ET1053.The orthometric height was scaled from a topographic map.
 ET1053
 ET1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1053
 ET1053.The geoid height was determined by GEOID03.
 ET1053
 ET1053;                    North         East     Units Scale Factor Converg.
 ET1053;SPC AZ C     -   333,593.882    82,451.457   MT  1.00011119   -0 47 33.2
 ET1053;SPC AZ C     - 1,094,468.12    270,510.03   iFT  1.00011119   -0 47 33.2
 ET1053;SPC AZ W     -   332,777.703   251,812.459   MT  0.99995155   +0 13 58.0
 ET1053;SPC AZ W     - 1,091,790.36    826,156.36   iFT  0.99995155   +0 13 58.0
 ET1053;UTM  12      - 3,764,646.101   284,461.398   MT  1.00017272   -1 18 19.9
 ET1053
 ET1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1053!SPC AZ C     -   0.99989644  x   1.00011119  =   1.00000762
 ET1053!SPC AZ W     -   0.99989644  x   0.99995155  =   0.99984800
 ET1053!UTM  12      -   0.99989644  x   1.00017272  =   1.00006915
 ET1053
 ET1053                          SUPERSEDED SURVEY CONTROL
 ET1053
 ET1053  NAD 83(1986)-  34 00 01.12453(N)    113 20 01.50824(W) AD(       ) 2
 ET1053  NAD 27      -  34 00 01.02200(N)    113 19 58.79400(W) AD(       ) 2
 ET1053
 ET1053.Superseded values are not recommended for survey control.
 ET1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1053.See file dsdata.txt to determine how the superseded data were derived.
 ET1053
 ET1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8446164646(NAD 83)
 ET1053_MARKER: I = METAL ROD
 ET1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1053+STABILITY: SURFACE MOTION
 ET1053
 ET1053  HISTORY     - Date     Condition        Report By
 ET1053  HISTORY     - 1944     MONUMENTED       CGS
 ET1053
 ET1053                          STATION DESCRIPTION
 ET1053
 ET1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1053'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, IN LOW
 ET1053'SANDY DESERT COUNTRY, ABOUT 7 FEET W OF TRIANGULATION STATION
 ET1053'INITIAL MONUMENT, AND ABOUT 148 FEET N OF THE YAVAPAI-MARICOPA
 ET1053'COUNTY LINE.  STATION IS IN A CONCRETE COUNTY-LINE MONUMENT
 ET1053'AND IS MARKED BY A 4-INCH STEEL PIPE PROJECTING ABOUT 6 FEET
 ET1053'ABOVE THE MONUMENT.  THE CONCRETE BLOCK BEARS A BRONZE PLATE
 ET1053'MARKED YUMA COUNTY 1918.
 ET1053'
 ET1053'STATION IS REFERENCE MARK 1 FOR INITIAL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0991 ***********************************************************************
 CG0991  DESIGNATION -  BOUNDARY CNTY COCHISE PIMA
 CG0991  PID         -  CG0991
 CG0991  STATE/COUNTY-  AZ/PIMA
 CG0991  USGS QUAD   -  MESCAL (1983)
 CG0991
 CG0991                         *CURRENT SURVEY CONTROL
 CG0991  ___________________________________________________________________
 CG0991* NAD 83(1992)-  31 57 46.60586(N)    110 27 04.68105(W)     ADJUSTED  
 CG0991* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 CG0991  ___________________________________________________________________
 CG0991  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG0991  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0991
 CG0991  HORZ ORDER  -  SECOND
 CG0991
 CG0991.The horizontal coordinates were established by classical geodetic methods
 CG0991.and adjusted by the National Geodetic Survey in August 1993..
 CG0991.No horizontal observational check was made to the station.
 CG0991
 CG0991.The orthometric height was scaled from a topographic map.
 CG0991
 CG0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0991
 CG0991.The geoid height was determined by GEOID03.
 CG0991
 CG0991;                    North         East     Units Scale Factor Converg.
 CG0991;SPC AZ C     -   107,696.454   351,875.567   MT  1.00013655   +0 46 33.0
 CG0991;SPC AZ C     -   353,334.82  1,154,447.40   iFT  1.00013655   +0 46 33.0
 CG0991;SPC AZ E     -   106,794.030   186,455.905   MT  0.99990892   -0 09 02.4
 CG0991;SPC AZ E     -   350,374.11    611,731.97   iFT  0.99990892   -0 09 02.4
 CG0991;UTM  12      - 3,536,459.985   551,848.803   MT  0.99963315   +0 17 25.7
 CG0991
 CG0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0991!SPC AZ C     -   0.99980565  x   1.00013655  =   0.99994218
 CG0991!SPC AZ E     -   0.99980565  x   0.99990892  =   0.99971459
 CG0991!UTM  12      -   0.99980565  x   0.99963315  =   0.99943888
 CG0991
 CG0991                          SUPERSEDED SURVEY CONTROL
 CG0991
 CG0991  NAD 83(1986)-  31 57 46.60074(N)    110 27 04.67920(W) AD(       ) 2
 CG0991  NAD 27      -  31 57 46.31500(N)    110 27 02.41900(W) AD(       ) 2
 CG0991
 CG0991.Superseded values are not recommended for survey control.
 CG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0991.See file dsdata.txt to determine how the superseded data were derived.
 CG0991
 CG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5184936460(NAD 83)
 CG0991_MARKER: Z = SEE DESCRIPTION
 CG0991_SETTING: 80 = SET IN A BOULDER
 CG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0991+STABILITY: SURFACE MOTION
 CG0991
 CG0991  HISTORY     - Date     Condition        Report By
 CG0991  HISTORY     - 1935     MONUMENTED       CGS
 CG0991
 CG0991                          STATION DESCRIPTION
 CG0991
 CG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0991'THE COUNTY BOUNDARY MARK IS A BURIED SANDSTONE BOULDER WITH A
 CG0991'CROSS MARKED IN ITS TOP, TO THE SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1112 ***********************************************************************
 CY1112  DESIGNATION -  BOUNDARY CNTY GREENLEE AT RHY
 CY1112  PID         -  CY1112
 CY1112  STATE/COUNTY-  AZ/GRAHAM
 CY1112  USGS QUAD   -  ASH PEAK (1986)
 CY1112
 CY1112                         *CURRENT SURVEY CONTROL
 CY1112  ___________________________________________________________________
 CY1112* NAD 83(1992)-  32 48 00.03154(N)    109 17 37.42160(W)     ADJUSTED  
 CY1112* NAVD 88     -      1604.6    (meters)    5264.     (feet)  VERTCON   
 CY1112  ___________________________________________________________________
 CY1112  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CY1112  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CY1112
 CY1112  HORZ ORDER  -  SECOND
 CY1112
 CY1112.The horizontal coordinates were established by classical geodetic methods
 CY1112.and adjusted by the National Geodetic Survey in August 1993..
 CY1112
 CY1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1112
 CY1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1112
 CY1112.The geoid height was determined by GEOID03.
 CY1112
 CY1112;                    North         East     Units Scale Factor Converg.
 CY1112;SPC AZ E     -   199,911.588   295,115.594   MT  0.99998239   +0 28 22.5
 CY1112;SPC AZ E     -   655,877.91    968,227.01   iFT  0.99998239   +0 28 22.5
 CY1112;UTM  12      - 3,630,405.126   659,761.261   MT  0.99991472   +0 55 28.2
 CY1112
 CY1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1112!SPC AZ E     -   0.99975222  x   0.99998239  =   0.99973461
 CY1112!UTM  12      -   0.99975222  x   0.99991472  =   0.99966696
 CY1112
 CY1112|---------------------------------------------------------------------|
 CY1112| PID    Reference Object                     Distance      Geod. Az  |
 CY1112|                                                           dddmmss.s |
 CY1112| CY1113 RHY                                  56.439 METERS 23033     |
 CY1112| CY1117 CO LINE MK FD                       APPROX. 6.0 KM 3215143.0 |
 CY1112|---------------------------------------------------------------------|
 CY1112
 CY1112                          SUPERSEDED SURVEY CONTROL
 CY1112
 CY1112  NAD 83(1986)-  32 48 00.02719(N)    109 17 37.41852(W) AD(       ) 2
 CY1112  NAD 27      -  32 47 59.78586(N)    109 17 35.17387(W) AD(       ) 2
 CY1112  NGVD 29 (07/19/86) 1603.9    (m)         5262.     (f) VERT ANG       
 CY1112
 CY1112.Superseded values are not recommended for survey control.
 CY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1112.See file dsdata.txt to determine how the superseded data were derived.
 CY1112
 CY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5976130405(NAD 83)
 CY1112_MARKER: X = CHISELED CROSS
 CY1112_SETTING: 0 = UNSPECIFIED SETTING
 CY1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1112
 CY1112  HISTORY     - Date     Condition        Report By
 CY1112  HISTORY     - 1976     MONUMENTED       AZDT
 CY1112
 CY1112                          STATION DESCRIPTION
 CY1112
 CY1112'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1112'NO R.M.S
 CY1112'
 CY1112'THE STATION IS ABOUT 24.5 MILES EAST-SOUTHEAST OF SAFFORD, 17.5
 CY1112'MILES SOUTH OF CLIFTON, 1.25 MILES NORTH OF U.S. HWY. 70 ON TOP OF A
 CY1112'RIDGE ON RHYOLITE PEAK AND ABOUT 225 FEET NORTH NORTHEAST OF
 CY1112'STATION RHY ADOT.
 CY1112'
 CY1112'THE STATION IS A SMALL CROSS SCRATCHED ON A ROCK AND ENCIRCLED
 CY1112'BY A 2 FOOT HIGH RING OF ROCKS.  THIS STATION IS A QUESTIONABLE
 CY1112'COUNTY LINE MARK.
 CY1112'
 CY1112'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0943 ***********************************************************************
 EU0943  DESIGNATION -  BOUNDARY CONE
 EU0943  PID         -  EU0943
 EU0943  STATE/COUNTY-  AZ/MOHAVE
 EU0943  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0943
 EU0943                         *CURRENT SURVEY CONTROL
 EU0943  ___________________________________________________________________
 EU0943* NAD 83(1992)-  34 59 01.63954(N)    114 24 56.39546(W)     ADJUSTED  
 EU0943* NAVD 88     -                                                        
 EU0943  ___________________________________________________________________
 EU0943  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 EU0943  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EU0943
 EU0943  HORZ ORDER  -  THIRD
 EU0943
 EU0943.The horizontal coordinates were established by classical geodetic methods
 EU0943.and adjusted by the National Geodetic Survey in August 1993..
 EU0943
 EU0943
 EU0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0943
 EU0943.The geoid height was determined by GEOID03.
 EU0943
 EU0943;                    North         East     Units Scale Factor Converg.
 EU0943;SPC AZ W     -   441,993.065   152,584.221   MT  0.99997884   -0 22 54.0
 EU0943;SPC AZ W     - 1,450,108.48    500,604.40   iFT  0.99997884   -0 22 54.0
 EU0943;UTM  11      - 3,874,296.792   735,898.935   MT  1.00028590   +1 28 56.6
 EU0943
 EU0943                          SUPERSEDED SURVEY CONTROL
 EU0943
 EU0943  NAD 83(1986)-  34 59 01.64340(N)    114 24 56.39599(W) AD(       ) 4
 EU0943  NAD 27      -  34 59 01.63300(N)    114 24 53.54200(W) AD(       ) 3
 EU0943
 EU0943.Superseded values are not recommended for survey control.
 EU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0943.See file dsdata.txt to determine how the superseded data were derived.
 EU0943
 EU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3589974297(NAD 83)
 EU0943_MARKER: 72 = CAIRN
 EU0943
 EU0943  HISTORY     - Date     Condition        Report By
 EU0943  HISTORY     - 1935     FIRST OBSERVED   CGS
 EU0943
 EU0943                          STATION DESCRIPTION
 EU0943
 EU0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0943'STATION MARK IS CAIRN.  THE CAIRN IS ABOUT 15 MILES NE OF THE
 EU0943'TOWN OF NEEDLES AND ABOUT 13 MILES A LITTLE S OF E OF THE
 EU0943'COLORADO RIVER AT THE POINT WHERE THE NEVADA - CALIFORNIA LINE
 EU0943'REACHES THE RIVER AND DIRECTLY E OF U.S. HIGHWAY 66.
 EU0943'
 EU0943'THE STATION IS ON THE TOP OF A PILLAR-LIKE FORMATION, EXTREMELY
 EU0943'PROMINENT.
 EU0943'
 EU0943'THIS OBJECT CUT IN BY INTERSECTION, THIRD-ORDER ACCURACY.
 EU0943'
 EU0943'ELEVATION ABOUT 3429.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1906 ***********************************************************************
 DV1906  DESIGNATION -  BOUNDARY COR 1 MARICOPA YAVAPAI
 DV1906  PID         -  DV1906
 DV1906  STATE/COUNTY-  AZ/LA PAZ
 DV1906  USGS QUAD   -  GLADDEN (1989)
 DV1906
 DV1906                         *CURRENT SURVEY CONTROL
 DV1906  ___________________________________________________________________
 DV1906* NAD 83(1992)-  33 59 59.66087(N)    113 20 01.46380(W)     ADJUSTED  
 DV1906* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 DV1906  ___________________________________________________________________
 DV1906  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DV1906  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV1906
 DV1906  HORZ ORDER  -  SECOND
 DV1906
 DV1906.The horizontal coordinates were established by classical geodetic methods
 DV1906.and adjusted by the National Geodetic Survey in June 1998..
 DV1906
 DV1906.The orthometric height was scaled from a topographic map.
 DV1906
 DV1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1906
 DV1906.The geoid height was determined by GEOID03.
 DV1906
 DV1906;                    North         East     Units Scale Factor Converg.
 DV1906;SPC AZ W     -   332,732.603   251,813.703   MT  0.99995155   +0 13 58.0
 DV1906;SPC AZ W     - 1,091,642.40    826,160.44   iFT  0.99995155   +0 13 58.0
 DV1906;SPC AZ C     -   333,548.759    82,451.894   MT  1.00011119   -0 47 33.1
 DV1906;SPC AZ C     - 1,094,320.08    270,511.46   iFT  1.00011119   -0 47 33.1
 DV1906;UTM  12      - 3,764,600.973   284,461.431   MT  1.00017272   -1 18 19.8
 DV1906
 DV1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1906!SPC AZ W     -   0.99989676  x   0.99995155  =   0.99984831
 DV1906!SPC AZ C     -   0.99989676  x   1.00011119  =   1.00000794
 DV1906!UTM  12      -   0.99989676  x   1.00017272  =   1.00006946
 DV1906
 DV1906                          SUPERSEDED SURVEY CONTROL
 DV1906
 DV1906  NAD 83(1992)-  33 59 59.66087(N)    113 20 01.46380(W) AD(       ) 2
 DV1906  NAD 83(1986)-  33 59 59.66043(N)    113 20 01.46692(W) AD(       ) 2
 DV1906  NAD 27      -  33 59 59.55800(N)    113 19 58.75200(W) AD(       ) 2
 DV1906
 DV1906.Superseded values are not recommended for survey control.
 DV1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1906.See file dsdata.txt to determine how the superseded data were derived.
 DV1906
 DV1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8446164601(NAD 83)
 DV1906_MARKER: I = METAL ROD
 DV1906_SETTING: 0 = UNSPECIFIED SETTING
 DV1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1906
 DV1906  HISTORY     - Date     Condition        Report By
 DV1906  HISTORY     - 1944     MONUMENTED       CGS
 DV1906  HISTORY     - 1962     GOOD             USGS
 DV1906
 DV1906                          STATION DESCRIPTION
 DV1906
 DV1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV1906'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, IN
 DV1906'LOW SANDY DESERT COUNTRY, ABOUT 148 FEET S OF YUMA COUNTY
 DV1906'MARK = INITIAL MONUMENT R.M. 1, AND ABOUT 7 FEET W AND 148
 DV1906'FEET S OF TRIANGULATION STATION INITIAL MONUMENT.
 DV1906'
 DV1906'STATION IS A PIPE SET IN AND PROJECTING ABOVE A CONCRETE MONUMENT
 DV1906'MARKED MARICOPA COUNTY 1924, YAVAPAI COUNTY 1924, COR. NO. 1,
 DV1906'LAT. 34 DEG 00 MIN 00 SEC LONG. 113 DEG 20 MIN 00 SE
 DV1906
 DV1906                          STATION RECOVERY (1962)
 DV1906
 DV1906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DV1906'REACHED FROM AGUILA BY FOLLOWING DIRECTIONS TO INITIAL MONUMENT.
 DV1906'STATION IS 149 FEET SOUTH OF INITIAL MONUMENT.  TRUCK CAN
 DV1906'BE DRIVEN TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2220 ***********************************************************************
 DV2220  DESIGNATION -  BOUNDARY COR 6 MARICOPA YAVAPAI CNTY
 DV2220  PID         -  DV2220
 DV2220  STATE/COUNTY-  AZ/YAVAPAI
 DV2220  USGS QUAD   -  OUTLAW HILL (1990)
 DV2220
 DV2220                         *CURRENT SURVEY CONTROL
 DV2220  ___________________________________________________________________
 DV2220* NAD 83(1992)-  33 59 59.67236(N)    112 56 53.47234(W)     ADJUSTED  
 DV2220* NAVD 88     -       743.5    (meters)    2439.     (feet)  VERTCON   
 DV2220  ___________________________________________________________________
 DV2220  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV2220  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2220
 DV2220  HORZ ORDER  -  SECOND
 DV2220
 DV2220.The horizontal coordinates were established by classical geodetic methods
 DV2220.and adjusted by the National Geodetic Survey in August 1993..
 DV2220
 DV2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2220
 DV2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2220
 DV2220.The geoid height was determined by GEOID03.
 DV2220
 DV2220;                    North         East     Units Scale Factor Converg.
 DV2220;SPC AZ C     -   333,123.443   118,070.720   MT  1.00001190   -0 34 36.7
 DV2220;SPC AZ C     - 1,092,924.68    387,371.13   iFT  1.00001190   -0 34 36.7
 DV2220;UTM  12      - 3,763,856.801   320,075.890   MT  0.99999908   -1 05 22.9
 DV2220
 DV2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2220!SPC AZ C     -   0.99988794  x   1.00001190  =   0.99989984
 DV2220!UTM  12      -   0.99988794  x   0.99999908  =   0.99988702
 DV2220
 DV2220:                Primary Azimuth Mark                     Grid Az
 DV2220:SPC AZ C     -  CORRAL                                   098 46 22.5
 DV2220:UTM  12      -  CORRAL                                   099 17 08.7
 DV2220
 DV2220|---------------------------------------------------------------------|
 DV2220| PID    Reference Object                     Distance      Geod. Az  |
 DV2220|                                                           dddmmss.s |
 DV2220| DV2218 CORRAL                              420.549 METERS 0981145.8 |
 DV2220| DV2219 CORRAL RM 1                         434.756 METERS 0994443.1 |
 DV2220|---------------------------------------------------------------------|
 DV2220
 DV2220                          SUPERSEDED SURVEY CONTROL
 DV2220
 DV2220  NAD 83(1986)-  33 59 59.67145(N)    112 56 53.47442(W) AD(       ) 2
 DV2220  NAD 27      -  33 59 59.56915(N)    112 56 50.81986(W) AD(       ) 2
 DV2220  NGVD 29 (07/19/86)  742.8    (m)         2437.     (f) VERT ANG       
 DV2220
 DV2220.Superseded values are not recommended for survey control.
 DV2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2220.See file dsdata.txt to determine how the superseded data were derived.
 DV2220
 DV2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2007663857(NAD 83)
 DV2220_MARKER: DD = SURVEY DISK
 DV2220_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DV2220_SP_SET: OBJECT IMBEDDED IN GROUND
 DV2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2220
 DV2220  HISTORY     - Date     Condition        Report By
 DV2220  HISTORY     - 1924     MONUMENTED       LOCSUR
 DV2220
 DV2220                          STATION DESCRIPTION
 DV2220
 DV2220'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1924 (T)
 DV2220'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 12.4 MILES WEST OF
 DV2220'WICKENBURG ALONG THE MARICOPA YAVAPAI COUNTY LINE.
 DV2220'
 DV2220'THE STATION IS A TRIANGULAR SHAPED MONUMENT ABOUT 2 FEET HIGH WITH A
 DV2220'PIPE SET IN TOP.  IT HAS A BRONZE PLATE WITH RAISED LETTERS ON NORTH
 DV2220'SIDE WHICH READ YAVAPAI COUNTY 1924.  A BRONZE PLATE ON SOUTH SIDE
 DV2220'READ MARICOPA COUNTY 1924.  ATACHED PLATE ON WEST SIDE READS,
 DV2220'LAT. 34 00 00 N  W.36700.7 FT TO COR. NO5  E. 9113.0 FT TO COR NO7.
 DV2220'
 DV2220'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2220'WICKENBURG TRAVEL WEST ON US 60 FOR 10.05 MILES TO A SIDE ROAD RIGHT,
 DV2220'TURN RIGHT AND TRAVEL 4.35 MILES TO RAILROAD TRACKS, PASS THROUGH GATE
 DV2220'AND CROSS TRACKS AND PASS THROUGH ANOTHER GATE, TURN LEFT AND FOLLOW
 DV2220'TRAIL 2.3 MILES TO DIM TRACKS ON RIGHT. TURN SHARP RIGHT FOR 0.25 MILE
 DV2220'TO TRIANGULATION STATION CORRAL.  TURN LEFT AT STATION CORRAL AND
 DV2220'TRAVEL 0.3 MILE WEST TO CORNER NUMBER 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1003 ***********************************************************************
 CG1003  DESIGNATION -  BOUNDARY MON 115 MX US
 CG1003  PID         -  CG1003
 CG1003  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1003  USGS QUAD   -  DUQUESNE (1982)
 CG1003
 CG1003                         *CURRENT SURVEY CONTROL
 CG1003  ___________________________________________________________________
 CG1003* NAD 83(1992)-  31 20 00.25448(N)    110 44 38.58258(W)     ADJUSTED  
 CG1003* NAVD 88     -      1680.     (meters)    5512.     (feet)  SCALED    
 CG1003  ___________________________________________________________________
 CG1003  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 CG1003  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CG1003
 CG1003  HORZ ORDER  -  SECOND
 CG1003
 CG1003.The horizontal coordinates were established by classical geodetic methods
 CG1003.and adjusted by the National Geodetic Survey in August 1993..
 CG1003
 CG1003.The orthometric height was scaled from a topographic map.
 CG1003
 CG1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1003
 CG1003.The geoid height was determined by GEOID03.
 CG1003
 CG1003;                    North         East     Units Scale Factor Converg.
 CG1003;SPC AZ C     -    37,555.450   324,950.739   MT  1.00005355   +0 36 35.4
 CG1003;SPC AZ C     -   123,213.42  1,066,111.35   iFT  1.00005355   +0 36 35.4
 CG1003;UTM  12      - 3,466,580.712   524,349.082   MT  0.99960731   +0 07 59.2
 CG1003
 CG1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1003!SPC AZ C     -   0.99974081  x   1.00005355  =   0.99979435
 CG1003!UTM  12      -   0.99974081  x   0.99960731  =   0.99934822
 CG1003
 CG1003                          SUPERSEDED SURVEY CONTROL
 CG1003
 CG1003  NAD 83(1986)-  31 20 00.24085(N)    110 44 38.57611(W) AD(       ) 2
 CG1003  NAD 27      -  31 19 59.87900(N)    110 44 36.27800(W) AD(       ) 2
 CG1003
 CG1003.Superseded values are not recommended for survey control.
 CG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1003.See file dsdata.txt to determine how the superseded data were derived.
 CG1003
 CG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV2434966581(NAD 83)
 CG1003_MARKER: 71 = BOUNDARY MONUMENT
 CG1003
 CG1003  HISTORY     - Date     Condition        Report By
 CG1003  HISTORY     - 1936     FIRST OBSERVED   CGS
 CG1003
 CG1003                          STATION DESCRIPTION
 CG1003
 CG1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CG1003'MONUMENT NO. 115 IS ON A PROMINENT, BARE, ROCKY RIDGE, ABOUT 300 YARDS
 CG1003'SE OF THE HIGHEST POINT, ABOUT 50 YARDS N OF A BIG SADDLE, AT A WIRE
 CG1003'FENCE CORNER.  THE MONUMENT IS CONSTRUCTED OF HOLLOW IRON, ABOUT
 CG1003'8 INCHES SQUARE AT THE TOP AND COMING TO A POINT AT THE TIP,
 CG1003'SET ON A CONCRETE BASE.  THE MONUMENT IS PAINTED SILVER COLOR
 CG1003'AND STANDS ABOUT 7 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1008 ***********************************************************************
 CG1008  DESIGNATION -  BOUNDARY MON 117 MX US
 CG1008  PID         -  CG1008
 CG1008  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1008  USGS QUAD   -  KINO SPRINGS (1981)
 CG1008
 CG1008                         *CURRENT SURVEY CONTROL
 CG1008  ___________________________________________________________________
 CG1008* NAD 83(1992)-  31 20 01.25372(N)    110 49 41.37354(W)     ADJUSTED  
 CG1008* NAVD 88     -      1198.9    (meters)    3933.     (feet)  VERTCON   
 CG1008  ___________________________________________________________________
 CG1008  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 CG1008  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CG1008
 CG1008  HORZ ORDER  -  THIRD
 CG1008
 CG1008.The horizontal coordinates were established by classical geodetic methods
 CG1008.and adjusted by the National Geodetic Survey in August 1993..
 CG1008
 CG1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1008
 CG1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1008
 CG1008.The geoid height was determined by GEOID03.
 CG1008
 CG1008;                    North         East     Units Scale Factor Converg.
 CG1008;SPC AZ C     -    37,504.079   316,945.867   MT  1.00003231   +0 33 58.0
 CG1008;SPC AZ C     -   123,044.88  1,039,848.65   iFT  1.00003231   +0 33 58.0
 CG1008;UTM  12      - 3,466,595.941   516,347.563   MT  0.99960330   +0 05 21.7
 CG1008
 CG1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1008!SPC AZ C     -   0.99981636  x   1.00003231  =   0.99984867
 CG1008!UTM  12      -   0.99981636  x   0.99960330  =   0.99941974
 CG1008
 CG1008|---------------------------------------------------------------------|
 CG1008| PID    Reference Object                     Distance      Geod. Az  |
 CG1008|                                                           dddmmss.s |
 CG1008| CC6026 BOUNDARY MON 117 RM 1                20.575 METERS 02414     |
 CG1008| CC6025 BOUNDARY MON 117 AZ MK                             0870521.5 |
 CG1008| CC6139 BOUNDARY MON 116 MX US                             0901159.1 |
 CG1008| CC6027 BOUNDARY MON 117 RM 2                23.004 METERS 32242     |
 CG1008|---------------------------------------------------------------------|
 CG1008
 CG1008                          SUPERSEDED SURVEY CONTROL
 CG1008
 CG1008  NAD 83(1986)-  31 20 01.23963(N)    110 49 41.36752(W) AD(       ) 3
 CG1008  NAD 27      -  31 20 00.87600(N)    110 49 39.06100(W) AD(       ) 3
 CG1008  NGVD 29 (07/19/86) 1198.0    (m)         3930.     (f) VERT ANG       
 CG1008
 CG1008.Superseded values are not recommended for survey control.
 CG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1008.See file dsdata.txt to determine how the superseded data were derived.
 CG1008
 CG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1634866596(NAD 83)
 CG1008_MARKER: 71 = BOUNDARY MONUMENT
 CG1008
 CG1008  HISTORY     - Date     Condition        Report By
 CG1008  HISTORY     - 1936     FIRST OBSERVED   CGS
 CG1008
 CG1008                          STATION DESCRIPTION
 CG1008
 CG1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1008'A METAL BOUNDARY MARKER OF THE U.S.- MEXICO BORDER, ABOUT 7
 CG1008'MILES E OF NOGALES, 1/2 MILE SE OF THE BUENA VISTA RANCH
 CG1008'BUILDINGS, ON THE CREST OF THE FIRST RIDGE E OF THE SANTA
 CG1008'CRUZ RIVER, 62 FT. S OF STRAND WIRE FENCE, A CAST IRON BOUNDARY
 CG1008'MONUMENT ABOUT 7 FEET HIGH, BOLTED TO A CONCRETE BASE, HAVING
 CG1008'THE RAISED NUMERALS 117 ON ITS E FACE.  THE INSTRUMENT WAS
 CG1008'MOUNTED OVER THE TIP OF THE MONUMENT.
 CG1008'
 CG1008'R.M. NO. 1 IS NNE OF THE MONUMENT, ON THE FENCE LINE.  R.M. NO.
 CG1008'2 IS NW OF THE MONUMENT, ON THE FENCE LINE.  THE AZIMUTH MARK
 CG1008'IS APPROXIMATELY 0.3 MILE E OF THE MONUMENT, ALONG THE FENCE
 CG1008'LINE, ON THE CREST OF THE THIRD SHALLOW RIDGE CREST E OF THE
 CG1008'STATION, JUST S OF THE FENCE.
 CG1008'
 CG1008'TO REACH THE STATION FROM THE POST OFFICE AT NOGALES, GO NE ON
 CG1008'STATE ROUTE 83 FOR 7.0 MILES AND TURN RIGHT THROUGH CATTLE
 CG1008'GUARD ON GRADED ROAD AT SMALL BRICK SCHOOL ON THE RIGHT, THENCE
 CG1008'3.6 MILES, OR 0.4 MILE PAST CATTLE GUARD, AND TURN RIGHT, SW,
 CG1008'ON TRACK ROAD, THENCE 2.2 MILES AND KEEP MAIN LEFT FORK, THENCE
 CG1008'0.5 MILE, OR 0.2 MILE BEFORE REACHING BUNEA VISTA RANCH
 CG1008'BUILDINGS, AND TURN LEFT ON DIM TRACK ALONG CREST OF RIDGE,
 CG1008'THENCE SE ALONG CREST OF RIDGE FOR 1.2 MILES AND TURN
 CG1008'RIGHT ALONG CROSS RIDGE AT SMALL STONE CAIRN ON LEFT, THENCE
 CG1008'0.6 MILE TO FENCE LINE AND THE BOUNDARY MONUMENT 62 FEET S.
 CG1008'
 CG1008'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1030 ***********************************************************************
 CG1030  DESIGNATION -  BOUNDARY MON 119 ECC
 CG1030  PID         -  CG1030
 CG1030  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1030  USGS QUAD   -  NOGALES (1981)
 CG1030
 CG1030                         *CURRENT SURVEY CONTROL
 CG1030  ___________________________________________________________________
 CG1030* NAD 83(1992)-  31 20 01.50461(N)    110 54 05.78755(W)     ADJUSTED  
 CG1030* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 CG1030  ___________________________________________________________________
 CG1030  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CG1030  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CG1030
 CG1030  HORZ ORDER  -  SECOND
 CG1030
 CG1030.The horizontal coordinates were established by classical geodetic methods
 CG1030.and adjusted by the National Geodetic Survey in August 1993..
 CG1030
 CG1030.The orthometric height was scaled from a topographic map.
 CG1030
 CG1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1030
 CG1030.The geoid height was determined by GEOID03.
 CG1030
 CG1030;                    North         East     Units Scale Factor Converg.
 CG1030;SPC AZ C     -    37,445.072   309,955.865   MT  1.00001505   +0 31 40.4
 CG1030;SPC AZ C     -   122,851.29  1,016,915.57   iFT  1.00001505   +0 31 40.4
 CG1030;UTM  12      - 3,466,595.097   509,360.258   MT  0.99960108   +0 03 04.2
 CG1030
 CG1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1030!SPC AZ C     -   0.99980352  x   1.00001505  =   0.99981857
 CG1030!UTM  12      -   0.99980352  x   0.99960108  =   0.99940468
 CG1030
 CG1030|---------------------------------------------------------------------|
 CG1030| PID    Reference Object                     Distance      Geod. Az  |
 CG1030|                                                           dddmmss.s |
 CG1030| CC6028 BOUNDARY MON 119 ECC RM 1             9.198 METERS 05849     |
 CG1030| CG1012 BOUNDARY MON 119 MX US               67.492 METERS 19132     |
 CG1030| CC6029 BOUNDARY MON 119 ECC RM 2            15.110 METERS 31658     |
 CG1030|---------------------------------------------------------------------|
 CG1030
 CG1030                          SUPERSEDED SURVEY CONTROL
 CG1030
 CG1030  NAD 83(1986)-  31 20 01.49108(N)    110 54 05.78236(W) AD(       ) 2
 CG1030  NAD 27      -  31 20 01.13300(N)    110 54 03.47300(W) AD(       ) 2
 CG1030
 CG1030.Superseded values are not recommended for survey control.
 CG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1030.See file dsdata.txt to determine how the superseded data were derived.
 CG1030
 CG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0936066595(NAD 83)
 CG1030_MARKER: DS = TRIANGULATION STATION DISK
 CG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1030
 CG1030  HISTORY     - Date     Condition        Report By
 CG1030  HISTORY     - 1936     MONUMENTED       CGS
 CG1030  HISTORY     - 1949     POOR             IBWC
 CG1030  HISTORY     - 1951     POOR             FAS
 CG1030  HISTORY     - 1957     POOR             USGS
 CG1030
 CG1030                          STATION DESCRIPTION
 CG1030
 CG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1030'ON A LOW BARE GRAVELLY HILL ON THE BORDER, ABOUT 2.0 MILES
 CG1030'EAST OF NOGALES.  MARKED BY STANDARD BRONZE DISKS.
 CG1030'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1030'REFERENCE DISK, IS 9.198 METERS (30.18 FEET) FROM
 CG1030'STATION N 58 DEG 49 MIN E. REFERENCE MARK NO. 2, A
 CG1030'STANDARD BRONZE REFERENCE DISK, IS 15.110 METERS
 CG1030'(49.57 FEET) FROM STATION N 43 DEG 2 MIN W. BOUNDARY
 CG1030'MONUMENT NO. 119 (I.B.C.) IS 67.492 METERS (221.43 FEET) FROM
 CG1030'STATION S 11 DEG 31 MIN W. THE AZIMUTH MARK,
 CG1030'BOUNDARY MONUMENT NO. 120 (I.B.C.) IS A REGULAR UNITED
 CG1030'STATES-MEXICO METAL BOUNDARY MONUMENT ABOUT 1-1/2 MILES
 CG1030'FROM STATION S 87 DEG 45 MIN W.
 CG1030
 CG1030                          STATION RECOVERY (1949)
 CG1030
 CG1030'RECOVERY NOTE BY INT BDRY WTR COMM 1949
 CG1030'LETTER FROM MR. L.M. LAWSON, COMMISSIONER, INTERNATIONAL BOUNDARY
 CG1030'AND WATER COMMISSION, U.S. AND MEXICO, EL PASO, TEXAS, DATED
 CG1030'JUNE 10, 1949--
 CG1030'
 CG1030'DURING RECENT SURVEYS, BOUNDARY MONUMENT 119 ECC., IN ARIZONA,
 CG1030'WAS REPORTED AS HAVING BEEN FOUND BROKEN OFF AT ITS CONCRETE
 CG1030'BASE AND DISPLACED.  IT WAS REPORTED THAT A PART OF THE CONCRETE
 CG1030'POST APPROXIMATELY 6 BY 6 BY 10 INCHES WITH THE U.S.C. AND G.S.
 CG1030'PLATE STILL EMBEDDED WAS LYING ABOUT 20 FEET AWAY FROM ITS
 CG1030'ORIGINAL POSITION WITH A PORTION OF THE POST REMAINING IN THE
 CG1030'GROUND.
 CG1030'
 CG1030'NO REFERENCE MARKS WERE FOUND, ONLY SHALLOW HOLES FROM WHICH
 CG1030'THEY MIGHT HAVE BEEN REMOVED.
 CG1030
 CG1030                          STATION RECOVERY (1951)
 CG1030
 CG1030'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1951
 CG1030'MONUMENT DESTROYED, DISK MISSING.  CONCRETE ABOVE GROUND BROKEN,
 CG1030'PORTION BELOW GROUND INTACT.  DID NOT SEARCH FOR UNDERGROUND
 CG1030'POINTS.  DID NOT RECOVER REFERENCE MARKS.  APPARENTLY DESTROYED.
 CG1030
 CG1030                          STATION RECOVERY (1957)
 CG1030
 CG1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1030'BROKEN CONCRETE WITH THE MONUMENT IMPRINT FOUND AT STATION
 CG1030'SITE.
 CG1030'
 CG1030'REFERENCE MARKS 1 AND 2 DESTROYED AND FOUND LYING IN A WASH
 CG1030'ABOUT 50 YARDS NORTHEAST OF ORIGINAL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1011 ***********************************************************************
 CG1011  DESIGNATION -  BOUNDARY MON 120 MX US
 CG1011  PID         -  CG1011
 CG1011  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1011  USGS QUAD   -  NOGALES (1981)
 CG1011
 CG1011                         *CURRENT SURVEY CONTROL
 CG1011  ___________________________________________________________________
 CG1011* NAD 83(1992)-  31 19 58.35281(N)    110 55 39.68370(W)     ADJUSTED  
 CG1011* NAVD 88     -      1279.2    (meters)    4197.     (feet)  VERTCON   
 CG1011  ___________________________________________________________________
 CG1011  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CG1011  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG1011
 CG1011  HORZ ORDER  -  SECOND
 CG1011
 CG1011.The horizontal coordinates were established by classical geodetic methods
 CG1011.and adjusted by the National Geodetic Survey in August 1993..
 CG1011
 CG1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1011
 CG1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1011
 CG1011.The geoid height was determined by GEOID03.
 CG1011
 CG1011;                    North         East     Units Scale Factor Converg.
 CG1011;SPC AZ C     -    37,325.427   307,474.560   MT  1.00000922   +0 30 51.5
 CG1011;SPC AZ C     -   122,458.75  1,008,774.80   iFT  1.00000922   +0 30 51.5
 CG1011;UTM  12      - 3,466,496.142   506,879.064   MT  0.99960058   +0 02 15.4
 CG1011
 CG1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1011!SPC AZ C     -   0.99980379  x   1.00000922  =   0.99981301
 CG1011!UTM  12      -   0.99980379  x   0.99960058  =   0.99940445
 CG1011
 CG1011                          SUPERSEDED SURVEY CONTROL
 CG1011
 CG1011  NAD 83(1986)-  31 19 58.33935(N)    110 55 39.67894(W) AD(       ) 2
 CG1011  NAD 27      -  31 19 57.98800(N)    110 55 37.36600(W) AD(       ) 2
 CG1011  NGVD 29 (07/19/86) 1278.3    (m)         4194.     (f) VERT ANG       
 CG1011
 CG1011.Superseded values are not recommended for survey control.
 CG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1011.See file dsdata.txt to determine how the superseded data were derived.
 CG1011
 CG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0687966496(NAD 83)
 CG1011_MARKER: 71 = BOUNDARY MONUMENT
 CG1011
 CG1011  HISTORY     - Date     Condition        Report By
 CG1011  HISTORY     - 1910     FIRST OBSERVED   IBWC
 CG1011
 CG1011                          STATION DESCRIPTION
 CG1011
 CG1011'DESCRIBED BY INT BDRY WTR COMM 1910 (JSH)
 CG1011'ON THE NORTH SLOPE OF THE SHARP BALD RIDGE 3/4 MILE EAST OF NOGALES.
 CG1011'ON THE HIGHEST POINT IN THE VICINITY, AND OVERLOOKS A WIDE EXTENT
 CG1011'OF THE COUNTRY.  A STANDARD IRON MONUMENT OF THE UNITED
 CG1011'STATES-MEXICO BOUNDARY COMMISSION.  REFERENCE MARK (BOUNDARY
 CG1011'MONUMENT NO. 120 ECC.) IS A STANDARD STATION DISK CEMENTED IN THE
 CG1011'TOP OF A ONE-INCH PIPE, IS 1.250 METERS (4.10 FEET) FROM STATION
 CG1011'S 89 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1031 ***********************************************************************
 CG1031  DESIGNATION -  BOUNDARY MON 121 MX US
 CG1031  PID         -  CG1031
 CG1031  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1031  USGS QUAD   -  NOGALES (1981)
 CG1031
 CG1031                         *CURRENT SURVEY CONTROL
 CG1031  ___________________________________________________________________
 CG1031* NAD 83(1992)-  31 19 57.92833(N)    110 56 20.29787(W)     ADJUSTED  
 CG1031* NAVD 88     -      1224.9    (meters)    4019.     (feet)  VERTCON   
 CG1031  ___________________________________________________________________
 CG1031  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 CG1031  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1031
 CG1031  HORZ ORDER  -  SECOND
 CG1031
 CG1031.The horizontal coordinates were established by classical geodetic methods
 CG1031.and adjusted by the National Geodetic Survey in August 1993..
 CG1031
 CG1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1031
 CG1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1031
 CG1031.The geoid height was determined by GEOID03.
 CG1031
 CG1031;                    North         East     Units Scale Factor Converg.
 CG1031;SPC AZ C     -    37,302.771   306,401.019   MT  1.00000674   +0 30 30.4
 CG1031;SPC AZ C     -   122,384.42  1,005,252.69   iFT  1.00000674   +0 30 30.4
 CG1031;UTM  12      - 3,466,482.424   505,805.809   MT  0.99960042   +0 01 54.2
 CG1031
 CG1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1031!SPC AZ C     -   0.99981232  x   1.00000674  =   0.99981906
 CG1031!UTM  12      -   0.99981232  x   0.99960042  =   0.99941281
 CG1031
 CG1031:                Primary Azimuth Mark                     Grid Az
 CG1031:SPC AZ C     -  NOGALES COURTHOUSE DOME                  014 16 36.2
 CG1031:UTM  12      -  NOGALES COURTHOUSE DOME                  014 45 12.4
 CG1031
 CG1031|---------------------------------------------------------------------|
 CG1031| PID    Reference Object                     Distance      Geod. Az  |
 CG1031|                                                           dddmmss.s |
 CG1031| CG1020 NOGALES COURTHOUSE DOME             418.474 METERS 0144706.6 |
 CG1031| CG1019 NOGALES MEXICAN CUSTOMHOUSE FS      APPROX. 0.5 KM 2503442.1 |
 CG1031| CG1026 NOGALES PUBLIC SCHOOL               APPROX. 0.5 KM 3373833.1 |
 CG1031| CG1015 NOGALES CATHOLIC CHURCH             APPROX. 0.6 KM 3430131.0 |
 CG1031|---------------------------------------------------------------------|
 CG1031
 CG1031                          SUPERSEDED SURVEY CONTROL
 CG1031
 CG1031  NAD 83(1986)-  31 19 57.91487(N)    110 56 20.29326(W) AD(       ) 2
 CG1031  NAD 27      -  31 19 57.56300(N)    110 56 17.97600(W) AD(       ) 2
 CG1031  NGVD 29 (07/19/86) 1224.0    (m)         4016.     (f) VERT ANG       
 CG1031
 CG1031.Superseded values are not recommended for survey control.
 CG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1031.See file dsdata.txt to determine how the superseded data were derived.
 CG1031
 CG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0580666482(NAD 83)
 CG1031_MARKER: 71 = BOUNDARY MONUMENT
 CG1031
 CG1031  HISTORY     - Date     Condition        Report By
 CG1031  HISTORY     - 1910     FIRST OBSERVED   IBWC
 CG1031
 CG1031                          STATION DESCRIPTION
 CG1031
 CG1031'DESCRIBED BY INT BDRY WTR COMM 1910 (JSH)
 CG1031'ON THE NORTH SLOPE OF A SHARP RIDGE ABOUT 200 METERS SOUTHEAST
 CG1031'OF THE PRINCIPAL STREET OF NOGALES.  A STANDARD IRON MONUMENT
 CG1031'OF UNITED STATES-MEXICO BOUNDARY COMMISSION.  REFERENCE MARK
 CG1031'(BOUNDARY MONUMENT NO. 121 ECC.), IS A STANDARD DISK STATION A
 CG1031'MARK CEMENTED IN THE TOP OF A ONE INCH PIPE AND IS 2.777 METERS
 CG1031'(9.11 FEET) FROM STATION N 83 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1107 ***********************************************************************
 CG1107  DESIGNATION -  BOUNDARY MON 126 MX US
 CG1107  PID         -  CG1107
 CG1107  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1107  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1107
 CG1107                         *CURRENT SURVEY CONTROL
 CG1107  ___________________________________________________________________
 CG1107* NAD 83(1992)-  31 19 56.44639(N)    111 04 21.16285(W)     ADJUSTED  
 CG1107* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 CG1107  ___________________________________________________________________
 CG1107  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CG1107  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG1107
 CG1107  HORZ ORDER  -  SECOND
 CG1107
 CG1107.The horizontal coordinates were established by classical geodetic methods
 CG1107.and adjusted by the National Geodetic Survey in August 1993..
 CG1107
 CG1107.The orthometric height was scaled from a topographic map.
 CG1107
 CG1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1107
 CG1107.The geoid height was determined by GEOID03.
 CG1107
 CG1107;                    North         East     Units Scale Factor Converg.
 CG1107;SPC AZ C     -    37,152.031   293,689.559   MT  0.99997957   +0 26 20.3
 CG1107;SPC AZ C     -   121,889.87    963,548.42   iFT  0.99997957   +0 26 20.3
 CG1107;UTM  12      - 3,466,437.465   493,098.527   MT  0.99960059   -0 02 15.8
 CG1107
 CG1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1107!SPC AZ C     -   0.99976054  x   0.99997957  =   0.99974012
 CG1107!UTM  12      -   0.99976054  x   0.99960059  =   0.99936123
 CG1107
 CG1107                          SUPERSEDED SURVEY CONTROL
 CG1107
 CG1107  NAD 83(1986)-  31 19 56.43312(N)    111 04 21.15958(W) AD(       ) 2
 CG1107  NAD 27      -  31 19 56.07900(N)    111 04 18.83100(W) AD(       ) 2
 CG1107
 CG1107.Superseded values are not recommended for survey control.
 CG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1107.See file dsdata.txt to determine how the superseded data were derived.
 CG1107
 CG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9309966437(NAD 83)
 CG1107
 CG1107  HISTORY     - Date     Condition        Report By
 CG1107  HISTORY     - 1910     MONUMENTED       IBC
 CG1107  HISTORY     - 1958     GOOD             IBWC
 CG1107
 CG1107                          STATION DESCRIPTION
 CG1107
 CG1107'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1107'STATION IS LOCATED ON A NORTH-SOUTH RIDGE 3 FEET NORTH OF LARGE
 CG1107'GROUP OF DARK TREES.  35 FEET EAST SOUTH EAST OF LONE EVERGREEN.
 CG1107'55 FEET WEST SOUTH WEST OF LONE EVERGREEN.  46 FEET SOUTH TIP
 CG1107'OF TREE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1104 ***********************************************************************
 CG1104  DESIGNATION -  BOUNDARY MON 127 MX US
 CG1104  PID         -  CG1104
 CG1104  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1104  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1104
 CG1104                         *CURRENT SURVEY CONTROL
 CG1104  ___________________________________________________________________
 CG1104* NAD 83(1992)-  31 19 56.43489(N)    111 04 29.93217(W)     ADJUSTED  
 CG1104* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 CG1104  ___________________________________________________________________
 CG1104  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CG1104  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1104
 CG1104  HORZ ORDER  -  SECOND
 CG1104
 CG1104.The horizontal coordinates were established by classical geodetic methods
 CG1104.and adjusted by the National Geodetic Survey in August 1993..
 CG1104
 CG1104.The orthometric height was scaled from a topographic map.
 CG1104
 CG1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1104
 CG1104.The geoid height was determined by GEOID03.
 CG1104
 CG1104;                    North         East     Units Scale Factor Converg.
 CG1104;SPC AZ C     -    37,149.903   293,457.743   MT  0.99997911   +0 26 15.7
 CG1104;SPC AZ C     -   121,882.88    962,787.87   iFT  0.99997911   +0 26 15.7
 CG1104;UTM  12      - 3,466,437.266   492,866.789   MT  0.99960063   -0 02 20.4
 CG1104
 CG1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1104!SPC AZ C     -   0.99975803  x   0.99997911  =   0.99973714
 CG1104!UTM  12      -   0.99975803  x   0.99960063  =   0.99935876
 CG1104
 CG1104                          SUPERSEDED SURVEY CONTROL
 CG1104
 CG1104  NAD 83(1986)-  31 19 56.42163(N)    111 04 29.92892(W) AD(       ) 2
 CG1104  NAD 27      -  31 19 56.07000(N)    111 04 27.60000(W) AD(       ) 2
 CG1104
 CG1104.Superseded values are not recommended for survey control.
 CG1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1104.See file dsdata.txt to determine how the superseded data were derived.
 CG1104
 CG1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9286766437(NAD 83)
 CG1104
 CG1104  HISTORY     - Date     Condition        Report By
 CG1104  HISTORY     - 1910     MONUMENTED       IBC
 CG1104  HISTORY     - 1958     GOOD             IBWC
 CG1104
 CG1104                          STATION DESCRIPTION
 CG1104
 CG1104'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1104'STATION IS LOCATED ON A SHARP RIDGE JUST SOUTH OF DRAIN FORK.
 CG1104'952 FEET SE OF LONE BUSH REFERENCE POST 1.  1840 FEET SOUTH OF
 CG1104'CENTER OF DAM REFERENCE POST 2.  779 FEET W OF BOUNDARY
 CG1104'MONUMENT 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1108 ***********************************************************************
 CG1108  DESIGNATION -  BOUNDARY MON 128 ECC
 CG1108  PID         -  CG1108
 CG1108  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1108  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1108
 CG1108                         *CURRENT SURVEY CONTROL
 CG1108  ___________________________________________________________________
 CG1108* NAD 83(1992)-  31 20 00.84441(N)    111 04 43.90904(W)     ADJUSTED  
 CG1108* NAVD 88     -      1667.     (meters)    5469.     (feet)  SCALED    
 CG1108  ___________________________________________________________________
 CG1108  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG1108  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1108
 CG1108  HORZ ORDER  -  SECOND
 CG1108
 CG1108.The horizontal coordinates were established by classical geodetic methods
 CG1108.and adjusted by the National Geodetic Survey in August 1993..
 CG1108
 CG1108.The orthometric height was scaled from a topographic map.
 CG1108
 CG1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1108
 CG1108.The geoid height was determined by GEOID03.
 CG1108
 CG1108;                    North         East     Units Scale Factor Converg.
 CG1108;SPC AZ C     -    37,282.887   293,087.229   MT  0.99997838   +0 26 08.5
 CG1108;SPC AZ C     -   122,319.18    961,572.27   iFT  0.99997838   +0 26 08.5
 CG1108;UTM  12      - 3,466,573.277   492,497.534   MT  0.99960069   -0 02 27.6
 CG1108
 CG1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1108!SPC AZ C     -   0.99974296  x   0.99997838  =   0.99972135
 CG1108!UTM  12      -   0.99974296  x   0.99960069  =   0.99934376
 CG1108
 CG1108|---------------------------------------------------------------------|
 CG1108| PID    Reference Object                     Distance      Geod. Az  |
 CG1108|                                                           dddmmss.s |
 CG1108| CH4285 BOUNDARY MON 128 RM 1                 7.316 METERS 06136     |
 CG1108| CG1024 NOGALES AZHD RADIO MAST             APPROX.12.0 KM 0873912.5 |
 CG1108| CH4286 BOUNDARY MON 128 RM 2                 8.571 METERS 35300     |
 CG1108|---------------------------------------------------------------------|
 CG1108
 CG1108                          SUPERSEDED SURVEY CONTROL
 CG1108
 CG1108  NAD 83(1986)-  31 20 00.83115(N)    111 04 43.90581(W) AD(       ) 2
 CG1108  NAD 27      -  31 20 00.47800(N)    111 04 41.57800(W) AD(       ) 2
 CG1108
 CG1108.Superseded values are not recommended for survey control.
 CG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1108.See file dsdata.txt to determine how the superseded data were derived.
 CG1108
 CG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9249866573(NAD 83)
 CG1108_MARKER: DS = TRIANGULATION STATION DISK
 CG1108_SETTING: 80 = SET IN A BOULDER
 CG1108_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1108
 CG1108  HISTORY     - Date     Condition        Report By
 CG1108  HISTORY     - 1935     MONUMENTED       CGS
 CG1108  HISTORY     - 1958     GOOD             AMS
 CG1108  HISTORY     - 1959     GOOD             CGS
 CG1108
 CG1108                          STATION DESCRIPTION
 CG1108
 CG1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1108'ABOUT 8 MILES AIR LINE, WEST OF NOGALES, ARIZ.  TO REACH FROM N
 CG1108'GALES, FOLLOW U.S. HIGHWAY NO. 89 NORTH FOR 6.8 MILES, TURN LEFT
 CG1108'AT SIGN READING RUBY23, BEAR VALLEY 19, GO 6.6 MILES, TURN LEFT
 CG1108'OFF MAIN ROAD AND GO 0.05 MILE, KEEP STRAIGHT AHEAD FOR 2.5 MILES
 CG1108'TO END OF TRUCK TRAVEL.  FROM HERE HIKE UP CREEK BOTTOM FOR ABOUT
 CG1108'ONE-THIRD OF A MILE TO SECOND SHARP LEFT BEND IN CREEK, TAKE
 CG1108'TRAIL UP LEFT SIDE OF CANYON TO CREST OF FIRST RIDGE, THEN FOLLOW
 CG1108'TRAIL ALONG RIDGE TO STATION.  MARKED BY A STANDARD BRONZE DISK
 CG1108'AS DESCRIBED.  REFERENCE MARK NO. 1, A STANDARD
 CG1108'BRONZE REFERENCE DISK, IS 7.50 METERS (24.6 FEET)
 CG1108'FROM STATION N 61 DEG 33 MIN E.  REFERENCE MARK NO. 2, A
 CG1108'STANDARD BRONZE REFERENCE DISK, IS 8.724 METERS
 CG1108'(28.62 FEET) FROM STATION N 07 DEG 01 MIN W.  BOUNDARY
 CG1108'MONUMENT NO. 128 (IBC) IS 3.480 METERS (11.42 FEET FROM
 CG1108'STATION N 03 DEG 44 MIN E.
 CG1108
 CG1108                          STATION RECOVERY (1958)
 CG1108
 CG1108'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1108'STATION WAS RECOVERED IN GOOD CONDITION.
 CG1108'
 CG1108'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CG1108
 CG1108                          STATION RECOVERY (1959)
 CG1108
 CG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1108'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CG1108'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CG1108'
 CG1108'DIFFERENCES IN THE HORIZONTAL MEASUREMENTS TO THE REFERENCE
 CG1108'MARKS WERE FOUND AND A NEW ROUTE TO THE STATION WAS USED.  A NEW
 CG1108'AND COMPLETE DESCRIPTION FOLLOWS.
 CG1108'
 CG1108'THE STATION IS ABOUT 8 MILES WEST OF NOGALES, NEAR THE BORDER
 CG1108'BETWEEN UNITED STATES AND MEXICO.
 CG1108'
 CG1108'TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI GO SOUTH
 CG1108'ON U.S. HIGHWAY 89 FOR 11.3 MILES TO THE JUNCTION WITH STATE
 CG1108'HIGHWAY 289 AND A SIGN ON THE RIGHT RUBY ROAD.  TURN RIGHT AND
 CG1108'FOLLOW STATE HIGHWAY 289 WEST FOR 3.3 MILES TO A CATTLE GUARD AND
 CG1108'THE END OF STATE HIGHWAY 289.  CONTINUE WEST ON THE GRAVELED
 CG1108'ROAD FOR 3.0 MILES TO A SIGN ON THE LEFT, CALABASAS RIDGE ROAD,
 CG1108'TURN LEFT ON THE TRACK ROAD AND GO ABOUT 100 FEET TO A FORK,
 CG1108'TAKE RIGHT FORK AND GO SOUTHWEST 0.05 MILE TO A T ROAD
 CG1108'INTERSECTION.  TURN LEFT AND GO ABOUT 100 FEET TO A FORK, TAKE
 CG1108'RIGHT FORK AND GO ABOUT 150 FEET TO A DIM TRACK ROAD LEFT, TURN
 CG1108'LEFT AND FOLLOW THE TRACK ROAD ACROSS THE WASH AND UP ON THE
 CG1108'RIDGE GOING SOUTHWESTERLY FOR 5.3 MILES TO A SIGN BULL SPRINGS 2
 CG1108'SUMMIT MOTOR WAY 6 AND THIS IS THE END OF TRUCK TRAVEL.
 CG1108'FROM HERE PACK SOUTHWEST FOR ABOUT 1/4 HOUR TO THE STATION.
 CG1108'
 CG1108'THE STATION MARK, STAMPED OFFSET 128 1935, IS A STANDARD DISK
 CG1108'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.  IT IS
 CG1108'55 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 11.3 FEET SOUTH
 CG1108'OF BOUNDARY MONUMENT 128.
 CG1108'
 CG1108'REFERENCE MARK 1, STAMPED BDY 128 NO 1 1935, IS A STANDARD DISK
 CG1108'SET IN CEMENT IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 1
 CG1108'FOOT.  IT IS 30 FEET SOUTH OF THE EAST-WEST FENCE LINE, 20 FEET
 CG1108'EAST OF BOUNDARY MONUMENT 128 AND 5 FEET BELOW STATION ELEVATION.
 CG1108'
 CG1108'REFERENCE MARK 2, STAMPED BDY 128 NO 2 1935, IS A STANDARD DISK
 CG1108'SET IN CEMENT IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 CG1108'10 INCHES.  IT IS 28 FEET SOUTH OF THE EAST-WEST FENCE LINE, 17
 CG1108'FEET NORTHWEST OF BOUNDARY MONUMENT 128 AND 4 FEET BELOW STATION
 CG1108'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1109 ***********************************************************************
 CG1109  DESIGNATION -  BOUNDARY MON 128 MX US
 CG1109  PID         -  CG1109
 CG1109  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1109  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1109
 CG1109                         *CURRENT SURVEY CONTROL
 CG1109  ___________________________________________________________________
 CG1109* NAD 83(1992)-  31 20 00.95716(N)    111 04 43.90047(W)     ADJUSTED  
 CG1109* NAVD 88     -      1667.0    (meters)    5469.     (feet)  VERTCON   
 CG1109  ___________________________________________________________________
 CG1109  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG1109  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1109
 CG1109  HORZ ORDER  -  SECOND
 CG1109
 CG1109.The horizontal coordinates were established by classical geodetic methods
 CG1109.and adjusted by the National Geodetic Survey in August 1993..
 CG1109
 CG1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1109
 CG1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1109
 CG1109.The geoid height was determined by GEOID03.
 CG1109
 CG1109;                    North         East     Units Scale Factor Converg.
 CG1109;SPC AZ C     -    37,286.362   293,087.429   MT  0.99997838   +0 26 08.5
 CG1109;SPC AZ C     -   122,330.58    961,572.93   iFT  0.99997838   +0 26 08.5
 CG1109;UTM  12      - 3,466,576.748   492,497.763   MT  0.99960069   -0 02 27.6
 CG1109
 CG1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1109!SPC AZ C     -   0.99974295  x   0.99997838  =   0.99972133
 CG1109!UTM  12      -   0.99974295  x   0.99960069  =   0.99934374
 CG1109
 CG1109                          SUPERSEDED SURVEY CONTROL
 CG1109
 CG1109  NAD 83(1986)-  31 20 00.94388(N)    111 04 43.89724(W) AD(       ) 2
 CG1109  NAD 27      -  31 20 00.59100(N)    111 04 41.56900(W) AD(       ) 2
 CG1109  NGVD 29 (07/19/86) 1666.1    (m)         5466.     (f) VERT ANG       
 CG1109
 CG1109.Superseded values are not recommended for survey control.
 CG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1109.See file dsdata.txt to determine how the superseded data were derived.
 CG1109
 CG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9249866577(NAD 83)
 CG1109
 CG1109  HISTORY     - Date     Condition        Report By
 CG1109  HISTORY     - 1910     MONUMENTED       IBC
 CG1109  HISTORY     - 1935     GOOD             IBWC
 CG1109  HISTORY     - 1958     GOOD             IBWC
 CG1109
 CG1109                          STATION DESCRIPTION
 CG1109
 CG1109'DESCRIBED BY INT BDRY WTR COMM 1935
 CG1109'ABOUT 8 MILES WEST OF NOGALES, ON THE NORTH SLOPE OF A RIDGE,
 CG1109'THE HIGHEST POINT OF THE BOUNDARY LINE IN THIS VICINITY AND 304
 CG1109'METERS WEST OF THE ANGLE IN THE LINE WHICH IS MARKED BY BOUNDARY
 CG1109'MONUMENT NO. 127 (I.B.C.).
 CG1109
 CG1109                          STATION RECOVERY (1958)
 CG1109
 CG1109'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CG1109'STATION IS LOCATED ON A NE-SW RIDGE, AT THE SOUTH TIP OF A LARGE
 CG1109'DARK GROUP OF BUSHES, 52 FEET W OF LONE BUSH.  108 FEET NW OF
 CG1109'LONE DARK TREE.  10 FEET E OF BUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1111 ***********************************************************************
 CG1111  DESIGNATION -  BOUNDARY MON 130 ECC
 CG1111  PID         -  CG1111
 CG1111  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1111  USGS QUAD   -  ALAMO SPRING (1980)
 CG1111
 CG1111                         *CURRENT SURVEY CONTROL
 CG1111  ___________________________________________________________________
 CG1111* NAD 83(1992)-  31 21 47.13851(N)    111 10 13.17132(W)     ADJUSTED  
 CG1111* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 CG1111  ___________________________________________________________________
 CG1111  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 CG1111  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CG1111
 CG1111  HORZ ORDER  -  SECOND
 CG1111
 CG1111.The horizontal coordinates were established by classical geodetic methods
 CG1111.and adjusted by the National Geodetic Survey in August 1993..
 CG1111
 CG1111.The orthometric height was scaled from a topographic map.
 CG1111
 CG1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1111
 CG1111.The geoid height was determined by GEOID03.
 CG1111
 CG1111;                    North         East     Units Scale Factor Converg.
 CG1111;SPC AZ C     -    40,493.837   284,361.096   MT  0.99996216   +0 23 18.4
 CG1111;SPC AZ C     -   132,853.80    932,943.23   iFT  0.99996216   +0 23 18.4
 CG1111;UTM  12      - 3,469,855.538   483,801.634   MT  0.99960324   -0 05 19.1
 CG1111
 CG1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1111!SPC AZ C     -   0.99981080  x   0.99996216  =   0.99977297
 CG1111!UTM  12      -   0.99981080  x   0.99960324  =   0.99941412
 CG1111
 CG1111|---------------------------------------------------------------------|
 CG1111| PID    Reference Object                     Distance      Geod. Az  |
 CG1111|                                                           dddmmss.s |
 CG1111| CG1112 BOUNDARY MON 130 MX US                4.495 METERS 01237     |
 CG1111| CH4287 BOUNDARY MON 130 ECC RM 1                          03903     |
 CG1111| CG1113 BOUNDARY MON 129 MX US              APPROX. 3.7 KM 1102948.1 |
 CG1111| CH4288 BOUNDARY MON 130 ECC RM 2                          29352     |
 CG1111|---------------------------------------------------------------------|
 CG1111
 CG1111                          SUPERSEDED SURVEY CONTROL
 CG1111
 CG1111  NAD 83(1986)-  31 21 47.12586(N)    111 10 13.16910(W) AD(       ) 2
 CG1111  NAD 27      -  31 21 46.77600(N)    111 10 10.83400(W) AD(       ) 2
 CG1111
 CG1111.Superseded values are not recommended for survey control.
 CG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1111.See file dsdata.txt to determine how the superseded data were derived.
 CG1111
 CG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV8380269856(NAD 83)
 CG1111_MARKER: DS = TRIANGULATION STATION DISK
 CG1111_SETTING: 66 = SET IN ROCK OUTCROP
 CG1111
 CG1111  HISTORY     - Date     Condition        Report By
 CG1111  HISTORY     - 1935     MONUMENTED       CGS
 CG1111
 CG1111                          STATION DESCRIPTION
 CG1111
 CG1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1111'ABOUT 13 MILES WEST AND 2 MILES NORTH OF NOGALES.  TO REACH FROM
 CG1111'NOGALES, TAKE U.S. HIGHWAY NO. 89 NORTH TO ITS JUNCTION WITH THE
 CG1111'RUBY ROAD, AND THEN FOLLOW THE RUBY ROAD FOR 14.0 MILES TO A
 CG1111'SUMMIT AND A SIGN READING SUMMIT MOTORWAY.  FOLLOW THE SUMMIT
 CG1111'MOTORWAY FOR 3.4 MILES TO ITS END AND 0.2 MILE BEYOND TO THE END
 CG1111'OF TRUCK TRAVEL.  THE MONUMENT IS ABOUT 1.0 MILE BEYOND IN
 CG1111'SOUTHWEST DIRECTION AND REACHED BY FOLLOWING THE DRIFT FENCE TO
 CG1111'THE SUMMIT OF RIDGE IN THAT DIRECTION, FROM WHERE THE MONUMENT
 CG1111'CAN BE SEEN ON THE SPUR OF A RIDGE WHICH LEADS SOUTH FROM THE
 CG1111'MAIN RIDGE.  ABOUT 35-MINUTE PACK WITH LOAD.  MARKED BY A
 CG1111'STANDARD BRONZE DISK. REFERENCE MARK
 CG1111'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.557
 CG1111'METERS (31.35 FEET) FROM STATION N 39 DEG 03 MIN E.
 CG1111'REFERENCE MARK NO.  2, A STANDARD BRONZE REFERENCE DISK,
 CG1111'IS 6.667 METERS (21.87 FEET) FROM STATION N 66 DEG 08 MIN W.
 CG1111'BOUNDARY MONUMENT NO. 130 (I.B.C.) IS 4,495 METERS
 CG1111'(14.75 FEET) FROM STATION N 12 DEG 37 MIN E. BOUNDARY
 CG1111'MONUMENT NO. 129 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1118 ***********************************************************************
 CG1118  DESIGNATION -  BOUNDARY MON 132 ECC
 CG1118  PID         -  CG1118
 CG1118  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1118  USGS QUAD   -  BARTLETT MTN (1982)
 CG1118
 CG1118                         *CURRENT SURVEY CONTROL
 CG1118  ___________________________________________________________________
 CG1118* NAD 83(1992)-  31 23 51.21552(N)    111 16 45.49231(W)     ADJUSTED  
 CG1118* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 CG1118  ___________________________________________________________________
 CG1118  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CG1118  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG1118
 CG1118  HORZ ORDER  -  SECOND
 CG1118
 CG1118.The horizontal coordinates were established by classical geodetic methods
 CG1118.and adjusted by the National Geodetic Survey in August 1993..
 CG1118
 CG1118.The orthometric height was scaled from a topographic map.
 CG1118
 CG1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1118
 CG1118.The geoid height was determined by GEOID03.
 CG1118
 CG1118;                    North         East     Units Scale Factor Converg.
 CG1118;SPC AZ C     -    44,249.840   273,971.424   MT  0.99994530   +0 19 55.4
 CG1118;SPC AZ C     -   145,176.64    898,856.38   iFT  0.99994530   +0 19 55.4
 CG1118;UTM  12      - 3,473,696.630   473,447.216   MT  0.99960870   -0 08 43.8
 CG1118
 CG1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1118!SPC AZ C     -   0.99981178  x   0.99994530  =   0.99975709
 CG1118!UTM  12      -   0.99981178  x   0.99960870  =   0.99942056
 CG1118
 CG1118|---------------------------------------------------------------------|
 CG1118| PID    Reference Object                     Distance      Geod. Az  |
 CG1118|                                                           dddmmss.s |
 CG1118| CG1119 BOUNDARY MON 132 MX US               66.265 METERS 04038     |
 CG1118| CG1114 MONTANA                             APPROX. 7.1 KM 0433635.8 |
 CG1118| CG1112 BOUNDARY MON 130 MX US              APPROX.11.0 KM 1101103.7 |
 CG1118|---------------------------------------------------------------------|
 CG1118
 CG1118                          SUPERSEDED SURVEY CONTROL
 CG1118
 CG1118  NAD 83(1986)-  31 23 51.20363(N)    111 16 45.49124(W) AD(       ) 2
 CG1118  NAD 27      -  31 23 50.86000(N)    111 16 43.14900(W) AD(       ) 2
 CG1118
 CG1118.Superseded values are not recommended for survey control.
 CG1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1118.See file dsdata.txt to determine how the superseded data were derived.
 CG1118
 CG1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV7344773697(NAD 83)
 CG1118_MARKER: H = DRILL HOLE
 CG1118_SETTING: 66 = SET IN ROCK OUTCROP
 CG1118_SP_SET: SET IN ROCK OUTCROP
 CG1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1118+STABILITY: POSITION/ELEVATION WELL
 CG1118
 CG1118  HISTORY     - Date     Condition        Report By
 CG1118  HISTORY     - 1936     MONUMENTED       CGS
 CG1118
 CG1118                          STATION DESCRIPTION
 CG1118
 CG1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1118'ABOUT 5 MILES, AIR LINE, SOUTHWEST OF THE MINE AT RUBY, AND ABOUT
 CG1118'2 MILES SOUTHWEST OF THE OLD BLACK DIAMOND MINING CAMP.  IT IS ON
 CG1118'THE CREST OF A LOW RIDGE WHICH OVERLOOKS THE COUNTRY TO THE
 CG1118'SOUTH AND WEST, BUT THE COUNTRY TO THE NORTH IS HIGHER.  THE
 CG1118'STATION IS MARKED BY 3/4-INCH DRILL HOLE, 1 INCH DEEP, IN AN
 CG1118'OUTCROP OF HARD RED ROCK.  BOUNDARY MONUMENT NO. 132 (I.B.C.) IS
 CG1118'66.26 METERS (217.4 FEET) FROM STATION N 40 DEG 37 MIN E.
 CG1118'THE NUMBER OF THE BOUNDARY MONUMENT USED FOR AN
 CG1118'AZIMUTH MARK WAS NOT RECORDED.  IT IS THE FIRST MONUMENT
 CG1118'VISIBLE TO THE EAST, ON THE SOUTH SLOPE OF A CONSPICUOUS PEAK
 CG1118'AND ABOUT 3 MILES FROM STATION S 70 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1120 ***********************************************************************
 CG1120  DESIGNATION -  BOUNDARY MON 134 OFFSET
 CG1120  PID         -  CG1120
 CG1120  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1120  USGS QUAD   -  BARTLETT MTN (1982)
 CG1120
 CG1120                         *CURRENT SURVEY CONTROL
 CG1120  ___________________________________________________________________
 CG1120* NAD 83(1992)-  31 24 58.20368(N)    111 20 01.73686(W)     ADJUSTED  
 CG1120* NAVD 88     -      1212.     (meters)    3976.     (feet)  SCALED    
 CG1120  ___________________________________________________________________
 CG1120  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CG1120  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CG1120
 CG1120  HORZ ORDER  -  SECOND
 CG1120
 CG1120.The horizontal coordinates were established by classical geodetic methods
 CG1120.and adjusted by the National Geodetic Survey in August 1993..
 CG1120
 CG1120.The orthometric height was scaled from a topographic map.
 CG1120
 CG1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1120
 CG1120.The geoid height was determined by GEOID03.
 CG1120
 CG1120;                    North         East     Units Scale Factor Converg.
 CG1120;SPC AZ C     -    46,284.093   268,776.430   MT  0.99993787   +0 18 13.7
 CG1120;SPC AZ C     -   151,850.70    881,812.43   iFT  0.99993787   +0 18 13.7
 CG1120;UTM  12      - 3,475,773.437   468,271.076   MT  0.99961242   -0 10 26.4
 CG1120
 CG1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1120!SPC AZ C     -   0.99981446  x   0.99993787  =   0.99975235
 CG1120!UTM  12      -   0.99981446  x   0.99961242  =   0.99942696
 CG1120
 CG1120|---------------------------------------------------------------------|
 CG1120| PID    Reference Object                     Distance      Geod. Az  |
 CG1120|                                                           dddmmss.s |
 CG1120| CH4289 BOUNDARY MON 134 OFFSET RM 1         20.798 METERS 14715     |
 CG1120| CH4411 BOUNDARY MON 134 MX US               62.540 METERS 17344     |
 CG1120| CH4290 BOUNDARY MON 134 OFFSET RM 2         15.602 METERS 21405     |
 CG1120| CG1122 BOUNDARY MON 136 MX US              APPROX. 8.7 KM 2900651.1 |
 CG1120|---------------------------------------------------------------------|
 CG1120
 CG1120                          SUPERSEDED SURVEY CONTROL
 CG1120
 CG1120  NAD 83(1986)-  31 24 58.19243(N)    111 20 01.73576(W) AD(       ) 2
 CG1120  NAD 27      -  31 24 57.85400(N)    111 19 59.38500(W) AD(       ) 2
 CG1120
 CG1120.Superseded values are not recommended for survey control.
 CG1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1120.See file dsdata.txt to determine how the superseded data were derived.
 CG1120
 CG1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6827175773(NAD 83)
 CG1120_MARKER: DS = TRIANGULATION STATION DISK
 CG1120_SETTING: 80 = SET IN A BOULDER
 CG1120_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1120
 CG1120  HISTORY     - Date     Condition        Report By
 CG1120  HISTORY     - 1935     MONUMENTED       CGS
 CG1120
 CG1120                          STATION DESCRIPTION
 CG1120
 CG1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1120'ABOUT 11 MILES, AIR LINE, SOUTH-SOUTHEAST OF ARIVACA.  1-1/2
 CG1120'MILES, AIR LINE, SOUTHEAST OF THE TRES BELLOTAS RANCH.  ON THE
 CG1120'TOP OF A ROLLING RIDGE AND 62.54 METERS NORTH OF BOUNDARY MONUMENT
 CG1120'NO. 134 (I.B.C.).  THE RIDGE IS THE FOURTH ONE SOUTHEAST OF THE
 CG1120'RANCH.  PACK HORSES AND INFORMATION AS TO MONUMENT NO. 134 CAN BE
 CG1120'SECURED AT THE RANCH.  (ABOUT A 50-MINUTE PACK WITH PACK
 CG1120'HORSES.) MARKED BY A STANDARD BRONZE DISK.
 CG1120'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1120'IS 20.798 METERS (68.23) FEET FROM STATION S 32 DEG 45 MIN E.
 CG1120'REFERENCE MARK NO 2, A STANDARD BRONZE
 CG1120'REFERENCE DISK, IS 15.602 METERS (51.19 FEET) FROM
 CG1120'STATION S 34 DEG 05 MIN W. BOUNDARY MONUMENT NO. 136
 CG1120'(I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1123 ***********************************************************************
 CG1123  DESIGNATION -  BOUNDARY MON 138 MX US
 CG1123  PID         -  CG1123
 CG1123  STATE/COUNTY-  AZ/PIMA
 CG1123  USGS QUAD   -  SASABE (1982)
 CG1123
 CG1123                         *CURRENT SURVEY CONTROL
 CG1123  ___________________________________________________________________
 CG1123* NAD 83(1992)-  31 28 14.60396(N)    111 30 22.55270(W)     ADJUSTED  
 CG1123* NAVD 88     -      1058.     (meters)    3471.     (feet)  SCALED    
 CG1123  ___________________________________________________________________
 CG1123  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CG1123  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG1123
 CG1123  HORZ ORDER  -  SECOND
 CG1123
 CG1123.The horizontal coordinates were established by classical geodetic methods
 CG1123.and adjusted by the National Geodetic Survey in August 1993..
 CG1123
 CG1123.The orthometric height was scaled from a topographic map.
 CG1123
 CG1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1123
 CG1123.The geoid height was determined by GEOID03.
 CG1123
 CG1123;                    North         East     Units Scale Factor Converg.
 CG1123;SPC AZ C     -    52,258.449   252,357.542   MT  0.99991875   +0 12 51.3
 CG1123;SPC AZ C     -   171,451.60    827,944.69   iFT  0.99991875   +0 12 51.3
 CG1123;UTM  12      - 3,481,882.735   451,907.661   MT  0.99962853   -0 15 51.5
 CG1123
 CG1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1123!SPC AZ C     -   0.99983868  x   0.99991875  =   0.99975745
 CG1123!UTM  12      -   0.99983868  x   0.99962853  =   0.99946727
 CG1123
 CG1123:                Primary Azimuth Mark                     Grid Az
 CG1123:SPC AZ C     -  BOUNDARY MON 138 AZ MK                   296 34 19.9
 CG1123:UTM  12      -  BOUNDARY MON 138 AZ MK                   297 03 02.7
 CG1123
 CG1123|---------------------------------------------------------------------|
 CG1123| PID    Reference Object                     Distance      Geod. Az  |
 CG1123|                                                           dddmmss.s |
 CG1123| CH4291 BOUNDARY MON 138 AZ MK                             2964711.2 |
 CG1123|---------------------------------------------------------------------|
 CG1123
 CG1123                          SUPERSEDED SURVEY CONTROL
 CG1123
 CG1123  NAD 83(1986)-  31 28 14.59380(N)    111 30 22.55212(W) AD(       ) 2
 CG1123  NAD 27      -  31 28 14.26700(N)    111 30 20.17400(W) AD(       ) 2
 CG1123
 CG1123.Superseded values are not recommended for survey control.
 CG1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1123.See file dsdata.txt to determine how the superseded data were derived.
 CG1123
 CG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV5190881883(NAD 83)
 CG1123_MARKER: 71 = BOUNDARY MONUMENT
 CG1123
 CG1123  HISTORY     - Date     Condition        Report By
 CG1123  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1123
 CG1123                          STATION DESCRIPTION
 CG1123
 CG1123'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1123'A MONUMENT OF THE UNITED STATES-MEXICO BOUNDARY, BETWEEN THE
 CG1123'STATES OF ARIZONA, UNITED STATES, AND SONORA, MEXICO.  IT IS ON
 CG1123'SASABE RANCH, ABOUT 2-3/4 MILES EAST-SOUTHEAST OF THE TOWN OF
 CG1123'SASABE, 0.3 MILE EAST-SOUTHEAST OF THE RANCH BUILDINGS, AND ABOUT
 CG1123'100 FEET SOUTH OF THE RANCH PASTURE FENCE.  MARKED BY A TAPERING
 CG1123'CAST IRON MONUMENT OF SQUARE CROSS SECTION, ABOUT 7 FEET HIGH,
 CG1123'WHICH COMES TO A POINT ON TOP.  THE NUMBER 138 IS INSCRIBED IN
 CG1123'RAISED NUMERALS ON THE EAST SIDE OF THE MONUMENT.  THE AZIMUTH
 CG1123'MARK, A STANDARD BRONZE DISK, IS AT THE RANCH, ON THE
 CG1123'FENCE LINE ALONG THE NORTH SIDE OF THE ROAD LEADING THROUGH
 CG1123'THE PASTURE TO THE MONUMENT, 40 YARDS NORTH OF THE EAST ONE OF
 CG1123'THE TWO RANCH HOUSES, 25 YARDS SOUTHWEST OF PASTURE GATE AND
 CG1123'0.3 MILE FROM STATION N 63 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1124 ***********************************************************************
 CG1124  DESIGNATION -  BOUNDARY MON 139 MX US
 CG1124  PID         -  CG1124
 CG1124  STATE/COUNTY-  AZ/PIMA
 CG1124  USGS QUAD   -  SASABE (1982)
 CG1124
 CG1124                         *CURRENT SURVEY CONTROL
 CG1124  ___________________________________________________________________
 CG1124* NAD 83(1992)-  31 28 55.21720(N)    111 32 30.03893(W)     ADJUSTED  
 CG1124* NAVD 88     -      1101.     (meters)    3612.     (feet)  SCALED    
 CG1124  ___________________________________________________________________
 CG1124  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CG1124  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG1124
 CG1124  HORZ ORDER  -  SECOND
 CG1124
 CG1124.The horizontal coordinates were established by classical geodetic methods
 CG1124.and adjusted by the National Geodetic Survey in August 1993..
 CG1124
 CG1124.The orthometric height was scaled from a topographic map.
 CG1124
 CG1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1124
 CG1124.The geoid height was determined by GEOID03.
 CG1124
 CG1124;                    North         East     Units Scale Factor Converg.
 CG1124;SPC AZ C     -    53,497.157   248,988.218   MT  0.99991565   +0 11 45.0
 CG1124;SPC AZ C     -   175,515.61    816,890.48   iFT  0.99991565   +0 11 45.0
 CG1124;UTM  12      - 3,483,149.183   448,549.765   MT  0.99963265   -0 16 58.4
 CG1124
 CG1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1124!SPC AZ C     -   0.99983194  x   0.99991565  =   0.99974761
 CG1124!UTM  12      -   0.99983194  x   0.99963265  =   0.99946465
 CG1124
 CG1124                          SUPERSEDED SURVEY CONTROL
 CG1124
 CG1124  NAD 83(1986)-  31 28 55.20722(N)    111 32 30.03833(W) AD(       ) 2
 CG1124  NAD 27      -  31 28 54.88000(N)    111 32 27.66000(W) AD(       ) 2
 CG1124
 CG1124.Superseded values are not recommended for survey control.
 CG1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1124.See file dsdata.txt to determine how the superseded data were derived.
 CG1124
 CG1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4855083149(NAD 83)
 CG1124
 CG1124  HISTORY     - Date     Condition        Report By
 CG1124  HISTORY     - 1935     MONUMENTED       IBWC
 CG1124  HISTORY     - 1958     GOOD             IBWC
 CG1124
 CG1124                          STATION DESCRIPTION
 CG1124
 CG1124'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1124'STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL RIDGE, 955 FEET
 CG1124'ESE OF CENTERLINE OF ROAD AND BOUNDARY FENCE.  46 FEET NE OF LONE
 CG1124'BUSH.  50 FEET S OF LONE BUSH.  76 FEET WNW OF LONE DARK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1126 ***********************************************************************
 CG1126  DESIGNATION -  BOUNDARY MON 140 ECC
 CG1126  PID         -  CG1126
 CG1126  STATE/COUNTY-  AZ/PIMA
 CG1126  USGS QUAD   -  SASABE (1982)
 CG1126
 CG1126                         *CURRENT SURVEY CONTROL
 CG1126  ___________________________________________________________________
 CG1126* NAD 83(1992)-  31 29 46.93567(N)    111 35 12.32005(W)     ADJUSTED  
 CG1126* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 CG1126  ___________________________________________________________________
 CG1126  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CG1126  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG1126
 CG1126  HORZ ORDER  -  SECOND
 CG1126
 CG1126.The horizontal coordinates were established by classical geodetic methods
 CG1126.and adjusted by the National Geodetic Survey in August 1993..
 CG1126
 CG1126.The orthometric height was scaled from a topographic map.
 CG1126
 CG1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1126
 CG1126.The geoid height was determined by GEOID03.
 CG1126
 CG1126;                    North         East     Units Scale Factor Converg.
 CG1126;SPC AZ C     -    55,076.150   244,700.476   MT  0.99991211   +0 10 20.5
 CG1126;SPC AZ C     -   180,696.03    802,823.08   iFT  0.99991211   +0 10 20.5
 CG1126;UTM  12      - 3,484,763.503   444,276.558   MT  0.99963830   -0 18 23.6
 CG1126
 CG1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1126!SPC AZ C     -   0.99981186  x   0.99991211  =   0.99972398
 CG1126!UTM  12      -   0.99981186  x   0.99963830  =   0.99945023
 CG1126
 CG1126|---------------------------------------------------------------------|
 CG1126| PID    Reference Object                     Distance      Geod. Az  |
 CG1126|                                                           dddmmss.s |
 CG1126| CH4292 BOUNDARY MON 140 ECC RM 1            11.920 METERS 05132     |
 CG1126| CG1125 BOUNDARY MON 140 MX US                4.799 METERS 17351     |
 CG1126| CH4400 BOUNDARY MON 141 MX US                             2901317.8 |
 CG1126|---------------------------------------------------------------------|
 CG1126
 CG1126                          SUPERSEDED SURVEY CONTROL
 CG1126
 CG1126  NAD 83(1986)-  31 29 46.92593(N)    111 35 12.31953(W) AD(       ) 2
 CG1126  NAD 27      -  31 29 46.60200(N)    111 35 09.93000(W) AD(       ) 2
 CG1126
 CG1126.Superseded values are not recommended for survey control.
 CG1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1126.See file dsdata.txt to determine how the superseded data were derived.
 CG1126
 CG1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4427784764(NAD 83)
 CG1126_MARKER: DS = TRIANGULATION STATION DISK
 CG1126_SETTING: 66 = SET IN ROCK OUTCROP
 CG1126
 CG1126  HISTORY     - Date     Condition        Report By
 CG1126  HISTORY     - 1936     MONUMENTED       CGS
 CG1126
 CG1126                          STATION DESCRIPTION
 CG1126
 CG1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1126'ON THE UNITED STATES-MEXICO BOUNDARY ABOUT 2-1/2 MILES, AIR LINE,
 CG1126'WEST-NORTHWEST OF SASABE POST OFFICE (FORMERLY KNOWN AS SAN
 CG1126'FERNANDO), IN A SMALL SADDLE OF A ROCKY HILL, THE HIGHEST POINT
 CG1126'OF WHICH IS TO THE SOUTH.  IT IS 5.8 METERS NORTHWEST OF A WIRE
 CG1126'FENCE LINE, AND 15.6 METERS SOUTHWEST OF A FENCE CORNER.  MARKED
 CG1126'BY A STANDARD BRONZE DISK. REFERENCE
 CG1126'MARK NO. 1 IS IN A FENCE CORNER, 2.9 METERS SOUTHWEST OF ONE
 CG1126'FENCE LINE, 2.6 METERS NORTHWEST OF THE OTHER FENCE LINE AND
 CG1126'11.920 METERS (39.11 FEET) FROM STATION N 51 DEG 32 MIN E.
 CG1126'BOUNDARY MONUMENT NO. 140 (I.B.C.), A HOLLOW
 CG1126'SILVER-COLORED IRON POST ABOUT 10 INCHES SQUARE NEAR THE
 CG1126'TOP, ABOUT 7 FEET HIGH, POINTED ON THE VERY TOP AND SET ON A
 CG1126'CONCRETE BASE IS 4.798 METERS (15.74 FEET) FROM STATION
 CG1126'S 06 DEG 09 MIN E. BOUNDARY MONUMENT NO. 141 (I.B.C.),
 CG1126'USED AS AN AZIMUTH MARK, APPEARS TO BE THE SAME TYPE OF
 CG1126'MONUMENT AS NO. 140.  IT IS ON THE CREST OF A RIDGE BUT ON THE
 CG1126'SOUTH SIDE OF THE HIGHEST POINT OF SAME.  IT SHOWS PLAINLY
 CG1126'AGAINST THE SKYLINE AND IS ABOUT 2 MILES FROM STATION IN
 CG1126'AZIMUTH 110 DEG 13 MIN 20 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1125 ***********************************************************************
 CG1125  DESIGNATION -  BOUNDARY MON 140 MX US
 CG1125  PID         -  CG1125
 CG1125  STATE/COUNTY-  AZ/PIMA
 CG1125  USGS QUAD   -  SASABE (1982)
 CG1125
 CG1125                         *CURRENT SURVEY CONTROL
 CG1125  ___________________________________________________________________
 CG1125* NAD 83(1992)-  31 29 46.78077(N)    111 35 12.30055(W)     ADJUSTED  
 CG1125* NAVD 88     -      1231.     (meters)    4039.     (feet)  SCALED    
 CG1125  ___________________________________________________________________
 CG1125  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CG1125  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG1125
 CG1125  HORZ ORDER  -  SECOND
 CG1125
 CG1125.The horizontal coordinates were established by classical geodetic methods
 CG1125.and adjusted by the National Geodetic Survey in August 1993..
 CG1125
 CG1125.The orthometric height was scaled from a topographic map.
 CG1125
 CG1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1125
 CG1125.The geoid height was determined by GEOID03.
 CG1125
 CG1125;                    North         East     Units Scale Factor Converg.
 CG1125;SPC AZ C     -    55,071.381   244,701.005   MT  0.99991211   +0 10 20.5
 CG1125;SPC AZ C     -   180,680.38    802,824.82   iFT  0.99991211   +0 10 20.5
 CG1125;UTM  12      - 3,484,758.732   444,277.047   MT  0.99963830   -0 18 23.6
 CG1125
 CG1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1125!SPC AZ C     -   0.99981154  x   0.99991211  =   0.99972367
 CG1125!UTM  12      -   0.99981154  x   0.99963830  =   0.99944991
 CG1125
 CG1125                          SUPERSEDED SURVEY CONTROL
 CG1125
 CG1125  NAD 83(1986)-  31 29 46.77103(N)    111 35 12.30003(W) AD(       ) 2
 CG1125  NAD 27      -  31 29 46.44700(N)    111 35 09.91000(W) AD(       ) 2
 CG1125
 CG1125.Superseded values are not recommended for survey control.
 CG1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1125.See file dsdata.txt to determine how the superseded data were derived.
 CG1125
 CG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4427784759(NAD 83)
 CG1125_MARKER: 71 = BOUNDARY MONUMENT
 CG1125
 CG1125  HISTORY     - Date     Condition        Report By
 CG1125  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1125
 CG1125                          STATION DESCRIPTION
 CG1125
 CG1125'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1125'BOUNDARY MONUMENT NO. 140 (I.B.W.C.), A HOLLOW
 CG1125'SILVER-COLORED IRON POST ABOUT 10 INCHES SQUARE NEAR THE
 CG1125'TOP, ABOUT 7 FEET HIGH, POINTED ON THE VERY TOP AND SET ON A
 CG1125'CONCRETE BASE IS 4.798 METERS (15.74 FEET) FROM STATION
 CG1125'S 06 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1134 ***********************************************************************
 CG1134  DESIGNATION -  BOUNDARY MON 142 A MX US
 CG1134  PID         -  CG1134
 CG1134  STATE/COUNTY-  AZ/PIMA
 CG1134  USGS QUAD   -  CAPONERA PEAK (1982)
 CG1134
 CG1134                         *CURRENT SURVEY CONTROL
 CG1134  ___________________________________________________________________
 CG1134* NAD 83(1992)-  31 32 13.73072(N)    111 42 55.51498(W)     ADJUSTED  
 CG1134* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 CG1134  ___________________________________________________________________
 CG1134  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 CG1134  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 CG1134
 CG1134  HORZ ORDER  -  SECOND
 CG1134
 CG1134.The horizontal coordinates were established by classical geodetic methods
 CG1134.and adjusted by the National Geodetic Survey in August 1993..
 CG1134
 CG1134.The orthometric height was scaled from a topographic map.
 CG1134
 CG1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1134
 CG1134.The geoid height was determined by GEOID03.
 CG1134
 CG1134;                    North         East     Units Scale Factor Converg.
 CG1134;SPC AZ C     -    59,567.333   232,469.366   MT  0.99990450   +0 06 18.9
 CG1134;SPC AZ C     -   195,430.88    762,694.77   iFT  0.99990450   +0 06 18.9
 CG1134;UTM  12      - 3,489,355.626   432,086.617   MT  0.99965688   -0 22 27.2
 CG1134
 CG1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1134!SPC AZ C     -   0.99987298  x   0.99990450  =   0.99977749
 CG1134!UTM  12      -   0.99987298  x   0.99965688  =   0.99952990
 CG1134
 CG1134                          SUPERSEDED SURVEY CONTROL
 CG1134
 CG1134  NAD 83(1986)-  31 32 13.72165(N)    111 42 55.51458(W) AD(       ) 2
 CG1134  NAD 27      -  31 32 13.40100(N)    111 42 53.11100(W) AD(       ) 2
 CG1134
 CG1134.Superseded values are not recommended for survey control.
 CG1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1134.See file dsdata.txt to determine how the superseded data were derived.
 CG1134
 CG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV3208789356(NAD 83)
 CG1134_MARKER: Z = SEE DESCRIPTION
 CG1134_SETTING: 0 = UNSPECIFIED SETTING
 CG1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1134
 CG1134  HISTORY     - Date     Condition        Report By
 CG1134  HISTORY     - 1935     MONUMENTED       IBWC
 CG1134
 CG1134                          STATION DESCRIPTION
 CG1134
 CG1134'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1134'FROM STATION SAN MIGUEL (SEE DESCRIPTION), GO SOUTH 2.2
 CG1134'MILES TO FORKS OF ROADS (A NUMBER OF ROAD FORKS AT THIS POINT),
 CG1134'TAKE THE RIGHT FORK THAT PASSES WEST OF THE SCHOOLHOUSE, GO
 CG1134'0.3 MILE AND TAKE LEFT FORK AROUND TANK (EAST OF LARGE DIRT
 CG1134'TANK), GO 0.5 MILE, TAKE RIGHT FORK, GO 0.6 MILE TO FENCE
 CG1134'CORNER AND ROAD FORKS, TAKE LEFT FORK AND FOLLOW THE MAIN
 CG1134'TRAVELED ROAD 1.4 MILES TO FORKS, KEEP STRAIGHT AHEAD AND GO
 CG1134'1.0 MILE TO GATE IN THE BOUNDARY FENCE, TURN LEFT OR EAST
 CG1134'ALONG THE NORTH SIDE OF FENCE AND FOLLOW DIM ROAD 3.3 MILES TO
 CG1134'BOUNDARY MONUMENT AND GATE IN FENCE.  THE MONUMENT IS ABOUT 60
 CG1134'FEET SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HN0763 ***********************************************************************
 HN0763  DESIGNATION -  BOUNDARY MON 143 M AZ UT
 HN0763  PID         -  HN0763
 HN0763  STATE/COUNTY-  AZ/COCONINO
 HN0763  USGS QUAD   -  WARM CREEK BAY (1985)
 HN0763
 HN0763                         *CURRENT SURVEY CONTROL
 HN0763  ___________________________________________________________________
 HN0763* NAD 83(1992)-  37 00 05.72190(N)    111 27 34.13193(W)     ADJUSTED  
 HN0763* NAVD 88     -      1107.     (meters)    3632.     (feet)  SCALED    
 HN0763  ___________________________________________________________________
 HN0763  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HN0763  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 HN0763
 HN0763  HORZ ORDER  -  SECOND
 HN0763
 HN0763.The horizontal coordinates were established by classical geodetic methods
 HN0763.and adjusted by the National Geodetic Survey in November 1997..
 HN0763
 HN0763.The orthometric height was scaled from a topographic map.
 HN0763
 HN0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HN0763
 HN0763.The geoid height was determined by GEOID03.
 HN0763
 HN0763;                    North         East     Units Scale Factor Converg.
 HN0763;SPC AZ C     -   665,744.174   254,050.056   MT  0.99992039   +0 16 30.6
 HN0763;SPC AZ C     - 2,184,200.05    833,497.56   iFT  0.99992039   +0 16 30.6
 HN0763;SPC UT S     - 3,037,171.986   503,606.739   MT  1.00004383   +0 01 29.4
 HN0763;UTM  12      - 4,095,147.348   459,117.909   MT  0.99962059   -0 16 35.5
 HN0763
 HN0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0763!SPC AZ C     -   0.99983001  x   0.99992039  =   0.99975041
 HN0763!SPC UT S     -   0.99983001  x   1.00004383  =   0.99987383
 HN0763!UTM  12      -   0.99983001  x   0.99962059  =   0.99945066
 HN0763
 HN0763                          SUPERSEDED SURVEY CONTROL
 HN0763
 HN0763  NAD 83(1992)-  37 00 05.72192(N)    111 27 34.13196(W) AD(       ) 2
 HN0763  NAD 83(1986)-  37 00 05.71726(N)    111 27 34.13373(W) AD(       ) 2
 HN0763  NAD 27      -  37 00 05.76100(N)    111 27 31.56900(W) AD(       ) 2
 HN0763
 HN0763.Superseded values are not recommended for survey control.
 HN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0763.See file dsdata.txt to determine how the superseded data were derived.
 HN0763
 HN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5911895147(NAD 83)
 HN0763_MARKER: DD = SURVEY DISK
 HN0763_SETTING: 0 = UNSPECIFIED SETTING
 HN0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0763
 HN0763  HISTORY     - Date     Condition        Report By
 HN0763  HISTORY     - 1934     MONUMENTED       CGS
 HN0763  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 HN0763
 HN0763                          STATION DESCRIPTION
 HN0763
 HN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0763'THE STATION BROWN WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 HN0763'CONDITION.  IT IS ABOUT 12 MILES NORTHEAST OF NAVAJO BRIDGE 4
 HN0763'MILES EAST OF LONE ROCK, 2 MILES WEST OF THE COLORADO RIVER,
 HN0763'1 MILE EAST OF WAHWEAP CANYON, 1/2 MILE SOUTH OF LARGE ROCK
 HN0763'MOUNTAIN, AND ON THE UTAH AND ARIZONA STATE LINE.
 HN0763'
 HN0763'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 HN0763'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MI.  TAKE
 HN0763'LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO THE LEFT ROAD GRADED
 HN0763'AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT DOWN THE PARIA
 HN0763'RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A GATE.  PASS
 HN0763'THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR 1.6 MILES TO
 HN0763'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.6 MILES TO A FARM
 HN0763'AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH THE
 HN0763'GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3 MILES
 HN0763'AND A GROUP OF TALL TREES.  TURN LEFT LEAVING THE ROAD AND
 HN0763'CROSS RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW
 HN0763'THIS BLADED ROAD FOR ABOUT 14.0 MILES, PASSING THROUGH 4
 HN0763'GATES AND INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.
 HN0763'TURN RIGHT DOWN WAHWEAP CREEK AND FOLLOW THE CREEK BED FOR 9.0
 HN0763'MILE TO LONE ROCK.  CONTINUE ON DOWN WAHWEAP CREEK FOR 2.3 MILES
 HN0763'TO A WASH ON THE LEFT (NORTH).  TURN NORTH UP THE WASH FOR
 HN0763'0.5 MILE TO A CREEK FORK.  TAKE THE RIGHT HAND FORK AND GO
 HN0763'1.5 MILES FOLLOWING BLADED ROAD.  TURN RIGHT AND FOLLOW A CATTLE
 HN0763'TRAIL FOR 0.8 MILE TO A POINT 150 YARDS SOUTH OF A LARGE
 HN0763'SANDSTONE MOUNTAIN.  BEAR RIGHT AND CROSS COUNTRY FOR 0.8 MILE
 HN0763'TO A LOW KNOLL AND THE STATION AS DESCRIBED ABOVE.
 HN0763'
 HN0763'A UTAH AND ARIZONA BOUNDARY MARK WAS USED AS THE AZIMUTH MARK.
 HN0763'IT IS A BRONZE DISK BRAZED ON THE TOP OF A LEAD PIPE PROJECTING
 HN0763'ABOUT 3 FEET, STAMPED UTAH 143 M ARIZONA.  THE MARK IS 556 METERS
 HN0763'WEST OF THE STATION AND ON THE BOUNDARY BETWEEN UTAH AND ARIZONA.
 HN0763
 HN0763                          STATION RECOVERY (1972)
 HN0763
 HN0763'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HN0763'A.  GENERAL LOCATION-ABOUT 2-1/2 MILES W OF COLORADO RIVER
 HN0763'AND 1/2 MILE E OF WAHWEAP CANYON ON UTAH-ARIZ STATE LINE
 HN0763'
 HN0763'B.  TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HN0763'AND MAP OF LAKE POWELL AREA
 HN0763'
 HN0763'C.  STATION MARK-A 2-1/2 INCH BRASS CAP ON 2 INCH IRON PIPE
 HN0763'4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1138 ***********************************************************************
 CG1138  DESIGNATION -  BOUNDARY MON 144 MX US
 CG1138  PID         -  CG1138
 CG1138  STATE/COUNTY-  AZ/PIMA
 CG1138  USGS QUAD   -  SAN MIGUEL (1984)
 CG1138
 CG1138                         *CURRENT SURVEY CONTROL
 CG1138  ___________________________________________________________________
 CG1138* NAD 83(1992)-  31 33 06.54641(N)    111 45 42.43128(W)     ADJUSTED  
 CG1138* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 CG1138  ___________________________________________________________________
 CG1138  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CG1138  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG1138
 CG1138  HORZ ORDER  -  FIRST
 CG1138
 CG1138.The horizontal coordinates were established by classical geodetic methods
 CG1138.and adjusted by the National Geodetic Survey in August 1993..
 CG1138
 CG1138.The orthometric height was scaled from a topographic map.
 CG1138
 CG1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1138
 CG1138.The geoid height was determined by GEOID03.
 CG1138
 CG1138;                    North         East     Units Scale Factor Converg.
 CG1138;SPC AZ C     -    61,186.723   228,064.395   MT  0.99990267   +0 04 51.8
 CG1138;SPC AZ C     -   200,743.84    748,242.77   iFT  0.99990267   +0 04 51.8
 CG1138;UTM  12      - 3,491,011.427   427,696.422   MT  0.99966448   -0 23 55.1
 CG1138
 CG1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1138!SPC AZ C     -   0.99988037  x   0.99990267  =   0.99978305
 CG1138!UTM  12      -   0.99988037  x   0.99966448  =   0.99954489
 CG1138
 CG1138|---------------------------------------------------------------------|
 CG1138| PID    Reference Object                     Distance      Geod. Az  |
 CG1138|                                                           dddmmss.s |
 CG1138| CH4320 BOUNDARY MON 144 RM 2                21.440 METERS 05733     |
 CG1138| CG1137 BOUNDARY MON 145 MX US              APPROX. 5.5 KM 2901602.5 |
 CG1138| CH4321 BOUNDARY MON 144 RM 3                              2924020.1 |
 CG1138| CH4319 BOUNDARY MON 144 RM 1                31.426 METERS 32353     |
 CG1138|---------------------------------------------------------------------|
 CG1138
 CG1138                          SUPERSEDED SURVEY CONTROL
 CG1138
 CG1138  NAD 83(1986)-  31 33 06.53753(N)    111 45 42.43090(W) AD(       ) 1
 CG1138  NAD 27      -  31 33 06.22300(N)    111 45 40.01300(W) AD(       ) 1
 CG1138
 CG1138.Superseded values are not recommended for survey control.
 CG1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1138.See file dsdata.txt to determine how the superseded data were derived.
 CG1138
 CG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV2769691011(NAD 83)
 CG1138_MARKER: 71 = BOUNDARY MONUMENT
 CG1138
 CG1138  HISTORY     - Date     Condition        Report By
 CG1138  HISTORY     - 1935     FIRST OBSERVED   IBWC
 CG1138
 CG1138                          STATION DESCRIPTION
 CG1138
 CG1138'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1138'ON THE UNITED STATES-MEXICO BOUNDARY LINE ABOUT 4 MILES, AIR
 CG1138'LINE, FROM THE VILLAGE OF SAN MIGUEL.  TO REACH THE MONUMENT
 CG1138'FROM SAN MIGUEL, GO SOUTH FOR 0.3 MILE AND TURN LEFT AROUND
 CG1138'CORRAL AND RESERVOIR (CHARCO).  CONTINUE SOUTH 1.1 MILES,
 CG1138'TAKE LEFT FORK, GO 0.6 MILE AND KEEP STRAIGHT AHEAD FOR 2.1
 CG1138'MILES TO THE GATE IN THE BOUNDARY FENCE.  PASS THROUGH THE GATE
 CG1138'AND TURN TO THE LEFT, FOLLOWING THE DIM TRACKS ABOUT ONE-HALF
 CG1138'MILE TO STATION.  STATION IS MARKED BY A SMALL CROSS MADE IN
 CG1138'THE TOP OF THE MONUMENT BY THE OBSERVING PARTY AT THE TIME
 CG1138'STATION WAS OCCUPIED.  MONUMENT IS METAL WITH PYRAMID TOP.
 CG1138'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1138'IS 31.426 METERS (103.10 FEET) FROM STATION
 CG1138'N 36 DEG 08 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CG1138'BRONZE REFERENCE DISK, IS 21.440 METERS (70.34
 CG1138'FEET) FROM STATION N 57 DEG 33 MIN E. AZIMUTH MARK,
 CG1138'A STANDARD BRONZE DISK, IS ON THE SOUTH SIDE
 CG1138'OF THE INTERNATIONAL FENCE AND 0.3 MILE WEST OF THE
 CG1138'STATION N 67 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1137 ***********************************************************************
 CG1137  DESIGNATION -  BOUNDARY MON 145 MX US
 CG1137  PID         -  CG1137
 CG1137  STATE/COUNTY-  AZ/PIMA
 CG1137  USGS QUAD   -  SAN MIGUEL (1984)
 CG1137
 CG1137                         *CURRENT SURVEY CONTROL
 CG1137  ___________________________________________________________________
 CG1137* NAD 83(1992)-  31 34 08.63446(N)    111 48 58.94812(W)     ADJUSTED  
 CG1137* NAVD 88     -       807.     (meters)    2648.     (feet)  SCALED    
 CG1137  ___________________________________________________________________
 CG1137  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CG1137  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 CG1137
 CG1137  HORZ ORDER  -  THIRD
 CG1137
 CG1137.The horizontal coordinates were established by classical geodetic methods
 CG1137.and adjusted by the National Geodetic Survey in August 1993..
 CG1137
 CG1137.The orthometric height was scaled from a topographic map.
 CG1137
 CG1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1137
 CG1137.The geoid height was determined by GEOID03.
 CG1137
 CG1137;                    North         East     Units Scale Factor Converg.
 CG1137;SPC AZ C     -    63,092.791   222,880.030   MT  0.99990112   +0 03 09.0
 CG1137;SPC AZ C     -   206,997.35    731,233.69   iFT  0.99990112   +0 03 09.0
 CG1137;UTM  12      - 3,492,960.389   422,529.403   MT  0.99967402   -0 25 38.7
 CG1137
 CG1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1137!SPC AZ C     -   0.99987818  x   0.99990112  =   0.99977931
 CG1137!UTM  12      -   0.99987818  x   0.99967402  =   0.99955224
 CG1137
 CG1137|---------------------------------------------------------------------|
 CG1137| PID    Reference Object                     Distance      Geod. Az  |
 CG1137|                                                           dddmmss.s |
 CG1137| CH4293 BOUNDARY MON 145 RM 1                24.575 METERS 05936     |
 CG1137| CH4295 BOUNDARY MON 146 MX US                             2901413.6 |
 CG1137| CH4294 BOUNDARY MON 145 RM 2                23.015 METERS 34704     |
 CG1137|---------------------------------------------------------------------|
 CG1137
 CG1137                          SUPERSEDED SURVEY CONTROL
 CG1137
 CG1137  NAD 83(1986)-  31 34 08.62573(N)    111 48 58.94772(W) AD(       ) 3
 CG1137  NAD 27      -  31 34 08.31500(N)    111 48 56.52700(W) AD(       ) 3
 CG1137
 CG1137.Superseded values are not recommended for survey control.
 CG1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1137.See file dsdata.txt to determine how the superseded data were derived.
 CG1137
 CG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV2252992960(NAD 83)
 CG1137_MARKER: 71 = BOUNDARY MONUMENT
 CG1137
 CG1137  HISTORY     - Date     Condition        Report By
 CG1137  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1137
 CG1137                          STATION DESCRIPTION
 CG1137
 CG1137'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1137'ON THE UNITED STATES-MEXICO BOUNDARY, IN THE BRUSHY PLAINS ABOUT
 CG1137'3.5 MILES SOUTHWEST OF THE VILLAGE OF SAN MIGUEL.  THE MONUMENT
 CG1137'IS AN IRON SHAFT ABOUT 7.0 FEET IN HEIGHT.  A SMALL GROOVE IN THE
 CG1137'TOP OF THE MONUMENT WAS USED AS THE TRIANGULATION STATION.
 CG1137'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1137'IS 24.575 METERS (80.63 FEET) FROM STATION N 59 DEG 36 MIN E.
 CG1137'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1137'IS 23.015 METERS (75.51 FEET) FROM STATION
 CG1137'N 12 DEG 55 MIN W. BOUNDARY MONUMENT NO. 146 (I.B.C.) IS USED
 CG1137'AS AN AZIMUTH MARK AND APPEARS ON THE SKYLINE IN A SADDLE OF
 CG1137'A RIDGE, ABOUT 3 MILES FROM STATION N 69 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1139 ***********************************************************************
 CG1139  DESIGNATION -  BOUNDARY MON 147 MX US
 CG1139  PID         -  CG1139
 CG1139  STATE/COUNTY-  AZ/PIMA
 CG1139  USGS QUAD   -  SAN AGUSTIN (1979)
 CG1139
 CG1139                         *CURRENT SURVEY CONTROL
 CG1139  ___________________________________________________________________
 CG1139* NAD 83(1992)-  31 36 41.69464(N)    111 57 04.36456(W)     ADJUSTED  
 CG1139* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 CG1139  ___________________________________________________________________
 CG1139  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CG1139  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CG1139
 CG1139  HORZ ORDER  -  SECOND
 CG1139
 CG1139.The horizontal coordinates were established by classical geodetic methods
 CG1139.and adjusted by the National Geodetic Survey in August 1993..
 CG1139
 CG1139.The orthometric height was scaled from a topographic map.
 CG1139
 CG1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1139
 CG1139.The geoid height was determined by GEOID03.
 CG1139
 CG1139;                    North         East     Units Scale Factor Converg.
 CG1139;SPC AZ C     -    67,802.715   210,082.309   MT  0.99990013   -0 01 05.2
 CG1139;SPC AZ C     -   222,449.85    689,246.42   iFT  0.99990013   -0 01 05.2
 CG1139;UTM  12      - 3,497,776.380   409,774.329   MT  0.99970040   -0 29 55.0
 CG1139
 CG1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1139!SPC AZ C     -   0.99987601  x   0.99990013  =   0.99977616
 CG1139!UTM  12      -   0.99987601  x   0.99970040  =   0.99957645
 CG1139
 CG1139|---------------------------------------------------------------------|
 CG1139| PID    Reference Object                     Distance      Geod. Az  |
 CG1139|                                                           dddmmss.s |
 CG1139| CH4296 BOUNDARY MON 147 RM 1                23.760 METERS 06133     |
 CG1139| CH0152 BOUNDARY MON 150 ECC                APPROX.12.6 KM 2895856.9 |
 CG1139| CH4297 BOUNDARY MON 147 RM 2                23.640 METERS 33827     |
 CG1139|---------------------------------------------------------------------|
 CG1139
 CG1139                          SUPERSEDED SURVEY CONTROL
 CG1139
 CG1139  NAD 83(1986)-  31 36 41.68640(N)    111 57 04.36449(W) AD(       ) 2
 CG1139  NAD 27      -  31 36 41.38000(N)    111 57 01.92500(W) AD(       ) 2
 CG1139
 CG1139.Superseded values are not recommended for survey control.
 CG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1139.See file dsdata.txt to determine how the superseded data were derived.
 CG1139
 CG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV0977497776(NAD 83)
 CG1139_MARKER: 71 = BOUNDARY MONUMENT
 CG1139
 CG1139  HISTORY     - Date     Condition        Report By
 CG1139  HISTORY     - 1935     FIRST OBSERVED   IBWC
 CG1139
 CG1139                          STATION DESCRIPTION
 CG1139
 CG1139'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1139'ON THE UNITED STATES-MEXICO BORDER ABOUT 5.5 MILES SOUTH OF SAN
 CG1139'MIGUEL.  FROM SAN MIGUEL TAKE MAIN-TRAVELED ROAD SOUTH FOR ABOUT
 CG1139'6.0 MILES TO THE GATE IN THE INTERNATIONAL FENCE.  (THERE ARE
 CG1139'SEVERAL ROADS LEADING TO THE RIGHT AND TO THE LEFT, BUT THE
 CG1139'MAIN-TRAVELED ROAD IS VERY PLAIN.) PASS THROUGH THE GATE AND
 CG1139'TURN TO THE RIGHT FOLLOWING THE DIM TRACKS WEST, WINDING VERY
 CG1139'MUCH TO THE SOUTH, THENCE BACK TO THE FENCE AND TO THE
 CG1139'STATION.  STATION IS ABOUT 1 MILE WEST OF THE GATE AND
 CG1139'ABOUT 4 PACES SOUTH OF THE FENCE.  STATION MARK IS A CROSS MADE
 CG1139'IN THE TOP OF THE PYRAMID-SHAPED TOP OF THE METAL BOUNDARY
 CG1139'MONUMENT.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1139'DISK, IS 23.760 METERS (77.95 FEET) FROM STATION
 CG1139'N 61 DEG 33 MIN E. REFERENCE MARK NO. 2, A
 CG1139'STANDARD BRONZE REFERENCE DISK, IS 23.640 METERS
 CG1139'(77.56 FEET) FROM STATION N 21 DEG 33 MIN W.
 CG1139'BOUNDARY MONUMENT NO. 150 ECCENTRIC MAY BE USED AS AN AZIMUTH
 CG1139'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0153 ***********************************************************************
 CH0153  DESIGNATION -  BOUNDARY MON 149 MX US
 CH0153  PID         -  CH0153
 CH0153  STATE/COUNTY-  AZ/PIMA
 CH0153  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0153
 CH0153                         *CURRENT SURVEY CONTROL
 CH0153  ___________________________________________________________________
 CH0153* NAD 83(1992)-  31 38 17.38622(N)    112 02 08.59587(W)     ADJUSTED  
 CH0153* NAVD 88     -       754.51   (+/-2cm)    2475.4    (feet)  VERTCON   
 CH0153  ___________________________________________________________________
 CH0153  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CH0153  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0153
 CH0153  HORZ ORDER  -  THIRD
 CH0153  VERT ORDER  -  THIRD ? (See Below)
 CH0153
 CH0153.The horizontal coordinates were established by classical geodetic methods
 CH0153.and adjusted by the National Geodetic Survey in August 1993..
 CH0153
 CH0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0153.The vertical order pertains to the NGVD 29 superseded value.
 CH0153
 CH0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0153
 CH0153.The geoid height was determined by GEOID03.
 CH0153
 CH0153;                    North         East     Units Scale Factor Converg.
 CH0153;SPC AZ C     -    70,755.364   202,067.345   MT  0.99990157   -0 03 44.8
 CH0153;SPC AZ C     -   232,137.02    662,950.61   iFT  0.99990157   -0 03 44.8
 CH0153;UTM  12      - 3,500,795.591   401,785.947   MT  0.99971897   -0 32 36.0
 CH0153
 CH0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0153!SPC AZ C     -   0.99988644  x   0.99990157  =   0.99978802
 CH0153!UTM  12      -   0.99988644  x   0.99971897  =   0.99960544
 CH0153
 CH0153|---------------------------------------------------------------------|
 CH0153| PID    Reference Object                     Distance      Geod. Az  |
 CH0153|                                                           dddmmss.s |
 CH0153| CH4298 BOUNDARY MON 149 RM 1                18.540 METERS 03642     |
 CH0153| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.44.2 KM 0702443.1 |
 CH0153| CH0152 BOUNDARY MON 150 ECC                APPROX. 4.0 KM 2892756.9 |
 CH0153| CH4299 BOUNDARY MON 149 RM 2                28.788 METERS 32821     |
 CH0153|---------------------------------------------------------------------|
 CH0153
 CH0153                          SUPERSEDED SURVEY CONTROL
 CH0153
 CH0153  NAD 83(1986)-  31 38 17.37814(N)    112 02 08.59581(W) AD(       ) 3
 CH0153  NAD 27      -  31 38 17.07500(N)    112 02 06.15000(W) AD(       ) 3
 CH0153  NGVD 29 (07/19/86)  753.78   (m)         2473.0    (f) LEVELING    3  
 CH0153
 CH0153.Superseded values are not recommended for survey control.
 CH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0153.See file dsdata.txt to determine how the superseded data were derived.
 CH0153
 CH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0178600796(NAD 83)
 CH0153_MARKER: 71 = BOUNDARY MONUMENT
 CH0153
 CH0153  HISTORY     - Date     Condition        Report By
 CH0153  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0153  HISTORY     - 1958     GOOD             IBWC
 CH0153  HISTORY     - 1972     GOOD             IBWC
 CH0153
 CH0153                          STATION DESCRIPTION
 CH0153
 CH0153'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0153'ON THE UNITED STATES-MEXICO BOUNDARY, ABOUT 4 MILES, AIR LINE,
 CH0153'SOUTH-SOUTHWEST OF ROCKY POINT INDIAN VILLAGE, ABOUT 16 MILES,
 CH0153'AIR LINE, WEST OF THE VILLAGE OF SAN MIGUEL, ON A BRUSHY PLAIN,
 CH0153'AND 18 METERS SOUTH OF THE BARBWIRE BOUNDARY FENCE.  THE BOUNDARY
 CH0153'MONUMENT IS A STEEL SHAFT ABOUT 7 FEET HIGH, 12 INCHES SQUARE
 CH0153'AT THE BOTTOM, ABOUT 10 INCHES SQUARE AT THE TOP, POINTED
 CH0153'AT THE EXTREME TOP, AND SET IN A CONCRETE BASE.  REFERENCE
 CH0153'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CH0153'18.540 METERS (60.83 FEET) FROM STATION N 36 DEG 42 MIN E.
 CH0153'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CH0153'DISK, IS 28.788 METERS (94.45 FEET) FROM STATION
 CH0153'N 31 DEG 39 MIN W.
 CH0153
 CH0153                          STATION RECOVERY (1958)
 CH0153
 CH0153'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CH0153'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CH0153'
 CH0153'STATION IS LOCATED ON A LOW FLAT RIDGE BETWEEN TWO DRAINS,
 CH0153'75 FEET SSW OF THE CENTERLINE OF BOUNDARY TRAIL.  45 FEET NE
 CH0153'OF LONE DARK BUSH.  91 FEET SNW OF LONE BUSH.  160 FEET S
 CH0153'OF SMALL DARK BUSH.
 CH0153
 CH0153                          STATION RECOVERY (1972)
 CH0153
 CH0153'RECOVERY NOTE BY INT BDRY WTR COMM 1972 (JHW)
 CH0153'THE BOUNDARY MONUMENT AND THE BRASS CAP WERE RECOVERED IN GOOD
 CH0153'CONDITION AS DESCRIBED BY USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0152 ***********************************************************************
 CH0152  DESIGNATION -  BOUNDARY MON 150 ECC
 CH0152  PID         -  CH0152
 CH0152  STATE/COUNTY-  AZ/PIMA
 CH0152  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0152
 CH0152                         *CURRENT SURVEY CONTROL
 CH0152  ___________________________________________________________________
 CH0152* NAD 83(1992)-  31 39 00.96056(N)    112 04 32.79073(W)     ADJUSTED  
 CH0152* NAVD 88     -       736.     (meters)    2415.     (feet)  SCALED    
 CH0152  ___________________________________________________________________
 CH0152  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CH0152  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0152
 CH0152  HORZ ORDER  -  FIRST
 CH0152
 CH0152.The horizontal coordinates were established by classical geodetic methods
 CH0152.and adjusted by the National Geodetic Survey in August 1993..
 CH0152
 CH0152.The orthometric height was scaled from a topographic map.
 CH0152
 CH0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0152
 CH0152.The geoid height was determined by GEOID03.
 CH0152
 CH0152;                    North         East     Units Scale Factor Converg.
 CH0152;SPC AZ C     -    72,102.167   198,270.047   MT  0.99990281   -0 05 00.6
 CH0152;SPC AZ C     -   236,555.67    650,492.28   iFT  0.99990281   -0 05 00.6
 CH0152;UTM  12      - 3,502,173.977   398,000.764   MT  0.99972831   -0 33 52.4
 CH0152
 CH0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0152!SPC AZ C     -   0.99988939  x   0.99990281  =   0.99979221
 CH0152!UTM  12      -   0.99988939  x   0.99972831  =   0.99961773
 CH0152
 CH0152|---------------------------------------------------------------------|
 CH0152| PID    Reference Object                     Distance      Geod. Az  |
 CH0152|                                                           dddmmss.s |
 CH0152| CH4300 BOUNDARY MON 150 ECC RM 1             9.568 METERS 11253     |
 CH0152| CH0151 BOUNDARY MON 151 MX US              APPROX. 3.6 KM 2905129.6 |
 CH0152| CH0150 BOUNDARY MON 150 MX US               60.028 METERS 34437     |
 CH0152| CH4301 BOUNDARY MON 150 ECC RM 2             4.598 METERS 35625     |
 CH0152|---------------------------------------------------------------------|
 CH0152
 CH0152                          SUPERSEDED SURVEY CONTROL
 CH0152
 CH0152  NAD 83(1986)-  31 39 00.95251(N)    112 04 32.79065(W) AD(       ) 1
 CH0152  NAD 27      -  31 39 00.65100(N)    112 04 30.33900(W) AD(       ) 1
 CH0152
 CH0152.Superseded values are not recommended for survey control.
 CH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0152.See file dsdata.txt to determine how the superseded data were derived.
 CH0152
 CH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9800102174(NAD 83)
 CH0152_MARKER: DS = TRIANGULATION STATION DISK
 CH0152_SETTING: 66 = SET IN ROCK OUTCROP
 CH0152
 CH0152  HISTORY     - Date     Condition        Report By
 CH0152  HISTORY     - 1935     MONUMENTED       CGS
 CH0152
 CH0152                          STATION DESCRIPTION
 CH0152
 CH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0152'ON A LOW ROCKY HILL EAST-SOUTHEAST OF BOUNDARY MONUMENT NO. 150
 CH0152'(I.B.C.) AND CAN BE REACHED FROM SELLS BY GOING SOUTH TO
 CH0152'VAMORI.  THE ROCKY RIDGE ON WHICH THE STATION IS LOCATED
 CH0152'IS CONSPICUOUS FROM ROCKY POINT INDIAN VILLAGE AND BEARS
 CH0152'S 48 DEG W FROM THE VILLAGE.  MARKED BY A STANDARD BRONZE
 CH0152'DISK. REFERENCE MARK NO. 1, A STANDARD
 CH0152'BRONZE REFERENCE DISK, IS 9.568 METERS (31.39 FEET)
 CH0152'FROM STATION S 67 DEG 08 MIN E. REFERENCE MARK NO. 2,
 CH0152'A STANDARD BRONZE REFERENCE DISK, IS 4.568 METERS
 CH0152'(14.99 FEET) FROM STATION N 03 DEG 33 MIN W.
 CH0152'BOUNDARY MONUMENT NO. 150 (I.B.C.) IS ONE OF THE MASONRY
 CH0152'TYPE, 11 FEET HIGH AND 3-1/2 FEET SQUARE AT THE BASE
 CH0152'AND IS SITUATED ON THE LEVEL GROUND APPROXIMATELY 100 FEET
 CH0152'NORTHWEST OF THE BASE OF A SMALL LAVA OUTCROPPING LEDGE
 CH0152'WHICH IS APPROXIMATELY 30 FEET IN HEIGHT.  IT IS 60.14
 CH0152'METERS (197.3 FEET) FROM STATION N 15 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0150 ***********************************************************************
 CH0150  DESIGNATION -  BOUNDARY MON 150 MX US
 CH0150  PID         -  CH0150
 CH0150  STATE/COUNTY-  AZ/PIMA
 CH0150  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0150
 CH0150                         *CURRENT SURVEY CONTROL
 CH0150  ___________________________________________________________________
 CH0150* NAD 83(1992)-  31 39 02.83965(N)    112 04 33.39519(W)     ADJUSTED  
 CH0150* NAVD 88     -       736.     (meters)    2415.     (feet)  SCALED    
 CH0150  ___________________________________________________________________
 CH0150  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CH0150  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0150
 CH0150  HORZ ORDER  -  SECOND
 CH0150
 CH0150.The horizontal coordinates were established by classical geodetic methods
 CH0150.and adjusted by the National Geodetic Survey in August 1993..
 CH0150
 CH0150.The orthometric height was scaled from a topographic map.
 CH0150
 CH0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0150
 CH0150.The geoid height was determined by GEOID03.
 CH0150
 CH0150;                    North         East     Units Scale Factor Converg.
 CH0150;SPC AZ C     -    72,160.061   198,254.207   MT  0.99990281   -0 05 00.9
 CH0150;SPC AZ C     -   236,745.61    650,440.31   iFT  0.99990281   -0 05 00.9
 CH0150;UTM  12      - 3,502,231.991   397,985.413   MT  0.99972835   -0 33 52.7
 CH0150
 CH0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0150!SPC AZ C     -   0.99988939  x   0.99990281  =   0.99979221
 CH0150!UTM  12      -   0.99988939  x   0.99972835  =   0.99961777
 CH0150
 CH0150:                Primary Azimuth Mark                     Grid Az
 CH0150:SPC AZ C     -  ROCKY POINT                              045 59 59.9
 CH0150:UTM  12      -  ROCKY POINT                              046 28 51.7
 CH0150
 CH0150|---------------------------------------------------------------------|
 CH0150| PID    Reference Object                     Distance      Geod. Az  |
 CH0150|                                                           dddmmss.s |
 CH0150| CG1141 ROCKY POINT                         APPROX.10.5 KM 0455459.0 |
 CH0150|---------------------------------------------------------------------|
 CH0150
 CH0150                          SUPERSEDED SURVEY CONTROL
 CH0150
 CH0150  NAD 83(1986)-  31 39 02.83159(N)    112 04 33.39511(W) AD(       ) 2
 CH0150  NAD 27      -  31 39 02.53400(N)    112 04 30.94400(W) AD(       ) 2
 CH0150
 CH0150.Superseded values are not recommended for survey control.
 CH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0150.See file dsdata.txt to determine how the superseded data were derived.
 CH0150
 CH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9798502232(NAD 83)
 CH0150
 CH0150  HISTORY     - Date     Condition        Report By
 CH0150  HISTORY     - 1910     MONUMENTED       IBC
 CH0150  HISTORY     - 1935     GOOD             IBWC
 CH0150
 CH0150                          STATION DESCRIPTION
 CH0150
 CH0150'DESCRIBED BY INT BDRY WTR COMM 1935
 CH0150'BOUNDARY MONUMENT NO. 150 (I.B.W.C.) IS ONE OF THE MASONRY
 CH0150'TYPE, 11 FEET HIGH AND 3-1/2 FEET SQUARE AT THE BASE
 CH0150'AND IS SITUATED ON THE LEVEL GROUND APPROXIMATELY 100 FEET
 CH0150'NORTHWEST OF THE BASE OF A SMALL LAVA OUTCROPPING LEDGE
 CH0150'WHICH IS APPROXIMATELY 30 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0151 ***********************************************************************
 CH0151  DESIGNATION -  BOUNDARY MON 151 MX US
 CH0151  PID         -  CH0151
 CH0151  STATE/COUNTY-  AZ/PIMA
 CH0151  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0151
 CH0151                         *CURRENT SURVEY CONTROL
 CH0151  ___________________________________________________________________
 CH0151* NAD 83(1992)-  31 39 43.05411(N)    112 06 42.00776(W)     ADJUSTED  
 CH0151* NAVD 88     -       705.78   (+/-2cm)    2315.5    (feet)  VERTCON   
 CH0151  ___________________________________________________________________
 CH0151  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CH0151  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CH0151
 CH0151  HORZ ORDER  -  THIRD
 CH0151  VERT ORDER  -  THIRD ? (See Below)
 CH0151
 CH0151.The horizontal coordinates were established by classical geodetic methods
 CH0151.and adjusted by the National Geodetic Survey in August 1993..
 CH0151
 CH0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0151.The vertical order pertains to the NGVD 29 superseded value.
 CH0151
 CH0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0151
 CH0151.The geoid height was determined by GEOID03.
 CH0151
 CH0151;                    North         East     Units Scale Factor Converg.
 CH0151;SPC AZ C     -    73,404.052   194,868.184   MT  0.99990422   -0 06 08.5
 CH0151;SPC AZ C     -   240,826.94    639,331.31   iFT  0.99990422   -0 06 08.5
 CH0151;UTM  12      - 3,503,504.154   394,610.532   MT  0.99973699   -0 35 00.9
 CH0151
 CH0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0151!SPC AZ C     -   0.99989410  x   0.99990422  =   0.99979833
 CH0151!UTM  12      -   0.99989410  x   0.99973699  =   0.99963112
 CH0151
 CH0151|---------------------------------------------------------------------|
 CH0151| PID    Reference Object                     Distance      Geod. Az  |
 CH0151|                                                           dddmmss.s |
 CH0151| CH4302 BOUNDARY MON 151 RM 1                23.665 METERS 05736     |
 CH0151| CH0152 BOUNDARY MON 150 ECC                APPROX. 3.6 KM 1105021.8 |
 CH0151| CH4303 BOUNDARY MON 151 RM 2                24.505 METERS 34102     |
 CH0151|---------------------------------------------------------------------|
 CH0151
 CH0151                          SUPERSEDED SURVEY CONTROL
 CH0151
 CH0151  NAD 83(1986)-  31 39 43.04611(N)    112 06 42.00779(W) AD(       ) 3
 CH0151  NAD 27      -  31 39 42.74600(N)    112 06 39.55300(W) AD(       ) 3
 CH0151  NGVD 29 (07/19/86)  705.06   (m)         2313.2    (f) LEVELING    3  
 CH0151
 CH0151.Superseded values are not recommended for survey control.
 CH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0151.See file dsdata.txt to determine how the superseded data were derived.
 CH0151
 CH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9461103504(NAD 83)
 CH0151_MARKER: 71 = BOUNDARY MONUMENT
 CH0151
 CH0151  HISTORY     - Date     Condition        Report By
 CH0151  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0151
 CH0151                          STATION DESCRIPTION
 CH0151
 CH0151'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0151'ON THE UNITED STATES-MEXICO BOUNDARY LINE ABOUT 13.5 MILES,
 CH0151'AIR LINE, SOUTHWEST OF THE INDIAN VILLAGE OF VAMORI.  STATION
 CH0151'IS THE CENTER OF THE TOP OF THE MONUMENT WHICH IS A 7-FOOT
 CH0151'IRON SHAFT ABOUT 60 FEET SOUTH OF THE BOUNDARY FENCE.  REFERENCE
 CH0151'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 23.665
 CH0151'METERS (77.64 FEET) FROM STATION N 57 DEG 36 MIN E.
 CH0151'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CH0151'IS 24.505 METERS (80.40 FEET) FROM STATION N 18 DEG
 CH0151'58 MIN W. BOUNDARY MONUMENT NO. 150 ECCENTRIC MAY BE
 CH0151'USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0156 ***********************************************************************
 CH0156  DESIGNATION -  BOUNDARY MON 155 MX US
 CH0156  PID         -  CH0156
 CH0156  STATE/COUNTY-  AZ/PIMA
 CH0156  USGS QUAD   -  SOUTH OF PAPAGO FARM (1988)
 CH0156
 CH0156                         *CURRENT SURVEY CONTROL
 CH0156  ___________________________________________________________________
 CH0156* NAD 83(1992)-  31 43 37.32124(N)    112 19 14.20210(W)     ADJUSTED  
 CH0156* NAVD 88     -       525.72   (+/-2cm)    1724.8    (feet)  VERTCON   
 CH0156  ___________________________________________________________________
 CH0156  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CH0156  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CH0156
 CH0156  HORZ ORDER  -  SECOND
 CH0156  VERT ORDER  -  THIRD ? (See Below)
 CH0156
 CH0156.The horizontal coordinates were established by classical geodetic methods
 CH0156.and adjusted by the National Geodetic Survey in August 1993..
 CH0156
 CH0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0156.The vertical order pertains to the NGVD 29 superseded value.
 CH0156
 CH0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0156
 CH0156.The geoid height was determined by GEOID03.
 CH0156
 CH0156;                    North         East     Units Scale Factor Converg.
 CH0156;SPC AZ C     -    80,673.296   175,081.001   MT  0.99991807   -0 12 44.7
 CH0156;SPC AZ C     -   264,676.17    574,412.73   iFT  0.99991807   -0 12 44.7
 CH0156;UTM  12      - 3,510,938.402   374,888.042   MT  0.99979305   -0 41 40.4
 CH0156
 CH0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0156!SPC AZ C     -   0.99992244  x   0.99991807  =   0.99984051
 CH0156!UTM  12      -   0.99992244  x   0.99979305  =   0.99971550
 CH0156
 CH0156|---------------------------------------------------------------------|
 CH0156| PID    Reference Object                     Distance      Geod. Az  |
 CH0156|                                                           dddmmss.s |
 CH0156| CH4323 BOUNDARY MON 155 RM 1                20.828 METERS 04029     |
 CH0156| CH4322 BOUNDARY MON 155 AZ MK                             2941712.8 |
 CH0156| CH4324 BOUNDARY MON 155 RM 2                24.919 METERS 34130     |
 CH0156|---------------------------------------------------------------------|
 CH0156
 CH0156                          SUPERSEDED SURVEY CONTROL
 CH0156
 CH0156  NAD 83(1986)-  31 43 37.31310(N)    112 19 14.20200(W) AD(       ) 2
 CH0156  NAD 27      -  31 43 37.01700(N)    112 19 11.72600(W) AD(       ) 2
 CH0156  NGVD 29 (07/19/86)  525.02   (m)         1722.5    (f) LEVELING    3  
 CH0156
 CH0156.Superseded values are not recommended for survey control.
 CH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0156.See file dsdata.txt to determine how the superseded data were derived.
 CH0156
 CH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7488810938(NAD 83)
 CH0156_MARKER: 71 = BOUNDARY MONUMENT
 CH0156
 CH0156  HISTORY     - Date     Condition        Report By
 CH0156  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0156  HISTORY     - 1972     GOOD             IBWC
 CH0156
 CH0156                          STATION DESCRIPTION
 CH0156
 CH0156'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0156'ON THE UNITED STATES-MEXICO BOUNDARY LINE, ABOUT 6 MILES, AIR
 CH0156'LINE, SOUTH OF THE INDIAN VILLAGE OF MOLENITUS AND ABOUT
 CH0156'30 MILES, AIR LINE, SOUTHWEST OF SELLS.  THE BOUNDARY MARK
 CH0156'IS AN IRON SHAFT, 12 INCHES SQUARE AT THE BASE, ABOUT 10
 CH0156'INCHES SQUARE AT THE TOP, POINTED AT THE EXTREME TOP, AND
 CH0156'ABOUT 7 FEET HIGH.  THE SHAFT IS PAINTED A SILVER COLOR, AND
 CH0156'THE BASE IS OF CONCRETE.  THE MONUMENT STANDS 19.3 METERS
 CH0156'SOUTH OF THE BOUNDARY FENCE LINE.  REFERENCE MARK NO. 1, A
 CH0156'STANDARD BRONZE REFERENCE DISK, PROJECTING ABOUT 8
 CH0156'INCHES, IS 20.828 METERS (68.33 FEET) FROM STATION
 CH0156'N 40 DEG 29 MIN E. REFERENCE MARK NO. 2, A
 CH0156'STANDARD BRONZE REFERENCE DISK, PROJECTING ABOUT 8
 CH0156'INCHES, IS 24.919 METERS (81.76 FEET) FROM STATION
 CH0156'N 18 DEG 30 MIN W. THE AZIMUTH MARK, A STANDARD
 CH0156'BRONZE DISK, IS 19 PACES NORTH OF THE BOUNDARY
 CH0156'FENCE LINE AND 0.3 MILE FROM STATION N 65 DEG 44 MIN W.
 CH0156
 CH0156                          STATION RECOVERY (1972)
 CH0156
 CH0156'RECOVERY NOTE BY INT BDRY WTR COMM 1972 (JHW)
 CH0156'THE BOUNDARY MARKER, THE TRIANGULATION BRASS CAP AND THE REFERENCE
 CH0156'MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 CH0156'USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0157 ***********************************************************************
 CH0157  DESIGNATION -  BOUNDARY MON 156 MX US
 CH0157  PID         -  CH0157
 CH0157  STATE/COUNTY-  AZ/PIMA
 CH0157  USGS QUAD   -  SOUTH OF PAPAGO FARM (1988)
 CH0157
 CH0157                         *CURRENT SURVEY CONTROL
 CH0157  ___________________________________________________________________
 CH0157* NAD 83(1992)-  31 44 36.92696(N)    112 22 26.40298(W)     ADJUSTED  
 CH0157* NAVD 88     -       516.59   (+/-2cm)    1694.8    (feet)  VERTCON   
 CH0157  ___________________________________________________________________
 CH0157  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CH0157  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CH0157
 CH0157  HORZ ORDER  -  SECOND
 CH0157  VERT ORDER  -  THIRD ? (See Below)
 CH0157
 CH0157.The horizontal coordinates were established by classical geodetic methods
 CH0157.and adjusted by the National Geodetic Survey in August 1993..
 CH0157
 CH0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0157.The vertical order pertains to the NGVD 29 superseded value.
 CH0157
 CH0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0157
 CH0157.The geoid height was determined by GEOID03.
 CH0157
 CH0157;                    North         East     Units Scale Factor Converg.
 CH0157;SPC AZ C     -    82,529.029   170,029.355   MT  0.99992315   -0 14 26.2
 CH0157;SPC AZ C     -   270,764.53    557,839.09   iFT  0.99992315   -0 14 26.2
 CH0157;UTM  12      - 3,512,836.361   369,852.797   MT  0.99980890   -0 43 22.8
 CH0157
 CH0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0157!SPC AZ C     -   0.99992388  x   0.99992315  =   0.99984704
 CH0157!UTM  12      -   0.99992388  x   0.99980890  =   0.99973279
 CH0157
 CH0157|---------------------------------------------------------------------|
 CH0157| PID    Reference Object                     Distance      Geod. Az  |
 CH0157|                                                           dddmmss.s |
 CH0157| CH4305 BOUNDARY MON 156 RM 1                18.350 METERS 02928     |
 CH0157| CH4304 BOUNDARY MON 156 AZ MK                             1052732.0 |
 CH0157| CH0172 BOUNDARY MON 160 MX US              APPROX.16.5 KM 2895542.2 |
 CH0157| CH4306 BOUNDARY MON 156 RM 2                26.712 METERS 33157     |
 CH0157|---------------------------------------------------------------------|
 CH0157
 CH0157                          SUPERSEDED SURVEY CONTROL
 CH0157
 CH0157  NAD 83(1986)-  31 44 36.91869(N)    112 22 26.40300(W) AD(       ) 2
 CH0157  NAD 27      -  31 44 36.62600(N)    112 22 23.92000(W) AD(       ) 2
 CH0157  NGVD 29 (07/19/86)  515.89   (m)         1692.5    (f) LEVELING    3  
 CH0157
 CH0157.Superseded values are not recommended for survey control.
 CH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0157.See file dsdata.txt to determine how the superseded data were derived.
 CH0157
 CH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6985312836(NAD 83)
 CH0157_MARKER: X = CHISELED CROSS
 CH0157_SETTING: 0 = UNSPECIFIED SETTING
 CH0157
 CH0157  HISTORY     - Date     Condition        Report By
 CH0157  HISTORY     - 1935     MONUMENTED       IBWC
 CH0157  HISTORY     - 1958     GOOD             IBWC
 CH0157
 CH0157                          STATION DESCRIPTION
 CH0157
 CH0157'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CH0157'ON THE UNITED STATES-MEXICO BOUNDARY ABOUT 8 MILES, AIR LINE,
 CH0157'SOUTHWEST OF THE INDIAN VILLAGE OF MOLENITUS, 11 MILES, AIR
 CH0157'LINE, SOUTHWEST OF THE SANFORD RANCH ON THE LEVEL PLAIN MIDWAY
 CH0157'BETWEEN THE LA LESNA AND NARIZ MOUNTAIN RANGES AND 60 FEET
 CH0157'SOUTH OF THE BOUNDARY FENCE.  MARKED BY A CROSS IN THE APEX OF
 CH0157'THE MONUMENT.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CH0157'DISK, IS 18.350 METERS (60.20 FEET) FROM STATION
 CH0157'N 29 DEG 27 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CH0157'BRONZE REFERENCE DISK, IS 26.712 METERS (87.64
 CH0157'FEET) FROM STATION N 28 DEG 03 MIN W. THE AZIMUTH
 CH0157'MARK, A STANDARD BRONZE DISK, IS ABOUT 0.4 MILE
 CH0157'FROM STATION S 74 DEG 32 MIN E.
 CH0157
 CH0157                          STATION RECOVERY (1958)
 CH0157
 CH0157'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CH0157'STATION RECOVERED AS DESCRIBED.
 CH0157'
 CH0157'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CH0157'
 CH0157'STATION IS LOCATED ON A LOW FLAT RIDGE, 87.0 FEET S OF THE
 CH0157'CENTERLINE OF TRAIL AT BUSH S OF TRAIL.  110.0 FEET NNW OF
 CH0157'LONE BUSH.  167.0 FEET SW OF LONE BUSH S OF TRAIL.  413.0 FEET
 CH0157'W OF THE CENTER OF TWO BUSHES S OF TRAIL.  1.5 FEET NW OF SMALL
 CH0157'DARK BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0162 ***********************************************************************
 CH0162  DESIGNATION -  BOUNDARY MON 158 MX US
 CH0162  PID         -  CH0162
 CH0162  STATE/COUNTY-  AZ/PIMA
 CH0162  USGS QUAD   -  BAILEY PEAK (1988)
 CH0162
 CH0162                         *CURRENT SURVEY CONTROL
 CH0162  ___________________________________________________________________
 CH0162* NAD 83(1992)-  31 46 12.21493(N)    112 27 34.36187(W)     ADJUSTED  
 CH0162* NAVD 88     -       534.40   (+/-2cm)    1753.3    (feet)  VERTCON   
 CH0162  ___________________________________________________________________
 CH0162  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CH0162  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CH0162
 CH0162  HORZ ORDER  -  THIRD
 CH0162  VERT ORDER  -  THIRD ? (See Below)
 CH0162
 CH0162.The horizontal coordinates were established by classical geodetic methods
 CH0162.and adjusted by the National Geodetic Survey in August 1993..
 CH0162
 CH0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0162.The vertical order pertains to the NGVD 29 superseded value.
 CH0162
 CH0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0162
 CH0162.The geoid height was determined by GEOID03.
 CH0162
 CH0162;                    North         East     Units Scale Factor Converg.
 CH0162;SPC AZ C     -    85,500.953   161,938.913   MT  0.99993260   -0 17 09.0
 CH0162;SPC AZ C     -   280,514.94    531,295.65   iFT  0.99993260   -0 17 09.0
 CH0162;UTM  12      - 3,515,875.998   361,788.524   MT  0.99983559   -0 46 06.9
 CH0162
 CH0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0162!SPC AZ C     -   0.99992109  x   0.99993260  =   0.99985369
 CH0162!UTM  12      -   0.99992109  x   0.99983559  =   0.99975669
 CH0162
 CH0162|---------------------------------------------------------------------|
 CH0162| PID    Reference Object                     Distance      Geod. Az  |
 CH0162|                                                           dddmmss.s |
 CH0162| CH4326 BOUNDARY MON 158 RM 1                              05632     |
 CH0162| CH4325 BOUNDARY MON 158 AZ MK                             1060113.0 |
 CH0162| CH4327 BOUNDARY MON 158 RM 2                              34327     |
 CH0162|---------------------------------------------------------------------|
 CH0162
 CH0162                          SUPERSEDED SURVEY CONTROL
 CH0162
 CH0162  NAD 83(1986)-  31 46 12.20645(N)    112 27 34.36204(W) AD(       ) 3
 CH0162  NAD 27      -  31 46 11.92200(N)    112 27 31.87100(W) AD(       ) 3
 CH0162  NGVD 29 (07/19/86)  533.70   (m)         1751.0    (f) LEVELING    3  
 CH0162
 CH0162.Superseded values are not recommended for survey control.
 CH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0162.See file dsdata.txt to determine how the superseded data were derived.
 CH0162
 CH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6178915876(NAD 83)
 CH0162_MARKER: 71 = BOUNDARY MONUMENT
 CH0162
 CH0162  HISTORY     - Date     Condition        Report By
 CH0162  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0162
 CH0162                          STATION DESCRIPTION
 CH0162
 CH0162'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0162'ON THE UNITED STATES-MEXICO BOUNDARY, 22-1/2 MILES SOUTH-SOUTHWEST
 CH0162'OF PISINEMO, 12 MILES SOUTHWEST OF THE INDIAN VILLAGE OF MOLENITUS,
 CH0162'ON THE FLAT DESERT PLAIN LYING SOUTH OF THE SOUTH END OF THE
 CH0162'MESQUITE MOUNTAINS AND WEST OF THE NORTH END OF THE LESNA
 CH0162'MOUNTAIN RANGE, ABOUT 2 MILES WEST OF THE ABANDONED INDIAN
 CH0162'VILLAGE OF COMOTE AND 75 FEET SOUTH OF THE CENTER OF THE
 CH0162'TRACK ROAD ALONG THE NORTH SIDE OF THE BOUNDARY FENCE.  THE
 CH0162'STATION IS THE CENTER OF THE TOP OF A STANDARD CAST-IRON
 CH0162'BOUNDARY MARKER ABOUT 7 FEET HIGH, PAINTED ALUMINUM AND HAVING
 CH0162'THE RAISED NUMERALS 158 FIXED TO ITS EAST SIDE.  REFERENCE AND
 CH0162'AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CH0162'REFERENCE MARK NO. 1 IS ON THE NORTH
 CH0162'SIDE OF THE BOUNDARY FENCE, AT SOUTH EDGE OF THE TRACK ROAD AND
 CH0162'IS N 56 DEG 32 MIN E FROM THE STATION.
 CH0162'REFERENCE MARK NO. 2 IS ON THE NORTH SIDE OF THE BOUNDARY
 CH0162'FENCE, AT SOUTH EDGE OF THE TRACK ROAD AND IS N 16 DEG
 CH0162'33 MIN W FROM THE STATION.  THE AZIMUTH MARK IS ON THE
 CH0162'NORTH SIDE OF THE ROAD, 35 FEET NORTH OF THE BOUNDARY
 CH0162'FENCE, 25 FEET WEST OF A SHALLOW WASH AND ABOUT 0.2 MILE
 CH0162'FROM STATION S 74 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0173 ***********************************************************************
 CH0173  DESIGNATION -  BOUNDARY MON 160 ECC
 CH0173  PID         -  CH0173
 CH0173  STATE/COUNTY-  AZ/PIMA
 CH0173  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0173
 CH0173                         *CURRENT SURVEY CONTROL
 CH0173  ___________________________________________________________________
 CH0173* NAD 83(1992)-  31 47 39.38632(N)    112 32 16.87091(W)     ADJUSTED  
 CH0173* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 CH0173  ___________________________________________________________________
 CH0173  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CH0173  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CH0173
 CH0173  HORZ ORDER  -  THIRD
 CH0173
 CH0173.The horizontal coordinates were established by classical geodetic methods
 CH0173.and adjusted by the National Geodetic Survey in August 1993..
 CH0173
 CH0173.The orthometric height was scaled from a topographic map.
 CH0173
 CH0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0173
 CH0173.The geoid height was determined by GEOID03.
 CH0173
 CH0173;                    North         East     Units Scale Factor Converg.
 CH0173;SPC AZ C     -    88,225.471   154,521.049   MT  0.99994268   -0 19 38.6
 CH0173;SPC AZ C     -   289,453.65    506,958.82   iFT  0.99994268   -0 19 38.6
 CH0173;UTM  12      - 3,518,662.692   354,394.546   MT  0.99986148   -0 48 37.7
 CH0173
 CH0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0173!SPC AZ C     -   0.99987631  x   0.99994268  =   0.99981900
 CH0173!UTM  12      -   0.99987631  x   0.99986148  =   0.99973781
 CH0173
 CH0173|---------------------------------------------------------------------|
 CH0173| PID    Reference Object                     Distance      Geod. Az  |
 CH0173|                                                           dddmmss.s |
 CH0173| CH4307 BOUNDARY MON 160 RM                   4.570 METERS 06547     |
 CH0173| CH0172 BOUNDARY MON 160 MX US                3.078 METERS 10907     |
 CH0173| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.22.5 KM 3284837.2 |
 CH0173| CH0171 MENAGERS STORE NORTH GABLE          APPROX. 2.9 KM 3342759.3 |
 CH0173| DA1509 MONTEZUMA HEAD                      APPROX.36.8 KM 3384625.2 |
 CH0173|---------------------------------------------------------------------|
 CH0173
 CH0173                          SUPERSEDED SURVEY CONTROL
 CH0173
 CH0173  NAD 83(1986)-  31 47 39.37697(N)    112 32 16.86941(W) AD(       ) 3
 CH0173  NAD 27      -  31 47 39.17730(N)    112 32 14.49100(W) AD(       ) 3
 CH0173
 CH0173.Superseded values are not recommended for survey control.
 CH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0173.See file dsdata.txt to determine how the superseded data were derived.
 CH0173
 CH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA5439518663(NAD 83)
 CH0173_MARKER: DS = TRIANGULATION STATION DISK
 CH0173_SETTING: 66 = SET IN ROCK OUTCROP
 CH0173_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CH0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0173+STABILITY: POSITION/ELEVATION WELL
 CH0173
 CH0173  HISTORY     - Date     Condition        Report By
 CH0173  HISTORY     - 1920     MONUMENTED       CGS
 CH0173  HISTORY     - 1972     GOOD             AZHD
 CH0173
 CH0173                          STATION DESCRIPTION
 CH0173
 CH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CH0173'NEAR MENAGERS RANCH AND ABOUT 1 MILE EAST OF THE SADDLE ON
 CH0173'THE MOUNTAIN.  MARKED BY A STANDARD BRONZE DISK.
 CH0173'REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK,
 CH0173'12C, IS 4.57 METERS (15.0 FEET) FROM STATION N 65 DEG 47 MIN E.
 CH0173
 CH0173                          STATION RECOVERY (1972)
 CH0173
 CH0173'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0173'THE STATION, THE REFERENCE MARK, AND BOUNDARY MARKER 160 WERE
 CH0173'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARKS ARE LOCATED
 CH0173'ABOUT 12 MILES SOUTHEASTERLY ALONG THE INTERNATIONAL BOUNDARY FROM
 CH0173'LUKEVILLE, ARIZONA, ON THE CREST OF THE STERRA DE LA NARIZ,
 CH0173'AND ABOUT 2 MILES SOUTHEAST OF THE PAPAGO INDIAN VILLAGE OF ALI
 CH0173'CHUK.
 CH0173'
 CH0173'THE STATION MARK IS AN UNSTAMPED USC AND GS TRIANGULATION
 CH0173'BRASS CAP, SET IN A DRILL HOLE IN A ROCK.  THE REFERENCE MARK
 CH0173'IS AN UNSTAMPED, STANDARD USC AND GS REFERENCE MARK BRASS
 CH0173'CAP, SET IN A DRILL HOLE IN A STONE, AND ABOUT 15 FT EASTERLY
 CH0173'OF THE MAIN STATION.  BOUNDARY MONUMENT 160 IS ABOUT 10 FT
 CH0173'EAST OF THE BRASS CAP.
 CH0173'
 CH0173'TO REACH FROM THE WATER TANK (STANDPIPE) IN ALI CHUK, GO
 CH0173'SOUTHEAST FOR 0.9 MILES TO A GATE.  FROM HERE THE WHITE PAINTED
 CH0173'BOUNDARY MARKER MAY BE OBSERVED ON THE CREST OF THE RIDGE.
 CH0173'CONTINUE SOUTHEAST FOR 0.6 MILES TO THE BASE OF THE RIDGE.  PACK
 CH0173'TO THE STATION, ABOUT A 1-1/2 HOUR CLIMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0169 ***********************************************************************
 CH0169  DESIGNATION -  BOUNDARY MON 162 ECC
 CH0169  PID         -  CH0169
 CH0169  STATE/COUNTY-  AZ/PIMA
 CH0169  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0169
 CH0169                         *CURRENT SURVEY CONTROL
 CH0169  ___________________________________________________________________
 CH0169* NAD 83(1992)-  31 48 59.70990(N)    112 36 37.56472(W)     ADJUSTED  
 CH0169* NAVD 88     -       751.     (meters)    2464.     (feet)  SCALED    
 CH0169  ___________________________________________________________________
 CH0169  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CH0169  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CH0169
 CH0169  HORZ ORDER  -  THIRD
 CH0169
 CH0169.The horizontal coordinates were established by classical geodetic methods
 CH0169.and adjusted by the National Geodetic Survey in August 1993..
 CH0169
 CH0169.The orthometric height was scaled from a topographic map.
 CH0169
 CH0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0169
 CH0169.The geoid height was determined by GEOID03.
 CH0169
 CH0169;                    North         East     Units Scale Factor Converg.
 CH0169;SPC AZ C     -    90,740.814   147,679.370   MT  0.99995319   -0 21 56.8
 CH0169;SPC AZ C     -   297,706.08    484,512.37   iFT  0.99995319   -0 21 56.8
 CH0169;UTM  12      - 3,521,235.460   347,574.830   MT  0.99988654   -0 50 57.1
 CH0169
 CH0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0169!SPC AZ C     -   0.99988716  x   0.99995319  =   0.99984035
 CH0169!UTM  12      -   0.99988716  x   0.99988654  =   0.99977371
 CH0169
 CH0169:                Primary Azimuth Mark                     Grid Az
 CH0169:SPC AZ C     -  DOME NORTH OF MESQUITE                   042 29 56.5
 CH0169:UTM  12      -  DOME NORTH OF MESQUITE                   042 58 56.8
 CH0169
 CH0169|---------------------------------------------------------------------|
 CH0169| PID    Reference Object                     Distance      Geod. Az  |
 CH0169|                                                           dddmmss.s |
 CH0169| CH0165 DOME NORTH OF MESQUITE              APPROX.22.0 KM 0420759.7 |
 CH0169| CH4412 BOUNDARY MON 162 RM                   9.730 METERS 06932     |
 CH0169| CH0171 MENAGERS STORE NORTH GABLE          APPROX. 5.6 KM 0884825.3 |
 CH0169| CH0170 BOUNDARY MON 162 MX US                8.960 METERS 11556     |
 CH0169| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.17.5 KM 3435855.8 |
 CH0169| DA1509 MONTEZUMA HEAD                      APPROX.32.4 KM 3482907.3 |
 CH0169|---------------------------------------------------------------------|
 CH0169
 CH0169                          SUPERSEDED SURVEY CONTROL
 CH0169
 CH0169  NAD 83(1986)-  31 48 59.69973(N)    112 36 37.56249(W) AD(       ) 3
 CH0169  NAD 27      -  31 48 59.48610(N)    112 36 35.08380(W) AD(       ) 3
 CH0169
 CH0169.Superseded values are not recommended for survey control.
 CH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0169.See file dsdata.txt to determine how the superseded data were derived.
 CH0169
 CH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA4757521235(NAD 83)
 CH0169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CH0169_SETTING: 66 = SET IN ROCK OUTCROP
 CH0169
 CH0169  HISTORY     - Date     Condition        Report By
 CH0169  HISTORY     - 1920     MONUMENTED       CGS
 CH0169
 CH0169                          STATION DESCRIPTION
 CH0169
 CH0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CH0169'ON A RIDGE TO THE SOUTH AND WEST OF A SMALL OUTCROPPING DOME
 CH0169'ON TOP OF THE RIDGE.  ABOUT 3 MILES WEST ALONG THE VALLEY
 CH0169'TOWARD MENAGERS RANCH.  MARKED BY A STANDARD BRONZE DISK.
 CH0169'REFERENCE MARK, A STANDARD BRONZE
 CH0169'REFERENCE DISK, IS 9.73 METERS (31.9 FEET) FROM
 CH0169'STATION N 69 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0174 ***********************************************************************
 CH0174  DESIGNATION -  BOUNDARY MON 164 MX US
 CH0174  PID         -  CH0174
 CH0174  STATE/COUNTY-  AZ/PIMA
 CH0174  USGS QUAD   -  BLANKENSHIP WELL (1988)
 CH0174
 CH0174                         *CURRENT SURVEY CONTROL
 CH0174  ___________________________________________________________________
 CH0174* NAD 83(1992)-  31 50 18.38753(N)    112 40 53.81283(W)     ADJUSTED  
 CH0174* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 CH0174  ___________________________________________________________________
 CH0174  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CH0174  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CH0174
 CH0174  HORZ ORDER  -  SECOND
 CH0174
 CH0174.The horizontal coordinates were established by classical geodetic methods
 CH0174.and adjusted by the National Geodetic Survey in August 1993..
 CH0174
 CH0174.The orthometric height was scaled from a topographic map.
 CH0174
 CH0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0174
 CH0174.The geoid height was determined by GEOID03.
 CH0174
 CH0174;                    North         East     Units Scale Factor Converg.
 CH0174;SPC AZ C     -    93,209.250   140,957.482   MT  0.99996463   -0 24 12.8
 CH0174;SPC AZ C     -   305,804.63    462,458.93   iFT  0.99996463   -0 24 12.8
 CH0174;UTM  12      - 3,523,760.391   340,874.413   MT  0.99991229   -0 53 14.2
 CH0174
 CH0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0174!SPC AZ C     -   0.99993318  x   0.99996463  =   0.99989781
 CH0174!UTM  12      -   0.99993318  x   0.99991229  =   0.99984547
 CH0174
 CH0174|---------------------------------------------------------------------|
 CH0174| PID    Reference Object                     Distance      Geod. Az  |
 CH0174|                                                           dddmmss.s |
 CH0174| CH4310 BOUNDARY MON 164 RM 2                27.715 METERS 06406     |
 CH0174| CH4308 BOUNDARY MON 164 AZ MK                             2920052.8 |
 CH0174| CH4309 BOUNDARY MON 164 RM 1                25.270 METERS 33800     |
 CH0174|---------------------------------------------------------------------|
 CH0174
 CH0174                          SUPERSEDED SURVEY CONTROL
 CH0174
 CH0174  NAD 83(1986)-  31 50 18.37636(N)    112 40 53.81268(W) AD(       ) 2
 CH0174  NAD 27      -  31 50 18.16400(N)    112 40 51.29300(W) AD(       ) 2
 CH0174
 CH0174.Superseded values are not recommended for survey control.
 CH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0174.See file dsdata.txt to determine how the superseded data were derived.
 CH0174
 CH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA4087423760(NAD 83)
 CH0174_MARKER: 71 = BOUNDARY MONUMENT
 CH0174
 CH0174  HISTORY     - Date     Condition        Report By
 CH0174  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0174
 CH0174                          STATION DESCRIPTION
 CH0174
 CH0174'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0174'ON THE UNITED STATES-MEXICO BOUNARY ABOUT 9.0 MILES ALONG THE
 CH0174'BORDER EAST FROM THE SONOYTA CUSTOMHOUSE.  IT IS THE CENTER OF
 CH0174'THE TOP OF A REGULAR IRON BOUNDARY MONUMENT, 7.0 FEET IN HEIGHT,
 CH0174'SITUATED ON A SMALL KNOLL THAT IS SLIGHTLY HIGHER THAN THE
 CH0174'SURROUNDING PLAIN.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 CH0174'REFERENCE DISK, IS 25.270 METERS (82.91 FEET) FROM
 CH0174'STATION N 22 DEG 00 MIN W. REFERENCE MARK NO. 2, A
 CH0174'STANDARD BRONZE REFERENCE DISK,  IS 27.715 METERS
 CH0174'(90.93 FEET) FROM STATION N 64 DEG 06 MIN E. THE
 CH0174'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 30 FEET NORTH
 CH0174'OF THE BOUNDARY FENCE AND 0.3 MILE FROM STATION N 67 DEG
 CH0174'55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0175 ***********************************************************************
 CH0175  DESIGNATION -  BOUNDARY MON 165 MX US
 CH0175  PID         -  CH0175
 CH0175  STATE/COUNTY-  AZ/PIMA
 CH0175  USGS QUAD   -  BLANKENSHIP WELL (1988)
 CH0175
 CH0175                         *CURRENT SURVEY CONTROL
 CH0175  ___________________________________________________________________
 CH0175* NAD 83(1992)-  31 51 25.20006(N)    112 44 31.58661(W)     ADJUSTED  
 CH0175* NAVD 88     -       442.38   (+/-2cm)    1451.4    (feet)  VERTCON   
 CH0175  ___________________________________________________________________
 CH0175  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CH0175  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CH0175
 CH0175  HORZ ORDER  -  THIRD
 CH0175  VERT ORDER  -  THIRD ? (See Below)
 CH0175
 CH0175.The horizontal coordinates were established by classical geodetic methods
 CH0175.and adjusted by the National Geodetic Survey in August 1993..
 CH0175
 CH0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0175.The vertical order pertains to the NGVD 29 superseded value.
 CH0175
 CH0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0175
 CH0175.The geoid height was determined by GEOID03.
 CH0175
 CH0175;                    North         East     Units Scale Factor Converg.
 CH0175;SPC AZ C     -    95,308.967   135,247.305   MT  0.99997523   -0 26 08.5
 CH0175;SPC AZ C     -   312,693.46    443,724.75   iFT  0.99997523   -0 26 08.5
 CH0175;UTM  12      - 3,525,908.155   335,182.435   MT  0.99993503   -0 55 10.9
 CH0175
 CH0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0175!SPC AZ C     -   0.99993560  x   0.99997523  =   0.99991083
 CH0175!UTM  12      -   0.99993560  x   0.99993503  =   0.99987064
 CH0175
 CH0175                          SUPERSEDED SURVEY CONTROL
 CH0175
 CH0175  NAD 83(1986)-  31 51 25.18876(N)    112 44 31.58753(W) AD(       ) 3
 CH0175  NAD 27      -  31 51 24.97000(N)    112 44 29.04000(W) AD(       ) 3
 CH0175  NGVD 29 (07/19/86)  441.65   (m)         1449.0    (f) LEVELING    3  
 CH0175
 CH0175.Superseded values are not recommended for survey control.
 CH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0175.See file dsdata.txt to determine how the superseded data were derived.
 CH0175
 CH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3518225908(NAD 83)
 CH0175
 CH0175  HISTORY     - Date     Condition        Report By
 CH0175  HISTORY     - 1936     MONUMENTED       CGS
 CH0175  HISTORY     - 1958     GOOD             IBWC
 CH0175
 CH0175                          STATION DESCRIPTION
 CH0175
 CH0175'DESCRIBED BY INT BDRY WTR COMM 1958
 CH0175'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE S
 CH0175'EDGE OF NNE SSW RIDGE, 11.5 FEET S OF THE CENTERLINE BOUNDARY
 CH0175'TRAIL.  12.5 FEET ENE OF SMALL LONE BUSH.  18.0 FEET WNW OF
 CH0175'LONE LARGE BUSH.  86.0 FEET ESE OF LARGE BUSH S OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0184 ***********************************************************************
 CH0184  DESIGNATION -  BOUNDARY MON 166 MX US
 CH0184  PID         -  CH0184
 CH0184  STATE/COUNTY-  AZ/PIMA
 CH0184  USGS QUAD   -  SOUTH OF LUKEVILLE (1988)
 CH0184
 CH0184                         *CURRENT SURVEY CONTROL
 CH0184  ___________________________________________________________________
 CH0184* NAD 83(1992)-  31 51 57.30665(N)    112 46 16.71238(W)     ADJUSTED  
 CH0184* NAVD 88     -       427.     (meters)    1401.     (feet)  VERTCON   
 CH0184  ___________________________________________________________________
 CH0184  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CH0184  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CH0184
 CH0184  HORZ ORDER  -  THIRD
 CH0184
 CH0184.The horizontal coordinates were established by classical geodetic methods
 CH0184.and adjusted by the National Geodetic Survey in August 1993..
 CH0184
 CH0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0184
 CH0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0184
 CH0184.The geoid height was determined by GEOID03.
 CH0184
 CH0184;                    North         East     Units Scale Factor Converg.
 CH0184;SPC AZ C     -    96,319.225   132,491.610   MT  0.99998063   -0 27 04.4
 CH0184;SPC AZ C     -   316,007.96    434,683.76   iFT  0.99998063   -0 27 04.4
 CH0184;UTM  12      - 3,526,941.621   332,435.477   MT  0.99994629   -0 56 07.3
 CH0184
 CH0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0184!SPC AZ C     -   0.99993807  x   0.99998063  =   0.99991870
 CH0184!UTM  12      -   0.99993807  x   0.99994629  =   0.99988436
 CH0184
 CH0184|---------------------------------------------------------------------|
 CH0184| PID    Reference Object                     Distance      Geod. Az  |
 CH0184|                                                           dddmmss.s |
 CH0184| CH4312 BOUNDARY MON 166 RM 1                26.630 METERS 05642     |
 CH0184| CH4311 BOUNDARY MON 166 AZ MK                             0713504.4 |
 CH0184| CH4313 BOUNDARY MON 166 RM 2                25.915 METERS 34020     |
 CH0184|---------------------------------------------------------------------|
 CH0184
 CH0184                          SUPERSEDED SURVEY CONTROL
 CH0184
 CH0184  NAD 83(1986)-  31 51 57.29524(N)    112 46 16.71253(W) AD(       ) 3
 CH0184  NAD 27      -  31 51 57.05795(N)    112 46 14.13259(W) AD(       ) 3
 CH0184  NGVD 29 (07/19/86)  426.     (m)         1398.     (f) VERT ANG       
 CH0184
 CH0184.Superseded values are not recommended for survey control.
 CH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0184.See file dsdata.txt to determine how the superseded data were derived.
 CH0184
 CH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3243526942(NAD 83)
 CH0184_MARKER: 71 = BOUNDARY MONUMENT
 CH0184
 CH0184  HISTORY     - Date     Condition        Report By
 CH0184  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0184
 CH0184                          STATION DESCRIPTION
 CH0184
 CH0184'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0184'ON THE UNITED STATES-MEXICO BORDER, ABOUT 2-1/2 MILES NORTHEAST
 CH0184'OF SONOYTA, MEXICO, ON THE DESERT PLAIN LYING SOUTH OF THE
 CH0184'SIERRA DEL AJO RANGE, ABOUT 3 MILES EAST-SOUTHEAST ALONG THE
 CH0184'BOUNDARY FROM THE MEXICAN CUSTOMHOUSE ON THE SONOYTA-AJO ROAD,
 CH0184'ABOUT 1 MILE SOUTHEAST OF A DESERTED RANCH AND WINDMILL AND
 CH0184'ABOUT 60 FEET SOUTH OF THE BOUNDARY FENCE.  STATION IS THE TIP
 CH0184'OF A STANDARD CAST-IRON ALUMINUM-COLORED BOUNDARY MARKER, ABOUT
 CH0184'7 FEET HIGH AND BOLTED TO A CONCRETE BASE.  THE NUMERALS 166
 CH0184'ARE AFFIXED TO ITS EAST SIDE.  REFERENCE MARK NO. 1, A STANDARD
 CH0184'BRONZE REFERENCE DISK, IS ON THE BOUNDARY FENCE
 CH0184'LINE, 26.630 METERS (87.37 FEET) FROM STATION N 56 DEG 42 MIN E.
 CH0184'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CH0184'REFERENCE DISK, IS ALSO ON THE BOUNDARY FENCE LINE,
 CH0184'25.915 METERS (85.02 FEET) FROM STATION N 19 DEG 40 MIN W.
 CH0184'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS
 CH0184'ON TOP OF A SMALL HILL JUST NORTHWEST OF A SHACK ON THE
 CH0184'HIGHEST POINT OF THE HILL AND ON THE LONGITUDINAL CENTER
 CH0184'OF THE SUMMIT.  IT IS ABOUT 0.7 MILE FROM STATION N 71 DEG
 CH0184'34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0183 ***********************************************************************
 CH0183  DESIGNATION -  BOUNDARY MON 167 ECC
 CH0183  PID         -  CH0183
 CH0183  STATE/COUNTY-  AZ/PIMA
 CH0183  USGS QUAD   -  LUKEVILLE (1988)
 CH0183
 CH0183                         *CURRENT SURVEY CONTROL
 CH0183  ___________________________________________________________________
 CH0183* NAD 83(1992)-  31 52 50.24080(N)    112 49 09.59360(W)     ADJUSTED  
 CH0183* NAVD 88     -       426.3    (meters)    1399.     (feet)  VERTCON   
 CH0183  ___________________________________________________________________
 CH0183  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 CH0183  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0183
 CH0183  HORZ ORDER  -  SECOND
 CH0183
 CH0183.The horizontal coordinates were established by classical geodetic methods
 CH0183.and adjusted by the National Geodetic Survey in August 1993..
 CH0183
 CH0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0183
 CH0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0183
 CH0183.The geoid height was determined by GEOID03.
 CH0183
 CH0183;                    North         East     Units Scale Factor Converg.
 CH0183;SPC AZ C     -    97,986.385   127,960.997   MT  0.99998991   -0 28 36.4
 CH0183;SPC AZ C     -   321,477.64    419,819.54   iFT  0.99998991   -0 28 36.4
 CH0183;UTM  12      - 3,528,646.961   327,919.248   MT  0.99996521   -0 57 40.0
 CH0183
 CH0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0183!SPC AZ C     -   0.99993814  x   0.99998991  =   0.99992805
 CH0183!UTM  12      -   0.99993814  x   0.99996521  =   0.99990335
 CH0183
 CH0183:                Primary Azimuth Mark                     Grid Az
 CH0183:SPC AZ C     -  PALO                                     018 05 03.6
 CH0183:UTM  12      -  PALO                                     018 34 07.2
 CH0183
 CH0183|---------------------------------------------------------------------|
 CH0183| PID    Reference Object                     Distance      Geod. Az  |
 CH0183|                                                           dddmmss.s |
 CH0183| CH0182 PALO                                APPROX. 4.0 KM 0173627.2 |
 CH0183| CH4315 BOUNDARY MON 167 ECC RM 1            12.099 METERS 11022     |
 CH0183| CH4314 BOUNDARY MON 167 MX US                             11143     |
 CH0183| CH4316 BOUNDARY MON 167 ECC RM 2            12.177 METERS 29007     |
 CH0183|---------------------------------------------------------------------|
 CH0183
 CH0183                          SUPERSEDED SURVEY CONTROL
 CH0183
 CH0183  NAD 83(1986)-  31 52 50.22932(N)    112 49 09.59479(W) AD(       ) 2
 CH0183  NAD 27      -  31 52 49.99730(N)    112 49 07.01484(W) AD(       ) 2
 CH0183  NGVD 29 (07/19/86)  425.6    (m)         1396.     (f) VERT ANG       
 CH0183
 CH0183.Superseded values are not recommended for survey control.
 CH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0183.See file dsdata.txt to determine how the superseded data were derived.
 CH0183
 CH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2791928647(NAD 83)
 CH0183_MARKER: DD = SURVEY DISK
 CH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0183+STABILITY: SURFACE MOTION
 CH0183
 CH0183  HISTORY     - Date     Condition        Report By
 CH0183  HISTORY     - 1977     MONUMENTED       AZDT
 CH0183  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 CH0183
 CH0183                          STATION DESCRIPTION
 CH0183
 CH0183'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CH0183'THE STATION IS ABOUT 600 FEET WEST OF THE PORT OF ENTRY AT
 CH0183'LUKEVILLE AND 6 FEET NORTH OF THE U.S. MEXICO BOUNDARY FENCE.
 CH0183'
 CH0183'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BDRY. MON. 167
 CH0183'ECC. 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 CH0183'STATION IS 6 FEET NORTH OF BDRY. FENCE, 243 FEET WEST OF
 CH0183'BDRY. MON. 167, 68 FEET SOUTHWEST OF A DUMP PIT, 53 FEET SOUTH
 CH0183'SOUTHWEST OF A POWER POLE AND ON A HIGH POINT OF GROUND.
 CH0183'
 CH0183'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED
 CH0183'BDRY. MON. 167 ECC RM 1 1977 AND IS SET IN A 10 INCH DIAMETER
 CH0183'CONCRETE MONUMENT 6 FEET NORTH OF BDRY. FENCELINE.
 CH0183'
 CH0183'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED
 CH0183'BDRY. MON. 167 ECC RM 2 1977 AND IS SET IN A 10 INCH DIAMETER
 CH0183'CONCRETE MONUMENT 6 FEET NORTH OF BDRY. FENCELINE.
 CH0183'
 CH0183'TO REACH FROM THE PORT OF ENTRY AT LUKEVILLE, GO WEST ABOUT 600
 CH0183'FEET ON NORTH SIDE OF BDRY. FENCE TO THE STATION.
 CH0183'
 CH0183'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CH0183
 CH0183                          STATION RECOVERY (1999)
 CH0183
 CH0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 CH0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0179 ***********************************************************************
 CH0179  DESIGNATION -  BOUNDARY MON 168 ECC
 CH0179  PID         -  CH0179
 CH0179  STATE/COUNTY-  AZ/PIMA
 CH0179  USGS QUAD   -  LUKEVILLE (1988)
 CH0179
 CH0179                         *CURRENT SURVEY CONTROL
 CH0179  ___________________________________________________________________
 CH0179* NAD 83(1992)-  31 53 16.59830(N)    112 50 35.68427(W)     ADJUSTED  
 CH0179* NAVD 88     -       570.1    (meters)    1870.     (feet)  VERTCON   
 CH0179  ___________________________________________________________________
 CH0179  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CH0179  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 CH0179
 CH0179  HORZ ORDER  -  SECOND
 CH0179
 CH0179.The horizontal coordinates were established by classical geodetic methods
 CH0179.and adjusted by the National Geodetic Survey in August 1993..
 CH0179
 CH0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0179
 CH0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0179
 CH0179.The geoid height was determined by GEOID03.
 CH0179
 CH0179;                    North         East     Units Scale Factor Converg.
 CH0179;SPC AZ C     -    98,817.274   125,705.391   MT  0.99999473   -0 29 22.2
 CH0179;SPC AZ C     -   324,203.65    412,419.26   iFT  0.99999473   -0 29 22.2
 CH0179;UTM  12      - 3,529,496.871   325,670.798   MT  0.99997481   -0 58 26.2
 CH0179
 CH0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0179!SPC AZ C     -   0.99991557  x   0.99999473  =   0.99991030
 CH0179!UTM  12      -   0.99991557  x   0.99997481  =   0.99989038
 CH0179
 CH0179|---------------------------------------------------------------------|
 CH0179| PID    Reference Object                     Distance      Geod. Az  |
 CH0179|                                                           dddmmss.s |
 CH0179| CH4317 BOUNDARY MON 168 RM 1                18.427 METERS 02755     |
 CH0179| CH4413 BOUNDARY MON 168 RM                  16.220 METERS 03014     |
 CH0179| CH4314 BOUNDARY MON 167 MX US                             1094728.4 |
 CH0179| CH4318 BOUNDARY MON 168 RM 2                 6.443 METERS 13038     |
 CH0179| CH0180 BOUNDARY MON 168 MX US                5.031 METERS 18346     |
 CH0179|---------------------------------------------------------------------|
 CH0179
 CH0179                          SUPERSEDED SURVEY CONTROL
 CH0179
 CH0179  NAD 83(1986)-  31 53 16.58675(N)    112 50 35.68534(W) AD(       ) 2
 CH0179  NAD 27      -  31 53 16.36200(N)    112 50 33.10000(W) AD(       ) 2
 CH0179  NGVD 29 (06/20/88)  569.4    (m)         1868.     (f) VERT ANG       
 CH0179
 CH0179.Superseded values are not recommended for survey control.
 CH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0179.See file dsdata.txt to determine how the superseded data were derived.
 CH0179
 CH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2567129497(NAD 83)
 CH0179_MARKER: DS = TRIANGULATION STATION DISK
 CH0179_SETTING: 66 = SET IN ROCK OUTCROP
 CH0179
 CH0179  HISTORY     - Date     Condition        Report By
 CH0179  HISTORY     - 1936     MONUMENTED       CGS
 CH0179  HISTORY     - 1962     GOOD             USGS
 CH0179
 CH0179                          STATION DESCRIPTION
 CH0179
 CH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0179'ABOUT 2 MILES NORTH OF SONOYTA, MEXICO, ABOUT 2 MILES WEST-NORTHWEST
 CH0179'OF SONOYTA CUSTOMHOUSE, ON THE CREST OF THE HIGHEST RIDGE OF THE
 CH0179'SONOYTA MOUNTAINS (BUT NOT ON THE HIGHEST POINT OF THE RIDGE)
 CH0179'AND 5.032 METERS (16.51 FEET) FROM BOUNDARY MONUMENT NO. 168
 CH0179'(I.B.W.C.) N 03 DEG 46 MIN E. MARKED BY A STANDARD
 CH0179'BRONZE DISK. BOUNDARY MONUMENT NO. 168
 CH0179'(I.B.W.C.) IS A CONCRETE PYRAMID ABOUT 12 FEET HIGH, POINTED AT
 CH0179'THE EXTREME TOP, AND ABOUT 4 FEET SQUARE AT THE BASE.
 CH0179'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CH0179'IS 18.427 METERS (60.46 FEET) FROM STATION N 27 DEG
 CH0179'55 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CH0179'BRONZE REFERENCE DISK, IS 6.445 METERS (21.14 FEET)
 CH0179'FROM STATION S 49 DEG 21 MIN E. BOUNDARY MONUMENT
 CH0179'NO. 167 (I.B.W.C.) WAS USED AS AN AZIMUTH MARK.  IT IS ABOUT
 CH0179'100 YARDS WEST OF THE AJO-SONOYTA HIGHWAY WHERE IT CROSSES THE
 CH0179'BOUNDARY AT THE CUSTOMHOUSE, AND ABOUT 2 MILES FROM
 CH0179'STATION S 70 DEG 12 MIN E.
 CH0179
 CH0179                          STATION RECOVERY (1962)
 CH0179
 CH0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CH0179'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0180 ***********************************************************************
 CH0180  DESIGNATION -  BOUNDARY MON 168 MX US
 CH0180  PID         -  CH0180
 CH0180  STATE/COUNTY-  AZ/PIMA
 CH0180  USGS QUAD   -  LUKEVILLE (1988)
 CH0180
 CH0180                         *CURRENT SURVEY CONTROL
 CH0180  ___________________________________________________________________
 CH0180* NAD 83(1992)-  31 53 16.43532(N)    112 50 35.69682(W)     ADJUSTED  
 CH0180* NAVD 88     -       570.     (meters)    1870.     (feet)  VERTCON   
 CH0180  ___________________________________________________________________
 CH0180  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CH0180  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 CH0180
 CH0180  HORZ ORDER  -  THIRD
 CH0180
 CH0180.The horizontal coordinates were established by classical geodetic methods
 CH0180.and adjusted by the National Geodetic Survey in August 1993..
 CH0180
 CH0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0180
 CH0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0180
 CH0180.The geoid height was determined by GEOID03.
 CH0180
 CH0180;                    North         East     Units Scale Factor Converg.
 CH0180;SPC AZ C     -    98,812.257   125,705.018   MT  0.99999473   -0 29 22.2
 CH0180;SPC AZ C     -   324,187.19    412,418.04   iFT  0.99999473   -0 29 22.2
 CH0180;UTM  12      - 3,529,491.857   325,670.382   MT  0.99997482   -0 58 26.3
 CH0180
 CH0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0180!SPC AZ C     -   0.99991563  x   0.99999473  =   0.99991036
 CH0180!UTM  12      -   0.99991563  x   0.99997482  =   0.99989046
 CH0180
 CH0180                          SUPERSEDED SURVEY CONTROL
 CH0180
 CH0180  NAD 83(1986)-  31 53 16.42376(N)    112 50 35.69789(W) AD(       ) 3
 CH0180  NAD 27      -  31 53 16.19900(N)    112 50 33.11300(W) AD(       ) 3
 CH0180  NGVD 29 (07/19/86)  569.     (m)         1867.     (f) VERT ANG       
 CH0180
 CH0180.Superseded values are not recommended for survey control.
 CH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0180.See file dsdata.txt to determine how the superseded data were derived.
 CH0180
 CH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2567029492(NAD 83)
 CH0180
 CH0180  HISTORY     - Date     Condition        Report By
 CH0180  HISTORY     - 1920     MONUMENTED       IBC
 CH0180  HISTORY     - 1936     GOOD             IBWC
 CH0180
 CH0180                          STATION DESCRIPTION
 CH0180
 CH0180'DESCRIBED BY INT BDRY WTR COMM 1936
 CH0180'BOUNDARY MONUMENT NO. 168
 CH0180'(I.B.W.C.) IS A CONCRETE PYRAMID ABOUT 12 FEET HIGH, POINTED AT
 CH0180'THE EXTREME TOP, AND ABOUT 4 FEET SQUARE AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0140 ***********************************************************************
 CH0140  DESIGNATION -  BOUNDARY MON 172 MX US
 CH0140  PID         -  CH0140
 CH0140  STATE/COUNTY-  AZ/PIMA
 CH0140  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0140
 CH0140                         *CURRENT SURVEY CONTROL
 CH0140  ___________________________________________________________________
 CH0140* NAD 83(1992)-  31 56 25.43075(N)    113 00 57.71960(W)     ADJUSTED  
 CH0140* NAVD 88     -       341.8    (meters)    1121.     (feet)  VERTCON   
 CH0140  ___________________________________________________________________
 CH0140  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CH0140  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CH0140
 CH0140  HORZ ORDER  -  THIRD
 CH0140
 CH0140.The horizontal coordinates were established by classical geodetic methods
 CH0140.and adjusted by the National Geodetic Survey in August 1993..
 CH0140
 CH0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0140
 CH0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0140
 CH0140.The geoid height was determined by GEOID03.
 CH0140
 CH0140;                    North         East     Units Scale Factor Converg.
 CH0140;SPC AZ C     -   104,786.171   109,417.821   MT  1.00003320   -0 34 54.0
 CH0140;SPC AZ C     -   343,786.65    358,982.35   iFT  1.00003320   -0 34 54.0
 CH0140;UTM  12      - 3,535,603.361   309,434.361   MT  1.00004788   -1 04 00.8
 CH0140
 CH0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0140!SPC AZ C     -   0.99995146  x   1.00003320  =   0.99998466
 CH0140!UTM  12      -   0.99995146  x   1.00004788  =   0.99999934
 CH0140
 CH0140:                Primary Azimuth Mark                     Grid Az
 CH0140:SPC AZ C     -  STA 1                                    290 36 38.8
 CH0140:UTM  12      -  STA 1                                    291 05 45.6
 CH0140
 CH0140|---------------------------------------------------------------------|
 CH0140| PID    Reference Object                     Distance      Geod. Az  |
 CH0140|                                                           dddmmss.s |
 CH0140| CH0144 STA 1                               APPROX. 3.5 KM 2900144.8 |
 CH0140|---------------------------------------------------------------------|
 CH0140
 CH0140                          SUPERSEDED SURVEY CONTROL
 CH0140
 CH0140  NAD 83(1986)-  31 56 25.41043(N)    113 00 57.71742(W) AD(       ) 3
 CH0140  NGVD 29 (06/20/88)  341.1    (m)         1119.     (f) VERT ANG       
 CH0140
 CH0140.Superseded values are not recommended for survey control.
 CH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0140.See file dsdata.txt to determine how the superseded data were derived.
 CH0140
 CH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0943435603(NAD 83)
 CH0140
 CH0140  HISTORY     - Date     Condition        Report By
 CH0140  HISTORY     - UNK      MONUMENTED       IBC
 CH0140  HISTORY     - 1962     GOOD             USGS
 CH0140
 CH0140                          STATION DESCRIPTION
 CH0140
 CH0140'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0140'RECOVERED AS DESCRIBED BY IBC.
 CH0140'
 CH0140'LOCATED ABOUT 12.5 MI W. OF LUKEVILLE.  ALONG RD. THAT PARALLELS
 CH0140'US-MEXICO BORDER.
 CH0140'
 CH0140'TO REACH FROM LUKEVILLE, CROSS BORDER W. ALONG MEXICAN HWY. TO
 CH0140'POINT OPPOSITE BOUNDARY MONUMENT, ABOUT 300 N. OF HWY.
 CH0140'
 CH0140'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0140'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK ABOUT 6.5 FT ABOVE
 CH0140'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0141 ***********************************************************************
 CH0141  DESIGNATION -  BOUNDARY MON 173 MX US
 CH0141  PID         -  CH0141
 CH0141  STATE/COUNTY-  AZ/PIMA
 CH0141  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0141
 CH0141                         *CURRENT SURVEY CONTROL
 CH0141  ___________________________________________________________________
 CH0141* NAD 83(1992)-  31 57 28.13111(N)    113 04 24.84237(W)     ADJUSTED  
 CH0141* NAVD 88     -       313.1    (meters)    1027.     (feet)  VERTCON   
 CH0141  ___________________________________________________________________
 CH0141  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CH0141  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CH0141
 CH0141  HORZ ORDER  -  THIRD
 CH0141
 CH0141.The horizontal coordinates were established by classical geodetic methods
 CH0141.and adjusted by the National Geodetic Survey in August 1993..
 CH0141
 CH0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0141
 CH0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0141
 CH0141.The geoid height was determined by GEOID03.
 CH0141
 CH0141;                    North         East     Units Scale Factor Converg.
 CH0141;SPC AZ C     -   106,774.100   103,998.443   MT  1.00004745   -0 36 44.6
 CH0141;SPC AZ C     -   350,308.73    341,202.24   iFT  1.00004745   -0 36 44.6
 CH0141;UTM  12      - 3,537,637.167   304,031.906   MT  1.00007364   -1 05 52.4
 CH0141
 CH0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0141!SPC AZ C     -   0.99995598  x   1.00004745  =   1.00000343
 CH0141!UTM  12      -   0.99995598  x   1.00007364  =   1.00002961
 CH0141
 CH0141:                Primary Azimuth Mark                     Grid Az
 CH0141:SPC AZ C     -  BOUNDARY MON 174 MX US                   290 08 29.6
 CH0141:UTM  12      -  BOUNDARY MON 174 MX US                   290 37 37.4
 CH0141
 CH0141|---------------------------------------------------------------------|
 CH0141| PID    Reference Object                     Distance      Geod. Az  |
 CH0141|                                                           dddmmss.s |
 CH0141| CH0142 BOUNDARY MON 174 MX US              APPROX. 3.3 KM 2893145.0 |
 CH0141|---------------------------------------------------------------------|
 CH0141
 CH0141                          SUPERSEDED SURVEY CONTROL
 CH0141
 CH0141  NAD 83(1986)-  31 57 28.10984(N)    113 04 24.83910(W) AD(       ) 3
 CH0141  NGVD 29 (06/20/88)  312.4    (m)         1025.     (f) VERT ANG       
 CH0141
 CH0141.Superseded values are not recommended for survey control.
 CH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0141.See file dsdata.txt to determine how the superseded data were derived.
 CH0141
 CH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0403237637(NAD 83)
 CH0141
 CH0141  HISTORY     - Date     Condition        Report By
 CH0141  HISTORY     - UNK      MONUMENTED       IBC
 CH0141  HISTORY     - 1962     GOOD             USGS
 CH0141
 CH0141                          STATION DESCRIPTION
 CH0141
 CH0141'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0141'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0141'DESCRIPTION FOLLOWS.
 CH0141'
 CH0141'LOCATED 16.1 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0141'BOUNDARY.
 CH0141'
 CH0141'NO TO REACH GIVEN.
 CH0141'
 CH0141'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0141'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0141'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0142 ***********************************************************************
 CH0142  DESIGNATION -  BOUNDARY MON 174 MX US
 CH0142  PID         -  CH0142
 CH0142  STATE/COUNTY-  AZ/PIMA
 CH0142  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0142
 CH0142                         *CURRENT SURVEY CONTROL
 CH0142  ___________________________________________________________________
 CH0142* NAD 83(1992)-  31 58 03.60087(N)    113 06 22.20147(W)     ADJUSTED  
 CH0142* NAVD 88     -       318.8    (meters)    1046.     (feet)  VERTCON   
 CH0142  ___________________________________________________________________
 CH0142  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CH0142  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CH0142
 CH0142  HORZ ORDER  -  THIRD
 CH0142
 CH0142.The horizontal coordinates were established by classical geodetic methods
 CH0142.and adjusted by the National Geodetic Survey in August 1993..
 CH0142
 CH0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0142
 CH0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0142
 CH0142.The geoid height was determined by GEOID03.
 CH0142
 CH0142;                    North         East     Units Scale Factor Converg.
 CH0142;SPC AZ C     -   107,900.030   100,928.611   MT  1.00005585   -0 37 47.4
 CH0142;SPC AZ C     -   354,002.72    331,130.61   iFT  1.00005585   -0 37 47.4
 CH0142;UTM  12      - 3,538,789.105   300,971.636   MT  1.00008855   -1 06 55.6
 CH0142
 CH0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0142!SPC AZ C     -   0.99995509  x   1.00005585  =   1.00001094
 CH0142!UTM  12      -   0.99995509  x   1.00008855  =   1.00004364
 CH0142
 CH0142:                Primary Azimuth Mark                     Grid Az
 CH0142:SPC AZ C     -  STA 2                                    290 21 30.3
 CH0142:UTM  12      -  STA 2                                    290 50 38.5
 CH0142
 CH0142|---------------------------------------------------------------------|
 CH0142| PID    Reference Object                     Distance      Geod. Az  |
 CH0142|                                                           dddmmss.s |
 CH0142| CH0145 STA 2                               APPROX. 4.9 KM 2894342.9 |
 CH0142|---------------------------------------------------------------------|
 CH0142
 CH0142                          SUPERSEDED SURVEY CONTROL
 CH0142
 CH0142  NAD 83(1986)-  31 58 03.57911(N)    113 06 22.19761(W) AD(       ) 3
 CH0142  NGVD 29 (06/20/88)  318.1    (m)         1044.     (f) VERT ANG       
 CH0142
 CH0142.Superseded values are not recommended for survey control.
 CH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0142.See file dsdata.txt to determine how the superseded data were derived.
 CH0142
 CH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0097238789(NAD 83)
 CH0142
 CH0142  HISTORY     - Date     Condition        Report By
 CH0142  HISTORY     - UNK      MONUMENTED       IBC
 CH0142  HISTORY     - 1962     GOOD             USGS
 CH0142
 CH0142                          STATION DESCRIPTION
 CH0142
 CH0142'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0142'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0142'DESCRIPTION FOLLOWS.
 CH0142'
 CH0142'LOCATED 18.6 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0142'BOUNDARY.
 CH0142'
 CH0142'NO TO REACH GIVEN.
 CH0142'
 CH0142'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0142'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0143 ***********************************************************************
 CH0143  DESIGNATION -  BOUNDARY MON 176 MX US
 CH0143  PID         -  CH0143
 CH0143  STATE/COUNTY-  AZ/PIMA
 CH0143  USGS QUAD   -  WEST OF QUITOBAQUITO SPRINGS (1988)
 CH0143
 CH0143                         *CURRENT SURVEY CONTROL
 CH0143  ___________________________________________________________________
 CH0143* NAD 83(1992)-  31 59 45.46423(N)    113 11 52.04627(W)     ADJUSTED  
 CH0143* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 CH0143  ___________________________________________________________________
 CH0143  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CH0143  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CH0143
 CH0143  HORZ ORDER  -  THIRD
 CH0143
 CH0143.The horizontal coordinates were established by classical geodetic methods
 CH0143.and adjusted by the National Geodetic Survey in August 1993..
 CH0143
 CH0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0143
 CH0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0143
 CH0143.The geoid height was determined by GEOID03.
 CH0143
 CH0143;                    North         East     Units Scale Factor Converg.
 CH0143;SPC AZ C     -   111,136.516    92,304.915   MT  1.00008067   -0 40 44.0
 CH0143;SPC AZ C     -   364,621.12    302,837.65   iFT  1.00008067   -0 40 44.0
 CH0143;UTM  12      - 3,542,098.736   292,375.334   MT  1.00013166   -1 09 53.8
 CH0143
 CH0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0143!SPC AZ C     -   0.99995271  x   1.00008067  =   1.00003338
 CH0143!UTM  12      -   0.99995271  x   1.00013166  =   1.00008437
 CH0143
 CH0143:                Primary Azimuth Mark                     Grid Az
 CH0143:SPC AZ C     -  BOUNDARY MON 177 MX US                   291 03 43.3
 CH0143:UTM  12      -  BOUNDARY MON 177 MX US                   291 32 53.1
 CH0143
 CH0143|---------------------------------------------------------------------|
 CH0143| PID    Reference Object                     Distance      Geod. Az  |
 CH0143|                                                           dddmmss.s |
 CH0143| DA1255 BOUNDARY MON 177 MX US              APPROX. 6.0 KM 2902259.3 |
 CH0143|---------------------------------------------------------------------|
 CH0143
 CH0143                          SUPERSEDED SURVEY CONTROL
 CH0143
 CH0143  NAD 83(1986)-  31 59 45.44048(N)    113 11 52.04046(W) AD(       ) 3
 CH0143  NGVD 29 (06/20/88)  333.3    (m)         1094.     (f) VERT ANG       
 CH0143
 CH0143.Superseded values are not recommended for survey control.
 CH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0143.See file dsdata.txt to determine how the superseded data were derived.
 CH0143
 CH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RTA9237542099(NAD 83)
 CH0143
 CH0143  HISTORY     - Date     Condition        Report By
 CH0143  HISTORY     - UNK      MONUMENTED       IBC
 CH0143  HISTORY     - 1962     GOOD             USGS
 CH0143
 CH0143                          STATION DESCRIPTION
 CH0143
 CH0143'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0143'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0143'DESCRIPTION FOLLOWS.
 CH0143'
 CH0143'LOCATED 23.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0143'BOUNDARY.
 CH0143'
 CH0143'NO TO REACH GIVEN.
 CH0143'
 CH0143'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0143'SQUARE SLAB OF CONCRETE. POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0143'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1255 ***********************************************************************
 DA1255  DESIGNATION -  BOUNDARY MON 177 MX US
 DA1255  PID         -  DA1255
 DA1255  STATE/COUNTY-  AZ/PIMA
 DA1255  USGS QUAD   -  O'NEILL HILLS (1990)
 DA1255
 DA1255                         *CURRENT SURVEY CONTROL
 DA1255  ___________________________________________________________________
 DA1255* NAD 83(1992)-  32 00 53.34710(N)    113 15 26.63213(W)     ADJUSTED  
 DA1255* NAVD 88     -       266.83   (+/-2cm)     875.4    (feet)  VERTCON   
 DA1255  ___________________________________________________________________
 DA1255  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA1255  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA1255
 DA1255  HORZ ORDER  -  THIRD
 DA1255  VERT ORDER  -  THIRD ? (See Below)
 DA1255
 DA1255.The horizontal coordinates were established by classical geodetic methods
 DA1255.and adjusted by the National Geodetic Survey in August 1993..
 DA1255
 DA1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1255.The vertical order pertains to the NGVD 29 superseded value.
 DA1255
 DA1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1255
 DA1255.The geoid height was determined by GEOID03.
 DA1255
 DA1255;                    North         East     Units Scale Factor Converg.
 DA1255;SPC AZ C     -   113,295.782    86,698.047   MT  1.00009779   -0 42 39.1
 DA1255;SPC AZ C     -   371,705.32    284,442.41   iFT  1.00009779   -0 42 39.1
 DA1255;UTM  12      - 3,544,305.626   286,786.672   MT  1.00016067   -1 11 49.9
 DA1255
 DA1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1255!SPC AZ C     -   0.99996327  x   1.00009779  =   1.00006106
 DA1255!UTM  12      -   0.99996327  x   1.00016067  =   1.00012394
 DA1255
 DA1255:                Primary Azimuth Mark                     Grid Az
 DA1255:SPC AZ C     -  BOUNDARY MON 178 MX US                   291 03 47.2
 DA1255:UTM  12      -  BOUNDARY MON 178 MX US                   291 32 58.0
 DA1255
 DA1255|---------------------------------------------------------------------|
 DA1255| PID    Reference Object                     Distance      Geod. Az  |
 DA1255|                                                           dddmmss.s |
 DA1255| DA1256 BOUNDARY MON 178 MX US              APPROX. 7.7 KM 2902108.1 |
 DA1255|---------------------------------------------------------------------|
 DA1255
 DA1255                          SUPERSEDED SURVEY CONTROL
 DA1255
 DA1255  NAD 83(1986)-  32 00 53.32093(N)    113 15 26.62415(W) AD(       ) 3
 DA1255  NGVD 29 (06/20/88)  266.14   (m)          873.2    (f) LEVELING    3  
 DA1255
 DA1255.Superseded values are not recommended for survey control.
 DA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1255.See file dsdata.txt to determine how the superseded data were derived.
 DA1255
 DA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8678744306(NAD 83)
 DA1255
 DA1255  HISTORY     - Date     Condition        Report By
 DA1255  HISTORY     - UNK      MONUMENTED       IBC
 DA1255  HISTORY     - 1962     GOOD             USGS
 DA1255
 DA1255                          STATION DESCRIPTION
 DA1255
 DA1255'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1255'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1255'DESCRIPTION FOLLOWS.
 DA1255'
 DA1255'LOCATED 27.1 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1255'BOUNDARY.
 DA1255'
 DA1255'NO TO REACH GIVEN.
 DA1255'
 DA1255'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLED TO 3-FT
 DA1255'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1255'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1256 ***********************************************************************
 DA1256  DESIGNATION -  BOUNDARY MON 178 MX US
 DA1256  PID         -  DA1256
 DA1256  STATE/COUNTY-  AZ/PIMA
 DA1256  USGS QUAD   -  O'NEILL HILLS (1990)
 DA1256
 DA1256                         *CURRENT SURVEY CONTROL
 DA1256  ___________________________________________________________________
 DA1256* NAD 83(1992)-  32 02 20.03783(N)    113 20 01.25542(W)     ADJUSTED  
 DA1256* NAVD 88     -       278.4    (meters)     913.     (feet)  VERTCON   
 DA1256  ___________________________________________________________________
 DA1256  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DA1256  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DA1256
 DA1256  HORZ ORDER  -  THIRD
 DA1256
 DA1256.The horizontal coordinates were established by classical geodetic methods
 DA1256.and adjusted by the National Geodetic Survey in August 1993..
 DA1256
 DA1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1256
 DA1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1256
 DA1256.The geoid height was determined by GEOID03.
 DA1256
 DA1256;                    North         East     Units Scale Factor Converg.
 DA1256;SPC AZ C     -   116,058.097    79,525.698   MT  1.00012083   -0 45 06.6
 DA1256;SPC AZ C     -   380,768.03    260,911.08   iFT  1.00012083   -0 45 06.6
 DA1256;SPC AZ W     -   115,259.658   252,680.103   MT  0.99995239   +0 13 15.1
 DA1256;SPC AZ W     -   378,148.48    829,002.96   iFT  0.99995239   +0 13 15.1
 DA1256;UTM  12      - 3,547,128.939   279,637.532   MT  1.00019890   -1 14 18.6
 DA1256
 DA1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1256!SPC AZ C     -   0.99996147  x   1.00012083  =   1.00008230
 DA1256!SPC AZ W     -   0.99996147  x   0.99995239  =   0.99991386
 DA1256!UTM  12      -   0.99996147  x   1.00019890  =   1.00016036
 DA1256
 DA1256:                Primary Azimuth Mark                     Grid Az
 DA1256:SPC AZ C     -  BOUNDARY MON 179 MX US                   291 03 49.8
 DA1256:SPC AZ W     -  BOUNDARY MON 179 MX US                   290 05 28.1
 DA1256:UTM  12      -  BOUNDARY MON 179 MX US                   291 33 01.8
 DA1256
 DA1256|---------------------------------------------------------------------|
 DA1256| PID    Reference Object                     Distance      Geod. Az  |
 DA1256|                                                           dddmmss.s |
 DA1256| DA1413 BOUNDARY MON 179 MX US              APPROX. 4.7 KM 2901843.2 |
 DA1256|---------------------------------------------------------------------|
 DA1256
 DA1256                          SUPERSEDED SURVEY CONTROL
 DA1256
 DA1256  NAD 83(1986)-  32 02 20.00793(N)    113 20 01.24451(W) AD(       ) 3
 DA1256  NGVD 29 (06/20/88)  277.7    (m)          911.     (f) VERT ANG       
 DA1256
 DA1256.Superseded values are not recommended for survey control.
 DA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1256.See file dsdata.txt to determine how the superseded data were derived.
 DA1256
 DA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7963847129(NAD 83)
 DA1256
 DA1256  HISTORY     - Date     Condition        Report By
 DA1256  HISTORY     - UNK      MONUMENTED       IBC
 DA1256  HISTORY     - 1962     GOOD             USGS
 DA1256
 DA1256                          STATION DESCRIPTION
 DA1256
 DA1256'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1256'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1256'DESCRIPTION FOLLOWS.
 DA1256'
 DA1256'LOCATED 32.2 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1256'BOUNDARY.
 DA1256'
 DA1256'NO TO REACH GIVEN.
 DA1256'
 DA1256'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1256'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1256'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1413 ***********************************************************************
 DA1413  DESIGNATION -  BOUNDARY MON 179 MX US
 DA1413  PID         -  DA1413
 DA1413  STATE/COUNTY-  AZ/YUMA
 DA1413  USGS QUAD   -  LAS PLAYAS (1990)
 DA1413
 DA1413                         *CURRENT SURVEY CONTROL
 DA1413  ___________________________________________________________________
 DA1413* NAD 83(1992)-  32 03 12.90782(N)    113 22 49.06683(W)     ADJUSTED  
 DA1413* NAVD 88     -       256.51   (+/-2cm)     841.6    (feet)  VERTCON   
 DA1413  ___________________________________________________________________
 DA1413  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DA1413  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DA1413
 DA1413  HORZ ORDER  -  THIRD
 DA1413  VERT ORDER  -  THIRD ? (See Below)
 DA1413
 DA1413.The horizontal coordinates were established by classical geodetic methods
 DA1413.and adjusted by the National Geodetic Survey in August 1993..
 DA1413
 DA1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1413.The vertical order pertains to the NGVD 29 superseded value.
 DA1413
 DA1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1413
 DA1413.The geoid height was determined by GEOID03.
 DA1413
 DA1413;                    North         East     Units Scale Factor Converg.
 DA1413;SPC AZ W     -   116,872.051   248,271.907   MT  0.99994836   +0 11 46.3
 DA1413;SPC AZ W     -   383,438.49    814,540.38   iFT  0.99994836   +0 11 46.3
 DA1413;SPC AZ C     -   117,745.406    75,144.736   MT  1.00013552   -0 46 36.8
 DA1413;SPC AZ C     -   386,303.83    246,537.85   iFT  1.00013552   -0 46 36.8
 DA1413;UTM  12      - 3,548,853.550   275,270.702   MT  1.00022287   -1 15 49.6
 DA1413
 DA1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1413!SPC AZ W     -   0.99996491  x   0.99994836  =   0.99991328
 DA1413!SPC AZ C     -   0.99996491  x   1.00013552  =   1.00010043
 DA1413!UTM  12      -   0.99996491  x   1.00022287  =   1.00018778
 DA1413
 DA1413:                Primary Azimuth Mark                     Grid Az
 DA1413:SPC AZ W     -  BOUNDARY MON 180 MX US                   290 05 30.4
 DA1413:SPC AZ C     -  BOUNDARY MON 180 MX US                   291 03 53.5
 DA1413:UTM  12      -  BOUNDARY MON 180 MX US                   291 33 06.3
 DA1413
 DA1413|---------------------------------------------------------------------|
 DA1413| PID    Reference Object                     Distance      Geod. Az  |
 DA1413|                                                           dddmmss.s |
 DA1413| DA1257 BOUNDARY MON 180 MX US              APPROX. 5.7 KM 2901716.7 |
 DA1413|---------------------------------------------------------------------|
 DA1413
 DA1413                          SUPERSEDED SURVEY CONTROL
 DA1413
 DA1413  NAD 83(1986)-  32 03 12.87539(N)    113 22 49.05440(W) AD(       ) 3
 DA1413  NAD 27      -  32 03 12.67000(N)    113 22 46.40000(W) AD(       ) 3
 DA1413  NGVD 29 (07/19/86)  255.83   (m)          839.3    (f) LEVELING    3  
 DA1413
 DA1413.Superseded values are not recommended for survey control.
 DA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1413.See file dsdata.txt to determine how the superseded data were derived.
 DA1413
 DA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7527148854(NAD 83)
 DA1413_MARKER: 71 = BOUNDARY MONUMENT
 DA1413
 DA1413  HISTORY     - Date     Condition        Report By
 DA1413  HISTORY     - 1920     FIRST OBSERVED   IBC
 DA1413  HISTORY     - 1958     GOOD             AMS
 DA1413  HISTORY     - 1962     GOOD             USGS
 DA1413  HISTORY     - 1967     GOOD             USGS
 DA1413
 DA1413                          STATION DESCRIPTION
 DA1413
 DA1413'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 DA1413'STATION RECOVERED IN GOOD CONDITION.
 DA1413'
 DA1413'TO REACH THE STATION FROM LUKEVILLE, ARIZONA GO N ON STATE
 DA1413'HIGHWAY 85 FOR ONE (1) MILE TO A TRAIL TO THE W (LEFT), TURN
 DA1413'LEFT (WEST) ON TRAIL AND GO FOR 15.1 MILES TO TRAIL FORK,
 DA1413'TURN LEFT AND GO FOR 0.9 MILES TO QUITVAQUITA SPRINGS.  FROM
 DA1413'THIS POINT A FOUR WHEEL DRIVE IS REQUIRED, CONTINUE TO THE
 DA1413'WEST FOLLOWING THE BOUNDARY LINE TRAIL FOR 6.8 MILES TO THE
 DA1413'BOUNDARY FENCE BETWEEN ORGAN PIPE CACTUS MONUMENT AND CABEZA
 DA1413'PRIETA GAME REFUGE.  FROM THIS POINT FOLLOW THE BOUNDARY
 DA1413'TRAIL FOR 19.8 MILES TO A SMALL RIDGE THAT RUNS NW-SE AND
 DA1413'STATION SITE.
 DA1413'
 DA1413'STATION IS LOCATED ON TOP OF RIDGE AND IS NOT ON THE HIGHEST
 DA1413'POINT OF RIDGE, 3.0 FEET S OF BOUNDARY FENCE.  5.0 FEET NW
 DA1413'OF LONE BUSH.  19.0 FEET NE OF LONE BUSH.  114.0 FEET ESE
 DA1413'OF SHARP ROCKY POINT IN FENCE LINE.
 DA1413
 DA1413                          STATION RECOVERY (1962)
 DA1413
 DA1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1413'RECOVERED AS DESCRIBED BY IBC.  ALSO RECOVERED BY NGS IN 1920.
 DA1413'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1413'
 DA1413'LOCATED 35.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1413'BOUNDARY.
 DA1413'
 DA1413'NO TO REACH GIVEN.
 DA1413'
 DA1413'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1413'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1413'BASE.
 DA1413
 DA1413                          STATION RECOVERY (1967)
 DA1413
 DA1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (KFB)
 DA1413'THE STATION WAS RECOVERED AS DESCRIBED AND A NEW DESCRIPTION
 DA1413'TO REACH FOLLOWS--
 DA1413'
 DA1413'TO REACH THE STATION FROM LOS VIDROIS IN OLD MEXICO, WHICH
 DA1413'IS 37.0 MILES WEST OF SONOITA, MEXICO, ON MEXICAN HIGHWAY
 DA1413'2, GO EAST ON THE HIGHWAY FOR 1.7 MILES.  TURN LEFT OFF THE
 DA1413'HIGHWAY AND GO NORTH, CROSS COUNTRY FOR ABOUT 2.5 MILES TO
 DA1413'THE STATION NEAR THE TOP OF A LOW ROCKY KNOLL.  PACKING TIME
 DA1413'IS ABOUT 5 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1257 ***********************************************************************
 DA1257  DESIGNATION -  BOUNDARY MON 180 MX US
 DA1257  PID         -  DA1257
 DA1257  STATE/COUNTY-  AZ/YUMA
 DA1257  USGS QUAD   -  LAS PLAYAS (1990)
 DA1257
 DA1257                         *CURRENT SURVEY CONTROL
 DA1257  ___________________________________________________________________
 DA1257* NAD 83(1992)-  32 04 17.04923(N)    113 26 12.98257(W)     ADJUSTED  
 DA1257* NAVD 88     -       216.05   (+/-2cm)     708.8    (feet)  VERTCON   
 DA1257  ___________________________________________________________________
 DA1257  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA1257  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DA1257
 DA1257  HORZ ORDER  -  THIRD
 DA1257  VERT ORDER  -  THIRD ? (See Below)
 DA1257
 DA1257.The horizontal coordinates were established by classical geodetic methods
 DA1257.and adjusted by the National Geodetic Survey in August 1993..
 DA1257
 DA1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1257.The vertical order pertains to the NGVD 29 superseded value.
 DA1257
 DA1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1257
 DA1257.The geoid height was determined by GEOID03.
 DA1257
 DA1257;                    North         East     Units Scale Factor Converg.
 DA1257;SPC AZ W     -   118,830.714   242,917.207   MT  0.99994410   +0 09 58.4
 DA1257;SPC AZ W     -   389,864.55    796,972.46   iFT  0.99994410   +0 09 58.4
 DA1257;UTM  12      - 3,550,948.655   269,966.112   MT  1.00025262   -1 17 40.3
 DA1257
 DA1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1257!SPC AZ W     -   0.99997128  x   0.99994410  =   0.99991538
 DA1257!UTM  12      -   0.99997128  x   1.00025262  =   1.00022389
 DA1257
 DA1257:                Primary Azimuth Mark                     Grid Az
 DA1257:SPC AZ W     -  BOUNDARY MON 181 MX US                   290 05 20.0
 DA1257:UTM  12      -  BOUNDARY MON 181 MX US                   291 32 58.7
 DA1257
 DA1257|---------------------------------------------------------------------|
 DA1257| PID    Reference Object                     Distance      Geod. Az  |
 DA1257|                                                           dddmmss.s |
 DA1257| DA1258 BOUNDARY MON 181 MX US              APPROX. 7.7 KM 2901518.4 |
 DA1257|---------------------------------------------------------------------|
 DA1257
 DA1257                          SUPERSEDED SURVEY CONTROL
 DA1257
 DA1257  NAD 83(1986)-  32 04 17.01678(N)    113 26 12.98062(W) AD(       ) 3
 DA1257  NGVD 29 (06/20/88)  215.37   (m)          706.6    (f) LEVELING    3  
 DA1257
 DA1257.Superseded values are not recommended for survey control.
 DA1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1257.See file dsdata.txt to determine how the superseded data were derived.
 DA1257
 DA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6996650949(NAD 83)
 DA1257
 DA1257  HISTORY     - Date     Condition        Report By
 DA1257  HISTORY     - UNK      MONUMENTED       IBC
 DA1257  HISTORY     - 1962     GOOD             USGS
 DA1257
 DA1257                          STATION DESCRIPTION
 DA1257
 DA1257'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1257'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1257'DESCRIPTION FOLLOWS.
 DA1257'
 DA1257'LOCATED 39.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1257'BOUNDARY.
 DA1257'
 DA1257'NO TO REACH GIVEN.
 DA1257'
 DA1257'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1257'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1257'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1258 ***********************************************************************
 DA1258  DESIGNATION -  BOUNDARY MON 181 MX US
 DA1258  PID         -  DA1258
 DA1258  STATE/COUNTY-  AZ/YUMA
 DA1258  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1258
 DA1258                         *CURRENT SURVEY CONTROL
 DA1258  ___________________________________________________________________
 DA1258* NAD 83(1992)-  32 05 43.61756(N)    113 30 48.82596(W)     ADJUSTED  
 DA1258* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 DA1258  ___________________________________________________________________
 DA1258  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DA1258  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1258
 DA1258  HORZ ORDER  -  THIRD
 DA1258
 DA1258.The horizontal coordinates were established by classical geodetic methods
 DA1258.and adjusted by the National Geodetic Survey in August 1993..
 DA1258
 DA1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1258
 DA1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1258
 DA1258.The geoid height was determined by GEOID03.
 DA1258
 DA1258;                    North         East     Units Scale Factor Converg.
 DA1258;SPC AZ W     -   121,478.630   235,677.061   MT  0.99993947   +0 07 32.3
 DA1258;SPC AZ W     -   398,551.94    773,218.70   iFT  0.99993947   +0 07 32.3
 DA1258;UTM  12      - 3,553,781.281   262,793.469   MT  1.00029396   -1 20 10.2
 DA1258
 DA1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1258!SPC AZ W     -   0.99996606  x   0.99993947  =   0.99990553
 DA1258!UTM  12      -   0.99996606  x   1.00029396  =   1.00026001
 DA1258
 DA1258:                Primary Azimuth Mark                     Grid Az
 DA1258:SPC AZ W     -  BOUNDARY MON 182 MX US                   290 05 28.6
 DA1258:UTM  12      -  BOUNDARY MON 182 MX US                   291 33 11.1
 DA1258
 DA1258|---------------------------------------------------------------------|
 DA1258| PID    Reference Object                     Distance      Geod. Az  |
 DA1258|                                                           dddmmss.s |
 DA1258| DA1259 BOUNDARY MON 182 MX US              APPROX. 7.3 KM 2901300.9 |
 DA1258|---------------------------------------------------------------------|
 DA1258
 DA1258                          SUPERSEDED SURVEY CONTROL
 DA1258
 DA1258  NAD 83(1986)-  32 05 43.58133(N)    113 30 48.84117(W) AD(       ) 3
 DA1258  NGVD 29 (06/20/88)  248.7    (m)          816.     (f) VERT ANG       
 DA1258
 DA1258.Superseded values are not recommended for survey control.
 DA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1258.See file dsdata.txt to determine how the superseded data were derived.
 DA1258
 DA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6279353781(NAD 83)
 DA1258
 DA1258  HISTORY     - Date     Condition        Report By
 DA1258  HISTORY     - UNK      MONUMENTED       IBC
 DA1258  HISTORY     - 1962     GOOD             USGS
 DA1258
 DA1258                          STATION DESCRIPTION
 DA1258
 DA1258'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1258'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1258'DESCRIPTION FOLLOWS.
 DA1258'
 DA1258'LOCATED 43.9 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1258'BOUNDARY.
 DA1258'
 DA1258'NO TO REACH GIVEN.
 DA1258'
 DA1258'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1258'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1258'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1259 ***********************************************************************
 DA1259  DESIGNATION -  BOUNDARY MON 182 MX US
 DA1259  PID         -  DA1259
 DA1259  STATE/COUNTY-  AZ/YUMA
 DA1259  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1259
 DA1259                         *CURRENT SURVEY CONTROL
 DA1259  ___________________________________________________________________
 DA1259* NAD 83(1992)-  32 07 05.44808(N)    113 35 10.16192(W)     ADJUSTED  
 DA1259* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 DA1259  ___________________________________________________________________
 DA1259  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DA1259  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA1259
 DA1259  HORZ ORDER  -  THIRD
 DA1259
 DA1259.The horizontal coordinates were established by classical geodetic methods
 DA1259.and adjusted by the National Geodetic Survey in August 1993..
 DA1259
 DA1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1259
 DA1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1259
 DA1259.The geoid height was determined by GEOID03.
 DA1259
 DA1259;                    North         East     Units Scale Factor Converg.
 DA1259;SPC AZ W     -   123,986.326   228,821.213   MT  0.99993628   +0 05 13.6
 DA1259;SPC AZ W     -   406,779.28    750,725.76   iFT  0.99993628   +0 05 13.6
 DA1259;UTM  12      - 3,556,464.123   256,001.293   MT  1.00033427   -1 22 32.4
 DA1259
 DA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1259!SPC AZ W     -   0.99996073  x   0.99993628  =   0.99989701
 DA1259!UTM  12      -   0.99996073  x   1.00033427  =   1.00029499
 DA1259
 DA1259:                Primary Azimuth Mark                     Grid Az
 DA1259:SPC AZ W     -  C 347                                    290 19 13.7
 DA1259:UTM  12      -  C 347                                    291 46 59.7
 DA1259
 DA1259|---------------------------------------------------------------------|
 DA1259| PID    Reference Object                     Distance      Geod. Az  |
 DA1259|                                                           dddmmss.s |
 DA1259| DA1005 C 347                               APPROX. 3.7 KM 2902427.3 |
 DA1259|---------------------------------------------------------------------|
 DA1259
 DA1259                          SUPERSEDED SURVEY CONTROL
 DA1259
 DA1259  NAD 83(1986)-  32 07 05.40701(N)    113 35 10.19360(W) AD(       ) 3
 DA1259  NGVD 29 (06/20/88)  282.7    (m)          927.     (f) VERT ANG       
 DA1259
 DA1259.Superseded values are not recommended for survey control.
 DA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1259.See file dsdata.txt to determine how the superseded data were derived.
 DA1259
 DA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5600156464(NAD 83)
 DA1259
 DA1259  HISTORY     - Date     Condition        Report By
 DA1259  HISTORY     - UNK      MONUMENTED       IBC
 DA1259  HISTORY     - 1962     GOOD             USGS
 DA1259
 DA1259                          STATION DESCRIPTION
 DA1259
 DA1259'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1259'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1259'DESCRIPTION FOLLOWS.
 DA1259'
 DA1259'LOCATED 48.3 MI WSW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1259'BOUNDARY.
 DA1259'
 DA1259'NO TO REACH GIVEN.
 DA1259'
 DA1259'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1259'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1259'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1260 ***********************************************************************
 DA1260  DESIGNATION -  BOUNDARY MON 183 MX US
 DA1260  PID         -  DA1260
 DA1260  STATE/COUNTY-  AZ/YUMA
 DA1260  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1260
 DA1260                         *CURRENT SURVEY CONTROL
 DA1260  ___________________________________________________________________
 DA1260* NAD 83(1992)-  32 08 33.92822(N)    113 39 53.40014(W)     ADJUSTED  
 DA1260* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 DA1260  ___________________________________________________________________
 DA1260  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DA1260  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1260
 DA1260  HORZ ORDER  -  THIRD
 DA1260
 DA1260.The horizontal coordinates were established by classical geodetic methods
 DA1260.and adjusted by the National Geodetic Survey in August 1993..
 DA1260
 DA1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1260
 DA1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1260
 DA1260.The geoid height was determined by GEOID03.
 DA1260
 DA1260;                    North         East     Units Scale Factor Converg.
 DA1260;SPC AZ W     -   126,702.980   221,394.634   MT  0.99993413   +0 02 43.1
 DA1260;SPC AZ W     -   415,692.19    726,360.35   iFT  0.99993413   +0 02 43.1
 DA1260;UTM  12      - 3,559,370.765   248,643.409   MT  1.00037922   -1 25 06.7
 DA1260
 DA1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1260!SPC AZ W     -   0.99995123  x   0.99993413  =   0.99988537
 DA1260!UTM  12      -   0.99995123  x   1.00037922  =   1.00033044
 DA1260
 DA1260:                Primary Azimuth Mark                     Grid Az
 DA1260:SPC AZ W     -  BOUNDARY MON 184 MX US                   290 05 27.9
 DA1260:UTM  12      -  BOUNDARY MON 184 MX US                   291 33 17.7
 DA1260
 DA1260|---------------------------------------------------------------------|
 DA1260| PID    Reference Object                     Distance      Geod. Az  |
 DA1260|                                                           dddmmss.s |
 DA1260| DA1261 BOUNDARY MON 184 MX US              APPROX. 4.2 KM 2900811.0 |
 DA1260|---------------------------------------------------------------------|
 DA1260
 DA1260                          SUPERSEDED SURVEY CONTROL
 DA1260
 DA1260  NAD 83(1986)-  32 08 33.88502(N)    113 39 53.44778(W) AD(       ) 3
 DA1260  NGVD 29 (06/20/88)  343.2    (m)         1126.     (f) VERT ANG       
 DA1260
 DA1260.Superseded values are not recommended for survey control.
 DA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1260.See file dsdata.txt to determine how the superseded data were derived.
 DA1260
 DA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4864359371(NAD 83)
 DA1260
 DA1260  HISTORY     - Date     Condition        Report By
 DA1260  HISTORY     - UNK      MONUMENTED       IBC
 DA1260  HISTORY     - 1962     GOOD             USGS
 DA1260
 DA1260                          STATION DESCRIPTION
 DA1260
 DA1260'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1260'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1260'DESCRIPTION FOLLOWS.
 DA1260'
 DA1260'LOCATED 53.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1260'BOUNDARY.
 DA1260'
 DA1260'NO TO REACH GIVEN.
 DA1260'
 DA1260'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1260'SQUARE ROCK AND CONCRETE SLAB.  POINT OF OBELISK 6.65 FT ABOVE
 DA1260'ROCK AND CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1261 ***********************************************************************
 DA1261  DESIGNATION -  BOUNDARY MON 184 MX US
 DA1261  PID         -  DA1261
 DA1261  STATE/COUNTY-  AZ/YUMA
 DA1261  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1261
 DA1261                         *CURRENT SURVEY CONTROL
 DA1261  ___________________________________________________________________
 DA1261* NAD 83(1992)-  32 09 20.95753(N)    113 42 24.25263(W)     ADJUSTED  
 DA1261* NAVD 88     -       591.5    (meters)    1941.     (feet)  VERTCON   
 DA1261  ___________________________________________________________________
 DA1261  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DA1261  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1261
 DA1261  HORZ ORDER  -  THIRD
 DA1261
 DA1261.The horizontal coordinates were established by classical geodetic methods
 DA1261.and adjusted by the National Geodetic Survey in August 1993..
 DA1261
 DA1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1261
 DA1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1261
 DA1261.The geoid height was determined by GEOID03.
 DA1261
 DA1261;                    North         East     Units Scale Factor Converg.
 DA1261;SPC AZ W     -   128,149.153   217,440.871   MT  0.99993354   +0 01 22.9
 DA1261;SPC AZ W     -   420,436.85    713,388.68   iFT  0.99993354   +0 01 22.9
 DA1261;UTM  12      - 3,560,918.194   244,726.096   MT  1.00040370   -1 26 28.9
 DA1261
 DA1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1261!SPC AZ W     -   0.99991236  x   0.99993354  =   0.99984591
 DA1261!UTM  12      -   0.99991236  x   1.00040370  =   1.00031603
 DA1261
 DA1261:                Primary Azimuth Mark                     Grid Az
 DA1261:SPC AZ W     -  BOUNDARY MON 185 MX US                   290 05 31.9
 DA1261:UTM  12      -  BOUNDARY MON 185 MX US                   291 33 23.7
 DA1261
 DA1261|---------------------------------------------------------------------|
 DA1261| PID    Reference Object                     Distance      Geod. Az  |
 DA1261|                                                           dddmmss.s |
 DA1261| DA1262 BOUNDARY MON 185 MX US              APPROX. 4.5 KM 2900654.8 |
 DA1261|---------------------------------------------------------------------|
 DA1261
 DA1261                          SUPERSEDED SURVEY CONTROL
 DA1261
 DA1261  NAD 83(1986)-  32 09 20.91655(N)    113 42 24.30726(W) AD(       ) 3
 DA1261  NGVD 29 (06/20/88)  590.8    (m)         1938.     (f) VERT ANG       
 DA1261
 DA1261.Superseded values are not recommended for survey control.
 DA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1261.See file dsdata.txt to determine how the superseded data were derived.
 DA1261
 DA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4472660918(NAD 83)
 DA1261
 DA1261  HISTORY     - Date     Condition        Report By
 DA1261  HISTORY     - UNK      MONUMENTED       IBC
 DA1261  HISTORY     - 1962     GOOD             USGS
 DA1261
 DA1261                          STATION DESCRIPTION
 DA1261
 DA1261'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1261'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1261'DESCRIPTION FOLLOWS.
 DA1261'
 DA1261'LOCATED 55.7 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1261'BOUNDARY.
 DA1261'
 DA1261'NO TO REACH GIVEN.
 DA1261'
 DA1261'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1261'SQUARE ROCK AND CONCRETE SLAB.  POINT OF OBELISK 6.65 FT ABOVE
 DA1261'ROCK AND CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1262 ***********************************************************************
 DA1262  DESIGNATION -  BOUNDARY MON 185 MX US
 DA1262  PID         -  DA1262
 DA1262  STATE/COUNTY-  AZ/YUMA
 DA1262  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1262
 DA1262                         *CURRENT SURVEY CONTROL
 DA1262  ___________________________________________________________________
 DA1262* NAD 83(1992)-  32 10 10.96082(N)    113 45 04.85832(W)     ADJUSTED  
 DA1262* NAVD 88     -       621.8    (meters)    2040.     (feet)  VERTCON   
 DA1262  ___________________________________________________________________
 DA1262  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DA1262  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA1262
 DA1262  HORZ ORDER  -  THIRD
 DA1262
 DA1262.The horizontal coordinates were established by classical geodetic methods
 DA1262.and adjusted by the National Geodetic Survey in August 1993..
 DA1262
 DA1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1262
 DA1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1262
 DA1262.The geoid height was determined by GEOID03.
 DA1262
 DA1262;                    North         East     Units Scale Factor Converg.
 DA1262;SPC AZ W     -   129,688.466   213,232.722   MT  0.99993333   -0 00 02.6
 DA1262;SPC AZ W     -   425,487.09    699,582.42   iFT  0.99993333   -0 00 02.6
 DA1262;UTM  12      - 3,562,565.366   240,556.653   MT  1.00043017   -1 27 56.6
 DA1262
 DA1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1262!SPC AZ W     -   0.99990761  x   0.99993333  =   0.99984095
 DA1262!UTM  12      -   0.99990761  x   1.00043017  =   1.00033774
 DA1262
 DA1262:                Primary Azimuth Mark                     Grid Az
 DA1262:SPC AZ W     -  BOUNDARY MON 186 MX US                   290 05 18.4
 DA1262:UTM  12      -  BOUNDARY MON 186 MX US                   291 33 12.4
 DA1262
 DA1262|---------------------------------------------------------------------|
 DA1262| PID    Reference Object                     Distance      Geod. Az  |
 DA1262|                                                           dddmmss.s |
 DA1262| DA1263 BOUNDARY MON 186 MX US              APPROX. 4.5 KM 2900515.8 |
 DA1262|---------------------------------------------------------------------|
 DA1262
 DA1262                          SUPERSEDED SURVEY CONTROL
 DA1262
 DA1262  NAD 83(1986)-  32 10 10.92126(N)    113 45 04.91107(W) AD(       ) 3
 DA1262  NGVD 29 (06/20/88)  621.1    (m)         2038.     (f) VERT ANG       
 DA1262
 DA1262.Superseded values are not recommended for survey control.
 DA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1262.See file dsdata.txt to determine how the superseded data were derived.
 DA1262
 DA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4055762565(NAD 83)
 DA1262
 DA1262  HISTORY     - Date     Condition        Report By
 DA1262  HISTORY     - UNK      MONUMENTED       IBC
 DA1262  HISTORY     - 1962     GOOD             USGS
 DA1262
 DA1262                          STATION DESCRIPTION
 DA1262
 DA1262'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1262'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1262'DESCRIPTION FOLLOWS.
 DA1262'
 DA1262'LOCATED 58.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1262'BOUNDARY.
 DA1262'
 DA1262'NO TO REACH GIVEN.
 DA1262'
 DA1262'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO ROCK
 DA1262'AND CONCRETE BASE.  POINT OF OBELISK 6.65 FT ABOVE ROCK AND
 DA1262'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1263 ***********************************************************************
 DA1263  DESIGNATION -  BOUNDARY MON 186 MX US
 DA1263  PID         -  DA1263
 DA1263  STATE/COUNTY-  AZ/YUMA
 DA1263  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1263
 DA1263                         *CURRENT SURVEY CONTROL
 DA1263  ___________________________________________________________________
 DA1263* NAD 83(1992)-  32 11 01.29027(N)    113 47 46.77814(W)     ADJUSTED  
 DA1263* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 DA1263  ___________________________________________________________________
 DA1263  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DA1263  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DA1263
 DA1263  HORZ ORDER  -  THIRD
 DA1263
 DA1263.The horizontal coordinates were established by classical geodetic methods
 DA1263.and adjusted by the National Geodetic Survey in August 1993..
 DA1263
 DA1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1263
 DA1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1263
 DA1263.The geoid height was determined by GEOID03.
 DA1263
 DA1263;                    North         East     Units Scale Factor Converg.
 DA1263;SPC AZ W     -   131,239.588   208,991.433   MT  0.99993357   -0 01 28.8
 DA1263;SPC AZ W     -   430,576.08    685,667.43   iFT  0.99993357   -0 01 28.8
 DA1263;UTM  12      - 3,564,225.284   236,354.272   MT  1.00045728   -1 29 25.0
 DA1263
 DA1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1263!SPC AZ W     -   0.99990709  x   0.99993357  =   0.99984066
 DA1263!UTM  12      -   0.99990709  x   1.00045728  =   1.00036432
 DA1263
 DA1263:                Primary Azimuth Mark                     Grid Az
 DA1263:SPC AZ W     -  BOUNDARY MON 187 MX US                   290 05 26.9
 DA1263:UTM  12      -  BOUNDARY MON 187 MX US                   291 33 23.1
 DA1263
 DA1263|---------------------------------------------------------------------|
 DA1263| PID    Reference Object                     Distance      Geod. Az  |
 DA1263|                                                           dddmmss.s |
 DA1263| DA1264 BOUNDARY MON 187 MX US              APPROX. 4.0 KM 2900358.1 |
 DA1263|---------------------------------------------------------------------|
 DA1263
 DA1263                          SUPERSEDED SURVEY CONTROL
 DA1263
 DA1263  NAD 83(1986)-  32 11 01.25825(N)    113 47 46.82641(W) AD(       ) 3
 DA1263  NGVD 29 (06/20/88)  624.5    (m)         2049.     (f) VERT ANG       
 DA1263
 DA1263.Superseded values are not recommended for survey control.
 DA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1263.See file dsdata.txt to determine how the superseded data were derived.
 DA1263
 DA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3635464225(NAD 83)
 DA1263
 DA1263  HISTORY     - Date     Condition        Report By
 DA1263  HISTORY     - UNK      MONUMENTED       IBC
 DA1263  HISTORY     - 1962     GOOD             USGS
 DA1263
 DA1263                          STATION DESCRIPTION
 DA1263
 DA1263'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1263'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1263'DESCRIPTION FOLLOWS.
 DA1263'
 DA1263'LOCATED 61.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1263'BOUNDARY.
 DA1263'
 DA1263'NO TO REACH GIVEN.
 DA1263'
 DA1263'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO
 DA1263'CONCRETE AND BEDROCK.  POINT OF OBELISK 6.65 FT ABOVE ROCK AND
 DA1263'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1264 ***********************************************************************
 DA1264  DESIGNATION -  BOUNDARY MON 187 MX US
 DA1264  PID         -  DA1264
 DA1264  STATE/COUNTY-  AZ/YUMA
 DA1264  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1264
 DA1264                         *CURRENT SURVEY CONTROL
 DA1264  ___________________________________________________________________
 DA1264* NAD 83(1992)-  32 11 45.87101(N)    113 50 10.38152(W)     ADJUSTED  
 DA1264* NAVD 88     -       485.5    (meters)    1593.     (feet)  VERTCON   
 DA1264  ___________________________________________________________________
 DA1264  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DA1264  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DA1264
 DA1264  HORZ ORDER  -  THIRD
 DA1264
 DA1264.The horizontal coordinates were established by classical geodetic methods
 DA1264.and adjusted by the National Geodetic Survey in August 1993..
 DA1264
 DA1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1264
 DA1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1264
 DA1264.The geoid height was determined by GEOID03.
 DA1264
 DA1264;                    North         East     Units Scale Factor Converg.
 DA1264;SPC AZ W     -   132,615.027   205,231.002   MT  0.99993415   -0 02 45.4
 DA1264;SPC AZ W     -   435,088.67    673,330.06   iFT  0.99993415   -0 02 45.4
 DA1264;UTM  12      - 3,565,697.258   232,628.263   MT  1.00048169   -1 30 43.5
 DA1264
 DA1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1264!SPC AZ W     -   0.99992903  x   0.99993415  =   0.99986318
 DA1264!UTM  12      -   0.99992903  x   1.00048169  =   1.00041068
 DA1264
 DA1264:                Primary Azimuth Mark                     Grid Az
 DA1264:SPC AZ W     -  BOUNDARY MON 186 MX US                   110 05 27.0
 DA1264:UTM  12      -  BOUNDARY MON 186 MX US                   111 33 25.1
 DA1264
 DA1264|---------------------------------------------------------------------|
 DA1264| PID    Reference Object                     Distance      Geod. Az  |
 DA1264|                                                           dddmmss.s |
 DA1264| DA1263 BOUNDARY MON 186 MX US              APPROX. 4.0 KM 1100241.6 |
 DA1264|---------------------------------------------------------------------|
 DA1264
 DA1264                          SUPERSEDED SURVEY CONTROL
 DA1264
 DA1264  NAD 83(1986)-  32 11 45.84805(N)    113 50 10.42464(W) AD(       ) 3
 DA1264  NGVD 29 (06/20/88)  484.8    (m)         1591.     (f) VERT ANG       
 DA1264
 DA1264.Superseded values are not recommended for survey control.
 DA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1264.See file dsdata.txt to determine how the superseded data were derived.
 DA1264
 DA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3262865697(NAD 83)
 DA1264
 DA1264  HISTORY     - Date     Condition        Report By
 DA1264  HISTORY     - UNK      MONUMENTED       IBC
 DA1264  HISTORY     - 1962     GOOD             USGS
 DA1264
 DA1264                          STATION DESCRIPTION
 DA1264
 DA1264'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1264'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1264'DESCRIPTION FOLLOWS.
 DA1264'
 DA1264'LOCATED 64.33 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1264'BOUNDARY.
 DA1264'
 DA1264'NO TO REACH GIVEN.
 DA1264'
 DA1264'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1264'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1264'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1265 ***********************************************************************
 DA1265  DESIGNATION -  BOUNDARY MON 188 MX US
 DA1265  PID         -  DA1265
 DA1265  STATE/COUNTY-  AZ/YUMA
 DA1265  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1265
 DA1265                         *CURRENT SURVEY CONTROL
 DA1265  ___________________________________________________________________
 DA1265* NAD 83(1992)-  32 13 12.96784(N)    113 54 51.47628(W)     ADJUSTED  
 DA1265* NAVD 88     -       319.8    (meters)    1049.     (feet)  VERTCON   
 DA1265  ___________________________________________________________________
 DA1265  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DA1265  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DA1265
 DA1265  HORZ ORDER  -  THIRD
 DA1265
 DA1265.The horizontal coordinates were established by classical geodetic methods
 DA1265.and adjusted by the National Geodetic Survey in August 1993..
 DA1265
 DA1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1265
 DA1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1265
 DA1265.The geoid height was determined by GEOID03.
 DA1265
 DA1265;                    North         East     Units Scale Factor Converg.
 DA1265;SPC AZ W     -   135,306.264   197,873.128   MT  0.99993629   -0 05 15.4
 DA1265;SPC AZ W     -   443,918.19    649,190.05   iFT  0.99993629   -0 05 15.4
 DA1265;UTM  12      - 3,568,577.586   225,337.523   MT  1.00053043   -1 33 17.3
 DA1265
 DA1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1265!SPC AZ W     -   0.99995505  x   0.99993629  =   0.99989135
 DA1265!UTM  12      -   0.99995505  x   1.00053043  =   1.00048546
 DA1265
 DA1265:                Primary Azimuth Mark                     Grid Az
 DA1265:SPC AZ W     -  BOUNDARY MON 189 RM                      290 09 29.2
 DA1265:UTM  12      -  BOUNDARY MON 189 RM                      291 37 31.1
 DA1265
 DA1265|---------------------------------------------------------------------|
 DA1265| PID    Reference Object                     Distance      Geod. Az  |
 DA1265|                                                           dddmmss.s |
 DA1265| DA1418 BOUNDARY MON 189 RM                 APPROX. 6.3 KM 2900413.8 |
 DA1265|---------------------------------------------------------------------|
 DA1265
 DA1265                          SUPERSEDED SURVEY CONTROL
 DA1265
 DA1265  NAD 83(1986)-  32 13 12.96268(N)    113 54 51.50947(W) AD(       ) 3
 DA1265  NGVD 29 (06/20/88)  319.1    (m)         1047.     (f) VERT ANG       
 DA1265
 DA1265.Superseded values are not recommended for survey control.
 DA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1265.See file dsdata.txt to determine how the superseded data were derived.
 DA1265
 DA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA2533868578(NAD 83)
 DA1265
 DA1265  HISTORY     - Date     Condition        Report By
 DA1265  HISTORY     - UNK      MONUMENTED       IBC
 DA1265  HISTORY     - 1962     GOOD             USGS
 DA1265
 DA1265                          STATION DESCRIPTION
 DA1265
 DA1265'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1265'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1265'DESCRIPTION FOLLOWS.
 DA1265'
 DA1265'LOCATED 69.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1265'BOUNDARY.
 DA1265'
 DA1265'NO TO REACH GIVEN.
 DA1265'
 DA1265'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1265'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1265'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1417 ***********************************************************************
 DA1417  DESIGNATION -  BOUNDARY MON 189 MX US
 DA1417  PID         -  DA1417
 DA1417  STATE/COUNTY-  AZ/YUMA
 DA1417  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1417
 DA1417                         *CURRENT SURVEY CONTROL
 DA1417  ___________________________________________________________________
 DA1417* NAD 83(1992)-  32 14 22.49369(N)    113 58 36.38753(W)     ADJUSTED  
 DA1417* NAVD 88     -       556.7    (meters)    1826.     (feet)  VERTCON   
 DA1417  ___________________________________________________________________
 DA1417  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DA1417  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DA1417
 DA1417  HORZ ORDER  -  SECOND
 DA1417
 DA1417.The horizontal coordinates were established by classical geodetic methods
 DA1417.and adjusted by the National Geodetic Survey in August 1993..
 DA1417
 DA1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1417
 DA1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1417
 DA1417.The geoid height was determined by GEOID03.
 DA1417
 DA1417;                    North         East     Units Scale Factor Converg.
 DA1417;SPC AZ W     -   137,458.450   191,988.691   MT  0.99993896   -0 07 15.5
 DA1417;SPC AZ W     -   450,979.17    629,884.16   iFT  0.99993896   -0 07 15.5
 DA1417;UTM  12      - 3,570,881.189   219,506.568   MT  1.00057035   -1 35 20.5
 DA1417;UTM  11      - 3,571,003.609   784,872.169   MT  1.00060089   +1 36 49.9
 DA1417
 DA1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1417!SPC AZ W     -   0.99991787  x   0.99993896  =   0.99985683
 DA1417!UTM  12      -   0.99991787  x   1.00057035  =   1.00048817
 DA1417!UTM  11      -   0.99991787  x   1.00060089  =   1.00051871
 DA1417
 DA1417                          SUPERSEDED SURVEY CONTROL
 DA1417
 DA1417  NAD 83(1986)-  32 14 22.49526(N)    113 58 36.41671(W) AD(       ) 2
 DA1417  NAD 27      -  32 14 22.26300(N)    113 58 33.64200(W) AD(       ) 2
 DA1417  NGVD 29 (07/19/86)  556.0    (m)         1824.     (f) VERT ANG       
 DA1417
 DA1417.Superseded values are not recommended for survey control.
 DA1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1417.See file dsdata.txt to determine how the superseded data were derived.
 DA1417
 DA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA1950770881(NAD 83)
 DA1417
 DA1417  HISTORY     - Date     Condition        Report By
 DA1417  HISTORY     - 1920     MONUMENTED       IBC
 DA1417  HISTORY     - 1957     GOOD             AMS
 DA1417  HISTORY     - 1967     GOOD             CGS
 DA1417
 DA1417                          STATION DESCRIPTION
 DA1417
 DA1417'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1957
 DA1417'STATION RECOVERED IN GOOD CONDITION.
 DA1417'
 DA1417'THE STATION IS A STEEL 10X10 FEET BY 6.5 FEET STEEL SQUARE
 DA1417'MONUMENT SET IN CONCRETE BASE.  38.0 FEET NNE OF A SMALL
 DA1417'SADDLE.  28.0 FEET S OF THE HIGHEST POINT OF HILL AND REFERENCE
 DA1417'MARK 2.  27.0 FEET NE OF A SMALL LONE BUSH.  23.0 FEET NNE
 DA1417'OF A LARGE SHARP BOULDER.  9.0 W OF SHEAR DROP TO THE EAST.
 DA1417
 DA1417                          STATION RECOVERY (1967)
 DA1417
 DA1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1417'THE STATION WAS RECOVERED AS DESCRIBED AND A DESCRIPTION TO REACH
 DA1417'FOLLOWS.
 DA1417'
 DA1417'TO REACH THE STATION FROM SONOITA, MEXICO, GO WEST ON MEXICAN
 DA1417'HIGHWAY 2 FOR 37.0 MILES TO LOS VIDRIOS.  CONTINUE WEST ON
 DA1417'THE HIGHWAY FOR 37.4 MILES TO A DOUBLE BRIDGE.  CONTINUE
 DA1417'EAST ON THE HIGHWAY FOR 2.0 MILES TO A SIDE ROAD RIGHT JUST
 DA1417'BEFORE REACHING A RIGHT ANGLE BEND IN THE HIGHWAY AND JUST
 DA1417'AFTER PASSING OVER A CULVERT.  TURN RIGHT ONTO THE DIRT
 DA1417'ROAD AND GO EASTERLY FOR 0.3 MILE.  TAKE THE LEFT FORK AND
 DA1417'GO NORTHERLY FOR 0.4 MILE TO A REVERSE Y FORK.  CONTINUE
 DA1417'NORTHERLY FOR 0.6 MILE.  TAKE THE LEFT FORK NORTHWESTERLY FOR 0.3
 DA1417'MILE.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.7 MILE.
 DA1417'TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.3 MILE TO A
 DA1417'FORK AT THE BASE OF THE FOOT HILLS.  TAKE THE RIGHT FORK AND
 DA1417'GO NORTHEAST FOR 0.1 MILE.  TAKE THE RIGHT FORK AND GO
 DA1417'NORTHEAST FOR 0.2 MILE.  TAKE THE LEFT FORK AND GO EASTERLY
 DA1417'FOR 0.15 MILE TO A THREE WAY FORK.
 DA1417'
 DA1417'TAKE THE MIDDLE FORK AND GO NORTHERLY, WINDING ALONG A TRACK
 DA1417'ROAD FOR 1.8 MILES TO THE BASE OF A MOUNTAIN AND THE END
 DA1417'OF TRUCK TRAVEL AT A RAVINE.  NOTE--THE ROAD CONTINUES ON
 DA1417'PAST THIS POINT.  PACK EASTERLY UP THE LEFT ONE OF TWO DRAWS
 DA1417'TO THE HIGHEST POINT AND THE STATION.
 DA1417'
 DA1417'PACKING TIME IS ABOUT 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1418 ***********************************************************************
 DA1418  DESIGNATION -  BOUNDARY MON 189 RM
 DA1418  PID         -  DA1418
 DA1418  STATE/COUNTY-  AZ/YUMA
 DA1418  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1418
 DA1418                         *CURRENT SURVEY CONTROL
 DA1418  ___________________________________________________________________
 DA1418* NAD 83(1992)-  32 14 22.76793(N)    113 58 36.43665(W)     ADJUSTED  
 DA1418* NAVD 88     -       557.0    (meters)    1827.     (feet)  VERTCON   
 DA1418  ___________________________________________________________________
 DA1418  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DA1418  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DA1418
 DA1418  HORZ ORDER  -  THIRD
 DA1418
 DA1418.The horizontal coordinates were established by classical geodetic methods
 DA1418.and adjusted by the National Geodetic Survey in August 1993..
 DA1418
 DA1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1418
 DA1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1418
 DA1418.The geoid height was determined by GEOID03.
 DA1418
 DA1418;                    North         East     Units Scale Factor Converg.
 DA1418;SPC AZ W     -   137,466.899   191,987.423   MT  0.99993896   -0 07 15.5
 DA1418;SPC AZ W     -   451,006.89    629,880.00   iFT  0.99993896   -0 07 15.5
 DA1418;UTM  12      - 3,570,889.674   219,505.516   MT  1.00057036   -1 35 20.5
 DA1418;UTM  11      - 3,571,012.022   784,870.645   MT  1.00060088   +1 36 49.9
 DA1418
 DA1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1418!SPC AZ W     -   0.99991782  x   0.99993896  =   0.99985679
 DA1418!UTM  12      -   0.99991782  x   1.00057036  =   1.00048814
 DA1418!UTM  11      -   0.99991782  x   1.00060088  =   1.00051865
 DA1418
 DA1418:                Primary Azimuth Mark                     Grid Az
 DA1418:SPC AZ W     -  BUCK                                     026 09 27.7
 DA1418:UTM  12      -  BUCK                                     027 37 32.7
 DA1418:UTM  11      -  BUCK                                     024 25 22.3
 DA1418
 DA1418|---------------------------------------------------------------------|
 DA1418| PID    Reference Object                     Distance      Geod. Az  |
 DA1418|                                                           dddmmss.s |
 DA1418| DA1419 BUCK                                APPROX.17.6 KM 0260212.2 |
 DA1418| DA1417 BOUNDARY MON 189 MX US                8.545 METERS 17121     |
 DA1418|---------------------------------------------------------------------|
 DA1418
 DA1418                          SUPERSEDED SURVEY CONTROL
 DA1418
 DA1418  NAD 83(1986)-  32 14 22.76951(N)    113 58 36.46582(W) AD(       ) 3
 DA1418  NAD 27      -  32 14 22.53700(N)    113 58 33.69100(W) AD(       ) 3
 DA1418  NGVD 29 (06/20/88)  556.3    (m)         1825.     (f) VERT ANG       
 DA1418
 DA1418.Superseded values are not recommended for survey control.
 DA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1418.See file dsdata.txt to determine how the superseded data were derived.
 DA1418
 DA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA1950670890(NAD 83)
 DA1418_MARKER: DD = SURVEY DISK
 DA1418_SETTING: 66 = SET IN ROCK OUTCROP
 DA1418
 DA1418  HISTORY     - Date     Condition        Report By
 DA1418  HISTORY     - UNK      MONUMENTED       IBC
 DA1418  HISTORY     - 1962     GOOD             USGS
 DA1418  HISTORY     - 1964     GOOD             USGS
 DA1418
 DA1418                          STATION DESCRIPTION
 DA1418
 DA1418'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1418'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  THEIR
 DA1418'DESCRIPTION FOLLOWS.
 DA1418'
 DA1418'LOCATED 72.7 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1418'BOUNDARY.
 DA1418'
 DA1418'NO TO REACH GIVEN.
 DA1418'
 DA1418'STATION MARK--NGS BRONZE RM DISK STAMPED---BM 189---, CEMENTED IN
 DA1418'DRILL HOLE IN BEDROCK.  (BM STANDS FOR BOUNDARY MONUMENT NOT
 DA1418'BENCH MARK)
 DA1418
 DA1418                          STATION RECOVERY (1964)
 DA1418
 DA1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1418'RECOVERED AS DESCRIBED BY NGS AND AMS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1654 ***********************************************************************
 DB1654  DESIGNATION -  BOUNDARY MON 194 MX US
 DB1654  PID         -  DB1654
 DB1654  STATE/COUNTY-  AZ/YUMA
 DB1654  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB1654
 DB1654                         *CURRENT SURVEY CONTROL
 DB1654  ___________________________________________________________________
 DB1654* NAD 83(1992)-  32 18 15.28695(N)    114 11 12.72949(W)     ADJUSTED  
 DB1654* NAVD 88     -      2197.18   (+/-2cm)    7208.6    (feet)  VERTCON   
 DB1654  ___________________________________________________________________
 DB1654  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 DB1654  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DB1654
 DB1654  HORZ ORDER  -  THIRD
 DB1654  VERT ORDER  -  THIRD ? (See Below)
 DB1654
 DB1654.The horizontal coordinates were established by classical geodetic methods
 DB1654.and adjusted by the National Geodetic Survey in August 1993..
 DB1654
 DB1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1654.The vertical order pertains to the NGVD 29 superseded value.
 DB1654
 DB1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1654
 DB1654.The geoid height was determined by GEOID03.
 DB1654
 DB1654;                    North         East     Units Scale Factor Converg.
 DB1654;SPC AZ W     -   144,690.014   172,218.315   MT  0.99995420   -0 14 00.5
 DB1654;SPC AZ W     -   474,704.77    565,020.72   iFT  0.99995420   -0 14 00.5
 DB1654;UTM  11      - 3,577,636.715   764,880.040   MT  1.00046531   +1 30 15.3
 DB1654
 DB1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1654!SPC AZ W     -   0.99966046  x   0.99995420  =   0.99961467
 DB1654!UTM  11      -   0.99966046  x   1.00046531  =   1.00012561
 DB1654
 DB1654                          SUPERSEDED SURVEY CONTROL
 DB1654
 DB1654  NAD 83(1986)-  32 18 15.29505(N)    114 11 12.74462(W) AD(       ) 3
 DB1654  NGVD 29 (04/26/91) 2196.49   (m)         7206.3    (f) LEVELING    3  
 DB1654
 DB1654.Superseded values are not recommended for survey control.
 DB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1654.See file dsdata.txt to determine how the superseded data were derived.
 DB1654
 DB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6488077637(NAD 83)
 DB1654_MARKER: 71 = BOUNDARY MONUMENT
 DB1654
 DB1654  HISTORY     - Date     Condition        Report By
 DB1654  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1654
 DB1654                          STATION DESCRIPTION
 DB1654
 DB1654'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1654'LOCATED 33.8 MI ESE. OF SAN LUIS, SONORA, MEXICO.  ABOUT 0.1 MI N.
 DB1654'OF MEXICO HWY. 2.  ON THE UNITED STATES AND MEXICO INTERNATIONAL
 DB1654'BOUNDARY.
 DB1654'
 DB1654'TO REACH NOT GIVEN.
 DB1654'
 DB1654'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1654'MONUMENT MARKED 194, 6.6 FT ABOVE BASE.
 DB1654'
 DB1654'RMS--NONE SET.
 DB1654'
 DB1654'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1654'FOR USGS BM 18 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1655 ***********************************************************************
 DB1655  DESIGNATION -  BOUNDARY MON 195 MX US
 DB1655  PID         -  DB1655
 DB1655  STATE/COUNTY-  AZ/YUMA
 DB1655  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB1655
 DB1655                         *CURRENT SURVEY CONTROL
 DB1655  ___________________________________________________________________
 DB1655* NAD 83(1992)-  32 18 49.75331(N)    114 13 05.12516(W)     ADJUSTED  
 DB1655* NAVD 88     -       205.77   (+/-2cm)     675.1    (feet)  VERTCON   
 DB1655  ___________________________________________________________________
 DB1655  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DB1655  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DB1655
 DB1655  HORZ ORDER  -  THIRD
 DB1655  VERT ORDER  -  THIRD ? (See Below)
 DB1655
 DB1655.The horizontal coordinates were established by classical geodetic methods
 DB1655.and adjusted by the National Geodetic Survey in August 1993..
 DB1655
 DB1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1655.The vertical order pertains to the NGVD 29 superseded value.
 DB1655
 DB1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1655
 DB1655.The geoid height was determined by GEOID03.
 DB1655
 DB1655;                    North         East     Units Scale Factor Converg.
 DB1655;SPC AZ W     -   145,764.049   169,282.718   MT  0.99995728   -0 15 00.8
 DB1655;SPC AZ W     -   478,228.51    555,389.49   iFT  0.99995728   -0 15 00.8
 DB1655;UTM  11      - 3,578,621.717   761,911.737   MT  1.00044602   +1 29 16.6
 DB1655
 DB1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1655!SPC AZ W     -   0.99997303  x   0.99995728  =   0.99993031
 DB1655!UTM  11      -   0.99997303  x   1.00044602  =   1.00041904
 DB1655
 DB1655                          SUPERSEDED SURVEY CONTROL
 DB1655
 DB1655  NAD 83(1986)-  32 18 49.75996(N)    114 13 05.14015(W) AD(       ) 3
 DB1655  NGVD 29 (04/26/91)  205.08   (m)          672.8    (f) LEVELING    3  
 DB1655
 DB1655.Superseded values are not recommended for survey control.
 DB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1655.See file dsdata.txt to determine how the superseded data were derived.
 DB1655
 DB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6191278622(NAD 83)
 DB1655_MARKER: 71 = BOUNDARY MONUMENT
 DB1655
 DB1655  HISTORY     - Date     Condition        Report By
 DB1655  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1655
 DB1655                          STATION DESCRIPTION
 DB1655
 DB1655'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1655'LOCATED ABOUT 32 MI SE. OF SAN LUIS.  ON BOUNDARY BETWEEN THE
 DB1655'UNITED STATES AND MEXICO.
 DB1655'
 DB1655'TO REACH FROM SAN LUIS, MEXICO, DRIVE 32 MI SE. ALONG BORDER HWY.
 DB1655'(FROM THIS POINT THE MONUMENT IS VISIBLE).  GO ABOUT 500 FT N. OF
 DB1655'HWY. TO STATION.  MAY BE DRIVEN TO WITH 4-WHEEL DRIVE.
 DB1655'
 DB1655'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1655'MONUMENT MARKED 195, 6.6 FT ABOVE BASE.
 DB1655'
 DB1655'RMS--NONE SET.
 DB1655'
 DB1655'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1655'FOR BM 20 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1656 ***********************************************************************
 DB1656  DESIGNATION -  BOUNDARY MON 196 MX US
 DB1656  PID         -  DB1656
 DB1656  STATE/COUNTY-  AZ/YUMA
 DB1656  USGS QUAD   -  VOPOKI RIDGE SE (1990)
 DB1656
 DB1656                         *CURRENT SURVEY CONTROL
 DB1656  ___________________________________________________________________
 DB1656* NAD 83(1992)-  32 19 55.15487(N)    114 16 38.73707(W)     ADJUSTED  
 DB1656* NAVD 88     -       177.95   (+/-2cm)     583.8    (feet)  VERTCON   
 DB1656  ___________________________________________________________________
 DB1656  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DB1656  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DB1656
 DB1656  HORZ ORDER  -  THIRD
 DB1656  VERT ORDER  -  THIRD ? (See Below)
 DB1656
 DB1656.The horizontal coordinates were established by classical geodetic methods
 DB1656.and adjusted by the National Geodetic Survey in August 1993..
 DB1656
 DB1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1656.The vertical order pertains to the NGVD 29 superseded value.
 DB1656
 DB1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1656
 DB1656.The geoid height was determined by GEOID03.
 DB1656
 DB1656;                    North         East     Units Scale Factor Converg.
 DB1656;SPC AZ W     -   147,804.495   163,705.191   MT  0.99996373   -0 16 55.5
 DB1656;SPC AZ W     -   484,922.88    537,090.52   iFT  0.99996373   -0 16 55.5
 DB1656;UTM  11      - 3,580,492.881   756,272.237   MT  1.00040997   +1 27 24.8
 DB1656
 DB1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1656!SPC AZ W     -   0.99997742  x   0.99996373  =   0.99994115
 DB1656!UTM  11      -   0.99997742  x   1.00040997  =   1.00038738
 DB1656
 DB1656                          SUPERSEDED SURVEY CONTROL
 DB1656
 DB1656  NAD 83(1986)-  32 19 55.16242(N)    114 16 38.75202(W) AD(       ) 3
 DB1656  NGVD 29 (04/26/91)  177.26   (m)          581.6    (f) LEVELING    3  
 DB1656
 DB1656.Superseded values are not recommended for survey control.
 DB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1656.See file dsdata.txt to determine how the superseded data were derived.
 DB1656
 DB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5627280493(NAD 83)
 DB1656_MARKER: 71 = BOUNDARY MONUMENT
 DB1656
 DB1656  HISTORY     - Date     Condition        Report By
 DB1656  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1656
 DB1656                          STATION DESCRIPTION
 DB1656
 DB1656'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1656'LOCATED 28.1 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO.  ABOUT
 DB1656'0.1 MI N. OF MEXICO HWY. 2.
 DB1656'
 DB1656'TO REACH NOT GIVEN.
 DB1656'
 DB1656'STATION MARK--CENTER OF STANDARD OBELISK IRON BOUNDARY MONUMENT
 DB1656'MARKED 196, PAINTED ALUMINUM, 6.6 FT FROM TIP TO CONCRETE BASE.
 DB1656'
 DB1656'RMS--NONE SET.
 DB1656'
 DB1656'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1656'FOR USGS BM 24 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1657 ***********************************************************************
 DB1657  DESIGNATION -  BOUNDARY MON 197 MX US
 DB1657  PID         -  DB1657
 DB1657  STATE/COUNTY-  AZ/YUMA
 DB1657  USGS QUAD   -  VOPOKI RIDGE SE (1990)
 DB1657
 DB1657                         *CURRENT SURVEY CONTROL
 DB1657  ___________________________________________________________________
 DB1657* NAD 83(1992)-  32 21 14.80465(N)    114 20 59.46795(W)     ADJUSTED  
 DB1657* NAVD 88     -       144.55   (+/-2cm)     474.2    (feet)  VERTCON   
 DB1657  ___________________________________________________________________
 DB1657  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DB1657  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB1657
 DB1657  HORZ ORDER  -  THIRD
 DB1657  VERT ORDER  -  THIRD ? (See Below)
 DB1657
 DB1657.The horizontal coordinates were established by classical geodetic methods
 DB1657.and adjusted by the National Geodetic Survey in August 1993..
 DB1657
 DB1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1657.The vertical order pertains to the NGVD 29 superseded value.
 DB1657
 DB1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1657
 DB1657.The geoid height was determined by GEOID03.
 DB1657
 DB1657;                    North         East     Units Scale Factor Converg.
 DB1657;SPC AZ W     -   150,293.762   156,900.330   MT  0.99997263   -0 19 15.7
 DB1657;SPC AZ W     -   493,089.77    514,764.86   iFT  0.99997263   -0 19 15.7
 DB1657;UTM  11      - 3,582,775.399   749,392.060   MT  1.00036705   +1 25 08.3
 DB1657
 DB1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1657!SPC AZ W     -   0.99998267  x   0.99997263  =   0.99995530
 DB1657!UTM  11      -   0.99998267  x   1.00036705  =   1.00034972
 DB1657
 DB1657                          SUPERSEDED SURVEY CONTROL
 DB1657
 DB1657  NAD 83(1986)-  32 21 14.81234(N)    114 20 59.48321(W) AD(       ) 3
 DB1657  NGVD 29 (04/26/91)  143.87   (m)          472.0    (f) LEVELING    3  
 DB1657
 DB1657.Superseded values are not recommended for survey control.
 DB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1657.See file dsdata.txt to determine how the superseded data were derived.
 DB1657
 DB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4939282775(NAD 83)
 DB1657_MARKER: 71 = BOUNDARY MONUMENT
 DB1657
 DB1657  HISTORY     - Date     Condition        Report By
 DB1657  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1657
 DB1657                          STATION DESCRIPTION
 DB1657
 DB1657'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1657'LOCATED ABOUT 26.6 MI SE. OF SAN LUIS, MEXICO.  ON BOUNDARY
 DB1657'BETWEEN THE UNITED STATES AND MEXICO.
 DB1657'
 DB1657'TO REACH FROM SAN LUIS, MEXICO, DRIVE 26.6 MI SE. ALONG BORDER
 DB1657'HWY.  GO ABOUT 500 FT N.  MONUMENT IS VISIBLE FROM HWY.  THERE IS
 DB1657'A SMALL, ABANDONED, ADOBE BUILDING JUST N. OF MONUMENT.
 DB1657'
 DB1657'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1657'MONUMENT MARKED 197, 6.6 FT ABOVE BASE.
 DB1657'
 DB1657'RMS--NONE SET.
 DB1657'
 DB1657'NOTE--STANDARD USGS BM TABLET STAMPED---27 BKC 1963 472---,
 DB1657'CEMENTED IN NORTHWEST CORNER OF CONCRETE BASE OF BOUNDARY
 DB1657'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1658 ***********************************************************************
 DB1658  DESIGNATION -  BOUNDARY MON 198 MX US
 DB1658  PID         -  DB1658
 DB1658  STATE/COUNTY-  AZ/YUMA
 DB1658  USGS QUAD   -  WEST OF VOPOKI RIDGE (1990)
 DB1658
 DB1658                         *CURRENT SURVEY CONTROL
 DB1658  ___________________________________________________________________
 DB1658* NAD 83(1992)-  32 22 40.15777(N)    114 25 39.58261(W)     ADJUSTED  
 DB1658* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 DB1658  ___________________________________________________________________
 DB1658  EPOCH DATE  -        1991.35
 DB1658  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DB1658  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB1658
 DB1658  HORZ ORDER  -  THIRD
 DB1658
 DB1658.The horizontal coordinates were established by classical geodetic methods
 DB1658.and adjusted by the National Geodetic Survey in June 1996..
 DB1658.The horizontal coordinates are valid at the epoch date displayed above.
 DB1658.The epoch date for horizontal control is a decimal equivalence
 DB1658.of Year/Month/Day.
 DB1658
 DB1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1658
 DB1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1658
 DB1658.The geoid height was determined by GEOID03.
 DB1658
 DB1658;                    North         East     Units Scale Factor Converg.
 DB1658;SPC AZ W     -   152,966.552   149,593.191   MT  0.99998346   -0 21 46.4
 DB1658;SPC AZ W     -   501,858.77    490,791.31   iFT  0.99998346   -0 21 46.4
 DB1658;UTM  11      - 3,585,225.913   742,004.404   MT  1.00032227   +1 22 41.4
 DB1658
 DB1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1658!SPC AZ W     -   0.99998250  x   0.99998346  =   0.99996596
 DB1658!UTM  11      -   0.99998250  x   1.00032227  =   1.00030477
 DB1658
 DB1658                          SUPERSEDED SURVEY CONTROL
 DB1658
 DB1658  NAD 83(1992)-  32 22 40.15615(N)    114 25 39.57800(W) AD(       ) 3
 DB1658  NAD 83(1986)-  32 22 40.16385(N)    114 25 39.59349(W) AD(       ) 3
 DB1658  NGVD 29 (04/26/91)  145.0    (m)          476.     (f) VERT ANG       
 DB1658
 DB1658.Superseded values are not recommended for survey control.
 DB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1658.See file dsdata.txt to determine how the superseded data were derived.
 DB1658
 DB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4200485226(NAD 83)
 DB1658_MARKER: 71 = BOUNDARY MONUMENT
 DB1658
 DB1658  HISTORY     - Date     Condition        Report By
 DB1658  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1658
 DB1658                          STATION DESCRIPTION
 DB1658
 DB1658'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1658'LOCATED ABOUT 22 MI SE. OF SAN LUIS, SONORA, MEXICO.  ON TOP OF
 DB1658'SMALL GROUP OF HILLS ON THE UNITED STATES AND MEXICO BORDER.
 DB1658'
 DB1658'TO REACH NOT GIVEN.
 DB1658'
 DB1658'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1658'MONUMENT MARKED 198, 6.6 FT ABOVE BASE.  GROUND AT MONUMENT IS 2
 DB1658'FT LOWER THAN CONCRETE BASE.
 DB1658'
 DB1658'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1659 ***********************************************************************
 DB1659  DESIGNATION -  BOUNDARY MON 199 MX US
 DB1659  PID         -  DB1659
 DB1659  STATE/COUNTY-  AZ/YUMA
 DB1659  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1659
 DB1659                         *CURRENT SURVEY CONTROL
 DB1659  ___________________________________________________________________
 DB1659* NAD 83(1992)-  32 24 03.39553(N)    114 30 13.46405(W)     ADJUSTED  
 DB1659* NAVD 88     -        83.17   (+/-2cm)     272.9    (feet)  VERTCON   
 DB1659  ___________________________________________________________________
 DB1659  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 DB1659  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB1659
 DB1659  HORZ ORDER  -  THIRD
 DB1659  VERT ORDER  -  THIRD ? (See Below)
 DB1659
 DB1659.The horizontal coordinates were established by classical geodetic methods
 DB1659.and adjusted by the National Geodetic Survey in August 1993..
 DB1659
 DB1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1659.The vertical order pertains to the NGVD 29 superseded value.
 DB1659
 DB1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1659
 DB1659.The geoid height was determined by GEOID03.
 DB1659
 DB1659;                    North         East     Units Scale Factor Converg.
 DB1659;SPC AZ W     -   155,578.404   142,452.266   MT  0.99999531   -0 24 14.0
 DB1659;SPC AZ W     -   510,427.83    467,363.08   iFT  0.99999531   -0 24 14.0
 DB1659;UTM  11      - 3,587,620.280   734,785.150   MT  1.00027982   +1 20 17.6
 DB1659
 DB1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1659!SPC AZ W     -   0.99999234  x   0.99999531  =   0.99998765
 DB1659!UTM  11      -   0.99999234  x   1.00027982  =   1.00027216
 DB1659
 DB1659                          SUPERSEDED SURVEY CONTROL
 DB1659
 DB1659  NAD 83(1986)-  32 24 03.40367(N)    114 30 13.47959(W) AD(       ) 3
 DB1659  NGVD 29 (04/26/91)   82.49   (m)          270.6    (f) LEVELING    3  
 DB1659
 DB1659.Superseded values are not recommended for survey control.
 DB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1659.See file dsdata.txt to determine how the superseded data were derived.
 DB1659
 DB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR3478587620(NAD 83)
 DB1659_MARKER: 71 = BOUNDARY MONUMENT
 DB1659
 DB1659  HISTORY     - Date     Condition        Report By
 DB1659  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1659
 DB1659                          STATION DESCRIPTION
 DB1659
 DB1659'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1659'LOCATED 17.1 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO, ABOUT
 DB1659'0.1 MI NE. OF MEXICO HWY. 2.  ON SOUTH SIDE OF BOUNDARY FENCE
 DB1659'LINE.
 DB1659'
 DB1659'TO REACH NOT GIVEN.
 DB1659'
 DB1659'STATION MARK--CENTER OF STANDARD OBELISK IRON BOUNDARY MONUMENT
 DB1659'MARKED 199, PAINTED ALUMINUM, 6.6 FT FROM TIP TO CONCRETE BASE.
 DB1659'
 DB1659'RMS--NONE SET.
 DB1659'
 DB1659'NOTE--ON NORTHWEST CORNER OF CONCRETE BASE IS STANDARD USGS BM
 DB1659'TABLET STAMPED---30 BKC 1963 271---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1660 ***********************************************************************
 DB1660  DESIGNATION -  BOUNDARY MON 200 MX US
 DB1660  PID         -  DB1660
 DB1660  STATE/COUNTY-  AZ/YUMA
 DB1660  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1660
 DB1660                         *CURRENT SURVEY CONTROL
 DB1660  ___________________________________________________________________
 DB1660* NAD 83(1992)-  32 25 25.96701(N)    114 34 45.85670(W)     ADJUSTED  
 DB1660* NAVD 88     -        51.94   (+/-2cm)     170.4    (feet)  VERTCON   
 DB1660  ___________________________________________________________________
 DB1660  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DB1660  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB1660
 DB1660  HORZ ORDER  -  THIRD
 DB1660  VERT ORDER  -  THIRD ? (See Below)
 DB1660
 DB1660.The horizontal coordinates were established by classical geodetic methods
 DB1660.and adjusted by the National Geodetic Survey in August 1993..
 DB1660
 DB1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1660.The vertical order pertains to the NGVD 29 superseded value.
 DB1660
 DB1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1660
 DB1660.The geoid height was determined by GEOID03.
 DB1660
 DB1660;                    North         East     Units Scale Factor Converg.
 DB1660;SPC AZ W     -   158,174.573   135,353.685   MT  1.00000834   -0 26 41.0
 DB1660;SPC AZ W     -   518,945.45    444,073.77   iFT  1.00000834   -0 26 41.0
 DB1660;UTM  11      - 3,589,999.992   727,609.055   MT  1.00023889   +1 17 54.3
 DB1660
 DB1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1660!SPC AZ W     -   0.99999726  x   1.00000834  =   1.00000560
 DB1660!UTM  11      -   0.99999726  x   1.00023889  =   1.00023615
 DB1660
 DB1660                          SUPERSEDED SURVEY CONTROL
 DB1660
 DB1660  NAD 83(1986)-  32 25 25.97658(N)    114 34 45.87189(W) AD(       ) 3
 DB1660  NGVD 29 (04/26/91)   51.26   (m)          168.2    (f) LEVELING    3  
 DB1660
 DB1660.Superseded values are not recommended for survey control.
 DB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1660.See file dsdata.txt to determine how the superseded data were derived.
 DB1660
 DB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2760990000(NAD 83)
 DB1660_MARKER: 71 = BOUNDARY MONUMENT
 DB1660
 DB1660  HISTORY     - Date     Condition        Report By
 DB1660  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1660  HISTORY     - 1964     GOOD             USGS
 DB1660
 DB1660                          STATION DESCRIPTION
 DB1660
 DB1660'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1660'LOCATED 12.4 MI ESE. OF SAN LUIS, MEXICO, ABOUT 0.1 MI N. OF
 DB1660'MEXICO HWY. 2.  ON THE UNITED STATES AND MEXICO INTERNATIONAL
 DB1660'BOUNDARY.
 DB1660'
 DB1660'TO REACH NOT GIVEN.
 DB1660'
 DB1660'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1660'MONUMENT MARKED 200, 6.6 FT ABOVE BASE.
 DB1660'
 DB1660'RMS--NONE SET.
 DB1660'
 DB1660'NOTE--STANDARD USGS BM TABLET STAMPED---32 BKC 1963 168---,
 DB1660'CEMENTED IN CONCRETE BASE OF BOUNDARY MONUMENT.
 DB1660
 DB1660                          STATION RECOVERY (1964)
 DB1660
 DB1660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1660'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1661 ***********************************************************************
 DB1661  DESIGNATION -  BOUNDARY MON 201 MX US
 DB1661  PID         -  DB1661
 DB1661  STATE/COUNTY-  AZ/YUMA
 DB1661  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1661
 DB1661                         *CURRENT SURVEY CONTROL
 DB1661  ___________________________________________________________________
 DB1661* NAD 83(1992)-  32 26 35.87851(N)    114 38 37.02251(W)     ADJUSTED  
 DB1661* NAVD 88     -        49.85   (+/-2cm)     163.5    (feet)  VERTCON   
 DB1661  ___________________________________________________________________
 DB1661  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DB1661  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1661
 DB1661  HORZ ORDER  -  THIRD
 DB1661  VERT ORDER  -  THIRD ? (See Below)
 DB1661
 DB1661.The horizontal coordinates were established by classical geodetic methods
 DB1661.and adjusted by the National Geodetic Survey in August 1993..
 DB1661
 DB1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1661.The vertical order pertains to the NGVD 29 superseded value.
 DB1661
 DB1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1661
 DB1661.The geoid height was determined by GEOID03.
 DB1661
 DB1661;                    North         East     Units Scale Factor Converg.
 DB1661;SPC AZ W     -   160,376.790   129,332.229   MT  1.00002037   -0 28 45.9
 DB1661;SPC AZ W     -   526,170.57    424,318.34   iFT  1.00002037   -0 28 45.9
 DB1661;UTM  11      - 3,592,018.394   721,522.116   MT  1.00020517   +1 15 52.7
 DB1661
 DB1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1661!SPC AZ W     -   0.99999759  x   1.00002037  =   1.00001796
 DB1661!UTM  11      -   0.99999759  x   1.00020517  =   1.00020276
 DB1661
 DB1661                          SUPERSEDED SURVEY CONTROL
 DB1661
 DB1661  NAD 83(1986)-  32 26 35.89095(N)    114 38 37.03687(W) AD(       ) 3
 DB1661  NGVD 29 (04/26/91)   49.17   (m)          161.3    (f) LEVELING    3  
 DB1661
 DB1661.Superseded values are not recommended for survey control.
 DB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1661.See file dsdata.txt to determine how the superseded data were derived.
 DB1661
 DB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2152292018(NAD 83)
 DB1661_MARKER: 71 = BOUNDARY MONUMENT
 DB1661
 DB1661  HISTORY     - Date     Condition        Report By
 DB1661  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1661
 DB1661                          STATION DESCRIPTION
 DB1661
 DB1661'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1661'LOCATED ABOUT 8.5 MI SE. OF SAN LUIS, SONORA, MEXICO.  ON THE
 DB1661'UNITED STATES MEXICO BORDER.
 DB1661'
 DB1661'TO REACH NOT GIVEN.
 DB1661'
 DB1661'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1661'MONUMENT MARKED 201.
 DB1661'
 DB1661'RMS--NONE SET.
 DB1661'
 DB1661'NOTE--STANDARD USGS BM TABLET STAMPED---34 BKC 1963 162---, ON
 DB1661'NORTH SIDE OF BASE OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1662 ***********************************************************************
 DB1662  DESIGNATION -  BOUNDARY MON 202 MX US
 DB1662  PID         -  DB1662
 DB1662  STATE/COUNTY-  AZ/YUMA
 DB1662  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1662
 DB1662                         *CURRENT SURVEY CONTROL
 DB1662  ___________________________________________________________________
 DB1662* NAD 83(1992)-  32 27 27.44598(N)    114 41 27.83397(W)     ADJUSTED  
 DB1662* NAVD 88     -        50.75   (+/-2cm)     166.5    (feet)  VERTCON   
 DB1662  ___________________________________________________________________
 DB1662  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DB1662  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1662
 DB1662  HORZ ORDER  -  THIRD
 DB1662  VERT ORDER  -  THIRD ? (See Below)
 DB1662
 DB1662.The horizontal coordinates were established by classical geodetic methods
 DB1662.and adjusted by the National Geodetic Survey in August 1993..
 DB1662
 DB1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1662.The vertical order pertains to the NGVD 29 superseded value.
 DB1662
 DB1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1662
 DB1662.The geoid height was determined by GEOID03.
 DB1662
 DB1662;                    North         East     Units Scale Factor Converg.
 DB1662;SPC AZ W     -   162,003.590   124,884.512   MT  1.00002983   -0 30 18.3
 DB1662;SPC AZ W     -   531,507.84    409,726.09   iFT  1.00002983   -0 30 18.3
 DB1662;UTM  11      - 3,593,509.300   717,026.185   MT  1.00018085   +1 14 22.7
 DB1662
 DB1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1662!SPC AZ W     -   0.99999746  x   1.00002983  =   1.00002728
 DB1662!UTM  11      -   0.99999746  x   1.00018085  =   1.00017830
 DB1662
 DB1662                          SUPERSEDED SURVEY CONTROL
 DB1662
 DB1662  NAD 83(1986)-  32 27 27.46195(N)    114 41 27.84709(W) AD(       ) 3
 DB1662  NGVD 29 (04/26/91)   50.07   (m)          164.3    (f) LEVELING    3  
 DB1662
 DB1662.Superseded values are not recommended for survey control.
 DB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1662.See file dsdata.txt to determine how the superseded data were derived.
 DB1662
 DB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1702693509(NAD 83)
 DB1662_MARKER: 71 = BOUNDARY MONUMENT
 DB1662
 DB1662  HISTORY     - Date     Condition        Report By
 DB1662  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1662  HISTORY     - 1964     GOOD             USGS
 DB1662
 DB1662                          STATION DESCRIPTION
 DB1662
 DB1662'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1662'LOCATED 5.5 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO, ABOUT
 DB1662'0.1 MI N. OF MEXICO HWY. 2.  ON SOUTH SIDE OF BOUNDARY FENCE LINE.
 DB1662'
 DB1662'TO REACH NOT GIVEN.
 DB1662'
 DB1662'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1662'MONUMENT MARKED 202, PAINTED ALUMINUM, 6.6 FT ABOVE CONCRETE
 DB1662'BASE.
 DB1662'
 DB1662'RMS--NONE SET.
 DB1662'
 DB1662'NOTE--STANDARD USGS BM TABLET STAMPED---36 BKC 1963 164---,
 DB1662'CEMENTED IN NORTH BASE OF BOUNDARY MONUMENT.
 DB1662
 DB1662                          STATION RECOVERY (1964)
 DB1662
 DB1662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1662'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1663 ***********************************************************************
 DB1663  DESIGNATION -  BOUNDARY MON 203 MX US
 DB1663  PID         -  DB1663
 DB1663  STATE/COUNTY-  AZ/YUMA
 DB1663  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1663
 DB1663                         *CURRENT SURVEY CONTROL
 DB1663  ___________________________________________________________________
 DB1663* NAD 83(1992)-  32 28 18.23116(N)    114 44 16.31472(W)     ADJUSTED  
 DB1663* NAVD 88     -        46.55   (+/-2cm)     152.7    (feet)  VERTCON   
 DB1663  ___________________________________________________________________
 DB1663  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DB1663  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1663
 DB1663  HORZ ORDER  -  THIRD
 DB1663  VERT ORDER  -  THIRD ? (See Below)
 DB1663
 DB1663.The horizontal coordinates were established by classical geodetic methods
 DB1663.and adjusted by the National Geodetic Survey in August 1993..
 DB1663
 DB1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1663.The vertical order pertains to the NGVD 29 superseded value.
 DB1663
 DB1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1663
 DB1663.The geoid height was determined by GEOID03.
 DB1663
 DB1663;                    North         East     Units Scale Factor Converg.
 DB1663;SPC AZ W     -   163,607.735   120,498.826   MT  1.00003963   -0 31 49.5
 DB1663;SPC AZ W     -   536,770.78    395,337.36   iFT  1.00003963   -0 31 49.5
 DB1663;UTM  11      - 3,594,979.345   712,593.087   MT  1.00015736   +1 12 53.9
 DB1663
 DB1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1663!SPC AZ W     -   0.99999812  x   1.00003963  =   1.00003775
 DB1663!UTM  11      -   0.99999812  x   1.00015736  =   1.00015548
 DB1663
 DB1663                          SUPERSEDED SURVEY CONTROL
 DB1663
 DB1663  NAD 83(1986)-  32 28 18.25224(N)    114 44 16.32588(W) AD(       ) 3
 DB1663  NGVD 29 (04/26/91)   45.87   (m)          150.5    (f) LEVELING    3  
 DB1663
 DB1663.Superseded values are not recommended for survey control.
 DB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1663.See file dsdata.txt to determine how the superseded data were derived.
 DB1663
 DB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1259394979(NAD 83)
 DB1663_MARKER: 71 = BOUNDARY MONUMENT
 DB1663
 DB1663  HISTORY     - Date     Condition        Report By
 DB1663  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1663
 DB1663                          STATION DESCRIPTION
 DB1663
 DB1663'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1663'LOCATED 1.6 MI ESE. OF SAN LUIS, SONORA, MEXICO.  ON THE UNITED
 DB1663'STATES AND MEXICO INTERNATIONAL BOUNDARY LINE.
 DB1663'
 DB1663'TO REACH NOT GIVEN.
 DB1663'
 DB1663'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1663'MONUMENT MARKED 203, BOLTED TO CONCRETE BASE 6.6 FT HIGH.
 DB1663'
 DB1663'RMS--NONE SET.
 DB1663'
 DB1663'NOTE--STANDARD USGS BM TABLET STAMPED---38 BKC 1963 151---,
 DB1663'CEMENTED IN NORTH BASE OF BOUNDARY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1307 ***********************************************************************
 DB1307  DESIGNATION -  BOUNDARY MON 204 MX US
 DB1307  PID         -  DB1307
 DB1307  STATE/COUNTY-  AZ/YUMA
 DB1307  USGS QUAD   -  GADSDEN (1973)
 DB1307
 DB1307                         *CURRENT SURVEY CONTROL
 DB1307  ___________________________________________________________________
 DB1307* NAD 83(1992)-  32 29 03.76378(N)    114 46 47.56375(W)     ADJUSTED  
 DB1307* NAVD 88     -        43.0    (meters)     141.     (feet)  VERTCON   
 DB1307  ___________________________________________________________________
 DB1307  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DB1307  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1307
 DB1307  HORZ ORDER  -  SECOND
 DB1307
 DB1307.The horizontal coordinates were established by classical geodetic methods
 DB1307.and adjusted by the National Geodetic Survey in August 1993..
 DB1307
 DB1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1307
 DB1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1307
 DB1307.The geoid height was determined by GEOID03.
 DB1307
 DB1307;                    North         East     Units Scale Factor Converg.
 DB1307;SPC AZ W     -   165,047.676   116,562.829   MT  1.00004883   -0 33 11.4
 DB1307;SPC AZ W     -   541,495.00    382,423.98   iFT  1.00004883   -0 33 11.4
 DB1307;SPC CA 6     -   536,209.949 2,138,185.257   MT  1.00006320   +0 48 28.3
 DB1307;SPC CA 6     - 1,759,215.47  7,015,029.46   sFT  1.00006320   +0 48 28.3
 DB1307;UTM  11      - 3,596,298.852   708,614.643   MT  1.00013669   +1 11 34.0
 DB1307
 DB1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1307!SPC AZ W     -   0.99999868  x   1.00004883  =   1.00004751
 DB1307!SPC CA 6     -   0.99999868  x   1.00006320  =   1.00006188
 DB1307!UTM  11      -   0.99999868  x   1.00013669  =   1.00013537
 DB1307
 DB1307:                Primary Azimuth Mark                     Grid Az
 DB1307:SPC AZ W     -  AMERICAN                                 004 04 05.5
 DB1307:SPC CA 6     -  AMERICAN                                 002 42 25.8
 DB1307:UTM  11      -  AMERICAN                                 002 19 20.1
 DB1307
 DB1307|---------------------------------------------------------------------|
 DB1307| PID    Reference Object                     Distance      Geod. Az  |
 DB1307|                                                           dddmmss.s |
 DB1307| DB1392 AMERICAN                            APPROX.41.5 KM 0033054.1 |
 DB1307| CE9726 BOUNDARY MON 204 AZ MK                             3583119.6 |
 DB1307|---------------------------------------------------------------------|
 DB1307
 DB1307                          SUPERSEDED SURVEY CONTROL
 DB1307
 DB1307  NAD 83(1986)-  32 29 03.78886(N)    114 46 47.57351(W) AD(       ) 2
 DB1307  NAD 27      -  32 29 03.59000(N)    114 46 44.72900(W) AD(       ) 2
 DB1307  NGVD 29 (04/26/91)   42.3    (m)          139.     (f) VERT ANG       
 DB1307
 DB1307.Superseded values are not recommended for survey control.
 DB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1307.See file dsdata.txt to determine how the superseded data were derived.
 DB1307
 DB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0861596299(NAD 83)
 DB1307_MARKER: 71 = BOUNDARY MONUMENT
 DB1307
 DB1307  HISTORY     - Date     Condition        Report By
 DB1307  HISTORY     - 1894     FIRST OBSERVED   CGS
 DB1307  HISTORY     - 1920     GOOD             CGS
 DB1307  HISTORY     - 1964     GOOD             USGS
 DB1307  HISTORY     - 1972     GOOD             AZHD
 DB1307
 DB1307                          STATION DESCRIPTION
 DB1307
 DB1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1894
 DB1307'THIS IS AN OLD MONUMENT REPAIRED IN 1894 BY THE UNITED STATES
 DB1307'AND MEXICO BOUNDARY COMMISSION.  IT IS AT THE WESTERN LIMIT
 DB1307'OF THE YUMA DESERT MESA AND OVERLOOKS THE COLORADO RIVER BOTTOM.
 DB1307'THE MONUMENT IS OF CAST-IRON PLATES AND HAS A CONCRETE FOUNDATION.
 DB1307
 DB1307                          STATION RECOVERY (1920)
 DB1307
 DB1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (CLG)
 DB1307'STATION RECOVERED AS DESCRIBED.
 DB1307'
 DB1307'TO REACH THE STATION FROM YUMA TAKE THE CONCRETE HIGHWAY TO
 DB1307'SOMERTON 15 MILES TO THE S.  AT SOMERTON TURN W ON MAIN STREET
 DB1307'AND GO W 3 MILES TO POINT WHERE ROAD TURNS DIRECTLY S.  FOLLOW
 DB1307'THIS S TO A CANAL WHICH IS AT THE BASE OF THE MESA, AND FOLLOWS
 DB1307'AROUND THE W SIDE OF THE MESA AND S TO THE BOUNDARY.  THE ROAD
 DB1307'FOLLOWS THE CANAL AND CROSSES THE S END OF IT AT ITS TERMINAL
 DB1307'AT THE BOUNDARY LINE.  THE MAIN ROAD CONTINUES THROUGH THE
 DB1307'MEXICAN VILLAGE OF SAN LOUIS, AND A LEFT-HAND ROAD LEADS OFF
 DB1307'JUST S OF THE BRIDGE TO THE MONUMENT, WHICH IS 0.4 MILE
 DB1307'DISTANT ON THE MESA.
 DB1307
 DB1307                          STATION RECOVERY (1964)
 DB1307
 DB1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1307'LOCATED ON THE UNITED STATES AND MEXICO INTERNATIONAL BOUNDARY IN
 DB1307'SAN LUIS, SONORA, MEXICO.  ABOUT 600 FT E. OF U.S. CUSTOMS HOUSE.
 DB1307'
 DB1307'TO REACH NOT GIVEN.
 DB1307'
 DB1307'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1307'MONUMENT MARKED 204, 8.4 FT ABOVE CONCRETE BASE.
 DB1307'
 DB1307'RMS--NONE SET.
 DB1307'
 DB1307'NOTE--USGS BM 5 LHL 1963 IS 4 FT N. OF MONUMENT.
 DB1307
 DB1307                          STATION RECOVERY (1972)
 DB1307
 DB1307'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DB1307'GENERAL LOCATION THE BOUNDARY MONUMENT WAS RECOVERED AS
 DB1307'DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1664 ***********************************************************************
 DB1664  DESIGNATION -  BOUNDARY MON 204A MX US
 DB1664  PID         -  DB1664
 DB1664  STATE/COUNTY-  AZ/YUMA
 DB1664  USGS QUAD   -  GADSDEN (1973)
 DB1664
 DB1664                         *CURRENT SURVEY CONTROL
 DB1664  ___________________________________________________________________
 DB1664* NAD 83(1992)-  32 29 21.43172(N)    114 47 49.00244(W)     ADJUSTED  
 DB1664* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 DB1664  ___________________________________________________________________
 DB1664  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DB1664  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1664
 DB1664  HORZ ORDER  -  THIRD
 DB1664
 DB1664.The horizontal coordinates were established by classical geodetic methods
 DB1664.and adjusted by the National Geodetic Survey in August 1993..
 DB1664
 DB1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1664
 DB1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1664
 DB1664.The geoid height was determined by GEOID03.
 DB1664
 DB1664;                    North         East     Units Scale Factor Converg.
 DB1664;SPC AZ W     -   165,607.542   114,964.052   MT  1.00005268   -0 33 44.7
 DB1664;SPC AZ W     -   543,331.83    377,178.65   iFT  1.00005268   -0 33 44.7
 DB1664;UTM  11      - 3,596,809.786   706,999.418   MT  1.00012841   +1 11 01.6
 DB1664
 DB1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1664!SPC AZ W     -   1.00000094  x   1.00005268  =   1.00005362
 DB1664!UTM  11      -   1.00000094  x   1.00012841  =   1.00012935
 DB1664
 DB1664                          SUPERSEDED SURVEY CONTROL
 DB1664
 DB1664  NAD 83(1986)-  32 29 21.44584(N)    114 47 49.01260(W) AD(       ) 3
 DB1664  NGVD 29 (04/26/91)   27.9    (m)           92.     (f) VERT ANG       
 DB1664
 DB1664.Superseded values are not recommended for survey control.
 DB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1664.See file dsdata.txt to determine how the superseded data were derived.
 DB1664
 DB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0699996810(NAD 83)
 DB1664_MARKER: 71 = BOUNDARY MONUMENT
 DB1664
 DB1664  HISTORY     - Date     Condition        Report By
 DB1664  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1664
 DB1664                          STATION DESCRIPTION
 DB1664
 DB1664'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1664'LOCATED ABOUT 1 MI W. OF PORT OF ENTRY AT SAN LUIS, MEXICO.
 DB1664'
 DB1664'TO REACH NOT GIVEN.
 DB1664'
 DB1664'STATION MARK--STANDARD IRON OBELISK BOUNDARY MONUMENT MARKED
 DB1664'204A, PAINTED ALUMINUM, ON SOUTH SIDE OF THE BOUNDARY FENCE LINE.
 DB1664'
 DB1664'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0998 ***********************************************************************
 ES0998  DESIGNATION -  BOUNDARY MON 26 MARICOPA YAVAPAI
 ES0998  PID         -  ES0998
 ES0998  STATE/COUNTY-  AZ/YAVAPAI
 ES0998  USGS QUAD   -  ROVER PEAK (1967)
 ES0998
 ES0998                         *CURRENT SURVEY CONTROL
 ES0998  ___________________________________________________________________
 ES0998* NAD 83(1992)-  34 00 39.87998(N)    111 49 31.74446(W)     ADJUSTED  
 ES0998* NAVD 88     -      1568.     (meters)    5144.     (feet)  SCALED    
 ES0998  ___________________________________________________________________
 ES0998  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 ES0998  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 ES0998
 ES0998  HORZ ORDER  -  SECOND
 ES0998
 ES0998.The horizontal coordinates were established by classical geodetic methods
 ES0998.and adjusted by the National Geodetic Survey in August 1993..
 ES0998
 ES0998.The orthometric height was scaled from a topographic map.
 ES0998
 ES0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0998
 ES0998.The geoid height was determined by GEOID03.
 ES0998
 ES0998;                    North         East     Units Scale Factor Converg.
 ES0998;SPC AZ C     -   333,886.250   221,781.904   MT  0.99990087   +0 03 03.6
 ES0998;SPC AZ C     - 1,095,427.33    727,630.92   iFT  0.99990087   +0 03 03.6
 ES0998;UTM  12      - 3,763,691.406   423,777.191   MT  0.99967162   -0 27 42.3
 ES0998
 ES0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0998!SPC AZ C     -   0.99975829  x   0.99990087  =   0.99965918
 ES0998!UTM  12      -   0.99975829  x   0.99967162  =   0.99942998
 ES0998
 ES0998                          SUPERSEDED SURVEY CONTROL
 ES0998
 ES0998  NAD 83(1986)-  34 00 39.87385(N)    111 49 31.74805(W) AD(       ) 2
 ES0998  NAD 27      -  34 00 39.74200(N)    111 49 29.21500(W) AD(       ) 2
 ES0998
 ES0998.Superseded values are not recommended for survey control.
 ES0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0998.See file dsdata.txt to determine how the superseded data were derived.
 ES0998
 ES0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2377763691(NAD 83)
 ES0998_MARKER: Z = SEE DESCRIPTION
 ES0998_SETTING: 0 = UNSPECIFIED SETTING
 ES0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0998
 ES0998  HISTORY     - Date     Condition        Report By
 ES0998  HISTORY     - 1946     MONUMENTED       CGS
 ES0998
 ES0998                          STATION DESCRIPTION
 ES0998
 ES0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ES0998'THE COUNTY LINE MARKED IS A CONCRETE POST IN THE FORM OF A
 ES0998'FRUSTUM OF A PYRAMID WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 ES0998'SURROUNDING SURFACE AND HAS A 1/2 INCH IN DIAMETER PIPE
 ES0998'PROJECTING 16 INCHES ABOVE THE TOP OF THE CONCRETE POST.  IT
 ES0998'IS A THREE SIDED PYRAMID WITH BRASS PLATES IMBEDDED IN EACH
 ES0998'SIDE, THE PLATE ON THE WEST SIDE IS STAMPED COR. NO. 26 N. 82
 ES0998'25 FT W. 21322.3 FT. TO COR. NO. 25 S. 82 25 FT E. 19890.6 FT.
 ES0998'TO COR. NO. 27, THE PLATE ON THE SOUTHEAST SIDE HAS MARICOPA
 ES0998'COUNTY 1924, ON IT IN RAISED LETTERS, AND THE NORTHEAST PLATE HAS
 ES0998'YAVAPAI COUNTY 1924, ON IT IN RAISED LETTERS.  IT IS
 ES0998'LOCATED NORTH-NORTHWEST OF STATION ROVER AND IS ABOUT ON THE
 ES0998'SAME LEVEL AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2275 ***********************************************************************
 DV2275  DESIGNATION -  BOUNDARY MON 44 MARICOPA YUMA CNTY
 DV2275  PID         -  DV2275
 DV2275  STATE/COUNTY-  AZ/MARICOPA
 DV2275  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 DV2275
 DV2275                         *CURRENT SURVEY CONTROL
 DV2275  ___________________________________________________________________
 DV2275* NAD 83(1992)-  33 48 08.77359(N)    113 20 01.44643(W)     ADJUSTED  
 DV2275* NAVD 88     -      1582.8    (meters)    5193.     (feet)  VERTCON   
 DV2275  ___________________________________________________________________
 DV2275  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DV2275  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV2275
 DV2275  HORZ ORDER  -  SECOND
 DV2275
 DV2275.The horizontal coordinates were established by classical geodetic methods
 DV2275.and adjusted by the National Geodetic Survey in August 1993..
 DV2275
 DV2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2275
 DV2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2275
 DV2275.The geoid height was determined by GEOID03.
 DV2275
 DV2275;                    North         East     Units Scale Factor Converg.
 DV2275;SPC AZ C     -   311,645.045    82,150.119   MT  1.00011217   -0 47 18.5
 DV2275;SPC AZ C     - 1,022,457.50    269,521.39   iFT  1.00011217   -0 47 18.5
 DV2275;SPC AZ W     -   310,830.498   251,902.903   MT  0.99995164   +0 13 53.7
 DV2275;SPC AZ W     - 1,019,785.10    826,453.09   iFT  0.99995164   +0 13 53.7
 DV2275;UTM  12      - 3,742,699.462   283,964.032   MT  1.00017539   -1 17 55.8
 DV2275
 DV2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2275!SPC AZ C     -   0.99975631  x   1.00011217  =   0.99986845
 DV2275!SPC AZ W     -   0.99975631  x   0.99995164  =   0.99970796
 DV2275!UTM  12      -   0.99975631  x   1.00017539  =   0.99993166
 DV2275
 DV2275                          SUPERSEDED SURVEY CONTROL
 DV2275
 DV2275  NAD 83(1986)-  33 48 08.76926(N)    113 20 01.45287(W) AD(       ) 2
 DV2275  NGVD 29 (11/27/91) 1582.0    (m)         5190.     (f) VERT ANG       
 DV2275
 DV2275.Superseded values are not recommended for survey control.
 DV2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2275.See file dsdata.txt to determine how the superseded data were derived.
 DV2275
 DV2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8396442699(NAD 83)
 DV2275_MARKER: P = PIPE CAP
 DV2275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV2275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2275
 DV2275  HISTORY     - Date     Condition        Report By
 DV2275  HISTORY     - UNK      MONUMENTED
 DV2275  HISTORY     - 1985     GOOD             AZDT
 DV2275
 DV2275                          STATION DESCRIPTION
 DV2275
 DV2275'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (KS)
 DV2275'THE STATION IS LOCATED ON A RIDGE ABOUT 1 MILE SOUTHEAST OF STATION
 DV2275'HARQUAHALLA.  IT IS ABOUT 25 FEET NORTHEAST OF A TRACK ROAD.
 DV2275'
 DV2275'THE STATION MARK IS A YUMA COUNTY/MARICOPA COUNTY LINE MONUMENT.  IT
 DV2275'IS A 3-1/2 INCH BRASS CAP ON TOP OF AN IRON PIPE WHICH PROJECTS 30
 DV2275'INCHES.
 DV2275'
 DV2275'TO REACH THE MARK FROM TRIANGULATION STATION HARQUAHALLA FOLLOW TRACK
 DV2275'ROADS SOUTHEAST 1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1059 ***********************************************************************
 ET1059  DESIGNATION -  BOUNDARY MON 72 MOHAVE YAVAPAI
 ET1059  PID         -  ET1059
 ET1059  STATE/COUNTY-  AZ/MOHAVE
 ET1059  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1059
 ET1059                         *CURRENT SURVEY CONTROL
 ET1059  ___________________________________________________________________
 ET1059* NAD 83(1992)-  34 28 39.00831(N)    113 19 59.40754(W)     ADJUSTED  
 ET1059* NAVD 88     -      1004.1    (meters)    3294.     (feet)  VERTCON   
 ET1059  ___________________________________________________________________
 ET1059  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 ET1059  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 ET1059
 ET1059  HORZ ORDER  -  SECOND
 ET1059
 ET1059.The horizontal coordinates were established by classical geodetic methods
 ET1059.and adjusted by the National Geodetic Survey in August 1993..
 ET1059
 ET1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1059
 ET1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1059
 ET1059.The geoid height was determined by GEOID03.
 ET1059
 ET1059;                    North         East     Units Scale Factor Converg.
 ET1059;SPC AZ W     -   385,708.012   251,649.624   MT  0.99995140   +0 14 09.5
 ET1059;SPC AZ W     - 1,265,446.23    825,622.13   iFT  0.99995140   +0 14 09.5
 ET1059;SPC AZ C     -   386,526.928    83,241.749   MT  1.00010863   -0 48 07.1
 ET1059;SPC AZ C     - 1,268,132.97    273,102.85   iFT  1.00010863   -0 48 07.1
 ET1059;UTM  12      - 3,817,573.025   285,728.572   MT  1.00016595   -1 19 16.6
 ET1059
 ET1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1059!SPC AZ W     -   0.99984697  x   0.99995140  =   0.99979837
 ET1059!SPC AZ C     -   0.99984697  x   1.00010863  =   0.99995558
 ET1059!UTM  12      -   0.99984697  x   1.00016595  =   1.00001289
 ET1059
 ET1059                          SUPERSEDED SURVEY CONTROL
 ET1059
 ET1059  NAD 83(1986)-  34 28 39.00767(N)    113 19 59.41434(W) AD(       ) 2
 ET1059  NAD 27      -  34 28 38.94158(N)    113 19 56.68651(W) AD(       ) 2
 ET1059  NGVD 29 (07/19/86) 1003.3    (m)         3292.     (f) VERT ANG       
 ET1059
 ET1059.Superseded values are not recommended for survey control.
 ET1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1059.See file dsdata.txt to determine how the superseded data were derived.
 ET1059
 ET1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8572917573(NAD 83)
 ET1059_MARKER: V = STONE MONUMENT
 ET1059_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ET1059_SP_SET: OBJECT IMBEDDED IN GROUND
 ET1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1059
 ET1059  HISTORY     - Date     Condition        Report By
 ET1059  HISTORY     - 1907     MONUMENTED       LOCENG
 ET1059
 ET1059                          STATION DESCRIPTION
 ET1059
 ET1059'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1907 (LF)
 ET1059'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF WIKIEUP ALONG THE
 ET1059'MOHAVE YAVAPAI COUNTY LINE.
 ET1059'
 ET1059'THE MARK IS A CROSS ON TOP OF A 9 INCH BY 10 INCH STONE MONUMENT WHICH
 ET1059'IS SET IN THE GROUND AND PROJECTS ABOUT 14 INCHES.  A Y IS CHISELED ON
 ET1059'THE EAST FACE, A M IS CHISELED ON THE WEST FACE, 72 IS CHISELED ON THE
 ET1059'NORTH FACE AND BELOW THE 72 ARE CHISELED MARKINGS WHICH WERE NOT.
 ET1059'DEFINED.  THE MARK IS BELIVED TO HAVE BEEN SET IN 1907 OR 1908 BY
 ET1059'L FRIEL MOHAVE COUNTY ENGINEER AND PARK W LATIMER YAVAPAI COUNTY
 ET1059'ENGINEER.
 ET1059'
 ET1059'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTHEAST
 ET1059'ALONG US HIGHWAY 93 FOR 24.8 MILES TO MILE POST 148.8 AND THE MOHAVE
 ET1059'YAVAPAI COUNTY LINE.  THE STATION IS ON THE RIGHT ABOUT 250 FEET SOUTH
 ET1059'OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1060 ***********************************************************************
 ET1060  DESIGNATION -  BOUNDARY MON 74 MOHAVE YAVAPAI
 ET1060  PID         -  ET1060
 ET1060  STATE/COUNTY-  AZ/MOHAVE
 ET1060  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1060
 ET1060                         *CURRENT SURVEY CONTROL
 ET1060  ___________________________________________________________________
 ET1060* NAD 83(1992)-  34 26 54.74126(N)    113 19 59.46071(W)     ADJUSTED  
 ET1060* NAVD 88     -      1078.     (meters)    3537.     (feet)  VERTCON   
 ET1060  ___________________________________________________________________
 ET1060  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 ET1060  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ET1060
 ET1060  HORZ ORDER  -  SECOND
 ET1060
 ET1060.The horizontal coordinates were established by classical geodetic methods
 ET1060.and adjusted by the National Geodetic Survey in August 1993..
 ET1060
 ET1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1060
 ET1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1060
 ET1060.The geoid height was determined by GEOID03.
 ET1060
 ET1060;                    North         East     Units Scale Factor Converg.
 ET1060;SPC AZ W     -   382,495.294   251,661.493   MT  0.99995141   +0 14 08.8
 ET1060;SPC AZ W     - 1,254,905.82    825,661.07   iFT  0.99995141   +0 14 08.8
 ET1060;SPC AZ C     -   383,314.017    83,195.434   MT  1.00010878   -0 48 05.0
 ET1060;SPC AZ C     - 1,257,591.92    272,950.90   iFT  1.00010878   -0 48 05.0
 ET1060;UTM  12      - 3,814,360.480   285,653.145   MT  1.00016635   -1 19 13.1
 ET1060
 ET1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1060!SPC AZ W     -   0.99983541  x   0.99995141  =   0.99978683
 ET1060!SPC AZ C     -   0.99983541  x   1.00010878  =   0.99994417
 ET1060!UTM  12      -   0.99983541  x   1.00016635  =   1.00000173
 ET1060
 ET1060                          SUPERSEDED SURVEY CONTROL
 ET1060
 ET1060  NAD 83(1986)-  34 26 54.74040(N)    113 19 59.46740(W) AD(       ) 2
 ET1060  NAD 27      -  34 26 54.67119(N)    113 19 56.73961(W) AD(       ) 2
 ET1060  NGVD 29 (07/19/86) 1077.     (m)         3533.     (f) VERT ANG       
 ET1060
 ET1060.Superseded values are not recommended for survey control.
 ET1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1060.See file dsdata.txt to determine how the superseded data were derived.
 ET1060
 ET1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8565314360(NAD 83)
 ET1060_MARKER: V = STONE MONUMENT
 ET1060_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ET1060_SP_SET: OBJECT IMBEDDED IN GROUND
 ET1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1060
 ET1060  HISTORY     - Date     Condition        Report By
 ET1060  HISTORY     - 1907     MONUMENTED       LOCENG
 ET1060
 ET1060                          STATION DESCRIPTION
 ET1060
 ET1060'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1907 (LF)
 ET1060'THE STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF WIKIEUP ALONG THE
 ET1060'MOHAVE YAPAPAI COUNTY LINE.
 ET1060'
 ET1060'THE MARK IS A CROSS ON TOP OF A 6 INCH BY 8 INCH STONE STONE MONUMENT
 ET1060'WHICH IS SET IN THE GROUND AND PROJECTS ABOUT 18 INCHES.  IT HAS A Y
 ET1060'CHISELED ON THE EAST FACE, M IS CHISELED ON THE WEST FACE, 74 IS
 ET1060'CHISELED ON THE NORTH FACE AND 408 IS CHISELED ON TOP OF THE MONUMENT.
 ET1060'THE MARK IS BELIVED TO HAVE BEEN SET IN 1907 OR 1908 BY L FRIEL MOHAVE
 ET1060'COUNTY ENGINEER AND PARK W LATIMER YAVAPAI COUNTY ENGINEER.
 ET1060'
 ET1060'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1060'ALONG US HIGHWAY 93 FOR 26.05 MILES TO A CROSS TRAIL AND A CHAIN LINK
 ET1060'FENCE ON THE RIGHT.  PASS THROUGH GATE AND TRAVEL 0.4 MILE TO A CORRAL
 ET1060'AND WINDMILL ON THE RIGHT, CONTINUE ALONG THE MAIN TRAIL CROSSING A
 ET1060'WASH FOR 0.9 MILE TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 0.8
 ET1060'MILE TO A FLAT JUST BEFOR REACHING A BARBWIRE GATE AND END OF TRUCK
 ET1060'TRAVEL.  PACK SOUTH ABOUT 700 FEET TO A POINT JUST BEYOND THE LOW
 ET1060'RIDGE AND NEAR THE BOTTOM OF THE SLOPE.  ABOUT A 7 FOOT HI IS NEEDED
 ET1060'TO SEE STATION HAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0337 ***********************************************************************
 CF0337  DESIGNATION -  BOUNDARY MON 78 MX US
 CF0337  PID         -  CF0337
 CF0337  STATE/COUNTY-  AZ/COCHISE
 CF0337  USGS QUAD   -  SAN BERNARDINO RANCH (1985)
 CF0337
 CF0337                         *CURRENT SURVEY CONTROL
 CF0337  ___________________________________________________________________
 CF0337* NAD 83(1992)-  31 20 02.15873(N)    109 17 15.04463(W)     ADJUSTED  
 CF0337* NAVD 88     -      1166.85   (+/-2cm)    3828.2    (feet)  VERTCON   
 CF0337  ___________________________________________________________________
 CF0337  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CF0337  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CF0337
 CF0337  HORZ ORDER  -  FIRST
 CF0337  VERT ORDER  -  THIRD ? (See Below)
 CF0337
 CF0337.The horizontal coordinates were established by classical geodetic methods
 CF0337.and adjusted by the National Geodetic Survey in August 1993..
 CF0337
 CF0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0337.The vertical order pertains to the NGVD 29 superseded value.
 CF0337
 CF0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0337
 CF0337.The geoid height was determined by GEOID03.
 CF0337
 CF0337;                    North         East     Units Scale Factor Converg.
 CF0337;SPC AZ E     -    37,354.029   297,022.122   MT  0.99998630   +0 27 26.0
 CF0337;SPC AZ E     -   122,552.59    974,482.03   iFT  0.99998630   +0 27 26.0
 CF0337;UTM  12      - 3,467,877.430   662,923.200   MT  0.99992741   +0 53 26.6
 CF0337
 CF0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0337!SPC AZ E     -   0.99982106  x   0.99998630  =   0.99980736
 CF0337!UTM  12      -   0.99982106  x   0.99992741  =   0.99974848
 CF0337
 CF0337:                Primary Azimuth Mark                     Grid Az
 CF0337:SPC AZ E     -  BOUNDARY MON 78 AZ MK                    013 44 06.3
 CF0337:UTM  12      -  BOUNDARY MON 78 AZ MK                    013 18 05.7
 CF0337
 CF0337|---------------------------------------------------------------------|
 CF0337| PID    Reference Object                     Distance      Geod. Az  |
 CF0337|                                                           dddmmss.s |
 CF0337| CC6146 BOUNDARY MON 78 AZ MK                              0141132.3 |
 CF0337| CC6147 BOUNDARY MON 78 RM 1                 11.026 METERS 03718     |
 CF0337| CF0340 PERILLA                             APPROX.14.8 KM 2915032.3 |
 CF0337| CC6148 BOUNDARY MON 78 RM 2                 14.184 METERS 30544     |
 CF0337| CS7396 BOUNDARY MON 78 DECCA 4             426.110 METERS 3305540.0 |
 CF0337|---------------------------------------------------------------------|
 CF0337
 CF0337                          SUPERSEDED SURVEY CONTROL
 CF0337
 CF0337  NAD 83(1986)-  31 20 02.15938(N)    109 17 15.02623(W) AD(       ) 1
 CF0337  NAD 27      -  31 20 01.78400(N)    109 17 12.80700(W) AD(       ) 1
 CF0337  NGVD 29 (07/19/86) 1166.06   (m)         3825.6    (f) LEVELING    3  
 CF0337
 CF0337.Superseded values are not recommended for survey control.
 CF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0337.See file dsdata.txt to determine how the superseded data were derived.
 CF0337
 CF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6292367877(NAD 83)
 CF0337_MARKER: Z = SEE DESCRIPTION
 CF0337_SETTING: 0 = UNSPECIFIED SETTING
 CF0337
 CF0337  HISTORY     - Date     Condition        Report By
 CF0337  HISTORY     - 1938     MONUMENTED       CGS
 CF0337  HISTORY     - 1956     GOOD             USE
 CF0337  HISTORY     - 1957     GOOD             USGS
 CF0337  HISTORY     - 1973     GOOD             AZHD
 CF0337
 CF0337                          STATION DESCRIPTION
 CF0337
 CF0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0337'STATION IS THE CENTER OF A STANDARD BOUNDARY POST MARKING THE
 CF0337'UNITED STATES-MEXICO BOUNDARY ABOUT 15-1/2 MILES E ALONG THE
 CF0337'BOUNDARY FROM DOUGLAS, ARIZ.
 CF0337'
 CF0337'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CF0337'CONCRETE.
 CF0337'
 CF0337'TO REACH FROM DOUGLAS, GO E ON THE GERONIMO TRAIL FROM ITS
 CF0337'INTERSECTION WITH U.S. HIGHWAY 80 FOR 14 MILES TO A CATTLE GUARD
 CF0337'WHICH IS THE ENTRANCE TO THE SAN BERNARDINO RANCH.  PASSING
 CF0337'OVER CATTLE GUARD CONTINUE ON THE GERONIMO TRAIL FOR 2.5 MILES
 CF0337'TO ITS INTERSECTION WITH THE PRIVATE ROAD LEADING TO THE SAN
 CF0337'BERNARDINO RANCH BUILDINGS.  CONTINUE ON THE PRIVATE ROAD FOR
 CF0337'0.2 MILE AND THE AZIMUTH MARK IS TO THE S OF THE ROAD, ABOUT 8
 CF0337'PACES FROM THE CENTER THEREOF.  TURN RIGHT, S, AT THE AZIMUTH
 CF0337'MARK AND GO CROSS COUNTRY FOR 0.15 MILE TO BOUNDARY MONUMENT
 CF0337'NO. 78.
 CF0337'
 CF0337'THE AZIMUTH AND REFERENCE MARKS ARE STAMPED UNITED STATES-MEXICO
 CF0337'BOUNDARY MONUMENT NO. 78 - 1938.  THE STATION IS THE CENTER
 CF0337'POINT OF A CAST IRON POST ABOUT 7 FEET HIGH, BEING 0.3 METER IN
 CF0337'DIAMETER AT ITS BOTTOM WHERE IT FITS TO A LARGER BASE, ALL
 CF0337'BEING MOUNTED ON A CONCRETE FOUNDATION.  IN THIS CONCRETE
 CF0337'FOUNDATION S 45 DEG E, SET IN A DRILL HOLE,
 CF0337'IS A BRONZE DISK MARKED WITH A CENTER, A MARK OF THE
 CF0337'INTERNATIONAL BOUNDARY COMMISSION AND THE MEXICAN COMISION DE
 CF0337'LIMETES.  ON IT IS STAMPED THE ELEVATIONS 3825.63 FEET AND
 CF0337'1866.054 METERS.
 CF0337'
 CF0337'OBSERVATIONS WERE MADE FROM A STAND BUILT AROUND THE MONUMENT,
 CF0337'THE INSTRUMENT BEING SUPPORTED ON A STAND THAT FITTED AS A
 CF0337'COLLAR AROUND THE MONUMENT.
 CF0337'
 CF0337'DISTANCES TO THE REFERENCE MARKS WERE MEASURED FROM THE CENTER
 CF0337'OF THE TELESCOPE, AND VERTICAL DIRECTIONS TAKEN.  THE DISTANCE
 CF0337'SHOWN ON THE FRONT OF THE CARD IS THE COMPUTED HORIZONTAL
 CF0337'DISTANCE.
 CF0337'
 CF0337'THE BRONZE DISK (OF THE BOUNDARY COMMISSIONS) WAS COMPUTED
 CF0337'AS BEING 0.705 METERS FROM THE CENTER OF THE MONUMENT.
 CF0337'
 CF0337'THE BOUNDARY FENCE, A NEW SEVEN WIRE (BARBED) FENCE SUPPORTED
 CF0337'WITH STEEL POSTS IS 4 FEET FROM THE CENTER OF THE MONUMENT.
 CF0337
 CF0337                          STATION RECOVERY (1956)
 CF0337
 CF0337'RECOVERY NOTE BY US ENGINEERS 1956
 CF0337'STATION RECOVERED AS DESCRIBED.
 CF0337'
 CF0337'BOTH REFERENCE MARKS AND AZIMUTH MARK ALSO RECOVERED.
 CF0337
 CF0337                          STATION RECOVERY (1957)
 CF0337
 CF0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0337'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109
 CF0337'2, STATION 1006.  ALL MARKS IN GOOD CONDITION.
 CF0337'
 CF0337'STATION MARK - - TOP OF STAND AND CAST-IRON BOUNDARY MONUMENT POST
 CF0337'PROJECTING 8.1 FT ABOVE THE U.S. BOUNDARY COMMISSION TABLET WHICH
 CF0337'CONTAINS LEVEL ELEVATION
 CF0337
 CF0337                          STATION RECOVERY (1973)
 CF0337
 CF0337'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (ARD)
 CF0337'A.  GENERAL LOCATION AS DESCRIBED.
 CF0337'
 CF0337'B.  TO REACH AS PER DESCRIPTION
 CF0337'
 CF0337'C.  STATION MARK IN AND GOOD
 CF0337'
 CF0337'D.  REFERENCE MARKS IN AND GOOD
 CF0337'
 CF0337'E.  AZIMUTH MARK IN AND GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2214 ***********************************************************************
 DV2214  DESIGNATION -  BOUNDARY MON 8 MARICOPA YAVAPAI
 DV2214  PID         -  DV2214
 DV2214  STATE/COUNTY-  AZ/MARICOPA
 DV2214  USGS QUAD   -  VULTURE PEAK (1990)
 DV2214
 DV2214                         *CURRENT SURVEY CONTROL
 DV2214  ___________________________________________________________________
 DV2214* NAD 83(1992)-  33 59 59.67885(N)    112 49 40.79423(W)     ADJUSTED  
 DV2214* NAVD 88     -       793.6    (meters)    2604.     (feet)  VERTCON   
 DV2214  ___________________________________________________________________
 DV2214  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV2214  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2214
 DV2214  HORZ ORDER  -  SECOND
 DV2214
 DV2214.The horizontal coordinates were established by classical geodetic methods
 DV2214.and adjusted by the National Geodetic Survey in August 1993..
 DV2214
 DV2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2214
 DV2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2214
 DV2214.The geoid height was determined by GEOID03.
 DV2214
 DV2214;                    North         East     Units Scale Factor Converg.
 DV2214;SPC AZ C     -   333,018.366   129,173.803   MT  0.99998734   -0 30 34.7
 DV2214;SPC AZ C     - 1,092,579.94    423,798.57   iFT  0.99998734   -0 30 34.7
 DV2214;UTM  12      - 3,763,652.357   331,177.317   MT  0.99995135   -1 01 20.8
 DV2214
 DV2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2214!SPC AZ C     -   0.99988006  x   0.99998734  =   0.99986740
 DV2214!UTM  12      -   0.99988006  x   0.99995135  =   0.99983142
 DV2214
 DV2214|---------------------------------------------------------------------|
 DV2214| PID    Reference Object                     Distance      Geod. Az  |
 DV2214|                                                           dddmmss.s |
 DV2214| DV2210 CITRUS                               14.726 METERS 18007     |
 DV2214| ET0968 PACK                                APPROX. 1.0 KM 3112413.3 |
 DV2214|---------------------------------------------------------------------|
 DV2214
 DV2214                          SUPERSEDED SURVEY CONTROL
 DV2214
 DV2214  NAD 83(1986)-  33 59 59.67787(N)    112 49 40.79764(W) AD(       ) 2
 DV2214  NAD 27      -  33 59 59.57432(N)    112 49 38.15187(W) AD(       ) 2
 DV2214  NGVD 29 (07/19/86)  792.9    (m)         2601.     (f) VERT ANG       
 DV2214
 DV2214.Superseded values are not recommended for survey control.
 DV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2214.See file dsdata.txt to determine how the superseded data were derived.
 DV2214
 DV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117763652(NAD 83)
 DV2214_MARKER: DS = TRIANGULATION STATION DISK
 DV2214_SETTING: 0 = UNSPECIFIED SETTING
 DV2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2214
 DV2214  HISTORY     - Date     Condition        Report By
 DV2214  HISTORY     - 1924     MONUMENTED       LOCSUR
 DV2214
 DV2214                          STATION DESCRIPTION
 DV2214
 DV2214'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1924 (T)
 DV2214'THE STATION IS A TRIANGULAR SHAPED MONUMENT ABOUT 2 FEET HIGH A PIPE
 DV2214'SET IN TOP.  THE ATTACHED PLATE ON WEST SIDE READS COR NO 8
 DV2214'LAT. 34 00 00  WEST 27316.5 FT TO COR NO 7  EAST 5395.4 FT TO COR NO 9
 DV2214'A BRONZE PLATE ON THE NORTH SIDE READS YAVAPAI COUNTY 1924.  A BRONZE
 DV2214'PLATE ON THE SOUTH SIDE READS MARICOPA COUNTY 1924.
 DV2214'
 DV2214'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2214'WICKENBURG,  TRAVEL NORTHWEST ALONG US 93 FOR 7.2 MILES TO A ROAD ON
 DV2214'THE LEFT.  TURN LEFT PASSING OVER A CATTLE GUARD FOR 0.35 MILE TO A
 DV2214'CROSSROAD AND A GATE ON THE RIGHT.  TURN RIGHT FOR 1.9 MILES TO A
 DV2214'SECOND GATE, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FENCE CORNER
 DV2214'AND END OF TRUCK TRAVEL.  FOLLOW FENCELINE UP HILL TO THE TOP OF THE
 DV2214'RIDGE, THE STATION IS ABOUT 450 FEET SOUTH ALONG THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0348 ***********************************************************************
 CF0348  DESIGNATION -  BOUNDARY MON 84 A MX US
 CF0348  PID         -  CF0348
 CF0348  STATE/COUNTY-  AZ/COCHISE
 CF0348  USGS QUAD   -  DOUGLAS (1978)
 CF0348
 CF0348                         *CURRENT SURVEY CONTROL
 CF0348  ___________________________________________________________________
 CF0348* NAD 83(1992)-  31 20 02.36953(N)    109 32 14.69888(W)     ADJUSTED  
 CF0348* NAVD 88     -      1230.     (meters)    4035.     (feet)  SCALED    
 CF0348  ___________________________________________________________________
 CF0348  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CF0348  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0348
 CF0348  HORZ ORDER  -  FIRST
 CF0348
 CF0348.The horizontal coordinates were established by classical geodetic methods
 CF0348.and adjusted by the National Geodetic Survey in August 1993..
 CF0348
 CF0348.The orthometric height was scaled from a topographic map.
 CF0348
 CF0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0348
 CF0348.The geoid height was determined by GEOID03.
 CF0348
 CF0348;                    North         East     Units Scale Factor Converg.
 CF0348;SPC AZ E     -    37,197.718   273,240.181   MT  0.99994421   +0 19 38.1
 CF0348;SPC AZ E     -   122,039.76    896,457.29   iFT  0.99994421   +0 19 38.1
 CF0348;UTM  12      - 3,467,541.221   639,145.077   MT  0.99983881   +0 45 38.5
 CF0348
 CF0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0348!SPC AZ E     -   0.99981121  x   0.99994421  =   0.99975543
 CF0348!UTM  12      -   0.99981121  x   0.99983881  =   0.99965005
 CF0348
 CF0348|---------------------------------------------------------------------|
 CF0348| PID    Reference Object                     Distance      Geod. Az  |
 CF0348|                                                           dddmmss.s |
 CF0348| CC6150 BOUNDARY MON 84 A RM 1               13.814 METERS 00839     |
 CF0348| CF0349 DOUGLAS AIRPORT BEACON              APPROX. 2.8 KM 0642738.2 |
 CF0348| CF0339 LARGE LETTER D                      APPROX. 5.9 KM 0755922.6 |
 CF0348| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.13.9 KM 0802258.7 |
 CF0348| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX. 3.7 KM 2791623.3 |
 CF0348| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX. 5.1 KM 2865806.1 |
 CF0348| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX. 4.9 KM 2871320.2 |
 CF0348| CC6149 BOUNDARY MON 84 A AZ MK                            2941812.5 |
 CF0348| CC6151 BOUNDARY MON 84 A RM 2               15.427 METERS 29509     |
 CF0348| CF0344 DOUGLAS ARIZ EDISON ELEC STACK      APPROX. 2.2 KM 3101856.9 |
 CF0348| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.23.1 KM 3181453.0 |
 CF0348| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX. 1.8 KM 3495708.4 |
 CF0348| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX. 1.8 KM 3504937.4 |
 CF0348|---------------------------------------------------------------------|
 CF0348
 CF0348                          SUPERSEDED SURVEY CONTROL
 CF0348
 CF0348  NAD 83(1986)-  31 20 02.36649(N)    109 32 14.68181(W) AD(       ) 1
 CF0348  NAD 27      -  31 20 01.99200(N)    109 32 12.43900(W) AD(       ) 1
 CF0348
 CF0348.Superseded values are not recommended for survey control.
 CF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0348.See file dsdata.txt to determine how the superseded data were derived.
 CF0348
 CF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3914567541(NAD 83)
 CF0348_MARKER: DB = BENCH MARK DISK
 CF0348_SETTING: 0 = UNSPECIFIED SETTING
 CF0348
 CF0348  HISTORY     - Date     Condition        Report By
 CF0348  HISTORY     - 1938     MONUMENTED       IBC
 CF0348  HISTORY     - 1958     GOOD             AMS
 CF0348  HISTORY     - 1973     GOOD             AZHD
 CF0348  HISTORY     - 19981001 GOOD             USPSQD
 CF0348
 CF0348                          STATION DESCRIPTION
 CF0348
 CF0348'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FGJ)
 CF0348'LOCATED AT THE EASTERN OUTSKIRTS OF DOUGLAS, ARIZ., ON THE
 CF0348'INTERNATIONAL BOUNDARY BETWEEN UNITED STATES OF AMERICA
 CF0348'AND MEXICO, ABOUT 0.1 MILE S OF THE DOUGLAS CEMETERY, AND
 CF0348'3.6 FEET S OF THE WIRE FENCE WHICH FOLLOWS THE BOUNDARY.  THE
 CF0348'MARK IS THE PEAK, OR HIGHEST POINT OF THE PYRAMIDAL SHAPED
 CF0348'MONUMENT (WHICH RESEMBLES WASHINGTON MONUMENT IN WASHINGTON,
 CF0348'D.C.).  THE MONUMENT BEING ABOUT 7 FEET HIGH AND 0.3 METER SQUARE
 CF0348'AT THE BASE.  THE MONUMENT IS MADE OF STEEL AND IS BOLTED
 CF0348'TO A CONCRETE BASE WHICH PROJECTS SLIGHTLY FROM THE
 CF0348'GROUND.  THERE IS A BENCH MARK TABLET SET IN THIS CONCRETE
 CF0348'BASE WHICH IS 0.28 METER NE OF THE NE CORNER OF THE MONUMENT.
 CF0348'THE BENCH MARK IS STAMPED INTERNATIONAL BOUNDARY
 CF0348'COMMISSION, UNITED STATES, 4033.253 FEET.  COMISION DE
 CF0348'LIMETES, MEXICO, 1229.336 METERS.  THE MONUMENT IS
 CF0348'INSCRIBED U.S. - MEXICO MON. NO. 84 A IN THE ENGLISH
 CF0348'LANGUAGE ON THE N SIDE AND A SIMILAR INSCRIPTION IN SPANISH ON
 CF0348'THE S SIDE.
 CF0348'
 CF0348'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0348'SET IN CONCRETE.
 CF0348'
 CF0348'THE AZIMUTH MARK IS LOCATED AT THE CORNER OF A AVENUE AND
 CF0348'THIRD STREET IN DOUGLAS.  IT IS 25 FEET S OF THE CENTER LINE
 CF0348'OF THIRD STREET.  51 FEET E OF THE CENTER LINE OF A AVENUE,
 CF0348'AND 19.05 FEET SE OF THE SE END OF A CONCRETE CULVERT ABUTMENT.
 CF0348'
 CF0348'THE STATION IS REACHED FROM THE POST OFFICE IN DOUGLAS, BY
 CF0348'GOING E TO A AVENUE.  THENCE TURN RIGHT AND GO S ON A AVENUE
 CF0348'TO THE INTERSECTION OF THIRD STREET, AN AZIMUTH MARK ON THE
 CF0348'LEFT.  THENCE TURN LEFT AND GO E ON THIRD STREET FOR 0.15
 CF0348'MILE TO THE GATE ENTRANCE TO THE CEMETERY.  THENCE LEAVE
 CF0348'THIRD STREET JUST BEFORE IT ENTERS THE CEMETERY GATE.  TURN
 CF0348'RIGHT ON A TRACK ROAD WHICH FOLLOWS THE CEMETERY FENCE S AND
 CF0348'THEN E FOR 0.3 MILE TO A FORK AND A HOUSE ON THE RIGHT.
 CF0348'THENCE TAKE RIGHT FORK AROUND THE W SIDE OF THE HOUSE TO A
 CF0348'WIRE FENCE AND STATION, ABOUT 150 FEET S OF THE HOUSE.
 CF0348
 CF0348                          STATION RECOVERY (1958)
 CF0348
 CF0348'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0348'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 CF0348'
 CF0348'UNABLE TO LOCATE REFERENCE MARK 1.
 CF0348'
 CF0348'THE STATION IS LOCATED 13 FEET S OF CENTERLINE OF BORDER TRAIL
 CF0348'AND AT W TIP OF BUSH.  51 FEET SE OF DIM TRAIL NE-SW.
 CF0348
 CF0348                          STATION RECOVERY (1973)
 CF0348
 CF0348'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (GM)
 CF0348'A. GENERAL LOCATION-EASTERN OUTSKIRTS OF DOUGLAS ARIZ. ON
 CF0348'INTERNATIONAL BOUNDRY BETWEEN U.S. OF A. AND MEXICO, ABOUT
 CF0348'0.1 MI S OF DOUGLAS CEMETERY, AND 3.6 FT. S. OF BOUNDRY FENCE
 CF0348'
 CF0348'B. TO REACH-FROM POST OFFICE IN DOUGLAS AT THE CORNER OF 10TH
 CF0348'ST. AND E AVE. GO EAST ON 10TH ST. 5 BLOCKS OR 0.40 MI. TO
 CF0348'A AVE.  SOUTH ON A AVE. FOR 7 BLOCKS OR 0.47 MI. TO 3RD ST.
 CF0348'GO EAST ON 3RD ST. FOR 0.20 MI. TO END OF STREET AND ENTRANCE
 CF0348'OF CEMETERY.  TURN RIGHT AND CONTINUE FOR 0.20 MI TO END OF
 CF0348'CEMETERY FENCE.  TURN LEFT (EAST) AND FOLLOW TRACK ROAD 0.10 MI.
 CF0348'TO DYKE.  CROSS AND CONTINUE ALONG BOUNDRY FENCE FOR 0.15 MI
 CF0348'TO STATION ON THE RIGHT.
 CF0348'
 CF0348'C. STATION MARK-AS DESCRIBED
 CF0348'
 CF0348'D. REFERENCE MARKS-1 AND 2 IN AND GOOD (1 WAS NOT LOCATED IN
 CF0348'1958)
 CF0348'
 CF0348'E. AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
 CF0348
 CF0348                          STATION RECOVERY (1998)
 CF0348
 CF0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0354 ***********************************************************************
 CF0354  DESIGNATION -  BOUNDARY MON 91 MX US
 CF0354  PID         -  CF0354
 CF0354  STATE/COUNTY-  AZ/COCHISE
 CF0354  USGS QUAD   -  BISBEE SE (1958)
 CF0354
 CF0354                         *CURRENT SURVEY CONTROL
 CF0354  ___________________________________________________________________
 CF0354* NAD 83(1992)-  31 20 02.54376(N)    109 52 23.00307(W)     ADJUSTED  
 CF0354* NAVD 88     -      1481.63   (+/-2cm)    4861.0    (feet)  VERTCON   
 CF0354  ___________________________________________________________________
 CF0354  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CF0354  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0354
 CF0354  HORZ ORDER  -  SECOND
 CF0354  VERT ORDER  -  THIRD ? (See Below)
 CF0354
 CF0354.The horizontal coordinates were established by classical geodetic methods
 CF0354.and adjusted by the National Geodetic Survey in August 1993..
 CF0354
 CF0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0354.The vertical order pertains to the NGVD 29 superseded value.
 CF0354
 CF0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0354
 CF0354.The geoid height was determined by GEOID03.
 CF0354
 CF0354;                    North         East     Units Scale Factor Converg.
 CF0354;SPC AZ E     -    37,069.314   241,300.071   MT  0.99990963   +0 09 09.7
 CF0354;SPC AZ E     -   121,618.48    791,666.90   iFT  0.99990963   +0 09 09.7
 CF0354;UTM  12      - 3,467,171.249   607,211.216   MT  0.99974177   +0 35 09.9
 CF0354
 CF0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0354!SPC AZ E     -   0.99977171  x   0.99990963  =   0.99968136
 CF0354!UTM  12      -   0.99977171  x   0.99974177  =   0.99951354
 CF0354
 CF0354:                Primary Azimuth Mark                     Grid Az
 CF0354:SPC AZ E     -  MULE                                     325 52 50.1
 CF0354:UTM  12      -  MULE                                     325 26 49.9
 CF0354
 CF0354|---------------------------------------------------------------------|
 CF0354| PID    Reference Object                     Distance      Geod. Az  |
 CF0354|                                                           dddmmss.s |
 CF0354| CF0355 MULE                                APPROX.14.7 KM 3260159.8 |
 CF0354|---------------------------------------------------------------------|
 CF0354
 CF0354                          SUPERSEDED SURVEY CONTROL
 CF0354
 CF0354  NAD 83(1986)-  31 20 02.53303(N)    109 52 22.99027(W) AD(       ) 2
 CF0354  NAD 27      -  31 20 02.16800(N)    109 52 20.72700(W) AD(       ) 2
 CF0354  NGVD 29 (07/19/86) 1480.79   (m)         4858.2    (f) LEVELING    3  
 CF0354
 CF0354.Superseded values are not recommended for survey control.
 CF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0354.See file dsdata.txt to determine how the superseded data were derived.
 CF0354
 CF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0721167171(NAD 83)
 CF0354_MARKER: Z = SEE DESCRIPTION
 CF0354_SETTING: 0 = UNSPECIFIED SETTING
 CF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0354
 CF0354  HISTORY     - Date     Condition        Report By
 CF0354  HISTORY     - 1910     MONUMENTED       CGS
 CF0354  HISTORY     - 1957     GOOD             USGS
 CF0354  HISTORY     - 1958     SEE DESCRIPTION  FAS
 CF0354  HISTORY     - 1973     GOOD             AZHD
 CF0354
 CF0354                          STATION DESCRIPTION
 CF0354
 CF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CF0354'ON THE CENTER ONE OF THREE SMALL HILLS, 4-1/2 MILES DIRECTLY
 CF0354'EAST OF NACO, A TOWN ON THE EL PASO AND SOUTHWESTERN RAILROAD,
 CF0354'ONE-HALF MILE SOUTH OF THE NACO-DOUGLAS ROAD AND THREE-FOURTHS
 CF0354'MILE SOUTH OF THE RAILROAD.  THE MONUMENT IS OF IRON AND
 CF0354'RESTS ON A CONCRETE BASE.  IT WAS OCCUPIED ECCENTRICALLY,
 CF0354'THE ECCENTRIC POINT, MARKED BY A SMALL CROSS CUT IN THE
 CF0354'SOLID ROCK, BEING 3 METERS FROM THE MONUMENT, N 75 DEG 14 MIN W.
 CF0354
 CF0354                          STATION RECOVERY (1957)
 CF0354
 CF0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0354'RECOVERED AS DESCRIBED BY NGS IN 1910 IN DESCRIPTION LIST 31
 CF0354'109 3, STATION 1008.  ALL MARKS IN GOOD CONDITION.
 CF0354
 CF0354                          STATION RECOVERY (1958)
 CF0354
 CF0354'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1958
 CF0354'A U.S.-MEXICO INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK,
 CF0354'STAMPED ELEV. 1480.785 METERS, AND SET IN A CONCRETE FOUNDATION
 CF0354'SUPPORTING 6 FOOT HIGH STEEL BOUNDARY MONUMENT.  DISK IS
 CF0354'1.75 FEET FROM CENTER OF STEEL MONUMENT.  AZIMUTH FROM STEEL
 CF0354'MONUMENT TO BRONZE DISK IS APPROXIMATELY 135 DEG.  THERE WAS AN
 CF0354'OLD SIGNAL ON THE DISK WHEN WE RECOVERED THE STATION.
 CF0354
 CF0354                          STATION RECOVERY (1973)
 CF0354
 CF0354'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973
 CF0354'A. GENERAL LOCATION-4-1/2 DIRECTLY EAST OF NACO ALONG THE
 CF0354'U.S.-MEXICO BORDER FENCE.  IN THE N.E. CORNER OF SECTION 23,
 CF0354'T24S, R24E
 CF0354'
 CF0354'B. TO REACH-DRIVE EAST ALONG THE BORDER FENCE FROM NACO FOR
 CF0354'4.4 MILES TO END OF TRUCK TRAVEL.  PACK EAST TO TOP OF
 CF0354'LIMESTONE RIDGE AND THE STA.
 CF0354'
 CF0354'C. STATION MARK-A 7 IN HIGH STEEL MONUMENT 1 FT. SQUARE AT THE
 CF0354'BOTTOM ON TOP OF A 3 FT. SQUARE CONC. BASE
 CF0354'
 CF0354'D. REFERENCE MARKS-NONE
 CF0354'
 CF0354'E. AZIMUTH MARK-NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0994 ***********************************************************************
 CG0994  DESIGNATION -  BOUNDARY MON 98 MX US
 CG0994  PID         -  CG0994
 CG0994  STATE/COUNTY-  AZ/COCHISE
 CG0994  USGS QUAD   -  BOB THOMPSON PEAK (1952)
 CG0994
 CG0994                         *CURRENT SURVEY CONTROL
 CG0994  ___________________________________________________________________
 CG0994* NAD 83(1992)-  31 20 02.85068(N)    110 09 23.39376(W)     ADJUSTED  
 CG0994* NAVD 88     -      1322.     (meters)    4337.     (feet)  SCALED    
 CG0994  ___________________________________________________________________
 CG0994  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CG0994  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CG0994
 CG0994  HORZ ORDER  -  SECOND
 CG0994
 CG0994.The horizontal coordinates were established by classical geodetic methods
 CG0994.and adjusted by the National Geodetic Survey in August 1993..
 CG0994
 CG0994.The orthometric height was scaled from a topographic map.
 CG0994
 CG0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0994
 CG0994.The geoid height was determined by GEOID03.
 CG0994
 CG0994;                    North         East     Units Scale Factor Converg.
 CG0994;SPC AZ E     -    37,041.582   214,327.626   MT  0.99990001   +0 00 19.0
 CG0994;SPC AZ E     -   121,527.50    703,174.63   iFT  0.99990001   +0 00 19.0
 CG0994;UTM  12      - 3,466,939.541   580,244.991   MT  0.99967942   +0 26 19.2
 CG0994
 CG0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0994!SPC AZ E     -   0.99979687  x   0.99990001  =   0.99969690
 CG0994!UTM  12      -   0.99979687  x   0.99967942  =   0.99947636
 CG0994
 CG0994:                Primary Azimuth Mark                     Grid Az
 CG0994:SPC AZ E     -  BOUNDARY MON 98 AZ MK                    038 09 02.8
 CG0994:UTM  12      -  BOUNDARY MON 98 AZ MK                    037 43 02.6
 CG0994
 CG0994|---------------------------------------------------------------------|
 CG0994| PID    Reference Object                     Distance      Geod. Az  |
 CG0994|                                                           dddmmss.s |
 CG0994| CC7026 BOUNDARY MON 98 AZ MK                              0380921.8 |
 CG0994| CC7027 BOUNDARY MON 98 RM 1                 19.615 METERS 08036     |
 CG0994| CG0993 BOUNDARY MON 98 NW CORNER             0.984 METERS 32048     |
 CG0994| CC7028 BOUNDARY MON 98 RM 2                 17.623 METERS 34827     |
 CG0994|---------------------------------------------------------------------|
 CG0994
 CG0994                          SUPERSEDED SURVEY CONTROL
 CG0994
 CG0994  NAD 83(1986)-  31 20 02.84304(N)    110 09 23.38029(W) AD(       ) 2
 CG0994  NAD 27      -  31 20 02.47100(N)    110 09 21.10100(W) AD(       ) 2
 CG0994
 CG0994.Superseded values are not recommended for survey control.
 CG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0994.See file dsdata.txt to determine how the superseded data were derived.
 CG0994
 CG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8024566940(NAD 83)
 CG0994_MARKER: Z = SEE DESCRIPTION
 CG0994_SETTING: 0 = UNSPECIFIED SETTING
 CG0994
 CG0994  HISTORY     - Date     Condition        Report By
 CG0994  HISTORY     - 1938     MONUMENTED       CGS
 CG0994
 CG0994                          STATION DESCRIPTION
 CG0994
 CG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0994'STATION IS A CONCRETE MONUMENT 4.17 FEET SQUARE AT THE BOTTOM AND
 CG0994'SET ON A 4.64-FOOT SQUARE BASE, AND ABOUT 2 FEET SQUARE AT TOP,
 CG0994'AND IS ABOUT 12 FEET HIGH.  IT IS BUILT ON THE DESIGN OF THE
 CG0994'WASHINGTON MONUMENT.  IT IS ON THE INTERSECTION OF THE TOWNSHIP
 CG0994'AND BORDER LINES.  ABOUT 7-1/2 MILES S OF HEREFORD AND 3-1/2
 CG0994'MILES W.  ABOUT 3 MILES S AND 2 MILES W OF THE PALOMINAS SCHOOL,
 CG0994'AND ABOUT 1/2 MILE W OF SAN PEDRO RIVER.
 CG0994'
 CG0994'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0994'CONCRETE.
 CG0994'
 CG0994'TO REACH FROM HEREFORD GO W N THE HIGHWAY TOWARDS FORT HUACHUCA
 CG0994'1.4 MILES.  TURN LEFT AND GO S ON THE ROAD TO PALOMINAS 4.0
 CG0994'MILES TO THE PALOMINAS SCHOOL.  TURN RIGHT AND GO W 0.75 MILE
 CG0994'ON OILED ROAD.  TURN LEFT OFF THE OILED ROAD, GO THROUGH GATE AND
 CG0994'GO S ON A TRACK ROAD 0.5 MILE.  TURN RIGHT, THROUGH A GATE AND GO
 CG0994'W 0.25 MILE.  FOLLOW THE MAIN ROAD TO THE LEFT AND GO S 0.5 MILE
 CG0994'TO A CATTLE GUARD JUST S OF RANCH BUILDING.  PASS OVER CATTLE
 CG0994'GUARD AND CONTINUE S 1.0 MILE.  TURN LEFT THROUGH A GATE AND TURN
 CG0994'S AGAIN AND GO 0.5 MILE.  TURN RIGHT, THROUGH A GATE AND GO W 0.55
 CG0994'MILE TO A FENCE CORNER.  AZIMUTH MARK IS HERE AND IS 7 YARDS E OF
 CG0994'CORNER, 1 FOOT S OF FENCE, BETWEEN THE SECOND AND THIRD FENCE
 CG0994'POSTS FROM THE CORNER.  TURN LEFT OFF THE TRACK ROAD AND GO S
 CG0994'ACROSS COUNTRY 0.7 MILE TO THE BORDER FENCE.  TURN RIGHT AND GO
 CG0994'W ALONG THE FENCE 0.5 MILE TO THE STATION AT THE TOP OF A
 CG0994'GRAVELLY BANK.
 CG0994'
 CG0994'THE INTERNATIONAL BOUNDARY COMMISSION BENCH MARK IS IN THE NW
 CG0994'CORNER OF THE BASE ON WHICH THE MONUMENT IS SET.  SINCE IT IS
 CG0994'SO CLOSE TO THE STATION AND SO FAR BELOW, THE ANGLE TO IT IS
 CG0994'APPROXIMATE AND THE DISTANCE GIVEN IS THE DISTANCE FROM TOP TO
 CG0994'BOTTOM OF THE MONUMENT PLUS THE DISTANCE FROM THE MARK TO THE
 CG0994'CORNER.
 CG0994'
 CG0994'REFERENCE MARK NO. 1 IS E X N OF STATION, 1.99 METERS N OF
 CG0994'BOUNDARY FENCE.  IT IS INSCRIBED AS FOLLOWS--US MEXICO, MON. NO.
 CG0994'98, 1938.
 CG0994'
 CG0994'REFERENCE MARK NO. 2 IS NNW OF STATION, 16.33 METERS N OF THE
 CG0994'BOUNDARY FENCE.  IT IS INSCRIBED AS FOLLOWS--US MEXICO, MON. NO.
 CG0994'98, 1938.
 CG0994'
 CG0994'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NE OF STATION AND IS
 CG0994'INSCRIBED THE SAME AS THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2002 ***********************************************************************
 DU2002  DESIGNATION -  BOUNDARY MON M C CO 76
 DU2002  PID         -  DU2002
 DU2002  STATE/COUNTY-  AZ/GILA
 DU2002  USGS QUAD   -  INSPIRATION (1982)
 DU2002
 DU2002                         *CURRENT SURVEY CONTROL
 DU2002  ___________________________________________________________________
 DU2002* NAD 83(1992)-  33 25 03.35978(N)    110 52 33.13936(W)     ADJUSTED  
 DU2002* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 DU2002  ___________________________________________________________________
 DU2002  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DU2002  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU2002
 DU2002  HORZ ORDER  -  SECOND
 DU2002
 DU2002.The horizontal coordinates were established by classical geodetic methods
 DU2002.and adjusted by the National Geodetic Survey in August 1993..
 DU2002
 DU2002.The orthometric height was scaled from a topographic map.
 DU2002
 DU2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2002
 DU2002.The geoid height was determined by GEOID03.
 DU2002
 DU2002;                    North         East     Units Scale Factor Converg.
 DU2002;SPC AZ E     -   268,286.984   147,402.391   MT  0.99995362   -0 23 26.2
 DU2002;SPC AZ E     -   880,206.64    483,603.65   iFT  0.99995362   -0 23 26.2
 DU2002;UTM  12      - 3,697,590.552   511,540.587   MT  0.99960164   +0 04 06.1
 DU2002
 DU2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2002!SPC AZ E     -   0.99981194  x   0.99995362  =   0.99976557
 DU2002!UTM  12      -   0.99981194  x   0.99960164  =   0.99941365
 DU2002
 DU2002                          SUPERSEDED SURVEY CONTROL
 DU2002
 DU2002  NAD 83(1986)-  33 25 03.35529(N)    110 52 33.13934(W) AD(       ) 2
 DU2002  NAD 27      -  33 25 03.15600(N)    110 52 30.73300(W) AD(       ) 2
 DU2002
 DU2002.Superseded values are not recommended for survey control.
 DU2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2002.See file dsdata.txt to determine how the superseded data were derived.
 DU2002
 DU2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1154197591(NAD 83)
 DU2002_MARKER: Z = SEE DESCRIPTION
 DU2002_SETTING: 0 = UNSPECIFIED SETTING
 DU2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2002
 DU2002  HISTORY     - Date     Condition        Report By
 DU2002  HISTORY     - 1938     MONUMENTED       CGS
 DU2002  HISTORY     - 19950725 GOOD             USPSQD
 DU2002  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU2002
 DU2002                          STATION DESCRIPTION
 DU2002
 DU2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DU2002'TO REACH FROM CHIEF HOTEL IN MIAMI, GO E ON U.S. 60 AND 70, 1.3
 DU2002'MILES TO SCHOOL BUILDINGS WITH PEDESTRIAN OVERPASS IN FRONT.
 DU2002'TURN L OFF HIGHWAY JUST W OF SCHOOL, SIGN INSPIRATION COPPER
 DU2002'CO. INTERNATIONAL SMELTER AND GO 0.7 MILE.  CROSS BRIDGE AND
 DU2002'CONTINUE STRAIGHT AHEAD ON L FORK (OTHER ROAD GOES TO SMELTER)
 DU2002'0.8 MILE.  *TAKE R FORK, MAIN-TRAVELED ROAD, AND GO 0.3 MILE.
 DU2002'CONTINUE STRAIGHT AHEAD AT FORKS, SIGN MOONSHINE HILL, AND GO
 DU2002'0.4 MILE, TURN R ACROSS BLACK BRIDGE AND GO 0.5 MILE TO END OF
 DU2002'TRUCK TRAVEL, END OF STREET, AND GARAGES BUILT ACROSS END OF
 DU2002'STREET.  PACK N ABOUT 3 MINUTES TO TOP OF HILL AND STATION
 DU2002'IN BACK OF HOUSES.
 DU2002'
 DU2002'BOUNDARY MONUMENT IS A 1-INCH PIPE SET IN CONCRETE AND FOLLOWING
 DU2002'INITIALS MARKED IN CONCRETE--M.C. CO. -76.
 DU2002
 DU2002                          STATION RECOVERY (1995)
 DU2002
 DU2002'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2002'RECOVERED IN GOOD CONDITION.
 DU2002
 DU2002                          STATION RECOVERY (2006)
 DU2002
 DU2002'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2002'A PORTABLE CELLULAR SITE IS NOW LOCATED ON TOP OF THE ADJUSTED
 DU2002'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0929 ***********************************************************************
 ET0929  DESIGNATION -  BOUNDARY MON MARICOPA YAVAPAI CNTY
 ET0929  PID         -  ET0929
 ET0929  STATE/COUNTY-  AZ/MARICOPA
 ET0929  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0929
 ET0929                         *CURRENT SURVEY CONTROL
 ET0929  ___________________________________________________________________
 ET0929* NAD 83(1992)-  34 02 46.75626(N)    112 08 50.13729(W)     ADJUSTED  
 ET0929* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 ET0929  ___________________________________________________________________
 ET0929  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 ET0929  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 ET0929
 ET0929  HORZ ORDER  -  SECOND
 ET0929
 ET0929.The horizontal coordinates were established by classical geodetic methods
 ET0929.and adjusted by the National Geodetic Survey in August 1993..
 ET0929
 ET0929.The orthometric height was scaled from a topographic map.
 ET0929
 ET0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0929
 ET0929.The geoid height was determined by GEOID03.
 ET0929
 ET0929;                    North         East     Units Scale Factor Converg.
 ET0929;SPC AZ C     -   337,815.397   192,070.329   MT  0.99990559   -0 07 44.8
 ET0929;SPC AZ C     - 1,108,318.23    630,152.00   iFT  0.99990559   -0 07 44.8
 ET0929;UTM  12      - 3,767,885.592   394,107.873   MT  0.99973822   -0 38 32.5
 ET0929
 ET0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0929!SPC AZ C     -   0.99990152  x   0.99990559  =   0.99980712
 ET0929!UTM  12      -   0.99990152  x   0.99973822  =   0.99963977
 ET0929
 ET0929                          SUPERSEDED SURVEY CONTROL
 ET0929
 ET0929  NAD 83(1986)-  34 02 46.75076(N)    112 08 50.13973(W) AD(       ) 2
 ET0929  NAD 27      -  34 02 46.62600(N)    112 08 47.55910(W) AD(       ) 2
 ET0929
 ET0929.Superseded values are not recommended for survey control.
 ET0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0929.See file dsdata.txt to determine how the superseded data were derived.
 ET0929
 ET0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9410867886(NAD 83)
 ET0929_MARKER: DS = TRIANGULATION STATION DISK
 ET0929_SETTING: 0 = UNSPECIFIED SETTING
 ET0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0929
 ET0929  HISTORY     - Date     Condition        Report By
 ET0929  HISTORY     - 1959     MONUMENTED       CGS
 ET0929
 ET0929                          STATION DESCRIPTION
 ET0929
 ET0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0929'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON, GO
 ET0929'SOUTH ON STATE HIGHWAY 69 FOR 1.7 MILES TO THE END OF TRUCK
 ET0929'TRAVEL.  PACK EAST UP GRADE FROM THE HIGHWAY FOR ABOUT 10 MINUTES
 ET0929'TO THE TOP OF HILL AND STATION.
 ET0929'
 ET0929'THE YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A SMALL
 ET0929'TRIANGULAR SHAPED CONCRETE MONUMENT THAT PROJECTS 18 INCHES.
 ET0929'YAVAPAI IS STAMPED IN THE NORTH SIDE OF THE MONUMENT AND
 ET0929'MARICOPA IS STAMPED IN THE SOUTH SIDE OF THE MONUMENT.
 ET0929'TRIANGULATION STATION HI CAN BE USED AS AN AZIMUTH MARK.  (SEE
 ET0929'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0931 ***********************************************************************
 ET0931  DESIGNATION -  BOUNDARY MON MARICOPA YAVAPAI CNTY
 ET0931  PID         -  ET0931
 ET0931  STATE/COUNTY-  AZ/MARICOPA
 ET0931  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0931
 ET0931                         *CURRENT SURVEY CONTROL
 ET0931  ___________________________________________________________________
 ET0931* NAD 83(1992)-  34 02 52.20952(N)    112 09 40.57867(W)     ADJUSTED  
 ET0931* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 ET0931  ___________________________________________________________________
 ET0931  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 ET0931  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 ET0931
 ET0931  HORZ ORDER  -  SECOND
 ET0931
 ET0931.The horizontal coordinates were established by classical geodetic methods
 ET0931.and adjusted by the National Geodetic Survey in August 1993..
 ET0931
 ET0931.The orthometric height was scaled from a topographic map.
 ET0931
 ET0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0931
 ET0931.The geoid height was determined by GEOID03.
 ET0931
 ET0931;                    North         East     Units Scale Factor Converg.
 ET0931;SPC AZ C     -   337,986.410   190,777.110   MT  0.99990628   -0 08 13.0
 ET0931;SPC AZ C     - 1,108,879.30    625,909.15   iFT  0.99990628   -0 08 13.0
 ET0931;UTM  12      - 3,768,068.153   392,816.452   MT  0.99974162   -0 39 00.9
 ET0931
 ET0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0931!SPC AZ C     -   0.99989901  x   0.99990628  =   0.99980530
 ET0931!UTM  12      -   0.99989901  x   0.99974162  =   0.99964066
 ET0931
 ET0931                          SUPERSEDED SURVEY CONTROL
 ET0931
 ET0931  NAD 83(1986)-  34 02 52.20413(N)    112 09 40.58116(W) AD(       ) 2
 ET0931  NAD 27      -  34 02 52.08070(N)    112 09 38.00440(W) AD(       ) 2
 ET0931
 ET0931.Superseded values are not recommended for survey control.
 ET0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0931.See file dsdata.txt to determine how the superseded data were derived.
 ET0931
 ET0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9281668068(NAD 83)
 ET0931_MARKER: DD = SURVEY DISK
 ET0931_SETTING: 0 = UNSPECIFIED SETTING
 ET0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0931
 ET0931  HISTORY     - Date     Condition        Report By
 ET0931  HISTORY     - 1959     MONUMENTED       CGS
 ET0931
 ET0931                          STATION DESCRIPTION
 ET0931
 ET0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0931'YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A TRIANGULAR
 ET0931'SHAPED CONCRETE MONUMENT THAT PROJECTS 3 FEET.  THE WORDS
 ET0931'YAVAPAI AND MARICOPA ARE CAST IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0469 ***********************************************************************
 ER0469  DESIGNATION -  BOUNDARY MP 197 RM 3
 ER0469  PID         -  ER0469
 ER0469  STATE/COUNTY-  AZ/APACHE
 ER0469  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0469
 ER0469                         *CURRENT SURVEY CONTROL
 ER0469  ___________________________________________________________________
 ER0469* NAD 83(1992)-  34 08 57.94102(N)    109 02 55.35745(W)     ADJUSTED  
 ER0469* NAVD 88     -      2296.9    (meters)    7536.     (feet)  VERTCON   
 ER0469  ___________________________________________________________________
 ER0469  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ER0469  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 ER0469
 ER0469  HORZ ORDER  -  SECOND
 ER0469
 ER0469.The horizontal coordinates were established by classical geodetic methods
 ER0469.and adjusted by the National Geodetic Survey in August 1993..
 ER0469
 ER0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0469
 ER0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0469
 ER0469.The geoid height was determined by GEOID03.
 ER0469
 ER0469;                    North         East     Units Scale Factor Converg.
 ER0469;SPC AZ E     -   349,791.950   316,453.079   MT  1.00003097   +0 37 39.4
 ER0469;SPC AZ E     - 1,147,611.38  1,038,231.89   iFT  1.00003097   +0 37 39.4
 ER0469;SPC NM W     -   349,900.490   717,920.846   MT  1.00007146   -0 40 56.4
 ER0469;SPC NM W     - 1,147,965.19  2,355,378.64   sFT  1.00007146   -0 40 56.4
 ER0469;UTM  12      - 3,780,444.444   679,894.187   MT  0.99999893   +1 05 44.4
 ER0469
 ER0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0469!SPC AZ E     -   0.99964303  x   1.00003097  =   0.99967399
 ER0469!SPC NM W     -   0.99964303  x   1.00007146  =   0.99971447
 ER0469!UTM  12      -   0.99964303  x   0.99999893  =   0.99964196
 ER0469
 ER0469|---------------------------------------------------------------------|
 ER0469| PID    Reference Object                     Distance      Geod. Az  |
 ER0469|                                                           dddmmss.s |
 ER0469| CD1537 BOUNDARY MP 197 RM 1                               14325     |
 ER0469| CD1536 BOUNDARY MP 197 AZ NM                              1472352.2 |
 ER0469| CD1538 BOUNDARY MP 197 RM 2                               15145     |
 ER0469|---------------------------------------------------------------------|
 ER0469
 ER0469                          SUPERSEDED SURVEY CONTROL
 ER0469
 ER0469  NAD 83(1986)-  34 08 57.94006(N)    109 02 55.36294(W) AD(       ) 2
 ER0469  NAD 27      -  34 08 57.76932(N)    109 02 53.08618(W) AD(       ) 2
 ER0469  NGVD 29 (07/19/86) 2296.0    (m)         7533.     (f) VERT ANG       
 ER0469
 ER0469.Superseded values are not recommended for survey control.
 ER0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0469.See file dsdata.txt to determine how the superseded data were derived.
 ER0469
 ER0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7989480444(NAD 83)
 ER0469_MARKER: DD = SURVEY DISK
 ER0469_SETTING: 0 = UNSPECIFIED SETTING
 ER0469
 ER0469  HISTORY     - Date     Condition        Report By
 ER0469  HISTORY     - 1934     MONUMENTED       USGLO
 ER0469
 ER0469                          STATION DESCRIPTION
 ER0469
 ER0469'DESCRIBED BY US GENERAL LAND OFFICE 1934 (LCJ)
 ER0469'ABOUT 13 MILES, AIR LINE, E OF SPRINGERVILLE, ARIZONA, ABOUT
 ER0469'1 MILE S OF U.S. HIGHWAY 60, AT THE ARIZONA-NEW MEXICO BOUNDARY
 ER0469'LINE, AND ON A SMALL KNOLL OF AN OPEN RIDGE OF A BROAD MESA,
 ER0469'BEARING E AND NW.  THE G.L.O. REFERENCE MARK NO. 3, A G.L.O.
 ER0469'TABLET SET IN A CONCRETE POST, WAS USED AS THE STATION.
 ER0469'
 ER0469'REFERENCE MARK NO. 1, A STANDARD G.L.O. TABLET SET IN A CONCRETE
 ER0469'POST IS 1,104.00 FEET (SLOPE DISTANCE) FROM THE STATION
 ER0469'S 36 DEG 35 MIN E.
 ER0469'
 ER0469'REFERENCE MARK NO. 2, A STANDARD G.L.O. TABLET SET IN A CONCRETE
 ER0469'POST, IS 1,029.00 FEET (SLOPE DISTANCE) FROM THE STATION
 ER0469'S 28 DEG 15 MIN E.
 ER0469'
 ER0469'ARIZONA-NEW MEXICO BOUNDARY MILEPOST NO. 197, MARKED WITH
 ER0469'A G.L.O. TABLET SET IN A CONCRETE POST, IS 1,053.03 FEET (SLOPE
 ER0469'DISTANCE) FROM THE STATION S 32 DEG 36 MIN E.
 ER0469'
 ER0469'TO REACH THE STATION FROM SPRINGERVILLE, ARIZONA, GO E 15.4 MILES
 ER0469'ON U.S. HIGHWAY 60 TO THE STATE LINE, CONTINUE E 0.3 MILE, TURN
 ER0469'OFF THE HIGHWAY ONTO A ROAD LEADING TO THE RIGHT, GO SE ABOUT
 ER0469'0.3 MILE TO A WINDMILL S OF RANCH HOUSE, GO THROUGH THE GATE
 ER0469'JUST N OF THE WINDMILL AND FOLLOW THE OLD ROAD E AND S 1.15
 ER0469'MILES TO TOP OF MESA AND EDGE OF TIMBER, CONTINUE ABOUT 100
 ER0469'YARDS, TURN RIGHT AND GO ALONG THE OPEN TOP OF THE RIDGE 0.5
 ER0469'MILE, SWING TO THE RIGHT AND DRIVE NEARLY DUE W 0.8 MILE TO A
 ER0469'FENCE LINE, TURN RIGHT AND FOLLOW THE FENCE LINE ABOUT 0.2
 ER0469'MILE, WALK ALMOST DUE W ABOUT 0.15 MILE TO THE TOP OF A LITTLE
 ER0469'KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1101 ***********************************************************************
 FS1101  DESIGNATION -  BOUNDARY PT 1 AZ CA NV
 FS1101  PID         -  FS1101
 FS1101  STATE/COUNTY-  AZ/MOHAVE
 FS1101  USGS QUAD   -  MT MANCHESTER (1983)
 FS1101
 FS1101                         *CURRENT SURVEY CONTROL
 FS1101  ___________________________________________________________________
 FS1101* NAD 83(1992)-  35 00 06.43308(N)    114 37 58.54229(W)     ADJUSTED  
 FS1101* NAVD 88     -                                                        
 FS1101  ___________________________________________________________________
 FS1101  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FS1101  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FS1101
 FS1101  HORZ ORDER  -  THIRD
 FS1101
 FS1101.The horizontal coordinates were established by classical geodetic methods
 FS1101.and adjusted by the National Geodetic Survey in August 1993..
 FS1101
 FS1101
 FS1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1101
 FS1101.The geoid height was determined by GEOID03.
 FS1101
 FS1101;                    North         East     Units Scale Factor Converg.
 FS1101;SPC AZ W     -   444,143.452   132,765.106   MT  1.00001336   -0 30 23.3
 FS1101;SPC AZ W     - 1,457,163.56    435,581.06   iFT  1.00001336   -0 30 23.3
 FS1101;SPC CA 5     -   671,733.895 2,307,288.642   MT  0.99993167   +1 55 09.4
 FS1101;SPC CA 5     - 2,203,846.95  7,569,829.49   sFT  0.99993167   +1 55 09.4
 FS1101;SPC NV E     - 8,028,342.757   286,751.536   MT  0.99999272   +0 32 42.7
 FS1101;SPC NV E     -26,339,654.53    940,784.00   sFT  0.99999272   +0 32 42.7
 FS1101;UTM  11      - 3,875,801.590   716,015.691   MT  1.00017513   +1 21 29.8
 FS1101
 FS1101                          SUPERSEDED SURVEY CONTROL
 FS1101
 FS1101  NAD 83(1986)-  35 00 06.44114(N)    114 37 58.54268(W) AD(       ) 4
 FS1101  NAD 27      -  35 00 06.43500(N)    114 37 55.66800(W) AD(       ) 3
 FS1101
 FS1101.Superseded values are not recommended for survey control.
 FS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1101.See file dsdata.txt to determine how the superseded data were derived.
 FS1101
 FS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1601675802(NAD 83)
 FS1101
 FS1101  HISTORY     - Date     Condition        Report By
 FS1101  HISTORY     - 1893     MONUMENTED       CGS
 FS1101  HISTORY     - 1964     SEE DESCRIPTION  CGS
 FS1101
 FS1101                          STATION DESCRIPTION
 FS1101
 FS1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1101'BOUNDARY PT. NO. 1 IS AT THE INTERSECTION OF THE 35TH ASTRONOMIC
 FS1101'PARALLEL AND THE CENTERLINE OF THE CHANNEL OF THE COLORADO
 FS1101'RIVER.  THIS POINT WAS DETERMINED IN THE 1893-99 SURVEY OF THE
 FS1101'CALIFORNIA-NEVADA BOUNDARY AND IS COMMON TO THE BOUNDARIES OF
 FS1101'ARIZONA, CALIFORNIA, AND NEVADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0981 ***********************************************************************
 EU0981  DESIGNATION -  BOUNDARY PT 11 AZ CA
 EU0981  PID         -  EU0981
 EU0981  STATE/COUNTY-  AZ/LA PAZ
 EU0981  USGS QUAD   -  PARKER (1975)
 EU0981
 EU0981                         *CURRENT SURVEY CONTROL
 EU0981  ___________________________________________________________________
 EU0981* NAD 83(1992)-  34 09 34.39677(N)    114 17 55.93358(W)     ADJUSTED  
 EU0981* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 EU0981  ___________________________________________________________________
 EU0981  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EU0981  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0981
 EU0981  HORZ ORDER  -  SECOND
 EU0981
 EU0981.The horizontal coordinates were established by classical geodetic methods
 EU0981.and adjusted by the National Geodetic Survey in August 1993..
 EU0981
 EU0981.The orthometric height was scaled from a topographic map.
 EU0981
 EU0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0981
 EU0981.The geoid height was determined by GEOID03.
 EU0981
 EU0981;                    North         East     Units Scale Factor Converg.
 EU0981;SPC AZ W     -   350,498.287   162,750.811   MT  0.99996489   -0 18 29.5
 EU0981;SPC AZ W     - 1,149,928.76    533,959.35   iFT  0.99996489   -0 18 29.5
 EU0981;SPC CA 5     -   579,443.840 2,341,201.811   MT  0.99997504   +2 06 34.9
 EU0981;SPC CA 5     - 1,901,058.67  7,681,092.94   sFT  0.99997504   +2 06 34.9
 EU0981;UTM  11      - 3,783,144.563   749,010.460   MT  1.00036441   +1 31 02.9
 EU0981
 EU0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0981!SPC AZ W     -   0.99998677  x   0.99996489  =   0.99995166
 EU0981!SPC CA 5     -   0.99998677  x   0.99997504  =   0.99996181
 EU0981!UTM  11      -   0.99998677  x   1.00036441  =   1.00035117
 EU0981
 EU0981                          SUPERSEDED SURVEY CONTROL
 EU0981
 EU0981  NAD 83(1986)-  34 09 34.39757(N)    114 17 55.93916(W) AD(       ) 2
 EU0981  NAD 27      -  34 09 34.34031(N)    114 17 53.11631(W) AD(       ) 2
 EU0981
 EU0981.Superseded values are not recommended for survey control.
 EU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0981.See file dsdata.txt to determine how the superseded data were derived.
 EU0981
 EU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4901083145(NAD 83)
 EU0981_MARKER: T = CHISELED TRIANGLE
 EU0981_SETTING: 0 = UNSPECIFIED SETTING
 EU0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0981
 EU0981  HISTORY     - Date     Condition        Report By
 EU0981  HISTORY     - 1964     MONUMENTED       CGS
 EU0981
 EU0981                          STATION DESCRIPTION
 EU0981
 EU0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0981'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF PARKER, ARIZONA IN
 EU0981'THE CENTER OF THE AUTO BRIDGE OVER THE COLORADO RIVER.  THIS
 EU0981'IS POINT 11 OF THE INTERSTATE COMPACT DEFINING THE BOUNDARY
 EU0981'BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 EU0981'
 EU0981'THE STATION IS MARKED BY A CENTER PUNCH HOLE SURROUNDED BY A
 EU0981'CHISELED TRIANGLE THAT IS APPROXIMATELY 1 1/2-INCHES ON A SIDE.
 EU0981'THE MARK IS EQUAL DISTANCE FROM BOTH ENDS OF THE BRIDGE AND
 EU0981'IN THE CENTER LINE OF SPUR 95.  IT IS STAMPED POINT 11 1964
 EU0981'ON THE METAL EXPANSION BEAM OF THE BRIDGE.
 EU0981'
 EU0981'A TRAVERSE CONNECTION WAS MADE TO SPAN R.M. 1 WHICH IS SOUTHEAST
 EU0981'AND NEAR THE CENTER OF THE WALKWAY OF THE BRIDGE.  THE DISTANCE
 EU0981'BEING 8.474 METERS, 27.80 FEET.
 EU0981'
 EU0981'THE GEODETIC AZIMUTH FROM STATION SPAN R.M. 1 TO BDRY. PT.
 EU0981'NO. 11 IS 103 DEG 18 MIN 31 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0982 ***********************************************************************
 DW0982  DESIGNATION -  BOUNDARY PT 13 AZ CA
 DW0982  PID         -  DW0982
 DW0982  STATE/COUNTY-  AZ/LA PAZ
 DW0982  USGS QUAD   -  BLYTHE (1975)
 DW0982
 DW0982                         *CURRENT SURVEY CONTROL
 DW0982  ___________________________________________________________________
 DW0982* NAD 83(1992)-  33 36 17.39995(N)    114 31 51.36082(W)     ADJUSTED  
 DW0982* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DW0982  ___________________________________________________________________
 DW0982  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DW0982  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW0982
 DW0982  HORZ ORDER  -  SECOND
 DW0982
 DW0982.The horizontal coordinates were established by classical geodetic methods
 DW0982.and adjusted by the National Geodetic Survey in August 1993..
 DW0982
 DW0982.The orthometric height was scaled from a topographic map.
 DW0982
 DW0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0982
 DW0982.The geoid height was determined by GEOID03.
 DW0982
 DW0982;                    North         East     Units Scale Factor Converg.
 DW0982;SPC AZ W     -   289,109.809   140,885.215   MT  0.99999807   -0 25 56.0
 DW0982;SPC AZ W     -   948,523.00    462,221.83   iFT  0.99999807   -0 25 56.0
 DW0982;SPC CA 6     -   660,813.068 2,159,534.441   MT  0.99996528   +0 56 40.8
 DW0982;SPC CA 6     - 2,168,017.54  7,085,072.58   sFT  0.99996528   +0 56 40.8
 DW0982;UTM  11      - 3,721,075.076   729,091.015   MT  1.00024707   +1 22 01.7
 DW0982
 DW0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0982!SPC AZ W     -   0.99999057  x   0.99999807  =   0.99998864
 DW0982!SPC CA 6     -   0.99999057  x   0.99996528  =   0.99995585
 DW0982!UTM  11      -   0.99999057  x   1.00024707  =   1.00023764
 DW0982
 DW0982                          SUPERSEDED SURVEY CONTROL
 DW0982
 DW0982  NAD 83(1986)-  33 36 17.39864(N)    114 31 51.36455(W) AD(       ) 2
 DW0982  NAD 27      -  33 36 17.31038(N)    114 31 48.52488(W) AD(       ) 2
 DW0982
 DW0982.Superseded values are not recommended for survey control.
 DW0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0982.See file dsdata.txt to determine how the superseded data were derived.
 DW0982
 DW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT2909121075(NAD 83)
 DW0982_MARKER: DS = TRIANGULATION STATION DISK
 DW0982_SETTING: 0 = UNSPECIFIED SETTING
 DW0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0982
 DW0982  HISTORY     - Date     Condition        Report By
 DW0982  HISTORY     - 1964     MONUMENTED       CGS
 DW0982
 DW0982                          STATION DESCRIPTION
 DW0982
 DW0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0982'THE STATION IS AT THE MEASURED CENTER OF THE U.S. HIGHWAY 60-70
 DW0982'BRIDGE SPANNING THE COLORADO RIVER 3 MILES EAST OF BLYTHE,
 DW0982'CALIFORNI
 DW0982'
 DW0982'THE STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 DW0982'POINT NO 13 1964, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 DW0982'CONCRETE ROADBED AT THE CENTER OF THE CENTER SPAN OF THE BRIDGE.
 DW0982'
 DW0982'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EHREN,
 DW0982'THE DISTANCE BEING 4.607 METERS OR 15.11 FEET.
 DW0982'
 DW0982'THE GEODETIC AZIMUTH FROM STATION EHREN TO BDRY. PT. NO. 13
 DW0982'IS 30 DEG 54 MIN 01 SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0945 ***********************************************************************
 DW0945  DESIGNATION -  BOUNDARY PT 14 AZ CA
 DW0945  PID         -  DW0945
 DW0945  STATE/COUNTY-  AZ/LA PAZ
 DW0945  USGS QUAD   -  PALO VERDE (1975)
 DW0945
 DW0945                         *CURRENT SURVEY CONTROL
 DW0945  ___________________________________________________________________
 DW0945* NAD 83(1992)-  33 24 46.65403(N)    114 39 27.63512(W)     ADJUSTED  
 DW0945* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DW0945  ___________________________________________________________________
 DW0945  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DW0945  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DW0945
 DW0945  HORZ ORDER  -  SECOND
 DW0945
 DW0945.The horizontal coordinates were established by classical geodetic methods
 DW0945.and adjusted by the National Geodetic Survey in August 1993..
 DW0945
 DW0945.The orthometric height was scaled from a topographic map.
 DW0945
 DW0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0945
 DW0945.The geoid height was determined by GEOID03.
 DW0945
 DW0945;                    North         East     Units Scale Factor Converg.
 DW0945;SPC AZ W     -   267,924.707   128,936.311   MT  1.00002117   -0 29 59.5
 DW0945;SPC AZ W     -   879,018.07    423,019.39   iFT  1.00002117   -0 29 59.5
 DW0945;SPC CA 6     -   639,348.228 2,148,098.260   MT  0.99995509   +0 52 30.0
 DW0945;SPC CA 6     - 2,097,594.98  7,047,552.37   sFT  0.99995509   +0 52 30.0
 DW0945;UTM  11      - 3,699,521.680   717,809.160   MT  1.00018493   +1 17 25.3
 DW0945
 DW0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0945!SPC AZ W     -   0.99999300  x   1.00002117  =   1.00001417
 DW0945!SPC CA 6     -   0.99999300  x   0.99995509  =   0.99994809
 DW0945!UTM  11      -   0.99999300  x   1.00018493  =   1.00017793
 DW0945
 DW0945                          SUPERSEDED SURVEY CONTROL
 DW0945
 DW0945  NAD 83(1986)-  33 24 46.65552(N)    114 39 27.64010(W) AD(       ) 2
 DW0945  NAD 27      -  33 24 46.54852(N)    114 39 24.79576(W) AD(       ) 2
 DW0945
 DW0945.Superseded values are not recommended for survey control.
 DW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0945.See file dsdata.txt to determine how the superseded data were derived.
 DW0945
 DW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1780999522(NAD 83)
 DW0945_MARKER: N = NAIL
 DW0945_SETTING: 0 = UNSPECIFIED SETTING
 DW0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0945
 DW0945  HISTORY     - Date     Condition        Report By
 DW0945  HISTORY     - 1964     MONUMENTED       CGS
 DW0945
 DW0945                          STATION DESCRIPTION
 DW0945
 DW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0945'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 14.  IT IS
 DW0945'8 MILES SOUTH OF RIPLEY, AND AT THE DETERMINED CENTER OF THE
 DW0945'CIBOLA TOLL BRIDGE.
 DW0945'
 DW0945'THE STATION IS A PUNCH HOLE IN THE TOP OF A 60 PENNY NAIL IN
 DW0945'A WOODEN PLANK IN THE BRIDGE.
 DW0945'
 DW0945'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION CIBOLA, THE
 DW0945'DISTANCE BEING 25.649 METERS - 84.15 FEET, SOUTH.
 DW0945'
 DW0945'THE GEODETIC AZIMUTH FROM STATION CIBOLA TO BDRY. PT. NO. 14 IS
 DW0945'177 DEG 48 MIN 52 SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1304 ***********************************************************************
 DB1304  DESIGNATION -  BOUNDARY PT 16 AZ CA
 DB1304  PID         -  DB1304
 DB1304  STATE/COUNTY-  AZ/YUMA
 DB1304  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1304
 DB1304                         *CURRENT SURVEY CONTROL
 DB1304  ___________________________________________________________________
 DB1304* NAD 83(1992)-  32 52 58.96857(N)    114 27 53.02761(W)     ADJUSTED  
 DB1304* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 DB1304  ___________________________________________________________________
 DB1304  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DB1304  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB1304
 DB1304  HORZ ORDER  -  SECOND
 DB1304
 DB1304.The horizontal coordinates were established by classical geodetic methods
 DB1304.and adjusted by the National Geodetic Survey in August 1993..
 DB1304
 DB1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1304
 DB1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1304
 DB1304.The geoid height was determined by GEOID03.
 DB1304
 DB1304;                    North         East     Units Scale Factor Converg.
 DB1304;SPC AZ W     -   209,015.771   146,481.951   MT  0.99998846   -0 23 17.0
 DB1304;SPC AZ W     -   685,747.28    480,583.83   iFT  0.99998846   -0 23 17.0
 DB1304;SPC CA 6     -   580,878.613 2,167,048.314   MT  0.99998491   +0 58 51.7
 DB1304;SPC CA 6     - 1,905,765.92  7,109,724.34   sFT  0.99998491   +0 58 51.7
 DB1304;UTM  11      - 3,641,171.723   737,178.353   MT  1.00029368   +1 22 37.6
 DB1304
 DB1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1304!SPC AZ W     -   0.99999651  x   0.99998846  =   0.99998497
 DB1304!SPC CA 6     -   0.99999651  x   0.99998491  =   0.99998142
 DB1304!UTM  11      -   0.99999651  x   1.00029368  =   1.00029019
 DB1304
 DB1304                          SUPERSEDED SURVEY CONTROL
 DB1304
 DB1304  NAD 83(1986)-  32 52 58.97336(N)    114 27 53.03283(W) AD(       ) 2
 DB1304  NAD 27      -  32 52 58.82283(N)    114 27 50.24197(W) AD(       ) 2
 DB1304  NGVD 29 (07/19/86)   55.0    (m)          180.     (f) VERT ANG       
 DB1304
 DB1304.Superseded values are not recommended for survey control.
 DB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1304.See file dsdata.txt to determine how the superseded data were derived.
 DB1304
 DB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3717841172(NAD 83)
 DB1304_MARKER: DS = TRIANGULATION STATION DISK
 DB1304_SETTING: 0 = UNSPECIFIED SETTING
 DB1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1304
 DB1304  HISTORY     - Date     Condition        Report By
 DB1304  HISTORY     - 1964     MONUMENTED       CGS
 DB1304
 DB1304                          STATION DESCRIPTION
 DB1304
 DB1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1304'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 16.  IT IS
 DB1304'ABOUT 14-1/2 MILES NORTHEAST OF YUMA, 4-1/2 MILES NORTH OF
 DB1304'MITTRY LAKE, 2 MILES NORTHWEST OF THE YUMA PROVING GROUNDS
 DB1304'HEADQUARTERS AND AT THE DETERMINED CENTER OF THE CREST OF THE
 DB1304'CONCRETE WEIR OF IMPERIAL DAM.
 DB1304'
 DB1304'THE CENTER OF THE WEIR WAS DETERMINED WITH A 300 FOOT STEEL
 DB1304'TAPE.
 DB1304'
 DB1304'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT
 DB1304'NO 16 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER OF
 DB1304'THE CREST OF THE CONCRETE WIER OF IMPERIAL DAM.
 DB1304'
 DB1304'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DB1304'IMPERIAL, THE DISTANCE BEING 227.998 METERS, EAST-NORTHEAST.
 DB1304'
 DB1304'THE TRAVERSE CONNECTION WAS MADE WITH AN ELECTROTAPE.
 DB1304'
 DB1304'THE GEODETIC AZIMUTH FROM STATION IMPERIAL TO BDRY. PT. NO. 16
 DB1304'IS 95 DEG 12 MIN 47.0 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1282 ***********************************************************************
 DB1282  DESIGNATION -  BOUNDARY PT 17 AZ CA
 DB1282  PID         -  DB1282
 DB1282  STATE/COUNTY-  AZ/YUMA
 DB1282  USGS QUAD   -  LAGUNA DAM (1979)
 DB1282
 DB1282                         *CURRENT SURVEY CONTROL
 DB1282  ___________________________________________________________________
 DB1282* NAD 83(1992)-  32 50 40.02933(N)    114 28 09.03548(W)     ADJUSTED  
 DB1282* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 DB1282  ___________________________________________________________________
 DB1282  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DB1282  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DB1282
 DB1282  HORZ ORDER  -  SECOND
 DB1282
 DB1282.The horizontal coordinates were established by classical geodetic methods
 DB1282.and adjusted by the National Geodetic Survey in August 1993..
 DB1282
 DB1282.The orthometric height was scaled from a topographic map.
 DB1282
 DB1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1282
 DB1282.The geoid height was determined by GEOID03.
 DB1282
 DB1282;                    North         East     Units Scale Factor Converg.
 DB1282;SPC AZ W     -   204,738.565   146,036.712   MT  0.99998920   -0 23 24.2
 DB1282;SPC AZ W     -   671,714.45    479,123.07   iFT  0.99998920   -0 23 24.2
 DB1282;SPC CA 6     -   576,591.996 2,166,705.382   MT  0.99999039   +0 58 42.9
 DB1282;SPC CA 6     - 1,891,702.24  7,108,599.24   sFT  0.99999039   +0 58 42.9
 DB1282;UTM  11      - 3,636,881.533   736,864.912   MT  1.00029185   +1 22 23.7
 DB1282
 DB1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1282!SPC AZ W     -   0.99999762  x   0.99998920  =   0.99998682
 DB1282!SPC CA 6     -   0.99999762  x   0.99999039  =   0.99998801
 DB1282!UTM  11      -   0.99999762  x   1.00029185  =   1.00028946
 DB1282
 DB1282                          SUPERSEDED SURVEY CONTROL
 DB1282
 DB1282  NAD 83(1986)-  32 50 40.03439(N)    114 28 09.04153(W) AD(       ) 2
 DB1282  NAD 27      -  32 50 39.87937(N)    114 28 06.22867(W) AD(       ) 2
 DB1282
 DB1282.Superseded values are not recommended for survey control.
 DB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1282.See file dsdata.txt to determine how the superseded data were derived.
 DB1282
 DB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3686536882(NAD 83)
 DB1282_MARKER: Z = SEE DESCRIPTION
 DB1282_SETTING: 0 = UNSPECIFIED SETTING
 DB1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1282
 DB1282  HISTORY     - Date     Condition        Report By
 DB1282  HISTORY     - 1964     MONUMENTED       CGS
 DB1282
 DB1282                          STATION DESCRIPTION
 DB1282
 DB1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1282'BOUNDARY PT. NO. 17 LIES AT THE INTERSECTION OF THE TWO LINES
 DB1282'AS FOLLOWS--
 DB1282'
 DB1282'(1) A LINE THROUGH BOUNDARY PT. NO. 16 AND NORMAL TO THE
 DB1282'LONGITUDINAL AXIS OF IMPERIAL DAM.
 DB1282'
 DB1282'(2) A LINE EXTENDING NORTHEASTERLY FROM THE CENTER OF THE
 DB1282'OVERFLOW SECTION OF LAGUNA DAM (BOUNDARY PT. NO. 18) AND NORMAL
 DB1282'TO THE LONGITUDINAL AXIS OF THE SAID LAGUNA DAM.
 DB1282'
 DB1282'BDRY. PT. NO. 17 IS 42.682 METERS OR 140.03 FEET
 DB1282'N 02 DEG 42 MIN E FROM TRIANGULATION STATION MITTRY.
 DB1282'
 DB1282'THIS BOUNDARY POINT WAS NOT MARKED IN THE 1964 C AND GS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1285 ***********************************************************************
 DB1285  DESIGNATION -  BOUNDARY PT 18 AZ CA
 DB1285  PID         -  DB1285
 DB1285  STATE/COUNTY-  AZ/YUMA
 DB1285  USGS QUAD   -  LAGUNA DAM (1979)
 DB1285
 DB1285                         *CURRENT SURVEY CONTROL
 DB1285  ___________________________________________________________________
 DB1285* NAD 83(1992)-  32 49 24.29646(N)    114 29 38.81982(W)     ADJUSTED  
 DB1285* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 DB1285  ___________________________________________________________________
 DB1285  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DB1285  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DB1285
 DB1285  HORZ ORDER  -  SECOND
 DB1285
 DB1285.The horizontal coordinates were established by classical geodetic methods
 DB1285.and adjusted by the National Geodetic Survey in August 1993..
 DB1285
 DB1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1285
 DB1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1285
 DB1285.The geoid height was determined by GEOID03.
 DB1285
 DB1285;                    North         East     Units Scale Factor Converg.
 DB1285;SPC AZ W     -   202,421.784   143,685.547   MT  0.99999317   -0 24 12.1
 DB1285;SPC AZ W     -   664,113.46    471,409.27   iFT  0.99999317   -0 24 12.1
 DB1285;SPC CA 6     -   574,219.725 2,164,410.214   MT  0.99999357   +0 57 53.6
 DB1285;SPC CA 6     - 1,883,919.21  7,101,069.18   sFT  0.99999357   +0 57 53.6
 DB1285;UTM  11      - 3,634,492.821   734,585.459   MT  1.00027860   +1 21 32.2
 DB1285
 DB1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1285!SPC AZ W     -   0.99999797  x   0.99999317  =   0.99999114
 DB1285!SPC CA 6     -   0.99999797  x   0.99999357  =   0.99999154
 DB1285!UTM  11      -   0.99999797  x   1.00027860  =   1.00027657
 DB1285
 DB1285:                Primary Azimuth Mark                     Grid Az
 DB1285:SPC AZ W     -  BOUNDARY PT B LAGUNA DAM                 135 25 21.8
 DB1285:SPC CA 6     -  BOUNDARY PT B LAGUNA DAM                 134 03 16.1
 DB1285:UTM  11      -  BOUNDARY PT B LAGUNA DAM                 133 39 37.5
 DB1285
 DB1285|---------------------------------------------------------------------|
 DB1285| PID    Reference Object                     Distance      Geod. Az  |
 DB1285|                                                           dddmmss.s |
 DB1285| DB1288 BOUNDARY PT B LAGUNA DAM            APPROX. 0.7 KM 1350109.7 |
 DB1285| DB1281 LAGUNA                               60.675 METERS 14213     |
 DB1285|---------------------------------------------------------------------|
 DB1285
 DB1285                          SUPERSEDED SURVEY CONTROL
 DB1285
 DB1285  NAD 83(1986)-  32 49 24.30268(N)    114 29 38.82624(W) AD(       ) 2
 DB1285  NAD 27      -  32 49 24.14592(N)    114 29 36.00955(W) AD(       ) 2
 DB1285  NGVD 29 (07/19/86)   45.8    (m)          150.     (f) VERT ANG       
 DB1285
 DB1285.Superseded values are not recommended for survey control.
 DB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1285.See file dsdata.txt to determine how the superseded data were derived.
 DB1285
 DB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3458534493(NAD 83)
 DB1285_MARKER: DS = TRIANGULATION STATION DISK
 DB1285_SETTING: 0 = UNSPECIFIED SETTING
 DB1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1285
 DB1285  HISTORY     - Date     Condition        Report By
 DB1285  HISTORY     - 1964     MONUMENTED       CGS
 DB1285
 DB1285                          STATION DESCRIPTION
 DB1285
 DB1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1285'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 18.  IT IS
 DB1285'ABOUT 11 MILES NORTHEAST OF YUMA AND 5 MILES SOUTHWEST OF THE
 DB1285'YUMA PROVING GROUNDS HEADQUARTERS.
 DB1285'
 DB1285'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT NO
 DB1285'18 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER OF
 DB1285'THE CREST OF THE CONCRETE WIER OF LAGUNA DAM.
 DB1285'
 DB1285'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAGUNA,
 DB1285'THE DISTANCE BEING 60.674 METERS, EAST-SOUTHEAST.
 DB1285'
 DB1285'THE CENTER OF THE WIER WAS DETERMINED BY ELECTROTAPE.
 DB1285'
 DB1285'THE GEODETIC AZIMUTH FROM STATION LAGUNA TO BDRY. PT. NO. 18
 DB1285'IS 142 DEG 12 MIN 45.5 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1313 ***********************************************************************
 DB1313  DESIGNATION -  BOUNDARY PT 21 AZ CA
 DB1313  PID         -  DB1313
 DB1313  STATE/COUNTY-  AZ/YUMA
 DB1313  USGS QUAD   -  BARD (1979)
 DB1313
 DB1313                         *CURRENT SURVEY CONTROL
 DB1313  ___________________________________________________________________
 DB1313* NAD 83(1992)-  32 45 25.50254(N)    114 32 20.36821(W)     ADJUSTED  
 DB1313* NAVD 88     -        42.3    (meters)     139.     (feet)  VERTCON   
 DB1313  ___________________________________________________________________
 DB1313  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DB1313  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB1313
 DB1313  HORZ ORDER  -  THIRD
 DB1313
 DB1313.The horizontal coordinates were established by classical geodetic methods
 DB1313.and adjusted by the National Geodetic Survey in August 1993..
 DB1313
 DB1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1313
 DB1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1313
 DB1313.The geoid height was determined by GEOID03.
 DB1313
 DB1313;                    North         East     Units Scale Factor Converg.
 DB1313;SPC AZ W     -   195,096.230   139,428.804   MT  1.00000071   -0 25 36.9
 DB1313;SPC AZ W     -   640,079.49    457,443.58   iFT  1.00000071   -0 25 36.9
 DB1313;SPC CA 6     -   566,794.639 2,160,329.527   MT  1.00000447   +0 56 24.8
 DB1313;SPC CA 6     - 1,859,558.74  7,087,681.12   sFT  1.00000447   +0 56 24.8
 DB1313;UTM  11      - 3,627,037.922   730,554.717   MT  1.00025549   +1 19 55.9
 DB1313
 DB1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1313!SPC AZ W     -   0.99999865  x   1.00000071  =   0.99999936
 DB1313!SPC CA 6     -   0.99999865  x   1.00000447  =   1.00000312
 DB1313!UTM  11      -   0.99999865  x   1.00025549  =   1.00025414
 DB1313
 DB1313|---------------------------------------------------------------------|
 DB1313| PID    Reference Object                     Distance      Geod. Az  |
 DB1313|                                                           dddmmss.s |
 DB1313| CE9728 BOUNDARY PT 21 RM 1                  20.498 METERS 02055     |
 DB1313| CE9729 BOUNDARY PT 21 RM 2                  20.933 METERS 15933     |
 DB1313| DB1341 BOUNDARY PT 22 AZ CA                APPROX. 0.8 KM 1800044.3 |
 DB1313|---------------------------------------------------------------------|
 DB1313
 DB1313                          SUPERSEDED SURVEY CONTROL
 DB1313
 DB1313  NAD 83(1986)-  32 45 25.51139(N)    114 32 20.37351(W) AD(       ) 3
 DB1313  NAD 27      -  32 45 25.34781(N)    114 32 17.55283(W) AD(       ) 3
 DB1313  NGVD 29 (07/19/86)   41.6    (m)          136.     (f) VERT ANG       
 DB1313
 DB1313.Superseded values are not recommended for survey control.
 DB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1313.See file dsdata.txt to determine how the superseded data were derived.
 DB1313
 DB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3055527038(NAD 83)
 DB1313_MARKER: DD = SURVEY DISK
 DB1313_SETTING: 0 = UNSPECIFIED SETTING
 DB1313
 DB1313  HISTORY     - Date     Condition        Report By
 DB1313  HISTORY     - 1964     MONUMENTED       BLM
 DB1313
 DB1313                          STATION DESCRIPTION
 DB1313
 DB1313'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1313'THE STATION IS LOCATED 4-3/4 MILES NORTHEAST OF YUMA, 2-1/2
 DB1313'MILES SOUTH-SOUTHEAST OF BARD, AND 0.65 MILE WEST OF THE
 DB1313'CENTER OF THE COLORADO RIVER.  IT IS IN THE EDGE OF A FIELD
 DB1313'ROAD BETWEEN A CULTIVATED FIELD AND THE WEST BANK OF AN
 DB1313'IRRIGATION CANAL.
 DB1313'
 DB1313'TO REACH THE STATION FROM THE POST OFFICE IN BARD, GO NORTH
 DB1313'AND EAST ON PAVED ROAD FOR 1.0 MILE TO A CURVE TO THE LEFT
 DB1313'WITH GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT EAST ON
 DB1313'GRAVELED ROAD 0.8 MILE TO LEVEE EMBANKMENT.  TURN LEFT AND GO
 DB1313'NORTH 0.1 MILE TO ROAD ON RIGHT UP TO TOP OF LEVEE.  TURN
 DB1313'RIGHT UP ON TO LEVEE THEN SHARP RIGHT AND GO SOUTH ALONG THE
 DB1313'TOP 1.8 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHWEST
 DB1313'AND WEST 0.8 MILE TO SIDE ROAD ON LEFT.  TURN LEFT OFF LEVEE
 DB1313'AND GO SOUTH 0.8 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 DB1313'AND GO EAST 0.1 MILE TO A CORNER AND THE STATION ON RIGHT
 DB1313'JUST AFTER TURNING SOUTH.
 DB1313'
 DB1313'THE STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 DB1313'SURVEY DISK STAMPED CAL ARIZ PT NO 21 64 RIVETED TO THE TOP
 DB1313'OF A 2-INCH IRON PIPE SET IN A MASS OF CONCRETE.  IT IS ABOUT
 DB1313'2 INCHES BELOW THE SURFACE OF THE FIELD ROAD AND IS 33.4
 DB1313'FEET WEST OF THE TOP OF THE WEST BANK OF THE IRRIGATION CANAL
 DB1313'AND 6.2 FEET EAST OF AN UNPAINTED, WOODEN 4X4 WITNESS POST.
 DB1313'
 DB1313'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAL
 DB1313'ARIZ PT NO 21 NO 1 BLM 1964 CEMENTED IN THE TOP OF A 12-INCH
 DB1313'CYLINDRICAL CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 DB1313'GROUND.  IT IS 9 FEET WEST OF THE TOP OF THE WEST BANK OF THE
 DB1313'IRRIGATION CANAL AND 1.4 FEET SOUTHEAST OF A METAL WITNESS
 DB1313'POST WITH SIGN.  IT IS ABOUT 2 FEET HIGHER THAN STATION
 DB1313'ELEVATION.
 DB1313'
 DB1313'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAL ARIZ
 DB1313'PT NO 21 NO 2 BLM 1964 CEMENTED IN THE TOP OF A 14-INCH
 DB1313'CONCRETE CYLINDRICAL MONUMENT PROJECTING 3 INCHES ABOVE
 DB1313'GROUND.  IT IS 10 FEET WEST OF THE TOP OF THE WEST BANK
 DB1313'OF THE IRRIGATION CANAL, 1.7 FEET NORTH OF A METAL WITNESS
 DB1313'POST WITH SIGN, AND 18 INCHES HIGHER THAN STATION ELEVATION.
 DB1313'
 DB1313'R.M. NO. 1 TO R.M. NO. 2 IS 127.19 FEET (38.768 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1341 ***********************************************************************
 DB1341  DESIGNATION -  BOUNDARY PT 22 AZ CA
 DB1341  PID         -  DB1341
 DB1341  STATE/COUNTY-  AZ/YUMA
 DB1341  USGS QUAD   -  YUMA EAST (1994)
 DB1341
 DB1341                         *CURRENT SURVEY CONTROL
 DB1341  ___________________________________________________________________
 DB1341* NAD 83(1992)-  32 44 59.51756(N)    114 32 20.37482(W)     ADJUSTED  
 DB1341* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 DB1341  ___________________________________________________________________
 DB1341  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DB1341  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB1341
 DB1341  HORZ ORDER  -  THIRD
 DB1341
 DB1341.The horizontal coordinates were established by classical geodetic methods
 DB1341.and adjusted by the National Geodetic Survey in August 1993..
 DB1341
 DB1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1341
 DB1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1341
 DB1341.The geoid height was determined by GEOID03.
 DB1341
 DB1341;                    North         East     Units Scale Factor Converg.
 DB1341;SPC AZ W     -   194,295.771   139,422.668   MT  1.00000072   -0 25 36.6
 DB1341;SPC AZ W     -   637,453.32    457,423.45   iFT  1.00000072   -0 25 36.6
 DB1341;SPC CA 6     -   565,994.258 2,160,342.491   MT  1.00000574   +0 56 24.8
 DB1341;SPC CA 6     - 1,856,932.83  7,087,723.66   sFT  1.00000574   +0 56 24.8
 DB1341;UTM  11      - 3,626,237.448   730,573.158   MT  1.00025559   +1 19 54.9
 DB1341
 DB1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1341!SPC AZ W     -   0.99999847  x   1.00000072  =   0.99999919
 DB1341!SPC CA 6     -   0.99999847  x   1.00000574  =   1.00000421
 DB1341!UTM  11      -   0.99999847  x   1.00025559  =   1.00025406
 DB1341
 DB1341:                Primary Azimuth Mark                     Grid Az
 DB1341:SPC AZ W     -  BOUNDARY PT 21 AZ CA                     000 26 20.9
 DB1341:SPC CA 6     -  BOUNDARY PT 21 AZ CA                     359 04 19.5
 DB1341:UTM  11      -  BOUNDARY PT 21 AZ CA                     358 40 49.4
 DB1341
 DB1341|---------------------------------------------------------------------|
 DB1341| PID    Reference Object                     Distance      Geod. Az  |
 DB1341|                                                           dddmmss.s |
 DB1341| DB1313 BOUNDARY PT 21 AZ CA                APPROX. 0.8 KM 0000044.3 |
 DB1341| CE9730 BOUNDARY PT 22 RM 1                   9.891 METERS 00027     |
 DB1341| CE9731 BOUNDARY PT 22 RM 2                   8.977 METERS 09303     |
 DB1341|---------------------------------------------------------------------|
 DB1341
 DB1341                          SUPERSEDED SURVEY CONTROL
 DB1341
 DB1341  NAD 83(1986)-  32 44 59.52679(N)    114 32 20.38010(W) AD(       ) 3
 DB1341  NAD 27      -  32 44 59.36240(N)    114 32 17.55954(W) AD(       ) 3
 DB1341  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG       
 DB1341
 DB1341.Superseded values are not recommended for survey control.
 DB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1341.See file dsdata.txt to determine how the superseded data were derived.
 DB1341
 DB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3057326237(NAD 83)
 DB1341_MARKER: P = PIPE CAP
 DB1341_SETTING: 0 = UNSPECIFIED SETTING
 DB1341
 DB1341  HISTORY     - Date     Condition        Report By
 DB1341  HISTORY     - 1964     MONUMENTED       BLM
 DB1341
 DB1341                          STATION DESCRIPTION
 DB1341
 DB1341'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1341'THE STATION IS LOCATED IN A VERY SANDY AREA 6.0 MILES SOUTHWEST
 DB1341'OF LAGUNA DAM, 4-1/2 MILES NORTHEAST OF YUMA, 3.0 MILES
 DB1341'SOUTH OF BARD AND 1.0 MILE WEST OF THE COLORADO RIVER.
 DB1341'
 DB1341'TO REACH THE STATION FROM IMPERIAL DAM, DRIVE SOUTHERLY ON
 DB1341'A PAVED ROAD FOR 4.85 MILES TO LAGUNA DAM.  CONTINUE SOUTH
 DB1341'ON A PAVED ROAD FOR 1.15 MILES TO A FORK.  TAKE THE LEFT
 DB1341'FORK, STRAIGHT AHEAD, AND DRIVE SOUTHERLY ON A LEVEE ROAD
 DB1341'FOR 3.65 MILES TO A FORK.  TAKE THE RIGHT FORK AND DRIVE
 DB1341'SOUTHWEST AND WEST ON A LEVEE ROAD FOR 0.85 MILE TO A SIDE
 DB1341'ROAD LEFT.  TURN LEFT, LEAVING THE LEVEE ROAD, AND DRIVE
 DB1341'SOUTH ON A FIELD ROAD FOR 0.75 MILE TO ROAD TURNING LEFT.
 DB1341'TURN LEFT AND FOLLOW THE FIELD ROAD EAST FOR 0.05 MILE TO
 DB1341'ROAD TURNING SOUTH.  TURN RIGHT AND FOLLOW THE ROAD SOUTH
 DB1341'ALONG THE EAST END OF A CULTIVATED FIELD FOR 0.1 MILE TO AN
 DB1341'IRRIGATION DITCH ALONG THE EAST END OF THE CULTIVATED
 DB1341'FIELD.  LEAVE THE ROAD AND DRIVE SOUTH AND WEST ALONG
 DB1341'THE WEST AND NORTH SIDE OF THE IRRIGATION DITCH FOR 0.2
 DB1341'MILE TO A SMALL WOODEN BRIDGE OVER THE IRRIGATION DITCH.
 DB1341'TURN LEFT AND DRIVE SOUTH, CROSSING THE BRIDGE, THENCE TURN
 DB1341'LEFT AND DRIVE EAST ON A FIELD ROAD ALONG THE NORTH SIDE
 DB1341'OF A CULTIVATED FIELD FOR 0.1 MILE TO THE NORTHEAST
 DB1341'CORNER OF A CULTIVATED FIELD.  TURN RIGHT AND DRIVE SOUTH
 DB1341'ALONG THE EAST END OF A CULTIVATED FIELD 0.05 MILE TO
 DB1341'THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  SELECT
 DB1341'WAY SOUTH THROUGH SAND DUNES FOR 0.25 MILE TO THE
 DB1341'STATION.
 DB1341'
 DB1341'THE STATION MARK IS A BUREAU OF LAND MANAGEMENT CAP MARK
 DB1341'RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE WHICH
 DB1341'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET
 DB1341'NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 DB1341'
 DB1341'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO
 DB1341'22 NO 1 1964, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DB1341'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE
 DB1341'THE GROUND SURFACE.  IT IS 33.0 FEET NORTH-NORTHWEST OF
 DB1341'A METAL WITNESS POST WITH A SIGN ATTACHED.
 DB1341'
 DB1341'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO 22
 DB1341'NO 1 1964, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DB1341'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE
 DB1341'THE GROUND SURFACE.  IT IS 31.0 FEET EAST OF A METAL WITNESS
 DB1341'POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0927 ***********************************************************************
 EU0927  DESIGNATION -  BOUNDARY PT 3 AZ CA
 EU0927  PID         -  EU0927
 EU0927  STATE/COUNTY-  AZ/MOHAVE
 EU0927  USGS QUAD   -  TOPOCK (1970)
 EU0927
 EU0927                         *CURRENT SURVEY CONTROL
 EU0927  ___________________________________________________________________
 EU0927* NAD 83(1992)-  34 43 05.38525(N)    114 29 18.05661(W)     ADJUSTED  
 EU0927* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 EU0927  ___________________________________________________________________
 EU0927  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EU0927  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0927
 EU0927  HORZ ORDER  -  SECOND
 EU0927
 EU0927.The horizontal coordinates were established by classical geodetic methods
 EU0927.and adjusted by the National Geodetic Survey in August 1993..
 EU0927
 EU0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0927
 EU0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0927
 EU0927.The geoid height was determined by GEOID03.
 EU0927
 EU0927;                    North         East     Units Scale Factor Converg.
 EU0927;SPC AZ W     -   412,572.796   145,731.019   MT  0.99998969   -0 25 13.9
 EU0927;SPC AZ W     - 1,353,585.29    478,120.14   iFT  0.99998969   -0 25 13.9
 EU0927;SPC CA 5     -   640,742.205 2,321,577.056   MT  0.99992229   +2 00 06.1
 EU0927;SPC CA 5     - 2,102,168.38  7,616,707.39   sFT  0.99992229   +2 00 06.1
 EU0927;UTM  11      - 3,844,661.370   730,001.465   MT  1.00025207   +1 25 52.0
 EU0927
 EU0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0927!SPC AZ W     -   0.99997914  x   0.99998969  =   0.99996883
 EU0927!SPC CA 5     -   0.99997914  x   0.99992229  =   0.99990144
 EU0927!UTM  11      -   0.99997914  x   1.00025207  =   1.00023121
 EU0927
 EU0927                          SUPERSEDED SURVEY CONTROL
 EU0927
 EU0927  NAD 83(1986)-  34 43 05.39123(N)    114 29 18.06440(W) AD(       ) 2
 EU0927  NAD 27      -  34 43 05.36265(N)    114 29 15.20339(W) AD(       ) 2
 EU0927  NGVD 29 (07/19/86)  162.8    (m)          534.     (f) VERT ANG       
 EU0927
 EU0927.Superseded values are not recommended for survey control.
 EU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0927.See file dsdata.txt to determine how the superseded data were derived.
 EU0927
 EU0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3000144661(NAD 83)
 EU0927_MARKER: Z = SEE DESCRIPTION
 EU0927_SETTING: 0 = UNSPECIFIED SETTING
 EU0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0927
 EU0927  HISTORY     - Date     Condition        Report By
 EU0927  HISTORY     - 1964     MONUMENTED       CGS
 EU0927
 EU0927                          STATION DESCRIPTION
 EU0927
 EU0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0927'THE STATION IS THE DETERMINED CENTER OF THE RAILROAD BRIDGE
 EU0927'AT TOPOCK, ARIZONA.  THE CENTER OF THE BRIDGE WAS DETERMINED
 EU0927'WITH A 300 FT. TAPE AND MARKED WITH A 3 X 6 INCH IRON PLATE,
 EU0927'SCREWED TO AN 8 BY 8 INCH WOOD TIMBER.  THE STATION IS A PUNCH
 EU0927'HOLE, SURROUNDED BY A CHISELED TRIANGLE, STAMPED PONT NO 3
 EU0927'1964.
 EU0927'
 EU0927'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EU0927'SANTAFE.  THE DISTANCE BEING 754.68 FT. OR (230.026 M.),
 EU0927'EAST.
 EU0927'
 EU0927'THE GEODETIC AZIMUTH FROM STATION SANTAFE TO BDRY PT. NO. 3 IS
 EU0927'89 DEG 40 MIN 19.6 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1330 ***********************************************************************
 DB1330  DESIGNATION -  BOUNDARY PT 30 AZ CA
 DB1330  PID         -  DB1330
 DB1330  STATE/COUNTY-  AZ/YUMA
 DB1330  USGS QUAD   -  YUMA EAST (1994)
 DB1330
 DB1330                         *CURRENT SURVEY CONTROL
 DB1330  ___________________________________________________________________
 DB1330* NAD 83(1992)-  32 43 47.89595(N)    114 36 55.95848(W)     ADJUSTED  
 DB1330* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DB1330  ___________________________________________________________________
 DB1330  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DB1330  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1330
 DB1330  HORZ ORDER  -  SECOND
 DB1330
 DB1330.The horizontal coordinates were established by classical geodetic methods
 DB1330.and adjusted by the National Geodetic Survey in August 1993..
 DB1330
 DB1330.The orthometric height was scaled from a topographic map.
 DB1330
 DB1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1330
 DB1330.The geoid height was determined by GEOID03.
 DB1330
 DB1330;                    North         East     Units Scale Factor Converg.
 DB1330;SPC AZ W     -   192,145.511   132,230.749   MT  1.00001446   -0 28 04.8
 DB1330;SPC AZ W     -   630,398.66    433,827.92   iFT  1.00001446   -0 28 04.8
 DB1330;SPC CA 6     -   563,673.083 2,153,203.901   MT  1.00000931   +0 53 53.4
 DB1330;SPC CA 6     - 1,849,317.44  7,064,303.13   sFT  1.00000931   +0 53 53.4
 DB1330;UTM  11      - 3,623,866.991   723,448.977   MT  1.00021570   +1 17 23.1
 DB1330
 DB1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1330!SPC AZ W     -   0.99999656  x   1.00001446  =   1.00001102
 DB1330!SPC CA 6     -   0.99999656  x   1.00000931  =   1.00000587
 DB1330!UTM  11      -   0.99999656  x   1.00021570  =   1.00021226
 DB1330
 DB1330                          SUPERSEDED SURVEY CONTROL
 DB1330
 DB1330  NAD 83(1986)-  32 43 47.90708(N)    114 36 55.96754(W) AD(       ) 2
 DB1330  NAD 27      -  32 43 47.74195(N)    114 36 53.13628(W) AD(       ) 2
 DB1330
 DB1330.Superseded values are not recommended for survey control.
 DB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1330.See file dsdata.txt to determine how the superseded data were derived.
 DB1330
 DB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2344923867(NAD 83)
 DB1330_MARKER: B = BOLT
 DB1330_SETTING: 0 = UNSPECIFIED SETTING
 DB1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1330
 DB1330  HISTORY     - Date     Condition        Report By
 DB1330  HISTORY     - 1964     MONUMENTED       CGS
 DB1330
 DB1330                          STATION DESCRIPTION
 DB1330
 DB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1330'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE COLORADO
 DB1330'RIVER AND THE NORTH EDGE OF THE CITY OF YUMA.  IT IS IN THE
 DB1330'WEST CURB OF THE WOODEN BRIDGE WHICH CARRIES THE OILED ROAD
 DB1330'TO THE YUMA INDIAN MISSION AND SCHOOL OVER THE SOUTHERN
 DB1330'PACIFIC RAILROAD TRACKS.
 DB1330'
 DB1330'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1330'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1330'ON PENETENTIARY AVENUE FOR A COMBINED DISTANCE OF 0.6 MILE
 DB1330'TO A FORK AT THE NORTH END OF THE COLORADO RIVER BRIDGE.
 DB1330'TAKE THE RIGHT FORK OVER THE RAILROAD BRIDGE TO THE STATION
 DB1330'ON THE LEFT NEAR THE NORTHWEST END OF THE BRIDGE.
 DB1330'
 DB1330'THE MARK IS A CENTER-PUNCHED LAG BOLT SCREWED INTO THE 6X6
 DB1330'TIMBER FORMING THE WEST CURB OF THE BRIDGE.  IT IS MARKED
 DB1330'BY THE LETTERS PT NO 30 CARVED IN THE TIMBER JUST SOUTH OF
 DB1330'THE BOLT.
 DB1330'
 DB1330'A TRAVERSE CONNECTION WAS MADE TO PT NO 30 R.M. (BLM) THE
 DB1330'DISTANCE BEING 9.2748 METERS OR 30.43 FEET AND THE BOLT IS
 DB1330'0.61 METER HIGHER THAN THE R.M.
 DB1330'
 DB1330'THIS STATION IS POINT NUMBER 30 OF THE INTERSTATE BOUNDARY COMPACT
 DB1330'BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 DB1330'
 DB1330'THE GEODETIC AZIMUTH FROM STATION BDRY. PT. NO. 30 R.M. TO
 DB1330'BDRY. PT. NO. 30 IS 89 DEG 43 MIN 33 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1338 ***********************************************************************
 DB1338  DESIGNATION -  BOUNDARY PT 30 RM
 DB1338  PID         -  DB1338
 DB1338  STATE/COUNTY-  AZ/YUMA
 DB1338  USGS QUAD   -  YUMA EAST (1994)
 DB1338
 DB1338                         *CURRENT SURVEY CONTROL
 DB1338  ___________________________________________________________________
 DB1338* NAD 83(1992)-  32 43 47.89738(N)    114 36 55.60227(W)     ADJUSTED  
 DB1338* NAVD 88     -        55.4    (meters)     182.     (feet)  VERTCON   
 DB1338  ___________________________________________________________________
 DB1338  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1338  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1338
 DB1338  HORZ ORDER  -  SECOND
 DB1338
 DB1338.The horizontal coordinates were established by classical geodetic methods
 DB1338.and adjusted by the National Geodetic Survey in August 1993..
 DB1338
 DB1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1338
 DB1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1338
 DB1338.The geoid height was determined by GEOID03.
 DB1338
 DB1338;                    North         East     Units Scale Factor Converg.
 DB1338;SPC AZ W     -   192,145.479   132,240.025   MT  1.00001445   -0 28 04.6
 DB1338;SPC AZ W     -   630,398.55    433,858.35   iFT  1.00001445   -0 28 04.6
 DB1338;SPC CA 6     -   563,673.273 2,153,213.175   MT  1.00000931   +0 53 53.6
 DB1338;SPC CA 6     - 1,849,318.06  7,064,333.56   sFT  1.00000931   +0 53 53.6
 DB1338;UTM  11      - 3,623,867.244   723,458.251   MT  1.00021575   +1 17 23.3
 DB1338
 DB1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1338!SPC AZ W     -   0.99999660  x   1.00001445  =   1.00001105
 DB1338!SPC CA 6     -   0.99999660  x   1.00000931  =   1.00000591
 DB1338!UTM  11      -   0.99999660  x   1.00021575  =   1.00021235
 DB1338
 DB1338|---------------------------------------------------------------------|
 DB1338| PID    Reference Object                     Distance      Geod. Az  |
 DB1338|                                                           dddmmss.s |
 DB1338| CE9740 BOUNDARY PT 30 RM 1                  28.182 METERS 14914     |
 DB1338| DB1336 BEE                                  28.830 METERS 15947     |
 DB1338| DB1330 BOUNDARY PT 30 AZ CA                  9.275 METERS 26944     |
 DB1338|---------------------------------------------------------------------|
 DB1338
 DB1338                          SUPERSEDED SURVEY CONTROL
 DB1338
 DB1338  NAD 83(1986)-  32 43 47.90854(N)    114 36 55.61128(W) AD(       ) 2
 DB1338  NAD 27      -  32 43 47.74339(N)    114 36 52.78008(W) AD(       ) 2
 DB1338  NGVD 29 (07/19/86)   54.8    (m)          180.     (f) VERT ANG       
 DB1338
 DB1338.Superseded values are not recommended for survey control.
 DB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1338.See file dsdata.txt to determine how the superseded data were derived.
 DB1338
 DB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2345823867(NAD 83)
 DB1338_MARKER: DD = SURVEY DISK
 DB1338_SETTING: 0 = UNSPECIFIED SETTING
 DB1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1338
 DB1338  HISTORY     - Date     Condition        Report By
 DB1338  HISTORY     - 1964     MONUMENTED       BLM
 DB1338
 DB1338                          STATION DESCRIPTION
 DB1338
 DB1338'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1338'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE COLORADO
 DB1338'RIVER AND THE NORTH EDGE OF THE CITY OF YUMA.  IT IS ON THE
 DB1338'EAST SHOULDER OF THE ROAD AT THE NORTHEAST END OF THE WOODEN
 DB1338'BRIDGE OVER THE SOUTHERN PACIFIC RAILROAD TRACKS.
 DB1338'
 DB1338'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1338'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1338'ON PENETENTIARY AVENUE FOR A COMBINED DISTANCE OF 0.6 MILE
 DB1338'TO A FORK AT THE NORTH END OF THE COLORADO RIVER BRIDGE.  TAKE
 DB1338'THE RIGHT FORK ACROSS THE RAILROAD OVERPASS TO THE STATION ON
 DB1338'THE RIGHT AT THE NORTHEAST END OF THE BRIDGE.
 DB1338'
 DB1338'THE STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 DB1338'SURVEY DISK STAMPED 30.4 FT R.M. PT NO 30 64 AND HAS AN ARROW
 DB1338'INDICATING THE DIRECTION TO POINT NO. 30 CUT IN ITS SURFACE.
 DB1338'THE MARK IS A BRONZE CAP RIVETED TO THE TOP OF A 2-INCH
 DB1338'IRON PIPE SET IN A MASS OF CONCRETE AND PROJECTS 6 INCHES
 DB1338'ABOVE GROUND.  IT IS 19 FEET NORTHEAST OF THE NORTHEAST CORNER
 DB1338'OF THE RAILROAD OVERPASS AND 16.6 FEET SOUTHEAST OF THE
 DB1338'CENTER OF THE OILED ROAD.
 DB1338'
 DB1338'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PT NO
 DB1338'30 R.M. (BLM) NO 1 1964 CEMENTED IN A DRILL HOLE IN A DEPRESSION
 DB1338'IN DECOMPOSED BEDROCK EXPOSED 2 FEET LONG BY 1 FOOT WIDE
 DB1338'AND PROJECTING 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 DB1338'IS 17 FEET NORTH OF THE HIGHEST PART OF THE HILL, 2 FEET
 DB1338'LOWER THAN THE HIGHEST POINT, AND ABOUT 8 FEET HIGHER THAN
 DB1338'THE STATION.
 DB1338'
 DB1338'POINT NUMBER 30 IS A CENTER-PUNCHED LAG BOLT SCREWED INTO
 DB1338'THE 6X6 TIMBER FORMING THE WEST CURB OF THE WOODEN BRIDGE
 DB1338'OVER THE RAILROAD TRACKS.  IT IS MARKED BY THE LETTERS PT
 DB1338'NO 30 CARVED IN THE TIMBER JUST SOUTH OF THE BOLT.  IT IS
 DB1338'ABOUT 10 FEET SOUTH-SOUTHWEST OF THE NORTHWEST END OF THE
 DB1338'BRIDGE RAIL AND 0.2 FOOT HIGHER THAN STATION ELEVATION.
 DB1338'
 DB1338'NOTE--THE POINT HELD FOR OBSERVATIONS WAS A CENTER PUNCH MARK
 DB1338'IN THE MIDDLE OF THE ARROW ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1343 ***********************************************************************
 DB1343  DESIGNATION -  BOUNDARY PT 31 AZ CA
 DB1343  PID         -  DB1343
 DB1343  STATE/COUNTY-  AZ/YUMA
 DB1343  USGS QUAD   -  YUMA EAST (1994)
 DB1343
 DB1343                         *CURRENT SURVEY CONTROL
 DB1343  ___________________________________________________________________
 DB1343* NAD 83(1992)-  32 43 47.89566(N)    114 36 56.88778(W)     ADJUSTED  
 DB1343* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 DB1343  ___________________________________________________________________
 DB1343  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DB1343  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1343
 DB1343  HORZ ORDER  -  SECOND
 DB1343
 DB1343.The horizontal coordinates were established by classical geodetic methods
 DB1343.and adjusted by the National Geodetic Survey in August 1993..
 DB1343
 DB1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1343
 DB1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1343
 DB1343.The geoid height was determined by GEOID03.
 DB1343
 DB1343;                    North         East     Units Scale Factor Converg.
 DB1343;SPC AZ W     -   192,145.700   132,206.553   MT  1.00001451   -0 28 05.3
 DB1343;SPC AZ W     -   630,399.28    433,748.53   iFT  1.00001451   -0 28 05.3
 DB1343;SPC CA 6     -   563,672.695 2,153,179.707   MT  1.00000931   +0 53 52.9
 DB1343;SPC CA 6     - 1,849,316.17  7,064,223.76   sFT  1.00000931   +0 53 52.9
 DB1343;UTM  11      - 3,623,866.438   723,424.781   MT  1.00021557   +1 17 22.6
 DB1343
 DB1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1343!SPC AZ W     -   0.99999790  x   1.00001451  =   1.00001241
 DB1343!SPC CA 6     -   0.99999790  x   1.00000931  =   1.00000721
 DB1343!UTM  11      -   0.99999790  x   1.00021557  =   1.00021347
 DB1343
 DB1343|---------------------------------------------------------------------|
 DB1343| PID    Reference Object                     Distance      Geod. Az  |
 DB1343|                                                           dddmmss.s |
 DB1343| DB1330 BOUNDARY PT 30 AZ CA                 24.197 METERS 08959     |
 DB1343| DB1336 BEE                                  51.145 METERS 12152     |
 DB1343| CE9741 BOUNDARY PT 31 RM 1                  37.728 METERS 17226     |
 DB1343| DB1353 MISSION                              95.293 METERS 17959     |
 DB1343| DB1333 BOUNDARY PT 33 AZ CA                APPROX. 0.8 KM 2645546.3 |
 DB1343| CE9742 BOUNDARY PT 31 RM 2                  59.296 METERS 33716     |
 DB1343|---------------------------------------------------------------------|
 DB1343
 DB1343                          SUPERSEDED SURVEY CONTROL
 DB1343
 DB1343  NAD 83(1986)-  32 43 47.90676(N)    114 36 56.89684(W) AD(       ) 2
 DB1343  NAD 27      -  32 43 47.74164(N)    114 36 54.06545(W) AD(       ) 2
 DB1343  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG       
 DB1343
 DB1343.Superseded values are not recommended for survey control.
 DB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1343.See file dsdata.txt to determine how the superseded data were derived.
 DB1343
 DB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2342523866(NAD 83)
 DB1343_MARKER: DD = SURVEY DISK
 DB1343_SETTING: 0 = UNSPECIFIED SETTING
 DB1343
 DB1343  HISTORY     - Date     Condition        Report By
 DB1343  HISTORY     - 1964     MONUMENTED       BLM
 DB1343
 DB1343                          STATION DESCRIPTION
 DB1343
 DB1343'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1343'THE STATION IS LOCATED AIRLINE, ABOUT 1/2 MILE NORTH-NORTHEAST
 DB1343'OF YUMA AND 0.2 MILE NORTH OF THE ARIZONA CHECK STATION ON
 DB1343'OLD U.S. HIGHWAY 80.
 DB1343'
 DB1343'TO REACH THE STATION FROM THE POST OFFICE IN YUMA, GO NORTH
 DB1343'ON MAIN STREET FOR 0.25 MILE TO FIRST STREET.  TURN RIGHT AND
 DB1343'GO EAST AND NORTH ON FIRST STREET (OLD U.S. HIGHWAY 80)
 DB1343'FOR 0.4 MILE TO A FORK AT THE NORTH END OF A BRIDGE OVER
 DB1343'THE COLORADO RIVER.  TAKE THE LEFT FORK (OLD HIGHWAY 80)
 DB1343'AND CONTINUE NORTH ON THE PAVED ROAD FOR 0.05 MILE TO THE
 DB1343'SOUTH END OF AN OLD ABANDONED CHECK STATION AND THE STATION
 DB1343'ON THE RIGHT.
 DB1343'
 DB1343'STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT BRONZE DISK,
 DB1343'STAMPED CAL ARIZ PT NO 31 1964, BRAZED TO THE TOP OF A 3-INCH
 DB1343'IRON PIPE WHICH IS SET IN AN IRREGULAR MASS OF CONCRETE FLUSH
 DB1343'WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET EAST OF THE
 DB1343'CENTERLINE OF OLD U.S. HIGHWAY 80, 20 FEET EAST-NORTHEAST
 DB1343'OF A WOODEN FLAGPOLE AND 13 FEET SOUTHEAST OF THE SOUTHEAST
 DB1343'CORNER OF A BRICK BUILDING.
 DB1343'
 DB1343'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO 31 NO
 DB1343'1 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END
 DB1343'OF A CONCRETE ABUTMENT WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 DB1343'GROUND SURFACE.  IT IS 125 FEET SOUTH OF THE SOUTHWEST CORNER
 DB1343'OF THE BRICK BUILDING, 19 FEET EAST OF THE CENTERLINE OF
 DB1343'THE HIGHWAY AND ABOUT 5 FEET HIGHER IN ELEVATION THAN THE
 DB1343'STATION.
 DB1343'
 DB1343'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO
 DB1343'31 NO 2 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 DB1343'SOUTHWEST CORNER OF A RAILROAD SIGNAL FOUNDATION WHICH PROJECTS
 DB1343'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 87 FEET EAST
 DB1343'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET EAST-NORTHEAST
 DB1343'OF THE NORTHEAST CORNER OF THE BRICK BUILDING, 10 FEET SOUTHWEST
 DB1343'OF THE SOUTHWEST RAIL OF A RAILROAD TRACK AND ABOUT THE
 DB1343'SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1333 ***********************************************************************
 DB1333  DESIGNATION -  BOUNDARY PT 33 AZ CA
 DB1333  PID         -  DB1333
 DB1333  STATE/COUNTY-  AZ/YUMA
 DB1333  USGS QUAD   -  YUMA EAST (1994)
 DB1333
 DB1333                         *CURRENT SURVEY CONTROL
 DB1333  ___________________________________________________________________
 DB1333* NAD 83(1992)-  32 43 45.53308(N)    114 37 28.37542(W)     ADJUSTED  
 DB1333* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 DB1333  ___________________________________________________________________
 DB1333  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DB1333  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB1333
 DB1333  HORZ ORDER  -  SECOND
 DB1333
 DB1333.The horizontal coordinates were established by classical geodetic methods
 DB1333.and adjusted by the National Geodetic Survey in August 1993..
 DB1333
 DB1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1333
 DB1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1333
 DB1333.The geoid height was determined by GEOID03.
 DB1333
 DB1333;                    North         East     Units Scale Factor Converg.
 DB1333;SPC AZ W     -   192,079.653   131,386.091   MT  1.00001616   -0 28 22.3
 DB1333;SPC AZ W     -   630,182.59    431,056.73   iFT  1.00001616   -0 28 22.3
 DB1333;SPC CA 6     -   563,587.107 2,152,361.059   MT  1.00000943   +0 53 35.6
 DB1333;SPC CA 6     - 1,849,035.37  7,061,537.91   sFT  1.00000943   +0 53 35.6
 DB1333;UTM  11      - 3,623,775.238   722,606.570   MT  1.00021107   +1 17 05.5
 DB1333
 DB1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1333!SPC AZ W     -   0.99999752  x   1.00001616  =   1.00001368
 DB1333!SPC CA 6     -   0.99999752  x   1.00000943  =   1.00000695
 DB1333!UTM  11      -   0.99999752  x   1.00021107  =   1.00020859
 DB1333
 DB1333                          SUPERSEDED SURVEY CONTROL
 DB1333
 DB1333  NAD 83(1986)-  32 43 45.54416(N)    114 37 28.38449(W) AD(       ) 2
 DB1333  NAD 27      -  32 43 45.37941(N)    114 37 25.55221(W) AD(       ) 2
 DB1333  NGVD 29 (07/19/86)   48.9    (m)          160.     (f) VERT ANG       
 DB1333
 DB1333.Superseded values are not recommended for survey control.
 DB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1333.See file dsdata.txt to determine how the superseded data were derived.
 DB1333
 DB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2260723775(NAD 83)
 DB1333_MARKER: DS = TRIANGULATION STATION DISK
 DB1333_SETTING: 0 = UNSPECIFIED SETTING
 DB1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1333
 DB1333  HISTORY     - Date     Condition        Report By
 DB1333  HISTORY     - 1964     MONUMENTED       CGS
 DB1333  HISTORY     - 19901006 GOOD             USPSQD
 DB1333
 DB1333                          STATION DESCRIPTION
 DB1333
 DB1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1333'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT NO
 DB1333'33 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER
 DB1333'OF U.S. HIGHWAY 80 BRIDGE OVER THE COLORADO RIVER IN YUMA.
 DB1333'THE DISK IS 6 INCHES BELOW THE SURFACE OF ASPHALT.  THE CENTER
 DB1333'OF THE BRIDGE WAS DETERMINED WITH A 300 FT. STEEL TAPE.
 DB1333'
 DB1333'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DB1333'MISSION, THE DISTANCE BEING 820.215 METERS.
 DB1333'
 DB1333'THE GEODETIC AZIMUTH FROM STATION MISSION TO BDRY. PT. NO. 33
 DB1333'IS 91 DEG 34 MIN 32.0 SEC.
 DB1333
 DB1333                          STATION RECOVERY (1990)
 DB1333
 DB1333'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0933 ***********************************************************************
 EU0933  DESIGNATION -  BOUNDARY PT 4 AZ CA
 EU0933  PID         -  EU0933
 EU0933  STATE/COUNTY-  AZ/MOHAVE
 EU0933  USGS QUAD   -  TOPOCK (1970)
 EU0933
 EU0933                         *CURRENT SURVEY CONTROL
 EU0933  ___________________________________________________________________
 EU0933* NAD 83(1992)-  34 42 59.76542(N)    114 29 15.37456(W)     ADJUSTED  
 EU0933* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EU0933  ___________________________________________________________________
 EU0933  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EU0933  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0933
 EU0933  HORZ ORDER  -  SECOND
 EU0933
 EU0933.The horizontal coordinates were established by classical geodetic methods
 EU0933.and adjusted by the National Geodetic Survey in August 1993..
 EU0933
 EU0933.The orthometric height was scaled from a topographic map.
 EU0933
 EU0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0933
 EU0933.The geoid height was determined by GEOID03.
 EU0933
 EU0933;                    North         East     Units Scale Factor Converg.
 EU0933;SPC AZ W     -   412,399.124   145,797.990   MT  0.99998957   -0 25 12.3
 EU0933;SPC AZ W     - 1,353,015.50    478,339.86   iFT  0.99998957   -0 25 12.3
 EU0933;SPC CA 5     -   640,571.530 2,321,651.302   MT  0.99992231   +2 00 07.6
 EU0933;SPC CA 5     - 2,101,608.43  7,616,950.98   sFT  0.99992231   +2 00 07.6
 EU0933;UTM  11      - 3,844,489.908   730,074.032   MT  1.00025248   +1 25 53.3
 EU0933
 EU0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0933!SPC AZ W     -   0.99998100  x   0.99998957  =   0.99997057
 EU0933!SPC CA 5     -   0.99998100  x   0.99992231  =   0.99990331
 EU0933!UTM  11      -   0.99998100  x   1.00025248  =   1.00023347
 EU0933
 EU0933                          SUPERSEDED SURVEY CONTROL
 EU0933
 EU0933  NAD 83(1986)-  34 42 59.77134(N)    114 29 15.38244(W) AD(       ) 2
 EU0933  NAD 27      -  34 42 59.74271(N)    114 29 12.52097(W) AD(       ) 2
 EU0933
 EU0933.Superseded values are not recommended for survey control.
 EU0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0933.See file dsdata.txt to determine how the superseded data were derived.
 EU0933
 EU0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3007444490(NAD 83)
 EU0933_MARKER: DS = TRIANGULATION STATION DISK
 EU0933_SETTING: 0 = UNSPECIFIED SETTING
 EU0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0933
 EU0933  HISTORY     - Date     Condition        Report By
 EU0933  HISTORY     - 1964     MONUMENTED       CGS
 EU0933
 EU0933                          STATION DESCRIPTION
 EU0933
 EU0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0933'THE STATION IS 1/4 MILE WEST OF TOPOCK, ARIZONA ON THE CONCRETE
 EU0933'CENTER SUPPORT OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO
 EU0933'RIVER.  IT IS POINT NO. 4 OF THE INTERSTATE COMPACT DEFINING THE
 EU0933'BOUNDARY BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 EU0933'
 EU0933'THE MARK IS A STANDARD TRIANGULATION DISK STAMPED POINT NO 4
 EU0933'CEMENTED IN A DRILL HOLE IN THE CONCRETE OF THE CENTER PIER.
 EU0933'IT IS MIDWAY BETWEEN THE EAST AND WEST EDGES OF THE PIER AND
 EU0933'UNDER THE CENTER OF THE ROADWAY OVERHEAD.  THIS IS NOT THE EXACT
 EU0933'CENTER OF THE STEELWORK OF THE BRIDGE BECAUSE THE STEEL IS NOT
 EU0933'CENTERED ON THE CONCRETE PIER.
 EU0933'
 EU0933'A TRAVERSE CONNECTION WAS MADE THROUGH AN ECCENTRIC POINT TO
 EU0933'TRIANGULATION STATION CENTER WHICH IS ON THE NORTHEAST CORNER OF
 EU0933'THE CENTER PIER.  THE DISTANCE IS 5.082 M. (16.67 FT.)
 EU0933'
 EU0933'THE GEODETIC AZIMUTH FROM STATION CENTER TO BDRY. PT. NO. 4 IS 349
 EU0933'DEG 10 MIN 28 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0972 ***********************************************************************
 EU0972  DESIGNATION -  BOUNDARY PT 8 AZ CA=WATHEN
 EU0972  PID         -  EU0972
 EU0972  STATE/COUNTY-  AZ/LA PAZ
 EU0972  USGS QUAD   -  PARKER (1975)
 EU0972
 EU0972                         *CURRENT SURVEY CONTROL
 EU0972  ___________________________________________________________________
 EU0972* NAD 83(1992)-  34 10 20.25265(N)    114 16 31.21521(W)     ADJUSTED  
 EU0972* NAVD 88     -       119.4    (meters)     392.     (feet)  VERTCON   
 EU0972  ___________________________________________________________________
 EU0972  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 EU0972  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EU0972
 EU0972  HORZ ORDER  -  THIRD
 EU0972
 EU0972.The horizontal coordinates were established by classical geodetic methods
 EU0972.and adjusted by the National Geodetic Survey in August 1993..
 EU0972
 EU0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0972
 EU0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0972
 EU0972.The geoid height was determined by GEOID03.
 EU0972
 EU0972;                    North         East     Units Scale Factor Converg.
 EU0972;SPC AZ W     -   351,899.733   164,927.984   MT  0.99996224   -0 17 42.3
 EU0972;SPC AZ W     - 1,154,526.68    541,102.31   iFT  0.99996224   -0 17 42.3
 EU0972;SPC CA 5     -   580,935.908 2,343,317.940   MT  0.99997279   +2 07 23.2
 EU0972;SPC CA 5     - 1,905,953.89  7,688,035.61   sFT  0.99997279   +2 07 23.2
 EU0972;UTM  11      - 3,784,615.269   751,142.740   MT  1.00037756   +1 31 52.3
 EU0972
 EU0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0972!SPC AZ W     -   0.99998616  x   0.99996224  =   0.99994840
 EU0972!SPC CA 5     -   0.99998616  x   0.99997279  =   0.99995895
 EU0972!UTM  11      -   0.99998616  x   1.00037756  =   1.00036372
 EU0972
 EU0972:                Primary Azimuth Mark                     Grid Az
 EU0972:SPC AZ W     -  BLUFF                                    089 49 21.9
 EU0972:SPC CA 5     -  BLUFF                                    087 24 16.4
 EU0972:UTM  11      -  BLUFF                                    087 59 47.3
 EU0972
 EU0972|---------------------------------------------------------------------|
 EU0972| PID    Reference Object                     Distance      Geod. Az  |
 EU0972|                                                           dddmmss.s |
 EU0972| EU0967 BLUFF                               APPROX. 2.1 KM 0893139.6 |
 EU0972| CC5859 WATHEN RM 1                          16.377 METERS 20151     |
 EU0972| CC5860 WATHEN RM 2                          18.489 METERS 29807     |
 EU0972|---------------------------------------------------------------------|
 EU0972
 EU0972                          SUPERSEDED SURVEY CONTROL
 EU0972
 EU0972  NAD 83(1986)-  34 10 20.25351(N)    114 16 31.22112(W) AD(       ) 3
 EU0972  NAD 27      -  34 10 20.19675(N)    114 16 28.40019(W) AD(       ) 3
 EU0972  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 EU0972
 EU0972.Superseded values are not recommended for survey control.
 EU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0972.See file dsdata.txt to determine how the superseded data were derived.
 EU0972
 EU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5114384615(NAD 83)
 EU0972_MARKER: DD = SURVEY DISK
 EU0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0972
 EU0972  HISTORY     - Date     Condition        Report By
 EU0972  HISTORY     - 1964     MONUMENTED       CGS
 EU0972
 EU0972                          STATION DESCRIPTION
 EU0972
 EU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0972'THE STATION IS FIXED POINT NO. 8 OF THE ARIZONA-CALIFORNIA
 EU0972'BOUNDARY.  IT IS LOCATED AT THE CENTER OF THE EARTH FILL OF THE
 EU0972'HEADGATE ROCK DAM WHICH IS AIRLINE, ABOUT 2 MILES NORTH-NORTHEAST
 EU0972'OF PARKER, ARIZONA.
 EU0972'
 EU0972'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE DRIVE
 EU0972'AND CALIFORNIA AVENUE IN PARKER, GO EAST ON RIVERSIDE DRIVE
 EU0972'FOR 0.9 MILE TO A FORK AND SIGN DEAD END ROAD.  TAKE THE LEFT
 EU0972'FORK AND GO NORTH ON A PAVED ROAD FOR 0.55 MILE TO A LOCKED
 EU0972'CABLE ACROSS THE ROAD.  (KEY TO THE LOCK CAN BE OBTAINED FROM
 EU0972'THE CARETAKERS RESIDENCE WHICH IS THE HOUSE TO THE NORTH OF
 EU0972'THE GATE.) CONTINUE NORTH ON THE PAVED ROAD, CROSSING THE
 EU0972'CONCRETE SPILLWAY, FOR 0.3 MILE TO THE NORTH END OF THE
 EU0972'SPILLWAY.  TURN RIGHT AND GO NORTHEAST ON A TRACK ROAD FOR 0.3
 EU0972'MILE TO THE CENTER OF THE HEADGATE ROCK DAM AND THE STATION.
 EU0972'
 EU0972'STATION MARK IS A BRONZE PLATE, STAMPED 21+00JS 11S BM ELV
 EU0972'389.91 CRIR, SET IN THE TOP OF AN 8 BY 14 INCH CONCRETE POST
 EU0972'FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET EAST OF THE
 EU0972'CENTER OF THE DAM AND 3.8 FEET WEST OF A CONCRETE MONUMENT
 EU0972'WHICH IS ABOUT 8 FEET HIGH AND HAS THE LETTERS WATHEN DAM
 EU0972'USIS 1941 ON THE WEST SIDE, CALIFORNIA ON THE NORTH SIDE AND
 EU0972'ARIZONA ON THE SOUTH SIDE.
 EU0972'
 EU0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATHEN NO 1
 EU0972'1964, SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN
 EU0972'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 EU0972'IT IS 18 FEET WEST OF THE CENTER OF THE DAM AND ABOUT THE
 EU0972'SAME ELEVATION AS THE STATION.
 EU0972'
 EU0972'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATHEN NO 2
 EU0972'1964, SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN
 EU0972'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 EU0972'IT IS 15 FEET WEST OF THE CENTER OF THE DAM AND ABOUT THE
 EU0972'SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1300 ***********************************************************************
 DB1300  DESIGNATION -  BOUNDARY PT B IMPERIAL DAM
 DB1300  PID         -  DB1300
 DB1300  STATE/COUNTY-  AZ/YUMA
 DB1300  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1300
 DB1300                         *CURRENT SURVEY CONTROL
 DB1300  ___________________________________________________________________
 DB1300* NAD 83(1992)-  32 52 58.39978(N)    114 27 46.08647(W)     ADJUSTED  
 DB1300* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 DB1300  ___________________________________________________________________
 DB1300  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DB1300  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB1300
 DB1300  HORZ ORDER  -  SECOND
 DB1300
 DB1300.The horizontal coordinates were established by classical geodetic methods
 DB1300.and adjusted by the National Geodetic Survey in August 1993..
 DB1300
 DB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1300
 DB1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1300
 DB1300.The geoid height was determined by GEOID03.
 DB1300
 DB1300;                    North         East     Units Scale Factor Converg.
 DB1300;SPC AZ W     -   208,997.029   146,662.251   MT  0.99998817   -0 23 13.2
 DB1300;SPC AZ W     -   685,685.79    481,175.36   iFT  0.99998817   -0 23 13.2
 DB1300;SPC CA 6     -   580,864.185 2,167,229.009   MT  0.99998493   +0 58 55.5
 DB1300;SPC CA 6     - 1,905,718.58  7,110,317.17   sFT  0.99998493   +0 58 55.5
 DB1300;UTM  11      - 3,641,158.540   737,359.200   MT  1.00029473   +1 22 41.3
 DB1300
 DB1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1300!SPC AZ W     -   0.99999651  x   0.99998817  =   0.99998468
 DB1300!SPC CA 6     -   0.99999651  x   0.99998493  =   0.99998144
 DB1300!UTM  11      -   0.99999651  x   1.00029473  =   1.00029124
 DB1300
 DB1300                          SUPERSEDED SURVEY CONTROL
 DB1300
 DB1300  NAD 83(1986)-  32 52 58.40454(N)    114 27 46.09171(W) AD(       ) 2
 DB1300  NAD 27      -  32 52 58.25233(N)    114 27 43.27999(W) AD(       ) 2
 DB1300  NGVD 29 (07/19/86)   55.0    (m)          180.     (f) VERT ANG       
 DB1300
 DB1300.Superseded values are not recommended for survey control.
 DB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1300.See file dsdata.txt to determine how the superseded data were derived.
 DB1300
 DB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3735941159(NAD 83)
 DB1300_MARKER: B = BOLT
 DB1300_SETTING: 0 = UNSPECIFIED SETTING
 DB1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1300
 DB1300  HISTORY     - Date     Condition        Report By
 DB1300  HISTORY     - 1964     MONUMENTED       CGS
 DB1300
 DB1300                          STATION DESCRIPTION
 DB1300
 DB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1300'THE STATION IS A 3/4 INCH IN DIAMETER STEEL BOLT, WITH A CENTER
 DB1300'PUNCH HOLE IN ITS TOP.  IT IS CEMENTED IN A DRILL HOLE IN THE
 DB1300'CREST OF THE OVER-FLOW WEIR, AT THE EAST END OF THE WEIR AND NEAR
 DB1300'THE EAST END OF IMPERIAL DAM.
 DB1300'
 DB1300'A TRAVERSE CONNECTION WAS MADE TO BOLT A, SITUATED NEAR THE
 DB1300'WEST END OF THE WEIR, THE DISTANCE BEING 1,193.32 FEET OR
 DB1300'(363.725 METERS), WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1288 ***********************************************************************
 DB1288  DESIGNATION -  BOUNDARY PT B LAGUNA DAM
 DB1288  PID         -  DB1288
 DB1288  STATE/COUNTY-  AZ/YUMA
 DB1288  USGS QUAD   -  LAGUNA DAM (1979)
 DB1288
 DB1288                         *CURRENT SURVEY CONTROL
 DB1288  ___________________________________________________________________
 DB1288* NAD 83(1992)-  32 49 07.91194(N)    114 29 19.42940(W)     ADJUSTED  
 DB1288* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 DB1288  ___________________________________________________________________
 DB1288  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DB1288  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DB1288
 DB1288  HORZ ORDER  -  SECOND
 DB1288
 DB1288.The horizontal coordinates were established by classical geodetic methods
 DB1288.and adjusted by the National Geodetic Survey in August 1993..
 DB1288
 DB1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1288
 DB1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1288
 DB1288.The geoid height was determined by GEOID03.
 DB1288
 DB1288;                    North         East     Units Scale Factor Converg.
 DB1288;SPC AZ W     -   201,913.523   144,186.364   MT  0.99999231   -0 24 01.4
 DB1288;SPC AZ W     -   662,445.94    473,052.38   iFT  0.99999231   -0 24 01.4
 DB1288;SPC CA 6     -   573,723.566 2,164,923.025   MT  0.99999428   +0 58 04.3
 DB1288;SPC CA 6     - 1,882,291.40  7,102,751.62   sFT  0.99999428   +0 58 04.3
 DB1288;UTM  11      - 3,634,000.058   735,101.817   MT  1.00028159   +1 21 42.1
 DB1288
 DB1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1288!SPC AZ W     -   0.99999797  x   0.99999231  =   0.99999028
 DB1288!SPC CA 6     -   0.99999797  x   0.99999428  =   0.99999225
 DB1288!UTM  11      -   0.99999797  x   1.00028159  =   1.00027956
 DB1288
 DB1288:                Primary Azimuth Mark                     Grid Az
 DB1288:SPC AZ W     -  LAGUNA                                   314 45 23.2
 DB1288:SPC CA 6     -  LAGUNA                                   313 23 17.5
 DB1288:UTM  11      -  LAGUNA                                   312 59 39.7
 DB1288
 DB1288|---------------------------------------------------------------------|
 DB1288| PID    Reference Object                     Distance      Geod. Az  |
 DB1288|                                                           dddmmss.s |
 DB1288| DB1281 LAGUNA                              APPROX. 0.7 KM 3142121.8 |
 DB1288|---------------------------------------------------------------------|
 DB1288
 DB1288                          SUPERSEDED SURVEY CONTROL
 DB1288
 DB1288  NAD 83(1986)-  32 49 07.91798(N)    114 29 19.43581(W) AD(       ) 2
 DB1288  NAD 27      -  32 49 07.76112(N)    114 29 16.61989(W) AD(       ) 2
 DB1288  NGVD 29 (07/19/86)   45.8    (m)          150.     (f) VERT ANG       
 DB1288
 DB1288.Superseded values are not recommended for survey control.
 DB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1288.See file dsdata.txt to determine how the superseded data were derived.
 DB1288
 DB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3510234000(NAD 83)
 DB1288_MARKER: B = BOLT
 DB1288_SETTING: 0 = UNSPECIFIED SETTING
 DB1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1288
 DB1288  HISTORY     - Date     Condition        Report By
 DB1288  HISTORY     - 1964     MONUMENTED       CGS
 DB1288
 DB1288                          STATION DESCRIPTION
 DB1288
 DB1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1288'THE STATION IS A 3/4 INCH BOLT, WITH A CENTER PUNCH HOLE IN THE
 DB1288'TOP.  IT IS CEMENTED IN A DRILL HOLE IN THE CREST OF THE LAGUNA
 DB1288'DAM WEIR.  IT IS 50 FEET WEST OF THE EAST END OF THE WEIR.
 DB1288'
 DB1288'THIS STATION WAS USED FOR LOCATING FIXED POINT NUMBER 18.
 DB1288'
 DB1288'A TRAVERSE CONNECTION WAS MADE TO POINT NO 18, THE DISTANCE
 DB1288'BEING 713.540 METERS, WEST-NORTHWEST.
 DB1288'
 DB1288'TRAVERSE CONNECTION WAS MADE WITH AN ELECTROTAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1120 ***********************************************************************
 FS1120  DESIGNATION -  BOUNDARY REF PT 1 B
 FS1120  PID         -  FS1120
 FS1120  STATE/COUNTY-  AZ/MOHAVE
 FS1120  USGS QUAD   -  MT MANCHESTER (1983)
 FS1120
 FS1120                         *CURRENT SURVEY CONTROL
 FS1120  ___________________________________________________________________
 FS1120* NAD 83(1992)-  35 00 00.12803(N)    114 37 50.92365(W)     ADJUSTED  
 FS1120* NAVD 88     -       150.2    (meters)     493.     (feet)  VERTCON   
 FS1120  ___________________________________________________________________
 FS1120  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FS1120  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FS1120
 FS1120  HORZ ORDER  -  SECOND
 FS1120
 FS1120.The horizontal coordinates were established by classical geodetic methods
 FS1120.and adjusted by the National Geodetic Survey in August 1993..
 FS1120
 FS1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1120
 FS1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1120
 FS1120.The geoid height was determined by GEOID03.
 FS1120
 FS1120;                    North         East     Units Scale Factor Converg.
 FS1120;SPC AZ W     -   443,947.450   132,956.576   MT  1.00001298   -0 30 18.9
 FS1120;SPC AZ W     - 1,456,520.51    436,209.24   iFT  1.00001298   -0 30 18.9
 FS1120;SPC CA 5     -   671,546.187 2,307,488.219   MT  0.99993154   +1 55 13.7
 FS1120;SPC CA 5     - 2,203,231.12  7,570,484.27   sFT  0.99993154   +1 55 13.7
 FS1120;SPC NV E     - 8,028,150.306   286,946.566   MT  0.99999314   +0 32 47.0
 FS1120;SPC NV E     -26,339,023.13    941,423.86   sFT  0.99999314   +0 32 47.0
 FS1120;UTM  11      - 3,875,611.891   716,213.469   MT  1.00017619   +1 21 34.0
 FS1120
 FS1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1120!SPC AZ W     -   0.99998121  x   1.00001298  =   0.99999419
 FS1120!SPC CA 5     -   0.99998121  x   0.99993154  =   0.99991276
 FS1120!SPC NV E     -   0.99998121  x   0.99999314  =   0.99997435
 FS1120!UTM  11      -   0.99998121  x   1.00017619  =   1.00015740
 FS1120
 FS1120|---------------------------------------------------------------------|
 FS1120| PID    Reference Object                     Distance      Geod. Az  |
 FS1120|                                                           dddmmss.s |
 FS1120| CC6510 SOTO RM 1                            29.126 METERS 01723     |
 FS1120| FS1114 SOTO                                  4.563 METERS 02837     |
 FS1120| CC6511 SOTO RM 2                            18.772 METERS 11346     |
 FS1120| FS1097 BOUNDARY REF PT 1 A                 APPROX. 0.5 KM 3142831.9 |
 FS1120| FS1101 BOUNDARY PT 1 AZ CA NV              273.999 METERS 31510     |
 FS1120|---------------------------------------------------------------------|
 FS1120
 FS1120                          SUPERSEDED SURVEY CONTROL
 FS1120
 FS1120  NAD 83(1986)-  35 00 00.13605(N)    114 37 50.92413(W) AD(       ) 2
 FS1120  NAD 27      -  35 00 00.12984(N)    114 37 48.04945(W) AD(       ) 2
 FS1120  NGVD 29 (07/19/86)  149.5    (m)          490.     (f) VERT ANG       
 FS1120
 FS1120.Superseded values are not recommended for survey control.
 FS1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1120.See file dsdata.txt to determine how the superseded data were derived.
 FS1120
 FS1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1621375612(NAD 83)
 FS1120_MARKER: DS = TRIANGULATION STATION DISK
 FS1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1120
 FS1120  HISTORY     - Date     Condition        Report By
 FS1120  HISTORY     - 1964     MONUMENTED       CGS
 FS1120
 FS1120                          STATION DESCRIPTION
 FS1120
 FS1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1120'THE STATION IS ABOUT 11 MILES NORTH OF NEEDLES, CALIFORNIA,
 FS1120'NEAR THE STATE BOUNDARIES OF CALIFORNIA, NEVADA AND ARIZONA,
 FS1120'AND ON THE EAST BANK OF THE COLORADO RIVER.  THIS STATION
 FS1120'WAS ESTABLISHED TO DETERMINE FIXED POINT NUMBER ONE.
 FS1120'
 FS1120'TO REACH THE STATION FROM THE INTERSECTION OF FRONT AND H
 FS1120'STREETS AT THE NORTHWEST CORNER OF THE CITY HALL IN NEEDLES,
 FS1120'CALIFORNIA, GO NORTH ON H STREET, CROSSING THE SANTA FE RAILROAD,
 FS1120'FOR 0.15 MILE TO A T-ROAD AND A GOLF COURSE ON THE NORTH
 FS1120'SIDE OF THE INTERSECTION.  TURN RIGHT AND GO EASTERLY ON
 FS1120'PAVED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT, SOUTH AND
 FS1120'FOLLOW ALONG LEVEE ROAD FOR 1.0 MILE TO A BRIDGE OVER THE
 FS1120'COLORADO RIVER.  CONTINUE AHEAD, CROSSING THE BRIDGE FOR 0.1
 FS1120'MILE TO A T-ROAD.  TURN LEFT AND GO NORTHWEST ON PAVED ROAD
 FS1120'1.0 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTH
 FS1120'ON THE PAVED ROAD FOR 8.2 MILES TO A CROSSROAD AND SIGN
 FS1120'OATMAN - DAVIS DAM ON THE RIGHT.  TURN LEFT AND GO WEST ON
 FS1120'A GRAVEL ROAD FOR 1.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 FS1120'AND GO NORTHWEST ON A GRAVEL ROAD FOR 0.45 MILE TO A
 FS1120'LEVEE ROAD.  TURN RIGHT AND GO NORTH ON THE LEVEE ROAD
 FS1120'FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 FS1120'AND GO WEST FOR 0.1 MILE TO A T-ROAD ON THE EAST RIVER
 FS1120'BANK.  TURN RIGHT AND GO NORTH ON THE EAST BANK RIVER ROAD
 FS1120'FOR 0.1 MILE TO A TURN-OUT AND THE STATION ON THE RIGHT.
 FS1120'
 FS1120'STATION MARKS ARE STANDARD DISKS STAMPED POINT NO 1 B 1964.
 FS1120'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 FS1120'PROJECTING 2 INCHES.  IT IS 34 FEET EAST OF THE CENTERLINE
 FS1120'OF THE RIVER ROAD AND 4 FEET NORTH OF THE SOUTH EDGE OF THE
 FS1120'FILL OF THE TURN-OUT.  THE UNDERGROUND DISK IS SET IN AN
 FS1120'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FS1120'
 FS1120'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOTO NO 1 1964, SET
 FS1120'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT
 FS1120'IS 84 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT 4
 FS1120'FEET LOWER THAN THE STATION.
 FS1120'
 FS1120'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOTO NO 2 1964,
 FS1120'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 FS1120'IT IS 68 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT
 FS1120'4 FEET LOWER THAN THE STATION.
 FS1120'
 FS1120'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SOTO.
 FS1120'THE DISTANCE BEING 4.563 METERS OR 14.97 FEET, NORTH.
 FS1120'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1176 ***********************************************************************
 DA1176  DESIGNATION -  BOUNDARY RM 3
 DA1176  PID         -  DA1176
 DA1176  STATE/COUNTY-  AZ/MARICOPA
 DA1176  USGS QUAD   -  AZTEC SE (1982)
 DA1176
 DA1176                         *CURRENT SURVEY CONTROL
 DA1176  ___________________________________________________________________
 DA1176* NAD 83(1992)-  32 50 17.45176(N)    113 20 01.54138(W)     ADJUSTED  
 DA1176* NAVD 88     -       168.396  (meters)     552.48   (feet)  ADJUSTED  
 DA1176  ___________________________________________________________________
 DA1176  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1176  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1176  DYNAMIC HT  -         168.201 (meters)     551.84  (feet)  COMP
 DA1176  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1176
 DA1176  HORZ ORDER  -  SECOND
 DA1176  VERT ORDER  -  FIRST     CLASS II
 DA1176
 DA1176.The horizontal coordinates were established by classical geodetic methods
 DA1176.and adjusted by the National Geodetic Survey in August 1993..
 DA1176
 DA1176.The orthometric height was determined by differential leveling
 DA1176.and adjusted by the National Geodetic Survey in June 1991..
 DA1176
 DA1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1176
 DA1176.The geoid height was determined by GEOID03.
 DA1176
 DA1176.The dynamic height is computed by dividing the NAVD 88
 DA1176.geopotential number by the normal gravity value computed on the
 DA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1176.degrees latitude (g = 980.6199 gals.).
 DA1176
 DA1176.The modeled gravity was interpolated from observed gravity values.
 DA1176
 DA1176;                    North         East     Units Scale Factor Converg.
 DA1176;SPC AZ C     -   204,696.886    80,694.365   MT  1.00011695   -0 46 06.8
 DA1176;SPC AZ C     -   671,577.71    264,745.29   iFT  1.00011695   -0 46 06.8
 DA1176;SPC AZ W     -   203,890.676   252,327.223   MT  0.99995205   +0 13 32.6
 DA1176;SPC AZ W     -   668,932.66    827,845.22   iFT  0.99995205   +0 13 32.6
 DA1176;UTM  12      - 3,635,761.046   281,567.557   MT  1.00018835   -1 15 57.7
 DA1176
 DA1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1176!SPC AZ C     -   0.99997859  x   1.00011695  =   1.00009554
 DA1176!SPC AZ W     -   0.99997859  x   0.99995205  =   0.99993064
 DA1176!UTM  12      -   0.99997859  x   1.00018835  =   1.00016694
 DA1176
 DA1176:                Primary Azimuth Mark                     Grid Az
 DA1176:SPC AZ C     -  L 321                                    071 02 04.1
 DA1176:SPC AZ W     -  L 321                                    070 02 24.7
 DA1176:UTM  12      -  L 321                                    071 31 55.0
 DA1176
 DA1176|---------------------------------------------------------------------|
 DA1176| PID    Reference Object                     Distance      Geod. Az  |
 DA1176|                                                           dddmmss.s |
 DA1176| DA0723 L 321                                              0701557.3 |
 DA1176| DA1399 HIGHWAY 80 STA 3136+44.24 AHD         4.523 METERS 09905     |
 DA1176| DA1398 BOUNDARY                              2.715 METERS 17925     |
 DA1176| DA0804 MARC RM 3                           APPROX. 3.9 KM 2612415.1 |
 DA1176| CH2783 T7S R11 10W SECS 6 7 12 CC                         33037     |
 DA1176|---------------------------------------------------------------------|
 DA1176
 DA1176                          SUPERSEDED SURVEY CONTROL
 DA1176
 DA1176  NAD 83(1986)-  32 50 17.44636(N)    113 20 01.54748(W) AD(       ) 2
 DA1176  NAD 27      -  32 50 17.27010(N)    113 19 58.87490(W) AD(       ) 2
 DA1176  NGVD 29 (07/19/86)  167.82   (m)          550.6    (f) LEVELING    3  
 DA1176
 DA1176.Superseded values are not recommended for survey control.
 DA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1176.See file dsdata.txt to determine how the superseded data were derived.
 DA1176
 DA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8156835761(NAD 83)
 DA1176_MARKER: DR = REFERENCE MARK DISK
 DA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1176_SP_SET: CONCRETE POST
 DA1176_STAMPING: BOUNDARY NO 3 1934
 DA1176_MARK LOGO: CGS   
 DA1176_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1176+STABILITY: SURFACE MOTION
 DA1176
 DA1176  HISTORY     - Date     Condition        Report By
 DA1176  HISTORY     - 1960     MONUMENTED       CGS
 DA1176  HISTORY     - 1967     GOOD             AMS
 DA1176  HISTORY     - 1980     GOOD             NGS
 DA1176
 DA1176                          STATION DESCRIPTION
 DA1176
 DA1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1176'THE STATION IS 7.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 DA1176'DATELAND POST OFFICE, 116.5 FEET NORTH OF THE CENTER LINE OF THE
 DA1176'SOUTHERN PACIFIC RAILROAD, 96 FEET SOUTH OF THE CENTER LINE
 DA1176'OF U.S. HIGHWAY 80 AND 9 FEET NORTH OF THE YUMA-MARICOPA
 DA1176'COUNTY BOUNDARY MARKER.
 DA1176'
 DA1176'THE STATION AND UNDERGROUND MARK, STAMPED BOUNDARY NO 3 1934,
 DA1176'ARE STANDARD REFERENCE MARK DISKS WITH THE SURFACE MARK SET
 DA1176'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA1176'
 DA1176'REFERENCE MARK 1 IS A STANDARD GLO BRASS CAP FIXED TO THE TOP
 DA1176'OF A 1 1/2-INCH IRON PIPE PROJECTING 8 INCHES AND STAMPED
 DA1176'T 7 S R 11 W S12 T 7 S S 6 S 7 CC R 10 W 1932.  IT IS 0.15
 DA1176'MILES NORTHWEST OF THE STATION ALONG A NORTH-SOUTH FENCE LINE
 DA1176'WITH A 4 X 6 WOODEN WITNESS POST SET TOUCHING THE PIPE ON THE
 DA1176'WEST SIDE OF THE FENCE.
 DA1176'
 DA1176'REFERENCE MARK 4 IS A STANDARD BRASS DISK OF THE ARIZONA
 DA1176'HIGHWAY DEPARTMENT SET IN A MASS OF CONCRETE FLUSH WITH
 DA1176'THE SURFACE WITH A STEEL WITNESS POST AT 6 INCHES EAST AND
 DA1176'ANOTHER ONE AT 2-1/2 FEET EAST.  IT IS STAMPED 3136+44.24
 DA1176'3136+69.72 551.08 1956.
 DA1176'
 DA1176'A TRIANGULATION STATION, STAMPED BOUNDARY 1934, IS A STANDARD
 DA1176'DISK SET IN CONCRETE IN THE TOP OF A 4-INCH GALVANIZED IRON
 DA1176'PIPE PROJECTING 6 FEET ABOVE A SQUARE CONCRETE FOUNDATION 3
 DA1176'FEET HIGH AND 2 FEET SQUARE WITH METAL PLAQUES PLACED ON THE
 DA1176'EAST AND WEST SIDES, THE EAST READS MARICOPA COUNTY 1918,
 DA1176'THE WEST READS YUMA COUNTY 1918.
 DA1176'
 DA1176'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A
 DA1176'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 DA1176'L 321 1952.  IT IS 0.1 MILE EAST-NORTHEAST OF THE STATION,
 DA1176'ABOUT 95 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 DA1176'2 FEET NORTH OF A WOODEN WITNESS POST AND 1-1/2 FEET SOUTH
 DA1176'OF THE RIGHT OF WAY FENCE LINE.
 DA1176
 DA1176                          STATION RECOVERY (1967)
 DA1176
 DA1176'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1176'STATION MARK RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 DA1176
 DA1176                          STATION RECOVERY (1980)
 DA1176
 DA1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1176'11.8 KM (7.35 MI) SW FROM SENTINEL.
 DA1176'11.8 KM (7.35 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1176'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.3 KM
 DA1176'(0.2 MI) SOUTHWEST OF RAILROAD MILEPOLE 819, AT THE MARICOPA-YUMA
 DA1176'COUNTY LINE, 33.5 METERS (110 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA1176'27.4 METERS (90.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND
 DA1176'LANES OF THE INTERSTATE, 4.6 METERS (15.0 FT) NORTHWEST OF THE
 DA1176'SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 2.7 METERS (9.0 FT) NORTHWEST
 DA1176'THE COUNTY LINE IRON PIPE MONUMENT AND TRIANGULATION STATION BOUNDARY.
 DA1176'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1176'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1984 ***********************************************************************
 DV1984  DESIGNATION -  BOUSE
 DV1984  PID         -  DV1984
 DV1984  STATE/COUNTY-  AZ/LA PAZ
 DV1984  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1984
 DV1984                         *CURRENT SURVEY CONTROL
 DV1984  ___________________________________________________________________
 DV1984* NAD 83(1992)-  33 53 37.04697(N)    113 55 37.82701(W)     ADJUSTED  
 DV1984* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 DV1984  ___________________________________________________________________
 DV1984  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV1984  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1984
 DV1984  HORZ ORDER  -  FIRST
 DV1984
 DV1984.The horizontal coordinates were established by classical geodetic methods
 DV1984.and adjusted by the National Geodetic Survey in August 1993..
 DV1984
 DV1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1984
 DV1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1984
 DV1984.The geoid height was determined by GEOID03.
 DV1984
 DV1984;                    North         East     Units Scale Factor Converg.
 DV1984;SPC AZ W     -   320,880.496   196,972.510   MT  0.99993664   -0 05 55.7
 DV1984;SPC AZ W     - 1,052,757.53    646,235.27   iFT  0.99993664   -0 05 55.7
 DV1984;UTM  12      - 3,754,219.443   229,300.454   MT  1.00050344   -1 38 00.0
 DV1984;UTM  11      - 3,754,613.241   784,173.938   MT  1.00059564   +1 42 53.0
 DV1984
 DV1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1984!SPC AZ W     -   0.99994416  x   0.99993664  =   0.99988080
 DV1984!UTM  12      -   0.99994416  x   1.00050344  =   1.00044757
 DV1984!UTM  11      -   0.99994416  x   1.00059564  =   1.00053977
 DV1984
 DV1984|---------------------------------------------------------------------|
 DV1984| PID    Reference Object                     Distance      Geod. Az  |
 DV1984|                                                           dddmmss.s |
 DV1984| CH2787 BOUSE RM 2                            5.945 METERS 06558     |
 DV1984| CH2785 BOUSE AZ MK                                        2453936.1 |
 DV1984| CH2786 BOUSE RM 1                            6.154 METERS 32725     |
 DV1984|---------------------------------------------------------------------|
 DV1984
 DV1984                          SUPERSEDED SURVEY CONTROL
 DV1984
 DV1984  NAD 83(1986)-  33 53 37.04402(N)    113 55 37.83676(W) AD(       ) 1
 DV1984  NAD 27      -  33 53 36.95300(N)    113 55 35.05200(W) AD(       ) 1
 DV1984  NGVD 29 (07/19/86)  386.1    (m)         1267.     (f) VERT ANG       
 DV1984
 DV1984.Superseded values are not recommended for survey control.
 DV1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1984.See file dsdata.txt to determine how the superseded data were derived.
 DV1984
 DV1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2930054219(NAD 83)
 DV1984_MARKER: DS = TRIANGULATION STATION DISK
 DV1984_SETTING: 66 = SET IN ROCK OUTCROP
 DV1984
 DV1984  HISTORY     - Date     Condition        Report By
 DV1984  HISTORY     - 1949     MONUMENTED       CGS
 DV1984  HISTORY     - 1956     GOOD             CGS
 DV1984  HISTORY     - 1972     GOOD             AZHD
 DV1984
 DV1984                          STATION DESCRIPTION
 DV1984
 DV1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1984'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF
 DV1984'BOUSE ON A SMALL KNOLL AT THE SOUTHEAST END OF THE BOUSE
 DV1984'HILLS.  THE STATION MARK IS SET FLUSH ON THE HIGHEST POINT
 DV1984'OF THE KNOLL 6 FEET SOUTHEAST OF A CAIRN.  IT IS STAMPED,
 DV1984'BOUSE 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS ABOUT 1 FOOT LOWER
 DV1984'THAN THE STATION MARK AND IS STAMPED, BOUSE NO 1 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS ABOUT 1 FOOT LOWER
 DV1984'THAN THE STATION MARK AND IS STAMPED, BOUSE NO 2 1948.
 DV1984'
 DV1984'THE AZIMUTH MARK IS SET IN THE MIDDLE CONCRETE PIER OF BRIDGE
 DV1984'NO. A 76 OF THE SANTE FE RAILROAD.  THE MARK IS 42 PACES
 DV1984'EAST OF STATE HIGHWAY 72 AT A POINT 4.7 MILES SOUTHEAST OF
 DV1984'BOUSE.  IT IS STAMPED, BOUSE 1948.
 DV1984'
 DV1984'TO REACH THE STATION FROM BOUSE.  GO SOUTHEAST ON STATE HIGHWAY
 DV1984'72, 2.5 MILES TO A ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACKS,
 DV1984'TURN RIGHT, FOLLOW THE BLADED ROAD SOUTHEAST AND EAST 2.6
 DV1984'MILES.  TURN RIGHT OFF THE ROAD AND GO ACROSS COUNTRY 0.8
 DV1984'MILE TO THE BASE OF THE SMALL KNOLL WHICH IS ABOUT 0.2 MILE
 DV1984'SOUTH OF A HIGHER KNOLL.  FROM BASE WALK TO TOP OF KNOLL
 DV1984'AND STATION.  A 10 MINUTE PACK.
 DV1984
 DV1984                          STATION RECOVERY (1956)
 DV1984
 DV1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1984'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DV1984'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE FOLLOWING IS A
 DV1984'NEW AND COMPLETE DESCRIPTION.
 DV1984'
 DV1984'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF
 DV1984'BOUSE ON A SMALL KNOLL AT THE SOUTHEAST END OF THE BOUSE
 DV1984'HILLS.  THE STATION MARK IS SET ON THE HIGHEST PART OF THE
 DV1984'HILL AND IS STAMPED BOUSE 1948, AND SET FLUSH.
 DV1984'
 DV1984'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION
 DV1984'AND PROJECTS 6 INCHES.  IT IS STAMPED BOUSE NO 1 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION
 DV1984'AND PROJECTS 6 INCHES.  IT IS STAMPED BOUSE NO 2 1948.
 DV1984'
 DV1984'THE AZIMUTH MARK IS SET IN A CONCRETE PIER OF BRIDGE NO. A
 DV1984'76 OF THE SANTE FE RAILROAD.  THE MARK IS 42 PACES EAST OF
 DV1984'THE CENTER OF STATE HIGHWAY 72 AT A POINT 4.7 MILES SOUTHEAST
 DV1984'OF BOUSE.  IT IS STAMPED BOUSE 1948 AND IS ABOUT 3 FEET ABOVE
 DV1984'THE GROUND.
 DV1984'
 DV1984'TO REACH THE STATION FROM BOUSE GO SOUTHEAST ON STATE HIGHWAY
 DV1984'72 FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, CROSS RAILROAD
 DV1984'TRACKS, TURN RIGHT AND FOLLOW THE BLADED ROAD SOUTHEAST
 DV1984'AND EAST FOR 2.6 MILES, TURN RIGHT, AND GO ACROSS COUNTRY FOR
 DV1984'1.2 MILE TO THE BASE OF A SMALL KNOLL WHICH IS ABOUT 0.2
 DV1984'MILE SOUTH OF A HIGHER HILL, FROM HERE PACK TO THE TOP OF
 DV1984'THE HILL AND STATION.  A 10 MINUTE PACK--
 DV1984
 DV1984                          STATION RECOVERY (1972)
 DV1984
 DV1984'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1984'GENERAL LOCATION PARKER TO YUMA
 DV1984'
 DV1984'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1984'
 DV1984'STATION MARK STD. USC AND GS B.
 DV1984'
 DV1984'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0258 ***********************************************************************
 DW0258  DESIGNATION -  BOUSE RAILROAD WATER TANK
 DW0258  PID         -  DW0258
 DW0258  STATE/COUNTY-  AZ/LA PAZ
 DW0258  USGS QUAD   -  BOUSE (1990)
 DW0258
 DW0258                         *CURRENT SURVEY CONTROL
 DW0258  ___________________________________________________________________
 DW0258* NAD 83(1992)-  33 56 01.68355(N)    114 00 21.57207(W)     ADJUSTED  
 DW0258* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 DW0258  ___________________________________________________________________
 DW0258  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DW0258  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0258
 DW0258  HORZ ORDER  -  THIRD
 DW0258
 DW0258.The horizontal coordinates were established by classical geodetic methods
 DW0258.and adjusted by the National Geodetic Survey in August 1993..
 DW0258
 DW0258.The orthometric height was scaled from a topographic map.
 DW0258
 DW0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0258
 DW0258.The geoid height was determined by GEOID03.
 DW0258
 DW0258;                    North         East     Units Scale Factor Converg.
 DW0258;SPC AZ W     -   325,352.030   189,693.429   MT  0.99994024   -0 08 34.5
 DW0258;SPC AZ W     - 1,067,427.92    622,353.77   iFT  0.99994024   -0 08 34.5
 DW0258;UTM  11      - 3,758,854.737   776,752.243   MT  1.00054430   +1 40 20.7
 DW0258;UTM  12      - 3,758,887.158   222,139.581   MT  1.00055187   -1 40 44.8
 DW0258
 DW0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0258!SPC AZ W     -   0.99995957  x   0.99994024  =   0.99989981
 DW0258!UTM  11      -   0.99995957  x   1.00054430  =   1.00050384
 DW0258!UTM  12      -   0.99995957  x   1.00055187  =   1.00051141
 DW0258
 DW0258                          SUPERSEDED SURVEY CONTROL
 DW0258
 DW0258  NAD 83(1986)-  33 56 01.68182(N)    114 00 21.58189(W) AD(       ) 4
 DW0258  NAD 27      -  33 56 01.59600(N)    114 00 18.79600(W) AD(       ) 3
 DW0258
 DW0258.Superseded values are not recommended for survey control.
 DW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0258.See file dsdata.txt to determine how the superseded data were derived.
 DW0258
 DW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7675258855(NAD 83)
 DW0258_MARKER: 53 = ELEVATED TANK
 DW0258
 DW0258  HISTORY     - Date     Condition        Report By
 DW0258  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0258
 DW0258                          STATION DESCRIPTION
 DW0258
 DW0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0258'STATION IS THE CENTER OF THE RAILROAD WATER TANK AT BOUSE.
 DW0258'IT IS AN ELEVATED, WOODEN WATER TANK ABOUT 30 FEET HIGH, ON
 DW0258'THE EAST SIDE OF THE RAILROAD TRACK.  THE CENTER OF THE BASE
 DW0258'OF THE TANK WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2117 ***********************************************************************
 DV2117  DESIGNATION -  BOW
 DV2117  PID         -  DV2117
 DV2117  STATE/COUNTY-  AZ/MARICOPA
 DV2117  USGS QUAD   -  MOBILE NW (1978)
 DV2117
 DV2117                         *CURRENT SURVEY CONTROL
 DV2117  ___________________________________________________________________
 DV2117* NAD 83(1992)-  33 08 10.51986(N)    112 29 37.38227(W)     ADJUSTED  
 DV2117* NAVD 88     -       424.2    (meters)    1392.     (feet)  VERTCON   
 DV2117  ___________________________________________________________________
 DV2117  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DV2117  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DV2117
 DV2117  HORZ ORDER  -  THIRD
 DV2117
 DV2117.The horizontal coordinates were established by classical geodetic methods
 DV2117.and adjusted by the National Geodetic Survey in August 1993..
 DV2117
 DV2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2117
 DV2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2117
 DV2117.The geoid height was determined by GEOID03.
 DV2117
 DV2117;                    North         East     Units Scale Factor Converg.
 DV2117;SPC AZ C     -   237,009.746   159,520.821   MT  0.99993573   -0 18 55.6
 DV2117;SPC AZ C     -   777,591.03    523,362.27   iFT  0.99993573   -0 18 55.6
 DV2117;UTM  12      - 3,667,385.319   360,671.625   MT  0.99983935   -0 48 59.9
 DV2117
 DV2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2117!SPC AZ C     -   0.99993824  x   0.99993573  =   0.99987398
 DV2117!UTM  12      -   0.99993824  x   0.99983935  =   0.99977760
 DV2117
 DV2117|---------------------------------------------------------------------|
 DV2117| PID    Reference Object                     Distance      Geod. Az  |
 DV2117|                                                           dddmmss.s |
 DV2117| CH4415 BOW RM 1                              8.959 METERS 17317     |
 DV2117| CH4414 BOW AZ MK                                          2212545.1 |
 DV2117| CH4416 BOW RM 2                              9.218 METERS 28814     |
 DV2117|---------------------------------------------------------------------|
 DV2117
 DV2117                          SUPERSEDED SURVEY CONTROL
 DV2117
 DV2117  NAD 83(1986)-  33 08 10.50786(N)    112 29 37.38596(W) AD(       ) 3
 DV2117  NAD 27      -  33 08 10.35184(N)    112 29 34.80895(W) AD(       ) 3
 DV2117  NGVD 29 (12/08/88)  423.5    (m)         1389.     (f) VERT ANG       
 DV2117
 DV2117.Superseded values are not recommended for survey control.
 DV2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2117.See file dsdata.txt to determine how the superseded data were derived.
 DV2117
 DV2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6067267385(NAD 83)
 DV2117_MARKER: DS = TRIANGULATION STATION DISK
 DV2117_SETTING: 0 = UNSPECIFIED SETTING
 DV2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2117
 DV2117  HISTORY     - Date     Condition        Report By
 DV2117  HISTORY     - 1936     MONUMENTED       CGS
 DV2117  HISTORY     - 1944     MARK NOT FOUND   CGS
 DV2117  HISTORY     - 1973     GOOD             USGS
 DV2117
 DV2117                          STATION DESCRIPTION
 DV2117
 DV2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2117'ABOUT 5 MILES WEST AND 8 MILES SOUTH OF RAINBOW VALLEY GROCERY
 DV2117'STORE, ABOUT 18 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF
 DV2117'BUCKEYE ON U.S. HIGHWAY NO. 80, AND ABOUT ON THE LINE BETWEEN
 DV2117'SECTIONS 29 AND 30, T. 3 S., R. 2 W.  IT IS ON LOW BRUSH-COVERED
 DV2117'FLATS, ABOUT 2 MILES NORTH OF A RANGE OF LARGE MOUNTAINS,
 DV2117'AND ABOUT 2 MILES SOUTHEAST OF A RANGE OF SMALLER, ROCKY
 DV2117'PEAKS.  MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A
 DV2117'PIPE WHICH PROJECTS ABOUT 8 INCHES ABOVE THE TOP OF A CIRCULAR
 DV2117'MASS OF CONCRETE.  BOTH REFERENCE MARKS ARE STANDARD DISKS
 DV2117'IN PIPES SET SIMILAR TO THE STATION MARK.  REFERENCE MARK
 DV2117'NO. 1 IS 8.959 METERS (29.39 FEET) FROM STATION
 DV2117'S 06 DEG 43 MIN E.  REFERENCE MARK NO. 2 IS 9.218 METERS
 DV2117'(30.24 FEET) FROM STATION N 71 DEG 56 MIN W.  THE AZIMUTH
 DV2117'MARK, A STANDARD BRONZE DISK, IS ABOUT
 DV2117'ONE-FOURTH MILE FROM STATION S 41 DEG 26 MIN W.
 DV2117
 DV2117                          STATION RECOVERY (1944)
 DV2117
 DV2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DV2117'SEARCHED FOR BUT NOT RECOVERED.
 DV2117
 DV2117                          STATION RECOVERY (1973)
 DV2117
 DV2117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2117'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 DV2117'DESCRIPTION FOLLOWS.
 DV2117'
 DV2117'LOCATED ABOUT 18 MI SSE. OF BUCKEYE, ABOUT 17 MI S. OF LIBERTY,
 DV2117'ABOUT 14 MI NW. OF MOBILE.
 DV2117'
 DV2117'TO REACH FROM INTERSECTION OF RAINBOW VALLEY RD. AND RIGGS RD.,
 DV2117'GO 1.0 MI W. ON RIGGS RD. TO GAS PIPE LINE.  FOLLOW GAS PIPE LINE
 DV2117'2.2 MI S. TO GAS PIPE LINE.  GO 1.0 MI W. ON GAS PIPE LINE TO
 DV2117'TRACK RD.  TURN LEFT ON TRACK RD. 3.6 MI.  TURN RIGHT ABOUT 2.0 MI
 DV2117'W. CROSS-COUNTRY TO STATION.  4-WHEEL DRIVE RECOMMENDED TO CROSS
 DV2117'DRAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1162 ***********************************************************************
 CY1162  DESIGNATION -  BOWIE
 CY1162  PID         -  CY1162
 CY1162  STATE/COUNTY-  AZ/COCHISE
 CY1162  USGS QUAD   -  BOWIE (1974)
 CY1162
 CY1162                         *CURRENT SURVEY CONTROL
 CY1162  ___________________________________________________________________
 CY1162* NAD 83(1992)-  32 19 27.54538(N)    109 28 21.03993(W)     ADJUSTED  
 CY1162* NAVD 88     -      1139.7    (meters)    3739.     (feet)  VERTCON   
 CY1162  ___________________________________________________________________
 CY1162  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CY1162  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY1162
 CY1162  HORZ ORDER  -  FIRST
 CY1162
 CY1162.The horizontal coordinates were established by classical geodetic methods
 CY1162.and adjusted by the National Geodetic Survey in August 1993..
 CY1162
 CY1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1162
 CY1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1162
 CY1162.The geoid height was determined by GEOID03.
 CY1162
 CY1162;                    North         East     Units Scale Factor Converg.
 CY1162;SPC AZ E     -   147,038.653   278,715.160   MT  0.99995266   +0 22 16.3
 CY1162;SPC AZ E     -   482,410.28    914,419.82   iFT  0.99995266   +0 22 16.3
 CY1162;UTM  12      - 3,577,409.770   643,776.672   MT  0.99985492   +0 49 00.9
 CY1162
 CY1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1162!SPC AZ E     -   0.99982530  x   0.99995266  =   0.99977797
 CY1162!UTM  12      -   0.99982530  x   0.99985492  =   0.99968024
 CY1162
 CY1162:                Primary Azimuth Mark                     Grid Az
 CY1162:SPC AZ E     -  BOWIE AZ MK                              101 18 27.9
 CY1162:UTM  12      -  BOWIE AZ MK                              100 51 43.3
 CY1162
 CY1162|---------------------------------------------------------------------|
 CY1162| PID    Reference Object                     Distance      Geod. Az  |
 CY1162|                                                           dddmmss.s |
 CY1162| CC7029 BOWIE AZ MK                                        1014044.2 |
 CY1162| CY1158 WOOD OIL DERRICK                    APPROX.20.6 KM 1061108.5 |
 CY1162| CY1133 STEEL OIL DERRICK                   APPROX.25.5 KM 1080832.3 |
 CY1162| CC7030 BOWIE RM 1                           18.455 METERS 13518     |
 CY1162| CY1161 WINDMILL ABOUT 3 MI SE BOWIE        APPROX. 5.2 KM 1544301.8 |
 CY1162| CC7031 BOWIE RM 2                           16.774 METERS 23722     |
 CY1162| CY1164 BOWIE LOADING CHUTE                 APPROX. 1.0 KM 2922653.3 |
 CY1162| CY1163 BOWIE WATER TANK                    APPROX. 1.2 KM 2932318.1 |
 CY1162|---------------------------------------------------------------------|
 CY1162
 CY1162                          SUPERSEDED SURVEY CONTROL
 CY1162
 CY1162  NAD 83(1986)-  32 19 27.54057(N)    109 28 21.03714(W) AD(       ) 1
 CY1162  NAD 27      -  32 19 27.27200(N)    109 28 18.80300(W) AD(       ) 1
 CY1162  NGVD 29 (07/19/86) 1139.0    (m)         3737.     (f) VERT ANG       
 CY1162
 CY1162.Superseded values are not recommended for survey control.
 CY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1162.See file dsdata.txt to determine how the superseded data were derived.
 CY1162
 CY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4377777410(NAD 83)
 CY1162_MARKER: DS = TRIANGULATION STATION DISK
 CY1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1162
 CY1162  HISTORY     - Date     Condition        Report By
 CY1162  HISTORY     - 1945     MONUMENTED       CGS
 CY1162  HISTORY     - 1967     SEE DESCRIPTION  AMS
 CY1162
 CY1162                          STATION DESCRIPTION
 CY1162
 CY1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1162'STATION IS LOCATED ON THE S SIDE OF STATE HIGHWAY 86, ABOUT
 CY1162'1 MILE ESE OF THE POST OFFICE IN BOWIE.
 CY1162'
 CY1162'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO S
 CY1162'FOR 0.05 MILE TO STATE HIGHWAY 86.  TURN LEFT AND FOLLOW
 CY1162'THE HIGHWAY ESE FOR 1.0 MILE TO A STEEL-FRAMED WIRE GATE IN
 CY1162'THE FENCE ALONG THE S SIDE OF THE HIGHWAY.  TURN RIGHT, PASS
 CY1162'THROUGH GATE, THEN TURN RIGHT AGAIN AND FOLLOW ALONG THE
 CY1162'S SIDE OF THE FENCE LINE BACK TOWARDS BOWIE FOR 0.15 MILE TO
 CY1162'THE STATION.  TO REACH THE AZIMUTH MARK CONTINUE ALONG STATE
 CY1162'HIGHWAY 86 FOR 0.4 MILE TO THE MARK IN THE S HEADWALL OF
 CY1162'A CULVERT.
 CY1162'
 CY1162'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1162'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 CY1162'IS STAMPED BOWIE 1945.  IT IS 155.8 FEET SSW OF THE CENTER
 CY1162'LINE OF STATE HIGHWAY 86, 56.2 FEET SSW OF THE S HIGHWAY
 CY1162'RIGHT-OF-WAY FENCE LINE, AND 45.5 FEET SSW OF A 4- BY 4-INCH
 CY1162'WHITE WITNESS POST ATTACHED TO THE NEAREST WOOD TELEGRAPH POLE.
 CY1162'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1162'
 CY1162'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1162'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY1162'AND IS STAMPED BOWIE NO 1 1945.  IT IS SE OF THE STATION AND
 CY1162'IS ON ABOUT THE SAME LEVEL.
 CY1162'
 CY1162'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1162'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY1162'AND IS STAMPED BOWIE NO 2 1945.  IT IS WSW OF THE STATION ON
 CY1162'ABOUT THE SAME LEVEL.
 CY1162'
 CY1162'AZIMUTH MARK IS A STANDARD BENCH-MARK DISK OF THE ARIZONA
 CY1162'HIGHWAY DEPARTMENT SET FLUSH IN THE TOP CENTER OF THE CONCRETE
 CY1162'S HEADWALL OF A HIGHWAY CULVERT AND IS STAMPED 3722.03 3446+85
 CY1162'40.  IT PROJECTS ABOUT 6 INCHES ABOVE THE PAVEMENT AND
 CY1162'THE MARK IS 18.4 FEET S OF THE CENTER LINE OF THE HIGHWAY.
 CY1162'
 CY1162'ALL LIGHTS VISIBLE FROM THE GROUND.
 CY1162
 CY1162                          STATION RECOVERY (1967)
 CY1162
 CY1162'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1162'SEARCH WAS MADE OF THE AREA.  AZIMUTH MARK WAS FOUND AS
 CY1162'DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE STATION
 CY1162'AND REFERENCE MARKS WERE NOT RECOVERED.  APPARENTLY THE
 CY1162'STATION WAS LOCATED ON LAND NOW UNDER CULTIVATION, AND HAS
 CY1162'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1164 ***********************************************************************
 CY1164  DESIGNATION -  BOWIE LOADING CHUTE
 CY1164  PID         -  CY1164
 CY1164  STATE/COUNTY-  AZ/COCHISE
 CY1164  USGS QUAD   -  BOWIE (1974)
 CY1164
 CY1164                         *CURRENT SURVEY CONTROL
 CY1164  ___________________________________________________________________
 CY1164* NAD 83(1992)-  32 19 39.88245(N)    109 28 56.21259(W)     ADJUSTED  
 CY1164* NAVD 88     -                                                        
 CY1164  ___________________________________________________________________
 CY1164  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CY1164  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY1164
 CY1164  HORZ ORDER  -  THIRD
 CY1164
 CY1164.The horizontal coordinates were established by classical geodetic methods
 CY1164.and adjusted by the National Geodetic Survey in August 1993..
 CY1164
 CY1164
 CY1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1164
 CY1164.The geoid height was determined by GEOID03.
 CY1164
 CY1164;                    North         East     Units Scale Factor Converg.
 CY1164;SPC AZ E     -   147,412.733   277,792.845   MT  0.99995118   +0 21 57.6
 CY1164;SPC AZ E     -   483,637.58    911,393.85   iFT  0.99995118   +0 21 57.6
 CY1164;UTM  12      - 3,577,776.629   642,851.566   MT  0.99985165   +0 48 42.3
 CY1164
 CY1164                          SUPERSEDED SURVEY CONTROL
 CY1164
 CY1164  NAD 83(1986)-  32 19 39.87795(N)    109 28 56.20887(W) AD(       ) 4
 CY1164  NAD 27      -  32 19 39.61100(N)    109 28 53.97400(W) AD(       ) 3
 CY1164
 CY1164.Superseded values are not recommended for survey control.
 CY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1164.See file dsdata.txt to determine how the superseded data were derived.
 CY1164
 CY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4285277777(NAD 83)
 CY1164
 CY1164  HISTORY     - Date     Condition        Report By
 CY1164  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1164  HISTORY     - 1974     GOOD             USGS
 CY1164
 CY1164                          STATION DESCRIPTION
 CY1164
 CY1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1164'THE LOADING CHUTE IS THE PROPERTY OF THE SOUTHERN PACIFIC
 CY1164'CO. RAILROAD AND IS USED TO ELEVATE COAL FROM CARS INTO BINS
 CY1164'AND THENCE INTO LOCOMOTIVES.  IT IS A GREY CONCRETE STRUCTURE
 CY1164'110 FEET HIGH AT THE HIGHEST POINT AND WHEN VIEWED FROM THE
 CY1164'RAILROAD TRACKS PRESENTS AN OFF-SET APPEARANCE.
 CY1164'
 CY1164'IT IS LOCATED ON THE NE EDGE OF THE TOWN OF BOWIE.  THE
 CY1164'PROMINENT PORTION OF THE STRUCTURE, THAT PART WHICH CONTAINS
 CY1164'THE ELEVATOR, IS 1120 FEET E OF THE MAIN STREET OF BOWIE AS
 CY1164'IT CROSSES THE RAILROAD TRACKS, AND 30 FEET N OF THE MAIN TRACK OF
 CY1164'THE RAILROAD.  THE LOWER PORTION IS BUILT OVER A SIDE TRACK THAT
 CY1164'IS 15 FEET N OF THE MAIN TRACK.
 CY1164
 CY1164                          STATION RECOVERY (1974)
 CY1164
 CY1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY1164'FOUND AS DESCRIBED, REVISED TO REACH FOLLOWS--TO REACH FROM
 CY1164'THE P.O. IN BOWIE, AZ. DRIVE E ALONE INTERSTATE 10 BUSINESS
 CY1164'FOR 0.05 MI TO NORTH CENTERAL AVE., TURN LEFT (NORTH) AND
 CY1164'DRIVE 0.20 MILES AND CROSS S.P. RAILROAD TRACKS, TURN RIGHT
 CY1164'(EAST) AND DRIVE ALONG RAILROAD MAINTENANCE ROAD PARALLEL TO
 CY1164'TRACKS FOR 0.2 MILES TO STATION (BOWIE COAL CHUTE).  THIS
 CY1164'CHUTE IS NO LONGER IN USE.  THE OLD DESCRIPTION DOES NOT
 CY1164'MENTION A TABLET BEING SET.  EVIDENTLY NO TABLET WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1119 ***********************************************************************
 ET1119  DESIGNATION -  BOX
 ET1119  PID         -  ET1119
 ET1119  STATE/COUNTY-  AZ/YAVAPAI
 ET1119  USGS QUAD   -  KING CANYON (1979)
 ET1119
 ET1119                         *CURRENT SURVEY CONTROL
 ET1119  ___________________________________________________________________
 ET1119* NAD 83(1992)-  34 51 54.62910(N)    112 15 20.39474(W)     ADJUSTED  
 ET1119* NAVD 88     -      1397.4    (meters)    4585.     (feet)  VERTCON   
 ET1119  ___________________________________________________________________
 ET1119  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 ET1119  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ET1119
 ET1119  HORZ ORDER  -  THIRD
 ET1119
 ET1119.The horizontal coordinates were established by classical geodetic methods
 ET1119.and adjusted by the National Geodetic Survey in August 1993..
 ET1119
 ET1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1119
 ET1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1119
 ET1119.The geoid height was determined by GEOID03.
 ET1119
 ET1119;                    North         East     Units Scale Factor Converg.
 ET1119;SPC AZ C     -   428,670.703   182,365.806   MT  0.99991184   -0 11 37.6
 ET1119;SPC AZ C     - 1,406,399.94    598,313.01   iFT  0.99991184   -0 11 37.6
 ET1119;UTM  12      - 3,858,810.621   385,227.635   MT  0.99976235   -0 43 04.4
 ET1119
 ET1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1119!SPC AZ C     -   0.99978469  x   0.99991184  =   0.99969655
 ET1119!UTM  12      -   0.99978469  x   0.99976235  =   0.99954709
 ET1119
 ET1119:                Primary Azimuth Mark                     Grid Az
 ET1119:SPC AZ C     -  BEAR                                     009 48 10.8
 ET1119:UTM  12      -  BEAR                                     010 19 37.6
 ET1119
 ET1119|---------------------------------------------------------------------|
 ET1119| PID    Reference Object                     Distance      Geod. Az  |
 ET1119|                                                           dddmmss.s |
 ET1119| FR1038 BEAR                                APPROX.15.3 KM 0093633.2 |
 ET1119| CS3965 BOX RM 2                             20.449 METERS 01721     |
 ET1119| CS3964 BOX RM 1                             18.623 METERS 27756     |
 ET1119|---------------------------------------------------------------------|
 ET1119
 ET1119                          SUPERSEDED SURVEY CONTROL
 ET1119
 ET1119  NAD 83(1986)-  34 51 54.62501(N)    112 15 20.39245(W) AD(       ) 3
 ET1119  NGVD 29 (04/23/90) 1396.6    (m)         4582.     (f) VERT ANG       
 ET1119
 ET1119.Superseded values are not recommended for survey control.
 ET1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1119.See file dsdata.txt to determine how the superseded data were derived.
 ET1119
 ET1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8522858811(NAD 83)
 ET1119_MARKER: DS = TRIANGULATION STATION DISK
 ET1119_SETTING: 66 = SET IN ROCK OUTCROP
 ET1119_SP_SET: SET IN BEDROCK
 ET1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1119+STABILITY: POSITION/ELEVATION WELL
 ET1119
 ET1119  HISTORY     - Date     Condition        Report By
 ET1119  HISTORY     - 1943     MONUMENTED       USGS
 ET1119
 ET1119                          STATION DESCRIPTION
 ET1119
 ET1119'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1119'LOCATED 7.5 MI N. AND 7.5 MI W. OF JEROME, 6.8 MI N. OF ST.
 ET1119'MATHEWS MOUNTAIN, 0.9 MI E. OF RD., 22 FT W. OF STEEP BREAK INTO
 ET1119'HEAD OF BOX CANYON WHICH DRAINS N. INTO VERDE RIVER.
 ET1119'
 ET1119'SEE 1973 NOTE FOR TO REACH.
 ET1119'
 ET1119'STATION MARK--STANDARD TABLET STAMPED---BOX 1943---, CEMENTED IN
 ET1119'SOLID LIMESTONE.
 ET1119'
 ET1119'RM 1--COPPER NAIL AND WASHER IN BLAZE ON JUNIPER TREE.
 ET1119'
 ET1119'RM 2--COPPER NAIL AND WASHER IN BLAZE ON JUNIPER TREE.
 ET1119'
 ET1119'1973 NOTE FROM FORM 9-1165--TO REACH FROM POST OFFICE IN CHINO
 ET1119'VALLEY, GO ONE BLOCK E. TO STATE HWY. 89.  TURN LEFT 1.0 MI TO RD.
 ET1119'TO PERKINSVILLE.  TURN RIGHT 6.8 MI TO RD. FORK.  TAKE LEFT FORK
 ET1119'8.1 MI TO RD. LEFT.  TURN LEFT 1.6 MI TO RD. FORK.  TURN RIGHT 2.8
 ET1119'MI TO DIM TRACK RD. RIGHT.  TURN RIGHT 0.4 MI.  4-WHEEL DRIVE CAN
 ET1119'BE TAKEN FROM THIS POINT N. AND NE. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1904 ***********************************************************************
 CZ1904  DESIGNATION -  BOX O
 CZ1904  PID         -  CZ1904
 CZ1904  STATE/COUNTY-  AZ/PINAL
 CZ1904  USGS QUAD   -  NINETYSIX HILLS NE (1993)
 CZ1904
 CZ1904                         *CURRENT SURVEY CONTROL
 CZ1904  ___________________________________________________________________
 CZ1904* NAD 83(1992)-  32 54 32.08621(N)    111 00 42.16227(W)     ADJUSTED  
 CZ1904* NAVD 88     -      1028.7    (meters)    3375.     (feet)  VERTCON   
 CZ1904  ___________________________________________________________________
 CZ1904  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CZ1904  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ1904
 CZ1904  HORZ ORDER  -  THIRD
 CZ1904
 CZ1904.The horizontal coordinates were established by classical geodetic methods
 CZ1904.and adjusted by the National Geodetic Survey in August 1993..
 CZ1904
 CZ1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1904
 CZ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1904
 CZ1904.The geoid height was determined by GEOID03.
 CZ1904
 CZ1904;                    North         East     Units Scale Factor Converg.
 CZ1904;SPC AZ C     -   212,013.875   298,010.727   MT  0.99998833   +0 29 30.1
 CZ1904;SPC AZ C     -   695,583.58    977,725.48   iFT  0.99998833   +0 29 30.1
 CZ1904;UTM  12      - 3,641,189.147   498,904.815   MT  0.99960001   -0 00 22.9
 CZ1904
 CZ1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1904!SPC AZ C     -   0.99984300  x   0.99998833  =   0.99983133
 CZ1904!UTM  12      -   0.99984300  x   0.99960001  =   0.99944307
 CZ1904
 CZ1904|---------------------------------------------------------------------|
 CZ1904| PID    Reference Object                     Distance      Geod. Az  |
 CZ1904|                                                           dddmmss.s |
 CZ1904| CH4418 BOX O RM 1                           10.912 METERS 14113     |
 CZ1904| CH4419 BOX O RM 2                           16.332 METERS 25819     |
 CZ1904| CH4417 BOX O AZ MK                                        3062031.5 |
 CZ1904|---------------------------------------------------------------------|
 CZ1904
 CZ1904                          SUPERSEDED SURVEY CONTROL
 CZ1904
 CZ1904  NAD 83(1986)-  32 54 32.07966(N)    111 00 42.16072(W) AD(       ) 3
 CZ1904  NAD 27      -  32 54 31.82269(N)    111 00 39.76204(W) AD(       ) 3
 CZ1904  NGVD 29 (07/19/86) 1028.0    (m)         3373.     (f) VERT ANG       
 CZ1904
 CZ1904.Superseded values are not recommended for survey control.
 CZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1904.See file dsdata.txt to determine how the superseded data were derived.
 CZ1904
 CZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9890541189(NAD 83)
 CZ1904_MARKER: DS = TRIANGULATION STATION DISK
 CZ1904_SETTING: 0 = UNSPECIFIED SETTING
 CZ1904
 CZ1904  HISTORY     - Date     Condition        Report By
 CZ1904  HISTORY     - 1936     MONUMENTED       CGS
 CZ1904  HISTORY     - 1967     GOOD             CGS
 CZ1904  HISTORY     - 1968     GOOD             AMS
 CZ1904
 CZ1904                          STATION DESCRIPTION
 CZ1904
 CZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1904'ABOUT 18 MILES EAST-SOUTHEAST OF FLORENCE, ON THE RANGE OF THE
 CZ1904'BOX 0 RANCH, ON A BRUSHY PLAIN LYING ABOUT 5 MILES SOUTHEAST
 CZ1904'OF THE FLORENCE-WINKELMAN ROAD AND 3 MILES NORTHEAST OF THE
 CZ1904'FLORENCE-BARKEVILLE ROAD, ON A SLIGHT RISE OF GROUND, ABOUT
 CZ1904'150 YARDS SOUTH OF THE SOUTH BANK OF DONNELLY WASH, 50 YARDS
 CZ1904'NORTH OF THE DIM TRACK ROAD LEADING EAST ACROSS THE FLAT AND
 CZ1904'70 FEET SOUTH OF A CLUMP OF PINON TREES.  STATION AND REFERENCE
 CZ1904'MARKS ARE STANDARD BRONZE DISKS WITH 3-FOOT SHANKS SET IN A
 CZ1904'MASS OF CONCRETE.  REFERENCE MARK NO. 1 IS IN RANGE WITH A
 CZ1904'PROMINENT DOUBLE PEAK ON THE HORIZON AND 10.912 METERS
 CZ1904'(35.80 FEET) FROM STATION N 38 DEG 47 MIN W.
 CZ1904'REFERENCE MARK NO. 2 IS 16.332 METERS (53.58 FEET) FROM
 CZ1904'STATION N 78 DEG 19 MIN W.  THE AZIMUTH MARK IS
 CZ1904'ALONG THE TRACK ROAD LEADING PAST THE STATION, ABOUT 100
 CZ1904'YARDS SOUTH OF THE SOUTH EDGE OF DONNELLY WASH, ON A
 CZ1904'SLIGHT RISE OF GROUND.  35 FEET NORTH OF THE CENTER OF THE
 CZ1904'TRACK ROAD, A SHORT DISTANCE WEST OF THE POINT WHERE THE
 CZ1904'ROAD ENTERS A WIDE, SHALLOW SWALE, AND IS ABOUT 0.3
 CZ1904'MILE FROM STATION S 53 DEG 39 MIN 24 SEC E.
 CZ1904
 CZ1904                          STATION RECOVERY (1967)
 CZ1904
 CZ1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ1904'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CZ1904'
 CZ1904'THE ORIGINAL DESCRIPTION IS COMPLETELY WRONG.  THE STATION
 CZ1904'IS ON THE 96 RANCH NOT THE BOX 0 RANCH.  IT IS LOCATED ON A
 CZ1904'HILL ON THE SOUTH SIDE OF COTTONWOOD WASH APPROXIMATELY 0.4
 CZ1904'MILES SOUTH OF THE SOUTHEAST FENCE CORNER OF THE BOX 0 RANCH.
 CZ1904'
 CZ1904'TO REACH THE STATION FROM THE CATTLEGUARD AT THE SOUTH EDGE
 CZ1904'OF THE BOX 0 ON THE BARKEVILLE ROAD, GO SOUTH FOR 0.2 MILES
 CZ1904'TO A TRACK ROAD TO THE LEFT.  TURN LEFT (EAST) AND FOLLOW
 CZ1904'THIS ROAD KEEPING TO THE LEFT SO AS TO FOLLOW THE FENCE
 CZ1904'MARKING THE SOUTHERN BORDER OF THE BOX 0.  THE ROAD BREAKS DOWN
 CZ1904'INTO COTTONWOOD WASH.  HERE THE FENCE TURNS NORTH IN THE
 CZ1904'BOTTOM OF THE WASH.  TURN RIGHT (SOUTH) AND PICK A WAY CROSS
 CZ1904'COUNTRY TO THE TOP OF THE WASH AND THE STATION.
 CZ1904'
 CZ1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 CZ1904'SOUTHEAST OF FLORENCE
 CZ1904
 CZ1904                          STATION RECOVERY (1968)
 CZ1904
 CZ1904'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1904'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1969 ***********************************************************************
 DV1969  DESIGNATION -  BRADFORD
 DV1969  PID         -  DV1969
 DV1969  STATE/COUNTY-  AZ/MARICOPA
 DV1969  USGS QUAD   -  HOPE (1990)
 DV1969
 DV1969                         *CURRENT SURVEY CONTROL
 DV1969  ___________________________________________________________________
 DV1969* NAD 83(1992)-  33 38 24.55017(N)    113 40 49.95811(W)     ADJUSTED  
 DV1969* NAVD 88     -       448.7    (meters)    1472.     (feet)  VERTCON   
 DV1969  ___________________________________________________________________
 DV1969  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DV1969  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1969
 DV1969  HORZ ORDER  -  SECOND
 DV1969
 DV1969.The horizontal coordinates were established by classical geodetic methods
 DV1969.and adjusted by the National Geodetic Survey in June 1998..
 DV1969
 DV1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1969
 DV1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1969
 DV1969.The geoid height was determined by GEOID03.
 DV1969
 DV1969;                    North         East     Units Scale Factor Converg.
 DV1969;SPC AZ C     -   294,139.497    49,726.961   MT  1.00023001   -0 58 38.5
 DV1969;SPC AZ C     -   965,024.60    163,146.20   iFT  1.00023001   -0 58 38.5
 DV1969;SPC AZ W     -   292,755.824   219,803.187   MT  0.99993384   +0 02 18.5
 DV1969;SPC AZ W     -   960,484.99    721,139.06   iFT  0.99993384   +0 02 18.5
 DV1969;UTM  12      - 3,725,481.162   251,383.354   MT  1.00036208   -1 29 08.6
 DV1969
 DV1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1969!SPC AZ C     -   0.99993446  x   1.00023001  =   1.00016446
 DV1969!SPC AZ W     -   0.99993446  x   0.99993384  =   0.99986831
 DV1969!UTM  12      -   0.99993446  x   1.00036208  =   1.00029652
 DV1969
 DV1969:                Primary Azimuth Mark                     Grid Az
 DV1969:SPC AZ C     -  BRADFORD AZ MK                           011 36 07.3
 DV1969:SPC AZ W     -  BRADFORD AZ MK                           010 35 10.3
 DV1969:UTM  12      -  BRADFORD AZ MK                           012 06 37.4
 DV1969
 DV1969|---------------------------------------------------------------------|
 DV1969| PID    Reference Object                     Distance      Geod. Az  |
 DV1969|                                                           dddmmss.s |
 DV1969| CH2788 BRADFORD AZ MK                                     0103728.8 |
 DV1969| CH2789 BRADFORD RM 1                        10.293 METERS 02355     |
 DV1969| CH2790 BRADFORD RM 2                         7.612 METERS 09412     |
 DV1969|---------------------------------------------------------------------|
 DV1969
 DV1969                          SUPERSEDED SURVEY CONTROL
 DV1969
 DV1969  NAD 83(1992)-  33 38 24.55017(N)    113 40 49.95811(W) AD(       ) 2
 DV1969  NAD 83(1986)-  33 38 24.54383(N)    113 40 49.97125(W) AD(       ) 2
 DV1969  NAD 27      -  33 38 24.42200(N)    113 40 47.21910(W) AD(       ) 2
 DV1969  NGVD 29 (07/19/86)  448.0    (m)         1470.     (f) VERT ANG       
 DV1969
 DV1969.Superseded values are not recommended for survey control.
 DV1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1969.See file dsdata.txt to determine how the superseded data were derived.
 DV1969
 DV1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5138325481(NAD 83)
 DV1969_MARKER: DS = TRIANGULATION STATION DISK
 DV1969_SETTING: 80 = SET IN A BOULDER
 DV1969_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1969+STABILITY: SURFACE MOTION
 DV1969
 DV1969  HISTORY     - Date     Condition        Report By
 DV1969  HISTORY     - 1949     MONUMENTED       CGS
 DV1969  HISTORY     - 1962     GOOD             CGS
 DV1969  HISTORY     - 1985     GOOD             AZDT
 DV1969
 DV1969                          STATION DESCRIPTION
 DV1969
 DV1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1969'STATION LOCATED ON THE SOUTHWEST END OF A LOW, BLACK RIDGE,
 DV1969'WEST OF THE HIGHEST POINT OF THE RIDGE, ABOUT 6 MILES
 DV1969'SOUTH-SOUTHEAST OF HOPE, ABOUT 4 MILES EAST-NORTHEAST OF BRADFORD
 DV1969'WELL, 12 FEET EAST OF A CAIRN, PROJECTS 12 INCHES, AND
 DV1969'STAMPED, BRADFORD 1948.
 DV1969'
 DV1969'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES LOWER THAN STATION,
 DV1969'PROJECTS 8 INCHES, AND STAMPED, BRADFORD NO 1 1948.
 DV1969'
 DV1969'REFERENCE MARK NO. 2 IS ABOUT 18 INCHES LOWER THAN STATION,
 DV1969'PROJECTS 4 INCHES, AND STAMPED, BRADFORD NO 2 1948.
 DV1969'
 DV1969'AZIMUTH MARK IS LOCATED ON A SMALL, LOW, ROCKY, BLACK KNOLL
 DV1969'SEPERATED FROM AND TO THE NORTH OF THE STATION RIDGE, 5 FEET WEST
 DV1969'OF A WHITE WITNESS POST, PROJECTS 2 INCHES, AND STAMPED, BRADFORD
 DV1969'1948.
 DV1969'
 DV1969'TO REACH FROM HOPE, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR 2.6
 DV1969'MILES TO A DIRT ROAD ON LEFT.  TURN LEFT, SOUTH, AND GO 1.2
 DV1969'MILE TO A FORK.  TAKE LEFT FORK, TRACK ROAD, AND GO SOUTHEASTERLY
 DV1969'FOR 5.7 MILES.  TURN LEFT, EAST, AND GO ACROSS COUNTRY TOWARD
 DV1969'BLACK RIDGE FOR 0.7 MILE TO END OF TRUCK TRAVEL ON THE NORTH
 DV1969'SIDE OF RIDGE.  PACK SOUTH TO TOP OF RIDGE AND STATION AS
 DV1969'DESCRIBED ABOVE.  A 10-MINUTE PACK.
 DV1969'
 DV1969'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, GO NORTH ACROSS
 DV1969'COUNTRY FOR 0.7 MILE TO BASE OF SMALL KNOLL AND AZIMUTH MARK
 DV1969'ON TOP OF KNOLL AS DESCRIBED ABOVE.
 DV1969
 DV1969                          STATION RECOVERY (1962)
 DV1969
 DV1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1969'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DV1969'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE ORIGINAL
 DV1969'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 DV1969'MARK NUMBER 2 AND A SECOND SET OF OBSERVATIONS WERE TAKEN
 DV1969'AND THE RESULTS MEANED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV1969'
 DV1969'STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF BRENDA,
 DV1969'ABOUT 8 MILES SOUTH OF HOPE AND ABOUT 3-1/2 MILES NORTH OF
 DV1969'A EARTHEN WATER TANK.
 DV1969'
 DV1969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60, 70 AND STATE
 DV1969'ROUTE 72 AT HOPE, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR 3.65
 DV1969'MILES TO CROSSROAD AND SHELL SERVICE STATION ON RIGHT, TURN
 DV1969'LEFT AND GO SOUTH ON MAIN BLADED ROAD FOR 3.4 MILES TO MATHEWS
 DV1969'RANCH HOUSE ON RIGHT, CONTINUE SOUTH ON MAIN BLADED ROAD FOR
 DV1969'4.5 MILES TO BLADED SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY
 DV1969'FOLLOWING MAIN BLADED ROAD FOR 5.3 MILES TO A FENCE CORNER,
 DV1969'KEEP TO THE RIGHT OF FENCE AND GO EASTERLY FOLLOWING ALONG
 DV1969'FENCE FOR 0.3 MILE TO FENCE CORNER AND EARTHEN WATER TANK
 DV1969'ON LEFT, BEAR LEFT AND GO NORTHERLY FOLLOWING TRACK ROAD
 DV1969'TO THE FENCE, THENCE NORTHEASTERLY FOLLOWING FENCE FOR
 DV1969'0.7 MILE TO THE FENCE CORNER, TURN LEFT AND GO NORTHWEST
 DV1969'ALONG RIGHT SIDE OF FENCE FOR 1.2 MILES TO A FENCE
 DV1969'CORNER, BEAR RIGHT AND GO NORTH-NORTHEASTERLY ON TRACK ROAD
 DV1969'FOR 0.4 MILE TO STATION FIVE ON RIGHT, CONTINUE NORTHEAST ON
 DV1969'TRACK ROAD FOR 0.45 MILE TO WHERE TRACK ROAD JUNCTIONS
 DV1969'WITH A DIM TRACK ROAD, TURN LEFT AND GO NORTHWEST FOLLOWING
 DV1969'TRACK ROAD 1.0 MILE TO A OPEN DESERT AREA, TURN RIGHT AND
 DV1969'GO NORTH AND THEN NORTHWEST FOLLOWING TRACK ROAD WHICH CURVES
 DV1969'CONSTANTLY FOR 0.55 MILE TO THE SOUTH SIDE OF RIDGE AND END
 DV1969'OF TRUCK TRAVEL.  FROM HERE PACK NORTHEASTERLY TO TOP OF
 DV1969'HILL AND STATION.
 DV1969'
 DV1969'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED BRADFORD
 DV1969'1948, IS SET IN A DRILL HOLE IN TOP OF A ROUND SHAPED OUTCROPPING
 DV1969'BEDROCK FORMATION WHICH PROJECTS ABOVE THE GROUND ABOUT 12
 DV1969'INCHES.  THE MARK IS 10 FEET EAST OF A CAIRN.
 DV1969'
 DV1969'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BRADFORD
 DV1969'NO 1 1948, IS SET IN TOP OF OUTCROPPING BEDROCK WHICH PROJECTS
 DV1969'ABOUT 8 INCHES ABOVE THE GROUND.  THE MARK IS 33 FEET
 DV1969'NORTH-NORTHEAST OF A CAIRN.
 DV1969'
 DV1969'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BRADFORD
 DV1969'NO 2 1948, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DV1969'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS
 DV1969'34 FEET EAST OF A CAIRN.
 DV1969'
 DV1969'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BRADFORD 1948, IS
 DV1969'SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH PROJECTS ABOUT
 DV1969'2 FEET.  THE MARK IS 5 FEET WEST OF THE WITNESS POST AND IS
 DV1969'LOCATED ON TOP OF A SMALL, ROCKY BLACK KNOLL.
 DV1969'
 DV1969'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 DV1969'WEST-NORTHWEST AROUND SOUTH SIDE OF RIDGE FOR 0.5 MILE TO WEST
 DV1969'SIDE OF RIDGE, BEAR RIGHT AND FOLLOW CLEAR DESERT AREA IN A
 DV1969'EASTERLY DIRECTION FOR 0.5 MILE, THENCE BEAR LEFT IN A NORTHERLY
 DV1969'DIRECTION CROSSING SEVERAL WASHES FOR 0.75 MILE TO A SMALL, BLACK
 DV1969'ROCKY KNOLL AND THE AZIMUTH MARK.
 DV1969'
 DV1969'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1969
 DV1969                          STATION RECOVERY (1985)
 DV1969
 DV1969'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1969'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 DV1969'FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1969'
 DV1969'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1969'U.S. HIGHWAY 60 FOR 9.5 MILES TO THE EAST SIDE OF THE CENTRAL ARIZONA
 DV1969'PROJECT CANAL. TRAVEL SOUTH ALONG THE EAST SIDE OF THE CANAL FOR 7.1
 DV1969'MILES TO A RIDGE ON THE LEFT AT MILE POST 54 AND END OF TRUCK TRAVEL.
 DV1969'PACK EAST OVER A HILL CROSSING A SADDLE AND TO THE TOP OF THE SECOND
 DV1969'HILL AND THE STATION.  THE AZIMUTH MARK IS ON TOP OF A LOW ROCKY KNOLL
 DV1969'0.7 MILE NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2130 ***********************************************************************
 DV2130  DESIGNATION -  BRADLEY
 DV2130  PID         -  DV2130
 DV2130  STATE/COUNTY-  AZ/MARICOPA
 DV2130  USGS QUAD   -  AVONDALE SW (1978)
 DV2130
 DV2130                         *CURRENT SURVEY CONTROL
 DV2130  ___________________________________________________________________
 DV2130* NAD 83(1992)-  33 22 23.58640(N)    112 24 46.87269(W)     ADJUSTED  
 DV2130* NAVD 88     -       391.2    (meters)    1283.     (feet)  VERTCON   
 DV2130  ___________________________________________________________________
 DV2130  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DV2130  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2130
 DV2130  HORZ ORDER  -  FIRST
 DV2130
 DV2130.The horizontal coordinates were established by classical geodetic methods
 DV2130.and adjusted by the National Geodetic Survey in August 1993..
 DV2130
 DV2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2130
 DV2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2130
 DV2130.The geoid height was determined by GEOID03.
 DV2130
 DV2130;                    North         East     Units Scale Factor Converg.
 DV2130;SPC AZ C     -   263,250.281   167,174.835   MT  0.99992629   -0 16 23.0
 DV2130;SPC AZ C     -   863,682.02    548,473.87   iFT  0.99992629   -0 16 23.0
 DV2130;UTM  12      - 3,693,554.936   368,554.779   MT  0.99981302   -0 46 38.6
 DV2130
 DV2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2130!SPC AZ C     -   0.99994335  x   0.99992629  =   0.99986964
 DV2130!UTM  12      -   0.99994335  x   0.99981302  =   0.99975638
 DV2130
 DV2130:                Primary Azimuth Mark                     Grid Az
 DV2130:SPC AZ C     -  LITCHFIELD PARK NAF CONT TWR             034 58 45.0
 DV2130:UTM  12      -  LITCHFIELD PARK NAF CONT TWR             035 29 00.6
 DV2130
 DV2130|---------------------------------------------------------------------|
 DV2130| PID    Reference Object                     Distance      Geod. Az  |
 DV2130|                                                           dddmmss.s |
 DV2130| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 7.2 KM 0344222.0 |
 DV2130| DV2126 LITCHFIELD PARK NAF UHF ANT         APPROX. 7.2 KM 0344307.6 |
 DV2130| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 7.5 KM 0353151.5 |
 DV2130| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 8.0 KM 0360638.7 |
 DV2130| CH4422 BRADLEY RM 2                          9.767 METERS 24035     |
 DV2130| CH4420 BRADLEY AZ MK                                      2742458.0 |
 DV2130| CH4421 BRADLEY RM 1                         12.247 METERS 35119     |
 DV2130|---------------------------------------------------------------------|
 DV2130
 DV2130                          SUPERSEDED SURVEY CONTROL
 DV2130
 DV2130  NAD 83(1986)-  33 22 23.58043(N)    112 24 46.87719(W) AD(       ) 1
 DV2130  NAD 27      -  33 22 23.42580(N)    112 24 44.30190(W) AD(       ) 1
 DV2130  NGVD 29 (07/19/86)  390.6    (m)         1281.     (f) VERT ANG       
 DV2130
 DV2130.Superseded values are not recommended for survey control.
 DV2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2130.See file dsdata.txt to determine how the superseded data were derived.
 DV2130
 DV2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6855593555(NAD 83)
 DV2130_MARKER: DS = TRIANGULATION STATION DISK
 DV2130_SETTING: 66 = SET IN ROCK OUTCROP
 DV2130_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2130+STABILITY: POSITION/ELEVATION WELL
 DV2130
 DV2130  HISTORY     - Date     Condition        Report By
 DV2130  HISTORY     - 1934     MONUMENTED       CGS
 DV2130  HISTORY     - 1936     GOOD             CGS
 DV2130  HISTORY     - 1962     GOOD             CGS
 DV2130  HISTORY     - 1965     GOOD             CGS
 DV2130  HISTORY     - 1983     GOOD             AZDT
 DV2130  HISTORY     - 1986     GOOD             AZDT
 DV2130
 DV2130                          STATION DESCRIPTION
 DV2130
 DV2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2130'ABOUT 10-1/2 MILES EAST OF THE VILLAGE OF BUCKEYE, IN SEC. 1,
 DV2130'T. 1 S., R. 2 W., ON THE HIGHEST AND MOST NORTHERLY ONE OF A
 DV2130'GROUP OF LOW HILLS LYING JUST SOUTH OF THE GILA RIVER AND ABOUT
 DV2130'1 MILE SOUTHEAST OF THE J.L. BRADLEY RANCH, NEAR THE SOUTH END
 DV2130'OF THE SUMMIT, ON RIDGE LINE, ABOUT 50 FEET SOUTH-SOUTHEAST
 DV2130'OF THE HIGH POINT.  MARKED BY A STANDARD BRONZE DISK.
 DV2130'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2130'REFERENCE DISK, IS ON HIGH POINT OF SUMMIT, IN
 DV2130'SHARP ROCK OUTCROP, 12.262 METERS (40.23 FEET) FROM
 DV2130'STATION N 08 DEG 41 MIN W.  REFERENCE MARK NO. 2,
 DV2130'A STANDARD BRONZE REFERENCE DISK, IS DOWN THE
 DV2130'WEST SLOPE OF THE SUMMIT, IN LEDGE, 9.758 METERS (32.01 FEET)
 DV2130'FROM STATION S 60 DEG 36 MIN W.  STATION COTTON MAY
 DV2130'BE USED AS THE AZIMUTH MARK.
 DV2130
 DV2130                          STATION RECOVERY (1962)
 DV2130
 DV2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2130'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE
 DV2130'MARK NUMBER 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2130'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.
 DV2130'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DV2130'
 DV2130'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DV2130'
 DV2130'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BUCKEYE, 8 MILES
 DV2130'SOUTHWEST OF AVONDALE AND JUST SOUTH OF THE GILA RIVER NEAR
 DV2130'THE SOUTH END OF A SUMMIT, ABOUT 50 FEET SOUTH-SOUTHEAST OF
 DV2130'THE HIGHEST POINT OF SUMMIT.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE AVONDALE CITY HALL, GO WEST ON
 DV2130'WESTERN AVENUE FOR 0.85 MILE TO TRAFFIC LIGHT AND CROSSROAD
 DV2130'IN GOODYEAR, TURN LEFT AND GO SOUTH FOR 0.75 MILE TO U.S.
 DV2130'HIGHWAY 80, TURN RIGHT AND GO WEST-SOUTHWEST ON U.S. HIGHWAY
 DV2130'80 FOR 4.4 MILES TO COTTON LANE, TURN LEFT ON COTTON LANE FOR
 DV2130'1.0 MILE TO HOUSE ON RIGHT, CONTINUE SOUTH FOR 0.2 MILE TO FORK,
 DV2130'KEEP LEFT FORK FOR 0.1 MILE TO FORK, KEEP RIGHT FORK FOR 0.6
 DV2130'MILE TO A TRACK CROSSROAD, CONTINUE SOUTH BETWEEN FENCES FOR
 DV2130'0.3 MILE TO THREE SMALL YELLOW HOUSES AND FORK, TURN LEFT AND
 DV2130'GO EAST PASSING BETWEEN THE FIRST AND SECOND HOUSE AND CONTINUE
 DV2130'EAST AND NORTHEAST FOLLOWING TRACK ROAD TO A REVERSE FORK FOR
 DV2130'0.5 MILE, KEEP RIGHT FOR 0.1 MILE TO A WHITE IRON GATE
 DV2130'ON RIGHT, TURN RIGHT THROUGH GATE AND GO SOUTHERLY ON GAS
 DV2130'LINE ROAD FOR 0.65 MILE TO A TRACK ROAD LEFT, TURN LEFT OFF
 DV2130'GAS LINE ROAD AND GO 0.1 MILE TO A DIM FORK, KEEP LEFT FORK
 DV2130'AND GO EAST-NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DV2130'LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY
 DV2130'UP TRAIL TO TOP OF HILL AND STATION.  THIS IS ABOUT 20 MINUTE
 DV2130'PACK.
 DV2130'
 DV2130'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DV2130'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BRADLEY 1934.
 DV2130'THE MARK IS 50 FEET SOUTH-SOUTHEAST OF THE HIGHEST PART OF
 DV2130'HILL.
 DV2130'
 DV2130'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2130'IN OUTCROPPING BEDROCK AND IS STAMPED BRADLEY NO 1 1934.  THE
 DV2130'MARK IS ON THE HIGHEST POINT OF HILL AND PROJECTS ABOUT 18
 DV2130'INCHES.
 DV2130'
 DV2130'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2130'IN OUTCROPPING BEDROCK WHICH IS ABOUT 12 FEET LOWER IN ELEVATION
 DV2130'THAN THE STATION AND IS STAMPED BRADLEY NO 2 1934.  THE MARK
 DV2130'IS ON A LEDGE ON THE WEST SIDE OF HILL.
 DV2130'
 DV2130'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV2130'OUTCROPPING BEDROCK AND IS STAMPED BRADLEY 1934.  THE MARK IS 54
 DV2130'FEET NORTH OF A TRACK ROAD, 10 FEET NORTHWEST OF A CAIRN AND
 DV2130'5 FEET NORTHEAST OF A WITNESS POST.
 DV2130'
 DV2130'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2130
 DV2130                          STATION RECOVERY (1965)
 DV2130
 DV2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2130'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DV2130'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2130'THE DIRECTIONS TO BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 DV2130'WERE CHECKED, BUT A SLIGHT DISCREPANCY WAS NOTED IN THE
 DV2130'DISTANCES TO THE REFERENCE MARKS.  THE MEASUREMENT TO REFERENCE
 DV2130'MARK NO. 1 IS 10 MM. SHORTER THAN THE 1962 MEASUREMENT, AND THAT
 DV2130'TO REFERENCE MARK NO. 2 5 MM. LONGER.  A NEW AND COMPLETE
 DV2130'DESCRIPTION FOLLOWS--
 DV2130'
 DV2130'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, ROCKY HILL
 DV2130'ABOUT 10 MILES EAST OF BUCKEYE, 8 MILES SOUTHWEST OF AVONDALE
 DV2130'AND JUST SOUTH OF THE GILA RIVER.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST ON
 DV2130'WESTERN AVENUE FOR 0.85 MILE TO LITCHFIELD ROAD.  TURN LEFT
 DV2130'AND GO SOUTH ON LITCHFIELD ROAD FOR 0.75 MILE TO U.S. HIGHWAY 80.
 DV2130'TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 80 FOR 4.4 MILES TO
 DV2130'COTTON LANE.  TURN LEFT AND GO SOUTHERLY ON COTTON LANE FOR 1.2
 DV2130'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ALONG
 DV2130'A BLADED ROAD FOR 0.45 MILE TO AN INTERSECTION OF 5 BLADED
 DV2130'ROADS.  TAKE THE EXTREME LEFT ROAD AND GO NORTHEAST FOR 0.35
 DV2130'MILE TO THE NORTH END OF A CONCRETE IRRIGATION DITCH.  TURN
 DV2130'RIGHT AND FOLLOW BLADED ROAD SOUTH FOR 0.25 MILE TO A T
 DV2130'INTERSECTION.  TURN LEFT AND GO EAST FOR 0.15 MILE TO ANOTHER T
 DV2130'INTERSECTION AND A WHITE-PAINTED METAL GATE ON THE RIGHT.
 DV2130'TURN RIGHT, THROUGH GATE, AND GO SOUTHERLY FOR 0.65 MILE TO A
 DV2130'TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1
 DV2130'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW DIM TRACK
 DV2130'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AND THE
 DV2130'END OF TRUCK TRAVEL.  PACK EASTERLY UP STEEP HILL FOR
 DV2130'ABOUT 0.3 MILE TO THE SUMMIT AND THE STATION MARK.
 DV2130'PACKING TIME IS ABOUT 20 MINUTES.
 DV2130'
 DV2130'THE STATION MARK IS A STANDARD DISK, STAMPED BRADLEY 1934,
 DV2130'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 DV2130'50 FEET SOUTH OF THE HIGHEST POINT OF THE HILL.
 DV2130'
 DV2130'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BRADLEY
 DV2130'NO 1 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2130'THAT PROJECTS 18 INCHES.  IT IS ON THE HIGHEST POINT OF THE
 DV2130'HILL.
 DV2130'
 DV2130'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BRADLEY NO
 DV2130'2 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 DV2130'12 FEET BELOW THE ELEVATION OF THE STATION MARK.
 DV2130'
 DV2130'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRADLEY 1934,
 DV2130'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 54
 DV2130'FEET NORTH OF THE CENTER OF A TRACK ROAD, 10 FEET NORTHWEST
 DV2130'OF A CAIRN AND 5 FEET NORTHEAST OF A METAL WITNESS POST.
 DV2130'
 DV2130'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DV2130
 DV2130                          STATION RECOVERY (1983)
 DV2130
 DV2130'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV2130'THE DRILL HOLE FOR THE STATION MARK WAS RECOVERED WITH THE DISK
 DV2130'MISSING.  A NEW STATION MARK STAMPED---BRADLEY 1934 1983---WAS SET ON
 DV2130'THE ORIGINAL POSITION.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DV2130'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 80 AND
 DV2130'LITCHFIELD ROAD IN AVONDALE TRAVEL WEST ALONG U. S. 80 FOR 1.2 MILES
 DV2130'TO BULLARD ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 2.5 MILES TO VINEYARD
 DV2130'AVENUE.  TURN RIGHT AND TRAVEL WEST FOR 1.1 MILES TO REEMS ROAD,
 DV2130'CONTINUE SOUTH ALONG THE WEST SIDE OF THE GOLF COURSE FOR 0.4 MILE TO
 DV2130'A GATE.  PASS THROUGH GATE AND TRAVEL WEST 0.25 MILE TO A BLADED ROAD
 DV2130'ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.1 MILE TO A BLADED
 DV2130'ROAD RIGHT.  TURN RIGHT AND CONTINUE WEST FOR 0.7 MILE TO A BLADED
 DV2130'ROAD.  TURN LEFT FOR 0.25 MILE TO A FORK AT A POWER LINE.  TAKE RIGHT
 DV2130'FORK FOR 0.6 MILE TO A GAS LINE, TURN LEFT ALONG GAS LINE FOR 0.6 MILE
 DV2130'TO A TRAIL LEFT.  TURN LEFT FOR 0.1 MILE TO A FORK.  TURN LEFT FOR
 DV2130'0.25 MILE TO THE AZIMUTH MARK.  PACK TO THE LOW SADDLE TO THE NORTH
 DV2130'AND THEN SOUTH TO THE STATION.
 DV2130
 DV2130                          STATION RECOVERY (1986)
 DV2130
 DV2130'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2130'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0940 ***********************************************************************
 EU0940  DESIGNATION -  BREEZE
 EU0940  PID         -  EU0940
 EU0940  STATE/COUNTY-  AZ/MOHAVE
 EU0940  USGS QUAD   -  WARM SPRINGS SW (1970)
 EU0940
 EU0940                         *CURRENT SURVEY CONTROL
 EU0940  ___________________________________________________________________
 EU0940* NAD 83(1992)-  34 45 57.70475(N)    114 28 42.71773(W)     ADJUSTED  
 EU0940* NAVD 88     -       195.12   (+/-2cm)     640.2    (feet)  VERTCON   
 EU0940  ___________________________________________________________________
 EU0940  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EU0940  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 EU0940
 EU0940  HORZ ORDER  -  FIRST
 EU0940  VERT ORDER  -  THIRD ? (See Below)
 EU0940
 EU0940.The horizontal coordinates were established by classical geodetic methods
 EU0940.and adjusted by the National Geodetic Survey in August 1993..
 EU0940
 EU0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0940.The vertical order pertains to the NGVD 29 superseded value.
 EU0940
 EU0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0940
 EU0940.The geoid height was determined by GEOID03.
 EU0940
 EU0940;                    North         East     Units Scale Factor Converg.
 EU0940;SPC AZ W     -   417,876.152   146,668.643   MT  0.99998813   -0 24 55.6
 EU0940;SPC AZ W     - 1,370,984.75    481,196.34   iFT  0.99998813   -0 24 55.6
 EU0940;SPC CA 5     -   646,080.097 2,322,289.635   MT  0.99992216   +2 00 26.2
 EU0940;SPC CA 5     - 2,119,681.12  7,619,045.24   sFT  0.99992216   +2 00 26.2
 EU0940;UTM  11      - 3,849,993.683   730,767.338   MT  1.00025641   +1 26 18.4
 EU0940
 EU0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0940!SPC AZ W     -   0.99997419  x   0.99998813  =   0.99996232
 EU0940!SPC CA 5     -   0.99997419  x   0.99992216  =   0.99989635
 EU0940!UTM  11      -   0.99997419  x   1.00025641  =   1.00023059
 EU0940
 EU0940:                Primary Azimuth Mark                     Grid Az
 EU0940:SPC AZ W     -  TOPOCK EL PASO NATL GAS CO TK            136 01 55.2
 EU0940:SPC CA 5     -  TOPOCK EL PASO NATL GAS CO TK            133 36 33.4
 EU0940:UTM  11      -  TOPOCK EL PASO NATL GAS CO TK            134 10 41.2
 EU0940
 EU0940|---------------------------------------------------------------------|
 EU0940| PID    Reference Object                     Distance      Geod. Az  |
 EU0940|                                                           dddmmss.s |
 EU0940| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 5.6 KM 1353659.6 |
 EU0940| CC5252 BREEZE RM 2                          13.370 METERS 26910     |
 EU0940| CC5250 BREEZE AZ MK                                       3524935.9 |
 EU0940| CC5251 BREEZE RM 1                          14.552 METERS 35737     |
 EU0940|---------------------------------------------------------------------|
 EU0940
 EU0940                          SUPERSEDED SURVEY CONTROL
 EU0940
 EU0940  NAD 83(1986)-  34 45 57.71055(N)    114 28 42.72415(W) AD(       ) 1
 EU0940  NAD 27      -  34 45 57.68726(N)    114 28 39.86292(W) AD(       ) 1
 EU0940  NGVD 29 (07/19/86)  194.48   (m)          638.1    (f) LEVELING    3  
 EU0940
 EU0940.Superseded values are not recommended for survey control.
 EU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0940.See file dsdata.txt to determine how the superseded data were derived.
 EU0940
 EU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3076749994(NAD 83)
 EU0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EU0940_SETTING: 80 = SET IN A BOULDER
 EU0940_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0940
 EU0940  HISTORY     - Date     Condition        Report By
 EU0940  HISTORY     - 1935     MONUMENTED       CGS
 EU0940  HISTORY     - 1948     GOOD             USGS
 EU0940  HISTORY     - 1955     GOOD             CGS
 EU0940  HISTORY     - 1961     GOOD             CGS
 EU0940  HISTORY     - 1964     GOOD             CGS
 EU0940
 EU0940                          STATION DESCRIPTION
 EU0940
 EU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0940'STATION IS 3.7 MILES BY HIGHWAY NNE OF THE TOWN OF TOPOCK,
 EU0940'AND ABOUT 50 YARDS W OF THE HIGHWAY ON LEVEL GROUND.
 EU0940'
 EU0940'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 EU0940'IN DRILL HOLES IN BOULDERS.
 EU0940'
 EU0940'STATION IS REACHED FROM TOPOCK AS FOLLOWS--TAKE U.S. HIGHWAY
 EU0940'66 GOING N AND GO 3.7 MILES, TURN LEFT OFF THE HIGHWAY AND GO
 EU0940'ABOUT 50 YARDS TO THE STATION.  A DRIVE STATION.
 EU0940
 EU0940                          STATION RECOVERY (1948)
 EU0940
 EU0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 EU0940'RECOVERED IN GOOD CONDITION.
 EU0940
 EU0940                          STATION RECOVERY (1955)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0940'RECOVERED- THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 EU0940'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 EU0940'FOLLOWING ADDITIONAL INFORMATION.
 EU0940'
 EU0940'THE MILEAGE ALONG RTE 66 NORTH OF TOPOCK SHOULD BE MEASURED
 EU0940'ALONG THE OLD ROUTE AS HIGHWAY 66 HAS BEEN RELOCATED.  THE
 EU0940'STATION IS ABOUT 1374 FEET WEST OF THE CIVIL AERONAUTICS
 EU0940'ADMINISTRATION VOR RANGE STRUCTURE.
 EU0940
 EU0940                          STATION RECOVERY (1961)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0940'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 EU0940'GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 EU0940'AND DIRECTIONS TO THE REFERENCE MARKS, A SECOND SET OF
 EU0940'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  A NEW AZIMUTH
 EU0940'MARK WAS ESTABLISHED BY THIS PARTY.  DUE TO SEVERAL CHANGES
 EU0940'A NEW DESCRIPTION FOLLOWS.
 EU0940'
 EU0940'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF THE VILLAGE
 EU0940'OF TOPOCK AND ABOUT 50 YARDS WEST OF OLD U.S. HIGHWAY 66 ON
 EU0940'LEVEL GROUND.
 EU0940'
 EU0940'TO REACH THE STATION FROM THE FORKS IN ROAD JUST EAST OF THE
 EU0940'BRIDGE IN TOPOCK, TAKE LEFT FORK (OLD U.S. HIGHWAY 66) PASSING
 EU0940'UNDER RAILROAD AND GO NORTH FOR 3.9 MILES TO THE VOR INSTALLATION
 EU0940'ON THE RIGHT AND THE STATION ON THE LEFT.
 EU0940'
 EU0940'STATION MARK, A STANDARD STATION DISK SET IN A DRILL HOLE IN A
 EU0940'BOULDER WHICH PROJECTS 4-INCHES AND IS STAMPED BREEZE 1934.
 EU0940'THE MARK IS 239 FEET EAST-NORTHEAST OF A POWER POLE, 220 FEET
 EU0940'WEST-SOUTHWEST OF THE CENTER OF ROAD AND 5.5 FEET NORTH OF A
 EU0940'WITNESS POST.
 EU0940'
 EU0940'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 EU0940'HOLE IN A BOULDER WHICH PROJECTS 6-INCHES AND IS STAMPED
 EU0940'BREEZE NO 1 1934.  THE MARK IS 218 FEET WEST-SOUTHWEST OF THE
 EU0940'CENTER OF ROAD AND 53.2 FEET NORTH OF A WITNESS POST.
 EU0940'
 EU0940'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 EU0940'IN A BOULDER WHICH PROJECTS 4-INCHES AND IS STAMPED BREEZE NO
 EU0940'2 1934.  THE MARK IS 203 FEET NORTHEAST OF A POWER POLE AND
 EU0940'43.6 FEET WEST OF A WITNESS POST.
 EU0940'
 EU0940'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH
 EU0940'SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS STAMPED
 EU0940'BREEZE 1934.  THE MARK IS 53 FEET SOUTH-SOUTHEAST OF ROAD SIGN
 EU0940'CATMAN, 33 FEET NORTHEAST OF THE CENTER OF ROAD AND 1.7 FEET
 EU0940'NORTHEAST OF A WITNESS POST.
 EU0940
 EU0940                          STATION RECOVERY (1964)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0940'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 EU0940'CONDITION EXCEPT AS NOTED.  REFERENCE MARK NUMBER ONE HAS
 EU0940'APPARENTLY BEEN RUN OVER BY A TRACTOR AND MOVED.  THE
 EU0940'AZIMUTH MARK FOR STATION TOPOCK DESCRIBED AS COMMON TO THIS
 EU0940'STATION IN 1948 IS NOT VISIBLE.  A MORE COMPLETE DESCRIPTION
 EU0940'FOLLOWS--
 EU0940'
 EU0940'THE STATION IS LOCATED 19-3/4 MILES SOUTH-SOUTHWEST OF OATMAN,
 EU0940'8 MILES SOUTHEAST OF NEEDLES, AND 3-1/4 MILES NORTH OF TOPOCK.  IT
 EU0940'IS ABOUT 0.2 MILE WEST OF THE NEEDLES VORTAC STATION ON A FLAT,
 EU0940'GRAVEL-COVERED BENCH.
 EU0940'
 EU0940'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, GO NORTH
 EU0940'UNDER THE RAILROAD BRIDGE ON THE ROAD TO OATMAN FOR 3.7 MILES
 EU0940'TO THE VORTAC ON THE RIGHT AND THE STATION ON THE LEFT.
 EU0940'
 EU0940'THE STATION MARK IS A STANDARD DISK STAMPED BREEZE 1934
 EU0940'CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED BOULDER 12
 EU0940'INCHES LONG AND 8 INCHES WIDE PROJECTING 6 INCHES ABOVE GROUND.
 EU0940'IT IS 220 FEET WEST OF THE CENTER OF A PAVED ROAD AND 5.7 FEET
 EU0940'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 EU0940'
 EU0940'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BREEZE
 EU0940'NO 1 1934 CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED
 EU0940'BOULDER 10 INCHES LONG AND 6 INCHES WIDE PROJECTING 6 INCHES
 EU0940'ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 EU0940'
 EU0940'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BREEZE
 EU0940'NO 2 1934 CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED
 EU0940'BOULDER 15 INCHES LONG AND 12 INCHES WIDE PROJECTING 4 INCHES
 EU0940'ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0891 ***********************************************************************
 DW0891  DESIGNATION -  BREWER
 DW0891  PID         -  DW0891
 DW0891  STATE/COUNTY-  AZ/LA PAZ
 DW0891  USGS QUAD   -  LA PAZ MTN (1970)
 DW0891
 DW0891                         *CURRENT SURVEY CONTROL
 DW0891  ___________________________________________________________________
 DW0891* NAD 83(1992)-  33 41 37.15099(N)    114 25 15.64247(W)     ADJUSTED  
 DW0891* NAVD 88     -       409.7    (meters)    1344.     (feet)  VERTCON   
 DW0891  ___________________________________________________________________
 DW0891  EPOCH DATE  -        1991.35
 DW0891  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DW0891  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DW0891
 DW0891  HORZ ORDER  -  FIRST
 DW0891
 DW0891.The horizontal coordinates were established by classical geodetic methods
 DW0891.and adjusted by the National Geodetic Survey in June 1996..
 DW0891.The horizontal coordinates are valid at the epoch date displayed above.
 DW0891.The epoch date for horizontal control is a decimal equivalence
 DW0891.of Year/Month/Day.
 DW0891
 DW0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0891
 DW0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0891
 DW0891.The geoid height was determined by GEOID03.
 DW0891
 DW0891;                    North         East     Units Scale Factor Converg.
 DW0891;SPC AZ W     -   298,889.406   151,150.667   MT  0.99998103   -0 22 20.1
 DW0891;SPC AZ W     -   980,608.29    495,901.14   iFT  0.99998103   -0 22 20.1
 DW0891;SPC CA 6     -   670,836.351 2,169,561.693   MT  0.99997379   +1 00 18.2
 DW0891;SPC CA 6     - 2,200,902.26  7,117,970.32   sFT  0.99997379   +1 00 18.2
 DW0891;UTM  11      - 3,731,175.444   739,046.802   MT  1.00030453   +1 25 53.0
 DW0891
 DW0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0891!SPC AZ W     -   0.99994075  x   0.99998103  =   0.99992178
 DW0891!SPC CA 6     -   0.99994075  x   0.99997379  =   0.99991454
 DW0891!UTM  11      -   0.99994075  x   1.00030453  =   1.00024526
 DW0891
 DW0891|---------------------------------------------------------------------|
 DW0891| PID    Reference Object                     Distance      Geod. Az  |
 DW0891|                                                           dddmmss.s |
 DW0891| CE9024 BREWER RM 1                          11.682 METERS 14044     |
 DW0891| CE9025 BREWER RM 2                           2.975 METERS 31657     |
 DW0891| CF0961 LAPEL                                              3464438.9 |
 DW0891|---------------------------------------------------------------------|
 DW0891
 DW0891                          SUPERSEDED SURVEY CONTROL
 DW0891
 DW0891  NAD 83(1992)-  33 41 37.15051(N)    114 25 15.64198(W) AD(       ) 1
 DW0891  NAD 83(1986)-  33 41 37.15081(N)    114 25 15.64695(W) AD(       ) 1
 DW0891  NAD 27      -  33 41 37.06900(N)    114 25 12.81400(W) AD(       ) 1
 DW0891  NGVD 29 (07/19/86)  409.0    (m)         1342.     (f) VERT ANG       
 DW0891
 DW0891.Superseded values are not recommended for survey control.
 DW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0891.See file dsdata.txt to determine how the superseded data were derived.
 DW0891
 DW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3904731175(NAD 83)
 DW0891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0891_SETTING: 66 = SET IN ROCK OUTCROP
 DW0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0891
 DW0891  HISTORY     - Date     Condition        Report By
 DW0891  HISTORY     - 1935     MONUMENTED       CGS
 DW0891  HISTORY     - 1949     GOOD             USGS
 DW0891  HISTORY     - 1954     GOOD             USGS
 DW0891
 DW0891                          STATION DESCRIPTION
 DW0891
 DW0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0891'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOUNTAINS
 DW0891'LYING NW OF THE LA PAZ MINING DISTRICT, ABOUT 11-1/2 MILES
 DW0891'AIR LINE NE OF THE TOWN OF BLYTHE, CALIF., AND 7 MILES E OF THE
 DW0891'MOST WESTERN BEND OF THE COLORADO RIVER IN THAT VICINITY.
 DW0891'IT IS ABOUT 5 MILES AIR LINE N OF U.S. HIGHWAY 60.  THE STATION
 DW0891'IS ON A SMALL DOME-LIKE PEAK ON THE NNW END OF THE HIGHEST
 DW0891'RIDGE ON THE WESTERN END OF A SMALL RANGE OF MOUNTAINS.
 DW0891'
 DW0891'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0891'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0891'
 DW0891'THE AZIMUTH MARK IS A U.S.G.S. CAIRN 1/4 MILE N ON THE NEXT
 DW0891'HIGHEST POINT OF THE RIDGE.
 DW0891'
 DW0891'TO REACH THE STATION FROM BLYTHE, GO E ON U.S. HIGHWAY 60
 DW0891'10.0 MILES TO A ROAD JUST E OF A CONCRETE BRIDGE.  TURN LEFT
 DW0891'ON THE DIRT ROAD AND FOLLOW MAIN-TRAVELED ROAD 2.1 MILES TO
 DW0891'A CROSSROADS.  CONTINUE STRAIGHT AHEAD 1.2 MILES AND TAKE LEFT
 DW0891'FORK (CONTINUING E UP THE WASH), GO 0.3 MILE, TAKE LEFT FORK
 DW0891'0.2 MILE, TURN LEFT PASSING OVER N BANK OF WASH AND GO 0.6
 DW0891'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE GO N ACROSS THE
 DW0891'WIDE WASH, THENCE UP THE CANYON TO THE N TO ITS SUMMIT.  THEN
 DW0891'NW ALONG THE RIDGE TO THE STATION.
 DW0891
 DW0891                          STATION RECOVERY (1949)
 DW0891
 DW0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DW0891'RECOVERED IN GOOD CONDITION.
 DW0891'
 DW0891'NOTE--RM 1 WAS NOT FOUND.
 DW0891
 DW0891                          STATION RECOVERY (1954)
 DW0891
 DW0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1033 ***********************************************************************
 ET1033  DESIGNATION -  BRIDLE
 ET1033  PID         -  ET1033
 ET1033  STATE/COUNTY-  AZ/YAVAPAI
 ET1033  USGS QUAD   -  THORN PEAK (1967)
 ET1033
 ET1033                         *CURRENT SURVEY CONTROL
 ET1033  ___________________________________________________________________
 ET1033* NAD 83(1992)-  34 24 41.80349(N)    113 13 30.60726(W)     ADJUSTED  
 ET1033* NAVD 88     -       798.7    (meters)    2620.     (feet)  VERTCON   
 ET1033  ___________________________________________________________________
 ET1033  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 ET1033  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ET1033
 ET1033  HORZ ORDER  -  SECOND
 ET1033
 ET1033.The horizontal coordinates were established by classical geodetic methods
 ET1033.and adjusted by the National Geodetic Survey in August 1993..
 ET1033
 ET1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1033
 ET1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1033
 ET1033.The geoid height was determined by GEOID03.
 ET1033
 ET1033;                    North         East     Units Scale Factor Converg.
 ET1033;SPC AZ C     -   379,084.152    93,068.731   MT  1.00007831   -0 44 22.4
 ET1033;SPC AZ C     - 1,243,714.41    305,343.61   iFT  1.00007831   -0 44 22.4
 ET1033;UTM  12      - 3,810,041.210   295,488.216   MT  1.00011557   -1 15 28.6
 ET1033
 ET1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1033!SPC AZ C     -   0.99987920  x   1.00007831  =   0.99995750
 ET1033!UTM  12      -   0.99987920  x   1.00011557  =   0.99999476
 ET1033
 ET1033|---------------------------------------------------------------------|
 ET1033| PID    Reference Object                     Distance      Geod. Az  |
 ET1033|                                                           dddmmss.s |
 ET1033| CH2797 BRIDLE RM 1                           6.031 METERS 25643     |
 ET1033| ET1057 DUMPY                               APPROX. 8.4 KM 3134610.9 |
 ET1033| CH2798 BRIDLE RM 2                           9.337 METERS 35754     |
 ET1033|---------------------------------------------------------------------|
 ET1033
 ET1033                          SUPERSEDED SURVEY CONTROL
 ET1033
 ET1033  NAD 83(1986)-  34 24 41.80270(N)    113 13 30.61315(W) AD(       ) 2
 ET1033  NAD 27      -  34 24 41.73121(N)    113 13 27.90311(W) AD(       ) 2
 ET1033  NGVD 29 (07/19/86)  798.0    (m)         2618.     (f) VERT ANG       
 ET1033
 ET1033.Superseded values are not recommended for survey control.
 ET1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1033.See file dsdata.txt to determine how the superseded data were derived.
 ET1033
 ET1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9548810041(NAD 83)
 ET1033
 ET1033  HISTORY     - Date     Condition        Report By
 ET1033  HISTORY     - 1966     MONUMENTED       USGS
 ET1033  HISTORY     - 1980     GOOD             AZDT
 ET1033
 ET1033                          STATION DESCRIPTION
 ET1033
 ET1033'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1033'THE STATION IS LOCATED ABOUT 11 1/2 MILES WEST SOUTHWEST OF BAGDAD,
 ET1033'29 1/2 MILES EAST SOUTHEAST OF WIKIEUP, 4 MILES WEST NORTHWEST OF THE
 ET1033'SANTA MARIE RIVER AND 1200 FEET EAST NORTHEAST OF US HIGHWAY 93.
 ET1033'
 ET1033'THE STATION MARK IS A USGS DISK STAMPED BRIDLE 1966.  THE MARK IS SET
 ET1033'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET1033'
 ET1033'REFERENCE MARK 1 IS A USGS DISK STAMPED, RM 1 1966.  IT IS SET IN A
 ET1033'DRILL HOLE IN A BOULDER.
 ET1033'
 ET1033'REFERENCE MARK 2 IS A USGS DISK STAMPED, RM 2 1966.  IT IS SET IN A
 ET1033'DRILL HOLE IN A BOULDER.
 ET1033'
 ET1033'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1033'ALONG US HIGHWAY 93 FOR 31 MILES TO ARIZONA HIGHWAY 97, CONTINUE AHEAD
 ET1033'ABOUT 500 FEET TO A CORRAL ON LEFT, PASS THROUGH GATE AND CONTINUE TO
 ET1033'POWERLINE TRAIL, TURN RIGHT ON POWERLINE TRAIL FOR ABOUT 1.6 MILES TO
 ET1033'A POWERLINE TOWER AT THE HIGHEST POINT ON RIDGE.  THE STATION IS ABOUT
 ET1033'300 FEET UP THE RIDGE ON ROCKY NOSE OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0242 ***********************************************************************
 GO0242  DESIGNATION -  BRINDLE
 GO0242  PID         -  GO0242
 GO0242  STATE/COUNTY-  AZ/APACHE
 GO0242  USGS QUAD   -  TALL MESA (1968)
 GO0242
 GO0242                         *CURRENT SURVEY CONTROL
 GO0242  ___________________________________________________________________
 GO0242* NAD 83(1992)-  36 40 02.52126(N)    109 45 08.16986(W)     ADJUSTED  
 GO0242* NAVD 88     -      1722.2    (meters)    5650.     (feet)  VERTCON   
 GO0242  ___________________________________________________________________
 GO0242  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GO0242  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0242
 GO0242  HORZ ORDER  -  THIRD
 GO0242
 GO0242.The horizontal coordinates were established by classical geodetic methods
 GO0242.and adjusted by the National Geodetic Survey in August 1993..
 GO0242
 GO0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0242
 GO0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0242
 GO0242.The geoid height was determined by GEOID03.
 GO0242
 GO0242;                    North         East     Units Scale Factor Converg.
 GO0242;SPC AZ E     -   628,639.996   250,402.636   MT  0.99991690   +0 14 50.9
 GO0242;SPC AZ E     - 2,062,467.18    821,530.96   iFT  0.99991690   +0 14 50.9
 GO0242;UTM  12      - 4,058,698.432   611,502.436   MT  0.99975317   +0 44 42.7
 GO0242
 GO0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0242!SPC AZ E     -   0.99973304  x   0.99991690  =   0.99964996
 GO0242!UTM  12      -   0.99973304  x   0.99975317  =   0.99948627
 GO0242
 GO0242:                Primary Azimuth Mark                     Grid Az
 GO0242:SPC AZ E     -  MESITA                                   171 55 00.9
 GO0242:UTM  12      -  MESITA                                   171 25 09.1
 GO0242
 GO0242|---------------------------------------------------------------------|
 GO0242| PID    Reference Object                     Distance      Geod. Az  |
 GO0242|                                                           dddmmss.s |
 GO0242| GO0261 MESITA                              APPROX.18.4 KM 1720951.8 |
 GO0242|---------------------------------------------------------------------|
 GO0242
 GO0242                          SUPERSEDED SURVEY CONTROL
 GO0242
 GO0242  NAD 83(1986)-  36 40 02.52128(N)    109 45 08.17015(W) AD(       ) 3
 GO0242  NGVD 29 (08/22/88) 1721.3    (m)         5647.     (f) VERT ANG       
 GO0242
 GO0242.Superseded values are not recommended for survey control.
 GO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0242.See file dsdata.txt to determine how the superseded data were derived.
 GO0242
 GO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1150258698(NAD 83)
 GO0242_MARKER: DS = TRIANGULATION STATION DISK
 GO0242_SETTING: 80 = SET IN A BOULDER
 GO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0242+STABILITY: SURFACE MOTION
 GO0242
 GO0242  HISTORY     - Date     Condition        Report By
 GO0242  HISTORY     - 1949     MONUMENTED       USGS
 GO0242  HISTORY     - 1968     GOOD             USGS
 GO0242
 GO0242                          STATION DESCRIPTION
 GO0242
 GO0242'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0242'LOCATED ABOUT 5 MI SW. OF ROCK POINT TRADING POST, 5 MI SSW. OF
 GO0242'SETSILTSO SPRINGS.  ON CONSPICUOUS FLAT-TOPPED ISOLATED BARE BUTTE
 GO0242'235 FT FROM NORTHNORTHWEST END OF BUTTE, 85 FT SSE. OF SADDLE AND
 GO0242'100 FT N. OF SOUTH BREAK.
 GO0242'
 GO0242'TO REACH FROM ROCK POINT TRADING POST, DRIVE 0.6 MI NNW. TO
 GO0242'X-RDS.  CONTINUE 0.2 MI N. TO FORKS.  TURN LEFT 0.2 MI NW. TO FORD
 GO0242'ON LUKACHUKAI RIVER, CROSS FORD 0.5 MI W. TO T-RD.  TURN RIGHT
 GO0242'0.4 MI NW. TO FORKS.  KEEP TO RIGHT 0.3 MI NW.  TURN LEFT 6.4 MI
 GO0242'W. UPGRADE.  TURN LEFT 2.9 MI S. ALONG TRACK RD.  TURN RIGHT AT
 GO0242'X-RDS. 0.6 MI SW.  LEAVE RD. SSW. 1.3 MI ASCENDING MESA TO
 GO0242'HIGHEST TOP IN VICINITY AND STATION.
 GO0242'
 GO0242'STATION MARK--STANDARD TABLET STAMPED---BRINDLE 1949---, CEMENTED
 GO0242'IN ROCK 1.4 FT BELOW SURFACE.
 GO0242'
 GO0242'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GO0242'
 GO0242'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0242
 GO0242                          STATION RECOVERY (1968)
 GO0242
 GO0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0242'RECOVERED AS DESCRIBED BY USGS IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0192 ***********************************************************************
 GQ0192  DESIGNATION -  BROAD
 GQ0192  PID         -  GQ0192
 GQ0192  STATE/COUNTY-  AZ/MOHAVE
 GQ0192  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0192
 GQ0192                         *CURRENT SURVEY CONTROL
 GQ0192  ___________________________________________________________________
 GQ0192* NAD 83(1992)-  36 58 57.89066(N)    113 37 45.84276(W)     ADJUSTED  
 GQ0192* NAVD 88     -       861.274  (meters)    2825.70   (feet)  POSTED    
 GQ0192  ___________________________________________________________________
 GQ0192  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GQ0192  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0192  DYNAMIC HT  -         860.390 (meters)    2822.80  (feet)  COMP
 GQ0192  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 GQ0192
 GQ0192  HORZ ORDER  -  SECOND
 GQ0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0192
 GQ0192.The horizontal coordinates were established by classical geodetic methods
 GQ0192.and adjusted by the National Geodetic Survey in November 1997..
 GQ0192
 GQ0192.The orthometric height was determined by differential leveling
 GQ0192.and adjusted by the National Geodetic Survey in 1992..
 GQ0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0192.rate of 0.0 thru 1.0 mm/km.
 GQ0192
 GQ0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0192
 GQ0192.The geoid height was determined by GEOID03.
 GQ0192
 GQ0192.The dynamic height is computed by dividing the NAVD 88
 GQ0192.geopotential number by the normal gravity value computed on the
 GQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0192.degrees latitude (g = 980.6199 gals.).
 GQ0192
 GQ0192.The modeled gravity was interpolated from observed gravity values.
 GQ0192
 GQ0192;                    North         East     Units Scale Factor Converg.
 GQ0192;SPC AZ W     -   663,584.558   224,096.451   MT  0.99993475   +0 04 21.2
 GQ0192;SPC AZ W     - 2,177,114.69    735,224.58   iFT  0.99993475   +0 04 21.2
 GQ0192;SPC UT S     - 3,037,238.550   310,422.882   MT  1.00004834   -1 18 16.8
 GQ0192;UTM  12      - 4,096,190.247   265,970.518   MT  1.00027477   -1 34 57.0
 GQ0192
 GQ0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0192!SPC AZ W     -   0.99986873  x   0.99993475  =   0.99980349
 GQ0192!SPC UT S     -   0.99986873  x   1.00004834  =   0.99991706
 GQ0192!UTM  12      -   0.99986873  x   1.00027477  =   1.00014346
 GQ0192
 GQ0192|---------------------------------------------------------------------|
 GQ0192| PID    Reference Object                     Distance      Geod. Az  |
 GQ0192|                                                           dddmmss.s |
 GQ0192| GQ0407 T41N R12W SECS 5 6 1/4 COR           56.278 METERS 08738     |
 GQ0192| GQ0190 BROAD RM 1                            9.766 METERS 20007     |
 GQ0192| GQ0406 JET                                 APPROX. 3.7 KM 2550157.0 |
 GQ0192|---------------------------------------------------------------------|
 GQ0192
 GQ0192                          SUPERSEDED SURVEY CONTROL
 GQ0192
 GQ0192  NAD 83(1992)-  36 58 57.88814(N)    113 37 45.84537(W) AD(       ) 2
 GQ0192  NAD 83(1986)-  36 58 57.88602(N)    113 37 45.84327(W) AD(       ) 2
 GQ0192  NAD 27      -  36 58 57.95300(N)    113 37 42.99010(W) AD(       ) 2
 GQ0192  NGVD 29 (??/??/92)  860.453  (m)         2823.00   (f) ADJ UNCH    2 0
 GQ0192
 GQ0192.Superseded values are not recommended for survey control.
 GQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0192.See file dsdata.txt to determine how the superseded data were derived.
 GQ0192
 GQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6597196190(NAD 83)
 GQ0192_MARKER: DS = TRIANGULATION STATION DISK
 GQ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0192_STAMPING: BROAD 1960
 GQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0192+STABILITY: SURFACE MOTION
 GQ0192
 GQ0192  HISTORY     - Date     Condition        Report By
 GQ0192  HISTORY     - 1960     MONUMENTED       CGS
 GQ0192  HISTORY     - 1960     GOOD             CGS
 GQ0192  HISTORY     - 1962     GOOD             CGS
 GQ0192  HISTORY     - 1963     GOOD             USAF
 GQ0192  HISTORY     - 1971     GOOD             LAWPC
 GQ0192
 GQ0192                          STATION DESCRIPTION
 GQ0192
 GQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0192'THE STATION IS ABOUT 10 MILES SOUTH OF ST. GEORGE, UTAH
 GQ0192'AND ABOUT 1-1/2 MILES SOUTH OF ARIZONA-UTAH STATE LINE IN A
 GQ0192'BROAD VALLEY.
 GQ0192'
 GQ0192'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 GQ0192'UTAH, GO EAST ON TABERNACLE STREET FOR 0.7 MILE TO 700 EAST
 GQ0192'STREET, TURN RIGHT AND GO SOUTH AND EAST ON THE MACADAM
 GQ0192'ROAD FOR 2.5 MILES TO THE END OF THE MACADAM.  CONTINUE ON
 GQ0192'THE GRAVELED ROAD FOR 1.0 MILE TO A Y FORK, TAKE RIGHT FORK
 GQ0192'AND GO SOUTHWEST FOR 0.6 MILE TO A BRIDGE AND THE START
 GQ0192'OF THE MACADAM.  CONTINUE SOUTHWEST ON THE MACADAM FOR 4.5
 GQ0192'MILES TO A CATTLE GUARD AND THE ARIZONA-UTAH STATE LINE.
 GQ0192'CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD FOR 0.5 MILE
 GQ0192'TO A FORK, KEEP RIGHT FORK AND CONTINUE SOUTHWEST ON THE
 GQ0192'BLADED ROAD FOR 2.6 MILES TO A GATE, PASS THRU GATE AND
 GQ0192'CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.6 MILE TO A FORK,
 GQ0192'KEEP RIGHT FORK AND GO WEST AND NORTHWEST ON TRACK ROAD FOR
 GQ0192'1.15 MILES TO THE INTERSECTION OF 3 ROADS, CONTINUE
 GQ0192'STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GQ0192'
 GQ0192'THE STATION MARK, STAMPED BROAD 1960, IS A STANDARD DISK
 GQ0192'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 GQ0192'2 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 GQ0192'
 GQ0192'REFERENCE MARK NO. 1, STAMPED BROAD NO 1 1960, IS A STANDARD
 GQ0192'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 GQ0192'PROJECTS 2 INCHES.  IT IS 68 FEET SOUTH OF THE CENTER OF THE
 GQ0192'TRACK ROAD.
 GQ0192'
 GQ0192'A STANDARD GLO MARK WAS USED FOR R.M. 2.  IT IS BOLTED TO THE TOP
 GQ0192'OF A 1-1/2 INCH PIPE THAT PROJECTS 1 FOOT AND THE MARK IS
 GQ0192'STAMPED S6 S5 4 1921.
 GQ0192'
 GQ0192'TRIANGULATION STATION JIM MAY BE USED FOR THE AZIMUTH MARK.
 GQ0192'SEE DESCRIPTION THEREOF.
 GQ0192
 GQ0192                          STATION RECOVERY (1960)
 GQ0192
 GQ0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GQ0192'14.35 MI S FROM ST GEORGE, UT.
 GQ0192'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0192'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0192'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0192'Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A GRAVEL ROAD TO A Y-FORK,
 GQ0192'THENCE 1.15 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0192'INTERSECTION OF 3 ROADS, CONTINUE STRAIGHT AHEAD ABOUT 0.1 MILE TO THE
 GQ0192'MARK, 34 FEET SOUTH OF THE CENTER OF A TRAIL ROAD, SET IN THE TOP OF A
 GQ0192'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GQ0192
 GQ0192                          STATION RECOVERY (1962)
 GQ0192
 GQ0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0192'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GQ0192'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO GLO (R.M. 2)
 GQ0192'CHECKED AND A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE.
 GQ0192'THE DISTANCE TO R.M. NO. 1 WAS CHECKED AND DIFFERENCE WAS
 GQ0192'FOUND IN THE DIRECTION.
 GQ0192'
 GQ0192'DUE TO CHANGES IN ROADS A NEW TO REACH THE STATION FOLLOWS.
 GQ0192'
 GQ0192'TO REACH THE STATION FROM THE POST OFFICE IN ST GEORGE, UTAH,
 GQ0192'GO WEST ON TABERNACLE STREET FOR 0.1 MILE, TURN LEFT, GO
 GQ0192'SOUTH ON MAIN STREET FOR 1.8 MILES TO A SIDE ROAD RIGHT
 GQ0192'AND END OF SURFACED ROAD, CONTINUE SOUTH FOR 0.05 MILE TO
 GQ0192'FORKS, KEEP RIGHT FORK AND CONTINUE SOUTH FOR 1.7 MILES
 GQ0192'TO CROSSROAD, TURN RIGHT, AND GO WEST THROUGH CUT IN NEW
 GQ0192'ROAD FOR 0.1 MILE TO A T ROAD, TURN LEFT AND FOLLOW THE
 GQ0192'MAIN ROAD SOUTHERLY FOR 2.9 MILES TO FORKS, KEEP LEFT,
 GQ0192'CONTINUE SOUTH FOR 0.25 MILE TO FORK, KEEP RIGHT FORK, GO 0.15
 GQ0192'MILE TO FORKS, KEEP LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0192'SOUTHERLY FOR 1.2 MILES TO FORKS, KEEP RIGHT FORK,
 GQ0192'CONTINUE SOUTHERLY FOR 0.25 MILE TO A GATE, PASS THROUGH
 GQ0192'GATE AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.95
 GQ0192'MILES TO A 6 WAY DIRT ROAD INTERSECTION, TURN SHARP
 GQ0192'RIGHT, GO BACK NORTHERLY FOR 0.1 MILE TO THE STATION ON
 GQ0192'THE LEFT.
 GQ0192'
 GQ0192'NOTE--THE GLO MARK IS STAMPED S6 S5 4 1921 INSTEAD OF 56
 GQ0192'55 4 1921.
 GQ0192'
 GQ0192'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GQ0192
 GQ0192                          STATION RECOVERY (1963)
 GQ0192
 GQ0192'RECOVERY NOTE BY US AIR FORCE 1963
 GQ0192'STATION HAS BEEN RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 GQ0192
 GQ0192                          STATION RECOVERY (1971)
 GQ0192
 GQ0192'RECOVERY NOTE BY LA WTR AND PWR COMM 1971
 GQ0192'BROAD 1960-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0190 ***********************************************************************
 GQ0190  DESIGNATION -  BROAD RM 1
 GQ0190  PID         -  GQ0190
 GQ0190  STATE/COUNTY-  AZ/MOHAVE
 GQ0190  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0190
 GQ0190                         *CURRENT SURVEY CONTROL
 GQ0190  ___________________________________________________________________
 GQ0190* NAD 83(1986)-  36 58 57.     (N)    113 37 45.     (W)     SCALED    
 GQ0190* NAVD 88     -       861.502  (meters)    2826.44   (feet)  POSTED    
 GQ0190  ___________________________________________________________________
 GQ0190  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0190  DYNAMIC HT  -         860.620 (meters)    2823.55  (feet)  COMP
 GQ0190  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 GQ0190
 GQ0190  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0190
 GQ0190.The horizontal coordinates were scaled from a topographic map and have
 GQ0190.an estimated accuracy of +/- 6 seconds.
 GQ0190
 GQ0190.The orthometric height was determined by differential leveling
 GQ0190.and adjusted by the National Geodetic Survey in 1992..
 GQ0190.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0190.rate of 1.1 thru 2.0 mm/km.
 GQ0190
 GQ0190.The geoid height was determined by GEOID03.
 GQ0190
 GQ0190.The dynamic height is computed by dividing the NAVD 88
 GQ0190.geopotential number by the normal gravity value computed on the
 GQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0190.degrees latitude (g = 980.6199 gals.).
 GQ0190
 GQ0190.The modeled gravity was interpolated from observed gravity values.
 GQ0190
 GQ0190;                    North         East    Units  Estimated Accuracy
 GQ0190;SPC AZ W     -   663,560.      224,120.      MT  (+/- 180 meters Scaled)
 GQ0190
 GQ0190                          SUPERSEDED SURVEY CONTROL
 GQ0190
 GQ0190  NGVD 29 (??/??/92)  860.681  (m)         2823.75   (f) ADJ UNCH    2 0
 GQ0190
 GQ0190.Superseded values are not recommended for survey control.
 GQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0190.See file dsdata.txt to determine how the superseded data were derived.
 GQ0190
 GQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF659961(NAD 83)
 GQ0190_MARKER: DR = REFERENCE MARK DISK
 GQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0190_STAMPING: BROAD NO 1 1960
 GQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0190+STABILITY: SURFACE MOTION
 GQ0190
 GQ0190  HISTORY     - Date     Condition        Report By
 GQ0190  HISTORY     - 1960     MONUMENTED       CGS
 GQ0190
 GQ0190                          STATION DESCRIPTION
 GQ0190
 GQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0190'14.35 MI S FROM ST GEORGE, UT.
 GQ0190'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0190'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0190'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND A BLACKTOP ROAD
 GQ0190'TO A Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A GRAVEL ROAD TO A Y-FORK,
 GQ0190'THENCE 1.15 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0190'INTERSECTION OF 3 ROADS, CONTINUE STRAIGHT AHEAD ABOUT 0.1 MILE TO THE
 GQ0190'MARK, 68 FEET SOUTH OF THE CENTER OF THE ROAD, AND SET IN THE TOP OF A
 GQ0190'12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2267 ***********************************************************************
 DU2267  DESIGNATION -  BROADWAY
 DU2267  PID         -  DU2267
 DU2267  STATE/COUNTY-  AZ/MARICOPA
 DU2267  USGS QUAD   -  TEMPE (1982)
 DU2267
 DU2267                         *CURRENT SURVEY CONTROL
 DU2267  ___________________________________________________________________
 DU2267* NAD 83(1992)-  33 24 24.41156(N)    111 58 02.30188(W)     ADJUSTED  
 DU2267* NAVD 88     -       414.8    (meters)    1361.     (feet)  VERTCON   
 DU2267  ___________________________________________________________________
 DU2267  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DU2267  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2267
 DU2267  HORZ ORDER  -  SECOND
 DU2267
 DU2267.The horizontal coordinates were established by classical geodetic methods
 DU2267.and adjusted by the National Geodetic Survey in August 1993..
 DU2267
 DU2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2267
 DU2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2267
 DU2267.The geoid height was determined by GEOID03.
 DU2267
 DU2267;                    North         East     Units Scale Factor Converg.
 DU2267;SPC AZ C     -   266,863.477   208,649.891   MT  0.99990027   -0 01 40.4
 DU2267;SPC AZ C     -   875,536.34    684,546.89   iFT  0.99990027   -0 01 40.4
 DU2267;UTM  12      - 3,696,802.259   410,053.531   MT  0.99969974   -0 31 57.4
 DU2267
 DU2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2267!SPC AZ C     -   0.99993955  x   0.99990027  =   0.99983983
 DU2267!UTM  12      -   0.99993955  x   0.99969974  =   0.99963931
 DU2267
 DU2267:                Primary Azimuth Mark                     Grid Az
 DU2267:SPC AZ C     -  PAPAGO                                   009 38 45.5
 DU2267:UTM  12      -  PAPAGO                                   010 09 02.5
 DU2267
 DU2267|---------------------------------------------------------------------|
 DU2267| PID    Reference Object                     Distance      Geod. Az  |
 DU2267|                                                           dddmmss.s |
 DU2267| DU2184 PAPAGO                              APPROX. 6.7 KM 0093705.1 |
 DU2267| CS4742 BROADWAY RM 1                         8.840 METERS 01354     |
 DU2267| CS4743 BROADWAY RM 2                         6.162 METERS 13521     |
 DU2267|---------------------------------------------------------------------|
 DU2267
 DU2267                          SUPERSEDED SURVEY CONTROL
 DU2267
 DU2267  NAD 83(1986)-  33 24 24.40559(N)    111 58 02.30685(W) AD(       ) 2
 DU2267  NGVD 29 (10/05/90)  414.1    (m)         1359.     (f) VERT ANG       
 DU2267
 DU2267.Superseded values are not recommended for survey control.
 DU2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2267.See file dsdata.txt to determine how the superseded data were derived.
 DU2267
 DU2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1005496802(NAD 83)
 DU2267_MARKER: DD = SURVEY DISK
 DU2267_SETTING: 66 = SET IN ROCK OUTCROP
 DU2267_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2267+STABILITY: POSITION/ELEVATION WELL
 DU2267
 DU2267  HISTORY     - Date     Condition        Report By
 DU2267  HISTORY     - 1984     MONUMENTED       AZDT
 DU2267  HISTORY     - 1989     GOOD             USPSQD
 DU2267
 DU2267                          STATION DESCRIPTION
 DU2267
 DU2267'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU2267'THE STATION IS LOCATED IN THE WESTERN PART OF TEMPE, ON TOP OF A
 DU2267'PROMINENT LANDMARK KNOWN AS BELL BUTTE.  IT IS ABOUT 1/4 MILE SOUTH OF
 DU2267'BROADWAY ROAD AND ABOUT 1/4 MILE EAST OF INTERSTATE HIGHWAY 10.  THE
 DU2267'STATION IS IN THE VICINITY OF FORMER STATION HUMM 2 WHICH WITH ITS
 DU2267'REFERENCE MARKS WAS COMPLETELY DESTROYED BY VANDALISM.
 DU2267'
 DU2267'THE STATION MARK IS AN AZDT DISK STAMPED---BROADWAY 1984---.  IT IS
 DU2267'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.
 DU2267'
 DU2267'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BROADWAY RM 1 1984---.  IT
 DU2267'IS SET IN A DRILL HOLE IN BEDROCK.
 DU2267'
 DU2267'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BROADWAY RM 2 1984---.  IT
 DU2267'IS SET IN A DRILL HOLE IN BEDROCK.
 DU2267'
 DU2267'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY ROAD AND 48TH
 DU2267'STREET IN TEMPE, TRAVEL EAST ALONG BROADWAY ROAD FOR 0.7 MILE TO A
 DU2267'GATE ON THE RIGHT.  PASS THROUGH GATE AND DRIVE TO THE CITY OF TEMPE
 DU2267'WATER TANK ON THE BUTTE.  PACK AROUND THE RIGHT OF THE WATER TANK AND
 DU2267'CLIMB STEPS TO THE HIGHEST POINT OF BUTTE AND STATION.  TO OBTAIN A
 DU2267'KEY TO THE GATES CALL 968 8262.
 DU2267
 DU2267                          STATION RECOVERY (1989)
 DU2267
 DU2267'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 DU2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1486 ***********************************************************************
 DU1486  DESIGNATION -  BROCK
 DU1486  PID         -  DU1486
 DU1486  STATE/COUNTY-  AZ/PINAL
 DU1486  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1486
 DU1486                         *CURRENT SURVEY CONTROL
 DU1486  ___________________________________________________________________
 DU1486* NAD 83(1992)-  33 23 11.44219(N)    111 31 06.19025(W)     ADJUSTED  
 DU1486* NAVD 88     -       512.434  (meters)    1681.21   (feet)  ADJUSTED  
 DU1486  ___________________________________________________________________
 DU1486  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DU1486  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1486  DYNAMIC HT  -         511.810 (meters)    1679.16  (feet)  COMP
 DU1486  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 DU1486
 DU1486  HORZ ORDER  -  SECOND
 DU1486  VERT ORDER  -  FIRST     CLASS I
 DU1486
 DU1486.The horizontal coordinates were established by classical geodetic methods
 DU1486.and adjusted by the National Geodetic Survey in August 1993..
 DU1486
 DU1486.The orthometric height was determined by differential leveling
 DU1486.and adjusted by the National Geodetic Survey in November 1993..
 DU1486
 DU1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1486
 DU1486.The geoid height was determined by GEOID03.
 DU1486
 DU1486.The dynamic height is computed by dividing the NAVD 88
 DU1486.geopotential number by the normal gravity value computed on the
 DU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1486.degrees latitude (g = 980.6199 gals.).
 DU1486
 DU1486.The modeled gravity was interpolated from observed gravity values.
 DU1486
 DU1486;                    North         East     Units Scale Factor Converg.
 DU1486;SPC AZ C     -   264,685.329   250,413.870   MT  0.99991692   +0 13 09.0
 DU1486;SPC AZ C     -   868,390.19    821,567.81   iFT  0.99991692   +0 13 09.0
 DU1486;UTM  12      - 3,694,257.024   451,786.506   MT  0.99962866   -0 17 07.0
 DU1486
 DU1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1486!SPC AZ C     -   0.99992416  x   0.99991692  =   0.99984108
 DU1486!UTM  12      -   0.99992416  x   0.99962866  =   0.99955285
 DU1486
 DU1486|---------------------------------------------------------------------|
 DU1486| PID    Reference Object                     Distance      Geod. Az  |
 DU1486|                                                           dddmmss.s |
 DU1486| DU1487 BROCK RM 1                           12.896 METERS 08949     |
 DU1486| DU2083 HILL                                APPROX. 6.6 KM 1254247.6 |
 DU1486| DU1485 BROCK RM 2                           12.344 METERS 26943     |
 DU1486|---------------------------------------------------------------------|
 DU1486
 DU1486                          SUPERSEDED SURVEY CONTROL
 DU1486
 DU1486  NAD 83(1986)-  33 23 11.43821(N)    111 31 06.19365(W) AD(       ) 2
 DU1486  NAD 27      -  33 23 11.25978(N)    111 31 03.71765(W) AD(       ) 2
 DU1486  NGVD 29 (??/??/92)  511.846  (m)         1679.28   (f) ADJ UNCH    1 1
 DU1486
 DU1486.Superseded values are not recommended for survey control.
 DU1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1486.See file dsdata.txt to determine how the superseded data were derived.
 DU1486
 DU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5178794257(NAD 83)
 DU1486_MARKER: DD = SURVEY DISK
 DU1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1486_SP_SET: CONCRETE POST
 DU1486_STAMPING: BROCK P M GS
 DU1486_MARK LOGO: AZHD  
 DU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1486+STABILITY: SURFACE MOTION
 DU1486
 DU1486  HISTORY     - Date     Condition        Report By
 DU1486  HISTORY     - 1974     MONUMENTED       AZDT
 DU1486  HISTORY     - 1975     GOOD             AZDT
 DU1486  HISTORY     - 1984     GOOD             AZDT
 DU1486
 DU1486                          STATION DESCRIPTION
 DU1486
 DU1486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1486'THE STATION IS LOCATED 3.2 MILES EAST SOUTHEAST OF APACHE JCT. AND
 DU1486'18.6 MILES EAST SOUTHEAST OF MESA ON THE PROPOSED SUPERSTITION
 DU1486'FREEWAY AT STA. 1373 + 10.77.
 DU1486'
 DU1486'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BROCK P AND M
 DU1486'GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'FLUSH WITH THE GROUND.  THE STATION IS 2.4 FEET NORTH OF A
 DU1486'WITNESS POST.
 DU1486'
 DU1486'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1486'BROCK RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'PROJECTING ABOUT 2 INCHES ABOVE GROUND LEVEL.
 DU1486'
 DU1486'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1486'BROCK RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'PROJECTING ABOUT 3 INCHES ABOVE GROUND LEVEL.
 DU1486'
 DU1486'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1486'STATE ROUTE 88 IN APACHE JTC., TRAVEL SOUTHEAST ON U.S. 60, 80, AND
 DU1486'89 FOR 2.8 MILES TO GOLDFIELD RD.  TURN SOUTH ON GOLDFIELD RD. AND
 DU1486'TRAVEL 0.85 MILES, PASSING TRAILERS AND BUILDING ON RIGHT, TURN
 DU1486'RIGHT (WEST) ON MIDSECTION LINE TRAIL AND GO 0.4 MILES TO TRAIL
 DU1486'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 200 FEET.  THE STATION IS
 DU1486'150 FEET NORTH MARKED WITH A WITNESS POST.
 DU1486'
 DU1486'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1486
 DU1486                          STATION RECOVERY (1975)
 DU1486
 DU1486'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1486'3.13 MI SE FROM PALM SPRINGS.
 DU1486'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1486'CENTER LINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1486'STATION ON THE CENTERLINE.  3 FT. WEST OF A P AND M SURVEY SIGN. ON
 DU1486'THE HIGHWAY CENTERLINE.  SUPERSTITION FREEWAY CENTERLINE, SOUTH OF
 DU1486'APACHE JUNCTION.  THE STATION AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1486'CYLINDRICAL CONCRETE POST, FLUSH WITH THE GROUND.
 DU1486
 DU1486                          STATION RECOVERY (1984)
 DU1486
 DU1486'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1486'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1486'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1486'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 9.01 KM.  (5.6 MI.)
 DU1486'TO THE STATION, 0.97 KM.  (0.6 MI.) EAST OF THE INTERSECTION OF SOUTH
 DU1486'TOMAHAWK DRIVE AND STATE ROUTE 360 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1487 ***********************************************************************
 DU1487  DESIGNATION -  BROCK RM 1
 DU1487  PID         -  DU1487
 DU1487  STATE/COUNTY-  AZ/PINAL
 DU1487  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1487
 DU1487                         *CURRENT SURVEY CONTROL
 DU1487  ___________________________________________________________________
 DU1487* NAD 83(1986)-  33 23 12.     (N)    111 31 02.     (W)     SCALED    
 DU1487* NAVD 88     -       512.644  (meters)    1681.90   (feet)  ADJUSTED  
 DU1487  ___________________________________________________________________
 DU1487  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1487  DYNAMIC HT  -         512.020 (meters)    1679.85  (feet)  COMP
 DU1487  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 DU1487
 DU1487  VERT ORDER  -  FIRST     CLASS I
 DU1487
 DU1487.The horizontal coordinates were scaled from a topographic map and have
 DU1487.an estimated accuracy of +/- 6 seconds.
 DU1487
 DU1487.The orthometric height was determined by differential leveling
 DU1487.and adjusted by the National Geodetic Survey in November 1993..
 DU1487
 DU1487.The geoid height was determined by GEOID03.
 DU1487
 DU1487.The dynamic height is computed by dividing the NAVD 88
 DU1487.geopotential number by the normal gravity value computed on the
 DU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1487.degrees latitude (g = 980.6199 gals.).
 DU1487
 DU1487.The modeled gravity was interpolated from observed gravity values.
 DU1487
 DU1487;                    North         East    Units  Estimated Accuracy
 DU1487;SPC AZ C     -   264,700.      250,520.      MT  (+/- 180 meters Scaled)
 DU1487
 DU1487                          SUPERSEDED SURVEY CONTROL
 DU1487
 DU1487  NGVD 29 (??/??/92)  512.055  (m)         1679.97   (f) ADJ UNCH    1 1
 DU1487
 DU1487.Superseded values are not recommended for survey control.
 DU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1487.See file dsdata.txt to determine how the superseded data were derived.
 DU1487
 DU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518942(NAD 83)
 DU1487_MARKER: DD = SURVEY DISK
 DU1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1487_STAMPING: BROCK RM 1
 DU1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1487+STABILITY: SURFACE MOTION
 DU1487
 DU1487  HISTORY     - Date     Condition        Report By
 DU1487  HISTORY     - 1974     MONUMENTED       AZDT
 DU1487  HISTORY     - 1975     GOOD             AZDT
 DU1487  HISTORY     - 1975     GOOD             AZDT
 DU1487  HISTORY     - 1984     GOOD             AZDT
 DU1487
 DU1487                          STATION DESCRIPTION
 DU1487
 DU1487'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1487'3.13 MI SE FROM PALM SPRINGS.
 DU1487'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1487'CENTERLINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1487'STATION ON THE CENTERLINE.  ON THE FREEWAY CENTERLINE.  ABOUT 42 FT.
 DU1487'EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN.  SUPERSTITION
 DU1487'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1487'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1487
 DU1487                          STATION RECOVERY (1975)
 DU1487
 DU1487'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1487'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1487'CENTERLINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1487'STATION ON THE CENTERLINE.  ON THE FREEWAY CENTERLINE.  ABOUT 42 FT.
 DU1487'EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN.  SUPERSTITION
 DU1487'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1487'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1487
 DU1487                          STATION RECOVERY (1984)
 DU1487
 DU1487'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1485 ***********************************************************************
 DU1485  DESIGNATION -  BROCK RM 2
 DU1485  PID         -  DU1485
 DU1485  STATE/COUNTY-  AZ/PINAL
 DU1485  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1485
 DU1485                         *CURRENT SURVEY CONTROL
 DU1485  ___________________________________________________________________
 DU1485* NAD 83(1986)-  33 23 12.     (N)    111 31 02.     (W)     SCALED    
 DU1485* NAVD 88     -       512.210  (meters)    1680.48   (feet)  ADJUSTED  
 DU1485  ___________________________________________________________________
 DU1485  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1485  DYNAMIC HT  -         511.586 (meters)    1678.43  (feet)  COMP
 DU1485  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 DU1485
 DU1485  VERT ORDER  -  FIRST     CLASS I
 DU1485
 DU1485.The horizontal coordinates were scaled from a topographic map and have
 DU1485.an estimated accuracy of +/- 6 seconds.
 DU1485
 DU1485.The orthometric height was determined by differential leveling
 DU1485.and adjusted by the National Geodetic Survey in November 1993..
 DU1485
 DU1485.The geoid height was determined by GEOID03.
 DU1485
 DU1485.The dynamic height is computed by dividing the NAVD 88
 DU1485.geopotential number by the normal gravity value computed on the
 DU1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1485.degrees latitude (g = 980.6199 gals.).
 DU1485
 DU1485.The modeled gravity was interpolated from observed gravity values.
 DU1485
 DU1485;                    North         East    Units  Estimated Accuracy
 DU1485;SPC AZ C     -   264,700.      250,520.      MT  (+/- 180 meters Scaled)
 DU1485
 DU1485                          SUPERSEDED SURVEY CONTROL
 DU1485
 DU1485  NGVD 29 (??/??/92)  511.621  (m)         1678.54   (f) ADJ UNCH    1 1
 DU1485
 DU1485.Superseded values are not recommended for survey control.
 DU1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1485.See file dsdata.txt to determine how the superseded data were derived.
 DU1485
 DU1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518942(NAD 83)
 DU1485_MARKER: DB = BENCH MARK DISK
 DU1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1485_STAMPING: BROCK RM 2
 DU1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1485+STABILITY: SURFACE MOTION
 DU1485
 DU1485  HISTORY     - Date     Condition        Report By
 DU1485  HISTORY     - 1974     MONUMENTED       AZDT
 DU1485  HISTORY     - 1975     GOOD             AZDT
 DU1485  HISTORY     - 1975     GOOD             AZDT
 DU1485  HISTORY     - 1984     GOOD             AZDT
 DU1485
 DU1485                          STATION DESCRIPTION
 DU1485
 DU1485'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1485'3.13 MI SE FROM PALM SPRINGS.
 DU1485'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1485'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR ABOUT 0.5 MILES AND TO
 DU1485'THE STATION ON THE FREEWAY CENTERLINE.  ABOUT 42 FT. WEST OF THE MAIN
 DU1485'STATION AND A P AND M SIGN.  ON THE FREEWAY CENTERLINE.  SUPERSTITION
 DU1485'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  THE STATION IS A 12 IN.
 DU1485'CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1485
 DU1485                          STATION RECOVERY (1975)
 DU1485
 DU1485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1485'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1485'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR ABOUT 0.5 MILES AND TO
 DU1485'THE STATION ON THE FREEWAY CENTERLINE.  ABOUT 42 FT. WEST OF THE MAIN
 DU1485'STATION AND A P AND M SIGN.  ON THE FREEWAY CENTERLINE.  SUPERSTITION
 DU1485'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  THE STATION IS A 12 IN.
 DU1485'CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1485
 DU1485                          STATION RECOVERY (1984)
 DU1485
 DU1485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1947 ***********************************************************************
 DU1947  DESIGNATION -  BRONCO
 DU1947  PID         -  DU1947
 DU1947  STATE/COUNTY-  AZ/GRAHAM
 DU1947  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1947
 DU1947                         *CURRENT SURVEY CONTROL
 DU1947  ___________________________________________________________________
 DU1947* NAD 83(1992)-  33 21 56.51543(N)    110 10 47.77214(W)     ADJUSTED  
 DU1947* NAVD 88     -      1784.7    (meters)    5855.     (feet)  VERTCON   
 DU1947  ___________________________________________________________________
 DU1947  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1947  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1947
 DU1947  HORZ ORDER  -  THIRD
 DU1947
 DU1947.The horizontal coordinates were established by classical geodetic methods
 DU1947.and adjusted by the National Geodetic Survey in August 1993..
 DU1947
 DU1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1947
 DU1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1947
 DU1947.The geoid height was determined by GEOID03.
 DU1947
 DU1947;                    North         East     Units Scale Factor Converg.
 DU1947;SPC AZ E     -   262,306.376   212,125.137   MT  0.99990002   -0 00 26.3
 DU1947;SPC AZ E     -   860,585.22    695,948.61   iFT  0.99990002   -0 00 26.3
 DU1947;UTM  12      - 3,692,129.814   576,290.341   MT  0.99967176   +0 27 03.7
 DU1947
 DU1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1947!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1947!UTM  12      -   0.99972400  x   0.99967176  =   0.99939585
 DU1947
 DU1947|---------------------------------------------------------------------|
 DU1947| PID    Reference Object                     Distance      Geod. Az  |
 DU1947|                                                           dddmmss.s |
 DU1947| DU1948 BRONCO                                4.115 METERS 01327     |
 DU1947| DU1946 BRONCO RM                             3.034 METERS 26737     |
 DU1947| CD1685 BRONCO AZ MK                                       3175907.5 |
 DU1947|---------------------------------------------------------------------|
 DU1947
 DU1947                          SUPERSEDED SURVEY CONTROL
 DU1947
 DU1947  NAD 83(1986)-  33 21 56.51167(N)    110 10 47.77370(W) AD(       ) 3
 DU1947  NAD 27      -  33 21 56.30470(N)    110 10 45.42810(W) AD(       ) 3
 DU1947  NGVD 29 (07/19/86) 1784.0    (m)         5853.     (f) VERT ANG       
 DU1947
 DU1947.Superseded values are not recommended for survey control.
 DU1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1947.See file dsdata.txt to determine how the superseded data were derived.
 DU1947
 DU1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7629092130(NAD 83)
 DU1947_MARKER: DS = TRIANGULATION STATION DISK
 DU1947_SETTING: 80 = SET IN A BOULDER
 DU1947_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1947
 DU1947  HISTORY     - Date     Condition        Report By
 DU1947  HISTORY     - 1960     MONUMENTED       CGS
 DU1947  HISTORY     - 1967     GOOD             AMS
 DU1947
 DU1947                          STATION DESCRIPTION
 DU1947
 DU1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1947'THE STATION IS LOCATED ON THE SOUTH HILL OF TWO HILLS THAT ARE
 DU1947'ABOUT EQUAL IN SIZE, ABOUT 16 MILES EAST OF SAN CARLOS, AND
 DU1947'8 MILES WEST OF THE ASH CREEK RANCH.
 DU1947'
 DU1947'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1947'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1947'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1947'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1947'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1947'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1947'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1947'THE AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1947'HIGHEST POINT OF THE SECOND HILL AND THE STATION.  THIS IS AN
 DU1947'HOUR PACK.
 DU1947'
 DU1947'THE STATION MARK, STAMPED BRONCO 1960, IS A STANDARD DISK
 DU1947'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-1/2
 DU1947'FEET.  IT IS 33 FEET NORTHWEST OF A CAIRN.
 DU1947'
 DU1947'REFERENCE MARK NO. 1, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1947'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK CEMENTED IN A
 DU1947'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 DU1947'
 DU1947'REFERENCE MARK NO. 2, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1947'HIGHWAY DEPARTMENT REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 DU1947'IN A BOULDER THAT PROJECTS 2 FEET.
 DU1947'
 DU1947'THE AZIMUTH MARK, STAMPED BRONCO 1960, IS A STANDARD DISK
 DU1947'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DU1947'IT IS 23 FEET NORTHEAST OF A LARGE CAIRN AND 4 FEET WEST OF A
 DU1947'SMALL CAIRN.
 DU1947
 DU1947                          STATION RECOVERY (1967)
 DU1947
 DU1947'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1947'STATION BRONCO IS LOCATED APPROXIMATELY 15.6 AIRMILES (E) OF
 DU1947'SAN CARLOS, ARIZONA AND 13.0 AIRMILES (N) OF CALVA, ARIZONA.
 DU1947'
 DU1947'TO REACH FROM INTERSECTION OF HWYS U.S. 70 AND ARIZONA 170 AT
 DU1947'PERIDOT ARIZONA GO (E) ON U.S. 70 5.1 MI TO A DIRT ROAD LEFT
 DU1947'(N), TURN LEFT AND GO 14.6 MI TO A CROSSROAD (WARM SPRINGS JCT),
 DU1947'TURN RIGHT (S) AND GO 1.5 MI TO A T INTERSECTION AND SIGN
 DU1947'REGISTERED HERD 19, POINT OF PINES 59, POINT OF PINES 66, SAN
 DU1947'CARLOS 20.  AT THIS T INTERSECTION LEAVE THE ROAD AND DRIVE (SE)
 DU1947'UP A RIDGE ABOUT 0.2 MI TO ROCK RIM AND END OF TRUCK TRAVEL,
 DU1947'PACK (ESE) UP RIDGE TO HIGHEST POINT VISIBLE AND AZ MK.  FROM
 DU1947'THE AZ MK PACK (SE) ACROSS SADDLE TO HIGHEST POINT AND STATION.
 DU1947'A 1-1/2 HOUR PACK.
 DU1947'
 DU1947'STATION MARK IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU1947'BRONCO 1960 CEMENTED IN A BOULDER WHICH PROJECTS 1-1/2 FT.
 DU1947'
 DU1947'R.M. 1 (USC AND GS 1960) IS A ARIZONA HIGHWAY DEPT TRIANGULATION
 DU1947'STATION DISK CEMENTED IN ROCK FLUSH WITH THE GROUND AND STAMPED
 DU1947'BRONCO 1957.  FROM STATION BRONCO USC AND GS 1960 IT IS (N) ON
 DU1947'A MAG AZ OF 05 DEG AT A DISTANCE OF 4.12 M AND A DE OF 0.10 M.
 DU1947'THIS IS STATION BRONCO AHD 1957.
 DU1947'
 DU1947'R.M. 2 (AHD, 1957) IS A ARIZONA HWY DEPT R.M. DISK CEMENTED
 DU1947'IN ROCK AND STAMPED BRONCO 1957.  FROM STATION BRONCO USC AND GS
 DU1947'1960 IT IS (NE) ON A MAG AZ OF 65 DEG AT A DISTANCE OF 4.11 M
 DU1947'AND A DE OF -0.76 M.
 DU1947'
 DU1947'R.M. 2 (USC AND GS 1960) IS A ARIZONA HWY DEPT R.M. DISK CEMENTED
 DU1947'IN A BOULDER PROJECTING 2.0 FT AND STAMPED BRONCO 1957.  FROM
 DU1947'STATION BRONCO USC AND GS 1960 IT IS (WSW) ON A MAG AZ OF 255 DEG
 DU1947'AT A DISTANCE OF 3.03 M AND A DE OF -0.36 M.  THIS IS ALSO
 DU1947'R.M. 1 OF BRONCO AHD 1957.
 DU1947'
 DU1947'THE AZ MK IS A STANDARD USC AND GS AZ MK BRONZE DISK STAMPED
 DU1947'BRONCO 1960 SET IN THE TOP OF A BOULDER AND PROJECTS 1.0 FT.
 DU1947'IT IS 23 FT (NE) OF A LARGE ROCK CAIRN AND 4 FT (W) OF A SMALL
 DU1947'CAIRN.
 DU1947'
 DU1947'CONDITION OF ALL MARKS IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1948 ***********************************************************************
 DU1948  DESIGNATION -  BRONCO
 DU1948  PID         -  DU1948
 DU1948  STATE/COUNTY-  AZ/GRAHAM
 DU1948  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1948
 DU1948                         *CURRENT SURVEY CONTROL
 DU1948  ___________________________________________________________________
 DU1948* NAD 83(1992)-  33 21 56.64533(N)    110 10 47.73511(W)     ADJUSTED  
 DU1948* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 DU1948  ___________________________________________________________________
 DU1948  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1948  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1948
 DU1948  HORZ ORDER  -  SECOND
 DU1948
 DU1948.The horizontal coordinates were established by classical geodetic methods
 DU1948.and adjusted by the National Geodetic Survey in August 1993..
 DU1948
 DU1948.The orthometric height was scaled from a topographic map.
 DU1948
 DU1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1948
 DU1948.The geoid height was determined by GEOID03.
 DU1948
 DU1948;                    North         East     Units Scale Factor Converg.
 DU1948;SPC AZ E     -   262,310.378   212,126.095   MT  0.99990002   -0 00 26.3
 DU1948;SPC AZ E     -   860,598.35    695,951.76   iFT  0.99990002   -0 00 26.3
 DU1948;UTM  12      - 3,692,133.822   576,291.266   MT  0.99967176   +0 27 03.8
 DU1948
 DU1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1948!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1948!UTM  12      -   0.99972400  x   0.99967176  =   0.99939585
 DU1948
 DU1948                          SUPERSEDED SURVEY CONTROL
 DU1948
 DU1948  NAD 83(1986)-  33 21 56.64158(N)    110 10 47.73668(W) AD(       ) 2
 DU1948  NAD 27      -  33 21 56.43460(N)    110 10 45.39110(W) AD(       ) 2
 DU1948
 DU1948.Superseded values are not recommended for survey control.
 DU1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1948.See file dsdata.txt to determine how the superseded data were derived.
 DU1948
 DU1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7629192134(NAD 83)
 DU1948_MARKER: DD = SURVEY DISK
 DU1948_SETTING: 80 = SET IN A BOULDER
 DU1948_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1948+STABILITY: SURFACE MOTION
 DU1948
 DU1948  HISTORY     - Date     Condition        Report By
 DU1948  HISTORY     - 1960     MONUMENTED       AZHD
 DU1948
 DU1948                          STATION DESCRIPTION
 DU1948
 DU1948'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DU1948'TO REACH STATION BRONCO FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1948'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1948'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1948'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1948'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1948'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1948'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1948'BRONCO AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1948'HIGHEST POINT OF THE SECOND HILL AND STATION BRONCO.  THIS IS AN
 DU1948'HOUR PACK.
 DU1948'
 DU1948'REFERENCE MARK NO. 1, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1948'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK CEMENTED IN A
 DU1948'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1946 ***********************************************************************
 DU1946  DESIGNATION -  BRONCO RM
 DU1946  PID         -  DU1946
 DU1946  STATE/COUNTY-  AZ/GRAHAM
 DU1946  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1946
 DU1946                         *CURRENT SURVEY CONTROL
 DU1946  ___________________________________________________________________
 DU1946* NAD 83(1992)-  33 21 56.51133(N)    110 10 47.88939(W)     ADJUSTED  
 DU1946* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 DU1946  ___________________________________________________________________
 DU1946  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1946  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1946
 DU1946  HORZ ORDER  -  SECOND
 DU1946
 DU1946.The horizontal coordinates were established by classical geodetic methods
 DU1946.and adjusted by the National Geodetic Survey in August 1993..
 DU1946
 DU1946.The orthometric height was scaled from a topographic map.
 DU1946
 DU1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1946
 DU1946.The geoid height was determined by GEOID03.
 DU1946
 DU1946;                    North         East     Units Scale Factor Converg.
 DU1946;SPC AZ E     -   262,306.250   212,122.106   MT  0.99990002   -0 00 26.3
 DU1946;SPC AZ E     -   860,584.81    695,938.67   iFT  0.99990002   -0 00 26.3
 DU1946;UTM  12      - 3,692,129.664   576,287.312   MT  0.99967175   +0 27 03.7
 DU1946
 DU1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1946!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1946!UTM  12      -   0.99972400  x   0.99967175  =   0.99939584
 DU1946
 DU1946                          SUPERSEDED SURVEY CONTROL
 DU1946
 DU1946  NAD 83(1986)-  33 21 56.50758(N)    110 10 47.89096(W) AD(       ) 2
 DU1946  NAD 27      -  33 21 56.30060(N)    110 10 45.54530(W) AD(       ) 2
 DU1946
 DU1946.Superseded values are not recommended for survey control.
 DU1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1946.See file dsdata.txt to determine how the superseded data were derived.
 DU1946
 DU1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7628792130(NAD 83)
 DU1946_MARKER: DR = REFERENCE MARK DISK
 DU1946_SETTING: 80 = SET IN A BOULDER
 DU1946_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1946+STABILITY: SURFACE MOTION
 DU1946
 DU1946  HISTORY     - Date     Condition        Report By
 DU1946  HISTORY     - 1960     MONUMENTED       AZHD
 DU1946
 DU1946                          STATION DESCRIPTION
 DU1946
 DU1946'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DU1946'TO REACH STATION BRONCO FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1946'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1946'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1946'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1946'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1946'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1946'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1946'BRONCO AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1946'HIGHEST POINT OF THE SECOND HILL AND STATION BRONCO.  THIS IS AN
 DU1946'HOUR PACK.
 DU1946'
 DU1946'REFERENCE MARK NO. 2, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1946'HIGHWAY DEPARTMENT REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 DU1946'IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0892 ***********************************************************************
 ES0892  DESIGNATION -  BROOK
 ES0892  PID         -  ES0892
 ES0892  STATE/COUNTY-  AZ/NAVAJO
 ES0892  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0892
 ES0892                         *CURRENT SURVEY CONTROL
 ES0892  ___________________________________________________________________
 ES0892* NAD 83(1992)-  34 21 00.74117(N)    110 42 12.87317(W)     ADJUSTED  
 ES0892* NAVD 88     -      2207.8    (meters)    7243.     (feet)  VERTCON   
 ES0892  ___________________________________________________________________
 ES0892  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ES0892  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0892
 ES0892  HORZ ORDER  -  SECOND
 ES0892
 ES0892.The horizontal coordinates were established by classical geodetic methods
 ES0892.and adjusted by the National Geodetic Survey in August 1993..
 ES0892
 ES0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0892
 ES0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0892
 ES0892.The geoid height was determined by GEOID03.
 ES0892
 ES0892;                    North         East     Units Scale Factor Converg.
 ES0892;SPC AZ E     -   371,627.332   163,966.914   MT  0.99993006   -0 18 10.6
 ES0892;SPC AZ E     - 1,219,249.78    537,949.19   iFT  0.99993006   -0 18 10.6
 ES0892;SPC AZ C     -   372,163.429   324,961.020   MT  1.00005347   +0 41 04.4
 ES0892;SPC AZ C     - 1,221,008.63  1,066,145.08   iFT  1.00005347   +0 41 04.4
 ES0892;UTM  12      - 3,801,027.011   527,261.321   MT  0.99960916   +0 10 02.1
 ES0892
 ES0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0892!SPC AZ E     -   0.99965729  x   0.99993006  =   0.99958738
 ES0892!SPC AZ C     -   0.99965729  x   1.00005347  =   0.99971075
 ES0892!UTM  12      -   0.99965729  x   0.99960916  =   0.99926659
 ES0892
 ES0892:                Primary Azimuth Mark                     Grid Az
 ES0892:SPC AZ E     -  BANK                                     055 22 15.8
 ES0892:SPC AZ C     -  BANK                                     054 23 00.8
 ES0892:UTM  12      -  BANK                                     054 54 03.1
 ES0892
 ES0892|---------------------------------------------------------------------|
 ES0892| PID    Reference Object                     Distance      Geod. Az  |
 ES0892|                                                           dddmmss.s |
 ES0892| ES0888 BANK                                APPROX. 0.5 KM 0550405.2 |
 ES0892|---------------------------------------------------------------------|
 ES0892
 ES0892                          SUPERSEDED SURVEY CONTROL
 ES0892
 ES0892  NAD 83(1986)-  34 21 00.73515(N)    110 42 12.87800(W) AD(       ) 2
 ES0892  NGVD 29 (08/03/87) 2206.7    (m)         7240.     (f) VERT ANG       
 ES0892
 ES0892.Superseded values are not recommended for survey control.
 ES0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0892.See file dsdata.txt to determine how the superseded data were derived.
 ES0892
 ES0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2726101027(NAD 83)
 ES0892_MARKER: DS = TRIANGULATION STATION DISK
 ES0892_SETTING: 66 = SET IN ROCK OUTCROP
 ES0892_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0892+STABILITY: POSITION/ELEVATION WELL
 ES0892
 ES0892  HISTORY     - Date     Condition        Report By
 ES0892  HISTORY     - 1984     MONUMENTED       AZDT
 ES0892  HISTORY     - 19971011 GOOD             USPSQD
 ES0892
 ES0892                          STATION DESCRIPTION
 ES0892
 ES0892'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0892'THE STATION IS LOCATED 8-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0892'SIDE OF STATE ROUTE 260.
 ES0892'
 ES0892'THE STATION MARK IS AN AZDT DISK STAMPED---BROOK 1984---.  IT IS SET
 ES0892'IN TOP OF A LARGE SANDSTONE BOULDER 50 FEET SOUTHEAST OF THE RIGHT OF
 ES0892'WAY FENCE, 42-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 ES0892'4 FEET NORTHWEST OF THE WITNESS POST.
 ES0892'
 ES0892'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0892'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.6 MILES TO
 ES0892'MILEPOST 294.3 AND THE STATION ON THE RIGHT.
 ES0892
 ES0892                          STATION RECOVERY (1997)
 ES0892
 ES0892'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0282 ***********************************************************************
 GQ0282  DESIGNATION -  BROW
 GQ0282  PID         -  GQ0282
 GQ0282  STATE/COUNTY-  AZ/COCONINO
 GQ0282  USGS QUAD   -  SOWATS SPRING (1988)
 GQ0282
 GQ0282                         *CURRENT SURVEY CONTROL
 GQ0282  ___________________________________________________________________
 GQ0282* NAD 83(1992)-  36 35 27.12388(N)    112 23 52.95485(W)     ADJUSTED  
 GQ0282* NAVD 88     -      2235.8    (meters)    7335.     (feet)  VERTCON   
 GQ0282  ___________________________________________________________________
 GQ0282  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 GQ0282  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GQ0282
 GQ0282  HORZ ORDER  -  SECOND
 GQ0282
 GQ0282.The horizontal coordinates were established by classical geodetic methods
 GQ0282.and adjusted by the National Geodetic Survey in August 1993..
 GQ0282
 GQ0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0282
 GQ0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0282
 GQ0282.The geoid height was determined by GEOID03.
 GQ0282
 GQ0282;                    North         East     Units Scale Factor Converg.
 GQ0282;SPC AZ C     -   620,179.530   170,287.569   MT  0.99992285   -0 17 13.0
 GQ0282;SPC AZ C     - 2,034,709.74    558,686.25   iFT  0.99992285   -0 17 13.0
 GQ0282;UTM  12      - 4,050,397.165   374,940.714   MT  0.99979269   -0 50 00.5
 GQ0282
 GQ0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0282!SPC AZ C     -   0.99965267  x   0.99992285  =   0.99957555
 GQ0282!UTM  12      -   0.99965267  x   0.99979269  =   0.99944543
 GQ0282
 GQ0282|---------------------------------------------------------------------|
 GQ0282| PID    Reference Object                     Distance      Geod. Az  |
 GQ0282|                                                           dddmmss.s |
 GQ0282| CH2799 BROW RM 1                             6.894 METERS 09911     |
 GQ0282| GQ0304 MILLET                              APPROX.17.8 KM 1910755.7 |
 GQ0282| CH2800 BROW RM 2                             3.868 METERS 19156     |
 GQ0282|---------------------------------------------------------------------|
 GQ0282
 GQ0282                          SUPERSEDED SURVEY CONTROL
 GQ0282
 GQ0282  NAD 83(1986)-  36 35 27.11604(N)    112 23 52.94916(W) AD(       ) 2
 GQ0282  NAD 27      -  36 35 27.15500(N)    112 23 50.30300(W) AD(       ) 2
 GQ0282  NGVD 29 (07/19/86) 2234.7    (m)         7332.     (f) VERT ANG       
 GQ0282
 GQ0282.Superseded values are not recommended for survey control.
 GQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0282.See file dsdata.txt to determine how the superseded data were derived.
 GQ0282
 GQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7494150397(NAD 83)
 GQ0282_MARKER: DS = TRIANGULATION STATION DISK
 GQ0282_SETTING: 0 = UNSPECIFIED SETTING
 GQ0282
 GQ0282  HISTORY     - Date     Condition        Report By
 GQ0282  HISTORY     - 1953     MONUMENTED       CGS
 GQ0282  HISTORY     - 1972     GOOD             AZHD
 GQ0282  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 GQ0282
 GQ0282                          STATION DESCRIPTION
 GQ0282
 GQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0282'THE STATION IS ABOUT 25 MILES SOUTH-SOUTHEAST OF FREDONIA, 4
 GQ0282'MILES NORTH OF THE HUNTING CAMP AT PINE FLAT AND 3 MILES
 GQ0282'WEST OF BIG SPRINGS RANGER STATION.  IT IS ON THE NORTH
 GQ0282'END OF A PINYON-COVERED SUMMIT THAT LIES BETWEEN THE FORKS OF
 GQ0282'A ROAD LEADING EAST TO BIG SPRINGS AND A ROAD LEADING NORTH
 GQ0282'TO RYAN.  THIS SUMMIT LIES AT THE WEST EDGE OF THE KAIBAB
 GQ0282'PLATEAU AND OVERLOOKS ALL THE AREA TO THE WEST.
 GQ0282'
 GQ0282'THE STATION IS SUPPOSED TO BE AT THE SITE OF U.S. GEOLOGICAL
 GQ0282'SURVEY STATION BROW 2 AND ABOUT 300 FEET FROM POWELL STATION
 GQ0282'BROW.  THE STUMP OF THE SIGNAL TREE AND THE TWO REFERENCE
 GQ0282'TACKS OF THE U.S. GEOLOGICAL SURVEY WERE FOUND, BUT THE
 GQ0282'STATION MARK WAS NOT RECOVERED.
 GQ0282'
 GQ0282'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION
 GQ0282'STATION IN FREDONIA GO SOUTHEASTERLY ON U.S. HIGHWAY 89 FOR
 GQ0282'1.3 MILES TO THE RYAN-BIG SPRINGS ROAD ON THE RIGHT.  TURN
 GQ0282'RIGHT AND FOLLOW THE GRADED ROAD SOUTHEASTERLY FOR 21.2 MILES
 GQ0282'TO RYAN ON THE RIGHT.  CONTINUE SOUTHERLY ON THE ROAD TO BIG
 GQ0282'SPRINGS FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN,
 GQ0282'SLIDE.  TURN RIGHT, AS PER SIGN, AND GO 1.3 MILES TO A FORK.
 GQ0282'TAKE THE LEFT FORK, LEADING UP THE DRAW, AND CONTINUE FOR
 GQ0282'1.9 MILES TO A ROAD INTERSECTION.  KEEP THE LEFT FORK AND
 GQ0282'CONTINUE SOUTHERLY ON THE MAIN ROAD, TAKING ALL LEFT FORKS, FOR
 GQ0282'5.4 MILES TO ITS INTERSECTION WITH THE ROAD FROM BIG SPRINGS.
 GQ0282'TURN LEFT, EAST, AND CONTINUE ON THE ROAD LEADING TO BIG
 GQ0282'SPRINGS FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM THE
 GQ0282'END OF TRUCK TRAVEL PACK NORTH UP THE RIDGE FOR 0.5 MILE
 GQ0282'TO THE SUMMIT AND THEN CONTINUE NORTH ALONG THE SUMMIT FOR 0.2
 GQ0282'MILE TO THE NORTH END AND THE STATION.  A 4-WHEEL DRIVE
 GQ0282'VEHICLE CAN BE DRIVEN TO THE STATION.
 GQ0282'
 GQ0282'THE STATION MARK IS STAMPED BROW 1953.  IT IS A STANDARD DISK
 GQ0282'WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 1 FOOT
 GQ0282'ABOVE THE GROUND.
 GQ0282'
 GQ0282'REFERENCE MARK 1 IS STAMPED BROW NO 1 1953.  IT IS A STANDARD
 GQ0282'DISK WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 10
 GQ0282'INCHES ABOVE THE GROUND.  IT IS AT THE SAME ELEVATION AS THE
 GQ0282'STATION MARK.
 GQ0282'
 GQ0282'REFERENCE MARK 2 IS STAMPED BROW NO 2 1953.  IT IS A STANDARD
 GQ0282'DISK SET IN A BEDROCK OUTCROP PROJECTING 1 INCH ABOVE THE
 GQ0282'GROUND.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 GQ0282'
 GQ0282'THE STUMP OF THE U.S. GEOLOGICAL SURVEY SIGNAL TREE IS 4 FEET
 GQ0282'HIGH AND HAS TRIANGULAR BLAZES ON TWO SIDES OF IT.
 GQ0282'
 GQ0282'THE TWO U.S. GEOLOGICAL SURVEY REFERENCE TACKS ARE SET IN
 GQ0282'TRIANGULAR BLAZES IN PINYON TREES.  THE ONE TO THE NORTHWEST IS 2
 GQ0282'FEET ABOVE THE GROUND AND IN A 14-INCH TREE.  THE ONE TO THE
 GQ0282'EAST IS 3 FEET ABOVE THE GROUND AND IN A 10-INCH TREE.
 GQ0282'
 GQ0282'THE FINIAL OF THE BIG SPRINGS LOOKOUT TOWER SERVES AS THE
 GQ0282'AZIMUTH MARK FOR THE STATION.
 GQ0282
 GQ0282                          STATION RECOVERY (1972)
 GQ0282
 GQ0282'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0282'GENERAL LOCATION-ABOUT 25 MILES SSE OF FREDONIA AND ABOUT
 GQ0282'3 MILES W OF BIG SPRINGS RANGER STA. ON WEST EDGE OF KAIBAB
 GQ0282'PLATEAU
 GQ0282'
 GQ0282'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0282'
 GQ0282'STATION MARK-STD USC AND GS BC WELDED TO THE TOP OF A
 GQ0282'2 INCH SOIL PIPE STAMPED BROW 1953
 GQ0282'
 GQ0282'REFERENCE MARKS-NO 1 A USC AND GS BC WELDED TO THE TOP OF
 GQ0282'A 2 IN SOIL PIPE STAMPED BROW NO 1 1953 - NO 2 IS STD USC
 GQ0282'AND GS BC SET IN BEDROCK OUTCROP STAMPED BROW NO 2 1953 COND.
 GQ0282'GOOD
 GQ0282'
 GQ0282'AZIMUTH MARK-NOT OBSERVED
 GQ0282
 GQ0282                          STATION RECOVERY (1996)
 GQ0282
 GQ0282'RECOVERY NOTE BY US POWER SQUADRON 1996
 GQ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0241 ***********************************************************************
 GQ0241  DESIGNATION -  BROW 2
 GQ0241  PID         -  GQ0241
 GQ0241  STATE/COUNTY-  AZ/COCONINO
 GQ0241  USGS QUAD   -  SOWATS SPRING (1988)
 GQ0241
 GQ0241                         *CURRENT SURVEY CONTROL
 GQ0241  ___________________________________________________________________
 GQ0241* NAD 83(1992)-  36 35 27.07792(N)    112 23 52.89632(W)     ADJUSTED  
 GQ0241* NAVD 88     -      2235.8    (meters)    7335.     (feet)  VERTCON   
 GQ0241  ___________________________________________________________________
 GQ0241  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 GQ0241  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GQ0241
 GQ0241  HORZ ORDER  -  THIRD
 GQ0241
 GQ0241.The horizontal coordinates were established by classical geodetic methods
 GQ0241.and adjusted by the National Geodetic Survey in August 1993..
 GQ0241
 GQ0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0241
 GQ0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0241
 GQ0241.The geoid height was determined by GEOID03.
 GQ0241
 GQ0241;                    North         East     Units Scale Factor Converg.
 GQ0241;SPC AZ C     -   620,178.106   170,289.017   MT  0.99992285   -0 17 13.0
 GQ0241;SPC AZ C     - 2,034,705.07    558,691.00   iFT  0.99992285   -0 17 13.0
 GQ0241;UTM  12      - 4,050,395.727   374,942.148   MT  0.99979268   -0 50 00.5
 GQ0241
 GQ0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0241!SPC AZ C     -   0.99965267  x   0.99992285  =   0.99957555
 GQ0241!UTM  12      -   0.99965267  x   0.99979268  =   0.99944542
 GQ0241
 GQ0241:                Primary Azimuth Mark                     Grid Az
 GQ0241:SPC AZ C     -  MILLET                                   191 25 28.5
 GQ0241:UTM  12      -  MILLET                                   191 58 16.0
 GQ0241
 GQ0241|---------------------------------------------------------------------|
 GQ0241| PID    Reference Object                     Distance      Geod. Az  |
 GQ0241|                                                           dddmmss.s |
 GQ0241| GQ0304 MILLET                              APPROX.17.8 KM 1910815.5 |
 GQ0241|---------------------------------------------------------------------|
 GQ0241
 GQ0241                          SUPERSEDED SURVEY CONTROL
 GQ0241
 GQ0241  NAD 83(1986)-  36 35 27.07169(N)    112 23 52.89035(W) AD(       ) 3
 GQ0241  NGVD 29 (05/08/89) 2234.7    (m)         7332.     (f) VERT ANG       
 GQ0241
 GQ0241.Superseded values are not recommended for survey control.
 GQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0241.See file dsdata.txt to determine how the superseded data were derived.
 GQ0241
 GQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7494250396(NAD 83)
 GQ0241_MARKER: DS = TRIANGULATION STATION DISK
 GQ0241_SETTING: 80 = SET IN A BOULDER
 GQ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0241+STABILITY: SURFACE MOTION
 GQ0241
 GQ0241  HISTORY     - Date     Condition        Report By
 GQ0241  HISTORY     - 1933     MONUMENTED       USGS
 GQ0241
 GQ0241                          STATION DESCRIPTION
 GQ0241
 GQ0241'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0241'LOCATED ABOUT 3 MI W. OF BIG SPRINGS RANGER STATION, ABOUT 0.5 MI
 GQ0241'N. OF RD. FROM BIG SPRINGS TO JUMPUP, 0.5 MI E. OF RD. FROM RYAN
 GQ0241'TO BIG SADDLE CAMP.  ON NORTH END OF PROMINENT JUNIPER AND
 GQ0241'PINON-COVERED RIDGE LYING TO W. OF MAIN KAIBAB PLATEAU.
 GQ0241'
 GQ0241'TO REACH NOT GIVEN.
 GQ0241'
 GQ0241'STATION MARK--STANDARD TABLET STAMPED---BROW 2 1933---, CEMENTED IN
 GQ0241'LIMESTONE BOULDER IMBEDDED IN GROUND.
 GQ0241'
 GQ0241'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0241'12-INCH PINON TREE.
 GQ0241'
 GQ0241'RM 2--COPPER NAIL AND WASHER ON 8-INCH PINON TREE.
 GQ0241'
 GQ0241'RM 3--SMALL DEAD TREE SURROUNDED BY PYRAMID OF STONES INCLOSED
 GQ0241'IN LOG CRIBBING.
 GQ0241'
 GQ0241'NOTE--IN 1953 STATION MARK NOT FOUND BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HN0761 ***********************************************************************
 HN0761  DESIGNATION -  BROWN
 HN0761  PID         -  HN0761
 HN0761  STATE/COUNTY-  AZ/COCONINO
 HN0761  USGS QUAD   -  WARM CREEK BAY (1985)
 HN0761
 HN0761                         *CURRENT SURVEY CONTROL
 HN0761  ___________________________________________________________________
 HN0761* NAD 83(1992)-  37 00 05.62064(N)    111 27 11.62190(W)     ADJUSTED  
 HN0761* NAVD 88     -      1131.7    (meters)    3713.     (feet)  VERTCON   
 HN0761  ___________________________________________________________________
 HN0761  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HN0761  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 HN0761
 HN0761  HORZ ORDER  -  FIRST
 HN0761
 HN0761.The horizontal coordinates were established by classical geodetic methods
 HN0761.and adjusted by the National Geodetic Survey in November 1997..
 HN0761
 HN0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0761
 HN0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 HN0761
 HN0761.The geoid height was determined by GEOID03.
 HN0761
 HN0761;                    North         East     Units Scale Factor Converg.
 HN0761;SPC AZ C     -   665,743.743   254,606.580   MT  0.99992095   +0 16 44.1
 HN0761;SPC AZ C     - 2,184,198.63    835,323.43   iFT  0.99992095   +0 16 44.1
 HN0761;SPC UT S     - 3,037,169.124   504,163.324   MT  1.00004384   +0 01 43.2
 HN0761;UTM  12      - 4,095,141.560   459,674.235   MT  0.99962003   -0 16 22.0
 HN0761
 HN0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0761!SPC AZ C     -   0.99982612  x   0.99992095  =   0.99974708
 HN0761!SPC UT S     -   0.99982612  x   1.00004384  =   0.99986995
 HN0761!UTM  12      -   0.99982612  x   0.99962003  =   0.99944621
 HN0761
 HN0761|---------------------------------------------------------------------|
 HN0761| PID    Reference Object                     Distance      Geod. Az  |
 HN0761|                                                           dddmmss.s |
 HN0761| CH2801 BROWN RM 1                           13.198 METERS 00529     |
 HN0761| HN0762 T44S R4E SECS 10 11 CC               16.998 METERS 07815     |
 HN0761| HN0763 BOUNDARY MON 143 M AZ UT            APPROX. 0.6 KM 2701923.6 |
 HN0761|---------------------------------------------------------------------|
 HN0761
 HN0761                          SUPERSEDED SURVEY CONTROL
 HN0761
 HN0761  NAD 83(1992)-  37 00 05.62067(N)    111 27 11.62194(W) AD(       ) 1
 HN0761  NAD 83(1986)-  37 00 05.61604(N)    111 27 11.62371(W) AD(       ) 1
 HN0761  NAD 27      -  37 00 05.65951(N)    111 27 09.05803(W) AD(       ) 1
 HN0761  NGVD 29 (05/08/89) 1130.8    (m)         3710.     (f) VERT ANG       
 HN0761
 HN0761.Superseded values are not recommended for survey control.
 HN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0761.See file dsdata.txt to determine how the superseded data were derived.
 HN0761
 HN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5967495142(NAD 83)
 HN0761_MARKER: DS = TRIANGULATION STATION DISK
 HN0761_SETTING: 66 = SET IN ROCK OUTCROP
 HN0761
 HN0761  HISTORY     - Date     Condition        Report By
 HN0761  HISTORY     - 1934     MONUMENTED       CGS
 HN0761  HISTORY     - 1947     GOOD             CGS
 HN0761  HISTORY     - 1954     GOOD             USGS
 HN0761  HISTORY     - 1959     GOOD             USGS
 HN0761  HISTORY     - 1963     GOOD             CGS
 HN0761  HISTORY     - 1972     GOOD             AZHD
 HN0761
 HN0761                          STATION DESCRIPTION
 HN0761
 HN0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 HN0761'TWO MILES WEST OF COLORADO RIVER, 1 MILE EAST OF WAHWEAP CANYON,
 HN0761'1/2 MILE SOUTH OF LARGE ROCK MOUNTAIN, AND ON SMALL BROWN KNOLL.
 HN0761'TO REACH FROM KANAB, UTAH, GO EAST ON JOHNSON ROAD 8.6 MILES.
 HN0761'TURN RIGHT AND GO 7.7 MILES.  TAKE LEFT FORK AT SIGN READING
 HN0761'PAHREAH AND GO 12.8 MILES, KEEPING TO LEFT-HAND ROAD PASSING
 HN0761'OLD CORRAL ON LEFT, AND CONTINUE 17.0 MILES TO PARIA RIVER, AND
 HN0761'PAHREAH RANCH OWNED (1934) BY JAMES E. SMITH.  FROM RANCH
 HN0761'FURTHER TRAVEL MUST BE BY WAGON OR ON HORSEBACK.  MR. SMITH
 HN0761'KNOWS LOCATION OF STATION AND CAN FURNISH TRANSPORTATION.  ROUTE
 HN0761'FROM RANCH LEADS DOWN PARIA RIVER APPROXIMATELY 10 MILES,
 HN0761'THENCE EASTWARD OVER SMALL RIDGE, FOLLOWING WAGON TRACKS
 HN0761'AROUND SOUTHERN END OF BLUE-GREY HILLS AND CONTINUING IN
 HN0761'EASTERLY DIRECTION APPROXIMATELY 20 MILES TO WAHWEAP CANYON.  GO
 HN0761'DOWN CANYON ABOUT 4 MILES, PASSING COTTONWOOD SPRING.  CONTINUE
 HN0761'12 MILES DOWN CANYON TO WAHWEAP SPRING, AND ON ABOUT 1-1/2
 HN0761'MILES TO PLACE WHERE OLD ROAD LEADS NORTHEAST UP MOST
 HN0761'EASTERLY OF TWO WASHES COMING IN FROM NORTH.  FOLLOW OLD ROAD
 HN0761'APPROXIMATELY 1/2 MILE.  TURN RIGHT (EAST) OUT OF WASH AND
 HN0761'CONTINUE 1 MILE, PASSING 150 FEET TO RIGHT OF SPRING OF GOOD
 HN0761'WATER, THEN BEAR RIGHT (SOUTHEAST), PASSING TO RIGHT OF LARGE
 HN0761'ROCK DOME.  CONTINUE ABOUT 1/2 MILE SOUTH-SOUTHEAST TO
 HN0761'SMALL BROWN KNOLL AND STATION.  FROM PAHREAH RANCH TO STATION IS
 HN0761'TWO-DAY TRIP.  CAMP AT WHITE ROCK SPRINGS (ALKALINE WATER) ABOUT
 HN0761'3 MILES WEST OF WHERE ONE ENTERS WAHWEAP CANYON.  STATION MARK
 HN0761'IS STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE MARK
 HN0761'NO. 1 IS STANDARD DISK IN OUTCROPPING BEDROCK, 13.260
 HN0761'METERS (43.50 FEET) FROM STATION.
 HN0761'G.L.O. BOUNDARY MARK (SEE GEOGRAPHIC POSITION AND DESCRIPTION
 HN0761'THEREOF) IS 16.982 METERS (55.72 FEET) EAST OF STATION.
 HN0761'BEARING FROM STATION TO BOUNDARY
 HN0761'MONUMENT 140 (SEE GEOGRAPHIC POSITION THEREOF) N 89 DEG 48 MIN W,
 HN0761'AND TO BOUNDARY MONUMENT 143 (SEE GEOGRAPHIC
 HN0761'POSITION AND DESCRIPTION THEREOF), DISTANT 556.565 METERS
 HN0761'(1,826.00 FEET).
 HN0761
 HN0761                          STATION RECOVERY (1947)
 HN0761
 HN0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 HN0761'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 HN0761'CONDITION.  IT IS ABOUT 12 MILES NORTHEAST OF NAVAJO BRIDGE 4
 HN0761'MILES EAST OF LONE ROCK, 2 MILES WEST OF THE COLORADO RIVER,
 HN0761'1 MILE EAST OF WAHWEAP CANYON, 1/2 MILE SOUTH OF LARGE ROCK
 HN0761'MOUNTAIN, AND ON THE UTAH AND ARIZONA STATE LINE.
 HN0761'
 HN0761'THE STATION IS A STANDARD DISK STAMPED BROWN 1934, SET IN
 HN0761'BEDROCK, FLUSH.  IT IS ON THE TOP OF A LOW SANDSTONE MOUND, 56
 HN0761'FEET WEST OF A GLO BOUNDARY MARK.
 HN0761'
 HN0761'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BROWN NO 1 1934,
 HN0761'SET IN BEDROCK, FLUSH.  IT IS ON THE NORTH RIM OF THE MOUND,
 HN0761'AND ABOUT 4 FEET LOWER THAN THE STATION.
 HN0761'
 HN0761'GLO BOUNDARY MARK WAS USED AS R.M. NO 2.  IT IS A BRONZE CAP ON
 HN0761'THE TOP OF A LEADPIPE PROJECTING ABOUT 16 INCHES, WHICH IS ABOUT
 HN0761'4 FEET LOWER THAN THE STATION.
 HN0761'
 HN0761'A UTAH AND ARIZONA BOUNDARY MARK WAS USED AS THE AZIMUTH MARK.
 HN0761'IT IS A BRONZE DISK BRAZED ON THE TOP OF A LEAD PIPE PROJECTING
 HN0761'ABOUT 3 FEET, STAMPED UTAH 143 M ARIZONA.  THE MARK IS 556 METERS
 HN0761'WEST OF THE STATION AND ON THE BOUNDARY BETWEEN UTAH AND ARIZONA.
 HN0761'
 HN0761'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 HN0761'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MI.  TAKE
 HN0761'LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO THE LEFT ROAD GRADED
 HN0761'AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT DOWN THE PARIA
 HN0761'RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A GATE.  PASS
 HN0761'THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR 1.6 MILES TO
 HN0761'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.6 MILES TO A FARM
 HN0761'AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH THE
 HN0761'GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3 MILES
 HN0761'AND A GROUP OF TALL TREES.  TURN LEFT LEAVING THE ROAD AND
 HN0761'CROSS RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW
 HN0761'THIS BLADED ROAD FOR ABOUT 14.0 MILES, PASSING THROUGH 4
 HN0761'GATES AND INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.
 HN0761'TURN RIGHT DOWN WAHWEAP CREEK AND FOLLOW THE CREEK BED FOR 9.0
 HN0761'MILE TO LONE ROCK.  CONTINUE ON DOWN WAHWEAP CREEK FOR 2.3 MILES
 HN0761'TO A WASH ON THE LEFT (NORTH).  TURN NORTH UP THE WASH FOR
 HN0761'0.5 MILE TO A CREEK FORK.  TAKE THE RIGHT HAND FORK AND GO
 HN0761'1.5 MILES FOLLOWING BLADED ROAD.  TURN RIGHT AND FOLLOW A CATTLE
 HN0761'TRAIL FOR 0.8 MILE TO A POINT 150 YARDS SOUTH OF A LARGE
 HN0761'SANDSTONE MOUNTAIN.  BEAR RIGHT AND CROSS COUNTRY FOR 0.8 MILE
 HN0761'TO A LOW KNOLL AND THE STATION AS DESCRIBED ABOVE.
 HN0761
 HN0761                          STATION RECOVERY (1954)
 HN0761
 HN0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HN0761'RECOVERED IN GOOD CONDITION.
 HN0761
 HN0761                          STATION RECOVERY (1959)
 HN0761
 HN0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0761'RECOVERED IN GOOD CONDITION.
 HN0761'
 HN0761'STATION MARK--STANDARD DISK, STAMPED ---BROWN 1934---, SET IN BEDROCK
 HN0761'FLUSH.
 HN0761
 HN0761                          STATION RECOVERY (1963)
 HN0761
 HN0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0761'THE STATION, REFERENCE MARK 1 AND THE G.L.O. BOUNDARY MARK (R.M.
 HN0761'2) WERE RECOVERED IN GOOD CONDITION.  THE UTAH AND ARIZONA
 HN0761'BOUNDARY MARK 143 M WAS NOT RECOVERED NOR SEARCHED FOR.
 HN0761'
 HN0761'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
 HN0761'
 HN0761'A BETTER ROUTE TO THE STATION IS--
 HN0761'
 HN0761'TO REACH FROM THE EAST END OF THE BRIDGE AT THE GLEN CANYON
 HN0761'DAM, GO WEST ACROSS THE BRIDGE, THEN NORTHWEST AND NORTH ON U.S.
 HN0761'HIGHWAY 89 FOR 4.75 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 HN0761'AS PER SIGN WAHWEAP, AND FOLLOW THE MAIN GRAVELED ROAD AND SIGNS
 HN0761'PUBLIC CAMP GROUND FOR 2.25 MILES TO THE CAMP GROUND ON THE
 HN0761'RIGHT.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.15 MILE TO A
 HN0761'CROSSROAD AND STOP SIGN.  CONTINUE AHEAD ON THE MAIN ROAD
 HN0761'EASTERLY FOR 1.3 MILES TO A 3-WAY FORK.  TURN RIGHT, ON THE MAIN
 HN0761'ROAD, CROSS CREEK AND GO 1.1 MILES TO A CATTLE GUARD.  CROSS
 HN0761'CATTLE GUARD AND CONTINUE FOR 0.6 MILE TO A SIDE ROAD LEFT
 HN0761'AT SOME PLY-WOOD SHACKS ON THE LEFT.  CONTINUE AHEAD ON
 HN0761'THE MAIN ROAD FOR 0.85 MILE TO A BLADED DIRT ROAD RIGHT.  TURN
 HN0761'RIGHT, SOUTHERLY, AND FOLLOW DIRT ROAD FOR 0.35 MILE TO A
 HN0761'FORK.  KEEP THE RIGHT FORK, STRAIGHT AHEAD, FOR 0.4 MILE TO
 HN0761'A DIM TRACK ROAD ON THE RIGHT (THE MAIN ROAD TURNS LEFT AND
 HN0761'MAKES A LOOP BACK INTO THE FORK ABOVE).  TURN RIGHT AND
 HN0761'FOLLOW DIM TRACK ROAD SOUTHERLY AND EASTERLY FOR 0.55 MILE
 HN0761'TO A VERY DIM SIDE ROAD RIGHT (THIS IS OPPOSITE, SOUTH OF THE
 HN0761'HIGH POINT OF A LARGE SANDSTONE MOUNTAIN).  TURN RIGHT
 HN0761'AND FOLLOW DIM TRACK ROAD FOR 0.3 MILE TO A DIM FORK.  TAKE THE
 HN0761'LEFT FORK, VERY DIM, FOR 0.45 MILE TO A G.L.O. MARK AND A
 HN0761'BROWN-COLORED SANDSTONE OUTCROP AND THE STATION ON THE
 HN0761'RIGHT.
 HN0761'
 HN0761'A 4-WHEEL DRIVE TRUCK IS REQUIRED FOR THE LAST 0.2 MILE.
 HN0761
 HN0761                          STATION RECOVERY (1972)
 HN0761
 HN0761'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HN0761'A.  GENERAL LOCATION-ABOUT 2 MILES W OF THE COLORADO RIVER AND 1
 HN0761'MILE E WAHWEAP CANYON AND 1/2 MILE S OF CASTLE ROCK
 HN0761'
 HN0761'B.  TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HN0761'AND MAP OF LAKE POWELL AREA
 HN0761'
 HN0761'C.  STATION MARK-STD USC AND GS BRASS CAP SET IN BEDROCK STAMPED
 HN0761'BROWN 1934
 HN0761'
 HN0761'D.  REFERENCE MARKS-R.M. NO 1 STD USC AND GS BRASS CAP STAMPED
 HN0761'BROWN NO 1 1934 R.M. NO 2 STD U.S. GLO BRASS CAP ON IRON PIPE
 HN0761'LAYING ON GROUND AND NOT NEAR POSITION AS DESCRIBED.
 HN0761'
 HN0761'E.  AZIMUTH MARK-BOUNDARY MONUMENT 143 (SEE GEOGRAPHIC POSITION
 HN0761'AND DESCRIPTION THEREOF)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0534 ***********************************************************************
 ER0534  DESIGNATION -  BROWN
 ER0534  PID         -  ER0534
 ER0534  STATE/COUNTY-  AZ/APACHE
 ER0534  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0534
 ER0534                         *CURRENT SURVEY CONTROL
 ER0534  ___________________________________________________________________
 ER0534* NAD 83(1992)-  34 16 48.48498(N)    109 48 15.31261(W)     ADJUSTED  
 ER0534* NAVD 88     -      2085.43   (+/-2cm)    6841.9    (feet)  VERTCON   
 ER0534  ___________________________________________________________________
 ER0534  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 ER0534  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0534
 ER0534  HORZ ORDER  -  SECOND
 ER0534  VERT ORDER  -  THIRD ? (See Below)
 ER0534
 ER0534.The horizontal coordinates were established by classical geodetic methods
 ER0534.and adjusted by the National Geodetic Survey in August 1993..
 ER0534
 ER0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0534.The vertical order pertains to the NGVD 29 superseded value.
 ER0534
 ER0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0534
 ER0534.The geoid height was determined by GEOID03.
 ER0534
 ER0534;                    North         East     Units Scale Factor Converg.
 ER0534;SPC AZ E     -   363,784.103   246,727.899   MT  0.99991372   +0 12 14.9
 ER0534;SPC AZ E     - 1,193,517.40    809,474.73   iFT  0.99991372   +0 12 14.9
 ER0534;UTM  12      - 3,793,864.405   610,063.736   MT  0.99974932   +0 40 24.8
 ER0534
 ER0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0534!SPC AZ E     -   0.99967639  x   0.99991372  =   0.99959014
 ER0534!UTM  12      -   0.99967639  x   0.99974932  =   0.99942579
 ER0534
 ER0534|---------------------------------------------------------------------|
 ER0534| PID    Reference Object                     Distance      Geod. Az  |
 ER0534|                                                           dddmmss.s |
 ER0534| CD1686 BROWN RM 1                            9.063 METERS 10955     |
 ER0534| CD1687 BROWN RM 2                            9.268 METERS 28843     |
 ER0534| ER0535 ORTEGA                              APPROX. 5.9 KM 2940703.6 |
 ER0534|---------------------------------------------------------------------|
 ER0534
 ER0534                          SUPERSEDED SURVEY CONTROL
 ER0534
 ER0534  NAD 83(1986)-  34 16 48.48230(N)    109 48 15.32013(W) AD(       ) 2
 ER0534  NAD 27      -  34 16 48.32885(N)    109 48 12.94191(W) AD(       ) 2
 ER0534  NGVD 29 (07/19/86) 2084.53   (m)         6839.0    (f) LEVELING    3  
 ER0534
 ER0534.Superseded values are not recommended for survey control.
 ER0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0534.See file dsdata.txt to determine how the superseded data were derived.
 ER0534
 ER0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1006493864(NAD 83)
 ER0534_MARKER: DD = SURVEY DISK
 ER0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0534+STABILITY: SURFACE MOTION
 ER0534
 ER0534  HISTORY     - Date     Condition        Report By
 ER0534  HISTORY     - 1979     MONUMENTED       AZDT
 ER0534  HISTORY     - 20050729 GOOD             USPSQD
 ER0534
 ER0534                          STATION DESCRIPTION
 ER0534
 ER0534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0534'THE STATION IS LOCATED ABOUT 18 MILES WEST-SOUTHWEST OF CONCHO AND
 ER0534'31 1/2 MILES WEST-NORTHWEST OF SPRINGERVILLE, ALONG THE EAST SIDE OF
 ER0534'SR 61 AT CREST OF A HILL.
 ER0534'
 ER0534'THE STATION MARK IS AN ADOT DISK STAMPED---BROWN 1979---IT IS SET IN
 ER0534'TOP OF A 10 INCH CONCRETE MONUMENT SET 4 FEET NORTH OF THE WITNESS
 ER0534'POST.
 ER0534'
 ER0534'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BROWN RM 1 1979---IT IS SET
 ER0534'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0534'
 ER0534'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BROWN RM 2 1979---IT IS SET
 ER0534'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0534'
 ER0534'TO REACH THE STATION FROM SPRINGERVILLE TRAVEL WEST ALONG U.S. HIGHWAY
 ER0534'60 FOR 5 MILES TO HIGHWAYS 180, 666 AND 60.  CONTINUE WEST ALONG US 60
 ER0534'TO MILE POST 354.85 AND THE STATION ON THE LEFT.
 ER0534
 ER0534                          STATION RECOVERY (2005)
 ER0534
 ER0534'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1130 ***********************************************************************
 CG1130  DESIGNATION -  BROWN
 CG1130  PID         -  CG1130
 CG1130  STATE/COUNTY-  AZ/PIMA
 CG1130  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG1130
 CG1130                         *CURRENT SURVEY CONTROL
 CG1130  ___________________________________________________________________
 CG1130* NAD 83(1992)-  31 45 23.75859(N)    111 30 44.04620(W)     ADJUSTED  
 CG1130* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 CG1130  ___________________________________________________________________
 CG1130  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CG1130  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CG1130
 CG1130  HORZ ORDER  -  THIRD
 CG1130
 CG1130.The horizontal coordinates were established by classical geodetic methods
 CG1130.and adjusted by the National Geodetic Survey in August 1993..
 CG1130
 CG1130.The orthometric height was scaled from a topographic map.
 CG1130
 CG1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1130
 CG1130.The geoid height was determined by GEOID03.
 CG1130
 CG1130;                    North         East     Units Scale Factor Converg.
 CG1130;SPC AZ C     -    83,951.515   251,672.936   MT  0.99991810   +0 12 46.3
 CG1130;SPC AZ C     -   275,431.48    825,698.61   iFT  0.99991810   +0 12 46.3
 CG1130;UTM  12      - 3,513,571.246   451,488.993   MT  0.99962902   -0 16 10.6
 CG1130
 CG1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1130!SPC AZ C     -   0.99983237  x   0.99991810  =   0.99975049
 CG1130!UTM  12      -   0.99983237  x   0.99962902  =   0.99946145
 CG1130
 CG1130:                Primary Azimuth Mark                     Grid Az
 CG1130:SPC AZ C     -  SYCAMORE                                 095 59 46.3
 CG1130:UTM  12      -  SYCAMORE                                 096 28 43.2
 CG1130
 CG1130|---------------------------------------------------------------------|
 CG1130| PID    Reference Object                     Distance      Geod. Az  |
 CG1130|                                                           dddmmss.s |
 CG1130| CG0428 SYCAMORE                            APPROX. 3.1 KM 0961232.6 |
 CG1130| CH4428 BROWN RM 1                                         19537     |
 CG1130| CH4429 BROWN RM 2                           10.044 METERS 27016     |
 CG1130|---------------------------------------------------------------------|
 CG1130
 CG1130                          SUPERSEDED SURVEY CONTROL
 CG1130
 CG1130  NAD 83(1986)-  31 45 23.75140(N)    111 30 44.04592(W) AD(       ) 3
 CG1130  NAD 27      -  31 45 23.44400(N)    111 30 41.67500(W) AD(       ) 3
 CG1130
 CG1130.Superseded values are not recommended for survey control.
 CG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1130.See file dsdata.txt to determine how the superseded data were derived.
 CG1130
 CG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5148913571(NAD 83)
 CG1130_MARKER: DS = TRIANGULATION STATION DISK
 CG1130_SETTING: 0 = UNSPECIFIED SETTING
 CG1130
 CG1130  HISTORY     - Date     Condition        Report By
 CG1130  HISTORY     - 1936     MONUMENTED       CGS
 CG1130
 CG1130                          STATION DESCRIPTION
 CG1130
 CG1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1130'ON THE POINT OF THE RIDGE FORMING THE NORTH CANYON WALL OF BROWN
 CG1130'CANYON, 0.25 MILE NORTH OF THE BROWN CANYON ROAD, 2.5 MILES WEST
 CG1130'OF THE TUCSON-SAN FERNANDO ROAD AND ABOUT 6.0 MILES WEST OF
 CG1130'BABOQUIVARI PEAK.  MARKED BY A STANDARD BRONZE DISK WELDED TO
 CG1130'A BRONZE ROD, 3.0 FEET IN LENGTH AND PLACED IN ABOUT A 5-INCH
 CG1130'SQUARE HOLE FILLED WITH CONCRETE, AND WITH TOP OF THE MARK ABOUT
 CG1130'2.0 INCHES ABOVE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1,
 CG1130'A STANDARD BRONZE REFERENCE DISK, SET SAME AS THE STATION
 CG1130'MARK, IS 6.648 METERS (21.81 FEET) FROM STATION S 15 DEG
 CG1130'37 MIN W. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1130'REFERENCE DISK, SET SAME AS THE STATION MARK, IS 10.044
 CG1130'METERS (32.95 FEET) FROM STATION N 89 DEG 44 MIN W.
 CG1130'TRIANGULATION STATION SYCAMORE WAS USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2133 ***********************************************************************
 DV2133  DESIGNATION -  BROWN
 DV2133  PID         -  DV2133
 DV2133  STATE/COUNTY-  AZ/MARICOPA
 DV2133  USGS QUAD   -  PERRYVILLE (1982)
 DV2133
 DV2133                         *CURRENT SURVEY CONTROL
 DV2133  ___________________________________________________________________
 DV2133* NAD 83(1992)-  33 28 45.17854(N)    112 27 06.34615(W)     ADJUSTED  
 DV2133* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 DV2133  ___________________________________________________________________
 DV2133  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DV2133  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV2133
 DV2133  HORZ ORDER  -  FIRST
 DV2133
 DV2133.The horizontal coordinates were established by classical geodetic methods
 DV2133.and adjusted by the National Geodetic Survey in August 1993..
 DV2133
 DV2133.The orthometric height was scaled from a topographic map.
 DV2133
 DV2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2133
 DV2133.The geoid height was determined by GEOID03.
 DV2133
 DV2133;                    North         East     Units Scale Factor Converg.
 DV2133;SPC AZ C     -   275,023.596   163,630.313   MT  0.99993048   -0 17 42.7
 DV2133;SPC AZ C     -   902,308.39    536,844.86   iFT  0.99993048   -0 17 42.7
 DV2133;UTM  12      - 3,705,357.743   365,114.555   MT  0.99982431   -0 48 03.5
 DV2133
 DV2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2133!SPC AZ C     -   0.99995507  x   0.99993048  =   0.99988555
 DV2133!UTM  12      -   0.99995507  x   0.99982431  =   0.99977939
 DV2133
 DV2133|---------------------------------------------------------------------|
 DV2133| PID    Reference Object                     Distance      Geod. Az  |
 DV2133|                                                           dddmmss.s |
 DV2133| CH4427 BROWN RM 3                            8.337 METERS 00256     |
 DV2133| CH4424 BROWN AZ MK 2                                      0231815.2 |
 DV2133| CH4425 BROWN RM 1                           13.665 METERS 05051     |
 DV2133| CH4423 BROWN AZ MK                                        0893718.0 |
 DV2133| DV0551 BROWN AZ MK 3                                      2704913.4 |
 DV2133| CH4426 BROWN RM 2                           11.119 METERS 31834     |
 DV2133|---------------------------------------------------------------------|
 DV2133
 DV2133                          SUPERSEDED SURVEY CONTROL
 DV2133
 DV2133  NAD 83(1986)-  33 28 45.17279(N)    112 27 06.35153(W) AD(       ) 1
 DV2133  NAD 27      -  33 28 45.02700(N)    112 27 03.77000(W) AD(       ) 1
 DV2133
 DV2133.Superseded values are not recommended for survey control.
 DV2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2133.See file dsdata.txt to determine how the superseded data were derived.
 DV2133
 DV2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6511505358(NAD 83)
 DV2133
 DV2133  HISTORY     - Date     Condition        Report By
 DV2133  HISTORY     - 1934     MONUMENTED       CGS
 DV2133  HISTORY     - 1936     GOOD             CGS
 DV2133  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DV2133  HISTORY     - 1956     SEE DESCRIPTION  USGS
 DV2133  HISTORY     - 1967     SEE DESCRIPTION  CGS
 DV2133  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DV2133
 DV2133                          STATION DESCRIPTION
 DV2133
 DV2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2133'ABOUT 5-1/2 MILES WEST-SOUTHWEST OF THE VILLAGE OF LITCHFIELD,
 DV2133'7-1/4 MILES NORTH-NORTHEAST OF LIBERTY, 1.1 MILES EAST OF THE
 DV2133'MAIN CANAL OF THE MARICOPA COUNTY MUNICIPAL WATER CONSERVATION
 DV2133'DISTRICT NO. 1, 1 MILE SOUTH OF THE COUNTY ROAD WEST FROM
 DV2133'LITCHFIELD, 0.4 MILE WEST OF T-ROAD INTERSECTION AT SECTION
 DV2133'CORNER, 50 FEET NORTH OF LATERAL NO. 15 OF DISTRICT NO. 1
 DV2133'AND 14.5 FEET SOUTH OF THE CENTER OF THE SECTION LINE ROAD.
 DV2133'MARKED BY A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 DV2133'POST.  REFERENCE MARK NO. 1, A
 DV2133'STANDARD BRONZE REFERENCE DISK, IS 13.672 METERS
 DV2133'(44.86 FEET) FROM STATION.
 DV2133'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DV2133'IS 11.122 METERS (36.49 FEET) FROM STATION.
 DV2133'THE ORIGINAL AZIMUTH MARK SET IN 1934 HAVING
 DV2133'BEEN DESTROYED, A NEW ONE WAS SET IN 1936.  IT IS A
 DV2133'STANDARD BRONZE DISK, IN THE SOUTHWEST ANGLE
 DV2133'OF THE INTERSECTION OF THE COUNTY ROAD WEST FROM
 DV2133'LITCHFIELD AND A SECTION LINE ROAD 100 FEET SOUTH OF THE
 DV2133'COUNTY ROAD, 90 FEET WEST OF THE SECTION ROAD, AND ABOUT 1
 DV2133'MILE FROM STATION.
 DV2133
 DV2133                          STATION RECOVERY (1947)
 DV2133
 DV2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2133'THE SURFACE STATION MARK AND AZIMUTH MARK HAS BEEN DESTROYED.
 DV2133'A NEW AZIMUTH MARK AND A REFERENCE MARK NO. 3 WAS SET AND
 DV2133'THE UNDERGROUND STATION MARK WAS USED.
 DV2133'
 DV2133'THE STATION IS LOCATED ABOUT 7 MILIES NORTHWEST OF LITCHFIELD
 DV2133'AND ABOUT 5.5 MILES WEST-SOUTHWEST OF LITCHFIELD PARK IN THE
 DV2133'RIGHT OF WAY OF A SECTION LINE ROAD.  THE STATION MARK IS
 DV2133'BRONZE DISK, SET 20 INCHES BELOW
 DV2133'GROUND LEVEL, 8 PACES NORTH OF CENTER LINE OF ROAD, 12 PACES
 DV2133'SOUTH OF A FENCELINE.  IT IS STAMPED, BROWN 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DV2133'SET FLUSH 8 INCHES SOUTH OF A FENCELINE, IS 4 FEET HIGHER
 DV2133'THAN THE STATION MARK AND IS STAMPED, BROWN NO 1 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV2133'SET FLUSH 18 INCHES SOUTH OF A FENCELINE, IS 4 FEET HIGHER
 DV2133'THAN THE STATION MARK AND IS STAMPED, BROWN NO 2 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 3 IS A BRONZE DISK,
 DV2133'PROJECTS 4 INCHES, IS 18 INCHES SOUTH OF A FENCELINE, 4 FEET
 DV2133'HIGHER THAN THE STATION MARK AND IS STAMPED, BROWN NO 3 1947.
 DV2133'
 DV2133'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE CONCRETE
 DV2133'BASE OF A PUMP, 13 PACES NORTH OF THE CENTER LINE OF ROAD.
 DV2133'IT IS STAMPED, BROWN 1947.  MARK IS REACHED FROM STATION BY
 DV2133'GOING WEST ON ROAD 0.6 MILE TO MARK ON RIGHT.
 DV2133'
 DV2133'TO REACH THE STATION FROM LITCHFIELD PARK.  GO WEST 5.0 MILE
 DV2133'TO CROSSROAD AT THE FLOATING W RANCH.  TURN LEFT, GO 1.0 MILE
 DV2133'TO ROAD RIGHT.  TURN RIGHT, GO 0.4 MILE TO STATION.
 DV2133'
 DV2133'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 DV2133
 DV2133                          STATION RECOVERY (1956)
 DV2133
 DV2133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2133'STATION HAS EITHER BEEN DESTROYED OR IS BURIED.
 DV2133'
 DV2133'THREE REFERENCE MARKS WERE FOUND UPROOTED AND LAYING ON THE
 DV2133'GROUND.
 DV2133
 DV2133                          STATION RECOVERY (1967)
 DV2133
 DV2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV2133'A THOROUGH SEARCH WAS MADE FOR THE STATION MARK BUT IT WAS
 DV2133'NOT RECOVERED.
 DV2133'
 DV2133'R.M. 1, STAMPED BROWN NO 1 1934, WAS FOUND DESTROYED AND THE
 DV2133'DISK WAS RECOVERED.
 DV2133'
 DV2133'R.M. 2, STAMPED BROWN NO 2 1934, WAS FOUND DESTROYED AND THE DISK
 DV2133'WAS RECOVERED.
 DV2133'
 DV2133'R.M. 3, STAMPED BROWN NO 3 1947, WAS FOUND DESTROYED AND THE
 DV2133'DISK WAS RECOVERED.
 DV2133'
 DV2133'THE AZIMUTH MARK, STAMPED BROWN 1934, WAS FOUND DESTROYED
 DV2133'AND THE DISK WAS RECOVERED.
 DV2133
 DV2133                          STATION RECOVERY (1972)
 DV2133
 DV2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV2133'THE AREA OF THE STATION HAS BEEN LEVELED FOR FARMING.  THE
 DV2133'STATION AND 3 REFERENCE MARK MONUMENTS WERE RECOVERED WITH
 DV2133'DISKS REMOVED.  THE UNDERGROUND STATION MARK MAY BE IN PLACE,
 DV2133'BUT CANNOT BE RECOVERED.  THE AZIMUTH MARK WAS RECOVERED
 DV2133'IN THE DESCRIBED AREA IN GOOD CONDITION.
 DV2133'
 DV2133'AIRLINE DISTANCE AND DIRECTION FROM NEARES TOWN--5-1/2 MILES
 DV2133'SOUTHWEST OF LITCHFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1790 ***********************************************************************
 DU1790  DESIGNATION -  BROWN
 DU1790  PID         -  DU1790
 DU1790  STATE/COUNTY-  AZ/MARICOPA
 DU1790  USGS QUAD   -  STEWART MTN (1978)
 DU1790
 DU1790                         *CURRENT SURVEY CONTROL
 DU1790  ___________________________________________________________________
 DU1790* NAD 83(1992)-  33 36 51.54455(N)    111 34 29.24474(W)     ADJUSTED  
 DU1790* NAVD 88     -       623.8    (meters)    2047.     (feet)  VERTCON   
 DU1790  ___________________________________________________________________
 DU1790  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DU1790  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DU1790
 DU1790  HORZ ORDER  -  SECOND
 DU1790
 DU1790.The horizontal coordinates were established by classical geodetic methods
 DU1790.and adjusted by the National Geodetic Survey in August 1993..
 DU1790
 DU1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1790
 DU1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1790
 DU1790.The geoid height was determined by GEOID03.
 DU1790
 DU1790;                    North         East     Units Scale Factor Converg.
 DU1790;SPC AZ C     -   289,931.089   245,083.110   MT  0.99991240   +0 11 21.4
 DU1790;SPC AZ C     -   951,217.48    804,078.44   iFT  0.99991240   +0 11 21.4
 DU1790;UTM  12      - 3,719,541.719   446,680.332   MT  0.99963505   -0 19 05.6
 DU1790
 DU1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1790!SPC AZ C     -   0.99990665  x   0.99991240  =   0.99981906
 DU1790!UTM  12      -   0.99990665  x   0.99963505  =   0.99954173
 DU1790
 DU1790|---------------------------------------------------------------------|
 DU1790| PID    Reference Object                     Distance      Geod. Az  |
 DU1790|                                                           dddmmss.s |
 DU1790| DU1806 BROWN RM 1                           10.252 METERS 01536     |
 DU1790| DU1807 BROWN RM 2                            9.941 METERS 19757     |
 DU1790| DU1791 DUVAL                               APPROX. 3.6 KM 2181543.2 |
 DU1790|---------------------------------------------------------------------|
 DU1790
 DU1790                          SUPERSEDED SURVEY CONTROL
 DU1790
 DU1790  NAD 83(1986)-  33 36 51.54072(N)    111 34 29.25191(W) AD(       ) 2
 DU1790  NGVD 29 (07/10/87)  623.2    (m)         2045.     (f) VERT ANG       
 DU1790
 DU1790.Superseded values are not recommended for survey control.
 DU1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1790.See file dsdata.txt to determine how the superseded data were derived.
 DU1790
 DU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4668019542(NAD 83)
 DU1790_MARKER: DS = TRIANGULATION STATION DISK
 DU1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1790+STABILITY: SURFACE MOTION
 DU1790
 DU1790  HISTORY     - Date     Condition        Report By
 DU1790  HISTORY     - 1981     MONUMENTED       AZDT
 DU1790
 DU1790                          STATION DESCRIPTION
 DU1790
 DU1790'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1790'THE STATION IS LOCATED 6 MILES SOUTHEAST OF FORT MCDOWELL, 3 MILES
 DU1790'NORTHWEST OF SAGUARO LAKE ON TOP OF A LOW HILL IN THE MEDIAN OF
 DU1790'ARIZONA HIGHWAY 87.
 DU1790'
 DU1790'THE STATION MARK IS AN AZDT DISK STAMPED---BROWN 1981---SET IN
 DU1790'TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTH OF THE WITNESS POST.
 DU1790'
 DU1790'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BROWN RM 1 1981---SET
 DU1790'IN TOP OF A CONCRETE MONUMENT.
 DU1790'
 DU1790'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BROWN RM 2 1981---SET
 DU1790'IN TOP OF A CONCRETE MONUMENT.
 DU1790'
 DU1790'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1790'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1790'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1790'51.4 MILES TO SAGUARO LAKE TURN OFF CONTINUE SOUTH FOR 1.1 MILES TO
 DU1790'DIM TRACKS ON LEFT.  TURN LEFT ALONG TRACKS AND TRAVEL EAST UP RIDGE
 DU1790'TO THE TOP OF HILL, CONTINUE SOUTHEAST TO A LOWER HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0551 ***********************************************************************
 DV0551  DESIGNATION -  BROWN AZ MK 3
 DV0551  PID         -  DV0551
 DV0551  STATE/COUNTY-  AZ/MARICOPA
 DV0551  USGS QUAD   -  PERRYVILLE (1982)
 DV0551
 DV0551                         *CURRENT SURVEY CONTROL
 DV0551  ___________________________________________________________________
 DV0551* NAD 83(1986)-  33 28 46.     (N)    112 27 40.     (W)     SCALED    
 DV0551* NAVD 88     -       331.192  (meters)    1086.59   (feet)  ADJUSTED  
 DV0551  ___________________________________________________________________
 DV0551  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV0551  DYNAMIC HT  -         330.810 (meters)    1085.33  (feet)  COMP
 DV0551  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DV0551
 DV0551  VERT ORDER  -  FIRST     CLASS II
 DV0551
 DV0551.The horizontal coordinates were scaled from a topographic map and have
 DV0551.an estimated accuracy of +/- 6 seconds.
 DV0551
 DV0551.The orthometric height was determined by differential leveling
 DV0551.and adjusted by the National Geodetic Survey in June 1991..
 DV0551
 DV0551.The geoid height was determined by GEOID03.
 DV0551
 DV0551.The dynamic height is computed by dividing the NAVD 88
 DV0551.geopotential number by the normal gravity value computed on the
 DV0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0551.degrees latitude (g = 980.6199 gals.).
 DV0551
 DV0551.The modeled gravity was interpolated from observed gravity values.
 DV0551
 DV0551;                    North         East    Units  Estimated Accuracy
 DV0551;SPC AZ C     -   275,050.      162,760.      MT  (+/- 180 meters Scaled)
 DV0551
 DV0551                          SUPERSEDED SURVEY CONTROL
 DV0551
 DV0551  NGVD 29 (??/??/92)  330.633  (m)         1084.75   (f) ADJ UNCH    1 2
 DV0551
 DV0551.Superseded values are not recommended for survey control.
 DV0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0551.See file dsdata.txt to determine how the superseded data were derived.
 DV0551
 DV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642053(NAD 83)
 DV0551_MARKER: DZ = AZIMUTH MARK DISK
 DV0551_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0551+STABILITY: SURFACE MOTION
 DV0551
 DV0551  HISTORY     - Date     Condition        Report By
 DV0551  HISTORY     - 1947     MONUMENTED       CGS
 DV0551  HISTORY     - 1967     GOOD             NGS
 DV0551  HISTORY     - 1981     GOOD             NGS
 DV0551  HISTORY     - 1981     GOOD             AZDT
 DV0551
 DV0551                          STATION DESCRIPTION
 DV0551
 DV0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0551'9.0 MI NW FROM GOODYEAR.
 DV0551'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0551'THENCE 3.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 28, T 2 N, R 2 W,
 DV0551'1.0 MILE NORTH OF THE INTERSECTION OF PERRYVILLE ROAD AND MCDOWELL
 DV0551'ROAD, 51 FEET EAST OF THE CENTER LINE OF PERRYVILLE ROAD, 57 FEET
 DV0551'NORTH OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF THE
 DV0551'SOUTHEAST CORNER OF A 4- X 4-FOOT CONCRETE PLATFORM WHICH SURROUNDS A
 DV0551'WELL, 3 INCHES SOUTHEAST OF A METAL FLANGE FOR A 10-INCH PIPE, 82 FEET
 DV0551'EAST AND ACROSS THE ROAD FROM BENCH MARK C 265, AND ABOUT 2 FEET ABOVE
 DV0551'THE LEVEL OF THE ROAD.  NOTE-- ALL THE STAMPING HAS BEEN SCRAPED OF
 DV0551'OFF THE DISK.
 DV0551
 DV0551                          STATION RECOVERY (1981)
 DV0551
 DV0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0551'RECOVERED IN GOOD CONDITION.
 DV0551
 DV0551                          STATION RECOVERY (1981)
 DV0551
 DV0551'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0551'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0551'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0551'THE MARK ON THE NORTHEAST CORNER OF PERRYVILLE ROAD AND WEST THOMAS
 DV0551'ROAD, 51.6 FT (15.73 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 59.0
 DV0551'FT (17.98 M) NORTH OF CENTERLINE OF THOMAS ROAD, 23.3 FT (7.10 M)
 DV0551'EAST OF THE EAST EDGE OF A NORTH-SOUTH CONCRETE IRRIGATION DITCH.  A
 DV0551'STANDARD CGS BRASS DISC ON THE SOUTHEAST CORNER OF A 4 FT
 DV0551'(1.22 M) SQUARE CONCRETE WELL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1474 ***********************************************************************
 DA1474  DESIGNATION -  BROWNELL
 DA1474  PID         -  DA1474
 DA1474  STATE/COUNTY-  AZ/PIMA
 DA1474  USGS QUAD   -  MAISH VAYA (1990)
 DA1474
 DA1474                         *CURRENT SURVEY CONTROL
 DA1474  ___________________________________________________________________
 DA1474* NAD 83(1992)-  32 12 16.19403(N)    112 08 55.40082(W)     ADJUSTED  
 DA1474* NAVD 88     -      1089.9    (meters)    3576.     (feet)  VERTCON   
 DA1474  ___________________________________________________________________
 DA1474  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DA1474  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA1474
 DA1474  HORZ ORDER  -  SECOND
 DA1474
 DA1474.The horizontal coordinates were established by classical geodetic methods
 DA1474.and adjusted by the National Geodetic Survey in August 1993..
 DA1474
 DA1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1474
 DA1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1474
 DA1474.The geoid height was determined by GEOID03.
 DA1474
 DA1474;                    North         East     Units Scale Factor Converg.
 DA1474;SPC AZ C     -   133,564.901   191,483.290   MT  0.99990590   -0 07 25.2
 DA1474;SPC AZ C     -   438,205.06    628,226.02   iFT  0.99990590   -0 07 25.2
 DA1474;UTM  12      - 3,563,681.607   391,735.382   MT  0.99974455   -0 36 44.1
 DA1474
 DA1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1474!SPC AZ C     -   0.99983372  x   0.99990590  =   0.99973964
 DA1474!UTM  12      -   0.99983372  x   0.99974455  =   0.99957832
 DA1474
 DA1474|---------------------------------------------------------------------|
 DA1474| PID    Reference Object                     Distance      Geod. Az  |
 DA1474|                                                           dddmmss.s |
 DA1474| CH4432 BROWNELL RM 2                         4.969 METERS 01033     |
 DA1474| DA1472 KUG                                 APPROX.18.0 KM 1454127.8 |
 DA1474| DA1475 COVERED                             APPROX. 4.6 KM 1533818.0 |
 DA1474| CH4430 BROWNELL AZ MK                                     1612828.5 |
 DA1474| CH4431 BROWNELL RM 1                         5.386 METERS 32619     |
 DA1474|---------------------------------------------------------------------|
 DA1474
 DA1474                          SUPERSEDED SURVEY CONTROL
 DA1474
 DA1474  NAD 83(1986)-  32 12 16.18704(N)    112 08 55.40247(W) AD(       ) 2
 DA1474  NAD 27      -  32 12 15.93300(N)    112 08 52.90800(W) AD(       ) 2
 DA1474  NGVD 29 (07/19/86) 1089.2    (m)         3573.     (f) VERT ANG       
 DA1474
 DA1474.Superseded values are not recommended for survey control.
 DA1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1474.See file dsdata.txt to determine how the superseded data were derived.
 DA1474
 DA1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9173563682(NAD 83)
 DA1474_MARKER: DS = TRIANGULATION STATION DISK
 DA1474_SETTING: 66 = SET IN ROCK OUTCROP
 DA1474_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1474
 DA1474  HISTORY     - Date     Condition        Report By
 DA1474  HISTORY     - 1936     MONUMENTED       CGS
 DA1474  HISTORY     - 1962     MARK NOT FOUND   CGS
 DA1474  HISTORY     - 1971     GOOD             NGS
 DA1474  HISTORY     - 1979     GOOD             AZDT
 DA1474
 DA1474                          STATION DESCRIPTION
 DA1474
 DA1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1474'ON THE PAPAGO INDIAN RESERVATION ABOUT 11 MILES SOUTHWEST OF
 DA1474'SANTA ROSA INDIAN VILLAGE AND ABOUT 3 MILES NORTH OF THE
 DA1474'INDIAN VILLAGE OF COVERED WELLS ON THE SELLS-AJO HIGHWAY.  ON
 DA1474'THE HIGHEST PEAK OF THE BROWNELL MOUNTAINS, AT THE SOUTHWEST
 DA1474'EXTREMITY OF A HIGH, ROLLING RIDGE WHICH RISES IN STEPS TO
 DA1474'THE PEAK, ON THE HIGH POINT OF THE SUMMIT AND IN ITS APPROXIMATE
 DA1474'CENTER.  MARKED BY A STANDARD BRONZE DISK.
 DA1474'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1474'IS IN LEDGE AT NORTHWEST EDGE OF THE SUMMIT, 5.392
 DA1474'METERS (17.69 FEET) FROM STATION N 33 DEG 45 MIN W.
 DA1474'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1474'IS IN THE LEDGE AT NORTH EDGE OF THE SUMMIT, 4.965
 DA1474'METERS (16.29 FEET) FROM STATION.
 DA1474'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1474'IS AT THE VILLAGE OF COVERED WELLS, 0.3 MILE WEST
 DA1474'ALONG THE HIGHWAY FROM THE JUNCTION OF THE CASA-GRANDE ROAD,
 DA1474'50 YARDS WEST OF THE SOUTHWEST CORNER OF THE RIO GRANDE
 DA1474'SERVICE STATION AND STORE, 30 FEET NORTH OF THE CENTER OF
 DA1474'THE HIGHWAY AND ABOUT 2 MILES FROM STATION S 18
 DA1474'DEG 32 MIN E.
 DA1474
 DA1474                          STATION RECOVERY (1962)
 DA1474
 DA1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DWM)
 DA1474'AZIMUTH MARK FOUND LYING ALONGSIDE ROAD.  THE DISK WAS REMOVED
 DA1474'AND FORWARDED TO WASHINGTON.  NO ATTEMPT WAS MADE TO RECOVER THE
 DA1474'STATION OR REFERENCE MARK.
 DA1474
 DA1474                          STATION RECOVERY (1971)
 DA1474
 DA1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DA1474'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DA1474'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.
 DA1474'STATION COVERED 1936 WILL SERVE FOR AN AZIMUTH MARK.  IT IS 1.05
 DA1474'MILE WEST ALONG ARIZONA HIGHWAY 86 FROM QUIJOTA POST ON THE
 DA1474'NORTH SIDE OF THE HIGHWAY.
 DA1474'
 DA1474'TO REACH THE STATION FROM QUIJOTA POST GO WEST ALONG HIGHWAY
 DA1474'86 FOR 3.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT PASSING
 DA1474'THROUGH A GATE AND FOLLOW THE MAIN TRACK ROAD FOR 1.8 MILES TO
 DA1474'A SIDE ROAD RIGHT AT A SHARP LEFT TURN IN THE MAIN ROAD.  TURN
 DA1474'RIGHT AND GO EAST ALONG A TRACK ROAD FOR 0.1 MILE TO A SMALL
 DA1474'CLEARING JUST BEFORE REACHING A WASH.  PACK EAST ALONG THE
 DA1474'RIDGES TO THE TOP OF THE HIGHEST MOUNTAIN AND THE STATION.
 DA1474'THIS IS ABOUT 1-1/2 MILE PACK.
 DA1474'
 DA1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DA1474'NORTH OF COVERED WELLS
 DA1474
 DA1474                          STATION RECOVERY (1979)
 DA1474
 DA1474'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1474'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND TRIANGULATION STATION
 DA1474'COVERED WHICH SERVES FOR AN AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0366 ***********************************************************************
 CF0366  DESIGNATION -  BROWNS
 CF0366  PID         -  CF0366
 CF0366  STATE/COUNTY-  AZ/COCHISE
 CF0366  USGS QUAD   -  TURQUOISE MOUNTAIN (1985)
 CF0366
 CF0366                         *CURRENT SURVEY CONTROL
 CF0366  ___________________________________________________________________
 CF0366* NAD 83(1992)-  31 45 24.50229(N)    109 49 13.35035(W)     ADJUSTED  
 CF0366* NAVD 88     -      1782.0    (meters)    5846.     (feet)  VERTCON   
 CF0366  ___________________________________________________________________
 CF0366  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CF0366  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0366
 CF0366  HORZ ORDER  -  SECOND
 CF0366
 CF0366.The horizontal coordinates were established by classical geodetic methods
 CF0366.and adjusted by the National Geodetic Survey in August 1993..
 CF0366
 CF0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0366
 CF0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0366
 CF0366.The geoid height was determined by GEOID03.
 CF0366
 CF0366;                    North         East     Units Scale Factor Converg.
 CF0366;SPC AZ E     -    83,955.428   246,165.062   MT  0.99991327   +0 10 56.1
 CF0366;SPC AZ E     -   275,444.32    807,628.16   iFT  0.99991327   +0 10 56.1
 CF0366;UTM  12      - 3,514,085.352   611,718.515   MT  0.99975393   +0 37 15.3
 CF0366
 CF0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0366!SPC AZ E     -   0.99972454  x   0.99991327  =   0.99963784
 CF0366!UTM  12      -   0.99972454  x   0.99975393  =   0.99947854
 CF0366
 CF0366|---------------------------------------------------------------------|
 CF0366| PID    Reference Object                     Distance      Geod. Az  |
 CF0366|                                                           dddmmss.s |
 CF0366| CS5385 BROWNS RM 1                           9.061 METERS 02358     |
 CF0366| CS5386 BROWNS RM 2                           8.386 METERS 18720     |
 CF0366|---------------------------------------------------------------------|
 CF0366
 CF0366                          SUPERSEDED SURVEY CONTROL
 CF0366
 CF0366  NAD 83(1986)-  31 45 24.49660(N)    109 49 13.34213(W) AD(       ) 2
 CF0366  NGVD 29 (03/13/91) 1781.1    (m)         5843.     (f) VERT ANG       
 CF0366
 CF0366.Superseded values are not recommended for survey control.
 CF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0366.See file dsdata.txt to determine how the superseded data were derived.
 CF0366
 CF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1171914085(NAD 83)
 CF0366_MARKER: DS = TRIANGULATION STATION DISK
 CF0366_SETTING: 66 = SET IN ROCK OUTCROP
 CF0366_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CF0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0366+STABILITY: POSITION/ELEVATION WELL
 CF0366
 CF0366  HISTORY     - Date     Condition        Report By
 CF0366  HISTORY     - 1957     MONUMENTED       USGS
 CF0366  HISTORY     - 1982     GOOD             AZDT
 CF0366
 CF0366                          STATION DESCRIPTION
 CF0366
 CF0366'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0366'LOCATED ABOUT 14.2 MI ENE. OF TOMBSTONE, 8.5 MI NW. OF ELFRIDA
 CF0366'ON MIDDLE PEAK OF THREE PROMINENT PEAKS MAKING UP FIRST RANGE
 CF0366'OF HILLS E. OF SOUTH END OF DRAGON MTNS.  STATION IS ON HIGHEST
 CF0366'ONE OF THESE HILLS.
 CF0366'
 CF0366'TO REACH FROM GENERAL STORE IN GLEASON, DRIVE 1.2 MI E. ON
 CF0366'ELFRIDA RD. TO JCT. OF ELFRIDA-COURTLAND RD.  TURN LEFT ON
 CF0366'COURTLAND RD. 2.1 MI. TO TRACK RD. LEFT.  PROCEED ON TRACK
 CF0366'RD. 0.6 MI TO END OF RD. AT DESERTED MINE SHAFT.  PACK N.
 CF0366'ACROSS WASH THENCE WNW. TOWARD HIGHEST PEAK WITH SHALE SIDES
 CF0366'IN EVIDENCE.  STATION IS ON HIGHEST POINT OF THIS PEAK.  ABOUT
 CF0366'A 1 1-2 HOUR CLIMB.
 CF0366'
 CF0366'STATION MARK STANDARD BRONZE TABLET STAMPED---BROWNS 1957---
 CF0366'CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP.
 CF0366'
 CF0366'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0366'IN DRILL HOLE IN SOLID ROCK OUTCROP.
 CF0366'
 CF0366'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0366'IN DRILL HOLE IN ROCK OUTCROP.
 CF0366
 CF0366                          STATION RECOVERY (1982)
 CF0366
 CF0366'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0366'THE STATION IS LOCATED ABOUT 14.2 MILES EAST NORTHEAST OF TOMBSTONE
 CF0366'AND 8.5 MILES NORTHWEST OF ELFRIDA, ARIZONA, ON THE MIDDLE OF THREE
 CF0366'PROMINENT PEAKS.
 CF0366'
 CF0366'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CF0366'DESCRIBED IN 1957.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0366'
 CF0366'FROM THE POST OFFICE IN WILLCOX AT THE CORNER OF GRANT AND CURTIS
 CF0366'STREETS TRAVEL SOUTH ON GRANT ST FOR 0.10 MILE TO HASKELL ST, TURN
 CF0366'LEFT AND TRAVEL 0.05 MILE TO THE INTERSECTION OF MALEY ST AND S.R.186,
 CF0366'TURN RIGHT AT THIS INTERSECTION AND TRAVEL SOUTH AND EASTERLY ON S.R.
 CF0366'186 FOR 5.95 MILES TO THE KANSAS SETTLEMENT ROAD, TURN RIGHT AND
 CF0366'TRAVEL SOUTH FOR 19.77 MILES UNTIL REACHING THE INTERSECTION OF US 666
 CF0366'TURN LEFT, TRAVEL SOUTH FOR 13.35 MILES TO COURTLAND ROAD AT MP 29.5
 CF0366'TURN RIGHT AND TRAVEL WEST FOR 7.85 MILES TO A  Y  INTERSECTION,
 CF0366'BEAR RIGHT AND TRAVEL NORTH ON LIGHT DUTY DIRT ROAD FOR 2.35 MILES
 CF0366'GOING TOWARDS PEARCE UNTIL YOU REACH AN UNIMPROVED DIRT ROAD ON THE
 CF0366'LEFT.  TRAVEL WEST FOR 0.9 MILE PASSING THROUGH A GATE UNTIL REACHING
 CF0366'A FORK AND A FENCE CORNER.  BEAR RIGHT ON MAIN TRAVELED ROAD FOR 0.8
 CF0366'MILE TO A FORK, BEAR LEFT ON MAIN TRAVELED DIRT ROAD FOR 0.35 MILE
 CF0366'CROSSING A DRY RIVER BED TO A FORK, BEAR LEFT ON A TRACK RD CROSSING
 CF0366'A DRY CREEK BED.  CONTINUE ON TRACK ROAD ASCENDING UP THE MOUNTAIN FOR
 CF0366'1.15 MILES GOING THROUGH SEVERAL SWITCH BACKS AND GOING AROUND THE
 CF0366'MOUNTAIN TO A SADDLE AND END OF TRUCK TRAVEL.  STATION IS SOUTHEAST OF
 CF0366'ETT AT THE HIGHEST POINT.  ABOUT A 30 MINUTE PACK.  4X4 REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2017 ***********************************************************************
 DU2017  DESIGNATION -  BRUSH
 DU2017  PID         -  DU2017
 DU2017  STATE/COUNTY-  AZ/GILA
 DU2017  USGS QUAD   -  ROCK HOUSE (1986)
 DU2017
 DU2017                         *CURRENT SURVEY CONTROL
 DU2017  ___________________________________________________________________
 DU2017* NAD 83(1992)-  33 55 43.82395(N)    110 49 55.35524(W)     ADJUSTED  
 DU2017* NAVD 88     -      1958.9    (meters)    6427.     (feet)  VERTCON   
 DU2017  ___________________________________________________________________
 DU2017  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DU2017  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU2017
 DU2017  HORZ ORDER  -  FIRST
 DU2017
 DU2017.The horizontal coordinates were established by classical geodetic methods
 DU2017.and adjusted by the National Geodetic Survey in August 1993..
 DU2017
 DU2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2017
 DU2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2017
 DU2017.The geoid height was determined by GEOID03.
 DU2017
 DU2017;                    North         East     Units Scale Factor Converg.
 DU2017;SPC AZ E     -   324,960.824   151,843.755   MT  0.99994664   -0 22 17.0
 DU2017;SPC AZ E     - 1,066,144.44    498,175.05   iFT  0.99994664   -0 22 17.0
 DU2017;UTM  12      - 3,754,278.642   515,523.384   MT  0.99960297   +0 05 37.5
 DU2017
 DU2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2017!SPC AZ E     -   0.99969661  x   0.99994664  =   0.99964326
 DU2017!UTM  12      -   0.99969661  x   0.99960297  =   0.99929970
 DU2017
 DU2017|---------------------------------------------------------------------|
 DU2017| PID    Reference Object                     Distance      Geod. Az  |
 DU2017|                                                           dddmmss.s |
 DU2017| CD1693 BRUSH RM 2                            5.033 METERS 00347     |
 DU2017| CD1691 BRUSH AZ MK                                        0673830.5 |
 DU2017| CD1692 BRUSH RM 1                            4.561 METERS 07348     |
 DU2017|---------------------------------------------------------------------|
 DU2017
 DU2017                          SUPERSEDED SURVEY CONTROL
 DU2017
 DU2017  NAD 83(1986)-  33 55 43.81976(N)    110 49 55.35937(W) AD(       ) 1
 DU2017  NAD 27      -  33 55 43.64400(N)    110 49 52.93400(W) AD(       ) 1
 DU2017  NGVD 29 (07/19/86) 1958.1    (m)         6424.     (f) VERT ANG       
 DU2017
 DU2017.Superseded values are not recommended for survey control.
 DU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2017.See file dsdata.txt to determine how the superseded data were derived.
 DU2017
 DU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1552354279(NAD 83)
 DU2017_MARKER: DS = TRIANGULATION STATION DISK
 DU2017_SETTING: 80 = SET IN A BOULDER
 DU2017_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2017
 DU2017  HISTORY     - Date     Condition        Report By
 DU2017  HISTORY     - 1938     MONUMENTED       CGS
 DU2017  HISTORY     - 1948     GOOD             USGS
 DU2017  HISTORY     - 1958     GOOD             CGS
 DU2017
 DU2017                          STATION DESCRIPTION
 DU2017
 DU2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2017'STATION IS ABOUT 12 MILES SE OF YOUNG, ON A LOW BRUSH-COVERED
 DU2017'HILL ABOUT 1-1/2 MILES W OF ROCK HOUSE, AND ABOUT 1-1/2 MILES
 DU2017'SE OF CASTLE PEAK.  THIS IS HIGHEST OF A GROUP OF SMALL HILLS IN
 DU2017'THIS VICINITY.
 DU2017'
 DU2017'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU2017'IN BOULDERS.
 DU2017'
 DU2017'STATION IS REACHED FROM YOUNG POST OFFICE BY GOING N ON HEBER
 DU2017'HIGHWAY, 10.8 MILES TO A CATTLE GUARD AND FORK.  THIS POINT IS
 DU2017'37.6 MILES S OF HEBER.  TAKE R FORK AND FOLLOW MAIN-TRAVELED
 DU2017'ROAD 5.8 MILES TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE
 DU2017'ON MAIN-TRAVELED ROAD 2.7 MILES TO Q RANCH.  TAKE R FORK 0.3 MILE
 DU2017'W OF Q RANCH AND FOLLOW MAIN-TRAVELED ROAD 11.0 MILES TO ROCK
 DU2017'HOUSE.  STATION IS VISIBLE FROM ROCK HOUSE AT 241 DEG MAGNETIC,
 DU2017'AND TRUCK CAN BE DRIVEN TO BASE OF HILL.  FROM BOARD GATE 0.1
 DU2017'MILE W OF ROCK HOUSE GO SW ALONG NW SIDE OF WIRE FENCE FOR A
 DU2017'SHORT DISTANCE, THEN BEAR R TO TOP OF RIDGE AND PICK WAY THRU
 DU2017'SMALL TIMBER TOWARD HILL.  IT IS A DISTANCE OF 2.1 MILES.
 DU2017'
 DU2017'AZIMUTH MARK IS 164.7 FEET NE BY E OF STATION.
 DU2017
 DU2017                          STATION RECOVERY (1948)
 DU2017
 DU2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2017'RECOVERED AS DESCRIBED BY NGS.
 DU2017
 DU2017                          STATION RECOVERY (1958)
 DU2017
 DU2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAS)
 DU2017'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DU2017'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DU2017'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DU2017'
 DU2017'THE STATION IS LOCATED ON THE SUMMIT OF A ROCKY, BRUSH-COVERED
 DU2017'HILL ABOUT 23 MILES NORTHWEST OF SENECA, 22 MILES SOUTHWEST OF
 DU2017'CIBECUE, 20 MILES SOUTHEAST OF YOUNG AND 2 MILES WEST OF THE
 DU2017'ROCK HOUSE RANCH.  THE MARK IS A STANDARD DISK, STAMPED BRUSH
 DU2017'1938, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 DU2017'THE MARK PROJECTS 4 INCHES.
 DU2017'
 DU2017'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A CAIRN.  IT IS A
 DU2017'STANDARD DISK, STAMPED BRUSH NO 1 1938, CEMENTED IN A DRILL
 DU2017'HOLE IN A LARGE BOULDER.  THE MARK
 DU2017'PROJECTS 3 INCHES.
 DU2017'
 DU2017'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A CAIRN AND ABOUT
 DU2017'1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS A STANDARD
 DU2017'DISK, STAMPED BRUSH NO 2 1938, CEMENTED IN A DRILL HOLE IN A
 DU2017'LARGE BOULDER.  THE MARK PROJECTS 4
 DU2017'INCHES.
 DU2017'
 DU2017'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST EDGE OF THE HILL
 DU2017'AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 DU2017'IS A STANDARD DISK, STAMPED BRUSH 1938, CEMENTED IN A DRILL HOLE
 DU2017'IN A LARGE BOULDER.  THE MARK PROJECTS
 DU2017'3 INCHES.
 DU2017'
 DU2017'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF YOUNG, GO
 DU2017'NORTH AND EAST ON THE HEBER-YOUNG ROAD FOR 10.15 MILES TO A CATTLE
 DU2017'GUARD, FORK AND SIGN (ROCK HOUSE 19) TAKE RIGHT FORK AS PER
 DU2017'SIGN AND GO SOUTH ON BLADED ROAD FOR 3.45 MILES TO A FORK AND SIGN
 DU2017'(NAIL RANCH) TAKE RIGHT FORK AND CONTINUE SOUTH ON BLADED ROAD
 DU2017'FOR 0.65 MILE TO SOME HOUSES ON LEFT, CONTINUE SOUTH ON BLADED
 DU2017'ROAD FOR 1.2 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 DU2017'CONTINUE ON BLADED ROAD 0.65 MILE TO A FORK, TAKE LEFT FORK
 DU2017'AND CONTINUE ON BLADED ROAD FOR 2.05 MILES TO THE Q RANCH,
 DU2017'CONTINUE ON BLADED ROAD FOR 1.0 MILE TO A WIRE GATE, CONTINUE
 DU2017'SOUTH ON BLADED ROAD FOR 1.15 MILES TO A TRACK ROAD RIGHT
 DU2017'AND SIGN (ROCK HOUSE 7) KEEP LEFT AS PER SIGN AND CONTINUE ON
 DU2017'BLADED ROAD 1.05 MILES TO A CATTLE GUARD AT TOP OF HILL,
 DU2017'CONTINUE ON BLADED ROAD FOR 1.6 MILES TO A FORK, TAKE RIGHT
 DU2017'FORK FOR 1.5 MILES TO A POLE CORRAL, CONTINUE SOUTH ON BLADED
 DU2017'ROAD FOR 2.5 MILES TO THE AMERICAN FIBER CORP. MINE,
 DU2017'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE RIGHT
 DU2017'FORK UPHILL FOR 1.2 MILES TO A FORK, TAKE RIGHT FORK FOR 0.3
 DU2017'MILE TO A FORK, TAKE RIGHT FORK FOR 0.4 MILE TO A CATTLE
 DU2017'GUARD, CONTINUE ON BLADED ROAD FOR 0.2 MILE TO ANOTHER CATTLE
 DU2017'GUARD.  HERE, TURN RIGHT AND GO CROSS-COUNTRY THROUGH HEAVY
 DU2017'BRUSH FOR 1.5 MILES TO THE END OF TRUCK TRAVEL, THEN PACK
 DU2017'WESTERLY UP STEEP, BRUSHY SLOPE FOR 1 HOUR TO THE HIGHEST
 DU2017'POINT AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0999 ***********************************************************************
 ET0999  DESIGNATION -  BRUSHY MOUNTAIN
 ET0999  PID         -  ET0999
 ET0999  STATE/COUNTY-  AZ/YAVAPAI
 ET0999  USGS QUAD   -  MARTIN MOUNTAIN (1986)
 ET0999
 ET0999                         *CURRENT SURVEY CONTROL
 ET0999  ___________________________________________________________________
 ET0999* NAD 83(1992)-  34 33 09.60266(N)    112 45 17.27063(W)     ADJUSTED  
 ET0999* NAVD 88     -      1887.3    (meters)    6192.     (feet)  VERTCON   
 ET0999  ___________________________________________________________________
 ET0999  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ET0999  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 ET0999
 ET0999  HORZ ORDER  -  THIRD
 ET0999
 ET0999.The horizontal coordinates were established by classical geodetic methods
 ET0999.and adjusted by the National Geodetic Survey in August 1993..
 ET0999
 ET0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0999
 ET0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0999
 ET0999.The geoid height was determined by GEOID03.
 ET0999
 ET0999;                    North         East     Units Scale Factor Converg.
 ET0999;SPC AZ C     -   394,272.766   136,441.235   MT  0.99997290   -0 28 31.4
 ET0999;SPC AZ C     - 1,293,545.82    447,641.85   iFT  0.99997290   -0 28 31.4
 ET0999;UTM  12      - 3,824,836.027   338,996.230   MT  0.99991952   -0 59 43.7
 ET0999
 ET0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0999!SPC AZ C     -   0.99970811  x   0.99997290  =   0.99968102
 ET0999!UTM  12      -   0.99970811  x   0.99991952  =   0.99962765
 ET0999
 ET0999|---------------------------------------------------------------------|
 ET0999| PID    Reference Object                     Distance      Geod. Az  |
 ET0999|                                                           dddmmss.s |
 ET0999| CH2802 BRUSHY MOUNTAIN RM 1                  3.819 METERS 05939     |
 ET0999| ET1000 MARTIN                              APPROX. 3.7 KM 2071933.3 |
 ET0999| CH2803 BRUSHY MOUNTAIN RM 2                  4.250 METERS 32947     |
 ET0999|---------------------------------------------------------------------|
 ET0999
 ET0999                          SUPERSEDED SURVEY CONTROL
 ET0999
 ET0999  NAD 83(1986)-  34 33 09.60125(N)    112 45 17.27309(W) AD(       ) 3
 ET0999  NAD 27      -  34 33 09.51326(N)    112 45 14.62833(W) AD(       ) 3
 ET0999  NGVD 29 (07/19/86) 1886.4    (m)         6189.     (f) VERT ANG       
 ET0999
 ET0999.Superseded values are not recommended for survey control.
 ET0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0999.See file dsdata.txt to determine how the superseded data were derived.
 ET0999
 ET0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3899624836(NAD 83)
 ET0999_MARKER: DD = SURVEY DISK
 ET0999_SETTING: 66 = SET IN ROCK OUTCROP
 ET0999_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET0999
 ET0999  HISTORY     - Date     Condition        Report By
 ET0999  HISTORY     - 1935     MONUMENTED       USFS
 ET0999  HISTORY     - 1969     GOOD             USGS
 ET0999
 ET0999                          STATION DESCRIPTION
 ET0999
 ET0999'DESCRIBED BY US FOREST SERVICE 1935
 ET0999'STATION IS ON THE HIGHEST POINT OF PROMINENT MOUNTAIN KNOWN
 ET0999'LOCALLY AS BRUSHY MOUNTAIN.  APPROXIMATELY 16 MILES AIR LINE
 ET0999'DUE W OF PRESCOTT, ARIZONA (MARTIN MOUNTAIN WHICH IS LONGER AND
 ET0999'HIGHER IS SOUTHWESTERLY APPROXIMATELY 2 MILES).
 ET0999'
 ET0999'STATION MARK IS A STANDARD U.S.F.S. TABLET IN BEDROCK STAMPED
 ET0999'BRUSHY MT. 1935.
 ET0999'
 ET0999'TO REACH STATION FROM PRESCOTT, TAKE SKULL VALLEY ROAD W
 ET0999'19.5 MILES, THENCE TURN N KEEPING TO THE MAIN-TRAVELLED ROAD
 ET0999'FOR 1-1/2 MILES TO RANCHHOUSE, THENCE TAKE ROAD SW ACROSS
 ET0999'A WIDE SANDY WASH.  CONTINUE ON THIS ROAD APPROXIMATELY 3
 ET0999'MILES TO BROOKS HOMESTEAD AND END OF ROAD, THENCE ABOUT A
 ET0999'1-HOUR CLIMB TO HIGHEST POINT OF MOUNTAIN AND STATION.
 ET0999'
 ET0999'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET0999'ROCK CAIRN.
 ET0999
 ET0999                          STATION RECOVERY (1969)
 ET0999
 ET0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0999'REACHED BY HELICOPTER.  CAN LAND AT STATION SITE.
 ET0999'
 ET0999'STATION MARK--A STANDARD USFS TABLET STAMPED BRUSHY MT 1935 CEMENTED
 ET0999'IN DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 ET0999'
 ET0999'REFERENCE MARK NO. 1--A USGS TABLET STAMPED NO 1 1969 CEMENTED IN
 ET0999'DRILL HOLE IN GRANITE OUTCROP, 1.4 FT. BELOW STATION MARK.
 ET0999'
 ET0999'REFERENCE MARK NO. 2--A USGS TABLET STAMPED NO 2 1969 CEMENTED IN
 ET0999'DRILL HOLE IN GRANITE OUTCROP, 1.0 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0778 ***********************************************************************
 DT0778  DESIGNATION -  BRYCE
 DT0778  PID         -  DT0778
 DT0778  STATE/COUNTY-  AZ/GRAHAM
 DT0778  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0778
 DT0778                         *CURRENT SURVEY CONTROL
 DT0778  ___________________________________________________________________
 DT0778* NAD 83(1992)-  33 01 11.74270(N)    109 40 20.88678(W)     ADJUSTED  
 DT0778* NAVD 88     -      2225.6    (meters)    7302.     (feet)  VERTCON   
 DT0778  ___________________________________________________________________
 DT0778  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 DT0778  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DT0778
 DT0778  HORZ ORDER  -  FIRST
 DT0778
 DT0778.The horizontal coordinates were established by classical geodetic methods
 DT0778.and adjusted by the National Geodetic Survey in August 1993..
 DT0778
 DT0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0778
 DT0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0778
 DT0778.The geoid height was determined by GEOID03.
 DT0778
 DT0778;                    North         East     Units Scale Factor Converg.
 DT0778;SPC AZ E     -   224,069.993   259,529.634   MT  0.99992627   +0 16 09.5
 DT0778;SPC AZ E     -   735,137.77    851,475.18   iFT  0.99992627   +0 16 09.5
 DT0778;UTM  12      - 3,654,279.050   623,989.112   MT  0.99978955   +0 43 24.6
 DT0778
 DT0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0778!SPC AZ E     -   0.99965477  x   0.99992627  =   0.99958107
 DT0778!UTM  12      -   0.99965477  x   0.99978955  =   0.99944440
 DT0778
 DT0778|---------------------------------------------------------------------|
 DT0778| PID    Reference Object                     Distance      Geod. Az  |
 DT0778|                                                           dddmmss.s |
 DT0778| CD1702 BRYCE RM 2                            7.282 METERS 04057     |
 DT0778| DT0777 HIGHEST PEAK                        APPROX.14.8 KM 0834535.8 |
 DT0778| CY1222 WEBBER PEAK TARGET                  APPROX. 9.1 KM 1530343.0 |
 DT0778| CY1221 SAFFORD WATER TANK                  APPROX.21.5 KM 1893902.3 |
 DT0778| CD1700 BRYCE AZ MK                                        2593000.7 |
 DT0778| CD1701 BRYCE RM 1                           14.377 METERS 32729     |
 DT0778|---------------------------------------------------------------------|
 DT0778
 DT0778                          SUPERSEDED SURVEY CONTROL
 DT0778
 DT0778  NAD 83(1986)-  33 01 11.73797(N)    109 40 20.88601(W) AD(       ) 1
 DT0778  NAD 27      -  33 01 11.51900(N)    109 40 18.58900(W) AD(       ) 1
 DT0778  NGVD 29 (07/19/86) 2224.9    (m)         7300.     (f) VERT ANG       
 DT0778
 DT0778.Superseded values are not recommended for survey control.
 DT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0778.See file dsdata.txt to determine how the superseded data were derived.
 DT0778
 DT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2398954279(NAD 83)
 DT0778_MARKER: DD = SURVEY DISK
 DT0778_SETTING: 66 = SET IN ROCK OUTCROP
 DT0778
 DT0778  HISTORY     - Date     Condition        Report By
 DT0778  HISTORY     - 1934     MONUMENTED       USGS
 DT0778  HISTORY     - 1945     GOOD             CGS
 DT0778  HISTORY     - 1960     GOOD             CGS
 DT0778  HISTORY     - 1972     GOOD             AZHD
 DT0778
 DT0778                          STATION DESCRIPTION
 DT0778
 DT0778'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0778'STATION IS ABOUT 12 MILES (AIR LINE) N OF SAFFORD.  IT IS
 DT0778'LOCATED ON A SHARP PROMINENT PEAK IN THE GILA MOUNTAIN RANGE.
 DT0778'
 DT0778'STATION IS BEST REACHED FROM SAFFORD BY GOING NW ON U.S.
 DT0778'HIGHWAY 70 TO PIMA.  FROM HERE TAKE THE INDIAN HOT SPRINGS
 DT0778'ROAD N FOR 2.5 MILES TO THE BRYCE SCHOOL.  TAKE THE RIGHT
 DT0778'FORK AND GO 11.5 MILES TO A WATER TANK.  THIS IS END OF TRUCK
 DT0778'TRAVEL.  FROM HERE FOLLOW DIM ROCKY TRAIL UP S CANYON TO SADDLE.
 DT0778'THEN THE BEST WAY IS TO GO ALMOST DUE E TO THE BASE OF A
 DT0778'SHARP PEAK OR CLIFF.  THERE IS A BROKEN SPOT IN THE ROCK WALL
 DT0778'THROUGH WHICH TO CLIMB UP TO THE TOP AND STATION.  A TRAIL
 DT0778'LEADS UP TO THE STATION FROM THE TRUCK BUT IT IS VERY DIM
 DT0778'AND HARD TO FOLLOW.  IT IS ABOUT A 2-1/2-TO A 3-HOUR PACK.
 DT0778'
 DT0778'THERE IS A G.L.O. MARK NEAR THE STATION BUT IT COULD NOT BE
 DT0778'CUT IN.
 DT0778'
 DT0778'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET
 DT0778'IN A DRILL HOLE IN ROCK.
 DT0778'
 DT0778'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN DRILL HOLES
 DT0778'IN OUTCROPPING BEDROCK.
 DT0778
 DT0778                          STATION RECOVERY (1945)
 DT0778
 DT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0778'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 DT0778'AN AZIMUTH MARK HAS BEEN SET FOR THE STATION.
 DT0778'
 DT0778'THE STATION IS LOCATED ABOUT 12 MILES N OF SAFFORD, ON A SHARP
 DT0778'PROMINENT PEAK IN THE GILA MOUNTAIN RANGE.  IT IS EASILY
 DT0778'SEEN FROM SAFFORD AND IS THE W AND SHARPER OF THE TWO PEAKS.
 DT0778'
 DT0778'TO REACH STATION FROM SAFFORD, TAKE U.S. HIGHWAY 70 W TO PIMA,
 DT0778'FROM THE PIMA FIRE DEPARTMENT GO N ON U.S. HIGHWAY 70 FOR
 DT0778'0.1 MILE, LEAVE THE HIGHWAY AS IT TURNS W AND CONTINUE STRAIGHT
 DT0778'AHEAD ON THE GRAVEL ROAD ACROSS THE GILA RIVER AND CONTINUE
 DT0778'TO THE BRYCE PUBLIC SCHOOL ON THE LEFT.  CONTINUE AHEAD FOR
 DT0778'0.1 MILE TO A ROAD LEADING TO THE RIGHT THROUGH A CATTLE GUARD.
 DT0778'TURN RIGHT THROUGH THE CATTLE GUARD, TAKE THE MIDDLE ROAD
 DT0778'AND CONTINUE FOR 0.2 MILE TO A DIM FORK.  KEEP STRAIGHT AHEAD
 DT0778'ON THE RIGHT FORK FOR A FEW YARDS, THEN THE LEFT FORK 0.05
 DT0778'MILE TO A FORK, THEN THE LEFT FORK FOR 0.1 MILE TO A DIRT DAM.
 DT0778'PASS OVER THE DAM AND CONTINUE FOR 0.1 MILE TO A CATTLE
 DT0778'GUARD, CONTINUE ON THE TRAIL ROAD FOR 0.7 MILE INTO A WASH,
 DT0778'CONTINUE THROUGH THE WASH AND STRAIGHT AHEAD ON THE TRAIL
 DT0778'ROAD FOR 3.4 MILES TO BENCH MARK T-153 ON THE LEFT SIDE
 DT0778'OF THE ROAD, CONTINUE STRAIGHT AHEAD ON THE TRAIL ROAD FOR
 DT0778'3.5 MILES TO THE NW CORNER OF A LARGE DIRT TANK.  CROSS
 DT0778'THE SPILLWAY AND TURN SHARP RIGHT ON THE TRAIL ROAD AND
 DT0778'CONTINUE N FOR 2.8 MILES TO THE END OF TRUCK TRAVEL AT A
 DT0778'CORRAL.  THE AZIMUTH MARK IS SET HERE IN A BLOCK OF
 DT0778'CONCRETE THAT HAS FOUR BOLTS PROJECTING FROM IT, IT
 DT0778'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  CONCRETE BLOCK IS
 DT0778'ABOUT 24 INCHES SQUARE.  FROM HERE THE PEAK CAN BE SEEN AS A
 DT0778'HIGH SHARP PEAK DIRECTLY UP THE CANYON TO THE ENE.  PACK
 DT0778'UP THE CANYON TOWARD THE PEAK AND BEAR LEFT OUT OF THE
 DT0778'CANYON TO THE FIRST SADDLE, CONTINUE TOWARD THE PEAK
 DT0778'BEARING LEFT FROM THE EDGE OF THE CANYON UNTIL MEETING A
 DT0778'WELL ESTABLISHED TRAIL LEADING UP TOWARD THE PEAK, CONTINUE
 DT0778'ON THE TRAIL AS IT WINDS UP TOWARD THE PEAK COMING TO A PLACE
 DT0778'WHERE IT FOLLOWS ALONG THE INDIAN RESERVATION BOUNDARY FENCE.
 DT0778'AS THE TRAIL LEADS ALONG THE FENCE THE PEAK CAN BE SEEN DIRECTLY
 DT0778'AHEAD ABOUT 1/2 MILE DISTANT AND A SADDLE CAN BE SEEN ACROSS
 DT0778'THE FENCE AND TO THE LEFT OF THE PEAK.  CROSS THE FENCE AND
 DT0778'BEAR LEFT ALONG THE BASE OF THE PEAK TO THE SADDLE, THENCE
 DT0778'TO THE RIGHT UP TO THE PEAK AND THE STATION.
 DT0778'
 DT0778'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET
 DT0778'IN BEDROCK.  THE ELEVATION HAS NOT BEEN STAMPED BUT THE DATE
 DT0778'IS THE ONLY MARKING ON THE DISK.  IT IS STAMPED 1900.  IT IS
 DT0778'NOT ON THE HIGHEST POINT, THERE BEING TWO DISTINCT HIGH
 DT0778'BOULDERS THAT ARE HIGHER THAN THE MARK.  THE STATION IS 47
 DT0778'FEET SE OF THE HIGHEST POINT AND 4 FEET LOWER.  16 FEET SE
 DT0778'OF THE OTHER HIGH BOULDER AND ABOUT 3-1/2 FEET LOWER.
 DT0778'
 DT0778'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DT0778'THAT FORMS THE HIGHEST POINT ON THE PEAK.  IT IS NW OF THE
 DT0778'STATION, ABOUT 4 FEET HIGHER, AND IS STAMPED BRYCE NO 1 1934.
 DT0778'
 DT0778'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER.
 DT0778'IT IS NE OF THE STATION, ABOUT 5 FEET LOWER, AND IS STAMPED
 DT0778'BRYCE NO 2 1934.
 DT0778'
 DT0778'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BLOCK OF
 DT0778'CONCRETE ABOUT 24 INCHES SQUARE AND IS STAMPED BRYCE USGS 1945.
 DT0778'IT IS ABOUT 1-1/2 MILES WSW OF THE STATION, 40 FEET N OF AN
 DT0778'OLD FENCE CORNER, AND 46 INCHES ENE OF A WITNESS POST.  IT
 DT0778'IS REACHED AS SHOWN IN THE DESCRIPTION.
 DT0778
 DT0778                          STATION RECOVERY (1960)
 DT0778
 DT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0778'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DT0778'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DT0778'A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE AZIMUTH MARK
 DT0778'WAS FOUND.  DUE TO ROAD CHANGES A DIFFERENT ROUTE TO THE
 DT0778'STATION WAS USED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DT0778'
 DT0778'THE STATION IS ABOUT 13 MILES NORTH OF SAFFORD AND ABOUT 10
 DT0778'MILES NORTHEAST OF PIMA ON THE SUMMIT OF BRYCE MTN.
 DT0778'
 DT0778'TO REACH THE STATION FROM THE POST OFFICE AT PIMA GO EAST ON
 DT0778'U.S. HIGHWAY 70 FOR 0.05 MILE TO THE MAIN STREET, TURN LEFT
 DT0778'AND GO NORTH ON THE MACADAM ROAD FOR 2.2 MILES TO A TRACK
 DT0778'ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTHEAST, PASSING
 DT0778'TO THE LEFT OF A CORRAL, FOR 0.35 MILE TO AN IRRIGATION DITCH,
 DT0778'CROSS IRRIGATION DITCH AND CONTINUE NORTHEAST 0.2 MILE TO A
 DT0778'GATE AND THE REMAINS OF AN OLD BROKEN CATTLE GUARD.  PASS
 DT0778'THRU GATE AND GO NORTHEAST ON THE MAIN ROAD FOR 1.2 MILES
 DT0778'TO A FORK, KEEP LEFT FORK STRAIGHT AHEAD FOR 3.2 MILES TO
 DT0778'A REVERSE Y.  CONTINUE NORTHEAST ON THE MAIN ROAD FOR 1.9
 DT0778'MILES TO A FORK, KEEP RIGHT FORK FOR 0.9 MILE TO AN EARTH
 DT0778'TANK ON THE RIGHT.  CONTINUE NORTHEAST ON THE MAIN ROAD
 DT0778'FOR 2.6 MILES TO A FORK, TAKE LEFT FORK NORTH FOR 0.05
 DT0778'MILE TO A CORRAL AND THE AZIMUTH MARK ON THE NORTH SIDE
 DT0778'OF THE CORRAL.  THIS WAS THE END OF TRUCK TRAVEL.  FROM HERE
 DT0778'HORSES WERE RIDDEN NORTH ON AN OLD WASHED OUT ROAD THAT
 DT0778'CROSSES A DRY WASH SEVERAL TIMES FOR A DISTANCE OF ABOUT
 DT0778'A MILE TO A CONCRETE WATER TANK.  FROM HERE FOLLOW THE TRAIL
 DT0778'EAST ALONG THE NORTH SIDE OF THE WASH FOR ABOUT A MILE TO A
 DT0778'SADDLE.  THEN THE TRAIL GOES NORTHEAST AND EAST FOR
 DT0778'ABOUT 1-1/2 MILES TO THE BASE OF THE PEAK AND THE END OF
 DT0778'HORSE TRAVEL.  FROM HERE PACK NORTHEAST ABOUT 20 MINUTES TO
 DT0778'THE STATION.
 DT0778'
 DT0778'THE STATION MARK, STAMPED 1900, IS A U.S. GEOLOGICAL SURVEY
 DT0778'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DT0778'
 DT0778'REFERENCE MARK NO. 1, STAMPED BRYCE NO 1 1934, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 DT0778'
 DT0778'REFERENCE MARK NO. 2, STAMPED BRYCE NO 2 1934, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 5 FEET
 DT0778'BELOW STATION ELEVATION.
 DT0778'
 DT0778'THE AZIMUTH MARK, STAMPED BRYCE USGS 1945, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE BLOCK ABOUT 2
 DT0778'FEET SQUARE THAT PROJECTS 2 INCHES.  IT IS 120 FEET NORTH
 DT0778'OF THE NORTHWEST CORNER OF THE CORRAL.
 DT0778
 DT0778                          STATION RECOVERY (1972)
 DT0778
 DT0778'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0778'GENERAL LOCATION REFER TO 1960 DESCRIPTION
 DT0778'
 DT0778'TO REACH REFER TO 1960 DESCRIPTION
 DT0778'
 DT0778'STATION MARK USGS STD. DISK STAMPED 1900
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0921 ***********************************************************************
 EU0921  DESIGNATION -  BUCK
 EU0921  PID         -  EU0921
 EU0921  STATE/COUNTY-  AZ/MOHAVE
 EU0921  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0921
 EU0921                         *CURRENT SURVEY CONTROL
 EU0921  ___________________________________________________________________
 EU0921* NAD 83(1992)-  34 41 59.88663(N)    114 10 26.65927(W)     ADJUSTED  
 EU0921* NAVD 88     -       631.7    (meters)    2073.     (feet)  VERTCON   
 EU0921  ___________________________________________________________________
 EU0921  EPOCH DATE  -        1991.35
 EU0921  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 EU0921  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 EU0921
 EU0921  HORZ ORDER  -  FIRST
 EU0921
 EU0921.The horizontal coordinates were established by classical geodetic methods
 EU0921.and adjusted by the National Geodetic Survey in June 1996..
 EU0921.The horizontal coordinates are valid at the epoch date displayed above.
 EU0921.The epoch date for horizontal control is a decimal equivalence
 EU0921.of Year/Month/Day.
 EU0921
 EU0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0921
 EU0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0921
 EU0921.The geoid height was determined by GEOID03.
 EU0921
 EU0921;                    North         East     Units Scale Factor Converg.
 EU0921;SPC AZ W     -   410,388.230   174,508.931   MT  0.99995193   -0 14 29.1
 EU0921;SPC AZ W     - 1,346,418.08    572,535.86   iFT  0.99995193   -0 14 29.1
 EU0921;UTM  11      - 3,843,407.197   758,845.546   MT  1.00042590   +1 36 34.7
 EU0921
 EU0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0921!SPC AZ W     -   0.99990559  x   0.99995193  =   0.99985752
 EU0921!UTM  11      -   0.99990559  x   1.00042590  =   1.00033145
 EU0921
 EU0921|---------------------------------------------------------------------|
 EU0921| PID    Reference Object                     Distance      Geod. Az  |
 EU0921|                                                           dddmmss.s |
 EU0921| CC5261 BUCK RM 1                             5.593 METERS 00957     |
 EU0921| EU0913 YUCCA AIRPORT WATER TANK            APPROX.20.4 KM 0110004.8 |
 EU0921| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX.11.2 KM 0240503.4 |
 EU0921| CC5262 BUCK RM 2                            11.416 METERS 17639     |
 EU0921| EU1050 NEEDLES MUNICIPAL AIRPORT BCN       APPROX.41.4 KM 2795800.0 |
 EU0921| EU0937 SPHINX TARGET                       APPROX.13.0 KM 3071219.6 |
 EU0921| CC5260 BUCK AZ MK                                         3241024.8 |
 EU0921| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX.18.2 KM 3371710.8 |
 EU0921|---------------------------------------------------------------------|
 EU0921
 EU0921                          SUPERSEDED SURVEY CONTROL
 EU0921
 EU0921  NAD 83(1992)-  34 41 59.88712(N)    114 10 26.66042(W) AD(       ) 1
 EU0921  NAD 83(1986)-  34 41 59.88874(N)    114 10 26.66862(W) AD(       ) 1
 EU0921  NAD 27      -  34 41 59.85700(N)    114 10 23.83800(W) AD(       ) 1
 EU0921  NGVD 29 (07/19/86)  631.0    (m)         2070.     (f) VERT ANG       
 EU0921
 EU0921.Superseded values are not recommended for survey control.
 EU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0921.See file dsdata.txt to determine how the superseded data were derived.
 EU0921
 EU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5884643407(NAD 83)
 EU0921_MARKER: DS = TRIANGULATION STATION DISK
 EU0921_SETTING: 66 = SET IN ROCK OUTCROP
 EU0921
 EU0921  HISTORY     - Date     Condition        Report By
 EU0921  HISTORY     - 1945     MONUMENTED       CGS
 EU0921  HISTORY     - 1948     GOOD             CGS
 EU0921
 EU0921                          STATION DESCRIPTION
 EU0921
 EU0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0921'STATION IS ABOUT 19 MILES E OF TOPOCK, 13 MILES S OF YUCCA, 3
 EU0921'MILES S OF THE YUCCA-TOPOCK ROAD, AND 1/2 MILE SE OF THE ABANDONED
 EU0921'IDEAL MINE.  IT IS ON A SHARP HILL THAT HAS TWO POINTS ON IT,
 EU0921'THE POINTS BEING SEPARATED BY A SLIGHT SADDLE.  A SMALLER AND
 EU0921'LOWER POINT LIES TO THE N AS THE RANGE BREAKS OFF INTO THE DESERT
 EU0921'TOWARD YUCCA.  STATION IS ON THE N ONE OF THE TWO POINTS WHICH
 EU0921'ARE OF ABOUT EQUAL HEIGHT.
 EU0921'
 EU0921'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 EU0921'ABOUT 2 FEET LOWER THAN THE HIGHEST POINT.  IT IS STAMPED BUCK
 EU0921'1945.
 EU0921'
 EU0921'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK AND
 EU0921'IS STAMPED BUCK NO 1 1945.  IT IS SET IN THE SECOND LEDGE OF
 EU0921'ROCK N OF THE STATION AND IS ABOUT 8 FEET LOWER.
 EU0921'
 EU0921'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 EU0921'BEDROCK AND IS STAMPED BUCK NO 2 1945.  IT IS ABOUT 6 FEET LOWER
 EU0921'IN ELEVATION THAN STATION MARK.
 EU0921'
 EU0921'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER AND IS
 EU0921'STAMPED BUCK 1945.  IT IS ABOUT 6 FEET S OF THE HIGHEST POINT ON
 EU0921'ROCKY OUTCROP AND 2 FEET S OF A SMALL CAIRN.
 EU0921'
 EU0921'TO REACH STATION FROM THE YUCCA POST OFFICE, FOLLOW THE
 EU0921'YUCCA-TOPOCK ROAD FOR 13.1 MILES TO A ROAD ON THE LEFT AND A
 EU0921'SIGN IDEAL MINE, TURN LEFT AND FOLLOW THE MINE ROAD FOR 2.2
 EU0921'MILES TO A FORK, TAKE THE RIGHT FORK AND CONTINUE FOR 0.3 MILE
 EU0921'TO THE OLD MINE MENTIONED ABOVE.  AS THIS ROAD COMES INTO THE
 EU0921'MINE IT TURNS SHARPLY TO THE RIGHT TO LEAD TO SOME PITS WHILE A
 EU0921'DIM TRACK CONTINUES AHEAD TOWARD THE HILLS TO THE S.  AT THIS
 EU0921'FORK A SHARP ROUGH ROCK OUTCROP OF BROWN ROCK ABOUT 30 FEET
 EU0921'HIGH CAN BE SEEN ABOUT 300 FEET TO THE RIGHT AND IT IS ON THIS
 EU0921'OUTCROP THAT THE AZIMUTH MARK HAS BEEN PLACED.  TO CONTINUE
 EU0921'TO THE STATION, TAKE THE DIM TRACK ROAD S FOR 0.3 MILE,
 EU0921'THEN TURN LEFT ACROSS COUNTRY TOWARD A WASH LEADING UP TO THE
 EU0921'HILL AND CONTINUE TO THE BASE AND THE END OF TRUCK TRAVEL.
 EU0921'PACK E UP THE WASH AND INTO THE SLIGHT SADDLE, THENCE LEFT TO
 EU0921'THE N ONE OF TWO PEAKS AND THE STATION.  MARK IS 7 FEET NNW
 EU0921'OF THE HIGHEST POINT.
 EU0921
 EU0921                          STATION RECOVERY (1948)
 EU0921
 EU0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0921'ALL MARKS ARE IN GOOD CONDITION AND ARE AS DESCRIBED.
 EU0921'
 EU0921'THE STATION IS ABOUT 16 MILES, AIRLINE, EAST BY SOUTH, OF
 EU0921'TOPOCK, 12 MILES SOUTH OF YUCCA, 2 MILES SOUTH OF THE TOPOCK-YUCCA
 EU0921'ROAD, AND 1/2 MILES SOUTHEAST OF THE ABANDONED IDEAL MINE.  IT IS
 EU0921'ON THE SUMMIT OF THE NORTHERN ONE OF TWO POINTS OF A PROMINENT
 EU0921'HILL IN THE EXTREME NORTHWESTERN END OF A RANGE OF MOUNTAINS.
 EU0921'THERE ARE HIGHER POINTS TO THE SOUTHEAST OF THE STATION HILL.
 EU0921'
 EU0921'THE STATION, A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 EU0921'WHICH IS FLUSH WITH THE SURROUNDING SURFACE AND APPROXIMATELY
 EU0921'4 FEET LOWER THAN THE HIGHEST POINT, IS STAMPED BUCK 1945.
 EU0921'
 EU0921'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0921'IN OUTCROPPING BEDROCK PROJECTING 3 FEET ON THE NORTH SIDE, FLUSH
 EU0921'WITH THE SURROUNDING SURFACE ON THE OTHER THREE SIDES, IS 12
 EU0921'FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 EU0921'BUCK NO 1 1945.
 EU0921'
 EU0921'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0921'A MASS OF OUTCROPPING BEDROCK, PROJECTING 6 INCHES ABOVE THE
 EU0921'SURFACE OF THE GROUND, IS 6 FEET LOWER IN ELEVATION THAN THE
 EU0921'STATION MARK AND IS STAMPED BUCK NO 2 1945.
 EU0921'
 EU0921'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN THE TOP OF OUTCROPPING
 EU0921'BEDROCK, IS ON A ROCKY KNOLL PROJECTING ABOUT 30 FEET ABOVE THE
 EU0921'SURROUNDING AREA AND IS STAMPED BUCK 1945.
 EU0921'
 EU0921'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON THE TOPOCK-YUCCA
 EU0921'ROAD FOR 2.45 MILES TO A FORK.  TAKE THE RIGHT HAND ROAD FOR
 EU0921'4.65 MILES TO A FORK.  TAKE THE LEFT HAND ROAD FOR 0.5 MILE TO
 EU0921'CROSSROADS.  KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 EU0921'2.9 MILES TO A FORK AND SIGN MOHAWK 24 MILES, SITE 6.  KEEP
 EU0921'STRAIGHT AHEAD ON THE LEFT HAND ROAD FOR 7.9 MILES TO A FORK
 EU0921'AND SIGN IDEAL MINE.  TURN RIGHT, SOUTHERLY AND GO 2.2 MILES TO
 EU0921'AN OLD ABANDONED MINE.  THE AZIMUTH MARK IS ON A ROCKY KNOLL
 EU0921'ABOUT 300 FEET TO THE RIGHT.  CONTINUE SOUTHERLY ON A DIM
 EU0921'TRACK ROAD FOR 0.3 MILES.  TURN LEFT, EASTERLY, LEAVING THE ROAD,
 EU0921'AND GO ACROSS COUNTRY ABOUT 0.2 MILE TO THE BASE OF A HILL.
 EU0921'PACK EASTERLY UP A SMALL WASH FOR 100 YARDS THENCE TURN
 EU0921'LEFT AND GO UP A STEEP RIDGE TO THE HIGHEST POINT AND STATION.
 EU0921'A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1419 ***********************************************************************
 DA1419  DESIGNATION -  BUCK
 DA1419  PID         -  DA1419
 DA1419  STATE/COUNTY-  AZ/YUMA
 DA1419  USGS QUAD   -  BUCK PEAK (1990)
 DA1419
 DA1419                         *CURRENT SURVEY CONTROL
 DA1419  ___________________________________________________________________
 DA1419* NAD 83(1992)-  32 22 56.51326(N)    113 53 40.61281(W)     ADJUSTED  
 DA1419* NAVD 88     -       801.4    (meters)    2629.     (feet)  VERTCON   
 DA1419  ___________________________________________________________________
 DA1419  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1419  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1419
 DA1419  HORZ ORDER  -  SECOND
 DA1419
 DA1419.The horizontal coordinates were established by classical geodetic methods
 DA1419.and adjusted by the National Geodetic Survey in August 1993..
 DA1419
 DA1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1419
 DA1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1419
 DA1419.The geoid height was determined by GEOID03.
 DA1419
 DA1419;                    North         East     Units Scale Factor Converg.
 DA1419;SPC AZ W     -   153,277.583   199,752.820   MT  0.99993562   -0 04 38.8
 DA1419;SPC AZ W     -   502,879.21    655,357.02   iFT  0.99993562   -0 04 38.8
 DA1419;UTM  12      - 3,586,505.260   227,679.149   MT  1.00051460   -1 33 04.4
 DA1419
 DA1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1419!SPC AZ W     -   0.99987940  x   0.99993562  =   0.99981503
 DA1419!UTM  12      -   0.99987940  x   1.00051460  =   1.00039394
 DA1419
 DA1419:                Primary Azimuth Mark                     Grid Az
 DA1419:SPC AZ W     -  CABEZA                                   118 52 51.1
 DA1419:UTM  12      -  CABEZA                                   120 21 16.7
 DA1419
 DA1419|---------------------------------------------------------------------|
 DA1419| PID    Reference Object                     Distance      Geod. Az  |
 DA1419|                                                           dddmmss.s |
 DA1419| DA1266 CABEZA                              APPROX. 7.5 KM 1184812.3 |
 DA1419| CH2806 BUCK RM                              10.122 METERS 14545     |
 DA1419|---------------------------------------------------------------------|
 DA1419
 DA1419                          SUPERSEDED SURVEY CONTROL
 DA1419
 DA1419  NAD 83(1986)-  32 22 56.48449(N)    113 53 40.64340(W) AD(       ) 2
 DA1419  NAD 27      -  32 22 56.30500(N)    113 53 37.89100(W) AD(       ) 2
 DA1419  NGVD 29 (06/20/88)  800.7    (m)         2627.     (f) VERT ANG       
 DA1419
 DA1419.Superseded values are not recommended for survey control.
 DA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1419.See file dsdata.txt to determine how the superseded data were derived.
 DA1419
 DA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA2767986505(NAD 83)
 DA1419_MARKER: DS = TRIANGULATION STATION DISK
 DA1419_SETTING: 0 = UNSPECIFIED SETTING
 DA1419
 DA1419  HISTORY     - Date     Condition        Report By
 DA1419  HISTORY     - 1920     MONUMENTED       CGS
 DA1419  HISTORY     - 1962     GOOD             AMS
 DA1419  HISTORY     - 1964     GOOD             USGS
 DA1419
 DA1419                          STATION DESCRIPTION
 DA1419
 DA1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1419'STATION IS ABOUT 10 MILES AIR LINE NE OF TINAJAS ATLAS TANKS,
 DA1419'ON THE HIGHEST PEAK OF BUCK MOUNTAIN.
 DA1419'
 DA1419'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DA1419'CONCRETE.
 DA1419'
 DA1419'THE STATION IS BEST REACHED BY GOING TO TINAJAS ATLAS TANKS
 DA1419'AND TAKE THE ROAD TO COYOTE WELLS (ROADS MARKED BY SIGNBOARDS),
 DA1419'FROM COYOTE WELLS FOLLOW OLD ROAD IN A WESTERLY DIRECTION
 DA1419'2.1 MILES AND TAKE RIGHT-HAND ROAD, FOLLOW 2.5 MILES AND TAKE
 DA1419'LEFT-HAND ROAD, FOLLOW 0.2 MILE TO SIGNAL NOTICE TIED ON A
 DA1419'CACTUS ON LEFT SIDE OF ROAD, FOLLOW TRACKS TO LEFT WHICH LEAD
 DA1419'TO ANOTHER OLD ROAD AND AFTER CROSSING WIDE WASH TAKE LEFT-HAND
 DA1419'ROAD AND FOLLOW A SHORT DISTANCE TO ANOTHER SIGNAL NOTICE TIED
 DA1419'ON A CACTUS ON LEFT SIDE OF ROAD.  THE SECOND SIGNAL NOTICE
 DA1419'IS 0.7 MILE FROM THE FIRST-MENTIONED SIGNAL NOTICE, THE
 DA1419'MAGNETIC BEARING ON THE STATION FROM THE SECOND SIGNAL NOTICE
 DA1419'IS 290 DEG.  FROM SECOND SIGNAL NOTICE FOLLOW TRUCK TRACKS
 DA1419'IN A WESTERLY DIRECTION 0.3 MILE TO A THIRD SIGNAL NOTICE WHICH
 DA1419'IS THE END OF TRUCK TRAVEL AND ABOUT 1/4 MILE FROM THE
 DA1419'BASE OF THE MOUNTAIN.  FROM THE THIRD SIGNAL NOTICE THE
 DA1419'STATION BEARS 289 DEG (MAGNETIC).
 DA1419
 DA1419                          STATION RECOVERY (1962)
 DA1419
 DA1419'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1419'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  REACHED
 DA1419'BY HELICOPTER.
 DA1419
 DA1419                          STATION RECOVERY (1964)
 DA1419
 DA1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1419'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0984 ***********************************************************************
 ES0984  DESIGNATION -  BUCK
 ES0984  PID         -  ES0984
 ES0984  STATE/COUNTY-  AZ/GILA
 ES0984  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0984
 ES0984                         *CURRENT SURVEY CONTROL
 ES0984  ___________________________________________________________________
 ES0984* NAD 83(1992)-  34 21 13.59853(N)    111 25 32.51347(W)     ADJUSTED  
 ES0984* NAVD 88     -      1750.7    (meters)    5744.     (feet)  VERTCON   
 ES0984  ___________________________________________________________________
 ES0984  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 ES0984  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0984
 ES0984  HORZ ORDER  -  SECOND
 ES0984
 ES0984.The horizontal coordinates were established by classical geodetic methods
 ES0984.and adjusted by the National Geodetic Survey in August 1993..
 ES0984
 ES0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0984
 ES0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0984
 ES0984.The geoid height was determined by GEOID03.
 ES0984
 ES0984;                    North         East     Units Scale Factor Converg.
 ES0984;SPC AZ E     -   372,611.063    97,537.227   MT  1.00006531   -0 42 38.0
 ES0984;SPC AZ E     - 1,222,477.24    320,004.03   iFT  1.00006531   -0 42 38.0
 ES0984;UTM  12      - 3,801,465.312   460,851.286   MT  0.99961889   -0 14 24.8
 ES0984
 ES0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0984!SPC AZ E     -   0.99972919  x   1.00006531  =   0.99979449
 ES0984!UTM  12      -   0.99972919  x   0.99961889  =   0.99934819
 ES0984
 ES0984|---------------------------------------------------------------------|
 ES0984| PID    Reference Object                     Distance      Geod. Az  |
 ES0984|                                                           dddmmss.s |
 ES0984| CH2808 BUCK RM 1                             7.518 METERS 15206     |
 ES0984| CH2809 BUCK RM 2                             3.411 METERS 21647     |
 ES0984| CH2807 BUCK AZ MK                                         2263312.4 |
 ES0984|---------------------------------------------------------------------|
 ES0984
 ES0984                          SUPERSEDED SURVEY CONTROL
 ES0984
 ES0984  NAD 83(1986)-  34 21 13.58322(N)    111 25 32.51528(W) AD(       ) 2
 ES0984  NAD 27      -  34 21 13.47100(N)    111 25 30.01900(W) AD(       ) 2
 ES0984  NGVD 29 (07/19/86) 1749.9    (m)         5741.     (f) VERT ANG       
 ES0984
 ES0984.Superseded values are not recommended for survey control.
 ES0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0984.See file dsdata.txt to determine how the superseded data were derived.
 ES0984
 ES0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6085101465(NAD 83)
 ES0984_MARKER: DS = TRIANGULATION STATION DISK
 ES0984_SETTING: 80 = SET IN A BOULDER
 ES0984_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0984+STABILITY: SURFACE MOTION
 ES0984
 ES0984  HISTORY     - Date     Condition        Report By
 ES0984  HISTORY     - 1946     MONUMENTED       CGS
 ES0984  HISTORY     - 1969     GOOD             AZHD
 ES0984  HISTORY     - 1981     GOOD             AZDT
 ES0984
 ES0984                          STATION DESCRIPTION
 ES0984
 ES0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0984'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 2 MILES
 ES0984'SOUTH-SOUTHEAST OF PINE AND 10 MILES NORTH-NORTHEAST OF PAYSON,
 ES0984'ON THE SUMMIT OF A LOW BRUSHY SADDLE, ABOUT 78 FEET EAST OF THE
 ES0984'PAYSON-FLAGSTAFF HIGHWAY.
 ES0984'
 ES0984'TO REACH FROM PAYSON GO NORTH TOWARD PINE AND FLAGSTAFF FOR 12
 ES0984'MILES TO A T-ROAD LEFT AT SIGN NATURAL BRIDGE 3.  CONTINUE
 ES0984'STRAIGHT AHEAD TOWARD PINE (NORTH) FOR 1.5 MILES TO THE
 ES0984'SUMMIT AT A TRIANGULAR BLAZE ON LARGE CEDAR TREE ON LEFT.
 ES0984'
 ES0984'STATION IS 78 FEET EAST OF THE ROAD, ABOUT 95 FEET EAST-SOUTHEAST
 ES0984'OF THE BLAZED TREE MENTIONED ABOVE.  A CLEARED LANE THROUGH
 ES0984'THE BRUSH LEADS TO THE STATION.  MARK IS 13 FEET SOUTHEAST
 ES0984'OF A WHITE WITNESS POST AND 23 FEET EAST-SOUTHEAST OF A TREE
 ES0984'BEARING A TRIANGULAR BLAZE.  THE MARK IS A STANDARD TRIANGULATION
 ES0984'STATION DISK, STAMPED BUCK 1946, CEMENTED IN A DRILL HOLE
 ES0984'IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND PROJECTS
 ES0984'2 INCHES ABOVE GROUND.
 ES0984'
 ES0984'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  A STANDARD
 ES0984'REFERENCE MARK DISK, STAMPED BUCK NO 1 1946, CEMENTED IN A
 ES0984'DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND
 ES0984'PROJECTS 3 INCHES.  IT IS 6 INCHES LOWER THAN STATION MARK.
 ES0984'
 ES0984'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND ABOUT
 ES0984'THE SAME LEVEL.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED BUCK
 ES0984'NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 ES0984'EMBEDDED IN THE GROUND AND PROJECTS 2 INCHES ABOVE GROUND.
 ES0984'
 ES0984'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHWEST OF THE STATION,
 ES0984'ON THE SLOPE OF THE RIDGE.  A ROCK OUTCROP IS VISIBLE FROM THE
 ES0984'STATION, ABOUT 1/3 WAY UP THE RIDGE.  THE AZIMUTH MARK IS SET
 ES0984'IN THIS OUTCROP, 4 FEET SOUTHEAST OF A 4-FT. CAIRN THAT IS ALSO
 ES0984'VISIBLE FROM THE STATION.  THE MARK IS A STANDARD AZIMUTH
 ES0984'MARK DISK, STAMPED BUCK 1946, CEMENTED IN A DEPRESSION IN
 ES0984'THE LARGE BEDROCK OUTCROP WHICH PROJECTS 6 FEET ABOVE GROUND.
 ES0984
 ES0984                          STATION RECOVERY (1969)
 ES0984
 ES0984'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 ES0984'GENERAL LOCATION TEN MILES N.W. OF PAYSON NEW DESCRIPTION
 ES0984'
 ES0984'TO REACH IN PAYSON FROM THE JCT OF STATE ROUTES 87 AND
 ES0984'160 GO NORTH ON 87 FOR 10.45 TO T ROAD ON LEFT (NATURAL BRIDGE)
 ES0984'CONTINUE ON 87 FOR 1.60 MILES AND THE OLD HIGHWAY ON THE LEFT.
 ES0984'TURN ON OLD ROAD 180 DEG GOING BACK SOUTH TO THE CREST (0.15) AND
 ES0984'THE STATION 100 FT ON THE LEFT
 ES0984'
 ES0984'STATION MARK RECOVERED IN GOOD CONDITION
 ES0984'
 ES0984'REFERENCE MARKS RECOVERED IN GOOD CONDITION
 ES0984'
 ES0984'AZIMUTH MARK RECOVERED IN GOOD CONDITION
 ES0984
 ES0984                          STATION RECOVERY (1981)
 ES0984
 ES0984'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0984'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ES0984'RECOVERED AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0984'
 ES0984'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL SOUTH ALONG
 ES0984'STATE ROUTE 87 FOR FOR 3 MILES TO A TRAIL ROAD ON THE RIGHT WHICH IS
 ES0984'JUST BEFORE REACHING A HIGHWAY CUT IN A SADDLE.  TURN RIGHT ON THE
 ES0984'TRAIL ROAD WHICH PARALLELS THE HIGHWAY FOR ABOUT 300 FEET TO A FENCE
 ES0984'AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK SOUTH FOR ABOUT 350
 ES0984'FEET ALONG THE TRAIL ROAD TO THE SECOND SIDE TRAIL ON THE LEFT.  BEAR
 ES0984'LEFT ON THE TRAIL FOR 50 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1029 ***********************************************************************
 ET1029  DESIGNATION -  BUCK
 ET1029  PID         -  ET1029
 ET1029  STATE/COUNTY-  AZ/YAVAPAI
 ET1029  USGS QUAD   -  MALPAIS MESA SW (1967)
 ET1029
 ET1029                         *CURRENT SURVEY CONTROL
 ET1029  ___________________________________________________________________
 ET1029* NAD 83(1992)-  34 20 00.66161(N)    113 09 37.06019(W)     ADJUSTED  
 ET1029* NAVD 88     -       756.3    (meters)    2481.     (feet)  VERTCON   
 ET1029  ___________________________________________________________________
 ET1029  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 ET1029  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 ET1029
 ET1029  HORZ ORDER  -  SECOND
 ET1029
 ET1029.The horizontal coordinates were established by classical geodetic methods
 ET1029.and adjusted by the National Geodetic Survey in August 1993..
 ET1029
 ET1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1029
 ET1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1029
 ET1029.The geoid height was determined by GEOID03.
 ET1029
 ET1029;                    North         East     Units Scale Factor Converg.
 ET1029;SPC AZ C     -   370,346.184    98,926.825   MT  1.00006136   -0 42 05.4
 ET1029;SPC AZ C     - 1,215,046.54    324,563.07   iFT  1.00006136   -0 42 05.4
 ET1029;SPC AZ W     -   369,815.493   267,622.710   MT  0.99996961   +0 19 57.4
 ET1029;SPC AZ W     - 1,213,305.42    878,027.26   iFT  0.99996961   +0 19 57.4
 ET1029;UTM  12      - 3,801,250.377   301,267.275   MT  1.00008685   -1 13 07.8
 ET1029
 ET1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1029!SPC AZ C     -   0.99988587  x   1.00006136  =   0.99994723
 ET1029!SPC AZ W     -   0.99988587  x   0.99996961  =   0.99985549
 ET1029!UTM  12      -   0.99988587  x   1.00008685  =   0.99997271
 ET1029
 ET1029|---------------------------------------------------------------------|
 ET1029| PID    Reference Object                     Distance      Geod. Az  |
 ET1029|                                                           dddmmss.s |
 ET1029| CH2811 BUCK RM 2                             4.942 METERS 03411     |
 ET1029| CH2810 BUCK RM 1                             8.836 METERS 15014     |
 ET1029| ET1057 DUMPY                               APPROX.18.8 KM 3201746.7 |
 ET1029|---------------------------------------------------------------------|
 ET1029
 ET1029                          SUPERSEDED SURVEY CONTROL
 ET1029
 ET1029  NAD 83(1986)-  34 20 00.66101(N)    113 09 37.06542(W) AD(       ) 2
 ET1029  NAD 27      -  34 20 00.58341(N)    113 09 34.36916(W) AD(       ) 2
 ET1029  NGVD 29 (07/19/86)  755.6    (m)         2479.     (f) VERT ANG       
 ET1029
 ET1029.Superseded values are not recommended for survey control.
 ET1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1029.See file dsdata.txt to determine how the superseded data were derived.
 ET1029
 ET1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0126701250(NAD 83)
 ET1029_MARKER: DD = SURVEY DISK
 ET1029_SETTING: 0 = UNSPECIFIED SETTING
 ET1029
 ET1029  HISTORY     - Date     Condition        Report By
 ET1029  HISTORY     - 1966     MONUMENTED       USGS
 ET1029  HISTORY     - 1967     GOOD             USGS
 ET1029  HISTORY     - 1980     GOOD             AZDT
 ET1029
 ET1029                          STATION DESCRIPTION
 ET1029
 ET1029'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BSB)
 ET1029'LOCATED ABOUT 18.4 MI. (AIRLINE) W. AND 12 MI. N. OF CONGRESS.
 ET1029'ABOUT 0.8 MI. W. OF ARIZONA STATE HIGHWAY 93 AND U.S. HIGHWAY 93.
 ET1029'ON A LOW, PROMINENT N.-S. RIDGE.
 ET1029'
 ET1029'TO REACH FROM THE INTERSECTION OF HIGHWAYS 60-70 AND 89-93 IN
 ET1029'WICKENBURG, GO N. ON 89-93 FOR 18 MI. TO OVERPASS WHERE ARIZONA
 ET1029'STATE HIGHWAY 93 CROSSES ARIZONA STATE HIGHWAY 71.  CONTINUE ON
 ET1029'NO. 93 17.7 MI. TO DIRT RD. LEFT.  FOLLOW DIRT RD. AND TURN RIGHT
 ET1029'ON RD. PARALLELING STEEL POLE POWERLINE.  PASS THRU STEEL GATE AND
 ET1029'DRIVE CROSS-COUNTRY TO BOTTOM OF LOW RIDGE AND END OF TRUCK TRAVEL.
 ET1029'ABOUT A 15-MINUTE PACK TO TOP AND STATION MARK.
 ET1029'
 ET1029'STATION MARK--STANDARD TABLET STAMPED BUCK 1966 CEMENTED IN STONE
 ET1029'IN PLACE.
 ET1029'
 ET1029'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED RM 1 1966, CEMENTED
 ET1029'IN STONE.
 ET1029'
 ET1029'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED RM 2 1966, CEMENTED
 ET1029'IN STONE.
 ET1029
 ET1029                          STATION RECOVERY (1980)
 ET1029
 ET1029'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1029'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND WERE RECOVERED AS
 ET1029'DESCRIBED.  THE ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2144 ***********************************************************************
 DV2144  DESIGNATION -  BUCK
 DV2144  PID         -  DV2144
 DV2144  STATE/COUNTY-  AZ/MARICOPA
 DV2144  USGS QUAD   -  HASSAYAMPA (1978)
 DV2144
 DV2144                         *CURRENT SURVEY CONTROL
 DV2144  ___________________________________________________________________
 DV2144* NAD 83(1992)-  33 15 17.08326(N)    112 38 02.24125(W)     ADJUSTED  
 DV2144* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 DV2144  ___________________________________________________________________
 DV2144  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DV2144  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV2144
 DV2144  HORZ ORDER  -  SECOND
 DV2144
 DV2144.The horizontal coordinates were established by classical geodetic methods
 DV2144.and adjusted by the National Geodetic Survey in August 1993..
 DV2144
 DV2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2144
 DV2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2144
 DV2144.The geoid height was determined by GEOID03.
 DV2144
 DV2144;                    North         East     Units Scale Factor Converg.
 DV2144;SPC AZ C     -   250,231.103   146,526.295   MT  0.99995505   -0 23 36.1
 DV2144;SPC AZ C     -   820,968.19    480,729.31   iFT  0.99995505   -0 23 36.1
 DV2144;UTM  12      - 3,680,718.917   347,794.507   MT  0.99988563   -0 53 46.2
 DV2144
 DV2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2144!SPC AZ C     -   0.99995547  x   0.99995505  =   0.99991052
 DV2144!UTM  12      -   0.99995547  x   0.99988563  =   0.99984110
 DV2144
 DV2144|---------------------------------------------------------------------|
 DV2144| PID    Reference Object                     Distance      Geod. Az  |
 DV2144|                                                           dddmmss.s |
 DV2144| CH4433 BUCK RM 1                             6.846 METERS 07538     |
 DV2144| CH4434 BUCK RM 2                             9.742 METERS 18846     |
 DV2144| DV2153 80 138 0                            APPROX. 7.2 KM 1921425.0 |
 DV2144|---------------------------------------------------------------------|
 DV2144
 DV2144                          SUPERSEDED SURVEY CONTROL
 DV2144
 DV2144  NAD 83(1986)-  33 15 17.07716(N)    112 38 02.24611(W) AD(       ) 2
 DV2144  NAD 27      -  33 15 16.92768(N)    112 37 59.64797(W) AD(       ) 2
 DV2144  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 DV2144
 DV2144.Superseded values are not recommended for survey control.
 DV2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2144.See file dsdata.txt to determine how the superseded data were derived.
 DV2144
 DV2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4779580719(NAD 83)
 DV2144_MARKER: DD = SURVEY DISK
 DV2144_SETTING: 66 = SET IN ROCK OUTCROP
 DV2144
 DV2144  HISTORY     - Date     Condition        Report By
 DV2144  HISTORY     - 1974     MONUMENTED       AZDT
 DV2144  HISTORY     - 20050304 GOOD             USPSQD
 DV2144
 DV2144                          STATION DESCRIPTION
 DV2144
 DV2144'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2144'THE STATION IS LOCATED ABOUT 22.2 MILES NORTH OF GILA BEND AND
 DV2144'11.5 MILES SOUTH OF BUCKEYE.  STATION IS ON THE EAST SIDE OF
 DV2144'U.S. 80 ON THE TOP OF THE HIGHEST OF SEVERAL SMALL HILLS ON A
 DV2144'GRANITE OUTCROP.
 DV2144'
 DV2144'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK P AND
 DV2144'M GS 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 DV2144'ABOUT 1 INCH ABOVE THE GROUND.
 DV2144'
 DV2144'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK RM-1
 DV2144'1974.  IT IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROPPING WHICH
 DV2144'PROJECTS 6 INCHES ABOVE THE GROUND.
 DV2144'
 DV2144'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK RM 2
 DV2144'1974 AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROPPING.
 DV2144'
 DV2144'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2144'BEND, GO NORTH FOR 1.35 MILES TO ENTRANCE OF GILA BEND AIRPORT ON
 DV2144'THE RIGHT, CONTINUE NORTH FOR 17.6 MILES TO ROAD RUNNING WEST
 DV2144'(PATTERSON ROAD), CONTINUE NORTH FOR 4.6 MILES TO STATION 600
 DV2144'FEET EAST OF EAST RIGHT-OF-WAY FENCE ON TOP OF A LIGHT COLORED
 DV2144'ROUNDED HILL ABOUT 80 FEET HIGHER THAN ROADWAY.
 DV2144'
 DV2144'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2144
 DV2144                          STATION RECOVERY (2005)
 DV2144
 DV2144'RECOVERY NOTE BY US POWER SQUADRON 2005
 DV2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2225 ***********************************************************************
 DV2225  DESIGNATION -  BUCK
 DV2225  PID         -  DV2225
 DV2225  STATE/COUNTY-  AZ/MARICOPA
 DV2225  USGS QUAD   -  FOWLER (1982)
 DV2225
 DV2225                         *CURRENT SURVEY CONTROL
 DV2225  ___________________________________________________________________
 DV2225* NAD 83(1992)-  33 25 34.38621(N)    112 11 42.76222(W)     ADJUSTED  
 DV2225* NAVD 88     -       312.9    (meters)    1027.     (feet)  VERTCON   
 DV2225  ___________________________________________________________________
 DV2225  X           -  -2,013,032.437 (meters)                     COMP
 DV2225  Y           -  -4,933,964.039 (meters)                     COMP
 DV2225  Z           -   3,493,663.256 (meters)                     COMP
 DV2225  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DV2225  ELLIP HEIGHT-         282.88  (meters)          (06/11/02) GPS OBS
 DV2225  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV2225
 DV2225  HORZ ORDER  -  FIRST
 DV2225  ELLP ORDER  -  FOURTH    CLASS II
 DV2225
 DV2225.The horizontal coordinates were established by GPS observations
 DV2225.and adjusted by the National Geodetic Survey in August 1993..
 DV2225
 DV2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2225
 DV2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2225
 DV2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2225
 DV2225.The ellipsoidal height was determined by GPS observations
 DV2225.and is referenced to NAD 83.
 DV2225
 DV2225.The geoid height was determined by GEOID03.
 DV2225
 DV2225;                    North         East     Units Scale Factor Converg.
 DV2225;SPC AZ C     -   269,052.638   187,457.498   MT  0.99990827   -0 09 12.4
 DV2225;SPC AZ C     -   882,718.63    615,018.04   iFT  0.99990827   -0 09 12.4
 DV2225;UTM  12      - 3,699,177.653   388,885.027   MT  0.99975222   -0 39 30.5
 DV2225
 DV2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2225!SPC AZ C     -   0.99995559  x   0.99990827  =   0.99986387
 DV2225!UTM  12      -   0.99995559  x   0.99975222  =   0.99970782
 DV2225
 DV2225                          SUPERSEDED SURVEY CONTROL
 DV2225
 DV2225  ELLIP H (08/23/93)  282.96   (m)                       GP(       ) 4 2
 DV2225  NAD 83(1986)-  33 25 34.38035(N)    112 11 42.76767(W) AD(       ) 1
 DV2225  NGVD 29 (09/11/89)  312.2    (m)         1024.     (f) GPS OBS        
 DV2225
 DV2225.Superseded values are not recommended for survey control.
 DV2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2225.See file dsdata.txt to determine how the superseded data were derived.
 DV2225
 DV2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8888599178(NAD 83)
 DV2225_MARKER: DD = SURVEY DISK
 DV2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2225+STABILITY: SURFACE MOTION
 DV2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2225+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2225
 DV2225  HISTORY     - Date     Condition        Report By
 DV2225  HISTORY     - 1986     MONUMENTED       AZDT
 DV2225
 DV2225                          STATION DESCRIPTION
 DV2225
 DV2225'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2225'THE STATION IS LOCATED ABOUT 12.16 KM (7.5 MI) WEST-SOUTHWEST OF
 DV2225'DOWNTOWN PHOENIX, ARIZONA.
 DV2225'
 DV2225'TO REACH THE STATION FROM THE INTERSECTION OF 59TH AVENUE AND LOWER
 DV2225'BUCKEYE ROAD, GO WEST ON LOWER BUCKEYE ROAD FOR 0.81 KM (0.5 MI) TO
 DV2225'A DIRT ROAD ON THE RIGHT.  TURN RIGHT, CROSS A CANAL, TURN LEFT ON
 DV2225'A DIRT ROAD AND GO WEST THEN NORTH ON THE SAME DIRT ROAD FOR
 DV2225'0.49 KM (0.3 MI) TO THE STATION ON THE LEFT.
 DV2225'
 DV2225'THE STATION IS A STANDARD AGS DISK
 DV2225'STAMPED---BUCK 1986---,
 DV2225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2225'25 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 DV2225'1.22 METERS (4 FT) SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2225'1.09 METERS (3.6 FT) EAST FROM A NORTH AND SOUTH IRRIGATION DITCH,
 DV2225'3.44 METERS (11.3 FT) SOUTHEAST FROM A FLOOD GATE,
 DV2225'6.58 METERS (21.6 FT) WEST FROM THE CENTERLINE OF THE DIRT ROADWAY.
 DV2225'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2225'STAMPED---BUCK 1986---,
 DV2225'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0532 ***********************************************************************
 CY0532  DESIGNATION -  BUCKEYE
 CY0532  PID         -  CY0532
 CY0532  STATE/COUNTY-  AZ/COCHISE
 CY0532  USGS QUAD   -  LUZENA (1979)
 CY0532
 CY0532                         *CURRENT SURVEY CONTROL
 CY0532  ___________________________________________________________________
 CY0532* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0532* NAVD 88     -      1167.73   (+/-2cm)    3831.1    (feet)  VERTCON   
 CY0532  ___________________________________________________________________
 CY0532  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0532
 CY0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0532
 CY0532.The horizontal coordinates were scaled from a topographic map and have
 CY0532.an estimated accuracy of +/- 6 seconds.
 CY0532
 CY0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0532.The vertical order pertains to the NGVD 29 superseded value.
 CY0532
 CY0532.The geoid height was determined by GEOID03.
 CY0532
 CY0532;                    North         East    Units  Estimated Accuracy
 CY0532;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0532
 CY0532                          SUPERSEDED SURVEY CONTROL
 CY0532
 CY0532  NGVD 29 (??/??/92) 1166.990  (m)         3828.70   (f) ADJ UNCH    2 0
 CY0532
 CY0532.Superseded values are not recommended for survey control.
 CY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0532.See file dsdata.txt to determine how the superseded data were derived.
 CY0532
 CY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0532_MARKER: DS = TRIANGULATION STATION DISK
 CY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0532_STAMPING: BUCKEYE 1960
 CY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0532+STABILITY: SURFACE MOTION
 CY0532
 CY0532  HISTORY     - Date     Condition        Report By
 CY0532  HISTORY     - 1960     MONUMENTED       CGS
 CY0532  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0532
 CY0532                          STATION DESCRIPTION
 CY0532
 CY0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0532'1.8 MI W FROM BOWIE.
 CY0532'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0532'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0532'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0532'COUNTRY, 59 FEET NORTH OF POWER POLE NO. G 16 3 15, 4 FEET SOUTH OF
 CY0532'WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0532'PROJECTING 5 INCHES.
 CY0532
 CY0532                          STATION RECOVERY (1979)
 CY0532
 CY0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0532'PRESUMED DESTROYED.  THE STATION AND RMS WERE RESET IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0677 ***********************************************************************
 CY0677  DESIGNATION -  BUCKEYE RESET
 CY0677  PID         -  CY0677
 CY0677  STATE/COUNTY-  AZ/COCHISE
 CY0677  USGS QUAD   -  LUZENA (1979)
 CY0677
 CY0677                         *CURRENT SURVEY CONTROL
 CY0677  ___________________________________________________________________
 CY0677* NAD 83(1992)-  32 19 44.24918(N)    109 30 47.67328(W)     ADJUSTED  
 CY0677* NAVD 88     -      1167.669  (meters)    3830.93   (feet)  ADJUSTED  
 CY0677  ___________________________________________________________________
 CY0677  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CY0677  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0677  DYNAMIC HT  -        1165.953 (meters)    3825.30  (feet)  COMP
 CY0677  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 CY0677
 CY0677  HORZ ORDER  -  SECOND
 CY0677  VERT ORDER  -  FIRST     CLASS II
 CY0677
 CY0677.The horizontal coordinates were established by classical geodetic methods
 CY0677.and adjusted by the National Geodetic Survey in August 1993..
 CY0677
 CY0677.The orthometric height was determined by differential leveling
 CY0677.and adjusted by the National Geodetic Survey in June 1991..
 CY0677
 CY0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0677
 CY0677.The geoid height was determined by GEOID03.
 CY0677
 CY0677.The dynamic height is computed by dividing the NAVD 88
 CY0677.geopotential number by the normal gravity value computed on the
 CY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0677.degrees latitude (g = 980.6199 gals.).
 CY0677
 CY0677.The modeled gravity was interpolated from observed gravity values.
 CY0677
 CY0677;                    North         East     Units Scale Factor Converg.
 CY0677;SPC AZ E     -   147,529.035   274,877.055   MT  0.99994665   +0 20 58.0
 CY0677;SPC AZ E     -   484,019.14    901,827.61   iFT  0.99994665   +0 20 58.0
 CY0677;UTM  12      - 3,577,870.232   639,935.258   MT  0.99984148   +0 47 42.8
 CY0677
 CY0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0677!SPC AZ E     -   0.99982090  x   0.99994665  =   0.99976756
 CY0677!UTM  12      -   0.99982090  x   0.99984148  =   0.99966241
 CY0677
 CY0677|---------------------------------------------------------------------|
 CY0677| PID    Reference Object                     Distance      Geod. Az  |
 CY0677|                                                           dddmmss.s |
 CY0677| CY0533 BUCKEYE RM 1                          9.334 METERS 19450     |
 CY0677| CY0527 NICKEL                              APPROX. 4.5 KM 2860757.8 |
 CY0677| CY0531 BUCKEYE RM 2                          7.925 METERS 29149     |
 CY0677|---------------------------------------------------------------------|
 CY0677
 CY0677                          SUPERSEDED SURVEY CONTROL
 CY0677
 CY0677  NAD 83(1986)-  32 19 44.24415(N)    109 30 47.67034(W) AD(       ) 2
 CY0677  NAD 27      -  32 19 43.97690(N)    109 30 45.43440(W) AD(       ) 2
 CY0677  NGVD 29 (07/19/86) 1166.99   (m)         3828.7    (f) LEVELING    3  
 CY0677
 CY0677.Superseded values are not recommended for survey control.
 CY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0677.See file dsdata.txt to determine how the superseded data were derived.
 CY0677
 CY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3993577870(NAD 83)
 CY0677_MARKER: DS = TRIANGULATION STATION DISK
 CY0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0677_SP_SET: CONCRETE POST
 CY0677_STAMPING: BUCKEYE 1960 1966
 CY0677_PROJECTION: PROJECTING 18 CENTIMETERS
 CY0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0677+STABILITY: SURFACE MOTION
 CY0677
 CY0677  HISTORY     - Date     Condition        Report By
 CY0677  HISTORY     - 1960     MONUMENTED       CGS
 CY0677  HISTORY     - 1967     MARK NOT FOUND   AMS
 CY0677  HISTORY     - 1979     GOOD             NGS
 CY0677
 CY0677                          STATION DESCRIPTION
 CY0677
 CY0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0677'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BOWIE AND
 CY0677'ABOUT 0.15 MILE SOUTH OF STATE HIGHWAY 86.
 CY0677'
 CY0677'TO REACH FROM THE POST OFFICE IN BOWIE, GO SOUTH FOR 0.1
 CY0677'MILE TO STATE HIGHWAY 86, TURN RIGHT, WEST, AND GO 1.5 MILES
 CY0677'TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 0.15
 CY0677'MILE, TURN LEFT AND GO 0.05 MILE ACROSS COUNTRY TO STATION.
 CY0677'
 CY0677'STATION MARKS ARE STANDARD DISKS, STAMPED BUCKEYE 1960.  THE
 CY0677'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CY0677'POST PROJECTING 5 INCHES.  IT IS 59 FEET NORTH OF POWER
 CY0677'LINE POLE NO. G 16 3 15 AND 4 FEET SOUTH OF A METAL WITNESS
 CY0677'POST.
 CY0677'
 CY0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCKEYE NO 1
 CY0677'1960, SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST
 CY0677'PROJECTING 6 INCHES.  IT IS 29 FEET NORTH OF THE POWER LINE
 CY0677'POLE.
 CY0677'
 CY0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCKEYE NO
 CY0677'2 1960, SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST
 CY0677'PROJECTING 6 INCHES.  IT IS 27 FEET WEST OF A METAL WITNESS
 CY0677'POST.
 CY0677'
 CY0677'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED M 324
 CY0677'1952, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 CY0677'PROJECTS 6 INCHES.  IT IS 3 FEET WEST OF A WOODEN WITNESS
 CY0677'POST.
 CY0677
 CY0677                          STATION RECOVERY (1967)
 CY0677
 CY0677'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY0677'STATION WAS SEARCHED FOR BUT NOT FOUND.  STATION MAY HAVE
 CY0677'BEEN DESTROYED BY NEW HIGHWAY CONSTRUCTION.
 CY0677
 CY0677                          STATION RECOVERY (1979)
 CY0677
 CY0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0677'3.0 KM WEST FROM BOWIE.
 CY0677'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0677'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0677'MILE POST 363 ALONG THE SOUTH FRONTAGE ROAD AT EXIT 362, 37.9 METERS
 CY0677'(115 FEET) SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD AND
 CY0677'10.3 METERS (33.8 FEET) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0677'THE MARK IS 10.5 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0533 ***********************************************************************
 CY0533  DESIGNATION -  BUCKEYE RM 1
 CY0533  PID         -  CY0533
 CY0533  STATE/COUNTY-  AZ/COCHISE
 CY0533  USGS QUAD   -  LUZENA (1979)
 CY0533
 CY0533                         *CURRENT SURVEY CONTROL
 CY0533  ___________________________________________________________________
 CY0533* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0533* NAVD 88     -      1167.76   (+/-2cm)    3831.2    (feet)  VERTCON   
 CY0533  ___________________________________________________________________
 CY0533  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0533
 CY0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0533
 CY0533.The horizontal coordinates were scaled from a topographic map and have
 CY0533.an estimated accuracy of +/- 6 seconds.
 CY0533
 CY0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0533.The vertical order pertains to the NGVD 29 superseded value.
 CY0533
 CY0533.The geoid height was determined by GEOID03.
 CY0533
 CY0533;                    North         East    Units  Estimated Accuracy
 CY0533;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0533
 CY0533                          SUPERSEDED SURVEY CONTROL
 CY0533
 CY0533  NGVD 29 (??/??/92) 1167.018  (m)         3828.79   (f) ADJ UNCH    2 0
 CY0533
 CY0533.Superseded values are not recommended for survey control.
 CY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0533.See file dsdata.txt to determine how the superseded data were derived.
 CY0533
 CY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0533_MARKER: DR = REFERENCE MARK DISK
 CY0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0533_STAMPING: BUCKEYE NO 1 1960
 CY0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0533+STABILITY: SURFACE MOTION
 CY0533
 CY0533  HISTORY     - Date     Condition        Report By
 CY0533  HISTORY     - 1960     MONUMENTED       CGS
 CY0533  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0533
 CY0533                          STATION DESCRIPTION
 CY0533
 CY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0533'1.8 MI W FROM BOWIE.
 CY0533'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0533'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0533'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0533'COUNTRY, 29 FEET NORTH OF POWER POLE, 30 FEET SOUTH OF TRIANGULATION
 CY0533'STATION BUCKEYE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0533'PROJECTING 6 INCHES.
 CY0533
 CY0533                          STATION RECOVERY (1979)
 CY0533
 CY0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0533'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0531 ***********************************************************************
 CY0531  DESIGNATION -  BUCKEYE RM 2
 CY0531  PID         -  CY0531
 CY0531  STATE/COUNTY-  AZ/COCHISE
 CY0531  USGS QUAD   -  LUZENA (1979)
 CY0531
 CY0531                         *CURRENT SURVEY CONTROL
 CY0531  ___________________________________________________________________
 CY0531* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0531* NAVD 88     -      1167.87   (+/-2cm)    3831.6    (feet)  VERTCON   
 CY0531  ___________________________________________________________________
 CY0531  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0531
 CY0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0531
 CY0531.The horizontal coordinates were scaled from a topographic map and have
 CY0531.an estimated accuracy of +/- 6 seconds.
 CY0531
 CY0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0531.The vertical order pertains to the NGVD 29 superseded value.
 CY0531
 CY0531.The geoid height was determined by GEOID03.
 CY0531
 CY0531;                    North         East    Units  Estimated Accuracy
 CY0531;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0531
 CY0531                          SUPERSEDED SURVEY CONTROL
 CY0531
 CY0531  NGVD 29 (??/??/92) 1167.135  (m)         3829.18   (f) ADJ UNCH    2 0
 CY0531
 CY0531.Superseded values are not recommended for survey control.
 CY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0531.See file dsdata.txt to determine how the superseded data were derived.
 CY0531
 CY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0531_MARKER: DR = REFERENCE MARK DISK
 CY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0531_STAMPING: BUCKEYE NO 2 1960
 CY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0531+STABILITY: SURFACE MOTION
 CY0531
 CY0531  HISTORY     - Date     Condition        Report By
 CY0531  HISTORY     - 1960     MONUMENTED       CGS
 CY0531  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0531
 CY0531                          STATION DESCRIPTION
 CY0531
 CY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0531'1.8 MI W FROM BOWIE.
 CY0531'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0531'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0531'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0531'COUNTRY, 27 FEET WEST OF WITNESS POST, 26 FEET WEST OF TRIANGULATION
 CY0531'STATION BUCKEYE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0531'PROJECTING 6 INCHES.
 CY0531
 CY0531                          STATION RECOVERY (1979)
 CY0531
 CY0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0531'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0679 ***********************************************************************
 CY0679  DESIGNATION -  BUCKEYE RM 3
 CY0679  PID         -  CY0679
 CY0679  STATE/COUNTY-  AZ/COCHISE
 CY0679  USGS QUAD   -  LUZENA (1979)
 CY0679
 CY0679                         *CURRENT SURVEY CONTROL
 CY0679  ___________________________________________________________________
 CY0679* NAD 83(1986)-  32 19 41.     (N)    109 30 48.     (W)     SCALED    
 CY0679* NAVD 88     -      1167.628  (meters)    3830.79   (feet)  ADJUSTED  
 CY0679  ___________________________________________________________________
 CY0679  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0679  DYNAMIC HT  -        1165.913 (meters)    3825.17  (feet)  COMP
 CY0679  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CY0679
 CY0679  VERT ORDER  -  FIRST     CLASS II
 CY0679
 CY0679.The horizontal coordinates were scaled from a topographic map and have
 CY0679.an estimated accuracy of +/- 6 seconds.
 CY0679
 CY0679.The orthometric height was determined by differential leveling
 CY0679.and adjusted by the National Geodetic Survey in June 1991..
 CY0679
 CY0679.The geoid height was determined by GEOID03.
 CY0679
 CY0679.The dynamic height is computed by dividing the NAVD 88
 CY0679.geopotential number by the normal gravity value computed on the
 CY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0679.degrees latitude (g = 980.6199 gals.).
 CY0679
 CY0679.The modeled gravity was interpolated from observed gravity values.
 CY0679
 CY0679;                    North         East    Units  Estimated Accuracy
 CY0679;SPC AZ E     -   147,430.      274,870.      MT  (+/- 180 meters Scaled)
 CY0679
 CY0679                          SUPERSEDED SURVEY CONTROL
 CY0679
 CY0679.No superseded survey control is available for this station.
 CY0679
 CY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399777(NAD 83)
 CY0679_MARKER: DR = REFERENCE MARK DISK
 CY0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0679_SP_SET: CONCRETE POST
 CY0679_STAMPING: BUCKEYE RM 3 1966
 CY0679_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0679+STABILITY: SURFACE MOTION
 CY0679
 CY0679  HISTORY     - Date     Condition        Report By
 CY0679  HISTORY     - 1966     MONUMENTED       CGS
 CY0679  HISTORY     - 1979     GOOD             NGS
 CY0679
 CY0679                          STATION DESCRIPTION
 CY0679
 CY0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0679'3.0 KM WEST FROM BOWIE.
 CY0679'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0679'RICHARDS AVENUE UNDERPASS AT BOWIE, ALONG THE SOUTH FRONTAGE ROAD AT
 CY0679'EXIT 362, 0.2 KILOMETER (0.1 MILE) WEST OF MILE POST 362, 37.2 METERS
 CY0679'(122 FEET) SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD,
 CY0679'11.0 METERS (36 FEET) NORTHEAST OF STATION BUCKEYE 1966 AND 5.3
 CY0679'METERS (17.5 FEET) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0679'THE MARK IS 11.2 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0678 ***********************************************************************
 CY0678  DESIGNATION -  BUCKEYE RM 4
 CY0678  PID         -  CY0678
 CY0678  STATE/COUNTY-  AZ/COCHISE
 CY0678  USGS QUAD   -  LUZENA (1979)
 CY0678
 CY0678                         *CURRENT SURVEY CONTROL
 CY0678  ___________________________________________________________________
 CY0678* NAD 83(1986)-  32 19 41.     (N)    109 30 48.     (W)     SCALED    
 CY0678* NAVD 88     -      1167.846  (meters)    3831.51   (feet)  ADJUSTED  
 CY0678  ___________________________________________________________________
 CY0678  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0678  DYNAMIC HT  -        1166.131 (meters)    3825.88  (feet)  COMP
 CY0678  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CY0678
 CY0678  VERT ORDER  -  FIRST     CLASS II
 CY0678
 CY0678.The horizontal coordinates were scaled from a topographic map and have
 CY0678.an estimated accuracy of +/- 6 seconds.
 CY0678
 CY0678.The orthometric height was determined by differential leveling
 CY0678.and adjusted by the National Geodetic Survey in June 1991..
 CY0678
 CY0678.The geoid height was determined by GEOID03.
 CY0678
 CY0678.The dynamic height is computed by dividing the NAVD 88
 CY0678.geopotential number by the normal gravity value computed on the
 CY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0678.degrees latitude (g = 980.6199 gals.).
 CY0678
 CY0678.The modeled gravity was interpolated from observed gravity values.
 CY0678
 CY0678;                    North         East    Units  Estimated Accuracy
 CY0678;SPC AZ E     -   147,430.      274,870.      MT  (+/- 180 meters Scaled)
 CY0678
 CY0678                          SUPERSEDED SURVEY CONTROL
 CY0678
 CY0678.No superseded survey control is available for this station.
 CY0678
 CY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399777(NAD 83)
 CY0678_MARKER: DR = REFERENCE MARK DISK
 CY0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0678_SP_SET: CONCRETE POST
 CY0678_STAMPING: BUCKEYE RM 4 1966
 CY0678_PROJECTION: PROJECTING 25 CENTIMETERS
 CY0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0678+STABILITY: SURFACE MOTION
 CY0678
 CY0678  HISTORY     - Date     Condition        Report By
 CY0678  HISTORY     - 1966     MONUMENTED       CGS
 CY0678  HISTORY     - 1979     GOOD             NGS
 CY0678
 CY0678                          STATION DESCRIPTION
 CY0678
 CY0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0678'3.0 KM WEST FROM BOWIE.
 CY0678'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0678'RICHARDS AVENUE UNDERPASS AT BOWIE, AT EXIT 362, ALONG THE SOUTH
 CY0678'FRONTAGE ROAD, 0.2 KILOMETER (0.1 MILE) WEST OF MILE POST 363, 17
 CY0678'STEEL FENCE POST EAST OF AN ANGLE CORNER POST, 38.2 METERS (126 FEET)
 CY0678'SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD, 8.3 METERS (27
 CY0678'FEET) NORTHWEST OF STATION BUCKEYE 1966 AND 6.4 METERS (21 FEET)
 CY0678'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0678'THE MARK IS 10.0 METERS  SW FROM A WITNESS POST.
 CY0678'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2134 ***********************************************************************
 DV2134  DESIGNATION -  BUCKEYE WATER TANK
 DV2134  PID         -  DV2134
 DV2134  STATE/COUNTY-  AZ/MARICOPA
 DV2134  USGS QUAD   -  VALENCIA (1982)
 DV2134
 DV2134                         *CURRENT SURVEY CONTROL
 DV2134  ___________________________________________________________________
 DV2134* NAD 83(1992)-  33 22 48.26197(N)    112 35 00.48394(W)     ADJUSTED  
 DV2134* NAVD 88     -                                                        
 DV2134  ___________________________________________________________________
 DV2134  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DV2134  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV2134
 DV2134  HORZ ORDER  -  THIRD
 DV2134
 DV2134.The horizontal coordinates were established by classical geodetic methods
 DV2134.and adjusted by the National Geodetic Survey in August 1993..
 DV2134
 DV2134
 DV2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2134
 DV2134.The geoid height was determined by GEOID03.
 DV2134
 DV2134;                    North         East     Units Scale Factor Converg.
 DV2134;SPC AZ C     -   264,099.008   151,319.489   MT  0.99994744   -0 22 00.8
 DV2134;SPC AZ C     -   866,466.56    496,455.02   iFT  0.99994744   -0 22 00.8
 DV2134;UTM  12      - 3,694,543.120   352,709.051   MT  0.99986747   -0 52 16.9
 DV2134
 DV2134                          SUPERSEDED SURVEY CONTROL
 DV2134
 DV2134  NAD 83(1986)-  33 22 48.25521(N)    112 35 00.48922(W) AD(       ) 4
 DV2134  NAD 27      -  33 22 48.03600(N)    112 34 57.87600(W) AD(       ) 3
 DV2134
 DV2134.Superseded values are not recommended for survey control.
 DV2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2134.See file dsdata.txt to determine how the superseded data were derived.
 DV2134
 DV2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5270994543(NAD 83)
 DV2134_MARKER: 53 = ELEVATED TANK
 DV2134
 DV2134  HISTORY     - Date     Condition        Report By
 DV2134  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2134  HISTORY     - 20000622 POOR             AZDT
 DV2134
 DV2134                          STATION DESCRIPTION
 DV2134
 DV2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2134'THE STATION IS LOCATED IN THE NORTHEAST PART OF BUCKEYE AND
 DV2134'APPROXIMATELY 250 FEET NORTH OF EAST BROADWAY.
 DV2134'
 DV2134'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK ON THE
 DV2134'MAIN STREET IN BUCKEYE, GO NORTH ON NORTH 4 TH. STREET FOR
 DV2134'1.0 MILE, TURN RIGHT AND GO EAST ON EAST BROADWAY FOR 0.75
 DV2134'MILE TO THE STATION ON THE LEFT.
 DV2134'
 DV2134'STATION HAS 4 LEGS, PAINTED BLACK AND IS APPROXIMATELY 120
 DV2134'FEET HIGH.
 DV2134'
 DV2134'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 DV2134
 DV2134                          STATION RECOVERY (2000)
 DV2134
 DV2134'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2134'LOCAL SURVEYOR, R.J..FISH RLS12317 FOUND THE THAT THE WATER TANK AND
 DV2134'ALL SUPPORTING STRUCTURES HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1134 ***********************************************************************
 ES1134  DESIGNATION -  BUCKHORN
 ES1134  PID         -  ES1134
 ES1134  STATE/COUNTY-  AZ/COCONINO
 ES1134  USGS QUAD   -  BUCKHORN MOUNTAIN (1965)
 ES1134
 ES1134                         *CURRENT SURVEY CONTROL
 ES1134  ___________________________________________________________________
 ES1134* NAD 83(1992)-  34 34 40.31360(N)    111 32 14.20225(W)     ADJUSTED  
 ES1134* NAVD 88     -      2034.9    (meters)    6676.     (feet)  VERTCON   
 ES1134  ___________________________________________________________________
 ES1134  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 ES1134  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ES1134
 ES1134  HORZ ORDER  -  THIRD
 ES1134
 ES1134.The horizontal coordinates were established by classical geodetic methods
 ES1134.and adjusted by the National Geodetic Survey in August 1993..
 ES1134
 ES1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1134
 ES1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1134
 ES1134.The geoid height was determined by GEOID03.
 ES1134
 ES1134;                    North         East     Units Scale Factor Converg.
 ES1134;SPC AZ C     -   396,814.018   248,167.194   MT  0.99991493   +0 12 55.1
 ES1134;SPC AZ C     - 1,301,883.26    814,196.83   iFT  0.99991493   +0 12 55.1
 ES1134;UTM  12      - 3,826,362.641   450,721.745   MT  0.99962993   -0 18 17.7
 ES1134
 ES1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1134!SPC AZ C     -   0.99968451  x   0.99991493  =   0.99959947
 ES1134!UTM  12      -   0.99968451  x   0.99962993  =   0.99931456
 ES1134
 ES1134|---------------------------------------------------------------------|
 ES1134| PID    Reference Object                     Distance      Geod. Az  |
 ES1134|                                                           dddmmss.s |
 ES1134| CS3966 BUCKHORN RM 1                         5.502 METERS 08758     |
 ES1134| ES1143 Y=TANK ALOMA                        APPROX.10.4 KM 2224509.2 |
 ES1134|---------------------------------------------------------------------|
 ES1134
 ES1134                          SUPERSEDED SURVEY CONTROL
 ES1134
 ES1134  NAD 83(1986)-  34 34 40.30804(N)    111 32 14.20467(W) AD(       ) 3
 ES1134  NGVD 29 (04/23/90) 2034.0    (m)         6673.     (f) VERT ANG       
 ES1134
 ES1134.Superseded values are not recommended for survey control.
 ES1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1134.See file dsdata.txt to determine how the superseded data were derived.
 ES1134
 ES1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5072226363(NAD 83)
 ES1134_MARKER: DS = TRIANGULATION STATION DISK
 ES1134_SETTING: 66 = SET IN ROCK OUTCROP
 ES1134_SP_SET: SET IN A ROCK LEDGE
 ES1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1134+STABILITY: POSITION/ELEVATION WELL
 ES1134
 ES1134  HISTORY     - Date     Condition        Report By
 ES1134  HISTORY     - 1930     MONUMENTED       USGS
 ES1134  HISTORY     - 1966     GOOD             USGS
 ES1134
 ES1134                          STATION DESCRIPTION
 ES1134
 ES1134'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1134'LOCATED ABOUT 12 MI BY RD. AND TRAIL S. OF USFS APACHE MAID
 ES1134'RANGER STATION, 10 MI BY TRAIL W. OF WALKERS SUMMER HEADQUARTERS
 ES1134'RANCH ON BUCKHORN MOUNTAIN.  ON ISOLATED CONE PEAK ON NORTH RIM OF
 ES1134'CLEAR CREEK CANYON.
 ES1134'
 ES1134'REACH BY TRAIL FROM CLEAR CREEK RANGER STATION VIA HANCE SPRING.
 ES1134'APACHE MAID RANGER STATION VIA BRADY TANK.  HARRIS PARK OR WALKER
 ES1134'SUMMER RANCH ON EAST.
 ES1134'
 ES1134'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1134'SOLID ROCK LEDGE.
 ES1134'
 ES1134'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, IN ROCK OUTCROP.
 ES1134
 ES1134                          STATION RECOVERY (1966)
 ES1134
 ES1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1134'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1075 ***********************************************************************
 ET1075  DESIGNATION -  BUCKSKIN
 ET1075  PID         -  ET1075
 ET1075  STATE/COUNTY-  AZ/LA PAZ
 ET1075  USGS QUAD   -  ALAMO DAM (1990)
 ET1075
 ET1075                         *CURRENT SURVEY CONTROL
 ET1075  ___________________________________________________________________
 ET1075* NAD 83(1992)-  34 09 08.20289(N)    113 35 53.95042(W)     ADJUSTED  
 ET1075* NAVD 88     -      1197.9    (meters)    3930.     (feet)  VERTCON   
 ET1075  ___________________________________________________________________
 ET1075  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 ET1075  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET1075
 ET1075  HORZ ORDER  -  FIRST
 ET1075
 ET1075.The horizontal coordinates were established by classical geodetic methods
 ET1075.and adjusted by the National Geodetic Survey in August 1993..
 ET1075
 ET1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1075
 ET1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1075
 ET1075.The geoid height was determined by GEOID03.
 ET1075
 ET1075;                    North         East     Units Scale Factor Converg.
 ET1075;SPC AZ W     -   349,565.520   227,346.984   MT  0.99993574   +0 05 06.5
 ET1075;SPC AZ W     - 1,146,868.50    745,889.06   iFT  0.99993574   +0 05 06.5
 ET1075;UTM  12      - 3,782,091.122   260,449.243   MT  1.00030743   -1 27 33.8
 ET1075
 ET1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1075!SPC AZ W     -   0.99981669  x   0.99993574  =   0.99975244
 ET1075!UTM  12      -   0.99981669  x   1.00030743  =   1.00012406
 ET1075
 ET1075:                Primary Azimuth Mark                     Grid Az
 ET1075:SPC AZ W     -  BUCKSKIN AZ MK                           165 24 24.7
 ET1075:UTM  12      -  BUCKSKIN AZ MK                           166 57 05.0
 ET1075
 ET1075|---------------------------------------------------------------------|
 ET1075| PID    Reference Object                     Distance      Geod. Az  |
 ET1075|                                                           dddmmss.s |
 ET1075| CH2815 BUCKSKIN AZ MK                                     1652931.2 |
 ET1075| CH2816 BUCKSKIN RM 1                         8.087 METERS 19718     |
 ET1075| CH2817 BUCKSKIN RM 2                         8.850 METERS 28938     |
 ET1075|---------------------------------------------------------------------|
 ET1075
 ET1075                          SUPERSEDED SURVEY CONTROL
 ET1075
 ET1075  NAD 83(1986)-  34 09 08.19996(N)    113 35 53.95885(W) AD(       ) 1
 ET1075  NAD 27      -  34 09 08.12100(N)    113 35 51.21000(W) AD(       ) 1
 ET1075  NGVD 29 (07/19/86) 1197.2    (m)         3928.     (f) VERT ANG       
 ET1075
 ET1075.Superseded values are not recommended for survey control.
 ET1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1075.See file dsdata.txt to determine how the superseded data were derived.
 ET1075
 ET1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6044982091(NAD 83)
 ET1075_MARKER: DS = TRIANGULATION STATION DISK
 ET1075_SETTING: 66 = SET IN ROCK OUTCROP
 ET1075
 ET1075  HISTORY     - Date     Condition        Report By
 ET1075  HISTORY     - 1948     MONUMENTED       CGS
 ET1075  HISTORY     - 1955     GOOD             CGS
 ET1075
 ET1075                          STATION DESCRIPTION
 ET1075
 ET1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1075'THE STATION IS LOCATED ON THE SOUTHWEST AND HIGHEST OF TWO
 ET1075'PROMINENT PEAKS, NEAR THE EASTERN END OF THE BUCKSKIN MOUNTAIN
 ET1075'RANGE, WHICH LIES ALONG THE NORTHERN SIDE OF CUNNINGHAM WASH WHICH
 ET1075'RUNS THROUGH BUTLER VALLEY.  THE PEAK IS EASILY RECOGNIZED BY THE
 ET1075'SHEER CLIFFS NEAR THE TOP.  THE STATION IS ABOUT 28 MILES
 ET1075'AIRLINE NORTHWEST OF AGUILA, ABOUT 25 MILES AIRLINE NORTH OF
 ET1075'WENDEN, ABOUT 8 MILES AIRLINE SOUTHWEST OF ALAMO CROSSING,
 ET1075'25 FEET NORTHEAST OF A 300 FOOT VERTICAL CLIFF, 3 FEET EAST
 ET1075'OF THE HIGHEST POINT, SET FLUSH, AND IS STAMPED, BUCKSKIN
 ET1075'1948.
 ET1075'
 ET1075'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 ET1075'STATION, 4 PACES EAST OF THE WEST RIM, PROJECTS 6 INCHES,
 ET1075'STAMPED, BUCKSKIN NO 1 1948.
 ET1075'
 ET1075'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 ET1075'STATION, ON A LOW BENCH, 12 FEET NORTHEAST OF THE SOUTHWEST
 ET1075'RIM, PROJECTS 4 INCHES, STAMPED, BUCKSIN NO 2 1948.
 ET1075'
 ET1075'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION,
 ET1075'11 PACES SOUTH-SOUTHWEST OF AND APPROXIMATELY THE SAME ELEVATION
 ET1075'AS THE CENTER LINE OF TRACK ROAD TO STATION, 2 FEET WEST OF A
 ET1075'4X4 WITNESS POST, PROJECTS 6 INCHES, AND IS STAMPED, BUCKSKIN
 ET1075'1948.
 ET1075'
 ET1075'TO REACH FROM WENDEN.  GO NORTH ON A BLADED ROAD FOR 11.1 MILES
 ET1075'TO A FORK JUST AFTER PASSING OVER CUNNINGHAM PASS.  TAKE
 ET1075'THE RIGHT FORK AND GO 7.0 MILES TO A FORK AT A LONE BUTTE IN
 ET1075'THE VALLEY.  TAKE THE LEFT FORK AND GO 2.95 MILES TO A TRACK
 ET1075'ROAD LEFT (W).  TURN LEFT AND FOLLOW TRACK ROAD FOR 2.1 MILES
 ET1075'TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT TURN
 ET1075'NORTH ACROSS COUNTRY FOR APPROXIMATELY 2.5 MILES, KEEPING
 ET1075'TO THE RIGHT (E) OF A LOW HILL WHICH IS LOCATED AT THE NORTH
 ET1075'SIDE OF VALLEY FLOOR, CROSS WASH AT THE EAST END OF THIS
 ET1075'HILL, THEN CONTINUE NORTH AS FAR AS POSSIBLE TO A BOTTLE
 ET1075'NECK AND END OF TRUCK TRAVEL.  PACK NORTH TO BASE OF RIDGE,
 ET1075'THEN NORTHEAST TO NORTHWEST UP RIDGE TO LEFT OF CLIFF TO
 ET1075'SADDLE.  TURN LEFT (W) TO TOP OF FIRST PEAK.  TURN RIGHT (N) AND
 ET1075'PACK TOWARD THE NORTHEAST CORNER OF VERTICAL CLIFFS.  PASS
 ET1075'TO THE RIGHT OF THESE CLIFFS KEEPING AS CLOSE AS POSSIBLE.
 ET1075'CONTINUE NORTHWEST TO THE HIGHEST POINT AND STATION AS
 ET1075'DESCRIBED ABOVE.  A 2 HOUR PACK.  THE END OF TRUCK TRAVEL FOR A
 ET1075'TWO WHEEL DRIVE IS AT AZIMUTH AND ABOUT 3-1/2 HOUR PACK FROM
 ET1075'THE STATION.
 ET1075
 ET1075                          STATION RECOVERY (1955)
 ET1075
 ET1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1075'THE STATION WAS NOT VISITED.  A WOODEN STAND IS VISIBLE FROM
 ET1075'THE BASE OF THE MOUNTAIN.  THE ANGLE AT B.M. E 12 BETWEEN
 ET1075'VULCAN AND BUCKSKIN WAS OBSERVED TO IDENTIFY THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0893 ***********************************************************************
 ES0893  DESIGNATION -  BUCKSKIN
 ES0893  PID         -  ES0893
 ES0893  STATE/COUNTY-  AZ/NAVAJO
 ES0893  USGS QUAD   -  HEBER (1990)
 ES0893
 ES0893                         *CURRENT SURVEY CONTROL
 ES0893  ___________________________________________________________________
 ES0893* NAD 83(1992)-  34 25 42.80396(N)    110 34 15.33020(W)     ADJUSTED  
 ES0893* NAVD 88     -      2040.8    (meters)    6696.     (feet)  VERTCON   
 ES0893  ___________________________________________________________________
 ES0893  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ES0893  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0893
 ES0893  HORZ ORDER  -  SECOND
 ES0893
 ES0893.The horizontal coordinates were established by classical geodetic methods
 ES0893.and adjusted by the National Geodetic Survey in August 1993..
 ES0893
 ES0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0893
 ES0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0893
 ES0893.The geoid height was determined by GEOID03.
 ES0893
 ES0893;                    North         East     Units Scale Factor Converg.
 ES0893;SPC AZ E     -   380,261.394   176,204.877   MT  0.99991701   -0 13 42.8
 ES0893;SPC AZ E     - 1,247,576.75    578,099.99   iFT  0.99991701   -0 13 42.8
 ES0893;UTM  12      - 3,809,758.613   539,424.179   MT  0.99961916   +0 14 33.3
 ES0893
 ES0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0893!SPC AZ E     -   0.99968349  x   0.99991701  =   0.99960053
 ES0893!UTM  12      -   0.99968349  x   0.99961916  =   0.99930277
 ES0893
 ES0893|---------------------------------------------------------------------|
 ES0893| PID    Reference Object                     Distance      Geod. Az  |
 ES0893|                                                           dddmmss.s |
 ES0893| DZ1383 BUCKSKIN RM 1                        14.403 METERS 09501     |
 ES0893| ES0918 LINE                                APPROX. 1.2 KM 1045721.6 |
 ES0893| ES0903 GENT RM 3                           APPROX.19.2 KM 2225737.0 |
 ES0893| DZ1382 BUCKSKIN RM 2                        14.330 METERS 29530     |
 ES0893|---------------------------------------------------------------------|
 ES0893
 ES0893                          SUPERSEDED SURVEY CONTROL
 ES0893
 ES0893  NAD 83(1986)-  34 25 42.79744(N)    110 34 15.33435(W) AD(       ) 2
 ES0893  NGVD 29 (08/03/87) 2039.8    (m)         6692.     (f) VERT ANG       
 ES0893
 ES0893.Superseded values are not recommended for survey control.
 ES0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0893.See file dsdata.txt to determine how the superseded data were derived.
 ES0893
 ES0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3942409759(NAD 83)
 ES0893_MARKER: DS = TRIANGULATION STATION DISK
 ES0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0893+STABILITY: SURFACE MOTION
 ES0893
 ES0893  HISTORY     - Date     Condition        Report By
 ES0893  HISTORY     - 1984     MONUMENTED       AZDT
 ES0893  HISTORY     - 20050820 POOR             EVANS
 ES0893
 ES0893                          STATION DESCRIPTION
 ES0893
 ES0893'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0893'THE STATION IS LOCATED 1-1/2 MILES EAST OF HEBER ON TOP OF A HILL.
 ES0893'
 ES0893'THE STATION MARK IS AN AZDT DISK STAMPED---BUCKSKIN 1984---.  THE
 ES0893'STATION IS 14 FEET NORTH OF SHADOW PINE DRIVE UNDER A POLE LINE AND 3
 ES0893'FEET SOUTH OF A WITNESS POST AND SIGN.
 ES0893'
 ES0893'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BUCKSKIN RM 1 1984---.  IT
 ES0893'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0893'
 ES0893'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BUCKSKIN RM 2 1984---.  IT
 ES0893'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0893'
 ES0893'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0893'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0893'JUNCTION WITH STATE ROUTE 277.  TURN LEFT ALONG SR 277 FOR 0.5 MILE TO
 ES0893'N LEFT AND TRAVEL NORTH FOR 0.45
 ES0893'MILE TO SHADOW PINES DRIVE.  TURN LEFT AND TRAVEL WEST FOR 0.15 MILE
 ES0893'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 ES0893
 ES0893                          STATION RECOVERY (2005)
 ES0893
 ES0893'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0893'DISK IS MISSING FROM TOP OF CONCRETE MONUMENT. REFERENCE MARK 1 AND
 ES0893'REFERENCE MARK 2 ARE IN AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1082 ***********************************************************************
 ES1082  DESIGNATION -  BUCKSKIN LOOKOUT TOWER
 ES1082  PID         -  ES1082
 ES1082  STATE/COUNTY-  AZ/NAVAJO
 ES1082  USGS QUAD   -  OUTLAW DRAW (1990)
 ES1082
 ES1082                         *CURRENT SURVEY CONTROL
 ES1082  ___________________________________________________________________
 ES1082* NAD 83(1992)-  34 16 06.93070(N)    110 36 29.41843(W)     ADJUSTED  
 ES1082* NAVD 88     -                                                        
 ES1082  ___________________________________________________________________
 ES1082  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ES1082  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1082
 ES1082  HORZ ORDER  -  THIRD
 ES1082
 ES1082.The horizontal coordinates were established by classical geodetic methods
 ES1082.and adjusted by the National Geodetic Survey in August 1993..
 ES1082
 ES1082
 ES1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1082
 ES1082.The geoid height was determined by GEOID03.
 ES1082
 ES1082;                    North         East     Units Scale Factor Converg.
 ES1082;SPC AZ E     -   362,532.574   172,704.387   MT  0.99992037   -0 14 55.0
 ES1082;SPC AZ E     - 1,189,411.33    566,615.44   iFT  0.99992037   -0 14 55.0
 ES1082;UTM  12      - 3,792,007.011   536,070.305   MT  0.99961604   +0 13 14.3
 ES1082
 ES1082                          SUPERSEDED SURVEY CONTROL
 ES1082
 ES1082  NAD 83(1986)-  34 16 06.92442(N)    110 36 29.42423(W) AD(       ) 4
 ES1082  NAD 27      -  34 16 06.78940(N)    110 36 26.98960(W) AD(       ) 3
 ES1082
 ES1082.Superseded values are not recommended for survey control.
 ES1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1082.See file dsdata.txt to determine how the superseded data were derived.
 ES1082
 ES1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3607092007(NAD 83)
 ES1082_MARKER: 57 = LOOKOUT TOWER
 ES1082
 ES1082  HISTORY     - Date     Condition        Report By
 ES1082  HISTORY     - 1967     FIRST OBSERVED   CGS
 ES1082
 ES1082                          STATION DESCRIPTION
 ES1082
 ES1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ES1082'STATION IS ABOUT 11 MILES SOUTH OF HEBER AND 33 MILES WEST OF
 ES1082'SHOW LOW, ON FORT APACHE INDIAN RESERVATION.
 ES1082'
 ES1082'TO REACH STATION FROM HEBER, GO SOUTHWEST ON STATE HIGHWAY NO. 160
 ES1082'APPROXIMATELY 14 MILES TO THE RIM ROAD INTERSECTION.  THEN GO
 ES1082'EAST ON RIM ROAD 11.1 MILES TO THE ROAD TO BUCKSKIN CANYON AND
 ES1082'LOOKOUT.  TURN RIGHT OFF RIM ROAD AND GO SOUTH 2.4 MILES TO
 ES1082'BUCKSKIN LOOKOUT TOWER AND STATION.
 ES1082'
 ES1082'STATION MARK IS THE CENTER OF BIAS FIRE LOOKOUT TOWER.  TOWER IS A
 ES1082'100 FT. STEEL TOWER WITH A 7 FT X 7 FT CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0157 ***********************************************************************
 DV0157  DESIGNATION -  BUD
 DV0157  PID         -  DV0157
 DV0157  STATE/COUNTY-  AZ/MARICOPA
 DV0157  USGS QUAD   -  NEW RIVER (1981)
 DV0157
 DV0157                         *CURRENT SURVEY CONTROL
 DV0157  ___________________________________________________________________
 DV0157* NAD 83(1992)-  33 56 03.33780(N)    112 08 23.65545(W)     ADJUSTED  
 DV0157* NAVD 88     -       642.40   (+/-2cm)    2107.6    (feet)  VERTCON   
 DV0157  ___________________________________________________________________
 DV0157  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DV0157  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0157
 DV0157  HORZ ORDER  -  SECOND
 DV0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0157
 DV0157.The horizontal coordinates were established by classical geodetic methods
 DV0157.and adjusted by the National Geodetic Survey in August 1993..
 DV0157
 DV0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0157.The vertical order pertains to the NGVD 29 superseded value.
 DV0157
 DV0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0157
 DV0157.The geoid height was determined by GEOID03.
 DV0157
 DV0157;                    North         East     Units Scale Factor Converg.
 DV0157;SPC AZ C     -   325,385.080   192,722.410   MT  0.99990525   -0 07 28.6
 DV0157;SPC AZ C     - 1,067,536.35    632,291.37   iFT  0.99990525   -0 07 28.6
 DV0157;UTM  12      - 3,755,452.027   394,648.647   MT  0.99973682   -0 38 11.0
 DV0157
 DV0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0157!SPC AZ C     -   0.99990367  x   0.99990525  =   0.99980892
 DV0157!UTM  12      -   0.99990367  x   0.99973682  =   0.99964051
 DV0157
 DV0157:                Primary Azimuth Mark                     Grid Az
 DV0157:SPC AZ C     -  CARL                                     008 37 57.1
 DV0157:UTM  12      -  CARL                                     009 08 39.5
 DV0157
 DV0157|---------------------------------------------------------------------|
 DV0157| PID    Reference Object                     Distance      Geod. Az  |
 DV0157|                                                           dddmmss.s |
 DV0157| DV1999 CARL                                APPROX. 4.1 KM 0083028.5 |
 DV0157| DV0156 BUD RM 2                              5.932 METERS 16909     |
 DV0157| DV0158 BUD RM 1                              4.376 METERS 34905     |
 DV0157|---------------------------------------------------------------------|
 DV0157
 DV0157                          SUPERSEDED SURVEY CONTROL
 DV0157
 DV0157  NAD 83(1986)-  33 56 03.33261(N)    112 08 23.65894(W) AD(       ) 2
 DV0157  NAD 27      -  33 56 03.20980(N)    112 08 21.08830(W) AD(       ) 2
 DV0157  NGVD 29 (??/??/92)  641.779  (m)         2105.57   (f) ADJ UNCH    2 0
 DV0157
 DV0157.Superseded values are not recommended for survey control.
 DV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0157.See file dsdata.txt to determine how the superseded data were derived.
 DV0157
 DV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9464955452(NAD 83)
 DV0157_MARKER: DS = TRIANGULATION STATION DISK
 DV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0157_STAMPING: BUD 1958
 DV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0157+STABILITY: SURFACE MOTION
 DV0157
 DV0157  HISTORY     - Date     Condition        Report By
 DV0157  HISTORY     - 1959     MONUMENTED       CGS
 DV0157  HISTORY     - 1959     GOOD             NGS
 DV0157  HISTORY     - 1967     GOOD             AMS
 DV0157
 DV0157                          STATION DESCRIPTION
 DV0157
 DV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV0157'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF THE TOWN OF
 DV0157'BLACK CANYON, 2.5 MILES NORTH OF NEW RIVER AND 0.5 MILE
 DV0157'SOUTH OF HIGHWAY MILE POST 234 ON THE EAST RIGHT-OF-WAY OF
 DV0157'STATE HIGHWAY 69.
 DV0157'
 DV0157'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV0157'GO SOUTH ON STATE HIGHWAY 69 FOR 9.8 MILES TO THE STATION ON
 DV0157'THE LEFT.
 DV0157'
 DV0157'THE STATION MARK, STAMPED BUD 1958, IS A STANDARD DISK SET IN
 DV0157'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DV0157'4 INCHES.  IT IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 69
 DV0157'AND 8.8 FEET SOUTH OF A WHITNESS POST.
 DV0157'
 DV0157'REFERENCE MARK NO. 1, STAMPED BUD NO 1 1958, IS A STANDARD
 DV0157'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DV0157'THAT PROJECTS 4 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF
 DV0157'STATE HIGHWAY 69 AND 7.3 FEET NORTHWEST OF A WITNESS POST.
 DV0157'
 DV0157'REFERENCE MARK NO. 2, STAMPED BUD NO 2 1958, IS A STANDARD
 DV0157'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DV0157'PROJECTS 3 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF STATE
 DV0157'HIGHWAY 69 AND 27.7 FEET SOUTH OF A WITNESS POST.
 DV0157'
 DV0157'STATION NEW RIVER CAN BE USED FOR AN AZIMUTH MARK.  (SEE
 DV0157'DESCRIPTION THEREOF).
 DV0157
 DV0157                          STATION RECOVERY (1959)
 DV0157
 DV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0157'9.8 MI S FROM BLACK CANYON.
 DV0157'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0157'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF HIGHWAY
 DV0157'MILEPOST NUMBER 234, 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 8.8
 DV0157'FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 DV0157'CONCRETE POST THAT PROJECTS 4 INCHES.
 DV0157
 DV0157                          STATION RECOVERY (1967)
 DV0157
 DV0157'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV0157'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 AND TRIANGULATION
 DV0157'STATION CARL (AZ. MK.) RECOVERED AS DESCRIBED AND IN GOOD
 DV0157'CONDITION.
 DV0157'
 DV0157'R.M. NO. 1, PUB. DIST = 14.36 FT, CHECK DIST. = 14.4 FT.
 DV0157'
 DV0157'R.M. NO. 2, PUB. DIST. = 19.46 FT, CHECK DIST. = 19.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0158 ***********************************************************************
 DV0158  DESIGNATION -  BUD RM 1
 DV0158  PID         -  DV0158
 DV0158  STATE/COUNTY-  AZ/MARICOPA
 DV0158  USGS QUAD   -  NEW RIVER (1981)
 DV0158
 DV0158                         *CURRENT SURVEY CONTROL
 DV0158  ___________________________________________________________________
 DV0158* NAD 83(1986)-  33 56 03.     (N)    112 08 24.     (W)     SCALED    
 DV0158* NAVD 88     -       642.50   (+/-2cm)    2107.9    (feet)  VERTCON   
 DV0158  ___________________________________________________________________
 DV0158  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0158
 DV0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0158
 DV0158.The horizontal coordinates were scaled from a topographic map and have
 DV0158.an estimated accuracy of +/- 6 seconds.
 DV0158
 DV0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0158.The vertical order pertains to the NGVD 29 superseded value.
 DV0158
 DV0158.The geoid height was determined by GEOID03.
 DV0158
 DV0158;                    North         East    Units  Estimated Accuracy
 DV0158;SPC AZ C     -   325,380.      192,710.      MT  (+/- 180 meters Scaled)
 DV0158
 DV0158                          SUPERSEDED SURVEY CONTROL
 DV0158
 DV0158  NGVD 29 (??/??/92)  641.873  (m)         2105.88   (f) ADJ UNCH    2 0
 DV0158
 DV0158.Superseded values are not recommended for survey control.
 DV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0158.See file dsdata.txt to determine how the superseded data were derived.
 DV0158
 DV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946554(NAD 83)
 DV0158_MARKER: DR = REFERENCE MARK DISK
 DV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0158_STAMPING: BUD NO 1 1958
 DV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0158+STABILITY: SURFACE MOTION
 DV0158
 DV0158  HISTORY     - Date     Condition        Report By
 DV0158  HISTORY     - 1958     MONUMENTED       CGS
 DV0158  HISTORY     - 1959     GOOD             NGS
 DV0158
 DV0158                          STATION DESCRIPTION
 DV0158
 DV0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0158'9.8 MI S FROM BLACK CANYON.
 DV0158'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0158'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF MILEPOST
 DV0158'NUMBER 234, 36 FEET EAST OF THE CENTER OF THE HIGHWAY, 7.3 FEET
 DV0158'NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 DV0158'CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0156 ***********************************************************************
 DV0156  DESIGNATION -  BUD RM 2
 DV0156  PID         -  DV0156
 DV0156  STATE/COUNTY-  AZ/MARICOPA
 DV0156  USGS QUAD   -  NEW RIVER (1981)
 DV0156
 DV0156                         *CURRENT SURVEY CONTROL
 DV0156  ___________________________________________________________________
 DV0156* NAD 83(1986)-  33 56 03.     (N)    112 08 24.     (W)     SCALED    
 DV0156* NAVD 88     -       642.16   (+/-2cm)    2106.8    (feet)  VERTCON   
 DV0156  ___________________________________________________________________
 DV0156  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0156
 DV0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0156
 DV0156.The horizontal coordinates were scaled from a topographic map and have
 DV0156.an estimated accuracy of +/- 6 seconds.
 DV0156
 DV0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0156.The vertical order pertains to the NGVD 29 superseded value.
 DV0156
 DV0156.The geoid height was determined by GEOID03.
 DV0156
 DV0156;                    North         East    Units  Estimated Accuracy
 DV0156;SPC AZ C     -   325,380.      192,710.      MT  (+/- 180 meters Scaled)
 DV0156
 DV0156                          SUPERSEDED SURVEY CONTROL
 DV0156
 DV0156  NGVD 29 (??/??/92)  641.539  (m)         2104.78   (f) ADJ UNCH    2 0
 DV0156
 DV0156.Superseded values are not recommended for survey control.
 DV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0156.See file dsdata.txt to determine how the superseded data were derived.
 DV0156
 DV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946554(NAD 83)
 DV0156_MARKER: DR = REFERENCE MARK DISK
 DV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0156_STAMPING: BUD NO 2 1958
 DV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0156+STABILITY: SURFACE MOTION
 DV0156
 DV0156  HISTORY     - Date     Condition        Report By
 DV0156  HISTORY     - 1958     MONUMENTED       CGS
 DV0156  HISTORY     - 1959     GOOD             NGS
 DV0156
 DV0156                          STATION DESCRIPTION
 DV0156
 DV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0156'9.8 MI S FROM BLACK CANYON.
 DV0156'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0156'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF MILEPOST
 DV0156'NUMBER 234, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 27.7 FEET SOUTH
 DV0156'OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DV0156'THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0324 ***********************************************************************
 CF0324  DESIGNATION -  BUENA VISTA LOOKOUT HOUSE
 CF0324  PID         -  CF0324
 CF0324  STATE/COUNTY-  AZ/COCHISE
 CF0324  USGS QUAD   -  RUSTLER PARK (1978)
 CF0324
 CF0324                         *CURRENT SURVEY CONTROL
 CF0324  ___________________________________________________________________
 CF0324* NAD 83(1992)-  31 54 59.37315(N)    109 16 25.43982(W)     ADJUSTED  
 CF0324* NAVD 88     -      2689.0    (meters)    8822.     (feet)  VERTCON   
 CF0324  ___________________________________________________________________
 CF0324  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CF0324  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CF0324
 CF0324  HORZ ORDER  -  THIRD
 CF0324
 CF0324.The horizontal coordinates were established by classical geodetic methods
 CF0324.and adjusted by the National Geodetic Survey in August 1993..
 CF0324
 CF0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0324
 CF0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0324
 CF0324.The geoid height was determined by GEOID03.
 CF0324
 CF0324;                    North         East     Units Scale Factor Converg.
 CF0324;SPC AZ E     -   101,956.039   297,805.539   MT  0.99998792   +0 28 19.6
 CF0324;SPC AZ E     -   334,501.44    977,052.29   iFT  0.99998792   +0 28 19.6
 CF0324;UTM  12      - 3,532,479.716   663,213.702   MT  0.99992854   +0 54 46.3
 CF0324
 CF0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0324!SPC AZ E     -   0.99958201  x   0.99998792  =   0.99956994
 CF0324!UTM  12      -   0.99958201  x   0.99992854  =   0.99951058
 CF0324
 CF0324:                Primary Azimuth Mark                     Grid Az
 CF0324:SPC AZ E     -  SILVER PK LOH                            099 06 13.2
 CF0324:UTM  12      -  SILVER PK LOH                            098 39 46.5
 CF0324
 CF0324|---------------------------------------------------------------------|
 CF0324| PID    Reference Object                     Distance      Geod. Az  |
 CF0324|                                                           dddmmss.s |
 CF0324| CF0422 SILVER PK LOH                       APPROX. 7.2 KM 0993432.8 |
 CF0324| CS7398 BUENA VISTA LOH VABM 8826             5.610 METERS 20132     |
 CF0324| CS7397 BUENA VISTA LOOKOUT HOUSE RM 2        9.080 METERS 21724     |
 CF0324|---------------------------------------------------------------------|
 CF0324
 CF0324                          SUPERSEDED SURVEY CONTROL
 CF0324
 CF0324  NAD 83(1986)-  31 54 59.35520(N)    109 16 25.43082(W) AD(       ) 4
 CF0324  NAD 27      -  31 54 59.02300(N)    109 16 23.20900(W) AD(       ) 3
 CF0324  NGVD 29 (02/25/92) 2688.0    (m)         8819.     (f) VERT ANG       
 CF0324
 CF0324.Superseded values are not recommended for survey control.
 CF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0324.See file dsdata.txt to determine how the superseded data were derived.
 CF0324
 CF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6321432480(NAD 83)
 CF0324_MARKER: 57 = LOOKOUT TOWER
 CF0324
 CF0324  HISTORY     - Date     Condition        Report By
 CF0324  HISTORY     - 1935     FIRST OBSERVED   CGS
 CF0324
 CF0324                          STATION DESCRIPTION
 CF0324
 CF0324'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1824 ***********************************************************************
 DV1824  DESIGNATION -  BUFFALO
 DV1824  PID         -  DV1824
 DV1824  STATE/COUNTY-  AZ/MARICOPA
 DV1824  USGS QUAD   -  UNION HILLS (1981)
 DV1824
 DV1824                         *CURRENT SURVEY CONTROL
 DV1824  ___________________________________________________________________
 DV1824* NAD 83(1992)-  33 40 13.11526(N)    112 02 44.41792(W)     ADJUSTED  
 DV1824* NAVD 88     -       497.037  (meters)    1630.70   (feet)  ADJUSTED  
 DV1824  ___________________________________________________________________
 DV1824  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1824  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1824  DYNAMIC HT  -         496.459 (meters)    1628.80  (feet)  COMP
 DV1824  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DV1824
 DV1824  HORZ ORDER  -  SECOND
 DV1824  VERT ORDER  -  SECOND    CLASS I
 DV1824
 DV1824.The horizontal coordinates were established by classical geodetic methods
 DV1824.and adjusted by the National Geodetic Survey in August 1993..
 DV1824
 DV1824.The orthometric height was determined by differential leveling
 DV1824.and adjusted by the National Geodetic Survey in November 1993..
 DV1824
 DV1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1824
 DV1824.The geoid height was determined by GEOID03.
 DV1824
 DV1824.The dynamic height is computed by dividing the NAVD 88
 DV1824.geopotential number by the normal gravity value computed on the
 DV1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1824.degrees latitude (g = 980.6199 gals.).
 DV1824
 DV1824.The modeled gravity was interpolated from observed gravity values.
 DV1824
 DV1824;                    North         East     Units Scale Factor Converg.
 DV1824;SPC AZ C     -   296,095.929   201,397.249   MT  0.99990176   -0 04 17.5
 DV1824;SPC AZ C     -   971,443.34    660,752.13   iFT  0.99990176   -0 04 17.5
 DV1824;UTM  12      - 3,726,092.022   403,060.937   MT  0.99971585   -0 34 47.2
 DV1824
 DV1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1824!SPC AZ C     -   0.99992659  x   0.99990176  =   0.99982836
 DV1824!UTM  12      -   0.99992659  x   0.99971585  =   0.99964246
 DV1824
 DV1824|---------------------------------------------------------------------|
 DV1824| PID    Reference Object                     Distance      Geod. Az  |
 DV1824|                                                           dddmmss.s |
 DV1824| DV1825 BUFFALO RM 1                         11.043 METERS 00755     |
 DV1824| DV1826 BUFFALO RM 2                          7.427 METERS 16434     |
 DV1824| DV0116 HEDGPETH                            APPROX. 9.3 KM 2664711.5 |
 DV1824|---------------------------------------------------------------------|
 DV1824
 DV1824                          SUPERSEDED SURVEY CONTROL
 DV1824
 DV1824  NAD 83(1986)-  33 40 13.11008(N)    112 02 44.42417(W) AD(       ) 2
 DV1824  NGVD 29 (11/30/89)  496.48   (m)         1628.9    (f) LEVELING    3  
 DV1824
 DV1824.Superseded values are not recommended for survey control.
 DV1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1824.See file dsdata.txt to determine how the superseded data were derived.
 DV1824
 DV1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306126092(NAD 83)
 DV1824_MARKER: DS = TRIANGULATION STATION DISK
 DV1824_SETTING: 66 = SET IN ROCK OUTCROP
 DV1824_SP_SET: BEDROCK
 DV1824_STAMPING: BUFFALO 1983
 DV1824_MARK LOGO: AZDT  
 DV1824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1824+STABILITY: POSITION/ELEVATION WELL
 DV1824
 DV1824  HISTORY     - Date     Condition        Report By
 DV1824  HISTORY     - 1983     MONUMENTED       AZDT
 DV1824  HISTORY     - 1984     GOOD             AZDT
 DV1824  HISTORY     - 19910506 GOOD             USPSQD
 DV1824
 DV1824                          STATION DESCRIPTION
 DV1824
 DV1824'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV1824'THE STATION IS LOCATED ON TOP OF A LOW ROCKY HILL AT THE NORTH END OF
 DV1824'BUFFALO RIDGE.  IT IS ABOUT 15-1/2 MILES NORTHEAST OF PHOENIX AND 300
 DV1824'FEET NORTH OF BEARDSLY ROAD.
 DV1824'
 DV1824'THE STATION MARK IS AN AZDT DISK STAMPED---BUFFALO 1983---.  IT IS SET
 DV1824'IN A DRILL HOLE IN BEDROCK.
 DV1824'
 DV1824'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BUFFALO RM 1 1983---.  IT
 DV1824'IS SET IN A DRILL HOLE IN A BOULDER.
 DV1824'
 DV1824'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BUFFALO RM 2 1983---.  IT
 DV1824'IS SET IN A DRILL HOLE IN A BOULDER.
 DV1824'
 DV1824'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV1824'AND BEARDSLY ROAD IN NORTHERN PHOENIX, TRAVEL EAST ALONG BEARDSLY ROAD
 DV1824'FOR 3.8 MILES TO A SADDLE AND THE STATION ON THE LEFT.
 DV1824
 DV1824                          STATION RECOVERY (1984)
 DV1824
 DV1824'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1824'IN PHOENIX.
 DV1824'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1824'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO A SADDLE ON
 DV1824'BUFFALO RIDGE AND THE STATION ON THE LEFT, 91.44 METERS (300.0 FT)
 DV1824'NORTH UP A STEEP ROCKY RIDGE FROM BEARDSLY ROAD TO THE TOP AND THE
 DV1824'STATION, AND AN AZDT ALUMINUM CAP SET IN A DRILL HOLE IN BEDROCK.
 DV1824
 DV1824                          STATION RECOVERY (1991)
 DV1824
 DV1824'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1828 ***********************************************************************
 DV1828  DESIGNATION -  BUFFALO AZ MK
 DV1828  PID         -  DV1828
 DV1828  STATE/COUNTY-  AZ/MARICOPA
 DV1828  USGS QUAD   -  UNION HILLS (1981)
 DV1828
 DV1828                         *CURRENT SURVEY CONTROL
 DV1828  ___________________________________________________________________
 DV1828* NAD 83(1992)-  33 40 26.58774(N)    112 01 52.25978(W)     ADJUSTED  
 DV1828* NAVD 88     -       461.715  (meters)    1514.81   (feet)  ADJUSTED  
 DV1828  ___________________________________________________________________
 DV1828  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV1828  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV1828  DYNAMIC HT  -         461.175 (meters)    1513.04  (feet)  COMP
 DV1828  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 DV1828
 DV1828  HORZ ORDER  -  SECOND
 DV1828  VERT ORDER  -  SECOND    CLASS I
 DV1828
 DV1828.The horizontal coordinates were established by classical geodetic methods
 DV1828.and adjusted by the National Geodetic Survey in August 1993..
 DV1828.No horizontal observational check was made to the station.
 DV1828
 DV1828.The orthometric height was determined by differential leveling
 DV1828.and adjusted by the National Geodetic Survey in November 1993..
 DV1828
 DV1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1828
 DV1828.The geoid height was determined by GEOID03.
 DV1828
 DV1828.The dynamic height is computed by dividing the NAVD 88
 DV1828.geopotential number by the normal gravity value computed on the
 DV1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1828.degrees latitude (g = 980.6199 gals.).
 DV1828
 DV1828.The modeled gravity was interpolated from observed gravity values.
 DV1828
 DV1828;                    North         East     Units Scale Factor Converg.
 DV1828;SPC AZ C     -   296,509.394   202,741.230   MT  0.99990139   -0 03 48.6
 DV1828;SPC AZ C     -   972,799.85    665,161.52   iFT  0.99990139   -0 03 48.6
 DV1828;UTM  12      - 3,726,493.472   404,408.281   MT  0.99971265   -0 34 18.5
 DV1828
 DV1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1828!SPC AZ C     -   0.99993213  x   0.99990139  =   0.99983353
 DV1828!UTM  12      -   0.99993213  x   0.99971265  =   0.99964480
 DV1828
 DV1828                          SUPERSEDED SURVEY CONTROL
 DV1828
 DV1828  NAD 83(1986)-  33 40 26.58252(N)    112 01 52.26594(W) AD(       ) 2
 DV1828  NGVD 29 (11/30/89)  461.2    (m)         1513.     (f) LEVELING    3  
 DV1828
 DV1828.Superseded values are not recommended for survey control.
 DV1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1828.See file dsdata.txt to determine how the superseded data were derived.
 DV1828
 DV1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0440826493(NAD 83)
 DV1828_MARKER: DZ = AZIMUTH MARK DISK
 DV1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1828_SP_SET: CONCRETE POST
 DV1828_STAMPING: BUFFALO AZ.
 DV1828_MARK LOGO: AZDT  
 DV1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1828+STABILITY: SURFACE MOTION
 DV1828
 DV1828  HISTORY     - Date     Condition        Report By
 DV1828  HISTORY     - 1983     MONUMENTED       AZDT
 DV1828  HISTORY     - 1984     GOOD             AZDT
 DV1828  HISTORY     - 19961023 GOOD             USPSQD
 DV1828  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 DV1828
 DV1828                          STATION DESCRIPTION
 DV1828
 DV1828'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1828'IN PHOENIX.
 DV1828'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1828'TRAVEL EAST ALONG BEARDSLY ROAD FOR 7.567 KM (4.7 MI) TO CAVE CREEK
 DV1828'ROAD, THENCE NORTH FOR 0.483 KM (0.30 MI) TO THE MARK ON THE LEFT,
 DV1828'17.53 METERS (57.5 FT) WEST OF CAVECREEK ROAD CENTERLINE, AND AN AZDT
 DV1828'ALUMINUM CAP IN A CONCRETE POST.
 DV1828
 DV1828                          STATION RECOVERY (1996)
 DV1828
 DV1828'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1828'RECOVERED IN GOOD CONDITION.
 DV1828
 DV1828                          STATION RECOVERY (2006)
 DV1828
 DV1828'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1828'NO EVIDECE OF THE MARK WAS FOUND. SOME MAJOR CONSTRUCTION HAS BEEN
 DV1828'GOING ON HERE, INCLUDING THE INSTALLATION OF A NEW POWER TRANSMISSION
 DV1828'POLE CLOSE BY THE GPS ZERO POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1825 ***********************************************************************
 DV1825  DESIGNATION -  BUFFALO RM 1
 DV1825  PID         -  DV1825
 DV1825  STATE/COUNTY-  AZ/MARICOPA
 DV1825  USGS QUAD   -  UNION HILLS (1981)
 DV1825
 DV1825                         *CURRENT SURVEY CONTROL
 DV1825  ___________________________________________________________________
 DV1825* NAD 83(1992)-  33 40 13.47027(N)    112 02 44.35883(W)     ADJUSTED  
 DV1825* NAVD 88     -       497.495  (meters)    1632.20   (feet)  ADJUSTED  
 DV1825  ___________________________________________________________________
 DV1825  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1825  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1825  DYNAMIC HT  -         496.916 (meters)    1630.30  (feet)  COMP
 DV1825  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DV1825
 DV1825  HORZ ORDER  -  SECOND
 DV1825  VERT ORDER  -  SECOND    CLASS I
 DV1825
 DV1825.The horizontal coordinates were established by classical geodetic methods
 DV1825.and adjusted by the National Geodetic Survey in August 1993..
 DV1825.No horizontal observational check was made to the station.
 DV1825
 DV1825.The orthometric height was determined by differential leveling
 DV1825.and adjusted by the National Geodetic Survey in November 1993..
 DV1825
 DV1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1825
 DV1825.The geoid height was determined by GEOID03.
 DV1825
 DV1825.The dynamic height is computed by dividing the NAVD 88
 DV1825.geopotential number by the normal gravity value computed on the
 DV1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1825.degrees latitude (g = 980.6199 gals.).
 DV1825
 DV1825.The modeled gravity was interpolated from observed gravity values.
 DV1825
 DV1825;                    North         East     Units Scale Factor Converg.
 DV1825;SPC AZ C     -   296,106.864   201,398.785   MT  0.99990176   -0 04 17.4
 DV1825;SPC AZ C     -   971,479.21    660,757.17   iFT  0.99990176   -0 04 17.4
 DV1825;UTM  12      - 3,726,102.940   403,062.570   MT  0.99971584   -0 34 47.2
 DV1825
 DV1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1825!SPC AZ C     -   0.99992652  x   0.99990176  =   0.99982829
 DV1825!UTM  12      -   0.99992652  x   0.99971584  =   0.99964238
 DV1825
 DV1825                          SUPERSEDED SURVEY CONTROL
 DV1825
 DV1825  NAD 83(1986)-  33 40 13.46508(N)    112 02 44.36508(W) AD(       ) 2
 DV1825  NGVD 29 (11/30/89)  496.9    (m)         1630.     (f) LEVELING    3  
 DV1825
 DV1825.Superseded values are not recommended for survey control.
 DV1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1825.See file dsdata.txt to determine how the superseded data were derived.
 DV1825
 DV1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306326103(NAD 83)
 DV1825_MARKER: DR = REFERENCE MARK DISK
 DV1825_SETTING: 80 = SET IN A BOULDER
 DV1825_SP_SET: BOULDER
 DV1825_STAMPING: BUFFALO RM 1 1983
 DV1825_MARK LOGO: AZDT  
 DV1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1825+STABILITY: SURFACE MOTION
 DV1825
 DV1825  HISTORY     - Date     Condition        Report By
 DV1825  HISTORY     - 1983     MONUMENTED       AZDT
 DV1825  HISTORY     - 1984     GOOD             AZDT
 DV1825  HISTORY     - 19910506 GOOD             USPSQD
 DV1825
 DV1825                          STATION DESCRIPTION
 DV1825
 DV1825'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1825'IN PHOENIX.
 DV1825'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1825'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO STATION
 DV1825'BUFFALO AZDT ON THE LEFT AND THE MARK, 11.04 METERS (36.24 FT)
 DV1825'NORTHEAST OF STATION BUFFALO AZDT, AND AN AZDT ALUMINUM CAP IN A DRILL
 DV1825'HOLE ON A BOULDER.
 DV1825
 DV1825                          STATION RECOVERY (1991)
 DV1825
 DV1825'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1826 ***********************************************************************
 DV1826  DESIGNATION -  BUFFALO RM 2
 DV1826  PID         -  DV1826
 DV1826  STATE/COUNTY-  AZ/MARICOPA
 DV1826  USGS QUAD   -  UNION HILLS (1981)
 DV1826
 DV1826                         *CURRENT SURVEY CONTROL
 DV1826  ___________________________________________________________________
 DV1826* NAD 83(1992)-  33 40 12.88291(N)    112 02 44.34116(W)     ADJUSTED  
 DV1826* NAVD 88     -       496.578  (meters)    1629.19   (feet)  ADJUSTED  
 DV1826  ___________________________________________________________________
 DV1826  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1826  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1826  DYNAMIC HT  -         496.001 (meters)    1627.30  (feet)  COMP
 DV1826  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1826
 DV1826  HORZ ORDER  -  SECOND
 DV1826  VERT ORDER  -  SECOND    CLASS I
 DV1826
 DV1826.The horizontal coordinates were established by classical geodetic methods
 DV1826.and adjusted by the National Geodetic Survey in August 1993..
 DV1826.No horizontal observational check was made to the station.
 DV1826
 DV1826.The orthometric height was determined by differential leveling
 DV1826.and adjusted by the National Geodetic Survey in November 1993..
 DV1826
 DV1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1826
 DV1826.The geoid height was determined by GEOID03.
 DV1826
 DV1826.The dynamic height is computed by dividing the NAVD 88
 DV1826.geopotential number by the normal gravity value computed on the
 DV1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1826.degrees latitude (g = 980.6199 gals.).
 DV1826
 DV1826.The modeled gravity was interpolated from observed gravity values.
 DV1826
 DV1826;                    North         East     Units Scale Factor Converg.
 DV1826;SPC AZ C     -   296,088.769   201,399.218   MT  0.99990176   -0 04 17.4
 DV1826;SPC AZ C     -   971,419.85    660,758.59   iFT  0.99990176   -0 04 17.4
 DV1826;UTM  12      - 3,726,084.845   403,062.842   MT  0.99971584   -0 34 47.2
 DV1826
 DV1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1826!SPC AZ C     -   0.99992667  x   0.99990176  =   0.99982843
 DV1826!UTM  12      -   0.99992667  x   0.99971584  =   0.99964253
 DV1826
 DV1826                          SUPERSEDED SURVEY CONTROL
 DV1826
 DV1826  NAD 83(1986)-  33 40 12.87774(N)    112 02 44.34741(W) AD(       ) 2
 DV1826  NGVD 29 (11/30/89)  496.0    (m)         1627.     (f) LEVELING    3  
 DV1826
 DV1826.Superseded values are not recommended for survey control.
 DV1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1826.See file dsdata.txt to determine how the superseded data were derived.
 DV1826
 DV1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306326085(NAD 83)
 DV1826_MARKER: DR = REFERENCE MARK DISK
 DV1826_SETTING: 80 = SET IN A BOULDER
 DV1826_SP_SET: BOULDER
 DV1826_STAMPING: BUFFALO RM 2 1983
 DV1826_MARK LOGO: AZDT  
 DV1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1826+STABILITY: SURFACE MOTION
 DV1826
 DV1826  HISTORY     - Date     Condition        Report By
 DV1826  HISTORY     - 1983     MONUMENTED       AZDT
 DV1826  HISTORY     - 1984     GOOD             AZDT
 DV1826  HISTORY     - 19910506 GOOD             USPSQD
 DV1826
 DV1826                          STATION DESCRIPTION
 DV1826
 DV1826'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1826'IN PHOENIX.
 DV1826'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1826'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO STATION
 DV1826'BUFFALO AZDT ON THE LEFT AND THE MARK, 7.427 METERS (24.36 FT) SOUTH
 DV1826'OF THE STATION, AND AN AZDT ALUMINUM CAP IN A DRILL HOLE ON A BOULDER.
 DV1826
 DV1826                          STATION RECOVERY (1991)
 DV1826
 DV1826'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1754 ***********************************************************************
 CZ1754  DESIGNATION -  BUFORD
 CZ1754  PID         -  CZ1754
 CZ1754  STATE/COUNTY-  AZ/GRAHAM
 CZ1754  USGS QUAD   -  BUFORD HILL (1972)
 CZ1754
 CZ1754                         *CURRENT SURVEY CONTROL
 CZ1754  ___________________________________________________________________
 CZ1754* NAD 83(1992)-  32 50 10.11664(N)    110 14 28.11989(W)     ADJUSTED  
 CZ1754* NAVD 88     -      1969.6    (meters)    6462.     (feet)  VERTCON   
 CZ1754  ___________________________________________________________________
 CZ1754  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 CZ1754  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CZ1754
 CZ1754  HORZ ORDER  -  FIRST
 CZ1754
 CZ1754.The horizontal coordinates were established by classical geodetic methods
 CZ1754.and adjusted by the National Geodetic Survey in August 1993..
 CZ1754
 CZ1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1754
 CZ1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1754
 CZ1754.The geoid height was determined by GEOID03.
 CZ1754
 CZ1754;                    North         East     Units Scale Factor Converg.
 CZ1754;SPC AZ E     -   203,583.640   206,387.675   MT  0.99990060   -0 02 25.4
 CZ1754;SPC AZ E     -   667,925.33    677,124.92   iFT  0.99990060   -0 02 25.4
 CZ1754;UTM  12      - 3,633,377.070   571,020.733   MT  0.99966219   +0 24 41.4
 CZ1754
 CZ1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1754!SPC AZ E     -   0.99969509  x   0.99990060  =   0.99959572
 CZ1754!UTM  12      -   0.99969509  x   0.99966219  =   0.99935738
 CZ1754
 CZ1754|---------------------------------------------------------------------|
 CZ1754| PID    Reference Object                     Distance      Geod. Az  |
 CZ1754|                                                           dddmmss.s |
 CZ1754| CC7059 BUFORD RM 1                           4.361 METERS 04927     |
 CZ1754| CC7058 BUFORD AZ MK                                       1045658.4 |
 CZ1754| CC7060 BUFORD RM 2                           8.077 METERS 33507     |
 CZ1754|---------------------------------------------------------------------|
 CZ1754
 CZ1754                          SUPERSEDED SURVEY CONTROL
 CZ1754
 CZ1754  NAD 83(1986)-  32 50 10.11315(N)    110 14 28.11841(W) AD(       ) 1
 CZ1754  NAD 27      -  32 50 09.87700(N)    110 14 25.81200(W) AD(       ) 1
 CZ1754  NGVD 29 (07/19/86) 1968.8    (m)         6459.     (f) VERT ANG       
 CZ1754
 CZ1754.Superseded values are not recommended for survey control.
 CZ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1754.See file dsdata.txt to determine how the superseded data were derived.
 CZ1754
 CZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7102133377(NAD 83)
 CZ1754_MARKER: DS = TRIANGULATION STATION DISK
 CZ1754_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1754_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1754
 CZ1754  HISTORY     - Date     Condition        Report By
 CZ1754  HISTORY     - 1946     MONUMENTED       CGS
 CZ1754  HISTORY     - 1968     GOOD             AMS
 CZ1754
 CZ1754                          STATION DESCRIPTION
 CZ1754
 CZ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1754'THE STATION IS 6 MILES, AIRLINE, E OF KLONDYKE AND 24 MILES
 CZ1754'W OF PIMA.  THE PEAK IS ABOUT 5 MILES S OF THE CREST OF THE
 CZ1754'SANTA TERESA MOUNTAINS AND ABOUT 1,000 FEET LOWER.  THE STATION
 CZ1754'AND PEAK ARE PROMINENT AS SEEN FROM THE E AND W.  FROM THE S
 CZ1754'IT IS ALMOST INVISIBLE AGAINST THE HIGHER RANGE BEHIND.
 CZ1754'
 CZ1754'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW TOWARD KLONDYKE
 CZ1754'FOR 13.8 MILES TO A CATTLE GUARD.  CONTINUE FOR 0.1 MILE TO
 CZ1754'A SIDE ROAD LEFT AND A SIGN READING EUREKA RANCH.  CONTINUE
 CZ1754'STRAIGHT AHEAD FOR 9.3 MILES TO A T-INTERSECTION AND A SIGN
 CZ1754'READING PIMA 32.  HERE TURN RIGHT FOLLOWING THE SIGN AND GO
 CZ1754'5.6 MILES TO A LARGE SIGN ON THE LEFT READING BIRD REFUGE.  HERE
 CZ1754'TURN LEFT ON A TRACK ROAD AND GO 2.2 MILES TO A WIRE GATE.
 CZ1754'CONTINUE 0.2 MILE TO A FORK AND A SIGN READING GOAT CAMP ROAD.
 CZ1754'HERE TAKE THE LEFT FORK FOLLOWING THE SIGN AND GO 0.7 MILE TO
 CZ1754'THE AZIMUTH MARK WITNESS POST ON THE LEFT.  CONTINUE DOWN
 CZ1754'INTO A SMALL WASH FOR 0.1 MILE TO A JUNCTION OF THIS AND A
 CZ1754'LARGE WASH.  GO DOWNSTREAM FOR 0.2 MILE TO A JUNCTION WITH
 CZ1754'A SECOND WASH AND A HERDERS CAMP UPSTREAM TO THE RIGHT.
 CZ1754'CONTINUE DOWNSTREAM FOR 1.2 MILES TO A POINT JUST ABOVE A SHACK
 CZ1754'AND A WATER TANK.  HERE TURN RIGHT OR N UP ONTO THE RIDGE.
 CZ1754'GO NE AND THEN NW TOWARD THE HIGHEST POINT WHICH IS THE STATION
 CZ1754'FOR 1.1 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1754'ABOUT 3/4 MILE UP THE STEEP SLOPE TO THE HIGHEST POINT AND
 CZ1754'THE STATION.
 CZ1754'
 CZ1754'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BUFORD 1946,
 CZ1754'AND SET IN BEDROCK PROJECTING 14 INCHES.  IT IS 14 FEET SW OF
 CZ1754'THE HIGHEST POINT WHICH IS REFERENCE MARK 1.
 CZ1754'
 CZ1754'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BUFORD NO
 CZ1754'1 1946, AND SET IN BEDROCK PROJECTING 10 INCHES.  IT IS ABOUT
 CZ1754'14 INCHES ABOVE THE STATION AND THE MARK IS NE OF THE STATION.
 CZ1754'
 CZ1754'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED
 CZ1754'BUFORD NO 2 1946, AND SET IN A BOULDER PROJECTING 16 INCHES.
 CZ1754'IT IS ABOUT 5 INCHES LOWER THAN THE STATION AND THE MARK IS NNW
 CZ1754'OF THE STATION.
 CZ1754'
 CZ1754'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BUFORD
 CZ1754'1946, AND SET IN A BOULDER PROJECTING 2 FEET.  IT IS 26.4 FEET
 CZ1754'SW OF THE WITNESS POST AND 35 FEET S OF THE CENTER OF THE ROAD
 CZ1754'TO STATION.  THE MARK IS ESE OF THE STATION.
 CZ1754'
 CZ1754'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1754
 CZ1754                          STATION RECOVERY (1968)
 CZ1754
 CZ1754'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1754'STATION IS LOCATED APPROXIMATELY 5.5. AIRMILES (E) OF KLONDYKE AND
 CZ1754'23.5 AIRMILES (NW) OF BONITA.
 CZ1754'
 CZ1754'TO REACH FROM GENERAL STORE IN KLONDYKE GO (SE) ON KLONDYKE-BONITA
 CZ1754'ROAD FOR 7.7 MILES TO A T INTERSECTION AND SIGN SAFFORD, TURN
 CZ1754'LEFT (ENE) AND GO 5.7 MILES TO JUNCTION WITH A ROAD LEFT AND SIGN
 CZ1754'NATIONAL FOREST BOUNDARY, COTTON WOOD TRAIL 5, TURN LEFT (NE)
 CZ1754'AND GO 1.7 MILES TO A JEEP TRAIL ON RIGHT, TURN RIGHT (N) AND
 CZ1754'GO 0.5 MILE TO A WIRE GATE, CONTINUE FOR 0.1 MILE TO A Y
 CZ1754'INTERSECTION, TAKE THE LEFT FORK (WSW) FOR 0.8 MILE TO A
 CZ1754'REVERSE Y INTERSECTION WITH THE AZIMUTH MARK AND WITNESS POST
 CZ1754'ON LEFT, TURN RIGHT (N) AND FOLLOW ROAD 0.2 MILE UNTIL ROAD
 CZ1754'TURNS INTO A SMALL WASH AND JUNCTION WITH LARGE WASH (FROM
 CZ1754'JUNCTION A SMALL HERDERS CAMP CAN BE SEEN ON RIGHT).  TURN LEFT
 CZ1754'(W) INTO A LARGE WASH AND GO DOWNSTREAM FOR 1.4 MILES TO A
 CZ1754'POINT JUST BEFORE AN ABANDONED SHACK AND WATER TANK, TURN
 CZ1754'RIGHT (N) AND TRAVEL CROSS COUNTRY FOR 1 MILE TO FOOT OF
 CZ1754'HIGHEST POINT AND END OF JEEP TRAVEL.  PACK (N) TO HIGHEST
 CZ1754'POINT AND STATION.  PACK TIME WITH LIGHT PACK IS 1-1/2 HOURS.
 CZ1754'STATION IS APPROXIMATELY 15 FT (SW) OF THE HIGHEST POINT AND
 CZ1754'IT IS A USC AND GS BRONZE DISK STAMPED BUFORD 1946.
 CZ1754'
 CZ1754'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED BUFORD 1
 CZ1754'1946 AND IS (NE)  N 49 DEG E AT A DISTANCE OF 4.369M
 CZ1754'AND A DE OF +0.10M FROM THE STATION.  MARK IS THE HIGHEST POINT
 CZ1754'ON THE HILL.
 CZ1754'
 CZ1754'REFERENCE MARK 2 IS USC AND GS BRONZE DISK STAMPED BUFORD 2 1946
 CZ1754'IT IS (NW)  N 25 DEG W AT A DISTANCE OF 8.059M AND A
 CZ1754'DE OF -0.35M FROM THE STATION.
 CZ1754'
 CZ1754'AZIMUTH MARK IS A USC AND GS BRONZE DISK STAMPED BUFORD 1946 AND
 CZ1754'IS LOCATED 26.4 FT (SW) OF A WHITE WITNESS POST AND 35 FT (S)
 CZ1754'OF CENTERLINE OF RIGHT FORK OF REVERSE Y INTERSECTION LEADING TO
 CZ1754'STATION.
 CZ1754'
 CZ1754'CONDITION OF ALL MARKS EXCELLENT.  VIEW IS EXCELLENT IN ALL
 CZ1754'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2222 ***********************************************************************
 DU2222  DESIGNATION -  BUFORD
 DU2222  PID         -  DU2222
 DU2222  STATE/COUNTY-  AZ/MARICOPA
 DU2222  USGS QUAD   -  HUMBOLDT MTN (1978)
 DU2222
 DU2222                         *CURRENT SURVEY CONTROL
 DU2222  ___________________________________________________________________
 DU2222* NAD 83(1992)-  33 54 48.85136(N)    111 47 02.37981(W)     ADJUSTED  
 DU2222* NAVD 88     -      1529.     (meters)    5016.     (feet)  SCALED    
 DU2222  ___________________________________________________________________
 DU2222  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DU2222  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU2222
 DU2222  HORZ ORDER  -  FIRST
 DU2222
 DU2222.The horizontal coordinates were established by classical geodetic methods
 DU2222.and adjusted by the National Geodetic Survey in August 1993..
 DU2222
 DU2222.The orthometric height was scaled from a topographic map.
 DU2222
 DU2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2222
 DU2222.The geoid height was determined by GEOID03.
 DU2222
 DU2222;                    North         East     Units Scale Factor Converg.
 DU2222;SPC AZ C     -   323,075.759   225,628.077   MT  0.99990185   +0 04 26.5
 DU2222;SPC AZ C     - 1,059,959.84    740,249.60   iFT  0.99990185   +0 04 26.5
 DU2222;UTM  12      - 3,752,849.500   427,525.712   MT  0.99966475   -0 26 14.8
 DU2222
 DU2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2222!SPC AZ C     -   0.99976447  x   0.99990185  =   0.99966634
 DU2222!UTM  12      -   0.99976447  x   0.99966475  =   0.99942930
 DU2222
 DU2222|---------------------------------------------------------------------|
 DU2222| PID    Reference Object                     Distance      Geod. Az  |
 DU2222|                                                           dddmmss.s |
 DU2222| DU2223 KENTUCK 5 17                          1.793 METERS 04638     |
 DU2222| ES0991 DAVENPORT PEAK                      APPROX.19.0 KM 0575330.8 |
 DU2222| CH4893 BUFORD RM 2                           4.244 METERS 06800     |
 DU2222| DU2191 SADDLE MOUNTAIN                     APPROX.24.7 KM 0783850.1 |
 DU2222| DU2075 WEAVERS NEEDLE                      APPROX.65.6 KM 1441004.2 |
 DU2222| CH4438 BUFORD AZ MK                                       1650144.8 |
 DU2222| DU2205 ROCK PINNACLE                       APPROX.21.9 KM 1995412.7 |
 DU2222| DV2127 ESTRELLA MTNS HIGHEST SUMMIT        APPROX.84.7 KM 2130819.1 |
 DU2222| CH4439 BUFORD RM 1                           5.760 METERS 31908     |
 DU2222| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX. 7.6 KM 3501508.4 |
 DU2222|---------------------------------------------------------------------|
 DU2222
 DU2222                          SUPERSEDED SURVEY CONTROL
 DU2222
 DU2222  NAD 83(1986)-  33 54 48.84529(N)    111 47 02.38369(W) AD(       ) 1
 DU2222  NAD 27      -  33 54 48.70500(N)    111 46 59.86500(W) AD(       ) 1
 DU2222
 DU2222.Superseded values are not recommended for survey control.
 DU2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2222.See file dsdata.txt to determine how the superseded data were derived.
 DU2222
 DU2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2752652850(NAD 83)
 DU2222_MARKER: DS = TRIANGULATION STATION DISK
 DU2222_SETTING: 66 = SET IN ROCK OUTCROP
 DU2222
 DU2222  HISTORY     - Date     Condition        Report By
 DU2222  HISTORY     - 1924     MONUMENTED       CGS
 DU2222  HISTORY     - 1946     GOOD             CGS
 DU2222
 DU2222                          STATION DESCRIPTION
 DU2222
 DU2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DU2222'ABOUT 35 MILES NORTH-NORTHEAST OF PHOENIX, 3 MILES NORTHEAST OF
 DU2222'THE SEARS RANCH ON CAMP CREEK, 1-1/2 MILES NORTHWEST OF A
 DU2222'BRANDING CORRAL ON THE CAMP CREEK-VERDE RIVER WAGON ROAD, AND ON
 DU2222'THE HIGHEST POINT OF A PROMINENT MOUNTAIN KNOWN ON GENERAL LAND
 DU2222'OFFICE MAPS AS MOUNT BUFORD, TO THE FOREST SERVICE AS KENTUCK
 DU2222'MOUNTAIN, AND AT THE SEARS RANCH AS BUCK BASIN MOUNTAIN.  THIS
 DU2222'PEAK IS THE HIGHEST IN THE VICINITY AND CAN BE RECOGNIZED FROM THE
 DU2222'SOUTH AS THE POINTED PEAK WITH THE LONG SLOPE TO THE WEST AND
 DU2222'STEEP SLOPE TO THE EAST.  MARKED BY A STANDARD BRONZE DISK.
 DU2222'THE REFERENCE MARK, A STANDARD BRONZE
 DU2222'REFERENCE DISK, IS 5.778 METERS (18.96 FEET) FROM
 DU2222'STATION N 40 DEG 57 MIN W.
 DU2222
 DU2222                          STATION RECOVERY (1946)
 DU2222
 DU2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2222'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO BE IN
 DU2222'GOOD CONDITION.  A NEW REFERENCE MARK, (NO 2), AND A AZIMUTH MARK
 DU2222'WERE ADDED AND STAMPED AS DESCRIBED BELOW.  THE NEW MEASUREMENT
 DU2222'TO REFERENCE MARK NO. 1 WAS CHECKED AND THEREFORE SUPERSEDES THE
 DU2222'OLD MEASUREMENT.
 DU2222'
 DU2222'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 DU2222'MOUNTAIN, WHICH IS THE HIGHEST IN THE VICINITY, AND IS KNOWN ON
 DU2222'GENERAL LAND OFFICE MAPS AS MOUNT BUFORD, AND TO THE FOREST
 DU2222'SERVICE AS KENTUCK MOUNTAIN.  THIS PEAK CAN BE RECOGNIZED FROM
 DU2222'THE SOUTH AS THE POINTED PEAK WITH THE LONG SLOPE TO THE WEST AND
 DU2222'STEEP SLOPE TO THE EAST.  IN APPROXIMATE AIRLINE DISTANCE IT IS
 DU2222'LOCATED ABOVE 40 MILES NORTH-NORTHEAST OF PHOENIX, ABOUT 38
 DU2222'MILES NORTH OF MESA, 18 MILES WEST-NORTHWEST OF SUNFLOWER, 11
 DU2222'MILES NORTHEAST OF CAVE CREEK, AND IS LOCATED WITHIN THE
 DU2222'TONTO NATIONAL FOREST.
 DU2222'
 DU2222'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO SOUTH
 DU2222'AND EAST ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 1.15 MILES
 DU2222'TO THE END OF THE MACADAM ROAD, HERE CONTINUE ON THE WELL GRADED
 DU2222'ROAD FOR 2.4 MILES TO THE CATTLE GUARD MARKING THE ENTRANCE INTO
 DU2222'THE TONTO NATIONAL FOREST.  CROSS OVER THIS CATTLE GUARD AND
 DU2222'CONTINUE ON THE WELL GRADED ROAD FOR 3.95 MILES TO A FORK.  TAKE
 DU2222'THE LEFT FORK AS PER SIGN TO CAMP CREEK AND CONTINUE ON THE
 DU2222'MAIN TRAVELED ROAD FOR 2.35 MILES TO WHERE THE ROAD CROSSES
 DU2222'BLUE WASH, HERE CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 DU2222'ROAD FOR 0.1 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 DU2222'SIGN KAY RANCH 3/4 GOING 0.75 MILES TO THE BOTTOM OF A CANYON
 DU2222'AND A FORK.  TAKE THE RIGHT FORK GOING FOR 50 FEET TO A GATE,
 DU2222'HERE TURN SHARP LEFT BEFORE GOING THROUGH THE GATE AND
 DU2222'FOLLOW THE DIM TRACK ROAD ALONG THE FENCE, ACROSS THE WASH AND
 DU2222'UP OUT OF THE CANYON, GOING FOR 0.9 MILES TO A WASH.  TURN
 DU2222'LEFT UP THIS WASH, GOING FOR 0.1 MILE AND THEN TURN RIGHT ON A
 DU2222'DIM ROAD UP A SMALL WASH AND GO 0.2 MILES TO WHERE THE TRACK ROAD
 DU2222'LEAVES THE WASH ON THE LEFT.  TURN LEFT HERE AND FOLLOW THIS
 DU2222'TRACK ROAD FOR 0.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 DU2222'FOLLOW THIS TRACK ROAD FOR 3.5 MILES TO WHERE IT MAKES A LEFT
 DU2222'TURN AND A DIM TRACK ROAD TURNS OFF TO THE RIGHT.  TAKE THE
 DU2222'DIM RIGHT FORK AND FOLLOW THE DIM TRACK ROAD UP THE RIDGE FOR 0.3
 DU2222'MILES TO A GROUP OF LARGE BOULDERS AND THE AZIMUTH MARK.
 DU2222'CONTINUE ON UP THE RIDGE, FOLLOWING THE TRAIL FOR 0.2 MILES TO THE
 DU2222'END OF TRUCK TRAVEL.  FROM HERE PACK UP THE TRAIL TO THE TOP OF
 DU2222'THE LOW SADDLE TO THE LEFT OF THE HIGHEST PEAK ON THE RIDGE
 DU2222'BETWEEN THE END OF TRUCK TRAVEL AND THE STATION.  FROM THIS SADDLE
 DU2222'ANGLE RIGHT AND FOLLOW THE RIDGE TO THE HIGHEST POINT AND
 DU2222'STATION.
 DU2222'
 DU2222'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED BUFORD 5005 VA,
 DU2222'SET IN OUTCROPPING BEDROCK, FLUSH WITH THE SURROUNDING
 DU2222'SURFACE.  IT IS LOCATED 10-1/2 FEET SOUTH-SOUTHWEST OF THE HIGHEST
 DU2222'POINT OF THE MOUNTAIN.
 DU2222'
 DU2222'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED BUFORD,
 DU2222'SET IN OUT-CROPPING BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 DU2222'SURROUNDING SURFACE AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 DU2222'IT IS LOCATED NORTHWEST OF THE STATION.
 DU2222'
 DU2222'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED BUFORD
 DU2222'NO 2 1946, SET IN OUT-CROPPING BEDROCK, WHICH PROJECTS
 DU2222'ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1-1/2
 DU2222'FEET BELOW THE STATION.  IT IS LOCATED EAST-NORTHEAST OF THE
 DU2222'STATION.
 DU2222'
 DU2222'THE FOREST SERVICE MARK IS A STANDARD DEPARTMENT OF AGRICULTURE
 DU2222'FOREST SERVICE MARK STAMPED FIRE CONTROL VISIBLE AREA MAP POINT
 DU2222'KENTUCK 5 17 38, SET IN OUT-CROPPING BEDROCK WHICH PROJECTS ABOUT
 DU2222'5 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1 FOOT ABOVE
 DU2222'THE STATION.  IT IS LOCATED NORTHEAST OF THE STATION.
 DU2222'
 DU2222'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED BUFORD 1946,
 DU2222'SET IN A BOULDER, WHICH PROJECTS ABOUT 5 FEET ABOVE
 DU2222'THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 3/4 MILE
 DU2222'SOUTH-SOUTHEAST OF THE STATION, 40 FEET NORTH-NORTHEAST OF THE
 DU2222'HIGHEST BOULDER ON THE SMALL RISE, AND ABOUT 3 FEET WEST OF A 4
 DU2222'INCH SQUARE WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1032 ***********************************************************************
 FS1032  DESIGNATION -  BUG
 FS1032  PID         -  FS1032
 FS1032  STATE/COUNTY-  AZ/MOHAVE
 FS1032  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS1032
 FS1032                         *CURRENT SURVEY CONTROL
 FS1032  ___________________________________________________________________
 FS1032* NAD 83(1992)-  35 46 54.02513(N)    114 23 12.34135(W)     ADJUSTED  
 FS1032* NAVD 88     -      1193.6    (meters)    3916.     (feet)  VERTCON   
 FS1032  ___________________________________________________________________
 FS1032  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 FS1032  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1032
 FS1032  HORZ ORDER  -  SECOND
 FS1032
 FS1032.The horizontal coordinates were established by classical geodetic methods
 FS1032.and adjusted by the National Geodetic Survey in August 1993..
 FS1032
 FS1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1032
 FS1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1032
 FS1032.The geoid height was determined by GEOID03.
 FS1032
 FS1032;                    North         East     Units Scale Factor Converg.
 FS1032;SPC AZ W     -   530,495.201   155,792.865   MT  0.99997415   -0 22 20.4
 FS1032;SPC AZ W     - 1,740,469.82    511,131.45   iFT  0.99997415   -0 22 20.4
 FS1032;UTM  11      - 3,962,884.042   736,198.565   MT  1.00028752   +1 31 43.2
 FS1032
 FS1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1032!SPC AZ W     -   0.99981710  x   0.99997415  =   0.99979125
 FS1032!UTM  11      -   0.99981710  x   1.00028752  =   1.00010456
 FS1032
 FS1032:                Primary Azimuth Mark                     Grid Az
 FS1032:SPC AZ W     -  SENATOR MOUNTAIN CAIRN                   046 04 00.8
 FS1032:UTM  11      -  SENATOR MOUNTAIN CAIRN                   044 09 57.2
 FS1032
 FS1032|---------------------------------------------------------------------|
 FS1032| PID    Reference Object                     Distance      Geod. Az  |
 FS1032|                                                           dddmmss.s |
 FS1032| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 8.7 KM 0454140.4 |
 FS1032| CC5268 BUG AZ MK                                          1530948.0 |
 FS1032| CC5270 BUG RM 2                              6.235 METERS 21117     |
 FS1032|---------------------------------------------------------------------|
 FS1032
 FS1032                          SUPERSEDED SURVEY CONTROL
 FS1032
 FS1032  NAD 83(1986)-  35 46 54.01678(N)    114 23 12.33553(W) AD(       ) 2
 FS1032  NAD 27      -  35 46 54.05600(N)    114 23 09.45400(W) AD(       ) 2
 FS1032  NGVD 29 (07/19/86) 1192.8    (m)         3913.     (f) VERT ANG       
 FS1032
 FS1032.Superseded values are not recommended for survey control.
 FS1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1032.See file dsdata.txt to determine how the superseded data were derived.
 FS1032
 FS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3619962884(NAD 83)
 FS1032_MARKER: DS = TRIANGULATION STATION DISK
 FS1032_SETTING: 66 = SET IN ROCK OUTCROP
 FS1032_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1032+STABILITY: POSITION/ELEVATION WELL
 FS1032
 FS1032  HISTORY     - Date     Condition        Report By
 FS1032  HISTORY     - 1950     MONUMENTED       CGS
 FS1032  HISTORY     - 1981     GOOD             AZDT
 FS1032
 FS1032                          STATION DESCRIPTION
 FS1032
 FS1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1032'THE STATION IS ON THE SUMMIT OF A SHARP POINTED, BLACK MALPAIS
 FS1032'BOULDER COVERED PEAK, RATHER ISOLATED FROM THE OTHER HIGHER
 FS1032'ELEVATIONS, ABOUT 3 MILES NORTH OF THE GHOST TOWN OF WHITE
 FS1032'HILLS, 7 MILES, AIRLINE, EAST OF U.S. HIGHWAY 93- 466, AND
 FS1032'1/2 MILE EAST OF THE ROAD LEADING TO TEMPLE BAR.
 FS1032'
 FS1032'THE MARKS WERE SET IN 1947 BUT MEASUREMENTS WERE NOT TAKEN UNTIL
 FS1032'1950.
 FS1032'
 FS1032'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN
 FS1032'IRREGULAR-SHAPED BOULDER WHICH IS ABOUT 12 INCHES LOWER THAN
 FS1032'THE SURROUNDING BOULDERS, IS STAMPED BUG 1947.  IT IS 8 FEET
 FS1032'SOUTH AND ABOUT 2 FEET LOWER THAN THE SUMMIT OF THE PEAK.
 FS1032'
 FS1032'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1032'IN AN IRREGULAR-SHAPED BOULDER WHICH PROJECTS 18 INCHES ABOVE
 FS1032'THE SURROUNDING AREA, IS STAMPED BUG NO 1 1947.  IT IS ABOUT
 FS1032'THE SAME ELEVATION AS THE STATION MARK.
 FS1032'
 FS1032'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A ROUND BOULDER
 FS1032'WHICH PROJECTS 4 INCHES ABOVE THE SURROUNDING AREA, IS STAMPED
 FS1032'BUG NO 2 1947.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 FS1032'STATION MARK.
 FS1032'
 FS1032'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN AN IRREGULAR-SHAPED
 FS1032'BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURROUNDING
 FS1032'AREA, IS STAMPED BUG 1947.  IT IS 39.6 FEET SOUTH-SOUTHEAST
 FS1032'OF THE CENTER LINE OF THE ROAD LEADING TO TEMPLE BAR AND 64
 FS1032'FEET SOUTH OF A LONE YUCCA TREE GROWING IN THE NORTHWEST CORNER
 FS1032'OF THE INTERSECTION.
 FS1032'
 FS1032'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORTHWEST ON
 FS1032'U.S. HIGHWAY 93-466 FOR 43.3 MILES (0.3 MILE BEFORE REACHING
 FS1032'BOULDER INN) TO A CROSS ROAD INTERSECTION TURN RIGHT, EAST, OFF
 FS1032'THE HIGHWAY.  CROSS CATTLE GUARD AND FOLLOW THE BLADED ROAD 3.2
 FS1032'MILES TO A Y-JUNCTION AND SIGN TEMPLE BAR.  TAKE THE LEFT FORK
 FS1032'TOWARDS TEMPLE BAR (ROAD RIGHT IS TO GHOST TOWN OF WHITE HILLS
 FS1032'(AND CONTINUE 4.5 MILES TO A T-JUNCTION.  KEEP STRAIGHT AHEAD,
 FS1032'LEFT, FOR 0.55 MILE TO A T-INTERSECTION AND AZIMUTH MARK ON
 FS1032'THE RIGHT.  KEEP STRAIGHT AHEAD, LEFT, AND CONTINUE 0.2 MILE
 FS1032'TO A PIPE LINE CROSSING ROAD.  TURN LEFT, NORTHWEST, OFF
 FS1032'BLADED ROAD ONTO A TRACK ROAD ALONG PIPE LINE AND GO 0.1
 FS1032'MILE TO TOP OF RIDGE.  TURN LEFT, LEAVING PIPE LINE, AND
 FS1032'CONTINUE ALONG TOP OF RIDGE 0.25 MILE TO THE END OF TRUCK
 FS1032'TRAVEL.  FROM HERE PACK SOUTHWEST ALONG RIDGE TO THE HIGHEST
 FS1032'POINT AND STATION.  A 15 MINUTE PACK.
 FS1032
 FS1032                          STATION RECOVERY (1981)
 FS1032
 FS1032'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1032'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS1032'DESCRIBED.  A NEW ROUTE TO THE FOLLOWS.
 FS1032'
 FS1032'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1032'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1032'US 66 FOR 2.3 MILES TO US 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1032'NORTH ALONG US 93 FOR 29.3 MILES TO DOLAN SPRINGS ROAD ON RIGHT,
 FS1032'CONTINUE NORTH ALONG US 93 FOR 5.9 MILES TO DETRITAL WASH BRIDGE.
 FS1032'TRAVEL NORTH ALONG US 93 FOR 7.55 MILES TO A BLADED ROAD ON THE RIGHT.
 FS1032'TURN RIGHT AND TRAVEL EAST FOR 3.2 MILES TO A FORK, TAKE LEFT FORK AND
 FS1032'TRAVEL NORTHEAST 3.5 MILES TO A FORK, TAKE LEFT FORK NORTHEAST FOR
 FS1032'0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST FOR
 FS1032'1.35 MILES TO THE TOP OF A RIDGE AND A TRACK ROAD LEFT.  TURN LEFT AND
 FS1032'TRAVEL SOUTHWEST ON DIM TRACK ROAD FOR 0.8 MILE TO END OF TRUCK
 FS1032'TRAVEL.  PACK SOUTHWEST UP THE HILL TO THE SOUTHWEST SUMMIT AND
 FS1032'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1031 ***********************************************************************
 FS1031  DESIGNATION -  BUG CAIRN
 FS1031  PID         -  FS1031
 FS1031  STATE/COUNTY-  AZ/MOHAVE
 FS1031  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS1031
 FS1031                         *CURRENT SURVEY CONTROL
 FS1031  ___________________________________________________________________
 FS1031* NAD 83(1992)-  35 46 54.11292(N)    114 23 12.30137(W)     ADJUSTED  
 FS1031* NAVD 88     -      1194.     (meters)    3917.     (feet)  SCALED    
 FS1031  ___________________________________________________________________
 FS1031  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 FS1031  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1031
 FS1031  HORZ ORDER  -  SECOND
 FS1031
 FS1031.The horizontal coordinates were established by classical geodetic methods
 FS1031.and adjusted by the National Geodetic Survey in August 1993..
 FS1031
 FS1031.The orthometric height was scaled from a topographic map.
 FS1031
 FS1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1031
 FS1031.The geoid height was determined by GEOID03.
 FS1031
 FS1031;                    North         East     Units Scale Factor Converg.
 FS1031;SPC AZ W     -   530,497.900   155,793.887   MT  0.99997415   -0 22 20.3
 FS1031;SPC AZ W     - 1,740,478.67    511,134.80   iFT  0.99997415   -0 22 20.3
 FS1031;UTM  11      - 3,962,886.775   736,199.497   MT  1.00028753   +1 31 43.2
 FS1031
 FS1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1031!SPC AZ W     -   0.99981707  x   0.99997415  =   0.99979122
 FS1031!UTM  11      -   0.99981707  x   1.00028753  =   1.00010454
 FS1031
 FS1031                          SUPERSEDED SURVEY CONTROL
 FS1031
 FS1031  NAD 83(1986)-  35 46 54.10457(N)    114 23 12.29556(W) AD(       ) 2
 FS1031  NAD 27      -  35 46 54.14400(N)    114 23 09.41400(W) AD(       ) 2
 FS1031
 FS1031.Superseded values are not recommended for survey control.
 FS1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1031.See file dsdata.txt to determine how the superseded data were derived.
 FS1031
 FS1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3619962887(NAD 83)
 FS1031_MARKER: 72 = CAIRN
 FS1031
 FS1031  HISTORY     - Date     Condition        Report By
 FS1031  HISTORY     - 1950     FIRST OBSERVED   CGS
 FS1031
 FS1031                          STATION DESCRIPTION
 FS1031
 FS1031'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0954 ***********************************************************************
 FS0954  DESIGNATION -  BUILDER 2
 FS0954  PID         -  FS0954
 FS0954  STATE/COUNTY-  AZ/MOHAVE
 FS0954  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0954
 FS0954                         *CURRENT SURVEY CONTROL
 FS0954  ___________________________________________________________________
 FS0954* NAD 83(1992)-  35 50 04.85697(N)    114 33 58.43447(W)     ADJUSTED  
 FS0954* NAVD 88     -       690.184  (meters)    2264.38   (feet)  ADJUSTED  
 FS0954  ___________________________________________________________________
 FS0954  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FS0954  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0954  DYNAMIC HT  -         689.476 (meters)    2262.06  (feet)  COMP
 FS0954  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 FS0954
 FS0954  HORZ ORDER  -  SECOND
 FS0954  VERT ORDER  -  FIRST     CLASS II
 FS0954
 FS0954.The horizontal coordinates were established by classical geodetic methods
 FS0954.and adjusted by the National Geodetic Survey in August 1993..
 FS0954
 FS0954.The orthometric height was determined by differential leveling
 FS0954.and adjusted by the National Geodetic Survey in June 1991..
 FS0954
 FS0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0954
 FS0954.The geoid height was determined by GEOID03.
 FS0954
 FS0954.The dynamic height is computed by dividing the NAVD 88
 FS0954.geopotential number by the normal gravity value computed on the
 FS0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0954.degrees latitude (g = 980.6199 gals.).
 FS0954
 FS0954.The modeled gravity was interpolated from observed gravity values.
 FS0954
 FS0954;                    North         East     Units Scale Factor Converg.
 FS0954;SPC AZ W     -   536,496.919   139,616.363   MT  1.00000032   -0 28 40.4
 FS0954;SPC AZ W     - 1,760,160.50    458,058.93   iFT  1.00000032   -0 28 40.4
 FS0954;UTM  11      - 3,968,346.903   719,827.603   MT  1.00019550   +1 25 31.5
 FS0954
 FS0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0954!SPC AZ W     -   0.99989612  x   1.00000032  =   0.99989644
 FS0954!UTM  11      -   0.99989612  x   1.00019550  =   1.00009160
 FS0954
 FS0954|---------------------------------------------------------------------|
 FS0954| PID    Reference Object                     Distance      Geod. Az  |
 FS0954|                                                           dddmmss.s |
 FS0954| FS0093 BUILDER                              44.398 METERS 02729     |
 FS0954| FS0953 BUILDER 2 RM 1                       10.757 METERS 16230     |
 FS0954| FS0952 BUILDER 2 RM 2                       10.667 METERS 30443     |
 FS0954| FS1357 HOUSE                               APPROX. 2.2 KM 3044636.7 |
 FS0954|---------------------------------------------------------------------|
 FS0954
 FS0954                          SUPERSEDED SURVEY CONTROL
 FS0954
 FS0954  NAD 83(1986)-  35 50 04.84596(N)    114 33 58.42494(W) AD(       ) 2
 FS0954  NGVD 29 (11/23/90)  689.64   (m)         2262.6    (f) LEVELING    3  
 FS0954
 FS0954.Superseded values are not recommended for survey control.
 FS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0954.See file dsdata.txt to determine how the superseded data were derived.
 FS0954
 FS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1982868347(NAD 83)
 FS0954_MARKER: DS = TRIANGULATION STATION DISK
 FS0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0954_SP_SET: CONCRETE POST
 FS0954_STAMPING: BUILDER 2 1981
 FS0954_MARK LOGO: NGS   
 FS0954_PROJECTION: FLUSH
 FS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0954+STABILITY: SURFACE MOTION
 FS0954
 FS0954  HISTORY     - Date     Condition        Report By
 FS0954  HISTORY     - 1981     MONUMENTED       AZDT
 FS0954  HISTORY     - 1982     GOOD             NGS
 FS0954
 FS0954                          STATION DESCRIPTION
 FS0954
 FS0954'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0954'THE STATION IS LOCATED 12 MILES SOUTHEAST OF BOULDER DAM AND 4 MILES
 FS0954'EAST OF THE COLORADO RIVER.  THE STATION IS ALONG THE SOUTHWEST SIDE
 FS0954'OF US HIGHWAY 93 AT A ROAD CUTBANK.
 FS0954'
 FS0954'THE STATION MARK IS AN ADOT DISK STAMPED, BUILDER 2 1981.  IT IS SET
 FS0954'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES, 87 FEET
 FS0954'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 3 FEET SOUTHWEST OF WITNESS
 FS0954'POST.
 FS0954'
 FS0954'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, BUILDER 2 RM 1 1981.  IT IS
 FS0954'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0954'
 FS0954'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, BUILDER 2 RM 2 1981.  IT IS
 FS0954'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0954'
 FS0954'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS0954'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0954'US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS0954'TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL
 FS0954'WASH, CONTINUE NORTH ALONG US 93 FOR 16.85 MILES TO TEMPLE BAR ROAD ON
 FS0954'THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 1.3 MILES TO THE STATION ON
 FS0954'LEFT ABOVE A LOW HIGHWAY CUT.
 FS0954
 FS0954                          STATION RECOVERY (1982)
 FS0954
 FS0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0954'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0954'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0954'OF HOOVER DAM, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 18, 26.5 METERS
 FS0954'(87 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 METERS (13 FT)
 FS0954'NORTHEAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0953 ***********************************************************************
 FS0953  DESIGNATION -  BUILDER 2 RM 1
 FS0953  PID         -  FS0953
 FS0953  STATE/COUNTY-  AZ/MOHAVE
 FS0953  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0953
 FS0953                         *CURRENT SURVEY CONTROL
 FS0953  ___________________________________________________________________
 FS0953* NAD 83(1986)-  35 50 06.     (N)    114 33 58.     (W)     SCALED    
 FS0953* NAVD 88     -       690.015  (meters)    2263.82   (feet)  ADJUSTED  
 FS0953  ___________________________________________________________________
 FS0953  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0953  DYNAMIC HT  -         689.308 (meters)    2261.50  (feet)  COMP
 FS0953  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0953
 FS0953  VERT ORDER  -  FIRST     CLASS II
 FS0953
 FS0953.The horizontal coordinates were scaled from a topographic map and have
 FS0953.an estimated accuracy of +/- 6 seconds.
 FS0953
 FS0953.The orthometric height was determined by differential leveling
 FS0953.and adjusted by the National Geodetic Survey in June 1991..
 FS0953
 FS0953.The geoid height was determined by GEOID03.
 FS0953
 FS0953.The dynamic height is computed by dividing the NAVD 88
 FS0953.geopotential number by the normal gravity value computed on the
 FS0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0953.degrees latitude (g = 980.6199 gals.).
 FS0953
 FS0953.The modeled gravity was interpolated from observed gravity values.
 FS0953
 FS0953;                    North         East    Units  Estimated Accuracy
 FS0953;SPC AZ W     -   536,530.      139,630.      MT  (+/- 180 meters Scaled)
 FS0953
 FS0953                          SUPERSEDED SURVEY CONTROL
 FS0953
 FS0953.No superseded survey control is available for this station.
 FS0953
 FS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0953_MARKER: DR = REFERENCE MARK DISK
 FS0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0953_SP_SET: CONCRETE POST
 FS0953_STAMPING: BUILDER 2 RM 1 1981
 FS0953_MARK LOGO: NGS   
 FS0953_PROJECTION: FLUSH
 FS0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0953+STABILITY: SURFACE MOTION
 FS0953
 FS0953  HISTORY     - Date     Condition        Report By
 FS0953  HISTORY     - 1981     MONUMENTED       AZDT
 FS0953  HISTORY     - 1982     GOOD             NGS
 FS0953
 FS0953                          STATION DESCRIPTION
 FS0953
 FS0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0953'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0953'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0953'OF HOOVER DAM, 10.8 METERS (35.3 FT) SOUTHEAST OF BUILDER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0952 ***********************************************************************
 FS0952  DESIGNATION -  BUILDER 2 RM 2
 FS0952  PID         -  FS0952
 FS0952  STATE/COUNTY-  AZ/MOHAVE
 FS0952  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0952
 FS0952                         *CURRENT SURVEY CONTROL
 FS0952  ___________________________________________________________________
 FS0952* NAD 83(1992)-  35 50 05.05405(N)    114 33 58.78387(W)     ADJUSTED  
 FS0952* NAVD 88     -       690.251  (meters)    2264.60   (feet)  ADJUSTED  
 FS0952  ___________________________________________________________________
 FS0952  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 FS0952  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0952  DYNAMIC HT  -         689.543 (meters)    2262.28  (feet)  COMP
 FS0952  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 FS0952
 FS0952  HORZ ORDER  -  SECOND
 FS0952  VERT ORDER  -  FIRST     CLASS II
 FS0952
 FS0952.The horizontal coordinates were established by classical geodetic methods
 FS0952.and adjusted by the National Geodetic Survey in August 1993..
 FS0952
 FS0952.The orthometric height was determined by differential leveling
 FS0952.and adjusted by the National Geodetic Survey in June 1991..
 FS0952
 FS0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0952
 FS0952.The geoid height was determined by GEOID03.
 FS0952
 FS0952.The dynamic height is computed by dividing the NAVD 88
 FS0952.geopotential number by the normal gravity value computed on the
 FS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0952.degrees latitude (g = 980.6199 gals.).
 FS0952
 FS0952.The modeled gravity was interpolated from observed gravity values.
 FS0952
 FS0952;                    North         East     Units Scale Factor Converg.
 FS0952;SPC AZ W     -   536,503.066   139,607.645   MT  1.00000034   -0 28 40.6
 FS0952;SPC AZ W     - 1,760,180.66    458,030.33   iFT  1.00000034   -0 28 40.6
 FS0952;UTM  11      - 3,968,352.758   719,818.684   MT  1.00019545   +1 25 31.3
 FS0952
 FS0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0952!SPC AZ W     -   0.99989611  x   1.00000034  =   0.99989645
 FS0952!UTM  11      -   0.99989611  x   1.00019545  =   1.00009154
 FS0952
 FS0952                          SUPERSEDED SURVEY CONTROL
 FS0952
 FS0952  NAD 83(1986)-  35 50 05.04303(N)    114 33 58.77433(W) AD(       ) 2
 FS0952  NGVD 29 (11/23/90)  689.71   (m)         2262.8    (f) LEVELING    3  
 FS0952
 FS0952.Superseded values are not recommended for survey control.
 FS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0952.See file dsdata.txt to determine how the superseded data were derived.
 FS0952
 FS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1981968353(NAD 83)
 FS0952_MARKER: DR = REFERENCE MARK DISK
 FS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0952_SP_SET: CONCRETE POST
 FS0952_STAMPING: BUILDER 2 RM 2 1981
 FS0952_MARK LOGO: NGS   
 FS0952_PROJECTION: FLUSH
 FS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0952+STABILITY: SURFACE MOTION
 FS0952
 FS0952  HISTORY     - Date     Condition        Report By
 FS0952  HISTORY     - 1981     MONUMENTED       AZDT
 FS0952  HISTORY     - 1982     GOOD             NGS
 FS0952
 FS0952                          STATION DESCRIPTION
 FS0952
 FS0952'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0952'FOR COMPLETE DESCRIPTION TO THIS MARK SEE BUILDER 2.
 FS0952
 FS0952                          STATION RECOVERY (1982)
 FS0952
 FS0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0952'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0952'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0952'OF HOOVER DAM, 10.7 METERS (35.2 FT) NORTHWEST OF BUILDER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0094 ***********************************************************************
 FS0094  DESIGNATION -  BUILDER RM 1
 FS0094  PID         -  FS0094
 FS0094  STATE/COUNTY-  AZ/MOHAVE
 FS0094  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0094
 FS0094                         *CURRENT SURVEY CONTROL
 FS0094  ___________________________________________________________________
 FS0094* NAD 83(1986)-  35 50 06.     (N)    114 33 59.     (W)     SCALED    
 FS0094* NAVD 88     -       688.788  (meters)    2259.80   (feet)  POSTED    
 FS0094  ___________________________________________________________________
 FS0094  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0094  DYNAMIC HT  -         688.080 (meters)    2257.48  (feet)  COMP
 FS0094  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0094
 FS0094  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FS0094
 FS0094.The horizontal coordinates were scaled from a topographic map and have
 FS0094.an estimated accuracy of +/- 6 seconds.
 FS0094
 FS0094.The orthometric height was determined by differential leveling
 FS0094.and adjusted by the National Geodetic Survey in 1992..
 FS0094.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FS0094.rate greater than 8.0 mm/km.
 FS0094
 FS0094.The geoid height was determined by GEOID03.
 FS0094
 FS0094.The dynamic height is computed by dividing the NAVD 88
 FS0094.geopotential number by the normal gravity value computed on the
 FS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0094.degrees latitude (g = 980.6199 gals.).
 FS0094
 FS0094.The modeled gravity was interpolated from observed gravity values.
 FS0094
 FS0094;                    North         East    Units  Estimated Accuracy
 FS0094;SPC AZ W     -   536,530.      139,600.      MT  (+/- 180 meters Scaled)
 FS0094
 FS0094                          SUPERSEDED SURVEY CONTROL
 FS0094
 FS0094  NGVD 29 (??/??/92)  688.050  (m)         2257.38   (f) ADJ UNCH    1 1
 FS0094
 FS0094.Superseded values are not recommended for survey control.
 FS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0094.See file dsdata.txt to determine how the superseded data were derived.
 FS0094
 FS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0094_MARKER: DR = REFERENCE MARK DISK
 FS0094_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FS0094_SP_SET: UNSPECIFIED ROCK
 FS0094_STAMPING: BUILDER NO 1 1935
 FS0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0094
 FS0094  HISTORY     - Date     Condition        Report By
 FS0094  HISTORY     - 1935     MONUMENTED       CGS
 FS0094  HISTORY     - 1950     GOOD             NGS
 FS0094  HISTORY     - 1963     GOOD             NGS
 FS0094  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0094
 FS0094                          STATION DESCRIPTION
 FS0094
 FS0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0094'17.8 MI SE FROM HOOVER DAM.
 FS0094'17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0094'(ARIZONA) END OF HOOVER DAM, 0.1 MILE SOUTHEAST OF A SIGN READING
 FS0094'ENTERING LAKE MEAD RECREATIONAL AREA, ON THE TOP OF THE NORTHEAST
 FS0094'BANK OF A THROUGH CUT, 157 FEET EAST OF THE CENTER OF THE NORTH
 FS0094'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 81.4 FEET
 FS0094'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39.5 FEET NORTHEAST
 FS0094'OF TRIANGULATION STATION BUILDER, ABOUT 3 1/2 FEET HIGHER THAN
 FS0094'THE HIGHWAY, AND SET IN THE TOP OF AN IRRIGULAR-SHAPED ROCK
 FS0094'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0094
 FS0094                          STATION RECOVERY (1963)
 FS0094
 FS0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0094'RECOVERED IN GOOD CONDITION.
 FS0094
 FS0094                          STATION RECOVERY (1981)
 FS0094
 FS0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0094'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0095 ***********************************************************************
 FS0095  DESIGNATION -  BUILDER RM 2
 FS0095  PID         -  FS0095
 FS0095  STATE/COUNTY-  AZ/MOHAVE
 FS0095  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0095
 FS0095                         *CURRENT SURVEY CONTROL
 FS0095  ___________________________________________________________________
 FS0095* NAD 83(1986)-  35 50 06.     (N)    114 33 59.     (W)     SCALED    
 FS0095* NAVD 88     -       689.187  (meters)    2261.11   (feet)  POSTED    
 FS0095  ___________________________________________________________________
 FS0095  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0095  DYNAMIC HT  -         688.480 (meters)    2258.79  (feet)  COMP
 FS0095  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0095
 FS0095  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0095
 FS0095.The horizontal coordinates were scaled from a topographic map and have
 FS0095.an estimated accuracy of +/- 6 seconds.
 FS0095
 FS0095.The orthometric height was determined by differential leveling
 FS0095.and adjusted by the National Geodetic Survey in 1992..
 FS0095.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0095.rate of 4.1 thru 8.0 mm/km.
 FS0095
 FS0095.The geoid height was determined by GEOID03.
 FS0095
 FS0095.The dynamic height is computed by dividing the NAVD 88
 FS0095.geopotential number by the normal gravity value computed on the
 FS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0095.degrees latitude (g = 980.6199 gals.).
 FS0095
 FS0095.The modeled gravity was interpolated from observed gravity values.
 FS0095
 FS0095;                    North         East    Units  Estimated Accuracy
 FS0095;SPC AZ W     -   536,530.      139,600.      MT  (+/- 180 meters Scaled)
 FS0095
 FS0095                          SUPERSEDED SURVEY CONTROL
 FS0095
 FS0095  NGVD 29 (??/??/92)  688.46   (m)         2258.7    (f) COMPUTED    1 1
 FS0095
 FS0095.Superseded values are not recommended for survey control.
 FS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0095.See file dsdata.txt to determine how the superseded data were derived.
 FS0095
 FS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0095_MARKER: DR = REFERENCE MARK DISK
 FS0095_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FS0095_SP_SET: UNSPECIFIED ROCK
 FS0095_STAMPING: BUILDER NO 2 1935
 FS0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0095
 FS0095  HISTORY     - Date     Condition        Report By
 FS0095  HISTORY     - 1935     MONUMENTED       CGS
 FS0095  HISTORY     - 1950     GOOD             NGS
 FS0095  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0095  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0095
 FS0095                          STATION DESCRIPTION
 FS0095
 FS0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0095'17.8 MI SE FROM HOOVER DAM.
 FS0095'17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0095'(ARIZONA) END OF HOOVER DAM, 0.1 MILE SOUTHEAST OF A SIGN READING
 FS0095'ENTERING LAKE MEAD RECREATIONAL AREA, ON THE TOP OF THE NORTHEAST
 FS0095'BANK OF A THROUGH CUT, 191 FEET SOUTHEAST OF THE CENTER OF THE
 FS0095'NORTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 44.2
 FS0095'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET
 FS0095'SOUTHEAST OF TRIANGULATION STATION BUILDER, ABOUT 5 FEET HIGHER
 FS0095'THAN THE HIGHWAY, AND SET IN THE TOP OF AN IRREGULAR-SHAPED ROCK
 FS0095'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0095
 FS0095                          STATION RECOVERY (1963)
 FS0095
 FS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0095'MARK NOT FOUND.
 FS0095
 FS0095                          STATION RECOVERY (1981)
 FS0095
 FS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0095'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0096 ***********************************************************************
 FS0096  DESIGNATION -  BUILDER RM 3 AZIMUTH
 FS0096  PID         -  FS0096
 FS0096  STATE/COUNTY-  AZ/MOHAVE
 FS0096  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0096
 FS0096                         *CURRENT SURVEY CONTROL
 FS0096  ___________________________________________________________________
 FS0096* NAD 83(1986)-  35 49 48.     (N)    114 33 43.     (W)     SCALED    
 FS0096* NAVD 88     -       691.722  (meters)    2269.42   (feet)  ADJUSTED  
 FS0096  ___________________________________________________________________
 FS0096  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0096  DYNAMIC HT  -         691.011 (meters)    2267.09  (feet)  COMP
 FS0096  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 FS0096
 FS0096  VERT ORDER  -  FIRST     CLASS I
 FS0096
 FS0096.The horizontal coordinates were scaled from a topographic map and have
 FS0096.an estimated accuracy of +/- 6 seconds.
 FS0096
 FS0096.The orthometric height was determined by differential leveling
 FS0096.and adjusted by the National Geodetic Survey in June 1991..
 FS0096
 FS0096.The geoid height was determined by GEOID03.
 FS0096
 FS0096.The dynamic height is computed by dividing the NAVD 88
 FS0096.geopotential number by the normal gravity value computed on the
 FS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0096.degrees latitude (g = 980.6199 gals.).
 FS0096
 FS0096.The modeled gravity was interpolated from observed gravity values.
 FS0096
 FS0096;                    North         East    Units  Estimated Accuracy
 FS0096;SPC AZ W     -   535,970.      140,000.      MT  (+/- 180 meters Scaled)
 FS0096
 FS0096                          SUPERSEDED SURVEY CONTROL
 FS0096
 FS0096  NGVD 29 (??/??/92)  690.987  (m)         2267.01   (f) ADJ UNCH    1 1
 FS0096
 FS0096.Superseded values are not recommended for survey control.
 FS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0096.See file dsdata.txt to determine how the superseded data were derived.
 FS0096
 FS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV202678(NAD 83)
 FS0096_MARKER: DR = REFERENCE MARK DISK
 FS0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0096_SP_SET: CULVERT
 FS0096_STAMPING: 2268.80 BUILDER NO 3 1935
 FS0096_MARK LOGO: CGS   
 FS0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0096
 FS0096  HISTORY     - Date     Condition        Report By
 FS0096  HISTORY     - 1935     MONUMENTED       CGS
 FS0096  HISTORY     - 1950     GOOD             NGS
 FS0096  HISTORY     - 1963     GOOD             NGS
 FS0096  HISTORY     - 1982     GOOD             NGS
 FS0096
 FS0096                          STATION DESCRIPTION
 FS0096
 FS0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0096'18.2 MI SE FROM HOOVER DAM.
 FS0096'18.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 39 FROM THE SOUTHEAST
 FS0096'(ARIZONA) END OF HOOVER DAM, AT A 6- BY 6-FOOT CONCRETE BOX
 FS0096'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 FS0096'HEAD WALL, 14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0096'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0096
 FS0096                          STATION RECOVERY (1963)
 FS0096
 FS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0096'RECOVERED IN GOOD CONDITION.
 FS0096
 FS0096                          STATION RECOVERY (1982)
 FS0096
 FS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0096'28.3 KM (17.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0096'OF HOOVER DAM, IN TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 6
 FS0096'BY 6 FOOT BOX CULVERT, 4.2 METERS (14.4 FT) SOUTHWEST OF THE
 FS0096'CENTERLINE OF THE HIGHWAY.
 FS0096'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1046 ***********************************************************************
 FS1046  DESIGNATION -  BULL
 FS1046  PID         -  FS1046
 FS1046  STATE/COUNTY-  AZ/MOHAVE
 FS1046  USGS QUAD   -  KINGMAN (1980)
 FS1046
 FS1046                         *CURRENT SURVEY CONTROL
 FS1046  ___________________________________________________________________
 FS1046* NAD 83(1992)-  35 10 54.80938(N)    114 04 59.56600(W)     ADJUSTED  
 FS1046* NAVD 88     -      1146.2    (meters)    3760.     (feet)  VERTCON   
 FS1046  ___________________________________________________________________
 FS1046  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 FS1046  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1046
 FS1046  HORZ ORDER  -  SECOND
 FS1046
 FS1046.The horizontal coordinates were established by classical geodetic methods
 FS1046.and adjusted by the National Geodetic Survey in August 1993..
 FS1046
 FS1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1046
 FS1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1046
 FS1046.The geoid height was determined by GEOID03.
 FS1046
 FS1046;                    North         East     Units Scale Factor Converg.
 FS1046;SPC AZ W     -   463,817.956   183,011.046   MT  0.99994468   -0 11 31.2
 FS1046;SPC AZ W     - 1,521,712.45    600,429.94   iFT  0.99994468   -0 11 31.2
 FS1046;UTM  11      - 3,897,111.813   765,610.201   MT  1.00046954   +1 40 53.6
 FS1046;UTM  12      - 3,897,569.588   219,229.838   MT  1.00057165   -1 46 39.5
 FS1046
 FS1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1046!SPC AZ W     -   0.99982460  x   0.99994468  =   0.99976929
 FS1046!UTM  11      -   0.99982460  x   1.00046954  =   1.00029406
 FS1046!UTM  12      -   0.99982460  x   1.00057165  =   1.00039615
 FS1046
 FS1046:                Primary Azimuth Mark                     Grid Az
 FS1046:SPC AZ W     -  KINGMAN MUN APT CONTROL TOWER            056 08 58.8
 FS1046:UTM  11      -  KINGMAN MUN APT CONTROL TOWER            054 16 34.0
 FS1046:UTM  12      -  KINGMAN MUN APT CONTROL TOWER            057 44 07.1
 FS1046
 FS1046|---------------------------------------------------------------------|
 FS1046| PID    Reference Object                     Distance      Geod. Az  |
 FS1046|                                                           dddmmss.s |
 FS1046| FR0978 KINGMAN MUN APT CONTROL TOWER       APPROX.15.2 KM 0555727.6 |
 FS1046| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 4.4 KM 0745112.7 |
 FS1046| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 6.0 KM 0802946.7 |
 FS1046| CC5272 BULL RM 1                            11.373 METERS 11904     |
 FS1046| CC5271 BULL AZ MK                                         1245919.7 |
 FS1046| CC5273 BULL RM 2                            15.135 METERS 33852     |
 FS1046|---------------------------------------------------------------------|
 FS1046
 FS1046                          SUPERSEDED SURVEY CONTROL
 FS1046
 FS1046  NAD 83(1986)-  35 10 54.80800(N)    114 04 59.56136(W) AD(       ) 2
 FS1046  NAD 27      -  35 10 54.81830(N)    114 04 56.73160(W) AD(       ) 2
 FS1046  NGVD 29 (11/23/90) 1145.4    (m)         3758.     (f) VERT ANG       
 FS1046
 FS1046.Superseded values are not recommended for survey control.
 FS1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1046.See file dsdata.txt to determine how the superseded data were derived.
 FS1046
 FS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6561097112(NAD 83)
 FS1046_MARKER: DS = TRIANGULATION STATION DISK
 FS1046_SETTING: 66 = SET IN ROCK OUTCROP
 FS1046_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1046+STABILITY: POSITION/ELEVATION WELL
 FS1046
 FS1046  HISTORY     - Date     Condition        Report By
 FS1046  HISTORY     - 1961     MONUMENTED       CGS
 FS1046  HISTORY     - 1981     GOOD             AZDT
 FS1046
 FS1046                          STATION DESCRIPTION
 FS1046
 FS1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1046'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KINGMAN, 2
 FS1046'MILES SOUTHEAST OF U.S. HIGHWAY 93 AND ON TOP OF A FLAT HILL.
 FS1046'
 FS1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS1046'93 IN THE SOUTHWEST EDGE OF KINGMAN, GO NORTHWEST ON U.S.
 FS1046'HIGHWAY 93 FOR 2.4 MILES TO A GATE ON THE LEFT, JUST BEFORE
 FS1046'REACHING THE TOP OF GRADE, TURN LEFT, PASSING THROUGH GATE AND
 FS1046'FOLLOW TRACK ROAD AROUND RIGHT SIDE OF LARGE ROCK FORMATION,
 FS1046'(WHICH HAS A MINE SHAFT WITH AN IRON DOOR ON THE NORTH SIDE OF
 FS1046'FORMATION) HERE GO SOUTHEASTERLY FOLLOWING MAIN TRACK ROAD FOR
 FS1046'2.2 MILES TO THE NORTH END OF A DEEP CANYON AND END OF TRUCK
 FS1046'TRAVEL.  FROM HERE PACK SOUTHERLY AROUND EAST END OF HILL
 FS1046'WITH 4 LARGE ROCK FORMATIONS ON TOP, TO SADDLE, TURN RIGHT
 FS1046'(NORTHWESTERLY) TO TOP OF HILL AND STATION AS
 FS1046'DESCRIBED.  (THIS IS A 30 MINUTE PACK)
 FS1046'
 FS1046'STATION MARK, A STANDARD TRAVERSE DISK SET FLUSH IN A DRILL HOLE
 FS1046'IN OUTCROPPING BEDROCK AND IS STAMPED BULL 1961.  THE MARK IS
 FS1046'55 FEET NORTH OF THE SOUTH EDGE OF HILL AND 42 FEET EAST OF A
 FS1046'LARGE ROCK WHICH IS ON THE WEST SIDE OF HILL.
 FS1046'
 FS1046'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET FLUSH IN A
 FS1046'DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTHEAST SLOPE OF
 FS1046'HILL AND IS STAMPED BULL NO 1 1961.  THE MARK IS 79 FEET EAST
 FS1046'OF A LARGE ROCK WHICH IS ON THE WEST SIDE OF HILL.
 FS1046'
 FS1046'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET FLUSH IN A
 FS1046'DRILL HOLE IN OUTCROPPING BEDROCK ON THE NORTHWEST SLOPE OF
 FS1046'HILL AND IS STAMPED BULL NO 2 1961.  THE MARK IS 34 FEET
 FS1046'NORTHEAST OF A LARGE ROCK WHICH IS ON THE WEST SIDE OF THE HILL.
 FS1046'
 FS1046'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET FLUSH IN A DRILL HOLE
 FS1046'IN OUTCROPPING BEDROCK AND IS STAMPED BULL 1961.  THE MARK IS
 FS1046'12 FEET WEST OF A LARGE ROCK FORMATION AND IS ON THE NORTHWEST
 FS1046'SLOPE OF THE HILL.
 FS1046'
 FS1046'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK
 FS1046'EAST-SOUTHEASTERLY DOWN HILL AND FOLLOW THE SADDLE FOR
 FS1046'APPROXIMATELY 0.3 MILE TO THE BASE OF A LARGE ROCK ON THE
 FS1046'NORTHWEST SLOPE OF HILL AND MARK AS DESCRIBED.
 FS1046'
 FS1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FS1046
 FS1046                          STATION RECOVERY (1981)
 FS1046
 FS1046'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1046'THE STATION MARK, REFERENC MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS1046'DESCRIBED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1046'
 FS1046'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1046'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG US
 FS1046'HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE
 FS1046'TRAVEL NORTH ALONG US 93 FOR 1.95 MILES TO A GATE ACROSS A TRACK ROAD
 FS1046'ON THE LEFT.  PASS THROUGH GATE AND FOLLOW THE MAIN TRACK ROAD SOUTH
 FS1046'FOR 2.4 MILES TO END OF TRUCK TRAVEL.  PACK WEST KEEPING TO THE RIGHT
 FS1046'OF A 4 ROCK FORMATION TO A SMALL SADDLE.  CROSS SADDLE TO LEFT OF A
 FS1046'LARGE BOULDER TO TOP OF RIDGE, THEN BEAR SOUTH TO HIGHEST POINT AND
 FS1046'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0989 ***********************************************************************
 ES0989  DESIGNATION -  BULL
 ES0989  PID         -  ES0989
 ES0989  STATE/COUNTY-  AZ/GILA
 ES0989  USGS QUAD   -  CYPRESS BUTTE (1967)
 ES0989
 ES0989                         *CURRENT SURVEY CONTROL
 ES0989  ___________________________________________________________________
 ES0989* NAD 83(1992)-  34 13 17.97227(N)    111 33 56.38672(W)     ADJUSTED  
 ES0989* NAVD 88     -      1660.4    (meters)    5447.     (feet)  VERTCON   
 ES0989  ___________________________________________________________________
 ES0989  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0989  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 ES0989
 ES0989  HORZ ORDER  -  FIRST
 ES0989
 ES0989.The horizontal coordinates were established by classical geodetic methods
 ES0989.and adjusted by the National Geodetic Survey in August 1993..
 ES0989
 ES0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0989
 ES0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0989
 ES0989.The geoid height was determined by GEOID03.
 ES0989
 ES0989;                    North         East     Units Scale Factor Converg.
 ES0989;SPC AZ E     -   358,123.922    84,458.845   MT  1.00010475   -0 47 12.8
 ES0989;SPC AZ E     - 1,174,947.25    277,095.95   iFT  1.00010475   -0 47 12.8
 ES0989;UTM  12      - 3,786,878.175   447,898.011   MT  0.99963346   -0 19 05.3
 ES0989
 ES0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0989!SPC AZ E     -   0.99974355  x   1.00010475  =   0.99984828
 ES0989!UTM  12      -   0.99974355  x   0.99963346  =   0.99937711
 ES0989
 ES0989|---------------------------------------------------------------------|
 ES0989| PID    Reference Object                     Distance      Geod. Az  |
 ES0989|                                                           dddmmss.s |
 ES0989| CH2818 BULL RM 1                            12.064 METERS 15640     |
 ES0989| ES0988 HACKBERRY                           APPROX.26.1 KM 3291311.8 |
 ES0989| CH2819 BULL RM 2                             6.553 METERS 34000     |
 ES0989|---------------------------------------------------------------------|
 ES0989
 ES0989                          SUPERSEDED SURVEY CONTROL
 ES0989
 ES0989  NAD 83(1986)-  34 13 17.96673(N)    111 33 56.39057(W) AD(       ) 1
 ES0989  NAD 27      -  34 13 17.84700(N)    111 33 53.87800(W) AD(       ) 1
 ES0989  NGVD 29 (07/19/86) 1659.7    (m)         5445.     (f) VERT ANG       
 ES0989
 ES0989.Superseded values are not recommended for survey control.
 ES0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0989.See file dsdata.txt to determine how the superseded data were derived.
 ES0989
 ES0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4789886878(NAD 83)
 ES0989_MARKER: DS = TRIANGULATION STATION DISK
 ES0989_SETTING: 80 = SET IN A BOULDER
 ES0989_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0989+STABILITY: SURFACE MOTION
 ES0989
 ES0989  HISTORY     - Date     Condition        Report By
 ES0989  HISTORY     - 1946     MONUMENTED       CGS
 ES0989  HISTORY     - 1966     GOOD             USGS
 ES0989
 ES0989                          STATION DESCRIPTION
 ES0989
 ES0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0989'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 29 MILES SOUTHEAST
 ES0989'OF CAMP VERDE 13 MILES WEST OF PAYSON, AND 1-3/4 MILES SOUTH OF THE
 ES0989'EAST VERDE RIVER.  IT IS ABOUT 1/4 MILE WEST OF THE TRAIL
 ES0989'LEADING FROM THE EAST VERDE RIVER TO BULL SPRINGS AT A POINT
 ES0989'WHERE THE TRAIL TOPS OUT ON A HIGH RIDGE SOUTH OF THE EAST
 ES0989'VERDE RIVER.
 ES0989'
 ES0989'TO REACH FROM THE POST OFFICE IN PAYSON GO WEST ON THE MAIN
 ES0989'STREET FOR 0.55 MILE TO SIDE ROAD LEFT.  TAKE THIS SIDE ROAD
 ES0989'AND GO 1.45 MILE TO FORK AFTER CROSSING A CREEK.  TAKE LEFT
 ES0989'FORK THROUGH CATTLE GUARD AND PROCEED 3.0 MILES TO FORK, TAKE
 ES0989'RIGHT FORK 5.7 MILES TO THE TAYLOR RANCH.  CONTINUE ALONG
 ES0989'ROAD 1.85 MILE TO THE SCHAFFER RANCH AND END OF ROAD.  LEAVE
 ES0989'TRUCK AND FOLLOW SOUTH ALONG FENCE WHICH IS ON EAST SIDE OF
 ES0989'PASTURE TO THE SOUTHEAST CORNER.  GO THROUGH GATE AND PICK UP
 ES0989'TRAIL WHICH CROSSES A STREAM ABOUT 125 YARDS ABOVE POINT
 ES0989'WHERE IT EMPTIES INTO THE EAST VERDE RIVER.  FOLLOW THIS
 ES0989'TRAIL UP STEEP HILLSIDE TO TOP OF RIDGE, THENCE WESTERLY TO
 ES0989'CORRALS.  CONTINUE ALONG TRAIL, PASSING THROUGH GATES IN
 ES0989'CORRALS, THENCE WESTERLY, TAKING LEFT FORK, TO A
 ES0989'SHACK.  CROSS RIVER IN FRONT OF THIS SHACK AND CONTINUE
 ES0989'ALONG TRAIL WHICH BECOMES RATHER DIM WHERE IT FOLLOWS DOWN
 ES0989'THE RIVER 3/4 MILE, THENCE ACROSS THE RIVER AGAIN TO THE
 ES0989'NORTH SIDE.  CONTINUE ALONG TRAIL ABOUT 1/2 MILE TO ANOTHER
 ES0989'CROSSING.  CROSS RIVER AND ANGLE LEFT TO A FORK ABOUT 100
 ES0989'YARDS.  TAKE LEFT FORK AS INDICATED BY FOREST SERVICE SIGN ON
 ES0989'TREE BULL SPRING 4, AND FOLLOW THE TRAIL UP RIDGE WHICH IS
 ES0989'OPEN TO WHERE LEFT FORK OF TRAIL STARTS DOWN HILL AND
 ES0989'RIGHT FORK LEADS UP STEEP SLOPE.  TAKE RIGHT FORK, UP
 ES0989'SWITCH-BACK TRAIL TO WHERE IT COMES OUT ON TOP OF RIDGE
 ES0989'AFTER RUNNING ALONG SIDE OF HILL NEAR TOP.  HERE LEAVE TRAIL AND
 ES0989'MAKE WAY CROSS COUNTRY TO TOP OF MESA AND STATION WHICH IS ON
 ES0989'THE HIGHEST POINT NEAR THE SOUTHEAST END.  THIS MESA IS FLAT
 ES0989'AND BRUSHY WITH SCATTERED CEDAR TREES.
 ES0989'
 ES0989'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 ES0989'STAMPED BULL 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES0989'IS FLUSH WITH THE GROUND.  CLEARED LINES WILL INDICATE THE
 ES0989'APPROXIMATE LOCATION.
 ES0989'
 ES0989'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION.  A
 ES0989'STANDARD REFERENCE MARK DISK.  STAMPED BULL NO 1 1946, CEMENTED
 ES0989'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 ES0989'
 ES0989'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  A
 ES0989'STANDARD REFERENCE MARK DISK, STAMPED BULL NO. 2 1946, CEMENTED
 ES0989'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE
 ES0989'GROUND.
 ES0989'
 ES0989'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS AVAILABLE.
 ES0989'
 ES0989'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 ES0989
 ES0989                          STATION RECOVERY (1966)
 ES0989
 ES0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0989'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.
 ES0989'
 ES0989'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1858 ***********************************************************************
 DV1858  DESIGNATION -  BULL
 DV1858  PID         -  DV1858
 DV1858  STATE/COUNTY-  AZ/MARICOPA
 DV1858  USGS QUAD   -  MC MICKEN DAM (1981)
 DV1858
 DV1858                         *CURRENT SURVEY CONTROL
 DV1858  ___________________________________________________________________
 DV1858* NAD 83(1992)-  33 41 47.81686(N)    112 22 38.68518(W)     ADJUSTED  
 DV1858* NAVD 88     -       406.2    (meters)    1333.     (feet)  VERTCON   
 DV1858  ___________________________________________________________________
 DV1858  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DV1858  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1858
 DV1858  HORZ ORDER  -  SECOND
 DV1858
 DV1858.The horizontal coordinates were established by classical geodetic methods
 DV1858.and adjusted by the National Geodetic Survey in August 1993..
 DV1858
 DV1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1858
 DV1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1858
 DV1858.The geoid height was determined by GEOID03.
 DV1858
 DV1858;                    North         East     Units Scale Factor Converg.
 DV1858;SPC AZ C     -   299,101.225   170,647.456   MT  0.99992248   -0 15 20.2
 DV1858;SPC AZ C     -   981,303.23    559,866.98   iFT  0.99992248   -0 15 20.2
 DV1858;UTM  12      - 3,729,369.574   372,343.748   MT  0.99980090   -0 45 51.4
 DV1858
 DV1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1858!SPC AZ C     -   0.99994093  x   0.99992248  =   0.99986342
 DV1858!UTM  12      -   0.99994093  x   0.99980090  =   0.99974184
 DV1858
 DV1858|---------------------------------------------------------------------|
 DV1858| PID    Reference Object                     Distance      Geod. Az  |
 DV1858|                                                           dddmmss.s |
 DV1858| CR7738 BULL RM 2                            10.238 METERS 07238     |
 DV1858| DV1859 BULL AZ MK                          APPROX. 0.5 KM 1744750.7 |
 DV1858| CR7737 BULL RM 1                            10.630 METERS 25604     |
 DV1858|---------------------------------------------------------------------|
 DV1858
 DV1858                          SUPERSEDED SURVEY CONTROL
 DV1858
 DV1858  NAD 83(1986)-  33 41 47.81089(N)    112 22 38.69238(W) AD(       ) 2
 DV1858  NGVD 29 (07/20/87)  405.6    (m)         1331.     (f) VERT ANG       
 DV1858
 DV1858.Superseded values are not recommended for survey control.
 DV1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1858.See file dsdata.txt to determine how the superseded data were derived.
 DV1858
 DV1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7234429370(NAD 83)
 DV1858_MARKER: DS = TRIANGULATION STATION DISK
 DV1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1858+STABILITY: SURFACE MOTION
 DV1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1858+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DV1858
 DV1858  HISTORY     - Date     Condition        Report By
 DV1858  HISTORY     - 1986     MONUMENTED       AZDT
 DV1858  HISTORY     - 20060818 GOOD             GEOCAC
 DV1858
 DV1858                          STATION DESCRIPTION
 DV1858
 DV1858'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1858'THE STATION IS LOCATED 2.5 MILES NORTH OF BEARDSLEY ON TOP OF THE
 DV1858'MCMIKEN DAM OUTLET CHANNEL.
 DV1858'
 DV1858'THE STATION MARK IS AN AZDT DISK STAMPED---BULL 1986---.  IT IS SET IN
 DV1858'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 DV1858'SURFACE.  IT IS 8 FEET NORTH OF THE CENTER OF THE DIKE ROAD AND 4 FEET
 DV1858'EAST OF THE WITNESS POST.
 DV1858'
 DV1858'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BULL RM 1 1986---.  IT IS
 DV1858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 8 FEET NORTH OF THE
 DV1858'CENTER OF THE DIKE ROAD AND 2 FEET WEST OF A WITNESS POST.
 DV1858'
 DV1858'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BULL RM 2 1986---.  IT IS
 DV1858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 8 FEET NORTH OF THE
 DV1858'CENTER OF THE ROAD AND 4 FEET EAST OF THE WITNESS POST.
 DV1858'
 DV1858'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---BULL AZ 1986---.  IT IS SET
 DV1858'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 147 FEET EAST OF BULLARD
 DV1858'AVENUE OR 147TH AVENUE.
 DV1858'
 DV1858'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1858'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRAND AVENUE WHICH IS U.S.
 DV1858'HIGHWAY 60 FOR 4.65 MILES TO A ROAD RIGHT AT MILE POST 138.05.  TURN
 DV1858'RIGHT CROSSING RAILROAD JUST EAST OF BEARDSLEY CANEL AND TRAVEL 0.05
 DV1858'MILE.  TURN RIGHT CROSSING A WASH, THEN TURN SHARP LEFT AND TRAVEL
 DV1858'NORTHEAST FOR 1.10 MILES TO A GATE.  PASS THROUGH GATE AND TRAVEL
 DV1858'NORTHEAST ON THE DIKE FOR 1.05 MILES TO THE STATION ON THE LEFT.
 DV1858'
 DV1858'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTH ON BLADED ROAD
 DV1858'0.3 MILE TO THE MARK ON THE RIGHT.
 DV1858
 DV1858                          STATION RECOVERY (2006)
 DV1858
 DV1858'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1858'RM 1 AND 2 WERE ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1050 ***********************************************************************
 ET1050  DESIGNATION -  BULLARD
 ET1050  PID         -  ET1050
 ET1050  STATE/COUNTY-  AZ/YAVAPAI
 ET1050  USGS QUAD   -  SMITH PEAK (1967)
 ET1050
 ET1050                         *CURRENT SURVEY CONTROL
 ET1050  ___________________________________________________________________
 ET1050* NAD 83(1992)-  34 04 29.63907(N)    113 18 30.41520(W)     ADJUSTED  
 ET1050* NAVD 88     -      1331.6    (meters)    4369.     (feet)  VERTCON   
 ET1050  ___________________________________________________________________
 ET1050  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 ET1050  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET1050
 ET1050  HORZ ORDER  -  FIRST
 ET1050
 ET1050.The horizontal coordinates were established by classical geodetic methods
 ET1050.and adjusted by the National Geodetic Survey in August 1993..
 ET1050
 ET1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1050
 ET1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1050
 ET1050.The geoid height was determined by GEOID03.
 ET1050
 ET1050;                    North         East     Units Scale Factor Converg.
 ET1050;SPC AZ C     -   341,835.375    84,901.585   MT  1.00010336   -0 46 47.6
 ET1050;SPC AZ C     - 1,121,507.14    278,548.51   iFT  1.00010336   -0 46 47.6
 ET1050;SPC AZ W     -   341,060.479   254,114.222   MT  0.99995380   +0 14 50.6
 ET1050;SPC AZ W     - 1,118,964.83    833,708.08   iFT  0.99995380   +0 14 50.6
 ET1050;UTM  12      - 3,772,865.789   286,985.434   MT  1.00015938   -1 17 37.9
 ET1050
 ET1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1050!SPC AZ C     -   0.99979567  x   1.00010336  =   0.99989901
 ET1050!SPC AZ W     -   0.99979567  x   0.99995380  =   0.99974948
 ET1050!UTM  12      -   0.99979567  x   1.00015938  =   0.99995502
 ET1050
 ET1050:                Primary Azimuth Mark                     Grid Az
 ET1050:SPC AZ C     -  BULLARD AZ MK                            076 06 31.7
 ET1050:SPC AZ W     -  BULLARD AZ MK                            075 04 53.5
 ET1050:UTM  12      -  BULLARD AZ MK                            076 37 22.0
 ET1050
 ET1050|---------------------------------------------------------------------|
 ET1050| PID    Reference Object                     Distance      Geod. Az  |
 ET1050|                                                           dddmmss.s |
 ET1050| CH2820 BULLARD AZ MK                                      0751944.1 |
 ET1050| CH2821 BULLARD RM 1                         12.740 METERS 11405     |
 ET1050| DV1884 AGUILA RAILROAD WATER TANK          APPROX.19.1 KM 1393408.8 |
 ET1050| CH2822 BULLARD RM 2                         13.498 METERS 25430     |
 ET1050|---------------------------------------------------------------------|
 ET1050
 ET1050                          SUPERSEDED SURVEY CONTROL
 ET1050
 ET1050  NAD 83(1986)-  34 04 29.63845(N)    113 18 30.41879(W) AD(       ) 1
 ET1050  NAD 27      -  34 04 29.54100(N)    113 18 27.71100(W) AD(       ) 1
 ET1050  NGVD 29 (07/19/86) 1330.9    (m)         4366.     (f) VERT ANG       
 ET1050
 ET1050.Superseded values are not recommended for survey control.
 ET1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1050.See file dsdata.txt to determine how the superseded data were derived.
 ET1050
 ET1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8698572866(NAD 83)
 ET1050_MARKER: DS = TRIANGULATION STATION DISK
 ET1050_SETTING: 66 = SET IN ROCK OUTCROP
 ET1050_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1050
 ET1050  HISTORY     - Date     Condition        Report By
 ET1050  HISTORY     - 1944     MONUMENTED       CGS
 ET1050  HISTORY     - 1948     GOOD             CGS
 ET1050
 ET1050                          STATION DESCRIPTION
 ET1050
 ET1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1050'STATION IS ABOUT 11-1/2 MILES (AIR LINE) NW OF AGUILA, ABOUT
 ET1050'2-1/2 MILES WNW OF THE BULLARD MINE, ON A ROUND-TOPPED MOUNTAIN
 ET1050'AT THE E END OF THE HARCUVAR RANGE.  THERE ARE HIGHER MOUNTAINS
 ET1050'TO THE W AND LOWER HILLS TO THE E.
 ET1050'
 ET1050'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT 3
 ET1050'INCHES BELOW THE SURROUNDING SURFACE AND IS STAMPED BULLARD 1944.
 ET1050'IT IS 47 FEET ENE OF THE HIGHEST POINT OF THE MOUNTAIN.
 ET1050'
 ET1050'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT
 ET1050'1-1/2 FEET HIGHER THAN THE SURROUNDING SURFACE AND IS STAMPED
 ET1050'BULLARD NO 1 1944.  IT IS ABOUT 20 INCHES LOWER IN ELEVATION THAN
 ET1050'THE STATION MARK.
 ET1050'
 ET1050'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 ET1050'WITH THE SURROUNDING SURFACE AND IS STAMPED BULLARD NO 2 1944.
 ET1050'IT IS ABOUT 12 INCHES HIGHER IN ELEVATION THAN STATION MARK,
 ET1050'3 FEET NE OF AND ABOUT 12 INCHES LOWER THAN THE HIGHEST POINT
 ET1050'OF THE MOUNTAIN.
 ET1050'
 ET1050'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK 6 FEET NNW
 ET1050'OF A 4-FOOT CAIRN AND IS STAMPED BULLARD 1944.  IT IS ON TOP OF
 ET1050'THE FIRST KNOLL SW OF THE SADDLE MENTIONED BELOW.
 ET1050'
 ET1050'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ON STATE
 ET1050'HIGHWAY 71 FOR 1.7 MILES TO A FORK.  TAKE THE LEFT FORK STRAIGHT
 ET1050'AHEAD OFF HIGHWAY 71 ACROSS A CATTLE GUARD FOR 2.2 MILES TO A
 ET1050'CROSSROADS.  HERE TURN LEFT WITH THE MAIN-TRAVELED ROAD AND GO
 ET1050'2.4 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR
 ET1050'0.4 MILE TO A FORK.  HERE TAKE THE RIGHT FORK (MAIN-TRAVELED
 ET1050'ROAD) FOR 2.9 MILES TO A FORK.  HERE TAKE THE LEFT FORK STRAIGHT
 ET1050'AHEAD FOR 0.8 MILE TO A WASH AND FORK.  HERE TAKE THE LEFT FORK
 ET1050'OFF THE MAIN-TRAVELED ROAD AND ACROSS THE WASH FOR 0.7 MILE TO A
 ET1050'FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A FORK.  HERE TAKE
 ET1050'THE LEFT FORK ACROSS A 100-YARD WASH FOR 0.2 MILE TO A STONE
 ET1050'HOUSE.  HERE TAKE THE RIGHT FORK ALONG THE E SIDE OF THE HOUSE
 ET1050'FOR 0.5 MILE TO A WASH.  CONTINUE FOR 0.1 MILE AND TURN OFF
 ET1050'TRACK ROAD AND GO NW CROSS COUNTRY FOR 1.1 MILES TO THE BASE
 ET1050'OF THE FOOTHILLS AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1050'NE ACROSS TWO SMALL WASHES AND INTO THE MAIN WASH.  PACK UP
 ET1050'THE MAIN WASH TO ITS HEAD IN A LOW SADDLE.  HERE PACK WSW ALONG
 ET1050'THE RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN AND STATION.
 ET1050'
 ET1050'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1050
 ET1050                          STATION RECOVERY (1948)
 ET1050
 ET1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1050'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 ET1050'AS DESCRIBED.
 ET1050'
 ET1050'THE STATION IS LOCATED ABOUT 11.5 MILES AIR LINE NORTHWEST OF
 ET1050'AGUILA, ABOUT 2.5 MILES WEST-NORTHWEST OF THE BULLARD MINE, ON A
 ET1050'ROUND-TOPPED MOUNTAIN WHICH IS AT THE EAST END OF THE HARCUVAR
 ET1050'RANGE.  THERE ARE HIGHER MOUNTAINS TO THE WEST AND LOWER
 ET1050'MOUNTAINS TO THE EAST.  IT IS LOCATED 15 PACES EAST-NORTHEAST OF
 ET1050'THE HIGHEST POINT, 6 PACES NORTH OF THE SOUTH RIM.  STATION MARK
 ET1050'IS A BRONZE DISK SET INTO A DRILL HOLE IN ROCK OUTCROP, ABOUT 2
 ET1050'INCHES BELOW THE GROUND SURFACE, AND IS STAMPED, BULLARD 1944.
 ET1050'
 ET1050'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 ET1050'STATION, ON THE NORTH FACE OF RIDGE, 5 PACES NORTH OF THE SOUTH
 ET1050'RIM, A BRONZE DISK SET INTO A DRILL HOLE IN A BOULDER, PROJECTS 1
 ET1050'FOOT AND IS STAMPED, BULLARD NO 1 1944.
 ET1050'
 ET1050'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 ET1050'STATION, 3 FEET NORTHEAST OF THE HIGHEST POINT, A BRONZE DISK
 ET1050'SET INTO A DRILL HOLE IN ROCK OUTCROP, PROJECTS 4 INCHES AND IS
 ET1050'STAMPED, BULLARD NO 2 1944.
 ET1050'
 ET1050'THE AZIMUTH MARK IS LOCATED ALONG ROUTE TO STATION, ON THE FIRST
 ET1050'POINT WEST-SOUTHWEST OF THE LOW SADDLE MENTIONED IN DESCRIPTION,
 ET1050'6 PACES NORTH OF THE SOUTH RIM, 7 FEET NORTH OF A 3 FOOT CAIRN,
 ET1050'A BRONZE DISK SET INTO A DRILL HOLE IN ROCK OUTCROP, SET FLUSH AND
 ET1050'STAMPED, BULLARD 1944.
 ET1050'
 ET1050'TO REACH FROM THE POST OFFICE IN AGUILA, GO NORTH ON STATE HIGHWAY
 ET1050'71 FOR 1.85 MILES TO A FORK.  TAKE LEFT FORK STRAIGHT AHEAD,
 ET1050'LEAVING STATE HIGHWAY 71, AND GO 2.3 MILES TO A CROSSROAD.  HERE
 ET1050'TURN LEFT FOLLOWING THE MAIN TRAVELED ROAD AND GO 2.6 MILES TO
 ET1050'A FORK.  TAKE LEFT FORK STRAIGHT AHEAD FOR 0.45 MILE TO A FORK.
 ET1050'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD FOR 2.95 MILES TO A
 ET1050'FORK.  TAKE THE LEFT FORK FOR 0.8 MILE TO A FORK AT WASH.  TAKE
 ET1050'THE LEFT FORK, LEAVING MAIN TRAVELED ROAD, CROSS WASH AND GO 0.8
 ET1050'MILE TO A FORK.  TAKE LEFT FORK FOR 0.1 MILE TO FORK.  TAKE
 ET1050'LEFT FORK, CROSSING A WIDE WASH FOR 0.2 MILE TO A STONE HOUSE.
 ET1050'TAKE THE RIGHT FORK ALONG THE EAST SIDE OF THE HOUSE FOR 0.6
 ET1050'MILE TO A WASH.  CONTINUE 0.1 MILE AND TURN LEFT LEAVING THE MAIN
 ET1050'TRAVELED ROAD, AND GO NORTHWEST ALONG DIM TRACKS FOR 1.1 MILE
 ET1050'TO THE BASE OF THE FOOT HILLS AND END OF TRUCK TRAVEL.  FROM
 ET1050'THIS POINT PACK NORTHEAST, CROSSING TWO SMALL WASHES, TO
 ET1050'THE WEST SIDE OF THE LARGE WASH AND TRAIL.  FOLLOW TRAIL
 ET1050'NORTH TO THE HEAD IN A LOW SADDLE.  AT THIS POINT TURN LEFT
 ET1050'(WSW) AND FOLLOW RIDGE TO THE FIRST POINT AND AZIMUTH MARK AS
 ET1050'DESCRIBED ABOVE.  CONTINUE UP RIDGE TO HIGHEST POINT AND
 ET1050'STATION AS DESCRIBED ABOVE.  1-1/2 HOUR PACK.
 ET1050'
 ET1050'OBSERVATIONS MADE FROM A 1.5 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1051 ***********************************************************************
 ET1051  DESIGNATION -  BULLARD PEAK
 ET1051  PID         -  ET1051
 ET1051  STATE/COUNTY-  AZ/LA PAZ
 ET1051  USGS QUAD   -  SMITH PEAK (1967)
 ET1051
 ET1051                         *CURRENT SURVEY CONTROL
 ET1051  ___________________________________________________________________
 ET1051* NAD 83(1992)-  34 03 55.35972(N)    113 21 21.34689(W)     ADJUSTED  
 ET1051* NAVD 88     -                                                        
 ET1051  ___________________________________________________________________
 ET1051  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ET1051  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET1051
 ET1051  HORZ ORDER  -  THIRD
 ET1051
 ET1051.The horizontal coordinates were established by classical geodetic methods
 ET1051.and adjusted by the National Geodetic Survey in August 1993..
 ET1051
 ET1051
 ET1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1051
 ET1051.The geoid height was determined by GEOID03.
 ET1051
 ET1051;                    North         East     Units Scale Factor Converg.
 ET1051;SPC AZ W     -   339,986.415   249,735.869   MT  0.99994964   +0 13 14.7
 ET1051;SPC AZ W     - 1,115,440.99    819,343.40   iFT  0.99994964   +0 13 14.7
 ET1051;SPC AZ C     -   340,839.814    80,503.984   MT  1.00011752   -0 48 22.7
 ET1051;SPC AZ C     - 1,118,240.86    264,120.68   iFT  1.00011752   -0 48 22.7
 ET1051;UTM  12      - 3,771,909.653   282,578.813   MT  1.00018276   -1 19 12.6
 ET1051
 ET1051                          SUPERSEDED SURVEY CONTROL
 ET1051
 ET1051  NAD 83(1986)-  34 03 55.36075(N)    113 21 21.35159(W) AD(       ) 4
 ET1051  NAD 27      -  34 03 55.26000(N)    113 21 18.63000(W) AD(       ) 3
 ET1051
 ET1051.Superseded values are not recommended for survey control.
 ET1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1051.See file dsdata.txt to determine how the superseded data were derived.
 ET1051
 ET1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8257971910(NAD 83)
 ET1051_MARKER: 03 = MOUNTAIN PEAK
 ET1051
 ET1051  HISTORY     - Date     Condition        Report By
 ET1051  HISTORY     - 1924     FIRST OBSERVED   CGS
 ET1051  HISTORY     - 1946     GOOD             CGS
 ET1051
 ET1051                          STATION DESCRIPTION
 ET1051
 ET1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WH)
 ET1051'THIS STATION IS EVIDENTLY MISNAMED.
 ET1051'
 ET1051'NO DESCRIPTION OR POSITION IS AVAILABLE AT THE TIME OF WRITING
 ET1051'THIS RECOVERY NOTE.  ITS LOCATION IS NOTED AS IS PLOTTED ON THE
 ET1051'TRIANGULATION CONTROL SHEET FOR THE STATE OF ARIZONA.
 ET1051'
 ET1051'BULLARD PEAK IS A SMALL VOLCANIC KNOLL LYING IN THE E END
 ET1051'OF MC MULLEN VALLEY, AND SITUATED DETACHED FROM THE HARCUVAR
 ET1051'MOUNTAINS S OF THE E END AND LOW PART OF THIS RANGE.  BULLARD
 ET1051'PEAK IS SE FROM THE TRIANGULATION STATION BULLARD.
 ET1051'
 ET1051'THE POINT INTERSECTED AND SHOWN AS BULLARD PEAK, MAY BE AN
 ET1051'INTERSECTION ON SMITH PEAK (ALSO KNOWN AS PETE SMITH PEAK)
 ET1051'LOCATED SSW FROM THE TRIANGULATION STATION BULLARD, BUT IT
 ET1051'IS QUESTIONABLE IF THE HIGHEST ELEVATION OF THE RIDGE IS
 ET1051'VISIBLE FROM THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1080 ***********************************************************************
 FS1080  DESIGNATION -  BULLSHEAD
 FS1080  PID         -  FS1080
 FS1080  STATE/COUNTY-  AZ/MOHAVE
 FS1080  USGS QUAD   -  DAVIS DAM (1983)
 FS1080
 FS1080                         *CURRENT SURVEY CONTROL
 FS1080  ___________________________________________________________________
 FS1080* NAD 83(1992)-  35 12 59.53993(N)    114 32 12.28515(W)     ADJUSTED  
 FS1080* NAVD 88     -       481.5    (meters)    1580.     (feet)  VERTCON   
 FS1080  ___________________________________________________________________
 FS1080  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FS1080  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FS1080
 FS1080  HORZ ORDER  -  FIRST
 FS1080
 FS1080.The horizontal coordinates were established by classical geodetic methods
 FS1080.and adjusted by the National Geodetic Survey in August 1993..
 FS1080
 FS1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1080
 FS1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1080
 FS1080.The geoid height was determined by GEOID03.
 FS1080
 FS1080;                    North         East     Units Scale Factor Converg.
 FS1080;SPC AZ W     -   467,894.374   141,733.141   MT  0.99999654   -0 27 13.4
 FS1080;SPC AZ W     - 1,535,086.53    465,003.74   iFT  0.99999654   -0 27 13.4
 FS1080;SPC NV E     - 8,052,254.633   295,280.939   MT  1.00001185   +0 36 12.9
 FS1080;SPC NV E     -26,418,105.41    968,767.55   sFT  1.00001185   +0 36 12.9
 FS1080;UTM  11      - 3,899,837.099   724,205.584   MT  1.00021955   +1 25 15.9
 FS1080
 FS1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1080!SPC AZ W     -   0.99992910  x   0.99999654  =   0.99992564
 FS1080!SPC NV E     -   0.99992910  x   1.00001185  =   0.99994094
 FS1080!UTM  11      -   0.99992910  x   1.00021955  =   1.00014863
 FS1080
 FS1080|---------------------------------------------------------------------|
 FS1080| PID    Reference Object                     Distance      Geod. Az  |
 FS1080|                                                           dddmmss.s |
 FS1080| FS1081 BULLSHEAD CAIRN                       3.740 METERS 04441     |
 FS1080| FS1060 NUTT MOUNT CAIRN                    APPROX.22.0 KM 1302954.9 |
 FS1080| FS1062 AIRWAY BEACON TOWER                 APPROX.25.0 KM 1403228.3 |
 FS1080| FS1065 HARDY CAIRN                         APPROX.19.8 KM 1521517.1 |
 FS1080| FS1082 DAVIS DAM SO CAL EDISON STACK       APPROX. 9.3 KM 2121105.8 |
 FS1080| CC5284 BULLSHEAD RM 2                        3.209 METERS 23549     |
 FS1080| CC5283 BULLSHEAD RM 1                        2.447 METERS 32057     |
 FS1080| CC5285 BULLSHEAD RM 3                                     3453625.4 |
 FS1080|---------------------------------------------------------------------|
 FS1080
 FS1080                          SUPERSEDED SURVEY CONTROL
 FS1080
 FS1080  NAD 83(1986)-  35 12 59.54362(N)    114 32 12.28121(W) AD(       ) 1
 FS1080  NAD 27      -  35 12 59.54600(N)    114 32 09.40900(W) AD(       ) 1
 FS1080  NGVD 29 (07/19/86)  480.8    (m)         1577.     (f) VERT ANG       
 FS1080
 FS1080.Superseded values are not recommended for survey control.
 FS1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1080.See file dsdata.txt to determine how the superseded data were derived.
 FS1080
 FS1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2420699837(NAD 83)
 FS1080_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1080_SETTING: 66 = SET IN ROCK OUTCROP
 FS1080_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1080+STABILITY: POSITION/ELEVATION WELL
 FS1080
 FS1080  HISTORY     - Date     Condition        Report By
 FS1080  HISTORY     - 1934     MONUMENTED       CGS
 FS1080  HISTORY     - 1948     GOOD             CGS
 FS1080  HISTORY     - 1948     GOOD             USGS
 FS1080  HISTORY     - 1955     GOOD             CGS
 FS1080  HISTORY     - 1973     GOOD             NGS
 FS1080
 FS1080                          STATION DESCRIPTION
 FS1080
 FS1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1080'STATION IS 2-1/4 MILES E OF THE COLORADO RIVER ON THE HIGHEST
 FS1080'POINT OF ROCKY BLACK RANGE OF MOUNTAINS KNOWN LOCALLY AS
 FS1080'BULLSHEAD MOUNTAINS, 12 MILES A LITTLE E OF N OF OLD FORT
 FS1080'MOHAVE AND 1 MILE SE (140 DEGREES MAGNETIC) FROM THE KATHERINE
 FS1080'MINES STAMPMILL.  STATION IS 12.27 FEET SW OF THE ROCK CAIRN
 FS1080'WHICH IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 FS1080'
 FS1080'THE STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 FS1080'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1080'
 FS1080'REFERENCE MARK NO. 3 (AZIMUTH) IS 0.2 MILE NW OF THE END OF
 FS1080'A ROCKY RIDGE WHICH IS IN LINE WITH THE STATION AND KATHERINE
 FS1080'MILL.  MARK IS SET IN THE FACE OF A SLOPING ROCK.
 FS1080'
 FS1080'THE STATION IS BEST REACHED FROM KINGMAN BY W ON THE CHLORIDE
 FS1080'ROAD 6.0 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN
 FS1080'ROAD 24.3 MILES TOWARD KATHERINE AND TURN LEFT OFF MAIN
 FS1080'ROAD (THIS POINT IS ABOUT 1 MILE BEFORE REACHING THE KATHERINE
 FS1080'STAMPMILL), GO 0.1 MILE, TURN LEFT, GO 0.1 MILE, TURN RIGHT,
 FS1080'GO 0.4 MILE AND PASS UNDER TELEPHONE LINE, TAKE RIGHT FORK
 FS1080'100 FEET S OF TELEPHONE LINE, FOLLOW DIM ROAD 0.8 MILE TO
 FS1080'END OF TRUCK TRAVEL AT BASE OF PEAK.  CAIRN AT STATION IS
 FS1080'ABOUT 1/2 MILE, A LITTLE E OF S FROM HERE.  ABOUT 30-MINUTE
 FS1080'PACK.
 FS1080
 FS1080                          STATION RECOVERY (1948)
 FS1080
 FS1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1080'THE STATION IS ABOUT 2-1/2 MILES, AIRLINE, NORTHEAST OF DAVIS
 FS1080'DAM, 2-1/4 MILES EAST OF THE COLORADO RIVER, ON THE HIGHEST
 FS1080'PEAK OF A BLACK ROCKY RANGE OF MOUNTAINS KNOWN LOCALLY AS
 FS1080'THE BULLSHEAD MOUNTAINS.
 FS1080'
 FS1080'THE ROCK CAIRN WHICH WAS DESCRIBED IN THE ORIGINAL DESCRIPTION
 FS1080'AS A REFERENCE POINT HAS BEEN DESTROYED.  THE STATION MARK,
 FS1080'REFERENCE MARK NO. 1, AND THE AZIMUTH MARK ARE IN GOOD CONDITION.
 FS1080'REFERENCE MARK NO. 2 WAS ESTABLISHED AND IS DESCRIBED BELOW.
 FS1080'
 FS1080'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1080'IN BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND, IS STAMPED
 FS1080'BULLSHEAD 1934.  IT IS 4 FEET LOWER IN ELEVATION THAN THE
 FS1080'HIGHEST POINT ON THE PEAK WHICH IS 12 FEET NORTH OF THE STATION.
 FS1080'
 FS1080'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 FS1080'HOLE IN BEDROCK WHICH IS APPROXIMATELY THE SAME ELEVATION
 FS1080'AS THE STATION MARK, IS STAMPED BULLSHEAD NO 1 1934.
 FS1080'
 FS1080'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP
 FS1080'OF A MASS OF OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES
 FS1080'ON THE EAST SIDE AND 2 FEET ON THE WEST SIDE, IS STAMPED
 FS1080'BULLSHEAD NO 2 1948.
 FS1080'
 FS1080'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK CEMENTED
 FS1080'IN A DRILL HOLE IN THE TOP OF BED ROCK WHICH IS INCLINED ABOUT
 FS1080'30 DEGREES.  IT IS ON THE SOUTHERN SLOPE OF THE RIDGE WHICH
 FS1080'IS TRAVERSED TO REACH THE STATION AND IS ABOUT 0.2 MILE
 FS1080'SOUTHEAST OF THE SPOT WHERE TRUCK TRAVEL ENDS.  THERE IS
 FS1080'A ROCK CAIRN ON THE TOP OF THE RIDGE 6 FEET ABOVE AND 6 FEET
 FS1080'NORTH OF THE MARK.  THE DISK IS STAMPED BULLSHEAD NO 3 1934.
 FS1080'
 FS1080'TO REACH THE STATION FROM THE POST OFFICE AT DAVIS DAM ON
 FS1080'THE WEST SIDE OF THE COLORADO RIVER JUST SOUTHWEST OF THE
 FS1080'DAM SITE GO NORTH ALONG THE WEST SIDE OF THE RIVER 3/4 MILE
 FS1080'TO THE WEST END OF THE FOURTH BRIDGE UP STREAM.  TURN RIGHT
 FS1080'AND CROSS THE BRIDGE.  TAKE THE MIDDLE ROAD OF THREE AND
 FS1080'GO NORTH AND EAST ALONG THE EAST SIDE OF THE RIVER FOR 2.2
 FS1080'MILES TO A FORK.  TAKE THE RIGHT HAND ROAD AND GO 0.4 MILE
 FS1080'TO A TRACK ROAD LEFT.  TAKE THE TRACK ROAD LEFT WHICH SKIRTS
 FS1080'AROUND THE LEFT SIDE OF A GROUP OF LOW HILLS AND GO 0.4 MILE.
 FS1080'TURN EASTERLY ON A DIM TRACK ROAD AND GO UP A RIDGE FOR
 FS1080'0.4 MILE TO THE WESTERN BASE OF A MOUNTAIN AND THE END OF
 FS1080'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST TO A SPUR RIDGE
 FS1080'(THE AZIMUTH IS ABOUT HALF WAY UP THIS RIDGE) THENCE
 FS1080'EASTERLY UP THIS RIDGE TO A SMALL SADDLE IN THE MAIN
 FS1080'RIDGE.  TURN RIGHT, SOUTHERLY, ALONG THE TOP OF THE MAIN
 FS1080'RIDGE AND GO TO THE SUMMIT AND STATION.  A 1/2 HOUR PACK.
 FS1080
 FS1080                          STATION RECOVERY (1948)
 FS1080
 FS1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FS1080'RECOVERED IN GOOD CONDITION.
 FS1080
 FS1080                          STATION RECOVERY (1955)
 FS1080
 FS1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1080'RECOVERED - THE STATION AND THE REFERENCE MARKS WERE RECOVERED
 FS1080'IN GOOD CONDITION AS DESCRIBED BY F.A.R. IN 1948.  NO SEARCH
 FS1080'WAS MADE FOR THE AZIMUTH MARK.  THE DESCRIPTION IS ADEQUATE
 FS1080'EXCEPT FOR THE DIRECTIONS FOR REACHING THE STATION.  NEW
 FS1080'DIRECTIONS FOLLOW--
 FS1080'
 FS1080'TO REACH THE STATION FROM THE EAST SIDE OF DAVIS DAM, GO
 FS1080'EAST ON ARIZONA STATE HIGHWAY 68 FOR 0.4 MILE TO A PAVED
 FS1080'ROAD NORTH, LEADING TO THE BOAT LANDING ON THE EAST SIDE
 FS1080'OF LAKE.  PROCEED NORTHEASTERLY ALONG THE PAVED ROAD FOR
 FS1080'ABOUT 1.9 MILES TO THE NORTH SIDE OF THE MOUNTAIN RANGE.
 FS1080'FROM THIS POINT PACK SOUTHEASTERLY FOR ABOUT 0.3 MILE TO THE
 FS1080'HIGHEST PEAK IN THE AREA AND THE STATION.
 FS1080
 FS1080                          STATION RECOVERY (1973)
 FS1080
 FS1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1080'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FS1080'MARK (R.M. 3) WERE RECOVERED AS DESCRIBED IN 1948.  THE
 FS1080'ROUTE TO THE STATION IS ADEQUATE.  THE CAIRN NEAR THE STATION
 FS1080'HAS BEEN REMOVED.
 FS1080'
 FS1080'OWING TO A LATE EVENING STORM THE STATION WAS REACHED AFTER
 FS1080'DARK AND THE GROUND WORK WAS NOT COMPLETED.
 FS1080'
 FS1080'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS1080'
 FS1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 FS1080'NORTHEAST OF BULLHEAD CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1081 ***********************************************************************
 FS1081  DESIGNATION -  BULLSHEAD CAIRN
 FS1081  PID         -  FS1081
 FS1081  STATE/COUNTY-  AZ/MOHAVE
 FS1081  USGS QUAD   -  DAVIS DAM (1983)
 FS1081
 FS1081                         *CURRENT SURVEY CONTROL
 FS1081  ___________________________________________________________________
 FS1081* NAD 83(1992)-  35 12 59.62623(N)    114 32 12.18117(W)     ADJUSTED  
 FS1081* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 FS1081  ___________________________________________________________________
 FS1081  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FS1081  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FS1081
 FS1081  HORZ ORDER  -  THIRD
 FS1081
 FS1081.The horizontal coordinates were established by classical geodetic methods
 FS1081.and adjusted by the National Geodetic Survey in August 1993..
 FS1081
 FS1081.The orthometric height was scaled from a topographic map.
 FS1081
 FS1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1081
 FS1081.The geoid height was determined by GEOID03.
 FS1081
 FS1081;                    North         East     Units Scale Factor Converg.
 FS1081;SPC AZ W     -   467,897.013   141,735.792   MT  0.99999653   -0 27 13.3
 FS1081;SPC AZ W     - 1,535,095.19    465,012.44   iFT  0.99999653   -0 27 13.3
 FS1081;SPC CA 5     -   695,844.492 2,315,244.975   MT  0.99995504   +1 58 26.8
 FS1081;SPC CA 5     - 2,282,949.80  7,595,932.89   sFT  0.99995504   +1 58 26.8
 FS1081;SPC NV E     - 8,052,257.321   295,283.541   MT  1.00001185   +0 36 12.9
 FS1081;SPC NV E     -26,418,114.23    968,776.08   sFT  1.00001185   +0 36 12.9
 FS1081;UTM  11      - 3,899,839.824   724,208.147   MT  1.00021956   +1 25 15.9
 FS1081
 FS1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1081!SPC AZ W     -   0.99992922  x   0.99999653  =   0.99992575
 FS1081!SPC CA 5     -   0.99992922  x   0.99995504  =   0.99988426
 FS1081!SPC NV E     -   0.99992922  x   1.00001185  =   0.99994107
 FS1081!UTM  11      -   0.99992922  x   1.00021956  =   1.00014877
 FS1081
 FS1081                          SUPERSEDED SURVEY CONTROL
 FS1081
 FS1081  NAD 83(1986)-  35 12 59.62992(N)    114 32 12.17723(W) AD(       ) 4
 FS1081  NAD 27      -  35 12 59.63200(N)    114 32 09.30500(W) AD(       ) 3
 FS1081
 FS1081.Superseded values are not recommended for survey control.
 FS1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1081.See file dsdata.txt to determine how the superseded data were derived.
 FS1081
 FS1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2420899840(NAD 83)
 FS1081_MARKER: 72 = CAIRN
 FS1081
 FS1081  HISTORY     - Date     Condition        Report By
 FS1081  HISTORY     - 1934     FIRST OBSERVED   CGS
 FS1081
 FS1081                          STATION DESCRIPTION
 FS1081
 FS1081'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2226 ***********************************************************************
 DV2226  DESIGNATION -  BULLY
 DV2226  PID         -  DV2226
 DV2226  STATE/COUNTY-  AZ/MARICOPA
 DV2226  USGS QUAD   -  TOLLESON (1982)
 DV2226
 DV2226                         *CURRENT SURVEY CONTROL
 DV2226  ___________________________________________________________________
 DV2226* NAD 83(1992)-  33 27 36.59744(N)    112 22 30.06808(W)     ADJUSTED  
 DV2226* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 DV2226  ___________________________________________________________________
 DV2226  X           -  -2,027,715.765 (meters)                     COMP
 DV2226  Y           -  -4,925,701.801 (meters)                     COMP
 DV2226  Z           -   3,496,803.992 (meters)                     COMP
 DV2226  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DV2226  ELLIP HEIGHT-         280.68  (meters)          (06/11/02) GPS OBS
 DV2226  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2226
 DV2226  HORZ ORDER  -  FIRST
 DV2226  ELLP ORDER  -  FOURTH    CLASS II
 DV2226
 DV2226.The horizontal coordinates were established by GPS observations
 DV2226.and adjusted by the National Geodetic Survey in August 1993..
 DV2226
 DV2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2226
 DV2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2226
 DV2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2226
 DV2226.The ellipsoidal height was determined by GPS observations
 DV2226.and is referenced to NAD 83.
 DV2226
 DV2226.The geoid height was determined by GEOID03.
 DV2226
 DV2226;                    North         East     Units Scale Factor Converg.
 DV2226;SPC AZ C     -   272,876.747   170,753.328   MT  0.99992237   -0 15 09.8
 DV2226;SPC AZ C     -   895,264.92    560,214.33   iFT  0.99992237   -0 15 09.8
 DV2226;UTM  12      - 3,703,148.367   372,217.539   MT  0.99980131   -0 45 29.6
 DV2226
 DV2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2226!SPC AZ C     -   0.99995594  x   0.99992237  =   0.99987831
 DV2226!UTM  12      -   0.99995594  x   0.99980131  =   0.99975726
 DV2226
 DV2226                          SUPERSEDED SURVEY CONTROL
 DV2226
 DV2226  ELLIP H (08/23/93)  280.82   (m)                       GP(       ) 4 2
 DV2226  NAD 83(1986)-  33 27 36.59182(N)    112 22 30.07418(W) AD(       ) 1
 DV2226  NGVD 29 (09/11/89)  310.3    (m)         1018.     (f) GPS OBS        
 DV2226
 DV2226.Superseded values are not recommended for survey control.
 DV2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2226.See file dsdata.txt to determine how the superseded data were derived.
 DV2226
 DV2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7221803148(NAD 83)
 DV2226_MARKER: DD = SURVEY DISK
 DV2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2226+STABILITY: SURFACE MOTION
 DV2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2226+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2226
 DV2226  HISTORY     - Date     Condition        Report By
 DV2226  HISTORY     - 1986     MONUMENTED       AZDT
 DV2226
 DV2226                          STATION DESCRIPTION
 DV2226
 DV2226'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2226'THE STATION IS LOCATED ABOUT 3.24 KM (2.0 MI) NORTH-NORTHWEST OF
 DV2226'GOODYEAR, ARIZONA.
 DV2226'
 DV2226'TO REACH THE STATION FROM THE INTERSECTION OF LITCHFIELD ROAD
 DV2226'AND YUMA ROAD IN GOODYEAR, ARIZONA, GO NORTH ON LITCHFIELD ROAD
 DV2226'FOR 2.43 KM (1.5 MI) TO THE INTERSECTION OF LITCHFIELD ROAD AND
 DV2226'INTERSTATE HWY. 10, TURN WEST ON INTERSTATE HWY. 10 FOR 1.62 KM
 DV2226'(1.0 MI) TO THE INTERSECTION OF BULLARD AVENUE AND INTERSTATE HWY.
 DV2226'10 TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 DV2226'
 DV2226'THE STATION IS A STANDARD A.G.S. DISK
 DV2226'STAMPED---BULLY 1986---,
 DV2226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2226'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2226'1.31 METERS (4.3 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2226'1.40 METERS (4.6 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2226'2.65 METERS (8.7 FT) EAST FROM A CHAIN LINK FENCE,
 DV2226'10.97 METERS (36.0 FT) SOUTH FROM THE WEST BOUND GUARD RAIL OF
 DV2226'INTERSTATE HWY. 10,
 DV2226'16.76 METERS (55.0 FT) NORTH FROM THE EAST BOUND CENTERLINE OF
 DV2226'INTERSTATE HWY. 10.
 DV2226'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2226'STAMPED---BULLY 1986---,
 DV2226'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0254 ***********************************************************************
 ET0254  DESIGNATION -  BUM
 ET0254  PID         -  ET0254
 ET0254  STATE/COUNTY-  AZ/YAVAPAI
 ET0254  USGS QUAD   -  BUMBLE BEE (1969)
 ET0254
 ET0254                         *CURRENT SURVEY CONTROL
 ET0254  ___________________________________________________________________
 ET0254* NAD 83(1992)-  34 09 42.62695(N)    112 09 02.03263(W)     ADJUSTED  
 ET0254* NAVD 88     -       999.24   (+/-2cm)    3278.3    (feet)  VERTCON   
 ET0254  ___________________________________________________________________
 ET0254  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 ET0254  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0254
 ET0254  HORZ ORDER  -  SECOND
 ET0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0254
 ET0254.The horizontal coordinates were established by classical geodetic methods
 ET0254.and adjusted by the National Geodetic Survey in August 1993..
 ET0254
 ET0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0254.The vertical order pertains to the NGVD 29 superseded value.
 ET0254
 ET0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0254
 ET0254.The geoid height was determined by GEOID03.
 ET0254
 ET0254;                    North         East     Units Scale Factor Converg.
 ET0254;SPC AZ C     -   350,628.779   191,794.588   MT  0.99990573   -0 07 52.8
 ET0254;SPC AZ C     - 1,150,356.89    629,247.34   iFT  0.99990573   -0 07 52.8
 ET0254;UTM  12      - 3,780,698.789   393,947.125   MT  0.99973864   -0 38 46.1
 ET0254
 ET0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0254!SPC AZ C     -   0.99984750  x   0.99990573  =   0.99975325
 ET0254!UTM  12      -   0.99984750  x   0.99973864  =   0.99958618
 ET0254
 ET0254|---------------------------------------------------------------------|
 ET0254| PID    Reference Object                     Distance      Geod. Az  |
 ET0254|                                                           dddmmss.s |
 ET0254| ET0255 BUM RM 1                              9.316 METERS 07811     |
 ET0254| ET0932 A 2                                 APPROX. 1.3 KM 1713716.7 |
 ET0254| ET0253 BUM RM 2                              7.238 METERS 21104     |
 ET0254|---------------------------------------------------------------------|
 ET0254
 ET0254                          SUPERSEDED SURVEY CONTROL
 ET0254
 ET0254  NAD 83(1986)-  34 09 42.62151(N)    112 09 02.03374(W) AD(       ) 2
 ET0254  NAD 27      -  34 09 42.50120(N)    112 08 59.45750(W) AD(       ) 2
 ET0254  NGVD 29 (??/??/92)  998.596  (m)         3276.23   (f) ADJ UNCH    2 0
 ET0254
 ET0254.Superseded values are not recommended for survey control.
 ET0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0254.See file dsdata.txt to determine how the superseded data were derived.
 ET0254
 ET0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9394780699(NAD 83)
 ET0254_MARKER: DS = TRIANGULATION STATION DISK
 ET0254_SETTING: 66 = SET IN ROCK OUTCROP
 ET0254_SP_SET: BEDROCK
 ET0254_STAMPING: BUM 1958
 ET0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0254+STABILITY: POSITION/ELEVATION WELL
 ET0254
 ET0254  HISTORY     - Date     Condition        Report By
 ET0254  HISTORY     - 1959     MONUMENTED       CGS
 ET0254  HISTORY     - 1959     GOOD             NGS
 ET0254
 ET0254                          STATION DESCRIPTION
 ET0254
 ET0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0254'THE STATION IS LOCATED ON THE SOUTH END OF A RIDGE THAT
 ET0254'OVERLOOKS BLACK CANYON TO THE SOUTH AND WEST, 7 MILES NORTH
 ET0254'OF THE TOWN OF BLACK CANYON, 3 MILES SOUTH OF BUMBLE BEE,
 ET0254'2 MILES SOUTH OF SUNSET POINT AND 1/4 MILE WEST OF STATE
 ET0254'HIGHWAY 69.
 ET0254'
 ET0254'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0254'GO NORTH ON STATE HIGHWAY 69 FOR 7.3 MILES TO A POINT WHERE
 ET0254'THE HIGHWAY LEAVES A DEEP ROCK CUT AND A TRACK ROAD ON THE
 ET0254'LEFT, TURN LEFT, GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY
 ET0254'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW
 ET0254'THE TRACK ROAD SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, FOLLOW
 ET0254'THE TRACK ROAD ALONG THE FENCE FOR 0.15 MILE TO A WIRE GATE.
 ET0254'PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTHWEST
 ET0254'FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET0254'SOUTH ALONG THE RIDGE FOR ABOUT 10 MINUTES TO THE SOUTH END
 ET0254'OF THE RIDGE AND THE STATION.
 ET0254'
 ET0254'THE STATION MARK, STAMPED BUM 1958, IS A STANDARD DISK CEMENTED
 ET0254'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE
 ET0254'OF THE GROUND AND IS 5.8 FEET SOUTH OF A WITNESS POST.
 ET0254'
 ET0254'REFERENCE MARK NO. 1, STAMPED BUM NO 1 1958, IS A STANDARD
 ET0254'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0254'1 FOOT AND IS 30.8 FEET EAST OF A WITNESS POST.
 ET0254'
 ET0254'REFERENCE MARK NO. 2, STAMPED BUM NO 2 1958, IS A STANDARD
 ET0254'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0254'8 INCHES AND IS 29.1 FEET SOUTHWEST OF A WITNESS POST.
 ET0254'
 ET0254'STATION A 2 CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 ET0254'THEREOF).
 ET0254
 ET0254                          STATION RECOVERY (1959)
 ET0254
 ET0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0254'7.0 MI N FROM BLACK CANYON.
 ET0254'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0254'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0254'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0254'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0254'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0254'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0254'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 5.8 FEET SOUTH OF THE
 ET0254'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 ET0254'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0255 ***********************************************************************
 ET0255  DESIGNATION -  BUM RM 1
 ET0255  PID         -  ET0255
 ET0255  STATE/COUNTY-  AZ/YAVAPAI
 ET0255  USGS QUAD   -  BUMBLE BEE (1969)
 ET0255
 ET0255                         *CURRENT SURVEY CONTROL
 ET0255  ___________________________________________________________________
 ET0255* NAD 83(1986)-  34 09 42.     (N)    112 09 02.     (W)     SCALED    
 ET0255* NAVD 88     -       998.72   (+/-2cm)    3276.6    (feet)  VERTCON   
 ET0255  ___________________________________________________________________
 ET0255  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0255
 ET0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0255
 ET0255.The horizontal coordinates were scaled from a topographic map and have
 ET0255.an estimated accuracy of +/- 6 seconds.
 ET0255
 ET0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0255.The vertical order pertains to the NGVD 29 superseded value.
 ET0255
 ET0255.The geoid height was determined by GEOID03.
 ET0255
 ET0255;                    North         East    Units  Estimated Accuracy
 ET0255;SPC AZ C     -   350,610.      191,800.      MT  (+/- 180 meters Scaled)
 ET0255
 ET0255                          SUPERSEDED SURVEY CONTROL
 ET0255
 ET0255  NGVD 29 (??/??/92)  998.071  (m)         3274.50   (f) ADJ UNCH    2 0
 ET0255
 ET0255.Superseded values are not recommended for survey control.
 ET0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0255.See file dsdata.txt to determine how the superseded data were derived.
 ET0255
 ET0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939806(NAD 83)
 ET0255_MARKER: DR = REFERENCE MARK DISK
 ET0255_SETTING: 80 = SET IN A BOULDER
 ET0255_SP_SET: BOULDER
 ET0255_STAMPING: BUM NO 1958
 ET0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0255+STABILITY: SURFACE MOTION
 ET0255
 ET0255  HISTORY     - Date     Condition        Report By
 ET0255  HISTORY     - 1958     MONUMENTED       CGS
 ET0255  HISTORY     - 1959     GOOD             NGS
 ET0255
 ET0255                          STATION DESCRIPTION
 ET0255
 ET0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0255'7.0 MI N FROM BLACK CANYON.
 ET0255'7.3 MILES NORTH ALONG STATE HIGHWY 69 FROM THE POST OFFICE IN BLACK
 ET0255'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0255'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0255'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0255'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0255'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0255'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 30.8 FEET EAST OF THE
 ET0255'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ET0255'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0253 ***********************************************************************
 ET0253  DESIGNATION -  BUM RM 2
 ET0253  PID         -  ET0253
 ET0253  STATE/COUNTY-  AZ/YAVAPAI
 ET0253  USGS QUAD   -  BUMBLE BEE (1969)
 ET0253
 ET0253                         *CURRENT SURVEY CONTROL
 ET0253  ___________________________________________________________________
 ET0253* NAD 83(1986)-  34 09 42.     (N)    112 09 02.     (W)     SCALED    
 ET0253* NAVD 88     -       999.48   (+/-2cm)    3279.1    (feet)  VERTCON   
 ET0253  ___________________________________________________________________
 ET0253  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0253
 ET0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0253
 ET0253.The horizontal coordinates were scaled from a topographic map and have
 ET0253.an estimated accuracy of +/- 6 seconds.
 ET0253
 ET0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0253.The vertical order pertains to the NGVD 29 superseded value.
 ET0253
 ET0253.The geoid height was determined by GEOID03.
 ET0253
 ET0253;                    North         East    Units  Estimated Accuracy
 ET0253;SPC AZ C     -   350,610.      191,800.      MT  (+/- 180 meters Scaled)
 ET0253
 ET0253                          SUPERSEDED SURVEY CONTROL
 ET0253
 ET0253  NGVD 29 (??/??/92)  998.835  (m)         3277.01   (f) ADJ UNCH    2 0
 ET0253
 ET0253.Superseded values are not recommended for survey control.
 ET0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0253.See file dsdata.txt to determine how the superseded data were derived.
 ET0253
 ET0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939806(NAD 83)
 ET0253_MARKER: DR = REFERENCE MARK DISK
 ET0253_SETTING: 80 = SET IN A BOULDER
 ET0253_SP_SET: BOULDER
 ET0253_STAMPING: BUM NO 2 1958
 ET0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0253+STABILITY: SURFACE MOTION
 ET0253
 ET0253  HISTORY     - Date     Condition        Report By
 ET0253  HISTORY     - 1958     MONUMENTED       CGS
 ET0253  HISTORY     - 1959     GOOD             NGS
 ET0253
 ET0253                          STATION DESCRIPTION
 ET0253
 ET0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0253'7.0 MI N FROM BLACK CANYON.
 ET0253'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0253'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0253'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0253'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0253'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0253'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0253'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 29 FEET SOUTHWEST OF
 ET0253'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0253'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2148 ***********************************************************************
 DV2148  DESIGNATION -  BUMP
 DV2148  PID         -  DV2148
 DV2148  STATE/COUNTY-  AZ/MARICOPA
 DV2148  USGS QUAD   -  COTTON CENTER SE (1973)
 DV2148
 DV2148                         *CURRENT SURVEY CONTROL
 DV2148  ___________________________________________________________________
 DV2148* NAD 83(1992)-  33 02 29.65611(N)    112 35 59.15858(W)     ADJUSTED  
 DV2148* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 DV2148  ___________________________________________________________________
 DV2148  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DV2148  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV2148
 DV2148  HORZ ORDER  -  SECOND
 DV2148
 DV2148.The horizontal coordinates were established by classical geodetic methods
 DV2148.and adjusted by the National Geodetic Survey in August 1993..
 DV2148
 DV2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2148
 DV2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2148
 DV2148.The geoid height was determined by GEOID03.
 DV2148
 DV2148;                    North         East     Units Scale Factor Converg.
 DV2148;SPC AZ C     -   226,568.904   149,557.863   MT  0.99995017   -0 22 20.9
 DV2148;SPC AZ C     -   743,336.30    490,675.40   iFT  0.99995017   -0 22 20.9
 DV2148;UTM  12      - 3,657,032.807   350,618.690   MT  0.99987514   -0 52 20.7
 DV2148
 DV2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2148!SPC AZ C     -   0.99995056  x   0.99995017  =   0.99990073
 DV2148!UTM  12      -   0.99995056  x   0.99987514  =   0.99982570
 DV2148
 DV2148|---------------------------------------------------------------------|
 DV2148| PID    Reference Object                     Distance      Geod. Az  |
 DV2148|                                                           dddmmss.s |
 DV2148| CH4894 BUMP RM 1                             7.143 METERS 24736     |
 DV2148| DV2149 80 128 5                            APPROX. 4.3 KM 2884443.3 |
 DV2148| CH4895 BUMP RM 2                             8.083 METERS 35549     |
 DV2148|---------------------------------------------------------------------|
 DV2148
 DV2148                          SUPERSEDED SURVEY CONTROL
 DV2148
 DV2148  NAD 83(1986)-  33 02 29.64922(N)    112 35 59.16241(W) AD(       ) 2
 DV2148  NAD 27      -  33 02 29.48979(N)    112 35 56.57832(W) AD(       ) 2
 DV2148  NGVD 29 (07/19/86)  345.4    (m)         1133.     (f) VERT ANG       
 DV2148
 DV2148.Superseded values are not recommended for survey control.
 DV2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2148.See file dsdata.txt to determine how the superseded data were derived.
 DV2148
 DV2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5061957033(NAD 83)
 DV2148_MARKER: DS = TRIANGULATION STATION DISK
 DV2148_SETTING: 80 = SET IN A BOULDER
 DV2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2148+STABILITY: SURFACE MOTION
 DV2148
 DV2148  HISTORY     - Date     Condition        Report By
 DV2148  HISTORY     - 1949     MONUMENTED       USGS
 DV2148  HISTORY     - 1973     GOOD             USGS
 DV2148  HISTORY     - 1974     GOOD             AZDT
 DV2148
 DV2148                          STATION DESCRIPTION
 DV2148
 DV2148'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV2148'STATION MARK--STANDARD BRONZE TABLET STAMPED---BUMP 1949---, IN TOP
 DV2148'OF NATURALLY-EMBEDDED BOULDER.
 DV2148'
 DV2148'RM 1--STANDARD RM TABLET STAMPED---NO 1---, IN TOP OF BOULDER.
 DV2148'
 DV2148'RM 2--STANDARD RM TABLET STAMPED---NO 2---, IN SLOPING FACE OF ROCK
 DV2148'OUTCROP.
 DV2148
 DV2148                          STATION RECOVERY (1973)
 DV2148
 DV2148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2148'RECOVERED AS DESCRIBED BY USGS.
 DV2148'
 DV2148'LOCATED ABOUT 9.5 MI NE. OF GILA BEND, ABOUT 5.2 MI N. OF
 DV2148'SOUTHERN PACIFIC RR. TRACKS, ABOUT 5.0 MI SE. OF COTTON CENTER,
 DV2148'ABOUT 2.7 MI E. OF U.S. HWY. 80.  ON HIGHEST POINT OF SMALL ROCKY
 DV2148'TOP.
 DV2148'
 DV2148'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV2148'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT 1.4 MI E. ON
 DV2148'PIMA ST. (U.S. HWY. 80) TO T-RD.  TURN RIGHT (S.) ON MARICOPA RD.
 DV2148'THEN E. ALONG SOUTHERN PACIFIC RR. ON GRADED RD. 4.8 MI TO T-RD.
 DV2148'TURN LEFT 3.0 MI N. (AT THIS POINT RD. BENDS RIGHT NE.), CONTINUE
 DV2148'N. ALONG DIM RD. FOLLOWING MILITARY CABLE LINE 1.6 MI TO TOWNSHIP
 DV2148'CORNER 36/4S/4W, CONTINUE 0.7 MI N. ON DIM RD.  TURN RIGHT 1.0 MI
 DV2148'E. CROSS-COUNTRY ALONG RIDGE.  TURN LEFT CROSSING WASH 0.1 MI N.
 DV2148'TO END OF TRUCK TRAVEL.  PACK N. TO TOP AND STATION.  ABOUT A
 DV2148'5-MINUTE PACK.
 DV2148
 DV2148                          STATION RECOVERY (1974)
 DV2148
 DV2148'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2148'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH EAST OF GILA BEND
 DV2148'AND 2.5 MILES EAST OF HIGHWAY U.S. 80.  THE STATION IS ON THE
 DV2148'HIGHEST POINT OF A SMALL ROCKY HILL (BUMPHILL).
 DV2148'
 DV2148'THE STATION MARK IS A STANDARD USGS BRASS DISK STAMPED BUMP 1949
 DV2148'AND IS CEMENTED TO THE TOP OF A GRANITE OUTCROP.  THE MARK
 DV2148'IS 15 FEET NORTH OF THE SOUTH EDGE AND 30 FEET SOUTH OF NORTH
 DV2148'EDGE OF HILL TOP.
 DV2148'
 DV2148'REFERENCE MARK 1 IS A STANDARD USGS BRASS DISK STAMPED RM 1 AND IS
 DV2148'CEMENTED TO A 2 FOOT BY 3 FOOT GRANITE OUTCROP.
 DV2148'
 DV2148'REFERENCE MARK 2 IS A STANDARD USGS BRASS DISK STAMPED RM 2 AND
 DV2148'IS CEMENTED TO A GRANITE BOULDER 1 X 2 X 4.5 FEET. THE MARK IS 10
 DV2148'FEET SOUTH OF NORTH EDGE AND 40 FEET NORTH OF SOUTH EDGE OF HILL.
 DV2148'
 DV2148'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON U.S. 84
 DV2148'GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2148'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 5.65 MILES
 DV2148'TO GATE ON THE RIGHT (EAST) AND FOLLOW DIM TRACK ROAD EASTERLY
 DV2148'FOR 2 MILES TO JUNCTION OF SECTION LINE ROAD (N-S), TURN LEFT
 DV2148'(NORTH) CROSSING 10 FOOT WIDE DRY WASH, CONTINUE NORTH FOR 1/2
 DV2148'MILE TO LOW RIDGE AND A DIM TRACK ROAD EASTERLY, TURN RIGHT
 DV2148'AND FOLLOW DIM TRACKS FOR 1.2 MILES TO SOUTH EAST RIDGE OF BUMP
 DV2148'HILL.  PACK WESTERLY TO STATION, A 15 MINUTE PACK.  A
 DV2148'4-WHEEL DRIVE VEHICLE NEEDED AFTER JUNCTION WITH SECTION LINE
 DV2148'ROAD.
 DV2148'
 DV2148'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2357 ***********************************************************************
 CZ2357  DESIGNATION -  BUR
 CZ2357  PID         -  CZ2357
 CZ2357  STATE/COUNTY-  AZ/PINAL
 CZ2357  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2357
 CZ2357                         *CURRENT SURVEY CONTROL
 CZ2357  ___________________________________________________________________
 CZ2357* NAD 83(1992)-  32 46 01.14619(N)    111 59 26.40619(W)     ADJUSTED  
 CZ2357* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 CZ2357  ___________________________________________________________________
 CZ2357  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CZ2357  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ2357
 CZ2357  HORZ ORDER  -  SECOND
 CZ2357
 CZ2357.The horizontal coordinates were established by classical geodetic methods
 CZ2357.and adjusted by the National Geodetic Survey in August 1993..
 CZ2357
 CZ2357.The orthometric height was scaled from a topographic map.
 CZ2357
 CZ2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2357
 CZ2357.The geoid height was determined by GEOID03.
 CZ2357
 CZ2357;                    North         East     Units Scale Factor Converg.
 CZ2357;SPC AZ C     -   195,914.636   206,426.873   MT  0.99990059   -0 02 24.2
 CZ2357;SPC AZ C     -   642,764.55    677,253.52   iFT  0.99990059   -0 02 24.2
 CZ2357;UTM  12      - 3,625,889.550   407,211.462   MT  0.99970616   -0 32 10.4
 CZ2357
 CZ2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2357!SPC AZ C     -   0.99991425  x   0.99990059  =   0.99981485
 CZ2357!UTM  12      -   0.99991425  x   0.99970616  =   0.99962044
 CZ2357
 CZ2357|---------------------------------------------------------------------|
 CZ2357| PID    Reference Object                     Distance      Geod. Az  |
 CZ2357|                                                           dddmmss.s |
 CZ2357| CH4897 BUR RM 1                             11.780 METERS 00816     |
 CZ2357| CH4896 T7S R4E SECS 31 32 PIR                             0842947.9 |
 CZ2357| CZ2288 CHUI CHUISCHU VILLAGE TANK          APPROX.19.8 KM 0945735.7 |
 CZ2357| CH4898 BUR RM 2                              8.815 METERS 20429     |
 CZ2357|---------------------------------------------------------------------|
 CZ2357
 CZ2357                          SUPERSEDED SURVEY CONTROL
 CZ2357
 CZ2357  NAD 83(1986)-  32 46 01.13840(N)    111 59 26.40656(W) AD(       ) 2
 CZ2357  NAD 27      -  32 46 00.94900(N)    111 59 23.92800(W) AD(       ) 2
 CZ2357
 CZ2357.Superseded values are not recommended for survey control.
 CZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2357.See file dsdata.txt to determine how the superseded data were derived.
 CZ2357
 CZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0721125890(NAD 83)
 CZ2357_MARKER: DS = TRIANGULATION STATION DISK
 CZ2357_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2357
 CZ2357  HISTORY     - Date     Condition        Report By
 CZ2357  HISTORY     - 1936     MONUMENTED       CGS
 CZ2357  HISTORY     - 1960     GOOD             CGS
 CZ2357  HISTORY     - 1968     GOOD             AMS
 CZ2357  HISTORY     - 1973     GOOD             NGS
 CZ2357
 CZ2357                          STATION DESCRIPTION
 CZ2357
 CZ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2357'ON TOP OF A LOW ROCKY HILL WHICH IS THE SMALLES TAND MOST
 CZ2357'NORTHERLY OF A GROUP OF LOW HILLS ABOUT 8 MILES EAST OF TABLE TOP
 CZ2357'MOUNTAIN.  IT IS NEAR THE NORTH SIDE OF SEC. 6, T. 8 S., R. 4 W.,
 CZ2357'AND ABOUT 125 YARDS SOUTH OF THE PAPAGO INDIAN RESERVATION LINE.
 CZ2357'MARKED BY A STANDARD BRONZE DISK.
 CZ2357'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ2357'IS 11.781 METERS (38.65 FEET) FROM STATION.
 CZ2357'REFERENCE MARK NO. 2 A STANDARD BRONZE
 CZ2357'REFERENCE DISK IS 8.810 METERS (28.90 FEET)
 CZ2357'FROM STATION.  THE AZIMUTH
 CZ2357'MARK, A GENERAL LAND OFFICE IRON PIPE SECTION CORNER
 CZ2357'MARKER, IS ABOUT 0.2 MILE EAST OF A WIRE GATE, AND IS
 CZ2357'SET IN THEWIRE BOUNDARY FENCE.  THE MARK IS STAMPED T.
 CZ2357'7 S., R. 4 E SECTIONS 31-32, P.I.R., AND IS ABOUT 0.5 MILE
 CZ2357'FROM STATION.
 CZ2357
 CZ2357                          STATION RECOVERY (1960)
 CZ2357
 CZ2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2357'LOCATED ON THE SMALLEST AND MOST NORTHERLY OF A GROUP OF LOW
 CZ2357'HILLS ABOUT 8 MILES EAST OF TABLE TOP MOUNTAIN AND 8 MILES
 CZ2357'SOUTH OF STANFIELD.
 CZ2357'
 CZ2357'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD, GO
 CZ2357'WEST ON ARIZONA STATE HIGHWAY 84 FOR 1.6 MILES TO HIGHWAY
 CZ2357'MILEPOST 164 AND A ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED
 CZ2357'ROAD SOUTH FOR 2.6 MILES TO A SECTION CORNER MARKER ON THE LEFT
 CZ2357'AND BENCH MARK L-297 ON THE RIGHT.  CONTINUE SOUTH, FOLLOWING
 CZ2357'THE FENCE AND TRACK ROAD FOR 2.0 MILES TO A FENCE CORNER AND
 CZ2357'CORRALS, GO THROUGH THE LEFT OF TWO WIRE GATES AND CONTINUE
 CZ2357'SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 3.0 MILES TO AN
 CZ2357'EAST-WEST FENCE THAT IS THE NORTHERN BOUNDARY OF THE PAPAGO
 CZ2357'INDIAN RESERVATION.  TURN LEFT ALONG THE FENCE AND GO EAST
 CZ2357'FOR 0.4 MILE TO THE BASE OF THE HILL AND THE END OF TRUCK
 CZ2357'TRAVEL.  THE SECTION CORNER MARKER USED AS AN AZIMUTH IS
 CZ2357'REACHED FROM HERE BY FOLLOWING A DIM TRACK ROAD AROUND THE
 CZ2357'NORTHERN PERIMETER OF THE BASE OF THE HILL TO THE BOUNDARY
 CZ2357'FENCE, AND THEN EAST FOR A TOTAL DISTANCE OF 1.0 MILE.
 CZ2357'FROM THE END OF TRUCK TRAVEL, PACK EAST ALONG THE FENCE TO THE
 CZ2357'SADDLE AND THEN SOUTH TO THE HIGHEST PART OF THE HILL AND
 CZ2357'THE STATION, ABOUT A 20 MINUTE PACK.
 CZ2357'
 CZ2357'THE STATION MARK IS A STANDARD DISK STAMPED BUR 1936, SET IN A
 CZ2357'DRILL HOLE IN BEDROCK THAT IS FLUSH.
 CZ2357'
 CZ2357'R.M. 1 IS A STANDARD DISK STAMPED BUR NO 1 1936, SET IN A DRILL
 CZ2357'HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 CZ2357'
 CZ2357'R.M. 2 IS A STANDARD DISK STAMPED BUR NO 2 1936, SET IN A DRILL
 CZ2357'HOLE IN BEDROCK THAT PROJECTS 1 FOOT.
 CZ2357'
 CZ2357'THE AZIMUTH MARK IS A G.L.O. SECTION CORNER MARKER THAT PROJECTS
 CZ2357'10 INCHES, IT IS IN THE BOUNDARY FENCE AND IS STAMPED T 7 S R 4 E
 CZ2357'S31 S32 P I R. 1915.
 CZ2357
 CZ2357                          STATION RECOVERY (1968)
 CZ2357
 CZ2357'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 CZ2357'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK WERE
 CZ2357'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  DESCRIPTION
 CZ2357'ADEQUATE.  (TO REACH)
 CZ2357'
 CZ2357'AN ERROR OF 90 DEG WAS FOUND IN PUB. DIRECTION TO R.M. NO. 2,
 CZ2357'APPARENTLY TYPOGRAPHICAL IN NATURE.
 CZ2357'
 CZ2357'CHECK DISTANCE TO R.M.S.
 CZ2357'
 CZ2357'PUB. DIST. R.M. NO. 1 38.65 FT. OR 11.780 M.  CHECK DIST. 11.782 M.
 CZ2357'
 CZ2357'PUB DIST. R.M. NO. 2 28.92 FT. OR 8.815 M.  CHECK DIST. 8.808 M.
 CZ2357
 CZ2357                          STATION RECOVERY (1973)
 CZ2357
 CZ2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ2357'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CZ2357'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE
 CZ2357'STATION FOLLOWS.
 CZ2357'
 CZ2357'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD GO SOUTH
 CZ2357'ALONG STANFIELD ROAD FOR 3.6 MILES TO THE I-8 OVERCROSSING,
 CZ2357'CONTINUE SOUTH FOR 4.2 MILES TO A CATTLE GUARD AND A HIGH LINE.
 CZ2357'TURN RIGHT ON A TRACK ROAD WHICH LEADS WEST ALONG THE NORTH
 CZ2357'SIDE OF THE FENCE FOR 1.1 MILES TO THE AZIMUTH MARK IN THE FENCE
 CZ2357'LINE, CONTINUE WEST FOR ABOUT 1/2 MILE TO THE BASE OF THE FIRST
 CZ2357'HILL AND END OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF HILL
 CZ2357'AND STATION.  (ABOUT A 20 MINUTE PACK)
 CZ2357'
 CZ2357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CZ2357'SOUTH OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1153 ***********************************************************************
 CY1153  DESIGNATION -  BUREAU OF STANDARDS SHORT MAST
 CY1153  PID         -  CY1153
 CY1153  STATE/COUNTY-  AZ/COCHISE
 CY1153  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1153
 CY1153                         *CURRENT SURVEY CONTROL
 CY1153  ___________________________________________________________________
 CY1153* NAD 83(1992)-  32 10 57.40117(N)    109 26 01.78400(W)     ADJUSTED  
 CY1153* NAVD 88     -                                                        
 CY1153  ___________________________________________________________________
 CY1153  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CY1153  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CY1153
 CY1153  HORZ ORDER  -  THIRD
 CY1153
 CY1153.The horizontal coordinates were established by classical geodetic methods
 CY1153.and adjusted by the National Geodetic Survey in August 1993..
 CY1153
 CY1153
 CY1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1153
 CY1153.The geoid height was determined by GEOID03.
 CY1153
 CY1153;                    North         East     Units Scale Factor Converg.
 CY1153;SPC AZ E     -   131,349.882   282,464.456   MT  0.99995887   +0 23 25.2
 CY1153;SPC AZ E     -   430,937.93    926,720.66   iFT  0.99995887   +0 23 25.2
 CY1153;UTM  12      - 3,561,752.053   647,647.300   MT  0.99986884   +0 50 03.6
 CY1153
 CY1153                          SUPERSEDED SURVEY CONTROL
 CY1153
 CY1153  NAD 83(1986)-  32 10 57.39820(N)    109 26 01.78125(W) AD(       ) 4
 CY1153  NAD 27      -  32 10 57.10700(N)    109 25 59.55800(W) AD(       ) 3
 CY1153
 CY1153.Superseded values are not recommended for survey control.
 CY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1153.See file dsdata.txt to determine how the superseded data were derived.
 CY1153
 CY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4764761752(NAD 83)
 CY1153_MARKER: 42 = RADIO/TV MAST
 CY1153
 CY1153  HISTORY     - Date     Condition        Report By
 CY1153  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1153
 CY1153                          STATION DESCRIPTION
 CY1153
 CY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1153'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BOWIE.
 CY1153'
 CY1153'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE, GO SOUTH
 CY1153'0.1 MILE TO THE TRAFFIC SIGNAL, TURN LEFT AND GO EAST ON
 CY1153'THE MAIN ROAD FOR 0.2 MILE TO A ROAD RIGHT AND SIGN CHIRICAHUA
 CY1153'NATIONAL MONUMENT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO
 CY1153'A FORK, TAKE THE MAIN ROAD SOUTHEAST FOR 10.4 MILES, TURN LEFT
 CY1153'AND GO EAST FOR 300 FEET TO THE TOWERS AND THE STATION.
 CY1153'
 CY1153'CENTER OF BOTH MASTS WERE TAKEN.  THEY ARE TEMPORARY MASTS
 CY1153'OF THE DEPARTMENT OF COMMERCE BUREAU OF STANDARDS EXPERIMENTAL
 CY1153'STATION.  THE HIGH TOWER, WITH FLASHING RED LIGHTS, IS
 CY1153'APPROXIMATELY 200 FEET TALL, THE LOW TOWER, WITH STEADY RED LIGHTS,
 CY1153'IS APPROXIMATELY 100 FEET TALL.  THEY ARE SET ON A
 CY1153'CONCRETE BASE THAT WILL REMAIN AFTER THE MASTS ARE
 CY1153'DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1156 ***********************************************************************
 CY1156  DESIGNATION -  BUREAU OF STANDARDS TALL MAST
 CY1156  PID         -  CY1156
 CY1156  STATE/COUNTY-  AZ/COCHISE
 CY1156  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1156
 CY1156                         *CURRENT SURVEY CONTROL
 CY1156  ___________________________________________________________________
 CY1156* NAD 83(1992)-  32 10 56.30932(N)    109 25 58.52987(W)     ADJUSTED  
 CY1156* NAVD 88     -                                                        
 CY1156  ___________________________________________________________________
 CY1156  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CY1156  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CY1156
 CY1156  HORZ ORDER  -  THIRD
 CY1156
 CY1156.The horizontal coordinates were established by classical geodetic methods
 CY1156.and adjusted by the National Geodetic Survey in August 1993..
 CY1156
 CY1156
 CY1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1156
 CY1156.The geoid height was determined by GEOID03.
 CY1156
 CY1156;                    North         East     Units Scale Factor Converg.
 CY1156;SPC AZ E     -   131,316.833   282,549.925   MT  0.99995902   +0 23 26.9
 CY1156;SPC AZ E     -   430,829.50    927,001.07   iFT  0.99995902   +0 23 26.9
 CY1156;UTM  12      - 3,561,719.670   647,733.015   MT  0.99986915   +0 50 05.3
 CY1156
 CY1156                          SUPERSEDED SURVEY CONTROL
 CY1156
 CY1156  NAD 83(1986)-  32 10 56.30638(N)    109 25 58.52712(W) AD(       ) 4
 CY1156  NAD 27      -  32 10 56.01500(N)    109 25 56.30400(W) AD(       ) 3
 CY1156
 CY1156.Superseded values are not recommended for survey control.
 CY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1156.See file dsdata.txt to determine how the superseded data were derived.
 CY1156
 CY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4773361720(NAD 83)
 CY1156_MARKER: 42 = RADIO/TV MAST
 CY1156
 CY1156  HISTORY     - Date     Condition        Report By
 CY1156  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1156
 CY1156                          STATION DESCRIPTION
 CY1156
 CY1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1156'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BOWIE.
 CY1156'
 CY1156'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE, GO SOUTH
 CY1156'0.1 MILE TO THE TRAFFIC SIGNAL, TURN LEFT AND GO EAST ON THE
 CY1156'MAIN ROAD FOR 0.2 MILE TO A ROAD RIGHT AND SIGN CHIRICAHUA
 CY1156'NATIONAL MONUMENT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO
 CY1156'A FORK, TAKE THE MAIN ROAD SOUTHEAST FOR 10.4 MILES, TURN
 CY1156'LEFT AND GO EAST FOR 300 FEET TO THE TOWERS AND THE STATION.
 CY1156'
 CY1156'CENTER OF BOTH MASTS WERE TAKEN.  THEY ARE TEMPORARY MASTS
 CY1156'OF THE DEPARTMENT OF COMMERCE BUREAU OF STANDARDS EXPERIMENTAL
 CY1156'STATION.  THE HIGH TOWER WITH THE FLASHING RED LIGHTS, IS
 CY1156'APPROXIMATELY 200 FEET TALL, THE LOWER TOWER, WITH STEADY RED
 CY1156'LIGHTS, IS APPROXIMATELY 100 FEET TALL.  THEY ARE SET ON
 CY1156'A CONCRETE BASE THAT WILL REMAIN AFTER THE MASTS ARE DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2188 ***********************************************************************
 DV2188  DESIGNATION -  BURG
 DV2188  PID         -  DV2188
 DV2188  STATE/COUNTY-  AZ/MARICOPA
 DV2188  USGS QUAD   -  WICKENBURG (1978)
 DV2188
 DV2188                         *CURRENT SURVEY CONTROL
 DV2188  ___________________________________________________________________
 DV2188* NAD 83(1992)-  33 55 52.44508(N)    112 43 31.61317(W)     ADJUSTED  
 DV2188* NAVD 88     -       776.3    (meters)    2547.     (feet)  VERTCON   
 DV2188  ___________________________________________________________________
 DV2188  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DV2188  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2188
 DV2188  HORZ ORDER  -  FIRST
 DV2188
 DV2188.The horizontal coordinates were established by classical geodetic methods
 DV2188.and adjusted by the National Geodetic Survey in August 1993..
 DV2188
 DV2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2188
 DV2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2188
 DV2188.The geoid height was determined by GEOID03.
 DV2188
 DV2188;                    North         East     Units Scale Factor Converg.
 DV2188;SPC AZ C     -   325,321.645   138,587.280   MT  0.99996890   -0 27 05.3
 DV2188;SPC AZ C     - 1,067,328.23    454,682.68   iFT  0.99996890   -0 27 05.3
 DV2188;UTM  12      - 3,755,872.126   340,521.167   MT  0.99991354   -0 57 48.0
 DV2188
 DV2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2188!SPC AZ C     -   0.99988279  x   0.99996890  =   0.99985170
 DV2188!UTM  12      -   0.99988279  x   0.99991354  =   0.99979634
 DV2188
 DV2188|---------------------------------------------------------------------|
 DV2188| PID    Reference Object                     Distance      Geod. Az  |
 DV2188|                                                           dddmmss.s |
 DV2188| CH4900 BURG RM 1                            12.789 METERS 02537     |
 DV2188| CH4901 BURG RM 2                            10.347 METERS 18616     |
 DV2188| CH4899 BURG AZ MK                                         3085058.0 |
 DV2188| CH4902 BURG RM 3                             4.739 METERS 34606     |
 DV2188|---------------------------------------------------------------------|
 DV2188
 DV2188                          SUPERSEDED SURVEY CONTROL
 DV2188
 DV2188  NAD 83(1986)-  33 55 52.44281(N)    112 43 31.61607(W) AD(       ) 1
 DV2188  NAD 27      -  33 55 52.32700(N)    112 43 28.97100(W) AD(       ) 1
 DV2188  NGVD 29 (07/19/86)  775.6    (m)         2545.     (f) VERT ANG       
 DV2188
 DV2188.Superseded values are not recommended for survey control.
 DV2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2188.See file dsdata.txt to determine how the superseded data were derived.
 DV2188
 DV2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4052155872(NAD 83)
 DV2188_MARKER: DS = TRIANGULATION STATION DISK
 DV2188_SETTING: 66 = SET IN ROCK OUTCROP
 DV2188_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2188+STABILITY: POSITION/ELEVATION WELL
 DV2188
 DV2188  HISTORY     - Date     Condition        Report By
 DV2188  HISTORY     - 1924     MONUMENTED       CGS
 DV2188  HISTORY     - 1948     GOOD             CGS
 DV2188  HISTORY     - 1980     GOOD             AZDT
 DV2188  HISTORY     - 1985     GOOD             AZDT
 DV2188
 DV2188                          STATION DESCRIPTION
 DV2188
 DV2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2188'ABOUT 3 MILES SOUTH AND 1 MILE EAST OF WICKENBURG AND 2 MILES
 DV2188'WEST OF ALLAH SIDING ON THE SANTA FE RAILROAD, ON THE HIGHEST
 DV2188'POINT OF A THREE-LOBED RIDGE.  THIS RIDGE IS ONE AMONG MANY
 DV2188'AND NOT PROMINENT.  IT IS VISIBLE FROM THE PHOENIX-WICKENBURG
 DV2188'HIGHWAY AND THE SUMMIT HAS SOMEWHAT THE APPEARANCE OF A
 DV2188'BRACKET.  MARKED BY A STANDARD BRONZE DISK.
 DV2188'THE REFERENCE MARK, A CROSS CUT IN ROCK, IS 12.82
 DV2188'METERS (42.1 FEET) FROM STATION.
 DV2188
 DV2188                          STATION RECOVERY (1948)
 DV2188
 DV2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2188'STATION MARK AND REFERENCE MARK RECOVERED AND FOUND IN GOOD
 DV2188'CONDITION AS PREVIOUSLY DESCRIBED.  TWO MORE REFERENCE MARKS
 DV2188'AND AN AZIMUTH MARK WERE SET.  A NEW DESCRIPTION IS AS FOLLOWS--
 DV2188'
 DV2188'STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1 MILE EAST OF
 DV2188'WICKENBURG, ABOUT 3 MILES WEST OF U.S. HIGHWAYS 60, 70, AND
 DV2188'89, ON THE HIGHEST POINT OF A THREE-LOBE RIDGE THAT IS ONE
 DV2188'OF MANY AND NOT PROMINENT, SET FLUSH WITH GROUND
 DV2188'AND STAMPED, BURG 1924.
 DV2188'
 DV2188'REFERENCE MARK NO. 1 IS A PARTLY OBLITERATED CHISELED CROSS
 DV2188'WITH A DRILL HOLE AT ITS CENTER.  AN ATTEMPT TO SET A DISC AT ITS
 DV2188'CENTER RESULTED IN CHIPPING OFF PART OF THE ROCK.  MARK IS
 DV2188'IN BEDROCK, ON EAST SLOPE OF RIDGE, APPROXIMATELY 1 FOOT LOWER
 DV2188'THAN STATION, PROJECTS 16 INCHES.
 DV2188'
 DV2188'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 DV2188'PROJECTS 6 INCHES, AND STAMPED,
 DV2188'BURG NO 2 1948.
 DV2188'
 DV2188'REFERENCE MARK NO. 3 IS APPROXIMATELY 6 INCHES LOWER THAN
 DV2188'STATION, PROJECTS 4 INCHES, AND
 DV2188'STAMPED, BURG NO 3 1948.
 DV2188'
 DV2188'AZIMUTH MARK IS LOCATED 15 PACES WEST OF TRACK ROAD LEADING
 DV2188'TO STATION, 4 FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS
 DV2188'1 FOOT, AND STAMPED BURG 1948.
 DV2188'
 DV2188'TO REACH FROM UNDERPASS IN WICKENBURG, GO SOUTHWEST ON U.S.
 DV2188'HIGHWAYS 60 AND 70 FOR 0.3 MILE TO CROSSROAD AT CHEVROLET
 DV2188'GARAGE.  TURN LEFT OFF HIGHWAY AND GO SOUTH ON BLADED ROAD
 DV2188'FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO SOUTHEAST
 DV2188'FOR 0.5 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.6 MILE TO
 DV2188'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO TOP OF
 DV2188'RIDGE.  CONTINUE FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT AS
 DV2188'DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.2 MILE TO WHERE ROAD
 DV2188'ENTERS WASH.  TURN LEFT AND FOLLOW DOWN WASH FOR 0.35 MILE
 DV2188'TO POINT WHERE A SMALLER WASH COMES IN ON RIGHT.  TURN RIGHT
 DV2188'UP SMALL WASH AND FOLLOW IT FOR 0.3 MILE TO END OF TRUCK
 DV2188'TRAVEL.  PACK UP WASH TO END OF WASH IN A SADDLE.  CONTINUE IN A
 DV2188'SOUTHEASTERLY DIRECTION DOWN HILL ACROSS SEVERAL LOW
 DV2188'RIDGES TO A WIDE WASH.  THENCE UP RIDGE TO HIGHEST POINT
 DV2188'AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 DV2188'NOTE--ANOTHER WAY WAS FOUND INTO THIS STATION, BUT NO
 DV2188'DISTANCES WERE MEASURED.  REACHED FROM WICKENBURG BY GOING
 DV2188'EAST ON U.S. HIGHWAYS 60, 70 AND 89 FOR APPROXIMATELY 3.0
 DV2188'MILES TO A CHEVRON SERVICE STATION ON LEFT AND A SIDE
 DV2188'ROAD ON RIGHT.  TURN RIGHT CROSS CATTLE GUARD, THENCE PASS
 DV2188'THROUGH TWO BOARD GATES AND FOLLOW TRACK ROAD FOR ABOUT 0.5
 DV2188'MILE TO DRY BED OF HASSAYAMPA RIVER.  TURN LEFT AND FOLLOW
 DV2188'RIVER BED FOR ABOUT 0.5 MILE.  GO UP A WASH ON RIGHT,
 DV2188'PASSING UNDER RAILROAD TRESTLE FOR ABOUT 2 MILES AND END
 DV2188'OF TRUCK TRAVEL.  PACK AS IN ABOVE DESCRIPTION.  A VEHICLE WITH
 DV2188'FOUR WHEEL DRIVE REQUIRED.  A 15 MINUTE PACK.
 DV2188'
 DV2188'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DV2188
 DV2188                          STATION RECOVERY (1980)
 DV2188
 DV2188'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2188'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 DV2188'THE STATION FOLLOWS.
 DV2188'
 DV2188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 93 AND 60
 DV2188'IN WICKENBURG, TRAVEL WEST ALONG U.S. 60 FOR 2.5 MILES TO VULTURE MINE
 DV2188'ROAD.  TURN LEF AND GO SOUTH FOR 4.45 MILES TO A DIRT ROAD LEFT.  TURN
 DV2188'LEFT FOR 1.2 MILES TO A FORK, TAKE THE LEFT FORK AND TRAVEL 0.95 MILE
 DV2188'TO A FORK, TAKE THE LEFT FORK TOWARDS A WATER TANK FOR 0.4 MILE TO A
 DV2188'FORK, TAKE LEFT FORK 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 DV2188'TRAVEL 1.8 MILES TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 0.6 MILE TO
 DV2188'A FORK, TAKE THE LEFT FORK 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK
 DV2188'AND TRAVEL 0.2 MILE TO A FORK, TAKE RIGHT FORK TURNING SHARPLY AND
 DV2188'TRAVEL 0.35 MILE TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 100 FEET TO
 DV2188'THE NEXT FORK, TAKE THE RIGHT FORK AND TRAVEL 0.1 MILE TO A 3 WAY FORK
 DV2188'TAKE THE MIDDLE ROAD AND TRAVEL 0.05 MILE TO A FORK.  TAKE THE RIGHT
 DV2188'FORK AND TRAVEL 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND TRAVEL
 DV2188'0.05 MILE TO A FORK, TAKE THE RIGHT FORK WHICH IS IN THE WASH 0.45
 DV2188'MILE TO A ROAD WASHOUT, DETOUR AROUND WASHOUT AND CONTINUE 0.4 MILE TO
 DV2188'A SADDLE AND END OF TRUCK TRAVEL.  PACK UP HILL TO THE LEFT TO THE
 DV2188'SECOND SMALL HILL AND THE STATION.
 DV2188
 DV2188                          STATION RECOVERY (1985)
 DV2188
 DV2188'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2188'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DV2188'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW ROUTE TO THE
 DV2188'STATION FOLLOWS.
 DV2188'
 DV2188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 89
 DV2188'IN WICKENBURG TRAVEL SOUTH ALONG TEGNER STREET FOR 0.2 MILE TO THE
 DV2188'ENTRANCE TO PRIVATE PROPERTY. CONTINUE AHEAD 0.8 MILE TO A BARN.
 DV2188'CONTINUE AHEAD 0.15 MILE TO A GATE.  PASS THROUGH GATE FOR 0.15 MILE
 DV2188'TO A GATE, CONTINUE AHEAD 0.1 MILE TO RAILROAD TRACKS.  CROSS THE
 DV2188'RAILROAD AND TAKE THE LEFT FORK ALONG RAILROAD FOR 0.55 MILE TO A
 DV2188'GATE.  PASS THROUGH GATE AND CONTINUE 0.25 MILE TO TURTLEBACK WASH.
 DV2188'THERE IS A RAILROAD TRESTLE ON THE LEFT AT THIS POINT.  TURN RIGHT AND
 DV2188'TRAVEL WEST UP THE WASH FOR 0.25 MILE TO A CORRAL.  PASS THROUGH THE
 DV2188'CORRAL AND CONTINUE UP WASH FOR 1.6 MILES TO A FORK.  TAKE THE LEFT
 DV2188'FORK FOR 0.15 MILE TO A DIRT ROAD.  TURN LEFT ON DIRT ROAD LEAVING THE
 DV2188'WASH FOR 0.6 MILE TO A JUNCTION.  TURN SHARP LEFT ON DIRT ROAD FOR 0.2
 DV2188'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK NORTH TO THE HIGHEST
 DV2188'PEAK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0907 ***********************************************************************
 ET0907  DESIGNATION -  BURMISTER
 ET0907  PID         -  ET0907
 ET0907  STATE/COUNTY-  AZ/YAVAPAI
 ET0907  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0907
 ET0907                         *CURRENT SURVEY CONTROL
 ET0907  ___________________________________________________________________
 ET0907* NAD 83(1992)-  34 20 17.11915(N)    112 03 54.01434(W)     ADJUSTED  
 ET0907* NAVD 88     -      1200.     (meters)    3937.     (feet)  SCALED    
 ET0907  ___________________________________________________________________
 ET0907  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 ET0907  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0907
 ET0907  HORZ ORDER  -  SECOND
 ET0907
 ET0907.The horizontal coordinates were established by classical geodetic methods
 ET0907.and adjusted by the National Geodetic Survey in August 1993..
 ET0907
 ET0907.The orthometric height was scaled from a topographic map.
 ET0907
 ET0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0907
 ET0907.The geoid height was determined by GEOID03.
 ET0907
 ET0907;                    North         East     Units Scale Factor Converg.
 ET0907;SPC AZ C     -   370,162.699   199,711.779   MT  0.99990230   -0 05 01.2
 ET0907;SPC AZ C     - 1,214,444.55    655,222.37   iFT  0.99990230   -0 05 01.2
 ET0907;UTM  12      - 3,800,157.206   402,038.477   MT  0.99971829   -0 36 02.8
 ET0907
 ET0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0907!SPC AZ C     -   0.99981590  x   0.99990230  =   0.99971822
 ET0907!UTM  12      -   0.99981590  x   0.99971829  =   0.99953424
 ET0907
 ET0907|---------------------------------------------------------------------|
 ET0907| PID    Reference Object                     Distance      Geod. Az  |
 ET0907|                                                           dddmmss.s |
 ET0907| CH2826 BURMISTER RM 1                       10.398 METERS 24013     |
 ET0907| ET0226 CORDES JUNCTION                     APPROX. 5.1 KM 2643905.8 |
 ET0907| CH2827 BURMISTER RM 2                        8.433 METERS 32725     |
 ET0907|---------------------------------------------------------------------|
 ET0907
 ET0907                          SUPERSEDED SURVEY CONTROL
 ET0907
 ET0907  NAD 83(1986)-  34 20 17.11391(N)    112 03 54.01381(W) AD(       ) 2
 ET0907  NAD 27      -  34 20 17.01260(N)    112 03 51.45120(W) AD(       ) 2
 ET0907
 ET0907.Superseded values are not recommended for survey control.
 ET0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0907.See file dsdata.txt to determine how the superseded data were derived.
 ET0907
 ET0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0203800157(NAD 83)
 ET0907_MARKER: DS = TRIANGULATION STATION DISK
 ET0907_SETTING: 80 = SET IN A BOULDER
 ET0907_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0907+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0907
 ET0907  HISTORY     - Date     Condition        Report By
 ET0907  HISTORY     - 1959     MONUMENTED       CGS
 ET0907  HISTORY     - 1980     GOOD             AZDT
 ET0907  HISTORY     - 20000622 GOOD             AZDT
 ET0907
 ET0907                          STATION DESCRIPTION
 ET0907
 ET0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0907'THE STATION IS ABOUT 19 MILES NORTH OF BLACK CANYON, 3 MILES
 ET0907'NORTHEAST OF CORDES JUNCTION, 1 MILE NORTH OF THE JUNCTION
 ET0907'OF SYCAMORE CREEK WITH THE AGUA FRIA RIVER AND 0.75 MILE
 ET0907'NORTHEAST OF A RANCH HOME, HEADQUARTERS OF THE T H RANCH.  IT
 ET0907'IS ON A ROUND TOPPED MESA COVERED WITH BRUSH AND CACTUS.
 ET0907'
 ET0907'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ET0907'69 AND 79, CORDES JUNCTION, GO EAST ON A BLADED ROAD JUST SOUTH
 ET0907'OF A COCKTAIL BAR AND A SERVICE STATION FOR 0.2 MILE TO A CATTLE
 ET0907'GUARD.  CROSS THE CATTLE GUARD AND TURN SOUTH FOR 0.05 MILE TO
 ET0907'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND KEEP ON THE MAIN
 ET0907'TRAVELED ROAD IN AN EASTERLY DIRECTION FOR 2.1 MILES TO A
 ET0907'Y-FORK.  TAKE THE LEFT FORK AND GO IN A NORTHEASTERLY DIRECTION
 ET0907'ON THE MAIN TRAVELED ROAD FOR 1.7 MILES TO A RANCH HOME ON THE
 ET0907'RIGHT JUST AFTER CROSSING A STREAM.  KEEP LEFT STRAIGHT AHEAD
 ET0907'0.4 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE AHEAD
 ET0907'0.2 MILE TO A GATE.  TURN RIGHT ON A TRACK ROAD AND GO
 ET0907'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.6 MILE, CROSSING
 ET0907'A STREAM, TO A STOCK FEEDING YARD AND THE END OF TRUCK TRAVEL.
 ET0907'PACK EAST AROUND THE FIRST POINT OF HILLS TO THE HIGHER
 ET0907'HILLS AND THE STATION.  IT IS ABOUT A 45 MINUTE PACK
 ET0907'WITH A LOAD.
 ET0907'
 ET0907'THE STATION IS A STANDARD DISK, STAMPED BURMISTER 1958, CEMENTED
 ET0907'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES AND IS
 ET0907'11.5 FEET NORTH OF A WITNESS POST.
 ET0907'
 ET0907'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURMISTER NO
 ET0907'1 1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0907'18 INCHES AND IS 38.0 FEET WEST OF THE WITNESS POST.
 ET0907'
 ET0907'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURMISTER NO 2
 ET0907'1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0907'8 INCHES AND IS 39.7 FEET NORTH OF THE WITNESS POST.
 ET0907'
 ET0907'TRIANGULATION STATION CORDES JUNCTION CAN BE USED FOR AN
 ET0907'AZIMUTH MARK.  (SEE DESCRIPTION).
 ET0907
 ET0907                          STATION RECOVERY (1980)
 ET0907
 ET0907'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0907'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ET0907'CONDITION AND AS DESCRIBED IN 1959.
 ET0907'
 ET0907'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0907'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0907'TRAVEL EAST FOR 8.0 MILES TO I 17 CONTINUE AHEAD INTO CORDES JUNCTION,
 ET0907'TURN LEFT BETWEEN THE HUB CAFE AND THE EXON SERVICE STATION FOR 0.1
 ET0907'MILE TO A T ROAD.  TURN RIGHT ON STAGE COACH TRAIL AND TRAVEL SOUTH
 ET0907'EAST FOR 2.05 MILES TO A T ROAD.  TURN RIGHT ON ROLLING RIDGE DRIVE
 ET0907'FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT CROSSING CATTLE GUARD FOR 0.4
 ET0907'MILE TO A FORK, TAKE LEFT FORK AND TRAVEL 1.2 MILES TO A FORK, TAKE
 ET0907'THE RIGHT FORK FOR 0.6 MILE TO A GATE JUST AFTER CROSSING THE AGUA
 ET0907'FRIA RIVER.  PASS THROUGH GATE AND CONTINUE 0.4 MILE TO A FORK, TAKE
 ET0907'RIGHT FORK 100 FEET AND TURN RIGHT CROSSING A CATTLE GUARD, CONTINUE
 ET0907'FOR 0.1 MILE PASSING A RANCH ON YOUR LEFT TO A GATE, PASS THROUGH GATE
 ET0907'FOR 0.12 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.23 MILE TO END OF
 ET0907'TRUCK TRAVEL AT A MINE SHAFT.  PACK NORTHEAST ACROSS A FLAT AND UP THE
 ET0907'WEST SLOPE OF THE MESA TO THE STATION ON THE WEST EDGE OF THE MESA.
 ET0907
 ET0907                          STATION RECOVERY (2000)
 ET0907
 ET0907'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0729 ***********************************************************************
 DT0729  DESIGNATION -  BURNT
 DT0729  PID         -  DT0729
 DT0729  STATE/COUNTY-  AZ/GREENLEE
 DT0729  USGS QUAD   -  STRAYHORSE (1991)
 DT0729
 DT0729                         *CURRENT SURVEY CONTROL
 DT0729  ___________________________________________________________________
 DT0729* NAD 83(1992)-  33 30 51.18274(N)    109 18 42.90815(W)     ADJUSTED  
 DT0729* NAVD 88     -      2238.6    (meters)    7344.     (feet)  VERTCON   
 DT0729  ___________________________________________________________________
 DT0729  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DT0729  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 DT0729
 DT0729  HORZ ORDER  -  SECOND
 DT0729
 DT0729.The horizontal coordinates were established by classical geodetic methods
 DT0729.and adjusted by the National Geodetic Survey in August 1993..
 DT0729
 DT0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0729
 DT0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0729
 DT0729.The geoid height was determined by GEOID03.
 DT0729
 DT0729;                    North         East     Units Scale Factor Converg.
 DT0729;SPC AZ E     -   279,104.248   292,765.565   MT  0.99997771   +0 28 19.1
 DT0729;SPC AZ E     -   915,696.35    960,516.95   iFT  0.99997771   +0 28 19.1
 DT0729;UTM  12      - 3,709,570.944   656,781.330   MT  0.99990305   +0 55 56.1
 DT0729
 DT0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0729!SPC AZ E     -   0.99965241  x   0.99997771  =   0.99963013
 DT0729!UTM  12      -   0.99965241  x   0.99990305  =   0.99955549
 DT0729
 DT0729|---------------------------------------------------------------------|
 DT0729| PID    Reference Object                     Distance      Geod. Az  |
 DT0729|                                                           dddmmss.s |
 DT0729| CD1708 BURNT RM 1                            7.799 METERS 04317     |
 DT0729| DT0766 ROSE                                APPROX.10.0 KM 2130835.8 |
 DT0729| CD1709 BURNT RM 2                           11.920 METERS 21836     |
 DT0729|---------------------------------------------------------------------|
 DT0729
 DT0729                          SUPERSEDED SURVEY CONTROL
 DT0729
 DT0729  NAD 83(1986)-  33 30 51.17955(N)    109 18 42.90878(W) AD(       ) 2
 DT0729  NAD 27      -  33 30 50.98199(N)    109 18 40.62372(W) AD(       ) 2
 DT0729  NGVD 29 (07/19/86) 2237.5    (m)         7341.     (f) VERT ANG       
 DT0729
 DT0729.Superseded values are not recommended for survey control.
 DT0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0729.See file dsdata.txt to determine how the superseded data were derived.
 DT0729
 DT0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5678109571(NAD 83)
 DT0729_MARKER: DD = SURVEY DISK
 DT0729_SETTING: 66 = SET IN ROCK OUTCROP
 DT0729_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0729+STABILITY: POSITION/ELEVATION WELL
 DT0729
 DT0729  HISTORY     - Date     Condition        Report By
 DT0729  HISTORY     - 1978     MONUMENTED       AZDT
 DT0729
 DT0729                          STATION DESCRIPTION
 DT0729
 DT0729'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0729'THE STATION IS ABOUT 25 MILES WEST SOUTHWEST OF ALPINE ALONG
 DT0729'THE EAST SIDE OF U.S. HWY. 666 ON A SMALL KNOLL.
 DT0729'
 DT0729'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BURNT 1978
 DT0729'AND IS EPOXIED IN A DRILL HOLE IN A ROCK MARKED WITH A WITNESS
 DT0729'POST AND SIGN 6.5 FEET EAST SOUTHEAST.  THE STATION IS 250 FEET
 DT0729'EAST OF HWY. CENTERLINE AND 0.1 MILE EAST OF A ROAD THAT LEADS TO
 DT0729'A BORROW PIT ON THE RIGHT.
 DT0729'
 DT0729'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BURNT RM 2
 DT0729'1978 AND IS EPOXIED TO A ROCK.
 DT0729'
 DT0729'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BURNT RM 1
 DT0729'1978 AND IS EPOXIED TO A ROCK.
 DT0729'
 DT0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180 AND 666
 DT0729'IN ALPINE, TRAVEL SOUTH ON HWY. 666 FOR 37.7 MILES TO MILE POST
 DT0729'217.30 TO THE STATION ON THE LEFT, EAST, 250 FEET EAST OF
 DT0729'HWY. CENTERLINE ON A SMALL KNOLL.
 DT0729'
 DT0729'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0507 ***********************************************************************
 ER0507  DESIGNATION -  BURNT
 ER0507  PID         -  ER0507
 ER0507  STATE/COUNTY-  AZ/APACHE
 ER0507  USGS QUAD   -  VERNON (1971)
 ER0507
 ER0507                         *CURRENT SURVEY CONTROL
 ER0507  ___________________________________________________________________
 ER0507* NAD 83(1992)-  34 16 27.42126(N)    109 38 43.27834(W)     ADJUSTED  
 ER0507* NAVD 88     -      2154.0    (meters)    7067.     (feet)  VERTCON   
 ER0507  ___________________________________________________________________
 ER0507  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 ER0507  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 ER0507
 ER0507  HORZ ORDER  -  SECOND
 ER0507
 ER0507.The horizontal coordinates were established by classical geodetic methods
 ER0507.and adjusted by the National Geodetic Survey in August 1993..
 ER0507
 ER0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0507
 ER0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0507
 ER0507.The geoid height was determined by GEOID03.
 ER0507
 ER0507;                    North         East     Units Scale Factor Converg.
 ER0507;SPC AZ E     -   363,198.668   261,361.355   MT  0.99992839   +0 17 36.9
 ER0507;SPC AZ E     - 1,191,596.68    857,484.76   iFT  0.99992839   +0 17 36.9
 ER0507;UTM  12      - 3,793,398.947   624,699.293   MT  0.99979168   +0 45 46.7
 ER0507
 ER0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0507!SPC AZ E     -   0.99966558  x   0.99992839  =   0.99959399
 ER0507!UTM  12      -   0.99966558  x   0.99979168  =   0.99945733
 ER0507
 ER0507:                Primary Azimuth Mark                     Grid Az
 ER0507:SPC AZ E     -  CAT                                      095 38 18.4
 ER0507:UTM  12      -  CAT                                      095 10 08.6
 ER0507
 ER0507|---------------------------------------------------------------------|
 ER0507| PID    Reference Object                     Distance      Geod. Az  |
 ER0507|                                                           dddmmss.s |
 ER0507| ER0506 CAT                                 APPROX. 6.1 KM 0955555.3 |
 ER0507| CD1706 BURNT RM 1                           11.395 METERS 18122     |
 ER0507| CD1707 BURNT RM 2                           10.199 METERS 27504     |
 ER0507|---------------------------------------------------------------------|
 ER0507
 ER0507                          SUPERSEDED SURVEY CONTROL
 ER0507
 ER0507  NAD 83(1986)-  34 16 27.41907(N)    109 38 43.28574(W) AD(       ) 2
 ER0507  NAD 27      -  34 16 27.26502(N)    109 38 40.93006(W) AD(       ) 2
 ER0507  NGVD 29 (07/19/86) 2153.1    (m)         7064.     (f) VERT ANG       
 ER0507
 ER0507.Superseded values are not recommended for survey control.
 ER0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0507.See file dsdata.txt to determine how the superseded data were derived.
 ER0507
 ER0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2469993399(NAD 83)
 ER0507_MARKER: DD = SURVEY DISK
 ER0507_SETTING: 80 = SET IN A BOULDER
 ER0507_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0507+STABILITY: SURFACE MOTION
 ER0507
 ER0507  HISTORY     - Date     Condition        Report By
 ER0507  HISTORY     - 1978     MONUMENTED       AZDT
 ER0507
 ER0507                          STATION DESCRIPTION
 ER0507
 ER0507'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0507'THE STATION IS LOCATED ABOUT 21.5 MILES WEST OF SPRINGERVILLE ON THE
 ER0507'HIGHEST POINT OF BURNT KNOLL ON THE NORTH SIDE OF U.S. HWY. 60.
 ER0507'
 ER0507'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT 1978---AND
 ER0507'IS EPOXIED IN A DRILL HOLE IN ROCK AND MARKED WITH A WITNESS POST AND
 ER0507'SIGN 4.4 FEET TO NORTH.
 ER0507'
 ER0507'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT RM 1---
 ER0507'AND IS EPOXIED TO A ROCK.
 ER0507'
 ER0507'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT RM 2---
 ER0507'EPOXIED TO A ROCK.
 ER0507'
 ER0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 5
 ER0507'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 11.34 MILES TO
 ER0507'MILE POST 364.34 AND A ROAD ON THE RIGHT THAT HAS A SIGN CONCHO
 ER0507'LAKELAND SUBDIVISION, TURN RIGHT AND GO 0.25 MILE TO A BORROW PIT
 ER0507'AND END OF TRUCK TRAVEL, PACK WEST UP GENTLE SLOPE TO HIGHEST POINT
 ER0507'AND THE STATION.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1153 ***********************************************************************
 ES1153  DESIGNATION -  BURNT
 ES1153  PID         -  ES1153
 ES1153  STATE/COUNTY-  AZ/NAVAJO
 ES1153  USGS QUAD   -  BEAR RIDGE (1977)
 ES1153
 ES1153                         *CURRENT SURVEY CONTROL
 ES1153  ___________________________________________________________________
 ES1153* NAD 83(1992)-  34 11 23.55338(N)    110 25 20.47148(W)     ADJUSTED  
 ES1153* NAVD 88     -      2066.2    (meters)    6779.     (feet)  VERTCON   
 ES1153  ___________________________________________________________________
 ES1153  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 ES1153  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1153
 ES1153  HORZ ORDER  -  THIRD
 ES1153
 ES1153.The horizontal coordinates were established by classical geodetic methods
 ES1153.and adjusted by the National Geodetic Survey in August 1993..
 ES1153
 ES1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1153
 ES1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1153
 ES1153.The geoid height was determined by GEOID03.
 ES1153
 ES1153;                    North         East     Units Scale Factor Converg.
 ES1153;SPC AZ E     -   353,743.111   189,793.471   MT  0.99990684   -0 08 37.2
 ES1153;SPC AZ E     - 1,160,574.51    622,681.99   iFT  0.99990684   -0 08 37.2
 ES1153;UTM  12      - 3,783,360.146   553,225.782   MT  0.99963492   +0 19 28.6
 ES1153
 ES1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1153!SPC AZ E     -   0.99967954  x   0.99990684  =   0.99958641
 ES1153!UTM  12      -   0.99967954  x   0.99963492  =   0.99931458
 ES1153
 ES1153|---------------------------------------------------------------------|
 ES1153| PID    Reference Object                     Distance      Geod. Az  |
 ES1153|                                                           dddmmss.s |
 ES1153| CS4076 BURNT RM 1                            5.038 METERS 16046     |
 ES1153| CS4077 BURNT RM 2                            5.416 METERS 23108     |
 ES1153| ES1155 CIBBY                               APPROX.10.0 KM 3113653.5 |
 ES1153|---------------------------------------------------------------------|
 ES1153
 ES1153                          SUPERSEDED SURVEY CONTROL
 ES1153
 ES1153  NAD 83(1986)-  34 11 23.54903(N)    110 25 20.47507(W) AD(       ) 3
 ES1153  NGVD 29 (04/27/90) 2065.3    (m)         6776.     (f) VERT ANG       
 ES1153
 ES1153.Superseded values are not recommended for survey control.
 ES1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1153.See file dsdata.txt to determine how the superseded data were derived.
 ES1153
 ES1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5322683360(NAD 83)
 ES1153_MARKER: DS = TRIANGULATION STATION DISK
 ES1153_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1153
 ES1153  HISTORY     - Date     Condition        Report By
 ES1153  HISTORY     - 1960     MONUMENTED       USGS
 ES1153
 ES1153                          STATION DESCRIPTION
 ES1153
 ES1153'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1153'LOCATED ABOUT 24 MI W. OF SHOW LOW, ABOUT 14 MI SW. OF CLAY
 ES1153'SPRINGS.  BELOW MOGOLLON RIM.
 ES1153'
 ES1153'TO REACH FROM JCT. OF U.S. HWY. 60 AND STATE ROUTE 173 IN SHOW
 ES1153'LOW, DRIVE 4.5 MI SW. ON U.S. HWY. 60 TO RIM RD.  TURN RIGHT
 ES1153'FOLLOWING RIM RD. 21.3 MI W. TO SIGN, BEAR RIDGE.  TURN S.,
 ES1153'LEFT, ENTER GATE AND DRIVE 3.1 MI SW. TO T-RD. E.  GO 3.5 MI SW.
 ES1153'TO Y-RD. W.  TURN LEFT 1.1 MI SE. TO SMALL, BURNT KNOLL ABOVE RD.
 ES1153'TO W. AND END OF TRUCK TRAVEL.  WALK ABOUT 100 YARDS TO STATION.
 ES1153'
 ES1153'STATION MARK--STANDARD TABLET STAMPED---BURNT 1960---, SET IN
 ES1153'CONCRETE FILLED HOLE.
 ES1153'
 ES1153'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, SET IN CONCRETE
 ES1153'FILLED HOLE.
 ES1153'
 ES1153'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, SET IN CONCRETE
 ES1153'FILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1890 ***********************************************************************
 DV1890  DESIGNATION -  BURNT WELL
 DV1890  PID         -  DV1890
 DV1890  STATE/COUNTY-  AZ/MARICOPA
 DV1890  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1890
 DV1890                         *CURRENT SURVEY CONTROL
 DV1890  ___________________________________________________________________
 DV1890* NAD 83(1992)-  33 32 54.15283(N)    113 04 44.65129(W)     ADJUSTED  
 DV1890* NAVD 88     -       890.0    (meters)    2920.     (feet)  VERTCON   
 DV1890  ___________________________________________________________________
 DV1890  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DV1890  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV1890
 DV1890  HORZ ORDER  -  FIRST
 DV1890
 DV1890.The horizontal coordinates were established by classical geodetic methods
 DV1890.and adjusted by the National Geodetic Survey in June 1998..
 DV1890
 DV1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1890
 DV1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1890
 DV1890.The geoid height was determined by GEOID03.
 DV1890
 DV1890;                    North         East     Units Scale Factor Converg.
 DV1890;SPC AZ C     -   283,170.646   105,414.553   MT  1.00004361   -0 38 32.8
 DV1890;SPC AZ C     -   929,037.55    345,848.27   iFT  1.00004361   -0 38 32.8
 DV1890;UTM  12      - 3,714,018.533   306,975.691   MT  1.00005936   -1 08 57.6
 DV1890
 DV1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1890!SPC AZ C     -   0.99986513  x   1.00004361  =   0.99990874
 DV1890!UTM  12      -   0.99986513  x   1.00005936  =   0.99992449
 DV1890
 DV1890:                Primary Azimuth Mark                     Grid Az
 DV1890:SPC AZ C     -  T2N R8W SECS 17 18 1/4 COR               218 53 59.6
 DV1890:UTM  12      -  T2N R8W SECS 17 18 1/4 COR               219 24 24.4
 DV1890
 DV1890|---------------------------------------------------------------------|
 DV1890| PID    Reference Object                     Distance      Geod. Az  |
 DV1890|                                                           dddmmss.s |
 DV1890| CH2340 T2N R8W SECS 17 18 1/4 COR                         2181526.8 |
 DV1890| CH2829 BURNT WELL RM 2                      10.051 METERS 26239     |
 DV1890| CH2828 BURNT WELL RM 1                      15.671 METERS 34303     |
 DV1890|---------------------------------------------------------------------|
 DV1890
 DV1890                          SUPERSEDED SURVEY CONTROL
 DV1890
 DV1890  NAD 83(1992)-  33 32 54.15283(N)    113 04 44.65129(W) AD(       ) 1
 DV1890  NAD 83(1986)-  33 32 54.14455(N)    113 04 44.65819(W) AD(       ) 1
 DV1890  NAD 27      -  33 32 54.00800(N)    113 04 41.98900(W) AD(       ) 1
 DV1890  NGVD 29 (07/19/86)  889.4    (m)         2918.     (f) VERT ANG       
 DV1890
 DV1890.Superseded values are not recommended for survey control.
 DV1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1890.See file dsdata.txt to determine how the superseded data were derived.
 DV1890
 DV1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0697614019(NAD 83)
 DV1890_MARKER: DS = TRIANGULATION STATION DISK
 DV1890_SETTING: 80 = SET IN A BOULDER
 DV1890_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1890
 DV1890  HISTORY     - Date     Condition        Report By
 DV1890  HISTORY     - 1948     MONUMENTED       CGS
 DV1890  HISTORY     - 1950     GOOD             CGS
 DV1890
 DV1890                          STATION DESCRIPTION
 DV1890
 DV1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1890'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BUTTE ABOUT
 DV1890'10.0 MILES AIRLINE WEST NORTHWEST OF TONOPAH, 4 MILES AIRLINE
 DV1890'EAST OF BURNT WELL, 3-1/2 MILES AIRLINE NORTHEAST OF PLEASANTON,
 DV1890'PROJECTS 3 INCHES, AND STAMPED, BURNT WELL 1947.
 DV1890'
 DV1890'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 DV1890'PROJECTS 6 INCHES, AND STAMPED, BURNT WELL NO 1 1947.
 DV1890'
 DV1890'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1890'STATION MARK, PROJECTS 6 INCHES, AND STAMPED, BURNT WELL NO 2
 DV1890'1947.
 DV1890'
 DV1890'AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY DISK FASTENED
 DV1890'TO TOP OF A 1 INCH IRON PIPE PROJECTING 1 FOOT, 45 PACES
 DV1890'NORTH NORTHEAST OF AIRWAY BN. 30, 15 PACES NORTHEAST OF CENTER
 DV1890'LINE OF ROAD, AND STAMPED, 1/4 S18 S17 1914.
 DV1890'
 DV1890'TO REACH FROM SALOME, AT EAST END OF TOWN, AT SHELL SERVICE
 DV1890'STATION AND THE ROAD FROM SALOME TO HASSAYAMPA, GO SOUTH ON
 DV1890'ROAD FROM SALOME TO HASSAYAMPA FOR 34.75 MILES TO AIRWAY
 DV1890'BN. 30 ON RIGHT AND AZIMUTH MARK ON LEFT.  CONTINUE ON MAIN
 DV1890'ROAD FOR 0.15 MILE TO DIM ROAD LEFT.  TURN LEFT AND FOLLOW
 DV1890'TRACK ROAD FOR 0.8 MILE TO A ROCK BUILDING ON RIGHT.  PASS
 DV1890'TO WEST OF BUILDING AND CONTINUE ON TRACK ROAD FOR 0.4 MILE
 DV1890'TO FOOT OF SLOPE OF LOW RIDGE.  TURN RIGHT AND FOLLOW NEAR
 DV1890'FOOT OF RIDGE FOR 2.0 MILES TO END OF TRUCK TRAVEL.  PACK
 DV1890'UP DRAW TO FOOT OF STEEP SLOPE.  THENCE UP TO TOP OF RIDGE
 DV1890'OVER BIG BOULDERS.  TURN LEFT AT TOP OF RIDGE, AND PACK
 DV1890'ALONG RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED
 DV1890'ABOVE.  A ONE AND ONE HALF HOUR PACK.
 DV1890'
 DV1890'NOTE--LAST MILE DRIVEN IN TRUCK IS VERY ROUGH AND ROCKY,
 DV1890'REQUIRES A VEHICLE WITH FOUR WHEEL DRIVE.
 DV1890
 DV1890                          STATION RECOVERY (1950)
 DV1890
 DV1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1890'THE DESCRIPTION OF THE STATION, AND THE TRAVEL DESCRIBED TO
 DV1890'REACH THE STATION IS ADEQUATE.  ALL MARKS WERE RECOVERED, FOUND
 DV1890'IN GOOD CONDITION.
 DV1890'
 DV1890'THE MEASURED DISTANCES FROM THE STATION MARK TO THE REFERENCES
 DV1890'MARKS WERE EVIDENTLY TRANSPOSED IN THE 1948 DESCRIPTION.  THE
 DV1890'DISTANCE FROM THE STATION TO REFERENCE MARK NO. 1 IS 10.051
 DV1890'METERS, AND TO REFERENCE MARK NO. 2 IS 15.671 METERS.  THESE
 DV1890'VALUES ARE SLIGHTLY AT VARIANCE WITH THE 1948 VALUE, BUT
 DV1890'WERE VARIFIED AND ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0656 ***********************************************************************
 DA0656  DESIGNATION -  BURR
 DA0656  PID         -  DA0656
 DA0656  STATE/COUNTY-  AZ/MARICOPA
 DA0656  USGS QUAD   -  BOSQUE (1973)
 DA0656
 DA0656                         *CURRENT SURVEY CONTROL
 DA0656  ___________________________________________________________________
 DA0656* NAD 83(1992)-  32 54 19.32374(N)    112 34 49.28501(W)     ADJUSTED  
 DA0656* NAVD 88     -       341.73   (+/-2cm)    1121.2    (feet)  VERTCON   
 DA0656  ___________________________________________________________________
 DA0656  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DA0656  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0656
 DA0656  HORZ ORDER  -  SECOND
 DA0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0656
 DA0656.The horizontal coordinates were established by classical geodetic methods
 DA0656.and adjusted by the National Geodetic Survey in August 1993..
 DA0656
 DA0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0656.The vertical order pertains to the NGVD 29 superseded value.
 DA0656
 DA0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0656
 DA0656.The geoid height was determined by GEOID03.
 DA0656
 DA0656;                    North         East     Units Scale Factor Converg.
 DA0656;SPC AZ C     -   211,452.877   151,275.517   MT  0.99994751   -0 21 38.0
 DA0656;SPC AZ C     -   693,743.03    496,310.75   iFT  0.99994751   -0 21 38.0
 DA0656;UTM  12      - 3,641,903.551   352,204.500   MT  0.99986934   -0 51 31.3
 DA0656
 DA0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0656!SPC AZ C     -   0.99995123  x   0.99994751  =   0.99989874
 DA0656!UTM  12      -   0.99995123  x   0.99986934  =   0.99982058
 DA0656
 DA0656:                Primary Azimuth Mark                     Grid Az
 DA0656:SPC AZ C     -  I8 STA 458+00 1157.99                    087 51 03.9
 DA0656:UTM  12      -  I8 STA 458+00 1157.99                    088 20 57.2
 DA0656
 DA0656|---------------------------------------------------------------------|
 DA0656| PID    Reference Object                     Distance      Geod. Az  |
 DA0656|                                                           dddmmss.s |
 DA0656| CH4258 I8 STA 458+00 1157.99                              0872925.9 |
 DA0656| DA0655 BURR RM 1                            19.904 METERS 09736     |
 DA0656| DA0657 X 83                                 41.855 METERS 28101     |
 DA0656|---------------------------------------------------------------------|
 DA0656
 DA0656                          SUPERSEDED SURVEY CONTROL
 DA0656
 DA0656  NAD 83(1986)-  32 54 19.31520(N)    112 34 49.28890(W) AD(       ) 2
 DA0656  NAD 27      -  32 54 19.16210(N)    112 34 46.71520(W) AD(       ) 2
 DA0656  NGVD 29 (??/??/92)  341.096  (m)         1119.08   (f) ADJ UNCH    2 0
 DA0656
 DA0656.Superseded values are not recommended for survey control.
 DA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0656.See file dsdata.txt to determine how the superseded data were derived.
 DA0656
 DA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5220541904(NAD 83)
 DA0656_MARKER: DS = TRIANGULATION STATION DISK
 DA0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0656_STAMPING: BURR 1960
 DA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0656+STABILITY: SURFACE MOTION
 DA0656
 DA0656  HISTORY     - Date     Condition        Report By
 DA0656  HISTORY     - 1960     MONUMENTED       CGS
 DA0656  HISTORY     - 1960     GOOD             CGS
 DA0656  HISTORY     - 1967     GOOD             AMS
 DA0656
 DA0656                          STATION DESCRIPTION
 DA0656
 DA0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0656'THE STATION IS 7.6 MILES EASTERLY ALONG INTERSTATE ROUTE 8
 DA0656'FROM GILA BEND, 90.5 FEET SOUTH OF THE CENTER LINE OF THE
 DA0656'EAST BOUND LANES, 5.5 FEET NORTH OF THE RIGHT OF WAY FENCE
 DA0656'LINE AND 3.2 FEET SOUTH OF A METAL WITNESS POST WITH
 DA0656'SIGN ATTACHED.
 DA0656'
 DA0656'THE STATION, WITH UNDERGROUND MARK, STAMPED BURR 1960 IS
 DA0656'A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0656'6 INCHES.
 DA0656'
 DA0656'REFERENCE MARK 1, STAMPED BURR NO 1 1960, IS A STANDARD
 DA0656'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 DA0656'AND IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE LINE.
 DA0656'
 DA0656'REFERENCE MARK 2, STAMPED X 83 1935, IS A STANDARD BENCH
 DA0656'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DA0656'SURFACE.  IT IS 77.5 FEET SOUTH OF THE CENTER LINE OF THE EAST
 DA0656'BOUND LANES, 18.8 FEET NORTH OF THE RIGHT OF WAY FENCE LINE
 DA0656'AND 3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 DA0656'ATTACHED.
 DA0656'
 DA0656'THE AZIMUTH MARK, STAMPED 1157.99 458 + 00 1959, IS A STANDARD
 DA0656'DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN THE TOP AND
 DA0656'CENTER OF THE SOUTH HEADWALL OF A BOX CULVERT, 33 FEET SOUTH
 DA0656'OF THE CENTER LINE OF THE EAST BOUND LANES AND IS 0.1 MILE
 DA0656'EAST OF HIGHWAY MILEPOST 129 AND 0.5 MILE EAST OF THE STATION.
 DA0656
 DA0656                          STATION RECOVERY (1960)
 DA0656
 DA0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0656'7.85 MI SE FROM GILA BEND.
 DA0656'7.85 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0656'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 137.32 FEET EAST OF B.M. X 83,
 DA0656'90.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE,
 DA0656'65.30 FEET WEST OF R.M. 1, 5.5 FEET NORTH OF A FENCE, 3.2 FEET SOUTH
 DA0656'OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 DA0656'PROJECTING 6 INCHES.
 DA0656
 DA0656                          STATION RECOVERY (1967)
 DA0656
 DA0656'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DA0656'STATION RECOVERED AS DESCRIBED AND DESCRIPTION IS ADEQUATE.
 DA0656'
 DA0656'REFERENCE MARKS 1 AND 2 BOTH RECOVERED IN GOOD CONDITION
 DA0656'
 DA0656'LISTED DISTANCE R.M. 1 = 19.904 METERS
 DA0656'
 DA0656'R.M. 2 (BM X 83) = 41.855 METERS
 DA0656'
 DA0656'CHECK DISTANCE R.M. 1 = 19.919 METERS
 DA0656'
 DA0656'R.M. 2 = 41.900 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1032 ***********************************************************************
 DU1032  DESIGNATION -  BURR
 DU1032  PID         -  DU1032
 DU1032  STATE/COUNTY-  AZ/PINAL
 DU1032  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1032
 DU1032                         *CURRENT SURVEY CONTROL
 DU1032  ___________________________________________________________________
 DU1032* NAD 83(1992)-  33 03 59.66345(N)    111 48 23.64883(W)     ADJUSTED  
 DU1032* NAVD 88     -       414.40   (+/-2cm)    1359.6    (feet)  VERTCON   
 DU1032  ___________________________________________________________________
 DU1032  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DU1032  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1032
 DU1032  HORZ ORDER  -  SECOND
 DU1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1032
 DU1032.The horizontal coordinates were established by classical geodetic methods
 DU1032.and adjusted by the National Geodetic Survey in August 1993..
 DU1032
 DU1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1032.The vertical order pertains to the NGVD 29 superseded value.
 DU1032
 DU1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1032
 DU1032.The geoid height was determined by GEOID03.
 DU1032
 DU1032;                    North         East     Units Scale Factor Converg.
 DU1032;SPC AZ C     -   229,139.495   223,640.210   MT  0.99990130   +0 03 36.3
 DU1032;SPC AZ C     -   751,770.00    733,727.72   iFT  0.99990130   +0 03 36.3
 DU1032;UTM  12      - 3,658,956.449   424,709.295   MT  0.99966989   -0 26 24.3
 DU1032
 DU1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1032!SPC AZ C     -   0.99993965  x   0.99990130  =   0.99984096
 DU1032!UTM  12      -   0.99993965  x   0.99966989  =   0.99960956
 DU1032
 DU1032|---------------------------------------------------------------------|
 DU1032| PID    Reference Object                     Distance      Geod. Az  |
 DU1032|                                                           dddmmss.s |
 DU1032| DU1033 BURR RM 2                            13.890 METERS 26539     |
 DU1032| DU1030 BURR AZ MK                                         3342042.0 |
 DU1032| DU1031 BURR RM 1                            12.547 METERS 35925     |
 DU1032|---------------------------------------------------------------------|
 DU1032
 DU1032                          SUPERSEDED SURVEY CONTROL
 DU1032
 DU1032  NAD 83(1986)-  33 03 59.65651(N)    111 48 23.65169(W) AD(       ) 2
 DU1032  NAD 27      -  33 03 59.45550(N)    111 48 21.16510(W) AD(       ) 2
 DU1032  NGVD 29 (??/??/92)  413.911  (m)         1357.97   (f) ADJ UNCH    2 0
 DU1032
 DU1032.Superseded values are not recommended for survey control.
 DU1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1032.See file dsdata.txt to determine how the superseded data were derived.
 DU1032
 DU1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2470958956(NAD 83)
 DU1032_MARKER: DE = TRAVERSE STATION DISK
 DU1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1032_STAMPING: BURR 1962
 DU1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1032+STABILITY: SURFACE MOTION
 DU1032
 DU1032  HISTORY     - Date     Condition        Report By
 DU1032  HISTORY     - 1962     MONUMENTED       CGS
 DU1032  HISTORY     - 1962     GOOD             CGS
 DU1032  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1032
 DU1032                          STATION DESCRIPTION
 DU1032
 DU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1032'STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF CASE GRANDE,
 DU1032'ABOUT 2 MILES EAST OF STATE ROUTE 93 AND JUST NORTH OF TWO
 DU1032'IRRIGATION CANALS.
 DU1032'
 DU1032'TO REACH FROM E. BOSTON STREET AND ARIZONA AVENUE AT THE SQUARE
 DU1032'IN CHANDLER, GO SOUTH ON ARIZONA AVENUE (STATE ROUTE 87 AND 93)
 DU1032'FOR 6.8 MILE TO JUNCTION OF STATE ROUTE 87 AND 93, CONTINUE
 DU1032'STRAIGHT AHEAD ON STATE ROUTE 93 AND GO SOUTH FOR 6.0 MILES TO
 DU1032'CROSSROAD AND SIGN (INDIAN HOSPITAL), CONTINUE SOUTH ON STATE
 DU1032'ROUTE 93 FOR 3.0 MILES TO CROSSROAD, TURN LEFT AND GO EAST ON
 DU1032'DIRT ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE
 DU1032'EAST ON DIRT ROAD 0.2 MILE TO CROSSROAD, TURN RIGHT AND GO
 DU1032'SOUTH 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 DU1032'
 DU1032'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BURR 1962, IS SET
 DU1032'IN TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 DU1032'OF THE GROUND.  THE MARK IS 89 FEET NORTH OF THE NORTH ONE OF TWO
 DU1032'IRRIGATION CANALS, 28 FEET WEST OF CENTER OF ROAD, 11 FEET NORTH
 DU1032'OF FENCE CORNER, 3 FEET SOUTH OF THE WITNESS POST AND 2 FEET EAST
 DU1032'OF FENCE.
 DU1032'
 DU1032'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BURR NO 1
 DU1032'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU1032'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 38 FEET NORTH OF
 DU1032'THE WITNESS POST, 29 FEET WEST OF CENTER OF ROAD AND 2 FEET
 DU1032'EAST OF FENCE.
 DU1032'
 DU1032'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BURR NO 2
 DU1032'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU1032'ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS 45.6 FEET
 DU1032'WEST-SOUTHWEST OF THE WITNESS POST, 44.5 FEET WEST OF THE FENCE
 DU1032'CORNER AND 2.5 FEET NORTH OF FENCE.
 DU1032'
 DU1032'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BURR 1962, IS SET IN
 DU1032'THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 DU1032'OF THE GROUND.  THE MARK IS 29 FEET NORTH OF THE CENTER OF ROAD,
 DU1032'3.5 FEET WEST-NORTHWEST OF A POWER POLE, 2.5 FEET SOUTH OF THE
 DU1032'FENCE AND 2.1 FEET WEST OF THE WITNESS POST.
 DU1032'
 DU1032'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU1032
 DU1032                          STATION RECOVERY (1962)
 DU1032
 DU1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1032'11.25 MI SW FROM SACATON.
 DU1032'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1032'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1032'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1032'ALONG A DIRT ROAD, 29 FEET WEST OF THE CENTER OF THE ROAD, 80 FEET
 DU1032'NORTH OF AN IRRIGATION CANAL, 2.0 FEET EAST OF A FENCE, 3.1 FEET SOUTH
 DU1032'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 DU1032'A CONCRETE POST PROJECTING 2 INCHES.
 DU1032
 DU1032                          STATION RECOVERY (2006)
 DU1032
 DU1032'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1032'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1030 ***********************************************************************
 DU1030  DESIGNATION -  BURR AZ MK
 DU1030  PID         -  DU1030
 DU1030  STATE/COUNTY-  AZ/PINAL
 DU1030  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1030
 DU1030                         *CURRENT SURVEY CONTROL
 DU1030  ___________________________________________________________________
 DU1030* NAD 83(1986)-  33 04 26.     (N)    111 48 28.     (W)     SCALED    
 DU1030* NAVD 88     -       405.59   (+/-2cm)    1330.7    (feet)  VERTCON   
 DU1030  ___________________________________________________________________
 DU1030  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1030
 DU1030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1030
 DU1030.The horizontal coordinates were scaled from a topographic map and have
 DU1030.an estimated accuracy of +/- 6 seconds.
 DU1030
 DU1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1030.The vertical order pertains to the NGVD 29 superseded value.
 DU1030
 DU1030.The geoid height was determined by GEOID03.
 DU1030
 DU1030;                    North         East    Units  Estimated Accuracy
 DU1030;SPC AZ C     -   229,950.      223,530.      MT  (+/- 180 meters Scaled)
 DU1030
 DU1030                          SUPERSEDED SURVEY CONTROL
 DU1030
 DU1030  NGVD 29 (??/??/92)  405.105  (m)         1329.08   (f) ADJ UNCH    2 0
 DU1030
 DU1030.Superseded values are not recommended for survey control.
 DU1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1030.See file dsdata.txt to determine how the superseded data were derived.
 DU1030
 DU1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB246597(NAD 83)
 DU1030_MARKER: DZ = AZIMUTH MARK DISK
 DU1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1030_STAMPING: BURR 1962
 DU1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1030+STABILITY: SURFACE MOTION
 DU1030
 DU1030  HISTORY     - Date     Condition        Report By
 DU1030  HISTORY     - 1962     MONUMENTED       CGS
 DU1030  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1030
 DU1030                          STATION DESCRIPTION
 DU1030
 DU1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1030'10.55 MI SW FROM SACATON.
 DU1030'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1030'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1030'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 28 FEET NORTH OF THE
 DU1030'CENTER OF THE ROAD, 4 FEET SOUTH OF A FENCE, 3.5 FEET WEST OF A
 DU1030'TELEPHONE POLE, 2.1 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP
 DU1030'OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU1030
 DU1030                          STATION RECOVERY (2006)
 DU1030
 DU1030'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1030'NO WITNESS POST HERE. THERE IS A GOOD CHANCE THE MARK STILL EXISTS,
 DU1030'BUT IT WILL TAKE A LOT OF DIGGING. A SMALL HOLE WAS MADE WHERE I
 DU1030'THOUGHT IT MIGHT BE, TO NO AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0655 ***********************************************************************
 DA0655  DESIGNATION -  BURR RM 1
 DA0655  PID         -  DA0655
 DA0655  STATE/COUNTY-  AZ/MARICOPA
 DA0655  USGS QUAD   -  BOSQUE (1973)
 DA0655
 DA0655                         *CURRENT SURVEY CONTROL
 DA0655  ___________________________________________________________________
 DA0655* NAD 83(1986)-  32 54 19.     (N)    112 34 49.     (W)     SCALED    
 DA0655* NAVD 88     -       342.15   (+/-2cm)    1122.5    (feet)  VERTCON   
 DA0655  ___________________________________________________________________
 DA0655  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0655
 DA0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0655
 DA0655.The horizontal coordinates were scaled from a topographic map and have
 DA0655.an estimated accuracy of +/- 6 seconds.
 DA0655
 DA0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0655.The vertical order pertains to the NGVD 29 superseded value.
 DA0655
 DA0655.The geoid height was determined by GEOID03.
 DA0655
 DA0655;                    North         East    Units  Estimated Accuracy
 DA0655;SPC AZ C     -   211,440.      151,280.      MT  (+/- 180 meters Scaled)
 DA0655
 DA0655                          SUPERSEDED SURVEY CONTROL
 DA0655
 DA0655  NGVD 29 (??/??/92)  341.519  (m)         1120.47   (f) ADJ UNCH    2 0
 DA0655
 DA0655.Superseded values are not recommended for survey control.
 DA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0655.See file dsdata.txt to determine how the superseded data were derived.
 DA0655
 DA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB522418(NAD 83)
 DA0655_MARKER: DR = REFERENCE MARK DISK
 DA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0655_STAMPING: BURR NO 1 1960
 DA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0655+STABILITY: SURFACE MOTION
 DA0655
 DA0655  HISTORY     - Date     Condition        Report By
 DA0655  HISTORY     - 1960     MONUMENTED       CGS
 DA0655
 DA0655                          STATION DESCRIPTION
 DA0655
 DA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0655'7.85 MI SE FROM GILA BEND.
 DA0655'7.85 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0655'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 65.30 FEET EAST OF THE STATION
 DA0655'MARK, 3 FEET NORTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0655'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1031 ***********************************************************************
 DU1031  DESIGNATION -  BURR RM 1
 DU1031  PID         -  DU1031
 DU1031  STATE/COUNTY-  AZ/PINAL
 DU1031  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1031
 DU1031                         *CURRENT SURVEY CONTROL
 DU1031  ___________________________________________________________________
 DU1031* NAD 83(1986)-  33 03 59.     (N)    111 48 23.     (W)     SCALED    
 DU1031* NAVD 88     -       414.33   (+/-2cm)    1359.3    (feet)  VERTCON   
 DU1031  ___________________________________________________________________
 DU1031  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1031
 DU1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1031
 DU1031.The horizontal coordinates were scaled from a topographic map and have
 DU1031.an estimated accuracy of +/- 6 seconds.
 DU1031
 DU1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1031.The vertical order pertains to the NGVD 29 superseded value.
 DU1031
 DU1031.The geoid height was determined by GEOID03.
 DU1031
 DU1031;                    North         East    Units  Estimated Accuracy
 DU1031;SPC AZ C     -   229,120.      223,660.      MT  (+/- 180 meters Scaled)
 DU1031
 DU1031                          SUPERSEDED SURVEY CONTROL
 DU1031
 DU1031  NGVD 29 (??/??/92)  413.837  (m)         1357.73   (f) ADJ UNCH    2 0
 DU1031
 DU1031.Superseded values are not recommended for survey control.
 DU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1031.See file dsdata.txt to determine how the superseded data were derived.
 DU1031
 DU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB247589(NAD 83)
 DU1031_MARKER: DR = REFERENCE MARK DISK
 DU1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1031_STAMPING: BURR NO 1 1962
 DU1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1031+STABILITY: SURFACE MOTION
 DU1031
 DU1031  HISTORY     - Date     Condition        Report By
 DU1031  HISTORY     - 1962     MONUMENTED       CGS
 DU1031  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1031
 DU1031                          STATION DESCRIPTION
 DU1031
 DU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1031'11.25 MI SW FROM SACATON.
 DU1031'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1031'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1031'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1031'ALONG A DIRT ROAD, 29 FEET WEST OF THE CENTER OF THE ROAD, 2.0 FEET
 DU1031'EAST OF A FENCE, 41.1 FEET NORTH OF TRAVERSE STATION BURR, 38 FEET
 DU1031'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU1031'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU1031
 DU1031                          STATION RECOVERY (2006)
 DU1031
 DU1031'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1031'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1033 ***********************************************************************
 DU1033  DESIGNATION -  BURR RM 2
 DU1033  PID         -  DU1033
 DU1033  STATE/COUNTY-  AZ/PINAL
 DU1033  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1033
 DU1033                         *CURRENT SURVEY CONTROL
 DU1033  ___________________________________________________________________
 DU1033* NAD 83(1986)-  33 03 59.     (N)    111 48 23.     (W)     SCALED    
 DU1033* NAVD 88     -       414.30   (+/-2cm)    1359.2    (feet)  VERTCON   
 DU1033  ___________________________________________________________________
 DU1033  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1033
 DU1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1033
 DU1033.The horizontal coordinates were scaled from a topographic map and have
 DU1033.an estimated accuracy of +/- 6 seconds.
 DU1033
 DU1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1033.The vertical order pertains to the NGVD 29 superseded value.
 DU1033
 DU1033.The geoid height was determined by GEOID03.
 DU1033
 DU1033;                    North         East    Units  Estimated Accuracy
 DU1033;SPC AZ C     -   229,120.      223,660.      MT  (+/- 180 meters Scaled)
 DU1033
 DU1033                          SUPERSEDED SURVEY CONTROL
 DU1033
 DU1033  NGVD 29 (??/??/92)  413.810  (m)         1357.64   (f) ADJ UNCH    2 0
 DU1033
 DU1033.Superseded values are not recommended for survey control.
 DU1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1033.See file dsdata.txt to determine how the superseded data were derived.
 DU1033
 DU1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB247589(NAD 83)
 DU1033_MARKER: DR = REFERENCE MARK DISK
 DU1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1033_STAMPING: BURR NO 2 1962
 DU1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1033+STABILITY: SURFACE MOTION
 DU1033
 DU1033  HISTORY     - Date     Condition        Report By
 DU1033  HISTORY     - 1962     MONUMENTED       CGS
 DU1033  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1033
 DU1033                          STATION DESCRIPTION
 DU1033
 DU1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1033'11.25 MI SW FROM SACATON.
 DU1033'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1033'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1033'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1033'ALONG A DIRT ROAD, 74 FEET WEST OF THE CENTER OF THE ROAD, 2 FEET
 DU1033'NORTH OF A FENCE, 78 FEET NORTH OF AN IRRIGATION CANAL, 45.6 FEET WEST
 DU1033'OF TRAVERSE STATION BURR, 45.6 FEET WEST OF A METAL WITNESS POST, AND
 DU1033'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU1033
 DU1033                          STATION RECOVERY (2006)
 DU1033
 DU1033'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1033'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1609 ***********************************************************************
 CZ1609  DESIGNATION -  BURRO
 CZ1609  PID         -  CZ1609
 CZ1609  STATE/COUNTY-  AZ/PINAL
 CZ1609  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1609
 CZ1609                         *CURRENT SURVEY CONTROL
 CZ1609  ___________________________________________________________________
 CZ1609* NAD 83(1992)-  32 43 24.74198(N)    111 30 55.04791(W)     ADJUSTED  
 CZ1609* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 CZ1609  ___________________________________________________________________
 CZ1609  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1609  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1609
 CZ1609  HORZ ORDER  -  FIRST
 CZ1609  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1609
 CZ1609.The horizontal coordinates were established by classical geodetic methods
 CZ1609.and adjusted by the National Geodetic Survey in August 1993..
 CZ1609
 CZ1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1609.The vertical order pertains to the NGVD 29 superseded value.
 CZ1609
 CZ1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1609
 CZ1609.The geoid height was determined by GEOID03.
 CZ1609
 CZ1609;                    North         East     Units Scale Factor Converg.
 CZ1609;SPC AZ C     -   191,165.818   250,982.749   MT  0.99991745   +0 13 01.1
 CZ1609;SPC AZ C     -   627,184.44    823,434.22   iFT  0.99991745   +0 13 01.1
 CZ1609;UTM  12      - 3,620,756.559   451,713.820   MT  0.99962875   -0 16 42.8
 CZ1609
 CZ1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1609!SPC AZ C     -   0.99992835  x   0.99991745  =   0.99984580
 CZ1609!UTM  12      -   0.99992835  x   0.99962875  =   0.99955712
 CZ1609
 CZ1609:                Primary Azimuth Mark                     Grid Az
 CZ1609:SPC AZ C     -  A 284                                    022 27 11.9
 CZ1609:UTM  12      -  A 284                                    022 56 55.8
 CZ1609
 CZ1609|---------------------------------------------------------------------|
 CZ1609| PID    Reference Object                     Distance      Geod. Az  |
 CZ1609|                                                           dddmmss.s |
 CZ1609| CZ1060 A 284                                              0224013.0 |
 CZ1609| CZ1610 BURRO RM A                           23.180 METERS 06424     |
 CZ1609| CH4903 BURRO RM 1                           23.452 METERS 21328     |
 CZ1609| CZ1611 BURRO RM 2                           20.405 METERS 29538     |
 CZ1609| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 4.8 KM 3085657.2 |
 CZ1609| CZ1158 PICACHO OVERPASS                    357.027 METERS 35126     |
 CZ1609|---------------------------------------------------------------------|
 CZ1609
 CZ1609                          SUPERSEDED SURVEY CONTROL
 CZ1609
 CZ1609  NAD 83(1986)-  32 43 24.73663(N)    111 30 55.04753(W) AD(       ) 1
 CZ1609  NAD 27      -  32 43 24.51344(N)    111 30 52.61108(W) AD(       ) 1
 CZ1609  NGVD 29 (??/??/92)  485.854  (m)         1594.01   (f) ADJ UNCH    1 2
 CZ1609
 CZ1609.Superseded values are not recommended for survey control.
 CZ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1609.See file dsdata.txt to determine how the superseded data were derived.
 CZ1609
 CZ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5171420757(NAD 83)
 CZ1609_MARKER: DS = TRIANGULATION STATION DISK
 CZ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1609_STAMPING: BURRO
 CZ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1609+STABILITY: SURFACE MOTION
 CZ1609
 CZ1609  HISTORY     - Date     Condition        Report By
 CZ1609  HISTORY     - 1971     MONUMENTED       NGS
 CZ1609  HISTORY     - 1975     GOOD             NGS
 CZ1609  HISTORY     - 1975     GOOD             AZDT
 CZ1609  HISTORY     - 1977     GOOD             NGS
 CZ1609
 CZ1609                          STATION DESCRIPTION
 CZ1609
 CZ1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1609'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELOY, 1 MILE
 CZ1609'NORTHWEST OF PICACHO, 0.2 MILE SOUTH OF THE PICACHO OVERPASS AND ON
 CZ1609'HIGHWAY DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ1609'
 CZ1609'TO REACH THE STATION FROM THE POST OFFICE IN ELOY GO SOUTH ON MAIN
 CZ1609'STREET FOR 0.2 MILE TO THE INTERSECTION WITH FRONTIER STREET.  TURN
 CZ1609'LEFT AND GO SOUTHEAST ON FRONTIER STREET, THENCE STATE HIGHWAYS 84
 CZ1609'AND 93 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 87.  BEAR RIGHT
 CZ1609'AND GO SOUTH ON HIGHWAYS 84 AND 93 FOR 0.5 MILE TO THE PICACHO
 CZ1609'OVERPASS.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 CZ1609'LEFT IN THE NORTHEAST ANGLE OF THE INTERCHANGE OF INTERSTATE
 CZ1609'HIGHWAY 10 AND STATE HIGHWAYS 84 AND 93.  TO REACH THE AZIMUTH
 CZ1609'MARK FROM THE PICACHO OVERPASS GO NORTH ON HIGHWAYS 84 AND 93 FOR
 CZ1609'0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 87.  CONTINUE NORTH ON
 CZ1609'HIGHWAY 87 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 CZ1609'AND GO EAST ON MILLIGAN ROAD FOR 0.3 MILE TO A RAILROAD CROSSING.
 CZ1609'CROSS RAILROAD TRACKS, THENCE TURN RIGHT AND GO SOUTH ON A DIRT
 CZ1609'ROAD FOR 0.15 MILE, THENCE PACK WEST ACCROSS RAILROAD TRACKS FOR
 CZ1609'ABOUT 100 FEET TO THE AZIMUTH MARK.
 CZ1609'
 CZ1609'THE STATION MARK IS A STANDARD DISK STAMPED BURRO 1971, SET IN THE
 CZ1609'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CZ1609'THE GROUND SURFACE.  IT IS 155 FEET EAST OF THE EAST POLE OF A
 CZ1609'LARGE HIGHWAY SIGN AND 77 FEET NORTH OF A CONCRETE GUTTER SPILLWAY.
 CZ1609'
 CZ1609'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURRO NO 1 1971, CEMENTED
 CZ1609'IN A DRILL HOLE IN THE WEST CURB OF THE CONCRETE SPILLWAY.  IT IS
 CZ1609'AT THE EXTREME BOTTOM OF THE DIRT FILL EMBANKMENT.
 CZ1609'
 CZ1609'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURRO NO 2 1971, SET IN
 CZ1609'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ1609'WITH THE GROUND SURFACE.  IT IS 88 FEET EAST OF THE EAST POLE OF THE
 CZ1609'HIGHWAY SIGN.
 CZ1609'
 CZ1609'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED A 284 1949,
 CZ1609'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 CZ1609'INCHES.  IT IS 41 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 CZ1609'2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A METAL
 CZ1609'WITNESS POST WITH SIGN ATTACHED.
 CZ1609'
 CZ1609'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 CZ1609'
 CZ1609'THE ABOVE GEODIMETER DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 CZ1609'
 CZ1609'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 CZ1609
 CZ1609                          STATION RECOVERY (1975)
 CZ1609
 CZ1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ1609'THE STATION MARK AND MONUMENTS WERE RECOVERED IN GOOD CONDITION AS
 CZ1609'DESCRIBED.  THE STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 CZ1609'STATION 51052.
 CZ1609'
 CZ1609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--70 MILES NORTHWEST
 CZ1609'OF PHOENIX.
 CZ1609
 CZ1609                          STATION RECOVERY (1975)
 CZ1609
 CZ1609'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1609'1.25 MI NW FROM PICACHO.
 CZ1609'200 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND 125 FT. NORTH OF
 CZ1609'THE WEST BOUND LANE OF I-10.  200 FT. EAST OF THE CENTERLINE OF STATE
 CZ1609'87.  165 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1609'TRIANGULATION BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST,
 CZ1609'FLUSH WITH THE GROUND.
 CZ1609
 CZ1609                          STATION RECOVERY (1977)
 CZ1609
 CZ1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CZ1609'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE
 CZ1609'MARK A WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 CZ1609'
 CZ1609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SE OF
 CZ1609'ELOY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0993 ***********************************************************************
 ES0993  DESIGNATION -  BURRO
 ES0993  PID         -  ES0993
 ES0993  STATE/COUNTY-  AZ/YAVAPAI
 ES0993  USGS QUAD   -  CHALK MOUNTAIN (1967)
 ES0993
 ES0993                         *CURRENT SURVEY CONTROL
 ES0993  ___________________________________________________________________
 ES0993* NAD 83(1992)-  34 02 33.40905(N)    111 39 28.97211(W)     ADJUSTED  
 ES0993* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 ES0993  ___________________________________________________________________
 ES0993  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 ES0993  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 ES0993
 ES0993  HORZ ORDER  -  FIRST
 ES0993
 ES0993.The horizontal coordinates were established by classical geodetic methods
 ES0993.and adjusted by the National Geodetic Survey in August 1993..
 ES0993
 ES0993.The orthometric height was scaled from a topographic map.
 ES0993
 ES0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0993
 ES0993.The geoid height was determined by GEOID03.
 ES0993
 ES0993;                    North         East     Units Scale Factor Converg.
 ES0993;SPC AZ C     -   337,410.367   237,238.153   MT  0.99990703   +0 08 41.2
 ES0993;SPC AZ C     - 1,106,989.39    778,340.40   iFT  0.99990703   +0 08 41.2
 ES0993;UTM  12      - 3,767,076.174   439,260.571   MT  0.99964548   -0 22 06.2
 ES0993
 ES0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0993!SPC AZ C     -   0.99986187  x   0.99990703  =   0.99976891
 ES0993!UTM  12      -   0.99986187  x   0.99964548  =   0.99950740
 ES0993
 ES0993:                Primary Azimuth Mark                     Grid Az
 ES0993:SPC AZ C     -  DEADMAN                                  211 54 15.1
 ES0993:UTM  12      -  DEADMAN                                  212 25 02.5
 ES0993
 ES0993|---------------------------------------------------------------------|
 ES0993| PID    Reference Object                     Distance      Geod. Az  |
 ES0993|                                                           dddmmss.s |
 ES0993| ES0994 DEADMAN                             APPROX. 5.6 KM 2120256.3 |
 ES0993|---------------------------------------------------------------------|
 ES0993
 ES0993                          SUPERSEDED SURVEY CONTROL
 ES0993
 ES0993  NAD 83(1986)-  34 02 33.40048(N)    111 39 28.98033(W) AD(       ) 1
 ES0993  NAD 27      -  34 02 33.26400(N)    111 39 26.47000(W) AD(       ) 1
 ES0993
 ES0993.Superseded values are not recommended for survey control.
 ES0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0993.See file dsdata.txt to determine how the superseded data were derived.
 ES0993
 ES0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3926167076(NAD 83)
 ES0993_MARKER: DS = TRIANGULATION STATION DISK
 ES0993_SETTING: 66 = SET IN ROCK OUTCROP
 ES0993_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0993+STABILITY: POSITION/ELEVATION WELL
 ES0993
 ES0993  HISTORY     - Date     Condition        Report By
 ES0993  HISTORY     - 1924     MONUMENTED       CGS
 ES0993  HISTORY     - 1966     GOOD             USGS
 ES0993
 ES0993                          STATION DESCRIPTION
 ES0993
 ES0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0993'ABOUT 40 MILES NORTH AND 26 MILES EAST OF PHOENIX, 7 MILES
 ES0993'NORTHEAST OF THE SEARS K RANCH ON THE VERDE RIVER, AND ONE-HALF
 ES0993'MILE SOUTHWEST OF THE J.S. RANCH BELONGING TO THE COBURN BROS.,
 ES0993'ON A SMALL BUT PROMINENT PEAK SHOWN ON FOREST SERVICE MAPS AS
 ES0993'BLACK MOUNTAIN.  STATION IS ON SOUTHEASTERLY AND HIGHEST POINT
 ES0993'OF PEAK, ABOUT 3-1/2 MILES EAST OF THE VERDE, AND 1 MILE NORTH
 ES0993'OF DEADMAN WASH.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED.
 ES0993
 ES0993                          STATION RECOVERY (1966)
 ES0993
 ES0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0993'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1102 ***********************************************************************
 ET1102  DESIGNATION -  BURRO
 ET1102  PID         -  ET1102
 ET1102  STATE/COUNTY-  AZ/MOHAVE
 ET1102  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1102
 ET1102                         *CURRENT SURVEY CONTROL
 ET1102  ___________________________________________________________________
 ET1102* NAD 83(1992)-  34 34 08.12084(N)    113 33 24.94944(W)     ADJUSTED  
 ET1102* NAVD 88     -       826.1    (meters)    2710.     (feet)  VERTCON   
 ET1102  ___________________________________________________________________
 ET1102  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 ET1102  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET1102
 ET1102  HORZ ORDER  -  SECOND
 ET1102
 ET1102.The horizontal coordinates were established by classical geodetic methods
 ET1102.and adjusted by the National Geodetic Survey in August 1993..
 ET1102
 ET1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1102
 ET1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1102
 ET1102.The geoid height was determined by GEOID03.
 ET1102
 ET1102;                    North         East     Units Scale Factor Converg.
 ET1102;SPC AZ W     -   395,786.835   231,075.734   MT  0.99993720   +0 06 34.4
 ET1102;SPC AZ W     - 1,298,513.24    758,122.49   iFT  0.99993720   +0 06 34.4
 ET1102;UTM  12      - 3,828,210.854   265,430.890   MT  1.00027825   -1 27 05.2
 ET1102
 ET1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1102!SPC AZ W     -   0.99987495  x   0.99993720  =   0.99981216
 ET1102!UTM  12      -   0.99987495  x   1.00027825  =   1.00015317
 ET1102
 ET1102|---------------------------------------------------------------------|
 ET1102| PID    Reference Object                     Distance      Geod. Az  |
 ET1102|                                                           dddmmss.s |
 ET1102| CH2831 BURRO RM 1                            6.648 METERS 05732     |
 ET1102| ET1103 BURRO CAIRN                           1.800 METERS 21508     |
 ET1102| CH2830 BURRO AZ MK                                        2724841.3 |
 ET1102| CH2832 BURRO RM 2                            9.680 METERS 32821     |
 ET1102|---------------------------------------------------------------------|
 ET1102
 ET1102                          SUPERSEDED SURVEY CONTROL
 ET1102
 ET1102  NAD 83(1986)-  34 34 08.12030(N)    113 33 24.95715(W) AD(       ) 2
 ET1102  NAD 27      -  34 34 08.06300(N)    113 33 22.20400(W) AD(       ) 2
 ET1102  NGVD 29 (07/19/86)  825.4    (m)         2708.     (f) VERT ANG       
 ET1102
 ET1102.Superseded values are not recommended for survey control.
 ET1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1102.See file dsdata.txt to determine how the superseded data were derived.
 ET1102
 ET1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6543128211(NAD 83)
 ET1102_MARKER: DS = TRIANGULATION STATION DISK
 ET1102_SETTING: 66 = SET IN ROCK OUTCROP
 ET1102
 ET1102  HISTORY     - Date     Condition        Report By
 ET1102  HISTORY     - 1948     MONUMENTED       CGS
 ET1102  HISTORY     - 1955     GOOD             CGS
 ET1102  HISTORY     - 1964     GOOD             CGS
 ET1102  HISTORY     - 1967     GOOD             USGS
 ET1102
 ET1102                          STATION DESCRIPTION
 ET1102
 ET1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1102'THE STATION IS ABOUT 7 MILES NORTHEAST OF SIGNAL AND ABOUT 10.5
 ET1102'MILES SOUTHEAST OF WIKIEUP, ON THE HIGHEST POINT OF A HIGH
 ET1102'PROMINENT ROUGH ROCKY MOUNTAIN JUST EAST OF THE BIG SANDY
 ET1102'RIVER AND JUST NORTH OF BURRO CREEK.
 ET1102'
 ET1102'TO REACH FROM THE STORE AND POST OFFICE IN WIKIEUP GO
 ET1102'SOUTHEASTERLY FOR 1.1 MILE TO A FORK.  TURN LEFT CROSSING
 ET1102'RIVER FOR 0.7 MILE.  CONTINUE FOR 3.4 MILES ON BLADED ROAD
 ET1102'TO A FORK.  KEEP LEFT FORK ON MAIN TRAVELED ROAD FOR 4.4
 ET1102'MILES TO A FORK AND SIGN ON THE RIGHT SIGNAL.  TAKE RIGHT
 ET1102'FORK TOWARDS SIGNAL FOR 1.6 MILES TO A FORK.  KEEP LEFT FORK
 ET1102'ON BLADED ROAD FOR 5.3 MILES TO WHERE THE POWER LINE PASSES
 ET1102'OVER THE ROAD, JUST BEFORE GOING DOWN STEEP GRADE AND RIVER
 ET1102'CROSSING.  TURN LEFT OFF BLADED ROAD ON POWER LINE ROAD AND
 ET1102'CONTINUE ON POWER LINE ROAD FOR 0.5 MILE.  TURN RIGHT
 ET1102'OFF ROAD AND TRAVEL CROSS COUNTRY EASTERLY FOR A SHORT DISTANCE
 ET1102'TO THE FOOT OF RIDGE AND END OF TRUCK TRAVEL.  CONTINUE
 ET1102'ON FOOT UP RIDGE EASTERLY TO THE HIGHEST POINT OF HILL
 ET1102'AND THE STATION.
 ET1102'
 ET1102'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 ET1102'ABOUT 1 FOOT AND IS ON THE HIGHEST POINT OF THE HILL.  IT IS
 ET1102'STAMPED BURRO 1948.
 ET1102'
 ET1102'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1102'IN BURIED BOULDER PROJECTING ABOUT 16 INCHES, AND IS ABOUT THE
 ET1102'SAME ELEVATION AS THE STATION.  IT IS STAMPED BURRO NO 1 1948.
 ET1102'
 ET1102'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1102'IN A BURIED BOULDER PROJECTING ABOUT 8 INCHES, AND IS ABOUT
 ET1102'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BURRO NO 2
 ET1102'1948.
 ET1102'
 ET1102'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 ET1102'BOULDER PROJECTING ABOUT 4 INCHES, ABOUT 1 MILE WEST OF
 ET1102'THE STATION, 63 PACES NORTH OF POWER LINE POLES NO 311, AND
 ET1102'ABOUT 175 FEET WEST OF THE TRACK ROAD ON THE WAY TO THE STATION.
 ET1102'IT IS STAMPED BURRO 1948.
 ET1102
 ET1102                          STATION RECOVERY (1955)
 ET1102
 ET1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1102'THE ORIGINAL DESCRIPTION IS NOW INADEQUATE AND A NEW DESCRIPTION
 ET1102'FOLLOWS--
 ET1102'
 ET1102'ABOUT 13 MILES SOUTHEAST OF WIKIEUP, ON THE HIGHEST POINT
 ET1102'OF A ROCKY MOUNTAIN JUST EAST OF SANDY RIVER AND NORTH OF BURRO
 ET1102'CREEK.
 ET1102'
 ET1102'TO REACH FROM THE STORE AND POST OFFICE IN WIKIEUP, GO SOUTH
 ET1102'ALONG STATE HIGHWAY 93 FOR EIGHT MILES TO A T ROAD INTERSECTION
 ET1102'AND A SIGN SIGNAL.  TURN RIGHT ON SIGNAL ROAD FOR 4.6 MILES
 ET1102'TO A POWER LINE CROSSING JUST BEFORE THE RIVER CROSSING.
 ET1102'TURN LEFT UP POWER LINE FOR 0.5 MILES TO THE END OF TRUCK
 ET1102'TRAVEL.  CONTINUE ON FOOT UP RIDGE EASTERLY TO THE HIGHEST POINT
 ET1102'OF HILL AND THE STATION.
 ET1102
 ET1102                          STATION RECOVERY (1964)
 ET1102
 ET1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 ET1102'THE STATION MARKINGS WERE RECOVERED IN GOOD CONDITION.  THE
 ET1102'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE LOCATION
 ET1102'DESCRIPTION OF THE 1955 RECOVERY NOTE IS ADEQUATE.
 ET1102
 ET1102                          STATION RECOVERY (1967)
 ET1102
 ET1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (ERS)
 ET1102'TO REACH FROM WIKIEUP ARIZ. P.O.
 ET1102'PROCEED SE ALONG STATE HIGHWAY 93 X 7.8 MILES TO DIRT ROAD HEADING SW
 ET1102'AND GOING TO SIGNAL ARIZ.  TAKE SIGNAL ROAD AND GO 4.2 MILES TO DRY
 ET1102'WASH.  DRIVE UP WASH APPROX. 1/2 MILE TO END OF TRUCK TRAVEL.
 ET1102'FROM THERE IT IS ABOUT A ONE HOUR PACK SW TO THE TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0582 ***********************************************************************
 FQ0582  DESIGNATION -  BURRO
 FQ0582  PID         -  FQ0582
 FQ0582  STATE/COUNTY-  AZ/COCONINO
 FQ0582  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0582
 FQ0582                         *CURRENT SURVEY CONTROL
 FQ0582  ___________________________________________________________________
 FQ0582* NAD 83(1992)-  35 49 48.70746(N)    111 26 19.22202(W)     ADJUSTED  
 FQ0582* NAVD 88     -      1382.2    (meters)    4535.     (feet)  VERTCON   
 FQ0582  ___________________________________________________________________
 FQ0582  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FQ0582  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0582
 FQ0582  HORZ ORDER  -  SECOND
 FQ0582
 FQ0582.The horizontal coordinates were established by classical geodetic methods
 FQ0582.and adjusted by the National Geodetic Survey in August 1993..
 FQ0582
 FQ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0582
 FQ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0582
 FQ0582.The geoid height was determined by GEOID03.
 FQ0582
 FQ0582;                    North         East     Units Scale Factor Converg.
 FQ0582;SPC AZ C     -   535,779.269   256,545.732   MT  0.99992297   +0 16 47.3
 FQ0582;SPC AZ C     - 1,757,806.00    841,685.47   iFT  0.99992297   +0 16 47.3
 FQ0582;UTM  12      - 3,965,203.822   460,378.760   MT  0.99961934   -0 15 24.5
 FQ0582
 FQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0582!SPC AZ C     -   0.99978688  x   0.99992297  =   0.99970987
 FQ0582!UTM  12      -   0.99978688  x   0.99961934  =   0.99940630
 FQ0582
 FQ0582|---------------------------------------------------------------------|
 FQ0582| PID    Reference Object                     Distance      Geod. Az  |
 FQ0582|                                                           dddmmss.s |
 FQ0582| CH2836 HIGHWAY 89 4532.02                   18.470 METERS 00717     |
 FQ0582| CH2837 BURRO RM 2                           21.038 METERS 19317     |
 FQ0582| FQ0576 GRAY                                APPROX. 9.6 KM 1951802.8 |
 FQ0582|---------------------------------------------------------------------|
 FQ0582
 FQ0582                          SUPERSEDED SURVEY CONTROL
 FQ0582
 FQ0582  NAD 83(1986)-  35 49 48.70845(N)    111 26 19.21879(W) AD(       ) 2
 FQ0582  NAD 27      -  35 49 48.72273(N)    111 26 16.70635(W) AD(       ) 2
 FQ0582  NGVD 29 (07/19/86) 1381.3    (m)         4532.     (f) VERT ANG       
 FQ0582
 FQ0582.Superseded values are not recommended for survey control.
 FQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0582.See file dsdata.txt to determine how the superseded data were derived.
 FQ0582
 FQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6037965204(NAD 83)
 FQ0582_MARKER: DD = SURVEY DISK
 FQ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0582
 FQ0582  HISTORY     - Date     Condition        Report By
 FQ0582  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0582
 FQ0582                          STATION DESCRIPTION
 FQ0582
 FQ0582'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0582'THE STATION IS ABOUT 3 MILES SOUTHWEST OF CAMERON, 23 MILES
 FQ0582'SOUTHWEST OF TUBA CITY, AND ON THE WEST SIDE OF U.S. HWY. 89
 FQ0582'INSIDE THE RIGHT-OF-WAY FENCE.
 FQ0582'
 FQ0582'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BURRO 1976 AND
 FQ0582'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 FQ0582'100 FEET WEST OF NEW SOUTHBOUND CONSTRUCTION CENTER LINE ABOVE
 FQ0582'A HIGHWAY CUTBANK, NEXT TO R/W FENCELINE AND MARKED WITH A WITNESS
 FQ0582'POST AND SIGN 3.5 FEET WEST.
 FQ0582'
 FQ0582'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION R/W DISK STAMPED
 FQ0582'4532.02 1976 AND IS SET IN A CONCRETE CYLINDER 48 FEET WEST OF
 FQ0582'HWY. CUTBANK.  STATION IS AN R/W MONUMENT.
 FQ0582'
 FQ0582'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED BURRO RM
 FQ0582'2 1976 AND IS EPOXIED TO A ROCK OUTCROP 4 X 3 FEET AND 4 INCHES
 FQ0582'HIGH.  THE MARK IS 54 FEET WEST OF HWY. CUTBANK AND 3 FEET EAST
 FQ0582'OF R/W FENCELINE.
 FQ0582'
 FQ0582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 6
 FQ0582'MILES EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 TO MILE POST 463.30
 FQ0582'(0.15 MILE SOUTH OF ROAD LEADING TO SUB-STATION) AND STATION
 FQ0582'ON THE LEFT, WEST, ATOP A HWY. CUTBANK.
 FQ0582'
 FQ0582'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0395 ***********************************************************************
 GQ0395  DESIGNATION -  BURRO
 GQ0395  PID         -  GQ0395
 GQ0395  STATE/COUNTY-  AZ/MOHAVE
 GQ0395  USGS QUAD   -  GYP HILLS (1971)
 GQ0395
 GQ0395                         *CURRENT SURVEY CONTROL
 GQ0395  ___________________________________________________________________
 GQ0395* NAD 83(1992)-  36 19 30.57249(N)    113 54 40.76187(W)     ADJUSTED  
 GQ0395* NAVD 88     -       731.6    (meters)    2400.     (feet)  VERTCON   
 GQ0395  ___________________________________________________________________
 GQ0395  LAPLACE CORR-           9.92  (seconds)                    DEFLEC99
 GQ0395  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 GQ0395
 GQ0395  HORZ ORDER  -  THIRD
 GQ0395
 GQ0395.The horizontal coordinates were established by classical geodetic methods
 GQ0395.and adjusted by the National Geodetic Survey in August 1993..
 GQ0395
 GQ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0395
 GQ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0395
 GQ0395.The geoid height was determined by GEOID03.
 GQ0395
 GQ0395;                    North         East     Units Scale Factor Converg.
 GQ0395;SPC AZ W     -   590,621.351   198,875.452   MT  0.99993592   -0 05 44.0
 GQ0395;SPC AZ W     - 1,937,734.09    652,478.52   iFT  0.99993592   -0 05 44.0
 GQ0395;UTM  12      - 4,023,949.427   238,656.948   MT  1.00044161   -1 43 32.0
 GQ0395
 GQ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0395!SPC AZ W     -   0.99988934  x   0.99993592  =   0.99982526
 GQ0395!UTM  12      -   0.99988934  x   1.00044161  =   1.00033090
 GQ0395
 GQ0395|---------------------------------------------------------------------|
 GQ0395| PID    Reference Object                     Distance      Geod. Az  |
 GQ0395|                                                           dddmmss.s |
 GQ0395| CH2834 BURRO RM 1                            7.127 METERS 00542     |
 GQ0395| CH2835 BURRO RM 2                            7.170 METERS 10323     |
 GQ0395| GQ0396 PAKOON RIDGE TARGET                 APPROX.11.7 KM 3194650.3 |
 GQ0395| CH2833 BURRO AZ MK                                        3274703.3 |
 GQ0395|---------------------------------------------------------------------|
 GQ0395
 GQ0395                          SUPERSEDED SURVEY CONTROL
 GQ0395
 GQ0395  NAD 83(1986)-  36 19 30.56663(N)    113 54 40.76003(W) AD(       ) 3
 GQ0395  NAD 27      -  36 19 30.62300(N)    113 54 37.93000(W) AD(       ) 3
 GQ0395  NGVD 29 (07/19/86)  730.9    (m)         2398.     (f) VERT ANG       
 GQ0395
 GQ0395.Superseded values are not recommended for survey control.
 GQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0395.See file dsdata.txt to determine how the superseded data were derived.
 GQ0395
 GQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3865723949(NAD 83)
 GQ0395_MARKER: DS = TRIANGULATION STATION DISK
 GQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0395
 GQ0395  HISTORY     - Date     Condition        Report By
 GQ0395  HISTORY     - 1953     MONUMENTED       CGS
 GQ0395
 GQ0395                          STATION DESCRIPTION
 GQ0395
 GQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0395'THE STATION IS ON A COMPARATIVELY HIGH POINT OF THE FLUVIAL
 GQ0395'RIDGES OF THE SOUTHEASTERN LOWER SLOPES OF THE GRAND WASH.
 GQ0395'IT IS ABOUT 58 MILES SOUTH-SOUTHWEST OF ST. GEORGE, UTAH,
 GQ0395'35 MILES SOUTH-SOUTHEAST OF MESQUITE, NEVADA, 6 MILES NORTHEAST
 GQ0395'OF THE TIP OF A SMALL ARM OF LAKE MEAD, AND ABOUT 8 MILES
 GQ0395'EAST OF THE NEVADA-ARIZONA STATE LINE.
 GQ0395'
 GQ0395'THE STATION CAN BE REACHED FROM THE POST OFFICE IN MESQUITE,
 GQ0395'NEVADA, BY GOING WEST-SOUTHWEST ON U.S. HIGHWAY 91 AS TOWARD
 GQ0395'LAS VEGAS FOR 10.3 MILES TO A PROMINENT GRADED ROAD TO THE LEFT
 GQ0395'JUST BEFORE REACHING THE VIRGIN RIVER HIGHWAY BRIDGE.  TURN
 GQ0395'LEFT AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GQ0395'FOLLOW THE MAIN TRAVELED ROAD SOUTH-SOUTHEAST FOR 9.0 MILES
 GQ0395'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A FORK AT
 GQ0395'A SIGN JUANITA SPRING.  KEEP THE LEFT FORK, THE MAIN TRAVELED
 GQ0395'ROAD, AND CONTINUE IN A SOUTHERLY DIRECTION FOR 9.6 MILES
 GQ0395'TO A FORK.  TAKE THE LEFT FORK OVER THE MOUNTAIN PASS FOR
 GQ0395'5.2 MILES TO A FORK ABOUT 0.3 MILE WEST OF SOME RANCH
 GQ0395'BUILDINGS.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN
 GQ0395'TRAVELED ROAD SOUTH-SOUTHEAST FOR 11.0 MILES TO A FORK.
 GQ0395'TAKE THE RIGHT FORK, PASSING ON THE WEST SIDE OF THE
 GQ0395'FIELD AND RANCH BUILDINGS, AND CONTINUE ON THE MAIN TRAVELED
 GQ0395'ROAD SOUTH-SOUTHEAST FOR 2.5 MILES TO A GATE AND ROAD
 GQ0395'FORK ABOUT 1/4 MILE BEFORE REACHING A CABIN AND A
 GQ0395'WATER TANK THAT ARE ON A SMALL BENCH TO THE RIGHT OF AND
 GQ0395'ABOVE THE ROAD.  TAKE THE LEFT FORK AND CONTINUE ON THE
 GQ0395'MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK AT THE SUMMIT OF
 GQ0395'THE RIM-ROCK.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN
 GQ0395'ROAD FOR 2.6 MILES TO THE BOTTOM OF THE GRAND WASH.
 GQ0395'CONTINUE ON THE BLADED ROAD WHICH WINDS EAST-NORTHEAST
 GQ0395'TOWARD THE HIGH RIM-ROCK FOR 7.0 MILES TO A ROAD INTERSECTING
 GQ0395'FROM THE SOUTHWEST.  TURN SHARP RIGHT AND FOLLOW THE MAIN
 GQ0395'ROAD SOUTH-SOUTHWEST FOR 6.6 MILES TO A ROAD FORKING TO THE
 GQ0395'LEFT UP OUT OF THE DRAW.  TURN LEFT AND FOLLOW THE TRACK
 GQ0395'ROAD SOUTHERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GQ0395'TURN LEFT AND GO EASTERLY ACROSS COUNTRY ONTO THE RIDGE, THEN
 GQ0395'RIGHT TO THE HIGHEST POINT AND THE STATION, A DISTANCE OF
 GQ0395'ABOUT 0.7 MILE.
 GQ0395'
 GQ0395'THE STATION MARK, STAMPED BURRO 1953, IS A STANDARD DISK
 GQ0395'THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GQ0395'PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.
 GQ0395'
 GQ0395'REFERENCE MARK 1, STAMPED BURRO NO 1 1953, IS A STANDARD
 GQ0395'DISK THAT IS SET IN A DRILL HOLE IN A BEDROCK OUTCROP WHICH
 GQ0395'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 GQ0395'
 GQ0395'REFERENCE MARK 2, STAMPED BURRO NO 2 1953, IS A STANDARD
 GQ0395'DISK THAT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 GQ0395'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 GQ0395'2 FEET LOWER IN ELEVATION THAN THE STATION.
 GQ0395'
 GQ0395'THE AZIMUTH MARK, STAMPED BURRO 1953, IS A STANDARD DISK
 GQ0395'THAT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS ABOUT
 GQ0395'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 22 FEET
 GQ0395'WEST OF THE MIDDLE OF THE ROAD AND 3 FEET SOUTH-SOUTHEAST
 GQ0395'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1103 ***********************************************************************
 ET1103  DESIGNATION -  BURRO CAIRN
 ET1103  PID         -  ET1103
 ET1103  STATE/COUNTY-  AZ/MOHAVE
 ET1103  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1103
 ET1103                         *CURRENT SURVEY CONTROL
 ET1103  ___________________________________________________________________
 ET1103* NAD 83(1992)-  34 34 08.07307(N)    113 33 24.99008(W)     ADJUSTED  
 ET1103* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 ET1103  ___________________________________________________________________
 ET1103  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 ET1103  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET1103
 ET1103  HORZ ORDER  -  SECOND
 ET1103
 ET1103.The horizontal coordinates were established by classical geodetic methods
 ET1103.and adjusted by the National Geodetic Survey in August 1993..
 ET1103
 ET1103.The orthometric height was scaled from a topographic map.
 ET1103
 ET1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1103
 ET1103.The geoid height was determined by GEOID03.
 ET1103
 ET1103;                    North         East     Units Scale Factor Converg.
 ET1103;SPC AZ W     -   395,785.361   231,074.701   MT  0.99993720   +0 06 34.3
 ET1103;SPC AZ W     - 1,298,508.40    758,119.10   iFT  0.99993720   +0 06 34.3
 ET1103;UTM  12      - 3,828,209.408   265,429.816   MT  1.00027825   -1 27 05.3
 ET1103
 ET1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1103!SPC AZ W     -   0.99987502  x   0.99993720  =   0.99981223
 ET1103!UTM  12      -   0.99987502  x   1.00027825  =   1.00015323
 ET1103
 ET1103                          SUPERSEDED SURVEY CONTROL
 ET1103
 ET1103  NAD 83(1986)-  34 34 08.07254(N)    113 33 24.99780(W) AD(       ) 2
 ET1103  NAD 27      -  34 34 08.01500(N)    113 33 22.24500(W) AD(       ) 2
 ET1103
 ET1103.Superseded values are not recommended for survey control.
 ET1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1103.See file dsdata.txt to determine how the superseded data were derived.
 ET1103
 ET1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6543028209(NAD 83)
 ET1103_MARKER: 72 = CAIRN
 ET1103
 ET1103  HISTORY     - Date     Condition        Report By
 ET1103  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1103
 ET1103                          STATION DESCRIPTION
 ET1103
 ET1103'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1611 ***********************************************************************
 CZ1611  DESIGNATION -  BURRO RM 2
 CZ1611  PID         -  CZ1611
 CZ1611  STATE/COUNTY-  AZ/PINAL
 CZ1611  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1611
 CZ1611                         *CURRENT SURVEY CONTROL
 CZ1611  ___________________________________________________________________
 CZ1611* NAD 83(1986)-  32 43 24.     (N)    111 30 56.     (W)     SCALED    
 CZ1611* NAVD 88     -       486.42   (+/-2cm)    1595.9    (feet)  VERTCON   
 CZ1611  ___________________________________________________________________
 CZ1611  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1611
 CZ1611  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1611
 CZ1611.The horizontal coordinates were scaled from a topographic map and have
 CZ1611.an estimated accuracy of +/- 6 seconds.
 CZ1611
 CZ1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1611.The vertical order pertains to the NGVD 29 superseded value.
 CZ1611
 CZ1611.The geoid height was determined by GEOID03.
 CZ1611
 CZ1611;                    North         East    Units  Estimated Accuracy
 CZ1611;SPC AZ C     -   191,140.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1611
 CZ1611                          SUPERSEDED SURVEY CONTROL
 CZ1611
 CZ1611  NGVD 29 (??/??/92)  485.862  (m)         1594.03   (f) ADJ UNCH    1 2
 CZ1611
 CZ1611.Superseded values are not recommended for survey control.
 CZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1611.See file dsdata.txt to determine how the superseded data were derived.
 CZ1611
 CZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516207(NAD 83)
 CZ1611_MARKER: DR = REFERENCE MARK DISK
 CZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1611_STAMPING: BURRO NO 2
 CZ1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1611+STABILITY: SURFACE MOTION
 CZ1611
 CZ1611  HISTORY     - Date     Condition        Report By
 CZ1611  HISTORY     - 1971     MONUMENTED       NGS
 CZ1611  HISTORY     - 1975     GOOD             AZDT
 CZ1611
 CZ1611                          STATION DESCRIPTION
 CZ1611
 CZ1611'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1611'1.25 MI NW FROM PICACHO.
 CZ1611'125 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND ABOUT 125 FT.
 CZ1611'NORTH OF THE WEST BOUND LANE OF I-10.  125 FT. EAST OF THE CENTERLINE
 CZ1611'OF STATE 87.  165 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1611'REFERENCE MARK BRASS CAP, SET IN A CYLINDRICAL CONCRETE 12 IN. POST,
 CZ1611'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1610 ***********************************************************************
 CZ1610  DESIGNATION -  BURRO RM A
 CZ1610  PID         -  CZ1610
 CZ1610  STATE/COUNTY-  AZ/PINAL
 CZ1610  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1610
 CZ1610                         *CURRENT SURVEY CONTROL
 CZ1610  ___________________________________________________________________
 CZ1610* NAD 83(1992)-  32 43 25.06718(N)    111 30 54.24516(W)     ADJUSTED  
 CZ1610* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 CZ1610  ___________________________________________________________________
 CZ1610  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1610  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1610
 CZ1610  HORZ ORDER  -  FIRST
 CZ1610  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1610
 CZ1610.The horizontal coordinates were established by classical geodetic methods
 CZ1610.and adjusted by the National Geodetic Survey in August 1993..
 CZ1610
 CZ1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1610.The vertical order pertains to the NGVD 29 superseded value.
 CZ1610
 CZ1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1610
 CZ1610.The geoid height was determined by GEOID03.
 CZ1610
 CZ1610;                    North         East     Units Scale Factor Converg.
 CZ1610;SPC AZ C     -   191,175.914   251,003.613   MT  0.99991747   +0 13 01.6
 CZ1610;SPC AZ C     -   627,217.57    823,502.67   iFT  0.99991747   +0 13 01.6
 CZ1610;UTM  12      - 3,620,766.471   451,734.764   MT  0.99962872   -0 16 42.4
 CZ1610
 CZ1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1610!SPC AZ C     -   0.99992835  x   0.99991747  =   0.99984582
 CZ1610!UTM  12      -   0.99992835  x   0.99962872  =   0.99955709
 CZ1610
 CZ1610:                Primary Azimuth Mark                     Grid Az
 CZ1610:SPC AZ C     -  PASS                                     128 01 04.9
 CZ1610:UTM  12      -  PASS                                     128 30 48.9
 CZ1610
 CZ1610|---------------------------------------------------------------------|
 CZ1610| PID    Reference Object                     Distance      Geod. Az  |
 CZ1610|                                                           dddmmss.s |
 CZ1610| CZ1934 PASS                                APPROX.14.3 KM 1281406.5 |
 CZ1610| CH4903 BURRO RM 1                           44.940 METERS 22851     |
 CZ1610| CZ1609 BURRO                                23.180 METERS 24424     |
 CZ1610| CZ1611 BURRO RM 2                           39.309 METERS 26816     |
 CZ1610| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 4.9 KM 3084208.5 |
 CZ1610| CZ1158 PICACHO OVERPASS                    350.938 METERS 34748     |
 CZ1610|---------------------------------------------------------------------|
 CZ1610
 CZ1610                          SUPERSEDED SURVEY CONTROL
 CZ1610
 CZ1610  NAD 83(1986)-  32 43 25.06183(N)    111 30 54.24475(W) AD(       ) 1
 CZ1610  NAD 27      -  32 43 24.83861(N)    111 30 51.80843(W) AD(       ) 1
 CZ1610  NGVD 29 (??/??/92)  485.853  (m)         1594.00   (f) ADJ UNCH    1 2
 CZ1610
 CZ1610.Superseded values are not recommended for survey control.
 CZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1610.See file dsdata.txt to determine how the superseded data were derived.
 CZ1610
 CZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5173520766(NAD 83)
 CZ1610_MARKER: DS = TRIANGULATION STATION DISK
 CZ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1610_STAMPING: BURRO RMA
 CZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1610+STABILITY: SURFACE MOTION
 CZ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1610+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1984
 CZ1610
 CZ1610  HISTORY     - Date     Condition        Report By
 CZ1610  HISTORY     - 1971     MONUMENTED       NGS
 CZ1610  HISTORY     - 1975     GOOD             NGS
 CZ1610  HISTORY     - 1975     GOOD             AZDT
 CZ1610  HISTORY     - 1977     GOOD             NGS
 CZ1610  HISTORY     - 1980     GOOD             NGS
 CZ1610  HISTORY     - 19840316 GOOD
 CZ1610
 CZ1610                          STATION DESCRIPTION
 CZ1610
 CZ1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1610'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELOY, 1 MILE
 CZ1610'NORTHWEST OF PICACHO, 0.2 MILE SOUTH OF THE PICACHO OVERPASS AND ON
 CZ1610'HIGHWAY RIGHT-OF-WAY.
 CZ1610'
 CZ1610'TO REACH BURRO FROM THE POST OFFICE IN ELOY GO SOUTH ON MAIN
 CZ1610'STREET FOR 0.2 MILE TO THE INTERSECTION WITH FRONTIER STREET.  TURN
 CZ1610'LEFT AND GO SOUTHEAST ON FRONTIER STREET, THENCE STATE HIGHWAYS 84
 CZ1610'AND 93 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 87.  BEAR RIGHT
 CZ1610'AND GO SOUTH ON HIGHWAYS 84 AND 93 FOR 0.5 MILE TO THE PICACHO
 CZ1610'OVERPASS.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 CZ1610'LEFT IN THE NORTHEAST ANGLE OF THE INTERCHANGE OF INTERSTATE
 CZ1610'HIGHWAY 10 AND STATE HIGHWAYS 84 AND 93.
 CZ1610'
 CZ1610'THE STATION MARKS ARE STANDARD DISKS STAMPED BURRO RM A 1971, THE
 CZ1610'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ1610'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 219 FEET
 CZ1610'WEST OF A CHAINLINK FENCE, 233 FEET SOUTHEAST OF A CURB AND 150 FEET
 CZ1610'EAST OF THE OVERPASS FILL FOR INTERSTATE 10.  THE UNDERGROUND DISK
 CZ1610'IS ABOUT 42 INCHES UNDERGROUND.
 CZ1610'
 CZ1610'THE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL.
 CZ1610
 CZ1610                          STATION RECOVERY (1975)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ1610'THE STATION MARK AND MONUMENTS WERE RECOVERED IN GOOD CONDITION AS
 CZ1610'DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR
 CZ1610'GEOCEIVER STATION 51052.
 CZ1610'
 CZ1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--70 MILES NORTHWEST
 CZ1610'OF PHOENIX.
 CZ1610
 CZ1610                          STATION RECOVERY (1975)
 CZ1610
 CZ1610'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1610'1.25 MI NW FROM PICACHO.
 CZ1610'200 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND ABOUT 250 FT.
 CZ1610'NORTH OF THE I-10 CENTERLINE.  200 FT. EAST OF THE CENTERLINE OF STATE
 CZ1610'87.  245 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1610'TRIANGULATION BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST,
 CZ1610'FLUSH WITH THE GROUND.
 CZ1610
 CZ1610                          STATION RECOVERY (1977)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CZ1610'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND BURRO WERE
 CZ1610'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  A SHORTER DISTANCE OF
 CZ1610'.035 FEET FOR REFERENCE MARK 1 AND .033 FEET FOR REFERENCE MARK 2
 CZ1610'WAS NOTED AT THIS TIME.  THE STATION MARK WAS USED AS THE ANTENNA
 CZ1610'SITE FOR GEOCEIVER STATION 52052.
 CZ1610'
 CZ1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SE OF
 CZ1610'ELOY.
 CZ1610
 CZ1610                          STATION RECOVERY (1980)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 CZ1610'THE STATION MARK, BURRO 1971, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1610'AS DESCRIBED.  THE TO REACH IS ADEQUATE.
 CZ1610'
 CZ1610'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  NO ECCENTRICITY.
 CZ1610
 CZ1610                          STATION RECOVERY (1984)
 CZ1610
 CZ1610'RECOVERED 1984
 CZ1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1078 ***********************************************************************
 ET1078  DESIGNATION -  BUTLER
 ET1078  PID         -  ET1078
 ET1078  STATE/COUNTY-  AZ/LA PAZ
 ET1078  USGS QUAD   -  BUTLER WELL (1990)
 ET1078
 ET1078                         *CURRENT SURVEY CONTROL
 ET1078  ___________________________________________________________________
 ET1078* NAD 83(1992)-  34 01 09.12692(N)    113 43 55.06246(W)     ADJUSTED  
 ET1078* NAVD 88     -       462.44   (+/-2cm)    1517.2    (feet)  VERTCON   
 ET1078  ___________________________________________________________________
 ET1078  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ET1078  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 ET1078
 ET1078  HORZ ORDER  -  FIRST
 ET1078  VERT ORDER  -  THIRD ? (See Below)
 ET1078
 ET1078.The horizontal coordinates were established by classical geodetic methods
 ET1078.and adjusted by the National Geodetic Survey in August 1993..
 ET1078
 ET1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1078.The vertical order pertains to the NGVD 29 superseded value.
 ET1078
 ET1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1078
 ET1078.The geoid height was determined by GEOID03.
 ET1078
 ET1078;                    North         East     Units Scale Factor Converg.
 ET1078;SPC AZ W     -   334,794.871   215,025.970   MT  0.99993337   +0 00 36.3
 ET1078;SPC AZ W     - 1,098,408.37    705,465.78   iFT  0.99993337   +0 00 36.3
 ET1078;UTM  12      - 3,767,651.425   247,730.000   MT  1.00038458   -1 31 45.3
 ET1078
 ET1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1078!SPC AZ W     -   0.99993219  x   0.99993337  =   0.99986556
 ET1078!UTM  12      -   0.99993219  x   1.00038458  =   1.00031674
 ET1078
 ET1078|---------------------------------------------------------------------|
 ET1078| PID    Reference Object                     Distance      Geod. Az  |
 ET1078|                                                           dddmmss.s |
 ET1078| CH2839 BUTLER RM 1                          11.184 METERS 02309     |
 ET1078| CH2838 BUTLER AZ MK                                       1140815.8 |
 ET1078| CH2840 BUTLER RM 2                          10.810 METERS 29429     |
 ET1078|---------------------------------------------------------------------|
 ET1078
 ET1078                          SUPERSEDED SURVEY CONTROL
 ET1078
 ET1078  NAD 83(1986)-  34 01 09.12294(N)    113 43 55.07202(W) AD(       ) 1
 ET1078  NAD 27      -  34 01 09.03500(N)    113 43 52.30800(W) AD(       ) 1
 ET1078  NGVD 29 (07/19/86)  461.76   (m)         1515.0    (f) LEVELING    3  
 ET1078
 ET1078.Superseded values are not recommended for survey control.
 ET1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1078.See file dsdata.txt to determine how the superseded data were derived.
 ET1078
 ET1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4773067651(NAD 83)
 ET1078_MARKER: DS = TRIANGULATION STATION DISK
 ET1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1078
 ET1078  HISTORY     - Date     Condition        Report By
 ET1078  HISTORY     - 1948     MONUMENTED       CGS
 ET1078  HISTORY     - 1955     GOOD             CGS
 ET1078  HISTORY     - 1972     GOOD             AZHD
 ET1078
 ET1078                          STATION DESCRIPTION
 ET1078
 ET1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1078'THE STATION IS LOCATED IN BUTLER VALLEY, ABOUT 22 MILES AIR
 ET1078'LINE NORTHEAST OF BOUSE, ABOUT 19 MILES AIR LINE SOUTHWEST OF
 ET1078'ALAMO CROSSING, ABOUT 17 MILES AIRLINE NORTHWEST OF SALOME,
 ET1078'ABOUT 0.25 MILE SOUTH OF BUTLER WELL AND WINDMILL, ABOUT
 ET1078'100 YARDS EAST OF THE POINT WHERE THE ROAD AND POWER LINE
 ET1078'CROSSES CUNNINGHAM WASH, 48 PACES NORTHWEST OF POWER LINE
 ET1078'POLE 249 IN THE SOUTH POWER LINE, 14 PACES WEST OF THE CENTER
 ET1078'LINE OF TRACK ROAD NORTH TO WIND MILL, 15 FEET NORTH OF
 ET1078'AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF
 ET1078'BLADED ROAD, 7 FEET EAST-SOUTHEAST OF A 4X4 WITNESS POST,
 ET1078'PROJECTS 4 INCHES AND IS STAMPED, BUTLER 1948.
 ET1078'
 ET1078'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 ET1078'AS THE STATION, 15 FEET WEST OF THE CENTER LINE OF TRACK
 ET1078'ROAD NORTH, PROJECTS 4 INCHES AND IS STAMPED, BUTLER NO 1
 ET1078'1948.
 ET1078'
 ET1078'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1078'THE STATION, 16 FEET NORTH OF THE CENTER LINE OF BLADED ROAD,
 ET1078'PROJECTS 4 INCHES AND IS STAMPED, BUTLER NO 2 1948.
 ET1078'
 ET1078'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 30
 ET1078'PACES SOUTH OF POWER LINE POLE 265 IN THE NORTH POWER LINE,
 ET1078'23 PACES SOUTH OF THE CENTER LINE OF ROAD TO STATION, 3 FEET
 ET1078'NORTH OF POWER LINE POLE 252 IN THE SOUTH POWER LINE, 2 FEET
 ET1078'SOUTH OF A 4X4 WITNESS POST, PROJECTS 5 INCHES AND IS STAMPED,
 ET1078'BUTLER 1948.
 ET1078'
 ET1078'TO REACH FROM WENDEN.  CROSS RAILROAD TRACKS AND GO NORTH ON
 ET1078'BLADED ROAD, OVER CUNNINGHAM PASS FOR 11.1 MILES TO FORK
 ET1078'AT SIGN POST.  TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED
 ET1078'ROAD FOR 1.1 MILE TO POWER LINES.  CONTINUE ALONG ROAD BETWEEN
 ET1078'POWER LINES (W) FOR 8.0 MILES TO THE AZIMUTH MARK ON LEFT
 ET1078'IN THE SOUTH POWER LINE AS DESCRIBED ABOVE.  CONTINUE (W)
 ET1078'FOR 0.4 MILE TO THE INTERSECTION OF A TRACK ROAD FROM THE NORTH
 ET1078'AND THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 ET1078
 ET1078                          STATION RECOVERY (1955)
 ET1078
 ET1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1078'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1078'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 ET1078
 ET1078                          STATION RECOVERY (1972)
 ET1078
 ET1078'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1078'GENERAL LOCATION IS IN BUTLER VALLEY ABOUT 22 MILES NE
 ET1078'OF BOUSE AND 19 MILES SW OF ALAMO CROSSING
 ET1078'
 ET1078'TO REACH AS DESCRIBED EXCEPT POWERLINE POLE 249 SHOULD READ
 ET1078'318.
 ET1078'
 ET1078'STATION MARK GOOD CONDITION
 ET1078'
 ET1078'REFERENCE MARKS GOOD CONDITION
 ET1078'
 ET1078'AZIMUTH MARK NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0935 ***********************************************************************
 FR0935  DESIGNATION -  BUTTE
 FR0935  PID         -  FR0935
 FR0935  STATE/COUNTY-  AZ/YAVAPAI
 FR0935  USGS QUAD   -  YAMPAI SE (1981)
 FR0935
 FR0935                         *CURRENT SURVEY CONTROL
 FR0935  ___________________________________________________________________
 FR0935* NAD 83(1992)-  35 17 54.70461(N)    113 01 04.16128(W)     ADJUSTED  
 FR0935* NAVD 88     -      1765.3    (meters)    5792.     (feet)  VERTCON   
 FR0935  ___________________________________________________________________
 FR0935  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FR0935  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0935
 FR0935  HORZ ORDER  -  SECOND
 FR0935
 FR0935.The horizontal coordinates were established by classical geodetic methods
 FR0935.and adjusted by the National Geodetic Survey in August 1993..
 FR0935
 FR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0935
 FR0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0935
 FR0935.The geoid height was determined by GEOID03.
 FR0935
 FR0935;                    North         East     Units Scale Factor Converg.
 FR0935;SPC AZ C     -   477,246.835   113,211.893   MT  1.00002356   -0 38 10.8
 FR0935;SPC AZ C     - 1,565,770.46    371,430.10   iFT  1.00002356   -0 38 10.8
 FR0935;UTM  12      - 3,908,016.896   316,528.882   MT  1.00001485   -1 09 58.7
 FR0935
 FR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0935!SPC AZ C     -   0.99972702  x   1.00002356  =   0.99975057
 FR0935!UTM  12      -   0.99972702  x   1.00001485  =   0.99974186
 FR0935
 FR0935:                Primary Azimuth Mark                     Grid Az
 FR0935:SPC AZ C     -  BUTTE AZ MK                              006 40 11.3
 FR0935:UTM  12      -  BUTTE AZ MK                              007 11 59.2
 FR0935
 FR0935|---------------------------------------------------------------------|
 FR0935| PID    Reference Object                     Distance      Geod. Az  |
 FR0935|                                                           dddmmss.s |
 FR0935| FR0472 BUTTE AZ MK                                        0060200.5 |
 FR0935| FR0901 SELIGMAN SANTA FE RR TANK           APPROX.13.2 KM 0771411.9 |
 FR0935| FR0936 KA 9                                  5.598 METERS 12236     |
 FR0935| CH2847 BUTTE RM 1                            7.592 METERS 27208     |
 FR0935|---------------------------------------------------------------------|
 FR0935
 FR0935                          SUPERSEDED SURVEY CONTROL
 FR0935
 FR0935  NAD 83(1986)-  35 17 54.70496(N)    113 01 04.16040(W) AD(       ) 2
 FR0935  NAD 27      -  35 17 54.68410(N)    113 01 01.48900(W) AD(       ) 2
 FR0935  NGVD 29 (07/19/86) 1764.4    (m)         5789.     (f) VERT ANG       
 FR0935
 FR0935.Superseded values are not recommended for survey control.
 FR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0935.See file dsdata.txt to determine how the superseded data were derived.
 FR0935
 FR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1652908017(NAD 83)
 FR0935_MARKER: DE = TRAVERSE STATION DISK
 FR0935_SETTING: 66 = SET IN ROCK OUTCROP
 FR0935
 FR0935  HISTORY     - Date     Condition        Report By
 FR0935  HISTORY     - 1962     MONUMENTED       CGS
 FR0935
 FR0935                          STATION DESCRIPTION
 FR0935
 FR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0935'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SELIGMAN, ABOUT
 FR0935'5 MILES SOUTHWEST OF U.S. HIGHWAY 66 AND IN APPROXIMATE
 FR0935'CENTER OF A SMALL OVAL HILL.
 FR0935'
 FR0935'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0935'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 66, TURN RIGHT AND GO NORTHWEST
 FR0935'ON U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN
 FR0935'LEFT CROSSING RAILROAD TRACKS AND GO WESTERLY ON BLADED
 FR0935'ROAD FOR 5.8 MILES TO A PIPELINE, CONTINUE WEST FOR 0.1 MILE
 FR0935'TO AZIMUTH MARK ON RIGHT, CONTINUE WEST FOR 0.25 MILE TO A
 FR0935'DIM TRACK ROAD LEFT, TURN LEFT AND GO SOUTHERLY AROUND WEST
 FR0935'SIDE OF HILL, THENCE EAST FOR 0.45 MILE TO A SMALL SADDLE AND
 FR0935'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY TO TOP
 FR0935'OF HILL AND STATION.  (15 MINUTE PACK)
 FR0935'
 FR0935'STATION, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 FR0935'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 FR0935'AND STAMPED BUTTE 1962.  THE MARK IS 27.5 FEET NORTH OF A
 FR0935'SMALL TREE AND 14.2 FEET WEST OF WITNESS POST.
 FR0935'
 FR0935'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0935'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 FR0935'THE GROUND AND STAMPED BUTTE NO 1 1962.  THE MARK IS 38.9
 FR0935'FEET WEST OF WITNESS POST AND 35.5 FEET NORTHWEST OF A SMALL
 FR0935'TREE.
 FR0935'
 FR0935'KA NO. 9, A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION BRONZE
 FR0935'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 FR0935'WITH THE SURFACE OF THE GROUND AND STAMPED KA NO 9 1960.
 FR0935'THE MARK IS 25.5 FEET NORTHEAST OF A SMALL TREE AND 7.2 FEET
 FR0935'SOUTH OF WITNESS POST.
 FR0935'
 FR0935'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 FR0935'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE SOUTH
 FR0935'SIDE AND STAMPED BUTTE 1962.  THE MARK IS 36 FEET NORTH OF
 FR0935'CENTER OF ROAD.
 FR0935'
 FR0935'THE DISTANCE FROM R.M. NO. 1 TO KA NO. 9 (AHD) IS 41.79 FEET.
 FR0935'
 FR0935'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0362 ***********************************************************************
 GQ0362  DESIGNATION -  BUTTE
 GQ0362  PID         -  GQ0362
 GQ0362  STATE/COUNTY-  AZ/MOHAVE
 GQ0362  USGS QUAD   -  YELLOWHORSE FLAT (1979)
 GQ0362
 GQ0362                         *CURRENT SURVEY CONTROL
 GQ0362  ___________________________________________________________________
 GQ0362* NAD 83(1992)-  36 54 49.51117(N)    113 23 19.24824(W)     ADJUSTED  
 GQ0362* NAVD 88     -      1556.7    (meters)    5107.     (feet)  VERTCON   
 GQ0362  ___________________________________________________________________
 GQ0362  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 GQ0362  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0362
 GQ0362  HORZ ORDER  -  THIRD
 GQ0362
 GQ0362.The horizontal coordinates were established by classical geodetic methods
 GQ0362.and adjusted by the National Geodetic Survey in November 1997..
 GQ0362
 GQ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0362
 GQ0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0362
 GQ0362.The geoid height was determined by GEOID03.
 GQ0362
 GQ0362;                    North         East     Units Scale Factor Converg.
 GQ0362;SPC AZ W     -   655,982.486   245,555.894   MT  0.99994610   +0 13 01.3
 GQ0362;SPC AZ W     - 2,152,173.51    805,629.57   iFT  0.99994610   +0 13 01.3
 GQ0362;SPC UT S     - 3,029,122.502   331,696.121   MT  1.00006573   -1 09 25.8
 GQ0362;UTM  12      - 4,087,969.811   287,207.506   MT  1.00015786   -1 26 06.8
 GQ0362
 GQ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0362!SPC AZ W     -   0.99975951  x   0.99994610  =   0.99970562
 GQ0362!SPC UT S     -   0.99975951  x   1.00006573  =   0.99982523
 GQ0362!UTM  12      -   0.99975951  x   1.00015786  =   0.99991733
 GQ0362
 GQ0362|---------------------------------------------------------------------|
 GQ0362| PID    Reference Object                     Distance      Geod. Az  |
 GQ0362|                                                           dddmmss.s |
 GQ0362| CH2844 BUTTE RM 1                            6.221 METERS 08248     |
 GQ0362| CH2843 BUTTE AZ MK                                        1604743.2 |
 GQ0362| CH2845 BUTTE RM 2                            5.972 METERS 18028     |
 GQ0362|---------------------------------------------------------------------|
 GQ0362
 GQ0362                          SUPERSEDED SURVEY CONTROL
 GQ0362
 GQ0362  NAD 83(1992)-  36 54 49.50875(N)    113 23 19.24942(W) AD(       ) 3
 GQ0362  NAD 83(1986)-  36 54 49.50655(N)    113 23 19.24800(W) AD(       ) 3
 GQ0362  NAD 27      -  36 54 49.55500(N)    113 23 16.42600(W) AD(       ) 3
 GQ0362  NGVD 29 (07/19/86) 1555.8    (m)         5104.     (f) VERT ANG       
 GQ0362
 GQ0362.Superseded values are not recommended for survey control.
 GQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0362.See file dsdata.txt to determine how the superseded data were derived.
 GQ0362
 GQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8720887970(NAD 83)
 GQ0362_MARKER: DS = TRIANGULATION STATION DISK
 GQ0362_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0362_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0362
 GQ0362  HISTORY     - Date     Condition        Report By
 GQ0362  HISTORY     - 1953     MONUMENTED       CGS
 GQ0362
 GQ0362                          STATION DESCRIPTION
 GQ0362
 GQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0362'THE STATION IS LOCATED ON A ROCK COVERED BLACK LAVA BUTTE
 GQ0362'WHICH LIES BETWEEN THE OLD SUNSHINE TRAIL ROAD AND THE HIGH
 GQ0362'CLIFF KNOWN AS THE HURRICANE LEDGE.  THE BUTTE RISES FROM ALL
 GQ0362'SIDES IN STEEP SAGE COVERED SLOPES EXCEPT TO THE WEST WHERE
 GQ0362'IT DROPS AWAY IN A SHEER CLIFF.  IT IS ABOUT 18.5 MILES,
 GQ0362'AIRLINE, SOUTH-SOUTHWEST OF HURRICANE, 16.5 MILES SOUTHEAST
 GQ0362'OF ST. GEORGE, 2.5 MILES WEST OF HURRICANE LEDGE AND 2 MILES
 GQ0362'EAST OF THE OLD SUNSHINE TRAIL ROAD.
 GQ0362'
 GQ0362'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH.  GO EAST
 GQ0362'FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE CEMETARY, TURN
 GQ0362'RIGHT AND GO SOUTH AND EAST FOR 2.1 MILES TO A FORK AT THE
 GQ0362'SOUTH END OF THE STEEL BRIDGE OVER THE VIRGIN RIVER, TURN
 GQ0362'LEFT AND FOLLOW THE MAIN TRAVELED ROAD EAST AND SOUTHEAST
 GQ0362'FOR 2.0 MILES TO A FORK, TURN LEFT ON THE MAIN ROAD AND GO
 GQ0362'EAST FOR 1.2 MILES TO A FORK, KEEP RIGHT STRAIGHT AHEAD
 GQ0362'FOR 0.25 MILE TO A CATTLE GUARD, CROSS AND TURN RIGHT AND
 GQ0362'FOLLOW THE MAIN ROAD SOUTH AND SOUTHEAST FOR 1.5 MILES TO
 GQ0362'A FORK, KEEP RIGHT ON THE MAIN ROAD IN A SOUTHEASTERLY
 GQ0362'DIRECTION FOR 4.3 MILES TO CORRAL ON THE RIGHT, CONTINUE AHEAD
 GQ0362'0.1 MILE TO A FORK, TURN RIGHT CROSSING A WIDE WASH AND
 GQ0362'FOLLOW THE MAIN ROAD SOUTH FOR 4.7 MILES TO A CANYON,
 GQ0362'CONTINUE UP THE BOTTOM OF THE CANYON FOR 0.7 MILE, HERE
 GQ0362'FOLLOW THE MAIN ROAD UP OVER THE SWITCHBACK FOR 4.8 MILES
 GQ0362'OUT OF THE CANYON TO A DIM FORK, KEEP RIGHT FOR 1.3 MILES
 GQ0362'TO A FORK, KEEP LEFT FOR 0.25 MILE TO A WIRE GATE PASSING
 GQ0362'A RESERVOIR, CONTINUE ON THE MAIN ROAD FOR 1.25 MILE TO A
 GQ0362'WIRE GATE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE OF THE
 GQ0362'EAST GATE POST, TURN LEFT ON A TRACK ROAD AFTER PASSING
 GQ0362'THROUGH THE GATE AND GO 1.8 MILES TO THE JUNCTION WITH
 GQ0362'ANOTHER ROAD, TURN LEFT AND GO FOR 1.0 MILE TO THE BASE OF
 GQ0362'A BUTTE, CONTINUE ON THE MAIN ROAD FOR 0.1 MILE TO A
 GQ0362'FENCE, TURN LEFT FOR 0.1 MILE TO A SMALL VALLEY, HERE
 GQ0362'TURN LEFT UP THE LITTLE VALLEY AND ON UP THE SIDE OF THE BUTTE
 GQ0362'AS FAR AS YOU CAN GO, THEN PACK NORTH TO THE HIGHEST POINT
 GQ0362'AND STATION SITE.
 GQ0362'
 GQ0362'THE STATION IS A STANDARD DISK STAMPED BUTTE 1953, IT IS
 GQ0362'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS
 GQ0362'100 YARDS NORTH OF THE SOUTH EDGE OF THE BUTTE AND 30 FEET
 GQ0362'EAST OF THE EDGE OF A SHEER CLIFF.
 GQ0362'
 GQ0362'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUTTE NO 1 1953.
 GQ0362'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0362'
 GQ0362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUTTE NO 2 1953.
 GQ0362'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0362'
 GQ0362'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTE 1953.  IT
 GQ0362'IS BRAZED TO A 2-INCH CAST SOIL PIPE WHICH IS SET IN AN
 GQ0362'UNDERGROUND BASE OF CEMENT AND PROJECTS 6 INCHES.  IT IS LOCATED
 GQ0362'ON THE SOUTH SIDE OF AN OLD LAKE BED IN THE Y FORK OF A TRACK
 GQ0362'ROAD ABOUT 50 FEET SOUTH OF THE FORK.  TO REACH FROM THE
 GQ0362'BASE OF THE BUTTE.  GO SOUTH ON TRACK ROAD FOR 1.0 MILE TO
 GQ0362'A FORK, KEEP LEFT FOR 0.6 MILE TO A FORK AND THE MARK AS
 GQ0362'DESCRIBED.  IT CAN BE REACHED FROM THE JUNCTION OF THE TWO
 GQ0362'ROADS, IN THE TO REACH OF THE STATION, BY TURNING RIGHT AND
 GQ0362'GOING 0.6 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0545 ***********************************************************************
 ER0545  DESIGNATION -  BUTTE
 ER0545  PID         -  ER0545
 ER0545  STATE/COUNTY-  AZ/NAVAJO
 ER0545  USGS QUAD   -  ADAMANA (1982)
 ER0545
 ER0545                         *CURRENT SURVEY CONTROL
 ER0545  ___________________________________________________________________
 ER0545* NAD 83(1992)-  34 53 54.68018(N)    109 51 39.52651(W)     ADJUSTED  
 ER0545* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 ER0545  ___________________________________________________________________
 ER0545  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 ER0545  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ER0545
 ER0545  HORZ ORDER  -  SECOND
 ER0545
 ER0545.The horizontal coordinates were established by classical geodetic methods
 ER0545.and adjusted by the National Geodetic Survey in August 1993..
 ER0545
 ER0545.The orthometric height was scaled from a topographic map.
 ER0545
 ER0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0545
 ER0545.The geoid height was determined by GEOID03.
 ER0545
 ER0545;                    North         East     Units Scale Factor Converg.
 ER0545;SPC AZ E     -   432,360.077   241,297.274   MT  0.99990962   +0 10 29.6
 ER0545;SPC AZ E     - 1,418,504.19    791,657.72   iFT  0.99990962   +0 10 29.6
 ER0545;UTM  12      - 3,862,381.527   604,068.040   MT  0.99973348   +0 39 06.2
 ER0545
 ER0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0545!SPC AZ E     -   0.99972713  x   0.99990962  =   0.99963677
 ER0545!UTM  12      -   0.99972713  x   0.99973348  =   0.99946068
 ER0545
 ER0545:                Primary Azimuth Mark                     Grid Az
 ER0545:SPC AZ E     -  BUTTE AZ MK                              205 37 33.2
 ER0545:UTM  12      -  BUTTE AZ MK                              205 08 56.6
 ER0545
 ER0545|---------------------------------------------------------------------|
 ER0545| PID    Reference Object                     Distance      Geod. Az  |
 ER0545|                                                           dddmmss.s |
 ER0545| CD1722 BUTTE AZ MK                                        2054802.8 |
 ER0545| CD1723 BUTTE RM 1                            8.023 METERS 22713     |
 ER0545| CD1724 BUTTE RM 2                            7.818 METERS 32147     |
 ER0545|---------------------------------------------------------------------|
 ER0545
 ER0545                          SUPERSEDED SURVEY CONTROL
 ER0545
 ER0545  NAD 83(1986)-  34 53 54.67326(N)    109 51 39.52832(W) AD(       ) 2
 ER0545  NAD 27      -  34 53 54.57210(N)    109 51 37.11290(W) AD(       ) 2
 ER0545
 ER0545.Superseded values are not recommended for survey control.
 ER0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0545.See file dsdata.txt to determine how the superseded data were derived.
 ER0545
 ER0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0406862382(NAD 83)
 ER0545_MARKER: DD = SURVEY DISK
 ER0545_SETTING: 66 = SET IN ROCK OUTCROP
 ER0545_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ER0545
 ER0545  HISTORY     - Date     Condition        Report By
 ER0545  HISTORY     - 1959     MONUMENTED       USGS
 ER0545
 ER0545                          STATION DESCRIPTION
 ER0545
 ER0545'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (SLH)
 ER0545'THE STATION IS LOCATED ON A HIGH MESA, THE MOST EASTERN OF SEVERAL
 ER0545'FORMING A SCATTERED GROUP, ABOUT 16 MILES EAST OF HOLBROOK.
 ER0545'
 ER0545'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 ER0545'SOUTH ON U.S. HIGHWAY 260 AND ARIZONA STATE HIGHWAY 77 FOR
 ER0545'0.8 MILE TO A FORK, TAKE THE LEFT FORK AND FOLLOW 260 FOR
 ER0545'3.3 MILES TO THE BRIDGE OVER THE LITTLE COLORADO RIVER.  CONTINUE
 ER0545'AHEAD ON THE HIGHWAY FOR 8.8 MILES TO A LOCKED METAL GATE ON THE
 ER0545'LEFT, GO THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTHWARD
 ER0545'FOR 7.2 MILES TO SEVERAL DESERTED RANCH BUILDINGS.  CONTINUE
 ER0545'AHEAD, PASSING TO THE RIGHT OF THE BUILDINGS AND A DUG EARTHEN
 ER0545'RESERVOIR FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ER0545'LEAVE THE TRACK ROAD AND PICK A WAY NORTHWARD TO THE WEST END
 ER0545'OF THE STEEP-SIDED MESA FOR 1.5 MILES TO THE END OF TRUCK
 ER0545'TRAVEL.  PACK EAST UP THE STEEP SIDE, THEN EAST ACROSS THE
 ER0545'FLAT TOP FOR ABOUT 900 FEET TO THE STATION.
 ER0545'
 ER0545'THE STATION MARK IS A U.S.G.S. DISK STAMPED BUTTE 1933, SET
 ER0545'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 9 FEET SOUTHEAST
 ER0545'OF A 4 FOOT CAIRN.
 ER0545'
 ER0545'R.M. 1 IS A U.S.G.S. DISK STAMPED NO 1, SET IN A DRILL HOLE
 ER0545'IN BEDROCK THAT IS FLUSH AND IS 30 FEET SOUTH OF THE CAIRN.
 ER0545'
 ER0545'R.M. 2 IS A U.S.G.S. DISK STAMPED NO 2, SET IN A DRILL HOLE
 ER0545'IN A BOULDER THAT PROJECTS 3 INCHES AND IS 17 FEET NORTHWEST OF
 ER0545'THE CAIRN.
 ER0545'
 ER0545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTE USGS 1959,
 ER0545'WELDED TO THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS
 ER0545'8 INCHES FROM A CONCRETE BASE.  IT IS 13 FEET NORTH OF THE
 ER0545'CENTER OF A TRACK ROAD AND 2.8 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0836 ***********************************************************************
 ES0836  DESIGNATION -  BUTTE
 ES0836  PID         -  ES0836
 ES0836  STATE/COUNTY-  AZ/NAVAJO
 ES0836  USGS QUAD   -  TAYLOR (1970)
 ES0836
 ES0836                         *CURRENT SURVEY CONTROL
 ES0836  ___________________________________________________________________
 ES0836* NAD 83(1992)-  34 23 30.83559(N)    110 04 20.32990(W)     ADJUSTED  
 ES0836* NAVD 88     -      1863.9    (meters)    6115.     (feet)  VERTCON   
 ES0836  ___________________________________________________________________
 ES0836  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0836  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0836
 ES0836  HORZ ORDER  -  SECOND
 ES0836
 ES0836.The horizontal coordinates were established by classical geodetic methods
 ES0836.and adjusted by the National Geodetic Survey in August 1993..
 ES0836
 ES0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0836
 ES0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0836
 ES0836.The geoid height was determined by GEOID03.
 ES0836
 ES0836;                    North         East     Units Scale Factor Converg.
 ES0836;SPC AZ E     -   376,125.275   222,035.663   MT  0.99990093   +0 03 11.9
 ES0836;SPC AZ E     - 1,234,006.81    728,463.46   iFT  0.99990093   +0 03 11.9
 ES0836;UTM  12      - 3,806,000.295   585,275.737   MT  0.99968963   +0 31 26.5
 ES0836
 ES0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0836!SPC AZ E     -   0.99971126  x   0.99990093  =   0.99961222
 ES0836!UTM  12      -   0.99971126  x   0.99968963  =   0.99940098
 ES0836
 ES0836|---------------------------------------------------------------------|
 ES0836| PID    Reference Object                     Distance      Geod. Az  |
 ES0836|                                                           dddmmss.s |
 ES0836| DZ1185 BUTTE RM 1                           13.374 METERS 08601     |
 ES0836| ES0837 DIVIDE                              APPROX. 6.9 KM 1613650.9 |
 ES0836| DZ1184 BUTTE RM 2                           19.554 METERS 17202     |
 ES0836|---------------------------------------------------------------------|
 ES0836
 ES0836                          SUPERSEDED SURVEY CONTROL
 ES0836
 ES0836  NAD 83(1986)-  34 23 30.82922(N)    110 04 20.33698(W) AD(       ) 2
 ES0836  NGVD 29 (09/20/87) 1863.1    (m)         6113.     (f) VERT ANG       
 ES0836
 ES0836.Superseded values are not recommended for survey control.
 ES0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0836.See file dsdata.txt to determine how the superseded data were derived.
 ES0836
 ES0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8527606000(NAD 83)
 ES0836_MARKER: DD = SURVEY DISK
 ES0836_SETTING: 66 = SET IN ROCK OUTCROP
 ES0836_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0836+STABILITY: POSITION/ELEVATION WELL
 ES0836
 ES0836  HISTORY     - Date     Condition        Report By
 ES0836  HISTORY     - 1981     MONUMENTED       AZDT
 ES0836
 ES0836                          STATION DESCRIPTION
 ES0836
 ES0836'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0836'THE STATION IS LOCATED 9.8 MILES NORTHWEST OF SHOW LOW, 1 MILE
 ES0836'SOUTHEAST OF SHUMWAY AND ABOUT 0.4 MILE SOUTHWEST OF STATE ROUTE 77.
 ES0836'IT IS ON TOP OF SHUMWAY BUTTE THE HIGHEST POINT IN THE VICINITY.
 ES0836'
 ES0836'THE STATION MARK IS AN ADOT DISK STAMPED---BUTTE 1981---.  IT IS SET I
 ES0836'DRILL HOLE IN ROCK 4 FEET SOUTHEAST OF THE WITNESS POST.
 ES0836'
 ES0836'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BUTTE RM 1 1981---.  IT IS
 ES0836'IN A DRILL HOLE IN ROCK.
 ES0836'
 ES0836'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BUTTE RM 2 1981---.  IT IS
 ES0836'IN A DRILL HOLE IN ROCK.
 ES0836'
 ES0836'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0836'U.S. HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION OF STATE ROUTE 77.  TURN
 ES0836'LEFT AND TRAVEL NORTHWEST ALONG SR 77 FOR 7.1 MILES TO A ROAD ON THE
 ES0836'LEFT LEADING TO LONE PINE DAM.  TURN LEFT FOR 0.2 MILE TO THE GAS AND
 ES0836'POWERLINE EASEMENT.  TURN RIGHT ALONG GAS LINE FOR 0.25 MILE TO A
 ES0836'FENCE.  TURN LEFT FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 ES0836'CONTINUE NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE TO A GAS
 ES0836'LINE, JOG LEFT ALONG GAS LINE FOR 1.65 MILES TO 2 GATES.  PASS THROUGH
 ES0836'THE RIGHT GATE AND CONTINUE NORTHWEST ALONG THE GAS LINE FOR 0.25 MILE
 ES0836'TO A TRAIL ROAD ON THE RIGHT.  TURN RIGHT ALONG THE TRAIL ROAD FOR
 ES0836'0.45 MILE TO THE ROCK OUTCROP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0472 ***********************************************************************
 FR0472  DESIGNATION -  BUTTE AZ MK
 FR0472  PID         -  FR0472
 FR0472  STATE/COUNTY-  AZ/YAVAPAI
 FR0472  USGS QUAD   -  YAMPAI SE (1981)
 FR0472
 FR0472                         *CURRENT SURVEY CONTROL
 FR0472  ___________________________________________________________________
 FR0472* NAD 83(1986)-  35 18 10.     (N)    113 01 02.     (W)     SCALED    
 FR0472* NAVD 88     -      1669.142  (meters)    5476.18   (feet)  POSTED    
 FR0472  ___________________________________________________________________
 FR0472  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 FR0472  DYNAMIC HT  -        1666.900 (meters)    5468.82  (feet)  COMP
 FR0472  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 FR0472
 FR0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0472
 FR0472.The horizontal coordinates were scaled from a topographic map and have
 FR0472.an estimated accuracy of +/- 6 seconds.
 FR0472
 FR0472.The orthometric height was determined by differential leveling
 FR0472.and adjusted by the National Geodetic Survey in 1992..
 FR0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0472.rate of 0.0 thru 1.0 mm/km.
 FR0472
 FR0472.The geoid height was determined by GEOID03.
 FR0472
 FR0472.The dynamic height is computed by dividing the NAVD 88
 FR0472.geopotential number by the normal gravity value computed on the
 FR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0472.degrees latitude (g = 980.6199 gals.).
 FR0472
 FR0472.The modeled gravity was interpolated from observed gravity values.
 FR0472
 FR0472;                    North         East    Units  Estimated Accuracy
 FR0472;SPC AZ C     -   477,720.      113,270.      MT  (+/- 180 meters Scaled)
 FR0472
 FR0472                          SUPERSEDED SURVEY CONTROL
 FR0472
 FR0472  NGVD 29 (??/??/92) 1668.216  (m)         5473.14   (f) ADJ UNCH    2 0
 FR0472
 FR0472.Superseded values are not recommended for survey control.
 FR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0472.See file dsdata.txt to determine how the superseded data were derived.
 FR0472
 FR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE165084(NAD 83)
 FR0472_MARKER: DZ = AZIMUTH MARK DISK
 FR0472_SETTING: 66 = SET IN ROCK OUTCROP
 FR0472_SP_SET: ROCK OUTCROP
 FR0472_STAMPING: BUTTE 1962
 FR0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0472+STABILITY: POSITION/ELEVATION WELL
 FR0472
 FR0472  HISTORY     - Date     Condition        Report By
 FR0472  HISTORY     - 1962     MONUMENTED       CGS
 FR0472
 FR0472                          STATION DESCRIPTION
 FR0472
 FR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0472'8.9 MI E FROM SELIGMAN.
 FR0472'3.0 MILES WEST ALONG THE ATCHISON TOPEKA, AND SANTA FE RAILWAY FROM
 FR0472'ITS STATION AT SELIGMAN, THENCE 5.90 MILES WEST ALONG A GRAVEL ROAD,
 FR0472'SET IN TOP OF A 3 BY 5 ROCK OUTCROP PROJECTING 2 FEET, 36 FEET NORTH
 FR0472'OF THE ROAD, ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0117 ***********************************************************************
 GP0117  DESIGNATION -  BW 10
 GP0117  PID         -  GP0117
 GP0117  STATE/COUNTY-  AZ/COCONINO
 GP0117  USGS QUAD   -  PAGE (1985)
 GP0117
 GP0117                         *CURRENT SURVEY CONTROL
 GP0117  ___________________________________________________________________
 GP0117* NAD 83(1986)-  36 56 08.     (N)    111 29 04.     (W)     SCALED    
 GP0117* NAVD 88     -       965.412  (meters)    3167.36   (feet)  ADJUSTED  
 GP0117  ___________________________________________________________________
 GP0117  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0117  DYNAMIC HT  -         964.314 (meters)    3163.75  (feet)  COMP
 GP0117  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 GP0117
 GP0117  VERT ORDER  -  FIRST     CLASS II
 GP0117
 GP0117.The horizontal coordinates were scaled from a topographic map and have
 GP0117.an estimated accuracy of +/- 6 seconds.
 GP0117
 GP0117.The orthometric height was determined by differential leveling
 GP0117.and adjusted by the National Geodetic Survey in June 1991..
 GP0117
 GP0117.The geoid height was determined by GEOID03.
 GP0117
 GP0117.The dynamic height is computed by dividing the NAVD 88
 GP0117.geopotential number by the normal gravity value computed on the
 GP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0117.degrees latitude (g = 980.6199 gals.).
 GP0117
 GP0117.The modeled gravity was interpolated from observed gravity values.
 GP0117
 GP0117;                    North         East    Units  Estimated Accuracy
 GP0117;SPC AZ C     -   658,410.      251,860.      MT  (+/- 180 meters Scaled)
 GP0117
 GP0117                          SUPERSEDED SURVEY CONTROL
 GP0117
 GP0117  NGVD 29 (??/??/92)  964.520  (m)         3164.43   (f) ADJ UNCH    1 2
 GP0117
 GP0117.Superseded values are not recommended for survey control.
 GP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0117.See file dsdata.txt to determine how the superseded data were derived.
 GP0117
 GP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568878(NAD 83)
 GP0117_MARKER: DD = SURVEY DISK
 GP0117_SETTING: 66 = SET IN ROCK OUTCROP
 GP0117_SP_SET: SANDSTONE LEDGE
 GP0117_STAMPING: BW 10 1957
 GP0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0117+STABILITY: POSITION/ELEVATION WELL
 GP0117
 GP0117  HISTORY     - Date     Condition        Report By
 GP0117  HISTORY     - 1957     MONUMENTED       BOR
 GP0117  HISTORY     - 1962     GOOD             NGS
 GP0117
 GP0117                          STATION DESCRIPTION
 GP0117
 GP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0117'IN PAGE.
 GP0117'AT THE POWERPLANT OF THE GLEN CANYON DAM, ON THE WEST WALL OF THE
 GP0117'CANYON, ABOUT 700 FEET SOUTH OF THE AXIS OF THE DAM, ABOUT 170 FEET
 GP0117'NORTH OF THE CENTERLINE OF THE BRIDGE, AND SET IN THE TOP OF A
 GP0117'SANDSTONE LEDGE OF THE WEST WALL OF THE CANYON DOWNSTREAM FROM THE
 GP0117'POWERPLANT.  NOTE-- TO LEVEL TO THIS MARK THE CANYON WALL MUST BE
 GP0117'SCALED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3554 ***********************************************************************
 AA3554  HT_MOD      -  This is a Height Modernization Survey Station.
 AA3554  SACS        -  This is a Secondary Airport Control Station.
 AA3554  DESIGNATION -  BXK A 1994
 AA3554  PID         -  AA3554
 AA3554  STATE/COUNTY-  AZ/MARICOPA
 AA3554  USGS QUAD   -  BUCKEYE NW (1982)
 AA3554
 AA3554                         *CURRENT SURVEY CONTROL
 AA3554  ___________________________________________________________________
 AA3554* NAD 83(1992)-  33 25 33.92984(N)    112 41 07.53427(W)     ADJUSTED  
 AA3554* NAVD 88     -       310.21   (meters)    1017.7    (feet)  GPS OBS   
 AA3554  ___________________________________________________________________
 AA3554  X           -  -2,055,174.436 (meters)                     COMP
 AA3554  Y           -  -4,916,565.003 (meters)                     COMP
 AA3554  Z           -   3,493,649.670 (meters)                     COMP
 AA3554  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AA3554  ELLIP HEIGHT-         279.52  (meters)          (01/12/01) GPS OBS
 AA3554  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AA3554
 AA3554  HORZ ORDER  -  B
 AA3554  ELLP ORDER  -  FOURTH    CLASS I
 AA3554
 AA3554.This mark is at Buckeye Municipal Airport (BXK)
 AA3554
 AA3554.The horizontal coordinates were established by GPS observations
 AA3554.and adjusted by the National Geodetic Survey in December 1994..
 AA3554
 AA3554.The orthometric height was determined by GPS observations and a
 AA3554.high-resolution geoid model.
 AA3554
 AA3554.GPS derived orthometric heights for airport stations designated as
 AA3554.PACS or SACS are published to 2 decimal places.  This maintains
 AA3554.centimeter relative accuracy between the PACS and SACS.  It does
 AA3554.not indicate centimeter accuracy relative to other marks which are
 AA3554.part of the NAVD 88 network.
 AA3554
 AA3554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3554
 AA3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3554
 AA3554.The ellipsoidal height was determined by GPS observations
 AA3554.and is referenced to NAD 83.
 AA3554
 AA3554.The geoid height was determined by GEOID03.
 AA3554
 AA3554;                    North         East     Units Scale Factor Converg.
 AA3554;SPC AZ C     -   269,268.098   141,870.562   MT  0.99996299   -0 25 24.6
 AA3554;SPC AZ C     -   883,425.52    465,454.60   iFT  0.99996299   -0 25 24.6
 AA3554;UTM  12      - 3,699,794.890   343,306.693   MT  0.99990271   -0 55 43.0
 AA3554
 AA3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3554!SPC AZ C     -   0.99995612  x   0.99996299  =   0.99991911
 AA3554!UTM  12      -   0.99995612  x   0.99990271  =   0.99985883
 AA3554
 AA3554                          SUPERSEDED SURVEY CONTROL
 AA3554
 AA3554  ELLIP H (12/30/94)  279.57   (m)                       GP(       ) 4 1
 AA3554  NGVD 29 (12/30/94)  309.58   (m)         1015.7    (f) LEVELING    3  
 AA3554
 AA3554.Superseded values are not recommended for survey control.
 AA3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3554.See file dsdata.txt to determine how the superseded data were derived.
 AA3554
 AA3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4330799795(NAD 83)
 AA3554_MARKER: DD = SURVEY DISK
 AA3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3554_STAMPING: BXK A 1994
 AA3554_MARK LOGO: NOS   
 AA3554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3554+STABILITY: SURFACE MOTION
 AA3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3554+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 AA3554
 AA3554  HISTORY     - Date     Condition        Report By
 AA3554  HISTORY     - 1994     MONUMENTED       NOS
 AA3554  HISTORY     - 19940615 GOOD             NGS
 AA3554  HISTORY     - 19980929 GOOD             AZ-013
 AA3554  HISTORY     - 20000310 GOOD             MCDOT
 AA3554
 AA3554                          STATION DESCRIPTION
 AA3554
 AA3554'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3554'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3554'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3554'THE BUCKEYE MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN RUNWAY 17 AND THE
 AA3554'NORTH-SOUTH PARALLEL TAXIWAY AND NEAR RUNWAY END 17.  FOR ACCESS
 AA3554'CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ 85326.  PHONE
 AA3554'(602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10 AND PALO VERDE
 AA3554'ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE, GO SOUTH ON
 AA3554'PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT ENTRANCE ROAD ON
 AA3554'THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR 0.45 MI (0.72 KM)
 AA3554'TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL TAXIWAY.  TURN RIGHT,
 AA3554'NORTHERLY ON PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AA3554'THE LEFT. THE STATION IS LOCATED 206.3 FT (62.9 M) NORTHEAST OF THE
 AA3554'FIRST RUNWAY LIGHT (SHOWS WHITE) SOUTH OF RUNWAY END 17 AND ON THE
 AA3554'EAST EDGE OF THE RUNWAY, 202.9 FT (61.8 M) EAST OF THE CENTERLINE OF
 AA3554'RUNWAY 17, 147.6 FT (45.0 M) SOUTH OF THE CENTERLINE OF THE TAXIWAY
 AA3554'LEADING TO RUNWAY END 17 AND 117.7 FT (35.9 M) SOUTH OF A TAXIWAY
 AA3554'LIGHT (SHOWS BLUE) AND ON LINE WITH THE FIRST SET OF TAXIWAY LIGHTS
 AA3554'EAST OF THE RUN UP AREA.
 AA3554
 AA3554                          STATION RECOVERY (1994)
 AA3554
 AA3554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3554'THE STATION IS LOCATED AT THE BUCKEYE MUNI AIRPORT NEAR THE NORTH END
 AA3554'OF THE RUNWAY.  IT IS 202.9 FT (61.8 M) EAST OF THE CENTERLINE OF THE
 AA3554'RUNWAY, 206.3 FT (62.9 M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF
 AA3554'THE NORTH END OF THE RUNWAY, 117.7 FT (35.9 M) SOUTH OF A TAXIWAY
 AA3554'LIGHT AND ON LINE WITH THE FIRST SET OF TAXIWAY LIGHTS EAST OF THE
 AA3554'RUNUP AREA, AND 147.6 FT (45.0 M) SOUTH OF THE CENTERLINE OF THE
 AA3554'TAXIWAY.  THE STATION IS AN NOS DISK SET IN THE TOP OF A CONCRETE POST
 AA3554'SET FLUSH WITH THE GROUND.  THE DISK IS STAMPED BXK A 1994.
 AA3554
 AA3554                          STATION RECOVERY (1998)
 AA3554
 AA3554'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 AA3554'RECOVERED AS DESCRIBED.  GENERAL STATION LOCATION NEAR BUCKEYE,
 AA3554'ARIZONA.  RECOVERED AS DESCRIBED.
 AA3554
 AA3554                          STATION RECOVERY (2000)
 AA3554
 AA3554'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AA3554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3555 ***********************************************************************
 AA3555  PACS        -  This is a Primary Airport Control Station.
 AA3555  DESIGNATION -  BXK B 1994
 AA3555  PID         -  AA3555
 AA3555  STATE/COUNTY-  AZ/MARICOPA
 AA3555  USGS QUAD   -  BUCKEYE NW (1982)
 AA3555
 AA3555                         *CURRENT SURVEY CONTROL
 AA3555  ___________________________________________________________________
 AA3555* NAD 83(1992)-  33 25 16.24168(N)    112 41 13.14213(W)     ADJUSTED  
 AA3555* NAVD 88     -       306.39   (+/-2cm)    1005.2    (feet)  VERTCON   
 AA3555  ___________________________________________________________________
 AA3555  X           -  -2,055,422.656 (meters)                     COMP
 AA3555  Y           -  -4,916,783.145 (meters)                     COMP
 AA3555  Z           -   3,493,192.717 (meters)                     COMP
 AA3555  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AA3555  ELLIP HEIGHT-         275.70  (meters)          (01/12/01) GPS OBS
 AA3555  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA3555
 AA3555  HORZ ORDER  -  B
 AA3555  VERT ORDER  -  THIRD ? (See Below)
 AA3555  ELLP ORDER  -  FOURTH    CLASS I
 AA3555
 AA3555.This mark is at Buckeye Municipal Airport (BXK)
 AA3555
 AA3555.The horizontal coordinates were established by GPS observations
 AA3555.and adjusted by the National Geodetic Survey in December 1994..
 AA3555
 AA3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3555
 AA3555.GPS derived orthometric heights for airport stations designated as
 AA3555.PACS or SACS are published to 2 decimal places.  This maintains
 AA3555.centimeter relative accuracy between the PACS and SACS.  It does
 AA3555.not indicate centimeter accuracy relative to other marks which are
 AA3555.part of the NAVD 88 network.
 AA3555.The vertical order pertains to the NGVD 29 superseded value.
 AA3555
 AA3555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3555
 AA3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3555
 AA3555.The ellipsoidal height was determined by GPS observations
 AA3555.and is referenced to NAD 83.
 AA3555
 AA3555.The geoid height was determined by GEOID03.
 AA3555
 AA3555;                    North         East     Units Scale Factor Converg.
 AA3555;SPC AZ C     -   268,724.252   141,721.664   MT  0.99996325   -0 25 27.5
 AA3555;SPC AZ C     -   881,641.25    464,966.09   iFT  0.99996325   -0 25 27.5
 AA3555;UTM  12      - 3,699,252.411   343,153.015   MT  0.99990331   -0 55 45.7
 AA3555
 AA3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3555!SPC AZ C     -   0.99995672  x   0.99996325  =   0.99991997
 AA3555!UTM  12      -   0.99995672  x   0.99990331  =   0.99986003
 AA3555
 AA3555                          SUPERSEDED SURVEY CONTROL
 AA3555
 AA3555  ELLIP H (12/30/94)  275.76   (m)                       GP(       ) 4 1
 AA3555  NGVD 29 (12/30/94)  305.75   (m)         1003.1    (f) LEVELING    3  
 AA3555
 AA3555.Superseded values are not recommended for survey control.
 AA3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3555.See file dsdata.txt to determine how the superseded data were derived.
 AA3555
 AA3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4315399252(NAD 83)
 AA3555_MARKER: DD = SURVEY DISK
 AA3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3555_STAMPING: BXK B 1994
 AA3555_MARK LOGO: NOS   
 AA3555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3555+STABILITY: SURFACE MOTION
 AA3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3555+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2003
 AA3555
 AA3555  HISTORY     - Date     Condition        Report By
 AA3555  HISTORY     - 1994     MONUMENTED       NOS
 AA3555  HISTORY     - 19940615 GOOD             NGS
 AA3555  HISTORY     - 20031114 GOOD             INDIV
 AA3555
 AA3555                          STATION DESCRIPTION
 AA3555
 AA3555'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3555'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3555'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3555'THE BUCKEYE MUNICIPAL AIRPORT NEAR MID-FIELD, NORTH OF RUNWAY 17-35.
 AA3555'FOR ACCESS CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ
 AA3555'85326.  PHONE (602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10
 AA3555'AND PALO VERDE ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE,
 AA3555'GO SOUTH ON PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT
 AA3555'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR
 AA3555'0.45 MI (0.72 KM) TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL
 AA3555'TAXIWAY.  CONTINUE WESTERLY ON CONNECTING TAXIWAY FOR 0.1 MI (0.2 KM)
 AA3555'THE EAST EDGE OF RUNWAY 17-35, CROSS RUNWAY 17-35 CONTINUE WESTERLY
 AA3555'FOR ABOUT 200.0 FT (61.0 M) TO THE STATION ON THE RIGHT. THE STATION
 AA3555'IS LOCATED 212.2 FT (64.7 M) WEST OF THE CENTERLINE OF RUNWAY 17-35,
 AA3555'192.6 FT (58.7 M) NORTHWEST OF A RUNWAY LIGHT THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE CONNECTING TAXIWAY, 191.1 FT (58.2 M) SOUTHWEST OF
 AA3555'THE FIRST RUNWAY LIGHT NORTH OF THE TAXIWAY AND ON THE WEST SIDE OF
 AA3555'THE RUNWAY AND 115.5 FT (35.2 M) NORTH-NORTHEAST OF THE WINDSOCK POLE
 AA3555'THATS ON THE EXTENDED CENTERLINE OF THE CONNECTING TAXIWAY.
 AA3555
 AA3555                          STATION RECOVERY (1994)
 AA3555
 AA3555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3555'THE STATION IS LOCATED AT THE BUCKEYE MUNI AIRPORT NEAR MID-FIELD.  IT
 AA3555'IS 212.2 FT (64.7 M) WEST OF THE CENTERLINE OF THE RUNWAY, 192.6 FT
 AA3555'(58.7 M) NORTHWEST OF THE RUNWAY LIGHT THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE MID-FIELD PERPENDICULAR TAXIWAY, 191.1 FT (58.2 M)
 AA3555'SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF THE TAXIWAY, AND 115.5 FT
 AA3555'(35.2 M) NORTH-NORTHEAST OF THE WINDSOCK POLE THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE MIDFIELD TAXIWAY.  THE STATION IS AN NOS DISK SET IN
 AA3555'THE TOP OF A CONCRETE POST THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE
 AA3555'GROUND.  THE DISK IS STAMPED BXK B 1994.
 AA3555
 AA3555                          STATION RECOVERY (2003)
 AA3555
 AA3555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BSF)
 AA3555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3556 ***********************************************************************
 AA3556  SACS        -  This is a Secondary Airport Control Station.
 AA3556  DESIGNATION -  BXK C 1994
 AA3556  PID         -  AA3556
 AA3556  STATE/COUNTY-  AZ/MARICOPA
 AA3556  USGS QUAD   -  BUCKEYE NW (1982)
 AA3556
 AA3556                         *CURRENT SURVEY CONTROL
 AA3556  ___________________________________________________________________
 AA3556* NAD 83(1992)-  33 24 55.70643(N)    112 41 08.92104(W)     ADJUSTED  
 AA3556* NAVD 88     -       302.71   (+/-2cm)     993.1    (feet)  VERTCON   
 AA3556  ___________________________________________________________________
 AA3556  X           -  -2,055,455.240 (meters)                     COMP
 AA3556  Y           -  -4,917,143.862 (meters)                     COMP
 AA3556  Z           -   3,492,662.592 (meters)                     COMP
 AA3556  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AA3556  ELLIP HEIGHT-         272.01  (meters)          (01/12/01) GPS OBS
 AA3556  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA3556
 AA3556  HORZ ORDER  -  B
 AA3556  VERT ORDER  -  THIRD ? (See Below)
 AA3556  ELLP ORDER  -  FOURTH    CLASS I
 AA3556
 AA3556.This mark is at Buckeye Municipal Airport (BXK)
 AA3556
 AA3556.The horizontal coordinates were established by GPS observations
 AA3556.and adjusted by the National Geodetic Survey in December 1994..
 AA3556
 AA3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3556
 AA3556.GPS derived orthometric heights for airport stations designated as
 AA3556.PACS or SACS are published to 2 decimal places.  This maintains
 AA3556.centimeter relative accuracy between the PACS and SACS.  It does
 AA3556.not indicate centimeter accuracy relative to other marks which are
 AA3556.part of the NAVD 88 network.
 AA3556.The vertical order pertains to the NGVD 29 superseded value.
 AA3556
 AA3556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3556
 AA3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3556
 AA3556.The ellipsoidal height was determined by GPS observations
 AA3556.and is referenced to NAD 83.
 AA3556
 AA3556.The geoid height was determined by GEOID03.
 AA3556
 AA3556;                    North         East     Units Scale Factor Converg.
 AA3556;SPC AZ C     -   268,090.818   141,826.032   MT  0.99996307   -0 25 24.9
 AA3556;SPC AZ C     -   879,563.05    465,308.50   iFT  0.99996307   -0 25 24.9
 AA3556;UTM  12      - 3,698,618.119   343,251.790   MT  0.99990292   -0 55 42.9
 AA3556
 AA3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3556!SPC AZ C     -   0.99995730  x   0.99996307  =   0.99992037
 AA3556!UTM  12      -   0.99995730  x   0.99990292  =   0.99986022
 AA3556
 AA3556                          SUPERSEDED SURVEY CONTROL
 AA3556
 AA3556  ELLIP H (12/30/94)  272.07   (m)                       GP(       ) 4 1
 AA3556  NGVD 29 (12/30/94)  302.07   (m)          991.0    (f) LEVELING    3  
 AA3556
 AA3556.Superseded values are not recommended for survey control.
 AA3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3556.See file dsdata.txt to determine how the superseded data were derived.
 AA3556
 AA3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4325298618(NAD 83)
 AA3556_MARKER: DD = SURVEY DISK
 AA3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3556_STAMPING: BXK C 1994
 AA3556_MARK LOGO: NOS   
 AA3556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3556+STABILITY: SURFACE MOTION
 AA3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3556+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3556
 AA3556  HISTORY     - Date     Condition        Report By
 AA3556  HISTORY     - 1994     MONUMENTED       NOS
 AA3556  HISTORY     - 19940615 GOOD             NGS
 AA3556
 AA3556                          STATION DESCRIPTION
 AA3556
 AA3556'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3556'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3556'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3556'THE BUCKEYE MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN RUNWAY 35 AND THE
 AA3556'NORTH-SOUTH PARALLEL TAXIWAY AND NEAR RUNWAY END 35.  FOR ACCESS
 AA3556'CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ 85326.  PHONE
 AA3556'(602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10 AND PALO VERDE
 AA3556'ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE, GO SOUTH ON
 AA3556'PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT ENTRANCE ROAD ON
 AA3556'THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR 0.45 MI (0.72 KM)
 AA3556'TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL TAXIWAY.  TURN LEFT,
 AA3556'SOUTHERLY ON PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AA3556'THE RIGHT. THE STATION IS LOCATED 214.9 FT (65.5 M) EAST OF THE
 AA3556'CENTERLINE OF RUNWAY 35, 167.2 FT (51.0 M) EAST OF THE FIRST RUNWAY
 AA3556'LIGHT (SHOWS WHITE)NORTH OF RUNWAY END 35 AND ON THE EAST SIDE OF THE
 AA3556'RUNWAY, 57.O FT NORTH OF THE SECOND TAXIWAY LIGHT (SHOWS BLUE) EAST OF
 AA3556'THE HOLD BAR FOR RUNWAY END 35.
 AA3556
 AA3556                          STATION RECOVERY (1994)
 AA3556
 AA3556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3556'THE STATION IS LOCATED NEAR THE SOUTH END OF THE RUNWAY AT THE BUCKEYE
 AA3556'MUNI AIRPORT.  IT IS 214.9 FT (65.5 M) EAST OF THE CENTERLINE OF THE
 AA3556'RUNWAY, 167.2 FT (51.0 M) EAST OF THE FIRST RUNWAY LIGHT NORTH OF THE
 AA3556'SOUTH END OF THE RUNWAY, AND 57.0 FT (17.4 M) NORTH OF A TAXIWAY
 AA3556'LIGHT.  IT IS ALSO ON LINE WITH THE FIRST SET OF RUNWAY LIGHTS AND THE
 AA3556'SECOND SET OF TAXIWAY LIGHTS EAST OF THE HOLD BAR.  THE STATION IS A
 AA3556'NOS DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE
 AA3556'DISK IS STAMPED BXK C 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1161 ***********************************************************************
 CG1161  DESIGNATION -  BY PASS
 CG1161  PID         -  CG1161
 CG1161  STATE/COUNTY-  AZ/COCHISE
 CG1161  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1161
 CG1161                         *CURRENT SURVEY CONTROL
 CG1161  ___________________________________________________________________
 CG1161* NAD 83(1992)-  31 34 10.86363(N)    110 15 49.67341(W)     ADJUSTED  
 CG1161* NAVD 88     -      1363.0    (meters)    4472.     (feet)  VERTCON   
 CG1161  ___________________________________________________________________
 CG1161  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CG1161  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1161
 CG1161  HORZ ORDER  -  SECOND
 CG1161
 CG1161.The horizontal coordinates were established by classical geodetic methods
 CG1161.and adjusted by the National Geodetic Survey in August 1993..
 CG1161
 CG1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1161
 CG1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1161
 CG1161.The geoid height was determined by GEOID03.
 CG1161
 CG1161;                    North         East     Units Scale Factor Converg.
 CG1161;SPC AZ E     -    63,161.172   204,140.053   MT  0.99990105   -0 03 03.1
 CG1161;SPC AZ E     -   207,221.69    669,750.83   iFT  0.99990105   -0 03 03.1
 CG1161;UTM  12      - 3,492,975.053   569,861.878   MT  0.99966020   +0 23 07.6
 CG1161
 CG1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1161!SPC AZ E     -   0.99979042  x   0.99990105  =   0.99969149
 CG1161!UTM  12      -   0.99979042  x   0.99966020  =   0.99945069
 CG1161
 CG1161|---------------------------------------------------------------------|
 CG1161| PID    Reference Object                     Distance      Geod. Az  |
 CG1161|                                                           dddmmss.s |
 CG1161| CS6094 BY PASS RM 1                          8.990 METERS 08826     |
 CG1161| CS6095 BY PASS RM 2                          9.288 METERS 26746     |
 CG1161|---------------------------------------------------------------------|
 CG1161
 CG1161                          SUPERSEDED SURVEY CONTROL
 CG1161
 CG1161  NAD 83(1986)-  31 34 10.85548(N)    110 15 49.66509(W) AD(       ) 2
 CG1161  NGVD 29 (06/28/91) 1362.1    (m)         4469.     (f) VERT ANG       
 CG1161
 CG1161.Superseded values are not recommended for survey control.
 CG1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1161.See file dsdata.txt to determine how the superseded data were derived.
 CG1161
 CG1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6986292975(NAD 83)
 CG1161_MARKER: DS = TRIANGULATION STATION DISK
 CG1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1161+STABILITY: SURFACE MOTION
 CG1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1161+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 CG1161
 CG1161  HISTORY     - Date     Condition        Report By
 CG1161  HISTORY     - 1986     MONUMENTED       AZDT
 CG1161  HISTORY     - 19981001 GOOD             USPSQD
 CG1161  HISTORY     - 20030428 GOOD             NGS
 CG1161
 CG1161                          STATION DESCRIPTION
 CG1161
 CG1161'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1161'THE STATION IS LOCATED 1-1/4 MILES NORTHEAST OF SIERRA VISTA ALONG THE
 CG1161'EAST SIDE OF STATE ROUTE 90.
 CG1161'
 CG1161'THE STATION MARK IS AN AZDT DISK STAMPED---BY PASS 1986---.  IT IS SET
 CG1161'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 93 FEET SOUTHEAST OF
 CG1161'THE CORNER OF A CHAIN LINK FENCE, 80 FEET NORTH OF THE CENTER LINE OF
 CG1161'THE HIGHWAY AND 20 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 CG1161'
 CG1161'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BY PASS RM 1 1986---.  IT
 CG1161'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 81 FEET NORTH OF
 CG1161'THE CENTERLINE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT OF WAY
 CG1161'FENCE.
 CG1161'
 CG1161'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BY PASS RM 2 1986---.  IT
 CG1161'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 81 FEET NORTH OF
 CG1161'THE CENTERLINE OF THE HIGHWAY AND 20 FEET SOUTH OF THE RIGHT OF WAY
 CG1161'FENCELINE.
 CG1161'
 CG1161'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1161'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1161'TRAVEL NORTH ALONG SR 90 FOR 1.4 MILES TO MILE POST 320.25 AND THE
 CG1161'STATION ON THE RIGHT.
 CG1161
 CG1161                          STATION RECOVERY (1998)
 CG1161
 CG1161'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1161'RECOVERED IN GOOD CONDITION.
 CG1161
 CG1161                          STATION RECOVERY (2003)
 CG1161
 CG1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0588 ***********************************************************************
 GR0588  DESIGNATION -  C
 GR0588  PID         -  GR0588
 GR0588  STATE/COUNTY-  AZ/MOHAVE
 GR0588  USGS QUAD   -  HOOVER DAM (1997)
 GR0588
 GR0588                         *CURRENT SURVEY CONTROL
 GR0588  ___________________________________________________________________
 GR0588* NAD 83(1986)-  36 00 56.     (N)    114 44 12.     (W)     SCALED    
 GR0588* NAVD 88     -       376.402  (meters)    1234.91   (feet)  ADJUSTED  
 GR0588  ___________________________________________________________________
 GR0588  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0588  DYNAMIC HT  -         376.033 (meters)    1233.70  (feet)  COMP
 GR0588  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 GR0588
 GR0588  VERT ORDER  -  FIRST     CLASS I
 GR0588
 GR0588.The horizontal coordinates were scaled from a topographic map and have
 GR0588.an estimated accuracy of +/- 6 seconds.
 GR0588
 GR0588.The orthometric height was determined by differential leveling
 GR0588.and adjusted by the National Geodetic Survey in June 1991..
 GR0588
 GR0588.The geoid height was determined by GEOID03.
 GR0588
 GR0588.The dynamic height is computed by dividing the NAVD 88
 GR0588.geopotential number by the normal gravity value computed on the
 GR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0588.degrees latitude (g = 980.6199 gals.).
 GR0588
 GR0588.The modeled gravity was interpolated from observed gravity values.
 GR0588
 GR0588;                    North         East    Units  Estimated Accuracy
 GR0588;SPC AZ W     -   556,710.      124,420.      MT  (+/- 180 meters Scaled)
 GR0588
 GR0588                          SUPERSEDED SURVEY CONTROL
 GR0588
 GR0588  NGVD 29 (??/??/92)  375.685  (m)         1232.56   (f) ADJ UNCH    1 1
 GR0588
 GR0588.Superseded values are not recommended for survey control.
 GR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0588.See file dsdata.txt to determine how the superseded data were derived.
 GR0588
 GR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0588_MARKER: DS = TRIANGULATION STATION DISK
 GR0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0588_SP_SET: SIDEWALK
 GR0588_STAMPING: C 1935
 GR0588_MARK LOGO: CGS   
 GR0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0588
 GR0588  HISTORY     - Date     Condition        Report By
 GR0588  HISTORY     - 1935     MONUMENTED       CGS
 GR0588  HISTORY     - 1950     GOOD             NGS
 GR0588  HISTORY     - 1963     GOOD             NGS
 GR0588  HISTORY     - 1981     GOOD             NGS
 GR0588  HISTORY     - 1990     GOOD             USPSQD
 GR0588  HISTORY     - 1990     GOOD             USPSQD
 GR0588
 GR0588                          STATION DESCRIPTION
 GR0588
 GR0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0588'IN HOOVER DAM.
 GR0588'ON TOP OF HOOVER DAM, ABOUT 100 YARDS SOUTHEAST OF THE CENTER, ABOUT
 GR0588'105 YARDS NORTH OF THE SOUTHEAST (ARIZONA) END, NEAR THE NORTHEAST
 GR0588'CORNER OF BLOCK E, 2.5 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 GR0588'BRIDGE TO THE ARIZONA INTAKE TOWERS, IN THE TOP OF THE EAST CONCRETE
 GR0588'SIDEWALK, AND 2.0 FEET WEST OF THE EAST CONCRETE GUARD RAIL.
 GR0588
 GR0588                          STATION RECOVERY (1963)
 GR0588
 GR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1981)
 GR0588
 GR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1990)
 GR0588
 GR0588'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1990)
 GR0588
 GR0588'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0560 ***********************************************************************
 CG0560  DESIGNATION -  C
 CG0560  PID         -  CG0560
 CG0560  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0560  USGS QUAD   -  AMADO (1981)
 CG0560
 CG0560                         *CURRENT SURVEY CONTROL
 CG0560  ___________________________________________________________________
 CG0560* NAD 83(1986)-  31 42 48.     (N)    111 03 51.     (W)     SCALED    
 CG0560* NAVD 88     -       939.88   (+/-2cm)    3083.6    (feet)  VERTCON   
 CG0560  ___________________________________________________________________
 CG0560  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0560
 CG0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0560
 CG0560.The horizontal coordinates were scaled from a topographic map and have
 CG0560.an estimated accuracy of +/- 6 seconds.
 CG0560
 CG0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0560.The vertical order pertains to the NGVD 29 superseded value.
 CG0560
 CG0560.The geoid height was determined by GEOID03.
 CG0560
 CG0560;                    North         East    Units  Estimated Accuracy
 CG0560;SPC AZ C     -    79,400.      294,160.      MT  (+/- 180 meters Scaled)
 CG0560
 CG0560                          SUPERSEDED SURVEY CONTROL
 CG0560
 CG0560  NGVD 29 (??/??/92)  939.082  (m)         3080.97   (f) ADJ UNCH    1 2
 CG0560
 CG0560.Superseded values are not recommended for survey control.
 CG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0560.See file dsdata.txt to determine how the superseded data were derived.
 CG0560
 CG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939086(NAD 83)
 CG0560_MARKER: DD = SURVEY DISK
 CG0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0560_SP_SET: CULVERT
 CG0560_STAMPING: C 3081.08 1532+81.35 1953
 CG0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0560
 CG0560  HISTORY     - Date     Condition        Report By
 CG0560  HISTORY     - 1953     MONUMENTED       AZHD
 CG0560  HISTORY     - 1959     GOOD             NGS
 CG0560  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0560  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0560
 CG0560                          STATION DESCRIPTION
 CG0560
 CG0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0560'0.75 MI S FROM AMADO.
 CG0560'0.75 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0560'AT A DOUBLE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE WEST
 CG0560'HEADWALL, 125 FEET NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 CG0560'WEST, 26 FEET WEST OF THE CENTER OF THE HIGHWAY, AND ABOUT 1 FOOT
 CG0560'LOWER THAN THE HIGHWAY.
 CG0560
 CG0560                          STATION RECOVERY (1979)
 CG0560
 CG0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0560'MARK NOT FOUND.
 CG0560
 CG0560                          STATION RECOVERY (1980)
 CG0560
 CG0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0560'NOT RECOVERED INTERSTATE HIGHWAY I-19 CROSSED OLD HIGHWAY 89 AT
 CG0560'THE POINT OF DESCRIBED LOCATION, MARK BELIEVED DESTORYED..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1849 ***********************************************************************
 GR1849  DESIGNATION -  C
 GR1849  PID         -  GR1849
 GR1849  STATE/COUNTY-  AZ/MOHAVE
 GR1849  USGS QUAD   -  HOOVER DAM (1997)
 GR1849
 GR1849                         *CURRENT SURVEY CONTROL
 GR1849  ___________________________________________________________________
 GR1849* NAD 83(1992)-  36 00 55.98397(N)    114 44 12.35356(W)     ADJUSTED  
 GR1849* NAVD 88     -       376.40   (+/-2cm)    1234.9    (feet)  VERTCON   
 GR1849  ___________________________________________________________________
 GR1849  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 GR1849  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1849
 GR1849  HORZ ORDER  -  SECOND
 GR1849  VERT ORDER  -  THIRD ? (See Below)
 GR1849
 GR1849.The horizontal coordinates were established by classical geodetic methods
 GR1849.and adjusted by the National Geodetic Survey in August 1993..
 GR1849
 GR1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1849.The vertical order pertains to the NGVD 29 superseded value.
 GR1849
 GR1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1849
 GR1849.The geoid height was determined by GEOID03.
 GR1849
 GR1849;                    North         East     Units Scale Factor Converg.
 GR1849;SPC AZ W     -   556,707.204   124,411.672   MT  1.00003079   -0 34 48.9
 GR1849;SPC AZ W     - 1,826,467.20    408,174.78   iFT  1.00003079   -0 34 48.9
 GR1849;SPC NV E     - 8,140,727.333   276,307.978   MT  0.99997173   +0 29 52.1
 GR1849;SPC NV E     -26,708,369.59    906,520.42   sFT  0.99997173   +0 29 52.1
 GR1849;UTM  11      - 3,988,042.637   703,956.452   MT  1.00011259   +1 19 52.5
 GR1849
 GR1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1849!SPC AZ W     -   0.99994536  x   1.00003079  =   0.99997615
 GR1849!SPC NV E     -   0.99994536  x   0.99997173  =   0.99991709
 GR1849!UTM  11      -   0.99994536  x   1.00011259  =   1.00005795
 GR1849
 GR1849                          SUPERSEDED SURVEY CONTROL
 GR1849
 GR1849  NAD 83(1986)-  36 00 55.97220(N)    114 44 12.34288(W) AD(       ) 2
 GR1849  NAD 27      -  36 00 56.04000(N)    114 44 09.40600(W) AD(       ) 2
 GR1849  NGVD 29 (07/19/86)  375.69   (m)         1232.6    (f) LEVELING    3  
 GR1849
 GR1849.Superseded values are not recommended for survey control.
 GR1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1849.See file dsdata.txt to determine how the superseded data were derived.
 GR1849
 GR1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0395688043(NAD 83)
 GR1849_MARKER: DS = TRIANGULATION STATION DISK
 GR1849_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GR1849+WITH SETTING: PAVEMENT
 GR1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1849+STABILITY: SURFACE MOTION
 GR1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1849+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 GR1849
 GR1849  HISTORY     - Date     Condition        Report By
 GR1849  HISTORY     - 1935     MONUMENTED       BOR
 GR1849  HISTORY     - 1990     GOOD             USPSQD
 GR1849  HISTORY     - 20010411 GOOD             USPSQD
 GR1849
 GR1849                          STATION DESCRIPTION
 GR1849
 GR1849'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1849'STATION IS A STANDARD USC AND GS STATION DISK MARKED C 1935
 GR1849'AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED ON
 GR1849'THE UPSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 825 FEET
 GR1849'TOWARDS ARIZONA FROM THE NEVADA END OF THE DAM.
 GR1849
 GR1849                          STATION RECOVERY (1990)
 GR1849
 GR1849'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1849'RECOVERED IN GOOD CONDITION.
 GR1849
 GR1849                          STATION RECOVERY (2001)
 GR1849
 GR1849'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR1849'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0508 ***********************************************************************
 FR0508  DESIGNATION -  C 1
 FR0508  PID         -  FR0508
 FR0508  STATE/COUNTY-  AZ/MOHAVE
 FR0508  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0508
 FR0508                         *CURRENT SURVEY CONTROL
 FR0508  ___________________________________________________________________
 FR0508* NAD 83(1986)-  35 14 54.     (N)    113 58 37.     (W)     SCALED    
 FR0508* NAVD 88     -      1029.544  (meters)    3377.76   (feet)  ADJUSTED  
 FR0508  ___________________________________________________________________
 FR0508  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FR0508  DYNAMIC HT  -        1028.324 (meters)    3373.76  (feet)  COMP
 FR0508  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FR0508
 FR0508  VERT ORDER  -  FIRST     CLASS I
 FR0508
 FR0508.The horizontal coordinates were scaled from a topographic map and have
 FR0508.an estimated accuracy of +/- 6 seconds.
 FR0508
 FR0508.The orthometric height was determined by differential leveling
 FR0508.and adjusted by the National Geodetic Survey in June 1991..
 FR0508
 FR0508.The geoid height was determined by GEOID03.
 FR0508
 FR0508.The dynamic height is computed by dividing the NAVD 88
 FR0508.geopotential number by the normal gravity value computed on the
 FR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0508.degrees latitude (g = 980.6199 gals.).
 FR0508
 FR0508.The modeled gravity was interpolated from observed gravity values.
 FR0508
 FR0508;                    North         East    Units  Estimated Accuracy
 FR0508;SPC AZ W     -   471,160.      192,710.      MT  (+/- 180 meters Scaled)
 FR0508
 FR0508                          SUPERSEDED SURVEY CONTROL
 FR0508
 FR0508  NGVD 29 (??/??/92) 1028.747  (m)         3375.15   (f) ADJ UNCH    1 1
 FR0508
 FR0508.Superseded values are not recommended for survey control.
 FR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0508.See file dsdata.txt to determine how the superseded data were derived.
 FR0508
 FR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE291046(NAD 83)
 FR0508_MARKER: P = PIPE CAP
 FR0508_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 FR0508_STAMPING: 3375.111
 FR0508_MARK LOGO: CGS   
 FR0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0508
 FR0508  HISTORY     - Date     Condition        Report By
 FR0508  HISTORY     - UNK      MONUMENTED       CGS
 FR0508  HISTORY     - 1940     GOOD             NGS
 FR0508  HISTORY     - 1982     GOOD             NGS
 FR0508
 FR0508                          STATION DESCRIPTION
 FR0508
 FR0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0508'6.5 MI NE FROM KINGMAN.
 FR0508'6.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0508'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, NEAR BERRY SIDING, 33.5
 FR0508'FEET EAST OF THE THIRD POLE NORTHEAST OF MILEPOST 510, 71.5 FEET
 FR0508'SOUTHEAST OF THE CENTERLINE OF THE SOUTH TRACK, AND ON THE NORTH EDGE
 FR0508'OF A SMALL BANK.  A STANDARD CAP, STAMPED 3375.111 AND FASTENED ON THE
 FR0508'TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE GROUND.
 FR0508
 FR0508                          STATION RECOVERY (1982)
 FR0508
 FR0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0508'RECOVERED IN GOOD CONDITION.
 FR0508'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FR0508'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1062 ***********************************************************************
 DV1062  DESIGNATION -  C 10
 DV1062  PID         -  DV1062
 DV1062  STATE/COUNTY-  AZ/MARICOPA
 DV1062  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1062
 DV1062                         *CURRENT SURVEY CONTROL
 DV1062  ___________________________________________________________________
 DV1062* NAD 83(1986)-  33 12 05.     (N)    113 02 14.     (W)     SCALED    
 DV1062* NAVD 88     -       267.09   (+/-2cm)     876.3    (feet)  VERTCON   
 DV1062  ___________________________________________________________________
 DV1062  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1062
 DV1062  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1062
 DV1062.The horizontal coordinates were scaled from a topographic map and have
 DV1062.an estimated accuracy of +/- 6 seconds.
 DV1062
 DV1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1062.The vertical order pertains to the NGVD 29 superseded value.
 DV1062
 DV1062.The geoid height was determined by GEOID03.
 DV1062
 DV1062;                    North         East    Units  Estimated Accuracy
 DV1062;SPC AZ C     -   244,640.      108,890.      MT  (+/- 180 meters Scaled)
 DV1062
 DV1062                          SUPERSEDED SURVEY CONTROL
 DV1062
 DV1062  NGVD 29 (??/??/92)  266.475  (m)          874.26   (f) ADJ UNCH    1 2
 DV1062
 DV1062.Superseded values are not recommended for survey control.
 DV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1062.See file dsdata.txt to determine how the superseded data were derived.
 DV1062
 DV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB101754(NAD 83)
 DV1062_MARKER: DB = BENCH MARK DISK
 DV1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1062_SP_SET: ABUTMENT
 DV1062_STAMPING: 874.260 C 10 1927
 DV1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1062
 DV1062  HISTORY     - Date     Condition        Report By
 DV1062  HISTORY     - 1927     MONUMENTED       CGS
 DV1062
 DV1062                          STATION DESCRIPTION
 DV1062
 DV1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1062'23.3 MI W FROM HASSAYAMPA.
 DV1062'22.3 MILES WEST OF HASSAYAMPA.RR.SWITCH.  BRONZE DISC SET IN TOP FACE
 DV1062'OF WEST ABUTMENT OF BRIDGE NO. 845 B, WHICH IS OVER THE QUAIL SPRINGS
 DV1062'WASH NO. 1.  8 FEET NORTH OF THE SOUTHERN PACIFIC RR. TRACKS.  9
 DV1062'TELEPHONE POLES EAST OF MILEPOST 845.  MARK IS ON THE S.P.RR.
 DV1062'WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0267 ***********************************************************************
 DU0267  DESIGNATION -  C 101
 DU0267  PID         -  DU0267
 DU0267  STATE/COUNTY-  AZ/GILA
 DU0267  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0267
 DU0267                         *CURRENT SURVEY CONTROL
 DU0267  ___________________________________________________________________
 DU0267* NAD 83(1992)-  33 25 56.64411(N)    110 43 24.03350(W)     ADJUSTED  
 DU0267* NAVD 88     -      1180.707  (meters)    3873.70   (feet)  ADJUSTED  
 DU0267  ___________________________________________________________________
 DU0267  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU0267  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU0267  DYNAMIC HT  -        1179.091 (meters)    3868.40  (feet)  COMP
 DU0267  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 DU0267
 DU0267  HORZ ORDER  -  FIRST
 DU0267  VERT ORDER  -  SECOND    CLASS 0
 DU0267
 DU0267.The horizontal coordinates were established by classical geodetic methods
 DU0267.and adjusted by the National Geodetic Survey in August 1993..
 DU0267
 DU0267.The orthometric height was determined by differential leveling
 DU0267.and adjusted by the National Geodetic Survey in June 1991..
 DU0267
 DU0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0267
 DU0267.The geoid height was determined by GEOID03.
 DU0267
 DU0267.The dynamic height is computed by dividing the NAVD 88
 DU0267.geopotential number by the normal gravity value computed on the
 DU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0267.degrees latitude (g = 980.6199 gals.).
 DU0267
 DU0267.The modeled gravity was interpolated from observed gravity values.
 DU0267
 DU0267;                    North         East     Units Scale Factor Converg.
 DU0267;SPC AZ E     -   269,842.173   161,596.937   MT  0.99993302   -0 18 24.2
 DU0267;SPC AZ E     -   885,308.97    530,173.68   iFT  0.99993302   -0 18 24.2
 DU0267;UTM  12      - 3,699,258.850   525,717.418   MT  0.99960815   +0 09 08.7
 DU0267
 DU0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0267!SPC AZ E     -   0.99981893  x   0.99993302  =   0.99975196
 DU0267!UTM  12      -   0.99981893  x   0.99960815  =   0.99942715
 DU0267
 DU0267|---------------------------------------------------------------------|
 DU0267| PID    Reference Object                     Distance      Geod. Az  |
 DU0267|                                                           dddmmss.s |
 DU0267| CD1657 C 101 RM 1                           13.032 METERS 06733     |
 DU0267| CD1656 C 101 AZ MK                                        1870852.2 |
 DU0267| CD1658 C 101 RM 2                           12.250 METERS 18930     |
 DU0267|---------------------------------------------------------------------|
 DU0267
 DU0267                          SUPERSEDED SURVEY CONTROL
 DU0267
 DU0267  NAD 83(1986)-  33 25 56.63951(N)    110 43 24.03397(W) AD(       ) 1
 DU0267  NAD 27      -  33 25 56.44100(N)    110 43 21.64500(W) AD(       ) 1
 DU0267  NGVD 29 (??/??/92) 1180.060  (m)         3871.58   (f) ADJ UNCH    2 0
 DU0267
 DU0267.Superseded values are not recommended for survey control.
 DU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0267.See file dsdata.txt to determine how the superseded data were derived.
 DU0267
 DU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2571799259(NAD 83)
 DU0267_MARKER: DD = SURVEY DISK
 DU0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0267_STAMPING: C-101 1935
 DU0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0267+STABILITY: SURFACE MOTION
 DU0267
 DU0267  HISTORY     - Date     Condition        Report By
 DU0267  HISTORY     - 1938     MONUMENTED       USFS
 DU0267  HISTORY     - 1935     GOOD             NGS
 DU0267  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0267
 DU0267                          STATION DESCRIPTION
 DU0267
 DU0267'DESCRIBED BY US FOREST SERVICE 1938 (FGJ)
 DU0267'STATION IS 50 FEET E OF U.S. 60 IN A LEVEL, ROCKY VALLEY AND IS A
 DU0267'10-INCH SQUARE CONCRETE POST PLAINLY VISIBLE FROM ROAD.
 DU0267'
 DU0267'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DU0267'CONCRETE AND BOULDERS.
 DU0267'
 DU0267'TO REACH FROM GLOBE POST OFFICE GO E AND N ON U.S. 60, 5.5 MILES
 DU0267'TO STATION ON R, E, SIDE OF ROAD.
 DU0267'
 DU0267'REFERENCE MARK NO. 1 IS ABOUT 85 FEET E OF CENTER OF ROAD.
 DU0267'REFERENCE MARK NO. 2 IS ABOUT 50 FEET E OF CENTER OF ROAD.
 DU0267'
 DU0267'AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF STATION AND ABOUT 60 FEET
 DU0267'W OF ROAD.
 DU0267'
 DU0267'STATION MARK IS A DEPT. OF AGRICULTURE (FOREST SERVICE) BENCH MARK
 DU0267'TABLET SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 DU0267'6 INCHES ABOVE GROUND.
 DU0267
 DU0267                          STATION RECOVERY (1935)
 DU0267
 DU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DU0267'5.5 MI NE FROM GLOBE.
 DU0267'5.5 MI. N.E. OF ALONG U.S. HWY NO. 60.  60 FT. EAST OF THE CENTER LINE
 DU0267'OF THE HIGHWAY.  5 FT. NORTH OF HIGHWAY R. O. W. MARKER NO. 232.
 DU0267
 DU0267                          STATION RECOVERY (1979)
 DU0267
 DU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0267'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0354 ***********************************************************************
 DU0354  DESIGNATION -  C 102
 DU0354  PID         -  DU0354
 DU0354  STATE/COUNTY-  AZ/GILA
 DU0354  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0354
 DU0354                         *CURRENT SURVEY CONTROL
 DU0354  ___________________________________________________________________
 DU0354* NAD 83(1986)-  33 45 53.     (N)    110 34 04.     (W)     SCALED    
 DU0354* NAVD 88     -      1678.520  (meters)    5506.94   (feet)  ADJUSTED  
 DU0354  ___________________________________________________________________
 DU0354  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU0354  DYNAMIC HT  -        1676.102 (meters)    5499.01  (feet)  COMP
 DU0354  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 DU0354
 DU0354  VERT ORDER  -  SECOND    CLASS 0
 DU0354
 DU0354.The horizontal coordinates were scaled from a topographic map and have
 DU0354.an estimated accuracy of +/- 6 seconds.
 DU0354
 DU0354.The orthometric height was determined by differential leveling
 DU0354.and adjusted by the National Geodetic Survey in June 1991..
 DU0354
 DU0354.The geoid height was determined by GEOID03.
 DU0354
 DU0354.The dynamic height is computed by dividing the NAVD 88
 DU0354.geopotential number by the normal gravity value computed on the
 DU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0354.degrees latitude (g = 980.6199 gals.).
 DU0354
 DU0354.The modeled gravity was interpolated from observed gravity values.
 DU0354
 DU0354;                    North         East    Units  Estimated Accuracy
 DU0354;SPC AZ E     -   306,630.      176,210.      MT  (+/- 180 meters Scaled)
 DU0354
 DU0354                          SUPERSEDED SURVEY CONTROL
 DU0354
 DU0354  NGVD 29 (??/??/92) 1677.793  (m)         5504.56   (f) ADJ UNCH    2 0
 DU0354
 DU0354.Superseded values are not recommended for survey control.
 DU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0354.See file dsdata.txt to determine how the superseded data were derived.
 DU0354
 DU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC400361(NAD 83)
 DU0354_MARKER: DB = BENCH MARK DISK
 DU0354_SETTING: 80 = SET IN A BOULDER
 DU0354_SP_SET: BOULDER
 DU0354_STAMPING: C-102 1935
 DU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0354+STABILITY: SURFACE MOTION
 DU0354
 DU0354  HISTORY     - Date     Condition        Report By
 DU0354  HISTORY     - 1935     MONUMENTED       USFS
 DU0354  HISTORY     - 1935     GOOD             NGS
 DU0354
 DU0354                          STATION DESCRIPTION
 DU0354
 DU0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0354'38.1 MI N E FROM GLOBE.
 DU0354'33.5 MI. N.E. OF ALONG U.S. HWY NO. 60, THENCE 4.6 MI. N.W. ON ROAD TO
 DU0354'REGAL MINE.  IN AN OPEN SADDLE BETWEEN TWO TIMBERED HILLS. 75 FT. WEST
 DU0354'OF THE CENTER LINE OF THE ROAD AND SET IN A RED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0486 ***********************************************************************
 ET0486  DESIGNATION -  C 103
 ET0486  PID         -  ET0486
 ET0486  STATE/COUNTY-  AZ/YAVAPAI
 ET0486  USGS QUAD   -  CAMP WOOD (1986)
 ET0486
 ET0486                         *CURRENT SURVEY CONTROL
 ET0486  ___________________________________________________________________
 ET0486* NAD 83(1986)-  34 48 04.     (N)    112 52 46.     (W)     SCALED    
 ET0486* NAVD 88     -      1740.275  (meters)    5709.55   (feet)  POSTED    
 ET0486  ___________________________________________________________________
 ET0486  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0486  DYNAMIC HT  -        1737.910 (meters)    5701.79  (feet)  COMP
 ET0486  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 ET0486
 ET0486  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0486
 ET0486.The horizontal coordinates were scaled from a topographic map and have
 ET0486.an estimated accuracy of +/- 6 seconds.
 ET0486
 ET0486.The orthometric height was determined by differential leveling
 ET0486.and adjusted by the National Geodetic Survey in November 2005..
 ET0486.No vertical observational check was made to the station.
 ET0486.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0486.was located on a no-check spur therefore a value was not computed.
 ET0486
 ET0486.The geoid height was determined by GEOID03.
 ET0486
 ET0486.The dynamic height is computed by dividing the NAVD 88
 ET0486.geopotential number by the normal gravity value computed on the
 ET0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0486.degrees latitude (g = 980.6199 gals.).
 ET0486
 ET0486.The modeled gravity was interpolated from observed gravity values.
 ET0486
 ET0486;                    North         East    Units  Estimated Accuracy
 ET0486;SPC AZ C     -   421,930.      125,270.      MT  (+/- 180 meters Scaled)
 ET0486
 ET0486                          SUPERSEDED SURVEY CONTROL
 ET0486
 ET0486  NGVD 29 (??/??/92) 1739.345  (m)         5706.50   (f) ADJ UNCH    2 0
 ET0486
 ET0486.Superseded values are not recommended for survey control.
 ET0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0486.See file dsdata.txt to determine how the superseded data were derived.
 ET0486
 ET0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD280525(NAD 83)
 ET0486_MARKER: DD = SURVEY DISK
 ET0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0486_STAMPING: C 103 1935
 ET0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0486+STABILITY: SURFACE MOTION
 ET0486
 ET0486  HISTORY     - Date     Condition        Report By
 ET0486  HISTORY     - 1935     MONUMENTED       USFS
 ET0486  HISTORY     - 1935     GOOD             NGS
 ET0486
 ET0486                          STATION DESCRIPTION
 ET0486
 ET0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0486'11.0 MI SE FROM WALNUT CREEK R S.
 ET0486'11.0 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 265 FT. E. OF
 ET0486'A FRAME HOUSE, 111 FT. S. OF FOREST SERVICE TOOL BOX, 51 FT. S. OF THE
 ET0486'CENTER LINE OF JUNCTION OF ROADS, AND 33 FT. N. OF A LARGE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0250 ***********************************************************************
 FR0250  DESIGNATION -  C 104
 FR0250  PID         -  FR0250
 FR0250  STATE/COUNTY-  AZ/YAVAPAI
 FR0250  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0250
 FR0250                         *CURRENT SURVEY CONTROL
 FR0250  ___________________________________________________________________
 FR0250* NAD 83(1986)-  35 19 04.     (N)    112 52 05.     (W)     SCALED    
 FR0250* NAVD 88     -      1596.855  (meters)    5239.02   (feet)  ADJUSTED  
 FR0250  ___________________________________________________________________
 FR0250  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0250  DYNAMIC HT  -        1594.767 (meters)    5232.16  (feet)  COMP
 FR0250  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 FR0250
 FR0250  VERT ORDER  -  FIRST     CLASS II
 FR0250
 FR0250.The horizontal coordinates were scaled from a topographic map and have
 FR0250.an estimated accuracy of +/- 6 seconds.
 FR0250
 FR0250.The orthometric height was determined by differential leveling
 FR0250.and adjusted by the National Geodetic Survey in June 1991..
 FR0250
 FR0250.The geoid height was determined by GEOID03.
 FR0250
 FR0250.The dynamic height is computed by dividing the NAVD 88
 FR0250.geopotential number by the normal gravity value computed on the
 FR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0250.degrees latitude (g = 980.6199 gals.).
 FR0250
 FR0250.The modeled gravity was interpolated from observed gravity values.
 FR0250
 FR0250;                    North         East    Units  Estimated Accuracy
 FR0250;SPC AZ C     -   479,240.      126,850.      MT  (+/- 180 meters Scaled)
 FR0250
 FR0250                          SUPERSEDED SURVEY CONTROL
 FR0250
 FR0250  NGVD 29 (??/??/92) 1595.983  (m)         5236.15   (f) ADJ UNCH    1 2
 FR0250
 FR0250.Superseded values are not recommended for survey control.
 FR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0250.See file dsdata.txt to determine how the superseded data were derived.
 FR0250
 FR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE301098(NAD 83)
 FR0250_MARKER: DD = SURVEY DISK
 FR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0250_STAMPING: C 104 1935
 FR0250_MARK LOGO: USFS  
 FR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0250+STABILITY: SURFACE MOTION
 FR0250
 FR0250  HISTORY     - Date     Condition        Report By
 FR0250  HISTORY     - 1935     MONUMENTED       USFS
 FR0250  HISTORY     - 1979     GOOD             USGS
 FR0250  HISTORY     - 1982     GOOD             NGS
 FR0250
 FR0250                          STATION DESCRIPTION
 FR0250
 FR0250'DESCRIBED BY US FOREST SERVICE 1935
 FR0250'0.9 MI E FROM SELIGMAN.
 FR0250'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0250'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 0.5
 FR0250'MILE SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.2 MILE
 FR0250'SOUTH OF THE STOCKYARDS, OPPOSITE A CURVE, 40 FEET EAST OF THE CENTER
 FR0250'LINE OF THE ROAD, AND 3 FEET WEST OF A WOODEN WITNESS POST. A UNITED
 FR0250'STATES FOREST SERVICE STANDARD DISK, STAMPED C 104 1935 AND SET IN THE
 FR0250'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND. NOTE--
 FR0250'MARK IS ALONG THE OLD ROAD IN PASTURE LAND, A SHORT WAYS TO THE EAST
 FR0250'OF THE NEW ROAD AND EASY TO RECOVER.
 FR0250
 FR0250                          STATION RECOVERY (1979)
 FR0250
 FR0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0250'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0250'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0250'0.5 SOUTH ALONG THE OLD ROAD LEADING TO WALNUT CREEK, ABOUT 0.2 MILE
 FR0250'SOUTH OF THE STOCKYARDS, OPPOSITE A CURVE, 173 FEET EAST OF THE
 FR0250'CENTER LINE OF THE ROAD, A AND 3 FEET WEST OF A WOODEN WITNESS POST.
 FR0250'A UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED C 104 1935 AND
 FR0250'SET IN THE TOP OF A CONCRETE POST PROJECTION ABOUT 0.4 FEET ABOVE
 FR0250'GROUND.
 FR0250
 FR0250                          STATION RECOVERY (1982)
 FR0250
 FR0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0497 ***********************************************************************
 DU0497  DESIGNATION -  C 107
 DU0497  PID         -  DU0497
 DU0497  STATE/COUNTY-  AZ/PINAL
 DU0497  USGS QUAD   -  GOLDFIELD (1981)
 DU0497
 DU0497                         *CURRENT SURVEY CONTROL
 DU0497  ___________________________________________________________________
 DU0497* NAD 83(1986)-  33 23 06.     (N)    111 29 57.     (W)     SCALED    
 DU0497* NAVD 88     -       516.77   (+/-2cm)    1695.4    (feet)  VERTCON   
 DU0497  ___________________________________________________________________
 DU0497  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU0497
 DU0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0497
 DU0497.The horizontal coordinates were scaled from a topographic map and have
 DU0497.an estimated accuracy of +/- 6 seconds.
 DU0497
 DU0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0497.The vertical order pertains to the NGVD 29 superseded value.
 DU0497
 DU0497.The geoid height was determined by GEOID03.
 DU0497
 DU0497;                    North         East    Units  Estimated Accuracy
 DU0497;SPC AZ C     -   264,530.      252,200.      MT  (+/- 180 meters Scaled)
 DU0497
 DU0497                          SUPERSEDED SURVEY CONTROL
 DU0497
 DU0497  NGVD 29 (??/??/92)  516.198  (m)         1693.56   (f) ADJ UNCH    2 0
 DU0497
 DU0497.Superseded values are not recommended for survey control.
 DU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0497.See file dsdata.txt to determine how the superseded data were derived.
 DU0497
 DU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB535940(NAD 83)
 DU0497_MARKER: DD = SURVEY DISK
 DU0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0497_SP_SET: ABUTMENT
 DU0497_STAMPING: C 107 1935
 DU0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0497
 DU0497  HISTORY     - Date     Condition        Report By
 DU0497  HISTORY     - 1935     MONUMENTED       AZHD
 DU0497  HISTORY     - 1935     GOOD             NGS
 DU0497
 DU0497                          STATION DESCRIPTION
 DU0497
 DU0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0497'3.7 MI SE FROM APACHE JUNCTION.
 DU0497'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0497'CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTH WING WALL OF THE WEST
 DU0497'ABUTMENT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0497'C 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0260 ***********************************************************************
 DU0260  DESIGNATION -  C 108
 DU0260  PID         -  DU0260
 DU0260  STATE/COUNTY-  AZ/GILA
 DU0260  USGS QUAD   -  PINAL RANCH (1979)
 DU0260
 DU0260                         *CURRENT SURVEY CONTROL
 DU0260  ___________________________________________________________________
 DU0260* NAD 83(1986)-  33 21 33.     (N)    110 56 53.     (W)     SCALED    
 DU0260* NAVD 88     -      1273.81   (+/-2cm)    4179.2    (feet)  VERTCON   
 DU0260  ___________________________________________________________________
 DU0260  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DU0260
 DU0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0260
 DU0260.The horizontal coordinates were scaled from a topographic map and have
 DU0260.an estimated accuracy of +/- 6 seconds.
 DU0260
 DU0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0260.The vertical order pertains to the NGVD 29 superseded value.
 DU0260
 DU0260.The geoid height was determined by GEOID03.
 DU0260
 DU0260;                    North         East    Units  Estimated Accuracy
 DU0260;SPC AZ E     -   261,860.      140,640.      MT  (+/- 180 meters Scaled)
 DU0260
 DU0260                          SUPERSEDED SURVEY CONTROL
 DU0260
 DU0260  NGVD 29 (??/??/92) 1273.092  (m)         4176.80   (f) ADJ UNCH    2 0
 DU0260
 DU0260.Superseded values are not recommended for survey control.
 DU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0260.See file dsdata.txt to determine how the superseded data were derived.
 DU0260
 DU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB048911(NAD 83)
 DU0260_MARKER: DB = BENCH MARK DISK
 DU0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0260_SP_SET: CULVERT
 DU0260_STAMPING: C-108 1935
 DU0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0260
 DU0260  HISTORY     - Date     Condition        Report By
 DU0260  HISTORY     - 1935     MONUMENTED       CGS
 DU0260
 DU0260                          STATION DESCRIPTION
 DU0260
 DU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0260'6.6 MI SW FROM MIAMI.
 DU0260'6.6 MI S.W. ALONG U.S. HWY NO. 60 (6.1 MI. S.W. OF BULLION PLAZA
 DU0260'SCHOOL).  0.2 MI N OF A LARGE CULVERT WHERE THE HIGHWAY CROSSES FROM
 DU0260'THE WEST TO THE EAST SIDE OF THE CANYON, ON THE EAST HEADWALL OF A
 DU0260'SMALL CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0171 ***********************************************************************
 DU0171  DESIGNATION -  C 109
 DU0171  PID         -  DU0171
 DU0171  STATE/COUNTY-  AZ/GILA
 DU0171  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0171
 DU0171                         *CURRENT SURVEY CONTROL
 DU0171  ___________________________________________________________________
 DU0171* NAD 83(1986)-  33 23 47.     (N)    110 27 49.     (W)     SCALED    
 DU0171* NAVD 88     -       841.646  (meters)    2761.30   (feet)  ADJUSTED  
 DU0171  ___________________________________________________________________
 DU0171  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0171  DYNAMIC HT  -         840.526 (meters)    2757.63  (feet)  COMP
 DU0171  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 DU0171
 DU0171  VERT ORDER  -  SECOND    CLASS 0
 DU0171
 DU0171.The horizontal coordinates were scaled from a topographic map and have
 DU0171.an estimated accuracy of +/- 6 seconds.
 DU0171
 DU0171.The orthometric height was determined by differential leveling
 DU0171.and adjusted by the National Geodetic Survey in June 1991..
 DU0171
 DU0171.The geoid height was determined by GEOID03.
 DU0171
 DU0171.The dynamic height is computed by dividing the NAVD 88
 DU0171.geopotential number by the normal gravity value computed on the
 DU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0171.degrees latitude (g = 980.6199 gals.).
 DU0171
 DU0171.The modeled gravity was interpolated from observed gravity values.
 DU0171
 DU0171;                    North         East    Units  Estimated Accuracy
 DU0171;SPC AZ E     -   265,750.      185,740.      MT  (+/- 180 meters Scaled)
 DU0171
 DU0171                          SUPERSEDED SURVEY CONTROL
 DU0171
 DU0171  NGVD 29 (??/??/92)  841.054  (m)         2759.36   (f) ADJ UNCH    2 0
 DU0171
 DU0171.Superseded values are not recommended for survey control.
 DU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0171.See file dsdata.txt to determine how the superseded data were derived.
 DU0171
 DU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB498953(NAD 83)
 DU0171_MARKER: DB = BENCH MARK DISK
 DU0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0171_SP_SET: FOUNDATION
 DU0171_STAMPING: C 109 1935
 DU0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0171
 DU0171  HISTORY     - Date     Condition        Report By
 DU0171  HISTORY     - 1935     MONUMENTED       CGS
 DU0171
 DU0171                          STATION DESCRIPTION
 DU0171
 DU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0171'4.1 MI NW FROM SAN CARLOS.
 DU0171'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0171'THENCE 1.8 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, AT A WATER
 DU0171'WELL, AT A GASOLINE ENGINE, AND IN TOP OF THE CENTER OF THE NORTH
 DU0171'PORTION OF THE FOUNDATION.  A STANDARD DISK, STAMPED C 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0019 ***********************************************************************
 EU0019  DESIGNATION -  C 11
 EU0019  PID         -  EU0019
 EU0019  STATE/COUNTY-  AZ/MOHAVE
 EU0019  USGS QUAD   -  YUCCA SE (1970)
 EU0019
 EU0019                         *CURRENT SURVEY CONTROL
 EU0019  ___________________________________________________________________
 EU0019* NAD 83(1986)-  34 51 10.     (N)    114 06 52.     (W)     SCALED    
 EU0019* NAVD 88     -       615.60   (+/-2cm)    2019.7    (feet)  VERTCON   
 EU0019  ___________________________________________________________________
 EU0019  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EU0019
 EU0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0019
 EU0019.The horizontal coordinates were scaled from a topographic map and have
 EU0019.an estimated accuracy of +/- 6 seconds.
 EU0019
 EU0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0019.The vertical order pertains to the NGVD 29 superseded value.
 EU0019
 EU0019.The geoid height was determined by GEOID03.
 EU0019
 EU0019;                    North         East    Units  Estimated Accuracy
 EU0019;SPC AZ W     -   427,320.      180,030.      MT  (+/- 180 meters Scaled)
 EU0019
 EU0019                          SUPERSEDED SURVEY CONTROL
 EU0019
 EU0019  NGVD 29 (??/??/??)  614.862  (m)         2017.26   (f) ADJUSTED    1 2
 EU0019
 EU0019.Superseded values are not recommended for survey control.
 EU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0019.See file dsdata.txt to determine how the superseded data were derived.
 EU0019
 EU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU638605(NAD 83)
 EU0019_MARKER: DB = BENCH MARK DISK
 EU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0019_STAMPING: 2017.260 C 11 1927
 EU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0019+STABILITY: SURFACE MOTION
 EU0019
 EU0019  HISTORY     - Date     Condition        Report By
 EU0019  HISTORY     - 1927     MONUMENTED       CGS
 EU0019  HISTORY     - 1970     GOOD             USGS
 EU0019
 EU0019                          STATION DESCRIPTION
 EU0019
 EU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0019'2.7 MI SE FROM YUCCA.
 EU0019'2.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0019'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 22 YARDS SOUTHWEST OF
 EU0019'THE CENTER OF THE WYE AT THE JUNCTION OF A ROAD LEADING TO CEDAR,
 EU0019'85 FEET NORTHEAST OF A LARGE YUCCA TREE, AND IN LINE WITH
 EU0019'ANOTHER YUCCA TREE AND THE TOWN OF YUCCA.  A STANDARD DISK,
 EU0019'STAMPED 2017.260 C 11 1927 AND SET IN THE TOP OF A CONCRETE
 EU0019'POST PROJECTING 4 INCHES ABOVE GROUND.
 EU0019
 EU0019                          STATION RECOVERY (1970)
 EU0019
 EU0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0438 ***********************************************************************
 DA0438  DESIGNATION -  C 110
 DA0438  PID         -  DA0438
 DA0438  STATE/COUNTY-  AZ/PIMA
 DA0438  USGS QUAD   -  KINO PEAK (1990)
 DA0438
 DA0438                         *CURRENT SURVEY CONTROL
 DA0438  ___________________________________________________________________
 DA0438* NAD 83(1986)-  32 03 22.     (N)    112 54 02.     (W)     SCALED    
 DA0438* NAVD 88     -       499.45   (+/-2cm)    1638.6    (feet)  VERTCON   
 DA0438  ___________________________________________________________________
 DA0438  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DA0438
 DA0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0438
 DA0438.The horizontal coordinates were scaled from a topographic map and have
 DA0438.an estimated accuracy of +/- 6 seconds.
 DA0438
 DA0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0438.The vertical order pertains to the NGVD 29 superseded value.
 DA0438
 DA0438.The geoid height was determined by GEOID03.
 DA0438
 DA0438;                    North         East    Units  Estimated Accuracy
 DA0438;SPC AZ C     -   117,510.      120,450.      MT  (+/- 180 meters Scaled)
 DA0438
 DA0438                          SUPERSEDED SURVEY CONTROL
 DA0438
 DA0438  NGVD 29 (??/??/92)  498.730  (m)         1636.25   (f) ADJ UNCH    2 0
 DA0438
 DA0438.Superseded values are not recommended for survey control.
 DA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0438.See file dsdata.txt to determine how the superseded data were derived.
 DA0438
 DA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA205482(NAD 83)
 DA0438_MARKER: DB = BENCH MARK DISK
 DA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0438_STAMPING: C 110 1935
 DA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0438+STABILITY: SURFACE MOTION
 DA0438
 DA0438  HISTORY     - Date     Condition        Report By
 DA0438  HISTORY     - 1935     MONUMENTED       CGS
 DA0438  HISTORY     - 1952     GOOD             NGS
 DA0438
 DA0438                          STATION DESCRIPTION
 DA0438
 DA0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0438'27.9 MI NW FROM LUKEVILLE.
 DA0438'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0438'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0438'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0438'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0438'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 4.75 MILES
 DA0438'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AND ABOUT
 DA0438'125 YARDS NORTHWEST OF A LOW ROCKY RIDGE, 61 FEET NORTH OF THE CENTER
 DA0438'OF A SMALL WASH, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8
 DA0438'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0438'IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0086 ***********************************************************************
 CH0086  DESIGNATION -  C 111
 CH0086  PID         -  CH0086
 CH0086  STATE/COUNTY-  AZ/PIMA
 CH0086  USGS QUAD   -  LUKEVILLE (1988)
 CH0086
 CH0086                         *CURRENT SURVEY CONTROL
 CH0086  ___________________________________________________________________
 CH0086* NAD 83(1986)-  31 53 09.     (N)    112 48 51.     (W)     SCALED    
 CH0086* NAVD 88     -       430.404  (meters)    1412.08   (feet)  ADJUSTED  
 CH0086  ___________________________________________________________________
 CH0086  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CH0086  DYNAMIC HT  -         429.844 (meters)    1410.25  (feet)  COMP
 CH0086  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 CH0086
 CH0086  VERT ORDER  -  FIRST     CLASS II
 CH0086
 CH0086.The horizontal coordinates were scaled from a topographic map and have
 CH0086.an estimated accuracy of +/- 6 seconds.
 CH0086
 CH0086.The orthometric height was determined by differential leveling
 CH0086.and adjusted by the National Geodetic Survey in June 1991..
 CH0086
 CH0086.The geoid height was determined by GEOID03.
 CH0086
 CH0086.The dynamic height is computed by dividing the NAVD 88
 CH0086.geopotential number by the normal gravity value computed on the
 CH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0086.degrees latitude (g = 980.6199 gals.).
 CH0086
 CH0086.The modeled gravity was interpolated from observed gravity values.
 CH0086
 CH0086;                    North         East    Units  Estimated Accuracy
 CH0086;SPC AZ C     -    98,560.      128,450.      MT  (+/- 180 meters Scaled)
 CH0086
 CH0086                          SUPERSEDED SURVEY CONTROL
 CH0086
 CH0086  NGVD 29 (??/??/92)  429.658  (m)         1409.64   (f) ADJ UNCH    1 2
 CH0086
 CH0086.Superseded values are not recommended for survey control.
 CH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0086.See file dsdata.txt to determine how the superseded data were derived.
 CH0086
 CH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA284292(NAD 83)
 CH0086_MARKER: DB = BENCH MARK DISK
 CH0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0086_STAMPING: C 111 1935
 CH0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0086+STABILITY: SURFACE MOTION
 CH0086
 CH0086  HISTORY     - Date     Condition        Report By
 CH0086  HISTORY     - 1935     MONUMENTED       CGS
 CH0086  HISTORY     - 1953     GOOD             NGS
 CH0086  HISTORY     - 1981     GOOD             NGS
 CH0086  HISTORY     - 19970306 GOOD             USPSQD
 CH0086
 CH0086                          STATION DESCRIPTION
 CH0086
 CH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0086'0.4 MI N FROM LUKEVILLE.
 CH0086'0.4 MILE NORTH ALONG THE SONOYTA AJO HIGHWAY FROM THE POST OFFICE AND
 CH0086'STORE AT LUKEVILLE, AT ABOUT THE CENTER OF A LONG TURN IN THE HIGHWAY,
 CH0086'87 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE
 CH0086'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CH0086'POST PROJECTING 0.2 FEET.
 CH0086
 CH0086                          STATION RECOVERY (1981)
 CH0086
 CH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0086'RECOVERED IN GOOD CONDITION.
 CH0086
 CH0086                          STATION RECOVERY (1997)
 CH0086
 CH0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0759 ***********************************************************************
 CZ0759  DESIGNATION -  C 112
 CZ0759  PID         -  CZ0759
 CZ0759  STATE/COUNTY-  AZ/PIMA
 CZ0759  USGS QUAD   -  JAYNES (1992)
 CZ0759
 CZ0759                         *CURRENT SURVEY CONTROL
 CZ0759  ___________________________________________________________________
 CZ0759* NAD 83(1986)-  32 20 57.     (N)    111 06 07.     (W)     SCALED    
 CZ0759* NAVD 88     -       655.79   (+/-2cm)    2151.5    (feet)  VERTCON   
 CZ0759  ___________________________________________________________________
 CZ0759  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0759
 CZ0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0759
 CZ0759.The horizontal coordinates were scaled from a topographic map and have
 CZ0759.an estimated accuracy of +/- 6 seconds.
 CZ0759
 CZ0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0759.The vertical order pertains to the NGVD 29 superseded value.
 CZ0759
 CZ0759.The geoid height was determined by GEOID03.
 CZ0759
 CZ0759;                    North         East    Units  Estimated Accuracy
 CZ0759;SPC AZ C     -   149,870.      290,050.      MT  (+/- 180 meters Scaled)
 CZ0759
 CZ0759                          SUPERSEDED SURVEY CONTROL
 CZ0759
 CZ0759  NGVD 29 (??/??/92)  655.142  (m)         2149.41   (f) ADJ UNCH    2 0
 CZ0759
 CZ0759.Superseded values are not recommended for survey control.
 CZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0759.See file dsdata.txt to determine how the superseded data were derived.
 CZ0759
 CZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA904791(NAD 83)
 CZ0759_MARKER: DB = BENCH MARK DISK
 CZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0759_STAMPING: C 112 1935
 CZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0759+STABILITY: SURFACE MOTION
 CZ0759
 CZ0759  HISTORY     - Date     Condition        Report By
 CZ0759  HISTORY     - 1935     MONUMENTED       CGS
 CZ0759  HISTORY     - 1951     GOOD             NGS
 CZ0759  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0759
 CZ0759                          STATION DESCRIPTION
 CZ0759
 CZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0759'1.1 MI SW FROM CORTARO.
 CZ0759'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0759'AT CORTARO, THENCE 0.25 MILE NORTHWEST ALONG SILVER BELL ROAD, ABOUT
 CZ0759'1/2 MILE SOUTHWEST OF THE SANTA CRUZ RIVER, 84 FEET NORTHWEST OF BM XX
 CZ0759'5 (USC AND GS AND SS), 57 FEET SOUTHWEST OF THE CENTER LINE OF SILVER
 CZ0759'BELL ROAD, 2.9 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ0759'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.3 FOOT.
 CZ0759
 CZ0759                          STATION RECOVERY (1997)
 CZ0759
 CZ0759'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0841 ***********************************************************************
 CZ0841  DESIGNATION -  C 113
 CZ0841  PID         -  CZ0841
 CZ0841  STATE/COUNTY-  AZ/PIMA
 CZ0841  USGS QUAD   -  THREE POINTS (1992)
 CZ0841
 CZ0841                         *CURRENT SURVEY CONTROL
 CZ0841  ___________________________________________________________________
 CZ0841* NAD 83(1986)-  32 01 32.     (N)    111 20 42.     (W)     SCALED    
 CZ0841* NAVD 88     -       826.06   (+/-2cm)    2710.2    (feet)  VERTCON   
 CZ0841  ___________________________________________________________________
 CZ0841  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0841
 CZ0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0841
 CZ0841.The horizontal coordinates were scaled from a topographic map and have
 CZ0841.an estimated accuracy of +/- 6 seconds.
 CZ0841
 CZ0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0841.The vertical order pertains to the NGVD 29 superseded value.
 CZ0841
 CZ0841.The geoid height was determined by GEOID03.
 CZ0841
 CZ0841;                    North         East    Units  Estimated Accuracy
 CZ0841;SPC AZ C     -   113,840.      267,360.      MT  (+/- 180 meters Scaled)
 CZ0841
 CZ0841                          SUPERSEDED SURVEY CONTROL
 CZ0841
 CZ0841  NGVD 29 (??/??/92)  825.349  (m)         2707.83   (f) ADJ UNCH    2 0
 CZ0841
 CZ0841.Superseded values are not recommended for survey control.
 CZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0841.See file dsdata.txt to determine how the superseded data were derived.
 CZ0841
 CZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA674433(NAD 83)
 CZ0841_MARKER: DB = BENCH MARK DISK
 CZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0841_STAMPING: C 113 1935
 CZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0841+STABILITY: SURFACE MOTION
 CZ0841
 CZ0841  HISTORY     - Date     Condition        Report By
 CZ0841  HISTORY     - 1935     MONUMENTED       CGS
 CZ0841  HISTORY     - 1951     GOOD             NGS
 CZ0841  HISTORY     - 1974     GOOD             USGS
 CZ0841  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CZ0841
 CZ0841                          STATION DESCRIPTION
 CZ0841
 CZ0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0841'4.2 MI S FROM THREE POINTS.
 CZ0841'4.2 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CZ0841'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, AT A CUT THRU A SMALL LOW
 CZ0841'RIDGE, ABOUT 300 FEET NORTH OF THE CENTER OF A WASH CROSSING THE ROAD
 CZ0841'WITH A CONCRETE RETAINING WALL, AND ABOUT 150 FEET NORTHWEST OF A
 CZ0841'POWER LINE POLE, 31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CZ0841'2.4 FEET SOUTH OF THE WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE
 CZ0841'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CZ0841'THE GROUND.
 CZ0841
 CZ0841                          STATION RECOVERY (1974)
 CZ0841
 CZ0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0841'CHANGE FROM-- 31 1/2 FT. NW OF CENTERLINE OF GRAVEL ROAD TO-- 40 FT.
 CZ0841'NW OF CENTERLINE SASABE ROAD (PAVED).
 CZ0841
 CZ0841                          STATION RECOVERY (2001)
 CZ0841
 CZ0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0841'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0845 ***********************************************************************
 CZ0845  DESIGNATION -  C 114
 CZ0845  PID         -  CZ0845
 CZ0845  STATE/COUNTY-  AZ/PIMA
 CZ0845  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0845
 CZ0845                         *CURRENT SURVEY CONTROL
 CZ0845  ___________________________________________________________________
 CZ0845* NAD 83(1986)-  32 07 17.     (N)    111 01 01.     (W)     SCALED    
 CZ0845* NAVD 88     -       759.34   (+/-2cm)    2491.3    (feet)  VERTCON   
 CZ0845  ___________________________________________________________________
 CZ0845  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0845
 CZ0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0845
 CZ0845.The horizontal coordinates were scaled from a topographic map and have
 CZ0845.an estimated accuracy of +/- 6 seconds.
 CZ0845
 CZ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0845.The vertical order pertains to the NGVD 29 superseded value.
 CZ0845
 CZ0845.The geoid height was determined by GEOID03.
 CZ0845
 CZ0845;                    North         East    Units  Estimated Accuracy
 CZ0845;SPC AZ C     -   124,680.      298,260.      MT  (+/- 180 meters Scaled)
 CZ0845
 CZ0845                          SUPERSEDED SURVEY CONTROL
 CZ0845
 CZ0845  NGVD 29 (??/??/92)  758.669  (m)         2489.07   (f) ADJ UNCH    2 0
 CZ0845
 CZ0845.Superseded values are not recommended for survey control.
 CZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0845.See file dsdata.txt to determine how the superseded data were derived.
 CZ0845
 CZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA984538(NAD 83)
 CZ0845_MARKER: DB = BENCH MARK DISK
 CZ0845_SETTING: 0 = UNSPECIFIED SETTING
 CZ0845_STAMPING: C 114 1935
 CZ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0845+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0845
 CZ0845  HISTORY     - Date     Condition        Report By
 CZ0845  HISTORY     - 1935     MONUMENTED       CGS
 CZ0845  HISTORY     - 1966     GOOD             USGS
 CZ0845  HISTORY     - 20010907 GOOD             INDIV
 CZ0845  HISTORY     - 20060316 GOOD             USPSQD
 CZ0845
 CZ0845                          STATION DESCRIPTION
 CZ0845
 CZ0845'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0845'4.2 MI S FROM TUCSON.
 CZ0845'2.5 MILES WEST ALONG AJO HIGHWAY FROM THE U.S. VETERANS HOSPITAL TO
 CZ0845'MISSION ROAD THEN SOUTH 1.8 MILES TO STORAGE BUILDING ON THE LEFT. 1.1
 CZ0845'MILES NORTH OF ROAD TO SAN XAVIER MISSION, 400 FEET NORTH OF SMALL
 CZ0845'ADOBE HOUSE, 90 FEET NORTH OF A FENCE CORNER, 88 FEET EAST OF THE
 CZ0845'CENTER LINE OF THE ROAD, 5 FEET WEST OF A STORAGE BUILDING.
 CZ0845
 CZ0845                          STATION RECOVERY (2001)
 CZ0845
 CZ0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0845'MARKER FOUND JUST EAST OF A FENCELINE ABOUT 85-M SOUTH OF A DRAINAGE
 CZ0845'CHANNEL AND ABOUT 50 FEET FROM AN ABANDONED SHACK.  THE ADJACENT
 CZ0845'STORAGE BUILDING MENTIONED IS NO LONGER PRESENT BUT THERE IS MUCH
 CZ0845'DEBRIS NEAR THE MARKER.  THERE IS A WOODEN POST W/ PLASTIC FLAG
 CZ0845'EMPLACED NEXT TO THE CONCRETE PEDESTAL OF THE MARKER.  GPS MEASURED
 CZ0845'COORDINATES N32 07 17.1 W111 01 02.1, 2483 FEET ELEV.
 CZ0845
 CZ0845                          STATION RECOVERY (2006)
 CZ0845
 CZ0845'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0480 ***********************************************************************
 CG0480  DESIGNATION -  C 115
 CG0480  PID         -  CG0480
 CG0480  STATE/COUNTY-  AZ/PIMA
 CG0480  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0480
 CG0480                         *CURRENT SURVEY CONTROL
 CG0480  ___________________________________________________________________
 CG0480* NAD 83(1986)-  31 59 01.     (N)    111 08 32.     (W)     SCALED    
 CG0480* NAVD 88     -      1141.05   (+/-2cm)    3743.6    (feet)  VERTCON   
 CG0480  ___________________________________________________________________
 CG0480  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0480
 CG0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0480
 CG0480.The horizontal coordinates were scaled from a topographic map and have
 CG0480.an estimated accuracy of +/- 6 seconds.
 CG0480
 CG0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0480.The vertical order pertains to the NGVD 29 superseded value.
 CG0480
 CG0480.The geoid height was determined by GEOID03.
 CG0480
 CG0480;                    North         East    Units  Estimated Accuracy
 CG0480;SPC AZ C     -   109,310.      286,550.      MT  (+/- 180 meters Scaled)
 CG0480
 CG0480                          SUPERSEDED SURVEY CONTROL
 CG0480
 CG0480  NGVD 29 (??/??/92) 1140.272  (m)         3741.04   (f) ADJ UNCH    2 0
 CG0480
 CG0480.Superseded values are not recommended for survey control.
 CG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0480.See file dsdata.txt to determine how the superseded data were derived.
 CG0480
 CG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA865386(NAD 83)
 CG0480_MARKER: DB = BENCH MARK DISK
 CG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0480_STAMPING: C 115 1935
 CG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0480+STABILITY: SURFACE MOTION
 CG0480
 CG0480  HISTORY     - Date     Condition        Report By
 CG0480  HISTORY     - 1935     MONUMENTED       CGS
 CG0480  HISTORY     - 1976     GOOD             USGS
 CG0480
 CG0480                          STATION DESCRIPTION
 CG0480
 CG0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0480'0.7 MI N FROM SAN XAVIER.
 CG0480'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 3.7 MILES
 CG0480'SOUTHWEST ALONG THE SOTO RANCH ROAD.  0.6 MILE WEST OF A RANCH HOUSE
 CG0480'TO THE SOUTH AND A GATE ON THE ROAD, 0.4 MILE EAST OF AN ADOBE RANCH
 CG0480'HOUSE, 125 FEET WEST OF A LONE MESQUITE TREE, AND 37 FEET SOUTH OF THE
 CG0480'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 115 1935 AND SET
 CG0480'IN THE TOP OF A CONCRETE POST.
 CG0480
 CG0480                          STATION RECOVERY (1976)
 CG0480
 CG0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0480'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN LEFT,
 CG0480'W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT, CONTINUE
 CG0480'W. 1.0 MI TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND ROAD FORK. BEAR
 CG0480'RIGHT, NW 0.6 MI. ABOUT 175 FT. W. OF SMALL DRAIN CROSSING, 35 FT S.
 CG0480'CENTERLINE OF ROAD. SET IN TOP OF CONCRETE POST. A STANDARD DISK
 CG0480'STAMPED C 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0656 ***********************************************************************
 FS0656  DESIGNATION -  C 116
 FS0656  PID         -  FS0656
 FS0656  STATE/COUNTY-  AZ/MOHAVE
 FS0656  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0656
 FS0656                         *CURRENT SURVEY CONTROL
 FS0656  ___________________________________________________________________
 FS0656* NAD 83(1986)-  35 28 15.     (N)    114 37 48.     (W)     SCALED    
 FS0656* NAVD 88     -       229.323  (meters)     752.37   (feet)  POSTED    
 FS0656  ___________________________________________________________________
 FS0656  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 FS0656  DYNAMIC HT  -         229.090 (meters)     751.61  (feet)  COMP
 FS0656  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 FS0656
 FS0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0656
 FS0656.The horizontal coordinates were scaled from a topographic map and have
 FS0656.an estimated accuracy of +/- 6 seconds.
 FS0656
 FS0656.The orthometric height was determined by differential leveling
 FS0656.and adjusted by the National Geodetic Survey in 1992..
 FS0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0656.rate of 0.0 thru 1.0 mm/km.
 FS0656
 FS0656.The geoid height was determined by GEOID03.
 FS0656
 FS0656.The dynamic height is computed by dividing the NAVD 88
 FS0656.geopotential number by the normal gravity value computed on the
 FS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0656.degrees latitude (g = 980.6199 gals.).
 FS0656
 FS0656.The modeled gravity was interpolated from observed gravity values.
 FS0656
 FS0656;                    North         East    Units  Estimated Accuracy
 FS0656;SPC AZ W     -   496,180.      133,490.      MT  (+/- 180 meters Scaled)
 FS0656
 FS0656                          SUPERSEDED SURVEY CONTROL
 FS0656
 FS0656  NGVD 29 (??/??/92)  228.615  (m)          750.05   (f) ADJ UNCH    1 2
 FS0656
 FS0656.Superseded values are not recommended for survey control.
 FS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0656.See file dsdata.txt to determine how the superseded data were derived.
 FS0656
 FS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV150278(NAD 83)
 FS0656_MARKER: DB = BENCH MARK DISK
 FS0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0656_STAMPING: C 116 1935
 FS0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0656+STABILITY: SURFACE MOTION
 FS0656
 FS0656  HISTORY     - Date     Condition        Report By
 FS0656  HISTORY     - 1935     MONUMENTED       CGS
 FS0656  HISTORY     - 1950     GOOD             NGS
 FS0656
 FS0656                          STATION DESCRIPTION
 FS0656
 FS0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0656'26.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0656'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0656'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 18.8 MILES WEST
 FS0656'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.1
 FS0656'MILE NORTHEAST OF THE JUNCTION OF A DIM TRACK ROAD LEADING
 FS0656'NORTHWEST, ABOUT 32 YARDS SOUTHEAST OF THE APPROXIMATE CENTER OF
 FS0656'A DRY WASH, 30 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5
 FS0656'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0656'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 FS0656'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0616 ***********************************************************************
 CG0616  DESIGNATION -  C 118
 CG0616  PID         -  CG0616
 CG0616  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0616  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0616
 CG0616                         *CURRENT SURVEY CONTROL
 CG0616  ___________________________________________________________________
 CG0616* NAD 83(1986)-  31 24 23.     (N)    111 01 27.     (W)     SCALED    
 CG0616* NAVD 88     -      1159.94   (+/-2cm)    3805.6    (feet)  VERTCON   
 CG0616  ___________________________________________________________________
 CG0616  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0616
 CG0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0616
 CG0616.The horizontal coordinates were scaled from a topographic map and have
 CG0616.an estimated accuracy of +/- 6 seconds.
 CG0616
 CG0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0616.The vertical order pertains to the NGVD 29 superseded value.
 CG0616
 CG0616.The geoid height was determined by GEOID03.
 CG0616
 CG0616;                    North         East    Units  Estimated Accuracy
 CG0616;SPC AZ C     -    45,400.      298,230.      MT  (+/- 180 meters Scaled)
 CG0616
 CG0616                          SUPERSEDED SURVEY CONTROL
 CG0616
 CG0616  NGVD 29 (??/??/92) 1159.05   (m)         3802.6    (f) COMPUTED    2 0
 CG0616
 CG0616.Superseded values are not recommended for survey control.
 CG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0616.See file dsdata.txt to determine how the superseded data were derived.
 CG0616
 CG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV977746(NAD 83)
 CG0616_MARKER: DB = BENCH MARK DISK
 CG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0616_STAMPING: C 118 1935
 CG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0616+STABILITY: SURFACE MOTION
 CG0616
 CG0616  HISTORY     - Date     Condition        Report By
 CG0616  HISTORY     - 1935     MONUMENTED       CGS
 CG0616  HISTORY     - 1939     MARK NOT FOUND   USGS
 CG0616  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0616
 CG0616                          STATION DESCRIPTION
 CG0616
 CG0616'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 CG0616'7.3 MI N FROM NOGALES.
 CG0616'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0616'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 5.0 MILES WEST ALONG THE
 CG0616'RUBY ROAD.  1.5 MILES WEST OF A RANCH ON THE SOUTH SIDE OF THE ROAD,
 CG0616'62 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 18 FEET WEST OF A
 CG0616'SMALL WASH.  A STANDARD DISK, STAMPED C 118 1935 AND SET IN THE TOP OF
 CG0616'A CONCRETE POST.
 CG0616
 CG0616                          STATION RECOVERY (1976)
 CG0616
 CG0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0105 ***********************************************************************
 FS0105  DESIGNATION -  C 119
 FS0105  PID         -  FS0105
 FS0105  STATE/COUNTY-  AZ/MOHAVE
 FS0105  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0105
 FS0105                         *CURRENT SURVEY CONTROL
 FS0105  ___________________________________________________________________
 FS0105* NAD 83(1986)-  35 47 44.     (N)    114 30 43.     (W)     SCALED    
 FS0105* NAVD 88     -       667.965  (meters)    2191.48   (feet)  ADJUSTED  
 FS0105  ___________________________________________________________________
 FS0105  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0105  DYNAMIC HT  -         667.268 (meters)    2189.20  (feet)  COMP
 FS0105  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 FS0105
 FS0105  VERT ORDER  -  FIRST     CLASS I
 FS0105
 FS0105.The horizontal coordinates were scaled from a topographic map and have
 FS0105.an estimated accuracy of +/- 6 seconds.
 FS0105
 FS0105.The orthometric height was determined by differential leveling
 FS0105.and adjusted by the National Geodetic Survey in June 1991..
 FS0105
 FS0105.The geoid height was determined by GEOID03.
 FS0105
 FS0105.The dynamic height is computed by dividing the NAVD 88
 FS0105.geopotential number by the normal gravity value computed on the
 FS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0105.degrees latitude (g = 980.6199 gals.).
 FS0105
 FS0105.The modeled gravity was interpolated from observed gravity values.
 FS0105
 FS0105;                    North         East    Units  Estimated Accuracy
 FS0105;SPC AZ W     -   532,120.      144,490.      MT  (+/- 180 meters Scaled)
 FS0105
 FS0105                          SUPERSEDED SURVEY CONTROL
 FS0105
 FS0105  NGVD 29 (??/??/92)  667.228  (m)         2189.06   (f) ADJ UNCH    1 1
 FS0105
 FS0105.Superseded values are not recommended for survey control.
 FS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0105.See file dsdata.txt to determine how the superseded data were derived.
 FS0105
 FS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV248641(NAD 83)
 FS0105_MARKER: DB = BENCH MARK DISK
 FS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0105_STAMPING: C 119 1935
 FS0105_MARK LOGO: CGS   
 FS0105_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0105+STABILITY: SURFACE MOTION
 FS0105
 FS0105  HISTORY     - Date     Condition        Report By
 FS0105  HISTORY     - 1935     MONUMENTED       CGS
 FS0105  HISTORY     - 1950     GOOD             NGS
 FS0105  HISTORY     - 1963     GOOD             NGS
 FS0105  HISTORY     - 1982     GOOD             NGS
 FS0105
 FS0105                          STATION DESCRIPTION
 FS0105
 FS0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0105'24.1 MI S FROM MOUTH OF DETRITAL WASH.
 FS0105'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF
 FS0105'LAKE MEAD, THENCE 17.2 MILES SOUTH ALONG AN OLD ABANDONED ROAD,
 FS0105'0.6 MILE WEST OF THE WEST EDGE OF DETRITAL WASH, 206 1/2 FEET
 FS0105'SOUTHEAST OF A 20-INCH JOSHUA TREE, 59 1/2 FEET SOUTH OF THE
 FS0105'CENTER LINE OF THE ROAD, 37 1/2 FEET NORTH OF A 12-INCH YUCCA TREE
 FS0105'2.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FS0105'GROUND.
 FS0105
 FS0105                          STATION RECOVERY (1963)
 FS0105
 FS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0105'RECOVERED IN GOOD CONDITION.
 FS0105
 FS0105                          STATION RECOVERY (1982)
 FS0105
 FS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0105'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0105'OF HOOVER DAM, THENCE 2.2 KM (1.4 MI) EAST ALONG A DIM TRACK ROAD, 1.0
 FS0105'KM (0.6 MI) WEST OF THE WEST EDGE OF DETRITAL WASH AND A GRAVEL PIT,
 FS0105'17.9 METERS (59 FT) SOUTH OF THE CENTER OF THE ROAD.
 FS0105'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0653 ***********************************************************************
 ET0653  DESIGNATION -  C 12
 ET0653  PID         -  ET0653
 ET0653  STATE/COUNTY-  AZ/LA PAZ
 ET0653  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0653
 ET0653                         *CURRENT SURVEY CONTROL
 ET0653  ___________________________________________________________________
 ET0653* NAD 83(1992)-  34 09 29.29262(N)    113 29 03.28002(W)     ADJUSTED  
 ET0653* NAVD 88     -       551.01   (+/-2cm)    1807.8    (feet)  VERTCON   
 ET0653  ___________________________________________________________________
 ET0653  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET0653  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET0653
 ET0653  HORZ ORDER  -  SECOND
 ET0653  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0653
 ET0653.The horizontal coordinates were established by classical geodetic methods
 ET0653.and adjusted by the National Geodetic Survey in August 1993..
 ET0653
 ET0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0653.The vertical order pertains to the NGVD 29 superseded value.
 ET0653
 ET0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0653
 ET0653.The geoid height was determined by GEOID03.
 ET0653
 ET0653;                    North         East     Units Scale Factor Converg.
 ET0653;SPC AZ W     -   350,236.821   237,864.579   MT  0.99994073   +0 08 57.2
 ET0653;SPC AZ W     - 1,149,070.94    780,395.60   iFT  0.99994073   +0 08 57.2
 ET0653;UTM  12      - 3,782,478.807   270,984.679   MT  1.00024657   -1 23 43.6
 ET0653
 ET0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0653!SPC AZ W     -   0.99991820  x   0.99994073  =   0.99985894
 ET0653!UTM  12      -   0.99991820  x   1.00024657  =   1.00016475
 ET0653
 ET0653                          SUPERSEDED SURVEY CONTROL
 ET0653
 ET0653  NAD 83(1986)-  34 09 29.28976(N)    113 29 03.28652(W) AD(       ) 2
 ET0653  NAD 27      -  34 09 29.21000(N)    113 29 00.55200(W) AD(       ) 2
 ET0653  NGVD 29 (??/??/92)  550.328  (m)         1805.53   (f) ADJ UNCH    1 2
 ET0653
 ET0653.Superseded values are not recommended for survey control.
 ET0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0653.See file dsdata.txt to determine how the superseded data were derived.
 ET0653
 ET0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7098582479(NAD 83)
 ET0653_MARKER: DB = BENCH MARK DISK
 ET0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0653_STAMPING: 1805.534 C 12 1927
 ET0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0653+STABILITY: SURFACE MOTION
 ET0653
 ET0653  HISTORY     - Date     Condition        Report By
 ET0653  HISTORY     - 1948     MONUMENTED       CGS
 ET0653  HISTORY     - 1948     GOOD             NGS
 ET0653  HISTORY     - 20010730 POOR             NGS
 ET0653
 ET0653                          STATION DESCRIPTION
 ET0653
 ET0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0653'STATION MARK, PROJECTING
 ET0653'6 INCHES, SET 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET0653'IT IS THE SAME ELEVATION AS STATION MARK DATE AND IS STAMPED,
 ET0653'C 12 1927 1805.534.
 ET0653'
 ET0653'TO REACH STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET0653'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO RIGHT
 ET0653'6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 8.2 MILES
 ET0653'TO STATION.  A DRIVE STATION.
 ET0653
 ET0653                          STATION RECOVERY (1948)
 ET0653
 ET0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 ET0653'26.9 MI N FROM WENDEN.
 ET0653'26.9 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0653'WENDEN, YUMA COUNTY, 6.3 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0653'LEADING TO CONGRESS JUNCTION, 70 YARDS NORTHWEST OF A BLAZED GIANT
 ET0653'CACTUS WITH SEVERAL SPROUTS, 50 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 ET0653'OF A SMALL WASH, AND 25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET0653'A STANDARD DISK, STAMPED 1805.534 C 12 1927 AND SET IN THE TOP OF A
 ET0653'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 ET0653
 ET0653                          STATION RECOVERY (2001)
 ET0653
 ET0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0653'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0384 ***********************************************************************
 FS0384  DESIGNATION -  C 120
 FS0384  PID         -  FS0384
 FS0384  STATE/COUNTY-  AZ/MOHAVE
 FS0384  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0384
 FS0384                         *CURRENT SURVEY CONTROL
 FS0384  ___________________________________________________________________
 FS0384* NAD 83(1986)-  35 58 26.     (N)    114 29 09.     (W)     SCALED    
 FS0384* NAVD 88     -       463.008  (meters)    1519.05   (feet)  POSTED    
 FS0384  ___________________________________________________________________
 FS0384  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0384  DYNAMIC HT  -         462.540 (meters)    1517.52  (feet)  COMP
 FS0384  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 FS0384
 FS0384  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0384
 FS0384.The horizontal coordinates were scaled from a topographic map and have
 FS0384.an estimated accuracy of +/- 6 seconds.
 FS0384
 FS0384.The orthometric height was determined by differential leveling
 FS0384.and adjusted by the National Geodetic Survey in 1992..
 FS0384.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0384.rate of 1.1 thru 2.0 mm/km.
 FS0384
 FS0384.The geoid height was determined by GEOID03.
 FS0384
 FS0384.The dynamic height is computed by dividing the NAVD 88
 FS0384.geopotential number by the normal gravity value computed on the
 FS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0384.degrees latitude (g = 980.6199 gals.).
 FS0384
 FS0384.The modeled gravity was interpolated from observed gravity values.
 FS0384
 FS0384;                    North         East    Units  Estimated Accuracy
 FS0384;SPC AZ W     -   551,890.      147,000.      MT  (+/- 180 meters Scaled)
 FS0384
 FS0384                          SUPERSEDED SURVEY CONTROL
 FS0384
 FS0384  NGVD 29 (??/??/92)  462.29   (m)         1516.7    (f) COMPUTED    1 2
 FS0384
 FS0384.Superseded values are not recommended for survey control.
 FS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0384.See file dsdata.txt to determine how the superseded data were derived.
 FS0384
 FS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV266839(NAD 83)
 FS0384_MARKER: DB = BENCH MARK DISK
 FS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0384_STAMPING: C 120 1935
 FS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0384+STABILITY: SURFACE MOTION
 FS0384
 FS0384  HISTORY     - Date     Condition        Report By
 FS0384  HISTORY     - 1935     MONUMENTED       CGS
 FS0384  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0384
 FS0384                          STATION DESCRIPTION
 FS0384
 FS0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0384'6.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0384'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0384'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 14.0 FEET NORTH ALONG
 FS0384'DETRITAL WASH ROAD, 100 FEET WEST OF THE WEST EDGE OF DETRITAL
 FS0384'WASH, 345 FEET SOUTHEAST OF FOOTHILLS, AND 42 FEET NORTH OF A
 FS0384'CROSSWASH.  A STANDARD DISK, STAMPED C 120 1935 AND SET IN THE
 FS0384'TOP OF A CONCRETE POST.  NOTE-- IT IS POSSIBLE THAT THE MARK IS
 FS0384'COVERED BY SAND WHICH HAS ACCUMULATED AT THIS POINT FROM A CROSS
 FS0384'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0647 ***********************************************************************
 CG0647  DESIGNATION -  C 121
 CG0647  PID         -  CG0647
 CG0647  STATE/COUNTY-  AZ/PIMA
 CG0647  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0647
 CG0647                         *CURRENT SURVEY CONTROL
 CG0647  ___________________________________________________________________
 CG0647* NAD 83(1986)-  31 56 25.     (N)    111 41 53.     (W)     SCALED    
 CG0647* NAVD 88     -       943.34   (+/-2cm)    3094.9    (feet)  VERTCON   
 CG0647  ___________________________________________________________________
 CG0647  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0647
 CG0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0647
 CG0647.The horizontal coordinates were scaled from a topographic map and have
 CG0647.an estimated accuracy of +/- 6 seconds.
 CG0647
 CG0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0647.The vertical order pertains to the NGVD 29 superseded value.
 CG0647
 CG0647.The geoid height was determined by GEOID03.
 CG0647
 CG0647;                    North         East    Units  Estimated Accuracy
 CG0647;SPC AZ C     -   104,270.      234,030.      MT  (+/- 180 meters Scaled)
 CG0647
 CG0647                          SUPERSEDED SURVEY CONTROL
 CG0647
 CG0647  NGVD 29 (??/??/92)  942.590  (m)         3092.48   (f) ADJ UNCH    2 0
 CG0647
 CG0647.Superseded values are not recommended for survey control.
 CG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0647.See file dsdata.txt to determine how the superseded data were derived.
 CG0647
 CG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340340(NAD 83)
 CG0647_MARKER: DB = BENCH MARK DISK
 CG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0647_STAMPING: C 121 1935
 CG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0647+STABILITY: SURFACE MOTION
 CG0647
 CG0647  HISTORY     - Date     Condition        Report By
 CG0647  HISTORY     - 1935     MONUMENTED       CGS
 CG0647  HISTORY     - 1952     GOOD             NGS
 CG0647
 CG0647                          STATION DESCRIPTION
 CG0647
 CG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0647'17.45 MI E FROM SELLS.
 CG0647'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0647'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 4.3 MILES
 CG0647'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 57 1/2 FEET SOUTHWEST OF
 CG0647'THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A PALO VERDE TREE,
 CG0647'2.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0647'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CG0647'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0663 ***********************************************************************
 CG0663  DESIGNATION -  C 122
 CG0663  PID         -  CG0663
 CG0663  STATE/COUNTY-  AZ/PIMA
 CG0663  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0663
 CG0663                         *CURRENT SURVEY CONTROL
 CG0663  ___________________________________________________________________
 CG0663* NAD 83(1986)-  31 50 26.     (N)    111 39 25.     (W)     SCALED    
 CG0663* NAVD 88     -       994.82   (+/-2cm)    3263.8    (feet)  VERTCON   
 CG0663  ___________________________________________________________________
 CG0663  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CG0663
 CG0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0663
 CG0663.The horizontal coordinates were scaled from a topographic map and have
 CG0663.an estimated accuracy of +/- 6 seconds.
 CG0663
 CG0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0663.The vertical order pertains to the NGVD 29 superseded value.
 CG0663
 CG0663.The geoid height was determined by GEOID03.
 CG0663
 CG0663;                    North         East    Units  Estimated Accuracy
 CG0663;SPC AZ C     -    93,220.      237,940.      MT  (+/- 180 meters Scaled)
 CG0663
 CG0663                          SUPERSEDED SURVEY CONTROL
 CG0663
 CG0663  NGVD 29 (??/??/92)  994.051  (m)         3261.32   (f) ADJ UNCH    2 0
 CG0663
 CG0663.Superseded values are not recommended for survey control.
 CG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0663.See file dsdata.txt to determine how the superseded data were derived.
 CG0663
 CG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA378229(NAD 83)
 CG0663_MARKER: DB = BENCH MARK DISK
 CG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0663_STAMPING: C 122 1935
 CG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0663+STABILITY: SURFACE MOTION
 CG0663
 CG0663  HISTORY     - Date     Condition        Report By
 CG0663  HISTORY     - 1935     MONUMENTED       CGS
 CG0663  HISTORY     - 1952     GOOD             NGS
 CG0663
 CG0663                          STATION DESCRIPTION
 CG0663
 CG0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0663'12.7 MI E FROM TOPAWA.
 CG0663'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0663'TOPAWA, THENCE 3.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0663'ROAD, 0.85 MILES NORTH OF THE Y JUNCTION OF THE FRESNAL CANYON ROAD
 CG0663'LEADING EAST, AND ABOUT 0.2 MILE SOUTH OF A ADOBE HOUSE ACROSS A LARGE
 CG0663'WASH, 193 FEET SOUTHWEST OF THE RUINS OF AN OLD ADOBE HOUSE, 88 FEET
 CG0663'SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS
 CG0663'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0663'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND, A METAL TAG STAMPED
 CG0663'3261.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0758 ***********************************************************************
 CG0758  DESIGNATION -  C 123
 CG0758  PID         -  CG0758
 CG0758  STATE/COUNTY-  AZ/PIMA
 CG0758  USGS QUAD   -  SAN MIGUEL (1984)
 CG0758
 CG0758                         *CURRENT SURVEY CONTROL
 CG0758  ___________________________________________________________________
 CG0758* NAD 83(1986)-  31 36 49.     (N)    111 46 48.     (W)     SCALED    
 CG0758* NAVD 88     -       755.64   (+/-2cm)    2479.1    (feet)  VERTCON   
 CG0758  ___________________________________________________________________
 CG0758  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0758
 CG0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0758
 CG0758.The horizontal coordinates were scaled from a topographic map and have
 CG0758.an estimated accuracy of +/- 6 seconds.
 CG0758
 CG0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0758.The vertical order pertains to the NGVD 29 superseded value.
 CG0758
 CG0758.The geoid height was determined by GEOID03.
 CG0758
 CG0758;                    North         East    Units  Estimated Accuracy
 CG0758;SPC AZ C     -    68,040.      226,330.      MT  (+/- 180 meters Scaled)
 CG0758
 CG0758                          SUPERSEDED SURVEY CONTROL
 CG0758
 CG0758  NGVD 29 (??/??/92)  754.898  (m)         2476.69   (f) ADJ UNCH    2 0
 CG0758
 CG0758.Superseded values are not recommended for survey control.
 CG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0758.See file dsdata.txt to determine how the superseded data were derived.
 CG0758
 CG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV260978(NAD 83)
 CG0758_MARKER: DB = BENCH MARK DISK
 CG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0758_STAMPING: C 123 1935
 CG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0758+STABILITY: SURFACE MOTION
 CG0758
 CG0758  HISTORY     - Date     Condition        Report By
 CG0758  HISTORY     - 1935     MONUMENTED       CGS
 CG0758  HISTORY     - 1952     GOOD             NGS
 CG0758  HISTORY     - 1977     GOOD             USGS
 CG0758
 CG0758                          STATION DESCRIPTION
 CG0758
 CG0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0758'IN SAN MIGUEL.
 CG0758'AT SAN MIGUEL, AT THE Y JUNCTION OF A MAIN ROAD AND TRACK ROAD LEADING
 CG0758'NORTHEAST, 228.7 FEET WEST OF THE SOUTHWEST CORNER OF A STUCCO
 CG0758'BUILDING WITH YELLOW LETTERS SAN MIGUEL ON THE ROOF, 161.1 FEET
 CG0758'NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH BUILDING, 79 FEET EAST
 CG0758'OF THE CENTER LINE OF THE MAIN ROAD, 36 1/2 FEET SOUTHEAST OF THE
 CG0758'CENTER LINE OF THE TRACK ROAD LEADING NORTHEAST, 3.5 FEET WEST OF A
 CG0758'TELEPHONE POLE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 CG0758'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0758'FOOT ABOVE THE GROUND.
 CG0758
 CG0758                          STATION RECOVERY (1977)
 CG0758
 CG0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0758'SAN MIGUEL, AT THE Y JUNCTION OF A MAIN RD. AND TRACK RD. LEADING NE.
 CG0758'161 FT NW. CORNER OF AN ABANDONED CHURCH BUILDING. 85 FT E. OF THE
 CG0758'CENTERLINE OF MAIN RD., 3.5 FT W. OF A TELEPHONE POLE ABOUT 1 FT
 CG0758'HIGHER THAN THE RD. SET IN A CONCRETE POST PROJECTING 0.9 FT ABOVE
 CG0758'GROUND. STANDARD DISK STAMPED C 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0478 ***********************************************************************
 FR0478  DESIGNATION -  C 124
 FR0478  PID         -  FR0478
 FR0478  STATE/COUNTY-  AZ/MOHAVE
 FR0478  USGS QUAD   -  ANTARES (1980)
 FR0478
 FR0478                         *CURRENT SURVEY CONTROL
 FR0478  ___________________________________________________________________
 FR0478* NAD 83(1986)-  35 24 10.     (N)    113 45 52.     (W)     SCALED    
 FR0478* NAVD 88     -      1089.475  (meters)    3574.39   (feet)  ADJUSTED  
 FR0478  ___________________________________________________________________
 FR0478  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FR0478  DYNAMIC HT  -        1088.177 (meters)    3570.13  (feet)  COMP
 FR0478  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 FR0478
 FR0478  VERT ORDER  -  FIRST     CLASS I
 FR0478
 FR0478.The horizontal coordinates were scaled from a topographic map and have
 FR0478.an estimated accuracy of +/- 6 seconds.
 FR0478
 FR0478.The orthometric height was determined by differential leveling
 FR0478.and adjusted by the National Geodetic Survey in June 1991..
 FR0478
 FR0478.The geoid height was determined by GEOID03.
 FR0478
 FR0478.The dynamic height is computed by dividing the NAVD 88
 FR0478.geopotential number by the normal gravity value computed on the
 FR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0478.degrees latitude (g = 980.6199 gals.).
 FR0478
 FR0478.The modeled gravity was interpolated from observed gravity values.
 FR0478
 FR0478;                    North         East    Units  Estimated Accuracy
 FR0478;SPC AZ W     -   488,270.      212,050.      MT  (+/- 180 meters Scaled)
 FR0478
 FR0478                          SUPERSEDED SURVEY CONTROL
 FR0478
 FR0478  NGVD 29 (??/??/92) 1088.674  (m)         3571.76   (f) ADJ UNCH    1 1
 FR0478
 FR0478.Superseded values are not recommended for survey control.
 FR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0478.See file dsdata.txt to determine how the superseded data were derived.
 FR0478
 FR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE489212(NAD 83)
 FR0478_MARKER: DB = BENCH MARK DISK
 FR0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0478_STAMPING: C 124 1935
 FR0478_MARK LOGO: CGS   
 FR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0478+STABILITY: SURFACE MOTION
 FR0478
 FR0478  HISTORY     - Date     Condition        Report By
 FR0478  HISTORY     - 1935     MONUMENTED       CGS
 FR0478  HISTORY     - 1940     GOOD             NGS
 FR0478  HISTORY     - 1982     GOOD             NGS
 FR0478
 FR0478                          STATION DESCRIPTION
 FR0478
 FR0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0478'3.2 MI NW FROM HACKBERRY.
 FR0478'3.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0478'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 240 FEET NORTHWEST OF
 FR0478'MILEPOST 492, AT CONCRETE CULVERT A 493, IN THE TOP OF THE EAST END OF
 FR0478'THE SOUTH HEADWALL, 12 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FR0478'TRACK, AND 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FR0478'DISK, STAMPED C 124 1935.
 FR0478
 FR0478                          STATION RECOVERY (1982)
 FR0478
 FR0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0524 ***********************************************************************
 FR0524  DESIGNATION -  C 125
 FR0524  PID         -  FR0524
 FR0524  STATE/COUNTY-  AZ/MOHAVE
 FR0524  USGS QUAD   -  ANTARES (1980)
 FR0524
 FR0524                         *CURRENT SURVEY CONTROL
 FR0524  ___________________________________________________________________
 FR0524* NAD 83(1986)-  35 26 21.     (N)    113 46 50.     (W)     SCALED    
 FR0524* NAVD 88     -      1014.322  (meters)    3327.82   (feet)  POSTED    
 FR0524  ___________________________________________________________________
 FR0524  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FR0524  DYNAMIC HT  -        1013.130 (meters)    3323.91  (feet)  COMP
 FR0524  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FR0524
 FR0524  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0524
 FR0524.The horizontal coordinates were scaled from a topographic map and have
 FR0524.an estimated accuracy of +/- 6 seconds.
 FR0524
 FR0524.The orthometric height was determined by differential leveling
 FR0524.and adjusted by the National Geodetic Survey in 1992..
 FR0524.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0524.rate of 1.1 thru 2.0 mm/km.
 FR0524
 FR0524.The geoid height was determined by GEOID03.
 FR0524
 FR0524.The dynamic height is computed by dividing the NAVD 88
 FR0524.geopotential number by the normal gravity value computed on the
 FR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0524.degrees latitude (g = 980.6199 gals.).
 FR0524
 FR0524.The modeled gravity was interpolated from observed gravity values.
 FR0524
 FR0524;                    North         East    Units  Estimated Accuracy
 FR0524;SPC AZ W     -   492,310.      210,590.      MT  (+/- 180 meters Scaled)
 FR0524
 FR0524                          SUPERSEDED SURVEY CONTROL
 FR0524
 FR0524  NGVD 29 (??/??/92) 1013.533  (m)         3325.23   (f) ADJ UNCH    1 1
 FR0524
 FR0524.Superseded values are not recommended for survey control.
 FR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0524.See file dsdata.txt to determine how the superseded data were derived.
 FR0524
 FR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE476253(NAD 83)
 FR0524_MARKER: DB = BENCH MARK DISK
 FR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0524_STAMPING: C 125 1935
 FR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0524+STABILITY: SURFACE MOTION
 FR0524
 FR0524  HISTORY     - Date     Condition        Report By
 FR0524  HISTORY     - 1935     MONUMENTED       CGS
 FR0524  HISTORY     - 1970     GOOD             USGS
 FR0524
 FR0524                          STATION DESCRIPTION
 FR0524
 FR0524'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0524'5.8 MI E FROM HACKBERRY.
 FR0524'FROM THE HIGHWAY STORE AT HACKBERRY GO 1.6 MILES NORTHWEST ALONG US
 FR0524'HIGHWAY 66 TO T ROAD RIGHT, HENCE EAST ON T ROAD 0.4 MILES TO ROAD
 FR0524'FORK, LEFT FORK NW FOR 2.6 MILES TO ROAD FORK, TAKE LEFT FORK WEST FOR
 FR0524'0.6 MILES TO STEEL TOWER TRANSMISSION LINE, THEN NORTHWEST ALONG POWER
 FR0524'LINE SERVICE ROAD FOR THREE TOWERS TO TOWER NO.73.3. TURN DUE EAST OFF
 FR0524'ROAD FOR 0.33 MILES TO BM. BM IS 40 FT. EAST OF SHALLOW DRAIN, SET IN
 FR0524'CONCRETE POST PROJECTING 0.8 FT. 3FT. NORTH OF WOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0457 ***********************************************************************
 FS0457  DESIGNATION -  C 126
 FS0457  PID         -  FS0457
 FS0457  STATE/COUNTY-  AZ/MOHAVE
 FS0457  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0457
 FS0457                         *CURRENT SURVEY CONTROL
 FS0457  ___________________________________________________________________
 FS0457* NAD 83(1986)-  35 52 57.     (N)    114 05 27.     (W)     SCALED    
 FS0457* NAVD 88     -      1207.469  (meters)    3961.50   (feet)  POSTED    
 FS0457  ___________________________________________________________________
 FS0457  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FS0457  DYNAMIC HT  -        1206.100 (meters)    3957.01  (feet)  COMP
 FS0457  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 FS0457
 FS0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0457
 FS0457.The horizontal coordinates were scaled from a topographic map and have
 FS0457.an estimated accuracy of +/- 6 seconds.
 FS0457
 FS0457.The orthometric height was determined by differential leveling
 FS0457.and adjusted by the National Geodetic Survey in 1992..
 FS0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0457.rate of 0.0 thru 1.0 mm/km.
 FS0457
 FS0457.The geoid height was determined by GEOID03.
 FS0457
 FS0457.The dynamic height is computed by dividing the NAVD 88
 FS0457.geopotential number by the normal gravity value computed on the
 FS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0457.degrees latitude (g = 980.6199 gals.).
 FS0457
 FS0457.The modeled gravity was interpolated from observed gravity values.
 FS0457
 FS0457;                    North         East    Units  Estimated Accuracy
 FS0457;SPC AZ W     -   541,550.      182,590.      MT  (+/- 180 meters Scaled)
 FS0457
 FS0457                          SUPERSEDED SURVEY CONTROL
 FS0457
 FS0457  NGVD 29 (??/??/92) 1206.704  (m)         3958.99   (f) ADJ UNCH    1 1
 FS0457
 FS0457.Superseded values are not recommended for survey control.
 FS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0457.See file dsdata.txt to determine how the superseded data were derived.
 FS0457
 FS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626748(NAD 83)
 FS0457_MARKER: DB = BENCH MARK DISK
 FS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0457_STAMPING: C 126 1935
 FS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0457+STABILITY: SURFACE MOTION
 FS0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0457+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 FS0457
 FS0457  HISTORY     - Date     Condition        Report By
 FS0457  HISTORY     - 1935     MONUMENTED       CGS
 FS0457  HISTORY     - 1950     GOOD             NGS
 FS0457  HISTORY     - 1986     GOOD             USPSQD
 FS0457  HISTORY     - 20001201 GOOD             AZ-015
 FS0457
 FS0457                          STATION DESCRIPTION
 FS0457
 FS0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0457'19.1 MI S FROM PIERCES FERRY.
 FS0457'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0457'RANGER STATION AT PIERCES FERRY, THENCE 5.7 MILES SOUTH ALONG
 FS0457'A DIRT ROAD, ON THE TOP OF A RIDGE BETWEEN TWO WASHES, 0.15
 FS0457'MILE NORTH OF AN EAST-WEST FENCE LINE, 12 FEET EAST OF THE CENTER
 FS0457'LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 FS0457'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0457'0.5 FOOT ABOVE GROUND.
 FS0457
 FS0457                          STATION RECOVERY (1986)
 FS0457
 FS0457'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0457'RECOVERED IN GOOD CONDITION.
 FS0457
 FS0457                          STATION RECOVERY (2000)
 FS0457
 FS0457'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FS0457'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FS0457'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0396 ***********************************************************************
 GR0396  DESIGNATION -  C 127
 GR0396  PID         -  GR0396
 GR0396  STATE/COUNTY-  AZ/MOHAVE
 GR0396  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0396
 GR0396                         *CURRENT SURVEY CONTROL
 GR0396  ___________________________________________________________________
 GR0396* NAD 83(1986)-  36 06 35.     (N)    114 02 32.     (W)     SCALED    
 GR0396* NAVD 88     -       619.558  (meters)    2032.67   (feet)  POSTED    
 GR0396  ___________________________________________________________________
 GR0396  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0396  DYNAMIC HT  -         618.900 (meters)    2030.51  (feet)  COMP
 GR0396  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 GR0396
 GR0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0396
 GR0396.The horizontal coordinates were scaled from a topographic map and have
 GR0396.an estimated accuracy of +/- 6 seconds.
 GR0396
 GR0396.The orthometric height was determined by differential leveling
 GR0396.and adjusted by the National Geodetic Survey in 1992..
 GR0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0396.rate of 0.0 thru 1.0 mm/km.
 GR0396
 GR0396.The geoid height was determined by GEOID03.
 GR0396
 GR0396.The dynamic height is computed by dividing the NAVD 88
 GR0396.geopotential number by the normal gravity value computed on the
 GR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0396.degrees latitude (g = 980.6199 gals.).
 GR0396
 GR0396.The modeled gravity was interpolated from observed gravity values.
 GR0396
 GR0396;                    North         East    Units  Estimated Accuracy
 GR0396;SPC AZ W     -   566,750.      187,050.      MT  (+/- 180 meters Scaled)
 GR0396
 GR0396                          SUPERSEDED SURVEY CONTROL
 GR0396
 GR0396  NGVD 29 (??/??/92)  618.849  (m)         2030.34   (f) ADJ UNCH    1 1
 GR0396
 GR0396.Superseded values are not recommended for survey control.
 GR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0396.See file dsdata.txt to determine how the superseded data were derived.
 GR0396
 GR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA662001(NAD 83)
 GR0396_MARKER: DB = BENCH MARK DISK
 GR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0396_STAMPING: C 127 935
 GR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0396+STABILITY: SURFACE MOTION
 GR0396
 GR0396  HISTORY     - Date     Condition        Report By
 GR0396  HISTORY     - 1935     MONUMENTED       CGS
 GR0396  HISTORY     - 1950     GOOD             NGS
 GR0396
 GR0396                          STATION DESCRIPTION
 GR0396
 GR0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0396'2.6 MI SW FROM PIERCES FERRY.
 GR0396'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0396'STATION AT PIERCES FERRY, THENCE 2.1 MILES SOUTHWEST ALONG AN OLD
 GR0396'ABANDONED ROAD, 315 FEET NORTHWEST OF THE CENTER LINE OF THE PARK
 GR0396'SERVICE ROAD, 297 FEET NORTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 GR0396'ROCK HEAD WALL OF CULVERT UNDER THE PARK SERVICE ROAD, 20 FEET
 GR0396'NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF THE
 GR0396'NORTHEAST EDGE OF A WASH, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT
 GR0396'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0396'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0437 ***********************************************************************
 FS0437  DESIGNATION -  C 128
 FS0437  PID         -  FS0437
 FS0437  STATE/COUNTY-  AZ/MOHAVE
 FS0437  USGS QUAD   -  GOLD BASIN (1989)
 FS0437
 FS0437                         *CURRENT SURVEY CONTROL
 FS0437  ___________________________________________________________________
 FS0437* NAD 83(1986)-  35 49 27.     (N)    114 09 17.     (W)     SCALED    
 FS0437* NAVD 88     -       842.795  (meters)    2765.07   (feet)  POSTED    
 FS0437  ___________________________________________________________________
 FS0437  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FS0437  DYNAMIC HT  -         841.870 (meters)    2762.04  (feet)  COMP
 FS0437  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 FS0437
 FS0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0437
 FS0437.The horizontal coordinates were scaled from a topographic map and have
 FS0437.an estimated accuracy of +/- 6 seconds.
 FS0437
 FS0437.The orthometric height was determined by differential leveling
 FS0437.and adjusted by the National Geodetic Survey in 1992..
 FS0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0437.rate of 0.0 thru 1.0 mm/km.
 FS0437
 FS0437.The geoid height was determined by GEOID03.
 FS0437
 FS0437.The dynamic height is computed by dividing the NAVD 88
 FS0437.geopotential number by the normal gravity value computed on the
 FS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0437.degrees latitude (g = 980.6199 gals.).
 FS0437
 FS0437.The modeled gravity was interpolated from observed gravity values.
 FS0437
 FS0437;                    North         East    Units  Estimated Accuracy
 FS0437;SPC AZ W     -   535,100.      176,790.      MT  (+/- 180 meters Scaled)
 FS0437
 FS0437                          SUPERSEDED SURVEY CONTROL
 FS0437
 FS0437  NGVD 29 (??/??/92)  842.067  (m)         2762.68   (f) ADJ UNCH    1 1
 FS0437
 FS0437.Superseded values are not recommended for survey control.
 FS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0437.See file dsdata.txt to determine how the superseded data were derived.
 FS0437
 FS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV570681(NAD 83)
 FS0437_MARKER: DB = BENCH MARK DISK
 FS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0437_STAMPING: C 128 1935
 FS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0437+STABILITY: SURFACE MOTION
 FS0437
 FS0437  HISTORY     - Date     Condition        Report By
 FS0437  HISTORY     - 1935     MONUMENTED       CGS
 FS0437  HISTORY     - 1950     GOOD             NGS
 FS0437  HISTORY     - 19870126 GOOD             USPSQD
 FS0437
 FS0437                          STATION DESCRIPTION
 FS0437
 FS0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0437'30.2 MI S FROM PIERCES FERRY.
 FS0437'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0437'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0437'A DIRT ROAD, THENCE 3.1 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0437'ROAD, 0.5 MILE NORTHWEST OF THE SMITH RANCHHOUSE, 38 1/2 FEET
 FS0437'NORTH OF AND ACROSS THE ROAD FROM AN 18-INCH JOSHUA TREE, 15 1/2
 FS0437'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET EAST OF
 FS0437'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 FS0437'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0437
 FS0437                          STATION RECOVERY (1987)
 FS0437
 FS0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0410 ***********************************************************************
 FS0410  DESIGNATION -  C 129
 FS0410  PID         -  FS0410
 FS0410  STATE/COUNTY-  AZ/MOHAVE
 FS0410  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0410
 FS0410                         *CURRENT SURVEY CONTROL
 FS0410  ___________________________________________________________________
 FS0410* NAD 83(1986)-  35 59 33.     (N)    114 08 31.     (W)     SCALED    
 FS0410* NAVD 88     -       445.003  (meters)    1459.98   (feet)  POSTED    
 FS0410  ___________________________________________________________________
 FS0410  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0410  DYNAMIC HT  -         444.550 (meters)    1458.49  (feet)  COMP
 FS0410  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 FS0410
 FS0410  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0410
 FS0410.The horizontal coordinates were scaled from a topographic map and have
 FS0410.an estimated accuracy of +/- 6 seconds.
 FS0410
 FS0410.The orthometric height was determined by differential leveling
 FS0410.and adjusted by the National Geodetic Survey in 1992..
 FS0410.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0410.rate of 4.1 thru 8.0 mm/km.
 FS0410
 FS0410.The geoid height was determined by GEOID03.
 FS0410
 FS0410.The dynamic height is computed by dividing the NAVD 88
 FS0410.geopotential number by the normal gravity value computed on the
 FS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0410.degrees latitude (g = 980.6199 gals.).
 FS0410
 FS0410.The modeled gravity was interpolated from observed gravity values.
 FS0410
 FS0410;                    North         East    Units  Estimated Accuracy
 FS0410;SPC AZ W     -   553,770.      178,020.      MT  (+/- 180 meters Scaled)
 FS0410
 FS0410                          SUPERSEDED SURVEY CONTROL
 FS0410
 FS0410  NGVD 29 (??/??/92)  444.372  (m)         1457.91   (f) ADJ UNCH    1 1
 FS0410
 FS0410.Superseded values are not recommended for survey control.
 FS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0410.See file dsdata.txt to determine how the superseded data were derived.
 FS0410
 FS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576868(NAD 83)
 FS0410_MARKER: DB = BENCH MARK DISK
 FS0410_SETTING: 66 = SET IN ROCK OUTCROP
 FS0410_SP_SET: ROCK OUTCROP
 FS0410_STAMPING: C 129 1935
 FS0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0410+STABILITY: POSITION/ELEVATION WELL
 FS0410
 FS0410  HISTORY     - Date     Condition        Report By
 FS0410  HISTORY     - 1935     MONUMENTED       CGS
 FS0410  HISTORY     - 1950     GOOD             NGS
 FS0410  HISTORY     - 19870220 GOOD             USPSQD
 FS0410
 FS0410                          STATION DESCRIPTION
 FS0410
 FS0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0410'2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0410'2.0 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0410'WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 80 YARDS NORTH OF THE
 FS0410'MOUTH OF A RAVINE ENTERING HUALPAI WASH FROM THE WEST, ABOUT 50
 FS0410'FEET EAST OF AND ACROSS THE ROAD FROM THE WEST BANK OF THE WASH,
 FS0410'IN THE TOP OF A LARGE WHITE OUTCROP, 19 FEET EAST OF THE CENTER
 FS0410'LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED
 FS0410'BY THE WHITE PAINTED LETTERS B M.
 FS0410
 FS0410                          STATION RECOVERY (1987)
 FS0410
 FS0410'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0984 ***********************************************************************
 DV0984  DESIGNATION -  C 13
 DV0984  PID         -  DV0984
 DV0984  STATE/COUNTY-  AZ/MARICOPA
 DV0984  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV0984
 DV0984                         *CURRENT SURVEY CONTROL
 DV0984  ___________________________________________________________________
 DV0984* NAD 83(1986)-  33 30 13.     (N)    113 05 31.     (W)     SCALED    
 DV0984* NAVD 88     -       362.867  (meters)    1190.51   (feet)  ADJUSTED  
 DV0984  ___________________________________________________________________
 DV0984  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV0984  DYNAMIC HT  -         362.450 (meters)    1189.14  (feet)  COMP
 DV0984  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DV0984
 DV0984  VERT ORDER  -  FIRST     CLASS II
 DV0984
 DV0984.The horizontal coordinates were scaled from a topographic map and have
 DV0984.an estimated accuracy of +/- 6 seconds.
 DV0984
 DV0984.The orthometric height was determined by differential leveling
 DV0984.and adjusted by the National Geodetic Survey in June 1991..
 DV0984
 DV0984.The geoid height was determined by GEOID03.
 DV0984
 DV0984.The dynamic height is computed by dividing the NAVD 88
 DV0984.geopotential number by the normal gravity value computed on the
 DV0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0984.degrees latitude (g = 980.6199 gals.).
 DV0984
 DV0984.The modeled gravity was interpolated from observed gravity values.
 DV0984
 DV0984;                    North         East    Units  Estimated Accuracy
 DV0984;SPC AZ C     -   278,220.      104,160.      MT  (+/- 180 meters Scaled)
 DV0984
 DV0984                          SUPERSEDED SURVEY CONTROL
 DV0984
 DV0984  NGVD 29 (??/??/92)  362.242  (m)         1188.46   (f) ADJ UNCH    1 2
 DV0984
 DV0984.Superseded values are not recommended for survey control.
 DV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0984.See file dsdata.txt to determine how the superseded data were derived.
 DV0984
 DV0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056090(NAD 83)
 DV0984_MARKER: DB = BENCH MARK DISK
 DV0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0984_STAMPING: C 13 1927 1188.456
 DV0984_MARK LOGO: CGS   
 DV0984_PROJECTION: FLUSH
 DV0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0984+STABILITY: SURFACE MOTION
 DV0984
 DV0984  HISTORY     - Date     Condition        Report By
 DV0984  HISTORY     - 1927     MONUMENTED       CGS
 DV0984  HISTORY     - 1962     GOOD             NGS
 DV0984  HISTORY     - 1981     GOOD             NGS
 DV0984
 DV0984                          STATION DESCRIPTION
 DV0984
 DV0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0984'24.6 MI NW FROM HASSYAMPA.
 DV0984'MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT TONOPAH BY GOING 7.2
 DV0984'MILES WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTHWEST ALONG THE
 DV0984'SALOME-HASSYAMPA ROAD, THENCE 0.2 MILE SOUTH ACROSS COUNTRY TO A DIM
 DV0984'ROAD AND THE CREST OF A SMALL RISE, 41.8 FEET SOUTHWEST OF THE CENTER
 DV0984'OF THE DIM ROAD, 1.9 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 DV0984'FEET ABOVE THE LEVEL OF THE ROAD, SET IN TOP OF A CONCRETE POST
 DV0984'PROJECTING 6 INCHES.
 DV0984
 DV0984                          STATION RECOVERY (1981)
 DV0984
 DV0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0984'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0984'AT TONOPAH, THENCE 3.7 KM (2.3 MI) NORTHWEST ALONG SALOME ROAD, THENCE
 DV0984'0.5 KM (0.3 MI) SOUTH ALONG A GRAVEL ROAD WHICH PARALLELS THE WEST
 DV0984'SIDE OF A DRY WASH, AT THE CREST OF A SMALL RISE, 70.7 METERS (232 FT)
 DV0984'EAST OF THE CENTERLINE OF THE ROAD, 11.9 METERS (39 FT) SOUTH OF
 DV0984'THE CENTERLINE OF A TRACK ROAD, 0.55 METER (1.9 FT) EAST OF A WOODEN
 DV0984'WITNESS POST.
 DV0984'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DV0984'THE MARK IS 1 M ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0112 ***********************************************************************
 GQ0112  DESIGNATION -  C 130
 GQ0112  PID         -  GQ0112
 GQ0112  STATE/COUNTY-  AZ/MOHAVE
 GQ0112  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0112
 GQ0112                         *CURRENT SURVEY CONTROL
 GQ0112  ___________________________________________________________________
 GQ0112* NAD 83(1986)-  36 14 42.     (N)    113 54 25.     (W)     SCALED    
 GQ0112* NAVD 88     -       612.131  (meters)    2008.30   (feet)  POSTED    
 GQ0112  ___________________________________________________________________
 GQ0112  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GQ0112  DYNAMIC HT  -         611.490 (meters)    2006.20  (feet)  COMP
 GQ0112  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 GQ0112
 GQ0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0112
 GQ0112.The horizontal coordinates were scaled from a topographic map and have
 GQ0112.an estimated accuracy of +/- 6 seconds.
 GQ0112
 GQ0112.The orthometric height was determined by differential leveling
 GQ0112.and adjusted by the National Geodetic Survey in 1992..
 GQ0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0112.rate of 0.0 thru 1.0 mm/km.
 GQ0112
 GQ0112.The geoid height was determined by GEOID03.
 GQ0112
 GQ0112.The dynamic height is computed by dividing the NAVD 88
 GQ0112.geopotential number by the normal gravity value computed on the
 GQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0112.degrees latitude (g = 980.6199 gals.).
 GQ0112
 GQ0112.The modeled gravity was interpolated from observed gravity values.
 GQ0112
 GQ0112;                    North         East    Units  Estimated Accuracy
 GQ0112;SPC AZ W     -   581,730.      199,250.      MT  (+/- 180 meters Scaled)
 GQ0112
 GQ0112                          SUPERSEDED SURVEY CONTROL
 GQ0112
 GQ0112  NGVD 29 (??/??/92)  611.430  (m)         2006.00   (f) ADJ UNCH    1 1
 GQ0112
 GQ0112.Superseded values are not recommended for survey control.
 GQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0112.See file dsdata.txt to determine how the superseded data were derived.
 GQ0112
 GQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF387150(NAD 83)
 GQ0112_MARKER: DB = BENCH MARK DISK
 GQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0112_STAMPING: C 130 1935
 GQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0112+STABILITY: SURFACE MOTION
 GQ0112
 GQ0112  HISTORY     - Date     Condition        Report By
 GQ0112  HISTORY     - 1935     MONUMENTED       CGS
 GQ0112  HISTORY     - 1950     GOOD             NGS
 GQ0112
 GQ0112                          STATION DESCRIPTION
 GQ0112
 GQ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0112'54.2 MI SE FROM RIVERSIDE, NV.
 GQ0112'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0112'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRDIGE AT RIVERSIDE,
 GQ0112'THENCE 14.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0112'FERRY ROAD, 0.5 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 GQ0112'WEST, ABOUT 37 YARDS SOUTH OF AND ACROSS THE ROAD FROM THE
 GQ0112'APPROXIMATEE CENTER OF A SMALL WASH, 24 FEET SOUTH OF THE CENTER LINE
 GQ0112'OF THE ROAD, 2.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GQ0112'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 GQ0112'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0134 ***********************************************************************
 ET0134  DESIGNATION -  C 131
 ET0134  PID         -  ET0134
 ET0134  STATE/COUNTY-  AZ/YAVAPAI
 ET0134  USGS QUAD   -  CHERRY (1973)
 ET0134
 ET0134                         *CURRENT SURVEY CONTROL
 ET0134  ___________________________________________________________________
 ET0134* NAD 83(1986)-  34 32 29.     (N)    112 05 04.     (W)     SCALED    
 ET0134* NAVD 88     -      1455.04   (+/-2cm)    4773.7    (feet)  VERTCON   
 ET0134  ___________________________________________________________________
 ET0134  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0134
 ET0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0134
 ET0134.The horizontal coordinates were scaled from a topographic map and have
 ET0134.an estimated accuracy of +/- 6 seconds.
 ET0134
 ET0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0134.The vertical order pertains to the NGVD 29 superseded value.
 ET0134
 ET0134.The geoid height was determined by GEOID03.
 ET0134
 ET0134;                    North         East    Units  Estimated Accuracy
 ET0134;SPC AZ C     -   392,720.      197,960.      MT  (+/- 180 meters Scaled)
 ET0134
 ET0134                          SUPERSEDED SURVEY CONTROL
 ET0134
 ET0134  NGVD 29 (??/??/92) 1454.233  (m)         4771.10   (f) ADJ UNCH    2 0
 ET0134
 ET0134.Superseded values are not recommended for survey control.
 ET0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0134.See file dsdata.txt to determine how the superseded data were derived.
 ET0134
 ET0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD004227(NAD 83)
 ET0134_MARKER: DB = BENCH MARK DISK
 ET0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0134_STAMPING: C 131 1935
 ET0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0134+STABILITY: SURFACE MOTION
 ET0134
 ET0134  HISTORY     - Date     Condition        Report By
 ET0134  HISTORY     - 1935     MONUMENTED       CGS
 ET0134  HISTORY     - 1952     GOOD             NGS
 ET0134
 ET0134                          STATION DESCRIPTION
 ET0134
 ET0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0134'5.4 MI S FROM CHERRY.
 ET0134'5.4 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0134'0.1 MILE EAST ALONG THE DEWEY ROAD FROM THE JUNCTION OF A ROAD LEADING
 ET0134'SOUTH TO FISHER RANCH, AT THE SUMMIT OF A SMALL GRADE, 35 FEET SOUTH
 ET0134'OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST,
 ET0134'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ET0134'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0316 ***********************************************************************
 ET0316  DESIGNATION -  C 132
 ET0316  PID         -  ET0316
 ET0316  STATE/COUNTY-  AZ/YAVAPAI
 ET0316  USGS QUAD   -  ESTLER PEAK (1974)
 ET0316
 ET0316                         *CURRENT SURVEY CONTROL
 ET0316  ___________________________________________________________________
 ET0316* NAD 83(1986)-  34 23 25.     (N)    112 02 56.     (W)     SCALED    
 ET0316* NAVD 88     -      1183.63   (+/-2cm)    3883.3    (feet)  VERTCON   
 ET0316  ___________________________________________________________________
 ET0316  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0316
 ET0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0316
 ET0316.The horizontal coordinates were scaled from a topographic map and have
 ET0316.an estimated accuracy of +/- 6 seconds.
 ET0316
 ET0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0316.The vertical order pertains to the NGVD 29 superseded value.
 ET0316
 ET0316.The geoid height was determined by GEOID03.
 ET0316
 ET0316;                    North         East    Units  Estimated Accuracy
 ET0316;SPC AZ C     -   375,950.      201,200.      MT  (+/- 180 meters Scaled)
 ET0316
 ET0316                          SUPERSEDED SURVEY CONTROL
 ET0316
 ET0316  NGVD 29 (??/??/92) 1182.921  (m)         3880.97   (f) ADJ UNCH    2 0
 ET0316
 ET0316.Superseded values are not recommended for survey control.
 ET0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0316.See file dsdata.txt to determine how the superseded data were derived.
 ET0316
 ET0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD035059(NAD 83)
 ET0316_MARKER: DB = BENCH MARK DISK
 ET0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0316_STAMPING: C 132 1935
 ET0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0316+STABILITY: SURFACE MOTION
 ET0316
 ET0316  HISTORY     - Date     Condition        Report By
 ET0316  HISTORY     - 1935     MONUMENTED       CGS
 ET0316  HISTORY     - 1952     GOOD             NGS
 ET0316
 ET0316                          STATION DESCRIPTION
 ET0316
 ET0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0316'5.6 MI W FROM DUGAS.
 ET0316'5.6 MILES WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, 0.1 MILE WEST
 ET0316'OF A WASH CROSSING THE ROAD, IN A SMALL FLAT, 58 FEET SOUTH OF THE
 ET0316'CENTER LINE AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A WITNESS
 ET0316'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 ET0316'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0273 ***********************************************************************
 ET0273  DESIGNATION -  C 133
 ET0273  PID         -  ET0273
 ET0273  STATE/COUNTY-  AZ/YAVAPAI
 ET0273  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0273
 ET0273                         *CURRENT SURVEY CONTROL
 ET0273  ___________________________________________________________________
 ET0273* NAD 83(1986)-  34 05 39.     (N)    112 05 36.     (W)     SCALED    
 ET0273* NAVD 88     -       866.00   (+/-2cm)    2841.2    (feet)  VERTCON   
 ET0273  ___________________________________________________________________
 ET0273  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 ET0273
 ET0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0273
 ET0273.The horizontal coordinates were scaled from a topographic map and have
 ET0273.an estimated accuracy of +/- 6 seconds.
 ET0273
 ET0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0273.The vertical order pertains to the NGVD 29 superseded value.
 ET0273
 ET0273.The geoid height was determined by GEOID03.
 ET0273
 ET0273;                    North         East    Units  Estimated Accuracy
 ET0273;SPC AZ C     -   343,110.      197,060.      MT  (+/- 180 meters Scaled)
 ET0273
 ET0273                          SUPERSEDED SURVEY CONTROL
 ET0273
 ET0273  NGVD 29 (??/??/92)  865.371  (m)         2839.14   (f) ADJ UNCH    2 0
 ET0273
 ET0273.Superseded values are not recommended for survey control.
 ET0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0273.See file dsdata.txt to determine how the superseded data were derived.
 ET0273
 ET0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC991731(NAD 83)
 ET0273_MARKER: DB = BENCH MARK DISK
 ET0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0273_SP_SET: CONCRETE BASE
 ET0273_STAMPING: C 133 1935
 ET0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0273
 ET0273  HISTORY     - Date     Condition        Report By
 ET0273  HISTORY     - 1935     MONUMENTED       CGS
 ET0273  HISTORY     - 1952     GOOD             NGS
 ET0273  HISTORY     - 1955     GOOD             NGS
 ET0273
 ET0273                          STATION DESCRIPTION
 ET0273
 ET0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0273'6.3 MI NE FROM ROCK SPRINGS.
 ET0273'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0273'STORE AT ROCK SPRINGS, THENCE 3.6 MILES NORTHEAST ALONG THE SQUAW
 ET0273'CREEK ROAD, THENCE 0.7 MILE EAST ALONG A TRACK ROAD, THENCE ABOUT 0.9
 ET0273'MILE NORTH ALONG THE POWER LINE SADDLE TRAIL, ABOUT 1 MILE NORTHEAST
 ET0273'(UPGRADE) FROM SQUAW CREEK, ABOUT 0.7 MILE SOUTHWEST OF A POINT WHERE
 ET0273'THE TRAIL REACHES THE TOP OF A MESA, SET VERTICALLY IN THE SOUTHWEST
 ET0273'FACE OF THE CONCRETE BASE OF THE SOUTHEAST ONE OF THREE STEEL POWER
 ET0273'LINE TOWERS, 10 FEET WEST OF THE CENTER LINE OF THE SADDLE TRAIL, 2.0
 ET0273'FEET ABOVE THE GROUND, AND 0.9 FOOT NORTHWEST OF THE SOUTH CORNER OF
 ET0273'THE BASE.
 ET0273
 ET0273                          STATION RECOVERY (1955)
 ET0273
 ET0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0609 ***********************************************************************
 GR0609  DESIGNATION -  C 134
 GR0609  PID         -  GR0609
 GR0609  STATE/COUNTY-  AZ/MOHAVE
 GR0609  USGS QUAD   -  HOOVER DAM (1997)
 GR0609
 GR0609                         *CURRENT SURVEY CONTROL
 GR0609  ___________________________________________________________________
 GR0609* NAD 83(1986)-  36 00 20.     (N)    114 44 01.     (W)     SCALED    
 GR0609* NAVD 88     -       328.445  (meters)    1077.57   (feet)  POSTED    
 GR0609  ___________________________________________________________________
 GR0609  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0609  DYNAMIC HT  -         328.120 (meters)    1076.51  (feet)  COMP
 GR0609  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0609
 GR0609  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0609
 GR0609.The horizontal coordinates were scaled from a topographic map and have
 GR0609.an estimated accuracy of +/- 6 seconds.
 GR0609
 GR0609.The orthometric height was determined by differential leveling
 GR0609.and adjusted by the National Geodetic Survey in 1992..
 GR0609.No vertical observational check was made to the station.
 GR0609.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0609.was located on a no-check spur therefore a value was not computed.
 GR0609
 GR0609.The geoid height was determined by GEOID03.
 GR0609
 GR0609.The dynamic height is computed by dividing the NAVD 88
 GR0609.geopotential number by the normal gravity value computed on the
 GR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0609.degrees latitude (g = 980.6199 gals.).
 GR0609
 GR0609.The modeled gravity was interpolated from observed gravity values.
 GR0609
 GR0609;                    North         East    Units  Estimated Accuracy
 GR0609;SPC AZ W     -   555,600.      124,690.      MT  (+/- 180 meters Scaled)
 GR0609
 GR0609                          SUPERSEDED SURVEY CONTROL
 GR0609
 GR0609  NGVD 29 (??/??/92)  327.760  (m)         1075.33   (f) ADJ UNCH    1 1
 GR0609
 GR0609.Superseded values are not recommended for survey control.
 GR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0609.See file dsdata.txt to determine how the superseded data were derived.
 GR0609
 GR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV042869(NAD 83)
 GR0609_MARKER: DB = BENCH MARK DISK
 GR0609_SETTING: 66 = SET IN ROCK OUTCROP
 GR0609_SP_SET: ROCK CUT
 GR0609_STAMPING: C 134 1935
 GR0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0609+STABILITY: POSITION/ELEVATION WELL
 GR0609
 GR0609  HISTORY     - Date     Condition        Report By
 GR0609  HISTORY     - 1935     MONUMENTED       CGS
 GR0609  HISTORY     - 1950     GOOD             NGS
 GR0609  HISTORY     - 1963     GOOD             NGS
 GR0609
 GR0609                          STATION DESCRIPTION
 GR0609
 GR0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0609'3.4 MI S FROM HOOVER DAM.
 GR0609'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0609'(ARIZONA) END OF HOOVER DAM, THENCE 1.4 MILES WEST ALONG AN ABANDONED
 GR0609'HOOVER DAM CONSTRUCTION ROAD, ABOUT 100 YARDS SOUTH OF THE APPROXIMATE
 GR0609'CENTER OF A HORSESHOE CURVE, ABOUT 40 YARDS NORTH OF THE NORTH END OF
 GR0609'A CURVE, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 GR0609'IN THE FACE OF A ROCK CUT, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 GR0609
 GR0609                          STATION RECOVERY (1963)
 GR0609
 GR0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0073 ***********************************************************************
 FS0073  DESIGNATION -  C 135
 FS0073  PID         -  FS0073
 FS0073  STATE/COUNTY-  AZ/MOHAVE
 FS0073  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0073
 FS0073                         *CURRENT SURVEY CONTROL
 FS0073  ___________________________________________________________________
 FS0073* NAD 83(1986)-  35 56 30.     (N)    114 38 29.     (W)     SCALED    
 FS0073* NAVD 88     -       666.223  (meters)    2185.77   (feet)  ADJUSTED  
 FS0073  ___________________________________________________________________
 FS0073  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0073  DYNAMIC HT  -         665.543 (meters)    2183.54  (feet)  COMP
 FS0073  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 FS0073
 FS0073  VERT ORDER  -  FIRST     CLASS I
 FS0073
 FS0073.The horizontal coordinates were scaled from a topographic map and have
 FS0073.an estimated accuracy of +/- 6 seconds.
 FS0073
 FS0073.The orthometric height was determined by differential leveling
 FS0073.and adjusted by the National Geodetic Survey in June 1991..
 FS0073
 FS0073.The geoid height was determined by GEOID03.
 FS0073
 FS0073.The dynamic height is computed by dividing the NAVD 88
 FS0073.geopotential number by the normal gravity value computed on the
 FS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0073.degrees latitude (g = 980.6199 gals.).
 FS0073
 FS0073.The modeled gravity was interpolated from observed gravity values.
 FS0073
 FS0073;                    North         East    Units  Estimated Accuracy
 FS0073;SPC AZ W     -   548,430.      132,930.      MT  (+/- 180 meters Scaled)
 FS0073
 FS0073                          SUPERSEDED SURVEY CONTROL
 FS0073
 FS0073  NGVD 29 (??/??/92)  665.520  (m)         2183.46   (f) ADJ UNCH    1 1
 FS0073
 FS0073.Superseded values are not recommended for survey control.
 FS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0073.See file dsdata.txt to determine how the superseded data were derived.
 FS0073
 FS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV127800(NAD 83)
 FS0073_MARKER: DB = BENCH MARK DISK
 FS0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0073_SP_SET: CULVERT
 FS0073_STAMPING: C 135 1935
 FS0073_MARK LOGO: CGS   
 FS0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0073
 FS0073  HISTORY     - Date     Condition        Report By
 FS0073  HISTORY     - 1935     MONUMENTED       CGS
 FS0073  HISTORY     - 1950     GOOD             NGS
 FS0073  HISTORY     - 1963     GOOD             NGS
 FS0073  HISTORY     - 1981     GOOD             NGS
 FS0073
 FS0073                          STATION DESCRIPTION
 FS0073
 FS0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0073'8.6 MI SE FROM HOOVER DAM.
 FS0073'8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0073'(ARIZONA) END OF HOOVER DAM, 0.4 MILE NORTHWEST OF MILEPOST 9,
 FS0073'AT A DOUBLE 9- BY 16-FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 FS0073'THE NORTHWEST END OF THE NORTHEAST HEAD WALL, 14.1 FEET NORTHEAST
 FS0073'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0073'HIGHWAY.
 FS0073
 FS0073                          STATION RECOVERY (1963)
 FS0073
 FS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0073'RECOVERED IN GOOD CONDITION.
 FS0073
 FS0073                          STATION RECOVERY (1981)
 FS0073
 FS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0073'13.5 KM (8.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0073'OF HOOVER DAM, IN TOP AND 15 CM (6 INCHES) SOUTHEAST OF THE NORTHWEST
 FS0073'END OF THE NORTHEAST HEADWALL OF A DOUBLE 8 BY 9 FOOT BOX CULVERT,
 FS0073'35.1 METERS (115 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.9
 FS0073'METERS (85 FT) NORTHEAST OF THE NORTH CORNER OF A DOUBLE 7 BY 10 FOOT
 FS0073'BOX CULVERT, 4.3 METERS (14.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0073'OLD HIGHWAY.
 FS0073'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0562 ***********************************************************************
 GR0562  DESIGNATION -  C 136
 GR0562  PID         -  GR0562
 GR0562  STATE/COUNTY-  AZ/MOHAVE
 GR0562  USGS QUAD   -  HOOVER DAM (1997)
 GR0562
 GR0562                         *CURRENT SURVEY CONTROL
 GR0562  ___________________________________________________________________
 GR0562* NAD 83(1986)-  36 00 58.     (N)    114 44 14.     (W)     SCALED    
 GR0562* NAVD 88     -       215.427  (meters)     706.78   (feet)  POSTED    
 GR0562  ___________________________________________________________________
 GR0562  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0562  DYNAMIC HT  -         215.210 (meters)     706.07  (feet)  COMP
 GR0562  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 GR0562
 GR0562  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0562
 GR0562.The horizontal coordinates were scaled from a topographic map and have
 GR0562.an estimated accuracy of +/- 6 seconds.
 GR0562
 GR0562.The orthometric height was determined by differential leveling
 GR0562.and adjusted by the National Geodetic Survey in 1992..
 GR0562.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0562.rate of 2.1 thru 3.0 mm/km.
 GR0562
 GR0562.The geoid height was determined by GEOID03.
 GR0562
 GR0562.The dynamic height is computed by dividing the NAVD 88
 GR0562.geopotential number by the normal gravity value computed on the
 GR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0562.degrees latitude (g = 980.6199 gals.).
 GR0562
 GR0562.The modeled gravity was interpolated from observed gravity values.
 GR0562
 GR0562;                    North         East    Units  Estimated Accuracy
 GR0562;SPC AZ W     -   556,770.      124,370.      MT  (+/- 180 meters Scaled)
 GR0562
 GR0562                          SUPERSEDED SURVEY CONTROL
 GR0562
 GR0562  NGVD 29 (??/??/92)  214.735  (m)          704.51   (f) ADJ UNCH    1 1
 GR0562
 GR0562.Superseded values are not recommended for survey control.
 GR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0562.See file dsdata.txt to determine how the superseded data were derived.
 GR0562
 GR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039881(NAD 83)
 GR0562_MARKER: DB = BENCH MARK DISK
 GR0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0562_SP_SET: FLOOR
 GR0562_STAMPING: C 136 1935
 GR0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0562
 GR0562  HISTORY     - Date     Condition        Report By
 GR0562  HISTORY     - 1935     MONUMENTED       CGS
 GR0562  HISTORY     - 1950     GOOD             NGS
 GR0562  HISTORY     - 1963     GOOD             NGS
 GR0562
 GR0562                          STATION DESCRIPTION
 GR0562
 GR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0562'IN HOOVER DAM.
 GR0562'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, AT THE NORTHEAST (UPSTREAM)
 GR0562'END OF THE ARIZONA 705 GALLERY, 19.0 FEET SOUTHEAST OF THE CENTER OF
 GR0562'THE DOOR TO THE ARIZONA ELEVATOR, IN THE CONCRETE FLOOR OF A ROOM OR
 GR0562'PASSAGEWAY LEADING FROM THE GALLERY TO A STAIRWAY TUNNEL, 4.1 FEET
 GR0562'SOUTHEAST (INSIDE) OF THE DOUBLE METAL DOORS, 5.1 FEET SOUTHWEST OF
 GR0562'THE FIRST METAL STEP OF THE STAIRWAY, AND 0.7 FOOT NORTHEAST OF THE
 GR0562'SOUTHWEST WALL.
 GR0562
 GR0562                          STATION RECOVERY (1963)
 GR0562
 GR0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0278 ***********************************************************************
 DT0278  DESIGNATION -  C 137
 DT0278  PID         -  DT0278
 DT0278  STATE/COUNTY-  AZ/GREENLEE
 DT0278  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0278
 DT0278                         *CURRENT SURVEY CONTROL
 DT0278  ___________________________________________________________________
 DT0278* NAD 83(1986)-  33 43 59.     (N)    109 17 55.     (W)     SCALED    
 DT0278* NAVD 88     -      2319.555  (meters)    7610.07   (feet)  ADJUSTED  
 DT0278  ___________________________________________________________________
 DT0278  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0278  DYNAMIC HT  -        2315.789 (meters)    7597.72  (feet)  COMP
 DT0278  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 DT0278
 DT0278  VERT ORDER  -  SECOND    CLASS 0
 DT0278
 DT0278.The horizontal coordinates were scaled from a topographic map and have
 DT0278.an estimated accuracy of +/- 6 seconds.
 DT0278
 DT0278.The orthometric height was determined by differential leveling
 DT0278.and adjusted by the National Geodetic Survey in June 1991..
 DT0278
 DT0278.The geoid height was determined by GEOID03.
 DT0278
 DT0278.The dynamic height is computed by dividing the NAVD 88
 DT0278.geopotential number by the normal gravity value computed on the
 DT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0278.degrees latitude (g = 980.6199 gals.).
 DT0278
 DT0278.The modeled gravity was interpolated from observed gravity values.
 DT0278
 DT0278;                    North         East    Units  Estimated Accuracy
 DT0278;SPC AZ E     -   303,390.      293,800.      MT  (+/- 180 meters Scaled)
 DT0278
 DT0278                          SUPERSEDED SURVEY CONTROL
 DT0278
 DT0278  NGVD 29 (??/??/92) 2318.501  (m)         7606.62   (f) ADJ UNCH    2 0
 DT0278
 DT0278.Superseded values are not recommended for survey control.
 DT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0278.See file dsdata.txt to determine how the superseded data were derived.
 DT0278
 DT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC576338(NAD 83)
 DT0278_MARKER: DB = BENCH MARK DISK
 DT0278_SETTING: 66 = SET IN ROCK OUTCROP
 DT0278_SP_SET: ROCK OUTCROP
 DT0278_STAMPING: C-137 1935
 DT0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0278+STABILITY: POSITION/ELEVATION WELL
 DT0278
 DT0278  HISTORY     - Date     Condition        Report By
 DT0278  HISTORY     - 1935     MONUMENTED       CGS
 DT0278
 DT0278                          STATION DESCRIPTION
 DT0278
 DT0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0278'6.7 MI NW FROM BEAVERHEAD LODGE.
 DT0278'6.7 MI NW ALONG ROAD TO RESERVATION RANCH 25 YDS E OF A CURVE, 36 FT W
 DT0278'OF THE CENTERLINE OF THE ROAD, 51 FT W OF A PINE TREE, BETWEEN TWO
 DT0278'SMALL PINE TREES, AND ABOUT 5 FT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0305 ***********************************************************************
 DT0305  DESIGNATION -  C 138
 DT0305  PID         -  DT0305
 DT0305  STATE/COUNTY-  AZ/APACHE
 DT0305  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0305
 DT0305                         *CURRENT SURVEY CONTROL
 DT0305  ___________________________________________________________________
 DT0305* NAD 83(1986)-  33 59 54.     (N)    109 06 20.     (W)     SCALED    
 DT0305* NAVD 88     -      2668.665  (meters)    8755.45   (feet)  ADJUSTED  
 DT0305  ___________________________________________________________________
 DT0305  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0305  DYNAMIC HT  -        2664.267 (meters)    8741.02  (feet)  COMP
 DT0305  MODELED GRAV-     978,890.7   (mgal)                       NAVD 88
 DT0305
 DT0305  VERT ORDER  -  SECOND    CLASS 0
 DT0305
 DT0305.The horizontal coordinates were scaled from a topographic map and have
 DT0305.an estimated accuracy of +/- 6 seconds.
 DT0305
 DT0305.The orthometric height was determined by differential leveling
 DT0305.and adjusted by the National Geodetic Survey in June 1991..
 DT0305
 DT0305.The geoid height was determined by GEOID03.
 DT0305
 DT0305.The dynamic height is computed by dividing the NAVD 88
 DT0305.geopotential number by the normal gravity value computed on the
 DT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0305.degrees latitude (g = 980.6199 gals.).
 DT0305
 DT0305.The modeled gravity was interpolated from observed gravity values.
 DT0305
 DT0305;                    North         East    Units  Estimated Accuracy
 DT0305;SPC AZ E     -   332,980.      311,390.      MT  (+/- 180 meters Scaled)
 DT0305
 DT0305                          SUPERSEDED SURVEY CONTROL
 DT0305
 DT0305  NGVD 29 (??/??/92) 2667.538  (m)         8751.75   (f) ADJ UNCH    2 0
 DT0305
 DT0305.Superseded values are not recommended for survey control.
 DT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0305.See file dsdata.txt to determine how the superseded data were derived.
 DT0305
 DT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC749635(NAD 83)
 DT0305_MARKER: DB = BENCH MARK DISK
 DT0305_SETTING: 66 = SET IN ROCK OUTCROP
 DT0305_SP_SET: MALIPOIS ROCK
 DT0305_STAMPING: C 138 1935
 DT0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0305+STABILITY: POSITION/ELEVATION WELL
 DT0305
 DT0305  HISTORY     - Date     Condition        Report By
 DT0305  HISTORY     - 1935     MONUMENTED       CGS
 DT0305  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0305
 DT0305                          STATION DESCRIPTION
 DT0305
 DT0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0305'13.0 MI NE FROM NUTRIOSO.
 DT0305'13.0 MI. N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. AT W END OF
 DT0305'SMALL CLEARING, 9 FT. E OF 28 INCH PINE TREE AND 72 FT. N OF
 DT0305'CENTERLINE OF ROAD.
 DT0305
 DT0305                          STATION RECOVERY (1958)
 DT0305
 DT0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0457 ***********************************************************************
 CY0457  DESIGNATION -  C 14
 CY0457  PID         -  CY0457
 CY0457  STATE/COUNTY-  AZ/COCHISE
 CY0457  USGS QUAD   -  LUZENA (1979)
 CY0457
 CY0457                         *CURRENT SURVEY CONTROL
 CY0457  ___________________________________________________________________
 CY0457* NAD 83(1986)-  32 21 20.     (N)    109 30 03.     (W)     SCALED    
 CY0457* NAVD 88     -      1143.68   (+/-2cm)    3752.2    (feet)  VERTCON   
 CY0457  ___________________________________________________________________
 CY0457  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0457
 CY0457  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0457
 CY0457.The horizontal coordinates were scaled from a topographic map and have
 CY0457.an estimated accuracy of +/- 6 seconds.
 CY0457
 CY0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0457.The vertical order pertains to the NGVD 29 superseded value.
 CY0457
 CY0457.The geoid height was determined by GEOID03.
 CY0457
 CY0457;                    North         East    Units  Estimated Accuracy
 CY0457;SPC AZ E     -   150,490.      276,030.      MT  (+/- 180 meters Scaled)
 CY0457
 CY0457                          SUPERSEDED SURVEY CONTROL
 CY0457
 CY0457  NGVD 29 (??/??/92) 1142.947  (m)         3749.82   (f) ADJ UNCH    1 2
 CY0457
 CY0457.Superseded values are not recommended for survey control.
 CY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0457.See file dsdata.txt to determine how the superseded data were derived.
 CY0457
 CY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA410808(NAD 83)
 CY0457_MARKER: DB = BENCH MARK DISK
 CY0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0457_STAMPING: C 14 1932 3749.819
 CY0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0457+STABILITY: SURFACE MOTION
 CY0457
 CY0457  HISTORY     - Date     Condition        Report By
 CY0457  HISTORY     - 1932     MONUMENTED       CGS
 CY0457  HISTORY     - 1952     GOOD             NGS
 CY0457  HISTORY     - 1957     MARK NOT FOUND   USGS
 CY0457  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0457
 CY0457                          STATION DESCRIPTION
 CY0457
 CY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0457'2.2 MI N FROM BOWIE.
 CY0457'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0457'STATION AT BOWIE, AT MILEPOLE NUMBER 1100, ABOUT 320.0 FEET SOUTH OF A
 CY0457'BEND IN A FENCE LINE, 180.8 FEET EAST OF MILEPOLE NUMBER 1100, 142.8
 CY0457'FEET OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1.0 FOOT
 CY0457'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CY0457'0.2 FOOT ABOVE THE GROUND.
 CY0457
 CY0457                          STATION RECOVERY (1957)
 CY0457
 CY0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CY0457'MARK NOT FOUND.
 CY0457
 CY0457                          STATION RECOVERY (1979)
 CY0457
 CY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0457'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  142.8 FEET EAST OF
 CY0457'THE EAST RAIL IS 4 OR 5 FEET HIGHER THAN THE RAILS ON TOP OF A LEVEE
 CY0457'BUT THE MARK IS DESCRIBED AS 1 FOOT LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0628 ***********************************************************************
 CZ0628  DESIGNATION -  C 140
 CZ0628  PID         -  CZ0628
 CZ0628  STATE/COUNTY-  AZ/PIMA
 CZ0628  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0628
 CZ0628                         *CURRENT SURVEY CONTROL
 CZ0628  ___________________________________________________________________
 CZ0628* NAD 83(1986)-  32 29 18.     (N)    111 21 43.     (W)     SCALED    
 CZ0628* NAVD 88     -       573.16   (+/-2cm)    1880.4    (feet)  VERTCON   
 CZ0628  ___________________________________________________________________
 CZ0628  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0628
 CZ0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0628
 CZ0628.The horizontal coordinates were scaled from a topographic map and have
 CZ0628.an estimated accuracy of +/- 6 seconds.
 CZ0628
 CZ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0628.The vertical order pertains to the NGVD 29 superseded value.
 CZ0628
 CZ0628.The geoid height was determined by GEOID03.
 CZ0628
 CZ0628;                    North         East    Units  Estimated Accuracy
 CZ0628;SPC AZ C     -   165,150.      265,490.      MT  (+/- 180 meters Scaled)
 CZ0628
 CZ0628                          SUPERSEDED SURVEY CONTROL
 CZ0628
 CZ0628  NGVD 29 (??/??/92)  572.675  (m)         1878.85   (f) ADJ UNCH    2 0
 CZ0628
 CZ0628.Superseded values are not recommended for survey control.
 CZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0628.See file dsdata.txt to determine how the superseded data were derived.
 CZ0628
 CZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA659946(NAD 83)
 CZ0628_MARKER: DB = BENCH MARK DISK
 CZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0628_STAMPING: C 140 1935
 CZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0628+STABILITY: SURFACE MOTION
 CZ0628
 CZ0628  HISTORY     - Date     Condition        Report By
 CZ0628  HISTORY     - 1935     MONUMENTED       CGS
 CZ0628  HISTORY     - 1951     GOOD             NGS
 CZ0628
 CZ0628                          STATION DESCRIPTION
 CZ0628
 CZ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0628'11.2 MI S FROM RED ROCK.
 CZ0628'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0628'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0628'ROAD, THENCE 4.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD, TO
 CZ0628'COUNTY LINE AND SECTION CORNER, THENCE 1.1 MILE SOUTHEAST ALONG A DIRT
 CZ0628'ROAD, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 CZ0628'WEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 CZ0628'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0126 ***********************************************************************
 ES0126  DESIGNATION -  C 141
 ES0126  PID         -  ES0126
 ES0126  STATE/COUNTY-  AZ/NAVAJO
 ES0126  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0126
 ES0126                         *CURRENT SURVEY CONTROL
 ES0126  ___________________________________________________________________
 ES0126* NAD 83(1986)-  34 15 22.     (N)    110 04 50.     (W)     SCALED    
 ES0126* NAVD 88     -      1944.033  (meters)    6378.05   (feet)  ADJUSTED  
 ES0126  ___________________________________________________________________
 ES0126  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0126  DYNAMIC HT  -        1941.149 (meters)    6368.59  (feet)  COMP
 ES0126  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 ES0126
 ES0126  VERT ORDER  -  SECOND    CLASS 0
 ES0126
 ES0126.The horizontal coordinates were scaled from a topographic map and have
 ES0126.an estimated accuracy of +/- 6 seconds.
 ES0126
 ES0126.The orthometric height was determined by differential leveling
 ES0126.and adjusted by the National Geodetic Survey in June 1991..
 ES0126
 ES0126.The geoid height was determined by GEOID03.
 ES0126
 ES0126.The dynamic height is computed by dividing the NAVD 88
 ES0126.geopotential number by the normal gravity value computed on the
 ES0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0126.degrees latitude (g = 980.6199 gals.).
 ES0126
 ES0126.The modeled gravity was interpolated from observed gravity values.
 ES0126
 ES0126;                    North         East    Units  Estimated Accuracy
 ES0126;SPC AZ E     -   361,060.      221,290.      MT  (+/- 180 meters Scaled)
 ES0126
 ES0126                          SUPERSEDED SURVEY CONTROL
 ES0126
 ES0126  NGVD 29 (??/??/92) 1943.132  (m)         6375.09   (f) ADJ UNCH    2 0
 ES0126
 ES0126.Superseded values are not recommended for survey control.
 ES0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0126.See file dsdata.txt to determine how the superseded data were derived.
 ES0126
 ES0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC846909(NAD 83)
 ES0126_MARKER: DB = BENCH MARK DISK
 ES0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0126_STAMPING: C 141 1935
 ES0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0126+STABILITY: SURFACE MOTION
 ES0126
 ES0126  HISTORY     - Date     Condition        Report By
 ES0126  HISTORY     - 1935     MONUMENTED       CGS
 ES0126  HISTORY     - 1972     GOOD             USGS
 ES0126  HISTORY     - 1983     GOOD             NGS
 ES0126
 ES0126                          STATION DESCRIPTION
 ES0126
 ES0126'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0126'2.7 MI W FROM SHOW LOW.
 ES0126'FROM THE P.O. AT SHOW LOW DRIVE 0.15 MI. N. ON NORTH SECOND AVE. TO
 ES0126'JUNCTION WITH OLD LINDEN ROAD, (ALSO POSTED W.ADAMS ST.) CONTINUE W.
 ES0126'ON OLD LINDEN ROAD 2.6 MI. TO T ROAD N. WHICH IS A RESIDENTUAL ST.
 ES0126'POSTED FAIRWAY DRIVE.  BM IS 60 FT E. OF T ROAD N, AND 30 FT S. OF
 ES0126'CENTER LINE OF ROAD.  A STANDARD DISK SET IN CONCRETE POST, PROJECTING
 ES0126'8 INCHES, STAMPED C 141 1935.
 ES0126
 ES0126                          STATION RECOVERY (1983)
 ES0126
 ES0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0245 ***********************************************************************
 ES0245  DESIGNATION -  C 142
 ES0245  PID         -  ES0245
 ES0245  STATE/COUNTY-  AZ/NAVAJO
 ES0245  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0245
 ES0245                         *CURRENT SURVEY CONTROL
 ES0245  ___________________________________________________________________
 ES0245* NAD 83(1986)-  34 42 42.     (N)    110 42 51.     (W)     SCALED    
 ES0245* NAVD 88     -      1802.638  (meters)    5914.15   (feet)  ADJUSTED  
 ES0245  ___________________________________________________________________
 ES0245  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES0245  DYNAMIC HT  -        1800.071 (meters)    5905.73  (feet)  COMP
 ES0245  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 ES0245
 ES0245  VERT ORDER  -  SECOND    CLASS 0
 ES0245
 ES0245.The horizontal coordinates were scaled from a topographic map and have
 ES0245.an estimated accuracy of +/- 6 seconds.
 ES0245
 ES0245.The orthometric height was determined by differential leveling
 ES0245.and adjusted by the National Geodetic Survey in June 1991..
 ES0245
 ES0245.The geoid height was determined by GEOID03.
 ES0245
 ES0245.The dynamic height is computed by dividing the NAVD 88
 ES0245.geopotential number by the normal gravity value computed on the
 ES0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0245.degrees latitude (g = 980.6199 gals.).
 ES0245
 ES0245.The modeled gravity was interpolated from observed gravity values.
 ES0245
 ES0245;                    North         East    Units  Estimated Accuracy
 ES0245;SPC AZ E     -   411,730.      163,210.      MT  (+/- 180 meters Scaled)
 ES0245
 ES0245                          SUPERSEDED SURVEY CONTROL
 ES0245
 ES0245  NGVD 29 (??/??/92) 1801.735  (m)         5911.19   (f) ADJ UNCH    2 0
 ES0245
 ES0245.Superseded values are not recommended for survey control.
 ES0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0245.See file dsdata.txt to determine how the superseded data were derived.
 ES0245
 ES0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD261411(NAD 83)
 ES0245_MARKER: DB = BENCH MARK DISK
 ES0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0245_STAMPING: C-142 1935
 ES0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0245+STABILITY: SURFACE MOTION
 ES0245
 ES0245  HISTORY     - Date     Condition        Report By
 ES0245  HISTORY     - 1935     MONUMENTED       CGS
 ES0245  HISTORY     - 1974     GOOD             NGS
 ES0245
 ES0245                          STATION DESCRIPTION
 ES0245
 ES0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0245'16.5 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0245'16.5 MI NE ALONG ROAD TO WINSLOW.  23.5 MI S.W. OF WINSLOW (UNION OIL
 ES0245'CO. PLANT).  ABOUT 1/4 MI N OF A RANCH HOUSE AND BARNS ON THE EAST
 ES0245'SIDE OF THE ROAD, 250 YDS N.W. OF A FENCE CORNER, ON TOP OF A GRASS
 ES0245'COVERED RIDGE, AND 36 FEET NW OF THE CENTERLINE OF THE ROAD.
 ES0245
 ES0245                          STATION RECOVERY (1974)
 ES0245
 ES0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0187 ***********************************************************************
 DU0187  DESIGNATION -  C 145
 DU0187  PID         -  DU0187
 DU0187  STATE/COUNTY-  AZ/GRAHAM
 DU0187  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0187
 DU0187                         *CURRENT SURVEY CONTROL
 DU0187  ___________________________________________________________________
 DU0187* NAD 83(1986)-  33 18 06.     (N)    110 04 11.     (W)     SCALED    
 DU0187* NAVD 88     -      1446.881  (meters)    4746.98   (feet)  ADJUSTED  
 DU0187  ___________________________________________________________________
 DU0187  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DU0187  DYNAMIC HT  -        1444.778 (meters)    4740.08  (feet)  COMP
 DU0187  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 DU0187
 DU0187  VERT ORDER  -  SECOND    CLASS 0
 DU0187
 DU0187.The horizontal coordinates were scaled from a topographic map and have
 DU0187.an estimated accuracy of +/- 6 seconds.
 DU0187
 DU0187.The orthometric height was determined by differential leveling
 DU0187.and adjusted by the National Geodetic Survey in June 1991..
 DU0187
 DU0187.The geoid height was determined by GEOID03.
 DU0187
 DU0187.The dynamic height is computed by dividing the NAVD 88
 DU0187.geopotential number by the normal gravity value computed on the
 DU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0187.degrees latitude (g = 980.6199 gals.).
 DU0187
 DU0187.The modeled gravity was interpolated from observed gravity values.
 DU0187
 DU0187;                    North         East    Units  Estimated Accuracy
 DU0187;SPC AZ E     -   255,210.      222,390.      MT  (+/- 180 meters Scaled)
 DU0187
 DU0187                          SUPERSEDED SURVEY CONTROL
 DU0187
 DU0187  NGVD 29 (??/??/92) 1446.185  (m)         4744.69   (f) ADJ UNCH    2 0
 DU0187
 DU0187.Superseded values are not recommended for survey control.
 DU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0187.See file dsdata.txt to determine how the superseded data were derived.
 DU0187
 DU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB866851(NAD 83)
 DU0187_MARKER: DB = BENCH MARK DISK
 DU0187_SETTING: 80 = SET IN A BOULDER
 DU0187_SP_SET: BOULDER
 DU0187_STAMPING: C 145 1935
 DU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0187+STABILITY: SURFACE MOTION
 DU0187
 DU0187  HISTORY     - Date     Condition        Report By
 DU0187  HISTORY     - 1935     MONUMENTED       CGS
 DU0187  HISTORY     - 1952     GOOD             NGS
 DU0187
 DU0187                          STATION DESCRIPTION
 DU0187
 DU0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0187'8.0 MI SW FROM ASH CREEK RANCH.
 DU0187'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0187'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0187'5.6 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, NEAR THE BOTTOM
 DU0187'OF A STEEP GRADE, ABOUT 100 YARDS NORTHEAST OF A POINT WHERE THE ROAD
 DU0187'CROSSES A DRY WASH, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DU0187'21 FEET SOUTHEAST OF A LONE JUNIPER TREE, ABOUT 5 FEET HIGHER THAN THE
 DU0187'ROAD, AND SET IN THE TOP OF A MALPAIS BOULDER PROJECTING 1 FOOT ABOVE
 DU0187'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0163 ***********************************************************************
 ES0163  DESIGNATION -  C 146
 ES0163  PID         -  ES0163
 ES0163  STATE/COUNTY-  AZ/NAVAJO
 ES0163  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0163
 ES0163                         *CURRENT SURVEY CONTROL
 ES0163  ___________________________________________________________________
 ES0163* NAD 83(1986)-  34 13 38.     (N)    110 04 07.     (W)     SCALED    
 ES0163* NAVD 88     -      1974.727  (meters)    6478.75   (feet)  ADJUSTED  
 ES0163  ___________________________________________________________________
 ES0163  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0163  DYNAMIC HT  -        1971.780 (meters)    6469.08  (feet)  COMP
 ES0163  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 ES0163
 ES0163  VERT ORDER  -  SECOND    CLASS 0
 ES0163
 ES0163.The horizontal coordinates were scaled from a topographic map and have
 ES0163.an estimated accuracy of +/- 6 seconds.
 ES0163
 ES0163.The orthometric height was determined by differential leveling
 ES0163.and adjusted by the National Geodetic Survey in June 1991..
 ES0163
 ES0163.The geoid height was determined by GEOID03.
 ES0163
 ES0163.The dynamic height is computed by dividing the NAVD 88
 ES0163.geopotential number by the normal gravity value computed on the
 ES0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0163.degrees latitude (g = 980.6199 gals.).
 ES0163
 ES0163.The modeled gravity was interpolated from observed gravity values.
 ES0163
 ES0163;                    North         East    Units  Estimated Accuracy
 ES0163;SPC AZ E     -   357,860.      222,390.      MT  (+/- 180 meters Scaled)
 ES0163
 ES0163                          SUPERSEDED SURVEY CONTROL
 ES0163
 ES0163  NGVD 29 (??/??/92) 1973.804  (m)         6475.72   (f) ADJ UNCH    2 0
 ES0163
 ES0163.Superseded values are not recommended for survey control.
 ES0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0163.See file dsdata.txt to determine how the superseded data were derived.
 ES0163
 ES0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC857877(NAD 83)
 ES0163_MARKER: DB = BENCH MARK DISK
 ES0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0163_SP_SET: CATTLE GUARD
 ES0163_STAMPING: C 146 1960
 ES0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0163
 ES0163  HISTORY     - Date     Condition        Report By
 ES0163  HISTORY     - 1960     MONUMENTED       CGS
 ES0163  HISTORY     - 1983     GOOD             NGS
 ES0163
 ES0163                          STATION DESCRIPTION
 ES0163
 ES0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0163'3.3 MI SW FROM SHOW LOW.
 ES0163'ABOUT 0.1 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0163'SHOW LOW, THENCE 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0163'HIGHWAY 77, AT A JUNCTION WITH A PRIVATE ROAD LEADING EAST, IN SECTION
 ES0163'36, R 21 E, T 10 N, SET IN THE TOP OF A SANDSTONE BOULDER WHICH
 ES0163'PROJECTS 1 FOOT ABOVE THE GROUND, 60 FEET EAST OF THE CENTER LINE OF
 ES0163'THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 ES0163'LEADING EAST, 110 FEET SOUTH AND ACROSS PRIVATE ROAD FROM THE SOUTH
 ES0163'END OF THE EAST HEADWALL OF A CATTLE GUARD ACROSS THE HIGHWAY, 6 FEET
 ES0163'WEST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 ES0163
 ES0163                          STATION RECOVERY (1983)
 ES0163
 ES0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0318 ***********************************************************************
 DU0318  DESIGNATION -  C 147
 DU0318  PID         -  DU0318
 DU0318  STATE/COUNTY-  AZ/GILA
 DU0318  USGS QUAD   -  CHRYSOTILE (1966)
 DU0318
 DU0318                         *CURRENT SURVEY CONTROL
 DU0318  ___________________________________________________________________
 DU0318* NAD 83(1986)-  33 44 16.     (N)    110 31 38.     (W)     SCALED    
 DU0318* NAVD 88     -      1619.893  (meters)    5314.60   (feet)  ADJUSTED  
 DU0318  ___________________________________________________________________
 DU0318  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DU0318  DYNAMIC HT  -        1617.569 (meters)    5306.97  (feet)  COMP
 DU0318  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 DU0318
 DU0318  VERT ORDER  -  FIRST     CLASS II
 DU0318
 DU0318.The horizontal coordinates were scaled from a topographic map and have
 DU0318.an estimated accuracy of +/- 6 seconds.
 DU0318
 DU0318.The orthometric height was determined by differential leveling
 DU0318.and adjusted by the National Geodetic Survey in June 1991..
 DU0318
 DU0318.The geoid height was determined by GEOID03.
 DU0318
 DU0318.The dynamic height is computed by dividing the NAVD 88
 DU0318.geopotential number by the normal gravity value computed on the
 DU0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0318.degrees latitude (g = 980.6199 gals.).
 DU0318
 DU0318.The modeled gravity was interpolated from observed gravity values.
 DU0318
 DU0318;                    North         East    Units  Estimated Accuracy
 DU0318;SPC AZ E     -   303,630.      179,950.      MT  (+/- 180 meters Scaled)
 DU0318
 DU0318                          SUPERSEDED SURVEY CONTROL
 DU0318
 DU0318  NGVD 29 (??/??/92) 1619.181  (m)         5312.26   (f) ADJ UNCH    1 2
 DU0318
 DU0318.Superseded values are not recommended for survey control.
 DU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0318.See file dsdata.txt to determine how the superseded data were derived.
 DU0318
 DU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC437331(NAD 83)
 DU0318_MARKER: DB = BENCH MARK DISK
 DU0318_SETTING: 66 = SET IN ROCK OUTCROP
 DU0318_SP_SET: ROCK OUTCROP
 DU0318_STAMPING: C 147 1960
 DU0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0318+STABILITY: POSITION/ELEVATION WELL
 DU0318
 DU0318  HISTORY     - Date     Condition        Report By
 DU0318  HISTORY     - 1960     MONUMENTED       CGS
 DU0318  HISTORY     - 1979     GOOD             NGS
 DU0318  HISTORY     - 19960918 GOOD             USPSQD
 DU0318
 DU0318                          STATION DESCRIPTION
 DU0318
 DU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0318'1.75 MI SW FROM SENECA.
 DU0318'ABOUT 1.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0318'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 81
 DU0318'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 DU0318'OUTCROP, AT THE FOOT OF A SMALL RAVINE, 32 FEET EAST OF THE EAST END
 DU0318'OF A 36-INCH CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0318
 DU0318                          STATION RECOVERY (1979)
 DU0318
 DU0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0318'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU0318'BRIDGE IN SALT RIVER CANYON, 0.5 MILE NORTH OF MILE POST 285, SET
 DU0318'IN THE TOP OF A ROCK OUTCROP, AT THE FOOT OF A SMALL RAVINE, 81
 DU0318'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 32 FEET EAST OF
 DU0318'THE EAST END OF A 36 INCH CULVERT.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU0318'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0318'THE MARK IS 20.8 FT  N FROM A WITNESS POST.
 DU0318'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0318
 DU0318                          STATION RECOVERY (1996)
 DU0318
 DU0318'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0154 ***********************************************************************
 DU0154  DESIGNATION -  C 149
 DU0154  PID         -  DU0154
 DU0154  STATE/COUNTY-  AZ/GRAHAM
 DU0154  USGS QUAD   -  SAN CARLOS (1979)
 DU0154
 DU0154                         *CURRENT SURVEY CONTROL
 DU0154  ___________________________________________________________________
 DU0154* NAD 83(1986)-  33 20 34.     (N)    110 23 56.     (W)     SCALED    
 DU0154* NAVD 88     -       979.147  (meters)    3212.42   (feet)  ADJUSTED  
 DU0154  ___________________________________________________________________
 DU0154  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0154  DYNAMIC HT  -         977.818 (meters)    3208.06  (feet)  COMP
 DU0154  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 DU0154
 DU0154  VERT ORDER  -  SECOND    CLASS 0
 DU0154
 DU0154.The horizontal coordinates were scaled from a topographic map and have
 DU0154.an estimated accuracy of +/- 6 seconds.
 DU0154
 DU0154.The orthometric height was determined by differential leveling
 DU0154.and adjusted by the National Geodetic Survey in June 1991..
 DU0154
 DU0154.The geoid height was determined by GEOID03.
 DU0154
 DU0154.The dynamic height is computed by dividing the NAVD 88
 DU0154.geopotential number by the normal gravity value computed on the
 DU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0154.degrees latitude (g = 980.6199 gals.).
 DU0154
 DU0154.The modeled gravity was interpolated from observed gravity values.
 DU0154
 DU0154;                    North         East    Units  Estimated Accuracy
 DU0154;SPC AZ E     -   259,790.      191,750.      MT  (+/- 180 meters Scaled)
 DU0154
 DU0154                          SUPERSEDED SURVEY CONTROL
 DU0154
 DU0154  NGVD 29 (??/??/92)  978.549  (m)         3210.46   (f) ADJ UNCH    2 0
 DU0154
 DU0154.Superseded values are not recommended for survey control.
 DU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0154.See file dsdata.txt to determine how the superseded data were derived.
 DU0154
 DU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB559894(NAD 83)
 DU0154_MARKER: DB = BENCH MARK DISK
 DU0154_SETTING: 66 = SET IN ROCK OUTCROP
 DU0154_SP_SET: ROCK OUTCROP
 DU0154_STAMPING: C 149 1935
 DU0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0154+STABILITY: POSITION/ELEVATION WELL
 DU0154
 DU0154  HISTORY     - Date     Condition        Report By
 DU0154  HISTORY     - 1935     MONUMENTED       CGS
 DU0154
 DU0154                          STATION DESCRIPTION
 DU0154
 DU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0154'2.0 MI S FROM SAN CARLOS.
 DU0154'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0154'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 3.9 MILES EAST
 DU0154'ALONG THE ASH CREEK RANCH ROAD, 0.4 MILE EAST OF A 12-INCH CULVERT, 55
 DU0154'YARDS WEST OF ANOTHER CULVERT, 28 FEET NORTH OF THE CENTERLINE OF THE
 DU0154'ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED C
 DU0154'149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0176 ***********************************************************************
 DU0176  DESIGNATION -  C 150
 DU0176  PID         -  DU0176
 DU0176  STATE/COUNTY-  AZ/GRAHAM
 DU0176  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0176
 DU0176                         *CURRENT SURVEY CONTROL
 DU0176  ___________________________________________________________________
 DU0176* NAD 83(1986)-  33 18 25.     (N)    110 21 19.     (W)     SCALED    
 DU0176* NAVD 88     -      1013.132  (meters)    3323.92   (feet)  ADJUSTED  
 DU0176  ___________________________________________________________________
 DU0176  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0176  DYNAMIC HT  -        1011.754 (meters)    3319.40  (feet)  COMP
 DU0176  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DU0176
 DU0176  VERT ORDER  -  SECOND    CLASS 0
 DU0176
 DU0176.The horizontal coordinates were scaled from a topographic map and have
 DU0176.an estimated accuracy of +/- 6 seconds.
 DU0176
 DU0176.The orthometric height was determined by differential leveling
 DU0176.and adjusted by the National Geodetic Survey in June 1991..
 DU0176
 DU0176.The geoid height was determined by GEOID03.
 DU0176
 DU0176.The dynamic height is computed by dividing the NAVD 88
 DU0176.geopotential number by the normal gravity value computed on the
 DU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0176.degrees latitude (g = 980.6199 gals.).
 DU0176
 DU0176.The modeled gravity was interpolated from observed gravity values.
 DU0176
 DU0176;                    North         East    Units  Estimated Accuracy
 DU0176;SPC AZ E     -   255,810.      195,800.      MT  (+/- 180 meters Scaled)
 DU0176
 DU0176                          SUPERSEDED SURVEY CONTROL
 DU0176
 DU0176  NGVD 29 (??/??/92) 1012.536  (m)         3321.96   (f) ADJ UNCH    2 0
 DU0176
 DU0176.Superseded values are not recommended for survey control.
 DU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0176.See file dsdata.txt to determine how the superseded data were derived.
 DU0176
 DU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB600855(NAD 83)
 DU0176_MARKER: DB = BENCH MARK DISK
 DU0176_SETTING: 80 = SET IN A BOULDER
 DU0176_SP_SET: BOULDER
 DU0176_STAMPING: C 150 1935
 DU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0176+STABILITY: SURFACE MOTION
 DU0176
 DU0176  HISTORY     - Date     Condition        Report By
 DU0176  HISTORY     - 1935     MONUMENTED       CGS
 DU0176  HISTORY     - 1961     GOOD             NGS
 DU0176  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0176
 DU0176                          STATION DESCRIPTION
 DU0176
 DU0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0176'11.7 MI E FROM SAN CARLOS.
 DU0176'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0176'SAN CARLOS, GILA COUNTY, THENCE 5.8 MILES SOUTHWEST ALONG THE
 DU0176'HACKBERRY WASH ROAD, 1.2 MILES SOUTHWEST OF A GATE, 0.5 MILE NORTHEAST
 DU0176'OF THE CROSSING OF A WASH, 105 FEET WEST OF THE CENTERLINE OF THE
 DU0176'ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD C 150 1935.
 DU0176
 DU0176                          STATION RECOVERY (1965)
 DU0176
 DU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0393 ***********************************************************************
 DT0393  DESIGNATION -  C 153
 DT0393  PID         -  DT0393
 DT0393  STATE/COUNTY-  AZ/GRAHAM
 DT0393  USGS QUAD   -  BONITA TANK (1989)
 DT0393
 DT0393                         *CURRENT SURVEY CONTROL
 DT0393  ___________________________________________________________________
 DT0393* NAD 83(1986)-  33 11 34.     (N)    109 47 47.     (W)     SCALED    
 DT0393* NAVD 88     -      1505.715  (meters)    4940.00   (feet)  ADJUSTED  
 DT0393  ___________________________________________________________________
 DT0393  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0393  DYNAMIC HT  -        1503.469 (meters)    4932.63  (feet)  COMP
 DT0393  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 DT0393
 DT0393  VERT ORDER  -  SECOND    CLASS 0
 DT0393
 DT0393.The horizontal coordinates were scaled from a topographic map and have
 DT0393.an estimated accuracy of +/- 6 seconds.
 DT0393
 DT0393.The orthometric height was determined by differential leveling
 DT0393.and adjusted by the National Geodetic Survey in June 1991..
 DT0393
 DT0393.The geoid height was determined by GEOID03.
 DT0393
 DT0393.The dynamic height is computed by dividing the NAVD 88
 DT0393.geopotential number by the normal gravity value computed on the
 DT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0393.degrees latitude (g = 980.6199 gals.).
 DT0393
 DT0393.The modeled gravity was interpolated from observed gravity values.
 DT0393
 DT0393;                    North         East    Units  Estimated Accuracy
 DT0393;SPC AZ E     -   243,190.      247,890.      MT  (+/- 180 meters Scaled)
 DT0393
 DT0393                          SUPERSEDED SURVEY CONTROL
 DT0393
 DT0393  NGVD 29 (??/??/92) 1504.967  (m)         4937.55   (f) ADJ UNCH    2 0
 DT0393
 DT0393.Superseded values are not recommended for survey control.
 DT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0393.See file dsdata.txt to determine how the superseded data were derived.
 DT0393
 DT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB121733(NAD 83)
 DT0393_MARKER: DB = BENCH MARK DISK
 DT0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0393_STAMPING: C 153 1935
 DT0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0393+STABILITY: SURFACE MOTION
 DT0393
 DT0393  HISTORY     - Date     Condition        Report By
 DT0393  HISTORY     - 1935     MONUMENTED       CGS
 DT0393
 DT0393                          STATION DESCRIPTION
 DT0393
 DT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0393'13.2 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0393'13.2 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.5 MI. NW OF WASH
 DT0393'CROSSING, 0.4 MI. SE OF WASH CROSSING, ABOUT 330 FT. SW OF WASH AND 68
 DT0393'FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0291 ***********************************************************************
 ET0291  DESIGNATION -  C 155
 ET0291  PID         -  ET0291
 ET0291  STATE/COUNTY-  AZ/YAVAPAI
 ET0291  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0291
 ET0291                         *CURRENT SURVEY CONTROL
 ET0291  ___________________________________________________________________
 ET0291* NAD 83(1986)-  34 15 52.     (N)    112 05 42.     (W)     SCALED    
 ET0291* NAVD 88     -      1080.91   (+/-2cm)    3546.3    (feet)  VERTCON   
 ET0291  ___________________________________________________________________
 ET0291  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 ET0291
 ET0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0291
 ET0291.The horizontal coordinates were scaled from a topographic map and have
 ET0291.an estimated accuracy of +/- 6 seconds.
 ET0291
 ET0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0291.The vertical order pertains to the NGVD 29 superseded value.
 ET0291
 ET0291.The geoid height was determined by GEOID03.
 ET0291
 ET0291;                    North         East    Units  Estimated Accuracy
 ET0291;SPC AZ C     -   362,000.      196,940.      MT  (+/- 180 meters Scaled)
 ET0291
 ET0291                          SUPERSEDED SURVEY CONTROL
 ET0291
 ET0291  NGVD 29 (??/??/92) 1080.248  (m)         3544.11   (f) ADJ UNCH    2 0
 ET0291
 ET0291.Superseded values are not recommended for survey control.
 ET0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0291.See file dsdata.txt to determine how the superseded data were derived.
 ET0291
 ET0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC991920(NAD 83)
 ET0291_MARKER: DB = BENCH MARK DISK
 ET0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0291_STAMPING: C 155 1935
 ET0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0291+STABILITY: SURFACE MOTION
 ET0291
 ET0291  HISTORY     - Date     Condition        Report By
 ET0291  HISTORY     - 1935     MONUMENTED       CGS
 ET0291  HISTORY     - 1952     GOOD             NGS
 ET0291
 ET0291                          STATION DESCRIPTION
 ET0291
 ET0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0291'5.8 MI SE FROM CORDES.
 ET0291'5.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0291'CORDES, 0.2 MILE SOUTHWEST OF THE CROSSING OF A CATTLE GUARD AND THE
 ET0291'SUMMIT OF A GRADE, ON A STEEP DOWNGRADE GOING SOUTH, 45 FEET EAST OF
 ET0291'THE CENTER LINE OF AND ABOUT 1 FOOT LOWER THAN THE ROAD, 2.0 FEET
 ET0291'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ET0291'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0128 ***********************************************************************
 DU0128  DESIGNATION -  C 16
 DU0128  PID         -  DU0128
 DU0128  STATE/COUNTY-  AZ/GRAHAM
 DU0128  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0128
 DU0128                         *CURRENT SURVEY CONTROL
 DU0128  ___________________________________________________________________
 DU0128* NAD 83(1986)-  33 14 31.     (N)    110 23 00.     (W)     SCALED    
 DU0128* NAVD 88     -       786.825  (meters)    2581.44   (feet)  ADJUSTED  
 DU0128  ___________________________________________________________________
 DU0128  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0128  DYNAMIC HT  -         785.774 (meters)    2577.99  (feet)  COMP
 DU0128  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 DU0128
 DU0128  VERT ORDER  -  FIRST     CLASS II
 DU0128
 DU0128.The horizontal coordinates were scaled from a topographic map and have
 DU0128.an estimated accuracy of +/- 6 seconds.
 DU0128
 DU0128.The orthometric height was determined by differential leveling
 DU0128.and adjusted by the National Geodetic Survey in June 1991..
 DU0128
 DU0128.The geoid height was determined by GEOID03.
 DU0128
 DU0128.The dynamic height is computed by dividing the NAVD 88
 DU0128.geopotential number by the normal gravity value computed on the
 DU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0128.degrees latitude (g = 980.6199 gals.).
 DU0128
 DU0128.The modeled gravity was interpolated from observed gravity values.
 DU0128
 DU0128;                    North         East    Units  Estimated Accuracy
 DU0128;SPC AZ E     -   248,600.      193,170.      MT  (+/- 180 meters Scaled)
 DU0128
 DU0128                          SUPERSEDED SURVEY CONTROL
 DU0128
 DU0128  NGVD 29 (??/??/92)  786.254  (m)         2579.57   (f) ADJ UNCH    1 2
 DU0128
 DU0128.Superseded values are not recommended for survey control.
 DU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0128.See file dsdata.txt to determine how the superseded data were derived.
 DU0128
 DU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB574782(NAD 83)
 DU0128_MARKER: DB = BENCH MARK DISK
 DU0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0128_SP_SET: ABUTMENT
 DU0128_STAMPING: 2579.568 C 16 1933
 DU0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0128
 DU0128  HISTORY     - Date     Condition        Report By
 DU0128  HISTORY     - 1933     MONUMENTED       CGS
 DU0128
 DU0128                          STATION DESCRIPTION
 DU0128
 DU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0128'11.0 MI SE FROM SAN CARLOS.
 DU0128'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.0 MILE EAST OF DILI SIDING, 160
 DU0128'FEET SOUTHEAST OF MILEPOST 1190, ON EASTERLY CONCRETE ABUTMENT OF
 DU0128'RAILROAD BRIDGE, 10 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6872 ***********************************************************************
 DH6872  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6872  DESIGNATION -  C 166 RESET
 DH6872  PID         -  DH6872
 DH6872  STATE/COUNTY-  AZ/GILA
 DH6872  USGS QUAD   -  GLOBE (1982)
 DH6872
 DH6872                         *CURRENT SURVEY CONTROL
 DH6872  ___________________________________________________________________
 DH6872* NAD 83(1992)-  33 25 03.76855(N)    110 49 40.82114(W)     ADJUSTED  
 DH6872* NAVD 88     -      1025.15   (meters)    3363.3    (feet)  GPS OBS   
 DH6872  ___________________________________________________________________
 DH6872  X           -  -1,895,131.978 (meters)                     COMP
 DH6872  Y           -  -4,981,633.641 (meters)                     COMP
 DH6872  Z           -   3,493,269.623 (meters)                     COMP
 DH6872  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 DH6872  ELLIP HEIGHT-         997.76  (meters)          (08/22/05) GPS OBS
 DH6872  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DH6872
 DH6872  HORZ ORDER  -  B
 DH6872  ELLP ORDER  -  FOURTH    CLASS II
 DH6872
 DH6872.The horizontal coordinates were established by GPS observations
 DH6872.and adjusted by the National Geodetic Survey in August 2005..
 DH6872
 DH6872.The orthometric height was determined by GPS observations and a
 DH6872.high-resolution geoid model using precise GPS observation and
 DH6872.processing techniques.
 DH6872
 DH6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6872
 DH6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6872
 DH6872.The ellipsoidal height was determined by GPS observations
 DH6872.and is referenced to NAD 83.
 DH6872
 DH6872.The geoid height was determined by GEOID03.
 DH6872
 DH6872;                    North         East     Units Scale Factor Converg.
 DH6872;SPC AZ E     -   268,270.252   151,854.208   MT  0.99994662   -0 21 51.3
 DH6872;SPC AZ E     -   880,151.75    498,209.34   iFT  0.99994662   -0 21 51.3
 DH6872;UTM  12      - 3,697,609.474   515,990.847   MT  0.99960315   +0 05 41.0
 DH6872
 DH6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6872!SPC AZ E     -   0.99984338  x   0.99994662  =   0.99979001
 DH6872!UTM  12      -   0.99984338  x   0.99960315  =   0.99944659
 DH6872
 DH6872                          SUPERSEDED SURVEY CONTROL
 DH6872
 DH6872.No superseded survey control is available for this station.
 DH6872
 DH6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1599197609(NAD 83)
 DH6872_MARKER: DD = SURVEY DISK
 DH6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6872_STAMPING: C 166 RESET 2004
 DH6872_MARK LOGO: NGS   
 DH6872_PROJECTION: FLUSH
 DH6872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6872+STABILITY: SURFACE MOTION
 DH6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6872+SATELLITE: SATELLITE OBSERVATIONS - 2004  01
 DH6872
 DH6872  HISTORY     - Date     Condition        Report By
 DH6872  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6872
 DH6872                          STATION DESCRIPTION
 DH6872
 DH6872'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6872'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE, AZ. PROCEED
 DH6872'NORTH ON SR-188 0.2 MILES TO ENTRANCE OF COBRE VALLEY COUNTRY CLUB.
 DH6872'PROCEED WEST PAST GOLF PRO SHOP. 200 FT WEST OF BUILDING, TURN SOUTH
 DH6872'AND FOLLOW DIRT ROAD TO TOP OF HILL TO MONUMENT. MONUMENT OF 5FT WEST
 DH6872'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0309 ***********************************************************************
 DU0309  DESIGNATION -  C 17
 DU0309  PID         -  DU0309
 DU0309  STATE/COUNTY-  AZ/GILA
 DU0309  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU0309
 DU0309                         *CURRENT SURVEY CONTROL
 DU0309  ___________________________________________________________________
 DU0309* NAD 83(1986)-  33 31 17.     (N)    110 52 26.     (W)     SCALED    
 DU0309* NAVD 88     -       937.727  (meters)    3076.53   (feet)  ADJUSTED  
 DU0309  ___________________________________________________________________
 DU0309  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU0309  DYNAMIC HT  -         936.483 (meters)    3072.44  (feet)  COMP
 DU0309  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 DU0309
 DU0309  VERT ORDER  -  FIRST     CLASS II
 DU0309
 DU0309.The horizontal coordinates were scaled from a topographic map and have
 DU0309.an estimated accuracy of +/- 6 seconds.
 DU0309
 DU0309.The orthometric height was determined by differential leveling
 DU0309.and adjusted by the National Geodetic Survey in June 1991..
 DU0309
 DU0309.The geoid height was determined by GEOID03.
 DU0309
 DU0309.The dynamic height is computed by dividing the NAVD 88
 DU0309.geopotential number by the normal gravity value computed on the
 DU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0309.degrees latitude (g = 980.6199 gals.).
 DU0309
 DU0309.The modeled gravity was interpolated from observed gravity values.
 DU0309
 DU0309;                    North         East    Units  Estimated Accuracy
 DU0309;SPC AZ E     -   279,800.      147,670.      MT  (+/- 180 meters Scaled)
 DU0309
 DU0309                          SUPERSEDED SURVEY CONTROL
 DU0309
 DU0309  NGVD 29 (??/??/92)  937.133  (m)         3074.58   (f) ADJ UNCH    1 2
 DU0309
 DU0309.Superseded values are not recommended for survey control.
 DU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0309.See file dsdata.txt to determine how the superseded data were derived.
 DU0309
 DU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC117090(NAD 83)
 DU0309_MARKER: DB = BENCH MARK DISK
 DU0309_SETTING: 66 = SET IN ROCK OUTCROP
 DU0309_SP_SET: ROCK OUTCROP
 DU0309_STAMPING: 3074.577 C 17 1933
 DU0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0309+STABILITY: POSITION/ELEVATION WELL
 DU0309
 DU0309  HISTORY     - Date     Condition        Report By
 DU0309  HISTORY     - 1933     MONUMENTED       CGS
 DU0309  HISTORY     - 1934     GOOD             NGS
 DU0309  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0309  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0309
 DU0309                          STATION DESCRIPTION
 DU0309
 DU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0309'11.5 MI N FROM GLOBE.
 DU0309'11.5 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0309'COUNTY, ON THE SOUTH SIDE OF THE MOUTH OF HICKS CANYON, OPPOSITE A
 DU0309'HIGHWAY TURNOUT, 55 YARDS NORTHWEST OF A POWER-TRANSMISSION LINE
 DU0309'TOWER, 96 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 DU0309'SOUTH PORTION OF A GROUP OF PROMINENT OUTCROPS, IN THE TOP OF AN
 DU0309'IGNEOUS ROCK OUTCROP, 25 FEET SOUTHEAST OF THE HIGHEST POINT OF THE
 DU0309'LARGEST OUTCROP, AND ABOUT 10 FEET ABOVE THE BED OF A WASH.
 DU0309
 DU0309                          STATION RECOVERY (1934)
 DU0309
 DU0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0309'RECOVERED IN GOOD CONDITION.
 DU0309
 DU0309                          STATION RECOVERY (1979)
 DU0309
 DU0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0309'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0309
 DU0309                          STATION RECOVERY (2005)
 DU0309
 DU0309'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0309'MARK NOT FOUND. ROAD WIDENED, NEW TOWER INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0285 ***********************************************************************
 DU0285  DESIGNATION -  C 18
 DU0285  PID         -  DU0285
 DU0285  STATE/COUNTY-  AZ/GILA
 DU0285  USGS QUAD   -  CHRISTMAS (1979)
 DU0285
 DU0285                         *CURRENT SURVEY CONTROL
 DU0285  ___________________________________________________________________
 DU0285* NAD 83(1986)-  33 06 03.     (N)    110 44 51.     (W)     SCALED    
 DU0285* NAVD 88     -       674.12   (+/-2cm)    2211.7    (feet)  VERTCON   
 DU0285  ___________________________________________________________________
 DU0285  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU0285
 DU0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0285
 DU0285.The horizontal coordinates were scaled from a topographic map and have
 DU0285.an estimated accuracy of +/- 6 seconds.
 DU0285
 DU0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0285.The vertical order pertains to the NGVD 29 superseded value.
 DU0285
 DU0285.The geoid height was determined by GEOID03.
 DU0285
 DU0285;                    North         East    Units  Estimated Accuracy
 DU0285;SPC AZ E     -   233,080.      159,150.      MT  (+/- 180 meters Scaled)
 DU0285
 DU0285                          SUPERSEDED SURVEY CONTROL
 DU0285
 DU0285  NGVD 29 (??/??/92)  673.508  (m)         2209.67   (f) ADJ UNCH    2 0
 DU0285
 DU0285.Superseded values are not recommended for survey control.
 DU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0285.See file dsdata.txt to determine how the superseded data were derived.
 DU0285
 DU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB235624(NAD 83)
 DU0285_MARKER: DB = BENCH MARK DISK
 DU0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0285_STAMPING: 2209.720 C 18 1933
 DU0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0285+STABILITY: SURFACE MOTION
 DU0285
 DU0285  HISTORY     - Date     Condition        Report By
 DU0285  HISTORY     - 1933     MONUMENTED       CGS
 DU0285
 DU0285                          STATION DESCRIPTION
 DU0285
 DU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0285'12.9 MI N FROM WINKELMAN.
 DU0285'12.9 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 2.5 MILES
 DU0285'NORTHWEST OF THE MOUTH OF DRIPPING SPRINGS WASH, 0.2 MILE SOUTHEAST OF
 DU0285'THE COOLEY RANCH HOUSE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0285'HIGHWAY, AND 6 FEET NORTHEAST OF A FENCE.  SET IN THE TOP OF A
 DU0285'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- 1.8 MILES
 DU0285'NORTH ALONG NEW STATE HIGHWAY 77 FROM THE BRIDGE CROSSING DRIPPING
 DU0285'SPRING WASH TO AN OLD STONE BUILDING ON THE WEST SIDE OF THE HIGHWAY,
 DU0285'TURN LEFT ACROSS A CATTLE GUARD AND CROSS DRIPPING SPRING WASH TO THE
 DU0285'OLD AFORE DESCRIBED COOLEY RANCH.  OLD ROAD STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0411 ***********************************************************************
 FR0411  DESIGNATION -  C 2
 FR0411  PID         -  FR0411
 FR0411  STATE/COUNTY-  AZ/YAVAPAI
 FR0411  USGS QUAD   -  AUDLEY (1980)
 FR0411
 FR0411                         *CURRENT SURVEY CONTROL
 FR0411  ___________________________________________________________________
 FR0411* NAD 83(1986)-  35 23 56.     (N)    113 01 13.     (W)     SCALED    
 FR0411* NAVD 88     -      1571.325  (meters)    5155.26   (feet)  POSTED    
 FR0411  ___________________________________________________________________
 FR0411  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0411  DYNAMIC HT  -        1569.290 (meters)    5148.58  (feet)  COMP
 FR0411  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 FR0411
 FR0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0411
 FR0411.The horizontal coordinates were scaled from a topographic map and have
 FR0411.an estimated accuracy of +/- 6 seconds.
 FR0411
 FR0411.The orthometric height was determined by differential leveling
 FR0411.and adjusted by the National Geodetic Survey in 1992..
 FR0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0411.rate of 0.0 thru 1.0 mm/km.
 FR0411
 FR0411.The geoid height was determined by GEOID03.
 FR0411
 FR0411.The dynamic height is computed by dividing the NAVD 88
 FR0411.geopotential number by the normal gravity value computed on the
 FR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0411.degrees latitude (g = 980.6199 gals.).
 FR0411
 FR0411.The modeled gravity was interpolated from observed gravity values.
 FR0411
 FR0411;                    North         East    Units  Estimated Accuracy
 FR0411;SPC AZ C     -   488,380.      113,110.      MT  (+/- 180 meters Scaled)
 FR0411
 FR0411                          SUPERSEDED SURVEY CONTROL
 FR0411
 FR0411  NGVD 29 (??/??/92) 1570.453  (m)         5152.39   (f) ADJ UNCH    1 2
 FR0411
 FR0411.Superseded values are not recommended for survey control.
 FR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0411.See file dsdata.txt to determine how the superseded data were derived.
 FR0411
 FR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE165191(NAD 83)
 FR0411_MARKER: P = PIPE CAP
 FR0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0411_STAMPING: ELEV. 5152.394 FT.
 FR0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0411
 FR0411  HISTORY     - Date     Condition        Report By
 FR0411  HISTORY     - UNK      MONUMENTED       CGS
 FR0411  HISTORY     - 1935     GOOD             NGS
 FR0411  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0411
 FR0411                          STATION DESCRIPTION
 FR0411
 FR0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0411'IN AUDLEY.
 FR0411'AT AUDLEY, YAVAPAI COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 FR0411'RAILWAY STATION, 1-3/4 POLES WEST OF MILEPOST 439, 52 FEET EAST OF THE
 FR0411'NORTH ONE OF TWO POLES ON THE CREST OF A SMALL RISE, AND 47 1/2 FEET
 FR0411'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD CAP, STAMPED
 FR0411'ELEV. 5152.394 FT. AND FASTENED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 FR0411'PROJECTING 2 INCHES ABOVE GROUND.
 FR0411
 FR0411                          STATION RECOVERY (1975)
 FR0411
 FR0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2159 ***********************************************************************
 DV2159  DESIGNATION -  C 2
 DV2159  PID         -  DV2159
 DV2159  STATE/COUNTY-  AZ/MARICOPA
 DV2159  USGS QUAD   -  WINTERSBURG (1984)
 DV2159
 DV2159                         *CURRENT SURVEY CONTROL
 DV2159  ___________________________________________________________________
 DV2159* NAD 83(1992)-  33 27 01.11341(N)    112 46 53.88582(W)     ADJUSTED  
 DV2159* NAVD 88     -       329.     (meters)    1079.     (feet)  VERTCON   
 DV2159  ___________________________________________________________________
 DV2159  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DV2159  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV2159
 DV2159  HORZ ORDER  -  SECOND
 DV2159
 DV2159.The horizontal coordinates were established by classical geodetic methods
 DV2159.and adjusted by the National Geodetic Survey in August 1993..
 DV2159
 DV2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2159
 DV2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2159
 DV2159.The geoid height was determined by GEOID03.
 DV2159
 DV2159;                    North         East     Units Scale Factor Converg.
 DV2159;SPC AZ C     -   272,024.258   132,945.888   MT  0.99997970   -0 28 36.5
 DV2159;SPC AZ C     -   892,468.04    436,174.17   iFT  0.99997970   -0 28 36.5
 DV2159;UTM  12      - 3,702,629.505   334,407.126   MT  0.99993807   -0 58 56.2
 DV2159
 DV2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2159!SPC AZ C     -   0.99995325  x   0.99997970  =   0.99993295
 DV2159!UTM  12      -   0.99995325  x   0.99993807  =   0.99989132
 DV2159
 DV2159|---------------------------------------------------------------------|
 DV2159| PID    Reference Object                     Distance      Geod. Az  |
 DV2159|                                                           dddmmss.s |
 DV2159| CH4908 C 2 RM 4                                           06523     |
 DV2159| DV2160 T1N R5W SECS 4 5 8 9                 22.976 METERS 14936     |
 DV2159| CH4907 C 2 AZ MK                                          1771513.5 |
 DV2159| FR0713 C RM 1                               31.327 METERS 20852     |
 DV2159|---------------------------------------------------------------------|
 DV2159
 DV2159                          SUPERSEDED SURVEY CONTROL
 DV2159
 DV2159  NAD 83(1986)-  33 27 01.10712(N)    112 46 53.89150(W) AD(       ) 2
 DV2159  NAD 27      -  33 27 00.96420(N)    112 46 51.26827(W) AD(       ) 2
 DV2159  NGVD 29 (07/19/86)  328.     (m)         1076.     (f) VERT ANG       
 DV2159
 DV2159.Superseded values are not recommended for survey control.
 DV2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2159.See file dsdata.txt to determine how the superseded data were derived.
 DV2159
 DV2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3440702630(NAD 83)
 DV2159_MARKER: DS = TRIANGULATION STATION DISK
 DV2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2159+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 DV2159
 DV2159  HISTORY     - Date     Condition        Report By
 DV2159  HISTORY     - 1971     MONUMENTED       NGS
 DV2159  HISTORY     - 20000622 GOOD             AZDT
 DV2159
 DV2159                          STATION DESCRIPTION
 DV2159
 DV2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DV2159'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE NORTH-NORTHWEST
 DV2159'OF PALO VERDE, 10 MILES EAST-SOUTHEAST OF TONOPAH AND 8
 DV2159'MILES NORTH OF HASSAYAMPA.  IT IS AT THE INTERSECTION OF
 DV2159'339 AVENUE AND WEST VAN BUREN STREET.  IT IS ON PROPERITY
 DV2159'WHICH BELONGS TO THE COUNTY OF MARICOPA.
 DV2159'
 DV2159'THE STATION MARK IS A STANDARD DISK STAMPED, GLO C 2 1971.
 DV2159'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2159'PROJECTS 5 INCHES.  IT IS 61 FEET NORTH OF THE APPROX. CENTER
 DV2159'OF WEST VAN BUREN STREET, 36 FEET WEST OF THE CENTER OF
 DV2159'339 AVENUE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DV2159'THE CONCRETE HEAD WALL OF A CATTLE GUARD, 3 FEET EAST OF
 DV2159'A FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.
 DV2159'
 DV2159'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GLO C NO 1 1934.
 DV2159'IT IS SET IN A DRILL HOLE IN THE TOP OF A SMALL BLACK BOULDER
 DV2159'WHICH PROJECTS ABOUT 3 INCHES.  IT IS IN THE SOUTHWEST CORNER
 DV2159'OF THE INTERSECTION, 28 FEET WEST OF A STREET SIGN AND 21
 DV2159'FEET SOUTH OF THE CENTER OF WEST VAN BUREN STREET.
 DV2159'
 DV2159'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, GLO C 2 NO 4
 DV2159'1971.  IT IS SET IN A DRILL HOLE IN TOP OF THE SOUTH END
 DV2159'OF THE WEST HEAD WALL OF THE CATTLE GUARD.
 DV2159'
 DV2159'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLO C 2 1971.
 DV2159'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2159'PROJECTS 3 INCHES.  IT IS AT THE NORTH SIDE OF A SMALL PALO
 DV2159'VERDE TREE WHICH IS JUST NORTH OF A SMALL WASH.  THE MARK
 DV2159'IS 1 FOOT EAST OF THE WITNESS POST.
 DV2159'
 DV2159'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2159
 DV2159                          STATION RECOVERY (2000)
 DV2159
 DV2159'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2159'A THOROUGH SEARCH WAS MADE FOR GLO C-2 AZIMUTH MARK AND WAS NOT FOUND.
 DV2159' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0373 ***********************************************************************
 DU0373  DESIGNATION -  C 20
 DU0373  PID         -  DU0373
 DU0373  STATE/COUNTY-  AZ/GILA
 DU0373  USGS QUAD   -  GREENBACK CREEK (1964)
 DU0373
 DU0373                         *CURRENT SURVEY CONTROL
 DU0373  ___________________________________________________________________
 DU0373* NAD 83(1986)-  33 45 05.     (N)    111 14 19.     (W)     SCALED    
 DU0373* NAVD 88     -       658.389  (meters)    2160.06   (feet)  ADJUSTED  
 DU0373  ___________________________________________________________________
 DU0373  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU0373  DYNAMIC HT  -         657.545 (meters)    2157.30  (feet)  COMP
 DU0373  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 DU0373
 DU0373  VERT ORDER  -  FIRST     CLASS II
 DU0373
 DU0373.The horizontal coordinates were scaled from a topographic map and have
 DU0373.an estimated accuracy of +/- 6 seconds.
 DU0373
 DU0373.The orthometric height was determined by differential leveling
 DU0373.and adjusted by the National Geodetic Survey in June 1991..
 DU0373
 DU0373.The geoid height was determined by GEOID03.
 DU0373
 DU0373.The dynamic height is computed by dividing the NAVD 88
 DU0373.geopotential number by the normal gravity value computed on the
 DU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0373.degrees latitude (g = 980.6199 gals.).
 DU0373
 DU0373.The modeled gravity was interpolated from observed gravity values.
 DU0373
 DU0373;                    North         East    Units  Estimated Accuracy
 DU0373;SPC AZ E     -   305,600.      114,050.      MT  (+/- 180 meters Scaled)
 DU0373
 DU0373                          SUPERSEDED SURVEY CONTROL
 DU0373
 DU0373  NGVD 29 (??/??/92)  657.776  (m)         2158.05   (f) ADJ UNCH    1 2
 DU0373
 DU0373.Superseded values are not recommended for survey control.
 DU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0373.See file dsdata.txt to determine how the superseded data were derived.
 DU0373
 DU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC779346(NAD 83)
 DU0373_MARKER: DB = BENCH MARK DISK
 DU0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0373_STAMPING: 2158.053 C 20 1933
 DU0373_MARK LOGO: CGS   
 DU0373_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0373+STABILITY: SURFACE MOTION
 DU0373
 DU0373  HISTORY     - Date     Condition        Report By
 DU0373  HISTORY     - 1933     MONUMENTED       CGS
 DU0373  HISTORY     - 1934     GOOD             NGS
 DU0373  HISTORY     - 1983     GOOD             NGS
 DU0373
 DU0373                          STATION DESCRIPTION
 DU0373
 DU0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0373'11.0 MI S FROM TONTO BASIN.
 DU0373'11.0 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0373'BASIN, GILA COUNTY, AT THE NORTHWEST END OF ROOSEVELT RESERVOIR, AT A
 DU0373'COUNTY HIGHWAY MAINTENANCE STATION, 75 FEET NORTH OF A HOUSE, AND 45
 DU0373'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DU0373'2158.053 C 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DU0373'INCHES ABOVE GROUND.
 DU0373
 DU0373                          STATION RECOVERY (1983)
 DU0373
 DU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0373'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0373'16.6 KM (10.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 DU0373'IN PUNKIN CENTER, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 DU0373'ROAD LEADING SOUTH, 75.0 METERS (246 FT) SOUTH OF THE HIGHWAY
 DU0373'CENTERLINE, 24.5 METERS (80 FT) NORTHWEST OF THE WEST ONE OF TWO
 DU0373'PROMINENT TWIN TREES.
 DU0373'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DU0373'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0403 ***********************************************************************
 DU0403  DESIGNATION -  C 21
 DU0403  PID         -  DU0403
 DU0403  STATE/COUNTY-  AZ/MARICOPA
 DU0403  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0403
 DU0403                         *CURRENT SURVEY CONTROL
 DU0403  ___________________________________________________________________
 DU0403* NAD 83(1986)-  33 36 40.     (N)    111 11 46.     (W)     SCALED    
 DU0403* NAVD 88     -       723.492  (meters)    2373.66   (feet)  ADJUSTED  
 DU0403  ___________________________________________________________________
 DU0403  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DU0403  DYNAMIC HT  -         722.571 (meters)    2370.64  (feet)  COMP
 DU0403  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 DU0403
 DU0403  VERT ORDER  -  FIRST     CLASS II
 DU0403
 DU0403.The horizontal coordinates were scaled from a topographic map and have
 DU0403.an estimated accuracy of +/- 6 seconds.
 DU0403
 DU0403.The orthometric height was determined by differential leveling
 DU0403.and adjusted by the National Geodetic Survey in June 1991..
 DU0403
 DU0403.The geoid height was determined by GEOID03.
 DU0403
 DU0403.The dynamic height is computed by dividing the NAVD 88
 DU0403.geopotential number by the normal gravity value computed on the
 DU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0403.degrees latitude (g = 980.6199 gals.).
 DU0403
 DU0403.The modeled gravity was interpolated from observed gravity values.
 DU0403
 DU0403;                    North         East    Units  Estimated Accuracy
 DU0403;SPC AZ C     -   289,760.      280,220.      MT  (+/- 180 meters Scaled)
 DU0403
 DU0403                          SUPERSEDED SURVEY CONTROL
 DU0403
 DU0403  NGVD 29 (??/??/92)  722.895  (m)         2371.70   (f) ADJ UNCH    1 2
 DU0403
 DU0403.Superseded values are not recommended for survey control.
 DU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0403.See file dsdata.txt to determine how the superseded data were derived.
 DU0403
 DU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC818190(NAD 83)
 DU0403_MARKER: DB = BENCH MARK DISK
 DU0403_SETTING: 66 = SET IN ROCK OUTCROP
 DU0403_SP_SET: ROCK OUTCROP
 DU0403_STAMPING: C 21 1933
 DU0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0403+STABILITY: POSITION/ELEVATION WELL
 DU0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0403+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU0403
 DU0403  HISTORY     - Date     Condition        Report By
 DU0403  HISTORY     - 1933     MONUMENTED       CGS
 DU0403  HISTORY     - 1948     GOOD             NGS
 DU0403  HISTORY     - 1980     GOOD             NGS
 DU0403  HISTORY     - 20040403 GOOD             USPSQD
 DU0403
 DU0403                          STATION DESCRIPTION
 DU0403
 DU0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0403'8.7 MI SW FROM ROOSEVELT.
 DU0403'8.7 MILES SOUTHWEST OF ROOSEVELT ALONG STATE HIGHWAY 88, 0.15 MILES
 DU0403'EAST OF MILE POST 235, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0403'HIGHWAY, ON THE SOUTH SIDE OF A RAVINE LEADING WEST, ABOUT 11.0 FEET
 DU0403'ABOVE THE HIGHWAY, ON THE SHOULDER OF THE GRADE EXCAVATION, SET IN THE
 DU0403'TOP OF A ROCK OUTCROP PROJECTING ABOUT 1.0 FOOT ABOVE THE GROUND.
 DU0403
 DU0403                          STATION RECOVERY (1980)
 DU0403
 DU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0403'10.3 KM (6.4 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0403'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.25  KM (0.15 MI)
 DU0403'NORTHEAST OF HIGHWAY MILEPOST 235, 0.2 KM (0.1 MI) NORTH OF A POWER
 DU0403'LINE CROSSING AND A CURVE IN THE HIGHWAY, IN TOP OF A ROCK
 DU0403'OUTCROP ON THE NORTHWEST SLOPE OF A RIDGE, 10.9 METERS (36.0 FT) EAST
 DU0403'OF THE CENTERLINE OF THE HIGHWAY, 21.9 METERS (72.0 FT) SOUTH OF THE
 DU0403'TOP CENTER OF THE EAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT
 DU0403'UNDER THE HIGHWAY.
 DU0403'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0403
 DU0403                          STATION RECOVERY (2004)
 DU0403
 DU0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0403'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0614 ***********************************************************************
 DU0614  DESIGNATION -  C 22
 DU0614  PID         -  DU0614
 DU0614  STATE/COUNTY-  AZ/MARICOPA
 DU0614  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0614
 DU0614                         *CURRENT SURVEY CONTROL
 DU0614  ___________________________________________________________________
 DU0614* NAD 83(1986)-  33 24 55.     (N)    111 36 58.     (W)     SCALED    
 DU0614* NAVD 88     -       479.11   (+/-2cm)    1571.9    (feet)  VERTCON   
 DU0614  ___________________________________________________________________
 DU0614  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0614
 DU0614  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0614
 DU0614.The horizontal coordinates were scaled from a topographic map and have
 DU0614.an estimated accuracy of +/- 6 seconds.
 DU0614
 DU0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0614.The vertical order pertains to the NGVD 29 superseded value.
 DU0614
 DU0614.The geoid height was determined by GEOID03.
 DU0614
 DU0614;                    North         East    Units  Estimated Accuracy
 DU0614;SPC AZ C     -   267,850.      241,310.      MT  (+/- 180 meters Scaled)
 DU0614
 DU0614                          SUPERSEDED SURVEY CONTROL
 DU0614
 DU0614  NGVD 29 (??/??/92)  478.546  (m)         1570.03   (f) ADJ UNCH    1 2
 DU0614
 DU0614.Superseded values are not recommended for survey control.
 DU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0614.See file dsdata.txt to determine how the superseded data were derived.
 DU0614
 DU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0614_MARKER: DB = BENCH MARK DISK
 DU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0614_STAMPING: C 22 1933
 DU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0614+STABILITY: SURFACE MOTION
 DU0614
 DU0614  HISTORY     - Date     Condition        Report By
 DU0614  HISTORY     - 1933     MONUMENTED       CGS
 DU0614  HISTORY     - 1948     GOOD             NGS
 DU0614  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0614
 DU0614                          STATION DESCRIPTION
 DU0614
 DU0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0614'3.8 MI W FROM APACHE JUNCTION.
 DU0614'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0614'AT A ROAD CROSSING, AT MILEPOST NO. 192, 81.6 FEET NORTH OF THE CENTER
 DU0614'LINE OF THE HIGHWAY, 79.5 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0614'1.3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DU0614'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DU0614
 DU0614                          STATION RECOVERY (1981)
 DU0614
 DU0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0614'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0357 ***********************************************************************
 DV0357  DESIGNATION -  C 23
 DV0357  PID         -  DV0357
 DV0357  STATE/COUNTY-  AZ/PINAL
 DV0357  USGS QUAD   -  MARICOPA (1978)
 DV0357
 DV0357                         *CURRENT SURVEY CONTROL
 DV0357  ___________________________________________________________________
 DV0357* NAD 83(1986)-  33 05 08.     (N)    112 02 15.     (W)     SCALED    
 DV0357* NAVD 88     -       351.71   (+/-2cm)    1153.9    (feet)  VERTCON   
 DV0357  ___________________________________________________________________
 DV0357  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0357
 DV0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0357
 DV0357.The horizontal coordinates were scaled from a topographic map and have
 DV0357.an estimated accuracy of +/- 6 seconds.
 DV0357
 DV0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0357.The vertical order pertains to the NGVD 29 superseded value.
 DV0357
 DV0357.The geoid height was determined by GEOID03.
 DV0357
 DV0357;                    North         East    Units  Estimated Accuracy
 DV0357;SPC AZ C     -   231,250.      202,080.      MT  (+/- 180 meters Scaled)
 DV0357
 DV0357                          SUPERSEDED SURVEY CONTROL
 DV0357
 DV0357  NGVD 29 (??/??/92)  351.195  (m)         1152.21   (f) ADJ UNCH    1 2
 DV0357
 DV0357.Superseded values are not recommended for survey control.
 DV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0357.See file dsdata.txt to determine how the superseded data were derived.
 DV0357
 DV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB031612(NAD 83)
 DV0357_MARKER: DB = BENCH MARK DISK
 DV0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0357_STAMPING: C 23 1933
 DV0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0357+STABILITY: SURFACE MOTION
 DV0357
 DV0357  HISTORY     - Date     Condition        Report By
 DV0357  HISTORY     - 1933     MONUMENTED       CGS
 DV0357  HISTORY     - 1948     GOOD             NGS
 DV0357  HISTORY     - 1949     GOOD             NGS
 DV0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0357
 DV0357                          STATION DESCRIPTION
 DV0357
 DV0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0357'2.1 MI N FROM MARICOPA.
 DV0357'2.1 MILES NORTH ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DV0357'MARICOPA, 31.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 23.4 FEET
 DV0357'EAST OF A TELEPHONE POLE WITH THE MILE SIGN 935 ON IT, 3.5 FEET BELOW
 DV0357'THE LEVEL OF THE ROAD, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DV0357'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 DV0357'GROUND.
 DV0357
 DV0357                          STATION RECOVERY (1949)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0357'RECOVERED IN GOOD CONDITION.
 DV0357
 DV0357                          STATION RECOVERY (1980)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0357'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0357'AND THE AREA IS NOW A PLOWED FIELD.
 DV0357
 DV0357                          STATION RECOVERY (1980)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0357'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0357'AND THE AREA IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5763 ***********************************************************************
 DH5763  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5763  DESIGNATION -  C 232
 DH5763  PID         -  DH5763
 DH5763  STATE/COUNTY-  AZ/COCHISE
 DH5763  USGS QUAD   -  WILLCOX SOUTH (1985)
 DH5763
 DH5763                         *CURRENT SURVEY CONTROL
 DH5763  ___________________________________________________________________
 DH5763* NAD 83(1992)-  32 12 44.03894(N)    109 46 49.03496(W)     ADJUSTED  
 DH5763* NAVD 88     -      1276.13   (meters)    4186.8    (feet)  GPS OBS   
 DH5763  ___________________________________________________________________
 DH5763  X           -  -1,828,318.842 (meters)                     COMP
 DH5763  Y           -  -5,083,838.249 (meters)                     COMP
 DH5763  Z           -   3,381,032.304 (meters)                     COMP
 DH5763  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DH5763  ELLIP HEIGHT-        1249.11  (meters)          (08/22/05) GPS OBS
 DH5763  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DH5763
 DH5763  HORZ ORDER  -  B
 DH5763  ELLP ORDER  -  FOURTH    CLASS II
 DH5763
 DH5763.The horizontal coordinates were established by GPS observations
 DH5763.and adjusted by the National Geodetic Survey in August 2005..
 DH5763
 DH5763.The orthometric height was determined by GPS observations and a
 DH5763.high-resolution geoid model using precise GPS observation and
 DH5763.processing techniques.
 DH5763
 DH5763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5763
 DH5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5763
 DH5763.The ellipsoidal height was determined by GPS observations
 DH5763.and is referenced to NAD 83.
 DH5763
 DH5763.The geoid height was determined by GEOID03.
 DH5763
 DH5763;                    North         East     Units Scale Factor Converg.
 DH5763;SPC AZ E     -   134,464.373   249,782.310   MT  0.99991635   +0 12 21.5
 DH5763;SPC AZ E     -   441,156.08    819,495.77   iFT  0.99991635   +0 12 21.5
 DH5763;UTM  12      - 3,564,612.766   614,945.975   MT  0.99976294   +0 39 00.9
 DH5763
 DH5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5763!SPC AZ E     -   0.99980391  x   0.99991635  =   0.99972028
 DH5763!UTM  12      -   0.99980391  x   0.99976294  =   0.99956690
 DH5763
 DH5763                          SUPERSEDED SURVEY CONTROL
 DH5763
 DH5763.No superseded survey control is available for this station.
 DH5763
 DH5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1494664613(NAD 83)
 DH5763_MARKER: DD = SURVEY DISK
 DH5763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5763_STAMPING: C 232
 DH5763_MARK LOGO: AZDT  
 DH5763_PROJECTION: FLUSH
 DH5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5763+STABILITY: SURFACE MOTION
 DH5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5763+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5763
 DH5763  HISTORY     - Date     Condition        Report By
 DH5763  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5763
 DH5763                          STATION DESCRIPTION
 DH5763
 DH5763'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5763'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5763'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5763'APROX. 4.06 MILES TO THE STATION. THE STATION IS LOCATED AT THE
 DH5763'SOUTHERLY R.O.W. FENCE APPROX 100 FEET FROM THE CENTERLINE OF HWY 186.
 DH5763'STATION IS A 3 INCH BRASS CAP IN CONCRETE, STAMPED C332 ARIZONA
 DH5763'DEPARTMENT OF TRANSPORTATION, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5763'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0916 ***********************************************************************
 DV0916  DESIGNATION -  C 24
 DV0916  PID         -  DV0916
 DV0916  STATE/COUNTY-  AZ/MARICOPA
 DV0916  USGS QUAD   -  WITTMANN (1981)
 DV0916
 DV0916                         *CURRENT SURVEY CONTROL
 DV0916  ___________________________________________________________________
 DV0916* NAD 83(1986)-  33 45 29.     (N)    112 30 09.     (W)     SCALED    
 DV0916* NAVD 88     -       490.166  (meters)    1608.15   (feet)  POSTED    
 DV0916  ___________________________________________________________________
 DV0916  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0916  DYNAMIC HT  -         489.590 (meters)    1606.26  (feet)  COMP
 DV0916  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 DV0916
 DV0916  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0916
 DV0916.The horizontal coordinates were scaled from a topographic map and have
 DV0916.an estimated accuracy of +/- 6 seconds.
 DV0916
 DV0916.The orthometric height was determined by differential leveling
 DV0916.and adjusted by the National Geodetic Survey in November 2005..
 DV0916.No vertical observational check was made to the station.
 DV0916.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0916.was located on a no-check spur therefore a value was not computed.
 DV0916
 DV0916.The geoid height was determined by GEOID03.
 DV0916
 DV0916.The dynamic height is computed by dividing the NAVD 88
 DV0916.geopotential number by the normal gravity value computed on the
 DV0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0916.degrees latitude (g = 980.6199 gals.).
 DV0916
 DV0916.The modeled gravity was interpolated from observed gravity values.
 DV0916
 DV0916;                    North         East    Units  Estimated Accuracy
 DV0916;SPC AZ C     -   305,970.      159,090.      MT  (+/- 180 meters Scaled)
 DV0916
 DV0916                          SUPERSEDED SURVEY CONTROL
 DV0916
 DV0916  NGVD 29 (??/??/92)  489.661  (m)         1606.50   (f) ADJ UNCH    2 0
 DV0916
 DV0916.Superseded values are not recommended for survey control.
 DV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0916.See file dsdata.txt to determine how the superseded data were derived.
 DV0916
 DV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC608363(NAD 83)
 DV0916_MARKER: DB = BENCH MARK DISK
 DV0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0916_STAMPING: C 24 1933
 DV0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0916+STABILITY: SURFACE MOTION
 DV0916
 DV0916  HISTORY     - Date     Condition        Report By
 DV0916  HISTORY     - 1933     MONUMENTED       CGS
 DV0916  HISTORY     - 1939     GOOD             NGS
 DV0916
 DV0916                          STATION DESCRIPTION
 DV0916
 DV0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0916'9.6 MI SE FROM HOT SPRINGS JUNCTION.
 DV0916'9.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0916'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, 2.2 MILES SOUTHEAST OF THE
 DV0916'SIDING AT WITTMANN, 96 FEET SOUTHWEST OF MILEPOST 160, BETWEEN THE
 DV0916'HIGHWAY AND THE RAILROAD, AND 60 FEET SOUTHWEST OF THE CENTERLINE OF
 DV0916'THE TRACK.  A STANDARD DISK STAMPED C 24 1933 AND SET IN THE TOP OF A
 DV0916'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0989 ***********************************************************************
 DV0989  DESIGNATION -  C 25
 DV0989  PID         -  DV0989
 DV0989  STATE/COUNTY-  AZ/MARICOPA
 DV0989  USGS QUAD   -  AGUILA (1990)
 DV0989
 DV0989                         *CURRENT SURVEY CONTROL
 DV0989  ___________________________________________________________________
 DV0989* NAD 83(1986)-  33 57 04.     (N)    113 08 16.     (W)     SCALED    
 DV0989* NAVD 88     -       671.36   (+/-2cm)    2202.6    (feet)  VERTCON   
 DV0989  ___________________________________________________________________
 DV0989  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0989
 DV0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0989
 DV0989.The horizontal coordinates were scaled from a topographic map and have
 DV0989.an estimated accuracy of +/- 6 seconds.
 DV0989
 DV0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0989.The vertical order pertains to the NGVD 29 superseded value.
 DV0989
 DV0989.The geoid height was determined by GEOID03.
 DV0989
 DV0989;                    North         East    Units  Estimated Accuracy
 DV0989;SPC AZ C     -   327,900.      100,490.      MT  (+/- 180 meters Scaled)
 DV0989
 DV0989                          SUPERSEDED SURVEY CONTROL
 DV0989
 DV0989  NGVD 29 (??/??/92)  670.671  (m)         2200.36   (f) ADJ UNCH    2 0
 DV0989
 DV0989.Superseded values are not recommended for survey control.
 DV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0989.See file dsdata.txt to determine how the superseded data were derived.
 DV0989
 DV0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC024587(NAD 83)
 DV0989_MARKER: DB = BENCH MARK DISK
 DV0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0989_STAMPING: C 25 1933
 DV0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0989+STABILITY: SURFACE MOTION
 DV0989
 DV0989  HISTORY     - Date     Condition        Report By
 DV0989  HISTORY     - 1933     MONUMENTED       CGS
 DV0989  HISTORY     - 1955     GOOD             NGS
 DV0989
 DV0989                          STATION DESCRIPTION
 DV0989
 DV0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0989'2.3 MI E FROM AGUILA.
 DV0989'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0989'AGUILA, MARICOPA COUNTY, 125 FEET SOUTH OF MILEPOST 20, 95 FEET SOUTH
 DV0989'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD
 DV0989'DISK, STAMPED C 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0519 ***********************************************************************
 FR0519  DESIGNATION -  C 253
 FR0519  PID         -  FR0519
 FR0519  STATE/COUNTY-  AZ/MOHAVE
 FR0519  USGS QUAD   -  VALENTINE (1980)
 FR0519
 FR0519                         *CURRENT SURVEY CONTROL
 FR0519  ___________________________________________________________________
 FR0519* NAD 83(1986)-  35 23 48.     (N)    113 44 30.     (W)     SCALED    
 FR0519* NAVD 88     -      1060.256  (meters)    3478.52   (feet)  ADJUSTED  
 FR0519  ___________________________________________________________________
 FR0519  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FR0519  DYNAMIC HT  -        1058.990 (meters)    3474.37  (feet)  COMP
 FR0519  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FR0519
 FR0519  VERT ORDER  -  FIRST     CLASS I
 FR0519
 FR0519.The horizontal coordinates were scaled from a topographic map and have
 FR0519.an estimated accuracy of +/- 6 seconds.
 FR0519
 FR0519.The orthometric height was determined by differential leveling
 FR0519.and adjusted by the National Geodetic Survey in June 1991..
 FR0519
 FR0519.The geoid height was determined by GEOID03.
 FR0519
 FR0519.The dynamic height is computed by dividing the NAVD 88
 FR0519.geopotential number by the normal gravity value computed on the
 FR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0519.degrees latitude (g = 980.6199 gals.).
 FR0519
 FR0519.The modeled gravity was interpolated from observed gravity values.
 FR0519
 FR0519;                    North         East    Units  Estimated Accuracy
 FR0519;SPC AZ W     -   487,590.      214,120.      MT  (+/- 180 meters Scaled)
 FR0519
 FR0519                          SUPERSEDED SURVEY CONTROL
 FR0519
 FR0519  NGVD 29 (??/??/92) 1059.450  (m)         3475.88   (f) ADJ UNCH    1 1
 FR0519
 FR0519.Superseded values are not recommended for survey control.
 FR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0519.See file dsdata.txt to determine how the superseded data were derived.
 FR0519
 FR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE510204(NAD 83)
 FR0519_MARKER: DB = BENCH MARK DISK
 FR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0519_STAMPING: C 253 1940
 FR0519_MARK LOGO: CGS   
 FR0519_PROJECTION: PROJECTING 20 CENTIMETERS
 FR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0519+STABILITY: SURFACE MOTION
 FR0519
 FR0519  HISTORY     - Date     Condition        Report By
 FR0519  HISTORY     - 1940     MONUMENTED       CGS
 FR0519  HISTORY     - 1982     GOOD             NGS
 FR0519
 FR0519                          STATION DESCRIPTION
 FR0519
 FR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FR0519'2.3 MI N FROM HACKBERRY.
 FR0519'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0519'HACKBERRY, PROCEED NORTHWARD ALONG ROAD TO PIERCES FERRY, GO 2.3
 FR0519'MILES.  BENCH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE INTERSECTION OF
 FR0519'THE ROAD TO PIERCES FERRY WITH U. S. HIGHWAY NO. 66 (INTERSECTION IS
 FR0519'NEAR RAILROAD MILEPOST NO. 491).  170 FEET NORTHWEST OF CURVE IN THE
 FR0519'ROAD. 18 FEET NORTH OF THE CENTER LINE OF THE ROAD. 3.0 FEET SOUTH OF
 FR0519'A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 FR0519'0.6 FOOT.
 FR0519
 FR0519                          STATION RECOVERY (1982)
 FR0519
 FR0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0519'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0519'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.6 KM (0.4 MILE)
 FR0519'NORTHEAST ALONG A DIRT ROAD, 0.05 KM (0.1 MILE) NORTH OF A COVERED
 FR0519'AQUEDUCT, 5.5 METERS (18.0 FEET) NORTH OF THE CENTERLINE OF THE ROAD,
 FR0519'20.9 METERS (68.5 FEET) WEST OF A POWER LINE RUNNING NORTH AND SOUTH.
 FR0519'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0541 ***********************************************************************
 ET0541  DESIGNATION -  C 255
 ET0541  PID         -  ET0541
 ET0541  STATE/COUNTY-  AZ/YAVAPAI
 ET0541  USGS QUAD   -  SULLIVAN BUTTES (1979)
 ET0541
 ET0541                         *CURRENT SURVEY CONTROL
 ET0541  ___________________________________________________________________
 ET0541* NAD 83(1986)-  34 46 49.     (N)    112 37 24.     (W)     SCALED    
 ET0541* NAVD 88     -      1431.853  (meters)    4697.67   (feet)  POSTED    
 ET0541  ___________________________________________________________________
 ET0541  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0541  DYNAMIC HT  -        1429.970 (meters)    4691.49  (feet)  COMP
 ET0541  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 ET0541
 ET0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0541
 ET0541.The horizontal coordinates were scaled from a topographic map and have
 ET0541.an estimated accuracy of +/- 6 seconds.
 ET0541
 ET0541.The orthometric height was determined by differential leveling
 ET0541.and adjusted by the National Geodetic Survey in November 2005..
 ET0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0541.rate of 0.0 thru 1.0 mm/km.
 ET0541
 ET0541.The geoid height was determined by GEOID03.
 ET0541
 ET0541.The dynamic height is computed by dividing the NAVD 88
 ET0541.geopotential number by the normal gravity value computed on the
 ET0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0541.degrees latitude (g = 980.6199 gals.).
 ET0541
 ET0541.The modeled gravity was interpolated from observed gravity values.
 ET0541
 ET0541;                    North         East    Units  Estimated Accuracy
 ET0541;SPC AZ C     -   419,430.      148,680.      MT  (+/- 180 meters Scaled)
 ET0541
 ET0541                          SUPERSEDED SURVEY CONTROL
 ET0541
 ET0541  NGVD 29 (??/??/92) 1431.042  (m)         4695.01   (f) ADJ UNCH    2 0
 ET0541
 ET0541.Superseded values are not recommended for survey control.
 ET0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0541.See file dsdata.txt to determine how the superseded data were derived.
 ET0541
 ET0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD514498(NAD 83)
 ET0541_MARKER: DB = BENCH MARK DISK
 ET0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0541_STAMPING: C 255 1941
 ET0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0541+STABILITY: SURFACE MOTION
 ET0541
 ET0541  HISTORY     - Date     Condition        Report By
 ET0541  HISTORY     - 1941     MONUMENTED       CGS
 ET0541  HISTORY     - 1974     GOOD             USGS
 ET0541
 ET0541                          STATION DESCRIPTION
 ET0541
 ET0541'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0541'2.9 MI S FROM SIMMONS.
 ET0541'ABOUT 2.9 MILES SOUTH ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE
 ET0541'OVER WILLIAMSON VALLEY WASH AT SIMMONS (SITE), 0.3 MILE NORTH OF A
 ET0541'ROAD INTERSECTION, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 ET0541'EAST OF A FENCE, 2.5 FEET BELOW THE ROAD.  A STANDARD C AND GS DISK
 ET0541'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND AND
 ET0541'STAMPED C 255 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0604 ***********************************************************************
 GR0604  DESIGNATION -  C 256
 GR0604  PID         -  GR0604
 GR0604  STATE/COUNTY-  AZ/MOHAVE
 GR0604  USGS QUAD   -  HOOVER DAM (1997)
 GR0604
 GR0604                         *CURRENT SURVEY CONTROL
 GR0604  ___________________________________________________________________
 GR0604* NAD 83(1986)-  36 00 01.     (N)    114 43 21.     (W)     SCALED    
 GR0604* NAVD 88     -       396.991  (meters)    1302.46   (feet)  POSTED    
 GR0604  ___________________________________________________________________
 GR0604  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0604  DYNAMIC HT  -         396.600 (meters)    1301.18  (feet)  COMP
 GR0604  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 GR0604
 GR0604  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0604
 GR0604.The horizontal coordinates were scaled from a topographic map and have
 GR0604.an estimated accuracy of +/- 6 seconds.
 GR0604
 GR0604.The orthometric height was determined by differential leveling
 GR0604.and adjusted by the National Geodetic Survey in 1992..
 GR0604.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0604.rate greater than 8.0 mm/km.
 GR0604
 GR0604.The geoid height was determined by GEOID03.
 GR0604
 GR0604.The dynamic height is computed by dividing the NAVD 88
 GR0604.geopotential number by the normal gravity value computed on the
 GR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0604.degrees latitude (g = 980.6199 gals.).
 GR0604
 GR0604.The modeled gravity was interpolated from observed gravity values.
 GR0604
 GR0604;                    North         East    Units  Estimated Accuracy
 GR0604;SPC AZ W     -   555,000.      125,680.      MT  (+/- 180 meters Scaled)
 GR0604
 GR0604                          SUPERSEDED SURVEY CONTROL
 GR0604
 GR0604  NGVD 29 (??/??/92)  396.29   (m)         1300.2    (f) COMPUTED    1 1
 GR0604
 GR0604.Superseded values are not recommended for survey control.
 GR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0604.See file dsdata.txt to determine how the superseded data were derived.
 GR0604
 GR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV052863(NAD 83)
 GR0604_MARKER: DB = BENCH MARK DISK
 GR0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0604_SP_SET: CULVERT
 GR0604_STAMPING: C 256 1940
 GR0604_MARK LOGO: CGS   
 GR0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0604
 GR0604  HISTORY     - Date     Condition        Report By
 GR0604  HISTORY     - 1940     MONUMENTED       CGS
 GR0604  HISTORY     - 1963     GOOD             NGS
 GR0604  HISTORY     - 1979     GOOD             USGS
 GR0604  HISTORY     - 1981     GOOD             NGS
 GR0604
 GR0604                          STATION DESCRIPTION
 GR0604
 GR0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0604'1.9 MI SE FROM HOOVER DAM.
 GR0604'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE SOUTHEAST (ARIZONA)
 GR0604'END OF HOOVER DAM, 65 1/2 FEET WEST OF MILEPOST 2, IN THE TOP OF THE
 GR0604'WEST END OF THE SOUTH HEAD WALL OF A 10- BY 10-FOOT CONCRETE BOX
 GR0604'CULVERT, 23.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GR0604'10 FEET LOWER THAN THE HIGHWAY.
 GR0604
 GR0604                          STATION RECOVERY (1979)
 GR0604
 GR0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0604'1.9 MILES SE ALONG U S HIGHWAY 93 FROM THE SE (ARIZONA) END OF HOOVER
 GR0604'DAM. 24 FEET SOUTH OF THE CENTERLINE OF ABANDONED HIGHWAY. A STANDARD
 GR0604'USC AND GS TABLET STAMPED C 256 1940 AND SET IN THE TOP OF THE WEST
 GR0604'END OF THE SOUTH HEADWALL OF A 10 X 10 FOOT CONCRETE BOX CULVERT,
 GR0604'ABOUT 10 FEET LOWER THAN OLD ROAD.
 GR0604
 GR0604                          STATION RECOVERY (1981)
 GR0604
 GR0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0260 ***********************************************************************
 FR0260  DESIGNATION -  C 257
 FR0260  PID         -  FR0260
 FR0260  STATE/COUNTY-  AZ/YAVAPAI
 FR0260  USGS QUAD   -  PURCELL CANYON (1973)
 FR0260
 FR0260                         *CURRENT SURVEY CONTROL
 FR0260  ___________________________________________________________________
 FR0260* NAD 83(1986)-  35 11 30.     (N)    112 53 30.     (W)     SCALED    
 FR0260* NAVD 88     -      1507.20   (+/-2cm)    4944.9    (feet)  VERTCON   
 FR0260  ___________________________________________________________________
 FR0260  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0260
 FR0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0260
 FR0260.The horizontal coordinates were scaled from a topographic map and have
 FR0260.an estimated accuracy of +/- 6 seconds.
 FR0260
 FR0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0260.The vertical order pertains to the NGVD 29 superseded value.
 FR0260
 FR0260.The geoid height was determined by GEOID03.
 FR0260
 FR0260;                    North         East    Units  Estimated Accuracy
 FR0260;SPC AZ C     -   465,270.      124,570.      MT  (+/- 180 meters Scaled)
 FR0260
 FR0260                          SUPERSEDED SURVEY CONTROL
 FR0260
 FR0260  NGVD 29 (??/??/92) 1506.320  (m)         4941.98   (f) ADJ UNCH    2 0
 FR0260
 FR0260.Superseded values are not recommended for survey control.
 FR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0260.See file dsdata.txt to determine how the superseded data were derived.
 FR0260
 FR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD277959(NAD 83)
 FR0260_MARKER: DB = BENCH MARK DISK
 FR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0260_STAMPING: C 257 1941
 FR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0260+STABILITY: SURFACE MOTION
 FR0260
 FR0260  HISTORY     - Date     Condition        Report By
 FR0260  HISTORY     - 1941     MONUMENTED       CGS
 FR0260
 FR0260                          STATION DESCRIPTION
 FR0260
 FR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0260'0.9 MI E FROM SELIGMAN.
 FR0260'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0260'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 9.7
 FR0260'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.1 MILE
 FR0260'SOUTH OF THE CROSSING OF A WASH, AT THE INTERSECTION OF A ROAD LEADING
 FR0260'SOUTHEAST TO THE OO RANCH, ABOUT 65 FEET SOUTH OF THE CENTER OF THE
 FR0260'INTERSECTION, AND 3 FEET NORTHWEST OF A WOODEN WITNESS POST. A
 FR0260'STANDARD DISK, STAMPED C 257 1941 AND SET IN THE TOP OF A CONCRETE
 FR0260'POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0504 ***********************************************************************
 DA0504  DESIGNATION -  C 258
 DA0504  PID         -  DA0504
 DA0504  STATE/COUNTY-  AZ/MARICOPA
 DA0504  USGS QUAD   -  GILA BEND (1973)
 DA0504
 DA0504                         *CURRENT SURVEY CONTROL
 DA0504  ___________________________________________________________________
 DA0504* NAD 83(1986)-  32 53 01.     (N)    112 43 22.     (W)     SCALED    
 DA0504* NAVD 88     -       260.94   (+/-2cm)     856.1    (feet)  VERTCON   
 DA0504  ___________________________________________________________________
 DA0504  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0504
 DA0504  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0504
 DA0504.The horizontal coordinates were scaled from a topographic map and have
 DA0504.an estimated accuracy of +/- 6 seconds.
 DA0504
 DA0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0504.The vertical order pertains to the NGVD 29 superseded value.
 DA0504
 DA0504.The geoid height was determined by GEOID03.
 DA0504
 DA0504;                    North         East    Units  Estimated Accuracy
 DA0504;SPC AZ C     -   209,130.      137,930.      MT  (+/- 180 meters Scaled)
 DA0504
 DA0504                          SUPERSEDED SURVEY CONTROL
 DA0504
 DA0504  NGVD 29 (??/??/92)  260.339  (m)          854.13   (f) ADJ UNCH    1 2
 DA0504
 DA0504.Superseded values are not recommended for survey control.
 DA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0504.See file dsdata.txt to determine how the superseded data were derived.
 DA0504
 DA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB388397(NAD 83)
 DA0504_MARKER: DB = BENCH MARK DISK
 DA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0504_STAMPING: C 258 1945
 DA0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0504+STABILITY: SURFACE MOTION
 DA0504
 DA0504  HISTORY     - Date     Condition        Report By
 DA0504  HISTORY     - 1945     MONUMENTED       CGS
 DA0504  HISTORY     - 1953     GOOD             NGS
 DA0504  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0504
 DA0504                          STATION DESCRIPTION
 DA0504
 DA0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0504'5.4 MI S FROM GILA BEND.
 DA0504'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0504'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTHEAST
 DA0504'ALONG A PAVED ROAD, AT GILA BEND AIR FORCE BASE, 387 FEET SOUTHEAST OF
 DA0504'THE EAST STEEL LEG OF THE CONTROL TOWER, 247 FEET SOUTHEAST OF THE
 DA0504'EAST CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION COMMUNICATION
 DA0504'STATION, 203.6 FEET NORTH OF THE NORTHWEST STEEL LEG OF THE BEACON
 DA0504'TOWER, 156.3 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE AROUND A
 DA0504'POWER SUB-STATION, 87.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DA0504'CONCRETE APRON, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0504'RUNWAY, FLUSH WITH THE PAVEMENT, AND SET IN THE TOP OF A CONCRETE
 DA0504'POST.
 DA0504
 DA0504                          STATION RECOVERY (1973)
 DA0504
 DA0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0413 ***********************************************************************
 ET0413  DESIGNATION -  C 26
 ET0413  PID         -  ET0413
 ET0413  STATE/COUNTY-  AZ/YAVAPAI
 ET0413  USGS QUAD   -  DATE (1969)
 ET0413
 ET0413                         *CURRENT SURVEY CONTROL
 ET0413  ___________________________________________________________________
 ET0413* NAD 83(1986)-  34 17 19.     (N)    112 54 20.     (W)     SCALED    
 ET0413* NAVD 88     -      1018.485  (meters)    3341.48   (feet)  POSTED    
 ET0413  ___________________________________________________________________
 ET0413  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 ET0413  DYNAMIC HT  -        1017.190 (meters)    3337.23  (feet)  COMP
 ET0413  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 ET0413
 ET0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0413
 ET0413.The horizontal coordinates were scaled from a topographic map and have
 ET0413.an estimated accuracy of +/- 6 seconds.
 ET0413
 ET0413.The orthometric height was determined by differential leveling
 ET0413.and adjusted by the National Geodetic Survey in November 2005..
 ET0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0413.rate of 1.1 thru 2.0 mm/km.
 ET0413
 ET0413.The geoid height was determined by GEOID03.
 ET0413
 ET0413.The dynamic height is computed by dividing the NAVD 88
 ET0413.geopotential number by the normal gravity value computed on the
 ET0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0413.degrees latitude (g = 980.6199 gals.).
 ET0413
 ET0413.The modeled gravity was interpolated from observed gravity values.
 ET0413
 ET0413;                    North         East    Units  Estimated Accuracy
 ET0413;SPC AZ C     -   365,110.      122,320.      MT  (+/- 180 meters Scaled)
 ET0413
 ET0413                          SUPERSEDED SURVEY CONTROL
 ET0413
 ET0413  NGVD 29 (??/??/92) 1017.771  (m)         3339.14   (f) ADJ UNCH    2 0
 ET0413
 ET0413.Superseded values are not recommended for survey control.
 ET0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0413.See file dsdata.txt to determine how the superseded data were derived.
 ET0413
 ET0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246958(NAD 83)
 ET0413_MARKER: DB = BENCH MARK DISK
 ET0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0413_SP_SET: CULVERT
 ET0413_STAMPING: C 26 1933
 ET0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0413
 ET0413  HISTORY     - Date     Condition        Report By
 ET0413  HISTORY     - 1933     MONUMENTED       CGS
 ET0413
 ET0413                          STATION DESCRIPTION
 ET0413
 ET0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0413'2.1 MI S FROM DATE.
 ET0413'ON A.T. AND S.F. RIGHT OF WAY, 1.6 MILES SOUTH OF PUMP HOUSE AT DATE,
 ET0413'0.16 MILES NORTH OF MILEPOST 112, ON TOP OF EASTERLY CONCRETE HEADWALL
 ET0413'OF RAILROAD CULVERT NO. D-112.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0173 ***********************************************************************
 CG0173  DESIGNATION -  C 260
 CG0173  PID         -  CG0173
 CG0173  STATE/COUNTY-  AZ/COCHISE
 CG0173  USGS QUAD   -  HEREFORD (1983)
 CG0173
 CG0173                         *CURRENT SURVEY CONTROL
 CG0173  ___________________________________________________________________
 CG0173* NAD 83(1986)-  31 27 40.     (N)    110 06 09.     (W)     SCALED    
 CG0173* NAVD 88     -      1263.67   (+/-2cm)    4145.9    (feet)  VERTCON   
 CG0173  ___________________________________________________________________
 CG0173  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0173
 CG0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0173
 CG0173.The horizontal coordinates were scaled from a topographic map and have
 CG0173.an estimated accuracy of +/- 6 seconds.
 CG0173
 CG0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0173.The vertical order pertains to the NGVD 29 superseded value.
 CG0173
 CG0173.The geoid height was determined by GEOID03.
 CG0173
 CG0173;                    North         East    Units  Estimated Accuracy
 CG0173;SPC AZ E     -    51,120.      219,460.      MT  (+/- 180 meters Scaled)
 CG0173
 CG0173                          SUPERSEDED SURVEY CONTROL
 CG0173
 CG0173  NGVD 29 (??/??/92) 1262.817  (m)         4143.09   (f) ADJ UNCH    2 0
 CG0173
 CG0173.Superseded values are not recommended for survey control.
 CG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0173.See file dsdata.txt to determine how the superseded data were derived.
 CG0173
 CG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV852810(NAD 83)
 CG0173_MARKER: DB = BENCH MARK DISK
 CG0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0173_SP_SET: FOUNDATION
 CG0173_STAMPING: C 260 1945
 CG0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0173
 CG0173  HISTORY     - Date     Condition        Report By
 CG0173  HISTORY     - 1945     MONUMENTED       CGS
 CG0173
 CG0173                          STATION DESCRIPTION
 CG0173
 CG0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0173'1.6 MI N FROM HEREFORD.
 CG0173'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0173'STATION AT HEREFORD, COCHISE COUNTY, 0.4 MILE SOUTH OF MILEPOST 1067,
 CG0173'0.35 MILE SOUTH OF BRIDGE 1067.02, AT BLOCK SIGNAL 1067.4, IN THE TOP
 CG0173'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 6.3 FEET WEST OF
 CG0173'THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 CG0173'STAMPED C 260 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0180 ***********************************************************************
 CG0180  DESIGNATION -  C 261
 CG0180  PID         -  CG0180
 CG0180  STATE/COUNTY-  AZ/COCHISE
 CG0180  USGS QUAD   -  NICKSVILLE (1983)
 CG0180
 CG0180                         *CURRENT SURVEY CONTROL
 CG0180  ___________________________________________________________________
 CG0180* NAD 83(1986)-  31 24 58.     (N)    110 07 45.     (W)     SCALED    
 CG0180* NAVD 88     -      1304.20   (+/-2cm)    4278.9    (feet)  VERTCON   
 CG0180  ___________________________________________________________________
 CG0180  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0180
 CG0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0180
 CG0180.The horizontal coordinates were scaled from a topographic map and have
 CG0180.an estimated accuracy of +/- 6 seconds.
 CG0180
 CG0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0180.The vertical order pertains to the NGVD 29 superseded value.
 CG0180
 CG0180.The geoid height was determined by GEOID03.
 CG0180
 CG0180;                    North         East    Units  Estimated Accuracy
 CG0180;SPC AZ E     -    46,130.      216,930.      MT  (+/- 180 meters Scaled)
 CG0180
 CG0180                          SUPERSEDED SURVEY CONTROL
 CG0180
 CG0180  NGVD 29 (??/??/92) 1303.335  (m)         4276.02   (f) ADJ UNCH    2 0
 CG0180
 CG0180.Superseded values are not recommended for survey control.
 CG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0180.See file dsdata.txt to determine how the superseded data were derived.
 CG0180
 CG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV827760(NAD 83)
 CG0180_MARKER: DB = BENCH MARK DISK
 CG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0180_STAMPING: C 261 1945
 CG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0180+STABILITY: SURFACE MOTION
 CG0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0180+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 CG0180
 CG0180  HISTORY     - Date     Condition        Report By
 CG0180  HISTORY     - 1945     MONUMENTED       CGS
 CG0180  HISTORY     - 20010419 GOOD             NGS
 CG0180  HISTORY     - 20050512 GOOD             NGS
 CG0180
 CG0180                          STATION DESCRIPTION
 CG0180
 CG0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0180'IN HEREFORD AAF.
 CG0180'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, AT THE WEST SIDE OF THE
 CG0180'CONTROL TOWER, 8.3 FEET SOUTH OF THE NORTHWEST LEG, 10.2 FEET NORTH OF
 CG0180'THE SOUTHWEST LEG, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 CG0180'A STANDARD DISK, STAMPED C 261 1945 AND SET IN THE TOP OF A CONCRETE
 CG0180'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 CG0180
 CG0180                          STATION RECOVERY (2001)
 CG0180
 CG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0180'AIR FIELD IS NOW THE, MOSTLY ABANDONED, HEREFORD AIRPORT.  TOWER IS
 CG0180'GONE, BUT CONCRETE PADS FOR LEGS REMAIN.  STATION IS ABOUT 12 FEET WNW
 CG0180'OF 4 FOOT BY 4 FOOT CONCRETE PAD (FORMER STAIRWELL BASE) AND ABOUT 50
 CG0180'YARDS EAST OF SE CORNER OF APRON AND AMID SCATTERED TALL BUSHES AND
 CG0180'UNDER EDGE OF ONE BUSH.
 CG0180
 CG0180                          STATION RECOVERY (2005)
 CG0180
 CG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG0180'MARK IS 0.5 M SOUTH OF (NO LONGER WHITE) CEDAR POST AND 0.5 M WEST OF
 CG0180'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0578 ***********************************************************************
 CY0578  DESIGNATION -  C 262
 CY0578  PID         -  CY0578
 CY0578  STATE/COUNTY-  AZ/GRAHAM
 CY0578  USGS QUAD   -  SAFFORD (1985)
 CY0578
 CY0578                         *CURRENT SURVEY CONTROL
 CY0578  ___________________________________________________________________
 CY0578* NAD 83(1986)-  32 49 50.     (N)    109 37 56.     (W)     SCALED    
 CY0578* NAVD 88     -       902.180  (meters)    2959.90   (feet)  ADJUSTED  
 CY0578  ___________________________________________________________________
 CY0578  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0578  DYNAMIC HT  -         900.924 (meters)    2955.78  (feet)  COMP
 CY0578  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 CY0578
 CY0578  VERT ORDER  -  SECOND    CLASS 0
 CY0578
 CY0578.The horizontal coordinates were scaled from a topographic map and have
 CY0578.an estimated accuracy of +/- 6 seconds.
 CY0578
 CY0578.The orthometric height was determined by differential leveling
 CY0578.and adjusted by the National Geodetic Survey in June 1991..
 CY0578
 CY0578.The geoid height was determined by GEOID03.
 CY0578
 CY0578.The dynamic height is computed by dividing the NAVD 88
 CY0578.geopotential number by the normal gravity value computed on the
 CY0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0578.degrees latitude (g = 980.6199 gals.).
 CY0578
 CY0578.The modeled gravity was interpolated from observed gravity values.
 CY0578
 CY0578;                    North         East    Units  Estimated Accuracy
 CY0578;SPC AZ E     -   203,090.      263,400.      MT  (+/- 180 meters Scaled)
 CY0578
 CY0578                          SUPERSEDED SURVEY CONTROL
 CY0578
 CY0578  NGVD 29 (??/??/92)  901.600  (m)         2958.00   (f) ADJ UNCH    2 0
 CY0578
 CY0578.Superseded values are not recommended for survey control.
 CY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0578.See file dsdata.txt to determine how the superseded data were derived.
 CY0578
 CY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB280333(NAD 83)
 CY0578_MARKER: DB = BENCH MARK DISK
 CY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0578_STAMPING: C 262 1945
 CY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0578+STABILITY: SURFACE MOTION
 CY0578
 CY0578  HISTORY     - Date     Condition        Report By
 CY0578  HISTORY     - 1945     MONUMENTED       CGS
 CY0578  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0578
 CY0578                          STATION DESCRIPTION
 CY0578
 CY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0578'1.1 MI N FROM SOLOMON.
 CY0578'1.1 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SOLOMON,
 CY0578'ABOUT 0.2 MILE NORTH OF THE GILA RIVER, 0.3 MILE SOUTH OF A WHITE
 CY0578'RANCH HOUSE, AT A Y ROAD, 22 FEET EAST OF CENTER-LINE OF THE MAIN
 CY0578'ROAD, 2.2 FEET WEST OF THE FENCE, 1.4 FEET NORTH OF REFERENCE POST.
 CY0578'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 CY0578'FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 CY0578
 CY0578                          STATION RECOVERY (1958)
 CY0578
 CY0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1074 ***********************************************************************
 DV1074  DESIGNATION -  C 263
 DV1074  PID         -  DV1074
 DV1074  STATE/COUNTY-  AZ/MARICOPA
 DV1074  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1074
 DV1074                         *CURRENT SURVEY CONTROL
 DV1074  ___________________________________________________________________
 DV1074* NAD 83(1986)-  33 29 38.     (N)    113 02 23.     (W)     SCALED    
 DV1074* NAVD 88     -       374.784  (meters)    1229.60   (feet)  ADJUSTED  
 DV1074  ___________________________________________________________________
 DV1074  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1074  DYNAMIC HT  -         374.354 (meters)    1228.19  (feet)  COMP
 DV1074  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV1074
 DV1074  VERT ORDER  -  FIRST     CLASS II
 DV1074
 DV1074.The horizontal coordinates were scaled from a topographic map and have
 DV1074.an estimated accuracy of +/- 6 seconds.
 DV1074
 DV1074.The orthometric height was determined by differential leveling
 DV1074.and adjusted by the National Geodetic Survey in June 1991..
 DV1074
 DV1074.The geoid height was determined by GEOID03.
 DV1074
 DV1074.The dynamic height is computed by dividing the NAVD 88
 DV1074.geopotential number by the normal gravity value computed on the
 DV1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1074.degrees latitude (g = 980.6199 gals.).
 DV1074
 DV1074.The modeled gravity was interpolated from observed gravity values.
 DV1074
 DV1074;                    North         East    Units  Estimated Accuracy
 DV1074;SPC AZ C     -   277,090.      109,000.      MT  (+/- 180 meters Scaled)
 DV1074
 DV1074                          SUPERSEDED SURVEY CONTROL
 DV1074
 DV1074  NGVD 29 (??/??/92)  374.131  (m)         1227.46   (f) ADJ UNCH    1 2
 DV1074
 DV1074.Superseded values are not recommended for survey control.
 DV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1074.See file dsdata.txt to determine how the superseded data were derived.
 DV1074
 DV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC105079(NAD 83)
 DV1074_MARKER: DB = BENCH MARK DISK
 DV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1074_STAMPING: C 263 1947
 DV1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1074+STABILITY: SURFACE MOTION
 DV1074
 DV1074  HISTORY     - Date     Condition        Report By
 DV1074  HISTORY     - 1947     MONUMENTED       CGS
 DV1074  HISTORY     - 1967     GOOD             NGS
 DV1074  HISTORY     - 1981     GOOD             NGS
 DV1074
 DV1074                          STATION DESCRIPTION
 DV1074
 DV1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1074'5.75 MI W FROM TONOPAH.
 DV1074'ABOUT 5.75 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1074'TONOPAH, IN SECTION 24, T 2 N, R 8 W, 0.15 MILE EAST OF A JUNCTION OF
 DV1074'THE ROAD AND A TRAIL ROAD LEADING NORTH, 37 FEET NORTH OF THE CENTER
 DV1074'LINE OF THE ROAD, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2
 DV1074'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV1074'POST PROJECTING 1 INCH.
 DV1074
 DV1074                          STATION RECOVERY (1981)
 DV1074
 DV1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0725 ***********************************************************************
 DV0725  DESIGNATION -  C 264
 DV0725  PID         -  DV0725
 DV0725  STATE/COUNTY-  AZ/MARICOPA
 DV0725  USGS QUAD   -  BUCKEYE NW (1982)
 DV0725
 DV0725                         *CURRENT SURVEY CONTROL
 DV0725  ___________________________________________________________________
 DV0725* NAD 83(1986)-  33 26 44.     (N)    112 40 39.     (W)     SCALED    
 DV0725* NAVD 88     -       331.03   (+/-2cm)    1086.1    (feet)  VERTCON   
 DV0725  ___________________________________________________________________
 DV0725  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0725
 DV0725  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0725
 DV0725.The horizontal coordinates were scaled from a topographic map and have
 DV0725.an estimated accuracy of +/- 6 seconds.
 DV0725
 DV0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0725.The vertical order pertains to the NGVD 29 superseded value.
 DV0725
 DV0725.The geoid height was determined by GEOID03.
 DV0725
 DV0725;                    North         East    Units  Estimated Accuracy
 DV0725;SPC AZ C     -   271,420.      142,620.      MT  (+/- 180 meters Scaled)
 DV0725
 DV0725                          SUPERSEDED SURVEY CONTROL
 DV0725
 DV0725  NGVD 29 (??/??/92)  330.383  (m)         1083.93   (f) ADJ UNCH    1 2
 DV0725
 DV0725.Superseded values are not recommended for survey control.
 DV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0725.See file dsdata.txt to determine how the superseded data were derived.
 DV0725
 DV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440019(NAD 83)
 DV0725_MARKER: DB = BENCH MARK DISK
 DV0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0725_STAMPING: C 264 1947
 DV0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0725+STABILITY: SURFACE MOTION
 DV0725
 DV0725  HISTORY     - Date     Condition        Report By
 DV0725  HISTORY     - 1947     MONUMENTED       CGS
 DV0725  HISTORY     - 1962     GOOD             NGS
 DV0725  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0725
 DV0725                          STATION DESCRIPTION
 DV0725
 DV0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0725'11.4 MI NW FROM BUCKEYE.
 DV0725'MAY ALSO BE REACHED FROM THE VALLEY NATIONAL BANK AT BUCKEYE BY GOING
 DV0725'0.2 MILE WEST ALONG U.S. HIGHWAY 80, THENCE 4.5 MILES NORTH ALONG
 DV0725'MILLER ROAD, THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 1.2
 DV0725'MILE SOUTH ALONG A GRAVEL ROAD LEADING TO LUKE NO. 5 AIRPORT, 40.2
 DV0725'FEET WEST OF THE CENTER OF THE ROAD, 4.0 FEET NORTHEAST OF A WHITE
 DV0725'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DV0725'CONCRETE POST PROJECTING 4 INCHES.
 DV0725
 DV0725                          STATION RECOVERY (1981)
 DV0725
 DV0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0725'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0550 ***********************************************************************
 DV0550  DESIGNATION -  C 265
 DV0550  PID         -  DV0550
 DV0550  STATE/COUNTY-  AZ/MARICOPA
 DV0550  USGS QUAD   -  PERRYVILLE (1982)
 DV0550
 DV0550                         *CURRENT SURVEY CONTROL
 DV0550  ___________________________________________________________________
 DV0550* NAD 83(1986)-  33 28 45.     (N)    112 27 41.     (W)     SCALED    
 DV0550* NAVD 88     -       330.98   (+/-2cm)    1085.9    (feet)  VERTCON   
 DV0550  ___________________________________________________________________
 DV0550  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV0550
 DV0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0550
 DV0550.The horizontal coordinates were scaled from a topographic map and have
 DV0550.an estimated accuracy of +/- 6 seconds.
 DV0550
 DV0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0550.The vertical order pertains to the NGVD 29 superseded value.
 DV0550
 DV0550.The geoid height was determined by GEOID03.
 DV0550
 DV0550;                    North         East    Units  Estimated Accuracy
 DV0550;SPC AZ C     -   275,020.      162,740.      MT  (+/- 180 meters Scaled)
 DV0550
 DV0550                          SUPERSEDED SURVEY CONTROL
 DV0550
 DV0550  NGVD 29 (??/??/92)  330.414  (m)         1084.03   (f) ADJ UNCH    1 2
 DV0550
 DV0550.Superseded values are not recommended for survey control.
 DV0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0550.See file dsdata.txt to determine how the superseded data were derived.
 DV0550
 DV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642053(NAD 83)
 DV0550_MARKER: DB = BENCH MARK DISK
 DV0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0550_STAMPING: C 265 1948
 DV0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0550+STABILITY: SURFACE MOTION
 DV0550
 DV0550  HISTORY     - Date     Condition        Report By
 DV0550  HISTORY     - 1948     MONUMENTED       CGS
 DV0550  HISTORY     - 1967     GOOD             NGS
 DV0550  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0550
 DV0550                          STATION DESCRIPTION
 DV0550
 DV0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0550'9.0 MI NW FROM GOODYEAR.
 DV0550'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0550'THENCE 3.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 28, T 2 N, R 2 W,
 DV0550'1.0 MILE NORTH OF THE INTERSECTION OF PERRYVILLE ROAD AND MCDOWELL
 DV0550'ROAD 31 FEET WEST OF THE CENTER LINE OF PERRYVILLE ROAD, 140 FEET
 DV0550'NORTHEAST OF THE NORTHEAST CORNER OF THE MORE EASTERLY OF 2 BRICK
 DV0550'HOUSES, 87 FEET NORTH OF THE CENTER LINE OF A DIRT DRIVEWAY, 75 FEET
 DV0550'WEST AND ACROSS PERRYVILLE ROAD FROM CONTROL BOX NUMBER 15.27, 82 FEET
 DV0550'WEST OF BENCH MARK AZIMUTH MARK, 8 1/2 FEET NORTH OF A POWER POLE
 DV0550'BRACED BY A GUY WIRE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 DV0550'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0550'POST WHICH PROJECTS 3 INCHES.
 DV0550
 DV0550                          STATION RECOVERY (1981)
 DV0550
 DV0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0550'BELIEVED DESTROYED BY ROAD SHOULDER GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0089 ***********************************************************************
 DV0089  DESIGNATION -  C 266
 DV0089  PID         -  DV0089
 DV0089  STATE/COUNTY-  AZ/MARICOPA
 DV0089  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0089
 DV0089                         *CURRENT SURVEY CONTROL
 DV0089  ___________________________________________________________________
 DV0089* NAD 83(1986)-  33 41 48.     (N)    112 24 33.     (W)     SCALED    
 DV0089* NAVD 88     -       414.56   (+/-2cm)    1360.1    (feet)  VERTCON   
 DV0089  ___________________________________________________________________
 DV0089  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0089
 DV0089  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0089
 DV0089.The horizontal coordinates were scaled from a topographic map and have
 DV0089.an estimated accuracy of +/- 6 seconds.
 DV0089
 DV0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0089.The vertical order pertains to the NGVD 29 superseded value.
 DV0089
 DV0089.The geoid height was determined by GEOID03.
 DV0089
 DV0089;                    North         East    Units  Estimated Accuracy
 DV0089;SPC AZ C     -   299,120.      167,700.      MT  (+/- 180 meters Scaled)
 DV0089
 DV0089                          SUPERSEDED SURVEY CONTROL
 DV0089
 DV0089  NGVD 29 (??/??/92)  414.004  (m)         1358.28   (f) ADJ UNCH    1 2
 DV0089
 DV0089.Superseded values are not recommended for survey control.
 DV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0089.See file dsdata.txt to determine how the superseded data were derived.
 DV0089
 DV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC694294(NAD 83)
 DV0089_MARKER: DB = BENCH MARK DISK
 DV0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0089_STAMPING: C 266 1948
 DV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0089+STABILITY: SURFACE MOTION
 DV0089
 DV0089  HISTORY     - Date     Condition        Report By
 DV0089  HISTORY     - 1948     MONUMENTED       CGS
 DV0089
 DV0089                          STATION DESCRIPTION
 DV0089
 DV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0089'2.8 MI NW FROM BEARDSLEY.
 DV0089'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0089'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0089'GRAVEL ROAD, AT THE MAIN ENTRANCE TO LUKE FIELD NO. 2, 64.5 FEET WEST
 DV0089'OF THE CENTER LINE OF THE ROAD, 42.8 FEET NORTH OF THE SOUTHEAST
 DV0089'CORNER OF THE AIRPORT, 32.2 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 DV0089'ENTRANCE, 1.2 FEET EAST OF THE BOUNDARY FENCE, 2.2 FEET SOUTH OF A
 DV0089'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0089'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0206 ***********************************************************************
 DV0206  DESIGNATION -  C 267
 DV0206  PID         -  DV0206
 DV0206  STATE/COUNTY-  AZ/MARICOPA
 DV0206  USGS QUAD   -  GLENDALE (1982)
 DV0206
 DV0206                         *CURRENT SURVEY CONTROL
 DV0206  ___________________________________________________________________
 DV0206* NAD 83(1986)-  33 34 54.     (N)    112 09 05.     (W)     SCALED    
 DV0206* NAVD 88     -       374.52   (+/-2cm)    1228.7    (feet)  VERTCON   
 DV0206  ___________________________________________________________________
 DV0206  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0206
 DV0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0206
 DV0206.The horizontal coordinates were scaled from a topographic map and have
 DV0206.an estimated accuracy of +/- 6 seconds.
 DV0206
 DV0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0206.The vertical order pertains to the NGVD 29 superseded value.
 DV0206
 DV0206.The geoid height was determined by GEOID03.
 DV0206
 DV0206;                    North         East    Units  Estimated Accuracy
 DV0206;SPC AZ C     -   286,280.      191,570.      MT  (+/- 180 meters Scaled)
 DV0206
 DV0206                          SUPERSEDED SURVEY CONTROL
 DV0206
 DV0206  NGVD 29 (??/??/92)  373.972  (m)         1226.94   (f) ADJ UNCH    1 2
 DV0206
 DV0206.Superseded values are not recommended for survey control.
 DV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0206.See file dsdata.txt to determine how the superseded data were derived.
 DV0206
 DV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931163(NAD 83)
 DV0206_MARKER: DB = BENCH MARK DISK
 DV0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0206_SP_SET: CONCRETE HEADWALL
 DV0206_STAMPING: C 267 1948
 DV0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0206
 DV0206  HISTORY     - Date     Condition        Report By
 DV0206  HISTORY     - 1948     MONUMENTED       CGS
 DV0206  HISTORY     - 1959     GOOD             NGS
 DV0206  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0206
 DV0206                          STATION DESCRIPTION
 DV0206
 DV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0206'4.8 MI NE FROM GLENDALE.
 DV0206'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0206'GLENDALE, THENCE 3.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD, AT
 DV0206'THE CROSSING OF THE ARIZONA CANAL, 21.3 FEET EAST OF THE CENTER LINE
 DV0206'OF THE OLD BLACK CANYON ROAD, 9.5 FEET NORTHEAST OF THE SOUTHEAST
 DV0206'CORNER OF THE BRIDGE OVER THE CANAL, SET ON TOP AND AT THE SOUTHEAST
 DV0206'CORNER OF A LARGE CONCRETE HEADWALL OF AN IRRIGATION GATE AND ABOUT
 DV0206'LEVEL WITH THE ROAD.
 DV0206
 DV0206                          STATION RECOVERY (1959)
 DV0206
 DV0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0206'RECOVERED IN GOOD CONDITION.
 DV0206
 DV0206                          STATION RECOVERY (2004)
 DV0206
 DV0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0206'NOT FOUND,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0235 ***********************************************************************
 GQ0235  DESIGNATION -  C 268
 GQ0235  PID         -  GQ0235
 GQ0235  STATE/COUNTY-  AZ/MOHAVE
 GQ0235  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0235
 GQ0235                         *CURRENT SURVEY CONTROL
 GQ0235  ___________________________________________________________________
 GQ0235* NAD 83(1992)-  36 07 38.19568(N)    113 57 31.13608(W)     ADJUSTED  
 GQ0235* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GQ0235  ___________________________________________________________________
 GQ0235  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 GQ0235  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 GQ0235
 GQ0235  HORZ ORDER  -  THIRD
 GQ0235
 GQ0235.The horizontal coordinates were established by classical geodetic methods
 GQ0235.and adjusted by the National Geodetic Survey in August 1993..
 GQ0235
 GQ0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0235
 GQ0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0235
 GQ0235.The geoid height was determined by GEOID03.
 GQ0235
 GQ0235;                    North         East     Units Scale Factor Converg.
 GQ0235;SPC AZ W     -   568,673.228   194,578.960   MT  0.99993768   -0 07 22.9
 GQ0235;SPC AZ W     - 1,865,725.81    638,382.41   iFT  0.99993768   -0 07 22.9
 GQ0235;UTM  12      - 4,002,120.707   233,736.773   MT  1.00047364   -1 44 43.4
 GQ0235;UTM  11      - 4,002,350.746   773,708.117   MT  1.00052319   +1 47 39.3
 GQ0235
 GQ0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0235!SPC AZ W     -   0.99994493  x   0.99993768  =   0.99988262
 GQ0235!UTM  12      -   0.99994493  x   1.00047364  =   1.00041855
 GQ0235!UTM  11      -   0.99994493  x   1.00052319  =   1.00046809
 GQ0235
 GQ0235:                Primary Azimuth Mark                     Grid Az
 GQ0235:SPC AZ W     -  A 109                                    028 59 37.2
 GQ0235:UTM  12      -  A 109                                    030 36 57.7
 GQ0235:UTM  11      -  A 109                                    027 04 35.0
 GQ0235
 GQ0235|---------------------------------------------------------------------|
 GQ0235| PID    Reference Object                     Distance      Geod. Az  |
 GQ0235|                                                           dddmmss.s |
 GQ0235| GQ0220 A 109                               APPROX. 0.9 KM 0285214.3 |
 GQ0235| GQ0222 A 111                               367.059 METERS 07357     |
 GQ0235|---------------------------------------------------------------------|
 GQ0235
 GQ0235                          SUPERSEDED SURVEY CONTROL
 GQ0235
 GQ0235  NAD 83(1986)-  36 07 38.18680(N)    113 57 31.13453(W) AD(       ) 3
 GQ0235  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GQ0235
 GQ0235.Superseded values are not recommended for survey control.
 GQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0235.See file dsdata.txt to determine how the superseded data were derived.
 GQ0235
 GQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3373702121(NAD 83)
 GQ0235_MARKER: H = DRILL HOLE
 GQ0235_SETTING: 80 = SET IN A BOULDER
 GQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0235+STABILITY: SURFACE MOTION
 GQ0235
 GQ0235  HISTORY     - Date     Condition        Report By
 GQ0235  HISTORY     - 1948     MONUMENTED       USGS
 GQ0235
 GQ0235                          STATION DESCRIPTION
 GQ0235
 GQ0235'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0235'LOCATED ABOUT 2.5 MI E. OF PIERCE FERRY LANDING.  ON SOUTH SIDE OF
 GQ0235'LAKE, ON TOP OF SMALL ISLAND, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GQ0235'
 GQ0235'TO REACH NOT GIVEN.
 GQ0235'
 GQ0235'STATION MARK--ONE QUARTER INCH HOLE, ONE QUARTER INCH DEEP IN
 GQ0235'BOULDER IN PLACE.
 GQ0235'
 GQ0235'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0463 ***********************************************************************
 ET0463  DESIGNATION -  C 27
 ET0463  PID         -  ET0463
 ET0463  STATE/COUNTY-  AZ/YAVAPAI
 ET0463  USGS QUAD   -  IRON SPRINGS (1979)
 ET0463
 ET0463                         *CURRENT SURVEY CONTROL
 ET0463  ___________________________________________________________________
 ET0463* NAD 83(1986)-  34 35 02.     (N)    112 33 36.     (W)     SCALED    
 ET0463* NAVD 88     -      1842.105  (meters)    6043.64   (feet)  POSTED    
 ET0463  ___________________________________________________________________
 ET0463  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0463  DYNAMIC HT  -        1839.570 (meters)    6035.32  (feet)  COMP
 ET0463  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 ET0463
 ET0463  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0463
 ET0463.The horizontal coordinates were scaled from a topographic map and have
 ET0463.an estimated accuracy of +/- 6 seconds.
 ET0463
 ET0463.The orthometric height was determined by differential leveling
 ET0463.and adjusted by the National Geodetic Survey in November 2005..
 ET0463.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0463.rate of 1.1 thru 2.0 mm/km.
 ET0463
 ET0463.The geoid height was determined by GEOID03.
 ET0463
 ET0463.The dynamic height is computed by dividing the NAVD 88
 ET0463.geopotential number by the normal gravity value computed on the
 ET0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0463.degrees latitude (g = 980.6199 gals.).
 ET0463
 ET0463.The modeled gravity was interpolated from observed gravity values.
 ET0463
 ET0463;                    North         East    Units  Estimated Accuracy
 ET0463;SPC AZ C     -   397,610.      154,340.      MT  (+/- 180 meters Scaled)
 ET0463
 ET0463                          SUPERSEDED SURVEY CONTROL
 ET0463
 ET0463  NGVD 29 (??/??/92) 1841.226  (m)         6040.76   (f) ADJ UNCH    1 2
 ET0463
 ET0463.Superseded values are not recommended for survey control.
 ET0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0463.See file dsdata.txt to determine how the superseded data were derived.
 ET0463
 ET0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD569280(NAD 83)
 ET0463_MARKER: DB = BENCH MARK DISK
 ET0463_SETTING: 66 = SET IN ROCK OUTCROP
 ET0463_SP_SET: GRANITE OUTCROP
 ET0463_STAMPING: C 27 1933
 ET0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0463+STABILITY: POSITION/ELEVATION WELL
 ET0463
 ET0463  HISTORY     - Date     Condition        Report By
 ET0463  HISTORY     - 1933     MONUMENTED       CGS
 ET0463  HISTORY     - 1974     GOOD             USGS
 ET0463  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0463  HISTORY     - 20031111 MARK NOT FOUND   NGS
 ET0463
 ET0463                          STATION DESCRIPTION
 ET0463
 ET0463'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0463'2.0 MI E FROM IRON SPRINGS.
 ET0463'2.0 MILES EAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0463'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN THE TOP OF A
 ET0463'GRANITE OUTCROPPING, 33 FEET NORTH OF RR GRADE OPPOSITE, AND 1.2 FEET
 ET0463'HIGHER THAN RR GRADE.  NOTE-- THERE ARE NO SIGNS, BUILDINGS, ETC. AT
 ET0463'THE FORMER SITE OF ALTO SIDING.
 ET0463
 ET0463                          STATION RECOVERY (1997)
 ET0463
 ET0463'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0463'MARK NOT FOUND.
 ET0463
 ET0463                          STATION RECOVERY (2003)
 ET0463
 ET0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0463'OLD RR GRADE IS NOW SKYLINE DRIVE TO HIGHLAND PINES.  MARK NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0432 ***********************************************************************
 DU0432  DESIGNATION -  C 270
 DU0432  PID         -  DU0432
 DU0432  STATE/COUNTY-  AZ/MARICOPA
 DU0432  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0432
 DU0432                         *CURRENT SURVEY CONTROL
 DU0432  ___________________________________________________________________
 DU0432* NAD 83(1986)-  33 31 38.     (N)    111 23 22.     (W)     SCALED    
 DU0432* NAVD 88     -       534.528  (meters)    1753.70   (feet)  ADJUSTED  
 DU0432  ___________________________________________________________________
 DU0432  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DU0432  DYNAMIC HT  -         533.857 (meters)    1751.50  (feet)  COMP
 DU0432  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 DU0432
 DU0432  VERT ORDER  -  FIRST     CLASS II
 DU0432
 DU0432.The horizontal coordinates were scaled from a topographic map and have
 DU0432.an estimated accuracy of +/- 6 seconds.
 DU0432
 DU0432.The orthometric height was determined by differential leveling
 DU0432.and adjusted by the National Geodetic Survey in June 1991..
 DU0432
 DU0432.The geoid height was determined by GEOID03.
 DU0432
 DU0432.The dynamic height is computed by dividing the NAVD 88
 DU0432.geopotential number by the normal gravity value computed on the
 DU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0432.degrees latitude (g = 980.6199 gals.).
 DU0432
 DU0432.The modeled gravity was interpolated from observed gravity values.
 DU0432
 DU0432;                    North         East    Units  Estimated Accuracy
 DU0432;SPC AZ C     -   280,340.      262,330.      MT  (+/- 180 meters Scaled)
 DU0432
 DU0432                          SUPERSEDED SURVEY CONTROL
 DU0432
 DU0432  NGVD 29 (??/??/92)  533.924  (m)         1751.72   (f) ADJ UNCH    1 2
 DU0432
 DU0432.Superseded values are not recommended for survey control.
 DU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0432.See file dsdata.txt to determine how the superseded data were derived.
 DU0432
 DU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC638098(NAD 83)
 DU0432_MARKER: DB = BENCH MARK DISK
 DU0432_SETTING: 66 = SET IN ROCK OUTCROP
 DU0432_SP_SET: ROCK OUTCROP
 DU0432_STAMPING: C 270 1948
 DU0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0432+STABILITY: POSITION/ELEVATION WELL
 DU0432
 DU0432  HISTORY     - Date     Condition        Report By
 DU0432  HISTORY     - 1948     MONUMENTED       CGS
 DU0432  HISTORY     - 1980     GOOD             NGS
 DU0432
 DU0432                          STATION DESCRIPTION
 DU0432
 DU0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0432'IN TORTILLA FLAT.
 DU0432'AT TORTILLA FLAT, ON THE NORTH BANK OF TORTILLA CREEK, ABOUT 345 FEET
 DU0432'NORTH OF THE NORTH SIDE OF THE POST OFFICE BUILDING, 105 FEET WEST OF
 DU0432'THE WEST EDGE OF A CONCRETE APRON OVER TORTILLA CREEK, 118 FEET WEST
 DU0432'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND ABOUT IN THE CENTER
 DU0432'OF A LARGE ROCK OUTCROP WHICH IS ABOUT 35 FEET LONG AND PROJECTS ABOUT
 DU0432'20 FEET ABOVE THE CREEK.
 DU0432
 DU0432                          STATION RECOVERY (1980)
 DU0432
 DU0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0410 ***********************************************************************
 DV0410  DESIGNATION -  C 271
 DV0410  PID         -  DV0410
 DV0410  STATE/COUNTY-  AZ/MARICOPA
 DV0410  USGS QUAD   -  PHOENIX (1982)
 DV0410
 DV0410                         *CURRENT SURVEY CONTROL
 DV0410  ___________________________________________________________________
 DV0410* NAD 83(1986)-  33 22 39.     (N)    112 03 39.     (W)     SCALED    
 DV0410* NAVD 88     -       359.06   (+/-2cm)    1178.0    (feet)  VERTCON   
 DV0410  ___________________________________________________________________
 DV0410  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0410
 DV0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0410
 DV0410.The horizontal coordinates were scaled from a topographic map and have
 DV0410.an estimated accuracy of +/- 6 seconds.
 DV0410
 DV0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0410.The vertical order pertains to the NGVD 29 superseded value.
 DV0410
 DV0410.The geoid height was determined by GEOID03.
 DV0410
 DV0410;                    North         East    Units  Estimated Accuracy
 DV0410;SPC AZ C     -   263,620.      199,950.      MT  (+/- 180 meters Scaled)
 DV0410
 DV0410                          SUPERSEDED SURVEY CONTROL
 DV0410
 DV0410  NGVD 29 (??/??/92)  358.407  (m)         1175.87   (f) ADJ UNCH    2 0
 DV0410
 DV0410.Superseded values are not recommended for survey control.
 DV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0410.See file dsdata.txt to determine how the superseded data were derived.
 DV0410
 DV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB013936(NAD 83)
 DV0410_MARKER: DB = BENCH MARK DISK
 DV0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0410_SP_SET: CULVERT
 DV0410_STAMPING: C 271 1948
 DV0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0410
 DV0410  HISTORY     - Date     Condition        Report By
 DV0410  HISTORY     - 1948     MONUMENTED       CGS
 DV0410  HISTORY     - 1959     GOOD             DOD
 DV0410
 DV0410                          STATION DESCRIPTION
 DV0410
 DV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0410'6.8 MI W FROM PETERSON.
 DV0410'6.8 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 19.4 FEET SOUTH OF
 DV0410'THE CENTER LINE OF BASELINE ROAD, 3.2 FEET NORTH OF A WIRE FENCE,
 DV0410'ABOUT LEVEL WITH THE ROAD, SET ON TOP OF THE SOUTH CONCRETE HEADWALL
 DV0410'OF A CULVERT UNDER THE ROAD AND IN THE MIDDLE OF THE HEADWALL. NOTE--
 DV0410'FENCE NO LONGER EXISTS.
 DV0410
 DV0410                          STATION RECOVERY (1959)
 DV0410
 DV0410'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0381 ***********************************************************************
 DV0381  DESIGNATION -  C 272
 DV0381  PID         -  DV0381
 DV0381  STATE/COUNTY-  AZ/MARICOPA
 DV0381  USGS QUAD   -  FOWLER (1982)
 DV0381
 DV0381                         *CURRENT SURVEY CONTROL
 DV0381  ___________________________________________________________________
 DV0381* NAD 83(1986)-  33 23 14.     (N)    112 08 50.     (W)     SCALED    
 DV0381* NAVD 88     -       313.33   (+/-2cm)    1028.0    (feet)  VERTCON   
 DV0381  ___________________________________________________________________
 DV0381  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0381
 DV0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0381
 DV0381.The horizontal coordinates were scaled from a topographic map and have
 DV0381.an estimated accuracy of +/- 6 seconds.
 DV0381
 DV0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0381.The vertical order pertains to the NGVD 29 superseded value.
 DV0381
 DV0381.The geoid height was determined by GEOID03.
 DV0381
 DV0381;                    North         East    Units  Estimated Accuracy
 DV0381;SPC AZ C     -   264,720.      191,910.      MT  (+/- 180 meters Scaled)
 DV0381
 DV0381                          SUPERSEDED SURVEY CONTROL
 DV0381
 DV0381  NGVD 29 (??/??/92)  312.690  (m)         1025.88   (f) ADJ UNCH    2 0
 DV0381
 DV0381.Superseded values are not recommended for survey control.
 DV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0381.See file dsdata.txt to determine how the superseded data were derived.
 DV0381
 DV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB932948(NAD 83)
 DV0381_MARKER: DB = BENCH MARK DISK
 DV0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0381_STAMPING: C 272 1948
 DV0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0381+STABILITY: SURFACE MOTION
 DV0381
 DV0381  HISTORY     - Date     Condition        Report By
 DV0381  HISTORY     - 1948     MONUMENTED       CGS
 DV0381  HISTORY     - 1959     GOOD             NGS
 DV0381  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0381
 DV0381                          STATION DESCRIPTION
 DV0381
 DV0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0381'9.4 MI N FROM KOMATKE.
 DV0381'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0381'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 2.2 FEET NORTH OF THE
 DV0381'HANGAR, 1.5 FEET ABOVE THE LEVEL OF THE STRIP AND 2.6 FEET EAST OF A
 DV0381'WHITE WOODEN WITNESS POST, SET AT THE NORTHEAST CORNER OF THE HANGAR
 DV0381'ON THE SOUTH SIDE OF THE FIELD, SET IN THE TOP OF A CONCRETE POST
 DV0381'PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 DV0381
 DV0381                          STATION RECOVERY (1959)
 DV0381
 DV0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0381'RECOVERED IN GOOD CONDITION.
 DV0381
 DV0381                          STATION RECOVERY (1994)
 DV0381
 DV0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0850 ***********************************************************************
 DU0850  DESIGNATION -  C 273
 DU0850  PID         -  DU0850
 DU0850  STATE/COUNTY-  AZ/MARICOPA
 DU0850  USGS QUAD   -  TEMPE (1982)
 DU0850
 DU0850                         *CURRENT SURVEY CONTROL
 DU0850  ___________________________________________________________________
 DU0850* NAD 83(1986)-  33 22 41.     (N)    111 57 39.     (W)     SCALED    
 DU0850* NAVD 88     -       367.93   (+/-2cm)    1207.1    (feet)  VERTCON   
 DU0850  ___________________________________________________________________
 DU0850  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0850
 DU0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0850
 DU0850.The horizontal coordinates were scaled from a topographic map and have
 DU0850.an estimated accuracy of +/- 6 seconds.
 DU0850
 DU0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0850.The vertical order pertains to the NGVD 29 superseded value.
 DU0850
 DU0850.The geoid height was determined by GEOID03.
 DU0850
 DU0850;                    North         East    Units  Estimated Accuracy
 DU0850;SPC AZ C     -   263,680.      209,250.      MT  (+/- 180 meters Scaled)
 DU0850
 DU0850                          SUPERSEDED SURVEY CONTROL
 DU0850
 DU0850  NGVD 29 (??/??/92)  367.316  (m)         1205.10   (f) ADJ UNCH    2 0
 DU0850
 DU0850.Superseded values are not recommended for survey control.
 DU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0850.See file dsdata.txt to determine how the superseded data were derived.
 DU0850
 DU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106936(NAD 83)
 DU0850_MARKER: DB = BENCH MARK DISK
 DU0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0850_SP_SET: HEADGATE
 DU0850_STAMPING: C 273 1948
 DU0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0850
 DU0850  HISTORY     - Date     Condition        Report By
 DU0850  HISTORY     - 1948     MONUMENTED       CGS
 DU0850  HISTORY     - 1962     GOOD             NGS
 DU0850
 DU0850                          STATION DESCRIPTION
 DU0850
 DU0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0850'0.9 MI W FROM PETERSON.
 DU0850'0.9 MILE WEST ALONG BASELINE ROAD FROM PETERSON 31.9 FEET NORTH OF THE
 DU0850'CENTER LINE OF BASELINE, 27.4 FEET EAST OF THE CENTER LINE OF HIGHLINE
 DU0850'DRIVE, 0.5 FOOT NORTH OF A 3 1/2 INCH PIPE GUARD RAIL, SET IN THE TOP
 DU0850'OF THE NORTHWEST PART OF A CONCRETE HEADWALL OF HEADGATE OF IRRIGATION
 DU0850'DITCH, ABOUT LEVEL WITH THE ROAD.
 DU0850
 DU0850                          STATION RECOVERY (1962)
 DU0850
 DU0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0332 ***********************************************************************
 DV0332  DESIGNATION -  C 274
 DV0332  PID         -  DV0332
 DV0332  STATE/COUNTY-  AZ/PINAL
 DV0332  USGS QUAD   -  MARICOPA (1978)
 DV0332
 DV0332                         *CURRENT SURVEY CONTROL
 DV0332  ___________________________________________________________________
 DV0332* NAD 83(1986)-  33 04 11.     (N)    112 04 24.     (W)     SCALED    
 DV0332* NAVD 88     -       352.170  (meters)    1155.41   (feet)  ADJUSTED  
 DV0332  ___________________________________________________________________
 DV0332  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0332  DYNAMIC HT  -         351.746 (meters)    1154.02  (feet)  COMP
 DV0332  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 DV0332  OBS GRAVITY -     979,420.2   (mgal)                       GRAV_OBS
 DV0332
 DV0332  VERT ORDER  -  FIRST     CLASS II
 DV0332
 DV0332.The horizontal coordinates were scaled from a topographic map and have
 DV0332.an estimated accuracy of +/- 6 seconds.
 DV0332
 DV0332.The orthometric height was determined by differential leveling
 DV0332.and adjusted by the National Geodetic Survey in June 1991..
 DV0332
 DV0332.The geoid height was determined by GEOID03.
 DV0332
 DV0332.The dynamic height is computed by dividing the NAVD 88
 DV0332.geopotential number by the normal gravity value computed on the
 DV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0332.degrees latitude (g = 980.6199 gals.).
 DV0332
 DV0332.The modeled gravity was interpolated from observed gravity values.
 DV0332.The observed gravity was obtained from relative gravimeter ties
 DV0332.to the IGSN71 gravity network.
 DV0332
 DV0332;                    North         East    Units  Estimated Accuracy
 DV0332;SPC AZ C     -   229,490.      198,730.      MT  (+/- 180 meters Scaled)
 DV0332
 DV0332                          SUPERSEDED SURVEY CONTROL
 DV0332
 DV0332  NGVD 29 (??/??/92)  351.845  (m)         1154.34   (f) ADJ UNCH    1 2
 DV0332
 DV0332.Superseded values are not recommended for survey control.
 DV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0332.See file dsdata.txt to determine how the superseded data were derived.
 DV0332
 DV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB998595(NAD 83)
 DV0332_MARKER: DB = BENCH MARK DISK
 DV0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0332_SP_SET: ABUTMENT
 DV0332_STAMPING: C 274 1948
 DV0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0332
 DV0332  HISTORY     - Date     Condition        Report By
 DV0332  HISTORY     - 1948     MONUMENTED       CGS
 DV0332  HISTORY     - 1967     GOOD             NGS
 DV0332  HISTORY     - 1980     GOOD             NGS
 DV0332  HISTORY     - 1980     GOOD             NGS
 DV0332
 DV0332                          STATION DESCRIPTION
 DV0332
 DV0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0332'1.85 MI W FROM MARICOPA.
 DV0332'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0332'MARICOPA, THENCE 1.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0332'IN S 20, T 4 S, R 3 E, 0.05 MILE EAST OF MILEPOST NUMBER 896, 6 1/2
 DV0332'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS, SET IN THE
 DV0332'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 DV0332'NUMBER 896.03, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 DV0332
 DV0332                          STATION RECOVERY (1980)
 DV0332
 DV0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0332'RECOVERED IN GOOD CONDITION.
 DV0332
 DV0332                          STATION RECOVERY (1980)
 DV0332
 DV0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0833 ***********************************************************************
 DU0833  DESIGNATION -  C 276
 DU0833  PID         -  DU0833
 DU0833  STATE/COUNTY-  AZ/PINAL
 DU0833  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0833
 DU0833                         *CURRENT SURVEY CONTROL
 DU0833  ___________________________________________________________________
 DU0833* NAD 83(1986)-  33 05 29.     (N)    111 46 54.     (W)     SCALED    
 DU0833* NAVD 88     -       383.69   (+/-2cm)    1258.8    (feet)  VERTCON   
 DU0833  ___________________________________________________________________
 DU0833  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU0833
 DU0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0833
 DU0833.The horizontal coordinates were scaled from a topographic map and have
 DU0833.an estimated accuracy of +/- 6 seconds.
 DU0833
 DU0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0833.The vertical order pertains to the NGVD 29 superseded value.
 DU0833
 DU0833.The geoid height was determined by GEOID03.
 DU0833
 DU0833;                    North         East    Units  Estimated Accuracy
 DU0833;SPC AZ C     -   231,890.      225,960.      MT  (+/- 180 meters Scaled)
 DU0833
 DU0833                          SUPERSEDED SURVEY CONTROL
 DU0833
 DU0833  NGVD 29 (??/??/92)  383.206  (m)         1257.23   (f) ADJ UNCH    2 0
 DU0833
 DU0833.Superseded values are not recommended for survey control.
 DU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0833.See file dsdata.txt to determine how the superseded data were derived.
 DU0833
 DU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB270616(NAD 83)
 DU0833_MARKER: DB = BENCH MARK DISK
 DU0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0833_STAMPING: C 276 1948
 DU0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0833+STABILITY: SURFACE MOTION
 DU0833
 DU0833  HISTORY     - Date     Condition        Report By
 DU0833  HISTORY     - 1948     MONUMENTED       CGS
 DU0833  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0833
 DU0833                          STATION DESCRIPTION
 DU0833
 DU0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0833'2.1 MI NW FROM SACATON.
 DU0833'2.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0833'JUAN MEMORIAL AT SACATON, 136 FEET NORTHWEST OF A WASH, 68.2 FEET
 DU0833'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET NORTHWEST OF A
 DU0833'POWER LINE POLE, 2.0 FEET BELOW THE LEVEL OF THE ROAD AND 3.4 FEET
 DU0833'NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0833'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DU0833
 DU0833                          STATION RECOVERY (2006)
 DU0833
 DU0833'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0833'NO WITNESS POST SEEN, AND THE ROADSIDE HAS BEEN EXTENSIVELY GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0733 ***********************************************************************
 DU0733  DESIGNATION -  C 277
 DU0733  PID         -  DU0733
 DU0733  STATE/COUNTY-  AZ/MARICOPA
 DU0733  USGS QUAD   -  CHANDLER (1981)
 DU0733
 DU0733                         *CURRENT SURVEY CONTROL
 DU0733  ___________________________________________________________________
 DU0733* NAD 83(1986)-  33 16 22.     (N)    111 48 25.     (W)     SCALED    
 DU0733* NAVD 88     -       377.87   (+/-2cm)    1239.7    (feet)  VERTCON   
 DU0733  ___________________________________________________________________
 DU0733  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0733
 DU0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0733
 DU0733.This mark is at Chandler Municipal Airport (CHD)
 DU0733
 DU0733.The horizontal coordinates were scaled from a topographic map and have
 DU0733.an estimated accuracy of +/- 6 seconds.
 DU0733
 DU0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0733.The vertical order pertains to the NGVD 29 superseded value.
 DU0733
 DU0733.The geoid height was determined by GEOID03.
 DU0733
 DU0733;                    North         East    Units  Estimated Accuracy
 DU0733;SPC AZ C     -   252,010.      223,580.      MT  (+/- 180 meters Scaled)
 DU0733
 DU0733                          SUPERSEDED SURVEY CONTROL
 DU0733
 DU0733  NGVD 29 (??/??/92)  377.356  (m)         1238.04   (f) ADJ UNCH    2 0
 DU0733
 DU0733.Superseded values are not recommended for survey control.
 DU0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0733.See file dsdata.txt to determine how the superseded data were derived.
 DU0733
 DU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248818(NAD 83)
 DU0733_MARKER: DB = BENCH MARK DISK
 DU0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0733_SP_SET: CONCRETE BASE
 DU0733_STAMPING: C 277 1948
 DU0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0733
 DU0733  HISTORY     - Date     Condition        Report By
 DU0733  HISTORY     - 1948     MONUMENTED       CGS
 DU0733  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0733
 DU0733                          STATION DESCRIPTION
 DU0733
 DU0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0733'6.0 MI SE FROM CHANDLER.
 DU0733'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0733'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0733'THE CHANDLER MUNICIPAL AIRPORT, 220 FEET NORTHEAST OF THE STARTING
 DU0733'GATE FOR A RACE TRACK, 28.8 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DU0733'7.5 FEET WEST OF A WIRE FENCE, AT THE NORTHEAST CORNER OF THE AIRPORT,
 DU0733'SET IN THE TOP AND ON THE NORTH SIDE OF A 2 1/2 FOOT CONCRETE BASE OF
 DU0733'A STEEL POWER LINE POLE PROJECTING 14 INCHES ABOVE THE GROUND.
 DU0733
 DU0733                          STATION RECOVERY (1979)
 DU0733
 DU0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0733'NONE OF THE FEATURES MENTIONED IN THE DESCRIPTION COULD BE LOCATED IN
 DU0733'THE NORTHEAST CORNER OF THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1007 ***********************************************************************
 CZ1007  DESIGNATION -  C 278
 CZ1007  PID         -  CZ1007
 CZ1007  STATE/COUNTY-  AZ/PINAL
 CZ1007  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1007
 CZ1007                         *CURRENT SURVEY CONTROL
 CZ1007  ___________________________________________________________________
 CZ1007* NAD 83(1986)-  32 52 32.     (N)    111 45 16.     (W)     SCALED    
 CZ1007* NAVD 88     -       426.758  (meters)    1400.12   (feet)  READJUSTED
 CZ1007  ___________________________________________________________________
 CZ1007  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1007  DYNAMIC HT  -         426.240 (meters)    1398.42  (feet)  COMP
 CZ1007  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CZ1007
 CZ1007  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 CZ1007
 CZ1007.The horizontal coordinates were scaled from a topographic map and have
 CZ1007.an estimated accuracy of +/- 6 seconds.
 CZ1007
 CZ1007.The orthometric height was determined by differential leveling
 CZ1007.and adjusted by the National Geodetic Survey in April 1999..
 CZ1007.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 CZ1007.distribution rate of 2.1 thru 3.0 mm/km.
 CZ1007.The height was derived from older observations constrained to new
 CZ1007.heights in a crustal motion area.  The height is approximate in
 CZ1007.relation to other heights in its vicinity.
 CZ1007
 CZ1007.The geoid height was determined by GEOID03.
 CZ1007
 CZ1007.The dynamic height is computed by dividing the NAVD 88
 CZ1007.geopotential number by the normal gravity value computed on the
 CZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1007.degrees latitude (g = 980.6199 gals.).
 CZ1007
 CZ1007.The modeled gravity was interpolated from observed gravity values.
 CZ1007
 CZ1007;                    North         East    Units  Estimated Accuracy
 CZ1007;SPC AZ C     -   207,960.      228,540.      MT  (+/- 180 meters Scaled)
 CZ1007
 CZ1007                          SUPERSEDED SURVEY CONTROL
 CZ1007
 CZ1007  NAVD 88 (06/15/91)  426.756  (m)         1400.12   (f) UNKNOWN     1 2
 CZ1007  NGVD 29 (??/??/92)  426.160  (m)         1398.16   (f) ADJ UNCH    1 2
 CZ1007
 CZ1007.Superseded values are not recommended for survey control.
 CZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1007.See file dsdata.txt to determine how the superseded data were derived.
 CZ1007
 CZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294377(NAD 83)
 CZ1007_MARKER: DB = BENCH MARK DISK
 CZ1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1007_SP_SET: FOUNDATION
 CZ1007_STAMPING: C 278 1948
 CZ1007_MARK LOGO: CGS   
 CZ1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1007
 CZ1007  HISTORY     - Date     Condition        Report By
 CZ1007  HISTORY     - 1948     MONUMENTED       CGS
 CZ1007  HISTORY     - 1967     GOOD             NGS
 CZ1007  HISTORY     - 1970     GOOD             NGS
 CZ1007  HISTORY     - 1980     GOOD             NGS
 CZ1007  HISTORY     - 1980     GOOD             NGS
 CZ1007  HISTORY     - 1984     GOOD             NGS
 CZ1007  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1007
 CZ1007                          STATION DESCRIPTION
 CZ1007
 CZ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1007'0.1 MI SE FROM CASA GRANDE.
 CZ1007'ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1007'STATION AT CASA GRANDE, IN S 29, T 6 S, R 6 E, 85 FEET SOUTH OF THE
 CZ1007'CENTER OF THE INTERSECTION OF EAST MAIN STREET AND NORTH FLORENCE
 CZ1007'STREET, 61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET
 CZ1007'IN THE TOP OF THE WEST CORNER OF THE MORE WESTERLY OF A GROUP OF
 CZ1007'ABANDONED CONCRETE FOUNDATION BLOCKS FOR AN OLD WATER TOWER, 66 FEET
 CZ1007'SOUTHEAST OF THE CENTER LINE OF NORTH FLORENCE STREET, 65 FEET
 CZ1007'SOUTHWEST OF THE CENTER LINE OF EAST MAIN STREET, 9 FEET NORTH OF
 CZ1007'BENCH MARK V 82, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1007
 CZ1007                          STATION RECOVERY (1970)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1980)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1980)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1984)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CZ1007'(0.1 MI) SOUTHEAST ALONG WEST MAIN STREET FROM THE SOUTHERN PACIFIC
 CZ1007'RAILROAD STATION AT CASA GRANDE, 16.6 METERS (54.6 FT) SOUTHEAST OF
 CZ1007'THE NORTHEAST TANGENT OF NORTH FLORENCE STREET, 31.2 METERS (102.6 FT)
 CZ1007'WEST-NORTHWEST OF THE NORTH CORNER OF A 60 BY 60 FOOT METAL WAREHOUSE,
 CZ1007'12.7 METERS (41.6 FT) SOUTH-SOUTHEAST OF POWER POLE PS 45757,
 CZ1007'11.1 METERS (36.3 FT) SOUTH OF A WATER METER SURROUNDED BY FOUR PIPE
 CZ1007'POSTS, 9.6 METERS (31.5 FT) EAST OF A METAL LIGHT POLE.  NOTE THIS
 CZ1007'BENCH MARK WAS COVERED WITH ASPHALT AT THE TIME OF RECOVERY AND WILL
 CZ1007'BE COVERED OVER AGAIN.
 CZ1007'THE MARK IS 0.15 M BELOW THE GROUND.
 CZ1007
 CZ1007                          STATION RECOVERY (1992)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1007'THE FOUNDATION WAS FOUND WITH THE EDGES BROKEN OFF.  NO EVIDENCE OF
 CZ1007'THE DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0040 ***********************************************************************
 ET0040  DESIGNATION -  C 28
 ET0040  PID         -  ET0040
 ET0040  STATE/COUNTY-  AZ/YAVAPAI
 ET0040  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0040
 ET0040                         *CURRENT SURVEY CONTROL
 ET0040  ___________________________________________________________________
 ET0040* NAD 83(1986)-  34 40 39.     (N)    112 24 25.     (W)     SCALED    
 ET0040* NAVD 88     -      1498.557  (meters)    4916.52   (feet)  POSTED    
 ET0040  ___________________________________________________________________
 ET0040  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0040  DYNAMIC HT  -        1496.550 (meters)    4909.93  (feet)  COMP
 ET0040  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 ET0040
 ET0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0040
 ET0040.The horizontal coordinates were scaled from a topographic map and have
 ET0040.an estimated accuracy of +/- 6 seconds.
 ET0040
 ET0040.The orthometric height was determined by differential leveling
 ET0040.and adjusted by the National Geodetic Survey in November 2005..
 ET0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0040.rate of 1.1 thru 2.0 mm/km.
 ET0040
 ET0040.The geoid height was determined by GEOID03.
 ET0040
 ET0040.The dynamic height is computed by dividing the NAVD 88
 ET0040.geopotential number by the normal gravity value computed on the
 ET0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0040.degrees latitude (g = 980.6199 gals.).
 ET0040
 ET0040.The modeled gravity was interpolated from observed gravity values.
 ET0040
 ET0040;                    North         East    Units  Estimated Accuracy
 ET0040;SPC AZ C     -   407,910.      168,430.      MT  (+/- 180 meters Scaled)
 ET0040
 ET0040                          SUPERSEDED SURVEY CONTROL
 ET0040
 ET0040  NGVD 29 (??/??/92) 1497.748  (m)         4913.86   (f) ADJ UNCH    1 2
 ET0040
 ET0040.Superseded values are not recommended for survey control.
 ET0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0040.See file dsdata.txt to determine how the superseded data were derived.
 ET0040
 ET0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD711381(NAD 83)
 ET0040_MARKER: DB = BENCH MARK DISK
 ET0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0040_STAMPING: 4913.862 C 28 1933
 ET0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0040+STABILITY: SURFACE MOTION
 ET0040
 ET0040  HISTORY     - Date     Condition        Report By
 ET0040  HISTORY     - 1933     MONUMENTED       CGS
 ET0040
 ET0040                          STATION DESCRIPTION
 ET0040
 ET0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0040'11.2 MI N FROM PRESCOTT.
 ET0040'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 1.4 MILES SOUTH OF
 ET0040'GRANITE SIDING, 320 FEET NORTH OF MILEPOST 46, 40 FEET WEST OF
 ET0040'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0697 ***********************************************************************
 ET0697  DESIGNATION -  C 280
 ET0697  PID         -  ET0697
 ET0697  STATE/COUNTY-  AZ/LA PAZ
 ET0697  USGS QUAD   -  PLANET (1990)
 ET0697
 ET0697                         *CURRENT SURVEY CONTROL
 ET0697  ___________________________________________________________________
 ET0697* NAD 83(1986)-  34 14 40.     (N)    113 57 53.     (W)     SCALED    
 ET0697* NAVD 88     -       203.66   (+/-2cm)     668.2    (feet)  VERTCON   
 ET0697  ___________________________________________________________________
 ET0697  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 ET0697
 ET0697  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0697
 ET0697.The horizontal coordinates were scaled from a topographic map and have
 ET0697.an estimated accuracy of +/- 6 seconds.
 ET0697
 ET0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0697.The vertical order pertains to the NGVD 29 superseded value.
 ET0697
 ET0697.The geoid height was determined by GEOID03.
 ET0697
 ET0697;                    North         East    Units  Estimated Accuracy
 ET0697;SPC AZ W     -   359,800.      193,580.      MT  (+/- 180 meters Scaled)
 ET0697
 ET0697                          SUPERSEDED SURVEY CONTROL
 ET0697
 ET0697  NGVD 29 (??/??/92)  203.050  (m)          666.17   (f) ADJ UNCH    1 1
 ET0697
 ET0697.Superseded values are not recommended for survey control.
 ET0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0697.See file dsdata.txt to determine how the superseded data were derived.
 ET0697
 ET0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269932(NAD 83)
 ET0697_MARKER: DB = BENCH MARK DISK
 ET0697_SETTING: 80 = SET IN A BOULDER
 ET0697_SP_SET: BOULDER
 ET0697_STAMPING: C 280 1948
 ET0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0697+STABILITY: SURFACE MOTION
 ET0697
 ET0697  HISTORY     - Date     Condition        Report By
 ET0697  HISTORY     - 1948     MONUMENTED       CGS
 ET0697
 ET0697                          STATION DESCRIPTION
 ET0697
 ET0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0697'27.6 MI N FROM BOUSE.
 ET0697'27.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0697'BOUSE, 0.2 MILE SOUTH OF THE SOUTHWEST CORNER OF AN OLD CONCRETE RANCH
 ET0697'HOUSE, ON THE EAST BANK OF A LARGE DRY WASH, 21 FEET NORTHEAST OF THE
 ET0697'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE
 ET0697'ROAD.  SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET ABOVE
 ET0697'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0525 ***********************************************************************
 DU0525  DESIGNATION -  C 283
 DU0525  PID         -  DU0525
 DU0525  STATE/COUNTY-  AZ/PINAL
 DU0525  USGS QUAD   -  FLORENCE (1981)
 DU0525
 DU0525                         *CURRENT SURVEY CONTROL
 DU0525  ___________________________________________________________________
 DU0525* NAD 83(1986)-  33 00 48.     (N)    111 23 19.     (W)     SCALED    
 DU0525* NAVD 88     -       467.138  (meters)    1532.60   (feet)  ADJUSTED  
 DU0525  ___________________________________________________________________
 DU0525  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0525  DYNAMIC HT  -         466.564 (meters)    1530.72  (feet)  COMP
 DU0525  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 DU0525
 DU0525  VERT ORDER  -  FIRST     CLASS II
 DU0525
 DU0525.The horizontal coordinates were scaled from a topographic map and have
 DU0525.an estimated accuracy of +/- 6 seconds.
 DU0525
 DU0525.The orthometric height was determined by differential leveling
 DU0525.and adjusted by the National Geodetic Survey in November 1993..
 DU0525
 DU0525.The geoid height was determined by GEOID03.
 DU0525
 DU0525.The dynamic height is computed by dividing the NAVD 88
 DU0525.geopotential number by the normal gravity value computed on the
 DU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0525.degrees latitude (g = 980.6199 gals.).
 DU0525
 DU0525.The modeled gravity was interpolated from observed gravity values.
 DU0525
 DU0525;                    North         East    Units  Estimated Accuracy
 DU0525;SPC AZ C     -   223,350.      262,700.      MT  (+/- 180 meters Scaled)
 DU0525
 DU0525                          SUPERSEDED SURVEY CONTROL
 DU0525
 DU0525  NGVD 29 (??/??/92)  466.559  (m)         1530.70   (f) ADJ UNCH    1 2
 DU0525
 DU0525.Superseded values are not recommended for survey control.
 DU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0525.See file dsdata.txt to determine how the superseded data were derived.
 DU0525
 DU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637528(NAD 83)
 DU0525_MARKER: DB = BENCH MARK DISK
 DU0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0525_SP_SET: HEADWALL
 DU0525_STAMPING: C 283 1948
 DU0525_MARK LOGO: CGS   
 DU0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0525+STABILITY: SURFACE MOTION
 DU0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0525+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 DU0525
 DU0525  HISTORY     - Date     Condition        Report By
 DU0525  HISTORY     - 1948     MONUMENTED       CGS
 DU0525  HISTORY     - 1967     GOOD             NGS
 DU0525  HISTORY     - 19920104 GOOD             NGS
 DU0525
 DU0525                          STATION DESCRIPTION
 DU0525
 DU0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0525'1.75 MI SW FROM FLORENCE.
 DU0525'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0525'FLORENCE, THENCE 0.75 MILE SOUTHWEST ALONG A GRAVELED ROAD WHICH
 DU0525'PARALELS THE FLORENCE CANAL, OR ABOUT 0.9 MILE SOUTH ALONG STATE
 DU0525'HIGHWAY 287 FROM THE COURTHOUSE AT FLORENCE, THENCE 0.55 MILE WEST
 DU0525'ALONG STATE HIGHWAY 287, THENCE 0.3 MILE SOUTHEAST ALONG AN IRRIGATION
 DU0525'CANAL, IN S 11, T 5 S, R 9 E, 13 FEET NORTHWEST OF THE CENTER LINE OF
 DU0525'THE GRAVELED ROAD, SET IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL
 DU0525'OF A CULVERT UNDER THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 DU0525'THE ROAD.
 DU0525
 DU0525                          STATION RECOVERY (1992)
 DU0525
 DU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0525'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0525'THE POST OFFICE IN FLORENCE, THENCE 1.1 KM (0.70 MI) SOUTHWESTERLY
 DU0525'ALONG CANAL ROAD, IN TOP OF AND 1.8 M (5.9 FT) SOUTHWEST OF THE
 DU0525'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT, 4.0 M
 DU0525'(13.1 FT) NORTHWEST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE
 DU0525'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0013 ***********************************************************************
 DA0013  DESIGNATION -  C 285
 DA0013  PID         -  DA0013
 DA0013  STATE/COUNTY-  AZ/MARICOPA
 DA0013  USGS QUAD   -  ESTRELLA (1979)
 DA0013
 DA0013                         *CURRENT SURVEY CONTROL
 DA0013  ___________________________________________________________________
 DA0013* NAD 83(1986)-  32 59 48.     (N)    112 27 25.     (W)     SCALED    
 DA0013* NAVD 88     -       440.770  (meters)    1446.09   (feet)  ADJUSTED  
 DA0013  ___________________________________________________________________
 DA0013  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DA0013  DYNAMIC HT  -         440.236 (meters)    1444.34  (feet)  COMP
 DA0013  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 DA0013
 DA0013  VERT ORDER  -  FIRST     CLASS II
 DA0013
 DA0013.The horizontal coordinates were scaled from a topographic map and have
 DA0013.an estimated accuracy of +/- 6 seconds.
 DA0013
 DA0013.The orthometric height was determined by differential leveling
 DA0013.and adjusted by the National Geodetic Survey in June 1991..
 DA0013
 DA0013.The geoid height was determined by GEOID03.
 DA0013
 DA0013.The dynamic height is computed by dividing the NAVD 88
 DA0013.geopotential number by the normal gravity value computed on the
 DA0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0013.degrees latitude (g = 980.6199 gals.).
 DA0013
 DA0013.The modeled gravity was interpolated from observed gravity values.
 DA0013
 DA0013;                    North         East    Units  Estimated Accuracy
 DA0013;SPC AZ C     -   221,510.      162,870.      MT  (+/- 180 meters Scaled)
 DA0013
 DA0013                          SUPERSEDED SURVEY CONTROL
 DA0013
 DA0013  NGVD 29 (??/??/92)  440.125  (m)         1443.98   (f) ADJ UNCH    1 2
 DA0013
 DA0013.Superseded values are not recommended for survey control.
 DA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0013.See file dsdata.txt to determine how the superseded data were derived.
 DA0013
 DA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB638518(NAD 83)
 DA0013_MARKER: DB = BENCH MARK DISK
 DA0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0013_STAMPING: C 285 1949
 DA0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0013+STABILITY: SURFACE MOTION
 DA0013
 DA0013  HISTORY     - Date     Condition        Report By
 DA0013  HISTORY     - 1949     MONUMENTED       CGS
 DA0013  HISTORY     - 1967     GOOD             NGS
 DA0013  HISTORY     - 1980     GOOD             NGS
 DA0013  HISTORY     - 1980     GOOD             NGS
 DA0013
 DA0013                          STATION DESCRIPTION
 DA0013
 DA0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0013'11.7 MI W FROM MOBILE.
 DA0013'11.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0013'ELEMENTARY SCHOOL AT MOBILE, 0.55 MILE EAST OF MILEPOST 872, 42 FEET
 DA0013'SOUTH OF THE SOUTH RAIL OF THE TRACK, 6 1/2 FEET EAST OF A TELEPHONE
 DA0013'POLE BRACED BY A GUY WIRE, IN LINE WITH A ROW OF TELEPHONE POLES, 3.0
 DA0013'FEET WEST OF A WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 DA0013'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DA0013'INCHES.
 DA0013
 DA0013                          STATION RECOVERY (1980)
 DA0013
 DA0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0013'RECOVERED IN GOOD CONDITION.
 DA0013
 DA0013                          STATION RECOVERY (1980)
 DA0013
 DA0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0689 ***********************************************************************
 ET0689  DESIGNATION -  C 286
 ET0689  PID         -  ET0689
 ET0689  STATE/COUNTY-  AZ/MOHAVE
 ET0689  USGS QUAD   -  SIGNAL (1990)
 ET0689
 ET0689                         *CURRENT SURVEY CONTROL
 ET0689  ___________________________________________________________________
 ET0689* NAD 83(1986)-  34 27 40.     (N)    113 41 46.     (W)     SCALED    
 ET0689* NAVD 88     -       613.532  (meters)    2012.90   (feet)  POSTED    
 ET0689  ___________________________________________________________________
 ET0689  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ET0689  DYNAMIC HT  -         612.820 (meters)    2010.56  (feet)  COMP
 ET0689  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 ET0689
 ET0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0689
 ET0689.The horizontal coordinates were scaled from a topographic map and have
 ET0689.an estimated accuracy of +/- 6 seconds.
 ET0689
 ET0689.The orthometric height was determined by differential leveling
 ET0689.and adjusted by the National Geodetic Survey in November 2005..
 ET0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0689.rate of 0.0 thru 1.0 mm/km.
 ET0689
 ET0689.The geoid height was determined by GEOID03.
 ET0689
 ET0689.The dynamic height is computed by dividing the NAVD 88
 ET0689.geopotential number by the normal gravity value computed on the
 ET0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0689.degrees latitude (g = 980.6199 gals.).
 ET0689
 ET0689.The modeled gravity was interpolated from observed gravity values.
 ET0689
 ET0689;                    North         East    Units  Estimated Accuracy
 ET0689;SPC AZ W     -   383,810.      218,310.      MT  (+/- 180 meters Scaled)
 ET0689
 ET0689                          SUPERSEDED SURVEY CONTROL
 ET0689
 ET0689  NGVD 29 (??/??/92)  612.817  (m)         2010.55   (f) ADJ UNCH    1 2
 ET0689
 ET0689.Superseded values are not recommended for survey control.
 ET0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0689.See file dsdata.txt to determine how the superseded data were derived.
 ET0689
 ET0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD523165(NAD 83)
 ET0689_MARKER: DB = BENCH MARK DISK
 ET0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0689_STAMPING: C 286 1950
 ET0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0689+STABILITY: SURFACE MOTION
 ET0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0689+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0689
 ET0689  HISTORY     - Date     Condition        Report By
 ET0689  HISTORY     - 1950     MONUMENTED       CGS
 ET0689  HISTORY     - 20010122 GOOD             AZ-015
 ET0689
 ET0689                          STATION DESCRIPTION
 ET0689
 ET0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0689'4.1 MI SW FROM SIGNAL.
 ET0689'4.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0689'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.6 MILE WEST OF A POINT
 ET0689'WHERE A DOUBLE POLE POWER LINE CROSSES THE ROAD, 0.2 MILE WEST OF THE
 ET0689'APPROXIMATE CENTER OF THE CROSSING OF A WIDE WASH, 40 FEET SOUTH OF A
 ET0689'6-INCH PALO VERDE TREE, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE
 ET0689'ROAD, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 ET0689'CONCRETE POST FLUSH WITH THE GROUND.
 ET0689
 ET0689                          STATION RECOVERY (2001)
 ET0689
 ET0689'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0735 ***********************************************************************
 ET0735  DESIGNATION -  C 287
 ET0735  PID         -  ET0735
 ET0735  STATE/COUNTY-  AZ/MOHAVE
 ET0735  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0735
 ET0735                         *CURRENT SURVEY CONTROL
 ET0735  ___________________________________________________________________
 ET0735* NAD 83(1986)-  34 37 27.     (N)    113 31 46.     (W)     SCALED    
 ET0735* NAVD 88     -       644.906  (meters)    2115.83   (feet)  POSTED    
 ET0735  ___________________________________________________________________
 ET0735  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ET0735  DYNAMIC HT  -         644.150 (meters)    2113.35  (feet)  COMP
 ET0735  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 ET0735
 ET0735  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0735
 ET0735.The horizontal coordinates were scaled from a topographic map and have
 ET0735.an estimated accuracy of +/- 6 seconds.
 ET0735
 ET0735.The orthometric height was determined by differential leveling
 ET0735.and adjusted by the National Geodetic Survey in November 2005..
 ET0735.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0735.rate of 0.0 thru 1.0 mm/km.
 ET0735
 ET0735.The geoid height was determined by GEOID03.
 ET0735
 ET0735.The dynamic height is computed by dividing the NAVD 88
 ET0735.geopotential number by the normal gravity value computed on the
 ET0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0735.degrees latitude (g = 980.6199 gals.).
 ET0735
 ET0735.The modeled gravity was interpolated from observed gravity values.
 ET0735
 ET0735;                    North         East    Units  Estimated Accuracy
 ET0735;SPC AZ W     -   401,920.      233,580.      MT  (+/- 180 meters Scaled)
 ET0735
 ET0735                          SUPERSEDED SURVEY CONTROL
 ET0735
 ET0735  NGVD 29 (??/??/92)  644.194  (m)         2113.49   (f) ADJ UNCH    1 2
 ET0735
 ET0735.Superseded values are not recommended for survey control.
 ET0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0735.See file dsdata.txt to determine how the superseded data were derived.
 ET0735
 ET0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD681342(NAD 83)
 ET0735_MARKER: DB = BENCH MARK DISK
 ET0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0735_STAMPING: C 287 1950
 ET0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0735+STABILITY: SURFACE MOTION
 ET0735
 ET0735  HISTORY     - Date     Condition        Report By
 ET0735  HISTORY     - 1950     MONUMENTED       CGS
 ET0735
 ET0735                          STATION DESCRIPTION
 ET0735
 ET0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0735'7.8 MI S FROM WIKIEUP.
 ET0735'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0735'WIKIEUP, THENCE 0.4 MILE EAST ALONG A COUNTY DIRT ROAD, 215 FEET WEST
 ET0735'OF A 15-INCH SAGUARO CACTUS, 26 1/2 FEET SOUTH OF THE CENTER LINE OF
 ET0735'THE ROAD, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 ET0735'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0735'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0467 ***********************************************************************
 ET0467  DESIGNATION -  C 288
 ET0467  PID         -  ET0467
 ET0467  STATE/COUNTY-  AZ/YAVAPAI
 ET0467  USGS QUAD   -  IRON SPRINGS (1979)
 ET0467
 ET0467                         *CURRENT SURVEY CONTROL
 ET0467  ___________________________________________________________________
 ET0467* NAD 83(1986)-  34 33 50.     (N)    112 32 21.     (W)     SCALED    
 ET0467* NAVD 88     -      1734.000  (meters)    5688.97   (feet)  POSTED    
 ET0467  ___________________________________________________________________
 ET0467  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0467  DYNAMIC HT  -        1731.600 (meters)    5681.09  (feet)  COMP
 ET0467  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 ET0467
 ET0467  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0467
 ET0467.The horizontal coordinates were scaled from a topographic map and have
 ET0467.an estimated accuracy of +/- 6 seconds.
 ET0467
 ET0467.The orthometric height was determined by differential leveling
 ET0467.and adjusted by the National Geodetic Survey in November 2005..
 ET0467.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0467.rate of 1.1 thru 2.0 mm/km.
 ET0467
 ET0467.The geoid height was determined by GEOID03.
 ET0467
 ET0467.The dynamic height is computed by dividing the NAVD 88
 ET0467.geopotential number by the normal gravity value computed on the
 ET0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0467.degrees latitude (g = 980.6199 gals.).
 ET0467
 ET0467.The modeled gravity was interpolated from observed gravity values.
 ET0467
 ET0467;                    North         East    Units  Estimated Accuracy
 ET0467;SPC AZ C     -   395,370.      156,240.      MT  (+/- 180 meters Scaled)
 ET0467
 ET0467                          SUPERSEDED SURVEY CONTROL
 ET0467
 ET0467  NGVD 29 (??/??/92) 1733.116  (m)         5686.06   (f) ADJ UNCH    1 2
 ET0467
 ET0467.Superseded values are not recommended for survey control.
 ET0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0467.See file dsdata.txt to determine how the superseded data were derived.
 ET0467
 ET0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD588257(NAD 83)
 ET0467_MARKER: DB = BENCH MARK DISK
 ET0467_SETTING: 80 = SET IN A BOULDER
 ET0467_SP_SET: BOULDER
 ET0467_STAMPING: G 288 1950
 ET0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0467+STABILITY: SURFACE MOTION
 ET0467
 ET0467  HISTORY     - Date     Condition        Report By
 ET0467  HISTORY     - 1950     MONUMENTED       CGS
 ET0467  HISTORY     - 1974     GOOD             USGS
 ET0467  HISTORY     - 19970628 GOOD             USPSQD
 ET0467
 ET0467                          STATION DESCRIPTION
 ET0467
 ET0467'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0467'4.6 MI SE FROM IRON SPRINGS.
 ET0467'4.6 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0467'RAILWAY FROM THE STATION AT IRON SPRINGS, 5.9 MILES NORTHWEST OF
 ET0467'PRESCOTT, 100 FEET NORTHEAST OF R.R. GRADE AT TRAIL CROSSING AND 5
 ET0467'FEET EAST OF TRAIL IN A GRANITE BOULDER ABOUT 2 FEET ABOVE THE GROUND
 ET0467'AND 5.4 FEET BELOW THE RR GRADE OPPOSITE.
 ET0467
 ET0467                          STATION RECOVERY (1997)
 ET0467
 ET0467'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0596 ***********************************************************************
 ET0596  DESIGNATION -  C 289
 ET0596  PID         -  ET0596
 ET0596  STATE/COUNTY-  AZ/YAVAPAI
 ET0596  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0596
 ET0596                         *CURRENT SURVEY CONTROL
 ET0596  ___________________________________________________________________
 ET0596* NAD 83(1986)-  34 30 53.     (N)    113 19 08.     (W)     SCALED    
 ET0596* NAVD 88     -       941.243  (meters)    3088.06   (feet)  POSTED    
 ET0596  ___________________________________________________________________
 ET0596  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0596  DYNAMIC HT  -         940.090 (meters)    3084.28  (feet)  COMP
 ET0596  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 ET0596
 ET0596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0596
 ET0596.The horizontal coordinates were scaled from a topographic map and have
 ET0596.an estimated accuracy of +/- 6 seconds.
 ET0596
 ET0596.The orthometric height was determined by differential leveling
 ET0596.and adjusted by the National Geodetic Survey in November 2005..
 ET0596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0596.rate of 1.1 thru 2.0 mm/km.
 ET0596
 ET0596.The geoid height was determined by GEOID03.
 ET0596
 ET0596.The dynamic height is computed by dividing the NAVD 88
 ET0596.geopotential number by the normal gravity value computed on the
 ET0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0596.degrees latitude (g = 980.6199 gals.).
 ET0596
 ET0596.The modeled gravity was interpolated from observed gravity values.
 ET0596
 ET0596;                    North         East    Units  Estimated Accuracy
 ET0596;SPC AZ C     -   390,640.       84,610.      MT  (+/- 180 meters Scaled)
 ET0596
 ET0596                          SUPERSEDED SURVEY CONTROL
 ET0596
 ET0596  NGVD 29 (??/??/92)  940.510  (m)         3085.66   (f) ADJ UNCH    1 2
 ET0596
 ET0596.Superseded values are not recommended for survey control.
 ET0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0596.See file dsdata.txt to determine how the superseded data were derived.
 ET0596
 ET0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD871216(NAD 83)
 ET0596_MARKER: DB = BENCH MARK DISK
 ET0596_SETTING: 80 = SET IN A BOULDER
 ET0596_SP_SET: GRANITE BOULDER
 ET0596_STAMPING: C 289 1950
 ET0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0596+STABILITY: SURFACE MOTION
 ET0596
 ET0596  HISTORY     - Date     Condition        Report By
 ET0596  HISTORY     - 1950     MONUMENTED       CGS
 ET0596
 ET0596                          STATION DESCRIPTION
 ET0596
 ET0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0596'23.0 MI SW FROM BAGDAD.
 ET0596'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0596'AT BAGDAD, THENCE 16.2 MILES WEST ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0596'SOUTHEAST OF A CATTLE GUARD, 0.05 MILE WEST OF THE JUNCTION OF A TRACK
 ET0596'ROAD LEADING SOUTH TO AN OLD HOUSE, IN THE TOP OF A GRANITE BOULDER ON
 ET0596'THE WEST SIDE OF A ROCKY PEAK, 82 FEET WEST OF THE TOP OF A PROMINENT
 ET0596'HUMP IN THE ROAD, 61 FEET NORTH OF THE NORTH EDGE OF A DRY WASH, 40
 ET0596'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT LOWER THAN
 ET0596'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0286 ***********************************************************************
 ES0286  DESIGNATION -  C 29
 ES0286  PID         -  ES0286
 ES0286  STATE/COUNTY-  AZ/GILA
 ES0286  USGS QUAD   -  PAYSON NORTH (1973)
 ES0286
 ES0286                         *CURRENT SURVEY CONTROL
 ES0286  ___________________________________________________________________
 ES0286* NAD 83(1986)-  34 16 41.     (N)    111 19 26.     (W)     SCALED    
 ES0286* NAVD 88     -      1509.385  (meters)    4952.04   (feet)  ADJUSTED  
 ES0286  ___________________________________________________________________
 ES0286  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ES0286  DYNAMIC HT  -        1507.304 (meters)    4945.21  (feet)  COMP
 ES0286  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 ES0286  OBS GRAVITY -     979,204.0   (mgal)                       GRAV_OBS
 ES0286
 ES0286  VERT ORDER  -  FIRST     CLASS II
 ES0286
 ES0286.The horizontal coordinates were scaled from a topographic map and have
 ES0286.an estimated accuracy of +/- 6 seconds.
 ES0286
 ES0286.The orthometric height was determined by differential leveling
 ES0286.and adjusted by the National Geodetic Survey in June 1991..
 ES0286
 ES0286.The geoid height was determined by GEOID03.
 ES0286
 ES0286.The dynamic height is computed by dividing the NAVD 88
 ES0286.geopotential number by the normal gravity value computed on the
 ES0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0286.degrees latitude (g = 980.6199 gals.).
 ES0286
 ES0286.The modeled gravity was interpolated from observed gravity values.
 ES0286.The observed gravity was obtained from relative gravimeter ties
 ES0286.to the IGSN71 gravity network.
 ES0286
 ES0286;                    North         East    Units  Estimated Accuracy
 ES0286;SPC AZ E     -   364,100.      106,810.      MT  (+/- 180 meters Scaled)
 ES0286
 ES0286                          SUPERSEDED SURVEY CONTROL
 ES0286
 ES0286.No superseded survey control is available for this station.
 ES0286
 ES0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701930(NAD 83)
 ES0286_MARKER: DB = BENCH MARK DISK
 ES0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0286_STAMPING: C 29
 ES0286_MARK LOGO: CGS   
 ES0286_PROJECTION: PROJECTING 18 CENTIMETERS
 ES0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0286+STABILITY: SURFACE MOTION
 ES0286
 ES0286  HISTORY     - Date     Condition        Report By
 ES0286  HISTORY     - UNK      MONUMENTED       CGS
 ES0286  HISTORY     - 1973     GOOD             USGS
 ES0286  HISTORY     - 1982     GOOD             NGS
 ES0286  HISTORY     - 20050903 GOOD             USPSQD
 ES0286
 ES0286                          STATION DESCRIPTION
 ES0286
 ES0286'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0286'4.0 MI NE FROM PAYSON.
 ES0286'FROM THE POST OFFICE IN PAYSON GO 0.6 MI. EAST ON MAIN ST. THENCE
 ES0286'NORTH ON STATE HIGHWAY 87 FOR 3.4 MILES TO CURVE IN HIGHWAY, 200 FEET
 ES0286'SOUTHWEST OF HIGHWAY, 160 FT. SOUTH OF A CATTLEGUARD.  40 FT. EAST OF
 ES0286'A DIRT ROAD, IN A CONCRETE POST.
 ES0286
 ES0286                          STATION RECOVERY (1982)
 ES0286
 ES0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0286'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0286'5.6 KM (3.5 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON,
 ES0286'WHICH IS ALSO THE OLD HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF STATE HIGHWAY
 ES0286'87 ALONG THE OLD HIGHWAY WHICH IS NOW A DIRT ROAD, ON A CUT BANK
 ES0286'BETWEEN WASHOUTS IN THE OLD HIGHWAY, 13.7 METERS (45 FT) EAST OF THE
 ES0286'CENTER OF THE OLD HIGHWAY, 41.1 METERS (135 FT) SOUTH OF A CATTLE
 ES0286'GUARD AND A GATE, 21.9 METERS (72 FT) WEST OF A FENCE.
 ES0286'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0286'THE MARK IS 2.0 M ABOVE THE OLD HIGHWAY.
 ES0286
 ES0286                          STATION RECOVERY (2005)
 ES0286
 ES0286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0286'MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0365 ***********************************************************************
 ET0365  DESIGNATION -  C 290
 ET0365  PID         -  ET0365
 ET0365  STATE/COUNTY-  AZ/YAVAPAI
 ET0365  USGS QUAD   -  HILLSIDE (1969)
 ET0365
 ET0365                         *CURRENT SURVEY CONTROL
 ET0365  ___________________________________________________________________
 ET0365* NAD 83(1986)-  34 26 24.     (N)    112 55 51.     (W)     SCALED    
 ET0365* NAVD 88     -      1206.845  (meters)    3959.46   (feet)  POSTED    
 ET0365  ___________________________________________________________________
 ET0365  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0365  DYNAMIC HT  -        1205.320 (meters)    3954.45  (feet)  COMP
 ET0365  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 ET0365
 ET0365  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0365
 ET0365.The horizontal coordinates were scaled from a topographic map and have
 ET0365.an estimated accuracy of +/- 6 seconds.
 ET0365
 ET0365.The orthometric height was determined by differential leveling
 ET0365.and adjusted by the National Geodetic Survey in November 2005..
 ET0365.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0365.rate of 2.1 thru 3.0 mm/km.
 ET0365
 ET0365.The geoid height was determined by GEOID03.
 ET0365
 ET0365.The dynamic height is computed by dividing the NAVD 88
 ET0365.geopotential number by the normal gravity value computed on the
 ET0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0365.degrees latitude (g = 980.6199 gals.).
 ET0365
 ET0365.The modeled gravity was interpolated from observed gravity values.
 ET0365
 ET0365;                    North         East    Units  Estimated Accuracy
 ET0365;SPC AZ C     -   381,920.      120,160.      MT  (+/- 180 meters Scaled)
 ET0365
 ET0365                          SUPERSEDED SURVEY CONTROL
 ET0365
 ET0365  NGVD 29 (??/??/92) 1206.093  (m)         3956.99   (f) ADJ UNCH    1 2
 ET0365
 ET0365.Superseded values are not recommended for survey control.
 ET0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0365.See file dsdata.txt to determine how the superseded data were derived.
 ET0365
 ET0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD226126(NAD 83)
 ET0365_MARKER: DB = BENCH MARK DISK
 ET0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0365_SP_SET: CULVERT
 ET0365_STAMPING: C 290 1950
 ET0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0365
 ET0365  HISTORY     - Date     Condition        Report By
 ET0365  HISTORY     - 1950     MONUMENTED       CGS
 ET0365  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0365
 ET0365                          STATION DESCRIPTION
 ET0365
 ET0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0365'2.0 MI NW FROM HILLSIDE.
 ET0365'2.0 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0365'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, IN A DIP BETWEEN TWO
 ET0365'DIRT CUTS, AT A 48-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF
 ET0365'THE WEST END OF THE SOUTH CONCRETE HEAD WALL, 16 FEET SOUTH OF THE
 ET0365'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED
 ET0365'BY THE WHITE PAINTED LETTERS B M.
 ET0365
 ET0365                          STATION RECOVERY (1969)
 ET0365
 ET0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0735 ***********************************************************************
 CZ0735  DESIGNATION -  C 291
 CZ0735  PID         -  CZ0735
 CZ0735  STATE/COUNTY-  AZ/PIMA
 CZ0735  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0735
 CZ0735                         *CURRENT SURVEY CONTROL
 CZ0735  ___________________________________________________________________
 CZ0735* NAD 83(1986)-  32 11 58.     (N)    111 06 53.     (W)     SCALED    
 CZ0735* NAVD 88     -       821.20   (+/-2cm)    2694.2    (feet)  VERTCON   
 CZ0735  ___________________________________________________________________
 CZ0735  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0735
 CZ0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0735
 CZ0735.The horizontal coordinates were scaled from a topographic map and have
 CZ0735.an estimated accuracy of +/- 6 seconds.
 CZ0735
 CZ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0735.The vertical order pertains to the NGVD 29 superseded value.
 CZ0735
 CZ0735.The geoid height was determined by GEOID03.
 CZ0735
 CZ0735;                    North         East    Units  Estimated Accuracy
 CZ0735;SPC AZ C     -   133,260.      288,970.      MT  (+/- 180 meters Scaled)
 CZ0735
 CZ0735                          SUPERSEDED SURVEY CONTROL
 CZ0735
 CZ0735  NGVD 29 (??/??/92)  820.504  (m)         2691.94   (f) ADJ UNCH    2 0
 CZ0735
 CZ0735.Superseded values are not recommended for survey control.
 CZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0735.See file dsdata.txt to determine how the superseded data were derived.
 CZ0735
 CZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA891625(NAD 83)
 CZ0735_MARKER: DB = BENCH MARK DISK
 CZ0735_SETTING: 80 = SET IN A BOULDER
 CZ0735_SP_SET: BOULDER
 CZ0735_STAMPING: C 291 1951
 CZ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0735+STABILITY: SURFACE MOTION
 CZ0735
 CZ0735  HISTORY     - Date     Condition        Report By
 CZ0735  HISTORY     - 1951     MONUMENTED       CGS
 CZ0735  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0735  HISTORY     - 20010906 GOOD             INDIV
 CZ0735
 CZ0735                          STATION DESCRIPTION
 CZ0735
 CZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0735'9.6 MI W FROM TUCSON.
 CZ0735'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0735'HIGHWAY 86 (AJO-TUCSON), THENCE 3.4 MILES NORTHWEST ALONG KINNEY ROAD,
 CZ0735'0.5 MILE SOUTHEAST OF A JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO
 CZ0735'THE IRONWOOD PICNIC AREA, ON THE SOUTHWEST SLOPE OF A ROCK COVERED
 CZ0735'HILL, IN THE TOP OF THE WEST SIDE OF A 6 BY 8 FEET BOULDER PROJECTING
 CZ0735'ABOUT 4 FEET ABOVE THE GROUND, 193 FEET NORTHEAST OF THE CENTER LINE
 CZ0735'OF THE ROAD, 1.7 FEET EAST OF THE WEST END OF THE BOULDER, 1.5 FEET
 CZ0735'NORTH OF THE SOUTH EDGE OF THE BOULDER, AND ABOUT 25 FEET HIGHER THAN
 CZ0735'THE ROAD.
 CZ0735
 CZ0735                          STATION RECOVERY (1995)
 CZ0735
 CZ0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0735'MARK NOT FOUND.
 CZ0735
 CZ0735                          STATION RECOVERY (2001)
 CZ0735
 CZ0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0735'I RECOVERED THE MARKER AS DESCRIBED.  GPS MEASURED COORDINATES WERE
 CZ0735'N32 11 59.0, W111 06 53.3, ELEV. 2674 (WGS 84).  I TOOK PHOTOS OF THE
 CZ0735'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0403 ***********************************************************************
 CZ0403  DESIGNATION -  C 292
 CZ0403  PID         -  CZ0403
 CZ0403  STATE/COUNTY-  AZ/PINAL
 CZ0403  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0403
 CZ0403                         *CURRENT SURVEY CONTROL
 CZ0403  ___________________________________________________________________
 CZ0403* NAD 83(1986)-  32 31 28.     (N)    111 27 42.     (W)     SCALED    
 CZ0403* NAVD 88     -       572.94   (+/-2cm)    1879.7    (feet)  VERTCON   
 CZ0403  ___________________________________________________________________
 CZ0403  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0403
 CZ0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0403
 CZ0403.The horizontal coordinates were scaled from a topographic map and have
 CZ0403.an estimated accuracy of +/- 6 seconds.
 CZ0403
 CZ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0403.The vertical order pertains to the NGVD 29 superseded value.
 CZ0403
 CZ0403.The geoid height was determined by GEOID03.
 CZ0403
 CZ0403;                    North         East    Units  Estimated Accuracy
 CZ0403;SPC AZ C     -   169,110.      256,100.      MT  (+/- 180 meters Scaled)
 CZ0403
 CZ0403                          SUPERSEDED SURVEY CONTROL
 CZ0403
 CZ0403  NGVD 29 (??/??/92)  572.433  (m)         1878.06   (f) ADJ UNCH    2 0
 CZ0403
 CZ0403.Superseded values are not recommended for survey control.
 CZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0403.See file dsdata.txt to determine how the superseded data were derived.
 CZ0403
 CZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA566986(NAD 83)
 CZ0403_MARKER: DB = BENCH MARK DISK
 CZ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0403_STAMPING: C 292 1951
 CZ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0403+STABILITY: SURFACE MOTION
 CZ0403
 CZ0403  HISTORY     - Date     Condition        Report By
 CZ0403  HISTORY     - 1951     MONUMENTED       CGS
 CZ0403  HISTORY     - 1977     GOOD             USGS
 CZ0403
 CZ0403                          STATION DESCRIPTION
 CZ0403
 CZ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0403'8.9 MI W FROM RED ROCK.
 CZ0403'0.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0403'RAILROAD STATION AT RED ROCK, THENCE 8.7 MILES WEST ALONG A GRADED
 CZ0403'ROAD, ABOUT 127 YARDS SOUTHWEST OF THE WEST CORNER OF A WIRE FENCE
 CZ0403'AROUND A DIRT WATER TANK, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0403'THE ROAD, 41 FEET NORTHEAST OF A PALO VERDE TREE, 2.6 FEET NORTHWEST
 CZ0403'OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 CZ0403'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ0403
 CZ0403                          STATION RECOVERY (1977)
 CZ0403
 CZ0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0403'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0403'STATION AT RED ROCK, THENCE 8.7 MI SW. ALONG SASCO RD. ABOUT 127 YDS
 CZ0403'SW. OF WEST CORNER OF DIRT WATER TANK. 63 FT SE. OF CENTERLINE OF
 CZ0403'RD., 41 FT NE. OF PALO VERDE TREE, 2.6 FT NW. OF WITNESS POST, ABOUT
 CZ0403'2 FT LOWER THAN RD. IN CONCRETE POST PROJECTING 0.8 FT. NGS DISK
 CZ0403'STAMPED C 292 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0587 ***********************************************************************
 CZ0587  DESIGNATION -  C 294
 CZ0587  PID         -  CZ0587
 CZ0587  STATE/COUNTY-  AZ/PINAL
 CZ0587  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0587
 CZ0587                         *CURRENT SURVEY CONTROL
 CZ0587  ___________________________________________________________________
 CZ0587* NAD 83(1986)-  32 29 56.     (N)    111 20 31.     (W)     SCALED    
 CZ0587* NAVD 88     -       571.74   (+/-2cm)    1875.8    (feet)  VERTCON   
 CZ0587  ___________________________________________________________________
 CZ0587  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ0587
 CZ0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0587
 CZ0587.The horizontal coordinates were scaled from a topographic map and have
 CZ0587.an estimated accuracy of +/- 6 seconds.
 CZ0587
 CZ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0587.The vertical order pertains to the NGVD 29 superseded value.
 CZ0587
 CZ0587.The geoid height was determined by GEOID03.
 CZ0587
 CZ0587;                    North         East    Units  Estimated Accuracy
 CZ0587;SPC AZ C     -   166,330.      267,370.      MT  (+/- 180 meters Scaled)
 CZ0587
 CZ0587                          SUPERSEDED SURVEY CONTROL
 CZ0587
 CZ0587  NGVD 29 (??/??/92)  571.265  (m)         1874.23   (f) ADJ UNCH    2 0
 CZ0587
 CZ0587.Superseded values are not recommended for survey control.
 CZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0587.See file dsdata.txt to determine how the superseded data were derived.
 CZ0587
 CZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA678957(NAD 83)
 CZ0587_MARKER: DB = BENCH MARK DISK
 CZ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0587_STAMPING: C 294 1951
 CZ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0587+STABILITY: SURFACE MOTION
 CZ0587
 CZ0587  HISTORY     - Date     Condition        Report By
 CZ0587  HISTORY     - 1951     MONUMENTED       CGS
 CZ0587  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0587
 CZ0587                          STATION DESCRIPTION
 CZ0587
 CZ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0587'4.6 MI W FROM MARANA AIR BASE.
 CZ0587'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0587'MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILE NORTHWEST AND WEST
 CZ0587'ALONG A ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND GATE TO THE
 CZ0587'SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE WEST TO THE ROAD
 CZ0587'LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST TO A T JUNCTION OF A
 CZ0587'ROAD LEADING SOUTH AND SOUTHEAST, THENCE 1.05 MILES SOUTHEAST ALONG
 CZ0587'THIS ROAD TO A WOODEN GATE, AT A WOODEN GATE ACROSS THE ROAD AT A Y
 CZ0587'JUNCTION, 56 FEET NORTHWEST OF THE CENTER OF THE FORKS OF THREE ROADS,
 CZ0587'22 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST
 CZ0587'THRU THE WOODEN GATE, 16.5 FEET NORTHEAST OF THE NORTHEAST IRON GATE
 CZ0587'POST, 1.4 FEET SOUTHEAST OF THE FENCE LINE, 2.2 FEET WEST OF THE
 CZ0587'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD LEADING
 CZ0587'NORTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CZ0587'ABOVE THE GROUND.
 CZ0587
 CZ0587                          STATION RECOVERY (1977)
 CZ0587
 CZ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0816 ***********************************************************************
 CZ0816  DESIGNATION -  C 296
 CZ0816  PID         -  CZ0816
 CZ0816  STATE/COUNTY-  AZ/PIMA
 CZ0816  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0816
 CZ0816                         *CURRENT SURVEY CONTROL
 CZ0816  ___________________________________________________________________
 CZ0816* NAD 83(1986)-  32 08 03.     (N)    111 10 11.     (W)     SCALED    
 CZ0816* NAVD 88     -       740.69   (+/-2cm)    2430.1    (feet)  VERTCON   
 CZ0816  ___________________________________________________________________
 CZ0816  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0816
 CZ0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0816
 CZ0816.The horizontal coordinates were scaled from a topographic map and have
 CZ0816.an estimated accuracy of +/- 6 seconds.
 CZ0816
 CZ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0816.The vertical order pertains to the NGVD 29 superseded value.
 CZ0816
 CZ0816.The geoid height was determined by GEOID03.
 CZ0816
 CZ0816;                    North         East    Units  Estimated Accuracy
 CZ0816;SPC AZ C     -   125,990.      283,830.      MT  (+/- 180 meters Scaled)
 CZ0816
 CZ0816                          SUPERSEDED SURVEY CONTROL
 CZ0816
 CZ0816  NGVD 29 (??/??/92)  740.009  (m)         2427.85   (f) ADJ UNCH    2 0
 CZ0816
 CZ0816.Superseded values are not recommended for survey control.
 CZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0816.See file dsdata.txt to determine how the superseded data were derived.
 CZ0816
 CZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839553(NAD 83)
 CZ0816_MARKER: DB = BENCH MARK DISK
 CZ0816_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0816_STAMPING: C 296 1951
 CZ0816_MARK LOGO: CGS   
 CZ0816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0816
 CZ0816  HISTORY     - Date     Condition        Report By
 CZ0816  HISTORY     - 1951     MONUMENTED       CGS
 CZ0816  HISTORY     - 1979     GOOD             LOCSUR
 CZ0816  HISTORY     - 19820615 GOOD             NGS
 CZ0816  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0816  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 CZ0816
 CZ0816                          STATION DESCRIPTION
 CZ0816
 CZ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0816'12.7 MI SW FROM TUCSON.
 CZ0816'12.7 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0816'STATE HIGHWAY 86, ACROSS THE HIGHWAY FROM THE MAIN ENTRANCE TO THE
 CZ0816'RYAN AIRPORT, 108 FEET SOUTHWEST OF AND ACROSS STATE HIGHWAY 86 FROM
 CZ0816'THE CENTER OF THE T JUNCTION OF THE DRIVE TO THE RYAN AIRPORT, 47 1/2
 CZ0816'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET
 CZ0816'NORTHWEST OF A POWER LINE POLE, 19 FEET SOUTHWEST OF A TELEPHONE POLE,
 CZ0816'2.4 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 CZ0816'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CZ0816'THE GROUND.
 CZ0816
 CZ0816                          STATION RECOVERY (1979)
 CZ0816
 CZ0816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0816'RECOVERED IN GOOD CONDITION.
 CZ0816
 CZ0816                          STATION RECOVERY (1982)
 CZ0816
 CZ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CZ0816'THE STATION IS LOCATED ALONG THE SOUTHEASTERLY EDGE OF STATE HIGHWAY
 CZ0816'86 (WEST AJO WAY) AT THE MAIN ENTRANCE OF RYAN FIELD AND BENEATH THE
 CZ0816'INTERSECTION OF TWO UTILITY LINES, 84.3 FT (25.7 M) EAST OF A ARIZONA
 CZ0816'86 HIGHWAY SIGN, 47.2 FT (14.4 M) SOUTHEAST OF THE CENTERLINE OF THE
 CZ0816'HIGHWAY, 24.4 FT (7.4 M) SOUTHWEST OF THE UTILITY POLE OF THE LINE
 CZ0816'THAT PARALLELS HIGHWAY 86, 22.1 FT (6.7 M) NORTHWEST OF THE UTILITY
 CZ0816'POLE 365 IN THE LINE THAT IS PERPENDICULAR TO THE HIGHWAY, AND 2.4 FT
 CZ0816'(0.7 M) NORTHEAST OF 2 FT (0.6 M) IN DIAMETER MASS OF CONCRETE THAT
 CZ0816'ONCE HELD A 4 BY 4 WOODEN WITNESS POST.  THE STATION IS MARKED WITH A
 CZ0816'STANDARD CGS BRONZE BENCH MARK DISK, STAMPED C 296 1951, SET IN THE
 CZ0816'TOP OF A 12 INCH CYLINDRICAL CONCRETE POST THAT IS ABOUT 0.4 FT (12.2
 CZ0816'CM) ABOVE THE SURFACE OF THE GROUND.  NOTE, LOST.  BELIEVED DESTROYED
 CZ0816'BY ROAD CONSTRUCTION.
 CZ0816
 CZ0816                          STATION RECOVERY (1995)
 CZ0816
 CZ0816'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0816'MARK NOT FOUND.
 CZ0816
 CZ0816                          STATION RECOVERY (1999)
 CZ0816
 CZ0816'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0039 ***********************************************************************
 DA0039  DESIGNATION -  C 298
 DA0039  PID         -  DA0039
 DA0039  STATE/COUNTY-  AZ/PINAL
 DA0039  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0039
 DA0039                         *CURRENT SURVEY CONTROL
 DA0039  ___________________________________________________________________
 DA0039* NAD 83(1986)-  32 37 51.     (N)    112 10 02.     (W)     SCALED    
 DA0039* NAVD 88     -       630.79   (+/-2cm)    2069.5    (feet)  VERTCON   
 DA0039  ___________________________________________________________________
 DA0039  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0039
 DA0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0039
 DA0039.The horizontal coordinates were scaled from a topographic map and have
 DA0039.an estimated accuracy of +/- 6 seconds.
 DA0039
 DA0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0039.The vertical order pertains to the NGVD 29 superseded value.
 DA0039
 DA0039.The geoid height was determined by GEOID03.
 DA0039
 DA0039;                    North         East    Units  Estimated Accuracy
 DA0039;SPC AZ C     -   180,840.      189,850.      MT  (+/- 180 meters Scaled)
 DA0039
 DA0039                          SUPERSEDED SURVEY CONTROL
 DA0039
 DA0039  NGVD 29 (??/??/92)  630.111  (m)         2067.29   (f) ADJ UNCH    2 0
 DA0039
 DA0039.Superseded values are not recommended for survey control.
 DA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0039.See file dsdata.txt to determine how the superseded data were derived.
 DA0039
 DA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB905109(NAD 83)
 DA0039_MARKER: DB = BENCH MARK DISK
 DA0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0039_STAMPING: C 298 1951
 DA0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0039+STABILITY: SURFACE MOTION
 DA0039
 DA0039  HISTORY     - Date     Condition        Report By
 DA0039  HISTORY     - 1951     MONUMENTED       CGS
 DA0039  HISTORY     - 1952     GOOD             NGS
 DA0039
 DA0039                          STATION DESCRIPTION
 DA0039
 DA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0039'3.9 MI W FROM BITTER WELL.
 DA0039'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0039'0.7 MILE NORTHWEST ALONG A TRACK ROAD, AT THE INTERSECTION OF THE EL
 DA0039'PASO NATURAL GAS PINE LINE MAINTAINANCE ROAD, 35 1/2 FEET NORTHWEST OF
 DA0039'THE MAINTAINANCE ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DA0039'TRACK ROAD, 1.4 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP
 DA0039'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 DA0039'LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1219 ***********************************************************************
 CZ1219  DESIGNATION -  C 299
 CZ1219  PID         -  CZ1219
 CZ1219  STATE/COUNTY-  AZ/PINAL
 CZ1219  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1219
 CZ1219                         *CURRENT SURVEY CONTROL
 CZ1219  ___________________________________________________________________
 CZ1219* NAD 83(1986)-  32 45 34.     (N)    111 53 13.     (W)     SCALED    
 CZ1219* NAVD 88     -       423.76   (+/-2cm)    1390.3    (feet)  VERTCON   
 CZ1219  ___________________________________________________________________
 CZ1219  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ1219
 CZ1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1219
 CZ1219.The horizontal coordinates were scaled from a topographic map and have
 CZ1219.an estimated accuracy of +/- 6 seconds.
 CZ1219
 CZ1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1219.The vertical order pertains to the NGVD 29 superseded value.
 CZ1219
 CZ1219.The geoid height was determined by GEOID03.
 CZ1219
 CZ1219;                    North         East    Units  Estimated Accuracy
 CZ1219;SPC AZ C     -   195,080.      216,150.      MT  (+/- 180 meters Scaled)
 CZ1219
 CZ1219                          SUPERSEDED SURVEY CONTROL
 CZ1219
 CZ1219  NGVD 29 (??/??/92)  423.158  (m)         1388.31   (f) ADJ UNCH    2 0
 CZ1219
 CZ1219.Superseded values are not recommended for survey control.
 CZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1219.See file dsdata.txt to determine how the superseded data were derived.
 CZ1219
 CZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169249(NAD 83)
 CZ1219_MARKER: DB = BENCH MARK DISK
 CZ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1219_STAMPING: C 299 1951
 CZ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1219+STABILITY: SURFACE MOTION
 CZ1219
 CZ1219  HISTORY     - Date     Condition        Report By
 CZ1219  HISTORY     - 1951     MONUMENTED       CGS
 CZ1219  HISTORY     - 1952     GOOD             NGS
 CZ1219
 CZ1219                          STATION DESCRIPTION
 CZ1219
 CZ1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1219'4.3 MI N FROM COCKLEBUR.
 CZ1219'4.3 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT COCKLEBUR, AT THE
 CZ1219'TOP OF A SMALL RISE 0.75 MILES SOUTH OF THE CROSSING OF THE EASTWEST
 CZ1219'TRACK ROAD, 0.25 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 CZ1219'LEADING NORTH, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ1219'1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CZ1219'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0227 ***********************************************************************
 FQ0227  DESIGNATION -  C 3
 FQ0227  PID         -  FQ0227
 FQ0227  STATE/COUNTY-  AZ/COCONINO
 FQ0227  USGS QUAD   -  BELLEMONT (1980)
 FQ0227
 FQ0227                         *CURRENT SURVEY CONTROL
 FQ0227  ___________________________________________________________________
 FQ0227* NAD 83(1986)-  35 13 45.     (N)    111 48 46.     (W)     SCALED    
 FQ0227* NAVD 88     -      2174.491  (meters)    7134.14   (feet)  ADJUSTED  
 FQ0227  ___________________________________________________________________
 FQ0227  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0227  DYNAMIC HT  -        2171.411 (meters)    7124.04  (feet)  COMP
 FQ0227  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 FQ0227
 FQ0227  VERT ORDER  -  FIRST     CLASS II
 FQ0227
 FQ0227.The horizontal coordinates were scaled from a topographic map and have
 FQ0227.an estimated accuracy of +/- 6 seconds.
 FQ0227
 FQ0227.The orthometric height was determined by differential leveling
 FQ0227.and adjusted by the National Geodetic Survey in June 1991..
 FQ0227
 FQ0227.The geoid height was determined by GEOID03.
 FQ0227
 FQ0227.The dynamic height is computed by dividing the NAVD 88
 FQ0227.geopotential number by the normal gravity value computed on the
 FQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0227.degrees latitude (g = 980.6199 gals.).
 FQ0227
 FQ0227.The modeled gravity was interpolated from observed gravity values.
 FQ0227
 FQ0227;                    North         East    Units  Estimated Accuracy
 FQ0227;SPC AZ C     -   469,000.      222,820.      MT  (+/- 180 meters Scaled)
 FQ0227
 FQ0227                          SUPERSEDED SURVEY CONTROL
 FQ0227
 FQ0227  NGVD 29 (??/??/92) 2173.483  (m)         7130.84   (f) ADJ UNCH    1 2
 FQ0227
 FQ0227.Superseded values are not recommended for survey control.
 FQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0227.See file dsdata.txt to determine how the superseded data were derived.
 FQ0227
 FQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD260987(NAD 83)
 FQ0227_MARKER: DB = BENCH MARK DISK
 FQ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0227_SP_SET: ABUTMENT
 FQ0227_STAMPING: ELEV. 7130.835 FT
 FQ0227_MARK LOGO: CGS   
 FQ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0227
 FQ0227  HISTORY     - Date     Condition        Report By
 FQ0227  HISTORY     - UNK      MONUMENTED       CGS
 FQ0227  HISTORY     - 1955     GOOD             NGS
 FQ0227  HISTORY     - 1958     GOOD             NGS
 FQ0227  HISTORY     - 1982     GOOD             NGS
 FQ0227  HISTORY     - 20000905 MARK NOT FOUND   NGS
 FQ0227
 FQ0227                          STATION DESCRIPTION
 FQ0227
 FQ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0227'1.3 MI E FROM BELLEMONT.
 FQ0227'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0227'THE STATION AT BELLEMONT, COCONINO COUNTY, 1 POLE EAST OF MILEPOST
 FQ0227'355, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE C 355,
 FQ0227'1 FOOT FROM THE FACE, 3 FEET FROM THE END  OF THE COPING STONE, AND 11
 FQ0227'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK,
 FQ0227'STAMPED ELEV. 7130.835 FT.
 FQ0227
 FQ0227                          STATION RECOVERY (1958)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0227'RECOVERED IN GOOD CONDITION.
 FQ0227
 FQ0227                          STATION RECOVERY (1982)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0227'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0227'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 2.7 KM (1.7 MI) WEST ALONG
 FQ0227'OLD US HIGHWAY 66, IN TOP OF THE NORTHEAST END OF THE NORTHWEST STONE
 FQ0227'ABUTMENT OF RAILROAD BRIDGE 355.0, 48.8 METERS (160 FT) SOUTH OF THE
 FQ0227'CENTERLINE OF THE HIGHWAY, 2.1 METERS (7 FT) NORTH OF THE NORTH RAIL,
 FQ0227'1 METER BELOW THE RAILS.
 FQ0227'THE MARK IS 2 M ABOVE THE HIGHWAY.
 FQ0227
 FQ0227                          STATION RECOVERY (2000)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0227'THE MARK WAS FOUND WITH THE STEM OF THE DISK IN PLACE BUT THE DISK
 FQ0227'MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0700 ***********************************************************************
 DW0700  DESIGNATION -  C 30
 DW0700  PID         -  DW0700
 DW0700  STATE/COUNTY-  AZ/LA PAZ
 DW0700  USGS QUAD   -  QUARTZSITE (1990)
 DW0700
 DW0700                         *CURRENT SURVEY CONTROL
 DW0700  ___________________________________________________________________
 DW0700* NAD 83(1986)-  33 40 00.     (N)    114 13 03.     (W)     SCALED    
 DW0700* NAVD 88     -       267.23   (+/-2cm)     876.7    (feet)  VERTCON   
 DW0700  ___________________________________________________________________
 DW0700  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DW0700
 DW0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0700
 DW0700.The horizontal coordinates were scaled from a topographic map and have
 DW0700.an estimated accuracy of +/- 6 seconds.
 DW0700
 DW0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0700.The vertical order pertains to the NGVD 29 superseded value.
 DW0700
 DW0700.The geoid height was determined by GEOID03.
 DW0700
 DW0700;                    North         East    Units  Estimated Accuracy
 DW0700;SPC AZ W     -   295,790.      170,010.      MT  (+/- 180 meters Scaled)
 DW0700
 DW0700                          SUPERSEDED SURVEY CONTROL
 DW0700
 DW0700  NGVD 29 (??/??/??)  266.558  (m)          874.53   (f) ADJUSTED    1 2
 DW0700
 DW0700.Superseded values are not recommended for survey control.
 DW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0700.See file dsdata.txt to determine how the superseded data were derived.
 DW0700
 DW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT579286(NAD 83)
 DW0700_MARKER: DB = BENCH MARK DISK
 DW0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0700_STAMPING: C 30 1933
 DW0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0700+STABILITY: SURFACE MOTION
 DW0700
 DW0700  HISTORY     - Date     Condition        Report By
 DW0700  HISTORY     - 1933     MONUMENTED       CGS
 DW0700  HISTORY     - 1962     GOOD             NGS
 DW0700  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0700
 DW0700                          STATION DESCRIPTION
 DW0700
 DW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0700'0.8 MI E FROM QUARTZSITE.
 DW0700'0.8 MILE EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0700'AT QUARTZSITE, AT THE JUNCTION OF U.S. HIGHWAY 95 SOUTH AND STATE
 DW0700'HIGHWAY 95 NORTH, 54 FEET NORTH OF THE CENTER OF HIGHWAY 60 AND
 DW0700'70, 24 FEET WEST OF THE CENTER OF STATE HIGHWAY 95 NORTH, 20
 DW0700'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE STATION,
 DW0700'AND IS ABOUT LEVEL WITH THE HIGHWAYS, AND IS SET IN TOP OF A
 DW0700'CONCRETE POST PROJECTING 1 INCH.
 DW0700
 DW0700                          STATION RECOVERY (1981)
 DW0700
 DW0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0700'NOT RECOVERED. NOTE-AREA DESCRIBED IS COVERED BY ASPHALT, MARK
 DW0700'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1355 ***********************************************************************
 CZ1355  DESIGNATION -  C 300
 CZ1355  PID         -  CZ1355
 CZ1355  STATE/COUNTY-  AZ/PINAL
 CZ1355  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1355
 CZ1355                         *CURRENT SURVEY CONTROL
 CZ1355  ___________________________________________________________________
 CZ1355* NAD 83(1986)-  32 33 20.     (N)    111 58 54.     (W)     SCALED    
 CZ1355* NAVD 88     -       496.29   (+/-2cm)    1628.2    (feet)  VERTCON   
 CZ1355  ___________________________________________________________________
 CZ1355  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ1355
 CZ1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1355
 CZ1355.The horizontal coordinates were scaled from a topographic map and have
 CZ1355.an estimated accuracy of +/- 6 seconds.
 CZ1355
 CZ1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1355.The vertical order pertains to the NGVD 29 superseded value.
 CZ1355
 CZ1355.The geoid height was determined by GEOID03.
 CZ1355
 CZ1355;                    North         East    Units  Estimated Accuracy
 CZ1355;SPC AZ C     -   172,470.      207,260.      MT  (+/- 180 meters Scaled)
 CZ1355
 CZ1355                          SUPERSEDED SURVEY CONTROL
 CZ1355
 CZ1355  NGVD 29 (??/??/92)  495.684  (m)         1626.26   (f) ADJ UNCH    2 0
 CZ1355
 CZ1355.Superseded values are not recommended for survey control.
 CZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1355.See file dsdata.txt to determine how the superseded data were derived.
 CZ1355
 CZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB078024(NAD 83)
 CZ1355_MARKER: DB = BENCH MARK DISK
 CZ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1355_STAMPING: C 300 1952
 CZ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1355+STABILITY: SURFACE MOTION
 CZ1355
 CZ1355  HISTORY     - Date     Condition        Report By
 CZ1355  HISTORY     - 1952     MONUMENTED       CGS
 CZ1355
 CZ1355                          STATION DESCRIPTION
 CZ1355
 CZ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1355'4.3 MI E FROM QUAJOTE.
 CZ1355'4.3 MILES EAST ALONG A GRADED ROAD FROM THE WELL AT THE INDIAN VILLAGE
 CZ1355'OF QUAJOTE, ABOUT 135 YARDS NORTH OF AND ACROSS THE ROAD FROM A LONE
 CZ1355'GIANT CACTUS, 54 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.1
 CZ1355'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1355'POST PROJECTING 0.5 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1355'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0740 ***********************************************************************
 CZ0740  DESIGNATION -  C 301
 CZ0740  PID         -  CZ0740
 CZ0740  STATE/COUNTY-  AZ/PIMA
 CZ0740  USGS QUAD   -  AVRA (1992)
 CZ0740
 CZ0740                         *CURRENT SURVEY CONTROL
 CZ0740  ___________________________________________________________________
 CZ0740* NAD 83(1986)-  32 15 21.     (N)    111 12 26.     (W)     SCALED    
 CZ0740* NAVD 88     -       745.16   (+/-2cm)    2444.7    (feet)  VERTCON   
 CZ0740  ___________________________________________________________________
 CZ0740  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ0740
 CZ0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0740
 CZ0740.The horizontal coordinates were scaled from a topographic map and have
 CZ0740.an estimated accuracy of +/- 6 seconds.
 CZ0740
 CZ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0740.The vertical order pertains to the NGVD 29 superseded value.
 CZ0740
 CZ0740.The geoid height was determined by GEOID03.
 CZ0740
 CZ0740;                    North         East    Units  Estimated Accuracy
 CZ0740;SPC AZ C     -   139,450.      280,210.      MT  (+/- 180 meters Scaled)
 CZ0740
 CZ0740                          SUPERSEDED SURVEY CONTROL
 CZ0740
 CZ0740  NGVD 29 (??/??/92)  744.500  (m)         2442.58   (f) ADJ UNCH    2 0
 CZ0740
 CZ0740.Superseded values are not recommended for survey control.
 CZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0740.See file dsdata.txt to determine how the superseded data were derived.
 CZ0740
 CZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA804688(NAD 83)
 CZ0740_MARKER: DB = BENCH MARK DISK
 CZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0740_STAMPING: C 301 1951
 CZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0740+STABILITY: SURFACE MOTION
 CZ0740
 CZ0740  HISTORY     - Date     Condition        Report By
 CZ0740  HISTORY     - 1951     MONUMENTED       CGS
 CZ0740
 CZ0740                          STATION DESCRIPTION
 CZ0740
 CZ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0740'15.5 MI W FROM TUCSON.
 CZ0740'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0740'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0740'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION,
 CZ0740'THENCE 0.2 MILE WEST ALONG A DIRT ROAD LEADING TO DONNS FARM, 0.2 MILE
 CZ0740'WEST OF A T ROAD JUNCTION, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CZ0740'ROAD, 2.2 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0740'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ0740'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0435 ***********************************************************************
 CG0435  DESIGNATION -  C 302
 CG0435  PID         -  CG0435
 CG0435  STATE/COUNTY-  AZ/PIMA
 CG0435  USGS QUAD   -  LAS GUIJAS (1983)
 CG0435
 CG0435                         *CURRENT SURVEY CONTROL
 CG0435  ___________________________________________________________________
 CG0435* NAD 83(1986)-  31 41 36.     (N)    111 29 12.     (W)     SCALED    
 CG0435* NAVD 88     -      1055.85   (+/-2cm)    3464.1    (feet)  VERTCON   
 CG0435  ___________________________________________________________________
 CG0435  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CG0435
 CG0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0435
 CG0435.The horizontal coordinates were scaled from a topographic map and have
 CG0435.an estimated accuracy of +/- 6 seconds.
 CG0435
 CG0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0435.The vertical order pertains to the NGVD 29 superseded value.
 CG0435
 CG0435.The geoid height was determined by GEOID03.
 CG0435
 CG0435;                    North         East    Units  Estimated Accuracy
 CG0435;SPC AZ C     -    76,950.      254,120.      MT  (+/- 180 meters Scaled)
 CG0435
 CG0435                          SUPERSEDED SURVEY CONTROL
 CG0435
 CG0435  NGVD 29 (??/??/92) 1055.072  (m)         3461.52   (f) ADJ UNCH    2 0
 CG0435
 CG0435.Superseded values are not recommended for survey control.
 CG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0435.See file dsdata.txt to determine how the superseded data were derived.
 CG0435
 CG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA538065(NAD 83)
 CG0435_MARKER: DB = BENCH MARK DISK
 CG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0435_STAMPING: C 302 1951
 CG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0435+STABILITY: SURFACE MOTION
 CG0435
 CG0435  HISTORY     - Date     Condition        Report By
 CG0435  HISTORY     - 1951     MONUMENTED       CGS
 CG0435  HISTORY     - 1977     GOOD             USGS
 CG0435  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0435
 CG0435                          STATION DESCRIPTION
 CG0435
 CG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0435'15.3 MI N FROM SASABE.
 CG0435'15.3 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0435'HOUSE AT SASABE, 0.35 MILE SOUTH OF THE COUNTY ROAD CAMP BUILDING, AND
 CG0435'ABOUT 330 FEET EAST OF A FENCE LINE RUNNING NORTH AND SOUTH, AND ABOUT
 CG0435'245 FEET EAST OF A POWER LINE POLE, 45 FEET EAST OF THE CENTER LINE OF
 CG0435'THE ROAD, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0435'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0435'THE GROUND.
 CG0435
 CG0435                          STATION RECOVERY (1977)
 CG0435
 CG0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0435'....ALONG THE THREE POINTS-SASABE ROAD... SHOULD READ ....ALONG STATE
 CG0435'HWY. 286...
 CG0435
 CG0435                          STATION RECOVERY (2001)
 CG0435
 CG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1297 ***********************************************************************
 CZ1297  DESIGNATION -  C 303
 CZ1297  PID         -  CZ1297
 CZ1297  STATE/COUNTY-  AZ/PINAL
 CZ1297  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1297
 CZ1297                         *CURRENT SURVEY CONTROL
 CZ1297  ___________________________________________________________________
 CZ1297* NAD 83(1986)-  32 44 55.     (N)    111 37 11.     (W)     SCALED    
 CZ1297* NAVD 88     -       467.661  (meters)    1534.32   (feet)  ADJUSTED  
 CZ1297  ___________________________________________________________________
 CZ1297  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ1297  DYNAMIC HT  -         467.074 (meters)    1532.39  (feet)  COMP
 CZ1297  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 CZ1297
 CZ1297  VERT ORDER  -  FIRST     CLASS II
 CZ1297
 CZ1297.The horizontal coordinates were scaled from a topographic map and have
 CZ1297.an estimated accuracy of +/- 6 seconds.
 CZ1297
 CZ1297.The orthometric height was determined by differential leveling
 CZ1297.and adjusted by the National Geodetic Survey in November 1993..
 CZ1297
 CZ1297.The geoid height was determined by GEOID03.
 CZ1297
 CZ1297.The dynamic height is computed by dividing the NAVD 88
 CZ1297.geopotential number by the normal gravity value computed on the
 CZ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1297.degrees latitude (g = 980.6199 gals.).
 CZ1297
 CZ1297.The modeled gravity was interpolated from observed gravity values.
 CZ1297
 CZ1297;                    North         East    Units  Estimated Accuracy
 CZ1297;SPC AZ C     -   193,910.      241,190.      MT  (+/- 180 meters Scaled)
 CZ1297
 CZ1297                          SUPERSEDED SURVEY CONTROL
 CZ1297
 CZ1297  NGVD 29 (??/??/92)  468.847  (m)         1538.21   (f) ADJ UNCH    1 2
 CZ1297
 CZ1297.Superseded values are not recommended for survey control.
 CZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1297.See file dsdata.txt to determine how the superseded data were derived.
 CZ1297
 CZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419235(NAD 83)
 CZ1297_MARKER: DB = BENCH MARK DISK
 CZ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1297_SP_SET: CONCRETE POST
 CZ1297_STAMPING: C 303 1951
 CZ1297_MARK LOGO: CGS   
 CZ1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1297+STABILITY: SURFACE MOTION
 CZ1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1297+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1991
 CZ1297
 CZ1297  HISTORY     - Date     Condition        Report By
 CZ1297  HISTORY     - 1951     MONUMENTED       CGS
 CZ1297  HISTORY     - 1966     GOOD             NGS
 CZ1297  HISTORY     - 19911213 GOOD             NGS
 CZ1297
 CZ1297                          STATION DESCRIPTION
 CZ1297
 CZ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1297'3.2 MI S FROM TOLTEC.
 CZ1297'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1297'RAILROAD STATION AT TOLTEC, THENCE 3 MILES SOUTH ALONG THE TOLTEC
 CZ1297'HIGHWAY AT THE INTERSECTION OF ALSDORF ROAD, AT THE NORTHWEST CORNER
 CZ1297'OF THE INTERSECTION, 77 FEET NORTH OF THE CENTER LINE OF ALSDORF ROAD,
 CZ1297'71.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK RANCH
 CZ1297'HOUSE, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 1/2 FEET
 CZ1297'SOUTH OF THE CENTER LINE OF THE SOUTH DRIVEWAY TO THE RANCH HOUSE, 1.1
 CZ1297'FEET EAST OF A BOARD FENCE AROUND THE HOUSE, 2 FEET NORTH OF A WITNESS
 CZ1297'POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A CONCRETE POST
 CZ1297'PROJECTING 0.3 FOOT.
 CZ1297
 CZ1297                          STATION RECOVERY (1966)
 CZ1297
 CZ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1297'RECOVERED IN GOOD CONDITION.
 CZ1297
 CZ1297                          STATION RECOVERY (1991)
 CZ1297
 CZ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1297'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1297'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1297'THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG TOLTEC ROAD, 22.2 M (72.8 FT)
 CZ1297'SOUTHEAST OF THE SOUTHEAST CORNER OF A PARTIALLY DESTROYED BRICK
 CZ1297'HOUSE, 22.1 M (72.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 12.1
 CZ1297'M (39.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FOOTING FOR
 CZ1297'AN ABANDONED WELL, 8.8 M (28.9 FT) WEST OF THE ROAD CENTERLINE, 2.3 M
 CZ1297'(7.5 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 CZ1297'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1313 ***********************************************************************
 CZ1313  DESIGNATION -  C 304
 CZ1313  PID         -  CZ1313
 CZ1313  STATE/COUNTY-  AZ/PINAL
 CZ1313  USGS QUAD   -  ELOY NW (1981)
 CZ1313
 CZ1313                         *CURRENT SURVEY CONTROL
 CZ1313  ___________________________________________________________________
 CZ1313* NAD 83(1986)-  32 38 03.     (N)    111 40 20.     (W)     SCALED    
 CZ1313* NAVD 88     -       479.47   (+/-2cm)    1573.1    (feet)  VERTCON   
 CZ1313  ___________________________________________________________________
 CZ1313  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1313
 CZ1313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1313
 CZ1313.The horizontal coordinates were scaled from a topographic map and have
 CZ1313.an estimated accuracy of +/- 6 seconds.
 CZ1313
 CZ1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1313.The vertical order pertains to the NGVD 29 superseded value.
 CZ1313
 CZ1313.The geoid height was determined by GEOID03.
 CZ1313
 CZ1313;                    North         East    Units  Estimated Accuracy
 CZ1313;SPC AZ C     -   181,210.      236,300.      MT  (+/- 180 meters Scaled)
 CZ1313
 CZ1313                          SUPERSEDED SURVEY CONTROL
 CZ1313
 CZ1313  NGVD 29 (??/??/92)  478.914  (m)         1571.24   (f) ADJ UNCH    2 0
 CZ1313
 CZ1313.Superseded values are not recommended for survey control.
 CZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1313.See file dsdata.txt to determine how the superseded data were derived.
 CZ1313
 CZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369109(NAD 83)
 CZ1313_MARKER: DB = BENCH MARK DISK
 CZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1313_STAMPING: C 304 1951
 CZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1313+STABILITY: SURFACE MOTION
 CZ1313
 CZ1313  HISTORY     - Date     Condition        Report By
 CZ1313  HISTORY     - 1951     MONUMENTED       CGS
 CZ1313  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1313  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1313
 CZ1313                          STATION DESCRIPTION
 CZ1313
 CZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1313'14.0 MI S FROM TOLTEC.
 CZ1313'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1313'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1313'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 0.8 MILE SOUTH
 CZ1313'ALONG A GRADED ROAD, NEAR TWO CONCRETE BLOCK BUILDINGS, 76.3 FEET
 CZ1313'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH BUILDING, 75 FEET WEST
 CZ1313'OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF A
 CZ1313'DRIVE WAY TO BUILDINGS, 9.8 FEET WEST OF THE WEST EDGE OF A CONCRETE
 CZ1313'NORTH-SOUTH IRRIGATION DITCH, 2.3 FEET SOUTH OF A TELEPHONE POLE, 1.8
 CZ1313'FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ1313'IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ1313
 CZ1313                          STATION RECOVERY (1963)
 CZ1313
 CZ1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1313'MARK NOT FOUND.
 CZ1313
 CZ1313                          STATION RECOVERY (1977)
 CZ1313
 CZ1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0469 ***********************************************************************
 CG0469  DESIGNATION -  C 305
 CG0469  PID         -  CG0469
 CG0469  STATE/COUNTY-  AZ/PIMA
 CG0469  USGS QUAD   -  PENITAS HILLS (1979)
 CG0469
 CG0469                         *CURRENT SURVEY CONTROL
 CG0469  ___________________________________________________________________
 CG0469* NAD 83(1986)-  31 48 51.     (N)    111 16 34.     (W)     SCALED    
 CG0469* NAVD 88     -      1119.25   (+/-2cm)    3672.1    (feet)  VERTCON   
 CG0469  ___________________________________________________________________
 CG0469  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CG0469
 CG0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0469
 CG0469.The horizontal coordinates were scaled from a topographic map and have
 CG0469.an estimated accuracy of +/- 6 seconds.
 CG0469
 CG0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0469.The vertical order pertains to the NGVD 29 superseded value.
 CG0469
 CG0469.The geoid height was determined by GEOID03.
 CG0469
 CG0469;                    North         East    Units  Estimated Accuracy
 CG0469;SPC AZ C     -    90,440.      274,000.      MT  (+/- 180 meters Scaled)
 CG0469
 CG0469                          SUPERSEDED SURVEY CONTROL
 CG0469
 CG0469  NGVD 29 (??/??/92) 1118.460  (m)         3669.48   (f) ADJ UNCH    2 0
 CG0469
 CG0469.Superseded values are not recommended for survey control.
 CG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0469.See file dsdata.txt to determine how the superseded data were derived.
 CG0469
 CG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA738198(NAD 83)
 CG0469_MARKER: DB = BENCH MARK DISK
 CG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0469_STAMPING: C 305 1951
 CG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0469+STABILITY: SURFACE MOTION
 CG0469
 CG0469  HISTORY     - Date     Condition        Report By
 CG0469  HISTORY     - 1951     MONUMENTED       CGS
 CG0469  HISTORY     - 1977     GOOD             USGS
 CG0469
 CG0469                          STATION DESCRIPTION
 CG0469
 CG0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0469'25.8 MI SE FROM THREE POINTS.
 CG0469'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0469'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 8.4
 CG0469'MILES EAST ALONG A TRACK ROAD, 0.7 MILE WEST OF AN INTERSECTION OF A
 CG0469'TRACK ROAD, 0.45 MILE EAST OF A T JUNCTION OF A TRACK ROAD LEADING
 CG0469'NORTH, 46 1/2 FEET SOUTH OF THE CENTER LINE OF A ROAD, 5.1 FEET SOUTH
 CG0469'OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CG0469'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0469
 CG0469                          STATION RECOVERY (1977)
 CG0469
 CG0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0469'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0651 ***********************************************************************
 CG0651  DESIGNATION -  C 306
 CG0651  PID         -  CG0651
 CG0651  STATE/COUNTY-  AZ/PIMA
 CG0651  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0651
 CG0651                         *CURRENT SURVEY CONTROL
 CG0651  ___________________________________________________________________
 CG0651* NAD 83(1986)-  31 54 37.     (N)    111 40 19.     (W)     SCALED    
 CG0651* NAVD 88     -      1036.09   (+/-2cm)    3399.2    (feet)  VERTCON   
 CG0651  ___________________________________________________________________
 CG0651  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CG0651
 CG0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0651
 CG0651.The horizontal coordinates were scaled from a topographic map and have
 CG0651.an estimated accuracy of +/- 6 seconds.
 CG0651
 CG0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0651.The vertical order pertains to the NGVD 29 superseded value.
 CG0651
 CG0651.The geoid height was determined by GEOID03.
 CG0651
 CG0651;                    North         East    Units  Estimated Accuracy
 CG0651;SPC AZ C     -   100,950.      236,510.      MT  (+/- 180 meters Scaled)
 CG0651
 CG0651                          SUPERSEDED SURVEY CONTROL
 CG0651
 CG0651  NGVD 29 (??/??/92) 1035.313  (m)         3396.69   (f) ADJ UNCH    2 0
 CG0651
 CG0651.Superseded values are not recommended for survey control.
 CG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0651.See file dsdata.txt to determine how the superseded data were derived.
 CG0651
 CG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA364306(NAD 83)
 CG0651_MARKER: DB = BENCH MARK DISK
 CG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0651_STAMPING: C 306 1952
 CG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0651+STABILITY: SURFACE MOTION
 CG0651
 CG0651  HISTORY     - Date     Condition        Report By
 CG0651  HISTORY     - 1952     MONUMENTED       CGS
 CG0651
 CG0651                          STATION DESCRIPTION
 CG0651
 CG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0651'20.45 MI E FROM SELLS.
 CG0651'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0651'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 7.35 MILES
 CG0651'SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 0.05 MILE NORTHWEST OF A
 CG0651'POINT WHERE THE ROAD CROSSES A WASH, 29 FEET SOUTHWEST OF THE CENTER
 CG0651'LINE OF THE ROAD, 2.1 FEET NORTH OF THE WITNESS POST AND ABOUT LEVEL
 CG0651'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0651'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0792 ***********************************************************************
 CG0792  DESIGNATION -  C 307
 CG0792  PID         -  CG0792
 CG0792  STATE/COUNTY-  AZ/PIMA
 CG0792  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0792
 CG0792                         *CURRENT SURVEY CONTROL
 CG0792  ___________________________________________________________________
 CG0792* NAD 83(1986)-  31 48 51.     (N)    111 34 51.     (W)     SCALED    
 CG0792* NAVD 88     -      1463.22   (+/-2cm)    4800.6    (feet)  VERTCON   
 CG0792  ___________________________________________________________________
 CG0792  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0792
 CG0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0792
 CG0792.The horizontal coordinates were scaled from a topographic map and have
 CG0792.an estimated accuracy of +/- 6 seconds.
 CG0792
 CG0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0792.The vertical order pertains to the NGVD 29 superseded value.
 CG0792
 CG0792.The geoid height was determined by GEOID03.
 CG0792
 CG0792;                    North         East    Units  Estimated Accuracy
 CG0792;SPC AZ C     -    90,310.      245,160.      MT  (+/- 180 meters Scaled)
 CG0792
 CG0792                          SUPERSEDED SURVEY CONTROL
 CG0792
 CG0792  NGVD 29 (??/??/92) 1462.373  (m)         4797.80   (f) ADJ UNCH    2 0
 CG0792
 CG0792.Superseded values are not recommended for survey control.
 CG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0792.See file dsdata.txt to determine how the superseded data were derived.
 CG0792
 CG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA450199(NAD 83)
 CG0792_MARKER: DB = BENCH MARK DISK
 CG0792_SETTING: 66 = SET IN ROCK OUTCROP
 CG0792_SP_SET: ROCK OUTCROP
 CG0792_STAMPING: C 307 1952
 CG0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0792+STABILITY: POSITION/ELEVATION WELL
 CG0792
 CG0792  HISTORY     - Date     Condition        Report By
 CG0792  HISTORY     - 1952     MONUMENTED       CGS
 CG0792
 CG0792                          STATION DESCRIPTION
 CG0792
 CG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0792'18.1 MI E FROM TOPAWA MISSION.
 CG0792'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0792'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0792'THENCE 2.8 MILES EAST ALONG FRESNAL CANYON ROAD, THENCE 3.6 MILES EAST
 CG0792'ALONG THE FRESNAL CANYON TRAIL (OLD IMPASSIBLE), 30.95 MILES SOUTHWEST
 CG0792'OF THREE POINTS, SET IN THE TOP OF AN OUTCROP LEVEL WITH THE GROUND,
 CG0792'43 FEET NORTHWEST OF THE SUMMIT, IN A SADDLE, 51 1/2 FEET EAST OF THE
 CG0792'CENTER OF THE TRAIL AND GATE OF PAPAGO INDIAN RESERVATION FENCE, 56.7
 CG0792'FEET EAST OF THE UNITED STATES GEOLOGICAL SURVEY CORRUGATED NAIL
 CG0792'WASHER, 6 FEET HIGHER THAN THE TRAIL AT GRAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0100 ***********************************************************************
 CH0100  DESIGNATION -  C 308
 CH0100  PID         -  CH0100
 CH0100  STATE/COUNTY-  AZ/PIMA
 CH0100  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0100
 CH0100                         *CURRENT SURVEY CONTROL
 CH0100  ___________________________________________________________________
 CH0100* NAD 83(1986)-  31 55 54.     (N)    112 58 05.     (W)     SCALED    
 CH0100* NAVD 88     -       368.22   (+/-2cm)    1208.1    (feet)  VERTCON   
 CH0100  ___________________________________________________________________
 CH0100  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 CH0100
 CH0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0100
 CH0100.The horizontal coordinates were scaled from a topographic map and have
 CH0100.an estimated accuracy of +/- 6 seconds.
 CH0100
 CH0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0100.The vertical order pertains to the NGVD 29 superseded value.
 CH0100
 CH0100.The geoid height was determined by GEOID03.
 CH0100
 CH0100;                    North         East    Units  Estimated Accuracy
 CH0100;SPC AZ C     -   103,770.      113,950.      MT  (+/- 180 meters Scaled)
 CH0100
 CH0100                          SUPERSEDED SURVEY CONTROL
 CH0100
 CH0100  NGVD 29 (??/??/92)  367.514  (m)         1205.75   (f) ADJ UNCH    2 0
 CH0100
 CH0100.Superseded values are not recommended for survey control.
 CH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0100.See file dsdata.txt to determine how the superseded data were derived.
 CH0100
 CH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA139345(NAD 83)
 CH0100_MARKER: DB = BENCH MARK DISK
 CH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0100_STAMPING: C 308 1952
 CH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0100+STABILITY: SURFACE MOTION
 CH0100
 CH0100  HISTORY     - Date     Condition        Report By
 CH0100  HISTORY     - 1952     MONUMENTED       CGS
 CH0100
 CH0100                          STATION DESCRIPTION
 CH0100
 CH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0100'11.95 MI NW FROM LUKEVILLE.
 CH0100'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0100'LUKEVILLE TO JUNCTION, THENCE 11.0 MILES WEST ALONG THE ROAD LEADING
 CH0100'TO QUITOVOQUITO, 49 1/2 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 2.5
 CH0100'FEET SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3
 CH0100'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0433 ***********************************************************************
 DA0433  DESIGNATION -  C 309
 DA0433  PID         -  DA0433
 DA0433  STATE/COUNTY-  AZ/PIMA
 DA0433  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0433
 DA0433                         *CURRENT SURVEY CONTROL
 DA0433  ___________________________________________________________________
 DA0433* NAD 83(1992)-  32 06 18.13607(N)    112 52 06.87738(W)     ADJUSTED  
 DA0433* NAVD 88     -       466.67   (+/-2cm)    1531.1    (feet)  VERTCON   
 DA0433  ___________________________________________________________________
 DA0433  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA0433  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0433
 DA0433  HORZ ORDER  -  THIRD
 DA0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0433
 DA0433.The horizontal coordinates were established by classical geodetic methods
 DA0433.and adjusted by the National Geodetic Survey in August 1993..
 DA0433
 DA0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0433.The vertical order pertains to the NGVD 29 superseded value.
 DA0433
 DA0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0433
 DA0433.The geoid height was determined by GEOID03.
 DA0433
 DA0433;                    North         East     Units Scale Factor Converg.
 DA0433;SPC AZ C     -   122,909.918   123,520.864   MT  0.99999950   -0 30 21.4
 DA0433;SPC AZ C     -   403,247.76    405,252.18   iFT  0.99999950   -0 30 21.4
 DA0433;UTM  12      - 3,553,606.740   323,690.714   MT  0.99998336   -0 59 36.1
 DA0433
 DA0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0433!SPC AZ C     -   0.99993176  x   0.99999950  =   0.99993126
 DA0433!UTM  12      -   0.99993176  x   0.99998336  =   0.99991513
 DA0433
 DA0433:                Primary Azimuth Mark                     Grid Az
 DA0433:SPC AZ C     -  DEL                                      101 59 47.1
 DA0433:UTM  12      -  DEL                                      102 29 01.8
 DA0433
 DA0433|---------------------------------------------------------------------|
 DA0433| PID    Reference Object                     Distance      Geod. Az  |
 DA0433|                                                           dddmmss.s |
 DA0433| DA1521 DEL                                 APPROX. 7.8 KM 1012925.7 |
 DA0433|---------------------------------------------------------------------|
 DA0433
 DA0433                          SUPERSEDED SURVEY CONTROL
 DA0433
 DA0433  NAD 83(1986)-  32 06 18.11353(N)    112 52 06.89944(W) AD(       ) 3
 DA0433  NGVD 29 (??/??/92)  465.96   (m)         1528.7    (f) COMPUTED    2 0
 DA0433
 DA0433.Superseded values are not recommended for survey control.
 DA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0433.See file dsdata.txt to determine how the superseded data were derived.
 DA0433
 DA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2369153607(NAD 83)
 DA0433_MARKER: DB = BENCH MARK DISK
 DA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0433_STAMPING: C 309 1952
 DA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0433+STABILITY: SURFACE MOTION
 DA0433
 DA0433  HISTORY     - Date     Condition        Report By
 DA0433  HISTORY     - 1952     MONUMENTED       CGS
 DA0433  HISTORY     - 1962     GOOD             USGS
 DA0433
 DA0433                          STATION DESCRIPTION
 DA0433
 DA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0433'32.65 MI NW FROM LUKEVILLE.
 DA0433'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0433'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0433'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0433'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0433'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0433'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0433'JUNCTION, THENCE 2.8 MILES NORTHEAST AND NORTH ALONG A ROAD, 1.05
 DA0433'MILES SOUTH OF BM F 110, 48 1/2 FEET EAST OF THE CENTER OF A SMALL
 DA0433'WASH, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH
 DA0433'OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 DA0433'SET IN A CONCRETE POST PROJECTING 0.3 FOOT.
 DA0433
 DA0433                          STATION RECOVERY (1962)
 DA0433
 DA0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA0433'DESCRIBED IN NGS LEVEL LINE.
 DA0433'
 DA0433'STATION MARK--NGS BM DISK STAMPED---C 309 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0163 ***********************************************************************
 ET0163  DESIGNATION -  C 31
 ET0163  PID         -  ET0163
 ET0163  STATE/COUNTY-  AZ/YAVAPAI
 ET0163  USGS QUAD   -  COTTONWOOD (1973)
 ET0163
 ET0163                         *CURRENT SURVEY CONTROL
 ET0163  ___________________________________________________________________
 ET0163* NAD 83(1986)-  34 42 32.     (N)    112 00 42.     (W)     SCALED    
 ET0163* NAVD 88     -      1062.154  (meters)    3484.75   (feet)  ADJUSTED  
 ET0163  ___________________________________________________________________
 ET0163  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 ET0163  DYNAMIC HT  -        1060.817 (meters)    3480.36  (feet)  COMP
 ET0163  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 ET0163
 ET0163  VERT ORDER  -  FIRST     CLASS II
 ET0163
 ET0163.The horizontal coordinates were scaled from a topographic map and have
 ET0163.an estimated accuracy of +/- 6 seconds.
 ET0163
 ET0163.The orthometric height was determined by differential leveling
 ET0163.and adjusted by the National Geodetic Survey in June 1991..
 ET0163
 ET0163.The geoid height was determined by GEOID03.
 ET0163
 ET0163.The dynamic height is computed by dividing the NAVD 88
 ET0163.geopotential number by the normal gravity value computed on the
 ET0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0163.degrees latitude (g = 980.6199 gals.).
 ET0163
 ET0163.The modeled gravity was interpolated from observed gravity values.
 ET0163
 ET0163;                    North         East    Units  Estimated Accuracy
 ET0163;SPC AZ C     -   411,290.      204,660.      MT  (+/- 180 meters Scaled)
 ET0163
 ET0163                          SUPERSEDED SURVEY CONTROL
 ET0163
 ET0163  NGVD 29 (??/??/92) 1061.415  (m)         3482.33   (f) ADJ UNCH    1 2
 ET0163
 ET0163.Superseded values are not recommended for survey control.
 ET0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0163.See file dsdata.txt to determine how the superseded data were derived.
 ET0163
 ET0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD073412(NAD 83)
 ET0163_MARKER: DB = BENCH MARK DISK
 ET0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0163_STAMPING: 3482.326 C 31 1933
 ET0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0163+STABILITY: SURFACE MOTION
 ET0163
 ET0163  HISTORY     - Date     Condition        Report By
 ET0163  HISTORY     - 1933     MONUMENTED       CGS
 ET0163  HISTORY     - 1973     GOOD             USGS
 ET0163  HISTORY     - 20040501 MARK NOT FOUND   NGS
 ET0163  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0163
 ET0163                          STATION DESCRIPTION
 ET0163
 ET0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0163'3.7 MI SE FROM COTTONWOOD.
 ET0163'CONCRETE POST, AT SIDE OF HIGHWAY, 1.0 MILES SOUTH OF Y-JUNCTION OF
 ET0163'HIGHWAYS, ON FLAT, 0.2 MILES NORTH OF GULCH, 70 FEET WEST OF HIGHWAY
 ET0163'CENTER-LINE.
 ET0163
 ET0163                          STATION RECOVERY (1973)
 ET0163
 ET0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0163'FROM THE POST OFFICE, IN COTTONWOOD, YAVAPAI COUNTY, TRAVEL EAST AND
 ET0163'SOUTH 2.6 MILES TO A ROAD JUNCTION SOUTH. TURN RIGHT AND TRAVEL
 ET0163'SOUTHEAST ALONG THE ROAD 1.0 MILES TO STATION ON RIGHT. STATION IS ON
 ET0163'THE RIGHT BANK OF A CUT, 150 FEET NE OF A HOUSE, 73 FEET WEST OF THE
 ET0163'CENTERLINE OF THE ROAD AND ON THE WEST EDGE OF A DRIVEWAY. A STANDARD
 ET0163'USC & GS TABLET STAMPED "3482.326 C 31 1933" AND SET IN TOP OF A
 ET0163'CONCRETE POST
 ET0163
 ET0163                          STATION RECOVERY (2004)
 ET0163
 ET0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0163'MARK NOT FOUND.
 ET0163
 ET0163                          STATION RECOVERY (2005)
 ET0163
 ET0163'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0017 ***********************************************************************
 GP0017  DESIGNATION -  C 31
 GP0017  PID         -  GP0017
 GP0017  STATE/COUNTY-  AZ/NAVAJO
 GP0017  USGS QUAD   -  KAYENTA EAST (1968)
 GP0017
 GP0017                         *CURRENT SURVEY CONTROL
 GP0017  ___________________________________________________________________
 GP0017* NAD 83(1992)-  36 43 55.16210(N)    110 14 37.97373(W)     ADJUSTED  
 GP0017* NAVD 88     -      1712.078  (meters)    5617.04   (feet)  ADJUSTED  
 GP0017  ___________________________________________________________________
 GP0017  X           -  -1,771,327.020 (meters)                     COMP
 GP0017  Y           -  -4,802,971.391 (meters)                     COMP
 GP0017  Z           -   3,794,609.639 (meters)                     COMP
 GP0017  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GP0017  ELLIP HEIGHT-        1691.56  (meters)          (01/17/05) GPS OBS
 GP0017  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GP0017  DYNAMIC HT  -        1710.012 (meters)    5610.26  (feet)  COMP
 GP0017  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 GP0017
 GP0017  HORZ ORDER  -  FIRST
 GP0017  VERT ORDER  -  FIRST     CLASS II
 GP0017  ELLP ORDER  -  FOURTH    CLASS I
 GP0017
 GP0017.The horizontal coordinates were established by GPS observations
 GP0017.and adjusted by the MOUNTAIN SURVEYING in January 2005..
 GP0017
 GP0017.The orthometric height was determined by differential leveling
 GP0017.and adjusted by the National Geodetic Survey in June 1991..
 GP0017
 GP0017.Photographs are available for this station.
 GP0017
 GP0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0017
 GP0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0017
 GP0017.The ellipsoidal height was determined by GPS observations
 GP0017.and is referenced to NAD 83.
 GP0017
 GP0017.The geoid height was determined by GEOID03.
 GP0017
 GP0017.The dynamic height is computed by dividing the NAVD 88
 GP0017.geopotential number by the normal gravity value computed on the
 GP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0017.degrees latitude (g = 980.6199 gals.).
 GP0017
 GP0017.The modeled gravity was interpolated from observed gravity values.
 GP0017
 GP0017;                    North         East     Units Scale Factor Converg.
 GP0017;SPC AZ E     -   635,733.347   206,463.612   MT  0.99990059   -0 02 46.2
 GP0017;SPC AZ E     - 2,085,739.33    677,374.06   iFT  0.99990059   -0 02 46.2
 GP0017;UTM  12      - 4,065,408.197   567,512.392   MT  0.99965615   +0 27 08.0
 GP0017
 GP0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0017!SPC AZ E     -   0.99973460  x   0.99990059  =   0.99963522
 GP0017!UTM  12      -   0.99973460  x   0.99965615  =   0.99939084
 GP0017
 GP0017                          SUPERSEDED SURVEY CONTROL
 GP0017
 GP0017  NAVD 88 (01/17/05) 1712.08   (m)         5617.0    (f) LEVELING    3  
 GP0017  NGVD 29 (??/??/92) 1711.129  (m)         5613.93   (f) ADJ UNCH    1 2
 GP0017
 GP0017.Superseded values are not recommended for survey control.
 GP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0017.See file dsdata.txt to determine how the superseded data were derived.
 GP0017
 GP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6751265408(NAD 83)
 GP0017_MARKER: DB = BENCH MARK DISK
 GP0017_SETTING: 66 = SET IN ROCK OUTCROP
 GP0017_SP_SET: SANDSTONE OUTCROP
 GP0017_STAMPING: 5613.929 C 31. 1933
 GP0017_MARK LOGO: CGS   
 GP0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0017+STABILITY: POSITION/ELEVATION WELL
 GP0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0017+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GP0017
 GP0017  HISTORY     - Date     Condition        Report By
 GP0017  HISTORY     - 1933     MONUMENTED       CGS
 GP0017  HISTORY     - 1934     GOOD             NGS
 GP0017  HISTORY     - 1983     GOOD             NGS
 GP0017  HISTORY     - 20041109 GOOD             MSAM
 GP0017
 GP0017                          STATION DESCRIPTION
 GP0017
 GP0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0017'0.9 MI NE FROM KAYENTA.
 GP0017'0.9 MILE NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0017'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, IN THE TOP OF THE
 GP0017'SOUTH END OF A PROMINENT SANDSTONE OUTCROP, 20 FEET NORTH OF THE
 GP0017'CENTERLINE OF THE ROAD, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A
 GP0017'STANDARD DISK, STAMPED 5613.929 C 31. 1933.
 GP0017
 GP0017                          STATION RECOVERY (1983)
 GP0017
 GP0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0017'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.5 KM
 GP0017'(2.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0017'U.S. HIGHWAY 160 IN KAYENTA, IN THE SOUTHWEST END OF A 300- BY
 GP0017'900-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 89.6 METERS (294.0 FT)
 GP0017'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.8 METERS (61.7 FT)
 GP0017'SOUTHWEST OF A FENCE, 13.8 METERS (45.3 FT) EAST OF THE WEST EDGE OF
 GP0017'THE OUTCROP, 11.6 METERS (38.1 FT) NORTHEAST OF A FENCE CORNER,
 GP0017'6.9 METERS (22.6 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND
 GP0017'5.0 METERS (16.4 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 GP0017'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GP0017'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0017
 GP0017                          STATION RECOVERY (2004)
 GP0017
 GP0017'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 GP0017'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 GP0017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0905 ***********************************************************************
 CZ0905  DESIGNATION -  C 310
 CZ0905  PID         -  CZ0905
 CZ0905  STATE/COUNTY-  AZ/PIMA
 CZ0905  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0905
 CZ0905                         *CURRENT SURVEY CONTROL
 CZ0905  ___________________________________________________________________
 CZ0905* NAD 83(1986)-  32 25 49.     (N)    111 34 10.     (W)     SCALED    
 CZ0905* NAVD 88     -       691.78   (+/-2cm)    2269.6    (feet)  VERTCON   
 CZ0905  ___________________________________________________________________
 CZ0905  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0905
 CZ0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0905
 CZ0905.The horizontal coordinates were scaled from a topographic map and have
 CZ0905.an estimated accuracy of +/- 6 seconds.
 CZ0905
 CZ0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0905.The vertical order pertains to the NGVD 29 superseded value.
 CZ0905
 CZ0905.The geoid height was determined by GEOID03.
 CZ0905
 CZ0905;                    North         East    Units  Estimated Accuracy
 CZ0905;SPC AZ C     -   158,630.      246,010.      MT  (+/- 180 meters Scaled)
 CZ0905
 CZ0905                          SUPERSEDED SURVEY CONTROL
 CZ0905
 CZ0905  NGVD 29 (??/??/92)  691.207  (m)         2267.74   (f) ADJ UNCH    2 0
 CZ0905
 CZ0905.Superseded values are not recommended for survey control.
 CZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0905.See file dsdata.txt to determine how the superseded data were derived.
 CZ0905
 CZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA464882(NAD 83)
 CZ0905_MARKER: DB = BENCH MARK DISK
 CZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0905_STAMPING: C 310 1952
 CZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0905+STABILITY: SURFACE MOTION
 CZ0905
 CZ0905  HISTORY     - Date     Condition        Report By
 CZ0905  HISTORY     - 1952     MONUMENTED       CGS
 CZ0905
 CZ0905                          STATION DESCRIPTION
 CZ0905
 CZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0905'0.75 MI W FROM SILVER BELL CEMETERY.
 CZ0905'0.75 MILE WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY, AT
 CZ0905'THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, ON A SLIGHT DOWN
 CZ0905'GRADE GOING SOUTHWEST, AT A SMALL CLEARING, 70 FEET SOUTHWEST OF THE
 CZ0905'CENTER OF THE JUNCTION, 20 FEET NORTHWEST OF THE CENTER LINE ABOUT
 CZ0905'LEVEL WITH THE MAIN ROAD, 2.9 FEET SOUTH OF A WITNESS POST, AND SET IN
 CZ0905'A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0935 ***********************************************************************
 CZ0935  DESIGNATION -  C 311
 CZ0935  PID         -  CZ0935
 CZ0935  STATE/COUNTY-  AZ/PIMA
 CZ0935  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0935
 CZ0935                         *CURRENT SURVEY CONTROL
 CZ0935  ___________________________________________________________________
 CZ0935* NAD 83(1986)-  32 19 05.     (N)    111 56 22.     (W)     SCALED    
 CZ0935* NAVD 88     -       543.37   (+/-2cm)    1782.7    (feet)  VERTCON   
 CZ0935  ___________________________________________________________________
 CZ0935  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CZ0935
 CZ0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0935
 CZ0935.The horizontal coordinates were scaled from a topographic map and have
 CZ0935.an estimated accuracy of +/- 6 seconds.
 CZ0935
 CZ0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0935.The vertical order pertains to the NGVD 29 superseded value.
 CZ0935
 CZ0935.The geoid height was determined by GEOID03.
 CZ0935
 CZ0935;                    North         East    Units  Estimated Accuracy
 CZ0935;SPC AZ C     -   146,130.      211,220.      MT  (+/- 180 meters Scaled)
 CZ0935
 CZ0935                          SUPERSEDED SURVEY CONTROL
 CZ0935
 CZ0935  NGVD 29 (??/??/92)  542.749  (m)         1780.67   (f) ADJ UNCH    2 0
 CZ0935
 CZ0935.Superseded values are not recommended for survey control.
 CZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0935.See file dsdata.txt to determine how the superseded data were derived.
 CZ0935
 CZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA115760(NAD 83)
 CZ0935_MARKER: DB = BENCH MARK DISK
 CZ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0935_STAMPING: C 311 1952
 CZ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0935+STABILITY: SURFACE MOTION
 CZ0935
 CZ0935  HISTORY     - Date     Condition        Report By
 CZ0935  HISTORY     - 1952     MONUMENTED       CGS
 CZ0935
 CZ0935                          STATION DESCRIPTION
 CZ0935
 CZ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0935'5.85 MI E FROM SANTA ROSA.
 CZ0935'5.85 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0935'0.7 MILE EAST OF THE EAST EDGE OF A LARGE CLEARING, AT A WATER SOAKED
 CZ0935'BOTTOM LAND SPOTTED WITH MESQUITE, AT A SMALL CLEARING, 45 1/2 FEET
 CZ0935'NORTH OF AND ACROSS THE ROAD FROM A LONE FORKED IRONWOOD TREE, 16 FEET
 CZ0935'NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET
 CZ0935'EAST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0935'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0401 ***********************************************************************
 DA0401  DESIGNATION -  C 312
 DA0401  PID         -  DA0401
 DA0401  STATE/COUNTY-  AZ/PIMA
 DA0401  USGS QUAD   -  BATES WELL (1990)
 DA0401
 DA0401                         *CURRENT SURVEY CONTROL
 DA0401  ___________________________________________________________________
 DA0401* NAD 83(1986)-  32 08 33.     (N)    112 58 49.     (W)     SCALED    
 DA0401* NAVD 88     -       393.91   (+/-2cm)    1292.4    (feet)  VERTCON   
 DA0401  ___________________________________________________________________
 DA0401  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA0401
 DA0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0401
 DA0401.The horizontal coordinates were scaled from a topographic map and have
 DA0401.an estimated accuracy of +/- 6 seconds.
 DA0401
 DA0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0401.The vertical order pertains to the NGVD 29 superseded value.
 DA0401
 DA0401.The geoid height was determined by GEOID03.
 DA0401
 DA0401;                    North         East    Units  Estimated Accuracy
 DA0401;SPC AZ C     -   127,160.      113,020.      MT  (+/- 180 meters Scaled)
 DA0401
 DA0401                          SUPERSEDED SURVEY CONTROL
 DA0401
 DA0401  NGVD 29 (??/??/92)  393.218  (m)         1290.08   (f) ADJ UNCH    2 0
 DA0401
 DA0401.Superseded values are not recommended for survey control.
 DA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0401.See file dsdata.txt to determine how the superseded data were derived.
 DA0401
 DA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA132579(NAD 83)
 DA0401_MARKER: DB = BENCH MARK DISK
 DA0401_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0401+WITH SETTING: INTO GROUND
 DA0401_STAMPING: C 312 1952
 DA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0401+STABILITY: SURFACE MOTION
 DA0401
 DA0401  HISTORY     - Date     Condition        Report By
 DA0401  HISTORY     - 1952     MONUMENTED       CGS
 DA0401
 DA0401                          STATION DESCRIPTION
 DA0401
 DA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0401'31.5 MI NW FROM LUKEVILLE.
 DA0401'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0401'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0401'JUNCTION, THENCE 14.35 MILES NORTH ALONG BATES WELL ROAD TO Y
 DA0401'JUNCTION, THENCE 2.15 MILE NORTHEAST ALONG THE OLD (VERY DIM) BATES
 DA0401'WELL ROAD, 23 1/2 FEET NORTHWEST OF THE CENTERLINE OF ROAD, 2.2 FEET
 DA0401'SOUTH OF THE WITNESS POST, A BRONZE DISK BRAZED ON TOP OF A 3 INCH
 DA0401'IRON PIPE PROJECTING 0.7 FOOT AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0003 ***********************************************************************
 CG0003  DESIGNATION -  C 313
 CG0003  PID         -  CG0003
 CG0003  STATE/COUNTY-  AZ/PIMA
 CG0003  USGS QUAD   -  MESCAL (1983)
 CG0003
 CG0003                         *CURRENT SURVEY CONTROL
 CG0003  ___________________________________________________________________
 CG0003* NAD 83(1986)-  31 58 45.     (N)    110 29 06.     (W)     SCALED    
 CG0003* NAVD 88     -      1193.93   (+/-2cm)    3917.1    (feet)  VERTCON   
 CG0003  ___________________________________________________________________
 CG0003  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0003
 CG0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0003
 CG0003.The horizontal coordinates were scaled from a topographic map and have
 CG0003.an estimated accuracy of +/- 6 seconds.
 CG0003
 CG0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0003.The vertical order pertains to the NGVD 29 superseded value.
 CG0003
 CG0003.The geoid height was determined by GEOID03.
 CG0003
 CG0003;                    North         East    Units  Estimated Accuracy
 CG0003;SPC AZ C     -   109,450.      348,670.      MT  (+/- 180 meters Scaled)
 CG0003
 CG0003                          SUPERSEDED SURVEY CONTROL
 CG0003
 CG0003  NGVD 29 (??/??/92) 1193.128  (m)         3914.45   (f) ADJ UNCH    1 2
 CG0003
 CG0003.Superseded values are not recommended for survey control.
 CG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0003.See file dsdata.txt to determine how the superseded data were derived.
 CG0003
 CG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA486382(NAD 83)
 CG0003_MARKER: DB = BENCH MARK DISK
 CG0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0003_SP_SET: ABUTMENT
 CG0003_STAMPING: C 313 1952
 CG0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0003
 CG0003  HISTORY     - Date     Condition        Report By
 CG0003  HISTORY     - 1952     MONUMENTED       CGS
 CG0003
 CG0003                          STATION DESCRIPTION
 CG0003
 CG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0003'3.0 MI W FROM MESCAL.
 CG0003'3.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0003'MESCAL, 0.3 MILE EAST OF CULVERT 1020.25, AT A BRIDGE OVER A WIDE
 CG0003'WASH, SET IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 6.4
 CG0003'FEET NORTH OF THE NORTH RAIL, 2.1 FEET EAST OF THE WEST END OF THE
 CG0003'WOODEN CURBING, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0412 ***********************************************************************
 ES0412  DESIGNATION -  C 314
 ES0412  PID         -  ES0412
 ES0412  STATE/COUNTY-  AZ/YAVAPAI
 ES0412  USGS QUAD   -  DUGAS (1967)
 ES0412
 ES0412                         *CURRENT SURVEY CONTROL
 ES0412  ___________________________________________________________________
 ES0412* NAD 83(1986)-  34 15 27.     (N)    111 57 41.     (W)     SCALED    
 ES0412* NAVD 88     -      1204.84   (+/-2cm)    3952.9    (feet)  VERTCON   
 ES0412  ___________________________________________________________________
 ES0412  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 ES0412
 ES0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0412
 ES0412.The horizontal coordinates were scaled from a topographic map and have
 ES0412.an estimated accuracy of +/- 6 seconds.
 ES0412
 ES0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0412.The vertical order pertains to the NGVD 29 superseded value.
 ES0412
 ES0412.The geoid height was determined by GEOID03.
 ES0412
 ES0412;                    North         East    Units  Estimated Accuracy
 ES0412;SPC AZ C     -   361,220.      209,240.      MT  (+/- 180 meters Scaled)
 ES0412
 ES0412                          SUPERSEDED SURVEY CONTROL
 ES0412
 ES0412  NGVD 29 (??/??/92) 1204.140  (m)         3950.58   (f) ADJ UNCH    2 0
 ES0412
 ES0412.Superseded values are not recommended for survey control.
 ES0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0412.See file dsdata.txt to determine how the superseded data were derived.
 ES0412
 ES0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114911(NAD 83)
 ES0412_MARKER: DB = BENCH MARK DISK
 ES0412_SETTING: 66 = SET IN ROCK OUTCROP
 ES0412_SP_SET: GRANTE OUTCROP
 ES0412_STAMPING: C 314 1952
 ES0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0412+STABILITY: POSITION/ELEVATION WELL
 ES0412
 ES0412  HISTORY     - Date     Condition        Report By
 ES0412  HISTORY     - 1952     MONUMENTED       CGS
 ES0412
 ES0412                          STATION DESCRIPTION
 ES0412
 ES0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0412'10.8 MI S FROM DUGAS.
 ES0412'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 8.8
 ES0412'MILES SOUTH ALONG A DIM TRACK ROAD, 0.1 MILE SOUTH OF THE CROSSING OF
 ES0412'A STREAM, ABOUT 45 YARDS NORTHEAST OF A DUAL POWER LINE POLE, IN TOP
 ES0412'OF THE CENTER OF A 7-FOOT BY 5-FOOT GRANITE OUTCROP PROJECTING 2 FEET
 ES0412'ABOVE THE GROUND, 73 1/2 FEET EAST OF A POINT DIRECTLY UNDER THE EAST
 ES0412'POWER LINE WIRE, 38 1/2 FEET EAST OF THE CENTER LINE OF AND ABOUT
 ES0412'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0090 ***********************************************************************
 CZ0090  DESIGNATION -  C 315
 CZ0090  PID         -  CZ0090
 CZ0090  STATE/COUNTY-  AZ/PIMA
 CZ0090  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0090
 CZ0090                         *CURRENT SURVEY CONTROL
 CZ0090  ___________________________________________________________________
 CZ0090* NAD 83(1986)-  32 08 16.     (N)    110 44 02.     (W)     SCALED    
 CZ0090* NAVD 88     -       876.35   (+/-2cm)    2875.2    (feet)  VERTCON   
 CZ0090  ___________________________________________________________________
 CZ0090  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CZ0090
 CZ0090  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0090
 CZ0090.The horizontal coordinates were scaled from a topographic map and have
 CZ0090.an estimated accuracy of +/- 6 seconds.
 CZ0090
 CZ0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0090.The vertical order pertains to the NGVD 29 superseded value.
 CZ0090
 CZ0090.The geoid height was determined by GEOID03.
 CZ0090
 CZ0090;                    North         East    Units  Estimated Accuracy
 CZ0090;SPC AZ C     -   126,760.      324,950.      MT  (+/- 180 meters Scaled)
 CZ0090
 CZ0090                          SUPERSEDED SURVEY CONTROL
 CZ0090
 CZ0090  NGVD 29 (??/??/92)  875.645  (m)         2872.85   (f) ADJ UNCH    1 2
 CZ0090
 CZ0090.Superseded values are not recommended for survey control.
 CZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0090.See file dsdata.txt to determine how the superseded data were derived.
 CZ0090
 CZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA250557(NAD 83)
 CZ0090_MARKER: DB = BENCH MARK DISK
 CZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0090_STAMPING: C 315 1952
 CZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0090+STABILITY: SURFACE MOTION
 CZ0090
 CZ0090  HISTORY     - Date     Condition        Report By
 CZ0090  HISTORY     - 1952     MONUMENTED       CGS
 CZ0090  HISTORY     - 1976     MARK NOT FOUND   USGS
 CZ0090
 CZ0090                          STATION DESCRIPTION
 CZ0090
 CZ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0090'IN THUNDERHEAD RANCH.
 CZ0090'AT THE THUNDERHEAD RANCH AND DIRT AIRPORT, AT THE WEST END OF THE
 CZ0090'EAST-WEST DIRT RUNWAY, 0.1 MILE SOUTH OF THE ENTRANCE OF THE
 CZ0090'THUNDERHEAD RANCH, IN LINE WITH THE PROLOGATION OF THE NORTH EDGE OF
 CZ0090'THE RUNWAY, 84 FEET WEST OF THE NORTHWEST CORNER OF THE RUNWAY, 29
 CZ0090'FEET NORTHEAST OF THE CENTERLINE OF A GRADED COUNTY ROAD, 2.6 FEET
 CZ0090'SOUTHWEST OF THE WITNESS POST, 1.8 FEET EAST OF A FENCE, AND SET IN A
 CZ0090'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND AND ABOUT LEVEL
 CZ0090'WITH THE RUNWAY.
 CZ0090
 CZ0090                          STATION RECOVERY (1976)
 CZ0090
 CZ0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CZ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0303 ***********************************************************************
 ET0303  DESIGNATION -  C 316
 ET0303  PID         -  ET0303
 ET0303  STATE/COUNTY-  AZ/YAVAPAI
 ET0303  USGS QUAD   -  CLEATOR (1974)
 ET0303
 ET0303                         *CURRENT SURVEY CONTROL
 ET0303  ___________________________________________________________________
 ET0303* NAD 83(1986)-  34 22 11.     (N)    112 10 32.     (W)     SCALED    
 ET0303* NAVD 88     -      1259.26   (+/-2cm)    4131.4    (feet)  VERTCON   
 ET0303  ___________________________________________________________________
 ET0303  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0303
 ET0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0303
 ET0303.The horizontal coordinates were scaled from a topographic map and have
 ET0303.an estimated accuracy of +/- 6 seconds.
 ET0303
 ET0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0303.The vertical order pertains to the NGVD 29 superseded value.
 ET0303
 ET0303.The geoid height was determined by GEOID03.
 ET0303
 ET0303;                    North         East    Units  Estimated Accuracy
 ET0303;SPC AZ C     -   373,690.      189,550.      MT  (+/- 180 meters Scaled)
 ET0303
 ET0303                          SUPERSEDED SURVEY CONTROL
 ET0303
 ET0303  NGVD 29 (??/??/92) 1258.524  (m)         4129.01   (f) ADJ UNCH    2 0
 ET0303
 ET0303.Superseded values are not recommended for survey control.
 ET0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0303.See file dsdata.txt to determine how the superseded data were derived.
 ET0303
 ET0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD919037(NAD 83)
 ET0303_MARKER: DB = BENCH MARK DISK
 ET0303_SETTING: 66 = SET IN ROCK OUTCROP
 ET0303_SP_SET: ROCK OUTCROP
 ET0303_STAMPING: C 316 1952
 ET0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0303+STABILITY: POSITION/ELEVATION WELL
 ET0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0303+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 ET0303
 ET0303  HISTORY     - Date     Condition        Report By
 ET0303  HISTORY     - 1952     MONUMENTED       CGS
 ET0303  HISTORY     - 1974     GOOD             USGS
 ET0303  HISTORY     - 20040808 GOOD             USPSQD
 ET0303
 ET0303                          STATION DESCRIPTION
 ET0303
 ET0303'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0303'4.7 MI SE FROM MAYER.
 ET0303'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0303'MAYER, THENCE 0.5 MILE EAST ALONG GRADED COUNTY ROAD, AT THE JUNCTION
 ET0303'OF THE COUNTY ROAD AND OLD TRACK ROAD LEADING NORTH, ON THE TOP OF AND
 ET0303'IN THE NORTHWEST EAST CORNER OF A 7-FOOT ROCK OUTCROP, 249 FEET WEST
 ET0303'OF THE NORTHWEST CORNER OF A CATTLE GUARD, 112 FEET NORTH OF THE
 ET0303'CENTER LINE OF THE COUNTY ROAD, 25 FEET WEST OF THE CENTER LINE OF OLD
 ET0303'TRACK ROAD, AND ABOUT 9 FEET HIGHER THAN THE COUNTY ROAD.
 ET0303
 ET0303                          STATION RECOVERY (2004)
 ET0303
 ET0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0303'MARK LOCATED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0058 ***********************************************************************
 CZ0058  DESIGNATION -  C 317
 CZ0058  PID         -  CZ0058
 CZ0058  STATE/COUNTY-  AZ/PIMA
 CZ0058  USGS QUAD   -  TUCSON (1992)
 CZ0058
 CZ0058                         *CURRENT SURVEY CONTROL
 CZ0058  ___________________________________________________________________
 CZ0058* NAD 83(1992)-  32 08 44.70791(N)    110 53 10.04310(W)     ADJUSTED  
 CZ0058* NAVD 88     -       813.339  (meters)    2668.43   (feet)  ADJUSTED  
 CZ0058  ___________________________________________________________________
 CZ0058  X           -  -1,927,352.331 (meters)                     COMP
 CZ0058  Y           -  -5,050,907.194 (meters)                     COMP
 CZ0058  Z           -   3,374,544.055 (meters)                     COMP
 CZ0058  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ0058  ELLIP HEIGHT-         784.14  (meters)          (06/11/02) GPS OBS
 CZ0058  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ0058  DYNAMIC HT  -         812.192 (meters)    2664.67  (feet)  COMP
 CZ0058  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CZ0058  OBS GRAVITY -     979,203.8   (mgal)                       GRAV_OBS
 CZ0058
 CZ0058  HORZ ORDER  -  FIRST
 CZ0058  VERT ORDER  -  FIRST     CLASS II
 CZ0058  ELLP ORDER  -  FOURTH    CLASS II
 CZ0058
 CZ0058.The horizontal coordinates were established by GPS observations
 CZ0058.and adjusted by the National Geodetic Survey in August 1993..
 CZ0058
 CZ0058.The orthometric height was determined by differential leveling
 CZ0058.and adjusted by the National Geodetic Survey in June 1991..
 CZ0058.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0058.derived orthometric height which differed from the leveled height by
 CZ0058.more than one decimeter (0.1 meter).
 CZ0058
 CZ0058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0058
 CZ0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0058
 CZ0058.The ellipsoidal height was determined by GPS observations
 CZ0058.and is referenced to NAD 83.
 CZ0058
 CZ0058.The geoid height was determined by GEOID03.
 CZ0058
 CZ0058.The dynamic height is computed by dividing the NAVD 88
 CZ0058.geopotential number by the normal gravity value computed on the
 CZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0058.degrees latitude (g = 980.6199 gals.).
 CZ0058
 CZ0058.The modeled gravity was interpolated from observed gravity values.
 CZ0058.The observed gravity was obtained from relative gravimeter ties
 CZ0058.to the IGSN71 gravity network.
 CZ0058
 CZ0058;                    North         East     Units Scale Factor Converg.
 CZ0058;SPC AZ C     -   127,492.810   310,577.510   MT  1.00001652   +0 32 54.1
 CZ0058;SPC AZ C     -   418,283.50  1,018,955.09   iFT  1.00001652   +0 32 54.1
 CZ0058;UTM  12      - 3,556,597.089   510,739.236   MT  0.99960142   +0 03 38.1
 CZ0058
 CZ0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0058!SPC AZ C     -   0.99987689  x   1.00001652  =   0.99989341
 CZ0058!UTM  12      -   0.99987689  x   0.99960142  =   0.99947836
 CZ0058
 CZ0058                          SUPERSEDED SURVEY CONTROL
 CZ0058
 CZ0058  ELLIP H (08/23/93)  784.23   (m)                       GP(       ) 4 2
 CZ0058  NAD 83(1986)-  32 08 44.70308(N)    110 53 10.04183(W) AD(       ) 1
 CZ0058  NAVD 88 (10/01/91)  813.34   (m)         2668.4    (f) LEVELING    3  
 CZ0058  NGVD 29 (??/??/92)  812.721  (m)         2666.40   (f) ADJ UNCH    1 2
 CZ0058
 CZ0058.Superseded values are not recommended for survey control.
 CZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0058.See file dsdata.txt to determine how the superseded data were derived.
 CZ0058
 CZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1073956597(NAD 83)
 CZ0058_MARKER: DB = BENCH MARK DISK
 CZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0058_SP_SET: CONCRETE POST
 CZ0058_STAMPING: C 317 1952
 CZ0058_MARK LOGO: CGS   
 CZ0058_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0058+STABILITY: SURFACE MOTION
 CZ0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0058+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CZ0058
 CZ0058  HISTORY     - Date     Condition        Report By
 CZ0058  HISTORY     - 1952     MONUMENTED       CGS
 CZ0058  HISTORY     - 1975     GOOD             NGS
 CZ0058  HISTORY     - 1979     GOOD             NGS
 CZ0058  HISTORY     - 1987     GOOD             NGS
 CZ0058  HISTORY     - 19900524 GOOD             AZ-019
 CZ0058
 CZ0058                          STATION DESCRIPTION
 CZ0058
 CZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0058'8.0 MI SE FROM TUCSON.
 CZ0058'8.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0058'THE STATION AT TUCSON, 211 FEET EAST OF OVERHEAD SIGNAL NO.991.5, 85
 CZ0058'FEET NORTHEAST OF THE NORTHEAST RAIL, 2.5 FEET SOUTH OF A TELEGRAPH
 CZ0058'POLE, 1 FOOT NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE TRACKS,
 CZ0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CZ0058'GROUND.
 CZ0058
 CZ0058                          STATION RECOVERY (1975)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0058'RECOVERED IN GOOD CONDITION.
 CZ0058
 CZ0058                          STATION RECOVERY (1979)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0058'THE MARK IS 3 FT BELOW THE RAILS.
 CZ0058'8.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0058'STATION AT TUCSON, 211 FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM
 CZ0058'OVERHEAD SIGNAL 991.5, 85 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ0058'NORTHEAST SET OF TRACKS AND 12 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0058'A TRACK ROAD.
 CZ0058'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CZ0058
 CZ0058                          STATION RECOVERY (1987)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0058'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0058'IN GOOD CONDITION.
 CZ0058'
 CZ0058'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHEAST OF SOUTH
 CZ0058'TUCSON,
 CZ0058'1.6 KM (1 MI) NORTHEAST OF INTERSTATE HIGHWAY 10, ALONG THE
 CZ0058'SOUTHERN PACIFIC RAILROAD, ABOUT 50 METERS (164 FT) EAST OF
 CZ0058'RAILROAD SEMAPHORE 9915.
 CZ0058'OWNERSHIP--SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 CZ0058'
 CZ0058'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0058'VALENCIA RD WHICH IS ABOUT 9.7 KM (6 MI) SOUTHEAST OF SOUTH TUCSON,
 CZ0058'GO EAST FOR 1.6 KM (1.0 MI) ON VALENCIA RD TO A CROSSROAD, CRAYCROFT
 CZ0058'RD.
 CZ0058'TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON CRAYCROFT RD TO A
 CZ0058'TRACK ROAD ON THE LEFT.  TURN LEFT, THEN SHARP LEFT AND GO SOUTH
 CZ0058'THEN WEST FOR 0.3 KM (0.2 MI) ON A DIRT ROAD, ALONG THE OVERPASS,
 CZ0058'TO THE RAILROAD AND A LARGE BILLBOARD SIGN.  CROSS THE FIRST SET OF
 CZ0058'TRACKS, TURN RIGHT AND GO NORTHWEST FOR 0.7 KM (0.45 MI) ON A DIRT
 CZ0058'ROAD, THEN BEAR RIGHT THROUGH THE BRUSH LINE AND GO NORTHWEST FOR
 CZ0058'0.2 KM (0.1 MI) ALONG THE RAILROAD TO THE STATION ON THE LEFT.
 CZ0058'
 CZ0058'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0058'STAMPED---C 317 1952---,
 CZ0058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0058'30 CM IN DIAMETER PROJECTING 12 CM ABOVE GROUND.  LOCATED
 CZ0058'12.50 METERS (41.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST RAIL OF
 CZ0058'THE NORTHEASTERN ONE OF TWO RAILROAD TRACKS AND
 CZ0058'0.40 METERS (1.3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CZ0058'
 CZ0058'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0058'
 CZ0058'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0058'
 CZ0058'DESCRIBED BY D.F. CALLAHAN.
 CZ0058
 CZ0058                          STATION RECOVERY (1990)
 CZ0058
 CZ0058'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ0058'TO REACH STATION FROM DREXEL ROAD AT THE INTERSTATE 10 OVERPASS
 CZ0058'(MP266) TAKE DIRT TRACK EAST ON DREXEL ROAD FROM THE END OF PAVEMENT
 CZ0058'0.24 KM (0.15 MI) ACROSS THE JULIAN WASH TO THE SOUTHERN PACIFIC
 CZ0058'RAILROAD TRACKS.  FOLLOW THE TRACKS SOUTHEAST 0.64 KM (0.40 MI) TO A
 CZ0058'CONCRETE FOOTER WITH 0.61 M (2.00 FT) HIGH CONCRETE POSTS STICKING UP
 CZ0058'(FOUNDATION FOR OVERHEAD SIGNAL 991.5.  THE SIGNAL IS GONE BUT THE
 CZ0058'CONCRETE FOOTER IS STILL IN PLACE). STATION IS 64.31 M (210.99 FT)
 CZ0058'EAST.  STATION IS PART OF A U.S.C.G.S. BENCH RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0065 ***********************************************************************
 DA0065  DESIGNATION -  C 319
 DA0065  PID         -  DA0065
 DA0065  STATE/COUNTY-  AZ/MARICOPA
 DA0065  USGS QUAD   -  KAKA NW (1986)
 DA0065
 DA0065                         *CURRENT SURVEY CONTROL
 DA0065  ___________________________________________________________________
 DA0065* NAD 83(1986)-  32 44 35.     (N)    112 24 36.     (W)     SCALED    
 DA0065* NAVD 88     -       845.98   (+/-2cm)    2775.5    (feet)  VERTCON   
 DA0065  ___________________________________________________________________
 DA0065  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0065
 DA0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0065
 DA0065.The horizontal coordinates were scaled from a topographic map and have
 DA0065.an estimated accuracy of +/- 6 seconds.
 DA0065
 DA0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0065.The vertical order pertains to the NGVD 29 superseded value.
 DA0065
 DA0065.The geoid height was determined by GEOID03.
 DA0065
 DA0065;                    North         East    Units  Estimated Accuracy
 DA0065;SPC AZ C     -   193,370.      167,130.      MT  (+/- 180 meters Scaled)
 DA0065
 DA0065                          SUPERSEDED SURVEY CONTROL
 DA0065
 DA0065  NGVD 29 (??/??/92)  845.248  (m)         2773.12   (f) ADJ UNCH    2 0
 DA0065
 DA0065.Superseded values are not recommended for survey control.
 DA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0065.See file dsdata.txt to determine how the superseded data were derived.
 DA0065
 DA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB678236(NAD 83)
 DA0065_MARKER: DB = BENCH MARK DISK
 DA0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0065_STAMPING: C 319 1952
 DA0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0065+STABILITY: SURFACE MOTION
 DA0065
 DA0065  HISTORY     - Date     Condition        Report By
 DA0065  HISTORY     - 1952     MONUMENTED       CGS
 DA0065
 DA0065                          STATION DESCRIPTION
 DA0065
 DA0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0065'4.7 MI NW FROM STOUTS WELL.
 DA0065'4.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0065'ON A SMALL FLAT, IN A PROMINENT CLEARING, 38 1/2 FEET NORTHWEST OF THE
 DA0065'CENTER LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, AND SET
 DA0065'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 DA0065'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0237 ***********************************************************************
 FQ0237  DESIGNATION -  C 32
 FQ0237  PID         -  FQ0237
 FQ0237  STATE/COUNTY-  AZ/COCONINO
 FQ0237  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0237
 FQ0237                         *CURRENT SURVEY CONTROL
 FQ0237  ___________________________________________________________________
 FQ0237* NAD 83(1986)-  35 01 42.     (N)    111 44 00.     (W)     SCALED    
 FQ0237* NAVD 88     -      1953.942  (meters)    6410.56   (feet)  ADJUSTED  
 FQ0237  ___________________________________________________________________
 FQ0237  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0237  DYNAMIC HT  -        1951.219 (meters)    6401.62  (feet)  COMP
 FQ0237  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 FQ0237
 FQ0237  VERT ORDER  -  FIRST     CLASS II
 FQ0237
 FQ0237.The horizontal coordinates were scaled from a topographic map and have
 FQ0237.an estimated accuracy of +/- 6 seconds.
 FQ0237
 FQ0237.The orthometric height was determined by differential leveling
 FQ0237.and adjusted by the National Geodetic Survey in June 1991..
 FQ0237
 FQ0237.The geoid height was determined by GEOID03.
 FQ0237
 FQ0237.The dynamic height is computed by dividing the NAVD 88
 FQ0237.geopotential number by the normal gravity value computed on the
 FQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0237.degrees latitude (g = 980.6199 gals.).
 FQ0237
 FQ0237.The modeled gravity was interpolated from observed gravity values.
 FQ0237
 FQ0237;                    North         East    Units  Estimated Accuracy
 FQ0237;SPC AZ C     -   446,730.      230,090.      MT  (+/- 180 meters Scaled)
 FQ0237
 FQ0237                          SUPERSEDED SURVEY CONTROL
 FQ0237
 FQ0237  NGVD 29 (??/??/92) 1952.980  (m)         6407.40   (f) ADJ UNCH    1 2
 FQ0237
 FQ0237.Superseded values are not recommended for survey control.
 FQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0237.See file dsdata.txt to determine how the superseded data were derived.
 FQ0237
 FQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD331764(NAD 83)
 FQ0237_MARKER: DB = BENCH MARK DISK
 FQ0237_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0237_SP_SET: UNSPEC. ROCK
 FQ0237_STAMPING: 6407.402 C 32 1933
 FQ0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0237
 FQ0237  HISTORY     - Date     Condition        Report By
 FQ0237  HISTORY     - 1933     MONUMENTED       CGS
 FQ0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0237
 FQ0237                          STATION DESCRIPTION
 FQ0237
 FQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0237'16.3 MI N FROM SEDONA.
 FQ0237'ABOUT 16.3 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0237'COUNTY, AT THE SUMMIT OF OAK CREEK GRADE, ABOUT 1.0 MILE SOUTH OF A
 FQ0237'CATTLE GUARD, ON THE WEST RIM OF OAK CREEK CANYON, OUTSIDE OF A CURVE
 FQ0237'RAILING, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 FQ0237'WEST OF THE EDGE OF A PRECIPICE, AND IN THE TOP OF A ROCK PAINTED B.M.
 FQ0237'A STANDARD DISK, STAMPED 6407.402 C 32 1933.
 FQ0237
 FQ0237                          STATION RECOVERY (1982)
 FQ0237
 FQ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0237'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0111 ***********************************************************************
 GO0111  DESIGNATION -  C 32
 GO0111  PID         -  GO0111
 GO0111  STATE/COUNTY-  AZ/APACHE
 GO0111  USGS QUAD   -  SWEETWATER MESA (1968)
 GO0111
 GO0111                         *CURRENT SURVEY CONTROL
 GO0111  ___________________________________________________________________
 GO0111* NAD 83(1986)-  36 30 10.     (N)    109 53 08.     (W)     SCALED    
 GO0111* NAVD 88     -      1735.457  (meters)    5693.75   (feet)  ADJUSTED  
 GO0111  ___________________________________________________________________
 GO0111  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GO0111  DYNAMIC HT  -        1733.269 (meters)    5686.57  (feet)  COMP
 GO0111  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 GO0111
 GO0111  VERT ORDER  -  FIRST     CLASS II
 GO0111
 GO0111.The horizontal coordinates were scaled from a topographic map and have
 GO0111.an estimated accuracy of +/- 6 seconds.
 GO0111
 GO0111.The orthometric height was determined by differential leveling
 GO0111.and adjusted by the National Geodetic Survey in June 1991..
 GO0111
 GO0111.The geoid height was determined by GEOID03.
 GO0111
 GO0111.The dynamic height is computed by dividing the NAVD 88
 GO0111.geopotential number by the normal gravity value computed on the
 GO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0111.degrees latitude (g = 980.6199 gals.).
 GO0111
 GO0111.The modeled gravity was interpolated from observed gravity values.
 GO0111
 GO0111;                    North         East    Units  Estimated Accuracy
 GO0111;SPC AZ E     -   610,330.      238,540.      MT  (+/- 180 meters Scaled)
 GO0111
 GO0111                          SUPERSEDED SURVEY CONTROL
 GO0111
 GO0111  NGVD 29 (??/??/92) 1734.510  (m)         5690.64   (f) ADJ UNCH    1 2
 GO0111
 GO0111.Superseded values are not recommended for survey control.
 GO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0111.See file dsdata.txt to determine how the superseded data were derived.
 GO0111
 GO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF998402(NAD 83)
 GO0111_MARKER: DB = BENCH MARK DISK
 GO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0111_STAMPING: C-32 1933
 GO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0111+STABILITY: SURFACE MOTION
 GO0111
 GO0111  HISTORY     - Date     Condition        Report By
 GO0111  HISTORY     - 1933     MONUMENTED       CGS
 GO0111  HISTORY     - 1965     POOR             UTU
 GO0111
 GO0111                          STATION DESCRIPTION
 GO0111
 GO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0111'32.0 MI SE FROM KAYENTA.
 GO0111'32.0 MILES SOUTH EAST OF THE POST OFFICE ALONG THE KAYENTA-CHIN LEE
 GO0111'ROAD.  5.5 MILES NORTH WEST OF WEST ROAD JUNCTION TO ROUGH ROCK
 GO0111'SPRINGS.  AT THE TOP OF LONG WEST SLOPE OF HILL.  SET AT CURVE IN ROAD
 GO0111'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET ABOVE THE
 GO0111'LEVEL OF THE ROAD, AND 6 INCHES ABOVE GROUND.
 GO0111
 GO0111                          STATION RECOVERY (1965)
 GO0111
 GO0111'RECOVERY NOTE BY UNIVERSITY OF UTAH 1965
 GO0111'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0576 ***********************************************************************
 DA0576  DESIGNATION -  C 320
 DA0576  PID         -  DA0576
 DA0576  STATE/COUNTY-  AZ/MARICOPA
 DA0576  USGS QUAD   -  THEBA (1973)
 DA0576
 DA0576                         *CURRENT SURVEY CONTROL
 DA0576  ___________________________________________________________________
 DA0576* NAD 83(1986)-  32 54 43.     (N)    112 53 34.     (W)     SCALED    
 DA0576* NAVD 88     -       223.62   (+/-2cm)     733.7    (feet)  VERTCON   
 DA0576  ___________________________________________________________________
 DA0576  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0576
 DA0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0576
 DA0576.The horizontal coordinates were scaled from a topographic map and have
 DA0576.an estimated accuracy of +/- 6 seconds.
 DA0576
 DA0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0576.The vertical order pertains to the NGVD 29 superseded value.
 DA0576
 DA0576.The geoid height was determined by GEOID03.
 DA0576
 DA0576;                    North         East    Units  Estimated Accuracy
 DA0576;SPC AZ C     -   212,410.      122,060.      MT  (+/- 180 meters Scaled)
 DA0576
 DA0576                          SUPERSEDED SURVEY CONTROL
 DA0576
 DA0576  NGVD 29 (??/??/92)  223.060  (m)          731.82   (f) ADJ UNCH    1 2
 DA0576
 DA0576.Superseded values are not recommended for survey control.
 DA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0576.See file dsdata.txt to determine how the superseded data were derived.
 DA0576
 DA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB229431(NAD 83)
 DA0576_MARKER: DB = BENCH MARK DISK
 DA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0576_STAMPING: C 320 1952
 DA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0576+STABILITY: SURFACE MOTION
 DA0576
 DA0576  HISTORY     - Date     Condition        Report By
 DA0576  HISTORY     - 1952     MONUMENTED       CGS
 DA0576  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0576
 DA0576                          STATION DESCRIPTION
 DA0576
 DA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0576'1.5 MI S FROM THEBA.
 DA0576'0.9 MILE WEST ALONG UNITED STATES HIGHWAY 80 FROM THE STORE AT THEBA,
 DA0576'THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD TO GILLESPIE AIRFIELD, 37
 DA0576'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR, 7.6 FEET SOUTH OF A
 DA0576'FENCE CORNER, 2.1 FEET NORTH OF A WITNESS POST, 1.6 FEET EAST OF A
 DA0576'FENCE, 0.4 FOOT ABOVE THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 DA0576'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0576
 DA0576                          STATION RECOVERY (1973)
 DA0576
 DA0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0587 ***********************************************************************
 DA0587  DESIGNATION -  C 321
 DA0587  PID         -  DA0587
 DA0587  STATE/COUNTY-  AZ/MARICOPA
 DA0587  USGS QUAD   -  SMURR (1973)
 DA0587
 DA0587                         *CURRENT SURVEY CONTROL
 DA0587  ___________________________________________________________________
 DA0587* NAD 83(1986)-  32 52 35.     (N)    112 47 50.     (W)     SCALED    
 DA0587* NAVD 88     -       252.36   (+/-2cm)     828.0    (feet)  VERTCON   
 DA0587  ___________________________________________________________________
 DA0587  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0587
 DA0587  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0587
 DA0587.The horizontal coordinates were scaled from a topographic map and have
 DA0587.an estimated accuracy of +/- 6 seconds.
 DA0587
 DA0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0587.The vertical order pertains to the NGVD 29 superseded value.
 DA0587
 DA0587.The geoid height was determined by GEOID03.
 DA0587
 DA0587;                    North         East    Units  Estimated Accuracy
 DA0587;SPC AZ C     -   208,390.      130,960.      MT  (+/- 180 meters Scaled)
 DA0587
 DA0587                          SUPERSEDED SURVEY CONTROL
 DA0587
 DA0587  NGVD 29 (??/??/92)  251.764  (m)          826.00   (f) ADJ UNCH    1 2
 DA0587
 DA0587.Superseded values are not recommended for survey control.
 DA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0587.See file dsdata.txt to determine how the superseded data were derived.
 DA0587
 DA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB318390(NAD 83)
 DA0587_MARKER: DB = BENCH MARK DISK
 DA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0587_STAMPING: C 321 1952
 DA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0587+STABILITY: SURFACE MOTION
 DA0587
 DA0587  HISTORY     - Date     Condition        Report By
 DA0587  HISTORY     - 1952     MONUMENTED       CGS
 DA0587  HISTORY     - 1953     GOOD             NGS
 DA0587
 DA0587                          STATION DESCRIPTION
 DA0587
 DA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0587'8.8 MI SW FROM GILA BEND.
 DA0587'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0587'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.2 MILES WEST ALONG A
 DA0587'GRAVELED ROAD, 0.1 MILE EAST OF THE CROSSING OF A WASH, 49 1/2 FEET
 DA0587'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST,
 DA0587'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0587'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1099 ***********************************************************************
 DA1099  DESIGNATION -  C 322
 DA1099  PID         -  DA1099
 DA1099  STATE/COUNTY-  AZ/YUMA
 DA1099  USGS QUAD   -  DATELAND (1982)
 DA1099
 DA1099                         *CURRENT SURVEY CONTROL
 DA1099  ___________________________________________________________________
 DA1099* NAD 83(1986)-  32 47 18.     (N)    113 33 37.     (W)     SCALED    
 DA1099* NAVD 88     -       130.15   (+/-2cm)     427.0    (feet)  VERTCON   
 DA1099  ___________________________________________________________________
 DA1099  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA1099
 DA1099  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1099
 DA1099.The horizontal coordinates were scaled from a topographic map and have
 DA1099.an estimated accuracy of +/- 6 seconds.
 DA1099
 DA1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1099.The vertical order pertains to the NGVD 29 superseded value.
 DA1099
 DA1099.The geoid height was determined by GEOID03.
 DA1099
 DA1099;                    North         East    Units  Estimated Accuracy
 DA1099;SPC AZ W     -   198,300.      231,130.      MT  (+/- 180 meters Scaled)
 DA1099
 DA1099                          SUPERSEDED SURVEY CONTROL
 DA1099
 DA1099  NGVD 29 (??/??/92)  129.567  (m)          425.09   (f) ADJ UNCH    1 2
 DA1099
 DA1099.Superseded values are not recommended for survey control.
 DA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1099.See file dsdata.txt to determine how the superseded data were derived.
 DA1099
 DA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB602307(NAD 83)
 DA1099_MARKER: DB = BENCH MARK DISK
 DA1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1099_SP_SET: BRIDGE
 DA1099_STAMPING: C 322 1952
 DA1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1099
 DA1099  HISTORY     - Date     Condition        Report By
 DA1099  HISTORY     - 1952     MONUMENTED       CGS
 DA1099  HISTORY     - 1960     GOOD             NGS
 DA1099  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1099  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1099
 DA1099                          STATION DESCRIPTION
 DA1099
 DA1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1099'1.3 MI W FROM DATELAND.
 DA1099'1.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND
 DA1099'SET IN THE WINGWALL OF A RAILROAD BRIDGE ON THE NORTH SIDE OF THE
 DA1099'TRACKS, 2 POLES EAST FROM RAILROAD MILE POST 805, 41 FEET SOUTHWEST
 DA1099'FROM A POLE NUMBERED F. NOTE-- USE AS THE AZIMUTH MARK FOR THE
 DA1099'TRAVERSE STATION LASAGE.
 DA1099
 DA1099                          STATION RECOVERY (1981)
 DA1099
 DA1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1099'SEARCHED FOR BUT NOT RECOVERED, BRIDGE DESCRIBED IN GONE, MARK
 DA1099'BELIEVED DESTROYED.
 DA1099
 DA1099                          STATION RECOVERY (1981)
 DA1099
 DA1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1099'SEARCHED FOR BUT NOT RECOVERED, BRIDGE DESCRIBED IN GONE, MARK
 DA1099'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1086 ***********************************************************************
 DA1086  DESIGNATION -  C 323
 DA1086  PID         -  DA1086
 DA1086  STATE/COUNTY-  AZ/YUMA
 DA1086  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1086
 DA1086                         *CURRENT SURVEY CONTROL
 DA1086  ___________________________________________________________________
 DA1086* NAD 83(1986)-  32 44 26.     (N)    113 41 13.     (W)     SCALED    
 DA1086* NAVD 88     -       116.811  (meters)     383.24   (feet)  ADJUSTED  
 DA1086  ___________________________________________________________________
 DA1086  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1086  DYNAMIC HT  -         116.678 (meters)     382.80  (feet)  COMP
 DA1086  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 DA1086
 DA1086  VERT ORDER  -  FIRST     CLASS II
 DA1086
 DA1086.The horizontal coordinates were scaled from a topographic map and have
 DA1086.an estimated accuracy of +/- 6 seconds.
 DA1086
 DA1086.The orthometric height was determined by differential leveling
 DA1086.and adjusted by the National Geodetic Survey in June 1991..
 DA1086
 DA1086.The geoid height was determined by GEOID03.
 DA1086
 DA1086.The dynamic height is computed by dividing the NAVD 88
 DA1086.geopotential number by the normal gravity value computed on the
 DA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1086.degrees latitude (g = 980.6199 gals.).
 DA1086
 DA1086.The modeled gravity was interpolated from observed gravity values.
 DA1086
 DA1086;                    North         East    Units  Estimated Accuracy
 DA1086;SPC AZ W     -   192,990.      219,270.      MT  (+/- 180 meters Scaled)
 DA1086
 DA1086                          SUPERSEDED SURVEY CONTROL
 DA1086
 DA1086  NGVD 29 (??/??/92)  116.186  (m)          381.19   (f) ADJ UNCH    1 2
 DA1086
 DA1086.Superseded values are not recommended for survey control.
 DA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1086.See file dsdata.txt to determine how the superseded data were derived.
 DA1086
 DA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB482257(NAD 83)
 DA1086_MARKER: DB = BENCH MARK DISK
 DA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1086_STAMPING: C 323 1952
 DA1086_MARK LOGO: CGS   
 DA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1086+STABILITY: SURFACE MOTION
 DA1086
 DA1086  HISTORY     - Date     Condition        Report By
 DA1086  HISTORY     - 1952     MONUMENTED       CGS
 DA1086  HISTORY     - 1960     GOOD             NGS
 DA1086  HISTORY     - 1981     GOOD             NGS
 DA1086  HISTORY     - 1981     GOOD             NGS
 DA1086
 DA1086                          STATION DESCRIPTION
 DA1086
 DA1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1086'4.2 MI E FROM MOHAWK.
 DA1086'3.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.35 MILE WEST
 DA1086'FROM HIGHWAY MILE POST 61, 2.3 FEET NORTHEAST FROM RAILROAD MILE POST
 DA1086'797, 45.3 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 2 FEET SOUTHWEST
 DA1086'FROM A WHITE WOODEN WITNESS POST, SET IN A SQUARE CONCRETE POST
 DA1086'PROJECTING 6-INCHES ABOVE GROUND.
 DA1086
 DA1086                          STATION RECOVERY (1981)
 DA1086
 DA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1086'RECOVERED IN GOOD CONDITION.
 DA1086
 DA1086                          STATION RECOVERY (1981)
 DA1086
 DA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0280 ***********************************************************************
 CY0280  DESIGNATION -  C 324
 CY0280  PID         -  CY0280
 CY0280  STATE/COUNTY-  AZ/COCHISE
 CY0280  USGS QUAD   -  LUZENA (1979)
 CY0280
 CY0280                         *CURRENT SURVEY CONTROL
 CY0280  ___________________________________________________________________
 CY0280* NAD 83(1986)-  32 19 57.     (N)    109 30 14.     (W)     SCALED    
 CY0280* NAVD 88     -      1158.22   (+/-2cm)    3799.9    (feet)  VERTCON   
 CY0280  ___________________________________________________________________
 CY0280  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0280
 CY0280  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0280
 CY0280.The horizontal coordinates were scaled from a topographic map and have
 CY0280.an estimated accuracy of +/- 6 seconds.
 CY0280
 CY0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0280.The vertical order pertains to the NGVD 29 superseded value.
 CY0280
 CY0280.The geoid height was determined by GEOID03.
 CY0280
 CY0280;                    North         East    Units  Estimated Accuracy
 CY0280;SPC AZ E     -   147,930.      275,760.      MT  (+/- 180 meters Scaled)
 CY0280
 CY0280                          SUPERSEDED SURVEY CONTROL
 CY0280
 CY0280  NGVD 29 (??/??/92) 1157.492  (m)         3797.54   (f) ADJ UNCH    1 2
 CY0280
 CY0280.Superseded values are not recommended for survey control.
 CY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0280.See file dsdata.txt to determine how the superseded data were derived.
 CY0280
 CY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA408782(NAD 83)
 CY0280_MARKER: DB = BENCH MARK DISK
 CY0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0280_STAMPING: C 324 1952
 CY0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0280+STABILITY: SURFACE MOTION
 CY0280
 CY0280  HISTORY     - Date     Condition        Report By
 CY0280  HISTORY     - 1952     MONUMENTED       CGS
 CY0280  HISTORY     - 1953     GOOD             NGS
 CY0280
 CY0280                          STATION DESCRIPTION
 CY0280
 CY0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0280'1.1 MI W FROM BOWIE.
 CY0280'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0280'BOWIE, 0.3 MILE EAST OF MILEPOST 1097, 86 FEET NORTH OF SEMAPHORE
 CY0280'1097.3, 93.7 FEET NORTH OF THE NORTH RAIL, 33 FEET SOUTH OF THE CENTER
 CY0280'LINE OF A TRACK ROAD, 2.7 FEET EAST OF A WITNESS POST, 3 FEET BELOW
 CY0280'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CY0280'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0374 ***********************************************************************
 CY0374  DESIGNATION -  C 325
 CY0374  PID         -  CY0374
 CY0374  STATE/COUNTY-  AZ/COCHISE
 CY0374  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0374
 CY0374                         *CURRENT SURVEY CONTROL
 CY0374  ___________________________________________________________________
 CY0374* NAD 83(1986)-  32 08 41.     (N)    109 54 12.     (W)     SCALED    
 CY0374* NAVD 88     -      1261.208  (meters)    4137.81   (feet)  ADJUSTED  
 CY0374  ___________________________________________________________________
 CY0374  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0374  DYNAMIC HT  -        1259.299 (meters)    4131.55  (feet)  COMP
 CY0374  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CY0374
 CY0374  VERT ORDER  -  FIRST     CLASS II
 CY0374
 CY0374.The horizontal coordinates were scaled from a topographic map and have
 CY0374.an estimated accuracy of +/- 6 seconds.
 CY0374
 CY0374.The orthometric height was determined by differential leveling
 CY0374.and adjusted by the National Geodetic Survey in June 1991..
 CY0374
 CY0374.The geoid height was determined by GEOID03.
 CY0374
 CY0374.The dynamic height is computed by dividing the NAVD 88
 CY0374.geopotential number by the normal gravity value computed on the
 CY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0374.degrees latitude (g = 980.6199 gals.).
 CY0374
 CY0374.The modeled gravity was interpolated from observed gravity values.
 CY0374
 CY0374;                    North         East    Units  Estimated Accuracy
 CY0374;SPC AZ E     -   126,940.      238,200.      MT  (+/- 180 meters Scaled)
 CY0374
 CY0374                          SUPERSEDED SURVEY CONTROL
 CY0374
 CY0374  NGVD 29 (??/??/92) 1260.438  (m)         4135.29   (f) ADJ UNCH    1 2
 CY0374
 CY0374.Superseded values are not recommended for survey control.
 CY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0374.See file dsdata.txt to determine how the superseded data were derived.
 CY0374
 CY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA034570(NAD 83)
 CY0374_MARKER: DB = BENCH MARK DISK
 CY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0374_STAMPING: C 325 1952
 CY0374_PROJECTION: PROJECTING 14 CENTIMETERS
 CY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0374+STABILITY: SURFACE MOTION
 CY0374
 CY0374  HISTORY     - Date     Condition        Report By
 CY0374  HISTORY     - 1952     MONUMENTED       CGS
 CY0374  HISTORY     - 1979     GOOD             NGS
 CY0374
 CY0374                          STATION DESCRIPTION
 CY0374
 CY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0374'2.5 MI NE FROM COCHISE.
 CY0374'2.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0374'THE STATION AT COCHISE, 120 FEET NORTH OF THE FIRST BRIDGE NORTHEAST
 CY0374'OF MILEPOST NUMBER 1066, 107 1/2 FEET NORTHWEST RAIL, 74.0 FEET
 CY0374'NORTHEAST OF A CULVERT, 54.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0374'ROAD, 23.7 FEET NORTHEAST OF A RAILROAD MILEPOST NUMBER 266665, 2.0
 CY0374'FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF THE CONCRETE
 CY0374'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 7.0 FEET LOWER
 CY0374'THAN THE TRACK.
 CY0374
 CY0374                          STATION RECOVERY (1979)
 CY0374
 CY0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0374'13.7 KILOMETERS (8.45 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0374'RAILROAD FROM THE STATION AT WILLCOX, AT RAILROAD TRESTLE 1066.29,
 CY0374'31.5 METERS (103 FEET) NORTH OF THE NORTH CORNER, 32.5 METERS (107
 CY0374'FEET) NORTHWEST OF THE NORTHWEST RAIL, 31.9 METERS (105 FEET)
 CY0374'SOUTHEAST OF TELEPHONE POLE 8345L AND 16.6 METERS (54.5 FEET)
 CY0374'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD.
 CY0374'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CY0374'THE MARK IS 3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0032 ***********************************************************************
 CG0032  DESIGNATION -  C 326
 CG0032  PID         -  CG0032
 CG0032  STATE/COUNTY-  AZ/COCHISE
 CG0032  USGS QUAD   -  SAINT DAVID (1973)
 CG0032
 CG0032                         *CURRENT SURVEY CONTROL
 CG0032  ___________________________________________________________________
 CG0032* NAD 83(1986)-  31 57 10.     (N)    110 12 30.     (W)     SCALED    
 CG0032* NAVD 88     -      1201.66   (+/-2cm)    3942.4    (feet)  VERTCON   
 CG0032  ___________________________________________________________________
 CG0032  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG0032
 CG0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0032
 CG0032.The horizontal coordinates were scaled from a topographic map and have
 CG0032.an estimated accuracy of +/- 6 seconds.
 CG0032
 CG0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0032.The vertical order pertains to the NGVD 29 superseded value.
 CG0032
 CG0032.The geoid height was determined by GEOID03.
 CG0032
 CG0032;                    North         East    Units  Estimated Accuracy
 CG0032;SPC AZ E     -   105,630.      209,420.      MT  (+/- 180 meters Scaled)
 CG0032
 CG0032                          SUPERSEDED SURVEY CONTROL
 CG0032
 CG0032  NGVD 29 (??/??/92) 1200.844  (m)         3939.77   (f) ADJ UNCH    1 2
 CG0032
 CG0032.Superseded values are not recommended for survey control.
 CG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0032.See file dsdata.txt to determine how the superseded data were derived.
 CG0032
 CG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA748354(NAD 83)
 CG0032_MARKER: DB = BENCH MARK DISK
 CG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0032_STAMPING: C 326 1952
 CG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0032+STABILITY: SURFACE MOTION
 CG0032
 CG0032  HISTORY     - Date     Condition        Report By
 CG0032  HISTORY     - 1952     MONUMENTED       CGS
 CG0032
 CG0032                          STATION DESCRIPTION
 CG0032
 CG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0032'7.1 MI E FROM BENSON.
 CG0032'7.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0032'STATION AT BENSON, 1.1 MILES WEST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0032'0.2 MILE WEST OF MILEPOLE 1040, NEAR THE EAST END OF A CURVE, 79.0
 CG0032'FEET SOUTHEAST OF A TELEPHONE POLE, 60.1 FEET SOUTH OF THE NORTH
 CG0032'RIGHT-OF-WAY FENCE, 37.0 FEET NORTH OF THE NORTH RAIL, 2.0 FEET EAST
 CG0032'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE TOP OF THE TRACK,
 CG0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0193 ***********************************************************************
 DU0193  DESIGNATION -  C 327
 DU0193  PID         -  DU0193
 DU0193  STATE/COUNTY-  AZ/GRAHAM
 DU0193  USGS QUAD   -  CALVA (1989)
 DU0193
 DU0193                         *CURRENT SURVEY CONTROL
 DU0193  ___________________________________________________________________
 DU0193* NAD 83(1986)-  33 14 41.     (N)    110 08 22.     (W)     SCALED    
 DU0193* NAVD 88     -      1125.395  (meters)    3692.23   (feet)  ADJUSTED  
 DU0193  ___________________________________________________________________
 DU0193  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DU0193  DYNAMIC HT  -        1123.815 (meters)    3687.05  (feet)  COMP
 DU0193  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 DU0193
 DU0193  VERT ORDER  -  SECOND    CLASS 0
 DU0193
 DU0193.The horizontal coordinates were scaled from a topographic map and have
 DU0193.an estimated accuracy of +/- 6 seconds.
 DU0193
 DU0193.The orthometric height was determined by differential leveling
 DU0193.and adjusted by the National Geodetic Survey in June 1991..
 DU0193
 DU0193.The geoid height was determined by GEOID03.
 DU0193
 DU0193.The dynamic height is computed by dividing the NAVD 88
 DU0193.geopotential number by the normal gravity value computed on the
 DU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0193.degrees latitude (g = 980.6199 gals.).
 DU0193
 DU0193.The modeled gravity was interpolated from observed gravity values.
 DU0193
 DU0193;                    North         East    Units  Estimated Accuracy
 DU0193;SPC AZ E     -   248,890.      215,900.      MT  (+/- 180 meters Scaled)
 DU0193
 DU0193                          SUPERSEDED SURVEY CONTROL
 DU0193
 DU0193  NGVD 29 (??/??/92) 1124.767  (m)         3690.17   (f) ADJ UNCH    2 0
 DU0193
 DU0193.Superseded values are not recommended for survey control.
 DU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0193.See file dsdata.txt to determine how the superseded data were derived.
 DU0193
 DU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB801787(NAD 83)
 DU0193_MARKER: DB = BENCH MARK DISK
 DU0193_SETTING: 66 = SET IN ROCK OUTCROP
 DU0193_SP_SET: BEDROCK
 DU0193_STAMPING: C 327 1952
 DU0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0193+STABILITY: POSITION/ELEVATION WELL
 DU0193
 DU0193  HISTORY     - Date     Condition        Report By
 DU0193  HISTORY     - 1952     MONUMENTED       CGS
 DU0193  HISTORY     - 19870520 MARK NOT FOUND   USGS
 DU0193
 DU0193                          STATION DESCRIPTION
 DU0193
 DU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0193'6.0 MI NE FROM CALVA.
 DU0193'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0193'COMPANY RAILROAD STATION AT CALVA, THENCE 5.5 MILES NORTHEAST ALONG
 DU0193'THE CALVA - ASH CREEK ROAD, NEAR THE TOP OF A PROMINENT HILL, ON THE
 DU0193'SOUTH SLOPE OF A GRADE, 19 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 DU0193'THE ROAD, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 DU0193'TOP OF A WHITE SANDSTONE BEDROCK ABOUT FLUSH WITH THE GROUND.
 DU0193
 DU0193                          STATION RECOVERY (1987)
 DU0193
 DU0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (WCN)
 DU0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0386 ***********************************************************************
 ES0386  DESIGNATION -  C 329
 ES0386  PID         -  ES0386
 ES0386  STATE/COUNTY-  AZ/YAVAPAI
 ES0386  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0386
 ES0386                         *CURRENT SURVEY CONTROL
 ES0386  ___________________________________________________________________
 ES0386* NAD 83(1986)-  34 21 04.     (N)    111 41 28.     (W)     SCALED    
 ES0386* NAVD 88     -       924.07   (+/-2cm)    3031.7    (feet)  VERTCON   
 ES0386  ___________________________________________________________________
 ES0386  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0386
 ES0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0386
 ES0386.The horizontal coordinates were scaled from a topographic map and have
 ES0386.an estimated accuracy of +/- 6 seconds.
 ES0386
 ES0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0386.The vertical order pertains to the NGVD 29 superseded value.
 ES0386
 ES0386.The geoid height was determined by GEOID03.
 ES0386
 ES0386;                    North         East    Units  Estimated Accuracy
 ES0386;SPC AZ C     -   371,620.      234,110.      MT  (+/- 180 meters Scaled)
 ES0386
 ES0386                          SUPERSEDED SURVEY CONTROL
 ES0386
 ES0386  NGVD 29 (??/??/92)  923.368  (m)         3029.42   (f) ADJ UNCH    2 0
 ES0386
 ES0386.Superseded values are not recommended for survey control.
 ES0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0386.See file dsdata.txt to determine how the superseded data were derived.
 ES0386
 ES0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD364013(NAD 83)
 ES0386_MARKER: DB = BENCH MARK DISK
 ES0386_SETTING: 66 = SET IN ROCK OUTCROP
 ES0386_SP_SET: ROCK OUTCROP
 ES0386_STAMPING: C 329 1952
 ES0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0386+STABILITY: POSITION/ELEVATION WELL
 ES0386
 ES0386  HISTORY     - Date     Condition        Report By
 ES0386  HISTORY     - 1952     MONUMENTED       CGS
 ES0386  HISTORY     - 1966     MARK NOT FOUND   USGS
 ES0386
 ES0386                          STATION DESCRIPTION
 ES0386
 ES0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0386'1.6 MI E FROM VERDE HOT SPRINGS.
 ES0386'1.6 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0386'HOTEL, IN A 3-FOOT BY 4-FOOT BROWN ROCK OUTCROP PROJECTING 2 FEET
 ES0386'ABOVE THE GROUND, 0.15 MILE SOUTH OF A 36 INCH CORRUGATED METAL PIPE
 ES0386'CULVERT, 0.1 MILE SOUTHEAST OF A POWER LINE CROSSING, 114 FEET NORTH
 ES0386'OF THE UPPER END OF A HORSE SHOE CURVE, 15 FEET SOUTHWEST OF THE
 ES0386'CENTER LINE AND ABOUT 2 FEET LOWER THAN THE ROAD.
 ES0386
 ES0386                          STATION RECOVERY (1966)
 ES0386
 ES0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0135 ***********************************************************************
 GO0135  DESIGNATION -  C 33
 GO0135  PID         -  GO0135
 GO0135  STATE/COUNTY-  AZ/APACHE
 GO0135  USGS QUAD   -  CHINLE (1982)
 GO0135
 GO0135                         *CURRENT SURVEY CONTROL
 GO0135  ___________________________________________________________________
 GO0135* NAD 83(1986)-  36 09 13.     (N)    109 32 58.     (W)     SCALED    
 GO0135* NAVD 88     -      1679.684  (meters)    5510.76   (feet)  ADJUSTED  
 GO0135  ___________________________________________________________________
 GO0135  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 GO0135  DYNAMIC HT  -        1677.581 (meters)    5503.86  (feet)  COMP
 GO0135  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 GO0135
 GO0135  VERT ORDER  -  FIRST     CLASS II
 GO0135
 GO0135.The horizontal coordinates were scaled from a topographic map and have
 GO0135.an estimated accuracy of +/- 6 seconds.
 GO0135
 GO0135.The orthometric height was determined by differential leveling
 GO0135.and adjusted by the National Geodetic Survey in June 1991..
 GO0135
 GO0135.The geoid height was determined by GEOID03.
 GO0135
 GO0135.The dynamic height is computed by dividing the NAVD 88
 GO0135.geopotential number by the normal gravity value computed on the
 GO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0135.degrees latitude (g = 980.6199 gals.).
 GO0135
 GO0135.The modeled gravity was interpolated from observed gravity values.
 GO0135
 GO0135;                    North         East    Units  Estimated Accuracy
 GO0135;SPC AZ E     -   571,730.      268,900.      MT  (+/- 180 meters Scaled)
 GO0135
 GO0135                          SUPERSEDED SURVEY CONTROL
 GO0135
 GO0135  NGVD 29 (??/??/92) 1678.815  (m)         5507.91   (f) ADJ UNCH    1 2
 GO0135
 GO0135.Superseded values are not recommended for survey control.
 GO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0135.See file dsdata.txt to determine how the superseded data were derived.
 GO0135
 GO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF304019(NAD 83)
 GO0135_MARKER: DB = BENCH MARK DISK
 GO0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0135_SP_SET: BUILDING
 GO0135_STAMPING: C-33 1933
 GO0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0135
 GO0135  HISTORY     - Date     Condition        Report By
 GO0135  HISTORY     - 1933     MONUMENTED       CGS
 GO0135  HISTORY     - 1934     GOOD             NGS
 GO0135
 GO0135                          STATION DESCRIPTION
 GO0135
 GO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0135'IN CHIN LEE.
 GO0135'AT CHIN LEE AT WEST CORNER OF SANDSTONE SCHOOL BUILDING AT WEST
 GO0135'ENTRANCE OF GOVERNMENT PROPERTY.  SET VERTICAL 4 FEET HIGH.
 GO0135
 GO0135                          STATION RECOVERY (1934)
 GO0135
 GO0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0398 ***********************************************************************
 ES0398  DESIGNATION -  C 330
 ES0398  PID         -  ES0398
 ES0398  STATE/COUNTY-  AZ/YAVAPAI
 ES0398  USGS QUAD   -  ARNOLD MESA (1967)
 ES0398
 ES0398                         *CURRENT SURVEY CONTROL
 ES0398  ___________________________________________________________________
 ES0398* NAD 83(1986)-  34 26 13.     (N)    111 58 36.     (W)     SCALED    
 ES0398* NAVD 88     -      1317.19   (+/-2cm)    4321.5    (feet)  VERTCON   
 ES0398  ___________________________________________________________________
 ES0398  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ES0398
 ES0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0398
 ES0398.The horizontal coordinates were scaled from a topographic map and have
 ES0398.an estimated accuracy of +/- 6 seconds.
 ES0398
 ES0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0398.The vertical order pertains to the NGVD 29 superseded value.
 ES0398
 ES0398.The geoid height was determined by GEOID03.
 ES0398
 ES0398;                    North         East    Units  Estimated Accuracy
 ES0398;SPC AZ C     -   381,120.      207,850.      MT  (+/- 180 meters Scaled)
 ES0398
 ES0398                          SUPERSEDED SURVEY CONTROL
 ES0398
 ES0398  NGVD 29 (??/??/92) 1316.415  (m)         4318.94   (f) ADJ UNCH    2 0
 ES0398
 ES0398.Superseded values are not recommended for survey control.
 ES0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0398.See file dsdata.txt to determine how the superseded data were derived.
 ES0398
 ES0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD102110(NAD 83)
 ES0398_MARKER: DB = BENCH MARK DISK
 ES0398_SETTING: 66 = SET IN ROCK OUTCROP
 ES0398_SP_SET: OUTCROP
 ES0398_STAMPING: C 330 1952
 ES0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0398+STABILITY: POSITION/ELEVATION WELL
 ES0398
 ES0398  HISTORY     - Date     Condition        Report By
 ES0398  HISTORY     - 1952     MONUMENTED       CGS
 ES0398
 ES0398                          STATION DESCRIPTION
 ES0398
 ES0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0398'6.0 MI NW FROM DUGAS.
 ES0398'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0398'5.4 MILES NORTH ALONG A DIM TRACK ROAD, 19.5 MILES SOUTHEAST OF
 ES0398'CHERRY, AT A POINT WHERE THE ROAD CROSSES A ROCKY WASH, SET ON TOP AND
 ES0398'AT THE SOUTHWEST EDGE OF A 10-FOOT BY 5-FOOT OUTCROP PROJECTING 2 FEET
 ES0398'ABOVE THE GROUND, 0.8 MILE NORTHWEST OF A WATER SUPPLY TANK DIRT, 0.2
 ES0398'MILE SOUTH OF A WIRE GATE ACROSS THE ROAD, 89 FEET NORTHEAST OF THE
 ES0398'CENTER LINE OF THE ROAD MEASURED FROM A POINT WHERE THE ROAD CROSSES
 ES0398'THE CREEK, AND 28 FEET NORTH OF THE CENTER OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0535 ***********************************************************************
 DA0535  DESIGNATION -  C 332
 DA0535  PID         -  DA0535
 DA0535  STATE/COUNTY-  AZ/MARICOPA
 DA0535  USGS QUAD   -  MIDWAY (1986)
 DA0535
 DA0535                         *CURRENT SURVEY CONTROL
 DA0535  ___________________________________________________________________
 DA0535* NAD 83(1986)-  32 38 14.     (N)    112 51 10.     (W)     SCALED    
 DA0535* NAVD 88     -       353.221  (meters)    1158.86   (feet)  ADJUSTED  
 DA0535  ___________________________________________________________________
 DA0535  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0535  DYNAMIC HT  -         352.789 (meters)    1157.44  (feet)  COMP
 DA0535  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 DA0535
 DA0535  VERT ORDER  -  FIRST     CLASS II
 DA0535
 DA0535.The horizontal coordinates were scaled from a topographic map and have
 DA0535.an estimated accuracy of +/- 6 seconds.
 DA0535
 DA0535.The orthometric height was determined by differential leveling
 DA0535.and adjusted by the National Geodetic Survey in June 1991..
 DA0535
 DA0535.The geoid height was determined by GEOID03.
 DA0535
 DA0535.The dynamic height is computed by dividing the NAVD 88
 DA0535.geopotential number by the normal gravity value computed on the
 DA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0535.degrees latitude (g = 980.6199 gals.).
 DA0535
 DA0535.The modeled gravity was interpolated from observed gravity values.
 DA0535
 DA0535;                    North         East    Units  Estimated Accuracy
 DA0535;SPC AZ C     -   181,910.      125,530.      MT  (+/- 180 meters Scaled)
 DA0535
 DA0535                          SUPERSEDED SURVEY CONTROL
 DA0535
 DA0535  NGVD 29 (??/??/92)  352.579  (m)         1156.75   (f) ADJ UNCH    1 2
 DA0535
 DA0535.Superseded values are not recommended for survey control.
 DA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0535.See file dsdata.txt to determine how the superseded data were derived.
 DA0535
 DA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262125(NAD 83)
 DA0535_MARKER: DB = BENCH MARK DISK
 DA0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0535_STAMPING: C 332 1953
 DA0535_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0535+STABILITY: SURFACE MOTION
 DA0535
 DA0535  HISTORY     - Date     Condition        Report By
 DA0535  HISTORY     - 1953     MONUMENTED       CGS
 DA0535  HISTORY     - 1980     GOOD             NGS
 DA0535
 DA0535                          STATION DESCRIPTION
 DA0535
 DA0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0535'20.2 MI N FROM AJO.
 DA0535'20.2 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0535'FROM THE STATION AT AJO, 10 POLES SOUTH OF MILEPOLE 23, 0.3 MILE NORTH
 DA0535'OF THE CROSSING OF A GRAVELED ROAD, 95.0 FEET WEST OF THE WEST RAIL,
 DA0535'62 1/2 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 5 1/2
 DA0535'FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST,
 DA0535'ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0535'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0535
 DA0535                          STATION RECOVERY (1980)
 DA0535
 DA0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0317 ***********************************************************************
 DA0317  DESIGNATION -  C 333
 DA0317  PID         -  DA0317
 DA0317  STATE/COUNTY-  AZ/PIMA
 DA0317  USGS QUAD   -  AJO NORTH (1990)
 DA0317
 DA0317                         *CURRENT SURVEY CONTROL
 DA0317  ___________________________________________________________________
 DA0317* NAD 83(1986)-  32 23 02.     (N)    112 51 37.     (W)     SCALED    
 DA0317* NAVD 88     -       522.649  (meters)    1714.72   (feet)  ADJUSTED  
 DA0317  ___________________________________________________________________
 DA0317  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0317  DYNAMIC HT  -         521.984 (meters)    1712.54  (feet)  COMP
 DA0317  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 DA0317
 DA0317  VERT ORDER  -  FIRST     CLASS II
 DA0317
 DA0317.The horizontal coordinates were scaled from a topographic map and have
 DA0317.an estimated accuracy of +/- 6 seconds.
 DA0317
 DA0317.The orthometric height was determined by differential leveling
 DA0317.and adjusted by the National Geodetic Survey in June 1991..
 DA0317
 DA0317.The geoid height was determined by GEOID03.
 DA0317
 DA0317.The dynamic height is computed by dividing the NAVD 88
 DA0317.geopotential number by the normal gravity value computed on the
 DA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0317.degrees latitude (g = 980.6199 gals.).
 DA0317
 DA0317.The modeled gravity was interpolated from observed gravity values.
 DA0317
 DA0317;                    North         East    Units  Estimated Accuracy
 DA0317;SPC AZ C     -   153,820.      124,580.      MT  (+/- 180 meters Scaled)
 DA0317
 DA0317                          SUPERSEDED SURVEY CONTROL
 DA0317
 DA0317  NGVD 29 (??/??/92)  521.958  (m)         1712.46   (f) ADJ UNCH    1 2
 DA0317
 DA0317.Superseded values are not recommended for survey control.
 DA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0317.See file dsdata.txt to determine how the superseded data were derived.
 DA0317
 DA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250845(NAD 83)
 DA0317_MARKER: DB = BENCH MARK DISK
 DA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0317_STAMPING: C 333 1953
 DA0317_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0317+STABILITY: SURFACE MOTION
 DA0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0317+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0317
 DA0317  HISTORY     - Date     Condition        Report By
 DA0317  HISTORY     - 1953     MONUMENTED       CGS
 DA0317  HISTORY     - 1980     GOOD             NGS
 DA0317  HISTORY     - 20060218 GOOD             USPSQD
 DA0317
 DA0317                          STATION DESCRIPTION
 DA0317
 DA0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0317'0.8 MI NW FROM AJO.
 DA0317'0.8 MILE NORTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0317'FROM THE STATION AT AJO, NEAR THE NORTHEAST EDGE OF AJO, 202 FEET
 DA0317'NORTH OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 49.3 FEET NORTHEAST
 DA0317'OF THE NORTHEAST RAIL, 40 FEET NORTHWEST OF THE CENTER OF A SMALL
 DA0317'WASH, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 DA0317'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0317'THE GROUND.
 DA0317
 DA0317                          STATION RECOVERY (1980)
 DA0317
 DA0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0317'1.4 KM (0.9 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0317'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.5 KM (0.3 MI)
 DA0317'SOUTHWEST OF A PAVED ROAD CROSSING, 0.2 KM (0.1 MI) SOUTHWEST OF
 DA0317'A ONE-STORY HOUSE, AT THE NORTHEAST EDGE OF TOWN, 61.6 METERS (202 FT)
 DA0317'NORTHEAST OF THE NORTHEAST CORNER OF A RAILWAY BRIDGE OVER A WASH,
 DA0317'14.9 METERS (49.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 12.2 METERS
 DA0317'(40.0 FT) NORTHWEST OF THE CENTERLINE OF A SMALL WASH.
 DA0317'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0317'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0317
 DA0317                          STATION RECOVERY (2006)
 DA0317
 DA0317'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0317'RECOVERED AS DESCRIBED. WITNESS POST SIGN MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0262 ***********************************************************************
 CG0262  DESIGNATION -  C 334
 CG0262  PID         -  CG0262
 CG0262  STATE/COUNTY-  AZ/PIMA
 CG0262  USGS QUAD   -  GREEN VALLEY (1981)
 CG0262
 CG0262                         *CURRENT SURVEY CONTROL
 CG0262  ___________________________________________________________________
 CG0262* NAD 83(1986)-  31 50 29.     (N)    110 58 44.     (W)     SCALED    
 CG0262* NAVD 88     -       872.45   (+/-2cm)    2862.4    (feet)  VERTCON   
 CG0262  ___________________________________________________________________
 CG0262  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0262
 CG0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0262
 CG0262.The horizontal coordinates were scaled from a topographic map and have
 CG0262.an estimated accuracy of +/- 6 seconds.
 CG0262
 CG0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0262.The vertical order pertains to the NGVD 29 superseded value.
 CG0262
 CG0262.The geoid height was determined by GEOID03.
 CG0262
 CG0262;                    North         East    Units  Estimated Accuracy
 CG0262;SPC AZ C     -    93,660.      302,120.      MT  (+/- 180 meters Scaled)
 CG0262
 CG0262                          SUPERSEDED SURVEY CONTROL
 CG0262
 CG0262  NGVD 29 (??/??/92)  871.702  (m)         2859.91   (f) ADJ UNCH    1 2
 CG0262
 CG0262.Superseded values are not recommended for survey control.
 CG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0262.See file dsdata.txt to determine how the superseded data were derived.
 CG0262
 CG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA019228(NAD 83)
 CG0262_MARKER: DB = BENCH MARK DISK
 CG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0262_STAMPING: C 334 1953
 CG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0262+STABILITY: SURFACE MOTION
 CG0262
 CG0262  HISTORY     - Date     Condition        Report By
 CG0262  HISTORY     - 1953     MONUMENTED       CGS
 CG0262
 CG0262                          STATION DESCRIPTION
 CG0262
 CG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0262'0.8 MI S FROM CONTINENTAL.
 CG0262'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0262'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 52 FEET SOUTHWEST OF
 CG0262'MILEPOLE 1011, 45 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF THE
 CG0262'CENTER LINE OF FORMER U. S. HIGHWAY 89, 1.7 FEET WEST OF A FENCE, 1.5
 CG0262'FEET NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND
 CG0262'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0262'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0195 ***********************************************************************
 CG0195  DESIGNATION -  C 335
 CG0195  PID         -  CG0195
 CG0195  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0195  USGS QUAD   -  RIO RICO (1981)
 CG0195
 CG0195                         *CURRENT SURVEY CONTROL
 CG0195  ___________________________________________________________________
 CG0195* NAD 83(1986)-  31 25 34.     (N)    110 57 31.     (W)     SCALED    
 CG0195* NAVD 88     -      1077.69   (+/-2cm)    3535.7    (feet)  VERTCON   
 CG0195  ___________________________________________________________________
 CG0195  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0195
 CG0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0195
 CG0195.The horizontal coordinates were scaled from a topographic map and have
 CG0195.an estimated accuracy of +/- 6 seconds.
 CG0195
 CG0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0195.The vertical order pertains to the NGVD 29 superseded value.
 CG0195
 CG0195.The geoid height was determined by GEOID03.
 CG0195
 CG0195;                    North         East    Units  Estimated Accuracy
 CG0195;SPC AZ C     -    47,640.      304,440.      MT  (+/- 180 meters Scaled)
 CG0195
 CG0195                          SUPERSEDED SURVEY CONTROL
 CG0195
 CG0195  NGVD 29 (??/??/92) 1076.831  (m)         3532.90   (f) ADJ UNCH    1 2
 CG0195
 CG0195.Superseded values are not recommended for survey control.
 CG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0195.See file dsdata.txt to determine how the superseded data were derived.
 CG0195
 CG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV039768(NAD 83)
 CG0195_MARKER: DB = BENCH MARK DISK
 CG0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0195_SP_SET: ABUTMENT
 CG0195_STAMPING: C 335 1954
 CG0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0195
 CG0195  HISTORY     - Date     Condition        Report By
 CG0195  HISTORY     - 1954     MONUMENTED       CGS
 CG0195
 CG0195                          STATION DESCRIPTION
 CG0195
 CG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0195'7.25 MI N FROM NOGALES.
 CG0195'7.25 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0195'STATION AT NOGALES, AT WOODEN BRIDGE 1042.56, IN THE TOP OF THE WEST
 CG0195'END OF THE SOUTH CONCRETE ABUTMENT, 5.5 FEET WEST OF THE WEST RAIL,
 CG0195'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0472 ***********************************************************************
 DA0472  DESIGNATION -  C 336
 DA0472  PID         -  DA0472
 DA0472  STATE/COUNTY-  AZ/PIMA
 DA0472  USGS QUAD   -  AJO NORTH (1990)
 DA0472
 DA0472                         *CURRENT SURVEY CONTROL
 DA0472  ___________________________________________________________________
 DA0472* NAD 83(1986)-  32 22 44.     (N)    112 47 49.     (W)     SCALED    
 DA0472* NAVD 88     -       482.53   (+/-2cm)    1583.1    (feet)  VERTCON   
 DA0472  ___________________________________________________________________
 DA0472  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0472
 DA0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0472
 DA0472.The horizontal coordinates were scaled from a topographic map and have
 DA0472.an estimated accuracy of +/- 6 seconds.
 DA0472
 DA0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0472.The vertical order pertains to the NGVD 29 superseded value.
 DA0472
 DA0472.The geoid height was determined by GEOID03.
 DA0472
 DA0472;                    North         East    Units  Estimated Accuracy
 DA0472;SPC AZ C     -   153,220.      130,530.      MT  (+/- 180 meters Scaled)
 DA0472
 DA0472                          SUPERSEDED SURVEY CONTROL
 DA0472
 DA0472  NGVD 29 (??/??/92)  481.844  (m)         1580.85   (f) ADJ UNCH    2 0
 DA0472
 DA0472.Superseded values are not recommended for survey control.
 DA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0472.See file dsdata.txt to determine how the superseded data were derived.
 DA0472
 DA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA309838(NAD 83)
 DA0472_MARKER: DB = BENCH MARK DISK
 DA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0472_STAMPING: C 336 1961
 DA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0472+STABILITY: SURFACE MOTION
 DA0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0472+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0472
 DA0472  HISTORY     - Date     Condition        Report By
 DA0472  HISTORY     - 1961     MONUMENTED       CGS
 DA0472  HISTORY     - 20060218 GOOD             USPSQD
 DA0472
 DA0472                          STATION DESCRIPTION
 DA0472
 DA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0472'4.35 MI E FROM AJO.
 DA0472'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0472'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0472'STATE HIGHWAY 85.  THENCE 2.8 MILES EAST ALONG A DIRT ROAD WHICH
 DA0472'FOLLOWS A PIPE LINE.  1.6 MILES EAST OF A STEEL FRAMED GATE ACROSS THE
 DA0472'DIRT ROAD, ABOUT 100 YARDS NORTHEAST OF THE CROSSING OF THE ROAD AND A
 DA0472'SANDY WASH, 104 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3
 DA0472'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0472'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DA0472
 DA0472                          STATION RECOVERY (2006)
 DA0472
 DA0472'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0472'RECOVERED AS DESCRIBED. WITNESS POST BROKEN OFF.  GPS N32.22.45.2
 DA0472'W112.47.49.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0233 ***********************************************************************
 DA0233  DESIGNATION -  C 337
 DA0233  PID         -  DA0233
 DA0233  STATE/COUNTY-  AZ/PIMA
 DA0233  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0233
 DA0233                         *CURRENT SURVEY CONTROL
 DA0233  ___________________________________________________________________
 DA0233* NAD 83(1986)-  32 28 26.     (N)    112 17 08.     (W)     SCALED    
 DA0233* NAVD 88     -       677.62   (+/-2cm)    2223.2    (feet)  VERTCON   
 DA0233  ___________________________________________________________________
 DA0233  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0233
 DA0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0233
 DA0233.The horizontal coordinates were scaled from a topographic map and have
 DA0233.an estimated accuracy of +/- 6 seconds.
 DA0233
 DA0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0233.The vertical order pertains to the NGVD 29 superseded value.
 DA0233
 DA0233.The geoid height was determined by GEOID03.
 DA0233
 DA0233;                    North         East    Units  Estimated Accuracy
 DA0233;SPC AZ C     -   163,470.      178,690.      MT  (+/- 180 meters Scaled)
 DA0233
 DA0233                          SUPERSEDED SURVEY CONTROL
 DA0233
 DA0233  NGVD 29 (??/??/92)  676.934  (m)         2220.91   (f) ADJ UNCH    2 0
 DA0233
 DA0233.Superseded values are not recommended for survey control.
 DA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0233.See file dsdata.txt to determine how the superseded data were derived.
 DA0233
 DA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA791936(NAD 83)
 DA0233_MARKER: DB = BENCH MARK DISK
 DA0233_SETTING: 80 = SET IN A BOULDER
 DA0233_SP_SET: BOULDER
 DA0233_STAMPING: C 337 1961
 DA0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0233+STABILITY: SURFACE MOTION
 DA0233
 DA0233  HISTORY     - Date     Condition        Report By
 DA0233  HISTORY     - 1961     MONUMENTED       CGS
 DA0233
 DA0233                          STATION DESCRIPTION
 DA0233
 DA0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0233'2.75 MI W FROM VENTANA.
 DA0233'ABOUT 2.75 MILES WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0233'VENTANA, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 2 FEET AND
 DA0233'IS LOCATED AT THE NORTH END OF A ROCKY RIDGE, 43 FEET SOUTHWEST OF THE
 DA0233'CENTER LINE OF THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0458 ***********************************************************************
 DA0458  DESIGNATION -  C 338
 DA0458  PID         -  DA0458
 DA0458  STATE/COUNTY-  AZ/PIMA
 DA0458  USGS QUAD   -  MOUNT AJO (1990)
 DA0458
 DA0458                         *CURRENT SURVEY CONTROL
 DA0458  ___________________________________________________________________
 DA0458* NAD 83(1986)-  32 07 01.     (N)    112 38 03.     (W)     SCALED    
 DA0458* NAVD 88     -       674.54   (+/-2cm)    2213.1    (feet)  VERTCON   
 DA0458  ___________________________________________________________________
 DA0458  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0458
 DA0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0458
 DA0458.The horizontal coordinates were scaled from a topographic map and have
 DA0458.an estimated accuracy of +/- 6 seconds.
 DA0458
 DA0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0458.The vertical order pertains to the NGVD 29 superseded value.
 DA0458
 DA0458.The geoid height was determined by GEOID03.
 DA0458
 DA0458;                    North         East    Units  Estimated Accuracy
 DA0458;SPC AZ C     -   124,060.      145,650.      MT  (+/- 180 meters Scaled)
 DA0458
 DA0458                          SUPERSEDED SURVEY CONTROL
 DA0458
 DA0458  NGVD 29 (??/??/92)  673.782  (m)         2210.57   (f) ADJ UNCH    2 0
 DA0458
 DA0458.Superseded values are not recommended for survey control.
 DA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0458.See file dsdata.txt to determine how the superseded data were derived.
 DA0458
 DA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA458545(NAD 83)
 DA0458_MARKER: DB = BENCH MARK DISK
 DA0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0458_STAMPING: C 338 1961
 DA0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0458+STABILITY: SURFACE MOTION
 DA0458
 DA0458  HISTORY     - Date     Condition        Report By
 DA0458  HISTORY     - 1961     MONUMENTED       CGS
 DA0458
 DA0458                          STATION DESCRIPTION
 DA0458
 DA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0458'24.55 MI SE FROM AJO.
 DA0458'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0458'RAILROAD FROM THE STATION AT AJO. THENCE 10.8 MILES SOUTHEAST ALONG
 DA0458'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0458'THENCE 8.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 56 FEET WEST OF
 DA0458'THE CENTER LINE OF THE ROAD, 130 FEET NORTH OF THE NORTH BANK OF A
 DA0458'SANDY WASH, 194 FEET WEST AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 DA0458'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0458'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0271 ***********************************************************************
 DA0271  DESIGNATION -  C 339
 DA0271  PID         -  DA0271
 DA0271  STATE/COUNTY-  AZ/PIMA
 DA0271  USGS QUAD   -  PISINIMO (1990)
 DA0271
 DA0271                         *CURRENT SURVEY CONTROL
 DA0271  ___________________________________________________________________
 DA0271* NAD 83(1986)-  32 00 32.     (N)    112 17 43.     (W)     SCALED    
 DA0271* NAVD 88     -       571.92   (+/-2cm)    1876.4    (feet)  VERTCON   
 DA0271  ___________________________________________________________________
 DA0271  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0271
 DA0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0271
 DA0271.The horizontal coordinates were scaled from a topographic map and have
 DA0271.an estimated accuracy of +/- 6 seconds.
 DA0271
 DA0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0271.The vertical order pertains to the NGVD 29 superseded value.
 DA0271
 DA0271.The geoid height was determined by GEOID03.
 DA0271
 DA0271;                    North         East    Units  Estimated Accuracy
 DA0271;SPC AZ C     -   111,920.      177,590.      MT  (+/- 180 meters Scaled)
 DA0271
 DA0271                          SUPERSEDED SURVEY CONTROL
 DA0271
 DA0271  NGVD 29 (??/??/92)  571.247  (m)         1874.17   (f) ADJ UNCH    2 0
 DA0271
 DA0271.Superseded values are not recommended for survey control.
 DA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0271.See file dsdata.txt to determine how the superseded data were derived.
 DA0271
 DA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA776421(NAD 83)
 DA0271_MARKER: DB = BENCH MARK DISK
 DA0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0271_STAMPING: C 339 1961
 DA0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0271+STABILITY: SURFACE MOTION
 DA0271
 DA0271  HISTORY     - Date     Condition        Report By
 DA0271  HISTORY     - 1961     MONUMENTED       CGS
 DA0271  HISTORY     - 1961     GOOD             NGS
 DA0271
 DA0271                          STATION DESCRIPTION
 DA0271
 DA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0271'2.35 MI SE FROM PISINIMO.
 DA0271'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0271'PISINIMO, AN INDIAN VILLAGE.  THENCE 2.0 MILES SOUTHEAST ALONG A TRAIL
 DA0271'ROAD.  ABOUT 150 FEET SOUTHEAST OF A WASH, 42 FEET NORTHEAST OF THE
 DA0271'CENTER LINE OF THE TRAIL ROAD, 1.6 FEET NORTHWEST OF A METAL WITNESS
 DA0271'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0271'PROJECTING 7 INCHES.  NOTE-- THIS MARK IS 1.35 MILES SOUTHEAST OF A
 DA0271'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0271'NUMBERED 59.
 DA0271
 DA0271                          STATION RECOVERY (1961)
 DA0271
 DA0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DA0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0319 ***********************************************************************
 FP0319  DESIGNATION -  C 34
 FP0319  PID         -  FP0319
 FP0319  STATE/COUNTY-  AZ/APACHE
 FP0319  USGS QUAD   -  GANADO (1973)
 FP0319
 FP0319                         *CURRENT SURVEY CONTROL
 FP0319  ___________________________________________________________________
 FP0319* NAD 83(1986)-  35 42 33.     (N)    109 33 29.     (W)     SCALED    
 FP0319* NAVD 88     -      1931.166  (meters)    6335.83   (feet)  ADJUSTED  
 FP0319  ___________________________________________________________________
 FP0319  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0319  DYNAMIC HT  -        1928.535 (meters)    6327.20  (feet)  COMP
 FP0319  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 FP0319
 FP0319  VERT ORDER  -  FIRST     CLASS II
 FP0319
 FP0319.The horizontal coordinates were scaled from a topographic map and have
 FP0319.an estimated accuracy of +/- 6 seconds.
 FP0319
 FP0319.The orthometric height was determined by differential leveling
 FP0319.and adjusted by the National Geodetic Survey in June 1991..
 FP0319
 FP0319.The geoid height was determined by GEOID03.
 FP0319
 FP0319.The dynamic height is computed by dividing the NAVD 88
 FP0319.geopotential number by the normal gravity value computed on the
 FP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0319.degrees latitude (g = 980.6199 gals.).
 FP0319
 FP0319.The modeled gravity was interpolated from observed gravity values.
 FP0319
 FP0319;                    North         East    Units  Estimated Accuracy
 FP0319;SPC AZ E     -   522,420.      268,430.      MT  (+/- 180 meters Scaled)
 FP0319
 FP0319                          SUPERSEDED SURVEY CONTROL
 FP0319
 FP0319  NGVD 29 (??/??/92) 1930.201  (m)         6332.67   (f) ADJ UNCH    1 2
 FP0319
 FP0319.Superseded values are not recommended for survey control.
 FP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0319.See file dsdata.txt to determine how the superseded data were derived.
 FP0319
 FP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE304526(NAD 83)
 FP0319_MARKER: DB = BENCH MARK DISK
 FP0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0319_SP_SET: SANDSTONE WALL
 FP0319_STAMPING: 6332.668 C 34 1933
 FP0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0319
 FP0319  HISTORY     - Date     Condition        Report By
 FP0319  HISTORY     - 1933     MONUMENTED       CGS
 FP0319  HISTORY     - 1973     GOOD             USGS
 FP0319
 FP0319                          STATION DESCRIPTION
 FP0319
 FP0319'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0319'IN GANADO.
 FP0319'AT GANADO, APACHE COUNTY, 100 FEET EAST OF THE HUBBELL TRADING POST
 FP0319'(NATIONAL HISTORIC SITE), AT THE SOUTHWEST CORNER OF THE DAY CARE
 FP0319'CENTER BUILDING, IN THE SANDSTONE WALL, AND 4 FEET ABOVE THE GROUND. A
 FP0319'STANDARD DISK, STAMPED 6332.668 C 34 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0122 ***********************************************************************
 FR0122  DESIGNATION -  C 340
 FR0122  PID         -  FR0122
 FR0122  STATE/COUNTY-  AZ/COCONINO
 FR0122  USGS QUAD   -  ASH FORK (1979)
 FR0122
 FR0122                         *CURRENT SURVEY CONTROL
 FR0122  ___________________________________________________________________
 FR0122* NAD 83(1986)-  35 12 50.     (N)    112 24 41.     (W)     SCALED    
 FR0122* NAVD 88     -      1640.624  (meters)    5382.61   (feet)  ADJUSTED  
 FR0122  ___________________________________________________________________
 FR0122  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FR0122  DYNAMIC HT  -        1638.425 (meters)    5375.40  (feet)  COMP
 FR0122  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 FR0122
 FR0122  VERT ORDER  -  FIRST     CLASS II
 FR0122
 FR0122.The horizontal coordinates were scaled from a topographic map and have
 FR0122.an estimated accuracy of +/- 6 seconds.
 FR0122
 FR0122.The orthometric height was determined by differential leveling
 FR0122.and adjusted by the National Geodetic Survey in June 1991..
 FR0122.WARNING-Repeat measurements at this control monument indicate possible
 FR0122.vertical movement.
 FR0122
 FR0122.The geoid height was determined by GEOID03.
 FR0122
 FR0122.The dynamic height is computed by dividing the NAVD 88
 FR0122.geopotential number by the normal gravity value computed on the
 FR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0122.degrees latitude (g = 980.6199 gals.).
 FR0122
 FR0122.The modeled gravity was interpolated from observed gravity values.
 FR0122
 FR0122;                    North         East    Units  Estimated Accuracy
 FR0122;SPC AZ C     -   467,410.      168,320.      MT  (+/- 180 meters Scaled)
 FR0122
 FR0122                          SUPERSEDED SURVEY CONTROL
 FR0122
 FR0122  NGVD 29 (??/??/92) 1639.705  (m)         5379.60   (f) ADJ UNCH    1 2
 FR0122
 FR0122.Superseded values are not recommended for survey control.
 FR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0122.See file dsdata.txt to determine how the superseded data were derived.
 FR0122
 FR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD715976(NAD 83)
 FR0122_MARKER: DB = BENCH MARK DISK
 FR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0122_STAMPING: C 340 1958
 FR0122_MARK LOGO: CGS   
 FR0122_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0122+STABILITY: SURFACE MOTION
 FR0122
 FR0122  HISTORY     - Date     Condition        Report By
 FR0122  HISTORY     - 1958     MONUMENTED       CGS
 FR0122  HISTORY     - 1974     GOOD             USGS
 FR0122  HISTORY     - 1982     GOOD             NGS
 FR0122
 FR0122                          STATION DESCRIPTION
 FR0122
 FR0122'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0122'6.1 MI E FROM ASH FORK.
 FR0122'4.2 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0122'POST OFFICE IN ASH FORK, 100 FT. NORTH OF AND 4.0 FT. LOWER THAN THE
 FR0122'CENTERLINE OF THE WEST BOUND LANE, 1.5 FT. SOUTH OF A FENCE, 1.5 FT.
 FR0122'WEST OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST THAT
 FR0122'PROJECTS 6 INCHES, A STANDARD C AND GS TABLET STAMPED C 340 1958.
 FR0122
 FR0122                          STATION RECOVERY (1982)
 FR0122
 FR0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0122'6.1 KM (3.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0122'US HIGHWAY 89 IN ASH FORK, 1.1 KM (0.7 MI) EAST OF THE MONTE CARLO
 FR0122'INTERCHANGE, ON THE INSIDE OF A CURVE NEAR THE BOTTOM OF A GRADE, 35
 FR0122'METERS (115 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0122'LANES, 0.3 METER (1.5 FT) SOUTH OF A FENCE. 0.2 KM (0.15 MI) WEST OF
 FR0122'MILEPOST 150.
 FR0122'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FR0122'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0010 ***********************************************************************
 CH0010  DESIGNATION -  C 340
 CH0010  PID         -  CH0010
 CH0010  STATE/COUNTY-  AZ/PIMA
 CH0010  USGS QUAD   -  BAILEY PEAK (1988)
 CH0010
 CH0010                         *CURRENT SURVEY CONTROL
 CH0010  ___________________________________________________________________
 CH0010* NAD 83(1986)-  31 47 48.     (N)    112 23 56.     (W)     SCALED    
 CH0010* NAVD 88     -       517.41   (+/-2cm)    1697.5    (feet)  VERTCON   
 CH0010  ___________________________________________________________________
 CH0010  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CH0010
 CH0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0010
 CH0010.The horizontal coordinates were scaled from a topographic map and have
 CH0010.an estimated accuracy of +/- 6 seconds.
 CH0010
 CH0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0010.The vertical order pertains to the NGVD 29 superseded value.
 CH0010
 CH0010.The geoid height was determined by GEOID03.
 CH0010
 CH0010;                    North         East    Units  Estimated Accuracy
 CH0010;SPC AZ C     -    88,420.      167,700.      MT  (+/- 180 meters Scaled)
 CH0010
 CH0010                          SUPERSEDED SURVEY CONTROL
 CH0010
 CH0010  NGVD 29 (??/??/92)  516.715  (m)         1695.26   (f) ADJ UNCH    2 0
 CH0010
 CH0010.Superseded values are not recommended for survey control.
 CH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0010.See file dsdata.txt to determine how the superseded data were derived.
 CH0010
 CH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA675187(NAD 83)
 CH0010_MARKER: DB = BENCH MARK DISK
 CH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0010_STAMPING: C 340 1961
 CH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0010+STABILITY: SURFACE MOTION
 CH0010
 CH0010  HISTORY     - Date     Condition        Report By
 CH0010  HISTORY     - 1961     MONUMENTED       CGS
 CH0010
 CH0010                          STATION DESCRIPTION
 CH0010
 CH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0010'7.95 MI W FROM PAPAGO FARMS.
 CH0010'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0010'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0010'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0010'ROAD.  THENCE 1.45 MILE WEST ALONG A TRAIL ROAD TO A NORTH-SOUTH
 CH0010'FENCE.  THENCE 0.2 MILE NORTH ALONG THE EAST SIDE OF THE FENCE TO A
 CH0010'GATE.  0.2 MILE NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0010'PROJECTS 16 FEET AND IS NUMBERED 57, 32 FEET WEST OF THE CENTER LINE
 CH0010'OF THE ROAD, 87 FEET SOUTH OF THE CENTER OF A GATE, 1 1/2 FEET EAST OF
 CH0010'A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0010'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0152 ***********************************************************************
 FR0152  DESIGNATION -  C 341
 FR0152  PID         -  FR0152
 FR0152  STATE/COUNTY-  AZ/COCONINO
 FR0152  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0152
 FR0152                         *CURRENT SURVEY CONTROL
 FR0152  ___________________________________________________________________
 FR0152* NAD 83(1986)-  35 15 29.     (N)    112 07 14.     (W)     SCALED    
 FR0152* NAVD 88     -      2110.850  (meters)    6925.35   (feet)  ADJUSTED  
 FR0152  ___________________________________________________________________
 FR0152  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0152  DYNAMIC HT  -        2107.865 (meters)    6915.55  (feet)  COMP
 FR0152  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 FR0152
 FR0152  VERT ORDER  -  SECOND    CLASS 0
 FR0152
 FR0152.The horizontal coordinates were scaled from a topographic map and have
 FR0152.an estimated accuracy of +/- 6 seconds.
 FR0152
 FR0152.The orthometric height was determined by differential leveling
 FR0152.and adjusted by the National Geodetic Survey in June 1991..
 FR0152
 FR0152.The geoid height was determined by GEOID03.
 FR0152
 FR0152.The dynamic height is computed by dividing the NAVD 88
 FR0152.geopotential number by the normal gravity value computed on the
 FR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0152.degrees latitude (g = 980.6199 gals.).
 FR0152
 FR0152.The modeled gravity was interpolated from observed gravity values.
 FR0152
 FR0152;                    North         East    Units  Estimated Accuracy
 FR0152;SPC AZ C     -   472,220.      194,810.      MT  (+/- 180 meters Scaled)
 FR0152
 FR0152                          SUPERSEDED SURVEY CONTROL
 FR0152
 FR0152  NGVD 29 (??/??/92) 2109.842  (m)         6922.04   (f) ADJ UNCH    2 0
 FR0152
 FR0152.Superseded values are not recommended for survey control.
 FR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0152.See file dsdata.txt to determine how the superseded data were derived.
 FR0152
 FR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE980022(NAD 83)
 FR0152_MARKER: DB = BENCH MARK DISK
 FR0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0152_SP_SET: BRIDGE
 FR0152_STAMPING: C 341 1958
 FR0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0152
 FR0152  HISTORY     - Date     Condition        Report By
 FR0152  HISTORY     - 1958     MONUMENTED       CGS
 FR0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0152
 FR0152                          STATION DESCRIPTION
 FR0152
 FR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0152'3.4 MI E FROM WILLIAMS.
 FR0152'3.9 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0152'WILLIAMS, 0.1 MILE EAST OF A GRAVEL ROAD LEADING SOUTH, CEMENTED IN
 FR0152'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE AT MILEPOST
 FR0152'NUMBER 187.
 FR0152
 FR0152                          STATION RECOVERY (1982)
 FR0152
 FR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0152'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0014 ***********************************************************************
 CH0014  DESIGNATION -  C 341
 CH0014  PID         -  CH0014
 CH0014  STATE/COUNTY-  AZ/PIMA
 CH0014  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0014
 CH0014                         *CURRENT SURVEY CONTROL
 CH0014  ___________________________________________________________________
 CH0014* NAD 83(1986)-  31 48 30.     (N)    112 20 28.     (W)     SCALED    
 CH0014* NAVD 88     -       531.70   (+/-2cm)    1744.4    (feet)  VERTCON   
 CH0014  ___________________________________________________________________
 CH0014  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CH0014
 CH0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0014
 CH0014.The horizontal coordinates were scaled from a topographic map and have
 CH0014.an estimated accuracy of +/- 6 seconds.
 CH0014
 CH0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0014.The vertical order pertains to the NGVD 29 superseded value.
 CH0014
 CH0014.The geoid height was determined by GEOID03.
 CH0014
 CH0014;                    North         East    Units  Estimated Accuracy
 CH0014;SPC AZ C     -    89,700.      173,170.      MT  (+/- 180 meters Scaled)
 CH0014
 CH0014                          SUPERSEDED SURVEY CONTROL
 CH0014
 CH0014  NGVD 29 (??/??/92)  531.007  (m)         1742.15   (f) ADJ UNCH    2 0
 CH0014
 CH0014.Superseded values are not recommended for survey control.
 CH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0014.See file dsdata.txt to determine how the superseded data were derived.
 CH0014
 CH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA730199(NAD 83)
 CH0014_MARKER: DB = BENCH MARK DISK
 CH0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0014_SP_SET: 15 FT.
 CH0014_STAMPING: C 341 1961
 CH0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0014
 CH0014  HISTORY     - Date     Condition        Report By
 CH0014  HISTORY     - 1961     MONUMENTED       CGS
 CH0014
 CH0014                          STATION DESCRIPTION
 CH0014
 CH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0014'3.85 MI W FROM PAPAGO FARMS.
 CH0014'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0014'PAPAGO FARMS. THENCE 2.25 MILES WEST ALONG A TRAIL ROAD. 2.0 MILES
 CH0014'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANK, 0.45 MILE
 CH0014'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0014'FEET AND IS NUMBERED 58, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CH0014'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CH0014'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CH0014'DEPTH OF 15 FEET AND ENCASED IN A 6-INCH METAL PIPE FILLED WITH
 CH0014'CONCRETE AND WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0210 ***********************************************************************
 FQ0210  DESIGNATION -  C 342
 FQ0210  PID         -  FQ0210
 FQ0210  STATE/COUNTY-  AZ/COCONINO
 FQ0210  USGS QUAD   -  ANDERSON CANYON (1983)
 FQ0210
 FQ0210                         *CURRENT SURVEY CONTROL
 FQ0210  ___________________________________________________________________
 FQ0210* NAD 83(1986)-  35 07 11.     (N)    111 09 16.     (W)     SCALED    
 FQ0210* NAVD 88     -      1713.368  (meters)    5621.27   (feet)  ADJUSTED  
 FQ0210  ___________________________________________________________________
 FQ0210  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0210  DYNAMIC HT  -        1711.032 (meters)    5613.61  (feet)  COMP
 FQ0210  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 FQ0210
 FQ0210  VERT ORDER  -  FIRST     CLASS II
 FQ0210
 FQ0210.The horizontal coordinates were scaled from a topographic map and have
 FQ0210.an estimated accuracy of +/- 6 seconds.
 FQ0210
 FQ0210.The orthometric height was determined by differential leveling
 FQ0210.and adjusted by the National Geodetic Survey in June 1991..
 FQ0210
 FQ0210.The geoid height was determined by GEOID03.
 FQ0210
 FQ0210.The dynamic height is computed by dividing the NAVD 88
 FQ0210.geopotential number by the normal gravity value computed on the
 FQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0210.degrees latitude (g = 980.6199 gals.).
 FQ0210
 FQ0210.The modeled gravity was interpolated from observed gravity values.
 FQ0210
 FQ0210;                    North         East    Units  Estimated Accuracy
 FQ0210;SPC AZ C     -   457,120.      282,830.      MT  (+/- 180 meters Scaled)
 FQ0210
 FQ0210                          SUPERSEDED SURVEY CONTROL
 FQ0210
 FQ0210  NGVD 29 (??/??/92) 1712.468  (m)         5618.32   (f) ADJ UNCH    1 2
 FQ0210
 FQ0210.Superseded values are not recommended for survey control.
 FQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0210.See file dsdata.txt to determine how the superseded data were derived.
 FQ0210
 FQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD859863(NAD 83)
 FQ0210_MARKER: DB = BENCH MARK DISK
 FQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0210_STAMPING: C 342 1958
 FQ0210_MARK LOGO: CGS   
 FQ0210_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0210+STABILITY: SURFACE MOTION
 FQ0210
 FQ0210  HISTORY     - Date     Condition        Report By
 FQ0210  HISTORY     - 1958     MONUMENTED       CGS
 FQ0210  HISTORY     - 1983     GOOD             NGS
 FQ0210
 FQ0210                          STATION DESCRIPTION
 FQ0210
 FQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0210'27.5 MI W FROM WINSLOW.
 FQ0210'27.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0210'160 FEET SOUTH OF THE HIGHWAY, 9 FEET SOUTH OF THE FENCE, 10 FEET
 FQ0210'SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 FQ0210'POST THAT PROJECTS 10 INCHES
 FQ0210
 FQ0210                          STATION RECOVERY (1983)
 FQ0210
 FQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0210'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.6 KM (27.1
 FQ0210'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0210'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) WEST OF MILEPOST 227, 46.0
 FQ0210'METERS (150.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0210'THE HIGHWAY AND 3.1 METERS (10.2 FT) SOUTH OF A FENCE.
 FQ0210'THE MARK IS 3.0 METERS  S FROM A WITNESS POST.
 FQ0210'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0028 ***********************************************************************
 CH0028  DESIGNATION -  C 342
 CH0028  PID         -  CH0028
 CH0028  STATE/COUNTY-  AZ/PIMA
 CH0028  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0028
 CH0028                         *CURRENT SURVEY CONTROL
 CH0028  ___________________________________________________________________
 CH0028* NAD 83(1986)-  31 47 40.     (N)    112 08 46.     (W)     SCALED    
 CH0028* NAVD 88     -       591.04   (+/-2cm)    1939.1    (feet)  VERTCON   
 CH0028  ___________________________________________________________________
 CH0028  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 CH0028
 CH0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0028
 CH0028.The horizontal coordinates were scaled from a topographic map and have
 CH0028.an estimated accuracy of +/- 6 seconds.
 CH0028
 CH0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0028.The vertical order pertains to the NGVD 29 superseded value.
 CH0028
 CH0028.The geoid height was determined by GEOID03.
 CH0028
 CH0028;                    North         East    Units  Estimated Accuracy
 CH0028;SPC AZ C     -    88,100.      191,630.      MT  (+/- 180 meters Scaled)
 CH0028
 CH0028                          SUPERSEDED SURVEY CONTROL
 CH0028
 CH0028  NGVD 29 (??/??/92)  590.354  (m)         1936.85   (f) ADJ UNCH    2 0
 CH0028
 CH0028.Superseded values are not recommended for survey control.
 CH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0028.See file dsdata.txt to determine how the superseded data were derived.
 CH0028
 CH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA915182(NAD 83)
 CH0028_MARKER: DB = BENCH MARK DISK
 CH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0028_STAMPING: C 342 1961
 CH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0028+STABILITY: SURFACE MOTION
 CH0028
 CH0028  HISTORY     - Date     Condition        Report By
 CH0028  HISTORY     - 1961     MONUMENTED       CGS
 CH0028
 CH0028                          STATION DESCRIPTION
 CH0028
 CH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0028'4.8 MI SE FROM KOTS KUG.
 CH0028'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0028'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0028'EAST ALONG A GRADED DIRT ROAD.  THENCE 1.95 MILES SOUTHEAST ALONG A
 CH0028'TRAIL ROAD, 1.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0028'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 21 FEET SOUTH OF THE
 CH0028'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 CH0028'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CH0028'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0236 ***********************************************************************
 ET0236  DESIGNATION -  C 343
 ET0236  PID         -  ET0236
 ET0236  STATE/COUNTY-  AZ/YAVAPAI
 ET0236  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0236
 ET0236                         *CURRENT SURVEY CONTROL
 ET0236  ___________________________________________________________________
 ET0236* NAD 83(1986)-  34 15 29.     (N)    112 07 01.     (W)     SCALED    
 ET0236* NAVD 88     -      1040.36   (+/-2cm)    3413.2    (feet)  VERTCON   
 ET0236  ___________________________________________________________________
 ET0236  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 ET0236
 ET0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0236
 ET0236.The horizontal coordinates were scaled from a topographic map and have
 ET0236.an estimated accuracy of +/- 6 seconds.
 ET0236
 ET0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0236.The vertical order pertains to the NGVD 29 superseded value.
 ET0236
 ET0236.The geoid height was determined by GEOID03.
 ET0236
 ET0236;                    North         East    Units  Estimated Accuracy
 ET0236;SPC AZ C     -   361,290.      194,920.      MT  (+/- 180 meters Scaled)
 ET0236
 ET0236                          SUPERSEDED SURVEY CONTROL
 ET0236
 ET0236  NGVD 29 (??/??/92) 1039.707  (m)         3411.11   (f) ADJ UNCH    2 0
 ET0236
 ET0236.Superseded values are not recommended for survey control.
 ET0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0236.See file dsdata.txt to determine how the superseded data were derived.
 ET0236
 ET0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC971913(NAD 83)
 ET0236_MARKER: DB = BENCH MARK DISK
 ET0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0236_STAMPING: C 343 1958
 ET0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0236+STABILITY: SURFACE MOTION
 ET0236
 ET0236  HISTORY     - Date     Condition        Report By
 ET0236  HISTORY     - 1958     MONUMENTED       CGS
 ET0236  HISTORY     - 1959     GOOD             NGS
 ET0236
 ET0236                          STATION DESCRIPTION
 ET0236
 ET0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0236'14.7 MI N FROM BLACK CANYON.
 ET0236'14.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0236'CANYON, 0.5 MILE SOUTH OF MILEPOST NUMBER 258, 94 FEET WEST OF THE
 ET0236'FENCE, 43 FEET WEST OF THE CENTER OF A TRACK ROAD, 13.8 FEET NORTH OF
 ET0236'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ET0236'THAT PROJECT 4 INCHES, SET ON THE NORTH SLOPE OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0911 ***********************************************************************
 DA0911  DESIGNATION -  C 344
 DA0911  PID         -  DA0911
 DA0911  STATE/COUNTY-  AZ/PIMA
 DA0911  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0911
 DA0911                         *CURRENT SURVEY CONTROL
 DA0911  ___________________________________________________________________
 DA0911* NAD 83(1986)-  32 05 33.     (N)    113 12 50.     (W)     SCALED    
 DA0911* NAVD 88     -       333.67   (+/-2cm)    1094.7    (feet)  VERTCON   
 DA0911  ___________________________________________________________________
 DA0911  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA0911
 DA0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0911
 DA0911.The horizontal coordinates were scaled from a topographic map and have
 DA0911.an estimated accuracy of +/- 6 seconds.
 DA0911
 DA0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0911.The vertical order pertains to the NGVD 29 superseded value.
 DA0911
 DA0911.The geoid height was determined by GEOID03.
 DA0911
 DA0911;                    North         East    Units  Estimated Accuracy
 DA0911;SPC AZ C     -   121,860.       90,910.      MT  (+/- 180 meters Scaled)
 DA0911
 DA0911                          SUPERSEDED SURVEY CONTROL
 DA0911
 DA0911  NGVD 29 (??/??/92)  332.980  (m)         1092.45   (f) ADJ UNCH    2 0
 DA0911
 DA0911.Superseded values are not recommended for survey control.
 DA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0911.See file dsdata.txt to determine how the superseded data were derived.
 DA0911
 DA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA910528(NAD 83)
 DA0911_MARKER: DB = BENCH MARK DISK
 DA0911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0911_SP_SET: 9 1/2 FT.
 DA0911_STAMPING: C 344 1961
 DA0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0911
 DA0911  HISTORY     - Date     Condition        Report By
 DA0911  HISTORY     - 1961     MONUMENTED       CGS
 DA0911  HISTORY     - 1962     GOOD             NGS
 DA0911
 DA0911                          STATION DESCRIPTION
 DA0911
 DA0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0911'36.9 MI SW FROM AJO.
 DA0911'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0911'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0911'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0911'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0911'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0911'ALONG A TRAIL ROAD.  THENCE 3.0 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0911'ROAD, 0.7 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0911'WHICH PROJECTS 16 FEET AND IS NUMBERED 53, 3.0 MILE SOUTHWEST OF A
 DA0911'PAPAGO WELL SIGN, 36 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0911'ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0911'TRAIL ROAD, CLAMPED ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO
 DA0911'A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 DA0911'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0205 ***********************************************************************
 ET0205  DESIGNATION -  C 344
 ET0205  PID         -  ET0205
 ET0205  STATE/COUNTY-  AZ/YAVAPAI
 ET0205  USGS QUAD   -  ESTLER PEAK (1974)
 ET0205
 ET0205                         *CURRENT SURVEY CONTROL
 ET0205  ___________________________________________________________________
 ET0205* NAD 83(1986)-  34 28 24.     (N)    112 01 18.     (W)     SCALED    
 ET0205* NAVD 88     -      1341.57   (+/-2cm)    4401.5    (feet)  VERTCON   
 ET0205  ___________________________________________________________________
 ET0205  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0205
 ET0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0205
 ET0205.The horizontal coordinates were scaled from a topographic map and have
 ET0205.an estimated accuracy of +/- 6 seconds.
 ET0205
 ET0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0205.The vertical order pertains to the NGVD 29 superseded value.
 ET0205
 ET0205.The geoid height was determined by GEOID03.
 ET0205
 ET0205;                    North         East    Units  Estimated Accuracy
 ET0205;SPC AZ C     -   385,160.      203,720.      MT  (+/- 180 meters Scaled)
 ET0205
 ET0205                          SUPERSEDED SURVEY CONTROL
 ET0205
 ET0205  NGVD 29 (??/??/92) 1340.793  (m)         4398.92   (f) ADJ UNCH    2 0
 ET0205
 ET0205.Superseded values are not recommended for survey control.
 ET0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0205.See file dsdata.txt to determine how the superseded data were derived.
 ET0205
 ET0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD061151(NAD 83)
 ET0205_MARKER: DB = BENCH MARK DISK
 ET0205_SETTING: 80 = SET IN A BOULDER
 ET0205_SP_SET: BOULDER
 ET0205_STAMPING: C 344 1959
 ET0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0205+STABILITY: SURFACE MOTION
 ET0205
 ET0205  HISTORY     - Date     Condition        Report By
 ET0205  HISTORY     - 1959     MONUMENTED       CGS
 ET0205
 ET0205                          STATION DESCRIPTION
 ET0205
 ET0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0205'13.6 MI SW FROM CAMP VERDE.
 ET0205'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0205'OFFICE IN CAMP VERDE, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0205'0.05 MILE NORTH OF MILEPOST 275, 134 FEET EAST OF THE CENTER OF THE
 ET0205'HIGHWAY, 33 FEET EAST OF THE FENCE, 5.5 FEET NORTHWEST OF THE WITNESS
 ET0205'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES,
 ET0205'THIS MARK IS SET ON A SMALL BOULDER COVERED KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0887 ***********************************************************************
 DA0887  DESIGNATION -  C 345
 DA0887  PID         -  DA0887
 DA0887  STATE/COUNTY-  AZ/PIMA
 DA0887  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0887
 DA0887                         *CURRENT SURVEY CONTROL
 DA0887  ___________________________________________________________________
 DA0887* NAD 83(1986)-  32 11 19.     (N)    113 03 11.     (W)     SCALED    
 DA0887* NAVD 88     -       342.94   (+/-2cm)    1125.1    (feet)  VERTCON   
 DA0887  ___________________________________________________________________
 DA0887  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DA0887
 DA0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0887
 DA0887.The horizontal coordinates were scaled from a topographic map and have
 DA0887.an estimated accuracy of +/- 6 seconds.
 DA0887
 DA0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0887.The vertical order pertains to the NGVD 29 superseded value.
 DA0887
 DA0887.The geoid height was determined by GEOID03.
 DA0887
 DA0887;                    North         East    Units  Estimated Accuracy
 DA0887;SPC AZ C     -   132,350.      106,210.      MT  (+/- 180 meters Scaled)
 DA0887
 DA0887                          SUPERSEDED SURVEY CONTROL
 DA0887
 DA0887  NGVD 29 (??/??/92)  342.256  (m)         1122.88   (f) ADJ UNCH    2 0
 DA0887
 DA0887.Superseded values are not recommended for survey control.
 DA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0887.See file dsdata.txt to determine how the superseded data were derived.
 DA0887
 DA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA064631(NAD 83)
 DA0887_MARKER: DB = BENCH MARK DISK
 DA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0887_STAMPING: C 345 1961
 DA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0887+STABILITY: SURFACE MOTION
 DA0887
 DA0887  HISTORY     - Date     Condition        Report By
 DA0887  HISTORY     - 1961     MONUMENTED       CGS
 DA0887  HISTORY     - 1962     GOOD             NGS
 DA0887
 DA0887                          STATION DESCRIPTION
 DA0887
 DA0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0887'26.95 MI SW FROM AJO.
 DA0887'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0887'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0887'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0887'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0887'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0887'ALONG A TRAIL ROAD.  THENCE 3.3 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0887'1.05 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0887'PROJECTS 16 FEET AND IS NUMBERED 48, ABOUT 0.7 MILE SOUTHWEST OF THE
 DA0887'NORTHWEST END OF A SMALL MOUNTAIN, 29 FEET SOUTHWEST OF THE CENTER
 DA0887'LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DA0887'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0887'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0339 ***********************************************************************
 FQ0339  DESIGNATION -  C 345
 FQ0339  PID         -  FQ0339
 FQ0339  STATE/COUNTY-  AZ/COCONINO
 FQ0339  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0339
 FQ0339                         *CURRENT SURVEY CONTROL
 FQ0339  ___________________________________________________________________
 FQ0339* NAD 83(1986)-  35 05 04.     (N)    111 41 16.     (W)     SCALED    
 FQ0339* NAVD 88     -      2068.520  (meters)    6786.47   (feet)  ADJUSTED  
 FQ0339  ___________________________________________________________________
 FQ0339  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0339  DYNAMIC HT  -        2065.594 (meters)    6776.87  (feet)  COMP
 FQ0339  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FQ0339
 FQ0339  VERT ORDER  -  SECOND    CLASS 0
 FQ0339
 FQ0339.The horizontal coordinates were scaled from a topographic map and have
 FQ0339.an estimated accuracy of +/- 6 seconds.
 FQ0339
 FQ0339.The orthometric height was determined by differential leveling
 FQ0339.and adjusted by the National Geodetic Survey in June 1991..
 FQ0339
 FQ0339.The geoid height was determined by GEOID03.
 FQ0339
 FQ0339.The dynamic height is computed by dividing the NAVD 88
 FQ0339.geopotential number by the normal gravity value computed on the
 FQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0339.degrees latitude (g = 980.6199 gals.).
 FQ0339
 FQ0339.The modeled gravity was interpolated from observed gravity values.
 FQ0339
 FQ0339;                    North         East    Units  Estimated Accuracy
 FQ0339;SPC AZ C     -   452,970.      234,230.      MT  (+/- 180 meters Scaled)
 FQ0339
 FQ0339                          SUPERSEDED SURVEY CONTROL
 FQ0339
 FQ0339  NGVD 29 (??/??/92) 2067.525  (m)         6783.20   (f) ADJ UNCH    2 0
 FQ0339
 FQ0339.Superseded values are not recommended for survey control.
 FQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0339.See file dsdata.txt to determine how the superseded data were derived.
 FQ0339
 FQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD373826(NAD 83)
 FQ0339_MARKER: DB = BENCH MARK DISK
 FQ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0339_SP_SET: BRDIGE
 FQ0339_STAMPING: C 345 1959
 FQ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0339
 FQ0339  HISTORY     - Date     Condition        Report By
 FQ0339  HISTORY     - 1959     MONUMENTED       CGS
 FQ0339
 FQ0339                          STATION DESCRIPTION
 FQ0339
 FQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0339'9.5 MI SW FROM FLAGSTAFF.
 FQ0339'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0339'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0339'THENCE 6.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.3 MILE
 FQ0339'NORTH OF A LARGE ROCK CUT, ABOUT 0.8 MILE SOUTH OF BENCH MARK B 345,
 FQ0339'49 FEET WEST OF THE CENTER OF THE SOUTH-BOUND LANE, 7.5 FEET SOUTH OF
 FQ0339'THE WITNESS POST, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 12
 FQ0339'FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0862 ***********************************************************************
 DA0862  DESIGNATION -  C 346
 DA0862  PID         -  DA0862
 DA0862  STATE/COUNTY-  AZ/PIMA
 DA0862  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0862
 DA0862                         *CURRENT SURVEY CONTROL
 DA0862  ___________________________________________________________________
 DA0862* NAD 83(1986)-  32 28 05.     (N)    113 13 41.     (W)     SCALED    
 DA0862* NAVD 88     -       214.42   (+/-2cm)     703.5    (feet)  VERTCON   
 DA0862  ___________________________________________________________________
 DA0862  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0862
 DA0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0862
 DA0862.The horizontal coordinates were scaled from a topographic map and have
 DA0862.an estimated accuracy of +/- 6 seconds.
 DA0862
 DA0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0862.The vertical order pertains to the NGVD 29 superseded value.
 DA0862
 DA0862.The geoid height was determined by GEOID03.
 DA0862
 DA0862;                    North         East    Units  Estimated Accuracy
 DA0862;SPC AZ C     -   163,520.       90,080.      MT  (+/- 180 meters Scaled)
 DA0862
 DA0862                          SUPERSEDED SURVEY CONTROL
 DA0862
 DA0862  NGVD 29 (??/??/92)  213.781  (m)          701.38   (f) ADJ UNCH    2 0
 DA0862
 DA0862.Superseded values are not recommended for survey control.
 DA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0862.See file dsdata.txt to determine how the superseded data were derived.
 DA0862
 DA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA906945(NAD 83)
 DA0862_MARKER: DB = BENCH MARK DISK
 DA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0862_STAMPING: C 346 1961
 DA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0862+STABILITY: SURFACE MOTION
 DA0862
 DA0862  HISTORY     - Date     Condition        Report By
 DA0862  HISTORY     - 1961     MONUMENTED       CGS
 DA0862  HISTORY     - 1962     GOOD             NGS
 DA0862
 DA0862                          STATION DESCRIPTION
 DA0862
 DA0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0862'3.65 MI SE FROM TONY TANK.
 DA0862'ABOUT 3.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0862'TANK AT TONY RANK, 0.5 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0862'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, 67 FEET
 DA0862'SOUTHWEST OF THE CENTER LINE OF THE NORTHERLY MOST TRAIL ROAD, 1.7
 DA0862'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0862'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0046 ***********************************************************************
 ES0046  DESIGNATION -  C 346
 ES0046  PID         -  ES0046
 ES0046  STATE/COUNTY-  AZ/NAVAJO
 ES0046  USGS QUAD   -  APACHE BUTTE (1986)
 ES0046
 ES0046                         *CURRENT SURVEY CONTROL
 ES0046  ___________________________________________________________________
 ES0046* NAD 83(1986)-  34 58 11.     (N)    110 26 42.     (W)     SCALED    
 ES0046* NAVD 88     -      1506.14   (+/-2cm)    4941.4    (feet)  VERTCON   
 ES0046  ___________________________________________________________________
 ES0046  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0046
 ES0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0046
 ES0046.The horizontal coordinates were scaled from a topographic map and have
 ES0046.an estimated accuracy of +/- 6 seconds.
 ES0046
 ES0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0046.The vertical order pertains to the NGVD 29 superseded value.
 ES0046
 ES0046.The geoid height was determined by GEOID03.
 ES0046
 ES0046;                    North         East    Units  Estimated Accuracy
 ES0046;SPC AZ E     -   440,250.      187,950.      MT  (+/- 180 meters Scaled)
 ES0046
 ES0046                          SUPERSEDED SURVEY CONTROL
 ES0046
 ES0046  NGVD 29 (??/??/92) 1505.374  (m)         4938.88   (f) ADJ UNCH    2 0
 ES0046
 ES0046.Superseded values are not recommended for survey control.
 ES0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0046.See file dsdata.txt to determine how the superseded data were derived.
 ES0046
 ES0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD506698(NAD 83)
 ES0046_MARKER: DB = BENCH MARK DISK
 ES0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0046_SP_SET: BRIDGE
 ES0046_STAMPING: C 346 1959
 ES0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0046
 ES0046  HISTORY     - Date     Condition        Report By
 ES0046  HISTORY     - 1959     MONUMENTED       CGS
 ES0046  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0046
 ES0046                          STATION DESCRIPTION
 ES0046
 ES0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0046'15.9 MI E FROM WINSLOW.
 ES0046'15.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0046'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0046'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 14 FEET SOUTH OF THE CENTERLINE
 ES0046'OF THE HIGHWAY, 0.1 MILE WEST OF MILEPOST 289, AND SET IN THE CENTER
 ES0046'OF THE SOUTH HEADWALL OF A 45-FOOT BRIDGE.
 ES0046
 ES0046                          STATION RECOVERY (1983)
 ES0046
 ES0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1005 ***********************************************************************
 DA1005  DESIGNATION -  C 347
 DA1005  PID         -  DA1005
 DA1005  STATE/COUNTY-  AZ/YUMA
 DA1005  USGS QUAD   -  PARADISE CANYON (1990)
 DA1005
 DA1005                         *CURRENT SURVEY CONTROL
 DA1005  ___________________________________________________________________
 DA1005* NAD 83(1992)-  32 07 47.06944(N)    113 37 21.68965(W)     ADJUSTED  
 DA1005* NAVD 88     -       273.99   (+/-2cm)     898.9    (feet)  VERTCON   
 DA1005  ___________________________________________________________________
 DA1005  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DA1005  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1005
 DA1005  HORZ ORDER  -  THIRD
 DA1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1005
 DA1005.The horizontal coordinates were established by classical geodetic methods
 DA1005.and adjusted by the National Geodetic Survey in August 1993..
 DA1005
 DA1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1005.The vertical order pertains to the NGVD 29 superseded value.
 DA1005
 DA1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1005
 DA1005.The geoid height was determined by GEOID03.
 DA1005
 DA1005;                    North         East     Units Scale Factor Converg.
 DA1005;SPC AZ W     -   125,263.627   225,372.007   MT  0.99993511   +0 04 03.7
 DA1005;SPC AZ W     -   410,969.90    739,409.47   iFT  0.99993511   +0 04 03.7
 DA1005;UTM  12      - 3,557,829.629   252,584.425   MT  1.00035498   -1 23 44.0
 DA1005
 DA1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1005!SPC AZ W     -   0.99996221  x   0.99993511  =   0.99989732
 DA1005!UTM  12      -   0.99996221  x   1.00035498  =   1.00031717
 DA1005
 DA1005:                Primary Azimuth Mark                     Grid Az
 DA1005:SPC AZ W     -  BOUNDARY MON 183 MX US                   289 53 40.1
 DA1005:UTM  12      -  BOUNDARY MON 183 MX US                   291 21 27.8
 DA1005
 DA1005|---------------------------------------------------------------------|
 DA1005| PID    Reference Object                     Distance      Geod. Az  |
 DA1005|                                                           dddmmss.s |
 DA1005| DA1260 BOUNDARY MON 183 MX US              APPROX. 4.2 KM 2895743.8 |
 DA1005|---------------------------------------------------------------------|
 DA1005
 DA1005                          SUPERSEDED SURVEY CONTROL
 DA1005
 DA1005  NAD 83(1986)-  32 07 47.02665(N)    113 37 21.72921(W) AD(       ) 3
 DA1005  NGVD 29 (??/??/92)  273.301  (m)          896.65   (f) ADJ UNCH    2 0
 DA1005
 DA1005.Superseded values are not recommended for survey control.
 DA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1005.See file dsdata.txt to determine how the superseded data were derived.
 DA1005
 DA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5258457830(NAD 83)
 DA1005_MARKER: DB = BENCH MARK DISK
 DA1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1005_STAMPING: C 347 1961
 DA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1005+STABILITY: SURFACE MOTION
 DA1005
 DA1005  HISTORY     - Date     Condition        Report By
 DA1005  HISTORY     - 1961     MONUMENTED       CGS
 DA1005  HISTORY     - 1962     GOOD             AMS
 DA1005  HISTORY     - 1962     GOOD             NGS
 DA1005
 DA1005                          STATION DESCRIPTION
 DA1005
 DA1005'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1005'DESCRIBED IN NGS LEVEL LINE.  FIELD WORK DONE BY AMS.  THEIR
 DA1005'DESCRIPTION FOLLOWS.
 DA1005'
 DA1005'LOCATED 50.9 MI WNW. OF LUKEVILLE ON US-MEXICO INTERNATIONAL
 DA1005'BOUNDARY.
 DA1005'
 DA1005'NO TO REACH GIVEN.
 DA1005'
 DA1005'STATION MARK--NGS BM DISK STAMPED---C 347 1961---, IN TOP OF
 DA1005'CONCRETE POST PROJECTING 0.2 FT.
 DA1005
 DA1005                          STATION RECOVERY (1962)
 DA1005
 DA1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1005'10.7 MI SE FROM TULE WELL.
 DA1005'ABOUT 10.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1005'COMMISSION SHELTER AT TULE WELL, 1.5 MILES NORTHWEST OF A 4X4-INCH
 DA1005'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1005'112 YARDS WEST OF THE CENTER LINE OF A WASH, 19 FEET NORTH OF THE
 DA1005'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DA1005'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 DA1005'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0210 ***********************************************************************
 FP0210  DESIGNATION -  C 347
 FP0210  PID         -  FP0210
 FP0210  STATE/COUNTY-  AZ/APACHE
 FP0210  USGS QUAD   -  CHAMBERS (1971)
 FP0210
 FP0210                         *CURRENT SURVEY CONTROL
 FP0210  ___________________________________________________________________
 FP0210* NAD 83(1986)-  35 11 23.     (N)    109 26 19.     (W)     SCALED    
 FP0210* NAVD 88     -      1757.178  (meters)    5765.01   (feet)  ADJUSTED  
 FP0210  ___________________________________________________________________
 FP0210  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0210  DYNAMIC HT  -        1754.736 (meters)    5757.00  (feet)  COMP
 FP0210  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0210
 FP0210  VERT ORDER  -  SECOND    CLASS 0
 FP0210
 FP0210.The horizontal coordinates were scaled from a topographic map and have
 FP0210.an estimated accuracy of +/- 6 seconds.
 FP0210
 FP0210.The orthometric height was determined by differential leveling
 FP0210.and adjusted by the National Geodetic Survey in June 1991..
 FP0210
 FP0210.The geoid height was determined by GEOID03.
 FP0210
 FP0210.The dynamic height is computed by dividing the NAVD 88
 FP0210.geopotential number by the normal gravity value computed on the
 FP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0210.degrees latitude (g = 980.6199 gals.).
 FP0210
 FP0210.The modeled gravity was interpolated from observed gravity values.
 FP0210
 FP0210;                    North         East    Units  Estimated Accuracy
 FP0210;SPC AZ E     -   464,860.      279,660.      MT  (+/- 180 meters Scaled)
 FP0210
 FP0210                          SUPERSEDED SURVEY CONTROL
 FP0210
 FP0210  NGVD 29 (??/??/92) 1756.258  (m)         5761.99   (f) ADJ UNCH    2 0
 FP0210
 FP0210.Superseded values are not recommended for survey control.
 FP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0210.See file dsdata.txt to determine how the superseded data were derived.
 FP0210
 FP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD421951(NAD 83)
 FP0210_MARKER: DB = BENCH MARK DISK
 FP0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0210_SP_SET: BRIDGE
 FP0210_STAMPING: C 347 1959
 FP0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0210
 FP0210  HISTORY     - Date     Condition        Report By
 FP0210  HISTORY     - 1959     MONUMENTED       CGS
 FP0210  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0210  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0210
 FP0210                          STATION DESCRIPTION
 FP0210
 FP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0210'7.6 MI E FROM NAVAJO POST OFFICE.
 FP0210'7.6 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0210'0.2 MILE WEST OF THE CHEIFTAIN MOTEL AND CAFE, 22 FEET SOUTH OF THE
 FP0210'CENTER OF THE HIGHWAY, 2 FEET WEST OF THE WITNESS POST, CEMENTED IN A
 FP0210'DRILL HOLE 1 FOOT WEST OF THE EAST END OF THE SOUTH HEADWALL OF A
 FP0210'CONCRETE BRIDGE.
 FP0210
 FP0210                          STATION RECOVERY (1971)
 FP0210
 FP0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0210'MARK NOT FOUND.
 FP0210
 FP0210                          STATION RECOVERY (1983)
 FP0210
 FP0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0210'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0018 ***********************************************************************
 DB0018  DESIGNATION -  C 348
 DB0018  PID         -  DB0018
 DB0018  STATE/COUNTY-  AZ/YUMA
 DB0018  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0018
 DB0018                         *CURRENT SURVEY CONTROL
 DB0018  ___________________________________________________________________
 DB0018* NAD 83(1986)-  32 18 53.     (N)    114 04 43.     (W)     SCALED    
 DB0018* NAVD 88     -       329.48   (+/-2cm)    1081.0    (feet)  VERTCON   
 DB0018  ___________________________________________________________________
 DB0018  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DB0018
 DB0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0018
 DB0018.The horizontal coordinates were scaled from a topographic map and have
 DB0018.an estimated accuracy of +/- 6 seconds.
 DB0018
 DB0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0018.The vertical order pertains to the NGVD 29 superseded value.
 DB0018
 DB0018.The geoid height was determined by GEOID03.
 DB0018
 DB0018;                    North         East    Units  Estimated Accuracy
 DB0018;SPC AZ W     -   145,820.      182,420.      MT  (+/- 180 meters Scaled)
 DB0018
 DB0018                          SUPERSEDED SURVEY CONTROL
 DB0018
 DB0018  NGVD 29 (??/??/92)  328.79   (m)         1078.7    (f) COMPUTED    2 0
 DB0018
 DB0018.Superseded values are not recommended for survey control.
 DB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0018.See file dsdata.txt to determine how the superseded data were derived.
 DB0018
 DB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR750790(NAD 83)
 DB0018_MARKER: DB = BENCH MARK DISK
 DB0018_SETTING: 66 = SET IN ROCK OUTCROP
 DB0018_SP_SET: ROCK OUTCROP
 DB0018_STAMPING: C 348 1961
 DB0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0018+STABILITY: POSITION/ELEVATION WELL
 DB0018
 DB0018  HISTORY     - Date     Condition        Report By
 DB0018  HISTORY     - 1961     MONUMENTED       CGS
 DB0018  HISTORY     - 1962     GOOD             NGS
 DB0018
 DB0018                          STATION DESCRIPTION
 DB0018
 DB0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0018'22.2 MI W FROM TULE WELL.
 DB0018'ABOUT 22.25 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0018'GAME COMMISSION SHELTER AT TULE WELL, 1.45 MILES GENERAL EASTERLY
 DB0018'DIRECTION FROM A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0018'PROJECTS 16 FEET AND IS NUMBERED 14, 1.8 MILES GENERAL WESTERLY
 DB0018'DIRECTION FROM A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0018'PROJECTS 16 FEET AND IS NUMBERED 15, SOUTH OF AND AT THE BASE OF
 DB0018'A ROCKY MOUNTAIN, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DB0018'AT THE WEST END OF A SMALL SHARP ROCKY PROJECTION, ABOUT 4 FEET
 DB0018'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0018'PROJECTING 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0548 ***********************************************************************
 CG0548  DESIGNATION -  C 348
 CG0548  PID         -  CG0548
 CG0548  STATE/COUNTY-  AZ/PIMA
 CG0548  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0548
 CG0548                         *CURRENT SURVEY CONTROL
 CG0548  ___________________________________________________________________
 CG0548* NAD 83(1986)-  31 47 58.     (N)    111 01 00.     (W)     SCALED    
 CG0548* NAVD 88     -       897.72   (+/-2cm)    2945.3    (feet)  VERTCON   
 CG0548  ___________________________________________________________________
 CG0548  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0548
 CG0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0548
 CG0548.The horizontal coordinates were scaled from a topographic map and have
 CG0548.an estimated accuracy of +/- 6 seconds.
 CG0548
 CG0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0548.The vertical order pertains to the NGVD 29 superseded value.
 CG0548
 CG0548.The geoid height was determined by GEOID03.
 CG0548
 CG0548;                    North         East    Units  Estimated Accuracy
 CG0548;SPC AZ C     -    88,980.      298,580.      MT  (+/- 180 meters Scaled)
 CG0548
 CG0548                          SUPERSEDED SURVEY CONTROL
 CG0548
 CG0548  NGVD 29 (??/??/92)  896.952  (m)         2942.75   (f) ADJ UNCH    2 0
 CG0548
 CG0548.Superseded values are not recommended for survey control.
 CG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0548.See file dsdata.txt to determine how the superseded data were derived.
 CG0548
 CG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA984182(NAD 83)
 CG0548_MARKER: DB = BENCH MARK DISK
 CG0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0548_SP_SET: BRIDGE
 CG0548_STAMPING: C 348 1959
 CG0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0548
 CG0548  HISTORY     - Date     Condition        Report By
 CG0548  HISTORY     - 1959     MONUMENTED       CGS
 CG0548  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0548
 CG0548                          STATION DESCRIPTION
 CG0548
 CG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0548'6.0 MI N FROM AMADO.
 CG0548'6.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0548'ABOUT 0.5 MILE SOUTH OF MILEPOST 36, 25 FEET EAST OF THE CENTER OF THE
 CG0548'HIGHWAY, 2 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 2
 CG0548'FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BRIDGE.
 CG0548
 CG0548                          STATION RECOVERY (1980)
 CG0548
 CG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0548'NOT RECOVERED CONCRETE BRIDGE DESCRIBED HAS BEEN DESTROYED
 CG0548'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0946 ***********************************************************************
 DA0946  DESIGNATION -  C 349
 DA0946  PID         -  DA0946
 DA0946  STATE/COUNTY-  AZ/YUMA
 DA0946  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0946
 DA0946                         *CURRENT SURVEY CONTROL
 DA0946  ___________________________________________________________________
 DA0946* NAD 83(1986)-  32 20 03.     (N)    113 52 31.     (W)     SCALED    
 DA0946* NAVD 88     -       401.53   (+/-2cm)    1317.4    (feet)  VERTCON   
 DA0946  ___________________________________________________________________
 DA0946  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DA0946
 DA0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0946
 DA0946.The horizontal coordinates were scaled from a topographic map and have
 DA0946.an estimated accuracy of +/- 6 seconds.
 DA0946
 DA0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0946.The vertical order pertains to the NGVD 29 superseded value.
 DA0946
 DA0946.The geoid height was determined by GEOID03.
 DA0946
 DA0946;                    North         East    Units  Estimated Accuracy
 DA0946;SPC AZ W     -   147,930.      201,570.      MT  (+/- 180 meters Scaled)
 DA0946
 DA0946                          SUPERSEDED SURVEY CONTROL
 DA0946
 DA0946  NGVD 29 (??/??/92)  400.828  (m)         1315.05   (f) ADJ UNCH    2 0
 DA0946
 DA0946.Superseded values are not recommended for survey control.
 DA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0946.See file dsdata.txt to determine how the superseded data were derived.
 DA0946
 DA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA293811(NAD 83)
 DA0946_MARKER: DB = BENCH MARK DISK
 DA0946_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0946_SP_SET: 4 FT.
 DA0946_STAMPING: C 349 1961
 DA0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0946
 DA0946  HISTORY     - Date     Condition        Report By
 DA0946  HISTORY     - 1961     MONUMENTED       CGS
 DA0946  HISTORY     - 1962     GOOD             NGS
 DA0946
 DA0946                          STATION DESCRIPTION
 DA0946
 DA0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0946'13.4 MI NW FROM TULE WELL.
 DA0946'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0946'COMMISSION SHELTER AT TULE WELL.  THENCE 10.1 MILES NORTHWEST ALONG A
 DA0946'DIM TRAIL ROAD. THENCE 0.1 MILE SOUTHWEST ACROSS A FLAT FROM THE TRAIL
 DA0946'ROAD TO A ROCKY MOUND, 2.0 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0946'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 3.0 MILES
 DA0946'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0946'FEET AND IS NUMBER 3, 35 FEET NORTHWEST OF A POINTED ROCK FORMATION,
 DA0946'27 FEET SOUTHWEST OF THE CENTER LINE OF A WASH, 2.0 FEET EAST OF A
 DA0946'CAIRN, SET IN THE TOP OF A ROCK OUTCROP PROJECTING 4 FEET ABOVE THE
 DA0946'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1204 ***********************************************************************
 CZ1204  DESIGNATION -  C 349
 CZ1204  PID         -  CZ1204
 CZ1204  STATE/COUNTY-  AZ/PINAL
 CZ1204  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1204
 CZ1204                         *CURRENT SURVEY CONTROL
 CZ1204  ___________________________________________________________________
 CZ1204* NAD 83(1986)-  32 49 45.     (N)    111 58 49.     (W)     SCALED    
 CZ1204* NAVD 88     -       421.39   (+/-2cm)    1382.5    (feet)  VERTCON   
 CZ1204  ___________________________________________________________________
 CZ1204  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1204
 CZ1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1204
 CZ1204.The horizontal coordinates were scaled from a topographic map and have
 CZ1204.an estimated accuracy of +/- 6 seconds.
 CZ1204
 CZ1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1204.The vertical order pertains to the NGVD 29 superseded value.
 CZ1204
 CZ1204.The geoid height was determined by GEOID03.
 CZ1204
 CZ1204;                    North         East    Units  Estimated Accuracy
 CZ1204;SPC AZ C     -   202,810.      207,410.      MT  (+/- 180 meters Scaled)
 CZ1204
 CZ1204                          SUPERSEDED SURVEY CONTROL
 CZ1204
 CZ1204  NGVD 29 (??/??/92)  420.796  (m)         1380.56   (f) ADJ UNCH    2 0
 CZ1204
 CZ1204.Superseded values are not recommended for survey control.
 CZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1204.See file dsdata.txt to determine how the superseded data were derived.
 CZ1204
 CZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082327(NAD 83)
 CZ1204_MARKER: DB = BENCH MARK DISK
 CZ1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1204_SP_SET: STOVEPIPE
 CZ1204_STAMPING: C 349 1960
 CZ1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1204
 CZ1204  HISTORY     - Date     Condition        Report By
 CZ1204  HISTORY     - 1960     MONUMENTED       CGS
 CZ1204
 CZ1204                          STATION DESCRIPTION
 CZ1204
 CZ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1204'5.8 MI S FROM STANFIELD.
 CZ1204'1.4 MILES WEST OF THE POST OFFICE AT STANFIELD, THENCE 3.4 MILES SOUTH
 CZ1204'ON DIRT ROAD, THENCE 1 MILE EAST ALONG HIGHWAY, ABOUT 350 FEET NORTH
 CZ1204'OF CENTERLINE OF HIGHWAY, 1 FOOT NORTH OF WITNESS POST, SET IN TOP OF
 CZ1204'6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0103 ***********************************************************************
 ES0103  DESIGNATION -  C 35
 ES0103  PID         -  ES0103
 ES0103  STATE/COUNTY-  AZ/NAVAJO
 ES0103  USGS QUAD   -  SUN VALLEY (1986)
 ES0103
 ES0103                         *CURRENT SURVEY CONTROL
 ES0103  ___________________________________________________________________
 ES0103* NAD 83(1986)-  34 53 01.     (N)    110 05 55.     (W)     SCALED    
 ES0103* NAVD 88     -      1562.701  (meters)    5126.96   (feet)  ADJUSTED  
 ES0103  ___________________________________________________________________
 ES0103  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0103  DYNAMIC HT  -        1560.545 (meters)    5119.89  (feet)  COMP
 ES0103  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 ES0103
 ES0103  VERT ORDER  -  SECOND    CLASS 0
 ES0103
 ES0103.The horizontal coordinates were scaled from a topographic map and have
 ES0103.an estimated accuracy of +/- 6 seconds.
 ES0103
 ES0103.The orthometric height was determined by differential leveling
 ES0103.and adjusted by the National Geodetic Survey in June 1991..
 ES0103
 ES0103.The geoid height was determined by GEOID03.
 ES0103
 ES0103.The dynamic height is computed by dividing the NAVD 88
 ES0103.geopotential number by the normal gravity value computed on the
 ES0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0103.degrees latitude (g = 980.6199 gals.).
 ES0103
 ES0103.The modeled gravity was interpolated from observed gravity values.
 ES0103
 ES0103;                    North         East    Units  Estimated Accuracy
 ES0103;SPC AZ E     -   430,670.      219,580.      MT  (+/- 180 meters Scaled)
 ES0103
 ES0103                          SUPERSEDED SURVEY CONTROL
 ES0103
 ES0103  NGVD 29 (??/??/92) 1561.882  (m)         5124.27   (f) ADJ UNCH    2 0
 ES0103
 ES0103.Superseded values are not recommended for survey control.
 ES0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0103.See file dsdata.txt to determine how the superseded data were derived.
 ES0103
 ES0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD823605(NAD 83)
 ES0103_MARKER: DB = BENCH MARK DISK
 ES0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0103_STAMPING: C 35 1934
 ES0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0103+STABILITY: SURFACE MOTION
 ES0103
 ES0103  HISTORY     - Date     Condition        Report By
 ES0103  HISTORY     - 1934     MONUMENTED       CGS
 ES0103  HISTORY     - 1973     GOOD             NGS
 ES0103  HISTORY     - 1986     MARK NOT FOUND   NGS
 ES0103
 ES0103                          STATION DESCRIPTION
 ES0103
 ES0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0103'4.5 MI SE FROM HOLBROOK.
 ES0103'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0103'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.8 MILE WEST
 ES0103'OF THE JUNCTION OF THE ROAD LEADING TO WOODRUFF, ABOUT 1000 FEET SOUTH
 ES0103'OF A ROW OF TELEPHONE POLES, 51 FEET SOUTH OF THE CENTERLINE OF THE
 ES0103'HIGHWAY, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 35
 ES0103'1934 AND SET IN THE TOP OF A CONCRETE POST.
 ES0103
 ES0103                          STATION RECOVERY (1973)
 ES0103
 ES0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ES0103'RECOVERED IN GOOD CONDITION.
 ES0103
 ES0103                          STATION RECOVERY (1986)
 ES0103
 ES0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ES0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0105 ***********************************************************************
 DB0105  DESIGNATION -  C 350
 DB0105  PID         -  DB0105
 DB0105  STATE/COUNTY-  AZ/YUMA
 DB0105  USGS QUAD   -  FORTUNA MINE (1965)
 DB0105
 DB0105                         *CURRENT SURVEY CONTROL
 DB0105  ___________________________________________________________________
 DB0105* NAD 83(1986)-  32 31 10.     (N)    114 20 46.     (W)     SCALED    
 DB0105* NAVD 88     -       179.67   (+/-2cm)     589.5    (feet)  VERTCON   
 DB0105  ___________________________________________________________________
 DB0105  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB0105
 DB0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0105
 DB0105.The horizontal coordinates were scaled from a topographic map and have
 DB0105.an estimated accuracy of +/- 6 seconds.
 DB0105
 DB0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0105.The vertical order pertains to the NGVD 29 superseded value.
 DB0105
 DB0105.The geoid height was determined by GEOID03.
 DB0105
 DB0105;                    North         East    Units  Estimated Accuracy
 DB0105;SPC AZ W     -   168,630.      157,360.      MT  (+/- 180 meters Scaled)
 DB0105
 DB0105                          SUPERSEDED SURVEY CONTROL
 DB0105
 DB0105  NGVD 29 (??/??/??)  178.996  (m)          587.26   (f) ADJUSTED    2 0
 DB0105
 DB0105.Superseded values are not recommended for survey control.
 DB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0105.See file dsdata.txt to determine how the superseded data were derived.
 DB0105
 DB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS492011(NAD 83)
 DB0105_MARKER: DB = BENCH MARK DISK
 DB0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0105_STAMPING: C 350 1962
 DB0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0105+STABILITY: SURFACE MOTION
 DB0105
 DB0105  HISTORY     - Date     Condition        Report By
 DB0105  HISTORY     - 1962     MONUMENTED       CGS
 DB0105
 DB0105                          STATION DESCRIPTION
 DB0105
 DB0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0105'20.1 MI SW FROM LIGURTA.
 DB0105'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0105'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0105'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0105'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0105'A WASH, THENCE 1.0 MILE SOUTHEAST ALONG A DIM TRAIL ROAD, 1.2
 DB0105'MILES SOUTH SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERNECE POST
 DB0105'WHICH PROJECTS 16 FEET AND IS NUMBER 10, WEST OF AND ABOUT 1 1/2
 DB0105'FEET FROM THE BASE OF THE GILA MOUNTAINS, 29 FEET SOUTHWEST OF
 DB0105'THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DB0105'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN
 DB0105'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0973 ***********************************************************************
 DA0973  DESIGNATION -  C 351
 DA0973  PID         -  DA0973
 DA0973  STATE/COUNTY-  AZ/YUMA
 DA0973  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0973
 DA0973                         *CURRENT SURVEY CONTROL
 DA0973  ___________________________________________________________________
 DA0973* NAD 83(1986)-  32 28 14.     (N)    113 40 33.     (W)     SCALED    
 DA0973* NAVD 88     -       203.21   (+/-2cm)     666.7    (feet)  VERTCON   
 DA0973  ___________________________________________________________________
 DA0973  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA0973
 DA0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0973
 DA0973.The horizontal coordinates were scaled from a topographic map and have
 DA0973.an estimated accuracy of +/- 6 seconds.
 DA0973
 DA0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0973.The vertical order pertains to the NGVD 29 superseded value.
 DA0973
 DA0973.The geoid height was determined by GEOID03.
 DA0973
 DA0973;                    North         East    Units  Estimated Accuracy
 DA0973;SPC AZ W     -   163,050.      220,330.      MT  (+/- 180 meters Scaled)
 DA0973
 DA0973                          SUPERSEDED SURVEY CONTROL
 DA0973
 DA0973  NGVD 29 (??/??/92)  202.563  (m)          664.58   (f) ADJ UNCH    2 0
 DA0973
 DA0973.Superseded values are not recommended for survey control.
 DA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0973.See file dsdata.txt to determine how the superseded data were derived.
 DA0973
 DA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA485957(NAD 83)
 DA0973_MARKER: DB = BENCH MARK DISK
 DA0973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0973_SP_SET: 16 FT
 DA0973_STAMPING: C 351 1962
 DA0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0973
 DA0973  HISTORY     - Date     Condition        Report By
 DA0973  HISTORY     - 1962     MONUMENTED       CGS
 DA0973
 DA0973                          STATION DESCRIPTION
 DA0973
 DA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0973'26.5 MI SE FROM TACNA.
 DA0973'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0973'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 4.1
 DA0973'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 3.2
 DA0973'MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0973'16 FEET AND IS NUMBERED 2, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 DA0973'ROAD, 2.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0973'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0973'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 DA0973'6-INCH TILE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0934 ***********************************************************************
 DA0934  DESIGNATION -  C 352
 DA0934  PID         -  DA0934
 DA0934  STATE/COUNTY-  AZ/YUMA
 DA0934  USGS QUAD   -  MONREAL WELL (1990)
 DA0934
 DA0934                         *CURRENT SURVEY CONTROL
 DA0934  ___________________________________________________________________
 DA0934* NAD 83(1986)-  32 29 52.     (N)    113 24 07.     (W)     SCALED    
 DA0934* NAVD 88     -       177.01   (+/-2cm)     580.7    (feet)  VERTCON   
 DA0934  ___________________________________________________________________
 DA0934  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DA0934
 DA0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0934
 DA0934.The horizontal coordinates were scaled from a topographic map and have
 DA0934.an estimated accuracy of +/- 6 seconds.
 DA0934
 DA0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0934.The vertical order pertains to the NGVD 29 superseded value.
 DA0934
 DA0934.The geoid height was determined by GEOID03.
 DA0934
 DA0934;                    North         East    Units  Estimated Accuracy
 DA0934;SPC AZ W     -   166,120.      246,070.      MT  (+/- 180 meters Scaled)
 DA0934
 DA0934                          SUPERSEDED SURVEY CONTROL
 DA0934
 DA0934  NGVD 29 (??/??/92)  176.392  (m)          578.71   (f) ADJ UNCH    2 0
 DA0934
 DA0934.Superseded values are not recommended for survey control.
 DA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0934.See file dsdata.txt to determine how the superseded data were derived.
 DA0934
 DA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA743981(NAD 83)
 DA0934_MARKER: DB = BENCH MARK DISK
 DA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0934_STAMPING: C 352 1961
 DA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0934+STABILITY: SURFACE MOTION
 DA0934
 DA0934  HISTORY     - Date     Condition        Report By
 DA0934  HISTORY     - 1961     MONUMENTED       CGS
 DA0934  HISTORY     - 1962     GOOD             NGS
 DA0934
 DA0934                          STATION DESCRIPTION
 DA0934
 DA0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0934'10.4 MI W FROM TONY TANK.
 DA0934'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0934'TONY TANK.  THENCE 8.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 2.7 MILES
 DA0934'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0934'FEET AND IS NUMBERED 38, 3.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0934'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0934'IS NUMBERED 37, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0934'ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DA0934'THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0934'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0181 ***********************************************************************
 DB0181  DESIGNATION -  C 353
 DB0181  PID         -  DB0181
 DB0181  STATE/COUNTY-  AZ/YUMA
 DB0181  USGS QUAD   -  LIGURTA (1965)
 DB0181
 DB0181                         *CURRENT SURVEY CONTROL
 DB0181  ___________________________________________________________________
 DB0181* NAD 83(1986)-  32 39 29.     (N)    114 20 29.     (W)     SCALED    
 DB0181* NAVD 88     -       194.733  (meters)     638.89   (feet)  ADJUSTED  
 DB0181  ___________________________________________________________________
 DB0181  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB0181  DYNAMIC HT  -         194.508 (meters)     638.15  (feet)  COMP
 DB0181  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 DB0181
 DB0181  VERT ORDER  -  FIRST     CLASS II
 DB0181
 DB0181.The horizontal coordinates were scaled from a topographic map and have
 DB0181.an estimated accuracy of +/- 6 seconds.
 DB0181
 DB0181.The orthometric height was determined by differential leveling
 DB0181.and adjusted by the National Geodetic Survey in June 1991..
 DB0181
 DB0181.The geoid height was determined by GEOID03.
 DB0181
 DB0181.The dynamic height is computed by dividing the NAVD 88
 DB0181.geopotential number by the normal gravity value computed on the
 DB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0181.degrees latitude (g = 980.6199 gals.).
 DB0181
 DB0181.The modeled gravity was interpolated from observed gravity values.
 DB0181
 DB0181;                    North         East    Units  Estimated Accuracy
 DB0181;SPC AZ W     -   183,990.      157,880.      MT  (+/- 180 meters Scaled)
 DB0181
 DB0181                          SUPERSEDED SURVEY CONTROL
 DB0181
 DB0181  NGVD 29 (??/??/??)  194.070  (m)          636.71   (f) ADJUSTED    1 2
 DB0181
 DB0181.Superseded values are not recommended for survey control.
 DB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0181.See file dsdata.txt to determine how the superseded data were derived.
 DB0181
 DB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS493165(NAD 83)
 DB0181_MARKER: DB = BENCH MARK DISK
 DB0181_SETTING: 66 = SET IN ROCK OUTCROP
 DB0181_SP_SET: ROCK LEDGE
 DB0181_STAMPING: C 353 1960
 DB0181_MARK LOGO: CGS   
 DB0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0181+STABILITY: POSITION/ELEVATION WELL
 DB0181
 DB0181  HISTORY     - Date     Condition        Report By
 DB0181  HISTORY     - 1960     MONUMENTED       CGS
 DB0181  HISTORY     - 1967     GOOD             NGS
 DB0181  HISTORY     - 1981     GOOD             NGS
 DB0181  HISTORY     - 1981     GOOD             NGS
 DB0181
 DB0181                          STATION DESCRIPTION
 DB0181
 DB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0181'3 MI W FROM LIGURTA.
 DB0181'3.05 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 125 FEET NORTH
 DB0181'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A ROCK
 DB0181'WITH THE LETTERS B.M. PAINTED ON IT, SET IN A DRILL HOLE IN LEDGE
 DB0181'ROCK AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 DB0181
 DB0181                          STATION RECOVERY (1967)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0181'RECOVERED IN GOOD CONDITION.
 DB0181
 DB0181                          STATION RECOVERY (1981)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0181'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0181'4TH AVENUE IN YUMA, THENCE 10.1 KM (6.3 MI) SOUTHEAST ALONG THE EAST-
 DB0181'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.6 KM (0.4 MI) EAST OF
 DB0181'INTERSTATE MILEPOST 18, 0.2 KM (0.1 MI) EAST OF THE EAST END OF A
 DB0181'HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP IN THE CENTER MEDIAN OF
 DB0181'THE INTERSTATE, 38.4 M (126 FT) NORTH OF THE CENTERLINE OF THE EAST-
 DB0181'BOUND LANES OF THE HIGHWAY.
 DB0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0181
 DB0181                          STATION RECOVERY (1981)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0181'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0181'4TH AVENUE IN YUMA, THENCE 10.1 KM (6.3 MI) SOUTHEAST ALONG THE EAST-
 DB0181'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.6 KM (0.4 MI) EAST OF
 DB0181'INTERSTATE MILEPOST 18, 0.2 KM (0.1 MI) EAST OF THE EAST END OF A
 DB0181'HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP IN THE CENTER MEDIAN OF
 DB0181'THE INTERSTATE, 38.4 M (126 FT) NORTH OF THE CENTERLINE OF THE EAST-
 DB0181'BOUND LANES OF THE HIGHWAY.
 DB0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0859 ***********************************************************************
 DA0859  DESIGNATION -  C 353
 DA0859  PID         -  DA0859
 DA0859  STATE/COUNTY-  AZ/PIMA
 DA0859  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA0859
 DA0859                         *CURRENT SURVEY CONTROL
 DA0859  ___________________________________________________________________
 DA0859* NAD 83(1986)-  32 29 42.     (N)    113 15 56.     (W)     SCALED    
 DA0859* NAVD 88     -       207.70   (+/-2cm)     681.4    (feet)  VERTCON   
 DA0859  ___________________________________________________________________
 DA0859  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0859
 DA0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0859
 DA0859.The horizontal coordinates were scaled from a topographic map and have
 DA0859.an estimated accuracy of +/- 6 seconds.
 DA0859
 DA0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0859.The vertical order pertains to the NGVD 29 superseded value.
 DA0859
 DA0859.The geoid height was determined by GEOID03.
 DA0859
 DA0859;                    North         East    Units  Estimated Accuracy
 DA0859;SPC AZ C     -   166,550.       86,600.      MT  (+/- 180 meters Scaled)
 DA0859
 DA0859                          SUPERSEDED SURVEY CONTROL
 DA0859
 DA0859  NGVD 29 (??/??/92)  207.065  (m)          679.35   (f) ADJ UNCH    2 0
 DA0859
 DA0859.Superseded values are not recommended for survey control.
 DA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0859.See file dsdata.txt to determine how the superseded data were derived.
 DA0859
 DA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA871975(NAD 83)
 DA0859_MARKER: DB = BENCH MARK DISK
 DA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0859_STAMPING: C 353 1961
 DA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0859+STABILITY: SURFACE MOTION
 DA0859
 DA0859  HISTORY     - Date     Condition        Report By
 DA0859  HISTORY     - 1961     MONUMENTED       CGS
 DA0859  HISTORY     - 1962     GOOD             NGS
 DA0859
 DA0859                          STATION DESCRIPTION
 DA0859
 DA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0859'0.65 MI SE FROM TONY TANK.
 DA0859'ABOUT 0.65 MILE SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0859'AT TONY TANK, 2.3 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0859'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 29 FEET NORTHEAST OF
 DA0859'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A METAL WITNESS
 DA0859'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0859'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0826 ***********************************************************************
 DA0826  DESIGNATION -  C 354
 DA0826  PID         -  DA0826
 DA0826  STATE/COUNTY-  AZ/MARICOPA
 DA0826  USGS QUAD   -  SENTINEL NE (1986)
 DA0826
 DA0826                         *CURRENT SURVEY CONTROL
 DA0826  ___________________________________________________________________
 DA0826* NAD 83(1986)-  32 52 30.     (N)    113 07 15.     (W)     SCALED    
 DA0826* NAVD 88     -       232.55   (+/-2cm)     763.0    (feet)  VERTCON   
 DA0826  ___________________________________________________________________
 DA0826  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0826
 DA0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0826
 DA0826.The horizontal coordinates were scaled from a topographic map and have
 DA0826.an estimated accuracy of +/- 6 seconds.
 DA0826
 DA0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0826.The vertical order pertains to the NGVD 29 superseded value.
 DA0826
 DA0826.The geoid height was determined by GEOID03.
 DA0826
 DA0826;                    North         East    Units  Estimated Accuracy
 DA0826;SPC AZ C     -   208,530.      100,680.      MT  (+/- 180 meters Scaled)
 DA0826
 DA0826                          SUPERSEDED SURVEY CONTROL
 DA0826
 DA0826  NGVD 29 (??/??/92)  231.939  (m)          760.95   (f) ADJ UNCH    2 0
 DA0826
 DA0826.Superseded values are not recommended for survey control.
 DA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0826.See file dsdata.txt to determine how the superseded data were derived.
 DA0826
 DA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB015394(NAD 83)
 DA0826_MARKER: DB = BENCH MARK DISK
 DA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0826_STAMPING: C 354 1960
 DA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0826+STABILITY: SURFACE MOTION
 DA0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0826+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0826
 DA0826  HISTORY     - Date     Condition        Report By
 DA0826  HISTORY     - 1960     MONUMENTED       CGS
 DA0826  HISTORY     - 20060128 GOOD             USPSQD
 DA0826  HISTORY     - 20060128 GOOD             USPSQD
 DA0826
 DA0826                          STATION DESCRIPTION
 DA0826
 DA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0826'5.4 MI E FROM SENTINEL.
 DA0826'5.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0826'246 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 3
 DA0826'FEET NORTH OF A FENCE LINE, 3 FEET WEST OF A METAL WITNESS POST WITH
 DA0826'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0826
 DA0826                          STATION RECOVERY (2006)
 DA0826
 DA0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0826'RECOVERED AS DESCRIBED.
 DA0826
 DA0826                          STATION RECOVERY (2006)
 DA0826
 DA0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0989 ***********************************************************************
 DA0989  DESIGNATION -  C 355
 DA0989  PID         -  DA0989
 DA0989  STATE/COUNTY-  AZ/YUMA
 DA0989  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0989
 DA0989                         *CURRENT SURVEY CONTROL
 DA0989  ___________________________________________________________________
 DA0989* NAD 83(1986)-  32 15 31.     (N)    113 41 08.     (W)     SCALED    
 DA0989* NAVD 88     -       313.83   (+/-2cm)    1029.6    (feet)  VERTCON   
 DA0989  ___________________________________________________________________
 DA0989  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DA0989
 DA0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0989
 DA0989.The horizontal coordinates were scaled from a topographic map and have
 DA0989.an estimated accuracy of +/- 6 seconds.
 DA0989
 DA0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0989.The vertical order pertains to the NGVD 29 superseded value.
 DA0989
 DA0989.The geoid height was determined by GEOID03.
 DA0989
 DA0989;                    North         East    Units  Estimated Accuracy
 DA0989;SPC AZ W     -   139,550.      219,430.      MT  (+/- 180 meters Scaled)
 DA0989
 DA0989                          SUPERSEDED SURVEY CONTROL
 DA0989
 DA0989  NGVD 29 (??/??/92)  313.143  (m)         1027.37   (f) ADJ UNCH    2 0
 DA0989
 DA0989.Superseded values are not recommended for survey control.
 DA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0989.See file dsdata.txt to determine how the superseded data were derived.
 DA0989
 DA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA470722(NAD 83)
 DA0989_MARKER: DB = BENCH MARK DISK
 DA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0989_STAMPING: C 355 1962
 DA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0989+STABILITY: SURFACE MOTION
 DA0989
 DA0989  HISTORY     - Date     Condition        Report By
 DA0989  HISTORY     - 1962     MONUMENTED       CGS
 DA0989
 DA0989                          STATION DESCRIPTION
 DA0989
 DA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0989'5.4 MI NE FROM TULE WELL.
 DA0989'ABOUT 5.4 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0989'COMMISSION SHELTER AT TULE WELL.  0.9 MILE NORTH OF A 4X4-INCH WHITE
 DA0989'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27, 0.2
 DA0989'MILE NORTHEAST OF AND ACROSS A WASH FROM A CAIRN WHICH IS ON THE
 DA0989'SOUTHEAST END OF A LAVA HILL, IN AN OPEN ROCK COVERED AREA, 24 FEET
 DA0989'EAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF THE CENTER
 DA0989'LINE OF A VERY DIM TRAIL ROAD, 1.4 FEET NORTH OF A METAL WITNESS POST,
 DA0989'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA0989'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0265 ***********************************************************************
 CZ0265  DESIGNATION -  C 355
 CZ0265  PID         -  CZ0265
 CZ0265  STATE/COUNTY-  AZ/PIMA
 CZ0265  USGS QUAD   -  VAIL (1981)
 CZ0265
 CZ0265                         *CURRENT SURVEY CONTROL
 CZ0265  ___________________________________________________________________
 CZ0265* NAD 83(1986)-  32 01 22.     (N)    110 42 53.     (W)     SCALED    
 CZ0265* NAVD 88     -      1004.911  (meters)    3296.95   (feet)  ADJUSTED  
 CZ0265  ___________________________________________________________________
 CZ0265  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CZ0265  DYNAMIC HT  -        1003.463 (meters)    3292.19  (feet)  COMP
 CZ0265  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CZ0265  OBS GRAVITY -     979,167.1   (mgal)                       GRAV_OBS
 CZ0265
 CZ0265  VERT ORDER  -  FIRST     CLASS II
 CZ0265
 CZ0265.The horizontal coordinates were scaled from a topographic map and have
 CZ0265.an estimated accuracy of +/- 6 seconds.
 CZ0265
 CZ0265.The orthometric height was determined by differential leveling
 CZ0265.and adjusted by the National Geodetic Survey in June 1991..
 CZ0265
 CZ0265.The geoid height was determined by GEOID03.
 CZ0265
 CZ0265.The dynamic height is computed by dividing the NAVD 88
 CZ0265.geopotential number by the normal gravity value computed on the
 CZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0265.degrees latitude (g = 980.6199 gals.).
 CZ0265
 CZ0265.The modeled gravity was interpolated from observed gravity values.
 CZ0265.The observed gravity was obtained from relative gravimeter ties
 CZ0265.to the IGSN71 gravity network.
 CZ0265
 CZ0265;                    North         East    Units  Estimated Accuracy
 CZ0265;SPC AZ C     -   114,020.      326,900.      MT  (+/- 180 meters Scaled)
 CZ0265
 CZ0265                          SUPERSEDED SURVEY CONTROL
 CZ0265
 CZ0265  NGVD 29 (??/??/92) 1004.199  (m)         3294.61   (f) ADJ UNCH    1 2
 CZ0265
 CZ0265.Superseded values are not recommended for survey control.
 CZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0265.See file dsdata.txt to determine how the superseded data were derived.
 CZ0265
 CZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA269429(NAD 83)
 CZ0265_MARKER: DB = BENCH MARK DISK
 CZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0265_STAMPING: C 355 1960
 CZ0265_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0265+STABILITY: SURFACE MOTION
 CZ0265
 CZ0265  HISTORY     - Date     Condition        Report By
 CZ0265  HISTORY     - 1960     MONUMENTED       CGS
 CZ0265  HISTORY     - 1979     GOOD             NGS
 CZ0265
 CZ0265                          STATION DESCRIPTION
 CZ0265
 CZ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0265'18.5 MI SE FROM TUCSON.
 CZ0265'18.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0265'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 266, 112 FEET SOUTHWEST OF
 CZ0265'THE MILE POST, 92 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0265'TRAFFIC LANE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET
 CZ0265'NORTHEAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 4
 CZ0265'INCHES.
 CZ0265
 CZ0265                          STATION RECOVERY (1979)
 CZ0265
 CZ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0265'19.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0265'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.2 MILE SW ACROSS COUNTRY FROM
 CZ0265'THE VAIL POST OFFICE, 91.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0265'EASTBOUND TRAFFIC LANE, 147 FEET WEST OF MILE POST 280, 52 FEET
 CZ0265'SOUTHEAST OF A 4-INCH ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER
 CZ0265'POT 1000+00 AND 2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0265'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0265'THE MARK IS 1 FT ABOVE EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0516 ***********************************************************************
 GR0516  DESIGNATION -  C 356
 GR0516  PID         -  GR0516
 GR0516  STATE/COUNTY-  AZ/MOHAVE
 GR0516  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0516
 GR0516                         *CURRENT SURVEY CONTROL
 GR0516  ___________________________________________________________________
 GR0516* NAD 83(1986)-  36 05 36.     (N)    114 30 55.     (W)     SCALED    
 GR0516* NAVD 88     -       361.032  (meters)    1184.49   (feet)  POSTED    
 GR0516  ___________________________________________________________________
 GR0516  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR0516  DYNAMIC HT  -         360.670 (meters)    1183.30  (feet)  COMP
 GR0516  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 GR0516
 GR0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0516
 GR0516.The horizontal coordinates were scaled from a topographic map and have
 GR0516.an estimated accuracy of +/- 6 seconds.
 GR0516
 GR0516.The orthometric height was determined by differential leveling
 GR0516.and adjusted by the National Geodetic Survey in 1992..
 GR0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0516.rate of 0.0 thru 1.0 mm/km.
 GR0516
 GR0516.The geoid height was determined by GEOID03.
 GR0516
 GR0516.The dynamic height is computed by dividing the NAVD 88
 GR0516.geopotential number by the normal gravity value computed on the
 GR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0516.degrees latitude (g = 980.6199 gals.).
 GR0516
 GR0516.The modeled gravity was interpolated from observed gravity values.
 GR0516
 GR0516;                    North         East    Units  Estimated Accuracy
 GR0516;SPC AZ W     -   565,160.      144,450.      MT  (+/- 180 meters Scaled)
 GR0516
 GR0516                          SUPERSEDED SURVEY CONTROL
 GR0516
 GR0516  NGVD 29 (??/??/92)  360.320  (m)         1182.15   (f) ADJ UNCH    1 2
 GR0516
 GR0516.Superseded values are not recommended for survey control.
 GR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0516.See file dsdata.txt to determine how the superseded data were derived.
 GR0516
 GR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV237971(NAD 83)
 GR0516_MARKER: DB = BENCH MARK DISK
 GR0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0516_STAMPING: C 356 1963
 GR0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0516
 GR0516  HISTORY     - Date     Condition        Report By
 GR0516  HISTORY     - 1963     MONUMENTED       CGS
 GR0516
 GR0516                          STATION DESCRIPTION
 GR0516
 GR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0516'1.9 MI NW FROM BONELLI LANDING.
 GR0516'1.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0516'BONELLI LANDING, AT THE SOUTHWEST END OF A LARGE COVE, AT THE
 GR0516'NORTHEAST END OF A LOW RIDGE, 33 FEET NORTHWEST OF THE APPROXIMATE
 GR0516'CENTER OF THE COVE, 2.6 FEET NORTHEAST OF A WITNESS POST, AND BRAZED
 GR0516'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0836 ***********************************************************************
 ET0836  DESIGNATION -  C 357
 ET0836  PID         -  ET0836
 ET0836  STATE/COUNTY-  AZ/MOHAVE
 ET0836  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0836
 ET0836                         *CURRENT SURVEY CONTROL
 ET0836  ___________________________________________________________________
 ET0836* NAD 83(1986)-  34 15 40.     (N)    113 58 22.     (W)     SCALED    
 ET0836* NAVD 88     -       178.49   (+/-2cm)     585.6    (feet)  VERTCON   
 ET0836  ___________________________________________________________________
 ET0836  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ET0836
 ET0836  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0836
 ET0836.The horizontal coordinates were scaled from a topographic map and have
 ET0836.an estimated accuracy of +/- 6 seconds.
 ET0836
 ET0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0836.The vertical order pertains to the NGVD 29 superseded value.
 ET0836
 ET0836.The geoid height was determined by GEOID03.
 ET0836
 ET0836;                    North         East    Units  Estimated Accuracy
 ET0836;SPC AZ W     -   361,650.      192,840.      MT  (+/- 180 meters Scaled)
 ET0836
 ET0836                          SUPERSEDED SURVEY CONTROL
 ET0836
 ET0836  NGVD 29 (08/15/05)  177.882  (m)          583.60   (f) ADJUSTED    1 1
 ET0836
 ET0836.Superseded values are not recommended for survey control.
 ET0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0836.See file dsdata.txt to determine how the superseded data were derived.
 ET0836
 ET0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC262951(NAD 83)
 ET0836_MARKER: DB = BENCH MARK DISK
 ET0836_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 ET0836+WITH SETTING: INTO GROUND
 ET0836_STAMPING: C 357 1976
 ET0836_PROJECTION: PROJECTING 8 CENTIMETERS
 ET0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0836+STABILITY: SURFACE MOTION
 ET0836_ROD/PIPE-DEPTH: 1.22 meters
 ET0836
 ET0836  HISTORY     - Date     Condition        Report By
 ET0836  HISTORY     - 1976     MONUMENTED       NGS
 ET0836
 ET0836                          STATION DESCRIPTION
 ET0836
 ET0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0836'30.75 MI NW FROM BOUSE.
 ET0836'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0836'BOUSE, THENCE 1.4 MILES WEST ALONG THE PLANET RANCH ROAD, THENCE 0.5
 ET0836'MILE NORTH ALONG A DIM DRY WASH ROAD, THENCE 0.9 MILE EAST ALONG A
 ET0836'DIM ROAD, IN THE SOUTHEAST CORNER OF A DRYED UP LAKE BED, IN THE
 ET0836'CENTER OF THE INSIDE SHARP CURVE IN THE DIM ROAD, 28 FT. EAST OF THE
 ET0836'CENTER LINE, 29 FT. NORTH OF THE CENTER LINE, 9 FT. NORTH OF A EAST
 ET0836'WEST FENCE LINE.
 ET0836'THE MARK IS ABOVE LEVEL WITH DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0173 ***********************************************************************
 CZ0173  DESIGNATION -  C 358
 CZ0173  PID         -  CZ0173
 CZ0173  STATE/COUNTY-  AZ/PIMA
 CZ0173  USGS QUAD   -  TUCSON SW (1992)
 CZ0173
 CZ0173                         *CURRENT SURVEY CONTROL
 CZ0173  ___________________________________________________________________
 CZ0173* NAD 83(1986)-  32 01 04.     (N)    110 59 31.     (W)     SCALED    
 CZ0173* NAVD 88     -       832.63   (+/-2cm)    2731.7    (feet)  VERTCON   
 CZ0173  ___________________________________________________________________
 CZ0173  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0173
 CZ0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0173
 CZ0173.The horizontal coordinates were scaled from a topographic map and have
 CZ0173.an estimated accuracy of +/- 6 seconds.
 CZ0173
 CZ0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0173.The vertical order pertains to the NGVD 29 superseded value.
 CZ0173
 CZ0173.The geoid height was determined by GEOID03.
 CZ0173
 CZ0173;                    North         East    Units  Estimated Accuracy
 CZ0173;SPC AZ C     -   113,210.      300,720.      MT  (+/- 180 meters Scaled)
 CZ0173
 CZ0173                          SUPERSEDED SURVEY CONTROL
 CZ0173
 CZ0173  NGVD 29 (??/??/92)  831.981  (m)         2729.59   (f) ADJ UNCH    2 0
 CZ0173
 CZ0173.Superseded values are not recommended for survey control.
 CZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0173.See file dsdata.txt to determine how the superseded data were derived.
 CZ0173
 CZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA007424(NAD 83)
 CZ0173_MARKER: DB = BENCH MARK DISK
 CZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0173_STAMPING: C 358 1960
 CZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0173+STABILITY: SURFACE MOTION
 CZ0173
 CZ0173  HISTORY     - Date     Condition        Report By
 CZ0173  HISTORY     - 1960     MONUMENTED       CGS
 CZ0173  HISTORY     - 1967     GOOD             USGS
 CZ0173  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ0173
 CZ0173                          STATION DESCRIPTION
 CZ0173
 CZ0173'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0173'10.8 MI SW FROM TUCSON.
 CZ0173'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0173'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALONCIA ROAD, THENCE 8.9
 CZ0173'MILES SOUTH ON INTERSTATE HIGHWAY 19, 75 FEET EAST OF THE CENTER OF
 CZ0173'THE EAST LANE OF THE FREEWAY, 2 FEET WEST OF A WITNESS POST, SET IN
 CZ0173'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 8 INCHES.
 CZ0173
 CZ0173                          STATION RECOVERY (1995)
 CZ0173
 CZ0173'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0175 ***********************************************************************
 GQ0175  DESIGNATION -  C 359
 GQ0175  PID         -  GQ0175
 GQ0175  STATE/COUNTY-  AZ/MOHAVE
 GQ0175  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0175
 GQ0175                         *CURRENT SURVEY CONTROL
 GQ0175  ___________________________________________________________________
 GQ0175* NAD 83(1986)-  36 56 58.     (N)    113 47 53.     (W)     SCALED    
 GQ0175* NAVD 88     -       650.626  (meters)    2134.60   (feet)  POSTED    
 GQ0175  ___________________________________________________________________
 GQ0175  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 GQ0175  DYNAMIC HT  -         649.940 (meters)    2132.34  (feet)  COMP
 GQ0175  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 GQ0175
 GQ0175  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0175
 GQ0175.The horizontal coordinates were scaled from a topographic map and have
 GQ0175.an estimated accuracy of +/- 6 seconds.
 GQ0175
 GQ0175.The orthometric height was determined by differential leveling
 GQ0175.and adjusted by the National Geodetic Survey in 1992..
 GQ0175.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0175.rate of 1.1 thru 2.0 mm/km.
 GQ0175
 GQ0175.The geoid height was determined by GEOID03.
 GQ0175
 GQ0175.The dynamic height is computed by dividing the NAVD 88
 GQ0175.geopotential number by the normal gravity value computed on the
 GQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0175.degrees latitude (g = 980.6199 gals.).
 GQ0175
 GQ0175.The modeled gravity was interpolated from observed gravity values.
 GQ0175
 GQ0175;                    North         East    Units  Estimated Accuracy
 GQ0175;SPC AZ W     -   659,880.      209,080.      MT  (+/- 180 meters Scaled)
 GQ0175
 GQ0175                          SUPERSEDED SURVEY CONTROL
 GQ0175
 GQ0175  NGVD 29 (??/??/92)  649.818  (m)         2131.94   (f) ADJ UNCH    2 0
 GQ0175
 GQ0175.Superseded values are not recommended for survey control.
 GQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0175.See file dsdata.txt to determine how the superseded data were derived.
 GQ0175
 GQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF508929(NAD 83)
 GQ0175_MARKER: DB = BENCH MARK DISK
 GQ0175_SETTING: 80 = SET IN A BOULDER
 GQ0175_SP_SET: BOULDER
 GQ0175_STAMPING: C 359 1960
 GQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0175+STABILITY: SURFACE MOTION
 GQ0175
 GQ0175  HISTORY     - Date     Condition        Report By
 GQ0175  HISTORY     - 1960     MONUMENTED       CGS
 GQ0175  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0175
 GQ0175                          STATION DESCRIPTION
 GQ0175
 GQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0175'28.95 MI SW FROM ST GEORGE, UT.
 GQ0175'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0175'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0175'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0175'A Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA - UTAH
 GQ0175'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0175'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0175'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0175'MILES TO THE VIRGIN RIVER, THENCE FOLLOW RIVER BED 8.0 MILES SOUTHWEST
 GQ0175'TO A YELLOW B.M. PAINTED ON A ROCK AT THE MARK, THIS IS NEAR WHERE THE
 GQ0175'TRAIL LEADS DOWN FROM CEDAR CAMP, THE MARK IS 180 FEET NORTH OF THE
 GQ0175'RIVER SET IN A BOULDER PROJECTING ABOUT 1 FOOT AND ABOUT 8 FEET HIGHER
 GQ0175'THAN THE RIVER.
 GQ0175
 GQ0175                          STATION RECOVERY (1982)
 GQ0175
 GQ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0591 ***********************************************************************
 DA0591  DESIGNATION -  C 36
 DA0591  PID         -  DA0591
 DA0591  STATE/COUNTY-  AZ/MARICOPA
 DA0591  USGS QUAD   -  BLACK GAP (1986)
 DA0591
 DA0591                         *CURRENT SURVEY CONTROL
 DA0591  ___________________________________________________________________
 DA0591* NAD 83(1986)-  32 51 10.     (N)    112 46 09.     (W)     SCALED    
 DA0591* NAVD 88     -       273.855  (meters)     898.47   (feet)  ADJUSTED  
 DA0591  ___________________________________________________________________
 DA0591  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DA0591  DYNAMIC HT  -         273.534 (meters)     897.42  (feet)  COMP
 DA0591  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DA0591
 DA0591  VERT ORDER  -  FIRST     CLASS II
 DA0591
 DA0591.The horizontal coordinates were scaled from a topographic map and have
 DA0591.an estimated accuracy of +/- 6 seconds.
 DA0591
 DA0591.The orthometric height was determined by differential leveling
 DA0591.and adjusted by the National Geodetic Survey in June 1991..
 DA0591
 DA0591.The geoid height was determined by GEOID03.
 DA0591
 DA0591.The dynamic height is computed by dividing the NAVD 88
 DA0591.geopotential number by the normal gravity value computed on the
 DA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0591.degrees latitude (g = 980.6199 gals.).
 DA0591
 DA0591.The modeled gravity was interpolated from observed gravity values.
 DA0591
 DA0591;                    North         East    Units  Estimated Accuracy
 DA0591;SPC AZ C     -   205,750.      133,570.      MT  (+/- 180 meters Scaled)
 DA0591
 DA0591                          SUPERSEDED SURVEY CONTROL
 DA0591
 DA0591  NGVD 29 (??/??/92)  273.245  (m)          896.47   (f) ADJ UNCH    1 2
 DA0591
 DA0591.Superseded values are not recommended for survey control.
 DA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0591.See file dsdata.txt to determine how the superseded data were derived.
 DA0591
 DA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB344363(NAD 83)
 DA0591_MARKER: DB = BENCH MARK DISK
 DA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0591_STAMPING: C 36 1933 896.534
 DA0591_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0591+STABILITY: SURFACE MOTION
 DA0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0591+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0591
 DA0591  HISTORY     - Date     Condition        Report By
 DA0591  HISTORY     - 1933     MONUMENTED       CGS
 DA0591  HISTORY     - 1953     GOOD             NGS
 DA0591  HISTORY     - 1980     GOOD             NGS
 DA0591  HISTORY     - 20010730 GOOD             NGS
 DA0591  HISTORY     - 20060128 GOOD             USPSQD
 DA0591  HISTORY     - 20060128 GOOD             USPSQD
 DA0591
 DA0591                          STATION DESCRIPTION
 DA0591
 DA0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0591'7.2 MI S FROM GILA BEND.
 DA0591'7.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0591'COMPANY RAILROAD STATION AT GILA BEND, 0.15 MILE NORTH OF TUCSON,
 DA0591'CORNELIA AND GILA BEND RAILROAD BRIDGE 76, 13-3/4 POLES SOUTH OF
 DA0591'MILEPOLE 7, 95.6 FEET WEST OF THE WEST RAIL, 63 FEET NORTH OF AN IRON
 DA0591'TELEPHONE POLE, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.9
 DA0591'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 DA0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0591'GROUND.
 DA0591
 DA0591                          STATION RECOVERY (1980)
 DA0591
 DA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0591'11.4 KM (7.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0591'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.55 KM (0.35
 DA0591'MI) SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 7, 0.25 KM (0.15 MI)
 DA0591'NORTHEAST OF RAILWAY BRIDGE NUMBER 76, 29.1 METERS (95.6 FT) NORTHWEST
 DA0591'OF THE NORTHWEST RAIL OF THE TRACKS, 32.9 METERS (108 FT) SOUTHEAST
 DA0591'OF THE CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT) NORTHEAST
 DA0591'OF AN IRON TELEGRAPH POLE, 0.3 METER (1.0 FT) SOUTHEAST OF THE
 DA0591'RIGHT-OF-WAY FENCE LINE.
 DA0591'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0591'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0591
 DA0591                          STATION RECOVERY (2001)
 DA0591
 DA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0591'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0591
 DA0591                          STATION RECOVERY (2006)
 DA0591
 DA0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0591'RECOVERED AS DESCRIBED.
 DA0591
 DA0591                          STATION RECOVERY (2006)
 DA0591
 DA0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0591'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0610 ***********************************************************************
 DA0610  DESIGNATION -  C 360
 DA0610  PID         -  DA0610
 DA0610  STATE/COUNTY-  AZ/MARICOPA
 DA0610  USGS QUAD   -  GILA BEND (1973)
 DA0610
 DA0610                         *CURRENT SURVEY CONTROL
 DA0610  ___________________________________________________________________
 DA0610* NAD 83(1986)-  32 57 23.     (N)    112 39 28.     (W)     SCALED    
 DA0610* NAVD 88     -       251.20   (+/-2cm)     824.1    (feet)  VERTCON   
 DA0610  ___________________________________________________________________
 DA0610  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0610
 DA0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0610
 DA0610.The horizontal coordinates were scaled from a topographic map and have
 DA0610.an estimated accuracy of +/- 6 seconds.
 DA0610
 DA0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0610.The vertical order pertains to the NGVD 29 superseded value.
 DA0610
 DA0610.The geoid height was determined by GEOID03.
 DA0610
 DA0610;                    North         East    Units  Estimated Accuracy
 DA0610;SPC AZ C     -   217,160.      144,070.      MT  (+/- 180 meters Scaled)
 DA0610
 DA0610                          SUPERSEDED SURVEY CONTROL
 DA0610
 DA0610  NGVD 29 (??/??/92)  250.584  (m)          822.12   (f) ADJ UNCH    1 2
 DA0610
 DA0610.Superseded values are not recommended for survey control.
 DA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0610.See file dsdata.txt to determine how the superseded data were derived.
 DA0610
 DA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB450476(NAD 83)
 DA0610_MARKER: DB = BENCH MARK DISK
 DA0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0610_SP_SET: ABUTMENT
 DA0610_STAMPING: C 360 1967
 DA0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0610
 DA0610  HISTORY     - Date     Condition        Report By
 DA0610  HISTORY     - 1967     MONUMENTED       CGS
 DA0610  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0610  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0610  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DA0610
 DA0610                          STATION DESCRIPTION
 DA0610
 DA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0610'3.45 MI E FROM GILA BEND.
 DA0610'3.45 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0610'AT GILA BEND, IN S 34, T 5 S, R 4 W, 7 FEET NORTH OF THE NORTH RAIL OF
 DA0610'THE MAIN TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 DA0610'ABUTMENT OF CONCRETE RAILROAD BRIDGE 5, AND ABOUT 1 1/2 FEET BELOW THE
 DA0610'LEVEL OF THE TRACKS.
 DA0610
 DA0610                          STATION RECOVERY (1980)
 DA0610
 DA0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0610'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW BRIDGE HAS BEEN
 DA0610'BUILT.
 DA0610
 DA0610                          STATION RECOVERY (1980)
 DA0610
 DA0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0610'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW BRIDGE HAS BEEN
 DA0610'BUILT.
 DA0610
 DA0610                          STATION RECOVERY (1994)
 DA0610
 DA0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0824 ***********************************************************************
 DV0824  DESIGNATION -  C 361
 DV0824  PID         -  DV0824
 DV0824  STATE/COUNTY-  AZ/MARICOPA
 DV0824  USGS QUAD   -  COTTON CENTER (1973)
 DV0824
 DV0824                         *CURRENT SURVEY CONTROL
 DV0824  ___________________________________________________________________
 DV0824* NAD 83(1986)-  33 00 15.     (N)    112 39 58.     (W)     SCALED    
 DV0824* NAVD 88     -       224.948  (meters)     738.02   (feet)  ADJUSTED  
 DV0824  ___________________________________________________________________
 DV0824  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV0824  DYNAMIC HT  -         224.684 (meters)     737.15  (feet)  COMP
 DV0824  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV0824
 DV0824  VERT ORDER  -  FIRST     CLASS II
 DV0824
 DV0824.The horizontal coordinates were scaled from a topographic map and have
 DV0824.an estimated accuracy of +/- 6 seconds.
 DV0824
 DV0824.The orthometric height was determined by differential leveling
 DV0824.and adjusted by the National Geodetic Survey in June 1991..
 DV0824
 DV0824.The geoid height was determined by GEOID03.
 DV0824
 DV0824.The dynamic height is computed by dividing the NAVD 88
 DV0824.geopotential number by the normal gravity value computed on the
 DV0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0824.degrees latitude (g = 980.6199 gals.).
 DV0824
 DV0824.The modeled gravity was interpolated from observed gravity values.
 DV0824
 DV0824;                    North         East    Units  Estimated Accuracy
 DV0824;SPC AZ C     -   222,460.      143,330.      MT  (+/- 180 meters Scaled)
 DV0824
 DV0824                          SUPERSEDED SURVEY CONTROL
 DV0824
 DV0824  NGVD 29 (??/??/92)  224.321  (m)          735.96   (f) ADJ UNCH    1 2
 DV0824
 DV0824.Superseded values are not recommended for survey control.
 DV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0824.See file dsdata.txt to determine how the superseded data were derived.
 DV0824
 DV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB443529(NAD 83)
 DV0824_MARKER: DB = BENCH MARK DISK
 DV0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0824_STAMPING: C 361 1967
 DV0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0824+STABILITY: SURFACE MOTION
 DV0824
 DV0824  HISTORY     - Date     Condition        Report By
 DV0824  HISTORY     - 1967     MONUMENTED       CGS
 DV0824  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV0824
 DV0824                          STATION DESCRIPTION
 DV0824
 DV0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0824'5.1 MI N FROM GILA BEND.
 DV0824'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0824'GILA BEND, THENCE 4.25 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0824'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 9, T 5 S, R 4 W 48 FEET WEST OF
 DV0824'THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE NORTH END OF
 DV0824'A CONCRETE HEAD WALL, 36 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 DV0824'LEADING WEST, 22 FEET NORTH OF POWER POLE NUMBER 10-13, 2 FEET EAST OF
 DV0824'A FENCE, 2.0 FEET NORTHWEST OF A 4 BY 4-INCH WOODEN WITNESS POST,
 DV0824'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0824'CONCRETE POST PROJECTING 6 INCHES.
 DV0824
 DV0824                          STATION RECOVERY (1981)
 DV0824
 DV0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0824'THIS MARK WILL BE DESTROYED AFTER IT IS LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0774 ***********************************************************************
 DV0774  DESIGNATION -  C 362
 DV0774  PID         -  DV0774
 DV0774  STATE/COUNTY-  AZ/MARICOPA
 DV0774  USGS QUAD   -  WINTERSBURG (1984)
 DV0774
 DV0774                         *CURRENT SURVEY CONTROL
 DV0774  ___________________________________________________________________
 DV0774* NAD 83(1992)-  33 24 03.41206(N)    112 49 18.42473(W)     ADJUSTED  
 DV0774* NAVD 88     -       290.644  (meters)     953.55   (feet)  ADJUSTED  
 DV0774  ___________________________________________________________________
 DV0774  X           -  -2,067,458.819 (meters)                     COMP
 DV0774  Y           -  -4,913,060.273 (meters)                     COMP
 DV0774  Z           -   3,491,310.849 (meters)                     COMP
 DV0774  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DV0774  ELLIP HEIGHT-         259.72  (meters)          (09/30/99) GPS OBS
 DV0774  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0774  DYNAMIC HT  -         290.310 (meters)     952.46  (feet)  COMP
 DV0774  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DV0774
 DV0774  HORZ ORDER  -  A
 DV0774  VERT ORDER  -  FIRST     CLASS II
 DV0774  ELLP ORDER  -  THIRD     CLASS I
 DV0774
 DV0774.The horizontal coordinates were established by GPS observations
 DV0774.and adjusted by the National Geodetic Survey in September 1999..
 DV0774
 DV0774.The orthometric height was determined by differential leveling
 DV0774.and adjusted by the National Geodetic Survey in June 1991..
 DV0774
 DV0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0774
 DV0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0774
 DV0774.The ellipsoidal height was determined by GPS observations
 DV0774.and is referenced to NAD 83.
 DV0774
 DV0774.The geoid height was determined by GEOID03.
 DV0774
 DV0774.The dynamic height is computed by dividing the NAVD 88
 DV0774.geopotential number by the normal gravity value computed on the
 DV0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0774.degrees latitude (g = 980.6199 gals.).
 DV0774
 DV0774.The modeled gravity was interpolated from observed gravity values.
 DV0774
 DV0774;                    North         East     Units Scale Factor Converg.
 DV0774;SPC AZ C     -   266,581.536   129,165.500   MT  0.99998737   -0 29 53.9
 DV0774;SPC AZ C     -   874,611.34    423,771.33   iFT  0.99998737   -0 29 53.9
 DV0774;UTM  12      - 3,697,220.528   330,579.043   MT  0.99995389   -1 00 11.2
 DV0774
 DV0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0774!SPC AZ C     -   0.99995923  x   0.99998737  =   0.99994660
 DV0774!UTM  12      -   0.99995923  x   0.99995389  =   0.99991312
 DV0774
 DV0774                          SUPERSEDED SURVEY CONTROL
 DV0774
 DV0774  NAVD 88 (09/30/99)  290.64   (m)          953.5    (f) LEVELING    3  
 DV0774  NGVD 29 (??/??/92)  290.031  (m)          951.54   (f) ADJ UNCH    1 2
 DV0774
 DV0774.Superseded values are not recommended for survey control.
 DV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0774.See file dsdata.txt to determine how the superseded data were derived.
 DV0774
 DV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3057997221(NAD 83)
 DV0774_MARKER: DB = BENCH MARK DISK
 DV0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0774_SP_SET: 12 FEET
 DV0774_STAMPING: C 362 1967
 DV0774_MARK LOGO: CGS   
 DV0774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DV0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0774+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV0774
 DV0774  HISTORY     - Date     Condition        Report By
 DV0774  HISTORY     - 1967     MONUMENTED       CGS
 DV0774  HISTORY     - 1981     GOOD             NGS
 DV0774  HISTORY     - 19990202 GOOD             RBFAME
 DV0774  HISTORY     - 20000401 GOOD             MCDOT
 DV0774
 DV0774                          STATION DESCRIPTION
 DV0774
 DV0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0774'6.8 MI NW FROM HASSAYAMPA.
 DV0774'6.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0774'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 25, T 1 N, R 6 W,
 DV0774'0.2 MILE NORTHWEST OF THE THOMAS FARMHOUSE WHICH IS LOCATED ON A SMALL
 DV0774'HILL AND SURROUNDED BY A SMALL GROVE OF TREES, 51 FEET NORTHEAST OF
 DV0774'THE CENTER LINE OF THE ROAD, 9 FEET EAST OF POWER POLE NUMBER 10, 2.0
 DV0774'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DV0774'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DV0774'A DEPTH OF 12 FEET AND IS ENCASED IN A 5 INCH IRON PIPE WHICH PROJECTS
 DV0774'7 INCHES.
 DV0774
 DV0774                          STATION RECOVERY (1981)
 DV0774
 DV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0774'RECOVERED IN GOOD CONDITION.
 DV0774
 DV0774                          STATION RECOVERY (1999)
 DV0774
 DV0774'RECOVERY NOTE BY RBF/AMERICAN ENGINEERING 1999 (JCE)
 DV0774'RECOVERED AS DESCRIBED.  THE STATION CAN ALSO BE REACHED FROM THE
 DV0774'INTERSECTION OF INTERSTATE HIGHWAY 10 AND WINTERSBURG ROAD, ABOUT 4.5
 DV0774'MI (7.2 KM) NORTH OF WINTERSBURG, BY GOING SOUTH FOR 4.2 MI (6.8 KM)
 DV0774'ON WINTERSBURG ROAD TO THE INTERSECTION OF SALOME HIGHWAY.  TURN LEFT
 DV0774'AND GO EAST-SOUTHEAST FOR 3.1 MI (5.0 KM) ON SALOME HIGHWAY TO THE
 DV0774'STATION ON LEFT.
 DV0774
 DV0774                          STATION RECOVERY (2000)
 DV0774
 DV0774'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0973 ***********************************************************************
 CZ0973  DESIGNATION -  C 363
 CZ0973  PID         -  CZ0973
 CZ0973  STATE/COUNTY-  AZ/PINAL
 CZ0973  USGS QUAD   -  STANFIELD (1992)
 CZ0973
 CZ0973                         *CURRENT SURVEY CONTROL
 CZ0973  ___________________________________________________________________
 CZ0973* NAD 83(1986)-  32 58 03.     (N)    111 54 14.     (W)     SCALED    
 CZ0973* NAVD 88     -       398.698  (meters)    1308.06   (feet)  ADJUSTED  
 CZ0973  ___________________________________________________________________
 CZ0973  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ0973  DYNAMIC HT  -         398.216 (meters)    1306.48  (feet)  COMP
 CZ0973  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 CZ0973  OBS GRAVITY -     979,414.9   (mgal)                       GRAV_OBS
 CZ0973
 CZ0973  VERT ORDER  -  FIRST     CLASS II
 CZ0973
 CZ0973.The horizontal coordinates were scaled from a topographic map and have
 CZ0973.an estimated accuracy of +/- 6 seconds.
 CZ0973
 CZ0973.The orthometric height was determined by differential leveling
 CZ0973.and adjusted by the National Geodetic Survey in June 1991..
 CZ0973
 CZ0973.The geoid height was determined by GEOID03.
 CZ0973
 CZ0973.The dynamic height is computed by dividing the NAVD 88
 CZ0973.geopotential number by the normal gravity value computed on the
 CZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0973.degrees latitude (g = 980.6199 gals.).
 CZ0973
 CZ0973.The modeled gravity was interpolated from observed gravity values.
 CZ0973.The observed gravity was obtained from relative gravimeter ties
 CZ0973.to the IGSN71 gravity network.
 CZ0973
 CZ0973;                    North         East    Units  Estimated Accuracy
 CZ0973;SPC AZ C     -   218,150.      214,550.      MT  (+/- 180 meters Scaled)
 CZ0973
 CZ0973                          SUPERSEDED SURVEY CONTROL
 CZ0973
 CZ0973  NGVD 29 (??/??/92)  398.198  (m)         1306.42   (f) ADJ UNCH    1 2
 CZ0973
 CZ0973.Superseded values are not recommended for survey control.
 CZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0973.See file dsdata.txt to determine how the superseded data were derived.
 CZ0973
 CZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB155480(NAD 83)
 CZ0973_MARKER: DB = BENCH MARK DISK
 CZ0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0973_SP_SET: ABUTMENT
 CZ0973_STAMPING: C 363 1967
 CZ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0973
 CZ0973  HISTORY     - Date     Condition        Report By
 CZ0973  HISTORY     - 1967     MONUMENTED       CGS
 CZ0973  HISTORY     - 1980     GOOD             NGS
 CZ0973  HISTORY     - 1980     GOOD             NGS
 CZ0973
 CZ0973                          STATION DESCRIPTION
 CZ0973
 CZ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0973'10.6 MI SE FROM MARICOPA.
 CZ0973'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0973'MARICOPA, THENCE 10.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0973'RAILROAD, OR ABOUT 11.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0973'RAILROAD FROM THE STATION AT CASA GRANDE, IN S 24, R 4 E, T 5 S, 4 1/2
 CZ0973'POLES SOUTHEAST OF MILEPOST NUMBER 908, 6 1/2 FEET NORTHEAST OF THE
 CZ0973'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, SET IN THE TOP OF THE
 CZ0973'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 CZ0973'NUMBER 908.16, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ0973
 CZ0973                          STATION RECOVERY (1980)
 CZ0973
 CZ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0973'RECOVERED IN GOOD CONDITION.
 CZ0973
 CZ0973                          STATION RECOVERY (1980)
 CZ0973
 CZ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0377 ***********************************************************************
 CZ0377  DESIGNATION -  C 364
 CZ0377  PID         -  CZ0377
 CZ0377  STATE/COUNTY-  AZ/PINAL
 CZ0377  USGS QUAD   -  PICACHO RESERVOIR (1992)
 CZ0377
 CZ0377                         *CURRENT SURVEY CONTROL
 CZ0377  ___________________________________________________________________
 CZ0377* NAD 83(1986)-  32 51 44.     (N)    111 29 19.     (W)     SCALED    
 CZ0377* NAVD 88     -       451.510  (meters)    1481.33   (feet)  ADJUSTED  
 CZ0377  ___________________________________________________________________
 CZ0377  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0377  DYNAMIC HT  -         450.947 (meters)    1479.48  (feet)  COMP
 CZ0377  MODELED GRAV-     979,378.1   (mgal)                       NAVD 88
 CZ0377
 CZ0377  VERT ORDER  -  FIRST     CLASS II
 CZ0377
 CZ0377.The horizontal coordinates were scaled from a topographic map and have
 CZ0377.an estimated accuracy of +/- 6 seconds.
 CZ0377
 CZ0377.The orthometric height was determined by differential leveling
 CZ0377.and adjusted by the National Geodetic Survey in November 1993..
 CZ0377
 CZ0377.The geoid height was determined by GEOID03.
 CZ0377
 CZ0377.The dynamic height is computed by dividing the NAVD 88
 CZ0377.geopotential number by the normal gravity value computed on the
 CZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0377.degrees latitude (g = 980.6199 gals.).
 CZ0377
 CZ0377.The modeled gravity was interpolated from observed gravity values.
 CZ0377
 CZ0377;                    North         East    Units  Estimated Accuracy
 CZ0377;SPC AZ C     -   206,550.      253,420.      MT  (+/- 180 meters Scaled)
 CZ0377
 CZ0377                          SUPERSEDED SURVEY CONTROL
 CZ0377
 CZ0377  NGVD 29 (??/??/92)  451.381  (m)         1480.91   (f) ADJ UNCH    1 2
 CZ0377
 CZ0377.Superseded values are not recommended for survey control.
 CZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0377.See file dsdata.txt to determine how the superseded data were derived.
 CZ0377
 CZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542361(NAD 83)
 CZ0377_MARKER: DB = BENCH MARK DISK
 CZ0377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0377_SP_SET: COPPER-CLAD STEEL ROD
 CZ0377_STAMPING: C 364 1967
 CZ0377_MARK LOGO: CGS   
 CZ0377_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0377+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ0377
 CZ0377  HISTORY     - Date     Condition        Report By
 CZ0377  HISTORY     - 1967     MONUMENTED       CGS
 CZ0377  HISTORY     - 19920103 GOOD             NGS
 CZ0377
 CZ0377                          STATION DESCRIPTION
 CZ0377
 CZ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0377'12.0 MI N FROM PICACHO.
 CZ0377'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0377'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ0377'THE SOUTHERN PACIFIC RAILROAD, THENCE 1.3 MILES SOUTHEAST ALONG A DIRT
 CZ0377'ROAD ON THE NORTH BANK OF THE CASA GRANDE-FLORENCE CANAL, IN S 35 , T
 CZ0377'6 S, R 8 E, AT THE JUNCTION OF THE ROAD AND A ROAD WHICH LEADS NORTH,
 CZ0377'0.2 MILE EAST OF A CURVE IN THE CANAL, 104 FEET NORTH OF THE CENTER
 CZ0377'LINE OF THE ROAD, 41 FEET WEST OF THE CENTER LINE OF THE ROAD WHICH
 CZ0377'LEADS NORTH, 315 FEET WEST OF THE TOE OF A LEVEE, 1.3 FEET SOUTH OF A
 CZ0377'METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND ON THE TOP OF A
 CZ0377'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS
 CZ0377'ENCASED IN A 5-INCH IRON PIPE PROJECTING 3 INCHES.
 CZ0377
 CZ0377                          STATION RECOVERY (1992)
 CZ0377
 CZ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0377'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ0377'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ0377'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ0377'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.6 KM (8.45 MI)
 CZ0377'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.9 KM (1.20
 CZ0377'MI) SOUTHEASTERLY ALONG THE NORTH BANK OF THE CASA GRANDE CANAL,
 CZ0377'THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG A DIRT ROAD, 28.5 M (93.5
 CZ0377'FT) NORTH OF THE ROAD CENTER, 12.4 M (40.7 FT) WEST OF AND LEVEL WITH
 CZ0377'THE CENTER OF A DIRT ROAD LEADING NORTH, AND 0.3 M (1.0 FT) SOUTH OF
 CZ0377'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 CZ0377'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0659 ***********************************************************************
 DU0659  DESIGNATION -  C 365
 DU0659  PID         -  DU0659
 DU0659  STATE/COUNTY-  AZ/MARICOPA
 DU0659  USGS QUAD   -  BUCKHORN (1982)
 DU0659
 DU0659                         *CURRENT SURVEY CONTROL
 DU0659  ___________________________________________________________________
 DU0659* NAD 83(1986)-  33 28 50.     (N)    111 41 00.     (W)     SCALED    
 DU0659* NAVD 88     -       478.695  (meters)    1570.52   (feet)  READJUSTED
 DU0659  ___________________________________________________________________
 DU0659  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0659  DYNAMIC HT  -         478.120 (meters)    1568.63  (feet)  COMP
 DU0659  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 DU0659
 DU0659  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0659
 DU0659.The horizontal coordinates were scaled from a topographic map and have
 DU0659.an estimated accuracy of +/- 6 seconds.
 DU0659
 DU0659.The orthometric height was determined by differential leveling
 DU0659.and adjusted by the National Geodetic Survey in April 1999..
 DU0659.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0659.distribution rate of 0.0 thru 1.0 mm/km.
 DU0659.The height was derived from older observations constrained to new
 DU0659.heights in a crustal motion area.  The height is approximate in
 DU0659.relation to other heights in its vicinity.
 DU0659
 DU0659.The geoid height was determined by GEOID03.
 DU0659
 DU0659.The dynamic height is computed by dividing the NAVD 88
 DU0659.geopotential number by the normal gravity value computed on the
 DU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0659.degrees latitude (g = 980.6199 gals.).
 DU0659
 DU0659.The modeled gravity was interpolated from observed gravity values.
 DU0659
 DU0659;                    North         East    Units  Estimated Accuracy
 DU0659;SPC AZ C     -   275,070.      235,050.      MT  (+/- 180 meters Scaled)
 DU0659
 DU0659                          SUPERSEDED SURVEY CONTROL
 DU0659
 DU0659  NAVD 88 (06/15/91)  478.704  (m)         1570.55   (f) UNKNOWN     1 2
 DU0659  NGVD 29 (??/??/92)  478.125  (m)         1568.65   (f) ADJ UNCH    1 2
 DU0659
 DU0659.Superseded values are not recommended for survey control.
 DU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0659.See file dsdata.txt to determine how the superseded data were derived.
 DU0659
 DU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC365047(NAD 83)
 DU0659_MARKER: DB = BENCH MARK DISK
 DU0659_SETTING: 80 = SET IN A BOULDER
 DU0659_SP_SET: BOULDER
 DU0659_STAMPING: C 365 1967
 DU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0659+STABILITY: SURFACE MOTION
 DU0659
 DU0659  HISTORY     - Date     Condition        Report By
 DU0659  HISTORY     - 1967     MONUMENTED       CGS
 DU0659  HISTORY     - 1980     GOOD             NGS
 DU0659
 DU0659                          STATION DESCRIPTION
 DU0659
 DU0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0659'5.5 MI N FROM BUCKHORN.
 DU0659'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0659'POST OFFICE AT BUCKHORN, THENCE 4.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0659'S 31, T 2 N, R 7 E, 236 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 DU0659'341 FEET SOUTHEAST OF BENCH MARK TL-AJ-2 (U.S.E.), 128 YARDS SOUTHEAST
 DU0659'OF THE ROAD WHICH LEADS TO RED MOUNTAIN RANCH, SET IN THE TOP OF THE
 DU0659'WEST SIDE OF A ROCK OUTCROP, WEST OF A LARGE BOULDER WHICH IS LOCATED
 DU0659'IN THE CENTER OF THE OUTCROP, 0.6 FOOT SOUTHWEST OF A METAL WITNESS
 DU0659'POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0659
 DU0659                          STATION RECOVERY (1980)
 DU0659
 DU0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0717 ***********************************************************************
 DV0717  DESIGNATION -  C 366
 DV0717  PID         -  DV0717
 DV0717  STATE/COUNTY-  AZ/MARICOPA
 DV0717  USGS QUAD   -  VALENCIA (1982)
 DV0717
 DV0717                         *CURRENT SURVEY CONTROL
 DV0717  ___________________________________________________________________
 DV0717* NAD 83(1986)-  33 26 09.     (N)    112 36 40.     (W)     SCALED    
 DV0717* NAVD 88     -       350.843  (meters)    1151.06   (feet)  ADJUSTED  
 DV0717  ___________________________________________________________________
 DV0717  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0717  DYNAMIC HT  -         350.441 (meters)    1149.74  (feet)  COMP
 DV0717  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 DV0717
 DV0717  VERT ORDER  -  FIRST     CLASS II
 DV0717
 DV0717.The horizontal coordinates were scaled from a topographic map and have
 DV0717.an estimated accuracy of +/- 6 seconds.
 DV0717
 DV0717.The orthometric height was determined by differential leveling
 DV0717.and adjusted by the National Geodetic Survey in June 1991..
 DV0717
 DV0717.The geoid height was determined by GEOID03.
 DV0717
 DV0717.The dynamic height is computed by dividing the NAVD 88
 DV0717.geopotential number by the normal gravity value computed on the
 DV0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0717.degrees latitude (g = 980.6199 gals.).
 DV0717
 DV0717.The modeled gravity was interpolated from observed gravity values.
 DV0717
 DV0717;                    North         East    Units  Estimated Accuracy
 DV0717;SPC AZ C     -   270,300.      148,790.      MT  (+/- 180 meters Scaled)
 DV0717
 DV0717                          SUPERSEDED SURVEY CONTROL
 DV0717
 DV0717  NGVD 29 (??/??/92)  350.199  (m)         1148.94   (f) ADJ UNCH    1 2
 DV0717
 DV0717.Superseded values are not recommended for survey control.
 DV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0717.See file dsdata.txt to determine how the superseded data were derived.
 DV0717
 DV0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC502007(NAD 83)
 DV0717_MARKER: DB = BENCH MARK DISK
 DV0717_SETTING: 66 = SET IN ROCK OUTCROP
 DV0717_SP_SET: ROCK OUTCROP
 DV0717_STAMPING: C 366 1967
 DV0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0717+STABILITY: POSITION/ELEVATION WELL
 DV0717
 DV0717  HISTORY     - Date     Condition        Report By
 DV0717  HISTORY     - 1967     MONUMENTED       CGS
 DV0717  HISTORY     - 1981     GOOD             NGS
 DV0717  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0717
 DV0717                          STATION DESCRIPTION
 DV0717
 DV0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0717'5.15 MI NW FROM BUCKEYE.
 DV0717'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0717'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 0.9 MILE
 DV0717'NORTHWEST ALONG YUMA ROAD, THENCE 0.15 MILE SOUTHWEST, CROSS-COUNTRY,
 DV0717'IN S 12, T 1 N, R 3 W, ON THE NORTHWEST SLOPE OF A SMALL ROCKY HILL,
 DV0717'SET IN THE TOP OF THE WEST EDGE OF A LARGE ROCK OUTCROP WHICH PROJECTS
 DV0717'3 FEET ON THE WEST SIDE, 211 YARDS EAST OF A CONCRETE CROSS WHICH IS
 DV0717'ABOUT 8 FEET IN HEIGHT, 166 YARDS SOUTH OF POWER POLE NUMBER
 DV0717'25-69K5702, 78 YARDS SOUTH OF THE CENTER LINE OF A SMALL SANDY WASH,
 DV0717'AND ABOUT 36 FEET NORTHWEST OF A SMALL ROCK PINNACLE.
 DV0717
 DV0717                          STATION RECOVERY (1981)
 DV0717
 DV0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0717'RECOVERED IN GOOD CONDITION.
 DV0717
 DV0717                          STATION RECOVERY (2001)
 DV0717
 DV0717'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1086 ***********************************************************************
 DU1086  DESIGNATION -  C 367
 DU1086  PID         -  DU1086
 DU1086  STATE/COUNTY-  AZ/MARICOPA
 DU1086  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1086
 DU1086                         *CURRENT SURVEY CONTROL
 DU1086  ___________________________________________________________________
 DU1086* NAD 83(1986)-  33 31 17.     (N)    111 51 27.     (W)     SCALED    
 DU1086* NAVD 88     -       393.552  (meters)    1291.18   (feet)  READJUSTED
 DU1086  ___________________________________________________________________
 DU1086  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1086  DYNAMIC HT  -         393.090 (meters)    1289.66  (feet)  COMP
 DU1086  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1086
 DU1086  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DU1086
 DU1086.The horizontal coordinates were scaled from a topographic map and have
 DU1086.an estimated accuracy of +/- 6 seconds.
 DU1086
 DU1086.The orthometric height was determined by differential leveling
 DU1086.and adjusted by the National Geodetic Survey in July 2002..
 DU1086.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DU1086.distribution rate of 3.1 thru 4.0 mm/km.
 DU1086.The height was derived from older observations constrained to new
 DU1086.heights in a crustal motion area.  The height is approximate in
 DU1086.relation to other heights in its vicinity.
 DU1086
 DU1086.The geoid height was determined by GEOID03.
 DU1086
 DU1086.The dynamic height is computed by dividing the NAVD 88
 DU1086.geopotential number by the normal gravity value computed on the
 DU1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1086.degrees latitude (g = 980.6199 gals.).
 DU1086
 DU1086.The modeled gravity was interpolated from observed gravity values.
 DU1086
 DU1086;                    North         East    Units  Estimated Accuracy
 DU1086;SPC AZ C     -   279,570.      218,860.      MT  (+/- 180 meters Scaled)
 DU1086
 DU1086                          SUPERSEDED SURVEY CONTROL
 DU1086
 DU1086  NAVD 88 (04/19/99)  393.536  (m)         1291.13   (f) UNKNOWN     1 2
 DU1086  NAVD 88 (06/15/91)  393.555  (m)         1291.19   (f) UNKNOWN     1 2
 DU1086  NGVD 29 (??/??/92)  393.024  (m)         1289.45   (f) ADJ UNCH    1 2
 DU1086
 DU1086.Superseded values are not recommended for survey control.
 DU1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1086.See file dsdata.txt to determine how the superseded data were derived.
 DU1086
 DU1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203094(NAD 83)
 DU1086_MARKER: DB = BENCH MARK DISK
 DU1086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1086_SP_SET: CURB
 DU1086_STAMPING: C 367 1967
 DU1086_MARK LOGO: SRP   
 DU1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1086+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1999
 DU1086
 DU1086  HISTORY     - Date     Condition        Report By
 DU1086  HISTORY     - 1967     MONUMENTED       BIA
 DU1086  HISTORY     - 1967     GOOD             NGS
 DU1086  HISTORY     - 1981     GOOD             NGS
 DU1086  HISTORY     - 19980321 GOOD             USPSQD
 DU1086  HISTORY     - 19990307 GOOD             NGS
 DU1086
 DU1086                          STATION DESCRIPTION
 DU1086
 DU1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1086'7.5 MI NE FROM SCOTTSDALE.
 DU1086'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1086'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 4.4
 DU1086'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1086'ARIZONA CANAL, IN SECTION 17, T 2 N, R 5 E, AT THE JUNCTION OF THE
 DU1086'DIRT ROAD ALONG THE CANAL AND ALMA SCHOOL ROAD, 16 FEET NORTHEAST OF
 DU1086'THE CENTER LINE OF THE DIRT ROAD PARALLELING THE CANAL, 16 FEET WEST
 DU1086'OF THE CENTER LINE OF ALMA SCHOOL ROAD, SET IN THE TOP AND 2 FEET
 DU1086'NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE ALMA SCHOOL
 DU1086'ROAD BRIDGE OVER THE ARIZONA CANAL, AND ABOUT 10 INCHES ABOVE THE
 DU1086'LEVEL OF THE ROAD.
 DU1086
 DU1086                          STATION RECOVERY (1981)
 DU1086
 DU1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1086'5.5 KILOMETERS (3.45 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1086'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1086'SOUTH END OF THE BRIDGE CURB AT THE SOUTHWEST CORNER OF THE ALMA
 DU1086'SCHOOL ROAD BRIDGE OVER THE ARIZONA CANAL, 4.9 METERS (16.0 FEET)
 DU1086'NORTHEAST OF THE CENTERLINE OF THE SOUTH CANAL ROAD AND 4.9 METERS
 DU1086'(16.0 FEET) WEST OF THE CENTERLINE OF ALMA SCHOOL ROAD.
 DU1086'THE MARK IS 0.3 M ABOVE ALMA SCHOOL ROAD.
 DU1086
 DU1086                          STATION RECOVERY (1998)
 DU1086
 DU1086'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1086'RECOVERED IN GOOD CONDITION.
 DU1086
 DU1086                          STATION RECOVERY (1999)
 DU1086
 DU1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1086'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1086'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1086'3.6 KM (2.25 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1086'ARIZONA CANAL, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF
 DU1086'THE WEST CONCRETE CURB OF A BRIDGE SPANNING THE ARIZONA CANAL, 4.7 M
 DU1086'(15.4 FT) WEST OF THE CENTER OF ALMA SCHOOL ROAD, 4.7 M (15.4 FT)
 DU1086'NORTHEAST OF THE ROAD CENTER, AND 0.3 1.2 M (3.9 FT) ABOVE THE LEVEL
 DU1086'OF THE ROADS.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT RIVER
 DU1086'PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER
 DU1086'(602) 319-2495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0203 ***********************************************************************
 DA0203  DESIGNATION -  C 37
 DA0203  PID         -  DA0203
 DA0203  STATE/COUNTY-  AZ/PIMA
 DA0203  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA0203
 DA0203                         *CURRENT SURVEY CONTROL
 DA0203  ___________________________________________________________________
 DA0203* NAD 83(1986)-  32 11 58.     (N)    112 29 19.     (W)     SCALED    
 DA0203* NAVD 88     -       629.22   (+/-2cm)    2064.4    (feet)  VERTCON   
 DA0203  ___________________________________________________________________
 DA0203  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0203
 DA0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0203
 DA0203.The horizontal coordinates were scaled from a topographic map and have
 DA0203.an estimated accuracy of +/- 6 seconds.
 DA0203
 DA0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0203.The vertical order pertains to the NGVD 29 superseded value.
 DA0203
 DA0203.The geoid height was determined by GEOID03.
 DA0203
 DA0203;                    North         East    Units  Estimated Accuracy
 DA0203;SPC AZ C     -   133,120.      159,440.      MT  (+/- 180 meters Scaled)
 DA0203
 DA0203                          SUPERSEDED SURVEY CONTROL
 DA0203
 DA0203  NGVD 29 (??/??/92)  628.518  (m)         2062.06   (f) ADJ UNCH    2 0
 DA0203
 DA0203.Superseded values are not recommended for survey control.
 DA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0203.See file dsdata.txt to determine how the superseded data were derived.
 DA0203
 DA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA596635(NAD 83)
 DA0203_MARKER: DB = BENCH MARK DISK
 DA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0203_STAMPING: 2062.286 C 37 1933
 DA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0203+STABILITY: SURFACE MOTION
 DA0203
 DA0203  HISTORY     - Date     Condition        Report By
 DA0203  HISTORY     - 1933     MONUMENTED       CGS
 DA0203  HISTORY     - 1934     GOOD             NGS
 DA0203  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0203
 DA0203                          STATION DESCRIPTION
 DA0203
 DA0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0203'27.6 MI E FROM AJO.
 DA0203'27.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA AND
 DA0203'GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD AJO-TUCSON
 DA0203'HIGHWAY, 0.3 MILE EAST OF A DIP IN THE HIGHWAY, AND 48 FEET NORTH OF
 DA0203'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2062.286 C 37
 DA0203'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA0203'GROUND.
 DA0203
 DA0203                          STATION RECOVERY (1988)
 DA0203
 DA0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (SGD)
 DA0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0191 ***********************************************************************
 FR0191  DESIGNATION -  C 385
 FR0191  PID         -  FR0191
 FR0191  STATE/COUNTY-  AZ/YAVAPAI
 FR0191  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0191
 FR0191                         *CURRENT SURVEY CONTROL
 FR0191  ___________________________________________________________________
 FR0191* NAD 83(1986)-  35 20 22.     (N)    112 57 04.     (W)     SCALED    
 FR0191* NAVD 88     -      1635.366  (meters)    5365.36   (feet)  ADJUSTED  
 FR0191  ___________________________________________________________________
 FR0191  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0191  DYNAMIC HT  -        1633.233 (meters)    5358.37  (feet)  COMP
 FR0191  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 FR0191
 FR0191  VERT ORDER  -  FIRST     CLASS II
 FR0191
 FR0191.The horizontal coordinates were scaled from a topographic map and have
 FR0191.an estimated accuracy of +/- 6 seconds.
 FR0191
 FR0191.The orthometric height was determined by differential leveling
 FR0191.and adjusted by the National Geodetic Survey in June 1991..
 FR0191
 FR0191.The geoid height was determined by GEOID03.
 FR0191
 FR0191.The dynamic height is computed by dividing the NAVD 88
 FR0191.geopotential number by the normal gravity value computed on the
 FR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0191.degrees latitude (g = 980.6199 gals.).
 FR0191
 FR0191.The modeled gravity was interpolated from observed gravity values.
 FR0191
 FR0191;                    North         East    Units  Estimated Accuracy
 FR0191;SPC AZ C     -   481,720.      119,330.      MT  (+/- 180 meters Scaled)
 FR0191
 FR0191                          SUPERSEDED SURVEY CONTROL
 FR0191
 FR0191  NGVD 29 (??/??/92) 1634.483  (m)         5362.47   (f) ADJ UNCH    1 2
 FR0191
 FR0191.Superseded values are not recommended for survey control.
 FR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0191.See file dsdata.txt to determine how the superseded data were derived.
 FR0191
 FR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE226124(NAD 83)
 FR0191_MARKER: DB = BENCH MARK DISK
 FR0191_SETTING: 66 = SET IN ROCK OUTCROP
 FR0191_SP_SET: OUTCROP
 FR0191_STAMPING: C 385 1968
 FR0191_MARK LOGO: CGS   
 FR0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0191+STABILITY: POSITION/ELEVATION WELL
 FR0191
 FR0191  HISTORY     - Date     Condition        Report By
 FR0191  HISTORY     - 1968     MONUMENTED       CGS
 FR0191  HISTORY     - 1982     GOOD             NGS
 FR0191
 FR0191                          STATION DESCRIPTION
 FR0191
 FR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0191'4.4 MI W FROM SELIGMAN.
 FR0191'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0191'THE STATION AT SELIGMAN, 0.2 MILE WEST OF MILEPOST 433, DIRECTLY
 FR0191'ACROSS U.S. HIGHWAY 66 FROM A LARGE RED ROCK CUT, IN THE TOP OF THE
 FR0191'LEDGE OF AN OUTCROP, 73.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 FR0191'TRACK, 80 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH
 FR0191'OF A TELEPHONE POLE WITH A GUY WIRE, 13 FEET WEST OF POWER POLE 64 PS
 FR0191'62804 WITH TWO GUY WIRES, 1.2 FEET EAST OF A WITNESS POST, AND ABOUT 9
 FR0191'1/2 FEET HIGHER THAN THE TRACK.
 FR0191
 FR0191                          STATION RECOVERY (1982)
 FR0191
 FR0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0314 ***********************************************************************
 FR0314  DESIGNATION -  C 386
 FR0314  PID         -  FR0314
 FR0314  STATE/COUNTY-  AZ/COCONINO
 FR0314  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0314
 FR0314                         *CURRENT SURVEY CONTROL
 FR0314  ___________________________________________________________________
 FR0314* NAD 83(1986)-  35 38 34.     (N)    112 54 28.     (W)     SCALED    
 FR0314* NAVD 88     -      1899.434  (meters)    6231.73   (feet)  POSTED    
 FR0314  ___________________________________________________________________
 FR0314  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FR0314  DYNAMIC HT  -        1896.910 (meters)    6223.45  (feet)  COMP
 FR0314  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 FR0314
 FR0314  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0314
 FR0314.The horizontal coordinates were scaled from a topographic map and have
 FR0314.an estimated accuracy of +/- 6 seconds.
 FR0314
 FR0314.The orthometric height was determined by differential leveling
 FR0314.and adjusted by the National Geodetic Survey in 1992..
 FR0314.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0314.rate of 0.0 thru 1.0 mm/km.
 FR0314
 FR0314.The geoid height was determined by GEOID03.
 FR0314
 FR0314.The dynamic height is computed by dividing the NAVD 88
 FR0314.geopotential number by the normal gravity value computed on the
 FR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0314.degrees latitude (g = 980.6199 gals.).
 FR0314
 FR0314.The modeled gravity was interpolated from observed gravity values.
 FR0314
 FR0314;                    North         East    Units  Estimated Accuracy
 FR0314;SPC AZ C     -   515,330.      123,600.      MT  (+/- 180 meters Scaled)
 FR0314
 FR0314                          SUPERSEDED SURVEY CONTROL
 FR0314
 FR0314  NGVD 29 (??/??/92) 1898.525  (m)         6228.74   (f) ADJ UNCH    2 0
 FR0314
 FR0314.Superseded values are not recommended for survey control.
 FR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0314.See file dsdata.txt to determine how the superseded data were derived.
 FR0314
 FR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE272460(NAD 83)
 FR0314_MARKER: DB = BENCH MARK DISK
 FR0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0314_SP_SET: FOUNDATION
 FR0314_STAMPING: C 386 1968
 FR0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0314
 FR0314  HISTORY     - Date     Condition        Report By
 FR0314  HISTORY     - 1968     MONUMENTED       CGS
 FR0314
 FR0314                          STATION DESCRIPTION
 FR0314
 FR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0314'25.95 MI N FROM SELIGMAN.
 FR0314'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0314'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0314'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, AT THE JUNCTION OF A
 FR0314'DIRT ROAD ALONG A POWER LINE, 7.0 MILES SOUTH OF ROSE WELL, IN THE TOP
 FR0314'OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF STEEL TOWER 878 OF
 FR0314'A POWER TRANSMISSION LINE, 110 YARDS WEST OF THE CENTER LINE OF THE
 FR0314'ROAD MEASURED FROM THE CENTER OF THE JUNCTION, 50 FEET SOUTH OF THE
 FR0314'CENTER LINE OF THE DIRT ROAD, AND ABOUT 12 FEET HIGHER THAN THE CENTER
 FR0314'OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0326 ***********************************************************************
 FR0326  DESIGNATION -  C 387
 FR0326  PID         -  FR0326
 FR0326  STATE/COUNTY-  AZ/COCONINO
 FR0326  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0326
 FR0326                         *CURRENT SURVEY CONTROL
 FR0326  ___________________________________________________________________
 FR0326* NAD 83(1986)-  35 40 58.     (N)    112 46 22.     (W)     SCALED    
 FR0326* NAVD 88     -      1941.815  (meters)    6370.77   (feet)  POSTED    
 FR0326  ___________________________________________________________________
 FR0326  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FR0326  DYNAMIC HT  -        1939.270 (meters)    6362.42  (feet)  COMP
 FR0326  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 FR0326
 FR0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0326
 FR0326.The horizontal coordinates were scaled from a topographic map and have
 FR0326.an estimated accuracy of +/- 6 seconds.
 FR0326
 FR0326.The orthometric height was determined by differential leveling
 FR0326.and adjusted by the National Geodetic Survey in 1992..
 FR0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0326.rate of 0.0 thru 1.0 mm/km.
 FR0326
 FR0326.The geoid height was determined by GEOID03.
 FR0326
 FR0326.The dynamic height is computed by dividing the NAVD 88
 FR0326.geopotential number by the normal gravity value computed on the
 FR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0326.degrees latitude (g = 980.6199 gals.).
 FR0326
 FR0326.The modeled gravity was interpolated from observed gravity values.
 FR0326
 FR0326;                    North         East    Units  Estimated Accuracy
 FR0326;SPC AZ C     -   519,660.      135,870.      MT  (+/- 180 meters Scaled)
 FR0326
 FR0326                          SUPERSEDED SURVEY CONTROL
 FR0326
 FR0326  NGVD 29 (??/??/92) 1940.948  (m)         6367.93   (f) ADJ UNCH    2 0
 FR0326
 FR0326.Superseded values are not recommended for survey control.
 FR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0326.See file dsdata.txt to determine how the superseded data were derived.
 FR0326
 FR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE395502(NAD 83)
 FR0326_MARKER: DB = BENCH MARK DISK
 FR0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0326_SP_SET: FOUNDATION
 FR0326_STAMPING: C 387 1968
 FR0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0326
 FR0326  HISTORY     - Date     Condition        Report By
 FR0326  HISTORY     - 1968     MONUMENTED       CGS
 FR0326
 FR0326                          STATION DESCRIPTION
 FR0326
 FR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0326'34.7 MI N FROM SELIGMAN.
 FR0326'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0326'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0326'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 8.75 MILES EAST
 FR0326'ALONG A DIRT ROAD ALONG A POWER LINE, 30.45 MILES WEST OF WILLAHA, 1
 FR0326'TOWER EAST OF BENCH MARK B 387, ON THE TOP OF A RIDGE, AT A POINT
 FR0326'WHERE THE POWER LINE STARTS DECLINE TO VALLEY FLOOR, IN THE TOP OF THE
 FR0326'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 853, ABOUT 2
 FR0326'FEET HIGHER THAN THE ROAD, AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0339 ***********************************************************************
 FR0339  DESIGNATION -  C 388
 FR0339  PID         -  FR0339
 FR0339  STATE/COUNTY-  AZ/COCONINO
 FR0339  USGS QUAD   -  TIN HOUSE (1980)
 FR0339
 FR0339                         *CURRENT SURVEY CONTROL
 FR0339  ___________________________________________________________________
 FR0339* NAD 83(1986)-  35 42 57.     (N)    112 35 50.     (W)     SCALED    
 FR0339* NAVD 88     -      1704.998  (meters)    5593.81   (feet)  POSTED    
 FR0339  ___________________________________________________________________
 FR0339  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FR0339  DYNAMIC HT  -        1702.810 (meters)    5586.64  (feet)  COMP
 FR0339  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 FR0339
 FR0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0339
 FR0339.The horizontal coordinates were scaled from a topographic map and have
 FR0339.an estimated accuracy of +/- 6 seconds.
 FR0339
 FR0339.The orthometric height was determined by differential leveling
 FR0339.and adjusted by the National Geodetic Survey in 1992..
 FR0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0339.rate of 0.0 thru 1.0 mm/km.
 FR0339
 FR0339.The geoid height was determined by GEOID03.
 FR0339
 FR0339.The dynamic height is computed by dividing the NAVD 88
 FR0339.geopotential number by the normal gravity value computed on the
 FR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0339.degrees latitude (g = 980.6199 gals.).
 FR0339
 FR0339.The modeled gravity was interpolated from observed gravity values.
 FR0339
 FR0339;                    North         East    Units  Estimated Accuracy
 FR0339;SPC AZ C     -   523,200.      151,790.      MT  (+/- 180 meters Scaled)
 FR0339
 FR0339                          SUPERSEDED SURVEY CONTROL
 FR0339
 FR0339  NGVD 29 (??/??/92) 1704.158  (m)         5591.06   (f) ADJ UNCH    2 0
 FR0339
 FR0339.Superseded values are not recommended for survey control.
 FR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0339.See file dsdata.txt to determine how the superseded data were derived.
 FR0339
 FR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE555536(NAD 83)
 FR0339_MARKER: DB = BENCH MARK DISK
 FR0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0339_SP_SET: FOUNDATION
 FR0339_STAMPING: C 388 1968
 FR0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0339
 FR0339  HISTORY     - Date     Condition        Report By
 FR0339  HISTORY     - 1968     MONUMENTED       CGS
 FR0339
 FR0339                          STATION DESCRIPTION
 FR0339
 FR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0339'20.05 MI W FROM WILLAHA.
 FR0339'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0339'THE SIDING SIGN AT WILLAHA, THENCE 19.25 MILES WEST ALONG A STEEL
 FR0339'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK B 388, IN THE TOP OF THE
 FR0339'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 821, 42 FEET
 FR0339'NORTH OF THE CENTER LINE OF A ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 FR0339'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0357 ***********************************************************************
 FR0357  DESIGNATION -  C 389
 FR0357  PID         -  FR0357
 FR0357  STATE/COUNTY-  AZ/COCONINO
 FR0357  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0357
 FR0357                         *CURRENT SURVEY CONTROL
 FR0357  ___________________________________________________________________
 FR0357* NAD 83(1986)-  35 50 19.     (N)    112 44 03.     (W)     SCALED    
 FR0357* NAVD 88     -      1727.778  (meters)    5668.55   (feet)  POSTED    
 FR0357  ___________________________________________________________________
 FR0357  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0357  DYNAMIC HT  -        1725.560 (meters)    5661.27  (feet)  COMP
 FR0357  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 FR0357
 FR0357  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0357
 FR0357.The horizontal coordinates were scaled from a topographic map and have
 FR0357.an estimated accuracy of +/- 6 seconds.
 FR0357
 FR0357.The orthometric height was determined by differential leveling
 FR0357.and adjusted by the National Geodetic Survey in 1992..
 FR0357.No vertical observational check was made to the station.
 FR0357.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0357.was located on a no-check spur therefore a value was not computed.
 FR0357
 FR0357.The geoid height was determined by GEOID03.
 FR0357
 FR0357.The dynamic height is computed by dividing the NAVD 88
 FR0357.geopotential number by the normal gravity value computed on the
 FR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0357.degrees latitude (g = 980.6199 gals.).
 FR0357
 FR0357.The modeled gravity was interpolated from observed gravity values.
 FR0357
 FR0357;                    North         East    Units  Estimated Accuracy
 FR0357;SPC AZ C     -   536,920.      139,510.      MT  (+/- 180 meters Scaled)
 FR0357
 FR0357                          SUPERSEDED SURVEY CONTROL
 FR0357
 FR0357  NGVD 29 (??/??/92) 1726.905  (m)         5665.69   (f) ADJ UNCH    2 0
 FR0357
 FR0357.Superseded values are not recommended for survey control.
 FR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0357.See file dsdata.txt to determine how the superseded data were derived.
 FR0357
 FR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433674(NAD 83)
 FR0357_MARKER: DB = BENCH MARK DISK
 FR0357_SETTING: 66 = SET IN ROCK OUTCROP
 FR0357_SP_SET: OUTCROP LEDGE
 FR0357_STAMPING: C 389 1968
 FR0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0357+STABILITY: POSITION/ELEVATION WELL
 FR0357
 FR0357  HISTORY     - Date     Condition        Report By
 FR0357  HISTORY     - 1968     MONUMENTED       CGS
 FR0357
 FR0357                          STATION DESCRIPTION
 FR0357
 FR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0357'35.7 MI NW FROM WILLAHA.
 FR0357'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0357'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0357'TOWER POWER LINE, THENCE 11.25 MILES NORTH ALONG A TRACK ROAD, IN THE
 FR0357'TOP OF A 4- BY 6-FOOT LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1/2
 FR0357'FOOT ABOVE THE GROUND, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0357'1.0 FOOT SOUTH OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 FR0357'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0809 ***********************************************************************
 CZ0809  DESIGNATION -  C 39
 CZ0809  PID         -  CZ0809
 CZ0809  STATE/COUNTY-  AZ/PIMA
 CZ0809  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0809
 CZ0809                         *CURRENT SURVEY CONTROL
 CZ0809  ___________________________________________________________________
 CZ0809* NAD 83(1986)-  32 07 16.     (N)    111 12 14.     (W)     SCALED    
 CZ0809* NAVD 88     -       743.95   (+/-2cm)    2440.8    (feet)  VERTCON   
 CZ0809  ___________________________________________________________________
 CZ0809  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0809
 CZ0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0809
 CZ0809.The horizontal coordinates were scaled from a topographic map and have
 CZ0809.an estimated accuracy of +/- 6 seconds.
 CZ0809
 CZ0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0809.The vertical order pertains to the NGVD 29 superseded value.
 CZ0809
 CZ0809.The geoid height was determined by GEOID03.
 CZ0809
 CZ0809;                    North         East    Units  Estimated Accuracy
 CZ0809;SPC AZ C     -   124,520.      280,620.      MT  (+/- 180 meters Scaled)
 CZ0809
 CZ0809                          SUPERSEDED SURVEY CONTROL
 CZ0809
 CZ0809  NGVD 29 (??/??/92)  743.259  (m)         2438.51   (f) ADJ UNCH    2 0
 CZ0809
 CZ0809.Superseded values are not recommended for survey control.
 CZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0809.See file dsdata.txt to determine how the superseded data were derived.
 CZ0809
 CZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807538(NAD 83)
 CZ0809_MARKER: DB = BENCH MARK DISK
 CZ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0809_STAMPING: C 39 1933
 CZ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0809+STABILITY: SURFACE MOTION
 CZ0809
 CZ0809  HISTORY     - Date     Condition        Report By
 CZ0809  HISTORY     - 1933     MONUMENTED       CGS
 CZ0809
 CZ0809                          STATION DESCRIPTION
 CZ0809
 CZ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0809'16.6 MI W FROM TUCSON.
 CZ0809'ON AJO-TUCSON HWY., 370 FEET EAST OF CONCRETE FACED DIP, 35 FEET NORTH
 CZ0809'OF CENTER OF HWY. IN LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0810 ***********************************************************************
 CZ0810  DESIGNATION -  C 39 RESET
 CZ0810  PID         -  CZ0810
 CZ0810  STATE/COUNTY-  AZ/PIMA
 CZ0810  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0810
 CZ0810                         *CURRENT SURVEY CONTROL
 CZ0810  ___________________________________________________________________
 CZ0810* NAD 83(1986)-  32 07 16.     (N)    111 12 14.     (W)     SCALED    
 CZ0810* NAVD 88     -       743.52   (+/-2cm)    2439.4    (feet)  VERTCON   
 CZ0810  ___________________________________________________________________
 CZ0810  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0810
 CZ0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0810
 CZ0810.The horizontal coordinates were scaled from a topographic map and have
 CZ0810.an estimated accuracy of +/- 6 seconds.
 CZ0810
 CZ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0810.The vertical order pertains to the NGVD 29 superseded value.
 CZ0810
 CZ0810.The geoid height was determined by GEOID03.
 CZ0810
 CZ0810;                    North         East    Units  Estimated Accuracy
 CZ0810;SPC AZ C     -   124,520.      280,620.      MT  (+/- 180 meters Scaled)
 CZ0810
 CZ0810                          SUPERSEDED SURVEY CONTROL
 CZ0810
 CZ0810  NGVD 29 (??/??/92)  742.839  (m)         2437.13   (f) ADJ UNCH    2 0
 CZ0810
 CZ0810.Superseded values are not recommended for survey control.
 CZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0810.See file dsdata.txt to determine how the superseded data were derived.
 CZ0810
 CZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807538(NAD 83)
 CZ0810_MARKER: DB = BENCH MARK DISK
 CZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0810_STAMPING: C 39 RESET 1935
 CZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0810+STABILITY: SURFACE MOTION
 CZ0810
 CZ0810  HISTORY     - Date     Condition        Report By
 CZ0810  HISTORY     - 1935     MONUMENTED       CGS
 CZ0810  HISTORY     - 1951     GOOD             NGS
 CZ0810  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0810  HISTORY     - 19990130 GOOD             USPSQD
 CZ0810
 CZ0810                          STATION DESCRIPTION
 CZ0810
 CZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0810'15.0 MI SW FROM TUCSON.
 CZ0810'15 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0810'STATE HIGHWAY 86, 2.3 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0810'AIRPORT, 100 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50
 CZ0810'FEET NORTHWEST OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ0810'ABOUT 1 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0810'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0810
 CZ0810                          STATION RECOVERY (1995)
 CZ0810
 CZ0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0810'MARK NOT FOUND.
 CZ0810
 CZ0810                          STATION RECOVERY (1999)
 CZ0810
 CZ0810'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0063 ***********************************************************************
 EU0063  DESIGNATION -  C 391
 EU0063  PID         -  EU0063
 EU0063  STATE/COUNTY-  AZ/MOHAVE
 EU0063  USGS QUAD   -  YUCCA (1970)
 EU0063
 EU0063                         *CURRENT SURVEY CONTROL
 EU0063  ___________________________________________________________________
 EU0063* NAD 83(1986)-  34 46 28.     (N)    114 11 26.     (W)     SCALED    
 EU0063* NAVD 88     -       426.809  (meters)    1400.29   (feet)  ADJUSTED  
 EU0063  ___________________________________________________________________
 EU0063  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 EU0063  DYNAMIC HT  -         426.336 (meters)    1398.74  (feet)  COMP
 EU0063  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 EU0063
 EU0063  VERT ORDER  -  FIRST     CLASS II
 EU0063
 EU0063.The horizontal coordinates were scaled from a topographic map and have
 EU0063.an estimated accuracy of +/- 6 seconds.
 EU0063
 EU0063.The orthometric height was determined by differential leveling
 EU0063.and adjusted by the National Geodetic Survey in June 1991..
 EU0063
 EU0063.The geoid height was determined by GEOID03.
 EU0063
 EU0063.The dynamic height is computed by dividing the NAVD 88
 EU0063.geopotential number by the normal gravity value computed on the
 EU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0063.degrees latitude (g = 980.6199 gals.).
 EU0063
 EU0063.The modeled gravity was interpolated from observed gravity values.
 EU0063
 EU0063;                    North         East    Units  Estimated Accuracy
 EU0063;SPC AZ W     -   418,660.      173,040.      MT  (+/- 180 meters Scaled)
 EU0063
 EU0063                          SUPERSEDED SURVEY CONTROL
 EU0063
 EU0063  NGVD 29 (??/??/??)  426.094  (m)         1397.94   (f) ADJUSTED    1 2
 EU0063
 EU0063.Superseded values are not recommended for survey control.
 EU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0063.See file dsdata.txt to determine how the superseded data were derived.
 EU0063
 EU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU571516(NAD 83)
 EU0063_MARKER: DB = BENCH MARK DISK
 EU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0063_STAMPING: C 391 1961
 EU0063_MARK LOGO: CGS   
 EU0063_PROJECTION: PROJECTING 6 CENTIMETERS
 EU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0063+STABILITY: SURFACE MOTION
 EU0063
 EU0063  HISTORY     - Date     Condition        Report By
 EU0063  HISTORY     - 1961     MONUMENTED       CGS
 EU0063  HISTORY     - 1981     GOOD             NGS
 EU0063
 EU0063                          STATION DESCRIPTION
 EU0063
 EU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0063'8.3 MI SW FROM YUCCA.
 EU0063'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0063'YUCCA, THENCE ABOUT 8.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 EU0063'AT A GATE NORTHWEST OF THE HIGHWAY AND A SAND ROAD LEADING WEST,
 EU0063'105 FEET NORTHWEST OF A FENCE, 135 FEET WEST OF THE SOUTHWEST
 EU0063'END OF THE GATE, 99 FEET SOUTHWEST OF A HIGHWAY 66 RIGHT-OF-WAY
 EU0063'MARKER, 19 FEET SOUTHWEST OF THE CENTER OF THE SAND ROAD, 4.5
 EU0063'FEET SOUTH-SOUTHWEST OF A POWER POLE, 2.6 FEET SOUTH OF A METAL
 EU0063'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE SAND ROAD,
 EU0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EU0063
 EU0063                          STATION RECOVERY (1981)
 EU0063
 EU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0063'11.8 KM (7.35 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0063'ROAD OVERPASS IN YUCCA, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 18, 62.5
 EU0063'METERS (205 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES,
 EU0063'1.3 METERS (4.5 FT) SOUTH-SOUTHWEST OF A POWER LINE POLE, 0.8 METER
 EU0063'(2.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 EU0063'THE MARK IS 1.0 METERS  SSW FROM A WITNESS POST.
 EU0063'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0575 ***********************************************************************
 FR0575  DESIGNATION -  C 392
 FR0575  PID         -  FR0575
 FR0575  STATE/COUNTY-  AZ/MOHAVE
 FR0575  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0575
 FR0575                         *CURRENT SURVEY CONTROL
 FR0575  ___________________________________________________________________
 FR0575* NAD 83(1986)-  35 09 31.     (N)    113 38 29.     (W)     SCALED    
 FR0575* NAVD 88     -      1058.724  (meters)    3473.50   (feet)  POSTED    
 FR0575  ___________________________________________________________________
 FR0575  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FR0575  DYNAMIC HT  -        1057.430 (meters)    3469.25  (feet)  COMP
 FR0575  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 FR0575
 FR0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0575
 FR0575.The horizontal coordinates were scaled from a topographic map and have
 FR0575.an estimated accuracy of +/- 6 seconds.
 FR0575
 FR0575.The orthometric height was determined by differential leveling
 FR0575.and adjusted by the National Geodetic Survey in 1992..
 FR0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0575.rate of 0.0 thru 1.0 mm/km.
 FR0575
 FR0575.The geoid height was determined by GEOID03.
 FR0575
 FR0575.The dynamic height is computed by dividing the NAVD 88
 FR0575.geopotential number by the normal gravity value computed on the
 FR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0575.degrees latitude (g = 980.6199 gals.).
 FR0575
 FR0575.The modeled gravity was interpolated from observed gravity values.
 FR0575
 FR0575;                    North         East    Units  Estimated Accuracy
 FR0575;SPC AZ W     -   461,190.      223,260.      MT  (+/- 180 meters Scaled)
 FR0575
 FR0575                          SUPERSEDED SURVEY CONTROL
 FR0575
 FR0575  NGVD 29 (??/??/92) 1057.910  (m)         3470.83   (f) ADJ UNCH    2 0
 FR0575
 FR0575.Superseded values are not recommended for survey control.
 FR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0575.See file dsdata.txt to determine how the superseded data were derived.
 FR0575
 FR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD594938(NAD 83)
 FR0575_MARKER: DB = BENCH MARK DISK
 FR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0575_STAMPING: C 392 1962
 FR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0575+STABILITY: SURFACE MOTION
 FR0575
 FR0575  HISTORY     - Date     Condition        Report By
 FR0575  HISTORY     - 1962     MONUMENTED       CGS
 FR0575
 FR0575                          STATION DESCRIPTION
 FR0575
 FR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0575'29.5 MI NE FROM KINGMAN.
 FR0575'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0575'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0575'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0575'ROAD, TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0575'THE JUNCTION OF A DIRT ROAD LEADING EAST TO MILLERS RANCH, THENCE
 FR0575'ABOUT 0.3 MILE WEST ALONG THE PIPE LINE ROAD TO THE TOP OF THE FIRST
 FR0575'HILL, 45 FEET SOUTH OF THE CENTER OF THE PIPE LINE ROAD, 7.0 FEET
 FR0575'NORTH OF ABOUT A 10 FOOT HIGH CUT BANK, 5.0 FEET EAST OF A METAL
 FR0575'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE PIPE LINE ROAD, AND
 FR0575'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0447 ***********************************************************************
 FR0447  DESIGNATION -  C 393
 FR0447  PID         -  FR0447
 FR0447  STATE/COUNTY-  AZ/YAVAPAI
 FR0447  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0447
 FR0447                         *CURRENT SURVEY CONTROL
 FR0447  ___________________________________________________________________
 FR0447* NAD 83(1986)-  35 13 15.     (N)    113 15 21.     (W)     SCALED    
 FR0447* NAVD 88     -      1630.009  (meters)    5347.79   (feet)  POSTED    
 FR0447  ___________________________________________________________________
 FR0447  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FR0447  DYNAMIC HT  -        1627.860 (meters)    5340.74  (feet)  COMP
 FR0447  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 FR0447
 FR0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0447
 FR0447.The horizontal coordinates were scaled from a topographic map and have
 FR0447.an estimated accuracy of +/- 6 seconds.
 FR0447
 FR0447.The orthometric height was determined by differential leveling
 FR0447.and adjusted by the National Geodetic Survey in 1992..
 FR0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0447.rate of 0.0 thru 1.0 mm/km.
 FR0447
 FR0447.The geoid height was determined by GEOID03.
 FR0447
 FR0447.The dynamic height is computed by dividing the NAVD 88
 FR0447.geopotential number by the normal gravity value computed on the
 FR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0447.degrees latitude (g = 980.6199 gals.).
 FR0447
 FR0447.The modeled gravity was interpolated from observed gravity values.
 FR0447
 FR0447;                    North         East    Units  Estimated Accuracy
 FR0447;SPC AZ C     -   468,890.       91,450.      MT  (+/- 180 meters Scaled)
 FR0447
 FR0447                          SUPERSEDED SURVEY CONTROL
 FR0447
 FR0447  NGVD 29 (??/??/92) 1629.104  (m)         5344.82   (f) ADJ UNCH    2 0
 FR0447
 FR0447.Superseded values are not recommended for survey control.
 FR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0447.See file dsdata.txt to determine how the superseded data were derived.
 FR0447
 FR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD946998(NAD 83)
 FR0447_MARKER: DB = BENCH MARK DISK
 FR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0447_STAMPING: C 393 1962
 FR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0447+STABILITY: SURFACE MOTION
 FR0447
 FR0447  HISTORY     - Date     Condition        Report By
 FR0447  HISTORY     - 1962     MONUMENTED       CGS
 FR0447
 FR0447                          STATION DESCRIPTION
 FR0447
 FR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0447'24.65 MI W FROM SELIGMAN.
 FR0447'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0447'STATION AT SELIGMAN, THENCE 21.65 MILES WEST ALONG A GRAVEL AND DIRT
 FR0447'ROAD, 35 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET SOUTH OF A
 FR0447'TRIANGLE BLAZED TREE, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 FR0447'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 FR0447'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0221 ***********************************************************************
 FR0221  DESIGNATION -  C 394
 FR0221  PID         -  FR0221
 FR0221  STATE/COUNTY-  AZ/YAVAPAI
 FR0221  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0221
 FR0221                         *CURRENT SURVEY CONTROL
 FR0221  ___________________________________________________________________
 FR0221* NAD 83(1986)-  35 18 27.     (N)    112 47 37.     (W)     SCALED    
 FR0221* NAVD 88     -      1682.156  (meters)    5518.87   (feet)  ADJUSTED  
 FR0221  ___________________________________________________________________
 FR0221  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0221  DYNAMIC HT  -        1679.906 (meters)    5511.49  (feet)  COMP
 FR0221  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 FR0221
 FR0221  VERT ORDER  -  FIRST     CLASS II
 FR0221
 FR0221.The horizontal coordinates were scaled from a topographic map and have
 FR0221.an estimated accuracy of +/- 6 seconds.
 FR0221
 FR0221.The orthometric height was determined by differential leveling
 FR0221.and adjusted by the National Geodetic Survey in June 1991..
 FR0221
 FR0221.The geoid height was determined by GEOID03.
 FR0221
 FR0221.The dynamic height is computed by dividing the NAVD 88
 FR0221.geopotential number by the normal gravity value computed on the
 FR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0221.degrees latitude (g = 980.6199 gals.).
 FR0221
 FR0221.The modeled gravity was interpolated from observed gravity values.
 FR0221
 FR0221;                    North         East    Units  Estimated Accuracy
 FR0221;SPC AZ C     -   478,040.      133,610.      MT  (+/- 180 meters Scaled)
 FR0221
 FR0221                          SUPERSEDED SURVEY CONTROL
 FR0221
 FR0221  NGVD 29 (??/??/92) 1681.228  (m)         5515.83   (f) ADJ UNCH    1 2
 FR0221
 FR0221.Superseded values are not recommended for survey control.
 FR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0221.See file dsdata.txt to determine how the superseded data were derived.
 FR0221
 FR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE369086(NAD 83)
 FR0221_MARKER: DB = BENCH MARK DISK
 FR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0221_STAMPING: C 394 196I
 FR0221_MARK LOGO: CGS   
 FR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0221+STABILITY: SURFACE MOTION
 FR0221
 FR0221  HISTORY     - Date     Condition        Report By
 FR0221  HISTORY     - 1962     MONUMENTED       CGS
 FR0221  HISTORY     - 1982     GOOD             NGS
 FR0221
 FR0221                          STATION DESCRIPTION
 FR0221
 FR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0221'4.95 MI E FROM SELIGMAN.
 FR0221'4.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0221'STATION AT SELIGMAN, 124 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66,
 FR0221'2 FEET NORTH OF THE FENCE, 3.4 FEET SOUTH OF A METAL WITNESS POST,
 FR0221'ABOUT 6 FEET BELOW THE LEVEL OF U.S. 66, AND IS SET IN THE TOP OF A
 FR0221'CONCRETE POST PROJECTING 2 INCHES.
 FR0221
 FR0221                          STATION RECOVERY (1982)
 FR0221
 FR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0670 ***********************************************************************
 DW0670  DESIGNATION -  C 395
 DW0670  PID         -  DW0670
 DW0670  STATE/COUNTY-  AZ/LA PAZ
 DW0670  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0670
 DW0670                         *CURRENT SURVEY CONTROL
 DW0670  ___________________________________________________________________
 DW0670* NAD 83(1986)-  33 40 20.     (N)    114 02 49.     (W)     SCALED    
 DW0670* NAVD 88     -       497.027  (meters)    1630.66   (feet)  ADJUSTED  
 DW0670  ___________________________________________________________________
 DW0670  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DW0670  DYNAMIC HT  -         496.454 (meters)    1628.78  (feet)  COMP
 DW0670  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 DW0670
 DW0670  VERT ORDER  -  FIRST     CLASS II
 DW0670
 DW0670.The horizontal coordinates were scaled from a topographic map and have
 DW0670.an estimated accuracy of +/- 6 seconds.
 DW0670
 DW0670.The orthometric height was determined by differential leveling
 DW0670.and adjusted by the National Geodetic Survey in June 1991..
 DW0670
 DW0670.The geoid height was determined by GEOID03.
 DW0670
 DW0670.The dynamic height is computed by dividing the NAVD 88
 DW0670.geopotential number by the normal gravity value computed on the
 DW0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0670.degrees latitude (g = 980.6199 gals.).
 DW0670
 DW0670.The modeled gravity was interpolated from observed gravity values.
 DW0670
 DW0670;                    North         East    Units  Estimated Accuracy
 DW0670;SPC AZ W     -   296,350.      185,820.      MT  (+/- 180 meters Scaled)
 DW0670
 DW0670                          SUPERSEDED SURVEY CONTROL
 DW0670
 DW0670  NGVD 29 (??/??/??)  496.324  (m)         1628.36   (f) ADJUSTED    1 2
 DW0670
 DW0670.Superseded values are not recommended for survey control.
 DW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0670.See file dsdata.txt to determine how the superseded data were derived.
 DW0670
 DW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT737297(NAD 83)
 DW0670_MARKER: DB = BENCH MARK DISK
 DW0670_SETTING: 80 = SET IN A BOULDER
 DW0670_SP_SET: BOULDER
 DW0670_STAMPING: C 395 1962
 DW0670_MARK LOGO: CGS   
 DW0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0670+STABILITY: SURFACE MOTION
 DW0670
 DW0670  HISTORY     - Date     Condition        Report By
 DW0670  HISTORY     - 1962     MONUMENTED       CGS
 DW0670  HISTORY     - 1981     GOOD             NGS
 DW0670
 DW0670                          STATION DESCRIPTION
 DW0670
 DW0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0670'11.2 MI E FROM QUARTZSITE.
 DW0670'ABOUT 11.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0670'POST OFFICE AT QUARTZSITE, SET IN TOP OF A 5 BY 5 FOOT ROCK
 DW0670'PROJECTING 2 FEET, 200 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 187
 DW0670'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 30 FOOT CONCRETE BRIDGE
 DW0670'WITH 5 OPENINGS, 26 FEET SOUTHWEST OF A PALO VERDE TREE, 4.4
 DW0670'FEET EAST OF A METAL WITNESS POST, AND IS ABOUT LEVEL WITH THE
 DW0670'HIGHWAY.
 DW0670
 DW0670                          STATION RECOVERY (1981)
 DW0670
 DW0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0670'16.3 KM (10.15 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0670'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) NORTHWEST OF
 DW0670'HIGHWAY MILEPOST 29, 61.7 METERS (202 FT) SOUTHWEST OF THE CENTERLINE
 DW0670'OF THE EAST-BOUND LANES, 49.4 METERS (162 FT) SOUTH OF THE SOUTH END
 DW0670'OF THE SOUTH WINGWALL OF A FIVE CHANNEL CULVERT, 46.9 METERS, (154 FT)
 DW0670'SOUTHWEST OF THE SOUTHWEST ONE OF TWO GALVANIZED STEEL I BEAM LEGS FOR
 DW0670'A SIGN READING -U.S. HIGHWAY 60 2 MILES-, 22.8 METERS (74.7 FT) WEST
 DW0670'OF A BRACED ANGLE IRON CORNER POST IN THE RIGHT-OF-WAY FENCE, 16.5
 DW0670'METERS (54.0 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY GRADE.
 DW0670'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 DW0670'THE MARK IS 1.5 M BELOW THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1102 ***********************************************************************
 DV1102  DESIGNATION -  C 396 12
 DV1102  PID         -  DV1102
 DV1102  STATE/COUNTY-  AZ/LA PAZ
 DV1102  USGS QUAD   -  VICKSBURG (1990)
 DV1102
 DV1102                         *CURRENT SURVEY CONTROL
 DV1102  ___________________________________________________________________
 DV1102* NAD 83(1986)-  33 38 14.     (N)    113 49 13.     (W)     SCALED    
 DV1102* NAVD 88     -       363.41   (+/-2cm)    1192.3    (feet)  VERTCON   
 DV1102  ___________________________________________________________________
 DV1102  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1102
 DV1102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1102
 DV1102.The horizontal coordinates were scaled from a topographic map and have
 DV1102.an estimated accuracy of +/- 6 seconds.
 DV1102
 DV1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1102.The vertical order pertains to the NGVD 29 superseded value.
 DV1102
 DV1102.The geoid height was determined by GEOID03.
 DV1102
 DV1102;                    North         East    Units  Estimated Accuracy
 DV1102;SPC AZ W     -   292,430.      206,840.      MT  (+/- 180 meters Scaled)
 DV1102
 DV1102                          SUPERSEDED SURVEY CONTROL
 DV1102
 DV1102  NGVD 29 (??/??/92)  362.740  (m)         1190.09   (f) ADJ UNCH    2 0
 DV1102
 DV1102.Superseded values are not recommended for survey control.
 DV1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1102.See file dsdata.txt to determine how the superseded data were derived.
 DV1102
 DV1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC384255(NAD 83)
 DV1102_MARKER: DB = BENCH MARK DISK
 DV1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1102_STAMPING: C 396 12 1962
 DV1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1102+STABILITY: SURFACE MOTION
 DV1102
 DV1102  HISTORY     - Date     Condition        Report By
 DV1102  HISTORY     - 1962     MONUMENTED       CGS
 DV1102
 DV1102                          STATION DESCRIPTION
 DV1102
 DV1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1102'10.85 MI SE FROM BRENDA.
 DV1102'1.0 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1102'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.5 MILES
 DV1102'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1102'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.0 FEET NORTHWEST OF A METAL
 DV1102'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1102'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 DV1102'60-70 AND STATE HIGHWAY 72 AT HOPE BY GOING 3.7 MILES WEST ALONG U.S.
 DV1102'HIGHWAY 60-70 TO THE JUNCTION OF A BLADED ROAD SOUTH, THENCE 6.0 MILES
 DV1102'SOUTH ALONG THE BLADED ROAD, THENCE 3.0 MILES WEST-NORTHWEST ALONG A
 DV1102'BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1102'INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0375 ***********************************************************************
 DT0375  DESIGNATION -  C 40
 DT0375  PID         -  DT0375
 DT0375  STATE/COUNTY-  AZ/GREENLEE
 DT0375  USGS QUAD   -  CLIFTON (1989)
 DT0375
 DT0375                         *CURRENT SURVEY CONTROL
 DT0375  ___________________________________________________________________
 DT0375* NAD 83(1986)-  33 00 55.     (N)    109 16 52.     (W)     SCALED    
 DT0375* NAVD 88     -      1245.833  (meters)    4087.37   (feet)  ADJUSTED  
 DT0375  ___________________________________________________________________
 DT0375  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DT0375  DYNAMIC HT  -        1244.024 (meters)    4081.44  (feet)  COMP
 DT0375  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 DT0375
 DT0375  VERT ORDER  -  SECOND    CLASS 0
 DT0375
 DT0375.The horizontal coordinates were scaled from a topographic map and have
 DT0375.an estimated accuracy of +/- 6 seconds.
 DT0375
 DT0375.The orthometric height was determined by differential leveling
 DT0375.and adjusted by the National Geodetic Survey in June 1991..
 DT0375
 DT0375.The geoid height was determined by GEOID03.
 DT0375
 DT0375.The dynamic height is computed by dividing the NAVD 88
 DT0375.geopotential number by the normal gravity value computed on the
 DT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0375.degrees latitude (g = 980.6199 gals.).
 DT0375
 DT0375.The modeled gravity was interpolated from observed gravity values.
 DT0375
 DT0375;                    North         East    Units  Estimated Accuracy
 DT0375;SPC AZ E     -   223,790.      296,100.      MT  (+/- 180 meters Scaled)
 DT0375
 DT0375                          SUPERSEDED SURVEY CONTROL
 DT0375
 DT0375  NGVD 29 (??/??/92) 1245.094  (m)         4084.95   (f) ADJ UNCH    2 0
 DT0375
 DT0375.Superseded values are not recommended for survey control.
 DT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0375.See file dsdata.txt to determine how the superseded data were derived.
 DT0375
 DT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB605542(NAD 83)
 DT0375_MARKER: DB = BENCH MARK DISK
 DT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0375_STAMPING: C 40 1934
 DT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0375+STABILITY: SURFACE MOTION
 DT0375
 DT0375  HISTORY     - Date     Condition        Report By
 DT0375  HISTORY     - 1934     MONUMENTED       CGS
 DT0375
 DT0375                          STATION DESCRIPTION
 DT0375
 DT0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0375'7.2 MI S FROM CLIFTON.
 DT0375'ON STATE HWY. NO. 71, 0.6 MILE SOUTH OF INTERSECTION WITH CUT OFF TO
 DT0375'HWY. NO. 75, AT FOOT OF SMALL GRADE, ABOUT 400 FT. WEST OF WASH, AND
 DT0375'27 FT. EAST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0081 ***********************************************************************
 GP0081  DESIGNATION -  C 401
 GP0081  PID         -  GP0081
 GP0081  STATE/COUNTY-  AZ/COCONINO
 GP0081  USGS QUAD   -  PAGE (1985)
 GP0081
 GP0081                         *CURRENT SURVEY CONTROL
 GP0081  ___________________________________________________________________
 GP0081* NAD 83(1986)-  36 56 35.     (N)    111 23 36.     (W)     SCALED    
 GP0081* NAVD 88     -      1217.477  (meters)    3994.34   (feet)  ADJUSTED  
 GP0081  ___________________________________________________________________
 GP0081  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0081  DYNAMIC HT  -        1216.059 (meters)    3989.69  (feet)  COMP
 GP0081  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 GP0081
 GP0081  VERT ORDER  -  FIRST     CLASS II
 GP0081
 GP0081.The horizontal coordinates were scaled from a topographic map and have
 GP0081.an estimated accuracy of +/- 6 seconds.
 GP0081
 GP0081.The orthometric height was determined by differential leveling
 GP0081.and adjusted by the National Geodetic Survey in June 1991..
 GP0081
 GP0081.The geoid height was determined by GEOID03.
 GP0081
 GP0081.The dynamic height is computed by dividing the NAVD 88
 GP0081.geopotential number by the normal gravity value computed on the
 GP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0081.degrees latitude (g = 980.6199 gals.).
 GP0081
 GP0081.The modeled gravity was interpolated from observed gravity values.
 GP0081
 GP0081;                    North         East    Units  Estimated Accuracy
 GP0081;SPC AZ C     -   659,280.      259,970.      MT  (+/- 180 meters Scaled)
 GP0081
 GP0081                          SUPERSEDED SURVEY CONTROL
 GP0081
 GP0081  NGVD 29 (??/??/92) 1216.557  (m)         3991.32   (f) ADJ UNCH    1 2
 GP0081
 GP0081.Superseded values are not recommended for survey control.
 GP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0081.See file dsdata.txt to determine how the superseded data were derived.
 GP0081
 GP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF649886(NAD 83)
 GP0081_MARKER: DB = BENCH MARK DISK
 GP0081_SETTING: 66 = SET IN ROCK OUTCROP
 GP0081_SP_SET: ROCK OUTCROP
 GP0081_STAMPING: C 401 1962
 GP0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0081+STABILITY: POSITION/ELEVATION WELL
 GP0081
 GP0081  HISTORY     - Date     Condition        Report By
 GP0081  HISTORY     - 1962     MONUMENTED       CGS
 GP0081
 GP0081                          STATION DESCRIPTION
 GP0081
 GP0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0081'4.8 MI NE FROM PAGE.
 GP0081'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0081'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0081'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0081'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0081'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0081'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 3.3 MILES NORTHEAST
 GP0081'ACROSS COUNTRY.  2.0 MILES NORTHEAST OF ANTELEOPE CREEK, AT THE
 GP0081'NORTHWEST END OF A MESA, SET IN THE TOP OF AN OUTCROPPING ROCK AT THE
 GP0081'BASE OF A CLIFF, 4 FEET ABOVE THE GROUND, AND 100.0 FEET
 GP0081'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0120 ***********************************************************************
 GP0120  DESIGNATION -  C 402
 GP0120  PID         -  GP0120
 GP0120  STATE/COUNTY-  AZ/COCONINO
 GP0120  USGS QUAD   -  PAGE (1985)
 GP0120
 GP0120                         *CURRENT SURVEY CONTROL
 GP0120  ___________________________________________________________________
 GP0120* NAD 83(1986)-  36 56 12.     (N)    111 29 04.     (W)     SCALED    
 GP0120* NAVD 88     -       972.577  (meters)    3190.86   (feet)  ADJUSTED  
 GP0120  ___________________________________________________________________
 GP0120  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0120  DYNAMIC HT  -         971.471 (meters)    3187.23  (feet)  COMP
 GP0120  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 GP0120
 GP0120  VERT ORDER  -  FIRST     CLASS II
 GP0120
 GP0120.The horizontal coordinates were scaled from a topographic map and have
 GP0120.an estimated accuracy of +/- 6 seconds.
 GP0120
 GP0120.The orthometric height was determined by differential leveling
 GP0120.and adjusted by the National Geodetic Survey in June 1991..
 GP0120
 GP0120.The geoid height was determined by GEOID03.
 GP0120
 GP0120.The dynamic height is computed by dividing the NAVD 88
 GP0120.geopotential number by the normal gravity value computed on the
 GP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0120.degrees latitude (g = 980.6199 gals.).
 GP0120
 GP0120.The modeled gravity was interpolated from observed gravity values.
 GP0120
 GP0120;                    North         East    Units  Estimated Accuracy
 GP0120;SPC AZ C     -   658,530.      251,860.      MT  (+/- 180 meters Scaled)
 GP0120
 GP0120                          SUPERSEDED SURVEY CONTROL
 GP0120
 GP0120  NGVD 29 (??/??/92)  971.685  (m)         3187.94   (f) ADJ UNCH    1 2
 GP0120
 GP0120.Superseded values are not recommended for survey control.
 GP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0120.See file dsdata.txt to determine how the superseded data were derived.
 GP0120
 GP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568879(NAD 83)
 GP0120_MARKER: DB = BENCH MARK DISK
 GP0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0120_SP_SET: DECKING
 GP0120_STAMPING: C 402 1962
 GP0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0120
 GP0120  HISTORY     - Date     Condition        Report By
 GP0120  HISTORY     - 1962     MONUMENTED       CGS
 GP0120
 GP0120                          STATION DESCRIPTION
 GP0120
 GP0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0120'IN PAGE.
 GP0120'AT THE POWERPLANT OF THE GLEN CANYON DAM, INSIDE THE POWERHOUSE, 41.8
 GP0120'FEET EAST OF THE EAST EDGE OF THE NORTHWEST ENTRANCE TO UNIT ONE OF
 GP0120'THE POWERHOUSE, 4.5 FEET SOUTH OF THE NORTH WALL OF THE POWERHOUSE,
 GP0120'2.0 FEET WEST OF COLUMN C 35, 4-INCHES WEST OF THE BASE PLATE OF THE
 GP0120'COLUMN, AND SET IN THE TOP OF A CONCRETE DECKING BETWEEN SOME COLUMNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1260 ***********************************************************************
 DU1260  DESIGNATION -  C 403
 DU1260  PID         -  DU1260
 DU1260  STATE/COUNTY-  AZ/GILA
 DU1260  USGS QUAD   -  GLOBE (1982)
 DU1260
 DU1260                         *CURRENT SURVEY CONTROL
 DU1260  ___________________________________________________________________
 DU1260* NAD 83(1986)-  33 25 52.     (N)    110 49 38.     (W)     SCALED    
 DU1260* NAVD 88     -       994.520  (meters)    3262.85   (feet)  ADJUSTED  
 DU1260  ___________________________________________________________________
 DU1260  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1260  DYNAMIC HT  -         993.181 (meters)    3258.46  (feet)  COMP
 DU1260  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 DU1260
 DU1260  VERT ORDER  -  FIRST     CLASS II
 DU1260
 DU1260.The horizontal coordinates were scaled from a topographic map and have
 DU1260.an estimated accuracy of +/- 6 seconds.
 DU1260
 DU1260.The orthometric height was determined by differential leveling
 DU1260.and adjusted by the National Geodetic Survey in June 1991..
 DU1260
 DU1260.The geoid height was determined by GEOID03.
 DU1260
 DU1260.The dynamic height is computed by dividing the NAVD 88
 DU1260.geopotential number by the normal gravity value computed on the
 DU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1260.degrees latitude (g = 980.6199 gals.).
 DU1260
 DU1260.The modeled gravity was interpolated from observed gravity values.
 DU1260
 DU1260;                    North         East    Units  Estimated Accuracy
 DU1260;SPC AZ E     -   269,760.      151,940.      MT  (+/- 180 meters Scaled)
 DU1260
 DU1260                          SUPERSEDED SURVEY CONTROL
 DU1260
 DU1260.No superseded survey control is available for this station.
 DU1260
 DU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB160990(NAD 83)
 DU1260_MARKER: DB = BENCH MARK DISK
 DU1260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1260_SP_SET: STAINLESS STEEL ROD
 DU1260_STAMPING: C 403 1979
 DU1260_PROJECTION: FLUSH
 DU1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1260_ROD/PIPE-DEPTH: 7.62 meters
 DU1260
 DU1260  HISTORY     - Date     Condition        Report By
 DU1260  HISTORY     - 1979     MONUMENTED       NGS
 DU1260  HISTORY     - 19950726 GOOD             USPSQD
 DU1260
 DU1260                          STATION DESCRIPTION
 DU1260
 DU1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1260'5.6 MI NW FROM GLOBE.
 DU1260'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1260'COURTHOUSE IN GLOBE, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 88
 DU1260'(APACHE TRAIL), 56.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1260'35.1 FEET EAST OF MILE MARKER NUMBER 272 AND 1.6 FEET NORTH OF A
 DU1260'FENCE CORNER.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1260'THE MARK IS 1.4 FT  NNE FROM A WITNESS POST.
 DU1260'THE MARK IS 5 FT BELOW THE HIGHWAY.
 DU1260
 DU1260                          STATION RECOVERY (1995)
 DU1260
 DU1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0306 ***********************************************************************
 GP0306  DESIGNATION -  C 403
 GP0306  PID         -  GP0306
 GP0306  STATE/COUNTY-  AZ/COCONINO
 GP0306  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0306
 GP0306                         *CURRENT SURVEY CONTROL
 GP0306  ___________________________________________________________________
 GP0306* NAD 83(1986)-  36 38 17.     (N)    111 37 47.     (W)     SCALED    
 GP0306* NAVD 88     -      1643.336  (meters)    5391.51   (feet)  ADJUSTED  
 GP0306  ___________________________________________________________________
 GP0306  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0306  DYNAMIC HT  -        1641.288 (meters)    5384.79  (feet)  COMP
 GP0306  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 GP0306
 GP0306  VERT ORDER  -  FIRST     CLASS II
 GP0306
 GP0306.The horizontal coordinates were scaled from a topographic map and have
 GP0306.an estimated accuracy of +/- 6 seconds.
 GP0306
 GP0306.The orthometric height was determined by differential leveling
 GP0306.and adjusted by the National Geodetic Survey in June 1991..
 GP0306.WARNING-Repeat measurements at this control monument indicate possible
 GP0306.vertical movement.
 GP0306
 GP0306.The geoid height was determined by GEOID03.
 GP0306
 GP0306.The dynamic height is computed by dividing the NAVD 88
 GP0306.geopotential number by the normal gravity value computed on the
 GP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0306.degrees latitude (g = 980.6199 gals.).
 GP0306
 GP0306.The modeled gravity was interpolated from observed gravity values.
 GP0306
 GP0306;                    North         East    Units  Estimated Accuracy
 GP0306;SPC AZ C     -   625,350.      239,020.      MT  (+/- 180 meters Scaled)
 GP0306
 GP0306                          SUPERSEDED SURVEY CONTROL
 GP0306
 GP0306  NGVD 29 (??/??/92) 1642.276  (m)         5388.03   (f) ADJ UNCH    1 2
 GP0306
 GP0306.Superseded values are not recommended for survey control.
 GP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0306.See file dsdata.txt to determine how the superseded data were derived.
 GP0306
 GP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF437549(NAD 83)
 GP0306_MARKER: DB = BENCH MARK DISK
 GP0306_SETTING: 66 = SET IN ROCK OUTCROP
 GP0306_SP_SET: ROCK OUTCROP
 GP0306_STAMPING: C 403 1962
 GP0306_MARK LOGO: CGS   
 GP0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0306
 GP0306  HISTORY     - Date     Condition        Report By
 GP0306  HISTORY     - 1962     MONUMENTED       CGS
 GP0306  HISTORY     - 1978     GOOD             USGS
 GP0306  HISTORY     - 1983     GOOD             NGS
 GP0306
 GP0306                          STATION DESCRIPTION
 GP0306
 GP0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0306'1.6 MI NE FROM BITTER SPRINGS.
 GP0306'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0306'STATION AT BITTER SPRINGS.  THENCE 1.4 MILES NORTHEAST ALONG U.S.
 GP0306'HIGHWAY 89 LEADING TO PAGE, AT THE NORTH END OF A DEEP HIGHWAY CUT, 50
 GP0306'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE
 GP0306'SOUTH END OF A METAL GUARD RAIL, ABOUT 2 1/2 FEET SOUTHWEST OF A
 GP0306'LARGE, RED ROCK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 GP0306'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 10-INCHES ABOVE THE
 GP0306'GROUND.
 GP0306
 GP0306                          STATION RECOVERY (1978)
 GP0306
 GP0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0306'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0306'SPRING, 1.4 MILE NE. OF ALONG HWY 89 LEADING TO PAGE. REMAINDER OF
 GP0306'DESCRIPTION IS ADEQUATE.
 GP0306
 GP0306                          STATION RECOVERY (1983)
 GP0306
 GP0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1282 ***********************************************************************
 DU1282  DESIGNATION -  C 404
 DU1282  PID         -  DU1282
 DU1282  STATE/COUNTY-  AZ/GILA
 DU1282  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1282
 DU1282                         *CURRENT SURVEY CONTROL
 DU1282  ___________________________________________________________________
 DU1282* NAD 83(1986)-  33 36 31.     (N)    111 00 40.     (W)     SCALED    
 DU1282* NAVD 88     -       706.779  (meters)    2318.82   (feet)  ADJUSTED  
 DU1282  ___________________________________________________________________
 DU1282  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU1282  DYNAMIC HT  -         705.868 (meters)    2315.84  (feet)  COMP
 DU1282  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 DU1282
 DU1282  VERT ORDER  -  FIRST     CLASS II
 DU1282
 DU1282.The horizontal coordinates were scaled from a topographic map and have
 DU1282.an estimated accuracy of +/- 6 seconds.
 DU1282
 DU1282.The orthometric height was determined by differential leveling
 DU1282.and adjusted by the National Geodetic Survey in June 1991..
 DU1282
 DU1282.The geoid height was determined by GEOID03.
 DU1282
 DU1282.The dynamic height is computed by dividing the NAVD 88
 DU1282.geopotential number by the normal gravity value computed on the
 DU1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1282.degrees latitude (g = 980.6199 gals.).
 DU1282
 DU1282.The modeled gravity was interpolated from observed gravity values.
 DU1282
 DU1282;                    North         East    Units  Estimated Accuracy
 DU1282;SPC AZ E     -   289,570.      135,000.      MT  (+/- 180 meters Scaled)
 DU1282
 DU1282                          SUPERSEDED SURVEY CONTROL
 DU1282
 DU1282.No superseded survey control is available for this station.
 DU1282
 DU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC989187(NAD 83)
 DU1282_MARKER: DB = BENCH MARK DISK
 DU1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1282_SP_SET: STAINLESS STEEL ROD
 DU1282_STAMPING: C 404 1979
 DU1282_PROJECTION: FLUSH
 DU1282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1282_ROD/PIPE-DEPTH: 3.66 meters
 DU1282
 DU1282  HISTORY     - Date     Condition        Report By
 DU1282  HISTORY     - 1979     MONUMENTED       NGS
 DU1282  HISTORY     - 19980701 GOOD             AZDT
 DU1282  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1282
 DU1282                          STATION DESCRIPTION
 DU1282
 DU1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1282'8.4 MI SE FROM ROOSEVELT.
 DU1282'8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1282'THE POST OFFICE IN ROOSEVELT, 77.2 FEET SOUTHWEST
 DU1282'OF THE WEST END OF A CATTLE GUARD, 37.3 FEET NORTH OF THE
 DU1282'HIGHWAY, 34.0 FEET WEST OF THE CENTER OF A PAVED DRIVE LEADING
 DU1282'NORTH, 4.1 FEET NORTH OF THE EAST END OF A GUARD RAIL,
 DU1282'NOTE=REFUSAL WAS REACHED AT 12 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1282'4-INCH SCREWPLUG.
 DU1282'THE MARK IS 2 FT  NNE FROM A WITNESS POST.
 DU1282'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1282
 DU1282                          STATION RECOVERY (1998)
 DU1282
 DU1282'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1282'RECOVERED AS DESCRIBED.
 DU1282
 DU1282                          STATION RECOVERY (2004)
 DU1282
 DU1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1282'MARK NOT FOUND. AT DISTANCE FROM GUARD RAIL INDICATED, AREA ALL PAVED
 DU1282'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0202 ***********************************************************************
 GP0202  DESIGNATION -  C 404
 GP0202  PID         -  GP0202
 GP0202  STATE/COUNTY-  AZ/COCONINO
 GP0202  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0202
 GP0202                         *CURRENT SURVEY CONTROL
 GP0202  ___________________________________________________________________
 GP0202* NAD 83(1986)-  36 38 53.     (N)    111 39 11.     (W)     SCALED    
 GP0202* NAVD 88     -      1538.534  (meters)    5047.67   (feet)  POSTED    
 GP0202  ___________________________________________________________________
 GP0202  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GP0202  DYNAMIC HT  -        1536.680 (meters)    5041.59  (feet)  COMP
 GP0202  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 GP0202
 GP0202  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0202
 GP0202.The horizontal coordinates were scaled from a topographic map and have
 GP0202.an estimated accuracy of +/- 6 seconds.
 GP0202
 GP0202.The orthometric height was determined by differential leveling
 GP0202.and adjusted by the National Geodetic Survey in 1992..
 GP0202.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0202.rate of 2.1 thru 3.0 mm/km.
 GP0202
 GP0202.The geoid height was determined by GEOID03.
 GP0202
 GP0202.The dynamic height is computed by dividing the NAVD 88
 GP0202.geopotential number by the normal gravity value computed on the
 GP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0202.degrees latitude (g = 980.6199 gals.).
 GP0202
 GP0202.The modeled gravity was interpolated from observed gravity values.
 GP0202
 GP0202;                    North         East    Units  Estimated Accuracy
 GP0202;SPC AZ C     -   626,450.      236,930.      MT  (+/- 180 meters Scaled)
 GP0202
 GP0202                          SUPERSEDED SURVEY CONTROL
 GP0202
 GP0202  NGVD 29 (??/??/92) 1537.55   (m)         5044.4    (f) COMPUTED    1 2
 GP0202
 GP0202.Superseded values are not recommended for survey control.
 GP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0202.See file dsdata.txt to determine how the superseded data were derived.
 GP0202
 GP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416560(NAD 83)
 GP0202_MARKER: DB = BENCH MARK DISK
 GP0202_SETTING: 66 = SET IN ROCK OUTCROP
 GP0202_SP_SET: ROCK OUTCROP
 GP0202_STAMPING: C 404 1962
 GP0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0202+STABILITY: POSITION/ELEVATION WELL
 GP0202
 GP0202  HISTORY     - Date     Condition        Report By
 GP0202  HISTORY     - 1962     MONUMENTED       CGS
 GP0202  HISTORY     - 1978     GOOD             USGS
 GP0202  HISTORY     - 19931203 GOOD             USPSQD
 GP0202
 GP0202                          STATION DESCRIPTION
 GP0202
 GP0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0202'0.8 MI N FROM BITTER SPRINGS.
 GP0202'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0202'STATION AT BITTER SPRINGS, 315 FEET WEST OF HIGHWAY MILEPOST NUMBER
 GP0202'525, 297 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET NORTHWEST
 GP0202'OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GP0202'AND SET IN THE TOP OF ROCK LEDGE OUTCROP PROJECTING ABOUT 1 FOOT ABOVE
 GP0202'THE GROUND.
 GP0202
 GP0202                          STATION RECOVERY (1978)
 GP0202
 GP0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0202'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 1.0 MILE N.
 GP0202'OF ALONG ALT 89. CHEVRON SERVICE STATION HAS BEEN REMOVED. REMAINDER
 GP0202'OF DESCRIPTION IS ADEQUATE.
 GP0202
 GP0202                          STATION RECOVERY (1993)
 GP0202
 GP0202'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1178 ***********************************************************************
 DU1178  DESIGNATION -  C 405
 DU1178  PID         -  DU1178
 DU1178  STATE/COUNTY-  AZ/GILA
 DU1178  USGS QUAD   -  CHROME BUTTE (1966)
 DU1178
 DU1178                         *CURRENT SURVEY CONTROL
 DU1178  ___________________________________________________________________
 DU1178* NAD 83(1986)-  33 32 26.     (N)    110 41 33.     (W)     SCALED    
 DU1178* NAVD 88     -      1416.400  (meters)    4646.97   (feet)  ADJUSTED  
 DU1178  ___________________________________________________________________
 DU1178  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DU1178  DYNAMIC HT  -        1414.405 (meters)    4640.43  (feet)  COMP
 DU1178  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 DU1178
 DU1178  VERT ORDER  -  FIRST     CLASS II
 DU1178
 DU1178.The horizontal coordinates were scaled from a topographic map and have
 DU1178.an estimated accuracy of +/- 6 seconds.
 DU1178
 DU1178.The orthometric height was determined by differential leveling
 DU1178.and adjusted by the National Geodetic Survey in June 1991..
 DU1178
 DU1178.The geoid height was determined by GEOID03.
 DU1178
 DU1178.The dynamic height is computed by dividing the NAVD 88
 DU1178.geopotential number by the normal gravity value computed on the
 DU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1178.degrees latitude (g = 980.6199 gals.).
 DU1178
 DU1178.The modeled gravity was interpolated from observed gravity values.
 DU1178
 DU1178;                    North         East    Units  Estimated Accuracy
 DU1178;SPC AZ E     -   281,820.      164,530.      MT  (+/- 180 meters Scaled)
 DU1178
 DU1178                          SUPERSEDED SURVEY CONTROL
 DU1178
 DU1178.No superseded survey control is available for this station.
 DU1178
 DU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC285112(NAD 83)
 DU1178_MARKER: DB = BENCH MARK DISK
 DU1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1178_SP_SET: STAINLESS STEEL ROD
 DU1178_STAMPING: C 405 1979
 DU1178_PROJECTION: FLUSH
 DU1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1178
 DU1178  HISTORY     - Date     Condition        Report By
 DU1178  HISTORY     - 1979     MONUMENTED       NGS
 DU1178
 DU1178                          STATION DESCRIPTION
 DU1178
 DU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1178'11.9 MI NE FROM GLOBE.
 DU1178'11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1178'COURTHOUSE IN GLOBE, 101.1 FEET EAST OF THE CENTERLINE OF THE
 DU1178'HIGHWAY, 26.3 FEET NORTH OF THE CENTER OF A PAVED AND TRACK ROAD
 DU1178'LEADING EAST, 28.9 FEET NORTH OF THE NORTH END OF A WIRE GATE AND
 DU1178'1.9 FEET WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT   FEET.
 DU1178'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1178'THE MARK IS 2.5 FT  NNE FROM A WITNESS POST.
 DU1178'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0279 ***********************************************************************
 GP0279  DESIGNATION -  C 405
 GP0279  PID         -  GP0279
 GP0279  STATE/COUNTY-  AZ/COCONINO
 GP0279  USGS QUAD   -  FERRY SWALE (1985)
 GP0279
 GP0279                         *CURRENT SURVEY CONTROL
 GP0279  ___________________________________________________________________
 GP0279* NAD 83(1986)-  36 57 24.     (N)    111 30 13.     (W)     SCALED    
 GP0279* NAVD 88     -      1248.701  (meters)    4096.78   (feet)  ADJUSTED  
 GP0279  ___________________________________________________________________
 GP0279  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0279  DYNAMIC HT  -        1247.285 (meters)    4092.13  (feet)  COMP
 GP0279  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 GP0279
 GP0279  VERT ORDER  -  FIRST     CLASS II
 GP0279
 GP0279.The horizontal coordinates were scaled from a topographic map and have
 GP0279.an estimated accuracy of +/- 6 seconds.
 GP0279
 GP0279.The orthometric height was determined by differential leveling
 GP0279.and adjusted by the National Geodetic Survey in June 1991..
 GP0279
 GP0279.The geoid height was determined by GEOID03.
 GP0279
 GP0279.The dynamic height is computed by dividing the NAVD 88
 GP0279.geopotential number by the normal gravity value computed on the
 GP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0279.degrees latitude (g = 980.6199 gals.).
 GP0279
 GP0279.The modeled gravity was interpolated from observed gravity values.
 GP0279
 GP0279;                    North         East    Units  Estimated Accuracy
 GP0279;SPC AZ C     -   660,740.      250,140.      MT  (+/- 180 meters Scaled)
 GP0279
 GP0279                          SUPERSEDED SURVEY CONTROL
 GP0279
 GP0279  NGVD 29 (??/??/92) 1247.795  (m)         4093.81   (f) ADJ UNCH    1 2
 GP0279
 GP0279.Superseded values are not recommended for survey control.
 GP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0279.See file dsdata.txt to determine how the superseded data were derived.
 GP0279
 GP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF551901(NAD 83)
 GP0279_MARKER: DB = BENCH MARK DISK
 GP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0279_STAMPING: APRIL 1962
 GP0279_MARK LOGO: CGS   
 GP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0279+STABILITY: SURFACE MOTION
 GP0279
 GP0279  HISTORY     - Date     Condition        Report By
 GP0279  HISTORY     - 1962     MONUMENTED       CGS
 GP0279  HISTORY     - 1983     GOOD             NGS
 GP0279
 GP0279                          STATION DESCRIPTION
 GP0279
 GP0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0279'2.15 MI NW FROM PAGE.
 GP0279'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0279'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  97 FEET SOUTHWEST OF
 GP0279'THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTHEAST OF A POWER POLE, 30.5
 GP0279'FEET SOUTHEAST OF THE CENTERLINE OF A METAL GATE, 2.3 FEET NORTHEAST
 GP0279'OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 GP0279'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0279'PROJECTING 6 INCHES.
 GP0279
 GP0279                          STATION RECOVERY (1983)
 GP0279
 GP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1201 ***********************************************************************
 DU1201  DESIGNATION -  C 406
 DU1201  PID         -  DU1201
 DU1201  STATE/COUNTY-  AZ/GILA
 DU1201  USGS QUAD   -  CHRYSOTILE (1966)
 DU1201
 DU1201                         *CURRENT SURVEY CONTROL
 DU1201  ___________________________________________________________________
 DU1201* NAD 83(1986)-  33 42 03.     (N)    110 32 41.     (W)     SCALED    
 DU1201* NAVD 88     -      1770.958  (meters)    5810.22   (feet)  ADJUSTED  
 DU1201  ___________________________________________________________________
 DU1201  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU1201  DYNAMIC HT  -        1768.395 (meters)    5801.81  (feet)  COMP
 DU1201  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 DU1201
 DU1201  VERT ORDER  -  FIRST     CLASS II
 DU1201
 DU1201.The horizontal coordinates were scaled from a topographic map and have
 DU1201.an estimated accuracy of +/- 6 seconds.
 DU1201
 DU1201.The orthometric height was determined by differential leveling
 DU1201.and adjusted by the National Geodetic Survey in June 1991..
 DU1201
 DU1201.The geoid height was determined by GEOID03.
 DU1201
 DU1201.The dynamic height is computed by dividing the NAVD 88
 DU1201.geopotential number by the normal gravity value computed on the
 DU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1201.degrees latitude (g = 980.6199 gals.).
 DU1201
 DU1201.The modeled gravity was interpolated from observed gravity values.
 DU1201
 DU1201;                    North         East    Units  Estimated Accuracy
 DU1201;SPC AZ E     -   299,540.      178,320.      MT  (+/- 180 meters Scaled)
 DU1201
 DU1201                          SUPERSEDED SURVEY CONTROL
 DU1201
 DU1201.No superseded survey control is available for this station.
 DU1201
 DU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC421290(NAD 83)
 DU1201_MARKER: DB = BENCH MARK DISK
 DU1201_SETTING: 66 = SET IN ROCK OUTCROP
 DU1201_SP_SET: ROCK OUTCROP
 DU1201_STAMPING: C 406 1979
 DU1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1201+STABILITY: POSITION/ELEVATION WELL
 DU1201
 DU1201  HISTORY     - Date     Condition        Report By
 DU1201  HISTORY     - 1979     MONUMENTED       NGS
 DU1201
 DU1201                          STATION DESCRIPTION
 DU1201
 DU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1201'28.4 MI NE FROM GLOBE.
 DU1201'28.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1201'COURTHOUSE IN GLOBE, 125 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 DU1201'NORTHWEST CUT, 28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1201'22.4 SLOPE FEET EAST OF A 14 INCH PINE TREE AND 0.5 FOOT NORTHWEST
 DU1201'OF THE SOUTHEAST EDGE OF THE CUT.
 DU1201'THE MARK IS 5.4 FT  SE FROM A WITNESS POST.
 DU1201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1217 ***********************************************************************
 DU1217  DESIGNATION -  C 407
 DU1217  PID         -  DU1217
 DU1217  STATE/COUNTY-  AZ/GILA
 DU1217  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1217
 DU1217                         *CURRENT SURVEY CONTROL
 DU1217  ___________________________________________________________________
 DU1217* NAD 83(1986)-  33 49 03.     (N)    110 27 48.     (W)     SCALED    
 DU1217* NAVD 88     -      1414.924  (meters)    4642.13   (feet)  ADJUSTED  
 DU1217  ___________________________________________________________________
 DU1217  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DU1217  DYNAMIC HT  -        1412.942 (meters)    4635.63  (feet)  COMP
 DU1217  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 DU1217
 DU1217  VERT ORDER  -  FIRST     CLASS II
 DU1217
 DU1217.The horizontal coordinates were scaled from a topographic map and have
 DU1217.an estimated accuracy of +/- 6 seconds.
 DU1217
 DU1217.The orthometric height was determined by differential leveling
 DU1217.and adjusted by the National Geodetic Survey in June 1991..
 DU1217
 DU1217.The geoid height was determined by GEOID03.
 DU1217
 DU1217.The dynamic height is computed by dividing the NAVD 88
 DU1217.geopotential number by the normal gravity value computed on the
 DU1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1217.degrees latitude (g = 980.6199 gals.).
 DU1217
 DU1217.The modeled gravity was interpolated from observed gravity values.
 DU1217
 DU1217;                    North         East    Units  Estimated Accuracy
 DU1217;SPC AZ E     -   312,450.      185,900.      MT  (+/- 180 meters Scaled)
 DU1217
 DU1217                          SUPERSEDED SURVEY CONTROL
 DU1217
 DU1217.No superseded survey control is available for this station.
 DU1217
 DU1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC496420(NAD 83)
 DU1217_MARKER: DB = BENCH MARK DISK
 DU1217_SETTING: 66 = SET IN ROCK OUTCROP
 DU1217_SP_SET: ROCK OUTCROP
 DU1217_STAMPING: C 407 1979
 DU1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1217+STABILITY: POSITION/ELEVATION WELL
 DU1217
 DU1217  HISTORY     - Date     Condition        Report By
 DU1217  HISTORY     - 1979     MONUMENTED       NGS
 DU1217  HISTORY     - 19960918 GOOD             USPSQD
 DU1217
 DU1217                          STATION DESCRIPTION
 DU1217
 DU1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1217'42.4 MI NE FROM GLOBE.
 DU1217'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1217'IN SALT RIVER CANYON, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1217'AND 19.6 FEET EAST-SOUTHEAST OF THE NORTH END OF A GUARD RAIL.
 DU1217'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU1217'COUNTY COURTHOUSE IN GLOBE.
 DU1217'THE MARK IS 2.3 FT  SSE FROM A WITNESS POST.
 DU1217'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1217
 DU1217                          STATION RECOVERY (1996)
 DU1217
 DU1217'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0325 ***********************************************************************
 ER0325  DESIGNATION -  C 408
 ER0325  PID         -  ER0325
 ER0325  STATE/COUNTY-  AZ/NAVAJO
 ER0325  USGS QUAD   -  INDIAN PINE (1977)
 ER0325
 ER0325                         *CURRENT SURVEY CONTROL
 ER0325  ___________________________________________________________________
 ER0325* NAD 83(1986)-  34 01 48.     (N)    109 54 43.     (W)     SCALED    
 ER0325* NAVD 88     -      2030.491  (meters)    6661.70   (feet)  ADJUSTED  
 ER0325  ___________________________________________________________________
 ER0325  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0325  DYNAMIC HT  -        2027.392 (meters)    6651.54  (feet)  COMP
 ER0325  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 ER0325
 ER0325  VERT ORDER  -  FIRST     CLASS II
 ER0325
 ER0325.The horizontal coordinates were scaled from a topographic map and have
 ER0325.an estimated accuracy of +/- 6 seconds.
 ER0325
 ER0325.The orthometric height was determined by differential leveling
 ER0325.and adjusted by the National Geodetic Survey in June 1991..
 ER0325
 ER0325.The geoid height was determined by GEOID03.
 ER0325
 ER0325.The dynamic height is computed by dividing the NAVD 88
 ER0325.geopotential number by the normal gravity value computed on the
 ER0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0325.degrees latitude (g = 980.6199 gals.).
 ER0325
 ER0325.The modeled gravity was interpolated from observed gravity values.
 ER0325
 ER0325;                    North         East    Units  Estimated Accuracy
 ER0325;SPC AZ E     -   336,010.      236,880.      MT  (+/- 180 meters Scaled)
 ER0325
 ER0325                          SUPERSEDED SURVEY CONTROL
 ER0325
 ER0325.No superseded survey control is available for this station.
 ER0325
 ER0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC004660(NAD 83)
 ER0325_MARKER: DB = BENCH MARK DISK
 ER0325_SETTING: 66 = SET IN ROCK OUTCROP
 ER0325_SP_SET: ROCK OUTCROP
 ER0325_STAMPING: C 408 1979
 ER0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0325+STABILITY: POSITION/ELEVATION WELL
 ER0325
 ER0325  HISTORY     - Date     Condition        Report By
 ER0325  HISTORY     - 1979     MONUMENTED       NGS
 ER0325
 ER0325                          STATION DESCRIPTION
 ER0325
 ER0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0325'7.1 MI SW FROM MCNARY.
 ER0325'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0325'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 3.95 MILES
 ER0325'SOUTH ALONG STATE HIGHWAY 73, 0.35 MILE SOUTH OF HIGHWAY MILE MARKER
 ER0325'354, 55.4 FEET NORTHWEST OF UTILITY POLE NUMBER 9, 46 FEET NORTHEAST
 ER0325'OF THE CENTERLINE OF THE HIGHWAY AND 15.7 FEET SOUTHWEST OF A BARBED
 ER0325'WIRE FENCE.
 ER0325'THE MARK IS 1.7 FT  NW FROM A WITNESS POST.
 ER0325'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0464 ***********************************************************************
 DT0464  DESIGNATION -  C 409
 DT0464  PID         -  DT0464
 DT0464  STATE/COUNTY-  AZ/APACHE
 DT0464  USGS QUAD   -  NUTRIOSO (1991)
 DT0464
 DT0464                         *CURRENT SURVEY CONTROL
 DT0464  ___________________________________________________________________
 DT0464* NAD 83(1986)-  33 56 10.     (N)    109 11 20.     (W)     SCALED    
 DT0464* NAVD 88     -      2416.307  (meters)    7927.50   (feet)  ADJUSTED  
 DT0464  ___________________________________________________________________
 DT0464  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0464  DYNAMIC HT  -        2412.387 (meters)    7914.64  (feet)  COMP
 DT0464  MODELED GRAV-     978,926.7   (mgal)                       NAVD 88
 DT0464
 DT0464  VERT ORDER  -  FIRST     CLASS II
 DT0464
 DT0464.The horizontal coordinates were scaled from a topographic map and have
 DT0464.an estimated accuracy of +/- 6 seconds.
 DT0464
 DT0464.The orthometric height was determined by differential leveling
 DT0464.and adjusted by the National Geodetic Survey in June 1991..
 DT0464
 DT0464.The geoid height was determined by GEOID03.
 DT0464
 DT0464.The dynamic height is computed by dividing the NAVD 88
 DT0464.geopotential number by the normal gravity value computed on the
 DT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0464.degrees latitude (g = 980.6199 gals.).
 DT0464
 DT0464.The modeled gravity was interpolated from observed gravity values.
 DT0464
 DT0464;                    North         East    Units  Estimated Accuracy
 DT0464;SPC AZ E     -   326,000.      303,750.      MT  (+/- 180 meters Scaled)
 DT0464
 DT0464                          SUPERSEDED SURVEY CONTROL
 DT0464
 DT0464.No superseded survey control is available for this station.
 DT0464
 DT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC673565(NAD 83)
 DT0464_MARKER: I = METAL ROD
 DT0464_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0464+WITH SETTING: INFORMATION.
 DT0464_SP_SET: SHALLOW SET METAL ROD
 DT0464_STAMPING: C 409 1980
 DT0464_PROJECTION: FLUSH
 DT0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0464_ROD/PIPE-DEPTH: 1.8  meters
 DT0464
 DT0464  HISTORY     - Date     Condition        Report By
 DT0464  HISTORY     - 1980     MONUMENTED       NGS
 DT0464  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0464
 DT0464                          STATION DESCRIPTION
 DT0464
 DT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0464'2.9 KM SE FROM NUTRIOSO.
 DT0464'2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0464'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) SOUTHEAST OF MILE
 DT0464'POST 419, 22.0 METERS (72.2 FT) WEST OF THE CENTERLINE OF THE
 DT0464'HIGHWAY, 17.1 METERS (56.1 FT) EAST OF TELEPHONE POLE NUMBER 1 185,
 DT0464'6.8 METERS (22.2 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 DT0464'SOUTHWEST, 4.3 METERS (14.1 FT) SOUTH OF THE SOUTH GATE POST AND 0.5
 DT0464'METERS (1.5 FT) SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0464'1.8 METERS (6.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 DT0464'INCH LOGO CAP.
 DT0464'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DT0464'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0464
 DT0464                          STATION RECOVERY (2005)
 DT0464
 DT0464'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0208 ***********************************************************************
 DT0208  DESIGNATION -  C 41
 DT0208  PID         -  DT0208
 DT0208  STATE/COUNTY-  AZ/APACHE
 DT0208  USGS QUAD   -  LUNA LAKE (1991)
 DT0208
 DT0208                         *CURRENT SURVEY CONTROL
 DT0208  ___________________________________________________________________
 DT0208* NAD 83(1986)-  33 50 09.     (N)    109 07 18.     (W)     SCALED    
 DT0208* NAVD 88     -      2413.633  (meters)    7918.73   (feet)  ADJUSTED  
 DT0208  ___________________________________________________________________
 DT0208  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DT0208  DYNAMIC HT  -        2409.711 (meters)    7905.86  (feet)  COMP
 DT0208  MODELED GRAV-     978,924.2   (mgal)                       NAVD 88
 DT0208
 DT0208  VERT ORDER  -  FIRST     CLASS II
 DT0208
 DT0208.The horizontal coordinates were scaled from a topographic map and have
 DT0208.an estimated accuracy of +/- 6 seconds.
 DT0208
 DT0208.The orthometric height was determined by differential leveling
 DT0208.and adjusted by the National Geodetic Survey in June 1991..
 DT0208
 DT0208.The geoid height was determined by GEOID03.
 DT0208
 DT0208.The dynamic height is computed by dividing the NAVD 88
 DT0208.geopotential number by the normal gravity value computed on the
 DT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0208.degrees latitude (g = 980.6199 gals.).
 DT0208
 DT0208.The modeled gravity was interpolated from observed gravity values.
 DT0208
 DT0208;                    North         East    Units  Estimated Accuracy
 DT0208;SPC AZ E     -   314,940.      310,080.      MT  (+/- 180 meters Scaled)
 DT0208
 DT0208                          SUPERSEDED SURVEY CONTROL
 DT0208
 DT0208  NGVD 29 (??/??/92) 2412.590  (m)         7915.31   (f) ADJ UNCH    1 2
 DT0208
 DT0208.Superseded values are not recommended for survey control.
 DT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0208.See file dsdata.txt to determine how the superseded data were derived.
 DT0208
 DT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC738455(NAD 83)
 DT0208_MARKER: DB = BENCH MARK DISK
 DT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0208_STAMPING: C 41 1934
 DT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0208+STABILITY: SURFACE MOTION
 DT0208
 DT0208  HISTORY     - Date     Condition        Report By
 DT0208  HISTORY     - 1934     MONUMENTED       CGS
 DT0208  HISTORY     - 1935     GOOD             NGS
 DT0208  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0208
 DT0208                          STATION DESCRIPTION
 DT0208
 DT0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0208'1.8 MI E FROM ALPINE.
 DT0208'1.8 MILES EAST ALONG U.S. HIGHWAY 260 FROM ALPINE, APACHE COUNTY, 0.3
 DT0208'MILE EAST OF THE ALPINE RANGER STATION, 0.2 MILE WEST OF A CEMETERY,
 DT0208'40 FEET SOUTHWEST OF A SPRING, 27 FEET SOUTHWEST OF THE CENTERLINE OF
 DT0208'THE HIGHWAY, AND 8 FEET NORTH OF A FENCE LINE.  A STANDARD DISK,
 DT0208'STAMPED C 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DT0208
 DT0208                          STATION RECOVERY (1980)
 DT0208
 DT0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0208'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0208'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0338 ***********************************************************************
 ER0338  DESIGNATION -  C 410
 ER0338  PID         -  ER0338
 ER0338  STATE/COUNTY-  AZ/APACHE
 ER0338  USGS QUAD   -  MC NARY (1985)
 ER0338
 ER0338                         *CURRENT SURVEY CONTROL
 ER0338  ___________________________________________________________________
 ER0338* NAD 83(1986)-  34 04 37.     (N)    109 49 33.     (W)     SCALED    
 ER0338* NAVD 88     -      2268.732  (meters)    7443.33   (feet)  ADJUSTED  
 ER0338  ___________________________________________________________________
 ER0338  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 ER0338  DYNAMIC HT  -        2265.185 (meters)    7431.69  (feet)  COMP
 ER0338  MODELED GRAV-     978,990.7   (mgal)                       NAVD 88
 ER0338
 ER0338  VERT ORDER  -  FIRST     CLASS II
 ER0338
 ER0338.The horizontal coordinates were scaled from a topographic map and have
 ER0338.an estimated accuracy of +/- 6 seconds.
 ER0338
 ER0338.The orthometric height was determined by differential leveling
 ER0338.and adjusted by the National Geodetic Survey in June 1991..
 ER0338
 ER0338.The geoid height was determined by GEOID03.
 ER0338
 ER0338.The dynamic height is computed by dividing the NAVD 88
 ER0338.geopotential number by the normal gravity value computed on the
 ER0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0338.degrees latitude (g = 980.6199 gals.).
 ER0338
 ER0338.The modeled gravity was interpolated from observed gravity values.
 ER0338
 ER0338;                    North         East    Units  Estimated Accuracy
 ER0338;SPC AZ E     -   341,240.      244,820.      MT  (+/- 180 meters Scaled)
 ER0338
 ER0338                          SUPERSEDED SURVEY CONTROL
 ER0338
 ER0338.No superseded survey control is available for this station.
 ER0338
 ER0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC083713(NAD 83)
 ER0338_MARKER: I = METAL ROD
 ER0338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0338+WITH SETTING: INFORMATION.
 ER0338_SP_SET: SHALLOW SET METAL ROD
 ER0338_STAMPING: C 410 1980
 ER0338_PROJECTION: FLUSH
 ER0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0338_ROD/PIPE-DEPTH: 2.4  meters
 ER0338
 ER0338  HISTORY     - Date     Condition        Report By
 ER0338  HISTORY     - 1980     MONUMENTED       NGS
 ER0338
 ER0338                          STATION DESCRIPTION
 ER0338
 ER0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0338'2.8 KM EAST FROM MCNARY.
 ER0338'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0338'OFFICE IN MCNARY, THENCE 2.7 KM (1.7 MI) EAST ALONG STATE
 ER0338'HIGHWAY 260, 1.6 KM (1.0 MI) EAST OF A SIDE ROAD LEADING
 ER0338'SOUTH, 30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0338'HIGHWAY AND 0.4 METERS (1.4 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0338'REACHED AT 2.4 METERS (8.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0338'THOROUGH A 5-INCH LOGO CAP.
 ER0338'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0667 ***********************************************************************
 FQ0667  DESIGNATION -  C 410
 FQ0667  PID         -  FQ0667
 FQ0667  STATE/COUNTY-  AZ/COCONINO
 FQ0667  USGS QUAD   -  BELLEMONT (1980)
 FQ0667
 FQ0667                         *CURRENT SURVEY CONTROL
 FQ0667  ___________________________________________________________________
 FQ0667* NAD 83(1992)-  35 11 42.50391(N)    111 51 50.02860(W)     ADJUSTED  
 FQ0667* NAVD 88     -      2220.     (meters)    7283.     (feet)  SCALED    
 FQ0667  ___________________________________________________________________
 FQ0667  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 FQ0667  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0667
 FQ0667  HORZ ORDER  -  SECOND
 FQ0667
 FQ0667.The horizontal coordinates were established by classical geodetic methods
 FQ0667.and adjusted by the National Geodetic Survey in August 1993..
 FQ0667
 FQ0667.The orthometric height was scaled from a topographic map.
 FQ0667
 FQ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0667
 FQ0667.The geoid height was determined by GEOID03.
 FQ0667
 FQ0667;                    North         East     Units Scale Factor Converg.
 FQ0667;SPC AZ C     -   465,222.617   218,165.317   MT  0.99990028   +0 01 49.5
 FQ0667;SPC AZ C     - 1,526,320.92    715,765.48   iFT  0.99990028   +0 01 49.5
 FQ0667;UTM  12      - 3,895,025.436   421,354.585   MT  0.99967622   -0 29 52.6
 FQ0667
 FQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0667!SPC AZ C     -   0.99965529  x   0.99990028  =   0.99955561
 FQ0667!UTM  12      -   0.99965529  x   0.99967622  =   0.99933163
 FQ0667
 FQ0667|---------------------------------------------------------------------|
 FQ0667| PID    Reference Object                     Distance      Geod. Az  |
 FQ0667|                                                           dddmmss.s |
 FQ0667| CH2848 C 410 RM 1                           14.152 METERS 02453     |
 FQ0667| FQ0672 VOLUNTEER                           APPROX. 3.8 KM 3112123.5 |
 FQ0667|---------------------------------------------------------------------|
 FQ0667
 FQ0667                          SUPERSEDED SURVEY CONTROL
 FQ0667
 FQ0667  NAD 83(1986)-  35 11 42.50175(N)    111 51 50.02530(W) AD(       ) 2
 FQ0667  NAD 27      -  35 11 42.45470(N)    111 51 47.43230(W) AD(       ) 2
 FQ0667
 FQ0667.Superseded values are not recommended for survey control.
 FQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0667.See file dsdata.txt to determine how the superseded data were derived.
 FQ0667
 FQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2135595025(NAD 83)
 FQ0667_MARKER: DS = TRIANGULATION STATION DISK
 FQ0667_SETTING: 0 = UNSPECIFIED SETTING
 FQ0667
 FQ0667  HISTORY     - Date     Condition        Report By
 FQ0667  HISTORY     - 1958     MONUMENTED       CGS
 FQ0667
 FQ0667                          STATION DESCRIPTION
 FQ0667
 FQ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0667'THE STATION IS ON THE NAVAJO ORDNANCE DEPOT ON BUNKER C 410.
 FQ0667'
 FQ0667'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT, GO WEST
 FQ0667'ON U.S. HIGHWAY 66 AND 89 FOR 11.2 MILES TO THE ORDNANCE DEPOT
 FQ0667'ON THE LEFT, SOUTH.  GO TO THE GUARD STATION AT THE MAIN GATE
 FQ0667'TO THE DEPOT AND GET PERMISSION AND DIRECTIONS TO GO TO BUNKER
 FQ0667'C 410 AND THE STATION.
 FQ0667'
 FQ0667'THE STATION IS A STANDARD DISK, STAMPED C 410 1958, BRAZED TO
 FQ0667'A LENGTH OF 2-INCH SOIL PIPE THAT PROJECTS 18 INCHES.  IT IS
 FQ0667'45 FEET SOUTH OF THE CONCRETE FRONT OF THE BUNKER AND 14 FEET
 FQ0667'SOUTHEAST OF A WITNESS SIGN POST.
 FQ0667'
 FQ0667'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED C410 NO 1 1958,
 FQ0667'CEMENTED IN A DRILL HOLE IN THE CONCRETE FRONT OF THE BUNKER
 FQ0667'AND PROJECTS 4 FEET ABOVE THE BUNKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0364 ***********************************************************************
 ER0364  DESIGNATION -  C 411
 ER0364  PID         -  ER0364
 ER0364  STATE/COUNTY-  AZ/APACHE
 ER0364  USGS QUAD   -  GREER (1969)
 ER0364
 ER0364                         *CURRENT SURVEY CONTROL
 ER0364  ___________________________________________________________________
 ER0364* NAD 83(1986)-  34 04 58.     (N)    109 26 56.     (W)     SCALED    
 ER0364* NAVD 88     -      2457.481  (meters)    8062.59   (feet)  ADJUSTED  
 ER0364  ___________________________________________________________________
 ER0364  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0364  DYNAMIC HT  -        2453.537 (meters)    8049.65  (feet)  COMP
 ER0364  MODELED GRAV-     978,942.0   (mgal)                       NAVD 88
 ER0364
 ER0364  VERT ORDER  -  FIRST     CLASS II
 ER0364
 ER0364.The horizontal coordinates were scaled from a topographic map and have
 ER0364.an estimated accuracy of +/- 6 seconds.
 ER0364
 ER0364.The orthometric height was determined by differential leveling
 ER0364.and adjusted by the National Geodetic Survey in June 1991..
 ER0364
 ER0364.The geoid height was determined by GEOID03.
 ER0364
 ER0364.The dynamic height is computed by dividing the NAVD 88
 ER0364.geopotential number by the normal gravity value computed on the
 ER0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0364.degrees latitude (g = 980.6199 gals.).
 ER0364
 ER0364.The modeled gravity was interpolated from observed gravity values.
 ER0364
 ER0364;                    North         East    Units  Estimated Accuracy
 ER0364;SPC AZ E     -   342,070.      279,600.      MT  (+/- 180 meters Scaled)
 ER0364
 ER0364                          SUPERSEDED SURVEY CONTROL
 ER0364
 ER0364.No superseded survey control is available for this station.
 ER0364
 ER0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC431724(NAD 83)
 ER0364_MARKER: DB = BENCH MARK DISK
 ER0364_SETTING: 66 = SET IN ROCK OUTCROP
 ER0364_SP_SET: ROCK OUTCROP
 ER0364_STAMPING: C 411 1980
 ER0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0364+STABILITY: POSITION/ELEVATION WELL
 ER0364
 ER0364  HISTORY     - Date     Condition        Report By
 ER0364  HISTORY     - 1980     MONUMENTED       NGS
 ER0364  HISTORY     - 20050729 GOOD             USPSQD
 ER0364
 ER0364                          STATION DESCRIPTION
 ER0364
 ER0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0364'15.3 KM WEST FROM EAGAR.
 ER0364'0.2 KM (0.1 MI) SOUTH ALONG U.S HIGHWAY 180 B FROM THE POST
 ER0364'OFFICE IN EAGAR, THENCE 15.1 KM (9.4 MI) WEST ALONG STATE
 ER0364'HIGHWAY 260, 0.4 KM (0.25 MI) NORTHEAST OF A CATTLE GUARD
 ER0364'ACROSS THE HIGHWAY, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST
 ER0364'387, IN TOP OF A ROCK OUTCROP ON TOP OF A SMALL CUT BANK, 20.6 METERS
 ER0364'(67.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS
 ER0364'(33.1 FT) SOUTHEAST OF A FENCE.
 ER0364'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ER0364'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 ER0364
 ER0364                          STATION RECOVERY (2005)
 ER0364
 ER0364'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1005 ***********************************************************************
 DV1005  DESIGNATION -  C 413 32
 DV1005  PID         -  DV1005
 DV1005  STATE/COUNTY-  AZ/LA PAZ
 DV1005  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1005
 DV1005                         *CURRENT SURVEY CONTROL
 DV1005  ___________________________________________________________________
 DV1005* NAD 83(1986)-  33 35 14.     (N)    113 28 24.     (W)     SCALED    
 DV1005* NAVD 88     -       434.56   (+/-2cm)    1425.7    (feet)  VERTCON   
 DV1005  ___________________________________________________________________
 DV1005  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1005
 DV1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1005
 DV1005.The horizontal coordinates were scaled from a topographic map and have
 DV1005.an estimated accuracy of +/- 6 seconds.
 DV1005
 DV1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1005.The vertical order pertains to the NGVD 29 superseded value.
 DV1005
 DV1005.The geoid height was determined by GEOID03.
 DV1005
 DV1005;                    North         East    Units  Estimated Accuracy
 DV1005;SPC AZ W     -   286,920.      239,040.      MT  (+/- 180 meters Scaled)
 DV1005
 DV1005                          SUPERSEDED SURVEY CONTROL
 DV1005
 DV1005  NGVD 29 (??/??/92)  433.886  (m)         1423.51   (f) ADJ UNCH    2 0
 DV1005
 DV1005.Superseded values are not recommended for survey control.
 DV1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1005.See file dsdata.txt to determine how the superseded data were derived.
 DV1005
 DV1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC704191(NAD 83)
 DV1005_MARKER: DB = BENCH MARK DISK
 DV1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1005_STAMPING: C 413 32 1962
 DV1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1005+STABILITY: SURFACE MOTION
 DV1005
 DV1005  HISTORY     - Date     Condition        Report By
 DV1005  HISTORY     - 1962     MONUMENTED       CGS
 DV1005
 DV1005                          STATION DESCRIPTION
 DV1005
 DV1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1005'20.4 MI SE FROM SALOME.
 DV1005'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1005'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1005'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1005'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1005'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1005'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1005'THENCE 3.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1005'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.6 FEET
 DV1005'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1005'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0996 ***********************************************************************
 DU0996  DESIGNATION -  C 414
 DU0996  PID         -  DU0996
 DU0996  STATE/COUNTY-  AZ/MARICOPA
 DU0996  USGS QUAD   -  GUADALUPE (1982)
 DU0996
 DU0996                         *CURRENT SURVEY CONTROL
 DU0996  ___________________________________________________________________
 DU0996* NAD 83(1986)-  33 16 21.     (N)    111 57 41.     (W)     SCALED    
 DU0996* NAVD 88     -       349.64   (+/-2cm)    1147.1    (feet)  VERTCON   
 DU0996  ___________________________________________________________________
 DU0996  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU0996
 DU0996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0996
 DU0996.The horizontal coordinates were scaled from a topographic map and have
 DU0996.an estimated accuracy of +/- 6 seconds.
 DU0996
 DU0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0996.The vertical order pertains to the NGVD 29 superseded value.
 DU0996
 DU0996.The geoid height was determined by GEOID03.
 DU0996
 DU0996;                    North         East    Units  Estimated Accuracy
 DU0996;SPC AZ C     -   251,970.      209,190.      MT  (+/- 180 meters Scaled)
 DU0996
 DU0996                          SUPERSEDED SURVEY CONTROL
 DU0996
 DU0996  NGVD 29 (??/??/92)  349.092  (m)         1145.31   (f) ADJ UNCH    2 0
 DU0996
 DU0996.Superseded values are not recommended for survey control.
 DU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0996.See file dsdata.txt to determine how the superseded data were derived.
 DU0996
 DU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104819(NAD 83)
 DU0996_MARKER: DB = BENCH MARK DISK
 DU0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0996_STAMPING: C 414 1962
 DU0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0996+STABILITY: SURFACE MOTION
 DU0996
 DU0996  HISTORY     - Date     Condition        Report By
 DU0996  HISTORY     - 1962     MONUMENTED       CGS
 DU0996
 DU0996                          STATION DESCRIPTION
 DU0996
 DU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0996'9.6 MI SW FROM CHANDLER.
 DU0996'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0996'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0996'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.7 MILE SOUTHEAST
 DU0996'ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE MEDIAN STRIP OF
 DU0996'INTERSTATE HIGHWAY 10, 8 FEET NORTHEAST OF THE CENTER OF THE TRACK
 DU0996'ROAD, 27.5 FEET NORTHEAST OF AN ARIZONA HIGHWAY DEPARTMENT MARK WITH
 DU0996'NO STAMPING, 24.0 FEET NORTHEAST OF AN A.H.D. WITNESS POST, ABOUT 0.5
 DU0996'FOOT ABOVE THE LEVEL OF THE TRACK ROAD, AND SET IN TOP OF A CONCRETE
 DU0996'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1041 ***********************************************************************
 DV1041  DESIGNATION -  C 415 51
 DV1041  PID         -  DV1041
 DV1041  STATE/COUNTY-  AZ/MARICOPA
 DV1041  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1041
 DV1041                         *CURRENT SURVEY CONTROL
 DV1041  ___________________________________________________________________
 DV1041* NAD 83(1992)-  33 32 07.43304(N)    113 08 43.17678(W)     ADJUSTED  
 DV1041* NAVD 88     -       370.9    (meters)    1217.     (feet)  GPS OBS   
 DV1041  ___________________________________________________________________
 DV1041  X           -  -2,091,962.846 (meters)                     COMP
 DV1041  Y           -  -4,893,806.674 (meters)                     COMP
 DV1041  Z           -   3,503,795.347 (meters)                     COMP
 DV1041  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV1041  ELLIP HEIGHT-         339.91  (meters)          (11/21/00) GPS OBS
 DV1041  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1041
 DV1041  HORZ ORDER  -  B
 DV1041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1041  ELLP ORDER  -  THIRD     CLASS I
 DV1041
 DV1041.The horizontal coordinates were established by GPS observations
 DV1041.and adjusted by the National Geodetic Survey in September 1992..
 DV1041
 DV1041.The orthometric height was determined by GPS observations and a
 DV1041.high-resolution geoid model.
 DV1041.The vertical order pertains to the NGVD 29 superseded value.
 DV1041
 DV1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1041
 DV1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1041
 DV1041.The ellipsoidal height was determined by GPS observations
 DV1041.and is referenced to NAD 83.
 DV1041
 DV1041.The geoid height was determined by GEOID03.
 DV1041
 DV1041;                    North         East     Units Scale Factor Converg.
 DV1041;SPC AZ C     -   281,802.213    99,244.235   MT  1.00006050   -0 40 43.9
 DV1041;SPC AZ C     -   924,547.94    325,604.45   iFT  1.00006050   -0 40 43.9
 DV1041;UTM  12      - 3,712,704.703   300,793.372   MT  1.00008926   -1 11 08.1
 DV1041
 DV1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1041!SPC AZ C     -   0.99994664  x   1.00006050  =   1.00000714
 DV1041!UTM  12      -   0.99994664  x   1.00008926  =   1.00003589
 DV1041
 DV1041                          SUPERSEDED SURVEY CONTROL
 DV1041
 DV1041  NAD 83(1986)-  33 32 07.42633(N)    113 08 43.18370(W) AD(       ) B
 DV1041  ELLIP H (09/30/92)  339.94   (m)                       GP(       ) 2 1
 DV1041  NGVD 29 (??/??/92)  370.250  (m)         1214.73   (f) ADJ UNCH    2 0
 DV1041
 DV1041.Superseded values are not recommended for survey control.
 DV1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1041.See file dsdata.txt to determine how the superseded data were derived.
 DV1041
 DV1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0079312705(NAD 83)
 DV1041_MARKER: DB = BENCH MARK DISK
 DV1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1041_SP_SET: CONCRETE POST
 DV1041_STAMPING: C 415 51 1962
 DV1041_MARK LOGO: CGS   
 DV1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1041+STABILITY: SURFACE MOTION
 DV1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1041+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 DV1041
 DV1041  HISTORY     - Date     Condition        Report By
 DV1041  HISTORY     - 1962     MONUMENTED       CGS
 DV1041  HISTORY     - 1981     GOOD             NGS
 DV1041  HISTORY     - 19920203 GOOD             NGS
 DV1041
 DV1041                          STATION DESCRIPTION
 DV1041
 DV1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1041'14.5 MI NW FROM TONOPAH.
 DV1041'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1041'THENCE 6.2 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 1.1
 DV1041'MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE
 DV1041'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.1 FEET NORTHWEST OF
 DV1041'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV1041'INCHES.
 DV1041
 DV1041                          STATION RECOVERY (1981)
 DV1041
 DV1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1041'RECOVERED IN GOOD CONDITION.
 DV1041
 DV1041                          STATION RECOVERY (1992)
 DV1041
 DV1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1041'THE STATION IS LOCATED ABOUT 100 KM (62.1 MI) EAST OF QUARTZSITE, 20
 DV1041'KM (12.4 MI) EAST OF TONOPAH, 1 KM (0.6 MI) EAST OF INTERSTATE
 DV1041'HIGHWAY 10 (EXIT 81), IN THE HIGHWAY MEDIAN, AT MILE 81.85.
 DV1041'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 DV1041'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 DV1041'HIGHWAY 10 AND SALOME ROAD (EXIT 81), GO EAST ON HIGHWAY 10 FOR 1.01
 DV1041'KM (0.63 MI) TO THE STATION ON THE LEFT.  CONTINUE AHEAD FOR 0.21 KM
 DV1041'(0.13 MI) TO A CROSSOVER AT CONCRETE WASH.  TURN LEFT INTO MEDIAN AND
 DV1041'RETURN TO STATION.
 DV1041'THE STATION IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 DV1041'PROJECTING 10 CM ABOVE GROUND.  LOCATED 73.4 M (240.8 FT) SOUTHEAST
 DV1041'OF THE MOST EASTERLY POST OF METAL GUARDRAIL ON SOUTH SIDE OF THE
 DV1041'WESTBOUND LANES, 30.7 M (100.7 FT) (SLOPE) NORTH OF THE CENTER OF THE
 DV1041'EASTBOUND LANES, 30.6 M (100.4 FT) (SLOPE) SOUTH OF THE CENTER OF THE
 DV1041'WESTBOUND LANES AND 0.8 M (2.6 FT) NORTHWEST OF A METAL WITNESS POST.
 DV1041'NOTE--A METAL PLATE STAMPED -4315+04.27-, HAS BEEN AFFIXED TO THE POST
 DV1041'BY ADOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0871 ***********************************************************************
 DV0871  DESIGNATION -  C 416
 DV0871  PID         -  DV0871
 DV0871  STATE/COUNTY-  AZ/MARICOPA
 DV0871  USGS QUAD   -  WINTERSBURG (1984)
 DV0871
 DV0871                         *CURRENT SURVEY CONTROL
 DV0871  ___________________________________________________________________
 DV0871* NAD 83(1986)-  33 28 52.     (N)    112 47 11.     (W)     SCALED    
 DV0871* NAVD 88     -       343.13   (+/-2cm)    1125.8    (feet)  VERTCON   
 DV0871  ___________________________________________________________________
 DV0871  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV0871
 DV0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0871
 DV0871.The horizontal coordinates were scaled from a topographic map and have
 DV0871.an estimated accuracy of +/- 6 seconds.
 DV0871
 DV0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0871.The vertical order pertains to the NGVD 29 superseded value.
 DV0871
 DV0871.The geoid height was determined by GEOID03.
 DV0871
 DV0871;                    North         East    Units  Estimated Accuracy
 DV0871;SPC AZ C     -   275,440.      132,530.      MT  (+/- 180 meters Scaled)
 DV0871
 DV0871                          SUPERSEDED SURVEY CONTROL
 DV0871
 DV0871  NGVD 29 (??/??/92)  342.500  (m)         1123.69   (f) ADJ UNCH    2 0
 DV0871
 DV0871.Superseded values are not recommended for survey control.
 DV0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0871.See file dsdata.txt to determine how the superseded data were derived.
 DV0871
 DV0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC340060(NAD 83)
 DV0871_MARKER: DB = BENCH MARK DISK
 DV0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0871_STAMPING: C 416 1962
 DV0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0871+STABILITY: SURFACE MOTION
 DV0871
 DV0871  HISTORY     - Date     Condition        Report By
 DV0871  HISTORY     - 1962     MONUMENTED       CGS
 DV0871
 DV0871                          STATION DESCRIPTION
 DV0871
 DV0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0871'9.95 MI SE FROM TONOPAH.
 DV0871'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0871'THENCE 1.2 MILES SOUTH ALONG A GRAVEL ROAD, NEAR A BRIDGE OVER AN
 DV0871'IRRIGATION DITCH, 50 FEET EAST OF THE CENTER OF THE ROAD, 60 FEET
 DV0871'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 1.6 FEET NORTHWEST OF
 DV0871'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0871'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1472 ***********************************************************************
 CZ1472  DESIGNATION -  C 418
 CZ1472  PID         -  CZ1472
 CZ1472  STATE/COUNTY-  AZ/PIMA
 CZ1472  USGS QUAD   -  TUCSON (1992)
 CZ1472
 CZ1472                         *CURRENT SURVEY CONTROL
 CZ1472  ___________________________________________________________________
 CZ1472* NAD 83(1986)-  32 08 22.     (N)    110 52 32.     (W)     SCALED    
 CZ1472* NAVD 88     -       823.094  (meters)    2700.43   (feet)  ADJUSTED  
 CZ1472  ___________________________________________________________________
 CZ1472  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ1472  DYNAMIC HT  -         821.929 (meters)    2696.61  (feet)  COMP
 CZ1472  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 CZ1472
 CZ1472  VERT ORDER  -  FIRST     CLASS II
 CZ1472
 CZ1472.The horizontal coordinates were scaled from a topographic map and have
 CZ1472.an estimated accuracy of +/- 6 seconds.
 CZ1472
 CZ1472.The orthometric height was determined by differential leveling
 CZ1472.and adjusted by the National Geodetic Survey in June 1991..
 CZ1472
 CZ1472.The geoid height was determined by GEOID03.
 CZ1472
 CZ1472.The dynamic height is computed by dividing the NAVD 88
 CZ1472.geopotential number by the normal gravity value computed on the
 CZ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1472.degrees latitude (g = 980.6199 gals.).
 CZ1472
 CZ1472.The modeled gravity was interpolated from observed gravity values.
 CZ1472
 CZ1472;                    North         East    Units  Estimated Accuracy
 CZ1472;SPC AZ C     -   126,800.      311,580.      MT  (+/- 180 meters Scaled)
 CZ1472
 CZ1472                          SUPERSEDED SURVEY CONTROL
 CZ1472
 CZ1472.No superseded survey control is available for this station.
 CZ1472
 CZ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA117558(NAD 83)
 CZ1472_MARKER: DB = BENCH MARK DISK
 CZ1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1472_SP_SET: STAINLESS STEEL ROD
 CZ1472_STAMPING: C 418 1979
 CZ1472_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1472_ROD/PIPE-DEPTH: 7.32 meters
 CZ1472
 CZ1472  HISTORY     - Date     Condition        Report By
 CZ1472  HISTORY     - 1979     MONUMENTED       NGS
 CZ1472  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ1472
 CZ1472                          STATION DESCRIPTION
 CZ1472
 CZ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1472'8.8 MI SE FROM TUCSON.
 CZ1472'8.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1472'STATION AT TUCSON, AT THE CROSSING OF A DRY WASH, 48.0 FEET SOUTHWEST
 CZ1472'OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 52.0 FEET SOUTH
 CZ1472'OF THE SOUTH CORNER OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE
 CZ1472'992.30, 3.3 FEET NORTHWEST OF TELEPHONE POLE 43F AND IN LINE WITH
 CZ1472'THE POLES.
 CZ1472'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CZ1472'THE MARK IS 4 FT BELOW THE RAILS.
 CZ1472
 CZ1472                          STATION RECOVERY (2006)
 CZ1472
 CZ1472'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1472'MARK NOT FOUND. TELEPHONE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0613 ***********************************************************************
 CY0613  DESIGNATION -  C 419
 CY0613  PID         -  CY0613
 CY0613  STATE/COUNTY-  AZ/COCHISE
 CY0613  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0613
 CY0613                         *CURRENT SURVEY CONTROL
 CY0613  ___________________________________________________________________
 CY0613* NAD 83(1986)-  32 19 31.     (N)    109 46 25.     (W)     SCALED    
 CY0613* NAVD 88     -      1321.016  (meters)    4334.03   (feet)  ADJUSTED  
 CY0613  ___________________________________________________________________
 CY0613  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY0613  DYNAMIC HT  -        1319.049 (meters)    4327.58  (feet)  COMP
 CY0613  MODELED GRAV-     979,103.8   (mgal)                       NAVD 88
 CY0613
 CY0613  VERT ORDER  -  FIRST     CLASS II
 CY0613
 CY0613.The horizontal coordinates were scaled from a topographic map and have
 CY0613.an estimated accuracy of +/- 6 seconds.
 CY0613
 CY0613.The orthometric height was determined by differential leveling
 CY0613.and adjusted by the National Geodetic Survey in June 1991..
 CY0613
 CY0613.The geoid height was determined by GEOID03.
 CY0613
 CY0613.The dynamic height is computed by dividing the NAVD 88
 CY0613.geopotential number by the normal gravity value computed on the
 CY0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0613.degrees latitude (g = 980.6199 gals.).
 CY0613
 CY0613.The modeled gravity was interpolated from observed gravity values.
 CY0613
 CY0613;                    North         East    Units  Estimated Accuracy
 CY0613;SPC AZ E     -   147,000.      250,370.      MT  (+/- 180 meters Scaled)
 CY0613
 CY0613                          SUPERSEDED SURVEY CONTROL
 CY0613
 CY0613.No superseded survey control is available for this station.
 CY0613
 CY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA154771(NAD 83)
 CY0613_MARKER: DB = BENCH MARK DISK
 CY0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0613_SP_SET: STAINLESS STEEL ROD
 CY0613_STAMPING: C 419 1979
 CY0613_PROJECTION: FLUSH
 CY0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0613_ROD/PIPE-DEPTH: 6.7  meters
 CY0613
 CY0613  HISTORY     - Date     Condition        Report By
 CY0613  HISTORY     - 1979     MONUMENTED       NGS
 CY0613
 CY0613                          STATION DESCRIPTION
 CY0613
 CY0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0613'9.4 KM NE FROM WILLCOX.
 CY0613'9.4 KILOMETERS (5.85 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0613'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.6 KILOMETER (0.4 MILE)
 CY0613'NORTHEAST OF MILE POST 346, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF A
 CY0613'DOUBLE BOX CULVERT FOR THE HIGHWAY, 29.6 METERS (97 FEET) SOUTHEAST
 CY0613'OF THE CENTERLINE OF THE EASTBOUND LANES, 43.9 METERS (144 FEET)
 CY0613'SOUTHWEST OF A BRACED 5-CENTIMETER GALVANIZED PIPE FENCE POST IN THE
 CY0613'RIGHT-OF-WAY FENCE, 34.1 METERS (112 FEET) NORTHEAST OF A HIGHWAY
 CY0613'RIGHT-OF-WAY MARKER AND 0.8 METER (2.5 FEET) NORTHWEST OF THE
 CY0613'RIGHT-OF-WAY FENCE.
 CY0613'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 CY0613'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0249 ***********************************************************************
 ER0249  DESIGNATION -  C 42
 ER0249  PID         -  ER0249
 ER0249  STATE/COUNTY-  AZ/APACHE
 ER0249  USGS QUAD   -  GREENS PEAK (1969)
 ER0249
 ER0249                         *CURRENT SURVEY CONTROL
 ER0249  ___________________________________________________________________
 ER0249* NAD 83(1986)-  34 03 27.     (N)    109 30 04.     (W)     SCALED    
 ER0249* NAVD 88     -      2720.903  (meters)    8926.83   (feet)  ADJUSTED  
 ER0249  ___________________________________________________________________
 ER0249  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0249  DYNAMIC HT  -        2716.430 (meters)    8912.15  (feet)  COMP
 ER0249  MODELED GRAV-     978,892.3   (mgal)                       NAVD 88
 ER0249
 ER0249  VERT ORDER  -  FIRST     CLASS II
 ER0249
 ER0249.The horizontal coordinates were scaled from a topographic map and have
 ER0249.an estimated accuracy of +/- 6 seconds.
 ER0249
 ER0249.The orthometric height was determined by differential leveling
 ER0249.and adjusted by the National Geodetic Survey in June 1991..
 ER0249.WARNING-Repeat measurements at this control monument indicate possible
 ER0249.vertical movement.
 ER0249
 ER0249.The geoid height was determined by GEOID03.
 ER0249
 ER0249.The dynamic height is computed by dividing the NAVD 88
 ER0249.geopotential number by the normal gravity value computed on the
 ER0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0249.degrees latitude (g = 980.6199 gals.).
 ER0249
 ER0249.The modeled gravity was interpolated from observed gravity values.
 ER0249
 ER0249;                    North         East    Units  Estimated Accuracy
 ER0249;SPC AZ E     -   339,230.      274,800.      MT  (+/- 180 meters Scaled)
 ER0249
 ER0249                          SUPERSEDED SURVEY CONTROL
 ER0249
 ER0249  NGVD 29 (??/??/92) 2719.744  (m)         8923.03   (f) ADJ UNCH    1 2
 ER0249
 ER0249.Superseded values are not recommended for survey control.
 ER0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0249.See file dsdata.txt to determine how the superseded data were derived.
 ER0249
 ER0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC383695(NAD 83)
 ER0249_MARKER: DB = BENCH MARK DISK
 ER0249_SETTING: 66 = SET IN ROCK OUTCROP
 ER0249_SP_SET: ROCK RIDGE
 ER0249_STAMPING: C-42 1934
 ER0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0249+STABILITY: POSITION/ELEVATION WELL
 ER0249
 ER0249  HISTORY     - Date     Condition        Report By
 ER0249  HISTORY     - 1934     MONUMENTED       CGS
 ER0249  HISTORY     - 1970     GOOD             USGS
 ER0249  HISTORY     - 1980     GOOD             NGS
 ER0249
 ER0249                          STATION DESCRIPTION
 ER0249
 ER0249'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0249'14.3 MI W FROM EAGAR.
 ER0249'13.2 MILES WEST ALONG STATE HWY. NO.73 FROM THE JUNCTION OF STATE HWY.
 ER0249'NO. 73 AND U.S. HWY. 180B AT EAGAR, ARIZONA.  0.15 MILES WEST OF THE
 ER0249'ENTRANCE TO A STATE HWY. MAINTENANCE SHED.  30 FT. NORTH OF THE CENTER
 ER0249'LINE OF HIGHWAY, AND IN THE TOP OF A ROCK ON A SMALL ROCKY RIDGE. A
 ER0249'STANDARD DISK STAMPED C-42 1934.
 ER0249
 ER0249                          STATION RECOVERY (1980)
 ER0249
 ER0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0249'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0249'OFFICE IN EAGAR, THENCE 21.4 KM (13.3 MI) WEST ALONG STATE
 ER0249'HIGHWAY 260, IN TOP OF A 3 BY 3 FT ROCK OUTROCK ON A SMALL
 ER0249'ROCKY RIDGE AT THE EAST END OF A LARGE CLEARING AT MILE POST 383,
 ER0249'80.5 METERS (264.0 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING
 ER0249'NORTHWEST, 23.3 METERS (76.5 FT) NORTHWEST OF THE MILE POST AND 10.2
 ER0249'METERS (33.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0249'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0249'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0597 ***********************************************************************
 CY0597  DESIGNATION -  C 420
 CY0597  PID         -  CY0597
 CY0597  STATE/COUNTY-  AZ/COCHISE
 CY0597  USGS QUAD   -  COCHISE (1985)
 CY0597
 CY0597                         *CURRENT SURVEY CONTROL
 CY0597  ___________________________________________________________________
 CY0597* NAD 83(1986)-  32 03 54.     (N)    109 53 40.     (W)     SCALED    
 CY0597* NAVD 88     -      1277.467  (meters)    4191.16   (feet)  ADJUSTED  
 CY0597  ___________________________________________________________________
 CY0597  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY0597  DYNAMIC HT  -        1275.527 (meters)    4184.79  (feet)  COMP
 CY0597  MODELED GRAV-     979,076.6   (mgal)                       NAVD 88
 CY0597
 CY0597  VERT ORDER  -  FIRST     CLASS II
 CY0597
 CY0597.The horizontal coordinates were scaled from a topographic map and have
 CY0597.an estimated accuracy of +/- 6 seconds.
 CY0597
 CY0597.The orthometric height was determined by differential leveling
 CY0597.and adjusted by the National Geodetic Survey in June 1991..
 CY0597
 CY0597.The geoid height was determined by GEOID03.
 CY0597
 CY0597.The dynamic height is computed by dividing the NAVD 88
 CY0597.geopotential number by the normal gravity value computed on the
 CY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0597.degrees latitude (g = 980.6199 gals.).
 CY0597
 CY0597.The modeled gravity was interpolated from observed gravity values.
 CY0597
 CY0597;                    North         East    Units  Estimated Accuracy
 CY0597;SPC AZ E     -   118,110.      239,060.      MT  (+/- 180 meters Scaled)
 CY0597
 CY0597                          SUPERSEDED SURVEY CONTROL
 CY0597
 CY0597.No superseded survey control is available for this station.
 CY0597
 CY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA043481(NAD 83)
 CY0597_MARKER: DB = BENCH MARK DISK
 CY0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0597_SP_SET: STAINLESS STEEL ROD
 CY0597_STAMPING: C 420 1980
 CY0597_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0597+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0597_ROD/PIPE-DEPTH: 6.9  meters
 CY0597
 CY0597  HISTORY     - Date     Condition        Report By
 CY0597  HISTORY     - 1980     MONUMENTED       NGS
 CY0597  HISTORY     - 20060506 GOOD             NGS
 CY0597
 CY0597                          STATION DESCRIPTION
 CY0597
 CY0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0597'22.8 KM SW FROM WILLCOX.
 CY0597'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0597'RAILROAD FROM THE STATION IN WILLCOX, THENCE 7.7 KILOMETERS (4.8
 CY0597'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.7 KILOMETER (0.45
 CY0597'MILE) NORTHWEST OF THE MAIN ENTRANCE TO THE APACHE ELECTRIC
 CY0597'STATION, 9.6 METERS (31.5 FEET) SOUTHWEST OF HIGHWAY MILEPOST
 CY0597'58, 14.9 METERS (49.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0597'THE HIGHWAY, 40.5 METERS (133.0 FEET) SOUTHEAST OF A POWER POLE.
 CY0597'THE MARK IS .6 METERS  SW FROM A WITNESS POST.
 CY0597
 CY0597                          STATION RECOVERY (2006)
 CY0597
 CY0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0597'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0224 ***********************************************************************
 CF0224  DESIGNATION -  C 421
 CF0224  PID         -  CF0224
 CF0224  STATE/COUNTY-  AZ/COCHISE
 CF0224  USGS QUAD   -  ELFRIDA (1986)
 CF0224
 CF0224                         *CURRENT SURVEY CONTROL
 CF0224  ___________________________________________________________________
 CF0224* NAD 83(1986)-  31 42 28.     (N)    109 41 14.     (W)     SCALED    
 CF0224* NAVD 88     -      1273.714  (meters)    4178.84   (feet)  ADJUSTED  
 CF0224  ___________________________________________________________________
 CF0224  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CF0224  DYNAMIC HT  -        1271.729 (meters)    4172.33  (feet)  COMP
 CF0224  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CF0224
 CF0224  VERT ORDER  -  FIRST     CLASS II
 CF0224
 CF0224.The horizontal coordinates were scaled from a topographic map and have
 CF0224.an estimated accuracy of +/- 6 seconds.
 CF0224
 CF0224.The orthometric height was determined by differential leveling
 CF0224.and adjusted by the National Geodetic Survey in June 1991..
 CF0224
 CF0224.The geoid height was determined by GEOID03.
 CF0224
 CF0224.The dynamic height is computed by dividing the NAVD 88
 CF0224.geopotential number by the normal gravity value computed on the
 CF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0224.degrees latitude (g = 980.6199 gals.).
 CF0224
 CF0224.The modeled gravity was interpolated from observed gravity values.
 CF0224
 CF0224;                    North         East    Units  Estimated Accuracy
 CF0224;SPC AZ E     -    78,570.      258,800.      MT  (+/- 180 meters Scaled)
 CF0224
 CF0224                          SUPERSEDED SURVEY CONTROL
 CF0224
 CF0224.No superseded survey control is available for this station.
 CF0224
 CF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA243087(NAD 83)
 CF0224_MARKER: DB = BENCH MARK DISK
 CF0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0224_SP_SET: STAINLESS STEEL ROD
 CF0224_STAMPING: C 421 1980
 CF0224_PROJECTION: FLUSH
 CF0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0224_ROD/PIPE-DEPTH: 4.5  meters
 CF0224
 CF0224  HISTORY     - Date     Condition        Report By
 CF0224  HISTORY     - 1980     MONUMENTED       NGS
 CF0224
 CF0224                          STATION DESCRIPTION
 CF0224
 CF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0224'2.8 KM NORTH FROM ELFRIDA.
 CF0224'2.8 KILOMETERS (1.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0224'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) SOUTH
 CF0224'OF THOMPSON ROAD, AT A T-JUNCTION IN THE RIGHT-OF-WAY FENCE,
 CF0224'15.2 METERS (50 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CF0224'63.4 METERS (208 FEET) SOUTH OF THE CENTER OF THE DRIVEWAY TO THE
 CF0224'H. F. HARRISON RESIDENCE, 46.6 METERS (153 FEET) NORTH OF A
 CF0224'POWERLINE CROSSING THE HIGHWAY AND POWER POLE NUMBER PX46, 12.8
 CF0224'METERS (42 FEET) NORTH OF THE CENTER OF A DIRT ROAD AND A WIRE
 CF0224'GATE, 10.1 METERS (33 FEET) WEST OF MILEPOST 26, 0.3 METER (1 FOOT)
 CF0224'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0224'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CF0224'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1160 ***********************************************************************
 DA1160  DESIGNATION -  C 422
 DA1160  PID         -  DA1160
 DA1160  STATE/COUNTY-  AZ/MARICOPA
 DA1160  USGS QUAD   -  BOSQUE (1973)
 DA1160
 DA1160                         *CURRENT SURVEY CONTROL
 DA1160  ___________________________________________________________________
 DA1160* NAD 83(1986)-  32 57 53.     (N)    112 36 50.     (W)     SCALED    
 DA1160* NAVD 88     -       287.257  (meters)     942.44   (feet)  ADJUSTED  
 DA1160  ___________________________________________________________________
 DA1160  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DA1160  DYNAMIC HT  -         286.913 (meters)     941.31  (feet)  COMP
 DA1160  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 DA1160
 DA1160  VERT ORDER  -  FIRST     CLASS II
 DA1160
 DA1160.The horizontal coordinates were scaled from a topographic map and have
 DA1160.an estimated accuracy of +/- 6 seconds.
 DA1160
 DA1160.The orthometric height was determined by differential leveling
 DA1160.and adjusted by the National Geodetic Survey in June 1991..
 DA1160
 DA1160.The geoid height was determined by GEOID03.
 DA1160
 DA1160.The dynamic height is computed by dividing the NAVD 88
 DA1160.geopotential number by the normal gravity value computed on the
 DA1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1160.degrees latitude (g = 980.6199 gals.).
 DA1160
 DA1160.The modeled gravity was interpolated from observed gravity values.
 DA1160
 DA1160;                    North         East    Units  Estimated Accuracy
 DA1160;SPC AZ C     -   218,060.      148,180.      MT  (+/- 180 meters Scaled)
 DA1160
 DA1160                          SUPERSEDED SURVEY CONTROL
 DA1160
 DA1160.No superseded survey control is available for this station.
 DA1160
 DA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB491485(NAD 83)
 DA1160_MARKER: I = METAL ROD
 DA1160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1160_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1160_STAMPING: C 422 1980
 DA1160_PROJECTION: FLUSH
 DA1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1160+STABILITY: POSITION/ELEVATION WELL
 DA1160_ROD/PIPE-DEPTH: 10.7 meters
 DA1160_SLEEVE-DEPTH  : 7.6 meters
 DA1160
 DA1160  HISTORY     - Date     Condition        Report By
 DA1160  HISTORY     - 1980     MONUMENTED       NGS
 DA1160  HISTORY     - 19941202 GOOD             USPSQD
 DA1160
 DA1160                          STATION DESCRIPTION
 DA1160
 DA1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1160'9.6 KM EAST FROM GILA BEND.
 DA1160'9.6 KILOMETERS (6.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA1160'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET AT THE NORTHEAST
 DA1160'CORNER OF THE JUNCTION OF MARICOPA ROAD AND A DIRT-GRAVEL ROAD
 DA1160'LEADING NORTH, 135.6 METERS (445 FEET) NORTH-NORTHEAST OF BENCH MARK
 DA1160'K 92, 14.6 METERS (48 FEET) NORTHEAST OF THE CENTERLINE OF THE DIRT
 DA1160'ROAD, 32.9 METERS (108 FEET) NORTHWEST OF THE CENTERLINE OF MARICOPA
 DA1160'ROAD, 69.5 METERS (228 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA1160'TRACKS AND 7.0 METERS (23 FEET) NORTHEAST OF THE NORTHEAST LEG OF
 DA1160'A METAL SIGN READING U. S. GOVERNMENT PROPERTY.  NOTE--THIS MARK
 DA1160'IS PROTECTED BY TWO METAL WITNESS POSTS.
 DA1160'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1160'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 DA1160
 DA1160                          STATION RECOVERY (1994)
 DA1160
 DA1160'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0892 ***********************************************************************
 CG0892  DESIGNATION -  C 423
 CG0892  PID         -  CG0892
 CG0892  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0892  USGS QUAD   -  NOGALES (1981)
 CG0892
 CG0892                         *CURRENT SURVEY CONTROL
 CG0892  ___________________________________________________________________
 CG0892* NAD 83(1986)-  31 19 59.     (N)    110 56 21.     (W)     SCALED    
 CG0892* NAVD 88     -      1178.983  (meters)    3868.05   (feet)  ADJUSTED  
 CG0892  ___________________________________________________________________
 CG0892  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0892  DYNAMIC HT  -        1177.155 (meters)    3862.05  (feet)  COMP
 CG0892  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 CG0892
 CG0892  VERT ORDER  -  FIRST     CLASS II
 CG0892
 CG0892.The horizontal coordinates were scaled from a topographic map and have
 CG0892.an estimated accuracy of +/- 6 seconds.
 CG0892
 CG0892.The orthometric height was determined by differential leveling
 CG0892.and adjusted by the National Geodetic Survey in June 1991..
 CG0892
 CG0892.The geoid height was determined by GEOID03.
 CG0892
 CG0892.The dynamic height is computed by dividing the NAVD 88
 CG0892.geopotential number by the normal gravity value computed on the
 CG0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0892.degrees latitude (g = 980.6199 gals.).
 CG0892
 CG0892.The modeled gravity was interpolated from observed gravity values.
 CG0892
 CG0892;                    North         East    Units  Estimated Accuracy
 CG0892;SPC AZ C     -    37,340.      306,380.      MT  (+/- 180 meters Scaled)
 CG0892
 CG0892                          SUPERSEDED SURVEY CONTROL
 CG0892
 CG0892.No superseded survey control is available for this station.
 CG0892
 CG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV057665(NAD 83)
 CG0892_MARKER: DB = BENCH MARK DISK
 CG0892_SETTING: 66 = SET IN ROCK OUTCROP
 CG0892_SP_SET: ROCK OUTCROP
 CG0892_STAMPING: C 423 1980
 CG0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0892+STABILITY: POSITION/ELEVATION WELL
 CG0892
 CG0892  HISTORY     - Date     Condition        Report By
 CG0892  HISTORY     - 1980     MONUMENTED       NGS
 CG0892
 CG0892                          STATION DESCRIPTION
 CG0892
 CG0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0892'IN NOGALES.
 CG0892'AT THE EAST END OF INTERNATIONAL STREET IN NOGALES, IN TOP OF A SMALL
 CG0892'LEDGE IN THE NORTH SLOPE OF A ROCK CUT FOR THE CAPIN MERCANTILE
 CG0892'CORPORATION AND 14.9 METERS (48.9 FEET) SOUTHWEST OF THE SOUTHEAST
 CG0892'CORNER OF THE BUILDING, 45.8 METERS (150 FEET) NORTHEAST OF THE
 CG0892'CENTER OF THE JUNCTION OF INTERNATIONAL STREET AND NELSON AVENUE,
 CG0892'37.9 METERS (124 FEET) EAST OF THE CENTERLINE OF NELSON AVENUE
 CG0892'AND 0.4 METER (1.5 FEET) SOUTHEAST OF THE EAST END OF A CONCRETE
 CG0892'BLOCK RETAINING WALL.
 CG0892'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CG0892'THE MARK IS 1 M ABOVE THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1433 ***********************************************************************
 CZ1433  DESIGNATION -  C 424
 CZ1433  PID         -  CZ1433
 CZ1433  STATE/COUNTY-  AZ/PIMA
 CZ1433  USGS QUAD   -  MARANA (1992)
 CZ1433
 CZ1433                         *CURRENT SURVEY CONTROL
 CZ1433  ___________________________________________________________________
 CZ1433* NAD 83(1986)-  32 23 40.     (N)    111 08 29.     (W)     SCALED    
 CZ1433* NAVD 88     -       635.038  (meters)    2083.45   (feet)  ADJUSTED  
 CZ1433  ___________________________________________________________________
 CZ1433  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ1433  DYNAMIC HT  -         634.196 (meters)    2080.69  (feet)  COMP
 CZ1433  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CZ1433
 CZ1433  VERT ORDER  -  FIRST     CLASS II
 CZ1433
 CZ1433.The horizontal coordinates were scaled from a topographic map and have
 CZ1433.an estimated accuracy of +/- 6 seconds.
 CZ1433
 CZ1433.The orthometric height was determined by differential leveling
 CZ1433.and adjusted by the National Geodetic Survey in June 1991..
 CZ1433
 CZ1433.The geoid height was determined by GEOID03.
 CZ1433
 CZ1433.The dynamic height is computed by dividing the NAVD 88
 CZ1433.geopotential number by the normal gravity value computed on the
 CZ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1433.degrees latitude (g = 980.6199 gals.).
 CZ1433
 CZ1433.The modeled gravity was interpolated from observed gravity values.
 CZ1433
 CZ1433;                    North         East    Units  Estimated Accuracy
 CZ1433;SPC AZ C     -   154,870.      286,300.      MT  (+/- 180 meters Scaled)
 CZ1433
 CZ1433                          SUPERSEDED SURVEY CONTROL
 CZ1433
 CZ1433.No superseded survey control is available for this station.
 CZ1433
 CZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA867841(NAD 83)
 CZ1433_MARKER: DB = BENCH MARK DISK
 CZ1433_SETTING: 80 = SET IN A BOULDER
 CZ1433_SP_SET: BOULDER
 CZ1433_STAMPING: C 424 1980
 CZ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1433+STABILITY: SURFACE MOTION
 CZ1433
 CZ1433  HISTORY     - Date     Condition        Report By
 CZ1433  HISTORY     - 1980     MONUMENTED       NGS
 CZ1433
 CZ1433                          STATION DESCRIPTION
 CZ1433
 CZ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1433'28.2 KM NW FROM TUCSON.
 CZ1433'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1433'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CZ1433'WEST ALONG AVRA VALLEY ROAD, THENCE 1.1 KILOMETERS (0.7 MILE)
 CZ1433'SOUTHEAST ALONG A PRIVATE HAUL ROAD, SET IN THE EAST SIDE OF A
 CZ1433'BOULDER ON THE EAST SLOPE OF THE MOUNTAIN, AND BELOW THE MASSIVE
 CZ1433'ROCK ON THE SLOPE, 9.4 METERS (31 FEET) WEST OF THE CENTERLINE OF
 CZ1433'THE ROAD, 67.3 METERS (222 FEET) NORTH OF THE CENTERLINE OF AN
 CZ1433'EAST-WEST ROAD WHICH T-JUNCTIONS WITH THE HAUL ROAD AND 46.1 METERS
 CZ1433'(152 FEET) NORTH OF THE 15-CENTIMETER (5-INCH) IRON GATE POST FOR
 CZ1433'A CABLE GATE.
 CZ1433'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CZ1433'THE MARK IS 2 M ABOVE THE HAUL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0425 ***********************************************************************
 DT0425  DESIGNATION -  C 43
 DT0425  PID         -  DT0425
 DT0425  STATE/COUNTY-  AZ/NAVAJO
 DT0425  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0425
 DT0425                         *CURRENT SURVEY CONTROL
 DT0425  ___________________________________________________________________
 DT0425* NAD 83(1992)-  33 57 15.38072(N)    109 55 39.86867(W)     ADJUSTED  
 DT0425* NAVD 88     -      1799.002  (meters)    5902.23   (feet)  ADJUSTED  
 DT0425  ___________________________________________________________________
 DT0425  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 DT0425  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 DT0425  DYNAMIC HT  -        1796.328 (meters)    5893.45  (feet)  COMP
 DT0425  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 DT0425
 DT0425  HORZ ORDER  -  SECOND
 DT0425  VERT ORDER  -  FIRST     CLASS II
 DT0425
 DT0425.The horizontal coordinates were established by classical geodetic methods
 DT0425.and adjusted by the National Geodetic Survey in August 1993..
 DT0425
 DT0425.The orthometric height was determined by differential leveling
 DT0425.and adjusted by the National Geodetic Survey in June 1991..
 DT0425
 DT0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0425
 DT0425.The geoid height was determined by GEOID03.
 DT0425
 DT0425.The dynamic height is computed by dividing the NAVD 88
 DT0425.geopotential number by the normal gravity value computed on the
 DT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0425.degrees latitude (g = 980.6199 gals.).
 DT0425
 DT0425.The modeled gravity was interpolated from observed gravity values.
 DT0425
 DT0425;                    North         East     Units Scale Factor Converg.
 DT0425;SPC AZ E     -   327,607.880   235,442.706   MT  0.99990601   +0 08 00.4
 DT0425;SPC AZ E     - 1,074,829.00    772,449.82   iFT  0.99990601   +0 08 00.4
 DT0425;UTM  12      - 3,757,603.650   599,075.988   MT  0.99972100   +0 35 56.2
 DT0425
 DT0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0425!SPC AZ E     -   0.99972139  x   0.99990601  =   0.99962743
 DT0425!UTM  12      -   0.99972139  x   0.99972100  =   0.99944247
 DT0425
 DT0425                          SUPERSEDED SURVEY CONTROL
 DT0425
 DT0425  NAD 83(1986)-  33 57 15.37816(N)    109 55 39.87246(W) AD(       ) 2
 DT0425  NAD 27      -  33 57 15.21030(N)    109 55 37.50490(W) AD(       ) 2
 DT0425  NGVD 29 (??/??/92) 1798.185  (m)         5899.55   (f) ADJ UNCH    1 2
 DT0425
 DT0425.Superseded values are not recommended for survey control.
 DT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0425.See file dsdata.txt to determine how the superseded data were derived.
 DT0425
 DT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9907657604(NAD 83)
 DT0425_MARKER: DB = BENCH MARK DISK
 DT0425_SETTING: 66 = SET IN ROCK OUTCROP
 DT0425_SP_SET: ROCK OUTCROP
 DT0425_STAMPING: C 43 1934
 DT0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0425+STABILITY: POSITION/ELEVATION WELL
 DT0425
 DT0425  HISTORY     - Date     Condition        Report By
 DT0425  HISTORY     - 1958     MONUMENTED       CGS
 DT0425  HISTORY     - 1958     GOOD             NGS
 DT0425  HISTORY     - 1967     GOOD             AMS
 DT0425  HISTORY     - 1979     GOOD             NGS
 DT0425
 DT0425                          STATION DESCRIPTION
 DT0425
 DT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DT0425'C AND GS BM C 43 1934
 DT0425'IS A STANDARD DISC SET IN A DRILL HOLE IN AN IRREGULAR SHAPED
 DT0425'BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED C 43 1934.
 DT0425
 DT0425                          STATION RECOVERY (1958)
 DT0425
 DT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DT0425'8.4 MI N FROM WHITERIVER.
 DT0425'8.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0425'60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 DT0425'ROCK OUTCROP.  A STANDARD DISK, STAMPED C 43 1934.
 DT0425
 DT0425                          STATION RECOVERY (1967)
 DT0425
 DT0425'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0425'BENCH MARK C-43 IS A STANDARD BRONZE USC AND GS DISC CEMENTED
 DT0425'IN ROCK PROJECTING 6 IN AND STAMPED C-43 1934 IT IS LOCATED
 DT0425'16.765M FROM STATION POST AT A MAG AZ OF 198 DEG AND A D.E. OF -1.33
 DT0425'FEET.
 DT0425
 DT0425                          STATION RECOVERY (1979)
 DT0425
 DT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0425'8.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0425'HEADQUARTERS IN WHITERIVER, 0.3 MILE SOUTH OF HIGHWAY MILE MARKER 348,
 DT0425'74.4 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 DT0425'SOUTH-SOUTHWEST OF TRIANGULATION STATION MARK POST AND 19.8 FEET
 DT0425'NORTH-NORTHWEST OF A BARBED WIRE FENCE.
 DT0425'THE MARK IS 38.1 FT  WSW FROM A WITNESS POST.
 DT0425'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1473 ***********************************************************************
 CZ1473  DESIGNATION -  C 430
 CZ1473  PID         -  CZ1473
 CZ1473  STATE/COUNTY-  AZ/PIMA
 CZ1473  USGS QUAD   -  TUCSON EAST (1992)
 CZ1473
 CZ1473                         *CURRENT SURVEY CONTROL
 CZ1473  ___________________________________________________________________
 CZ1473* NAD 83(1986)-  32 07 43.     (N)    110 51 28.     (W)     SCALED    
 CZ1473* NAVD 88     -       839.721  (meters)    2754.98   (feet)  ADJUSTED  
 CZ1473  ___________________________________________________________________
 CZ1473  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ1473  DYNAMIC HT  -         838.526 (meters)    2751.06  (feet)  COMP
 CZ1473  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 CZ1473  OBS GRAVITY -     979,191.6   (mgal)                       GRAV_OBS
 CZ1473
 CZ1473  VERT ORDER  -  FIRST     CLASS II
 CZ1473
 CZ1473.The horizontal coordinates were scaled from a topographic map and have
 CZ1473.an estimated accuracy of +/- 6 seconds.
 CZ1473
 CZ1473.The orthometric height was determined by differential leveling
 CZ1473.and adjusted by the National Geodetic Survey in June 1991..
 CZ1473
 CZ1473.The geoid height was determined by GEOID03.
 CZ1473
 CZ1473.The dynamic height is computed by dividing the NAVD 88
 CZ1473.geopotential number by the normal gravity value computed on the
 CZ1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1473.degrees latitude (g = 980.6199 gals.).
 CZ1473
 CZ1473.The modeled gravity was interpolated from observed gravity values.
 CZ1473.The observed gravity was obtained from relative gravimeter ties
 CZ1473.to the IGSN71 gravity network.
 CZ1473
 CZ1473;                    North         East    Units  Estimated Accuracy
 CZ1473;SPC AZ C     -   125,620.      313,270.      MT  (+/- 180 meters Scaled)
 CZ1473
 CZ1473                          SUPERSEDED SURVEY CONTROL
 CZ1473
 CZ1473.No superseded survey control is available for this station.
 CZ1473
 CZ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134547(NAD 83)
 CZ1473_MARKER: I = METAL ROD
 CZ1473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1473_STAMPING: C 430 1979
 CZ1473_PROJECTION: FLUSH
 CZ1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1473+STABILITY: POSITION/ELEVATION WELL
 CZ1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1473+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1473_ROD/PIPE-DEPTH: 12.2 meters
 CZ1473_SLEEVE-DEPTH  : 8.53 meters
 CZ1473
 CZ1473  HISTORY     - Date     Condition        Report By
 CZ1473  HISTORY     - 1979     MONUMENTED       NGS
 CZ1473  HISTORY     - 19970204 GOOD             USPSQD
 CZ1473  HISTORY     - 20060316 GOOD             USPSQD
 CZ1473
 CZ1473                          STATION DESCRIPTION
 CZ1473
 CZ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1473'10.0 MI SE FROM TUCSON.
 CZ1473'10.05 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1473'STATION IN TUCSON, AT THE SOUTHEAST CORNER OF THE JUNCTION OF THE
 CZ1473'RAILROAD AND WILMOT ROAD, ALSO 1.05 MILE NORTH OF D 430 AND INTERSTATE
 CZ1473'10, 205 FEET SOUTHEAST OF THE JUNCTION OF THE TRACKS AND THE ROAD,
 CZ1473'47.6 FEET SOUTH OF THE FENCE CORNER, 43.6 FEET SOUTH OF A BRACE POLE
 CZ1473'WITH GUY WIRE, 40.3 FEET EAST OF THE CENTERLINE OF THE ROAD AND 4.6
 CZ1473'FEET WEST OF A FENCE.
 CZ1473'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CZ1473'THE MARK IS ABOVE LEVEL WITH ROAD.
 CZ1473
 CZ1473                          STATION RECOVERY (1997)
 CZ1473
 CZ1473'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1473'RECOVERED IN GOOD CONDITION.
 CZ1473
 CZ1473                          STATION RECOVERY (2006)
 CZ1473
 CZ1473'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1473'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0592 ***********************************************************************
 CY0592  DESIGNATION -  C 431
 CY0592  PID         -  CY0592
 CY0592  STATE/COUNTY-  AZ/COCHISE
 CY0592  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0592
 CY0592                         *CURRENT SURVEY CONTROL
 CY0592  ___________________________________________________________________
 CY0592* NAD 83(1986)-  32 08 29.     (N)    109 55 46.     (W)     SCALED    
 CY0592* NAVD 88     -      1276.333  (meters)    4187.44   (feet)  ADJUSTED  
 CY0592  ___________________________________________________________________
 CY0592  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0592  DYNAMIC HT  -        1274.405 (meters)    4181.11  (feet)  COMP
 CY0592  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CY0592
 CY0592  VERT ORDER  -  FIRST     CLASS II
 CY0592
 CY0592.The horizontal coordinates were scaled from a topographic map and have
 CY0592.an estimated accuracy of +/- 6 seconds.
 CY0592
 CY0592.The orthometric height was determined by differential leveling
 CY0592.and adjusted by the National Geodetic Survey in June 1991..
 CY0592
 CY0592.The geoid height was determined by GEOID03.
 CY0592
 CY0592.The dynamic height is computed by dividing the NAVD 88
 CY0592.geopotential number by the normal gravity value computed on the
 CY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0592.degrees latitude (g = 980.6199 gals.).
 CY0592
 CY0592.The modeled gravity was interpolated from observed gravity values.
 CY0592
 CY0592;                    North         East    Units  Estimated Accuracy
 CY0592;SPC AZ E     -   126,570.      235,740.      MT  (+/- 180 meters Scaled)
 CY0592
 CY0592                          SUPERSEDED SURVEY CONTROL
 CY0592
 CY0592.No superseded survey control is available for this station.
 CY0592
 CY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA009566(NAD 83)
 CY0592_MARKER: I = METAL ROD
 CY0592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0592_STAMPING: C 431 1979
 CY0592_PROJECTION: FLUSH
 CY0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0592+STABILITY: POSITION/ELEVATION WELL
 CY0592_ROD/PIPE-DEPTH: 13.7 meters
 CY0592_SLEEVE-DEPTH  : 9.1 meters
 CY0592
 CY0592  HISTORY     - Date     Condition        Report By
 CY0592  HISTORY     - 1979     MONUMENTED       NGS
 CY0592  HISTORY     - 1980     GOOD             NGS
 CY0592
 CY0592                          STATION DESCRIPTION
 CY0592
 CY0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0592'17.2 KM SW FROM WILLCOX.
 CY0592'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0592'RAILROAD FROM THE STATION AT WILLCOX, THENCE 2.1 KILOMETERS (1.3
 CY0592'MILES) NORTHWEST ALONG U. S. HIGHWAY 666, 0.3 KILOMETER (0.2 MILE)
 CY0592'WEST OF MILE POST 64, 28.9 METERS (95 FEET) SOUTHWEST OF THE
 CY0592'CENTERLINE OF THE HIGHWAY AND 1.2 METERS (4 FEET) NORTHEAST OF THE
 CY0592'RIGHT-OF-WAY FENCE.
 CY0592'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CY0592'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0592
 CY0592                          STATION RECOVERY (1980)
 CY0592
 CY0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0592'PREVIOUSLY DESCRIBED ON LINE L24555, PART 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0885 ***********************************************************************
 CG0885  DESIGNATION -  C 432
 CG0885  PID         -  CG0885
 CG0885  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0885  USGS QUAD   -  RIO RICO (1981)
 CG0885
 CG0885                         *CURRENT SURVEY CONTROL
 CG0885  ___________________________________________________________________
 CG0885* NAD 83(1986)-  31 25 49.     (N)    110 57 54.     (W)     SCALED    
 CG0885* NAVD 88     -      1080.610  (meters)    3545.30   (feet)  ADJUSTED  
 CG0885  ___________________________________________________________________
 CG0885  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0885  DYNAMIC HT  -        1078.961 (meters)    3539.89  (feet)  COMP
 CG0885  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 CG0885
 CG0885  VERT ORDER  -  FIRST     CLASS II
 CG0885
 CG0885.The horizontal coordinates were scaled from a topographic map and have
 CG0885.an estimated accuracy of +/- 6 seconds.
 CG0885
 CG0885.The orthometric height was determined by differential leveling
 CG0885.and adjusted by the National Geodetic Survey in June 1991..
 CG0885
 CG0885.The geoid height was determined by GEOID03.
 CG0885
 CG0885.The dynamic height is computed by dividing the NAVD 88
 CG0885.geopotential number by the normal gravity value computed on the
 CG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0885.degrees latitude (g = 980.6199 gals.).
 CG0885
 CG0885.The modeled gravity was interpolated from observed gravity values.
 CG0885
 CG0885;                    North         East    Units  Estimated Accuracy
 CG0885;SPC AZ C     -    48,090.      303,830.      MT  (+/- 180 meters Scaled)
 CG0885
 CG0885                          SUPERSEDED SURVEY CONTROL
 CG0885
 CG0885.No superseded survey control is available for this station.
 CG0885
 CG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV033772(NAD 83)
 CG0885_MARKER: I = METAL ROD
 CG0885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0885_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0885_STAMPING: C 432 1980
 CG0885_PROJECTION: FLUSH
 CG0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0885+STABILITY: POSITION/ELEVATION WELL
 CG0885_ROD/PIPE-DEPTH: 10.7 meters
 CG0885_SLEEVE-DEPTH  : 9.1 meters
 CG0885
 CG0885  HISTORY     - Date     Condition        Report By
 CG0885  HISTORY     - 1980     MONUMENTED       NGS
 CG0885
 CG0885                          STATION DESCRIPTION
 CG0885
 CG0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0885'18.2 KM SE FROM TUMACACORI.
 CG0885'18.2 KILOMETERS (11.3 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0885'FROM THE TUMACACORI INTERCHANGE AT TUMACACORI, ALSO 11.6 KILOMETERS
 CG0885'(7.2 MILES) NORTH OF NOGALES, AT THE RUBY ROAD INTERCHANGE, 18.2
 CG0885'METERS (60 FEET) EAST OF THE CENTERLINE OF THE SOUTHBOUND TRAFFIC
 CG0885'LANE, 14.8 METERS (48.5 FEET) WEST OF THE CENTERLINE OF THE NORTHBOUND
 CG0885'TRAFFIC LANE, 35.4 METERS (116 FEET) SOUTH OF BENCH MARK N 423 AND
 CG0885'28.8 METERS (94 FEET) SOUTH OF THE SOUTH EDGE OF THE MOST SOUTHERN OF
 CG0885'TWO PIERS BETWEEN THE FREEWAY LANES.
 CG0885'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0885'THE MARK IS 0.6 M BELOW THE FREEWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0682 ***********************************************************************
 CY0682  DESIGNATION -  C 436
 CY0682  PID         -  CY0682
 CY0682  STATE/COUNTY-  AZ/COCHISE
 CY0682  USGS QUAD   -  MONK DRAW (1979)
 CY0682
 CY0682                         *CURRENT SURVEY CONTROL
 CY0682  ___________________________________________________________________
 CY0682* NAD 83(1986)-  32 23 20.     (N)    109 39 48.     (W)     SCALED    
 CY0682* NAVD 88     -      1310.977  (meters)    4301.10   (feet)  ADJUSTED  
 CY0682  ___________________________________________________________________
 CY0682  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0682  DYNAMIC HT  -        1309.027 (meters)    4294.70  (feet)  COMP
 CY0682  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 CY0682
 CY0682  VERT ORDER  -  FIRST     CLASS II
 CY0682
 CY0682.The horizontal coordinates were scaled from a topographic map and have
 CY0682.an estimated accuracy of +/- 6 seconds.
 CY0682
 CY0682.The orthometric height was determined by differential leveling
 CY0682.and adjusted by the National Geodetic Survey in June 1991..
 CY0682
 CY0682.The geoid height was determined by GEOID03.
 CY0682
 CY0682.The dynamic height is computed by dividing the NAVD 88
 CY0682.geopotential number by the normal gravity value computed on the
 CY0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0682.degrees latitude (g = 980.6199 gals.).
 CY0682
 CY0682.The modeled gravity was interpolated from observed gravity values.
 CY0682
 CY0682;                    North         East    Units  Estimated Accuracy
 CY0682;SPC AZ E     -   154,100.      260,720.      MT  (+/- 180 meters Scaled)
 CY0682
 CY0682                          SUPERSEDED SURVEY CONTROL
 CY0682
 CY0682.No superseded survey control is available for this station.
 CY0682
 CY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA257843(NAD 83)
 CY0682_MARKER: DB = BENCH MARK DISK
 CY0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0682_SP_SET: STAINLESS STEEL ROD
 CY0682_STAMPING: C 436 1979
 CY0682_PROJECTION: FLUSH
 CY0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0682_ROD/PIPE-DEPTH: 1.52 meters
 CY0682
 CY0682  HISTORY     - Date     Condition        Report By
 CY0682  HISTORY     - 1979     MONUMENTED       NGS
 CY0682
 CY0682                          STATION DESCRIPTION
 CY0682
 CY0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0682'31.0 MI SOUTH FROM SAFFORD.
 CY0682'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0682'HIGHWAY 70 IN SAFFORD, THENCE 0.15 MILE SOUTHEAST ALONG THE SOUTHEAST
 CY0682'FORK LEADING TO INTERSTATE HIGHWAY 10 EAST, 0.05 MILE SOUTHEAST OF
 CY0682'HIGHWAY MILE POST 90, 99 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CY0682'HIGHWAY, 9.5 FEET NORTHWEST OF THE NORTHWEST END OF A METAL GATE IN
 CY0682'THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0682'THE ROD WAS DRIVEN TO REFUSAL.
 CY0682'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0682'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0723 ***********************************************************************
 CY0723  DESIGNATION -  C 437
 CY0723  PID         -  CY0723
 CY0723  STATE/COUNTY-  AZ/GRAHAM
 CY0723  USGS QUAD   -  SAFFORD (1985)
 CY0723
 CY0723                         *CURRENT SURVEY CONTROL
 CY0723  ___________________________________________________________________
 CY0723* NAD 83(1986)-  32 49 12.     (N)    109 42 26.     (W)     SCALED    
 CY0723* NAVD 88     -       899.000  (meters)    2949.47   (feet)  ADJUSTED  
 CY0723  ___________________________________________________________________
 CY0723  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0723  DYNAMIC HT  -         897.738 (meters)    2945.33  (feet)  COMP
 CY0723  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0723
 CY0723  VERT ORDER  -  FIRST     CLASS II
 CY0723
 CY0723.The horizontal coordinates were scaled from a topographic map and have
 CY0723.an estimated accuracy of +/- 6 seconds.
 CY0723
 CY0723.The orthometric height was determined by differential leveling
 CY0723.and adjusted by the National Geodetic Survey in June 1991..
 CY0723
 CY0723.The geoid height was determined by GEOID03.
 CY0723
 CY0723.The dynamic height is computed by dividing the NAVD 88
 CY0723.geopotential number by the normal gravity value computed on the
 CY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0723.degrees latitude (g = 980.6199 gals.).
 CY0723
 CY0723.The modeled gravity was interpolated from observed gravity values.
 CY0723
 CY0723;                    North         East    Units  Estimated Accuracy
 CY0723;SPC AZ E     -   201,890.      256,380.      MT  (+/- 180 meters Scaled)
 CY0723
 CY0723                          SUPERSEDED SURVEY CONTROL
 CY0723
 CY0723.No superseded survey control is available for this station.
 CY0723
 CY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210320(NAD 83)
 CY0723_MARKER: DB = BENCH MARK DISK
 CY0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0723_SP_SET: STAINLESS STEEL ROD
 CY0723_STAMPING: C 437 1979
 CY0723_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0723_ROD/PIPE-DEPTH: 9.14 meters
 CY0723
 CY0723  HISTORY     - Date     Condition        Report By
 CY0723  HISTORY     - 1979     MONUMENTED       NGS
 CY0723  HISTORY     - 20060825 GOOD             GEOCAC
 CY0723
 CY0723                          STATION DESCRIPTION
 CY0723
 CY0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0723'1.0 MI SOUTH FROM SAFFORD.
 CY0723'1.0 MILE SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0723'HIGHWAY 70 IN SAFFORD, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0723'31 FEET NORTH OF MILE POST 120 ON THE EAST SIDE OF THE HIGHWAY, 30
 CY0723'FEET NORTH OF A SOUTHWEST CORNER FENCE POST, 6 FEET NORTH OF A POWER
 CY0723'LINE POLE WITH A SINGLE GUY WIRE AND 1 FOOT WEST OF A BARBED WIRE
 CY0723'FENCE LINE.
 CY0723'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0723'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0723
 CY0723                          STATION RECOVERY (2006)
 CY0723
 CY0723'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0723'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0723'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, THE MARK IS 11.5 FEET
 CY0723'NORTH OF THE POWER POLE (THE OLD POLE WAS REPLACED), AND THE BARBED
 CY0723'WIRE FENCE IS NOW A CHAIN LINK FENCE. HANDHELD COORDINATES
 CY0723'32 49 10.38 (N)   109 42 27.00 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1130 ***********************************************************************
 DU1130  DESIGNATION -  C 438
 DU1130  PID         -  DU1130
 DU1130  STATE/COUNTY-  AZ/GRAHAM
 DU1130  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1130
 DU1130                         *CURRENT SURVEY CONTROL
 DU1130  ___________________________________________________________________
 DU1130* NAD 83(1986)-  33 16 08.     (N)    110 18 56.     (W)     SCALED    
 DU1130* NAVD 88     -       896.119  (meters)    2940.02   (feet)  ADJUSTED  
 DU1130  ___________________________________________________________________
 DU1130  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1130  DYNAMIC HT  -         894.911 (meters)    2936.05  (feet)  COMP
 DU1130  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 DU1130
 DU1130  VERT ORDER  -  FIRST     CLASS II
 DU1130
 DU1130.The horizontal coordinates were scaled from a topographic map and have
 DU1130.an estimated accuracy of +/- 6 seconds.
 DU1130
 DU1130.The orthometric height was determined by differential leveling
 DU1130.and adjusted by the National Geodetic Survey in June 1991..
 DU1130
 DU1130.The geoid height was determined by GEOID03.
 DU1130
 DU1130.The dynamic height is computed by dividing the NAVD 88
 DU1130.geopotential number by the normal gravity value computed on the
 DU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1130.degrees latitude (g = 980.6199 gals.).
 DU1130
 DU1130.The modeled gravity was interpolated from observed gravity values.
 DU1130
 DU1130;                    North         East    Units  Estimated Accuracy
 DU1130;SPC AZ E     -   251,580.      199,490.      MT  (+/- 180 meters Scaled)
 DU1130
 DU1130                          SUPERSEDED SURVEY CONTROL
 DU1130
 DU1130.No superseded survey control is available for this station.
 DU1130
 DU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB637813(NAD 83)
 DU1130_MARKER: DB = BENCH MARK DISK
 DU1130_SETTING: 66 = SET IN ROCK OUTCROP
 DU1130_SP_SET: ROCK OUTCROP
 DU1130_STAMPING: C 438 1979
 DU1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1130+STABILITY: POSITION/ELEVATION WELL
 DU1130
 DU1130  HISTORY     - Date     Condition        Report By
 DU1130  HISTORY     - 1979     MONUMENTED       NGS
 DU1130
 DU1130                          STATION DESCRIPTION
 DU1130
 DU1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1130'26.3 KM NW FROM BYLAS.
 DU1130'26.3 KILOMETERS (16.35 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1130'THE POST OFFICE IN BYLAS, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF
 DU1130'HIGHWAY MILE POST 280, 18.9 METERS (62 FEET) SOUTHWEST OF THE
 DU1130'CENTERLINE OF THE HIGHWAY, 30.0 METERS (98 FEET) SOUTHEAST OF THE
 DU1130'CENTERLINE OF A DIRT ROAD LEADING SOUTH AND 11.5 METERS (37.5 FEET)
 DU1130'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DU1130'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1130'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0740 ***********************************************************************
 CY0740  DESIGNATION -  C 439
 CY0740  PID         -  CY0740
 CY0740  STATE/COUNTY-  AZ/GRAHAM
 CY0740  USGS QUAD   -  EDEN (1985)
 CY0740
 CY0740                         *CURRENT SURVEY CONTROL
 CY0740  ___________________________________________________________________
 CY0740* NAD 83(1986)-  32 57 08.     (N)    109 54 52.     (W)     SCALED    
 CY0740* NAVD 88     -       841.503  (meters)    2760.83   (feet)  ADJUSTED  
 CY0740  ___________________________________________________________________
 CY0740  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0740  DYNAMIC HT  -         840.337 (meters)    2757.01  (feet)  COMP
 CY0740  MODELED GRAV-     979,225.7   (mgal)                       NAVD 88
 CY0740
 CY0740  VERT ORDER  -  FIRST     CLASS II
 CY0740
 CY0740.The horizontal coordinates were scaled from a topographic map and have
 CY0740.an estimated accuracy of +/- 6 seconds.
 CY0740
 CY0740.The orthometric height was determined by differential leveling
 CY0740.and adjusted by the National Geodetic Survey in June 1991..
 CY0740
 CY0740.The geoid height was determined by GEOID03.
 CY0740
 CY0740.The dynamic height is computed by dividing the NAVD 88
 CY0740.geopotential number by the normal gravity value computed on the
 CY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0740.degrees latitude (g = 980.6199 gals.).
 CY0740
 CY0740.The modeled gravity was interpolated from observed gravity values.
 CY0740
 CY0740;                    North         East    Units  Estimated Accuracy
 CY0740;SPC AZ E     -   216,480.      236,940.      MT  (+/- 180 meters Scaled)
 CY0740
 CY0740                          SUPERSEDED SURVEY CONTROL
 CY0740
 CY0740.No superseded survey control is available for this station.
 CY0740
 CY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB014465(NAD 83)
 CY0740_MARKER: DB = BENCH MARK DISK
 CY0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0740_SP_SET: STAINLESS STEEL ROD
 CY0740_STAMPING: C 439 1979
 CY0740_PROJECTION: FLUSH
 CY0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0740+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 CY0740_ROD/PIPE-DEPTH: 8.23 meters
 CY0740
 CY0740  HISTORY     - Date     Condition        Report By
 CY0740  HISTORY     - 1979     MONUMENTED       NGS
 CY0740  HISTORY     - 20050724 GOOD             USPSQD
 CY0740
 CY0740                          STATION DESCRIPTION
 CY0740
 CY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0740'6.4 MI SE FROM FT THOMAS.
 CY0740'6.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0740'FT. THOMAS, APPROXIMATELY 67 PACES SOUTHEAST OF HIGHWAY MILE POST
 CY0740'313 AT A POINT WHERE THE HIGHWAY RIGHT-OF-WAY INCREASES IN WIDTH,
 CY0740'70 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST
 CY0740'OF THE CENTERLINE OF A DIRT FARM ROAD, 17.5 FEET SOUTHEAST OF A
 CY0740'THREE-WAY CORNER IN THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTHWEST OF
 CY0740'THE RIGHT-OF-WAY FENCE LINE.
 CY0740'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0740'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0740
 CY0740                          STATION RECOVERY (2005)
 CY0740
 CY0740'RECOVERY NOTE BY US POWER SQUADRON 2005
 CY0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0016 ***********************************************************************
 DU0016  DESIGNATION -  C 44
 DU0016  PID         -  DU0016
 DU0016  STATE/COUNTY-  AZ/GILA
 DU0016  USGS QUAD   -  POPCORN CANYON (1966)
 DU0016
 DU0016                         *CURRENT SURVEY CONTROL
 DU0016  ___________________________________________________________________
 DU0016* NAD 83(1986)-  33 40 49.     (N)    110 15 31.     (W)     SCALED    
 DU0016* NAVD 88     -      1721.851  (meters)    5649.11   (feet)  ADJUSTED  
 DU0016  ___________________________________________________________________
 DU0016  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DU0016  DYNAMIC HT  -        1719.313 (meters)    5640.78  (feet)  COMP
 DU0016  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 DU0016
 DU0016  VERT ORDER  -  FIRST     CLASS II
 DU0016
 DU0016.The horizontal coordinates were scaled from a topographic map and have
 DU0016.an estimated accuracy of +/- 6 seconds.
 DU0016
 DU0016.The orthometric height was determined by differential leveling
 DU0016.and adjusted by the National Geodetic Survey in June 1991..
 DU0016
 DU0016.The geoid height was determined by GEOID03.
 DU0016
 DU0016.The dynamic height is computed by dividing the NAVD 88
 DU0016.geopotential number by the normal gravity value computed on the
 DU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0016.degrees latitude (g = 980.6199 gals.).
 DU0016
 DU0016.The modeled gravity was interpolated from observed gravity values.
 DU0016
 DU0016;                    North         East    Units  Estimated Accuracy
 DU0016;SPC AZ E     -   297,200.      204,840.      MT  (+/- 180 meters Scaled)
 DU0016
 DU0016                          SUPERSEDED SURVEY CONTROL
 DU0016
 DU0016  NGVD 29 (??/??/92) 1721.123  (m)         5646.72   (f) ADJ UNCH    1 2
 DU0016
 DU0016.Superseded values are not recommended for survey control.
 DU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0016.See file dsdata.txt to determine how the superseded data were derived.
 DU0016
 DU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC687269(NAD 83)
 DU0016_MARKER: DB = BENCH MARK DISK
 DU0016_SETTING: 80 = SET IN A BOULDER
 DU0016_SP_SET: BOULDER
 DU0016_STAMPING: C 44 1934
 DU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0016+STABILITY: SURFACE MOTION
 DU0016
 DU0016  HISTORY     - Date     Condition        Report By
 DU0016  HISTORY     - 1934     MONUMENTED       CGS
 DU0016
 DU0016                          STATION DESCRIPTION
 DU0016
 DU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0016'28.0 MI SW FROM WHITERIVER.
 DU0016'IN GILA COUNTY, 28.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0016'WHITERIVER, NAVAJO COUNTY, 4.9 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0016'BLACK RIVER, 19 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN
 DU0016'THE TOP OF A RED BOULDER 3 FEET SQUARE, AND 3 FEET HIGHER THAN THE
 DU0016'HIGHWAY.  A STANDARD DISK, STAMPED C 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0014 ***********************************************************************
 ES0014  DESIGNATION -  C 45
 ES0014  PID         -  ES0014
 ES0014  STATE/COUNTY-  AZ/NAVAJO
 ES0014  USGS QUAD   -  PORTER CANYON (1986)
 ES0014
 ES0014                         *CURRENT SURVEY CONTROL
 ES0014  ___________________________________________________________________
 ES0014* NAD 83(1986)-  34 48 26.     (N)    110 08 26.     (W)     SCALED    
 ES0014* NAVD 88     -      1645.009  (meters)    5397.00   (feet)  ADJUSTED  
 ES0014  ___________________________________________________________________
 ES0014  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0014  DYNAMIC HT  -        1642.722 (meters)    5389.50  (feet)  COMP
 ES0014  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 ES0014
 ES0014  VERT ORDER  -  FIRST     CLASS II
 ES0014
 ES0014.The horizontal coordinates were scaled from a topographic map and have
 ES0014.an estimated accuracy of +/- 6 seconds.
 ES0014
 ES0014.The orthometric height was determined by differential leveling
 ES0014.and adjusted by the National Geodetic Survey in June 1991..
 ES0014
 ES0014.The geoid height was determined by GEOID03.
 ES0014
 ES0014.The dynamic height is computed by dividing the NAVD 88
 ES0014.geopotential number by the normal gravity value computed on the
 ES0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0014.degrees latitude (g = 980.6199 gals.).
 ES0014
 ES0014.The modeled gravity was interpolated from observed gravity values.
 ES0014
 ES0014;                    North         East    Units  Estimated Accuracy
 ES0014;SPC AZ E     -   422,190.      215,750.      MT  (+/- 180 meters Scaled)
 ES0014
 ES0014                          SUPERSEDED SURVEY CONTROL
 ES0014
 ES0014  NGVD 29 (??/??/92) 1644.173  (m)         5394.26   (f) ADJ UNCH    1 2
 ES0014
 ES0014.Superseded values are not recommended for survey control.
 ES0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0014.See file dsdata.txt to determine how the superseded data were derived.
 ES0014
 ES0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD786520(NAD 83)
 ES0014_MARKER: DB = BENCH MARK DISK
 ES0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0014_STAMPING: C-45 1934
 ES0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0014+STABILITY: SURFACE MOTION
 ES0014
 ES0014  HISTORY     - Date     Condition        Report By
 ES0014  HISTORY     - 1934     MONUMENTED       CGS
 ES0014  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0014
 ES0014                          STATION DESCRIPTION
 ES0014
 ES0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0014'8.0 MI S FROM HOLBROOK.
 ES0014'8.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  75 FT. WEST OF
 ES0014'CENTER LINE OF TRACK, IN LINE WITH TELEPHONE POLES.  4.5 FT. SOUTH OF
 ES0014'MILE POST NO. 8.  SET IN CONCRETE POST 7 INCHES ABOVE SURFACE OF
 ES0014'GROUND.
 ES0014
 ES0014                          STATION RECOVERY (1983)
 ES0014
 ES0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2379 ***********************************************************************
 CZ2379  DESIGNATION -  C 45
 CZ2379  PID         -  CZ2379
 CZ2379  STATE/COUNTY-  AZ/PIMA
 CZ2379  USGS QUAD   -  TUCSON (1992)
 CZ2379
 CZ2379                         *CURRENT SURVEY CONTROL
 CZ2379  ___________________________________________________________________
 CZ2379* NAD 83(1992)-  32 12 09.09453(N)    110 53 47.22583(W)     ADJUSTED  
 CZ2379* NAVD 88     -       778.2    (meters)    2553.     (feet)  VERTCON   
 CZ2379  ___________________________________________________________________
 CZ2379  X           -  -1,927,056.409 (meters)                     COMP
 CZ2379  Y           -  -5,047,399.830 (meters)                     COMP
 CZ2379  Z           -   3,379,855.005 (meters)                     COMP
 CZ2379  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ2379  ELLIP HEIGHT-         749.29  (meters)          (06/11/02) GPS OBS
 CZ2379  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ2379
 CZ2379  HORZ ORDER  -  FIRST
 CZ2379  ELLP ORDER  -  FOURTH    CLASS II
 CZ2379
 CZ2379.The horizontal coordinates were established by GPS observations
 CZ2379.and adjusted by the National Geodetic Survey in August 1993..
 CZ2379
 CZ2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2379
 CZ2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2379
 CZ2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2379
 CZ2379.The ellipsoidal height was determined by GPS observations
 CZ2379.and is referenced to NAD 83.
 CZ2379
 CZ2379.The geoid height was determined by GEOID03.
 CZ2379
 CZ2379;                    North         East     Units Scale Factor Converg.
 CZ2379;SPC AZ C     -   133,779.005   309,543.412   MT  1.00001405   +0 32 37.4
 CZ2379;SPC AZ C     -   438,907.50  1,015,562.38   iFT  1.00001405   +0 32 37.4
 CZ2379;UTM  12      - 3,562,889.260   509,759.140   MT  0.99960117   +0 03 18.7
 CZ2379
 CZ2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2379!SPC AZ C     -   0.99988236  x   1.00001405  =   0.99989641
 CZ2379!UTM  12      -   0.99988236  x   0.99960117  =   0.99948358
 CZ2379
 CZ2379                          SUPERSEDED SURVEY CONTROL
 CZ2379
 CZ2379  ELLIP H (08/23/93)  749.37   (m)                       GP(       ) 4 2
 CZ2379  NAD 83(1986)-  32 12 09.08969(N)    110 53 47.22472(W) AD(       ) 1
 CZ2379  NGVD 29 (05/25/90)  777.5    (m)         2551.     (f) GPS OBS        
 CZ2379
 CZ2379.Superseded values are not recommended for survey control.
 CZ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2379.See file dsdata.txt to determine how the superseded data were derived.
 CZ2379
 CZ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0975962889(NAD 83)
 CZ2379_MARKER: DD = SURVEY DISK
 CZ2379_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2379_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2379_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2379+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2379
 CZ2379  HISTORY     - Date     Condition        Report By
 CZ2379  HISTORY     - 1987     MONUMENTED       USGS
 CZ2379  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ2379  HISTORY     - 19950924 GOOD             USPSQD
 CZ2379  HISTORY     - 19960522 GOOD             USPSQD
 CZ2379  HISTORY     - 20010909 MARK NOT FOUND   INDIV
 CZ2379  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ2379
 CZ2379                          STATION DESCRIPTION
 CZ2379
 CZ2379'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2379'THE STATION IS LOCATED ON THE SOUTH SIDE OF TUCSON, NEAR THE
 CZ2379'JUNCTION OF BELVEDERE AVENUE AND 28TH STREET.
 CZ2379'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2379'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2379'INFORMATION AND KEY TO LOCKED GATE CONTACT STEVE ANDERSON, U.S.
 CZ2379'GEOLOGICAL SURVEY, PHONE 602-629-6223.
 CZ2379'
 CZ2379'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2379'22ND ST IN TUCSON, GO EAST FOR 7.6 KM (4.75 MI) ON 22ND ST TO
 CZ2379'THE INTERSECTION OF COLUMBUS BLVD.
 CZ2379'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.4 KM (0.25 MI) ON 22ND ST
 CZ2379'TO A PAVED ROAD RIGHT, BELVEDERE AVE.
 CZ2379'TURN RIGHT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON BELVEDERE AVE TO THE
 CZ2379'STATION ON THE LEFT, AT THE NORTHWEST CORNER OF A VACANT LOT,
 CZ2379'INSIDE A FENCE, NEAR AN EXTENSOMETER.
 CZ2379'
 CZ2379'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2379'STAMPED---C-45 1987---,
 CZ2379'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 CZ2379'10 CM BELOW GROUND.  LOCATED
 CZ2379'9.51 METERS (31.2 FT) EAST-NORTHEAST FROM THE EAST CURB OF
 CZ2379'BELVEDERE AVE,
 CZ2379'6.58 METERS (21.6 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 CZ2379'EXTENSOMETER BUILDING,
 CZ2379'6.43 METERS (21.1 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF
 CZ2379'THE EXTENSOMETER BUILDING AND
 CZ2379'2.93 METERS (9.6 FT) NORTH-NORTHWEST FROM A CHAIN LINK FENCE.
 CZ2379'
 CZ2379'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2379'
 CZ2379'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2379'
 CZ2379'DESCRIBED BY D.F. CALLAHAN.
 CZ2379
 CZ2379                          STATION RECOVERY (1995)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2379'MARK NOT FOUND.
 CZ2379
 CZ2379                          STATION RECOVERY (1995)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2379'RECOVERED IN GOOD CONDITION.
 CZ2379
 CZ2379                          STATION RECOVERY (1996)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2379'RECOVERED IN GOOD CONDITION.
 CZ2379
 CZ2379                          STATION RECOVERY (2001)
 CZ2379
 CZ2379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2379'FOUND THE SITE OF THE MARKER IN A 5-M X 15-M FENCED AREA WITH A
 CZ2379'SHED-LIKE STRUCTURE ON ITS EAST END.  THE MARKER WAS NOT VISIBLE
 CZ2379'(WITHOUT ACCESS TO THE LOCKED GATE) BUT THERE WERE TWO SHALLOW
 CZ2379'DEPRESSIONS IN THE SOIL WHERE THE MARKER MAY HAVE BEEN BURIED.
 CZ2379
 CZ2379                          STATION RECOVERY (2001)
 CZ2379
 CZ2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0276 ***********************************************************************
 ER0276  DESIGNATION -  C 46
 ER0276  PID         -  ER0276
 ER0276  STATE/COUNTY-  AZ/NAVAJO
 ER0276  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0276
 ER0276                         *CURRENT SURVEY CONTROL
 ER0276  ___________________________________________________________________
 ER0276* NAD 83(1986)-  34 17 03.     (N)    109 55 22.     (W)     SCALED    
 ER0276* NAVD 88     -      1977.320  (meters)    6487.26   (feet)  ADJUSTED  
 ER0276  ___________________________________________________________________
 ER0276  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ER0276  DYNAMIC HT  -        1974.371 (meters)    6477.58  (feet)  COMP
 ER0276  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 ER0276
 ER0276  VERT ORDER  -  FIRST     CLASS II
 ER0276
 ER0276.The horizontal coordinates were scaled from a topographic map and have
 ER0276.an estimated accuracy of +/- 6 seconds.
 ER0276
 ER0276.The orthometric height was determined by differential leveling
 ER0276.and adjusted by the National Geodetic Survey in June 1991..
 ER0276
 ER0276.The geoid height was determined by GEOID03.
 ER0276
 ER0276.The dynamic height is computed by dividing the NAVD 88
 ER0276.geopotential number by the normal gravity value computed on the
 ER0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0276.degrees latitude (g = 980.6199 gals.).
 ER0276
 ER0276.The modeled gravity was interpolated from observed gravity values.
 ER0276
 ER0276;                    North         East    Units  Estimated Accuracy
 ER0276;SPC AZ E     -   364,200.      235,810.      MT  (+/- 180 meters Scaled)
 ER0276
 ER0276                          SUPERSEDED SURVEY CONTROL
 ER0276
 ER0276  NGVD 29 (??/??/92) 1976.447  (m)         6484.39   (f) ADJ UNCH    1 2
 ER0276
 ER0276.Superseded values are not recommended for survey control.
 ER0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0276.See file dsdata.txt to determine how the superseded data were derived.
 ER0276
 ER0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC991941(NAD 83)
 ER0276_MARKER: DB = BENCH MARK DISK
 ER0276_SETTING: 66 = SET IN ROCK OUTCROP
 ER0276_SP_SET: ROCK OUTCROP
 ER0276_STAMPING: C 46 1934
 ER0276_MARK LOGO: CGS   
 ER0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0276+STABILITY: POSITION/ELEVATION WELL
 ER0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0276+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1968
 ER0276
 ER0276  HISTORY     - Date     Condition        Report By
 ER0276  HISTORY     - 1934     MONUMENTED       CGS
 ER0276  HISTORY     - 19680720 GOOD             USGS
 ER0276
 ER0276                          STATION DESCRIPTION
 ER0276
 ER0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0276'18.3 MI N FROM MCNARY.
 ER0276'18.3 MILES NORTH ALONG APACHE R.R.(19.4 MILES SOUTH OF SNOWFLAKE,
 ER0276'ARIZ.) ALONG APACHE R.R., 24 FT. SOUTH OF FIRST POLE SOUTH OF MILE
 ER0276'POLE 54, 52 FT. EAST OF CENTER LINE OF TRACK, AND 8 FT. NORTH OF ROCK
 ER0276'CAIRN, IN BASALT OUTCROP.
 ER0276
 ER0276                          STATION RECOVERY (1968)
 ER0276
 ER0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ER0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1218 ***********************************************************************
 DA1218  DESIGNATION -  C 469
 DA1218  PID         -  DA1218
 DA1218  STATE/COUNTY-  AZ/MARICOPA
 DA1218  USGS QUAD   -  BLACK GAP (1986)
 DA1218
 DA1218                         *CURRENT SURVEY CONTROL
 DA1218  ___________________________________________________________________
 DA1218* NAD 83(1986)-  32 48 24.     (N)    112 47 29.     (W)     SCALED    
 DA1218* NAVD 88     -       298.126  (meters)     978.10   (feet)  ADJUSTED  
 DA1218  ___________________________________________________________________
 DA1218  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA1218  DYNAMIC HT  -         297.778 (meters)     976.96  (feet)  COMP
 DA1218  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 DA1218
 DA1218  VERT ORDER  -  FIRST     CLASS II
 DA1218
 DA1218.The horizontal coordinates were scaled from a topographic map and have
 DA1218.an estimated accuracy of +/- 6 seconds.
 DA1218
 DA1218.The orthometric height was determined by differential leveling
 DA1218.and adjusted by the National Geodetic Survey in June 1991..
 DA1218
 DA1218.The geoid height was determined by GEOID03.
 DA1218
 DA1218.The dynamic height is computed by dividing the NAVD 88
 DA1218.geopotential number by the normal gravity value computed on the
 DA1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1218.degrees latitude (g = 980.6199 gals.).
 DA1218
 DA1218.The modeled gravity was interpolated from observed gravity values.
 DA1218
 DA1218;                    North         East    Units  Estimated Accuracy
 DA1218;SPC AZ C     -   200,650.      131,440.      MT  (+/- 180 meters Scaled)
 DA1218
 DA1218                          SUPERSEDED SURVEY CONTROL
 DA1218
 DA1218.No superseded survey control is available for this station.
 DA1218
 DA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322312(NAD 83)
 DA1218_MARKER: DB = BENCH MARK DISK
 DA1218_SETTING: 66 = SET IN ROCK OUTCROP
 DA1218_SP_SET: ROCK OUTCROP
 DA1218_STAMPING: C 469 1980
 DA1218_MARK LOGO: NGS   
 DA1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1218+STABILITY: POSITION/ELEVATION WELL
 DA1218
 DA1218  HISTORY     - Date     Condition        Report By
 DA1218  HISTORY     - 1980     MONUMENTED       NGS
 DA1218
 DA1218                          STATION DESCRIPTION
 DA1218
 DA1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1218'17.0 KM (10.6 MI) SW FROM GILA BEND.
 DA1218'16.8 KM (10.6 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1218'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, THENCE 0.2 KM
 DA1218'(0.1 MI) SOUTHEAST ALONG A DIRT ROAD, SET IN TOP OF A LAVA ROCK
 DA1218'OUTCROP AT THE NORTHWEST END OF BLINDMAN BUTTE, ALSO 0.25 KM (0.15 MI)
 DA1218'SOUTHWEST FROM THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO
 DA1218'AIR FORCE RANGE NUMBER 3, 0.3 KM (0.2 MI) EAST OF THE NORTHEAST END
 DA1218'OF RAILWAY BRIDGE NUMBER 111, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 DA1218'CENTERLINE OF THE DIRT ROAD, 10.8 METERS (35.5 FT) SOUTHEAST OF THE
 DA1218'NORTHWEST END OF THE OUTCROP.
 DA1218'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1218'THE MARK IS 1.2 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0226 ***********************************************************************
 ER0226  DESIGNATION -  C 47
 ER0226  PID         -  ER0226
 ER0226  STATE/COUNTY-  AZ/APACHE
 ER0226  USGS QUAD   -  SALADO (1984)
 ER0226
 ER0226                         *CURRENT SURVEY CONTROL
 ER0226  ___________________________________________________________________
 ER0226* NAD 83(1986)-  34 25 55.     (N)    109 24 38.     (W)     SCALED    
 ER0226* NAVD 88     -      1787.402  (meters)    5864.17   (feet)  ADJUSTED  
 ER0226  ___________________________________________________________________
 ER0226  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0226  DYNAMIC HT  -        1784.813 (meters)    5855.67  (feet)  COMP
 ER0226  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 ER0226
 ER0226  VERT ORDER  -  SECOND    CLASS 0
 ER0226
 ER0226.The horizontal coordinates were scaled from a topographic map and have
 ER0226.an estimated accuracy of +/- 6 seconds.
 ER0226
 ER0226.The orthometric height was determined by differential leveling
 ER0226.and adjusted by the National Geodetic Survey in June 1991..
 ER0226
 ER0226.The geoid height was determined by GEOID03.
 ER0226
 ER0226.The dynamic height is computed by dividing the NAVD 88
 ER0226.geopotential number by the normal gravity value computed on the
 ER0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0226.degrees latitude (g = 980.6199 gals.).
 ER0226
 ER0226.The modeled gravity was interpolated from observed gravity values.
 ER0226
 ER0226;                    North         East    Units  Estimated Accuracy
 ER0226;SPC AZ E     -   380,820.      282,850.      MT  (+/- 180 meters Scaled)
 ER0226
 ER0226                          SUPERSEDED SURVEY CONTROL
 ER0226
 ER0226  NGVD 29 (??/??/92) 1786.555  (m)         5861.39   (f) ADJ UNCH    2 0
 ER0226
 ER0226.Superseded values are not recommended for survey control.
 ER0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0226.See file dsdata.txt to determine how the superseded data were derived.
 ER0226
 ER0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460111(NAD 83)
 ER0226_MARKER: DB = BENCH MARK DISK
 ER0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0226_STAMPING: C 47 1934
 ER0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0226+STABILITY: SURFACE MOTION
 ER0226
 ER0226  HISTORY     - Date     Condition        Report By
 ER0226  HISTORY     - 1934     MONUMENTED       CGS
 ER0226  HISTORY     - 1943     GOOD             NGS
 ER0226  HISTORY     - 1971     MARK NOT FOUND   USGS
 ER0226
 ER0226                          STATION DESCRIPTION
 ER0226
 ER0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 ER0226'6.2 MI S FROM ST JOHNS.
 ER0226'6.2 MILES SOUTH ALONG U.S. HIGHWAY 260 FROM THE HIGH SCHOOL AT ST.
 ER0226'JOHNS, APACHE COUNTY, ABOUT 180 FEET NORTH OF DISTRICT SCHOOL 9, 70
 ER0226'FEET SOUTH OF A FARMHOUSE, 35 FEET WEST OF THE CENTERLINE OF THE
 ER0226'HIGHWAY, 6 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, 2
 ER0226'FEET EAST OF A TELEPHONE POLE, AND ABOUT 6 INCHES LOWER THAN THE
 ER0226'HIGHWAY.  A STANDARD DISK, STAMPED C 47 1934 AND SET IN THE TOP OF A
 ER0226'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 ER0226
 ER0226                          STATION RECOVERY (1971)
 ER0226
 ER0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ER0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1142 ***********************************************************************
 DB1142  DESIGNATION -  C 470
 DB1142  PID         -  DB1142
 DB1142  STATE/COUNTY-  AZ/YUMA
 DB1142  USGS QUAD   -  LIGURTA (1965)
 DB1142
 DB1142                         *CURRENT SURVEY CONTROL
 DB1142  ___________________________________________________________________
 DB1142* NAD 83(1986)-  32 39 46.     (N)    114 19 15.     (W)     SCALED    
 DB1142* NAVD 88     -       205.961  (meters)     675.72   (feet)  ADJUSTED  
 DB1142  ___________________________________________________________________
 DB1142  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1142  DYNAMIC HT  -         205.723 (meters)     674.94  (feet)  COMP
 DB1142  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DB1142
 DB1142  VERT ORDER  -  FIRST     CLASS II
 DB1142
 DB1142.The horizontal coordinates were scaled from a topographic map and have
 DB1142.an estimated accuracy of +/- 6 seconds.
 DB1142
 DB1142.The orthometric height was determined by differential leveling
 DB1142.and adjusted by the National Geodetic Survey in June 1991..
 DB1142
 DB1142.The geoid height was determined by GEOID03.
 DB1142
 DB1142.The dynamic height is computed by dividing the NAVD 88
 DB1142.geopotential number by the normal gravity value computed on the
 DB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1142.degrees latitude (g = 980.6199 gals.).
 DB1142
 DB1142.The modeled gravity was interpolated from observed gravity values.
 DB1142
 DB1142;                    North         East    Units  Estimated Accuracy
 DB1142;SPC AZ W     -   184,510.      159,820.      MT  (+/- 180 meters Scaled)
 DB1142
 DB1142                          SUPERSEDED SURVEY CONTROL
 DB1142
 DB1142.No superseded survey control is available for this station.
 DB1142
 DB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS512170(NAD 83)
 DB1142_MARKER: DB = BENCH MARK DISK
 DB1142_SETTING: 66 = SET IN ROCK OUTCROP
 DB1142_SP_SET: ROCK OUTCROP
 DB1142_STAMPING: C 470 1981
 DB1142_MARK LOGO: NGS   
 DB1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1142+STABILITY: POSITION/ELEVATION WELL
 DB1142
 DB1142  HISTORY     - Date     Condition        Report By
 DB1142  HISTORY     - 1981     MONUMENTED       NGS
 DB1142  HISTORY     - 1990     GOOD             USPSQD
 DB1142
 DB1142                          STATION DESCRIPTION
 DB1142
 DB1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1142'29.3 KM (18.2 MI) SE FROM YUMA.
 DB1142'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1142'4TH AVENUE IN YUMA, THENCE 12.3 KM (7.7 MI) SOUTHEAST ALONG THE EAST-
 DB1142'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.3 KM (0.2 MI) WEST OF
 DB1142'INTERSTATE MILEPOST 20, AT A POWER LINE CROSSING, SET IN TOP OF A ROCK
 DB1142'OUTCROP AT THE WEST EDGE OF THE SOUTH END OF A LARGE ROCK CUT, 10.4 M
 DB1142'(34.0 FT) EAST OF THE CENTERLINE OF THE EAST-BOUND LANES, 12.5 M
 DB1142'(41.0 FT) NORTH OF THE WEST LEG OF A SIGN READING -DOME VALLEY 3/4
 DB1142'MILE-, 7.9 M (26.0 FT) NORTH OF THE SOUTH END OF THE CUT, 6.4 M
 DB1142'21.0 FT) NORTHEAST OF THE SOUTH END OF A CHAIN LINK FENCE.
 DB1142'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DB1142'THE MARK IS 0.9 M ABOVE THE EAST-BOUND LANES.
 DB1142
 DB1142                          STATION RECOVERY (1990)
 DB1142
 DB1142'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0135 ***********************************************************************
 CH0135  DESIGNATION -  C 471
 CH0135  PID         -  CH0135
 CH0135  STATE/COUNTY-  AZ/PIMA
 CH0135  USGS QUAD   -  LUKEVILLE (1988)
 CH0135
 CH0135                         *CURRENT SURVEY CONTROL
 CH0135  ___________________________________________________________________
 CH0135* NAD 83(1986)-  31 59 39.     (N)    112 48 20.     (W)     SCALED    
 CH0135* NAVD 88     -       543.828  (meters)    1784.21   (feet)  ADJUSTED  
 CH0135  ___________________________________________________________________
 CH0135  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 CH0135  DYNAMIC HT  -         543.117 (meters)    1781.88  (feet)  COMP
 CH0135  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 CH0135
 CH0135  VERT ORDER  -  FIRST     CLASS II
 CH0135
 CH0135.The horizontal coordinates were scaled from a topographic map and have
 CH0135.an estimated accuracy of +/- 6 seconds.
 CH0135
 CH0135.The orthometric height was determined by differential leveling
 CH0135.and adjusted by the National Geodetic Survey in June 1991..
 CH0135
 CH0135.The geoid height was determined by GEOID03.
 CH0135
 CH0135.The dynamic height is computed by dividing the NAVD 88
 CH0135.geopotential number by the normal gravity value computed on the
 CH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0135.degrees latitude (g = 980.6199 gals.).
 CH0135
 CH0135.The modeled gravity was interpolated from observed gravity values.
 CH0135
 CH0135;                    North         East    Units  Estimated Accuracy
 CH0135;SPC AZ C     -   110,570.      129,370.      MT  (+/- 180 meters Scaled)
 CH0135
 CH0135                          SUPERSEDED SURVEY CONTROL
 CH0135
 CH0135.No superseded survey control is available for this station.
 CH0135
 CH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294412(NAD 83)
 CH0135_MARKER: DB = BENCH MARK DISK
 CH0135_SETTING: 66 = SET IN ROCK OUTCROP
 CH0135_SP_SET: ROCK OUTCROP
 CH0135_STAMPING: C 471 1981
 CH0135_MARK LOGO: NGS   
 CH0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0135+STABILITY: POSITION/ELEVATION WELL
 CH0135
 CH0135  HISTORY     - Date     Condition        Report By
 CH0135  HISTORY     - 1981     MONUMENTED       NGS
 CH0135  HISTORY     - 19941110 GOOD             USPSQD
 CH0135
 CH0135                          STATION DESCRIPTION
 CH0135
 CH0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0135'12.95 KM (8.05 MI) NE FROM LUKEVILLE.
 CH0135'12.95 KM (8.05 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 CH0135'OFFICE IN LUKEVILLE, 0.55 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILEPOST
 CH0135'72, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH END OF A ROCK HIGHWAY
 CH0135'CUT, 5.9 M (11.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 39.3 M
 CH0135'(129 FT) SOUTH OF A METAL HIGHWAY MARKER.
 CH0135'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0135'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 CH0135
 CH0135                          STATION RECOVERY (1994)
 CH0135
 CH0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0725 ***********************************************************************
 EU0725  DESIGNATION -  C 472
 EU0725  PID         -  EU0725
 EU0725  STATE/COUNTY-  AZ/MOHAVE
 EU0725  USGS QUAD   -  YUCCA (1970)
 EU0725
 EU0725                         *CURRENT SURVEY CONTROL
 EU0725  ___________________________________________________________________
 EU0725* NAD 83(1986)-  34 50 55.     (N)    114 07 52.     (W)     SCALED    
 EU0725* NAVD 88     -       575.389  (meters)    1887.76   (feet)  ADJUSTED  
 EU0725  ___________________________________________________________________
 EU0725  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0725  DYNAMIC HT  -         574.747 (meters)    1885.65  (feet)  COMP
 EU0725  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 EU0725
 EU0725  VERT ORDER  -  FIRST     CLASS II
 EU0725
 EU0725.The horizontal coordinates were scaled from a topographic map and have
 EU0725.an estimated accuracy of +/- 6 seconds.
 EU0725
 EU0725.The orthometric height was determined by differential leveling
 EU0725.and adjusted by the National Geodetic Survey in June 1991..
 EU0725
 EU0725.The geoid height was determined by GEOID03.
 EU0725
 EU0725.The dynamic height is computed by dividing the NAVD 88
 EU0725.geopotential number by the normal gravity value computed on the
 EU0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0725.degrees latitude (g = 980.6199 gals.).
 EU0725
 EU0725.The modeled gravity was interpolated from observed gravity values.
 EU0725
 EU0725;                    North         East    Units  Estimated Accuracy
 EU0725;SPC AZ W     -   426,860.      178,510.      MT  (+/- 180 meters Scaled)
 EU0725
 EU0725                          SUPERSEDED SURVEY CONTROL
 EU0725
 EU0725.No superseded survey control is available for this station.
 EU0725
 EU0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU623600(NAD 83)
 EU0725_MARKER: I = METAL ROD
 EU0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0725_SP_SET: STAINLESS STEEL ROD
 EU0725_STAMPING: C 472 1981
 EU0725_MARK LOGO: NGS   
 EU0725_PROJECTION: FLUSH
 EU0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0725_ROD/PIPE-DEPTH: 4.9  meters
 EU0725
 EU0725  HISTORY     - Date     Condition        Report By
 EU0725  HISTORY     - 1981     MONUMENTED       NGS
 EU0725
 EU0725                          STATION DESCRIPTION
 EU0725
 EU0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0725'3.3 KM (2.05 MI) SE FROM YUCCA.
 EU0725'3.3 KM (2.05 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0725'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF ANEGAM ROAD, ACROSS
 EU0725'THE ROAD FROM AN ABANDONED CONCRETE SLAB FOUNDATION, 13.1 METERS (43.0
 EU0725'FT) NORTH OF THE CENTERLINE OF ALAMO ROAD, 66.7 METERS (219 FT) EAST
 EU0725'OF THE EXTENDED CENTERLINE OF ANEGAM ROAD, 0.6 METERS (2.0 FT)
 EU0725'NORTHWEST OF A METAL FENCE POST WITH TWO BRACES, 0.6 METERS (2.0 FT)
 EU0725'NORTH OF A BARBED WIRE FENCE, ROD DRIVEN TO REFUSAL.
 EU0725'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0725'THE MARK IS 0.9 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1302 ***********************************************************************
 DU1302  DESIGNATION -  C 473
 DU1302  PID         -  DU1302
 DU1302  STATE/COUNTY-  AZ/MARICOPA
 DU1302  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU1302
 DU1302                         *CURRENT SURVEY CONTROL
 DU1302  ___________________________________________________________________
 DU1302* NAD 83(1986)-  33 33 48.     (N)    111 14 25.     (W)     SCALED    
 DU1302* NAVD 88     -       791.311  (meters)    2596.16   (feet)  ADJUSTED  
 DU1302  ___________________________________________________________________
 DU1302  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DU1302  DYNAMIC HT  -         790.292 (meters)    2592.82  (feet)  COMP
 DU1302  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 DU1302
 DU1302  VERT ORDER  -  FIRST     CLASS II
 DU1302
 DU1302.The horizontal coordinates were scaled from a topographic map and have
 DU1302.an estimated accuracy of +/- 6 seconds.
 DU1302
 DU1302.The orthometric height was determined by differential leveling
 DU1302.and adjusted by the National Geodetic Survey in June 1991..
 DU1302
 DU1302.The geoid height was determined by GEOID03.
 DU1302
 DU1302.The dynamic height is computed by dividing the NAVD 88
 DU1302.geopotential number by the normal gravity value computed on the
 DU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1302.degrees latitude (g = 980.6199 gals.).
 DU1302
 DU1302.The modeled gravity was interpolated from observed gravity values.
 DU1302
 DU1302;                    North         East    Units  Estimated Accuracy
 DU1302;SPC AZ C     -   284,430.      276,160.      MT  (+/- 180 meters Scaled)
 DU1302
 DU1302                          SUPERSEDED SURVEY CONTROL
 DU1302
 DU1302.No superseded survey control is available for this station.
 DU1302
 DU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC776137(NAD 83)
 DU1302_MARKER: DB = BENCH MARK DISK
 DU1302_SETTING: 80 = SET IN A BOULDER
 DU1302_SP_SET: BOULDER
 DU1302_STAMPING: C 473 1980
 DU1302_MARK LOGO: NGS   
 DU1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1302+STABILITY: POSITION/ELEVATION WELL
 DU1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1302+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1302
 DU1302  HISTORY     - Date     Condition        Report By
 DU1302  HISTORY     - 1980     MONUMENTED       NGS
 DU1302  HISTORY     - 20040403 GOOD             USPSQD
 DU1302  HISTORY     - 20060812 GOOD             GEOCAC
 DU1302
 DU1302                          STATION DESCRIPTION
 DU1302
 DU1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1302'20.0 KM (12.4 MI) SW FROM ROOSEVELT.
 DU1302'20.0 KM (12.4 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1302'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.3 KM (0.2 MI)
 DU1302'NORTHEAST OF HIGHWAY MILEPOST 229, 0.1 KM (0.05 MI) SOUTH OF THE T
 DU1302'JUNCTION OF A ROAD LEADING TO THE APACHE LAKE RESORT, ON THE NORTH
 DU1302'BANK OF A DRY WASH, IN TOP OF A 1.5 X 3 METER (5 X 10 FT) EXPOSED
 DU1302'AREA OF A MASSIVE EMBEDDED BOULDER, 27.1 METERS (89.0 FT) SOUTHEAST
 DU1302'OF THE CENTERLINE OF THE HIGHWAY, 24.1 METERS (79.0 FT) SOUTHEAST OF
 DU1302'THE TOP CENTER OF THE SOUTHEAST END OF THE NORTHEAST ONE OF FOUR
 DU1302'120-CM (48-INCH) STEEL PIPE CULVERTS UNDER THE HIGHWAY, 6.9 METERS
 DU1302'(22.5 FT) NORTHWEST OF A BARBED WIRE FENCE LINE, 5.5 METERS (18.0 FT)
 DU1302'SOUTHWEST OF THE SOUTHWEST EDGE OF A MASSIVE GRANITE BOULDER
 DU1302'PROJECTING 1.8 METERS (6.0 FT).
 DU1302'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 DU1302'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1302
 DU1302                          STATION RECOVERY (2004)
 DU1302
 DU1302'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1302'RECOVERED AS DESCRIBED
 DU1302
 DU1302                          STATION RECOVERY (2006)
 DU1302
 DU1302'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1334 ***********************************************************************
 DU1334  DESIGNATION -  C 474
 DU1334  PID         -  DU1334
 DU1334  STATE/COUNTY-  AZ/MARICOPA
 DU1334  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1334
 DU1334                         *CURRENT SURVEY CONTROL
 DU1334  ___________________________________________________________________
 DU1334* NAD 83(1986)-  33 30 55.     (N)    111 41 47.     (W)     SCALED    
 DU1334* NAVD 88     -       391.344  (meters)    1283.93   (feet)  READJUSTED
 DU1334  ___________________________________________________________________
 DU1334  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1334  DYNAMIC HT  -         390.880 (meters)    1282.41  (feet)  COMP
 DU1334  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1334
 DU1334  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1334
 DU1334.The horizontal coordinates were scaled from a topographic map and have
 DU1334.an estimated accuracy of +/- 6 seconds.
 DU1334
 DU1334.The orthometric height was determined by differential leveling
 DU1334.and adjusted by the National Geodetic Survey in April 1999..
 DU1334.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1334.distribution rate of 0.0 thru 1.0 mm/km.
 DU1334.The height was derived from older observations constrained to new
 DU1334.heights in a crustal motion area.  The height is approximate in
 DU1334.relation to other heights in its vicinity.
 DU1334
 DU1334.The geoid height was determined by GEOID03.
 DU1334
 DU1334.The dynamic height is computed by dividing the NAVD 88
 DU1334.geopotential number by the normal gravity value computed on the
 DU1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1334.degrees latitude (g = 980.6199 gals.).
 DU1334
 DU1334.The modeled gravity was interpolated from observed gravity values.
 DU1334
 DU1334;                    North         East    Units  Estimated Accuracy
 DU1334;SPC AZ C     -   278,920.      233,820.      MT  (+/- 180 meters Scaled)
 DU1334
 DU1334                          SUPERSEDED SURVEY CONTROL
 DU1334
 DU1334  NAVD 88 (06/15/91)  391.355  (m)         1283.97   (f) UNKNOWN     1 2
 DU1334
 DU1334.Superseded values are not recommended for survey control.
 DU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1334.See file dsdata.txt to determine how the superseded data were derived.
 DU1334
 DU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353086(NAD 83)
 DU1334_MARKER: DB = BENCH MARK DISK
 DU1334_SETTING: 66 = SET IN ROCK OUTCROP
 DU1334_SP_SET: ROCK OUTCROP
 DU1334_STAMPING: C 474 1981
 DU1334_MARK LOGO: NGS   
 DU1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1334+STABILITY: POSITION/ELEVATION WELL
 DU1334
 DU1334  HISTORY     - Date     Condition        Report By
 DU1334  HISTORY     - 1981     MONUMENTED       NGS
 DU1334
 DU1334                          STATION DESCRIPTION
 DU1334
 DU1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1334'13.7 KM (8.55 MI) NE FROM BUCKHORN.
 DU1334'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1334'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.5 KILOMETERS (6.5 MILES)
 DU1334'NORTH ALONG THE BUSH HIGHWAY, THENCE 1.3 KILOMETERS (0.85 MILE) WEST
 DU1334'ALONG A GRAVEL ROAD, THENCE 0.3 KILOMETER (0.2 MILE) NORTH ALONG THE
 DU1334'GRAVEL ROAD CROSSING THE SALT RIVER BED, IN TOP OF THE
 DU1334'SOUTHWEST END OF THE EAST ONE OF TWO PROMINENT OUTCROPS IN THE BOTTOM
 DU1334'OF RIVERBED, 0.4 KILOMETER (0.25 MILE) WEST OF THE GRANITE REEF DAM,
 DU1334'13.7 METERS (45.0 FEET) WEST OF THE CENTERLINE OF THE RIVER ROAD, AND
 DU1334'2.4 METERS (7.7 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP.
 DU1334'THE MARK IS 1.8 M BELOW THE TOP OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1266 ***********************************************************************
 DV1266  DESIGNATION -  C 475
 DV1266  PID         -  DV1266
 DV1266  STATE/COUNTY-  AZ/MARICOPA
 DV1266  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1266
 DV1266                         *CURRENT SURVEY CONTROL
 DV1266  ___________________________________________________________________
 DV1266* NAD 83(1986)-  33 40 55.     (N)    112 12 12.     (W)     SCALED    
 DV1266* NAVD 88     -       394.830  (meters)    1295.37   (feet)  ADJUSTED  
 DV1266  ___________________________________________________________________
 DV1266  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1266  DYNAMIC HT  -         394.373 (meters)    1293.87  (feet)  COMP
 DV1266  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 DV1266
 DV1266  VERT ORDER  -  FIRST     CLASS II
 DV1266
 DV1266.The horizontal coordinates were scaled from a topographic map and have
 DV1266.an estimated accuracy of +/- 6 seconds.
 DV1266
 DV1266.The orthometric height was determined by differential leveling
 DV1266.and adjusted by the National Geodetic Survey in June 1991..
 DV1266
 DV1266.The geoid height was determined by GEOID03.
 DV1266
 DV1266.The dynamic height is computed by dividing the NAVD 88
 DV1266.geopotential number by the normal gravity value computed on the
 DV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1266.degrees latitude (g = 980.6199 gals.).
 DV1266
 DV1266.The modeled gravity was interpolated from observed gravity values.
 DV1266
 DV1266;                    North         East    Units  Estimated Accuracy
 DV1266;SPC AZ C     -   297,420.      186,780.      MT  (+/- 180 meters Scaled)
 DV1266
 DV1266                          SUPERSEDED SURVEY CONTROL
 DV1266
 DV1266.No superseded survey control is available for this station.
 DV1266
 DV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884275(NAD 83)
 DV1266_MARKER: I = METAL ROD
 DV1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1266_SP_SET: STAINLESS STEEL ROD
 DV1266_STAMPING: C 475 1981
 DV1266_MARK LOGO: NGS   
 DV1266_PROJECTION: FLUSH
 DV1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1266_ROD/PIPE-DEPTH: 3.7  meters
 DV1266
 DV1266  HISTORY     - Date     Condition        Report By
 DV1266  HISTORY     - 1981     MONUMENTED       NGS
 DV1266  HISTORY     - 1983     GOOD             AZDT
 DV1266  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 DV1266  HISTORY     - 20000109 GOOD             USPSQD
 DV1266  HISTORY     - 20060808 MARK NOT FOUND   GEOCAC
 DV1266
 DV1266                          STATION DESCRIPTION
 DV1266
 DV1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1266'31.4 KM (19.5 MI) NW FROM PHOENIX.
 DV1266'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1266'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1266'ALONG BEARDSLEY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG 67TH AVENUE,
 DV1266'AT THE NORTHWEST CORNER OF THE INTERSECTION OF DEER VALLEY DRIVE, 15.6
 DV1266'METERS (51 FT) WEST OF THE CENTERLINE OF THE AVENUE, 12 METERS
 DV1266'(39.4 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 3.7 METERS (12 FT)
 DV1266'SOUTHWEST OF THE WEST END OF A L SHAPED HEADWALL OF A 24-INCH CONCRETE
 DV1266'PIPE CULVERT, 2.0 METERS (6.5 FT) EAST OF A POWER LINE POLE, 2.9
 DV1266'METERS (9.5 FT) WEST OF THE ANCHOR FOR A POWER LINE POLE, THE ROD WAS
 DV1266'DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.
 DV1266'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 DV1266'THE MARK IS 0.5 M ABOVE THE DRIVE.
 DV1266
 DV1266                          STATION RECOVERY (1983)
 DV1266
 DV1266'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1266'RECOVERED IN GOOD CONDITION.
 DV1266
 DV1266                          STATION RECOVERY (1999)
 DV1266
 DV1266'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1266'MARK NOT FOUND.
 DV1266
 DV1266                          STATION RECOVERY (2000)
 DV1266
 DV1266'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1266'RECOVERED IN GOOD CONDITION.
 DV1266
 DV1266                          STATION RECOVERY (2006)
 DV1266
 DV1266'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1241 ***********************************************************************
 DV1241  DESIGNATION -  C 476
 DV1241  PID         -  DV1241
 DV1241  STATE/COUNTY-  AZ/MARICOPA
 DV1241  USGS QUAD   -  COTTON CENTER (1973)
 DV1241
 DV1241                         *CURRENT SURVEY CONTROL
 DV1241  ___________________________________________________________________
 DV1241* NAD 83(1986)-  33 04 37.     (N)    112 40 00.     (W)     SCALED    
 DV1241* NAVD 88     -       213.875  (meters)     701.69   (feet)  ADJUSTED  
 DV1241  ___________________________________________________________________
 DV1241  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1241  DYNAMIC HT  -         213.626 (meters)     700.87  (feet)  COMP
 DV1241  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV1241
 DV1241  VERT ORDER  -  FIRST     CLASS II
 DV1241
 DV1241.The horizontal coordinates were scaled from a topographic map and have
 DV1241.an estimated accuracy of +/- 6 seconds.
 DV1241
 DV1241.The orthometric height was determined by differential leveling
 DV1241.and adjusted by the National Geodetic Survey in June 1991..
 DV1241
 DV1241.The geoid height was determined by GEOID03.
 DV1241
 DV1241.The dynamic height is computed by dividing the NAVD 88
 DV1241.geopotential number by the normal gravity value computed on the
 DV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1241.degrees latitude (g = 980.6199 gals.).
 DV1241
 DV1241.The modeled gravity was interpolated from observed gravity values.
 DV1241
 DV1241;                    North         East    Units  Estimated Accuracy
 DV1241;SPC AZ C     -   230,530.      143,340.      MT  (+/- 180 meters Scaled)
 DV1241
 DV1241                          SUPERSEDED SURVEY CONTROL
 DV1241
 DV1241.No superseded survey control is available for this station.
 DV1241
 DV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444610(NAD 83)
 DV1241_MARKER: DB = BENCH MARK DISK
 DV1241_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1241_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1241_STAMPING: C 476 1981
 DV1241_MARK LOGO: NGS   
 DV1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1241+STABILITY: POSITION/ELEVATION WELL
 DV1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1241+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1241
 DV1241  HISTORY     - Date     Condition        Report By
 DV1241  HISTORY     - 1981     MONUMENTED       NGS
 DV1241  HISTORY     - 20060128 GOOD             USPSQD
 DV1241  HISTORY     - 20060129 GOOD             USPSQD
 DV1241
 DV1241                          STATION DESCRIPTION
 DV1241
 DV1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1241'16.3 KM (10.1 MI) NORTH FROM GILA BEND.
 DV1241'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1241'STATION AT GILA BEND, THENCE 15.0 KM (9.3 MI) NORTH ALONG THE
 DV1241'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP,
 DV1241'IN TOP OF THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH
 DV1241'IS ATTACHED TO THE WELL CASING, 0.5 KM (0.3 MI) NORTH OF A GROVE
 DV1241'OF LARGE SALT CEDARS, 23.2 METERS (76 FT) WEST OF THE CENTERLINE
 DV1241'OF THE ROAD, 13.6 METERS (44.6 FT) SOUTHWEST OF POWER LINE POLE
 DV1241'5-12, 3.9 METERS (12.8 FT) SOUTH OF THE SOUTH POLE OF A 2 POLE
 DV1241'STRUCTURE BEARING 3 TRANSFORMERS, 0.85 METER (1.8 FT) NORTHWEST
 DV1241'OF THE CENTER OF THE PUMP, 0.35 METER (1.2 FT) EAST OF THE WEST EDGE
 DV1241'OF THE PAD, 0.3 METER (1.0 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1241'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1241
 DV1241                          STATION RECOVERY (2006)
 DV1241
 DV1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1241'RECOVERED AS DESCRIBED.
 DV1241
 DV1241                          STATION RECOVERY (2006)
 DV1241
 DV1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1241'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1367 ***********************************************************************
 DV1367  DESIGNATION -  C 477
 DV1367  PID         -  DV1367
 DV1367  STATE/COUNTY-  AZ/LA PAZ
 DV1367  USGS QUAD   -  SOCORRO MINE (1990)
 DV1367
 DV1367                         *CURRENT SURVEY CONTROL
 DV1367  ___________________________________________________________________
 DV1367* NAD 83(1986)-  33 38 55.     (N)    113 22 38.     (W)     SCALED    
 DV1367* NAVD 88     -       457.972  (meters)    1502.53   (feet)  ADJUSTED  
 DV1367  ___________________________________________________________________
 DV1367  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1367  DYNAMIC HT  -         457.433 (meters)    1500.76  (feet)  COMP
 DV1367  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 DV1367
 DV1367  VERT ORDER  -  FIRST     CLASS II
 DV1367
 DV1367.The horizontal coordinates were scaled from a topographic map and have
 DV1367.an estimated accuracy of +/- 6 seconds.
 DV1367
 DV1367.The orthometric height was determined by differential leveling
 DV1367.and adjusted by the National Geodetic Survey in June 1991..
 DV1367
 DV1367.The geoid height was determined by GEOID03.
 DV1367
 DV1367.The dynamic height is computed by dividing the NAVD 88
 DV1367.geopotential number by the normal gravity value computed on the
 DV1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1367.degrees latitude (g = 980.6199 gals.).
 DV1367
 DV1367.The modeled gravity was interpolated from observed gravity values.
 DV1367
 DV1367;                    North         East    Units  Estimated Accuracy
 DV1367;SPC AZ W     -   293,750.      247,940.      MT  (+/- 180 meters Scaled)
 DV1367
 DV1367                          SUPERSEDED SURVEY CONTROL
 DV1367
 DV1367.No superseded survey control is available for this station.
 DV1367
 DV1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC795257(NAD 83)
 DV1367_MARKER: I = METAL ROD
 DV1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1367_SP_SET: STAINLESS STEEL ROD
 DV1367_STAMPING: C 477 1981
 DV1367_MARK LOGO: NGS   
 DV1367_PROJECTION: FLUSH
 DV1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1367_ROD/PIPE-DEPTH: 7.3  meters
 DV1367
 DV1367  HISTORY     - Date     Condition        Report By
 DV1367  HISTORY     - 1981     MONUMENTED       NGS
 DV1367  HISTORY     - 20060519 GOOD             GEOCAC
 DV1367
 DV1367                          STATION DESCRIPTION
 DV1367
 DV1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1367'27.3 KM (16.95 MI) SE FROM SALOME.
 DV1367'27.3 KM (16.95 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF
 DV1367'US HIGHWAY 60 AT SALOME, 1.1 KM (0.7 MI) NORTHWEST OF BELL TELEPHONE
 DV1367'SUB-STATION 10.5, 1.0 KM (0.6 MI) SOUTHWEST OF THE SOUTHEAST END OF
 DV1367'THE LOW RIDGE OF HILLS TO THE NORTHEAST, 16.5 METERS (54 FT) NORTHEAST
 DV1367'OF THE CENTERLINE OF THE ROAD.
 DV1367'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1367'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1367
 DV1367                          STATION RECOVERY (2006)
 DV1367
 DV1367'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1367'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1367' 
 DV1367'33 38 54.30 (N)   113 22 37.38 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1410 ***********************************************************************
 DV1410  DESIGNATION -  C 478
 DV1410  PID         -  DV1410
 DV1410  STATE/COUNTY-  AZ/LA PAZ
 DV1410  USGS QUAD   -  HOPE (1990)
 DV1410
 DV1410                         *CURRENT SURVEY CONTROL
 DV1410  ___________________________________________________________________
 DV1410* NAD 83(1986)-  33 43 56.     (N)    113 40 42.     (W)     SCALED    
 DV1410* NAVD 88     -       530.478  (meters)    1740.41   (feet)  ADJUSTED  
 DV1410  ___________________________________________________________________
 DV1410  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1410  DYNAMIC HT  -         529.862 (meters)    1738.39  (feet)  COMP
 DV1410  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1410
 DV1410  VERT ORDER  -  FIRST     CLASS II
 DV1410
 DV1410.The horizontal coordinates were scaled from a topographic map and have
 DV1410.an estimated accuracy of +/- 6 seconds.
 DV1410
 DV1410.The orthometric height was determined by differential leveling
 DV1410.and adjusted by the National Geodetic Survey in June 1991..
 DV1410
 DV1410.The geoid height was determined by GEOID03.
 DV1410
 DV1410.The dynamic height is computed by dividing the NAVD 88
 DV1410.geopotential number by the normal gravity value computed on the
 DV1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1410.degrees latitude (g = 980.6199 gals.).
 DV1410
 DV1410.The modeled gravity was interpolated from observed gravity values.
 DV1410
 DV1410;                    North         East    Units  Estimated Accuracy
 DV1410;SPC AZ W     -   302,970.      220,000.      MT  (+/- 180 meters Scaled)
 DV1410
 DV1410                          SUPERSEDED SURVEY CONTROL
 DV1410
 DV1410.No superseded survey control is available for this station.
 DV1410
 DV1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC518356(NAD 83)
 DV1410_MARKER: DB = BENCH MARK DISK
 DV1410_SETTING: 66 = SET IN ROCK OUTCROP
 DV1410_SP_SET: ROCK OUTCROP
 DV1410_STAMPING: C 478 1981
 DV1410_MARK LOGO: NGS   
 DV1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1410+STABILITY: POSITION/ELEVATION WELL
 DV1410
 DV1410  HISTORY     - Date     Condition        Report By
 DV1410  HISTORY     - 1981     MONUMENTED       NGS
 DV1410
 DV1410                          STATION DESCRIPTION
 DV1410
 DV1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1410'8.8 KM (5.5 MI) SW FROM SALOME.
 DV1410'8.8 KM (5.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1410'SALOME ROAD IN SALOME, 0.3 KM (0.2 MI) NORTH-NORTHEAST OF HIGHWAY
 DV1410'MILEPOST 51 AND THE NORTHEAST END OF A HIGHWAY CURVE, SET IN A MASSIVE
 DV1410'GRANITE OUTCROP AT THE SOUTH BASE OF THE NORTHEAST ONE OF TWO SMALL
 DV1410'KNOLLS, 77.8 METERS (255 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DV1410'HIGHWAY, 134.4 METERS (440 FT) NORTH OF THE NORTH CORNER OF A WHITE
 DV1410'CINDER BLOCK SUBSTATION BUILDING FOR THE UNDERGROUND TELEPHONE CABLE
 DV1410'STATION NUMBER 7 1/2, 106.0 METERS (348 FT) NORTHEAST OF THE
 DV1410'CENTERLINE OF A DIRT ROAD LEADING SOUTH TO THE BUILDING, 28.0 METERS
 DV1410'(92.0 FT) EAST OF THE CENTER OF THE SADDLE BETWEEN THE KNOLLS, 19.2
 DV1410'METERS (63.0 FT) NORTHWEST OF THE CENTERLINE OF A DRY WASH AT THE
 DV1410'SOUTHEAST EDGE OF THE KNOLL.
 DV1410'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DV1410'THE MARK IS 5.5 M BELOW THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1304 ***********************************************************************
 DW1304  DESIGNATION -  C 479
 DW1304  PID         -  DW1304
 DW1304  STATE/COUNTY-  AZ/LA PAZ
 DW1304  USGS QUAD   -  QUARTZSITE (1990)
 DW1304
 DW1304                         *CURRENT SURVEY CONTROL
 DW1304  ___________________________________________________________________
 DW1304* NAD 83(1986)-  33 39 40.     (N)    114 13 51.     (W)     SCALED    
 DW1304* NAVD 88     -       271.034  (meters)     889.22   (feet)  ADJUSTED  
 DW1304  ___________________________________________________________________
 DW1304  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DW1304  DYNAMIC HT  -         270.731 (meters)     888.22  (feet)  COMP
 DW1304  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DW1304
 DW1304  VERT ORDER  -  FIRST     CLASS II
 DW1304
 DW1304.The horizontal coordinates were scaled from a topographic map and have
 DW1304.an estimated accuracy of +/- 6 seconds.
 DW1304
 DW1304.The orthometric height was determined by differential leveling
 DW1304.and adjusted by the National Geodetic Survey in June 1991..
 DW1304
 DW1304.The geoid height was determined by GEOID03.
 DW1304
 DW1304.The dynamic height is computed by dividing the NAVD 88
 DW1304.geopotential number by the normal gravity value computed on the
 DW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1304.degrees latitude (g = 980.6199 gals.).
 DW1304
 DW1304.The modeled gravity was interpolated from observed gravity values.
 DW1304
 DW1304;                    North         East    Units  Estimated Accuracy
 DW1304;SPC AZ W     -   295,180.      168,770.      MT  (+/- 180 meters Scaled)
 DW1304
 DW1304                          SUPERSEDED SURVEY CONTROL
 DW1304
 DW1304.No superseded survey control is available for this station.
 DW1304
 DW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT567280(NAD 83)
 DW1304_MARKER: DB = BENCH MARK DISK
 DW1304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1304_SP_SET: BRIDGE PIER
 DW1304_STAMPING: C 479 1981
 DW1304_MARK LOGO: NGS   
 DW1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1304
 DW1304  HISTORY     - Date     Condition        Report By
 DW1304  HISTORY     - 1981     MONUMENTED       NGS
 DW1304
 DW1304                          STATION DESCRIPTION
 DW1304
 DW1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1304'1.3 KM (0.8 MI) WEST FROM QUARTZSITE.
 DW1304'1.3 KM (0.8 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1304'95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY MILEPOST
 DW1304'18, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER FOR A
 DW1304'PEDESTRIAN BRIDGE OVER THE INTERSTATE, 16.0 METERS (52.5 FT) SOUTH OF
 DW1304'THE CENTERLINE OF THE WEST-BOUND LANES, 1.1 METERS (3.6 FT) WEST OF
 DW1304'THE EAST END OF THE PIER, 1.5 METERS (5.0 FT) ABOVE THE GROUND.
 DW1304'THE MARK IS 0.6 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1484 ***********************************************************************
 DV1484  DESIGNATION -  C 480
 DV1484  PID         -  DV1484
 DV1484  STATE/COUNTY-  AZ/LA PAZ
 DV1484  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1484
 DV1484                         *CURRENT SURVEY CONTROL
 DV1484  ___________________________________________________________________
 DV1484* NAD 83(1986)-  33 56 31.     (N)    113 32 50.     (W)     SCALED    
 DV1484* NAVD 88     -       743.090  (meters)    2437.95   (feet)  ADJUSTED  
 DV1484  ___________________________________________________________________
 DV1484  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV1484  DYNAMIC HT  -         742.211 (meters)    2435.07  (feet)  COMP
 DV1484  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 DV1484  OBS GRAVITY -     979,427.4   (mgal)                       GRAV_OBS
 DV1484
 DV1484  VERT ORDER  -  FIRST     CLASS II
 DV1484
 DV1484.The horizontal coordinates were scaled from a topographic map and have
 DV1484.an estimated accuracy of +/- 6 seconds.
 DV1484
 DV1484.The orthometric height was determined by differential leveling
 DV1484.and adjusted by the National Geodetic Survey in June 1991..
 DV1484
 DV1484.The geoid height was determined by GEOID03.
 DV1484
 DV1484.The dynamic height is computed by dividing the NAVD 88
 DV1484.geopotential number by the normal gravity value computed on the
 DV1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1484.degrees latitude (g = 980.6199 gals.).
 DV1484
 DV1484.The modeled gravity was interpolated from observed gravity values.
 DV1484.The observed gravity was obtained from relative gravimeter ties
 DV1484.to the IGSN71 gravity network.
 DV1484
 DV1484;                    North         East    Units  Estimated Accuracy
 DV1484;SPC AZ W     -   326,240.      232,110.      MT  (+/- 180 meters Scaled)
 DV1484
 DV1484                          SUPERSEDED SURVEY CONTROL
 DV1484
 DV1484.No superseded survey control is available for this station.
 DV1484
 DV1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC645586(NAD 83)
 DV1484_MARKER: I = METAL ROD
 DV1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1484_SP_SET: STAINLESS STEEL ROD
 DV1484_STAMPING: C 480 1981
 DV1484_MARK LOGO: NGS   
 DV1484_PROJECTION: FLUSH
 DV1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1484_ROD/PIPE-DEPTH: 2.1  meters
 DV1484
 DV1484  HISTORY     - Date     Condition        Report By
 DV1484  HISTORY     - 1981     MONUMENTED       NGS
 DV1484  HISTORY     - 19990306 GOOD             USPSQD
 DV1484
 DV1484                          STATION DESCRIPTION
 DV1484
 DV1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1484'13.8 KM (8.6 MI) NORTH FROM WENDEN.
 DV1484'13.8 KM (8.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1484'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, IN LINE WITH THE SEVENTH POWER
 DV1484'TOWER SOUTHWEST OF WHERE THE LINES CROSS THE ROAD AND THE THIRD
 DV1484'MOUNTAIN PEAK SOUTHEAST OF THE NORTHEAST END OF THE HARQUAHALA
 DV1484'MOUNTAIN RANGE, APPROXIMATELY 1.0 KM (0.6 MI) WEST CROSS-COUNTRY FROM
 DV1484'THE FOURTH TOWER SOUTHEAST OF THE LINE CROSSING, 15.2 METERS (50.0 FT)
 DV1484'EAST OF THE CENTERLINE OF THE ROAD.
 DV1484'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 DV1484'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
 DV1484
 DV1484                          STATION RECOVERY (1999)
 DV1484
 DV1484'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0774 ***********************************************************************
 ET0774  DESIGNATION -  C 481
 ET0774  PID         -  ET0774
 ET0774  STATE/COUNTY-  AZ/LA PAZ
 ET0774  USGS QUAD   -  ALAMO DAM (1990)
 ET0774
 ET0774                         *CURRENT SURVEY CONTROL
 ET0774  ___________________________________________________________________
 ET0774* NAD 83(1986)-  34 13 44.     (N)    113 35 37.     (W)     SCALED    
 ET0774* NAVD 88     -       391.489  (meters)    1284.41   (feet)  ADJUSTED  
 ET0774  ___________________________________________________________________
 ET0774  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ET0774  DYNAMIC HT  -         391.055 (meters)    1282.99  (feet)  COMP
 ET0774  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 ET0774  OBS GRAVITY -     979,517.6   (mgal)                       GRAV_OBS
 ET0774
 ET0774  VERT ORDER  -  FIRST     CLASS II
 ET0774
 ET0774.The horizontal coordinates were scaled from a topographic map and have
 ET0774.an estimated accuracy of +/- 6 seconds.
 ET0774
 ET0774.The orthometric height was determined by differential leveling
 ET0774.and adjusted by the National Geodetic Survey in June 1991..
 ET0774
 ET0774.The geoid height was determined by GEOID03.
 ET0774
 ET0774.The dynamic height is computed by dividing the NAVD 88
 ET0774.geopotential number by the normal gravity value computed on the
 ET0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0774.degrees latitude (g = 980.6199 gals.).
 ET0774
 ET0774.The modeled gravity was interpolated from observed gravity values.
 ET0774.The observed gravity was obtained from relative gravimeter ties
 ET0774.to the IGSN71 gravity network.
 ET0774
 ET0774;                    North         East    Units  Estimated Accuracy
 ET0774;SPC AZ W     -   358,060.      227,770.      MT  (+/- 180 meters Scaled)
 ET0774
 ET0774                          SUPERSEDED SURVEY CONTROL
 ET0774
 ET0774.No superseded survey control is available for this station.
 ET0774
 ET0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC611905(NAD 83)
 ET0774_MARKER: DB = BENCH MARK DISK
 ET0774_SETTING: 66 = SET IN ROCK OUTCROP
 ET0774_SP_SET: ROCK OUTCROP
 ET0774_STAMPING: C 481 1981
 ET0774_MARK LOGO: NGS   
 ET0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0774+STABILITY: POSITION/ELEVATION WELL
 ET0774
 ET0774  HISTORY     - Date     Condition        Report By
 ET0774  HISTORY     - 1981     MONUMENTED       NGS
 ET0774  HISTORY     - 19990306 GOOD             USPSQD
 ET0774
 ET0774                          STATION DESCRIPTION
 ET0774
 ET0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0774'1.0 KM (0.6 MI) SE FROM ALAMO LAKE.
 ET0774'1.0 KM (0.6 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0774'SOUTHEAST END OF THE ALAMO DAM, 0.25 KM (0.15 MI) EAST OF THE JUNCTION
 ET0774'OF A PAVED ROAD LEADING TO THE BILL WILLIAMS OVERLOOK AREA, ON THE
 ET0774'INSIDE OF THE SOUTHWEST END OF A BROAD HAIRPIN CURVE, SET IN TOP OF A
 ET0774'ROCK OUTCROP AT THE SOUTHWEST END OF A ROCK CUT, 4.6 METERS (15.0 FT)
 ET0774'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 34.5 METERS (113 FT)
 ET0774'EAST-NORTHEAST OF THE CENTER LINE OF A MACADAM CURB DRAIN WITH A
 ET0774'12-INCH STEEL PIPE CULVERT, 24.6 METERS (80.7 FT) EAST ACROSS THE
 ET0774'HIGHWAY FROM THE SOUTHWEST END OF A GALVANIZED STEEL GUARDRAIL, 15.6
 ET0774'METERS (51.0 FT) EAST-NORTHEAST OF THE SOUTHWEST END OF THE CUT, 4.3
 ET0774'METERS (14.0 FT) EAST-NORTHEAST OF THE CENTER OF AN 8 X 10 FOOT
 ET0774'SMOOTH-FACED VERTICAL ROCK.
 ET0774'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 ET0774'THE MARK IS 0.9 M ABOVE THE ROAD CENTERLINE.
 ET0774
 ET0774                          STATION RECOVERY (1999)
 ET0774
 ET0774'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0799 ***********************************************************************
 ET0799  DESIGNATION -  C 482
 ET0799  PID         -  ET0799
 ET0799  STATE/COUNTY-  AZ/MOHAVE
 ET0799  USGS QUAD   -  SIGNAL (1990)
 ET0799
 ET0799                         *CURRENT SURVEY CONTROL
 ET0799  ___________________________________________________________________
 ET0799* NAD 83(1986)-  34 23 05.     (N)    113 43 11.     (W)     SCALED    
 ET0799* NAVD 88     -       748.765  (meters)    2456.57   (feet)  ADJUSTED  
 ET0799  ___________________________________________________________________
 ET0799  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ET0799  DYNAMIC HT  -         747.885 (meters)    2453.69  (feet)  COMP
 ET0799  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 ET0799
 ET0799  VERT ORDER  -  FIRST     CLASS II
 ET0799
 ET0799.The horizontal coordinates were scaled from a topographic map and have
 ET0799.an estimated accuracy of +/- 6 seconds.
 ET0799
 ET0799.The orthometric height was determined by differential leveling
 ET0799.and adjusted by the National Geodetic Survey in June 1991..
 ET0799
 ET0799.The geoid height was determined by GEOID03.
 ET0799
 ET0799.The dynamic height is computed by dividing the NAVD 88
 ET0799.geopotential number by the normal gravity value computed on the
 ET0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0799.degrees latitude (g = 980.6199 gals.).
 ET0799
 ET0799.The modeled gravity was interpolated from observed gravity values.
 ET0799
 ET0799;                    North         East    Units  Estimated Accuracy
 ET0799;SPC AZ W     -   375,340.      216,140.      MT  (+/- 180 meters Scaled)
 ET0799
 ET0799                          SUPERSEDED SURVEY CONTROL
 ET0799
 ET0799.No superseded survey control is available for this station.
 ET0799
 ET0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD499081(NAD 83)
 ET0799_MARKER: DB = BENCH MARK DISK
 ET0799_SETTING: 66 = SET IN ROCK OUTCROP
 ET0799_SP_SET: ROCK OUTCROP
 ET0799_STAMPING: C 482 1981
 ET0799_MARK LOGO: NGS   
 ET0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0799+STABILITY: POSITION/ELEVATION WELL
 ET0799
 ET0799  HISTORY     - Date     Condition        Report By
 ET0799  HISTORY     - 1981     MONUMENTED       NGS
 ET0799
 ET0799                          STATION DESCRIPTION
 ET0799
 ET0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0799'73.6 KM (45.7 MI) SE FROM YUCCA.
 ET0799'73.6 KM (45.7 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0799'INTERSTATE HIGHWAY 40 IN YUCCA, 0.1 KM (0.05 MI) SOUTH OF THE NORTH
 ET0799'END OF A VOLCANIC ROCK RIDGE, SET IN TOP OF A 4 X 3 FOOT BLACK
 ET0799'VOLCANIC ROCK OUTCROP, 42.7 METERS (140 FT) EAST OF THE CENTERLINE OF
 ET0799'THE ROAD, 60.3 METERS (198 FT) NORTHEAST OF THE SUMMIT OF A ROAD GRADE
 ET0799'IN A SADDLE, 4.5 METERS (15.0 FT) BELOW THE TOP OF THE ROCK RIDGE.
 ET0799'THE MARK IS 1.6 METERS  NNE FROM A WITNESS POST.
 ET0799'THE MARK IS 1.2 M ABOVE THE ROAD AT THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0907 ***********************************************************************
 FS0907  DESIGNATION -  C 484
 FS0907  PID         -  FS0907
 FS0907  STATE/COUNTY-  AZ/MOHAVE
 FS0907  USGS QUAD   -  KINGMAN (1980)
 FS0907
 FS0907                         *CURRENT SURVEY CONTROL
 FS0907  ___________________________________________________________________
 FS0907* NAD 83(1986)-  35 11 00.     (N)    114 03 49.     (W)     SCALED    
 FS0907* NAVD 88     -      1007.639  (meters)    3305.90   (feet)  ADJUSTED  
 FS0907  ___________________________________________________________________
 FS0907  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0907  DYNAMIC HT  -        1006.458 (meters)    3302.02  (feet)  COMP
 FS0907  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 FS0907
 FS0907  VERT ORDER  -  FIRST     CLASS II
 FS0907
 FS0907.The horizontal coordinates were scaled from a topographic map and have
 FS0907.an estimated accuracy of +/- 6 seconds.
 FS0907
 FS0907.The orthometric height was determined by differential leveling
 FS0907.and adjusted by the National Geodetic Survey in June 1991..
 FS0907
 FS0907.The geoid height was determined by GEOID03.
 FS0907
 FS0907.The dynamic height is computed by dividing the NAVD 88
 FS0907.geopotential number by the normal gravity value computed on the
 FS0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0907.degrees latitude (g = 980.6199 gals.).
 FS0907
 FS0907.The modeled gravity was interpolated from observed gravity values.
 FS0907
 FS0907;                    North         East    Units  Estimated Accuracy
 FS0907;SPC AZ W     -   463,970.      184,800.      MT  (+/- 180 meters Scaled)
 FS0907
 FS0907                          SUPERSEDED SURVEY CONTROL
 FS0907
 FS0907.No superseded survey control is available for this station.
 FS0907
 FS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU673973(NAD 83)
 FS0907_MARKER: DB = BENCH MARK DISK
 FS0907_SETTING: 66 = SET IN ROCK OUTCROP
 FS0907_SP_SET: ROCK OUTCROP
 FS0907_STAMPING: C 484 1981
 FS0907_MARK LOGO: NGS   
 FS0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0907+STABILITY: POSITION/ELEVATION WELL
 FS0907
 FS0907  HISTORY     - Date     Condition        Report By
 FS0907  HISTORY     - UNK      MONUMENTED
 FS0907  HISTORY     - 1982     GOOD             NGS
 FS0907  HISTORY     - 1982     GOOD             NGS
 FS0907
 FS0907                          STATION DESCRIPTION
 FS0907
 FS0907'DESCRIBED UNK
 FS0907'1.8 KM (1.1 MI) SOUTH FROM KINGMAN.
 FS0907'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0907'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 FS0907'OLD US HIGHWAY 66, IN TOP OF A MASSIVE OUTCROP IN A SMALL RAVINE
 FS0907'BETWEEN TWO HIGHWAY ROCK CUTS, WEST OF AND ACROSS A WASH AND THE
 FS0907'HIGHWAY FROM THE NORTH END OF A STEEL RAILROAD BRIDGE, 18.3 METERS
 FS0907'(60 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 18.3 METERS
 FS0907'(60 FT) SOUTHWEST OF THE SOUTH END OF A HIGHWAY CUT, 21 METERS
 FS0907'(69 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST UPHILL,
 FS0907'14 METERS (46 FT) EAST OF A WIRE FENCE.
 FS0907'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0907'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 FS0907
 FS0907                          STATION RECOVERY (1982)
 FS0907
 FS0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0907'RECOVERED IN GOOD CONDITION.
 FS0907
 FS0907                          STATION RECOVERY (1982)
 FS0907
 FS0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0774 ***********************************************************************
 EU0774  DESIGNATION -  C 485
 EU0774  PID         -  EU0774
 EU0774  STATE/COUNTY-  AZ/MOHAVE
 EU0774  USGS QUAD   -  FRANCONIA (1970)
 EU0774
 EU0774                         *CURRENT SURVEY CONTROL
 EU0774  ___________________________________________________________________
 EU0774* NAD 83(1986)-  34 43 49.     (N)    114 17 40.     (W)     SCALED    
 EU0774* NAVD 88     -       315.691  (meters)    1035.73   (feet)  ADJUSTED  
 EU0774  ___________________________________________________________________
 EU0774  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EU0774  DYNAMIC HT  -         315.355 (meters)    1034.63  (feet)  COMP
 EU0774  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 EU0774
 EU0774  VERT ORDER  -  FIRST     CLASS II
 EU0774
 EU0774.The horizontal coordinates were scaled from a topographic map and have
 EU0774.an estimated accuracy of +/- 6 seconds.
 EU0774
 EU0774.The orthometric height was determined by differential leveling
 EU0774.and adjusted by the National Geodetic Survey in June 1991..
 EU0774
 EU0774.The geoid height was determined by GEOID03.
 EU0774
 EU0774.The dynamic height is computed by dividing the NAVD 88
 EU0774.geopotential number by the normal gravity value computed on the
 EU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0774.degrees latitude (g = 980.6199 gals.).
 EU0774
 EU0774.The modeled gravity was interpolated from observed gravity values.
 EU0774
 EU0774;                    North         East    Units  Estimated Accuracy
 EU0774;SPC AZ W     -   413,800.      163,500.      MT  (+/- 180 meters Scaled)
 EU0774
 EU0774                          SUPERSEDED SURVEY CONTROL
 EU0774
 EU0774.No superseded survey control is available for this station.
 EU0774
 EU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU477464(NAD 83)
 EU0774_MARKER: DB = BENCH MARK DISK
 EU0774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0774_SP_SET: ABUTMENT
 EU0774_STAMPING: C 485 1981
 EU0774_MARK LOGO: NGS   
 EU0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0774
 EU0774  HISTORY     - Date     Condition        Report By
 EU0774  HISTORY     - 1981     MONUMENTED       NGS
 EU0774
 EU0774                          STATION DESCRIPTION
 EU0774
 EU0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0774'17.55 KM (10.95 MI) NE FROM TOPOCK.
 EU0774'17.55 KM (10.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 EU0774'EAST END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE SOUTH
 EU0774'END OF THE WEST ABUTMENT OF THE WEST BOUND TRAFFIC LANES BRIDGE OVER A
 EU0774'DRY WASH, 0.1 KM (0.05 MI) EAST OF MILEPOST 11, 5.8 METERS (19 FT)
 EU0774'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0774'THE MARK IS 1.0 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0919 ***********************************************************************
 FS0919  DESIGNATION -  C 486
 FS0919  PID         -  FS0919
 FS0919  STATE/COUNTY-  AZ/MOHAVE
 FS0919  USGS QUAD   -  KINGMAN (1980)
 FS0919
 FS0919                         *CURRENT SURVEY CONTROL
 FS0919  ___________________________________________________________________
 FS0919* NAD 83(1986)-  35 13 11.     (N)    114 07 16.     (W)     SCALED    
 FS0919* NAVD 88     -      1040.755  (meters)    3414.54   (feet)  ADJUSTED  
 FS0919  ___________________________________________________________________
 FS0919  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FS0919  DYNAMIC HT  -        1039.540 (meters)    3410.56  (feet)  COMP
 FS0919  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 FS0919  OBS GRAVITY -     979,431.0   (mgal)                       GRAV_OBS
 FS0919
 FS0919  VERT ORDER  -  FIRST     CLASS II
 FS0919
 FS0919.The horizontal coordinates were scaled from a topographic map and have
 FS0919.an estimated accuracy of +/- 6 seconds.
 FS0919
 FS0919.The orthometric height was determined by differential leveling
 FS0919.and adjusted by the National Geodetic Survey in June 1991..
 FS0919
 FS0919.The geoid height was determined by GEOID03.
 FS0919
 FS0919.The dynamic height is computed by dividing the NAVD 88
 FS0919.geopotential number by the normal gravity value computed on the
 FS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0919.degrees latitude (g = 980.6199 gals.).
 FS0919
 FS0919.The modeled gravity was interpolated from observed gravity values.
 FS0919.The observed gravity was obtained from relative gravimeter ties
 FS0919.to the IGSN71 gravity network.
 FS0919
 FS0919;                    North         East    Units  Estimated Accuracy
 FS0919;SPC AZ W     -   468,030.      179,580.      MT  (+/- 180 meters Scaled)
 FS0919
 FS0919                          SUPERSEDED SURVEY CONTROL
 FS0919
 FS0919.No superseded survey control is available for this station.
 FS0919
 FS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV620012(NAD 83)
 FS0919_MARKER: DB = BENCH MARK DISK
 FS0919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0919_SP_SET: HEADWALL
 FS0919_STAMPING: C 486 1982
 FS0919_MARK LOGO: NGS   
 FS0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0919
 FS0919  HISTORY     - Date     Condition        Report By
 FS0919  HISTORY     - 1982     MONUMENTED       NGS
 FS0919
 FS0919                          STATION DESCRIPTION
 FS0919
 FS0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0919'6.1 KM (3.8 MI) NW FROM KINGMAN.
 FS0919'6.1 KM (3.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0919'HIGHWAY 40 OVERPASS IN KINGMAN, 0.3 KM (0.2 MI) SOUTHEAST OF THE Y
 FS0919'JUNCTION OF STATE HIGHWAY 68 LEADING WEST, 0.2 KM (0.1 MI) SOUTHEAST
 FS0919'OF THE STATE INSPECTION STATION, AT A TRIPLE 10 BY 10 FOOT BOX
 FS0919'CULVERT, IN TOP OF THE NORTHEAST HEADWALL 0.6 METER (2 FT) SOUTHEAST
 FS0919'OF THE NORTHWEST END, 10.6 METERS (35 FT) NORTHWEST OF THE SOUTHEAST
 FS0919'END, 7.6 METERS (25 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0919'2.7 METERS (9 FT) NORTHEAST OF A GUARD RAIL.
 FS0919'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0703 ***********************************************************************
 FR0703  DESIGNATION -  C 487
 FR0703  PID         -  FR0703
 FR0703  STATE/COUNTY-  AZ/MOHAVE
 FR0703  USGS QUAD   -  VALENTINE (1980)
 FR0703
 FR0703                         *CURRENT SURVEY CONTROL
 FR0703  ___________________________________________________________________
 FR0703* NAD 83(1986)-  35 25 20.     (N)    113 38 56.     (W)     SCALED    
 FR0703* NAVD 88     -      1214.774  (meters)    3985.47   (feet)  ADJUSTED  
 FR0703  ___________________________________________________________________
 FR0703  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FR0703  DYNAMIC HT  -        1213.287 (meters)    3980.59  (feet)  COMP
 FR0703  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 FR0703
 FR0703  VERT ORDER  -  FIRST     CLASS II
 FR0703
 FR0703.The horizontal coordinates were scaled from a topographic map and have
 FR0703.an estimated accuracy of +/- 6 seconds.
 FR0703
 FR0703.The orthometric height was determined by differential leveling
 FR0703.and adjusted by the National Geodetic Survey in June 1991..
 FR0703
 FR0703.The geoid height was determined by GEOID03.
 FR0703
 FR0703.The dynamic height is computed by dividing the NAVD 88
 FR0703.geopotential number by the normal gravity value computed on the
 FR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0703.degrees latitude (g = 980.6199 gals.).
 FR0703
 FR0703.The modeled gravity was interpolated from observed gravity values.
 FR0703
 FR0703;                    North         East    Units  Estimated Accuracy
 FR0703;SPC AZ W     -   490,430.      222,540.      MT  (+/- 180 meters Scaled)
 FR0703
 FR0703                          SUPERSEDED SURVEY CONTROL
 FR0703
 FR0703.No superseded survey control is available for this station.
 FR0703
 FR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE595230(NAD 83)
 FR0703_MARKER: DB = BENCH MARK DISK
 FR0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0703_SP_SET: ABUTMENT
 FR0703_STAMPING: C 487 1982
 FR0703_MARK LOGO: NGS   
 FR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0703+STABILITY: SURFACE MOTION
 FR0703
 FR0703  HISTORY     - Date     Condition        Report By
 FR0703  HISTORY     - 1982     MONUMENTED       NGS
 FR0703
 FR0703                          STATION DESCRIPTION
 FR0703
 FR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0703'25.3 KM (15.7 MI) SW FROM PEACH SPRINGS.
 FR0703'25.3 KM (15.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0703'OFFICE AT PEACH SPRINGS, 0.2 KM (0.1 MILE) SOUTH OF HIGHWAY MILEPOST
 FR0703'88, IN THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE OVER A LARGE
 FR0703'WASH.
 FR0703'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0730 ***********************************************************************
 FR0730  DESIGNATION -  C 488
 FR0730  PID         -  FR0730
 FR0730  STATE/COUNTY-  AZ/COCONINO
 FR0730  USGS QUAD   -  NELSON (1967)
 FR0730
 FR0730                         *CURRENT SURVEY CONTROL
 FR0730  ___________________________________________________________________
 FR0730* NAD 83(1986)-  35 33 14.     (N)    113 19 21.     (W)     SCALED    
 FR0730* NAVD 88     -      1591.213  (meters)    5220.50   (feet)  ADJUSTED  
 FR0730  ___________________________________________________________________
 FR0730  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FR0730  DYNAMIC HT  -        1589.177 (meters)    5213.82  (feet)  COMP
 FR0730  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 FR0730
 FR0730  VERT ORDER  -  FIRST     CLASS II
 FR0730
 FR0730.The horizontal coordinates were scaled from a topographic map and have
 FR0730.an estimated accuracy of +/- 6 seconds.
 FR0730
 FR0730.The orthometric height was determined by differential leveling
 FR0730.and adjusted by the National Geodetic Survey in June 1991..
 FR0730
 FR0730.The geoid height was determined by GEOID03.
 FR0730
 FR0730.The dynamic height is computed by dividing the NAVD 88
 FR0730.geopotential number by the normal gravity value computed on the
 FR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0730.degrees latitude (g = 980.6199 gals.).
 FR0730
 FR0730.The modeled gravity was interpolated from observed gravity values.
 FR0730
 FR0730;                    North         East    Units  Estimated Accuracy
 FR0730;SPC AZ C     -   505,930.       85,900.      MT  (+/- 180 meters Scaled)
 FR0730
 FR0730                          SUPERSEDED SURVEY CONTROL
 FR0730
 FR0730.No superseded survey control is available for this station.
 FR0730
 FR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE894369(NAD 83)
 FR0730_MARKER: DB = BENCH MARK DISK
 FR0730_SETTING: 66 = SET IN ROCK OUTCROP
 FR0730_SP_SET: ROCK OUTCROP
 FR0730_STAMPING: C 488 1982
 FR0730_MARK LOGO: NGS   
 FR0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0730+STABILITY: POSITION/ELEVATION WELL
 FR0730
 FR0730  HISTORY     - Date     Condition        Report By
 FR0730  HISTORY     - 1982     MONUMENTED       NGS
 FR0730
 FR0730                          STATION DESCRIPTION
 FR0730
 FR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0730'13.2 KM (8.2 MI) EAST FROM PEACH SPRINGS.
 FR0730'13.2 KM (8.2 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0730'PEACH SPRINGS, 1.0 KM (0.65 MI) EAST OF THE COUNTY LINE, 0.4 KM (0.25
 FR0730'MI) WEST OF MILEPOST 110, 0.1 KM (0.05 MI) WEST OF A CULVERT UNDER THE
 FR0730'OLD HIGHWAY, IN TOP OF A MASSIVE LIMESTONE OUTCROP FLUSH WITH THE
 FR0730'GROUND, AT THE EAST END OF A LOW HIGHWAY CUT, 13.4 METERS (44 FT)
 FR0730'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44 FT) NORTH OF A
 FR0730'FENCE, 18.2 METERS (60 FT) NORTHWEST OF A HIGHWAY RIGHT OF WAY POST,
 FR0730'6.0 METERS (20 FT) NORTHWEST OF A SMALL GROUP OF YUCCAS.
 FR0730'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 FR0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0764 ***********************************************************************
 FR0764  DESIGNATION -  C 489
 FR0764  PID         -  FR0764
 FR0764  STATE/COUNTY-  AZ/YAVAPAI
 FR0764  USGS QUAD   -  ASH FORK (1979)
 FR0764
 FR0764                         *CURRENT SURVEY CONTROL
 FR0764  ___________________________________________________________________
 FR0764* NAD 83(1986)-  35 13 12.     (N)    112 27 56.     (W)     SCALED    
 FR0764* NAVD 88     -      1582.681  (meters)    5192.51   (feet)  ADJUSTED  
 FR0764  ___________________________________________________________________
 FR0764  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR0764  DYNAMIC HT  -        1580.597 (meters)    5185.68  (feet)  COMP
 FR0764  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0764
 FR0764  VERT ORDER  -  FIRST     CLASS II
 FR0764
 FR0764.The horizontal coordinates were scaled from a topographic map and have
 FR0764.an estimated accuracy of +/- 6 seconds.
 FR0764
 FR0764.The orthometric height was determined by differential leveling
 FR0764.and adjusted by the National Geodetic Survey in June 1991..
 FR0764
 FR0764.The geoid height was determined by GEOID03.
 FR0764
 FR0764.The dynamic height is computed by dividing the NAVD 88
 FR0764.geopotential number by the normal gravity value computed on the
 FR0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0764.degrees latitude (g = 980.6199 gals.).
 FR0764
 FR0764.The modeled gravity was interpolated from observed gravity values.
 FR0764
 FR0764;                    North         East    Units  Estimated Accuracy
 FR0764;SPC AZ C     -   468,120.      163,390.      MT  (+/- 180 meters Scaled)
 FR0764
 FR0764                          SUPERSEDED SURVEY CONTROL
 FR0764
 FR0764.No superseded survey control is available for this station.
 FR0764
 FR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD666984(NAD 83)
 FR0764_MARKER: DB = BENCH MARK DISK
 FR0764_SETTING: 66 = SET IN ROCK OUTCROP
 FR0764_SP_SET: ROCK OUTCROP
 FR0764_STAMPING: C 489 1982
 FR0764_MARK LOGO: NGS   
 FR0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0764+STABILITY: POSITION/ELEVATION WELL
 FR0764
 FR0764  HISTORY     - Date     Condition        Report By
 FR0764  HISTORY     - 1982     MONUMENTED       NGS
 FR0764
 FR0764                          STATION DESCRIPTION
 FR0764
 FR0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0764'0.8 KM (0.5 MI) EAST FROM ASH FORK.
 FR0764'0.8 KM (0.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0764'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE OUTCROP PROJECTING 3
 FR0764'FEET FROM THE BASE OF A HIGH RED VOLCANIC ASH HIGHWAY CUT, 0.5 KM (0.3
 FR0764'MI) WEST OF MILEPOST 147, 17.6 METERS (58 FT) SOUTH OF THE CENTERLINE
 FR0764'OF THE EAST BOUND TRAFFIC LANES, 3.0 METERS (10 FT) SOUTHWEST OF LAMP
 FR0764'POLE 5665S AND LEVEL WITH THE BASE OF THE POLE.
 FR0764'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0764'THE MARK IS ABOVE LEVEL WITH THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0375 ***********************************************************************
 FQ0375  DESIGNATION -  C 490
 FQ0375  PID         -  FQ0375
 FQ0375  STATE/COUNTY-  AZ/COCONINO
 FQ0375  USGS QUAD   -  PARKS (1974)
 FQ0375
 FQ0375                         *CURRENT SURVEY CONTROL
 FQ0375  ___________________________________________________________________
 FQ0375* NAD 83(1986)-  35 15 32.     (N)    111 59 33.     (W)     SCALED    
 FQ0375* NAVD 88     -      2196.945  (meters)    7207.81   (feet)  ADJUSTED  
 FQ0375  ___________________________________________________________________
 FQ0375  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0375  DYNAMIC HT  -        2193.811 (meters)    7197.53  (feet)  COMP
 FQ0375  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 FQ0375
 FQ0375  VERT ORDER  -  FIRST     CLASS II
 FQ0375
 FQ0375.The horizontal coordinates were scaled from a topographic map and have
 FQ0375.an estimated accuracy of +/- 6 seconds.
 FQ0375
 FQ0375.The orthometric height was determined by differential leveling
 FQ0375.and adjusted by the National Geodetic Survey in June 1991..
 FQ0375
 FQ0375.The geoid height was determined by GEOID03.
 FQ0375
 FQ0375.The dynamic height is computed by dividing the NAVD 88
 FQ0375.geopotential number by the normal gravity value computed on the
 FQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0375.degrees latitude (g = 980.6199 gals.).
 FQ0375
 FQ0375.The modeled gravity was interpolated from observed gravity values.
 FQ0375
 FQ0375;                    North         East    Units  Estimated Accuracy
 FQ0375;SPC AZ C     -   472,300.      206,460.      MT  (+/- 180 meters Scaled)
 FQ0375
 FQ0375                          SUPERSEDED SURVEY CONTROL
 FQ0375
 FQ0375.No superseded survey control is available for this station.
 FQ0375
 FQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE097022(NAD 83)
 FQ0375_MARKER: DB = BENCH MARK DISK
 FQ0375_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0375_SP_SET: ROCK OUTCROP
 FQ0375_STAMPING: C 490 1982
 FQ0375_MARK LOGO: NGS   
 FQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0375+STABILITY: POSITION/ELEVATION WELL
 FQ0375
 FQ0375  HISTORY     - Date     Condition        Report By
 FQ0375  HISTORY     - 1982     MONUMENTED       NGS
 FQ0375
 FQ0375                          STATION DESCRIPTION
 FQ0375
 FQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0375'19.6 KM (12.2 MI) EAST FROM WILLIAMS.
 FQ0375'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FQ0375'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FQ0375'ALONG INTERSTATE HIGHWAY 40, THENCE 6.0 KM (3.7 MI) EAST ALONG PARKS
 FQ0375'ROAD, AT THE TOP OF A HILL, IN TOP OF A MASSIVE PORTION OF GREY
 FQ0375'VOLCANIC OUTCROP NEAR THE BASE OF A CUT, ACROSS THE ROAD FROM A VERY
 FQ0375'ARTISTIC TYPE CEDAR TREE, 76.1 METERS (250 FT) WEST OF THE CENTERLINE
 FQ0375'OF A PULLOFF ROAD WITH A STOP SIGN, 73.1 METERS (240 FT) WEST OF  THE
 FQ0375'EAST END OF A ROCKY CUT, 7.9 METERS (26 FT) NORTH OF THE CENTERLINE OF
 FQ0375'THE ROAD, 22.8 METERS (75 FT) WEST OF CABLE POLE WITH GUY WIRE NUMBER
 FQ0375'2, 36.5 METERS (120 FT) EAST OF CABLE POLE WITH GUY WIRE NUMBER 3.
 FQ0375'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0375'THE MARK IS 1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0399 ***********************************************************************
 FQ0399  DESIGNATION -  C 491
 FQ0399  PID         -  FQ0399
 FQ0399  STATE/COUNTY-  AZ/COCONINO
 FQ0399  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0399
 FQ0399                         *CURRENT SURVEY CONTROL
 FQ0399  ___________________________________________________________________
 FQ0399* NAD 83(1986)-  35 04 47.     (N)    111 43 47.     (W)     SCALED    
 FQ0399* NAVD 88     -      2031.443  (meters)    6664.83   (feet)  ADJUSTED  
 FQ0399  ___________________________________________________________________
 FQ0399  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0399  DYNAMIC HT  -        2028.597 (meters)    6655.49  (feet)  COMP
 FQ0399  MODELED GRAV-     979,160.3   (mgal)                       NAVD 88
 FQ0399
 FQ0399  VERT ORDER  -  FIRST     CLASS II
 FQ0399
 FQ0399.The horizontal coordinates were scaled from a topographic map and have
 FQ0399.an estimated accuracy of +/- 6 seconds.
 FQ0399
 FQ0399.The orthometric height was determined by differential leveling
 FQ0399.and adjusted by the National Geodetic Survey in June 1991..
 FQ0399
 FQ0399.The geoid height was determined by GEOID03.
 FQ0399
 FQ0399.The dynamic height is computed by dividing the NAVD 88
 FQ0399.geopotential number by the normal gravity value computed on the
 FQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0399.degrees latitude (g = 980.6199 gals.).
 FQ0399
 FQ0399.The modeled gravity was interpolated from observed gravity values.
 FQ0399
 FQ0399;                    North         East    Units  Estimated Accuracy
 FQ0399;SPC AZ C     -   452,430.      230,410.      MT  (+/- 180 meters Scaled)
 FQ0399
 FQ0399                          SUPERSEDED SURVEY CONTROL
 FQ0399
 FQ0399.No superseded survey control is available for this station.
 FQ0399
 FQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334821(NAD 83)
 FQ0399_MARKER: DB = BENCH MARK DISK
 FQ0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0399_SP_SET: HEADWALL
 FQ0399_STAMPING: C 491 1982
 FQ0399_MARK LOGO: NGS   
 FQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0399+STABILITY: SURFACE MOTION
 FQ0399
 FQ0399  HISTORY     - Date     Condition        Report By
 FQ0399  HISTORY     - 1982     MONUMENTED       NGS
 FQ0399
 FQ0399                          STATION DESCRIPTION
 FQ0399
 FQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0399'13.0 KM (8.1 MI) SW FROM FLAGSTAFF.
 FQ0399'13.0 KM (8.1 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0399'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.8 KM (0.5
 FQ0399'MI) SOUTHWEST OF MILEPOST 394, IN TOP OF THE NORTH END OF THE EAST
 FQ0399'HEADWALL FOR A 48 INCH CORRUGATED METAL PIPE CULVERT, 5.4 METERS (18.0
 FQ0399'FT) EAST OF THE HIGHWAY CENTERLINE.
 FQ0399'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0450 ***********************************************************************
 FQ0450  DESIGNATION -  C 492
 FQ0450  PID         -  FQ0450
 FQ0450  STATE/COUNTY-  AZ/COCONINO
 FQ0450  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0450
 FQ0450                         *CURRENT SURVEY CONTROL
 FQ0450  ___________________________________________________________________
 FQ0450* NAD 83(1986)-  35 12 48.     (N)    111 38 15.     (W)     SCALED    
 FQ0450* NAVD 88     -      2136.517  (meters)    7009.56   (feet)  ADJUSTED  
 FQ0450  ___________________________________________________________________
 FQ0450  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0450  DYNAMIC HT  -        2133.473 (meters)    6999.57  (feet)  COMP
 FQ0450  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 FQ0450
 FQ0450  VERT ORDER  -  FIRST     CLASS II
 FQ0450
 FQ0450.The horizontal coordinates were scaled from a topographic map and have
 FQ0450.an estimated accuracy of +/- 6 seconds.
 FQ0450
 FQ0450.The orthometric height was determined by differential leveling
 FQ0450.and adjusted by the National Geodetic Survey in June 1991..
 FQ0450
 FQ0450.The geoid height was determined by GEOID03.
 FQ0450
 FQ0450.The dynamic height is computed by dividing the NAVD 88
 FQ0450.geopotential number by the normal gravity value computed on the
 FQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0450.degrees latitude (g = 980.6199 gals.).
 FQ0450
 FQ0450.The modeled gravity was interpolated from observed gravity values.
 FQ0450
 FQ0450;                    North         East    Units  Estimated Accuracy
 FQ0450;SPC AZ C     -   467,280.      238,780.      MT  (+/- 180 meters Scaled)
 FQ0450
 FQ0450                          SUPERSEDED SURVEY CONTROL
 FQ0450
 FQ0450.No superseded survey control is available for this station.
 FQ0450
 FQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD419968(NAD 83)
 FQ0450_MARKER: DB = BENCH MARK DISK
 FQ0450_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0450_SP_SET: ROCK OUTCROP
 FQ0450_STAMPING: C 492 1982
 FQ0450_MARK LOGO: NGS   
 FQ0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0450+STABILITY: POSITION/ELEVATION WELL
 FQ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0450+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 FQ0450
 FQ0450  HISTORY     - Date     Condition        Report By
 FQ0450  HISTORY     - 1982     MONUMENTED       NGS
 FQ0450  HISTORY     - 20050430 GOOD             GEOCAC
 FQ0450
 FQ0450                          STATION DESCRIPTION
 FQ0450
 FQ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0450'6.1 KM (3.8 MI) NORTH FROM FLAGSTAFF.
 FQ0450'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0450'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0450'NORTH ALONG SAN FRANCISCO STREET, THENCE 0.5 KM (0.3 MI) EAST ALONG
 FQ0450'CEDAR AVENUE, IN TOP OF A 4 BY 8 FOOT PORTION OF VOLCANIC OUTCROP, ON
 FQ0450'THE OUTSIDE OF A LONG CURVE NEAR THE BOTTOM OF A GRADE, 21.3 METERS
 FQ0450'(70 FT) SOUTHEAST OF THE CENTER OF CEDAR AVENUE, 12.1 METERS (40 FT)
 FQ0450'SOUTH OF POWER POLE 1140, 9.1 METERS (30 FT) SOUTHEAST OF A WASH.
 FQ0450'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0450'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 FQ0450
 FQ0450                          STATION RECOVERY (2005)
 FQ0450
 FQ0450'RECOVERY NOTE BY GEOCACHING 2005 (BG)
 FQ0450'CEDAR AVE NOW ENDS ABOUT 65 METERS WEST OF THE MARK, IN A PARKING LOT.
 FQ0450'THE FORMER CEDAR AVE IS NOW A TRAIL IN THE FLAGSTAFF URBAN TRAIL
 FQ0450'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0659 ***********************************************************************
 ES0659  DESIGNATION -  C 493
 ES0659  PID         -  ES0659
 ES0659  STATE/COUNTY-  AZ/YAVAPAI
 ES0659  USGS QUAD   -  SEDONA (1969)
 ES0659
 ES0659                         *CURRENT SURVEY CONTROL
 ES0659  ___________________________________________________________________
 ES0659* NAD 83(1986)-  34 50 43.     (N)    111 51 31.     (W)     SCALED    
 ES0659* NAVD 88     -      1260.359  (meters)    4135.03   (feet)  ADJUSTED  
 ES0659  ___________________________________________________________________
 ES0659  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ES0659  DYNAMIC HT  -        1258.736 (meters)    4129.70  (feet)  COMP
 ES0659  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 ES0659
 ES0659  VERT ORDER  -  FIRST     CLASS II
 ES0659
 ES0659.The horizontal coordinates were scaled from a topographic map and have
 ES0659.an estimated accuracy of +/- 6 seconds.
 ES0659
 ES0659.The orthometric height was determined by differential leveling
 ES0659.and adjusted by the National Geodetic Survey in June 1991..
 ES0659
 ES0659.The geoid height was determined by GEOID03.
 ES0659
 ES0659.The dynamic height is computed by dividing the NAVD 88
 ES0659.geopotential number by the normal gravity value computed on the
 ES0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0659.degrees latitude (g = 980.6199 gals.).
 ES0659
 ES0659.The modeled gravity was interpolated from observed gravity values.
 ES0659
 ES0659;                    North         East    Units  Estimated Accuracy
 ES0659;SPC AZ C     -   426,410.      218,670.      MT  (+/- 180 meters Scaled)
 ES0659
 ES0659                          SUPERSEDED SURVEY CONTROL
 ES0659
 ES0659.No superseded survey control is available for this station.
 ES0659
 ES0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD215562(NAD 83)
 ES0659_MARKER: DB = BENCH MARK DISK
 ES0659_SETTING: 66 = SET IN ROCK OUTCROP
 ES0659_SP_SET: ROCK OUTCROP
 ES0659_STAMPING: C 493 1982
 ES0659_MARK LOGO: NGS   
 ES0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0659+STABILITY: POSITION/ELEVATION WELL
 ES0659
 ES0659  HISTORY     - Date     Condition        Report By
 ES0659  HISTORY     - 1982     MONUMENTED       NGS
 ES0659  HISTORY     - 19950712 GOOD             USPSQD
 ES0659  HISTORY     - 20001113 MARK NOT FOUND   LOCSUR
 ES0659
 ES0659                          STATION DESCRIPTION
 ES0659
 ES0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0659'9.6 KM (6.0 MI) SW FROM SEDONA.
 ES0659'9.6 KM (6.0 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0659'OFFICE IN SEDONA, IN TOP OF THE WEST END OF A SANDSTONE CUT ON THE
 ES0659'INSIDE OF A CURVE, 0.1 KM (0.05 MI) EAST OF MILEPOST 368, 4.5 METERS
 ES0659'(15 FT) SOUTH OF THE HIGHWAY CENTERLINE, 41.1 METERS (135 FT) EAST OF
 ES0659'THE EAST END OF A HEADWALL, 30.4 METERS (100 FT) WEST OF THE EAST END
 ES0659'OF THE CUT.
 ES0659'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0659'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0659
 ES0659                          STATION RECOVERY (1995)
 ES0659
 ES0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0659'RECOVERED IN GOOD CONDITION.
 ES0659
 ES0659                          STATION RECOVERY (2000)
 ES0659
 ES0659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (EB)
 ES0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4078 ***********************************************************************
 AJ4078  DESIGNATION -  C 493 RESET
 AJ4078  PID         -  AJ4078
 AJ4078  STATE/COUNTY-  AZ/YAVAPAI
 AJ4078  USGS QUAD   -  SEDONA (1969)
 AJ4078
 AJ4078                         *CURRENT SURVEY CONTROL
 AJ4078  ___________________________________________________________________
 AJ4078* NAD 83(1986)-  34 50 43.     (N)    111 51 31.     (W)     SCALED    
 AJ4078* NAVD 88     -      1268.47   (meters)    4161.6    (feet)  RESET     
 AJ4078  ___________________________________________________________________
 AJ4078  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AJ4078
 AJ4078  VERT ORDER  -  THIRD
 AJ4078
 AJ4078.The horizontal coordinates were scaled from a topographic map and have
 AJ4078.an estimated accuracy of +/- 6 seconds.
 AJ4078
 AJ4078.The orthometric height was computed from unverified reset data.
 AJ4078.No vertical observational check was made to the station.
 AJ4078
 AJ4078.The geoid height was determined by GEOID03.
 AJ4078
 AJ4078;                    North         East    Units  Estimated Accuracy
 AJ4078;SPC AZ C     -   426,410.      218,670.      MT  (+/- 180 meters Scaled)
 AJ4078
 AJ4078                          SUPERSEDED SURVEY CONTROL
 AJ4078
 AJ4078.No superseded survey control is available for this station.
 AJ4078
 AJ4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD215562(NAD 83)
 AJ4078_MARKER: DV = VERTICAL CONTROL DISK
 AJ4078_SETTING: 66 = SET IN ROCK OUTCROP
 AJ4078_STAMPING: C 493 RESET 2000
 AJ4078_MARK LOGO: NGS   
 AJ4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4078+STABILITY: POSITION/ELEVATION WELL
 AJ4078
 AJ4078  HISTORY     - Date     Condition        Report By
 AJ4078  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ4078
 AJ4078                          STATION DESCRIPTION
 AJ4078
 AJ4078'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (EB)
 AJ4078'6.0 MILES (9.7 KM) SOUTHWEST ALONG STATE ROUTE 89A FROM THE POST
 AJ4078'OFFICE IN SEDONA, IN A SANDSTONE SURFACE WITH AN EXPOSED 1 FOOT (0.3
 AJ4078'M) VERTICAL STEP ON THE WEST END, ON A SLOPED RIDGE INSIDE THE
 AJ4078'EXISTING HIGHWAY CURVE, 299 FEET (91.1 M) EAST OF MILEPOST 368, 200
 AJ4078'FEET (61.0 M) SOUTH OF THE EXISTING HIGHWAY CENTERLINE, 15.0 FEET (4.6
 AJ4078'M) SOUTH OF THE NEW HIGHWAY RIGHT OF WAY.  60.4 FEET (18.4 M)
 AJ4078'SOUTHWEST OF A SET 1/2 INCH REBAR FOR THE NEW SOUTH HIGHWAY RIGHT OF
 AJ4078'WAY LINE AT SOUTHBOUND STATION 802+03.26SC.  281.1 FEET (85.7 M) EAST
 AJ4078'OF A SET 1/2 INCH REBAR FOR THE NEW SOUTH HIGHWAY RIGHT OF WAY LINE AT
 AJ4078'SOUTHBOUND STATION 298+43.26 37 FEET (11.3 M) EAST OF A PONDEROSA PINE
 AJ4078'TREE WITH A 10 INCH DIAMETER TRUNK.  42 FEET (12.8 M) NORTH OF A
 AJ4078'JUNIPER TREE WITH AN 18 INCH DIAMETER TRUNK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0682 ***********************************************************************
 ES0682  DESIGNATION -  C 494
 ES0682  PID         -  ES0682
 ES0682  STATE/COUNTY-  AZ/YAVAPAI
 ES0682  USGS QUAD   -  CAMP VERDE (1969)
 ES0682
 ES0682                         *CURRENT SURVEY CONTROL
 ES0682  ___________________________________________________________________
 ES0682* NAD 83(1986)-  34 33 57.     (N)    111 51 49.     (W)     SCALED    
 ES0682* NAVD 88     -       948.148  (meters)    3110.72   (feet)  ADJUSTED  
 ES0682  ___________________________________________________________________
 ES0682  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0682  DYNAMIC HT  -         946.958 (meters)    3106.81  (feet)  COMP
 ES0682  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 ES0682
 ES0682  VERT ORDER  -  FIRST     CLASS II
 ES0682
 ES0682.The horizontal coordinates were scaled from a topographic map and have
 ES0682.an estimated accuracy of +/- 6 seconds.
 ES0682
 ES0682.The orthometric height was determined by differential leveling
 ES0682.and adjusted by the National Geodetic Survey in June 1991..
 ES0682
 ES0682.The geoid height was determined by GEOID03.
 ES0682
 ES0682.The dynamic height is computed by dividing the NAVD 88
 ES0682.geopotential number by the normal gravity value computed on the
 ES0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0682.degrees latitude (g = 980.6199 gals.).
 ES0682
 ES0682.The modeled gravity was interpolated from observed gravity values.
 ES0682
 ES0682;                    North         East    Units  Estimated Accuracy
 ES0682;SPC AZ C     -   395,420.      218,230.      MT  (+/- 180 meters Scaled)
 ES0682
 ES0682                          SUPERSEDED SURVEY CONTROL
 ES0682
 ES0682.No superseded survey control is available for this station.
 ES0682
 ES0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD207252(NAD 83)
 ES0682_MARKER: I = METAL ROD
 ES0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0682_SP_SET: STAINLESS STEEL ROD
 ES0682_STAMPING: C 494 1982
 ES0682_MARK LOGO: NGS   
 ES0682_PROJECTION: FLUSH
 ES0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0682_ROD/PIPE-DEPTH: 6.7  meters
 ES0682
 ES0682  HISTORY     - Date     Condition        Report By
 ES0682  HISTORY     - 1982     MONUMENTED       NGS
 ES0682  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 ES0682
 ES0682                          STATION DESCRIPTION
 ES0682
 ES0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0682'0.8 KM (0.5 MI) WEST FROM CAMP VERDE.
 ES0682'0.8 KM (0.5 MI) WEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE IN
 ES0682'CAMP VERDE, AT A FENCE CORNER AND IN LINE WITH A POWER LINE CROSSING,
 ES0682'0.2 KM (0.1 MI) WEST OF THE T JUNCTION OF SEVENTH STREET LEADING
 ES0682'SOUTH, 11.0 METERS (36 FT) NORTH OF THE ROAD CENTERLINE, 5.5 METERS
 ES0682'(18 FT) NORTH OF A FENCE CORNER, 0.3 METER (1 FT) SOUTH OF A POWER
 ES0682'POLE.
 ES0682'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 ES0682'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0682
 ES0682                          STATION RECOVERY (1998)
 ES0682
 ES0682'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0724 ***********************************************************************
 ES0724  DESIGNATION -  C 495
 ES0724  PID         -  ES0724
 ES0724  STATE/COUNTY-  AZ/GILA
 ES0724  USGS QUAD   -  PINE (1973)
 ES0724
 ES0724                         *CURRENT SURVEY CONTROL
 ES0724  ___________________________________________________________________
 ES0724* NAD 83(1986)-  34 24 18.     (N)    111 28 46.     (W)     SCALED    
 ES0724* NAVD 88     -      1826.544  (meters)    5992.59   (feet)  ADJUSTED  
 ES0724  ___________________________________________________________________
 ES0724  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0724  DYNAMIC HT  -        1823.975 (meters)    5984.16  (feet)  COMP
 ES0724  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 ES0724  OBS GRAVITY -     979,158.4   (mgal)                       GRAV_OBS
 ES0724
 ES0724  VERT ORDER  -  FIRST     CLASS II
 ES0724
 ES0724.The horizontal coordinates were scaled from a topographic map and have
 ES0724.an estimated accuracy of +/- 6 seconds.
 ES0724
 ES0724.The orthometric height was determined by differential leveling
 ES0724.and adjusted by the National Geodetic Survey in June 1991..
 ES0724
 ES0724.The geoid height was determined by GEOID03.
 ES0724
 ES0724.The dynamic height is computed by dividing the NAVD 88
 ES0724.geopotential number by the normal gravity value computed on the
 ES0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0724.degrees latitude (g = 980.6199 gals.).
 ES0724
 ES0724.The modeled gravity was interpolated from observed gravity values.
 ES0724.The observed gravity was obtained from relative gravimeter ties
 ES0724.to the IGSN71 gravity network.
 ES0724
 ES0724;                    North         East    Units  Estimated Accuracy
 ES0724;SPC AZ E     -   378,360.       92,670.      MT  (+/- 180 meters Scaled)
 ES0724
 ES0724                          SUPERSEDED SURVEY CONTROL
 ES0724
 ES0724.No superseded survey control is available for this station.
 ES0724
 ES0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD559071(NAD 83)
 ES0724_MARKER: DB = BENCH MARK DISK
 ES0724_SETTING: 66 = SET IN ROCK OUTCROP
 ES0724_SP_SET: ROCK OUTCROP
 ES0724_STAMPING: C 495 1982
 ES0724_MARK LOGO: NGS   
 ES0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0724+STABILITY: POSITION/ELEVATION WELL
 ES0724
 ES0724  HISTORY     - Date     Condition        Report By
 ES0724  HISTORY     - 1982     MONUMENTED       NGS
 ES0724
 ES0724                          STATION DESCRIPTION
 ES0724
 ES0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0724'3.5 KM (2.2 MI) NW FROM PINE.
 ES0724'3.5 KM (2.2 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0724'IN PINE, IN TOP OF THE NORTHWEST END OF A 3 BY 8 FOOT PORTION OF
 ES0724'LIMESTONE OUTCROP AT THE BASE OF A LONG CUT, 0.2 KM (0.1 MI) SOUTHEAST
 ES0724'OF MILEPOST 270 AND OPPOSITE A SMALL TURN OUT, 6.1 METERS (20 FT)
 ES0724'NORTHEAST OF THE HIGHWAY CENTERLINE.
 ES0724'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0724'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0729 ***********************************************************************
 ES0729  DESIGNATION -  C 496
 ES0729  PID         -  ES0729
 ES0729  STATE/COUNTY-  AZ/GILA
 ES0729  USGS QUAD   -  PINE (1973)
 ES0729
 ES0729                         *CURRENT SURVEY CONTROL
 ES0729  ___________________________________________________________________
 ES0729* NAD 83(1986)-  34 22 36.     (N)    111 26 58.     (W)     SCALED    
 ES0729* NAVD 88     -      1642.764  (meters)    5389.63   (feet)  ADJUSTED  
 ES0729  ___________________________________________________________________
 ES0729  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 ES0729  DYNAMIC HT  -        1640.488 (meters)    5382.17  (feet)  COMP
 ES0729  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 ES0729
 ES0729  VERT ORDER  -  FIRST     CLASS II
 ES0729
 ES0729.The horizontal coordinates were scaled from a topographic map and have
 ES0729.an estimated accuracy of +/- 6 seconds.
 ES0729
 ES0729.The orthometric height was determined by differential leveling
 ES0729.and adjusted by the National Geodetic Survey in June 1991..
 ES0729
 ES0729.The geoid height was determined by GEOID03.
 ES0729
 ES0729.The dynamic height is computed by dividing the NAVD 88
 ES0729.geopotential number by the normal gravity value computed on the
 ES0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0729.degrees latitude (g = 980.6199 gals.).
 ES0729
 ES0729.The modeled gravity was interpolated from observed gravity values.
 ES0729
 ES0729;                    North         East    Units  Estimated Accuracy
 ES0729;SPC AZ E     -   375,180.       95,390.      MT  (+/- 180 meters Scaled)
 ES0729
 ES0729                          SUPERSEDED SURVEY CONTROL
 ES0729
 ES0729.No superseded survey control is available for this station.
 ES0729
 ES0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD586040(NAD 83)
 ES0729_MARKER: DB = BENCH MARK DISK
 ES0729_SETTING: 66 = SET IN ROCK OUTCROP
 ES0729_SP_SET: ROCK OUTCROP
 ES0729_STAMPING: C 496 1982
 ES0729_MARK LOGO: NGS   
 ES0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0729+STABILITY: POSITION/ELEVATION WELL
 ES0729
 ES0729  HISTORY     - Date     Condition        Report By
 ES0729  HISTORY     - 1982     MONUMENTED       NGS
 ES0729  HISTORY     - 19980819 GOOD             USPSQD
 ES0729
 ES0729                          STATION DESCRIPTION
 ES0729
 ES0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0729'1.1 KM (0.7 MI) SE FROM PINE.
 ES0729'1.1 KM (0.7 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0729'IN PINE, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 267, IN TOP OF A 4 BY
 ES0729'8 FOOT PORTION OF OUTCROP AT THE SOUTHEAST END OF A TURN OUT AREA,
 ES0729'14.0 METERS (46 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.9 METERS
 ES0729'(36 FT) SOUTHEAST OF A STATE BM.
 ES0729'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0729'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0729
 ES0729                          STATION RECOVERY (1998)
 ES0729
 ES0729'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0755 ***********************************************************************
 ES0755  DESIGNATION -  C 497
 ES0755  PID         -  ES0755
 ES0755  STATE/COUNTY-  AZ/GILA
 ES0755  USGS QUAD   -  GISELA (1972)
 ES0755
 ES0755                         *CURRENT SURVEY CONTROL
 ES0755  ___________________________________________________________________
 ES0755* NAD 83(1986)-  34 04 49.     (N)    111 20 43.     (W)     SCALED    
 ES0755* NAVD 88     -       915.741  (meters)    3004.39   (feet)  ADJUSTED  
 ES0755  ___________________________________________________________________
 ES0755  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ES0755  DYNAMIC HT  -         914.559 (meters)    3000.52  (feet)  COMP
 ES0755  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 ES0755  OBS GRAVITY -     979,322.1   (mgal)                       GRAV_OBS
 ES0755
 ES0755  VERT ORDER  -  FIRST     CLASS II
 ES0755
 ES0755.The horizontal coordinates were scaled from a topographic map and have
 ES0755.an estimated accuracy of +/- 6 seconds.
 ES0755
 ES0755.The orthometric height was determined by differential leveling
 ES0755.and adjusted by the National Geodetic Survey in June 1991..
 ES0755
 ES0755.The geoid height was determined by GEOID03.
 ES0755
 ES0755.The dynamic height is computed by dividing the NAVD 88
 ES0755.geopotential number by the normal gravity value computed on the
 ES0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0755.degrees latitude (g = 980.6199 gals.).
 ES0755
 ES0755.The modeled gravity was interpolated from observed gravity values.
 ES0755.The observed gravity was obtained from relative gravimeter ties
 ES0755.to the IGSN71 gravity network.
 ES0755
 ES0755;                    North         East    Units  Estimated Accuracy
 ES0755;SPC AZ E     -   342,190.      104,590.      MT  (+/- 180 meters Scaled)
 ES0755
 ES0755                          SUPERSEDED SURVEY CONTROL
 ES0755
 ES0755.No superseded survey control is available for this station.
 ES0755
 ES0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC681711(NAD 83)
 ES0755_MARKER: I = METAL ROD
 ES0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0755_SP_SET: STAINLESS STEEL ROD
 ES0755_STAMPING: C 497 1982
 ES0755_MARK LOGO: NGS   
 ES0755_PROJECTION: FLUSH
 ES0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0755_ROD/PIPE-DEPTH: 9.7  meters
 ES0755
 ES0755  HISTORY     - Date     Condition        Report By
 ES0755  HISTORY     - 1982     MONUMENTED       NGS
 ES0755
 ES0755                          STATION DESCRIPTION
 ES0755
 ES0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0755'20.8 KM (12.9 MI) SOUTH FROM PAYSON.
 ES0755'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0755'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0755'GISELA, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN LINE
 ES0755'WITH THE POWER LINE, 1.0 KM (0.6 MI) SOUTHEAST OF A Y JUNCTION AND 0.3
 ES0755'KM (0.2 MI) NORTHWEST OF THE OLD RYE CREEK MILL SITE, 14.0 METERS (46
 ES0755'FT) NORTHEAST OF THE ROAD CENTERLINE, 0.5 METER (1.5 FT) SOUTHEAST OF
 ES0755'POWER POLE 295.
 ES0755'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0755'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1626 ***********************************************************************
 DU1626  DESIGNATION -  C 498
 DU1626  PID         -  DU1626
 DU1626  STATE/COUNTY-  AZ/GILA
 DU1626  USGS QUAD   -  TONTO BASIN (1964)
 DU1626
 DU1626                         *CURRENT SURVEY CONTROL
 DU1626  ___________________________________________________________________
 DU1626* NAD 83(1986)-  33 46 24.     (N)    111 15 33.     (W)     SCALED    
 DU1626* NAVD 88     -       661.389  (meters)    2169.91   (feet)  ADJUSTED  
 DU1626  ___________________________________________________________________
 DU1626  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DU1626  DYNAMIC HT  -         660.539 (meters)    2167.12  (feet)  COMP
 DU1626  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 DU1626
 DU1626  VERT ORDER  -  FIRST     CLASS II
 DU1626
 DU1626.The horizontal coordinates were scaled from a topographic map and have
 DU1626.an estimated accuracy of +/- 6 seconds.
 DU1626
 DU1626.The orthometric height was determined by differential leveling
 DU1626.and adjusted by the National Geodetic Survey in June 1991..
 DU1626
 DU1626.The geoid height was determined by GEOID03.
 DU1626
 DU1626.The dynamic height is computed by dividing the NAVD 88
 DU1626.geopotential number by the normal gravity value computed on the
 DU1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1626.degrees latitude (g = 980.6199 gals.).
 DU1626
 DU1626.The modeled gravity was interpolated from observed gravity values.
 DU1626
 DU1626;                    North         East    Units  Estimated Accuracy
 DU1626;SPC AZ E     -   308,050.      112,170.      MT  (+/- 180 meters Scaled)
 DU1626
 DU1626                          SUPERSEDED SURVEY CONTROL
 DU1626
 DU1626.No superseded survey control is available for this station.
 DU1626
 DU1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC760370(NAD 83)
 DU1626_MARKER: I = METAL ROD
 DU1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1626_SP_SET: STAINLESS STEEL ROD
 DU1626_STAMPING: C 498 1983
 DU1626_MARK LOGO: NGS   
 DU1626_PROJECTION: FLUSH
 DU1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1626_ROD/PIPE-DEPTH: 3.4  meters
 DU1626
 DU1626  HISTORY     - Date     Condition        Report By
 DU1626  HISTORY     - 1983     MONUMENTED       NGS
 DU1626
 DU1626                          STATION DESCRIPTION
 DU1626
 DU1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1626'13.4 KM (8.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1626'13.4 KM (8.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1626'PUNKIN CENTER, AT THE SOUTH END OF A LOW CUT, NEAR THE CREST OF A
 DU1626'SLIGHT GRADE, 9.8 METERS (32 FT) EAST OF THE HIGHWAY CENTERLINE, 4.0
 DU1626'METERS (14 FT) EAST OF MILEPOST 254.
 DU1626'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1626'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0199 ***********************************************************************
 GQ0199  DESIGNATION -  C 499
 GQ0199  PID         -  GQ0199
 GQ0199  STATE/COUNTY-  AZ/MOHAVE
 GQ0199  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0199
 GQ0199                         *CURRENT SURVEY CONTROL
 GQ0199  ___________________________________________________________________
 GQ0199* NAD 83(1986)-  36 57 40.     (N)    113 55 17.     (W)     SCALED    
 GQ0199* NAVD 88     -       670.839  (meters)    2200.91   (feet)  ADJUSTED  
 GQ0199  ___________________________________________________________________
 GQ0199  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 GQ0199  DYNAMIC HT  -         670.162 (meters)    2198.69  (feet)  COMP
 GQ0199  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 GQ0199  OBS GRAVITY -     979,598.7   (mgal)                       GRAV_OBS
 GQ0199
 GQ0199  VERT ORDER  -  FIRST     CLASS II
 GQ0199
 GQ0199.The horizontal coordinates were scaled from a topographic map and have
 GQ0199.an estimated accuracy of +/- 6 seconds.
 GQ0199
 GQ0199.The orthometric height was determined by differential leveling
 GQ0199.and adjusted by the National Geodetic Survey in June 1991..
 GQ0199
 GQ0199.The geoid height was determined by GEOID03.
 GQ0199
 GQ0199.The dynamic height is computed by dividing the NAVD 88
 GQ0199.geopotential number by the normal gravity value computed on the
 GQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0199.degrees latitude (g = 980.6199 gals.).
 GQ0199
 GQ0199.The modeled gravity was interpolated from observed gravity values.
 GQ0199.The observed gravity was obtained from relative gravimeter ties
 GQ0199.to the IGSN71 gravity network.
 GQ0199
 GQ0199;                    North         East    Units  Estimated Accuracy
 GQ0199;SPC AZ W     -   661,190.      198,100.      MT  (+/- 180 meters Scaled)
 GQ0199
 GQ0199                          SUPERSEDED SURVEY CONTROL
 GQ0199
 GQ0199.No superseded survey control is available for this station.
 GQ0199
 GQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF399945(NAD 83)
 GQ0199_MARKER: I = METAL ROD
 GQ0199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0199_SP_SET: STAINLESS STEEL ROD
 GQ0199_STAMPING: C 499 1982
 GQ0199_MARK LOGO: NGS   
 GQ0199_PROJECTION: FLUSH
 GQ0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0199_ROD/PIPE-DEPTH: 5.9  meters
 GQ0199
 GQ0199  HISTORY     - Date     Condition        Report By
 GQ0199  HISTORY     - 1982     MONUMENTED       NGS
 GQ0199
 GQ0199                          STATION DESCRIPTION
 GQ0199
 GQ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0199'24.8 KM (15.5 MI) NE FROM MESQUITE NV.
 GQ0199'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0199'MESQUITE, THENCE 24.3 KM (15.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0199'3.05 KM (1.9 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0199'HIGHWAY, 0.5 KM (0.3 MI) SOUTH OF THE Y JUNCTION OF A DIRT ROAD
 GQ0199'LEADING SOUTHEAST, 23.4 METERS (77 FT) EAST OF THE HIGHWAY CENTERLINE,
 GQ0199'3.3 METERS (11.0 FT) SOUTH OF A TELEPHONE POLE, 0.6 METER (2.0 FT)
 GQ0199'WEST OF A BRACED 3 INCH ANGLE IRON FENCE POST IN THE RIGHT OF WAY
 GQ0199'FENCE.
 GQ0199'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 GQ0199'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0144 ***********************************************************************
 GP0144  DESIGNATION -  C 50
 GP0144  PID         -  GP0144
 GP0144  STATE/COUNTY-  AZ/COCONINO
 GP0144  USGS QUAD   -  TUBA CITY NE (1969)
 GP0144
 GP0144                         *CURRENT SURVEY CONTROL
 GP0144  ___________________________________________________________________
 GP0144* NAD 83(1986)-  36 12 13.     (N)    111 00 32.     (W)     SCALED    
 GP0144* NAVD 88     -      1616.582  (meters)    5303.74   (feet)  ADJUSTED  
 GP0144  ___________________________________________________________________
 GP0144  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 GP0144  DYNAMIC HT  -        1614.556 (meters)    5297.09  (feet)  COMP
 GP0144  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 GP0144
 GP0144  VERT ORDER  -  FIRST     CLASS II
 GP0144
 GP0144.The horizontal coordinates were scaled from a topographic map and have
 GP0144.an estimated accuracy of +/- 6 seconds.
 GP0144
 GP0144.The orthometric height was determined by differential leveling
 GP0144.and adjusted by the National Geodetic Survey in June 1991..
 GP0144
 GP0144.The geoid height was determined by GEOID03.
 GP0144
 GP0144.The dynamic height is computed by dividing the NAVD 88
 GP0144.geopotential number by the normal gravity value computed on the
 GP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0144.degrees latitude (g = 980.6199 gals.).
 GP0144
 GP0144.The modeled gravity was interpolated from observed gravity values.
 GP0144
 GP0144;                    North         East    Units  Estimated Accuracy
 GP0144;SPC AZ C     -   577,490.      294,990.      MT  (+/- 180 meters Scaled)
 GP0144
 GP0144                          SUPERSEDED SURVEY CONTROL
 GP0144
 GP0144  NGVD 29 (??/??/92) 1615.652  (m)         5300.68   (f) ADJ UNCH    1 2
 GP0144
 GP0144.Superseded values are not recommended for survey control.
 GP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0144.See file dsdata.txt to determine how the superseded data were derived.
 GP0144
 GP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF992065(NAD 83)
 GP0144_MARKER: DB = BENCH MARK DISK
 GP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0144_STAMPING: C 50 1934
 GP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0144+STABILITY: SURFACE MOTION
 GP0144
 GP0144  HISTORY     - Date     Condition        Report By
 GP0144  HISTORY     - 1934     MONUMENTED       CGS
 GP0144  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0144
 GP0144                          STATION DESCRIPTION
 GP0144
 GP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0144'9.8 MI SW FROM TONALEA.
 GP0144'9.8 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0144'TONALEA, COCONINO COUNTY, 11-1/2 POLES SOUTHWEST OF AN ANGLE IN A ROW
 GP0144'OF POLES, 58 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0144'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED C 50 1934 AND SET IN
 GP0144'THE TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S.
 GP0144'HIGHWAY 164 AND STATE HIGHWAY 264.  9.4 MILES NE OF ALONG U.S. HIGHWAY
 GP0144'164.  THENCE 4.0 MILES NORTHEAST ALONG TELEPHONE LINE ROAD. 410 FT.
 GP0144'NORTHEAST OF A ROAD INTERSECTION, 55 FT. NORTHWEST OF ROAD. PROJECTING
 GP0144'1.0 FT.
 GP0144
 GP0144                          STATION RECOVERY (1983)
 GP0144
 GP0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0639 ***********************************************************************
 ES0639  DESIGNATION -  C 500
 ES0639  PID         -  ES0639
 ES0639  STATE/COUNTY-  AZ/NAVAJO
 ES0639  USGS QUAD   -  HOLBROOK (1986)
 ES0639
 ES0639                         *CURRENT SURVEY CONTROL
 ES0639  ___________________________________________________________________
 ES0639* NAD 83(1986)-  34 54 54.     (N)    110 08 56.     (W)     SCALED    
 ES0639* NAVD 88     -      1580.409  (meters)    5185.06   (feet)  ADJUSTED  
 ES0639  ___________________________________________________________________
 ES0639  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0639  DYNAMIC HT  -        1578.240 (meters)    5177.94  (feet)  COMP
 ES0639  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 ES0639
 ES0639  VERT ORDER  -  FIRST     CLASS II
 ES0639
 ES0639.The horizontal coordinates were scaled from a topographic map and have
 ES0639.an estimated accuracy of +/- 6 seconds.
 ES0639
 ES0639.The orthometric height was determined by differential leveling
 ES0639.and adjusted by the National Geodetic Survey in June 1991..
 ES0639
 ES0639.The geoid height was determined by GEOID03.
 ES0639
 ES0639.The dynamic height is computed by dividing the NAVD 88
 ES0639.geopotential number by the normal gravity value computed on the
 ES0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0639.degrees latitude (g = 980.6199 gals.).
 ES0639
 ES0639.The modeled gravity was interpolated from observed gravity values.
 ES0639
 ES0639;                    North         East    Units  Estimated Accuracy
 ES0639;SPC AZ E     -   434,150.      214,980.      MT  (+/- 180 meters Scaled)
 ES0639
 ES0639                          SUPERSEDED SURVEY CONTROL
 ES0639
 ES0639.No superseded survey control is available for this station.
 ES0639
 ES0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD777639(NAD 83)
 ES0639_MARKER: DB = BENCH MARK DISK
 ES0639_SETTING: 66 = SET IN ROCK OUTCROP
 ES0639_SP_SET: ROCK OUTCROP
 ES0639_STAMPING: C 500 1983
 ES0639_MARK LOGO: NGS   
 ES0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0639+STABILITY: POSITION/ELEVATION WELL
 ES0639
 ES0639  HISTORY     - Date     Condition        Report By
 ES0639  HISTORY     - 1983     MONUMENTED       NGS
 ES0639  HISTORY     - 1983     GOOD             NGS
 ES0639  HISTORY     - 1983     GOOD             NGS
 ES0639
 ES0639                          STATION DESCRIPTION
 ES0639
 ES0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0639'0.7 KM (0.45 MI) NE FROM HOLBROOK.
 ES0639'0.7 KM (0.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0639'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN TOP OF A ROCK LEDGE,
 ES0639'35.4 METERS (116.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 ES0639'BOUND LANES OF THE HIGHWAY AND 6.2 METERS (20.3 FT) NORTHEAST OF THE
 ES0639'EDGE OF THE LEDGE.
 ES0639'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 ES0639'THE MARK IS 3.5 M BELOW THE HIGHWAY.
 ES0639
 ES0639                          STATION RECOVERY (1983)
 ES0639
 ES0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0639'RECOVERED IN GOOD CONDITION.
 ES0639
 ES0639                          STATION RECOVERY (1983)
 ES0639
 ES0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0796 ***********************************************************************
 ES0796  DESIGNATION -  C 501
 ES0796  PID         -  ES0796
 ES0796  STATE/COUNTY-  AZ/NAVAJO
 ES0796  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0796
 ES0796                         *CURRENT SURVEY CONTROL
 ES0796  ___________________________________________________________________
 ES0796* NAD 83(1986)-  34 42 52.     (N)    110 06 45.     (W)     SCALED    
 ES0796* NAVD 88     -      1655.705  (meters)    5432.09   (feet)  ADJUSTED  
 ES0796  ___________________________________________________________________
 ES0796  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES0796  DYNAMIC HT  -        1653.380 (meters)    5424.46  (feet)  COMP
 ES0796  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 ES0796
 ES0796  VERT ORDER  -  FIRST     CLASS II
 ES0796
 ES0796.The horizontal coordinates were scaled from a topographic map and have
 ES0796.an estimated accuracy of +/- 6 seconds.
 ES0796
 ES0796.The orthometric height was determined by differential leveling
 ES0796.and adjusted by the National Geodetic Survey in June 1991..
 ES0796
 ES0796.The geoid height was determined by GEOID03.
 ES0796
 ES0796.The dynamic height is computed by dividing the NAVD 88
 ES0796.geopotential number by the normal gravity value computed on the
 ES0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0796.degrees latitude (g = 980.6199 gals.).
 ES0796
 ES0796.The modeled gravity was interpolated from observed gravity values.
 ES0796
 ES0796;                    North         East    Units  Estimated Accuracy
 ES0796;SPC AZ E     -   411,900.      218,320.      MT  (+/- 180 meters Scaled)
 ES0796
 ES0796                          SUPERSEDED SURVEY CONTROL
 ES0796
 ES0796.No superseded survey control is available for this station.
 ES0796
 ES0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD812417(NAD 83)
 ES0796_MARKER: DB = BENCH MARK DISK
 ES0796_SETTING: 66 = SET IN ROCK OUTCROP
 ES0796_SP_SET: ROCK OUTCROP
 ES0796_STAMPING: C 501 1983
 ES0796_MARK LOGO: NGS   
 ES0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0796+STABILITY: POSITION/ELEVATION WELL
 ES0796
 ES0796  HISTORY     - Date     Condition        Report By
 ES0796  HISTORY     - 1983     MONUMENTED       NGS
 ES0796
 ES0796                          STATION DESCRIPTION
 ES0796
 ES0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0796'21.8 KM (13.55 MI) SOUT FROM HOLBROOK.
 ES0796'21.8 KM (13.55 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0796'WITH HOPI DRIVE IN HOLBROOK, 0.3 KM (0.2 MI) NORTH OF MILEPOST 375, IN
 ES0796'THE NORTHWEST END OF A 6 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0796'73.5 METERS (241.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ES0796'MULTI-BOX CULVERT, 29.0 METERS (95.1 FT) WEST OF THE CENTERLINE OF THE
 ES0796'HIGHWAY AND 1.2 METERS (3.9 FT) EAST OF A FENCE.
 ES0796'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0796'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1186 ***********************************************************************
 ES1186  DESIGNATION -  C 502 RESET
 ES1186  PID         -  ES1186
 ES1186  STATE/COUNTY-  AZ/NAVAJO
 ES1186  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1186
 ES1186                         *CURRENT SURVEY CONTROL
 ES1186  ___________________________________________________________________
 ES1186* NAD 83(1986)-  34 21 55.     (N)    110 03 08.     (W)     SCALED    
 ES1186* NAVD 88     -      1840.33   (meters)    6037.8    (feet)  RESET     
 ES1186  ___________________________________________________________________
 ES1186  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1186
 ES1186  VERT ORDER  -  THIRD
 ES1186
 ES1186.The horizontal coordinates were scaled from a topographic map and have
 ES1186.an estimated accuracy of +/- 6 seconds.
 ES1186
 ES1186.The orthometric height was computed from unverified reset data.
 ES1186
 ES1186.The geoid height was determined by GEOID03.
 ES1186
 ES1186;                    North         East    Units  Estimated Accuracy
 ES1186;SPC AZ E     -   373,170.      223,890.      MT  (+/- 180 meters Scaled)
 ES1186
 ES1186                          SUPERSEDED SURVEY CONTROL
 ES1186
 ES1186.No superseded survey control is available for this station.
 ES1186
 ES1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD871030(NAD 83)
 ES1186_MARKER: DV = VERTICAL CONTROL DISK
 ES1186_SETTING: 66 = SET IN ROCK OUTCROP
 ES1186_SP_SET: BEDROCK
 ES1186_STAMPING: C 502 RESET 1991
 ES1186_MARK LOGO: NGS   
 ES1186_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1186+STABILITY: POSITION/ELEVATION WELL
 ES1186
 ES1186  HISTORY     - Date     Condition        Report By
 ES1186  HISTORY     - 1992     MONUMENTED       LOCENG
 ES1186  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES1186
 ES1186                          STATION DESCRIPTION
 ES1186
 ES1186'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 ES1186'7.1 MILES (11.4 KM) SOUTH ON HIGHWAY 77 FROM THE SOUTHERN EDGE OF THE
 ES1186'TOWN OF TAYLOR, TIE TO REBAR N 70 DEG W 73.0 FEET,TIE TO R/W FENCE
 ES1186'WEST 48.8 FEET,TIE TO REBAR S 60 DEG W 23.2 FEET,TIE TO CENTERLINE OF
 ES1186'HIGHWAY 77 EAST 49.5 FEET,1.9 FEET (0.6 M) WEST TO A WITNESS POST,
 ES1186'SET IN BEDROCK.
 ES1186
 ES1186                          STATION RECOVERY (2004)
 ES1186
 ES1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0383 ***********************************************************************
 FP0383  DESIGNATION -  C 503
 FP0383  PID         -  FP0383
 FP0383  STATE/COUNTY-  AZ/APACHE
 FP0383  USGS QUAD   -  LUPTON (1971)
 FP0383
 FP0383                         *CURRENT SURVEY CONTROL
 FP0383  ___________________________________________________________________
 FP0383* NAD 83(1986)-  35 18 38.     (N)    109 06 25.     (W)     SCALED    
 FP0383* NAVD 88     -      1874.468  (meters)    6149.82   (feet)  ADJUSTED  
 FP0383  ___________________________________________________________________
 FP0383  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 FP0383  DYNAMIC HT  -        1871.821 (meters)    6141.13  (feet)  COMP
 FP0383  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 FP0383
 FP0383  VERT ORDER  -  FIRST     CLASS II
 FP0383
 FP0383.The horizontal coordinates were scaled from a topographic map and have
 FP0383.an estimated accuracy of +/- 6 seconds.
 FP0383
 FP0383.The orthometric height was determined by differential leveling
 FP0383.and adjusted by the National Geodetic Survey in June 1991..
 FP0383
 FP0383.The geoid height was determined by GEOID03.
 FP0383
 FP0383.The dynamic height is computed by dividing the NAVD 88
 FP0383.geopotential number by the normal gravity value computed on the
 FP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0383.degrees latitude (g = 980.6199 gals.).
 FP0383
 FP0383.The modeled gravity was interpolated from observed gravity values.
 FP0383
 FP0383;                    North         East    Units  Estimated Accuracy
 FP0383;SPC AZ E     -   478,540.      309,730.      MT  (+/- 180 meters Scaled)
 FP0383
 FP0383                          SUPERSEDED SURVEY CONTROL
 FP0383
 FP0383.No superseded survey control is available for this station.
 FP0383
 FP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE721091(NAD 83)
 FP0383_MARKER: DB = BENCH MARK DISK
 FP0383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0383_SP_SET: ABUTMENT
 FP0383_STAMPING: C 503 1983
 FP0383_MARK LOGO: NGS   
 FP0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0383
 FP0383  HISTORY     - Date     Condition        Report By
 FP0383  HISTORY     - 1983     MONUMENTED       NGS
 FP0383
 FP0383                          STATION DESCRIPTION
 FP0383
 FP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0383'34.0 KM (21.1 MI) NE FROM CHAMBERS.
 FP0383'34.0 KM (21.1 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0383'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0383'TOP OF AND 0.5 METER (1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 FP0383'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF HAWTHORNE ROAD,
 FP0383'7.1 METERS (23.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 FP0383'BOUND LANES OF THE HIGHWAY AND 1.8 METERS (5.9 FT) NORTHEAST OF THE
 FP0383'SOUTHWEST END OF THE BRIDGE.
 FP0383'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0547 ***********************************************************************
 FQ0547  DESIGNATION -  C 504
 FQ0547  PID         -  FQ0547
 FQ0547  STATE/COUNTY-  AZ/COCONINO
 FQ0547  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0547
 FQ0547                         *CURRENT SURVEY CONTROL
 FQ0547  ___________________________________________________________________
 FQ0547* NAD 83(1992)-  35 12 30.18179(N)    111 31 00.14972(W)     ADJUSTED  
 FQ0547* NAVD 88     -      2032.485  (meters)    6668.24   (feet)  ADJUSTED  
 FQ0547  ___________________________________________________________________
 FQ0547  X           -  -1,914,102.845 (meters)                     COMP
 FQ0547  Y           -  -4,855,080.738 (meters)                     COMP
 FQ0547  Z           -   3,657,938.757 (meters)                     COMP
 FQ0547  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FQ0547  ELLIP HEIGHT-        2009.08  (meters)          (10/04/01) GPS OBS
 FQ0547  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0547  DYNAMIC HT  -        2029.592 (meters)    6658.75  (feet)  COMP
 FQ0547  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 FQ0547
 FQ0547  HORZ ORDER  -  A
 FQ0547  VERT ORDER  -  FIRST     CLASS II
 FQ0547  ELLP ORDER  -  THIRD     CLASS II
 FQ0547
 FQ0547.The horizontal coordinates were established by GPS observations
 FQ0547.and adjusted by the National Geodetic Survey in October 2001..
 FQ0547
 FQ0547.The orthometric height was determined by differential leveling
 FQ0547.and adjusted by the National Geodetic Survey in June 1991..
 FQ0547.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0547.derived orthometric height which differed from the leveled height by
 FQ0547.more than one decimeter (0.1 meter).
 FQ0547
 FQ0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0547
 FQ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0547
 FQ0547.The ellipsoidal height was determined by GPS observations
 FQ0547.and is referenced to NAD 83.
 FQ0547
 FQ0547.The geoid height was determined by GEOID03.
 FQ0547
 FQ0547.The dynamic height is computed by dividing the NAVD 88
 FQ0547.geopotential number by the normal gravity value computed on the
 FQ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0547.degrees latitude (g = 980.6199 gals.).
 FQ0547
 FQ0547.The modeled gravity was interpolated from observed gravity values.
 FQ0547
 FQ0547;                    North         East     Units Scale Factor Converg.
 FQ0547;SPC AZ C     -   466,763.804   249,775.125   MT  0.99991634   +0 13 50.2
 FQ0547;SPC AZ C     - 1,531,377.31    819,472.19   iFT  0.99991634   +0 13 50.2
 FQ0547;UTM  12      - 3,896,274.707   452,969.148   MT  0.99962726   -0 17 52.5
 FQ0547
 FQ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0547!SPC AZ C     -   0.99968475  x   0.99991634  =   0.99960111
 FQ0547!UTM  12      -   0.99968475  x   0.99962726  =   0.99931212
 FQ0547
 FQ0547                          SUPERSEDED SURVEY CONTROL
 FQ0547
 FQ0547  NAVD 88 (08/22/05) 2032.48   (m)         6668.2    (f) LEVELING    3  
 FQ0547
 FQ0547.Superseded values are not recommended for survey control.
 FQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0547.See file dsdata.txt to determine how the superseded data were derived.
 FQ0547
 FQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5296996275(NAD 83)
 FQ0547_MARKER: DB = BENCH MARK DISK
 FQ0547_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0547_SP_SET: ROCK OUTCROP
 FQ0547_STAMPING: C 504 1983
 FQ0547_MARK LOGO: NONE  
 FQ0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0547+STABILITY: POSITION/ELEVATION WELL
 FQ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0547+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 FQ0547
 FQ0547  HISTORY     - Date     Condition        Report By
 FQ0547  HISTORY     - 1983     MONUMENTED       NGS
 FQ0547  HISTORY     - 20010321 GOOD             SHEPH
 FQ0547
 FQ0547                          STATION DESCRIPTION
 FQ0547
 FQ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0547'13.6 KM (8.45 MI) EAST FROM FLAGSTAFF.
 FQ0547'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0547'RAILROAD STATION IN FLAGSTAFF, IN THE CENTER OF A 6 BY 7 FT EXPOSED
 FQ0547'AREA OF OUTCROPPING BEDROCK, 59.1 METERS (193.9 FT) SOUTHEAST OF THE
 FQ0547'CENTER OF THE WALNUT CANYON OVERPASS AND 13.4 METERS (44.0 FT)
 FQ0547'NORTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 FQ0547'HIGHWAY 40.
 FQ0547'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0547'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FQ0547
 FQ0547                          STATION RECOVERY (2001)
 FQ0547
 FQ0547'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2001 (DHM)
 FQ0547'THE STATION IS LOCATED IN THE MEDIAN OF I-40 AT THE WALNUT CANYON
 FQ0547'OVERPASS NEAR THE EASTERN CITY LIMITS OF FLAGSTAFF.
 FQ0547' 
 FQ0547'TO REACH FROM THE JUNCTION OF I-40 AND COUNTRY CLUB ROAD IN EAST
 FQ0547'FLAGSTAFF, PROCEED EAST ON I-40 FOR 5.9 KM (3.7 MILES) IMMEDIATELY
 FQ0547'PAST THE WALNUT CANYON NATIONAL MONUMENT EXIT (EXIT 204) TO THE
 FQ0547'STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 FQ0547'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0775 ***********************************************************************
 ES0775  DESIGNATION -  C 505
 ES0775  PID         -  ES0775
 ES0775  STATE/COUNTY-  AZ/NAVAJO
 ES0775  USGS QUAD   -  HOLBROOK (1986)
 ES0775
 ES0775                         *CURRENT SURVEY CONTROL
 ES0775  ___________________________________________________________________
 ES0775* NAD 83(1986)-  34 54 36.     (N)    110 10 06.     (W)     SCALED    
 ES0775* NAVD 88     -      1573.675  (meters)    5162.97   (feet)  ADJUSTED  
 ES0775  ___________________________________________________________________
 ES0775  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0775  DYNAMIC HT  -        1571.522 (meters)    5155.90  (feet)  COMP
 ES0775  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 ES0775
 ES0775  VERT ORDER  -  FIRST     CLASS II
 ES0775
 ES0775.The horizontal coordinates were scaled from a topographic map and have
 ES0775.an estimated accuracy of +/- 6 seconds.
 ES0775
 ES0775.The orthometric height was determined by differential leveling
 ES0775.and adjusted by the National Geodetic Survey in June 1991..
 ES0775
 ES0775.The geoid height was determined by GEOID03.
 ES0775
 ES0775.The dynamic height is computed by dividing the NAVD 88
 ES0775.geopotential number by the normal gravity value computed on the
 ES0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0775.degrees latitude (g = 980.6199 gals.).
 ES0775
 ES0775.The modeled gravity was interpolated from observed gravity values.
 ES0775
 ES0775;                    North         East    Units  Estimated Accuracy
 ES0775;SPC AZ E     -   433,590.      213,210.      MT  (+/- 180 meters Scaled)
 ES0775
 ES0775                          SUPERSEDED SURVEY CONTROL
 ES0775
 ES0775.No superseded survey control is available for this station.
 ES0775
 ES0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD759633(NAD 83)
 ES0775_MARKER: DB = BENCH MARK DISK
 ES0775_SETTING: 66 = SET IN ROCK OUTCROP
 ES0775_SP_SET: ROCK OUTCROP
 ES0775_STAMPING: C 505 1983
 ES0775_MARK LOGO: NGS   
 ES0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0775+STABILITY: POSITION/ELEVATION WELL
 ES0775
 ES0775  HISTORY     - Date     Condition        Report By
 ES0775  HISTORY     - 1983     MONUMENTED       NGS
 ES0775  HISTORY     - 1983     GOOD             NGS
 ES0775
 ES0775                          STATION DESCRIPTION
 ES0775
 ES0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0775'1.4 KM (0.85 MI) WEST FROM HOLBROOK.
 ES0775'1.4 KM (0.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0775'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF A 7 BY FT
 ES0775'EXPOSED AREA OF OUTCROPPING BEDROCK, 108.5 METERS (356 0 FT) WEST OF
 ES0775'THE WEST EDGE OF A GUARDRAIL, 94.2 METERS (309.1 FT) EAST OF MILEPOST
 ES0775'286, 86.6 METERS (284.1 FT) WEST OF THE NORTH LEG OF A HIGHWAY
 ES0775'INFORMATION SIGN, 18.5 METERS (60.7 FT) SOUTH OF THE EAST BOUND LANES
 ES0775'OF THE HIGHWAY, AND 11.2 METERS (36.7 FT) NORTH OF A FENCE.
 ES0775'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0775'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0775
 ES0775                          STATION RECOVERY (1983)
 ES0775
 ES0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0459 ***********************************************************************
 GP0459  DESIGNATION -  C 506
 GP0459  PID         -  GP0459
 GP0459  STATE/COUNTY-  AZ/COCONINO
 GP0459  USGS QUAD   -  TUBA CITY NE (1969)
 GP0459
 GP0459                         *CURRENT SURVEY CONTROL
 GP0459  ___________________________________________________________________
 GP0459* NAD 83(1986)-  36 11 18.     (N)    111 04 11.     (W)     SCALED    
 GP0459* NAVD 88     -      1591.503  (meters)    5221.46   (feet)  ADJUSTED  
 GP0459  ___________________________________________________________________
 GP0459  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 GP0459  DYNAMIC HT  -        1589.500 (meters)    5214.88  (feet)  COMP
 GP0459  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 GP0459
 GP0459  VERT ORDER  -  FIRST     CLASS II
 GP0459
 GP0459.The horizontal coordinates were scaled from a topographic map and have
 GP0459.an estimated accuracy of +/- 6 seconds.
 GP0459
 GP0459.The orthometric height was determined by differential leveling
 GP0459.and adjusted by the National Geodetic Survey in June 1991..
 GP0459
 GP0459.The geoid height was determined by GEOID03.
 GP0459
 GP0459.The dynamic height is computed by dividing the NAVD 88
 GP0459.geopotential number by the normal gravity value computed on the
 GP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0459.degrees latitude (g = 980.6199 gals.).
 GP0459
 GP0459.The modeled gravity was interpolated from observed gravity values.
 GP0459
 GP0459;                    North         East    Units  Estimated Accuracy
 GP0459;SPC AZ C     -   575,740.      289,540.      MT  (+/- 180 meters Scaled)
 GP0459
 GP0459                          SUPERSEDED SURVEY CONTROL
 GP0459
 GP0459.No superseded survey control is available for this station.
 GP0459
 GP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF937048(NAD 83)
 GP0459_MARKER: I = METAL ROD
 GP0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0459+WITH SETTING: INFORMATION.
 GP0459_SP_SET: SHALLOW SET METAL ROD
 GP0459_STAMPING: C 506 1983
 GP0459_MARK LOGO: NGS   
 GP0459_PROJECTION: FLUSH
 GP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0459_ROD/PIPE-DEPTH: 2.4  meters
 GP0459
 GP0459  HISTORY     - Date     Condition        Report By
 GP0459  HISTORY     - 1983     MONUMENTED       NGS
 GP0459
 GP0459                          STATION DESCRIPTION
 GP0459
 GP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0459'16.6 KM (10.3 MI) NE FROM TUBA CITY.
 GP0459'16.6 KM (10.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0459'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0459'NORTHEAST OF A SIDE ROAD LEADING SOUTHEAST, 101.5 METERS (333.0 FT)
 GP0459'NORTHEAST OF MILEPOST 332, AND 60.7 METERS (199.1 FT) NORTHWEST OF THE
 GP0459'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8.0 FEET.
 GP0459'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0459'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0390 ***********************************************************************
 GP0390  DESIGNATION -  C 507
 GP0390  PID         -  GP0390
 GP0390  STATE/COUNTY-  AZ/NAVAJO
 GP0390  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0390
 GP0390                         *CURRENT SURVEY CONTROL
 GP0390  ___________________________________________________________________
 GP0390* NAD 83(1986)-  36 55 33.     (N)    110 13 26.     (W)     SCALED    
 GP0390* NAVD 88     -      1620.509  (meters)    5316.62   (feet)  ADJUSTED  
 GP0390  ___________________________________________________________________
 GP0390  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0390  DYNAMIC HT  -        1618.636 (meters)    5310.47  (feet)  COMP
 GP0390  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 GP0390
 GP0390  VERT ORDER  -  FIRST     CLASS II
 GP0390
 GP0390.The horizontal coordinates were scaled from a topographic map and have
 GP0390.an estimated accuracy of +/- 6 seconds.
 GP0390
 GP0390.The orthometric height was determined by differential leveling
 GP0390.and adjusted by the National Geodetic Survey in June 1991..
 GP0390
 GP0390.The geoid height was determined by GEOID03.
 GP0390
 GP0390.The dynamic height is computed by dividing the NAVD 88
 GP0390.geopotential number by the normal gravity value computed on the
 GP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0390.degrees latitude (g = 980.6199 gals.).
 GP0390
 GP0390.The modeled gravity was interpolated from observed gravity values.
 GP0390
 GP0390;                    North         East    Units  Estimated Accuracy
 GP0390;SPC AZ E     -   657,240.      208,260.      MT  (+/- 180 meters Scaled)
 GP0390
 GP0390                          SUPERSEDED SURVEY CONTROL
 GP0390
 GP0390.No superseded survey control is available for this station.
 GP0390
 GP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF691869(NAD 83)
 GP0390_MARKER: DB = BENCH MARK DISK
 GP0390_SETTING: 66 = SET IN ROCK OUTCROP
 GP0390_SP_SET: ROCK OUTCROP
 GP0390_STAMPING: C 507 1983
 GP0390_MARK LOGO: NGS   
 GP0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0390+STABILITY: POSITION/ELEVATION WELL
 GP0390
 GP0390  HISTORY     - Date     Condition        Report By
 GP0390  HISTORY     - 1983     MONUMENTED       NGS
 GP0390
 GP0390                          STATION DESCRIPTION
 GP0390
 GP0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0390'28.1 KM (17.45 MI) NORT FROM KAYENTA.
 GP0390'28.1 KM (17.45 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0390'WITH U.S. HIGHWAY 160 IN KAYENTA, 1.0 KM (0.6 MI) NORTH OF THE
 GP0390'INTERSECTION OF A DIRT CROSSROAD, 0.6 KM (0.35 MI) SOUTH OF THE
 GP0390'INTERSECTION OF A DIRT CROSSROAD, IN THE SOUTHWEST END OF A LARGE OVAL
 GP0390'MOUND OF OUTCROPPING BEDROCK, 66.0 METERS (216.5 FT) NORTH-NORTHEAST
 GP0390'OF MILEPOST 411, 32.9 METERS (107.9 FT) EAST OF THE CENTERLINE OF THE
 GP0390'HIGHWAY, 9.7 METERS (31.8 FT) EAST OF A WITNESS POST AND FENCE,
 GP0390'2.4 METERS (7.9 FT) NORTH OF THE SOUTH END OF THE OUTCROP, 2.2 METERS
 GP0390'(7.2 FT) EAST OF THE WEST END OF THE OUTCROP.
 GP0390'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0390'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0374 ***********************************************************************
 GP0374  DESIGNATION -  C 508
 GP0374  PID         -  GP0374
 GP0374  STATE/COUNTY-  AZ/COCONINO
 GP0374  USGS QUAD   -  BODAWAY MESA (1988)
 GP0374
 GP0374                         *CURRENT SURVEY CONTROL
 GP0374  ___________________________________________________________________
 GP0374* NAD 83(1992)-  36 20 55.90278(N)    111 30 18.82489(W)     ADJUSTED  
 GP0374* NAVD 88     -      1738.890  (meters)    5705.01   (feet)  ADJUSTED  
 GP0374  ___________________________________________________________________
 GP0374  X           -  -1,885,914.203 (meters)                     COMP
 GP0374  Y           -  -4,786,391.037 (meters)                     COMP
 GP0374  Z           -   3,760,456.716 (meters)                     COMP
 GP0374  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GP0374  ELLIP HEIGHT-        1715.97  (meters)          (01/12/01) GPS OBS
 GP0374  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0374  DYNAMIC HT  -        1736.700 (meters)    5697.82  (feet)  COMP
 GP0374  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 GP0374
 GP0374  HORZ ORDER  -  FIRST
 GP0374  VERT ORDER  -  FIRST     CLASS II
 GP0374  ELLP ORDER  -  FOURTH    CLASS I
 GP0374
 GP0374.The horizontal coordinates were established by GPS observations
 GP0374.and adjusted by the National Geodetic Survey in March 1997..
 GP0374
 GP0374.The orthometric height was determined by differential leveling
 GP0374.and adjusted by the National Geodetic Survey in June 1991..
 GP0374
 GP0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0374
 GP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0374
 GP0374.The ellipsoidal height was determined by GPS observations
 GP0374.and is referenced to NAD 83.
 GP0374
 GP0374.The geoid height was determined by GEOID03.
 GP0374
 GP0374.The dynamic height is computed by dividing the NAVD 88
 GP0374.geopotential number by the normal gravity value computed on the
 GP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0374.degrees latitude (g = 980.6199 gals.).
 GP0374
 GP0374.The modeled gravity was interpolated from observed gravity values.
 GP0374
 GP0374;                    North         East     Units Scale Factor Converg.
 GP0374;SPC AZ C     -   593,298.103   250,289.052   MT  0.99991680   +0 14 37.9
 GP0374;SPC AZ C     - 1,946,516.09    821,158.31   iFT  0.99991680   +0 14 37.9
 GP0374;UTM  12      - 4,022,761.932   454,666.120   MT  0.99962532   -0 17 58.0
 GP0374
 GP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0374!SPC AZ C     -   0.99973076  x   0.99991680  =   0.99964758
 GP0374!UTM  12      -   0.99973076  x   0.99962532  =   0.99935618
 GP0374
 GP0374                          SUPERSEDED SURVEY CONTROL
 GP0374
 GP0374  ELLIP H (03/14/97) 1716.01   (m)                       GP(       ) 3 1
 GP0374  NAVD 88 (03/14/97) 1738.90   (m)         5705.0    (f) LEVELING    3  
 GP0374
 GP0374.Superseded values are not recommended for survey control.
 GP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0374.See file dsdata.txt to determine how the superseded data were derived.
 GP0374
 GP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5466622762(NAD 83)
 GP0374_MARKER: DB = BENCH MARK DISK
 GP0374_SETTING: 66 = SET IN ROCK OUTCROP
 GP0374_SP_SET: ROCK OUTCROP
 GP0374_STAMPING: C 508 1983
 GP0374_MARK LOGO: NGS   
 GP0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0374+STABILITY: POSITION/ELEVATION WELL
 GP0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0374+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1995
 GP0374
 GP0374  HISTORY     - Date     Condition        Report By
 GP0374  HISTORY     - 1983     MONUMENTED       NGS
 GP0374  HISTORY     - 19931203 GOOD             USPSQD
 GP0374  HISTORY     - 19951211 GOOD             CHANCE
 GP0374
 GP0374                          STATION DESCRIPTION
 GP0374
 GP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0374'6.5 KM (4.0 MI) NW FROM THE GAP.
 GP0374'6.5 KM (4.05 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0374'AT THE GAP, IN TOP OF THE SOUTHWEST END OF A 2- BY 7-FOOT PORTION OF
 GP0374'LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A DRY WASH, 56.4 METERS
 GP0374'(185 FT) WEST-NORTHWEST OF MILEPOST 502, 33.8 METERS (111 FT)
 GP0374'SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 METERS (71 FT) SOUTHWEST OF
 GP0374'THE SOUTHWEST END OF A 60-INCH CORRUGATED METAL PIPE CULVERT,
 GP0374'7.6 METERS (25 FT) SOUTHEAST OF THE CENTER OF THE WASH.
 GP0374'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0374'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GP0374
 GP0374                          STATION RECOVERY (1993)
 GP0374
 GP0374'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0374'RECOVERED IN GOOD CONDITION.
 GP0374
 GP0374                          STATION RECOVERY (1995)
 GP0374
 GP0374'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 GP0374'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 GP0374'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) NORTHWEST FROM
 GP0374'THE GAP ALONG US HIGHWAY 89.  THE STATION IS LOCATED ON STATE OF
 GP0374'ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE TRADING
 GP0374'POST AT THE GAP, PROCEED 6.5 KM (4.05 MI) NORTHWEST ALONG US HIGHWAY
 GP0374'89 TO MILEPOST 502 AND THE STATION ON THE LEFT THE STATION IS A BENCH
 GP0374'MARK DISK SET IN TOP OF THE SOUTHWEST END OF A 2- BY 7-FOOT PORTION OF
 GP0374'LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A DRY WASH.  THE STATION IS
 GP0374'LOCATED 56.4 M (185.0 FT) WEST-NORTHWEST OF MILEPOST 502, 33.8 M
 GP0374'(110.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 M (70.9 FT)
 GP0374'SOUTHWEST OF THE SOUTHWEST END OF A 60-INCH CORRUGATED METAL PIPE
 GP0374'CULVERT, 7.6 M (24.9 FT) SOUTHEAST OF THE CENTER OF THE WASH, 0.4 M
 GP0374'(1.3 FT) NORTHWEST FROM A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 GP0374'HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0255 ***********************************************************************
 GP0255  DESIGNATION -  C 51
 GP0255  PID         -  GP0255
 GP0255  STATE/COUNTY-  AZ/COCONINO
 GP0255  USGS QUAD   -  EMMETT WASH (1985)
 GP0255
 GP0255                         *CURRENT SURVEY CONTROL
 GP0255  ___________________________________________________________________
 GP0255* NAD 83(1986)-  36 43 49.     (N)    111 45 35.     (W)     SCALED    
 GP0255* NAVD 88     -      1289.143  (meters)    4229.46   (feet)  POSTED    
 GP0255  ___________________________________________________________________
 GP0255  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0255  DYNAMIC HT  -        1287.650 (meters)    4224.56  (feet)  COMP
 GP0255  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 GP0255
 GP0255  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0255
 GP0255.The horizontal coordinates were scaled from a topographic map and have
 GP0255.an estimated accuracy of +/- 6 seconds.
 GP0255
 GP0255.The orthometric height was determined by differential leveling
 GP0255.and adjusted by the National Geodetic Survey in 1992..
 GP0255.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0255.rate of 0.0 thru 1.0 mm/km.
 GP0255
 GP0255.The geoid height was determined by GEOID03.
 GP0255
 GP0255.The dynamic height is computed by dividing the NAVD 88
 GP0255.geopotential number by the normal gravity value computed on the
 GP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0255.degrees latitude (g = 980.6199 gals.).
 GP0255
 GP0255.The modeled gravity was interpolated from observed gravity values.
 GP0255
 GP0255;                    North         East    Units  Estimated Accuracy
 GP0255;SPC AZ C     -   635,550.      227,380.      MT  (+/- 180 meters Scaled)
 GP0255
 GP0255                          SUPERSEDED SURVEY CONTROL
 GP0255
 GP0255  NGVD 29 (??/??/92) 1288.230  (m)         4226.47   (f) ADJ UNCH    1 2
 GP0255
 GP0255.Superseded values are not recommended for survey control.
 GP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0255.See file dsdata.txt to determine how the superseded data were derived.
 GP0255
 GP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF321652(NAD 83)
 GP0255_MARKER: DB = BENCH MARK DISK
 GP0255_SETTING: 80 = SET IN A BOULDER
 GP0255_SP_SET: BOULDER
 GP0255_STAMPING: C 51 1934
 GP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0255+STABILITY: SURFACE MOTION
 GP0255
 GP0255  HISTORY     - Date     Condition        Report By
 GP0255  HISTORY     - 1934     MONUMENTED       CGS
 GP0255
 GP0255                          STATION DESCRIPTION
 GP0255
 GP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0255'9.7 MI SW FROM MARBLE CANYON.
 GP0255'9.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0255'MARBLE CANYON, COCONINO COUNTY, 290 FEET SOUTHEAST OF THE CENTER OF A
 GP0255'DOUBLE 54-INCH CORRUGATED-IRON PIPE CULVERT, 125 FEET SOUTH OF THE
 GP0255'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE BOULDER, AND
 GP0255'ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0508 ***********************************************************************
 FQ0508  DESIGNATION -  C 510
 FQ0508  PID         -  FQ0508
 FQ0508  STATE/COUNTY-  AZ/COCONINO
 FQ0508  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0508
 FQ0508                         *CURRENT SURVEY CONTROL
 FQ0508  ___________________________________________________________________
 FQ0508* NAD 83(1992)-  35 51 20.38258(N)    111 25 32.68270(W)     ADJUSTED  
 FQ0508* NAVD 88     -      1336.521  (meters)    4384.90   (feet)  ADJUSTED  
 FQ0508  ___________________________________________________________________
 FQ0508  X           -  -1,890,935.442 (meters)                     COMP
 FQ0508  Y           -  -4,818,723.839 (meters)                     COMP
 FQ0508  Z           -   3,715,991.847 (meters)                     COMP
 FQ0508  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FQ0508  ELLIP HEIGHT-        1312.46  (meters)          (01/12/01) GPS OBS
 FQ0508  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0508  DYNAMIC HT  -        1334.848 (meters)    4379.41  (feet)  COMP
 FQ0508  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 FQ0508
 FQ0508  HORZ ORDER  -  FIRST
 FQ0508  VERT ORDER  -  FIRST     CLASS II
 FQ0508  ELLP ORDER  -  FOURTH    CLASS I
 FQ0508
 FQ0508.The horizontal coordinates were established by GPS observations
 FQ0508.and adjusted by the National Geodetic Survey in March 1997..
 FQ0508
 FQ0508.The orthometric height was determined by differential leveling
 FQ0508.and adjusted by the National Geodetic Survey in June 1991..
 FQ0508
 FQ0508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0508
 FQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0508
 FQ0508.The ellipsoidal height was determined by GPS observations
 FQ0508.and is referenced to NAD 83.
 FQ0508
 FQ0508.The geoid height was determined by GEOID03.
 FQ0508
 FQ0508.The dynamic height is computed by dividing the NAVD 88
 FQ0508.geopotential number by the normal gravity value computed on the
 FQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0508.degrees latitude (g = 980.6199 gals.).
 FQ0508
 FQ0508.The modeled gravity was interpolated from observed gravity values.
 FQ0508
 FQ0508;                    North         East     Units Scale Factor Converg.
 FQ0508;SPC AZ C     -   538,610.332   257,699.546   MT  0.99992422   +0 17 15.2
 FQ0508;SPC AZ C     - 1,767,094.27    845,470.95   iFT  0.99992422   +0 17 15.2
 FQ0508;UTM  12      - 3,968,023.091   461,558.686   MT  0.99961821   -0 14 57.8
 FQ0508
 FQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0508!SPC AZ C     -   0.99979405  x   0.99992422  =   0.99971828
 FQ0508!UTM  12      -   0.99979405  x   0.99961821  =   0.99941234
 FQ0508
 FQ0508                          SUPERSEDED SURVEY CONTROL
 FQ0508
 FQ0508  ELLIP H (03/14/97) 1312.50   (m)                       GP(       ) 3 1
 FQ0508  NAVD 88 (03/14/97) 1336.52   (m)         4384.9    (f) LEVELING    3  
 FQ0508
 FQ0508.Superseded values are not recommended for survey control.
 FQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0508.See file dsdata.txt to determine how the superseded data were derived.
 FQ0508
 FQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6155968023(NAD 83)
 FQ0508_MARKER: DB = BENCH MARK DISK
 FQ0508_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0508_SP_SET: ROCK OUTCROP
 FQ0508_STAMPING: C 510 1983
 FQ0508_MARK LOGO: NGS   
 FQ0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0508+STABILITY: POSITION/ELEVATION WELL
 FQ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0508+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1995
 FQ0508
 FQ0508  HISTORY     - Date     Condition        Report By
 FQ0508  HISTORY     - 1983     MONUMENTED       NGS
 FQ0508  HISTORY     - 19951211 GOOD             CHANCE
 FQ0508
 FQ0508                          STATION DESCRIPTION
 FQ0508
 FQ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0508'2.6 KM (1.6 MI) SOUTH FROM CAMERON.
 FQ0508'2.6 KM (1.6 KM ) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0508'CAMERON, IN TOP OF A MASSIVE SANDSTONE OUTCROP, 109.7 METERS (360 FT)
 FQ0508'WEST OF THE HIGHWAY CENTERLINE, 41.1 METERS (135 FT) NORTH OF THE
 FQ0508'CENTER OF STATE HIGHWAY 64, 27.4 METERS (90 FT) NORTHEAST OF THE NORTH
 FQ0508'END OF TWIN CORRUGATED METAL PIPE CULVERTS WITH A STONE HEADWALL, 9.1
 FQ0508'METERS (30 FT) NORTH OF THE NORTH RIGHT OF WAY FENCE.
 FQ0508'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0508'THE MARK IS 5.0 M BELOW THE HIGHWAYS.
 FQ0508
 FQ0508                          STATION RECOVERY (1995)
 FQ0508
 FQ0508'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 FQ0508'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FQ0508'THE STATION IS LOCATED APPROXIMATELY 2.6 KM (1.60 MI) SOUTH OF CAMERON
 FQ0508'ALONG US HIGHWAY 89.  OWNERSHIP -- UNKNOWN TO REACH THE STATION FROM
 FQ0508'THE JUNCTION US HIGHWAY 89 AND STATE HIGHWAY 64 IN CAMERON, PROCEED
 FQ0508'0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 64 TO THE STATION ON THE
 FQ0508'RIGHT THE STATION IS A BENCH MARK DISK IN TOP OF A MASSIVE SANDSTONE
 FQ0508'OUTCROP.  THE STATION IS LOCATED 109.7 M (359.9 FT) WEST OF US HIGHWAY
 FQ0508'89 CENTERLINE, 41.1 M (134.8 FT) NORTH OF STATE HIGHWAY 64 CENTERLINE,
 FQ0508'27.4 M (89.9 FT) NORTHEAST OF THE NORTH END OF TWIN CORRUGATED METAL
 FQ0508'PIPE CULVERTS WITH A STONE HEADWALL, 8.0 M (26.2 FT) NORTH OF THE
 FQ0508'NORTH RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST,
 FQ0508'AND 5.0 M (16.4 FT) BELOW THE HIGHWAYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0500 ***********************************************************************
 FQ0500  DESIGNATION -  C 511
 FQ0500  PID         -  FQ0500
 FQ0500  STATE/COUNTY-  AZ/COCONINO
 FQ0500  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0500
 FQ0500                         *CURRENT SURVEY CONTROL
 FQ0500  ___________________________________________________________________
 FQ0500* NAD 83(1986)-  35 45 52.     (N)    111 28 03.     (W)     SCALED    
 FQ0500* NAVD 88     -      1467.125  (meters)    4813.39   (feet)  ADJUSTED  
 FQ0500  ___________________________________________________________________
 FQ0500  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0500  DYNAMIC HT  -        1465.260 (meters)    4807.27  (feet)  COMP
 FQ0500  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 FQ0500
 FQ0500  VERT ORDER  -  FIRST     CLASS II
 FQ0500
 FQ0500.The horizontal coordinates were scaled from a topographic map and have
 FQ0500.an estimated accuracy of +/- 6 seconds.
 FQ0500
 FQ0500.The orthometric height was determined by differential leveling
 FQ0500.and adjusted by the National Geodetic Survey in June 1991..
 FQ0500
 FQ0500.The geoid height was determined by GEOID03.
 FQ0500
 FQ0500.The dynamic height is computed by dividing the NAVD 88
 FQ0500.geopotential number by the normal gravity value computed on the
 FQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0500.degrees latitude (g = 980.6199 gals.).
 FQ0500
 FQ0500.The modeled gravity was interpolated from observed gravity values.
 FQ0500
 FQ0500;                    North         East    Units  Estimated Accuracy
 FQ0500;SPC AZ C     -   528,470.      253,980.      MT  (+/- 180 meters Scaled)
 FQ0500
 FQ0500                          SUPERSEDED SURVEY CONTROL
 FQ0500
 FQ0500.No superseded survey control is available for this station.
 FQ0500
 FQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE577579(NAD 83)
 FQ0500_MARKER: DB = BENCH MARK DISK
 FQ0500_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0500_SP_SET: ROCK OUTCROP
 FQ0500_STAMPING: C 511 1983
 FQ0500_MARK LOGO: NGS   
 FQ0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0500+STABILITY: POSITION/ELEVATION WELL
 FQ0500
 FQ0500  HISTORY     - Date     Condition        Report By
 FQ0500  HISTORY     - 1983     MONUMENTED       NGS
 FQ0500
 FQ0500                          STATION DESCRIPTION
 FQ0500
 FQ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0500'13.4 KM (8.3 MI) SOUTH FROM CAMERON.
 FQ0500'13.4 KM (8.3 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0500'CAMERON, AT A KEEP RIGHT EXCEPT TO PASS SIGN, IN TOP OF A MASSIVE
 FQ0500'PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 0.2 KM (0.15
 FQ0500'MI) SOUTH OF A POWER LINE CROSSING, 0.2 KM (0.15 MI) NORTH OF A T
 FQ0500'JUNCTION OF A ROAD LEADING EAST TO THE OLD HIGHWAY, 36.5 METERS (120
 FQ0500'FT) WEST OF THE HIGHWAY CENTERLINE, 51.8 METERS (170 FT) NORTH OF A
 FQ0500'BRACE POST IN THE RIGHT OF WAY FENCE, 3.0 METERS (10 FT) WEST OF THE
 FQ0500'RIGHT OF WAY FENCE.
 FQ0500'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0500'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0434 ***********************************************************************
 GP0434  DESIGNATION -  C 512
 GP0434  PID         -  GP0434
 GP0434  STATE/COUNTY-  AZ/COCONINO
 GP0434  USGS QUAD   -  COW SPRINGS (1970)
 GP0434
 GP0434                         *CURRENT SURVEY CONTROL
 GP0434  ___________________________________________________________________
 GP0434* NAD 83(1986)-  36 25 56.     (N)    110 46 12.     (W)     SCALED    
 GP0434* NAVD 88     -      1832.586  (meters)    6012.41   (feet)  ADJUSTED  
 GP0434  ___________________________________________________________________
 GP0434  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 GP0434  DYNAMIC HT  -        1830.278 (meters)    6004.84  (feet)  COMP
 GP0434  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 GP0434
 GP0434  VERT ORDER  -  FIRST     CLASS II
 GP0434
 GP0434.The horizontal coordinates were scaled from a topographic map and have
 GP0434.an estimated accuracy of +/- 6 seconds.
 GP0434
 GP0434.The orthometric height was determined by differential leveling
 GP0434.and adjusted by the National Geodetic Survey in June 1991..
 GP0434
 GP0434.The geoid height was determined by GEOID03.
 GP0434
 GP0434.The dynamic height is computed by dividing the NAVD 88
 GP0434.geopotential number by the normal gravity value computed on the
 GP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0434.degrees latitude (g = 980.6199 gals.).
 GP0434
 GP0434.The modeled gravity was interpolated from observed gravity values.
 GP0434
 GP0434;                    North         East    Units  Estimated Accuracy
 GP0434;SPC AZ C     -   603,080.      316,170.      MT  (+/- 180 meters Scaled)
 GP0434
 GP0434                          SUPERSEDED SURVEY CONTROL
 GP0434
 GP0434.No superseded survey control is available for this station.
 GP0434
 GP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF206319(NAD 83)
 GP0434_MARKER: I = METAL ROD
 GP0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0434_SP_SET: STAINLESS STEEL ROD
 GP0434_STAMPING: C 512 1983
 GP0434_MARK LOGO: NGS   
 GP0434_PROJECTION: FLUSH
 GP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0434_ROD/PIPE-DEPTH: 12.2 meters
 GP0434
 GP0434  HISTORY     - Date     Condition        Report By
 GP0434  HISTORY     - 1983     MONUMENTED       NGS
 GP0434
 GP0434                          STATION DESCRIPTION
 GP0434
 GP0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0434'56.2 KM (34.9 MI) NE FROM TUBA CITY.
 GP0434'56.2 KM (34.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0434'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0434'NORTHEAST OF MILEPOST 356, 31.1 METERS (102.0 FT) SOUTHEAST OF THE
 GP0434'CENTERLINE OF THE HIGHWAY, AND 5.9 METERS (19.4 FT) NORTHEAST OF THE
 GP0434'CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT
 GP0434'IS THROUGH A 5-INCH LOGO CAP.
 GP0434'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0408 ***********************************************************************
 GP0408  DESIGNATION -  C 513
 GP0408  PID         -  GP0408
 GP0408  STATE/COUNTY-  AZ/NAVAJO
 GP0408  USGS QUAD   -  KAYENTA WEST (1968)
 GP0408
 GP0408                         *CURRENT SURVEY CONTROL
 GP0408  ___________________________________________________________________
 GP0408* NAD 83(1986)-  36 41 26.     (N)    110 22 05.     (W)     SCALED    
 GP0408* NAVD 88     -      1830.743  (meters)    6006.36   (feet)  ADJUSTED  
 GP0408  ___________________________________________________________________
 GP0408  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 GP0408  DYNAMIC HT  -        1828.480 (meters)    5998.94  (feet)  COMP
 GP0408  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 GP0408
 GP0408  VERT ORDER  -  FIRST     CLASS II
 GP0408
 GP0408.The horizontal coordinates were scaled from a topographic map and have
 GP0408.an estimated accuracy of +/- 6 seconds.
 GP0408
 GP0408.The orthometric height was determined by differential leveling
 GP0408.and adjusted by the National Geodetic Survey in June 1991..
 GP0408
 GP0408.The geoid height was determined by GEOID03.
 GP0408
 GP0408.The dynamic height is computed by dividing the NAVD 88
 GP0408.geopotential number by the normal gravity value computed on the
 GP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0408.degrees latitude (g = 980.6199 gals.).
 GP0408
 GP0408.The modeled gravity was interpolated from observed gravity values.
 GP0408
 GP0408;                    North         East    Units  Estimated Accuracy
 GP0408;SPC AZ E     -   631,150.      195,360.      MT  (+/- 180 meters Scaled)
 GP0408
 GP0408                          SUPERSEDED SURVEY CONTROL
 GP0408
 GP0408.No superseded survey control is available for this station.
 GP0408
 GP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF564607(NAD 83)
 GP0408_MARKER: DB = BENCH MARK DISK
 GP0408_SETTING: 66 = SET IN ROCK OUTCROP
 GP0408_SP_SET: ROCK OUTCROP
 GP0408_STAMPING: C 513 1983
 GP0408_MARK LOGO: NGS   
 GP0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0408+STABILITY: POSITION/ELEVATION WELL
 GP0408
 GP0408  HISTORY     - Date     Condition        Report By
 GP0408  HISTORY     - 1983     MONUMENTED       NGS
 GP0408
 GP0408                          STATION DESCRIPTION
 GP0408
 GP0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0408'11.0 KM (6.85 MI) SW FROM KAYENTA.
 GP0408'11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0408'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.6 KM (0.35 MI) SOUTHWEST
 GP0408'OF MILEPOST 387, IN THE NORTHWEST END OF THE NORTHEAST 1/2 OF A 10- BY
 GP0408'152-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 30.5 METERS (100.1 FT)
 GP0408'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, 15.9 METERS (52.2 FT)
 GP0408'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6 METERS (5.2 FT)
 GP0408'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0408'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 GP0408'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2493 ***********************************************************************
 CZ2493  DESIGNATION -  C 516
 CZ2493  PID         -  CZ2493
 CZ2493  STATE/COUNTY-  AZ/PINAL
 CZ2493  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2493
 CZ2493                         *CURRENT SURVEY CONTROL
 CZ2493  ___________________________________________________________________
 CZ2493* NAD 83(1986)-  32 44 54.     (N)    111 32 58.     (W)     SCALED    
 CZ2493* NAVD 88     -       475.778  (meters)    1560.95   (feet)  ADJUSTED  
 CZ2493  ___________________________________________________________________
 CZ2493  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2493  DYNAMIC HT  -         475.176 (meters)    1558.97  (feet)  COMP
 CZ2493  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 CZ2493
 CZ2493  VERT ORDER  -  FIRST     CLASS II
 CZ2493
 CZ2493.The horizontal coordinates were scaled from a topographic map and have
 CZ2493.an estimated accuracy of +/- 6 seconds.
 CZ2493
 CZ2493.The orthometric height was determined by differential leveling
 CZ2493.and adjusted by the National Geodetic Survey in November 1993..
 CZ2493
 CZ2493.The geoid height was determined by GEOID03.
 CZ2493
 CZ2493.The dynamic height is computed by dividing the NAVD 88
 CZ2493.geopotential number by the normal gravity value computed on the
 CZ2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2493.degrees latitude (g = 980.6199 gals.).
 CZ2493
 CZ2493.The modeled gravity was interpolated from observed gravity values.
 CZ2493
 CZ2493;                    North         East    Units  Estimated Accuracy
 CZ2493;SPC AZ C     -   193,900.      247,770.      MT  (+/- 180 meters Scaled)
 CZ2493
 CZ2493                          SUPERSEDED SURVEY CONTROL
 CZ2493
 CZ2493.No superseded survey control is available for this station.
 CZ2493
 CZ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB485235(NAD 83)
 CZ2493_MARKER: I = METAL ROD
 CZ2493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2493_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2493_STAMPING: C 516 1991
 CZ2493_MARK LOGO: NGS   
 CZ2493_PROJECTION: FLUSH
 CZ2493_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2493+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2493_ROD/PIPE-DEPTH: 8.9  meters
 CZ2493_SLEEVE-DEPTH  : 0.9 meters
 CZ2493
 CZ2493  HISTORY     - Date     Condition        Report By
 CZ2493  HISTORY     - 1991     MONUMENTED       NGS
 CZ2493
 CZ2493                          STATION DESCRIPTION
 CZ2493
 CZ2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2493'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2493'ELOY, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ2493'PACIFIC RAILROAD, 0.1 KM (0.05 MI) SOUTHEAST OF THE INTERSECTION OF
 CZ2493'SUNSHINE BOULEVARD, 27.8 M (91.2 FT) NORTHEAST OF THE NEAR RAIL, 10.8
 CZ2493'M (35.4 FT) WEST-NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 CZ2493'HEADWALL OF A CULVERT, 10.7 M (35.1 FT) SOUTHWEST OF THE CENTERLINE
 CZ2493'OF THE EASTBOUND LANES OF STATE HIGHWAY 84, 2.0 M (6.6 FT) SOUTHEAST
 CZ2493'OF A UTILITY POLE WITH A TRANSFORMER, 0.3 M (1.0 FT) NORTHEAST OF A
 CZ2493'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CZ2493'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2294 ***********************************************************************
 DU2294  DESIGNATION -  C 517
 DU2294  PID         -  DU2294
 DU2294  STATE/COUNTY-  AZ/PINAL
 DU2294  USGS QUAD   -  SACATON NE (1978)
 DU2294
 DU2294                         *CURRENT SURVEY CONTROL
 DU2294  ___________________________________________________________________
 DU2294* NAD 83(1986)-  33 09 43.     (N)    111 31 43.     (W)     SCALED    
 DU2294* NAVD 88     -       457.852  (meters)    1502.14   (feet)  ADJUSTED  
 DU2294  ___________________________________________________________________
 DU2294  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2294  DYNAMIC HT  -         457.301 (meters)    1500.33  (feet)  COMP
 DU2294  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 DU2294
 DU2294  VERT ORDER  -  FIRST     CLASS II
 DU2294
 DU2294.The horizontal coordinates were scaled from a topographic map and have
 DU2294.an estimated accuracy of +/- 6 seconds.
 DU2294
 DU2294.The orthometric height was determined by differential leveling
 DU2294.and adjusted by the National Geodetic Survey in November 1993..
 DU2294
 DU2294.The geoid height was determined by GEOID03.
 DU2294
 DU2294.The dynamic height is computed by dividing the NAVD 88
 DU2294.geopotential number by the normal gravity value computed on the
 DU2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2294.degrees latitude (g = 980.6199 gals.).
 DU2294
 DU2294.The modeled gravity was interpolated from observed gravity values.
 DU2294
 DU2294;                    North         East    Units  Estimated Accuracy
 DU2294;SPC AZ C     -   239,780.      249,560.      MT  (+/- 180 meters Scaled)
 DU2294
 DU2294                          SUPERSEDED SURVEY CONTROL
 DU2294
 DU2294.No superseded survey control is available for this station.
 DU2294
 DU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB507693(NAD 83)
 DU2294_MARKER: I = METAL ROD
 DU2294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2294_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2294_STAMPING: C 517 1992
 DU2294_MARK LOGO: NGS   
 DU2294_PROJECTION: FLUSH
 DU2294_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2294_ROD/PIPE-DEPTH: 2.1  meters
 DU2294
 DU2294  HISTORY     - Date     Condition        Report By
 DU2294  HISTORY     - 1992     MONUMENTED       NGS
 DU2294  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU2294
 DU2294                          STATION DESCRIPTION
 DU2294
 DU2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2294'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2294'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU2294'THENCE 13.1 KM (8.15 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU2294'RAILROAD, 31.1 M (102.0 FT) SOUTHWEST OF THE NEAR RAIL, 15.9 M (52.2
 DU2294'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 6.6 M (21.7 FT) NORTHEAST
 DU2294'OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT)
 DU2294'NORTHWEST OF UTILITY POLE NUMBER 105, AND 0.5 M (1.6 FT) SOUTHEAST OF
 DU2294'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2294'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 DU2294
 DU2294                          STATION RECOVERY (2006)
 DU2294
 DU2294'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2294'THE WITNESS POST WAS FOUND, BUT THERE IS A TW0 FOOT DEEP HOLE WHERE
 DU2294'THE STATION SHOULD BE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2319 ***********************************************************************
 DU2319  DESIGNATION -  C 518
 DU2319  PID         -  DU2319
 DU2319  STATE/COUNTY-  AZ/MARICOPA
 DU2319  USGS QUAD   -  MESA (1982)
 DU2319
 DU2319                         *CURRENT SURVEY CONTROL
 DU2319  ___________________________________________________________________
 DU2319* NAD 83(1986)-  33 24 56.     (N)    111 47 03.     (W)     SCALED    
 DU2319* NAVD 88     -       382.634  (meters)    1255.36   (feet)  ADJUSTED  
 DU2319  ___________________________________________________________________
 DU2319  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2319  DYNAMIC HT  -         382.181 (meters)    1253.87  (feet)  COMP
 DU2319  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DU2319
 DU2319  VERT ORDER  -  FIRST     CLASS II
 DU2319
 DU2319.The horizontal coordinates were scaled from a topographic map and have
 DU2319.an estimated accuracy of +/- 6 seconds.
 DU2319
 DU2319.The orthometric height was determined by differential leveling
 DU2319.and adjusted by the National Geodetic Survey in November 1993..
 DU2319
 DU2319.The geoid height was determined by GEOID03.
 DU2319
 DU2319.The dynamic height is computed by dividing the NAVD 88
 DU2319.geopotential number by the normal gravity value computed on the
 DU2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2319.degrees latitude (g = 980.6199 gals.).
 DU2319
 DU2319.The modeled gravity was interpolated from observed gravity values.
 DU2319
 DU2319;                    North         East    Units  Estimated Accuracy
 DU2319;SPC AZ C     -   267,840.      225,680.      MT  (+/- 180 meters Scaled)
 DU2319
 DU2319                          SUPERSEDED SURVEY CONTROL
 DU2319
 DU2319.No superseded survey control is available for this station.
 DU2319
 DU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB270976(NAD 83)
 DU2319_MARKER: DV = VERTICAL CONTROL DISK
 DU2319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2319_SP_SET: ABUTMENT
 DU2319_STAMPING: C 518 1992
 DU2319_MARK LOGO: NGS   
 DU2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2319+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2319
 DU2319  HISTORY     - Date     Condition        Report By
 DU2319  HISTORY     - 1992     MONUMENTED       NGS
 DU2319  HISTORY     - 20051228 GOOD             GEOCAC
 DU2319
 DU2319                          STATION DESCRIPTION
 DU2319
 DU2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2319'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2319'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, IN TOP
 DU2319'OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DU2319'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE CONSOLIDATED
 DU2319'CANAL, 2.1 M (6.9 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 0.4 M
 DU2319'(1.3 FT) NORTH OF THE BRIDGE RAILING, AND 0.3 M (1.0 FT) ABOVE THE
 DU2319'LEVEL OF THE HIGHWAY.
 DU2319
 DU2319                          STATION RECOVERY (2005)
 DU2319
 DU2319'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2319'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2319'33 24 56.10 (N)   111 47 03.18 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2292 ***********************************************************************
 DV2292  DESIGNATION -  C 519
 DV2292  PID         -  DV2292
 DV2292  STATE/COUNTY-  AZ/MARICOPA
 DV2292  USGS QUAD   -  PHOENIX (1982)
 DV2292
 DV2292                         *CURRENT SURVEY CONTROL
 DV2292  ___________________________________________________________________
 DV2292* NAD 83(1986)-  33 24 55.     (N)    112 01 44.     (W)     SCALED    
 DV2292* NAVD 88     -       335.187  (meters)    1099.69   (feet)  ADJUSTED  
 DV2292  ___________________________________________________________________
 DV2292  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2292  DYNAMIC HT  -         334.802 (meters)    1098.43  (feet)  COMP
 DV2292  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV2292
 DV2292  VERT ORDER  -  FIRST     CLASS II
 DV2292
 DV2292.The horizontal coordinates were scaled from a topographic map and have
 DV2292.an estimated accuracy of +/- 6 seconds.
 DV2292
 DV2292.The orthometric height was determined by differential leveling
 DV2292.and adjusted by the National Geodetic Survey in November 1993..
 DV2292
 DV2292.The geoid height was determined by GEOID03.
 DV2292
 DV2292.The dynamic height is computed by dividing the NAVD 88
 DV2292.geopotential number by the normal gravity value computed on the
 DV2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2292.degrees latitude (g = 980.6199 gals.).
 DV2292
 DV2292.The modeled gravity was interpolated from observed gravity values.
 DV2292
 DV2292;                    North         East    Units  Estimated Accuracy
 DV2292;SPC AZ C     -   267,810.      202,920.      MT  (+/- 180 meters Scaled)
 DV2292
 DV2292                          SUPERSEDED SURVEY CONTROL
 DV2292
 DV2292.No superseded survey control is available for this station.
 DV2292
 DV2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB043977(NAD 83)
 DV2292_MARKER: DV = VERTICAL CONTROL DISK
 DV2292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2292_SP_SET: ABUTMENT
 DV2292_STAMPING: C 519 1992
 DV2292_MARK LOGO: NGS   
 DV2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2292
 DV2292  HISTORY     - Date     Condition        Report By
 DV2292  HISTORY     - 1992     MONUMENTED       NGS
 DV2292
 DV2292                          STATION DESCRIPTION
 DV2292
 DV2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2292'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH STREET AND THE SALT
 DV2292'RIVER, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE SOUTH
 DV2292'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE RIVER, 7.3 M
 DV2292'(24.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DV2292'LANES OF THE STREET, AND 0.4 M (1.3 FT) EAST OF THE EAST BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0036 ***********************************************************************
 GQ0036  DESIGNATION -  C 52
 GQ0036  PID         -  GQ0036
 GQ0036  STATE/COUNTY-  AZ/COCONINO
 GQ0036  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0036
 GQ0036                         *CURRENT SURVEY CONTROL
 GQ0036  ___________________________________________________________________
 GQ0036* NAD 83(1986)-  36 50 54.     (N)    112 17 10.     (W)     SCALED    
 GQ0036* NAVD 88     -      1800.595  (meters)    5907.45   (feet)  POSTED    
 GQ0036  ___________________________________________________________________
 GQ0036  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GQ0036  DYNAMIC HT  -        1798.400 (meters)    5900.25  (feet)  COMP
 GQ0036  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 GQ0036
 GQ0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0036
 GQ0036.The horizontal coordinates were scaled from a topographic map and have
 GQ0036.an estimated accuracy of +/- 6 seconds.
 GQ0036
 GQ0036.The orthometric height was determined by differential leveling
 GQ0036.and adjusted by the National Geodetic Survey in 1992..
 GQ0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0036.rate of 0.0 thru 1.0 mm/km.
 GQ0036
 GQ0036.The geoid height was determined by GEOID03.
 GQ0036
 GQ0036.The dynamic height is computed by dividing the NAVD 88
 GQ0036.geopotential number by the normal gravity value computed on the
 GQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0036.degrees latitude (g = 980.6199 gals.).
 GQ0036
 GQ0036.The modeled gravity was interpolated from observed gravity values.
 GQ0036
 GQ0036;                    North         East    Units  Estimated Accuracy
 GQ0036;SPC AZ C     -   648,700.      180,410.      MT  (+/- 180 meters Scaled)
 GQ0036
 GQ0036                          SUPERSEDED SURVEY CONTROL
 GQ0036
 GQ0036  NGVD 29 (??/??/92) 1799.540  (m)         5903.99   (f) ADJ UNCH    1 2
 GQ0036
 GQ0036.Superseded values are not recommended for survey control.
 GQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0036.See file dsdata.txt to determine how the superseded data were derived.
 GQ0036
 GQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF853788(NAD 83)
 GQ0036_MARKER: DB = BENCH MARK DISK
 GQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0036_STAMPING: C 52 1934
 GQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0036+STABILITY: SURFACE MOTION
 GQ0036
 GQ0036  HISTORY     - Date     Condition        Report By
 GQ0036  HISTORY     - 1934     MONUMENTED       CGS
 GQ0036  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0036
 GQ0036                          STATION DESCRIPTION
 GQ0036
 GQ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0036'16.0 MI SE FROM FREDONIA.
 GQ0036'16.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0036'COUNTY, 0.1 MILE EAST OF A CATTLE GUARD AND THE FENCE AT THE WEST
 GQ0036'BOUNDARY OF THE KAIBAB NATIONAL FOREST, IN THE TRIANGLE AT THE
 GQ0036'JUNCTION OF THE ROAD LEADING SOUTH TO RYAN AND BIG SPRINGS, 31 FEET
 GQ0036'WEST OF AN 18-INCH IRON-PIPE CULVERT, AND 71 FEET SOUTH OF THE
 GQ0036'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 52 1934 AND SET
 GQ0036'IN THE TOP OF A CONCRETE POST.
 GQ0036
 GQ0036                          STATION RECOVERY (1966)
 GQ0036
 GQ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2317 ***********************************************************************
 DV2317  DESIGNATION -  C 520
 DV2317  PID         -  DV2317
 DV2317  STATE/COUNTY-  AZ/MARICOPA
 DV2317  USGS QUAD   -  TOLLESON (1982)
 DV2317
 DV2317                         *CURRENT SURVEY CONTROL
 DV2317  ___________________________________________________________________
 DV2317* NAD 83(1986)-  33 25 17.     (N)    112 21 50.     (W)     SCALED    
 DV2317* NAVD 88     -       292.242  (meters)     958.80   (feet)  ADJUSTED  
 DV2317  ___________________________________________________________________
 DV2317  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV2317  DYNAMIC HT  -         291.907 (meters)     957.70  (feet)  COMP
 DV2317  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV2317
 DV2317  VERT ORDER  -  FIRST     CLASS II
 DV2317
 DV2317.The horizontal coordinates were scaled from a topographic map and have
 DV2317.an estimated accuracy of +/- 6 seconds.
 DV2317
 DV2317.The orthometric height was determined by differential leveling
 DV2317.and adjusted by the National Geodetic Survey in November 1993..
 DV2317
 DV2317.The geoid height was determined by GEOID03.
 DV2317
 DV2317.The dynamic height is computed by dividing the NAVD 88
 DV2317.geopotential number by the normal gravity value computed on the
 DV2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2317.degrees latitude (g = 980.6199 gals.).
 DV2317
 DV2317.The modeled gravity was interpolated from observed gravity values.
 DV2317
 DV2317;                    North         East    Units  Estimated Accuracy
 DV2317;SPC AZ C     -   268,570.      171,770.      MT  (+/- 180 meters Scaled)
 DV2317
 DV2317                          SUPERSEDED SURVEY CONTROL
 DV2317
 DV2317.No superseded survey control is available for this station.
 DV2317
 DV2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB731988(NAD 83)
 DV2317_MARKER: I = METAL ROD
 DV2317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2317_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2317_STAMPING: C 520 1992
 DV2317_MARK LOGO: NGS   
 DV2317_PROJECTION: FLUSH
 DV2317_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2317_ROD/PIPE-DEPTH: 9.7  meters
 DV2317_SLEEVE-DEPTH  : 0.9 meters
 DV2317
 DV2317  HISTORY     - Date     Condition        Report By
 DV2317  HISTORY     - 1992     MONUMENTED       NGS
 DV2317
 DV2317                          STATION DESCRIPTION
 DV2317
 DV2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2317'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2317'BUCKEYE, THENCE 22.6 KM (14.05 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2317'22.1 M (72.5 FT) NORTHWEST OF THE ROAD CENTERLINE, 15.7 M (51.5 FT)
 DV2317'SOUTHWEST OF THE EXTENDED CENTERLINE OF WEST LOWER BUCKEYE ROAD, 9.2
 DV2317'M (30.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 DV2317'RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0
 DV2317'FT) NORTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 DV2317'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DV2317'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2336 ***********************************************************************
 DV2336  DESIGNATION -  C 521
 DV2336  PID         -  DV2336
 DV2336  STATE/COUNTY-  AZ/MARICOPA
 DV2336  USGS QUAD   -  LAVEEN (1973)
 DV2336
 DV2336                         *CURRENT SURVEY CONTROL
 DV2336  ___________________________________________________________________
 DV2336* NAD 83(1986)-  33 21 48.     (N)    112 10 10.     (W)     SCALED    
 DV2336* NAVD 88     -       315.966  (meters)    1036.63   (feet)  ADJUSTED  
 DV2336  ___________________________________________________________________
 DV2336  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2336  DYNAMIC HT  -         315.607 (meters)    1035.45  (feet)  COMP
 DV2336  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DV2336
 DV2336  VERT ORDER  -  FIRST     CLASS II
 DV2336
 DV2336.The horizontal coordinates were scaled from a topographic map and have
 DV2336.an estimated accuracy of +/- 6 seconds.
 DV2336
 DV2336.The orthometric height was determined by differential leveling
 DV2336.and adjusted by the National Geodetic Survey in August 1994..
 DV2336
 DV2336.The geoid height was determined by GEOID03.
 DV2336
 DV2336.The dynamic height is computed by dividing the NAVD 88
 DV2336.geopotential number by the normal gravity value computed on the
 DV2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2336.degrees latitude (g = 980.6199 gals.).
 DV2336
 DV2336.The modeled gravity was interpolated from observed gravity values.
 DV2336
 DV2336;                    North         East    Units  Estimated Accuracy
 DV2336;SPC AZ C     -   262,070.      189,840.      MT  (+/- 180 meters Scaled)
 DV2336
 DV2336                          SUPERSEDED SURVEY CONTROL
 DV2336
 DV2336.No superseded survey control is available for this station.
 DV2336
 DV2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912921(NAD 83)
 DV2336_MARKER: I = METAL ROD
 DV2336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2336_SP_SET: STAINLESS STEEL ROD
 DV2336_STAMPING: C 521 1994
 DV2336_MARK LOGO: NGS   
 DV2336_PROJECTION: FLUSH
 DV2336_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2336+STABILITY: POSITION/ELEVATION WELL
 DV2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2336+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DV2336_ROD/PIPE-DEPTH: 7.7  meters
 DV2336
 DV2336  HISTORY     - Date     Condition        Report By
 DV2336  HISTORY     - 1994     MONUMENTED       NGS
 DV2336
 DV2336                          STATION DESCRIPTION
 DV2336
 DV2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2336'0.1 KM (0.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2336'LAVEEN, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF DOBBINS ROAD,
 DV2336'17.6 M (57.7 FT) WEST OF THE AVENUE CENTERLINE, 11.1 M (36.4 FT)
 DV2336'NORTHEAST OF THE NORTHEAST CORNER OF HEADGATE NUMBER 7-134-37, 5.2 M
 DV2336'(17.1 FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) BELOW
 DV2336'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DV2336'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2378 ***********************************************************************
 DU2378  DESIGNATION -  C 522
 DU2378  PID         -  DU2378
 DU2378  STATE/COUNTY-  AZ/MARICOPA
 DU2378  USGS QUAD   -  MESA (1982)
 DU2378
 DU2378                         *CURRENT SURVEY CONTROL
 DU2378  ___________________________________________________________________
 DU2378* NAD 83(1986)-  33 23 36.     (N)    111 50 18.     (W)     SCALED    
 DU2378* NAVD 88     -       370.984  (meters)    1217.14   (feet)  ADJUSTED  
 DU2378  ___________________________________________________________________
 DU2378  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2378  DYNAMIC HT  -         370.546 (meters)    1215.70  (feet)  COMP
 DU2378  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 DU2378
 DU2378  VERT ORDER  -  FIRST     CLASS II
 DU2378
 DU2378.The horizontal coordinates were scaled from a topographic map and have
 DU2378.an estimated accuracy of +/- 6 seconds.
 DU2378
 DU2378.The orthometric height was determined by differential leveling
 DU2378.and adjusted by the National Geodetic Survey in August 1994..
 DU2378
 DU2378.The geoid height was determined by GEOID03.
 DU2378
 DU2378.The dynamic height is computed by dividing the NAVD 88
 DU2378.geopotential number by the normal gravity value computed on the
 DU2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2378.degrees latitude (g = 980.6199 gals.).
 DU2378
 DU2378.The modeled gravity was interpolated from observed gravity values.
 DU2378
 DU2378;                    North         East    Units  Estimated Accuracy
 DU2378;SPC AZ C     -   265,370.      220,650.      MT  (+/- 180 meters Scaled)
 DU2378
 DU2378                          SUPERSEDED SURVEY CONTROL
 DU2378
 DU2378.No superseded survey control is available for this station.
 DU2378
 DU2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220952(NAD 83)
 DU2378_MARKER: I = METAL ROD
 DU2378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2378_SP_SET: STAINLESS STEEL ROD
 DU2378_STAMPING: C 522 1994
 DU2378_MARK LOGO: NGS   
 DU2378_PROJECTION: FLUSH
 DU2378_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2378+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU2378_ROD/PIPE-DEPTH: 4.3  meters
 DU2378
 DU2378  HISTORY     - Date     Condition        Report By
 DU2378  HISTORY     - 1994     MONUMENTED       NGS
 DU2378  HISTORY     - 19941012 GOOD             NGS
 DU2378  HISTORY     - 19941026 GOOD             NGS
 DU2378  HISTORY     - 20051216 GOOD             GEOCAC
 DU2378
 DU2378                          STATION DESCRIPTION
 DU2378
 DU2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2378'IN MESA, AT 230 SOUTHERN AVENUE, 19.0 M (62.3 FT) NORTH OF AND LEVEL
 DU2378'WITH THE AVENUE CENTER, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE
 DU2378'SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 6.8 M (22.3 FT)
 DU2378'NORTH OF A UTILITY LIGHT POLE, 3.0 M (9.8 FT) SOUTH OF A STEEL GATE
 DU2378'POST, 3.0 M (9.8 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 0.3 M
 DU2378'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 DU2378'POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (1994)
 DU2378
 DU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU2378'IN MESA, AT 230 SOUTHERN AVENUE, 19.0 M (62.3 FT) NORTH OF AND LEVEL
 DU2378'WITH THE AVENUE CENTER, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE
 DU2378'SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 6.8 M (22.3 FT)
 DU2378'NORTH OF A UTILITY LIGHT POLE, 3.0 M (9.8 FT) SOUTH OF A STEEL GATE
 DU2378'POST, 3.0 M (9.8 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0
 DU2378'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 DU2378'IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (1994)
 DU2378
 DU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2378'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2378'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2378'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2378'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2378'0.5 MILE (0.8 KM) TO THE INTERSECTION OF SOUTHERN AVENUE, TURN RIGHT
 DU2378'AND GO EAST ON SOUTHERN AVENUE FOR 0.15 MILE (0.24 KM) TO THE DIRT
 DU2378'DRIVEWAY LEFT AND THE STATION ON THE LEFT, 57.0 FEET (17.4 M) NORTH OF
 DU2378'AND LEVEL WITH THE AVENUE CENTER, 39.7 FEET (12.1 M) WEST-SOUTHWEST OF
 DU2378'THE SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 22.3 FEET (6.8
 DU2378'M) NORTH OF A UTILITY LIGHT POLE, 9.8 FEET (3.0 M) SOUTH OF A STEEL
 DU2378'GATE POST, 9.8 FEET (3.0 M) WEST OF THE CENTER OF A DRIVEWAY, AND 1.0
 DU2378'FOOT (0.3 M) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 DU2378'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (2005)
 DU2378
 DU2378'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2378'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2378'33 23 36.78 (N)   111 50 14.58 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0523 ***********************************************************************
 FR0523  DESIGNATION -  C 53
 FR0523  PID         -  FR0523
 FR0523  STATE/COUNTY-  AZ/MOHAVE
 FR0523  USGS QUAD   -  ANTARES (1980)
 FR0523
 FR0523                         *CURRENT SURVEY CONTROL
 FR0523  ___________________________________________________________________
 FR0523* NAD 83(1986)-  35 25 45.     (N)    113 46 07.     (W)     SCALED    
 FR0523* NAVD 88     -      1027.103  (meters)    3369.75   (feet)  POSTED    
 FR0523  ___________________________________________________________________
 FR0523  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0523  DYNAMIC HT  -        1025.890 (meters)    3365.77  (feet)  COMP
 FR0523  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 FR0523
 FR0523  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0523
 FR0523.The horizontal coordinates were scaled from a topographic map and have
 FR0523.an estimated accuracy of +/- 6 seconds.
 FR0523
 FR0523.The orthometric height was determined by differential leveling
 FR0523.and adjusted by the National Geodetic Survey in 1992..
 FR0523.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0523.rate of 1.1 thru 2.0 mm/km.
 FR0523
 FR0523.The geoid height was determined by GEOID03.
 FR0523
 FR0523.The dynamic height is computed by dividing the NAVD 88
 FR0523.geopotential number by the normal gravity value computed on the
 FR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0523.degrees latitude (g = 980.6199 gals.).
 FR0523
 FR0523.The modeled gravity was interpolated from observed gravity values.
 FR0523
 FR0523;                    North         East    Units  Estimated Accuracy
 FR0523;SPC AZ W     -   491,200.      211,670.      MT  (+/- 180 meters Scaled)
 FR0523
 FR0523                          SUPERSEDED SURVEY CONTROL
 FR0523
 FR0523  NGVD 29 (??/??/92) 1026.310  (m)         3367.15   (f) ADJ UNCH    1 1
 FR0523
 FR0523.Superseded values are not recommended for survey control.
 FR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0523.See file dsdata.txt to determine how the superseded data were derived.
 FR0523
 FR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE486241(NAD 83)
 FR0523_MARKER: DB = BENCH MARK DISK
 FR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0523_STAMPING: C 53 1934
 FR0523_MARK LOGO: CGS   
 FR0523_PROJECTION: PROJECTING 7 CENTIMETERS
 FR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0523+STABILITY: SURFACE MOTION
 FR0523
 FR0523  HISTORY     - Date     Condition        Report By
 FR0523  HISTORY     - 1934     MONUMENTED       CGS
 FR0523  HISTORY     - 1940     GOOD             NGS
 FR0523  HISTORY     - 1982     GOOD             NGS
 FR0523
 FR0523                          STATION DESCRIPTION
 FR0523
 FR0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0523'4.9 MI N FROM HACKBERRY.
 FR0523'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0523'HACKBERRY PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO
 FR0523'4.9 MILES.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF A RESERVOIR. 50
 FR0523'FEET WEST OF THE EAST EDGE OF A SMALL HILL. 9.0 FEET EAST OF THE
 FR0523'CENTER LINE OF THE ROAD. 2.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN
 FR0523'POST PROJECTING 2.0 FEET.  STD. DISK B M IN CONCRETE POST PROJECTING
 FR0523'0.5 FOOT.
 FR0523
 FR0523                          STATION RECOVERY (1982)
 FR0523
 FR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0523'41.4 KM (25.7 MILES) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0523'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 5.1 KM (3.2 MI)
 FR0523'NORTHWEST ALONG A DIRT ROAD, 6.1 METERS (20.0 FEET) NORTHEAST OF THE
 FR0523'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0376 ***********************************************************************
 GR0376  DESIGNATION -  C 54
 GR0376  PID         -  GR0376
 GR0376  STATE/COUNTY-  AZ/MOHAVE
 GR0376  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0376
 GR0376                         *CURRENT SURVEY CONTROL
 GR0376  ___________________________________________________________________
 GR0376* NAD 83(1986)-  36 04 14.     (N)    114 03 39.     (W)     SCALED    
 GR0376* NAVD 88     -       844.115  (meters)    2769.40   (feet)  POSTED    
 GR0376  ___________________________________________________________________
 GR0376  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0376  DYNAMIC HT  -         843.220 (meters)    2766.46  (feet)  COMP
 GR0376  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR0376
 GR0376  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0376
 GR0376.The horizontal coordinates were scaled from a topographic map and have
 GR0376.an estimated accuracy of +/- 6 seconds.
 GR0376
 GR0376.The orthometric height was determined by differential leveling
 GR0376.and adjusted by the National Geodetic Survey in 1992..
 GR0376.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0376.rate of 1.1 thru 2.0 mm/km.
 GR0376
 GR0376.The geoid height was determined by GEOID03.
 GR0376
 GR0376.The dynamic height is computed by dividing the NAVD 88
 GR0376.geopotential number by the normal gravity value computed on the
 GR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0376.degrees latitude (g = 980.6199 gals.).
 GR0376
 GR0376.The modeled gravity was interpolated from observed gravity values.
 GR0376
 GR0376;                    North         East    Units  Estimated Accuracy
 GR0376;SPC AZ W     -   562,400.      185,360.      MT  (+/- 180 meters Scaled)
 GR0376
 GR0376                          SUPERSEDED SURVEY CONTROL
 GR0376
 GR0376  NGVD 29 (??/??/92)  843.41   (m)         2767.1    (f) COMPUTED    1 1
 GR0376
 GR0376.Superseded values are not recommended for survey control.
 GR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0376.See file dsdata.txt to determine how the superseded data were derived.
 GR0376
 GR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647957(NAD 83)
 GR0376_MARKER: DB = BENCH MARK DISK
 GR0376_SETTING: 66 = SET IN ROCK OUTCROP
 GR0376_SP_SET: LIMESTONE OUTCROP
 GR0376_STAMPING: C 54 1954
 GR0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0376+STABILITY: POSITION/ELEVATION WELL
 GR0376
 GR0376  HISTORY     - Date     Condition        Report By
 GR0376  HISTORY     - 1934     MONUMENTED       CGS
 GR0376
 GR0376                          STATION DESCRIPTION
 GR0376
 GR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0376'60.4 MI N FROM HACKBERRY.
 GR0376'60.4 MILES NORTH ALONG ROAD TO PIERCES FERRY ON HACKBERRY TO PIERCES
 GR0376'FERRY ROAD, 8.0 MILES SOUTH OF PIERCES FERRY, ABOUT 43 FT. NORTH EAST
 GR0376'OF CENTER LINE OF ROAD IN NORTH EDGE OF LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0377 ***********************************************************************
 GR0377  DESIGNATION -  C 54 RESET
 GR0377  PID         -  GR0377
 GR0377  STATE/COUNTY-  AZ/MOHAVE
 GR0377  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0377
 GR0377                         *CURRENT SURVEY CONTROL
 GR0377  ___________________________________________________________________
 GR0377* NAD 83(1986)-  36 04 14.     (N)    114 03 39.     (W)     SCALED    
 GR0377* NAVD 88     -       846.076  (meters)    2775.83   (feet)  POSTED    
 GR0377  ___________________________________________________________________
 GR0377  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0377  DYNAMIC HT  -         845.180 (meters)    2772.89  (feet)  COMP
 GR0377  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR0377
 GR0377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0377
 GR0377.The horizontal coordinates were scaled from a topographic map and have
 GR0377.an estimated accuracy of +/- 6 seconds.
 GR0377
 GR0377.The orthometric height was determined by differential leveling
 GR0377.and adjusted by the National Geodetic Survey in 1992..
 GR0377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0377.rate of 0.0 thru 1.0 mm/km.
 GR0377
 GR0377.The geoid height was determined by GEOID03.
 GR0377
 GR0377.The dynamic height is computed by dividing the NAVD 88
 GR0377.geopotential number by the normal gravity value computed on the
 GR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0377.degrees latitude (g = 980.6199 gals.).
 GR0377
 GR0377.The modeled gravity was interpolated from observed gravity values.
 GR0377
 GR0377;                    North         East    Units  Estimated Accuracy
 GR0377;SPC AZ W     -   562,400.      185,360.      MT  (+/- 180 meters Scaled)
 GR0377
 GR0377                          SUPERSEDED SURVEY CONTROL
 GR0377
 GR0377  NGVD 29 (??/??/92)  845.371  (m)         2773.52   (f) ADJ UNCH    1 1
 GR0377
 GR0377.Superseded values are not recommended for survey control.
 GR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0377.See file dsdata.txt to determine how the superseded data were derived.
 GR0377
 GR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647957(NAD 83)
 GR0377_MARKER: DB = BENCH MARK DISK
 GR0377_SETTING: 80 = SET IN A BOULDER
 GR0377_SP_SET: BOULDER
 GR0377_STAMPING: C 54 1934 RESET 1941
 GR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0377+STABILITY: SURFACE MOTION
 GR0377
 GR0377  HISTORY     - Date     Condition        Report By
 GR0377  HISTORY     - 1941     MONUMENTED       CGS
 GR0377  HISTORY     - 1950     GOOD             NGS
 GR0377  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0377
 GR0377                          STATION DESCRIPTION
 GR0377
 GR0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0377'6.1 MI SW FROM PIERCES FERRY.
 GR0377'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0377'STATION AT PIERCES FERRY, THENCE 5.6 MILES SOUTHWEST ALONG AN OLD
 GR0377'ABANDONED ROAD, ABOUT 100 YARDS NORTHWEST OF THE JUNCTION OF A ROAD
 GR0377'LEADING NORTHEAST TO THE PIERCES FERRY AIRPORT, AT A JUNCTION OF THE
 GR0377'PARK SERVICE ROAD, IN THE TOP OF THE APPROXIMATE CENTER OF A LARGE
 GR0377'FLAT TOP SLOPING BOULDER, 65 FEET WEST OF THE CENTER LINE OF THE PARK
 GR0377'SERVICE ROAD, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 GR0377'ABOUT 15 FEET HIGHER THAN THE ROAD.
 GR0377
 GR0377                          STATION RECOVERY (1979)
 GR0377
 GR0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0239 ***********************************************************************
 GR0239  DESIGNATION -  C 55
 GR0239  PID         -  GR0239
 GR0239  STATE/COUNTY-  AZ/MOHAVE
 GR0239  USGS QUAD   -  AZURE RIDGE (1983)
 GR0239
 GR0239                         *CURRENT SURVEY CONTROL
 GR0239  ___________________________________________________________________
 GR0239* NAD 83(1986)-  36 22 25.     (N)    114 01 42.     (W)     SCALED    
 GR0239* NAVD 88     -       614.165  (meters)    2014.97   (feet)  POSTED    
 GR0239  ___________________________________________________________________
 GR0239  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0239  DYNAMIC HT  -         613.540 (meters)    2012.92  (feet)  COMP
 GR0239  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 GR0239
 GR0239  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0239
 GR0239.The horizontal coordinates were scaled from a topographic map and have
 GR0239.an estimated accuracy of +/- 6 seconds.
 GR0239
 GR0239.The orthometric height was determined by differential leveling
 GR0239.and adjusted by the National Geodetic Survey in 1992..
 GR0239.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0239.rate of 0.0 thru 1.0 mm/km.
 GR0239
 GR0239.The geoid height was determined by GEOID03.
 GR0239
 GR0239.The dynamic height is computed by dividing the NAVD 88
 GR0239.geopotential number by the normal gravity value computed on the
 GR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0239.degrees latitude (g = 980.6199 gals.).
 GR0239
 GR0239.The modeled gravity was interpolated from observed gravity values.
 GR0239
 GR0239;                    North         East    Units  Estimated Accuracy
 GR0239;SPC AZ W     -   596,020.      188,390.      MT  (+/- 180 meters Scaled)
 GR0239
 GR0239                          SUPERSEDED SURVEY CONTROL
 GR0239
 GR0239  NGVD 29 (??/??/92)  613.461  (m)         2012.66   (f) ADJ UNCH    1 1
 GR0239
 GR0239.Superseded values are not recommended for survey control.
 GR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0239.See file dsdata.txt to determine how the superseded data were derived.
 GR0239
 GR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665294(NAD 83)
 GR0239_MARKER: DB = BENCH MARK DISK
 GR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0239_STAMPING: C 55 1934
 GR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0239+STABILITY: SURFACE MOTION
 GR0239
 GR0239  HISTORY     - Date     Condition        Report By
 GR0239  HISTORY     - 1934     MONUMENTED       CGS
 GR0239  HISTORY     - 1950     GOOD             NGS
 GR0239
 GR0239                          STATION DESCRIPTION
 GR0239
 GR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0239'35.4 MI S FROM RIVERSIDE, NV.
 GR0239'35.4 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0239'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, AT
 GR0239'THE WEST END OF A NARROW RIDGE BETWEEN TWO WASHES, 57 FEET SOUTHEAST
 GR0239'OF A JOSHUA TREE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.8
 GR0239'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 GR0239'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0835 ***********************************************************************
 DV0835  DESIGNATION -  C 56
 DV0835  PID         -  DV0835
 DV0835  STATE/COUNTY-  AZ/MARICOPA
 DV0835  USGS QUAD   -  VALENCIA (1982)
 DV0835
 DV0835                         *CURRENT SURVEY CONTROL
 DV0835  ___________________________________________________________________
 DV0835* NAD 83(1986)-  33 22 39.     (N)    112 35 05.     (W)     SCALED    
 DV0835* NAVD 88     -       271.88   (+/-2cm)     892.0    (feet)  VERTCON   
 DV0835  ___________________________________________________________________
 DV0835  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0835
 DV0835  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0835
 DV0835.The horizontal coordinates were scaled from a topographic map and have
 DV0835.an estimated accuracy of +/- 6 seconds.
 DV0835
 DV0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0835.The vertical order pertains to the NGVD 29 superseded value.
 DV0835
 DV0835.The geoid height was determined by GEOID03.
 DV0835
 DV0835;                    North         East    Units  Estimated Accuracy
 DV0835;SPC AZ C     -   263,810.      151,200.      MT  (+/- 180 meters Scaled)
 DV0835
 DV0835                          SUPERSEDED SURVEY CONTROL
 DV0835
 DV0835  NGVD 29 (??/??/92)  271.237  (m)          889.88   (f) ADJ UNCH    1 2
 DV0835
 DV0835.Superseded values are not recommended for survey control.
 DV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0835.See file dsdata.txt to determine how the superseded data were derived.
 DV0835
 DV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB525942(NAD 83)
 DV0835_MARKER: DB = BENCH MARK DISK
 DV0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0835_SP_SET: BUILDING
 DV0835_STAMPING: C 56 1934
 DV0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0835
 DV0835  HISTORY     - Date     Condition        Report By
 DV0835  HISTORY     - 1934     MONUMENTED       CGS
 DV0835  HISTORY     - 1952     GOOD             NGS
 DV0835  HISTORY     - 1962     GOOD             NGS
 DV0835  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0835
 DV0835                          STATION DESCRIPTION
 DV0835
 DV0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0835'IN BUCKEYE.
 DV0835'AT BUCKEYE SET VERTICALLY IN THE NINTH COURSE OF THE BRICK WALL OF THE
 DV0835'SOUTHERN PACIFIC COMPANY RAILROAD STATION, AND 6 FEET EAST OF THE MAIN
 DV0835'ENTRANCE TO THE TICKET OFFICE.
 DV0835
 DV0835                          STATION RECOVERY (1962)
 DV0835
 DV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0835'RECOVERED IN GOOD CONDITION.
 DV0835
 DV0835                          STATION RECOVERY (1992)
 DV0835
 DV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0835'THE RAILROAD STATION HAS BEEN RAZED.  ASSUMED DESTYROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0174 ***********************************************************************
 ET0174  DESIGNATION -  C 57
 ET0174  PID         -  ET0174
 ET0174  STATE/COUNTY-  AZ/YAVAPAI
 ET0174  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0174
 ET0174                         *CURRENT SURVEY CONTROL
 ET0174  ___________________________________________________________________
 ET0174* NAD 83(1986)-  34 02 55.     (N)    112 08 58.     (W)     SCALED    
 ET0174* NAVD 88     -       616.72   (+/-2cm)    2023.4    (feet)  VERTCON   
 ET0174  ___________________________________________________________________
 ET0174  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 ET0174
 ET0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0174
 ET0174.The horizontal coordinates were scaled from a topographic map and have
 ET0174.an estimated accuracy of +/- 6 seconds.
 ET0174
 ET0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0174.The vertical order pertains to the NGVD 29 superseded value.
 ET0174
 ET0174.The geoid height was determined by GEOID03.
 ET0174
 ET0174;                    North         East    Units  Estimated Accuracy
 ET0174;SPC AZ C     -   338,070.      191,870.      MT  (+/- 180 meters Scaled)
 ET0174
 ET0174                          SUPERSEDED SURVEY CONTROL
 ET0174
 ET0174  NGVD 29 (??/??/92)  616.106  (m)         2021.34   (f) ADJ UNCH    2 0
 ET0174
 ET0174.Superseded values are not recommended for survey control.
 ET0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0174.See file dsdata.txt to determine how the superseded data were derived.
 ET0174
 ET0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939681(NAD 83)
 ET0174_MARKER: DB = BENCH MARK DISK
 ET0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0174_SP_SET: BUILDING
 ET0174_STAMPING: C 57 1934 2021.292
 ET0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0174
 ET0174  HISTORY     - Date     Condition        Report By
 ET0174  HISTORY     - 1934     MONUMENTED       CGS
 ET0174  HISTORY     - 1952     GOOD             NGS
 ET0174  HISTORY     - 1959     GOOD             NGS
 ET0174
 ET0174                          STATION DESCRIPTION
 ET0174
 ET0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0174'IN ROCK SPRINGS.
 ET0174'AT ROCK SPRINGS, SET VERTICALLY IN THE EAST CONCRETE BLOCK FACE OF THE
 ET0174'GENERAL STORE, 27.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 ET0174'BUILDING, 15 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, AND 3.0
 ET0174'FEET ABOVE THE GROUND.
 ET0174
 ET0174                          STATION RECOVERY (1959)
 ET0174
 ET0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0156 ***********************************************************************
 FQ0156  DESIGNATION -  C 6
 FQ0156  PID         -  FQ0156
 FQ0156  STATE/COUNTY-  AZ/COCONINO
 FQ0156  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0156
 FQ0156                         *CURRENT SURVEY CONTROL
 FQ0156  ___________________________________________________________________
 FQ0156* NAD 83(1986)-  35 45 36.     (N)    111 29 29.     (W)     SCALED    
 FQ0156* NAVD 88     -      1511.746  (meters)    4959.79   (feet)  POSTED    
 FQ0156  ___________________________________________________________________
 FQ0156  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0156  DYNAMIC HT  -        1509.820 (meters)    4953.47  (feet)  COMP
 FQ0156  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 FQ0156
 FQ0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0156
 FQ0156.The horizontal coordinates were scaled from a topographic map and have
 FQ0156.an estimated accuracy of +/- 6 seconds.
 FQ0156
 FQ0156.The orthometric height was determined by differential leveling
 FQ0156.and adjusted by the National Geodetic Survey in 1992..
 FQ0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0156.rate of 1.1 thru 2.0 mm/km.
 FQ0156
 FQ0156.The geoid height was determined by GEOID03.
 FQ0156
 FQ0156.The dynamic height is computed by dividing the NAVD 88
 FQ0156.geopotential number by the normal gravity value computed on the
 FQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0156.degrees latitude (g = 980.6199 gals.).
 FQ0156
 FQ0156.The modeled gravity was interpolated from observed gravity values.
 FQ0156
 FQ0156;                    North         East    Units  Estimated Accuracy
 FQ0156;SPC AZ C     -   527,970.      251,820.      MT  (+/- 180 meters Scaled)
 FQ0156
 FQ0156                          SUPERSEDED SURVEY CONTROL
 FQ0156
 FQ0156  NGVD 29 (??/??/92) 1510.870  (m)         4956.91   (f) ADJ UNCH    1 2
 FQ0156
 FQ0156.Superseded values are not recommended for survey control.
 FQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0156.See file dsdata.txt to determine how the superseded data were derived.
 FQ0156
 FQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE555574(NAD 83)
 FQ0156_MARKER: DB = BENCH MARK DISK
 FQ0156_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0156_SP_SET: UNSPEC. ROCK
 FQ0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0156
 FQ0156  HISTORY     - Date     Condition        Report By
 FQ0156  HISTORY     - UNK      MONUMENTED       CGS
 FQ0156  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0156
 FQ0156                          STATION DESCRIPTION
 FQ0156
 FQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0156'9.5 MI S FROM CAMERON.
 FQ0156'1.9 MILE SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0156'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 7.6
 FQ0156'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  20 FEET EAST OF
 FQ0156'THE EAST BRANCH OF THE OLD ROAD AT ITS DESCENT DOWN A LONG SLOPE
 FQ0156'COVERED WITH WHITE ROCKS, HALFWAY DOWN THE SLOPE, AND IN ROCK NEAR A
 FQ0156'PILE OF ROCKS.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0512 ***********************************************************************
 FS0512  DESIGNATION -  C 60
 FS0512  PID         -  FS0512
 FS0512  STATE/COUNTY-  AZ/MOHAVE
 FS0512  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0512
 FS0512                         *CURRENT SURVEY CONTROL
 FS0512  ___________________________________________________________________
 FS0512* NAD 83(1986)-  35 27 56.     (N)    114 18 33.     (W)     SCALED    
 FS0512* NAVD 88     -       988.832  (meters)    3244.19   (feet)  ADJUSTED  
 FS0512  ___________________________________________________________________
 FS0512  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0512  DYNAMIC HT  -         987.686 (meters)    3240.43  (feet)  COMP
 FS0512  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 FS0512  OBS GRAVITY -     979,442.0   (mgal)                       GRAV_OBS
 FS0512
 FS0512  VERT ORDER  -  FIRST     CLASS II
 FS0512
 FS0512.The horizontal coordinates were scaled from a topographic map and have
 FS0512.an estimated accuracy of +/- 6 seconds.
 FS0512
 FS0512.The orthometric height was determined by differential leveling
 FS0512.and adjusted by the National Geodetic Survey in June 1991..
 FS0512
 FS0512.The geoid height was determined by GEOID03.
 FS0512
 FS0512.The dynamic height is computed by dividing the NAVD 88
 FS0512.geopotential number by the normal gravity value computed on the
 FS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0512.degrees latitude (g = 980.6199 gals.).
 FS0512
 FS0512.The modeled gravity was interpolated from observed gravity values.
 FS0512.The observed gravity was obtained from relative gravimeter ties
 FS0512.to the IGSN71 gravity network.
 FS0512
 FS0512;                    North         East    Units  Estimated Accuracy
 FS0512;SPC AZ W     -   495,380.      162,610.      MT  (+/- 180 meters Scaled)
 FS0512
 FS0512                          SUPERSEDED SURVEY CONTROL
 FS0512
 FS0512  NGVD 29 (??/??/92)  988.028  (m)         3241.56   (f) ADJ UNCH    1 2
 FS0512
 FS0512.Superseded values are not recommended for survey control.
 FS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0512.See file dsdata.txt to determine how the superseded data were derived.
 FS0512
 FS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV441280(NAD 83)
 FS0512_MARKER: DB = BENCH MARK DISK
 FS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0512_STAMPING: C 60 1934
 FS0512_MARK LOGO: CGS   
 FS0512_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0512+STABILITY: SURFACE MOTION
 FS0512
 FS0512  HISTORY     - Date     Condition        Report By
 FS0512  HISTORY     - 1934     MONUMENTED       CGS
 FS0512  HISTORY     - 1940     GOOD             NGS
 FS0512  HISTORY     - 1982     GOOD             NGS
 FS0512
 FS0512                          STATION DESCRIPTION
 FS0512
 FS0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0512'8.7 MI NW FROM CHLORIDE.
 FS0512'8.7 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, MOHAVE
 FS0512'COUNTY, 2.0 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 FS0512'93, 260 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 210
 FS0512'FEET NORTH OF POWER-TRANSMISSION LINE POLE 469, 29 FEET SOUTHWEST
 FS0512'OF THE CENTERLINE OF THE OLD ROAD, AND 3 FEET SOUTH OF A WHITE
 FS0512'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 60 1934 AND SET
 FS0512'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0512
 FS0512                          STATION RECOVERY (1982)
 FS0512
 FS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0512'8.7 KM (5.4 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0512'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 0.4 KM (0.25 MI) SOUTHEAST
 FS0512'OF MILEPOST 47, 79.1 METERS (260 FT) SOUTHWEST OF THE CENTERLINE OF
 FS0512'THE HIGHWAY, 61.9 METERS (210 FT) NORTH OF POWER LINE POLE 469, 8.8
 FS0512'METERS (29 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD.
 FS0512'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FS0512'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0002 ***********************************************************************
 FR0002  DESIGNATION -  C 61
 FR0002  PID         -  FR0002
 FR0002  STATE/COUNTY-  AZ/COCONINO
 FR0002  USGS QUAD   -  HOWARD LAKE (1989)
 FR0002
 FR0002                         *CURRENT SURVEY CONTROL
 FR0002  ___________________________________________________________________
 FR0002* NAD 83(1986)-  35 32 44.     (N)    112 11 08.     (W)     SCALED    
 FR0002* NAVD 88     -      1837.985  (meters)    6030.12   (feet)  POSTED    
 FR0002  ___________________________________________________________________
 FR0002  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FR0002  DYNAMIC HT  -        1835.530 (meters)    6022.07  (feet)  COMP
 FR0002  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 FR0002
 FR0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0002
 FR0002.The horizontal coordinates were scaled from a topographic map and have
 FR0002.an estimated accuracy of +/- 6 seconds.
 FR0002
 FR0002.The orthometric height was determined by differential leveling
 FR0002.and adjusted by the National Geodetic Survey in 1992..
 FR0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0002.rate of 0.0 thru 1.0 mm/km.
 FR0002
 FR0002.The geoid height was determined by GEOID03.
 FR0002
 FR0002.The dynamic height is computed by dividing the NAVD 88
 FR0002.geopotential number by the normal gravity value computed on the
 FR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0002.degrees latitude (g = 980.6199 gals.).
 FR0002
 FR0002.The modeled gravity was interpolated from observed gravity values.
 FR0002
 FR0002;                    North         East    Units  Estimated Accuracy
 FR0002;SPC AZ C     -   504,130.      188,980.      MT  (+/- 180 meters Scaled)
 FR0002
 FR0002                          SUPERSEDED SURVEY CONTROL
 FR0002
 FR0002  NGVD 29 (??/??/92) 1837.088  (m)         6027.18   (f) ADJ UNCH    2 0
 FR0002
 FR0002.Superseded values are not recommended for survey control.
 FR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0002.See file dsdata.txt to determine how the superseded data were derived.
 FR0002
 FR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925341(NAD 83)
 FR0002_MARKER: DB = BENCH MARK DISK
 FR0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0002_SP_SET: ABUTMENT
 FR0002_STAMPING: C 61 1934
 FR0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0002
 FR0002  HISTORY     - Date     Condition        Report By
 FR0002  HISTORY     - 1934     MONUMENTED       CGS
 FR0002  HISTORY     - 1955     GOOD             NGS
 FR0002
 FR0002                          STATION DESCRIPTION
 FR0002
 FR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0002'22.0 MI N FROM WILLIAMS.
 FR0002'ABOUT 22.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0002'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 11 POLES NORTH OF
 FR0002'MILEPOST 21, AT BRIDGE 22 A, IN THE TOP OF THE SOUTH CONCRETE
 FR0002'ABUTMENT, AND 5.5 FEET WEST OF THE CENTER LINE OF THE TRACK. A
 FR0002'STANDARD DISK, STAMPED C 61 1934.
 FR0002
 FR0002                          STATION RECOVERY (1955)
 FR0002
 FR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0178 ***********************************************************************
 GP0178  DESIGNATION -  C 62
 GP0178  PID         -  GP0178
 GP0178  STATE/COUNTY-  AZ/COCONINO
 GP0178  USGS QUAD   -  DESERT VIEW (1988)
 GP0178
 GP0178                         *CURRENT SURVEY CONTROL
 GP0178  ___________________________________________________________________
 GP0178* NAD 83(1986)-  36 00 53.     (N)    111 52 07.     (W)     SCALED    
 GP0178* NAVD 88     -      2201.259  (meters)    7221.96   (feet)  POSTED    
 GP0178  ___________________________________________________________________
 GP0178  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0178  DYNAMIC HT  -        2198.240 (meters)    7212.06  (feet)  COMP
 GP0178  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 GP0178
 GP0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0178
 GP0178.The horizontal coordinates were scaled from a topographic map and have
 GP0178.an estimated accuracy of +/- 6 seconds.
 GP0178
 GP0178.The orthometric height was determined by differential leveling
 GP0178.and adjusted by the National Geodetic Survey in 1992..
 GP0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0178.rate of 0.0 thru 1.0 mm/km.
 GP0178
 GP0178.The geoid height was determined by GEOID03.
 GP0178
 GP0178.The dynamic height is computed by dividing the NAVD 88
 GP0178.geopotential number by the normal gravity value computed on the
 GP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0178.degrees latitude (g = 980.6199 gals.).
 GP0178
 GP0178.The modeled gravity was interpolated from observed gravity values.
 GP0178
 GP0178;                    North         East    Units  Estimated Accuracy
 GP0178;SPC AZ C     -   556,150.      217,690.      MT  (+/- 180 meters Scaled)
 GP0178
 GP0178                          SUPERSEDED SURVEY CONTROL
 GP0178
 GP0178  NGVD 29 (??/??/92) 2200.209  (m)         7218.52   (f) ADJ UNCH    2 0
 GP0178
 GP0178.Superseded values are not recommended for survey control.
 GP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0178.See file dsdata.txt to determine how the superseded data were derived.
 GP0178
 GP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE217859(NAD 83)
 GP0178_MARKER: DB = BENCH MARK DISK
 GP0178_SETTING: 66 = SET IN ROCK OUTCROP
 GP0178_SP_SET: LIMESTONE OUTCROP
 GP0178_STAMPING: C 62 1934
 GP0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0178+STABILITY: POSITION/ELEVATION WELL
 GP0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0178+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 GP0178
 GP0178  HISTORY     - Date     Condition        Report By
 GP0178  HISTORY     - 1934     MONUMENTED       CGS
 GP0178  HISTORY     - 20050416 GOOD             NGS
 GP0178
 GP0178                          STATION DESCRIPTION
 GP0178
 GP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0178'21.3 MI E FROM GRAND CANYON.
 GP0178'ABOUT 21.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0178'GRAND CANYON, COCONINO COUNTY, ABOUT 50 YARDS EAST OF THE EAST
 GP0178'ENTRANCE TO THE MUSEUM OF ARCHAEOLOGY, 54 FEET NORTH OF THE CENTER
 GP0178'LINE OF THE HIGHWAY, 2 FEET EAST OF A SMALL ROCK MOUND, AND IN THE TOP
 GP0178'OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED C 62 1934.
 GP0178
 GP0178                          STATION RECOVERY (2005)
 GP0178
 GP0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0178'STATION IS IN GRAND CANYON NAT'L PARK, AZ, ABOUT 100 YARDS EAST ALONG
 GP0178'AZ 64 FROM INTERSECTION SOUTH TO TUSAYAN MUSEUM AND RUINS, 54 FEET
 GP0178'NORTH OF CENTER OF HWY, ABOUT 16 YARDS NW OF SIGN FOR TUSAYAN, IN AREA
 GP0178'OF MODERATE BRUSH, NEXT TO ROCK CAIRN AND AT ROAD HEIGHT.  DISK IS
 GP0178'CEMENTED INTO BEDROCK (WITH HEXAGONAL MOLD).
 GP0178'GRAVITY BASE STATION 'DESERT VIEW,' HUS 322, IS AT NORTH SIDE OF
 GP0178'INTERSECTION AND 4 FEET HIGHER THAN BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0131 ***********************************************************************
 FQ0131  DESIGNATION -  C 64
 FQ0131  PID         -  FQ0131
 FQ0131  STATE/COUNTY-  AZ/NAVAJO
 FQ0131  USGS QUAD   -  MOWA'API (1991)
 FQ0131
 FQ0131                         *CURRENT SURVEY CONTROL
 FQ0131  ___________________________________________________________________
 FQ0131* NAD 83(1986)-  35 52 24.     (N)    110 38 05.     (W)     SCALED    
 FQ0131* NAVD 88     -      1828.289  (meters)    5998.31   (feet)  ADJUSTED  
 FQ0131  ___________________________________________________________________
 FQ0131  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FQ0131  DYNAMIC HT  -        1825.944 (meters)    5990.62  (feet)  COMP
 FQ0131  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 FQ0131
 FQ0131  VERT ORDER  -  SECOND    CLASS 0
 FQ0131
 FQ0131.The horizontal coordinates were scaled from a topographic map and have
 FQ0131.an estimated accuracy of +/- 6 seconds.
 FQ0131
 FQ0131.The orthometric height was determined by differential leveling
 FQ0131.and adjusted by the National Geodetic Survey in June 1991..
 FQ0131
 FQ0131.The geoid height was determined by GEOID03.
 FQ0131
 FQ0131.The dynamic height is computed by dividing the NAVD 88
 FQ0131.geopotential number by the normal gravity value computed on the
 FQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0131.degrees latitude (g = 980.6199 gals.).
 FQ0131
 FQ0131.The modeled gravity was interpolated from observed gravity values.
 FQ0131
 FQ0131;                    North         East    Units  Estimated Accuracy
 FQ0131;SPC AZ E     -   540,560.      171,100.      MT  (+/- 180 meters Scaled)
 FQ0131
 FQ0131                          SUPERSEDED SURVEY CONTROL
 FQ0131
 FQ0131  NGVD 29 (??/??/92) 1827.428  (m)         5995.49   (f) ADJ UNCH    2 0
 FQ0131
 FQ0131.Superseded values are not recommended for survey control.
 FQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0131.See file dsdata.txt to determine how the superseded data were derived.
 FQ0131
 FQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE329699(NAD 83)
 FQ0131_MARKER: DB = BENCH MARK DISK
 FQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0131_SP_SET: SANDSTONE OUTCROP
 FQ0131_STAMPING: C 64 1934
 FQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0131+STABILITY: POSITION/ELEVATION WELL
 FQ0131
 FQ0131  HISTORY     - Date     Condition        Report By
 FQ0131  HISTORY     - 1934     MONUMENTED       CGS
 FQ0131  HISTORY     - 19860527 MARK NOT FOUND   USGS
 FQ0131
 FQ0131                          STATION DESCRIPTION
 FQ0131
 FQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0131'0.8 MI NW FROM ORAIBI.
 FQ0131'0.8 MILE NORTHWEST ALONG THE TUBA CITY ROAD FROM ORAIBI, NAVAJO
 FQ0131'COUNTY, AT THE TOP OF A STEEP HILL, AT A CURVE IN THE ROAD, 80 YARDS
 FQ0131'NORTH OF THE CROSSING OF A ROW OF POLES, 69 YARDS EAST OF A STONE
 FQ0131'CHURCH, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 FQ0131'A GRAY SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED C 64 1934.
 FQ0131
 FQ0131                          STATION RECOVERY (1986)
 FQ0131
 FQ0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0312 ***********************************************************************
 ES0312  DESIGNATION -  C 65
 ES0312  PID         -  ES0312
 ES0312  STATE/COUNTY-  AZ/GILA
 ES0312  USGS QUAD   -  PAYSON NORTH (1973)
 ES0312
 ES0312                         *CURRENT SURVEY CONTROL
 ES0312  ___________________________________________________________________
 ES0312* NAD 83(1986)-  34 15 25.     (N)    111 15 51.     (W)     SCALED    
 ES0312* NAVD 88     -      1430.505  (meters)    4693.25   (feet)  ADJUSTED  
 ES0312  ___________________________________________________________________
 ES0312  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 ES0312  DYNAMIC HT  -        1428.546 (meters)    4686.82  (feet)  COMP
 ES0312  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 ES0312
 ES0312  VERT ORDER  -  SECOND    CLASS 0
 ES0312
 ES0312.The horizontal coordinates were scaled from a topographic map and have
 ES0312.an estimated accuracy of +/- 6 seconds.
 ES0312
 ES0312.The orthometric height was determined by differential leveling
 ES0312.and adjusted by the National Geodetic Survey in June 1991..
 ES0312
 ES0312.The geoid height was determined by GEOID03.
 ES0312
 ES0312.The dynamic height is computed by dividing the NAVD 88
 ES0312.geopotential number by the normal gravity value computed on the
 ES0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0312.degrees latitude (g = 980.6199 gals.).
 ES0312
 ES0312.The modeled gravity was interpolated from observed gravity values.
 ES0312
 ES0312;                    North         East    Units  Estimated Accuracy
 ES0312;SPC AZ E     -   361,700.      112,280.      MT  (+/- 180 meters Scaled)
 ES0312
 ES0312                          SUPERSEDED SURVEY CONTROL
 ES0312
 ES0312  NGVD 29 (??/??/92) 1429.752  (m)         4690.78   (f) ADJ UNCH    2 0
 ES0312
 ES0312.Superseded values are not recommended for survey control.
 ES0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0312.See file dsdata.txt to determine how the superseded data were derived.
 ES0312
 ES0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC756906(NAD 83)
 ES0312_MARKER: DB = BENCH MARK DISK
 ES0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0312_STAMPING: C 65 1934
 ES0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0312+STABILITY: SURFACE MOTION
 ES0312
 ES0312  HISTORY     - Date     Condition        Report By
 ES0312  HISTORY     - 1934     MONUMENTED       CGS
 ES0312  HISTORY     - 1973     GOOD             USGS
 ES0312
 ES0312                          STATION DESCRIPTION
 ES0312
 ES0312'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0312'5.6 MI NE FROM PAYSON.
 ES0312'FROM THE POST OFFICE IN PAYSON GO EAST ON MAIN ST. FOR 0.6 MI. THENCE
 ES0312'NORTH ON STATE HIGHWAY FOR 0.5 MI. TO JUNCTION HIGHWAYS 87 AND 160.
 ES0312'THENCE EAST ON STATE HIGHWAY 160 FOR 3.4 MILES TO A T RD. NORTH AND
 ES0312'END OF TRUCK TRAVEL.  PACK NORTH ACROSS FIELD FOR 0.1 MI. ACROSS DITCH
 ES0312'TO OLD ABANDONED ROAD.  HIKE UP ROAD ABOUT 750 FT. TO BM ON LEFT SIDE
 ES0312'OF TRAIL.  30 FEET WEST OF TRAIL SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0319 ***********************************************************************
 CZ0319  DESIGNATION -  C 67
 CZ0319  PID         -  CZ0319
 CZ0319  STATE/COUNTY-  AZ/PINAL
 CZ0319  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0319
 CZ0319                         *CURRENT SURVEY CONTROL
 CZ0319  ___________________________________________________________________
 CZ0319* NAD 83(1986)-  32 34 41.     (N)    110 57 01.     (W)     SCALED    
 CZ0319* NAVD 88     -      1055.00   (+/-2cm)    3461.3    (feet)  VERTCON   
 CZ0319  ___________________________________________________________________
 CZ0319  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0319
 CZ0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0319
 CZ0319.The horizontal coordinates were scaled from a topographic map and have
 CZ0319.an estimated accuracy of +/- 6 seconds.
 CZ0319
 CZ0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0319.The vertical order pertains to the NGVD 29 superseded value.
 CZ0319
 CZ0319.The geoid height was determined by GEOID03.
 CZ0319
 CZ0319;                    North         East    Units  Estimated Accuracy
 CZ0319;SPC AZ C     -   175,370.      304,090.      MT  (+/- 180 meters Scaled)
 CZ0319
 CZ0319                          SUPERSEDED SURVEY CONTROL
 CZ0319
 CZ0319  NGVD 29 (??/??/92) 1054.290  (m)         3458.95   (f) ADJ UNCH    2 0
 CZ0319
 CZ0319.Superseded values are not recommended for survey control.
 CZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0319.See file dsdata.txt to determine how the superseded data were derived.
 CZ0319
 CZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB046045(NAD 83)
 CZ0319_MARKER: DB = BENCH MARK DISK
 CZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0319_STAMPING: C 67 1934
 CZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0319+STABILITY: SURFACE MOTION
 CZ0319
 CZ0319  HISTORY     - Date     Condition        Report By
 CZ0319  HISTORY     - 1934     MONUMENTED       CGS
 CZ0319
 CZ0319                          STATION DESCRIPTION
 CZ0319
 CZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0319'1.9 MI N FROM WALNUT WELLS.
 CZ0319'1.9 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, PINAL COUNTY,
 CZ0319'AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CZ0319'STAMPED C 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0187 ***********************************************************************
 FR0187  DESIGNATION -  C 67
 FR0187  PID         -  FR0187
 FR0187  STATE/COUNTY-  AZ/YAVAPAI
 FR0187  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0187
 FR0187                         *CURRENT SURVEY CONTROL
 FR0187  ___________________________________________________________________
 FR0187* NAD 83(1986)-  35 22 07.     (N)    112 58 37.     (W)     SCALED    
 FR0187* NAVD 88     -      1578.276  (meters)    5178.06   (feet)  ADJUSTED  
 FR0187  ___________________________________________________________________
 FR0187  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0187  DYNAMIC HT  -        1576.207 (meters)    5171.27  (feet)  COMP
 FR0187  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 FR0187
 FR0187  VERT ORDER  -  FIRST     CLASS II
 FR0187
 FR0187.The horizontal coordinates were scaled from a topographic map and have
 FR0187.an estimated accuracy of +/- 6 seconds.
 FR0187
 FR0187.The orthometric height was determined by differential leveling
 FR0187.and adjusted by the National Geodetic Survey in June 1991..
 FR0187
 FR0187.The geoid height was determined by GEOID03.
 FR0187
 FR0187.The dynamic height is computed by dividing the NAVD 88
 FR0187.geopotential number by the normal gravity value computed on the
 FR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0187.degrees latitude (g = 980.6199 gals.).
 FR0187
 FR0187.The modeled gravity was interpolated from observed gravity values.
 FR0187
 FR0187;                    North         East    Units  Estimated Accuracy
 FR0187;SPC AZ C     -   484,980.      117,010.      MT  (+/- 180 meters Scaled)
 FR0187
 FR0187                          SUPERSEDED SURVEY CONTROL
 FR0187
 FR0187  NGVD 29 (??/??/92) 1577.385  (m)         5175.14   (f) ADJ UNCH    1 2
 FR0187
 FR0187.Superseded values are not recommended for survey control.
 FR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0187.See file dsdata.txt to determine how the superseded data were derived.
 FR0187
 FR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE204157(NAD 83)
 FR0187_MARKER: DB = BENCH MARK DISK
 FR0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0187_STAMPING: C 67 1935
 FR0187_MARK LOGO: CGS   
 FR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0187+STABILITY: SURFACE MOTION
 FR0187
 FR0187  HISTORY     - Date     Condition        Report By
 FR0187  HISTORY     - 1935     MONUMENTED       CGS
 FR0187  HISTORY     - 1968     GOOD             NGS
 FR0187  HISTORY     - 1982     GOOD             NGS
 FR0187
 FR0187                          STATION DESCRIPTION
 FR0187
 FR0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0187'6.95 MI W FROM SELIGMAN.
 FR0187'6.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0187'THE STATION AT SELIGMAN, 0.25 MILE SOUTHEAST OF MILEPOST 436, 3 POLES
 FR0187'NORTHWEST OF SEMAPHORE 4351, IN THE TOP OF THE CENTER OF THE NORTHEAST
 FR0187'CONCRETE HEADWALL OF DOUBLE CONCRETE PIPE CULVERTS, 15.0 FEET
 FR0187'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AND ABOUT 3
 FR0187'FEET LOWER THAN THE TRACK.
 FR0187
 FR0187                          STATION RECOVERY (1982)
 FR0187
 FR0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0187'RECOVERED IN GOOD CONDITION. THE MARK IS 3 POLES SOUTHEAST OF A SEMIPH
 FR0187'NOT NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0770 ***********************************************************************
 DU0770  DESIGNATION -  C 68
 DU0770  PID         -  DU0770
 DU0770  STATE/COUNTY-  AZ/MARICOPA
 DU0770  USGS QUAD   -  HIGLEY (1981)
 DU0770
 DU0770                         *CURRENT SURVEY CONTROL
 DU0770  ___________________________________________________________________
 DU0770* NAD 83(1986)-  33 19 35.     (N)    111 44 53.     (W)     SCALED    
 DU0770* NAVD 88     -       388.41   (+/-2cm)    1274.3    (feet)  VERTCON   
 DU0770  ___________________________________________________________________
 DU0770  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0770
 DU0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0770
 DU0770.The horizontal coordinates were scaled from a topographic map and have
 DU0770.an estimated accuracy of +/- 6 seconds.
 DU0770
 DU0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0770.The vertical order pertains to the NGVD 29 superseded value.
 DU0770
 DU0770.The geoid height was determined by GEOID03.
 DU0770
 DU0770;                    North         East    Units  Estimated Accuracy
 DU0770;SPC AZ C     -   257,960.      229,060.      MT  (+/- 180 meters Scaled)
 DU0770
 DU0770                          SUPERSEDED SURVEY CONTROL
 DU0770
 DU0770  NGVD 29 (??/??/92)  387.900  (m)         1272.64   (f) ADJ UNCH    2 0
 DU0770
 DU0770.Superseded values are not recommended for survey control.
 DU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0770.See file dsdata.txt to determine how the superseded data were derived.
 DU0770
 DU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB303877(NAD 83)
 DU0770_MARKER: DB = BENCH MARK DISK
 DU0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0770_SP_SET: CULVERT
 DU0770_STAMPING: C-68 1934
 DU0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0770
 DU0770  HISTORY     - Date     Condition        Report By
 DU0770  HISTORY     - 1934     MONUMENTED       CGS
 DU0770  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU0770
 DU0770                          STATION DESCRIPTION
 DU0770
 DU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0770'3.0 MI SE FROM GILBERT.
 DU0770'3.0 MI SOUTHEAST ON S.P. RY. 90 FEET NORTHWEST OF MILE POLE NO. 930, 9
 DU0770'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A
 DU0770'CONCRETE CANAL CULVERT.
 DU0770
 DU0770                          STATION RECOVERY (2005)
 DU0770
 DU0770'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0770'FOUND MILE POLE 930, AND A CULVERT FOR A CANAL, BUT IT APPEARS THE
 DU0770'CONCRETE ON THE TOP OF THE CULVERT HAS BEEN UPGRADED SINCE THE
 DU0770'BENCHMARK WAS MONUMENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1058 ***********************************************************************
 CZ1058  DESIGNATION -  C 69
 CZ1058  PID         -  CZ1058
 CZ1058  STATE/COUNTY-  AZ/PINAL
 CZ1058  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1058
 CZ1058                         *CURRENT SURVEY CONTROL
 CZ1058  ___________________________________________________________________
 CZ1058* NAD 83(1986)-  32 43 20.     (N)    111 30 29.     (W)     SCALED    
 CZ1058* NAVD 88     -       490.82   (+/-2cm)    1610.3    (feet)  VERTCON   
 CZ1058  ___________________________________________________________________
 CZ1058  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1058
 CZ1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1058
 CZ1058.The horizontal coordinates were scaled from a topographic map and have
 CZ1058.an estimated accuracy of +/- 6 seconds.
 CZ1058
 CZ1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1058.The vertical order pertains to the NGVD 29 superseded value.
 CZ1058
 CZ1058.The geoid height was determined by GEOID03.
 CZ1058
 CZ1058;                    North         East    Units  Estimated Accuracy
 CZ1058;SPC AZ C     -   191,020.      251,660.      MT  (+/- 180 meters Scaled)
 CZ1058
 CZ1058                          SUPERSEDED SURVEY CONTROL
 CZ1058
 CZ1058  NGVD 29 (??/??/92)  490.265  (m)         1608.48   (f) ADJ UNCH    2 0
 CZ1058
 CZ1058.Superseded values are not recommended for survey control.
 CZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1058.See file dsdata.txt to determine how the superseded data were derived.
 CZ1058
 CZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB523206(NAD 83)
 CZ1058_MARKER: DB = BENCH MARK DISK
 CZ1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1058_SP_SET: FOUNDATION
 CZ1058_STAMPING: C 69 1934
 CZ1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1058
 CZ1058  HISTORY     - Date     Condition        Report By
 CZ1058  HISTORY     - 1934     MONUMENTED       CGS
 CZ1058  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ1058
 CZ1058                          STATION DESCRIPTION
 CZ1058
 CZ1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1058'IN PICACHO.
 CZ1058'AT PICACHO, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 100
 CZ1058'FEET SOUTH OF THE STATION, IN THE TOP OF THE CONCRETE FOUNDATION
 CZ1058'FORMERLY USED FOR THE BASE OF A SIGNAL TOWER, AND 11 FEET SOUTH OF THE
 CZ1058'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 69 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0311 ***********************************************************************
 DT0311  DESIGNATION -  C 70
 DT0311  PID         -  DT0311
 DT0311  STATE/COUNTY-  AZ/GREENLEE
 DT0311  USGS QUAD   -  STRAYHORSE (1991)
 DT0311
 DT0311                         *CURRENT SURVEY CONTROL
 DT0311  ___________________________________________________________________
 DT0311* NAD 83(1986)-  33 31 22.     (N)    109 18 30.     (W)     SCALED    
 DT0311* NAVD 88     -      2218.349  (meters)    7278.03   (feet)  ADJUSTED  
 DT0311  ___________________________________________________________________
 DT0311  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 DT0311  DYNAMIC HT  -        2214.714 (meters)    7266.11  (feet)  COMP
 DT0311  MODELED GRAV-     978,919.0   (mgal)                       NAVD 88
 DT0311
 DT0311  VERT ORDER  -  SECOND    CLASS 0
 DT0311
 DT0311.The horizontal coordinates were scaled from a topographic map and have
 DT0311.an estimated accuracy of +/- 6 seconds.
 DT0311
 DT0311.The orthometric height was determined by differential leveling
 DT0311.and adjusted by the National Geodetic Survey in June 1991..
 DT0311
 DT0311.The geoid height was determined by GEOID03.
 DT0311
 DT0311.The dynamic height is computed by dividing the NAVD 88
 DT0311.geopotential number by the normal gravity value computed on the
 DT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0311.degrees latitude (g = 980.6199 gals.).
 DT0311
 DT0311.The modeled gravity was interpolated from observed gravity values.
 DT0311
 DT0311;                    North         East    Units  Estimated Accuracy
 DT0311;SPC AZ E     -   280,060.      293,090.      MT  (+/- 180 meters Scaled)
 DT0311
 DT0311                          SUPERSEDED SURVEY CONTROL
 DT0311
 DT0311  NGVD 29 (??/??/92) 2217.254  (m)         7274.44   (f) ADJ UNCH    2 0
 DT0311
 DT0311.Superseded values are not recommended for survey control.
 DT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0311.See file dsdata.txt to determine how the superseded data were derived.
 DT0311
 DT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC570105(NAD 83)
 DT0311_MARKER: DB = BENCH MARK DISK
 DT0311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0311_SP_SET: UNSPECIFIED ROCK
 DT0311_STAMPING: C-70 1934
 DT0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0311
 DT0311  HISTORY     - Date     Condition        Report By
 DT0311  HISTORY     - 1934     MONUMENTED       CGS
 DT0311  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0311
 DT0311                          STATION DESCRIPTION
 DT0311
 DT0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0311'39.2 MI S FROM ALPINE.
 DT0311'ON STATE HWY NO.71, AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0311'SET IN A ROCK ABOUT 2 FEET IN DIAMETER AND 1 FOOT HIGH.
 DT0311
 DT0311                          STATION RECOVERY (1958)
 DT0311
 DT0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0152 ***********************************************************************
 FQ0152  DESIGNATION -  C 71
 FQ0152  PID         -  FQ0152
 FQ0152  STATE/COUNTY-  AZ/NAVAJO
 FQ0152  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0152
 FQ0152                         *CURRENT SURVEY CONTROL
 FQ0152  ___________________________________________________________________
 FQ0152* NAD 83(1986)-  35 31 16.     (N)    110 51 55.     (W)     SCALED    
 FQ0152* NAVD 88     -      1505.948  (meters)    4940.76   (feet)  ADJUSTED  
 FQ0152  ___________________________________________________________________
 FQ0152  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0152  DYNAMIC HT  -        1504.018 (meters)    4934.43  (feet)  COMP
 FQ0152  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 FQ0152
 FQ0152  VERT ORDER  -  SECOND    CLASS 0
 FQ0152
 FQ0152.The horizontal coordinates were scaled from a topographic map and have
 FQ0152.an estimated accuracy of +/- 6 seconds.
 FQ0152
 FQ0152.The orthometric height was determined by differential leveling
 FQ0152.and adjusted by the National Geodetic Survey in June 1991..
 FQ0152
 FQ0152.The geoid height was determined by GEOID03.
 FQ0152
 FQ0152.The dynamic height is computed by dividing the NAVD 88
 FQ0152.geopotential number by the normal gravity value computed on the
 FQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0152.degrees latitude (g = 980.6199 gals.).
 FQ0152
 FQ0152.The modeled gravity was interpolated from observed gravity values.
 FQ0152
 FQ0152;                    North         East    Units  Estimated Accuracy
 FQ0152;SPC AZ E     -   501,610.      150,000.      MT  (+/- 180 meters Scaled)
 FQ0152
 FQ0152                          SUPERSEDED SURVEY CONTROL
 FQ0152
 FQ0152  NGVD 29 (??/??/92) 1505.174  (m)         4938.23   (f) ADJ UNCH    2 0
 FQ0152
 FQ0152.Superseded values are not recommended for survey control.
 FQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0152.See file dsdata.txt to determine how the superseded data were derived.
 FQ0152
 FQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE122308(NAD 83)
 FQ0152_MARKER: DB = BENCH MARK DISK
 FQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0152_STAMPING: C 71 1934
 FQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0152+STABILITY: SURFACE MOTION
 FQ0152
 FQ0152  HISTORY     - Date     Condition        Report By
 FQ0152  HISTORY     - 1934     MONUMENTED       CGS
 FQ0152  HISTORY     - 1955     GOOD             NGS
 FQ0152
 FQ0152                          STATION DESCRIPTION
 FQ0152
 FQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0152'22.4 MI NE FROM LEUPP.
 FQ0152'IN NAVAJO COUNTY, ABOUT 22.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD
 FQ0152'ORAIBI FROM LEUPP, COCONINO COUNTY, ABOUT 2 MILES SOUTHEAST OF THE
 FQ0152'SOUTH END OF A RED SANDSTONE CLIFF, ABOUT 1.1 MILES SOUTH OF A 32-FOOT
 FQ0152'SPAN WOODEN BRIDGE, AND 53 FEET WEST OF THE CENTER LINE OF THE
 FQ0152'HIGHWAY.  A STANDARD DISK, STAMPED C 71 1934 AND SET IN THE TOP OF A
 FQ0152'CONCRETE POST.
 FQ0152
 FQ0152                          STATION RECOVERY (1955)
 FQ0152
 FQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0331 ***********************************************************************
 FP0331  DESIGNATION -  C 73
 FP0331  PID         -  FP0331
 FP0331  STATE/COUNTY-  AZ/APACHE
 FP0331  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0331
 FP0331                         *CURRENT SURVEY CONTROL
 FP0331  ___________________________________________________________________
 FP0331* NAD 83(1986)-  35 45 49.     (N)    109 47 26.     (W)     SCALED    
 FP0331* NAVD 88     -      2078.437  (meters)    6819.01   (feet)  ADJUSTED  
 FP0331  ___________________________________________________________________
 FP0331  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FP0331  DYNAMIC HT  -        2075.612 (meters)    6809.74  (feet)  COMP
 FP0331  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 FP0331
 FP0331  VERT ORDER  -  SECOND    CLASS 0
 FP0331
 FP0331.The horizontal coordinates were scaled from a topographic map and have
 FP0331.an estimated accuracy of +/- 6 seconds.
 FP0331
 FP0331.The orthometric height was determined by differential leveling
 FP0331.and adjusted by the National Geodetic Survey in June 1991..
 FP0331
 FP0331.The geoid height was determined by GEOID03.
 FP0331
 FP0331.The dynamic height is computed by dividing the NAVD 88
 FP0331.geopotential number by the normal gravity value computed on the
 FP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0331.degrees latitude (g = 980.6199 gals.).
 FP0331
 FP0331.The modeled gravity was interpolated from observed gravity values.
 FP0331
 FP0331;                    North         East    Units  Estimated Accuracy
 FP0331;SPC AZ E     -   528,350.      247,370.      MT  (+/- 180 meters Scaled)
 FP0331
 FP0331                          SUPERSEDED SURVEY CONTROL
 FP0331
 FP0331  NGVD 29 (??/??/92) 2077.473  (m)         6815.84   (f) ADJ UNCH    2 0
 FP0331
 FP0331.Superseded values are not recommended for survey control.
 FP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0331.See file dsdata.txt to determine how the superseded data were derived.
 FP0331
 FP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE093584(NAD 83)
 FP0331_MARKER: DB = BENCH MARK DISK
 FP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0331_STAMPING: C 73 1934
 FP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0331+STABILITY: SURFACE MOTION
 FP0331
 FP0331  HISTORY     - Date     Condition        Report By
 FP0331  HISTORY     - 1934     MONUMENTED       CGS
 FP0331  HISTORY     - 1972     GOOD             USGS
 FP0331
 FP0331                          STATION DESCRIPTION
 FP0331
 FP0331'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0331'17.1 MI W FROM GANADO POST OFFICE.
 FP0331'FROM THE POST OFFICE AT GANADO WEST ALONG THE NEW ALIGNMENT OF STATE
 FP0331'ROUTE 264 17.1 MILES TO T ROAD SOUTH TO GROUP OF 7 OR 8 HOGANS.  TAKE
 FP0331'ROAD SOUTH FOR 0.1 MILES TO THE CROSSING OF THE OLD ALIGNMENT OF
 FP0331'HIGHWAY, TURN LEFT, EAST, ALONG OLD ALIGNMENT FOR 0.05 MILES TO BM. BM
 FP0331'IS 20 FEET SOUTHWEST OF OLD ROAD.  A STANDARD DISK STAMPED C 73 1934
 FP0331'AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0221 ***********************************************************************
 ER0221  DESIGNATION -  C 74
 ER0221  PID         -  ER0221
 ER0221  STATE/COUNTY-  AZ/APACHE
 ER0221  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0221
 ER0221                         *CURRENT SURVEY CONTROL
 ER0221  ___________________________________________________________________
 ER0221* NAD 83(1986)-  34 09 04.     (N)    109 05 23.     (W)     SCALED    
 ER0221* NAVD 88     -      2219.997  (meters)    7283.44   (feet)  ADJUSTED  
 ER0221  ___________________________________________________________________
 ER0221  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 ER0221  DYNAMIC HT  -        2216.571 (meters)    7272.20  (feet)  COMP
 ER0221  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 ER0221
 ER0221  VERT ORDER  -  SECOND    CLASS 0
 ER0221
 ER0221.The horizontal coordinates were scaled from a topographic map and have
 ER0221.an estimated accuracy of +/- 6 seconds.
 ER0221
 ER0221.The orthometric height was determined by differential leveling
 ER0221.and adjusted by the National Geodetic Survey in June 1991..
 ER0221
 ER0221.The geoid height was determined by GEOID03.
 ER0221
 ER0221.The dynamic height is computed by dividing the NAVD 88
 ER0221.geopotential number by the normal gravity value computed on the
 ER0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0221.degrees latitude (g = 980.6199 gals.).
 ER0221
 ER0221.The modeled gravity was interpolated from observed gravity values.
 ER0221
 ER0221;                    North         East    Units  Estimated Accuracy
 ER0221;SPC AZ E     -   349,940.      312,670.      MT  (+/- 180 meters Scaled)
 ER0221
 ER0221                          SUPERSEDED SURVEY CONTROL
 ER0221
 ER0221  NGVD 29 (??/??/92) 2219.050  (m)         7280.33   (f) ADJ UNCH    2 0
 ER0221
 ER0221.Superseded values are not recommended for survey control.
 ER0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0221.See file dsdata.txt to determine how the superseded data were derived.
 ER0221
 ER0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC761805(NAD 83)
 ER0221_MARKER: DB = BENCH MARK DISK
 ER0221_SETTING: 80 = SET IN A BOULDER
 ER0221_SP_SET: BOULDER
 ER0221_STAMPING: C 74 1934
 ER0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0221+STABILITY: SURFACE MOTION
 ER0221
 ER0221  HISTORY     - Date     Condition        Report By
 ER0221  HISTORY     - 1934     MONUMENTED       CGS
 ER0221
 ER0221                          STATION DESCRIPTION
 ER0221
 ER0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0221'9.5 MI E FROM SPRINGERVILLE.
 ER0221'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0221'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, TURN RIGHT ON GRAVEL ROAD
 ER0221'AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S. HWY. 60 AND
 ER0221'GO 1.4 MILES TO A RIGHT TURN OFF THE OLD HIGHWAY, TURN RIGHT AND GO
 ER0221'0.3 MILE TO A ROAD INTERSECTION, CONTINUE STRAIGHT AHEAD ON THE OTHER
 ER0221'LOCATION OF U.S. HWY. 60 FOR 0.7 MILES TO BM LOCATION.  BM IS LOCATED
 ER0221'ON THE SOUTH SLOPE OF A HILL, 30 FEET EAST OF THE CENTER OF THE ROAD,
 ER0221'AND SET IN THE TOP OF A LARGE ROAD SANDSTONE BOULDER. STAMPED C 74
 ER0221'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0274 ***********************************************************************
 CY0274  DESIGNATION -  C 75
 CY0274  PID         -  CY0274
 CY0274  STATE/COUNTY-  AZ/GREENLEE
 CY0274  USGS QUAD   -  DUNCAN (1986)
 CY0274
 CY0274                         *CURRENT SURVEY CONTROL
 CY0274  ___________________________________________________________________
 CY0274* NAD 83(1986)-  32 40 45.     (N)    109 04 49.     (W)     SCALED    
 CY0274* NAVD 88     -      1137.86   (+/-2cm)    3733.1    (feet)  VERTCON   
 CY0274  ___________________________________________________________________
 CY0274  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0274
 CY0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0274
 CY0274.The horizontal coordinates were scaled from a topographic map and have
 CY0274.an estimated accuracy of +/- 6 seconds.
 CY0274
 CY0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0274.The vertical order pertains to the NGVD 29 superseded value.
 CY0274
 CY0274.The geoid height was determined by GEOID03.
 CY0274
 CY0274;                    North         East    Units  Estimated Accuracy
 CY0274;SPC AZ E     -   186,700.      315,250.      MT  (+/- 180 meters Scaled)
 CY0274
 CY0274                          SUPERSEDED SURVEY CONTROL
 CY0274
 CY0274  NGVD 29 (??/??/92) 1137.183  (m)         3730.91   (f) ADJ UNCH    2 0
 CY0274
 CY0274.Superseded values are not recommended for survey control.
 CY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0274.See file dsdata.txt to determine how the superseded data were derived.
 CY0274
 CY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB799173(NAD 83)
 CY0274_MARKER: DB = BENCH MARK DISK
 CY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0274_STAMPING: C-75 1934
 CY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0274+STABILITY: SURFACE MOTION
 CY0274
 CY0274  HISTORY     - Date     Condition        Report By
 CY0274  HISTORY     - 1934     MONUMENTED       CGS
 CY0274  HISTORY     - 1958     MARK NOT FOUND   NGS
 CY0274
 CY0274                          STATION DESCRIPTION
 CY0274
 CY0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0274'3.4 MI SE FROM DUNCAN.
 CY0274'3.4 MI. S.E. ALONG A. AND N.M. RY.  ABOUT 100 YDS. N. OF DEPOT AT
 CY0274'FRANKLIN, 100 FT. E. OF MI. POST 1181, 42 FT. N.E. OF TRACK SWITCH,
 CY0274'125 FT. W. OF THE CENTER LINE OF U.S. NO.180, AND 40 FT. E. OF THE
 CY0274'CENTER LINE OF THE TRACK.
 CY0274
 CY0274                          STATION RECOVERY (1958)
 CY0274
 CY0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0381 ***********************************************************************
 CG0381  DESIGNATION -  C 76
 CG0381  PID         -  CG0381
 CG0381  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0381  USGS QUAD   -  TUBAC (1981)
 CG0381
 CG0381                         *CURRENT SURVEY CONTROL
 CG0381  ___________________________________________________________________
 CG0381* NAD 83(1986)-  31 37 13.     (N)    111 02 14.     (W)     SCALED    
 CG0381* NAVD 88     -       970.03   (+/-2cm)    3182.5    (feet)  VERTCON   
 CG0381  ___________________________________________________________________
 CG0381  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0381
 CG0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0381
 CG0381.The horizontal coordinates were scaled from a topographic map and have
 CG0381.an estimated accuracy of +/- 6 seconds.
 CG0381
 CG0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0381.The vertical order pertains to the NGVD 29 superseded value.
 CG0381
 CG0381.The geoid height was determined by GEOID03.
 CG0381
 CG0381;                    North         East    Units  Estimated Accuracy
 CG0381;SPC AZ C     -    69,100.      296,800.      MT  (+/- 180 meters Scaled)
 CG0381
 CG0381                          SUPERSEDED SURVEY CONTROL
 CG0381
 CG0381  NGVD 29 (??/??/92)  969.206  (m)         3179.80   (f) ADJ UNCH    1 2
 CG0381
 CG0381.Superseded values are not recommended for survey control.
 CG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0381.See file dsdata.txt to determine how the superseded data were derived.
 CG0381
 CG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV964983(NAD 83)
 CG0381_MARKER: DB = BENCH MARK DISK
 CG0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0381_STAMPING: C 76 1934
 CG0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0381+STABILITY: SURFACE MOTION
 CG0381
 CG0381  HISTORY     - Date     Condition        Report By
 CG0381  HISTORY     - 1934     MONUMENTED       CGS
 CG0381  HISTORY     - 1953     GOOD             NGS
 CG0381  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0381
 CG0381                          STATION DESCRIPTION
 CG0381
 CG0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0381'6.2 MI S FROM AMADO.
 CG0381'6.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0381'WATER TANK AT AMADO, 0.5 MILE NORTH OF TUBAC, 0.5 MILE SOUTH OF
 CG0381'MILEPOLE 1027, 222 FEET SOUTH OF THE CENTER OF THE CROSSING OF A TRACK
 CG0381'ROAD, 56.5 FEET SOUTH OF THE SOUTH CORNER OF A MOTOR SCOOTER PLATFORM,
 CG0381'32.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET NORTHWEST OF THE
 CG0381'CENTER OF A LEVEE BANK, 0.9 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2
 CG0381'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0381'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0381
 CG0381                          STATION RECOVERY (1976)
 CG0381
 CG0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0318 ***********************************************************************
 CG0318  DESIGNATION -  C 77
 CG0318  PID         -  CG0318
 CG0318  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0318  USGS QUAD   -  MT HUGHES (1982)
 CG0318
 CG0318                         *CURRENT SURVEY CONTROL
 CG0318  ___________________________________________________________________
 CG0318* NAD 83(1986)-  31 35 18.     (N)    110 43 32.     (W)     SCALED    
 CG0318* NAVD 88     -      1293.08   (+/-2cm)    4242.4    (feet)  VERTCON   
 CG0318  ___________________________________________________________________
 CG0318  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CG0318
 CG0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0318
 CG0318.The horizontal coordinates were scaled from a topographic map and have
 CG0318.an estimated accuracy of +/- 6 seconds.
 CG0318
 CG0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0318.The vertical order pertains to the NGVD 29 superseded value.
 CG0318
 CG0318.The geoid height was determined by GEOID03.
 CG0318
 CG0318;                    North         East    Units  Estimated Accuracy
 CG0318;SPC AZ C     -    65,840.      326,400.      MT  (+/- 180 meters Scaled)
 CG0318
 CG0318                          SUPERSEDED SURVEY CONTROL
 CG0318
 CG0318  NGVD 29 (??/??/92) 1292.180  (m)         4239.43   (f) ADJ UNCH    2 0
 CG0318
 CG0318.Superseded values are not recommended for survey control.
 CG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0318.See file dsdata.txt to determine how the superseded data were derived.
 CG0318
 CG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV260948(NAD 83)
 CG0318_MARKER: DB = BENCH MARK DISK
 CG0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0318_STAMPING: C 77 1934
 CG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0318+STABILITY: SURFACE MOTION
 CG0318
 CG0318  HISTORY     - Date     Condition        Report By
 CG0318  HISTORY     - 1934     MONUMENTED       CGS
 CG0318
 CG0318                          STATION DESCRIPTION
 CG0318
 CG0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0318'3.8 MI NE FROM PATAGONIA.
 CG0318'3.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0318'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 5-1/2 POLES SOUTH OF MILEPOST
 CG0318'1091, 42 FEET WEST OF THE CENTERLINE OF THE TRACK, 10 FEET EAST OF A
 CG0318'FENCE LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 CG0318'C 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0894 ***********************************************************************
 CG0894  DESIGNATION -  C 78
 CG0894  PID         -  CG0894
 CG0894  STATE/COUNTY-  AZ/COCHISE
 CG0894  USGS QUAD   -  TOMBSTONE (1978)
 CG0894
 CG0894                         *CURRENT SURVEY CONTROL
 CG0894  ___________________________________________________________________
 CG0894* NAD 83(1986)-  31 44 07.     (N)    110 00 33.     (W)     SCALED    
 CG0894* NAVD 88     -      1424.57   (+/-2cm)    4673.8    (feet)  VERTCON   
 CG0894  ___________________________________________________________________
 CG0894  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CG0894
 CG0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0894
 CG0894.The horizontal coordinates were scaled from a topographic map and have
 CG0894.an estimated accuracy of +/- 6 seconds.
 CG0894
 CG0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0894.The vertical order pertains to the NGVD 29 superseded value.
 CG0894
 CG0894.The geoid height was determined by GEOID03.
 CG0894
 CG0894;                    North         East    Units  Estimated Accuracy
 CG0894;SPC AZ E     -    81,530.      228,280.      MT  (+/- 180 meters Scaled)
 CG0894
 CG0894                          SUPERSEDED SURVEY CONTROL
 CG0894
 CG0894  NGVD 29 (??/??/92) 1423.701  (m)         4670.93   (f) ADJ UNCH    2 0
 CG0894
 CG0894.Superseded values are not recommended for survey control.
 CG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0894.See file dsdata.txt to determine how the superseded data were derived.
 CG0894
 CG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA938115(NAD 83)
 CG0894_MARKER: DB = BENCH MARK DISK
 CG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0894_STAMPING: C 78 1934
 CG0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0894+STABILITY: SURFACE MOTION
 CG0894
 CG0894  HISTORY     - Date     Condition        Report By
 CG0894  HISTORY     - 1934     MONUMENTED       CGS
 CG0894  HISTORY     - 1946     GOOD             NGS
 CG0894
 CG0894                          STATION DESCRIPTION
 CG0894
 CG0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CG0894'4.2 MI E FROM TOMBSTONE.
 CG0894'4.2 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0894'215 FEET EAST OF THE CREST OF A SMALL RISE, AND 35 FEET SOUTH OF THE
 CG0894'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 78 1934 AND SET IN
 CG0894'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0144 ***********************************************************************
 CG0144  DESIGNATION -  C 79
 CG0144  PID         -  CG0144
 CG0144  STATE/COUNTY-  AZ/COCHISE
 CG0144  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0144
 CG0144                         *CURRENT SURVEY CONTROL
 CG0144  ___________________________________________________________________
 CG0144* NAD 83(1986)-  31 35 54.     (N)    110 08 51.     (W)     SCALED    
 CG0144* NAVD 88     -      1226.92   (+/-2cm)    4025.3    (feet)  VERTCON   
 CG0144  ___________________________________________________________________
 CG0144  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0144
 CG0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0144
 CG0144.The horizontal coordinates were scaled from a topographic map and have
 CG0144.an estimated accuracy of +/- 6 seconds.
 CG0144
 CG0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0144.The vertical order pertains to the NGVD 29 superseded value.
 CG0144
 CG0144.The geoid height was determined by GEOID03.
 CG0144
 CG0144;                    North         East    Units  Estimated Accuracy
 CG0144;SPC AZ E     -    66,330.      215,180.      MT  (+/- 180 meters Scaled)
 CG0144
 CG0144                          SUPERSEDED SURVEY CONTROL
 CG0144
 CG0144  NGVD 29 (??/??/92) 1226.117  (m)         4022.69   (f) ADJ UNCH    2 0
 CG0144
 CG0144.Superseded values are not recommended for survey control.
 CG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0144.See file dsdata.txt to determine how the superseded data were derived.
 CG0144
 CG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV808962(NAD 83)
 CG0144_MARKER: DB = BENCH MARK DISK
 CG0144_SETTING: 66 = SET IN ROCK OUTCROP
 CG0144_SP_SET: ROCK OUTCROP
 CG0144_STAMPING: C 79 1934
 CG0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0144+STABILITY: POSITION/ELEVATION WELL
 CG0144
 CG0144  HISTORY     - Date     Condition        Report By
 CG0144  HISTORY     - 1934     MONUMENTED       CGS
 CG0144
 CG0144                          STATION DESCRIPTION
 CG0144
 CG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0144'2.8 MI SE FROM CHARLESTON.
 CG0144'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0144'STATION AT CHARLESTON, COCHISE COUNTY, 1.7 MILES NORTHWEST OF LEWIS
 CG0144'SPRINGS, 0.2 MILE NORTHEAST OF A SMALL RANCHHOUSE, 300 YARDS SOUTHEAST
 CG0144'OF SIGNAL BLOCK 1057.2, 125 YARDS WEST OF A SMALL SHARP POINTED HILL,
 CG0144'38 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A GRANITE
 CG0144'OUTCROP, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C
 CG0144'79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0288 ***********************************************************************
 DB0288  DESIGNATION -  C 8
 DB0288  PID         -  DB0288
 DB0288  STATE/COUNTY-  AZ/YUMA
 DB0288  USGS QUAD   -  LAGUNA DAM (1979)
 DB0288
 DB0288                         *CURRENT SURVEY CONTROL
 DB0288  ___________________________________________________________________
 DB0288* NAD 83(1986)-  32 45 20.     (N)    114 24 38.     (W)     SCALED    
 DB0288* NAVD 88     -        55.50   (+/-2cm)     182.1    (feet)  VERTCON   
 DB0288  ___________________________________________________________________
 DB0288  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DB0288
 DB0288  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0288
 DB0288.The horizontal coordinates were scaled from a topographic map and have
 DB0288.an estimated accuracy of +/- 6 seconds.
 DB0288
 DB0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0288.The vertical order pertains to the NGVD 29 superseded value.
 DB0288
 DB0288.The geoid height was determined by GEOID03.
 DB0288
 DB0288;                    North         East    Units  Estimated Accuracy
 DB0288;SPC AZ W     -   194,840.      151,460.      MT  (+/- 180 meters Scaled)
 DB0288
 DB0288                          SUPERSEDED SURVEY CONTROL
 DB0288
 DB0288  NGVD 29 (??/??/??)   54.835  (m)          179.90   (f) ADJUSTED    1 2
 DB0288
 DB0288.Superseded values are not recommended for survey control.
 DB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0288.See file dsdata.txt to determine how the superseded data were derived.
 DB0288
 DB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS425271(NAD 83)
 DB0288_MARKER: DB = BENCH MARK DISK
 DB0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0288_SP_SET: BRIDGE
 DB0288_STAMPING: 179.904 C 8 1927
 DB0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0288
 DB0288  HISTORY     - Date     Condition        Report By
 DB0288  HISTORY     - 1927     MONUMENTED       CGS
 DB0288  HISTORY     - 1953     MARK NOT FOUND   NGS
 DB0288  HISTORY     - 1960     MARK NOT FOUND   NGS
 DB0288
 DB0288                          STATION DESCRIPTION
 DB0288
 DB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DB0288'3.2 MI SW FROM DOME.
 DB0288'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0288'THE STATION AT DOME, YUMA COUNTY, 4-1/2 POLES NORTHEAST OF
 DB0288'MILEPOST 750, AT THE NORTHWEST CORNER OF CONCRETE ARCH BRIDGE
 DB0288'750.13, IN THE TOP OF THE CONCRETE DECK, 1.2 FEET FROM THE FACE,
 DB0288'1.8 FEET FROM THE END OF THE DECK, 13 FEET NORTHWEST OF THE
 DB0288'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 DB0288'NOTE-- A DOUBLE TRACK IS NOW AT THIS LOCATION AND IT IS BELIEVED
 DB0288'THAT THE BENCH MARK IS NOW BELOW THE TRACK BED, IT IS PROBABLY
 DB0288'INTACT, DIGGING THROUGH THE CINDERS ON THE MEASUREMENTS THAT
 DB0288'COULD BE REFIGURED FROM GETTING WIDTH OF ORIGINAL BRIDGE FROM
 DB0288'INSIDE THE LARGE UNDERPASS OR WATER COURSE, THIS MARK PROBABLY
 DB0288'COULD BE RELOCATED.
 DB0288
 DB0288                          STATION RECOVERY (1960)
 DB0288
 DB0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0180 ***********************************************************************
 CF0180  DESIGNATION -  C 80
 CF0180  PID         -  CF0180
 CF0180  STATE/COUNTY-  AZ/COCHISE
 CF0180  USGS QUAD   -  ELFRIDA (1986)
 CF0180
 CF0180                         *CURRENT SURVEY CONTROL
 CF0180  ___________________________________________________________________
 CF0180* NAD 83(1986)-  31 40 48.     (N)    109 41 14.     (W)     SCALED    
 CF0180* NAVD 88     -      1262.33   (+/-2cm)    4141.5    (feet)  VERTCON   
 CF0180  ___________________________________________________________________
 CF0180  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0180
 CF0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0180
 CF0180.The horizontal coordinates were scaled from a topographic map and have
 CF0180.an estimated accuracy of +/- 6 seconds.
 CF0180
 CF0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0180.The vertical order pertains to the NGVD 29 superseded value.
 CF0180
 CF0180.The geoid height was determined by GEOID03.
 CF0180
 CF0180;                    North         East    Units  Estimated Accuracy
 CF0180;SPC AZ E     -    75,490.      258,820.      MT  (+/- 180 meters Scaled)
 CF0180
 CF0180                          SUPERSEDED SURVEY CONTROL
 CF0180
 CF0180  NGVD 29 (??/??/92) 1261.502  (m)         4138.78   (f) ADJ UNCH    2 0
 CF0180
 CF0180.Superseded values are not recommended for survey control.
 CF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0180.See file dsdata.txt to determine how the superseded data were derived.
 CF0180
 CF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244057(NAD 83)
 CF0180_MARKER: DB = BENCH MARK DISK
 CF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0180_STAMPING: C 80 1934
 CF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0180+STABILITY: SURFACE MOTION
 CF0180
 CF0180  HISTORY     - Date     Condition        Report By
 CF0180  HISTORY     - 1934     MONUMENTED       CGS
 CF0180  HISTORY     - 1936     GOOD             USGS
 CF0180  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0180  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0180
 CF0180                          STATION DESCRIPTION
 CF0180
 CF0180'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 CF0180'0.1 MI S FROM ELFRIDA.
 CF0180'0.1 MILE SOUTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0180'ABOUT 800 FEET SOUTH OF THE JUNCTION OF THE ROAD LEADING TO BISBEE, 50
 CF0180'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 90 FEET WEST OF THE
 CF0180'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 80 1934 AND SET
 CF0180'IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS NOW IN A DITCH AND 800
 CF0180'FEET SOUTH OF JUNCTION.  90 FEET WEST OF HIGHWAY 81.
 CF0180
 CF0180                          STATION RECOVERY (1980)
 CF0180
 CF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0180'SEARCHED FOR BUT NOT RECOVERED, NEW BUILDING AND GRADING IN AREA.
 CF0180
 CF0180                          STATION RECOVERY (1981)
 CF0180
 CF0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0122 ***********************************************************************
 CF0122  DESIGNATION -  C 81
 CF0122  PID         -  CF0122
 CF0122  STATE/COUNTY-  AZ/COCHISE
 CF0122  USGS QUAD   -  BISBEE SE (1958)
 CF0122
 CF0122                         *CURRENT SURVEY CONTROL
 CF0122  ___________________________________________________________________
 CF0122* NAD 83(1986)-  31 21 06.     (N)    109 52 02.     (W)     SCALED    
 CF0122* NAVD 88     -      1414.62   (+/-2cm)    4641.1    (feet)  VERTCON   
 CF0122  ___________________________________________________________________
 CF0122  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0122
 CF0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0122
 CF0122.The horizontal coordinates were scaled from a topographic map and have
 CF0122.an estimated accuracy of +/- 6 seconds.
 CF0122
 CF0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0122.The vertical order pertains to the NGVD 29 superseded value.
 CF0122
 CF0122.The geoid height was determined by GEOID03.
 CF0122
 CF0122;                    North         East    Units  Estimated Accuracy
 CF0122;SPC AZ E     -    39,030.      241,850.      MT  (+/- 180 meters Scaled)
 CF0122
 CF0122                          SUPERSEDED SURVEY CONTROL
 CF0122
 CF0122  NGVD 29 (??/??/92) 1413.774  (m)         4638.36   (f) ADJ UNCH    2 0
 CF0122
 CF0122.Superseded values are not recommended for survey control.
 CF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0122.See file dsdata.txt to determine how the superseded data were derived.
 CF0122
 CF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV077691(NAD 83)
 CF0122_MARKER: DB = BENCH MARK DISK
 CF0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0122_SP_SET: BRIDGE
 CF0122_STAMPING: C 81 1934
 CF0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0122
 CF0122  HISTORY     - Date     Condition        Report By
 CF0122  HISTORY     - 1934     MONUMENTED       CGS
 CF0122
 CF0122                          STATION DESCRIPTION
 CF0122
 CF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0122'5.2 MI E FROM NACO.
 CF0122'5.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0122'STATION AT NACO, COCHISE COUNTY, 6-1/2 POLES SOUTHEAST OF MILEPOST
 CF0122'1086, 0.4 MILE NORTHEAST OF A SMALL RANCHHOUSE, AT CONCRETE BRIDGE
 CF0122'1086.22, IN THE TOP OF THE SOUTHWEST HEADWALL, AND 1 FOOT WEST OF THE
 CF0122'EAST END.  A STANDARD DISK, STAMPED C 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0067 ***********************************************************************
 CF0067  DESIGNATION -  C 82
 CF0067  PID         -  CF0067
 CF0067  STATE/COUNTY-  AZ/COCHISE
 CF0067  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0067
 CF0067                         *CURRENT SURVEY CONTROL
 CF0067  ___________________________________________________________________
 CF0067* NAD 83(1986)-  31 31 04.     (N)    109 18 23.     (W)     SCALED    
 CF0067* NAVD 88     -      1372.55   (+/-2cm)    4503.1    (feet)  VERTCON   
 CF0067  ___________________________________________________________________
 CF0067  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CF0067
 CF0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0067
 CF0067.The horizontal coordinates were scaled from a topographic map and have
 CF0067.an estimated accuracy of +/- 6 seconds.
 CF0067
 CF0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0067.The vertical order pertains to the NGVD 29 superseded value.
 CF0067
 CF0067.The geoid height was determined by GEOID03.
 CF0067
 CF0067;                    North         East    Units  Estimated Accuracy
 CF0067;SPC AZ E     -    57,720.      295,070.      MT  (+/- 180 meters Scaled)
 CF0067
 CF0067                          SUPERSEDED SURVEY CONTROL
 CF0067
 CF0067  NGVD 29 (??/??/92) 1371.672  (m)         4500.23   (f) ADJ UNCH    2 0
 CF0067
 CF0067.Superseded values are not recommended for survey control.
 CF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0067.See file dsdata.txt to determine how the superseded data were derived.
 CF0067
 CF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV608882(NAD 83)
 CF0067_MARKER: DB = BENCH MARK DISK
 CF0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0067_SP_SET: BRIDGE
 CF0067_STAMPING: C-82 1934
 CF0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0067
 CF0067  HISTORY     - Date     Condition        Report By
 CF0067  HISTORY     - 1934     MONUMENTED       CGS
 CF0067  HISTORY     - 1935     GOOD             NGS
 CF0067
 CF0067                          STATION DESCRIPTION
 CF0067
 CF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0067'16.4 MI SW FROM APACHE.
 CF0067'16.4 MI. SW. OF DEPOT ALONG THE S.P.R.R., ABOUT 0.4 MI. N.E. OF SIDING
 CF0067'BERNARDINO, 90 FT. S.E. OF THE CENTER LINE OF TRACK, 12 FT. N. OF THE
 CF0067'CENTER LINE OF U.S. NO. 80, AND SET IN THE CENTER OF N.W. GUARD RAIL
 CF0067'OF CONC. HIGHWAY BRIDGE.  NOTE-- 3.3 FT.  THE MARK IS 13.0 FT. ABOVE
 CF0067'DRAIN ON TOP OF BRIDGE RAIL.  IT IS 18 FT. WEST OF CENTERLINE OF ROAD,
 CF0067'140 FT. EAST OF CENTERLINE OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1113 ***********************************************************************
 CZ1113  DESIGNATION -  C 83
 CZ1113  PID         -  CZ1113
 CZ1113  STATE/COUNTY-  AZ/PINAL
 CZ1113  USGS QUAD   -  STANFIELD (1992)
 CZ1113
 CZ1113                         *CURRENT SURVEY CONTROL
 CZ1113  ___________________________________________________________________
 CZ1113* NAD 83(1986)-  32 52 46.     (N)    111 57 49.     (W)     SCALED    
 CZ1113* NAVD 88     -       398.48   (+/-2cm)    1307.3    (feet)  VERTCON   
 CZ1113  ___________________________________________________________________
 CZ1113  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1113
 CZ1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1113
 CZ1113.The horizontal coordinates were scaled from a topographic map and have
 CZ1113.an estimated accuracy of +/- 6 seconds.
 CZ1113
 CZ1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1113.The vertical order pertains to the NGVD 29 superseded value.
 CZ1113
 CZ1113.The geoid height was determined by GEOID03.
 CZ1113
 CZ1113;                    North         East    Units  Estimated Accuracy
 CZ1113;SPC AZ C     -   208,380.      208,970.      MT  (+/- 180 meters Scaled)
 CZ1113
 CZ1113                          SUPERSEDED SURVEY CONTROL
 CZ1113
 CZ1113  NGVD 29 (??/??/92)  397.89   (m)         1305.4    (f) COMPUTED    2 0
 CZ1113
 CZ1113.Superseded values are not recommended for survey control.
 CZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1113.See file dsdata.txt to determine how the superseded data were derived.
 CZ1113
 CZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098383(NAD 83)
 CZ1113_MARKER: DB = BENCH MARK DISK
 CZ1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1113_STAMPING: C 83 1935
 CZ1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1113+STABILITY: SURFACE MOTION
 CZ1113
 CZ1113  HISTORY     - Date     Condition        Report By
 CZ1113  HISTORY     - 1935     MONUMENTED       CGS
 CZ1113  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1113
 CZ1113                          STATION DESCRIPTION
 CZ1113
 CZ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1113'12.2 MI W FROM CASA GRANDE.
 CZ1113'0.7 MILE EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1113'STANFIELD, PINAL COUNTY, 85 FEET EAST OF THE RAZED ROBLES SERVICE
 CZ1113'STATION, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 CZ1113'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 83 1935 AND SET IN
 CZ1113'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1236 ***********************************************************************
 CZ1236  DESIGNATION -  C 84
 CZ1236  PID         -  CZ1236
 CZ1236  STATE/COUNTY-  AZ/PINAL
 CZ1236  USGS QUAD   -  CHUICHU (1992)
 CZ1236
 CZ1236                         *CURRENT SURVEY CONTROL
 CZ1236  ___________________________________________________________________
 CZ1236* NAD 83(1986)-  32 51 01.     (N)    111 45 27.     (W)     SCALED    
 CZ1236* NAVD 88     -       430.355  (meters)    1411.92   (feet)  READJUSTED
 CZ1236  ___________________________________________________________________
 CZ1236  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ1236  DYNAMIC HT  -         429.830 (meters)    1410.20  (feet)  COMP
 CZ1236  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 CZ1236  OBS GRAVITY -     979,400.1   (mgal)                       GRAV_OBS
 CZ1236
 CZ1236  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1236
 CZ1236.The horizontal coordinates were scaled from a topographic map and have
 CZ1236.an estimated accuracy of +/- 6 seconds.
 CZ1236
 CZ1236.The orthometric height was determined by differential leveling
 CZ1236.and adjusted by the National Geodetic Survey in April 1999..
 CZ1236.No vertical observational check was made to the station.
 CZ1236.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1236.mark was located on a no-check spur therefore a value was not computed.
 CZ1236.The height was derived from older observations constrained to new
 CZ1236.heights in a crustal motion area.  The height is approximate in
 CZ1236.relation to other heights in its vicinity.
 CZ1236
 CZ1236.The geoid height was determined by GEOID03.
 CZ1236
 CZ1236.The dynamic height is computed by dividing the NAVD 88
 CZ1236.geopotential number by the normal gravity value computed on the
 CZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1236.degrees latitude (g = 980.6199 gals.).
 CZ1236
 CZ1236.The modeled gravity was interpolated from observed gravity values.
 CZ1236.The observed gravity was obtained from relative gravimeter ties
 CZ1236.to the IGSN71 gravity network.
 CZ1236
 CZ1236;                    North         East    Units  Estimated Accuracy
 CZ1236;SPC AZ C     -   205,160.      228,260.      MT  (+/- 180 meters Scaled)
 CZ1236
 CZ1236                          SUPERSEDED SURVEY CONTROL
 CZ1236
 CZ1236  NAVD 88 (06/15/91)  430.353  (m)         1411.92   (f) UNKNOWN     1 2
 CZ1236  NGVD 29 (??/??/92)  429.735  (m)         1409.89   (f) ADJ UNCH    1 2
 CZ1236
 CZ1236.Superseded values are not recommended for survey control.
 CZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1236.See file dsdata.txt to determine how the superseded data were derived.
 CZ1236
 CZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291349(NAD 83)
 CZ1236_MARKER: DB = BENCH MARK DISK
 CZ1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1236_SP_SET: BRIDGE
 CZ1236_STAMPING: C 84 1935
 CZ1236_MARK LOGO: CGS   
 CZ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1236
 CZ1236  HISTORY     - Date     Condition        Report By
 CZ1236  HISTORY     - 1935     MONUMENTED       CGS
 CZ1236  HISTORY     - 1948     GOOD             NGS
 CZ1236  HISTORY     - 1966     GOOD             NGS
 CZ1236  HISTORY     - 1980     GOOD             NGS
 CZ1236  HISTORY     - 1980     GOOD             NGS
 CZ1236  HISTORY     - 1984     GOOD             NGS
 CZ1236
 CZ1236                          STATION DESCRIPTION
 CZ1236
 CZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1236'1.8 MI S FROM CASA GRANDE.
 CZ1236'IN THE SOUTH END OF THE CONCRETE HEADWALL OF A CONCRETE BRIDGE, AND 38
 CZ1236'FEET W OF THE CENTERLINE OF THE INTERSECTION OF A CROSS ROAD, 12 FEET
 CZ1236'S OF THE CENTERLINE OF THE ROAD TO THE WEST.
 CZ1236
 CZ1236                          STATION RECOVERY (1966)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1236'RECOVERED IN GOOD CONDITION.
 CZ1236
 CZ1236                          STATION RECOVERY (1980)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1236'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1236'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A DIRT ROAD
 CZ1236'LEADING EAST-WEST, AT A POWER LINE CROSSING, SET IN TOP OF THE EAST
 CZ1236'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE PIPE CONCRETE CULVERT
 CZ1236'UNDER THE DIRT ROAD, 12.5 METERS (41 FEET) WEST OF THE CENTERLINE
 CZ1236'OF COVERED WELLS ROAD, 5.2 METERS (17 FEET) SOUTH OF THE CENTERLINE
 CZ1236'OF THE DIRT ROAD AND 0.4 METER (1.3 FEET) WEST OF THE EAST END OF THE
 CZ1236'HEADWALL.
 CZ1236'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CZ1236'THE MARK IS 0.3 M ABOVE CENTERLINE OF DIRT ROAD.
 CZ1236
 CZ1236                          STATION RECOVERY (1980)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1236'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1236'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A DIRT ROAD
 CZ1236'LEADING EAST-WEST, AT A POWER LINE CROSSING, SET IN TOP OF THE EAST
 CZ1236'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE PIPE CONCRETE CULVERT
 CZ1236'UNDER THE DIRT ROAD, 12.5 METERS (41 FEET) WEST OF THE CENTERLINE
 CZ1236'OF COVERED WELLS ROAD, 5.2 METERS (17 FEET) SOUTH OF THE CENTERLINE
 CZ1236'OF THE DIRT ROAD AND 0.4 METER (1.3 FEET) WEST OF THE EAST END OF THE
 CZ1236'HEADWALL.
 CZ1236'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CZ1236'THE MARK IS 0.3 M ABOVE CENTERLINE OF DIRT ROAD.
 CZ1236
 CZ1236                          STATION RECOVERY (1984)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0250 ***********************************************************************
 DA0250  DESIGNATION -  C 85
 DA0250  PID         -  DA0250
 DA0250  STATE/COUNTY-  AZ/PIMA
 DA0250  USGS QUAD   -  SANTA ROSA (1990)
 DA0250
 DA0250                         *CURRENT SURVEY CONTROL
 DA0250  ___________________________________________________________________
 DA0250* NAD 83(1986)-  32 17 56.     (N)    112 03 03.     (W)     SCALED    
 DA0250* NAVD 88     -       570.65   (+/-2cm)    1872.2    (feet)  VERTCON   
 DA0250  ___________________________________________________________________
 DA0250  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0250
 DA0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0250
 DA0250.The horizontal coordinates were scaled from a topographic map and have
 DA0250.an estimated accuracy of +/- 6 seconds.
 DA0250
 DA0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0250.The vertical order pertains to the NGVD 29 superseded value.
 DA0250
 DA0250.The geoid height was determined by GEOID03.
 DA0250
 DA0250;                    North         East    Units  Estimated Accuracy
 DA0250;SPC AZ C     -   144,020.      200,730.      MT  (+/- 180 meters Scaled)
 DA0250
 DA0250                          SUPERSEDED SURVEY CONTROL
 DA0250
 DA0250  NGVD 29 (??/??/92)  570.012  (m)         1870.11   (f) ADJ UNCH    2 0
 DA0250
 DA0250.Superseded values are not recommended for survey control.
 DA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0250.See file dsdata.txt to determine how the superseded data were derived.
 DA0250
 DA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA010740(NAD 83)
 DA0250_MARKER: DB = BENCH MARK DISK
 DA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0250_STAMPING: C 85 1935
 DA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0250+STABILITY: SURFACE MOTION
 DA0250
 DA0250  HISTORY     - Date     Condition        Report By
 DA0250  HISTORY     - 1935     MONUMENTED       CGS
 DA0250  HISTORY     - 1952     GOOD             NGS
 DA0250
 DA0250                          STATION DESCRIPTION
 DA0250
 DA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0250'2.0 MI S FROM SANTA ROSA.
 DA0250'2.0 MILES SOUTH ALONG THE COVERED WELLS ROAD FROM THE SCHOOL AT SANTA
 DA0250'ROSA, AT A POINT WHERE A DRIANAGE DITCH WHICH LEADS NORTHEAST JOINS
 DA0250'THE ROAD, BETWEEN THE OLD AND NEW ROADS, 0.7 MILE SOUTH OF THE STORE
 DA0250'AND SERVICE STATION AT SANTA ROSA, 195 FEET EAST OF THE CENTER LINE OF
 DA0250'AND ABOUT 2 FEET LOWER THAN THE NEW ROAD, 139.0 FEET WEST OF A
 DA0250'TELEPHONE POLE, 115.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 25
 DA0250'FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE OLD ROAD, AND
 DA0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 DA0250'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0026 ***********************************************************************
 DA0026  DESIGNATION -  C 86
 DA0026  PID         -  DA0026
 DA0026  STATE/COUNTY-  AZ/PINAL
 DA0026  USGS QUAD   -  KOHATK (1981)
 DA0026
 DA0026                         *CURRENT SURVEY CONTROL
 DA0026  ___________________________________________________________________
 DA0026* NAD 83(1986)-  32 36 21.     (N)    112 03 17.     (W)     SCALED    
 DA0026* NAVD 88     -       548.63   (+/-2cm)    1800.0    (feet)  VERTCON   
 DA0026  ___________________________________________________________________
 DA0026  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0026
 DA0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0026
 DA0026.The horizontal coordinates were scaled from a topographic map and have
 DA0026.an estimated accuracy of +/- 6 seconds.
 DA0026
 DA0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0026.The vertical order pertains to the NGVD 29 superseded value.
 DA0026
 DA0026.The geoid height was determined by GEOID03.
 DA0026
 DA0026;                    North         East    Units  Estimated Accuracy
 DA0026;SPC AZ C     -   178,050.      200,400.      MT  (+/- 180 meters Scaled)
 DA0026
 DA0026                          SUPERSEDED SURVEY CONTROL
 DA0026
 DA0026  NGVD 29 (??/??/92)  547.989  (m)         1797.86   (f) ADJ UNCH    2 0
 DA0026
 DA0026.Superseded values are not recommended for survey control.
 DA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0026.See file dsdata.txt to determine how the superseded data were derived.
 DA0026
 DA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB010080(NAD 83)
 DA0026_MARKER: DB = BENCH MARK DISK
 DA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0026_STAMPING: C 86 1935
 DA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0026+STABILITY: SURFACE MOTION
 DA0026
 DA0026  HISTORY     - Date     Condition        Report By
 DA0026  HISTORY     - 1935     MONUMENTED       CGS
 DA0026  HISTORY     - 1951     GOOD             NGS
 DA0026
 DA0026                          STATION DESCRIPTION
 DA0026
 DA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0026'4.1 MI NW FROM QUAJOTE.
 DA0026'4.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0026'VILLAGE OF QUAJOTE, 4.3 MILES EAST OF BITTER WELL, 0.7 MILE WEST OF
 DA0026'THE JUNCTION OF A GRADED ROAD LEADING SOUTH, ABOUT 200 FEET SOUTH OF
 DA0026'THE REMAINS OF AN OLD CABIN, ABOUT 100 FEET NORTH OF AND ACROSS THE
 DA0026'ROAD FROM A WIDE-SHALLOW WASH, AT THE SOUTHEAST BASE OF A SMALL ROUND
 DA0026'HILL, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH
 DA0026'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0026'0.3 FOOT ABOVE THE GROUND, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0636 ***********************************************************************
 DA0636  DESIGNATION -  C 87
 DA0636  PID         -  DA0636
 DA0636  STATE/COUNTY-  AZ/MARICOPA
 DA0636  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0636
 DA0636                         *CURRENT SURVEY CONTROL
 DA0636  ___________________________________________________________________
 DA0636* NAD 83(1986)-  32 50 25.     (N)    112 38 30.     (W)     SCALED    
 DA0636* NAVD 88     -       315.65   (+/-2cm)    1035.6    (feet)  VERTCON   
 DA0636  ___________________________________________________________________
 DA0636  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DA0636
 DA0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0636
 DA0636.The horizontal coordinates were scaled from a topographic map and have
 DA0636.an estimated accuracy of +/- 6 seconds.
 DA0636
 DA0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0636.The vertical order pertains to the NGVD 29 superseded value.
 DA0636
 DA0636.The geoid height was determined by GEOID03.
 DA0636
 DA0636;                    North         East    Units  Estimated Accuracy
 DA0636;SPC AZ C     -   204,270.      145,490.      MT  (+/- 180 meters Scaled)
 DA0636
 DA0636                          SUPERSEDED SURVEY CONTROL
 DA0636
 DA0636  NGVD 29 (??/??/92)  315.026  (m)         1033.55   (f) ADJ UNCH    2 0
 DA0636
 DA0636.Superseded values are not recommended for survey control.
 DA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0636.See file dsdata.txt to determine how the superseded data were derived.
 DA0636
 DA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB463347(NAD 83)
 DA0636_MARKER: DB = BENCH MARK DISK
 DA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0636_STAMPING: C 87 1935
 DA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0636+STABILITY: SURFACE MOTION
 DA0636
 DA0636  HISTORY     - Date     Condition        Report By
 DA0636  HISTORY     - 1935     MONUMENTED       CGS
 DA0636  HISTORY     - 1951     GOOD             NGS
 DA0636  HISTORY     - 1980     GOOD             USGS
 DA0636
 DA0636                          STATION DESCRIPTION
 DA0636
 DA0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0636'9.6 MI SE FROM GILA BEND.
 DA0636'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0636'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0636'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0636'SOUTH ALONG A TRACK ROAD, THENCE 5.6 MILES SOUTHEAST ALONG A TRACK
 DA0636'ROAD, 1.3 MILES SOUTHEAST OF THE Y JUNCTION OF AN ACCESS ROAD LEADING
 DA0636'SOUTH TO A RANCH HOUSE, ON A SMALL ROCKY RIDGE, AT A BARREN PATCH OF
 DA0636'GROUND, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 DA0636'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0636'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0636
 DA0636                          STATION RECOVERY (1980)
 DA0636
 DA0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0636'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AND I-8 ABOUT 2.5 MILES SE
 DA0636'OF GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0636'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 1.35 MILES ON TRACK ROAD
 DA0636'TO BM ON SW, SE OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DA0636'PROJECTING 0.3 FT AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1131 ***********************************************************************
 CZ1131  DESIGNATION -  C 88
 CZ1131  PID         -  CZ1131
 CZ1131  STATE/COUNTY-  AZ/PINAL
 CZ1131  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1131
 CZ1131                         *CURRENT SURVEY CONTROL
 CZ1131  ___________________________________________________________________
 CZ1131* NAD 83(1986)-  32 48 41.     (N)    111 58 50.     (W)     SCALED    
 CZ1131* NAVD 88     -       434.80   (+/-2cm)    1426.5    (feet)  VERTCON   
 CZ1131  ___________________________________________________________________
 CZ1131  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1131
 CZ1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1131
 CZ1131.The horizontal coordinates were scaled from a topographic map and have
 CZ1131.an estimated accuracy of +/- 6 seconds.
 CZ1131
 CZ1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1131.The vertical order pertains to the NGVD 29 superseded value.
 CZ1131
 CZ1131.The geoid height was determined by GEOID03.
 CZ1131
 CZ1131;                    North         East    Units  Estimated Accuracy
 CZ1131;SPC AZ C     -   200,840.      207,380.      MT  (+/- 180 meters Scaled)
 CZ1131
 CZ1131                          SUPERSEDED SURVEY CONTROL
 CZ1131
 CZ1131  NGVD 29 (??/??/92)  434.194  (m)         1424.52   (f) ADJ UNCH    2 0
 CZ1131
 CZ1131.Superseded values are not recommended for survey control.
 CZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1131.See file dsdata.txt to determine how the superseded data were derived.
 CZ1131
 CZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082308(NAD 83)
 CZ1131_MARKER: DB = BENCH MARK DISK
 CZ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1131_STAMPING: C 88 1935
 CZ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1131+STABILITY: SURFACE MOTION
 CZ1131
 CZ1131  HISTORY     - Date     Condition        Report By
 CZ1131  HISTORY     - 1935     MONUMENTED       CGS
 CZ1131  HISTORY     - 1951     GOOD             NGS
 CZ1131
 CZ1131                          STATION DESCRIPTION
 CZ1131
 CZ1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1131'7.2 MI S FROM STANFIELD.
 CZ1131'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1131'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1131'1.0 MILE EAST ALONG A TRACK ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK
 CZ1131'ROAD, AT SECTION CORNER S18, S 17, S19, S20, AT A WIRE GATE, 15 1/2
 CZ1131'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND GATE, 6.5 FEET SOUTH
 CZ1131'OF AN EAST-WEST FENCE LINE, 5.5 FEET SOUTHWEST OF THE SECTION CORNER
 CZ1131'POST, 1.1 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ1131'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0001 ***********************************************************************
 DA0001  DESIGNATION -  C 89
 DA0001  PID         -  DA0001
 DA0001  STATE/COUNTY-  AZ/MARICOPA
 DA0001  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0001
 DA0001                         *CURRENT SURVEY CONTROL
 DA0001  ___________________________________________________________________
 DA0001* NAD 83(1986)-  32 51 31.     (N)    112 17 24.     (W)     SCALED    
 DA0001* NAVD 88     -       528.99   (+/-2cm)    1735.5    (feet)  VERTCON   
 DA0001  ___________________________________________________________________
 DA0001  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0001
 DA0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0001
 DA0001.The horizontal coordinates were scaled from a topographic map and have
 DA0001.an estimated accuracy of +/- 6 seconds.
 DA0001
 DA0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0001.The vertical order pertains to the NGVD 29 superseded value.
 DA0001
 DA0001.The geoid height was determined by GEOID03.
 DA0001
 DA0001;                    North         East    Units  Estimated Accuracy
 DA0001;SPC AZ C     -   206,130.      178,420.      MT  (+/- 180 meters Scaled)
 DA0001
 DA0001                          SUPERSEDED SURVEY CONTROL
 DA0001
 DA0001  NGVD 29 (??/??/92)  528.338  (m)         1733.39   (f) ADJ UNCH    2 0
 DA0001
 DA0001.Superseded values are not recommended for survey control.
 DA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0001.See file dsdata.txt to determine how the superseded data were derived.
 DA0001
 DA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB792363(NAD 83)
 DA0001_MARKER: DB = BENCH MARK DISK
 DA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0001_STAMPING: C 89 1935
 DA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0001+STABILITY: SURFACE MOTION
 DA0001
 DA0001  HISTORY     - Date     Condition        Report By
 DA0001  HISTORY     - 1935     MONUMENTED       CGS
 DA0001  HISTORY     - 1977     GOOD             USGS
 DA0001
 DA0001                          STATION DESCRIPTION
 DA0001
 DA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0001'26.4 MI NE FROM GILA.
 DA0001'26.4 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0001'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0001'MILES EAST ALONG STATE HIGHWAY 84, THENCE 1.1 MILES NORTH ALONG A DIRT
 DA0001'ROAD LEADING TO MOBILE.  IT IS AT THE JUNCTION OF TWO DIM ROADS, AND
 DA0001'15 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 DA0001'STAMPED C 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0001
 DA0001                          STATION RECOVERY (1977)
 DA0001
 DA0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0001'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0001'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0001'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0001'LINE RD. FOR 0.25 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0001'THENCE S. ALONG A SECTION LINE RD. FOR 1.3 MI TO THE END OF THE RD.,
 DA0001'CONTINUE S. CROSS COUNTRY FOR 0.7 TO THE MARK. 0.25 MI N. AND 160 FT
 DA0001'W. OF SEC. COR. 31/T6S/RIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1032 ***********************************************************************
 DA1032  DESIGNATION -  C 9
 DA1032  PID         -  DA1032
 DA1032  STATE/COUNTY-  AZ/YUMA
 DA1032  USGS QUAD   -  GROWLER (1982)
 DA1032
 DA1032                         *CURRENT SURVEY CONTROL
 DA1032  ___________________________________________________________________
 DA1032* NAD 83(1986)-  32 49 31.     (N)    113 46 22.     (W)     SCALED    
 DA1032* NAVD 88     -       101.08   (+/-2cm)     331.6    (feet)  VERTCON   
 DA1032  ___________________________________________________________________
 DA1032  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DA1032
 DA1032  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1032
 DA1032.The horizontal coordinates were scaled from a topographic map and have
 DA1032.an estimated accuracy of +/- 6 seconds.
 DA1032
 DA1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1032.The vertical order pertains to the NGVD 29 superseded value.
 DA1032
 DA1032.The geoid height was determined by GEOID03.
 DA1032
 DA1032;                    North         East    Units  Estimated Accuracy
 DA1032;SPC AZ W     -   202,380.      211,230.      MT  (+/- 180 meters Scaled)
 DA1032
 DA1032                          SUPERSEDED SURVEY CONTROL
 DA1032
 DA1032  NGVD 29 (??/??/92)  100.451  (m)          329.56   (f) ADJ UNCH    1 2
 DA1032
 DA1032.Superseded values are not recommended for survey control.
 DA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1032.See file dsdata.txt to determine how the superseded data were derived.
 DA1032
 DA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB404353(NAD 83)
 DA1032_MARKER: DB = BENCH MARK DISK
 DA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1032_STAMPING: 329.563 C 9 1927
 DA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1032+STABILITY: SURFACE MOTION
 DA1032
 DA1032  HISTORY     - Date     Condition        Report By
 DA1032  HISTORY     - 1927     MONUMENTED       CGS
 DA1032  HISTORY     - 1935     GOOD             NGS
 DA1032
 DA1032                          STATION DESCRIPTION
 DA1032
 DA1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1032'24.7 MI NE FROM WELLTON.
 DA1032'24.7 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1032'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1032'COUNTY, 1.6 MILES NORTHEAST OF THE STATION AT GROWLER, 9-3/4 POLE
 DA1032'SOUTHWEST OF MILEPOST 795, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DA1032'TRACK, 37 FEET EAST OF A POLE, JUST INSIDE THE RIGHT OF WAY FENCE, AND
 DA1032'4 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 329.563 C 9
 DA1032'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA1032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0280 ***********************************************************************
 DA0280  DESIGNATION -  C 90
 DA0280  PID         -  DA0280
 DA0280  STATE/COUNTY-  AZ/PIMA
 DA0280  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0280
 DA0280                         *CURRENT SURVEY CONTROL
 DA0280  ___________________________________________________________________
 DA0280* NAD 83(1986)-  32 21 38.     (N)    112 09 24.     (W)     SCALED    
 DA0280* NAVD 88     -       620.37   (+/-2cm)    2035.3    (feet)  VERTCON   
 DA0280  ___________________________________________________________________
 DA0280  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0280
 DA0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0280
 DA0280.The horizontal coordinates were scaled from a topographic map and have
 DA0280.an estimated accuracy of +/- 6 seconds.
 DA0280
 DA0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0280.The vertical order pertains to the NGVD 29 superseded value.
 DA0280
 DA0280.The geoid height was determined by GEOID03.
 DA0280
 DA0280;                    North         East    Units  Estimated Accuracy
 DA0280;SPC AZ C     -   150,870.      190,770.      MT  (+/- 180 meters Scaled)
 DA0280
 DA0280                          SUPERSEDED SURVEY CONTROL
 DA0280
 DA0280  NGVD 29 (??/??/92)  619.714  (m)         2033.18   (f) ADJ UNCH    2 0
 DA0280
 DA0280.Superseded values are not recommended for survey control.
 DA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0280.See file dsdata.txt to determine how the superseded data were derived.
 DA0280
 DA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA911809(NAD 83)
 DA0280_MARKER: DB = BENCH MARK DISK
 DA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0280_STAMPING: C 90 1935
 DA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0280+STABILITY: SURFACE MOTION
 DA0280
 DA0280  HISTORY     - Date     Condition        Report By
 DA0280  HISTORY     - 1935     MONUMENTED       CGS
 DA0280  HISTORY     - 1952     GOOD             NGS
 DA0280  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0280
 DA0280                          STATION DESCRIPTION
 DA0280
 DA0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0280'7.45 MI NW FROM SANTA ROSA.
 DA0280'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0280'SANTA ROSA, THENCE 5.85 MILES WEST ALONG A GRADED ROAD, 0.5 MILE WEST
 DA0280'OF A WIDE CURVE IN THE ROAD, 0.1 MILE WEST OF A POINT WHERE A DRAINAGE
 DA0280'DITCH CROSSES UNDER A TELEPHONE LINE, 40 FEET SOUTH OF THE CENTER LINE
 DA0280'OF A SMALL DRAINAGE DITCH, 33 FEET NORTHEAST OF THE CENTER LINE OF AND
 DA0280'ABOUT LEVEL WITH THE ROAD, 17 FEET SOUTH OF A POINT IN LINE WITH A
 DA0280'TELEPHONE LINE, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0280'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0280
 DA0280                          STATION RECOVERY (1988)
 DA0280
 DA0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0928 ***********************************************************************
 CZ0928  DESIGNATION -  C 91
 CZ0928  PID         -  CZ0928
 CZ0928  STATE/COUNTY-  AZ/PIMA
 CZ0928  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0928
 CZ0928                         *CURRENT SURVEY CONTROL
 CZ0928  ___________________________________________________________________
 CZ0928* NAD 83(1986)-  32 18 22.     (N)    111 49 41.     (W)     SCALED    
 CZ0928* NAVD 88     -       585.24   (+/-2cm)    1920.1    (feet)  VERTCON   
 CZ0928  ___________________________________________________________________
 CZ0928  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ0928
 CZ0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0928
 CZ0928.The horizontal coordinates were scaled from a topographic map and have
 CZ0928.an estimated accuracy of +/- 6 seconds.
 CZ0928
 CZ0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0928.The vertical order pertains to the NGVD 29 superseded value.
 CZ0928
 CZ0928.The geoid height was determined by GEOID03.
 CZ0928
 CZ0928;                    North         East    Units  Estimated Accuracy
 CZ0928;SPC AZ C     -   144,810.      221,700.      MT  (+/- 180 meters Scaled)
 CZ0928
 CZ0928                          SUPERSEDED SURVEY CONTROL
 CZ0928
 CZ0928  NGVD 29 (??/??/92)  584.632  (m)         1918.08   (f) ADJ UNCH    2 0
 CZ0928
 CZ0928.Superseded values are not recommended for survey control.
 CZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0928.See file dsdata.txt to determine how the superseded data were derived.
 CZ0928
 CZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA220746(NAD 83)
 CZ0928_MARKER: DB = BENCH MARK DISK
 CZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0928_STAMPING: C 91 1935
 CZ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0928+STABILITY: SURFACE MOTION
 CZ0928
 CZ0928  HISTORY     - Date     Condition        Report By
 CZ0928  HISTORY     - 1935     MONUMENTED       CGS
 CZ0928  HISTORY     - 1952     GOOD             NGS
 CZ0928
 CZ0928                          STATION DESCRIPTION
 CZ0928
 CZ0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0928'12.70 MI E FROM SANTA ROSA.
 CZ0928'12.45 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0928'THENCE 0.25 MILES NORTHEAST ALONG A TRACK ROAD WHICH FORMS A LOOP WITH
 CZ0928'THE MAIN ROAD, WHERE THE ROADS REJOIN, ABOUT 100 YARDS NORTH OF AN
 CZ0928'EAST-WEST FENCE LINE, 14 FEET SOUTHWEST OF THE CENTER LINE OF AND
 CZ0928'ABOUT LEVEL WITH THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, AND SET
 CZ0928'IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0158 ***********************************************************************
 DA0158  DESIGNATION -  C 93
 DA0158  PID         -  DA0158
 DA0158  STATE/COUNTY-  AZ/MARICOPA
 DA0158  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0158
 DA0158                         *CURRENT SURVEY CONTROL
 DA0158  ___________________________________________________________________
 DA0158* NAD 83(1986)-  32 47 46.     (N)    112 14 01.     (W)     SCALED    
 DA0158* NAVD 88     -       572.77   (+/-2cm)    1879.2    (feet)  VERTCON   
 DA0158  ___________________________________________________________________
 DA0158  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0158
 DA0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0158
 DA0158.The horizontal coordinates were scaled from a topographic map and have
 DA0158.an estimated accuracy of +/- 6 seconds.
 DA0158
 DA0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0158.The vertical order pertains to the NGVD 29 superseded value.
 DA0158
 DA0158.The geoid height was determined by GEOID03.
 DA0158
 DA0158;                    North         East    Units  Estimated Accuracy
 DA0158;SPC AZ C     -   199,190.      183,680.      MT  (+/- 180 meters Scaled)
 DA0158
 DA0158                          SUPERSEDED SURVEY CONTROL
 DA0158
 DA0158  NGVD 29 (??/??/92)  572.109  (m)         1876.99   (f) ADJ UNCH    2 0
 DA0158
 DA0158.Superseded values are not recommended for survey control.
 DA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0158.See file dsdata.txt to determine how the superseded data were derived.
 DA0158
 DA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB844293(NAD 83)
 DA0158_MARKER: DB = BENCH MARK DISK
 DA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0158_STAMPING: C 93 1935
 DA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0158+STABILITY: SURFACE MOTION
 DA0158
 DA0158  HISTORY     - Date     Condition        Report By
 DA0158  HISTORY     - 1935     MONUMENTED       CGS
 DA0158
 DA0158                          STATION DESCRIPTION
 DA0158
 DA0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0158'28.2 MI E FROM GILA.
 DA0158'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0158'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 3.7 MILES SOUTH
 DA0158'ALONG A DIM TRACK ROAD.  1.1 MILES SOUTHEAST OF THE J.V. PACE RANCH
 DA0158'HOUSE, 0.6 MILE EAST OF A ROAD JUNCTION, 22 FEET NORTH OF THE
 DA0158'CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE SOUTH BANK OF A LARGE
 DA0158'WASH, 1.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER
 DA0158'THAN THE ROAD.  A STANDARD DISK, STAMPED C 93 1935 AND SET IN THE TOP
 DA0158'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0663 ***********************************************************************
 CZ0663  DESIGNATION -  C 94
 CZ0663  PID         -  CZ0663
 CZ0663  STATE/COUNTY-  AZ/PIMA
 CZ0663  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0663
 CZ0663                         *CURRENT SURVEY CONTROL
 CZ0663  ___________________________________________________________________
 CZ0663* NAD 83(1986)-  32 10 37.     (N)    111 14 34.     (W)     SCALED    
 CZ0663* NAVD 88     -       707.94   (+/-2cm)    2322.6    (feet)  VERTCON   
 CZ0663  ___________________________________________________________________
 CZ0663  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0663
 CZ0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0663
 CZ0663.The horizontal coordinates were scaled from a topographic map and have
 CZ0663.an estimated accuracy of +/- 6 seconds.
 CZ0663
 CZ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0663.The vertical order pertains to the NGVD 29 superseded value.
 CZ0663
 CZ0663.The geoid height was determined by GEOID03.
 CZ0663
 CZ0663;                    North         East    Units  Estimated Accuracy
 CZ0663;SPC AZ C     -   130,690.      276,910.      MT  (+/- 180 meters Scaled)
 CZ0663
 CZ0663                          SUPERSEDED SURVEY CONTROL
 CZ0663
 CZ0663  NGVD 29 (??/??/92)  707.290  (m)         2320.50   (f) ADJ UNCH    2 0
 CZ0663
 CZ0663.Superseded values are not recommended for survey control.
 CZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0663.See file dsdata.txt to determine how the superseded data were derived.
 CZ0663
 CZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA771600(NAD 83)
 CZ0663_MARKER: DB = BENCH MARK DISK
 CZ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0663_STAMPING: C 94 1935
 CZ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0663+STABILITY: SURFACE MOTION
 CZ0663
 CZ0663  HISTORY     - Date     Condition        Report By
 CZ0663  HISTORY     - 1935     MONUMENTED       CGS
 CZ0663  HISTORY     - 1951     GOOD             NGS
 CZ0663
 CZ0663                          STATION DESCRIPTION
 CZ0663
 CZ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0663'19.4 MI SW FROM TUCSON.
 CZ0663'13.6 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0663'STATE HIGHWAY 86, THENCE 5.2 MILES NORTHWEST ALONG A SAND AND DIRT
 CZ0663'ROAD, THENCE 0.6 MILE WEST ALONG A VERY DIM TRACK ROAD, ABOUT 250
 CZ0663'YARDS EAST OF ROBLES WELL, AND ABOUT 105 YARDS NORTHWEST OF THE
 CZ0663'NORTHWEST BANK OF A DIRT WATER RESERVOIR, 33 FEET SOUTHWEST OF THE
 CZ0663'CENTER LINE OF THE VERY DIM TRACK ROAD, 1.7 FEET NORTHWEST OF A
 CZ0663'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN A
 CZ0663'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0600 ***********************************************************************
 FR0600  DESIGNATION -  C 95
 FR0600  PID         -  FR0600
 FR0600  STATE/COUNTY-  AZ/MOHAVE
 FR0600  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0600
 FR0600                         *CURRENT SURVEY CONTROL
 FR0600  ___________________________________________________________________
 FR0600* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0600* NAVD 88     -      1768.041  (meters)    5800.65   (feet)  POSTED    
 FR0600  ___________________________________________________________________
 FR0600  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0600  DYNAMIC HT  -        1765.860 (meters)    5793.49  (feet)  COMP
 FR0600  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0600
 FR0600  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0600
 FR0600.The horizontal coordinates were scaled from a topographic map and have
 FR0600.an estimated accuracy of +/- 6 seconds.
 FR0600
 FR0600.The orthometric height was determined by differential leveling
 FR0600.and adjusted by the National Geodetic Survey in 1992..
 FR0600.No vertical observational check was made to the station.
 FR0600.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0600.was located on a no-check spur therefore a value was not computed.
 FR0600
 FR0600.The geoid height was determined by GEOID03.
 FR0600
 FR0600.The dynamic height is computed by dividing the NAVD 88
 FR0600.geopotential number by the normal gravity value computed on the
 FR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0600.degrees latitude (g = 980.6199 gals.).
 FR0600
 FR0600.The modeled gravity was interpolated from observed gravity values.
 FR0600
 FR0600;                    North         East    Units  Estimated Accuracy
 FR0600;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0600
 FR0600                          SUPERSEDED SURVEY CONTROL
 FR0600
 FR0600  NGVD 29 (??/??/92) 1767.175  (m)         5797.81   (f) ADJ UNCH    2 0
 FR0600
 FR0600.Superseded values are not recommended for survey control.
 FR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0600.See file dsdata.txt to determine how the superseded data were derived.
 FR0600
 FR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0600_MARKER: DB = BENCH MARK DISK
 FR0600_SETTING: 80 = SET IN A BOULDER
 FR0600_SP_SET: BOULDER
 FR0600_STAMPING: C 95 1935
 FR0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0600+STABILITY: SURFACE MOTION
 FR0600
 FR0600  HISTORY     - Date     Condition        Report By
 FR0600  HISTORY     - 1935     MONUMENTED       CGS
 FR0600
 FR0600                          STATION DESCRIPTION
 FR0600
 FR0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0600'59.2 MI NW FROM PEACH SPRINGS.
 FR0600'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0600'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0600'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0600'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0600'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, AT THE HIGHEST POINT OF A
 FR0600'ROUNDED KNOLL, IN THE TOP OF A BLACK BOULDER, AND ABOUT 8 INCHES ABOVE
 FR0600'THE GROUND.  A STANDARD DISK, STAMPED C 95 19635.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0649 ***********************************************************************
 FR0649  DESIGNATION -  C 96
 FR0649  PID         -  FR0649
 FR0649  STATE/COUNTY-  AZ/MOHAVE
 FR0649  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0649
 FR0649                         *CURRENT SURVEY CONTROL
 FR0649  ___________________________________________________________________
 FR0649* NAD 83(1986)-  35 36 23.     (N)    113 36 09.     (W)     SCALED    
 FR0649* NAVD 88     -      1496.063  (meters)    4908.33   (feet)  POSTED    
 FR0649  ___________________________________________________________________
 FR0649  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0649  DYNAMIC HT  -        1494.210 (meters)    4902.25  (feet)  COMP
 FR0649  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 FR0649
 FR0649  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0649
 FR0649.The horizontal coordinates were scaled from a topographic map and have
 FR0649.an estimated accuracy of +/- 6 seconds.
 FR0649
 FR0649.The orthometric height was determined by differential leveling
 FR0649.and adjusted by the National Geodetic Survey in 1992..
 FR0649.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0649.rate of 0.0 thru 1.0 mm/km.
 FR0649
 FR0649.The geoid height was determined by GEOID03.
 FR0649
 FR0649.The dynamic height is computed by dividing the NAVD 88
 FR0649.geopotential number by the normal gravity value computed on the
 FR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0649.degrees latitude (g = 980.6199 gals.).
 FR0649
 FR0649.The modeled gravity was interpolated from observed gravity values.
 FR0649
 FR0649;                    North         East    Units  Estimated Accuracy
 FR0649;SPC AZ W     -   510,870.      226,720.      MT  (+/- 180 meters Scaled)
 FR0649
 FR0649                          SUPERSEDED SURVEY CONTROL
 FR0649
 FR0649  NGVD 29 (??/??/92) 1495.161  (m)         4905.37   (f) ADJ UNCH    2 0
 FR0649
 FR0649.Superseded values are not recommended for survey control.
 FR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0649.See file dsdata.txt to determine how the superseded data were derived.
 FR0649
 FR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE642434(NAD 83)
 FR0649_MARKER: DB = BENCH MARK DISK
 FR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0649_STAMPING: C 96 1935
 FR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0649+STABILITY: SURFACE MOTION
 FR0649
 FR0649  HISTORY     - Date     Condition        Report By
 FR0649  HISTORY     - 1935     MONUMENTED       CGS
 FR0649
 FR0649                          STATION DESCRIPTION
 FR0649
 FR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0649'12.6 MI NW FROM PEACH SPRINGS.
 FR0649'ABOUT 12.6 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0649'COUNTY, ABOUT 200 YARDS SOUTH OF A CORRUGATED-IRON PIPE CULVERT, AND
 FR0649'23 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FR0649'C 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0638 ***********************************************************************
 FR0638  DESIGNATION -  C 97
 FR0638  PID         -  FR0638
 FR0638  STATE/COUNTY-  AZ/MOHAVE
 FR0638  USGS QUAD   -  SPENCER CANYON (1967)
 FR0638
 FR0638                         *CURRENT SURVEY CONTROL
 FR0638  ___________________________________________________________________
 FR0638* NAD 83(1986)-  35 47 46.     (N)    113 39 27.     (W)     SCALED    
 FR0638* NAVD 88     -       527.051  (meters)    1729.17   (feet)  POSTED    
 FR0638  ___________________________________________________________________
 FR0638  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FR0638  DYNAMIC HT  -         526.390 (meters)    1727.00  (feet)  COMP
 FR0638  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 FR0638
 FR0638  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0638
 FR0638.The horizontal coordinates were scaled from a topographic map and have
 FR0638.an estimated accuracy of +/- 6 seconds.
 FR0638
 FR0638.The orthometric height was determined by differential leveling
 FR0638.and adjusted by the National Geodetic Survey in 1992..
 FR0638.No vertical observational check was made to the station.
 FR0638.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0638.was located on a no-check spur therefore a value was not computed.
 FR0638
 FR0638.The geoid height was determined by GEOID03.
 FR0638
 FR0638.The dynamic height is computed by dividing the NAVD 88
 FR0638.geopotential number by the normal gravity value computed on the
 FR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0638.degrees latitude (g = 980.6199 gals.).
 FR0638
 FR0638.The modeled gravity was interpolated from observed gravity values.
 FR0638
 FR0638;                    North         East    Units  Estimated Accuracy
 FR0638;SPC AZ W     -   531,910.      221,720.      MT  (+/- 180 meters Scaled)
 FR0638
 FR0638                          SUPERSEDED SURVEY CONTROL
 FR0638
 FR0638  NGVD 29 (??/??/92)  526.108  (m)         1726.07   (f) ADJ UNCH    2 0
 FR0638
 FR0638.Superseded values are not recommended for survey control.
 FR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0638.See file dsdata.txt to determine how the superseded data were derived.
 FR0638
 FR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE598645(NAD 83)
 FR0638_MARKER: DB = BENCH MARK DISK
 FR0638_SETTING: 66 = SET IN ROCK OUTCROP
 FR0638_SP_SET: ROCK LEDGE
 FR0638_STAMPING: C 97 1935
 FR0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0638+STABILITY: POSITION/ELEVATION WELL
 FR0638
 FR0638  HISTORY     - Date     Condition        Report By
 FR0638  HISTORY     - 1935     MONUMENTED       CGS
 FR0638  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0638
 FR0638                          STATION DESCRIPTION
 FR0638
 FR0638'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0638'26.9 MI NW FROM PEACH SPRINGS.
 FR0638'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0638'THENCE ABOUT 12.8 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0638'RIVER ROAD AND TRAIL, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 FR0638'SPENCER CANYON, AT THE NORTH SIDE OF MUTTIWITTI CANYON, IN THE TOP OF
 FR0638'A ROCK LEDGE AT THE NORTH WALL, AND ABOUT 5 FEET HIGHER THAN THE BED
 FR0638'OF A WASH.  A STANDARD DISK, STAMPED C 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0104 ***********************************************************************
 ET0104  DESIGNATION -  C 98
 ET0104  PID         -  ET0104
 ET0104  STATE/COUNTY-  AZ/YAVAPAI
 ET0104  USGS QUAD   -  PERKINSVILLE (1973)
 ET0104
 ET0104                         *CURRENT SURVEY CONTROL
 ET0104  ___________________________________________________________________
 ET0104* NAD 83(1986)-  34 56 22.     (N)    112 14 44.     (W)     SCALED    
 ET0104* NAVD 88     -      1314.71   (+/-2cm)    4313.3    (feet)  VERTCON   
 ET0104  ___________________________________________________________________
 ET0104  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ET0104
 ET0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0104
 ET0104.The horizontal coordinates were scaled from a topographic map and have
 ET0104.an estimated accuracy of +/- 6 seconds.
 ET0104
 ET0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0104.The vertical order pertains to the NGVD 29 superseded value.
 ET0104
 ET0104.The geoid height was determined by GEOID03.
 ET0104
 ET0104;                    North         East    Units  Estimated Accuracy
 ET0104;SPC AZ C     -   436,910.      183,320.      MT  (+/- 180 meters Scaled)
 ET0104
 ET0104                          SUPERSEDED SURVEY CONTROL
 ET0104
 ET0104  NGVD 29 (??/??/92) 1313.936  (m)         4310.81   (f) ADJ UNCH    2 0
 ET0104
 ET0104.Superseded values are not recommended for survey control.
 ET0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0104.See file dsdata.txt to determine how the superseded data were derived.
 ET0104
 ET0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD862670(NAD 83)
 ET0104_MARKER: DB = BENCH MARK DISK
 ET0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0104_STAMPING: C 98 1935
 ET0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0104+STABILITY: SURFACE MOTION
 ET0104
 ET0104  HISTORY     - Date     Condition        Report By
 ET0104  HISTORY     - 1935     MONUMENTED       CGS
 ET0104
 ET0104                          STATION DESCRIPTION
 ET0104
 ET0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0104'6.0 MI NW FROM PERKINSVILLE.
 ET0104'6.0 MI. N.W. ALONG AT AND SF R.R. 110 FT. E. OF A GALVANIZED IRON
 ET0104'CULVERT NO.12-B, 75 FT. N.W. OF A MOTOR CAR SET OFF, AND 50 FT. N. OF
 ET0104'THE CENTER LINE OF TRACK, AND ABOUT 0.2 MI. S.E. OF BEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0166 ***********************************************************************
 EU0166  DESIGNATION -  C 99
 EU0166  PID         -  EU0166
 EU0166  STATE/COUNTY-  AZ/LA PAZ
 EU0166  USGS QUAD   -  PARKER SE (1970)
 EU0166
 EU0166                         *CURRENT SURVEY CONTROL
 EU0166  ___________________________________________________________________
 EU0166* NAD 83(1986)-  34 03 02.     (N)    114 15 23.     (W)     SCALED    
 EU0166* NAVD 88     -       170.06   (+/-2cm)     557.9    (feet)  VERTCON   
 EU0166  ___________________________________________________________________
 EU0166  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0166
 EU0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0166
 EU0166.The horizontal coordinates were scaled from a topographic map and have
 EU0166.an estimated accuracy of +/- 6 seconds.
 EU0166
 EU0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0166.The vertical order pertains to the NGVD 29 superseded value.
 EU0166
 EU0166.The geoid height was determined by GEOID03.
 EU0166
 EU0166;                    North         East    Units  Estimated Accuracy
 EU0166;SPC AZ W     -   338,390.      166,610.      MT  (+/- 180 meters Scaled)
 EU0166
 EU0166                          SUPERSEDED SURVEY CONTROL
 EU0166
 EU0166  NGVD 29 (??/??/??)  169.457  (m)          555.96   (f) ADJUSTED    2 0
 EU0166
 EU0166.Superseded values are not recommended for survey control.
 EU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0166.See file dsdata.txt to determine how the superseded data were derived.
 EU0166
 EU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT532711(NAD 83)
 EU0166_MARKER: DB = BENCH MARK DISK
 EU0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0166_STAMPING: C 99 1935
 EU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0166+STABILITY: SURFACE MOTION
 EU0166
 EU0166  HISTORY     - Date     Condition        Report By
 EU0166  HISTORY     - 1935     MONUMENTED       CGS
 EU0166
 EU0166                          STATION DESCRIPTION
 EU0166
 EU0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0166'1 MI S FROM DENNY.
 EU0166'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0166'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 0.5 MILE
 EU0166'EAST OF MILEPOST 99, ABOUT 50 YARDS (4 1/2 RAILS) SOUTH OF
 EU0166'MILEAGE 98.5, 37 FEET WEST OF THE CENTER LINE OF THE TRACK, 28
 EU0166'FEET NORTH OF A POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 EU0166'DISK, STAMPED C 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0713 ***********************************************************************
 FR0713  DESIGNATION -  C RM 1
 FR0713  PID         -  FR0713
 FR0713  STATE/COUNTY-  AZ/MOHAVE
 FR0713  USGS QUAD   -  TRUXTON (1980)
 FR0713
 FR0713                         *CURRENT SURVEY CONTROL
 FR0713  ___________________________________________________________________
 FR0713* NAD 83(1986)-  35 29 40.     (N)    113 32 30.     (W)     SCALED    
 FR0713* NAVD 88     -      1346.042  (meters)    4416.14   (feet)  ADJUSTED  
 FR0713  ___________________________________________________________________
 FR0713  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0713  DYNAMIC HT  -        1344.381 (meters)    4410.69  (feet)  COMP
 FR0713  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FR0713
 FR0713  VERT ORDER  -  FIRST     CLASS II
 FR0713
 FR0713.The horizontal coordinates were scaled from a topographic map and have
 FR0713.an estimated accuracy of +/- 6 seconds.
 FR0713
 FR0713.The orthometric height was determined by differential leveling
 FR0713.and adjusted by the National Geodetic Survey in June 1991..
 FR0713
 FR0713.The geoid height was determined by GEOID03.
 FR0713
 FR0713.The dynamic height is computed by dividing the NAVD 88
 FR0713.geopotential number by the normal gravity value computed on the
 FR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0713.degrees latitude (g = 980.6199 gals.).
 FR0713
 FR0713.The modeled gravity was interpolated from observed gravity values.
 FR0713
 FR0713;                    North         East    Units  Estimated Accuracy
 FR0713;SPC AZ W     -   498,460.      232,260.      MT  (+/- 180 meters Scaled)
 FR0713
 FR0713                          SUPERSEDED SURVEY CONTROL
 FR0713
 FR0713.No superseded survey control is available for this station.
 FR0713
 FR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694308(NAD 83)
 FR0713_MARKER: DR = REFERENCE MARK DISK
 FR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0713_SP_SET: CONCRETE POST
 FR0713_STAMPING: GLO C NO 1 1944
 FR0713_MARK LOGO: USGLO 
 FR0713_PROJECTION: PROJECTING 9 CENTIMETERS
 FR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0713+STABILITY: SURFACE MOTION
 FR0713
 FR0713  HISTORY     - Date     Condition        Report By
 FR0713  HISTORY     - 1944     MONUMENTED       CGS
 FR0713  HISTORY     - 1982     GOOD             NGS
 FR0713
 FR0713                          STATION DESCRIPTION
 FR0713
 FR0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0713'12.0 KM (7.5 MI) SW FROM PEACH SPRINGS.
 FR0713'12.0 KM (7.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0713'AT PEACH SPRINGS, 15.6 METERS (51.3 FEET) EAST OF THE STATION. -SEE
 FR0713'DESCRIPTION FOR STATION USGLO C-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0714 ***********************************************************************
 FR0714  DESIGNATION -  C RM 2
 FR0714  PID         -  FR0714
 FR0714  STATE/COUNTY-  AZ/MOHAVE
 FR0714  USGS QUAD   -  TRUXTON (1980)
 FR0714
 FR0714                         *CURRENT SURVEY CONTROL
 FR0714  ___________________________________________________________________
 FR0714* NAD 83(1986)-  35 29 40.     (N)    113 32 30.     (W)     SCALED    
 FR0714* NAVD 88     -      1345.525  (meters)    4414.44   (feet)  ADJUSTED  
 FR0714  ___________________________________________________________________
 FR0714  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0714  DYNAMIC HT  -        1343.865 (meters)    4409.00  (feet)  COMP
 FR0714  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FR0714
 FR0714  VERT ORDER  -  FIRST     CLASS II
 FR0714
 FR0714.The horizontal coordinates were scaled from a topographic map and have
 FR0714.an estimated accuracy of +/- 6 seconds.
 FR0714
 FR0714.The orthometric height was determined by differential leveling
 FR0714.and adjusted by the National Geodetic Survey in June 1991..
 FR0714
 FR0714.The geoid height was determined by GEOID03.
 FR0714
 FR0714.The dynamic height is computed by dividing the NAVD 88
 FR0714.geopotential number by the normal gravity value computed on the
 FR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0714.degrees latitude (g = 980.6199 gals.).
 FR0714
 FR0714.The modeled gravity was interpolated from observed gravity values.
 FR0714
 FR0714;                    North         East    Units  Estimated Accuracy
 FR0714;SPC AZ W     -   498,460.      232,260.      MT  (+/- 180 meters Scaled)
 FR0714
 FR0714                          SUPERSEDED SURVEY CONTROL
 FR0714
 FR0714.No superseded survey control is available for this station.
 FR0714
 FR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694308(NAD 83)
 FR0714_MARKER: DR = REFERENCE MARK DISK
 FR0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0714_SP_SET: CONCRETE POST
 FR0714_STAMPING: GLO C NO 2 1944
 FR0714_MARK LOGO: USGLO 
 FR0714_PROJECTION: FLUSH
 FR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0714+STABILITY: SURFACE MOTION
 FR0714
 FR0714  HISTORY     - Date     Condition        Report By
 FR0714  HISTORY     - 1944     MONUMENTED       CGS
 FR0714  HISTORY     - 1982     GOOD             NGS
 FR0714
 FR0714                          STATION DESCRIPTION
 FR0714
 FR0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0714'12.0 KM (7.5 MI) SW FROM PEACH SPRINGS.
 FR0714'12.0 KM (7.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0714'AT PEACH SPRINGS, 12.9 METERS (42.4 FEET) NORTHWEST OF THE STATION.
 FR0714'-SEE DESCRIPTION OF STATION USGLO C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5247 ***********************************************************************
 AA5247  DESIGNATION -  CABABI RESET
 AA5247  PID         -  AA5247
 AA5247  STATE/COUNTY-  AZ/PIMA
 AA5247  USGS QUAD   -  KO VAYA (1979)
 AA5247
 AA5247                         *CURRENT SURVEY CONTROL
 AA5247  ___________________________________________________________________
 AA5247* NAD 83(1992)-  32 03 57.88748(N)    111 59 45.46622(W)     ADJUSTED  
 AA5247* NAVD 88     -                                                        
 AA5247  ___________________________________________________________________
 AA5247  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AA5247  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA5247
 AA5247  HORZ ORDER  -  SECOND
 AA5247
 AA5247.The horizontal coordinates were established by classical geodetic methods
 AA5247.and adjusted by the National Geodetic Survey in August 1993..
 AA5247
 AA5247
 AA5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5247
 AA5247.The geoid height was determined by GEOID03.
 AA5247
 AA5247;                    North         East     Units Scale Factor Converg.
 AA5247;SPC AZ C     -   118,196.463   205,873.182   MT  0.99990069   -0 02 31.6
 AA5247;SPC AZ C     -   387,783.67    675,436.95   iFT  0.99990069   -0 02 31.6
 AA5247;UTM  12      - 3,548,193.990   405,991.437   MT  0.99970899   -0 31 43.7
 AA5247
 AA5247:                Primary Azimuth Mark                     Grid Az
 AA5247:SPC AZ C     -  CABABI AZ MK 2                           201 42 09.4
 AA5247:UTM  12      -  CABABI AZ MK 2                           202 11 21.5
 AA5247
 AA5247|---------------------------------------------------------------------|
 AA5247| PID    Reference Object                     Distance      Geod. Az  |
 AA5247|                                                           dddmmss.s |
 AA5247| CH4910 CABABI AZ MK 2                                     2013937.8 |
 AA5247| CH4911 CABABI RM 1                           6.893 METERS 21111     |
 AA5247| CH4912 CABABI RM 2                           5.443 METERS 31409     |
 AA5247| CH4913 CABABI 2 RM 2                         5.442 METERS 31414     |
 AA5247| DA1474 BROWNELL                            APPROX.21.1 KM 3165028.1 |
 AA5247| CH4909 CABABI AZ MK                                       3211702.0 |
 AA5247|---------------------------------------------------------------------|
 AA5247
 AA5247                          SUPERSEDED SURVEY CONTROL
 AA5247
 AA5247  NAD 83(1986)-  32 03 57.88094(N)    111 59 45.46685(W) AD(       ) 2
 AA5247
 AA5247.Superseded values are not recommended for survey control.
 AA5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5247.See file dsdata.txt to determine how the superseded data were derived.
 AA5247
 AA5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0599148194(NAD 83)
 AA5247_MARKER: DS = TRIANGULATION STATION DISK
 AA5247_SETTING: 66 = SET IN ROCK OUTCROP
 AA5247_STAMPING: CABABI 1936 1971
 AA5247_PROJECTION: FLUSH
 AA5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5247
 AA5247  HISTORY     - Date     Condition        Report By
 AA5247  HISTORY     - 1971     MONUMENTED       NGS
 AA5247  HISTORY     - 1979     GOOD             AZDT
 AA5247
 AA5247                          STATION DESCRIPTION
 AA5247
 AA5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AA5247'STATION DISK WAS FOUND SLIGHTLY MUTILATED AND THE CONCRETE
 AA5247'CRACKED.  THE DISK WAS REPLACED AT THIS TIME.  A NEW AZIMUTH
 AA5247'MARK WAS ESTABLISHED.
 AA5247'
 AA5247'THE STATION MARK IS A STANDARD DISK STAMPED, CABABI 1936
 AA5247'1971.  IT IS SET IN CONCRETE IN A DEPRESSION IN THE ROCK OUTCROP.
 AA5247'THE MARK IS ON THE HIGHEST PART OF THE HILL AND FLUSH WITH
 AA5247'THE SURROUNDING SURFACE.
 AA5247'
 AA5247'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CABABI NO 1 1936.
 AA5247'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BED ROCK WHICH
 AA5247'PROJECTS SEVERAL INCHES.  THE MARK IS ABOUT 1 FOOT LOWER
 AA5247'THAN THE STATION.
 AA5247'
 AA5247'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 AA5247'MARK DISK STAMPED, CABABI 2 NO 2 1962.  IT IS SET IN A DRILL
 AA5247'HOLE IN A ROCK OUTCROP WHICH PROJECTS SEVERAL INCHES.  THE
 AA5247'MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 AA5247'
 AA5247'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CABABI 1936
 AA5247'1971.  IT IS SET IN CONCRETE IN A CAVITY IN A LARGE BOULDER
 AA5247'AT THE NORTHWEST END OF THE RIDGE.  IT IS NEAR THE BASE OF
 AA5247'A 30 FOOT OUTCROP OF DARK RED BOULDERS.
 AA5247'
 AA5247'TO REACH THE STATION FROM THE HOSPITAL IN SELLS GO EAST FOR
 AA5247'0.1 MILE TO ARIZONA HIGHWAY 86.  TURN LEFT AND FOLLOW HIGHWAY
 AA5247'NORTHWEST FOR 11.5 MILES TO A REST AREA ON THE LEFT, CONTINUE
 AA5247'AHEAD FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT AT A WIRE
 AA5247'GATE.  TURN RIGHT AND FOLLOW THE MAIN TRACKS NORTH FOR ABOUT
 AA5247'2-1/4 MILES TO A DETACHED RIDGE WHICH IS ABOUT 1/2 MILE
 AA5247'LONG AND SEVERAL HUNDRED FEET HIGH.  THE STATION IS ON THE
 AA5247'HIGHEST POINT WHICH IS ABOUT A 10 MINUTE PACK.
 AA5247'
 AA5247'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AA5247'
 AA5247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 AA5247'NORTHWEST OF SELLS
 AA5247'FOR AT THIS TIME.
 AA5247
 AA5247                          STATION RECOVERY (1979)
 AA5247
 AA5247'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 AA5247'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AA5247'DESCRIBED IN 1971.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1055 ***********************************************************************
 ET1055  DESIGNATION -  CABAL
 ET1055  PID         -  ET1055
 ET1055  STATE/COUNTY-  AZ/LA PAZ
 ET1055  USGS QUAD   -  SMITH PEAK NW (1967)
 ET1055
 ET1055                         *CURRENT SURVEY CONTROL
 ET1055  ___________________________________________________________________
 ET1055* NAD 83(1992)-  34 14 25.23647(N)    113 28 21.27350(W)     ADJUSTED  
 ET1055* NAVD 88     -       452.58   (+/-2cm)    1484.8    (feet)  VERTCON   
 ET1055  ___________________________________________________________________
 ET1055  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ET1055  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET1055
 ET1055  HORZ ORDER  -  SECOND
 ET1055  VERT ORDER  -  THIRD ? (See Below)
 ET1055
 ET1055.The horizontal coordinates were established by classical geodetic methods
 ET1055.and adjusted by the National Geodetic Survey in August 1993..
 ET1055
 ET1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1055.The vertical order pertains to the NGVD 29 superseded value.
 ET1055
 ET1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1055
 ET1055.The geoid height was determined by GEOID03.
 ET1055
 ET1055;                    North         East     Units Scale Factor Converg.
 ET1055;SPC AZ W     -   359,357.967   238,915.684   MT  0.99994138   +0 09 22.0
 ET1055;SPC AZ W     - 1,178,995.95    783,844.11   iFT  0.99994138   +0 09 22.0
 ET1055;SPC AZ C     -   360,406.338    70,031.567   MT  1.00015315   -0 52 32.2
 ET1055;SPC AZ C     - 1,182,435.49    229,762.36   iFT  1.00015315   -0 52 32.2
 ET1055;UTM  12      - 3,791,571.012   272,281.925   MT  1.00023925   -1 23 30.6
 ET1055
 ET1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1055!SPC AZ W     -   0.99993367  x   0.99994138  =   0.99987505
 ET1055!SPC AZ C     -   0.99993367  x   1.00015315  =   1.00008681
 ET1055!UTM  12      -   0.99993367  x   1.00023925  =   1.00017290
 ET1055
 ET1055|---------------------------------------------------------------------|
 ET1055| PID    Reference Object                     Distance      Geod. Az  |
 ET1055|                                                           dddmmss.s |
 ET1055| CH2850 CABAL RM 1                           11.649 METERS 06032     |
 ET1055| CH2849 CABAL AZ MK                                        3141235.1 |
 ET1055| ET0651 A 12                                  6.073 METERS 32959     |
 ET1055|---------------------------------------------------------------------|
 ET1055
 ET1055                          SUPERSEDED SURVEY CONTROL
 ET1055
 ET1055  NAD 83(1986)-  34 14 25.23424(N)    113 28 21.28001(W) AD(       ) 2
 ET1055  NAD 27      -  34 14 25.15800(N)    113 28 18.54700(W) AD(       ) 2
 ET1055  NGVD 29 (07/19/86)  451.92   (m)         1482.7    (f) LEVELING    3  
 ET1055
 ET1055.Superseded values are not recommended for survey control.
 ET1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1055.See file dsdata.txt to determine how the superseded data were derived.
 ET1055
 ET1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7228291571(NAD 83)
 ET1055_MARKER: DS = TRIANGULATION STATION DISK
 ET1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1055
 ET1055  HISTORY     - Date     Condition        Report By
 ET1055  HISTORY     - 1948     MONUMENTED       CGS
 ET1055  HISTORY     - 20010730 GOOD             NGS
 ET1055
 ET1055                          STATION DESCRIPTION
 ET1055
 ET1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1055'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHEAST OF ALAMO
 ET1055'CROSSING AT THE JUNCTION OF THE ROAD FROM ALAMO CROSSING TO
 ET1055'WENDEN AND THE ROAD FROM ALAMO CROSSING TO CONGRESS.  THE
 ET1055'STATION MARK PROJECTS 8 INCHES, IS SET BETWEEN THE TWO ROADS
 ET1055'100 FEET SOUTHEAST OF THEIR JUNCTION AND 8 FEET SOUTHWEST OF
 ET1055'A WHITE WITNESS POST.  IT IS STAMPED, CABAL 1948.
 ET1055'
 ET1055'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 ET1055'AS THE STATION MARK AND IS SET 10 FEET NORTH OF THE CONGRESS
 ET1055'ROAD.  IT IS STAMPED, CABAL NO 1 1948.
 ET1055'
 ET1055'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BENCH MARK THAT
 ET1055'PROJECTS 3 INCHES, IS THE SAME ELEVATION AS THE STATION MARK
 ET1055'AND IS SET 80 FEET SOUTHEAST OF THE JUNCTION OF THE TWO ROADS.
 ET1055'IT IS STAMPED, 1481.939 A 12 1927.
 ET1055'
 ET1055'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 15 FEET SOUTHWEST
 ET1055'OF ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS
 ET1055'STAMPED, CABAL 1948.  TO REACH FROM THE STATION GO NORTHWEST
 ET1055'ON ROAD 0.35 MILE TO MARK ON LEFT.
 ET1055'
 ET1055'TO REACH THE STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1055'ALAMO CROSSING 11.2 MILES TO A FORK.  TURN RIGHT, GO 6.8 MILES
 ET1055'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 14.2 MILES TO A
 ET1055'JUNCTION AND STATION.  A DRIVE STATION.
 ET1055'
 ET1055'A LEVEL CONNECTION WAS MADE TO BENCH MARK A 12 1927.
 ET1055
 ET1055                          STATION RECOVERY (2001)
 ET1055
 ET1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET1055'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1089 ***********************************************************************
 CY1089  DESIGNATION -  CABAR
 CY1089  PID         -  CY1089
 CY1089  STATE/COUNTY-  AZ/GREENLEE
 CY1089  USGS QUAD   -  YORK (1986)
 CY1089
 CY1089                         *CURRENT SURVEY CONTROL
 CY1089  ___________________________________________________________________
 CY1089* NAD 83(1992)-  32 55 58.78933(N)    109 12 02.86330(W)     ADJUSTED  
 CY1089* NAVD 88     -      1135.6    (meters)    3726.     (feet)  VERTCON   
 CY1089  ___________________________________________________________________
 CY1089  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CY1089  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CY1089
 CY1089  HORZ ORDER  -  SECOND
 CY1089
 CY1089.The horizontal coordinates were established by classical geodetic methods
 CY1089.and adjusted by the National Geodetic Survey in August 1993..
 CY1089
 CY1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1089
 CY1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1089
 CY1089.The geoid height was determined by GEOID03.
 CY1089
 CY1089;                    North         East     Units Scale Factor Converg.
 CY1089;SPC AZ E     -   214,735.325   303,684.673   MT  1.00000056   +0 31 30.5
 CY1089;SPC AZ E     -   704,512.22    996,340.79   iFT  1.00000056   +0 31 30.5
 CY1089;UTM  12      - 3,645,295.175   668,212.518   MT  0.99994889   +0 58 42.2
 CY1089
 CY1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1089!SPC AZ E     -   0.99982578  x   1.00000056  =   0.99982634
 CY1089!UTM  12      -   0.99982578  x   0.99994889  =   0.99977468
 CY1089
 CY1089|---------------------------------------------------------------------|
 CY1089| PID    Reference Object                     Distance      Geod. Az  |
 CY1089|                                                           dddmmss.s |
 CY1089| CC7076 CABAR RM 1                           13.170 METERS 04107     |
 CY1089| CY1090 APACHE                              APPROX. 5.4 KM 1811811.6 |
 CY1089| CC7077 CABAR RM 2                           13.371 METERS 31854     |
 CY1089|---------------------------------------------------------------------|
 CY1089
 CY1089                          SUPERSEDED SURVEY CONTROL
 CY1089
 CY1089  NAD 83(1986)-  32 55 58.78541(N)    109 12 02.86048(W) AD(       ) 2
 CY1089  NAD 27      -  32 55 58.54825(N)    109 12 00.62075(W) AD(       ) 2
 CY1089  NGVD 29 (07/19/86) 1134.9    (m)         3723.     (f) VERT ANG       
 CY1089
 CY1089.Superseded values are not recommended for survey control.
 CY1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1089.See file dsdata.txt to determine how the superseded data were derived.
 CY1089
 CY1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6821345295(NAD 83)
 CY1089_MARKER: DD = SURVEY DISK
 CY1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1089
 CY1089  HISTORY     - Date     Condition        Report By
 CY1089  HISTORY     - 1976     MONUMENTED       AZDT
 CY1089
 CY1089                          STATION DESCRIPTION
 CY1089
 CY1089'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1089'THE STATION IS ABOUT 10 MILES EAST SOUTHEAST OF CLIFTON, 0.5
 CY1089'MILE EAST OF ARIZONA HWY. 75 ON A TOP OF A MESA.
 CY1089'
 CY1089'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CABAR 1976
 CY1089'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CY1089'0.4 FEET.  STATION IS LOCATED ON TOP OF MESA 25 FEET NORTH OF A
 CY1089'BLADED DIRT ROAD AND IS MARKED BY A WITNESS POST AND SIGN 3 FEET
 CY1089'TO SOUTH.
 CY1089'
 CY1089'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CABAR
 CY1089'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1089'PROJECTING 0.3 FEET.
 CY1089'
 CY1089'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CABAR
 CY1089'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1089'PROJECTING 0.3 FEET.
 CY1089'
 CY1089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND
 CY1089'STATE HWY. 75 AND 78, SOUTH OF CLIFTON, GO SOUTH ON HWY. 75 TO
 CY1089'396.45 AND TURN LEFT (EAST) AT A BLADED ROAD AND GO 0.16 MILE TO
 CY1089'A GATE.  PASS THROUGH GATE AND GO TO A ROAD FORK JUST AHEAD, TAKE
 CY1089'RIGHT HAND FORK AND FOLLOW ROAD UP STEEP GRADE TO TOP OF
 CY1089'MESA.  STATION IS LOCATED ON NORTH (LEFT SIDE OF ROAD) JUST AS
 CY1089'SOON AS YOU REACH THE TOP OF MESA ON A SLIGHT CURVE (LEFT) IN
 CY1089'ROAD AND IS ABOUT 25 FEET NORTH OF ROAD.
 CY1089'
 CY1089'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1266 ***********************************************************************
 DA1266  DESIGNATION -  CABEZA
 DA1266  PID         -  DA1266
 DA1266  STATE/COUNTY-  AZ/YUMA
 DA1266  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA1266
 DA1266                         *CURRENT SURVEY CONTROL
 DA1266  ___________________________________________________________________
 DA1266* NAD 83(1992)-  32 20 59.13288(N)    113 49 29.26673(W)     ADJUSTED  
 DA1266* NAVD 88     -       863.4    (meters)    2833.     (feet)  VERTCON   
 DA1266  ___________________________________________________________________
 DA1266  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DA1266  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DA1266
 DA1266  HORZ ORDER  -  THIRD
 DA1266
 DA1266.The horizontal coordinates were established by classical geodetic methods
 DA1266.and adjusted by the National Geodetic Survey in August 1993..
 DA1266
 DA1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1266
 DA1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1266
 DA1266.The geoid height was determined by GEOID03.
 DA1266
 DA1266;                    North         East     Units Scale Factor Converg.
 DA1266;SPC AZ W     -   149,655.339   206,319.691   MT  0.99993394   -0 02 24.1
 DA1266;SPC AZ W     -   490,995.21    676,901.87   iFT  0.99993394   -0 02 24.1
 DA1266;UTM  12      - 3,582,713.282   234,154.346   MT  1.00047162   -1 30 44.6
 DA1266
 DA1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1266!SPC AZ W     -   0.99986966  x   0.99993394  =   0.99980361
 DA1266!UTM  12      -   0.99986966  x   1.00047162  =   1.00034122
 DA1266
 DA1266:                Primary Azimuth Mark                     Grid Az
 DA1266:SPC AZ W     -  BUCK                                     298 52 51.0
 DA1266:UTM  12      -  BUCK                                     300 21 11.5
 DA1266
 DA1266|---------------------------------------------------------------------|
 DA1266| PID    Reference Object                     Distance      Geod. Az  |
 DA1266|                                                           dddmmss.s |
 DA1266| DA1419 BUCK                                APPROX. 7.5 KM 2985026.9 |
 DA1266|---------------------------------------------------------------------|
 DA1266
 DA1266                          SUPERSEDED SURVEY CONTROL
 DA1266
 DA1266  NAD 83(1986)-  32 20 59.11027(N)    113 49 29.31148(W) AD(       ) 3
 DA1266  NGVD 29 (06/20/88)  862.7    (m)         2830.     (f) VERT ANG       
 DA1266
 DA1266.Superseded values are not recommended for survey control.
 DA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1266.See file dsdata.txt to determine how the superseded data were derived.
 DA1266
 DA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3415482713(NAD 83)
 DA1266_MARKER: DS = TRIANGULATION STATION DISK
 DA1266_SETTING: 66 = SET IN ROCK OUTCROP
 DA1266_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1266+STABILITY: POSITION/ELEVATION WELL
 DA1266
 DA1266  HISTORY     - Date     Condition        Report By
 DA1266  HISTORY     - 1962     MONUMENTED       AMS
 DA1266
 DA1266                          STATION DESCRIPTION
 DA1266
 DA1266'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1266'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1266'
 DA1266'LOCATED ABOUT 57 MI W. OF AJO, ABOUT 9.5 MI WSW. OF TULE WELL.  ON
 DA1266'HIGHEST POINT IN CABEZA PRIETA MOUNTAINS.
 DA1266'
 DA1266'REACHED BY HELICOPTER.
 DA1266'
 DA1266'STATION MARK--USE DISK STAMPED---CABEZA ARMY MAP SERVICE 1962---,
 DA1266'CEMENTED IN DRILL HOLE IN BEDROCK PROJECTING 0.2 FT.
 DA1266'
 DA1266'RM 1--USE RM DISK
 DA1266'STAMPED---CABEZA RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1266'HOLE IN TOP OF SMALL BOULDER, ABOUT 9 FT LOWER THAN STATION MARK.
 DA1266'
 DA1266'RM 2--USE RM DISK
 DA1266'STAMPED---CABEZA RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1266'HOLE IN TOP OF LARGE BOULDER, ABOUT 5 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1208 ***********************************************************************
 CY1208  DESIGNATION -  CABEZAS
 CY1208  PID         -  CY1208
 CY1208  STATE/COUNTY-  AZ/COCHISE
 CY1208  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1208
 CY1208                         *CURRENT SURVEY CONTROL
 CY1208  ___________________________________________________________________
 CY1208* NAD 83(1992)-  32 18 52.52980(N)    109 45 20.15491(W)     ADJUSTED  
 CY1208* NAVD 88     -      1415.1    (meters)    4643.     (feet)  VERTCON   
 CY1208  ___________________________________________________________________
 CY1208  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 CY1208  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY1208
 CY1208  HORZ ORDER  -  FIRST
 CY1208
 CY1208.The horizontal coordinates were established by classical geodetic methods
 CY1208.and adjusted by the National Geodetic Survey in August 1993..
 CY1208
 CY1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1208
 CY1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1208
 CY1208.The geoid height was determined by GEOID03.
 CY1208
 CY1208;                    North         East     Units Scale Factor Converg.
 CY1208;SPC AZ E     -   145,822.687   252,066.176   MT  0.99991847   +0 13 11.1
 CY1208;SPC AZ E     -   478,420.89    826,988.77   iFT  0.99991847   +0 13 11.1
 CY1208;UTM  12      - 3,575,986.750   617,141.241   MT  0.99976922   +0 39 55.1
 CY1208
 CY1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1208!SPC AZ E     -   0.99978207  x   0.99991847  =   0.99970056
 CY1208!UTM  12      -   0.99978207  x   0.99976922  =   0.99955134
 CY1208
 CY1208|---------------------------------------------------------------------|
 CY1208| PID    Reference Object                     Distance      Geod. Az  |
 CY1208|                                                           dddmmss.s |
 CY1208| CC7079 CABEZAS RM 1                         13.893 METERS 08148     |
 CY1208| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 9.1 KM 2342759.0 |
 CY1208| CC7080 CABEZAS RM 2                         13.022 METERS 23918     |
 CY1208| CC7078 CABEZAS AZ MK                                      3284851.7 |
 CY1208|---------------------------------------------------------------------|
 CY1208
 CY1208                          SUPERSEDED SURVEY CONTROL
 CY1208
 CY1208  NAD 83(1986)-  32 18 52.52419(N)    109 45 20.15230(W) AD(       ) 1
 CY1208  NAD 27      -  32 18 52.26429(N)    109 45 17.90119(W) AD(       ) 1
 CY1208  NGVD 29 (07/19/86) 1414.3    (m)         4640.     (f) VERT ANG       
 CY1208
 CY1208.Superseded values are not recommended for survey control.
 CY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1208.See file dsdata.txt to determine how the superseded data were derived.
 CY1208
 CY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1714175987(NAD 83)
 CY1208_MARKER: DS = TRIANGULATION STATION DISK
 CY1208_SETTING: 66 = SET IN ROCK OUTCROP
 CY1208_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CY1208
 CY1208  HISTORY     - Date     Condition        Report By
 CY1208  HISTORY     - 1970     MONUMENTED       NGS
 CY1208
 CY1208                          STATION DESCRIPTION
 CY1208
 CY1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1208'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF WILLCOX, ABOUT
 CY1208'1-1/2 MILES SOUTHEAST OF INTERSTATE HIGHWAY 10, ON A LOW ROUND
 CY1208'TOPPED HILL IN THE WESTERN PART OF THE DOS CABEZAS MOUNTAINS AND ON
 CY1208'PROPERTY OWNED BY MR. WAYNE D. KLUMP OF WILLCOX ARIZONA, PHONE NO
 CY1208'384-3397.
 CY1208'
 CY1208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 CY1208'BUSINESS ROUTE AND STATE HIGHWAY 186 IN THE CENTER OF WILLCOX GO
 CY1208'NORTHEAST ON BUSINESS ROUTE 10 FOR 4.25 MILES TO THE INTERCHANGE
 CY1208'OF INTERSTATE HIGHWAY 10 AND BUSINESS ROUTE 10.  CONTINUE
 CY1208'NORTHEAST FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CY1208'EAST ON A GRAVELED ROAD, CROSSING RAILROAD TRACKS, FOR 0.3 MILE
 CY1208'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR 1.8 MILES TO
 CY1208'A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY FOR 0.75 MILE
 CY1208'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY FOR 0.05
 CY1208'MILE TO A CATTLE GUARD.  CONTINUE EASTERLY FOR 0.15 MILE TO A
 CY1208'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 CY1208'TRACK ROAD, UPHILL, FOR 0.3 MILE TO THE STATION AT THE HIGHEST
 CY1208'POINT OF THE HILL.
 CY1208'
 CY1208'THE STATION MARK IS A STANDARD DISK STAMPED CABEZAS 1970, CEMENTED
 CY1208'FLUSH IN A DEPRESSION IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1208'GROUND SURFACE.  IT IS 16 FEET NORTH OF A METAL WITNESS POST WITH
 CY1208'SIGN ATTACHED.
 CY1208'
 CY1208'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CABEZAS NO 1 1970,
 CY1208'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 CY1208'THE GROUND SURFACE.  IT IS 54.2 FEET EAST-NORTHEAST OF THE METAL
 CY1208'WITNESS POST.
 CY1208'
 CY1208'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CABEZAS NO 2 1970,
 CY1208'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 CY1208'THE GROUND SURFACE.  IT IS 32.6 FEET WEST OF THE METAL WITNESS POST
 CY1208'AND 2 FEET SOUTH OF A SMALL CAIRN.
 CY1208'
 CY1208'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CABEZAS 1970, SET IN THE
 CY1208'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND
 CY1208'SURFACE.  IT IS 123 FEET WEST OF A WIRE GATE, 26 FEET NORTH OF THE
 CY1208'CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST OF A METAL
 CY1208'WITNESS POST WITH SIGN ATTACHED.
 CY1208'
 CY1208'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1049 ***********************************************************************
 ET1049  DESIGNATION -  CACTUS
 ET1049  PID         -  ET1049
 ET1049  STATE/COUNTY-  AZ/YAVAPAI
 ET1049  USGS QUAD   -  SMITH PEAK (1967)
 ET1049
 ET1049                         *CURRENT SURVEY CONTROL
 ET1049  ___________________________________________________________________
 ET1049* NAD 83(1992)-  34 00 02.38459(N)    113 17 39.70820(W)     ADJUSTED  
 ET1049* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 ET1049  ___________________________________________________________________
 ET1049  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 ET1049  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET1049
 ET1049  HORZ ORDER  -  FIRST
 ET1049
 ET1049.The horizontal coordinates were established by classical geodetic methods
 ET1049.and adjusted by the National Geodetic Survey in August 1993..
 ET1049
 ET1049.The orthometric height was scaled from a topographic map.
 ET1049
 ET1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1049
 ET1049.The geoid height was determined by GEOID03.
 ET1049
 ET1049;                    North         East     Units Scale Factor Converg.
 ET1049;SPC AZ C     -   333,583.059    86,090.866   MT  1.00009961   -0 46 13.9
 ET1049;SPC AZ C     - 1,094,432.61    282,450.35   iFT  1.00009961   -0 46 13.9
 ET1049;SPC AZ W     -   332,831.998   255,450.925   MT  0.99995516   +0 15 17.3
 ET1049;SPC AZ W     - 1,091,968.50    838,093.59   iFT  0.99995516   +0 15 17.3
 ET1049;UTM  12      - 3,764,602.692   288,100.774   MT  1.00015354   -1 17 00.6
 ET1049
 ET1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1049!SPC AZ C     -   0.99989770  x   1.00009961  =   0.99999730
 ET1049!SPC AZ W     -   0.99989770  x   0.99995516  =   0.99985287
 ET1049!UTM  12      -   0.99989770  x   1.00015354  =   1.00005123
 ET1049
 ET1049:                Primary Azimuth Mark                     Grid Az
 ET1049:SPC AZ C     -  FENCE                                    091 09 03.8
 ET1049:SPC AZ W     -  FENCE                                    090 07 32.6
 ET1049:UTM  12      -  FENCE                                    091 39 50.5
 ET1049
 ET1049|---------------------------------------------------------------------|
 ET1049| PID    Reference Object                     Distance      Geod. Az  |
 ET1049|                                                           dddmmss.s |
 ET1049| ET1044 FENCE                               APPROX. 4.5 KM 0902249.9 |
 ET1049|---------------------------------------------------------------------|
 ET1049
 ET1049                          SUPERSEDED SURVEY CONTROL
 ET1049
 ET1049  NAD 83(1986)-  34 00 02.38419(N)    113 17 39.70957(W) AD(       ) 1
 ET1049  NAD 27      -  34 00 02.28200(N)    113 17 37.00000(W) AD(       ) 1
 ET1049
 ET1049.Superseded values are not recommended for survey control.
 ET1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1049.See file dsdata.txt to determine how the superseded data were derived.
 ET1049
 ET1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8810164603(NAD 83)
 ET1049_MARKER: DS = TRIANGULATION STATION DISK
 ET1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1049+STABILITY: SURFACE MOTION
 ET1049
 ET1049  HISTORY     - Date     Condition        Report By
 ET1049  HISTORY     - 1924     MONUMENTED       CGS
 ET1049  HISTORY     - 1955     GOOD             CGS
 ET1049  HISTORY     - 1962     GOOD             USGS
 ET1049  HISTORY     - 1967     GOOD             AMS
 ET1049  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET1049  HISTORY     - 1974     GOOD             NGS
 ET1049  HISTORY     - 1986     GOOD             AZDT
 ET1049
 ET1049                          STATION DESCRIPTION
 ET1049
 ET1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1049'ABOUT 7 MILES WEST AND 4 MILES NORTH OF AGUILA IN THE OPEN
 ET1049'GREASEWOOD AND MESQUITE FLATS.  ABOUT 3 MILES WEST OF FENCE,
 ET1049'2 MILES EAST OF INITIAL MONUMENT AND 90 YARDS NORTH OF THE
 ET1049'MARICOPA-YAVAPAI COUNTY LINE.  MARKED BY STANDARD BRONZE DISKS.
 ET1049
 ET1049                          STATION RECOVERY (1955)
 ET1049
 ET1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1049'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 ET1049'DESCRIPTION FOLLOWS--
 ET1049'
 ET1049'TO REACH FROM THE CHEVRON SERVICE STATION NEAR THE CENTER OF
 ET1049'AGUILA, GO NORTH ON GRADED ROAD FOR 4.0 MILES TO A ROAD LEFT,
 ET1049'TURN LEFT (WEST) AND FOLLOW MAIN TRAVELLED ROAD 4.0 MILES TO
 ET1049'A GATE ON LEFT.  THIS IS THE WEST GATE OF TWO.  PASS THROUGH
 ET1049'GATE AND CONTINUE 1.1 MILES TO A DIRT TANK AND CORRAL, CONTINUE
 ET1049'WEST AROUND SOUTH SIDE OF CORRAL FOR 1.4 MILES TO A RANCH,
 ET1049'WINDMILL AND CORRAL, BEAR RIGHT AROUND THE NORTH SIDE OF THE
 ET1049'CORRAL FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE AND GO
 ET1049'0.05 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.2 MILE TO THE
 ET1049'STATION ON THE LEFT.
 ET1049'
 ET1049'THE STATION IS 135 FEET SOUTH OF THE ROAD AND 255 FEET NORTH
 ET1049'OF A MARICOPA-YAVAPAI COUNTY LINE MONUMENT.
 ET1049'
 ET1049'THE MARK IS A STANDARD DISK, NOT STAMPED, IN THE TOP OF A
 ET1049'12 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.2 FT.
 ET1049
 ET1049                          STATION RECOVERY (1962)
 ET1049
 ET1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1049'TO REACH FROM AGUILA POST OFFICE GO 0.35 MILES WEST TO X RDS,
 ET1049'PROCEED NORTH 4.0 MILES TO X RDS, TURN LEFT, PROCEED WEST 6.45
 ET1049'MILES TO ABANDONED HOMESTEAD, FOLLOW ROAD COMPLETELY AROUND
 ET1049'HOMESTEAD TO Y ROAD, TAKE WEST FORK, PROCEED 0.25 MILES.
 ET1049'STATION IS 145 FEET SOUTH OF ROAD.  TRUCK CAN BE DRIVEN TO
 ET1049'STATION.
 ET1049
 ET1049                          STATION RECOVERY (1967)
 ET1049
 ET1049'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 ET1049'THE MARK WAS RECOVERED IN GOOD CONDITION
 ET1049
 ET1049                          STATION RECOVERY (1973)
 ET1049
 ET1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JC)
 ET1049'THIS MARK WAS NOT FOUND, A PLANETABLE ELEVATION WAS ESTABLISHED
 ET1049'AND EVEN WITH THIS AID WE COULD FIND NO EVIDENCE OF THIS
 ET1049'STATION.  THE DESCRIPTION IS TOTALLY INADEQUATE.  NO REF.
 ET1049'MARKS WERE ESTABLISHED.
 ET1049
 ET1049                          STATION RECOVERY (1974)
 ET1049
 ET1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET1049'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1962 RECOVERY
 ET1049'WHICH WAS SUBMITTED BY THE USGS.  THE MARK IS 50 FEET SOUTHEAST
 ET1049'OF A SMALL LOCAL DUMP.
 ET1049'
 ET1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 ET1049'NORTHWEST OF AGUILA
 ET1049
 ET1049                          STATION RECOVERY (1986)
 ET1049
 ET1049'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (BK)
 ET1049'THE UNSTAMPED STATION MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 ET1049'ROUTE TO THE STATION FOLLOWS.
 ET1049'
 ET1049'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 ET1049'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 ET1049'TRAVEL NORTH FOR 0.4 MILE TO A DIRT CROSS ROAD.  TURN LEFT AND TRAVEL
 ET1049'WEST FOR 6.55 MILES TO A FORK.  TAKE THE RIGHT FORK NORTH  AROUND A
 ET1049'CORRAL TO A GATE.  PASS THROUGH THE GATE AND TRAVEL WEST FOR 0.3 MILE
 ET1049'TO THE STATION ON THE LEFT ABOUT 150 FEET SOUTH OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1951 ***********************************************************************
 CZ1951  DESIGNATION -  CACTUS
 CZ1951  PID         -  CZ1951
 CZ1951  STATE/COUNTY-  AZ/PINAL
 CZ1951  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1951
 CZ1951                         *CURRENT SURVEY CONTROL
 CZ1951  ___________________________________________________________________
 CZ1951* NAD 83(1992)-  32 57 21.73489(N)    111 19 51.36352(W)     ADJUSTED  
 CZ1951* NAVD 88     -       541.3    (meters)    1776.     (feet)  VERTCON   
 CZ1951  ___________________________________________________________________
 CZ1951  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CZ1951  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ1951
 CZ1951  HORZ ORDER  -  SECOND
 CZ1951
 CZ1951.The horizontal coordinates were established by classical geodetic methods
 CZ1951.and adjusted by the National Geodetic Survey in August 1993..
 CZ1951
 CZ1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1951
 CZ1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1951
 CZ1951.The geoid height was determined by GEOID03.
 CZ1951
 CZ1951;                    North         East     Units Scale Factor Converg.
 CZ1951;SPC AZ C     -   217,028.678   268,120.618   MT  0.99993696   +0 19 07.1
 CZ1951;SPC AZ C     -   712,036.35    879,660.82   iFT  0.99993696   +0 19 07.1
 CZ1951;UTM  12      - 3,646,461.863   469,070.102   MT  0.99961180   -0 10 48.1
 CZ1951
 CZ1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1951!SPC AZ C     -   0.99991963  x   0.99993696  =   0.99985659
 CZ1951!UTM  12      -   0.99991963  x   0.99961180  =   0.99953146
 CZ1951
 CZ1951|---------------------------------------------------------------------|
 CZ1951| PID    Reference Object                     Distance      Geod. Az  |
 CZ1951|                                                           dddmmss.s |
 CZ1951| CH4914 CACTUS RM 1                           8.181 METERS 04133     |
 CZ1951| CH4915 CACTUS RM 2                          17.255 METERS 22056     |
 CZ1951| CZ1952 VAH KI                              APPROX. 3.2 KM 3201853.2 |
 CZ1951|---------------------------------------------------------------------|
 CZ1951
 CZ1951                          SUPERSEDED SURVEY CONTROL
 CZ1951
 CZ1951  NAD 83(1986)-  32 57 21.72745(N)    111 19 51.36338(W) AD(       ) 2
 CZ1951  NAD 27      -  32 57 21.49423(N)    111 19 48.94505(W) AD(       ) 2
 CZ1951  NGVD 29 (07/19/86)  540.8    (m)         1774.     (f) VERT ANG       
 CZ1951
 CZ1951.Superseded values are not recommended for survey control.
 CZ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1951.See file dsdata.txt to determine how the superseded data were derived.
 CZ1951
 CZ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6907046462(NAD 83)
 CZ1951_MARKER: DD = SURVEY DISK
 CZ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1951
 CZ1951  HISTORY     - Date     Condition        Report By
 CZ1951  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1951  HISTORY     - 19950920 GOOD             USPSQD
 CZ1951
 CZ1951                          STATION DESCRIPTION
 CZ1951
 CZ1951'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1951'THE STATION IS ABOUT 6 MILES SOUTHEAST OF FLORENCE AND 11.3
 CZ1951'MILES EAST SOUTHEAST OF COOLIDGE IN THE EAST HWY. R/W AND ON
 CZ1951'THE NORTH SIDE OF A WASH.
 CZ1951'
 CZ1951'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS 1977
 CZ1951'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CZ1951'0.5 FEET.  THE STATION IS 72 FEET EAST OF HWY. 80 AND 89
 CZ1951'CENTERLINE AND ON THE NORTH BANK OF A WASH, MARKED BY A WITNESS
 CZ1951'POST AND SIGN 2.6 FEET TO THE EAST.
 CZ1951'
 CZ1951'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS
 CZ1951'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1951'PROJECTING 0.4 FEET.
 CZ1951'
 CZ1951'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS
 CZ1951'RM 2 1977 AND IS EPOXIED IN EAST HEADWALL OF A CONCRETE
 CZ1951'DRAINAGE BOX.
 CZ1951'
 CZ1951'TO REACH THE STATION FROM JUNCTION OF STATE ROUTE 287 AND
 CZ1951'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1951'U.S. 80-89 TO MILE POST 127.48 AND STATION IN THE EAST
 CZ1951'RIGHT-OF-WAY.
 CZ1951'
 CZ1951'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1951
 CZ1951                          STATION RECOVERY (1995)
 CZ1951
 CZ1951'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2272 ***********************************************************************
 DU2272  DESIGNATION -  CACTUS
 DU2272  PID         -  DU2272
 DU2272  STATE/COUNTY-  AZ/PINAL
 DU2272  USGS QUAD   -  SACATON (1981)
 DU2272
 DU2272                         *CURRENT SURVEY CONTROL
 DU2272  ___________________________________________________________________
 DU2272* NAD 83(1992)-  33 01 07.62769(N)    111 42 19.97630(W)     ADJUSTED  
 DU2272* NAVD 88     -       816.2    (meters)    2678.     (feet)  VERTCON   
 DU2272  ___________________________________________________________________
 DU2272  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DU2272  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2272
 DU2272  HORZ ORDER  -  THIRD
 DU2272
 DU2272.The horizontal coordinates were established by classical geodetic methods
 DU2272.and adjusted by the National Geodetic Survey in August 1993..
 DU2272
 DU2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2272
 DU2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2272
 DU2272.The geoid height was determined by GEOID03.
 DU2272
 DU2272;                    North         East     Units Scale Factor Converg.
 DU2272;SPC AZ C     -   223,854.530   233,083.491   MT  0.99990479   +0 06 54.1
 DU2272;SPC AZ C     -   734,430.87    764,709.62   iFT  0.99990479   +0 06 54.1
 DU2272;UTM  12      - 3,653,590.599   434,103.844   MT  0.99965354   -0 23 04.1
 DU2272
 DU2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2272!SPC AZ C     -   0.99987656  x   0.99990479  =   0.99978136
 DU2272!UTM  12      -   0.99987656  x   0.99965354  =   0.99953014
 DU2272
 DU2272                          SUPERSEDED SURVEY CONTROL
 DU2272
 DU2272  NAD 83(1986)-  33 01 07.62361(N)    111 42 19.97090(W) AD(       ) 3
 DU2272  NGVD 29 (04/26/91)  815.7    (m)         2676.     (f) VERT ANG       
 DU2272
 DU2272.Superseded values are not recommended for survey control.
 DU2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2272.See file dsdata.txt to determine how the superseded data were derived.
 DU2272
 DU2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3410453591(NAD 83)
 DU2272_MARKER: DD = SURVEY DISK
 DU2272_SETTING: 80 = SET IN A BOULDER
 DU2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2272+STABILITY: SURFACE MOTION
 DU2272
 DU2272  HISTORY     - Date     Condition        Report By
 DU2272  HISTORY     - 1921     MONUMENTED       USGS
 DU2272
 DU2272                          STATION DESCRIPTION
 DU2272
 DU2272'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DU2272'LOCATED ABOUT 10 MI NE. OF CASA GRANDE ON SOUTHERN PACIFIC RR.  IN
 DU2272'SACATON RANGE, ON HIGHEST POINT OF RATHER ROUGH MTN.  THERE IS
 DU2272'POINT ABOUT 1.5 MI SE. OF STATION WHICH IS LITTLE HIGHER THAN
 DU2272'POINT USED, BUT STATION TREE COULD NOT BE SEEN FROM IT.
 DU2272'
 DU2272'TO REACH NOT GIVEN.
 DU2272'
 DU2272'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 DU2272'UNDER CENTER OF 6-FT HIGH CAIRN.
 DU2272'
 DU2272'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1763 ***********************************************************************
 CZ1763  DESIGNATION -  CAGE
 CZ1763  PID         -  CZ1763
 CZ1763  STATE/COUNTY-  AZ/GRAHAM
 CZ1763  USGS QUAD   -  EUREKA RANCH (1972)
 CZ1763
 CZ1763                         *CURRENT SURVEY CONTROL
 CZ1763  ___________________________________________________________________
 CZ1763* NAD 83(1992)-  32 38 04.39980(N)    110 08 00.32982(W)     ADJUSTED  
 CZ1763* NAVD 88     -      1329.7    (meters)    4363.     (feet)  VERTCON   
 CZ1763  ___________________________________________________________________
 CZ1763  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CZ1763  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CZ1763
 CZ1763  HORZ ORDER  -  SECOND
 CZ1763
 CZ1763.The horizontal coordinates were established by classical geodetic methods
 CZ1763.and adjusted by the National Geodetic Survey in August 1993..
 CZ1763
 CZ1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1763
 CZ1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1763
 CZ1763.The geoid height was determined by GEOID03.
 CZ1763
 CZ1763;                    North         East     Units Scale Factor Converg.
 CZ1763;SPC AZ E     -   181,227.845   216,478.977   MT  0.99990012   +0 01 04.5
 CZ1763;SPC AZ E     -   594,579.54    710,232.86   iFT  0.99990012   +0 01 04.5
 CZ1763;UTM  12      - 3,611,106.429   581,285.212   MT  0.99968147   +0 28 02.5
 CZ1763
 CZ1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1763!SPC AZ E     -   0.99979548  x   0.99990012  =   0.99969562
 CZ1763!UTM  12      -   0.99979548  x   0.99968147  =   0.99947702
 CZ1763
 CZ1763|---------------------------------------------------------------------|
 CZ1763| PID    Reference Object                     Distance      Geod. Az  |
 CZ1763|                                                           dddmmss.s |
 CZ1763| CC7083 CAGE RM 2                            14.654 METERS 00320     |
 CZ1763| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.14.5 KM 0375405.5 |
 CZ1763| CC7081 H 8 4532                                           1195642.6 |
 CZ1763| CC7082 CAGE RM 1                             7.188 METERS 22230     |
 CZ1763|---------------------------------------------------------------------|
 CZ1763
 CZ1763                          SUPERSEDED SURVEY CONTROL
 CZ1763
 CZ1763  NAD 83(1986)-  32 38 04.39686(N)    110 08 00.32890(W) AD(       ) 2
 CZ1763  NAD 27      -  32 38 04.14400(N)    110 07 58.03300(W) AD(       ) 2
 CZ1763  NGVD 29 (07/19/86) 1329.0    (m)         4360.     (f) VERT ANG       
 CZ1763
 CZ1763.Superseded values are not recommended for survey control.
 CZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1763.See file dsdata.txt to determine how the superseded data were derived.
 CZ1763
 CZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8128511106(NAD 83)
 CZ1763_MARKER: DS = TRIANGULATION STATION DISK
 CZ1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1763
 CZ1763  HISTORY     - Date     Condition        Report By
 CZ1763  HISTORY     - 1946     MONUMENTED       CGS
 CZ1763
 CZ1763                          STATION DESCRIPTION
 CZ1763
 CZ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1763'THE STATION IS LOCATED ON A SMALL KNOLL RISING ABOUT 150 FEET
 CZ1763'ABOVE THE SURROUNDING GROUND AND IS ONE OF MANY AT THE BEGINNING
 CZ1763'OF THE CANYON THAT RUNS NW TO KLONDYKE.  IT IS LOCATED BY
 CZ1763'APPROXIMATE AIRLINE DISTANCES 18 MILES SE OF KLONDYKE, 10 MILES
 CZ1763'NW OF BONITA, AND 1/4 MILE NE OF THE BONITA-KLONDYKE ROAD.
 CZ1763'
 CZ1763'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE
 CZ1763'KLONDYKE ROAD FOR 8.1 MILES TO AZIMUTH MARK ON THE RIGHT, JUST
 CZ1763'BEFORE THE ROAD CURVES RIGHT AND DOWN INTO CANYON.  CONTINUE
 CZ1763'FOR 2.4 MILES TO A CATTLE GUARD AND WINDMILL ON THE LEFT.  HERE
 CZ1763'TURN RIGHT, N, ALONG FENCE LINE AND GO 0.25 MILE.  HERE BEAR
 CZ1763'RIGHT, E, TOWARD HILL.  TRUCK MAY BE DRIVEN TO TOP BY FIRST
 CZ1763'DRIVING TO SADDLE TO LEFT OF STATION, THENCE RIGHT UP STEEP
 CZ1763'RIDGE TO TOP.
 CZ1763'
 CZ1763'THE STATION MARK IS A BRONZE STATION DISK, STAMPED CAGE 1946,
 CZ1763'AND SET IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 CZ1763'INCHES ABOVE THE GROUND.  IT IS 17 FEET NNE OF A 4- BY 4-INCH
 CZ1763'WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CZ1763'SET IN CONCRETE.
 CZ1763'
 CZ1763'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CAGE NO 1
 CZ1763'1946, AND SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ1763'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 CZ1763'THE STATION.
 CZ1763'
 CZ1763'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CAGE NO
 CZ1763'2 1946, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS 6
 CZ1763'INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE SAME LEVEL WITH THE
 CZ1763'STATION.
 CZ1763'
 CZ1763'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH-MARK, STAMPED
 CZ1763'H8 ABOVE SEA 4532 FEET 1939, AND SET IN A 6-INCH SQUARE OF CONCRETE
 CZ1763'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS LOCATED 48-1/2
 CZ1763'FEET N OF THE BONITA-KLONDYKE ROAD, 3-1/2 FEET W OF A 4- BY
 CZ1763'4-INCH WHITE WOODEN WITNESS POST, AND 1-1/2 MILES ESE OF THE
 CZ1763'STATION.
 CZ1763'
 CZ1763'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1773 ***********************************************************************
 CZ1773  DESIGNATION -  CAIRN 3 AND 1/2 MI N OF ROSE
 CZ1773  PID         -  CZ1773
 CZ1773  STATE/COUNTY-  AZ/GRAHAM
 CZ1773  USGS QUAD   -  REILEY PEAK (1985)
 CZ1773
 CZ1773                         *CURRENT SURVEY CONTROL
 CZ1773  ___________________________________________________________________
 CZ1773* NAD 83(1992)-  32 26 38.89671(N)    110 03 26.91247(W)     ADJUSTED  
 CZ1773* NAVD 88     -                                                        
 CZ1773  ___________________________________________________________________
 CZ1773  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CZ1773  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ1773
 CZ1773  HORZ ORDER  -  THIRD
 CZ1773
 CZ1773.The horizontal coordinates were established by classical geodetic methods
 CZ1773.and adjusted by the National Geodetic Survey in August 1993..
 CZ1773
 CZ1773
 CZ1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1773
 CZ1773.The geoid height was determined by GEOID03.
 CZ1773
 CZ1773;                    North         East     Units Scale Factor Converg.
 CZ1773;SPC AZ E     -   160,118.120   223,626.729   MT  0.99990130   +0 03 30.9
 CZ1773;SPC AZ E     -   525,321.92    733,683.49   iFT  0.99990130   +0 03 30.9
 CZ1773;UTM  12      - 3,590,057.725   588,596.351   MT  0.99969679   +0 30 20.4
 CZ1773
 CZ1773                          SUPERSEDED SURVEY CONTROL
 CZ1773
 CZ1773  NAD 83(1986)-  32 26 38.89118(N)    110 03 26.91013(W) AD(       ) 4
 CZ1773  NAD 27      -  32 26 38.62800(N)    110 03 24.63400(W) AD(       ) 3
 CZ1773
 CZ1773.Superseded values are not recommended for survey control.
 CZ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1773.See file dsdata.txt to determine how the superseded data were derived.
 CZ1773
 CZ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8859690058(NAD 83)
 CZ1773_MARKER: 72 = CAIRN
 CZ1773
 CZ1773  HISTORY     - Date     Condition        Report By
 CZ1773  HISTORY     - 1946     FIRST OBSERVED   CGS
 CZ1773
 CZ1773                          STATION DESCRIPTION
 CZ1773
 CZ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1773'THE STATION IS A VERY LARGE, EXCELLENTLY SHAPED, FAIRLY
 CZ1773'CONICAL, ROCK CAIRN, WHICH PROJECTS 8 FEET ABOVE THE SURROUNDING
 CZ1773'SURFACE, AND IS ABOUT 6 FEET IN DIAMETER AT THE BASE.  THERE IS
 CZ1773'A POLE PROJECTING ABOUT 8 INCHES FROM THE TOP OF THE CAIRN.
 CZ1773'THIS CAIRN IS LOCATED ON THE HIGHEST POINT OF THE RIDGED-TOPPED
 CZ1773'PEAK, WHICH IS THE E OF TWO PEAKS ON A U-SHAPED MOUNTAIN.  THE
 CZ1773'OPENING OF THE U IS TO THE NNW.  THE OTHER PEAK, WHICH IS NOT
 CZ1773'AS SHARP ON TOP, IS SLIGHTLY HIGHER.
 CZ1773'
 CZ1773'THE CAIRN IS LOCATED ABOUT 100 FEET NNW OF THE S EDGE OF THE
 CZ1773'RIDGE-TOPPED PEAK.  THE MOUNTAIN IS LOCATED ABOUT 6 MILES
 CZ1773'NE OF THE WINCHESTER MOUNTAIN RANGE AND IS THE FIRST LARGE
 CZ1773'MOUNTAIN OF THAT RANGE TO RISE FROM THE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0874 ***********************************************************************
 DW0874  DESIGNATION -  CAIRN NORTH END NEW WATER MTN
 DW0874  PID         -  DW0874
 DW0874  STATE/COUNTY-  AZ/LA PAZ
 DW0874  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0874
 DW0874                         *CURRENT SURVEY CONTROL
 DW0874  ___________________________________________________________________
 DW0874* NAD 83(1992)-  33 37 54.62829(N)    114 05 30.87220(W)     ADJUSTED  
 DW0874* NAVD 88     -                                                        
 DW0874  ___________________________________________________________________
 DW0874  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DW0874  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DW0874
 DW0874  HORZ ORDER  -  THIRD
 DW0874
 DW0874.The horizontal coordinates were established by classical geodetic methods
 DW0874.and adjusted by the National Geodetic Survey in August 1993..
 DW0874
 DW0874
 DW0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0874
 DW0874.The geoid height was determined by GEOID03.
 DW0874
 DW0874;                    North         East     Units Scale Factor Converg.
 DW0874;SPC AZ W     -   291,884.251   181,639.240   MT  0.99994573   -0 11 21.7
 DW0874;SPC AZ W     -   957,625.50    595,929.27   iFT  0.99994573   -0 11 21.7
 DW0874;UTM  11      - 3,725,130.011   769,754.039   MT  1.00049719   +1 36 41.9
 DW0874
 DW0874                          SUPERSEDED SURVEY CONTROL
 DW0874
 DW0874  NAD 83(1986)-  33 37 54.62557(N)    114 05 30.88205(W) AD(       ) 4
 DW0874  NAD 27      -  33 37 54.52600(N)    114 05 28.09300(W) AD(       ) 3
 DW0874
 DW0874.Superseded values are not recommended for survey control.
 DW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0874.See file dsdata.txt to determine how the superseded data were derived.
 DW0874
 DW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6975425130(NAD 83)
 DW0874_MARKER: 72 = CAIRN
 DW0874
 DW0874  HISTORY     - Date     Condition        Report By
 DW0874  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0874
 DW0874                          STATION DESCRIPTION
 DW0874
 DW0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0874'STATION IS THE CAIRN ON THE NORTH END OF NEW WATER MOUNTAIN
 DW0874'LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF QUARTZSITE ON ONE OF
 DW0874'SEVERAL PROMINENT PEAKS OF ABOUT THE SAME ELEVATION.  THIS
 DW0874'IS THE ONLY CAIRN ON THESE PEAKS WHICH FORM A NORTH-SOUTH
 DW0874'RANGE OF MOUNTAINS.  THE TOP AND CENTER OF THE CAIRN WAS THE
 DW0874'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0921 ***********************************************************************
 DW0921  DESIGNATION -  CAIRN ON LOW RIDGE
 DW0921  PID         -  DW0921
 DW0921  STATE/COUNTY-  AZ/LA PAZ
 DW0921  USGS QUAD   -  RED HILL NE (1986)
 DW0921
 DW0921                         *CURRENT SURVEY CONTROL
 DW0921  ___________________________________________________________________
 DW0921* NAD 83(1992)-  33 11 00.56278(N)    114 20 13.64052(W)     ADJUSTED  
 DW0921* NAVD 88     -                                                        
 DW0921  ___________________________________________________________________
 DW0921  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DW0921  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DW0921
 DW0921  HORZ ORDER  -  THIRD
 DW0921
 DW0921.The horizontal coordinates were established by classical geodetic methods
 DW0921.and adjusted by the National Geodetic Survey in August 1993..
 DW0921
 DW0921
 DW0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0921
 DW0921.The geoid height was determined by GEOID03.
 DW0921
 DW0921;                    North         East     Units Scale Factor Converg.
 DW0921;SPC AZ W     -   242,261.240   158,608.645   MT  0.99997028   -0 19 16.9
 DW0921;SPC AZ W     -   794,820.34    520,369.57   iFT  0.99997028   -0 19 16.9
 DW0921;UTM  11      - 3,674,788.028   748,274.864   MT  1.00036006   +1 27 29.5
 DW0921
 DW0921                          SUPERSEDED SURVEY CONTROL
 DW0921
 DW0921  NAD 83(1986)-  33 11 00.56233(N)    114 20 13.64526(W) AD(       ) 4
 DW0921  NAD 27      -  33 11 00.43300(N)    114 20 10.84300(W) AD(       ) 3
 DW0921
 DW0921.Superseded values are not recommended for survey control.
 DW0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0921.See file dsdata.txt to determine how the superseded data were derived.
 DW0921
 DW0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4827574788(NAD 83)
 DW0921_MARKER: 72 = CAIRN
 DW0921
 DW0921  HISTORY     - Date     Condition        Report By
 DW0921  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0921
 DW0921                          STATION DESCRIPTION
 DW0921
 DW0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0921'STATION IS THE TOP AND CENTER OF A 6-FOOT CAIRN LOCATED ABOUT
 DW0921'26 MILES NORTH OF DOME AND ABOUT 4 MILES WEST OF STATE HIGHWAY
 DW0921'95.  IT IS ON THE HIGHEST POINT OF THE NORTH END OF A LOW
 DW0921'RANGE OF HILLS.  THE TOP AND CENTER OF THE CAIRN WAS THE
 DW0921'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1091 ***********************************************************************
 CG1091  DESIGNATION -  CALABASAS
 CG1091  PID         -  CG1091
 CG1091  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1091  USGS QUAD   -  TUBAC (1981)
 CG1091
 CG1091                         *CURRENT SURVEY CONTROL
 CG1091  ___________________________________________________________________
 CG1091* NAD 83(1992)-  31 30 59.63808(N)    111 01 18.14896(W)     ADJUSTED  
 CG1091* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 CG1091  ___________________________________________________________________
 CG1091  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CG1091  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG1091
 CG1091  HORZ ORDER  -  SECOND
 CG1091
 CG1091.The horizontal coordinates were established by classical geodetic methods
 CG1091.and adjusted by the National Geodetic Survey in August 1993..
 CG1091
 CG1091.The orthometric height was scaled from a topographic map.
 CG1091
 CG1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1091
 CG1091.The geoid height was determined by GEOID03.
 CG1091
 CG1091;                    North         East     Units Scale Factor Converg.
 CG1091;SPC AZ C     -    57,615.030   298,361.231   MT  0.99998909   +0 28 04.3
 CG1091;SPC AZ C     -   189,025.69    978,875.43   iFT  0.99998909   +0 28 04.3
 CG1091;UTM  12      - 3,486,852.939   497,938.874   MT  0.99960005   -0 00 40.9
 CG1091
 CG1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1091!SPC AZ C     -   0.99982977  x   0.99998909  =   0.99981886
 CG1091!UTM  12      -   0.99982977  x   0.99960005  =   0.99942989
 CG1091
 CG1091|---------------------------------------------------------------------|
 CG1091| PID    Reference Object                     Distance      Geod. Az  |
 CG1091|                                                           dddmmss.s |
 CG1091| CH4916 CALABASAS RM 1                        8.644 METERS 13554     |
 CG1091| CG0619 SCA 1                               APPROX. 4.0 KM 1540948.3 |
 CG1091| CH4917 CALABASAS RM 2                        9.964 METERS 24555     |
 CG1091|---------------------------------------------------------------------|
 CG1091
 CG1091                          SUPERSEDED SURVEY CONTROL
 CG1091
 CG1091  NAD 83(1986)-  31 30 59.62608(N)    111 01 18.14483(W) AD(       ) 2
 CG1091  NAD 27      -  31 30 59.29620(N)    111 01 15.82350(W) AD(       ) 2
 CG1091
 CG1091.Superseded values are not recommended for survey control.
 CG1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1091.See file dsdata.txt to determine how the superseded data were derived.
 CG1091
 CG1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9793986853(NAD 83)
 CG1091_MARKER: DS = TRIANGULATION STATION DISK
 CG1091_SETTING: 80 = SET IN A BOULDER
 CG1091_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1091
 CG1091  HISTORY     - Date     Condition        Report By
 CG1091  HISTORY     - 1959     MONUMENTED       CGS
 CG1091  HISTORY     - 1971     GOOD             AZHD
 CG1091
 CG1091                          STATION DESCRIPTION
 CG1091
 CG1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1091'THE STATION IS LOCATED ON THE EAST SLOPE, ABOUT TWO-THIRDS OF
 CG1091'THE WAY TO THE TOP, OF A RIDGE THAT IS ABOUT 3.5 MILES SOUTH OF
 CG1091'TUMACACORI AND 1 MILE NORTH OF THE CALABASAS SCHOOL BUILDING,
 CG1091'0.3 MILE WEST OF U.S. HIGHWAY 89.
 CG1091'
 CG1091'TO REACH THE STATION FROM THE TUMACACORI NATIONAL MONUMENT, GO
 CG1091'SOUTHERLY ON U.S. HIGHWAY 89 FOR 3.7 MILES TO A METAL GATE ON
 CG1091'THE RIGHT, GO THROUGH THE GATE AND GO WEST FOR 0.1 MILE TO A WIRE
 CG1091'GATE IN ANOTHER NORTH-SOUTH FENCE.  TURN LEFT, FOLLOWING THE OLD
 CG1091'HIGHWAY FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST FOR
 CG1091'ABOUT 20 MINUTES TO THE STATION ON THE SLOPE, AT A POINT WHERE
 CG1091'THREE RIDGES COME TOGETHER.
 CG1091'
 CG1091'THE STATION MARK IS A STANDARD DISK STAMPED CALABASAS 1959, SET
 CG1091'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 2.7
 CG1091'FEET WEST OF A WITNESS POST.
 CG1091'
 CG1091'R.M. 1 IS A STANDARD DISK STAMPED CALABASAS NO 1 1959, SET IN
 CG1091'A DRILL HOLE IN A BOULDER THAT IS FLUSH, 28.2 FEET SOUHEAST OF THE
 CG1091'WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 CG1091'
 CG1091'R.M. 2 IS A STANDARD DISK STAMPED CALABASAS NO 2 1959, SET IN A
 CG1091'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES, IS 35.5 FEET
 CG1091'WEST OF THE WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE STATION
 CG1091'MARK.
 CG1091'
 CG1091'TRIANGULATION STATION SCA 1 CAN BE USED AS AN AZIMUTH MARK.  SEE
 CG1091'DESCRIPTION THEREOF.
 CG1091
 CG1091                          STATION RECOVERY (1971)
 CG1091
 CG1091'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RC)
 CG1091'A.  GENERAL LOCATION - 3.5 MI SOUTH OF TUMACACORI NAT MON
 CG1091'
 CG1091'B.  TO REACH - THE 1959 DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 CG1091'FOLLOWING--TO REACH THE OLD ROAD DESCRIBED TAKE THE PALO PALO
 CG1091'RD EAST OFF T-19 PROCEED TO GATE ON OLD RD ON WEST SIDE OF T-19
 CG1091'FOLLOW OLD RD SOUTH 1 MILE AND THEN FOLLOW TRACK RD. NW OF RIDGE
 CG1091'TO TOP AND STA., A 4-WHEEL DRIVE IS REQUIRED FROM THE BOTTOM OF
 CG1091'THE RIDGE.
 CG1091'
 CG1091'C.  STATION MARK - AS DESCRIBED IN 1959
 CG1091'
 CG1091'D.  REFERENCE MARKS - ITS DESCRIBED IN 1959
 CG1091'
 CG1091'E.  AZIMUTH MARK - SCA 1 WAS NOT SEARCHED FOR, TUMACACORI OBS USED
 CG1091'AS AZIMUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2267 ***********************************************************************
 DV2267  DESIGNATION -  CALCITE
 DV2267  PID         -  DV2267
 DV2267  STATE/COUNTY-  AZ/MARICOPA
 DV2267  USGS QUAD   -  VICKSBURG (1990)
 DV2267
 DV2267                         *CURRENT SURVEY CONTROL
 DV2267  ___________________________________________________________________
 DV2267* NAD 83(1992)-  33 42 44.16350(N)    113 48 06.95745(W)     ADJUSTED  
 DV2267* NAVD 88     -       355.1    (meters)    1165.     (feet)  VERTCON   
 DV2267  ___________________________________________________________________
 DV2267  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DV2267  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV2267
 DV2267  HORZ ORDER  -  SECOND
 DV2267
 DV2267.The horizontal coordinates were established by classical geodetic methods
 DV2267.and adjusted by the National Geodetic Survey in August 1993..
 DV2267
 DV2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2267
 DV2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2267
 DV2267.The geoid height was determined by GEOID03.
 DV2267
 DV2267;                    North         East     Units Scale Factor Converg.
 DV2267;SPC AZ C     -   302,337.859    38,610.336   MT  1.00027636   -1 02 47.9
 DV2267;SPC AZ C     -   991,922.11    126,674.33   iFT  1.00027636   -1 02 47.9
 DV2267;SPC AZ W     -   300,753.065   208,546.420   MT  0.99993362   -0 01 43.8
 DV2267;SPC AZ W     -   986,722.65    684,207.41   iFT  0.99993362   -0 01 43.8
 DV2267;UTM  12      - 3,733,779.120   240,338.394   MT  1.00043129   -1 33 21.6
 DV2267
 DV2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2267!SPC AZ C     -   0.99994915  x   1.00027636  =   1.00022549
 DV2267!SPC AZ W     -   0.99994915  x   0.99993362  =   0.99988277
 DV2267!UTM  12      -   0.99994915  x   1.00043129  =   1.00038042
 DV2267
 DV2267|---------------------------------------------------------------------|
 DV2267| PID    Reference Object                     Distance      Geod. Az  |
 DV2267|                                                           dddmmss.s |
 DV2267| CS6620 CALCITE RM 1                         16.982 METERS 07909     |
 DV2267| CS6621 CALCITE RM 2                         11.030 METERS 25020     |
 DV2267|---------------------------------------------------------------------|
 DV2267
 DV2267                          SUPERSEDED SURVEY CONTROL
 DV2267
 DV2267  NAD 83(1986)-  33 42 44.15779(N)    113 48 06.96886(W) AD(       ) 2
 DV2267  NGVD 29 (11/27/91)  354.4    (m)         1163.     (f) VERT ANG       
 DV2267
 DV2267.Superseded values are not recommended for survey control.
 DV2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2267.See file dsdata.txt to determine how the superseded data were derived.
 DV2267
 DV2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4033833779(NAD 83)
 DV2267_MARKER: DS = TRIANGULATION STATION DISK
 DV2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2267+STABILITY: SURFACE MOTION
 DV2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2267+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DV2267
 DV2267  HISTORY     - Date     Condition        Report By
 DV2267  HISTORY     - 1985     MONUMENTED       AZDT
 DV2267  HISTORY     - 20040606 GOOD             USPSQD
 DV2267
 DV2267                          STATION DESCRIPTION
 DV2267
 DV2267'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2267'THE STATION IS LOCATED 12 MILES SOUTHWEST OF SALOME ALONG THE NORTH
 DV2267'SIDE OF U.S. HIGHWAY 60.
 DV2267'
 DV2267'THE STATION MARK IS AN AZDT DISK STAMPED---CALCITE 1985---. IT IS SET
 DV2267'IN TOP OF A 10 INCH CONCRETE MONUMENT 81 FEET NORTHWEST OF THE CENTER
 DV2267'LINE OF U.S. HIGHWAY 60 AND 2 FEET SOUTHEAST OF THE WITNESS POST.
 DV2267'
 DV2267'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CALCITE RM 1 1985---.  IT
 DV2267'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 1 FOOT SOUTHEAST OF THE
 DV2267'RIGHT OF WAY FENCE.
 DV2267'
 DV2267'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CALCITE RM 2 1985---.  IT
 DV2267'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 1 FOOT SOUTHEAST OF THE
 DV2267'RIGHT OF WAY FENCE.
 DV2267'
 DV2267'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV2267'U.S. HIGHWAY 60 FOR 10.6 MILES TO VICKSBURG ROAD.  CONTINUE WEST ALONG
 DV2267'U.S. 60 FOR 2.1 MILES TO THE STATION ON THE RIGHT AT MILE POST 43.8.
 DV2267
 DV2267                          STATION RECOVERY (2004)
 DV2267
 DV2267'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1014 ***********************************************************************
 DV1014  DESIGNATION -  CALL
 DV1014  PID         -  DV1014
 DV1014  STATE/COUNTY-  AZ/LA PAZ
 DV1014  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1014
 DV1014                         *CURRENT SURVEY CONTROL
 DV1014  ___________________________________________________________________
 DV1014* NAD 83(1992)-  33 34 48.76994(N)    113 22 10.08860(W)     ADJUSTED  
 DV1014* NAVD 88     -       422.72   (+/-2cm)    1386.9    (feet)  VERTCON   
 DV1014  ___________________________________________________________________
 DV1014  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DV1014  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1014
 DV1014  HORZ ORDER  -  SECOND
 DV1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1014
 DV1014.The horizontal coordinates were established by classical geodetic methods
 DV1014.and adjusted by the National Geodetic Survey in August 1993..
 DV1014
 DV1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1014.The vertical order pertains to the NGVD 29 superseded value.
 DV1014
 DV1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1014
 DV1014.The geoid height was determined by GEOID03.
 DV1014
 DV1014;                    North         East     Units Scale Factor Converg.
 DV1014;SPC AZ W     -   286,170.836   248,685.002   MT  0.99994871   +0 12 37.7
 DV1014;SPC AZ W     -   938,880.70    815,895.68   iFT  0.99994871   +0 12 37.7
 DV1014;SPC AZ C     -   287,042.256    78,494.382   MT  1.00012417   -0 48 13.2
 DV1014;SPC AZ C     -   941,739.69    257,527.50   iFT  1.00012417   -0 48 13.2
 DV1014;UTM  12      - 3,718,128.450   280,089.662   MT  1.00019625   -1 18 39.9
 DV1014
 DV1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1014!SPC AZ W     -   0.99993853  x   0.99994871  =   0.99988724
 DV1014!SPC AZ C     -   0.99993853  x   1.00012417  =   1.00006269
 DV1014!UTM  12      -   0.99993853  x   1.00019625  =   1.00013477
 DV1014
 DV1014|---------------------------------------------------------------------|
 DV1014| PID    Reference Object                     Distance      Geod. Az  |
 DV1014|                                                           dddmmss.s |
 DV1014| DV1013 CALL RM 1                            13.532 METERS 04737     |
 DV1014| DV1012 CALL RM 2                            15.415 METERS 14433     |
 DV1014| DV1015 CALL AZ MK                                         3594606.6 |
 DV1014|---------------------------------------------------------------------|
 DV1014
 DV1014                          SUPERSEDED SURVEY CONTROL
 DV1014
 DV1014  NAD 83(1986)-  33 34 48.76217(N)    113 22 10.09652(W) AD(       ) 2
 DV1014  NAD 27      -  33 34 48.63630(N)    113 22 07.39170(W) AD(       ) 2
 DV1014  NGVD 29 (??/??/92)  422.053  (m)         1384.69   (f) ADJ UNCH    2 0
 DV1014
 DV1014.Superseded values are not recommended for survey control.
 DV1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1014.See file dsdata.txt to determine how the superseded data were derived.
 DV1014
 DV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8009018128(NAD 83)
 DV1014_MARKER: DE = TRAVERSE STATION DISK
 DV1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1014_STAMPING: CALL 1962
 DV1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1014+STABILITY: SURFACE MOTION
 DV1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1014+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1014
 DV1014  HISTORY     - Date     Condition        Report By
 DV1014  HISTORY     - 1962     MONUMENTED       CGS
 DV1014  HISTORY     - 1962     GOOD             CGS
 DV1014  HISTORY     - 1981     GOOD             NGS
 DV1014  HISTORY     - 20041117 GOOD             CAP
 DV1014  HISTORY     - 20060519 GOOD             GEOCAC
 DV1014
 DV1014                          STATION DESCRIPTION
 DV1014
 DV1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1014'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SALOME,
 DV1014'ABOUT 4 MILES SOUTH OF THE SALOME-HASSAYAMPA ROAD, ABOUT 2
 DV1014'MILES WEST OF THE YUMA-MARICOPA COUNTY LINE AND 1/4 MILE
 DV1014'NORTH OF A EARTHEN POND.
 DV1014'
 DV1014'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTHEAST
 DV1014'ON THE SALOME-HASSAYAMPA ROAD FOR 7.4 MILES TO THE END
 DV1014'OF BLACKTOP ROAD, CONTINUE SOUTHEAST ON BLADED ROAD FOR
 DV1014'1.75 MILES TO CROSSROAD, PIPELINE CROSSING AND SIGN DON B
 DV1014'CO., CONTINUE SOUTHEAST FOR 9.2 MILES TO A SIDE RIGHT AND
 DV1014'SIGN DALK CLEM RANCH 6 MILES, TURN RIGHT, GO SOUTH ON
 DV1014'BLADED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 DV1014'WEST ON TRACK ROAD FOR 1.0 MILE TO CROSSROAD, TURN LEFT,
 DV1014'GO SOUTH FOR 0.6 MILE TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH
 DV1014'FOR 0.45 MILE TO THE STATION ON LEFT.
 DV1014'
 DV1014'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV1014'CONCRETE POST WHICH IS FLUSH AND STAMPED CALL 1962.  THE MARK
 DV1014'IS 60 FEET EAST OF CENTER OF TRACK ROAD AND 12.5 FEET
 DV1014'WEST-NORTHWEST OF WITNESS POST.
 DV1014'
 DV1014'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1014'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED
 DV1014'CALL NO 1 1962.  THE MARK IS 85 FEET EAST OF CENTER OF TRACK ROAD
 DV1014'AND 39 FEET NORTHEAST OF WITNESS POST.
 DV1014'
 DV1014'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1014'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED
 DV1014'CALL NO 2 1962.  THE MARK IS 88 FEET EAST OF CENTER OF TRACK
 DV1014'ROAD AND 42 FEET SOUTHEAST OF WITNESS POST.
 DV1014'
 DV1014'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 DV1014'ROUND CONCRETE POST WHICH IS FLUSH AND STAMPED CALL 1962.  THE
 DV1014'MARK IS 49 FEET EAST OF CENTER OF TRACK ROAD AND 5.9 FEET
 DV1014'WEST OF WITNESS POST.
 DV1014'
 DV1014'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 71.3 FEET.
 DV1014'
 DV1014'HEIGHT OF LIGHT ABOVE STATION MARK 5.07 METERS.
 DV1014
 DV1014                          STATION RECOVERY (1962)
 DV1014
 DV1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1014'23.5 MI SE FROM SALOME.
 DV1014'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1014'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1014'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 55
 DV1014'FEET EAST OF THE CENTER OF THE TRACK ROAD, 12.6 FEET NORTHWEST OF A
 DV1014'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DV1014'INCH.
 DV1014
 DV1014                          STATION RECOVERY (1981)
 DV1014
 DV1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1014'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DV1014
 DV1014                          STATION RECOVERY (2004)
 DV1014
 DV1014'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1014'RECOVERED AS DESCRIBED.
 DV1014
 DV1014                          STATION RECOVERY (2006)
 DV1014
 DV1014'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1014'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1014'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1014'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0516 ***********************************************************************
 ES0516  DESIGNATION -  CALL
 ES0516  PID         -  ES0516
 ES0516  STATE/COUNTY-  AZ/COCONINO
 ES0516  USGS QUAD   -  MUNDS PARK (1974)
 ES0516
 ES0516                         *CURRENT SURVEY CONTROL
 ES0516  ___________________________________________________________________
 ES0516* NAD 83(1992)-  34 59 52.36406(N)    111 41 13.62045(W)     ADJUSTED  
 ES0516* NAVD 88     -      2070.042  (meters)    6791.46   (feet)  ADJUSTED  
 ES0516  ___________________________________________________________________
 ES0516  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 ES0516  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0516  DYNAMIC HT  -        2067.122 (meters)    6781.88  (feet)  COMP
 ES0516  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0516
 ES0516  HORZ ORDER  -  SECOND
 ES0516  VERT ORDER  -  SECOND    CLASS 0
 ES0516
 ES0516.The horizontal coordinates were established by classical geodetic methods
 ES0516.and adjusted by the National Geodetic Survey in August 1993..
 ES0516
 ES0516.The orthometric height was determined by differential leveling
 ES0516.and adjusted by the National Geodetic Survey in June 1991..
 ES0516
 ES0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0516
 ES0516.The geoid height was determined by GEOID03.
 ES0516
 ES0516.The dynamic height is computed by dividing the NAVD 88
 ES0516.geopotential number by the normal gravity value computed on the
 ES0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0516.degrees latitude (g = 980.6199 gals.).
 ES0516
 ES0516.The modeled gravity was interpolated from observed gravity values.
 ES0516
 ES0516;                    North         East     Units Scale Factor Converg.
 ES0516;SPC AZ C     -   443,362.999   234,313.652   MT  0.99990541   +0 07 54.0
 ES0516;SPC AZ C     - 1,454,603.02    768,745.58   iFT  0.99990541   +0 07 54.0
 ES0516;UTM  12      - 3,873,023.491   437,297.319   MT  0.99964845   -0 23 38.8
 ES0516
 ES0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0516!SPC AZ C     -   0.99967887  x   0.99990541  =   0.99958431
 ES0516!UTM  12      -   0.99967887  x   0.99964845  =   0.99932743
 ES0516
 ES0516:                Primary Azimuth Mark                     Grid Az
 ES0516:SPC AZ C     -  CALL AZ MK                               023 47 44.1
 ES0516:UTM  12      -  CALL AZ MK                               024 19 16.9
 ES0516
 ES0516|---------------------------------------------------------------------|
 ES0516| PID    Reference Object                     Distance      Geod. Az  |
 ES0516|                                                           dddmmss.s |
 ES0516| CH2852 CALL AZ MK                                         0235538.1 |
 ES0516| ES0517 CALL RM 2                            47.361 METERS 19551     |
 ES0516| ES0515 CALL RM 1                            32.642 METERS 35634     |
 ES0516|---------------------------------------------------------------------|
 ES0516
 ES0516                          SUPERSEDED SURVEY CONTROL
 ES0516
 ES0516  NAD 83(1986)-  34 59 52.36104(N)    111 41 13.61848(W) AD(       ) 2
 ES0516  NAD 27      -  34 59 52.30980(N)    111 41 11.04350(W) AD(       ) 2
 ES0516  NGVD 29 (??/??/92) 2069.066  (m)         6788.26   (f) ADJ UNCH    2 0
 ES0516
 ES0516.Superseded values are not recommended for survey control.
 ES0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0516.See file dsdata.txt to determine how the superseded data were derived.
 ES0516
 ES0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3729773023(NAD 83)
 ES0516_MARKER: DE = TRAVERSE STATION DISK
 ES0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0516_STAMPING: CALL 1959
 ES0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0516+STABILITY: SURFACE MOTION
 ES0516
 ES0516  HISTORY     - Date     Condition        Report By
 ES0516  HISTORY     - 1959     MONUMENTED       CGS
 ES0516  HISTORY     - 1959     GOOD             CGS
 ES0516
 ES0516                          STATION DESCRIPTION
 ES0516
 ES0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0516'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 ES0516'17, ABOUT 13.5 MILES NORTH OF THE COCONINO YAVAPAI COUNTY LINE,
 ES0516'13.0 MILES SOUTH OF FLAGSTAFF AND 8.5 MILES NORTHEAST OF SEDONA.
 ES0516'
 ES0516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89
 ES0516'AND 89A IN THE SOUTHWEST PART OF FLAGSTAFF, GO SOUTH ON U.S.
 ES0516'HIGHWAY 89A FOR 3.8 MILES TO A CROSSROAD AT THE ENTRANCE TO THE
 ES0516'FLAGSTAFF AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY 89A FOR 0.8
 ES0516'MILE TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 ES0516'SOUTHEASTERLY FOR 0.8 MILE TO INTERSTATE HIGHWAY 17, GO SOUTH
 ES0516'ON INTERSTATE HIGHWAY 17 FOR 9.5 MILES TO A HIGH CUT BANK AND
 ES0516'THE STATION ON THE RIGHT.
 ES0516'
 ES0516'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CALL 1959,
 ES0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES0516'3 INCHES.  IT IS 33 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 32
 ES0516'FEET WEST OF THE WEST EDGE OF THE HIGH CUT BANK AND 18 FEET EAST
 ES0516'OF A WITNESS SIGN.
 ES0516'
 ES0516'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CALL NO 1 1959,
 ES0516'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 ES0516'INCHES.  IT IS 45 FEET WEST OF THE HIGH CUT BANK, 17 FEET EAST OF
 ES0516'THE WEST RIGHT-OF-WAY FENCE AND 114 FEET NORTH OF A WITNESS SIGN.
 ES0516'
 ES0516'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALL NO 2 1959,
 ES0516'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 ES0516'IT IS 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 142 FEET SOUTH
 ES0516'OF A WITNESS SIGN.
 ES0516'
 ES0516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR 0.2
 ES0516'MILE TO A CONCRETE CULVERT.  THE AZIMUTH MARK IS AN ARIZONA STATE
 ES0516'HIGHWAY DEPARTMENT DISK, SET IN THE EAST HEADWALL, 5.8 FEET SOUTH
 ES0516'OF THE NORTH END OF THE HEADWALL AND 24 FEET EAST OF THE CENTER
 ES0516'LINE OF THE NORTH BOUND LANE OF THE HIGHWAY.
 ES0516
 ES0516                          STATION RECOVERY (1959)
 ES0516
 ES0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0516'13.0 MI S FROM FLAGSTAFF.
 ES0516'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0516'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0516'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0516'HIGHWAY 17, THENCE SOUTH ALONG INTERSTATE HIGHWAY 17 9.5 MILES TO A
 ES0516'HIGH CUT BANK, 33 FEET EAST OF THE RIGHT-OF-WAY FENCE, 32 FEET WEST OF
 ES0516'THE WEST EDGE OF THE HIGH CUT BANK, 18 FEET EAST OF THE WITNESS SIGN,
 ES0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 ES0516'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2055 ***********************************************************************
 DV2055  DESIGNATION -  CALL
 DV2055  PID         -  DV2055
 DV2055  STATE/COUNTY-  AZ/MARICOPA
 DV2055  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2055
 DV2055                         *CURRENT SURVEY CONTROL
 DV2055  ___________________________________________________________________
 DV2055* NAD 83(1992)-  33 50 14.03907(N)    112 28 24.95433(W)     ADJUSTED  
 DV2055* NAVD 88     -       611.2    (meters)    2005.     (feet)  VERTCON   
 DV2055  ___________________________________________________________________
 DV2055  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV2055  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV2055
 DV2055  HORZ ORDER  -  SECOND
 DV2055
 DV2055.The horizontal coordinates were established by classical geodetic methods
 DV2055.and adjusted by the National Geodetic Survey in August 1993..
 DV2055
 DV2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2055
 DV2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2055
 DV2055.The geoid height was determined by GEOID03.
 DV2055
 DV2055;                    North         East     Units Scale Factor Converg.
 DV2055;SPC AZ C     -   314,740.898   161,814.895   MT  0.99993274   -0 18 36.5
 DV2055;SPC AZ C     - 1,032,614.49    530,888.76   iFT  0.99993274   -0 18 36.5
 DV2055;UTM  12      - 3,745,085.417   363,651.618   MT  0.99982918   -0 49 14.4
 DV2055
 DV2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2055!SPC AZ C     -   0.99990869  x   0.99993274  =   0.99984143
 DV2055!UTM  12      -   0.99990869  x   0.99982918  =   0.99973788
 DV2055
 DV2055|---------------------------------------------------------------------|
 DV2055| PID    Reference Object                     Distance      Geod. Az  |
 DV2055|                                                           dddmmss.s |
 DV2055| CH4918 CALL RM 1                             8.558 METERS 10017     |
 DV2055| CH4919 CALL RM 2                             8.126 METERS 24725     |
 DV2055| DV2174 ASP                                 APPROX. 4.0 KM 2821422.0 |
 DV2055|---------------------------------------------------------------------|
 DV2055
 DV2055                          SUPERSEDED SURVEY CONTROL
 DV2055
 DV2055  NAD 83(1986)-  33 50 14.03541(N)    112 28 24.95837(W) AD(       ) 2
 DV2055  NAD 27      -  33 50 13.90749(N)    112 28 22.34212(W) AD(       ) 2
 DV2055  NGVD 29 (07/19/86)  610.6    (m)         2003.     (f) VERT ANG       
 DV2055
 DV2055.Superseded values are not recommended for survey control.
 DV2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2055.See file dsdata.txt to determine how the superseded data were derived.
 DV2055
 DV2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6365245085(NAD 83)
 DV2055_MARKER: DD = SURVEY DISK
 DV2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2055
 DV2055  HISTORY     - Date     Condition        Report By
 DV2055  HISTORY     - 1976     MONUMENTED       AZDT
 DV2055  HISTORY     - 19960212 GOOD             USPSQD
 DV2055  HISTORY     - 19990109 GOOD             USPSQD
 DV2055  HISTORY     - 20000109 GOOD             USPSQD
 DV2055
 DV2055                          STATION DESCRIPTION
 DV2055
 DV2055'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2055'THE STATION IS ABOUT 9.5 MILES EAST OF MORRISTOWN ALONG THE
 DV2055'NORTH R/W OF STATE ROUTE 74.
 DV2055'
 DV2055'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CALL 1976
 DV2055'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK
 DV2055'IS LOCATED 2 FEET INSIDE THE R/W FENCE AND AT AN ANGLE POINT IN
 DV2055'THE FENCE LINE, MARKED WITH A WITNESS POST AND SIGN.
 DV2055'
 DV2055'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CALL
 DV2055'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2055'PROJECTING 2 INCHES AND ABOUT 1 FOOT INSIDE R/W FENCE.
 DV2055'
 DV2055'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CALL
 DV2055'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2055'PROJECTING 2 INCHES AND ABOUT 0.5 FOOT INSIDE THE R/W FENCE.
 DV2055'
 DV2055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2055'STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2055'HWY. 74 FOR 9.5 MILES TO THE STATION ON THE LEFT INSIDE THE
 DV2055'NORTH R/W FENCELINE.
 DV2055'
 DV2055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2055
 DV2055                          STATION RECOVERY (1996)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2055'RECOVERED IN GOOD CONDITION.
 DV2055
 DV2055                          STATION RECOVERY (1999)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2055'RECOVERED IN GOOD CONDITION.
 DV2055
 DV2055                          STATION RECOVERY (2000)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1015 ***********************************************************************
 DV1015  DESIGNATION -  CALL AZ MK
 DV1015  PID         -  DV1015
 DV1015  STATE/COUNTY-  AZ/LA PAZ
 DV1015  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1015
 DV1015                         *CURRENT SURVEY CONTROL
 DV1015  ___________________________________________________________________
 DV1015* NAD 83(1986)-  33 35 11.     (N)    113 22 13.     (W)     SCALED    
 DV1015* NAVD 88     -       425.94   (+/-2cm)    1397.4    (feet)  VERTCON   
 DV1015  ___________________________________________________________________
 DV1015  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1015
 DV1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1015
 DV1015.The horizontal coordinates were scaled from a topographic map and have
 DV1015.an estimated accuracy of +/- 6 seconds.
 DV1015
 DV1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1015.The vertical order pertains to the NGVD 29 superseded value.
 DV1015
 DV1015.The geoid height was determined by GEOID03.
 DV1015
 DV1015;                    North         East    Units  Estimated Accuracy
 DV1015;SPC AZ W     -   286,860.      248,610.      MT  (+/- 180 meters Scaled)
 DV1015
 DV1015                          SUPERSEDED SURVEY CONTROL
 DV1015
 DV1015  NGVD 29 (??/??/92)  425.271  (m)         1395.24   (f) ADJ UNCH    2 0
 DV1015
 DV1015.Superseded values are not recommended for survey control.
 DV1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1015.See file dsdata.txt to determine how the superseded data were derived.
 DV1015
 DV1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800188(NAD 83)
 DV1015_MARKER: DZ = AZIMUTH MARK DISK
 DV1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1015_STAMPING: CALL 1962
 DV1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1015+STABILITY: SURFACE MOTION
 DV1015
 DV1015  HISTORY     - Date     Condition        Report By
 DV1015  HISTORY     - 1962     MONUMENTED       CGS
 DV1015  HISTORY     - 19860519 MARK NOT FOUND   USGS
 DV1015
 DV1015                          STATION DESCRIPTION
 DV1015
 DV1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1015'23.0 MI SE FROM SALOME.
 DV1015'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1015'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1015'WEST ALONG A TRACK ROAD, THENCE 0.5 MILE SOUTH ALONG A TRACK ROAD, 48
 DV1015'FEET EAST OF THE CENTER OF THE TRACK ROAD, 6.0 FEET EAST OF A METAL
 DV1015'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1015
 DV1015                          STATION RECOVERY (1986)
 DV1015
 DV1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1013 ***********************************************************************
 DV1013  DESIGNATION -  CALL RM 1
 DV1013  PID         -  DV1013
 DV1013  STATE/COUNTY-  AZ/LA PAZ
 DV1013  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1013
 DV1013                         *CURRENT SURVEY CONTROL
 DV1013  ___________________________________________________________________
 DV1013* NAD 83(1986)-  33 34 48.     (N)    113 22 10.     (W)     SCALED    
 DV1013* NAVD 88     -       422.76   (+/-2cm)    1387.0    (feet)  VERTCON   
 DV1013  ___________________________________________________________________
 DV1013  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1013
 DV1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1013
 DV1013.The horizontal coordinates were scaled from a topographic map and have
 DV1013.an estimated accuracy of +/- 6 seconds.
 DV1013
 DV1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1013.The vertical order pertains to the NGVD 29 superseded value.
 DV1013
 DV1013.The geoid height was determined by GEOID03.
 DV1013
 DV1013;                    North         East    Units  Estimated Accuracy
 DV1013;SPC AZ W     -   286,150.      248,690.      MT  (+/- 180 meters Scaled)
 DV1013
 DV1013                          SUPERSEDED SURVEY CONTROL
 DV1013
 DV1013  NGVD 29 (??/??/92)  422.095  (m)         1384.82   (f) ADJ UNCH    2 0
 DV1013
 DV1013.Superseded values are not recommended for survey control.
 DV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1013.See file dsdata.txt to determine how the superseded data were derived.
 DV1013
 DV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800181(NAD 83)
 DV1013_MARKER: DR = REFERENCE MARK DISK
 DV1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1013_STAMPING: CALL NO 1 1962
 DV1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1013+STABILITY: SURFACE MOTION
 DV1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1013+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1013
 DV1013  HISTORY     - Date     Condition        Report By
 DV1013  HISTORY     - 1962     MONUMENTED       CGS
 DV1013  HISTORY     - 20060519 GOOD             GEOCAC
 DV1013
 DV1013                          STATION DESCRIPTION
 DV1013
 DV1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1013'23.5 MI SE FROM SALOME.
 DV1013'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1013'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1013'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 90
 DV1013'FEET EAST OF THE CENTER OF THE TRACK ROAD, 44.3 FEET NORTHEAST OF
 DV1013'TRAVERSE STATION CALL, 39.1 FEET NORTHEAST OF A METAL WITNESS POST,
 DV1013'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1013
 DV1013                          STATION RECOVERY (2006)
 DV1013
 DV1013'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1013'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1013'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1013'THE GROUND. HANDHELD COORDINATES ARE
 DV1013'33 34 48.42 (N)   113 22 09.78 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0515 ***********************************************************************
 ES0515  DESIGNATION -  CALL RM 1
 ES0515  PID         -  ES0515
 ES0515  STATE/COUNTY-  AZ/COCONINO
 ES0515  USGS QUAD   -  MUNDS PARK (1974)
 ES0515
 ES0515                         *CURRENT SURVEY CONTROL
 ES0515  ___________________________________________________________________
 ES0515* NAD 83(1986)-  34 59 52.     (N)    111 41 14.     (W)     SCALED    
 ES0515* NAVD 88     -      2070.684  (meters)    6793.57   (feet)  ADJUSTED  
 ES0515  ___________________________________________________________________
 ES0515  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0515  DYNAMIC HT  -        2067.763 (meters)    6783.99  (feet)  COMP
 ES0515  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0515
 ES0515  VERT ORDER  -  SECOND    CLASS 0
 ES0515
 ES0515.The horizontal coordinates were scaled from a topographic map and have
 ES0515.an estimated accuracy of +/- 6 seconds.
 ES0515
 ES0515.The orthometric height was determined by differential leveling
 ES0515.and adjusted by the National Geodetic Survey in June 1991..
 ES0515
 ES0515.The geoid height was determined by GEOID03.
 ES0515
 ES0515.The dynamic height is computed by dividing the NAVD 88
 ES0515.geopotential number by the normal gravity value computed on the
 ES0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0515.degrees latitude (g = 980.6199 gals.).
 ES0515
 ES0515.The modeled gravity was interpolated from observed gravity values.
 ES0515
 ES0515;                    North         East    Units  Estimated Accuracy
 ES0515;SPC AZ C     -   443,350.      234,300.      MT  (+/- 180 meters Scaled)
 ES0515
 ES0515                          SUPERSEDED SURVEY CONTROL
 ES0515
 ES0515  NGVD 29 (??/??/92) 2069.707  (m)         6790.36   (f) ADJ UNCH    2 0
 ES0515
 ES0515.Superseded values are not recommended for survey control.
 ES0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0515.See file dsdata.txt to determine how the superseded data were derived.
 ES0515
 ES0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372730(NAD 83)
 ES0515_MARKER: DR = REFERENCE MARK DISK
 ES0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0515_STAMPING: CALL NO 1 1959
 ES0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0515+STABILITY: SURFACE MOTION
 ES0515
 ES0515  HISTORY     - Date     Condition        Report By
 ES0515  HISTORY     - 1959     MONUMENTED       CGS
 ES0515
 ES0515                          STATION DESCRIPTION
 ES0515
 ES0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0515'13.0 MI S FROM FLAGSTAFF.
 ES0515'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0515'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0515'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0515'HIGHWAY 17, THENCE 9.5 MILE SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0515'HIGH CUT BANK, 114 FEET NORTH OF THE WITNESS SIGN, 45 FEET WEST OF THE
 ES0515'WEST EDGE OF THE CUT BANK, 17 FEET EAST OF THE RIGHT-OF-WAY FENCE, SET
 ES0515'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1012 ***********************************************************************
 DV1012  DESIGNATION -  CALL RM 2
 DV1012  PID         -  DV1012
 DV1012  STATE/COUNTY-  AZ/LA PAZ
 DV1012  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1012
 DV1012                         *CURRENT SURVEY CONTROL
 DV1012  ___________________________________________________________________
 DV1012* NAD 83(1986)-  33 34 48.     (N)    113 22 10.     (W)     SCALED    
 DV1012* NAVD 88     -       422.70   (+/-2cm)    1386.8    (feet)  VERTCON   
 DV1012  ___________________________________________________________________
 DV1012  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1012
 DV1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1012
 DV1012.The horizontal coordinates were scaled from a topographic map and have
 DV1012.an estimated accuracy of +/- 6 seconds.
 DV1012
 DV1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1012.The vertical order pertains to the NGVD 29 superseded value.
 DV1012
 DV1012.The geoid height was determined by GEOID03.
 DV1012
 DV1012;                    North         East    Units  Estimated Accuracy
 DV1012;SPC AZ W     -   286,150.      248,690.      MT  (+/- 180 meters Scaled)
 DV1012
 DV1012                          SUPERSEDED SURVEY CONTROL
 DV1012
 DV1012  NGVD 29 (??/??/92)  422.039  (m)         1384.64   (f) ADJ UNCH    2 0
 DV1012
 DV1012.Superseded values are not recommended for survey control.
 DV1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1012.See file dsdata.txt to determine how the superseded data were derived.
 DV1012
 DV1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800181(NAD 83)
 DV1012_MARKER: DR = REFERENCE MARK DISK
 DV1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1012_STAMPING: CALL NO 2 1962
 DV1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1012+STABILITY: SURFACE MOTION
 DV1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1012+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1012
 DV1012  HISTORY     - Date     Condition        Report By
 DV1012  HISTORY     - 1962     MONUMENTED       CGS
 DV1012  HISTORY     - 20060519 GOOD             GEOCAC
 DV1012
 DV1012                          STATION DESCRIPTION
 DV1012
 DV1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1012'23.5 MI SE FROM SALOME.
 DV1012'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1012'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1012'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 83
 DV1012'FEET EAST OF THE CENTER OF THE TRACK ROAD, 50.6 FEET SOUTHEAST OF
 DV1012'TRAVERSE STATION CALL, 42.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 DV1012'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1012
 DV1012                          STATION RECOVERY (2006)
 DV1012
 DV1012'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1012'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1012'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1012'THE GROUND. HANDHELD COORDINATES ARE
 DV1012'33 34 49.14 (N)   113 22 09.78 (W) (NAD 83).
 DV1012' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0517 ***********************************************************************
 ES0517  DESIGNATION -  CALL RM 2
 ES0517  PID         -  ES0517
 ES0517  STATE/COUNTY-  AZ/COCONINO
 ES0517  USGS QUAD   -  MUNDS PARK (1974)
 ES0517
 ES0517                         *CURRENT SURVEY CONTROL
 ES0517  ___________________________________________________________________
 ES0517* NAD 83(1986)-  34 59 52.     (N)    111 41 14.     (W)     SCALED    
 ES0517* NAVD 88     -      2069.866  (meters)    6790.89   (feet)  ADJUSTED  
 ES0517  ___________________________________________________________________
 ES0517  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0517  DYNAMIC HT  -        2066.946 (meters)    6781.31  (feet)  COMP
 ES0517  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0517
 ES0517  VERT ORDER  -  SECOND    CLASS 0
 ES0517
 ES0517.The horizontal coordinates were scaled from a topographic map and have
 ES0517.an estimated accuracy of +/- 6 seconds.
 ES0517
 ES0517.The orthometric height was determined by differential leveling
 ES0517.and adjusted by the National Geodetic Survey in June 1991..
 ES0517
 ES0517.The geoid height was determined by GEOID03.
 ES0517
 ES0517.The dynamic height is computed by dividing the NAVD 88
 ES0517.geopotential number by the normal gravity value computed on the
 ES0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0517.degrees latitude (g = 980.6199 gals.).
 ES0517
 ES0517.The modeled gravity was interpolated from observed gravity values.
 ES0517
 ES0517;                    North         East    Units  Estimated Accuracy
 ES0517;SPC AZ C     -   443,350.      234,300.      MT  (+/- 180 meters Scaled)
 ES0517
 ES0517                          SUPERSEDED SURVEY CONTROL
 ES0517
 ES0517  NGVD 29 (??/??/92) 2068.889  (m)         6787.68   (f) ADJ UNCH    2 0
 ES0517
 ES0517.Superseded values are not recommended for survey control.
 ES0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0517.See file dsdata.txt to determine how the superseded data were derived.
 ES0517
 ES0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372730(NAD 83)
 ES0517_MARKER: DR = REFERENCE MARK DISK
 ES0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0517_STAMPING: CALL NO 2 1959
 ES0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0517+STABILITY: SURFACE MOTION
 ES0517
 ES0517  HISTORY     - Date     Condition        Report By
 ES0517  HISTORY     - 1959     MONUMENTED       CGS
 ES0517
 ES0517                          STATION DESCRIPTION
 ES0517
 ES0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0517'13.0 MI S FROM FLAGSTAFF.
 ES0517'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0517'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0517'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0517'HIGHWAY 17, THENCE 9.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0517'HIGH CUT BANK, 142 FEET SOUTH OF THE WITNESS SIGN, 3 FEET EAST OF THE
 ES0517'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0517'THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1135 ***********************************************************************
 ES1135  DESIGNATION -  CALLOWAY
 ES1135  PID         -  ES1135
 ES1135  STATE/COUNTY-  AZ/COCONINO
 ES1135  USGS QUAD   -  CALLOWAY BUTTE (1965)
 ES1135
 ES1135                         *CURRENT SURVEY CONTROL
 ES1135  ___________________________________________________________________
 ES1135* NAD 83(1992)-  34 31 46.06454(N)    111 28 58.96604(W)     ADJUSTED  
 ES1135* NAVD 88     -      2091.9    (meters)    6863.     (feet)  VERTCON   
 ES1135  ___________________________________________________________________
 ES1135  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 ES1135  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ES1135
 ES1135  HORZ ORDER  -  THIRD
 ES1135
 ES1135.The horizontal coordinates were established by classical geodetic methods
 ES1135.and adjusted by the National Geodetic Survey in August 1993..
 ES1135
 ES1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1135
 ES1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1135
 ES1135.The geoid height was determined by GEOID03.
 ES1135
 ES1135;                    North         East     Units Scale Factor Converg.
 ES1135;SPC AZ C     -   391,465.126   253,165.843   MT  0.99991952   +0 14 44.9
 ES1135;SPC AZ C     - 1,284,334.40    830,596.60   iFT  0.99991952   +0 14 44.9
 ES1135;UTM  12      - 3,820,970.176   455,670.216   MT  0.99962422   -0 16 25.7
 ES1135
 ES1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1135!SPC AZ C     -   0.99967556  x   0.99991952  =   0.99959510
 ES1135!UTM  12      -   0.99967556  x   0.99962422  =   0.99929990
 ES1135
 ES1135|---------------------------------------------------------------------|
 ES1135| PID    Reference Object                     Distance      Geod. Az  |
 ES1135|                                                           dddmmss.s |
 ES1135| CS3967 CALLOWAY RM 1                         3.139 METERS 21453     |
 ES1135| ES1143 Y=TANK ALOMA                        APPROX.12.3 KM 2591753.4 |
 ES1135| CS3968 CALLOWAY RM 2                         6.035 METERS 34628     |
 ES1135|---------------------------------------------------------------------|
 ES1135
 ES1135                          SUPERSEDED SURVEY CONTROL
 ES1135
 ES1135  NAD 83(1986)-  34 31 46.05699(N)    111 28 58.96930(W) AD(       ) 3
 ES1135  NGVD 29 (04/23/90) 2091.0    (m)         6860.     (f) VERT ANG       
 ES1135
 ES1135.Superseded values are not recommended for survey control.
 ES1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1135.See file dsdata.txt to determine how the superseded data were derived.
 ES1135
 ES1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5567020970(NAD 83)
 ES1135_MARKER: DS = TRIANGULATION STATION DISK
 ES1135_SETTING: 80 = SET IN A BOULDER
 ES1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1135+STABILITY: SURFACE MOTION
 ES1135
 ES1135  HISTORY     - Date     Condition        Report By
 ES1135  HISTORY     - 1933     MONUMENTED       USGS
 ES1135
 ES1135                          STATION DESCRIPTION
 ES1135
 ES1135'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 ES1135'LOCATED 3 MI S. OF NEW TANK.  ON HIGHEST POINT OF SMALL HILL
 ES1135'LOCALLY KNOWN AS CALLOWAY BUTTE.
 ES1135'
 ES1135'TO REACH, TAKE SECOND-CLASS RD. WHICH LEAVES MAIN HWY. NEAR LONG
 ES1135'VALLEY IN WESTERLY DIRECTION TO NEW TANK AND PASSES BETWEEN TANK
 ES1135'AND CALLOWAY BUTTE.
 ES1135'
 ES1135'STATION MARK--STANDARD BRONZE TABLET STAMPED---CALLOWAY 1933---, IN
 ES1135'LARGE ROCK.
 ES1135'
 ES1135'RM 1--STANDARD RM TABLET STAMPED---CALLOWAY NO 1 1933---, IN ROCK.
 ES1135'
 ES1135'RM 2--STANDARD RM TABLET STAMPED---CALLOWAY NO 2 1933---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0204 ***********************************************************************
 DU0204  DESIGNATION -  CALVA
 DU0204  PID         -  DU0204
 DU0204  STATE/COUNTY-  AZ/GRAHAM
 DU0204  USGS QUAD   -  CALVA (1989)
 DU0204
 DU0204                         *CURRENT SURVEY CONTROL
 DU0204  ___________________________________________________________________
 DU0204* NAD 83(1992)-  33 10 41.75582(N)    110 10 42.92066(W)     ADJUSTED  
 DU0204* NAVD 88     -       789.452  (meters)    2590.06   (feet)  ADJUSTED  
 DU0204  ___________________________________________________________________
 DU0204  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DU0204  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0204  DYNAMIC HT  -         788.378 (meters)    2586.54  (feet)  COMP
 DU0204  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0204
 DU0204  HORZ ORDER  -  FIRST
 DU0204  VERT ORDER  -  SECOND    CLASS 0
 DU0204
 DU0204.The horizontal coordinates were established by classical geodetic methods
 DU0204.and adjusted by the National Geodetic Survey in August 1993..
 DU0204
 DU0204.The orthometric height was determined by differential leveling
 DU0204.and adjusted by the National Geodetic Survey in June 1991..
 DU0204
 DU0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0204
 DU0204.The geoid height was determined by GEOID03.
 DU0204
 DU0204.The dynamic height is computed by dividing the NAVD 88
 DU0204.geopotential number by the normal gravity value computed on the
 DU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0204.degrees latitude (g = 980.6199 gals.).
 DU0204
 DU0204.The modeled gravity was interpolated from observed gravity values.
 DU0204
 DU0204;                    North         East     Units Scale Factor Converg.
 DU0204;SPC AZ E     -   241,520.351   212,248.170   MT  0.99990002   -0 00 23.5
 DU0204;SPC AZ E     -   792,389.60    696,352.26   iFT  0.99990002   -0 00 23.5
 DU0204;UTM  12      - 3,671,350.171   576,579.167   MT  0.99967230   +0 26 58.3
 DU0204
 DU0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0204!SPC AZ E     -   0.99988032  x   0.99990002  =   0.99978035
 DU0204!UTM  12      -   0.99988032  x   0.99967230  =   0.99955266
 DU0204
 DU0204|---------------------------------------------------------------------|
 DU0204| PID    Reference Object                     Distance      Geod. Az  |
 DU0204|                                                           dddmmss.s |
 DU0204| DU1957 CALVA WINDMILL                      104.551 METERS 00514     |
 DU0204| CD1734 HIGHWAY 70 STA 1362+59                             1142321.0 |
 DU0204| DU0205 CALVA RM 1                           13.857 METERS 12119     |
 DU0204| DU0203 CALVA RM 2                            9.688 METERS 21017     |
 DU0204| DU1958 CALVA SUSPENSION TOWER              APPROX. 1.2 KM 3421321.6 |
 DU0204|---------------------------------------------------------------------|
 DU0204
 DU0204                          SUPERSEDED SURVEY CONTROL
 DU0204
 DU0204  NAD 83(1986)-  33 10 41.75172(N)    110 10 42.92081(W) AD(       ) 1
 DU0204  NAD 27      -  33 10 41.54500(N)    110 10 40.59800(W) AD(       ) 1
 DU0204  NGVD 29 (??/??/92)  788.872  (m)         2588.16   (f) ADJ UNCH    2 0
 DU0204
 DU0204.Superseded values are not recommended for survey control.
 DU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0204.See file dsdata.txt to determine how the superseded data were derived.
 DU0204
 DU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7657971350(NAD 83)
 DU0204_MARKER: DS = TRIANGULATION STATION DISK
 DU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0204_STAMPING: CALVA 1945
 DU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0204+STABILITY: SURFACE MOTION
 DU0204
 DU0204  HISTORY     - Date     Condition        Report By
 DU0204  HISTORY     - 1945     MONUMENTED       CGS
 DU0204  HISTORY     - 1952     GOOD             CGS
 DU0204  HISTORY     - 1952     GOOD             NGS
 DU0204  HISTORY     - 1967     GOOD             AMS
 DU0204
 DU0204                          STATION DESCRIPTION
 DU0204
 DU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU0204'STATION IS 21 MILES (AIR LINE) E OF THE COOLIDGE DAM, 9 MILES
 DU0204'NNE OF MT. TURNBULL, AND 4-1/2 MILES NW OF BYLAS.
 DU0204'
 DU0204'TO REACH STATION FROM THE POST OFFICE IN BYLAS, GO NW ON U.S.
 DU0204'HIGHWAY 70 FOR 4.7 MILES TO A CONCRETE HIGHWAY BRIDGE.  CONTINUE
 DU0204'FOR 0.15 MILE TO STATION ON THE LEFT (S).
 DU0204'
 DU0204'STATION IS 343 FEET S OF A WINDMILL WHICH IS JUST SE OF SOME
 DU0204'SMALL BUILDINGS.  IT IS 60 FEET NNE OF THE CENTER OF THE
 DU0204'SOUTHERN PACIFIC CO. RAILROAD TRACK, 10 FEET NNE OF A WIRE
 DU0204'RIGHT-OF-WAY FENCE, 39 FEET SSW OF THE CENTER LINE OF U.S.
 DU0204'HIGHWAY 70 OPPOSITE THE SIGN ARIZONA U.S. 70, AND 6 FEET N OF A
 DU0204'4 INCH SQUARE WHITE WITNESS POST.  STATION MARK IS A BRONZE
 DU0204'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DU0204'INCHES ABOVE THE GROUND AND IS STAMPED CALVA 1945.
 DU0204'UNDERGROUND MARK - BRONZE DISK IN CONCRETE.
 DU0204'
 DU0204'REFERENCE MARK 1 IS ESE OF THE STATION AND AT ABOUT THE SAME
 DU0204'LEVEL.  IT IS 7-1/2 FEET NNE OF THE WIRE RIGHT-OF-WAY FENCE.
 DU0204'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST
 DU0204'WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED CALVA
 DU0204'NO 1 1945.
 DU0204'
 DU0204'REFERENCE MARK 2 IS SSW OF THE STATION AND ABOUT 1/2 FOOT
 DU0204'HIGHER.  IT IS 28 FEET NNE OF THE CENTER OF THE RAILROAD TRACK.
 DU0204'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST
 DU0204'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED CALVA
 DU0204'NO 2 1945.
 DU0204'
 DU0204'AZIMUTH MARK IS 0.45 MILE ESE OF THE STATION.  IT IS LOCATED
 DU0204'IN THE CENTER OF A LARGE CONCRETE CULVERT HEADWALL ON THE S
 DU0204'SIDE OF U.S. HIGHWAY 70.  IT IS AN ARIZONA HIGHWAY DEPARTMENT
 DU0204'BENCH-MARK DISK SET IN THE TOP OF THE S HEADWALL AND IS STAMPED
 DU0204'1362+5 9.
 DU0204'
 DU0204'A METAL WINDMILL IS LOCATED 343 FEET N OF THE STATION AND 40 FEET
 DU0204'NNE OF A RIGHT-OF-WAY FENCE.  IT IS 32 FEET HIGH AND HAS ABOUT
 DU0204'A 6-FOOT WHEEL.
 DU0204
 DU0204                          STATION RECOVERY (1952)
 DU0204
 DU0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DU0204'STATION IS LOCATED 21 MILES (AIRLINE) E OF COOLIDGE DAM, 9
 DU0204'MILES NNE OF MT. TURNBULL, AND 4-1/2 MILES NW OF BYLAS.  THE
 DU0204'STATION AND BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 DU0204'ALL ARE IN EXCELLENT CONDITION.
 DU0204
 DU0204                          STATION RECOVERY (1952)
 DU0204
 DU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DU0204'0.9 MI SE FROM CALVA.
 DU0204'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0204'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS THE HIGHWAY OF THE
 DU0204'RANCH HOUSE, 343 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A WINDMILL,
 DU0204'59.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DU0204'COMPANY RAILROAD, 39.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0204'HIGHWAY, 10.0 FEET NORTHEAST OF A FENCE, 6 FEET NORTH OF A WITNESS
 DU0204'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DU0204'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DU0204
 DU0204                          STATION RECOVERY (1967)
 DU0204
 DU0204'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU0204'STATION IS LOCATED APPROXIMATELY 21.0 AIRMILES (E) OF COOLIDGE DAM
 DU0204'AND 5.0 AIRMILES (NW) OF BYLAS AND 37.0 FT (SW) OF OLD HWY 70.
 DU0204'
 DU0204'TO REACH STATION FROM PO IN BYLAS GO (NW) ON U.S. HWY 70 FOR
 DU0204'2.7 MI TO PAVED ROAD ON LEFT (PAVED ROAD IS OLD U.S. HWY 70),
 DU0204'TURN LEFT AND GO 3.0 MI TO CONCRETE BRIDGE, CONTINUE FOR 0.15
 DU0204'MI TO STATION ON LEFT.  STATION IS 5.0 M (N) OF POWERLINE, MAG
 DU0204'AZ 20 DEG AND 18.0 M (N) OF CENTERLINE OF R.R., MAG AZ OF 20 DEG,
 DU0204'11.89 M (SSW) OF CENTERLINE OF COOLIDGE DAM RD.
 DU0204'
 DU0204'STATION MARK IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU0204'CALVA 1945 SET IN A CONCRETE POST ABOUT 3 INCHES ABOVE THE GROUND.
 DU0204'
 DU0204'R.M. 1 IS A STANDARD USC AND GS DISK SET IN CONCRETE STAMPED
 DU0204'CALVA NO 1 1945.  FROM THE STATION IT IS (E) ON A MAG AZ OF
 DU0204'110 DEG AT A DISTANCE OF 13.865 M AND A DE OF -0.03 M.
 DU0204'
 DU0204'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND.
 DU0204'
 DU0204'AZ MARK SEARCHED FOR BUT NOT RECOVERED.
 DU0204'
 DU0204'VIEW FROM TRIPOD HEIGHT 1.5 M GOOD EXCEPT FROM MAG AZ 167 DEG
 DU0204'TO 190 DEG A RIDGE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0205 ***********************************************************************
 DU0205  DESIGNATION -  CALVA RM 1
 DU0205  PID         -  DU0205
 DU0205  STATE/COUNTY-  AZ/GRAHAM
 DU0205  USGS QUAD   -  CALVA (1989)
 DU0205
 DU0205                         *CURRENT SURVEY CONTROL
 DU0205  ___________________________________________________________________
 DU0205* NAD 83(1986)-  33 10 41.     (N)    110 10 42.     (W)     SCALED    
 DU0205* NAVD 88     -       789.421  (meters)    2589.96   (feet)  ADJUSTED  
 DU0205  ___________________________________________________________________
 DU0205  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0205  DYNAMIC HT  -         788.348 (meters)    2586.44  (feet)  COMP
 DU0205  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0205
 DU0205  VERT ORDER  -  SECOND    CLASS 0
 DU0205
 DU0205.The horizontal coordinates were scaled from a topographic map and have
 DU0205.an estimated accuracy of +/- 6 seconds.
 DU0205
 DU0205.The orthometric height was determined by differential leveling
 DU0205.and adjusted by the National Geodetic Survey in June 1991..
 DU0205
 DU0205.The geoid height was determined by GEOID03.
 DU0205
 DU0205.The dynamic height is computed by dividing the NAVD 88
 DU0205.geopotential number by the normal gravity value computed on the
 DU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0205.degrees latitude (g = 980.6199 gals.).
 DU0205
 DU0205.The modeled gravity was interpolated from observed gravity values.
 DU0205
 DU0205;                    North         East    Units  Estimated Accuracy
 DU0205;SPC AZ E     -   241,500.      212,270.      MT  (+/- 180 meters Scaled)
 DU0205
 DU0205                          SUPERSEDED SURVEY CONTROL
 DU0205
 DU0205  NGVD 29 (??/??/92)  788.841  (m)         2588.06   (f) ADJ UNCH    2 0
 DU0205
 DU0205.Superseded values are not recommended for survey control.
 DU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0205.See file dsdata.txt to determine how the superseded data were derived.
 DU0205
 DU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB766713(NAD 83)
 DU0205_MARKER: DR = REFERENCE MARK DISK
 DU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0205_STAMPING: CALVA NO. 1 1945
 DU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0205+STABILITY: SURFACE MOTION
 DU0205
 DU0205  HISTORY     - Date     Condition        Report By
 DU0205  HISTORY     - 1945     MONUMENTED       CGS
 DU0205  HISTORY     - 1952     GOOD             NGS
 DU0205
 DU0205                          STATION DESCRIPTION
 DU0205
 DU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0205'0.9 MI SE FROM CALVA.
 DU0205'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0205'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS HIGHWAY FROM A RANCH
 DU0205'HOUSE, 52.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN
 DU0205'PACIFIC COMPANY RAILROAD TRACK, 45.4 FEET SOUTHEAST OF TRIANGULATION
 DU0205'STATION CALVA, 7.4 FEET NORTHEAST OF A WIRE FENCE, ABOUT 1 FOOT HIGHER
 DU0205'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DU0205'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0203 ***********************************************************************
 DU0203  DESIGNATION -  CALVA RM 2
 DU0203  PID         -  DU0203
 DU0203  STATE/COUNTY-  AZ/GRAHAM
 DU0203  USGS QUAD   -  CALVA (1989)
 DU0203
 DU0203                         *CURRENT SURVEY CONTROL
 DU0203  ___________________________________________________________________
 DU0203* NAD 83(1986)-  33 10 41.     (N)    110 10 42.     (W)     SCALED    
 DU0203* NAVD 88     -       789.791  (meters)    2591.17   (feet)  ADJUSTED  
 DU0203  ___________________________________________________________________
 DU0203  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0203  DYNAMIC HT  -         788.717 (meters)    2587.65  (feet)  COMP
 DU0203  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0203
 DU0203  VERT ORDER  -  SECOND    CLASS 0
 DU0203
 DU0203.The horizontal coordinates were scaled from a topographic map and have
 DU0203.an estimated accuracy of +/- 6 seconds.
 DU0203
 DU0203.The orthometric height was determined by differential leveling
 DU0203.and adjusted by the National Geodetic Survey in June 1991..
 DU0203
 DU0203.The geoid height was determined by GEOID03.
 DU0203
 DU0203.The dynamic height is computed by dividing the NAVD 88
 DU0203.geopotential number by the normal gravity value computed on the
 DU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0203.degrees latitude (g = 980.6199 gals.).
 DU0203
 DU0203.The modeled gravity was interpolated from observed gravity values.
 DU0203
 DU0203;                    North         East    Units  Estimated Accuracy
 DU0203;SPC AZ E     -   241,500.      212,270.      MT  (+/- 180 meters Scaled)
 DU0203
 DU0203                          SUPERSEDED SURVEY CONTROL
 DU0203
 DU0203  NGVD 29 (??/??/92)  789.212  (m)         2589.27   (f) ADJ UNCH    2 0
 DU0203
 DU0203.Superseded values are not recommended for survey control.
 DU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0203.See file dsdata.txt to determine how the superseded data were derived.
 DU0203
 DU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB766713(NAD 83)
 DU0203_MARKER: DR = REFERENCE MARK DISK
 DU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0203_STAMPING: CALVA NO. 2 1945
 DU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0203+STABILITY: SURFACE MOTION
 DU0203
 DU0203  HISTORY     - Date     Condition        Report By
 DU0203  HISTORY     - 1945     MONUMENTED       CGS
 DU0203  HISTORY     - 1952     GOOD             NGS
 DU0203
 DU0203                          STATION DESCRIPTION
 DU0203
 DU0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0203'0.9 MI SE FROM CALVA.
 DU0203'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0203'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS THE HIGHWAY FROM THE
 DU0203'RANCH HOUSE, 70.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DU0203'22.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DU0203'COMPANY RAILROAD TRACK, 31.7 FEET SOUTHWEST OF TRIANGULATION STATION
 DU0203'CALVA, 21.0 FEET SOUTHWEST OF A WIRE FENCE, ABOUT 1 1/2 FEET HIGHER
 DU0203'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DU0203'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1958 ***********************************************************************
 DU1958  DESIGNATION -  CALVA SUSPENSION TOWER
 DU1958  PID         -  DU1958
 DU1958  STATE/COUNTY-  AZ/GRAHAM
 DU1958  USGS QUAD   -  CALVA (1989)
 DU1958
 DU1958                         *CURRENT SURVEY CONTROL
 DU1958  ___________________________________________________________________
 DU1958* NAD 83(1992)-  33 11 18.15539(N)    110 10 56.80083(W)     ADJUSTED  
 DU1958* NAVD 88     -                                                        
 DU1958  ___________________________________________________________________
 DU1958  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DU1958  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1958
 DU1958  HORZ ORDER  -  THIRD
 DU1958
 DU1958.The horizontal coordinates were established by classical geodetic methods
 DU1958.and adjusted by the National Geodetic Survey in August 1993..
 DU1958
 DU1958
 DU1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1958
 DU1958.The geoid height was determined by GEOID03.
 DU1958
 DU1958;                    North         East     Units Scale Factor Converg.
 DU1958;SPC AZ E     -   242,641.673   211,888.783   MT  0.99990003   -0 00 31.1
 DU1958;SPC AZ E     -   796,068.48    695,173.17   iFT  0.99990003   -0 00 31.1
 DU1958;UTM  12      - 3,672,468.342   576,210.949   MT  0.99967161   +0 26 51.2
 DU1958
 DU1958                          SUPERSEDED SURVEY CONTROL
 DU1958
 DU1958  NAD 83(1986)-  33 11 18.15125(N)    110 10 56.80145(W) AD(       ) 4
 DU1958  NAD 27      -  33 11 17.94400(N)    110 10 54.47900(W) AD(       ) 3
 DU1958
 DU1958.Superseded values are not recommended for survey control.
 DU1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1958.See file dsdata.txt to determine how the superseded data were derived.
 DU1958
 DU1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7621172468(NAD 83)
 DU1958_MARKER: 55 = TOWER
 DU1958
 DU1958  HISTORY     - Date     Condition        Report By
 DU1958  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1958
 DU1958                          STATION DESCRIPTION
 DU1958
 DU1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1958'THE NW ONE OF FOUR HIGH STEEL TOWERS SUPPORTING TELEPHONE WIRES
 DU1958'ACROSS THE GILA RIVER, NEAR THE INDIAN VILLAGE OF CALVA.  TWO
 DU1958'TOWERS ARE ON EACH SIDE OF THE RIVER.  THEY ARE PAINTED ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1957 ***********************************************************************
 DU1957  DESIGNATION -  CALVA WINDMILL
 DU1957  PID         -  DU1957
 DU1957  STATE/COUNTY-  AZ/GRAHAM
 DU1957  USGS QUAD   -  CALVA (1989)
 DU1957
 DU1957                         *CURRENT SURVEY CONTROL
 DU1957  ___________________________________________________________________
 DU1957* NAD 83(1992)-  33 10 45.13531(N)    110 10 42.55236(W)     ADJUSTED  
 DU1957* NAVD 88     -                                                        
 DU1957  ___________________________________________________________________
 DU1957  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DU1957  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU1957
 DU1957  HORZ ORDER  -  THIRD
 DU1957
 DU1957.The horizontal coordinates were established by classical geodetic methods
 DU1957.and adjusted by the National Geodetic Survey in August 1993..
 DU1957
 DU1957
 DU1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1957
 DU1957.The geoid height was determined by GEOID03.
 DU1957
 DU1957;                    North         East     Units Scale Factor Converg.
 DU1957;SPC AZ E     -   241,624.453   212,257.722   MT  0.99990001   -0 00 23.3
 DU1957;SPC AZ E     -   792,731.15    696,383.60   iFT  0.99990001   -0 00 23.3
 DU1957;UTM  12      - 3,671,454.323   576,587.889   MT  0.99967232   +0 26 58.6
 DU1957
 DU1957                          SUPERSEDED SURVEY CONTROL
 DU1957
 DU1957  NAD 83(1986)-  33 10 45.13120(N)    110 10 42.55252(W) AD(       ) 4
 DU1957  NAD 27      -  33 10 44.92400(N)    110 10 40.23000(W) AD(       ) 3
 DU1957
 DU1957.Superseded values are not recommended for survey control.
 DU1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1957.See file dsdata.txt to determine how the superseded data were derived.
 DU1957
 DU1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7658871454(NAD 83)
 DU1957_MARKER: 66 = WINDMILL
 DU1957
 DU1957  HISTORY     - Date     Condition        Report By
 DU1957  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1957
 DU1957                          STATION DESCRIPTION
 DU1957
 DU1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DU1957'STATION CALVA IS 343 FEET S OF A WINDMILL WHICH IS JUST SE OF SOME
 DU1957'SMALL BUILDINGS.  IT IS 60 FEET NNE OF THE CENTER OF THE
 DU1957'SOUTHERN PACIFIC CO. RAILROAD TRACK, 10 FEET NNE OF A WIRE
 DU1957'RIGHT-OF-WAY FENCE, 39 FEET SSW OF THE CENTER LINE OF U.S.
 DU1957'HIGHWAY 70 OPPOSITE THE SIGN ARIZONA U.S. 70, AND 6 FEET N OF A
 DU1957'4 INCH SQUARE WHITE WITNESS POST.  STATION MARK IS A BRONZE
 DU1957'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DU1957'INCHES ABOVE THE GROUND AND IS STAMPED CALVA 1945.
 DU1957'
 DU1957'A METAL WINDMILL IS LOCATED 343 FEET N OF STATION CALVA AND 40 FEET
 DU1957'NNE OF A RIGHT-OF-WAY FENCE.  IT IS 32 FEET HIGH AND HAS ABOUT
 DU1957'A 6-FOOT WHEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1533 ***********************************************************************
 DA1533  DESIGNATION -  CAM
 DA1533  PID         -  DA1533
 DA1533  STATE/COUNTY-  AZ/PIMA
 DA1533  USGS QUAD   -  AJO SOUTH (1990)
 DA1533
 DA1533                         *CURRENT SURVEY CONTROL
 DA1533  ___________________________________________________________________
 DA1533* NAD 83(1992)-  32 19 23.29491(N)    112 46 18.21238(W)     ADJUSTED  
 DA1533* NAVD 88     -       503.9    (meters)    1653.     (feet)  VERTCON   
 DA1533  ___________________________________________________________________
 DA1533  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DA1533  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA1533
 DA1533  HORZ ORDER  -  SECOND
 DA1533
 DA1533.The horizontal coordinates were established by classical geodetic methods
 DA1533.and adjusted by the National Geodetic Survey in August 1993..
 DA1533
 DA1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1533
 DA1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1533
 DA1533.The geoid height was determined by GEOID03.
 DA1533
 DA1533;                    North         East     Units Scale Factor Converg.
 DA1533;SPC AZ C     -   147,017.253   132,854.203   MT  0.99997990   -0 27 26.0
 DA1533;SPC AZ C     -   482,340.07    435,873.37   iFT  0.99997990   -0 27 26.0
 DA1533;UTM  12      - 3,577,632.926   333,229.150   MT  0.99994298   -0 56 51.2
 DA1533
 DA1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1533!SPC AZ C     -   0.99992585  x   0.99997990  =   0.99990575
 DA1533!UTM  12      -   0.99992585  x   0.99994298  =   0.99986883
 DA1533
 DA1533|---------------------------------------------------------------------|
 DA1533| PID    Reference Object                     Distance      Geod. Az  |
 DA1533|                                                           dddmmss.s |
 DA1533| CH4920 CAM RM 1                             11.539 METERS 14114     |
 DA1533| DA1534 DARBY                               APPROX. 5.6 KM 3053911.2 |
 DA1533| CH4921 CAM RM 2                             11.592 METERS 32239     |
 DA1533|---------------------------------------------------------------------|
 DA1533
 DA1533                          SUPERSEDED SURVEY CONTROL
 DA1533
 DA1533  NAD 83(1986)-  32 19 23.28345(N)    112 46 18.21773(W) AD(       ) 2
 DA1533  NAD 27      -  32 19 23.06628(N)    112 46 15.67985(W) AD(       ) 2
 DA1533  NGVD 29 (07/19/86)  503.2    (m)         1651.     (f) VERT ANG       
 DA1533
 DA1533.Superseded values are not recommended for survey control.
 DA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1533.See file dsdata.txt to determine how the superseded data were derived.
 DA1533
 DA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3322977633(NAD 83)
 DA1533_MARKER: DD = SURVEY DISK
 DA1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1533+STABILITY: SURFACE MOTION
 DA1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1533+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1533
 DA1533  HISTORY     - Date     Condition        Report By
 DA1533  HISTORY     - 1977     MONUMENTED       AZDT
 DA1533  HISTORY     - 20060220 GOOD             USPSQD
 DA1533
 DA1533                          STATION DESCRIPTION
 DA1533
 DA1533'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1533'THE STATION IS ABOUT 6.5 MILES EAST-SOUTHEAST OF AJO ALONG THE
 DA1533'EAST R/W OF ARIZONA HWY. 85-86.
 DA1533'
 DA1533'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAM 1977 AND
 DA1533'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH A WITNESS
 DA1533'POST AND SIGN 2.6 FEET TO THE EAST NORTHEAST.  THE STATION IS 64
 DA1533'FEET NORTHEAST OF HWY. CENTERLINE AND INSIDE THE R/W FENCELINE.
 DA1533'
 DA1533'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAM RM 2
 DA1533'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 64 FEET
 DA1533'EAST OF HWY. CENTERLINE.
 DA1533'
 DA1533'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAM RM 1
 DA1533'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 61 FEET
 DA1533'EAST OF HWY. CENTERLINE.
 DA1533'
 DA1533'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTHEAST ON
 DA1533'ARIZONA HWY. 85-86 TO MILE POST 48.65 AND THE STATION ON THE LEFT
 DA1533'INSIDE THE R/W FENCELINE.
 DA1533'
 DA1533'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1533
 DA1533                          STATION RECOVERY (2006)
 DA1533
 DA1533'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2217 ***********************************************************************
 DU2217  DESIGNATION -  CAMELS BACK
 DU2217  PID         -  DU2217
 DU2217  STATE/COUNTY-  AZ/MARICOPA
 DU2217  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2217
 DU2217                         *CURRENT SURVEY CONTROL
 DU2217  ___________________________________________________________________
 DU2217* NAD 83(1992)-  33 30 53.02626(N)    111 57 41.75788(W)     ADJUSTED  
 DU2217* NAVD 88     -       825.3    (meters)    2708.     (feet)  VERTCON   
 DU2217  ___________________________________________________________________
 DU2217  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2217  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2217
 DU2217  HORZ ORDER  -  FIRST
 DU2217
 DU2217.The horizontal coordinates were established by classical geodetic methods
 DU2217.and adjusted by the National Geodetic Survey in August 1993..
 DU2217
 DU2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2217
 DU2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2217
 DU2217.The geoid height was determined by GEOID03.
 DU2217
 DU2217;                    North         East     Units Scale Factor Converg.
 DU2217;SPC AZ C     -   278,834.898   209,185.860   MT  0.99990021   -0 01 29.3
 DU2217;SPC AZ C     -   914,812.66    686,305.31   iFT  0.99990021   -0 01 29.3
 DU2217;UTM  12      - 3,708,766.079   410,694.959   MT  0.99969832   -0 31 51.5
 DU2217
 DU2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2217!SPC AZ C     -   0.99987510  x   0.99990021  =   0.99977533
 DU2217!UTM  12      -   0.99987510  x   0.99969832  =   0.99957346
 DU2217
 DU2217:                Primary Azimuth Mark                     Grid Az
 DU2217:SPC AZ C     -  CAMELS BACK AZ MK                        090 06 02.8
 DU2217:UTM  12      -  CAMELS BACK AZ MK                        090 36 25.0
 DU2217
 DU2217|---------------------------------------------------------------------|
 DU2217| PID    Reference Object                     Distance      Geod. Az  |
 DU2217|                                                           dddmmss.s |
 DU2217| CH4922 CAMELS BACK AZ MK                                  0900433.5 |
 DU2217| CH4925 CAMELS BACK RM 3                     10.118 METERS 15754     |
 DU2217| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 7.2 KM 1670324.4 |
 DU2217| CH4923 CAMELS BACK RM 1                     14.462 METERS 21244     |
 DU2217| CH4924 CAMELS BACK RM 2                      6.011 METERS 34012     |
 DU2217|---------------------------------------------------------------------|
 DU2217
 DU2217                          SUPERSEDED SURVEY CONTROL
 DU2217
 DU2217  NAD 83(1986)-  33 30 53.02096(N)    111 57 41.76268(W) AD(       ) 1
 DU2217  NAD 27      -  33 30 52.86500(N)    111 57 39.23900(W) AD(       ) 1
 DU2217  NGVD 29 (07/19/86)  824.7    (m)         2706.     (f) VERT ANG       
 DU2217
 DU2217.Superseded values are not recommended for survey control.
 DU2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2217.See file dsdata.txt to determine how the superseded data were derived.
 DU2217
 DU2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069508766(NAD 83)
 DU2217_MARKER: DS = TRIANGULATION STATION DISK
 DU2217_SETTING: 80 = SET IN A BOULDER
 DU2217_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2217
 DU2217  HISTORY     - Date     Condition        Report By
 DU2217  HISTORY     - 1935     MONUMENTED       CGS
 DU2217  HISTORY     - 1942     MARK NOT FOUND   CGS
 DU2217  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DU2217
 DU2217                          STATION DESCRIPTION
 DU2217
 DU2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2217'ABOUT 10 MILES NORTHEAST OF PHOENIX, ON THE WEST END AND
 DU2217'HIGHEST POINT OF A PROMINENT MOUNTAIN KNOWN LOCALLY AS CAMELS
 DU2217'BACK.  MARKED BY A STANDARD BRONZE DISK.
 DU2217'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2217'IS 14.462 METERS (47.45 FEET) FROM STATION
 DU2217'S 32 DEG 44 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2217'REFERENCE DISK, IS 6.011 METERS (19.72 FEET) FROM
 DU2217'STATION N 19 DEG 48 MIN W.  REFERENCE MARK NO. 3,
 DU2217'A STANDARD BRONZE REFERENCE DISK, IS 10.118 METERS
 DU2217'(33.20 FEET) FROM STATION S 22 DEG 06 MIN E.  THE
 DU2217'AZIMUTH MARK, A STANDARD BRONZE DISK, IS AT THE ENTRANCE TO
 DU2217'DR. HOLMES PROPERTY, ON THE TOP OF A 4-FOOT STONE POST, ON
 DU2217'THE SOUTH SIDE OF THE ENTRANCE.  IT IS ABOUT 1 MILE FROM
 DU2217'STATION S 89 DEG 55 MIN E.
 DU2217
 DU2217                          STATION RECOVERY (1942)
 DU2217
 DU2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DU2217'THE STATION WAS NOT FOUND NOR WERE REFERENCE MARKS NO. 1 AND
 DU2217'NO. 3.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION AS
 DU2217'ALSO WAS THE AZIMUTH MARK.  THE STATION WAS SEARCHED FOR IN
 DU2217'ITS APPROXIMATE LOCATION BUT WASNT FOUND.
 DU2217
 DU2217                          STATION RECOVERY (1947)
 DU2217
 DU2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2217'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK HAVE BEEN
 DU2217'COMPLETELY DESTROYED.  TRIANGULATION STATION CAMELS BACK 2
 DU2217'1947 WAS ESTABLISHED IN THE SAME VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2273 ***********************************************************************
 DU2273  DESIGNATION -  CAMELS BACK
 DU2273  PID         -  DU2273
 DU2273  STATE/COUNTY-  AZ/MARICOPA
 DU2273  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2273
 DU2273                         *CURRENT SURVEY CONTROL
 DU2273  ___________________________________________________________________
 DU2273* NAD 83(1992)-  33 30 52.88161(N)    111 57 41.68782(W)     ADJUSTED  
 DU2273* NAVD 88     -       824.7    (meters)    2706.     (feet)  VERTCON   
 DU2273  ___________________________________________________________________
 DU2273  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2273  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2273
 DU2273  HORZ ORDER  -  THIRD
 DU2273
 DU2273.The horizontal coordinates were established by classical geodetic methods
 DU2273.and adjusted by the National Geodetic Survey in August 1993..
 DU2273
 DU2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2273
 DU2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2273
 DU2273.The geoid height was determined by GEOID03.
 DU2273
 DU2273;                    North         East     Units Scale Factor Converg.
 DU2273;SPC AZ C     -   278,830.441   209,187.666   MT  0.99990021   -0 01 29.3
 DU2273;SPC AZ C     -   914,798.03    686,311.24   iFT  0.99990021   -0 01 29.3
 DU2273;UTM  12      - 3,708,761.607   410,696.725   MT  0.99969832   -0 31 51.5
 DU2273
 DU2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2273!SPC AZ C     -   0.99987520  x   0.99990021  =   0.99977542
 DU2273!UTM  12      -   0.99987520  x   0.99969832  =   0.99957356
 DU2273
 DU2273                          SUPERSEDED SURVEY CONTROL
 DU2273
 DU2273  NAD 83(1986)-  33 30 52.87866(N)    111 57 41.69542(W) AD(       ) 3
 DU2273  NGVD 29 (04/26/91)  824.1    (m)         2704.     (f) VERT ANG       
 DU2273
 DU2273.Superseded values are not recommended for survey control.
 DU2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2273.See file dsdata.txt to determine how the superseded data were derived.
 DU2273
 DU2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069708762(NAD 83)
 DU2273_MARKER: DD = SURVEY DISK
 DU2273_SETTING: 66 = SET IN ROCK OUTCROP
 DU2273_SP_SET: SET IN BEDROCK
 DU2273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2273+STABILITY: POSITION/ELEVATION WELL
 DU2273
 DU2273  HISTORY     - Date     Condition        Report By
 DU2273  HISTORY     - 1899     MONUMENTED       USGS
 DU2273
 DU2273                          STATION DESCRIPTION
 DU2273
 DU2273'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2273'LOCATED ABOUT 10 MI NE. OF PHOENIX STATION.  NEAR SE. COR SEC 7,
 DU2273'T2N R3E, ON HIGHEST POINT OF SCRAGGY MTN. KNOWN AS CAMELS BACK.
 DU2273'
 DU2273'TO REACH NOT GIVEN.
 DU2273'
 DU2273'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DU2273'ROCK UNDER 8 FT HIGH MOUND OF STONE.
 DU2273'
 DU2273'RM 1--CROSS CUT IN STONE.
 DU2273'
 DU2273'RM 2--CROSS CUT IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2216 ***********************************************************************
 DU2216  DESIGNATION -  CAMELS BACK 2
 DU2216  PID         -  DU2216
 DU2216  STATE/COUNTY-  AZ/MARICOPA
 DU2216  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2216
 DU2216                         *CURRENT SURVEY CONTROL
 DU2216  ___________________________________________________________________
 DU2216* NAD 83(1992)-  33 30 53.00585(N)    111 57 41.77516(W)     ADJUSTED  
 DU2216* NAVD 88     -       824.9    (meters)    2706.     (feet)  VERTCON   
 DU2216  ___________________________________________________________________
 DU2216  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2216  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2216
 DU2216  HORZ ORDER  -  FIRST
 DU2216
 DU2216.The horizontal coordinates were established by classical geodetic methods
 DU2216.and adjusted by the National Geodetic Survey in August 1993..
 DU2216
 DU2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2216
 DU2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2216
 DU2216.The geoid height was determined by GEOID03.
 DU2216
 DU2216;                    North         East     Units Scale Factor Converg.
 DU2216;SPC AZ C     -   278,834.270   209,185.413   MT  0.99990021   -0 01 29.3
 DU2216;SPC AZ C     -   914,810.60    686,303.85   iFT  0.99990021   -0 01 29.3
 DU2216;UTM  12      - 3,708,765.454   410,694.507   MT  0.99969832   -0 31 51.6
 DU2216
 DU2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2216!SPC AZ C     -   0.99987517  x   0.99990021  =   0.99977539
 DU2216!UTM  12      -   0.99987517  x   0.99969832  =   0.99957352
 DU2216
 DU2216:                Primary Azimuth Mark                     Grid Az
 DU2216:SPC AZ C     -  THUNDERBIRD APT CONTROL TWR              019 36 41.5
 DU2216:UTM  12      -  THUNDERBIRD APT CONTROL TWR              020 07 03.8
 DU2216
 DU2216|---------------------------------------------------------------------|
 DU2216| PID    Reference Object                     Distance      Geod. Az  |
 DU2216|                                                           dddmmss.s |
 DU2216| DU2212 THUNDERBIRD APT CONTROL TWR         APPROX.11.4 KM 0193512.2 |
 DU2216| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX.10.1 KM 2094408.0 |
 DU2216| CH4928 CAMELS BACK 2 RM 1                    9.830 METERS 21133     |
 DU2216| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX.14.6 KM 2393726.4 |
 DU2216| CH4927 CAMELS BACK 2 AZ MK RESET                          2593803.7 |
 DU2216| CH4926 CAMELS BACK 2 AZ MK                                2600342.8 |
 DU2216| CH4929 CAMELS BACK 2 RM 2                    6.446 METERS 34541     |
 DU2216|---------------------------------------------------------------------|
 DU2216
 DU2216                          SUPERSEDED SURVEY CONTROL
 DU2216
 DU2216  NAD 83(1986)-  33 30 53.00050(N)    111 57 41.78027(W) AD(       ) 1
 DU2216  NAD 27      -  33 30 52.84700(N)    111 57 39.25480(W) AD(       ) 1
 DU2216  NGVD 29 (07/19/86)  824.3    (m)         2704.     (f) VERT ANG       
 DU2216
 DU2216.Superseded values are not recommended for survey control.
 DU2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2216.See file dsdata.txt to determine how the superseded data were derived.
 DU2216
 DU2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069508765(NAD 83)
 DU2216_MARKER: DS = TRIANGULATION STATION DISK
 DU2216_SETTING: 66 = SET IN ROCK OUTCROP
 DU2216
 DU2216  HISTORY     - Date     Condition        Report By
 DU2216  HISTORY     - 1947     MONUMENTED       CGS
 DU2216  HISTORY     - 1955     GOOD             AMS
 DU2216  HISTORY     - 1959     GOOD             CGS
 DU2216  HISTORY     - 1963     GOOD             CGS
 DU2216  HISTORY     - 1971     GOOD             USE
 DU2216  HISTORY     - 1973     GOOD             NGS
 DU2216
 DU2216                          STATION DESCRIPTION
 DU2216
 DU2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2216'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE NORTHEAST OF
 DU2216'PHOENIX, ON THE WEST END AND HIGHEST POINT OF A PROMINENT
 DU2216'MOUNTAIN KNOWN LOCALLY AS CAMELS BACK.  20 FEET SOUTHWEST OF
 DU2216'THE NORTH BRIM.  APPROXIMATELY 3 INCHES BELOW THE SURFACE
 DU2216'AND IS STAMPED--CAMELS BACK 2 1947.
 DU2216'
 DU2216'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DU2216'FLUSH WITH THE GROUND SURFACE AND STAMPED--CAMELS BACK 2
 DU2216'NO 1 1947.
 DU2216'
 DU2216'REFERENCE MARK NO. 2 IS APPROXIMATELY 30 INCHES HIGHER THAN
 DU2216'THE STATION, 5 FEET SOUTHWEST OF NORTH BRIM, PROJECTS 18
 DU2216'INCHES AND IS STAMPED--CAMELS BACK 2 NO 2 1947.
 DU2216'
 DU2216'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST WINGWALL OF THE
 DU2216'EAST ABUTMENT OF A CONCRETE BRIDGE ACROSS THE ARIZONA CANAL
 DU2216'ON THE CAMEL BACK ROAD, FLUSH WITH THE GROND SURFACE AND IS
 DU2216'STAMPED--CAMELS BACK 2 1947.
 DU2216'
 DU2216'TO REACH FROM THE JUNCTION OF 7TH STREET NORTH, AND EAST VAN
 DU2216'BUREN STREET AT THE UNION HIGH SCHOOL BUILDING, WHICH IS ON
 DU2216'U.S. HIGHWAYS 60, 70, 80, AND 89 IN PHOENIX.  GO NORTH ON
 DU2216'7TH STREET FOR 4.0 MILES TO CROSS STREETS (CAMEL BACK ROAD).
 DU2216'TURN RIGHT, EAST, FOR 4.1 MILES TO A BRIDGE OVER THE ARIZONA
 DU2216'CANAL AND AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE EAST FOR
 DU2216'0.9 MILE TO A ROAD LEFT.  TURN LEFT, NORTH, AND GO 0.3 MILE
 DU2216'TO CROSSROAD.  THIS IS THE THIRD ROAD RIGHT AFTER LEAVING
 DU2216'CAMEL BACK ROAD.  TURN RIGHT, EAST, AND GO 0.3 MILE TO A ROAD
 DU2216'LEFT.  TURN LEFT AND FOLLOW ROAD FOR 0.5 MILE TO AN OPEN
 DU2216'AREA ON THE SLOPE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK
 DU2216'NORTHEAST OVER SADDLE THEN PICK WAY THROUGH LARGE
 DU2216'BOULDER AREA TO THE HIGHEST POINT AND STATION SITE AS
 DU2216'DESCRIBED ABOVE.  A ONE-HOUR PACK.
 DU2216
 DU2216                          STATION RECOVERY (1955)
 DU2216
 DU2216'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DU2216'STATION RECOVERED AS DESCRIBED.
 DU2216'
 DU2216'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED, IN GOOD
 DU2216'CONDITION.
 DU2216'
 DU2216'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A LARGE
 DU2216'NEON SIGN HAS BEEN ERECTED ON THE AZIMUTH LINE.  A SIGNAL
 DU2216'APPROXIMATELY 10 FEET HIGH ON THE AZIMUTH MARK WILL CLEAR
 DU2216'TRIPOD HEIGHT ON THE STATION.
 DU2216'
 DU2216'THE STATION IS SET IN THE TALLEST POINT OF CAMELS BACK PEAK,
 DU2216'3 INCHES BELOW THE SURFACE.
 DU2216
 DU2216                          STATION RECOVERY (1959)
 DU2216
 DU2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DU2216'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DU2216'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 DU2216'FOR BUT NOT FOUND.  IT IS BELIEVED THAT IT WAS DESTROYED WHEN
 DU2216'A NEW BRIDGE WAS CONSTRUCTED ACROSS THE ARIZONA CANAL IN
 DU2216'PHOENIX.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A DESCRIPTION
 DU2216'OF THE AZIMUTH MARK AND A NEW TO REACH FOR THE AZIMUTH MARK
 DU2216'AND THE STATION FOLLOWS--
 DU2216'
 DU2216'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 DU2216'NORTH AND CAMELBACK ROAD, GO EAST ON CAMELBACK ROAD FOR 4.4
 DU2216'MILES TO A BRIDGE OVER THE ARIZONA CANAL AND THE AZIMUTH MARK
 DU2216'ON THE RIGHT, SOUTH.  CONTINUE EAST ON CAMELBACK ROAD 3.1
 DU2216'MILES TO INVERGORDON ROAD, TURN LEFT AND GO NORTH ON INVERGORDON
 DU2216'ROAD FOR 0.7 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO WEST AS
 DU2216'PER SIGN SKY ISLAND MT. ESTATES, FOLLOWING A GRAVELED ROAD UP
 DU2216'GRADE FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST
 DU2216'UP THE MOUNTAIN TRAIL TO THE HIGHEST PEAK AND THE STATION.
 DU2216'THE TRAIL IS IN GOOD CONDITION AND USED BY SIGHT SEERS.  IT
 DU2216'IS AN HOUR PACK WITH A LOAD.
 DU2216'
 DU2216'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMELS BACK 2
 DU2216'1947 RESET 1959, CEMENTED IN A DRILL HOLE IN THE EAST END OF
 DU2216'THE SOUTH GUARD RAIL OF THE BRIDGE OVER THE ARIZONA CANAL.
 DU2216
 DU2216                          STATION RECOVERY (1963)
 DU2216
 DU2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2216'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION AND
 DU2216'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 DU2216'DIFFERENCE WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND
 DU2216'REFERENCE MARK 1, THE DIRECTION TO REFERENCE MARK 2 WAS
 DU2216'CHECKED.  THE DISTANCE TO BOTH REFERENCE MARKS WERE CHECKED.
 DU2216'
 DU2216'THE 1947 DESCRIPTION AND TO REACH THE STATION AND AZIMUTH MARK
 DU2216'IS ADEQUATE.
 DU2216
 DU2216                          STATION RECOVERY (1971)
 DU2216
 DU2216'RECOVERY NOTE BY US ENGINEERS 1971 (RSY)
 DU2216'FOUND R.M. 2 ONLY--BATTERED, HAMMERED BUT APPARENTLY IN PLACE.
 DU2216'
 DU2216'MADE DILIGENT SEARCH OF ENTIRE TOP OF CAMELBACK MOUNTAIN IN
 DU2216'VICINITY OF LAST DESCRIPTION OF STATION.  FOUND STP. USC AND
 DU2216'GS BRASS DISC. WITH ARROW AND LETTERS STAMPED--LESBACK THE ONLY
 DU2216'READABLE STAMPINGS.  21 FT PLUS OR MINUS S/E OF R.M. FOUND WHAT
 DU2216'APPEARED TO BE MAN MADE HOLE APPROX. .5 FT X .3 FT X .4 FT
 DU2216'WITH EVIDENCE OF EPOXY CEMENT (OR EQUIVALENT) IN HOLE.  FOUND
 DU2216'PIECE OF GUY SPIKE 10 FT PLUS OR MINUS N.E. OF SAID HOLE.
 DU2216'COULD NOT FIND STATION OR R.M. 1 AS DESCRIBED.  TO REACH
 DU2216'DESCRIPTION ADEQUATE.
 DU2216
 DU2216                          STATION RECOVERY (1973)
 DU2216
 DU2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU2216'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2216'MARK HAVE BEEN DESTROYED.  A BRASS STEM PROBABLY THAT OF
 DU2216'REFERENCE MARK 2 WAS FOUND WITH CAP REMOVED.
 DU2216'
 DU2216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DU2216'NORTHEAST OF PHOENIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0149 ***********************************************************************
 CH0149  DESIGNATION -  CAMINO
 CH0149  PID         -  CH0149
 CH0149  STATE/COUNTY-  AZ/PIMA
 CH0149  USGS QUAD   -  KUPK (1988)
 CH0149
 CH0149                         *CURRENT SURVEY CONTROL
 CH0149  ___________________________________________________________________
 CH0149* NAD 83(1992)-  31 56 03.12894(N)    112 12 32.57430(W)     ADJUSTED  
 CH0149* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 CH0149  ___________________________________________________________________
 CH0149  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CH0149  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CH0149
 CH0149  HORZ ORDER  -  SECOND
 CH0149
 CH0149.The horizontal coordinates were established by classical geodetic methods
 CH0149.and adjusted by the National Geodetic Survey in August 1993..
 CH0149
 CH0149.The orthometric height was scaled from a topographic map.
 CH0149
 CH0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0149
 CH0149.The geoid height was determined by GEOID03.
 CH0149
 CH0149;                    North         East     Units Scale Factor Converg.
 CH0149;SPC AZ C     -   103,609.024   185,714.930   MT  0.99990942   -0 09 16.8
 CH0149;SPC AZ C     -   339,924.62    609,300.95   iFT  0.99990942   -0 09 16.8
 CH0149;UTM  12      - 3,533,780.448   385,713.671   MT  0.99976108   -0 38 22.5
 CH0149
 CH0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0149!SPC AZ C     -   0.99991687  x   0.99990942  =   0.99982630
 CH0149!UTM  12      -   0.99991687  x   0.99976108  =   0.99967797
 CH0149
 CH0149|---------------------------------------------------------------------|
 CH0149| PID    Reference Object                     Distance      Geod. Az  |
 CH0149|                                                           dddmmss.s |
 CH0149| CH4930 CAMINO RM 1                          19.105 METERS 03909     |
 CH0149| CH4931 CAMINO RM 2                          19.460 METERS 13300     |
 CH0149| CH0160 KOPEKA                              APPROX. 7.7 KM 2575804.8 |
 CH0149|---------------------------------------------------------------------|
 CH0149
 CH0149                          SUPERSEDED SURVEY CONTROL
 CH0149
 CH0149  NAD 83(1986)-  31 56 03.12118(N)    112 12 32.57490(W) AD(       ) 2
 CH0149  NAD 27      -  31 56 02.85100(N)    112 12 30.09900(W) AD(       ) 2
 CH0149
 CH0149.Superseded values are not recommended for survey control.
 CH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0149.See file dsdata.txt to determine how the superseded data were derived.
 CH0149
 CH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA8571433780(NAD 83)
 CH0149_MARKER: DS = TRIANGULATION STATION DISK
 CH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0149
 CH0149  HISTORY     - Date     Condition        Report By
 CH0149  HISTORY     - 1935     MONUMENTED       CGS
 CH0149
 CH0149                          STATION DESCRIPTION
 CH0149
 CH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0149'ALONG THE POORLY GRADED ROAD BETWEEN BIG FIELDS AND PISINEMO,
 CH0149'AND 0.2 MILE NORTH FROM THE SMALL INDIAN VILLAGE OF KOPA
 CH0149'(ON THE PAPAGO INDIAN RESERVATION), AT THE CROSS ROAD INTERSECTION
 CH0149'AND ABOUT 10 PACES EAST OF THE RESPECTIVE CENTERLINES OF THE
 CH0149'INTERSECTING ROADS.  MARKED BY STANDARD BRONZE DISKS.
 CH0149'REFERENCE MARK NO. 1, A STANDARD
 CH0149'BRONZE REFERENCE DISK, IS 19.105 METERS (62.68 FEET)
 CH0149'FROM STATION N 39 DEG 09 MIN E. REFERENCE MARK NO.
 CH0149'2, A STANDARD BRONZE REFERENCE DISK, IS 19.460
 CH0149'METERS (63.85 FEET) FROM STATION S 47 DEG 00 MIN E.
 CH0149'NO AZIMUTH MARK WAS ESTABLISHED.  OTHER STATIONS ARE
 CH0149'VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0330 ***********************************************************************
 CZ0330  DESIGNATION -  CAMINO ADELANTE STA 1741+00
 CZ0330  PID         -  CZ0330
 CZ0330  STATE/COUNTY-  AZ/PINAL
 CZ0330  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0330
 CZ0330                         *CURRENT SURVEY CONTROL
 CZ0330  ___________________________________________________________________
 CZ0330* NAD 83(1986)-  32 42 45.     (N)    111 29 38.     (W)     SCALED    
 CZ0330* NAVD 88     -       492.919  (meters)    1617.19   (feet)  ADJUSTED  
 CZ0330  ___________________________________________________________________
 CZ0330  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0330  DYNAMIC HT  -         492.291 (meters)    1615.12  (feet)  COMP
 CZ0330  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 CZ0330  OBS GRAVITY -     979,350.5   (mgal)                       GRAV_OBS
 CZ0330
 CZ0330  VERT ORDER  -  FIRST     CLASS II
 CZ0330
 CZ0330.The horizontal coordinates were scaled from a topographic map and have
 CZ0330.an estimated accuracy of +/- 6 seconds.
 CZ0330
 CZ0330.The orthometric height was determined by differential leveling
 CZ0330.and adjusted by the National Geodetic Survey in November 1993..
 CZ0330
 CZ0330.The geoid height was determined by GEOID03.
 CZ0330
 CZ0330.The dynamic height is computed by dividing the NAVD 88
 CZ0330.geopotential number by the normal gravity value computed on the
 CZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0330.degrees latitude (g = 980.6199 gals.).
 CZ0330
 CZ0330.The modeled gravity was interpolated from observed gravity values.
 CZ0330.The observed gravity was obtained from relative gravimeter ties
 CZ0330.to the IGSN71 gravity network.
 CZ0330
 CZ0330;                    North         East    Units  Estimated Accuracy
 CZ0330;SPC AZ C     -   189,950.      252,990.      MT  (+/- 180 meters Scaled)
 CZ0330
 CZ0330                          SUPERSEDED SURVEY CONTROL
 CZ0330
 CZ0330  NAVD 88 (06/15/91)  493.171  (m)         1618.01   (f) UNKNOWN     1 2
 CZ0330  NGVD 29 (??/??/92)  493.196  (m)         1618.09   (f) ADJ UNCH    1 2
 CZ0330
 CZ0330.Superseded values are not recommended for survey control.
 CZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0330.See file dsdata.txt to determine how the superseded data were derived.
 CZ0330
 CZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB537195(NAD 83)
 CZ0330_MARKER: DD = SURVEY DISK
 CZ0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0330_SP_SET: HEADWALL
 CZ0330_STAMPING: 1741+00 1931
 CZ0330_MARK LOGO: AZHD  
 CZ0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0330+STABILITY: SURFACE MOTION
 CZ0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0330+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 CZ0330
 CZ0330  HISTORY     - Date     Condition        Report By
 CZ0330  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0330  HISTORY     - 1967     GOOD             NGS
 CZ0330  HISTORY     - 1968     GOOD             NGS
 CZ0330  HISTORY     - 1980     GOOD             NGS
 CZ0330  HISTORY     - 1984     GOOD             NGS
 CZ0330  HISTORY     - 19911205 GOOD             NGS
 CZ0330  HISTORY     - 20050505 GOOD             NGS
 CZ0330
 CZ0330                          STATION DESCRIPTION
 CZ0330
 CZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0330'0.35 MI SE FROM PICACHO.
 CZ0330'ABOUT 0.35 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0330'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 0.3 MILE SOUTHEAST
 CZ0330'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ0330'23, T 8 S, R 8 E, 63 YARDS SOUTH OF RAILROAD BRIDGE NUMBER 937.73, 15
 CZ0330'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 CZ0330'TOP OF THE SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 12-FOOT CONCRETE
 CZ0330'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 CZ0330'THE HIGHWAY.
 CZ0330
 CZ0330                          STATION RECOVERY (1968)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0330'RECOVERED IN GOOD CONDITION.
 CZ0330
 CZ0330                          STATION RECOVERY (1980)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0330'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0330'30.4 KILOMETERS (18.9 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0330'RAILROAD FROM THE STATION AT CASA GRANDE, 0.5 KILOMETER (0.3 MILE)
 CZ0330'SOUTHEAST OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD
 CZ0330'IN PICACHO, SET IN THE TOP CENTER OF THE SOUTHWEST HEADWALL OF A
 CZ0330'DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY 84, 4.5 METERS (15 FEET)
 CZ0330'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY AND 57.6 METERS
 CZ0330'(189 FEET) SOUTH OF THE SOUTH CORNER OF RAILROAD BRIDGE 937.73.
 CZ0330
 CZ0330                          STATION RECOVERY (1984)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0330'RECOVERED IN GOOD CONDITION.
 CZ0330
 CZ0330                          STATION RECOVERY (1991)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0330'0.4 KM (0.25 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0330'POST OFFICE IN PICACHO, IN TOP OF AND 2.2 M (7.2 FT) SOUTHEAST OF THE
 CZ0330'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 4.4 M
 CZ0330'(14.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE
 CZ0330'THE LEVEL OF THE HIGHWAY.
 CZ0330
 CZ0330                          STATION RECOVERY (2005)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CZ0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0329 ***********************************************************************
 CZ0329  DESIGNATION -  CAMINO ADELANTE STA 1723+60
 CZ0329  PID         -  CZ0329
 CZ0329  STATE/COUNTY-  AZ/PINAL
 CZ0329  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0329
 CZ0329                         *CURRENT SURVEY CONTROL
 CZ0329  ___________________________________________________________________
 CZ0329* NAD 83(1986)-  32 42 51.     (N)    111 29 56.     (W)     SCALED    
 CZ0329* NAVD 88     -       491.205  (meters)    1611.56   (feet)  ADJUSTED  
 CZ0329  ___________________________________________________________________
 CZ0329  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0329  DYNAMIC HT  -         490.580 (meters)    1609.51  (feet)  COMP
 CZ0329  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 CZ0329  OBS GRAVITY -     979,351.0   (mgal)                       GRAV_OBS
 CZ0329
 CZ0329  VERT ORDER  -  FIRST     CLASS II
 CZ0329
 CZ0329.The horizontal coordinates were scaled from a topographic map and have
 CZ0329.an estimated accuracy of +/- 6 seconds.
 CZ0329
 CZ0329.The orthometric height was determined by differential leveling
 CZ0329.and adjusted by the National Geodetic Survey in November 1993..
 CZ0329
 CZ0329.The geoid height was determined by GEOID03.
 CZ0329
 CZ0329.The dynamic height is computed by dividing the NAVD 88
 CZ0329.geopotential number by the normal gravity value computed on the
 CZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0329.degrees latitude (g = 980.6199 gals.).
 CZ0329
 CZ0329.The modeled gravity was interpolated from observed gravity values.
 CZ0329.The observed gravity was obtained from relative gravimeter ties
 CZ0329.to the IGSN71 gravity network.
 CZ0329
 CZ0329;                    North         East    Units  Estimated Accuracy
 CZ0329;SPC AZ C     -   190,130.      252,520.      MT  (+/- 180 meters Scaled)
 CZ0329
 CZ0329                          SUPERSEDED SURVEY CONTROL
 CZ0329
 CZ0329  NAVD 88 (06/15/91)  491.471  (m)         1612.43   (f) UNKNOWN     1 2
 CZ0329  NGVD 29 (??/??/92)  491.521  (m)         1612.60   (f) ADJ UNCH    1 2
 CZ0329
 CZ0329.Superseded values are not recommended for survey control.
 CZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0329.See file dsdata.txt to determine how the superseded data were derived.
 CZ0329
 CZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532197(NAD 83)
 CZ0329_MARKER: DD = SURVEY DISK
 CZ0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0329_SP_SET: HEADWALL
 CZ0329_STAMPING: 1723+60 1931
 CZ0329_MARK LOGO: AZHD  
 CZ0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0329+STABILITY: SURFACE MOTION
 CZ0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0329+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0329
 CZ0329  HISTORY     - Date     Condition        Report By
 CZ0329  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0329  HISTORY     - 1967     GOOD             NGS
 CZ0329  HISTORY     - 1975     GOOD             AZDT
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 19911205 GOOD             NGS
 CZ0329
 CZ0329                          STATION DESCRIPTION
 CZ0329
 CZ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0329'0.2 MI SW FROM PICACHO.
 CZ0329'ABOUT 0.2 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0329'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 134 YARDS WEST
 CZ0329'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ0329'22, T 8 S, R 8 E, 98 YARDS WEST OF THE CENTER OF THE JUNCTION OF STATE
 CZ0329'HIGHWAY 84 AND PICACHO HIGHWAY WHICH LEADS SOUTH UNDER INTERSTATE
 CZ0329'HIGHWAY 10, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AN
 CZ0329'ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE CENTER OF THE TOP OF THE
 CZ0329'SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 12-FOOT CONCRETE BOX
 CZ0329'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 CZ0329'HIGHWAY.
 CZ0329
 CZ0329                          STATION RECOVERY (1975)
 CZ0329
 CZ0329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0329'FROM THE MOST EASTERLY OF THE PICACHO ACCESS UNDERPASS, NORTH ON THE
 CZ0329'UNDERPASS ROAD FOR ABOUT 0.1 MILES TO A T JUNCTION.  LEFT, WEST FOR
 CZ0329'ABOUT 150 FT. AND TO THE STATION ON THE LEFT.  ABOUT 15 FT. SOUTH OF
 CZ0329'THE ROAD CENTERLINE.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A
 CZ0329'12 FT. CULVERT HEADWALL.  I-10.  MP. 212.1.  L. 300 FT.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1991)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0329'0.1 KM (0.05 MI) NORTHWESTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0329'POST OFFICE IN PICACHO, IN TOP OF AND 2.2 M (7.2 FT) SOUTHEAST OF THE
 CZ0329'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 89.0 M
 CZ0329'(292.0 FT) NORTHWEST OF THE CENTERLINE OF PICACHO BOULEVARD
 CZ0329'(INTERSTATE HIGHWAY 10 EXIT 212), 4.4 M (14.4 FT) SOUTHWEST OF THE
 CZ0329'ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1056 ***********************************************************************
 CZ1056  DESIGNATION -  CAMINO ADELANTE STA 1691+79
 CZ1056  PID         -  CZ1056
 CZ1056  STATE/COUNTY-  AZ/PINAL
 CZ1056  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1056
 CZ1056                         *CURRENT SURVEY CONTROL
 CZ1056  ___________________________________________________________________
 CZ1056* NAD 83(1986)-  32 43 10.     (N)    111 30 26.     (W)     SCALED    
 CZ1056* NAVD 88     -       488.531  (meters)    1602.79   (feet)  ADJUSTED  
 CZ1056  ___________________________________________________________________
 CZ1056  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1056  DYNAMIC HT  -         487.909 (meters)    1600.75  (feet)  COMP
 CZ1056  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 CZ1056  OBS GRAVITY -     979,351.7   (mgal)                       GRAV_OBS
 CZ1056
 CZ1056  VERT ORDER  -  FIRST     CLASS II
 CZ1056
 CZ1056.The horizontal coordinates were scaled from a topographic map and have
 CZ1056.an estimated accuracy of +/- 6 seconds.
 CZ1056
 CZ1056.The orthometric height was determined by differential leveling
 CZ1056.and adjusted by the National Geodetic Survey in November 1993..
 CZ1056
 CZ1056.The geoid height was determined by GEOID03.
 CZ1056
 CZ1056.The dynamic height is computed by dividing the NAVD 88
 CZ1056.geopotential number by the normal gravity value computed on the
 CZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1056.degrees latitude (g = 980.6199 gals.).
 CZ1056
 CZ1056.The modeled gravity was interpolated from observed gravity values.
 CZ1056.The observed gravity was obtained from relative gravimeter ties
 CZ1056.to the IGSN71 gravity network.
 CZ1056
 CZ1056;                    North         East    Units  Estimated Accuracy
 CZ1056;SPC AZ C     -   190,720.      251,740.      MT  (+/- 180 meters Scaled)
 CZ1056
 CZ1056                          SUPERSEDED SURVEY CONTROL
 CZ1056
 CZ1056  NAVD 88 (06/15/91)  488.809  (m)         1603.70   (f) UNKNOWN     1 2
 CZ1056  NGVD 29 (??/??/92)  488.916  (m)         1604.05   (f) ADJ UNCH    1 2
 CZ1056
 CZ1056.Superseded values are not recommended for survey control.
 CZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1056.See file dsdata.txt to determine how the superseded data were derived.
 CZ1056
 CZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB524202(NAD 83)
 CZ1056_MARKER: DD = SURVEY DISK
 CZ1056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1056_SP_SET: HEADWALL
 CZ1056_STAMPING: 1691+79 1931
 CZ1056_MARK LOGO: AZHD  
 CZ1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1056+STABILITY: SURFACE MOTION
 CZ1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1056+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1056
 CZ1056  HISTORY     - Date     Condition        Report By
 CZ1056  HISTORY     - 1931     MONUMENTED       AZHD
 CZ1056  HISTORY     - 1960     GOOD             NGS
 CZ1056  HISTORY     - 1967     GOOD             NGS
 CZ1056  HISTORY     - 1975     GOOD             AZDT
 CZ1056  HISTORY     - 1980     GOOD             NGS
 CZ1056  HISTORY     - 1980     GOOD             NGS
 CZ1056  HISTORY     - 1984     GOOD             NGS
 CZ1056  HISTORY     - 19911205 GOOD             NGS
 CZ1056
 CZ1056                          STATION DESCRIPTION
 CZ1056
 CZ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ1056'RECOVERED IN GOOD CONDITION.
 CZ1056
 CZ1056                          STATION RECOVERY (1967)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1056'0.6 MI NW FROM PICACHO.
 CZ1056'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1056'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 0.6 MILE NORTHWEST
 CZ1056'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ1056'22, T 8 S, R 8 E, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ1056'AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE CENTER OF THE TOP OF THE
 CZ1056'SOUTHWEST CONCRETE HEAD WALL OF A 4- X 6-FOOT CONCRETE BOX CULVERT
 CZ1056'UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1975)
 CZ1056
 CZ1056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1056'FROM THE MOST WESTERLY OF THE PICACHO ACCESS UNDERPASSES, NORTH FOR
 CZ1056'0.1 MILE TO A T JUNCTION.  RIGHT, EAST FOR 0.3 MILES AND TO THE
 CZ1056'STATION ON THE RIGHT.  ON A CULVERT HEADWALL ABOUT 15 FT. SOUTH OF THE
 CZ1056'ROAD CENTERLINE.  I-10.  MP. 211.7.  L. 300 FT.  AN AHD BRASS CAP, SET
 CZ1056'ON THE TOP AND CENTER OF A CULVERT HEADWALL.  NOTE-- TAKE OFF POINT IS
 CZ1056'EAST UNDERPASS.
 CZ1056
 CZ1056                          STATION RECOVERY (1980)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1056'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ1056'28.9 KILOMETERS (17.95 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1056'RAILROAD FROM THE STATION AT CASA GRANDE, ALSO 1.05 KILOMETER
 CZ1056'(0.65 MILE) NORTHWEST ALONG OLD STATE HIGHWAY 84 FROM THE INTERSTATE
 CZ1056'HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD IN PICACHO, SET IN THE TOP
 CZ1056'CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2- BY 1.8-METER BOX
 CZ1056'CULVERT UNDER THE OLD HIGHWAY, 4.5 METERS (15 FEET) SOUTHWEST OF
 CZ1056'THE CENTERLINE OF THE OLD HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1980)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1056'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ1056'28.9 KILOMETERS (17.95 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1056'RAILROAD FROM THE STATION AT CASA GRANDE, ALSO 1.05 KILOMETER
 CZ1056'(0.65 MILE) NORTHWEST ALONG OLD STATE HIGHWAY 84 FROM THE INTERSTATE
 CZ1056'HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD IN PICACHO, SET IN THE TOP
 CZ1056'CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2- BY 1.8-METER BOX
 CZ1056'CULVERT UNDER THE OLD HIGHWAY, 4.5 METERS (15 FEET) SOUTHWEST OF
 CZ1056'THE CENTERLINE OF THE OLD HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1984)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1056'RECOVERED IN GOOD CONDITION.
 CZ1056
 CZ1056                          STATION RECOVERY (1991)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1056'1.1 KM (0.70 MI) NORTHWESTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1056'POST OFFICE IN PICACHO, IN TOP OF AND 1.1 M (3.6 FT) SOUTHEAST OF THE
 CZ1056'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 4.4 M
 CZ1056'(14.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE
 CZ1056'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0382 ***********************************************************************
 GQ0382  DESIGNATION -  CAMP
 GQ0382  PID         -  GQ0382
 GQ0382  STATE/COUNTY-  AZ/MOHAVE
 GQ0382  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0382
 GQ0382                         *CURRENT SURVEY CONTROL
 GQ0382  ___________________________________________________________________
 GQ0382* NAD 83(1992)-  36 19 54.38025(N)    113 42 06.54021(W)     ADJUSTED  
 GQ0382* NAVD 88     -      1938.9    (meters)    6361.     (feet)  VERTCON   
 GQ0382  ___________________________________________________________________
 GQ0382  LAPLACE CORR-          12.64  (seconds)                    DEFLEC99
 GQ0382  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 GQ0382
 GQ0382  HORZ ORDER  -  THIRD
 GQ0382
 GQ0382.The horizontal coordinates were established by classical geodetic methods
 GQ0382.and adjusted by the National Geodetic Survey in August 1993..
 GQ0382
 GQ0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0382
 GQ0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0382
 GQ0382.The geoid height was determined by GEOID03.
 GQ0382
 GQ0382;                    North         East     Units Scale Factor Converg.
 GQ0382;SPC AZ W     -   591,344.143   217,685.824   MT  0.99993356   +0 01 42.8
 GQ0382;SPC AZ W     - 1,940,105.46    714,192.34   iFT  0.99993356   +0 01 42.8
 GQ0382;UTM  12      - 4,024,136.943   257,488.710   MT  1.00032468   -1 36 05.4
 GQ0382
 GQ0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0382!SPC AZ W     -   0.99969968  x   0.99993356  =   0.99963326
 GQ0382!UTM  12      -   0.99969968  x   1.00032468  =   1.00002427
 GQ0382
 GQ0382|---------------------------------------------------------------------|
 GQ0382| PID    Reference Object                     Distance      Geod. Az  |
 GQ0382|                                                           dddmmss.s |
 GQ0382| CH2854 CAMP RM 1                            11.109 METERS 00151     |
 GQ0382| CH2853 CAMP AZ MK                                         0151359.6 |
 GQ0382| CH2855 CAMP RM 2                            15.203 METERS 22738     |
 GQ0382|---------------------------------------------------------------------|
 GQ0382
 GQ0382                          SUPERSEDED SURVEY CONTROL
 GQ0382
 GQ0382  NAD 83(1986)-  36 19 54.37363(N)    113 42 06.53823(W) AD(       ) 3
 GQ0382  NAD 27      -  36 19 54.44400(N)    113 42 03.71800(W) AD(       ) 3
 GQ0382  NGVD 29 (07/19/86) 1938.0    (m)         6358.     (f) VERT ANG       
 GQ0382
 GQ0382.Superseded values are not recommended for survey control.
 GQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0382.See file dsdata.txt to determine how the superseded data were derived.
 GQ0382
 GQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5748924137(NAD 83)
 GQ0382_MARKER: DS = TRIANGULATION STATION DISK
 GQ0382_SETTING: 80 = SET IN A BOULDER
 GQ0382_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0382
 GQ0382  HISTORY     - Date     Condition        Report By
 GQ0382  HISTORY     - 1953     MONUMENTED       CGS
 GQ0382
 GQ0382                          STATION DESCRIPTION
 GQ0382
 GQ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0382'THE STATION IS LOCATED ON A ROUND BALD HILL ON THE SOUTH RIM
 GQ0382'OF A HIGH MESA WHICH OVERLOOKS THE GRAND CANYON TO THE SOUTH.
 GQ0382'IT IS 30 MILES SOUTH AND 9 MILES WEST OF WOLF HOLE, ABOUT
 GQ0382'11 MILES SOUTH-SOUTHWEST OF POVERTY MOUNTAIN AND ABOUT 6 MILES
 GQ0382'WEST OF THE MAIN ROAD RUNNING NORTH AND SOUTH.  IT IS 0.7 MILE
 GQ0382'SOUTH OF A BLADED ROAD THAT FOLLOWS THE SOUTH RIM OF THE MESA
 GQ0382'AND IS AT THE END OF A BLADED ROAD AT AN OLD SHEEP CAMP.
 GQ0382'
 GQ0382'TO REACH FROM ST. GEORGE POST OFFICE GO EAST ON PAVED STREET
 GQ0382'FOR 0.7 MILE TO THE NORTHEAST CORNER OF A CEMETERY.  TURN
 GQ0382'RIGHT AND TRAVEL SOUTH AND EAST ON A PAVED ROAD FOR 2.1 MILES
 GQ0382'TO A FORK AT THE SOUTH END OF THE VIRGIN RIVER BRIDGE.  KEEP
 GQ0382'RIGHT FOR 1.4 MILES TO A FORK.  KEEP RIGHT FOR 1.4 MILES TO
 GQ0382'ANOTHER FORK.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0382'SOUTH FOR 23.5 MILES TO WOLF HOLE, A CABIN AND CORRALS ON
 GQ0382'THE RIGHT.  CONTINUE SOUTH FOR 0.5 MILES TO A FORK.  KEEP
 GQ0382'STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.6 MILES TO A FORK.
 GQ0382'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTH AND EAST
 GQ0382'FOR 15.5 MILES TO AN OLD STONE CHIMNEY, CORRALS AND A
 GQ0382'RESERVOIR ON THE RIGHT.  CONTINUE FOR 0.3 MILE TO A FORK.
 GQ0382'TURN RIGHT AND GO 2.3 MILES TO A FORK.  KEEP RIGHT AND FOLLOW
 GQ0382'THE MAIN ROAD FOR 14.2 MILES AROUND THE NORTH SIDE OF
 GQ0382'POVERTY MOUNTAIN TO A SAGE-COVERED DRAW AND AN OLD ROAD
 GQ0382'RIGHT AT A GATE.  TURN RIGHT ON THE OLD ROAD TO THE RIGHT
 GQ0382'OF THE FENCE AND PROCEED WESTERLY UP ALONG A DEEP WASH FOR
 GQ0382'5.7 MILES TO AN OLD CABIN, CORRALS AND RESERVOIR.  TURN
 GQ0382'LEFT ALONG THE LEFT SIDE OF THE CORRALS AND GO 75 YARDS TO
 GQ0382'THE SOUTHEAST CORNER OF THE CORRALS.  TURN RIGHT AND GO WEST ON
 GQ0382'TRACK ROAD UP DRAW FOR 1.4 MILES TO A WASH.  CROSS WASH
 GQ0382'AND CONTINUE FOR 1.3 MILES TO A BLADED T ROAD.  HERE TURN
 GQ0382'RIGHT AND GO 0.9 MILES UP A SLIGHT RISE TO DIM ROAD LEFT AND
 GQ0382'THE AZIMUTH MARK IN THE Y FORMED BY THE TWO ROADS.  TURN
 GQ0382'LEFT ON THE DIM ROAD LEADING DOWNHILL AND THEN UP A STEEP
 GQ0382'RISE FOR 0.7 MILES TO THE STATION.
 GQ0382'
 GQ0382'THE STATION IS A STANDARD DISK STAMPED CAMP 1953.  IT IS
 GQ0382'CEMENTED IN DRILL HOLE IN A BURIED BOULDER WHICH IS FLUSH.
 GQ0382'
 GQ0382'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMP NO 1 1953.
 GQ0382'IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0382'IS FLUSH.
 GQ0382'
 GQ0382'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMP NO 2 1953.
 GQ0382'IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0382'PROJECTS 4 INCHES AND IS 2 FEET LOWER THAN THE STATION.
 GQ0382'
 GQ0382'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMP 1953.  IT IS
 GQ0382'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH IS FLUSH.
 GQ0382'IT IS 200 FEET SOUTH OF THE MAIN BLADED ROAD, 3 FEET EAST
 GQ0382'OF THE DIM TRACK ROAD AND IS MARKED BY A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2034 ***********************************************************************
 DU2034  DESIGNATION -  CAMP
 DU2034  PID         -  DU2034
 DU2034  STATE/COUNTY-  AZ/MARICOPA
 DU2034  USGS QUAD   -  MINE MOUNTAIN (1978)
 DU2034
 DU2034                         *CURRENT SURVEY CONTROL
 DU2034  ___________________________________________________________________
 DU2034* NAD 83(1992)-  33 44 56.73777(N)    111 24 04.30763(W)     ADJUSTED  
 DU2034* NAVD 88     -      1902.5    (meters)    6242.     (feet)  VERTCON   
 DU2034  ___________________________________________________________________
 DU2034  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 DU2034  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU2034
 DU2034  HORZ ORDER  -  FIRST
 DU2034
 DU2034.The horizontal coordinates were established by classical geodetic methods
 DU2034.and adjusted by the National Geodetic Survey in August 1993..
 DU2034
 DU2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2034
 DU2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2034
 DU2034.The geoid height was determined by GEOID03.
 DU2034
 DU2034;                    North         East     Units Scale Factor Converg.
 DU2034;SPC AZ C     -   304,945.439   261,116.624   MT  0.99992811   +0 17 11.0
 DU2034;SPC AZ C     - 1,000,477.16    856,681.84   iFT  0.99992811   +0 17 11.0
 DU2034;UTM  12      - 3,734,408.842   462,841.675   MT  0.99961702   -0 13 22.4
 DU2034
 DU2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2034!SPC AZ C     -   0.99970579  x   0.99992811  =   0.99963392
 DU2034!UTM  12      -   0.99970579  x   0.99961702  =   0.99932292
 DU2034
 DU2034|---------------------------------------------------------------------|
 DU2034| PID    Reference Object                     Distance      Geod. Az  |
 DU2034|                                                           dddmmss.s |
 DU2034| CH4933 CAMP RM 1                             3.795 METERS 02122     |
 DU2034| CH4932 CAMP AZ MK                                         1692904.9 |
 DU2034| CH4934 CAMP RM 2                             6.197 METERS 30704     |
 DU2034|---------------------------------------------------------------------|
 DU2034
 DU2034                          SUPERSEDED SURVEY CONTROL
 DU2034
 DU2034  NAD 83(1986)-  33 44 56.73510(N)    111 24 04.30955(W) AD(       ) 1
 DU2034  NAD 27      -  33 44 56.57700(N)    111 24 01.83600(W) AD(       ) 1
 DU2034  NGVD 29 (07/19/86) 1901.8    (m)         6239.     (f) VERT ANG       
 DU2034
 DU2034.Superseded values are not recommended for survey control.
 DU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2034.See file dsdata.txt to determine how the superseded data were derived.
 DU2034
 DU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6284234409(NAD 83)
 DU2034_MARKER: DS = TRIANGULATION STATION DISK
 DU2034_SETTING: 66 = SET IN ROCK OUTCROP
 DU2034
 DU2034  HISTORY     - Date     Condition        Report By
 DU2034  HISTORY     - 1946     MONUMENTED       CGS
 DU2034
 DU2034                          STATION DESCRIPTION
 DU2034
 DU2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2034'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE WEST-NORTHWEST OF
 DU2034'ROOSEVELT, AND ABOUT 8 MILES AIRLINE SOUTH-SOUTHEAST OF SUNFLOWER
 DU2034'ON THE HIGHEST POINT OF WHAT IS KNOWN AS PINE MOUNTAIN.  THE
 DU2034'STATION MARK IS A BRONZE DISK STAMPED, CAMP 1946, SET IN
 DU2034'OUTCROPPING BEDROCK WHICH PROJECTS 7 FEET.  IT IS ON THE SOUTH
 DU2034'EDGE OF A PROMINENT BRUSH COVERED KNOLL.
 DU2034'
 DU2034'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, CAMP NO 1 1946,
 DU2034'SET IN OUTCROPPING BED ROCK WHICH PROJECTS 8 INCHES.  IT IS
 DU2034'NORTH-NORTHEAST OF AND 8 INCHES LOWER THAN STATION MARK.
 DU2034'
 DU2034'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, CAMP NO 2 1946,
 DU2034'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 16 INCHES.  IT IS
 DU2034'NORTHWEST OF AND 5 FEET LOWER THAN STATION MARK.
 DU2034'
 DU2034'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, CAMP 1946, SET IN
 DU2034'OUTCROPPING BEDROCK ON A PROMINENT KNOLL 0.3 MILE SOUTH OF
 DU2034'STATION, 50 YARDS WEST OF EDGE OF MOUNTAIN AND 4 WEST OF THE
 DU2034'HIGHEST POINT OF KNOLL.
 DU2034'
 DU2034'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN MESA.  GO EAST
 DU2034'ON U.S. HIGHWAY 60 AND 70, 8.8 MILES TO A CROSSROAD.  TURN LEFT
 DU2034'OFF HIGHWAY, GO 6.8 MILE TO A FORK AT BASE OF A HILL.  TURN
 DU2034'RIGHT, GO 7.6 MILES TO BRIDGE ACROSS SALT RIVER.  CONTINUE 2.4
 DU2034'MILES TO A FORK AT A RANCH.  TURN LEFT, GO 18.8 MILES TO A ROAD
 DU2034'LEFT.  TURN LEFT, GO 0.5 MILE TO THE DOS S RANCH AND END OF
 DU2034'TRUCK TRAVEL.  THE STATION IS ABOUT 6 MILES EAST OF HERE.  FROM
 DU2034'HERE IT IS A SIX HOUR HORSE PACK TO THE STATION AND GUIDE IS
 DU2034'NEEDED AS THE WAY IS VERY ROCKY AND BRUSHY.  MR. HUGHES WHO
 DU2034'OWNS THE RANCH IS WELL ACQUAINTED WITH THE COUNTRY AND ALSO
 DU2034'HAS PACK AND SADDLE STOCK.  THE DISTRICT FOREST RANGER MR.
 DU2034'OLSON WHO HAS OFFICES IN SUNFLOWER AND MESA IS ALSO
 DU2034'ACQUAINTED WITH THE COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1011 ***********************************************************************
 ET1011  DESIGNATION -  CAMP WOOD
 ET1011  PID         -  ET1011
 ET1011  STATE/COUNTY-  AZ/YAVAPAI
 ET1011  USGS QUAD   -  CAMP WOOD (1986)
 ET1011
 ET1011                         *CURRENT SURVEY CONTROL
 ET1011  ___________________________________________________________________
 ET1011* NAD 83(1992)-  34 50 06.81760(N)    112 55 07.12228(W)     ADJUSTED  
 ET1011* NAVD 88     -      2216.9    (meters)    7273.     (feet)  VERTCON   
 ET1011  ___________________________________________________________________
 ET1011  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 ET1011  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET1011
 ET1011  HORZ ORDER  -  THIRD
 ET1011
 ET1011.The horizontal coordinates were established by classical geodetic methods
 ET1011.and adjusted by the National Geodetic Survey in August 1993..
 ET1011
 ET1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1011
 ET1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1011
 ET1011.The geoid height was determined by GEOID03.
 ET1011
 ET1011;                    North         East     Units Scale Factor Converg.
 ET1011;SPC AZ C     -   425,754.055   121,715.773   MT  1.00000348   -0 34 20.6
 ET1011;SPC AZ C     - 1,396,830.89    399,329.96   iFT  1.00000348   -0 34 20.6
 ET1011;UTM  12      - 3,856,448.935   324,558.734   MT  0.99997937   -1 05 46.5
 ET1011
 ET1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1011!SPC AZ C     -   0.99965629  x   1.00000348  =   0.99965977
 ET1011!UTM  12      -   0.99965629  x   0.99997937  =   0.99963567
 ET1011
 ET1011:                Primary Azimuth Mark                     Grid Az
 ET1011:SPC AZ C     -  WILLIAMS                                 042 48 10.4
 ET1011:UTM  12      -  WILLIAMS                                 043 19 36.3
 ET1011
 ET1011|---------------------------------------------------------------------|
 ET1011| PID    Reference Object                     Distance      Geod. Az  |
 ET1011|                                                           dddmmss.s |
 ET1011| ET1004 WILLIAMS                            APPROX.14.6 KM 0421349.8 |
 ET1011| ET1003 ROUND HILL                          APPROX. 7.9 KM 0524802.0 |
 ET1011|---------------------------------------------------------------------|
 ET1011
 ET1011                          SUPERSEDED SURVEY CONTROL
 ET1011
 ET1011  NAD 83(1986)-  34 50 06.82805(N)    112 55 07.11887(W) AD(       ) 3
 ET1011  NAD 27      -  34 50 06.75700(N)    112 55 04.45500(W) AD(       ) 3
 ET1011  NGVD 29 (05/08/89) 2215.9    (m)         7270.     (f) VERT ANG       
 ET1011
 ET1011.Superseded values are not recommended for survey control.
 ET1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1011.See file dsdata.txt to determine how the superseded data were derived.
 ET1011
 ET1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2455956449(NAD 83)
 ET1011_MARKER: DS = TRIANGULATION STATION DISK
 ET1011_SETTING: 66 = SET IN ROCK OUTCROP
 ET1011_SP_SET: SET IN BEDROCK
 ET1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1011+STABILITY: POSITION/ELEVATION WELL
 ET1011
 ET1011  HISTORY     - Date     Condition        Report By
 ET1011  HISTORY     - 1903     MONUMENTED       USGS
 ET1011  HISTORY     - 1935     GOOD             USFS
 ET1011
 ET1011                          STATION DESCRIPTION
 ET1011
 ET1011'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 ET1011'LOCATED ABOUT 15 MI W. OF SIMMONS POST OFFICE.  ON CAMP WOODS RD.,
 ET1011'ON EASTERN AND LOWER OF TWO PROMINENT POINTS OF NEARLY EQUAL
 ET1011'HEIGHT.
 ET1011'
 ET1011'TO REACH NOT GIVEN.
 ET1011'
 ET1011'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN SOLID
 ET1011'SANDSTONE.
 ET1011'
 ET1011'RMS--NONE SET.
 ET1011
 ET1011                          STATION RECOVERY (1935)
 ET1011
 ET1011'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET1011'STATION IS ON THE HIGHEST POINT OF HIDE CREEK MOUNTAIN WHICH
 ET1011'IS THE MOST EASTERLY AND HIGHEST OF TWO PROMINENT MOUNTAINS
 ET1011'W OF SIMMONS (17 MILES AIR LINE).
 ET1011'
 ET1011'STATION MARK IS A STANDARD U.S.G.S. TABLET IN LEDGE ROCK, UNSTAMPED.
 ET1011'
 ET1011'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1011'CREEK-SELIGMAN ROAD APPROXIMATELY 24 MILES.  THENCE TAKE THE
 ET1011'CAMP WOOD ROAD WESTERLY APPROXIMATELY 21 MILES TO HILLS RANCH.
 ET1011'THENCE GO NORTHWARDLY ABOUT 1.4 MILES ON WALNUT CREEK ROAD.
 ET1011'THENCE EASTWARDLY ABOUT 1.2 MILES ON A DIM ROAD.  IT IS ABOUT
 ET1011'ONE HOURS CLIMB FROM HERE TO STATION ON TOP OF MOUNTAIN.
 ET1011'
 ET1011'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT
 ET1011'WHITEWASHED CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1866 ***********************************************************************
 CZ1866  DESIGNATION -  CAMPBELL
 CZ1866  PID         -  CZ1866
 CZ1866  STATE/COUNTY-  AZ/PIMA
 CZ1866  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1866
 CZ1866                         *CURRENT SURVEY CONTROL
 CZ1866  ___________________________________________________________________
 CZ1866* NAD 83(1992)-  32 19 28.04571(N)    110 55 39.65796(W)     ADJUSTED  
 CZ1866* NAVD 88     -       845.4    (meters)    2774.     (feet)  GPS OBS   
 CZ1866  ___________________________________________________________________
 CZ1866  X           -  -1,927,249.298 (meters)                     COMP
 CZ1866  Y           -  -5,039,659.383 (meters)                     COMP
 CZ1866  Z           -   3,391,325.795 (meters)                     COMP
 CZ1866  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 CZ1866  ELLIP HEIGHT-         816.58  (meters)          (07/18/02) GPS OBS
 CZ1866  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ1866
 CZ1866  HORZ ORDER  -  FIRST
 CZ1866  ELLP ORDER  -  FOURTH    CLASS II
 CZ1866
 CZ1866.The horizontal coordinates were established by classical geodetic methods
 CZ1866.and adjusted by the National Geodetic Survey in August 1993..
 CZ1866
 CZ1866.The orthometric height was determined by GPS observations and a
 CZ1866.high-resolution geoid model.
 CZ1866
 CZ1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1866
 CZ1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1866
 CZ1866.The ellipsoidal height was determined by GPS observations
 CZ1866.and is referenced to NAD 83.
 CZ1866
 CZ1866.The geoid height was determined by GEOID03.
 CZ1866
 CZ1866;                    North         East     Units Scale Factor Converg.
 CZ1866;SPC AZ C     -   147,272.100   306,474.292   MT  1.00000689   +0 31 43.9
 CZ1866;SPC AZ C     -   483,176.18  1,005,493.08   iFT  1.00000689   +0 31 43.9
 CZ1866;UTM  12      - 3,576,402.539   506,806.586   MT  0.99960057   +0 02 19.2
 CZ1866
 CZ1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1866!SPC AZ C     -   0.99987180  x   1.00000689  =   0.99987869
 CZ1866!UTM  12      -   0.99987180  x   0.99960057  =   0.99947242
 CZ1866
 CZ1866:                Primary Azimuth Mark                     Grid Az
 CZ1866:SPC AZ C     -  CAMPBELL AZ MK                           001 59 08.4
 CZ1866:UTM  12      -  CAMPBELL AZ MK                           002 28 33.1
 CZ1866
 CZ1866|---------------------------------------------------------------------|
 CZ1866| PID    Reference Object                     Distance      Geod. Az  |
 CZ1866|                                                           dddmmss.s |
 CZ1866| CC7090 CAMPBELL AZ MK                                     0023052.3 |
 CZ1866| CC7091 CAMPBELL RM 1                        17.427 METERS 04129     |
 CZ1866| CZ1867 TUCSON RAD STA KIKX MAST            APPROX. 4.8 KM 1390324.3 |
 CZ1866| CC7092 CAMPBELL RM 2                        13.375 METERS 22623     |
 CZ1866|---------------------------------------------------------------------|
 CZ1866
 CZ1866                          SUPERSEDED SURVEY CONTROL
 CZ1866
 CZ1866  ELLIP H (08/23/93)  816.69   (m)                       GP(       ) 4 2
 CZ1866  NAD 83(1986)-  32 19 28.04163(N)    110 55 39.65423(W) AD(       ) 1
 CZ1866  NAD 27      -  32 19 27.77297(N)    110 55 37.32335(W) AD(       ) 1
 CZ1866  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG       
 CZ1866
 CZ1866.Superseded values are not recommended for survey control.
 CZ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1866.See file dsdata.txt to determine how the superseded data were derived.
 CZ1866
 CZ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0680776403(NAD 83)
 CZ1866_MARKER: DS = TRIANGULATION STATION DISK
 CZ1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1866_SP_SET: CONCRETE POST
 CZ1866_STAMPING: CAMPBELL 1971
 CZ1866_MARK LOGO: NGS   
 CZ1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1866+STABILITY: SURFACE MOTION
 CZ1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1866+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CZ1866
 CZ1866  HISTORY     - Date     Condition        Report By
 CZ1866  HISTORY     - 1971     MONUMENTED       NGS
 CZ1866  HISTORY     - 1971     GOOD             NGS
 CZ1866  HISTORY     - 19900524 GOOD             AZ-019
 CZ1866
 CZ1866                          STATION DESCRIPTION
 CZ1866
 CZ1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1866'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE INTERSECTION OF
 CZ1866'BROADWAY AND CAMPBELL AVENUE IN DOWNTOWN TUCSON, ON A NORTH-SOUTH
 CZ1866'RIDGE, IN THE MEDIAN THAT SEPARATES THE NORTH AND SOUTH BOUND LANES
 CZ1866'OF CAMPBELL AVENUE, THIS IS PIMA COUNTY ROAD RIGHT-OF-WAY
 CZ1866'PROPERTY.
 CZ1866'
 CZ1866'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10
 CZ1866'AND INA ROAD, WHICH IS ABOUT 10 MILES NORTH OF DOWNTOWN TUCSON, GO
 CZ1866'EAST ON INA ROAD FOR 7.3 MILES TO SKYLINE DRIVE ON THE RIGHT.  GO
 CZ1866'SOUTHEAST ON SKYLINE DRIVE FOR 1.6 MILES TO ITS INTERSECTION WITH
 CZ1866'CAMPBELL AVENUE.  TURN LEFT AND GO NORTH ON CAMPBELL AVENUE FOR
 CZ1866'0.2 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 CZ1866'CONTINUE NORTH FOR 0.9 MILE TO THE END OF CAMPBELL AVENUE AND THE
 CZ1866'AZIMUTH MARK AT THE EAST END OF A METAL GUARDRAIL.
 CZ1866'
 CZ1866'THE STATION MARK IS A STANDARD DISK STAMPED CAMPBELL 1971, SET IN THE
 CZ1866'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CZ1866'THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE NORTHBOUND LANE, 41
 CZ1866'FEET EAST OF THE SOUTH BOUND LANE AND 9 FEET SOUTHWEST OF A METAL
 CZ1866'WITNESS POST WITH SIGN ATTACHED.
 CZ1866'
 CZ1866'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMPBELL NO 1 1971, SET
 CZ1866'FLUSH WITH THE GROUND SURFACE AND CEMENTED IN A DRILL HOLE IN A
 CZ1866'BOULDER.  IT IS 52 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST,
 CZ1866'49 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE AND 34 FEET EAST
 CZ1866'OF THE SOUTH BOUND LANE.
 CZ1866'
 CZ1866'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMPBELL NO 2 1971, SET
 CZ1866'FLUSH WITH THE GROUND SURFACE AND CEMENTED IN A DRILL HOLE IN A
 CZ1866'BOULDER.  IT IS 50 FEET SOUTHWEST OF THE METAL WITNESS POST, 44
 CZ1866'FEET WEST OF THE NORTH BOUND LANE AND 43 FEET EAST OF THE SOUTH
 CZ1866'BOUND LANE.
 CZ1866'
 CZ1866'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMPBELL 1971, SET IN
 CZ1866'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 3
 CZ1866'INCHES.  IT IS 89 FEET SOUTH OF A POWER LINE POLE, 62 FEET
 CZ1866'EAST-SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH OF THE EAST
 CZ1866'END OF A METAL GUARD RAIL.
 CZ1866'
 CZ1866'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 CZ1866
 CZ1866                          STATION RECOVERY (1971)
 CZ1866
 CZ1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1866'RECOVERED IN GOOD CONDITION.
 CZ1866
 CZ1866                          STATION RECOVERY (1990)
 CZ1866
 CZ1866'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1866'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ORANGE
 CZ1866'GROVE ROAD, EXIT NUMBER 250, TRAVEL EAST ALONG ORANGE GROVE ROAD 10.6
 CZ1866'KM (6.59 MI) TO THE TERMINUS OF OGANGE GROVE ROAD INTERSECTING WITH
 CZ1866'SKYLINE DRIVE. TURN RIGHT SOUTHEAST AND PROCEED ALONG SKYLINE DRIVE
 CZ1866'1.1 KM (0.68 MI) TO ITS INTERSECTION WITH CAMPBELL AVENUE. TURN LEFT
 CZ1866'(NORTH) ALONG CAMPBELL AVENUE 0.24 KM (0.15 MI) TO A PAVED CROSSOVER
 CZ1866'THRUOGH A MEDIAN LANDSCAPED WITH NATURAL VEGITATION. STATION IS
 CZ1866'APPROX 9 M (29.53 FT) NORTH OF CENTER OF PAVED CROSSOVER.
 CZ1866'FOUND STANDARD TRIANGULATION DISC SET IN A 0.3 M (0.98 FT) CONCRETE
 CZ1866'MONUMENT WITHIN 1 M (3.28 FT) OF A METAL WHITNESS POST. REFERANCE
 CZ1866'MARKS NO. 1 AND NO. 2  WERE ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2368 ***********************************************************************
 CZ2368  DESIGNATION -  CAMPBELL
 CZ2368  PID         -  CZ2368
 CZ2368  STATE/COUNTY-  AZ/PIMA
 CZ2368  USGS QUAD   -  TUCSON (1992)
 CZ2368
 CZ2368                         *CURRENT SURVEY CONTROL
 CZ2368  ___________________________________________________________________
 CZ2368* NAD 83(1992)-  32 10 36.11429(N)    110 56 40.03911(W)     ADJUSTED  
 CZ2368* NAVD 88     -       772.6    (meters)    2535.     (feet)  VERTCON   
 CZ2368  ___________________________________________________________________
 CZ2368  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CZ2368  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ2368
 CZ2368  HORZ ORDER  -  SECOND
 CZ2368
 CZ2368.The horizontal coordinates were established by classical geodetic methods
 CZ2368.and adjusted by the National Geodetic Survey in August 1993..
 CZ2368
 CZ2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2368
 CZ2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2368
 CZ2368.The geoid height was determined by GEOID03.
 CZ2368
 CZ2368;                    North         East     Units Scale Factor Converg.
 CZ2368;SPC AZ C     -   130,873.118   305,043.438   MT  1.00000363   +0 31 04.0
 CZ2368;SPC AZ C     -   429,373.75  1,000,798.68   iFT  1.00000363   +0 31 04.0
 CZ2368;UTM  12      - 3,560,023.004   505,236.407   MT  0.99960034   +0 01 46.5
 CZ2368
 CZ2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2368!SPC AZ C     -   0.99988331  x   1.00000363  =   0.99988694
 CZ2368!UTM  12      -   0.99988331  x   0.99960034  =   0.99948369
 CZ2368
 CZ2368|---------------------------------------------------------------------|
 CZ2368| PID    Reference Object                     Distance      Geod. Az  |
 CZ2368|                                                           dddmmss.s |
 CZ2368| CR8303 CAMPBELL RM 1                         7.756 METERS 03905     |
 CZ2368| CZ2371 PARK                                APPROX. 1.7 KM 3025436.5 |
 CZ2368| CR8304 CAMPBELL RM 2                        13.285 METERS 33933     |
 CZ2368|---------------------------------------------------------------------|
 CZ2368
 CZ2368                          SUPERSEDED SURVEY CONTROL
 CZ2368
 CZ2368  NAD 83(1986)-  32 10 36.11126(N)    110 56 40.03625(W) AD(       ) 2
 CZ2368  NGVD 29 (05/20/88)  771.9    (m)         2532.     (f) VERT ANG       
 CZ2368
 CZ2368.Superseded values are not recommended for survey control.
 CZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2368.See file dsdata.txt to determine how the superseded data were derived.
 CZ2368
 CZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0523660023(NAD 83)
 CZ2368_MARKER: DS = TRIANGULATION STATION DISK
 CZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2368+STABILITY: SURFACE MOTION
 CZ2368
 CZ2368  HISTORY     - Date     Condition        Report By
 CZ2368  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2368
 CZ2368                          STATION DESCRIPTION
 CZ2368
 CZ2368'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2368'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 10 IN TUCSON AT THE
 CZ2368'CAMPBELL AVENUE INTERCHANGE.
 CZ2368'
 CZ2368'THE STATION MARK IS AN AZDT DISK STAMPED---CAMPBELL 1982---.  IT IS
 CZ2368'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS SET IN THE MEDIAN
 CZ2368'43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH BOUND BRIDGE.
 CZ2368'25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE.
 CZ2368'11 FEET WEST OF THE NORTH BOUND GUARD RAIL AND 3 FEET NORTH OF THE
 CZ2368'WITNESS POST.
 CZ2368'
 CZ2368'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CAMPBELL RM 1 1982---.  IT
 CZ2368'IS SET IN THE SOUTHWEST BRIDGE ABUTMENT OF THE NORTH BOUND BRIDGE.
 CZ2368'
 CZ2368'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CAMPBELL RM 2 1982---.  IT
 CZ2368'IS SET IN THE SOUTHEAST BRIDGE ABUTMENT OF THE SOUTH BOUND BRIDGE.
 CZ2368'
 CZ2368'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND PARK AVENUE
 CZ2368'INTERCHANGE IN TUCSON, TRAVEL SOUTHEAST ALONG I-10 FOR 0.9 MILE TO THE
 CZ2368'CAMPBELL AVENUE INTERCHANGE.  TURN RIGH ON EXIT RAMP AND TRAVEL 0.15
 CZ2368'MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0084 ***********************************************************************
 EU0084  DESIGNATION -  CAN
 EU0084  PID         -  EU0084
 EU0084  STATE/COUNTY-  AZ/MOHAVE
 EU0084  USGS QUAD   -  YUCCA NW (1970)
 EU0084
 EU0084                         *CURRENT SURVEY CONTROL
 EU0084  ___________________________________________________________________
 EU0084* NAD 83(1992)-  34 55 39.45188(N)    114 08 56.30319(W)     ADJUSTED  
 EU0084* NAVD 88     -       624.379  (meters)    2048.48   (feet)  ADJUSTED  
 EU0084  ___________________________________________________________________
 EU0084  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 EU0084  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0084  DYNAMIC HT  -         623.679 (meters)    2046.19  (feet)  COMP
 EU0084  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0084
 EU0084  HORZ ORDER  -  SECOND
 EU0084  VERT ORDER  -  FIRST     CLASS II
 EU0084
 EU0084.The horizontal coordinates were established by classical geodetic methods
 EU0084.and adjusted by the National Geodetic Survey in August 1993..
 EU0084
 EU0084.The orthometric height was determined by differential leveling
 EU0084.and adjusted by the National Geodetic Survey in June 1991..
 EU0084
 EU0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0084
 EU0084.The geoid height was determined by GEOID03.
 EU0084
 EU0084.The dynamic height is computed by dividing the NAVD 88
 EU0084.geopotential number by the normal gravity value computed on the
 EU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0084.degrees latitude (g = 980.6199 gals.).
 EU0084
 EU0084.The modeled gravity was interpolated from observed gravity values.
 EU0084
 EU0084;                    North         East     Units Scale Factor Converg.
 EU0084;SPC AZ W     -   435,632.984   176,908.763   MT  0.99994970   -0 13 42.4
 EU0084;SPC AZ W     - 1,429,242.07    580,409.33   iFT  0.99994970   -0 13 42.4
 EU0084;UTM  11      - 3,868,728.594   760,427.097   MT  1.00043598   +1 37 59.7
 EU0084
 EU0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0084!SPC AZ W     -   0.99990665  x   0.99994970  =   0.99985635
 EU0084!UTM  11      -   0.99990665  x   1.00043598  =   1.00034259
 EU0084
 EU0084|---------------------------------------------------------------------|
 EU0084| PID    Reference Object                     Distance      Geod. Az  |
 EU0084|                                                           dddmmss.s |
 EU0084| EU0086 CAN RM 1                             12.215 METERS 02318     |
 EU0084| EU0085 CAN RM 2                             11.105 METERS 11850     |
 EU0084| EU0908 YUCCA RAILROAD WATER TANK           APPROX. 5.9 KM 1843618.8 |
 EU0084| EU0087 CAN AZ MK                           321.340 METERS 35941     |
 EU0084|---------------------------------------------------------------------|
 EU0084
 EU0084                          SUPERSEDED SURVEY CONTROL
 EU0084
 EU0084  NAD 83(1986)-  34 55 39.45206(N)    114 08 56.30585(W) AD(       ) 2
 EU0084  NAD 27      -  34 55 39.40420(N)    114 08 53.46690(W) AD(       ) 2
 EU0084  NGVD 29 (??/??/??)  623.647  (m)         2046.08   (f) ADJUSTED    1 2
 EU0084
 EU0084.Superseded values are not recommended for survey control.
 EU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0084.See file dsdata.txt to determine how the superseded data were derived.
 EU0084
 EU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6042768729(NAD 83)
 EU0084_MARKER: DE = TRAVERSE STATION DISK
 EU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0084_STAMPING: CAN 1961
 EU0084_MARK LOGO: CGS   
 EU0084_PROJECTION: PROJECTING 10 CENTIMETERS
 EU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0084+STABILITY: SURFACE MOTION
 EU0084
 EU0084  HISTORY     - Date     Condition        Report By
 EU0084  HISTORY     - 1961     MONUMENTED       CGS
 EU0084  HISTORY     - 1961     GOOD             CGS
 EU0084  HISTORY     - 1971     GOOD             NGS
 EU0084  HISTORY     - 1981     GOOD             NGS
 EU0084
 EU0084                          STATION DESCRIPTION
 EU0084
 EU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0084'STATION IS LOCATED ABOUT 19 AIR-MILES SOUTH OF KINGMAN, ABOUT
 EU0084'4-1/2 MILES NORTH OF YUCCA, ABOUT 100 YARDS EAST OF U.S. HIGHWAY
 EU0084'66 AND ON SLIGHTLY HIGHER GROUND THAN SURROUNDING AREA.
 EU0084'
 EU0084'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 ON THE
 EU0084'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 EU0084'19.3 MILES TO MILE POST 32, CONTINUE 0.25 MILES TO THE AZIMUTH
 EU0084'MARK ON LEFT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 66 FOR 0.2 MILE
 EU0084'TO STATION ON LEFT AS DESCRIBED.
 EU0084'
 EU0084'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CAN 1961, IS SET
 EU0084'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 EU0084'3 INCHES.  THE MARK IS 271 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EU0084'66, 192 FEET NORTHEAST OF A TELEPHONE POLE AND 4.5 FEET EAST
 EU0084'OF THE WITNESS POST.
 EU0084'
 EU0084'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CAN NO 1 1961,
 EU0084'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EU0084'ABOUT 3 INCHES.  THE MARK IS 283 FEET EAST OF THE CENTER OF U.S.
 EU0084'HIGHWAY 66 AND 41 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 EU0084'
 EU0084'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CAN NO 2 1961,
 EU0084'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EU0084'ABOUT 3 INCHES.  THE MARK IS 306 FEET EAST OF THE CENTER OF U.S.
 EU0084'HIGHWAY 66 AND 41 FEET SOUTHEAST OF THE WITNESS POST.
 EU0084'
 EU0084'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CAN 1961, IS SET IN
 EU0084'THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 EU0084'INCHES.  THE MARK IS 100.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EU0084'66, 113.5 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF THE
 EU0084'WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 EU0084'
 EU0084'NOTE--THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 56.71 FEET
 EU0084'OR 17.285 M.
 EU0084'
 EU0084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0084
 EU0084                          STATION RECOVERY (1961)
 EU0084
 EU0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0084'4.3 MI NE FROM YUCCA.
 EU0084'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0084'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0084'YARDS EAST TO THE TOP OF A SAND RIDGE, 267 FEET EAST OF THE
 EU0084'CENTER OF THE HIGHWAY, 167 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0084'192 FEET NORTHEAST OF A POWER POLE, 4.5 FEET NORTHEAST OF A METAL
 EU0084'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EU0084'4 INCHES.
 EU0084
 EU0084                          STATION RECOVERY (1971)
 EU0084
 EU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0084'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EU0084'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0084'
 EU0084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 EU0084'NORTH OF YUCCA
 EU0084
 EU0084                          STATION RECOVERY (1981)
 EU0084
 EU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0084'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0084'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.55 KM (0.35 MI)
 EU0084'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 81.4 METERS (267 FT)
 EU0084'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 23.2 METERS (76 FT)
 EU0084'EAST OF THE RIGHT-OF-WAY FENCE.
 EU0084'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 EU0084'THE MARK IS 3.7 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2000 ***********************************************************************
 DV2000  DESIGNATION -  CAN
 DV2000  PID         -  DV2000
 DV2000  STATE/COUNTY-  AZ/MARICOPA
 DV2000  USGS QUAD   -  NEW RIVER (1981)
 DV2000
 DV2000                         *CURRENT SURVEY CONTROL
 DV2000  ___________________________________________________________________
 DV2000* NAD 83(1992)-  33 54 03.72041(N)    112 09 49.11200(W)     ADJUSTED  
 DV2000* NAVD 88     -       615.5    (meters)    2019.     (feet)  VERTCON   
 DV2000  ___________________________________________________________________
 DV2000  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 DV2000  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DV2000
 DV2000  HORZ ORDER  -  SECOND
 DV2000
 DV2000.The horizontal coordinates were established by classical geodetic methods
 DV2000.and adjusted by the National Geodetic Survey in August 1993..
 DV2000
 DV2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2000
 DV2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2000
 DV2000.The geoid height was determined by GEOID03.
 DV2000
 DV2000;                    North         East     Units Scale Factor Converg.
 DV2000;SPC AZ C     -   321,704.888   190,519.047   MT  0.99990643   -0 08 15.9
 DV2000;SPC AZ C     - 1,055,462.23    625,062.49   iFT  0.99990643   -0 08 15.9
 DV2000;UTM  12      - 3,751,792.262   392,412.885   MT  0.99974269   -0 38 56.7
 DV2000
 DV2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2000!SPC AZ C     -   0.99990792  x   0.99990643  =   0.99981436
 DV2000!UTM  12      -   0.99990792  x   0.99974269  =   0.99965063
 DV2000
 DV2000|---------------------------------------------------------------------|
 DV2000| PID    Reference Object                     Distance      Geod. Az  |
 DV2000|                                                           dddmmss.s |
 DV2000| CH4935 CAN RM 1                             34.451 METERS 04658     |
 DV2000| DV2001 RED                                 APPROX. 2.8 KM 2113420.9 |
 DV2000| CH4936 CAN RM 2                             10.547 METERS 21843     |
 DV2000|---------------------------------------------------------------------|
 DV2000
 DV2000                          SUPERSEDED SURVEY CONTROL
 DV2000
 DV2000  NAD 83(1986)-  33 54 03.71526(N)    112 09 49.11572(W) AD(       ) 2
 DV2000  NAD 27      -  33 54 03.58601(N)    112 09 46.55054(W) AD(       ) 2
 DV2000  NGVD 29 (07/19/86)  614.9    (m)         2017.     (f) VERT ANG       
 DV2000
 DV2000.Superseded values are not recommended for survey control.
 DV2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2000.See file dsdata.txt to determine how the superseded data were derived.
 DV2000
 DV2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9241351792(NAD 83)
 DV2000_MARKER: DD = SURVEY DISK
 DV2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2000
 DV2000  HISTORY     - Date     Condition        Report By
 DV2000  HISTORY     - 1978     MONUMENTED       AZDT
 DV2000  HISTORY     - 20020330 GOOD             USPSQD
 DV2000
 DV2000                          STATION DESCRIPTION
 DV2000
 DV2000'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2000'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF NEW RIVER ALONG
 DV2000'THE WEST SIDE OF LAKE PLEASANT RD.
 DV2000'
 DV2000'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAN 1976 AND
 DV2000'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DV2000'72 FEET WEST OF ROAD CENTERLINE, 15 FEET NORTH OF A 12 FOOT
 DV2000'HIGH PALO VERDE TREE AND IS 5 FEET WEST OF A WITNESS SIGN AND
 DV2000'POST.
 DV2000'
 DV2000'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAN RM
 DV2000'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 73 FEET WEST
 DV2000'OF ROADWAY CENTERLINE.
 DV2000'
 DV2000'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAN RM
 DV2000'1 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 88 FEET WEST
 DV2000'OF ROADWAY CENTERLINE.
 DV2000'
 DV2000'TO REACH THE STATION FROM THE NEW RIVER INTERCHANGE AND I-17,
 DV2000'GO SOUTHWEST ON THE LAKE PLEASANT RD. FOR 1.4 MILES WHERE ROAD
 DV2000'CURVES TO SOUTH.  STATION IS LOCATED ON THE EXTENSION OF THE
 DV2000'ROADS, NE-SW TANGENT WEST OF CURVE IN ROAD.
 DV2000'
 DV2000'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2000
 DV2000                          STATION RECOVERY (2002)
 DV2000
 DV2000'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2000'SIGN MISSING FROM WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2227 ***********************************************************************
 DV2227  DESIGNATION -  CAN
 DV2227  PID         -  DV2227
 DV2227  STATE/COUNTY-  AZ/MARICOPA
 DV2227  USGS QUAD   -  PERRYVILLE (1982)
 DV2227
 DV2227                         *CURRENT SURVEY CONTROL
 DV2227  ___________________________________________________________________
 DV2227* NAD 83(1992)-  33 23 49.90790(N)    112 26 31.50891(W)     ADJUSTED  
 DV2227* NAVD 88     -       274.7    (meters)     901.     (feet)  VERTCON   
 DV2227  ___________________________________________________________________
 DV2227  X           -  -2,034,937.354 (meters)                     COMP
 DV2227  Y           -  -4,926,853.122 (meters)                     COMP
 DV2227  Z           -   3,490,955.014 (meters)                     COMP
 DV2227  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DV2227  ELLIP HEIGHT-         244.31  (meters)          (06/11/02) GPS OBS
 DV2227  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2227
 DV2227  HORZ ORDER  -  FIRST
 DV2227  ELLP ORDER  -  FOURTH    CLASS II
 DV2227
 DV2227.The horizontal coordinates were established by GPS observations
 DV2227.and adjusted by the National Geodetic Survey in August 1993..
 DV2227
 DV2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2227
 DV2227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2227
 DV2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2227
 DV2227.The ellipsoidal height was determined by GPS observations
 DV2227.and is referenced to NAD 83.
 DV2227
 DV2227.The geoid height was determined by GEOID03.
 DV2227
 DV2227;                    North         East     Units Scale Factor Converg.
 DV2227;SPC AZ C     -   265,922.779   164,483.700   MT  0.99992944   -0 17 21.2
 DV2227;SPC AZ C     -   872,450.06    539,644.69   iFT  0.99992944   -0 17 21.2
 DV2227;UTM  12      - 3,696,250.729   365,887.576   MT  0.99982175   -0 47 38.0
 DV2227
 DV2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2227!SPC AZ C     -   0.99996165  x   0.99992944  =   0.99989109
 DV2227!UTM  12      -   0.99996165  x   0.99982175  =   0.99978340
 DV2227
 DV2227                          SUPERSEDED SURVEY CONTROL
 DV2227
 DV2227  ELLIP H (08/23/93)  244.45   (m)                       GP(       ) 4 2
 DV2227  NAD 83(1986)-  33 23 49.90223(N)    112 26 31.51506(W) AD(       ) 1
 DV2227  NGVD 29 (09/11/89)  274.0    (m)          899.     (f) GPS OBS        
 DV2227
 DV2227.Superseded values are not recommended for survey control.
 DV2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2227.See file dsdata.txt to determine how the superseded data were derived.
 DV2227
 DV2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6588896251(NAD 83)
 DV2227_MARKER: DD = SURVEY DISK
 DV2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2227+STABILITY: SURFACE MOTION
 DV2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2227+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2227
 DV2227  HISTORY     - Date     Condition        Report By
 DV2227  HISTORY     - 1986     MONUMENTED       AZDT
 DV2227
 DV2227                          STATION DESCRIPTION
 DV2227
 DV2227'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2227'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) WEST-SOUTHWEST OF
 DV2227'GOODYEAR, ARIZONA.
 DV2227'
 DV2227'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85
 DV2227'AND COTTON LANE, GO WEST ON STATE ROUTE 85 FOR 1.7 KM (1.05 MI) TO A
 DV2227'CANAL ROAD ON THE RIGHT, TURN RIGHT ON THE CANAL ROAD AND THE
 DV2227'STATION IS ON THE LEFT, SOUTH OF THE CANAL.
 DV2227'
 DV2227'THE STATION IS A STANDARD A.G.S. DISK
 DV2227'STAMPED---CAN 1986---,
 DV2227'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2227'13 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DV2227'1.07 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2227'1.28 METERS (4.2 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2227'4.88 METERS (16.0 FT) SOUTH FROM THE CENTERLINE OF A ROADWAY,
 DV2227'43.89 METERS (144.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DV2227'S.R. 85 BRIDGE OVER CANAL.
 DV2227'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2227'STAMPED---CAN 1986---,
 DV2227'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1665 ***********************************************************************
 DB1665  DESIGNATION -  CAN
 DB1665  PID         -  DB1665
 DB1665  STATE/COUNTY-  AZ/YUMA
 DB1665  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB1665
 DB1665                         *CURRENT SURVEY CONTROL
 DB1665  ___________________________________________________________________
 DB1665* NAD 83(1992)-  32 27 30.52598(N)    114 16 28.69804(W)     ADJUSTED  
 DB1665* NAVD 88     -       487.4    (meters)    1599.     (feet)  VERTCON   
 DB1665  ___________________________________________________________________
 DB1665  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 DB1665  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DB1665
 DB1665  HORZ ORDER  -  THIRD
 DB1665
 DB1665.The horizontal coordinates were established by classical geodetic methods
 DB1665.and adjusted by the National Geodetic Survey in August 1993..
 DB1665
 DB1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1665
 DB1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1665
 DB1665.The geoid height was determined by GEOID03.
 DB1665
 DB1665;                    North         East     Units Scale Factor Converg.
 DB1665;SPC AZ W     -   161,829.692   164,036.542   MT  0.99996332   -0 16 53.7
 DB1665;SPC AZ W     -   530,937.31    538,177.63   iFT  0.99996332   -0 16 53.7
 DB1665;UTM  11      - 3,594,527.928   756,177.039   MT  1.00040935   +1 27 48.5
 DB1665
 DB1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1665!SPC AZ W     -   0.99992877  x   0.99996332  =   0.99989209
 DB1665!UTM  11      -   0.99992877  x   1.00040935  =   1.00033809
 DB1665
 DB1665                          SUPERSEDED SURVEY CONTROL
 DB1665
 DB1665  NAD 83(1986)-  32 27 30.53492(N)    114 16 28.70935(W) AD(       ) 3
 DB1665  NGVD 29 (04/26/91)  486.7    (m)         1597.     (f) VERT ANG       
 DB1665
 DB1665.Superseded values are not recommended for survey control.
 DB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1665.See file dsdata.txt to determine how the superseded data were derived.
 DB1665
 DB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5617794528(NAD 83)
 DB1665_MARKER: DD = SURVEY DISK
 DB1665_SETTING: 66 = SET IN ROCK OUTCROP
 DB1665_SP_SET: SET IN BEDROCK
 DB1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1665+STABILITY: POSITION/ELEVATION WELL
 DB1665
 DB1665  HISTORY     - Date     Condition        Report By
 DB1665  HISTORY     - 1964     MONUMENTED       USGS
 DB1665
 DB1665                          STATION DESCRIPTION
 DB1665
 DB1665'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1665'LOCATED ABOUT 23 MI SE. OF YUMA, ABOUT 16 MI SW. OF WELLTON.  ON
 DB1665'HIGHEST POINT OF RANGE OF HILLS THAT EXTEND SOUTHWARD FROM WEST
 DB1665'FLANK OF GILA MTNS.
 DB1665'
 DB1665'REACHED BY HELICOPTER.
 DB1665'
 DB1665'STATION MARK--STANDARD TABLET STAMPED---CAN 1964---, IN DRILL HOLE
 DB1665'IN BEDROCK.
 DB1665'
 DB1665'RM 1--STANDARD TABLET STAMPED---NO 1---, IN DRILL HOLE IN BOULDER,
 DB1665'31.8 FT FROM STATION MARK.
 DB1665'
 DB1665'RM 2--STANDARD TABLET STAMPED---NO 2---, IN DRILL HOLE IN BOULDER,
 DB1665'9.78 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0087 ***********************************************************************
 EU0087  DESIGNATION -  CAN AZ MK
 EU0087  PID         -  EU0087
 EU0087  STATE/COUNTY-  AZ/MOHAVE
 EU0087  USGS QUAD   -  YUCCA NW (1970)
 EU0087
 EU0087                         *CURRENT SURVEY CONTROL
 EU0087  ___________________________________________________________________
 EU0087* NAD 83(1992)-  34 55 49.87925(N)    114 08 56.37447(W)     ADJUSTED  
 EU0087* NAVD 88     -       626.762  (meters)    2056.30   (feet)  ADJUSTED  
 EU0087  ___________________________________________________________________
 EU0087  X           -  -2,141,831.878 (meters)                     COMP
 EU0087  Y           -  -4,777,161.786 (meters)                     COMP
 EU0087  Z           -   3,631,892.231 (meters)                     COMP
 EU0087  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 EU0087  ELLIP HEIGHT-         597.17  (meters)          (01/12/01) GPS OBS
 EU0087  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EU0087  DYNAMIC HT  -         626.060 (meters)    2054.00  (feet)  COMP
 EU0087  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 EU0087
 EU0087  HORZ ORDER  -  FIRST
 EU0087  VERT ORDER  -  FIRST     CLASS II
 EU0087  ELLP ORDER  -  FOURTH    CLASS I
 EU0087
 EU0087.The horizontal coordinates were established by GPS observations
 EU0087.and adjusted by the National Geodetic Survey in March 1997..
 EU0087
 EU0087.The orthometric height was determined by differential leveling
 EU0087.and adjusted by the National Geodetic Survey in June 1991..
 EU0087
 EU0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0087
 EU0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0087
 EU0087.The ellipsoidal height was determined by GPS observations
 EU0087.and is referenced to NAD 83.
 EU0087
 EU0087.The geoid height was determined by GEOID03.
 EU0087
 EU0087.The dynamic height is computed by dividing the NAVD 88
 EU0087.geopotential number by the normal gravity value computed on the
 EU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0087.degrees latitude (g = 980.6199 gals.).
 EU0087
 EU0087.The modeled gravity was interpolated from observed gravity values.
 EU0087
 EU0087;                    North         East     Units Scale Factor Converg.
 EU0087;SPC AZ W     -   435,954.307   176,908.235   MT  0.99994970   -0 13 42.5
 EU0087;SPC AZ W     - 1,430,296.28    580,407.60   iFT  0.99994970   -0 13 42.5
 EU0087;UTM  11      - 3,869,049.887   760,416.125   MT  1.00043591   +1 38 00.1
 EU0087
 EU0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0087!SPC AZ W     -   0.99990627  x   0.99994970  =   0.99985598
 EU0087!UTM  11      -   0.99990627  x   1.00043591  =   1.00034214
 EU0087
 EU0087                          SUPERSEDED SURVEY CONTROL
 EU0087
 EU0087  ELLIP H (03/14/97)  597.11   (m)                       GP(       ) 3 1
 EU0087  NAVD 88 (03/14/97)  626.76   (m)         2056.3    (f) LEVELING    3  
 EU0087  NGVD 29 (??/??/??)  626.030  (m)         2053.90   (f) ADJUSTED    1 2
 EU0087
 EU0087.Superseded values are not recommended for survey control.
 EU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0087.See file dsdata.txt to determine how the superseded data were derived.
 EU0087
 EU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6041669050(NAD 83)
 EU0087_MARKER: DZ = AZIMUTH MARK DISK
 EU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0087_STAMPING: CAN 1961
 EU0087_MARK LOGO: CGS   
 EU0087_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0087+STABILITY: SURFACE MOTION
 EU0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0087+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1995
 EU0087
 EU0087  HISTORY     - Date     Condition        Report By
 EU0087  HISTORY     - 1961     MONUMENTED       CGS
 EU0087  HISTORY     - 1981     GOOD             NGS
 EU0087  HISTORY     - 19951215 GOOD             CHANCE
 EU0087
 EU0087                          STATION DESCRIPTION
 EU0087
 EU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0087'4.5 MI NE FROM YUCCA.
 EU0087'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0087'THENCE 4.2 MILES NORTH ALONG U.S. HIGHWAY 66, 101 FEET EAST OF
 EU0087'THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 EU0087'114 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF A METAL
 EU0087'WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 EU0087'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EU0087
 EU0087                          STATION RECOVERY (1981)
 EU0087
 EU0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0087'7.6 KM (4.7 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0087'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.2 KM (0.1 MI)
 EU0087'SOUTH OF MILEPOST 30, 30.8 METERS (101 FT) EAST OF THE CENTERLINE
 EU0087'OF THE EAST BOUND LANES, 28 METERS (92 FT) WEST OF THE RIGHT OF WAY
 EU0087'FENCE.
 EU0087'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 EU0087'THE MARK IS 1.8 M ABOVE THE EAST BOUND LANES.
 EU0087
 EU0087                          STATION RECOVERY (1995)
 EU0087
 EU0087'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 EU0087'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 EU0087'THE STATION IS LOCATED APPROXIMATELY 7.6 KM (4.70 MI) NORTHEAST OF THE
 EU0087'CITY OF YUCCA ALONG THE EAST BOUND LANES OF INTERSTATE 40.  THE
 EU0087'STATION IS LOCATED ON STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH
 EU0087'THE STATION FROM THE ALAMO ROAD OVERPASS (EXIT 25 ON INTERSTATE 40) IN
 EU0087'YUCCA, GO 7.4 KM (4.60 MI) NORTHEAST ALONG THE EAST BOUND LANES OF
 EU0087'INTERSTATE 40 TO THE STATION ON THE RIGHT THE STATION IS A STANDARD
 EU0087'CGS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.08 M (0.26 FT)
 EU0087'ABOVE GROUND LEVEL.  THE STATION IS LOCATED 240 M (787.4 FT) SOUTH OF
 EU0087'MILEPOST 30, 30.8 M (101.0 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0087'BOUND LANES OF INTERSTATE 40, 28.0 M (91.9 FT) WEST OF THE RIGHT OF
 EU0087'WAY FENCE, 1.8 M (5.9 FT) ABOVE THE EAST BOUND LANES, AND 1.0 M (3.3
 EU0087'FT) SOUTH FROM A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0086 ***********************************************************************
 EU0086  DESIGNATION -  CAN RM 1
 EU0086  PID         -  EU0086
 EU0086  STATE/COUNTY-  AZ/MOHAVE
 EU0086  USGS QUAD   -  YUCCA NW (1970)
 EU0086
 EU0086                         *CURRENT SURVEY CONTROL
 EU0086  ___________________________________________________________________
 EU0086* NAD 83(1986)-  34 55 39.     (N)    114 08 58.     (W)     SCALED    
 EU0086* NAVD 88     -       624.509  (meters)    2048.91   (feet)  ADJUSTED  
 EU0086  ___________________________________________________________________
 EU0086  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0086  DYNAMIC HT  -         623.809 (meters)    2046.61  (feet)  COMP
 EU0086  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0086
 EU0086  VERT ORDER  -  FIRST     CLASS II
 EU0086
 EU0086.The horizontal coordinates were scaled from a topographic map and have
 EU0086.an estimated accuracy of +/- 6 seconds.
 EU0086
 EU0086.The orthometric height was determined by differential leveling
 EU0086.and adjusted by the National Geodetic Survey in June 1991..
 EU0086
 EU0086.The geoid height was determined by GEOID03.
 EU0086
 EU0086.The dynamic height is computed by dividing the NAVD 88
 EU0086.geopotential number by the normal gravity value computed on the
 EU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0086.degrees latitude (g = 980.6199 gals.).
 EU0086
 EU0086.The modeled gravity was interpolated from observed gravity values.
 EU0086
 EU0086;                    North         East    Units  Estimated Accuracy
 EU0086;SPC AZ W     -   435,620.      176,870.      MT  (+/- 180 meters Scaled)
 EU0086
 EU0086                          SUPERSEDED SURVEY CONTROL
 EU0086
 EU0086  NGVD 29 (??/??/??)  623.777  (m)         2046.51   (f) ADJUSTED    1 2
 EU0086
 EU0086.Superseded values are not recommended for survey control.
 EU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0086.See file dsdata.txt to determine how the superseded data were derived.
 EU0086
 EU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU603687(NAD 83)
 EU0086_MARKER: DR = REFERENCE MARK DISK
 EU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0086_STAMPING: CAN NO 1 1961
 EU0086_MARK LOGO: CGS   
 EU0086_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0086+STABILITY: SURFACE MOTION
 EU0086
 EU0086  HISTORY     - Date     Condition        Report By
 EU0086  HISTORY     - 1961     MONUMENTED       CGS
 EU0086  HISTORY     - 1981     GOOD             NGS
 EU0086
 EU0086                          STATION DESCRIPTION
 EU0086
 EU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0086'4.3 MI NE FROM YUCCA.
 EU0086'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0086'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0086'YARDS EAST TO THE TOP OF A SAND RIDGE, 279 FEET EAST OF THE
 EU0086'CENTER OF THE HIGHWAY, 179 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0086'222 FEET NORTHEAST OF A POWER POLE, 40.0 FEET NORTH-NORTHEAST OF
 EU0086'TRAVERSE STATION CAN, 40.9 FEET NORTH-NORTHEAST OF A METAL
 EU0086'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0086
 EU0086                          STATION RECOVERY (1981)
 EU0086
 EU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0086'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0086'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.55 KM (0.35 MI)
 EU0086'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 85 METERS (279 FT)
 EU0086'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 12.2 METERS (40 FT)
 EU0086'NORTHEAST OF STATION CAN, 26.4 METERS (86.5 FT) EAST OF THE RIGHT OF
 EU0086'WAY FENCE.
 EU0086'THE MARK IS 12.5 METERS  NE FROM A WITNESS POST.
 EU0086'THE MARK IS 3.7 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0085 ***********************************************************************
 EU0085  DESIGNATION -  CAN RM 2
 EU0085  PID         -  EU0085
 EU0085  STATE/COUNTY-  AZ/MOHAVE
 EU0085  USGS QUAD   -  YUCCA NW (1970)
 EU0085
 EU0085                         *CURRENT SURVEY CONTROL
 EU0085  ___________________________________________________________________
 EU0085* NAD 83(1986)-  34 55 39.     (N)    114 08 58.     (W)     SCALED    
 EU0085* NAVD 88     -       624.103  (meters)    2047.58   (feet)  ADJUSTED  
 EU0085  ___________________________________________________________________
 EU0085  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0085  DYNAMIC HT  -         623.404 (meters)    2045.28  (feet)  COMP
 EU0085  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0085
 EU0085  VERT ORDER  -  FIRST     CLASS II
 EU0085
 EU0085.The horizontal coordinates were scaled from a topographic map and have
 EU0085.an estimated accuracy of +/- 6 seconds.
 EU0085
 EU0085.The orthometric height was determined by differential leveling
 EU0085.and adjusted by the National Geodetic Survey in June 1991..
 EU0085
 EU0085.The geoid height was determined by GEOID03.
 EU0085
 EU0085.The dynamic height is computed by dividing the NAVD 88
 EU0085.geopotential number by the normal gravity value computed on the
 EU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0085.degrees latitude (g = 980.6199 gals.).
 EU0085
 EU0085.The modeled gravity was interpolated from observed gravity values.
 EU0085
 EU0085;                    North         East    Units  Estimated Accuracy
 EU0085;SPC AZ W     -   435,620.      176,870.      MT  (+/- 180 meters Scaled)
 EU0085
 EU0085                          SUPERSEDED SURVEY CONTROL
 EU0085
 EU0085  NGVD 29 (??/??/??)  623.371  (m)         2045.18   (f) ADJUSTED    1 2
 EU0085
 EU0085.Superseded values are not recommended for survey control.
 EU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0085.See file dsdata.txt to determine how the superseded data were derived.
 EU0085
 EU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU603687(NAD 83)
 EU0085_MARKER: DR = REFERENCE MARK DISK
 EU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0085_STAMPING: CAN NO 2 1961
 EU0085_MARK LOGO: CGS   
 EU0085_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0085+STABILITY: SURFACE MOTION
 EU0085
 EU0085  HISTORY     - Date     Condition        Report By
 EU0085  HISTORY     - 1961     MONUMENTED       CGS
 EU0085  HISTORY     - 1981     GOOD             NGS
 EU0085
 EU0085                          STATION DESCRIPTION
 EU0085
 EU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0085'4.3 MI NE FROM YUCCA.
 EU0085'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0085'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0085'YARDS EAST TO THE TOP OF A SAND RIDGE, 300 FEET EAST OF THE
 EU0085'CENTER OF THE HIGHWAY, 200 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0085'224 FEET NORTHEAST OF A POWER POLE, 36.4 FEET SOUTHEAST OF TRAVERSE
 EU0085'STATION CAN, 40.9 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 EU0085'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0085
 EU0085                          STATION RECOVERY (1981)
 EU0085
 EU0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0085'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0085'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN ALAMO, 0.55 KM (0.35 MI)
 EU0085'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 91.4 METTERS (300 FT)
 EU0085'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 11.1 METERS (36.4 FT)
 EU0085'SOUTHEAST OF STATION CAN, 32.9 METERS (108 FT) EAST OF THE RIGHT OF
 EU0085'WAY FENCE.
 EU0085'THE MARK IS 12.5 METERS  SE FROM A WITNESS POST.
 EU0085'THE MARK IS 3.7 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0437 ***********************************************************************
 DV0437  DESIGNATION -  CANAL
 DV0437  PID         -  DV0437
 DV0437  STATE/COUNTY-  AZ/MARICOPA
 DV0437  USGS QUAD   -  TOLLESON (1982)
 DV0437
 DV0437                         *CURRENT SURVEY CONTROL
 DV0437  ___________________________________________________________________
 DV0437* NAD 83(1992)-  33 23 40.84072(N)    112 22 30.58710(W)     ADJUSTED  
 DV0437* NAVD 88     -       280.64   (+/-2cm)     920.7    (feet)  VERTCON   
 DV0437  ___________________________________________________________________
 DV0437  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DV0437  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0437
 DV0437  HORZ ORDER  -  SECOND
 DV0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0437
 DV0437.The horizontal coordinates were established by classical geodetic methods
 DV0437.and adjusted by the National Geodetic Survey in August 1993..
 DV0437
 DV0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0437.The vertical order pertains to the NGVD 29 superseded value.
 DV0437
 DV0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0437
 DV0437.The geoid height was determined by GEOID03.
 DV0437
 DV0437;                    North         East     Units Scale Factor Converg.
 DV0437;SPC AZ C     -   265,614.032   170,707.909   MT  0.99992242   -0 15 08.5
 DV0437;SPC AZ C     -   871,437.11    560,065.32   iFT  0.99992242   -0 15 08.5
 DV0437;UTM  12      - 3,695,887.213   372,108.113   MT  0.99980166   -0 45 25.2
 DV0437
 DV0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0437!SPC AZ C     -   0.99996071  x   0.99992242  =   0.99988313
 DV0437!UTM  12      -   0.99996071  x   0.99980166  =   0.99976237
 DV0437
 DV0437:                Primary Azimuth Mark                     Grid Az
 DV0437:SPC AZ C     -  LITCHFIELD PARK NAF CONT TWR             009 45 14.0
 DV0437:UTM  12      -  LITCHFIELD PARK NAF CONT TWR             010 15 30.7
 DV0437
 DV0437|---------------------------------------------------------------------|
 DV0437| PID    Reference Object                     Distance      Geod. Az  |
 DV0437|                                                           dddmmss.s |
 DV0437| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 3.6 KM 0093005.5 |
 DV0437| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 3.8 KM 0123146.2 |
 DV0437| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.3 KM 0163054.8 |
 DV0437| DV0436 CANAL RM 1                           25.240 METERS 10104     |
 DV0437| DV0435 CANAL RM 2                           18.904 METERS 13854     |
 DV0437| CH4937 T L ZS 8                                           1740447.4 |
 DV0437| DV2130 BRADLEY                             APPROX. 4.3 KM 2355749.7 |
 DV0437|---------------------------------------------------------------------|
 DV0437
 DV0437                          SUPERSEDED SURVEY CONTROL
 DV0437
 DV0437  NAD 83(1986)-  33 23 40.83493(N)    112 22 30.59149(W) AD(       ) 2
 DV0437  NAD 27      -  33 23 40.68040(N)    112 22 28.02290(W) AD(       ) 2
 DV0437  NGVD 29 (??/??/92)  279.998  (m)          918.63   (f) ADJ UNCH    2 0
 DV0437
 DV0437.Superseded values are not recommended for survey control.
 DV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0437.See file dsdata.txt to determine how the superseded data were derived.
 DV0437
 DV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7210895887(NAD 83)
 DV0437_MARKER: DE = TRAVERSE STATION DISK
 DV0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0437_SP_SET: CONCRETE POST
 DV0437_STAMPING: CANAL 1962
 DV0437_MARK LOGO: CGS   
 DV0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0437+STABILITY: SURFACE MOTION
 DV0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0437+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DV0437
 DV0437  HISTORY     - Date     Condition        Report By
 DV0437  HISTORY     - 1962     MONUMENTED       CGS
 DV0437  HISTORY     - 1962     GOOD             CGS
 DV0437  HISTORY     - 1972     GOOD             USE
 DV0437  HISTORY     - 19920315 GOOD             NGS
 DV0437  HISTORY     - 20040819 GOOD             DEWDAV
 DV0437
 DV0437                          STATION DESCRIPTION
 DV0437
 DV0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0437'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF AVONDALE,
 DV0437'ABOUT 1-1/4 MILE SOUTH OF U.S. HIGHWAY 80 AND IS JUST NORTHWEST
 DV0437'OF A SMALL CONCRETE BRIDGE OVER A CANAL.
 DV0437'
 DV0437'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV0437'ON WESTERN AVENUE FOR 0.85 MILE TO A CROSSROAD AND TRAFFIC
 DV0437'LIGHT IN GOODYEAR, TURN LEFT, GO SOUTH FOR 0.75 MILE TO U.S.
 DV0437'HIGHWAY 80, TURN RIGHT, GO SOUTHWEST ON U.S. HIGHWAY 80 FOR
 DV0437'1.2 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO SOUTH ON BULLARD
 DV0437'AVENUE FOR 0.6 MILE TO A CROSSROAD (W BULLARD-W BROADWAY),
 DV0437'CONTINUE SOUTH ON BULLARD AVENUE FOR 0.8 MILE TO BRIDGE OVER
 DV0437'CANAL AND THE STATION ON THE RIGHT.
 DV0437'
 DV0437'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0437'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0437'CANAL 1962.  THE MARK IS 38 FEET NORTH-NORTHWEST OF THE NORTHWEST
 DV0437'CORNER OF CONCRETE BRIDGE, 38 FEET NORTH OF THE NORTH EDGE
 DV0437'OF CANAL, 26 FEET WEST OF CENTER OF ROAD, 6.5 FEET NORTH OF
 DV0437'POWER LINE POLE AND 3.7 FEET SOUTH OF WITNESS POST.
 DV0437'
 DV0437'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0437'ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND IS
 DV0437'STAMPED CANAL NO 1 1962.  THE MARK IS 83.8 FEET EAST OF WITNESS
 DV0437'POST, 56 FEET EAST OF CENTER OF ROAD, 55 FEET NORTH OF THE NORTH
 DV0437'EDGE OF CANAL AND 50 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DV0437'CORNER OF BRIDGE.
 DV0437'
 DV0437'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0437'HOLE IN THE NORTHEAST CORNER OF CONCRETE BRIDGE AND IS STAMPED
 DV0437'CANAL NO 2 1962.  THE MARK IS 65.2 FEET SOUTHEAST OF WITNESS
 DV0437'POST AND 14 FEET EAST OF CENTER OF ROAD.
 DV0437'
 DV0437'AZIMUTH MARK, A U.S. ARMY CORPS OF ENGINEERS BRONZE DISK
 DV0437'SET IN TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 DV0437'INCHES AND IS STAMPED T L ZS 8 1960.  THE MARK IS ENCIRCLED BY
 DV0437'BLACK PAINTED ROCKS, IS 79 FEET EAST OF CENTER OF ROAD AND 7.3
 DV0437'FEET WEST OF WITNESS POST.
 DV0437'
 DV0437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 DV0437'MILE TO THE MARK ON THE LEFT.
 DV0437'
 DV0437'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 50.91 FEET OR 15.517
 DV0437'METERS.
 DV0437'
 DV0437'HEIGHT OF LIGHT ABOVE STATION MARK 4.15 METERS.
 DV0437
 DV0437                          STATION RECOVERY (1962)
 DV0437
 DV0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0437'4.2 MI SW FROM AVONDALE.
 DV0437'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0437'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0437'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0437'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, 26.5 FEET WEST OF THE
 DV0437'CENTER OF BULLARD AVENUE, 38.5 FEET NORTHWEST OF THE NORTH END OF THE
 DV0437'WEST HEADWALL OF THE BRIDGE OVER A CANAL, 49 FEET SOUTH OF THE CENTER
 DV0437'OF A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL, 6.5 FEET NORTHEAST
 DV0437'OF A POWER POLE, 3.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 DV0437'ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0437'PROJECTING 2 INCHES.
 DV0437
 DV0437                          STATION RECOVERY (1972)
 DV0437
 DV0437'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV0437'CANAL, 1962-GOOD
 DV0437'
 DV0437'CANAL NO 1, 1962-GOOD
 DV0437'
 DV0437'CANAL NO 2, 1962-GOOD
 DV0437'
 DV0437'DESCRIPTION IS ADEQUATE
 DV0437
 DV0437                          STATION RECOVERY (1992)
 DV0437
 DV0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0437'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0437'BUCKEYE, THENCE 21.3 KM (13.25 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV0437'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG BULLARD AVENUE, 24.1 M (79.1
 DV0437'FT) WEST OF THE AVENUE CENTERLINE, 20.1 M (65.9 FT) NORTHWEST OF THE
 DV0437'NORTHWEST CORNER OF THE AVENUE BRIDGE SPANNING BUCKEYE CANAL, 3.0 M
 DV0437'(9.8 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE, 1.1 M (3.6 FT)
 DV0437'NORTH OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DV0437'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DV0437
 DV0437                          STATION RECOVERY (2004)
 DV0437
 DV0437'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 DV0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0436 ***********************************************************************
 DV0436  DESIGNATION -  CANAL RM 1
 DV0436  PID         -  DV0436
 DV0436  STATE/COUNTY-  AZ/MARICOPA
 DV0436  USGS QUAD   -  TOLLESON (1982)
 DV0436
 DV0436                         *CURRENT SURVEY CONTROL
 DV0436  ___________________________________________________________________
 DV0436* NAD 83(1986)-  33 23 40.     (N)    112 22 31.     (W)     SCALED    
 DV0436* NAVD 88     -       280.37   (+/-2cm)     919.8    (feet)  VERTCON   
 DV0436  ___________________________________________________________________
 DV0436  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0436
 DV0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0436
 DV0436.The horizontal coordinates were scaled from a topographic map and have
 DV0436.an estimated accuracy of +/- 6 seconds.
 DV0436
 DV0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0436.The vertical order pertains to the NGVD 29 superseded value.
 DV0436
 DV0436.The geoid height was determined by GEOID03.
 DV0436
 DV0436;                    North         East    Units  Estimated Accuracy
 DV0436;SPC AZ C     -   265,590.      170,700.      MT  (+/- 180 meters Scaled)
 DV0436
 DV0436                          SUPERSEDED SURVEY CONTROL
 DV0436
 DV0436  NGVD 29 (??/??/92)  279.729  (m)          917.74   (f) ADJ UNCH    2 0
 DV0436
 DV0436.Superseded values are not recommended for survey control.
 DV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0436.See file dsdata.txt to determine how the superseded data were derived.
 DV0436
 DV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB720958(NAD 83)
 DV0436_MARKER: DR = REFERENCE MARK DISK
 DV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0436_STAMPING: CANAL NO 1 1962
 DV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0436+STABILITY: SURFACE MOTION
 DV0436
 DV0436  HISTORY     - Date     Condition        Report By
 DV0436  HISTORY     - 1962     MONUMENTED       CGS
 DV0436  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0436
 DV0436                          STATION DESCRIPTION
 DV0436
 DV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0436'4.2 MI SW FROM AVONDALE.
 DV0436'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0436'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0436'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0436'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, 56 FEET EAST OF THE
 DV0436'CENTER OF BULLARD AVENUE, 49.5 FEET NORTHEAST OF THE NORTH END OF THE
 DV0436'EAST HEADWALL OF THE BRIDGE OVER A CANAL, 19 FEET NORTH OF THE CENTER
 DV0436'OF A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL, 82.8 FEET EAST OF
 DV0436'TRAVERSE STATION CANAL, 83.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 DV0436'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0436'POST PROJECTING 6 INCHES.
 DV0436
 DV0436                          STATION RECOVERY (1992)
 DV0436
 DV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0435 ***********************************************************************
 DV0435  DESIGNATION -  CANAL RM 2
 DV0435  PID         -  DV0435
 DV0435  STATE/COUNTY-  AZ/MARICOPA
 DV0435  USGS QUAD   -  TOLLESON (1982)
 DV0435
 DV0435                         *CURRENT SURVEY CONTROL
 DV0435  ___________________________________________________________________
 DV0435* NAD 83(1986)-  33 23 40.     (N)    112 22 31.     (W)     SCALED    
 DV0435* NAVD 88     -       280.54   (+/-2cm)     920.4    (feet)  VERTCON   
 DV0435  ___________________________________________________________________
 DV0435  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0435
 DV0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0435
 DV0435.The horizontal coordinates were scaled from a topographic map and have
 DV0435.an estimated accuracy of +/- 6 seconds.
 DV0435
 DV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0435.The vertical order pertains to the NGVD 29 superseded value.
 DV0435
 DV0435.The geoid height was determined by GEOID03.
 DV0435
 DV0435;                    North         East    Units  Estimated Accuracy
 DV0435;SPC AZ C     -   265,590.      170,700.      MT  (+/- 180 meters Scaled)
 DV0435
 DV0435                          SUPERSEDED SURVEY CONTROL
 DV0435
 DV0435  NGVD 29 (??/??/92)  279.898  (m)          918.30   (f) ADJ UNCH    2 0
 DV0435
 DV0435.Superseded values are not recommended for survey control.
 DV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0435.See file dsdata.txt to determine how the superseded data were derived.
 DV0435
 DV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB720958(NAD 83)
 DV0435_MARKER: DR = REFERENCE MARK DISK
 DV0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0435_SP_SET: BRIDGE
 DV0435_STAMPING: CANAL NO 2 1962
 DV0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0435
 DV0435  HISTORY     - Date     Condition        Report By
 DV0435  HISTORY     - 1962     MONUMENTED       CGS
 DV0435  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0435
 DV0435                          STATION DESCRIPTION
 DV0435
 DV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0435'4.2 MI SW FROM AVONDALE.
 DV0435'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0435'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0435'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0435'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, SET IN TOP OF THE NORTH
 DV0435'END OF THE EAST HEADWALL OF THE CANAL BRIDGE, 14.5 FEET EAST OF THE
 DV0435'CENTER OF BULLARD AVENUE, 62.4 FEET SOUTHEAST OF TRAVERSE STATION
 DV0435'CANAL, 65.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 DV0435'ABOVE THE LEVEL OF BULLARD AVENUE.
 DV0435
 DV0435                          STATION RECOVERY (1992)
 DV0435
 DV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0435'THE DESCRIBED BRIDGE HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2097 ***********************************************************************
 DU2097  DESIGNATION -  CANARR
 DU2097  PID         -  DU2097
 DU2097  STATE/COUNTY-  AZ/MARICOPA
 DU2097  USGS QUAD   -  HIGLEY (1981)
 DU2097
 DU2097                         *CURRENT SURVEY CONTROL
 DU2097  ___________________________________________________________________
 DU2097* NAD 83(1992)-  33 19 36.25814(N)    111 44 53.85265(W)     ADJUSTED  
 DU2097* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 DU2097  ___________________________________________________________________
 DU2097  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DU2097  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU2097
 DU2097  HORZ ORDER  -  THIRD
 DU2097
 DU2097.The horizontal coordinates were established by classical geodetic methods
 DU2097.and adjusted by the National Geodetic Survey in August 1993..
 DU2097
 DU2097.The orthometric height was scaled from a topographic map.
 DU2097
 DU2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2097
 DU2097.The geoid height was determined by GEOID03.
 DU2097
 DU2097;                    North         East     Units Scale Factor Converg.
 DU2097;SPC AZ C     -   257,998.266   229,035.304   MT  0.99990303   +0 05 33.0
 DU2097;SPC AZ C     -   846,451.00    751,428.16   iFT  0.99990303   +0 05 33.0
 DU2097;UTM  12      - 3,687,760.014   430,355.639   MT  0.99965980   -0 24 40.1
 DU2097
 DU2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2097!SPC AZ C     -   0.99994369  x   0.99990303  =   0.99984673
 DU2097!UTM  12      -   0.99994369  x   0.99965980  =   0.99960351
 DU2097
 DU2097|---------------------------------------------------------------------|
 DU2097| PID    Reference Object                     Distance      Geod. Az  |
 DU2097|                                                           dddmmss.s |
 DU2097| CH4939 CANARR RM 1                          17.269 METERS 13312     |
 DU2097| CH4938 CANARR AZ MK                                       2181901.1 |
 DU2097| CH4940 CANARR RM 2                          19.059 METERS 23922     |
 DU2097|---------------------------------------------------------------------|
 DU2097
 DU2097                          SUPERSEDED SURVEY CONTROL
 DU2097
 DU2097  NAD 83(1986)-  33 19 36.25247(N)    111 44 53.85619(W) AD(       ) 3
 DU2097  NAD 27      -  33 19 36.07500(N)    111 44 51.36300(W) AD(       ) 3
 DU2097
 DU2097.Superseded values are not recommended for survey control.
 DU2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2097.See file dsdata.txt to determine how the superseded data were derived.
 DU2097
 DU2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3035687760(NAD 83)
 DU2097_MARKER: DS = TRIANGULATION STATION DISK
 DU2097_SETTING: 0 = UNSPECIFIED SETTING
 DU2097
 DU2097  HISTORY     - Date     Condition        Report By
 DU2097  HISTORY     - 1936     MONUMENTED       CGS
 DU2097  HISTORY     - 1942     SEE DESCRIPTION  BOR
 DU2097  HISTORY     - 1956     MARK NOT FOUND   AMS
 DU2097  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 DU2097
 DU2097                          STATION DESCRIPTION
 DU2097
 DU2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2097'AT THE INTERSECTION OF HIGHLAND OR EASTERN CANAL WITH THE SOUTHERN
 DU2097'PACIFIC RAILROAD, 7.1 METERS NORTHWEST OF THE NORTHWEST BANK OF
 DU2097'THE CANAL, 2.1 METERS SOUTHEAST OF A WIRE FENCE AT A POINT
 DU2097'WHERE IT MAKES A JOG, 16.5 METERS SOUTHWEST OF A CONCRETE WATER
 DU2097'GATE, AND 32.8 METERS SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DU2097'RAILROAD TRACKS.  THERE IS A ROAD BETWEEN THE STATION AND THE CANAL.
 DU2097'(THE CANAL RUNS APPROXIMATELY NORTHEAST AND SOUTHWEST, AND THE
 DU2097'RAILROAD RUNS APPROXIMATELY NORTHWEST AND SOUTHEAST.)
 DU2097'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS IN THE TOP OF
 DU2097'PIPES WHICH ARE SET IN CONCRETE.  THE CONCRETE IS A CIRCULAR
 DU2097'MASS, THE TOP OF WHICH IS ABOUT 3 INCHES BELOW THE GROUND
 DU2097'SURFACE.  THE DISK PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 DU2097'SURFACE AND ABOUT 11 INCHES ABOVE THE TOP OF THE CONCRETE.
 DU2097'REFERENCE MARK NO. 1 IS 40 PACES SOUTHWEST OF THE SOUTHWEST
 DU2097'RAIL OF THE RAILROAD TRACKS, 5 PACES SOUTHWEST OF A WIRE FENCE,
 DU2097'ABOUT 1 METER SOUTHEAST OF THE SOUTHEAST BANK OF THE CONCRETE
 DU2097'CANAL AND 17.269 METERS (56.66 FEET) FROM STATION
 DU2097'S 46 DEG 48 MIN E.  REFERENCE MARK NO. 2 IS ABOUT 51 METERS
 DU2097'SOUTHWEST OF THE SOUTHWEST RAIL (MENTIONED ABOVE), 13.8
 DU2097'METERS NORTHWEST OF THE NORTHWEST BANK OF THE CANAL, 6 INCHES
 DU2097'EAST OF A WIRE FENCE LINE AND 19.059 METERS (62.53 FEET)
 DU2097'FROM STATION S 59 DEG 22 MIN W.  THE AZIMUTH MARK, A
 DU2097'STANDARD BRONZE DISK, IS ABOUT ONE-FOURTH MILE
 DU2097'SOUTHWEST OF THE RAILROAD, ON THE NORTHWEST SIDE OF THE CANAL
 DU2097'ABOUT HALFWAY BETWEEN THE ROAD, AND THE RIGHT-OF-WAY FENCE AND
 DU2097'0.2 MILE FROM STATION S 38 DEG 19 MIN W.
 DU2097
 DU2097                          STATION RECOVERY (1942)
 DU2097
 DU2097'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1942
 DU2097'BRONZE DISK BROKEN, SUPPORTING PIPE BENT OVER, REFERENCE MARKS
 DU2097'INTACT.
 DU2097
 DU2097                          STATION RECOVERY (1956)
 DU2097
 DU2097'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2097'STATION NOT FOUND - INDICATED MEASUREMENT WOULD PLACE MARK ON A
 DU2097'FIELD DRIVE AND AS IT PROJECTED ABOVE GROUND IT IS BELIEVED
 DU2097'TO BE DESTROYED.
 DU2097'
 DU2097'REFERENCE MARK 2 WAS FOUND BADLY BENT OVER.
 DU2097'
 DU2097'REFERENCE MARK 1 NOT FOUND.
 DU2097'
 DU2097'AZIMUTH MARK FOUND DESTROYED.
 DU2097
 DU2097                          STATION RECOVERY (2005)
 DU2097
 DU2097'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2097'THE ADJUSTED COORDINATES POINT TO THE MIDDLE OF AN ASPHALT PAVED
 DU2097'WALKWAY. AN ATTEMPT TO LOCATE REFERENCE MARK 2 WAS ALSO MADE, AND A
 DU2097'WIRE LINE FENCE WAS LOCATED APPROXIMATELY 62 FEET FROM THE ADJUSTED
 DU2097'COORDINATES OF THE STATION, BUT PROBING AN INCH INTO THE HARD PACK
 DU2097'SOIL IN THE AREA DID NOT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1162 ***********************************************************************
 CG1162  DESIGNATION -  CANARY
 CG1162  PID         -  CG1162
 CG1162  STATE/COUNTY-  AZ/COCHISE
 CG1162  USGS QUAD   -  MC GREW SPRING (1973)
 CG1162
 CG1162                         *CURRENT SURVEY CONTROL
 CG1162  ___________________________________________________________________
 CG1162* NAD 83(1992)-  31 52 20.10273(N)    110 20 29.70171(W)     ADJUSTED  
 CG1162* NAVD 88     -      1400.1    (meters)    4593.     (feet)  VERTCON   
 CG1162  ___________________________________________________________________
 CG1162  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CG1162  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG1162
 CG1162  HORZ ORDER  -  SECOND
 CG1162
 CG1162.The horizontal coordinates were established by classical geodetic methods
 CG1162.and adjusted by the National Geodetic Survey in August 1993..
 CG1162
 CG1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1162
 CG1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1162
 CG1162.The geoid height was determined by GEOID03.
 CG1162
 CG1162;                    North         East     Units Scale Factor Converg.
 CG1162;SPC AZ E     -    96,716.215   196,810.298   MT  0.99990338   -0 05 32.5
 CG1162;SPC AZ E     -   317,310.42    645,703.08   iFT  0.99990338   -0 05 32.5
 CG1162;SPC AZ C     -    97,784.708   362,393.984   MT  1.00017385   +0 49 54.6
 CG1162;SPC AZ C     -   320,815.97  1,188,956.64   iFT  1.00017385   +0 49 54.6
 CG1162;UTM  12      - 3,526,464.747   562,277.613   MT  0.99964783   +0 20 51.6
 CG1162
 CG1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1162!SPC AZ E     -   0.99978456  x   0.99990338  =   0.99968796
 CG1162!SPC AZ C     -   0.99978456  x   1.00017385  =   0.99995838
 CG1162!UTM  12      -   0.99978456  x   0.99964783  =   0.99943247
 CG1162
 CG1162|---------------------------------------------------------------------|
 CG1162| PID    Reference Object                     Distance      Geod. Az  |
 CG1162|                                                           dddmmss.s |
 CG1162| CS6096 CANARY RM 1                          10.632 METERS 20844     |
 CG1162| CS6097 CANARY RM 2                          11.553 METERS 33329     |
 CG1162|---------------------------------------------------------------------|
 CG1162
 CG1162                          SUPERSEDED SURVEY CONTROL
 CG1162
 CG1162  NAD 83(1986)-  31 52 20.09633(N)    110 20 29.69834(W) AD(       ) 2
 CG1162  NGVD 29 (06/28/91) 1399.2    (m)         4591.     (f) VERT ANG       
 CG1162
 CG1162.Superseded values are not recommended for survey control.
 CG1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1162.See file dsdata.txt to determine how the superseded data were derived.
 CG1162
 CG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6227826465(NAD 83)
 CG1162_MARKER: DS = TRIANGULATION STATION DISK
 CG1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1162+STABILITY: SURFACE MOTION
 CG1162
 CG1162  HISTORY     - Date     Condition        Report By
 CG1162  HISTORY     - 1986     MONUMENTED       AZDT
 CG1162  HISTORY     - 19981001 GOOD             USPSQD
 CG1162  HISTORY     - 20051031 MARK NOT FOUND   NGS
 CG1162
 CG1162                          STATION DESCRIPTION
 CG1162
 CG1162'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1162'THE STATION IS LOCATED 7 MILES SOUTHWEST OF BENSON ALONG THE WEST SIDE
 CG1162'OF STATE ROUTE 90.
 CG1162'
 CG1162'THE STATION MARK IS AN AZDT DISK STAMPED---CANARY 1986---.  IT IS SET
 CG1162'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 81 FEET WEST OF
 CG1162'THE CENTER LINE OF STATE ROUTE 90, 19 FEET EAST OF THE RIGHT OF WAY
 CG1162'FENCE AND 4 FEET SOUTH OF THE WITNESS POST.
 CG1162'
 CG1162'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CANARY RM 1 1986---.  IT IS
 CG1162'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1162'
 CG1162'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CANARY RM 2 1986---.  IT IS
 CG1162'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1162'
 CG1162'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1162'10 FOR 3 MILES TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG1162'S.R. 90 FOR 5.0 MILES TO A CROSS ROAD, CONTINUE SOUTH ALONG S.R. 90
 CG1162'FOR 1.4 MILES TO THE STATION ON THE RIGHT.  IT IS ON TOP OF A 25 FOOT
 CG1162'CUTBANK AT MILE POST 296.
 CG1162
 CG1162                          STATION RECOVERY (1998)
 CG1162
 CG1162'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1162'RECOVERED IN GOOD CONDITION.
 CG1162
 CG1162                          STATION RECOVERY (2005)
 CG1162
 CG1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1162'CIRCA 2000, HWY 90 WAS 4-LANED WITH NEW NORTH-BOUND LANES REMOVING ANY
 CG1162'SIGN OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1095 ***********************************************************************
 ET1095  DESIGNATION -  CANE
 ET1095  PID         -  ET1095
 ET1095  STATE/COUNTY-  AZ/MOHAVE
 ET1095  USGS QUAD   -  PILGRIM WASH (1967)
 ET1095
 ET1095                         *CURRENT SURVEY CONTROL
 ET1095  ___________________________________________________________________
 ET1095* NAD 83(1992)-  34 54 13.56169(N)    113 39 22.14144(W)     ADJUSTED  
 ET1095* NAVD 88     -       813.4    (meters)    2669.     (feet)  VERTCON   
 ET1095  ___________________________________________________________________
 ET1095  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 ET1095  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET1095
 ET1095  HORZ ORDER  -  SECOND
 ET1095
 ET1095.The horizontal coordinates were established by classical geodetic methods
 ET1095.and adjusted by the National Geodetic Survey in August 1993..
 ET1095
 ET1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1095
 ET1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1095
 ET1095.The geoid height was determined by GEOID03.
 ET1095
 ET1095;                    North         East     Units Scale Factor Converg.
 ET1095;SPC AZ W     -   432,917.690   221,936.806   MT  0.99993424   +0 03 13.3
 ET1095;SPC AZ W     - 1,420,333.63    728,139.13   iFT  0.99993424   +0 03 13.3
 ET1095;UTM  12      - 3,865,591.521   257,308.206   MT  1.00032599   -1 31 14.1
 ET1095
 ET1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1095!SPC AZ W     -   0.99987683  x   0.99993424  =   0.99981108
 ET1095!UTM  12      -   0.99987683  x   1.00032599  =   1.00020278
 ET1095
 ET1095|---------------------------------------------------------------------|
 ET1095| PID    Reference Object                     Distance      Geod. Az  |
 ET1095|                                                           dddmmss.s |
 ET1095| CH2857 CANE RM 1                             9.095 METERS 16918     |
 ET1095| ET1097 NITE                                APPROX. 5.8 KM 3482008.1 |
 ET1095| CH2858 CANE RM 2                             8.665 METERS 34909     |
 ET1095|---------------------------------------------------------------------|
 ET1095
 ET1095                          SUPERSEDED SURVEY CONTROL
 ET1095
 ET1095  NAD 83(1986)-  34 54 13.56254(N)    113 39 22.14700(W) AD(       ) 2
 ET1095  NAD 27      -  34 54 13.52685(N)    113 39 19.36256(W) AD(       ) 2
 ET1095  NGVD 29 (07/19/86)  812.6    (m)         2666.     (f) VERT ANG       
 ET1095
 ET1095.Superseded values are not recommended for survey control.
 ET1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1095.See file dsdata.txt to determine how the superseded data were derived.
 ET1095
 ET1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5730865592(NAD 83)
 ET1095_MARKER: DD = SURVEY DISK
 ET1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1095
 ET1095  HISTORY     - Date     Condition        Report By
 ET1095  HISTORY     - 1979     MONUMENTED       AZDT
 ET1095  HISTORY     - 19980702 GOOD             USPSQD
 ET1095
 ET1095                          STATION DESCRIPTION
 ET1095
 ET1095'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1095'THE STATION IS LOCATED ABOUT 14 MILES WEST NORTHWEST OF WICKIEUP ALONG
 ET1095'THE WEST SIDE OF U.S. HIGHWAY 93.
 ET1095'
 ET1095'THE STATION MARK IS AN ADOT DISK STAMPED, CANE 1979.  IT IS SET IN TOP
 ET1095'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  3.4
 ET1095'FEET EAST SOUTHEAST OF THE WITNESS POST.
 ET1095'
 ET1095'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CANE RM 1 1979.  IT IS SET
 ET1095'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1095'
 ET1095'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CANE RM 2 1979.  IT IS SET
 ET1095'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1095'
 ET1095'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1095'U.S. HIGHWAY 93 FOR 14.24 MILES TO A HIGHWAY CUT AND THE STATION ON
 ET1095'THE LEFT.  97 FEET WEST OF THE HIGHWAY CENTERLINE.
 ET1095
 ET1095                          STATION RECOVERY (1998)
 ET1095
 ET1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0622 ***********************************************************************
 GP0622  DESIGNATION -  CANE
 GP0622  PID         -  GP0622
 GP0622  STATE/COUNTY-  AZ/COCONINO
 GP0622  USGS QUAD   -  BUFFALO TANKS (1985)
 GP0622
 GP0622                         *CURRENT SURVEY CONTROL
 GP0622  ___________________________________________________________________
 GP0622* NAD 83(1992)-  36 31 48.14881(N)    111 56 34.76219(W)     ADJUSTED  
 GP0622* NAVD 88     -      1612.     (meters)    5289.     (feet)  SCALED    
 GP0622  ___________________________________________________________________
 GP0622  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 GP0622  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GP0622
 GP0622  HORZ ORDER  -  SECOND
 GP0622
 GP0622.The horizontal coordinates were established by classical geodetic methods
 GP0622.and adjusted by the National Geodetic Survey in August 1993..
 GP0622
 GP0622.The orthometric height was scaled from a topographic map.
 GP0622
 GP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0622
 GP0622.The geoid height was determined by GEOID03.
 GP0622
 GP0622;                    North         East     Units Scale Factor Converg.
 GP0622;SPC AZ C     -   613,322.797   211,002.856   MT  0.99990007   -0 00 56.4
 GP0622;SPC AZ C     - 2,012,213.90    692,266.59   iFT  0.99990007   -0 00 56.4
 GP0622;UTM  12      - 4,043,153.924   415,581.840   MT  0.99968780   -0 33 40.8
 GP0622
 GP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0622!SPC AZ C     -   0.99975061  x   0.99990007  =   0.99965070
 GP0622!UTM  12      -   0.99975061  x   0.99968780  =   0.99943849
 GP0622
 GP0622:                Primary Azimuth Mark                     Grid Az
 GP0622:SPC AZ C     -  ROCK CANYON                              309 56 06.2
 GP0622:UTM  12      -  ROCK CANYON                              310 28 50.6
 GP0622
 GP0622|---------------------------------------------------------------------|
 GP0622| PID    Reference Object                     Distance      Geod. Az  |
 GP0622|                                                           dddmmss.s |
 GP0622| GQ0266 ROCK CANYON                         APPROX.10.4 KM 3095509.8 |
 GP0622|---------------------------------------------------------------------|
 GP0622
 GP0622                          SUPERSEDED SURVEY CONTROL
 GP0622
 GP0622  NAD 83(1986)-  36 31 48.14617(N)    111 56 34.75742(W) AD(       ) 2
 GP0622  NAD 27      -  36 31 48.20000(N)    111 56 32.14100(W) AD(       ) 2
 GP0622
 GP0622.Superseded values are not recommended for survey control.
 GP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0622.See file dsdata.txt to determine how the superseded data were derived.
 GP0622
 GP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1558243154(NAD 83)
 GP0622_MARKER: DS = TRIANGULATION STATION DISK
 GP0622_SETTING: 80 = SET IN A BOULDER
 GP0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0622+STABILITY: SURFACE MOTION
 GP0622
 GP0622  HISTORY     - Date     Condition        Report By
 GP0622  HISTORY     - 1902     MONUMENTED       USGS
 GP0622  HISTORY     - 1933     GOOD             USGS
 GP0622  HISTORY     - 1934     GOOD             USGS
 GP0622
 GP0622                          STATION DESCRIPTION
 GP0622
 GP0622'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 GP0622'LOCATED 4 MI SE. OF CANE SPRINGS.  ON EAST BANK OF NORTH CANYON
 GP0622'WASH, NEAR NORTH LINE OF GRAND CANYON FOREST RESERVE.
 GP0622'
 GP0622'TO REACH FROM CANE SPRINGS, TAKE WAGON RD.
 GP0622'
 GP0622'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0622'IN ROCK UNDER CENTER OF CAIRN 6-1/2 FT. HIGH AND 6 FT. IN
 GP0622'DIAMETER AT BASE.
 GP0622'
 GP0622'RMS--NONE SET.
 GP0622
 GP0622                          STATION RECOVERY (1933)
 GP0622
 GP0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GP0622'RECOVERED IN GOOD CONDITION.
 GP0622
 GP0622                          STATION RECOVERY (1934)
 GP0622
 GP0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 GP0622'STATION CANE, IS ON THE EAST BANK OF THE NORTH CANYON WASH AT A
 GP0622'POINT 4 MILES SOUTHEAST OF CANE SPRINGS RANCH IN THE HOUSE
 GP0622'ROCK VALLEY, AND 1/4 MILE NORTHWEST OF THE GENERAL LAND OFFICE
 GP0622'PIPE MARKING QUARTER CORNER SECS. 11 AND 14, AND 44.75 FEET
 GP0622'EAST OF U.S. GEOLOGICAL SURVEY STATION CANE (1933), GEOLOGICAL
 GP0622'SURVEY STATION BEING MARKED BY A DISK SET IN ROCK UNDER A
 GP0622'ROCK CAIRN 6-1/2 FEET HIGH AND 6 FEET IN DIAMETER.  THE G.L.O.
 GP0622'
 GP0622'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0622'ON THE OLD HIGHWAY FOR 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH
 GP0622'OF PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0622'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT,
 GP0622'(SIGN READS HOUSE ROCK 13, LEES FERRY 40) GO 1.8 MILES TO THE
 GP0622'CANE RANCH (CANE SPRINGS), FROM HERE TAKE A DIM WAGON ROAD
 GP0622'LEADING EAST AND FOLLOW 5.5 MILES TO A DIM CROSS ROAD, TURN
 GP0622'RIGHT GO 0.6 MILE, TURN RIGHT (SOUTHWEST) ACROSS COUNTRY,
 GP0622'GO 0.4 MILE TO STATION.  THE GEOLOGICAL SURVEY CAIRN CAN BE
 GP0622'SEEN FROM ALL POINTS WITHIN 1/2 MILE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0623 ***********************************************************************
 GP0623  DESIGNATION -  CANE
 GP0623  PID         -  GP0623
 GP0623  STATE/COUNTY-  AZ/COCONINO
 GP0623  USGS QUAD   -  BUFFALO TANKS (1985)
 GP0623
 GP0623                         *CURRENT SURVEY CONTROL
 GP0623  ___________________________________________________________________
 GP0623* NAD 83(1992)-  36 31 48.20095(N)    111 56 34.21770(W)     ADJUSTED  
 GP0623* NAVD 88     -      1612.2    (meters)    5289.     (feet)  VERTCON   
 GP0623  ___________________________________________________________________
 GP0623  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 GP0623  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GP0623
 GP0623  HORZ ORDER  -  FIRST
 GP0623
 GP0623.The horizontal coordinates were established by classical geodetic methods
 GP0623.and adjusted by the National Geodetic Survey in August 1993..
 GP0623
 GP0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0623
 GP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0623
 GP0623.The geoid height was determined by GEOID03.
 GP0623
 GP0623;                    North         East     Units Scale Factor Converg.
 GP0623;SPC AZ C     -   613,324.400   211,016.400   MT  0.99990007   -0 00 56.1
 GP0623;SPC AZ C     - 2,012,219.16    692,311.02   iFT  0.99990007   -0 00 56.1
 GP0623;UTM  12      - 4,043,155.398   415,595.396   MT  0.99968777   -0 33 40.5
 GP0623
 GP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0623!SPC AZ C     -   0.99975058  x   0.99990007  =   0.99965067
 GP0623!UTM  12      -   0.99975058  x   0.99968777  =   0.99943843
 GP0623
 GP0623:                Primary Azimuth Mark                     Grid Az
 GP0623:SPC AZ C     -  T36N R4E SECS 11 14 1/4 COR              143 44 26.5
 GP0623:UTM  12      -  T36N R4E SECS 11 14 1/4 COR              144 17 10.9
 GP0623
 GP0623|---------------------------------------------------------------------|
 GP0623| PID    Reference Object                     Distance      Geod. Az  |
 GP0623|                                                           dddmmss.s |
 GP0623| CH2355 T36N R4E SECS 11 14 1/4 COR                        1434330.4 |
 GP0623| GP0622 CANE                                 13.640 METERS 26314     |
 GP0623| CH2856 CANE RM 1                            18.298 METERS 35206     |
 GP0623|---------------------------------------------------------------------|
 GP0623
 GP0623                          SUPERSEDED SURVEY CONTROL
 GP0623
 GP0623  NAD 83(1986)-  36 31 48.19831(N)    111 56 34.21294(W) AD(       ) 1
 GP0623  NAD 27      -  36 31 48.25200(N)    111 56 31.59700(W) AD(       ) 1
 GP0623  NGVD 29 (05/08/89) 1611.2    (m)         5286.     (f) VERT ANG       
 GP0623
 GP0623.Superseded values are not recommended for survey control.
 GP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0623.See file dsdata.txt to determine how the superseded data were derived.
 GP0623
 GP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1559543155(NAD 83)
 GP0623_MARKER: DS = TRIANGULATION STATION DISK
 GP0623_SETTING: 80 = SET IN A BOULDER
 GP0623_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0623
 GP0623  HISTORY     - Date     Condition        Report By
 GP0623  HISTORY     - 1934     MONUMENTED       CGS
 GP0623  HISTORY     - 1952     GOOD             CGS
 GP0623  HISTORY     - 1954     GOOD             USGS
 GP0623  HISTORY     - 1956     GOOD             USGS
 GP0623  HISTORY     - 1972     GOOD             AZHD
 GP0623
 GP0623                          STATION DESCRIPTION
 GP0623
 GP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0623'STATION IS ON THE EAST BANK OF THE NORTH CANYON WASH AT A
 GP0623'POINT 4 MILES SOUTHEAST OF CANE SPRINGS RANCH IN THE HOUSE
 GP0623'ROCK VALLEY, AND 1/4 MILE NORTHWEST OF THE GENERAL LAND OFFICE
 GP0623'PIPE MARKING QUARTER CORNER SECS. 11 AND 14, AND 44.75 FEET
 GP0623'EAST OF U.S. GEOLOGICAL SURVEY STATION CANE (1933), GEOLOGICAL
 GP0623'SURVEY STATION BEING MARKED BY A DISK SET IN ROCK UNDER A
 GP0623'ROCK CAIRN 6-1/2 FEET HIGH AND 6 FEET IN DIAMETER.  THE G.L.O.
 GP0623'PIPE WAS USED AS AZIMUTH MARK.
 GP0623'
 GP0623'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0623'ON THE OLD HIGHWAY FOR 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH
 GP0623'OF PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0623'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT,
 GP0623'(SIGN READS HOUSE ROCK 13, LEES FERRY 40) GO 1.8 MILES TO THE
 GP0623'CANE RANCH (CANE SPRINGS), FROM HERE TAKE A DIM WAGON ROAD
 GP0623'LEADING EAST AND FOLLOW 5.5 MILES TO A DIM CROSS ROAD, TURN
 GP0623'RIGHT GO 0.6 MILE, TURN RIGHT (SOUTHWEST) ACROSS COUNTRY,
 GP0623'GO 0.4 MILE TO STATION.  THE GEOLOGICAL SURVEY CAIRN CAN BE
 GP0623'SEEN FROM ALL POINTS WITHIN 1/2 MILE OF THE STATION.
 GP0623'
 GP0623'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0623
 GP0623                          STATION RECOVERY (1952)
 GP0623
 GP0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0623'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 GP0623'ORIGINALLY DESCRIBED.
 GP0623'
 GP0623'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GP0623
 GP0623                          STATION RECOVERY (1954)
 GP0623
 GP0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0623'RECOVERED IN GOOD CONDITION.
 GP0623
 GP0623                          STATION RECOVERY (1956)
 GP0623
 GP0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0623'RECOVERED IN GOOD CONDITION.
 GP0623
 GP0623                          STATION RECOVERY (1972)
 GP0623
 GP0623'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0623'GENERAL LOCATION ABOUT 4 MILES S.E. OF CANE SPRINGS RANCH
 GP0623'AND 1/4 MILE NW OF USGLOS PIPE MARKING 1/4 CORN. SEC 11 AND
 GP0623'14 (HOUSE ROCK VALLEY).
 GP0623'
 GP0623'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GP0623'NOTES.
 GP0623'
 GP0623'STATION MARK STD USC AND GS BC STAMPED CANE 1934.
 GP0623'
 GP0623'REFERENCE MARKS STD USC AND GS BC STAMPED NO 1 1934 CON
 GP0623'GOOD.
 GP0623'
 GP0623'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1522 ***********************************************************************
 DA1522  DESIGNATION -  CANE
 DA1522  PID         -  DA1522
 DA1522  STATE/COUNTY-  AZ/PIMA
 DA1522  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1522
 DA1522                         *CURRENT SURVEY CONTROL
 DA1522  ___________________________________________________________________
 DA1522* NAD 83(1992)-  32 06 06.66848(N)    112 45 15.26709(W)     ADJUSTED  
 DA1522* NAVD 88     -       605.6    (meters)    1987.     (feet)  VERTCON   
 DA1522  ___________________________________________________________________
 DA1522  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 DA1522  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DA1522
 DA1522  HORZ ORDER  -  THIRD
 DA1522
 DA1522.The horizontal coordinates were established by classical geodetic methods
 DA1522.and adjusted by the National Geodetic Survey in August 1993..
 DA1522
 DA1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1522
 DA1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1522
 DA1522.The geoid height was determined by GEOID03.
 DA1522
 DA1522;                    North         East     Units Scale Factor Converg.
 DA1522;SPC AZ C     -   122,467.138   134,309.270   MT  0.99997704   -0 26 42.5
 DA1522;SPC AZ C     -   401,795.07    440,647.21   iFT  0.99997704   -0 26 42.5
 DA1522;UTM  12      - 3,553,072.224   334,474.665   MT  0.99993790   -0 55 56.9
 DA1522
 DA1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1522!SPC AZ C     -   0.99990991  x   0.99997704  =   0.99988695
 DA1522!UTM  12      -   0.99990991  x   0.99993790  =   0.99984782
 DA1522
 DA1522|---------------------------------------------------------------------|
 DA1522| PID    Reference Object                     Distance      Geod. Az  |
 DA1522|                                                           dddmmss.s |
 DA1522| CH4941 CANE RM 1                             9.530 METERS 08601     |
 DA1522| CH4942 CANE RM 2                             9.915 METERS 17816     |
 DA1522| DA1521 DEL                                 APPROX. 3.4 KM 2492429.0 |
 DA1522|---------------------------------------------------------------------|
 DA1522
 DA1522                          SUPERSEDED SURVEY CONTROL
 DA1522
 DA1522  NAD 83(1986)-  32 06 06.65750(N)    112 45 15.26898(W) AD(       ) 3
 DA1522  NAD 27      -  32 06 06.42742(N)    112 45 12.73410(W) AD(       ) 3
 DA1522  NGVD 29 (07/19/86)  604.8    (m)         1984.     (f) VERT ANG       
 DA1522
 DA1522.Superseded values are not recommended for survey control.
 DA1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1522.See file dsdata.txt to determine how the superseded data were derived.
 DA1522
 DA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3447553072(NAD 83)
 DA1522_MARKER: DS = TRIANGULATION STATION DISK
 DA1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1522
 DA1522  HISTORY     - Date     Condition        Report By
 DA1522  HISTORY     - 1936     MONUMENTED       CGS
 DA1522  HISTORY     - 1967     GOOD             CGS
 DA1522  HISTORY     - 1977     GOOD             NGS
 DA1522
 DA1522                          STATION DESCRIPTION
 DA1522
 DA1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1522'ON THE WEST BOUNDARY.  ON THE FLAT PLAIN, COVERED WITH CANE
 DA1522'CACTUS AND PALOVERDE, WEST OF THE SIERRA DEL AJO RANGE.  IT IS
 DA1522'ABOUT 3 MILES WEST-SOUTHWEST OF THE TALL SPIRE OF THAT RANGE
 DA1522'AND ABOUT 19 MILES SOUTHEAST OF AJO.  MARKED BY STANDARD
 DA1522'BRONZE DISKS.  REFERENCE MARK
 DA1522'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.530
 DA1522'METERS (31.27 FEET) FROM STATION S 86 DEG 01 MIN E.
 DA1522'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1522'IS 9.915 METERS (32.53 FEET) FROM STATION S 01
 DA1522'DEG 44 MIN E.  STATION DEL USED AS AN AZIMUTH MARK.
 DA1522
 DA1522                          STATION RECOVERY (1967)
 DA1522
 DA1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1522'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 DA1522'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  TRIANGULATION
 DA1522'STATION DEL 1936 WAS USED AS THE AZIMUTH MARK.  A NEW DESCRIPTION
 DA1522'TO REACH THE STATION FOLLOWS.
 DA1522'
 DA1522'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTIONS OF
 DA1522'STATE HIGHWAY 86 AND STATE HIGHWAY 85 AT WHY, GO SOUTH ON
 DA1522'STATE HIGHWAY 85 FOR 5.5 MILES TO THE ENTRANCE OF THE ORGAN
 DA1522'PIPE CACTUS NATIONAL MONUMENT.  CONTINUE SOUTH ON STATE HIGHWAY
 DA1522'85 FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON A GRADED
 DA1522'ROAD AND GO EAST AND SOUTH FOR 1.3 MILES AND THE STATION ON
 DA1522'THE LEFT.  IT IS ABOUT 75 FEET NORTH OF THE ROAD.
 DA1522'
 DA1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20.0 MILES
 DA1522'SOUTH-SOUTHEAST OF AJO, 3.0 MILES WEST-SOUTHWEST OF SIERA DOME
 DA1522'AND 1.0 MILES EAST OF STATE HIGHWAY 85.
 DA1522
 DA1522                          STATION RECOVERY (1977)
 DA1522
 DA1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1522'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA1522'CONDITION.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 DA1522'
 DA1522'A NEW DESCRIPTION FOLLOWS--
 DA1522'
 DA1522'FROM THE INTERSECTION OF HWYS. 85 AND 86 AT WHY, TRAVEL SOUTH ON HWY.
 DA1522'85 TO MILE POST 63.80 AND A TRAIL ON THE LEFT, EAST, FOLLOW TRAIL
 DA1522'FOR 1.25 MILES TO THE STATION ON THE LEFT ABOUT 100 FT. NORTH OF
 DA1522'TRAIL MARKED WITH A WITNESS POST AND SIGN.
 DA1522'
 DA1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES
 DA1522'ESE OF AJO.
 DA1522'
 DA1522'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0348 ***********************************************************************
 GQ0348  DESIGNATION -  CANE BEDS
 GQ0348  PID         -  GQ0348
 GQ0348  STATE/COUNTY-  AZ/MOHAVE
 GQ0348  USGS QUAD   -  COLORADO CITY (1988)
 GQ0348
 GQ0348                         *CURRENT SURVEY CONTROL
 GQ0348  ___________________________________________________________________
 GQ0348* NAD 83(1992)-  36 56 50.65089(N)    112 55 16.50517(W)     ADJUSTED  
 GQ0348* NAVD 88     -      1560.4    (meters)    5119.     (feet)  VERTCON   
 GQ0348  ___________________________________________________________________
 GQ0348  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 GQ0348  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 GQ0348
 GQ0348  HORZ ORDER  -  SECOND
 GQ0348
 GQ0348.The horizontal coordinates were established by classical geodetic methods
 GQ0348.and adjusted by the National Geodetic Survey in June 1998..
 GQ0348
 GQ0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0348
 GQ0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0348
 GQ0348.The geoid height was determined by GEOID03.
 GQ0348
 GQ0348;                    North         East     Units Scale Factor Converg.
 GQ0348;SPC AZ W     -   659,976.505   287,174.875   MT  1.00000043   +0 29 53.4
 GQ0348;SPC AZ W     - 2,165,277.25    942,174.79   iFT  1.00000043   +0 29 53.4
 GQ0348;SPC UT S     - 3,032,119.483   373,402.598   MT  1.00005707   -0 52 14.8
 GQ0348;UTM  12      - 4,090,762.041   328,927.952   MT  0.99996054   -1 09 18.4
 GQ0348
 GQ0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0348!SPC AZ W     -   0.99975872  x   1.00000043  =   0.99975915
 GQ0348!SPC UT S     -   0.99975872  x   1.00005707  =   0.99981578
 GQ0348!UTM  12      -   0.99975872  x   0.99996054  =   0.99971927
 GQ0348
 GQ0348|---------------------------------------------------------------------|
 GQ0348| PID    Reference Object                     Distance      Geod. Az  |
 GQ0348|                                                           dddmmss.s |
 GQ0348| CH2860 CANE BEDS RM 1                       15.011 METERS 00419     |
 GQ0348| CH2859 CANE BEDS AZ MK                                    0924309.6 |
 GQ0348| CH2861 CANE BEDS RM 2                        6.845 METERS 30755     |
 GQ0348|---------------------------------------------------------------------|
 GQ0348
 GQ0348                          SUPERSEDED SURVEY CONTROL
 GQ0348
 GQ0348  NAD 83(1992)-  36 56 50.65089(N)    112 55 16.50517(W) AD(       ) 2
 GQ0348  NAD 83(1992)-  36 56 50.64894(N)    112 55 16.50778(W) AD(       ) 2
 GQ0348  NAD 83(1986)-  36 56 50.64646(N)    112 55 16.50561(W) AD(       ) 2
 GQ0348  NAD 27      -  36 56 50.69700(N)    112 55 13.74700(W) AD(       ) 2
 GQ0348  NGVD 29 (07/19/86) 1559.5    (m)         5116.     (f) VERT ANG       
 GQ0348
 GQ0348.Superseded values are not recommended for survey control.
 GQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0348.See file dsdata.txt to determine how the superseded data were derived.
 GQ0348
 GQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2892890762(NAD 83)
 GQ0348_MARKER: DS = TRIANGULATION STATION DISK
 GQ0348_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0348
 GQ0348  HISTORY     - Date     Condition        Report By
 GQ0348  HISTORY     - 1952     MONUMENTED       CGS
 GQ0348  HISTORY     - 1979     GOOD             LOCENG
 GQ0348
 GQ0348                          STATION DESCRIPTION
 GQ0348
 GQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0348'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE SOUTHEAST OF SHORT
 GQ0348'CREEK, 1.2 MILES WEST OF CANE BEDS, 50 YARDS NORTHWEST OF A
 GQ0348'FORK OF A ROAD, AND 45 FEET NORTH OF THE HIGHEST POINT OF A FLAT
 GQ0348'TOPPED MOUND.
 GQ0348'
 GQ0348'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST FOR 0.1
 GQ0348'MILE TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO
 GQ0348'A T-INTERSECTION.  TURN LEFT, EAST, THENCE SOUTH AND GO 2.8
 GQ0348'MILES TO A T-INTERSECTION.  TURN LEFT, EAST, AND GO 3.0 MILES TO
 GQ0348'A FORK AND THE STATION ON THE LEFT AS DESCRIBED ABOVE.  A
 GQ0348'DRIVE STATION.
 GQ0348'
 GQ0348'THE STATION MARK, A STANDARD DISK STAMPED CANE BEDS 1952, IS
 GQ0348'SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE.  THE SANDSTONE
 GQ0348'IS FLUSH WITH THE GROUND.
 GQ0348'
 GQ0348'REFERENCE MARK 1, A STANDARD DISK STAMPED CANE BEDS NO 1 1952,
 GQ0348'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS FLUSH
 GQ0348'ON THE NORTH AND PROJECTS 8 INCHES ON THE SOUTH.  THE MARK IS
 GQ0348'ABOUT 1 FOOT LOWER THAN THE STATION.
 GQ0348'
 GQ0348'REFERENCE MARK 2, A STANDARD DISK STAMPED CANE BEDS NO 2 1952,
 GQ0348'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS FLUSH
 GQ0348'TO THE SOUTH AND PROJECTS 6 INCHES ON THE NORTH.  THE MARK IS
 GQ0348'ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0348'
 GQ0348'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANE BEDS 1952, IS
 GQ0348'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0348'THE GROUND.  IT IS LOCATED 150 FEET NORTHEAST OF A HOUSE,
 GQ0348'8 FEET SOUTH OF THE SOUTH EDGE OF A ROAD AND ON THE WEST EDGE OF A
 GQ0348'RISE.
 GQ0348'
 GQ0348'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 GQ0348'ROAD FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 GQ0348
 GQ0348                          STATION RECOVERY (1979)
 GQ0348
 GQ0348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MLG)
 GQ0348'CANE BEDS RECOVERED IN EXCELLENT CONDITION.
 GQ0348'
 GQ0348'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MIS. W. OF CANE BEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0347 ***********************************************************************
 GQ0347  DESIGNATION -  CANE EAST BASE
 GQ0347  PID         -  GQ0347
 GQ0347  STATE/COUNTY-  AZ/MOHAVE
 GQ0347  USGS QUAD   -  MARONEY WELL (1988)
 GQ0347
 GQ0347                         *CURRENT SURVEY CONTROL
 GQ0347  ___________________________________________________________________
 GQ0347* NAD 83(1992)-  36 50 46.64272(N)    112 54 04.00730(W)     ADJUSTED  
 GQ0347* NAVD 88     -      1559.7    (meters)    5117.     (feet)  GPS OBS   
 GQ0347  ___________________________________________________________________
 GQ0347  X           -  -1,989,087.134 (meters)                     COMP
 GQ0347  Y           -  -4,708,573.533 (meters)                     COMP
 GQ0347  Z           -   3,804,677.804 (meters)                     COMP
 GQ0347  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GQ0347  ELLIP HEIGHT-        1536.97  (meters)          (11/14/01) GPS OBS
 GQ0347  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GQ0347
 GQ0347  HORZ ORDER  -  B
 GQ0347  ELLP ORDER  -  FOURTH    CLASS II
 GQ0347
 GQ0347.The horizontal coordinates were established by GPS observations
 GQ0347.and adjusted by the National Geodetic Survey in April 1995..
 GQ0347
 GQ0347.The orthometric height was determined by GPS observations and a
 GQ0347.high-resolution geoid model.
 GQ0347
 GQ0347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0347
 GQ0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0347
 GQ0347.The ellipsoidal height was determined by GPS observations
 GQ0347.and is referenced to NAD 83.
 GQ0347
 GQ0347.The geoid height was determined by GEOID03.
 GQ0347
 GQ0347;                    North         East     Units Scale Factor Converg.
 GQ0347;SPC AZ W     -   648,771.563   289,068.403   MT  1.00000392   +0 30 32.7
 GQ0347;SPC AZ W     - 2,128,515.63    948,387.15   iFT  1.00000392   +0 30 32.7
 GQ0347;UTM  12      - 4,079,507.691   330,497.728   MT  0.99995396   -1 08 25.1
 GQ0347
 GQ0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0347!SPC AZ W     -   0.99975885  x   1.00000392  =   0.99976277
 GQ0347!UTM  12      -   0.99975885  x   0.99995396  =   0.99971283
 GQ0347
 GQ0347:                Primary Azimuth Mark                     Grid Az
 GQ0347:SPC AZ W     -  H 36 4913                                088 29 02.4
 GQ0347:UTM  12      -  H 36 4913                                090 08 00.2
 GQ0347
 GQ0347|---------------------------------------------------------------------|
 GQ0347| PID    Reference Object                     Distance      Geod. Az  |
 GQ0347|                                                           dddmmss.s |
 GQ0347| CH2406 H 36 4913                                          0885935.1 |
 GQ0347| CH2862 CANE EAST BASE RM 1                   8.909 METERS 11137     |
 GQ0347| CH2863 CANE EAST BASE RM 2                   8.612 METERS 19659     |
 GQ0347|---------------------------------------------------------------------|
 GQ0347
 GQ0347                          SUPERSEDED SURVEY CONTROL
 GQ0347
 GQ0347  ELLIP H (04/21/95) 1537.06   (m)                       GP(       ) 4 1
 GQ0347  NAD 83(1992)-  36 50 46.63862(N)    112 54 04.01220(W) AD(       ) 1
 GQ0347  NAD 83(1986)-  36 50 46.63554(N)    112 54 04.00985(W) AD(       ) 1
 GQ0347  NAD 27      -  36 50 46.68700(N)    112 54 01.25400(W) AD(       ) 1
 GQ0347  NGVD 29 (07/19/86) 1558.88   (m)         5114.4    (f) LEVELING    3  
 GQ0347
 GQ0347.Superseded values are not recommended for survey control.
 GQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0347.See file dsdata.txt to determine how the superseded data were derived.
 GQ0347
 GQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3049879508(NAD 83)
 GQ0347_MARKER: DS = TRIANGULATION STATION DISK
 GQ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0347_STAMPING: CANE E BASE 1952
 GQ0347_MARK LOGO: CGS   
 GQ0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0347+STABILITY: SURFACE MOTION
 GQ0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0347+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 GQ0347
 GQ0347  HISTORY     - Date     Condition        Report By
 GQ0347  HISTORY     - 1952     MONUMENTED       CGS
 GQ0347  HISTORY     - 1971     GOOD             LAWPC
 GQ0347  HISTORY     - 1979     GOOD             LOCENG
 GQ0347  HISTORY     - 19931118 GOOD             NGS
 GQ0347
 GQ0347                          STATION DESCRIPTION
 GQ0347
 GQ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0347'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF SHORT CREEK,
 GQ0347'ABOUT 23 MILES WEST-SOUTHWEST OF FREDONIA, AND ABOUT 10-1/2
 GQ0347'MILES SOUTH OF THE ARIZONA-UTAH STATE LINE.
 GQ0347'
 GQ0347'TO REACH FROM THE POST OFFICE AT SHORT CREEK, GO WEST 0.1 MILE.
 GQ0347'TURN LEFT AND GO 0.2 MILE SOUTH.  TAKE A SHORT JOG LEFT THEN
 GQ0347'RIGHT AND GO 2.7 MILES SOUTH TO A T-ROAD.  TURN LEFT AND GO
 GQ0347'3.0 MILES EAST TO A ROAD FORK AND SIGN--FREDONIA 33 MILES.
 GQ0347'TURN RIGHT AND GO 6.9 MILES SOUTH TO A CROSSROADS.  TURN LEFT
 GQ0347'AND GO 0.9 MILE EAST TO THE STATION ON THE RIGHT (SOUTH) SIDE
 GQ0347'OF THE ROAD.
 GQ0347'
 GQ0347'THE STATION IS A STANDARD DISK, STAMPED CANE E BASE 1952, AND
 GQ0347'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 GQ0347'INCHES ABOVE GROUND.  IT IS 36 FEET SOUTH OF THE CUT BANK OF THE
 GQ0347'ROAD, 30 FEET WEST OF THE EDGE OF A DROP-OFF TO THE EAST, AND
 GQ0347'20 FEET SOUTH OF A FENCE PARALLELING THE ROAD.
 GQ0347'
 GQ0347'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANE E BASE NO 1 1952,
 GQ0347'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 GQ0347'IT IS AT THE EDGE OF THE DROP-OFF TO THE EAST AND ABOUT 2 FEET
 GQ0347'LOWER THAN THE STATION.
 GQ0347'
 GQ0347'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANE E BASE NO 2
 GQ0347'1952, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 GQ0347'6 INCHES ABOVE GROUND.  IT IS 64 FEET SOUTH OF THE CUT BANK OF THE
 GQ0347'ROAD AND 48 FEET SOUTH OF THE FENCE PARALLELING THE ROAD.
 GQ0347'
 GQ0347'H 36 (USGS) (AZIMUTH MARK) IS A 2-INCH BRONZE DISK, STAMPED USGS
 GQ0347'4913 H 36 1934, SET IN A 6-INCH SQUARE SANDSTONE POST PROJECTING
 GQ0347'ABOUT 10 INCHES ABOVE GROUND.  IT IS 35 FEET NORTH OF THE CENTER
 GQ0347'LINE OF THE ROAD AND 2 FEET SOUTH OF THE FENCE PARALLELING THE
 GQ0347'ROAD.  TO REACH FROM THE STATION, CONTINUE 1.1 MILES EAST ALONG
 GQ0347'THE ROAD.
 GQ0347
 GQ0347                          STATION RECOVERY (1971)
 GQ0347
 GQ0347'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0347'CANE E BASE-GOOD
 GQ0347'
 GQ0347'1952-GOOD
 GQ0347'R.M. 1-GOOD
 GQ0347'
 GQ0347'R.M. 2
 GQ0347
 GQ0347                          STATION RECOVERY (1979)
 GQ0347
 GQ0347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MLG)
 GQ0347'CANE EAST BASE RECOVERED IN EXCELLENT CONDITION.
 GQ0347'
 GQ0347'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MIS. S. E. OF SHORT
 GQ0347'CREEK
 GQ0347
 GQ0347                          STATION RECOVERY (1993)
 GQ0347
 GQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 GQ0347'STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF COLORADO CITY,
 GQ0347'35 KM (21.75 MI) WEST OF FREDONIA, ALONG A DIRT ROAD (OLD HIGHWAY), AT
 GQ0347'THE EDGE OF A BLUFF THAT DROPS OFF TO THE EAST. OWNERSHIP--UNKNOWN. TO
 GQ0347'REACH FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 GQ0347'389 AT THE SOUTH EDGE OF FREDONIA, GO WEST ON HIGHWAY 389 FOR 21.62 KM
 GQ0347'(13.45 MI) TO A PAVED ROAD RIGHT LEADING TO THE PIPE SPRING NATIONAL
 GQ0347'MONUMENT.  CONTINUE AHEAD FOR 8.23 KM (5.10 MI) TO THE WEST BOUNDARY
 GQ0347'OF THE KAIBAB PAIYUTE INDIAN RESERVATION.  CONTINUE AHEAD FOR 9.20 KM
 GQ0347'(5.70 MI) TO A SLANTED GRADED CROSSROAD AT MILE 8.4. TURN SHARP LEFT,
 GQ0347'SOUTH, ON ROAD 239 FOR 5.77 KM (3.60 MI) TO A ROAD LEFT AT CATTLE
 GQ0347'GUARD.  TURN LEFT, EAST, ON GRADED ROAD (ROAD 241) FOR 1.38 KM (0.85
 GQ0347'MI) TO START OF DOWNGRADE AND END OF TRUCK TRAVEL. CROSS THE SOUTH
 GQ0347'FENCE, THEN LEFT, EAST, FOR 45 M (147.6 FT) TO THE BLUFF AND THE
 GQ0347'STATION. STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE WEATHER
 GQ0347'CRACKED CONCRETE POST PROJECTING 15 CM.  IT IS 5.8 M (19.0 FT) SOUTH
 GQ0347'OF THE WIRE FENCE, 6.2 M (20.3 FT) SOUTHEAST OF AN 0.5 M (1.6 FT)
 GQ0347'FORKED PINE TREE IN THE FENCE, AND 8 M (26.2 FT) WEST OF THE BLUFF
 GQ0347'EDGE. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1068 ***********************************************************************
 FS1068  DESIGNATION -  CANE RESET
 FS1068  PID         -  FS1068
 FS1068  STATE/COUNTY-  AZ/MOHAVE
 FS1068  USGS QUAD   -  BURNS SPRING (1967)
 FS1068
 FS1068                         *CURRENT SURVEY CONTROL
 FS1068  ___________________________________________________________________
 FS1068* NAD 83(1992)-  35 16 04.40706(N)    114 25 01.47754(W)     ADJUSTED  
 FS1068* NAVD 88     -      1471.7    (meters)    4828.     (feet)  VERTCON   
 FS1068  ___________________________________________________________________
 FS1068  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 FS1068  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FS1068
 FS1068  HORZ ORDER  -  SECOND
 FS1068
 FS1068.The horizontal coordinates were established by classical geodetic methods
 FS1068.and adjusted by the National Geodetic Survey in August 1993..
 FS1068
 FS1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1068
 FS1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1068
 FS1068.The geoid height was determined by GEOID03.
 FS1068
 FS1068;                    North         East     Units Scale Factor Converg.
 FS1068;SPC AZ W     -   473,511.656   152,666.474   MT  0.99997871   -0 23 06.7
 FS1068;SPC AZ W     - 1,553,515.93    500,874.26   iFT  0.99997871   -0 23 06.7
 FS1068;SPC NV E     - 8,058,073.049   306,109.099   MT  1.00003871   +0 40 24.5
 FS1068;SPC NV E     -26,437,194.66  1,004,292.94   sFT  1.00003871   +0 40 24.5
 FS1068;UTM  11      - 3,905,810.859   734,951.983   MT  1.00028036   +1 29 31.4
 FS1068
 FS1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1068!SPC AZ W     -   0.99977362  x   0.99997871  =   0.99975234
 FS1068!SPC NV E     -   0.99977362  x   1.00003871  =   0.99981232
 FS1068!UTM  11      -   0.99977362  x   1.00028036  =   1.00005392
 FS1068
 FS1068:                Primary Azimuth Mark                     Grid Az
 FS1068:SPC AZ W     -  BLACK CAIRN                              020 36 09.8
 FS1068:SPC NV E     -  BLACK CAIRN                              019 32 38.6
 FS1068:UTM  11      -  BLACK CAIRN                              018 43 31.7
 FS1068
 FS1068|---------------------------------------------------------------------|
 FS1068| PID    Reference Object                     Distance      Geod. Az  |
 FS1068|                                                           dddmmss.s |
 FS1068| FS1069 BLACK CAIRN                         APPROX.10.7 KM 0201303.1 |
 FS1068| CC4450 CANE RESET AZ MK                                   0280045.0 |
 FS1068| CC4451 CANE RESET RM 1                       5.675 METERS 27938     |
 FS1068| CC4452 CANE RESET RM 2                       7.531 METERS 34448     |
 FS1068|---------------------------------------------------------------------|
 FS1068
 FS1068                          SUPERSEDED SURVEY CONTROL
 FS1068
 FS1068  NAD 83(1986)-  35 16 04.40939(N)    114 25 01.47374(W) AD(       ) 2
 FS1068  NAD 27      -  35 16 04.41800(N)    114 24 58.61200(W) AD(       ) 2
 FS1068  NGVD 29 (07/19/86) 1470.9    (m)         4826.     (f) VERT ANG       
 FS1068
 FS1068.Superseded values are not recommended for survey control.
 FS1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1068.See file dsdata.txt to determine how the superseded data were derived.
 FS1068
 FS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3495205811(NAD 83)
 FS1068_MARKER: DD = SURVEY DISK
 FS1068_SETTING: 80 = SET IN A BOULDER
 FS1068_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1068
 FS1068  HISTORY     - Date     Condition        Report By
 FS1068  HISTORY     - 1948     MONUMENTED       USGS
 FS1068
 FS1068                          STATION DESCRIPTION
 FS1068
 FS1068'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 FS1068'THE STATION IS ON THE SUMMIT OF A PROMINENT ROCKY BUTTE-LIKE
 FS1068'RIDGE ON THE WESTERN SIDE OF THE BLACK MOUNTAINS.  IT IS ABOUT
 FS1068'20 MILES, AIRLINE, WEST-NORTHWEST OF KINGMAN, 12 MILES NORTHEAST
 FS1068'OF DAVIS DAM, 5 MILES NORTHWEST OF UNION PASS, AND 8 MILES
 FS1068'EAST OF THE COLORADO RIVER.  THE RIDGE WHICH IS THE HIGHEST
 FS1068'IN THE VICINITY HAS SHEER CLIFFS ON THE NORTH, WEST, AND SOUTH
 FS1068'SIDES.
 FS1068'
 FS1068'THE STATION, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FS1068'CEMENTED IN THE TOP OF A MASS OF OUTCROPPING BEDROCK 18 INCHES
 FS1068'BY 5 FEET, PROJECTING 12 INCHES ABOVE THE SURROUNDING SURFACE,
 FS1068'IS STAMPED CANE 1938 RESET 1948.  THE STATION MARK IS SURROUNDED
 FS1068'BY A HUGE MASS OF BOULDERS WHICH GIVES IT THE APPEARNACE
 FS1068'OF RESTING ON A MOUND.  NOTE--UPON REMOVING THE ROCK CAIRN
 FS1068'FROM OVER THE STATION THE DISK WAS FOUND LOOSE AMONG FRAGMENTS
 FS1068'OF ROCK SUCH THAT IT WAS IMPOSSIBLE TO REPLACE THE DISK IN
 FS1068'ITS ORIGINAL POSITION.  THE DISK WAS PLACED IN ITS PRESENT
 FS1068'POSITION AND STAMPED RESET 1948.
 FS1068'
 FS1068'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 FS1068'CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK,
 FS1068'24 INCHES LONG, 18 INCHES WIDE, PROJECTING 18 INCHES ON THE
 FS1068'WEST SIDE AND 6 INCHES ON THE OTHER SIDES, IS STAMPED CANE
 FS1068'NO 1 1938.  IT IS APPROXIMATELY 6 FEET LOWER IN ELEVATION
 FS1068'THAN THE STATION MARK.
 FS1068'
 FS1068'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1068'CEMENTED IN A DRILL HOLE IN THE TOP OF A MASS OF OUTCROPPING
 FS1068'BEDROCK, 36 INCHES LONG, 18 INCHES WIDE, PROJECTING 10 INCHES
 FS1068'ABOVE THE SURROUNDING SURFACE, IS STAMPED CANE NO 2 1938.
 FS1068'
 FS1068'THE AZIMUTH MARK, A STANDARD USC AND GS DISK CEMENTED IN A
 FS1068'DRILL HOLE IN THE TOP OF A HUGE MASS OF OUTCROPPING BEDROCK
 FS1068'WHICH HAS A 50 FOOT CLIFF ON THE SOUTH SIDE, IS STAMPED CANE
 FS1068'1948.  IT IS 5 FEET WEST-SOUTHWEST OF A 2-FOOT ROCK CAIRN
 FS1068'AND 0.15 MILE EAST OF THE DAM MENTIONED BELOW.
 FS1068'
 FS1068'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FS1068'RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY
 FS1068'93 AND 466 TOWARD BOULDER CITY 16.5 MILES TO A GRADED ROAD
 FS1068'LEFT ACROSS A CATTLE GUARD AND SIGN JH RANCH.  TURN LEFT
 FS1068'ACROSS CATTLE GUARD AND GO WEST AND SOUTH 2.5 MILES TO A CATTLE
 FS1068'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 1.5 MILES
 FS1068'TO A FORK AND SIGNS DAVIS DAM, NUTTY COMB.  TAKE THE RIGHT
 FS1068'ROAD FOR 4.4 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD, LEFT,
 FS1068'AND GO 0.2 MILE TO A T-ROAD INTERSECTION.  TURN LEFT, SOUTH,
 FS1068'AND GO 0.9 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 FS1068'AND CONTINUE 0.2 MILE TO A RANCH HOUSE AND ORCHARD.  PASS
 FS1068'TO THE RIGHT, WEST OF THE RANCH HOUSE AND GO 0.25 MILE TO
 FS1068'A FORK.  TAKE THE LEFT ROAD AND GO 0.4 MILE WEST TO A
 FS1068'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 FS1068'WESTERLY UP THE WASH FOR 0.2 MILE TO A GROUP OF BUILDINGS
 FS1068'ON THE RIGHT AND A SPRING.  CONTINUE WESTERLY UP THE WASH
 FS1068'FOR 1.0 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 50
 FS1068'FEET TO THE INTERSECTION WITH A NORTH AND SOUTH ROAD.  TURN
 FS1068'RIGHT, NORTH, AND GO 1.6 MILES UP THE WASH TO A GATE.
 FS1068'PASS THROUGH THE GATE AND CONTINUE 0.1 MILE TO THE
 FS1068'SUMMIT OF A SADDLE.  CONTINUE ABOUT 50 YARDS TO A FORK.
 FS1068'TAKE THE LEFT ROAD DOWN GRADE WESTERLY FOR 0.4 MILE TO A
 FS1068'GATE.  PASS THROUGH THE GATE AND CONTINUE WEST AND SOUTH
 FS1068'DOWN GRADE 1.1 MILES TO A FORK.  TAKE THE LEFT ROAD SOUTH
 FS1068'AND EAST UP A CANYON FOR 1.0 MILE TO A GATE.  PASS THROUGH
 FS1068'THE GATE AND CONTINUE SOUTHERLY ON A TRACK ROAD FOR 1.1
 FS1068'MILES TO AN EARTHEN DAM.  PASS AROUND THE RIGHT SIDE OF
 FS1068'THE DAM AND FOLLOW DIM TRACK EASTERLY 0.15 MILE TO THE
 FS1068'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND FOLLOW DIM TRACKS
 FS1068'SOUTHERLY UP A WASH FOR ABOUT 1 MILE.  BEAR SOUTHWEST ACROSS
 FS1068'THE EASTERLY SLOPES OF A RIDGE THENCE WESTERLY, A TOTAL DISTANCE
 FS1068'OF 0.7 MILE TO A SMALL SADDLE.  FROM HERE PACK SOUTHERLY UP
 FS1068'A SMALL SLOPE THENCE WESTERLY DROPPING INTO A SMALL SADDLE.
 FS1068'GO WESTERLY UP A VERY STEEP ROCKY SLOPE TO THE HIGHEST POINT
 FS1068'AND STATION.  A 1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0412 ***********************************************************************
 GQ0412  DESIGNATION -  CANE SPRINGS
 GQ0412  PID         -  GQ0412
 GQ0412  STATE/COUNTY-  AZ/MOHAVE
 GQ0412  USGS QUAD   -  CANE SPRINGS (1985)
 GQ0412
 GQ0412                         *CURRENT SURVEY CONTROL
 GQ0412  ___________________________________________________________________
 GQ0412* NAD 83(1992)-  36 40 29.21552(N)    113 47 06.43394(W)     ADJUSTED  
 GQ0412* NAVD 88     -      1766.9    (meters)    5797.     (feet)  VERTCON   
 GQ0412  ___________________________________________________________________
 GQ0412  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GQ0412  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 GQ0412
 GQ0412  HORZ ORDER  -  THIRD
 GQ0412
 GQ0412.The horizontal coordinates were established by classical geodetic methods
 GQ0412.and adjusted by the National Geodetic Survey in August 1993..
 GQ0412
 GQ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0412
 GQ0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0412
 GQ0412.The geoid height was determined by GEOID03.
 GQ0412
 GQ0412;                    North         East     Units Scale Factor Converg.
 GQ0412;SPC AZ W     -   629,404.336   210,220.808   MT  0.99993345   -0 01 15.5
 GQ0412;SPC AZ W     - 2,064,974.86    689,700.81   iFT  0.99993345   -0 01 15.5
 GQ0412;UTM  12      - 4,062,410.530   251,111.197   MT  1.00036324   -1 39 51.6
 GQ0412
 GQ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0412!SPC AZ W     -   0.99972664  x   0.99993345  =   0.99966011
 GQ0412!UTM  12      -   0.99972664  x   1.00036324  =   1.00008978
 GQ0412
 GQ0412|---------------------------------------------------------------------|
 GQ0412| PID    Reference Object                     Distance      Geod. Az  |
 GQ0412|                                                           dddmmss.s |
 GQ0412| CH2865 CANE SPRINGS RM 1                     3.383 METERS 08354     |
 GQ0412| CH2864 CANE SPRINGS AZ MK                                 1344545.0 |
 GQ0412| CH2866 CANE SPRINGS RM 2                     7.177 METERS 35233     |
 GQ0412|---------------------------------------------------------------------|
 GQ0412
 GQ0412                          SUPERSEDED SURVEY CONTROL
 GQ0412
 GQ0412  NAD 83(1986)-  36 40 29.21225(N)    113 47 06.43238(W) AD(       ) 3
 GQ0412  NAD 27      -  36 40 29.27600(N)    113 47 03.57700(W) AD(       ) 3
 GQ0412  NGVD 29 (07/19/86) 1766.1    (m)         5794.     (f) VERT ANG       
 GQ0412
 GQ0412.Superseded values are not recommended for survey control.
 GQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0412.See file dsdata.txt to determine how the superseded data were derived.
 GQ0412
 GQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5111162411(NAD 83)
 GQ0412_MARKER: DS = TRIANGULATION STATION DISK
 GQ0412_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0412
 GQ0412  HISTORY     - Date     Condition        Report By
 GQ0412  HISTORY     - 1953     MONUMENTED       CGS
 GQ0412
 GQ0412                          STATION DESCRIPTION
 GQ0412
 GQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0412'THE STATION IS ABOUT 32 MILES AIRLINE SOUTH-SOUTHWEST OF ST.
 GQ0412'GEORGE, UTAH, ABOUT 14 MILES WEST-SOUTHWEST OF THE CABIN
 GQ0412'AND CORRAL AT WOLF HOLE, ON THE WEST SIDE OF A LONG, NARROW
 GQ0412'VALLEY, AND ON THE HIGHEST POINT NEAR THE MIDDLE OF A HIGH,
 GQ0412'BLACK, ROCKY BUTTE EXTENDING NORTH AND SOUTH.  IT IS 2-1/2
 GQ0412'MILES NORTH OF THE SPRING AT CANE SPRINGS.
 GQ0412'
 GQ0412'TO REACH THE STATION FROM THE POST OFFICE AT ST. GEORGE,
 GQ0412'UTAH, GO 0.7 MILE EAST ON TABERNACLE STREET.  TURN RIGHT
 GQ0412'AND FOLLOW THE MAIN ROAD SOUTHERLY TO THE SOUTH END OF THE
 GQ0412'BRIDGE OVER VIRGIN RIVER.  KEEP RIGHT FORK AND CONTINUE SOUTH
 GQ0412'1.4 MILES TO A FORK AND SIGN C.A.A. AIRPORT.  KEEP RIGHT
 GQ0412'FORK AND CONTINUE SOUTH 1.4 MILES TO A FORK.  KEEP LEFT
 GQ0412'FORK AND CONTINUE SOUTH OVER THE MOUNTAIN 23.1 MILES TO THE
 GQ0412'CABIN AND CORRAL AT WOLF HOLE.  CONTINUE SOUTH 0.5 MILE TO
 GQ0412'A FORK.  KEEP RIGHT FORK AND CONTINUE SOUTH 0.4 MILE TO A
 GQ0412'FENCE CORNER.  TURN RIGHT AND GO WEST 0.1 MILE TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 2.0 MILES TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 0.15 MILE TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 0.4 MILE TO A SIDE ROAD
 GQ0412'LEFT.  TURN LEFT AND GO 1.6 MILES SOUTHWEST TO A
 GQ0412'CROSSROADS.  CONTINUE STRAIGHT AHEAD 0.15 MILE TO A FORK
 GQ0412'AT A RESERVOIR.  KEEP RIGHT FORK AND GO 2.8 MILES
 GQ0412'SOUTHWEST TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO
 GQ0412'A NORTHWEST-SOUTHEAST ROAD.  TURN RIGHT AND GO 2.1 MILES
 GQ0412'WESTERLY TO A FORK.  KEEP LEFT AND GO 5.4 MILES
 GQ0412'WEST-SOUTHWEST DOWN THROUGH A DEEP CANYON TO A FORK.
 GQ0412'(THE STATION IS ON THE BUTTE STRAIGHT AHEAD).  KEEP LEFT
 GQ0412'FORK AND GO SOUTH 1.0 MILE JUST BEYOND THE CROSSING OF
 GQ0412'A DEEP WASH.  (TO REACH THE AZIMUTH MARK, CONTINUE 0.6
 GQ0412'MILE SOUTH).  TURN RIGHT AND PICK WAY WESTWARD UP A RIDGE
 GQ0412'ABOUT 1-1/2 MILES TO THE FOOT OF THE BUTTE AND THE END OF
 GQ0412'TRUCK TRAVEL.  PACK WEST UP BUTTE ABOUT 1 HOUR TO THE TOP
 GQ0412'AND THE STATION.  A 4-WHEEL DRIVE VEHICLE IS NEEDED THE
 GQ0412'LAST 1-1/2 MILES.
 GQ0412'
 GQ0412'THE STATION, A STANDARD DISK STAMPED CANE SPRINGS 1953,
 GQ0412'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS NEAR THE MIDDLE OF THE EAST EDGE OF
 GQ0412'THE BUTTE.
 GQ0412'
 GQ0412'REFERENCE MARK 1, A STANDARD DISK STAMPED CANE SPRINGS NO
 GQ0412'1 1953, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS ABOUT LEVEL WITH THE STATION.
 GQ0412'
 GQ0412'REFERENCE MARK 2, A STANDARD DISK STAMPED CANE SPRINGS NO
 GQ0412'2 1953, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS ABOUT LEVEL WITH THE STATION.
 GQ0412'
 GQ0412'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANE SPRINGS 1953,
 GQ0412'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 4 INCHES.  IT IS AT THE TOP OF A LOW GRADE, 17.6 FEET
 GQ0412'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 3.8 FEET NORTHWEST
 GQ0412'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0346 ***********************************************************************
 GQ0346  DESIGNATION -  CANE WEST BASE
 GQ0346  PID         -  GQ0346
 GQ0346  STATE/COUNTY-  AZ/MOHAVE
 GQ0346  USGS QUAD   -  MARONEY WELL (1988)
 GQ0346
 GQ0346                         *CURRENT SURVEY CONTROL
 GQ0346  ___________________________________________________________________
 GQ0346* NAD 83(1992)-  36 50 45.11454(N)    112 59 40.77674(W)     ADJUSTED  
 GQ0346* NAVD 88     -      1545.48   (+/-2cm)    5070.5    (feet)  VERTCON   
 GQ0346  ___________________________________________________________________
 GQ0346  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GQ0346  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GQ0346
 GQ0346  HORZ ORDER  -  FIRST
 GQ0346  VERT ORDER  -  THIRD ? (See Below)
 GQ0346
 GQ0346.The horizontal coordinates were established by classical geodetic methods
 GQ0346.and adjusted by the National Geodetic Survey in June 1998..
 GQ0346
 GQ0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0346.The vertical order pertains to the NGVD 29 superseded value.
 GQ0346
 GQ0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0346
 GQ0346.The geoid height was determined by GEOID03.
 GQ0346
 GQ0346;                    North         East     Units Scale Factor Converg.
 GQ0346;SPC AZ W     -   648,654.410   280,725.588   MT  0.99998922   +0 27 10.7
 GQ0346;SPC AZ W     - 2,128,131.27    921,015.71   iFT  0.99998922   +0 27 10.7
 GQ0346;UTM  12      - 4,079,630.719   322,155.204   MT  0.99998966   -1 11 47.2
 GQ0346
 GQ0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0346!SPC AZ W     -   0.99976110  x   0.99998922  =   0.99975032
 GQ0346!UTM  12      -   0.99976110  x   0.99998966  =   0.99975076
 GQ0346
 GQ0346|---------------------------------------------------------------------|
 GQ0346| PID    Reference Object                     Distance      Geod. Az  |
 GQ0346|                                                           dddmmss.s |
 GQ0346| CH2868 CANE WEST BASE RM 1                   6.552 METERS 00400     |
 GQ0346| CH2867 CANE WEST BASE AZ MK                               0841545.5 |
 GQ0346| CH2869 CANE WEST BASE RM 2                   8.427 METERS 27014     |
 GQ0346|---------------------------------------------------------------------|
 GQ0346
 GQ0346                          SUPERSEDED SURVEY CONTROL
 GQ0346
 GQ0346  NAD 83(1992)-  36 50 45.11454(N)    112 59 40.77674(W) AD(       ) 1
 GQ0346  NAD 83(1992)-  36 50 45.11011(N)    112 59 40.77940(W) AD(       ) 1
 GQ0346  NAD 83(1986)-  36 50 45.10686(N)    112 59 40.77722(W) AD(       ) 1
 GQ0346  NAD 27      -  36 50 45.16100(N)    112 59 38.01200(W) AD(       ) 1
 GQ0346  NGVD 29 (07/19/86) 1544.60   (m)         5067.6    (f) LEVELING    3  
 GQ0346
 GQ0346.Superseded values are not recommended for survey control.
 GQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0346.See file dsdata.txt to determine how the superseded data were derived.
 GQ0346
 GQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2215579631(NAD 83)
 GQ0346_MARKER: DS = TRIANGULATION STATION DISK
 GQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0346
 GQ0346  HISTORY     - Date     Condition        Report By
 GQ0346  HISTORY     - 1952     MONUMENTED       CGS
 GQ0346  HISTORY     - 1971     GOOD             LAWPC
 GQ0346  HISTORY     - 1972     GOOD             AZHD
 GQ0346  HISTORY     - 1974     GOOD             LOCENG
 GQ0346
 GQ0346                          STATION DESCRIPTION
 GQ0346
 GQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0346'THE STATION IS ABOUT 10 MILES SOUTH OF SHORT CREEK, 9 MILES
 GQ0346'SOUTHWEST OF CANE BEDS, 125 YARDS NORTH-NORTHEAST OF TWO ABANDONED
 GQ0346'ADOBE RANCH BUILDINGS AND 200 FEET SOUTH OF AN EAST-WEST ROAD.
 GQ0346'IT IS ABOUT 0.4 MILE WEST OF AND 175 FEET SOUTH OF THE NORTHEAST
 GQ0346'CORNER OF SEC. 25, R7W, T40N.
 GQ0346'
 GQ0346'TO REACH THE STATION FROM THE POST OFFICE AT SHORT CREEK GO
 GQ0346'WEST FOR 0.1 MILE TO THE ROAD TO FREDONIA.  THENCE TURN LEFT,
 GQ0346'SOUTH, AND CONTINUE 0.2 MILE TO AN INTERSECTION.  JOG LEFT AND
 GQ0346'CONTINUE SOUTH ON THE ROAD TO FREDONIA FOR 2.7 MILES TO A
 GQ0346'T-INTERSECTION.  TURN LEFT, EAST, AND CONTINUE FOR 3.0 MILES TO
 GQ0346'A FORK AND SIGN FREDONIA 33 MILES.  TAKE THE RIGHT FORK AND GO
 GQ0346'SOUTH FOR 6.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR
 GQ0346'3.8 MILES TO THE AZIMUTH MARK ON LEFT, JUST BEFORE PASSING
 GQ0346'THROUGH A GATE.  CONTINUE WEST FOR 0.4 MILE TO A GATE ON THE
 GQ0346'LEFT, SOUTH.  PASS THROUGH THE GATE AND GO SOUTH FOR 175
 GQ0346'FEET TO THE STATION ON THE RIGHT, WEST, SIDE OF THE ROAD.
 GQ0346'
 GQ0346'THE STATION MARK IS STAMPED CANE W BASE 1952.  IT IS A STANDARD
 GQ0346'DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES
 GQ0346'ABOVE THE GROUND.  IT IS 175 FEET SOUTH OF A GATE IN AN EAST-WEST
 GQ0346'FENCE LINE AND 20 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 GQ0346'THAT LEADS TO THE ADOBE BUILDINGS.
 GQ0346'
 GQ0346'REFERENCE MARK 1 IS STAMPED CANE W BASE NO 1 1952.  IT IS A
 GQ0346'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GQ0346'2 INCHES ABOVE THE GROUND.  IT IS 50 YARDS SOUTH OF THE EAST-WEST
 GQ0346'FENCE AND 20 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 GQ0346'
 GQ0346'REFERENCE MARK 2 IS STAMPED CANE W BASE NO 2 1952.  IT IS A
 GQ0346'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GQ0346'1 INCH ABOVE THE GROUND.  IT IS 58 YARDS SOUTH OF THE EAST-WEST
 GQ0346'FENCE AND 48 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 GQ0346'
 GQ0346'THE AZIMUTH MARK IS STAMPED CANE W BASE 1952.  IT IS A STANDARD
 GQ0346'DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 GQ0346'ABOVE THE GROUND.  IT IS IN THE NORTHWEST CORNER OF SEC. 30,
 GQ0346'R6W, T40N, 213 FEET EAST OF A NORTH-SOUTH FENCE, ABOUT 185 FEET
 GQ0346'EAST OF THE SECTION CORNER MARK AND 43.5 FEET SOUTH OF THE
 GQ0346'CENTERLINE OF THE ROAD.  IT IS ON LINE WITH THE EAST-WEST FENCE
 GQ0346'TO THE WEST.
 GQ0346
 GQ0346                          STATION RECOVERY (1971)
 GQ0346
 GQ0346'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0346'CANE W. BASE 1952-GOOD
 GQ0346'
 GQ0346'R.M. 1-GOOD
 GQ0346'
 GQ0346'R.M. 2-GOOD
 GQ0346
 GQ0346                          STATION RECOVERY (1972)
 GQ0346
 GQ0346'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0346'GENERAL LOCATION ABOUT 10 MILES SOUTH OF SHORT CREEK
 GQ0346'(COLORADO CITY) AND 9 MILES SOUTHWEST OF CANE BEDS
 GQ0346'
 GQ0346'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0346'
 GQ0346'STATION MARK STD USC AND GS BC SET IN CONC. STAMPED CANE
 GQ0346'W BASE 1952
 GQ0346'
 GQ0346'REFERENCE MARKS 1 AND 2 STD USC AND GS BC STAMPED CANE W BASE
 GQ0346'1952 AND SET IN CONC COND. GOOD
 GQ0346'
 GQ0346'AZIMUTH MARK NOT OBSERVED
 GQ0346
 GQ0346                          STATION RECOVERY (1974)
 GQ0346
 GQ0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MLG)
 GQ0346'CANE WEST BASE RECOVERED IN EXCELLENT CONDITION.
 GQ0346'
 GQ0346'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MIS. S. W. OF CANE BEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1000 ***********************************************************************
 CG1000  DESIGNATION -  CANELO
 CG1000  PID         -  CG1000
 CG1000  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1000  USGS QUAD   -  CANELO PASS (1958)
 CG1000
 CG1000                         *CURRENT SURVEY CONTROL
 CG1000  ___________________________________________________________________
 CG1000* NAD 83(1992)-  31 28 58.27698(N)    110 32 26.32106(W)     ADJUSTED  
 CG1000* NAVD 88     -      1882.     (meters)    6175.     (feet)  SCALED    
 CG1000  ___________________________________________________________________
 CG1000  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CG1000  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CG1000
 CG1000  HORZ ORDER  -  FIRST
 CG1000
 CG1000.The horizontal coordinates were established by classical geodetic methods
 CG1000.and adjusted by the National Geodetic Survey in August 1993..
 CG1000
 CG1000.The orthometric height was scaled from a topographic map.
 CG1000
 CG1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1000
 CG1000.The geoid height was determined by GEOID03.
 CG1000
 CG1000;                    North         East     Units Scale Factor Converg.
 CG1000;SPC AZ C     -    54,350.496   344,101.809   MT  1.00011077   +0 43 07.4
 CG1000;SPC AZ C     -   178,315.28  1,128,942.94   iFT  1.00011077   +0 43 07.4
 CG1000;SPC AZ E     -    53,591.060   177,828.171   MT  0.99991557   -0 11 43.1
 CG1000;SPC AZ E     -   175,823.69    583,425.76   iFT  0.99991557   -0 11 43.1
 CG1000;UTM  12      - 3,483,207.714   543,630.533   MT  0.99962348   +0 14 23.6
 CG1000
 CG1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1000!SPC AZ C     -   0.99970900  x   1.00011077  =   0.99981974
 CG1000!SPC AZ E     -   0.99970900  x   0.99991557  =   0.99962460
 CG1000!UTM  12      -   0.99970900  x   0.99962348  =   0.99933259
 CG1000
 CG1000|---------------------------------------------------------------------|
 CG1000| PID    Reference Object                     Distance      Geod. Az  |
 CG1000|                                                           dddmmss.s |
 CG1000| CC7093 CANELO RM 1                           9.803 METERS 09453     |
 CG1000| CC7094 CANELO RM 2                           7.947 METERS 15534     |
 CG1000| CG1046 PASS                                APPROX. 3.9 KM 3125029.5 |
 CG1000|---------------------------------------------------------------------|
 CG1000
 CG1000                          SUPERSEDED SURVEY CONTROL
 CG1000
 CG1000  NAD 83(1986)-  31 28 58.26583(N)    110 32 26.31209(W) AD(       ) 1
 CG1000  NAD 27      -  31 28 57.92000(N)    110 32 24.01000(W) AD(       ) 1
 CG1000
 CG1000.Superseded values are not recommended for survey control.
 CG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1000.See file dsdata.txt to determine how the superseded data were derived.
 CG1000
 CG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4363183208(NAD 83)
 CG1000_MARKER: DS = TRIANGULATION STATION DISK
 CG1000_SETTING: 66 = SET IN ROCK OUTCROP
 CG1000
 CG1000  HISTORY     - Date     Condition        Report By
 CG1000  HISTORY     - 1938     MONUMENTED       CGS
 CG1000  HISTORY     - 1947     GOOD             AMS
 CG1000  HISTORY     - 1956     GOOD             USE
 CG1000
 CG1000                          STATION DESCRIPTION
 CG1000
 CG1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1000'STATION IS LOCATED ON A PROMINENT ROUND HILL ABOUT 1.6 MILES
 CG1000'SE OF THE ROAD WHERE IT CROSSES CANELO PASS (AIRLINE) AND
 CG1000'12-1/2 MILES S OF ELGIN.
 CG1000'
 CG1000'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG1000'OUTCROPPING BEDROCK.
 CG1000'
 CG1000'TO REACH FROM FORT HUACHUCA, AT THE INTERSECTION OF THE CANELO
 CG1000'PASS ROAD AND THE MAIN PAVED HIGHWAY N FROM THE FORT, AT THE
 CG1000'Q M C REFILLING STATION, TAKE THE GRADED DIRT ROAD WESTERLY
 CG1000'AND SOUTHWESTERLY FOR 5.3 MILES TO A Y-FORK.  TAKE LEFT
 CG1000'FORK WESTERLY AND AT 2.2 MILES PASS OVER CATTLE GUARD AND
 CG1000'ENTRANCE TO CORONADO NATIONAL FOREST.  CONTINUE 5.1 MILES AND
 CG1000'AT SIGN SUNNYSIDE 17, CANELO 2, ELGIN 13 AFTER PASSING
 CG1000'SCHOOLHOUSE TAKE RIGHT FORK, WESTERLY, PASSING ENTRANCE TO
 CG1000'CANELO RANGER STATION AT 0.2 MILE.  CONTINUE 0.95 MILE TO
 CG1000'ROAD INTERSECTION NEAR CANILLE MERCANTILE STORE.  TURN LEFT,
 CG1000'S, AND CONTINUE 3.8 MILES TO THE SUMMIT OF CANELO PASS.
 CG1000'CONTINUE 2.4 MILES S ON THE MAIN-TRAVELED ROAD TO WHERE A DIM
 CG1000'TRACK ROAD LEAVES THE MAIN ROAD.  AFTER CROSSING CANELO PASS
 CG1000'THE STATION HILL BECOMES VISIBLE AND EASILY IDENTIFIED.
 CG1000'FOLLOW THE DIM ROAD GENERALLY E AND NORTHEASTERLY WINDING
 CG1000'THROUGH THE BRUSH FOR 1.4 MILES TO THE END OF TRUCK TRAVEL.
 CG1000'FROM THE END OF TRUCK TRAVEL PACK SE UP THE SLOPE, AND
 CG1000'NEAR THE TOP, E, ALONG THE FENCE TO THE STATION.  THE
 CG1000'STATION IS 93 FEET N X E OF WHERE A N-S FENCE INTERSECTS AN E-W
 CG1000'FENCE, PROBABLY A SECTION OR QUARTER-SECTION CORNER.
 CG1000'
 CG1000'THE REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE STATION.
 CG1000'TRIANGULATION STATION PASS IS USED AS THE AZIMUTH, BEING
 CG1000'ABOUT 2-1/4 MILES NW ON THE FIRST PROMINENT HILL IN THAT
 CG1000'DIRECTION.  THE APPROXIMATE ELEVATION OF THE STATION IS 6100
 CG1000'FEET.
 CG1000'
 CG1000'THIS DESCRIPTION VARIES FROM THE RECONNAISSANCE DESCRIPTION
 CG1000'BECAUSE OF APPROACHING THE STATION FROM THE E.  THE DIM TRACK
 CG1000'ROAD TURNED OFF TO REACH THE BASE OF THE HILL IS PROBABLY THE
 CG1000'SAME IN EACH DIRECTION.
 CG1000
 CG1000                          STATION RECOVERY (1947)
 CG1000
 CG1000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1000'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CG1000'SIGN, SUNNYSIDE 17, CANELO 2, ELGIN 13, SHOULD READ SUNNYSIDE
 CG1000'17, CANELO, ELGIN 13 (OMIT 2).  THE CANILLE STORE IS DESTROYED,
 CG1000'AND IS NOW 0.2 MI. W OF THE ABOVE MENTIONED SIGN, AND 0.1 MI.
 CG1000'E OF THE ENTRANCE TO THE CANELO RANGER STATION.
 CG1000'
 CG1000'THE HILL, UPON WHICH THE STATION IS SITUATED, IS KNOWN AS
 CG1000'LOOKOUT KNOLL.  A U.S. FOREST SERVICE BRONZE TABLET IS CEMENTED
 CG1000'IN A ROCK OUTCROP 600 FT. E OF THE STATION MARK.
 CG1000'
 CG1000'THE STATION MARK IS STAMPED CANELO 1938.
 CG1000
 CG1000                          STATION RECOVERY (1956)
 CG1000
 CG1000'RECOVERY NOTE BY US ENGINEERS 1956
 CG1000'STATION RECOVERED AS DESCRIBED.
 CG1000'
 CG1000'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0440 ***********************************************************************
 DU0440  DESIGNATION -  CANYON
 DU0440  PID         -  DU0440
 DU0440  STATE/COUNTY-  AZ/MARICOPA
 DU0440  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0440
 DU0440                         *CURRENT SURVEY CONTROL
 DU0440  ___________________________________________________________________
 DU0440* NAD 83(1992)-  33 32 18.31465(N)    111 26 56.85943(W)     ADJUSTED  
 DU0440* NAVD 88     -       659.98   (+/-2cm)    2165.3    (feet)  VERTCON   
 DU0440  ___________________________________________________________________
 DU0440  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DU0440  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0440
 DU0440  HORZ ORDER  -  FIRST
 DU0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0440
 DU0440.The horizontal coordinates were established by classical geodetic methods
 DU0440.and adjusted by the National Geodetic Survey in August 1993..
 DU0440
 DU0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0440.The vertical order pertains to the NGVD 29 superseded value.
 DU0440
 DU0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0440
 DU0440.The geoid height was determined by GEOID03.
 DU0440
 DU0440;                    North         East     Units Scale Factor Converg.
 DU0440;SPC AZ C     -   281,559.299   256,781.562   MT  0.99992324   +0 15 29.9
 DU0440;SPC AZ C     -   923,750.98    842,459.19   iFT  0.99992324   +0 15 29.9
 DU0440;UTM  12      - 3,711,069.201   458,300.884   MT  0.99962144   -0 14 53.3
 DU0440
 DU0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0440!SPC AZ C     -   0.99990095  x   0.99992324  =   0.99982420
 DU0440!UTM  12      -   0.99990095  x   0.99962144  =   0.99952243
 DU0440
 DU0440|---------------------------------------------------------------------|
 DU0440| PID    Reference Object                     Distance      Geod. Az  |
 DU0440|                                                           dddmmss.s |
 DU0440| DU0441 CANYON RM 1                           8.247 METERS 07406     |
 DU0440| DU0442 CANYON RM 2                           7.233 METERS 15731     |
 DU0440| DU0443 CANYON AZ MK                                       2521235.4 |
 DU0440|---------------------------------------------------------------------|
 DU0440
 DU0440                          SUPERSEDED SURVEY CONTROL
 DU0440
 DU0440  NAD 83(1986)-  33 32 18.31055(N)    111 26 56.86215(W) AD(       ) 1
 DU0440  NAD 27      -  33 32 18.13400(N)    111 26 54.38300(W) AD(       ) 1
 DU0440  NGVD 29 (??/??/92)  659.386  (m)         2163.34   (f) ADJ UNCH    1 2
 DU0440
 DU0440.Superseded values are not recommended for survey control.
 DU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0440.See file dsdata.txt to determine how the superseded data were derived.
 DU0440
 DU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5830111069(NAD 83)
 DU0440_MARKER: DS = TRIANGULATION STATION DISK
 DU0440_SETTING: 66 = SET IN ROCK OUTCROP
 DU0440_SP_SET: ROCK OUTCROP
 DU0440_STAMPING: CANYON 1946
 DU0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0440+STABILITY: POSITION/ELEVATION WELL
 DU0440
 DU0440  HISTORY     - Date     Condition        Report By
 DU0440  HISTORY     - 1946     MONUMENTED       CGS
 DU0440  HISTORY     - 1948     GOOD             NGS
 DU0440  HISTORY     - 1967     GOOD             AMS
 DU0440  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0440  HISTORY     - 1981     GOOD             AZDT
 DU0440
 DU0440                          STATION DESCRIPTION
 DU0440
 DU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU0440'THE STATION IS 10 MILES AIRLINE NORTHEAST OF APACHE JUNCTION
 DU0440'AND IS ON ONE OF MANY LOW HILLS ABOUT 1 MILE WEST OF CANYON
 DU0440'LAKE RESEVOIR AND ABOUT 1/4 MILE EAST SOUTHEAST OF STATE ROUTE 88.
 DU0440'
 DU0440'TO REACH FROM APACHE JUNCTION ON U.S. 60 AND 70--GO NORTHEASTERLY
 DU0440'ON STATE ROUTE 88 FOR 5.6 MILES TO A CATTLE GUARD JUST BEFORE A
 DU0440'SHARP LEFT TURN ACROSS A WASH.  CONTINUE FOR 6.5 MILES ON THE
 DU0440'MAIN TRAVELED ROAD TO A CAIRN AND THE AZIMUTH MARK ON THE LEFT.
 DU0440'CONTINUE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DU0440'EASTERLY ABOUT 1/4 MILE, KEEPING TO THE LEFT OF LOW KNOLL,
 DU0440'TO THE HIGHEST POINT OF THE HILL JUST BEYOND AND THE STATION.
 DU0440'
 DU0440'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED CANYON 1946
 DU0440'AND IS SET IN OUTCROPPING BEDROCK AT THE HIGHEST POINT OF THE
 DU0440'HILL.
 DU0440'
 DU0440'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0440'CANYON NO 1 1946 AND IS SET IN A BOULDER PROJECTING 3 INCHES
 DU0440'AND IS ABOUT 8 FEET BELOW THE STATION.  THE MARK IS EAST NORTHEAST
 DU0440'OF THE STATION.
 DU0440'
 DU0440'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0440'CANYON NO 2 1946 AND IS SET IN BEDROCK 18 INCHES NORTHEAST OF THE
 DU0440'EDGE OF A SMALL 4 FOOT RIM AND IS ABOUT 18 INCHES BELOW THE
 DU0440'STATION.  THE MARK IS SOUTH SOUTHEAST OF THE STATION.
 DU0440'
 DU0440'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CANYON
 DU0440'1946 AND IS SET IN A LARGE YELLOWISH BEDROCK OUTCROP.  THE MARK
 DU0440'IS 11 FEET WEST OF A 2 FOOT CAIRN AND IS 53 PACES WEST OF THE
 DU0440'CENTER OF STATE ROUTE 88 AND IS 3/4 MILE WEST SOUTHWEST OF THE
 DU0440'STATION.
 DU0440'
 DU0440'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 DU0440
 DU0440                          STATION RECOVERY (1948)
 DU0440
 DU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0440'5.4 MI W FROM TORTILLA FLAT.
 DU0440'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0440'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE TOP OF
 DU0440'THE HIGHEST POINT OF A SMALL HILL AND STATION SITE, SET IN THE TOP OF
 DU0440'A ROCK OUTCROP PROJECTING 2 INCHES.
 DU0440
 DU0440                          STATION RECOVERY (1967)
 DU0440
 DU0440'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (PEZ)
 DU0440'STATION MARK, AZ. MARK AND R.M.S. RECOVERED IN GOOD CONDITION.
 DU0440'AZIMUTH TEST AND DISTANCE CHECKS RECORDED IN VOL. 11 W PG. 24.
 DU0440
 DU0440                          STATION RECOVERY (1980)
 DU0440
 DU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0440'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
 DU0440
 DU0440                          STATION RECOVERY (1981)
 DU0440
 DU0440'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU0440'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU0440'DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU0440'
 DU0440'TO REACH THE STATION FROM THE POST OFFICE IN APACHE JUNCTION, TRAVEL
 DU0440'NORTHEAST ALONG ARIZONA HIGHWAY 88 FOR 5.5 MILES TO A CATTLE GUARD,
 DU0440'CONTINUE NORTHEAST ALONG THE HIGHWAY FOR 6.0 MILES TO STEEL HIGHLINE
 DU0440'NORTHEAST ALONG THE HIGHWAY FOR 0.7 MILE TO A TRACK ROAD ON THE RIGHT.
 DU0440'TURN RIGHT FOR 0.15 MILE TO A LEFT TURN BY A 3 POLE HIGHLINE TOWER,
 DU0440'CONTINUE 200 FEET TO THE END OF TRUCK TRAVEL.  PACK EAST OVER LOW HILL
 DU0440'TO A SADDLE, THEN TO THE TOP OF A HIGHER HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0650 ***********************************************************************
 GP0650  DESIGNATION -  CANYON
 GP0650  PID         -  GP0650
 GP0650  STATE/COUNTY-  AZ/NAVAJO
 GP0650  USGS QUAD   -  TALL MOUNTAIN NW (1970)
 GP0650
 GP0650                         *CURRENT SURVEY CONTROL
 GP0650  ___________________________________________________________________
 GP0650* NAD 83(1992)-  36 53 21.38815(N)    110 38 19.06891(W)     ADJUSTED  
 GP0650* NAVD 88     -      2150.3    (meters)    7055.     (feet)  VERTCON   
 GP0650  ___________________________________________________________________
 GP0650  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 GP0650  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GP0650
 GP0650  HORZ ORDER  -  THIRD
 GP0650
 GP0650.The horizontal coordinates were established by classical geodetic methods
 GP0650.and adjusted by the National Geodetic Survey in August 1993..
 GP0650
 GP0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0650
 GP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0650
 GP0650.The geoid height was determined by GEOID03.
 GP0650
 GP0650;                    North         East     Units Scale Factor Converg.
 GP0650;SPC AZ E     -   653,287.389   171,292.968   MT  0.99992179   -0 16 59.9
 GP0650;SPC AZ E     - 2,143,331.33    561,984.80   iFT  0.99992179   -0 16 59.9
 GP0650;UTM  12      - 4,082,650.298   532,199.882   MT  0.99961277   +0 13 00.9
 GP0650
 GP0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0650!SPC AZ E     -   0.99966598  x   0.99992179  =   0.99958780
 GP0650!UTM  12      -   0.99966598  x   0.99961277  =   0.99927888
 GP0650
 GP0650:                Primary Azimuth Mark                     Grid Az
 GP0650:SPC AZ E     -  SNAG                                     265 24 31.2
 GP0650:UTM  12      -  SNAG                                     264 54 30.4
 GP0650
 GP0650|---------------------------------------------------------------------|
 GP0650| PID    Reference Object                     Distance      Geod. Az  |
 GP0650|                                                           dddmmss.s |
 GP0650| GP0658 SNAG                                APPROX.11.1 KM 2650731.3 |
 GP0650|---------------------------------------------------------------------|
 GP0650
 GP0650                          SUPERSEDED SURVEY CONTROL
 GP0650
 GP0650  NAD 83(1986)-  36 53 21.38876(N)    110 38 19.06602(W) AD(       ) 3
 GP0650  NAD 27      -  36 53 21.38629(N)    110 38 16.57195(W) AD(       ) 3
 GP0650  NGVD 29 (07/19/86) 2149.2    (m)         7051.     (f) VERT ANG       
 GP0650
 GP0650.Superseded values are not recommended for survey control.
 GP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0650.See file dsdata.txt to determine how the superseded data were derived.
 GP0650
 GP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3220082650(NAD 83)
 GP0650_MARKER: DD = SURVEY DISK
 GP0650_SETTING: 0 = UNSPECIFIED SETTING
 GP0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0650
 GP0650  HISTORY     - Date     Condition        Report By
 GP0650  HISTORY     - 1952     MONUMENTED       USGS
 GP0650  HISTORY     - 1953     GOOD             USGS
 GP0650
 GP0650                          STATION DESCRIPTION
 GP0650
 GP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GP0650'LOCATED ABOUT 9 MI. S. OF THE THUMB, A PROMINIENT ROCK BUTTE ON PIUTE
 GP0650'MESA AND 1.5 MI. W. OF MILES CREEK, ON N. END OF SMALL TREE COVERED
 GP0650'RIDGE RUNNING N-S., HIGHEST POINT IN VICINITY.
 GP0650'
 GP0650'REACHED BY HELICOPTER.
 GP0650'
 GP0650'STATION MARK - STANDARD TABLET STAMPED ---CANYON 1952--- CEMENTED IN
 GP0650'SANDSTONE OUTCROP.
 GP0650'
 GP0650'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0650'---RM 1 1952--- CEMENTED IN SANDSTONE OUTCROP, 28.1 FT. FROM STATION
 GP0650'MARK, S 54 DEG 39 SEC W.
 GP0650'
 GP0650'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0650'---RM 2 1952--- CEMENTED IN SANDSTONE OUTCROP, 17.9 FT. FROM STATION
 GP0650'MARK, S 21 DEG 21 MIN E.
 GP0650
 GP0650                          STATION RECOVERY (1953)
 GP0650
 GP0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0650'STATION FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1836 ***********************************************************************
 DU1836  DESIGNATION -  CANYON
 DU1836  PID         -  DU1836
 DU1836  STATE/COUNTY-  AZ/GILA
 DU1836  USGS QUAD   -  DOUBLE BUTTES (1988)
 DU1836
 DU1836                         *CURRENT SURVEY CONTROL
 DU1836  ___________________________________________________________________
 DU1836* NAD 83(1992)-  33 54 01.80256(N)    110 38 45.02252(W)     ADJUSTED  
 DU1836* NAVD 88     -      1891.7    (meters)    6206.     (feet)  VERTCON   
 DU1836  ___________________________________________________________________
 DU1836  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 DU1836  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DU1836
 DU1836  HORZ ORDER  -  THIRD
 DU1836
 DU1836.The horizontal coordinates were established by classical geodetic methods
 DU1836.and adjusted by the National Geodetic Survey in August 1993..
 DU1836
 DU1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1836
 DU1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1836
 DU1836.The geoid height was determined by GEOID03.
 DU1836
 DU1836;                    North         East     Units Scale Factor Converg.
 DU1836;SPC AZ E     -   321,721.702   169,044.400   MT  0.99992420   -0 16 02.2
 DU1836;SPC AZ E     - 1,055,517.40    554,607.61   iFT  0.99992420   -0 16 02.2
 DU1836;UTM  12      - 3,751,180.228   532,744.110   MT  0.99961322   +0 11 51.1
 DU1836
 DU1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1836!SPC AZ E     -   0.99970711  x   0.99992420  =   0.99963133
 DU1836!UTM  12      -   0.99970711  x   0.99961322  =   0.99932044
 DU1836
 DU1836|---------------------------------------------------------------------|
 DU1836| PID    Reference Object                     Distance      Geod. Az  |
 DU1836|                                                           dddmmss.s |
 DU1836| DU1857 CANYON RM 2                           9.751 METERS 03729     |
 DU1836| DU1839 DIVIDE                              APPROX.17.1 KM 2084559.8 |
 DU1836| DU1856 CANYON RM 1                           7.471 METERS 30340     |
 DU1836|---------------------------------------------------------------------|
 DU1836
 DU1836                          SUPERSEDED SURVEY CONTROL
 DU1836
 DU1836  NAD 83(1986)-  33 54 01.79731(N)    110 38 45.02473(W) AD(       ) 3
 DU1836  NGVD 29 (09/20/88) 1891.0    (m)         6204.     (f) VERT ANG       
 DU1836
 DU1836.Superseded values are not recommended for survey control.
 DU1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1836.See file dsdata.txt to determine how the superseded data were derived.
 DU1836
 DU1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3274451180(NAD 83)
 DU1836_MARKER: DS = TRIANGULATION STATION DISK
 DU1836_SETTING: 80 = SET IN A BOULDER
 DU1836_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1836+STABILITY: SURFACE MOTION
 DU1836
 DU1836  HISTORY     - Date     Condition        Report By
 DU1836  HISTORY     - 1948     MONUMENTED       USGS
 DU1836
 DU1836                          STATION DESCRIPTION
 DU1836
 DU1836'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1836'LOCATED ABOUT 12 MI SSW. OF GRASSHOPPER, 12 MI NW. OF SENECA, 11
 DU1836'MI SW. OF CIBECUE.  ON HIGHEST AND MOST PROMINENT POINT ON EAST
 DU1836'RIM OF CANYON CREEK.
 DU1836'
 DU1836'TO REACH FROM CIBECUE TRADING CO. STORE, DRIVE 0.2 MI S. TO
 DU1836'BRIDGE.  TURN RIGHT ON GRASSHOPER RD. 2.8 MI TO BOARD GATE,
 DU1836'CONTINUE 5.7 MI TO SECOND BOARD GATE, CONTINUE 0.05 MI TO SIGN
 DU1836'SALT RIVER DRAW POINTING S.  TURN S. DOWN SALT RIVER DRAW 8.8
 DU1836'MI TO GATE IN N.-S. FENCE JUST N. OF CATTLE TANK.  PASS W. THROUGH
 DU1836'GATE AND DOWN INTO SALT RIVER DRAW CANYON 5.3 MI TO SECOND TANK
 DU1836'AND END OF TRUCK TRAVEL.  WALK ABOUT 0.25 MI SW. TO TRAIL NEAR
 DU1836'E.-W. FENCE.  FOLLOW TRAIL W. TO EAST RIM OF CANYON CREEK.  TURN
 DU1836'ABOUT 2.5 MI N. TO HIGH POINT OF RIM AND STATION.  A 2-HOUR PACK
 DU1836'BY HORSE.
 DU1836'
 DU1836'STATION MARK--STANDARD TABLET STAMPED---CANYON 1948---, CEMENTED IN
 DU1836'HOLE DRILLED INTO USFS STATION MARK CROSS IN ROCK.
 DU1836'
 DU1836'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1836'
 DU1836'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1590 ***********************************************************************
 GR1590  DESIGNATION -  CANYON
 GR1590  PID         -  GR1590
 GR1590  STATE/COUNTY-  AZ/MOHAVE
 GR1590  USGS QUAD   -  HOOVER DAM (1997)
 GR1590
 GR1590                         *CURRENT SURVEY CONTROL
 GR1590  ___________________________________________________________________
 GR1590* NAD 83(1992)-  36 05 11.85880(N)    114 38 04.82033(W)     ADJUSTED  
 GR1590* NAVD 88     -      1194.6    (meters)    3919.     (feet)  VERTCON   
 GR1590  ___________________________________________________________________
 GR1590  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 GR1590  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1590
 GR1590  HORZ ORDER  -  THIRD
 GR1590
 GR1590.The horizontal coordinates were established by classical geodetic methods
 GR1590.and adjusted by the National Geodetic Survey in August 1993..
 GR1590
 GR1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1590
 GR1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1590
 GR1590.The geoid height was determined by GEOID03.
 GR1590
 GR1590;                    North         East     Units Scale Factor Converg.
 GR1590;SPC AZ W     -   564,505.214   133,686.343   MT  1.00001152   -0 31 16.0
 GR1590;SPC AZ W     - 1,852,051.23    438,603.49   iFT  1.00001152   -0 31 16.0
 GR1590;SPC NV E     - 8,148,698.288   285,433.794   MT  0.99998991   +0 33 31.7
 GR1590;SPC NV E     -26,734,520.97    936,460.71   sFT  0.99998991   +0 33 31.7
 GR1590;UTM  11      - 3,996,146.862   712,966.650   MT  1.00015888   +1 23 37.4
 GR1590
 GR1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1590!SPC AZ W     -   0.99981692  x   1.00001152  =   0.99982844
 GR1590!SPC NV E     -   0.99981692  x   0.99998991  =   0.99980683
 GR1590!UTM  11      -   0.99981692  x   1.00015888  =   0.99997577
 GR1590
 GR1590:                Primary Azimuth Mark                     Grid Az
 GR1590:SPC AZ W     -  BLACK                                    056 16 52.8
 GR1590:SPC NV E     -  BLACK                                    055 12 05.1
 GR1590:UTM  11      -  BLACK                                    054 21 59.4
 GR1590
 GR1590|---------------------------------------------------------------------|
 GR1590| PID    Reference Object                     Distance      Geod. Az  |
 GR1590|                                                           dddmmss.s |
 GR1590| GR1588 BLACK                               APPROX. 7.8 KM 0554536.8 |
 GR1590|---------------------------------------------------------------------|
 GR1590
 GR1590                          SUPERSEDED SURVEY CONTROL
 GR1590
 GR1590  NAD 83(1986)-  36 05 11.84465(N)    114 38 04.81221(W) AD(       ) 3
 GR1590  NGVD 29 (06/27/88) 1193.9    (m)         3917.     (f) VERT ANG       
 GR1590
 GR1590.Superseded values are not recommended for survey control.
 GR1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1590.See file dsdata.txt to determine how the superseded data were derived.
 GR1590
 GR1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1296796147(NAD 83)
 GR1590_MARKER: DS = TRIANGULATION STATION DISK
 GR1590_SETTING: 66 = SET IN ROCK OUTCROP
 GR1590_SP_SET: SET IN ROCK OUTCROP
 GR1590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1590+STABILITY: POSITION/ELEVATION WELL
 GR1590
 GR1590  HISTORY     - Date     Condition        Report By
 GR1590  HISTORY     - 1948     MONUMENTED       USGS
 GR1590  HISTORY     - 1951     GOOD             USGS
 GR1590
 GR1590                          STATION DESCRIPTION
 GR1590
 GR1590'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1590'LOCATED ABOUT 7.5 MI NE. OF HOOVER DAM, 6 MI N. OF MT. WILSON.  ON
 GR1590'SAME MAIN RIDGE AS MT. WILSON, ON SMALL TOP WHICH IS MIDDLE ONE
 GR1590'OF THREE TOPS.  HIGHER ONE IS ABOUT 0.2 MI N.
 GR1590'
 GR1590'TO REACH TAKE BOAT TO POINT ABOUT 1 MI SE. OF BEACON ISLAND WHERE
 GR1590'MAJOR WASH JOINS LAKE.  FOLLOW WASH ABOUT 1 HOUR.  CUT LEFT TO TOP
 GR1590'OF HIGH RIDGE.  A 3-1/2 HOUR PACK.
 GR1590'
 GR1590'STATION MARK--STANDARD TABLET STAMPED---CANYON 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590'
 GR1590'RM 1--STANDARD RM TABLET STAMPED---CANYON NO 1 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590'
 GR1590'RM 2--STANDARD RM TABLET STAMPED---CANYON NO 2 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590
 GR1590                          STATION RECOVERY (1951)
 GR1590
 GR1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0443 ***********************************************************************
 DU0443  DESIGNATION -  CANYON AZ MK
 DU0443  PID         -  DU0443
 DU0443  STATE/COUNTY-  AZ/MARICOPA
 DU0443  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0443
 DU0443                         *CURRENT SURVEY CONTROL
 DU0443  ___________________________________________________________________
 DU0443* NAD 83(1986)-  33 32 13.     (N)    111 27 17.     (W)     SCALED    
 DU0443* NAVD 88     -       616.102  (meters)    2021.33   (feet)  ADJUSTED  
 DU0443  ___________________________________________________________________
 DU0443  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DU0443  DYNAMIC HT  -         615.328 (meters)    2018.79  (feet)  COMP
 DU0443  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 DU0443
 DU0443  VERT ORDER  -  FIRST     CLASS II
 DU0443
 DU0443.The horizontal coordinates were scaled from a topographic map and have
 DU0443.an estimated accuracy of +/- 6 seconds.
 DU0443
 DU0443.The orthometric height was determined by differential leveling
 DU0443.and adjusted by the National Geodetic Survey in June 1991..
 DU0443
 DU0443.The geoid height was determined by GEOID03.
 DU0443
 DU0443.The dynamic height is computed by dividing the NAVD 88
 DU0443.geopotential number by the normal gravity value computed on the
 DU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0443.degrees latitude (g = 980.6199 gals.).
 DU0443
 DU0443.The modeled gravity was interpolated from observed gravity values.
 DU0443
 DU0443;                    North         East    Units  Estimated Accuracy
 DU0443;SPC AZ C     -   281,390.      256,260.      MT  (+/- 180 meters Scaled)
 DU0443
 DU0443                          SUPERSEDED SURVEY CONTROL
 DU0443
 DU0443.No superseded survey control is available for this station.
 DU0443
 DU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC577109(NAD 83)
 DU0443_MARKER: DZ = AZIMUTH MARK DISK
 DU0443_SETTING: 66 = SET IN ROCK OUTCROP
 DU0443_SP_SET: BEDROCK
 DU0443_STAMPING: CANYON 1946
 DU0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0443+STABILITY: POSITION/ELEVATION WELL
 DU0443
 DU0443  HISTORY     - Date     Condition        Report By
 DU0443  HISTORY     - 1946     MONUMENTED       CGS
 DU0443  HISTORY     - 1948     GOOD             NGS
 DU0443  HISTORY     - 1980     GOOD             NGS
 DU0443
 DU0443                          STATION DESCRIPTION
 DU0443
 DU0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0443'5.4 MI SW FROM TORTILLA FLAT.
 DU0443'ABOUT 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0443'AT TORTILLA FLAT, ABOUT 155 FEET WEST OF THE CENTER LINE OF THE
 DU0443'HIGHWAY, 12.0 FEET WEST OF A SMALL CAIRN, SET ON TOP AND AT THE
 DU0443'SOUTHWEST CORNER OF A LARGE YELLOWISH BEDROCK OUTCROP WHICH IS ABOUT
 DU0443'18 FEET LONG AND 15 FEET WIDE AND PROJECTS ABOUT 15 FEET ABOVE THE
 DU0443'HIGHWAY LEVEL.
 DU0443
 DU0443                          STATION RECOVERY (1980)
 DU0443
 DU0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0441 ***********************************************************************
 DU0441  DESIGNATION -  CANYON RM 1
 DU0441  PID         -  DU0441
 DU0441  STATE/COUNTY-  AZ/MARICOPA
 DU0441  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0441
 DU0441                         *CURRENT SURVEY CONTROL
 DU0441  ___________________________________________________________________
 DU0441* NAD 83(1986)-  33 32 18.     (N)    111 26 56.     (W)     SCALED    
 DU0441* NAVD 88     -       657.61   (+/-2cm)    2157.5    (feet)  VERTCON   
 DU0441  ___________________________________________________________________
 DU0441  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0441
 DU0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0441
 DU0441.The horizontal coordinates were scaled from a topographic map and have
 DU0441.an estimated accuracy of +/- 6 seconds.
 DU0441
 DU0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0441.The vertical order pertains to the NGVD 29 superseded value.
 DU0441
 DU0441.The geoid height was determined by GEOID03.
 DU0441
 DU0441;                    North         East    Units  Estimated Accuracy
 DU0441;SPC AZ C     -   281,550.      256,800.      MT  (+/- 180 meters Scaled)
 DU0441
 DU0441                          SUPERSEDED SURVEY CONTROL
 DU0441
 DU0441  NGVD 29 (??/??/92)  657.016  (m)         2155.56   (f) ADJ UNCH    1 2
 DU0441
 DU0441.Superseded values are not recommended for survey control.
 DU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0441.See file dsdata.txt to determine how the superseded data were derived.
 DU0441
 DU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC583110(NAD 83)
 DU0441_MARKER: DR = REFERENCE MARK DISK
 DU0441_SETTING: 80 = SET IN A BOULDER
 DU0441_SP_SET: BOULDER
 DU0441_STAMPING: CANYON NO 1 1946
 DU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0441+STABILITY: SURFACE MOTION
 DU0441
 DU0441  HISTORY     - Date     Condition        Report By
 DU0441  HISTORY     - 1946     MONUMENTED       CGS
 DU0441  HISTORY     - 1948     GOOD             NGS
 DU0441  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0441
 DU0441                          STATION DESCRIPTION
 DU0441
 DU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0441'5.4 MI W FROM TORTILLA FLAT.
 DU0441'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0441'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE HIGHEST
 DU0441'POINT OF A SMALL HILL, 27.0 FEET NORTHEAST OF TRIANGULATION STATION
 DU0441'CANYON, SET IN THE TOP OF A SMALL BOULDER PROJECTING 5 INCHES ABOVE
 DU0441'THE GROUND AND ABOUT 8 FEET LOWER THAN THE STATION.
 DU0441
 DU0441                          STATION RECOVERY (1980)
 DU0441
 DU0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0441'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0442 ***********************************************************************
 DU0442  DESIGNATION -  CANYON RM 2
 DU0442  PID         -  DU0442
 DU0442  STATE/COUNTY-  AZ/MARICOPA
 DU0442  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0442
 DU0442                         *CURRENT SURVEY CONTROL
 DU0442  ___________________________________________________________________
 DU0442* NAD 83(1986)-  33 32 18.     (N)    111 26 56.     (W)     SCALED    
 DU0442* NAVD 88     -       659.48   (+/-2cm)    2163.6    (feet)  VERTCON   
 DU0442  ___________________________________________________________________
 DU0442  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0442
 DU0442  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0442
 DU0442.The horizontal coordinates were scaled from a topographic map and have
 DU0442.an estimated accuracy of +/- 6 seconds.
 DU0442
 DU0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0442.The vertical order pertains to the NGVD 29 superseded value.
 DU0442
 DU0442.The geoid height was determined by GEOID03.
 DU0442
 DU0442;                    North         East    Units  Estimated Accuracy
 DU0442;SPC AZ C     -   281,550.      256,800.      MT  (+/- 180 meters Scaled)
 DU0442
 DU0442                          SUPERSEDED SURVEY CONTROL
 DU0442
 DU0442  NGVD 29 (??/??/92)  658.885  (m)         2161.69   (f) ADJ UNCH    1 2
 DU0442
 DU0442.Superseded values are not recommended for survey control.
 DU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0442.See file dsdata.txt to determine how the superseded data were derived.
 DU0442
 DU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC583110(NAD 83)
 DU0442_MARKER: DR = REFERENCE MARK DISK
 DU0442_SETTING: 66 = SET IN ROCK OUTCROP
 DU0442_SP_SET: ROCK OUTCROP
 DU0442_STAMPING: CANYON NO 2 1946
 DU0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0442+STABILITY: POSITION/ELEVATION WELL
 DU0442
 DU0442  HISTORY     - Date     Condition        Report By
 DU0442  HISTORY     - 1946     MONUMENTED       CGS
 DU0442  HISTORY     - 1948     GOOD             NGS
 DU0442  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0442
 DU0442                          STATION DESCRIPTION
 DU0442
 DU0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0442'5.4 MI W FROM TORTILLA FLAT.
 DU0442'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0442'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE HIGHEST
 DU0442'POINT OF A SMALL HILL, 23.7 FEET SOUTHEAST OF TRIANGULATION STATION
 DU0442'CANYON, SET IN THE TOP OF A ROCK OUTCROP PROJECTING 6 INCHES ABOVE THE
 DU0442'GROUND.
 DU0442
 DU0442                          STATION RECOVERY (1980)
 DU0442
 DU0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0442'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0846 ***********************************************************************
 ES0846  DESIGNATION -  CANYONS
 ES0846  PID         -  ES0846
 ES0846  STATE/COUNTY-  AZ/COCONINO
 ES0846  USGS QUAD   -  QUAYLE HILL (1971)
 ES0846
 ES0846                         *CURRENT SURVEY CONTROL
 ES0846  ___________________________________________________________________
 ES0846* NAD 83(1992)-  34 42 41.22284(N)    111 05 39.37902(W)     ADJUSTED  
 ES0846* NAVD 88     -      1988.4    (meters)    6524.     (feet)  VERTCON   
 ES0846  ___________________________________________________________________
 ES0846  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 ES0846  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ES0846
 ES0846  HORZ ORDER  -  SECOND
 ES0846
 ES0846.The horizontal coordinates were established by classical geodetic methods
 ES0846.and adjusted by the National Geodetic Survey in August 1993..
 ES0846
 ES0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0846
 ES0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0846
 ES0846.The geoid height was determined by GEOID03.
 ES0846
 ES0846;                    North         East     Units Scale Factor Converg.
 ES0846;SPC AZ C     -   411,874.235   288,690.884   MT  0.99996992   +0 28 06.0
 ES0846;SPC AZ C     - 1,351,293.42    947,148.57   iFT  0.99996992   +0 28 06.0
 ES0846;UTM  12      - 3,841,048.859   491,367.438   MT  0.99960092   -0 03 13.3
 ES0846
 ES0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0846!SPC AZ C     -   0.99969168  x   0.99996992  =   0.99966161
 ES0846!UTM  12      -   0.99969168  x   0.99960092  =   0.99929272
 ES0846
 ES0846:                Primary Azimuth Mark                     Grid Az
 ES0846:SPC AZ C     -  QUAYLE                                   028 20 09.4
 ES0846:UTM  12      -  QUAYLE                                   028 51 28.7
 ES0846
 ES0846|---------------------------------------------------------------------|
 ES0846| PID    Reference Object                     Distance      Geod. Az  |
 ES0846|                                                           dddmmss.s |
 ES0846| ES0874 QUAYLE                              APPROX. 1.1 KM 0284815.4 |
 ES0846| ES0863 JACKS                               APPROX. 1.2 KM 2200825.4 |
 ES0846|---------------------------------------------------------------------|
 ES0846
 ES0846                          SUPERSEDED SURVEY CONTROL
 ES0846
 ES0846  NAD 83(1986)-  34 42 41.21719(N)    111 05 39.38183(W) AD(       ) 2
 ES0846  NGVD 29 (07/10/87) 1987.5    (m)         6521.     (f) VERT ANG       
 ES0846
 ES0846.Superseded values are not recommended for survey control.
 ES0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0846.See file dsdata.txt to determine how the superseded data were derived.
 ES0846
 ES0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9136741049(NAD 83)
 ES0846_MARKER: DS = TRIANGULATION STATION DISK
 ES0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0846+STABILITY: SURFACE MOTION
 ES0846
 ES0846  HISTORY     - Date     Condition        Report By
 ES0846  HISTORY     - 1981     MONUMENTED       AZDT
 ES0846
 ES0846                          STATION DESCRIPTION
 ES0846
 ES0846'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0846'THE STATION IS LOCATED 8.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0846'STATION ALONG ARIZONA HIGHWAY 87.
 ES0846'
 ES0846'THE STATION MARK IS AN AZDT DISK STAMPED---CANYONS 1981---SET IN
 ES0846'TOP OF A CONCRETE MONUMENT.  IT IS 31 FEET EAST OF THE CENTERLINE OF
 ES0846'THE HIGHWAY AND 5 FEET SOUTHEAST OF A CAIRN AT MILEPOST 310.3.
 ES0846'
 ES0846'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0846'
 ES0846'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0846'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0846'CONTINUE NORTH FOR 10.9 MILES TO FOREST TRAIL 319E, CONTINUE NORTH FOR
 ES0846'0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1267 ***********************************************************************
 DA1267  DESIGNATION -  CAP
 DA1267  PID         -  DA1267
 DA1267  STATE/COUNTY-  AZ/MARICOPA
 DA1267  USGS QUAD   -  MIDWAY (1986)
 DA1267
 DA1267                         *CURRENT SURVEY CONTROL
 DA1267  ___________________________________________________________________
 DA1267* NAD 83(1992)-  32 40 56.45147(N)    112 48 27.24856(W)     ADJUSTED  
 DA1267* NAVD 88     -       636.2    (meters)    2087.     (feet)  VERTCON   
 DA1267  ___________________________________________________________________
 DA1267  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DA1267  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1267
 DA1267  HORZ ORDER  -  THIRD
 DA1267
 DA1267.The horizontal coordinates were established by classical geodetic methods
 DA1267.and adjusted by the National Geodetic Survey in August 1993..
 DA1267
 DA1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1267
 DA1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1267
 DA1267.The geoid height was determined by GEOID03.
 DA1267
 DA1267;                    North         East     Units Scale Factor Converg.
 DA1267;SPC AZ C     -   186,877.660   129,812.188   MT  0.99998604   -0 28 52.0
 DA1267;SPC AZ C     -   613,115.68    425,893.01   iFT  0.99998604   -0 28 52.0
 DA1267;UTM  12      - 3,617,516.648   330,530.148   MT  0.99995415   -0 58 34.6
 DA1267
 DA1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1267!SPC AZ C     -   0.99990505  x   0.99998604  =   0.99989109
 DA1267!UTM  12      -   0.99990505  x   0.99995415  =   0.99985920
 DA1267
 DA1267:                Primary Azimuth Mark                     Grid Az
 DA1267:SPC AZ C     -  CRATER                                   211 26 53.8
 DA1267:UTM  12      -  CRATER                                   211 56 36.4
 DA1267
 DA1267|---------------------------------------------------------------------|
 DA1267| PID    Reference Object                     Distance      Geod. Az  |
 DA1267|                                                           dddmmss.s |
 DA1267| DA1274 CRATER                              APPROX.17.4 KM 2105801.8 |
 DA1267|---------------------------------------------------------------------|
 DA1267
 DA1267                          SUPERSEDED SURVEY CONTROL
 DA1267
 DA1267  NAD 83(1986)-  32 40 56.43876(N)    112 48 27.25307(W) AD(       ) 3
 DA1267  NGVD 29 (06/20/88)  635.5    (m)         2085.     (f) VERT ANG       
 DA1267
 DA1267.Superseded values are not recommended for survey control.
 DA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1267.See file dsdata.txt to determine how the superseded data were derived.
 DA1267
 DA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3053017517(NAD 83)
 DA1267_MARKER: DS = TRIANGULATION STATION DISK
 DA1267_SETTING: 66 = SET IN ROCK OUTCROP
 DA1267_SP_SET: SET IN ROCK OUTCROP
 DA1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1267+STABILITY: POSITION/ELEVATION WELL
 DA1267
 DA1267  HISTORY     - Date     Condition        Report By
 DA1267  HISTORY     - 1948     MONUMENTED       USGS
 DA1267
 DA1267                          STATION DESCRIPTION
 DA1267
 DA1267'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1267'LOCATED ABOUT 20 MI SSW. OF GILA BEND.  ON WESTERNMOST TOP OF
 DA1267'RANGE OF HILLS.
 DA1267'
 DA1267'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 85 IN GILA
 DA1267'BEND, DRIVE 19.3 MI S. ON STATE HWY. 85 TO JCT.  TURN LEFT (E.)
 DA1267'ON DIRT RD. ALONG NORTH SIDE OF LOW HILLS ABOUT 1.0 MI.  GO
 DA1267'CROSS-COUNTRY NE. TOWARD TOP 1.25 MI INTO LARGE DRAIN W. OF HILL
 DA1267'AND END OF RD.  PACK UP DRAIN TO FORKS.  THEN RIGHT TO LOW SADDLE.
 DA1267'THEN LEFT UP RIDGE TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 DA1267'
 DA1267'STATION MARK--STANDARD TABLET STAMPED---CAP 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
 DA1267'
 DA1267'RM 1--STANDARD RM TABLET STAMPED---CAP NO 1 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
 DA1267'
 DA1267'RM 2--STANDARD RM TABLET STAMPED---CAP NO 2 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1913 ***********************************************************************
 AI1913  DESIGNATION -  CAP AQUEDUCT ROW 129+63.84 250RT
 AI1913  PID         -  AI1913
 AI1913  STATE/COUNTY-  AZ/LA PAZ
 AI1913  USGS QUAD   -  HOPE SE (1990)
 AI1913
 AI1913                         *CURRENT SURVEY CONTROL
 AI1913  ___________________________________________________________________
 AI1913* NAD 83(1992)-  33 36 08.00946(N)    113 37 25.85611(W)     ADJUSTED  
 AI1913* NAVD 88     -       428.8    (meters)    1407.     (feet)  GPS OBS   
 AI1913  ___________________________________________________________________
 AI1913  X           -  -2,131,138.215 (meters)                     COMP
 AI1913  Y           -  -4,872,453.387 (meters)                     COMP
 AI1913  Z           -   3,510,003.460 (meters)                     COMP
 AI1913  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AI1913  ELLIP HEIGHT-         397.52  (meters)          (09/30/99) GPS OBS
 AI1913  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AI1913
 AI1913  HORZ ORDER  -  A
 AI1913  ELLP ORDER  -  THIRD     CLASS I
 AI1913
 AI1913.The horizontal coordinates were established by GPS observations
 AI1913.and adjusted by the National Geodetic Survey in September 1999..
 AI1913
 AI1913.The orthometric height was determined by GPS observations and a
 AI1913.high-resolution geoid model.
 AI1913
 AI1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1913
 AI1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1913
 AI1913.The ellipsoidal height was determined by GPS observations
 AI1913.and is referenced to NAD 83.
 AI1913
 AI1913.The geoid height was determined by GEOID03.
 AI1913
 AI1913;                    North         East     Units Scale Factor Converg.
 AI1913;SPC AZ W     -   288,554.271   225,067.705   MT  0.99993502   +0 04 11.3
 AI1913;SPC AZ W     -   946,700.36    738,411.11   iFT  0.99993502   +0 04 11.3
 AI1913;UTM  12      - 3,721,139.346   256,536.434   MT  1.00033082   -1 27 10.1
 AI1913
 AI1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1913!SPC AZ W     -   0.99993760  x   0.99993502  =   0.99987262
 AI1913!UTM  12      -   0.99993760  x   1.00033082  =   1.00026840
 AI1913
 AI1913                          SUPERSEDED SURVEY CONTROL
 AI1913
 AI1913.No superseded survey control is available for this station.
 AI1913
 AI1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5653621139(NAD 83)
 AI1913_MARKER: DD = SURVEY DISK
 AI1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1913_STAMPING: ROW 129+63.84 250 FT RT R4
 AI1913_MARK LOGO: BOR   
 AI1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1913+STABILITY: SURFACE MOTION
 AI1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1913+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AI1913
 AI1913  HISTORY     - Date     Condition        Report By
 AI1913  HISTORY     - UNK      MONUMENTED       BOR
 AI1913  HISTORY     - 19990120 GOOD             CAP
 AI1913  HISTORY     - 20050117 GOOD             CAP
 AI1913
 AI1913                          STATION DESCRIPTION
 AI1913
 AI1913'DESCRIBED BY CENTRAL ARIZONA PROJECT 1999 (DD)
 AI1913'THE STATION IS LOCATED ABOUT 33 MI (53.1 KM) EAST OF QUARTZSITE AND
 AI1913'0.5 MI (0.8 KM) SOUTH OF INTERSTATE HIGHWAY 10.  TO REACH THE STATION
 AI1913'FROM THE THE JUNCTION OF INTERSTATE HIGHWAY 10 AND HOVATTER RD, GO
 AI1913'SOUTH FOR 0.42 MI (0.68 KM) ON HOVATTER RD, CROSSING CENTRAL ARIZONA
 AI1913'PROJECT AQUEDUCT, TO A POINT WHERE ROAD TURNS RIGHT.  BEAR RIGHT AND
 AI1913'GO WESTERLY FOR ABOUT 0.17 MI (0.27 KM) ON HOVATTER ROAD, PASSING DIRT
 AI1913'ROAD LEADING SOUTH, TO THE STATION ON LEFT.  THE STATION IS SET WITHIN
 AI1913'A TRIANGLE FORMED BY THREE METAL FENCE POSTS.  LOCATED 3 FT (0.9 M)
 AI1913'FROM EACH FENCE POST, 250 FT (76.2 M) SOUTH AND 906.76 FT (276.38 M)
 AI1913'WEST OF THE CENTERLINE OF THE HOVATTER ROAD BRIDGE OVER THE AQUEDUCT.
 AI1913
 AI1913                          STATION RECOVERY (2005)
 AI1913
 AI1913'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (DLD)
 AI1913'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1914 ***********************************************************************
 AI1914  DESIGNATION -  CAP AQUEDUCT ROW 496+49.28 200RT
 AI1914  PID         -  AI1914
 AI1914  STATE/COUNTY-  AZ/LA PAZ
 AI1914  USGS QUAD   -  OSBORNE WELL (1990)
 AI1914
 AI1914                         *CURRENT SURVEY CONTROL
 AI1914  ___________________________________________________________________
 AI1914* NAD 83(1992)-  34 09 23.61340(N)    114 02 43.06543(W)     ADJUSTED  
 AI1914* NAVD 88     -       375.4    (meters)    1232.     (feet)  GPS OBS   
 AI1914  ___________________________________________________________________
 AI1914  X           -  -2,152,935.648 (meters)                     COMP
 AI1914  Y           -  -4,825,302.628 (meters)                     COMP
 AI1914  Z           -   3,561,023.919 (meters)                     COMP
 AI1914  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AI1914  ELLIP HEIGHT-         344.55  (meters)          (09/30/99) GPS OBS
 AI1914  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AI1914
 AI1914  HORZ ORDER  -  A
 AI1914  ELLP ORDER  -  THIRD     CLASS I
 AI1914
 AI1914.The horizontal coordinates were established by GPS observations
 AI1914.and adjusted by the National Geodetic Survey in September 1999..
 AI1914
 AI1914.The orthometric height was determined by GPS observations and a
 AI1914.high-resolution geoid model.
 AI1914
 AI1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1914
 AI1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1914
 AI1914.The ellipsoidal height was determined by GPS observations
 AI1914.and is referenced to NAD 83.
 AI1914
 AI1914.The geoid height was determined by GEOID03.
 AI1914
 AI1914;                    North         East     Units Scale Factor Converg.
 AI1914;SPC AZ W     -   350,069.328   186,131.068   MT  0.99994247   -0 09 56.9
 AI1914;SPC AZ W     - 1,148,521.42    610,666.23   iFT  0.99994247   -0 09 56.9
 AI1914;UTM  11      - 3,783,460.851   772,403.877   MT  1.00051481   +1 39 35.8
 AI1914;UTM  12      - 3,783,706.692   219,241.274   MT  1.00057179   -1 42 39.3
 AI1914
 AI1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1914!SPC AZ W     -   0.99994591  x   0.99994247  =   0.99988839
 AI1914!UTM  11      -   0.99994591  x   1.00051481  =   1.00046070
 AI1914!UTM  12      -   0.99994591  x   1.00057179  =   1.00051767
 AI1914
 AI1914                          SUPERSEDED SURVEY CONTROL
 AI1914
 AI1914.No superseded survey control is available for this station.
 AI1914
 AI1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7240483461(NAD 83)
 AI1914_MARKER: DD = SURVEY DISK
 AI1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1914_STAMPING: STA 496+49.28 200.00 RT ROW
 AI1914_MARK LOGO: BOR   
 AI1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1914+STABILITY: SURFACE MOTION
 AI1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1914+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2005
 AI1914
 AI1914  HISTORY     - Date     Condition        Report By
 AI1914  HISTORY     - UNK      MONUMENTED       BOR
 AI1914  HISTORY     - 19990114 GOOD             CAP
 AI1914  HISTORY     - 20050121 GOOD             CAP
 AI1914
 AI1914                          STATION DESCRIPTION
 AI1914
 AI1914'DESCRIBED BY CENTRAL ARIZONA PROJECT 1999 (DLD)
 AI1914'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF PARKER.
 AI1914'OWNERSHIP--CENTRAL ARIZONA PROJECT.  TO REACH THE STATION FROM THE
 AI1914'INTERSECTION OF STATE HIGHWAY 95 (CALIFORNIA AVE) AND ARIZONA AVENUE
 AI1914'IN PARKER, GO EAST FOR 1.4 MI (2.3 KM) ON HIGHWAY 95 TO SHEA ROAD.
 AI1914'TURN LEFT AND GO 17.4 MI (28.0 KM) ON SHEA ROAD (PLANET RANCH ROAD) TO
 AI1914'A ROAD RIGHT (STEEL TRANSMISSION TOWER MAINTENANCE ROAD) JUST BEFORE
 AI1914'REACHING THE END OF PAVEMENT AND START OF GRAVEL ROAD.  TURN RIGHT AND
 AI1914'GO 1.6 MI (2.6 KM) ON THE MAINTENANCE ROAD TO TOWER 11 (EAST ONE OF
 AI1914'TWO TOWERS, SEVENTH SET OF TOWERS SOUTH OF SHEA ROAD). FROM THE EAST
 AI1914'TOWER, GO EAST FOR 240 FT (73.2 M) ALONG RIDGE TO THE STATION, ABOUT
 AI1914'30 FT (9.1 M) WEST FROM THE CENTRAL ARIZONA PROJECT RIGHT-OF-WAY
 AI1914'FENCE, SURROUNDED BY THREE METAL FENCE POSTS.
 AI1914
 AI1914                          STATION RECOVERY (2005)
 AI1914
 AI1914'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (JEM)
 AI1914'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5947 ***********************************************************************
 DG5947  DESIGNATION -  CAPE
 DG5947  PID         -  DG5947
 DG5947  STATE/COUNTY-  AZ/COCONINO
 DG5947  USGS QUAD   -  CAPE ROYAL (1988)
 DG5947
 DG5947                         *CURRENT SURVEY CONTROL
 DG5947  ___________________________________________________________________
 DG5947* NAD 83(1992)-  36 07 24.73682(N)    111 56 58.91256(W)     ADJUSTED  
 DG5947* NAVD 88     -      2406.8    (meters)    7896.     (feet)  GPS OBS   
 DG5947  ___________________________________________________________________
 DG5947  X           -  -1,928,714.751 (meters)                     COMP
 DG5947  Y           -  -4,785,829.277 (meters)                     COMP
 DG5947  Z           -   3,740,677.984 (meters)                     COMP
 DG5947  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DG5947  ELLIP HEIGHT-        2383.54  (meters)          (06/28/04) GPS OBS
 DG5947  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DG5947
 DG5947  HORZ ORDER  -  A
 DG5947  ELLP ORDER  -  THIRD     CLASS II
 DG5947
 DG5947.The horizontal coordinates were established by GPS observations
 DG5947.and adjusted by the National Geodetic Survey in June 2004..
 DG5947
 DG5947.The orthometric height was determined by GPS observations and a
 DG5947.high-resolution geoid model.
 DG5947
 DG5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5947
 DG5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5947
 DG5947.The ellipsoidal height was determined by GPS observations
 DG5947.and is referenced to NAD 83.
 DG5947
 DG5947.The geoid height was determined by GEOID03.
 DG5947
 DG5947;                    North         East     Units Scale Factor Converg.
 DG5947;SPC AZ C     -   568,219.820   210,386.728   MT  0.99990011   -0 01 10.1
 DG5947;SPC AZ C     - 1,864,238.25    690,245.17   iFT  0.99990011   -0 01 10.1
 DG5947;UTM  12      - 3,998,068.337   414,538.475   MT  0.99968999   -0 33 35.7
 DG5947
 DG5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5947!SPC AZ C     -   0.99962605  x   0.99990011  =   0.99952620
 DG5947!UTM  12      -   0.99962605  x   0.99968999  =   0.99931616
 DG5947
 DG5947                          SUPERSEDED SURVEY CONTROL
 DG5947
 DG5947.No superseded survey control is available for this station.
 DG5947
 DG5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1453898068(NAD 83)
 DG5947_MARKER: Z = SEE DESCRIPTION
 DG5947_SETTING: 66 = SET IN ROCK OUTCROP
 DG5947_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5947+STABILITY: POSITION/ELEVATION WELL
 DG5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5947+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5947
 DG5947  HISTORY     - Date     Condition        Report By
 DG5947  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5947
 DG5947                          STATION DESCRIPTION
 DG5947
 DG5947'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5947'FROM JACOB LAKE, AZ, FOLLOW AZ RTE. 67 (NORTH RIM PARKWAY) SOUTH TO
 DG5947'CAPE  ROYAL ROAD. TURN LEFT ON CAPE ROYAL ROAD AND FOLLOW ONTO THE
 DG5947'WALHALLA  PLATEAU TO THE END OF THE ROAD AND A LARGE PARKING LOT.
 DG5947'IMMEDIATELY  UPON REACHING THE PARKING LOT, TURN RIGHT AND PARK NEAR
 DG5947'BATHROOMS.  PACK 150 METERS NORTH TO THE CLEARING AND THE STATION.
 DG5947' 
 DG5947'STATION IS A 5/8-INCH DIMPLED PIN, CEMENTED IN BEDROCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0489 ***********************************************************************
 ER0489  DESIGNATION -  CAR
 ER0489  PID         -  ER0489
 ER0489  STATE/COUNTY-  AZ/APACHE
 ER0489  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0489
 ER0489                         *CURRENT SURVEY CONTROL
 ER0489  ___________________________________________________________________
 ER0489* NAD 83(1992)-  34 12 32.75602(N)    109 25 48.20581(W)     ADJUSTED  
 ER0489* NAVD 88     -      2216.4    (meters)    7272.     (feet)  VERTCON   
 ER0489  ___________________________________________________________________
 ER0489  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ER0489  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0489
 ER0489  HORZ ORDER  -  SECOND
 ER0489
 ER0489.The horizontal coordinates were established by classical geodetic methods
 ER0489.and adjusted by the National Geodetic Survey in August 1993..
 ER0489
 ER0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0489
 ER0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0489
 ER0489.The geoid height was determined by GEOID03.
 ER0489
 ER0489;                    North         East     Units Scale Factor Converg.
 ER0489;SPC AZ E     -   356,090.993   281,238.220   MT  0.99995678   +0 24 50.9
 ER0489;SPC AZ E     - 1,168,277.54    922,697.57   iFT  0.99995678   +0 24 50.9
 ER0489;UTM  12      - 3,786,455.037   644,631.325   MT  0.99985786   +0 52 58.1
 ER0489
 ER0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0489!SPC AZ E     -   0.99965574  x   0.99995678  =   0.99961254
 ER0489!UTM  12      -   0.99965574  x   0.99985786  =   0.99951365
 ER0489
 ER0489|---------------------------------------------------------------------|
 ER0489| PID    Reference Object                     Distance      Geod. Az  |
 ER0489|                                                           dddmmss.s |
 ER0489| CD1746 CAR RM 1                             13.617 METERS 10239     |
 ER0489| CD1747 CAR RM 2                             15.903 METERS 18731     |
 ER0489| ER0516 BARE                                APPROX. 6.8 KM 2833829.1 |
 ER0489|---------------------------------------------------------------------|
 ER0489
 ER0489                          SUPERSEDED SURVEY CONTROL
 ER0489
 ER0489  NAD 83(1986)-  34 12 32.75420(N)    109 25 48.21270(W) AD(       ) 2
 ER0489  NAD 27      -  34 12 32.59517(N)    109 25 45.88258(W) AD(       ) 2
 ER0489  NGVD 29 (07/19/86) 2215.5    (m)         7269.     (f) VERT ANG       
 ER0489
 ER0489.Superseded values are not recommended for survey control.
 ER0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0489.See file dsdata.txt to determine how the superseded data were derived.
 ER0489
 ER0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4463186455(NAD 83)
 ER0489_MARKER: DD = SURVEY DISK
 ER0489_SETTING: 80 = SET IN A BOULDER
 ER0489_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0489+STABILITY: SURFACE MOTION
 ER0489
 ER0489  HISTORY     - Date     Condition        Report By
 ER0489  HISTORY     - 1978     MONUMENTED       AZDT
 ER0489
 ER0489                          STATION DESCRIPTION
 ER0489
 ER0489'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0489'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF SPRINGERVILLE ALONG
 ER0489'THE SOUTH SIDE OF U.S. HWY. 60 ON A SMALL CONICAL CINDER HILL.
 ER0489'
 ER0489'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CAR 1978---EPOXIED
 ER0489'IN A DRILL HOLE IN ROCK AND ABOUT 600 FEET SOUTH OF HWY. ON A SMALL
 ER0489'CINDER HILL MARKED WITH A WITNESS POST AND SIGN 3.9 FEET TO SOUTHWEST.
 ER0489'
 ER0489'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CAR RM 1 1978
 ER0489'---AND IS EPOXIED TO A ROCK.
 ER0489'
 ER0489'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CAR RM 2 1978
 ER0489'---EPOXIED TO A ROCK.
 ER0489'
 ER0489'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 180-666 AND
 ER0489'60, 5 MILES NORTHWEST OF SPRINGERVILLE, TRAVEL WEST ON U.S. HWY. 60
 ER0489'FOR 6.9 MILES TO MILE POST 377.40 AND TO STATION ON THE LEFT, SOUTH,
 ER0489'ON A SMALL CINDER HILL.  STATION CAN BE REACHED BY GOING THROUGH GATE
 ER0489'AT MILE POST 378.28 AND DRIVE SOUTH FOR ABOUT 500 FEET TO POWER LINE
 ER0489'TRAIL, TURN RIGHT ON TRAIL AND GO ABOUT 0.9 MILE TO A SWALE ON SOUTH
 ER0489'SIDE OF STATION, TURN RIGHT UP SWALE PICKING WAY THROUGH ROCKS TO
 ER0489'STATION.  END OF TRUCK TRAVEL 50 FEET SOUTH OF STATION, A 4 X 4
 ER0489'VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0592 ***********************************************************************
 GP0592  DESIGNATION -  CARDENAS
 GP0592  PID         -  GP0592
 GP0592  STATE/COUNTY-  AZ/COCONINO
 GP0592  USGS QUAD   -  CAPE SOLITUDE (1988)
 GP0592
 GP0592                         *CURRENT SURVEY CONTROL
 GP0592  ___________________________________________________________________
 GP0592* NAD 83(1992)-  36 13 08.42622(N)    111 46 37.98877(W)     ADJUSTED  
 GP0592* NAVD 88     -      1869.1    (meters)    6132.     (feet)  VERTCON   
 GP0592  ___________________________________________________________________
 GP0592  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GP0592  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0592
 GP0592  HORZ ORDER  -  FIRST
 GP0592
 GP0592.The horizontal coordinates were established by classical geodetic methods
 GP0592.and adjusted by the National Geodetic Survey in August 1993..
 GP0592
 GP0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0592
 GP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0592
 GP0592.The geoid height was determined by GEOID03.
 GP0592
 GP0592;                    North         East     Units Scale Factor Converg.
 GP0592;SPC AZ C     -   578,820.749   225,897.001   MT  0.99990194   +0 04 56.6
 GP0592;SPC AZ C     - 1,899,018.21    741,131.89   iFT  0.99990194   +0 04 56.6
 GP0592;UTM  12      - 4,008,519.970   430,144.631   MT  0.99966012   -0 27 33.3
 GP0592
 GP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0592!SPC AZ C     -   0.99971039  x   0.99990194  =   0.99961236
 GP0592!UTM  12      -   0.99971039  x   0.99966012  =   0.99937061
 GP0592
 GP0592|---------------------------------------------------------------------|
 GP0592| PID    Reference Object                     Distance      Geod. Az  |
 GP0592|                                                           dddmmss.s |
 GP0592| CH2872 CARDENAS RM 1                        16.612 METERS 04730     |
 GP0592| CH2874 CARDENAS RM 3 AZIMUTH                              1995426.9 |
 GP0592| GP0596 ZOROASTER TEMPLE ROCK PINNACLE      APPROX.20.3 KM 2243952.5 |
 GP0592| CH2873 CARDENAS RM 2                         8.935 METERS 27856     |
 GP0592|---------------------------------------------------------------------|
 GP0592
 GP0592                          SUPERSEDED SURVEY CONTROL
 GP0592
 GP0592  NAD 83(1986)-  36 13 08.42692(N)    111 46 37.98603(W) AD(       ) 1
 GP0592  NAD 27      -  36 13 08.47500(N)    111 46 35.41500(W) AD(       ) 1
 GP0592  NGVD 29 (05/08/89) 1868.1    (m)         6129.     (f) VERT ANG       
 GP0592
 GP0592.Superseded values are not recommended for survey control.
 GP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0592.See file dsdata.txt to determine how the superseded data were derived.
 GP0592
 GP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3014508520(NAD 83)
 GP0592_MARKER: DS = TRIANGULATION STATION DISK
 GP0592_SETTING: 66 = SET IN ROCK OUTCROP
 GP0592_SP_SET: SET IN BEDROCK
 GP0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0592+STABILITY: POSITION/ELEVATION WELL
 GP0592
 GP0592  HISTORY     - Date     Condition        Report By
 GP0592  HISTORY     - 1903     MONUMENTED       USGS
 GP0592  HISTORY     - 1934     GOOD             USGS
 GP0592  HISTORY     - 1951     GOOD             CGS
 GP0592  HISTORY     - 1956     POOR             USGS
 GP0592  HISTORY     - 1967     GOOD             CGS
 GP0592  HISTORY     - 1967     GOOD             CGS
 GP0592
 GP0592                          STATION DESCRIPTION
 GP0592
 GP0592'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0592'LOCATED 0.5 MI E. OF MOUTH OF LITTLE COLORADO RIVER, 0.25 MI N.
 GP0592'OF CANYON RIM, ON KNOLL. COUNTRY IS CLEARED OF TIMBER.
 GP0592'
 GP0592'TO REACH FROM WILLOW SPRINGS, TAKE WAGON.
 GP0592'
 GP0592'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0592'IN SOLID ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN
 GP0592'DIAMETER.
 GP0592'
 GP0592'RMS--NONE SET.
 GP0592
 GP0592                          STATION RECOVERY (1934)
 GP0592
 GP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0592'ON THE HIGH POINT OF A ROUNDED KNOLL, ABOUT 21 MILES AIRLINE
 GP0592'SOUTHWEST OF CEDAR RIDGE TRADING POST, ABOUT 1/4 MILE NORTH OF
 GP0592'GRAND CANYON RIM, AND 1/2 MILE EAST OF MOUTH OF LITTLE COLORADO
 GP0592'RIVER.
 GP0592'
 GP0592'REACHED FROM CEDAR RIDGE TRADING POST.  TAKE MAIN ROAD JUST
 GP0592'SOUTH OF TRADING POST BUILDINGS, WESTERLY, AND GO 4.9 MILES,
 GP0592'TAKE LEFT FORK ON MAIN ROAD GO 0.3 MILE, PASSING NORTH AND
 GP0592'RESERVOIR, GO 0.1 MILE AND CROSS DAM ON WEST SIDE OF RESERVOIR,
 GP0592'TURN RIGHT AT SOUTH END OF DAM ONTO MAIN ROAD AND GO 2.0
 GP0592'MILES, TAKE LEFT FORK GO 0.2 MILE, TAKE LEFT FORK AND GO
 GP0592'0.5 MILE, TAKE RIGHT FORK AND GO 0.5 MILE, PASSING BETWEEN
 GP0592'LONE BUTTE ON RIGHT AND STEEP-SIDED MESA ON LEFT, CONTINUE
 GP0592'STRAIGHT AHEAD AT DIM CROSSROADS, GO 1.8 MILES TAKE RIGHT
 GP0592'FORK, GO 0.9 MILE PASSING WEST OF RESERVOIR, GO 0.2 MILE
 GP0592'CROSSING DAM ON SOUTH SIDE OF RESERVOIR, TURN LEFT (SOUTH)
 GP0592'GO 1.3 MILES, TAKE LEFT FORK GO 1.0 MILE RIGHT AT
 GP0592'CROSSROADS, GO 1.1 MILES CROSS DAM, TURN SHARP LEFT GO
 GP0592'3.1 MILES, TAKE LEFT FORK GO 0.5 MILE, CONTINUE STRAIGHT
 GP0592'AHEAD AT CROSSROADS, GO 4.9 MILES TURN LEFT OFF ROAD,
 GP0592'DRIVE CROSS COUNTRY APPROXIMATELY SOUTH-SOUTHEAST TOWARD HIGHEST
 GP0592'PART OF KNOLL 0.4 MILE TO STATION.  THIS ROAD IS
 GP0592'SUSCEPTIBLE TO CHANGE DUE TO NUMEROUS TRAILS AND ROADS MADE
 GP0592'BY INDIANS WORKING IN THIS AREA.  MR.  BURGMAN OF THE
 GP0592'TRADING POST CONDUCTS TOURISTS OVER THIS ROAD TO THE RIM OF
 GP0592'THE CANYON AND HE SHOULD BE CONSULTED CONCERNING THIS ROUTE
 GP0592'TO THE CANYON.
 GP0592'
 GP0592'STATION MARKED BY A CROSS CUT INTO THE CENTER OF AN IRREGULAR
 GP0592'MASS, MOLTEN LEAD, WHICH WAS SET IN THE TOP OF A BURIED BOULDER.
 GP0592'
 GP0592'AZIMUTH MARK LIES ABOUT 1/4 MILE SOUTH-SOUTHWEST OF STATION
 GP0592'ON POINT OVERLOOKING CANYON, TABLET IN ROCK OUTCROP.
 GP0592'
 GP0592'REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0592
 GP0592                          STATION RECOVERY (1951)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0592'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 GP0592'FOUND IN GOOD CONDITION.  THE STATION WAS VISITED BY A LIGHTKEEPER
 GP0592'ONLY.
 GP0592'
 GP0592'THE STATION IS LOCATED ON A LOW SAGE-COVERED HILL LYING IN
 GP0592'THE FORKS OF THE LITTLE COLORADO AND THE COLORADO RIVERS, AND
 GP0592'LOOKS INTO THE GRAND CANYON TO THE W.  IT IS ABOUT 30 MI.
 GP0592'(AIRLINE) W-NW OF TUBA CITY, AND ABOUT 20 MI. (AIRLINE)
 GP0592'W-SW OF THE GAP TRADING POST.
 GP0592'
 GP0592'TO REACH THE STATION FROM THE GAP TRADING POST ON HIGHWAY
 GP0592'89, GO N ON THE HIGHWAY FOR 6 MI. TO THE CEDAR RIDGE TRADING
 GP0592'POST, TURN LEFT AT THE S SIDE OF THE TRADING POST AND FOLLOW
 GP0592'THE MAIN TRACK ROAD W FOR 7.2 MI. TO A FORK, TAKE THE LEFT
 GP0592'FORK NEAR THE NW END OF THE MESA AND GO S BETWEEN THE MESA
 GP0592'AND THE LONE BUTTE FOR 0.7 MI. TAKE THE RIGHT FORK
 GP0592'(MAIN-TRAVELED ROAD) AND CONTINUE FOR 0.8 MI. TO A FORK, TAKE
 GP0592'THE MIDDLE FORK AND CONTINUE S FOR 2.7 MI., BEAR LEFT
 GP0592'AROUND A FENCE AND GO S FOR 0.4 MI. TO A FORK, TAKE THE
 GP0592'RIGHT FORK AND GO NW OVER A DAM FOR 0.1 MI. TO A FORK,
 GP0592'TAKE THE LEFT FORK W FOR 2.6 MI. TO A FORK, TAKE THE LEFT
 GP0592'FORK PASSING AROUND AND BELOW A DAM AND GO 0.3 MI.,
 GP0592'CONTINUE SW TAKING ALL LEFT FORKS FOR 3.2 MI. TO SEVERAL OLD
 GP0592'HOGANS, CONTINUE ON THE W SIDE OF THE HOGANS AND GO S ON
 GP0592'A TRACK ROAD FOR 0.7 MI. TO A FORK, TAKE THE RIGHT FORK AND
 GP0592'GO W AND S FOR 3.5 MI. TO A FORK, TAKE THE LEFT FORK AND
 GP0592'CONTINUE FOR 0.8 MI. TO A POINT WHRE THE ROAD BEARS TO THE
 GP0592'NW DOWNGRADE TOWARDS THE CANYON RIM, HERE TURN LEFT AND
 GP0592'GO S UP THROUGH THE SAGE BRUSH FOR 0.4 MI.  TO THE TOP OF THE
 GP0592'HILL AND THE STATION.
 GP0592'
 GP0592'STATION MARK IS A DISK, SET IN BEDROCK WITH A CROSS MARKED
 GP0592'ON TOP.
 GP0592'
 GP0592'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARDENAS NO
 GP0592'1 1934 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GP0592'
 GP0592'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARDENAS NO 2
 GP0592'1934 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GP0592'
 GP0592'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARDENAS 1934
 GP0592'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 1/4
 GP0592'MI. S-SW OF THE STATION, AND ON A POINT OVERLOOKING THE
 GP0592'GRAND CANYON.
 GP0592
 GP0592                          STATION RECOVERY (1956)
 GP0592
 GP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0592'STATION MARK IS BADLY BATTERED.
 GP0592
 GP0592                          STATION RECOVERY (1967)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 GP0592'STATION AND ALL R.M.S RECOVERED IN GOOD CONDITION AS DESCRIBED
 GP0592'EXCEPT IN 1951 DESCRIPTION WHERE TOLD TO TAKE MIDDLE FORK IN
 GP0592'ROAD IT SHOULD BE CHANGED TO TAKE RIGHT FORK.
 GP0592'
 GP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 GP0592'W-NW OF TUBA CITY
 GP0592
 GP0592                          STATION RECOVERY (1967)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 GP0592'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0592'
 GP0592'THE STATION IS LOCATED ON A SAGE COVERED HILL AT THE JUNCTION
 GP0592'OF THE COLORADO AND LITTLE COLORADO RIVERS.
 GP0592'
 GP0592'DUE TO THE GREAT NUMBER OF DIRT ROADS AND CONTINUOUS CHANGE,
 GP0592'THE BEST DESCRIPTION FOR THIS STATION IS AS FOLLOWS.  TO
 GP0592'REACH THE STATION FROM THE GAP TRADING POST ON HIGHWAY 89,
 GP0592'GO NORTH ON THE HIGHWAY FOR 6.2 MILES TO THE CEDAR RIDGE TRADING
 GP0592'POST.  HERE TURN LEFT (WEST) AND FOLLOW THE MAIN TRAVELED
 GP0592'ROAD FOR 7.2 MILES TO A FORK AT THE NORTHWEST END OF A LONG
 GP0592'LINE OF MESAS.  GO SOUTH ON THE LEFT FORK FOR 0.7 MILES,
 GP0592'PASSING BETWEEN THE MESA AND THE LONE BUTTE.  HERE TAKE THE
 GP0592'RIGHT FORK AND CONTINUE IN A SOUTHWESTERLY DIRECTION
 GP0592'KEEPING TO THE MAIN TRAVELED ROADS FOR 15 MILES TO THE
 GP0592'STATION ON A LOW HILL.  FROM THE LONE BUTTE YOU CAN
 GP0592'KEEP HEADING TOWARD THE WATCHTOWER ON THE SOUTH RIM OF
 GP0592'THE GRAND CANYON.
 GP0592'
 GP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 GP0592'IS ABOUT 30 MILES WEST-NORTHWEST OF TUBA CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1268 ***********************************************************************
 DA1268  DESIGNATION -  CARDIGAN
 DA1268  PID         -  DA1268
 DA1268  STATE/COUNTY-  AZ/PIMA
 DA1268  USGS QUAD   -  CHICO SHUNIE (1990)
 DA1268
 DA1268                         *CURRENT SURVEY CONTROL
 DA1268  ___________________________________________________________________
 DA1268* NAD 83(1992)-  32 21 51.85877(N)    112 54 35.44881(W)     ADJUSTED  
 DA1268* NAVD 88     -       891.3    (meters)    2924.     (feet)  VERTCON   
 DA1268  ___________________________________________________________________
 DA1268  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DA1268  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA1268
 DA1268  HORZ ORDER  -  THIRD
 DA1268
 DA1268.The horizontal coordinates were established by classical geodetic methods
 DA1268.and adjusted by the National Geodetic Survey in August 1993..
 DA1268
 DA1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1268
 DA1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1268
 DA1268.The geoid height was determined by GEOID03.
 DA1268
 DA1268;                    North         East     Units Scale Factor Converg.
 DA1268;SPC AZ C     -   151,705.554   119,891.686   MT  1.00000770   -0 31 54.1
 DA1268;SPC AZ C     -   497,721.63    393,345.43   iFT  1.00000770   -0 31 54.1
 DA1268;UTM  12      - 3,582,431.942   320,307.555   MT  0.99999819   -1 01 21.4
 DA1268
 DA1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1268!SPC AZ C     -   0.99986504  x   1.00000770  =   0.99987274
 DA1268!UTM  12      -   0.99986504  x   0.99999819  =   0.99986323
 DA1268
 DA1268:                Primary Azimuth Mark                     Grid Az
 DA1268:SPC AZ C     -  AJO 2                                    126 08 46.5
 DA1268:UTM  12      -  AJO 2                                    126 38 13.8
 DA1268
 DA1268|---------------------------------------------------------------------|
 DA1268| PID    Reference Object                     Distance      Geod. Az  |
 DA1268|                                                           dddmmss.s |
 DA1268| DA1537 AJO 2                               APPROX. 7.8 KM 1253652.4 |
 DA1268|---------------------------------------------------------------------|
 DA1268
 DA1268                          SUPERSEDED SURVEY CONTROL
 DA1268
 DA1268  NAD 83(1986)-  32 21 51.83913(N)    112 54 35.44477(W) AD(       ) 3
 DA1268  NGVD 29 (06/20/88)  890.6    (m)         2922.     (f) VERT ANG       
 DA1268
 DA1268.Superseded values are not recommended for survey control.
 DA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1268.See file dsdata.txt to determine how the superseded data were derived.
 DA1268
 DA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2030882432(NAD 83)
 DA1268_MARKER: DS = TRIANGULATION STATION DISK
 DA1268_SETTING: 80 = SET IN A BOULDER
 DA1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1268+STABILITY: SURFACE MOTION
 DA1268
 DA1268  HISTORY     - Date     Condition        Report By
 DA1268  HISTORY     - 1931     MONUMENTED       USGS
 DA1268  HISTORY     - 1962     GOOD             USGS
 DA1268
 DA1268                          STATION DESCRIPTION
 DA1268
 DA1268'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 DA1268'NOT OCCUPIED.
 DA1268'
 DA1268'LOCATED ABOUT 1.5 MI NW. OF HOUSE ON CARDIGAN MINING CLAIMS.  NEAR
 DA1268'CENTER OF SECTION 20, T12S, R6W, ON WEST END OF HIGH RIDGE.
 DA1268'
 DA1268'TO REACH FROM AJO, TAKE RD. TO CARDIGAN MINING CLAIMS.  ABOUT 1.0
 DA1268'MI PAST CLAIMS TAKE RD. N. TO SOUTH BASE OF MOUNTAIN FROM WHERE
 DA1268'MOUNTAIN CAN BE ASCENDED ON FOOT.
 DA1268'
 DA1268'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN ROCK UNDER
 DA1268'CAIRN.
 DA1268
 DA1268                          STATION RECOVERY (1962)
 DA1268
 DA1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1268'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1999 ***********************************************************************
 DV1999  DESIGNATION -  CARL
 DV1999  PID         -  DV1999
 DV1999  STATE/COUNTY-  AZ/MARICOPA
 DV1999  USGS QUAD   -  NEW RIVER (1981)
 DV1999
 DV1999                         *CURRENT SURVEY CONTROL
 DV1999  ___________________________________________________________________
 DV1999* NAD 83(1992)-  33 58 13.46080(N)    112 08 00.29234(W)     ADJUSTED  
 DV1999* NAVD 88     -       798.2    (meters)    2619.     (feet)  VERTCON   
 DV1999  ___________________________________________________________________
 DV1999  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DV1999  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DV1999
 DV1999  HORZ ORDER  -  SECOND
 DV1999
 DV1999.The horizontal coordinates were established by classical geodetic methods
 DV1999.and adjusted by the National Geodetic Survey in August 1993..
 DV1999
 DV1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1999
 DV1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1999
 DV1999.The geoid height was determined by GEOID03.
 DV1999
 DV1999;                    North         East     Units Scale Factor Converg.
 DV1999;SPC AZ C     -   329,392.693   193,330.838   MT  0.99990494   -0 07 16.0
 DV1999;SPC AZ C     - 1,080,684.69    634,287.53   iFT  0.99990494   -0 07 16.0
 DV1999;UTM  12      - 3,759,453.366   395,292.754   MT  0.99973515   -0 38 00.1
 DV1999
 DV1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1999!SPC AZ C     -   0.99987918  x   0.99990494  =   0.99978414
 DV1999!UTM  12      -   0.99987918  x   0.99973515  =   0.99961437
 DV1999
 DV1999:                Primary Azimuth Mark                     Grid Az
 DV1999:SPC AZ C     -  BUD                                      188 37 57.6
 DV1999:UTM  12      -  BUD                                      189 08 41.7
 DV1999
 DV1999|---------------------------------------------------------------------|
 DV1999| PID    Reference Object                     Distance      Geod. Az  |
 DV1999|                                                           dddmmss.s |
 DV1999| DV0157 BUD                                 APPROX. 4.1 KM 1883041.6 |
 DV1999| CH4943 CARL RM 1                             5.643 METERS 21656     |
 DV1999| CH4944 CARL RM 2                             9.005 METERS 28710     |
 DV1999|---------------------------------------------------------------------|
 DV1999
 DV1999                          SUPERSEDED SURVEY CONTROL
 DV1999
 DV1999  NAD 83(1986)-  33 58 13.45564(N)    112 08 00.29557(W) AD(       ) 2
 DV1999  NAD 27      -  33 58 13.33030(N)    112 07 57.72350(W) AD(       ) 2
 DV1999  NGVD 29 (07/19/86)  797.6    (m)         2617.     (f) VERT ANG       
 DV1999
 DV1999.Superseded values are not recommended for survey control.
 DV1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1999.See file dsdata.txt to determine how the superseded data were derived.
 DV1999
 DV1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9529359453(NAD 83)
 DV1999_MARKER: DS = TRIANGULATION STATION DISK
 DV1999_SETTING: 80 = SET IN A BOULDER
 DV1999_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1999
 DV1999  HISTORY     - Date     Condition        Report By
 DV1999  HISTORY     - 1959     MONUMENTED       CGS
 DV1999  HISTORY     - 1967     GOOD             AMS
 DV1999
 DV1999                          STATION DESCRIPTION
 DV1999
 DV1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV1999'THE STATION IS LOCATED ON THE SUMMIT OF A SHARP, OUTSTANDING
 DV1999'PEAK THAT IS ABOUT 7 MILES SOUTH OF BLACK CANYON, 0.5 MILE
 DV1999'WEST OF NEW RIVER AND 0.3 MILE WEST OF STATE HIGHWAY 69.
 DV1999'
 DV1999'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV1999'GO SOUTH ON STATE HIGHWAY 69 FOR 7.4 MILES TO A SIDE ROAD
 DV1999'RIGHT, TURN RIGHT, WEST, PASS THROUGH A WIRE GATE AND GO 0.05
 DV1999'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK
 DV1999'ROAD FOR 0.3 MILE, HERE TURN RIGHT AND GO NORTH ACROSS
 DV1999'COUNTRY AS FAR AS POSSIBLE TO THE END OF TRUCK TRAVEL.  FROM
 DV1999'HERE PACK NORTH UPHILL FOR ABOUT 15 MINUTES TO THE HIGHEST
 DV1999'POINT OF THE MOUNTAIN AND THE STATION.
 DV1999'
 DV1999'THE STATION MARK, STAMPED CARL 1958, IS A STANDARD DISK
 DV1999'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES
 DV1999'AND IS ON THE HIGHEST POINT OF THE HILL.
 DV1999'
 DV1999'REFERENCE MARK NO. 1, STAMPED CARL NO 1 1958, IS A STANDARD
 DV1999'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DV1999'12 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION ON THE
 DV1999'SOUTH SLOPE OF THE HILL.
 DV1999'
 DV1999'REFERENCE MARK NO. 2, STAMPED CARL NO 2 1958, IS A STANDARD
 DV1999'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 7
 DV1999'INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION ON THE WEST
 DV1999'SLOPE OF THE HILL.
 DV1999'
 DV1999'STATION BUD CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 DV1999'THEREOF).
 DV1999
 DV1999                          STATION RECOVERY (1967)
 DV1999
 DV1999'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1999'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 RECOVERED AS
 DV1999'DESCRIBED AND IN GOOD CONDITION.
 DV1999'
 DV1999'R.M. NO. 1, PUB DIST. = 18.51 FT., CHECK DIST = 18.4 FT.
 DV1999'
 DV1999'R.M. NO. 2, PUB. DIST. = 29.54 FT., CHECK DIST. = 29.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1089 ***********************************************************************
 CG1089  DESIGNATION -  CARMEN
 CG1089  PID         -  CG1089
 CG1089  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1089  USGS QUAD   -  TUBAC (1981)
 CG1089
 CG1089                         *CURRENT SURVEY CONTROL
 CG1089  ___________________________________________________________________
 CG1089* NAD 83(1992)-  31 35 59.59153(N)    111 03 15.74278(W)     ADJUSTED  
 CG1089* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 CG1089  ___________________________________________________________________
 CG1089  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CG1089  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG1089
 CG1089  HORZ ORDER  -  SECOND
 CG1089
 CG1089.The horizontal coordinates were established by classical geodetic methods
 CG1089.and adjusted by the National Geodetic Survey in August 1993..
 CG1089
 CG1089.The orthometric height was scaled from a topographic map.
 CG1089
 CG1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1089
 CG1089.The geoid height was determined by GEOID03.
 CG1089
 CG1089;                    North         East     Units Scale Factor Converg.
 CG1089;SPC AZ C     -    66,828.202   295,185.906   MT  0.99998255   +0 27 06.7
 CG1089;SPC AZ C     -   219,252.63    968,457.70   iFT  0.99998255   +0 27 06.7
 CG1089;UTM  12      - 3,496,088.814   494,842.002   MT  0.99960033   -0 01 42.6
 CG1089
 CG1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1089!SPC AZ C     -   0.99984187  x   0.99998255  =   0.99982442
 CG1089!UTM  12      -   0.99984187  x   0.99960033  =   0.99944226
 CG1089
 CG1089:                Primary Azimuth Mark                     Grid Az
 CG1089:SPC AZ C     -  HIGHWAY 89 STA 1148+6703                 015 30 26.5
 CG1089:UTM  12      -  HIGHWAY 89 STA 1148+6703                 015 59 15.8
 CG1089
 CG1089|---------------------------------------------------------------------|
 CG1089| PID    Reference Object                     Distance      Geod. Az  |
 CG1089|                                                           dddmmss.s |
 CG1089| CH5480 HIGHWAY 89 STA 1148+6703                           0155733.2 |
 CG1089| CH4945 CARMEN RM 1                          11.628 METERS 02219     |
 CG1089| CG1092 TUBAC CATHOLIC CHURCH CROSS         APPROX. 1.6 KM 0265511.5 |
 CG1089| CH4946 CARMEN RM 2                          10.666 METERS 11840     |
 CG1089|---------------------------------------------------------------------|
 CG1089
 CG1089                          SUPERSEDED SURVEY CONTROL
 CG1089
 CG1089  NAD 83(1986)-  31 35 59.58054(N)    111 03 15.73924(W) AD(       ) 2
 CG1089  NAD 27      -  31 35 59.26230(N)    111 03 13.40950(W) AD(       ) 2
 CG1089
 CG1089.Superseded values are not recommended for survey control.
 CG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1089.See file dsdata.txt to determine how the superseded data were derived.
 CG1089
 CG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9484296089(NAD 83)
 CG1089_MARKER: DS = TRIANGULATION STATION DISK
 CG1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1089
 CG1089  HISTORY     - Date     Condition        Report By
 CG1089  HISTORY     - 1959     MONUMENTED       CGS
 CG1089  HISTORY     - 1962     GOOD             CGS
 CG1089  HISTORY     - 1967     GOOD             CGS
 CG1089  HISTORY     - 1974     GOOD             LOCENG
 CG1089
 CG1089                          STATION DESCRIPTION
 CG1089
 CG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1089'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF CARMEN AND ON A
 CG1089'LOW HILL ABOUT 0.2 MILE WEST OF U.S. HIGHWAY 89.
 CG1089'
 CG1089'TO REACH THE STATION FROM THE POST OFFICE IN TUMACACORI, GO NORTH
 CG1089'ON U.S. HIGHWAY 89 FOR 2.2 MILES TO A STOCK GUARD ON THE LEFT,
 CG1089'WEST, SIDE OF THE HIGHWAY AND A T-ROAD TO THE LEFT.  TURN LEFT
 CG1089'AND FOLLOW THE DIRT ROAD 0.2 MILE.  TURN RIGHT, NORTH, AND GO
 CG1089'ACROSS COUNTRY FOR 0.2 MILE TO THE STATION.
 CG1089'
 CG1089'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT ROAD AND
 CG1089'U.S. HIGHAY 89, GO NORTH ON U.S. HIGHWAY 89 FOR 0.6 MILE TO A
 CG1089'CONCRETE CULVERT AND THE ZIMUTH MARK ON THE LEFT, WEST, SIDE
 CG1089'OF THE HIGHWAY.
 CG1089'
 CG1089'THE STATION MARK, STAMPED CARMEN 1959, IS A STANDARD DISK SET IN THE
 CG1089'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 CG1089'IS 7.1 FEET EAST OF THE WITNESS POST.
 CG1089'
 CG1089'REFERENCE MARK NO. 1, STAMPED CARMEN NO 1 1959, IS A STANDARD DISK
 CG1089'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CG1089'INCHES.  IT IS 43.3 FEET EAST OF THE WITNESS POST.
 CG1089'
 CG1089'REFERENCE MARK NO. 2, STAMPED CARMEN NO 2 1959, IS A STANDARD DISK
 CG1089'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG1089'4 INCHES.  IT IS 40.0 FEET SOUTHEAST OF THE WITNESS POST.
 CG1089'
 CG1089'THE AZIMUTH MARK, STAMPED ELEV 3234.45 STA 1148 - 6703 1952,
 CG1089'IS AN ARIZONA STATE HIGHWAY DISK CEMENTED IN A DRILL HOLE IN THE
 CG1089'WEST HEADWALL OF A CONCRETE CULVERT.  IT IS 24.5 FT. WEST OF THE
 CG1089'CENTERLINE OF U.S. HIGHWAY 89 AND 7.0 FEET NORTH OF THE SOUTH END
 CG1089'OF THE HEADWALL.
 CG1089
 CG1089                          STATION RECOVERY (1962)
 CG1089
 CG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG1089'STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1089'RECOVERED AS DESCRIBED.  ALL DISTANCES AND DIRECTIONS CHECKED.
 CG1089'THE ORIGINAL DESCRIPTION TO REACH THE STATION WAS CONSIDERED
 CG1089'ADEQUATE.
 CG1089
 CG1089                          STATION RECOVERY (1967)
 CG1089
 CG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RMS)
 CG1089'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 CG1089'1959.  IT WAS OCCUPIED AT THIS TIME BY THE ARIZONA DIVISION OF
 CG1089'HIGHWAYS TO ESTABLISH TRIANGULATION STATION CORI 2 1967.
 CG1089'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND AZIMUTH MARK
 CG1089'WERE NOT OBSERVED DURING THIS OCCUPATION.
 CG1089
 CG1089                          STATION RECOVERY (1974)
 CG1089
 CG1089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GVN)
 CG1089'STATION RECOVERED BY ANAMAX MINING CO.
 CG1089'
 CG1089'STATION RECOVERED BY RESIDENCE OF MR. R.L. LEWIS
 CG1089'
 CG1089'R.M. 1--4.35 FT NE OF NE COR OF HOUSE 1.65 E OF N. PATIO SLAB
 CG1089'IN THE BOTTOM OF A 16 IN CHIMNEY FLUE PIPE.
 CG1089'
 CG1089'R.M. 2--14.6 FT SE OF SE CORNER OF HOUSE (NEAR CHIMNEY) AND
 CG1089'5.5 SE OF SE CORNER OF S PATIO IN THE BOTTOM OF 16 IN CHIMNEY
 CG1089'FLUE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0996 ***********************************************************************
 CG0996  DESIGNATION -  CARR
 CG0996  PID         -  CG0996
 CG0996  STATE/COUNTY-  AZ/COCHISE
 CG0996  USGS QUAD   -  MILLER PEAK (1978)
 CG0996
 CG0996                         *CURRENT SURVEY CONTROL
 CG0996  ___________________________________________________________________
 CG0996* NAD 83(1992)-  31 27 16.02544(N)    110 16 08.02929(W)     ADJUSTED  
 CG0996* NAVD 88     -      1646.1    (meters)    5401.     (feet)  VERTCON   
 CG0996  ___________________________________________________________________
 CG0996  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 CG0996  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0996
 CG0996  HORZ ORDER  -  FIRST
 CG0996
 CG0996.The horizontal coordinates were established by classical geodetic methods
 CG0996.and adjusted by the National Geodetic Survey in August 1993..
 CG0996
 CG0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0996
 CG0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0996
 CG0996.The geoid height was determined by GEOID03.
 CG0996
 CG0996;                    North         East     Units Scale Factor Converg.
 CG0996;SPC AZ E     -    50,386.060   203,644.143   MT  0.99990116   -0 03 12.0
 CG0996;SPC AZ E     -   165,308.60    668,123.83   iFT  0.99990116   -0 03 12.0
 CG0996;UTM  12      - 3,480,199.623   569,463.198   MT  0.99965951   +0 22 53.5
 CG0996
 CG0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0996!SPC AZ E     -   0.99974597  x   0.99990116  =   0.99964715
 CG0996!UTM  12      -   0.99974597  x   0.99965951  =   0.99940556
 CG0996
 CG0996:                Primary Azimuth Mark                     Grid Az
 CG0996:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               018 49 19.5
 CG0996:UTM  12      -  PHOENIX EL PASO AWY BCN 16               018 23 14.0
 CG0996
 CG0996|---------------------------------------------------------------------|
 CG0996| PID    Reference Object                     Distance      Geod. Az  |
 CG0996|                                                           dddmmss.s |
 CG0996| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.36.3 KM 0184607.5 |
 CG0996| CC7098 CARR RM 1                             5.920 METERS 09012     |
 CG0996| CG0992 HEREFORD SP RR WATER TANK           APPROX.16.3 KM 0960951.9 |
 CG0996| CC7097 CARR AZ MK                                         1182107.7 |
 CG0996| CC7099 CARR RM 2                             5.987 METERS 16823     |
 CG0996| CG0997 MILLER PEAK LOOKOUT                 APPROX. 7.2 KM 1982937.4 |
 CG0996|---------------------------------------------------------------------|
 CG0996
 CG0996                          SUPERSEDED SURVEY CONTROL
 CG0996
 CG0996  NAD 83(1986)-  31 27 16.01688(N)    110 16 08.01871(W) AD(       ) 1
 CG0996  NAD 27      -  31 27 15.66300(N)    110 16 05.72800(W) AD(       ) 1
 CG0996  NGVD 29 (03/13/91) 1645.1    (m)         5397.     (f) VERT ANG       
 CG0996
 CG0996.Superseded values are not recommended for survey control.
 CG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0996.See file dsdata.txt to determine how the superseded data were derived.
 CG0996
 CG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6946380200(NAD 83)
 CG0996_MARKER: DS = TRIANGULATION STATION DISK
 CG0996_SETTING: 66 = SET IN ROCK OUTCROP
 CG0996_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0996+STABILITY: POSITION/ELEVATION WELL
 CG0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0996+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 CG0996
 CG0996  HISTORY     - Date     Condition        Report By
 CG0996  HISTORY     - 1938     MONUMENTED       CGS
 CG0996  HISTORY     - 1947     GOOD             AMS
 CG0996  HISTORY     - 1968     GOOD             USE
 CG0996  HISTORY     - 1982     GOOD             AZDT
 CG0996  HISTORY     - 1986     GOOD             AZDT
 CG0996  HISTORY     - 20050421 GOOD             USPSQD
 CG0996
 CG0996                          STATION DESCRIPTION
 CG0996
 CG0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0996'STATION IS ON A SMALL, LONE, GREY ROCK HILL AT THE MOUTH OF CARR
 CG0996'CANYON AND ABOUT 1/2 MILE W OF MARTINS STORE AND GAS STATION
 CG0996'ON THE HEREFORD-FORT HUACHUCA HIGHWAY.  IT IS ABOUT 8-1/2 MILES
 CG0996'SE OF FORT HUACHUCA AND ABOUT 10 MILES W OF HEREFORD, A SMALL
 CG0996'VILLAGE ON THE SOUTHERN PACIFIC RAILROAD.
 CG0996'
 CG0996'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0996'OUTCROPPING BEDROCK. AZIMUTH MARK
 CG0996'IS A STANDARD BRONZE DISK SET IN A BOULDER.
 CG0996'
 CG0996'TO REACH FROM FORT HUACHUCA GO E AND S ON THE BISBEE ROAD 13.
 CG0996'2 MILES TO MARTINS STORE ON THE RIGHT.  TO REACH FROM HEREFORD
 CG0996'GO W ON THE FORT HUACHUCA ROAD 9.0 MILES TO MARTINS STORE.  FROM
 CG0996'THE STORE GO W ON THE GRADED ROAD UP CARR CANYON 0.1 MILES TO A
 CG0996'CATTLE GUARD.  CROSS THE GUARD AND GO TO THE RIGHT OFF THE ROAD
 CG0996'AND FOLLOW THE OLD WASHED-OUT ROAD W ALONG THE FENCE LINE 0.4
 CG0996'MILE TO THE END OF TRUCK TRAVEL AT THE S SIDE OF THE HILL.  FROM
 CG0996'THIS POINT PACK UP THE STEEP SLOPE ABOUT 0.25 MILE TO THE
 CG0996'HIGHEST POINT AND STATION.
 CG0996'
 CG0996'REFERENCE MARK NO. 1 IS E OF THE STATION AT ABOUT THE SAME
 CG0996'ELEVATION.  REFERENCE MARK NO. 2 IS S X E OF THE STATION AND ABOUT
 CG0996'2 FEET LOWER IN ELEVATION.
 CG0996'
 CG0996'THE AZIMUTH MARK IS ESE OF THE STATION APPROXIMATELY 0.75
 CG0996'MILE AND ABOUT 25 FEET E OF THE CENTER OF THE HIGHWAY.  IT IS
 CG0996'0.8 MILE N OF NICKS PLACE, WHICH IS ON THE HEREFORD-FORT
 CG0996'HUACHUCA HIGHWAY.
 CG0996
 CG0996                          STATION RECOVERY (1947)
 CG0996
 CG0996'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG0996'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 CG0996'BISBEE ROAD IS NOW STATE HIGHWAY 92, AND MARTINS STORE IS NOW
 CG0996'KNOWN AS FLETCHERS ROUNDUP.
 CG0996'
 CG0996'ALL MARKS ARE IN GOOD CONDITION.  STATION MARK IS STAMPED CARR 1938.
 CG0996
 CG0996                          STATION RECOVERY (1968)
 CG0996
 CG0996'RECOVERY NOTE BY US ENGINEERS 1968
 CG0996'MARK IS LOCATED 10.1 AIRMILES (W) OF HEREFORD.  1.6 AIRMILES (NW)
 CG0996'OF NICKSVILLE.
 CG0996'
 CG0996'TO REACH FROM HEREFORD GO (W) ON BLACK TOP ROAD (HEREFORD ROAD)
 CG0996'FOR 9 MILES TO JUNCTION WITH STATE HWY 92.  TURN RIGHT (WNW) ON
 CG0996'STATE HWY 92 AND GO 1.2 MILES TO JUNCTION WITH GRAVEL ROAD ON LEFT.
 CG0996'TURN LEFT (WNW) AND GO 0.2 MILE TO CATTLE GUARD AND Y
 CG0996'INTERSECTION.  TAKE LEFT FORK (SW) AND GO 0.7 MILE TO GATE ON
 CG0996'RIGHT.  TURN RIGHT (NNW) THROUGH GATE ONTO GRAZING LAND AND
 CG0996'PROCEED CROSS-COUNTRY 0.3 MILE TOWARD SADDLE OF HILL AND END OF
 CG0996'VEHICLE TRAVEL.  PACK UP STEEP SLOPE 0.25 MILE TO HIGHEST
 CG0996'POINT AND STATION SITE (20 MINUTE PACK).  STATION IS
 CG0996'MARKED BY A USC AND GS BRONZE DISK SET FLUSH WITH GROUND.
 CG0996'STAMPED CARR 1938.
 CG0996'
 CG0996'R.M. 1 IS A USC AND GS BRONZE DISK SET FLUSH WITH THE GROUND.
 CG0996'STAMPED CARR NO 1 1938.  IT IS LOCATED 5.93 M (E) OF MARK ON A
 CG0996'MAG. AZ. OF 90 DEG AND A DE OF -0.06 M.
 CG0996'
 CG0996'R.M. 2 IS A USC AND GS BRONZE DISK SET FLUSH WITH GROUND.  STAMPED
 CG0996'CARR NO 2 1938.  IT IS LOCATED 6.01 M (SSE) OF MARK ON A MAG. AZ.
 CG0996'OF 168 DEG AND A DE OF -0.42 M.
 CG0996'
 CG0996'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN A BOULDER.
 CG0996'STAMPED CARR 1938.  IT IS LOCATED APPROXIMATELY 0.75 MILE (ESE)
 CG0996'OF MARK ON A MAG. AZ OF 118 DEG.
 CG0996'
 CG0996'CONDITION OF MARKS IS EXCELLENT.  VIEW IN ALL DIRECTIONS IS
 CG0996'EXCELLENT EXCEPT IN MAG. AZ. AREA 140 DEG -320 DEG (HUACHUCA
 CG0996'MOUNTAIN RANGE).
 CG0996
 CG0996                          STATION RECOVERY (1982)
 CG0996
 CG0996'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG0996'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CG0996'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.  A NEW ROUTE
 CG0996'TO THE STATION FOLLOWS.
 CG0996'
 CG0996'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA, TRAVEL EAST
 CG0996'ALONG FRY BLVD FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTES 90 AND 92.
 CG0996'TURN RIGHT AND TRAVEL SOUTH ALONG ROUTE 92 FOR 6.8 MILES TO A BLADED
 CG0996'ROAD ON THE RIGHT, THIS ROAD IS 0.2 MILE BEFORE REACHING CARR CANYON
 CG0996'ROAD.  TURN RIGHT AND TRAVEL WEST FOR 0.5 MILE TO END OF TRUCK TRAVEL
 CG0996'AT THE BASE OF THE STEEP HILL.  PACK SOUTHWEST TO THE TOP OF HILL AND
 CG0996'STATION.
 CG0996
 CG0996                          STATION RECOVERY (1986)
 CG0996
 CG0996'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0996'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 CG0996
 CG0996                          STATION RECOVERY (2005)
 CG0996
 CG0996'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 CG0996'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1590 ***********************************************************************
 DU1590  DESIGNATION -  CARRIZO
 DU1590  PID         -  DU1590
 DU1590  STATE/COUNTY-  AZ/NAVAJO
 DU1590  USGS QUAD   -  CARRIZO (1978)
 DU1590
 DU1590                         *CURRENT SURVEY CONTROL
 DU1590  ___________________________________________________________________
 DU1590* NAD 83(1992)-  33 59 33.83131(N)    110 15 14.86470(W)     ADJUSTED  
 DU1590* NAVD 88     -      1640.866  (meters)    5383.41   (feet)  ADJUSTED  
 DU1590  ___________________________________________________________________
 DU1590  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DU1590  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1590  DYNAMIC HT  -        1638.536 (meters)    5375.76  (feet)  COMP
 DU1590  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 DU1590
 DU1590  HORZ ORDER  -  THIRD
 DU1590  VERT ORDER  -  SECOND    CLASS 0
 DU1590
 DU1590.The horizontal coordinates were established by classical geodetic methods
 DU1590.and adjusted by the National Geodetic Survey in August 1993..
 DU1590
 DU1590.The orthometric height was determined by differential leveling
 DU1590.and adjusted by the National Geodetic Survey in June 1991..
 DU1590
 DU1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1590
 DU1590.The geoid height was determined by GEOID03.
 DU1590
 DU1590.The dynamic height is computed by dividing the NAVD 88
 DU1590.geopotential number by the normal gravity value computed on the
 DU1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1590.degrees latitude (g = 980.6199 gals.).
 DU1590
 DU1590.The modeled gravity was interpolated from observed gravity values.
 DU1590
 DU1590;                    North         East     Units Scale Factor Converg.
 DU1590;SPC AZ E     -   331,851.075   205,279.922   MT  0.99990080   -0 02 56.0
 DU1590;SPC AZ E     - 1,088,750.25    673,490.56   iFT  0.99990080   -0 02 56.0
 DU1590;UTM  12      - 3,761,600.687   568,886.164   MT  0.99965850   +0 25 01.3
 DU1590
 DU1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1590!SPC AZ E     -   0.99974633  x   0.99990080  =   0.99964715
 DU1590!UTM  12      -   0.99974633  x   0.99965850  =   0.99940491
 DU1590
 DU1590|---------------------------------------------------------------------|
 DU1590| PID    Reference Object                     Distance      Geod. Az  |
 DU1590|                                                           dddmmss.s |
 DU1590| DU1591 CARRIZO RM 1                          8.013 METERS 07321     |
 DU1590| DU1589 CARRIZO RM 2                         13.216 METERS 28128     |
 DU1590| ES0138 CARRIZO AZ MK                                      3533436.3 |
 DU1590|---------------------------------------------------------------------|
 DU1590
 DU1590                          SUPERSEDED SURVEY CONTROL
 DU1590
 DU1590  NAD 83(1986)-  33 59 33.82367(N)    110 15 14.86946(W) AD(       ) 3
 DU1590  NAD 27      -  33 59 33.65960(N)    110 15 12.48690(W) AD(       ) 3
 DU1590  NGVD 29 (??/??/92) 1640.10   (m)         5380.9    (f) COMPUTED    2 0
 DU1590
 DU1590.Superseded values are not recommended for survey control.
 DU1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1590.See file dsdata.txt to determine how the superseded data were derived.
 DU1590
 DU1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6888661601(NAD 83)
 DU1590_MARKER: DS = TRIANGULATION STATION DISK
 DU1590_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU1590_SP_SET: UNSPEC. ROCK
 DU1590_STAMPING: CARRIZO 1958
 DU1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1590
 DU1590  HISTORY     - Date     Condition        Report By
 DU1590  HISTORY     - 1958     MONUMENTED       CGS
 DU1590  HISTORY     - 1960     GOOD             USGS
 DU1590  HISTORY     - 1960     GOOD             NGS
 DU1590  HISTORY     - 1967     GOOD             AMS
 DU1590  HISTORY     - 1968     GOOD             AMS
 DU1590  HISTORY     - 1979     GOOD             NGS
 DU1590
 DU1590                          STATION DESCRIPTION
 DU1590
 DU1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1590'THE STATION IS LOCATED AIRLINE, ABOUT 17 MILES SOUTHWEST OF SHOW
 DU1590'LOW, ABOUT 1-1/2 MILES EAST OF CARRIZO AND ABOUT 1/2 MILE SOUTH OF
 DU1590'U.S. HIGHWAY 60, ON THE HIGHEST PART OF A LOW, BRUSHY, EAST-WEST
 DU1590'RIDGE.
 DU1590'
 DU1590'THE STATION IS A STANDARD DISK STAMPED CARRIZO 1958 SET IN A DRILL
 DU1590'HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND AND
 DU1590'IS ON THE HIGHEST PART OF THE RIDGE.
 DU1590'
 DU1590'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CARRIZO NO 1
 DU1590'1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON PIPE WHICH
 DU1590'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DU1590'ELEVATION AS THE STATION.
 DU1590'
 DU1590'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CARRIZO NO 2
 DU1590'1958 BRAZED TO THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE WHICH
 DU1590'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DU1590'ELEVATION AS THE STATION.
 DU1590'
 DU1590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARRIZO 1958 SET IN TOP
 DU1590'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 DU1590'ABOVE THE GROUND.  IT IS 168 FEET NORTH OF THE JUNCTION OF U.S.
 DU1590'HIGHWAY 60 AND A SIDE ROAD WHICH LEADS TO THE WHITE RIVER AND FORT
 DU1590'APACHE INDIAN AGENCY, 3 FEET EAST-NORTHEAST OF A WHITE WITNESS
 DU1590'POST AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 DU1590'
 DU1590'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH FOR
 DU1590'0.05 MILE.  TURN LEFT ONTO U.S. HIGHWAY 60 AND GO SOUTHWESTERLY
 DU1590'FOR 18.8 MILES TO A SIDE ROAD, LEFT.  A SIGN WHITE RIVER AND FORT
 DU1590'APACHE INDIAN AGENCY AND THE AZIMUTH MARK.  TURN LEFT AND GO
 DU1590'SOUTHEAST ON THE DIRT ROAD FOR 0.8 MILE.  TURN RIGHT OFF THE MAIN
 DU1590'ROAD, PASS THROUGH A WIRE GATE AND FOLLOW A TRACK ROAD SOUTHWEST
 DU1590'FOR 0.4 MILE TO A SMALL PINE TREE WITH A TRIANGULAR BLAZE ON
 DU1590'THE LEFT SIDE OF THE ROAD AND THE END OF TRUCK TRAVEL.  PACK
 DU1590'NORTHWEST FOR ABOUT 100 YARDS TO THE TOP OF THE RIDGE AND THE
 DU1590'STATION.  THIS IS ABOUT A 3 MINUTE PACK.
 DU1590
 DU1590                          STATION RECOVERY (1960)
 DU1590
 DU1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DU1590'RECOVERED IN GOOD CONDITION.
 DU1590
 DU1590                          STATION RECOVERY (1960)
 DU1590
 DU1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU1590'25.2 MI SW FROM SHOW LOW.
 DU1590'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1590'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1590'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, SET IN THE
 DU1590'TOP OF A ROCK FLUSH WITH THE GROUND, ABOUT 100 YARDS NORTHWEST OF THE
 DU1590'TRAIL ROAD, ON TOP OF A ROUND TOP HILL.
 DU1590
 DU1590                          STATION RECOVERY (1967)
 DU1590
 DU1590'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1590'STATION CARRIZO IS LOCATED APPROXIMATELY 17.0 AIRMILES (SW) OF
 DU1590'SHOWLOW AND 1.5 AIRMILES (E) OF CARRIZO, ARIZONA.
 DU1590'
 DU1590'TO REACH FROM U.S. POST OFFICE IN SHOWLOW, ARIZONA TRAVEL (S)
 DU1590'ON U.S. HWY 60 FOR 23.9 MI TO INTERSECTION AND SIGN WHITE RIVER
 DU1590'AND FORT APACHE INDIAN AGENCY, TURN LEFT (SE) ON HWY U.S. 73 AND
 DU1590'TRAVEL 0.8 MI TO A DIM TRACK ROAD ON RIGHT, TURN RIGHT (S), PASS
 DU1590'THROUGH A METAL GATE AND TRAVEL 0.4 MI TO END OF JEEP TRAVEL.
 DU1590'PACK NORTH-WESTERLY TO STATION SITE.  PACK TIME WITH HEAVY LOAD
 DU1590'IS 3 MINUTES.
 DU1590'
 DU1590'THE STATION SITE IS THE HIGHEST POINT OF A LOW, BRUSHY E-W RIDGE
 DU1590'WHICH OVER LOOKS JCT OF U.S. HWYS 60 AND 73.
 DU1590'
 DU1590'STATION MARK IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A
 DU1590'BOULDER FLUSH WITH GROUND AND STAMPED CARRIZO 1958.
 DU1590'
 DU1590'AZIMUTH MARK WAS NOT RECOVERED.
 DU1590'
 DU1590'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK BRAZED TO THE TOP
 DU1590'OF A 1-1/2 IN GALVANIZED IRON PIPE PROJECTING 10 IN AND STAMPED
 DU1590'CARRIZO NO 1 1958.  FROM THE STATION IT IS (NE) ON A MAG AZ OF
 DU1590'62 DEG AT A DISTANCE OF 26.29 FT AND A DE EQUAL TO STATION.
 DU1590'
 DU1590'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK BRAZED TO THE TOP OF A
 DU1590'2-1/2 IN GALVANIZED IRON PIPE PROJECTING 14 IN AND STAMPED
 DU1590'CARRIZO NO 2 1958.  FROM THE STATION IT IS (W) ON A MAG AZ OF 275
 DU1590'DEG AT A DISTANCE OF 43.33 FT AND A DE EQUAL TO STATION.
 DU1590'
 DU1590'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1590'
 DU1590'VIEW FROM TRIPOD HEIGHT 1.5M CLEAR 360 DEG.
 DU1590
 DU1590                          STATION RECOVERY (1968)
 DU1590
 DU1590'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DU1590'THE STATION REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED IN
 DU1590'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DU1590
 DU1590                          STATION RECOVERY (1979)
 DU1590
 DU1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1590'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1590'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG
 DU1590'A FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL RIDGE,
 DU1590'SET ON TOP OF AND IN THE MIDDLE OF THE RIDGE IN ROCK OUTCROP, 43.4
 DU1590'FEET EAST-SOUTHEAST OF RM 2 AND 26.3 FEET NORTHWEST OF RM 1.
 DU1590'THE MARK IS 2.9 FT  N FROM A WITNESS POST.
 DU1590'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0138 ***********************************************************************
 ES0138  DESIGNATION -  CARRIZO AZ MK
 ES0138  PID         -  ES0138
 ES0138  STATE/COUNTY-  AZ/NAVAJO
 ES0138  USGS QUAD   -  CARRIZO (1978)
 ES0138
 ES0138                         *CURRENT SURVEY CONTROL
 ES0138  ___________________________________________________________________
 ES0138* NAD 83(1986)-  33 59 59.     (N)    110 15 17.     (W)     SCALED    
 ES0138* NAVD 88     -      1573.194  (meters)    5161.39   (feet)  ADJUSTED  
 ES0138  ___________________________________________________________________
 ES0138  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ES0138  DYNAMIC HT  -        1570.946 (meters)    5154.01  (feet)  COMP
 ES0138  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 ES0138
 ES0138  VERT ORDER  -  FIRST     CLASS II
 ES0138
 ES0138.The horizontal coordinates were scaled from a topographic map and have
 ES0138.an estimated accuracy of +/- 6 seconds.
 ES0138
 ES0138.The orthometric height was determined by differential leveling
 ES0138.and adjusted by the National Geodetic Survey in June 1991..
 ES0138
 ES0138.The geoid height was determined by GEOID03.
 ES0138
 ES0138.The dynamic height is computed by dividing the NAVD 88
 ES0138.geopotential number by the normal gravity value computed on the
 ES0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0138.degrees latitude (g = 980.6199 gals.).
 ES0138
 ES0138.The modeled gravity was interpolated from observed gravity values.
 ES0138
 ES0138;                    North         East    Units  Estimated Accuracy
 ES0138;SPC AZ E     -   332,630.      205,230.      MT  (+/- 180 meters Scaled)
 ES0138
 ES0138                          SUPERSEDED SURVEY CONTROL
 ES0138
 ES0138  NGVD 29 (??/??/92) 1572.414  (m)         5158.83   (f) ADJ UNCH    1 2
 ES0138
 ES0138.Superseded values are not recommended for survey control.
 ES0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0138.See file dsdata.txt to determine how the superseded data were derived.
 ES0138
 ES0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC688623(NAD 83)
 ES0138_MARKER: DZ = AZIMUTH MARK DISK
 ES0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0138_STAMPING: CARRIZO 1958
 ES0138_PROJECTION: PROJECTING 13 CENTIMETERS
 ES0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0138+STABILITY: SURFACE MOTION
 ES0138
 ES0138  HISTORY     - Date     Condition        Report By
 ES0138  HISTORY     - 1958     MONUMENTED       CGS
 ES0138  HISTORY     - 1960     GOOD             NGS
 ES0138  HISTORY     - 1979     GOOD             NGS
 ES0138
 ES0138                          STATION DESCRIPTION
 ES0138
 ES0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0138'24.0 MI SW FROM SHOW LOW.
 ES0138'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0138'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0138'HIGHWAY 77, 112 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 173
 ES0138'FEET NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 73, 1/2 FOOT
 ES0138'SOUTHEAST OF A FENCE, 3.2 FEET NORTHEAST OF A WOODEN WITNESS POST,
 ES0138'ABOUT 8 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 ES0138'PROJECTING 2 INCHES.
 ES0138
 ES0138                          STATION RECOVERY (1979)
 ES0138
 ES0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ES0138'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 ES0138'SHOW LOW AND THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60,
 ES0138'SET AT THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 73 IN CARRIZO
 ES0138'JUNCTION, 177 FEET NORTH OF THE CENTER OF THE JUNCTION OF STATE
 ES0138'HIGHWAY 73, 112.3 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ES0138'AND 1 FOOT SOUTHEAST OF A FENCE.
 ES0138'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 ES0138'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1591 ***********************************************************************
 DU1591  DESIGNATION -  CARRIZO RM 1
 DU1591  PID         -  DU1591
 DU1591  STATE/COUNTY-  AZ/NAVAJO
 DU1591  USGS QUAD   -  CARRIZO (1978)
 DU1591
 DU1591                         *CURRENT SURVEY CONTROL
 DU1591  ___________________________________________________________________
 DU1591* NAD 83(1986)-  33 59 34.     (N)    110 15 14.     (W)     SCALED    
 DU1591* NAVD 88     -      1640.765  (meters)    5383.08   (feet)  ADJUSTED  
 DU1591  ___________________________________________________________________
 DU1591  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1591  DYNAMIC HT  -        1638.435 (meters)    5375.43  (feet)  COMP
 DU1591  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 DU1591
 DU1591  VERT ORDER  -  SECOND    CLASS 0
 DU1591
 DU1591.The horizontal coordinates were scaled from a topographic map and have
 DU1591.an estimated accuracy of +/- 6 seconds.
 DU1591
 DU1591.The orthometric height was determined by differential leveling
 DU1591.and adjusted by the National Geodetic Survey in June 1991..
 DU1591
 DU1591.The geoid height was determined by GEOID03.
 DU1591
 DU1591.The dynamic height is computed by dividing the NAVD 88
 DU1591.geopotential number by the normal gravity value computed on the
 DU1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1591.degrees latitude (g = 980.6199 gals.).
 DU1591
 DU1591.The modeled gravity was interpolated from observed gravity values.
 DU1591
 DU1591;                    North         East    Units  Estimated Accuracy
 DU1591;SPC AZ E     -   331,860.      205,300.      MT  (+/- 180 meters Scaled)
 DU1591
 DU1591                          SUPERSEDED SURVEY CONTROL
 DU1591
 DU1591  NGVD 29 (??/??/92) 1640.00   (m)         5380.6    (f) COMPUTED    2 0
 DU1591
 DU1591.Superseded values are not recommended for survey control.
 DU1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1591.See file dsdata.txt to determine how the superseded data were derived.
 DU1591
 DU1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC689616(NAD 83)
 DU1591_MARKER: DR = REFERENCE MARK DISK
 DU1591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1591_STAMPING: CARRIZO NO 1 1958
 DU1591_PROJECTION: PROJECTING 36 CENTIMETERS
 DU1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1591
 DU1591  HISTORY     - Date     Condition        Report By
 DU1591  HISTORY     - 1958     MONUMENTED       CGS
 DU1591  HISTORY     - 1960     GOOD             NGS
 DU1591  HISTORY     - 1979     GOOD             NGS
 DU1591
 DU1591                          STATION DESCRIPTION
 DU1591
 DU1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU1591'25.2 MI SW FROM SHOW LOW.
 DU1591'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1591'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1591'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, ABOUT 100
 DU1591'YARDS NORTHWEST OF THE TRAIL ROAD, 26.3 FEET SOUTHEAST OF
 DU1591'TRIANGULATION STATION MARK CARRIZO 1958, ON THE TOP OF A ROUND TOP
 DU1591'HILL, AND ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 12 INCHES.
 DU1591
 DU1591                          STATION RECOVERY (1979)
 DU1591
 DU1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1591'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1591'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG A
 DU1591'FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL RIDGE,
 DU1591'69.6 FEET SOUTHEAST OF RM 2 AND 26.3 FEET SOUTHEAST OF CARRIZO 1958.
 DU1591'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 DU1591'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1589 ***********************************************************************
 DU1589  DESIGNATION -  CARRIZO RM 2
 DU1589  PID         -  DU1589
 DU1589  STATE/COUNTY-  AZ/NAVAJO
 DU1589  USGS QUAD   -  CARRIZO (1978)
 DU1589
 DU1589                         *CURRENT SURVEY CONTROL
 DU1589  ___________________________________________________________________
 DU1589* NAD 83(1986)-  33 59 34.     (N)    110 15 14.     (W)     SCALED    
 DU1589* NAVD 88     -      1640.875  (meters)    5383.44   (feet)  ADJUSTED  
 DU1589  ___________________________________________________________________
 DU1589  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1589  DYNAMIC HT  -        1638.545 (meters)    5375.79  (feet)  COMP
 DU1589  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 DU1589
 DU1589  VERT ORDER  -  SECOND    CLASS 0
 DU1589
 DU1589.The horizontal coordinates were scaled from a topographic map and have
 DU1589.an estimated accuracy of +/- 6 seconds.
 DU1589
 DU1589.The orthometric height was determined by differential leveling
 DU1589.and adjusted by the National Geodetic Survey in June 1991..
 DU1589
 DU1589.The geoid height was determined by GEOID03.
 DU1589
 DU1589.The dynamic height is computed by dividing the NAVD 88
 DU1589.geopotential number by the normal gravity value computed on the
 DU1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1589.degrees latitude (g = 980.6199 gals.).
 DU1589
 DU1589.The modeled gravity was interpolated from observed gravity values.
 DU1589
 DU1589;                    North         East    Units  Estimated Accuracy
 DU1589;SPC AZ E     -   331,860.      205,300.      MT  (+/- 180 meters Scaled)
 DU1589
 DU1589                          SUPERSEDED SURVEY CONTROL
 DU1589
 DU1589  NGVD 29 (??/??/92) 1640.11   (m)         5380.9    (f) COMPUTED    2 0
 DU1589
 DU1589.Superseded values are not recommended for survey control.
 DU1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1589.See file dsdata.txt to determine how the superseded data were derived.
 DU1589
 DU1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC689616(NAD 83)
 DU1589_MARKER: DR = REFERENCE MARK DISK
 DU1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1589_STAMPING: CARRIZO NO 2 1958
 DU1589_PROJECTION: PROJECTING 30 CENTIMETERS
 DU1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1589
 DU1589  HISTORY     - Date     Condition        Report By
 DU1589  HISTORY     - 1958     MONUMENTED       CGS
 DU1589  HISTORY     - 1960     GOOD             NGS
 DU1589  HISTORY     - 1979     GOOD             NGS
 DU1589
 DU1589                          STATION DESCRIPTION
 DU1589
 DU1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU1589'25.2 MI SW FROM SHOW LOW.
 DU1589'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1589'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1589'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, ABOUT 100
 DU1589'YARDS NORTHWEST OF THE TRAIL ROAD, 43.35 FEET WEST-NORTHWEST OF
 DU1589'TRIANGULATION STATION MARK CARRIZO 1958, ON THE TOP OF A ROUND TOP
 DU1589'HILL, AND ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 12 INCHES.
 DU1589
 DU1589                          STATION RECOVERY (1979)
 DU1589
 DU1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1589'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1589'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG
 DU1589'A FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL
 DU1589'RIDGE, 69.6 FEET NORTHWEST OF RM 1 AND 43.4 FEET WEST-NORTHWEST OF
 DU1589'CARRIZO 1958.
 DU1589'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0581 ***********************************************************************
 DV0581  DESIGNATION -  CART
 DV0581  PID         -  DV0581
 DV0581  STATE/COUNTY-  AZ/MARICOPA
 DV0581  USGS QUAD   -  FOWLER (1982)
 DV0581
 DV0581                         *CURRENT SURVEY CONTROL
 DV0581  ___________________________________________________________________
 DV0581* NAD 83(1992)-  33 27 36.09892(N)    112 11 11.69219(W)     ADJUSTED  
 DV0581* NAVD 88     -       323.35   (+/-2cm)    1060.9    (feet)  VERTCON   
 DV0581  ___________________________________________________________________
 DV0581  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 DV0581  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0581
 DV0581  HORZ ORDER  -  SECOND
 DV0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0581
 DV0581.The horizontal coordinates were established by classical geodetic methods
 DV0581.and adjusted by the National Geodetic Survey in August 1993..
 DV0581
 DV0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0581.The vertical order pertains to the NGVD 29 superseded value.
 DV0581
 DV0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0581
 DV0581.The geoid height was determined by GEOID03.
 DV0581
 DV0581;                    North         East     Units Scale Factor Converg.
 DV0581;SPC AZ C     -   272,800.009   188,269.809   MT  0.99990776   -0 08 55.8
 DV0581;SPC AZ C     -   895,013.15    617,683.10   iFT  0.99990776   -0 08 55.8
 DV0581;UTM  12      - 3,702,917.128   389,730.219   MT  0.99974991   -0 39 15.5
 DV0581
 DV0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0581!SPC AZ C     -   0.99995397  x   0.99990776  =   0.99986174
 DV0581!UTM  12      -   0.99995397  x   0.99974991  =   0.99970389
 DV0581
 DV0581:                Primary Azimuth Mark                     Grid Az
 DV0581:SPC AZ C     -  HOPS                                     092 53 01.1
 DV0581:UTM  12      -  HOPS                                     093 23 20.8
 DV0581
 DV0581|---------------------------------------------------------------------|
 DV0581| PID    Reference Object                     Distance      Geod. Az  |
 DV0581|                                                           dddmmss.s |
 DV0581| DV0586 HOPS                                APPROX. 1.6 KM 0924405.3 |
 DV0581| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 3.9 KM 1201012.1 |
 DV0581| DV2097 PHOENIX PUB SER CO TANK             APPROX. 3.5 KM 1230625.7 |
 DV0581| DV0579 CART RM 1                             8.916 METERS 17857     |
 DV0581| DV0580 CART RM 2                             9.090 METERS 27346     |
 DV0581| DV1307 CART RM 4                             7.472 METERS 27530     |
 DV0581| DV0578 WILL AZ MK                          APPROX. 0.7 KM 3482127.4 |
 DV0581| CH4947 CART RM 3                             8.251 METERS 35901     |
 DV0581|---------------------------------------------------------------------|
 DV0581
 DV0581                          SUPERSEDED SURVEY CONTROL
 DV0581
 DV0581  NAD 83(1986)-  33 27 36.09275(N)    112 11 11.69827(W) AD(       ) 2
 DV0581  NAD 27      -  33 27 35.93840(N)    112 11 09.15180(W) AD(       ) 2
 DV0581  NGVD 29 (??/??/92)  322.721  (m)         1058.79   (f) ADJ UNCH    2 0
 DV0581
 DV0581.Superseded values are not recommended for survey control.
 DV0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0581.See file dsdata.txt to determine how the superseded data were derived.
 DV0581
 DV0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8973002917(NAD 83)
 DV0581_MARKER: DE = TRAVERSE STATION DISK
 DV0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0581_STAMPING: CART 1963
 DV0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0581+STABILITY: SURFACE MOTION
 DV0581
 DV0581  HISTORY     - Date     Condition        Report By
 DV0581  HISTORY     - 1963     MONUMENTED       CGS
 DV0581  HISTORY     - 1963     GOOD             CGS
 DV0581  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DV0581  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DV0581  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0581
 DV0581                          STATION DESCRIPTION
 DV0581
 DV0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0581'STATION IS LOCATED ABOUT 6 MILES WEST OF THE CENTER OF PHOENIX,
 DV0581'ABOUT 0.6 MILE NORTH OF WEST VAN BUREN STREET, ABOUT 0.4 MILE
 DV0581'SOUTH OF WEST MC DOWELL ROAD AND ON THE WEST SIDE OF 59TH
 DV0581'AVENUE AT IRRIGATION GATE.
 DV0581'
 DV0581'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 59TH AVENUE
 DV0581'IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 59TH AVENUE
 DV0581'FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH ON 59TH
 DV0581'AVENUE FOR 0.6 MILE TO IRRIGATION GATE ON LEFT AND STATION.
 DV0581'
 DV0581'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CART 1963, IS
 DV0581'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 DV0581'SURFACE OF THE GROUND.  THE MARK IS 39 FEET WEST OF THE CENTER
 DV0581'OF 59TH AVENUE, 9 FEET NORTHWEST OF A IRRIGATION GATE, 6.5 FEET
 DV0581'WEST OF THE WEST EDGE OF CANAL, 5 FEET NORTH OF THE NORTH EDGE
 DV0581'OF IRRIGATION DITCH AND 3 FEET WEST OF THE WITNESS POST.
 DV0581'
 DV0581'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CART NO
 DV0581'1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0581'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DV0581'38.5 FEET WEST OF CENTER OF 59TH AVENUE, 23 FEET SOUTH-SOUTHWEST
 DV0581'OF IRRIGATION CONTROL GATE, 20.5 FEET SOUTH OF SOUTH EDGE OF
 DV0581'A IRRIGATION DITCH AND 6.5 FEET WEST OF WEST EDGE OF CANAL.
 DV0581'
 DV0581'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CART NO 2
 DV0581'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0581'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DV0581'36.5 FEET WEST-NORTHWEST OF IRRIGATION CONTROL GATE, 33 FEET WEST
 DV0581'OF THE WITNESS POST AND 4 FEET NORTH OF NORTH EDGE OF A
 DV0581'IRRIGATION DITCH.
 DV0581'
 DV0581'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED WILL 1963, IS
 DV0581'SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 DV0581'THE MARK IS 29 FEET NORTH OF THE CENTER OF WEST MC DOWELL ROAD,
 DV0581'24 FEET WEST OF CENTER OF DRIVEWAY, 2.6 FEET WEST OF THE
 DV0581'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 DV0581'
 DV0581'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE NORTH ON
 DV0581'59TH AVENUE FOR 0.4 MILE TO WEST MC DOWELL ROAD, TURN LEFT AND GO
 DV0581'WEST ON WEST MC DOWELL ROAD FOR 0.1 MILE TO AZIMUTH MARK ON
 DV0581'RIGHT.
 DV0581'
 DV0581'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 DV0581'43.61 FEET OR 13.291 METERS.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0581
 DV0581                          STATION RECOVERY (1963)
 DV0581
 DV0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0581'IN PHOENIX.
 DV0581'1.1 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0581'RAILROAD CROSSING OF 59TH AVENUE, AT AN IRRIGATION HEAD GATE WEST OF
 DV0581'THE AVENUE, 40 FEET WEST OF THE CENTER OF 59TH AVENUE, 8.0 FEET
 DV0581'NORTHWEST OF THE NORTHWEST CORNER OF THE IRRIGATION HEADGATE, 7.4 FEET
 DV0581'WEST OF THE WEST EDGE OF THE IRRIGATION CANAL, 5.2 FEET NORTH OF THE
 DV0581'NORTH EDGE OF A DITCH, 3.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 DV0581'FEET ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0581'PROJECTING 2 INCHES.
 DV0581
 DV0581                          STATION RECOVERY (1972)
 DV0581
 DV0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV0581'THE STATION MARK WAS RECOVERED EXPOSED ABOUT 2 FEET DUE TO
 DV0581'STREET CONSTRUCTION IN THE AREA AND CURBING WAS POURED WITHIN
 DV0581'6-INCHES OF THE MONUMENT.  REFERENCE MARK 2 WAS RECOVERED
 DV0581'AND FOUND TO MISS THE OLD VALUES BY 0.17 FOOT AND 35 MINUTES.
 DV0581'THE SURFACE MARK WAS REMOVED AND FOUND PLUMB OVER THE UNDERGROUND
 DV0581'STATION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME
 DV0581'IN THE NEW CURBING.  THE PLANS ARE TO REESTABLISH THE STATION
 DV0581'ON ORIGINAL POSITION WHEN CURBING IS POURED OVER THE
 DV0581'UNDERGROUND STATION.
 DV0581'
 DV0581'THE UNDERGROUND STATION CAN BE USED AT THIS TIME.  IT IS 1 FOOT
 DV0581'SOUTH OF THE END OF THE CURBING AND 1 FOOT BELOW THE GROUND
 DV0581'SURFACE.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0581'
 DV0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DV0581'WEST CENTER OF PHOENIX
 DV0581
 DV0581                          STATION RECOVERY (1973)
 DV0581
 DV0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DV0581'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND 4
 DV0581'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WHICH WAS
 DV0581'AT THE EDGE OF CONSTRUCTION WAS DISTURBED SLIGHTLY AND IS
 DV0581'BEHIND A WOODEN POST AT THIS TIME.  A SHORT SECTION OF CURBING
 DV0581'WAS POURED OVER THE UNDERGROUND MARK AT THIS TIME AND A
 DV0581'SURFACE STATION MARK WAS PLACED IN THE CONCRETE ON THE ORIGINAL
 DV0581'POSITION.
 DV0581'
 DV0581'THE STATION MARK IS A STANDARD DISK STAMPED, CART 1963 1973.
 DV0581'IT IS SET IN TOP OF THE CONCRETE CURBING ALONG THE EAST SIDE OF A
 DV0581'FRONTAGE STREET.  IT IS ABOUT 20 INCHES ABOVE THE UNDERGROUND
 DV0581'STATION MARK WHICH IS UNDISTURBED.  THE MARK IS 50 PACES SOUTH OF
 DV0581'WEST LATHAM STREET, 36 FEET WEST OF THE CENTER LINE OF 59TH
 DV0581'AVENUE AND 10 FEET NORTH OF AN IRRIGATION GATE.
 DV0581'
 DV0581'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CART NO 2 1963.
 DV0581'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV0581'ABOUT 3/4 INCH ABOVE A SIDE STREET AND EVEN WITH THE SOUTH
 DV0581'EDGE OF THE STREET AND 4 FEET WEST OF SIDEWALK.  THIS MARK
 DV0581'HAS BEEN DISTURBED SEVERAL TIMES DURING CONSTRUCTION AND IS
 DV0581'NOW SAFTLY BEHIND THE CONSTRUCTION AREA.
 DV0581'
 DV0581'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CART 1963 NO 3 1972.
 DV0581'IT IS SET IN A DRILL HOLE IN THE TOP OF THE EAST CURBING ALONG THE
 DV0581'FRONTAGE ROAD.  IT IS 40 PACES SOUTH OF THE CENTER OF WEST
 DV0581'LATHAM STREET AND 36 FEET WEST OF THE CENTER LINE OF 59TH
 DV0581'AVENUE.
 DV0581'
 DV0581'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CART 1963 NO 4 1972.
 DV0581'IT IS SET IN A DRILL HOLE IN AN EAST-WEST SIDEWALK AT THE
 DV0581'SOUTHEAST END OF THE SIDEWALK.
 DV0581'
 DV0581'STATION HOPS 1963 WILL SERVE FOR AN AZIMUTH MARK.
 DV0581'
 DV0581'TO REACH THE STATION FROM THE INTERSECTION OF WEST MC DOWELL
 DV0581'ROAD AND 59TH AVENUE IN THE WESTERN PART OF PHOENIX, GO SOUTH
 DV0581'ALONG 59TH AVENUE 0.4 MILE TO WEST LATHAM STREET ON THE RIGHT.
 DV0581'TURN RIGHT AND THEN LEFT ON THE FRONTAGE STREET FOR ABOUT
 DV0581'100 FEET TO THE STATION ON THE LEFT.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0581'
 DV0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WESTERN
 DV0581'PHOENIX
 DV0581
 DV0581                          STATION RECOVERY (1996)
 DV0581
 DV0581'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0579 ***********************************************************************
 DV0579  DESIGNATION -  CART RM 1
 DV0579  PID         -  DV0579
 DV0579  STATE/COUNTY-  AZ/MARICOPA
 DV0579  USGS QUAD   -  FOWLER (1982)
 DV0579
 DV0579                         *CURRENT SURVEY CONTROL
 DV0579  ___________________________________________________________________
 DV0579* NAD 83(1986)-  33 27 35.     (N)    112 11 12.     (W)     SCALED    
 DV0579* NAVD 88     -       323.30   (+/-2cm)    1060.7    (feet)  VERTCON   
 DV0579  ___________________________________________________________________
 DV0579  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0579
 DV0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0579
 DV0579.The horizontal coordinates were scaled from a topographic map and have
 DV0579.an estimated accuracy of +/- 6 seconds.
 DV0579
 DV0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0579.The vertical order pertains to the NGVD 29 superseded value.
 DV0579
 DV0579.The geoid height was determined by GEOID03.
 DV0579
 DV0579;                    North         East    Units  Estimated Accuracy
 DV0579;SPC AZ C     -   272,770.      188,260.      MT  (+/- 180 meters Scaled)
 DV0579
 DV0579                          SUPERSEDED SURVEY CONTROL
 DV0579
 DV0579  NGVD 29 (??/??/92)  322.679  (m)         1058.66   (f) ADJ UNCH    2 0
 DV0579
 DV0579.Superseded values are not recommended for survey control.
 DV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0579.See file dsdata.txt to determine how the superseded data were derived.
 DV0579
 DV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897028(NAD 83)
 DV0579_MARKER: DR = REFERENCE MARK DISK
 DV0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0579_STAMPING: CART NO 1 1963
 DV0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0579+STABILITY: SURFACE MOTION
 DV0579
 DV0579  HISTORY     - Date     Condition        Report By
 DV0579  HISTORY     - 1963     MONUMENTED       CGS
 DV0579  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0579
 DV0579                          STATION DESCRIPTION
 DV0579
 DV0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0579'IN PHOENIX.
 DV0579'1.1 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0579'RAILROAD CROSSING OF 59TH AVENUE, 29.3 FEET SOUTH OF TRAVERSE STATION
 DV0579'CART, 29.0 FEET SOUTH OF A METAL WITNESS POST, 39 FEET WEST OF THE
 DV0579'CENTER OF 59TH AVENUE, 6.5 FEET WEST OF THE WEST EDGE OF THE CANAL,
 DV0579'21.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN IRRIGATION
 DV0579'HEADGATE, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 DV0579'GROUND.
 DV0579
 DV0579                          STATION RECOVERY (1996)
 DV0579
 DV0579'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0580 ***********************************************************************
 DV0580  DESIGNATION -  CART RM 2
 DV0580  PID         -  DV0580
 DV0580  STATE/COUNTY-  AZ/MARICOPA
 DV0580  USGS QUAD   -  FOWLER (1982)
 DV0580
 DV0580                         *CURRENT SURVEY CONTROL
 DV0580  ___________________________________________________________________
 DV0580* NAD 83(1986)-  33 27 36.     (N)    112 11 12.     (W)     SCALED    
 DV0580* NAVD 88     -       323.177  (meters)    1060.29   (feet)  ADJUSTED  
 DV0580  ___________________________________________________________________
 DV0580  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0580  DYNAMIC HT  -         322.799 (meters)    1059.05  (feet)  COMP
 DV0580  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DV0580
 DV0580  VERT ORDER  -  FIRST     CLASS II
 DV0580
 DV0580.The horizontal coordinates were scaled from a topographic map and have
 DV0580.an estimated accuracy of +/- 6 seconds.
 DV0580
 DV0580.The orthometric height was determined by differential leveling
 DV0580.and adjusted by the National Geodetic Survey in November 1993..
 DV0580
 DV0580.The geoid height was determined by GEOID03.
 DV0580
 DV0580.The dynamic height is computed by dividing the NAVD 88
 DV0580.geopotential number by the normal gravity value computed on the
 DV0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0580.degrees latitude (g = 980.6199 gals.).
 DV0580
 DV0580.The modeled gravity was interpolated from observed gravity values.
 DV0580
 DV0580;                    North         East    Units  Estimated Accuracy
 DV0580;SPC AZ C     -   272,800.      188,260.      MT  (+/- 180 meters Scaled)
 DV0580
 DV0580                          SUPERSEDED SURVEY CONTROL
 DV0580
 DV0580  NGVD 29 (??/??/92)  322.797  (m)         1059.04   (f) ADJ UNCH    1 2
 DV0580
 DV0580.Superseded values are not recommended for survey control.
 DV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0580.See file dsdata.txt to determine how the superseded data were derived.
 DV0580
 DV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897029(NAD 83)
 DV0580_MARKER: DR = REFERENCE MARK DISK
 DV0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0580_STAMPING: CART NO 2 1963
 DV0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0580+STABILITY: SURFACE MOTION
 DV0580
 DV0580  HISTORY     - Date     Condition        Report By
 DV0580  HISTORY     - 1963     MONUMENTED       CGS
 DV0580  HISTORY     - 1981     GOOD             AZDT
 DV0580  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0580
 DV0580                          STATION DESCRIPTION
 DV0580
 DV0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0580'IN PHOENIX.
 DV0580'1.1 MILE NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0580'RAILROAD CROSSING OF 59TH AVENUE, 29.7 FEET WEST OF TRAVERSE STATION
 DV0580'CART, 33.0 FEET WEST OF A METAL WITNESS POST, 69.5 FEET WEST OF THE
 DV0580'CENTER OF 59TH AVENUE, 36 FEET WEST OF THE WEST EDGE OF THE CANAL, AND
 DV0580'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0580
 DV0580                          STATION RECOVERY (1981)
 DV0580
 DV0580'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0580'4.4 MI (7.1 KM)WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0580'INTERSECTION OF INTERSTATE 17 TO 59TH AVENUE, THENCE 0.4 MILES
 DV0580'(0.6 KM) SOUTH TO THE MARK A STANDARD CGS BRASS CAP IN A CONCRETE
 DV0580'POST ON THE RIGHT.  152.0 FT (46.33 M) SOUTH OF CENTERLINE OF WEST
 DV0580'LATHAM STREET, 68.0 FT (20.73 M) WEST OF CENTERLINE OF 59TH AVENUE,
 DV0580'28.4 FT (8.7 M) NORTHWEST OF POWER POLE NUMBER 24, 1.5 FT (0.5 M)
 DV0580'EAST OF CHAINLINK FENCE CORNER POST.
 DV0580
 DV0580                          STATION RECOVERY (1996)
 DV0580
 DV0580'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1307 ***********************************************************************
 DV1307  DESIGNATION -  CART RM 4
 DV1307  PID         -  DV1307
 DV1307  STATE/COUNTY-  AZ/MARICOPA
 DV1307  USGS QUAD   -  FOWLER (1982)
 DV1307
 DV1307                         *CURRENT SURVEY CONTROL
 DV1307  ___________________________________________________________________
 DV1307* NAD 83(1986)-  33 27 36.     (N)    112 11 12.     (W)     SCALED    
 DV1307* NAVD 88     -       323.129  (meters)    1060.13   (feet)  ADJUSTED  
 DV1307  ___________________________________________________________________
 DV1307  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV1307  DYNAMIC HT  -         322.751 (meters)    1058.89  (feet)  COMP
 DV1307  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DV1307
 DV1307  VERT ORDER  -  FIRST     CLASS II
 DV1307
 DV1307.The horizontal coordinates were scaled from a topographic map and have
 DV1307.an estimated accuracy of +/- 6 seconds.
 DV1307
 DV1307.The orthometric height was determined by differential leveling
 DV1307.and adjusted by the National Geodetic Survey in November 1993..
 DV1307
 DV1307.The geoid height was determined by GEOID03.
 DV1307
 DV1307.The dynamic height is computed by dividing the NAVD 88
 DV1307.geopotential number by the normal gravity value computed on the
 DV1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1307.degrees latitude (g = 980.6199 gals.).
 DV1307
 DV1307.The modeled gravity was interpolated from observed gravity values.
 DV1307
 DV1307;                    North         East    Units  Estimated Accuracy
 DV1307;SPC AZ C     -   272,800.      188,260.      MT  (+/- 180 meters Scaled)
 DV1307
 DV1307                          SUPERSEDED SURVEY CONTROL
 DV1307
 DV1307.No superseded survey control is available for this station.
 DV1307
 DV1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897029(NAD 83)
 DV1307_MARKER: DR = REFERENCE MARK DISK
 DV1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1307_SP_SET: CONCRETE SIDEWALK
 DV1307_STAMPING: CART 1963 NO 4 1972
 DV1307_MARK LOGO: NGS   
 DV1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1307
 DV1307  HISTORY     - Date     Condition        Report By
 DV1307  HISTORY     - 1972     MONUMENTED       NGS
 DV1307  HISTORY     - 1981     GOOD             AZDT
 DV1307  HISTORY     - 19960217 GOOD             USPSQD
 DV1307
 DV1307                          STATION DESCRIPTION
 DV1307
 DV1307'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1307'PHOENIX.
 DV1307'4.4 MI (7.1 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV1307'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO 59TH AVENUE.  THENCE
 DV1307'SOUTH 0.4 MILE  (0.6 KM) TO THE MARK ON THE RIGHT.  A STANDARD
 DV1307'CGS REFERENCE DISK SET IN THE WEST EDGE OF A CONCRETE SIDEWALK.
 DV1307'65.5 FT (19.96 METERS) WEST OF THE CENTER OF 59TH AVENUE, AT THE
 DV1307'SOUTH EDGE OF A PAVED ALLEY.  5 FT (1.52 METERS) EAST OF A CHAINLINK
 DV1307'CORNER FENCEPOST.  152.0 FT (46.33 METERS) SOUTH OF THE CENTERLINE
 DV1307'OF WEST LATHAM STREET.
 DV1307
 DV1307                          STATION RECOVERY (1996)
 DV1307
 DV1307'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0854 ***********************************************************************
 ET0854  DESIGNATION -  CARTER
 ET0854  PID         -  ET0854
 ET0854  STATE/COUNTY-  AZ/YAVAPAI
 ET0854  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0854
 ET0854                         *CURRENT SURVEY CONTROL
 ET0854  ___________________________________________________________________
 ET0854* NAD 83(1992)-  34 42 00.61888(N)    112 11 10.67757(W)     ADJUSTED  
 ET0854* NAVD 88     -      2322.9    (meters)    7621.     (feet)  VERTCON   
 ET0854  ___________________________________________________________________
 ET0854  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 ET0854  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 ET0854
 ET0854  HORZ ORDER  -  THIRD
 ET0854
 ET0854.The horizontal coordinates were established by classical geodetic methods
 ET0854.and adjusted by the National Geodetic Survey in August 1993..
 ET0854
 ET0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0854
 ET0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0854
 ET0854.The geoid height was determined by GEOID03.
 ET0854
 ET0854;                    North         East     Units Scale Factor Converg.
 ET0854;SPC AZ C     -   410,348.352   188,658.719   MT  0.99990752   -0 09 12.6
 ET0854;SPC AZ C     - 1,346,287.24    618,959.05   iFT  0.99990752   -0 09 12.6
 ET0854;UTM  12      - 3,840,434.456   391,352.088   MT  0.99974549   -0 40 31.5
 ET0854
 ET0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0854!SPC AZ C     -   0.99963949  x   0.99990752  =   0.99954705
 ET0854!UTM  12      -   0.99963949  x   0.99974549  =   0.99938507
 ET0854
 ET0854:                Primary Azimuth Mark                     Grid Az
 ET0854:SPC AZ C     -  GRANITE                                  258 39 36.0
 ET0854:UTM  12      -  GRANITE                                  259 10 54.9
 ET0854
 ET0854|---------------------------------------------------------------------|
 ET0854| PID    Reference Object                     Distance      Geod. Az  |
 ET0854|                                                           dddmmss.s |
 ET0854| ET0988 GRANITE                             APPROX.34.3 KM 2583023.4 |
 ET0854|---------------------------------------------------------------------|
 ET0854
 ET0854                          SUPERSEDED SURVEY CONTROL
 ET0854
 ET0854  NAD 83(1986)-  34 42 00.61541(N)    112 11 10.67519(W) AD(       ) 3
 ET0854  NGVD 29 (05/08/89) 2322.0    (m)         7618.     (f) VERT ANG       
 ET0854
 ET0854.Superseded values are not recommended for survey control.
 ET0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0854.See file dsdata.txt to determine how the superseded data were derived.
 ET0854
 ET0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9135240434(NAD 83)
 ET0854_MARKER: DS = TRIANGULATION STATION DISK
 ET0854_SETTING: 80 = SET IN A BOULDER
 ET0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0854+STABILITY: SURFACE MOTION
 ET0854
 ET0854  HISTORY     - Date     Condition        Report By
 ET0854  HISTORY     - 1902     MONUMENTED       USGS
 ET0854
 ET0854                          STATION DESCRIPTION
 ET0854
 ET0854'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0854'LOCATED 2 MI W. OF SUMMIT OF PRESCOTT AND JEROME WAGON RD.
 ET0854'
 ET0854'TO REACH NOT GIVEN.
 ET0854'
 ET0854'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 ET0854'IN MALPAIS ROCK.
 ET0854'
 ET0854'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9434 ***********************************************************************
 DG9434  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9434  DESIGNATION -  CARTWRIGHT
 DG9434  PID         -  DG9434
 DG9434  STATE/COUNTY-  AZ/COCHISE
 DG9434  USGS QUAD   -  BRUNO PEAK (1986)
 DG9434
 DG9434                         *CURRENT SURVEY CONTROL
 DG9434  ___________________________________________________________________
 DG9434* NAD 83(1992)-  31 38 28.75728(N)    109 28 26.10640(W)     ADJUSTED  
 DG9434* NAVD 88     -      1500.78   (meters)    4923.8    (feet)  GPS OBS   
 DG9434  ___________________________________________________________________
 DG9434  X           -  -1,812,335.722 (meters)                     COMP
 DG9434  Y           -  -5,125,291.602 (meters)                     COMP
 DG9434  Z           -   3,327,410.748 (meters)                     COMP
 DG9434  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DG9434  ELLIP HEIGHT-        1474.05  (meters)          (03/22/05) GPS OBS
 DG9434  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG9434
 DG9434  HORZ ORDER  -  A
 DG9434  ELLP ORDER  -  FOURTH    CLASS I
 DG9434
 DG9434.The horizontal coordinates were established by GPS observations
 DG9434.and adjusted by the National Geodetic Survey in March 2005..
 DG9434
 DG9434.The orthometric height was determined by GPS observations and a
 DG9434.high-resolution geoid model using precise GPS observation and
 DG9434.processing techniques.
 DG9434
 DG9434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9434
 DG9434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9434
 DG9434.The ellipsoidal height was determined by GPS observations
 DG9434.and is referenced to NAD 83.
 DG9434
 DG9434.The geoid height was determined by GEOID03.
 DG9434
 DG9434;                    North         East     Units Scale Factor Converg.
 DG9434;SPC AZ E     -    71,307.797   279,067.653   MT  0.99995323   +0 21 48.3
 DG9434;SPC AZ E     -   233,949.47    915,576.29   iFT  0.99995323   +0 21 48.3
 DG9434;UTM  12      - 3,501,691.175   644,712.628   MT  0.99985829   +0 48 02.6
 DG9434
 DG9434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9434!SPC AZ E     -   0.99976859  x   0.99995323  =   0.99972183
 DG9434!UTM  12      -   0.99976859  x   0.99985829  =   0.99962692
 DG9434
 DG9434                          SUPERSEDED SURVEY CONTROL
 DG9434
 DG9434.No superseded survey control is available for this station.
 DG9434
 DG9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA4471301691(NAD 83)
 DG9434_MARKER: DD = SURVEY DISK
 DG9434_SETTING: 66 = SET IN ROCK OUTCROP
 DG9434_STAMPING: CARTWRIGHT
 DG9434_MARK LOGO: AZ-003
 DG9434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG9434+STABILITY: POSITION/ELEVATION WELL
 DG9434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9434+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 DG9434
 DG9434  HISTORY     - Date     Condition        Report By
 DG9434  HISTORY     - 20031030 MONUMENTED       AZ-003
 DG9434
 DG9434                          STATION DESCRIPTION
 DG9434
 DG9434'DESCRIBED BY COCHISE COUNTY ARIZONA 2003 (DLS)
 DG9434'FROM THE POST OFFICE IN DOUGLAS AT 10TH AND F AVENUES, PROCEED WEST ON
 DG9434'10TH AVENUE TO  G AVENUE.  TURN NORTH ON G AVENUE AND GO 0.3 MILES TO
 DG9434'STATE HIGHWAY 80.  PROCEED NORTH  ON STATE HIGHWAY 80 FOR 1.0 MILE TO
 DG9434'LESLIE CANYON ROAD.  TURN NORTH ON LESLIE CANYON  ROAD AND GO 13.9
 DG9434'MILES TO A JUNCTION.  CONTINUE RIGHT, EASTERLY, AT JUNCTION FOR 7.0
 DG9434'MILES  TO THE STATION ON THE WEST SIDE OF THE ROAD. THE STATION IS A 3
 DG9434'INCH BRASS COCHISE COUNTY HIGHWAY AND FLOODPLAIN DISK SET IN A ROCK
 DG9434'OUTCROP.  IT IS APPROXIMATELY 100 FEET WEST OF THE R0AD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1780 ***********************************************************************
 CZ1780  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1780  DESIGNATION -  CAS
 CZ1780  PID         -  CZ1780
 CZ1780  STATE/COUNTY-  AZ/COCHISE
 CZ1780  USGS QUAD   -  STEELE HILLS (1985)
 CZ1780
 CZ1780                         *CURRENT SURVEY CONTROL
 CZ1780  ___________________________________________________________________
 CZ1780* NAD 83(1992)-  32 13 59.72749(N)    110 05 12.99570(W)     ADJUSTED  
 CZ1780* NAVD 88     -      1490.03   (meters)    4888.5    (feet)  GPS OBS   
 CZ1780  ___________________________________________________________________
 CZ1780  X           -  -1,855,137.053 (meters)                     COMP
 CZ1780  Y           -  -5,072,982.058 (meters)                     COMP
 CZ1780  Z           -   3,383,119.027 (meters)                     COMP
 CZ1780  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ1780  ELLIP HEIGHT-        1462.82  (meters)          (08/22/05) GPS OBS
 CZ1780  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ1780
 CZ1780  HORZ ORDER  -  A
 CZ1780  ELLP ORDER  -  FOURTH    CLASS II
 CZ1780
 CZ1780.The horizontal coordinates were established by GPS observations
 CZ1780.and adjusted by the National Geodetic Survey in March 2005..
 CZ1780
 CZ1780.The orthometric height was determined by GPS observations and a
 CZ1780.high-resolution geoid model using precise GPS observation and
 CZ1780.processing techniques.
 CZ1780
 CZ1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1780
 CZ1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1780
 CZ1780.The ellipsoidal height was determined by GPS observations
 CZ1780.and is referenced to NAD 83.
 CZ1780
 CZ1780.The geoid height was determined by GEOID03.
 CZ1780
 CZ1780;                    North         East     Units Scale Factor Converg.
 CZ1780;SPC AZ E     -   136,732.896   220,873.432   MT  0.99990070   +0 02 33.1
 CZ1780;SPC AZ E     -   448,598.74    724,650.37   iFT  0.99990070   +0 02 33.1
 CZ1780;UTM  12      - 3,566,656.632   586,025.620   MT  0.99969126   +0 29 13.3
 CZ1780
 CZ1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1780!SPC AZ E     -   0.99977037  x   0.99990070  =   0.99967109
 CZ1780!UTM  12      -   0.99977037  x   0.99969126  =   0.99946170
 CZ1780
 CZ1780|---------------------------------------------------------------------|
 CZ1780| PID    Reference Object                     Distance      Geod. Az  |
 CZ1780|                                                           dddmmss.s |
 CZ1780| CC7104 CAS RM 1                             27.291 METERS 00546     |
 CZ1780| CC7105 CAS RM 2                             22.080 METERS 09611     |
 CZ1780| CC7103 CAS AZ MK                                          1121328.2 |
 CZ1780|---------------------------------------------------------------------|
 CZ1780
 CZ1780                          SUPERSEDED SURVEY CONTROL
 CZ1780
 CZ1780  ELLIP H (03/22/05) 1462.76   (m)                       GP(       ) 4 1
 CZ1780  NAD 83(1992)-  32 13 59.72608(N)    110 05 12.99905(W) AD(       ) 1
 CZ1780  NAD 83(1986)-  32 13 59.71963(N)    110 05 12.99539(W) AD(       ) 1
 CZ1780  NAD 27      -  32 13 59.45400(N)    110 05 10.74100(W) AD(       ) 1
 CZ1780  NGVD 29 (07/19/86) 1488.9    (m)         4885.     (f) VERT ANG       
 CZ1780
 CZ1780.Superseded values are not recommended for survey control.
 CZ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1780.See file dsdata.txt to determine how the superseded data were derived.
 CZ1780
 CZ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8602666657(NAD 83)
 CZ1780_MARKER: DS = TRIANGULATION STATION DISK
 CZ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1780_STAMPING: CAS 1946
 CZ1780_MARK LOGO: CGS   
 CZ1780_PROJECTION: PROJECTING 13 CENTIMETERS
 CZ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1780+STABILITY: SURFACE MOTION
 CZ1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1780+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CZ1780
 CZ1780  HISTORY     - Date     Condition        Report By
 CZ1780  HISTORY     - 1946     MONUMENTED       CGS
 CZ1780  HISTORY     - 20031030 GOOD             AZ-003
 CZ1780
 CZ1780                          STATION DESCRIPTION
 CZ1780
 CZ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1780'THE STATION IS LOCATED ON A LOW FOOTHILL, AT THE SW END OF
 CZ1780'THE WINCHESTER MOUNTAIN RANGE, AND ABOUT 1/4 MILE NW OF THE
 CZ1780'GRADED GRAVELED CASCABEL ROAD.  IN APPROXIMATE AIRLINE DISTANCES
 CZ1780'IT IS LOCATED 27 MILES SE OF REDINGTON, 25 MILES SSW OF BONITA,
 CZ1780'22 MILES NE OF BENSON, AND 15 MILES W OF WILLCOX.
 CZ1780'
 CZ1780'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CZ1780'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO SERVICE
 CZ1780'STATION ON THE RIGHT AND A CROSSROAD.  TURN RIGHT HERE, LEAVING
 CZ1780'THE HIGHWAY, AND GO FOR 0.2 MILE, THENCE JOG LEFT 50 YARDS AND
 CZ1780'CONTINUE FOR 0.2 MILE.  HERE JOG RIGHT FOR 50 YARDS AND CONTINUE
 CZ1780'W ON MACADAM ROAD AND GRADED GRAVELED ROAD FOR 14 MILES TO A
 CZ1780'FORK.  (THIS ROAD GOING W FROM WILLCOX IS LOCALLY KNOWN AS THE
 CZ1780'CASCABEL ROAD.) THE AZIMUTH MARK IS LOCATED 54 FEET N OF THE
 CZ1780'FORK AT THIS POINT.  TAKE THE LEFT FORK AND GO 0.6 MILE TO
 CZ1780'THE TOP OF A SMALL RISE AND A DIM TRACK ROAD GOING OFF TO THE
 CZ1780'RIGHT.  TURN RIGHT HERE, LEAVING THE GRADED GRAVELED
 CZ1780'ROAD, AND GO FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CZ1780'
 CZ1780'THE STATION IS A BRONZE STATION DISK, STAMPED CAS 1946, AND
 CZ1780'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 CZ1780'THE SURROUNDING SURFACE.  IT IS LOCATED 35.8 FEET NNW OF THE
 CZ1780'4-INCH SQUARE WHITE WITNESS POST AND 17 FEET ENE OF THE CENTER
 CZ1780'OF THE DIM TRACK ROAD.  UNDERGROUND MARK IS A BRONZE STATION
 CZ1780'DISK SET IN CONCRETE.
 CZ1780'
 CZ1780'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CAS NO 1
 CZ1780'1946, AND SET IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CZ1780'THE SURROUNDING SURFACE.  IT IS ABOUT 6 INCHES BELOW THE
 CZ1780'STATION AND IS LOCATED N OF THE STATION.
 CZ1780'
 CZ1780'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CAS
 CZ1780'NO 2 1946, AND SET IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 CZ1780'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET BELOW THE
 CZ1780'STATION AND IS LOCATED E OF THE STATION.
 CZ1780'
 CZ1780'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED CAS 1946,
 CZ1780'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 CZ1780'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 3/4 MILE
 CZ1780'ESE OF THE STATION, 54 FEET N OF THE FORK OF THE TWO GRADED
 CZ1780'GRAVELED ROADS, AND 5 FEET W OF A 4-INCH-SQUARE WHITE WITNESS
 CZ1780'POST.
 CZ1780'
 CZ1780'HEIGHT OF LIGHT ABOVE STATION MARK - 3.4 METERS.
 CZ1780
 CZ1780                          STATION RECOVERY (2003)
 CZ1780
 CZ1780'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CZ1780'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2048 ***********************************************************************
 CZ2048  DESIGNATION -  CASA GRANDE
 CZ2048  PID         -  CZ2048
 CZ2048  STATE/COUNTY-  AZ/PINAL
 CZ2048  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2048
 CZ2048                         *CURRENT SURVEY CONTROL
 CZ2048  ___________________________________________________________________
 CZ2048* NAD 83(1992)-  32 49 11.60661(N)    111 42 47.46669(W)     ADJUSTED  
 CZ2048* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 CZ2048  ___________________________________________________________________
 CZ2048  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2048  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2048
 CZ2048  HORZ ORDER  -  FIRST
 CZ2048
 CZ2048.The horizontal coordinates were established by classical geodetic methods
 CZ2048.and adjusted by the National Geodetic Survey in August 1993..
 CZ2048
 CZ2048.The orthometric height was scaled from a topographic map.
 CZ2048
 CZ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2048
 CZ2048.The geoid height was determined by GEOID03.
 CZ2048
 CZ2048;                    North         East     Units Scale Factor Converg.
 CZ2048;SPC AZ C     -   201,797.244   232,412.651   MT  0.99990447   +0 06 37.0
 CZ2048;SPC AZ C     -   662,064.45    762,508.70   iFT  0.99990447   +0 06 37.0
 CZ2048;UTM  12      - 3,631,545.501   433,241.461   MT  0.99965495   -0 23 11.6
 CZ2048
 CZ2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2048!SPC AZ C     -   0.99989318  x   0.99990447  =   0.99979766
 CZ2048!UTM  12      -   0.99989318  x   0.99965495  =   0.99954817
 CZ2048
 CZ2048:                Primary Azimuth Mark                     Grid Az
 CZ2048:SPC AZ C     -  CASA GRANDE AZ MK                        064 20 34.3
 CZ2048:UTM  12      -  CASA GRANDE AZ MK                        064 50 22.9
 CZ2048
 CZ2048|---------------------------------------------------------------------|
 CZ2048| PID    Reference Object                     Distance      Geod. Az  |
 CZ2048|                                                           dddmmss.s |
 CZ2048| CH4948 CASA GRANDE AZ MK                                  0642711.3 |
 CZ2048| CH4949 CASA GRANDE RM 1                                   07130     |
 CZ2048| CH4950 CASA GRANDE RM 2                     20.150 METERS 14336     |
 CZ2048|---------------------------------------------------------------------|
 CZ2048
 CZ2048                          SUPERSEDED SURVEY CONTROL
 CZ2048
 CZ2048  NAD 83(1986)-  32 49 11.59968(N)    111 42 47.46644(W) AD(       ) 1
 CZ2048  NAD 27      -  32 49 11.38100(N)    111 42 45.00100(W) AD(       ) 1
 CZ2048
 CZ2048.Superseded values are not recommended for survey control.
 CZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2048.See file dsdata.txt to determine how the superseded data were derived.
 CZ2048
 CZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131546(NAD 83)
 CZ2048_MARKER: DS = TRIANGULATION STATION DISK
 CZ2048_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2048
 CZ2048  HISTORY     - Date     Condition        Report By
 CZ2048  HISTORY     - 1935     MONUMENTED       CGS
 CZ2048  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ2048  HISTORY     - 1960     MARK NOT FOUND   CGS
 CZ2048  HISTORY     - 1966     GOOD             AMS
 CZ2048
 CZ2048                          STATION DESCRIPTION
 CZ2048
 CZ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2048'ON THE HIGHEST AND MOST NORTHERN POINT OF THE CASA GRANDE
 CZ2048'MOUNTAINS AND ABOUT 4 MILES SOUTHEAST OF THE TOWN OF CASA
 CZ2048'GRANDE ON THE SOUTHERN PACIFIC RAILROAD.  MARKED BY A STANDARD
 CZ2048'BRONZE DISK.  REFERENCE MARK NO. 1, A
 CZ2048'STANDARD BRONZE REFERENCE DISK IS 9.280 METERS (30.45
 CZ2048'FEET FROM STATION N 71 DEG 30 MIN E.  REFERENCE MARK
 CZ2048'NO. 2, A STANDARD BRONZE REFERENCE DISK IS 20.150
 CZ2048'METERS (66.11 FEET) FROM STATION S 36 DEG 24 MIN E.
 CZ2048'THE AZIMUTH MARK (1936), A STANDARD BRONZE DISK IS
 CZ2048'ABOUT ONE-THIRD MILE FROM STATION N 14 DEG 51 MIN E.
 CZ2048'40 SEC, AND IS SET IN A ROCK OUTCROP ABOUT 100 YARDS WEST
 CZ2048'OF THE END OF TRUCK TRAVEL AND SOUTHWEST OF THE RETAINING
 CZ2048'WALL AT THE TOP OF THE STEEP GRADE.
 CZ2048
 CZ2048                          STATION RECOVERY (1959)
 CZ2048
 CZ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ2048'STATION MARK WAS NOT RECOVERED, IT IS BELIVED TO HAVE BEEN
 CZ2048'DESTROYED BY TREASURE HUNTERS.  THERE IS NOW A HOLE ABOUT
 CZ2048'2-FEET DEEP WHERE THE STATION MARK WAS.
 CZ2048'
 CZ2048'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN
 CZ2048'GOOD CONDITION.
 CZ2048
 CZ2048                          STATION RECOVERY (1960)
 CZ2048
 CZ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2048'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS PRESUMED
 CZ2048'DESTROYED.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION
 CZ2048'AND REFERENCE MARK 2 HAD THE DISK KNOCKED OFF BUT THE STEM
 CZ2048'WAS STILL SOLIDLY EMBEDDED IN THE DRILL HOLE.
 CZ2048'
 CZ2048'CASA GRANDE 2 WAS ESTABLISHED AND THE OLD REFERENCE MARKS
 CZ2048'WERE USED.  REFERENCE MARK 1 WAS RESTAMPED NO 3 1960 AND A
 CZ2048'HOLE WAS PUNCHED IN THE CENTER OF THE STEM FOR REFERENCE
 CZ2048'MARK 2 AND USED AS REFERENCE MARK 4.
 CZ2048
 CZ2048                          STATION RECOVERY (1966)
 CZ2048
 CZ2048'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (MYJ)
 CZ2048'REFERENCE MARK 3 RECOVERED AS DESCRIBED.
 CZ2048'THE DISK IS A COAST AND GEODETIC REF. DISK, STAMPED USGS.
 CZ2048'
 CZ2048'STATION MARK AND AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ2048'
 CZ2048'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2047 ***********************************************************************
 CZ2047  DESIGNATION -  CASA GRANDE 2
 CZ2047  PID         -  CZ2047
 CZ2047  STATE/COUNTY-  AZ/PINAL
 CZ2047  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2047
 CZ2047                         *CURRENT SURVEY CONTROL
 CZ2047  ___________________________________________________________________
 CZ2047* NAD 83(1992)-  32 49 11.59878(N)    111 42 47.47277(W)     ADJUSTED  
 CZ2047* NAVD 88     -       710.82   (+/-2cm)    2332.1    (feet)  VERTCON   
 CZ2047  ___________________________________________________________________
 CZ2047  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2047  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2047
 CZ2047  HORZ ORDER  -  FIRST
 CZ2047  VERT ORDER  -  THIRD ? (See Below)
 CZ2047
 CZ2047.The horizontal coordinates were established by classical geodetic methods
 CZ2047.and adjusted by the National Geodetic Survey in August 1993..
 CZ2047
 CZ2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2047.The vertical order pertains to the NGVD 29 superseded value.
 CZ2047
 CZ2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2047
 CZ2047.The geoid height was determined by GEOID03.
 CZ2047
 CZ2047;                    North         East     Units Scale Factor Converg.
 CZ2047;SPC AZ C     -   201,797.002   232,412.494   MT  0.99990447   +0 06 37.0
 CZ2047;SPC AZ C     -   662,063.65    762,508.18   iFT  0.99990447   +0 06 37.0
 CZ2047;UTM  12      - 3,631,545.261   433,241.301   MT  0.99965495   -0 23 11.6
 CZ2047
 CZ2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2047!SPC AZ C     -   0.99989314  x   0.99990447  =   0.99979762
 CZ2047!UTM  12      -   0.99989314  x   0.99965495  =   0.99954813
 CZ2047
 CZ2047:                Primary Azimuth Mark                     Grid Az
 CZ2047:SPC AZ C     -  CASA GRANDE 2 AZ MK                      064 20 05.9
 CZ2047:UTM  12      -  CASA GRANDE 2 AZ MK                      064 49 54.5
 CZ2047
 CZ2047|---------------------------------------------------------------------|
 CZ2047| PID    Reference Object                     Distance      Geod. Az  |
 CZ2047|                                                           dddmmss.s |
 CZ2047| CH4951 CASA GRANDE 2 AZ MK                                0642642.9 |
 CZ2047| CH4952 CASA GRANDE 2 RM 3                    9.340 METERS 07031     |
 CZ2047| CH4953 CASA GRANDE 2 RM 4                   20.285 METERS 14237     |
 CZ2047|---------------------------------------------------------------------|
 CZ2047
 CZ2047                          SUPERSEDED SURVEY CONTROL
 CZ2047
 CZ2047  NAD 83(1986)-  32 49 11.59315(N)    111 42 47.47364(W) AD(       ) 1
 CZ2047  NAD 27      -  32 49 11.38690(N)    111 42 45.01450(W) AD(       ) 1
 CZ2047  NGVD 29 (07/19/86)  710.25   (m)         2330.2    (f) LEVELING    3  
 CZ2047
 CZ2047.Superseded values are not recommended for survey control.
 CZ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2047.See file dsdata.txt to determine how the superseded data were derived.
 CZ2047
 CZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131545(NAD 83)
 CZ2047_MARKER: DS = TRIANGULATION STATION DISK
 CZ2047_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2047
 CZ2047  HISTORY     - Date     Condition        Report By
 CZ2047  HISTORY     - 1960     MONUMENTED       CGS
 CZ2047  HISTORY     - 1966     GOOD             AMS
 CZ2047  HISTORY     - 1967     GOOD             AMS
 CZ2047
 CZ2047                          STATION DESCRIPTION
 CZ2047
 CZ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2047'STATION IS LOCATED ON THE HIGHEST POINT OF CASA GRANDE MOUNTAINS
 CZ2047'ABOUT 4 MILES SOUTHEAST OF CASA GRANDE.
 CZ2047'
 CZ2047'REACHED FROM THE POST OFFICE IN CASA GRANDE BY GOING EAST ON
 CZ2047'STATE HIGHWAY 84 FOR 1 BLOCK TO INTERSECTION OF FLORENCE
 CZ2047'STREET.  TURN RIGHT ON FLORENCE STREET AND FOLLOW MACADAM
 CZ2047'ROAD SOUTH FOR 3.8 MILES TO CROSSROADS, TURN LEFT, EAST, AND
 CZ2047'FOLLOW GRADED ROAD FOR 1.0 MILE TO CROSSROADS, CONTINUE STRAIGHT
 CZ2047'AHEAD, EAST, FOR 0.7 MILE TO END OF ROAD AND END OF TRUCK
 CZ2047'TRAVEL.  FROM END OF TRUCK TRAVEL PACK SOUTHEASTERLY UP RIDGE
 CZ2047'TO HIGHEST POINT AND STATION.
 CZ2047'
 CZ2047'STATION MARKS ARE STANDARD DISKS, STAMPED CASA GRANDE 2 1960.
 CZ2047'THE UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK
 CZ2047'1.5 FEET BELOW THE GROUND SURFACE.  THE SURFACE MARK IS
 CZ2047'SET IN AN IRREGULAR MASS OF CONCRETE 6 INCHES BELOW THE GROUND
 CZ2047'SURFACE.
 CZ2047'
 CZ2047'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASA GRANDE
 CZ2047'2 NO 3 1960, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CZ2047'THE GROUND SURFACE, AND IS THE ORIGINAL R.M. 2 RESTAMPED.
 CZ2047'
 CZ2047'REFERENCE MARK 4 IS THE STEM OF REFERENCE MARK 2 FOR CASA
 CZ2047'GRANDE 1935, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CZ2047'THE GROUND SURFACE.  A HOLE WAS PUNCHED IN THE CENTER OF THE
 CZ2047'STEM.
 CZ2047'
 CZ2047'THE AZIMUTH SET IN 1935 WAS RECOVERED AND WAS FOUND IN A CULVERT
 CZ2047'HEADWALL OF AN IRRIGATION CANAL AT HIGHWAY NO. 84 NEAR THE
 CZ2047'RAILROAD SIDING OF ARIZOLA.  IT IS STAMPED CASA GRANDE USGS
 CZ2047'1935.
 CZ2047'
 CZ2047'NO DIRECTIONS WERE OBSERVED TO IT AT THIS DATE.
 CZ2047'
 CZ2047'THE AZIMUTH MARK SET IN 1936 WAS REOBSERVED FROM CASA GRANDE
 CZ2047'2 1960, AS INDICATED.  THIS MARK IS LOCATED IN A FENCED-OFF
 CZ2047'AREA THAT WAS ONCE PART OF THE CASA GRANDE MOUNTAIN PARK, AND
 CZ2047'IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON A LARGE ROCK
 CZ2047'OUTCROP ABOVE A LEVELED-OFF SPACE PREVIOUSLY USED AS AN
 CZ2047'OBSERVATION POINT FOR SIGHTSEEING.  A WASHED-OUT ROAD LEADS TO
 CZ2047'THIS POINT, AND IS NOW FENCED OFF FROM THE PRESENT PARK AREA.
 CZ2047
 CZ2047                          STATION RECOVERY (1966)
 CZ2047
 CZ2047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 CZ2047'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK (1936) WERE
 CZ2047'RECOVERED AS DESCRIBED IN GOOD CONDITION.  AZ. MK. (1935)
 CZ2047'WAS SEARCHED FOR BUT NOT FOUND - ALL CULVERTS IN AREA HAVE
 CZ2047'BEEN REPLACED BY NEW ROAD CONSTRUCTION.
 CZ2047
 CZ2047                          STATION RECOVERY (1967)
 CZ2047
 CZ2047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 CZ2047'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IS STAMPED AS
 CZ2047'INDICATED ABOVE.
 CZ2047'
 CZ2047'THE FOLLOWING CORRECTION IS NOTED FOR REFERENCE MARK 3--
 CZ2047'
 CZ2047'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASA GRANDE 2 NO 3 1960
 CZ2047'USGS, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 CZ2047'SURFACE, AND IS THE ORIGINAL REFERENCE MARK 1 RESTAMPED.
 CZ2047'
 CZ2047'REFERENCE MARK 4 IS THE STEM OF REFERENCE MARK 2 FOR CASA GRANDE
 CZ2047'1935, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 CZ2047'SURFACE.  A HOLE IS PUNCHED IN THE CENTER OF THE STEM.
 CZ2047'
 CZ2047'DISTANCE AS CHECKED FROM STATION MARK TO REFERENCE MARK 4--
 CZ2047'
 CZ2047'HORIZONTAL 19.950 METERS
 CZ2047'SLOPE 20.100 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2292 ***********************************************************************
 CZ2292  DESIGNATION -  CASA GRANDE ATT MICROWAVE TWR
 CZ2292  PID         -  CZ2292
 CZ2292  STATE/COUNTY-  AZ/PINAL
 CZ2292  USGS QUAD   -  CHUICHU (1992)
 CZ2292
 CZ2292                         *CURRENT SURVEY CONTROL
 CZ2292  ___________________________________________________________________
 CZ2292* NAD 83(1992)-  32 51 56.65902(N)    111 49 45.50945(W)     ADJUSTED  
 CZ2292* NAVD 88     -                                                        
 CZ2292  ___________________________________________________________________
 CZ2292  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ2292  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2292
 CZ2292  HORZ ORDER  -  THIRD
 CZ2292
 CZ2292.The horizontal coordinates were established by classical geodetic methods
 CZ2292.and adjusted by the National Geodetic Survey in August 1993..
 CZ2292
 CZ2292
 CZ2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2292
 CZ2292.The geoid height was determined by GEOID03.
 CZ2292
 CZ2292;                    North         East     Units Scale Factor Converg.
 CZ2292;SPC AZ C     -   206,866.388   221,535.458   MT  0.99990082   +0 02 50.7
 CZ2292;SPC AZ C     -   678,695.50    726,822.37   iFT  0.99990082   +0 02 50.7
 CZ2292;UTM  12      - 3,636,707.606   422,411.240   MT  0.99967423   -0 27 00.2
 CZ2292
 CZ2292                          SUPERSEDED SURVEY CONTROL
 CZ2292
 CZ2292  NAD 83(1986)-  32 51 56.65274(N)    111 49 45.51103(W) AD(       ) 4
 CZ2292  NAD 27      -  32 51 56.46163(N)    111 49 43.03706(W) AD(       ) 3
 CZ2292
 CZ2292.Superseded values are not recommended for survey control.
 CZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2292.See file dsdata.txt to determine how the superseded data were derived.
 CZ2292
 CZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2241136708(NAD 83)
 CZ2292_MARKER: 45 = MICROWAVE TOWER
 CZ2292
 CZ2292  HISTORY     - Date     Condition        Report By
 CZ2292  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ2292
 CZ2292                          STATION DESCRIPTION
 CZ2292
 CZ2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2292'THE POINT INTERSECTED IS THE RED LIGHT ATOP THE CASA GRANDE, AMERICAN
 CZ2292'TELEPHONE AND TELEGRAPH MICROWAVE TOWER, WAD 44 THAT IS LOCATED
 CZ2292'ABOUT 8 MILES EAST OF STANFIELD, 4 MILES WEST OF CASA GRANDE, 2
 CZ2292'MILES NORTH OF INTERSTATE HIGHWAY 8, 1 MILE SOUTH OF STATE HIGHWAY
 CZ2292'84 AND JUST WEST OF BIANCO ROAD.  THE TOWER IS A FOUR LEGGED
 CZ2292'STEEL STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 CZ2292'WITH TWO FAN SHAPED ANTENNAS LOCATED ABOUT 200 FEET HIGH ON
 CZ2292'THE EAST SIDE AND TWO FAN SHAPED ANTENNAS LOCATED NEAR THE TOP
 CZ2292'OF THE NORTH SIDE.  IT IS 293 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1020 ***********************************************************************
 CZ1020  DESIGNATION -  CASA GRANDE AZ MK 3
 CZ1020  PID         -  CZ1020
 CZ1020  STATE/COUNTY-  AZ/PINAL
 CZ1020  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1020
 CZ1020                         *CURRENT SURVEY CONTROL
 CZ1020  ___________________________________________________________________
 CZ1020* NAD 83(1986)-  32 50 05.     (N)    111 41 20.     (W)     SCALED    
 CZ1020* NAVD 88     -       443.310  (meters)    1454.43   (feet)  ADJUSTED  
 CZ1020  ___________________________________________________________________
 CZ1020  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1020  DYNAMIC HT  -         442.764 (meters)    1452.63  (feet)  COMP
 CZ1020  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 CZ1020  OBS GRAVITY -     979,393.3   (mgal)                       GRAV_OBS
 CZ1020
 CZ1020  VERT ORDER  -  FIRST     CLASS II
 CZ1020
 CZ1020.The horizontal coordinates were scaled from a topographic map and have
 CZ1020.an estimated accuracy of +/- 6 seconds.
 CZ1020
 CZ1020.The orthometric height was determined by differential leveling
 CZ1020.and adjusted by the National Geodetic Survey in November 1993..
 CZ1020
 CZ1020.The geoid height was determined by GEOID03.
 CZ1020
 CZ1020.The dynamic height is computed by dividing the NAVD 88
 CZ1020.geopotential number by the normal gravity value computed on the
 CZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1020.degrees latitude (g = 980.6199 gals.).
 CZ1020
 CZ1020.The modeled gravity was interpolated from observed gravity values.
 CZ1020.The observed gravity was obtained from relative gravimeter ties
 CZ1020.to the IGSN71 gravity network.
 CZ1020
 CZ1020;                    North         East    Units  Estimated Accuracy
 CZ1020;SPC AZ C     -   203,450.      234,680.      MT  (+/- 180 meters Scaled)
 CZ1020
 CZ1020                          SUPERSEDED SURVEY CONTROL
 CZ1020
 CZ1020  NAVD 88 (06/15/91)  443.317  (m)         1454.45   (f) UNKNOWN     1 2
 CZ1020  NGVD 29 (??/??/92)  442.837  (m)         1452.87   (f) ADJ UNCH    1 2
 CZ1020
 CZ1020.Superseded values are not recommended for survey control.
 CZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1020.See file dsdata.txt to determine how the superseded data were derived.
 CZ1020
 CZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB355331(NAD 83)
 CZ1020_MARKER: DR = REFERENCE MARK DISK
 CZ1020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1020_SP_SET: RETAINING WALL
 CZ1020_STAMPING: CASA GRANDE U.S.G.S. AZIMUTH NO.3 1935
 CZ1020_MARK LOGO: CGS   
 CZ1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1020+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1020
 CZ1020  HISTORY     - Date     Condition        Report By
 CZ1020  HISTORY     - 1935     MONUMENTED       CGS
 CZ1020  HISTORY     - 1967     GOOD             NGS
 CZ1020  HISTORY     - 1980     GOOD             NGS
 CZ1020  HISTORY     - 1980     GOOD             NGS
 CZ1020  HISTORY     - 1984     GOOD             NGS
 CZ1020  HISTORY     - 19911205 GOOD             NGS
 CZ1020
 CZ1020                          STATION DESCRIPTION
 CZ1020
 CZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1020'4.85 MI SE FROM CASA GRANDE.
 CZ1020'ABOUT 4.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1020'THE STATION AT CASA GRANDE, IN S 2, T 7 S, R 6 E, 0.2 MILE NORTHWEST
 CZ1020'OF THE RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 4 1/2 POLES
 CZ1020'SOUTHEAST OF BENCH MARK W 278=1450(USGS), AT THE CROSSING OF THE
 CZ1020'RAILROAD AND AN IRRIGATION CANAL, AT THE JUNCTION OF TWO IRRIGATION
 CZ1020'CANALS, 103 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 42 FEET
 CZ1020'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE FOR STATE
 CZ1020'HIGHWAY 84, SET IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL FOR THE
 CZ1020'FOUNDATION OF THE HEADGATE IN THE IRRIGATION CANAL LEADING NORTHWEST,
 CZ1020'10 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH IS ON THE
 CZ1020'NORTHWEST LEVEE OF AN IRRIGATION CANAL, 3.7 FEET SOUTHEAST OF A
 CZ1020'VERTICAL SECTION OF RAIL PROJECTING 3 FEET, AND ABOUT 3 FEET BELOW THE
 CZ1020'LEVEL OF THE TRACKS.
 CZ1020
 CZ1020                          STATION RECOVERY (1980)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1980)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1984)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1991)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1020'8.2 KM (5.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1020'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1020'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.0 M (3.3 FT) SOUTHEAST OF
 CZ1020'THE NORTHWEST END OF A CONCRETE RETAINING WALL BETWEEN TWO HEAD GATES
 CZ1020'AT THE T-JUNCTION OF TWO CANALS, 20.4 M (66.9 FT) SOUTHWEST OF THE
 CZ1020'HIGHWAY CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 CZ1020'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2044 ***********************************************************************
 CZ2044  DESIGNATION -  CASA GRANDE MOUNTAIN
 CZ2044  PID         -  CZ2044
 CZ2044  STATE/COUNTY-  AZ/PINAL
 CZ2044  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2044
 CZ2044                         *CURRENT SURVEY CONTROL
 CZ2044  ___________________________________________________________________
 CZ2044* NAD 83(1992)-  32 48 49.81405(N)    111 42 34.76983(W)     ADJUSTED  
 CZ2044* NAVD 88     -                                                        
 CZ2044  ___________________________________________________________________
 CZ2044  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CZ2044  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2044
 CZ2044  HORZ ORDER  -  THIRD
 CZ2044
 CZ2044.The horizontal coordinates were established by classical geodetic methods
 CZ2044.and adjusted by the National Geodetic Survey in August 1993..
 CZ2044
 CZ2044
 CZ2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2044
 CZ2044.The geoid height was determined by GEOID03.
 CZ2044
 CZ2044;                    North         East     Units Scale Factor Converg.
 CZ2044;SPC AZ C     -   201,126.611   232,744.202   MT  0.99990463   +0 06 43.8
 CZ2044;SPC AZ C     -   659,864.21    763,596.46   iFT  0.99990463   +0 06 43.8
 CZ2044;UTM  12      - 3,630,872.187   433,567.103   MT  0.99965442   -0 23 04.5
 CZ2044
 CZ2044                          SUPERSEDED SURVEY CONTROL
 CZ2044
 CZ2044  NAD 83(1986)-  32 48 49.81397(N)    111 42 34.77404(W) AD(       ) 4
 CZ2044  NAD 27      -  32 48 49.61000(N)    111 42 32.33000(W) AD(       ) 3
 CZ2044
 CZ2044.Superseded values are not recommended for survey control.
 CZ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2044.See file dsdata.txt to determine how the superseded data were derived.
 CZ2044
 CZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3356730872(NAD 83)
 CZ2044_MARKER: 03 = MOUNTAIN PEAK
 CZ2044
 CZ2044  HISTORY     - Date     Condition        Report By
 CZ2044  HISTORY     - 1920     FIRST OBSERVED   CGS
 CZ2044
 CZ2044                          STATION DESCRIPTION
 CZ2044
 CZ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CZ2044'THE HIGHEST SUMMIT OF CASA GRANDE MOUNTAIN THAT IS JUST SOUTH
 CZ2044'OF THE TOWN OF CASA GRANDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2269 ***********************************************************************
 CZ2269  DESIGNATION -  CASA GRANDE MUNICIPAL TANK
 CZ2269  PID         -  CZ2269
 CZ2269  STATE/COUNTY-  AZ/PINAL
 CZ2269  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2269
 CZ2269                         *CURRENT SURVEY CONTROL
 CZ2269  ___________________________________________________________________
 CZ2269* NAD 83(1992)-  32 52 36.09237(N)    111 45 08.27205(W)     ADJUSTED  
 CZ2269* NAVD 88     -                                                        
 CZ2269  ___________________________________________________________________
 CZ2269  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2269  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2269
 CZ2269  HORZ ORDER  -  THIRD
 CZ2269
 CZ2269.The horizontal coordinates were established by classical geodetic methods
 CZ2269.and adjusted by the National Geodetic Survey in August 1993..
 CZ2269
 CZ2269
 CZ2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2269
 CZ2269.The geoid height was determined by GEOID03.
 CZ2269
 CZ2269;                    North         East     Units Scale Factor Converg.
 CZ2269;SPC AZ C     -   208,089.650   228,740.602   MT  0.99990292   +0 05 21.2
 CZ2269;SPC AZ C     -   682,708.83    750,461.29   iFT  0.99990292   +0 05 21.2
 CZ2269;UTM  12      - 3,637,867.984   429,625.045   MT  0.99966107   -0 24 30.2
 CZ2269
 CZ2269                          SUPERSEDED SURVEY CONTROL
 CZ2269
 CZ2269  NAD 83(1986)-  32 52 36.08662(N)    111 45 08.27322(W) AD(       ) 4
 CZ2269  NAD 27      -  32 52 35.88400(N)    111 45 05.80300(W) AD(       ) 3
 CZ2269
 CZ2269.Superseded values are not recommended for survey control.
 CZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2269.See file dsdata.txt to determine how the superseded data were derived.
 CZ2269
 CZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2962537868(NAD 83)
 CZ2269_MARKER: 53 = ELEVATED TANK
 CZ2269
 CZ2269  HISTORY     - Date     Condition        Report By
 CZ2269  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2269  HISTORY     - 1962     GOOD             CGS
 CZ2269
 CZ2269                          STATION DESCRIPTION
 CZ2269
 CZ2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2269'THE STATION IS LOCATED IN THE CENTER OF CASA GRANDE AND IS
 CZ2269'IN THE NORTHEAST ANGLE OF NORTH MARSHALL STREET AND EAST 2ND
 CZ2269'STREET.
 CZ2269'
 CZ2269'STATION IS A TANK SUPPORTED BY 4 LEGS, PAINTED GREEN AND IS
 CZ2269'ABOUT 120 FEET HIGH.
 CZ2269'
 CZ2269'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2045 ***********************************************************************
 CZ2045  DESIGNATION -  CASA GRANDE RAD STA KPIN MAST
 CZ2045  PID         -  CZ2045
 CZ2045  STATE/COUNTY-  AZ/PINAL
 CZ2045  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2045
 CZ2045                         *CURRENT SURVEY CONTROL
 CZ2045  ___________________________________________________________________
 CZ2045* NAD 83(1992)-  32 51 49.67248(N)    111 43 55.96688(W)     ADJUSTED  
 CZ2045* NAVD 88     -                                                        
 CZ2045  ___________________________________________________________________
 CZ2045  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ2045  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2045
 CZ2045  HORZ ORDER  -  THIRD
 CZ2045
 CZ2045.The horizontal coordinates were established by classical geodetic methods
 CZ2045.and adjusted by the National Geodetic Survey in August 1993..
 CZ2045
 CZ2045
 CZ2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2045
 CZ2045.The geoid height was determined by GEOID03.
 CZ2045
 CZ2045;                    North         East     Units Scale Factor Converg.
 CZ2045;SPC AZ C     -   206,662.877   230,622.509   MT  0.99990367   +0 06 00.3
 CZ2045;SPC AZ C     -   678,027.81    756,635.53   iFT  0.99990367   +0 06 00.3
 CZ2045;UTM  12      - 3,636,425.275   431,494.036   MT  0.99965787   -0 23 50.4
 CZ2045
 CZ2045                          SUPERSEDED SURVEY CONTROL
 CZ2045
 CZ2045  NAD 83(1986)-  32 51 49.66681(N)    111 43 55.96824(W) AD(       ) 4
 CZ2045  NAD 27      -  32 51 49.46400(N)    111 43 53.50300(W) AD(       ) 3
 CZ2045
 CZ2045.Superseded values are not recommended for survey control.
 CZ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2045.See file dsdata.txt to determine how the superseded data were derived.
 CZ2045
 CZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3149436425(NAD 83)
 CZ2045_MARKER: 42 = RADIO/TV MAST
 CZ2045
 CZ2045  HISTORY     - Date     Condition        Report By
 CZ2045  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2045  HISTORY     - 1962     GOOD             CGS
 CZ2045  HISTORY     - 1968     GOOD             AMS
 CZ2045  HISTORY     - 1971     GOOD             NGS
 CZ2045
 CZ2045                          STATION DESCRIPTION
 CZ2045
 CZ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2045'THE STATION, A SINGLE COLUMN STEEL STRUCTURE SET IN CONCRETE IS
 CZ2045'PAINTED ALTERNATELY RED AND WHITE.  IT HAS AN OVER-ALL HEIGHT
 CZ2045'OF 135 FEET AND THE RED FLASHER LIGHT AT THE TOP WAS THE
 CZ2045'POINT OBSERVED UPON.
 CZ2045'
 CZ2045'TO REACH THE STATION FROM THE POST OFFICE AT CASA GRANDE GO
 CZ2045'EAST ON STATE HIGHWAY 84 FOR 1.7 MILES TO THE STATION ON THE
 CZ2045'LEFT.
 CZ2045
 CZ2045                          STATION RECOVERY (1962)
 CZ2045
 CZ2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2045'THE STATION IS LOCATED IN THE EAST PART OF CASA GRANDE AND IS
 CZ2045'ABOUT 100 YARDS NORTH OF STATE HIGHWAYS 84 AND 93.
 CZ2045'
 CZ2045'STATION IS A STEEL MAST, PAINTED RED AND WHITE AND IS 208 FEET
 CZ2045'HIGH.
 CZ2045'
 CZ2045'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ2045'EAST AND SOUTHEAST ON STATE HIGHWAYS 84 AND 93 FOR 1.8 MILES
 CZ2045'TO THE STATION ON THE LEFT.
 CZ2045'
 CZ2045'POINT INTERSECTED WAS THE TOP CENTER OF TOWER.
 CZ2045
 CZ2045                          STATION RECOVERY (1968)
 CZ2045
 CZ2045'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2045'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2045'ADEQUATE.
 CZ2045
 CZ2045                          STATION RECOVERY (1971)
 CZ2045
 CZ2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2045'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1800 ***********************************************************************
 CZ1800  DESIGNATION -  CASCA
 CZ1800  PID         -  CZ1800
 CZ1800  STATE/COUNTY-  AZ/COCHISE
 CZ1800  USGS QUAD   -  SOZA MESA (1981)
 CZ1800
 CZ1800                         *CURRENT SURVEY CONTROL
 CZ1800  ___________________________________________________________________
 CZ1800* NAD 83(1992)-  32 16 42.29819(N)    110 21 16.42510(W)     ADJUSTED  
 CZ1800* NAVD 88     -      1003.7    (meters)    3293.     (feet)  VERTCON   
 CZ1800  ___________________________________________________________________
 CZ1800  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CZ1800  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CZ1800
 CZ1800  HORZ ORDER  -  SECOND
 CZ1800
 CZ1800.The horizontal coordinates were established by classical geodetic methods
 CZ1800.and adjusted by the National Geodetic Survey in August 1993..
 CZ1800
 CZ1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1800
 CZ1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1800
 CZ1800.The geoid height was determined by GEOID03.
 CZ1800
 CZ1800;                    North         East     Units Scale Factor Converg.
 CZ1800;SPC AZ E     -   141,752.794   195,660.747   MT  0.99990386   -0 06 01.2
 CZ1800;SPC AZ E     -   465,068.22    641,931.58   iFT  0.99990386   -0 06 01.2
 CZ1800;SPC AZ C     -   142,808.723   360,513.526   MT  1.00016696   +0 50 03.7
 CZ1800;SPC AZ C     -   468,532.56  1,182,787.16   iFT  1.00016696   +0 50 03.7
 CZ1800;UTM  12      - 3,571,479.533   560,780.634   MT  0.99964556   +0 20 40.9
 CZ1800
 CZ1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1800!SPC AZ E     -   0.99984678  x   0.99990386  =   0.99975066
 CZ1800!SPC AZ C     -   0.99984678  x   1.00016696  =   1.00001372
 CZ1800!UTM  12      -   0.99984678  x   0.99964556  =   0.99949240
 CZ1800
 CZ1800:                Primary Azimuth Mark                     Grid Az
 CZ1800:SPC AZ E     -  CASCA AZ MK                              184 36 24.6
 CZ1800:SPC AZ C     -  CASCA AZ MK                              183 40 19.7
 CZ1800:UTM  12      -  CASCA AZ MK                              184 09 42.5
 CZ1800
 CZ1800|---------------------------------------------------------------------|
 CZ1800| PID    Reference Object                     Distance      Geod. Az  |
 CZ1800|                                                           dddmmss.s |
 CZ1800| CC7106 CASCA AZ MK                                        1843023.4 |
 CZ1800| CC7107 CASCA RM 1                            9.862 METERS 20155     |
 CZ1800| CC7108 CASCA RM 2                           10.730 METERS 28918     |
 CZ1800|---------------------------------------------------------------------|
 CZ1800
 CZ1800                          SUPERSEDED SURVEY CONTROL
 CZ1800
 CZ1800  NAD 83(1986)-  32 16 42.29376(N)    110 21 16.42126(W) AD(       ) 2
 CZ1800  NAD 27      -  32 16 42.02600(N)    110 21 14.14900(W) AD(       ) 2
 CZ1800  NGVD 29 (07/19/86) 1003.0    (m)         3291.     (f) VERT ANG       
 CZ1800
 CZ1800.Superseded values are not recommended for survey control.
 CZ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1800.See file dsdata.txt to determine how the superseded data were derived.
 CZ1800
 CZ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6078171480(NAD 83)
 CZ1800_MARKER: DS = TRIANGULATION STATION DISK
 CZ1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1800
 CZ1800  HISTORY     - Date     Condition        Report By
 CZ1800  HISTORY     - 1946     MONUMENTED       CGS
 CZ1800  HISTORY     - 1947     GOOD             CGS
 CZ1800  HISTORY     - 1956     GOOD             USE
 CZ1800  HISTORY     - 1967     GOOD             CGS
 CZ1800
 CZ1800                          STATION DESCRIPTION
 CZ1800
 CZ1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1800'STATION BUILT BUT WAS NOT USED BY PARTY OF C.A. EGNER IN
 CZ1800'1946.  DESCRIPTION BELOW COMPILED FROM RECONNAISSANCE DESCRIPTION
 CZ1800'AND BUILDERS NOTES.
 CZ1800'
 CZ1800'STATION LOCATED ABOUT 21-1/2 MILES, AIRLINE, NNW OF BENSON
 CZ1800'AND ABOUT 5-1/2 MILES, AIRLINE, NW OF THE JUNCTION OF THE
 CZ1800'REDINGTON AND WILLCOX ROADS, ON THE E SIDE OF THE SAN PEDRO
 CZ1800'RIVER.  IT IS ABOUT 0.2 MILE, AIRLINE, E OF THE REDINGTON
 CZ1800'ROAD, ON TOP OF A RIDGE.
 CZ1800'
 CZ1800'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1800'ON STATE HIGHWAY 86 FOR 1.4 MILES (0.45 MILE AFTER CROSSING
 CZ1800'SAN PEDRO RIVER BRIDGE) TO A T-INTERSECTION.  TURN LEFT, N,
 CZ1800'CROSS CATTLE GUARD, AND FOLLOW MACADAM ROAD 3 MILES TO STORE AND
 CZ1800'POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.  TURN
 CZ1800'RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO A
 CZ1800'T-INTERSECTION (THE JUNCTION OF THE REDINGTON AND WILLCOX ROADS).
 CZ1800'CONTINUE AHEAD ON REDINGTON ROAD 4.8 MILES TO CATTLE GUARD
 CZ1800'ON S SIDE OF WASH.  CROSS CATTLE GUARD AND WASH AND CONTINUE
 CZ1800'ON MAIN TRAVELED ROAD 1.2 MILES (THIS IS 0.65 MILE
 CZ1800'BEFORE REACHING THE MAIL BOX AND ENTRANCE TO THE BIDEGAIN
 CZ1800'RANCH).  HERE TURN RIGHT OFF ROAD AND FOLLOW UP TO THE TOP
 CZ1800'OF RIDGE, THEN MAKE A WIDE HORSESHOE TURN TO THE LEFT OVER
 CZ1800'TO THE NEXT RIDGE TO N AND STATION, A DISTANCE OF 0.55
 CZ1800'MILE FROM THE ROAD.  STATION SITE CAN BE SEEN FROM ROAD.
 CZ1800'
 CZ1800'STATION MARK IS A BRONZE STATION DISK, STAMPED CASCA 1946,
 CZ1800'AND SET IN A 12-INCH-SQUARE CONCRETE POST PROJECTING 2 INCHES
 CZ1800'ABOVE GROUND.  IT IS ABOUT 100 YARDS E OF THE W END OF THE
 CZ1800'RIDGE, AND 7 PACES S OF THE N SIDE OF RIDGE.
 CZ1800'
 CZ1800'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN 10-INCH-SQUARE
 CZ1800'CONCRETE MONUMENTS PROJECTING 2 INCHES ABOVE GROUND.  REFERENCE
 CZ1800'MARKS ARE STAMPED CASCA NO 1 1946 AND CASCA NO 2 1946,
 CZ1800'RESPECTIVELY.  REFERENCE MARK 1 IS 10 PACES S OF STATION.
 CZ1800'REFERENCE MARK 2 IS 10 PACES W OF STATION.
 CZ1800'
 CZ1800'THE AZIMUTH MARK IS 3/4 MILES SE OF STATION, 0.9 MILE PAST
 CZ1800'LAST CATTLE GUARD MENTIONED ABOVE, AT WITNESS POST ON W SIDE
 CZ1800'OF ROAD.  IT IS A BRONZE AZIMUTH DISK, STAMPED CASCA 1946, AND
 CZ1800'SET IN 10-INCH-SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 CZ1800'ABOVE GROUND.
 CZ1800'
 CZ1800'THE UNDERGROUND MARK IS 29 INCHES BELOW THE GROUND SURFACE.
 CZ1800'IT IS A BRONZE STATION DISK, STAMPED CASCA 1946.
 CZ1800'
 CZ1800'A 4-FOOT SIGNAL ERECTED.
 CZ1800'
 CZ1800'NOT OCCUPIED.
 CZ1800
 CZ1800                          STATION RECOVERY (1947)
 CZ1800
 CZ1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1800'THE STATION IS LOCATED ABOUT 21.5 MILES AIR LINE NORTH-NORTHWEST
 CZ1800'OF BENSON, ABOUT 5.5 MILES AIR LINE NORTHWEST OF THE JUNCTION
 CZ1800'OF THE REDINGTON AND WILLCOX ROADS, ON THE EAST SIDE OF THE
 CZ1800'SAN PEDRO RIVER.  IT IS ABOUT 0.2 MILE AIR LINE EAST OF THE
 CZ1800'REDINGTON ROAD ON TOP OF A EAST-WEST RIDGE WITH HIGHER GROUND
 CZ1800'FARTHER TO THE EAST, 25 FEET SOUTH OF THE NORTH BRIM, 6 FEET
 CZ1800'SOUTHEAST OF A 4 X 4 WITNESS POST, PROJECTS 2 INCHES AND IS
 CZ1800'STAMPED CASCA 1946.
 CZ1800'
 CZ1800'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN
 CZ1800'STATION, 54 FEET SOUTH OF THE NORTH BRIM, PROJECTS 2 INCHES
 CZ1800'AND IS STAMPED CASCA NO 1 1946.
 CZ1800'
 CZ1800'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1800'STATION, 10 FEET SOUTH OF THE NORTH BRIM, SET FLUSH AND IS
 CZ1800'STAMPED CASCA NO 2 1946.
 CZ1800'
 CZ1800'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, AT
 CZ1800'THE TOP OF A SLIGHT KNOLL ABOUT 50 YARDS SOUTH OF A STEEP
 CZ1800'GRADE DOWN INTO A WASH, 27 FEET EAST OF A FENCE LINE, 21
 CZ1800'FEET WEST OF THE CENTER LINE OF ROAD, 4 FEET NORTH OF A 4 X 4
 CZ1800'WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED CASCA 1946.
 CZ1800'
 CZ1800'TO REACH FROM THE POST OFFICE IN BENSON.  GO EAST ON STATE
 CZ1800'ROUTE 86 TOWARD WILLCOX FOR 1.2 MILE (THIS IS 0.3 MILE AFTER
 CZ1800'CROSSING SAN PEDRO RIVER) TO A T INTERSECTION.  TURN LEFT
 CZ1800'(N) ACROSS CATTLE GUARD AND FOLLOW HARD SURFACED ROAD FOR
 CZ1800'3.2 MILES TO STORE AND POST OFFICE IN POMERENE.  TURN LEFT
 CZ1800'AND GO 0.25 MILE TO A POINT WHERE MAIN ROAD TURNS RIGHT.  TURN
 CZ1800'RIGHT (N) AND GO 17.7 MILES FOLLOWING THE MAIN ROAD TO THE
 CZ1800'INTERSECTION OF THE REDINGTON AND WILLCOX ROADS.  CONTINUE
 CZ1800'STRAIGHT AHEAD ON THE REDINGTON ROAD FOR 4.8 MILES TO A
 CZ1800'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO TOP OF
 CZ1800'GRADE JUST BEFORE DROPPING DOWN INTO WASH AND AZIMUTH MARK
 CZ1800'AS DESCRIBED ABOVE.  CONTINUE FOR 0.2 MILE TO THE OPPOSITE SIDE
 CZ1800'OF WASH.  HERE TURN RIGHT LEAVING MAIN ROAD AND PICK WAY TO
 CZ1800'TOP OF RIDGE.  THENCE MAKE A WIDE HORSESHOE BEND TO THE LEFT TO
 CZ1800'THE TOP OF THE NEXT RIDGE TO NORTH AND STATION SITE AS
 CZ1800'DESCRIBED ABOVE.  A DRIVE STATION.
 CZ1800
 CZ1800                          STATION RECOVERY (1956)
 CZ1800
 CZ1800'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1800'STATION RECOVERED AS DESCRIBED.  WITH EXCEPTION OF MILEAGE
 CZ1800'AND DIRECTION OF GETTING TO STATION.
 CZ1800'
 CZ1800'AFTER PASSING REDDING AND WILLCOX ROAD TURN OFF, PROCEED ON
 CZ1800'REDDING ROAD N 0.2 MILES TO CATTLE GUARD.  CONTINUE N 1.2
 CZ1800'MILES TO ANOTHER CATTLE GUARD, CONTINUE 1.7 MILES TO STILL
 CZ1800'ANOTHER CATTLE GUARD, CONTINUE 3.9 MILES N TO POLL RANCH.
 CZ1800'BACKTRACK S 0.3 MILES TO WASH.  STATION IS 0.2 MILES E OF
 CZ1800'ROAD ON HILL IMMEDIATELY S OF THIS WASH ABOUT 0.4 MILES SE
 CZ1800'OF POOL RANCH HOUSE.
 CZ1800
 CZ1800                          STATION RECOVERY (1967)
 CZ1800
 CZ1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ1800'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 CZ1800'IN GOOD CONDITION.
 CZ1800'
 CZ1800'THE DESCRIPTION WAS COMPLETELY ADEQUATE.  THERE IS NOW A FAINT
 CZ1800'TRACK ROAD LEADING TO THE STATION.
 CZ1800'
 CZ1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21-1/4
 CZ1800'MILES NORTH OF BENSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1866 ***********************************************************************
 GR1866  DESIGNATION -  CASH
 GR1866  PID         -  GR1866
 GR1866  STATE/COUNTY-  AZ/MOHAVE
 GR1866  USGS QUAD   -  HOOVER DAM (1997)
 GR1866
 GR1866                         *CURRENT SURVEY CONTROL
 GR1866  ___________________________________________________________________
 GR1866* NAD 83(1992)-  36 04 12.07415(N)    114 42 59.82082(W)     ADJUSTED  
 GR1866* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 GR1866  ___________________________________________________________________
 GR1866  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 GR1866  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GR1866
 GR1866  HORZ ORDER  -  FIRST
 GR1866
 GR1866.The horizontal coordinates were established by classical geodetic methods
 GR1866.and adjusted by the National Geodetic Survey in August 1993..
 GR1866
 GR1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1866
 GR1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1866
 GR1866.The geoid height was determined by GEOID03.
 GR1866
 GR1866;                    North         East     Units Scale Factor Converg.
 GR1866;SPC AZ W     -   562,732.786   126,287.892   MT  1.00002672   -0 34 09.0
 GR1866;SPC AZ W     - 1,846,236.17    414,330.35   iFT  1.00002672   -0 34 09.0
 GR1866;SPC NV E     - 8,146,786.835   278,070.324   MT  0.99997508   +0 30 37.2
 GR1866;SPC NV E     -26,728,249.81    912,302.39   sFT  0.99997508   +0 30 37.2
 GR1866;UTM  11      - 3,994,128.022   705,630.653   MT  1.00012104   +1 20 41.5
 GR1866
 GR1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1866!SPC AZ W     -   0.99992787  x   1.00002672  =   0.99995459
 GR1866!SPC NV E     -   0.99992787  x   0.99997508  =   0.99990296
 GR1866!UTM  11      -   0.99992787  x   1.00012104  =   1.00004891
 GR1866
 GR1866|---------------------------------------------------------------------|
 GR1866| PID    Reference Object                     Distance      Geod. Az  |
 GR1866|                                                           dddmmss.s |
 GR1866| CC4458 CASH RM 1                             6.080 METERS 04511     |
 GR1866| CC4459 CASH RM 2                             7.778 METERS 16430     |
 GR1866| GR1865 FAIRCHILD FLAG                        7.250 METERS 18223     |
 GR1866| GR1477 A 1                                 APPROX. 3.9 KM 1833334.2 |
 GR1866|---------------------------------------------------------------------|
 GR1866
 GR1866                          SUPERSEDED SURVEY CONTROL
 GR1866
 GR1866  NAD 83(1986)-  36 04 12.06121(N)    114 42 59.80879(W) AD(       ) 1
 GR1866  NAD 27      -  36 04 12.13400(N)    114 42 56.87200(W) AD(       ) 1
 GR1866  NGVD 29 (06/27/88)  487.0    (m)         1598.     (f) VERT ANG       
 GR1866
 GR1866.Superseded values are not recommended for survey control.
 GR1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1866.See file dsdata.txt to determine how the superseded data were derived.
 GR1866
 GR1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0563194128(NAD 83)
 GR1866_MARKER: DS = TRIANGULATION STATION DISK
 GR1866_SETTING: 66 = SET IN ROCK OUTCROP
 GR1866
 GR1866  HISTORY     - Date     Condition        Report By
 GR1866  HISTORY     - 1935     MONUMENTED       CGS
 GR1866  HISTORY     - 1947     GOOD             USGS
 GR1866
 GR1866                          STATION DESCRIPTION
 GR1866
 GR1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1866'STATION IS LOCATED ON A LONG AND BROKEN DARK-COLORED RIDGE,
 GR1866'THE HIGHEST IN THE VICINITY, WITH A BLUFF ON THE LAKE SIDE,
 GR1866'LEADING DOWN TOWARD THE COLORADO RIVER (BOULDER LAKE) FROM THE
 GR1866'N END OF FORTIFICATION HILL AND BROKEN FROM THIS HILL.  IT IS
 GR1866'ON THE NORTHERN TWO ROUNDED KNOBS, BLOCKED BY A LIGHT-COLORED
 GR1866'SPOT NEAR ITS SUMMIT.  IT IS ABOUT 1-1/2 MILES (AIR LINE) E
 GR1866'OF THE COLORADO RIVER, ABOUT 5 MILES (AIR LINE) NE OF BOULDER
 GR1866'DAM, AND ABOUT 10 MILES E OF BOULDER CITY.*
 GR1866'
 GR1866'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GR1866'OUTCROPPING BEDROCK.
 GR1866'
 GR1866'REACHED FROM BOULDER CITY AS FOLLOWS--BY BOAT FROM THE MERLE
 GR1866'EMERY COMPANY, INC., WHO ARE IN BUSINESS ON BOULDER LAKE AND
 GR1866'KNOW THE GENERAL LOCATION OF THE STATION.  AT PRESENT, IT IS
 GR1866'ABOUT 4 MILES UP THE RIVER TO THE WASH LEADING TO THE RIDGE.
 GR1866'
 GR1866'*AT HIGH WATER, THE STATION WILL NOT BE OVER 200 FEET ABOVE THE
 GR1866'LAKE.
 GR1866'
 GR1866'NOTE--THERE IS NO MORE DEFINITE WAY OF DESCRIBING THE STATION--IN
 GR1866'CASE OF DOUBT, A VISIT TO ANY OTHER STATION (PROM IS BEST
 GR1866'SUITED) FOR BEARING IS SUGGESTED.
 GR1866
 GR1866                          STATION RECOVERY (1947)
 GR1866
 GR1866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2120 ***********************************************************************
 DV2120  DESIGNATION -  CASHION
 DV2120  PID         -  DV2120
 DV2120  STATE/COUNTY-  AZ/MARICOPA
 DV2120  USGS QUAD   -  TOLLESON (1982)
 DV2120
 DV2120                         *CURRENT SURVEY CONTROL
 DV2120  ___________________________________________________________________
 DV2120* NAD 83(1992)-  33 26 08.01876(N)    112 17 28.93568(W)     ADJUSTED  
 DV2120* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 DV2120  ___________________________________________________________________
 DV2120  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DV2120  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV2120
 DV2120  HORZ ORDER  -  SECOND
 DV2120
 DV2120.The horizontal coordinates were established by classical geodetic methods
 DV2120.and adjusted by the National Geodetic Survey in August 1993..
 DV2120
 DV2120.The orthometric height was scaled from a topographic map.
 DV2120
 DV2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2120
 DV2120.The geoid height was determined by GEOID03.
 DV2120
 DV2120;                    North         East     Units Scale Factor Converg.
 DV2120;SPC AZ C     -   270,116.807   178,519.128   MT  0.99991496   -0 12 23.3
 DV2120;SPC AZ C     -   886,210.00    585,692.68   iFT  0.99991496   -0 12 23.3
 DV2120;UTM  12      - 3,700,320.409   379,957.695   MT  0.99977766   -0 42 41.9
 DV2120
 DV2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2120!SPC AZ C     -   0.99995709  x   0.99991496  =   0.99987206
 DV2120!UTM  12      -   0.99995709  x   0.99977766  =   0.99973476
 DV2120
 DV2120|---------------------------------------------------------------------|
 DV2120| PID    Reference Object                     Distance      Geod. Az  |
 DV2120|                                                           dddmmss.s |
 DV2120| CH4955 CASHION RM 2                         17.078 METERS 18648     |
 DV2120| CH4956 CASHION RM 3 AZIMUTH                               2681320.8 |
 DV2120| CH4954 CASHION RM 1                         18.780 METERS 27044     |
 DV2120|---------------------------------------------------------------------|
 DV2120
 DV2120                          SUPERSEDED SURVEY CONTROL
 DV2120
 DV2120  NAD 83(1986)-  33 26 08.01297(N)    112 17 28.94155(W) AD(       ) 2
 DV2120  NAD 27      -  33 26 07.85800(N)    112 17 26.38300(W) AD(       ) 2
 DV2120
 DV2120.Superseded values are not recommended for survey control.
 DV2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2120.See file dsdata.txt to determine how the superseded data were derived.
 DV2120
 DV2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7995800320(NAD 83)
 DV2120_MARKER: DS = TRIANGULATION STATION DISK
 DV2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2120
 DV2120  HISTORY     - Date     Condition        Report By
 DV2120  HISTORY     - 1935     MONUMENTED       CGS
 DV2120  HISTORY     - 1956     SEE DESCRIPTION  USGS
 DV2120
 DV2120                          STATION DESCRIPTION
 DV2120
 DV2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2120'ABOUT 13.0 MILES WEST OF PHOENIX AND 0.3 MILE EAST OF CASHION.
 DV2120'ABOUT 30 FEET NORTH OF U.S. HIGHWAY NO. 80, MIDWAY BETWEEN
 DV2120'IT AND TRACKS OF THE SOUTHERN PACIFIC RAILROAD AND ABOUT 150
 DV2120'PACES WEST OF RAILROAD SIGNALS 8933 AND 8934.  MARKED BY
 DV2120'STANDARD BRONZE DISKS.  REFERENCE
 DV2120'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DV2120'18.780 METERS (61.61 FEET) FROM STATION N 89 DEG 16 MIN W.
 DV2120'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2120'DISK, IS 17.078 METERS (56.03 FEET) FROM STATION
 DV2120'S 06 DEG 48 MIN W.  AZIMUTH MARK (REFERENCE MARK NO.
 DV2120'3), A STANDARD BRONZE DISK, IS LOCATED AT CASHION,
 DV2120'ABOUT 0.28 MILE WEST FROM THE STATION, ON THE SOUTH SIDE
 DV2120'OF U.S. HIGHWAY NO. 80 AND IN THE FENCE LINE ABOUT 10 FEET
 DV2120'FROM THE EDGE OF THE PAVEMENT S 88 DEG 13 MIN W.
 DV2120
 DV2120                          STATION RECOVERY (1956)
 DV2120
 DV2120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2120'STATION HAS PROBABLY BEEN DESTROYED BY ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1017 ***********************************************************************
 ES1017  DESIGNATION -  CASNER
 ES1017  PID         -  ES1017
 ES1017  STATE/COUNTY-  AZ/YAVAPAI
 ES1017  USGS QUAD   -  CASNER BUTTE (1965)
 ES1017
 ES1017                         *CURRENT SURVEY CONTROL
 ES1017  ___________________________________________________________________
 ES1017* NAD 83(1992)-  34 41 05.48328(N)    111 40 33.26668(W)     ADJUSTED  
 ES1017* NAVD 88     -      1565.     (meters)    5135.     (feet)  SCALED    
 ES1017  ___________________________________________________________________
 ES1017  LAPLACE CORR-           9.94  (seconds)                    DEFLEC99
 ES1017  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ES1017
 ES1017  HORZ ORDER  -  SECOND
 ES1017
 ES1017.The horizontal coordinates were established by classical geodetic methods
 ES1017.and adjusted by the National Geodetic Survey in August 1993..
 ES1017
 ES1017.The orthometric height was scaled from a topographic map.
 ES1017
 ES1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1017
 ES1017.The geoid height was determined by GEOID03.
 ES1017
 ES1017;                    North         East     Units Scale Factor Converg.
 ES1017;SPC AZ C     -   408,642.791   235,420.221   MT  0.99990600   +0 08 13.2
 ES1017;SPC AZ C     - 1,340,691.57    772,376.05   iFT  0.99990600   +0 08 13.2
 ES1017;UTM  12      - 3,838,303.575   438,086.284   MT  0.99964725   -0 23 04.7
 ES1017
 ES1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1017!SPC AZ C     -   0.99975831  x   0.99990600  =   0.99966433
 ES1017!UTM  12      -   0.99975831  x   0.99964725  =   0.99940564
 ES1017
 ES1017|---------------------------------------------------------------------|
 ES1017| PID    Reference Object                     Distance      Geod. Az  |
 ES1017|                                                           dddmmss.s |
 ES1017| CH2875 CASNER RM 1                           5.130 METERS 04936     |
 ES1017| CH2876 CASNER RM 2                           4.938 METERS 16550     |
 ES1017| ES1016 DRY                                 APPROX. 6.9 KM 2632255.7 |
 ES1017|---------------------------------------------------------------------|
 ES1017
 ES1017                          SUPERSEDED SURVEY CONTROL
 ES1017
 ES1017  NAD 83(1986)-  34 41 05.47802(N)    111 40 33.26338(W) AD(       ) 2
 ES1017  NAD 27      -  34 41 05.39580(N)    111 40 30.72080(W) AD(       ) 2
 ES1017
 ES1017.Superseded values are not recommended for survey control.
 ES1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1017.See file dsdata.txt to determine how the superseded data were derived.
 ES1017
 ES1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3808638304(NAD 83)
 ES1017_MARKER: DS = TRIANGULATION STATION DISK
 ES1017_SETTING: 80 = SET IN A BOULDER
 ES1017_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1017
 ES1017  HISTORY     - Date     Condition        Report By
 ES1017  HISTORY     - 1959     MONUMENTED       CGS
 ES1017  HISTORY     - 1979     GOOD             AZDT
 ES1017
 ES1017                          STATION DESCRIPTION
 ES1017
 ES1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1017'THE STATION IS LOCATED ON THE HIGHEST POINT AND AT THE NORTHWEST
 ES1017'EDGE OF CASNER BUTTE.  IT IS ABOUT 5 MILES NORTHEAST OF
 ES1017'MONTEZUMA CASTLE NATIONAL MONUMENT, 2 MILES NORTHEAST OF
 ES1017'BEAVER CREEK RANGER STATION AND 1/2 MILE NORTH OF BEAVER CREEK.
 ES1017'
 ES1017'TO REACH THE STATION FROM THE POST OFFICE AT RIMROCK KEEP LEFT
 ES1017'ON THE MAIN ROAD AND GO 0.8 MILE TO A FORK, TAKE THE RIGHT FORK
 ES1017'AS PER SIGN BEAVER CR RANGER STATION, AND GO 1.9 MILES TO A
 ES1017'FORK, TAKE THE RIGHT FORK AND GO 0.3 MILE TO A FORK AND SIGN
 ES1017'RANGER STATION, TURN LEFT AS PER SIGN AND GO ABOUT 100 YARDS
 ES1017'TO ANOTHER FORK AND SIGN APACHE MAID TRAIL-BELL TRAIL, TURN
 ES1017'LEFT AS PER SIGN AND FOLLOW THE VERY ROUGH TRACK ROAD EAST
 ES1017'FOR 1.5 MILES TO THE END OF THE ROAD AT A SMALL CAMP GROUND
 ES1017'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST ON THE
 ES1017'TRAIL ALONG THE NORTH SIDE OF BEAVER CREEK FOR ABOUT 1.5
 ES1017'MILES TO A FORK AND SIGN APACHE MAID TRAIL-APACHE MAID
 ES1017'RANGER STA, TAKE THE LEFT FORK AS PER SIGN AND FOLLOW THE
 ES1017'TRACK UPHILL TO A SADDLE BETWEEN TWO MOUNTAINS.  HERE LEAVE
 ES1017'THE TRAIL AND GO LEFT, WEST, TO THE HIGHEST POINT OF THE
 ES1017'HILL AND THE STATION.  THIS IS ABOUT A 2 HOUR PACK.
 ES1017'
 ES1017'THE STATION MARK, STAMPED CASNER NO 1 1959, IS A STANDARD
 ES1017'DISK CEMENTED TO A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ES1017'INCH.
 ES1017'
 ES1017'REFERENCE MARK NO 1 STAMPED CASNER NO 1 1959, IS A STANDARD
 ES1017'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 ES1017'5 INCHES AND IS 2 FEET LOWER THAN THE STATION.
 ES1017'
 ES1017'REFERENCE MARK NO. 2, STAMPED CASNER NO 2 1959, IS A
 ES1017'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1017'PROJECTS ABOUT 6 INCHES.
 ES1017'
 ES1017'TRIANGULATION STATION DRY CAN BE USED FOR AN AZIMUTH MARK.
 ES1017'(SEE DESCRIPTION THEREOF).
 ES1017
 ES1017                          STATION RECOVERY (1979)
 ES1017
 ES1017'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1017'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTIONC
 ES1017'NO DISTANCES OR ANGLES WERE MEASURED AT THIS TIME.  A NEW ROUTE TO THE
 ES1017'STATION FOLLOWS.
 ES1017'
 ES1017'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, TRAVEL WEST
 ES1017'AND NORTHWEST TOWARD COTTONWOOD FOR 2.3 MILES TO THE I-17 TRAFFIC
 ES1017'INTERCHANGE.  TURN RIGHT AND TRAVEL NORTH ALONG I-17 FOR 11.9 MILES TO
 ES1017'S.R. 179 AND INTERCHANGE.  EXIT RIGHT AND TRAVEL 2.1 MILES TO THE
 ES1017'BEAVER CREEK RANGER STATION.  OBTAIN A KEY FOR TO GATE ON APACHE MAID
 ES1017'TRAIL, FOLLOW TRAIL ALONG BEAVER CREEK FOR 2.0 MILES TO SIGN APACHE
 ES1017'MAID TRAIL AND END OF TRUCK TRAVEL.  PACK UP THE APACHE MAID TRAIL TO
 ES1017'A SADDLE AT POINT WHERE TRAIL TURNS TO RIGHT ACROSS CANYON.  TURN LEFT
 ES1017'AT THIS POINT AND CLIMB STEEP SLOPE WESTERLY TO TOP AND CONTINUE TO
 ES1017'THE WEST EDGE OF CASNER BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1136 ***********************************************************************
 ES1136  DESIGNATION -  CASNER
 ES1136  PID         -  ES1136
 ES1136  STATE/COUNTY-  AZ/COCONINO
 ES1136  USGS QUAD   -  LOY BUTTE (1970)
 ES1136
 ES1136                         *CURRENT SURVEY CONTROL
 ES1136  ___________________________________________________________________
 ES1136* NAD 83(1992)-  34 56 55.53268(N)    111 59 11.95499(W)     ADJUSTED  
 ES1136* NAVD 88     -      2084.5    (meters)    6839.     (feet)  VERTCON   
 ES1136  ___________________________________________________________________
 ES1136  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 ES1136  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ES1136
 ES1136  HORZ ORDER  -  THIRD
 ES1136
 ES1136.The horizontal coordinates were established by classical geodetic methods
 ES1136.and adjusted by the National Geodetic Survey in August 1993..
 ES1136
 ES1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1136
 ES1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1136
 ES1136.The geoid height was determined by GEOID03.
 ES1136
 ES1136;                    North         East     Units Scale Factor Converg.
 ES1136;SPC AZ C     -   437,892.348   206,967.628   MT  0.99990050   -0 02 24.3
 ES1136;SPC AZ C     - 1,436,654.69    679,027.65   iFT  0.99990050   -0 02 24.3
 ES1136;UTM  12      - 3,867,805.048   409,908.541   MT  0.99970003   -0 33 54.9
 ES1136
 ES1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1136!SPC AZ C     -   0.99967676  x   0.99990050  =   0.99957729
 ES1136!UTM  12      -   0.99967676  x   0.99970003  =   0.99937688
 ES1136
 ES1136:                Primary Azimuth Mark                     Grid Az
 ES1136:SPC AZ C     -  MAT                                      230 40 52.4
 ES1136:UTM  12      -  MAT                                      231 12 23.0
 ES1136
 ES1136|---------------------------------------------------------------------|
 ES1136| PID    Reference Object                     Distance      Geod. Az  |
 ES1136|                                                           dddmmss.s |
 ES1136| ET1122 MAT                                 APPROX.31.7 KM 2303828.1 |
 ES1136| CS3969 CASNER RM 1                           2.697 METERS 33324     |
 ES1136|---------------------------------------------------------------------|
 ES1136
 ES1136                          SUPERSEDED SURVEY CONTROL
 ES1136
 ES1136  NAD 83(1986)-  34 56 55.52916(N)    111 59 11.95275(W) AD(       ) 3
 ES1136  NGVD 29 (04/23/90) 2083.6    (m)         6836.     (f) VERT ANG       
 ES1136
 ES1136.Superseded values are not recommended for survey control.
 ES1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1136.See file dsdata.txt to determine how the superseded data were derived.
 ES1136
 ES1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0990967805(NAD 83)
 ES1136_MARKER: DS = TRIANGULATION STATION DISK
 ES1136_SETTING: 80 = SET IN A BOULDER
 ES1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1136+STABILITY: SURFACE MOTION
 ES1136
 ES1136  HISTORY     - Date     Condition        Report By
 ES1136  HISTORY     - 1930     MONUMENTED       USGS
 ES1136  HISTORY     - 1959     GOOD             USGS
 ES1136  HISTORY     - 1962     GOOD             USGS
 ES1136
 ES1136                          STATION DESCRIPTION
 ES1136
 ES1136'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1136'LOCATED ABOUT 24 MI BY RD. AND TRAIL N. OF COTTONWOOD, 13 MI BY
 ES1136'RD. AND TRAIL N. OF USFS COFFEE CREEK RANGER STATION, 3 MI NW. OF
 ES1136'BLACK TANK AND WINDMILL.  ON MESA-LIKE FARTHEST W. AND HIGHER OF
 ES1136'TWO CRAGGY PEAKS ON WHAT IS KNOWN LOCALLY AS CASNER MTN. OR ROUND
 ES1136'
 ES1136'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1136'MALPAIS ROCK ABOUT 3 FT LOWER THAN HIGHEST POINT.
 ES1136'
 ES1136'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN HIGHEST
 ES1136'ROCK.
 ES1136
 ES1136                          STATION RECOVERY (1959)
 ES1136
 ES1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ES1136'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ES1136'
 ES1136'TO REACH FROM INTERSECTION OF U.S. HWY. 66 AND N. BEAVER STREET
 ES1136'IN FLAGSTAFF, DRIVE 2.6 MI W. ON U.S. HWY. 66 TO RD. S. AT SIGN
 ES1136'TURKEY BUTTE LOOKOUT 24.  TURN LEFT OFF HWY. SW. ON RD. TO
 ES1136'TURKEY BUTTE (FS RD. 231) 22.7 MI TO SIGN
 ES1136'TURKEY BUTTE LOOKOUT 1/2, CONTINUE ON MAIN RD. 0.5 MI TO
 ES1136'REVERSE-Y, CONTINUE STRAIGHT AHEAD 1.6 MI TO RD. FORK.  TURN RIGHT
 ES1136'AS PER SIGN 1-1/2 BUCK RIDGE CABIN, 2-1/2 MOONEY TRAIL
 ES1136'FOLLOWING POWER LINE RD. 7.4 MI TO SADDLE AND END OF TRUCK
 ES1136'TRAVEL.  PACK UP NORTH TOP 2 MINUTES TO TOP AND STATION.
 ES1136
 ES1136                          STATION RECOVERY (1962)
 ES1136
 ES1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ES1136'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0918 ***********************************************************************
 EU0918  DESIGNATION -  CAST
 EU0918  PID         -  EU0918
 EU0918  STATE/COUNTY-  AZ/MOHAVE
 EU0918  USGS QUAD   -  BUCK MOUNTAINS SE (1970)
 EU0918
 EU0918                         *CURRENT SURVEY CONTROL
 EU0918  ___________________________________________________________________
 EU0918* NAD 83(1992)-  34 30 34.94253(N)    114 04 13.92584(W)     ADJUSTED  
 EU0918* NAVD 88     -       874.7    (meters)    2870.     (feet)  VERTCON   
 EU0918  ___________________________________________________________________
 EU0918  EPOCH DATE  -        1991.35
 EU0918  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EU0918  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EU0918
 EU0918  HORZ ORDER  -  SECOND
 EU0918
 EU0918.The horizontal coordinates were established by classical geodetic methods
 EU0918.and adjusted by the National Geodetic Survey in June 1996..
 EU0918.The horizontal coordinates are valid at the epoch date displayed above.
 EU0918.The epoch date for horizontal control is a decimal equivalence
 EU0918.of Year/Month/Day.
 EU0918
 EU0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0918
 EU0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0918
 EU0918.The geoid height was determined by GEOID03.
 EU0918
 EU0918;                    North         East     Units Scale Factor Converg.
 EU0918;SPC AZ W     -   389,248.000   183,927.395   MT  0.99994401   -0 10 53.8
 EU0918;SPC AZ W     - 1,277,060.37    603,436.34   iFT  0.99994401   -0 10 53.8
 EU0918;UTM  11      - 3,822,570.816   768,945.515   MT  1.00049165   +1 39 38.4
 EU0918;UTM  12      - 3,822,955.489   218,098.905   MT  1.00057964   -1 44 26.7
 EU0918
 EU0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0918!SPC AZ W     -   0.99986745  x   0.99994401  =   0.99981147
 EU0918!UTM  11      -   0.99986745  x   1.00049165  =   1.00035904
 EU0918!UTM  12      -   0.99986745  x   1.00057964  =   1.00044702
 EU0918
 EU0918|---------------------------------------------------------------------|
 EU0918| PID    Reference Object                     Distance      Geod. Az  |
 EU0918|                                                           dddmmss.s |
 EU0918| CC4462 CAST RM 2                             5.012 METERS 08438     |
 EU0918| CC4461 CAST RM 1                             6.438 METERS 17008     |
 EU0918| CC4460 CAST AZ MK                                         1814444.0 |
 EU0918|---------------------------------------------------------------------|
 EU0918
 EU0918                          SUPERSEDED SURVEY CONTROL
 EU0918
 EU0918  NAD 83(1992)-  34 30 34.93712(N)    114 04 13.93145(W) AD(       ) 2
 EU0918  NAD 83(1986)-  34 30 34.93916(N)    114 04 13.94058(W) AD(       ) 2
 EU0918  NAD 27      -  34 30 34.88900(N)    114 04 11.13100(W) AD(       ) 2
 EU0918  NGVD 29 (07/19/86)  874.0    (m)         2867.     (f) VERT ANG       
 EU0918
 EU0918.Superseded values are not recommended for survey control.
 EU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0918.See file dsdata.txt to determine how the superseded data were derived.
 EU0918
 EU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6894622571(NAD 83)
 EU0918_MARKER: DS = TRIANGULATION STATION DISK
 EU0918_SETTING: 80 = SET IN A BOULDER
 EU0918_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0918
 EU0918  HISTORY     - Date     Condition        Report By
 EU0918  HISTORY     - 1948     MONUMENTED       CGS
 EU0918
 EU0918                          STATION DESCRIPTION
 EU0918
 EU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0918'THE STATION IS ABOUT 27 MILES SOUTH OF YUCCA, 9 MILES WEST OF
 EU0918'CASTANEDA WELL, ON THE HIGHEST MOST WESTERLY POINT OF A LONG
 EU0918'ROCK RIDGE.
 EU0918'
 EU0918'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY FOR 0.2 MILE
 EU0918'TO A FORK.  KEEP RIGHT FORK TOWARDS NEEDLES FOR 5.8 MILES TO A
 EU0918'FORK AND SIGN ON THE LEFT (DUTCH FLAT).  TAKE LEFT FORK AND
 EU0918'CONTINUE ON THE DUTCH FLAT ROAD FOR 2.6 MILES TO A CATTLE
 EU0918'GUARD--CONTINUE ON THE MAIN BLADED ROAD FOR 7.1 MILES TO ANOTHER
 EU0918'CATTLE GUARD--CONTINUE ON MAIN ROAD FOR 1.9 MILES TO OLD
 EU0918'BUILDINGS AND TANK--KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR 4.7
 EU0918'MILES TO A CATTLE GUARD--CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO
 EU0918'A FORK--KEEP RIGHT FORK AND CONTINUE FOR 4.8 MILES TO A CATTLE
 EU0918'GUARD--CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A SMALL
 EU0918'WASH--TURN LEFT OFF ROAD AND DOWN WASH FOR 0.3 MILE TO THE BASE
 EU0918'OF MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM THE BASE OF
 EU0918'THE HILL PACK EASTERLY UP STEEP MOUNTAIN TO THE HIGHEST
 EU0918'POINT AND STATION.
 EU0918'
 EU0918'THE STATION IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0918'PROJECTING ABOUT 6 INCHES ON THE HIGHEST POINT OF THE HILL.  IT IS
 EU0918'STAMPED CAST 1948.
 EU0918'
 EU0918'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0918'4 X 4 FOOT BOULDER PROJECTING ABOUT 2 FEET, AND IS ABOUT 2 FEET
 EU0918'LOWER THAN THE STATION.  IT IS STAMPED CAST NO 1 1948.
 EU0918'
 EU0918'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 EU0918'A 3 X 3 FOOT BOULDER PROJECTING ABOUT 1 FOOT, AND IS ABOUT 1
 EU0918'FOOT LOWER THAN THE STATION.  IT IS STAMPED CAST NO 2 1948.
 EU0918'
 EU0918'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 6 X 6 FOOT
 EU0918'BOULDER PROJECTING ABOUT 2-1/2 FEET, ON THE EASTERN EDGE OF A
 EU0918'ROCKY KNOLL ON THE SOUTHERN END OF THE STATION RIDGE, ABOUT 30
 EU0918'FEET WEST OF THE EAST RIM, AND IS ABOUT 3/4 MILE SOUTH OF THE
 EU0918'STATION.  IT IS STAMPED CAST 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1111 ***********************************************************************
 ET1111  DESIGNATION -  CASTANEDA
 ET1111  PID         -  ET1111
 ET1111  STATE/COUNTY-  AZ/MOHAVE
 ET1111  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1111
 ET1111                         *CURRENT SURVEY CONTROL
 ET1111  ___________________________________________________________________
 ET1111* NAD 83(1992)-  34 30 04.49749(N)    113 56 31.73985(W)     ADJUSTED  
 ET1111* NAVD 88     -       732.8    (meters)    2404.     (feet)  VERTCON   
 ET1111  ___________________________________________________________________
 ET1111  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 ET1111  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET1111
 ET1111  HORZ ORDER  -  SECOND
 ET1111
 ET1111.The horizontal coordinates were established by classical geodetic methods
 ET1111.and adjusted by the National Geodetic Survey in August 1993..
 ET1111
 ET1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1111
 ET1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1111
 ET1111.The geoid height was determined by GEOID03.
 ET1111
 ET1111;                    North         East     Units Scale Factor Converg.
 ET1111;SPC AZ W     -   388,280.036   195,714.379   MT  0.99993717   -0 06 31.8
 ET1111;SPC AZ W     - 1,273,884.63    642,107.54   iFT  0.99993717   -0 06 31.8
 ET1111;UTM  12      - 3,821,666.449   229,862.236   MT  1.00049958   -1 40 03.1
 ET1111;UTM  11      - 3,821,981.907   780,764.506   MT  1.00057176   +1 43 59.4
 ET1111
 ET1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1111!SPC AZ W     -   0.99988971  x   0.99993717  =   0.99982688
 ET1111!UTM  12      -   0.99988971  x   1.00049958  =   1.00038923
 ET1111!UTM  11      -   0.99988971  x   1.00057176  =   1.00046140
 ET1111
 ET1111|---------------------------------------------------------------------|
 ET1111| PID    Reference Object                     Distance      Geod. Az  |
 ET1111|                                                           dddmmss.s |
 ET1111| ET1110 CASTANEDA CAIRN                       3.353 METERS 00056     |
 ET1111| ET1082 PEAK SURROUNDED BY PINNACLES        APPROX.15.1 KM 1395154.5 |
 ET1111| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX. 7.9 KM 1925850.7 |
 ET1111| ET1088 NORTHERN ONE OF TWO DOME PEAKS      APPROX. 7.2 KM 1950643.9 |
 ET1111| CH2877 CASTANEDA AZ MK                                    2045246.9 |
 ET1111| CH2879 CASTANEDA RM 2                        3.541 METERS 23447     |
 ET1111| CH2878 CASTANEDA RM 1                        4.955 METERS 32736     |
 ET1111|---------------------------------------------------------------------|
 ET1111
 ET1111                          SUPERSEDED SURVEY CONTROL
 ET1111
 ET1111  NAD 83(1986)-  34 30 04.49930(N)    113 56 31.74961(W) AD(       ) 2
 ET1111  NAD 27      -  34 30 04.44700(N)    113 56 28.95500(W) AD(       ) 2
 ET1111  NGVD 29 (07/19/86)  732.1    (m)         2402.     (f) VERT ANG       
 ET1111
 ET1111.Superseded values are not recommended for survey control.
 ET1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1111.See file dsdata.txt to determine how the superseded data were derived.
 ET1111
 ET1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2986221666(NAD 83)
 ET1111_MARKER: DS = TRIANGULATION STATION DISK
 ET1111_SETTING: 66 = SET IN ROCK OUTCROP
 ET1111_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ET1111
 ET1111  HISTORY     - Date     Condition        Report By
 ET1111  HISTORY     - 1948     MONUMENTED       CGS
 ET1111  HISTORY     - 1955     GOOD             CGS
 ET1111  HISTORY     - 1961     GOOD             AMS
 ET1111
 ET1111                          STATION DESCRIPTION
 ET1111
 ET1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1111'THE STATION IS ON THE SOUTHERN END AND HIGHEST POINT OF A
 ET1111'LONG LOW ROCKY HILL, IN A LARGE VALLEY.  IT IS 6 MILES NW
 ET1111'OF CASTANEDA SPRING, 28 MILES NW OF ALAMO CROSSING, AND 25
 ET1111'MILES SSE OF YUCCA.  THIS IS THE HIGHEST POINT IN THE VICINITY.
 ET1111'
 ET1111'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1111'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, IS
 ET1111'11.0 FEET S. OF A LARGE ROCK CAIRN, APPROXIMATELY 20 FEET SE
 ET1111'OF THE HIGHEST POINT OF THE HILL, AND IS STAMPED CASTANEDA
 ET1111'1948.
 ET1111'
 ET1111'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 ET1111'HOLE IN THE TOP OF A MASS OF OUTCROPPING BEDROCK WHICH IS
 ET1111'18 IN LONG, 10 IN WIDE, PROJECTING 10 IN ABOVE THE
 ET1111'SURROUNDING SURFACE AND APPROXIMATELY THE SAME ELEVATION AS
 ET1111'THE STATION MARK, IS STAMPED CASTANEDA NO 1 1948.
 ET1111'
 ET1111'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 ET1111'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 ET1111'AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION
 ET1111'MARK, IS STAMPED CASTANEDA NO 2 1948.
 ET1111'
 ET1111'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1111'IN A HUGE MASS OF VOLCANIC BEDROCK ON A SMALL RIDGE AT THE
 ET1111'EXTREME SOUTHERN END OF THE STATION HILL AND ABOUT 200 FEET
 ET1111'LOWER THAN THE STATION, IS STAMPED CASTANEDA 1948.
 ET1111'
 ET1111'TO REACH THE STATION FROM YUCCA GO S.E. ON A GRADED ROAD
 ET1111'2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 9.6 MILES TO
 ET1111'A FORK.  TAKE THE RIGHT FORK AND GO 9.7 MILES TO A FORK AND SIGN
 ET1111'PLANET, 31 MILES TO CROSSING AND WATER.  HERE TAKE THE RIGHT
 ET1111'FORK (PLANET RANCH ROAD) AND GO 2.0 MILES TO A GATE.  PASS
 ET1111'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1111'3.5 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1111'1.0 MILE TO CROSSROADS AND SIGN STRANGER DO NOT TRAVEL.  TURN
 ET1111'RIGHT AND GO S.W. 7.4 MILES TO A TRACK ROAD RIGHT.  TURN BACK
 ET1111'SHARP RIGHT ONTO THE TRACK ROAD AND GO WNW 1.8 MILES.  TURN
 ET1111'RIGHT OFF THE TRACK ROAD AND GO NORTHERLY 0.6 MILE TO THE
 ET1111'SOUTHERN BASE OF A PROMINENT HILL.  FROM HERE PACK
 ET1111'NORTHERLY UP SLOPE TO THE HIGHEST POINT AND STATION.  A 15
 ET1111'MINUTE PACK.
 ET1111
 ET1111                          STATION RECOVERY (1955)
 ET1111
 ET1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1111'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1111'STATION FOUND IN THE DESCRIPTION WERE FOLLOWED AND A STAND
 ET1111'WAS SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
 ET1111
 ET1111                          STATION RECOVERY (1961)
 ET1111
 ET1111'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 ET1111'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1110 ***********************************************************************
 ET1110  DESIGNATION -  CASTANEDA CAIRN
 ET1110  PID         -  ET1110
 ET1110  STATE/COUNTY-  AZ/MOHAVE
 ET1110  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1110
 ET1110                         *CURRENT SURVEY CONTROL
 ET1110  ___________________________________________________________________
 ET1110* NAD 83(1992)-  34 30 04.60629(N)    113 56 31.73772(W)     ADJUSTED  
 ET1110* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 ET1110  ___________________________________________________________________
 ET1110  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 ET1110  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET1110
 ET1110  HORZ ORDER  -  SECOND
 ET1110
 ET1110.The horizontal coordinates were established by classical geodetic methods
 ET1110.and adjusted by the National Geodetic Survey in August 1993..
 ET1110
 ET1110.The orthometric height was scaled from a topographic map.
 ET1110
 ET1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1110
 ET1110.The geoid height was determined by GEOID03.
 ET1110
 ET1110;                    North         East     Units Scale Factor Converg.
 ET1110;SPC AZ W     -   388,283.388   195,714.440   MT  0.99993717   -0 06 31.8
 ET1110;SPC AZ W     - 1,273,895.63    642,107.74   iFT  0.99993717   -0 06 31.8
 ET1110;UTM  12      - 3,821,669.800   229,862.388   MT  1.00049958   -1 40 03.1
 ET1110;UTM  11      - 3,821,985.262   780,764.459   MT  1.00057176   +1 43 59.4
 ET1110
 ET1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1110!SPC AZ W     -   0.99988972  x   0.99993717  =   0.99982690
 ET1110!UTM  12      -   0.99988972  x   1.00049958  =   1.00038925
 ET1110!UTM  11      -   0.99988972  x   1.00057176  =   1.00046142
 ET1110
 ET1110                          SUPERSEDED SURVEY CONTROL
 ET1110
 ET1110  NAD 83(1986)-  34 30 04.60810(N)    113 56 31.74747(W) AD(       ) 2
 ET1110  NAD 27      -  34 30 04.55600(N)    113 56 28.95300(W) AD(       ) 2
 ET1110
 ET1110.Superseded values are not recommended for survey control.
 ET1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1110.See file dsdata.txt to determine how the superseded data were derived.
 ET1110
 ET1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2986221670(NAD 83)
 ET1110_MARKER: 72 = CAIRN
 ET1110
 ET1110  HISTORY     - Date     Condition        Report By
 ET1110  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1110
 ET1110                          STATION DESCRIPTION
 ET1110
 ET1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET1110'THE STATION MARK CASTANEDA, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1110'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, IS
 ET1110'11.0 FEET S. OF A LARGE ROCK CAIRN, APPROXIMATELY 20 FEET SE
 ET1110'OF THE HIGHEST POINT OF THE HILL, AND IS STAMPED CASTANEDA
 ET1110'
 ET1110'TO REACH STATION CASTANEDA FROM YUCCA GO S.E. ON A GRADED ROAD
 ET1110'2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 9.6 MILES TO
 ET1110'A FORK.  TAKE THE RIGHT FORK AND GO 9.7 MILES TO A FORK AND SIGN
 ET1110'PLANET, 31 MILES TO CROSSING AND WATER.  HERE TAKE THE RIGHT
 ET1110'FORK (PLANET RANCH ROAD) AND GO 2.0 MILES TO A GATE.  PASS
 ET1110'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1110'3.5 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1110'1.0 MILE TO CROSSROADS AND SIGN STRANGER DO NOT TRAVEL.  TURN
 ET1110'RIGHT AND GO S.W. 7.4 MILES TO A TRACK ROAD RIGHT.  TURN BACK
 ET1110'SHARP RIGHT ONTO THE TRACK ROAD AND GO WNW 1.8 MILES.  TURN
 ET1110'RIGHT OFF THE TRACK ROAD AND GO NORTHERLY 0.6 MILE TO THE
 ET1110'SOUTHERN BASE OF A PROMINENT HILL.  FROM HERE PACK
 ET1110'NORTHERLY UP SLOPE TO THE HIGHEST POINT AND STATION CASTANEDA.  A 15
 ET1110'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0917 ***********************************************************************
 DW0917  DESIGNATION -  CASTLE
 DW0917  PID         -  DW0917
 DW0917  STATE/COUNTY-  AZ/YUMA
 DW0917  USGS QUAD   -  CASTLE DOME PEAK (1990)
 DW0917
 DW0917                         *CURRENT SURVEY CONTROL
 DW0917  ___________________________________________________________________
 DW0917* NAD 83(1992)-  33 05 27.02197(N)    114 11 09.08347(W)     ADJUSTED  
 DW0917* NAVD 88     -       494.5    (meters)    1622.     (feet)  VERTCON   
 DW0917  ___________________________________________________________________
 DW0917  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DW0917  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DW0917
 DW0917  HORZ ORDER  -  SECOND
 DW0917
 DW0917.The horizontal coordinates were established by classical geodetic methods
 DW0917.and adjusted by the National Geodetic Survey in August 1993..
 DW0917
 DW0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0917
 DW0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0917
 DW0917.The geoid height was determined by GEOID03.
 DW0917
 DW0917;                    North         East     Units Scale Factor Converg.
 DW0917;SPC AZ W     -   231,917.329   172,672.151   MT  0.99995374   -0 14 16.7
 DW0917;SPC AZ W     -   760,883.63    566,509.68   iFT  0.99995374   -0 14 16.7
 DW0917;UTM  11      - 3,664,880.909   762,658.813   MT  1.00045071   +1 32 14.3
 DW0917
 DW0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0917!SPC AZ W     -   0.99992751  x   0.99995374  =   0.99988125
 DW0917!UTM  11      -   0.99992751  x   1.00045071  =   1.00037819
 DW0917
 DW0917|---------------------------------------------------------------------|
 DW0917| PID    Reference Object                     Distance      Geod. Az  |
 DW0917|                                                           dddmmss.s |
 DW0917| CE9113 CASTLE RM 1                           9.775 METERS 02525     |
 DW0917| CE9112 CASTLE AZ MK                                       1375736.8 |
 DW0917| DB1272 ROUND TOP PEAK CAIRN                APPROX.18.3 KM 2285744.6 |
 DW0917| CE9114 CASTLE RM 2                           3.253 METERS 28536     |
 DW0917|---------------------------------------------------------------------|
 DW0917
 DW0917                          SUPERSEDED SURVEY CONTROL
 DW0917
 DW0917  NAD 83(1986)-  33 05 27.02054(N)    114 11 09.08768(W) AD(       ) 2
 DW0917  NAD 27      -  33 05 26.88100(N)    114 11 06.30700(W) AD(       ) 2
 DW0917  NGVD 29 (07/19/86)  493.7    (m)         1620.     (f) VERT ANG       
 DW0917
 DW0917.Superseded values are not recommended for survey control.
 DW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0917.See file dsdata.txt to determine how the superseded data were derived.
 DW0917
 DW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6265964881(NAD 83)
 DW0917_MARKER: DS = TRIANGULATION STATION DISK
 DW0917_SETTING: 66 = SET IN ROCK OUTCROP
 DW0917
 DW0917  HISTORY     - Date     Condition        Report By
 DW0917  HISTORY     - 1949     MONUMENTED       CGS
 DW0917
 DW0917                          STATION DESCRIPTION
 DW0917
 DW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0917'THE STATION IS LOCATED ABOUT 40 MILES AIR LINE SOUTH OF
 DW0917'QUARTZSITE.  ABOUT 3 MILES AIR LINE NORTH OF THE CASTLE DOME
 DW0917'MINES.  ABOUT 2.5 MILES AIR LINE WEST OF CASTLE DOME PEAK. ON
 DW0917'THE SOUTHERN END OF A LOW, LIGHT-COLORED RIDGE, WHICH RANGES IN
 DW0917'A NORTH-SOUTH DIRECTION.  THIS RIDGE IS LOCATED ABOUT 1/2 MILE
 DW0917'AIR LINE WEST OF THE MAIN BODY OF THE CASTLE DOME MOUNTAINS.
 DW0917'THE STATION MARK PROJECTS 8 INCHES AND IS STAMPED, CASTLE 1949.
 DW0917'
 DW0917'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 DW0917'STATION MARK, SET FLUSH AND STAMPED, CASTLE NO 1 1949.
 DW0917'
 DW0917'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DW0917'STATION MARK, SET FLUSH AND STAMPED, CASTLE NO 2 1949.
 DW0917'
 DW0917'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION, 11
 DW0917'PACES WEST-NORTHWEST OF THE ROAD, 10 FEET NORTHWEST OF A WHITE
 DW0917'WITNESS POST, PROJECTS 2 INCHES AND STAMPED, CASTLE 1949.
 DW0917'
 DW0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DW0917'STATE ROUTE 95 IN THE SOUTHERN EDGE OF YUMA, GO EAST AND NORTH
 DW0917'ON STATE ROUTE 95 FOR 36.8 MILES TO A GRADED ROAD RIGHT AND
 DW0917'A SMALL ROUND SIGN CASTLE DOME.  TURN RIGHT FOR 7.1 MILES TO
 DW0917'A GROUP OF TIN BUILDINGS AND A ROAD LEFT.  TURN LEFT FOR 0.2
 DW0917'MILE TO FORK AT MINE SHAFT AND BUILDING.  TAKE ROAD TO RIGHT
 DW0917'AROUND BUILDING FOR 0.15 MILE TO FORK.  TAKE RIGHT FORK
 DW0917'STRAIGHT AHEAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT,
 DW0917'WEST, AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD FOR ABOUT
 DW0917'0.8 MILE TO A POINT OPPOSITE THE STATION RIDGE.  TURN LEFT,
 DW0917'WEST, FOR ABOUT 0.3 MILE TO A WASH AND END OF TRUCK TRAVEL
 DW0917'FOR A TWO WHEEL DRIVE VEHICLE.  A FOUR WHEEL DRIVE
 DW0917'VEHICLE CAN BE DRIVEN ACROSS THE WASH AND UP THE SOUTHERN
 DW0917'SLOPE OF THE RIDGE TO THE STATION, OTHERWISE A 5 MINUTE
 DW0917'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2167 ***********************************************************************
 DV2167  DESIGNATION -  CASTLE
 DV2167  PID         -  DV2167
 DV2167  STATE/COUNTY-  AZ/YAVAPAI
 DV2167  USGS QUAD   -  RED PICACHO (1978)
 DV2167
 DV2167                         *CURRENT SURVEY CONTROL
 DV2167  ___________________________________________________________________
 DV2167* NAD 83(1992)-  33 56 55.98582(N)    112 31 15.28342(W)     ADJUSTED  
 DV2167* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 DV2167  ___________________________________________________________________
 DV2167  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DV2167  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DV2167
 DV2167  HORZ ORDER  -  FIRST
 DV2167
 DV2167.The horizontal coordinates were established by classical geodetic methods
 DV2167.and adjusted by the National Geodetic Survey in August 1993..
 DV2167
 DV2167.The orthometric height was scaled from a topographic map.
 DV2167
 DV2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2167
 DV2167.The geoid height was determined by GEOID03.
 DV2167
 DV2167;                    North         East     Units Scale Factor Converg.
 DV2167;SPC AZ C     -   327,149.109   157,508.697   MT  0.99993844   -0 20 14.8
 DV2167;SPC AZ C     - 1,073,323.85    516,760.82   iFT  0.99993844   -0 20 14.8
 DV2167;UTM  12      - 3,757,530.326   359,456.735   MT  0.99984350   -0 50 58.2
 DV2167
 DV2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2167!SPC AZ C     -   0.99983353  x   0.99993844  =   0.99977198
 DV2167!UTM  12      -   0.99983353  x   0.99984350  =   0.99967706
 DV2167
 DV2167:                Primary Azimuth Mark                     Grid Az
 DV2167:SPC AZ C     -  BILBY                                    080 21 42.6
 DV2167:UTM  12      -  BILBY                                    080 52 26.0
 DV2167
 DV2167|---------------------------------------------------------------------|
 DV2167| PID    Reference Object                     Distance      Geod. Az  |
 DV2167|                                                           dddmmss.s |
 DV2167| ET0924 BILBY                               APPROX.47.3 KM 0800127.8 |
 DV2167|---------------------------------------------------------------------|
 DV2167
 DV2167                          SUPERSEDED SURVEY CONTROL
 DV2167
 DV2167  NAD 83(1986)-  33 56 55.98248(N)    112 31 15.28672(W) AD(       ) 1
 DV2167  NAD 27      -  33 56 55.86100(N)    112 31 12.66600(W) AD(       ) 1
 DV2167
 DV2167.Superseded values are not recommended for survey control.
 DV2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2167.See file dsdata.txt to determine how the superseded data were derived.
 DV2167
 DV2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5945757530(NAD 83)
 DV2167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV2167_SETTING: 0 = UNSPECIFIED SETTING
 DV2167_STAMPING: CASTLE 1924
 DV2167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2167
 DV2167  HISTORY     - Date     Condition        Report By
 DV2167  HISTORY     - 1924     MONUMENTED       CGS
 DV2167  HISTORY     - 1935     GOOD             CGS
 DV2167  HISTORY     - 1972     GOOD             AZHD
 DV2167  HISTORY     - 19910816 GOOD             MCDOT
 DV2167
 DV2167                          STATION DESCRIPTION
 DV2167
 DV2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV2167'ON THE SOUTHERN AND HIGHEST END OF A LOW RIDGE JUST EAST OF
 DV2167'A NORTH AND SOUTH WASH WHICH CROSSES THE CASTLE-HOT SPRINGS
 DV2167'ROAD AT THE TIPTON COW RANCH, ABOUT 8.5 MILES EAST OF MORRISTOWN.
 DV2167'STATION IS ABOUT THREE-FOURTHS MILE NORTH OF THE CASTLE-HOT
 DV2167'SPRINGS ROAD AND ABOUT 1 MILE NORTH OF THE MARICOPA-YAVAPAI
 DV2167'COUNTY BOUNDARY MONUMENT NO. 16.  MARKS ARE STANDARD BRONZE
 DV2167'DISKS SET IN NATIVE ROCK.
 DV2167
 DV2167                          STATION RECOVERY (1972)
 DV2167
 DV2167'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2167'GENERAL LOCATION MARICOPA-YAVAPAI CO. BOUNDRY.
 DV2167'
 DV2167'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2167'
 DV2167'STATION MARK STD USC AND GS B.C.
 DV2167'
 DV2167'REFERENCE MARKS GOOD.
 DV2167
 DV2167                          STATION RECOVERY (1991)
 DV2167
 DV2167'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1346 ***********************************************************************
 FS1346  DESIGNATION -  CASTLE
 FS1346  PID         -  FS1346
 FS1346  STATE/COUNTY-  AZ/MOHAVE
 FS1346  USGS QUAD   -  KINGMAN NW (1983)
 FS1346
 FS1346                         *CURRENT SURVEY CONTROL
 FS1346  ___________________________________________________________________
 FS1346* NAD 83(1992)-  35 14 34.31581(N)    114 08 49.46429(W)     ADJUSTED  
 FS1346* NAVD 88     -      1014.3    (meters)    3328.     (feet)  VERTCON   
 FS1346  ___________________________________________________________________
 FS1346  LAPLACE CORR-           8.47  (seconds)                    DEFLEC99
 FS1346  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS1346
 FS1346  HORZ ORDER  -  SECOND
 FS1346
 FS1346.The horizontal coordinates were established by classical geodetic methods
 FS1346.and adjusted by the National Geodetic Survey in August 1993..
 FS1346
 FS1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1346
 FS1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1346
 FS1346.The geoid height was determined by GEOID03.
 FS1346
 FS1346;                    North         East     Units Scale Factor Converg.
 FS1346;SPC AZ W     -   470,603.647   177,221.634   MT  0.99994942   -0 13 44.9
 FS1346;SPC AZ W     - 1,543,975.22    581,435.81   iFT  0.99994942   -0 13 44.9
 FS1346;UTM  11      - 3,903,707.770   759,598.852   MT  1.00043061   +1 38 49.9
 FS1346
 FS1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1346!SPC AZ W     -   0.99984530  x   0.99994942  =   0.99979473
 FS1346!UTM  11      -   0.99984530  x   1.00043061  =   1.00027584
 FS1346
 FS1346|---------------------------------------------------------------------|
 FS1346| PID    Reference Object                     Distance      Geod. Az  |
 FS1346|                                                           dddmmss.s |
 FS1346| CS4788 CASTLE RM 1                          19.754 METERS 14101     |
 FS1346| FS0921 CHINO                               APPROX. 2.1 KM 1454318.7 |
 FS1346| CS4789 CASTLE RM 2                           7.564 METERS 26956     |
 FS1346|---------------------------------------------------------------------|
 FS1346
 FS1346                          SUPERSEDED SURVEY CONTROL
 FS1346
 FS1346  NAD 83(1986)-  35 14 34.31835(N)    114 08 49.46390(W) AD(       ) 2
 FS1346  NGVD 29 (11/23/90) 1013.5    (m)         3325.     (f) VERT ANG       
 FS1346
 FS1346.Superseded values are not recommended for survey control.
 FS1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1346.See file dsdata.txt to determine how the superseded data were derived.
 FS1346
 FS1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5959903708(NAD 83)
 FS1346_MARKER: DS = TRIANGULATION STATION DISK
 FS1346_SETTING: 66 = SET IN ROCK OUTCROP
 FS1346_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1346+STABILITY: POSITION/ELEVATION WELL
 FS1346
 FS1346  HISTORY     - Date     Condition        Report By
 FS1346  HISTORY     - 1981     MONUMENTED       AZDT
 FS1346
 FS1346                          STATION DESCRIPTION
 FS1346
 FS1346'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1346'THE STATION IS LOCATED 6 MILES NORTHWEST OF KINGMAN, 1.8 MILES
 FS1346'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 68.  IT
 FS1346'IS ON TOP OF A LOW ROCKY HILL ABOUT 225 FEET NORTHEAST OF US 93.
 FS1346'
 FS1346'THE STATION MARK IS AN ADOT DISK STAMPED---CASTLE 1981.  IT IS SET IN
 FS1346'TOP OF A LARGE BOULDER.  225 FEET EAST OF THE CENTER OF THE HIGHWAY
 FS1346'AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1346'
 FS1346'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CASTLE RM 1 1981.  IT IS
 FS1346'SET IN A DRILL HOLE IN ROCK.
 FS1346'
 FS1346'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CASTLE RM 2 1981.  IT IS
 FS1346'SET IN A DRILL HOLE IN ROCK.
 FS1346'
 FS1346'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1346'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 FS1346'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND I 40
 FS1346'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE
 FS1346'INSPECTION STATION, CONTINUE NORTH ALONG US 93 FOR 2.1 MILES TO A LOW
 FS1346'HILL ON THE RIGHT.  THE STATION IS ON THE WEST SIDE OF THE HILL.  225
 FS1346'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0916 ***********************************************************************
 DW0916  DESIGNATION -  CASTLE DOME PEAK
 DW0916  PID         -  DW0916
 DW0916  STATE/COUNTY-  AZ/YUMA
 DW0916  USGS QUAD   -  CASTLE DOME PEAK (1990)
 DW0916
 DW0916                         *CURRENT SURVEY CONTROL
 DW0916  ___________________________________________________________________
 DW0916* NAD 83(1992)-  33 05 04.89989(N)    114 08 36.37599(W)     ADJUSTED  
 DW0916* NAVD 88     -                                                        
 DW0916  ___________________________________________________________________
 DW0916  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 DW0916  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DW0916
 DW0916  HORZ ORDER  -  THIRD
 DW0916
 DW0916.The horizontal coordinates were established by classical geodetic methods
 DW0916.and adjusted by the National Geodetic Survey in August 1993..
 DW0916
 DW0916
 DW0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0916
 DW0916.The geoid height was determined by GEOID03.
 DW0916
 DW0916;                    North         East     Units Scale Factor Converg.
 DW0916;SPC AZ W     -   231,220.202   176,629.476   MT  0.99994996   -0 12 53.2
 DW0916;SPC AZ W     -   758,596.46    579,493.03   iFT  0.99994996   -0 12 53.2
 DW0916;UTM  11      - 3,664,306.409   766,637.869   MT  1.00047669   +1 33 36.9
 DW0916
 DW0916                          SUPERSEDED SURVEY CONTROL
 DW0916
 DW0916  NAD 83(1986)-  33 05 04.89559(N)    114 08 36.38038(W) AD(       ) 4
 DW0916  NAD 27      -  33 05 04.75800(N)    114 08 33.60100(W) AD(       ) 3
 DW0916
 DW0916.Superseded values are not recommended for survey control.
 DW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0916.See file dsdata.txt to determine how the superseded data were derived.
 DW0916
 DW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6663864306(NAD 83)
 DW0916_MARKER: 03 = MOUNTAIN PEAK
 DW0916
 DW0916  HISTORY     - Date     Condition        Report By
 DW0916  HISTORY     - 1910     FIRST OBSERVED   CGS
 DW0916  HISTORY     - 1949     GOOD             CGS
 DW0916
 DW0916                          STATION DESCRIPTION
 DW0916
 DW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0916'STATION NOT PREVIOUSLY DESCRIBED.  STATION IS THE TOP AND
 DW0916'CENTER OF THE LARGE, PROMINENT, DOME-SHAPED MOUNTAIN LOCATED
 DW0916'ABOUT 27 MILES NORTH-NORTHWEST OF ROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1896 ***********************************************************************
 CZ1896  DESIGNATION -  CAT
 CZ1896  PID         -  CZ1896
 CZ1896  STATE/COUNTY-  AZ/PINAL
 CZ1896  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1896
 CZ1896                         *CURRENT SURVEY CONTROL
 CZ1896  ___________________________________________________________________
 CZ1896* NAD 83(1992)-  32 35 24.41311(N)    110 53 44.69685(W)     ADJUSTED  
 CZ1896* NAVD 88     -      1111.52   (+/-2cm)    3646.7    (feet)  VERTCON   
 CZ1896  ___________________________________________________________________
 CZ1896  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CZ1896  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CZ1896
 CZ1896  HORZ ORDER  -  SECOND
 CZ1896  VERT ORDER  -  THIRD ? (See Below)
 CZ1896
 CZ1896.The horizontal coordinates were established by classical geodetic methods
 CZ1896.and adjusted by the National Geodetic Survey in August 1993..
 CZ1896
 CZ1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1896.The vertical order pertains to the NGVD 29 superseded value.
 CZ1896
 CZ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1896
 CZ1896.The geoid height was determined by GEOID03.
 CZ1896
 CZ1896;                    North         East     Units Scale Factor Converg.
 CZ1896;SPC AZ C     -   176,759.414   309,199.291   MT  1.00001323   +0 32 59.8
 CZ1896;SPC AZ C     -   579,919.34  1,014,433.37   iFT  1.00001323   +0 32 59.8
 CZ1896;UTM  12      - 3,605,853.311   509,783.465   MT  0.99960118   +0 03 22.1
 CZ1896
 CZ1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1896!SPC AZ C     -   0.99982997  x   1.00001323  =   0.99984320
 CZ1896!UTM  12      -   0.99982997  x   0.99960118  =   0.99943122
 CZ1896
 CZ1896|---------------------------------------------------------------------|
 CZ1896| PID    Reference Object                     Distance      Geod. Az  |
 CZ1896|                                                           dddmmss.s |
 CZ1896| CC7109 CAT RM 1                              9.976 METERS 05939     |
 CZ1896| CC7110 CAT RM 2                             10.133 METERS 23929     |
 CZ1896| CZ1897 BLACK                               APPROX. 5.1 KM 2393450.5 |
 CZ1896|---------------------------------------------------------------------|
 CZ1896
 CZ1896                          SUPERSEDED SURVEY CONTROL
 CZ1896
 CZ1896  NAD 83(1986)-  32 35 24.40997(N)    110 53 44.69207(W) AD(       ) 2
 CZ1896  NAD 27      -  32 35 24.14970(N)    110 53 42.32350(W) AD(       ) 2
 CZ1896  NGVD 29 (07/19/86) 1110.79   (m)         3644.3    (f) LEVELING    3  
 CZ1896
 CZ1896.Superseded values are not recommended for survey control.
 CZ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1896.See file dsdata.txt to determine how the superseded data were derived.
 CZ1896
 CZ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0978305853(NAD 83)
 CZ1896_MARKER: DS = TRIANGULATION STATION DISK
 CZ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1896+STABILITY: SURFACE MOTION
 CZ1896
 CZ1896  HISTORY     - Date     Condition        Report By
 CZ1896  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1896  HISTORY     - 1983     GOOD             AZDT
 CZ1896
 CZ1896                          STATION DESCRIPTION
 CZ1896
 CZ1896'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1896'THE STATION IS ABOUT 8 MILES WEST SOUTHWEST OF ORACLE, 3.25
 CZ1896'MILES EAST NORTHEAST OF ORACLE JUNCTION, IN THE NORTH R/W OF
 CZ1896'ARIZONA HWY. 77.
 CZ1896'
 CZ1896'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAT 1977
 CZ1896'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET
 CZ1896'NORTH OF HWY. CENTERLINE MARKED BY A WITNESS POST AND SIGN 3
 CZ1896'FEET TO NORTH.
 CZ1896'
 CZ1896'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAT RM
 CZ1896'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4
 CZ1896'FEET SOUTH OF R/W FENCELINE.
 CZ1896'
 CZ1896'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAT RM
 CZ1896'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 CZ1896'4 FEET SOUTH OF R/W FENCELINE.
 CZ1896'
 CZ1896'TO REACH THE STATION FROM ORACLE JUNCTION, U.S. HWY. 80-89 AND
 CZ1896'ARIZONA HWY. 77, GO NORTHEAST ON HWY. 77 TO MILE POST 94.37 AND
 CZ1896'THE STATION IN THE NORTH R/W.
 CZ1896'
 CZ1896'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1896
 CZ1896                          STATION RECOVERY (1983)
 CZ1896
 CZ1896'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1896'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 CZ1896'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0506 ***********************************************************************
 ER0506  DESIGNATION -  CAT
 ER0506  PID         -  ER0506
 ER0506  STATE/COUNTY-  AZ/APACHE
 ER0506  USGS QUAD   -  CERRO HUECO (1984)
 ER0506
 ER0506                         *CURRENT SURVEY CONTROL
 ER0506  ___________________________________________________________________
 ER0506* NAD 83(1992)-  34 16 07.01260(N)    109 34 47.42209(W)     ADJUSTED  
 ER0506* NAVD 88     -      2351.8    (meters)    7716.     (feet)  VERTCON   
 ER0506  ___________________________________________________________________
 ER0506  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 ER0506  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 ER0506
 ER0506  HORZ ORDER  -  SECOND
 ER0506
 ER0506.The horizontal coordinates were established by classical geodetic methods
 ER0506.and adjusted by the National Geodetic Survey in August 1993..
 ER0506
 ER0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0506
 ER0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0506
 ER0506.The geoid height was determined by GEOID03.
 ER0506
 ER0506;                    North         East     Units Scale Factor Converg.
 ER0506;SPC AZ E     -   362,602.718   267,397.607   MT  0.99993598   +0 19 49.6
 ER0506;SPC AZ E     - 1,189,641.46    877,288.74   iFT  0.99993598   +0 19 49.6
 ER0506;UTM  12      - 3,792,852.536   630,739.432   MT  0.99981070   +0 47 59.2
 ER0506
 ER0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0506!SPC AZ E     -   0.99963454  x   0.99993598  =   0.99957055
 ER0506!UTM  12      -   0.99963454  x   0.99981070  =   0.99944531
 ER0506
 ER0506:                Primary Azimuth Mark                     Grid Az
 ER0506:SPC AZ E     -  77 BKC 7310                              116 33 02.2
 ER0506:UTM  12      -  77 BKC 7310                              116 04 52.6
 ER0506
 ER0506|---------------------------------------------------------------------|
 ER0506| PID    Reference Object                     Distance      Geod. Az  |
 ER0506|                                                           dddmmss.s |
 ER0506| ER0505 77 BKC 7310                         APPROX. 4.3 KM 1165251.8 |
 ER0506| CD1751 CAT RM 1                             12.523 METERS 17740     |
 ER0506| CD1752 CAT RM 2                             14.997 METERS 29512     |
 ER0506|---------------------------------------------------------------------|
 ER0506
 ER0506                          SUPERSEDED SURVEY CONTROL
 ER0506
 ER0506  NAD 83(1986)-  34 16 07.01061(N)    109 34 47.42938(W) AD(       ) 2
 ER0506  NAD 27      -  34 16 06.85483(N)    109 34 45.08001(W) AD(       ) 2
 ER0506  NGVD 29 (07/19/86) 2350.8    (m)         7713.     (f) VERT ANG       
 ER0506
 ER0506.Superseded values are not recommended for survey control.
 ER0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0506.See file dsdata.txt to determine how the superseded data were derived.
 ER0506
 ER0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3073992853(NAD 83)
 ER0506_MARKER: DD = SURVEY DISK
 ER0506_SETTING: 80 = SET IN A BOULDER
 ER0506_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0506+STABILITY: SURFACE MOTION
 ER0506
 ER0506  HISTORY     - Date     Condition        Report By
 ER0506  HISTORY     - 1978     MONUMENTED       AZDT
 ER0506
 ER0506                          STATION DESCRIPTION
 ER0506
 ER0506'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0506'THE STATION IS LOCATED ABOUT 19 MILES WEST-NORTHWEST OF SPRINGERVILLE,
 ER0506'25.9 MILES EAST OF SHOW LOW, AND ON THE SOUTHWEST END OF A LOW RIDGE
 ER0506'ON THE NORTH SIDE OF U.S. HWY. 60.
 ER0506'
 ER0506'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CAT 1978---EPOXIED
 ER0506'IN A DRILL HOLE IN A ROCK ON A BALD CINDER HILL ABOUT 600 FEET NORT8
 ER0506'OF HWY. AND MARKED WITH A WITNESS POST AND SIGN 4.4 FEET TO THE
 ER0506'NORTHEAST.
 ER0506'
 ER0506'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CAT RM 1 1978
 ER0506'---AND IS EPOXIED TO A ROCK.
 ER0506'
 ER0506'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CAT RM 2 1978
 ER0506'---EPOXIED TO A ROCK.
 ER0506'
 ER0506'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 60 AND 180-666, 5
 ER0506'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON U.S. HWY. 60 TO MILE POST
 ER0506'367.90 AND A STATE MATERIAL YARD ON THE RIGHT, TURN RIGHT THROUGH GATE
 ER0506'THAT LEADS TO CINDER PIT AND GO 75 FEET, THEN TURN LEFT ACROSS COUNTRY
 ER0506'UP THE SLOPE OF A LOW CINDER HILL THAT IS BALD ON THE TOP.  THE
 ER0506'STATION IS ABOUT 600 FEET NORTH OF HWY. ON THE HIGHEST POINT OF THE
 ER0506'CINDER HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0367 ***********************************************************************
 CF0367  DESIGNATION -  CAT
 CF0367  PID         -  CF0367
 CF0367  STATE/COUNTY-  AZ/COCHISE
 CF0367  USGS QUAD   -  ELFRIDA (1986)
 CF0367
 CF0367                         *CURRENT SURVEY CONTROL
 CF0367  ___________________________________________________________________
 CF0367* NAD 83(1992)-  31 40 00.28129(N)    109 40 49.87020(W)     ADJUSTED  
 CF0367* NAVD 88     -      1260.9    (meters)    4137.     (feet)  VERTCON   
 CF0367  ___________________________________________________________________
 CF0367  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CF0367  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0367
 CF0367  HORZ ORDER  -  SECOND
 CF0367
 CF0367.The horizontal coordinates were established by classical geodetic methods
 CF0367.and adjusted by the National Geodetic Survey in August 1993..
 CF0367
 CF0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0367
 CF0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0367
 CF0367.The geoid height was determined by GEOID03.
 CF0367
 CF0367;                    North         East     Units Scale Factor Converg.
 CF0367;SPC AZ E     -    74,020.754   259,458.589   MT  0.99992620   +0 15 18.8
 CF0367;SPC AZ E     -   242,850.24    851,242.09   iFT  0.99992620   +0 15 18.8
 CF0367;UTM  12      - 3,504,254.055   625,085.663   MT  0.99979297   +0 41 34.0
 CF0367
 CF0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0367!SPC AZ E     -   0.99980634  x   0.99992620  =   0.99973255
 CF0367!UTM  12      -   0.99980634  x   0.99979297  =   0.99959935
 CF0367
 CF0367|---------------------------------------------------------------------|
 CF0367| PID    Reference Object                     Distance      Geod. Az  |
 CF0367|                                                           dddmmss.s |
 CF0367| CS5388 CAT RM 2                             10.529 METERS 00322     |
 CF0367| CS5387 CAT RM 1                             10.743 METERS 13338     |
 CF0367|---------------------------------------------------------------------|
 CF0367
 CF0367                          SUPERSEDED SURVEY CONTROL
 CF0367
 CF0367  NAD 83(1986)-  31 40 00.27820(N)    109 40 49.86117(W) AD(       ) 2
 CF0367  NGVD 29 (03/13/91) 1260.1    (m)         4134.     (f) VERT ANG       
 CF0367
 CF0367.Superseded values are not recommended for survey control.
 CF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0367.See file dsdata.txt to determine how the superseded data were derived.
 CF0367
 CF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2508604254(NAD 83)
 CF0367_MARKER: DS = TRIANGULATION STATION DISK
 CF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0367+STABILITY: SURFACE MOTION
 CF0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0367+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 CF0367
 CF0367  HISTORY     - Date     Condition        Report By
 CF0367  HISTORY     - 1982     MONUMENTED       AZDT
 CF0367  HISTORY     - 20051222 GOOD             INDIV
 CF0367
 CF0367                          STATION DESCRIPTION
 CF0367
 CF0367'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0367'THE STATION IS LOCATED 1 AND 1/4 MILES SOUTH OF ELFRIDA, ARIZONA,
 CF0367'BESIDE U.S. HWY 666.
 CF0367'
 CF0367'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA, ARIZONA, TRAVEL
 CF0367'SOUTH ALONG U.S. HWY 666 FOR 1.2 MILES TO THE STATION ON THE LEFT AT
 CF0367'MILE POST 23.1.
 CF0367'
 CF0367'THE STATION MARK IS AN ADOT DISK STAMPED---CAT 1982---.  IT IS SET IN
 CF0367'THE TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 85 FEET EAST OF THE
 CF0367'CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF THE RIGHT OF WAY FENCELINE
 CF0367'AND 4 FEET WEST OF THE WITNESS POST.  THE UNDERGROUND DISK IS SET IN A
 CF0367'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE DISK.
 CF0367'
 CF0367'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CAT RM 1---.  IT IS SET IN
 CF0367'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 100 FEET EAST OF THE CENTER
 CF0367'LINE OF THE HIGHWAY.
 CF0367'
 CF0367'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CAT RM 2---.  IT IS SET IN
 CF0367'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 100 FEET EAST OF THE CENTER
 CF0367'LINE OF THE HIGHWAY.
 CF0367'
 CF0367'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT HOP OR USFS
 CF0367'FLATTOP.
 CF0367
 CF0367                          STATION RECOVERY (2005)
 CF0367
 CF0367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PFM)
 CF0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1860 ***********************************************************************
 CZ1860  DESIGNATION -  CATALINA
 CZ1860  PID         -  CZ1860
 CZ1860  STATE/COUNTY-  AZ/PIMA
 CZ1860  USGS QUAD   -  MT LEMMON (1981)
 CZ1860
 CZ1860                         *CURRENT SURVEY CONTROL
 CZ1860  ___________________________________________________________________
 CZ1860* NAD 83(1992)-  32 26 33.99261(N)    110 47 19.33076(W)     ADJUSTED  
 CZ1860* NAVD 88     -      2800.6    (meters)    9188.     (feet)  VERTCON   
 CZ1860  ___________________________________________________________________
 CZ1860  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1860  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1860
 CZ1860  HORZ ORDER  -  FIRST
 CZ1860
 CZ1860.The horizontal coordinates were established by classical geodetic methods
 CZ1860.and adjusted by the National Geodetic Survey in August 1993..
 CZ1860
 CZ1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1860
 CZ1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1860
 CZ1860.The geoid height was determined by GEOID03.
 CZ1860
 CZ1860;                    North         East     Units Scale Factor Converg.
 CZ1860;SPC AZ C     -   160,521.927   319,421.768   MT  1.00003867   +0 36 18.6
 CZ1860;SPC AZ C     -   526,646.74  1,047,971.68   iFT  1.00003867   +0 36 18.6
 CZ1860;UTM  12      - 3,589,535.407   519,861.644   MT  0.99960486   +0 06 48.1
 CZ1860
 CZ1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1860!SPC AZ C     -   0.99956483  x   1.00003867  =   0.99960349
 CZ1860!UTM  12      -   0.99956483  x   0.99960486  =   0.99916987
 CZ1860
 CZ1860|---------------------------------------------------------------------|
 CZ1860| PID    Reference Object                     Distance      Geod. Az  |
 CZ1860|                                                           dddmmss.s |
 CZ1860| CC7111 CATALINA RM                           8.290 METERS 02603     |
 CZ1860| CC7112 CATALINA RM 2                        15.105 METERS 20807     |
 CZ1860|---------------------------------------------------------------------|
 CZ1860
 CZ1860                          SUPERSEDED SURVEY CONTROL
 CZ1860
 CZ1860  NAD 83(1986)-  32 26 33.98933(N)    110 47 19.32697(W) AD(       ) 1
 CZ1860  NAD 27      -  32 26 33.72200(N)    110 47 16.96200(W) AD(       ) 1
 CZ1860  NGVD 29 (07/19/86) 2799.6    (m)         9185.     (f) VERT ANG       
 CZ1860
 CZ1860.Superseded values are not recommended for survey control.
 CZ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1860.See file dsdata.txt to determine how the superseded data were derived.
 CZ1860
 CZ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986289535(NAD 83)
 CZ1860_MARKER: DS = TRIANGULATION STATION DISK
 CZ1860_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1860
 CZ1860  HISTORY     - Date     Condition        Report By
 CZ1860  HISTORY     - 1910     MONUMENTED       CGS
 CZ1860  HISTORY     - 1919     GOOD             CGS
 CZ1860  HISTORY     - 1936     GOOD             CGS
 CZ1860  HISTORY     - 1947     MARK NOT FOUND   CGS
 CZ1860
 CZ1860                          STATION DESCRIPTION
 CZ1860
 CZ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CZ1860'ON THE NORTH SPUR OF WHAT IS KNOWN LOCALLY AS LEMON MOUNTAIN,
 CZ1860'THE HIGHEST PEAK OF THE CATALINA MOUNTAINS, ABOUT 22 MILES IN
 CZ1860'A DIRECT LINE NORTHEAST OF TUCSON.  THE BEST APPROACH IS
 CZ1860'FROM THE NORTH FROM THE TOWN OF ORACLE, VIA THE 3C RANCH AND
 CZ1860'CAMP APACHE MINE, BUT THE STATION MAY ALSO BE REACHED FROM
 CZ1860'THE SOUTH OR TUCSON SIDE BY A TRAIL LEADING UP THE SALINO
 CZ1860'CANYON.  TIMBER ON THE PEAK OBSTRUCTS THE VIEW EXCEPT WHERE
 CZ1860'IT HAS BEEN CLEARED.  THE STATION IS MARKED BY A STANDARD
 CZ1860'TRIANGULATION DISK CEMENTED INTO A DRILL HOLE IN SOLID
 CZ1860'OUTCROPPING ROCK.  THE REFERENCE MARK, A U.S. GEOLOGICAL SURVEY
 CZ1860'BENCH MARK DISK CEMENTED INTO THE ROCK, IS 3.225 METERS
 CZ1860'(10.58 FEET) FROM STATION  N 25 DEG 26 MIN E.
 CZ1860'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 CZ1860'DRIVEN INTO A 3 1/2-FOOT PINE TREE, IS 15.105 METERS
 CZ1860'(49.56 FEET) FROM STATION  S 28 DEG 07 MIN W.
 CZ1860
 CZ1860                          STATION RECOVERY (1919)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 CZ1860'RECOVERED.
 CZ1860
 CZ1860                          STATION RECOVERY (1936)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CZ1860'RECOVERED.
 CZ1860
 CZ1860                          STATION RECOVERY (1947)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1860'THE STATION HAS BEEN LOST.  THE STATION MARK AND REFERENCE
 CZ1860'MARK NO. 1 HAVE BEEN DESTROYED AS NO TRACE OF THEM COULD BE
 CZ1860'FOUND.  REFERENCE MARK NO. 2 WAS RECOVERED.  A NEW STATION
 CZ1860'MARK WAS SET BY THE U.S.G.S. AND A NEW REFERENCE MARK SET BY
 CZ1860'THE USC AND GS.  THE NEW STATION IS PROBABLY WITHIN A FEW
 CZ1860'FEET OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1859 ***********************************************************************
 CZ1859  DESIGNATION -  CATALINA 2 RESET
 CZ1859  PID         -  CZ1859
 CZ1859  STATE/COUNTY-  AZ/PIMA
 CZ1859  USGS QUAD   -  MT LEMMON (1981)
 CZ1859
 CZ1859                         *CURRENT SURVEY CONTROL
 CZ1859  ___________________________________________________________________
 CZ1859* NAD 83(1992)-  32 26 33.98715(N)    110 47 19.34758(W)     ADJUSTED  
 CZ1859* NAVD 88     -      2795.2    (meters)    9171.     (feet)  VERTCON   
 CZ1859  ___________________________________________________________________
 CZ1859  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1859  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1859
 CZ1859  HORZ ORDER  -  FIRST
 CZ1859
 CZ1859.The horizontal coordinates were established by classical geodetic methods
 CZ1859.and adjusted by the National Geodetic Survey in August 1993..
 CZ1859
 CZ1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1859
 CZ1859.Photographs are available for this station.
 CZ1859
 CZ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1859
 CZ1859.The geoid height was determined by GEOID03.
 CZ1859
 CZ1859;                    North         East     Units Scale Factor Converg.
 CZ1859;SPC AZ C     -   160,521.754   319,421.330   MT  1.00003867   +0 36 18.6
 CZ1859;SPC AZ C     -   526,646.17  1,047,970.24   iFT  1.00003867   +0 36 18.6
 CZ1859;UTM  12      - 3,589,535.238   519,861.205   MT  0.99960486   +0 06 48.1
 CZ1859
 CZ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1859!SPC AZ C     -   0.99956568  x   1.00003867  =   0.99960433
 CZ1859!UTM  12      -   0.99956568  x   0.99960486  =   0.99917071
 CZ1859
 CZ1859:                Primary Azimuth Mark                     Grid Az
 CZ1859:SPC AZ C     -  RICE                                     024 43 41.5
 CZ1859:UTM  12      -  RICE                                     025 13 12.0
 CZ1859
 CZ1859|---------------------------------------------------------------------|
 CZ1859| PID    Reference Object                     Distance      Geod. Az  |
 CZ1859|                                                           dddmmss.s |
 CZ1859| CZ1883 RICE                                APPROX. 8.5 KM 0252000.1 |
 CZ1859| CZ1858 CATALINA 2 TEMP NE                   29.954 METERS 04613     |
 CZ1859| CR7596 CATALINA 2 RM 1 CARTRIDGE             5.291 METERS 06133     |
 CZ1859| CC7112 CATALINA RM 2                        14.769 METERS 21506     |
 CZ1859| CC7113 CATALINA 2 RM 3                       4.894 METERS 27916     |
 CZ1859|---------------------------------------------------------------------|
 CZ1859
 CZ1859                          SUPERSEDED SURVEY CONTROL
 CZ1859
 CZ1859  NAD 83(1986)-  32 26 33.98742(N)    110 47 19.34072(W) AD(       ) 1
 CZ1859  NAD 27      -  32 26 33.70950(N)    110 47 16.98290(W) AD(       ) 1
 CZ1859  NGVD 29 (07/19/86) 2794.2    (m)         9167.     (f) VERT ANG       
 CZ1859
 CZ1859.Superseded values are not recommended for survey control.
 CZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1859.See file dsdata.txt to determine how the superseded data were derived.
 CZ1859
 CZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986189535(NAD 83)
 CZ1859_MARKER: DD = SURVEY DISK
 CZ1859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1859
 CZ1859  HISTORY     - Date     Condition        Report By
 CZ1859  HISTORY     - 1955     MONUMENTED       USGS
 CZ1859  HISTORY     - 1971     GOOD             NGS
 CZ1859
 CZ1859                          STATION DESCRIPTION
 CZ1859
 CZ1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1859'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION.
 CZ1859'THE REFERENCE TREES HAVE BEEN CUT.  THE USE MARK THAT WAS USED FOR
 CZ1859'AN AZIMUTH MARK IS NO LONGER VISIBLE.  AN AZIMUTH MARK WAS
 CZ1859'ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ1859'
 CZ1859'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1859'HIGHEST PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY
 CZ1859'KNOWN AS MOUNT LEMMON.  IT IS ON THE GROUNDS OF THE MOUNT LEMMON
 CZ1859'AIR FORCE STATION.
 CZ1859'
 CZ1859'TO REACH THE STATION FROM THE INTERSECTION OF EAST BROADWAY AND
 CZ1859'WILMOT ROAD IN TUCSON GO NORTH ON WILMOT ROAD FOR 1.6 MILES TO THE
 CZ1859'JUNCTION OF TANQUE VERDE ROAD.  BEAR RIGHT AND GO EAST ON TANQUE
 CZ1859'VERDE ROAD FOR 3.5 MILES TO THE JUNCTION OF CATALINA HIGHWAY.  BEAR
 CZ1859'LEFT AND GO NORTHEAST ON CATALINA HIGHWAY FOR 26.6 MILES TO A
 CZ1859'GRAVEL SIDE ROAD RIGHT, THE ENTRANCE TO THE UNIVERSITY OF ARIZONA,
 CZ1859'SITE 1 OBSERVATORY.  CONTINUE AHEAD UPHILL FOR 4.1 MILES TO
 CZ1859'A SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE UPHILL
 CZ1859'FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 CZ1859'UPHILL FOR 0.3 MILE TO THE GATE OF THE MOUNT LEMMON AIR FORCE
 CZ1859'STATION.  PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 0.1 MILE
 CZ1859'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.2 MILE
 CZ1859'TO BUILDING 191 AND THE STATION AS DESCRIBED.
 CZ1859'
 CZ1859'THE STATION MARK IS A STANDARD DISK STAMPED CATALINA 2 RESET 1955,
 CZ1859'WITH A BOLT DRIVEN THROUGH THE CENTER AND INTO SOLID OUTCROPPING
 CZ1859'BEDROCK.  IT IS 40 FEET EAST OF A SECURITY FENCE AND 24.5 FEET
 CZ1859'SOUTH-SOUTHWEST OF A GRAY POWER BOX.
 CZ1859'
 CZ1859'THE MARK IS A U S AIR FORCE DISK STAMPED CATALINA SHIRAN 1967, SET
 CZ1859'IN THE TOP OF A 18 X 36-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1859'THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF BUILDING 191 AND 25
 CZ1859'FEET SOUTH OF A SECURITY FENCE.
 CZ1859'
 CZ1859'AFCRL OBS (N.E. PILLAR) IS A PUNCH MARK IN THE CENTER OF THE
 CZ1859'NORTHEAST STEEL PILLAR OF THE TELESCOPE MOUNT ON WHAT IS NOW THE
 CZ1859'ROOF OF BUILDING 191.
 CZ1859'
 CZ1859'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CATALINA
 CZ1859'2 RESET 1955 AZI 1971, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT ROCK
 CZ1859'OUTCROP THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 23
 CZ1859'FEET EAST OF A CUTBANK, 16 FEET SOUTHEAST OF A 30-INCH PINE TREE
 CZ1859'WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 14-INCH PINE TREE
 CZ1859'WITH A TRIANGULAR BLAZE.
 CZ1859'
 CZ1859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NORTHEAST
 CZ1859'OF TUCSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1947 ***********************************************************************
 AI1947  FBN         -  This is a Federal Base Network Control Station.
 AI1947  DESIGNATION -  CATALINA 2 RESET 2
 AI1947  PID         -  AI1947
 AI1947  STATE/COUNTY-  AZ/PIMA
 AI1947  USGS QUAD   -  MT LEMMON (1981)
 AI1947
 AI1947                         *CURRENT SURVEY CONTROL
 AI1947  ___________________________________________________________________
 AI1947* NAD 83(1992)-  32 26 34.66209(N)    110 47 18.52195(W)     ADJUSTED  
 AI1947* NAVD 88     -      2791.8    (meters)    9159.     (feet)  GPS OBS   
 AI1947  ___________________________________________________________________
 AI1947  X           -  -1,913,084.334 (meters)                     COMP
 AI1947  Y           -  -5,039,282.436 (meters)                     COMP
 AI1947  Z           -   3,403,469.597 (meters)                     COMP
 AI1947  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 AI1947  ELLIP HEIGHT-        2764.04  (meters)          (09/30/99) GPS OBS
 AI1947  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AI1947
 AI1947  HORZ ORDER  -  A
 AI1947  ELLP ORDER  -  THIRD     CLASS I
 AI1947
 AI1947.The horizontal coordinates were established by GPS observations
 AI1947.and adjusted by the National Geodetic Survey in September 1999..
 AI1947
 AI1947.The orthometric height was determined by GPS observations and a
 AI1947.high-resolution geoid model.
 AI1947
 AI1947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1947
 AI1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1947
 AI1947.The ellipsoidal height was determined by GPS observations
 AI1947.and is referenced to NAD 83.
 AI1947
 AI1947.The geoid height was determined by GEOID03.
 AI1947
 AI1947;                    North         East     Units Scale Factor Converg.
 AI1947;SPC AZ C     -   160,542.772   319,442.677   MT  1.00003873   +0 36 19.0
 AI1947;SPC AZ C     -   526,715.13  1,048,040.28   iFT  1.00003873   +0 36 19.0
 AI1947;UTM  12      - 3,589,556.064   519,882.722   MT  0.99960487   +0 06 48.5
 AI1947
 AI1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1947!SPC AZ C     -   0.99956621  x   1.00003873  =   0.99960492
 AI1947!UTM  12      -   0.99956621  x   0.99960487  =   0.99917125
 AI1947
 AI1947                          SUPERSEDED SURVEY CONTROL
 AI1947
 AI1947.No superseded survey control is available for this station.
 AI1947
 AI1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1988389556(NAD 83)
 AI1947_MARKER: DD = SURVEY DISK
 AI1947_SETTING: 0 = UNSPECIFIED SETTING
 AI1947_STAMPING: CATALINA 2 RESET ASA974 LS 11845 1987
 AI1947_MARK LOGO: USA   
 AI1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1947+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1999
 AI1947
 AI1947  HISTORY     - Date     Condition        Report By
 AI1947  HISTORY     - 1987     MONUMENTED       USA
 AI1947  HISTORY     - 19990111 GOOD             NGS
 AI1947
 AI1947                          STATION DESCRIPTION
 AI1947
 AI1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI1947'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST, ON THE HIGHEST
 AI1947'PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY KNOWN AS
 AI1947'MOUNT LEMMON, ON THE GROUNDS OF THE UNIVERSITY OF ARIZONA OBSERVATORY
 AI1947'SITE 1.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AI1947'10 AND SPEEDWAY BLVD, GO EAST FOR 7.4 MI (11.9 KM) TO WILMOT RD. TURN
 AI1947'LEFT, NORTH ON WILMOT ROAD FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF
 AI1947'TANQUE VERDE ROAD.  BEAR RIGHT, EAST ON TANQUE VERDE ROAD FOR 3.5 MI
 AI1947'(5.6 KM) TO THE JUNCTION OF CATALINA HIGHWAY.  TURN LEFT, NORTHEAST ON
 AI1947'CATALINA HIGHWAY FOR 29.5 MILES (47.5 KM) TO SKI VALLEY ROAD.  TURN
 AI1947'RIGHT, NORTH FOR 1.4 MILES (2.3 KM) TO SKI VALLEY AND END OF ROAD AND
 AI1947'LOCKED GATE.  CONTINUE AHEAD THROUGH GATE AND UPHILL FOR 0.3 MILE (0.5
 AI1947'KM) TO OPEN GATE.  CONTINUE AHEAD 1.4 MILE (2.3 KM) TO OPEN GATE.
 AI1947'CONTINUE AHEAD 0.15 MI (0.24 KM) TO MAIN GATE TO THE UNIVERSITY OF
 AI1947'ARIZONA SITE 1 OBSERVATORY.  PASS THROUGH GATE, WEST FOR 0.05 MI (0.08
 AI1947'KM) TO A FORK.  BEAR RIGHT, NORTH, UPHILL FOR 0.1 MI (0.2 KM) TO THE
 AI1947'END OF THE ROAD AND THE STATION STRAIGHT AHEAD THROUGH GATE.  LOCATED
 AI1947'18.6 M (61.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF BUILDING
 AI1947'NUMBER 1401.  12.4 M (40.7 FT) NORTH-NORTHEAST FROM THE GATE POST, 7.5
 AI1947'M (24.6 FT) SOUTHEAST OF A GRAY POWER BOX, 5.6 M (18.4 FT) SOUTH OF A
 AI1947'METAL POLE, 11.1 M (36.4 FT) NORTH OF A SECURITY FENCE, SET IN A 1.1
 AI1947'FT (0.3 M) BY 1.5 FT (0.5 M) CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1861 ***********************************************************************
 CZ1861  DESIGNATION -  CATALINA 2 RESET AZ MK
 CZ1861  PID         -  CZ1861
 CZ1861  STATE/COUNTY-  AZ/PIMA
 CZ1861  USGS QUAD   -  MT LEMMON (1981)
 CZ1861
 CZ1861                         *CURRENT SURVEY CONTROL
 CZ1861  ___________________________________________________________________
 CZ1861* NAD 83(1992)-  32 26 28.70862(N)    110 47 01.16712(W)     ADJUSTED  
 CZ1861* NAVD 88     -      2793.     (meters)    9163.     (feet)  SCALED    
 CZ1861  ___________________________________________________________________
 CZ1861  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CZ1861  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CZ1861
 CZ1861  HORZ ORDER  -  SECOND
 CZ1861
 CZ1861.The horizontal coordinates were established by classical geodetic methods
 CZ1861.and adjusted by the National Geodetic Survey in August 1993..
 CZ1861
 CZ1861.The orthometric height was scaled from a topographic map.
 CZ1861
 CZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1861
 CZ1861.The geoid height was determined by GEOID03.
 CZ1861
 CZ1861;                    North         East     Units Scale Factor Converg.
 CZ1861;SPC AZ C     -   160,364.184   319,897.943   MT  1.00003992   +0 36 28.2
 CZ1861;SPC AZ C     -   526,129.21  1,049,533.93   iFT  1.00003992   +0 36 28.2
 CZ1861;UTM  12      - 3,589,373.653   520,336.241   MT  0.99960510   +0 06 57.8
 CZ1861
 CZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1861!SPC AZ C     -   0.99956602  x   1.00003992  =   0.99960593
 CZ1861!UTM  12      -   0.99956602  x   0.99960510  =   0.99917130
 CZ1861
 CZ1861:                Primary Azimuth Mark                     Grid Az
 CZ1861:SPC AZ C     -  AFCRL OBS NE PILLAR                      288 53 22.6
 CZ1861:UTM  12      -  AFCRL OBS NE PILLAR                      289 22 53.0
 CZ1861
 CZ1861|---------------------------------------------------------------------|
 CZ1861| PID    Reference Object                     Distance      Geod. Az  |
 CZ1861|                                                           dddmmss.s |
 CZ1861| CZ1863 AFCRL OBS NE PILLAR                 APPROX. 0.5 KM 2892950.8 |
 CZ1861| CZ1858 CATALINA 2 TEMP NE                  488.942 METERS 2920119.8 |
 CZ1861|---------------------------------------------------------------------|
 CZ1861
 CZ1861                          SUPERSEDED SURVEY CONTROL
 CZ1861
 CZ1861  NAD 83(1986)-  32 26 28.71099(N)    110 47 01.16601(W) AD(       ) 2
 CZ1861  NAD 27      -  32 26 28.42019(N)    110 46 58.77224(W) AD(       ) 2
 CZ1861
 CZ1861.Superseded values are not recommended for survey control.
 CZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1861.See file dsdata.txt to determine how the superseded data were derived.
 CZ1861
 CZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2033689374(NAD 83)
 CZ1861
 CZ1861  HISTORY     - Date     Condition        Report By
 CZ1861  HISTORY     - 1971     MONUMENTED       NGS
 CZ1861  HISTORY     - 1971     GOOD             NGS
 CZ1861
 CZ1861                          STATION DESCRIPTION
 CZ1861
 CZ1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1861'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CATALINA
 CZ1861'2 RESET 1955 AZI 1971, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT
 CZ1861'ROCK OUTCROP THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 CZ1861'IS 23 FEET EAST OF A CUTBANK, 16 FEET SOUTHEAST OF A 30-INCH PINE
 CZ1861'TREE WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 14-INCH PINE
 CZ1861'TREE WITH A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1858 ***********************************************************************
 CZ1858  DESIGNATION -  CATALINA 2 TEMP NE
 CZ1858  PID         -  CZ1858
 CZ1858  STATE/COUNTY-  AZ/PIMA
 CZ1858  USGS QUAD   -  MT LEMMON (1981)
 CZ1858
 CZ1858                         *CURRENT SURVEY CONTROL
 CZ1858  ___________________________________________________________________
 CZ1858* NAD 83(1992)-  32 26 34.65998(N)    110 47 18.51967(W)     ADJUSTED  
 CZ1858* NAVD 88     -      2790.2    (meters)    9154.     (feet)  VERTCON   
 CZ1858  ___________________________________________________________________
 CZ1858  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 CZ1858  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1858
 CZ1858  HORZ ORDER  -  FIRST
 CZ1858
 CZ1858.The horizontal coordinates were established by classical geodetic methods
 CZ1858.and adjusted by the National Geodetic Survey in August 1993..
 CZ1858
 CZ1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1858
 CZ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1858
 CZ1858.The geoid height was determined by GEOID03.
 CZ1858
 CZ1858;                    North         East     Units Scale Factor Converg.
 CZ1858;SPC AZ C     -   160,542.708   319,442.737   MT  1.00003873   +0 36 19.0
 CZ1858;SPC AZ C     -   526,714.92  1,048,040.48   iFT  1.00003873   +0 36 19.0
 CZ1858;UTM  12      - 3,589,555.999   519,882.782   MT  0.99960487   +0 06 48.5
 CZ1858
 CZ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1858!SPC AZ C     -   0.99956646  x   1.00003873  =   0.99960518
 CZ1858!UTM  12      -   0.99956646  x   0.99960487  =   0.99917151
 CZ1858
 CZ1858:                Primary Azimuth Mark                     Grid Az
 CZ1858:SPC AZ C     -  CATALINA 2 RESET AZ MK                   111 24 51.5
 CZ1858:UTM  12      -  CATALINA 2 RESET AZ MK                   111 54 22.0
 CZ1858
 CZ1858|---------------------------------------------------------------------|
 CZ1858| PID    Reference Object                     Distance      Geod. Az  |
 CZ1858|                                                           dddmmss.s |
 CZ1858| CZ1861 CATALINA 2 RESET AZ MK              488.942 METERS 1120110.5 |
 CZ1858| CZ1863 AFCRL OBS NE PILLAR                  25.080 METERS 23019     |
 CZ1858| CZ1862 CATALINA SHIRAN                      28.517 METERS 25953     |
 CZ1858|---------------------------------------------------------------------|
 CZ1858
 CZ1858                          SUPERSEDED SURVEY CONTROL
 CZ1858
 CZ1858  NAD 83(1986)-  32 26 34.66029(N)    110 47 18.51276(W) AD(       ) 1
 CZ1858  NAD 27      -  32 26 34.38260(N)    110 47 16.15470(W) AD(       ) 1
 CZ1858  NGVD 29 (07/19/86) 2789.2    (m)         9151.     (f) VERT ANG       
 CZ1858
 CZ1858.Superseded values are not recommended for survey control.
 CZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1858.See file dsdata.txt to determine how the superseded data were derived.
 CZ1858
 CZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1988389556(NAD 83)
 CZ1858_MARKER: DS = TRIANGULATION STATION DISK
 CZ1858_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1858+STABILITY: POSITION/ELEVATION WELL
 CZ1858
 CZ1858  HISTORY     - Date     Condition        Report By
 CZ1858  HISTORY     - 1955     MONUMENTED       CGS
 CZ1858
 CZ1858                          STATION DESCRIPTION
 CZ1858
 CZ1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCB)
 CZ1858'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1858'HIGHEST PEAK OF THE MOUNT LEMMON, THE HIGHEST PEAK OF THE
 CZ1858'CATALINA MOUNTAINS, ABOUT 18 MILES NORTHEAST OF TUCSON.  IT IS
 CZ1858'IN ROCK OUTCROP ON THE SOUTHEAST EDGE TO THE RIDGE LEADING
 CZ1858'NORTHEAST FROM THE NORTHEASTERLY POINT OF THE MOUNTAIN TOP,
 CZ1858'ABOUT 98.3 FEET NORTHEAST OF A LARGE ANTENNA TOWER THAT IS
 CZ1858'BEING ERECTED THERE AND ABOUT 3 FEET LOWER THAN THE BASE.  THE
 CZ1858'ANTENNA TOWER IS TO BE CENTERED OVER THE ORIGINAL STATION
 CZ1858'CATALINA 2 (USGS 1946) 1947.
 CZ1858'
 CZ1858'NO REFERENCE MARKS WERE SET BUT 3 PINE TREES WERE MARKED BY
 CZ1858'TRIANGULAR BLAZES WITH NAILS DRIVEN INTO THE TREE AT THE
 CZ1858'VERTEX OF THE BLAZES AND ONE AT THE CENTERS.
 CZ1858'
 CZ1858'REACHED FROM TUCSON AS FOLLOWS--FROM THE INTERSECTION OF STONE
 CZ1858'AND SPEEDWAY STREETS GO EAST 6.8 MILES, TURN LEFT ON TO TANQUE
 CZ1858'VERDE ROAD AND GO 2.7 MILES, TAKE LEFT FORK PER SIGN MT
 CZ1858'LEMMON AND GO 30.5 MILES (0.2 MILE BEFORE REACHING MT. LEMMON
 CZ1858'LODGE), TAKE RIGHT FORK AND GO ABOUT 1.0 MILE TO SKIING AREA,
 CZ1858'CONTINUE ON NEW ROAD ABOUT 2 MILES TO TOP OF MT. LEMMON AND
 CZ1858'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1862 ***********************************************************************
 CZ1862  DESIGNATION -  CATALINA SHIRAN
 CZ1862  PID         -  CZ1862
 CZ1862  STATE/COUNTY-  AZ/PIMA
 CZ1862  USGS QUAD   -  MT LEMMON (1981)
 CZ1862
 CZ1862                         *CURRENT SURVEY CONTROL
 CZ1862  ___________________________________________________________________
 CZ1862* NAD 83(1992)-  32 26 34.49734(N)    110 47 19.59442(W)     ADJUSTED  
 CZ1862* NAVD 88     -      2792.     (meters)    9160.     (feet)  SCALED    
 CZ1862  ___________________________________________________________________
 CZ1862  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 CZ1862  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1862
 CZ1862  HORZ ORDER  -  SECOND
 CZ1862
 CZ1862.The horizontal coordinates were established by classical geodetic methods
 CZ1862.and adjusted by the National Geodetic Survey in August 1993..
 CZ1862
 CZ1862.The orthometric height was scaled from a topographic map.
 CZ1862
 CZ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1862
 CZ1862.The geoid height was determined by GEOID03.
 CZ1862
 CZ1862;                    North         East     Units Scale Factor Converg.
 CZ1862;SPC AZ C     -   160,537.401   319,414.717   MT  1.00003866   +0 36 18.4
 CZ1862;SPC AZ C     -   526,697.51  1,047,948.55   iFT  1.00003866   +0 36 18.4
 CZ1862;UTM  12      - 3,589,550.935   519,854.729   MT  0.99960486   +0 06 47.9
 CZ1862
 CZ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1862!SPC AZ C     -   0.99956618  x   1.00003866  =   0.99960483
 CZ1862!UTM  12      -   0.99956618  x   0.99960486  =   0.99917121
 CZ1862
 CZ1862                          SUPERSEDED SURVEY CONTROL
 CZ1862
 CZ1862  NAD 83(1986)-  32 26 34.49765(N)    110 47 19.58750(W) AD(       ) 2
 CZ1862  NAD 27      -  32 26 34.21998(N)    110 47 17.22942(W) AD(       ) 2
 CZ1862
 CZ1862.Superseded values are not recommended for survey control.
 CZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1862.See file dsdata.txt to determine how the superseded data were derived.
 CZ1862
 CZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1985589551(NAD 83)
 CZ1862
 CZ1862  HISTORY     - Date     Condition        Report By
 CZ1862  HISTORY     - 1967     MONUMENTED       USAF
 CZ1862  HISTORY     - 1971     GOOD             NGS
 CZ1862
 CZ1862                          STATION DESCRIPTION
 CZ1862
 CZ1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1862'STATION MARK IS A U S AIR FORCE DISK STAMPED CATALINA SHIRAN 1967,
 CZ1862'SET IN THE TOP OF A 18 X 36-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1862'THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF BUILDING 191 AND 25
 CZ1862'FEET SOUTH OF A SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0242 ***********************************************************************
 GQ0242  DESIGNATION -  CATARACT
 GQ0242  PID         -  GQ0242
 GQ0242  STATE/COUNTY-  AZ/COCONINO
 GQ0242  USGS QUAD   -  ANTELOPE POINT (1988)
 GQ0242
 GQ0242                         *CURRENT SURVEY CONTROL
 GQ0242  ___________________________________________________________________
 GQ0242* NAD 83(1992)-  36 03 11.24407(N)    112 33 03.99445(W)     ADJUSTED  
 GQ0242* NAVD 88     -      1750.3    (meters)    5742.     (feet)  VERTCON   
 GQ0242  ___________________________________________________________________
 GQ0242  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GQ0242  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GQ0242
 GQ0242  HORZ ORDER  -  THIRD
 GQ0242
 GQ0242.The horizontal coordinates were established by classical geodetic methods
 GQ0242.and adjusted by the National Geodetic Survey in August 1993..
 GQ0242
 GQ0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0242
 GQ0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0242
 GQ0242.The geoid height was determined by GEOID03.
 GQ0242
 GQ0242;                    North         East     Units Scale Factor Converg.
 GQ0242;SPC AZ C     -   560,593.099   156,200.032   MT  0.99994025   -0 22 24.2
 GQ0242;SPC AZ C     - 1,839,216.20    512,467.30   iFT  0.99994025   -0 22 24.2
 GQ0242;UTM  12      - 3,990,953.774   360,290.711   MT  0.99984051   -0 54 46.9
 GQ0242
 GQ0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0242!SPC AZ C     -   0.99972903  x   0.99994025  =   0.99966930
 GQ0242!UTM  12      -   0.99972903  x   0.99984051  =   0.99956958
 GQ0242
 GQ0242:                Primary Azimuth Mark                     Grid Az
 GQ0242:SPC AZ C     -  WONDER                                   085 54 24.7
 GQ0242:UTM  12      -  WONDER                                   086 26 47.4
 GQ0242
 GQ0242|---------------------------------------------------------------------|
 GQ0242| PID    Reference Object                     Distance      Geod. Az  |
 GQ0242|                                                           dddmmss.s |
 GQ0242| GQ0301 WONDER                              APPROX. 4.9 KM 0853200.5 |
 GQ0242|---------------------------------------------------------------------|
 GQ0242
 GQ0242                          SUPERSEDED SURVEY CONTROL
 GQ0242
 GQ0242  NAD 83(1986)-  36 03 11.23776(N)    112 33 03.99265(W) AD(       ) 3
 GQ0242  NGVD 29 (05/08/89) 1749.5    (m)         5740.     (f) VERT ANG       
 GQ0242
 GQ0242.Superseded values are not recommended for survey control.
 GQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0242.See file dsdata.txt to determine how the superseded data were derived.
 GQ0242
 GQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6029190954(NAD 83)
 GQ0242_MARKER: DS = TRIANGULATION STATION DISK
 GQ0242_SETTING: 80 = SET IN A BOULDER
 GQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0242+STABILITY: SURFACE MOTION
 GQ0242
 GQ0242  HISTORY     - Date     Condition        Report By
 GQ0242  HISTORY     - 1903     MONUMENTED       USGS
 GQ0242  HISTORY     - 1933     GOOD             USGS
 GQ0242  HISTORY     - 1933     GOOD             USGS
 GQ0242  HISTORY     - 1956     GOOD             USGS
 GQ0242  HISTORY     - 1956     GOOD             USGS
 GQ0242
 GQ0242                          STATION DESCRIPTION
 GQ0242
 GQ0242'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0242'LOCATED ABOUT 10 MI S. OF BASS AND SUPAI RD.  ON NORTH RIM OF
 GQ0242'CATARACT CANYON.
 GQ0242'
 GQ0242'TO REACH FROM BASS AND SUPAI OR BASS AND ASH FORK RD., TAKE
 GQ0242'SADDLE HORSES.
 GQ0242'
 GQ0242'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0242'LIMESTONE ROCK UNDER CENTER OF CAIRN BUILT OF ROCK AND EARTH 6
 GQ0242'FT. HIGH AND 8 FT. IN DIAMETER AT BOTTOM AND 6 FT. AT TOP.
 GQ0242
 GQ0242                          STATION RECOVERY (1933)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'RM 1--STANDARD RM TABLET STAMPED---NO 1 ---, CEMENTED IN LIMESTONE
 GQ0242'OUTCROP ON BREAK TO CATARACT CANYON.
 GQ0242'
 GQ0242'RM 2--BARRED ARROW WITH DRILL HOLE IN CROSS CUT IN LIMESTONE
 GQ0242'OUTCROP AND POINTING TO STATION.
 GQ0242'
 GQ0242'NOTE--CATARACT CANYON LIES E. AND W. AT THIS PLACE BENDING N.
 GQ0242'ABOUT 1.5 MI W. WHERE BLACK TANKS WASH ENTERS IT AND S. ABOUT 1.5
 GQ0242'MI E. WHERE PRAIRIE WASH ENTERS.  STATION IS ON ROLLING, GRASSY
 GQ0242'KNOLL NEAR ITS WEST END, AT EDGE OF SAGEBRUSH.
 GQ0242
 GQ0242                          STATION RECOVERY (1933)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'RM 1--STANDARD RM TABLET STAMPED---NO 1 ---, CEMENTED IN LIMESTONE
 GQ0242'OUTCROP ON BREAK TO CATARACT CANYON.
 GQ0242'
 GQ0242'RM 2--BARRED ARROW WITH DRILL HOLE IN CROSS CUT IN LIMESTONE
 GQ0242'OUTCROP AND POINTING TO STATION.
 GQ0242'
 GQ0242'NOTE--CATARACT CANYON LIES E. AND W. AT THIS PLACE BENDING N.
 GQ0242'ABOUT 1.5 MI W. WHERE BLACK TANKS WASH ENTERS IT AND S. ABOUT 1.5
 GQ0242'MI E. WHERE PRAIRIE WASH ENTERS.  STATION IS ON ROLLING, GRASSY
 GQ0242'KNOLL NEAR ITS WEST END, AT EDGE OF SAGEBRUSH.
 GQ0242
 GQ0242                          STATION RECOVERY (1956)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0242'TO JCT. OF HILLTOP PASTURE WASH RDS.  TURN LEFT AND GO 1 MI S. TO
 GQ0242'RD. FORKS.  TAKE RIGHT FORK 6.2 MI TO HOUSE PASSING THROUGH GATE
 GQ0242'IN DRIFT FENCE AT 0.8 MI.  TURN LEFT AT HOUSE AND FOLLOW DIM TWO
 GQ0242'TRACK RD. 2.8 MI TO STATION.
 GQ0242
 GQ0242                          STATION RECOVERY (1956)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0242'TO JCT. OF HILLTOP PASTURE WASH RDS.  TURN LEFT AND GO 1 MI S. TO
 GQ0242'RD. FORKS.  TAKE RIGHT FORK 6.2 MI TO HOUSE PASSING THROUGH GATE
 GQ0242'IN DRIFT FENCE AT 0.8 MI.  TURN LEFT AT HOUSE AND FOLLOW DIM TWO
 GQ0242'TRACK RD. 2.8 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2403 ***********************************************************************
 CZ2403  DESIGNATION -  CATES
 CZ2403  PID         -  CZ2403
 CZ2403  STATE/COUNTY-  AZ/PINAL
 CZ2403  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2403
 CZ2403                         *CURRENT SURVEY CONTROL
 CZ2403  ___________________________________________________________________
 CZ2403* NAD 83(1992)-  32 46 43.44089(N)    111 53 05.44421(W)     ADJUSTED  
 CZ2403* NAVD 88     -       466.6    (meters)    1531.     (feet)  VERTCON   
 CZ2403  ___________________________________________________________________
 CZ2403  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2403  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2403
 CZ2403  HORZ ORDER  -  THIRD
 CZ2403
 CZ2403.The horizontal coordinates were established by classical geodetic methods
 CZ2403.and adjusted by the National Geodetic Survey in August 1993..
 CZ2403
 CZ2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2403
 CZ2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2403
 CZ2403.The geoid height was determined by GEOID03.
 CZ2403
 CZ2403;                    North         East     Units Scale Factor Converg.
 CZ2403;SPC AZ C     -   197,215.447   216,340.882   MT  0.99990011   +0 01 02.0
 CZ2403;SPC AZ C     -   647,032.31    709,779.80   iFT  0.99990011   +0 01 02.0
 CZ2403;UTM  12      - 3,627,104.201   417,134.332   MT  0.99968467   -0 28 44.7
 CZ2403
 CZ2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2403!SPC AZ C     -   0.99993152  x   0.99990011  =   0.99983164
 CZ2403!UTM  12      -   0.99993152  x   0.99968467  =   0.99961621
 CZ2403
 CZ2403                          SUPERSEDED SURVEY CONTROL
 CZ2403
 CZ2403  NAD 83(1986)-  32 46 43.43325(N)    111 53 05.43980(W) AD(       ) 3
 CZ2403  NGVD 29 (04/26/91)  466.0    (m)         1529.     (f) VERT ANG       
 CZ2403
 CZ2403.Superseded values are not recommended for survey control.
 CZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2403.See file dsdata.txt to determine how the superseded data were derived.
 CZ2403
 CZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1713427104(NAD 83)
 CZ2403_MARKER: DD = SURVEY DISK
 CZ2403_SETTING: 80 = SET IN A BOULDER
 CZ2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2403+STABILITY: SURFACE MOTION
 CZ2403
 CZ2403  HISTORY     - Date     Condition        Report By
 CZ2403  HISTORY     - 1921     MONUMENTED       USGS
 CZ2403
 CZ2403                          STATION DESCRIPTION
 CZ2403
 CZ2403'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2403'LOCATED ABOUT 10 MI SW. OF CASA GRANDE.  ON HIGHEST POINT OF LONE
 CZ2403'ROCKY HILL, ON LAND OWNED AND FENCED BY MR. CATES OF CASA GRANDE.
 CZ2403'
 CZ2403'TO REACH NOT GIVEN.
 CZ2403'
 CZ2403'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2403'UNDER CENTER OF 9-FT HIGH CAIRN.
 CZ2403'
 CZ2403'RMS--NONE SET.
 CZ2403'
 CZ2403'NOTE--FORM 9-1165, CAIRN REPORTED DESTROYED AND STATION MARK NOT
 CZ2403'FOUND, 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2091 ***********************************************************************
 DV2091  DESIGNATION -  CATHERINE
 DV2091  PID         -  DV2091
 DV2091  STATE/COUNTY-  AZ/MARICOPA
 DV2091  USGS QUAD   -  LAVEEN (1973)
 DV2091
 DV2091                         *CURRENT SURVEY CONTROL
 DV2091  ___________________________________________________________________
 DV2091* NAD 83(1992)-  33 16 02.86266(N)    112 08 46.68794(W)     ADJUSTED  
 DV2091* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 DV2091  ___________________________________________________________________
 DV2091  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DV2091  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2091
 DV2091  HORZ ORDER  -  SECOND
 DV2091
 DV2091.The horizontal coordinates were established by classical geodetic methods
 DV2091.and adjusted by the National Geodetic Survey in August 1993..
 DV2091
 DV2091.The orthometric height was scaled from a topographic map.
 DV2091
 DV2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2091
 DV2091.The geoid height was determined by GEOID03.
 DV2091
 DV2091;                    North         East     Units Scale Factor Converg.
 DV2091;SPC AZ C     -   251,435.441   191,966.921   MT  0.99990564   -0 07 33.5
 DV2091;SPC AZ C     -   824,919.43    629,812.73   iFT  0.99990564   -0 07 33.5
 DV2091;UTM  12      - 3,681,524.309   393,238.621   MT  0.99974053   -0 37 43.9
 DV2091
 DV2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2091!SPC AZ C     -   0.99995407  x   0.99990564  =   0.99985971
 DV2091!UTM  12      -   0.99995407  x   0.99974053  =   0.99969461
 DV2091
 DV2091:                Primary Azimuth Mark                     Grid Az
 DV2091:SPC AZ C     -  JACKSON                                  093 21 09.0
 DV2091:UTM  12      -  JACKSON                                  093 51 19.4
 DV2091
 DV2091|---------------------------------------------------------------------|
 DV2091| PID    Reference Object                     Distance      Geod. Az  |
 DV2091|                                                           dddmmss.s |
 DV2091| DV2083 JACKSON                             APPROX.10.6 KM 0931335.5 |
 DV2091| CH4963 CATHERINE RM 1                        8.728 METERS 22856     |
 DV2091| CH4964 CATHERINE RM 2                       10.442 METERS 31859     |
 DV2091|---------------------------------------------------------------------|
 DV2091
 DV2091                          SUPERSEDED SURVEY CONTROL
 DV2091
 DV2091  NAD 83(1986)-  33 16 02.85553(N)    112 08 46.69266(W) AD(       ) 2
 DV2091  NAD 27      -  33 16 02.68600(N)    112 08 44.16000(W) AD(       ) 2
 DV2091
 DV2091.Superseded values are not recommended for survey control.
 DV2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2091.See file dsdata.txt to determine how the superseded data were derived.
 DV2091
 DV2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9323981524(NAD 83)
 DV2091_MARKER: DS = TRIANGULATION STATION DISK
 DV2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2091
 DV2091  HISTORY     - Date     Condition        Report By
 DV2091  HISTORY     - 1935     MONUMENTED       CGS
 DV2091  HISTORY     - 1986     GOOD             LOCSUR
 DV2091  HISTORY     - 19880105 GOOD             LOCSUR
 DV2091
 DV2091                          STATION DESCRIPTION
 DV2091
 DV2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2091'TO REACH FROM ST. JOHNS INDIAN MISSION, GO EAST 1.2 MILES
 DV2091'TO A SCHOOL, TURN LEFT OFF GRADED ROAD AND GO NORTH, PASSING
 DV2091'A SMALL SUN DIAL, 0.1 MILE TO A SIX-POINT FORK.  TAKE THE ROAD
 DV2091'LEADING EAST AND GO 0.35 MILE TO ANOTHER CROSS ROAD.  CONTINUE
 DV2091'STRAIGHT AHEAD FOR 0.3 MILE (EAST).  TAKE RIGHT FORK EAST
 DV2091'FOR 0.1 MILE.  GO STRAIGHT AHEAD EAST FOR 0.3 MILE TO A LOG
 DV2091'CORRAL.  AT THE NORTHEAST CORNER OF CORRAL, TAKE THE LEFT
 DV2091'FORK, GO 0.1 MILE TO A CROSS ROAD.  FROM THIS CROSS ROAD,
 DV2091'GO STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 DV2091'SIDE OF THE ROAD.  MARKED BY STANDARD BRONZE DISKS.
 DV2091'REFERENCE MARK NO. 1, A
 DV2091'STANDARD BRONZE REFERENCE DISK IS 8.728 METERS
 DV2091'(28.64 FEET) FROM STATION S 48 DEG 56 MIN W.
 DV2091'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 DV2091'IS 10.442 METERS (34.26 FEET) FROM STATION N 41 DEG 01 MIN W.
 DV2091
 DV2091                          STATION RECOVERY (1986)
 DV2091
 DV2091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV2091'RECOVERED IN GOOD CONDITION.
 DV2091
 DV2091                          STATION RECOVERY (1988)
 DV2091
 DV2091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (EK)
 DV2091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1154 ***********************************************************************
 ES1154  DESIGNATION -  CATHOLIC PEAK
 ES1154  PID         -  ES1154
 ES1154  STATE/COUNTY-  AZ/GILA
 ES1154  USGS QUAD   -  GENTRY MOUNTAIN (1990)
 ES1154
 ES1154                         *CURRENT SURVEY CONTROL
 ES1154  ___________________________________________________________________
 ES1154* NAD 83(1992)-  34 03 18.59924(N)    110 51 24.89622(W)     ADJUSTED  
 ES1154* NAVD 88     -      1967.3    (meters)    6454.     (feet)  VERTCON   
 ES1154  ___________________________________________________________________
 ES1154  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 ES1154  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 ES1154
 ES1154  HORZ ORDER  -  THIRD
 ES1154
 ES1154.The horizontal coordinates were established by classical geodetic methods
 ES1154.and adjusted by the National Geodetic Survey in August 1993..
 ES1154
 ES1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1154
 ES1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1154
 ES1154.The geoid height was determined by GEOID03.
 ES1154
 ES1154;                    North         East     Units Scale Factor Converg.
 ES1154;SPC AZ E     -   338,987.408   149,638.544   MT  0.99995004   -0 23 11.6
 ES1154;SPC AZ E     - 1,112,163.41    490,940.10   iFT  0.99995004   -0 23 11.6
 ES1154;UTM  12      - 3,768,281.986   513,204.990   MT  0.99960215   +0 04 48.5
 ES1154
 ES1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1154!SPC AZ E     -   0.99969521  x   0.99995004  =   0.99964527
 ES1154!UTM  12      -   0.99969521  x   0.99960215  =   0.99929748
 ES1154
 ES1154:                Primary Azimuth Mark                     Grid Az
 ES1154:SPC AZ E     -  MID                                      109 35 18.5
 ES1154:UTM  12      -  MID                                      109 07 18.4
 ES1154
 ES1154|---------------------------------------------------------------------|
 ES1154| PID    Reference Object                     Distance      Geod. Az  |
 ES1154|                                                           dddmmss.s |
 ES1154| ES0957 MID                                 APPROX. 6.9 KM 1091206.9 |
 ES1154|---------------------------------------------------------------------|
 ES1154
 ES1154                          SUPERSEDED SURVEY CONTROL
 ES1154
 ES1154  NAD 83(1986)-  34 03 18.59311(N)    110 51 24.90082(W) AD(       ) 3
 ES1154  NGVD 29 (04/27/90) 1966.5    (m)         6452.     (f) VERT ANG       
 ES1154
 ES1154.Superseded values are not recommended for survey control.
 ES1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1154.See file dsdata.txt to determine how the superseded data were derived.
 ES1154
 ES1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1320568282(NAD 83)
 ES1154_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1154_SETTING: 80 = SET IN A BOULDER
 ES1154_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1154+STABILITY: SURFACE MOTION
 ES1154
 ES1154  HISTORY     - Date     Condition        Report By
 ES1154  HISTORY     - 1926     MONUMENTED       USFS
 ES1154  HISTORY     - 1960     GOOD             USGS
 ES1154
 ES1154                          STATION DESCRIPTION
 ES1154
 ES1154'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1154'RECOVERED IN GOOD CONDITION.
 ES1154'
 ES1154'LOCATED ABOUT 6.5 MI SE. OF YOUNG, 3 MI W. OF Q RANCH, 2 MI E. OF
 ES1154'CHERRY CREEK.  ON HIGHEST POINT OF CATHOLIC PEAK.
 ES1154'
 ES1154'TO REACH FROM YOUNG POST OFFICE, DRIVE 10.6 MI NE. ON THE
 ES1154'HEBER-YOUNG RD. TO RD. FORK.  TURN RIGHT 8.3 MI SE. TO MAIN GATE
 ES1154'OF Q RANCH.  TURN RIGHT FOLLOWING JEEP RD. ALONG BASE AND SIDE OF
 ES1154'RIDGE 4 MI W. TO TOP OF RIDGE BETWEEN VOSBURG MTN. AND CATHOLIC
 ES1154'PEAK.  LEAVE JEEP AND HIKE ABOUT 1500 FT. NE. TO TOP OF MOUNTAIN
 ES1154'AND STATION.  A 30-MINUTE PACK.
 ES1154'
 ES1154'STATION MARK--USFS DEPARTMENT OF AGRICULTURE DISK
 ES1154'STAMPED---CATHOLIC PEAK 1926---, CEMENTED IN DRILL HOLE IN BURIED
 ES1154'BOULDER.
 ES1154'
 ES1154'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0243 ***********************************************************************
 GQ0243  DESIGNATION -  CAUFMAN
 GQ0243  PID         -  GQ0243
 GQ0243  STATE/COUNTY-  AZ/COCONINO
 GQ0243  USGS QUAD   -  VULCANS THRONE (1967)
 GQ0243
 GQ0243                         *CURRENT SURVEY CONTROL
 GQ0243  ___________________________________________________________________
 GQ0243* NAD 83(1992)-  36 08 45.62008(N)    113 03 00.53260(W)     ADJUSTED  
 GQ0243* NAVD 88     -      2020.6    (meters)    6629.     (feet)  VERTCON   
 GQ0243  ___________________________________________________________________
 GQ0243  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 GQ0243  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 GQ0243
 GQ0243  HORZ ORDER  -  THIRD
 GQ0243
 GQ0243.The horizontal coordinates were established by classical geodetic methods
 GQ0243.and adjusted by the National Geodetic Survey in August 1993..
 GQ0243
 GQ0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0243
 GQ0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0243
 GQ0243.The geoid height was determined by GEOID03.
 GQ0243
 GQ0243;                    North         East     Units Scale Factor Converg.
 GQ0243;SPC AZ C     -   571,307.271   111,358.022   MT  1.00002816   -0 40 07.1
 GQ0243;SPC AZ C     - 1,874,367.69    365,347.84   iFT  1.00002816   -0 40 07.1
 GQ0243;UTM  12      - 4,002,089.719   315,554.158   MT  1.00001919   -1 12 34.6
 GQ0243
 GQ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0243!SPC AZ C     -   0.99968676  x   1.00002816  =   0.99971491
 GQ0243!UTM  12      -   0.99968676  x   1.00001919  =   0.99970595
 GQ0243
 GQ0243:                Primary Azimuth Mark                     Grid Az
 GQ0243:SPC AZ C     -  EMMA                                     320 57 01.9
 GQ0243:UTM  12      -  EMMA                                     321 29 29.4
 GQ0243
 GQ0243|---------------------------------------------------------------------|
 GQ0243| PID    Reference Object                     Distance      Geod. Az  |
 GQ0243|                                                           dddmmss.s |
 GQ0243| GQ0365 EMMA                                APPROX.17.1 KM 3201654.8 |
 GQ0243|---------------------------------------------------------------------|
 GQ0243
 GQ0243                          SUPERSEDED SURVEY CONTROL
 GQ0243
 GQ0243  NAD 83(1986)-  36 08 45.61074(N)    113 03 00.52774(W) AD(       ) 3
 GQ0243  NGVD 29 (05/08/89) 2019.6    (m)         6626.     (f) VERT ANG       
 GQ0243
 GQ0243.Superseded values are not recommended for survey control.
 GQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0243.See file dsdata.txt to determine how the superseded data were derived.
 GQ0243
 GQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1555402090(NAD 83)
 GQ0243_MARKER: DS = TRIANGULATION STATION DISK
 GQ0243_SETTING: 80 = SET IN A BOULDER
 GQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0243+STABILITY: SURFACE MOTION
 GQ0243
 GQ0243  HISTORY     - Date     Condition        Report By
 GQ0243  HISTORY     - 1933     MONUMENTED       USGS
 GQ0243
 GQ0243                          STATION DESCRIPTION
 GQ0243
 GQ0243'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0243'LOCATED 20.5 MI N. AND 3 MI E. OF PINE SPRING, 4.5 MI S. OF SOUTH
 GQ0243'RIM OF GRAND CANYON.  ON HAULPAI INDIAN RESERVATION, ON PROMINENT
 GQ0243'TIMBERED KNOLL ON EAST RIM OF PROSPECT WASH CANYON, NEAR EAST RIM
 GQ0243'OF KNOLL COVERED WITH PINON AND JUNIPER TIMBER.
 GQ0243'
 GQ0243'TO REACH FROM T-RD. INTERSECTION WITH PINE SPRING TO BISHOPS TANK
 GQ0243'RD. (7.1 MI NE. OF RD. FORK TO PINE SPRING, ALSO 1.3 MI SW. OF
 GQ0243'CORRAL ON MAIN RD. IN LAGOON VALLEY), TAKE DIM RD. 10.5 MI N. TO
 GQ0243'CAUFMAN CABIN, CONTINUE 0.7 MI N. TO IRON POST AT WEST SIDE OF
 GQ0243'RD. (T31N RS7 AND 8W), GO 3.1 MI N. AND PASS ON EAST SIDE OF DRY
 GQ0243'TANK AND CORRAL, CONTINUE 20.7 MI N. FROM INTERSECTION WITH PINE
 GQ0243'SPRING TO BISHOPS TANK RD. TO POINT WHERE IT TURNS EAST IN SMALL
 GQ0243'BURN, 0.35 MI NNE. FROM POINT WHERE RD. ANGLES NE. AND W. IN
 GQ0243'RAVINE, GO N. 20 DEGREES ABOUT 1.5 MI TO STATION.
 GQ0243'
 GQ0243'STATION MARK--BRONZE TABLET STAMPED---CAUFMAN 1934---, CEMENTED IN
 GQ0243'LIMESTONE BOULDER SET IN EARTH.
 GQ0243'
 GQ0243'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 5-INCH PINON TREE.
 GQ0243'
 GQ0243'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LIMESTONE
 GQ0243'LEDGE AT EAST BREAK OF KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1817 ***********************************************************************
 DV1817  DESIGNATION -  CAVE
 DV1817  PID         -  DV1817
 DV1817  STATE/COUNTY-  AZ/MARICOPA
 DV1817  USGS QUAD   -  UNION HILLS (1981)
 DV1817
 DV1817                         *CURRENT SURVEY CONTROL
 DV1817  ___________________________________________________________________
 DV1817* NAD 83(1992)-  33 40 09.58189(N)    112 04 43.30253(W)     ADJUSTED  
 DV1817* NAVD 88     -       436.043  (meters)    1430.58   (feet)  ADJUSTED  
 DV1817  ___________________________________________________________________
 DV1817  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1817  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1817  DYNAMIC HT  -         435.535 (meters)    1428.92  (feet)  COMP
 DV1817  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV1817
 DV1817  HORZ ORDER  -  SECOND
 DV1817  VERT ORDER  -  SECOND    CLASS I
 DV1817
 DV1817.The horizontal coordinates were established by classical geodetic methods
 DV1817.and adjusted by the National Geodetic Survey in August 1993..
 DV1817
 DV1817.The orthometric height was determined by differential leveling
 DV1817.and adjusted by the National Geodetic Survey in November 1993..
 DV1817
 DV1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1817
 DV1817.The geoid height was determined by GEOID03.
 DV1817
 DV1817.The dynamic height is computed by dividing the NAVD 88
 DV1817.geopotential number by the normal gravity value computed on the
 DV1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1817.degrees latitude (g = 980.6199 gals.).
 DV1817
 DV1817.The modeled gravity was interpolated from observed gravity values.
 DV1817
 DV1817;                    North         East     Units Scale Factor Converg.
 DV1817;SPC AZ C     -   295,991.388   198,334.776   MT  0.99990278   -0 05 23.4
 DV1817;SPC AZ C     -   971,100.35    650,704.65   iFT  0.99990278   -0 05 23.4
 DV1817;UTM  12      - 3,726,014.665   399,998.217   MT  0.99972328   -0 35 53.1
 DV1817
 DV1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1817!SPC AZ C     -   0.99993618  x   0.99990278  =   0.99983896
 DV1817!UTM  12      -   0.99993618  x   0.99972328  =   0.99965948
 DV1817
 DV1817:                Primary Azimuth Mark                     Grid Az
 DV1817:SPC AZ C     -  CAVE AZ MK                               113 56 55.5
 DV1817:UTM  12      -  CAVE AZ MK                               114 27 25.2
 DV1817
 DV1817|---------------------------------------------------------------------|
 DV1817| PID    Reference Object                     Distance      Geod. Az  |
 DV1817|                                                           dddmmss.s |
 DV1817| DV1820 CAVE AZ MK                          460.828 METERS 1135132.1 |
 DV1817| DV1818 CAVE RM 1                            22.883 METERS 18128     |
 DV1817| DV1819 CAVE RM 2                            14.085 METERS 25930     |
 DV1817|---------------------------------------------------------------------|
 DV1817
 DV1817                          SUPERSEDED SURVEY CONTROL
 DV1817
 DV1817  NAD 83(1986)-  33 40 09.57673(N)    112 04 43.30879(W) AD(       ) 2
 DV1817  NGVD 29 (11/30/89)  435.49   (m)         1428.8    (f) LEVELING    3  
 DV1817
 DV1817.Superseded values are not recommended for survey control.
 DV1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1817.See file dsdata.txt to determine how the superseded data were derived.
 DV1817
 DV1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9999826015(NAD 83)
 DV1817_MARKER: DS = TRIANGULATION STATION DISK
 DV1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1817_SP_SET: CONCRETE POST
 DV1817_STAMPING: CAVE 1983
 DV1817_MARK LOGO: AZDT  
 DV1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1817+STABILITY: SURFACE MOTION
 DV1817
 DV1817  HISTORY     - Date     Condition        Report By
 DV1817  HISTORY     - 1983     MONUMENTED       AZDT
 DV1817  HISTORY     - 1984     GOOD             AZDT
 DV1817  HISTORY     - 19910506 GOOD             USPSQD
 DV1817
 DV1817                          STATION DESCRIPTION
 DV1817
 DV1817'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV1817'THE STATION IS LOCATED IN NORTHERN PHOENIX NEAR THE INTERSECTION OF
 DV1817'5TH AVENUE AND BEARDSLY ROAD.
 DV1817'
 DV1817'THE STATION MARK IS AN AZDT DISK STAMPED---CAVE 1983---.  IT IS SET IN
 DV1817'TOP OF A 10 INCH CONCRETE MONUMENT, 500 FEET EAST OF 5TH AVENUE, 60
 DV1817'FEET WEST OF PHOENIX MEMORIAL PARK, 22 FEET NORTH OF THE CENTER LINE
 DV1817'OF BEARDSLY ROAD.
 DV1817'
 DV1817'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CAVE RM 1 1983---.  IT IS
 DV1817'SET IN THE CURB OF BEARDSLY ROAD.
 DV1817'
 DV1817'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CAVE RM 2 1983---.  IT IS
 DV1817'SET IN THE CURB OF BEARDSLY ROAD.
 DV1817'
 DV1817'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV1817'AND UNION HILLS DRIVE IN NORTHERN PHOENIX, TRAVEL NORTH 1.0 MILE ALONG
 DV1817'ALONG THE EAST FRONTAGE ROAD TO BEARDSLY ROAD.  TURN RIGHT AND TRAVEL
 DV1817'EAST ALONG BEARDSLY ROAD FOR 2.1 MILES TO THE STATION ON THE LEFT.
 DV1817'
 DV1817'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL EAST ALONG BEARDSLY
 DV1817'ROAD FOR 0.25 MILE TO A TRACK ROAD ON THE RIGHT AT A FENCELINE.  TURN
 DV1817'RIGHT AND TRAVEL SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 DV1817'20 FEET WEST OF THE ROAD, 34 FEET NORTHWEST OF POWER POLE NUMBER
 DV1817'165262 AND 4 FEET NORTHEAST OF THE WITNESS POST.
 DV1817
 DV1817                          STATION RECOVERY (1984)
 DV1817
 DV1817'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1817'IN PHOENIX.
 DV1817'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1817'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO THE MARK ON
 DV1817'THE LEFT, 18.29 METERS (60.0 FT) WEST OF PHOENIX MEMORIAL PARK, 6.71
 DV1817'METERS (22.0 FT) NORTH OF THE BEARDSLY ROAD CENTERLINE, AND A STANDARD
 DV1817'AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1817
 DV1817                          STATION RECOVERY (1991)
 DV1817
 DV1817'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1293 ***********************************************************************
 DV1293  DESIGNATION -  CAVE
 DV1293  PID         -  DV1293
 DV1293  STATE/COUNTY-  AZ/MARICOPA
 DV1293  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1293
 DV1293                         *CURRENT SURVEY CONTROL
 DV1293  ___________________________________________________________________
 DV1293* NAD 83(1986)-  33 35 47.     (N)    112 06 44.     (W)     SCALED    
 DV1293* NAVD 88     -       389.365  (meters)    1277.44   (feet)  ADJUSTED  
 DV1293  ___________________________________________________________________
 DV1293  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1293  DYNAMIC HT  -         388.915 (meters)    1275.97  (feet)  COMP
 DV1293  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1293
 DV1293  VERT ORDER  -  FIRST     CLASS II
 DV1293
 DV1293.The horizontal coordinates were scaled from a topographic map and have
 DV1293.an estimated accuracy of +/- 6 seconds.
 DV1293
 DV1293.The orthometric height was determined by differential leveling
 DV1293.and adjusted by the National Geodetic Survey in November 1993..
 DV1293
 DV1293.The geoid height was determined by GEOID03.
 DV1293
 DV1293.The dynamic height is computed by dividing the NAVD 88
 DV1293.geopotential number by the normal gravity value computed on the
 DV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1293.degrees latitude (g = 980.6199 gals.).
 DV1293
 DV1293.The modeled gravity was interpolated from observed gravity values.
 DV1293
 DV1293;                    North         East    Units  Estimated Accuracy
 DV1293;SPC AZ C     -   287,910.      195,210.      MT  (+/- 180 meters Scaled)
 DV1293
 DV1293                          SUPERSEDED SURVEY CONTROL
 DV1293
 DV1293.No superseded survey control is available for this station.
 DV1293
 DV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968179(NAD 83)
 DV1293_MARKER: DB = BENCH MARK DISK
 DV1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1293_SP_SET: CONCRETE BRIDGE
 DV1293_STAMPING: CAVE
 DV1293_MARK LOGO: AZ0370
 DV1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1293
 DV1293  HISTORY     - Date     Condition        Report By
 DV1293  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1293  HISTORY     - 1981     GOOD             AZDT
 DV1293  HISTORY     - 19910504 POOR             USPSQD
 DV1293
 DV1293                          STATION DESCRIPTION
 DV1293
 DV1293'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1293'PHOENIX.
 DV1293'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1293'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO CACTUS ROAD, THENCE 0.3
 DV1293'MILE (0.48 KM) EAST TO A BRIDGE AND THE MARK ON THE NORTHEAST
 DV1293'CORNER OF BRIDGE, 5.0 FT (1.52 METERS) SOUTH OF RAIL, 36 FT (11
 DV1293'METERS) NORTH OF CENTERLINE OF CACTUS ROAD, 8.0 FT (2.4 METERS)
 DV1293'SOUTHWEST OF SOUTHEAST CORNER OF NORTHEAST DADO.
 DV1293
 DV1293                          STATION RECOVERY (1991)
 DV1293
 DV1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0305 ***********************************************************************
 GQ0305  DESIGNATION -  CAVE
 GQ0305  PID         -  GQ0305
 GQ0305  STATE/COUNTY-  AZ/COCONINO
 GQ0305  USGS QUAD   -  FOSSIL BAY (1988)
 GQ0305
 GQ0305                         *CURRENT SURVEY CONTROL
 GQ0305  ___________________________________________________________________
 GQ0305* NAD 83(1992)-  36 19 18.25183(N)    112 33 50.97909(W)     ADJUSTED  
 GQ0305* NAVD 88     -      1911.4    (meters)    6271.     (feet)  VERTCON   
 GQ0305  ___________________________________________________________________
 GQ0305  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GQ0305  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0305
 GQ0305  HORZ ORDER  -  FIRST
 GQ0305
 GQ0305.The horizontal coordinates were established by classical geodetic methods
 GQ0305.and adjusted by the National Geodetic Survey in June 1998..
 GQ0305
 GQ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0305
 GQ0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0305
 GQ0305.The geoid height was determined by GEOID03.
 GQ0305
 GQ0305;                    North         East     Units Scale Factor Converg.
 GQ0305;SPC AZ C     -   590,404.436   155,223.034   MT  0.99994163   -0 23 00.7
 GQ0305;SPC AZ C     - 1,937,022.43    509,261.92   iFT  0.99994163   -0 23 00.7
 GQ0305;UTM  12      - 4,020,770.053   359,595.496   MT  0.99984289   -0 55 35.9
 GQ0305
 GQ0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0305!SPC AZ C     -   0.99970376  x   0.99994163  =   0.99964540
 GQ0305!UTM  12      -   0.99970376  x   0.99984289  =   0.99954669
 GQ0305
 GQ0305:                Primary Azimuth Mark                     Grid Az
 GQ0305:SPC AZ C     -  SIGNAL HILL                              132 25 06.9
 GQ0305:UTM  12      -  SIGNAL HILL                              132 57 42.1
 GQ0305
 GQ0305|---------------------------------------------------------------------|
 GQ0305| PID    Reference Object                     Distance      Geod. Az  |
 GQ0305|                                                           dddmmss.s |
 GQ0305| GQ0298 SIGNAL HILL                         APPROX.25.0 KM 1320206.2 |
 GQ0305| CH2882 CAVE RM 1                             5.958 METERS 13750     |
 GQ0305| CH2883 CAVE RM 2                            10.240 METERS 25019     |
 GQ0305| CH2884 CAVE RM 3 AZIMUTH                                  3154059.9 |
 GQ0305|---------------------------------------------------------------------|
 GQ0305
 GQ0305                          SUPERSEDED SURVEY CONTROL
 GQ0305
 GQ0305  NAD 83(1992)-  36 19 18.25183(N)    112 33 50.97909(W) AD(       ) 1
 GQ0305  NAD 83(1986)-  36 19 18.24327(N)    112 33 50.97633(W) AD(       ) 1
 GQ0305  NAD 27      -  36 19 18.31500(N)    112 33 48.30600(W) AD(       ) 1
 GQ0305  NGVD 29 (05/08/89) 1910.5    (m)         6268.     (f) VERT ANG       
 GQ0305
 GQ0305.Superseded values are not recommended for survey control.
 GQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0305.See file dsdata.txt to determine how the superseded data were derived.
 GQ0305
 GQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5959520770(NAD 83)
 GQ0305_MARKER: DS = TRIANGULATION STATION DISK
 GQ0305_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0305
 GQ0305  HISTORY     - Date     Condition        Report By
 GQ0305  HISTORY     - 1934     MONUMENTED       CGS
 GQ0305  HISTORY     - 1952     GOOD             CGS
 GQ0305  HISTORY     - 1953     GOOD             FAS
 GQ0305  HISTORY     - 1956     GOOD             USGS
 GQ0305  HISTORY     - 1972     GOOD             AZHD
 GQ0305
 GQ0305                          STATION DESCRIPTION
 GQ0305
 GQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0305'ON THE HIGHEST POINT OF THE HIGH PLATEAU THAT TERMINATES IN
 GQ0305'GREAT THUMB POINT ABOUT 7-3/4 MILES NE OF EASTERN HILLTOP
 GQ0305'(STOREHOUSE AND END OF ROAD) 5 MILES W AND S OF GREAT THUMB
 GQ0305'POINT, 1 MILE SW OF THE MOST NORTHERN POINT OF THE CLIFFS AT THE
 GQ0305'HEAD OF FOSSIL BAY, 3 MILES N OF THE END OF THE ROAD THAT
 GQ0305'LEADS N ALONG THE EDGE OF THE CLIFFS AT THE EDGE OF FOSSIL
 GQ0305'BAY, 200 YARDS W OF THE EDGE OF THE CLIFFS.  STATION IS ON
 GQ0305'THE SW END OF A GENTLE HILL, THE CREST OF WHICH RUNS NE AND
 GQ0305'SW.  THE NORTHEASTERN END BEING SLIGHTLY LOWER AND BARE.
 GQ0305'CLEARING WAS NECESSARY FOR ALL LINES.
 GQ0305'
 GQ0305'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0305'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0305'
 GQ0305'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 200 YARDS NW IN ROCK
 GQ0305'OUTCROP.
 GQ0305'
 GQ0305'REACHED FROM GRAND CANYON VILLAGE BY GOING W ON THE HILLTOP
 GQ0305'ROAD 22 MILES TO THE JUNCTION WITH THE PASTURE WASH ROAD.
 GQ0305'CONTINUE ON THE HILLTOP ROAD 1.3 MILES AND PASS THROUGH DRIFT
 GQ0305'FENCE GATE.  CONTINUE 10.1 MILES AND TURN RIGHT OFF MAIN
 GQ0305'ROAD (OLD WAGONS AND PILE OF STEEL RAILS AT THIS POINT).
 GQ0305'FOLLOW THIS ROAD ALONG TELEPHONE LINE 3.6 MILES, TAKE MIDDLE
 GQ0305'FORK OF THREE AND GO 2.3 MILES TO END OF TRUCK TRAVEL.
 GQ0305'TRAIL LEADS FROM HERE ALONG THE EDGE OF CLIFFS TO STATION.
 GQ0305'TWO HOURS PACK.
 GQ0305
 GQ0305                          STATION RECOVERY (1952)
 GQ0305
 GQ0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0305'STATION WAS RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED AND
 GQ0305'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE TO
 GQ0305'REACH THE STATION.
 GQ0305
 GQ0305                          STATION RECOVERY (1953)
 GQ0305
 GQ0305'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GQ0305'RECOVERED STATION AND REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 GQ0305'PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GQ0305
 GQ0305                          STATION RECOVERY (1956)
 GQ0305
 GQ0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0305'RECOVERED IN GOOD CONDITION.
 GQ0305
 GQ0305                          STATION RECOVERY (1972)
 GQ0305
 GQ0305'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0305'GENERAL LOCATION 5 MILES W. AND S. OF GREAT THUMB POINT
 GQ0305'AND 1 MILE SW OF THE MOST NORTHERN POINT OF THE CLIFFS AT
 GQ0305'THE HEAD OF FOSSIL BAY AND ABOUT 35 MILES WNW OF GRAND CANYON
 GQ0305'VILLAGE
 GQ0305'
 GQ0305'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0305'
 GQ0305'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0305'STAMPED CAVE 1934
 GQ0305'
 GQ0305'REFERENCE MARKS STD USC AND GS BC, SET IN DRILL HOLE
 GQ0305'IN BEDROCK COND GOOD
 GQ0305'
 GQ0305'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0368 ***********************************************************************
 CF0368  DESIGNATION -  CAVE
 CF0368  PID         -  CF0368
 CF0368  STATE/COUNTY-  AZ/COCHISE
 CF0368  USGS QUAD   -  PORTAL NE (1987)
 CF0368
 CF0368                         *CURRENT SURVEY CONTROL
 CF0368  ___________________________________________________________________
 CF0368* NAD 83(1992)-  31 54 17.00412(N)    109 07 18.15394(W)     ADJUSTED  
 CF0368* NAVD 88     -      1544.9    (meters)    5069.     (feet)  VERTCON   
 CF0368  ___________________________________________________________________
 CF0368  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 CF0368  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CF0368
 CF0368  HORZ ORDER  -  SECOND
 CF0368
 CF0368.The horizontal coordinates were established by classical geodetic methods
 CF0368.and adjusted by the National Geodetic Survey in August 1993..
 CF0368
 CF0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0368
 CF0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0368
 CF0368.The geoid height was determined by GEOID03.
 CF0368
 CF0368;                    North         East     Units Scale Factor Converg.
 CF0368;SPC AZ E     -   100,779.604   312,195.815   MT  1.00002044   +0 33 08.3
 CF0368;SPC AZ E     -   330,641.75  1,024,264.48   iFT  1.00002044   +0 33 08.3
 CF0368;UTM  12      - 3,531,414.046   677,611.947   MT  0.99998906   +0 59 34.6
 CF0368
 CF0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0368!SPC AZ E     -   0.99976159  x   1.00002044  =   0.99978203
 CF0368!UTM  12      -   0.99976159  x   0.99998906  =   0.99975065
 CF0368
 CF0368|---------------------------------------------------------------------|
 CF0368| PID    Reference Object                     Distance      Geod. Az  |
 CF0368|                                                           dddmmss.s |
 CF0368| CS5390 CAVE RM 2                             9.110 METERS 19053     |
 CF0368| CF0422 SILVER PK LOH                       APPROX. 7.3 KM 2705413.7 |
 CF0368| CS5389 CAVE RM 1                             3.438 METERS 30337     |
 CF0368|---------------------------------------------------------------------|
 CF0368
 CF0368                          SUPERSEDED SURVEY CONTROL
 CF0368
 CF0368  NAD 83(1986)-  31 54 17.00353(N)    109 07 18.14935(W) AD(       ) 2
 CF0368  NGVD 29 (03/13/91) 1544.1    (m)         5066.     (f) VERT ANG       
 CF0368
 CF0368.Superseded values are not recommended for survey control.
 CF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0368.See file dsdata.txt to determine how the superseded data were derived.
 CF0368
 CF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7761231414(NAD 83)
 CF0368_MARKER: DS = TRIANGULATION STATION DISK
 CF0368_SETTING: 66 = SET IN ROCK OUTCROP
 CF0368_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0368+STABILITY: POSITION/ELEVATION WELL
 CF0368
 CF0368  HISTORY     - Date     Condition        Report By
 CF0368  HISTORY     - 1957     MONUMENTED       USGS
 CF0368  HISTORY     - 1982     GOOD             AZDT
 CF0368
 CF0368                          STATION DESCRIPTION
 CF0368
 CF0368'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0368'LOCATED ABOUT 39 MI N. OF US-MEXICO BORDER, 4.5 MI W. OF AZ-NM
 CF0368'STATE LINE.  ON HIGHEST TOP OF SMALL CHAIN OF LOW HILLS
 CF0368'EXTENDING IN EASTERLY DIRECTION FROM CHIRICAHUA MTNS.
 CF0368'
 CF0368'TO REACH FROM RODEO, NM, DRIVE N. ON U.S. HWY. 80 2.6 MI TO
 CF0368'RD. FORKS AND SIGN PORTAL 8.  TAKE LEFT FORK 0.7 MI TO RD.
 CF0368'FORKS AND SIGN CHIRICAHUA NATIONAL MONUMENT.  TAKE RIGHT FORK
 CF0368'4.8 MI TO DRIVEWAY TO RANCH HOUSE (S.) AND BERT ROBERTS MAIL BOX.
 CF0368'FOLLOW DRIVEWAY 0.2 MI, CONTINUE ALONG FENCE TOP AND STATION.
 CF0368'
 CF0368'STATION MARK IS A STANDARD TABLET STAMPED---CAVE 1957---
 CF0368'CEMENTED IN SOLID ROCK.
 CF0368'
 CF0368'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0368'IN SOLID ROCK.
 CF0368'
 CF0368'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0368'IN SOLID ROCK.
 CF0368
 CF0368                          STATION RECOVERY (1982)
 CF0368
 CF0368'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0368'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF RODEO NEW MEXICO, 4.5
 CF0368'MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE ON THE HIGHEST TOP OF
 CF0368'A CHAIN OF LOW HILLS WHICH EXTENDS EAST FROM THE CHIRICAHUA MOUNTAINS.
 CF0368'
 CF0368'THE STATION MARK IS A USGS DISK STAMPED---CAVE 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'REFERENCE MARK 1 IS A USGS DISK STAMPED---NO 1 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'REFERENCE MARK 2 IS A USGS DISK STAMPED---NO 2 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO, TRAVEL
 CF0368'NORTH ALONG U.S. HIGHWAY 80 FOR 2.75 MILES TO A PAVED ROAD ON THE LEFT
 CF0368'TURN LEFT AND TRAVEL WEST FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK
 CF0368'FOR 5.1 MILES TO A ROAD ON THE LEFT WHICH LEADS TO A RANCH.  TURN LEFT
 CF0368'AND TRAVEL SOUTHWEST FOR 0.15 MILE TO A DIM FORK ON THE LEFT.  TAKE
 CF0368'THE LEFT FORK FOR 150 FEET TO THE END OF TRUCK TRAVEL.  PACK SOUTH
 CF0368'ALONG THE EAST SIDE OF THE FENCELINE TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1820 ***********************************************************************
 DV1820  DESIGNATION -  CAVE AZ MK
 DV1820  PID         -  DV1820
 DV1820  STATE/COUNTY-  AZ/MARICOPA
 DV1820  USGS QUAD   -  UNION HILLS (1981)
 DV1820
 DV1820                         *CURRENT SURVEY CONTROL
 DV1820  ___________________________________________________________________
 DV1820* NAD 83(1992)-  33 40 03.53167(N)    112 04 26.94321(W)     ADJUSTED  
 DV1820* NAVD 88     -       436.620  (meters)    1432.48   (feet)  ADJUSTED  
 DV1820  ___________________________________________________________________
 DV1820  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DV1820  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1820  DYNAMIC HT  -         436.111 (meters)    1430.81  (feet)  COMP
 DV1820  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DV1820
 DV1820  HORZ ORDER  -  SECOND
 DV1820  VERT ORDER  -  SECOND    CLASS I
 DV1820
 DV1820.The horizontal coordinates were established by classical geodetic methods
 DV1820.and adjusted by the National Geodetic Survey in August 1993..
 DV1820.No horizontal observational check was made to the station.
 DV1820
 DV1820.The orthometric height was determined by differential leveling
 DV1820.and adjusted by the National Geodetic Survey in November 1993..
 DV1820
 DV1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1820
 DV1820.The geoid height was determined by GEOID03.
 DV1820
 DV1820.The dynamic height is computed by dividing the NAVD 88
 DV1820.geopotential number by the normal gravity value computed on the
 DV1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1820.degrees latitude (g = 980.6199 gals.).
 DV1820
 DV1820.The modeled gravity was interpolated from observed gravity values.
 DV1820
 DV1820;                    North         East     Units Scale Factor Converg.
 DV1820;SPC AZ C     -   295,804.347   198,755.890   MT  0.99990263   -0 05 14.3
 DV1820;SPC AZ C     -   970,486.70    652,086.25   iFT  0.99990263   -0 05 14.3
 DV1820;UTM  12      - 3,725,823.930   400,417.580   MT  0.99972225   -0 35 43.9
 DV1820
 DV1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1820!SPC AZ C     -   0.99993609  x   0.99990263  =   0.99983872
 DV1820!UTM  12      -   0.99993609  x   0.99972225  =   0.99965835
 DV1820
 DV1820                          SUPERSEDED SURVEY CONTROL
 DV1820
 DV1820  NAD 83(1986)-  33 40 03.52651(N)    112 04 26.94949(W) AD(       ) 2
 DV1820  NGVD 29 (11/30/89)  436.1    (m)         1431.     (f) LEVELING    3  
 DV1820
 DV1820.Superseded values are not recommended for survey control.
 DV1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1820.See file dsdata.txt to determine how the superseded data were derived.
 DV1820
 DV1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0041825824(NAD 83)
 DV1820_MARKER: DZ = AZIMUTH MARK DISK
 DV1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1820_SP_SET: CONCRETE POST
 DV1820_STAMPING: CAVE AZ 1983
 DV1820_MARK LOGO: AZDT  
 DV1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1820+STABILITY: SURFACE MOTION
 DV1820
 DV1820  HISTORY     - Date     Condition        Report By
 DV1820  HISTORY     - 1983     MONUMENTED       AZDT
 DV1820  HISTORY     - 1984     GOOD             AZDT
 DV1820
 DV1820                          STATION DESCRIPTION
 DV1820
 DV1820'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1820'IN PHOENIX.
 DV1820'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1820'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.78 KM (2.35 MI) TO A TRACK ROAD
 DV1820'ON THE RIGHT (AT A NORTH-SOUTH FENCELINE), THENCE SOUTH FOR 160.94
 DV1820'METERS (528.0 FT) TO THE MARK ON THE LEFT, 6.10 METERS (20.0 FT) WEST
 DV1820'OF ROAD, 10.36 METERS (34.0 FT) NORTHWEST OF POWER POLE 165262, AND AN
 DV1820'AZDT ALUMINUM CAP IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2227 ***********************************************************************
 DU2227  DESIGNATION -  CAVE CREEK
 DU2227  PID         -  DU2227
 DU2227  STATE/COUNTY-  AZ/MARICOPA
 DU2227  USGS QUAD   -  CAVE CREEK (1981)
 DU2227
 DU2227                         *CURRENT SURVEY CONTROL
 DU2227  ___________________________________________________________________
 DU2227* NAD 83(1992)-  33 48 54.87535(N)    111 56 28.89189(W)     ADJUSTED  
 DU2227* NAVD 88     -      1037.3    (meters)    3403.     (feet)  VERTCON   
 DU2227  ___________________________________________________________________
 DU2227  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2227  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DU2227
 DU2227  HORZ ORDER  -  SECOND
 DU2227
 DU2227.The horizontal coordinates were established by classical geodetic methods
 DU2227.and adjusted by the National Geodetic Survey in August 1993..
 DU2227
 DU2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2227
 DU2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2227
 DU2227.The geoid height was determined by GEOID03.
 DU2227
 DU2227;                    North         East     Units Scale Factor Converg.
 DU2227;SPC AZ C     -   312,162.811   211,074.119   MT  0.99990006   -0 00 49.5
 DU2227;SPC AZ C     - 1,024,156.20    692,500.39   iFT  0.99990006   -0 00 49.5
 DU2227;UTM  12      - 3,742,069.131   412,878.290   MT  0.99969357   -0 31 26.1
 DU2227
 DU2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2227!SPC AZ C     -   0.99984169  x   0.99990006  =   0.99974177
 DU2227!UTM  12      -   0.99984169  x   0.99969357  =   0.99953531
 DU2227
 DU2227|---------------------------------------------------------------------|
 DU2227| PID    Reference Object                     Distance      Geod. Az  |
 DU2227|                                                           dddmmss.s |
 DU2227| CH4968 CAVE CREEK RM 3                       3.338 METERS 03632     |
 DU2227| CH5853 LINE AZ MK                                         0943340.8 |
 DU2227| CH4970 CAVE CREEK AZ MK 2                                 2440350.7 |
 DU2227| CH4966 CAVE CREEK RM 1                       3.671 METERS 27631     |
 DU2227| CH4969 CAVE CREEK RM 4                       2.911 METERS 32706     |
 DU2227| CH4965 CAVE CREEK AZ MK                                   3304703.6 |
 DU2227| CH4967 CAVE CREEK RM 2                       7.621 METERS 34335     |
 DU2227|---------------------------------------------------------------------|
 DU2227
 DU2227                          SUPERSEDED SURVEY CONTROL
 DU2227
 DU2227  NAD 83(1986)-  33 48 54.86984(N)    111 56 28.89533(W) AD(       ) 2
 DU2227  NAD 27      -  33 48 54.73300(N)    111 56 26.36300(W) AD(       ) 2
 DU2227  NGVD 29 (07/19/86) 1036.7    (m)         3401.     (f) VERT ANG       
 DU2227
 DU2227.Superseded values are not recommended for survey control.
 DU2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2227.See file dsdata.txt to determine how the superseded data were derived.
 DU2227
 DU2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1287842069(NAD 83)
 DU2227_MARKER: DS = TRIANGULATION STATION DISK
 DU2227_SETTING: 66 = SET IN ROCK OUTCROP
 DU2227
 DU2227  HISTORY     - Date     Condition        Report By
 DU2227  HISTORY     - 1946     MONUMENTED       CGS
 DU2227  HISTORY     - 1947     GOOD             CGS
 DU2227  HISTORY     - 1974     GOOD             NGS
 DU2227  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 DU2227
 DU2227                          STATION DESCRIPTION
 DU2227
 DU2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2227'STATION IS LOCATED ON A SHARP BARE PEAK KNOWN LOCALLY AS BLACK
 DU2227'MOUNTAIN AND BY APPROXIMATE AIRLINE DISTANCES IS LOCATED 1-1/4
 DU2227'MILES SOUTH OF THE POST OFFICE AT CAVE CREEK, AND 3/4 MILE EAST OF
 DU2227'THE PHOENIX TO CAVE CREEK ROAD.
 DU2227'
 DU2227'TO REACH FROM THE POST OFFICE IN CAVE CREEK--GO WESTERLY THENCE
 DU2227'SOUTH ON THE PHOENIX ROAD FOR 0.5 MILE TO A CATTLE GUARD AND THE
 DU2227'AZIMUTH MARK IN THE CONCRETE ABUTMENT ON THE NORTHWEST END OF THE
 DU2227'CATTLE GUARD.  CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.35 MILE
 DU2227'TO A SIDE ROAD LEFT JUST BEFORE CROSSING A SMALL WASH.  TURN LEFT
 DU2227'ON THIS ROAD, EASTERLY TOWARDS THE MOUNTAIN 0.3 MILE TO AN OLD
 DU2227'BUILDING SITE, THENCE CONTINUE FOR 0.15 MILE TO THE END OF
 DU2227'TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP THE STEEP SLOPE TO
 DU2227'THE HIGHEST POINT AND THE STATION--ABOUT A 3/4 HOUR PACK.
 DU2227'
 DU2227'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 DU2227'STAMPED CAVE CREEK 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 DU2227'BEDROCK FLUSH WITH THE GROUND, AND LOCATED 6-1/2 FT EAST-SOUTHEAST
 DU2227'OF A 6 FOOT CAIRN WHICH IS THE HIGHEST POINT ON THE MOUNTAIN.
 DU2227'
 DU2227'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED CAVE
 DU2227'CREEK NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2227'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND, AND IS LOCATED
 DU2227'WEST OF THE STATION ON ABOUT THE SAME LEVEL.
 DU2227'
 DU2227'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED CAVE
 DU2227'CREEK NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2227'WHICH PROJECTS ABOUT 16 INCHES ABOVE THE GROUND, AND IS LOCATED
 DU2227'NORTH-NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER.
 DU2227'
 DU2227'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED CAVE
 DU2227'CREEK 1946, IS SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT ON THE
 DU2227'NORTHWEST END OF A CATTLE GUARD.  IT IS 12-1/2 FEET NORTHWEST OF
 DU2227'THE CENTER OF THE ROAD AND IS ABOUT 6 INCHES HIGHER.  IT IS ALSO
 DU2227'NORTH-NORTHWEST OF THE STATION.
 DU2227
 DU2227                          STATION RECOVERY (1947)
 DU2227
 DU2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2227'THE STATION IS LOCATED ON A SHARP BARE PEAK LOCALLY KNOWN AS BLACK
 DU2227'MOUNTAIN, APPROXIMATELY 1.3 MILE AIRLINE SOUTH OF THE POST OFFICE
 DU2227'IN CAVE CREEK AND 0.7 MILE EAST OF THE PHOENIX TO CAVE CREEK
 DU2227'ROAD, A BRONZE DISK AS DESCRIBED IN NOTE 2, 6 FEET EAST-SOUTHEAST
 DU2227'OF A 6 FOOT ROCK CAIRN WHICH IS ON THE HIGHEST PART OF THE
 DU2227'MOUNTAIN, PROJECTS 1 FOOT AND IS STAMPED CAVE CREEK 1946.
 DU2227'
 DU2227'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DU2227'6 FEET WEST OF A 6 FOOT ROCK CAIRN, PROJECTS 1 FOOT AND IS ABOUT
 DU2227'THE SAME ELEVATION AS STATION AND IS STAMPED CAVE CREEK NO 1 1946.
 DU2227'
 DU2227'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DU2227'PROJECTS ABOUT 3 FEET AND IS APPROXIMATELY 3 FEET LOWER THAN
 DU2227'STATION AND STAMPED CAVE CREEK NO 2 1946.
 DU2227'
 DU2227'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE NORTHWEST CORNER OF
 DU2227'THE WEST ABUTMENT OF A CONCRETE CATTLE GUARD, 50 FEET SOUTH OF A Y
 DU2227'IN ROAD, PROJECTS 6 INCHES AND IS STAMPED CAVE CREEK 1946.
 DU2227'
 DU2227'THE SECOND AZIMUTH MARK IS A BRONZE DISK,
 DU2227'60 FEET SOUTHWEST OF A POWER LINE POLE, 50 FEET WEST-NORTHWEST OF
 DU2227'THE CENTER LINE OF ROAD AT INTERSECTION OF ROAD EAST, 4 FEET
 DU2227'NORTHWEST OF A 4 X 4 WITNESS POST, FLUSH WITH THE GROUND SURFACE,
 DU2227'APPROXIMATELY 0.7 MILE SOUTHWEST OF STATION AND IS STAMPED CAVE
 DU2227'CREEK 1947.
 DU2227'
 DU2227'TO REACH FROM THE POST OFFICE AT CAVE CREEK.  GO WESTERLY THENCE
 DU2227'SOUTH FOR 0.5 MILE ON THE PHOENIX ROAD TO A CATTLE GUARD AND THE
 DU2227'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE SOUTH ON THE MAIN ROAD
 DU2227'FOR 1.35 MILE TO A SIDE ROAD LEFT JUST BEFORE CROSSING A WASH.
 DU2227'TURN LEFT ON THIS ROAD, EASTERLY TOWARD THE MOUNTAIN FOR 0.3 MILE
 DU2227'TO AN OLD BUILDING SITE.  THENCE CONTINUE FOR APPROXIMATELY 0.2
 DU2227'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY
 DU2227'UP THE STEEP SLOPE TO THE HIGHEST POINT AND STATION SITE.  A 45
 DU2227'MINUTE PACK.
 DU2227'
 DU2227'TO REACH THE SECOND AZIMUTH FROM THE POINT WHERE YOU LEAVE THE
 DU2227'PHOENIX ROAD MENTIONED IN THE DESCRIPTION.  CONTINUE SOUTH ON THE
 DU2227'MAIN ROAD FOR 0.55 MILES TO THE INTERSECTION OF A ROAD EAST AND
 DU2227'AZIMUTH MARK AS DESCRIBED ABOVE.
 DU2227'
 DU2227'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 DU2227
 DU2227                          STATION RECOVERY (1974)
 DU2227
 DU2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2227'THE STATION MARK WAS RECOVERED IN PLACE, REFERENCE MARKS 1 AND
 DU2227'2 AND THE 1946 AND 1947 AZIMUTH MARKS WERE SEARCHED FOR BUT NOT
 DU2227'RECOVERED.  THE STATION MARK WAS REPAIRED IN PLACE WITH CONCRETE,
 DU2227'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE AZIMUTH MARK FOR
 DU2227'STATION LINE 1946 WAS CUT IN TO SERVE FOR AN AZIMUTH MARK.
 DU2227'
 DU2227'THE STATION MARK IS A STANDARD DISK STAMPED, CAVE CREEK 1946.  IT
 DU2227'IS SET IN A DRILL HOLE IN A LARGE OUTCROP OF ROCK WHICH PROJECTS
 DU2227'ABOUT 1 FOOT.  THE MARK IS ABOUT 8 FEET EAST OF THE HIGHEST PART
 DU2227'OF THE MOUNTAIN.
 DU2227'
 DU2227'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CAVE CREEK 1946 NO 3
 DU2227'1974.  IT IS SET IN A DRILL HOLE IN TOP OF AN OUTCROP WHICH IS ABOUT
 DU2227'3 FEET LOWER THAN THE STATION.
 DU2227'
 DU2227'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CAVE CREEK 1946 NO 4
 DU2227'1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 DU2227'THE SAME ELEVATION AS THE STATION.
 DU2227'
 DU2227'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LINE 1946.  IT IS SET
 DU2227'IN A DRILL HOLE IN TOP OF A 7 FOOT BOULDER WHICH IS ON THE EAST
 DU2227'SLOPE OF A LOW ROCKY HILL.  TO REACH THE AZIMUTH MARK FROM CAVE
 DU2227'CREEK SCHOOL IN CAVE CREEK, GO EAST ALONG CAVE CREEK ROAD FOR 1.4
 DU2227'MILES TO TOM DARLINGTON ROAD (SCOTTSDALE ROAD) ON THE RIGHT,
 DU2227'CONTINUE EAST FOR 1.1 MILES TO MULE TRAIN ROAD ON THE RIGHT.
 DU2227'TURN RIGHT FOR 0.15 MILE TO BASE OF ROCKY HILL AND MARK ON THE
 DU2227'EAST SLOPE OF HILL.
 DU2227'
 DU2227'TO REACH THE STATION FROM CAVE CREEK SCHOOL IN CAVE CREEK, GO
 DU2227'SOUTH ALONG SCHOOL HOUSE ROAD FOR ABOUT 1/2 MILE TO ITS END, PACK
 DU2227'ALONG THE TRAIL WHICH FOLLOWS THE MAIN RIDGE TO THE TOP OF
 DU2227'MOUNTAIN AND STATION.
 DU2227'
 DU2227'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2227'
 DU2227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DU2227'SOUTH OF CAVE CREEK
 DU2227
 DU2227                          STATION RECOVERY (2002)
 DU2227
 DU2227'RECOVERY NOTE BY US POWER SQUADRON 2002
 DU2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1818 ***********************************************************************
 DV1818  DESIGNATION -  CAVE RM 1
 DV1818  PID         -  DV1818
 DV1818  STATE/COUNTY-  AZ/MARICOPA
 DV1818  USGS QUAD   -  UNION HILLS (1981)
 DV1818
 DV1818                         *CURRENT SURVEY CONTROL
 DV1818  ___________________________________________________________________
 DV1818* NAD 83(1992)-  33 40 08.83943(N)    112 04 43.32518(W)     ADJUSTED  
 DV1818* NAVD 88     -       435.985  (meters)    1430.39   (feet)  ADJUSTED  
 DV1818  ___________________________________________________________________
 DV1818  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1818  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1818  DYNAMIC HT  -         435.477 (meters)    1428.73  (feet)  COMP
 DV1818  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1818
 DV1818  HORZ ORDER  -  SECOND
 DV1818  VERT ORDER  -  SECOND    CLASS I
 DV1818
 DV1818.The horizontal coordinates were established by classical geodetic methods
 DV1818.and adjusted by the National Geodetic Survey in August 1993..
 DV1818.No horizontal observational check was made to the station.
 DV1818
 DV1818.The orthometric height was determined by differential leveling
 DV1818.and adjusted by the National Geodetic Survey in November 1993..
 DV1818
 DV1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1818
 DV1818.The geoid height was determined by GEOID03.
 DV1818
 DV1818.The dynamic height is computed by dividing the NAVD 88
 DV1818.geopotential number by the normal gravity value computed on the
 DV1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1818.degrees latitude (g = 980.6199 gals.).
 DV1818
 DV1818.The modeled gravity was interpolated from observed gravity values.
 DV1818
 DV1818;                    North         East     Units Scale Factor Converg.
 DV1818;SPC AZ C     -   295,968.516   198,334.157   MT  0.99990278   -0 05 23.4
 DV1818;SPC AZ C     -   971,025.31    650,702.61   iFT  0.99990278   -0 05 23.4
 DV1818;UTM  12      - 3,725,991.803   399,997.395   MT  0.99972329   -0 35 53.1
 DV1818
 DV1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1818!SPC AZ C     -   0.99993619  x   0.99990278  =   0.99983897
 DV1818!UTM  12      -   0.99993619  x   0.99972329  =   0.99965950
 DV1818
 DV1818                          SUPERSEDED SURVEY CONTROL
 DV1818
 DV1818  NAD 83(1986)-  33 40 08.83427(N)    112 04 43.33145(W) AD(       ) 2
 DV1818  NGVD 29 (11/30/89)  435.4    (m)         1428.     (f) LEVELING    3  
 DV1818
 DV1818.Superseded values are not recommended for survey control.
 DV1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1818.See file dsdata.txt to determine how the superseded data were derived.
 DV1818
 DV1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9999725992(NAD 83)
 DV1818_MARKER: DR = REFERENCE MARK DISK
 DV1818_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1818_SP_SET: CURB
 DV1818_STAMPING: CAVE RM 1 1983
 DV1818_MARK LOGO: AZDT  
 DV1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1818
 DV1818  HISTORY     - Date     Condition        Report By
 DV1818  HISTORY     - 1983     MONUMENTED       AZDT
 DV1818  HISTORY     - 1984     GOOD             AZDT
 DV1818  HISTORY     - 19910506 GOOD             USPSQD
 DV1818
 DV1818                          STATION DESCRIPTION
 DV1818
 DV1818'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1818'IN PHOENIX.
 DV1818'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1818'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO STATION CAVE
 DV1818'AZDT AND THE MARK, 22.88 METERS (75.07 FT) SOUTH OF STATION CAVE AZDT,
 DV1818'AND AN AZDT ALUMINUM CAP EPOXIED ON THE CURB.
 DV1818
 DV1818                          STATION RECOVERY (1991)
 DV1818
 DV1818'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1819 ***********************************************************************
 DV1819  DESIGNATION -  CAVE RM 2
 DV1819  PID         -  DV1819
 DV1819  STATE/COUNTY-  AZ/MARICOPA
 DV1819  USGS QUAD   -  UNION HILLS (1981)
 DV1819
 DV1819                         *CURRENT SURVEY CONTROL
 DV1819  ___________________________________________________________________
 DV1819* NAD 83(1992)-  33 40 09.49858(N)    112 04 43.84011(W)     ADJUSTED  
 DV1819* NAVD 88     -       435.965  (meters)    1430.33   (feet)  ADJUSTED  
 DV1819  ___________________________________________________________________
 DV1819  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1819  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1819  DYNAMIC HT  -         435.457 (meters)    1428.66  (feet)  COMP
 DV1819  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV1819
 DV1819  HORZ ORDER  -  SECOND
 DV1819  VERT ORDER  -  SECOND    CLASS I
 DV1819
 DV1819.The horizontal coordinates were established by classical geodetic methods
 DV1819.and adjusted by the National Geodetic Survey in August 1993..
 DV1819.No horizontal observational check was made to the station.
 DV1819
 DV1819.The orthometric height was determined by differential leveling
 DV1819.and adjusted by the National Geodetic Survey in November 1993..
 DV1819
 DV1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1819
 DV1819.The geoid height was determined by GEOID03.
 DV1819
 DV1819.The dynamic height is computed by dividing the NAVD 88
 DV1819.geopotential number by the normal gravity value computed on the
 DV1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1819.degrees latitude (g = 980.6199 gals.).
 DV1819
 DV1819.The modeled gravity was interpolated from observed gravity values.
 DV1819
 DV1819;                    North         East     Units Scale Factor Converg.
 DV1819;SPC AZ C     -   295,988.844   198,320.924   MT  0.99990279   -0 05 23.7
 DV1819;SPC AZ C     -   971,092.01    650,659.20   iFT  0.99990279   -0 05 23.7
 DV1819;UTM  12      - 3,726,012.243   399,984.346   MT  0.99972332   -0 35 53.4
 DV1819
 DV1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1819!SPC AZ C     -   0.99993619  x   0.99990279  =   0.99983899
 DV1819!UTM  12      -   0.99993619  x   0.99972332  =   0.99965953
 DV1819
 DV1819                          SUPERSEDED SURVEY CONTROL
 DV1819
 DV1819  NAD 83(1986)-  33 40 09.49342(N)    112 04 43.84639(W) AD(       ) 2
 DV1819  NGVD 29 (11/30/89)  435.4    (m)         1428.     (f) LEVELING    3  
 DV1819
 DV1819.Superseded values are not recommended for survey control.
 DV1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1819.See file dsdata.txt to determine how the superseded data were derived.
 DV1819
 DV1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9998426012(NAD 83)
 DV1819_MARKER: DR = REFERENCE MARK DISK
 DV1819_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1819_SP_SET: CURB
 DV1819_STAMPING: CAVE RM 2 1983
 DV1819_MARK LOGO: AZDT  
 DV1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1819
 DV1819  HISTORY     - Date     Condition        Report By
 DV1819  HISTORY     - 1983     MONUMENTED       AZDT
 DV1819  HISTORY     - 1984     GOOD             AZDT
 DV1819  HISTORY     - 19910506 GOOD             USPSQD
 DV1819
 DV1819                          STATION DESCRIPTION
 DV1819
 DV1819'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1819'IN PHOENIX.
 DV1819'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1819'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO STATION CAVE
 DV1819'AZDT AND THE MARK, 14.09 METERS (46.21 FT) WEST OF STATION CAVE AZDT,
 DV1819'AND AN AZDT ALUMINUM CAP EPOXIED ON THE CURB.
 DV1819
 DV1819                          STATION RECOVERY (1991)
 DV1819
 DV1819'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1054 ***********************************************************************
 CG1054  DESIGNATION -  CAYETANO
 CG1054  PID         -  CG1054
 CG1054  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1054  USGS QUAD   -  SAN CAYETANO MTS (1981)
 CG1054
 CG1054                         *CURRENT SURVEY CONTROL
 CG1054  ___________________________________________________________________
 CG1054* NAD 83(1992)-  31 32 01.51362(N)    110 57 44.42990(W)     ADJUSTED  
 CG1054* NAVD 88     -      1830.9    (meters)    6007.     (feet)  VERTCON   
 CG1054  ___________________________________________________________________
 CG1054  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CG1054  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CG1054
 CG1054  HORZ ORDER  -  FIRST
 CG1054
 CG1054.The horizontal coordinates were established by classical geodetic methods
 CG1054.and adjusted by the National Geodetic Survey in August 1993..
 CG1054
 CG1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1054
 CG1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1054
 CG1054.The geoid height was determined by GEOID03.
 CG1054
 CG1054;                    North         East     Units Scale Factor Converg.
 CG1054;SPC AZ C     -    59,568.274   303,983.356   MT  1.00000126   +0 29 56.9
 CG1054;SPC AZ C     -   195,433.97    997,320.72   iFT  1.00000126   +0 29 56.9
 CG1054;UTM  12      - 3,488,758.329   503,574.915   MT  0.99960016   +0 01 10.9
 CG1054
 CG1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1054!SPC AZ C     -   0.99971720  x   1.00000126  =   0.99971846
 CG1054!UTM  12      -   0.99971720  x   0.99960016  =   0.99931747
 CG1054
 CG1054|---------------------------------------------------------------------|
 CG1054| PID    Reference Object                     Distance      Geod. Az  |
 CG1054|                                                           dddmmss.s |
 CG1054| CG1057 CAYETANO RM 1                        13.508 METERS 02149     |
 CG1054| CG1056 CAYETANO RM 2                        19.061 METERS 08328     |
 CG1054| CC7115 CAYETANO AZ MK                                     2514123.3 |
 CG1054|---------------------------------------------------------------------|
 CG1054
 CG1054                          SUPERSEDED SURVEY CONTROL
 CG1054
 CG1054  NAD 83(1986)-  31 32 01.50194(N)    110 57 44.42503(W) AD(       ) 1
 CG1054  NAD 27      -  31 32 01.17100(N)    110 57 42.10500(W) AD(       ) 1
 CG1054  NGVD 29 (07/19/86) 1830.0    (m)         6004.     (f) VERT ANG       
 CG1054
 CG1054.Superseded values are not recommended for survey control.
 CG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1054.See file dsdata.txt to determine how the superseded data were derived.
 CG1054
 CG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0357588758(NAD 83)
 CG1054_MARKER: DS = TRIANGULATION STATION DISK
 CG1054_SETTING: 66 = SET IN ROCK OUTCROP
 CG1054
 CG1054  HISTORY     - Date     Condition        Report By
 CG1054  HISTORY     - 1935     MONUMENTED       USGS
 CG1054  HISTORY     - 1949     GOOD             CGS
 CG1054  HISTORY     - 1957     POOR             USGS
 CG1054
 CG1054                          STATION DESCRIPTION
 CG1054
 CG1054'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CG1054'ABOUT 14 MILES NORTH OF NOGALES IN NE. COR. SEC. 12, T. 22 S., R.
 CG1054'13 E., ABOUT 4 MILES EAST OF U.S. HIGHWAY NO. 89, ON THE NORTHERLY
 CG1054'AND HIGHEST ONE OF THE THREE PEAKS OF THE CAYETANO MOUNTAINS,
 CG1054'A PROMINENT LONE PEAK RISING FROM THE SERIES OF LOW, PARALLEL
 CG1054'RIDGES BETWEEN THE HIGHWAY AND THE FOOTHILLS OF THE PATAGONIA
 CG1054'MOUNTAINS.  IN THE APPROXIMATE CENTER OF THE CREST OF THE OBLONG
 CG1054'SUMMIT JUST SOUTH OF A SHALLOW SADDLE.  MARKED BY A STANDARD
 CG1054'U.S. GEOLOGICAL SURVEY DISK, STAMPED CAYETANO 1935, SET IN
 CG1054'BEDROCK.REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1054'REFERENCE DISK, STAMPED CAYETANO 1935-1936 NO. 1, IS
 CG1054'ALONG CREST OF RIDGE, NEAR ITS NORTH END, IN AN OUTCROP OF
 CG1054'LEDGE ROCK AND 13.352 METERS (43.81 FEET) FROM STATION IN
 CG1054'AZIMUTH 201 DEG 49 MIN.  REFERENCE MARK NO. 2, A STANDARD
 CG1054'BRONZE REFERENCE DISK, STAMPED CAYETANO 1935-1936
 CG1054'NO. 2, IS DOWN NORTHEAST SLOPE OF SUMMIT, ABOUT 30 FEET BELOW
 CG1054'STATION, IN TOP OF ROCK LEDGE AND 18.860 METERS (61.88 FEET)
 CG1054'FROM STATION N 83 DEG 28 MIN E. THE AZIMUTH MARK, A
 CG1054'STANDARD BRONZE DISK, IS ON U.S. HIGHWAY NO. 89, ABOUT
 CG1054'ONE-HALF MILE NORTH OF A BRICK SCHOOL BUILDING ON WEST SIDE OF THE
 CG1054'ROAD, ABOUT 100 YARDS NORTHWEST OF AN OLD ADOBE HOUSE, 50 YARDS
 CG1054'NORTH OF OVERHEAD GUY-WIRE, IN THE TOP OF THE SOUTH END OF THE
 CG1054'EAST HEADWALL OF A SMALL CONCRETE CULVERT UNDER THE HIGHWAY AND
 CG1054'ABOUT 3 MILES FROM STATION S 71 DEG 41 MIN W.
 CG1054
 CG1054                          STATION RECOVERY (1949)
 CG1054
 CG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FHT)
 CG1054'LETTER FROM MR. F.H. TREGO, 1746 CHEROKEE AVENUE, HOLLYWOOD,
 CG1054'CALIFORNIA, DATED OCTOBER 8, 1949--
 CG1054'
 CG1054'STATION SIGNAL IS IN GOOD CONDITION.
 CG1054
 CG1054                          STATION RECOVERY (1957)
 CG1054
 CG1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1054'STATION FOUND LYING IN CAIRN AT APPROXIMATE ORIGINAL SITE.
 CG1054'
 CG1054'REFERENCE MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1055 ***********************************************************************
 CG1055  DESIGNATION -  CAYETANO 2
 CG1055  PID         -  CG1055
 CG1055  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1055  USGS QUAD   -  SAN CAYETANO MTS (1981)
 CG1055
 CG1055                         *CURRENT SURVEY CONTROL
 CG1055  ___________________________________________________________________
 CG1055* NAD 83(1992)-  31 32 01.50549(N)    110 57 44.43516(W)     ADJUSTED  
 CG1055* NAVD 88     -      1832.     (meters)    6010.     (feet)  SCALED    
 CG1055  ___________________________________________________________________
 CG1055  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CG1055  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CG1055
 CG1055  HORZ ORDER  -  SECOND
 CG1055
 CG1055.The horizontal coordinates were established by classical geodetic methods
 CG1055.and adjusted by the National Geodetic Survey in August 1993..
 CG1055
 CG1055.The orthometric height was scaled from a topographic map.
 CG1055
 CG1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1055
 CG1055.The geoid height was determined by GEOID03.
 CG1055
 CG1055;                    North         East     Units Scale Factor Converg.
 CG1055;SPC AZ C     -    59,568.023   303,983.220   MT  1.00000126   +0 29 56.9
 CG1055;SPC AZ C     -   195,433.15    997,320.28   iFT  1.00000126   +0 29 56.9
 CG1055;UTM  12      - 3,488,758.078   503,574.777   MT  0.99960016   +0 01 10.9
 CG1055
 CG1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1055!SPC AZ C     -   0.99971704  x   1.00000126  =   0.99971830
 CG1055!UTM  12      -   0.99971704  x   0.99960016  =   0.99931731
 CG1055
 CG1055|---------------------------------------------------------------------|
 CG1055| PID    Reference Object                     Distance      Geod. Az  |
 CG1055|                                                           dddmmss.s |
 CG1055| CG1057 CAYETANO RM 1                        13.792 METERS 02158     |
 CG1055| CG1056 CAYETANO RM 2                        19.228 METERS 08246     |
 CG1055| CC7114 CAYETANO 2 RM 3                       6.866 METERS 19008     |
 CG1055| CG1091 CALABASAS                           APPROX. 6.0 KM 2512033.3 |
 CG1055| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX. 9.3 KM 2944554.8 |
 CG1055|---------------------------------------------------------------------|
 CG1055
 CG1055                          SUPERSEDED SURVEY CONTROL
 CG1055
 CG1055  NAD 83(1986)-  31 32 01.49380(N)    110 57 44.43029(W) AD(       ) 2
 CG1055  NAD 27      -  31 32 01.16430(N)    110 57 42.11320(W) AD(       ) 2
 CG1055
 CG1055.Superseded values are not recommended for survey control.
 CG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1055.See file dsdata.txt to determine how the superseded data were derived.
 CG1055
 CG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0357588758(NAD 83)
 CG1055_MARKER: DS = TRIANGULATION STATION DISK
 CG1055_SETTING: 66 = SET IN ROCK OUTCROP
 CG1055
 CG1055  HISTORY     - Date     Condition        Report By
 CG1055  HISTORY     - 1959     MONUMENTED       CGS
 CG1055
 CG1055                          STATION DESCRIPTION
 CG1055
 CG1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1055'THE STATION IS ABOUT 14 MILES NORTH OF NOGALES AND ABOUT 4-1/2
 CG1055'MILES EAST OF U.S. HIGHWAY 89 ON THE NORTHERLY AND HIGHEST ONE
 CG1055'OF THE THREE PEAKS OF HE CAYETANO MOUNTAINS.
 CG1055'
 CG1055'TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI GO SOUTH
 CG1055'ON U.S. HIGHWAY 89 FOR 0.35 MIEL TO A T ROAD LEFT AND SIGNS, SAN
 CG1055'CAYETANO RANCH RANCHO EL CANTO.  TURN LEFT, EAST, FOR 0.7
 CG1055'MIL TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH
 CG1055'FOR 1.1 MILES TO A CATTLE GUARD AND A FORK JUST AFTER CROSSING
 CG1055'THE CATTLE GUARD.  TAKE LEFT FORK AND GO 0.2 MILE TO ANOTHER
 CG1055'FORK, TAKE LEFT FORK FOR 0.1 MILE TO A FORK AT A WASH, TAKE LEFT
 CG1055'FORK SOUTHEAST FOR 0.6 MILE TO A DIM TRACK ROAD ON THE LEFT.
 CG1055'HERE TURN LEFT AND FOLLOW THE OLD TRACK ROAD EASTWARD FOR
 CG1055'2.6 MILES TO AN OLD MINE AND THE END OF TRUCK TRAVEL.  FROM
 CG1055'HERE PACK EASTWARD TO THE CREST OF THE RIDGE THEN PACK
 CG1055'SOUTH TO THE HIGHEST PEAK AND THE STATION.  LENGTH OF PACK IS
 CG1055'ABOUT 2-1/2 HOURS.
 CG1055'
 CG1055'THE STATION MARK, STAMPED CAYETANO 2 1959, IS A STANDARD DISK
 CG1055'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 8 FEET SOUTH OF A CAIRN
 CG1055'AND 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CG1055'
 CG1055'REFERENCE MARK 1, STAMPED CAYETANO USGS NO 1 1935, IS A STANDARD
 CG1055'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1/2 FOOT SOUTH
 CG1055'OF A CAIRN AND ABOUT 6 FEET BELOW STATION ELEVATION.
 CG1055'
 CG1055'REFERENCE MARK 2, STAMPED CAYETANO USGS NO 2 1935, IS A STANDARD
 CG1055'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET WEST OF A
 CG1055'CAIRN AND ABOUT 25 FEET BELOW STATION ELEVATION.
 CG1055'
 CG1055'REFERENCE MARK 3, STAMPED CAYETANO 2 NO 3 1959, IS A STANDARD DISK
 CG1055'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 CG1055'IT IS 1/2 FOOT NORTH OF A CAIRN.
 CG1055'
 CG1055'TRIANGULATION STATION CALABASAS MAY BE USED AS AN AZIMUTH MARK.
 CG1055'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0015 ***********************************************************************
 CZ0015  DESIGNATION -  CC
 CZ0015  PID         -  CZ0015
 CZ0015  STATE/COUNTY-  AZ/COCHISE
 CZ0015  USGS QUAD   -  DRAGOON (1995)
 CZ0015
 CZ0015                         *CURRENT SURVEY CONTROL
 CZ0015  ___________________________________________________________________
 CZ0015* NAD 83(1986)-  32 02 32.     (N)    110 05 39.     (W)     SCALED    
 CZ0015* NAVD 88     -      1440.28   (+/-2cm)    4725.3    (feet)  VERTCON   
 CZ0015  ___________________________________________________________________
 CZ0015  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CZ0015
 CZ0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0015
 CZ0015.The horizontal coordinates were scaled from a topographic map and have
 CZ0015.an estimated accuracy of +/- 6 seconds.
 CZ0015
 CZ0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0015.The vertical order pertains to the NGVD 29 superseded value.
 CZ0015
 CZ0015.The geoid height was determined by GEOID03.
 CZ0015
 CZ0015;                    North         East    Units  Estimated Accuracy
 CZ0015;SPC AZ E     -   115,550.      220,210.      MT  (+/- 180 meters Scaled)
 CZ0015
 CZ0015                          SUPERSEDED SURVEY CONTROL
 CZ0015
 CZ0015  NGVD 29 (??/??/92) 1439.394  (m)         4722.41   (f) ADJ UNCH    2 0
 CZ0015
 CZ0015.Superseded values are not recommended for survey control.
 CZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0015.See file dsdata.txt to determine how the superseded data were derived.
 CZ0015
 CZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA855454(NAD 83)
 CZ0015_MARKER: DD = SURVEY DISK
 CZ0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0015_SP_SET: BRIDGE
 CZ0015_STAMPING: CC
 CZ0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0015
 CZ0015  HISTORY     - Date     Condition        Report By
 CZ0015  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0015  HISTORY     - 1960     GOOD             NGS
 CZ0015  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0015
 CZ0015                          STATION DESCRIPTION
 CZ0015
 CZ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0015'13.95 MI E FROM BENSON.
 CZ0015'13.95 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0015'HIGHWAY 86, 0.5 MILE EAST OF MILEPOST 306, 30 FEET NORTHWEST OF THE
 CZ0015'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, ABOUT 200 YARDS SOUTHEAST OF
 CZ0015'A SERVICE STATION, CEMENTED IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0015'A CONCRETE BRIDGE, ABOUT 6 INCHES LOWER THAN THE HIGHWAY.
 CZ0015
 CZ0015                          STATION RECOVERY (1979)
 CZ0015
 CZ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0015'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NO SERVICE STATION WAS
 CZ0015'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0074 ***********************************************************************
 GQ0074  DESIGNATION -  CC 254
 GQ0074  PID         -  GQ0074
 GQ0074  STATE/COUNTY-  AZ/MOHAVE
 GQ0074  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0074
 GQ0074                         *CURRENT SURVEY CONTROL
 GQ0074  ___________________________________________________________________
 GQ0074* NAD 83(1986)-  36 08 39.     (N)    113 59 41.     (W)     SCALED    
 GQ0074* NAVD 88     -       367.586  (meters)    1205.99   (feet)  POSTED    
 GQ0074  ___________________________________________________________________
 GQ0074  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0074  DYNAMIC HT  -         367.220 (meters)    1204.79  (feet)  COMP
 GQ0074  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 GQ0074
 GQ0074  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0074
 GQ0074.The horizontal coordinates were scaled from a topographic map and have
 GQ0074.an estimated accuracy of +/- 6 seconds.
 GQ0074
 GQ0074.The orthometric height was determined by differential leveling
 GQ0074.and adjusted by the National Geodetic Survey in 1992..
 GQ0074.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0074.rate of 0.0 thru 1.0 mm/km.
 GQ0074
 GQ0074.The geoid height was determined by GEOID03.
 GQ0074
 GQ0074.The dynamic height is computed by dividing the NAVD 88
 GQ0074.geopotential number by the normal gravity value computed on the
 GQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0074.degrees latitude (g = 980.6199 gals.).
 GQ0074
 GQ0074.The modeled gravity was interpolated from observed gravity values.
 GQ0074
 GQ0074;                    North         East    Units  Estimated Accuracy
 GQ0074;SPC AZ W     -   570,560.      191,340.      MT  (+/- 180 meters Scaled)
 GQ0074
 GQ0074                          SUPERSEDED SURVEY CONTROL
 GQ0074
 GQ0074  NGVD 29 (??/??/92)  366.909  (m)         1203.77   (f) ADJ UNCH    1 1
 GQ0074
 GQ0074.Superseded values are not recommended for survey control.
 GQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0074.See file dsdata.txt to determine how the superseded data were derived.
 GQ0074
 GQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF305040(NAD 83)
 GQ0074_MARKER: DB = BENCH MARK DISK
 GQ0074_SETTING: 80 = SET IN A BOULDER
 GQ0074_SP_SET: BOULDER
 GQ0074_STAMPING: CC 254 1941
 GQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0074+STABILITY: SURFACE MOTION
 GQ0074
 GQ0074  HISTORY     - Date     Condition        Report By
 GQ0074  HISTORY     - 1941     MONUMENTED       CGS
 GQ0074  HISTORY     - 1950     GOOD             NGS
 GQ0074
 GQ0074                          STATION DESCRIPTION
 GQ0074
 GQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0074'3.7 MI N FROM PIERCES FERRY.
 GQ0074'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0074'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0074'THENCE 3.2 MILES NORTH ALONG THE SHORE OF LAKE MEAD, ON THE TOP OF A
 GQ0074'4-FOOT-HIGH BOULDER, ABOUT 0.2 MILE WEST OF BM A 105 (USGS), ON THE
 GQ0074'SOUTH SLOPE OF A LONG RIDGE, 60 FEET WEST OF AND DOWN HILL FROM A
 GQ0074'CAIRN, AND ABOUT 20 FEET BELOW THE HIGH WATER MARK OF THE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6868 ***********************************************************************
 DH6868  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6868  DESIGNATION -  CD 3 RESET
 DH6868  PID         -  DH6868
 DH6868  STATE/COUNTY-  AZ/GILA
 DH6868  USGS QUAD   -  INSPIRATION (1982)
 DH6868
 DH6868                         *CURRENT SURVEY CONTROL
 DH6868  ___________________________________________________________________
 DH6868* NAD 83(1992)-  33 23 44.50850(N)    110 56 43.06124(W)     ADJUSTED  
 DH6868* NAVD 88     -      1416.19   (meters)    4646.3    (feet)  GPS OBS   
 DH6868  ___________________________________________________________________
 DH6868  X           -  -1,905,923.110 (meters)                     COMP
 DH6868  Y           -  -4,979,304.242 (meters)                     COMP
 DH6868  Z           -   3,491,445.931 (meters)                     COMP
 DH6868  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 DH6868  ELLIP HEIGHT-        1388.54  (meters)          (08/22/05) GPS OBS
 DH6868  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DH6868
 DH6868  HORZ ORDER  -  B
 DH6868  ELLP ORDER  -  FOURTH    CLASS II
 DH6868
 DH6868.The horizontal coordinates were established by GPS observations
 DH6868.and adjusted by the National Geodetic Survey in August 2005..
 DH6868
 DH6868.The orthometric height was determined by GPS observations and a
 DH6868.high-resolution geoid model using precise GPS observation and
 DH6868.processing techniques.
 DH6868
 DH6868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6868
 DH6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6868
 DH6868.The ellipsoidal height was determined by GPS observations
 DH6868.and is referenced to NAD 83.
 DH6868
 DH6868.The geoid height was determined by GEOID03.
 DH6868
 DH6868;                    North         East     Units Scale Factor Converg.
 DH6868;SPC AZ E     -   265,903.995   140,927.601   MT  0.99996466   -0 25 42.9
 DH6868;SPC AZ E     -   872,388.44    462,360.90   iFT  0.99996466   -0 25 42.9
 DH6868;UTM  12      - 3,695,156.661   505,087.400   MT  0.99960032   +0 01 48.4
 DH6868
 DH6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6868!SPC AZ E     -   0.99978205  x   0.99996466  =   0.99974672
 DH6868!UTM  12      -   0.99978205  x   0.99960032  =   0.99938246
 DH6868
 DH6868                          SUPERSEDED SURVEY CONTROL
 DH6868
 DH6868.No superseded survey control is available for this station.
 DH6868
 DH6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0508795157(NAD 83)
 DH6868_MARKER: DD = SURVEY DISK
 DH6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6868_STAMPING: CD 3 RESET 2004
 DH6868_MARK LOGO: NGS   
 DH6868_PROJECTION: FLUSH
 DH6868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6868+STABILITY: SURFACE MOTION
 DH6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6868+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DH6868
 DH6868  HISTORY     - Date     Condition        Report By
 DH6868  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6868  HISTORY     - 20060115 GOOD             USPSQD
 DH6868
 DH6868                          STATION DESCRIPTION
 DH6868
 DH6868'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6868'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE, AZ. PROCEED
 DH6868'WEST ON US-60 7.4 MILES TO ROAD LEADING NORTH TOWARD PINTO VALLEY MINE
 DH6868'(FOREST SERVICE 287) HEAD NORTH ON FS 287 500 FEET TO FS 287B. PROCEED
 DH6868'NORTHEAST AND NORTH ON FS 287B 2.2 MILES TO TURNOUT ON WEST SIDE OF
 DH6868'ROAD. PROCEED SOUTH THROUGH TURNOUT ALONG RIDGE LINE 0.1 MILES TO
 DH6868'MONUMENT. MONUMENT IS 5 FEET NORTH OF WITNESS POST.
 DH6868
 DH6868                          STATION RECOVERY (2006)
 DH6868
 DH6868'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DH6868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0680 ***********************************************************************
 ER0680  DESIGNATION -  CEADRO
 ER0680  PID         -  ER0680
 ER0680  STATE/COUNTY-  AZ/APACHE
 ER0680  USGS QUAD   -  CEADRO SPRING (1984)
 ER0680
 ER0680                         *CURRENT SURVEY CONTROL
 ER0680  ___________________________________________________________________
 ER0680* NAD 83(1992)-  34 49 18.82252(N)    109 14 13.99270(W)     ADJUSTED  
 ER0680* NAVD 88     -      1881.58   (+/-2cm)    6173.2    (feet)  VERTCON   
 ER0680  ___________________________________________________________________
 ER0680  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 ER0680  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ER0680
 ER0680  HORZ ORDER  -  SECOND
 ER0680  VERT ORDER  -  THIRD ? (See Below)
 ER0680
 ER0680.The horizontal coordinates were established by classical geodetic methods
 ER0680.and adjusted by the National Geodetic Survey in August 1993..
 ER0680
 ER0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0680.The vertical order pertains to the NGVD 29 superseded value.
 ER0680
 ER0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0680
 ER0680.The geoid height was determined by GEOID03.
 ER0680
 ER0680;                    North         East     Units Scale Factor Converg.
 ER0680;SPC AZ E     -   424,211.242   298,383.710   MT  0.99998907   +0 31 50.8
 ER0680;SPC AZ E     - 1,391,769.17    978,949.18   iFT  0.99998907   +0 31 50.8
 ER0680;UTM  12      - 3,854,708.598   661,213.262   MT  0.99992033   +1 00 24.5
 ER0680
 ER0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0680!SPC AZ E     -   0.99970836  x   0.99998907  =   0.99969743
 ER0680!UTM  12      -   0.99970836  x   0.99992033  =   0.99962871
 ER0680
 ER0680|---------------------------------------------------------------------|
 ER0680| PID    Reference Object                     Distance      Geod. Az  |
 ER0680|                                                           dddmmss.s |
 ER0680| CS5168 CEADRO RM 1                          10.081 METERS 00046     |
 ER0680| CS5169 CEADRO RM 2                          10.204 METERS 18057     |
 ER0680|---------------------------------------------------------------------|
 ER0680
 ER0680                          SUPERSEDED SURVEY CONTROL
 ER0680
 ER0680  NAD 83(1986)-  34 49 18.81908(N)    109 14 13.99824(W) AD(       ) 2
 ER0680  NGVD 29 (01/29/91) 1880.67   (m)         6170.2    (f) LEVELING    3  
 ER0680
 ER0680.Superseded values are not recommended for survey control.
 ER0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0680.See file dsdata.txt to determine how the superseded data were derived.
 ER0680
 ER0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6121354709(NAD 83)
 ER0680_MARKER: DS = TRIANGULATION STATION DISK
 ER0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0680+STABILITY: SURFACE MOTION
 ER0680
 ER0680  HISTORY     - Date     Condition        Report By
 ER0680  HISTORY     - 1982     MONUMENTED       AZDT
 ER0680
 ER0680                          STATION DESCRIPTION
 ER0680
 ER0680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0680'THE STATION IS LOCATED 22-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0680'HIGHWAY 666.
 ER0680'
 ER0680'THE STATION MARK IS AN AZDT DISK STAMPED---CEADRO 1982---.  IT IS SET
 ER0680'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 70 FEET EAST OF THE
 ER0680'CENTERLINE OF THE HIGHWAY AND 2.3 FEET EAST OF THE WITNESS POST.
 ER0680'
 ER0680'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CEADRO RM 1 1982---.  IT IS
 ER0680'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0680'
 ER0680'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CEADRO RM 2 1982---.  IT IS
 ER0680'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0680'
 ER0680'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST  ON
 ER0680'U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO U.S. HIGHWAY 666.
 ER0680'TRAVEL NORTHEAST ALONG U.S. 666 FOR 23.4 MILES TO MILE POST 339 AND
 ER0680'THE STATION ON A 10 FOOT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0709 ***********************************************************************
 DA0709  DESIGNATION -  CEDA
 DA0709  PID         -  DA0709
 DA0709  STATE/COUNTY-  AZ/MARICOPA
 DA0709  USGS QUAD   -  SMURR (1973)
 DA0709
 DA0709                         *CURRENT SURVEY CONTROL
 DA0709  ___________________________________________________________________
 DA0709* NAD 83(1992)-  32 56 03.79292(N)    112 46 59.88137(W)     ADJUSTED  
 DA0709* NAVD 88     -       224.712  (meters)     737.24   (feet)  ADJUSTED  
 DA0709  ___________________________________________________________________
 DA0709  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DA0709  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0709  DYNAMIC HT  -         224.449 (meters)     736.38  (feet)  COMP
 DA0709  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0709
 DA0709  HORZ ORDER  -  SECOND
 DA0709  VERT ORDER  -  FIRST     CLASS II
 DA0709
 DA0709.The horizontal coordinates were established by classical geodetic methods
 DA0709.and adjusted by the National Geodetic Survey in August 1993..
 DA0709
 DA0709.The orthometric height was determined by differential leveling
 DA0709.and adjusted by the National Geodetic Survey in June 1991..
 DA0709
 DA0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0709
 DA0709.The geoid height was determined by GEOID03.
 DA0709
 DA0709.The dynamic height is computed by dividing the NAVD 88
 DA0709.geopotential number by the normal gravity value computed on the
 DA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0709.degrees latitude (g = 980.6199 gals.).
 DA0709
 DA0709.The modeled gravity was interpolated from observed gravity values.
 DA0709
 DA0709;                    North         East     Units Scale Factor Converg.
 DA0709;SPC AZ C     -   214,808.767   132,317.232   MT  0.99998096   -0 28 16.3
 DA0709;SPC AZ C     -   704,753.17    434,111.65   iFT  0.99998096   -0 28 16.3
 DA0709;UTM  12      - 3,645,424.003   333,277.222   MT  0.99994274   -0 58 11.2
 DA0709
 DA0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0709!SPC AZ C     -   0.99996964  x   0.99998096  =   0.99995060
 DA0709!UTM  12      -   0.99996964  x   0.99994274  =   0.99991238
 DA0709
 DA0709:                Primary Azimuth Mark                     Grid Az
 DA0709:SPC AZ C     -  RNG GILA BENC GBN                        067 09 03.1
 DA0709:UTM  12      -  RNG GILA BENC GBN                        067 38 58.0
 DA0709
 DA0709|---------------------------------------------------------------------|
 DA0709| PID    Reference Object                     Distance      Geod. Az  |
 DA0709|                                                           dddmmss.s |
 DA0709| DA1550 RNG GILA BENC GBN                   APPROX. 6.5 KM 0664046.8 |
 DA0709| CH5484 I8 STA 4896+00 728.58                              0672137.9 |
 DA0709| DA0710 CEDA RM 1                            13.350 METERS 08203     |
 DA0709| CH4971 CEDA AZ MK                                         2623344.5 |
 DA0709| DA0708 CEDA RM 2                            15.610 METERS 34916     |
 DA0709|---------------------------------------------------------------------|
 DA0709
 DA0709                          SUPERSEDED SURVEY CONTROL
 DA0709
 DA0709  NAD 83(1986)-  32 56 03.78584(N)    112 46 59.88598(W) AD(       ) 2
 DA0709  NAD 27      -  32 56 03.61750(N)    112 46 57.27970(W) AD(       ) 2
 DA0709  NGVD 29 (??/??/92)  224.148  (m)          735.39   (f) ADJ UNCH    1 2
 DA0709
 DA0709.Superseded values are not recommended for survey control.
 DA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0709.See file dsdata.txt to determine how the superseded data were derived.
 DA0709
 DA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3327745424(NAD 83)
 DA0709_MARKER: DS = TRIANGULATION STATION DISK
 DA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0709_STAMPING: CEDA 1960
 DA0709_MARK LOGO: CGS   
 DA0709_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0709+STABILITY: SURFACE MOTION
 DA0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0709+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0709
 DA0709  HISTORY     - Date     Condition        Report By
 DA0709  HISTORY     - 1960     MONUMENTED       CGS
 DA0709  HISTORY     - 1960     GOOD             CGS
 DA0709  HISTORY     - 1974     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 20060128 GOOD             USPSQD
 DA0709  HISTORY     - 20060128 GOOD             USPSQD
 DA0709
 DA0709                          STATION DESCRIPTION
 DA0709
 DA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0709'THE STATION IS 4.0 MILES WEST OF GILA BEND FROM THE JUNCTION OF
 DA0709'U.S. HIGHWAY 80 AND STATE HIGHWAY 85, ON THE SUMMIT OF A
 DA0709'SLIGHT RISE BETWEEN ABANDONED HIGHWAY 80 AND THE RAILROAD,
 DA0709'6-1/2 POLES WEST OF RAILROAD MILE POST 852, 102 FEET SOUTH OF THE
 DA0709'CENTERLINE OF THE ABANDONED HIGHWAY, 78 FEET EAST OF TELEPHONE
 DA0709'POLE NO. E 48, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA0709'AND 4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 DA0709'
 DA0709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 DA0709'85 AT GILA BEND GO WEST ON U.S. HIGHWAY 80 FOR 4.0 MILES TO
 DA0709'THE STATION ON THE RIGHT.
 DA0709'
 DA0709'THE STATION, WITH UNDERGROUND MARK, STAMPED CEDA 1960, IS A
 DA0709'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA0709'
 DA0709'REFERENCE MARK NO. 1, STAMPED CEDA NO 1 1960, IS A STANDARD
 DA0709'DISK SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES, 43-1/2
 DA0709'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 36 FEET WEST OF
 DA0709'TELEPHONE POLE F AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DA0709'
 DA0709'REFERENCE MARK NO. 2, STAMPED CEDA NO 2 1960, IS A STANDARD
 DA0709'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 51
 DA0709'FEET SOUTH OF THE CENTERLINE OF THE ABANDONED HIGHWAY AND
 DA0709'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0709'
 DA0709'THE AZIMUTH MARK, STAMPED CEDA 1960, IS A STANDARD DISK
 DA0709'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF A INTERCHANGE,
 DA0709'17 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 DA0709'LANE, 4.8 FEET WEST OF THE EAST EDGE OF THE CONCRETE FLOOR,
 DA0709'2.4 FEET NORTH OF THE SOUTH CURB AND FLUSH WITH THE ROADWAY.
 DA0709'TO REACH FROM THE STATION GO WEST ON U.S. HIGHWAY 80 (INTERSTATE
 DA0709'8) FOR 1.2 MILES TO A INTERCHANGE AND THE MARK.
 DA0709
 DA0709                          STATION RECOVERY (1960)
 DA0709
 DA0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0709'4.0 MI W FROM GILA BEND.
 DA0709'4.0 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0709'85 AT GILA BEND, 6 1/2 POLES WEST OF MILE POST 852, 102 FEET SOUTH OF
 DA0709'THE CENTERLINE OF THE ABANDONED HIGHWAY, 78 FEET EAST OF TELEPHONE
 DA0709'POLE E 48, 51.21 FEET SOUTH OF R.M. 2, 46 FEET NORTH OF THE NORTH
 DA0709'RAIL, 43.80 FEET WEST OF R.M. 1, 4 FEET NORTHWEST OF A METAL WITNESS
 DA0709'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA0709
 DA0709                          STATION RECOVERY (1974)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0709'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DA0709'AS DESCRIBED.  THE AZIMUTH MARK IS BURIED UNDER THE HIGHWAY
 DA0709'SURFACE AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DA0709'
 DA0709'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DA0709'728-58 STA 4896+00.  THE MARK IS SET IN TOP OF THE CONCRETE
 DA0709'HEADWALL ALONG THE SOUTH SIDE OF THE EAST BOUND LANE OF
 DA0709'INTERSTATE HIGHWAY 8.
 DA0709'
 DA0709'TO REACH THE STATION FROM THE INTERSECTION OF CAPITAL AVENUE
 DA0709'AND U.S. 80 IN GILA BEND, GO WEST ALONG U.S. 80 FOR 2.2 MILES
 DA0709'TO INTERSECTION WITH AN I-8 OFF RAMP AND THE SOUTH FRONTAGE
 DA0709'ROAD.  BEAR LEFT ALONG THE FRONTAGE ROAD FOR 1.8 MILES TO THE
 DA0709'STATION ON THE LEFT ON TOP OF A LOW RISE.
 DA0709'
 DA0709'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0709'
 DA0709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 DA0709'OF GILA BEND
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0709'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0709'RAILROAD MILEPOLE 852, 14.1 METERS (46.0 FT) NORTHWEST OF THE
 DA0709'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0709'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0709'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DA0709'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0709'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0709'RAILROAD MILEPOLE 852, 14.1 METERS (46.0 FT) NORTHWEST OF THE
 DA0709'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0709'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0709'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DA0709'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'RECOVERED IN GOOD CONDITION.
 DA0709
 DA0709                          STATION RECOVERY (2006)
 DA0709
 DA0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0709'RECOVERED AS DESCRIBED.
 DA0709
 DA0709                          STATION RECOVERY (2006)
 DA0709
 DA0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0710 ***********************************************************************
 DA0710  DESIGNATION -  CEDA RM 1
 DA0710  PID         -  DA0710
 DA0710  STATE/COUNTY-  AZ/MARICOPA
 DA0710  USGS QUAD   -  SMURR (1973)
 DA0710
 DA0710                         *CURRENT SURVEY CONTROL
 DA0710  ___________________________________________________________________
 DA0710* NAD 83(1986)-  32 56 03.     (N)    112 47 00.     (W)     SCALED    
 DA0710* NAVD 88     -       224.987  (meters)     738.14   (feet)  ADJUSTED  
 DA0710  ___________________________________________________________________
 DA0710  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0710  DYNAMIC HT  -         224.725 (meters)     737.29  (feet)  COMP
 DA0710  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0710
 DA0710  VERT ORDER  -  FIRST     CLASS II
 DA0710
 DA0710.The horizontal coordinates were scaled from a topographic map and have
 DA0710.an estimated accuracy of +/- 6 seconds.
 DA0710
 DA0710.The orthometric height was determined by differential leveling
 DA0710.and adjusted by the National Geodetic Survey in June 1991..
 DA0710
 DA0710.The geoid height was determined by GEOID03.
 DA0710
 DA0710.The dynamic height is computed by dividing the NAVD 88
 DA0710.geopotential number by the normal gravity value computed on the
 DA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0710.degrees latitude (g = 980.6199 gals.).
 DA0710
 DA0710.The modeled gravity was interpolated from observed gravity values.
 DA0710
 DA0710;                    North         East    Units  Estimated Accuracy
 DA0710;SPC AZ C     -   214,780.      132,310.      MT  (+/- 180 meters Scaled)
 DA0710
 DA0710                          SUPERSEDED SURVEY CONTROL
 DA0710
 DA0710  NGVD 29 (??/??/92)  224.424  (m)          736.30   (f) ADJ UNCH    1 2
 DA0710
 DA0710.Superseded values are not recommended for survey control.
 DA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0710.See file dsdata.txt to determine how the superseded data were derived.
 DA0710
 DA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB332454(NAD 83)
 DA0710_MARKER: DR = REFERENCE MARK DISK
 DA0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0710_STAMPING: CEDA NO 1 1960
 DA0710_MARK LOGO: CGS   
 DA0710_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0710+STABILITY: SURFACE MOTION
 DA0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0710+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0710
 DA0710  HISTORY     - Date     Condition        Report By
 DA0710  HISTORY     - 1960     MONUMENTED       CGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 20060128 GOOD             USPSQD
 DA0710  HISTORY     - 20060128 GOOD             USPSQD
 DA0710
 DA0710                          STATION DESCRIPTION
 DA0710
 DA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0710'4.0 MI W FROM GILA BEND.
 DA0710'4.0 MILE WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0710'85 AT GILA BEND, 43.80 FEET EAST OF THE STATION MARK, 43 1/2 FEET
 DA0710'NORTH OF THE NORTH RAIL OF THE RAILROAD, 36 FEET WEST OF TELEPHONE
 DA0710'POLE F, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0710'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0710'RAILROAD MILEPOLE 852, 13.4 METERS (44.0 FT) NORTHEAST OF THE
 DA0710'TRIANGULATION STATION CEDA, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 DA0710'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0710'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0710'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0710'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0710'RAILROAD MILEPOLE 852, 13.4 METERS (44.0 FT) NORTHEAST OF THE
 DA0710'TRIANGULATION STATION CEDA, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 DA0710'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0710'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0710'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'RECOVERED IN GOOD CONDITION.
 DA0710
 DA0710                          STATION RECOVERY (2006)
 DA0710
 DA0710'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0710'RECOVERED AS DESCRIBED.
 DA0710
 DA0710                          STATION RECOVERY (2006)
 DA0710
 DA0710'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0708 ***********************************************************************
 DA0708  DESIGNATION -  CEDA RM 2
 DA0708  PID         -  DA0708
 DA0708  STATE/COUNTY-  AZ/MARICOPA
 DA0708  USGS QUAD   -  SMURR (1973)
 DA0708
 DA0708                         *CURRENT SURVEY CONTROL
 DA0708  ___________________________________________________________________
 DA0708* NAD 83(1986)-  32 56 03.     (N)    112 47 00.     (W)     SCALED    
 DA0708* NAVD 88     -       224.275  (meters)     735.81   (feet)  ADJUSTED  
 DA0708  ___________________________________________________________________
 DA0708  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0708  DYNAMIC HT  -         224.013 (meters)     734.95  (feet)  COMP
 DA0708  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0708
 DA0708  VERT ORDER  -  FIRST     CLASS II
 DA0708
 DA0708.The horizontal coordinates were scaled from a topographic map and have
 DA0708.an estimated accuracy of +/- 6 seconds.
 DA0708
 DA0708.The orthometric height was determined by differential leveling
 DA0708.and adjusted by the National Geodetic Survey in June 1991..
 DA0708
 DA0708.The geoid height was determined by GEOID03.
 DA0708
 DA0708.The dynamic height is computed by dividing the NAVD 88
 DA0708.geopotential number by the normal gravity value computed on the
 DA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0708.degrees latitude (g = 980.6199 gals.).
 DA0708
 DA0708.The modeled gravity was interpolated from observed gravity values.
 DA0708
 DA0708;                    North         East    Units  Estimated Accuracy
 DA0708;SPC AZ C     -   214,780.      132,310.      MT  (+/- 180 meters Scaled)
 DA0708
 DA0708                          SUPERSEDED SURVEY CONTROL
 DA0708
 DA0708  NGVD 29 (??/??/92)  223.714  (m)          733.97   (f) ADJ UNCH    1 2
 DA0708
 DA0708.Superseded values are not recommended for survey control.
 DA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0708.See file dsdata.txt to determine how the superseded data were derived.
 DA0708
 DA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB332454(NAD 83)
 DA0708_MARKER: DR = REFERENCE MARK DISK
 DA0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0708_STAMPING: CEDA NO 2 1960
 DA0708_MARK LOGO: CGS   
 DA0708_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0708+STABILITY: SURFACE MOTION
 DA0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0708+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0708
 DA0708  HISTORY     - Date     Condition        Report By
 DA0708  HISTORY     - 1960     MONUMENTED       CGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 20060128 GOOD             USPSQD
 DA0708  HISTORY     - 20060128 GOOD             USPSQD
 DA0708
 DA0708                          STATION DESCRIPTION
 DA0708
 DA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0708'4.0 MI W FROM GILA BEND.
 DA0708'4.0 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0708'85 AT GILA BEND, 51.21 FEET NORTH OF THE STATION MARK, 51 FEET SOUTH
 DA0708'OF THE CENTERLINE OF THE ABANDONED HIGHWAY, SET IN A SQUARE CONCRETE
 DA0708'POST PROJECTING 4 INCHES.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0708'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0708'RAILROAD MILEPOLE 852, SET IN LINE WITH A ROW OF POWER LINE POLES,
 DA0708'15.7 METERS (51.5 FT) NORTHWEST OF THE TRIANGULATION STATION CEDA,
 DA0708'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.4 METERS
 DA0708'(50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0708'HIGHWAY 80).
 DA0708'THE MARK IS 1.2 M ABOVE THE TRACKS.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0708'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0708'RAILROAD MILEPOLE 852, SET IN LINE WITH A ROW OF POWER LINE POLES,
 DA0708'15.7 METERS (51.5 FT) NORTHWEST OF THE TRIANGULATION STATION CEDA,
 DA0708'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.4 METERS
 DA0708'(50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0708'HIGHWAY 80).
 DA0708'THE MARK IS 1.2 M ABOVE THE TRACKS.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'RECOVERED IN GOOD CONDITION.
 DA0708
 DA0708                          STATION RECOVERY (2006)
 DA0708
 DA0708'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0708'RECOVERED AS DESCRIBED.
 DA0708
 DA0708                          STATION RECOVERY (2006)
 DA0708
 DA0708'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1015 ***********************************************************************
 ES1015  DESIGNATION -  CEDAR
 ES1015  PID         -  ES1015
 ES1015  STATE/COUNTY-  AZ/YAVAPAI
 ES1015  USGS QUAD   -  CASNER BUTTE (1965)
 ES1015
 ES1015                         *CURRENT SURVEY CONTROL
 ES1015  ___________________________________________________________________
 ES1015* NAD 83(1992)-  34 37 40.07744(N)    111 44 46.19308(W)     ADJUSTED  
 ES1015* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 ES1015  ___________________________________________________________________
 ES1015  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 ES1015  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ES1015
 ES1015  HORZ ORDER  -  SECOND
 ES1015
 ES1015.The horizontal coordinates were established by classical geodetic methods
 ES1015.and adjusted by the National Geodetic Survey in August 1993..
 ES1015
 ES1015.The orthometric height was scaled from a topographic map.
 ES1015
 ES1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1015
 ES1015.The geoid height was determined by GEOID03.
 ES1015
 ES1015;                    North         East     Units Scale Factor Converg.
 ES1015;SPC AZ C     -   402,300.669   228,993.404   MT  0.99990301   +0 05 48.8
 ES1015;SPC AZ C     - 1,319,884.08    751,290.70   iFT  0.99990301   +0 05 48.8
 ES1015;UTM  12      - 3,832,021.770   431,603.667   MT  0.99965766   -0 25 26.5
 ES1015
 ES1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1015!SPC AZ C     -   0.99981160  x   0.99990301  =   0.99971463
 ES1015!UTM  12      -   0.99981160  x   0.99965766  =   0.99946932
 ES1015
 ES1015|---------------------------------------------------------------------|
 ES1015| PID    Reference Object                     Distance      Geod. Az  |
 ES1015|                                                           dddmmss.s |
 ES1015| CH2886 CEDAR RM 2                            7.484 METERS 20826     |
 ES1015| CH2885 CEDAR RM 1                            6.699 METERS 34103     |
 ES1015| ES1016 DRY                                 APPROX. 5.5 KM 3555340.3 |
 ES1015|---------------------------------------------------------------------|
 ES1015
 ES1015                          SUPERSEDED SURVEY CONTROL
 ES1015
 ES1015  NAD 83(1986)-  34 37 40.07215(N)    111 44 46.18964(W) AD(       ) 2
 ES1015  NAD 27      -  34 37 39.98240(N)    111 44 43.65200(W) AD(       ) 2
 ES1015
 ES1015.Superseded values are not recommended for survey control.
 ES1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1015.See file dsdata.txt to determine how the superseded data were derived.
 ES1015
 ES1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3160432022(NAD 83)
 ES1015_MARKER: DS = TRIANGULATION STATION DISK
 ES1015_SETTING: 80 = SET IN A BOULDER
 ES1015_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1015
 ES1015  HISTORY     - Date     Condition        Report By
 ES1015  HISTORY     - 1959     MONUMENTED       CGS
 ES1015
 ES1015                          STATION DESCRIPTION
 ES1015
 ES1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1015'THE STATION IS ABOUT 7.5 MILES NORTHEAST OF CAMP VERDE, 4 MILES
 ES1015'SOUTH SOUTHEAST OF BEAVER CREEK RANGER STATION, 4 MILES EAST
 ES1015'SOUTHEAST OF MC GUIREVILLE AND ARIZONA STATE HIGHWAY 79 ON THE
 ES1015'NORTHWEST END OF A FLAT TOPPED MESA.
 ES1015'
 ES1015'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY 79
 ES1015'AND STATE ROUTE 17 AT MC GUIREVILLE, GO IN A NORTHERLY DIRECTION
 ES1015'ON STATE HIGHWAY 17 FOR 1.8 MILES TO A Y-FORK.  KEEP LEFT ON THE
 ES1015'MAIN ROAD FOR 2.3 MILES TO A FORK AT THE MONTEZUMA WELLS
 ES1015'MUSEUM, KEEP LEFT 0.7 MILE TO A Y-FORK AT A SIGN (RIMROCK
 ES1015'POST OFFICE-SODA SPRINGS RANCH).  TAKE THE RIGHT FORK AS PER
 ES1015'SIGN AND GO 0.4 MILE TO THE RIMROCK POST OFFICE ON THE RIGHT.
 ES1015'CONTINUE LEFT ON THE MAIN ROAD, NORTHEAST, 0.8 MILE TO A
 ES1015'FORK, KEEP RIGHT DOWN HILL FOR 1.1 MILES TO A T-ROAD.  TURN
 ES1015'RIGHT AND GO SOUTH FOR 1.4 MILES, TURN RIGHT OFF THE MAIN ROAD
 ES1015'ONTO A DIM TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER.
 ES1015'TURN LEFT AND FOLLOW THE FENCE WEST FOR 0.5 MILE TO A
 ES1015'T-FENCE CORNER AND A GATE JUST BEYOND.  PASS THROUGH THE
 ES1015'GATE AND FOLLOW THE RIDGE WEST AND NORTH, ABOUT 1 MILE, TO THE
 ES1015'BASE OF A LOW, FLAT TOPPED MESA.  CONTINUE TO THE TOP
 ES1015'OF THE MESA AND TO THE NORTHWEST END AND THE STATION.
 ES1015'
 ES1015'THE STATION IS A STANDARD DISK, STAMPED CEDAR 1959, CEMENTED
 ES1015'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 7 INCHES AND
 ES1015'IS 9.2 FEET NORTH OF A WITNESS POST.
 ES1015'
 ES1015'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1959,
 ES1015'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES
 ES1015'AND IS 30.0 FEET NORTHWEST OF THE WITNESS POST.
 ES1015'
 ES1015'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1959,
 ES1015'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES
 ES1015'AND IS 22.4 FEET SOUTHWEST OF THE WITNESS POST.
 ES1015'
 ES1015'TRIANGULATION STATION DRY CAN BE USED FOR AND AZIMUTH MARK,
 ES1015'SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1120 ***********************************************************************
 ES1120  DESIGNATION -  CEDAR
 ES1120  PID         -  ES1120
 ES1120  STATE/COUNTY-  AZ/COCONINO
 ES1120  USGS QUAD   -  SUNSET PASS (1986)
 ES1120
 ES1120                         *CURRENT SURVEY CONTROL
 ES1120  ___________________________________________________________________
 ES1120* NAD 83(1992)-  34 47 02.86630(N)    110 59 48.57037(W)     ADJUSTED  
 ES1120* NAVD 88     -      1849.1    (meters)    6067.     (feet)  VERTCON   
 ES1120  ___________________________________________________________________
 ES1120  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 ES1120  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES1120
 ES1120  HORZ ORDER  -  SECOND
 ES1120
 ES1120.The horizontal coordinates were established by classical geodetic methods
 ES1120.and adjusted by the National Geodetic Survey in August 1993..
 ES1120
 ES1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1120
 ES1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1120
 ES1120.The geoid height was determined by GEOID03.
 ES1120
 ES1120;                    North         East     Units Scale Factor Converg.
 ES1120;SPC AZ C     -   420,013.770   297,543.438   MT  0.99998732   +0 31 29.2
 ES1120;SPC AZ C     - 1,377,997.93    976,192.38   iFT  0.99998732   +0 31 29.2
 ES1120;UTM  12      - 3,849,104.280   500,290.473   MT  0.99960000   +0 00 06.5
 ES1120
 ES1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1120!SPC AZ C     -   0.99971357  x   0.99998732  =   0.99970089
 ES1120!UTM  12      -   0.99971357  x   0.99960000  =   0.99931368
 ES1120
 ES1120:                Primary Azimuth Mark                     Grid Az
 ES1120:SPC AZ C     -  SUNSET                                   013 03 28.3
 ES1120:UTM  12      -  SUNSET                                   013 34 51.0
 ES1120
 ES1120|---------------------------------------------------------------------|
 ES1120| PID    Reference Object                     Distance      Geod. Az  |
 ES1120|                                                           dddmmss.s |
 ES1120| ES1121 SUNSET                              APPROX.13.7 KM 0133457.5 |
 ES1120| ES1119 HART                                APPROX. 7.2 KM 0392938.8 |
 ES1120| CD1761 CEDAR RM 1                           12.402 METERS 03938     |
 ES1120| CD1762 CEDAR RM 2                           12.202 METERS 21654     |
 ES1120|---------------------------------------------------------------------|
 ES1120
 ES1120                          SUPERSEDED SURVEY CONTROL
 ES1120
 ES1120  NAD 83(1986)-  34 47 02.85888(N)    110 59 48.57405(W) AD(       ) 2
 ES1120  NAD 83(1986)-  34 47 02.86225(N)    110 59 48.57385(W) AD(       ) 2
 ES1120  NAD 27      -  34 47 02.77779(N)    110 59 46.08336(W) AD(       ) 2
 ES1120  NGVD 29 (07/10/87) 1848.2    (m)         6064.     (f) VERT ANG       
 ES1120
 ES1120.Superseded values are not recommended for survey control.
 ES1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1120.See file dsdata.txt to determine how the superseded data were derived.
 ES1120
 ES1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0029049104(NAD 83)
 ES1120_MARKER: DS = TRIANGULATION STATION DISK
 ES1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1120+STABILITY: SURFACE MOTION
 ES1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1120+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 ES1120
 ES1120  HISTORY     - Date     Condition        Report By
 ES1120  HISTORY     - 1980     MONUMENTED       AZDT
 ES1120  HISTORY     - 1981     GOOD             AZDT
 ES1120  HISTORY     - 20040417 GOOD             NGS
 ES1120
 ES1120                          STATION DESCRIPTION
 ES1120
 ES1120'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES1120'THE STATION IS LOCATED 23.5 AIRLINE MILES SOUTHWEST OF WINSLOW AND
 ES1120'ALONG SR 87.
 ES1120'
 ES1120'THE STATION MARK IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE POST
 ES1120'SET FLUSH IN THE GROUND AND STAMPED---CEDAR 1980---4.3 FT WNW OF A
 ES1120'WITNESS POST AND SIGN.
 ES1120'
 ES1120'THE UNDERGROUND MARK IS A STANDARD ADOT DISK SET IN CONCRETE 34 IN.
 ES1120'BELOW THE STATION MARK AND STAMPED---CEDAR---.
 ES1120'
 ES1120'REFERENCE MARK NO 1 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1120'POST 94 FT EAST OF CENTERLINE OF SR 87.
 ES1120'
 ES1120'REFERENCE MARK NO 2 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1120'POST 94 FT EAST OF CENTERLINE OF SR 87.
 ES1120'
 ES1120'NO AZIMUTH WAS SET.  STATION HART MAY BE USED AS AZ MK.
 ES1120'
 ES1120'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR
 ES1120'23.95 MILES TO THE STATION ON THE LEFT.  THE STATION IS 93 FT EAST OF
 ES1120'CENTERLINE OF SR 87 AND 27 FT EAST OF OLD USFS STATION 10.  A DRIVE
 ES1120'STATION.
 ES1120
 ES1120                          STATION RECOVERY (1981)
 ES1120
 ES1120'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1120'THE STATION WAS RECOVERED AS DESCRIBED IN 1980.
 ES1120
 ES1120                          STATION RECOVERY (2004)
 ES1120
 ES1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ES1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0484 ***********************************************************************
 GP0484  DESIGNATION -  CEDAR
 GP0484  PID         -  GP0484
 GP0484  STATE/COUNTY-  AZ/COCONINO
 GP0484  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0484
 GP0484                         *CURRENT SURVEY CONTROL
 GP0484  ___________________________________________________________________
 GP0484* NAD 83(1992)-  36 23 33.83936(N)    111 31 28.69789(W)     ADJUSTED  
 GP0484* NAVD 88     -      1807.1    (meters)    5929.     (feet)  VERTCON   
 GP0484  ___________________________________________________________________
 GP0484  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GP0484  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GP0484
 GP0484  HORZ ORDER  -  SECOND
 GP0484
 GP0484.The horizontal coordinates were established by classical geodetic methods
 GP0484.and adjusted by the National Geodetic Survey in August 1993..
 GP0484
 GP0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0484
 GP0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0484
 GP0484.The geoid height was determined by GEOID03.
 GP0484
 GP0484;                    North         East     Units Scale Factor Converg.
 GP0484;SPC AZ C     -   598,158.625   248,527.200   MT  0.99991523   +0 13 57.4
 GP0484;SPC AZ C     - 1,962,462.68    815,377.95   iFT  0.99991523   +0 13 57.4
 GP0484;UTM  12      - 4,027,637.538   452,950.958   MT  0.99962727   -0 18 40.6
 GP0484
 GP0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0484!SPC AZ C     -   0.99972005  x   0.99991523  =   0.99963530
 GP0484!UTM  12      -   0.99972005  x   0.99962727  =   0.99934742
 GP0484
 GP0484|---------------------------------------------------------------------|
 GP0484| PID    Reference Object                     Distance      Geod. Az  |
 GP0484|                                                           dddmmss.s |
 GP0484| CR7959 CEDAR RM 1                           12.216 METERS 15755     |
 GP0484| GP0489 FIELD                               APPROX. 6.0 KM 3334400.5 |
 GP0484| CR7960 CEDAR RM 2                           12.212 METERS 33809     |
 GP0484|---------------------------------------------------------------------|
 GP0484
 GP0484                          SUPERSEDED SURVEY CONTROL
 GP0484
 GP0484  NAD 83(1986)-  36 23 33.83863(N)    111 31 28.69439(W) AD(       ) 2
 GP0484  NGVD 29 (07/12/88) 1806.1    (m)         5926.     (f) VERT ANG       
 GP0484
 GP0484.Superseded values are not recommended for survey control.
 GP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0484.See file dsdata.txt to determine how the superseded data were derived.
 GP0484
 GP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5295127638(NAD 83)
 GP0484_MARKER: DS = TRIANGULATION STATION DISK
 GP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0484+STABILITY: SURFACE MOTION
 GP0484
 GP0484  HISTORY     - Date     Condition        Report By
 GP0484  HISTORY     - 1983     MONUMENTED       AZDT
 GP0484  HISTORY     - 19931203 GOOD             USPSQD
 GP0484
 GP0484                          STATION DESCRIPTION
 GP0484
 GP0484'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0484'THE STATION IS LOCATED 36 MILES SOUTHWEST OF PAGE AND ALONG U.S.
 GP0484'HIGHWAY 89 ACROSS THE HIGHWAY FROM THE CEDAR RIDGE TRADING POST.
 GP0484'
 GP0484'THE STATION MARK IS AN AZDT DISK STAMPED---CEDAR RIDGE 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHEAST OF THE
 GP0484'CENTER LINE OF THE HIGHWAY AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 GP0484'
 GP0484'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CEDAR RM 1 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0484'
 GP0484'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CEDAR RM 2 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0484'
 GP0484'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0484'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL 1.2
 GP0484'MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT ALONG
 GP0484'U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S. 89 AND 89 ALT.  TURN
 GP0484'LEFT AND CONTINUE SOUTH ALONG U.S. 89 FOR 18.8 MILES TO THE CEDAR
 GP0484'RIDGE TRADING POST AND THE STATION ON THE LEFT.
 GP0484
 GP0484                          STATION RECOVERY (1993)
 GP0484
 GP0484'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0835 ***********************************************************************
 FR0835  DESIGNATION -  CEDAR
 FR0835  PID         -  FR0835
 FR0835  STATE/COUNTY-  AZ/COCONINO
 FR0835  USGS QUAD   -  SQUAW MOUNTAIN (1989)
 FR0835
 FR0835                         *CURRENT SURVEY CONTROL
 FR0835  ___________________________________________________________________
 FR0835* NAD 83(1992)-  35 23 35.86275(N)    112 07 02.14971(W)     ADJUSTED  
 FR0835* NAVD 88     -      2355.5    (meters)    7728.     (feet)  VERTCON   
 FR0835  ___________________________________________________________________
 FR0835  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FR0835  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0835
 FR0835  HORZ ORDER  -  THIRD
 FR0835
 FR0835.The horizontal coordinates were established by classical geodetic methods
 FR0835.and adjusted by the National Geodetic Survey in August 1993..
 FR0835
 FR0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0835
 FR0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0835
 FR0835.The geoid height was determined by GEOID03.
 FR0835
 FR0835;                    North         East     Units Scale Factor Converg.
 FR0835;SPC AZ C     -   487,222.143   195,137.716   MT  0.99990409   -0 06 58.3
 FR0835;SPC AZ C     - 1,598,497.84    640,215.60   iFT  0.99990409   -0 06 58.3
 FR0835;UTM  12      - 3,917,232.440   398,535.917   MT  0.99972687   -0 38 49.8
 FR0835
 FR0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0835!SPC AZ C     -   0.99963410  x   0.99990409  =   0.99953822
 FR0835!UTM  12      -   0.99963410  x   0.99972687  =   0.99936107
 FR0835
 FR0835                          SUPERSEDED SURVEY CONTROL
 FR0835
 FR0835  NAD 83(1986)-  35 23 35.86138(N)    112 07 02.14573(W) AD(       ) 3
 FR0835  NGVD 29 (05/08/89) 2354.5    (m)         7725.     (f) VERT ANG       
 FR0835
 FR0835.Superseded values are not recommended for survey control.
 FR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0835.See file dsdata.txt to determine how the superseded data were derived.
 FR0835
 FR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9853617232(NAD 83)
 FR0835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FR0835_SETTING: 80 = SET IN A BOULDER
 FR0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0835+STABILITY: SURFACE MOTION
 FR0835
 FR0835  HISTORY     - Date     Condition        Report By
 FR0835  HISTORY     - UNK      MONUMENTED       USGS
 FR0835  HISTORY     - 1965     GOOD             USGS
 FR0835
 FR0835                          STATION DESCRIPTION
 FR0835
 FR0835'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FR0835'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0244 ***********************************************************************
 GQ0244  DESIGNATION -  CEDAR
 GQ0244  PID         -  GQ0244
 GQ0244  STATE/COUNTY-  AZ/COCONINO
 GQ0244  USGS QUAD   -  HITSON TANK (1988)
 GQ0244
 GQ0244                         *CURRENT SURVEY CONTROL
 GQ0244  ___________________________________________________________________
 GQ0244* NAD 83(1992)-  36 23 40.18587(N)    112 50 31.42676(W)     ADJUSTED  
 GQ0244* NAVD 88     -      1789.41   (+/-2cm)    5870.8    (feet)  VERTCON   
 GQ0244  ___________________________________________________________________
 GQ0244  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GQ0244  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GQ0244
 GQ0244  HORZ ORDER  -  THIRD
 GQ0244  VERT ORDER  -  THIRD ? (See Below)
 GQ0244
 GQ0244.The horizontal coordinates were established by classical geodetic methods
 GQ0244.and adjusted by the National Geodetic Survey in August 1993..
 GQ0244
 GQ0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0244.The vertical order pertains to the NGVD 29 superseded value.
 GQ0244
 GQ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0244
 GQ0244.The geoid height was determined by GEOID03.
 GQ0244
 GQ0244;                    North         East     Units Scale Factor Converg.
 GQ0244;SPC AZ C     -   598,680.629   130,347.614   MT  0.99998488   -0 32 56.8
 GQ0244;SPC AZ C     - 1,964,175.29    427,649.65   iFT  0.99998488   -0 32 56.8
 GQ0244;SPC AZ W     -   598,685.718   294,808.880   MT  1.00001504   +0 32 19.5
 GQ0244;SPC AZ W     - 1,964,191.99    967,220.73   iFT  1.00001504   +0 32 19.5
 GQ0244;UTM  12      - 4,029,281.253   334,801.543   MT  0.99993625   -1 05 35.6
 GQ0244
 GQ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0244!SPC AZ C     -   0.99972290  x   0.99998488  =   0.99970778
 GQ0244!SPC AZ W     -   0.99972290  x   1.00001504  =   0.99973793
 GQ0244!UTM  12      -   0.99972290  x   0.99993625  =   0.99965917
 GQ0244
 GQ0244:                Primary Azimuth Mark                     Grid Az
 GQ0244:SPC AZ C     -  RIM                                      190 33 24.4
 GQ0244:SPC AZ W     -  RIM                                      189 28 08.1
 GQ0244:UTM  12      -  RIM                                      191 06 03.2
 GQ0244
 GQ0244|---------------------------------------------------------------------|
 GQ0244| PID    Reference Object                     Distance      Geod. Az  |
 GQ0244|                                                           dddmmss.s |
 GQ0244| GQ0318 RIM                                 APPROX. 5.6 KM 1900027.6 |
 GQ0244|---------------------------------------------------------------------|
 GQ0244
 GQ0244                          SUPERSEDED SURVEY CONTROL
 GQ0244
 GQ0244  NAD 83(1986)-  36 23 40.17901(N)    112 50 31.42254(W) AD(       ) 3
 GQ0244  NGVD 29 (05/08/89) 1788.49   (m)         5867.7    (f) LEVELING    3  
 GQ0244
 GQ0244.Superseded values are not recommended for survey control.
 GQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0244.See file dsdata.txt to determine how the superseded data were derived.
 GQ0244
 GQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3480229281(NAD 83)
 GQ0244_MARKER: DS = TRIANGULATION STATION DISK
 GQ0244_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0244_SP_SET: SET IN ROCK OUTCROP
 GQ0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0244+STABILITY: POSITION/ELEVATION WELL
 GQ0244
 GQ0244  HISTORY     - Date     Condition        Report By
 GQ0244  HISTORY     - 1933     MONUMENTED       USGS
 GQ0244  HISTORY     - 1956     GOOD             USGS
 GQ0244
 GQ0244                          STATION DESCRIPTION
 GQ0244
 GQ0244'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0244'LOCATED ABOUT 6 MI N. OF MAIN RIM OF GRAND CANYON E. OF TUCKUP
 GQ0244'(OR TUCKET) CANYON, 3 MI SE. OF EARTH TANK IN HEAD OF TUCKUP
 GQ0244'CANYON, ABOUT 0.5 MI E. OF RD. LEADING FROM THIS TANK S. TO RIM.
 GQ0244'ON PROMINENT, PARTLY OPEN RIDGE NEAR SOUTHERN END OF KANAB
 GQ0244'PLATEAU, NEAR EAST EDGE OF BELT OF THICK JUNIPER AND PINON TIMBER
 GQ0244'BORDERING ON SLOPES OF TUCKUP CANYON.
 GQ0244'
 GQ0244'TO REACH FROM TANK IN HEAD OF TUCKUP CANYON, FOLLOW RD. 2.1 MI S.
 GQ0244'TO TOP OF RIDGE.  GO 0.8 MI SE. FOLLOWING RIDGE THROUGH HEAVY
 GQ0244'TIMBER TO OPEN COUNTRY.
 GQ0244'
 GQ0244'STATION MARK--STANDARD TABLET STAMPED---CEDAR 1933---, CEMENTED IN
 GQ0244'SOLID ROCK OUTCROP.
 GQ0244'
 GQ0244'RM 1--COPPER NAIL AND WASHER IN SAWED KNOT ON SIGNAL TREE.
 GQ0244'
 GQ0244'RM 2--COPPER NAIL AND WASHER IN FLAT BLAZE ON SIDE OF 8-INCH
 GQ0244'JUNIPER STUMP.
 GQ0244
 GQ0244                          STATION RECOVERY (1956)
 GQ0244
 GQ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1915 ***********************************************************************
 AI1915  DESIGNATION -  CELE
 AI1915  PID         -  AI1915
 AI1915  STATE/COUNTY-  AZ/MARICOPA
 AI1915  USGS QUAD   -  TEMPE (1982)
 AI1915
 AI1915                         *CURRENT SURVEY CONTROL
 AI1915  ___________________________________________________________________
 AI1915* NAD 83(1992)-  33 22 41.52734(N)    111 58 26.68022(W)     ADJUSTED  
 AI1915* NAVD 88     -       370.4    (meters)    1215.     (feet)  GPS OBS   
 AI1915  ___________________________________________________________________
 AI1915  X           -  -1,995,089.926 (meters)                     COMP
 AI1915  Y           -  -4,944,460.268 (meters)                     COMP
 AI1915  Z           -   3,489,248.911 (meters)                     COMP
 AI1915  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AI1915  ELLIP HEIGHT-         340.65  (meters)          (09/30/99) GPS OBS
 AI1915  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AI1915
 AI1915  HORZ ORDER  -  A
 AI1915  ELLP ORDER  -  THIRD     CLASS I
 AI1915
 AI1915.The horizontal coordinates were established by GPS observations
 AI1915.and adjusted by the National Geodetic Survey in September 1999..
 AI1915
 AI1915.The orthometric height was determined by GPS observations and a
 AI1915.high-resolution geoid model.
 AI1915
 AI1915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1915
 AI1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1915
 AI1915.The ellipsoidal height was determined by GPS observations
 AI1915.and is referenced to NAD 83.
 AI1915
 AI1915.The geoid height was determined by GEOID03.
 AI1915
 AI1915;                    North         East     Units Scale Factor Converg.
 AI1915;SPC AZ C     -   263,694.387   208,018.283   MT  0.99990035   -0 01 53.7
 AI1915;SPC AZ C     -   865,139.06    682,474.68   iFT  0.99990035   -0 01 53.7
 AI1915;UTM  12      - 3,693,639.487   409,394.173   MT  0.99970121   -0 32 09.4
 AI1915
 AI1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1915!SPC AZ C     -   0.99994652  x   0.99990035  =   0.99984688
 AI1915!UTM  12      -   0.99994652  x   0.99970121  =   0.99964775
 AI1915
 AI1915                          SUPERSEDED SURVEY CONTROL
 AI1915
 AI1915.No superseded survey control is available for this station.
 AI1915
 AI1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0939493639(NAD 83)
 AI1915_MARKER: DD = SURVEY DISK
 AI1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1915_MARK LOGO: AZ0490
 AI1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1915+STABILITY: SURFACE MOTION
 AI1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1915+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AI1915
 AI1915  HISTORY     - Date     Condition        Report By
 AI1915  HISTORY     - UNK      MONUMENTED       AZ0490
 AI1915  HISTORY     - 19990204 GOOD             AZ0420
 AI1915
 AI1915                          STATION DESCRIPTION
 AI1915
 AI1915'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1915'THE STATION IS LOCATED IN THE WEST PART OF TEMPE, ABOUT 0.75 MI (1.21
 AI1915'KM) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 AI1915'HIGHWAY 60 (SUPERSTITION FREEWAY), AT THE CENTERLINE INTERSECTION OF
 AI1915'BASELINE ROAD AND S. CALLE LOS CERROS. OWNERSHIP--CITY OF TEMPE.  TO
 AI1915'REACH THE STATION FROM THE INTERSECTION OF MILL AVENUE AND 5TH STREET
 AI1915'IN TEMPE, GO SOUTH FOR 3.2 MI (5.1 KM) ON MILL AVENUE TO BASELINE
 AI1915'ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MI (3.2 KM) ON BASELINE ROAD TO
 AI1915'THE JUNCTION OF CALLE LOS CERROS AND THE STATION.  THE STATION IS
 AI1915'RECESSED 14 CM BELOW GROUND.  LOCATED 164.46 FT (50.13 M) WEST FROM
 AI1915'THE MEDIAN CURB, 101.86 FT (31.05 M) NORTHWEST FROM A POWER BOX, 86.23
 AI1915'FT (26.28 M) SOUTHEAST FROM THE NORTHWEST CORNER OF CURB, 84.63 FT
 AI1915'(25.80 M) SOUTHWEST FROM A FIRE HYDRANT AND 41.36 FT (12.61 M) NORTH
 AI1915'FROM THE SOUTH CURB OF BASELINE ROAD. ACCESS TO THE STATION IS THROUGH
 AI1915'A HAND HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1901 ***********************************************************************
 DV1901  DESIGNATION -  CENTENNIAL
 DV1901  PID         -  DV1901
 DV1901  STATE/COUNTY-  AZ/LA PAZ
 DV1901  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1901
 DV1901                         *CURRENT SURVEY CONTROL
 DV1901  ___________________________________________________________________
 DV1901* NAD 83(1992)-  33 32 07.85914(N)    113 23 35.07921(W)     ADJUSTED  
 DV1901* NAVD 88     -       475.8    (meters)    1561.     (feet)  VERTCON   
 DV1901  ___________________________________________________________________
 DV1901  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DV1901  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1901
 DV1901  HORZ ORDER  -  SECOND
 DV1901
 DV1901.The horizontal coordinates were established by classical geodetic methods
 DV1901.and adjusted by the National Geodetic Survey in August 1993..
 DV1901
 DV1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1901
 DV1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1901
 DV1901.The geoid height was determined by GEOID03.
 DV1901
 DV1901;                    North         East     Units Scale Factor Converg.
 DV1901;SPC AZ W     -   281,205.736   246,510.465   MT  0.99994688   +0 11 49.9
 DV1901;SPC AZ W     -   922,591.00    808,761.37   iFT  0.99994688   +0 11 49.9
 DV1901;SPC AZ C     -   282,115.511    76,231.949   MT  1.00013176   -0 48 56.8
 DV1901;SPC AZ C     -   925,575.82    250,104.82   iFT  1.00013176   -0 48 56.8
 DV1901;UTM  12      - 3,713,221.557   277,783.541   MT  1.00020882   -1 19 21.4
 DV1901
 DV1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1901!SPC AZ W     -   0.99993021  x   0.99994688  =   0.99987709
 DV1901!SPC AZ C     -   0.99993021  x   1.00013176  =   1.00006196
 DV1901!UTM  12      -   0.99993021  x   1.00020882  =   1.00013902
 DV1901
 DV1901:                Primary Azimuth Mark                     Grid Az
 DV1901:SPC AZ W     -  T2N R8W SECS 17 18 1/4 COR               017 12 51.9
 DV1901:SPC AZ C     -  T2N R8W SECS 17 18 1/4 COR               018 13 38.6
 DV1901:UTM  12      -  T2N R8W SECS 17 18 1/4 COR               018 44 03.2
 DV1901
 DV1901|---------------------------------------------------------------------|
 DV1901| PID    Reference Object                     Distance      Geod. Az  |
 DV1901|                                                           dddmmss.s |
 DV1901| CH2340 T2N R8W SECS 17 18 1/4 COR                         0172441.8 |
 DV1901| CH2890 CENTENNIAL RM 2                       8.332 METERS 28237     |
 DV1901| CH2889 CENTENNIAL RM 1                       4.794 METERS 35742     |
 DV1901|---------------------------------------------------------------------|
 DV1901
 DV1901                          SUPERSEDED SURVEY CONTROL
 DV1901
 DV1901  NAD 83(1986)-  33 32 07.85141(N)    113 23 35.08741(W) AD(       ) 2
 DV1901  NAD 27      -  33 32 07.72200(N)    113 23 32.37700(W) AD(       ) 2
 DV1901  NGVD 29 (07/19/86)  475.1    (m)         1559.     (f) VERT ANG       
 DV1901
 DV1901.Superseded values are not recommended for survey control.
 DV1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1901.See file dsdata.txt to determine how the superseded data were derived.
 DV1901
 DV1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7778413222(NAD 83)
 DV1901_MARKER: DS = TRIANGULATION STATION DISK
 DV1901_SETTING: 66 = SET IN ROCK OUTCROP
 DV1901
 DV1901  HISTORY     - Date     Condition        Report By
 DV1901  HISTORY     - 1948     MONUMENTED       CGS
 DV1901  HISTORY     - 1950     GOOD             CGS
 DV1901
 DV1901                          STATION DESCRIPTION
 DV1901
 DV1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1901'STATION IS LOCATED APPROXIMATELY 22 MILES AIRLINE SOUTHEAST
 DV1901'OF SALOME, ON HIGHEST POINT OF A LOW, LONG PROMINENT, ROCKY
 DV1901'RIDGE, 8 FEET WEST OF CAIRN, PROJECTS 3 INCHES, AND STAMPED,
 DV1901'CENTENNIAL 1948.
 DV1901'
 DV1901'REFERENCE MARK NO. 1 IS ON NORTH SLOPE OF RIDGE, APPROXIMATELY
 DV1901'5 FEET LOWER THAN STATION, PROJECTS 2 FEET, AND STAMPED,
 DV1901'CENTENNIAL NO 1 1948.
 DV1901'
 DV1901'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 DV1901'PROJECTS 1 FOOT, AND STAMPED, CENTENNIAL NO 2 1948.
 DV1901'
 DV1901'AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY DISK FASTENED
 DV1901'TO TOP OF A 2 INCH IRON PIPE, WHICH PROJECTS 6 INCHES,
 DV1901'LOCATED IN CENTER OF CROSSROADS, AND STAMPED, T3N R11W S33
 DV1901'S34 S4 S3 T2N 1914.
 DV1901'
 DV1901'TO REACH FROM SHELL SERVICE STATION IN THE EASTERN EDGE OF SALOME,
 DV1901'GO SOUTHEAST ON GRADED ROAD (ROAD FROM SALOME TO HASSAYAMPA)
 DV1901'FOR 13.7 MILES TO CATTLE GUARD.  CONTINUE FOR 0.2 MILE TO SIDE
 DV1901'ROAD RIGHT.  TURN RIGHT AND GO 4.0 MILES TO FORK.  TAKE LEFT FORK
 DV1901'AND GO 0.7 MILE TO LONE MOUNTAIN WELL AND CATTLE CORRAL.
 DV1901'CONTINUE FOR 0.1 MILE TO FORK.  KEEP LEFT FORK AND GO 1.4
 DV1901'MILE TO FORK AND OLD BUILDINGS.  TAKE RIGHT-FORK AND GO 2.1
 DV1901'MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO
 DV1901'CROSSROAD AND AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DV1901'STRAIGHT AHEAD FOR 0.5 MILE TO FORK.  TAKE LEFT-FORK AND
 DV1901'GO 0.7 MILE TO FORK.  TAKE RIGHT-FORK FOR 0.3 MILE TO BASE
 DV1901'OF RIDGE AND END OF TRUCK TRAVEL.  PACK UP TO HIGHEST POINT OF
 DV1901'RIDGE AND STATION AS DESCRIBED ABOVE.  A TEN MINUTE PACK.
 DV1901
 DV1901                          STATION RECOVERY (1950)
 DV1901
 DV1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1901'THE 1948 DESCRIPTION OF THE STATION IS ADEQUATE.  STATION AND
 DV1901'REFERENCE MARK RECOVERED, IN GOOD CONDITION.  NO ATTEMPT WAS
 DV1901'MADE FOR RECOVERY OF THE AZIMUTH MARK, A MONUMENT OF THE U.S.
 DV1901'GENERAL LAND OFFICE.
 DV1901'
 DV1901'STATION REACHED FROM TONOPAH POST OFFICE BY GOING WEST FOR
 DV1901'8 MILES TO JUNCTION OF ROAD WITH THE HASSAYAMPA-SALOME ROAD,
 DV1901'THENCE CONTINUING IT FOR 8.6 MILES NORTHWESTERLY TO WHERE
 DV1901'AN OLD SECTION LINE ROAD LEADS DUE WEST.  CONTINUE THE SECTION
 DV1901'LINE ROAD WEST FOR 9.7 MILES WHEN ROAD ANGLES NORTHWESTWARD
 DV1901'FOR 0.8 MILES TO RANCH BUILDINGS, CONTINUE WEST BY PASSING
 DV1901'TO NORTH SIDE OF RANCH YARD FOR 0.9 MILE TO A Y-INTERSECTION,
 DV1901'TAKE LEFT FORK SOUTH FOR 0.5 MILE, WHEN TURN RIGHT, WEST, FOR
 DV1901'0.7 MILE AND ROAD SWINGS RIGHT FOR 0.4 MILE TO AN
 DV1901'INTERSECTION, TURN LEFT, SOUTH, AND CONTINUE 1.2 MILE TO A
 DV1901'Y-INTERSECTION AND KEEP LEFT FORK FOR 0.8 MILE TO WEST SIDE OF
 DV1901'A LOW ROCKY RIDGE WITH THE STATION ON ITS HIGHEST POINT.  A
 DV1901'TEN MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0932 ***********************************************************************
 EU0932  DESIGNATION -  CENTER
 EU0932  PID         -  EU0932
 EU0932  STATE/COUNTY-  AZ/MOHAVE
 EU0932  USGS QUAD   -  TOPOCK (1970)
 EU0932
 EU0932                         *CURRENT SURVEY CONTROL
 EU0932  ___________________________________________________________________
 EU0932* NAD 83(1992)-  34 42 59.92742(N)    114 29 15.41202(W)     ADJUSTED  
 EU0932* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 EU0932  ___________________________________________________________________
 EU0932  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EU0932  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0932
 EU0932  HORZ ORDER  -  THIRD
 EU0932
 EU0932.The horizontal coordinates were established by classical geodetic methods
 EU0932.and adjusted by the National Geodetic Survey in August 1993..
 EU0932
 EU0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0932
 EU0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0932
 EU0932.The geoid height was determined by GEOID03.
 EU0932
 EU0932;                    North         East     Units Scale Factor Converg.
 EU0932;SPC AZ W     -   412,404.123   145,797.074   MT  0.99998958   -0 25 12.4
 EU0932;SPC AZ W     - 1,353,031.90    478,336.86   iFT  0.99998958   -0 25 12.4
 EU0932;SPC CA 5     -   640,576.486 2,321,650.175   MT  0.99992231   +2 00 07.6
 EU0932;SPC CA 5     - 2,101,624.69  7,616,947.28   sFT  0.99992231   +2 00 07.6
 EU0932;UTM  11      - 3,844,494.876   730,072.954   MT  1.00025247   +1 25 53.3
 EU0932
 EU0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0932!SPC AZ W     -   0.99998090  x   0.99998958  =   0.99997048
 EU0932!SPC CA 5     -   0.99998090  x   0.99992231  =   0.99990321
 EU0932!UTM  11      -   0.99998090  x   1.00025247  =   1.00023337
 EU0932
 EU0932|---------------------------------------------------------------------|
 EU0932| PID    Reference Object                     Distance      Geod. Az  |
 EU0932|                                                           dddmmss.s |
 EU0932| EU0765 SANTA FE                            234.972 METERS 04350     |
 EU0932| EU0929 ELPASO=BOUNDARY PT 5 AZ CA          311.904 METERS 12056     |
 EU0932| EU0763 REFUGE                              APPROX. 0.9 KM 3254123.8 |
 EU0932|---------------------------------------------------------------------|
 EU0932
 EU0932                          SUPERSEDED SURVEY CONTROL
 EU0932
 EU0932  NAD 83(1986)-  34 42 59.93338(N)    114 29 15.41990(W) AD(       ) 3
 EU0932  NAD 27      -  34 42 59.90470(N)    114 29 12.55848(W) AD(       ) 3
 EU0932  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG       
 EU0932
 EU0932.Superseded values are not recommended for survey control.
 EU0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0932.See file dsdata.txt to determine how the superseded data were derived.
 EU0932
 EU0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3007344495(NAD 83)
 EU0932_MARKER: DS = TRIANGULATION STATION DISK
 EU0932_SETTING: 0 = UNSPECIFIED SETTING
 EU0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0932
 EU0932  HISTORY     - Date     Condition        Report By
 EU0932  HISTORY     - 1964     MONUMENTED       CGS
 EU0932
 EU0932                          STATION DESCRIPTION
 EU0932
 EU0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0932'THE STATION IS LOCATED 1/4 MILE WEST-SOUTHWEST OF TOPOCK, ARIZONA,
 EU0932'11 MILES SOUTHEAST OF NEEDLES, CALIFORNIA, AND 23-1/2 MILES
 EU0932'SOUTH OF OATMAN, ARIZONA.  IT IS ON THE NORTHEAST CORNER OF THE
 EU0932'CONCRETE CENTER SUPPORT OF THE U.S. HIGHWAY 66 BRIDGE OVER THE
 EU0932'COLORADO RIVER, AND NEAR THE ARIZONA-CALIFORNIA STATE LINE.
 EU0932'
 EU0932'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, GO SOUTHWEST
 EU0932'ON U.S. HIGHWAY 66 FOR 0.2 MILE TO THE STATE LINE MARKER SIGN
 EU0932'ON THE BRIDGE.  CLIMB OVER BRIDGE RAIL ON THE RIGHT AND DOWN
 EU0932'THE STEELWORK ABOUT 10 FEET TO THE STATION ON THE CENTER PIER.
 EU0932'
 EU0932'THE STATION MARK IS A STANDARD DISK STAMPED CENTER 1964 CEMENTED
 EU0932'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE PIER.
 EU0932'IT IS 10.7 FEET BELOW THE SURFACE OF U.S. HIGHWAY 6, 2.35 FEET
 EU0932'WEST OF THE EAST EDGE OF THE PIER, AND 1.2 FEET SOUTH OF THE
 EU0932'NORTH EDGE OF THE PIER.
 EU0932'
 EU0932'NO REFERENCE MARKS WERE SET.  THERE IS NO ROOM FOR AN INSTRUMENT
 EU0932'TRIPOD AND OBSERVATIONS WERE MADE FROM A PRONE POSITION ON THE
 EU0932'CONCRETE.
 EU0932'
 EU0932'BDRY. PT. NO. 4 CALIF-ARIZ IS ON THE SAME CONCRETE PIER UNDER THE
 EU0932'CENTER OF THE ROADWAY OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0353 ***********************************************************************
 GQ0353  DESIGNATION -  CENTER
 GQ0353  PID         -  GQ0353
 GQ0353  STATE/COUNTY-  AZ/MOHAVE
 GQ0353  USGS QUAD   -  HAT KNOLL (1971)
 GQ0353
 GQ0353                         *CURRENT SURVEY CONTROL
 GQ0353  ___________________________________________________________________
 GQ0353* NAD 83(1992)-  36 35 27.60975(N)    113 03 47.75144(W)     ADJUSTED  
 GQ0353* NAVD 88     -      1810.8    (meters)    5941.     (feet)  VERTCON   
 GQ0353  ___________________________________________________________________
 GQ0353  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GQ0353  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GQ0353
 GQ0353  HORZ ORDER  -  SECOND
 GQ0353
 GQ0353.The horizontal coordinates were established by classical geodetic methods
 GQ0353.and adjusted by the National Geodetic Survey in August 1993..
 GQ0353
 GQ0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0353
 GQ0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0353
 GQ0353.The geoid height was determined by GEOID03.
 GQ0353
 GQ0353;                    North         East     Units Scale Factor Converg.
 GQ0353;SPC AZ W     -   620,326.845   274,809.667   MT  0.99997984   +0 24 33.8
 GQ0353;SPC AZ W     - 2,035,193.06    901,606.52   iFT  0.99997984   +0 24 33.8
 GQ0353;UTM  12      - 4,051,484.032   315,428.629   MT  1.00001972   -1 13 48.9
 GQ0353
 GQ0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0353!SPC AZ W     -   0.99971951  x   0.99997984  =   0.99969936
 GQ0353!UTM  12      -   0.99971951  x   1.00001972  =   0.99973922
 GQ0353
 GQ0353:                Primary Azimuth Mark                     Grid Az
 GQ0353:SPC AZ W     -  MONUMENT ON LOW BUTTE                    070 04 36.9
 GQ0353:UTM  12      -  MONUMENT ON LOW BUTTE                    071 42 59.6
 GQ0353
 GQ0353|---------------------------------------------------------------------|
 GQ0353| PID    Reference Object                     Distance      Geod. Az  |
 GQ0353|                                                           dddmmss.s |
 GQ0353| GQ0340 MONUMENT ON LOW BUTTE               APPROX. 7.1 KM 0702910.7 |
 GQ0353| CH2892 CENTER RM 1                          17.394 METERS 17535     |
 GQ0353| CH2891 CENTER AZ MK                                       2395959.0 |
 GQ0353| CH2893 CENTER RM 2                          14.256 METERS 29101     |
 GQ0353|---------------------------------------------------------------------|
 GQ0353
 GQ0353                          SUPERSEDED SURVEY CONTROL
 GQ0353
 GQ0353  NAD 83(1986)-  36 35 27.60534(N)    113 03 47.74914(W) AD(       ) 2
 GQ0353  NAD 27      -  36 35 27.66500(N)    113 03 44.97400(W) AD(       ) 2
 GQ0353  NGVD 29 (07/19/86) 1809.9    (m)         5938.     (f) VERT ANG       
 GQ0353
 GQ0353.Superseded values are not recommended for survey control.
 GQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0353.See file dsdata.txt to determine how the superseded data were derived.
 GQ0353
 GQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1542951484(NAD 83)
 GQ0353_MARKER: DS = TRIANGULATION STATION DISK
 GQ0353_SETTING: 80 = SET IN A BOULDER
 GQ0353_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0353
 GQ0353  HISTORY     - Date     Condition        Report By
 GQ0353  HISTORY     - 1953     MONUMENTED       CGS
 GQ0353
 GQ0353                          STATION DESCRIPTION
 GQ0353
 GQ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0353'THE STATION IS ABOUT 38 MILES SOUTHWEST OF FREDONIA, 28
 GQ0353'MILES SOUTH OF SHORT CREEK AND 1 MILE NORTHEAST OF THE JUNCTION
 GQ0353'OF TWO ROADS.  IT IS ON THE SUMMIT OF A PROMINENT CINDER AND
 GQ0353'LAVA BUTTE THAT LIES NEAR THE HEAD OF THE MIDDLE FORKS OF
 GQ0353'LYDEL WASH AND OVERLOOKS THE BROAD VALLEY TO THE NORTH.
 GQ0353'
 GQ0353'TO REACH THE STATION FROM FREDONIA GO WEST AND SOUTHWEST ON
 GQ0353'THE ROAD LEADING PAST THE SOUTH SIDE OF THE CHEVRON SERVICE
 GQ0353'STATION FOR 8.2 MILES TO THE JUNCTION OF THE ROADS TO SHORT
 GQ0353'CREEK AND HACKS CANYON MINE.  TAKE THE LEFT FORK AND CONTINUE
 GQ0353'SOUTHWEST ON THE MAIN, GRADED ROAD FOR 19.9 MILES TO A FORK
 GQ0353'ON THE RIGHT AT THE SOUTH SIDE OF A CATTLE GUARD.  TURN
 GQ0353'RIGHT AND PROCEED SOUTHWEST ON THE MAIN ROAD FOR 5.5 MILES
 GQ0353'TO A DIM FORK ON THE RIGHT, JUST BEFORE EMERGING FROM THE
 GQ0353'HEAD OF A DRAW.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST
 GQ0353'ON THE DIM ROAD FOR 0.5 MILES TO A CROSS ROAD.  KEEP
 GQ0353'STRAIGHT AHEAD, SOUTHWEST, FOR 0.9 MILE TO A GATE.  PASS
 GQ0353'THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 2.2 MILES TO A
 GQ0353'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST FOR
 GQ0353'1.1 MILES TO A REVERSE FORK AND A MORE TRAVELED ROAD ON
 GQ0353'THE RIGHT, JUST BEFORE REACHING A RESERVOIR ON THE
 GQ0353'RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN
 GQ0353'ROAD FOR 5.5 MILES TO A FORK.  TURN RIGHT AND FOLLOW THE
 GQ0353'ROAD NORTH FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 GQ0353'RIGHT, ON A SMALL LEDGE ABOUT 200 FEET EAST OF THE ROAD.
 GQ0353'HERE LEAVE THE ROAD AND BEAR NORTHEAST UP THE DRAW FOR
 GQ0353'0.4 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END OF
 GQ0353'TRUCK TRAVEL PACK EAST TO THE HIGHEST POINT OF THE BUTTE AND
 GQ0353'THE STATION, ABOUT A 30-MINUTE PACK.
 GQ0353'
 GQ0353'THE STATION MARK IS STAMPED CENTER 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 6 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE CREST OF THE HORSESHOE-SHAPED
 GQ0353'SUMMIT AND ABOUT 100 FEET SOUTH OF WHERE THE CREST BEARS WEST.
 GQ0353'
 GQ0353'REFERENCE MARK 1 IS STAMPED CENTER NO 1 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 3 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE CREST OF THE SUMMIT AND AT THE
 GQ0353'SAME ELEVATION AS THE STATION MARK.
 GQ0353'
 GQ0353'REFERENCE MARK 2 IS STAMPED CENTER NO 2 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 8 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE WEST SLOPE OF THE SUMMIT AND
 GQ0353'4 FEET LOWER THAN THE STATION MARK.
 GQ0353'
 GQ0353'THE AZIMUTH MARK IS STAMPED CENTER 1952.  IT IS A STANDARD
 GQ0353'DISK SET FLUSH WITH THE SURFACE ON A LOW, SANDSTONE LEDGE THAT
 GQ0353'IS ABOUT 30 FEET HIGHER THAN THE ROAD.  IT IS 7 FEET SOUTHEAST
 GQ0353'OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF THE EDGE OF
 GQ0353'THE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1991 ***********************************************************************
 CZ1991  DESIGNATION -  CENTER
 CZ1991  PID         -  CZ1991
 CZ1991  STATE/COUNTY-  AZ/PIMA
 CZ1991  USGS QUAD   -  WEST OF MARANA (1989)
 CZ1991
 CZ1991                         *CURRENT SURVEY CONTROL
 CZ1991  ___________________________________________________________________
 CZ1991* NAD 83(1992)-  32 22 57.91076(N)    111 17 06.63637(W)     ADJUSTED  
 CZ1991* NAVD 88     -       612.7    (meters)    2010.     (feet)  GPS OBS   
 CZ1991  ___________________________________________________________________
 CZ1991  X           -  -1,957,328.608 (meters)                     COMP
 CZ1991  Y           -  -5,024,128.515 (meters)                     COMP
 CZ1991  Z           -   3,396,662.332 (meters)                     COMP
 CZ1991  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CZ1991  ELLIP HEIGHT-         582.79  (meters)          (09/30/02) GPS OBS
 CZ1991  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ1991
 CZ1991  HORZ ORDER  -  FIRST
 CZ1991  ELLP ORDER  -  THIRD     CLASS II
 CZ1991
 CZ1991.The horizontal coordinates were established by classical geodetic methods
 CZ1991.and adjusted by the National Geodetic Survey in August 1993..
 CZ1991
 CZ1991.The orthometric height was determined by GPS observations and a
 CZ1991.high-resolution geoid model.
 CZ1991
 CZ1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1991
 CZ1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1991
 CZ1991.The ellipsoidal height was determined by GPS observations
 CZ1991.and is referenced to NAD 83.
 CZ1991
 CZ1991.The geoid height was determined by GEOID03.
 CZ1991
 CZ1991;                    North         East     Units Scale Factor Converg.
 CZ1991;SPC AZ C     -   153,481.690   272,776.822   MT  0.99994352   +0 20 17.6
 CZ1991;SPC AZ C     -   503,548.85    894,937.08   iFT  0.99994352   +0 20 17.6
 CZ1991;UTM  12      - 3,582,898.011   473,175.982   MT  0.99960887   -0 09 09.8
 CZ1991
 CZ1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1991!SPC AZ C     -   0.99990850  x   0.99994352  =   0.99985203
 CZ1991!UTM  12      -   0.99990850  x   0.99960887  =   0.99951741
 CZ1991
 CZ1991:                Primary Azimuth Mark                     Grid Az
 CZ1991:SPC AZ C     -  CENTER RM 3                              050 06 38.2
 CZ1991:UTM  12      -  CENTER RM 3                              050 36 05.6
 CZ1991
 CZ1991|---------------------------------------------------------------------|
 CZ1991| PID    Reference Object                     Distance      Geod. Az  |
 CZ1991|                                                           dddmmss.s |
 CZ1991| CH4972 CENTER RM 3                                        0502655.8 |
 CZ1991| CH4973 CENTER RM 1                          22.512 METERS 06611     |
 CZ1991| CZ1965 AIRWAY BEACON 8                     APPROX.13.1 KM 0865201.2 |
 CZ1991| CH4974 CENTER RM 2                          20.740 METERS 12724     |
 CZ1991| CZ1992 EL PASO GAS CO COMPRESS STA TK      APPROX. 8.6 KM 2542919.8 |
 CZ1991|---------------------------------------------------------------------|
 CZ1991
 CZ1991                          SUPERSEDED SURVEY CONTROL
 CZ1991
 CZ1991  ELLIP H (10/05/93)  582.93   (m)                       GP(       ) 3 2
 CZ1991  NAD 83(1986)-  32 22 57.90682(N)    111 17 06.63483(W) AD(       ) 1
 CZ1991  NAD 27      -  32 22 57.65000(N)    111 17 04.26000(W) AD(       ) 1
 CZ1991
 CZ1991.Superseded values are not recommended for survey control.
 CZ1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1991.See file dsdata.txt to determine how the superseded data were derived.
 CZ1991
 CZ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7317682898(NAD 83)
 CZ1991_MARKER: DS = TRIANGULATION STATION DISK
 CZ1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1991_SP_SET: CONCRETE POST
 CZ1991_STAMPING: CENTER 1935
 CZ1991_MARK LOGO: CGS   
 CZ1991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1991+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 CZ1991
 CZ1991  HISTORY     - Date     Condition        Report By
 CZ1991  HISTORY     - 1935     MONUMENTED       CGS
 CZ1991  HISTORY     - 1935     GOOD             CGS
 CZ1991  HISTORY     - 1962     GOOD             CGS
 CZ1991  HISTORY     - 1971     GOOD             USAF
 CZ1991  HISTORY     - 19910411 GOOD             NGS
 CZ1991
 CZ1991                          STATION DESCRIPTION
 CZ1991
 CZ1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1991'ABOUT 26 MILES, AIR LINE, NORTHWEST OF TUCSON, ON THE FLATS
 CZ1991'ABOUT 6 MILES SOUTH OF THE SANTA CRUZ RIVER.  FROM CORTARO, GO
 CZ1991'NORTH 0.1 MILE, TURN LEFT AT SIGN CAMP-5-P-6-A, AND GO WEST
 CZ1991'1.4 MILES ON GRADED ROAD.  TURN RIGHT ON GRADED ROAD AND GO
 CZ1991'1.8 MILES TO FORK.  TAKE RIGHT FORK 1.0 MILE TO ANOTHER FORK.
 CZ1991'TAKE LEFT FORK OR MAIN ROAD FOR 4.9 MILES TO FORK AND SIGN
 CZ1991'READING GLOVER RANCH.  TAKE LEFT FORK AND GO 1.9 MILES
 CZ1991'AND TURN SHARP RIGHT.  GO 0.2 MILE TO A U.S. GEOLOGICAL
 CZ1991'SURVEY BENCH MARK STAMPED ELEV. 1991 FEET.  FOLLOW THE ROAD
 CZ1991'ALONG THE NORTH SIDE OF THE FENCE LINE FOR 1.1 MILES TO
 CZ1991'A GATE IN FENCE.  PASS THROUGH GATE AND TAKE A RIGHT FORK
 CZ1991'AND GO 1.3 MILES TO STATION.  STATION IS ABOUT 35 FEET EAST
 CZ1991'OF THE ROAD AND ABOUT 100 FEET NORTH OF A SMALL WASH.
 CZ1991'MARKED BY STANDARD BRONZE DISKS.
 CZ1991'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1991'REFERENCE DISK IS 22.518 METERS (73.88 FEET) FROM
 CZ1991'STATION.  REFERENCE MARK NO. 2, A
 CZ1991'STANDARD BRONZE REFERENCE DISK IS 20.740
 CZ1991'METERS (68.04 FEET) FROM STATION.
 CZ1991'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 CZ1991'BRONZE DISK IS ON WEST SIDE OF ROAD 0.15 MILE
 CZ1991'FROM STATION.
 CZ1991
 CZ1991                          STATION RECOVERY (1935)
 CZ1991
 CZ1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1991'RECOVERED IN GOOD CONDITION.
 CZ1991
 CZ1991                          STATION RECOVERY (1962)
 CZ1991
 CZ1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1991'THE STATION WAS RECOVERED USING THE RECONNAISSANCE DESCRIPTION
 CZ1991'WITH ALL MARKS APPARENTLY UNDISTURBED AND IN GOOD CONDITION.
 CZ1991'THE SLIGHTLY DIFFERENT DIRECTION TO THE AZIMUTH MARK WAS
 CZ1991'DOUBLE CHECKED IN THE FIELD BY OBSERVING A SMALL NAKED BULB
 CZ1991'DIRECTLY ON THE MARK.  BECAUSE OF ROAD CHANGES A NEW DESCRIPTION
 CZ1991'FOLLOWS--
 CZ1991'
 CZ1991'STATION IS LOCATED ABOUT 22-1/2 MILES NORTHWEST OF TUCSON, 13
 CZ1991'MILES EAST OF SILVER BELL, AND 7 MILES SOUTHWEST OF MARANA,
 CZ1991'ON FLAT, BRUSH-COVERED, DESERT LAND IN THE MIDDLE OF THE AVRA
 CZ1991'VALLEY.
 CZ1991'
 CZ1991'TO REACH FROM THE POST OFFICE IN CORTARO, WHICH IS ABOUT 12
 CZ1991'MILES NORTHWEST OF TUCSON, CROSS TO THE NORTHWEST-BOUND
 CZ1991'LANE OF STATE HIGHWAY 84 - 93 AND GO NORTHWEST 3.7 MILES TO
 CZ1991'A SIDE ROAD ON THE LEFT (AVRA VALLEY ROAD).  TURN LEFT AND GO
 CZ1991'NORTHWEST AND WEST 6.0 MILES TO A CROSS ROAD AND CATTLE GUARD
 CZ1991'(SANDERS ROAD).  CONTINUE WEST 2.4 MILES TO A FORK.  TAKE THE
 CZ1991'LEFT FORK ON GRADED DIRT ROAD AND PROCEED 0.3 MILE TO A FORK.
 CZ1991'TAKE LEFT FORK AND GO 0.4 MILE SOUTHWEST ON TRACK ROAD TO A
 CZ1991'FORK.  TAKE THE RIGHT FORK AND GO WEST-SOUTHWEST 0.15 MILE TO THE
 CZ1991'AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.15 MILE TO THE
 CZ1991'STATION ON THE LEFT.
 CZ1991'
 CZ1991'THE STATION MARK, A STANDARD DISK STAMPED CENTER 1935 CEMENTED
 CZ1991'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 CZ1991'ABOUT 6 INCHES ABOVE GROUND, IS ABOUT 85 FEET EAST OF A
 CZ1991'BRUSH-FILLED WASH, 34.5 FEET SOUTH OF THE APPROXIMATE CENTER
 CZ1991'OF A TRACK ROAD, AND AT THE CENTER OF THE DIAGONALS FROM
 CZ1991'FOUR IRON STAKES WITH RINGS ARRANGED IN A ROUGH SQUARE.
 CZ1991'
 CZ1991'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CENTER NO
 CZ1991'1 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 CZ1991'PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT 15 INCHES HIGHER
 CZ1991'THAN STATION ELEVATION.
 CZ1991'
 CZ1991'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CENTER
 CZ1991'NO 2 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CZ1991'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT
 CZ1991'15 INCHES HIGHER THAN STATION ELEVATION.
 CZ1991'
 CZ1991'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CZ1991'CENTER NO 3 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE
 CZ1991'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 19.0
 CZ1991'FEET OF THE CENTER OF THE TRACK ROAD TO THE STATION.
 CZ1991
 CZ1991                          STATION RECOVERY (1971)
 CZ1991
 CZ1991'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 CZ1991'CENTER 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 1 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 2 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 3 1935-GOOD.
 CZ1991'
 CZ1991'TO REACH STATION CENTER FROM POST OFFICE IN CORTARO, WHICH
 CZ1991'IS ABOUT 12 MILES NORTHWEST OF TUCSON, GO 3.5 MILES TO THE
 CZ1991'EXIT OF AVRA VALLEY ROAD, SILVER BELL, AND RILLITO.  PROCEED
 CZ1991'WEST NORTHWEST TOWARD SILVER BELL FOR 5.3 MILES TO AVRA VALLEY
 CZ1991'AIR INC. AIRFIELD.  CONTINUE WEST FOR 3.5 MILES TO SOME FARM
 CZ1991'EQUIPMENT BUILDINGS ON LEFT AND GO 0.1 MILE PAST BUILDINGS
 CZ1991'TO A FORK.  TAKE LEFT FORK, DIRT ROAD WEST SOUTHWEST FOR
 CZ1991'0.3 MILE TO THE FIRST DIRT ROAD ON LEFT.  TURN LEFT (SOUTH)
 CZ1991'AND GO 0.9 MILE TO AN INTERSECTION ON RIGHT.  TURN RIGHT
 CZ1991'(WEST) AND GO 0.2 MILE TO A LARGE CLEARED AREA ON RIGHT.  TURN
 CZ1991'RIGHT (NORTH) AND PROCEED ALONG DIRT TRACK FOR 0.4
 CZ1991'MILE TO STATION CENTER.  THERE IS A 10 TO 15 FEET HIGH TREE LINE
 CZ1991'THAT RUNS PARALLEL WITH THE DIRT TRACK ABOUT 100 FEET
 CZ1991'WEST.
 CZ1991
 CZ1991                          STATION RECOVERY (1991)
 CZ1991
 CZ1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1991'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CZ1991'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 15 MI (24.1 KM) TO
 CZ1991'AVRA VALLEY RD (EXIT 242), WEST ON AVRA VALLEY RD 8.5 MI (13.7 KM) TO
 CZ1991'EL PASO GAS RD (2.5 MIWEST OF SANDERS RD), SOUTHWEST ON EL PASO GAS
 CZ1991'RD (DIRT) 0.9 MI (1.4 KM) TO WHERE ROAD INTERSECTS A NORTH-SOUTH DIRT
 CZ1991'RD, TURN SOUTHEAST THROUGH GATE ON DIRT TRAIL 0.3 MILE (0.5 KM) TO AN
 CZ1991'OPEN AREA, MARKER IS APPROX 100 FT (30.5 M) EAST OF A ROW OF
 CZ1991'NORTH-SOUTH MESQUIT TREES, IN THE CENTER OF IRON STAKES WITH RINGS
 CZ1991'ATTACHED AND ARRANGED IN A ROUGH SQUARE. TOWNSHIP 12 SOUTH, RANGE 10
 CZ1991'EAST, SECTION 13.
 CZ1991'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A 1.75
 CZ1991'FT (0.53 M) X 3.65 FT (1.11 M) CONCRETE BLOCK PROJECTING 0.8 FT
 CZ1991'(0.2 M) AND STAMPED CENTER 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0895 ***********************************************************************
 ES0895  DESIGNATION -  CENTER
 ES0895  PID         -  ES0895
 ES0895  STATE/COUNTY-  AZ/NAVAJO
 ES0895  USGS QUAD   -  HANKS DRAW (1990)
 ES0895
 ES0895                         *CURRENT SURVEY CONTROL
 ES0895  ___________________________________________________________________
 ES0895* NAD 83(1992)-  34 25 19.38738(N)    110 39 15.75860(W)     ADJUSTED  
 ES0895* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 ES0895  ___________________________________________________________________
 ES0895  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ES0895  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0895
 ES0895  HORZ ORDER  -  SECOND
 ES0895
 ES0895.The horizontal coordinates were established by classical geodetic methods
 ES0895.and adjusted by the National Geodetic Survey in August 1993..
 ES0895
 ES0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0895
 ES0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0895
 ES0895.The geoid height was determined by GEOID03.
 ES0895
 ES0895;                    North         East     Units Scale Factor Converg.
 ES0895;SPC AZ E     -   379,573.655   168,531.295   MT  0.99992476   -0 16 32.5
 ES0895;SPC AZ E     - 1,245,320.39    552,924.20   iFT  0.99992476   -0 16 32.5
 ES0895;UTM  12      - 3,809,008.031   531,758.850   MT  0.99961243   +0 11 43.4
 ES0895
 ES0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0895!SPC AZ E     -   0.99967585  x   0.99992476  =   0.99960064
 ES0895!UTM  12      -   0.99967585  x   0.99961243  =   0.99928841
 ES0895
 ES0895:                Primary Azimuth Mark                     Grid Az
 ES0895:SPC AZ E     -  POND                                     044 21 58.3
 ES0895:UTM  12      -  POND                                     043 53 42.4
 ES0895
 ES0895|---------------------------------------------------------------------|
 ES0895| PID    Reference Object                     Distance      Geod. Az  |
 ES0895|                                                           dddmmss.s |
 ES0895| ES0929 POND                                APPROX. 0.5 KM 0440525.8 |
 ES0895|---------------------------------------------------------------------|
 ES0895
 ES0895                          SUPERSEDED SURVEY CONTROL
 ES0895
 ES0895  NAD 83(1986)-  34 25 19.38127(N)    110 39 15.76285(W) AD(       ) 2
 ES0895  NGVD 29 (08/03/87) 2088.5    (m)         6852.     (f) VERT ANG       
 ES0895
 ES0895.Superseded values are not recommended for survey control.
 ES0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0895.See file dsdata.txt to determine how the superseded data were derived.
 ES0895
 ES0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3175909008(NAD 83)
 ES0895_MARKER: DS = TRIANGULATION STATION DISK
 ES0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0895+STABILITY: SURFACE MOTION
 ES0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0895+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 ES0895
 ES0895  HISTORY     - Date     Condition        Report By
 ES0895  HISTORY     - 1984     MONUMENTED       AZDT
 ES0895  HISTORY     - 19971011 GOOD             USPSQD
 ES0895  HISTORY     - 20051112 GOOD             EVANS
 ES0895
 ES0895                          STATION DESCRIPTION
 ES0895
 ES0895'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0895'THE STATION IS LOCATED 3-1/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0895'SIDE OF STATE ROUTE 260.
 ES0895'
 ES0895'THE STATION MARK IS AN AZDT DISK STAMPED---CENTER 1984---.  IT IS SET
 ES0895'IN TOP OF A 10 INCH CONCRETE MONUMENT 69 FEET NORTHWEST OF THE CENTER
 ES0895'LINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 4
 ES0895'FEET NORTHWEST OF THE WITNESS POST.
 ES0895'
 ES0895'TO REACH THE STATION FROM THE POST OFFICE INSKIN ROAD
 ES0895'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 3.75 MILES TO MILE
 ES0895'POST 300.2 AND THE STATION ON THE RIGHT.
 ES0895
 ES0895                          STATION RECOVERY (1997)
 ES0895
 ES0895'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0895'RECOVERED IN GOOD CONDITION.
 ES0895
 ES0895                          STATION RECOVERY (2005)
 ES0895
 ES0895'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2238 ***********************************************************************
 DU2238  DESIGNATION -  CENTER
 DU2238  PID         -  DU2238
 DU2238  STATE/COUNTY-  AZ/MARICOPA
 DU2238  USGS QUAD   -  MESA (1982)
 DU2238
 DU2238                         *CURRENT SURVEY CONTROL
 DU2238  ___________________________________________________________________
 DU2238* NAD 83(1992)-  33 23 09.24278(N)    111 49 52.20757(W)     ADJUSTED  
 DU2238* NAVD 88     -       379.7    (meters)    1246.     (feet)  VERTCON   
 DU2238  ___________________________________________________________________
 DU2238  X           -  -1,982,579.333 (meters)                     COMP
 DU2238  Y           -  -4,948,992.349 (meters)                     COMP
 DU2238  Z           -   3,489,967.203 (meters)                     COMP
 DU2238  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DU2238  ELLIP HEIGHT-         350.19  (meters)          (06/11/02) GPS OBS
 DU2238  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2238
 DU2238  HORZ ORDER  -  FIRST
 DU2238  ELLP ORDER  -  FOURTH    CLASS II
 DU2238
 DU2238.The horizontal coordinates were established by GPS observations
 DU2238.and adjusted by the National Geodetic Survey in August 1993..
 DU2238
 DU2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2238
 DU2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2238
 DU2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2238
 DU2238.The ellipsoidal height was determined by GPS observations
 DU2238.and is referenced to NAD 83.
 DU2238
 DU2238.The geoid height was determined by GEOID03.
 DU2238
 DU2238;                    North         East     Units Scale Factor Converg.
 DU2238;SPC AZ C     -   264,549.971   221,314.295   MT  0.99990078   +0 02 49.4
 DU2238;SPC AZ C     -   867,946.10    726,096.77   iFT  0.99990078   +0 02 49.4
 DU2238;UTM  12      - 3,694,377.832   422,694.367   MT  0.99967368   -0 27 26.6
 DU2238
 DU2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2238!SPC AZ C     -   0.99994503  x   0.99990078  =   0.99984581
 DU2238!UTM  12      -   0.99994503  x   0.99967368  =   0.99961872
 DU2238
 DU2238                          SUPERSEDED SURVEY CONTROL
 DU2238
 DU2238  ELLIP H (08/23/93)  350.26   (m)                       GP(       ) 4 2
 DU2238  NAD 83(1986)-  33 23 09.23572(N)    111 49 52.21232(W) AD(       ) 1
 DU2238  NGVD 29 (09/11/89)  379.1    (m)         1244.     (f) GPS OBS        
 DU2238
 DU2238.Superseded values are not recommended for survey control.
 DU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2238.See file dsdata.txt to determine how the superseded data were derived.
 DU2238
 DU2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2269494378(NAD 83)
 DU2238_MARKER: DD = SURVEY DISK
 DU2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2238+STABILITY: SURFACE MOTION
 DU2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2238+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2238
 DU2238  HISTORY     - Date     Condition        Report By
 DU2238  HISTORY     - 1986     MONUMENTED       AZDT
 DU2238  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2238
 DU2238                          STATION DESCRIPTION
 DU2238
 DU2238'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2238'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF THE CENTER OF
 DU2238'MESA, ARIZONA.
 DU2238'
 DU2238'TO REACH THE STATION FROM THE INTERSECTION OF COUNTRY CLUB ROAD AND
 DU2238'STATE HWY. 360, GO EAST ON STATE HWY. 360 FOR 0.8 KM (0.5 MI) TO
 DU2238'THE CENTER STREET OVERPASS AND THE STATION ON THE SOUTHEAST CORNER
 DU2238'OF THE OVERPASS BRIDGE.
 DU2238'
 DU2238'THE STATION IS A STANDARD AGS DISK
 DU2238'STAMPED---CENTER 1986---,
 DU2238'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2238'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2238'2.01 METERS (6.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER CENTER
 DU2238'STREET OVERPASS,
 DU2238'1.22 METERS (4.0 FT) WEST FROM A WITNESS POST AND SIGN,
 DU2238'0.67 METERS (2.2 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE GUTTER
 DU2238'ON STATE HWY. 360,
 DU2238'8.38 METERS (27.5 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 DU2238'LANE OF STATE HWY. 360.
 DU2238'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2238'STAMPED---CENTER 1986---,
 DU2238'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2238
 DU2238                          STATION RECOVERY (2005)
 DU2238
 DU2238'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2238'WITNESS POST, SIGN, AND CONCRETE GUTTER NOT FOUND. THE BRIDGE BEEN
 DU2238'WIDENED SINCE 1986. THE ADJUSTED COORDINATES POINT ABOUT 50 FEET INTO
 DU2238'THE 6 EASTBOUND LANES OF STATE HIGHWAY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1864 ***********************************************************************
 GR1864  DESIGNATION -  CENTER BASE
 GR1864  PID         -  GR1864
 GR1864  STATE/COUNTY-  AZ/MOHAVE
 GR1864  USGS QUAD   -  HOOVER DAM (1997)
 GR1864
 GR1864                         *CURRENT SURVEY CONTROL
 GR1864  ___________________________________________________________________
 GR1864* NAD 83(1992)-  36 00 50.06831(N)    114 44 14.63493(W)     ADJUSTED  
 GR1864* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1864  ___________________________________________________________________
 GR1864  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GR1864  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1864
 GR1864  HORZ ORDER  -  SECOND
 GR1864
 GR1864.The horizontal coordinates were established by classical geodetic methods
 GR1864.and adjusted by the National Geodetic Survey in August 1993..
 GR1864
 GR1864.The orthometric height was scaled from a topographic map.
 GR1864
 GR1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1864
 GR1864.The geoid height was determined by GEOID03.
 GR1864
 GR1864;                    North         East     Units Scale Factor Converg.
 GR1864;SPC AZ W     -   556,525.454   124,352.698   MT  1.00003092   -0 34 50.2
 GR1864;SPC AZ W     - 1,825,870.91    407,981.29   iFT  1.00003092   -0 34 50.2
 GR1864;SPC NV E     - 8,140,544.516   276,252.438   MT  0.99997162   +0 29 50.7
 GR1864;SPC NV E     -26,707,769.80    906,338.21   sFT  0.99997162   +0 29 50.7
 GR1864;UTM  11      - 3,987,859.006   703,903.570   MT  1.00011233   +1 19 51.0
 GR1864
 GR1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1864!SPC AZ W     -   0.99994217  x   1.00003092  =   0.99997309
 GR1864!SPC NV E     -   0.99994217  x   0.99997162  =   0.99991380
 GR1864!UTM  11      -   0.99994217  x   1.00011233  =   1.00005450
 GR1864
 GR1864                          SUPERSEDED SURVEY CONTROL
 GR1864
 GR1864  NAD 83(1986)-  36 00 50.05675(N)    114 44 14.62418(W) AD(       ) 2
 GR1864  NAD 27      -  36 00 50.12600(N)    114 44 11.68700(W) AD(       ) 2
 GR1864
 GR1864.Superseded values are not recommended for survey control.
 GR1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1864.See file dsdata.txt to determine how the superseded data were derived.
 GR1864
 GR1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0390487859(NAD 83)
 GR1864_MARKER: DS = TRIANGULATION STATION DISK
 GR1864_SETTING: 0 = UNSPECIFIED SETTING
 GR1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1864
 GR1864  HISTORY     - Date     Condition        Report By
 GR1864  HISTORY     - 1935     MONUMENTED       BOR
 GR1864  HISTORY     - 1990     GOOD             USPSQD
 GR1864
 GR1864                          STATION DESCRIPTION
 GR1864
 GR1864'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1864'STATION IS A THREE SIDED CONCRETE PIER ABOUT 5 FEET HIGH, LOCATED
 GR1864'ABOUT 450 FEET DOWNSTREAM FROM THE ARIZONA END OF HOOVER DAM,
 GR1864'WITH A STANDARD USC AND GS STATION DISK, THE CENTER OF WHICH
 GR1864'HAS BEEN GROUNDED DOWN TO RECEIVE A FINE SCRATCH MARK.
 GR1864
 GR1864                          STATION RECOVERY (1990)
 GR1864
 GR1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2274 ***********************************************************************
 DU2274  DESIGNATION -  CENTER STATION
 DU2274  PID         -  DU2274
 DU2274  STATE/COUNTY-  AZ/GILA
 DU2274  USGS QUAD   -  GLOBE (1982)
 DU2274
 DU2274                         *CURRENT SURVEY CONTROL
 DU2274  ___________________________________________________________________
 DU2274* NAD 83(1992)-  33 25 19.34452(N)    110 46 58.96602(W)     ADJUSTED  
 DU2274* NAVD 88     -      1310.6    (meters)    4300.     (feet)  VERTCON   
 DU2274  ___________________________________________________________________
 DU2274  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 DU2274  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU2274
 DU2274  HORZ ORDER  -  THIRD
 DU2274
 DU2274.The horizontal coordinates were established by classical geodetic methods
 DU2274.and adjusted by the National Geodetic Survey in August 1993..
 DU2274
 DU2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2274
 DU2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2274
 DU2274.The geoid height was determined by GEOID03.
 DU2274
 DU2274;                    North         East     Units Scale Factor Converg.
 DU2274;SPC AZ E     -   268,724.414   156,038.459   MT  0.99994050   -0 20 22.2
 DU2274;SPC AZ E     -   881,641.78    511,937.20   iFT  0.99994050   -0 20 22.2
 DU2274;UTM  12      - 3,698,096.976   520,169.907   MT  0.99960502   +0 07 10.2
 DU2274
 DU2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2274!SPC AZ E     -   0.99979856  x   0.99994050  =   0.99973907
 DU2274!UTM  12      -   0.99979856  x   0.99960502  =   0.99940366
 DU2274
 DU2274                          SUPERSEDED SURVEY CONTROL
 DU2274
 DU2274  NAD 83(1986)-  33 25 19.34403(N)    110 46 58.96763(W) AD(       ) 3
 DU2274  NGVD 29 (04/26/91) 1310.0    (m)         4298.     (f) VERT ANG       
 DU2274
 DU2274.Superseded values are not recommended for survey control.
 DU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2274.See file dsdata.txt to determine how the superseded data were derived.
 DU2274
 DU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2017098097(NAD 83)
 DU2274_MARKER: DD = SURVEY DISK
 DU2274_SETTING: 80 = SET IN A BOULDER
 DU2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2274+STABILITY: SURFACE MOTION
 DU2274
 DU2274  HISTORY     - Date     Condition        Report By
 DU2274  HISTORY     - 1901     MONUMENTED       USGS
 DU2274
 DU2274                          STATION DESCRIPTION
 DU2274
 DU2274'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 DU2274'LOCATED ABOUT 1900 FT FROM GRAY MINE, ABOUT 1800 FT FROM BUFFALO
 DU2274'MINE, ABOUT 200 FT SW. OF SUMMIT OF RIDGE EXTENDING NE. FROM
 DU2274'BUFFALO MINE.
 DU2274'
 DU2274'TO REACH NOT GIVEN.
 DU2274'
 DU2274'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK.
 DU2274'
 DU2274'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0638 ***********************************************************************
 DV0638  DESIGNATION -  CENTRAL
 DV0638  PID         -  DV0638
 DV0638  STATE/COUNTY-  AZ/MARICOPA
 DV0638  USGS QUAD   -  PHOENIX (1982)
 DV0638
 DV0638                         *CURRENT SURVEY CONTROL
 DV0638  ___________________________________________________________________
 DV0638* NAD 83(1992)-  33 27 41.12888(N)    112 04 26.47401(W)     ADJUSTED  
 DV0638* NAVD 88     -       331.064  (meters)    1086.17   (feet)  ADJUSTED  
 DV0638  ___________________________________________________________________
 DV0638  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DV0638  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0638  DYNAMIC HT  -         330.681 (meters)    1084.91  (feet)  COMP
 DV0638  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0638
 DV0638  HORZ ORDER  -  SECOND
 DV0638  VERT ORDER  -  SECOND    CLASS 0
 DV0638
 DV0638.The horizontal coordinates were established by classical geodetic methods
 DV0638.and adjusted by the National Geodetic Survey in August 1993..
 DV0638
 DV0638.The orthometric height was determined by differential leveling
 DV0638.and adjusted by the National Geodetic Survey in November 1993..
 DV0638
 DV0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0638
 DV0638.The geoid height was determined by GEOID03.
 DV0638
 DV0638.The dynamic height is computed by dividing the NAVD 88
 DV0638.geopotential number by the normal gravity value computed on the
 DV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0638.degrees latitude (g = 980.6199 gals.).
 DV0638
 DV0638.The modeled gravity was interpolated from observed gravity values.
 DV0638
 DV0638;                    North         East     Units Scale Factor Converg.
 DV0638;SPC AZ C     -   272,933.452   198,733.250   MT  0.99990264   -0 05 12.3
 DV0638;SPC AZ C     -   895,450.96    652,011.98   iFT  0.99990264   -0 05 12.3
 DV0638;UTM  12      - 3,702,958.250   400,192.662   MT  0.99972281   -0 35 32.1
 DV0638
 DV0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0638!SPC AZ C     -   0.99995272  x   0.99990264  =   0.99985536
 DV0638!UTM  12      -   0.99995272  x   0.99972281  =   0.99967554
 DV0638
 DV0638:                Primary Azimuth Mark                     Grid Az
 DV0638:SPC AZ C     -  PHOENIX TV STA KPHO RELAY TWR            181 22 15.6
 DV0638:UTM  12      -  PHOENIX TV STA KPHO RELAY TWR            181 52 35.4
 DV0638
 DV0638|---------------------------------------------------------------------|
 DV0638| PID    Reference Object                     Distance      Geod. Az  |
 DV0638|                                                           dddmmss.s |
 DV0638| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 0.7 KM 1811703.3 |
 DV0638| DV0637 CENTRAL RM 2                         21.064 METERS 21203     |
 DV0638| DV0636 CENTRAL AZ MK                                      2704519.9 |
 DV0638| DV0639 CENTRAL RM 1                         19.134 METERS 29239     |
 DV0638|---------------------------------------------------------------------|
 DV0638
 DV0638                          SUPERSEDED SURVEY CONTROL
 DV0638
 DV0638  NAD 83(1986)-  33 27 41.12311(N)    112 04 26.47943(W) AD(       ) 2
 DV0638  NAD 27      -  33 27 40.96720(N)    112 04 23.94420(W) AD(       ) 2
 DV0638  NGVD 29 (??/??/92)  330.409  (m)         1084.02   (f) ADJ UNCH    2 0
 DV0638
 DV0638.Superseded values are not recommended for survey control.
 DV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0638.See file dsdata.txt to determine how the superseded data were derived.
 DV0638
 DV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0019302958(NAD 83)
 DV0638_MARKER: DE = TRAVERSE STATION DISK
 DV0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0638_STAMPING: CENTRAL 1963
 DV0638_MARK LOGO: CGS   
 DV0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0638+STABILITY: SURFACE MOTION
 DV0638
 DV0638  HISTORY     - Date     Condition        Report By
 DV0638  HISTORY     - 1963     MONUMENTED       CGS
 DV0638  HISTORY     - 1963     GOOD             CGS
 DV0638  HISTORY     - 1969     GOOD             AZHD
 DV0638  HISTORY     - 1979     GOOD             AZDT
 DV0638
 DV0638                          STATION DESCRIPTION
 DV0638
 DV0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0638'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION
 DV0638'OF NORTH CENTRAL AVENUE AND MORELAND STREET, IN THE CENTRAL
 DV0638'PART OF PHOENIX.
 DV0638'
 DV0638'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CENTRAL 1963,
 DV0638'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 DV0638'THE SURFACE OF THE GROUND.  THE MARK IS 28 FEET NORTH OF THE
 DV0638'CENTER OF MORELAND STREET, 32 FEET SOUTH OF A LARGE SIGN (COULTER
 DV0638'CADILLAC) AND 60 FEET WEST OF THE CENTERLINE OF NORTH CENTRAL
 DV0638'AVENUE.
 DV0638'
 DV0638'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED CENTRAL NO
 DV0638'1 1963 IS SET IN A DRILL HOLE IN THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE.  THE MARK IS 7.5 FEET SOUTHEAST OF A PALM TREE AND 80
 DV0638'FEET NORTH OF THE CENTER OF MORELAND STREET.
 DV0638'
 DV0638'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED CENTRAL NO
 DV0638'2 1963, IS SET IN A DRILL HOLE IN THE SOUTH CURB OF MORELAND
 DV0638'STREET.  THE MARK IS 27 FEET SOUTH OF THE CENTER OF MORELAND
 DV0638'STREET AND 70 FEET WEST OF THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE.
 DV0638'
 DV0638'AZIMUTH MARK, A STANDARD DISK STAMPED CENTRAL 1963, IS SET IN A
 DV0638'DRILL HOLE IN THE NORTH CURB OF MORELAND STREET.  THE MARK IS
 DV0638'17.6 FEET SOUTH OF A SIDEWALK LEADING TO HOUSE, 36 FEET NORTH OF
 DV0638'THE CENTER OF MORELAND STREET, 58.6 FEET SOUTH OF THE SOUTHWEST
 DV0638'CORNER OF THE HOUSE (84 MORELAND STREET) AND 78.5 FEET EAST OF A
 DV0638'FIRE HYDRANT.
 DV0638'
 DV0638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MORELAND
 DV0638'STREET FOR 0.2 MILE TO THE MARK AS DESCRIBED, ON THE RIGHT.
 DV0638'
 DV0638'CENTER CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED AT THE
 DV0638'CENTER OF THE INTERSECTION OF NORTH CENTRAL AVENUE AND ROOSEVELT
 DV0638'STREET.  THE POINT OBSERVED ON IS A SLIGHT INDENTION IN A MASS
 DV0638'OF CONCRETE WHICH IS ABOUT 5 INCHES BELOW THE SURFACE OF THE
 DV0638'ROAD.
 DV0638'
 DV0638'HEIGHT OF LIGHT ABOVE STATION MARK 22.13 METERS.
 DV0638
 DV0638                          STATION RECOVERY (1963)
 DV0638
 DV0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0638'IN PHOENIX.
 DV0638'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0638'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0638'LONG NARROW CITY PARK, 34 FEET WEST OF THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE, 10 FEET NORTH OF THE NORTH CURB OF WEST MORELAND STREET, 13.3
 DV0638'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, ABOUT 0.5 FOOT ABOVE THE
 DV0638'LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0638'GROUND.
 DV0638
 DV0638                          STATION RECOVERY (1969)
 DV0638
 DV0638'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0638'GENERAL LOCATION PHOENIX
 DV0638'
 DV0638'STATION MARK ALL MARKS RECOVERED IN GOOD CONDITION.  THE
 DV0638'DESCRIPTION IS ADEQUATE
 DV0638
 DV0638                          STATION RECOVERY (1979)
 DV0638
 DV0638'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1250 ***********************************************************************
 CY1250  DESIGNATION -  CENTRAL
 CY1250  PID         -  CY1250
 CY1250  STATE/COUNTY-  AZ/GRAHAM
 CY1250  USGS QUAD   -  THATCHER (1985)
 CY1250
 CY1250                         *CURRENT SURVEY CONTROL
 CY1250  ___________________________________________________________________
 CY1250* NAD 83(1992)-  32 51 46.04549(N)    109 48 06.09438(W)     ADJUSTED  
 CY1250* NAVD 88     -       896.4    (meters)    2941.     (feet)  VERTCON   
 CY1250  ___________________________________________________________________
 CY1250  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CY1250  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CY1250
 CY1250  HORZ ORDER  -  SECOND
 CY1250
 CY1250.The horizontal coordinates were established by classical geodetic methods
 CY1250.and adjusted by the National Geodetic Survey in August 1993..
 CY1250
 CY1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1250
 CY1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1250
 CY1250.The geoid height was determined by GEOID03.
 CY1250
 CY1250;                    North         East     Units Scale Factor Converg.
 CY1250;SPC AZ E     -   206,595.110   247,517.349   MT  0.99991438   +0 11 53.0
 CY1250;SPC AZ E     -   677,805.48    812,064.79   iFT  0.99991438   +0 11 53.0
 CY1250;UTM  12      - 3,636,712.296   612,117.190   MT  0.99975499   +0 39 01.1
 CY1250
 CY1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1250!SPC AZ E     -   0.99986353  x   0.99991438  =   0.99977792
 CY1250!UTM  12      -   0.99986353  x   0.99975499  =   0.99961855
 CY1250
 CY1250:                Primary Azimuth Mark                     Grid Az
 CY1250:SPC AZ E     -  CENTRAL AZ MK                            088 17 52.8
 CY1250:UTM  12      -  CENTRAL AZ MK                            087 50 44.7
 CY1250
 CY1250|---------------------------------------------------------------------|
 CY1250| PID    Reference Object                     Distance      Geod. Az  |
 CY1250|                                                           dddmmss.s |
 CY1250| CS6048 CENTRAL AZ MK                                      0882945.8 |
 CY1250| CS6049 CENTRAL RM 1                         15.598 METERS 22855     |
 CY1250| CS6050 CENTRAL RM 2                         15.266 METERS 32251     |
 CY1250|---------------------------------------------------------------------|
 CY1250
 CY1250                          SUPERSEDED SURVEY CONTROL
 CY1250
 CY1250  NAD 83(1986)-  32 51 46.03921(N)    109 48 06.09285(W) AD(       ) 2
 CY1250  NGVD 29 (06/21/91)  895.8    (m)         2939.     (f) VERT ANG       
 CY1250
 CY1250.Superseded values are not recommended for survey control.
 CY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1250.See file dsdata.txt to determine how the superseded data were derived.
 CY1250
 CY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1211736712(NAD 83)
 CY1250_MARKER: DS = TRIANGULATION STATION DISK
 CY1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1250+STABILITY: SURFACE MOTION
 CY1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1250+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 CY1250
 CY1250  HISTORY     - Date     Condition        Report By
 CY1250  HISTORY     - 1984     MONUMENTED       AZDT
 CY1250  HISTORY     - 20060825 GOOD             GEOCAC
 CY1250
 CY1250                          STATION DESCRIPTION
 CY1250
 CY1250'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 CY1250'THE STATION IS LOCATED ON TOP OF A MESA 2-1/2 MILES SOUTHEAST OF PIMA
 CY1250'AND 1 MILE SOUTHWEST OF U.S. HIGHWAY 70.
 CY1250'
 CY1250'THE STATION MARK IS AN AZDT DISK STAMPED---CENTRAL 1984---.  IT IS SET
 CY1250'IN TOP OF A 10 INCH CONCRETE MONUMENT 102 FEET WEST OF THE CENTER OF
 CY1250'CEMENTARY AVENUE, 10 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 3
 CY1250'FEET SOUTHWEST OF THE WITNESS POST.
 CY1250'
 CY1250'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CENTRAL RM 1 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1250'
 CY1250'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CENTRAL RM 2 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1250'
 CY1250'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---CENTRAL AZMUTH 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 0.4 MILE
 CY1250'WEST ALONG U.S. HIGHWAY 70 FROM CENTRAL AVENUE.  IT IS 50 FEET
 CY1250'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST OF THE
 CY1250'NORTHEAST RAIL OF THE RAILROAD AND 2 FEET SOUTH OF THE WITNESS POST.
 CY1250'
 CY1250'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL SOUTHWEST
 CY1250'ALONG U.S. HIGHWAY 70 FOR 2.8 MILES TO CENTRAL ROAD ON THE RIGHT.
 CY1250'TURN RIGHT AND TRAVEL WEST FOR 0.5 MILE TO CEMENTARY AVENUE ON THE
 CY1250'LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.4 MILE TO THE SOUTH END OF A
 CY1250'CUT ON TOP OF A MESA AND A TRACK ROAD ON THE RIGHT.  TURN RIGH 180
 CY1250'DEGREES AND TRAVEL NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CY1250
 CY1250                          STATION RECOVERY (2006)
 CY1250
 CY1250'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1250'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 CY1250'DESCRIBED. DID NOT LOCATE REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0636 ***********************************************************************
 DV0636  DESIGNATION -  CENTRAL AZ MK
 DV0636  PID         -  DV0636
 DV0636  STATE/COUNTY-  AZ/MARICOPA
 DV0636  USGS QUAD   -  PHOENIX (1982)
 DV0636
 DV0636                         *CURRENT SURVEY CONTROL
 DV0636  ___________________________________________________________________
 DV0636* NAD 83(1986)-  33 27 42.     (N)    112 04 42.     (W)     SCALED    
 DV0636* NAVD 88     -       330.747  (meters)    1085.13   (feet)  ADJUSTED  
 DV0636  ___________________________________________________________________
 DV0636  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0636  DYNAMIC HT  -         330.365 (meters)    1083.87  (feet)  COMP
 DV0636  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0636
 DV0636  VERT ORDER  -  SECOND    CLASS 0
 DV0636
 DV0636.The horizontal coordinates were scaled from a topographic map and have
 DV0636.an estimated accuracy of +/- 6 seconds.
 DV0636
 DV0636.The orthometric height was determined by differential leveling
 DV0636.and adjusted by the National Geodetic Survey in November 1993..
 DV0636
 DV0636.The geoid height was determined by GEOID03.
 DV0636
 DV0636.The dynamic height is computed by dividing the NAVD 88
 DV0636.geopotential number by the normal gravity value computed on the
 DV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0636.degrees latitude (g = 980.6199 gals.).
 DV0636
 DV0636.The modeled gravity was interpolated from observed gravity values.
 DV0636
 DV0636;                    North         East    Units  Estimated Accuracy
 DV0636;SPC AZ C     -   272,960.      198,330.      MT  (+/- 180 meters Scaled)
 DV0636
 DV0636                          SUPERSEDED SURVEY CONTROL
 DV0636
 DV0636  NGVD 29 (??/??/92)  330.083  (m)         1082.95   (f) ADJ UNCH    2 0
 DV0636
 DV0636.Superseded values are not recommended for survey control.
 DV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0636.See file dsdata.txt to determine how the superseded data were derived.
 DV0636
 DV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC997029(NAD 83)
 DV0636_MARKER: DZ = AZIMUTH MARK DISK
 DV0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0636_SP_SET: CURB
 DV0636_STAMPING: CENTRAL 1963
 DV0636_MARK LOGO: CGS   
 DV0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0636
 DV0636  HISTORY     - Date     Condition        Report By
 DV0636  HISTORY     - 1963     MONUMENTED       CGS
 DV0636  HISTORY     - 1979     GOOD             AZDT
 DV0636
 DV0636                          STATION DESCRIPTION
 DV0636
 DV0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0636'IN PHOENIX.
 DV0636'AT THE INTERSECTION OF NORTH 3RD AVENUE AND WEST MORELAND STREET, AT
 DV0636'THE WEST END OF A LONG NARROW CITY PARK, AND ABOUT 0.2 MILE WEST OF
 DV0636'NORTH CENTRAL AVENUE, 9 FEET NORTH OF THE CENTER OF THE WEST BOUND
 DV0636'LANE OF WEST MORELAND STREET, 17.5 FEET SOUTH OF THE SOUTH EDGE OF A
 DV0636'SIDEWALK, 59 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE NO. 84, 57.5
 DV0636'FEET EAST-NORTHEAST OF A STREET SIGN, ABOUT 0.5 FOOT ABOVE THE LEVEL
 DV0636'OF THE STREET, AND SET IN TOP OF THE NORTH CONCRETE CURB OF THE WEST
 DV0636'BOUND LANE OF WEST MORELAND STREET.
 DV0636
 DV0636                          STATION RECOVERY (1979)
 DV0636
 DV0636'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0639 ***********************************************************************
 DV0639  DESIGNATION -  CENTRAL RM 1
 DV0639  PID         -  DV0639
 DV0639  STATE/COUNTY-  AZ/MARICOPA
 DV0639  USGS QUAD   -  PHOENIX (1982)
 DV0639
 DV0639                         *CURRENT SURVEY CONTROL
 DV0639  ___________________________________________________________________
 DV0639* NAD 83(1986)-  33 27 40.     (N)    112 04 26.     (W)     SCALED    
 DV0639* NAVD 88     -       331.128  (meters)    1086.38   (feet)  ADJUSTED  
 DV0639  ___________________________________________________________________
 DV0639  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0639  DYNAMIC HT  -         330.745 (meters)    1085.12  (feet)  COMP
 DV0639  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0639
 DV0639  VERT ORDER  -  SECOND    CLASS 0
 DV0639
 DV0639.The horizontal coordinates were scaled from a topographic map and have
 DV0639.an estimated accuracy of +/- 6 seconds.
 DV0639
 DV0639.The orthometric height was determined by differential leveling
 DV0639.and adjusted by the National Geodetic Survey in November 1993..
 DV0639
 DV0639.The geoid height was determined by GEOID03.
 DV0639
 DV0639.The dynamic height is computed by dividing the NAVD 88
 DV0639.geopotential number by the normal gravity value computed on the
 DV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0639.degrees latitude (g = 980.6199 gals.).
 DV0639
 DV0639.The modeled gravity was interpolated from observed gravity values.
 DV0639
 DV0639;                    North         East    Units  Estimated Accuracy
 DV0639;SPC AZ C     -   272,900.      198,750.      MT  (+/- 180 meters Scaled)
 DV0639
 DV0639                          SUPERSEDED SURVEY CONTROL
 DV0639
 DV0639  NGVD 29 (??/??/92)  330.470  (m)         1084.22   (f) ADJ UNCH    2 0
 DV0639
 DV0639.Superseded values are not recommended for survey control.
 DV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0639.See file dsdata.txt to determine how the superseded data were derived.
 DV0639
 DV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC002029(NAD 83)
 DV0639_MARKER: DR = REFERENCE MARK DISK
 DV0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0639_SP_SET: CURB
 DV0639_STAMPING: CENTRAL NO 1 1963
 DV0639_MARK LOGO: CGS   
 DV0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0639
 DV0639  HISTORY     - Date     Condition        Report By
 DV0639  HISTORY     - 1963     MONUMENTED       CGS
 DV0639  HISTORY     - 1979     GOOD             AZDT
 DV0639
 DV0639                          STATION DESCRIPTION
 DV0639
 DV0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0639'IN PHOENIX.
 DV0639'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0639'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0639'LONG NARROW CITY PARK, 62.8 FEET NORTHEAST OF TRAVERSE STATION
 DV0639'CENTRAL, 63 FEET NORTH OF THE NORTH CURB OF WEST MORELAND STREET, 15.5
 DV0639'FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND SET IN TOP OF THE WEST
 DV0639'CONCRETE CURB OF NORTH CENTRAL AVENUE.
 DV0639
 DV0639                          STATION RECOVERY (1979)
 DV0639
 DV0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0637 ***********************************************************************
 DV0637  DESIGNATION -  CENTRAL RM 2
 DV0637  PID         -  DV0637
 DV0637  STATE/COUNTY-  AZ/MARICOPA
 DV0637  USGS QUAD   -  PHOENIX (1982)
 DV0637
 DV0637                         *CURRENT SURVEY CONTROL
 DV0637  ___________________________________________________________________
 DV0637* NAD 83(1986)-  33 27 40.     (N)    112 04 26.     (W)     SCALED    
 DV0637* NAVD 88     -       331.032  (meters)    1086.06   (feet)  ADJUSTED  
 DV0637  ___________________________________________________________________
 DV0637  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0637  DYNAMIC HT  -         330.649 (meters)    1084.80  (feet)  COMP
 DV0637  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0637
 DV0637  VERT ORDER  -  SECOND    CLASS 0
 DV0637
 DV0637.The horizontal coordinates were scaled from a topographic map and have
 DV0637.an estimated accuracy of +/- 6 seconds.
 DV0637
 DV0637.The orthometric height was determined by differential leveling
 DV0637.and adjusted by the National Geodetic Survey in November 1993..
 DV0637
 DV0637.The geoid height was determined by GEOID03.
 DV0637
 DV0637.The dynamic height is computed by dividing the NAVD 88
 DV0637.geopotential number by the normal gravity value computed on the
 DV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0637.degrees latitude (g = 980.6199 gals.).
 DV0637
 DV0637.The modeled gravity was interpolated from observed gravity values.
 DV0637
 DV0637;                    North         East    Units  Estimated Accuracy
 DV0637;SPC AZ C     -   272,900.      198,750.      MT  (+/- 180 meters Scaled)
 DV0637
 DV0637                          SUPERSEDED SURVEY CONTROL
 DV0637
 DV0637  NGVD 29 (??/??/92)  330.370  (m)         1083.89   (f) ADJ UNCH    2 0
 DV0637
 DV0637.Superseded values are not recommended for survey control.
 DV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0637.See file dsdata.txt to determine how the superseded data were derived.
 DV0637
 DV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC002029(NAD 83)
 DV0637_MARKER: DR = REFERENCE MARK DISK
 DV0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0637_SP_SET: CURB
 DV0637_STAMPING: CENTRAL NO 2 1963
 DV0637_MARK LOGO: CGS   
 DV0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0637
 DV0637  HISTORY     - Date     Condition        Report By
 DV0637  HISTORY     - 1963     MONUMENTED       CGS
 DV0637  HISTORY     - 1979     GOOD             AZDT
 DV0637
 DV0637                          STATION DESCRIPTION
 DV0637
 DV0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0637'IN PHOENIX.
 DV0637'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0637'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0637'LONG NARROW CITY PARK, 69.1 FEET SOUTHWEST OF TRAVERSE STATION
 DV0637'CENTRAL, 50 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 23.3 FEET NORTH
 DV0637'OF THE NORTH EDGE OF A SIDEWALK, AND SET IN TOP OF THE SOUTH CONCRETE
 DV0637'CURB OF WEST MORELAND STREET.
 DV0637
 DV0637                          STATION RECOVERY (1979)
 DV0637
 DV0637'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0517 ***********************************************************************
 ER0517  DESIGNATION -  CERRO
 ER0517  PID         -  ER0517
 ER0517  STATE/COUNTY-  AZ/APACHE
 ER0517  USGS QUAD   -  WHITING KNOLL (1969)
 ER0517
 ER0517                         *CURRENT SURVEY CONTROL
 ER0517  ___________________________________________________________________
 ER0517* NAD 83(1992)-  34 14 16.01593(N)    109 30 17.95666(W)     ADJUSTED  
 ER0517* NAVD 88     -      2230.8    (meters)    7319.     (feet)  VERTCON   
 ER0517  ___________________________________________________________________
 ER0517  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ER0517  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ER0517
 ER0517  HORZ ORDER  -  SECOND
 ER0517
 ER0517.The horizontal coordinates were established by classical geodetic methods
 ER0517.and adjusted by the National Geodetic Survey in August 1993..
 ER0517
 ER0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0517
 ER0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0517
 ER0517.The geoid height was determined by GEOID03.
 ER0517
 ER0517;                    North         East     Units Scale Factor Converg.
 ER0517;SPC AZ E     -   359,225.118   274,312.597   MT  0.99994578   +0 22 20.2
 ER0517;SPC AZ E     - 1,178,560.10    899,975.71   iFT  0.99994578   +0 22 20.2
 ER0517;UTM  12      - 3,789,532.065   637,681.023   MT  0.99983367   +0 50 28.6
 ER0517
 ER0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0517!SPC AZ E     -   0.99965350  x   0.99994578  =   0.99959930
 ER0517!UTM  12      -   0.99965350  x   0.99983367  =   0.99948723
 ER0517
 ER0517|---------------------------------------------------------------------|
 ER0517| PID    Reference Object                     Distance      Geod. Az  |
 ER0517|                                                           dddmmss.s |
 ER0517| CD1766 CERRO RM 1                           12.936 METERS 11820     |
 ER0517| ER0516 BARE                                APPROX. 1.6 KM 1684414.4 |
 ER0517| CD1767 CERRO RM 2                           12.876 METERS 29805     |
 ER0517|---------------------------------------------------------------------|
 ER0517
 ER0517                          SUPERSEDED SURVEY CONTROL
 ER0517
 ER0517  NAD 83(1986)-  34 14 16.01422(N)    109 30 17.96395(W) AD(       ) 2
 ER0517  NAD 27      -  34 14 15.85717(N)    109 30 15.62257(W) AD(       ) 2
 ER0517  NGVD 29 (07/19/86) 2229.8    (m)         7316.     (f) VERT ANG       
 ER0517
 ER0517.Superseded values are not recommended for survey control.
 ER0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0517.See file dsdata.txt to determine how the superseded data were derived.
 ER0517
 ER0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3768189532(NAD 83)
 ER0517_MARKER: DD = SURVEY DISK
 ER0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0517+STABILITY: SURFACE MOTION
 ER0517
 ER0517  HISTORY     - Date     Condition        Report By
 ER0517  HISTORY     - 1978     MONUMENTED       AZDT
 ER0517
 ER0517                          STATION DESCRIPTION
 ER0517
 ER0517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0517'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF SPRINGERVILLE
 ER0517'IN THE NORTH R/W ALONG U.S. HWY. 60.
 ER0517'
 ER0517'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO 1978---SET
 ER0517'IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS 71 FEET NORTH
 ER0517'OF HWY. CENTERLINE INSIDE THE R/W FENCE AND MARKED WITH A WITNESS POST
 ER0517'AND SIGN 2.8 FEET TO THE NORTH.
 ER0517'
 ER0517'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO RM 2
 ER0517'1978---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ER0517'
 ER0517'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO RM 1
 ER0517'1978---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ER0517'
 ER0517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 180-666 AND
 ER0517'60, 5 MILES NORTHWEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 TO MILE
 ER0517'POST 372.63 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6857 ***********************************************************************
 DH6857  PACS        -  This is a Primary Airport Control Station.
 DH6857  DESIGNATION -  CFT A
 DH6857  PID         -  DH6857
 DH6857  STATE/COUNTY-  AZ/GREENLEE
 DH6857  USGS QUAD   -  YORK (1986)
 DH6857
 DH6857                         *CURRENT SURVEY CONTROL
 DH6857  ___________________________________________________________________
 DH6857* NAD 83(1992)-  32 57 22.80485(N)    109 12 36.46446(W)     ADJUSTED  
 DH6857* NAVD 88     -      1146.27   (meters)    3760.7    (feet)  GPS OBS   
 DH6857  ___________________________________________________________________
 DH6857  X           -  -1,762,978.770 (meters)                     COMP
 DH6857  Y           -  -5,059,705.162 (meters)                     COMP
 DH6857  Z           -   3,450,505.828 (meters)                     COMP
 DH6857  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 DH6857  ELLIP HEIGHT-        1120.57  (meters)          (09/21/05) GPS OBS
 DH6857  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DH6857
 DH6857  HORZ ORDER  -  B
 DH6857  ELLP ORDER  -  FOURTH    CLASS II
 DH6857
 DH6857.This mark is at Greenlee County Airport  (CFT)
 DH6857
 DH6857.The horizontal coordinates were established by GPS observations
 DH6857.and adjusted by the WOOLPERT CONSULTANTS in September 2005..
 DH6857
 DH6857.The orthometric height was determined by GPS observations and a
 DH6857.high-resolution geoid model.
 DH6857
 DH6857.GPS derived orthometric heights for airport stations designated as
 DH6857.PACS or SACS are published to 2 decimal places.  This maintains
 DH6857.centimeter relative accuracy between the PACS and SACS.  It does
 DH6857.not indicate centimeter accuracy relative to other marks which are
 DH6857.part of the NAVD 88 network.
 DH6857
 DH6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6857
 DH6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6857
 DH6857.The ellipsoidal height was determined by GPS observations
 DH6857.and is referenced to NAD 83.
 DH6857
 DH6857.The geoid height was determined by GEOID03.
 DH6857
 DH6857;                    North         East     Units Scale Factor Converg.
 DH6857;SPC AZ E     -   217,315.479   302,788.291   MT  0.99999858   +0 31 13.4
 DH6857;SPC AZ E     -   712,977.29    993,399.90   iFT  0.99999858   +0 31 13.4
 DH6857;UTM  12      - 3,647,868.020   667,295.796   MT  0.99994510   +0 58 26.1
 DH6857
 DH6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6857!SPC AZ E     -   0.99982410  x   0.99999858  =   0.99982268
 DH6857!UTM  12      -   0.99982410  x   0.99994510  =   0.99976921
 DH6857
 DH6857                          SUPERSEDED SURVEY CONTROL
 DH6857
 DH6857.No superseded survey control is available for this station.
 DH6857
 DH6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6729647868(NAD 83)
 DH6857_MARKER: I = METAL ROD
 DH6857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6857_STAMPING: CFT A 2005
 DH6857_MARK LOGO: NGS   
 DH6857_PROJECTION: FLUSH
 DH6857_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6857+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 DH6857_ROD/PIPE-DEPTH: 3.17 meters
 DH6857_SLEEVE-DEPTH  : 0.9 meters
 DH6857
 DH6857  HISTORY     - Date     Condition        Report By
 DH6857  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6857
 DH6857                          STATION DESCRIPTION
 DH6857
 DH6857'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6857'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6857'16.2 KM (10.1 MI) SOUTH OF CLIFTON, ARIZONA AT THE GREENLEE COUNTY
 DH6857'AIRPORT. PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6857'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6857' 
 DH6857'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6857'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.77 KM (1.1
 DH6857'MI) TO COUNTY AIRPORT RD. TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6857'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6857'THROUGH THE GATE AND  ONTO THE TARMAC FOR 0.15 KM (0.1 MI) TO THE
 DH6857'RUNWAY.  CONTINUE ACROSS THE RUNWAY  AND THE STATION AHEAD.
 DH6857' 
 DH6857'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DH6857'REFUSAL AT A DEPTH OF 3.17 M (10.4 FT) ENCASED IN A 0.9 M (3.0 FT)
 DH6857'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DH6857'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 76.9 M
 DH6857'(252.5 FT)  SOUTH OF THE RUNWAY, 67.8 M (222.4 FT) SOUTHWEST OF AN
 DH6857'ELECTRIC VAULT, 20.2 M (66.2 FT) NORTH OF A BARBED WIRE FENCE, 0.9 M
 DH6857'(3 FT) EAST OF A FIBERGLASS WITNESS POST AND 0.9 M (3 FT) WEST OF A
 DH6857'FIBERGLASS WITNESS POST. THE POINT IS SURROUNDED  BY FOUR T-POSTS.
 DH6857'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6855 ***********************************************************************
 DH6855  SACS        -  This is a Secondary Airport Control Station.
 DH6855  DESIGNATION -  CFT B
 DH6855  PID         -  DH6855
 DH6855  STATE/COUNTY-  AZ/GREENLEE
 DH6855  USGS QUAD   -  YORK (1986)
 DH6855
 DH6855                         *CURRENT SURVEY CONTROL
 DH6855  ___________________________________________________________________
 DH6855* NAD 83(1992)-  32 57 25.03623(N)    109 12 15.17980(W)     ADJUSTED  
 DH6855* NAVD 88     -      1154.45   (meters)    3787.6    (feet)  GPS OBS   
 DH6855  ___________________________________________________________________
 DH6855  X           -  -1,762,446.602 (meters)                     COMP
 DH6855  Y           -  -5,059,858.228 (meters)                     COMP
 DH6855  Z           -   3,450,567.974 (meters)                     COMP
 DH6855  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DH6855  ELLIP HEIGHT-        1128.76  (meters)          (09/21/05) GPS OBS
 DH6855  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DH6855
 DH6855  HORZ ORDER  -  FIRST
 DH6855  ELLP ORDER  -  FOURTH    CLASS II
 DH6855
 DH6855.This mark is at Greenlee County Airport  (CFT)
 DH6855
 DH6855.The horizontal coordinates were established by GPS observations
 DH6855.and adjusted by the WOOLPERT CONSULTANTS in September 2005..
 DH6855
 DH6855.The orthometric height was determined by GPS observations and a
 DH6855.high-resolution geoid model.
 DH6855
 DH6855.GPS derived orthometric heights for airport stations designated as
 DH6855.PACS or SACS are published to 2 decimal places.  This maintains
 DH6855.centimeter relative accuracy between the PACS and SACS.  It does
 DH6855.not indicate centimeter accuracy relative to other marks which are
 DH6855.part of the NAVD 88 network.
 DH6855
 DH6855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6855
 DH6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6855
 DH6855.The ellipsoidal height was determined by GPS observations
 DH6855.and is referenced to NAD 83.
 DH6855
 DH6855.The geoid height was determined by GEOID03.
 DH6855
 DH6855;                    North         East     Units Scale Factor Converg.
 DH6855;SPC AZ E     -   217,389.253   303,340.444   MT  0.99999980   +0 31 25.0
 DH6855;SPC AZ E     -   713,219.33    995,211.43   iFT  0.99999980   +0 31 25.0
 DH6855;UTM  12      - 3,647,946.159   667,847.319   MT  0.99994738   +0 58 37.7
 DH6855
 DH6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6855!SPC AZ E     -   0.99982281  x   0.99999980  =   0.99982261
 DH6855!UTM  12      -   0.99982281  x   0.99994738  =   0.99977020
 DH6855
 DH6855                          SUPERSEDED SURVEY CONTROL
 DH6855
 DH6855.No superseded survey control is available for this station.
 DH6855
 DH6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6784747946(NAD 83)
 DH6855_MARKER: DH = HORIZONTAL CONTROL DISK
 DH6855_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6855_STAMPING: CFT B 2005
 DH6855_MARK LOGO: NGS   
 DH6855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6855+STABILITY: SURFACE MOTION
 DH6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6855+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 DH6855
 DH6855  HISTORY     - Date     Condition        Report By
 DH6855  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6855
 DH6855                          STATION DESCRIPTION
 DH6855
 DH6855'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6855'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6855'16.2 KM (10.1) SOUTH OF CLIFTON, ARIZONA  AT THE GREENLEE COUNTY
 DH6855'AIRPORT. PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6855'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6855' 
 DH6855'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6855'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.8 KM (1.1
 DH6855'MI) TO COUNTY AIRPORT RD.  TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6855'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6855'THROUGH THE GATE AND  ONTO THE TARMAC FOR APPROXIMATELY 61 KM (200 FT)
 DH6855'TO THE TAXIWAY.  TURN LEFT  (SOUTHEAST) ON THE TAXIWAY FOR 0.64 KM
 DH6855'(0.4 MI) TO THE END OF THE TAXIWAY.   TURN RIGHT (WEST) ON THE TAXIWAY
 DH6855'AND PROCEED TO THE STOP BAR AND RUNWAY.   PROCEED ACROSS THE RUNWAY
 DH6855'AND NORTHWEST TO THE STATION AHEAD.
 DH6855' 
 DH6855'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DH6855'POST. SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS
 DH6855'66.9 M (219.4 FT) SOUTH OF THE RUNWAY, 63.6 M (208.5 FT) SOUTHEAST OF
 DH6855'A RUNWAY LIGHT, 30.9 M (101.4 FT) NORTH OF A BARBED WIRE FENCE, 0.9 M
 DH6855'(3 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.9 M (3 FT) SOUTH OF A
 DH6855'FIBERGLASS WITNESS POST. SURROUNDED BY FOUR T-POSTS. THIS STATION IS
 DH6855'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6856 ***********************************************************************
 DH6856  SACS        -  This is a Secondary Airport Control Station.
 DH6856  DESIGNATION -  CFT C
 DH6856  PID         -  DH6856
 DH6856  STATE/COUNTY-  AZ/GREENLEE
 DH6856  USGS QUAD   -  YORK (1986)
 DH6856
 DH6856                         *CURRENT SURVEY CONTROL
 DH6856  ___________________________________________________________________
 DH6856* NAD 83(1992)-  32 57 19.80337(N)    109 13 09.53104(W)     ADJUSTED  
 DH6856* NAVD 88     -      1132.86   (meters)    3716.7    (feet)  GPS OBS   
 DH6856  ___________________________________________________________________
 DH6856  X           -  -1,763,802.727 (meters)                     COMP
 DH6856  Y           -  -5,059,459.336 (meters)                     COMP
 DH6856  Z           -   3,450,420.922 (meters)                     COMP
 DH6856  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DH6856  ELLIP HEIGHT-        1107.14  (meters)          (09/21/05) GPS OBS
 DH6856  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DH6856
 DH6856  HORZ ORDER  -  FIRST
 DH6856  ELLP ORDER  -  FOURTH    CLASS II
 DH6856
 DH6856.This mark is at Greenlee County Airport  (CFT)
 DH6856
 DH6856.The horizontal coordinates were established by GPS observations
 DH6856.and adjusted by the WOOLPERT CONSULTANTS in September 2005..
 DH6856
 DH6856.The orthometric height was determined by GPS observations and a
 DH6856.high-resolution geoid model.
 DH6856
 DH6856.GPS derived orthometric heights for airport stations designated as
 DH6856.PACS or SACS are published to 2 decimal places.  This maintains
 DH6856.centimeter relative accuracy between the PACS and SACS.  It does
 DH6856.not indicate centimeter accuracy relative to other marks which are
 DH6856.part of the NAVD 88 network.
 DH6856
 DH6856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6856
 DH6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6856
 DH6856.The ellipsoidal height was determined by GPS observations
 DH6856.and is referenced to NAD 83.
 DH6856
 DH6856.The geoid height was determined by GEOID03.
 DH6856
 DH6856;                    North         East     Units Scale Factor Converg.
 DH6856;SPC AZ E     -   217,215.255   301,930.354   MT  0.99999670   +0 30 55.4
 DH6856;SPC AZ E     -   712,648.47    990,585.15   iFT  0.99999670   +0 30 55.4
 DH6856;UTM  12      - 3,647,761.014   666,438.726   MT  0.99994157   +0 58 08.0
 DH6856
 DH6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6856!SPC AZ E     -   0.99982621  x   0.99999670  =   0.99982291
 DH6856!UTM  12      -   0.99982621  x   0.99994157  =   0.99976779
 DH6856
 DH6856                          SUPERSEDED SURVEY CONTROL
 DH6856
 DH6856.No superseded survey control is available for this station.
 DH6856
 DH6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6643947761(NAD 83)
 DH6856_MARKER: DD = SURVEY DISK
 DH6856_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6856_STAMPING: CFT C 2005
 DH6856_MARK LOGO: NGS   
 DH6856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6856+STABILITY: SURFACE MOTION
 DH6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6856+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 DH6856
 DH6856  HISTORY     - Date     Condition        Report By
 DH6856  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6856
 DH6856                          STATION DESCRIPTION
 DH6856
 DH6856'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6856'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6856'16.2 KM (10.1) SOUTH OF CLIFTON, ARIZONA AT THE GREENLEE COUNTY
 DH6856'AIRPORT.  PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6856'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6856' 
 DH6856'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6856'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.8 KM (1.1
 DH6856'MI) TO COUNTY AIRPORT RD.  TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6856'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6856'THROUGH THE GATE AND  ONTO THE TARMAC FOR 0.15 KM (0.1 MI) TO THE
 DH6856'RUNWAY.  TURN RIGHT (NORTHWEST)  ON THE RUNWAY FOR 0.8 KM (0.5 MI) TO
 DH6856'THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 DH6856' 
 DH6856'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DH6856'POST. SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS
 DH6856'80.3 M (263.3 FT) SOUTH OF THE END OF RUNWAY EXTENDED, 31.2 M (102.4
 DH6856'FT) SOUTH OF A WINDSOCK, AND  19.1 M (62.7 FT) NORTH OF A BARBED WIRE
 DH6856'FENCE, 0.9 M (3 FT) NORTH OF A FIBERGLASS  WITNESS POST AND 0.9 M (3
 DH6856'FT) SOUTH OF A FIBERGLASS WITNESS POST. SURROUNDED BY  FOUR T-POSTS.
 DH6856'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3560 ***********************************************************************
 AA3560  DESIGNATION -  CGZ A 1984
 AA3560  PID         -  AA3560
 AA3560  STATE/COUNTY-  AZ/PINAL
 AA3560  USGS QUAD   -  CASA GRANDE WEST (1992)
 AA3560
 AA3560                         *CURRENT SURVEY CONTROL
 AA3560  ___________________________________________________________________
 AA3560* NAD 83(1992)-  32 57 03.50195(N)    111 46 24.58861(W)     ADJUSTED  
 AA3560* NAVD 88     -       440.64   (+/-2cm)    1445.7    (feet)  VERTCON   
 AA3560  ___________________________________________________________________
 AA3560  X           -  -1,987,405.378 (meters)                     COMP
 AA3560  Y           -  -4,975,541.453 (meters)                     COMP
 AA3560  Z           -   3,449,620.569 (meters)                     COMP
 AA3560  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AA3560  ELLIP HEIGHT-         410.56  (meters)          (01/12/01) GPS OBS
 AA3560  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AA3560
 AA3560  HORZ ORDER  -  B
 AA3560  VERT ORDER  -  THIRD ? (See Below)
 AA3560  ELLP ORDER  -  FOURTH    CLASS I
 AA3560
 AA3560.This mark is at Casa Grande Municipal Airport (CGZ)
 AA3560
 AA3560.The horizontal coordinates were established by GPS observations
 AA3560.and adjusted by the National Geodetic Survey in March 1995..
 AA3560
 AA3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3560.The vertical order pertains to the NGVD 29 superseded value.
 AA3560
 AA3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3560
 AA3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3560
 AA3560.The ellipsoidal height was determined by GPS observations
 AA3560.and is referenced to NAD 83.
 AA3560
 AA3560.The geoid height was determined by GEOID03.
 AA3560
 AA3560;                    North         East     Units Scale Factor Converg.
 AA3560;SPC AZ C     -   216,323.865   226,745.743   MT  0.99990221   +0 04 40.3
 AA3560;SPC AZ C     -   709,723.97    743,916.48   iFT  0.99990221   +0 04 40.3
 AA3560;UTM  12      - 3,646,117.251   427,702.308   MT  0.99966445   -0 25 14.7
 AA3560
 AA3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3560!SPC AZ C     -   0.99993555  x   0.99990221  =   0.99983776
 AA3560!UTM  12      -   0.99993555  x   0.99966445  =   0.99960002
 AA3560
 AA3560                          SUPERSEDED SURVEY CONTROL
 AA3560
 AA3560  ELLIP H (03/02/95)  410.64   (m)                       GP(       ) 4 1
 AA3560  NGVD 29 (03/02/95)  440.07   (m)         1443.8    (f) LEVELING    3  
 AA3560
 AA3560.Superseded values are not recommended for survey control.
 AA3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3560.See file dsdata.txt to determine how the superseded data were derived.
 AA3560
 AA3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2770246117(NAD 83)
 AA3560_MARKER: DD = SURVEY DISK
 AA3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3560_STAMPING: CGZ A 1984
 AA3560_MARK LOGO: NOS   
 AA3560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3560+STABILITY: SURFACE MOTION
 AA3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3560+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 AA3560
 AA3560  HISTORY     - Date     Condition        Report By
 AA3560  HISTORY     - 1984     MONUMENTED       NOS
 AA3560  HISTORY     - 19900615 GOOD             NGS
 AA3560  HISTORY     - 20060223 GOOD             DIBBLE
 AA3560
 AA3560                          STATION DESCRIPTION
 AA3560
 AA3560'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (JWB)
 AA3560'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3560'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3560'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3560'AND INTERSTATE 10, NEAR THE NORTHWEST SECTION OF THE AIRPORT NEAR
 AA3560'RUNWAY END 05. FOR ACCESS CONTACT MR BILL TRULOVE, CASA GRANDE
 AA3560'MUNICIPAL AIRPORT, 660 WEST AERO DRIVE, CASA GRANDE, AZ 85222.  PHONE
 AA3560'(602) 426-3616. TO REACH THE STATION FROM THE INTERSECTION OF S.R. 387
 AA3560'AND AIRPORT ROAD (ENTRANCE TO THE AIRPORT), PROCEED SOUTHWEST ALONG
 AA3560'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3560'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3560'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3560'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3560'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  TURN LEFT AND PROCEED
 AA3560'SOUTHWESTERLY ON PARALLEL TAXIWAY FOR 0.9 MI (1.4 KM) TO THE STATION
 AA3560'IN THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 05. THE STATION IS
 AA3560'LOCATED 236.4 FT (72.1 M) EAST OF THE CENTERLINE OF RUNWAY 05, 160.0
 AA3560'FT (48.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 156.9 FT
 AA3560'(47.8 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) NORTHEAST
 AA3560'OF RUNWAY END 05, 71.2 FT (21.7 M) NORTHWEST OF THE NORTHWEST EDGE OF
 AA3560'THE PARALLEL TAXIWAY AND 51.8 FT (15.8 M) NORTHEAST OF THE NORTHEAST
 AA3560'EDGE OF THE TAXIWAY LEADING TO RUNWAY END 05.
 AA3560
 AA3560                          STATION RECOVERY (1990)
 AA3560
 AA3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3560'THE STATION IS LOCATED AT THE SOUTHWEST END OF AIRPORT NEAR RUNWAY END
 AA3560'5, 236.4 FT (72.1 M) EAST OF C/L END RWY 5, 160.0 FT (48.8 M)
 AA3560'SOUTHEAST OF SE EDGE OF RUNWAY, 156.9 FT (47.8 M) SOUTHEAST OF 1ST
 AA3560'RUNWAY LIGHT NORTHEAST OF RWY END, 71.2 FT (21.7 M) NORTHWEST OF NW
 AA3560'EDGE OF PARALLEL TAXIWAY AND 51.8 FT (15.8 M) NORTHEAST OF NE EDGE OF
 AA3560'TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED CGZ A 1984 SET IN
 AA3560'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA3560
 AA3560                          STATION RECOVERY (2006)
 AA3560
 AA3560'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AA3560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3561 ***********************************************************************
 AA3561  PACS        -  This is a Primary Airport Control Station.
 AA3561  DESIGNATION -  CGZ B 1984
 AA3561  PID         -  AA3561
 AA3561  STATE/COUNTY-  AZ/PINAL
 AA3561  USGS QUAD   -  CASA GRANDE WEST (1992)
 AA3561
 AA3561                         *CURRENT SURVEY CONTROL
 AA3561  ___________________________________________________________________
 AA3561* NAD 83(1992)-  32 57 26.91697(N)    111 45 38.56994(W)     ADJUSTED  
 AA3561* NAVD 88     -       445.51   (meters)    1461.6    (feet)  GPS OBS   
 AA3561  ___________________________________________________________________
 AA3561  X           -  -1,986,151.301 (meters)                     COMP
 AA3561  Y           -  -4,975,624.085 (meters)                     COMP
 AA3561  Z           -   3,450,228.540 (meters)                     COMP
 AA3561  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA3561  ELLIP HEIGHT-         415.44  (meters)          (01/12/01) GPS OBS
 AA3561  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AA3561
 AA3561  HORZ ORDER  -  B
 AA3561  ELLP ORDER  -  FOURTH    CLASS I
 AA3561
 AA3561.This mark is at Casa Grande Municipal Airport (CGZ)
 AA3561
 AA3561.The horizontal coordinates were established by GPS observations
 AA3561.and adjusted by the National Geodetic Survey in March 1995..
 AA3561
 AA3561.The orthometric height was determined by GPS observations and a
 AA3561.high-resolution geoid model.
 AA3561
 AA3561.GPS derived orthometric heights for airport stations designated as
 AA3561.PACS or SACS are published to 2 decimal places.  This maintains
 AA3561.centimeter relative accuracy between the PACS and SACS.  It does
 AA3561.not indicate centimeter accuracy relative to other marks which are
 AA3561.part of the NAVD 88 network.
 AA3561
 AA3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3561
 AA3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3561
 AA3561.The ellipsoidal height was determined by GPS observations
 AA3561.and is referenced to NAD 83.
 AA3561
 AA3561.The geoid height was determined by GEOID03.
 AA3561
 AA3561;                    North         East     Units Scale Factor Converg.
 AA3561;SPC AZ C     -   217,046.827   227,939.826   MT  0.99990262   +0 05 05.4
 AA3561;SPC AZ C     -   712,095.89    747,834.07   iFT  0.99990262   +0 05 05.4
 AA3561;UTM  12      - 3,646,829.623   428,902.351   MT  0.99966233   -0 24 49.9
 AA3561
 AA3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3561!SPC AZ C     -   0.99993478  x   0.99990262  =   0.99983741
 AA3561!UTM  12      -   0.99993478  x   0.99966233  =   0.99959713
 AA3561
 AA3561                          SUPERSEDED SURVEY CONTROL
 AA3561
 AA3561  ELLIP H (03/02/95)  415.53   (m)                       GP(       ) 4 1
 AA3561  NGVD 29 (03/02/95)  444.95   (m)         1459.8    (f) LEVELING    3  
 AA3561
 AA3561.Superseded values are not recommended for survey control.
 AA3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3561.See file dsdata.txt to determine how the superseded data were derived.
 AA3561
 AA3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2890246830(NAD 83)
 AA3561_MARKER: DD = SURVEY DISK
 AA3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3561_STAMPING: CGZ B 1984
 AA3561_MARK LOGO: NGS   
 AA3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3561+STABILITY: SURFACE MOTION
 AA3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3561+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997
 AA3561
 AA3561  HISTORY     - Date     Condition        Report By
 AA3561  HISTORY     - 1984     MONUMENTED       NOS
 AA3561  HISTORY     - 19900615 GOOD             NGS
 AA3561  HISTORY     - 19970513 GOOD             NGS
 AA3561
 AA3561                          STATION DESCRIPTION
 AA3561
 AA3561'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (JWB)
 AA3561'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3561'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3561'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3561'AND INTERSTATE 10, NEAR THE NORTHEAST SECTION OF THE AIRPORT NEAR
 AA3561'RUNWAY END 23. FOR ACCESS CONTACT MR BILL TRULOVE, CASA GRANDE
 AA3561'MUNICIPAL AIRPORT, 660 WEST AERO DRIVE, CASA GRANDE, AZ 85222.  PHONE
 AA3561'(602) 426-3616. TO REACH THE STATION FROM THE INTERSECTION OF S.R. 387
 AA3561'AND AIRPORT ROAD (ENTRANCE TO THE AIRPORT), PROCEED SOUTHWEST ALONG
 AA3561'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3561'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3561'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3561'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3561'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  CROSS THE PARALLEL
 AA3561'TAXIWAY AND CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE STATION IN
 AA3561'THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 23. THE STATION IS
 AA3561'LOCATED 524.9 FT (160.0 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AA3561'23, 172.8 FT (52.7 M) NORTH OF THE CENTERLINE INTERSECTION OF TWO
 AA3561'TAXIWAYS, 122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI
 AA3561'LIGHT SET, AND 75.2 FT (22.9 M) SOUTHEAST OF THE THIRD RUNWAY LIGHT
 AA3561'(SHOWS WHITE)SOUTHWEST OF THE RUNWAY END.
 AA3561
 AA3561                          STATION RECOVERY (1990)
 AA3561
 AA3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3561'THE STATION IS LOCATED AT THE NORTHEAST END OF THE AIRPORT NEAR RUNWAY
 AA3561'END 23, 524.9 FT (160.0 M) SOUTHWEST OF C/L END RUNWAY 23, 172.8 FT
 AA3561'(52.7 M) NORTH OF INTERSECTION OF TAXIWAY C/LS AT Y INTERSECTION,
 AA3561'122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI LIGHT SET
 AA3561'AND 75.2 FT (22.9 M) SOUTHEAST OF THE 3RD RUNWAY LIGHT SE OF RUNWAY
 AA3561'END.  THE STATION IS A STANDARD NOS DISK STAMPED CGZ B 1984 SET IN THE
 AA3561'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA3561
 AA3561                          STATION RECOVERY (1997)
 AA3561
 AA3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AA3561'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3561'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3561'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3561'AND INTERSTATE 10, NEAR THE NORTHEAST SECTION OF THE AIRPORT NEAR
 AA3561'RUNWAY END 23.  FOR ACCESS CONTACT MR A J BLAHA,P.E., CITY
 AA3561'ENGINEER,300 EAST 4TH STREET,CASA GRANDE,AZ 85222.  PHONE (602)
 AA3561'421-8602.  TO REACH THE STATION FROM THE INTERSECTION OF S.R.  387 AND
 AA3561'AIRPORT ROAD (ENTRANCE TO THE AIRPORT) , PROCEED SOUTHWEST ALONG
 AA3561'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3561'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3561'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3561'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3561'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  CROSS THE PARALLEL
 AA3561'TAXIWAY AND CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE STATION IN
 AA3561'THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 23.  THE STATION IS
 AA3561'LOCATED 524.9 FT (160.0 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AA3561'23, 172.8 FT (52.7 M) NORTH OF THE CENTERLINE INTERSECTION OF TWO
 AA3561'TAXIWAYS, 122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI
 AA3561'LIGHT SET, AND 75.2 FT (22.9 M) SOUTHEAST OF THE THIRD RUNWAY LIGHT
 AA3561'(SHOWS WHITE) SOUTHWEST OF THE RUNWAY END.  THIS STATION IS DESIGNATED
 AA3561'AS A PRIMARY AIRPORT CONTROL STATION.  THE STATION IS A NOS SURVEY
 AA3561'DISK -- STAMPED CGZ B 1984 -- SET IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4734 ***********************************************************************
 AE4734  SACS        -  This is a Secondary Airport Control Station.
 AE4734  DESIGNATION -  CGZ C
 AE4734  PID         -  AE4734
 AE4734  STATE/COUNTY-  AZ/PINAL
 AE4734  USGS QUAD   -  CASA GRANDE WEST (1992)
 AE4734
 AE4734                         *CURRENT SURVEY CONTROL
 AE4734  ___________________________________________________________________
 AE4734* NAD 83(1992)-  32 57 16.00317(N)    111 46 00.19891(W)     ADJUSTED  
 AE4734* NAVD 88     -       443.28   (meters)    1454.3    (feet)  GPS OBS   
 AE4734  ___________________________________________________________________
 AE4734  X           -  -1,986,740.167 (meters)                     COMP
 AE4734  Y           -  -4,975,583.914 (meters)                     COMP
 AE4734  Z           -   3,449,945.187 (meters)                     COMP
 AE4734  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE4734  ELLIP HEIGHT-         413.20  (meters)          (08/22/01) GPS OBS
 AE4734  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE4734
 AE4734  HORZ ORDER  -  FIRST
 AE4734  ELLP ORDER  -  FOURTH    CLASS I
 AE4734
 AE4734.This mark is at Casa Grande Municipal Airport (CGZ)
 AE4734
 AE4734.The horizontal coordinates were established by GPS observations
 AE4734.and adjusted by the National Geodetic Survey in December 1997..
 AE4734
 AE4734.The orthometric height was determined by GPS observations and a
 AE4734.high-resolution geoid model.
 AE4734
 AE4734.GPS derived orthometric heights for airport stations designated as
 AE4734.PACS or SACS are published to 2 decimal places.  This maintains
 AE4734.centimeter relative accuracy between the PACS and SACS.  It does
 AE4734.not indicate centimeter accuracy relative to other marks which are
 AE4734.part of the NAVD 88 network.
 AE4734
 AE4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4734
 AE4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4734
 AE4734.The ellipsoidal height was determined by GPS observations
 AE4734.and is referenced to NAD 83.
 AE4734
 AE4734.The geoid height was determined by GEOID03.
 AE4734
 AE4734;                    North         East     Units Scale Factor Converg.
 AE4734;SPC AZ C     -   216,709.828   227,378.620   MT  0.99990242   +0 04 53.6
 AE4734;SPC AZ C     -   710,990.25    745,992.85   iFT  0.99990242   +0 04 53.6
 AE4734;UTM  12      - 3,646,497.601   428,338.368   MT  0.99966332   -0 25 01.5
 AE4734
 AE4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4734!SPC AZ C     -   0.99993513  x   0.99990242  =   0.99983756
 AE4734!UTM  12      -   0.99993513  x   0.99966332  =   0.99959847
 AE4734
 AE4734                          SUPERSEDED SURVEY CONTROL
 AE4734
 AE4734  ELLIP H (12/08/97)  413.29   (m)                       GP(       ) 4 1
 AE4734
 AE4734.Superseded values are not recommended for survey control.
 AE4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4734.See file dsdata.txt to determine how the superseded data were derived.
 AE4734
 AE4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2833846498(NAD 83)
 AE4734_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4734_STAMPING: CGZ D 1997
 AE4734_MARK LOGO: NGS   
 AE4734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4734+STABILITY: SURFACE MOTION
 AE4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4734+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AE4734
 AE4734  HISTORY     - Date     Condition        Report By
 AE4734  HISTORY     - 1997     MONUMENTED       NGS
 AE4734  HISTORY     - 20031022 GOOD             MHD
 AE4734
 AE4734                          STATION DESCRIPTION
 AE4734
 AE4734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE4734'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTH OF CASA GRANDE,AZ.  AT
 AE4734'THE CASA GRANDE MUNICIPAL AIRPORT.  THE STATION IS LOCATED IN THE
 AE4734'CENTER OF AIRPORT IN MEDIAN BETWEEN RUNWAY AND TAXIWAY.FOR ACCESS TO
 AE4734'AIRPORT CONTACT, MR.  A.J.BLAHA,P.E.,CITY ENGINEER,400 EAST 4TH
 AE4734'STREET,CASA GRANDE,AZ 85222.  PHONE 602-421-8602.  TO REACH FROM THE
 AE4734'FROM TERMINAL BLDG AT CASA GRANDE MUNICIPAL AIRPORT,PROCEED FOR .1 MI
 AE4734'(0.2 KM) ACROSS RAMP TO THE PARALLEL TAXIWAY.  TURN LEFT ON TAXIWAY
 AE4734'AND PROCEED SOUTHEAST FOR .2 MI (0.3 KM) TO A CONNECTOR TAXIWAY AND
 AE4734'STATION ON THE RIGHT.  THE STATION IS A NGS HORIZONTAL CONTROL SURVEY
 AE4734'DISK -- STAMPED CGZ C 1997 -- SET IN THE TOP OF A ROUND CONCRETE POST
 AE4734'THAT IS FLUSH WITH THE GROUND.  THE STATION IS 107.9 FT (32.9 M) EAST
 AE4734'OF THE SOUTHEAST EDGE OF RUNWAY 5-23, 113.9 FT (34.7 M) NORTHEAST OF A
 AE4734'WHITE RUNWAY LIGHT, 204.8 FT (62.4 M) SOUTHWEST OF THE SOUTH EDGE OF A
 AE4734'CONNECTOR TAXIWAY AND 122.5 FT (37.3 M) WEST OF THE NORTHWEST EDGE OF
 AE4734'THE PARALLEL TAXIWAY.  THE STATION IS DESIGNATED AS A SECONDARY
 AE4734'AIRPORT CONTROL STATION.
 AE4734
 AE4734                          STATION RECOVERY (2003)
 AE4734
 AE4734'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 AE4734'REVISED CONTACTS.
 AE4734'CONTACT AIRPORT MANAGER AT TERMINAL BUILDING FOR ACCESS. (520)836-8073
 AE4734' 
 AE4734' 
 AE4734'SECONDARY CONTACT A. J. BLAHA, CITY ENGINEER 510 E FLORENCE BLVD.
 AE4734'(520) 421-8600
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4735 ***********************************************************************
 AE4735  SACS        -  This is a Secondary Airport Control Station.
 AE4735  DESIGNATION -  CGZ D
 AE4735  PID         -  AE4735
 AE4735  STATE/COUNTY-  AZ/PINAL
 AE4735  USGS QUAD   -  CASA GRANDE WEST (1992)
 AE4735
 AE4735                         *CURRENT SURVEY CONTROL
 AE4735  ___________________________________________________________________
 AE4735* NAD 83(1992)-  32 57 03.81465(N)    111 46 24.66640(W)     ADJUSTED  
 AE4735* NAVD 88     -       440.56   (meters)    1445.4    (feet)  GPS OBS   
 AE4735  ___________________________________________________________________
 AE4735  X           -  -1,987,405.286 (meters)                     COMP
 AE4735  Y           -  -4,975,535.775 (meters)                     COMP
 AE4735  Z           -   3,449,628.609 (meters)                     COMP
 AE4735  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AE4735  ELLIP HEIGHT-         410.48  (meters)          (08/22/01) GPS OBS
 AE4735  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AE4735
 AE4735  HORZ ORDER  -  FIRST
 AE4735  ELLP ORDER  -  FOURTH    CLASS I
 AE4735
 AE4735.This mark is at Casa Grande Municipal Airport (CGZ)
 AE4735
 AE4735.The horizontal coordinates were established by GPS observations
 AE4735.and adjusted by the National Geodetic Survey in December 1997..
 AE4735
 AE4735.The orthometric height was determined by GPS observations and a
 AE4735.high-resolution geoid model.
 AE4735
 AE4735.GPS derived orthometric heights for airport stations designated as
 AE4735.PACS or SACS are published to 2 decimal places.  This maintains
 AE4735.centimeter relative accuracy between the PACS and SACS.  It does
 AE4735.not indicate centimeter accuracy relative to other marks which are
 AE4735.part of the NAVD 88 network.
 AE4735
 AE4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4735
 AE4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4735
 AE4735.The ellipsoidal height was determined by GPS observations
 AE4735.and is referenced to NAD 83.
 AE4735
 AE4735.The geoid height was determined by GEOID03.
 AE4735
 AE4735;                    North         East     Units Scale Factor Converg.
 AE4735;SPC AZ C     -   216,333.494   226,743.710   MT  0.99990221   +0 04 40.3
 AE4735;SPC AZ C     -   709,755.56    743,909.81   iFT  0.99990221   +0 04 40.3
 AE4735;UTM  12      - 3,646,126.896   427,700.359   MT  0.99966445   -0 25 14.7
 AE4735
 AE4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4735!SPC AZ C     -   0.99993556  x   0.99990221  =   0.99983777
 AE4735!UTM  12      -   0.99993556  x   0.99966445  =   0.99960003
 AE4735
 AE4735                          SUPERSEDED SURVEY CONTROL
 AE4735
 AE4735  ELLIP H (12/08/97)  410.56   (m)                       GP(       ) 4 1
 AE4735
 AE4735.Superseded values are not recommended for survey control.
 AE4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4735.See file dsdata.txt to determine how the superseded data were derived.
 AE4735
 AE4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2770046127(NAD 83)
 AE4735_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4735_STAMPING: CGZ D 1997
 AE4735_MARK LOGO: NGS   
 AE4735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4735+STABILITY: SURFACE MOTION
 AE4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4735+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4735
 AE4735  HISTORY     - Date     Condition        Report By
 AE4735  HISTORY     - 1997     MONUMENTED       NGS
 AE4735
 AE4735                          STATION DESCRIPTION
 AE4735
 AE4735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE4735'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AE4735'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AE4735'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AE4735'AND INTERSTATE 10, NEAR THE NORTHWEST SECTION OF THE AIRPORT NEAR
 AE4735'RUNWAY END 05.  FOR ACCESS CONTACT MR A.J.  BLAHA,P.E.,CITY
 AE4735'ENGINEER,300 EAST 4TH STREET, CASA GRANDE, AZ 85222.  PHONE (602)
 AE4735'421-8602.  TO REACH THE STATION FROM THE INTERSECTION OF S.R.  387 AND
 AE4735'AIRPORT ROAD (ENTRANCE TO THE AIRPORT) , PROCEED SOUTHWEST ALONG
 AE4735'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AE4735'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AE4735'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AE4735'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AE4735'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  TURN LEFT AND PROCEED
 AE4735'SOUTHWESTERLY ON PARALLEL TAXIWAY FOR 0.9 MI (1.4 KM) TO THE STATION
 AE4735'IN THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 05.  THE STATION IS
 AE4735'LOCATED 128.4 FT (39.1 M) EAST OF THE SOUTHEAST EDGE OF RUNWAY 05,
 AE4735'127.5 FT (38.9 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT (SHOWS WHITE)
 AE4735'NORTHEAST OF RUNWAY END 05, 102.3 FT (31.2 M) NORTHWEST OF THE
 AE4735'NORTHWEST EDGE OF THE PARALLEL TAXIWAY AND 82.5 FT (25.1 M) NORTHEAST
 AE4735'OF THE NORTHEAST EDGE OF THE TAXIWAY LEADING TO RUNWAY END 05.  THIS
 AE4735'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  THE
 AE4735'STATION IS A NGS HORIZONTAL CONTROL DISK -- STAMPED CGZ D 1997 -- SET
 AE4735'IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5746 ***********************************************************************
 DH5746  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5746  DESIGNATION -  CHAFFEE
 DH5746  PID         -  DH5746
 DH5746  STATE/COUNTY-  AZ/COCHISE
 DH5746  USGS QUAD   -  FORT HUACHUCA (1983)
 DH5746
 DH5746                         *CURRENT SURVEY CONTROL
 DH5746  ___________________________________________________________________
 DH5746* NAD 83(1992)-  31 34 12.21809(N)    110 20 18.22317(W)     ADJUSTED  
 DH5746* NAVD 88     -      1443.79   (meters)    4736.8    (feet)  GPS OBS   
 DH5746  ___________________________________________________________________
 DH5746  X           -  -1,890,879.036 (meters)                     COMP
 DH5746  Y           -  -5,101,201.868 (meters)                     COMP
 DH5746  Z           -   3,320,649.239 (meters)                     COMP
 DH5746  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH5746  ELLIP HEIGHT-        1415.75  (meters)          (08/22/05) GPS OBS
 DH5746  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DH5746
 DH5746  HORZ ORDER  -  B
 DH5746  ELLP ORDER  -  FOURTH    CLASS II
 DH5746
 DH5746.The horizontal coordinates were established by GPS observations
 DH5746.and adjusted by the National Geodetic Survey in August 2005..
 DH5746
 DH5746.The orthometric height was determined by GPS observations and a
 DH5746.high-resolution geoid model using precise GPS observation and
 DH5746.processing techniques.
 DH5746
 DH5746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5746
 DH5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5746
 DH5746.The ellipsoidal height was determined by GPS observations
 DH5746.and is referenced to NAD 83.
 DH5746
 DH5746.The geoid height was determined by GEOID03.
 DH5746
 DH5746;                    North         East     Units Scale Factor Converg.
 DH5746;SPC AZ E     -    63,211.583   197,059.175   MT  0.99990328   -0 05 23.7
 DH5746;SPC AZ E     -   207,387.08    646,519.60   iFT  0.99990328   -0 05 23.7
 DH5746;UTM  12      - 3,492,971.544   562,782.577   MT  0.99964861   +0 20 47.0
 DH5746
 DH5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5746!SPC AZ E     -   0.99977774  x   0.99990328  =   0.99968104
 DH5746!UTM  12      -   0.99977774  x   0.99964861  =   0.99942643
 DH5746
 DH5746                          SUPERSEDED SURVEY CONTROL
 DH5746
 DH5746.No superseded survey control is available for this station.
 DH5746
 DH5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6278392972(NAD 83)
 DH5746_MARKER: DD = SURVEY DISK
 DH5746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5746_STAMPING: CHAFFEE 2004
 DH5746_MARK LOGO: AZ-003
 DH5746_PROJECTION: FLUSH
 DH5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5746+STABILITY: SURFACE MOTION
 DH5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5746+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5746
 DH5746  HISTORY     - Date     Condition        Report By
 DH5746  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5746
 DH5746                          STATION DESCRIPTION
 DH5746
 DH5746'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5746'FROM THE POST OFFICE IN SIERRA VISTA, ARIZONA GO WEST ONTO FRY BLVD
 DH5746'1.8 MILES TO BUFFALO SOLDIER TR., TURN RIGHT AND HEAD NORTH 1.5 MILES
 DH5746'TO THE INTERSECTION OF HWY 90 AND BUFFALO SOLDIER TRAIL. TURN LEFT
 DH5746'INTO THE EAST GATE ENTRANCE TO FT. HUACHUCA. FROM THE CHECK POINT
 DH5746'TRAVEL WESTERLY TO HUNT AV. TURN RIGHT ONTO HUNT AND GO .3 MILES TO
 DH5746'THE STATION. THE STATION IS APPROXIMATELY 60 FEET EAST OF THE
 DH5746'CENTERLINE OF HUNT AVE. IN A GRASSY AREA BETWEEN TREELINE AND
 DH5746'SIDEWALK.
 DH5746' 
 DH5746'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5746'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5746'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0208 ***********************************************************************
 FP0208  DESIGNATION -  CHAMBERS
 FP0208  PID         -  FP0208
 FP0208  STATE/COUNTY-  AZ/APACHE
 FP0208  USGS QUAD   -  CHAMBERS (1971)
 FP0208
 FP0208                         *CURRENT SURVEY CONTROL
 FP0208  ___________________________________________________________________
 FP0208* NAD 83(1992)-  35 10 57.89556(N)    109 27 32.35570(W)     ADJUSTED  
 FP0208* NAVD 88     -      1776.356  (meters)    5827.93   (feet)  ADJUSTED  
 FP0208  ___________________________________________________________________
 FP0208  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FP0208  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0208  DYNAMIC HT  -        1773.885 (meters)    5819.82  (feet)  COMP
 FP0208  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0208
 FP0208  HORZ ORDER  -  SECOND
 FP0208  VERT ORDER  -  SECOND    CLASS 0
 FP0208
 FP0208.The horizontal coordinates were established by classical geodetic methods
 FP0208.and adjusted by the National Geodetic Survey in August 1993..
 FP0208
 FP0208.The orthometric height was determined by differential leveling
 FP0208.and adjusted by the National Geodetic Survey in June 1991..
 FP0208
 FP0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0208
 FP0208.The geoid height was determined by GEOID03.
 FP0208
 FP0208.The dynamic height is computed by dividing the NAVD 88
 FP0208.geopotential number by the normal gravity value computed on the
 FP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0208.degrees latitude (g = 980.6199 gals.).
 FP0208
 FP0208.The modeled gravity was interpolated from observed gravity values.
 FP0208
 FP0208;                    North         East     Units Scale Factor Converg.
 FP0208;SPC AZ E     -   464,076.100   277,812.867   MT  0.99995118   +0 24 28.0
 FP0208;SPC AZ E     - 1,522,559.38    911,459.54   iFT  0.99995118   +0 24 28.0
 FP0208;UTM  12      - 3,894,396.875   640,312.299   MT  0.99984263   +0 53 17.0
 FP0208
 FP0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0208!SPC AZ E     -   0.99972485  x   0.99995118  =   0.99967604
 FP0208!UTM  12      -   0.99972485  x   0.99984263  =   0.99956752
 FP0208
 FP0208:                Primary Azimuth Mark                     Grid Az
 FP0208:SPC AZ E     -  P S 1                                    007 15 58.8
 FP0208:UTM  12      -  P S 1                                    006 47 09.8
 FP0208
 FP0208|---------------------------------------------------------------------|
 FP0208| PID    Reference Object                     Distance      Geod. Az  |
 FP0208|                                                           dddmmss.s |
 FP0208| FP0589 P S 1                               APPROX. 0.7 KM 0074026.8 |
 FP0208| FP0209 CHAMBERS RM 1                         7.465 METERS 17838     |
 FP0208| FP0207 CHAMBERS RM 2                         9.512 METERS 27017     |
 FP0208|---------------------------------------------------------------------|
 FP0208
 FP0208                          SUPERSEDED SURVEY CONTROL
 FP0208
 FP0208  NAD 83(1986)-  35 10 57.89093(N)    109 27 32.35695(W) AD(       ) 2
 FP0208  NAD 27      -  35 10 57.80880(N)    109 27 29.96820(W) AD(       ) 2
 FP0208  NGVD 29 (??/??/92) 1775.441  (m)         5824.93   (f) ADJ UNCH    2 0
 FP0208
 FP0208.Superseded values are not recommended for survey control.
 FP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0208.See file dsdata.txt to determine how the superseded data were derived.
 FP0208
 FP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4031294397(NAD 83)
 FP0208_MARKER: DS = TRIANGULATION STATION DISK
 FP0208_SETTING: 66 = SET IN ROCK OUTCROP
 FP0208_SP_SET: BEDROCK
 FP0208_STAMPING: CHAMBERS 1959
 FP0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0208+STABILITY: POSITION/ELEVATION WELL
 FP0208
 FP0208  HISTORY     - Date     Condition        Report By
 FP0208  HISTORY     - 1959     MONUMENTED       CGS
 FP0208  HISTORY     - 1959     GOOD             CGS
 FP0208  HISTORY     - 1971     GOOD             USGS
 FP0208
 FP0208                          STATION DESCRIPTION
 FP0208
 FP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0208'THE STATION IS LOCATED ABOUT 6 MILES EAST OF NAVAJO, AND 1.3
 FP0208'MILES WEST OF CHAMBERS, ON THE EAST EDGE OF A ROCKY RIM, ON THE
 FP0208'NORTH SIDE OF U.S. HIGHWAY 66.
 FP0208'
 FP0208'TO REACH THE STATION FROM THE POST OFFICE AT CHAMBERS, GO WEST
 FP0208'ON U.S. HIGHWAY 66 FOR 1.3 MILES TO A PARKING SPACE ON THE RIGHT
 FP0208'AT THE EAST END OF A DEEP HIGHWAY CUT, AND THE END OF TRUCK TRAVEL.
 FP0208'PACK NORTH ABOUT 300 FEET UP TO THE RIM AND THE STATION.
 FP0208'
 FP0208'THE STATION MARK IS A STANDARD DISK STAMPED CHAMBERS 1959,
 FP0208'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.  IT IS
 FP0208'32 FEET NORTH OF A POWER TRANSMISSION POLE WITH A TRIANGULAR BLAZE,
 FP0208'AND 3.8 FEET EAST OF A WITNESS POST.
 FP0208'
 FP0208'R.M. 1 IS A STANDARD DISK STAMPED CHAMBERS NO 1 1959, CEMENTED
 FP0208'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 24 FEET WEST OF
 FP0208'THE EDGE OF THE RIM AND 11 FEET NORTHEAST OF THE POWER POLE WITH
 FP0208'THE TRIANGULAR BLAZE.
 FP0208'
 FP0208'R.M. 2 IS A STANDARD DISK STAMPED CHAMBERS NO 2 1959, CEMENTED
 FP0208'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 12 INCHES, AND IS 40
 FP0208'FEET NORTHWEST OF THE POWER POLE.
 FP0208'
 FP0208'TRIANGULATION STATION P-S 1 AHD CAN BE USED AS AN AZIMUTH MARK.
 FP0208'SEE DESCRIPTION THEREOF.
 FP0208
 FP0208                          STATION RECOVERY (1959)
 FP0208
 FP0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0208'1.3 MI W FROM CHAMBERS.
 FP0208'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0208'TO A PARKING SPACE ON THE NORTH SIDE OF THE HIGHWAY, AT THE EAST END
 FP0208'OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO THE TOP OF THE
 FP0208'RIM, 32 FEET NORTH OF A POWER TRANSMISSION POLE WITH A TRIANGULAR
 FP0208'BLAZE, 3.8 FEET EAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN
 FP0208'BEDROCK THAT PROJECTS 2 INCHES.
 FP0208
 FP0208                          STATION RECOVERY (1971)
 FP0208
 FP0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0208'TO REACH FROM THE POST OFFICE AT CHAMBERS, PROCEED WEST ON THE
 FP0208'WEST BOUND LANE OF I-40 FOR 1.6 MILES TO PARKING SPACE ON RIGHT,
 FP0208'AT THE EAST END OF A DEEP CUT.  PACK NORTH UP CUT FOR ABOUT 300
 FP0208'FT TO EAST EDGE OF RIM AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0209 ***********************************************************************
 FP0209  DESIGNATION -  CHAMBERS RM 1
 FP0209  PID         -  FP0209
 FP0209  STATE/COUNTY-  AZ/APACHE
 FP0209  USGS QUAD   -  CHAMBERS (1971)
 FP0209
 FP0209                         *CURRENT SURVEY CONTROL
 FP0209  ___________________________________________________________________
 FP0209* NAD 83(1986)-  35 10 57.     (N)    109 27 31.     (W)     SCALED    
 FP0209* NAVD 88     -      1775.401  (meters)    5824.79   (feet)  ADJUSTED  
 FP0209  ___________________________________________________________________
 FP0209  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0209  DYNAMIC HT  -        1772.931 (meters)    5816.69  (feet)  COMP
 FP0209  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0209
 FP0209  VERT ORDER  -  SECOND    CLASS 0
 FP0209
 FP0209.The horizontal coordinates were scaled from a topographic map and have
 FP0209.an estimated accuracy of +/- 6 seconds.
 FP0209
 FP0209.The orthometric height was determined by differential leveling
 FP0209.and adjusted by the National Geodetic Survey in June 1991..
 FP0209.WARNING-Repeat measurements at this control monument indicate possible
 FP0209.vertical movement.
 FP0209
 FP0209.The geoid height was determined by GEOID03.
 FP0209
 FP0209.The dynamic height is computed by dividing the NAVD 88
 FP0209.geopotential number by the normal gravity value computed on the
 FP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0209.degrees latitude (g = 980.6199 gals.).
 FP0209
 FP0209.The modeled gravity was interpolated from observed gravity values.
 FP0209
 FP0209;                    North         East    Units  Estimated Accuracy
 FP0209;SPC AZ E     -   464,050.      277,850.      MT  (+/- 180 meters Scaled)
 FP0209
 FP0209                          SUPERSEDED SURVEY CONTROL
 FP0209
 FP0209  NGVD 29 (??/??/92) 1774.487  (m)         5821.80   (f) ADJ UNCH    2 0
 FP0209
 FP0209.Superseded values are not recommended for survey control.
 FP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0209.See file dsdata.txt to determine how the superseded data were derived.
 FP0209
 FP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD403943(NAD 83)
 FP0209_MARKER: DR = REFERENCE MARK DISK
 FP0209_SETTING: 66 = SET IN ROCK OUTCROP
 FP0209_SP_SET: ROCK OUTCROP
 FP0209_STAMPING: CHAMBERS NO 1 1959
 FP0209_MARK LOGO: CGS   
 FP0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0209+STABILITY: POSITION/ELEVATION WELL
 FP0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0209+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1970
 FP0209
 FP0209  HISTORY     - Date     Condition        Report By
 FP0209  HISTORY     - 1959     MONUMENTED       CGS
 FP0209  HISTORY     - 19700622 GOOD             USGS
 FP0209
 FP0209                          STATION DESCRIPTION
 FP0209
 FP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0209'1.3 MI W FROM CHAMBERS.
 FP0209'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0209'AT THE EAST END OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO
 FP0209'THE TOP OF THE RIM, 24 FEET WEST OF THE EDGE OF THE RIM AND 11 FEET
 FP0209'NORTHEAST OF THE POWER POLE, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 FP0209'IS FLUSH.
 FP0209
 FP0209                          STATION RECOVERY (1970)
 FP0209
 FP0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0207 ***********************************************************************
 FP0207  DESIGNATION -  CHAMBERS RM 2
 FP0207  PID         -  FP0207
 FP0207  STATE/COUNTY-  AZ/APACHE
 FP0207  USGS QUAD   -  CHAMBERS (1971)
 FP0207
 FP0207                         *CURRENT SURVEY CONTROL
 FP0207  ___________________________________________________________________
 FP0207* NAD 83(1986)-  35 10 57.     (N)    109 27 31.     (W)     SCALED    
 FP0207* NAVD 88     -      1776.549  (meters)    5828.56   (feet)  ADJUSTED  
 FP0207  ___________________________________________________________________
 FP0207  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0207  DYNAMIC HT  -        1774.077 (meters)    5820.45  (feet)  COMP
 FP0207  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0207
 FP0207  VERT ORDER  -  SECOND    CLASS 0
 FP0207
 FP0207.The horizontal coordinates were scaled from a topographic map and have
 FP0207.an estimated accuracy of +/- 6 seconds.
 FP0207
 FP0207.The orthometric height was determined by differential leveling
 FP0207.and adjusted by the National Geodetic Survey in June 1991..
 FP0207
 FP0207.The geoid height was determined by GEOID03.
 FP0207
 FP0207.The dynamic height is computed by dividing the NAVD 88
 FP0207.geopotential number by the normal gravity value computed on the
 FP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0207.degrees latitude (g = 980.6199 gals.).
 FP0207
 FP0207.The modeled gravity was interpolated from observed gravity values.
 FP0207
 FP0207;                    North         East    Units  Estimated Accuracy
 FP0207;SPC AZ E     -   464,050.      277,850.      MT  (+/- 180 meters Scaled)
 FP0207
 FP0207                          SUPERSEDED SURVEY CONTROL
 FP0207
 FP0207  NGVD 29 (??/??/92) 1775.633  (m)         5825.56   (f) ADJ UNCH    2 0
 FP0207
 FP0207.Superseded values are not recommended for survey control.
 FP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0207.See file dsdata.txt to determine how the superseded data were derived.
 FP0207
 FP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD403943(NAD 83)
 FP0207_MARKER: DR = REFERENCE MARK DISK
 FP0207_SETTING: 66 = SET IN ROCK OUTCROP
 FP0207_SP_SET: ROCK OUTCROP
 FP0207_STAMPING: CHAMBERS NO 2 1959
 FP0207_MARK LOGO: CGS   
 FP0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0207+STABILITY: POSITION/ELEVATION WELL
 FP0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0207+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1970
 FP0207
 FP0207  HISTORY     - Date     Condition        Report By
 FP0207  HISTORY     - 1959     MONUMENTED       CGS
 FP0207  HISTORY     - 19700622 GOOD             USGS
 FP0207
 FP0207                          STATION DESCRIPTION
 FP0207
 FP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0207'1.3 MI W FROM CHAMBERS.
 FP0207'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0207'TO THE EAST END OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO
 FP0207'THE TOP OF THE RIM, 40 FEET NORTHWEST OF THE POWER POLE, CEMENTED IN A
 FP0207'DRILL HOLE IN BEDROCK THAT PROJECTS 12 INCHES.
 FP0207
 FP0207                          STATION RECOVERY (1970)
 FP0207
 FP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2239 ***********************************************************************
 DU2239  DESIGNATION -  CHAN
 DU2239  PID         -  DU2239
 DU2239  STATE/COUNTY-  AZ/MARICOPA
 DU2239  USGS QUAD   -  GUADALUPE (1982)
 DU2239
 DU2239                         *CURRENT SURVEY CONTROL
 DU2239  ___________________________________________________________________
 DU2239* NAD 83(1992)-  33 18 18.78258(N)    111 58 21.40133(W)     ADJUSTED  
 DU2239* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 DU2239  ___________________________________________________________________
 DU2239  X           -  -1,996,627.844 (meters)                     COMP
 DU2239  Y           -  -4,948,636.690 (meters)                     COMP
 DU2239  Z           -   3,482,485.537 (meters)                     COMP
 DU2239  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DU2239  ELLIP HEIGHT-         339.59  (meters)          (06/11/02) GPS OBS
 DU2239  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU2239
 DU2239  HORZ ORDER  -  FIRST
 DU2239  ELLP ORDER  -  FOURTH    CLASS II
 DU2239
 DU2239.The horizontal coordinates were established by GPS observations
 DU2239.and adjusted by the National Geodetic Survey in August 1993..
 DU2239
 DU2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2239
 DU2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2239
 DU2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2239
 DU2239.The ellipsoidal height was determined by GPS observations
 DU2239.and is referenced to NAD 83.
 DU2239
 DU2239.The geoid height was determined by GEOID03.
 DU2239
 DU2239;                    North         East     Units Scale Factor Converg.
 DU2239;SPC AZ C     -   255,600.352   208,150.373   MT  0.99990033   -0 01 50.6
 DU2239;SPC AZ C     -   838,583.83    682,908.05   iFT  0.99990033   -0 01 50.6
 DU2239;UTM  12      - 3,685,546.216   409,455.068   MT  0.99970108   -0 32 02.7
 DU2239
 DU2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2239!SPC AZ C     -   0.99994669  x   0.99990033  =   0.99984702
 DU2239!UTM  12      -   0.99994669  x   0.99970108  =   0.99964778
 DU2239
 DU2239                          SUPERSEDED SURVEY CONTROL
 DU2239
 DU2239  ELLIP H (08/23/93)  339.66   (m)                       GP(       ) 4 2
 DU2239  NAD 83(1986)-  33 18 18.77636(N)    111 58 21.40638(W) AD(       ) 1
 DU2239  NGVD 29 (09/11/89)  368.8    (m)         1210.     (f) GPS OBS        
 DU2239
 DU2239.Superseded values are not recommended for survey control.
 DU2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2239.See file dsdata.txt to determine how the superseded data were derived.
 DU2239
 DU2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0945585546(NAD 83)
 DU2239_MARKER: DD = SURVEY DISK
 DU2239_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU2239+WITH SETTING: PAVEMENT
 DU2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2239+STABILITY: SURFACE MOTION
 DU2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2239+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2239
 DU2239  HISTORY     - Date     Condition        Report By
 DU2239  HISTORY     - 1986     MONUMENTED       AZDT
 DU2239
 DU2239                          STATION DESCRIPTION
 DU2239
 DU2239'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2239'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTH OF GUADALUPE,
 DU2239'ARIZONA.
 DU2239'
 DU2239'TO REACH THE STATION, GO TO THE BRIDGE OVER THE INTERSECTION OF
 DU2239'INTERSTATE HWY. 10 AND CHANDLER ROAD.  THE STATION IS LOCATED ON
 DU2239'THE SOUTHWEST CORNER OF THE BRIDGE.
 DU2239'
 DU2239'THE STATION IS A STANDARD AGS DISK
 DU2239'STAMPED---CHAN 1986---,
 DU2239'SET INTO CONCRETE IN A BRIDGE ABUTMENT DECK.  LOCATED
 DU2239'0.79 METERS (2.6 FT) NORTH FROM THE SOUTH CURB,
 DU2239'1.28 METERS (4.2 FT) WEST FROM THE EXPANSION JOINT,
 DU2239'6.82 METERS (22.4 FT) SOUTH FROM THE CENTERLINE OF CHANDLER ROAD
 DU2239'(WILLIAMS FIELD ROAD),
 DU2239'1.79 KM (5.9 FT) EAST FROM THE WEST EDGE OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2165 ***********************************************************************
 DU2165  DESIGNATION -  CHANDLER
 DU2165  PID         -  DU2165
 DU2165  STATE/COUNTY-  AZ/MARICOPA
 DU2165  USGS QUAD   -  CHANDLER (1981)
 DU2165
 DU2165                         *CURRENT SURVEY CONTROL
 DU2165  ___________________________________________________________________
 DU2165* NAD 83(1992)-  33 18 00.67154(N)    111 50 16.76123(W)     ADJUSTED  
 DU2165* NAVD 88     -       412.7    (meters)    1354.     (feet)  VERTCON   
 DU2165  ___________________________________________________________________
 DU2165  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DU2165  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2165
 DU2165  HORZ ORDER  -  SECOND
 DU2165
 DU2165.The horizontal coordinates were established by classical geodetic methods
 DU2165.and adjusted by the National Geodetic Survey in August 1993..
 DU2165
 DU2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2165
 DU2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2165
 DU2165.The geoid height was determined by GEOID03.
 DU2165
 DU2165;                    North         East     Units Scale Factor Converg.
 DU2165;SPC AZ C     -   255,043.803   220,686.928   MT  0.99990066   +0 02 35.5
 DU2165;SPC AZ C     -   836,757.88    724,038.48   iFT  0.99990066   +0 02 35.5
 DU2165;UTM  12      - 3,684,879.699   421,983.587   MT  0.99967504   -0 27 36.4
 DU2165
 DU2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2165!SPC AZ C     -   0.99993990  x   0.99990066  =   0.99984056
 DU2165!UTM  12      -   0.99993990  x   0.99967504  =   0.99961496
 DU2165
 DU2165:                Primary Azimuth Mark                     Grid Az
 DU2165:SPC AZ C     -  GERM                                     186 36 38.1
 DU2165:UTM  12      -  GERM                                     187 06 50.0
 DU2165
 DU2165|---------------------------------------------------------------------|
 DU2165| PID    Reference Object                     Distance      Geod. Az  |
 DU2165|                                                           dddmmss.s |
 DU2165| DU2162 GERM                                APPROX. 2.9 KM 1863913.6 |
 DU2165|---------------------------------------------------------------------|
 DU2165
 DU2165                          SUPERSEDED SURVEY CONTROL
 DU2165
 DU2165  NAD 83(1986)-  33 18 00.66542(N)    111 50 16.76536(W) AD(       ) 2
 DU2165  NAD 27      -  33 18 00.48677(N)    111 50 14.26111(W) AD(       ) 2
 DU2165  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG       
 DU2165
 DU2165.Superseded values are not recommended for survey control.
 DU2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2165.See file dsdata.txt to determine how the superseded data were derived.
 DU2165
 DU2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2198484880(NAD 83)
 DU2165_MARKER: DD = SURVEY DISK
 DU2165_SETTING: 0 = UNSPECIFIED SETTING
 DU2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2165
 DU2165  HISTORY     - Date     Condition        Report By
 DU2165  HISTORY     - 1976     MONUMENTED       AZDT
 DU2165  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU2165
 DU2165                          STATION DESCRIPTION
 DU2165
 DU2165'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2165'NO RMS ESTABLISHED AT THIS STATION.
 DU2165'
 DU2165'THE STATION IS LOCATED IN SOUTH CHANDLER ON TOP OF A LARGE OVAL
 DU2165'WATER TOWER WITH SIX LEGS.
 DU2165'
 DU2165'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CHANDLER
 DU2165'1976 AND IS EPOXIED ON TOP CENTER VENTILATOR, THE HIGHEST POINT
 DU2165'OF TOWER.
 DU2165'
 DU2165'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA AVE. AND
 DU2165'CHICAGO ST. IN SOUTH CHANDLER, GO EAST FOR ONE BLOCK TO THE CITY
 DU2165'MAINTENANCE YARD.  GO INSIDE YARD TO OFFICE AND OBTAIN PERMISSION
 DU2165'TO ASCEND THE TOWER AND TO THE STATION.
 DU2165'
 DU2165'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2165
 DU2165                          STATION RECOVERY (2005)
 DU2165
 DU2165'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2165' 
 DU2165'COULD NOT LOCATE TOWER. THE CHANDLER MAINTENANCE YARD IS NOW THE
 DU2165'CHANDLER OPERATIONS FACILITY. ASKED EMPLOYEE IN THE FACILITY ABOUT THE
 DU2165'TOWER AND THEY INDICATED IT HAD BEEN REMOVED. THEY INDICATED WHERE THE
 DU2165'TOWER WAS LOCATED. WENT TO THE TOWER LOCATION AND THE YARD EMPLOYEE
 DU2165'REMEMBERED THE TOWER AND POINTED OUT WHERE IT HAD BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2159 ***********************************************************************
 DU2159  DESIGNATION -  CHANDLER NEW MUNICIPAL TANK
 DU2159  PID         -  DU2159
 DU2159  STATE/COUNTY-  AZ/MARICOPA
 DU2159  USGS QUAD   -  CHANDLER (1981)
 DU2159
 DU2159                         *CURRENT SURVEY CONTROL
 DU2159  ___________________________________________________________________
 DU2159* NAD 83(1992)-  33 18 00.66817(N)    111 50 16.77661(W)     ADJUSTED  
 DU2159* NAVD 88     -                                                        
 DU2159  ___________________________________________________________________
 DU2159  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DU2159  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2159
 DU2159  HORZ ORDER  -  THIRD
 DU2159
 DU2159.The horizontal coordinates were established by classical geodetic methods
 DU2159.and adjusted by the National Geodetic Survey in August 1993..
 DU2159
 DU2159
 DU2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2159
 DU2159.The geoid height was determined by GEOID03.
 DU2159
 DU2159;                    North         East     Units Scale Factor Converg.
 DU2159;SPC AZ C     -   255,043.699   220,686.530   MT  0.99990066   +0 02 35.5
 DU2159;SPC AZ C     -   836,757.54    724,037.17   iFT  0.99990066   +0 02 35.5
 DU2159;UTM  12      - 3,684,879.598   421,983.188   MT  0.99967504   -0 27 36.4
 DU2159
 DU2159                          SUPERSEDED SURVEY CONTROL
 DU2159
 DU2159  NAD 83(1986)-  33 18 00.66213(N)    111 50 16.78066(W) AD(       ) 4
 DU2159  NAD 27      -  33 18 00.47900(N)    111 50 14.28100(W) AD(       ) 3
 DU2159
 DU2159.Superseded values are not recommended for survey control.
 DU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2159.See file dsdata.txt to determine how the superseded data were derived.
 DU2159
 DU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2198384880(NAD 83)
 DU2159_MARKER: 53 = ELEVATED TANK
 DU2159
 DU2159  HISTORY     - Date     Condition        Report By
 DU2159  HISTORY     - 1962     FIRST OBSERVED   CGS
 DU2159  HISTORY     - 1979     GOOD             NGS
 DU2159  HISTORY     - 1983     GOOD             NGS
 DU2159  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU2159
 DU2159                          STATION DESCRIPTION
 DU2159
 DU2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2159'STATION IS LOCATED JUST EAST OF THE BUSINESS SECTION OF
 DU2159'CHANDLER.
 DU2159'
 DU2159'STATION IS A LARGE OVAL SHAPED WATER TANK, IS PAINTED SILVER,
 DU2159'IS SUPPORTED BY 8 LEGS AND IS APPROXIMATELY 125 HIGH.  THIS
 DU2159'TANK IS THE NEWER ONE OF TWO AND IS THE SOUTH ONE.
 DU2159'
 DU2159'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 DU2159
 DU2159                          STATION RECOVERY (1979)
 DU2159
 DU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2159'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DU2159'ORIGINALLY DESCRIBED.  TRIANGULATION STATION CHANDLER (AZ DOT) 1976
 DU2159'IS EPOXIED ON TOP CENTER OF THE VENTILATOR OF THIS TANK.
 DU2159'
 DU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHANDLER.
 DU2159
 DU2159                          STATION RECOVERY (1983)
 DU2159
 DU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 DU2159'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2159'
 DU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF
 DU2159'CHANDLER.
 DU2159
 DU2159                          STATION RECOVERY (2005)
 DU2159
 DU2159'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2159' 
 DU2159'COULD NOT LOCATE TOWER. THE CHANDLER MAINTENANCE YARD IS NOW THE
 DU2159'CHANDLER OPERATIONS FACILITY. ASKED EMPLOYEE IN THE FACILITY ABOUT THE
 DU2159'TOWER AND THEY INDICATED IT HAD BEEN REMOVED. THEY INDICATED WHERE THE
 DU2159'TOWER WAS LOCATED. WENT TO THE TOWER LOCATION AND THE YARD EMPLOYEE
 DU2159'REMEMBERED THE TOWER AND POINTED OUT WHERE IT HAD BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0906 ***********************************************************************
 FR0906  DESIGNATION -  CHANGE
 FR0906  PID         -  FR0906
 FR0906  STATE/COUNTY-  AZ/COCONINO
 FR0906  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0906
 FR0906                         *CURRENT SURVEY CONTROL
 FR0906  ___________________________________________________________________
 FR0906* NAD 83(1992)-  35 58 19.48863(N)    112 38 04.64413(W)     ADJUSTED  
 FR0906* NAVD 88     -      1772.4    (meters)    5815.     (feet)  VERTCON   
 FR0906  ___________________________________________________________________
 FR0906  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FR0906  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FR0906
 FR0906  HORZ ORDER  -  FIRST
 FR0906
 FR0906.The horizontal coordinates were established by classical geodetic methods
 FR0906.and adjusted by the National Geodetic Survey in August 1993..
 FR0906
 FR0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0906
 FR0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0906
 FR0906.The geoid height was determined by GEOID03.
 FR0906
 FR0906;                    North         East     Units Scale Factor Converg.
 FR0906;SPC AZ C     -   551,653.554   148,609.512   MT  0.99995164   -0 25 18.2
 FR0906;SPC AZ C     - 1,809,886.99    487,564.02   iFT  0.99995164   -0 25 18.2
 FR0906;UTM  12      - 3,982,086.861   352,617.117   MT  0.99986766   -0 57 37.2
 FR0906
 FR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0906!SPC AZ C     -   0.99972559  x   0.99995164  =   0.99967724
 FR0906!UTM  12      -   0.99972559  x   0.99986766  =   0.99959328
 FR0906
 FR0906|---------------------------------------------------------------------|
 FR0906| PID    Reference Object                     Distance      Geod. Az  |
 FR0906|                                                           dddmmss.s |
 FR0906| CH2895 CHANGE RM 1                          10.642 METERS 05656     |
 FR0906| CH2894 CHANGE AZ MK                                       0963801.0 |
 FR0906| CH2896 CHANGE RM 2                          12.945 METERS 33823     |
 FR0906|---------------------------------------------------------------------|
 FR0906
 FR0906                          SUPERSEDED SURVEY CONTROL
 FR0906
 FR0906  NAD 83(1986)-  35 58 19.48252(N)    112 38 04.64257(W) AD(       ) 1
 FR0906  NAD 27      -  35 58 19.54100(N)    112 38 01.97600(W) AD(       ) 1
 FR0906  NGVD 29 (05/08/89) 1771.5    (m)         5812.     (f) VERT ANG       
 FR0906
 FR0906.Superseded values are not recommended for survey control.
 FR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0906.See file dsdata.txt to determine how the superseded data were derived.
 FR0906
 FR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE5261782087(NAD 83)
 FR0906_MARKER: DS = TRIANGULATION STATION DISK
 FR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0906
 FR0906  HISTORY     - Date     Condition        Report By
 FR0906  HISTORY     - 1934     MONUMENTED       CGS
 FR0906  HISTORY     - 1936     GOOD             CGS
 FR0906  HISTORY     - 1953     GOOD             FAS
 FR0906  HISTORY     - 1955     GOOD             CGS
 FR0906  HISTORY     - 1956     GOOD             USGS
 FR0906  HISTORY     - 1973     GOOD             NGS
 FR0906
 FR0906                          STATION DESCRIPTION
 FR0906
 FR0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0906'STATION IS ON ABOUT THE HIGHEST POINT OF A VERY GENTLE RIDGE,
 FR0906'ABOUT 11 MILES (AIRLINE) NW OF REDLANDS TANKS (W-TRIANGLE
 FR0906'RANCH), 28 MILES WSW FROM GRAND CANYON VILLAGE.  THE RIDGE IS THE
 FR0906'HIGHEST IN THE IMMEDIATE VICINITY AND THERE ARE MORE SCRUB
 FR0906'TREES ON IT THAN ANY OF THE SURROUNDING RIDGES.
 FR0906'
 FR0906'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET
 FR0906'IN CONCRETE.
 FR0906'
 FR0906'SURFACE AND REFERENCE MARKS PROJECT TEN INCHES ABOVE GROUND.
 FR0906'
 FR0906'REACHED FROM ANITA, A STATION ON THE GRAND CANYON RAILROAD, BY
 FR0906'FOLLOWING THE MAIN-TRAVELED ROAD 12 MILES IN A WESTERLY DIRECTION
 FR0906'TO THE RED LANDS TANKS (W-TRIANGLE RANCH).  FROM THE RANCH HOUSE,
 FR0906'CONTINUE W PASSING THROUGH THE CORRALS.  A DIM ROAD LEADS FROM
 FR0906'THE CORRALS TO A LARGE STONE TANK (W-TRIANGLE CISTERN) ABOUT 2
 FR0906'MILES NW.  FROM THIS TANK CONTINUE W ON TRACKED OUT ROAD 4.0
 FR0906'MILES TO GATE IN FENCE, PASS THROUGH GATE AND CONTINUE 7.6
 FR0906'MILES TO THE RIDGE DESCRIBED.  TURN LEFT AND DRIVE 0.7 MILE TO
 FR0906'TOP OF RIDGE, THENCE SW ALONG RIDGE TO STATION.
 FR0906
 FR0906                          STATION RECOVERY (1936)
 FR0906
 FR0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0906'ON THE ROLLING, GRASSY FLATS LYING ABOUT 7 MILES S OF THE CANYON
 FR0906'OF THE COLORADO RIVER, 22 MILES NE OF ROSEWELL RANCH AND ABOUT
 FR0906'6-1/4 MILES E OF THE E BOUNDARY OF THE HUALPAI INDIAN RESERVATION,
 FR0906'NEAR THE N SIDE OF A SLIGHT RISE OF GROUND AND THE BEGINNING OF
 FR0906'THE GENERAL SLOPE TOWARDS THE RIVER.  IN RANGE WITH THE W END
 FR0906'OF THE HIGHER CANYON WALL TO THE N AND THE EXTREME W END OF THE
 FR0906'LOW-LYING RANGE ON THE HORIZON TO THE S (ROSEWELL), A STANDARD
 FR0906'STATION MARK STAMPED CHANGE 1934, SET IN CONCRETE.  REFERENCE
 FR0906'MARK NO. 1 IS N BY E OF THE STATION IN RANGE WITH THE
 FR0906'LIGHT-COLORED ROCKY POINT AT THE N WALL OF THE CANYON.
 FR0906'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN RANGE WITH THE
 FR0906'S SIDE OF THE LOW, SKYLINE GAP TO THE WNW.  BOTH REFERENCE
 FR0906'MARKS ARE STANDARD REFERENCE DISKS, STAMPED NOS. 1 AND 2
 FR0906'1934, RESPECTIVELY.  THEY ARE SET IN CONCRETE POSTS.  THE
 FR0906'AZIMUTH MARK WHICH WAS ESTABLISHED AT THIS OCCUPATION OF THE
 FR0906'STATION, IS APPROXIMATELY 0.4 MILE E BY N OF THE STATION,
 FR0906'ABOUT 200 YARDS W OF THE POINT WHERE THE PLAIN SLOPES
 FR0906'GRADUALLY DOWN INTO A WASH, A STANDARD AZIMUTH DISK,
 FR0906'STAMPED CHANGE 1934-1936, SET IN TOP OF A CONCRETE POST.
 FR0906'
 FR0906'TO REACH THE STATION FROM THE MAIN INTERSECTION AT SELIGMAN
 FR0906'(WAYSIDE CAFE), GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE AND
 FR0906'TURN LEFT (N) ON DIRT ROAD AT A TEXACO STATION ON THE LEFT,
 FR0906'THENCE 0.2 MILE AND BEAR RIGHT THROUGH GATE, THENCE N ON THE
 FR0906'MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES TO ROSEWELL
 FR0906'RANCH, THENCE N ON THE MAIN ROAD FOR 0.8 MILE AND TAKE LEFT FORK
 FR0906'NW UP HILL, THENCE NE FROM THE TOP OF THE HILL ON THE
 FR0906'MAIN-TRAVELED ROAD FOR 21.5 MILES, OR 7.7 MILES PAST AN EARTH TANK
 FR0906'DAM ON THE RIGHT, AND TURN RIGHT AT CROSSROADS, THENCE E,
 FR0906'SE AND S FOR 4.8 MILES AND KEEP RIGHT FORK, THENCE S FOR 1.5
 FR0906'MILES TO TOP OF RIDGE AND TURN LEFT OFF ROAD AND GO NE (52
 FR0906'DEGREES MAGNETIC) ACROSS COUNTRY FOR 2.3 MILES TO THE
 FR0906'STATION.
 FR0906
 FR0906                          STATION RECOVERY (1953)
 FR0906
 FR0906'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 FR0906'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION.  PUBLISHED
 FR0906'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FR0906
 FR0906                          STATION RECOVERY (1955)
 FR0906
 FR0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0906'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FR0906'AND IN GOOD CONDITION.  DIRECTIONS FOR REACHING THE STATION HAVE
 FR0906'BECOME OBSOLETE.
 FR0906'
 FR0906'TO REACH THE STATION FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR
 FR0906'11.4 MI. TO A ROAD LEADING RIGHT.  TAKE THIS ROAD THROUGH A
 FR0906'CATTLE GUARD AND CONTINUE N FOR 2.7 MI. TO A GATE (HOUSE ON THE
 FR0906'LEFT).  PASS THROUGH THE GATE AND CONTINUE ON THE SAME ROAD FOR
 FR0906'3.5 MI. TO A CATTLE GUARD, CONTINUE ON THE SAME ROAD FOR 20.9
 FR0906'MI. PAST SEVERAL STEEL WATER TANKS TO ROSEWELL RANCH.  GO PAST
 FR0906'THE RANCH FOR 0.8 MI., TAKE THE LEFT FORK FOR 21.8 MI.
 FR0906'ALONGSIDE AN UNDERGROUND PIPELINE TO THE FIFTH AND LAST STEEL
 FR0906'WATER TANK AND RANCH BUILDINGS.  PASS THROUGH A FENCE ON THE
 FR0906'RIGHT SIDE OF A CORRAL AND TAKE A ROAD FOR 0.9 MI. TO A DIM
 FR0906'TRACK ROAD TO THE RIGHT.  TAKE THIS ROAD FOR 1.4 MI. TO A
 FR0906'CLUMP OF JUNIPER TREES, TURN RIGHT (SW) AND DRIVE 0.3 MI. TO
 FR0906'THE STATION.
 FR0906'
 FR0906'AZIMUTH MARK WAS NOT SEARCHED FOR.
 FR0906
 FR0906                          STATION RECOVERY (1956)
 FR0906
 FR0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0906'RECOVERED IN GOOD CONDITION.
 FR0906
 FR0906                          STATION RECOVERY (1973)
 FR0906
 FR0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JHW)
 FR0906'GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 FR0906'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 FR0906'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0245 ***********************************************************************
 GQ0245  DESIGNATION -  CHAPIN
 GQ0245  PID         -  GQ0245
 GQ0245  STATE/COUNTY-  AZ/COCONINO
 GQ0245  USGS QUAD   -  TOPOCOBA HILLTOP (1988)
 GQ0245
 GQ0245                         *CURRENT SURVEY CONTROL
 GQ0245  ___________________________________________________________________
 GQ0245* NAD 83(1992)-  36 08 17.78456(N)    112 31 05.82737(W)     ADJUSTED  
 GQ0245* NAVD 88     -      1865.0    (meters)    6119.     (feet)  VERTCON   
 GQ0245  ___________________________________________________________________
 GQ0245  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 GQ0245  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0245
 GQ0245  HORZ ORDER  -  THIRD
 GQ0245
 GQ0245.The horizontal coordinates were established by classical geodetic methods
 GQ0245.and adjusted by the National Geodetic Survey in August 1993..
 GQ0245
 GQ0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0245
 GQ0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0245
 GQ0245.The geoid height was determined by GEOID03.
 GQ0245
 GQ0245;                    North         East     Units Scale Factor Converg.
 GQ0245;SPC AZ C     -   570,021.865   159,215.799   MT  0.99993611   -0 21 17.3
 GQ0245;SPC AZ C     - 1,870,150.48    522,361.55   iFT  0.99993611   -0 21 17.3
 GQ0245;UTM  12      - 4,000,352.722   363,394.915   MT  0.99982993   -0 53 43.9
 GQ0245
 GQ0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0245!SPC AZ C     -   0.99971103  x   0.99993611  =   0.99964715
 GQ0245!UTM  12      -   0.99971103  x   0.99982993  =   0.99954101
 GQ0245
 GQ0245:                Primary Azimuth Mark                     Grid Az
 GQ0245:SPC AZ C     -  OLIVER                                   303 52 53.0
 GQ0245:UTM  12      -  OLIVER                                   304 25 19.6
 GQ0245
 GQ0245|---------------------------------------------------------------------|
 GQ0245| PID    Reference Object                     Distance      Geod. Az  |
 GQ0245|                                                           dddmmss.s |
 GQ0245| GQ0263 OLIVER                              APPROX. 7.8 KM 3033135.7 |
 GQ0245|---------------------------------------------------------------------|
 GQ0245
 GQ0245                          SUPERSEDED SURVEY CONTROL
 GQ0245
 GQ0245  NAD 83(1986)-  36 08 17.77757(N)    112 31 05.82555(W) AD(       ) 3
 GQ0245  NGVD 29 (05/08/89) 1864.1    (m)         6116.     (f) VERT ANG       
 GQ0245
 GQ0245.Superseded values are not recommended for survey control.
 GQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0245.See file dsdata.txt to determine how the superseded data were derived.
 GQ0245
 GQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6339500353(NAD 83)
 GQ0245_MARKER: DS = TRIANGULATION STATION DISK
 GQ0245_SETTING: 80 = SET IN A BOULDER
 GQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0245+STABILITY: SURFACE MOTION
 GQ0245
 GQ0245  HISTORY     - Date     Condition        Report By
 GQ0245  HISTORY     - 1903     MONUMENTED       USGS
 GQ0245
 GQ0245                          STATION DESCRIPTION
 GQ0245
 GQ0245'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0245'LOCATED 5 MI E. OF CATARACT CREEK, ABOUT 3 MI S. OF BASS AND
 GQ0245'SUPAI RD.  ON PROMINENT RIDGE.
 GQ0245'
 GQ0245'TO REACH FROM BASS AND SUPAI RD., TAKE SADDLE HORSES.
 GQ0245'
 GQ0245'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0245'LIMESTONE ROCK.
 GQ0245'
 GQ0245'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0246 ***********************************************************************
 GQ0246  DESIGNATION -  CHAPIN 2
 GQ0246  PID         -  GQ0246
 GQ0246  STATE/COUNTY-  AZ/COCONINO
 GQ0246  USGS QUAD   -  TOPOCOBA HILLTOP (1988)
 GQ0246
 GQ0246                         *CURRENT SURVEY CONTROL
 GQ0246  ___________________________________________________________________
 GQ0246* NAD 83(1992)-  36 08 17.83616(N)    112 31 05.86766(W)     ADJUSTED  
 GQ0246* NAVD 88     -      1865.0    (meters)    6119.     (feet)  VERTCON   
 GQ0246  ___________________________________________________________________
 GQ0246  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 GQ0246  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0246
 GQ0246  HORZ ORDER  -  THIRD
 GQ0246
 GQ0246.The horizontal coordinates were established by classical geodetic methods
 GQ0246.and adjusted by the National Geodetic Survey in August 1993..
 GQ0246
 GQ0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0246
 GQ0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0246
 GQ0246.The geoid height was determined by GEOID03.
 GQ0246
 GQ0246;                    North         East     Units Scale Factor Converg.
 GQ0246;SPC AZ C     -   570,023.462   159,214.801   MT  0.99993611   -0 21 17.3
 GQ0246;SPC AZ C     - 1,870,155.72    522,358.27   iFT  0.99993611   -0 21 17.3
 GQ0246;UTM  12      - 4,000,354.328   363,393.933   MT  0.99982993   -0 53 43.9
 GQ0246
 GQ0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0246!SPC AZ C     -   0.99971103  x   0.99993611  =   0.99964715
 GQ0246!UTM  12      -   0.99971103  x   0.99982993  =   0.99954101
 GQ0246
 GQ0246:                Primary Azimuth Mark                     Grid Az
 GQ0246:SPC AZ C     -  APACHE                                   011 04 52.1
 GQ0246:UTM  12      -  APACHE                                   011 37 18.7
 GQ0246
 GQ0246|---------------------------------------------------------------------|
 GQ0246| PID    Reference Object                     Distance      Geod. Az  |
 GQ0246|                                                           dddmmss.s |
 GQ0246| GQ0302 APACHE                              APPROX. 8.5 KM 0104334.8 |
 GQ0246|---------------------------------------------------------------------|
 GQ0246
 GQ0246                          SUPERSEDED SURVEY CONTROL
 GQ0246
 GQ0246  NAD 83(1986)-  36 08 17.82923(N)    112 31 05.86663(W) AD(       ) 3
 GQ0246  NGVD 29 (05/08/89) 1864.1    (m)         6116.     (f) VERT ANG       
 GQ0246
 GQ0246.Superseded values are not recommended for survey control.
 GQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0246.See file dsdata.txt to determine how the superseded data were derived.
 GQ0246
 GQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6339400354(NAD 83)
 GQ0246_MARKER: DD = SURVEY DISK
 GQ0246_SETTING: 80 = SET IN A BOULDER
 GQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0246+STABILITY: SURFACE MOTION
 GQ0246
 GQ0246  HISTORY     - Date     Condition        Report By
 GQ0246  HISTORY     - 1956     MONUMENTED       USGS
 GQ0246
 GQ0246                          STATION DESCRIPTION
 GQ0246
 GQ0246'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0246'LOCATED 5 MI E. OF CATARACT CREEK, ABOUT 3 MI S. OF BASS AND
 GQ0246'SUPAI RD.  ON PROMINENT RIDGE.  RIDGE HAD BEEN TIMBERED AND BURNT
 GQ0246'OVER AND SOME CUTTING WAS NECESSARY TO CLEAR IT.
 GQ0246'
 GQ0246'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0246'TO JCT. OF HILLTOP PASTURE WASH RDS.  CONTINUE ON HILLTOP RD. 4.8
 GQ0246'MI.  TURN LEFT ON DIM JEEP RD. AND GO 2.1 MI TO STATION.
 GQ0246'
 GQ0246'STATION MARK--STANDARD TABLET STAMPED---CHAPIN 2 1956---, CEMENTED
 GQ0246'IN LIMESTONE ROCK.
 GQ0246'
 GQ0246'RM 1--COPPER NAIL AND WASHER SET IN ROOT OF 12-INCH JUNIPER
 GQ0246'TREE.
 GQ0246'
 GQ0246'RM 2--COPPER NAIL AND WASHER SET IN ROOT OF 6-INCH JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1092 ***********************************************************************
 CY1092  DESIGNATION -  CHAPMAN
 CY1092  PID         -  CY1092
 CY1092  STATE/COUNTY-  AZ/GREENLEE
 CY1092  USGS QUAD   -  YORK (1986)
 CY1092
 CY1092                         *CURRENT SURVEY CONTROL
 CY1092  ___________________________________________________________________
 CY1092* NAD 83(1992)-  32 55 42.79821(N)    109 14 27.53976(W)     ADJUSTED  
 CY1092* NAVD 88     -      1156.2    (meters)    3793.     (feet)  VERTCON   
 CY1092  ___________________________________________________________________
 CY1092  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CY1092  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CY1092
 CY1092  HORZ ORDER  -  SECOND
 CY1092
 CY1092.The horizontal coordinates were established by classical geodetic methods
 CY1092.and adjusted by the National Geodetic Survey in August 1993..
 CY1092
 CY1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1092
 CY1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1092
 CY1092.The geoid height was determined by GEOID03.
 CY1092
 CY1092;                    North         East     Units Scale Factor Converg.
 CY1092;SPC AZ E     -   214,208.987   299,930.639   MT  0.99999238   +0 30 11.6
 CY1092;SPC AZ E     -   702,785.39    984,024.41   iFT  0.99999238   +0 30 11.6
 CY1092;UTM  12      - 3,644,739.191   664,462.973   MT  0.99993351   +0 57 23.1
 CY1092
 CY1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1092!SPC AZ E     -   0.99982256  x   0.99999238  =   0.99981494
 CY1092!UTM  12      -   0.99982256  x   0.99993351  =   0.99975608
 CY1092
 CY1092|---------------------------------------------------------------------|
 CY1092| PID    Reference Object                     Distance      Geod. Az  |
 CY1092|                                                           dddmmss.s |
 CY1092| CC7121 CHAPMAN 1455 16A                                   02802     |
 CY1092| CC7122 CHAPMAN RM 2                         14.179 METERS 13420     |
 CY1092| CY1093 RATTLER                             APPROX. 5.2 KM 3521932.6 |
 CY1092|---------------------------------------------------------------------|
 CY1092
 CY1092                          SUPERSEDED SURVEY CONTROL
 CY1092
 CY1092  NAD 83(1986)-  32 55 42.79399(N)    109 14 27.53695(W) AD(       ) 2
 CY1092  NAD 27      -  32 55 42.55768(N)    109 14 25.29395(W) AD(       ) 2
 CY1092  NGVD 29 (07/19/86) 1155.5    (m)         3791.     (f) VERT ANG       
 CY1092
 CY1092.Superseded values are not recommended for survey control.
 CY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1092.See file dsdata.txt to determine how the superseded data were derived.
 CY1092
 CY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6446344739(NAD 83)
 CY1092_MARKER: DD = SURVEY DISK
 CY1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1092
 CY1092  HISTORY     - Date     Condition        Report By
 CY1092  HISTORY     - 1976     MONUMENTED       AZDT
 CY1092
 CY1092                          STATION DESCRIPTION
 CY1092
 CY1092'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1092'THE STATION IS ABOUT 28 MILES EAST NORTHEAST OF SAFFORD, 9.5 MILES
 CY1092'EAST SOUTHEAST OF CLIFTON AND IS LOCATED ON NOSE OF A RIDGE ON
 CY1092'NORTH SIDE OF HWY. 666.
 CY1092'
 CY1092'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN 1976
 CY1092'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.2
 CY1092'FEET.  STATION IS 500 FEET NORTH OF U.S. HWY. 666 AND IS MARKED
 CY1092'BY A WITNESS POST AND SIGN 3 FEET NORTHWEST.
 CY1092'
 CY1092'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN
 CY1092'1455-16A 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1092'PROJECTING 0.2 FEET.
 CY1092'
 CY1092'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN
 CY1092'RM 2 1976 PROJECTING 0.2 FEET.
 CY1092'
 CY1092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND 666, 10
 CY1092'MILES EAST OF SAFFORD, GO EAST (LEFT) ON U.S. 666 TO MILE POST
 CY1092'152.60 AND A GATE IN NORTH RIGHT-OF-WAY FENCE.  PASS THROUGH GATE,
 CY1092'TURN RIGHT AND FOLLOW DIM TRACKS FOR 0.3 MILE TO A NOSE OF A RIDGE
 CY1092'AND THE STATION.  STATION IS MARKED WITH A WITNESS POST AND SIGN.
 CY1092'
 CY1092'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1950 ***********************************************************************
 CZ1950  DESIGNATION -  CHAR
 CZ1950  PID         -  CZ1950
 CZ1950  STATE/COUNTY-  AZ/PINAL
 CZ1950  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1950
 CZ1950                         *CURRENT SURVEY CONTROL
 CZ1950  ___________________________________________________________________
 CZ1950* NAD 83(1992)-  32 56 17.85895(N)    111 18 52.71928(W)     ADJUSTED  
 CZ1950* NAVD 88     -       562.8    (meters)    1846.     (feet)  VERTCON   
 CZ1950  ___________________________________________________________________
 CZ1950  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CZ1950  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1950
 CZ1950  HORZ ORDER  -  SECOND
 CZ1950
 CZ1950.The horizontal coordinates were established by classical geodetic methods
 CZ1950.and adjusted by the National Geodetic Survey in August 1993..
 CZ1950
 CZ1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1950
 CZ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1950
 CZ1950.The geoid height was determined by GEOID03.
 CZ1950
 CZ1950;                    North         East     Units Scale Factor Converg.
 CZ1950;SPC AZ C     -   215,069.622   269,654.858   MT  0.99993906   +0 19 38.5
 CZ1950;SPC AZ C     -   705,609.00    884,694.42   iFT  0.99993906   +0 19 38.5
 CZ1950;UTM  12      - 3,644,490.175   470,586.742   MT  0.99961067   -0 10 15.9
 CZ1950
 CZ1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1950!SPC AZ C     -   0.99991624  x   0.99993906  =   0.99985531
 CZ1950!UTM  12      -   0.99991624  x   0.99961067  =   0.99952695
 CZ1950
 CZ1950|---------------------------------------------------------------------|
 CZ1950| PID    Reference Object                     Distance      Geod. Az  |
 CZ1950|                                                           dddmmss.s |
 CZ1950| CH4975 CHAR RM 1                            11.842 METERS 14132     |
 CZ1950| CH4976 CHAR RM 2                            12.021 METERS 32207     |
 CZ1950| CZ1951 CACTUS                              APPROX. 2.5 KM 3221539.9 |
 CZ1950|---------------------------------------------------------------------|
 CZ1950
 CZ1950                          SUPERSEDED SURVEY CONTROL
 CZ1950
 CZ1950  NAD 83(1986)-  32 56 17.85158(N)    111 18 52.71902(W) AD(       ) 2
 CZ1950  NAD 27      -  32 56 17.61671(N)    111 18 50.30440(W) AD(       ) 2
 CZ1950  NGVD 29 (07/19/86)  562.3    (m)         1845.     (f) VERT ANG       
 CZ1950
 CZ1950.Superseded values are not recommended for survey control.
 CZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1950.See file dsdata.txt to determine how the superseded data were derived.
 CZ1950
 CZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7058744490(NAD 83)
 CZ1950_MARKER: DD = SURVEY DISK
 CZ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1950
 CZ1950  HISTORY     - Date     Condition        Report By
 CZ1950  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1950  HISTORY     - 19950920 GOOD             USPSQD
 CZ1950
 CZ1950                          STATION DESCRIPTION
 CZ1950
 CZ1950'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1950'THE STATION IS ABOUT 8.7 MILES SOUTHEAST OF FLORENCE, 12.3
 CZ1950'MILES EAST SOUTHEAST OF COOLIDGE AND IN THE WEST RIGHT-OF-WAY
 CZ1950'OF U.S. HWY. 80-89.
 CZ1950'
 CZ1950'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHAR 1977
 CZ1950'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CZ1950'0.3 FEET.  THE STATION IS 79 FEET WEST OF HWY. CENTERLINE, ABOUT
 CZ1950'18 FEET EAST OF R/W FENCELINE AND IS MARKED WITH A WITNESS POST
 CZ1950'AND SIGN 2.6 FEET WEST.
 CZ1950'
 CZ1950'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHAR
 CZ1950'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1950'PROJECTING 0.3 FEET.
 CZ1950'
 CZ1950'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHAR RM
 CZ1950'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1950'PROJECTING 0.3 FEET.
 CZ1950'
 CZ1950'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287
 CZ1950'AND U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH
 CZ1950'ON HWY. 80-89 TO MILE POST 125.90 AND THE STATION IN THE WEST
 CZ1950'R/W.
 CZ1950'
 CZ1950'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1950
 CZ1950                          STATION RECOVERY (1995)
 CZ1950
 CZ1950'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1347 ***********************************************************************
 FS1347  DESIGNATION -  CHARCOAL
 FS1347  PID         -  FS1347
 FS1347  STATE/COUNTY-  AZ/MOHAVE
 FS1347  USGS QUAD   -  CERBAT (1968)
 FS1347
 FS1347                         *CURRENT SURVEY CONTROL
 FS1347  ___________________________________________________________________
 FS1347* NAD 83(1992)-  35 17 17.54630(N)    114 10 52.49389(W)     ADJUSTED  
 FS1347* NAVD 88     -      1011.2    (meters)    3318.     (feet)  VERTCON   
 FS1347  ___________________________________________________________________
 FS1347  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 FS1347  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1347
 FS1347  HORZ ORDER  -  SECOND
 FS1347
 FS1347.The horizontal coordinates were established by classical geodetic methods
 FS1347.and adjusted by the National Geodetic Survey in August 1993..
 FS1347
 FS1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1347
 FS1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1347
 FS1347.The geoid height was determined by GEOID03.
 FS1347
 FS1347;                    North         East     Units Scale Factor Converg.
 FS1347;SPC AZ W     -   475,646.799   174,133.157   MT  0.99995229   -0 14 56.9
 FS1347;SPC AZ W     - 1,560,520.99    571,303.01   iFT  0.99995229   -0 14 56.9
 FS1347;UTM  11      - 3,908,649.356   756,345.292   MT  1.00040991   +1 37 45.3
 FS1347
 FS1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1347!SPC AZ W     -   0.99984578  x   0.99995229  =   0.99979808
 FS1347!UTM  11      -   0.99984578  x   1.00040991  =   1.00025563
 FS1347
 FS1347|---------------------------------------------------------------------|
 FS1347| PID    Reference Object                     Distance      Geod. Az  |
 FS1347|                                                           dddmmss.s |
 FS1347| CS4790 CHARCOAL RM 1                        10.789 METERS 14814     |
 FS1347| FS1353 DUVAL                               APPROX. 4.5 KM 3291429.4 |
 FS1347| CS4791 CHARCOAL RM 2                        10.878 METERS 33044     |
 FS1347|---------------------------------------------------------------------|
 FS1347
 FS1347                          SUPERSEDED SURVEY CONTROL
 FS1347
 FS1347  NAD 83(1986)-  35 17 17.54710(N)    114 10 52.49342(W) AD(       ) 2
 FS1347  NGVD 29 (11/23/90) 1010.4    (m)         3315.     (f) VERT ANG       
 FS1347
 FS1347.Superseded values are not recommended for survey control.
 FS1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1347.See file dsdata.txt to determine how the superseded data were derived.
 FS1347
 FS1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5634508649(NAD 83)
 FS1347_MARKER: DS = TRIANGULATION STATION DISK
 FS1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1347+STABILITY: SURFACE MOTION
 FS1347
 FS1347  HISTORY     - Date     Condition        Report By
 FS1347  HISTORY     - 1981     MONUMENTED       AZDT
 FS1347
 FS1347                          STATION DESCRIPTION
 FS1347
 FS1347'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1347'THE STATION IS LOCATED 10 MILES NORTHWEST OF KINGMAN, 8.5  MILES
 FS1347'SOUTHEAST OF CHLORIDE AND ALONG US HIGHWAY 93.
 FS1347'
 FS1347'THE STATION MARK IS AN ADOT DISK STAMPED---CHARCOAL 1981.  IT IS SET
 FS1347'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1347'CENTERLINE OF US HIGHWAY 93, 3 FEET EAST OF THE WEST RIGHT OF WAY
 FS1347'FENCELINE AND 2 FEET NORTHEAST OF THE WITNESS POST.
 FS1347'
 FS1347'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CHARCOAL RM 1 1981.  IT IS
 FS1347'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF
 FS1347'THE CENTERLINE OF US 93.
 FS1347'
 FS1347'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CHARCOAL RM 2 1981.  IT IS
 FS1347'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF
 FS1347'THE CENTERLINE OF US 93.
 FS1347'
 FS1347'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH
 FS1347'0.1 MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND
 FS1347'TRAVEL WEST ALONG US 93 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1347'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE
 FS1347'INSPECTION STATION, CONTINUE NORTH ALONG US 93 FOR 2.55 MILES TO A
 FS1347'BRIDGE, CONTINUE NORTH FOR 3.25 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5745 ***********************************************************************
 DH5745  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5745  DESIGNATION -  CHARLESTON
 DH5745  PID         -  DH5745
 DH5745  STATE/COUNTY-  AZ/COCHISE
 DH5745  USGS QUAD   -  FAIRBANK (1952)
 DH5745
 DH5745                         *CURRENT SURVEY CONTROL
 DH5745  ___________________________________________________________________
 DH5745* NAD 83(1992)-  31 38 31.32241(N)    110 09 14.74874(W)     ADJUSTED  
 DH5745* NAVD 88     -      1250.60   (meters)    4103.0    (feet)  GPS OBS   
 DH5745  ___________________________________________________________________
 DH5745  X           -  -1,872,962.738 (meters)                     COMP
 DH5745  Y           -  -5,103,176.323 (meters)                     COMP
 DH5745  Z           -   3,327,346.191 (meters)                     COMP
 DH5745  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DH5745  ELLIP HEIGHT-        1222.75  (meters)          (08/22/05) GPS OBS
 DH5745  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DH5745
 DH5745  HORZ ORDER  -  B
 DH5745  ELLP ORDER  -  FOURTH    CLASS II
 DH5745
 DH5745.The horizontal coordinates were established by GPS observations
 DH5745.and adjusted by the National Geodetic Survey in August 2005..
 DH5745
 DH5745.The orthometric height was determined by GPS observations and a
 DH5745.high-resolution geoid model using precise GPS observation and
 DH5745.processing techniques.
 DH5745
 DH5745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5745
 DH5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5745
 DH5745.The ellipsoidal height was determined by GPS observations
 DH5745.and is referenced to NAD 83.
 DH5745
 DH5745.The geoid height was determined by GEOID03.
 DH5745
 DH5745;                    North         East     Units Scale Factor Converg.
 DH5745;SPC AZ E     -    71,178.472   214,552.232   MT  0.99990002   +0 00 23.7
 DH5745;SPC AZ E     -   233,525.17    703,911.52   iFT  0.99990002   +0 00 23.7
 DH5745;UTM  12      - 3,501,069.620   580,210.253   MT  0.99967935   +0 26 37.7
 DH5745
 DH5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5745!SPC AZ E     -   0.99980804  x   0.99990002  =   0.99970808
 DH5745!UTM  12      -   0.99980804  x   0.99967935  =   0.99948745
 DH5745
 DH5745                          SUPERSEDED SURVEY CONTROL
 DH5745
 DH5745.No superseded survey control is available for this station.
 DH5745
 DH5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8021001070(NAD 83)
 DH5745_MARKER: DD = SURVEY DISK
 DH5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5745_STAMPING: CHARLESTON 2004
 DH5745_MARK LOGO: AZ-003
 DH5745_PROJECTION: FLUSH
 DH5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5745+STABILITY: SURFACE MOTION
 DH5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5745+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5745
 DH5745  HISTORY     - Date     Condition        Report By
 DH5745  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5745
 DH5745                          STATION DESCRIPTION
 DH5745
 DH5745'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5745'FROM THE POST OFFICE IN TOMBSTONE GO SOUTH ON N. HASKELL LANE .12
 DH5745'MILES TO ALLEN ST. TRAVEL EAST ON ALLEN ST. FOR APPROXIMATELY 400 FEET
 DH5745'TO S. SUMNER RD. TURN RIGHT AND SUMNER TURNS INTO CHARLESTON, FOLLOW
 DH5745'CHARLESTON FOR 6.97 MILES TO S. BRUNCKOW RD. TURN LEFT AND HEAD SOUTH
 DH5745'FOR .1 MILE TO A DIRT ROAD THAT GOES WEST FOR APROX. 300 FEET TO AN
 DH5745'OLD CONCRETE STRUCTURE. POINT IS ON THE SOUTH SIDE OF THE STUCTURE IN
 DH5745'THE HEADWALL.
 DH5745' 
 DH5745'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5745'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5745'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1269 ***********************************************************************
 DA1269  DESIGNATION -  CHARLEY
 DA1269  PID         -  DA1269
 DA1269  STATE/COUNTY-  AZ/PIMA
 DA1269  USGS QUAD   -  TEMPORAL PASS (1990)
 DA1269
 DA1269                         *CURRENT SURVEY CONTROL
 DA1269  ___________________________________________________________________
 DA1269* NAD 83(1992)-  32 18 26.66899(N)    113 04 04.23147(W)     ADJUSTED  
 DA1269* NAVD 88     -       813.8    (meters)    2670.     (feet)  VERTCON   
 DA1269  ___________________________________________________________________
 DA1269  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DA1269  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA1269
 DA1269  HORZ ORDER  -  THIRD
 DA1269
 DA1269.The horizontal coordinates were established by classical geodetic methods
 DA1269.and adjusted by the National Geodetic Survey in August 1993..
 DA1269
 DA1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1269
 DA1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1269
 DA1269.The geoid height was determined by GEOID03.
 DA1269
 DA1269;                    North         East     Units Scale Factor Converg.
 DA1269;SPC AZ C     -   145,534.037   104,954.005   MT  1.00004488   -0 36 55.1
 DA1269;SPC AZ C     -   477,473.87    344,337.29   iFT  1.00004488   -0 36 55.1
 DA1269;UTM  12      - 3,576,388.507   305,317.483   MT  1.00006741   -1 06 19.9
 DA1269
 DA1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1269!SPC AZ C     -   0.99987727  x   1.00004488  =   0.99992215
 DA1269!UTM  12      -   0.99987727  x   1.00006741  =   0.99994468
 DA1269
 DA1269:                Primary Azimuth Mark                     Grid Az
 DA1269:SPC AZ C     -  GROWLER                                  345 07 55.7
 DA1269:UTM  12      -  GROWLER                                  345 37 20.5
 DA1269
 DA1269|---------------------------------------------------------------------|
 DA1269| PID    Reference Object                     Distance      Geod. Az  |
 DA1269|                                                           dddmmss.s |
 DA1269| DA1411 GROWLER                             APPROX.11.8 KM 3443100.6 |
 DA1269|---------------------------------------------------------------------|
 DA1269
 DA1269                          SUPERSEDED SURVEY CONTROL
 DA1269
 DA1269  NAD 83(1986)-  32 18 26.64033(N)    113 04 04.24201(W) AD(       ) 3
 DA1269  NGVD 29 (06/20/88)  813.1    (m)         2668.     (f) VERT ANG       
 DA1269
 DA1269.Superseded values are not recommended for survey control.
 DA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1269.See file dsdata.txt to determine how the superseded data were derived.
 DA1269
 DA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0531776389(NAD 83)
 DA1269_MARKER: DS = TRIANGULATION STATION DISK
 DA1269_SETTING: 80 = SET IN A BOULDER
 DA1269_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1269+STABILITY: SURFACE MOTION
 DA1269
 DA1269  HISTORY     - Date     Condition        Report By
 DA1269  HISTORY     - 1962     MONUMENTED       AMS
 DA1269
 DA1269                          STATION DESCRIPTION
 DA1269
 DA1269'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1269'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1269'
 DA1269'LOCATED ABOUT 12.5 MI WSW. OF AJO, ABOUT 11.9 MI NW. OF BATES
 DA1269'WELL.  ON SMALL KNOB NEAR EDGE OF ESCARPMENT IN GROWLER MOUNTAINS.
 DA1269'
 DA1269'REACHED BY HELICOPTER.
 DA1269'
 DA1269'STATION MARK--USE DISK STAMPED---CHARLEY ARMY MAP SERVICE 1962---,
 DA1269'CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 DA1269'
 DA1269'RM 1--USE RM DISK
 DA1269'STAMPED---CHARLEY RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1269'DRILL HOLE IN ROCK OUTCROP.
 DA1269'
 DA1269'RM 2--USE RM DISK
 DA1269'STAMPED---CHARLEY RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1269'DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0746 ***********************************************************************
 DT0746  DESIGNATION -  CHASE
 DT0746  PID         -  DT0746
 DT0746  STATE/COUNTY-  AZ/GREENLEE
 DT0746  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0746
 DT0746                         *CURRENT SURVEY CONTROL
 DT0746  ___________________________________________________________________
 DT0746* NAD 83(1992)-  33 07 32.02251(N)    109 22 27.96974(W)     ADJUSTED  
 DT0746* NAVD 88     -      1678.8    (meters)    5508.     (feet)  VERTCON   
 DT0746  ___________________________________________________________________
 DT0746  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DT0746  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DT0746
 DT0746  HORZ ORDER  -  SECOND
 DT0746
 DT0746.The horizontal coordinates were established by classical geodetic methods
 DT0746.and adjusted by the National Geodetic Survey in August 1993..
 DT0746
 DT0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0746
 DT0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0746
 DT0746.The geoid height was determined by GEOID03.
 DT0746
 DT0746;                    North         East     Units Scale Factor Converg.
 DT0746;SPC AZ E     -   235,954.959   287,285.016   MT  0.99996736   +0 25 58.6
 DT0746;SPC AZ E     -   774,130.44    942,536.14   iFT  0.99996736   +0 25 58.6
 DT0746;UTM  12      - 3,666,382.654   651,646.215   MT  0.99988354   +0 53 18.6
 DT0746
 DT0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0746!SPC AZ E     -   0.99974044  x   0.99996736  =   0.99970781
 DT0746!UTM  12      -   0.99974044  x   0.99988354  =   0.99962402
 DT0746
 DT0746:                Primary Azimuth Mark                     Grid Az
 DT0746:SPC AZ E     -  CRYSTAL                                  007 02 06.0
 DT0746:UTM  12      -  CRYSTAL                                  006 34 46.0
 DT0746
 DT0746|---------------------------------------------------------------------|
 DT0746| PID    Reference Object                     Distance      Geod. Az  |
 DT0746|                                                           dddmmss.s |
 DT0746| DT0745 CRYSTAL                             APPROX. 5.4 KM 0072804.6 |
 DT0746| CD1773 CHASE RM 1                           11.240 METERS 00924     |
 DT0746| CD1774 CHASE RM 2                           15.767 METERS 19616     |
 DT0746|---------------------------------------------------------------------|
 DT0746
 DT0746                          SUPERSEDED SURVEY CONTROL
 DT0746
 DT0746  NAD 83(1986)-  33 07 32.01841(N)    109 22 27.96884(W) AD(       ) 2
 DT0746  NAD 27      -  33 07 31.79789(N)    109 22 25.69728(W) AD(       ) 2
 DT0746  NGVD 29 (07/19/86) 1678.0    (m)         5505.     (f) VERT ANG       
 DT0746
 DT0746.Superseded values are not recommended for survey control.
 DT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0746.See file dsdata.txt to determine how the superseded data were derived.
 DT0746
 DT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5164666383(NAD 83)
 DT0746_MARKER: DD = SURVEY DISK
 DT0746_SETTING: 66 = SET IN ROCK OUTCROP
 DT0746_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0746+STABILITY: POSITION/ELEVATION WELL
 DT0746
 DT0746  HISTORY     - Date     Condition        Report By
 DT0746  HISTORY     - 1978     MONUMENTED       AZDT
 DT0746
 DT0746                          STATION DESCRIPTION
 DT0746
 DT0746'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0746'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-NORTHWEST OF
 DT0746'CLIFTON ALONG THE EAST SIDE OF TEMPORARY HWY. 666.
 DT0746'
 DT0746'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHASE 1978 AND
 DT0746'IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  THE STATION IS ON A
 DT0746'HWY. CUTBANK ABOUT 200 FEET EAST OF HWY., 20 FEET HIGHER THAN
 DT0746'HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE EAST.
 DT0746'
 DT0746'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHASE RM 1
 DT0746'1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0746'
 DT0746'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHASE RM 2
 DT0746'1978 EPOXIED TO A ROCK OUTCROP.
 DT0746'
 DT0746'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0746'MINE ON U.S. HWY. 666, TRAVEL NORTH ON TEMPORARY HWY. 666 FOR
 DT0746'9.39 MILES TO MILE POST 177.99 AND THE STATION ON THE RIGHT
 DT0746'ON A HWY. CUTBANK.
 DT0746'
 DT0746'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1003 ***********************************************************************
 ES1003  DESIGNATION -  CHASM
 ES1003  PID         -  ES1003
 ES1003  STATE/COUNTY-  AZ/YAVAPAI
 ES1003  USGS QUAD   -  HORNER MTN (1967)
 ES1003
 ES1003                         *CURRENT SURVEY CONTROL
 ES1003  ___________________________________________________________________
 ES1003* NAD 83(1992)-  34 27 08.25374(N)    111 49 00.94721(W)     ADJUSTED  
 ES1003* NAVD 88     -      1122.4    (meters)    3682.     (feet)  VERTCON   
 ES1003  ___________________________________________________________________
 ES1003  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ES1003  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES1003
 ES1003  HORZ ORDER  -  SECOND
 ES1003
 ES1003.The horizontal coordinates were established by classical geodetic methods
 ES1003.and adjusted by the National Geodetic Survey in August 1993..
 ES1003
 ES1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1003
 ES1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1003
 ES1003.The geoid height was determined by GEOID03.
 ES1003
 ES1003;                    North         East     Units Scale Factor Converg.
 ES1003;SPC AZ C     -   382,824.583   222,524.134   MT  0.99990103   +0 03 23.1
 ES1003;SPC AZ C     - 1,255,986.16    730,066.06   iFT  0.99990103   +0 03 23.1
 ES1003;UTM  12      - 3,812,609.800   424,959.576   MT  0.99966941   -0 27 43.8
 ES1003
 ES1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1003!SPC AZ C     -   0.99982793  x   0.99990103  =   0.99972898
 ES1003!UTM  12      -   0.99982793  x   0.99966941  =   0.99949740
 ES1003
 ES1003|---------------------------------------------------------------------|
 ES1003| PID    Reference Object                     Distance      Geod. Az  |
 ES1003|                                                           dddmmss.s |
 ES1003| CH2898 CHASM RM 1                            3.779 METERS 02819     |
 ES1003| CH2899 CHASM RM 2                            4.029 METERS 12347     |
 ES1003| CH2897 CHASM AZ MK                                        2633636.2 |
 ES1003|---------------------------------------------------------------------|
 ES1003
 ES1003                          SUPERSEDED SURVEY CONTROL
 ES1003
 ES1003  NAD 83(1986)-  34 27 08.24904(N)    111 49 00.94576(W) AD(       ) 2
 ES1003  NAD 27      -  34 27 08.15300(N)    111 48 58.40200(W) AD(       ) 2
 ES1003  NGVD 29 (07/19/86) 1121.7    (m)         3680.     (f) VERT ANG       
 ES1003
 ES1003.Superseded values are not recommended for survey control.
 ES1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1003.See file dsdata.txt to determine how the superseded data were derived.
 ES1003
 ES1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2496012610(NAD 83)
 ES1003_MARKER: DS = TRIANGULATION STATION DISK
 ES1003_SETTING: 80 = SET IN A BOULDER
 ES1003_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1003+STABILITY: SURFACE MOTION
 ES1003
 ES1003  HISTORY     - Date     Condition        Report By
 ES1003  HISTORY     - 1946     MONUMENTED       CGS
 ES1003  HISTORY     - 1959     GOOD             CGS
 ES1003  HISTORY     - 1960     GOOD             USGS
 ES1003  HISTORY     - 1966     GOOD             USGS
 ES1003
 ES1003                          STATION DESCRIPTION
 ES1003
 ES1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1003'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF CAMP VERDE AND ABOUT
 ES1003'1-1/2 MILES WEST OF THE VERDE RIVER, ON THE HIGHEST POINT OF THE
 ES1003'RIDGE ABOUT 1/2 MILE NORTH OF CHASM CREEK BETWEEN THE ROAD
 ES1003'DOWN THE WEST SIDE OF THE RIVER AND THE VERDE RIVER.
 ES1003'
 ES1003'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1003'SOUTHERLY ON THE MAIN ROAD IN DIRECTION OF PINE, ARIZONA, FOR
 ES1003'0.45 MILE TO A SIDE ROAD, (WHERE TWO ROCK HOUSES ARE LOCATED
 ES1003'SW OF THE ROAD INTERSECTION), HERE TURN RIGHT AND GO 0.85
 ES1003'MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON THE
 ES1003'MAIN TRAVELED ROAD FOR 0.45 MILE TO A FORK, TAKE LEFT FORK AND
 ES1003'CONTINUE ON THE MAIN TRAVELED ROAD FOR 5.95 MILES TO A
 ES1003'FORK AT A FENCE CORNER, HERE TAKE RIGHT FORK AND CONTINUE ON
 ES1003'THE MAIN TRAVELED ROAD FOR 0.50 MILE TO A SIDE ROAD, JUST
 ES1003'AFTER PASSING UNDER A POWER LINE AND TELEPHONE LINE, HERE TURN
 ES1003'LEFT AS PER SIGN BARNETT RANCH 11 AND GO 2.25 MILES TO A
 ES1003'FORK, TAKE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD
 ES1003'FOR 1.95 MILES TO A WIRE GATE, PASS THROUGH GATE AND
 ES1003'CONTINUE ON ROAD FOR 0.25 MILE TO TOP OF RIDGE WHERE THE
 ES1003'ROAD STARTS DOWN HILL JUST AFTER PASSING A REVERSE FORK ON
 ES1003'THE LEFT.  THE AZIMUTH MARK IS IN THIS VICINITY ON THE
 ES1003'RIGHT OR SOUTH SIDE OF ROAD.  AT THIS POINT LEAVE THE ROAD
 ES1003'TOWARD THE LEFT AND GO 0.2 MILE IN DIRECTION OF RIDGE TO
 ES1003'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY THENCE
 ES1003'EASTERLY TO THE HIGHEST POINT AND THE STATION.
 ES1003'
 ES1003'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--CHASM 1946,
 ES1003'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 ES1003'PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE, AND IS ON THE
 ES1003'HIGHEST POINT OF THE HILL.
 ES1003'
 ES1003'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--CHASM
 ES1003'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF
 ES1003'WHICH PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS NNE OF STATION AND AT SAME ELEVATION AS STATION.
 ES1003'
 ES1003'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--CHASM
 ES1003'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF
 ES1003'WHICH PROJECTS 18 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS ESE OF STATION AND APPROX. 6 INCHES ABOVE STATION.
 ES1003'
 ES1003'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--CHASM 1946,
 ES1003'AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, TOP
 ES1003'OF WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS 12 FT. SW OF THE GRAVEL ROAD AND 3 FT. NW OF THE
 ES1003'WITNESS POST.
 ES1003
 ES1003                          STATION RECOVERY (1959)
 ES1003
 ES1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1003'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 ES1003'FOUND TO BE IN GOOD CONDITION.
 ES1003'
 ES1003'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 ES1003
 ES1003                          STATION RECOVERY (1960)
 ES1003
 ES1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1003'RECOVERED AS DESCRIBED BY NGS.
 ES1003
 ES1003                          STATION RECOVERY (1966)
 ES1003
 ES1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1003'RECOVERED AS DESCRIBED BY NGS AND USGS.  REACHED BY HELICOPTER.
 ES1003'LAST LINE OF TO REACH SHOULD READ PACK EASTERLY THENCE NORTHERLY
 ES1003'TO HIGHEST POINT AND STATION.  ABOUT A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0963 ***********************************************************************
 ES0963  DESIGNATION -  CHAVES
 ES0963  PID         -  ES0963
 ES0963  STATE/COUNTY-  AZ/COCONINO
 ES0963  USGS QUAD   -  CHAVEZ MTN EAST (1971)
 ES0963
 ES0963                         *CURRENT SURVEY CONTROL
 ES0963  ___________________________________________________________________
 ES0963* NAD 83(1992)-  34 46 28.94369(N)    111 07 24.83693(W)     ADJUSTED  
 ES0963* NAVD 88     -      2105.9    (meters)    6909.     (feet)  VERTCON   
 ES0963  ___________________________________________________________________
 ES0963  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 ES0963  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ES0963
 ES0963  HORZ ORDER  -  SECOND
 ES0963
 ES0963.The horizontal coordinates were established by classical geodetic methods
 ES0963.and adjusted by the National Geodetic Survey in August 1993..
 ES0963
 ES0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0963
 ES0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0963
 ES0963.The geoid height was determined by GEOID03.
 ES0963
 ES0963;                    North         East     Units Scale Factor Converg.
 ES0963;SPC AZ C     -   418,869.564   285,952.164   MT  0.99996493   +0 27 08.5
 ES0963;SPC AZ C     - 1,374,243.98    938,163.27   iFT  0.99996493   +0 27 08.5
 ES0963;UTM  12      - 3,848,066.298   488,693.594   MT  0.99960158   -0 04 13.7
 ES0963
 ES0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0963!SPC AZ C     -   0.99967324  x   0.99996493  =   0.99963818
 ES0963!UTM  12      -   0.99967324  x   0.99960158  =   0.99927495
 ES0963
 ES0963:                Primary Azimuth Mark                     Grid Az
 ES0963:SPC AZ C     -  LOS ANGELES ALBUQ AWY BCN 45             020 52 37.7
 ES0963:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 45             021 23 59.9
 ES0963
 ES0963|---------------------------------------------------------------------|
 ES0963| PID    Reference Object                     Distance      Geod. Az  |
 ES0963|                                                           dddmmss.s |
 ES0963| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.35.1 KM 0211946.2 |
 ES0963| CH2901 CHAVES RM 1                           6.820 METERS 04954     |
 ES0963| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.55.6 KM 0593731.5 |
 ES0963| CH2902 CHAVES RM 2                           4.171 METERS 16105     |
 ES0963| CH2900 CHAVES AZ MK                                       1840439.0 |
 ES0963|---------------------------------------------------------------------|
 ES0963
 ES0963                          SUPERSEDED SURVEY CONTROL
 ES0963
 ES0963  NAD 83(1986)-  34 46 28.93942(N)    111 07 24.83934(W) AD(       ) 2
 ES0963  NAD 27      -  34 46 28.85800(N)    111 07 22.33600(W) AD(       ) 2
 ES0963  NGVD 29 (07/19/86) 2105.0    (m)         6906.     (f) VERT ANG       
 ES0963
 ES0963.Superseded values are not recommended for survey control.
 ES0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0963.See file dsdata.txt to determine how the superseded data were derived.
 ES0963
 ES0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8869448066(NAD 83)
 ES0963_MARKER: DS = TRIANGULATION STATION DISK
 ES0963_SETTING: 66 = SET IN ROCK OUTCROP
 ES0963_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0963+STABILITY: POSITION/ELEVATION WELL
 ES0963
 ES0963  HISTORY     - Date     Condition        Report By
 ES0963  HISTORY     - 1936     MONUMENTED       CGS
 ES0963  HISTORY     - 1967     GOOD             CGS
 ES0963  HISTORY     - 1981     GOOD             AZDT
 ES0963
 ES0963                          STATION DESCRIPTION
 ES0963
 ES0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES0963'STATION IS ON THE EXTREME EAST END OF CHAVES BUTTE, LYING ABOUT
 ES0963'1 MILE EAST OF CHAVES PASS AND WELL, ABOUT 42 MILES SOUTHEAST
 ES0963'OF FLAGSTAFF, ABOUT 30 MILES SOUTHWEST OF WINSLOW, ABOUT 19
 ES0963'MILES SOUTH-SOUTHWEST OF METEOR CRATER, ON THE HIGHEST POINT IN
 ES0963'THE VICINITY OF CHAVES PASS.
 ES0963'
 ES0963'TO REACH FROM WINSLOW, GO WEST ON U.S. HIGHWAY 66 FOR ABOUT 20
 ES0963'MILES TO RIMMY JIMS TRADING POST AND THE METEOR CRATER ROAD TO THE
 ES0963'LEFT.  GO LEFT OR SOUTH ON THE GRADED ROAD 4.4 MILES TO THE
 ES0963'METEOR CRATER ROAD TO THE LEFT, CONTINUE SOUTH ON THE RIGHT
 ES0963'FORK, A GRADED ROAD, 16.7 MILES TO A YELLOW HOUSE ON THE LEFT,
 ES0963'CONTINUE SOUTHWEST ON GRADED ROAD 0.9 MILE, CROSS THE CATTLE
 ES0963'GUARD AT THE FOREST BOUNDARY AND CONTINUE SOUTHWEST 1.2 MILES,
 ES0963'TURN LEFT ON DIM TRACK ROAD AND FOLLOW AROUND MESA 2.0 MILES
 ES0963'TO TANK, SMALL HOUSE AND FIELD VISIBLE FROM STATION.  HERE
 ES0963'DRIVE WEST ACROSS COUNTRY TOWARDS BASE OF BUTTE AS FAR AS
 ES0963'POSSIBLE AND END OF TRUCK TRAVEL.  PACK UP EAST FACE OF BUTTE
 ES0963'ABOUT 1/2 MILE TO TOP OF BUTTE AND STATION ON RIM ROCK.
 ES0963'STATION IS ABOUT 50 FEET WEST OF EAST RIM, ABOUT 300 FEET NORTH
 ES0963'OF MOST EASTERLY PART OF BUTTE.
 ES0963'
 ES0963'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, SET IN BEDROCK
 ES0963'(FLUSH) 4 PACES WEST OF RIM.
 ES0963'
 ES0963'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, SET IN BEDROCK
 ES0963'(FLUSH) 10 PACES WEST OF RIM.
 ES0963'
 ES0963'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF STATION
 ES0963'ON PROMINENT POINT, 10 PACES WEST OF RIM, SET IN BEDROCK (FLUSH).
 ES0963'
 ES0963'ALL LINES VISIBLE FROM GROUND.
 ES0963'
 ES0963'SURFACE, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ES0963'
 ES0963'HEIGHT OF LIGHT ABOVE STATION MARK 0.0 METER.
 ES0963
 ES0963                          STATION RECOVERY (1967)
 ES0963
 ES0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES0963'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES0963'IN GOOD CONDITION.
 ES0963'
 ES0963'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ES0963'ADEQUATE.
 ES0963
 ES0963                          STATION RECOVERY (1981)
 ES0963
 ES0963'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0963'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 ES0963'DESCRIBED IN 1936.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0963'
 ES0963'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0963'STATE ROUTE 87 FOR 43.5 MILES TO FOREST SERVICE ROUTE 69 ON THE LEFT.
 ES0963'TURN LEFT CROSSING A CATTLE GUARD FOR 1.85 MILES TO A CATTLE GUARD,
 ES0963'CONTINUE ALONG MAIN TRAIL ROAD FOR 2.75 MILES IN A WESTERLY DIRECTION
 ES0963'TO A TRACK ROAD ON THE RIGHT AT THE SOUTH SIDE OF CHAVES BUTTE, TURN
 ES0963'SHARP RIGHT AND TRAVEL EAST AND NORTH FOR 0.05 MILE TO A FORK.  TAKE
 ES0963'THE RIGHT FORK FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  BEAR RIGHT
 ES0963'FOR 0.3 MILE TO A FORK, TAKE LEFT FORK FOR 0.4 MILE TO AN ABANDONED
 ES0963'UNDERGROUND WATER TANK AND END OF TRUCK TRAVEL.  PACK WESTERLY UP THE
 ES0963'GENTLE SLOPE TO TOP OF BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2424 ***********************************************************************
 AE2424  SACS        -  This is a Secondary Airport Control Station.
 AE2424  DESIGNATION -  CHD A
 AE2424  PID         -  AE2424
 AE2424  STATE/COUNTY-  AZ/MARICOPA
 AE2424  USGS QUAD   -  CHANDLER (1981)
 AE2424
 AE2424                         *CURRENT SURVEY CONTROL
 AE2424  ___________________________________________________________________
 AE2424* NAD 83(1992)-  33 16 22.94247(N)    111 48 04.90493(W)     ADJUSTED  
 AE2424* NAVD 88     -       377.91   (meters)    1239.9    (feet)  GPS OBS   
 AE2424  ___________________________________________________________________
 AE2424  X           -  -1,982,558.298 (meters)                     COMP
 AE2424  Y           -  -4,956,407.537 (meters)                     COMP
 AE2424  Z           -   3,479,506.762 (meters)                     COMP
 AE2424  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AE2424  ELLIP HEIGHT-         347.99  (meters)          (08/22/01) GPS OBS
 AE2424  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AE2424
 AE2424  HORZ ORDER  -  FIRST
 AE2424  ELLP ORDER  -  SECOND    CLASS I
 AE2424
 AE2424.This mark is at Chandler Municipal Airport (CHD)
 AE2424
 AE2424.The horizontal coordinates were established by GPS observations
 AE2424.and adjusted by the National Geodetic Survey in September 1997..
 AE2424
 AE2424.The orthometric height was determined by GPS observations and a
 AE2424.high-resolution geoid model.
 AE2424
 AE2424.GPS derived orthometric heights for airport stations designated as
 AE2424.PACS or SACS are published to 2 decimal places.  This maintains
 AE2424.centimeter relative accuracy between the PACS and SACS.  It does
 AE2424.not indicate centimeter accuracy relative to other marks which are
 AE2424.part of the NAVD 88 network.
 AE2424
 AE2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2424
 AE2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2424
 AE2424.The ellipsoidal height was determined by GPS observations
 AE2424.and is referenced to NAD 83.
 AE2424
 AE2424.The geoid height was determined by GEOID03.
 AE2424
 AE2424;                    North         East     Units Scale Factor Converg.
 AE2424;SPC AZ C     -   252,036.414   224,101.163   MT  0.99990142   +0 03 47.7
 AE2424;SPC AZ C     -   826,891.12    735,240.04   iFT  0.99990142   +0 03 47.7
 AE2424;UTM  12      - 3,681,843.142   425,370.507   MT  0.99966867   -0 26 22.8
 AE2424
 AE2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2424!SPC AZ C     -   0.99994537  x   0.99990142  =   0.99984680
 AE2424!UTM  12      -   0.99994537  x   0.99966867  =   0.99961406
 AE2424
 AE2424                          SUPERSEDED SURVEY CONTROL
 AE2424
 AE2424.No superseded survey control is available for this station.
 AE2424
 AE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2537181843(NAD 83)
 AE2424_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2424_STAMPING: CHD A 1997
 AE2424_MARK LOGO: NGS   
 AE2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2424+STABILITY: SURFACE MOTION
 AE2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2424+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 AE2424
 AE2424  HISTORY     - Date     Condition        Report By
 AE2424  HISTORY     - 1997     MONUMENTED       NGS
 AE2424  HISTORY     - 19970620 GOOD             NGS
 AE2424
 AE2424                          STATION DESCRIPTION
 AE2424
 AE2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2424'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2424'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, ON THE NORTHEAST
 AE2424'SIDE OF THE FIELD SOUTHEAST OF THE RUNWAY AND BETWEEN THE PARALLEL
 AE2424'TAXIWAY AND THE PERIMETER FENCE.  OWNERSHIP--CITY OF CHANDLER.
 AE2424'AIRPORT MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ
 AE2424'85249, PHONE 602-786-2370. TO REACH THE STATION FROM THE JUNCTION OF
 AE2424'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2424'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2424'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2424'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2424'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2424'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2424'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND DEFLECT 45
 AE2424'DEGREES RIGHT TO GO SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO
 AE2424'THE MIDFIELD CONNECTOR TAXIWAY.  CONTINUE SOUTHEAST FOR 0.5 KM (0.30
 AE2424'MI) CROSSING BOTH PARALLEL RUNWAYS TO A PARALLEL TAXIWAY.  TURN LEFT
 AE2424'ONTO THE PARALLEL TAXIWAY AND GO NORTHEAST FOR 1.0 KM (0.60 MI) TO THE
 AE2424'STATION ON THE RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET
 AE2424'INTO A 1.1 M (3.6 FT) DEEP BY 25 CM (10 IN) ROUNDED CONCRETE POST.
 AE2424'THE STATION IS ALIGNED WITH THE FIRST SET OF TAXIWAY LIGHTS ON
 AE2424'PARALLEL TAXIWAY C SOUTHWEST FROM CONNECTOR TAXIWAY Q, LOCATED 40.9 M
 AE2424'(134.2 FT) SOUTHWEST FROM CONNECTOR TAXIWAY Q3 CENTER, 32.4 M (106.3
 AE2424'FT) SOUTHEAST FROM PARALLEL TAXIWAY C CENTER, 23.6 M (77.4 FT)
 AE2424'SOUTHEAST FROM A TAXIWAY LIGHT, 24.4 M (80.1 FT) SOUTH FROM THE TOP
 AE2424'CENTER OF THE SOUTHWEST END OF THE SOUTHEASTERLY OF TWO 30 IN METAL
 AE2424'CULVERTS, 15.3 M (50.2 FT) NORTHWEST FROM A NGS FIBERGLASS WITNESS
 AE2424'POST AT A SIX FT CHAINLINK FENCE, AND ABOUT 10.1 M (33.1 FT) NORTHWEST
 AE2424'FROM A STONE SERVICE ROAD CENTER.  THE MARK IS 15 CM (6 IN) BELOW
 AE2424'GRADE AND ABOUT 0.6 M (2.0 FT) BELOW THE PARALLEL TAXIWAY C CENTER.
 AE2424'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2424
 AE2424                          STATION RECOVERY (1997)
 AE2424
 AE2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2424'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2424'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, ON THE NORTHEAST
 AE2424'SIDE OF THE FIELD SOUTHEAST OF THE RUNWAY AND BETWEEN THE PARALLEL
 AE2424'TAXIWAY AND THE PERIMETER FENCE.  OWNERSHIP--CITY OF CHANDLER.
 AE2424'AIRPORT MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ
 AE2424'85249, PHONE 602-786-2370.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2424'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2424'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2424'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2424'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2424'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2424'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2424'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND DEFLECT 45
 AE2424'DEGREES RIGHT TO GO SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO
 AE2424'THE MIDFIELD CONNECTOR TAXIWAY. CONTINUE SOUTHEAST FOR 0.5 KM (0.30
 AE2424'MI) CROSSING BOTH PARALLEL RUNWAYS TO A PARALLEL TAXIWAY.  TURN LEFT
 AE2424'ONTO THE PARALLEL TAXIWAY AND GO NORTHEAST FOR 1.0 KM (0.60 MI) TO THE
 AE2424'STATION ON THE RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET
 AE2424'INTO A 1.1 M (3.6 FT) DEEP BY 25 CM (10 IN) ROUNDED CONCRETE POST.
 AE2424'THE STATION IS ALIGNED WITH THE FIRST SET OF TAXIWAY LIGHTS ON
 AE2424'PARALLEL TAXIWAY C SOUTHWEST FROM CONNECTOR TAXIWAY Q, LOCATED 40.9 M
 AE2424'(134.2 FT) SOUTHWEST FROM CONNECTOR TAXIWAY Q3 CENTER, 32.4 M (106.3
 AE2424'FT) SOUTHEAST FROM PARALLEL TAXIWAY C CENTER, 23.6 M (77.4 FT)
 AE2424'SOUTHEAST FROM A TAXIWAY LIGHT, 24.4 M (80.1 FT) SOUTH FROM THE TOP
 AE2424'CENTER OF THE SOUTHWEST END OF THE SOUTHEASTERLY OF TWO 30 IN METAL
 AE2424'CULVERTS, 15.3 M (50.2 FT) NORTHWEST FROM A NGS FIBERGLASS WITNESS
 AE2424'POST AT A SIX FT CHAINLINK FENCE, AND ABOUT 10.1 M (33.1 FT) NORTHWEST
 AE2424'FROM A STONE SERVICE ROAD CENTER.  THE MARK IS 15 CM (6 IN) BELOW
 AE2424'GRADE AND ABOUT 0.6 M (2.0 FT) BELOW THE PARALLEL TAXIWAY C CENTER.
 AE2424'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2423 ***********************************************************************
 AE2423  PACS        -  This is a Primary Airport Control Station.
 AE2423  DESIGNATION -  CHD B
 AE2423  PID         -  AE2423
 AE2423  STATE/COUNTY-  AZ/MARICOPA
 AE2423  USGS QUAD   -  CHANDLER (1981)
 AE2423
 AE2423                         *CURRENT SURVEY CONTROL
 AE2423  ___________________________________________________________________
 AE2423* NAD 83(1992)-  33 16 14.44752(N)    111 48 41.24200(W)     ADJUSTED  
 AE2423* NAVD 88     -       375.78   (meters)    1232.9    (feet)  GPS OBS   
 AE2423  ___________________________________________________________________
 AE2423  X           -  -1,983,484.112 (meters)                     COMP
 AE2423  Y           -  -4,956,189.853 (meters)                     COMP
 AE2423  Z           -   3,479,286.768 (meters)                     COMP
 AE2423  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AE2423  ELLIP HEIGHT-         345.86  (meters)          (08/22/01) GPS OBS
 AE2423  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AE2423
 AE2423  HORZ ORDER  -  B
 AE2423  ELLP ORDER  -  SECOND    CLASS I
 AE2423
 AE2423.This mark is at Chandler Municipal Airport (CHD)
 AE2423
 AE2423.The horizontal coordinates were established by GPS observations
 AE2423.and adjusted by the National Geodetic Survey in September 1997..
 AE2423
 AE2423.The orthometric height was determined by GPS observations and a
 AE2423.high-resolution geoid model.
 AE2423
 AE2423.GPS derived orthometric heights for airport stations designated as
 AE2423.PACS or SACS are published to 2 decimal places.  This maintains
 AE2423.centimeter relative accuracy between the PACS and SACS.  It does
 AE2423.not indicate centimeter accuracy relative to other marks which are
 AE2423.part of the NAVD 88 network.
 AE2423
 AE2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2423
 AE2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2423
 AE2423.The ellipsoidal height was determined by GPS observations
 AE2423.and is referenced to NAD 83.
 AE2423
 AE2423.The geoid height was determined by GEOID03.
 AE2423
 AE2423;                    North         East     Units Scale Factor Converg.
 AE2423;SPC AZ C     -   251,773.733   223,161.154   MT  0.99990118   +0 03 27.8
 AE2423;SPC AZ C     -   826,029.31    732,156.02   iFT  0.99990118   +0 03 27.8
 AE2423;UTM  12      - 3,681,588.781   424,428.447   MT  0.99967041   -0 26 42.7
 AE2423
 AE2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2423!SPC AZ C     -   0.99994570  x   0.99990118  =   0.99984689
 AE2423!UTM  12      -   0.99994570  x   0.99967041  =   0.99961613
 AE2423
 AE2423|---------------------------------------------------------------------|
 AE2423| PID    Reference Object                     Distance      Geod. Az  |
 AE2423|                                                           dddmmss.s |
 AE2423| DU2364 N 522                               377.061 METERS 28521     |
 AE2423|---------------------------------------------------------------------|
 AE2423
 AE2423                          SUPERSEDED SURVEY CONTROL
 AE2423
 AE2423.No superseded survey control is available for this station.
 AE2423
 AE2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2442881589(NAD 83)
 AE2423_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2423_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2423_SP_SET: CATCHBASIN
 AE2423_STAMPING: CHD B 1997
 AE2423_MARK LOGO: NGS   
 AE2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2423+STABILITY: SURFACE MOTION
 AE2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2423+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2002
 AE2423
 AE2423  HISTORY     - Date     Condition        Report By
 AE2423  HISTORY     - 1997     MONUMENTED       NGS
 AE2423  HISTORY     - 19970620 GOOD             NGS
 AE2423  HISTORY     - 20020515 GOOD             INDIV
 AE2423
 AE2423                          STATION DESCRIPTION
 AE2423
 AE2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2423'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2423'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, NEAR MIDFIELD
 AE2423'BETWEEN RUNWAY 4L-22R AND PARALLEL TAXIWAY A SOUTHWEST FROM CONNECTOR
 AE2423'TAXIWAY M.  OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS GREG
 AE2423'CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE
 AE2423'602-786-2370. TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164) ,
 AE2423'STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 AE2423'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI)
 AE2423'PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT
 AE2423'BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE
 AE2423'NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI)
 AE2423'SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO
 AE2423'A GATE.  PASS THROUGH THE GATE AND DEFLECT 45 DEGREES RIGHT AND GO
 AE2423'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO THE MIDFIELD
 AE2423'CONNECTOR TAXIWAY AT A PARALLEL TAXIWAY.  TURN LEFT ONTO THE PARALLEL
 AE2423'TAXIWAY AND GO NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AE2423'RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE EASTERLY
 AE2423'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2423'LOCATED 42.1 M (138.1 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2423'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, AND 78 M (255.9
 AE2423'FT) SOUTHWEST FROM CONNECTOR TAXIWAY M CENTER.  THE MARK IS
 AE2423'COUNTERSUNK FLUSH INTO THE CATCHBASIN AND ABOUT 1.0 M (3.3 FT) BELOW
 AE2423'THE RUNWAY CENTER.  NOTE--THIS IS A PRIMARY AIRPORT CONTROL STATION
 AE2423'(PACS) .
 AE2423
 AE2423                          STATION RECOVERY (1997)
 AE2423
 AE2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2423'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2423'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, NEAR MIDFIELD
 AE2423'BETWEEN RUNWAY 4L-22R AND PARALLEL TAXIWAY A SOUTHWEST FROM CONNECTOR
 AE2423'TAXIWAY M.  OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS GREG
 AE2423'CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE
 AE2423'602-786-2370.  TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164)
 AE2423', STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 AE2423'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI)
 AE2423'PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT
 AE2423'BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE
 AE2423'NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI)
 AE2423'SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO
 AE2423'A GATE.  PASS THROUGH THE GATE AND DEFLECT 45 DEGREES RIGHT AND GO
 AE2423'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO THE MIDFIELD
 AE2423'CONNECTOR TAXIWAY AT A PARALLEL TAXIWAY.  TURN LEFT ONTO THE PARALLEL
 AE2423'TAXIWAY AND GO NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AE2423'RIGHT.  THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE
 AE2423'EASTERLY CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE
 AE2423'STATION IS LOCATED 42.1 M (138.1 FT) NORTHWEST FROM RUNWAY 4L-22R
 AE2423'CENTER, 31.2 M (102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER,
 AE2423'AND 78 M (255.9 FT) SOUTHWEST FROM CONNECTOR TAXIWAY M CENTER.  THE
 AE2423'MARK IS COUNTERSUNK FLUSH INTO THE CATCHBASIN AND ABOUT 1.0 M (3.3 FT)
 AE2423'BELOW THE RUNWAY CENTER.  NOTE--THIS IS A PRIMARY AIRPORT CONTROL
 AE2423'STATION (PACS) .
 AE2423
 AE2423                          STATION RECOVERY (2002)
 AE2423
 AE2423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGH)
 AE2423'ESCORTED ACCESS ONLY. CONTACT MIKE SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2425 ***********************************************************************
 AE2425  SACS        -  This is a Secondary Airport Control Station.
 AE2425  DESIGNATION -  CHD C
 AE2425  PID         -  AE2425
 AE2425  STATE/COUNTY-  AZ/MARICOPA
 AE2425  USGS QUAD   -  CHANDLER (1981)
 AE2425
 AE2425                         *CURRENT SURVEY CONTROL
 AE2425  ___________________________________________________________________
 AE2425* NAD 83(1992)-  33 15 52.79883(N)    111 49 11.54145(W)     ADJUSTED  
 AE2425* NAVD 88     -       374.61   (meters)    1229.0    (feet)  GPS OBS   
 AE2425  ___________________________________________________________________
 AE2425  X           -  -1,984,347.770 (meters)                     COMP
 AE2425  Y           -  -4,956,237.208 (meters)                     COMP
 AE2425  Z           -   3,478,728.455 (meters)                     COMP
 AE2425  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AE2425  ELLIP HEIGHT-         344.71  (meters)          (08/22/01) GPS OBS
 AE2425  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AE2425
 AE2425  HORZ ORDER  -  FIRST
 AE2425  ELLP ORDER  -  SECOND    CLASS I
 AE2425
 AE2425.This mark is at Chandler Municipal Airport (CHD)
 AE2425
 AE2425.The horizontal coordinates were established by GPS observations
 AE2425.and adjusted by the National Geodetic Survey in September 1997..
 AE2425
 AE2425.The orthometric height was determined by GPS observations and a
 AE2425.high-resolution geoid model.
 AE2425
 AE2425.GPS derived orthometric heights for airport stations designated as
 AE2425.PACS or SACS are published to 2 decimal places.  This maintains
 AE2425.centimeter relative accuracy between the PACS and SACS.  It does
 AE2425.not indicate centimeter accuracy relative to other marks which are
 AE2425.part of the NAVD 88 network.
 AE2425
 AE2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2425
 AE2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2425
 AE2425.The ellipsoidal height was determined by GPS observations
 AE2425.and is referenced to NAD 83.
 AE2425
 AE2425.The geoid height was determined by GEOID03.
 AE2425
 AE2425;                    North         East     Units Scale Factor Converg.
 AE2425;SPC AZ C     -   251,106.086   222,377.710   MT  0.99990100   +0 03 11.1
 AE2425;SPC AZ C     -   823,838.86    729,585.66   iFT  0.99990100   +0 03 11.1
 AE2425;UTM  12      - 3,680,928.188   423,639.355   MT  0.99967189   -0 26 59.0
 AE2425
 AE2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2425!SPC AZ C     -   0.99994588  x   0.99990100  =   0.99984689
 AE2425!UTM  12      -   0.99994588  x   0.99967189  =   0.99961779
 AE2425
 AE2425                          SUPERSEDED SURVEY CONTROL
 AE2425
 AE2425.No superseded survey control is available for this station.
 AE2425
 AE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2363980928(NAD 83)
 AE2425_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2425_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2425_SP_SET: CATCHBASIN
 AE2425_STAMPING: CHD C 1997
 AE2425_MARK LOGO: NGS   
 AE2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2425+STABILITY: SURFACE MOTION
 AE2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2425+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 AE2425
 AE2425  HISTORY     - Date     Condition        Report By
 AE2425  HISTORY     - 1997     MONUMENTED       NGS
 AE2425  HISTORY     - 19970620 GOOD             NGS
 AE2425
 AE2425                          STATION DESCRIPTION
 AE2425
 AE2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2425'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2425'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, AT THE SOUTHWEST
 AE2425'END OF THE FIELD BETWEEN APPROACH 4L AND PARALLEL TAXIWAY A, NORTHEAST
 AE2425'FROM CONNECTOR TAXIWAY D.  OWNERSHIP--CITY OF CHANDLER. AIRPORT
 AE2425'MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249,
 AE2425'PHONE 602-786-2370. TO REACH THE STATION FROM THE JUNCTION OF
 AE2425'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2425'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2425'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2425'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2425'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2425'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2425'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT AND
 AE2425'GO SOUTH FOR 61 M (200.1 FT) TO A RAMP TAXIWAY ON RIGHT.  BEAR RIGHT
 AE2425'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) PASSING THE T-HANGERS
 AE2425'ON LEFT TO THE JUNCTION OF PARALLEL TAXIWAY A ON LEFT AND CONNECTOR
 AE2425'TAXIWAY D LEADING TO APPROACH 4L AHEAD.  TURN LEFT ONTO THE PARALLEL
 AE2425'TAXIWAY AND GO NORTHEAST FOR 40 M (131.2 FT) TO THE STATION ON RIGHT.
 AE2425'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE SOUTHERLY
 AE2425'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2425'LOCATED 39.0 M (128.0 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2425'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, 39.3 M (128.9 FT)
 AE2425'NORTHEAST FROM CONNECTOR TAXIWAY D CENTER.  THE MARK IS COUNTERSUNK
 AE2425'FLUSH INTO THE CATCHBASIN AND ABOUT 1 M (3.3 FT) BELOW THE RUNWAY
 AE2425'CENTER.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2425
 AE2425                          STATION RECOVERY (1997)
 AE2425
 AE2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2425'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2425'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, AT THE SOUTHWEST
 AE2425'END OF THE FIELD BETWEEN APPROACH 4L AND PARALLEL TAXIWAY A, NORTHEAST
 AE2425'FROM CONNECTOR TAXIWAY D.  OWNERSHIP--CITY OF CHANDLER. AIRPORT
 AE2425'MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249,
 AE2425'PHONE 602-786-2370.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2425'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2425'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2425'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2425'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2425'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2425'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2425'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT AND
 AE2425'GO SOUTH FOR 61 M (200.1 FT) TO A RAMP TAXIWAY ON RIGHT.  BEAR RIGHT
 AE2425'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) PASSING THE T-HANGERS
 AE2425'ON LEFT TO THE JUNCTION OF PARALLEL TAXIWAY A ON LEFT AND CONNECTOR
 AE2425'TAXIWAY D LEADING TO APPROACH 4L AHEAD.  TURN LEFT ONTO THE PARALLEL
 AE2425'TAXIWAY AND GO NORTHEAST FOR 40 M (131.2 FT) TO THE STATION ON RIGHT.
 AE2425'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE SOUTHERLY
 AE2425'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2425'LOCATED 39.0 M (128.0 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2425'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, 39.3 M (128.9 FT)
 AE2425'NORTHEAST FROM CONNECTOR TAXIWAY D CENTER.  THE MARK IS COUNTERSUNK
 AE2425'FLUSH INTO THE CATCHBASIN AND ABOUT 1 M (3.3 FT) BELOW THE RUNWAY
 AE2425'CENTER.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1684 ***********************************************************************
 DV1684  DESIGNATION -  CHECK
 DV1684  PID         -  DV1684
 DV1684  STATE/COUNTY-  AZ/MARICOPA
 DV1684  USGS QUAD   -  PHOENIX (1982)
 DV1684
 DV1684                         *CURRENT SURVEY CONTROL
 DV1684  ___________________________________________________________________
 DV1684* NAD 83(1986)-  33 27 30.     (N)    112 05 53.     (W)     SCALED    
 DV1684* NAVD 88     -       328.650  (meters)    1078.25   (feet)  ADJUSTED  
 DV1684  ___________________________________________________________________
 DV1684  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV1684  DYNAMIC HT  -         328.268 (meters)    1076.99  (feet)  COMP
 DV1684  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DV1684
 DV1684  VERT ORDER  -  SECOND    CLASS I
 DV1684
 DV1684.The horizontal coordinates were scaled from a topographic map and have
 DV1684.an estimated accuracy of +/- 6 seconds.
 DV1684
 DV1684.The orthometric height was determined by differential leveling
 DV1684.and adjusted by the National Geodetic Survey in November 1993..
 DV1684
 DV1684.The geoid height was determined by GEOID03.
 DV1684
 DV1684.The dynamic height is computed by dividing the NAVD 88
 DV1684.geopotential number by the normal gravity value computed on the
 DV1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1684.degrees latitude (g = 980.6199 gals.).
 DV1684
 DV1684.The modeled gravity was interpolated from observed gravity values.
 DV1684
 DV1684;                    North         East    Units  Estimated Accuracy
 DV1684;SPC AZ C     -   272,590.      196,500.      MT  (+/- 180 meters Scaled)
 DV1684
 DV1684                          SUPERSEDED SURVEY CONTROL
 DV1684
 DV1684.No superseded survey control is available for this station.
 DV1684
 DV1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979026(NAD 83)
 DV1684_MARKER: DB = BENCH MARK DISK
 DV1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1684_SP_SET: CURB
 DV1684_STAMPING: CHECK
 DV1684_MARK LOGO: AZDT  
 DV1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1684
 DV1684  HISTORY     - Date     Condition        Report By
 DV1684  HISTORY     - UNK      MONUMENTED       AZDT
 DV1684  HISTORY     - 1981     GOOD             AZDT
 DV1684
 DV1684                          STATION DESCRIPTION
 DV1684
 DV1684'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1684'IN PHOENIX.
 DV1684'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND 19TH AVENUE
 DV1684'TRAVEL NORTH ALONG INTERSTATE 17 TO MCDOWELL ROAD, THENCE EAST ALONG
 DV1684'MCDOWELL ROAD FOR 0.55 MI (0.89 KM) TO 19TH AVENUE, THENCE SOUTH ALONG
 DV1684'19TH AVENUE FOR 0.50 MI (0.80 KM) TO ROOSEVELT STREET, THENCE EAST
 DV1684'ALONG ROOSEVELT STREET FOR ONE BLOCK TO 18TH AVENUE AN THE MARK. 20.6
 DV1684'FT (6.28 METERS) SOUTH OF THE CENTERLINE OF ROOSEVELT STREET, 65.6 FT
 DV1684'(20.0 METERS) SOUTH OF A FIRE HYDRANT, A STANDARD AZDT BRASS CAP SET
 DV1684'IN SOUTH CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0557 ***********************************************************************
 FR0557  DESIGNATION -  CHECK
 FR0557  PID         -  FR0557
 FR0557  STATE/COUNTY-  AZ/MOHAVE
 FR0557  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0557
 FR0557                         *CURRENT SURVEY CONTROL
 FR0557  ___________________________________________________________________
 FR0557* NAD 83(1992)-  35 10 57.95278(N)    113 47 10.80995(W)     ADJUSTED  
 FR0557* NAVD 88     -      1319.324  (meters)    4328.48   (feet)  POSTED    
 FR0557  ___________________________________________________________________
 FR0557  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FR0557  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0557  DYNAMIC HT  -        1317.690 (meters)    4323.12  (feet)  COMP
 FR0557  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0557
 FR0557  HORZ ORDER  -  SECOND
 FR0557  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0557
 FR0557.The horizontal coordinates were established by classical geodetic methods
 FR0557.and adjusted by the National Geodetic Survey in August 1993..
 FR0557
 FR0557.The orthometric height was determined by differential leveling
 FR0557.and adjusted by the National Geodetic Survey in 1992..
 FR0557.No vertical observational check was made to the station.
 FR0557.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0557.was located on a no-check spur therefore a value was not computed.
 FR0557
 FR0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0557
 FR0557.The geoid height was determined by GEOID03.
 FR0557
 FR0557.The dynamic height is computed by dividing the NAVD 88
 FR0557.geopotential number by the normal gravity value computed on the
 FR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0557.degrees latitude (g = 980.6199 gals.).
 FR0557
 FR0557.The modeled gravity was interpolated from observed gravity values.
 FR0557
 FR0557;                    North         East     Units Scale Factor Converg.
 FR0557;SPC AZ W     -   463,864.579   210,050.557   MT  0.99993347   -0 01 15.4
 FR0557;SPC AZ W     - 1,521,865.42    689,142.25   iFT  0.99993347   -0 01 15.4
 FR0557;UTM  12      - 3,896,867.664   246,274.978   MT  1.00039346   -1 36 22.7
 FR0557
 FR0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0557!SPC AZ W     -   0.99979732  x   0.99993347  =   0.99973080
 FR0557!UTM  12      -   0.99979732  x   1.00039346  =   1.00019070
 FR0557
 FR0557|---------------------------------------------------------------------|
 FR0557| PID    Reference Object                     Distance      Geod. Az  |
 FR0557|                                                           dddmmss.s |
 FR0557| FR0558 CHECK RM 1                           22.339 METERS 00344     |
 FR0557| FR0556 CHECK RM 2                           11.729 METERS 16714     |
 FR0557| FR0555 CHECK AZ MK                                        2551129.6 |
 FR0557|---------------------------------------------------------------------|
 FR0557
 FR0557                          SUPERSEDED SURVEY CONTROL
 FR0557
 FR0557  NAD 83(1986)-  35 10 57.95185(N)    113 47 10.81075(W) AD(       ) 2
 FR0557  NAD 27      -  35 10 57.94810(N)    113 47 08.00730(W) AD(       ) 2
 FR0557  NGVD 29 (??/??/92) 1318.487  (m)         4325.74   (f) ADJ UNCH    2 0
 FR0557
 FR0557.Superseded values are not recommended for survey control.
 FR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0557.See file dsdata.txt to determine how the superseded data were derived.
 FR0557
 FR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4627596868(NAD 83)
 FR0557_MARKER: DE = TRAVERSE STATION DISK
 FR0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0557_STAMPING: CHECK 1961
 FR0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0557
 FR0557  HISTORY     - Date     Condition        Report By
 FR0557  HISTORY     - 1961     MONUMENTED       CGS
 FR0557  HISTORY     - 1962     GOOD             NGS
 FR0557  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FR0557
 FR0557                          STATION DESCRIPTION
 FR0557
 FR0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0557'THE STATION IS LOCATED ABOUT 16 MILES EAST OF KINGMAN, ABOUT
 FR0557'2-1/2 MILES NORTH OF STATE HIGHWAY 93 AND ABOUT 100 YARDS NORTH
 FR0557'OF THE NORTH ONE OF THREE PIPELINES.
 FR0557'
 FR0557'TO REACH THE STATION FRM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FR0557'HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO EASTERLY ON
 FR0557'STATE HIGHWAY 93 FOR 12.85 MILES TO MILE POST 86, CONTINUE EAST
 FR0557'FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTH ON A
 FR0557'GRAVEL ROAD FOR 1.25 MILES TO A CATTLE GUARD, CONTINUE NORTH 0.05
 FR0557'MILE TO FORKS AND A RANCH HOUSE ON LEFT, CONTINUE NORTH ON MAIN
 FR0557'GRADED ROAD CROSSING CATTLE GUARD FOR 1.0 MILE TO A PIPELINE,
 FR0557'CONTINUE NORTH 0.05 MILE TO ANOTHER PIPELINE, TURN RIGHT, GO
 FR0557'EAST ON PIPELINE ROAD FOR 0.25 MILE TO A DIM TRACK ROAD LEFT,
 FR0557'TURN LEFT, GO NORTH-NORTHWEST 0.15 MILE TO ANOTHER PIPELINE
 FR0557'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH FOR ABOUT
 FR0557'100 YARDS TO TOP OF SMALL ROCKY KNOLL AND THE STATION.
 FR0557'
 FR0557'STATION MARK, A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A
 FR0557'2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND IS
 FR0557'STAMPED CHECK 1961.  THE MARK IS 6.2 FEET EAST OF WITNESS POST.
 FR0557'
 FR0557'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0557'IN OUTCROPPING ROCK WHICH IS ABOUT 4 X 5 FEET PROJECTING ABOUT
 FR0557'2 FEET AND THE DISK IS STAMPED CHECK NO 1 1961.  THE MARK IS
 FR0557'73 FEET NORTH OF WITNESS POST.
 FR0557'
 FR0557'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0557'IN TOP OF OUTCROPPING ROCK WHICH IS 4 X 4 FEET PROJECTING ABOUT
 FR0557'2 FEET AND IS STAMPED CHECK NO 2 1961.  THE MARK IS 41.5 FEET
 FR0557'SOUTHEAST OF WITNESS POST.
 FR0557'
 FR0557'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0557'OUTCROPPING ROCK WHICH IS ABOUT 2 X 2 FEET PROJECTING ABOUT 6
 FR0557'INCHES AND IS STAMPED CHECK 1961.  THE MARK IS ABOUT 100 YARDS
 FR0557'SOUTHEAST OF PIPELINE MARKER NUMBER 313, 75 FEET NORTHWEST OF
 FR0557'POWER LINE POLE, 62 FEET NORTHEAST OF POWER LINE POLE NUMBER
 FR0557'17610 AND 3.3 FEET NORTHWEST OF A WITNESS POST.
 FR0557'
 FR0557'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO WEST
 FR0557'ON THE PIPELINE ROAD FOR 0.25 MILE TO PIPELINE MARK NUMBER 313 AND
 FR0557'THE AZIMUTH MARK ABOUT 100 YARDS TO THE SOUTHEAST.
 FR0557'
 FR0557'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 FR0557
 FR0557                          STATION RECOVERY (1962)
 FR0557
 FR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0557'17.65 MI NE FROM KINGMAN.
 FR0557'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0557'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0557'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0557'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0557'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0557'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0557'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0557'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0557'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0557'ABOUT 100 YARDS NORTH TO THE TOP OF A HILL, 6.3 FEET EAST OF A METAL
 FR0557'WITNESS POST, AND IS A C AND GS STANDARD DISK FASTENED TO THE TOP OF A
 FR0557'3 INCH METAL PIPE PROJECTING 6 INCHES.
 FR0557
 FR0557                          STATION RECOVERY (1971)
 FR0557
 FR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FR0557'GENERAL LOCATION - INT. 40, EASTERLY OF KINGMAN.  TO REACH
 FR0557'FROM MILEPOST 66, INT. 40, WESTERLY ON THE INT. FOR 0.15 MILES.
 FR0557'RIGHT, THROUGH GATE ON NORTH R/W FENCE, EAST PARALLEL WITH THE
 FR0557'INT. FOR 0.3 MILES, LEFT, NORTH, FOR 0.2 MI. TO THE EL PASO GAS
 FR0557'LINE, RIGHT, EAST FOR 0.2 MILES TO THE TOP OF A SMALL RISE AND EL
 FR0557'PASO SIGN, 313, PACK RIGHT TO THE TOP OF THE HILL ABOUT 150 FT
 FR0557'AND TO THE STATION AZIMUTH MARK.  CONTINUE ALONG THE GAS LINE
 FR0557'FOR 0.2 MILES.  LEFT, NORTH, PACK ABOUT 650 FT TO A SHOULDER
 FR0557'ON A ROCKY RIDGE AND TO THE STA.
 FR0557'
 FR0557'STATION MARK - IS A STANDARD USC AND GS TRIANGULATION
 FR0557'BRASS CAP, SET ON A 3 IN PIPE, UP 0.6 FT, STAMPED, CHECK 1961,
 FR0557'LOCATED ON A SHOULDER ON A ROCKY RIDGE.  R.M. 1 IS A STANDARD
 FR0557'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 5 FT BY 5 FT GRANITE
 FR0557'OUTCROP, UP 2.5 FT, STAMPED, CHECK NO 1 1961, LOCATED NORTH OF
 FR0557'THE STATION AND A LITTLE ABOVE IT.  R.M. 2 IS A STANDARD USC AND
 FR0557'GS REFERENCE MARK BRASS CAP, SET IN A 3 FT BY 5 FT GRANITE
 FR0557'OUTCROP, UP 2.5 FT, STAMPED, CHECK NO 2 1961, LOCATED SOUTH OF
 FR0557'THE STATION AND ABOUT 10 FT BELOW IT.
 FR0557'
 FR0557'THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK BRASS
 FR0557'CAP, SET IN A 2.5 FT BY 2.5 FT BASALT OUTCROP, UP 0.3 FT, STAMPED,
 FR0557'CHECK 1961, LOCATED SOUTH OF THE HILL CREST, AND 25 FT NORTHERLY
 FR0557'OF AN EAST WEST TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0555 ***********************************************************************
 FR0555  DESIGNATION -  CHECK AZ MK
 FR0555  PID         -  FR0555
 FR0555  STATE/COUNTY-  AZ/MOHAVE
 FR0555  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0555
 FR0555                         *CURRENT SURVEY CONTROL
 FR0555  ___________________________________________________________________
 FR0555* NAD 83(1986)-  35 10 54.     (N)    113 47 25.     (W)     SCALED    
 FR0555* NAVD 88     -      1311.256  (meters)    4302.01   (feet)  POSTED    
 FR0555  ___________________________________________________________________
 FR0555  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0555  DYNAMIC HT  -        1309.630 (meters)    4296.68  (feet)  COMP
 FR0555  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 FR0555
 FR0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0555
 FR0555.The horizontal coordinates were scaled from a topographic map and have
 FR0555.an estimated accuracy of +/- 6 seconds.
 FR0555
 FR0555.The orthometric height was determined by differential leveling
 FR0555.and adjusted by the National Geodetic Survey in 1992..
 FR0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0555.rate of 0.0 thru 1.0 mm/km.
 FR0555
 FR0555.The geoid height was determined by GEOID03.
 FR0555
 FR0555.The dynamic height is computed by dividing the NAVD 88
 FR0555.geopotential number by the normal gravity value computed on the
 FR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0555.degrees latitude (g = 980.6199 gals.).
 FR0555
 FR0555.The modeled gravity was interpolated from observed gravity values.
 FR0555
 FR0555;                    North         East    Units  Estimated Accuracy
 FR0555;SPC AZ W     -   463,740.      209,690.      MT  (+/- 180 meters Scaled)
 FR0555
 FR0555                          SUPERSEDED SURVEY CONTROL
 FR0555
 FR0555  NGVD 29 (??/??/92) 1310.416  (m)         4299.26   (f) ADJ UNCH    2 0
 FR0555
 FR0555.Superseded values are not recommended for survey control.
 FR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0555.See file dsdata.txt to determine how the superseded data were derived.
 FR0555
 FR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD459967(NAD 83)
 FR0555_MARKER: DZ = AZIMUTH MARK DISK
 FR0555_SETTING: 66 = SET IN ROCK OUTCROP
 FR0555_SP_SET: ROCK OUTCROP
 FR0555_STAMPING: CHECK 1961
 FR0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0555+STABILITY: POSITION/ELEVATION WELL
 FR0555
 FR0555  HISTORY     - Date     Condition        Report By
 FR0555  HISTORY     - 1961     MONUMENTED       CGS
 FR0555  HISTORY     - 1962     GOOD             NGS
 FR0555
 FR0555                          STATION DESCRIPTION
 FR0555
 FR0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0555'17.15 MI NE FROM KINGMAN.
 FR0555'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0555'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0555'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0555'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0555'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0555'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0555'PIPE LINE, THENCE ABOUT 0.2 MILE NORTH CROSSING ANOTHER PIPE LINE TO A
 FR0555'LINE OF TELEPHONE POLES, THENCE ABOUT 0.2 MILE EAST ALONG THE LINE OF
 FR0555'TELEPHONE POLES TO POLE NO. 17610 ON TOP OF A LOW HILL, 62 FEET
 FR0555'NORTHEAST OF POLE NO. 17610, 24 FEET NORTH OF THE CENTER OF A DIM
 FR0555'ROAD, 3.2 FEET NORTHWEST OF A METAL WITNESS POST, AND IS SET IN THE
 FR0555'TOP OF A 2.5 BY 2.5 FOOT ROCK OUTCROPPING PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0558 ***********************************************************************
 FR0558  DESIGNATION -  CHECK RM 1
 FR0558  PID         -  FR0558
 FR0558  STATE/COUNTY-  AZ/MOHAVE
 FR0558  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0558
 FR0558                         *CURRENT SURVEY CONTROL
 FR0558  ___________________________________________________________________
 FR0558* NAD 83(1986)-  35 10 57.     (N)    113 47 11.     (W)     SCALED    
 FR0558* NAVD 88     -      1319.648  (meters)    4329.55   (feet)  POSTED    
 FR0558  ___________________________________________________________________
 FR0558  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0558  DYNAMIC HT  -        1318.010 (meters)    4324.17  (feet)  COMP
 FR0558  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0558
 FR0558  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0558
 FR0558.The horizontal coordinates were scaled from a topographic map and have
 FR0558.an estimated accuracy of +/- 6 seconds.
 FR0558
 FR0558.The orthometric height was determined by differential leveling
 FR0558.and adjusted by the National Geodetic Survey in 1992..
 FR0558.No vertical observational check was made to the station.
 FR0558.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0558.was located on a no-check spur therefore a value was not computed.
 FR0558
 FR0558.The geoid height was determined by GEOID03.
 FR0558
 FR0558.The dynamic height is computed by dividing the NAVD 88
 FR0558.geopotential number by the normal gravity value computed on the
 FR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0558.degrees latitude (g = 980.6199 gals.).
 FR0558
 FR0558.The modeled gravity was interpolated from observed gravity values.
 FR0558
 FR0558;                    North         East    Units  Estimated Accuracy
 FR0558;SPC AZ W     -   463,840.      210,050.      MT  (+/- 180 meters Scaled)
 FR0558
 FR0558                          SUPERSEDED SURVEY CONTROL
 FR0558
 FR0558  NGVD 29 (??/??/92) 1318.811  (m)         4326.80   (f) ADJ UNCH    2 0
 FR0558
 FR0558.Superseded values are not recommended for survey control.
 FR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0558.See file dsdata.txt to determine how the superseded data were derived.
 FR0558
 FR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD462968(NAD 83)
 FR0558_MARKER: DR = REFERENCE MARK DISK
 FR0558_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0558_SP_SET: UNSPEC. ROCK
 FR0558_STAMPING: CHECK NO 1 1961
 FR0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0558
 FR0558  HISTORY     - Date     Condition        Report By
 FR0558  HISTORY     - 1961     MONUMENTED       CGS
 FR0558  HISTORY     - 1962     GOOD             NGS
 FR0558
 FR0558                          STATION DESCRIPTION
 FR0558
 FR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0558'17.65 MI NE FROM KINGMAN.
 FR0558'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0558'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0558'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0558'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0558'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0558'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0558'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0558'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0558'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0558'ABOUT 100 YARDS NORTH TO THE TOP OF A HILL, 73.3 FEET NORTH OF
 FR0558'TRAVERSE STATION CHECK, 72.9 FEET NORTH OF A METAL WITNESS POST, AND
 FR0558'IS SET IN TOP OF A 4 BY 4 FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0556 ***********************************************************************
 FR0556  DESIGNATION -  CHECK RM 2
 FR0556  PID         -  FR0556
 FR0556  STATE/COUNTY-  AZ/MOHAVE
 FR0556  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0556
 FR0556                         *CURRENT SURVEY CONTROL
 FR0556  ___________________________________________________________________
 FR0556* NAD 83(1986)-  35 10 57.     (N)    113 47 11.     (W)     SCALED    
 FR0556* NAVD 88     -      1317.322  (meters)    4321.91   (feet)  POSTED    
 FR0556  ___________________________________________________________________
 FR0556  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0556  DYNAMIC HT  -        1315.690 (meters)    4316.56  (feet)  COMP
 FR0556  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0556
 FR0556  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0556
 FR0556.The horizontal coordinates were scaled from a topographic map and have
 FR0556.an estimated accuracy of +/- 6 seconds.
 FR0556
 FR0556.The orthometric height was determined by differential leveling
 FR0556.and adjusted by the National Geodetic Survey in 1992..
 FR0556.No vertical observational check was made to the station.
 FR0556.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0556.was located on a no-check spur therefore a value was not computed.
 FR0556
 FR0556.The geoid height was determined by GEOID03.
 FR0556
 FR0556.The dynamic height is computed by dividing the NAVD 88
 FR0556.geopotential number by the normal gravity value computed on the
 FR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0556.degrees latitude (g = 980.6199 gals.).
 FR0556
 FR0556.The modeled gravity was interpolated from observed gravity values.
 FR0556
 FR0556;                    North         East    Units  Estimated Accuracy
 FR0556;SPC AZ W     -   463,840.      210,050.      MT  (+/- 180 meters Scaled)
 FR0556
 FR0556                          SUPERSEDED SURVEY CONTROL
 FR0556
 FR0556  NGVD 29 (??/??/92) 1316.485  (m)         4319.17   (f) ADJ UNCH    2 0
 FR0556
 FR0556.Superseded values are not recommended for survey control.
 FR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0556.See file dsdata.txt to determine how the superseded data were derived.
 FR0556
 FR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD462968(NAD 83)
 FR0556_MARKER: DR = REFERENCE MARK DISK
 FR0556_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0556_SP_SET: UNSPEC. ROCK
 FR0556_STAMPING: CHECK NO 2 1961
 FR0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0556
 FR0556  HISTORY     - Date     Condition        Report By
 FR0556  HISTORY     - 1961     MONUMENTED       CGS
 FR0556  HISTORY     - 1962     GOOD             NGS
 FR0556
 FR0556                          STATION DESCRIPTION
 FR0556
 FR0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0556'17.65 MI NE FROM KINGMAN.
 FR0556'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0556'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0556'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0556'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0556'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0556'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0556'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0556'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0556'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0556'ABOUT 100 YARDS TO THE TOP OF A HILL, 38.5 FEET SOUTH OF TRAVERSE
 FR0556'STATION CHECK, 41.0 FEET SOUTH OF A METAL WITNESS POST, AND IS SET IN
 FR0556'TOP OF A 4 BY 4 FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1088 ***********************************************************************
 ES1088  DESIGNATION -  CHEDISKI
 ES1088  PID         -  ES1088
 ES1088  STATE/COUNTY-  AZ/NAVAJO
 ES1088  USGS QUAD   -  CHEDISKI PEAK (1977)
 ES1088
 ES1088                         *CURRENT SURVEY CONTROL
 ES1088  ___________________________________________________________________
 ES1088* NAD 83(1992)-  34 11 00.04311(N)    110 39 49.63928(W)     ADJUSTED  
 ES1088* NAVD 88     -      2275.4    (meters)    7465.     (feet)  VERTCON   
 ES1088  ___________________________________________________________________
 ES1088  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 ES1088  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1088
 ES1088  HORZ ORDER  -  THIRD
 ES1088
 ES1088.The horizontal coordinates were established by classical geodetic methods
 ES1088.and adjusted by the National Geodetic Survey in August 1993..
 ES1088
 ES1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1088
 ES1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1088
 ES1088.The geoid height was determined by GEOID03.
 ES1088
 ES1088;                    North         East     Units Scale Factor Converg.
 ES1088;SPC AZ E     -   353,100.910   167,536.764   MT  0.99992587   -0 16 45.5
 ES1088;SPC AZ E     - 1,158,467.55    549,661.30   iFT  0.99992587   -0 16 45.5
 ES1088;UTM  12      - 3,782,536.317   530,981.586   MT  0.99961183   +0 11 20.0
 ES1088
 ES1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1088!SPC AZ E     -   0.99964674  x   0.99992587  =   0.99957264
 ES1088!UTM  12      -   0.99964674  x   0.99961183  =   0.99925871
 ES1088
 ES1088|---------------------------------------------------------------------|
 ES1088| PID    Reference Object                     Distance      Geod. Az  |
 ES1088|                                                           dddmmss.s |
 ES1088| CD1781 CHEDISKI RM 2                        17.181 METERS 01942     |
 ES1088| ES1089 CHEDISKI                             17.827 METERS 08112     |
 ES1088| ES0958 SPOTTED MTN                         APPROX.19.9 KM 1653901.4 |
 ES1088|---------------------------------------------------------------------|
 ES1088
 ES1088                          SUPERSEDED SURVEY CONTROL
 ES1088
 ES1088  NAD 83(1986)-  34 11 00.03741(N)    110 39 49.64370(W) AD(       ) 3
 ES1088  NAD 27      -  34 10 59.88210(N)    110 39 47.21130(W) AD(       ) 3
 ES1088  NGVD 29 (09/20/88) 2274.4    (m)         7462.     (f) VERT ANG       
 ES1088
 ES1088.Superseded values are not recommended for survey control.
 ES1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1088.See file dsdata.txt to determine how the superseded data were derived.
 ES1088
 ES1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3098282536(NAD 83)
 ES1088_MARKER: DS = TRIANGULATION STATION DISK
 ES1088_SETTING: 80 = SET IN A BOULDER
 ES1088_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1088+STABILITY: SURFACE MOTION
 ES1088
 ES1088  HISTORY     - Date     Condition        Report By
 ES1088  HISTORY     - 1932     MONUMENTED       USFS
 ES1088  HISTORY     - 1932     GOOD             USGS
 ES1088  HISTORY     - 1938     GOOD             USFS
 ES1088  HISTORY     - 1960     GOOD             USGS
 ES1088  HISTORY     - 1984     GOOD             AZDT
 ES1088
 ES1088                          STATION DESCRIPTION
 ES1088
 ES1088'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 ES1088'RECOVERED AS DESCRIBED BY USFS.
 ES1088'
 ES1088'LOCATED NEAR NORTHWEST CORNER OF FORT APACHE INDIAN RESERVATION,
 ES1088'AT INDIAN SERVICE LOT.
 ES1088'
 ES1088'TO REACH FROM HEBER, TAKE MOGOLLON RIM RD. TO RD. FORK 3 MI E. OF
 ES1088'GENTRY LO.  GO 11 MI S. ON RD. TO STATION.
 ES1088'
 ES1088'STATION MARK--USFS DISK STAMPED---CHEDISKI 1939---, CEMENTED IN
 ES1088'BURIED BOULDER UNDER CENTER OF LOT.
 ES1088'
 ES1088'RMS--NONE SET.
 ES1088
 ES1088                          STATION RECOVERY (1938)
 ES1088
 ES1088'RECOVERY NOTE BY US FOREST SERVICE 1938 (FGJ)
 ES1088'AS DESCRIBED BY E.M. BUCKINGHAM (USCG) IN HIS DESCRIPTION OF
 ES1088'CHEDISKI 1932 (USFS)--
 ES1088'
 ES1088'LOOKOUT TOWER IS LOCATED NEAR NW CORNER OF FORT APACHE INDIAN
 ES1088'RESERVATION.  AN INDIAN SERVICE LOOKOUT TOWER.  TO REACH, TAKE
 ES1088'MOGOLLON RIM ROAD FROM HEBER TO ROAD FORK 3 MILES E OF GENTRY
 ES1088'LOOKOUT, THENCE S ON ROAD 11 MILES TO STATION.  THE TOWER IS NOT
 ES1088'ON CHEDISKI MTN. WHICH IS A LOW BUTTE 2 MILES SW.
 ES1088'
 ES1088'STATION MARK IS A U.S. FOREST SERVICE TABLET, STAMPED CHEDISKI
 ES1088'1932, CEMENTED IN BURIED BOULDER UNDER CENTER OF TOWER.  GS USED
 ES1088'THE STEEL LOOKOUT TOWER AS SIGNAL, DECK OF WHICH IS 62.8 FEET
 ES1088'ABOVE MARK.
 ES1088
 ES1088                          STATION RECOVERY (1960)
 ES1088
 ES1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1088'RECOVERED IN GOOD CONDITION.
 ES1088'
 ES1088'NOTE--USFS STEEL TOWER, 129.7 FT. HIGH CENTERED OVER STATION
 ES1088'MARK IS APPARENTLY DIFFERENT TOWER THAN ONE USED IN 1932 WHICH
 ES1088'WAS ONLY 62.8 FT. HIGH.  IT IS AT SAME POSITION AS OLD TOWER.
 ES1088
 ES1088                          STATION RECOVERY (1984)
 ES1088
 ES1088'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1088'THE MARK AND LOOKOUT TOWER WERE RECOVERED AS DESCRIBED IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1030 ***********************************************************************
 ES1030  DESIGNATION -  CHER
 ES1030  PID         -  ES1030
 ES1030  STATE/COUNTY-  AZ/YAVAPAI
 ES1030  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1030
 ES1030                         *CURRENT SURVEY CONTROL
 ES1030  ___________________________________________________________________
 ES1030* NAD 83(1992)-  34 36 32.75495(N)    111 54 43.39806(W)     ADJUSTED  
 ES1030* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 ES1030  ___________________________________________________________________
 ES1030  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES1030  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES1030
 ES1030  HORZ ORDER  -  SECOND
 ES1030
 ES1030.The horizontal coordinates were established by classical geodetic methods
 ES1030.and adjusted by the National Geodetic Survey in August 1993..
 ES1030
 ES1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1030
 ES1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1030
 ES1030.The geoid height was determined by GEOID03.
 ES1030
 ES1030;                    North         East     Units Scale Factor Converg.
 ES1030;SPC AZ C     -   400,213.133   213,782.939   MT  0.99990000   +0 00 09.4
 ES1030;SPC AZ C     - 1,313,035.21    701,387.60   iFT  0.99990000   +0 00 09.4
 ES1030;UTM  12      - 3,830,073.021   416,378.353   MT  0.99968619   -0 31 05.0
 ES1030
 ES1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1030!SPC AZ C     -   0.99984622  x   0.99990000  =   0.99974624
 ES1030!UTM  12      -   0.99984622  x   0.99968619  =   0.99953246
 ES1030
 ES1030|---------------------------------------------------------------------|
 ES1030| PID    Reference Object                     Distance      Geod. Az  |
 ES1030|                                                           dddmmss.s |
 ES1030| CH2903 CHER RM 1                            10.374 METERS 15209     |
 ES1030| ES1031 WILL                                APPROX. 7.7 KM 3194612.4 |
 ES1030| CH2904 CHER RM 2                             7.800 METERS 33106     |
 ES1030|---------------------------------------------------------------------|
 ES1030
 ES1030                          SUPERSEDED SURVEY CONTROL
 ES1030
 ES1030  NAD 83(1986)-  34 36 32.75035(N)    111 54 43.39451(W) AD(       ) 2
 ES1030  NAD 27      -  34 36 32.66094(N)    111 54 40.84738(W) AD(       ) 2
 ES1030  NGVD 29 (07/19/86) 1005.0    (m)         3297.     (f) VERT ANG       
 ES1030
 ES1030.Superseded values are not recommended for survey control.
 ES1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1030.See file dsdata.txt to determine how the superseded data were derived.
 ES1030
 ES1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1637830073(NAD 83)
 ES1030_MARKER: DD = SURVEY DISK
 ES1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1030
 ES1030  HISTORY     - Date     Condition        Report By
 ES1030  HISTORY     - 1979     MONUMENTED       AZDT
 ES1030
 ES1030                          STATION DESCRIPTION
 ES1030
 ES1030'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1030'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF CAMP VERDE
 ES1030'ALONG THE WEST R/W OF STATE ROUTE 279 AND ABOUT 200 FEET SOUTH OF ROAD
 ES1030'JUNCTION LEADING TO CHERRY.
 ES1030'
 ES1030'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CHER 1979---AND IS
 ES1030'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF HWY.
 ES1030'CENTERLINE MARKED BY A WITNESS POST AND SIGN 2.2 FEET WEST.
 ES1030'
 ES1030'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CHER RM 2
 ES1030'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1030'HWY. CENTERLINE INSIDE THE HWY. R/W.
 ES1030'
 ES1030'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CHER RM 1
 ES1030'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1030'HWY. CENTERLINE INSIDE OF HWY. R/W.
 ES1030'
 ES1030'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL EAST
 ES1030'ON MINGUS AVE. FOR 0.8 MILE TO U.S. HWY. 89A, TURN LEFT ON HWY. 89A
 ES1030'AND GO 1.7 MILES TO MAIN ST. (U.S. HWY. 89A), TURN RIGHT (SOUTH) ON
 ES1030'MAIN ST. FOR 0.6 MILE TO JUNCTION OF 89A AND S.R. 279, TURN RIGHT ON
 ES1030'S.R. 279 AND GO SOUTHEASTERLY FOR 9.3 MILES TO STATION ON THE RIGHT
 ES1030'STATION IS 200 FEET SOUTH OF ROAD TO CHERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1524 ***********************************************************************
 DA1524  DESIGNATION -  CHER
 DA1524  PID         -  DA1524
 DA1524  STATE/COUNTY-  AZ/PIMA
 DA1524  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1524
 DA1524                         *CURRENT SURVEY CONTROL
 DA1524  ___________________________________________________________________
 DA1524* NAD 83(1992)-  32 01 51.46610(N)    112 47 57.19929(W)     ADJUSTED  
 DA1524* NAVD 88     -       532.9    (meters)    1748.     (feet)  VERTCON   
 DA1524  ___________________________________________________________________
 DA1524  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DA1524  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA1524
 DA1524  HORZ ORDER  -  SECOND
 DA1524
 DA1524.The horizontal coordinates were established by classical geodetic methods
 DA1524.and adjusted by the National Geodetic Survey in August 1993..
 DA1524
 DA1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1524
 DA1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1524
 DA1524.The geoid height was determined by GEOID03.
 DA1524
 DA1524;                    North         East     Units Scale Factor Converg.
 DA1524;SPC AZ C     -   114,640.585   129,999.492   MT  0.99998567   -0 28 05.2
 DA1524;SPC AZ C     -   376,117.40    426,507.52   iFT  0.99998567   -0 28 05.2
 DA1524;UTM  12      - 3,545,282.843   330,098.691   MT  0.99995600   -0 57 16.2
 DA1524
 DA1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1524!SPC AZ C     -   0.99992134  x   0.99998567  =   0.99990702
 DA1524!UTM  12      -   0.99992134  x   0.99995600  =   0.99987735
 DA1524
 DA1524:                Primary Azimuth Mark                     Grid Az
 DA1524:SPC AZ C     -  DEL                                      009 31 45.1
 DA1524:UTM  12      -  DEL                                      010 00 56.1
 DA1524
 DA1524|---------------------------------------------------------------------|
 DA1524| PID    Reference Object                     Distance      Geod. Az  |
 DA1524|                                                           dddmmss.s |
 DA1524| DA1521 DEL                                 APPROX. 6.7 KM 0090339.9 |
 DA1524|---------------------------------------------------------------------|
 DA1524
 DA1524                          SUPERSEDED SURVEY CONTROL
 DA1524
 DA1524  NAD 83(1986)-  32 01 51.45487(N)    112 47 57.20062(W) AD(       ) 2
 DA1524  NAD 27      -  32 01 51.21941(N)    112 47 54.64598(W) AD(       ) 2
 DA1524  NGVD 29 (07/19/86)  532.2    (m)         1746.     (f) VERT ANG       
 DA1524
 DA1524.Superseded values are not recommended for survey control.
 DA1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1524.See file dsdata.txt to determine how the superseded data were derived.
 DA1524
 DA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3009945283(NAD 83)
 DA1524_MARKER: DD = SURVEY DISK
 DA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1524
 DA1524  HISTORY     - Date     Condition        Report By
 DA1524  HISTORY     - 1977     MONUMENTED       AZDT
 DA1524  HISTORY     - 19941110 GOOD             USPSQD
 DA1524
 DA1524                          STATION DESCRIPTION
 DA1524
 DA1524'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1524'THE STATION IS ABOUT 24 MILES EAST SOUTHEAST OF AJO AND 10 MILES
 DA1524'NORTH OF THE PORT OF ENTRY AT LUKEVILLE ALONG THE WEST SIDE OF
 DA1524'ARIZONA HWY. 85.  THE STATION IS LOCATED IN THE ORGAN PIPE
 DA1524'NATIONAL MONUMENT.
 DA1524'
 DA1524'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHER 1977 AND
 DA1524'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 25 FEET WEST OF
 DA1524'HWY. CENTERLINE.
 DA1524'
 DA1524'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHER RM
 DA1524'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 DA1524'25 FEET WEST OF HWY. CENTERLINE.
 DA1524'
 DA1524'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHER RM 2
 DA1524'1977 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 25 FEET
 DA1524'WEST OF HWY. CENTERLINE.
 DA1524'
 DA1524'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 85 AND 86 IN WHY,
 DA1524'TRAVEL SOUTH ON HWY. 85 TO MILE POST 69.85 AND THE STATION ON
 DA1524'THE RIGHT (WEST).
 DA1524'
 DA1524'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1524
 DA1524                          STATION RECOVERY (1994)
 DA1524
 DA1524'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0952 ***********************************************************************
 FR0952  DESIGNATION -  CHEROKEE
 FR0952  PID         -  FR0952
 FR0952  STATE/COUNTY-  AZ/MOHAVE
 FR0952  USGS QUAD   -  CHEROKEE POINT (1980)
 FR0952
 FR0952                         *CURRENT SURVEY CONTROL
 FR0952  ___________________________________________________________________
 FR0952* NAD 83(1992)-  35 29 13.41809(N)    113 27 51.10325(W)     ADJUSTED  
 FR0952* NAVD 88     -      1754.1    (meters)    5755.     (feet)  VERTCON   
 FR0952  ___________________________________________________________________
 FR0952  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 FR0952  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0952
 FR0952  HORZ ORDER  -  FIRST
 FR0952
 FR0952.The horizontal coordinates were established by classical geodetic methods
 FR0952.and adjusted by the National Geodetic Survey in August 1993..
 FR0952
 FR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0952
 FR0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0952
 FR0952.The geoid height was determined by GEOID03.
 FR0952
 FR0952;                    North         East     Units Scale Factor Converg.
 FR0952;SPC AZ W     -   497,659.907   239,293.346   MT  0.99994162   +0 09 57.3
 FR0952;SPC AZ W     - 1,632,742.48    785,083.16   iFT  0.99994162   +0 09 57.3
 FR0952;SPC AZ C     -   498,706.789    72,939.579   MT  1.00014292   -0 53 54.7
 FR0952;SPC AZ C     - 1,636,177.13    239,303.08   iFT  1.00014292   -0 53 54.7
 FR0952;UTM  12      - 3,929,850.045   276,455.994   MT  1.00021586   -1 25 52.0
 FR0952
 FR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0952!SPC AZ W     -   0.99972886  x   0.99994162  =   0.99967049
 FR0952!SPC AZ C     -   0.99972886  x   1.00014292  =   0.99987174
 FR0952!UTM  12      -   0.99972886  x   1.00021586  =   0.99994466
 FR0952
 FR0952|---------------------------------------------------------------------|
 FR0952| PID    Reference Object                     Distance      Geod. Az  |
 FR0952|                                                           dddmmss.s |
 FR0952| CH2905 CHEROKEE RM 1                         4.601 METERS 03053     |
 FR0952| CH2906 CHEROKEE RM 2                         4.267 METERS 29455     |
 FR0952| FR0932 LAVA                                APPROX. 1.6 KM 3592525.8 |
 FR0952|---------------------------------------------------------------------|
 FR0952
 FR0952                          SUPERSEDED SURVEY CONTROL
 FR0952
 FR0952  NAD 83(1986)-  35 29 13.41207(N)    113 27 51.10519(W) AD(       ) 1
 FR0952  NAD 27      -  35 29 13.44000(N)    113 27 48.32900(W) AD(       ) 1
 FR0952  NGVD 29 (07/19/86) 1753.2    (m)         5752.     (f) VERT ANG       
 FR0952
 FR0952.Superseded values are not recommended for survey control.
 FR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0952.See file dsdata.txt to determine how the superseded data were derived.
 FR0952
 FR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7645629850(NAD 83)
 FR0952_MARKER: DD = SURVEY DISK
 FR0952_SETTING: 66 = SET IN ROCK OUTCROP
 FR0952_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0952
 FR0952  HISTORY     - Date     Condition        Report By
 FR0952  HISTORY     - 1936     MONUMENTED       CGS
 FR0952  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FR0952
 FR0952                          STATION DESCRIPTION
 FR0952
 FR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0952'STATION IS ABOUT 4 MILES SSW OF PEACH SPRINGS, ON THE EXTREME
 FR0952'NW CORNER OF A HIGH WOODED MESA, IN THE SE 1/4 SEC. 5, T.
 FR0952'24 N., R. 11 W., ABOUT 2 MILES S OF THE ATCHISON, TOPEKA AND
 FR0952'SANTA FE RAILWAY, AND ABOUT 3/4 MILE S OF THE HUALPAI INDIAN
 FR0952'RESERVATION FENCE.  THE MESA IS VISIBLE FROM THE PEACH SPRINGS
 FR0952'POST OFFICE.  STATION IS 20 FEET S OF THE RIM OF THE MESA.
 FR0952'
 FR0952'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN
 FR0952'THE TOP OF A CONCRETE POST.  IT IS STAMPED CHEROKEE R S 1926.
 FR0952'NO UNDERGROUND MARK WAS SET.
 FR0952'
 FR0952'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0952'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CHEROKEE USGS
 FR0952'1936 NO. 1
 FR0952'
 FR0952'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0952'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CHEROKEE USGS
 FR0952'1936 NO. 2.
 FR0952'
 FR0952'REFERENCE MARK 1 (U.S.G.S.) IS A CROSS ON A ROCK.
 FR0952'
 FR0952'REFERENCE MARK 2 (U.S.G.S.) IS A CROSS ON A ROCK.
 FR0952'
 FR0952'AZIMUTH MARK IS TRIANGULATION STATION LAVA.  IT IS ABOUT
 FR0952'1-1/4 MILES N OF THE STATION, ON THE HIGHEST HILL IN THE
 FR0952'VICINITY.
 FR0952'
 FR0952'TO REACH STATION FROM THE PEACH SPRINGS POST OFFICE, DRIVE
 FR0952'W ON THE OLD HIGHWAY PARALLELING U.S. HIGHWAY 66 FOR 0.3 MILE,
 FR0952'CROSS THE RAILROAD, PASSING THROUGH TWO GATES ON THE RIGHT-OF-WAY,
 FR0952'TURN W AND FOLLOW THE DIM ROAD W FOR 2.2 MILES, FOLLOW THE
 FR0952'ROAD S FOR 1.2 MILES TO A FORK AND DRAW, TAKE THE RIGHT FORK AND
 FR0952'GO W FOR 0.9 MILE TO THE RESERVATION FENCE.  THIS IS THE END
 FR0952'OF TRUCK TRAVEL.  PACK S TO THE TOP OF THE MESA (1-HOUR PACK).
 FR0952
 FR0952                          STATION RECOVERY (1944)
 FR0952
 FR0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0952'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FR0952'
 FR0952'STATION IS LOCATED ON THE MOST NW AND HIGHEST POINT OF THE
 FR0952'MESA LYING SW FROM PEACH SPRINGS, SLOPING GENTLY TO THE S AND
 FR0952'ABRUPTLY TO THE N.
 FR0952'
 FR0952'STATION MARK IS SET IN BEDROCK FLUSH WITH SURROUNDING SURFACE.
 FR0952'
 FR0952'REFERENCE MARK 1 IS SET FLUSH IN BEDROCK.  IT IS 1/2 FOOT
 FR0952'LOWER IN ELEVATION THAN STATION MARK.
 FR0952'
 FR0952'REFERENCE MARK 2 IS SET FLUSH IN BEDROCK.
 FR0952'
 FR0952'AZIMUTH MARK IS TRIANGULATION STATION LAVA.  IT IS ON A
 FR0952'BLACK LAVA-COVERED HILL.
 FR0952'
 FR0952'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, TURN SW OFF
 FR0952'U.S. HIGHWAY 66 OPPOSITE THE POST OFFICE ONTO THE OLD HIGHWAY
 FR0952'AND GO 0.3 MILE TO TWO GATES AND RAILROAD CROSSING.  CROSS
 FR0952'TRACKS OVER BRIDGE AND GO LEFT 0.1 MILE TO GATE.  PASS THROUGH
 FR0952'GATE AND TURN SHARP RIGHT AND FOLLOW DIM TRACK ROAD GENERALLY
 FR0952'ALONG RAILROAD FOR 2.4 MILES (W).  THEN TURN LEFT FROM POINT
 FR0952'0.2 MILE W OF BLOCK SIGNAL NO. 4682, LEAVING RAILROAD, ON
 FR0952'DIM TRACK ROAD WHICH BEARS S INTO HILLS.  GO S ON DIM TRACKS
 FR0952'FOR 0.8 MILE.  AZIMUTH MARK IS 150 YARDS NW OF THIS POINT.
 FR0952'CONTINUE ON DIM TRACKS 0.8 MILE TO END OF TRUCK TRAVEL ALONG
 FR0952'WIRE FENCE N OF STATION.  FROM END OF TRUCK TRAVEL PACK S
 FR0952'UP STEEP SLOPE TO HIGHEST POINT AND STATION.  A 3/4-HOUR
 FR0952'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0763 ***********************************************************************
 DT0763  DESIGNATION -  CHERRY
 DT0763  PID         -  DT0763
 DT0763  STATE/COUNTY-  AZ/GREENLEE
 DT0763  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0763
 DT0763                         *CURRENT SURVEY CONTROL
 DT0763  ___________________________________________________________________
 DT0763* NAD 83(1992)-  33 11 22.38393(N)    109 23 15.33783(W)     ADJUSTED  
 DT0763* NAVD 88     -      2175.1    (meters)    7136.     (feet)  VERTCON   
 DT0763  ___________________________________________________________________
 DT0763  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DT0763  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DT0763
 DT0763  HORZ ORDER  -  SECOND
 DT0763
 DT0763.The horizontal coordinates were established by classical geodetic methods
 DT0763.and adjusted by the National Geodetic Survey in August 1993..
 DT0763
 DT0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0763
 DT0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0763
 DT0763.The geoid height was determined by GEOID03.
 DT0763
 DT0763;                    North         East     Units Scale Factor Converg.
 DT0763;SPC AZ E     -   243,042.190   286,004.418   MT  0.99996504   +0 25 35.4
 DT0763;SPC AZ E     -   797,382.51    938,334.70   iFT  0.99996504   +0 25 35.4
 DT0763;UTM  12      - 3,673,458.868   650,309.375   MT  0.99987856   +0 52 58.1
 DT0763
 DT0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0763!SPC AZ E     -   0.99966253  x   0.99996504  =   0.99962759
 DT0763!UTM  12      -   0.99966253  x   0.99987856  =   0.99954114
 DT0763
 DT0763|---------------------------------------------------------------------|
 DT0763| PID    Reference Object                     Distance      Geod. Az  |
 DT0763|                                                           dddmmss.s |
 DT0763| CD1782 CHERRY RM 1                           8.861 METERS 07537     |
 DT0763| CD1783 CHERRY RM 2                           7.749 METERS 26143     |
 DT0763| DT0764 GREY PK                             APPROX. 4.8 KM 3370704.4 |
 DT0763|---------------------------------------------------------------------|
 DT0763
 DT0763                          SUPERSEDED SURVEY CONTROL
 DT0763
 DT0763  NAD 83(1986)-  33 11 22.38028(N)    109 23 15.33729(W) AD(       ) 2
 DT0763  NAD 27      -  33 11 22.16280(N)    109 23 13.06417(W) AD(       ) 2
 DT0763  NGVD 29 (07/19/86) 2174.2    (m)         7133.     (f) VERT ANG       
 DT0763
 DT0763.Superseded values are not recommended for survey control.
 DT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0763.See file dsdata.txt to determine how the superseded data were derived.
 DT0763
 DT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5030973459(NAD 83)
 DT0763_MARKER: DD = SURVEY DISK
 DT0763_SETTING: 66 = SET IN ROCK OUTCROP
 DT0763_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0763+STABILITY: POSITION/ELEVATION WELL
 DT0763
 DT0763  HISTORY     - Date     Condition        Report By
 DT0763  HISTORY     - 1978     MONUMENTED       AZDT
 DT0763
 DT0763                          STATION DESCRIPTION
 DT0763
 DT0763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0763'THE STATION IS LOCATED ABOUT 10.5 MILES WEST-NORTHWEST OF CLIFTON
 DT0763'ON A PROMINENT CONICAL HILL ABOUT 800 FEET WEST OF U.S. HWY. 666.
 DT0763'
 DT0763'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY 1978 AND
 DT0763'IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  STATION IS 800 FEET
 DT0763'WEST OF HWY. AND MARKED WITH A WITNESS POST AND SIGN 5 FEET TO
 DT0763'NORTHEAST.
 DT0763'
 DT0763'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY
 DT0763'RM 1 1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0763'
 DT0763'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY
 DT0763'RM 2 1978 EPOXIED TO A ROCK OUTCROP.
 DT0763'
 DT0763'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0763'MINE AT MILE POST 168.6 ON U.S. HWY. 666, TRAVEL NORTH ON HWY. 666
 DT0763'FOR 17.2 MILES TO A CATTLE GUARD, PARK HERE AND PACK UP SLOPE
 DT0763'SOUTHWEST TO HIGHEST POINT OF CONICAL HILL AND THE STATION.
 DT0763'
 DT0763'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1120 ***********************************************************************
 ET1120  DESIGNATION -  CHERRY
 ET1120  PID         -  ET1120
 ET1120  STATE/COUNTY-  AZ/YAVAPAI
 ET1120  USGS QUAD   -  CHERRY (1973)
 ET1120
 ET1120                         *CURRENT SURVEY CONTROL
 ET1120  ___________________________________________________________________
 ET1120* NAD 83(1992)-  34 36 49.80545(N)    112 02 16.94913(W)     ADJUSTED  
 ET1120* NAVD 88     -      1938.5    (meters)    6360.     (feet)  VERTCON   
 ET1120  ___________________________________________________________________
 ET1120  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 ET1120  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ET1120
 ET1120  HORZ ORDER  -  THIRD
 ET1120
 ET1120.The horizontal coordinates were established by classical geodetic methods
 ET1120.and adjusted by the National Geodetic Survey in August 1993..
 ET1120
 ET1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1120
 ET1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1120
 ET1120.The geoid height was determined by GEOID03.
 ET1120
 ET1120;                    North         East     Units Scale Factor Converg.
 ET1120;SPC AZ C     -   400,745.176   202,229.228   MT  0.99990153   -0 04 08.2
 ET1120;SPC AZ C     - 1,314,780.76    663,481.72   iFT  0.99990153   -0 04 08.2
 ET1120;UTM  12      - 3,830,709.914   404,832.286   MT  0.99971163   -0 35 22.9
 ET1120
 ET1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1120!SPC AZ C     -   0.99969984  x   0.99990153  =   0.99960140
 ET1120!UTM  12      -   0.99969984  x   0.99971163  =   0.99941156
 ET1120
 ET1120|---------------------------------------------------------------------|
 ET1120| PID    Reference Object                     Distance      Geod. Az  |
 ET1120|                                                           dddmmss.s |
 ET1120| CS3970 CHERRY RM 1                           3.978 METERS 22934     |
 ET1120| ET0870 WESTEDGE                            APPROX.16.6 KM 3051017.4 |
 ET1120|---------------------------------------------------------------------|
 ET1120
 ET1120                          SUPERSEDED SURVEY CONTROL
 ET1120
 ET1120  NAD 83(1986)-  34 36 49.80149(N)    112 02 16.94763(W) AD(       ) 3
 ET1120  NGVD 29 (04/23/90) 1937.7    (m)         6357.     (f) VERT ANG       
 ET1120
 ET1120.Superseded values are not recommended for survey control.
 ET1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1120.See file dsdata.txt to determine how the superseded data were derived.
 ET1120
 ET1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0483230710(NAD 83)
 ET1120_MARKER: DS = TRIANGULATION STATION DISK
 ET1120_SETTING: 66 = SET IN ROCK OUTCROP
 ET1120_SP_SET: SET IN BEDROCK
 ET1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1120+STABILITY: POSITION/ELEVATION WELL
 ET1120
 ET1120  HISTORY     - Date     Condition        Report By
 ET1120  HISTORY     - 1943     MONUMENTED       USGS
 ET1120  HISTORY     - 1973     GOOD             USGS
 ET1120
 ET1120                          STATION DESCRIPTION
 ET1120
 ET1120'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1120'LOCATED 10 MI S. AND 2 MI W. OF COTTONWOOD, 1.5 MI N. AND 0.4 MI
 ET1120'E. OF CHERRY.  ON DIVIDE ON WEST SIDE OF VERDE RIVER VALLEY, 11 FT
 ET1120'N. OF AND 2 FT LOWER THAN HIGHEST POINT, AT EAST EDGE OF BRUSH,
 ET1120'15 FT W. OF STEEP BREAK E.  MOUNTAIN IS LIMESTONE WITH DARK LAVA
 ET1120'CAP.
 ET1120'
 ET1120'TO REACH FROM COTTONWOOD, DRIVE 2 MI TOWARD FLAGSTAFF ON U.S.
 ET1120'HWY. 89A.  TAKE VERDE VALLEY RD. RIGHT 10.4 MI.  TAKE RIGHT FORK W.
 ET1120'TOWARD CHERRY AND DEWEY 11 MI.  TAKE RIGHT FORK ON HILL ABOUT 225
 ET1120'FT BELOW (SE. OF) SCHOOLHOUSE AND JUST BELOW CATTLEGUARD 0.9 MI
 ET1120'AND CONTINUE UP GULCH.  TAKE RIGHT FORK 0.2 MI.  TAKE LEFT FORK
 ET1120'TOWARD GOLDEN IDOL MINE 0.2 MI.  LEAVE TRUCK AT LAST HOUSE AND 200
 ET1120'FT NW. OF HOIST AT GOLDEN IDOL MINNE.  TAKE TRAIL UP RAVINE E.
 ET1120'PASSING 75 FT N. OF HOIST (NOW IDLE), CONTINUE ON TRAIL UP RAVINE
 ET1120'TO SADDLE.  TURN LEFT ONTO GRADED TRAIL ON DIVIDE.  TAKE SWITCHBACK
 ET1120'INCLINING LEFT NW. ON SLOPE.  FOLLOW GRADED TRAIL N. AND W. TO
 ET1120'HIGHEST POINT ABOUT 0.6 MI.  TURN RIGHT TO TOP AND STATION 150 FT
 ET1120'E. OF TRAIL.  (OLD TRAIL NOT MAINTAINED)
 ET1120'
 ET1120'STATION MARK--STANDARD TABLET STAMPED---CHERRY 1943---, CEMENTED IN
 ET1120'SOLID ROCK.
 ET1120'
 ET1120'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 ET1120
 ET1120                          STATION RECOVERY (1973)
 ET1120
 ET1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1120'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0217 ***********************************************************************
 FP0217  DESIGNATION -  CHETO RM 1
 FP0217  PID         -  FP0217
 FP0217  STATE/COUNTY-  AZ/APACHE
 FP0217  USGS QUAD   -  SANDERS (1971)
 FP0217
 FP0217                         *CURRENT SURVEY CONTROL
 FP0217  ___________________________________________________________________
 FP0217* NAD 83(1986)-  35 12 32.     (N)    109 20 51.     (W)     SCALED    
 FP0217* NAVD 88     -      1789.502  (meters)    5871.06   (feet)  ADJUSTED  
 FP0217  ___________________________________________________________________
 FP0217  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 FP0217  DYNAMIC HT  -        1787.017 (meters)    5862.90  (feet)  COMP
 FP0217  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0217
 FP0217  VERT ORDER  -  SECOND    CLASS 0
 FP0217
 FP0217.The horizontal coordinates were scaled from a topographic map and have
 FP0217.an estimated accuracy of +/- 6 seconds.
 FP0217
 FP0217.The orthometric height was determined by differential leveling
 FP0217.and adjusted by the National Geodetic Survey in June 1991..
 FP0217
 FP0217.The geoid height was determined by GEOID03.
 FP0217
 FP0217.The dynamic height is computed by dividing the NAVD 88
 FP0217.geopotential number by the normal gravity value computed on the
 FP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0217.degrees latitude (g = 980.6199 gals.).
 FP0217
 FP0217.The modeled gravity was interpolated from observed gravity values.
 FP0217
 FP0217;                    North         East    Units  Estimated Accuracy
 FP0217;SPC AZ E     -   467,050.      287,940.      MT  (+/- 180 meters Scaled)
 FP0217
 FP0217                          SUPERSEDED SURVEY CONTROL
 FP0217
 FP0217  NGVD 29 (??/??/92) 1788.568  (m)         5867.99   (f) ADJ UNCH    2 0
 FP0217
 FP0217.Superseded values are not recommended for survey control.
 FP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0217.See file dsdata.txt to determine how the superseded data were derived.
 FP0217
 FP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD504974(NAD 83)
 FP0217_MARKER: DR = REFERENCE MARK DISK
 FP0217_SETTING: 66 = SET IN ROCK OUTCROP
 FP0217_SP_SET: BEDROCK
 FP0217_STAMPING: CHETO NO 1 1959
 FP0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0217+STABILITY: POSITION/ELEVATION WELL
 FP0217
 FP0217  HISTORY     - Date     Condition        Report By
 FP0217  HISTORY     - 1959     MONUMENTED       CGS
 FP0217  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0217
 FP0217                          STATION DESCRIPTION
 FP0217
 FP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0217'0.9 MI W FROM SANDERS.
 FP0217'0.9 MILE WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0217'ABOUT 160 FEET SOUTH OF THE HIGHWAY, 8 FEET NORTHEAST OF THE FENCE,
 FP0217'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.
 FP0217
 FP0217                          STATION RECOVERY (1983)
 FP0217
 FP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1101 ***********************************************************************
 ES1101  DESIGNATION -  CHEV
 ES1101  PID         -  ES1101
 ES1101  STATE/COUNTY-  AZ/NAVAJO
 ES1101  USGS QUAD   -  HIBBARD (1970)
 ES1101
 ES1101                         *CURRENT SURVEY CONTROL
 ES1101  ___________________________________________________________________
 ES1101* NAD 83(1992)-  34 55 20.41538(N)    110 32 00.43405(W)     ADJUSTED  
 ES1101* NAVD 88     -      1540.8    (meters)    5055.     (feet)  VERTCON   
 ES1101  ___________________________________________________________________
 ES1101  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ES1101  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1101
 ES1101  HORZ ORDER  -  SECOND
 ES1101
 ES1101.The horizontal coordinates were established by classical geodetic methods
 ES1101.and adjusted by the National Geodetic Survey in August 1993..
 ES1101
 ES1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1101
 ES1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1101
 ES1101.The geoid height was determined by GEOID03.
 ES1101
 ES1101;                    North         East     Units Scale Factor Converg.
 ES1101;SPC AZ E     -   435,020.628   179,848.331   MT  0.99991384   -0 12 35.9
 ES1101;SPC AZ E     - 1,427,233.03    590,053.58   iFT  0.99991384   -0 12 35.9
 ES1101;UTM  12      - 3,864,529.977   542,613.452   MT  0.99962238   +0 16 01.5
 ES1101
 ES1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1101!SPC AZ E     -   0.99976201  x   0.99991384  =   0.99967587
 ES1101!UTM  12      -   0.99976201  x   0.99962238  =   0.99938448
 ES1101
 ES1101:                Primary Azimuth Mark                     Grid Az
 ES1101:SPC AZ E     -  HAVRE 2                                  003 13 28.7
 ES1101:UTM  12      -  HAVRE 2                                  002 44 51.3
 ES1101
 ES1101|---------------------------------------------------------------------|
 ES1101| PID    Reference Object                     Distance      Geod. Az  |
 ES1101|                                                           dddmmss.s |
 ES1101| ES0785 HAVRE 2                             APPROX. 6.0 KM 0030052.8 |
 ES1101| CD1784 CHEV RM 1                            13.194 METERS 18700     |
 ES1101| CD1785 CHEV RM 2                            11.396 METERS 29935     |
 ES1101|---------------------------------------------------------------------|
 ES1101
 ES1101                          SUPERSEDED SURVEY CONTROL
 ES1101
 ES1101  NAD 83(1986)-  34 55 20.40983(N)    110 32 00.43683(W) AD(       ) 2
 ES1101  NAD 27      -  34 55 20.32010(N)    110 31 57.97640(W) AD(       ) 2
 ES1101  NGVD 29 (07/19/86) 1540.0    (m)         5052.     (f) VERT ANG       
 ES1101
 ES1101.Superseded values are not recommended for survey control.
 ES1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1101.See file dsdata.txt to determine how the superseded data were derived.
 ES1101
 ES1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4261364530(NAD 83)
 ES1101_MARKER: DS = TRIANGULATION STATION DISK
 ES1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1101
 ES1101  HISTORY     - Date     Condition        Report By
 ES1101  HISTORY     - 1959     MONUMENTED       CGS
 ES1101  HISTORY     - 1972     GOOD             NGS
 ES1101
 ES1101                          STATION DESCRIPTION
 ES1101
 ES1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1101'THE STATION IS ABOUT 12 MILES AIR LINE SOUTHEAST OF WINSLOW AND
 ES1101'ABOUT 0.2 MILE SOUTHWEST OF A STEEL BRIDGE OVER CHEVELON CREEK
 ES1101'ON A ROUND TOPPED KNOLL IN PASTURE LAND OWNED BY MR. OSCUR REED.
 ES1101'
 ES1101'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES1101'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY
 ES1101'65.  GO SOUTH ON STATE HIGHWAY 65 FOR 0.9 MILE TO A T ROAD
 ES1101'LEFT, TURN LEFT AND FOLLOW THE MACADAM ROAD EAST AND SOUTH FOR
 ES1101'4.5 MILES TO THE END OF THE MACADAM.  CONTINUE SOUTH ON THE
 ES1101'GRAVELED ROAD FOR 1.6 MILES TO A T ROAD LEFT AND THE SIGN ON
 ES1101'THE LEFT, JOSEPH CITY 25 HOLBROOK 35, TURN LEFT AS PER SIGN
 ES1101'AND FOLLOW GRADED ROAD EAST ALONG THE NORTH SIDE OF AN
 ES1101'EAST-WEST FENCE LINE FOR 6.2 MILES, (THIS IS 0.15 MILE BEFORE
 ES1101'REACHING THE STEEL BRIDGE OVER THE CHEVELON CREEK).  HERE
 ES1101'LEAVE THE GRADED ROAD AND TURN RIGHT, SOUTH, FOR 0.1 MILE
 ES1101'TO THE EAST-WEST FENCE LINE.  FROM HERE PACK SOUTH FOR 420 FEET
 ES1101'TO THE SUMMIT OF THE KNOLL TO THE STATION AND REFERENCE
 ES1101'MARKS AS DESCRIBED.
 ES1101'
 ES1101'THE STATION MARK, STAMPED CHEV 1959, IS A STANDARD DISK
 ES1101'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES1101'6 INCHES.  IT IS 420 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 ES1101'9.0 FEET NORTHEAST OF THE WITNESS POST.
 ES1101'
 ES1101'REFERENCE MARK NO. 1, STAMPED CHEV NO 1 1959, IS A STANDARD
 ES1101'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1101'PROJECTS 6 INCHES.  IT IS 38.4 FEET SOUTH OF THE WITNESS POST.
 ES1101'
 ES1101'REFERENCE MARK NO. 2, STAMPED CHEV NO 2 1959, IS A STANDARD
 ES1101'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1101'PROJECTS 6 INCHES.  IT IS 33.9 FEET NORTHWEST OF THE WITNESS
 ES1101'POST.
 ES1101'
 ES1101'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.2 FEET.
 ES1101'
 ES1101'TRIANGULATION STATION TEE 1959 WILL SERVE AS THE AZIMUTH MARK,
 ES1101'SEE DESCRIPTION THEREOF.
 ES1101
 ES1101                          STATION RECOVERY (1972)
 ES1101
 ES1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1101'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1101'CONDITION.  DUE TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE
 ES1101'STATION FOLLOWS.
 ES1101'
 ES1101'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES1101'ALONG ARIZONA HIGHWAY 87 FOR 1.3 MILES TO JUNCTION WITH
 ES1101'ARIZONA HIGHWAY 97.  TURN LEFT ALONG 97 FOR 5.5 MILES TO MC HOOD
 ES1101'PARK ON THE LEFT, CONTINUE AHEAD FOR 1.9 MILES TO A GRADED
 ES1101'SIDE ROAD LEFT.  TURN LEFT FOR 6.6 MILES TO A GENTLE SLOPING
 ES1101'HILL ON THE RIGHT AND THE STATION ON TOP.  THIS IS 0.15 MILE
 ES1101'BEFORE REACHING THE STEEL BRIDGE OVER CHEVELON CREEK.  THE LAST
 ES1101'150 YARDS IS A PACK DUE TO THE FENCE BETWEEN THE GRADED ROAD
 ES1101'AND HILLTOP.
 ES1101'
 ES1101'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1101'
 ES1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 ES1101'SOUTHEAST OF WINSLOW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1110 ***********************************************************************
 ES1110  DESIGNATION -  CHEVELON
 ES1110  PID         -  ES1110
 ES1110  STATE/COUNTY-  AZ/COCONINO
 ES1110  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES1110
 ES1110                         *CURRENT SURVEY CONTROL
 ES1110  ___________________________________________________________________
 ES1110* NAD 83(1992)-  34 41 33.24776(N)    110 50 54.51668(W)     ADJUSTED  
 ES1110* NAVD 88     -      2118.1    (meters)    6949.     (feet)  VERTCON   
 ES1110  ___________________________________________________________________
 ES1110  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 ES1110  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1110
 ES1110  HORZ ORDER  -  FIRST
 ES1110
 ES1110.The horizontal coordinates were established by classical geodetic methods
 ES1110.and adjusted by the National Geodetic Survey in August 1993..
 ES1110
 ES1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1110
 ES1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1110
 ES1110.The geoid height was determined by GEOID03.
 ES1110
 ES1110;                    North         East     Units Scale Factor Converg.
 ES1110;SPC AZ C     -   409,991.194   311,228.627   MT  1.00001802   +0 36 28.9
 ES1110;SPC AZ C     - 1,345,115.47  1,021,091.30   iFT  1.00001802   +0 36 28.9
 ES1110;UTM  12      - 3,838,961.424   513,878.258   MT  0.99960237   +0 05 10.5
 ES1110
 ES1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1110!SPC AZ C     -   0.99967139  x   1.00001802  =   0.99968941
 ES1110!UTM  12      -   0.99967139  x   0.99960237  =   0.99927390
 ES1110
 ES1110:                Primary Azimuth Mark                     Grid Az
 ES1110:SPC AZ C     -  WINSLOW TALL TANK COAL CHUTE             017 38 40.6
 ES1110:UTM  12      -  WINSLOW TALL TANK COAL CHUTE             018 09 59.0
 ES1110
 ES1110|---------------------------------------------------------------------|
 ES1110| PID    Reference Object                     Distance      Geod. Az  |
 ES1110|                                                           dddmmss.s |
 ES1110| FQ0745 WINSLOW TALL TANK COAL CHUTE        APPROX.39.2 KM 0181509.5 |
 ES1110| FQ0746 WINSLOW ICEPLANT LONE STACK         APPROX.39.1 KM 0191540.3 |
 ES1110| CD1786 CHEVELON AZ MK                                     2321216.6 |
 ES1110| ES0964 BLUE RIDGE LEFT SHOULDER            APPROX.32.9 KM 2430648.8 |
 ES1110| ES0876 ROCK                                APPROX.37.1 KM 2552846.8 |
 ES1110| CD1788 CHEVELON RM 2                        26.830 METERS 29718     |
 ES1110| ES1117 TABLE MOUNTAIN HIGHEST POINT        APPROX.17.1 KM 3440949.7 |
 ES1110| CD1787 CHEVELON RM 1                        30.398 METERS 35459     |
 ES1110|---------------------------------------------------------------------|
 ES1110
 ES1110                          SUPERSEDED SURVEY CONTROL
 ES1110
 ES1110  NAD 83(1986)-  34 41 33.24086(N)    110 50 54.52007(W) AD(       ) 1
 ES1110  NAD 27      -  34 41 33.14400(N)    110 50 52.04900(W) AD(       ) 1
 ES1110  NGVD 29 (02/22/88) 2117.1    (m)         6946.     (f) VERT ANG       
 ES1110
 ES1110.Superseded values are not recommended for survey control.
 ES1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1110.See file dsdata.txt to determine how the superseded data were derived.
 ES1110
 ES1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1387838961(NAD 83)
 ES1110_MARKER: DS = TRIANGULATION STATION DISK
 ES1110_SETTING: 66 = SET IN ROCK OUTCROP
 ES1110_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1110+STABILITY: POSITION/ELEVATION WELL
 ES1110
 ES1110  HISTORY     - Date     Condition        Report By
 ES1110  HISTORY     - 1919     MONUMENTED       CGS
 ES1110  HISTORY     - 1932     GOOD             USGS
 ES1110  HISTORY     - 1936     GOOD             CGS
 ES1110  HISTORY     - 1938     GOOD             CGS
 ES1110  HISTORY     - 1955     GOOD             USGS
 ES1110  HISTORY     - 1970     GOOD             USGS
 ES1110  HISTORY     - 1972     GOOD             AZHD
 ES1110  HISTORY     - 1974     GOOD             AZHD
 ES1110  HISTORY     - 1979     GOOD             AZDT
 ES1110  HISTORY     - 1981     GOOD             AZDT
 ES1110
 ES1110                          STATION DESCRIPTION
 ES1110
 ES1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 ES1110'THIS STATION IS IN SITGREAVE NATIONAL FOREST, ON CHEVELON BUTTE,
 ES1110'25 MILES SW OF WINSLOW, SAME BUTTE ON WHICH A FOREST LOOK-OUT
 ES1110'STATION IS LOCATED, ON EXTREME NW CORNER FARTHEST FROM LOOK-OUT
 ES1110'STATION, ABOUT 40 METERS FROM EDGE OF CLIFF ON SIDE NEAREST
 ES1110'FRISCO (SAN FRANCISCO PEAKS), AND IS IN EDGE OF A DENSE CEDAR
 ES1110'GROWTH THAT COVERS ENTIRE TOP OF BUTTE.
 ES1110'
 ES1110'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 ES1110'OUTCROPPING BEDROCK.  THEY ARE
 ES1110'CEMENTED INTO SOLID ROCK.
 ES1110'
 ES1110'STATION MARK IS STAMPED 1919 BUT WAS OCCUPIED IN 1920.
 ES1110'
 ES1110'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.070 METERS.
 ES1110
 ES1110                          STATION RECOVERY (1932)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 ES1110'RECOVERED AS DESCRIBED BY CGS.
 ES1110
 ES1110                          STATION RECOVERY (1936)
 ES1110
 ES1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1110'STATION IS ON TOP OF AND AT NW CORNER OF FLAT-TOPPED CHEVELON
 ES1110'BUTTE, ABOUT 24 MILES AIRLINE SSE OF WINSLOW, AND ABOUT 250
 ES1110'YARDS NE OF FOREST SERVICE LOOK-OUT HOUSE.
 ES1110'
 ES1110'TO REACH FROM CALHOUNS SERVICE STATION ON U.S. 66 AT E EDGE
 ES1110'OF WINSLOW, DRIVE SOUTHERLY ON GRADED ROAD TOWARDS WALLACE RANGER
 ES1110'STATION, 29.6 MILES TO SIGN ON L OF ROAD HAUGHT RANCH.  BUTTE CAN
 ES1110'BE SEEN TO NW FROM THIS POINT.  CONTINUE SOUTHEASTERLY ON MAIN
 ES1110'GRADED ROAD, 6.3 MILES TO WHITE POST AND FOREST SERVICE SIGN
 ES1110'CHEVELON BUTTE ON R SIDE OF ROAD.  TURN BACK SHARPLY TO R AND
 ES1110'FOLLOW A ROUGH WINDING TRACK ROAD NORTHERLY 3.5 MILES TO
 ES1110'CROSSROADS.  KEEP STRAIGHT AHEAD NORTHERLY, FOLLOWING ROAD
 ES1110'ALONG TELEPHONE LINE TO FOOT OF BUTTE THEN ALONG WINDING ROAD
 ES1110'TOP OF BUTTE AND TO NW CORNER 3.2 MILES TO STATION.  A
 ES1110'20-FOOT WOODEN TOWER ERECTED OVER STATION MARK.  STANDARD
 ES1110'BRONZE DISKS FOR STATION AND REFERENCE MARKS STAMPED
 ES1110'CHEVELON-1919 AND SET IN ROCK OUTCROP WERE RECOVERED IN
 ES1110'GOOD CONDITION.  A NEW REFERENCE MARK NO. 2 STAMPED CHEVELON
 ES1110'1919-1936 WAS SET IN ROCK OUTCROP.  AN AZIMUTH MARK STAMPED
 ES1110'CHEVELON 1919-1936 WAS SET IN LARGE OUTCROPPING BOULDER
 ES1110'ABOUT 370 YARDS SW OF STATION.
 ES1110
 ES1110                          STATION RECOVERY (1938)
 ES1110
 ES1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1110'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION RECOVERED BY
 ES1110'MEANS OF FOLLOWING DESCRIPTION FROM HEBER, ARIZONA--ABOUT 24
 ES1110'MILES AIRLINE SSW OF WINSLOW, ARIZONA, ON TOP OF AND AT NW CORNER
 ES1110'OF A FLAT-TOPPED BUTTE KNOWN AS CHEVELON BUTTE IN SITGREAVE
 ES1110'NATIONAL FOREST.  IT IS ABOUT 40 METERS FROM N EDGE OF BUTTE.
 ES1110'
 ES1110'TO REACH FROM POST OFFICE IN HEBER, ARIZONA, GO SOUTHWESTERLY
 ES1110'ON ROAD TO YOUNG, ARIZONA 0.55 MILE TO A FORK.  THENCE TAKE R FORK
 ES1110'1.1 MILES TO A FORK.  THENCE TAKE L FORK, SOUTHWESTERLY, ON A
 ES1110'GRADED DIRT ROAD 12.25 MILES TO A SIDE ROAD L THAT GOES TO GENTRY
 ES1110'LOOK-OUT STATION.  THENCE CONTINUE STRAIGHT AHEAD, WESTERLY, 8.7
 ES1110'MILES TO A FORK AND SIGN RIM ROAD - WINSLOW 73.  HERE LEAVE ROAD
 ES1110'TO YOUNG AND TAKE R FORK WESTERLY AND NORTHERLY (WINSLOW ROAD)
 ES1110'12.15 MILES TO A FORK AND SIGN WINSLOW 57 - WALLACE R.S. 15.
 ES1110'L FORK GOES TO PROMONTORY LOOK-OUT TOWER.  THENCE TAKE R
 ES1110'FORK, NORTHERLY, (WINSLOW ROAD) 18.75 MILES TO A TRAIL ROAD
 ES1110'FORKING TO L AND SIGN CHEVELON BUTTE L.O. 7.  HERE TAKE TRAIL
 ES1110'ROAD, L, AND CONTINUE NORTHERLY 3.6 MILES TO CROSSROADS AND
 ES1110'SIGN CHEVELON BUTTE L.O. 3.  THENCE CONTINUE STRAIGHT AHEAD
 ES1110'AND FOLLOW TRAIL ROAD ALONG A TELEPHONE LINE NORTHERLY, UP
 ES1110'BUTTE 3.1 MILES TO A POINT ABOUT 0.15 MILE FROM LOOK-OUT
 ES1110'STATION.  HERE LEAVE ROAD AND TURN R GOING ABOUT 0.1 MILE TO
 ES1110'STATION SITE.
 ES1110'
 ES1110'REFERENCE MARK NO. 1 IS N OF STATION AT ABOUT SAME ELEVATION.
 ES1110'REFERENCE MARK NO. 2 IS NW OF STATION AND ABOUT 2 FEET LOWER IN
 ES1110'ELEVATION.  THEY ARE STANDARD BRONZE DISKS IN BOULDERS AS
 ES1110'DESCRIBED.  REFERENCE MARK NO. 1 IS STAMPED CHEVELON
 ES1110'1919.  REFERENCE MARK NO. 2 IS STAMPED CHEVELON 1919-1936.
 ES1110'STATION MARK, A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED,
 ES1110'IS STAMPED CHEVELON 1919.
 ES1110'
 ES1110'A 20-FOOT TOWER (WOODEN) IS ERECTED OVER MARK AND WAS FOUND IN
 ES1110'GOOD CONDITION.
 ES1110'
 ES1110'AZIMUTH MARK IS ABOUT 370 YARDS SW OF STATION AT ABOUT SAME
 ES1110'ELEVATION.  IT IS NEAR EDGE OF RIMROCK ABOUT 50 YARDS S OF LOOK-OUT
 ES1110'STATION.
 ES1110
 ES1110                          STATION RECOVERY (1955)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ES1110'RECOVERED AS DESCRIBED BY USGS AND CGS.  ALL MARKS IN GOOD
 ES1110'CONDITION.
 ES1110
 ES1110                          STATION RECOVERY (1970)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES1110'RECOVERED AS DESCRIBED BY USGS AND CGS.  NEW TO REACH FOLLOWS.
 ES1110'
 ES1110'TO REACH FROM WINSLOW POST OFFICE, DRIVE 32 MI S. ON STATE HWY.
 ES1110'99 TO CATTLEGUARD AND NATIONAL FOREST BDRY. FENCE, CROSS OVER
 ES1110'CATTLEGUARD TO RD. TO RIGHT AND FOREST SERVICE SIGN
 ES1110'TILLMAN ROAD 3.4 CHEVELON BUTTE LO 5.  TURN RIGHT ONTO GRAVEL
 ES1110'RD. 3 MI W. THEN N. TO T-RD. LEFT (W.) AND SIGN
 ES1110'TILLMAN ROAD 63, CONTINUE STRAIGHT 0.9 MI N. PASSING THROUGH
 ES1110'FENCE ON CATTLEGUARD, CONTINUE UPGRADE 0.7 MI TO SADDLE (STATION
 ES1110'EAST CHEVALON IS ON ROCK TOP TO RIGHT), CONTINUE UPGRADE 0.6 MI
 ES1110'TO TOP AND POINT OPPOSITE STEEL TOWER (CHEVELON TOWER) AND END OF
 ES1110'TRUCK TRAVEL, 300 FT N. PAST STEEL TOWER.
 ES1110'
 ES1110'NOTE--DISK STAMPED---CHEVALON 1919---, BUTTE SPELLED CHEVELON.
 ES1110
 ES1110                          STATION RECOVERY (1972)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES1110'GENERAL LOCATION AS PER DESCRIPTION
 ES1110'
 ES1110'TO REACH AS PER DESCRIPTION
 ES1110'
 ES1110'STATION MARK AS PER DESCRIPTION
 ES1110'
 ES1110'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 ES1110'
 ES1110'AZIMUTH MARK NOT SEARCHED AT THIS TIME
 ES1110
 ES1110                          STATION RECOVERY (1974)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1110'GENERAL LOCATION S15, T15N, R14E G AND SR MERIDIAN - 23
 ES1110'AIRLINE MILES S. OF WINSLOW, ARIZONA
 ES1110'
 ES1110'TO REACH FROM U.S. POST OFFICE IN WINSLOW, GO S, ON ARIZ
 ES1110'HWYS 87 AND 99 FOR 0.15 MILE, UNDER THE SANTA FE RAILROAD.
 ES1110'CONTINUE S. FOR 1.10 MILES (CROSSING THE WINSLOW FLOOD CONTROL
 ES1110'DIKE) TO THE JCT. OF HWY 87 S. AND 99 S. EASTERLY.  TURN LEFT
 ES1110'ON HWY 99, TOWARD THE CHEVELON RANGER STATION, FOR 30.65 MILES
 ES1110'(250 FT BEYOND END OF PAVEMENT) TO THE JCT OF F.H. 23.  TURN
 ES1110'RIGHT ON FH 23, HEAD DUE W. FOR APPROX 0.6 MILE.  AT THIS POINT
 ES1110'THE ROAD MAKE A SWEEPING 90 DEG TURN AND HEADS DUE NORTH FOR
 ES1110'4 MILES TO THE SUMMIT OF CHEVELON BUTTE AND THE STATION.
 ES1110'DURING THE SUMMER MONTHS, THIS STATION IS ACCESSABLE BY CAR.
 ES1110'THE STA.  IS ON THE N. END OF THE BUTTE, 204 FT N.N.W. OF A 50
 ES1110'FT HIGH WHITE TRIANGULAR METAL TOWER.
 ES1110'
 ES1110'THE FOREST SERVICE FIRE TOWER HAS BEEN DISMANTLED.
 ES1110'
 ES1110'STATION MARK STANDARD DISK, STAMPED CHEVELON 1919 GOOD
 ES1110'CONDITION
 ES1110'
 ES1110'REFERENCE MARKS R.M. 1 AND R.M. 2 RECOV. AS DESCRIBED, IN
 ES1110'GOOD CONDITION
 ES1110'
 ES1110'AZIMUTH MARK IN AND GOOD A DISTANCE OF 1082 FT WAS MEASURED
 ES1110'BETWEEN THE STATION AND THE AZIMUTH MARK
 ES1110
 ES1110                          STATION RECOVERY (1979)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1110'THE STATION IS LOCATED ABOUT 24 AIRLINE MILES SW OF WINSLOW AND ON TOP
 ES1110'OF A PROMINENT FLAT CEDAR COVERED BUTTE KNOWN AS CHEVELON BUTTE.
 ES1110'
 ES1110'THE STATION WAS FOUND IN GOOD CONDITION STAMPED---CHEVELON 1919---.
 ES1110'
 ES1110'THE REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION STAMPED---
 ES1110'CHEVELON 1919.
 ES1110'
 ES1110'THE REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION STAMPED---
 ES1110'CHEVELON 1919-1936---.
 ES1110'
 ES1110'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION STAMPED---CHEVELON 1919
 ES1110'---.
 ES1110'
 ES1110'FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH 1 BLOCK TO STATE HIGHWAY
 ES1110'87, CONTINUE SOUTH FOR 1.3 MILES TO STATE HIGHWAY 99 TURN LEFT AND
 ES1110'FOLLOW STATE HIGHWAY 99 FOR 30 MILES AND A FOREST SIGN READING
 ES1110'CHEVELON BUTTE, TURN RIGHT AND TRAVEL WEST FOR 0.7 MILES WHERE TRAIL
 ES1110'TURNS NORTH, CONTINUE FOR 2.3 MILES TO A FORK, TAKE RIGHT FORK 0.8
 ES1110'MILES TO A CATTLE GUARD AND LOCKED CABLE ACROSS TRAIL.  GET KEY FROM
 ES1110'HOWARD CARLSON AT CHEVELON WORK CAMP 9 MILES SOUTH.  UNLOCK CABLE AND
 ES1110'CONTINUE UP BUTTE TO STATION.  STATION IS ABOUT 200 FEET NW OF
 ES1110'MICROWAVE INSTALLATION.
 ES1110
 ES1110                          STATION RECOVERY (1981)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1110'THE STATION WAS RECOVERED AS DESCRIBED IN 1981.  THE ROUTE TO THE
 ES1110'STATION IS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1497 ***********************************************************************
 DA1497  DESIGNATION -  CHILDS
 DA1497  PID         -  DA1497
 DA1497  STATE/COUNTY-  AZ/PIMA
 DA1497  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1497
 DA1497                         *CURRENT SURVEY CONTROL
 DA1497  ___________________________________________________________________
 DA1497* NAD 83(1992)-  32 18 44.88725(N)    112 42 58.00812(W)     ADJUSTED  
 DA1497* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 DA1497  ___________________________________________________________________
 DA1497  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 DA1497  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA1497
 DA1497  HORZ ORDER  -  THIRD
 DA1497
 DA1497.The horizontal coordinates were established by classical geodetic methods
 DA1497.and adjusted by the National Geodetic Survey in August 1993..
 DA1497
 DA1497.The orthometric height was scaled from a topographic map.
 DA1497
 DA1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1497
 DA1497.The geoid height was determined by GEOID03.
 DA1497
 DA1497;                    North         East     Units Scale Factor Converg.
 DA1497;SPC AZ C     -   145,793.807   138,081.556   MT  0.99996986   -0 25 38.5
 DA1497;SPC AZ C     -   478,326.14    453,023.48   iFT  0.99996986   -0 25 38.5
 DA1497;UTM  12      - 3,576,364.852   338,445.623   MT  0.99992186   -0 55 03.1
 DA1497
 DA1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1497!SPC AZ C     -   0.99985662  x   0.99996986  =   0.99982649
 DA1497!UTM  12      -   0.99985662  x   0.99992186  =   0.99977849
 DA1497
 DA1497:                Primary Azimuth Mark                     Grid Az
 DA1497:SPC AZ C     -  SAGE                                     207 20 27.5
 DA1497:UTM  12      -  SAGE                                     207 49 52.1
 DA1497
 DA1497|---------------------------------------------------------------------|
 DA1497| PID    Reference Object                     Distance      Geod. Az  |
 DA1497|                                                           dddmmss.s |
 DA1497| DA1517 SAGE                                APPROX. 8.4 KM 2065449.0 |
 DA1497|---------------------------------------------------------------------|
 DA1497
 DA1497                          SUPERSEDED SURVEY CONTROL
 DA1497
 DA1497  NAD 83(1986)-  32 18 44.88093(N)    112 42 57.98750(W) AD(       ) 3
 DA1497  NAD 27      -  32 18 44.65300(N)    112 42 55.48600(W) AD(       ) 3
 DA1497
 DA1497.Superseded values are not recommended for survey control.
 DA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1497.See file dsdata.txt to determine how the superseded data were derived.
 DA1497
 DA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3844676365(NAD 83)
 DA1497_MARKER: DS = TRIANGULATION STATION DISK
 DA1497_SETTING: 0 = UNSPECIFIED SETTING
 DA1497
 DA1497  HISTORY     - Date     Condition        Report By
 DA1497  HISTORY     - 1920     MONUMENTED       CGS
 DA1497  HISTORY     - 1962     GOOD             USGS
 DA1497
 DA1497                          STATION DESCRIPTION
 DA1497
 DA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1497'ON A FLAT-TOP BUTTE ABOUT 3 MILES AIR LINE, SOUTHEAST FROM
 DA1497'TOM CHILDS RANCH.  TAKE THE MAIN TRAVELED ROAD FROM CHILDS RANCH
 DA1497'TO A POINT A LITTLE SOUTH OF WEST FROM THE MOUNTAIN.  TURN
 DA1497'LEFT AND HEAD IN A SOUTH AND WEST DIRECTION TO WITHIN ONE-FOURTH
 DA1497'MILE OF THE BASE OF THE MOUNTAIN.  MARKED BY A STANDARD BRONZE
 DA1497'DISK.  REFERENCE MARK IS 28 PACES 316
 DA1497'DEG MAGNETIC.
 DA1497
 DA1497                          STATION RECOVERY (1962)
 DA1497
 DA1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1497'DESCRIBED BY NGS.  RM NOT RECOVERED.  REACHED BY HELICOPTER.  NEW
 DA1497'LOCATED FOLLOWS.
 DA1497'
 DA1497'LOCATED ABOUT 6 MI SE. OF AJO, 3.5 MI N. OF ROCKY POINT JCT.,
 DA1497'ABOUT 3 MI E. OF HWY. 86.  ON WEST EDGE OF PROMINENT, FLAT-TOPPED
 DA1497'BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0894 ***********************************************************************
 FQ0894  DESIGNATION -  CHIMNEY
 FQ0894  PID         -  FQ0894
 FQ0894  STATE/COUNTY-  AZ/NAVAJO
 FQ0894  USGS QUAD   -  CHIMNEY BUTTE (1967)
 FQ0894
 FQ0894                         *CURRENT SURVEY CONTROL
 FQ0894  ___________________________________________________________________
 FQ0894* NAD 83(1992)-  35 18 01.64035(N)    110 24 35.84013(W)     ADJUSTED  
 FQ0894* NAVD 88     -      1998.3    (meters)    6556.     (feet)  VERTCON   
 FQ0894  ___________________________________________________________________
 FQ0894  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 FQ0894  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0894
 FQ0894  HORZ ORDER  -  THIRD
 FQ0894
 FQ0894.The horizontal coordinates were established by classical geodetic methods
 FQ0894.and adjusted by the National Geodetic Survey in August 1993..
 FQ0894
 FQ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0894
 FQ0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0894
 FQ0894.The geoid height was determined by GEOID03.
 FQ0894
 FQ0894;                    North         East     Units Scale Factor Converg.
 FQ0894;SPC AZ E     -   476,931.579   191,234.278   MT  0.99990603   -0 08 26.1
 FQ0894;SPC AZ E     - 1,564,736.15    627,409.05   iFT  0.99990603   -0 08 26.1
 FQ0894;UTM  12      - 3,906,522.905   553,645.294   MT  0.99963546   +0 20 27.5
 FQ0894
 FQ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0894!SPC AZ E     -   0.99969010  x   0.99990603  =   0.99959616
 FQ0894!UTM  12      -   0.99969010  x   0.99963546  =   0.99932567
 FQ0894
 FQ0894|---------------------------------------------------------------------|
 FQ0894| PID    Reference Object                     Distance      Geod. Az  |
 FQ0894|                                                           dddmmss.s |
 FQ0894| CR9952 CHIMNEY RM 1                          5.224 METERS 31819     |
 FQ0894| FQ0908 MONTEZUMA                           APPROX.18.3 KM 3304142.0 |
 FQ0894|---------------------------------------------------------------------|
 FQ0894
 FQ0894                          SUPERSEDED SURVEY CONTROL
 FQ0894
 FQ0894  NAD 83(1986)-  35 18 01.63720(N)    110 24 35.84290(W) AD(       ) 3
 FQ0894  NGVD 29 (02/23/90) 1997.4    (m)         6553.     (f) VERT ANG       
 FQ0894
 FQ0894.Superseded values are not recommended for survey control.
 FQ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0894.See file dsdata.txt to determine how the superseded data were derived.
 FQ0894
 FQ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5364506523(NAD 83)
 FQ0894_MARKER: DS = TRIANGULATION STATION DISK
 FQ0894_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0894_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0894+STABILITY: POSITION/ELEVATION WELL
 FQ0894
 FQ0894  HISTORY     - Date     Condition        Report By
 FQ0894  HISTORY     - 1966     MONUMENTED       USGS
 FQ0894
 FQ0894                          STATION DESCRIPTION
 FQ0894
 FQ0894'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0894'LOCATED ABOUT 25 MI NE. OF WINSLOW, ABOUT 19 MI E. OF
 FQ0894'COCONINO-NAVAJO COUNTY LINE, ABOUT 9 MI N. OF SOUTH BOUNDARY LINE
 FQ0894'OF NAVAJO RESERVATION, ABOUT 7.5 MI SW. OF DILKON.  ON PROMINENT
 FQ0894'BUTTE KNOWN AS CHIMNEY BUTTE.
 FQ0894'
 FQ0894'STATION REACHED BY HELICOPTER.
 FQ0894'
 FQ0894'STATION MARK--STANDARD TABLET STAMPED---CHIMNEY 1966---, CEMENTED
 FQ0894'IN DRILL HOLE ON TOP OF ROCK OUTCROP FLUSH WITH GROUND.
 FQ0894'
 FQ0894'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0894'HOLE IN TOP OF ROCK OUTCROP.
 FQ0894'
 FQ0894'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0894'HOLE IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0895 ***********************************************************************
 FQ0895  DESIGNATION -  CHIN
 FQ0895  PID         -  FQ0895
 FQ0895  STATE/COUNTY-  AZ/COCONINO
 FQ0895  USGS QUAD   -  ROCK HEAD (1969)
 FQ0895
 FQ0895                         *CURRENT SURVEY CONTROL
 FQ0895  ___________________________________________________________________
 FQ0895* NAD 83(1992)-  35 38 31.80161(N)    111 02 54.85443(W)     ADJUSTED  
 FQ0895* NAVD 88     -      1601.9    (meters)    5256.     (feet)  VERTCON   
 FQ0895  ___________________________________________________________________
 FQ0895  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 FQ0895  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FQ0895
 FQ0895  HORZ ORDER  -  THIRD
 FQ0895
 FQ0895.The horizontal coordinates were established by classical geodetic methods
 FQ0895.and adjusted by the National Geodetic Survey in August 1993..
 FQ0895
 FQ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0895
 FQ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0895
 FQ0895.The geoid height was determined by GEOID03.
 FQ0895
 FQ0895;                    North         East     Units Scale Factor Converg.
 FQ0895;SPC AZ C     -   515,160.327   291,975.910   MT  0.99997614   +0 30 21.2
 FQ0895;SPC AZ C     - 1,690,158.55    957,926.21   iFT  0.99997614   +0 30 21.2
 FQ0895;UTM  12      - 3,944,261.826   495,602.750   MT  0.99960024   -0 01 41.9
 FQ0895
 FQ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0895!SPC AZ C     -   0.99975235  x   0.99997614  =   0.99972850
 FQ0895!UTM  12      -   0.99975235  x   0.99960024  =   0.99935269
 FQ0895
 FQ0895|---------------------------------------------------------------------|
 FQ0895| PID    Reference Object                     Distance      Geod. Az  |
 FQ0895|                                                           dddmmss.s |
 FQ0895| CR9955 CHIN RM 2                             7.827 METERS 08451     |
 FQ0895| FQ0909 ORAIBI RD                           APPROX.31.5 KM 1565657.0 |
 FQ0895| CR9954 CHIN RM 1                             7.590 METERS 35039     |
 FQ0895|---------------------------------------------------------------------|
 FQ0895
 FQ0895                          SUPERSEDED SURVEY CONTROL
 FQ0895
 FQ0895  NAD 83(1986)-  35 38 31.79890(N)    111 02 54.85194(W) AD(       ) 3
 FQ0895  NGVD 29 (02/23/90) 1601.1    (m)         5253.     (f) VERT ANG       
 FQ0895
 FQ0895.Superseded values are not recommended for survey control.
 FQ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0895.See file dsdata.txt to determine how the superseded data were derived.
 FQ0895
 FQ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9560344262(NAD 83)
 FQ0895_MARKER: DS = TRIANGULATION STATION DISK
 FQ0895_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0895
 FQ0895  HISTORY     - Date     Condition        Report By
 FQ0895  HISTORY     - 1955     MONUMENTED       USGS
 FQ0895  HISTORY     - 1965     GOOD             USGS
 FQ0895  HISTORY     - 1969     GOOD             USGS
 FQ0895
 FQ0895                          STATION DESCRIPTION
 FQ0895
 FQ0895'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0895'LOCATED ABOUT 15 MI E. OF LITTLE COLORADO RIVER, 5.4 MI N. OF
 FQ0895'DINNEBITO WASH.  ON EXTREME WEST END OF PROMINENT RED CLIFF.
 FQ0895'
 FQ0895'STATION MARK--STANDARD TABLET STAMPED---CHIN 1955---, IN TOP OF
 FQ0895'CONCRETE POST PROJECTING 6 INCHES.
 FQ0895'
 FQ0895'RM 1--STANDARD RM TABLET STAMPED---CHIN 1955 NO 1---, CEMENTED IN
 FQ0895'TOP OF BURIED SANDSTONE ROCK.
 FQ0895'
 FQ0895'RM 2--STANDARD RM TABLET STAMPED---CHIN 1955 NO 2---, CEMENTED IN
 FQ0895'TOP OF BURIED SANDSTONE ROCK.
 FQ0895
 FQ0895                          STATION RECOVERY (1965)
 FQ0895
 FQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0895'RECOVERED AS DESCRIBED BY USGS.
 FQ0895
 FQ0895                          STATION RECOVERY (1969)
 FQ0895
 FQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0895'RECOVERED AS DESCRIBED BY USGS.
 FQ0895'
 FQ0895'TO REACH FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER, DRIVE
 FQ0895'0.4 MI SE. TO T-RD. NE.  TURN NE. ALONG DIRT RD. 1.2 MI TO Y-RD.
 FQ0895'TAKE LEFT FORK 5.6 MI TO LITTLE COLORADO RIVER.  CROSS RIVER AND
 FQ0895'TAKE RIGHT FORK 6.6 MI TO RD. FORKS.  TAKE RIGHT FORK 1.2 MI TO
 FQ0895'RD. FORKS.  TAKE LEFT FORK 0.5 MI TO RD. FORK.  TAKE RIGHT FORK 1.4
 FQ0895'MI TO Y-RD. FORKS.  TAKE LEFT FORK 0.4 MI TO RD. FORK.  TAKE LEFT
 FQ0895'FORK 1.1 MI TO RD. FORK.  TAKE LEFT FORK 2.2 MI TO X-RDS.  TURN
 FQ0895'RIGHT 6.2 MI TO Y-RD. FORK.  TAKE LEFT FORK 1.5 MI.  TURN LEFT
 FQ0895'ACROSS SMALL RIDGE AND GO CROSS-COUNTRY 3.3 MI TO WEST END OF
 FQ0895'CLIFFS AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0897 ***********************************************************************
 FR0897  DESIGNATION -  CHINDI
 FR0897  PID         -  FR0897
 FR0897  STATE/COUNTY-  AZ/YAVAPAI
 FR0897  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0897
 FR0897                         *CURRENT SURVEY CONTROL
 FR0897  ___________________________________________________________________
 FR0897* NAD 83(1992)-  35 01 09.25398(N)    112 52 04.46560(W)     ADJUSTED  
 FR0897* NAVD 88     -      2083.1    (meters)    6834.     (feet)  VERTCON   
 FR0897  ___________________________________________________________________
 FR0897  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FR0897  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FR0897
 FR0897  HORZ ORDER  -  SECOND
 FR0897
 FR0897.The horizontal coordinates were established by classical geodetic methods
 FR0897.and adjusted by the National Geodetic Survey in June 1998..
 FR0897
 FR0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0897
 FR0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0897
 FR0897.The geoid height was determined by GEOID03.
 FR0897
 FR0897;                    North         East     Units Scale Factor Converg.
 FR0897;SPC AZ C     -   446,121.743   126,550.637   MT  0.99999285   -0 32 45.3
 FR0897;SPC AZ C     - 1,463,654.01    415,192.38   iFT  0.99999285   -0 32 45.3
 FR0897;UTM  12      - 3,876,770.863   329,579.893   MT  0.99995795   -1 04 19.8
 FR0897
 FR0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0897!SPC AZ C     -   0.99967722  x   0.99999285  =   0.99967007
 FR0897!UTM  12      -   0.99967722  x   0.99995795  =   0.99963518
 FR0897
 FR0897|---------------------------------------------------------------------|
 FR0897| PID    Reference Object                     Distance      Geod. Az  |
 FR0897|                                                           dddmmss.s |
 FR0897| CH2907 CHINDI RM 1                           4.205 METERS 04623     |
 FR0897| CH2908 CHINDI RM 2                           4.762 METERS 13225     |
 FR0897| FR0903 SELIGMAN                            APPROX.37.7 KM 3483751.1 |
 FR0897|---------------------------------------------------------------------|
 FR0897
 FR0897                          SUPERSEDED SURVEY CONTROL
 FR0897
 FR0897  NAD 83(1992)-  35 01 09.25398(N)    112 52 04.46560(W) AD(       ) 2
 FR0897  NAD 83(1986)-  35 01 09.25317(N)    112 52 04.46486(W) AD(       ) 2
 FR0897  NAD 27      -  35 01 09.20057(N)    112 52 01.80767(W) AD(       ) 2
 FR0897  NGVD 29 (07/19/86) 2082.1    (m)         6831.     (f) VERT ANG       
 FR0897
 FR0897.Superseded values are not recommended for survey control.
 FR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0897.See file dsdata.txt to determine how the superseded data were derived.
 FR0897
 FR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2958076771(NAD 83)
 FR0897_MARKER: DD = SURVEY DISK
 FR0897_SETTING: 66 = SET IN ROCK OUTCROP
 FR0897_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0897
 FR0897  HISTORY     - Date     Condition        Report By
 FR0897  HISTORY     - 1945     MONUMENTED       USFS
 FR0897  HISTORY     - 1973     GOOD             USGS
 FR0897
 FR0897                          STATION DESCRIPTION
 FR0897
 FR0897'DESCRIBED BY US FOREST SERVICE 1945 (ERS)
 FR0897'THIS OCCUPIED STATION IS ON THE SOUTHERN TOP OF A DOUBLE TOPPED
 FR0897'MOUNTAIN, LOCALLY KNOWN AS RED MOUNTAIN, AND IS SITUATED OFF THE
 FR0897'EASTERN TIP OF JUNIPER MOUNTAINS, ABOUT 8 MILES NORTH OF WALNUT
 FR0897'CREEK RANGER STATION.
 FR0897'
 FR0897'MARKED BY A STANDARD FOREST SERVICE DISK SET IN BED ROCK ABOUT 10
 FR0897'FEET EAST OF THE HIGHEST TOP OF THE MOUNTAIN AND STAMPED CHINDI
 FR0897'1945.
 FR0897'
 FR0897'SIGNAL USED WAS A SIX FOOT CAIRN WITH FLAGS.
 FR0897'
 FR0897'TO REACH FROM PRESCOTT TAKE THE WALNUT CREEK-SELIGMAN ROAD FOR 47.8
 FR0897'MILES TO PINE CANYON AND A TRACK ROAD LEADING OFF TO THE WEST.  A
 FR0897'SIGN READING PINE SPRING POINTS UP THIS ROAD.  FOLLOW THIS ROAD 2.0
 FR0897'MILES TO ARROYO CROSSING.  CROSS ARROYO AND TURN OFF MAIN ROAD
 FR0897'ONTO FAINT TRACK ROAD GOING WESTERLY.  AT 1.1 MILES CROSS ARROYO
 FR0897'AND CONTINUE ON TO LARGE EATHEN STOCK TANK.  FROM THERE
 FR0897'PROCEED ON FOOT IN A NORTHERLY DIRECTION UP THE LARGE MOUNTAIN TO
 FR0897'THE NORTH FOR ABOUT 1 MILE TO THE STATION.
 FR0897
 FR0897                          STATION RECOVERY (1973)
 FR0897
 FR0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0897'RM 1 TO RM 2 NOT MEASURED.
 FR0897'
 FR0897'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
 FR0897'
 FR0897'STATION FOUND AS DESCRIBED BY U. S. FOREST SERVICE.
 FR0897'
 FR0897'LOCATED ON THE SOUTHERN TOP OF A DOUBLE-TOPPED MOUNTAIN, LOCALLY
 FR0897'KNOWN AS RED MOUNTAIN, AND IS SITUATED OFF THE EASTERN TIP OF
 FR0897'JUNIPER MOUNTAINS, ABOUT 8 MI N. OF WALNUT CREEK RANGER STATION.
 FR0897'
 FR0897'TO REACH FROM PRESCOTT TAKE THE WALNUT CREEK-SELIGMAN RD. FOR 47.8
 FR0897'MI TO PINE CANYON AND A TRACK RD. LEADING OFF TO THE W. A SIGN
 FR0897'READING PINE SPRING POINTS UP THIS RD.  FOLLOW THIS RD. 2.0 MI TO
 FR0897'ARROYO X-ING.  CROSS ARROYO AND TURN OFF MAIN RD. ONTO FAINT TRACK
 FR0897'RD. GOING WESTERLY.  AT 1.1 MI CROSS ARROYO AND CONTINUE ON TO
 FR0897'LARGE EARTHEN STOCK TANK.  FROM HERE PROCEED ON FOOT IN A NORTHERLY
 FR0897'DIRECTION UP THE LARGE MOUNTAIN TO THE N. FOR ABOUT 1 MI TO
 FR0897'THE STATION.
 FR0897'
 FR0897'STATION MARK--A STANDARD FOREST SERVICE DISK STAMPED CHINDI 1945 SET
 FR0897'IN BEDROCK.
 FR0897'
 FR0897'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FR0897'NO 1 CHINDI 1945-1973, LEVEL WITH STATION MARK.
 FR0897'
 FR0897'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FR0897'NO 2 CHINDI 1945-1973, 1.4 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0921 ***********************************************************************
 FS0921  DESIGNATION -  CHINO
 FS0921  PID         -  FS0921
 FS0921  STATE/COUNTY-  AZ/MOHAVE
 FS0921  USGS QUAD   -  KINGMAN NW (1983)
 FS0921
 FS0921                         *CURRENT SURVEY CONTROL
 FS0921  ___________________________________________________________________
 FS0921* NAD 83(1992)-  35 13 38.21321(N)    114 08 02.86399(W)     ADJUSTED  
 FS0921* NAVD 88     -      1031.719  (meters)    3384.90   (feet)  ADJUSTED  
 FS0921  ___________________________________________________________________
 FS0921  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 FS0921  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0921  DYNAMIC HT  -        1030.519 (meters)    3380.96  (feet)  COMP
 FS0921  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 FS0921
 FS0921  HORZ ORDER  -  SECOND
 FS0921  VERT ORDER  -  FIRST     CLASS II
 FS0921
 FS0921.The horizontal coordinates were established by classical geodetic methods
 FS0921.and adjusted by the National Geodetic Survey in August 1993..
 FS0921
 FS0921.The orthometric height was determined by differential leveling
 FS0921.and adjusted by the National Geodetic Survey in June 1991..
 FS0921
 FS0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0921
 FS0921.The geoid height was determined by GEOID03.
 FS0921
 FS0921.The dynamic height is computed by dividing the NAVD 88
 FS0921.geopotential number by the normal gravity value computed on the
 FS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0921.degrees latitude (g = 980.6199 gals.).
 FS0921
 FS0921.The modeled gravity was interpolated from observed gravity values.
 FS0921
 FS0921;                    North         East     Units Scale Factor Converg.
 FS0921;SPC AZ W     -   468,870.143   178,393.058   MT  0.99994840   -0 13 17.7
 FS0921;SPC AZ W     - 1,538,287.87    585,279.06   iFT  0.99994840   -0 13 17.7
 FS0921;UTM  11      - 3,902,012.720   760,826.992   MT  1.00043849   +1 39 14.5
 FS0921
 FS0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0921!SPC AZ W     -   0.99984256  x   0.99994840  =   0.99979097
 FS0921!UTM  11      -   0.99984256  x   1.00043849  =   1.00028099
 FS0921
 FS0921|---------------------------------------------------------------------|
 FS0921| PID    Reference Object                     Distance      Geod. Az  |
 FS0921|                                                           dddmmss.s |
 FS0921| FS0920 CHINO RM 1                           17.024 METERS 09850     |
 FS0921| FS0922 CHINO RM 2                           10.378 METERS 21544     |
 FS0921| FS1346 CASTLE                              APPROX. 2.1 KM 3254345.6 |
 FS0921|---------------------------------------------------------------------|
 FS0921
 FS0921                          SUPERSEDED SURVEY CONTROL
 FS0921
 FS0921  NAD 83(1986)-  35 13 38.21496(N)    114 08 02.86335(W) AD(       ) 2
 FS0921  NGVD 29 (11/23/90) 1031.04   (m)         3382.7    (f) LEVELING    3  
 FS0921
 FS0921.Superseded values are not recommended for survey control.
 FS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0921.See file dsdata.txt to determine how the superseded data were derived.
 FS0921
 FS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6082702013(NAD 83)
 FS0921_MARKER: DS = TRIANGULATION STATION DISK
 FS0921_SETTING: 66 = SET IN ROCK OUTCROP
 FS0921_SP_SET: ROCK OUTCROP
 FS0921_STAMPING: CHINO 1981
 FS0921_MARK LOGO: AZDT  
 FS0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0921+STABILITY: POSITION/ELEVATION WELL
 FS0921
 FS0921  HISTORY     - Date     Condition        Report By
 FS0921  HISTORY     - 1981     MONUMENTED       AZDT
 FS0921  HISTORY     - 1982     GOOD             NGS
 FS0921
 FS0921                          STATION DESCRIPTION
 FS0921
 FS0921'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0921'THE STATION IS LOCATED 5 MILES NORTHWEST OF KINGMAN AND .75 MILE NORTH
 FS0921'OF THE INSPECTION STATION ON US HIGHWAY 93.
 FS0921'
 FS0921'THE STATION MARK IS AN ADOT DISK STAMPED---CHINO 1981.  IT IS SET IN A
 FS0921'DRILL HOLE IN BOULDER.  161 FEET WEST OF THE CENTERLINE OF US 93 AND
 FS0921'3.5 FEET SOUTHWEST OF THE WITNESS POST AND SIGN.
 FS0921'
 FS0921'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CHINO RM 1 1981.  IT IS SET
 FS0921'IN A DRILL HOLE IN A BOULDER.
 FS0921'
 FS0921'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CHINO RM 2 1981.  IT IS SET
 FS0921'IN A DRILL HOLE IN A BOULDER.
 FS0921'
 FS0921'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS0921'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS0921'WEST 2.3 MILES ALONG US 66 TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS0921'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE ARIZONA
 FS0921'INSPECTION STATION.  CONTINUE NORTH ALONG US 93 FOR 0.75 MILE TO A
 FS0921'SMALL HIGHWAY CUT ON LEFT AT A RIGHT CURVE IN THE HIGHWAY.  THE
 FS0921'STATION IS BEHIND THE HIGHWAY CUT.
 FS0921
 FS0921                          STATION RECOVERY (1982)
 FS0921
 FS0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0921'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0921'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0921'HIGHWAY 40 OVERPASS IN KINGMAN, IN OUTCROP ON THE OUTER EDGE OF A
 FS0921'KNOLL FORMED BY A HIGHWAY CUT, 56.1 METERS (184 FT) SOUTHWEST OF THE
 FS0921'CENTERLINE OF THE HIGHWAY, 17.1 METERS (56 FT) SOUTHWEST OF RM 1, 10.7
 FS0921'METERS (35 FT) NORTH OF RM 2.
 FS0921'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FS0921'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0920 ***********************************************************************
 FS0920  DESIGNATION -  CHINO RM 1
 FS0920  PID         -  FS0920
 FS0920  STATE/COUNTY-  AZ/MOHAVE
 FS0920  USGS QUAD   -  KINGMAN NW (1983)
 FS0920
 FS0920                         *CURRENT SURVEY CONTROL
 FS0920  ___________________________________________________________________
 FS0920* NAD 83(1986)-  35 13 34.     (N)    114 07 54.     (W)     SCALED    
 FS0920* NAVD 88     -      1030.039  (meters)    3379.39   (feet)  ADJUSTED  
 FS0920  ___________________________________________________________________
 FS0920  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0920  DYNAMIC HT  -        1028.839 (meters)    3375.45  (feet)  COMP
 FS0920  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FS0920
 FS0920  VERT ORDER  -  FIRST     CLASS II
 FS0920
 FS0920.The horizontal coordinates were scaled from a topographic map and have
 FS0920.an estimated accuracy of +/- 6 seconds.
 FS0920
 FS0920.The orthometric height was determined by differential leveling
 FS0920.and adjusted by the National Geodetic Survey in June 1991..
 FS0920
 FS0920.The geoid height was determined by GEOID03.
 FS0920
 FS0920.The dynamic height is computed by dividing the NAVD 88
 FS0920.geopotential number by the normal gravity value computed on the
 FS0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0920.degrees latitude (g = 980.6199 gals.).
 FS0920
 FS0920.The modeled gravity was interpolated from observed gravity values.
 FS0920
 FS0920;                    North         East    Units  Estimated Accuracy
 FS0920;SPC AZ W     -   468,740.      178,620.      MT  (+/- 180 meters Scaled)
 FS0920
 FS0920                          SUPERSEDED SURVEY CONTROL
 FS0920
 FS0920.No superseded survey control is available for this station.
 FS0920
 FS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV610018(NAD 83)
 FS0920_MARKER: DR = REFERENCE MARK DISK
 FS0920_SETTING: 80 = SET IN A BOULDER
 FS0920_SP_SET: BOULDER
 FS0920_STAMPING: CHINO RM 1 1981
 FS0920_MARK LOGO: AZDT  
 FS0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0920+STABILITY: SURFACE MOTION
 FS0920
 FS0920  HISTORY     - Date     Condition        Report By
 FS0920  HISTORY     - 1981     MONUMENTED       AZDT
 FS0920  HISTORY     - 1982     GOOD             NGS
 FS0920
 FS0920                          STATION DESCRIPTION
 FS0920
 FS0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0920'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0920'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0920'HIGHWAY 40 OVERPASS IN KINGMAN, 39 METERS (128 FT) SOUTHWEST OF THE
 FS0920'CENTERLINE OF THE HIGHWAY, 17 METERS (56 FT) NORTHWEST OF THE STATION,
 FS0920'23.8 METERS (78 FT) NORTHWEST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0922 ***********************************************************************
 FS0922  DESIGNATION -  CHINO RM 2
 FS0922  PID         -  FS0922
 FS0922  STATE/COUNTY-  AZ/MOHAVE
 FS0922  USGS QUAD   -  KINGMAN NW (1983)
 FS0922
 FS0922                         *CURRENT SURVEY CONTROL
 FS0922  ___________________________________________________________________
 FS0922* NAD 83(1986)-  35 13 34.     (N)    114 07 54.     (W)     SCALED    
 FS0922* NAVD 88     -      1029.491  (meters)    3377.59   (feet)  ADJUSTED  
 FS0922  ___________________________________________________________________
 FS0922  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0922  DYNAMIC HT  -        1028.291 (meters)    3373.65  (feet)  COMP
 FS0922  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FS0922
 FS0922  VERT ORDER  -  FIRST     CLASS II
 FS0922
 FS0922.The horizontal coordinates were scaled from a topographic map and have
 FS0922.an estimated accuracy of +/- 6 seconds.
 FS0922
 FS0922.The orthometric height was determined by differential leveling
 FS0922.and adjusted by the National Geodetic Survey in June 1991..
 FS0922
 FS0922.The geoid height was determined by GEOID03.
 FS0922
 FS0922.The dynamic height is computed by dividing the NAVD 88
 FS0922.geopotential number by the normal gravity value computed on the
 FS0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0922.degrees latitude (g = 980.6199 gals.).
 FS0922
 FS0922.The modeled gravity was interpolated from observed gravity values.
 FS0922
 FS0922;                    North         East    Units  Estimated Accuracy
 FS0922;SPC AZ W     -   468,740.      178,620.      MT  (+/- 180 meters Scaled)
 FS0922
 FS0922                          SUPERSEDED SURVEY CONTROL
 FS0922
 FS0922.No superseded survey control is available for this station.
 FS0922
 FS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV610018(NAD 83)
 FS0922_MARKER: DR = REFERENCE MARK DISK
 FS0922_SETTING: 66 = SET IN ROCK OUTCROP
 FS0922_SP_SET: ROCK OUTCROP
 FS0922_STAMPING: CHINO RM 2 1981
 FS0922_MARK LOGO: AZDT  
 FS0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0922+STABILITY: POSITION/ELEVATION WELL
 FS0922
 FS0922  HISTORY     - Date     Condition        Report By
 FS0922  HISTORY     - 1981     MONUMENTED       AZDT
 FS0922  HISTORY     - 1982     GOOD             NGS
 FS0922
 FS0922                          STATION DESCRIPTION
 FS0922
 FS0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0922'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0922'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0922'HIGHWAY 40 OVERPASS IN KINGMAN, 10.7 METERS (35 FT) SOUTH OF THE
 FS0922'STATION, 23.8 METERS (78 FT) SOUTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0167 ***********************************************************************
 ET0167  DESIGNATION -  CHINO VALLEY
 ET0167  PID         -  ET0167
 ET0167  STATE/COUNTY-  AZ/YAVAPAI
 ET0167  USGS QUAD   -  PAULDEN (1979)
 ET0167
 ET0167                         *CURRENT SURVEY CONTROL
 ET0167  ___________________________________________________________________
 ET0167* NAD 83(1986)-  34 53 43.     (N)    112 27 59.     (W)     SCALED    
 ET0167* NAVD 88     -      1339.864  (meters)    4395.87   (feet)  POSTED    
 ET0167  ___________________________________________________________________
 ET0167  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ET0167  DYNAMIC HT  -        1338.130 (meters)    4390.18  (feet)  COMP
 ET0167  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 ET0167
 ET0167  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0167
 ET0167.The horizontal coordinates were scaled from a topographic map and have
 ET0167.an estimated accuracy of +/- 6 seconds.
 ET0167
 ET0167.The orthometric height was determined by differential leveling
 ET0167.and adjusted by the National Geodetic Survey in November 2005..
 ET0167.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0167.rate of 0.0 thru 1.0 mm/km.
 ET0167
 ET0167.The geoid height was determined by GEOID03.
 ET0167
 ET0167.The dynamic height is computed by dividing the NAVD 88
 ET0167.geopotential number by the normal gravity value computed on the
 ET0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0167.degrees latitude (g = 980.6199 gals.).
 ET0167
 ET0167.The modeled gravity was interpolated from observed gravity values.
 ET0167
 ET0167;                    North         East    Units  Estimated Accuracy
 ET0167;SPC AZ C     -   432,100.      163,120.      MT  (+/- 180 meters Scaled)
 ET0167
 ET0167                          SUPERSEDED SURVEY CONTROL
 ET0167
 ET0167  NGVD 29 (??/??/92) 1339.104  (m)         4393.38   (f) ADJ UNCH    2 0
 ET0167
 ET0167.Superseded values are not recommended for survey control.
 ET0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0167.See file dsdata.txt to determine how the superseded data were derived.
 ET0167
 ET0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD660624(NAD 83)
 ET0167_MARKER: DB = BENCH MARK DISK
 ET0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0167_SP_SET: CATTLE GUARD
 ET0167_STAMPING: CHINO VALLEY 1939
 ET0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0167
 ET0167  HISTORY     - Date     Condition        Report By
 ET0167  HISTORY     - 1939     MONUMENTED       CGS
 ET0167  HISTORY     - 1941     GOOD             NGS
 ET0167  HISTORY     - 20001004 MARK NOT FOUND   NGS
 ET0167  HISTORY     - 20060510 MARK NOT FOUND   GEOCAC
 ET0167
 ET0167                          STATION DESCRIPTION
 ET0167
 ET0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0167'0.5 MI N FROM PAULDEN.
 ET0167'TO REACH FROM THE POST OFFICE AT PAULDEN-- GO 0.5 MILE NORTH ALONG
 ET0167'U.S. HIGHWAY NO.89 TO THE INTERSECTION OF ROAD TO SIMMONS AND SITE OF
 ET0167'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTH HEADWALL OF
 ET0167'CATTLE GUARD, 45.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY NO.89,
 ET0167'10.0 FEET NORTH OF AND 0.8 FOOT ABOVE THE CENTERLINE OF THE SIMMONS
 ET0167'ROAD.  IT IS 3.7 FEET WEST OF THE EAST END OF HEADWALL AND 0.3 FOOT
 ET0167'SOUTH OF 6X6 INCH WOODEN FENCE POST.
 ET0167
 ET0167                          STATION RECOVERY (2000)
 ET0167
 ET0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 ET0167'STATION DISK WAS A GRAVITY DISK, NOT A BENCHMARK DISK.  CATTLE GUARD
 ET0167'AND STATION WERE REMOVED DECADES AGO.
 ET0167
 ET0167                          STATION RECOVERY (2006)
 ET0167
 ET0167'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0167'CATTLE GUARD IS NOW LOCATED 100' WEST OF HIGHWAY 89. NO CONCRETE
 ET0167'HEADWALL EXISTS ON CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0328 ***********************************************************************
 CF0328  DESIGNATION -  CHIRICAHUA
 CF0328  PID         -  CF0328
 CF0328  STATE/COUNTY-  AZ/COCHISE
 CF0328  USGS QUAD   -  CHIRICAHUA PEAK (1986)
 CF0328
 CF0328                         *CURRENT SURVEY CONTROL
 CF0328  ___________________________________________________________________
 CF0328* NAD 83(1992)-  31 52 23.58914(N)    109 17 02.38817(W)     ADJUSTED  
 CF0328* NAVD 88     -      2956.5    (meters)    9700.     (feet)  VERTCON   
 CF0328  ___________________________________________________________________
 CF0328  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CF0328  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CF0328
 CF0328  HORZ ORDER  -  FIRST
 CF0328
 CF0328.The horizontal coordinates were established by classical geodetic methods
 CF0328.and adjusted by the National Geodetic Survey in August 1993..
 CF0328
 CF0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0328
 CF0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0328
 CF0328.The geoid height was determined by GEOID03.
 CF0328
 CF0328;                    North         East     Units Scale Factor Converg.
 CF0328;SPC AZ E     -    97,149.950   296,873.941   MT  0.99998599   +0 27 58.0
 CF0328;SPC AZ E     -   318,733.43    973,995.87   iFT  0.99998599   +0 27 58.0
 CF0328;UTM  12      - 3,527,666.898   662,319.133   MT  0.99992495   +0 54 22.7
 CF0328
 CF0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0328!SPC AZ E     -   0.99954004  x   0.99998599  =   0.99952604
 CF0328!UTM  12      -   0.99954004  x   0.99992495  =   0.99946503
 CF0328
 CF0328|---------------------------------------------------------------------|
 CF0328| PID    Reference Object                     Distance      Geod. Az  |
 CF0328|                                                           dddmmss.s |
 CF0328| CC7140 CHIRICAHUA WM TREE NE                13.610 METERS 02210     |
 CF0328| CF0329 FLY PEAK LOOKOUT HOUSE               50.219 METERS 11134     |
 CF0328| CC7139 CHIRICAHUA WM TREE SE                12.180 METERS 12421     |
 CF0328| CC7138 CHIRICAHUA RM 2                       9.550 METERS 14903     |
 CF0328| CC7136 CHIRICAHUA RM SE                      9.496 METERS 14909     |
 CF0328| CF0332 RIGGS                               APPROX.18.6 KM 3102114.6 |
 CF0328| CC7137 CHIRICAHUA RM 1                       9.360 METERS 35844     |
 CF0328|---------------------------------------------------------------------|
 CF0328
 CF0328                          SUPERSEDED SURVEY CONTROL
 CF0328
 CF0328  NAD 83(1986)-  31 52 23.58528(N)    109 17 02.38240(W) AD(       ) 1
 CF0328  NAD 27      -  31 52 23.24100(N)    109 17 00.15800(W) AD(       ) 1
 CF0328  NGVD 29 (07/19/86) 2955.4    (m)         9696.     (f) VERT ANG       
 CF0328
 CF0328.Superseded values are not recommended for survey control.
 CF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0328.See file dsdata.txt to determine how the superseded data were derived.
 CF0328
 CF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6231927667(NAD 83)
 CF0328_MARKER: DS = TRIANGULATION STATION DISK
 CF0328_SETTING: 0 = UNSPECIFIED SETTING
 CF0328
 CF0328  HISTORY     - Date     Condition        Report By
 CF0328  HISTORY     - 1910     MONUMENTED       CGS
 CF0328  HISTORY     - 1934     GOOD             CGS
 CF0328  HISTORY     - 1935     GOOD             CGS
 CF0328
 CF0328                          STATION DESCRIPTION
 CF0328
 CF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CF0328'ON THE MOST NORTHERN ONE OF SEVERAL HIGH PEAKS ON THE CREST
 CF0328'OF THE CHIRICAHUA MOUNTAINS, ABOUT 17 MILES WEST OF RODEO,
 CF0328'NEW MEXICO, A TOWN ON THE EL PASO AND SOUTHWESTERN RAILROAD,
 CF0328'AND ABOUT 8 MILES WEST-SOUTHWEST OF POSTAL AND 6 MILES
 CF0328'SOUTH-SOUTHWEST OF PARADISE, BOTH OF WHICH ARE MINING TOWNS.
 CF0328'THE STATION IS ABOUT 10 METERS NORTHWEST OF THE HIGHEST POINT
 CF0328'OF THE WEST END OF THE PEAK AND SEVERAL FEET LOWER.  THE
 CF0328'PEAK ON WHICH THE STATION IS LOCATED IS NOT THE HIGHEST
 CF0328'PEAK OF THE RIDGE.  THE STATION IS MARKED BY STANDARD DISK.
 CF0328'THE REFERENCE MARK, A ONE-HALF INCH DRILL HOLE 2 INCHES DEEP
 CF0328'IN THE TOP OF A ROCK ON THE HIGHEST POINT OF THE WEST END
 CF0328'OF THE PEAK, IS 9.496 METERS FROM THE STATION S 30 DEG 51 MIN E.
 CF0328'TWO BLAZED TREES, THE FIRST ONE HAVING 3
 CF0328'NAILS IN THE BLAZE AND THE SECOND ONE 4 NAILS, ARE AT THE
 CF0328'FOLLOWING DISTANCES FROM THE STATION--12.18
 CF0328'METERS, AND 13.61 METERS.
 CF0328
 CF0328                          STATION RECOVERY (1934)
 CF0328
 CF0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CF0328'STATION IS ABOUT 40 MILES AIRLINE SOUTH-SOUTHWEST OF LORDSBURG,
 CF0328'NEW MEXICO.  AND IS LOCATED IN THE CORONADO NATIONAL FOREST
 CF0328'ON THE CHIRICAHUA MOUNTAIN RANGE.  PEAK IS LOCALLY KNOWN AS
 CF0328'FLY PEAK.  THERE IS A FOREST LOOKOUT TOWER ON THE SAME PEAK.
 CF0328'
 CF0328'TO REACH FROM LORDSBURG GO SOUTH ON U.S. HIGHWAY 80 FOR 43.9
 CF0328'MILES, TURN RIGHT AT SIGN READING SCENIC WONDERS, CHIRICAHUA
 CF0328'13 MILES AND GO 5.9 MILES, TURN LEFT AND GO 1.1 MILES TO CAVE
 CF0328'CREEK POST OFFICE, TURN RIGHT AND GO 0.5 MILE, TURN LEFT AND
 CF0328'GO 2.6 MILES, TURN RIGHT AND GO 9.2 MILES TO ONION SADDLE,
 CF0328'TURN SHARP LEFT AND GO 3.0 MILES, TURN RIGHT AND GO 0.1 MILE TO
 CF0328'BOY SCOUT CAMP AND END OF TRUCK TRAVEL.  TRAIL LEADS OFF TO
 CF0328'WEST OF TRUCK AND HEADS IN A GENERAL SOUTHWEST DIRECTION.  IT
 CF0328'IS ABOUT 4.0 MILES TO STATION BUT TRAIL IS VERY GOOD.  ABOUT
 CF0328'1 HOUR AND 50 MINUTES PACK.
 CF0328
 CF0328                          STATION RECOVERY (1935)
 CF0328
 CF0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0328'STATION IS ABOUT 40 MILES AIRLINE SOUTHWEST OF LORDSBURG, NEW
 CF0328'MEXICO, IN THE CORONADO NATIONAL FOREST.  THE PEAK WHERE THE
 CF0328'STATION IS LOCATED IS LOCALLY KNOWN AS FLY PEAK.  THERE IS
 CF0328'ALSO ON THIS PEAK A LOOKOUT TOWER FOR FIRE GUARDS, TOWER IS
 CF0328'STEEL ABOUT 60 FEET HIGH, AND THE STATION IS EXACTLY 158 FEET
 CF0328'SOUTH-SOUTHWEST OF THE CENTER OF THE TOWER.  ORIGINAL
 CF0328'DESCRIPTIONS WERE FOUND TO BE CORRECT.
 CF0328'
 CF0328'TO REACH FROM LORDSBURG, NEW MEXICO, FOLLOW U.S. HIGHWAY 80
 CF0328'SOUTH FOR 44 MILES TO A SIGN READING, SCENIC WONDERS, CHIRICAHUA
 CF0328'13 MILES, TURN RIGHT AT SIGN AND FOLLOW GRADED ROAD 5.7 MILES,
 CF0328'TURN LEFT AND GO 1.1 MILES TO THE CAVE CREEK POST OFFICE,
 CF0328'TURN RIGHT AND GO 1/2 MILE, TURN LEFT AND GO 1.9 MILES TO
 CF0328'THE RANGER STATION (ON THE RIGHT), CONTINUE STRAIGHT AHEAD
 CF0328'FOR 0.8 MILE AND TURN RIGHT FOLLOWING THIS MOUNTAIN ROAD AND
 CF0328'GRADES FOR 9.5 MILES TO A SADDLE LOCALLY KNOWN AS ONION
 CF0328'SADDLE.  HERE MAKE A VERY SHARP LEFT TURN AND FOLLOW ROAD
 CF0328'FOR 3.3 MILES, TURN RIGHT OFF THE MAIN ROAD FOR 0.1 MILE TO
 CF0328'THE BOY SCOUT CAMP AND THE END OF TRUCK TRAVEL.  FROM END OF
 CF0328'TRUCK TRAVEL THE STATION IS ABOUT 4 MILES, BUT A VERY GOOD
 CF0328'FOREST SERVICE TRAIL LEADS TO THE PEAK WITH THE STATION ON
 CF0328'IT.  TRAIL STARTS OFF IN A WESTERLY DIRECTION AND ITS GENERAL
 CF0328'DIRECTION IS SOUTHWEST.  AFTER A START IS MADE ON THE TRAIL IT
 CF0328'IS POSTED ALL OF THE WAY FLY PEAK.  ADDITIONAL INFORMATION
 CF0328'DESIRED MAY BE OBTAINED AT THE RANGER STATION MENTIONED ABOVE
 CF0328'WHERE THERE IS ALWAYS A RANGER ON DUTY.
 CF0328'
 CF0328'NOTE--STATION MARK IS STAMPED CHIRICAQUA, BUT ORDINARILY IS
 CF0328'SPELLED CHIRICAHUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0500 ***********************************************************************
 DU0500  DESIGNATION -  CHISELED SQUARE
 DU0500  PID         -  DU0500
 DU0500  STATE/COUNTY-  AZ/PINAL
 DU0500  USGS QUAD   -  GRAYBACK (1964)
 DU0500
 DU0500                         *CURRENT SURVEY CONTROL
 DU0500  ___________________________________________________________________
 DU0500* NAD 83(1986)-  33 06 06.     (N)    111 01 13.     (W)     SCALED    
 DU0500* NAVD 88     -       536.39   (+/-2cm)    1759.8    (feet)  VERTCON   
 DU0500  ___________________________________________________________________
 DU0500  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DU0500
 DU0500  VERT ORDER  -  ? (See Below)
 DU0500
 DU0500.The horizontal coordinates were scaled from a topographic map and have
 DU0500.an estimated accuracy of +/- 6 seconds.
 DU0500
 DU0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0500.The vertical order pertains to the NGVD 29 superseded value.
 DU0500
 DU0500.The geoid height was determined by GEOID03.
 DU0500
 DU0500;                    North         East    Units  Estimated Accuracy
 DU0500;SPC AZ C     -   233,380.      297,030.      MT  (+/- 180 meters Scaled)
 DU0500
 DU0500                          SUPERSEDED SURVEY CONTROL
 DU0500
 DU0500  NGVD 29 (??/??/92)  535.764  (m)         1757.75   (f) ADJ UNCH    ?  
 DU0500
 DU0500.Superseded values are not recommended for survey control.
 DU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0500.See file dsdata.txt to determine how the superseded data were derived.
 DU0500
 DU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB981625(NAD 83)
 DU0500_MARKER: Q = CHISELED SQUARE
 DU0500_SETTING: 80 = SET IN A BOULDER
 DU0500_SP_SET: BOULDER
 DU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0500+STABILITY: SURFACE MOTION
 DU0500
 DU0500  HISTORY     - Date     Condition        Report By
 DU0500  HISTORY     - UNK      MONUMENTED       USGS
 DU0500  HISTORY     - 1942     MARK NOT FOUND   NGS
 DU0500
 DU0500                          STATION DESCRIPTION
 DU0500
 DU0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DU0500'IN WOOLEY.
 DU0500'AT WOOLEY, PINAL COUNTY, 400 FEET WEST OF THE SOUTHERN PACIFIC CO.
 DU0500'RAILROAD STATION SIGN, IN THE SOUTHWEST CORNER OF A DIRT-ROAD
 DU0500'CROSSING, AND ON A LARGE GRANITE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0617 ***********************************************************************
 FP0617  DESIGNATION -  CHIZZI
 FP0617  PID         -  FP0617
 FP0617  STATE/COUNTY-  AZ/APACHE
 FP0617  USGS QUAD   -  BEESHSIKAD SPRING (1972)
 FP0617
 FP0617                         *CURRENT SURVEY CONTROL
 FP0617  ___________________________________________________________________
 FP0617* NAD 83(1992)-  35 53 54.88502(N)    109 57 43.22192(W)     ADJUSTED  
 FP0617* NAVD 88     -      2235.2    (meters)    7333.     (feet)  VERTCON   
 FP0617  ___________________________________________________________________
 FP0617  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 FP0617  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0617
 FP0617  HORZ ORDER  -  FIRST
 FP0617
 FP0617.The horizontal coordinates were established by classical geodetic methods
 FP0617.and adjusted by the National Geodetic Survey in August 1993..
 FP0617
 FP0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0617
 FP0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0617
 FP0617.The geoid height was determined by GEOID03.
 FP0617
 FP0617;                    North         East     Units Scale Factor Converg.
 FP0617;SPC AZ E     -   543,279.904   231,834.716   MT  0.99990420   +0 07 12.0
 FP0617;SPC AZ E     - 1,782,414.38    760,612.59   iFT  0.99990420   +0 07 12.0
 FP0617;UTM  12      - 3,973,197.054   593,673.178   MT  0.99970812   +0 36 31.2
 FP0617
 FP0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0617!SPC AZ E     -   0.99965256  x   0.99990420  =   0.99955679
 FP0617!UTM  12      -   0.99965256  x   0.99970812  =   0.99936078
 FP0617
 FP0617:                Primary Azimuth Mark                     Grid Az
 FP0617:SPC AZ E     -  CHIZZI AZ MK                             150 22 00.6
 FP0617:UTM  12      -  CHIZZI AZ MK                             149 52 41.4
 FP0617
 FP0617|---------------------------------------------------------------------|
 FP0617| PID    Reference Object                     Distance      Geod. Az  |
 FP0617|                                                           dddmmss.s |
 FP0617| CD3240 CHIZZI AZ MK                                       1502912.6 |
 FP0617| CD3241 CHIZZI RM 1                          14.180 METERS 18326     |
 FP0617| CD3242 CHIZZI RM 2                          14.705 METERS 30718     |
 FP0617|---------------------------------------------------------------------|
 FP0617
 FP0617                          SUPERSEDED SURVEY CONTROL
 FP0617
 FP0617  NAD 83(1986)-  35 53 54.88744(N)    109 57 43.22139(W) AD(       ) 1
 FP0617  NAD 27      -  35 53 54.86400(N)    109 57 40.80300(W) AD(       ) 1
 FP0617  NGVD 29 (07/19/86) 2234.2    (m)         7330.     (f) VERT ANG       
 FP0617
 FP0617.Superseded values are not recommended for survey control.
 FP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0617.See file dsdata.txt to determine how the superseded data were derived.
 FP0617
 FP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9367373197(NAD 83)
 FP0617_MARKER: DS = TRIANGULATION STATION DISK
 FP0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0617
 FP0617  HISTORY     - Date     Condition        Report By
 FP0617  HISTORY     - 1951     MONUMENTED       CGS
 FP0617  HISTORY     - 1954     GOOD             BAKER
 FP0617  HISTORY     - 1955     GOOD             CGS
 FP0617  HISTORY     - 1972     GOOD             USGS
 FP0617
 FP0617                          STATION DESCRIPTION
 FP0617
 FP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0617'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW TIMBERED
 FP0617'RIDGE.  IT IS ABOUT 16 MILES AIRLINE, EAST-NORTHEAST OF KEAMS
 FP0617'CANYON, ABOUT 12 MILES AIRLINE, NORTHWEST OF STEAMBOAT CANYON
 FP0617'TRADING POST AND ABOUT 25 MILES AIRLINE, NORTHWEST OF GANADO.
 FP0617'
 FP0617'THE STATION IS A STANDARD DISK STAMPED CHIZZI 1951 SET IN
 FP0617'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0617'4 INCHES.  IT IS 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FP0617'
 FP0617'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHIZZI
 FP0617'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FP0617'WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN
 FP0617'THE STATION.
 FP0617'
 FP0617'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHIZZI
 FP0617'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FP0617'WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN
 FP0617'THE STATION.
 FP0617'
 FP0617'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIZZI 1951 SET
 FP0617'IN THE TOP OF A INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0617'ABOUT 4 INCHES.  IT IS 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FP0617'TRACK ROAD.
 FP0617'
 FP0617'TO REACH THE STATION FROM STEAMBOAT CANYON TRADING POST, GO
 FP0617'WEST ON THE MAIN ROAD FOR 8.3 MILES TO A SIDE ROAD ON THE RIGHT.
 FP0617'TAKE THE SIDE ROAD AND GO NORTH UP A SMALL VALLEY FOR 2.4
 FP0617'MILES.  TAKE THE LEFT FORK AND CONTINUE NORTH ON THE MAIN
 FP0617'TRAVELED ROAD FOR 0.4 MILE.  TAKE THE RIGHT FORK AND GO
 FP0617'0.9 MILE.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A DAM
 FP0617'ON THE RIGHT SIDE OF THE ROAD.  CONTINUE EASTERLY FOR 1.4
 FP0617'MILES.  TAKE THE RIGHT FORK, PASSING TO THE RIGHT OF THREE
 FP0617'HOGANS AND GO 1.0 MILE TO THREE HOGANS ON THE RIGHT,
 FP0617'NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTH ON THE MAIN TRACK
 FP0617'ROAD FOR 1.3 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT
 FP0617'AHEAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO 0.3 MILE.
 FP0617'TAKE THE LEFT FORK AND GO 1.9 MILES TO A CROSS ROAD.
 FP0617'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A CROSS ROAD.
 FP0617'TURN SHARP LEFT AND GO SOUTHWEST ON THE MAIN TRACK ROAD
 FP0617'FOR 4.0 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 FP0617'THE ROAD AND A TRACK ROAD ON THE RIGHT SIDE OF THE ROAD.
 FP0617'TAKE THE TRACK ROAD AND GO NORTHWEST FOR 0.4 MILE TO THE HIGHEST
 FP0617'POINT OF THE RIDGE AND THE STATION.  TAKE A FOUR-WHEEL DRIVE
 FP0617'TRUCK TO GET THE LAST 0.4 MILE TO THE STATION.
 FP0617'
 FP0617'HEIGHT OF LIGHT ABOVE STATION MARK 6.06 METERS.
 FP0617
 FP0617                          STATION RECOVERY (1954)
 FP0617
 FP0617'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (WGR)
 FP0617'FOUND AS DESCRIBED.  ALL REFERENCE MARKS RECOVERED.  AZIMUTH
 FP0617'MARK RECOVERED.  CONDITION - GOOD.
 FP0617
 FP0617                          STATION RECOVERY (1955)
 FP0617
 FP0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FP0617'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FP0617'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DECRIPTION
 FP0617'BY W.R.H. IN 1951 IS ADEQUATE.
 FP0617
 FP0617                          STATION RECOVERY (1972)
 FP0617
 FP0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0617'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 FP0617'LIST 35 109 4 STATION 1002.  ALL MARKS IN GOOD CONDITION.
 FP0617'NEW TO REACH FOLLOWS--
 FP0617'
 FP0617'TO REACH FROM THE TRADING POST AT STEAMBOAT, PROCEED W. ON
 FP0617'STATE HIGHWAY 264 FOR 7.90 MI TO RD. RIGHT.  TURN RIGHT FOR
 FP0617'0.20 MI TO A RD. FK.  TAKE RIGHT FORK FOR 0.60 MI TO A RD. FK.
 FP0617'TURN RIGHT AND TRAVEL 0.40 MI TO ANOTHER FORK.  TAKE
 FP0617'RIGHT FORK FOR 1.60 MI TO A RD. FK.  TAKE LEFT FORK FOR 0.60
 FP0617'MI TO RD. FK.  TAKE LEFT FORK FOR 1.70 MI TO RD. FK.  TAKE
 FP0617'RIGHT FORK FOR 0.30 MI TO X-RDS.  PROCEED STRAIGHT AHEAD 0.55
 FP0617'MI TO A X-RD.  TRAVEL STRAIGHT AHEAD TO A X-RD. BY A DAM.
 FP0617'TRAVEL STRAIGHT AHEAD 0.30 MI TO RD. FK.  TAKE RIGHT FORK FOR
 FP0617'1.20 MI TO RD. FK.  TAKE LEFT FORK FOR 0.25 MI TO RD. FK.  TAKE
 FP0617'LEFT FORK FOR 0.15 MI TO A RD. INTERSECTION.  TURN RIGHT
 FP0617'AT THE INTERSECTINFOR 0.85 MI TO RD. FK.  TAKE RIGHT FORK
 FP0617'FOR 1.00 MI TO RD. FK.  TAKE RIGHT FORK FOR 2.25 MI TO A RD.
 FP0617'FK.  TAKE RIGHT FORK FOR 0.80 MI TO RD. INTERSECTION.  TURN
 FP0617'RIGHT AT THE INTERSECTION FOR 0.85 MI TO THE AZIMUTH MARK
 FP0617'AND A DIM TRACK RD. TO THE RIGHT.  TURN RIGHT ON DIM RD. 0.4
 FP0617'MI THROUGH THE TREES TO THE TOP AND STATION.  A 4 WHEEL
 FP0617'DRIVE RECOMMENDED FOR THE LAST 0.4 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1066 ***********************************************************************
 FS1066  DESIGNATION -  CHLOR
 FS1066  PID         -  FS1066
 FS1066  STATE/COUNTY-  AZ/MOHAVE
 FS1066  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1066
 FS1066                         *CURRENT SURVEY CONTROL
 FS1066  ___________________________________________________________________
 FS1066* NAD 83(1992)-  35 23 47.52519(N)    114 15 32.23289(W)     ADJUSTED  
 FS1066* NAVD 88     -      1080.82   (+/-2cm)    3546.0    (feet)  VERTCON   
 FS1066  ___________________________________________________________________
 FS1066  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 FS1066  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS1066
 FS1066  HORZ ORDER  -  THIRD
 FS1066  VERT ORDER  -  THIRD ? (See Below)
 FS1066
 FS1066.The horizontal coordinates were established by classical geodetic methods
 FS1066.and adjusted by the National Geodetic Survey in August 1993..
 FS1066
 FS1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1066.The vertical order pertains to the NGVD 29 superseded value.
 FS1066
 FS1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1066
 FS1066.The geoid height was determined by GEOID03.
 FS1066
 FS1066;                    North         East     Units Scale Factor Converg.
 FS1066;SPC AZ W     -   487,698.252   167,126.693   MT  0.99995967   -0 17 41.3
 FS1066;SPC AZ W     - 1,600,059.88    548,315.92   iFT  0.99995967   -0 17 41.3
 FS1066;UTM  11      - 3,920,469.446   748,943.872   MT  1.00036379   +1 35 18.7
 FS1066
 FS1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1066!SPC AZ W     -   0.99983484  x   0.99995967  =   0.99979452
 FS1066!UTM  11      -   0.99983484  x   1.00036379  =   1.00019857
 FS1066
 FS1066:                Primary Azimuth Mark                     Grid Az
 FS1066:SPC AZ W     -  POLE ON HILL                             042 20 27.3
 FS1066:UTM  11      -  POLE ON HILL                             040 27 27.3
 FS1066
 FS1066|---------------------------------------------------------------------|
 FS1066| PID    Reference Object                     Distance      Geod. Az  |
 FS1066|                                                           dddmmss.s |
 FS1066| FS1039 POLE ON HILL                        APPROX. 7.3 KM 0420246.0 |
 FS1066| CC4494 CHLOR RM 1                            9.481 METERS 13511     |
 FS1066| CC4493 CHLOR AZ MK                                        1602904.8 |
 FS1066| FS1069 BLACK CAIRN                         APPROX.11.5 KM 2481944.6 |
 FS1066| CC4495 CHLOR RM 2                           11.576 METERS 34204     |
 FS1066|---------------------------------------------------------------------|
 FS1066
 FS1066                          SUPERSEDED SURVEY CONTROL
 FS1066
 FS1066  NAD 83(1986)-  35 23 47.52169(N)    114 15 32.23090(W) AD(       ) 3
 FS1066  NAD 27      -  35 23 47.54900(N)    114 15 29.38600(W) AD(       ) 3
 FS1066  NGVD 29 (11/23/90) 1080.00   (m)         3543.3    (f) LEVELING    3  
 FS1066
 FS1066.Superseded values are not recommended for survey control.
 FS1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1066.See file dsdata.txt to determine how the superseded data were derived.
 FS1066
 FS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4894420469(NAD 83)
 FS1066_MARKER: DS = TRIANGULATION STATION DISK
 FS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1066+STABILITY: SURFACE MOTION
 FS1066
 FS1066  HISTORY     - Date     Condition        Report By
 FS1066  HISTORY     - 1948     MONUMENTED       CGS
 FS1066  HISTORY     - 1955     GOOD             CGS
 FS1066  HISTORY     - 1968     GOOD             AZHD
 FS1066  HISTORY     - 1981     GOOD             AZDT
 FS1066
 FS1066                          STATION DESCRIPTION
 FS1066
 FS1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1066'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 93-466 AND
 FS1066'ABOUT 50 YARDS SOUTH OF STATE HIGHWAY 62.
 FS1066'
 FS1066'TO REACH THE STATION FROM CHLORIDE GO WESTERLY ON STATE HIGHWAY
 FS1066'62 FOR 3.7 MILES TO JUNCTION WITH U.S. HIGHWAY 93-466 AND
 FS1066'STATION ABOUT 50 YARDS SOUTH NEAR FENCE LINE.  FROM THE DEPOT
 FS1066'IN KINGMAN GO NORTHERLY ON U.S. HIGHWAY 93-466 FOR 19.1 MILES
 FS1066'TO THE STATION ON THE RIGHT.
 FS1066'
 FS1066'THE STATION IS A STANDARD BRONZE DISK SET IN A 12 X 12 INCH
 FS1066'CONCRETE POST PROJECTING ABOUT 4 INCHES, AND IS ABOUT 8 FEET
 FS1066'WEST OF A FENCE LINE AND ABOUT 100 FEET EAST OF U.S. HIGHWAY
 FS1066'93-466 AND ABOUT 50 YARDS SOUTH OF STATE HIGHWAY 62.  IT IS
 FS1066'STAMPED CHLOR 1947.
 FS1066'
 FS1066'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 FS1066'3 FEET BELOW THE GROUND SURFACE.  IT IS STAMPED CHLOR 1947.
 FS1066'
 FS1066'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1066'IN A 12 X 12 INCH POST PROJECTING ABOUT 4 INCHES, AND IS ABOUT
 FS1066'THE SAME ELEVATION AS THE STATION, 1-1/2 FEET WEST OF THE
 FS1066'FENCE LINE.  IT IS STAMPED CHLOR NO 1 1947.
 FS1066'
 FS1066'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1066'IN A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES, 1
 FS1066'FEET WEST OF A FENCE LINE AND IS ABOUT THE SAME ELEVATION AS
 FS1066'THE STATION.  IT IS STAMPED CHLOR NO 2 1947.
 FS1066'
 FS1066'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 12 X 12
 FS1066'INCH CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT EAST
 FS1066'OF A FENCE LINE ON THE WEST SIDE OF THE HIGHWAY, AND IS 0.2
 FS1066'MILE EAST SOUTHEAST OF THE STATION.  IT IS STAMPED CHLOR 1947.
 FS1066
 FS1066                          STATION RECOVERY (1955)
 FS1066
 FS1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1066'RECOVERED - THE STATION, THE REFERENCE MARKS AND THE AZIMUTH
 FS1066'MARK WERE RECOVERED IN GOOD CONDITION--THE DESCRIPTION IS
 FS1066'ADEQUATE AND CORRECT.
 FS1066
 FS1066                          STATION RECOVERY (1968)
 FS1066
 FS1066'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1066'GENERAL LOCATION THE STATION, THE REFERENCE MARKS AND THE
 FS1066'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 FS1066'IS ADEQUATE AND CORRECT.
 FS1066
 FS1066                          STATION RECOVERY (1981)
 FS1066
 FS1066'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1066'THE STATION MARK, REFERENCE MARKS AND AZ1MUTH MARK WERE RECOVERED AS
 FS1066'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 FS1066'FOLLOWS.
 FS1066'
 FS1066'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1066'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND
 FS1066'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1066'TRAFFIC INTERCHANGE, TRAVEL NORTH ALONG US 93 FOR 8.35 MILES TO
 FS1066'GRASSHOPPER JUNCTION.  THE STATION IS ON THE RIGHT 200 FEET SOUTH OF
 FS1066'A ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1348 ***********************************************************************
 FS1348  DESIGNATION -  CHLORIDE
 FS1348  PID         -  FS1348
 FS1348  STATE/COUNTY-  AZ/MOHAVE
 FS1348  USGS QUAD   -  CHLORIDE (1968)
 FS1348
 FS1348                         *CURRENT SURVEY CONTROL
 FS1348  ___________________________________________________________________
 FS1348* NAD 83(1992)-  35 25 37.54898(N)    114 14 35.60057(W)     ADJUSTED  
 FS1348* NAVD 88     -      1404.8    (meters)    4609.     (feet)  VERTCON   
 FS1348  ___________________________________________________________________
 FS1348  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 FS1348  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1348
 FS1348  HORZ ORDER  -  SECOND
 FS1348
 FS1348.The horizontal coordinates were established by classical geodetic methods
 FS1348.and adjusted by the National Geodetic Survey in August 1993..
 FS1348
 FS1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1348
 FS1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1348
 FS1348.The geoid height was determined by GEOID03.
 FS1348
 FS1348;                    North         East     Units Scale Factor Converg.
 FS1348;SPC AZ W     -   491,081.643   168,572.639   MT  0.99995804   -0 17 09.3
 FS1348;SPC AZ W     - 1,611,160.25    553,059.84   iFT  0.99995804   -0 17 09.3
 FS1348;UTM  11      - 3,923,899.949   750,278.347   MT  1.00037200   +1 35 55.8
 FS1348
 FS1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1348!SPC AZ W     -   0.99978399  x   0.99995804  =   0.99974204
 FS1348!UTM  11      -   0.99978399  x   1.00037200  =   1.00015591
 FS1348
 FS1348|---------------------------------------------------------------------|
 FS1348| PID    Reference Object                     Distance      Geod. Az  |
 FS1348|                                                           dddmmss.s |
 FS1348| CS4793 CHLORIDE RM 2                         5.229 METERS 08333     |
 FS1348| CS4792 CHLORIDE RM 1                         3.668 METERS 15800     |
 FS1348| FS1354 EL PICO                             APPROX. 6.8 KM 1754559.2 |
 FS1348|---------------------------------------------------------------------|
 FS1348
 FS1348                          SUPERSEDED SURVEY CONTROL
 FS1348
 FS1348  NAD 83(1986)-  35 25 37.54570(N)    114 14 35.59752(W) AD(       ) 2
 FS1348  NGVD 29 (11/23/90) 1403.9    (m)         4606.     (f) VERT ANG       
 FS1348
 FS1348.Superseded values are not recommended for survey control.
 FS1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1348.See file dsdata.txt to determine how the superseded data were derived.
 FS1348
 FS1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5027823900(NAD 83)
 FS1348_MARKER: DS = TRIANGULATION STATION DISK
 FS1348_SETTING: 66 = SET IN ROCK OUTCROP
 FS1348_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1348+STABILITY: POSITION/ELEVATION WELL
 FS1348
 FS1348  HISTORY     - Date     Condition        Report By
 FS1348  HISTORY     - 1938     MONUMENTED       USGS
 FS1348  HISTORY     - 1981     GOOD             AZDT
 FS1348
 FS1348                          STATION DESCRIPTION
 FS1348
 FS1348'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1348'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 FS1348'DESCRIBED BY THE USGS IN 1965.
 FS1348'
 FS1348'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF CHLORIDE, 1.75 MILES
 FS1348'NORTHEAST OF U.S. HIGHWAY 93, ON THE TOP OF A PROMINENT HILL WHICH HAS
 FS1348'A LOWER PEAK ON THE SAME RIDGE.
 FS1348'
 FS1348'THE STATION MARK IS A USGS DISK STAMPED.  CHLORIDE 1938 VA 4612.  IT
 FS1348'IS SET IN A DRILL HOLE IN ROCK.
 FS1348'
 FS1348'REFERENCE MARK 1 IS A USGS DISK STAMPED, CHLORIDE NO 1 1938.
 FS1348'
 FS1348'REFERENCE MARK 2 IS A USGS DISK STAMPED, CHLORIDE NO 2 1938.
 FS1348'
 FS1348'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1348'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S.HIGHWAY 66.  TURN RIGHT AND
 FS1348'TRAVEL WEST ALONG U.S. 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND
 FS1348'I 40 TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 18.35 MILES TO
 FS1348'GRASSHOPPER JUNCTION, CONTINUE NORTH ALONG US 93 FOR 1.65 MILES TO A
 FS1348'BLADED ROAD ON THE RIGHT.  TURN RIGHT ALONG BLADED ROAD FOR 1.5 MILES
 FS1348'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT ALONG TRACK ROAD FOR 0.2
 FS1348'MILE, THEN TURN SOUTH ACROSS COUNTRY FOR 0.05 MILE TO A LARGE WASH AND
 FS1348'END OF TRUCK TRAVEL.  PACK SOUTHEAST TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0906 ***********************************************************************
 DW0906  DESIGNATION -  CHOCO
 DW0906  PID         -  DW0906
 DW0906  STATE/COUNTY-  AZ/YUMA
 DW0906  USGS QUAD   -  STONE CABIN (1990)
 DW0906
 DW0906                         *CURRENT SURVEY CONTROL
 DW0906  ___________________________________________________________________
 DW0906* NAD 83(1992)-  33 18 42.25118(N)    114 12 58.98135(W)     ADJUSTED  
 DW0906* NAVD 88     -       449.7    (meters)    1475.     (feet)  VERTCON   
 DW0906  ___________________________________________________________________
 DW0906  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DW0906  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DW0906
 DW0906  HORZ ORDER  -  SECOND
 DW0906
 DW0906.The horizontal coordinates were established by classical geodetic methods
 DW0906.and adjusted by the National Geodetic Survey in August 1993..
 DW0906
 DW0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0906
 DW0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0906
 DW0906.The geoid height was determined by GEOID03.
 DW0906
 DW0906;                    North         East     Units Scale Factor Converg.
 DW0906;SPC AZ W     -   256,427.529   169,931.565   MT  0.99995658   -0 15 22.1
 DW0906;SPC AZ W     -   841,297.67    557,518.26   iFT  0.99995658   -0 15 22.1
 DW0906;UTM  11      - 3,689,305.945   759,156.304   MT  1.00042813   +1 31 46.6
 DW0906
 DW0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0906!SPC AZ W     -   0.99993451  x   0.99995658  =   0.99989110
 DW0906!UTM  11      -   0.99993451  x   1.00042813  =   1.00036261
 DW0906
 DW0906:                Primary Azimuth Mark                     Grid Az
 DW0906:SPC AZ W     -  CHOCO AZ MK 2                            002 27 36.0
 DW0906:UTM  11      -  CHOCO AZ MK 2                            000 40 27.3
 DW0906
 DW0906|---------------------------------------------------------------------|
 DW0906| PID    Reference Object                     Distance      Geod. Az  |
 DW0906|                                                           dddmmss.s |
 DW0906| CE9125 CHOCO AZ MK 2                                      0021213.9 |
 DW0906| CE9126 CHOCO RM 1                           11.676 METERS 18123     |
 DW0906| DW0907 CHOCO RM 2                           10.340 METERS 27007     |
 DW0906| CE9124 CHOCO AZ MK                                        3553920.3 |
 DW0906|---------------------------------------------------------------------|
 DW0906
 DW0906                          SUPERSEDED SURVEY CONTROL
 DW0906
 DW0906  NAD 83(1986)-  33 18 42.24978(N)    114 12 58.98648(W) AD(       ) 2
 DW0906  NAD 27      -  33 18 42.12900(N)    114 12 56.19500(W) AD(       ) 2
 DW0906  NGVD 29 (07/19/86)  448.9    (m)         1473.     (f) VERT ANG       
 DW0906
 DW0906.Superseded values are not recommended for survey control.
 DW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0906.See file dsdata.txt to determine how the superseded data were derived.
 DW0906
 DW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5915689306(NAD 83)
 DW0906_MARKER: DS = TRIANGULATION STATION DISK
 DW0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0906
 DW0906  HISTORY     - Date     Condition        Report By
 DW0906  HISTORY     - 1949     MONUMENTED       CGS
 DW0906  HISTORY     - 1981     GOOD             NGS
 DW0906
 DW0906                          STATION DESCRIPTION
 DW0906
 DW0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0906'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE SOUTH OF QUARTZSITE
 DW0906'ALONG STATE HIGHWAY 95, ABOUT HALFWAY BETWEEN DUAL POWER LINE
 DW0906'POLES 561 AND 562, 24 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'8 FEET SOUTH-SOUTHWEST OF A 4X4 WITNESS POST, PROJECTS 4 INCHES
 DW0906'AND IS STAMPED, CHOCO 1949.
 DW0906'
 DW0906'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DW0906'AS THE STATION, 24 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'PROJECTS 4 INCHES AND IS STAMPED, CHOCO NO 1 1949.
 DW0906'
 DW0906'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DW0906'AS THE STATION, 12 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'PROJECTS 4 INCHES AND IS STAMPED, CHOCO NO 2 1949.
 DW0906'
 DW0906'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ALONG
 DW0906'STATE HIGHWAY 95, OPPOSITE POWER LINE POLE 558, 27 PACES
 DW0906'WEST OF THE CENTER LINE OF HIGHWAY, 6 FEET NORTH OF A 4 X 4
 DW0906'WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED, CHOCO 1949.
 DW0906'
 DW0906'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 DW0906'HIGHWAY 95 IN QUARTZSITE, GO SOUTH ON STATE HIGHWAY 95 FOR 24.2
 DW0906'MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF ROAD.
 DW0906'CONTINUE SOUTH FOR 0.45 MILE TO STATION ON THE LEFT, EAST,
 DW0906'SIDE OF ROAD.  A DRIVE STATION.
 DW0906
 DW0906                          STATION RECOVERY (1981)
 DW0906
 DW0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0906'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DW0906'GOOD CONDITION.  AZIMUTH MARK 2 IS EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW9022 ***********************************************************************
 DW9022  DESIGNATION -  CHOCOLATE
 DW9022  PID         -  DW9022
 DW9022  STATE/COUNTY-  AZ/LA PAZ
 DW9022  USGS QUAD   -  CIBOLA SE (1976)
 DW9022
 DW9022                         *CURRENT SURVEY CONTROL
 DW9022  ___________________________________________________________________
 DW9022* NAD 83(1992)-  33 16 45.81396(N)    114 33 47.57334(W)     ADJUSTED  
 DW9022* NAVD 88     -       774.5    (meters)    2541.     (feet)  VERTCON   
 DW9022  ___________________________________________________________________
 DW9022  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 DW9022  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DW9022
 DW9022  HORZ ORDER  -  THIRD
 DW9022
 DW9022.The horizontal coordinates were established by classical geodetic methods
 DW9022.and adjusted by the National Geodetic Survey in August 1993..
 DW9022
 DW9022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9022
 DW9022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9022
 DW9022.The geoid height was determined by GEOID03.
 DW9022
 DW9022;                    North         East     Units Scale Factor Converg.
 DW9022;SPC AZ W     -   253,038.468   137,606.923   MT  1.00000406   -0 26 46.5
 DW9022;SPC AZ W     -   830,178.70    451,466.28   iFT  1.00000406   -0 26 46.5
 DW9022;UTM  11      - 3,684,910.195   726,941.588   MT  1.00023503   +1 20 15.7
 DW9022
 DW9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9022!SPC AZ W     -   0.99988358  x   1.00000406  =   0.99988764
 DW9022!UTM  11      -   0.99988358  x   1.00023503  =   1.00011859
 DW9022
 DW9022                          SUPERSEDED SURVEY CONTROL
 DW9022
 DW9022  NAD 83(1986)-  33 16 45.81733(N)    114 33 47.58051(W) AD(       ) 3
 DW9022  NGVD 29 (04/26/91)  773.8    (m)         2539.     (f) VERT ANG       
 DW9022
 DW9022.Superseded values are not recommended for survey control.
 DW9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9022.See file dsdata.txt to determine how the superseded data were derived.
 DW9022
 DW9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2694284910(NAD 83)
 DW9022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW9022_SETTING: 80 = SET IN A BOULDER
 DW9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9022+STABILITY: SURFACE MOTION
 DW9022
 DW9022  HISTORY     - Date     Condition        Report By
 DW9022  HISTORY     - UNK      MONUMENTED
 DW9022  HISTORY     - 1964     GOOD             USGS
 DW9022
 DW9022                          STATION DESCRIPTION
 DW9022
 DW9022'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DW9022'RECOVERED IN GOOD CONDITION.
 DW9022'
 DW9022'LOCATED ABOUT 39 MI N. OF YUMA, ABOUT 23 MI S. OF BLYTHE,
 DW9022'CALIFORNIA.  ON HIGHEST PEAK OF CHOCOLATE MTNS.  ANOTHER PROMINENT
 DW9022'PEAK ABOUT 200 YARDS TO N. IS MARKED BY A HOLE PASSING THROUGH
 DW9022'THE PEAK AND IS KNOWN AS THE NEEDLES EYE.
 DW9022'
 DW9022'REACHED BY HELICOPTER.
 DW9022'
 DW9022'NOTE--CAIRN OVER STATION MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2113 ***********************************************************************
 DU2113  DESIGNATION -  CHOLLA
 DU2113  PID         -  DU2113
 DU2113  STATE/COUNTY-  AZ/PINAL
 DU2113  USGS QUAD   -  BLACKWATER (1981)
 DU2113
 DU2113                         *CURRENT SURVEY CONTROL
 DU2113  ___________________________________________________________________
 DU2113* NAD 83(1992)-  33 01 40.59589(N)    111 31 02.41767(W)     ADJUSTED  
 DU2113* NAVD 88     -       498.2    (meters)    1635.     (feet)  VERTCON   
 DU2113  ___________________________________________________________________
 DU2113  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DU2113  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2113
 DU2113  HORZ ORDER  -  SECOND
 DU2113
 DU2113.The horizontal coordinates were established by classical geodetic methods
 DU2113.and adjusted by the National Geodetic Survey in August 1993..
 DU2113
 DU2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2113
 DU2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2113
 DU2113.The geoid height was determined by GEOID03.
 DU2113
 DU2113;                    North         East     Units Scale Factor Converg.
 DU2113;SPC AZ C     -   224,921.130   250,663.150   MT  0.99991715   +0 13 03.6
 DU2113;SPC AZ C     -   737,930.22    822,385.66   iFT  0.99991715   +0 13 03.6
 DU2113;UTM  12      - 3,654,503.632   451,687.388   MT  0.99962878   -0 16 55.1
 DU2113
 DU2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2113!SPC AZ C     -   0.99992644  x   0.99991715  =   0.99984359
 DU2113!UTM  12      -   0.99992644  x   0.99962878  =   0.99955525
 DU2113
 DU2113|---------------------------------------------------------------------|
 DU2113| PID    Reference Object                     Distance      Geod. Az  |
 DU2113|                                                           dddmmss.s |
 DU2113| CH4979 CHOLLA RM 1                          10.977 METERS 10922     |
 DU2113| DU2070 ADAMS                               APPROX. 7.2 KM 1101219.3 |
 DU2113| CH4980 CHOLLA RM 2                           9.733 METERS 22355     |
 DU2113|---------------------------------------------------------------------|
 DU2113
 DU2113                          SUPERSEDED SURVEY CONTROL
 DU2113
 DU2113  NAD 83(1986)-  33 01 40.58831(N)    111 31 02.41859(W) AD(       ) 2
 DU2113  NAD 27      -  33 01 40.37102(N)    111 30 59.97110(W) AD(       ) 2
 DU2113  NGVD 29 (07/19/86)  497.7    (m)         1633.     (f) VERT ANG       
 DU2113
 DU2113.Superseded values are not recommended for survey control.
 DU2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2113.See file dsdata.txt to determine how the superseded data were derived.
 DU2113
 DU2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5168754504(NAD 83)
 DU2113_MARKER: DD = SURVEY DISK
 DU2113_SETTING: 66 = SET IN ROCK OUTCROP
 DU2113
 DU2113  HISTORY     - Date     Condition        Report By
 DU2113  HISTORY     - 1976     MONUMENTED       AZDT
 DU2113
 DU2113                          STATION DESCRIPTION
 DU2113
 DU2113'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2113'THE STATION IS LOCATED ABOUT 3.4 MILES NORTH-NORTHWEST OF
 DU2113'COOLIDGE ON THE HIGHEST POINT OF A CHOLLA COVERED RIDGE.
 DU2113'
 DU2113'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CHOLLA
 DU2113'P AND M GS 1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2113'OUTCROP.  THE STATION IS LOCATED ON THE HIGHEST POINT OF A CHOLLA
 DU2113'COVERED RIDGE.
 DU2113'
 DU2113'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2113'1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2113'
 DU2113'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2 1975
 DU2113'AND IS EPOXIED TO A ROCK OUTCROP.
 DU2113'
 DU2113'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS. 87 AND 287
 DU2113'NORTH OF COOLIDGE, GO NORTH ON ROAD FOR 1.1 MILES TO THE GILA
 DU2113'RIVER, CONTINUE NORTH FOR 0.1 MILE TO A TRAIL RIGHT (EAST).  GO
 DU2113'RIGHT ON TRAIL FOR 0.3 MILES TO A RAILROAD BRIDGE.  GO LEFT FOR
 DU2113'0.05 MILES TO TRAIL FORKS, TAKE LEFT FORK ALONG A 3 POLE POWER
 DU2113'LINE FOR 0.2 MILES AND PASS UNDER POWER LINE, CONTINUE ON TRAIL
 DU2113'FOR 0.04 MILES TO A DIKE ROAD.  TURN RIGHT AND CONTINUE FOR 0.3
 DU2113'MILES.  TURN LEFT AND CROSS OVER AN OLD RAILROAD BED AND INTO
 DU2113'AN ABANDONED QUARRY.  CONTINUE FOR 0.1 MILES BEARING LEFT ON
 DU2113'QUARRY ROAD AND END OF TRUCK TRAVEL.  PACK UP RIDGE SOUTHEAST
 DU2113'TO A SMALL SADDLE AND THEN NORTH TO THE STATION.  ABOUT A
 DU2113'10 MINUTE PACK.
 DU2113'
 DU2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2041 ***********************************************************************
 DV2041  DESIGNATION -  CHOLLA
 DV2041  PID         -  DV2041
 DV2041  STATE/COUNTY-  AZ/YAVAPAI
 DV2041  USGS QUAD   -  GOVERNORS PEAK (1978)
 DV2041
 DV2041                         *CURRENT SURVEY CONTROL
 DV2041  ___________________________________________________________________
 DV2041* NAD 83(1992)-  33 53 26.95021(N)    112 18 20.65753(W)     ADJUSTED  
 DV2041* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 DV2041  ___________________________________________________________________
 DV2041  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DV2041  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DV2041
 DV2041  HORZ ORDER  -  SECOND
 DV2041
 DV2041.The horizontal coordinates were established by classical geodetic methods
 DV2041.and adjusted by the National Geodetic Survey in August 1993..
 DV2041
 DV2041.The orthometric height was scaled from a topographic map.
 DV2041
 DV2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2041
 DV2041.The geoid height was determined by GEOID03.
 DV2041
 DV2041;                    North         East     Units Scale Factor Converg.
 DV2041;SPC AZ C     -   320,612.740   177,373.282   MT  0.99991596   -0 13 01.0
 DV2041;SPC AZ C     - 1,051,879.07    581,933.34   iFT  0.99991596   -0 13 01.0
 DV2041;UTM  12      - 3,750,817.610   379,259.871   MT  0.99977971   -0 43 41.5
 DV2041
 DV2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2041!SPC AZ C     -   0.99990026  x   0.99991596  =   0.99981623
 DV2041!UTM  12      -   0.99990026  x   0.99977971  =   0.99967999
 DV2041
 DV2041:                Primary Azimuth Mark                     Grid Az
 DV2041:SPC AZ C     -  BARRY                                    109 11 37.3
 DV2041:UTM  12      -  BARRY                                    109 42 17.8
 DV2041
 DV2041|---------------------------------------------------------------------|
 DV2041| PID    Reference Object                     Distance      Geod. Az  |
 DV2041|                                                           dddmmss.s |
 DV2041| DV2042 BARRY                               APPROX. 2.3 KM 1085836.3 |
 DV2041| DV2030 PYRAMID PEAK                        APPROX.19.7 KM 1440334.7 |
 DV2041|---------------------------------------------------------------------|
 DV2041
 DV2041                          SUPERSEDED SURVEY CONTROL
 DV2041
 DV2041  NAD 83(1986)-  33 53 26.94601(N)    112 18 20.66158(W) AD(       ) 2
 DV2041  NAD 27      -  33 53 26.82000(N)    112 18 18.06000(W) AD(       ) 2
 DV2041
 DV2041.Superseded values are not recommended for survey control.
 DV2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2041.See file dsdata.txt to determine how the superseded data were derived.
 DV2041
 DV2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7926050818(NAD 83)
 DV2041_MARKER: DS = TRIANGULATION STATION DISK
 DV2041_SETTING: 0 = UNSPECIFIED SETTING
 DV2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2041
 DV2041  HISTORY     - Date     Condition        Report By
 DV2041  HISTORY     - 1924     MONUMENTED       CGS
 DV2041
 DV2041                          STATION DESCRIPTION
 DV2041
 DV2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2041'ABOUT 30 MILES NORTH AND 12 MILES WEST OF PHOENIX, 2-1/2
 DV2041'MILES NORTHWEST OF FROG TANKS DAM SITE, 1-1/2 MILES WEST OF
 DV2041'THE SULLIVAN RANCH ON THE AGUA FRIA RIVER, AND ON THE SUMMIT
 DV2041'OF THE FIRST CONICAL HILL WEST OF THE AGUA FRIA AND SOUTH OF
 DV2041'CASTLE CREEK.  HILL IS OF MALPAIS FORMATION AND COVERED WITH
 DV2041'A DENSE GROWTH OF CHOLLAS.  MARKED BY A STANDARD BRONZE DISK
 DV2041'SET IN MALPAIS ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1270 ***********************************************************************
 DA1270  DESIGNATION -  CHOLLA
 DA1270  PID         -  DA1270
 DA1270  STATE/COUNTY-  AZ/PIMA
 DA1270  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA1270
 DA1270                         *CURRENT SURVEY CONTROL
 DA1270  ___________________________________________________________________
 DA1270* NAD 83(1992)-  32 28 36.71711(N)    113 19 10.45711(W)     ADJUSTED  
 DA1270* NAVD 88     -       646.6    (meters)    2121.     (feet)  VERTCON   
 DA1270  ___________________________________________________________________
 DA1270  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DA1270  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA1270
 DA1270  HORZ ORDER  -  THIRD
 DA1270
 DA1270.The horizontal coordinates were established by classical geodetic methods
 DA1270.and adjusted by the National Geodetic Survey in August 1993..
 DA1270
 DA1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1270
 DA1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1270
 DA1270.The geoid height was determined by GEOID03.
 DA1270
 DA1270;                    North         East     Units Scale Factor Converg.
 DA1270;SPC AZ C     -   164,608.835    81,493.381   MT  1.00011436   -0 45 12.3
 DA1270;SPC AZ C     -   540,055.23    267,366.74   iFT  1.00011436   -0 45 12.3
 DA1270;UTM  12      - 3,595,664.721   282,020.220   MT  1.00018596   -1 14 45.6
 DA1270
 DA1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1270!SPC AZ C     -   0.99990355  x   1.00011436  =   1.00001790
 DA1270!UTM  12      -   0.99990355  x   1.00018596  =   1.00008949
 DA1270
 DA1270:                Primary Azimuth Mark                     Grid Az
 DA1270:SPC AZ C     -  GRANITE                                  169 23 07.4
 DA1270:UTM  12      -  GRANITE                                  169 52 40.7
 DA1270
 DA1270|---------------------------------------------------------------------|
 DA1270| PID    Reference Object                     Distance      Geod. Az  |
 DA1270|                                                           dddmmss.s |
 DA1270| DA1414 GRANITE                             APPROX. 5.6 KM 1683755.1 |
 DA1270|---------------------------------------------------------------------|
 DA1270
 DA1270                          SUPERSEDED SURVEY CONTROL
 DA1270
 DA1270  NAD 83(1986)-  32 28 36.69909(N)    113 19 10.46041(W) AD(       ) 3
 DA1270  NGVD 29 (06/20/88)  646.0    (m)         2119.     (f) VERT ANG       
 DA1270
 DA1270.Superseded values are not recommended for survey control.
 DA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1270.See file dsdata.txt to determine how the superseded data were derived.
 DA1270
 DA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8202095665(NAD 83)
 DA1270_MARKER: DS = TRIANGULATION STATION DISK
 DA1270_SETTING: 80 = SET IN A BOULDER
 DA1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1270+STABILITY: SURFACE MOTION
 DA1270
 DA1270  HISTORY     - Date     Condition        Report By
 DA1270  HISTORY     - 1948     MONUMENTED       USGS
 DA1270  HISTORY     - 1962     GOOD             AMS
 DA1270
 DA1270                          STATION DESCRIPTION
 DA1270
 DA1270'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1270'LOCATED ABOUT 8.0 MI SSE. OF SOUTH END OF AGUILA MTNS., 3.5 MI
 DA1270'SW. OF TONY TANK.  AT NORTH END OF GRANITE MTNS., ON HIGHEST POINT
 DA1270'OF NORTH END OF MOUNTAIN RANGE.
 DA1270'
 DA1270'TO REACH FROM GILA BEND, DRIVE 33.6 MI SW. ALONG STATE HWY. 85 TO
 DA1270'RD. NW. ABOUT 500 FT S. OF BRIDGE.  FOLLOW MAIN RD. NW. 21.0 MI TO
 DA1270'RD. FORKS.  TAKE WEST FORK 6.6 MI TO Y-RD.  FOLLOW SOUTH FORK 2.0
 DA1270'MI TO FOOT OF NORTH SIDE OF SMALL BLACK HILL.  THEN CROSS-COUNTRY
 DA1270'W. TO BASE OF MOUNTAIN.  PACK UP DRAIN AND RIDGE TO HIGHEST POINT
 DA1270'AND STATION.  ABOUT A 1-1/2 HOUR PACK.  (4-WHEEL DRIVE REQUIRED
 DA1270'FROM POINT ON NORTH SIDE OF SMALL BLACK HILL TO BASE OF MOUNTAIN)
 DA1270'
 DA1270'STATION MARK--STANDARD TABLET STAMPED---CHOLLA 1948---, CEMENTED IN
 DA1270'TOP OF NATURALLY-EMBEDDED GRANITE ROCK.
 DA1270'
 DA1270'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN
 DA1270'BEDROCK.
 DA1270'
 DA1270'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN
 DA1270'BEDROCK.
 DA1270
 DA1270                          STATION RECOVERY (1962)
 DA1270
 DA1270'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1270'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0666 ***********************************************************************
 DA0666  DESIGNATION -  CHOP
 DA0666  PID         -  DA0666
 DA0666  STATE/COUNTY-  AZ/MARICOPA
 DA0666  USGS QUAD   -  GILA BEND (1973)
 DA0666
 DA0666                         *CURRENT SURVEY CONTROL
 DA0666  ___________________________________________________________________
 DA0666* NAD 83(1992)-  32 55 04.39244(N)    112 38 08.39670(W)     ADJUSTED  
 DA0666* NAVD 88     -       285.44   (+/-2cm)     936.5    (feet)  VERTCON   
 DA0666  ___________________________________________________________________
 DA0666  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DA0666  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0666
 DA0666  HORZ ORDER  -  SECOND
 DA0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0666
 DA0666.The horizontal coordinates were established by classical geodetic methods
 DA0666.and adjusted by the National Geodetic Survey in August 1993..
 DA0666
 DA0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0666.The vertical order pertains to the NGVD 29 superseded value.
 DA0666
 DA0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0666
 DA0666.The geoid height was determined by GEOID03.
 DA0666
 DA0666;                    North         East     Units Scale Factor Converg.
 DA0666;SPC AZ C     -   212,875.102   146,111.049   MT  0.99995574   -0 23 26.7
 DA0666;SPC AZ C     -   698,409.13    479,366.96   iFT  0.99995574   -0 23 26.7
 DA0666;UTM  12      - 3,643,370.523   347,052.969   MT  0.99988844   -0 53 20.6
 DA0666
 DA0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0666!SPC AZ C     -   0.99996009  x   0.99995574  =   0.99991583
 DA0666!UTM  12      -   0.99996009  x   0.99988844  =   0.99984853
 DA0666
 DA0666|---------------------------------------------------------------------|
 DA0666| PID    Reference Object                     Distance      Geod. Az  |
 DA0666|                                                           dddmmss.s |
 DA0666| DA0665 CHOP RM 1                            17.474 METERS 09856     |
 DA0666| DA0668 P 354                                              2792233.7 |
 DA0666| DA0667 CHOP RM 2                            15.842 METERS 29136     |
 DA0666|---------------------------------------------------------------------|
 DA0666
 DA0666                          SUPERSEDED SURVEY CONTROL
 DA0666
 DA0666  NAD 83(1986)-  32 55 04.38436(N)    112 38 08.40085(W) AD(       ) 2
 DA0666  NAD 27      -  32 55 04.22760(N)    112 38 05.81480(W) AD(       ) 2
 DA0666  NGVD 29 (??/??/92)  284.819  (m)          934.44   (f) ADJ UNCH    2 0
 DA0666
 DA0666.Superseded values are not recommended for survey control.
 DA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0666.See file dsdata.txt to determine how the superseded data were derived.
 DA0666
 DA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4705343371(NAD 83)
 DA0666_MARKER: DE = TRAVERSE STATION DISK
 DA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0666_STAMPING: CHOP 1960
 DA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0666+STABILITY: SURFACE MOTION
 DA0666
 DA0666  HISTORY     - Date     Condition        Report By
 DA0666  HISTORY     - 1960     MONUMENTED       CGS
 DA0666  HISTORY     - 1960     GOOD             CGS
 DA0666
 DA0666                          STATION DESCRIPTION
 DA0666
 DA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0666'THE STATION IS 4.45 MILES EASTERLY ALONG STATE HIGHWAY 84
 DA0666'(INTERSTATE 8) FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DA0666'HIGHWAY 84, 1.0 MILE EAST OF GILA BEND, ABOUT 325 FEET NORTHEAST
 DA0666'OF HIGHWAY MILE POST 125, 88 FEET NORTH OF THE CENTERLINE
 DA0666'OF THE WEST BOUND TRAFFIC LANE, 8.5 FEET SOUTH OF THE NORTH
 DA0666'RIGHT-OF-WAY FENCE AND 4.7 FEET NORTH OF A METAL WITNESS POST
 DA0666'WITH SIGN.
 DA0666'
 DA0666'THE STATION, WITH UNDERGROUND MARK, STAMPED CHOP 1960, IS
 DA0666'A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA0666'PROJECTING 4 INCHES.
 DA0666'
 DA0666'REFERENCE MARK NO. 1, STAMPED CHOP NO 1 1960, IS A STANDARD
 DA0666'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 DA0666'93 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 DA0666'LANE, 2.6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 DA0666'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0666'
 DA0666'REFERENCE MARK NO. 2, STAMPED CHOP NO 2 1960, IS A STANDARD
 DA0666'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DA0666'94 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 DA0666'LANE, 1.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 DA0666'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0666'
 DA0666'THE BENCH MARK (AZIMUTH MARK), STAMPED P 354 1960, IS A
 DA0666'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0666'6 INCHES, 0.4 MILE EAST OF HIGHWAY MILE POST 124, 95 FEET
 DA0666'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 72
 DA0666'FEET SOUTHWEST OF A PIPE CULVERT, 4.5 FEET WEST OF A METAL
 DA0666'WITNESS POST WITH SIGN AND 1.2 FEET NORTH OF THE SOUTH
 DA0666'RIGHT-OF-WAY FENCE.  TO REACH FROM THE STATION GO WEST ON THE
 DA0666'HIGHWAY 0.6 MILE TO THE MARK ON THE LEFT.
 DA0666'
 DA0666'2-WHEEL DRIVE.
 DA0666
 DA0666                          STATION RECOVERY (1960)
 DA0666
 DA0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0666'4.45 MI E FROM GILA BEND.
 DA0666'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0666'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 325 FEET NORTHEAST OF HIGHWAY
 DA0666'MILE POST 125, 88 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 DA0666'TRAFFIC LANE 57.33 FEET WEST OF R.M. 1, 51.97 FEET EAST OF R.M. 2, 8.5
 DA0666'FEET SOUTH OF A FENCE, 4.7 FEET NORTH OF A METAL WITNESS POST WITH
 DA0666'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0555 ***********************************************************************
 FQ0555  DESIGNATION -  CHOP
 FQ0555  PID         -  FQ0555
 FQ0555  STATE/COUNTY-  AZ/COCONINO
 FQ0555  USGS QUAD   -  WHITE HORSE HILLS (1974)
 FQ0555
 FQ0555                         *CURRENT SURVEY CONTROL
 FQ0555  ___________________________________________________________________
 FQ0555* NAD 83(1992)-  35 28 52.37352(N)    111 40 16.36029(W)     ADJUSTED  
 FQ0555* NAVD 88     -      2396.4    (meters)    7862.     (feet)  VERTCON   
 FQ0555  ___________________________________________________________________
 FQ0555  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FQ0555  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0555
 FQ0555  HORZ ORDER  -  THIRD
 FQ0555
 FQ0555.The horizontal coordinates were established by classical geodetic methods
 FQ0555.and adjusted by the National Geodetic Survey in August 1993..
 FQ0555
 FQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0555
 FQ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0555
 FQ0555.The geoid height was determined by GEOID03.
 FQ0555
 FQ0555;                    North         East     Units Scale Factor Converg.
 FQ0555;SPC AZ C     -   496,984.948   235,633.005   MT  0.99990611   +0 08 32.9
 FQ0555;SPC AZ C     - 1,630,528.04    773,074.16   iFT  0.99990611   +0 08 32.9
 FQ0555;UTM  12      - 3,926,617.106   439,111.149   MT  0.99964569   -0 23 22.6
 FQ0555
 FQ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0555!SPC AZ C     -   0.99962760  x   0.99990611  =   0.99953374
 FQ0555!UTM  12      -   0.99962760  x   0.99964569  =   0.99927342
 FQ0555
 FQ0555:                Primary Azimuth Mark                     Grid Az
 FQ0555:SPC AZ C     -  DEADMAN                                  137 18 12.7
 FQ0555:UTM  12      -  DEADMAN                                  137 50 08.2
 FQ0555
 FQ0555|---------------------------------------------------------------------|
 FQ0555| PID    Reference Object                     Distance      Geod. Az  |
 FQ0555|                                                           dddmmss.s |
 FQ0555| FQ0556 DEADMAN                             APPROX. 6.8 KM 1372645.6 |
 FQ0555|---------------------------------------------------------------------|
 FQ0555
 FQ0555                          SUPERSEDED SURVEY CONTROL
 FQ0555
 FQ0555  NAD 83(1986)-  35 28 52.37137(N)    111 40 16.36057(W) AD(       ) 3
 FQ0555  NGVD 29 (05/08/89) 2395.4    (m)         7859.     (f) VERT ANG       
 FQ0555
 FQ0555.Superseded values are not recommended for survey control.
 FQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0555.See file dsdata.txt to determine how the superseded data were derived.
 FQ0555
 FQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3911126617(NAD 83)
 FQ0555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0555_SETTING: 80 = SET IN A BOULDER
 FQ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0555+STABILITY: SURFACE MOTION
 FQ0555
 FQ0555  HISTORY     - Date     Condition        Report By
 FQ0555  HISTORY     - 1965     MONUMENTED       USGS
 FQ0555  HISTORY     - 1965     GOOD             USGS
 FQ0555
 FQ0555                          STATION DESCRIPTION
 FQ0555
 FQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0555'RECOVERED IN GOOD CONDITION.
 FQ0555'
 FQ0555'LOCATED ABOUT 19.5 MI N. OF FLAGSTAFF, 9.5 MI N. OF HUMPHREYS
 FQ0555'PEAK.  ON TIMBERED, VOLCANIC CONE.
 FQ0555'
 FQ0555'TO REACH FROM HWY. JCT. U.S. 66 AND STATE 89 IN FLAGSTAFF, DRIVE
 FQ0555'16.5 MI N. ON HWY. 89 TO T-RD. W. AND SIGN (DEADMAN LO - 6
 FQ0555'KENDRICK PARK - 1.5).  TURN LEFT AND FOLLOW MAIN-TRAVELED RD.,
 FQ0555'FOREST SERVICE RD. 514, 1.2 MI W. TO Y-RD. JCT. 514 AND 417,
 FQ0555'CONTINUE LEFT ON 514 1.6 MI TO Y-RD. JCT. 514 AND 418.  CONTINUE
 FQ0555'ON FS RD. 514 1 MI TO Y-RD. JCT., FOLLOW MAIN-TRAVELED RD. 514
 FQ0555'1.9 MI TO Y-RD. JCT. 514 AND 548 AND SIGN (1/2 INDIAN FLAT).  TURN
 FQ0555'RIGHT ON FS RD. 548 AND FOLLOW MAIN-TRAVELED RD. 1.6 MI TO 3-WAY
 FQ0555'RD. JCT. AND SIGN (INDIAN TANK 1/2 BONITA TANK 2 - MUD HEN TANK
 FQ0555'3).  TAKE MIDDLE RD. 0.8 MI TO CLEARING, CROSS CLEARING IN
 FQ0555'NORTHERLY DIRECTION 0.1 MI TO END OF TRUCK TRAVEL.  A 30-MINUTE
 FQ0555'PACK IN NORTHERLY DIRECTION TO TOP OF CONE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0665 ***********************************************************************
 DA0665  DESIGNATION -  CHOP RM 1
 DA0665  PID         -  DA0665
 DA0665  STATE/COUNTY-  AZ/MARICOPA
 DA0665  USGS QUAD   -  GILA BEND (1973)
 DA0665
 DA0665                         *CURRENT SURVEY CONTROL
 DA0665  ___________________________________________________________________
 DA0665* NAD 83(1986)-  32 55 04.     (N)    112 38 08.     (W)     SCALED    
 DA0665* NAVD 88     -       285.58   (+/-2cm)     936.9    (feet)  VERTCON   
 DA0665  ___________________________________________________________________
 DA0665  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0665
 DA0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0665
 DA0665.The horizontal coordinates were scaled from a topographic map and have
 DA0665.an estimated accuracy of +/- 6 seconds.
 DA0665
 DA0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0665.The vertical order pertains to the NGVD 29 superseded value.
 DA0665
 DA0665.The geoid height was determined by GEOID03.
 DA0665
 DA0665;                    North         East    Units  Estimated Accuracy
 DA0665;SPC AZ C     -   212,860.      146,120.      MT  (+/- 180 meters Scaled)
 DA0665
 DA0665                          SUPERSEDED SURVEY CONTROL
 DA0665
 DA0665  NGVD 29 (??/??/92)  284.961  (m)          934.91   (f) ADJ UNCH    2 0
 DA0665
 DA0665.Superseded values are not recommended for survey control.
 DA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0665.See file dsdata.txt to determine how the superseded data were derived.
 DA0665
 DA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB470433(NAD 83)
 DA0665_MARKER: DR = REFERENCE MARK DISK
 DA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0665_STAMPING: CHOP NO 1 1960
 DA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0665+STABILITY: SURFACE MOTION
 DA0665
 DA0665  HISTORY     - Date     Condition        Report By
 DA0665  HISTORY     - 1960     MONUMENTED       CGS
 DA0665
 DA0665                          STATION DESCRIPTION
 DA0665
 DA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0665'4.45 MI E FROM GILA BEND.
 DA0665'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0665'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 93 FEET NORTH OF THE CENTERLINE
 DA0665'OF THE WEST BOUND TRAFFIC LANE, 57.33 FEET EAST OF THE STATION MARK,
 DA0665'2.6 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0665'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0667 ***********************************************************************
 DA0667  DESIGNATION -  CHOP RM 2
 DA0667  PID         -  DA0667
 DA0667  STATE/COUNTY-  AZ/MARICOPA
 DA0667  USGS QUAD   -  GILA BEND (1973)
 DA0667
 DA0667                         *CURRENT SURVEY CONTROL
 DA0667  ___________________________________________________________________
 DA0667* NAD 83(1986)-  32 55 04.     (N)    112 38 08.     (W)     SCALED    
 DA0667* NAVD 88     -       285.37   (+/-2cm)     936.3    (feet)  VERTCON   
 DA0667  ___________________________________________________________________
 DA0667  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0667
 DA0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0667
 DA0667.The horizontal coordinates were scaled from a topographic map and have
 DA0667.an estimated accuracy of +/- 6 seconds.
 DA0667
 DA0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0667.The vertical order pertains to the NGVD 29 superseded value.
 DA0667
 DA0667.The geoid height was determined by GEOID03.
 DA0667
 DA0667;                    North         East    Units  Estimated Accuracy
 DA0667;SPC AZ C     -   212,860.      146,120.      MT  (+/- 180 meters Scaled)
 DA0667
 DA0667                          SUPERSEDED SURVEY CONTROL
 DA0667
 DA0667  NGVD 29 (??/??/92)  284.756  (m)          934.24   (f) ADJ UNCH    2 0
 DA0667
 DA0667.Superseded values are not recommended for survey control.
 DA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0667.See file dsdata.txt to determine how the superseded data were derived.
 DA0667
 DA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB470433(NAD 83)
 DA0667_MARKER: DR = REFERENCE MARK DISK
 DA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0667_STAMPING: CHOP NO 2 1960
 DA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0667+STABILITY: SURFACE MOTION
 DA0667
 DA0667  HISTORY     - Date     Condition        Report By
 DA0667  HISTORY     - 1960     MONUMENTED       CGS
 DA0667
 DA0667                          STATION DESCRIPTION
 DA0667
 DA0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0667'4.45 MI E FROM GILA BEND.
 DA0667'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0667'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 94 FEET NORTH OF THE CENTERLINE
 DA0667'OF THE WEST BOUND TRAFFIC LANE, 51.97 FEET WEST OF THE STATION MARK,
 DA0667'1.7 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0667'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1135 ***********************************************************************
 CG1135  DESIGNATION -  CHOULIC
 CG1135  PID         -  CG1135
 CG1135  STATE/COUNTY-  AZ/PIMA
 CG1135  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG1135
 CG1135                         *CURRENT SURVEY CONTROL
 CG1135  ___________________________________________________________________
 CG1135* NAD 83(1992)-  31 40 46.75632(N)    111 38 52.71049(W)     ADJUSTED  
 CG1135* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 CG1135  ___________________________________________________________________
 CG1135  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 CG1135  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG1135
 CG1135  HORZ ORDER  -  FIRST
 CG1135
 CG1135.The horizontal coordinates were established by classical geodetic methods
 CG1135.and adjusted by the National Geodetic Survey in August 1993..
 CG1135
 CG1135.The orthometric height was scaled from a topographic map.
 CG1135
 CG1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1135
 CG1135.The geoid height was determined by GEOID03.
 CG1135
 CG1135;                    North         East     Units Scale Factor Converg.
 CG1135;SPC AZ C     -    75,380.755   238,834.879   MT  0.99990800   +0 08 28.0
 CG1135;SPC AZ C     -   247,312.19    783,579.00   iFT  0.99990800   +0 08 28.0
 CG1135;UTM  12      - 3,505,111.103   438,582.853   MT  0.99964652   -0 20 25.1
 CG1135
 CG1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1135!SPC AZ C     -   0.99976067  x   0.99990800  =   0.99966869
 CG1135!UTM  12      -   0.99976067  x   0.99964652  =   0.99940728
 CG1135
 CG1135:                Primary Azimuth Mark                     Grid Az
 CG1135:SPC AZ C     -  BABOQUIVARI PEAK LOH CENTER              025 47 25.0
 CG1135:UTM  12      -  BABOQUIVARI PEAK LOH CENTER              026 16 18.1
 CG1135
 CG1135|---------------------------------------------------------------------|
 CG1135| PID    Reference Object                     Distance      Geod. Az  |
 CG1135|                                                           dddmmss.s |
 CG1135| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.11.3 KM 0255553.0 |
 CG1135| CH4982 CHOULIC RM 1                          9.490 METERS 03011     |
 CG1135| CH4981 CHOULIC AZ MK                                      0414550.3 |
 CG1135| CH4983 CHOULIC RM 2                         14.420 METERS 14918     |
 CG1135|---------------------------------------------------------------------|
 CG1135
 CG1135                          SUPERSEDED SURVEY CONTROL
 CG1135
 CG1135  NAD 83(1986)-  31 40 46.74753(N)    111 38 52.70925(W) AD(       ) 1
 CG1135  NAD 27      -  31 40 46.43800(N)    111 38 50.30300(W) AD(       ) 1
 CG1135
 CG1135.Superseded values are not recommended for survey control.
 CG1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1135.See file dsdata.txt to determine how the superseded data were derived.
 CG1135
 CG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3858305111(NAD 83)
 CG1135_MARKER: DS = TRIANGULATION STATION DISK
 CG1135_SETTING: 66 = SET IN ROCK OUTCROP
 CG1135
 CG1135  HISTORY     - Date     Condition        Report By
 CG1135  HISTORY     - 1935     MONUMENTED       CGS
 CG1135
 CG1135                          STATION DESCRIPTION
 CG1135
 CG1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1135'ABOUT 5 MILES NORTH AND ABOUT 8 MILES EAST OF THE TOWN OF SOUTH
 CG1135'SAN MIGUEL ON THE SOUTHERN END OF A LONG HIGH RIDGE.  MARKED BY
 CG1135'A STANDARD BRONZE DISK. REFERENCE MARK
 CG1135'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.490
 CG1135'METERS (31,14 FEET) FROM STATION N 30 DEG 11 MIN E.
 CG1135'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1135'IS 14.420 METERS (47.31 FEET) FROM STATION S 30 DEG 42 MIN E.
 CG1135'THE AZIMUTH MARK, ON A POINT OF RIDGE A FEW FEET
 CG1135'HIGHER THAN THE STATION, IS ABOUT ONE-HALF MILE FROM STATION
 CG1135'N 41 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2012 ***********************************************************************
 DU2012  DESIGNATION -  CHROME
 DU2012  PID         -  DU2012
 DU2012  STATE/COUNTY-  AZ/GILA
 DU2012  USGS QUAD   -  CHROME BUTTE (1966)
 DU2012
 DU2012                         *CURRENT SURVEY CONTROL
 DU2012  ___________________________________________________________________
 DU2012* NAD 83(1992)-  33 30 15.55835(N)    110 41 38.23091(W)     ADJUSTED  
 DU2012* NAVD 88     -      1760.     (meters)    5774.     (feet)  SCALED    
 DU2012  ___________________________________________________________________
 DU2012  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DU2012  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU2012
 DU2012  HORZ ORDER  -  FIRST
 DU2012
 DU2012.The horizontal coordinates were established by classical geodetic methods
 DU2012.and adjusted by the National Geodetic Survey in August 1993..
 DU2012
 DU2012.The orthometric height was scaled from a topographic map.
 DU2012
 DU2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2012
 DU2012.The geoid height was determined by GEOID03.
 DU2012
 DU2012;                    North         East     Units Scale Factor Converg.
 DU2012;SPC AZ E     -   277,804.185   164,370.272   MT  0.99992958   -0 17 27.8
 DU2012;SPC AZ E     -   911,431.05    539,272.55   iFT  0.99992958   -0 17 27.8
 DU2012;UTM  12      - 3,707,240.278   528,425.928   MT  0.99960996   +0 10 08.2
 DU2012
 DU2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2012!SPC AZ E     -   0.99972802  x   0.99992958  =   0.99965762
 DU2012!UTM  12      -   0.99972802  x   0.99960996  =   0.99933809
 DU2012
 DU2012|---------------------------------------------------------------------|
 DU2012| PID    Reference Object                     Distance      Geod. Az  |
 DU2012|                                                           dddmmss.s |
 DU2012| CD1790 CHROME RM 1                           6.381 METERS 06408     |
 DU2012| CD1789 CHROME AZ MK                                       0752340.0 |
 DU2012| DU2010 CHROME 79 M AP WMIR                   3.490 METERS 25627     |
 DU2012| DU2011 CHROME WM FENCE CORNER                2.867 METERS 26153     |
 DU2012|---------------------------------------------------------------------|
 DU2012
 DU2012                          SUPERSEDED SURVEY CONTROL
 DU2012
 DU2012  NAD 83(1986)-  33 30 15.55360(N)    110 41 38.23167(W) AD(       ) 1
 DU2012  NAD 27      -  33 30 15.36100(N)    110 41 35.84300(W) AD(       ) 1
 DU2012
 DU2012.Superseded values are not recommended for survey control.
 DU2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2012.See file dsdata.txt to determine how the superseded data were derived.
 DU2012
 DU2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2842607240(NAD 83)
 DU2012_MARKER: DS = TRIANGULATION STATION DISK
 DU2012_SETTING: 80 = SET IN A BOULDER
 DU2012_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2012
 DU2012  HISTORY     - Date     Condition        Report By
 DU2012  HISTORY     - 1938     MONUMENTED       CGS
 DU2012  HISTORY     - 1972     GOOD             AZHD
 DU2012
 DU2012                          STATION DESCRIPTION
 DU2012
 DU2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2012'STATION IS ON HIGHEST POINT OF CHROME BUTTE (NATIVES CALL IT
 DU2012'CHAMPAIN BUTTE) 10.9 MILES BY ROAD NE OF GLOBE, 3/4 MILE NE OF
 DU2012'HIGHWAY AT THIS POINT, 9.4 FEET NE X E OF BEND IN CARLOS INDIAN
 DU2012'RESERVATION FENCE LINE WHICH CROSSES TOP OF BUTTE.  THERE IS A
 DU2012'G.L.O. MARK ON HILL AND IS STAMPED CHROMO 1915, 55, 79 M.
 DU2012'APWMIR.  WB.
 DU2012'
 DU2012'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU2012'IN BOULDERS.
 DU2012'
 DU2012'STATION IS REACHED FROM POST OFFICE IN GLOBE BY FOLLOWING U.S.
 DU2012'60 NE, 11.85 MILES TO A CATTLE GUARD.  CONTINUE ON 60, 50 FEET
 DU2012'AND TURN R ON AN OLD WORK ROAD THAT LEADS OVER TOP OF HIGHWAY CUT.
 DU2012'FOLLOW THIS ROAD AROUND SIDE OF HILL, 0.35 MILE TO A DIM FORK.
 DU2012'THENCE R FORK, 0.05 MILE TO AN OLD TRACK ROAD.  TURN R ON
 DU2012'TRACK ROAD AND GO 0.3 MILE TO A FENCE AND END OF TRUCK TRAVEL.
 DU2012'FROM THIS POINT GO L ALONG FENCE LINE TO HIGHEST POINT AND
 DU2012'STATION, WHICH IS ON SECOND HILL FROM END OF TRUCK TRAVEL.
 DU2012'
 DU2012'AZIMUTH MARK IS ABOUT 0.3 MILE NE X E OF STATION AND ON SAME
 DU2012'HILL.
 DU2012
 DU2012                          STATION RECOVERY (1972)
 DU2012
 DU2012'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2012'GENERAL LOCATION--TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2012'WINSLOW TO PHOENIX.  (CHAMPAIN BUTTE APPROX. 11 MILES N.E. OF
 DU2012'GLOBE).
 DU2012'
 DU2012'TO REACH--AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2012'
 DU2012'STATION MARK--STD. USC AND GS B.C. STAMPED CHROME 1938.
 DU2012'
 DU2012'REFERENCE MARKS--NO. 1 AND NO. 2 STD. USC AND GS B.C. STAMPED
 DU2012'CHROME 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2010 ***********************************************************************
 DU2010  DESIGNATION -  CHROME 79 M AP WMIR
 DU2010  PID         -  DU2010
 DU2010  STATE/COUNTY-  AZ/GILA
 DU2010  USGS QUAD   -  CHROME BUTTE (1966)
 DU2010
 DU2010                         *CURRENT SURVEY CONTROL
 DU2010  ___________________________________________________________________
 DU2010* NAD 83(1992)-  33 30 15.53182(N)    110 41 38.36237(W)     ADJUSTED  
 DU2010* NAVD 88     -      1760.     (meters)    5774.     (feet)  SCALED    
 DU2010  ___________________________________________________________________
 DU2010  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DU2010  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU2010
 DU2010  HORZ ORDER  -  SECOND
 DU2010
 DU2010.The horizontal coordinates were established by classical geodetic methods
 DU2010.and adjusted by the National Geodetic Survey in August 1993..
 DU2010
 DU2010.The orthometric height was scaled from a topographic map.
 DU2010
 DU2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2010
 DU2010.The geoid height was determined by GEOID03.
 DU2010
 DU2010;                    North         East     Units Scale Factor Converg.
 DU2010;SPC AZ E     -   277,803.385   164,366.875   MT  0.99992958   -0 17 27.9
 DU2010;SPC AZ E     -   911,428.43    539,261.40   iFT  0.99992958   -0 17 27.9
 DU2010;UTM  12      - 3,707,239.451   528,422.539   MT  0.99960996   +0 10 08.1
 DU2010
 DU2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2010!SPC AZ E     -   0.99972802  x   0.99992958  =   0.99965762
 DU2010!UTM  12      -   0.99972802  x   0.99960996  =   0.99933809
 DU2010
 DU2010                          SUPERSEDED SURVEY CONTROL
 DU2010
 DU2010  NAD 83(1986)-  33 30 15.52707(N)    110 41 38.36313(W) AD(       ) 2
 DU2010  NAD 27      -  33 30 15.33400(N)    110 41 35.97500(W) AD(       ) 2
 DU2010
 DU2010.Superseded values are not recommended for survey control.
 DU2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2010.See file dsdata.txt to determine how the superseded data were derived.
 DU2010
 DU2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2842307239(NAD 83)
 DU2010_MARKER: Z = SEE DESCRIPTION
 DU2010_SETTING: 0 = UNSPECIFIED SETTING
 DU2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2010
 DU2010  HISTORY     - Date     Condition        Report By
 DU2010  HISTORY     - 1938     MONUMENTED       USGLO
 DU2010
 DU2010                          STATION DESCRIPTION
 DU2010
 DU2010'DESCRIBED BY US GENERAL LAND OFFICE 1938
 DU2010'STATION IS ON HIGHEST POINT OF CHROME BUTTE (NATIVES CALL IT
 DU2010'CHAMPAIN BUTTE) 10.9 MILES BY ROAD NE OF GLOBE, 3/4 MILE NE OF
 DU2010'HIGHWAY AT THIS POINT, 9.4 FEET NE X E OF BEND IN CARLOS INDIAN
 DU2010'RESERVATION FENCE LINE WHICH CROSSES TOP OF BUTTE.  A
 DU2010'G.L.O. MARK ON HILL STAMPED CHROMO 1915, 55, 79 M.
 DU2010'APWMIR.  WB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1837 ***********************************************************************
 DU1837  DESIGNATION -  CHRYSOTILE
 DU1837  PID         -  DU1837
 DU1837  STATE/COUNTY-  AZ/GILA
 DU1837  USGS QUAD   -  CHRYSOTILE (1966)
 DU1837
 DU1837                         *CURRENT SURVEY CONTROL
 DU1837  ___________________________________________________________________
 DU1837* NAD 83(1992)-  33 44 47.28416(N)    110 33 29.81970(W)     ADJUSTED  
 DU1837* NAVD 88     -      1799.3    (meters)    5903.     (feet)  VERTCON   
 DU1837  ___________________________________________________________________
 DU1837  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 DU1837  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DU1837
 DU1837  HORZ ORDER  -  THIRD
 DU1837
 DU1837.The horizontal coordinates were established by classical geodetic methods
 DU1837.and adjusted by the National Geodetic Survey in August 1993..
 DU1837
 DU1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1837
 DU1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1837
 DU1837.The geoid height was determined by GEOID03.
 DU1837
 DU1837;                    North         East     Units Scale Factor Converg.
 DU1837;SPC AZ E     -   304,603.731   177,076.974   MT  0.99991622   -0 13 03.2
 DU1837;SPC AZ E     -   999,356.07    580,961.20   iFT  0.99991622   -0 13 03.2
 DU1837;UTM  12      - 3,734,133.022   540,912.529   MT  0.99962063   +0 14 43.4
 DU1837
 DU1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1837!SPC AZ E     -   0.99972165  x   0.99991622  =   0.99963789
 DU1837!UTM  12      -   0.99972165  x   0.99962063  =   0.99934238
 DU1837
 DU1837:                Primary Azimuth Mark                     Grid Az
 DU1837:SPC AZ E     -  SENECA                                   078 03 45.8
 DU1837:UTM  12      -  SENECA                                   077 35 59.2
 DU1837
 DU1837|---------------------------------------------------------------------|
 DU1837| PID    Reference Object                     Distance      Geod. Az  |
 DU1837|                                                           dddmmss.s |
 DU1837| DU1849 SENECA                              APPROX. 6.0 KM 0775042.6 |
 DU1837|---------------------------------------------------------------------|
 DU1837
 DU1837                          SUPERSEDED SURVEY CONTROL
 DU1837
 DU1837  NAD 83(1986)-  33 44 47.27777(N)    110 33 29.82113(W) AD(       ) 3
 DU1837  NGVD 29 (09/20/88) 1798.6    (m)         5901.     (f) VERT ANG       
 DU1837
 DU1837.Superseded values are not recommended for survey control.
 DU1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1837.See file dsdata.txt to determine how the superseded data were derived.
 DU1837
 DU1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4091334133(NAD 83)
 DU1837_MARKER: I = METAL ROD
 DU1837_SETTING: 66 = SET IN ROCK OUTCROP
 DU1837_SP_SET: SET IN ROCK OUTCROP
 DU1837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1837+STABILITY: POSITION/ELEVATION WELL
 DU1837
 DU1837  HISTORY     - Date     Condition        Report By
 DU1837  HISTORY     - 1946     MONUMENTED       USGS
 DU1837  HISTORY     - 1966     GOOD             USGS
 DU1837
 DU1837                          STATION DESCRIPTION
 DU1837
 DU1837'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1837'LOCATED ABOUT 3 MI W. OF SENECA (APACHE REST), ABOUT 1 MI N. OF
 DU1837'CHRYSOTILE MINE.  ON HIGHEST POINT OF EAST RIM OF ASH CANYON.
 DU1837'
 DU1837'STATION MARK--A 1-INCH SQUARE STEEL ROD CEMENTED IN SOLID ROCK
 DU1837'OUTCROP PROJECTING 2-1/2 INCHES.
 DU1837'
 DU1837'RMS--NONE SET.
 DU1837'
 DU1837'NOTE--THIS IS NOT USFS TRIANGULATION STATION CHRYSOTILE NO 2
 DU1837'1935 AS DESCRIBED IN USFS NOTES.
 DU1837
 DU1837                          STATION RECOVERY (1966)
 DU1837
 DU1837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1837'RECOVERED AS DESCRIBED BY USGS.
 DU1837'
 DU1837'TO REACH FROM SENECA, DRIVE 3.4 MI S. ON U.S. HWY. 60 TO T-RD.
 DU1837'W.  TURN RIGHT CROSSING CATTLEGUARD 1.1 MI N. ON OLD HWY.  TURN
 DU1837'LEFT 2.7 MI ON DIRT RD. TO STOCK TANK AND END OF TRUCK TRAVEL.
 DU1837'WALK ABOUT 0.25 MI SW. TO HIGH POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0657 ***********************************************************************
 CG0657  DESIGNATION -  CHUAPA
 CG0657  PID         -  CG0657
 CG0657  STATE/COUNTY-  AZ/PIMA
 CG0657  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0657
 CG0657                         *CURRENT SURVEY CONTROL
 CG0657  ___________________________________________________________________
 CG0657* NAD 83(1992)-  31 53 08.79205(N)    111 38 23.92662(W)     ADJUSTED  
 CG0657* NAVD 88     -      1211.05   (+/-2cm)    3973.3    (feet)  VERTCON   
 CG0657  ___________________________________________________________________
 CG0657  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 CG0657  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0657
 CG0657  HORZ ORDER  -  THIRD
 CG0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0657
 CG0657.The horizontal coordinates were established by classical geodetic methods
 CG0657.and adjusted by the National Geodetic Survey in August 1993..
 CG0657
 CG0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0657.The vertical order pertains to the NGVD 29 superseded value.
 CG0657
 CG0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0657
 CG0657.The geoid height was determined by GEOID03.
 CG0657
 CG0657;                    North         East     Units Scale Factor Converg.
 CG0657;SPC AZ C     -    98,235.805   239,534.817   MT  0.99990845   +0 08 46.2
 CG0657;SPC AZ C     -   322,295.95    785,875.38   iFT  0.99990845   +0 08 46.2
 CG0657;UTM  12      - 3,527,953.449   439,475.124   MT  0.99964518   -0 20 17.0
 CG0657
 CG0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0657!SPC AZ C     -   0.99981461  x   0.99990845  =   0.99972307
 CG0657!UTM  12      -   0.99981461  x   0.99964518  =   0.99945985
 CG0657
 CG0657|---------------------------------------------------------------------|
 CG0657| PID    Reference Object                     Distance      Geod. Az  |
 CG0657|                                                           dddmmss.s |
 CG0657| CG0658 CHUAPA RM 1                           5.007 METERS 02642     |
 CG0657| CG0659 CHUAPA RM 2                           7.411 METERS 12612     |
 CG0657| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.13.4 KM 1614929.5 |
 CG0657| CG0660 CHUAPA AZ MK                                       1902426.4 |
 CG0657|---------------------------------------------------------------------|
 CG0657
 CG0657                          SUPERSEDED SURVEY CONTROL
 CG0657
 CG0657  NAD 83(1986)-  31 53 08.78526(N)    111 38 23.92475(W) AD(       ) 3
 CG0657  NAD 27      -  31 53 08.49800(N)    111 38 21.50600(W) AD(       ) 3
 CG0657  NGVD 29 (??/??/92) 1210.253  (m)         3970.64   (f) ADJ UNCH    2 0
 CG0657
 CG0657.Superseded values are not recommended for survey control.
 CG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0657.See file dsdata.txt to determine how the superseded data were derived.
 CG0657
 CG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3947527953(NAD 83)
 CG0657_MARKER: DS = TRIANGULATION STATION DISK
 CG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0657_STAMPING: CHUAPA 1936
 CG0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0657+STABILITY: SURFACE MOTION
 CG0657
 CG0657  HISTORY     - Date     Condition        Report By
 CG0657  HISTORY     - 1936     MONUMENTED       CGS
 CG0657  HISTORY     - 1952     GOOD             CGS
 CG0657  HISTORY     - 1952     GOOD             NGS
 CG0657
 CG0657                          STATION DESCRIPTION
 CG0657
 CG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0657'ON THE WEST SIDE OF THE BABOQUIVARI MOUNTAIN RANGE IN A TEMPORARY
 CG0657'INDIAN SETTLEMENT ON THE TOP OF A BARE TOP RIDGE, AT THE BASE
 CG0657'OF THE MAIN RIDGE, AT A LARGE HORSESHOE CURVE IN THE GRADED
 CG0657'ROAD, 180 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 MILES
 CG0657'EAST OF SELLS, AND ABOUT 45 MILES SOUTHWEST OF TUCSON.  MARKED
 CG0657'BY STANDARD BRONZE DISKS.
 CG0657'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG0657'IS 5.007 METERS (16.43 FEET) FROM STATION N 26 DEG 42 MIN E.
 CG0657'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG0657'REFERENCE DISK, IS 7.411 METERS (24.31 FEET) FROM STATION
 CG0657'S 53 DEG 47 MIN E. THE AZIMUTH MARK, A STANDARD
 CG0657'BRONZE DISK, IS 15 FEET EAST OF THE CENTER LINE OF
 CG0657'THE ROAD AND 0.8 MILE FROM STATION S 10 DEG 23 MIN W.
 CG0657
 CG0657                          STATION RECOVERY (1952)
 CG0657
 CG0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0657'TO LOCATE STATION, FOLLOW A GRAVEL ROAD 8.9 MILES E FROM THE POST
 CG0657'OFFICE AND MISSION AT TOPAWA, THENCE 7.7 MILES N ALONG THE
 CG0657'BABOQUIVARI FOOT HILLS ROAD.  AT A T-JUNCTION OF A TRACK ROAD
 CG0657'LEADING NE AT THE CREST OF A RIDGE, 184-1/2 FEET NE OF THE CENTER
 CG0657'OF THE T-JUNCTION OF A TRACK ROAD, 79 FEET NW OF THE CENTER LINE
 CG0657'OF THE TRACK ROAD LEADING NE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0657'TRACK ROAD.
 CG0657'
 CG0657'STATION MARK IS A STANDARD STATION DISK, STAMPED CHUAPA 1936,
 CG0657'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0657'GROUND AND A METAL TAG ON STAND STAMPED 3970.9.
 CG0657'
 CG0657'R.M. 1 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0657'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED
 CG0657'CHUAPA NO 1 1936.  IT IS 83-1/2 FEET NW OF THE CENTER LINE OF
 CG0657'THE TRACK ROAD LEADING NE, 16.4 FEET NE OF THE STATION, AND ABOUT
 CG0657'1/2 FOOT HIGHER THAN THE TRACK ROAD.
 CG0657'
 CG0657'R.M. 2 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0657'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED
 CG0657'CHUAPA NO 2 1936.  IT IS 54-1/2 FEET NW OF THE CENTER LINE OF
 CG0657'THE TRACK ROAD LEADING NE, 24.3 FEET SE OF THE STATION, 1.4 FEET
 CG0657'S OF A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK ROAD.
 CG0657'
 CG0657'TO LOCATE THE AZIMUTH MARK, FOLLOW A GRAVEL ROAD 8.9 MILES E
 CG0657'FROM THE POST OFFICE AND MISSION AT TOPAWA, THENCE 6.9 MILES N
 CG0657'ALONG THE BABOQUIVARI FOOT HILLS ROAD.  IT IS 0.8 MILE S OF THE
 CG0657'STATION.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED CHUAPA 1936,
 CG0657'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0657'GROUND.  IT IS 36.3 FEET NW OF A FENCE LINE, 18-1/2 FEET SE OF
 CG0657'THE CENTER LINE OF THE ROAD, 1.9 FEET N OF A WITNESS POST, AND
 CG0657'ABOUT LEVEL WITH THE ROAD.
 CG0657
 CG0657                          STATION RECOVERY (1952)
 CG0657
 CG0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0657'16.6 MI NE FROM TOPAWA.
 CG0657'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0657'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0657'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST AT THE CREST OF A
 CG0657'RIDGE, 184 1/2 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 CG0657'TRACK ROAD, 79 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0657'LEADING NORTHEAST, 24.3 FEET NORTHWEST OF R.M. NO. 2, 16.4 FEET
 CG0657'SOUTHWEST OF R.M. NO. 1, ABOUT 1/2 FOOT HIGHER THAN THE TRACK ROAD,
 CG0657'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0657'GROUND, A METAL TAG ON STAND STAMPED 3970.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0660 ***********************************************************************
 CG0660  DESIGNATION -  CHUAPA AZ MK
 CG0660  PID         -  CG0660
 CG0660  STATE/COUNTY-  AZ/PIMA
 CG0660  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0660
 CG0660                         *CURRENT SURVEY CONTROL
 CG0660  ___________________________________________________________________
 CG0660* NAD 83(1986)-  31 52 28.     (N)    111 38 32.     (W)     SCALED    
 CG0660* NAVD 88     -      1133.64   (+/-2cm)    3719.3    (feet)  VERTCON   
 CG0660  ___________________________________________________________________
 CG0660  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0660
 CG0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0660
 CG0660.The horizontal coordinates were scaled from a topographic map and have
 CG0660.an estimated accuracy of +/- 6 seconds.
 CG0660
 CG0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0660.The vertical order pertains to the NGVD 29 superseded value.
 CG0660
 CG0660.The geoid height was determined by GEOID03.
 CG0660
 CG0660;                    North         East    Units  Estimated Accuracy
 CG0660;SPC AZ C     -    96,980.      239,330.      MT  (+/- 180 meters Scaled)
 CG0660
 CG0660                          SUPERSEDED SURVEY CONTROL
 CG0660
 CG0660  NGVD 29 (??/??/92) 1132.860  (m)         3716.72   (f) ADJ UNCH    2 0
 CG0660
 CG0660.Superseded values are not recommended for survey control.
 CG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0660.See file dsdata.txt to determine how the superseded data were derived.
 CG0660
 CG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA392266(NAD 83)
 CG0660_MARKER: DZ = AZIMUTH MARK DISK
 CG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0660_STAMPING: CHUAPA 1936
 CG0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0660+STABILITY: SURFACE MOTION
 CG0660
 CG0660  HISTORY     - Date     Condition        Report By
 CG0660  HISTORY     - 1936     MONUMENTED       CGS
 CG0660  HISTORY     - 1952     GOOD             NGS
 CG0660
 CG0660                          STATION DESCRIPTION
 CG0660
 CG0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0660'16 MI E FROM TOPAWA.
 CG0660'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0660'TOPAWA, THENCE 6.9 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0660'0.8 MILE SOUTH OF THE CHUAPA STATION, 36.3 FEET NORTHWEST OF A FENCE
 CG0660'LINE, 18 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 CG0660'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0660'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0658 ***********************************************************************
 CG0658  DESIGNATION -  CHUAPA RM 1
 CG0658  PID         -  CG0658
 CG0658  STATE/COUNTY-  AZ/PIMA
 CG0658  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0658
 CG0658                         *CURRENT SURVEY CONTROL
 CG0658  ___________________________________________________________________
 CG0658* NAD 83(1986)-  31 53 08.     (N)    111 38 23.     (W)     SCALED    
 CG0658* NAVD 88     -      1211.22   (+/-2cm)    3973.8    (feet)  VERTCON   
 CG0658  ___________________________________________________________________
 CG0658  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0658
 CG0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0658
 CG0658.The horizontal coordinates were scaled from a topographic map and have
 CG0658.an estimated accuracy of +/- 6 seconds.
 CG0658
 CG0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0658.The vertical order pertains to the NGVD 29 superseded value.
 CG0658
 CG0658.The geoid height was determined by GEOID03.
 CG0658
 CG0658;                    North         East    Units  Estimated Accuracy
 CG0658;SPC AZ C     -    98,210.      239,560.      MT  (+/- 180 meters Scaled)
 CG0658
 CG0658                          SUPERSEDED SURVEY CONTROL
 CG0658
 CG0658  NGVD 29 (??/??/92) 1210.431  (m)         3971.22   (f) ADJ UNCH    2 0
 CG0658
 CG0658.Superseded values are not recommended for survey control.
 CG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0658.See file dsdata.txt to determine how the superseded data were derived.
 CG0658
 CG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394279(NAD 83)
 CG0658_MARKER: DR = REFERENCE MARK DISK
 CG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0658_STAMPING: CHUAPA NO. 1 1936
 CG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0658+STABILITY: SURFACE MOTION
 CG0658
 CG0658  HISTORY     - Date     Condition        Report By
 CG0658  HISTORY     - 1936     MONUMENTED       CGS
 CG0658  HISTORY     - 1952     GOOD             NGS
 CG0658
 CG0658                          STATION DESCRIPTION
 CG0658
 CG0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0658'16.6 MI NE FROM TOPAWA.
 CG0658'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0658'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0658'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST, AT THE CREST OF A
 CG0658'RIDGE, 83 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0658'LEADING NORTHEAST, 31.5 FEET NORTH OF R.M. NO. 2, 16.4 FEET NORTHEAST
 CG0658'OF THE CHUAPA STATION, ABOUT 1/2 FOOT HIGHER THAN THE TRACK ROAD, AND
 CG0658'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0658'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0659 ***********************************************************************
 CG0659  DESIGNATION -  CHUAPA RM 2
 CG0659  PID         -  CG0659
 CG0659  STATE/COUNTY-  AZ/PIMA
 CG0659  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0659
 CG0659                         *CURRENT SURVEY CONTROL
 CG0659  ___________________________________________________________________
 CG0659* NAD 83(1986)-  31 53 08.     (N)    111 38 23.     (W)     SCALED    
 CG0659* NAVD 88     -      1210.95   (+/-2cm)    3972.9    (feet)  VERTCON   
 CG0659  ___________________________________________________________________
 CG0659  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0659
 CG0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0659
 CG0659.The horizontal coordinates were scaled from a topographic map and have
 CG0659.an estimated accuracy of +/- 6 seconds.
 CG0659
 CG0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0659.The vertical order pertains to the NGVD 29 superseded value.
 CG0659
 CG0659.The geoid height was determined by GEOID03.
 CG0659
 CG0659;                    North         East    Units  Estimated Accuracy
 CG0659;SPC AZ C     -    98,210.      239,560.      MT  (+/- 180 meters Scaled)
 CG0659
 CG0659                          SUPERSEDED SURVEY CONTROL
 CG0659
 CG0659  NGVD 29 (??/??/92) 1210.163  (m)         3970.34   (f) ADJ UNCH    2 0
 CG0659
 CG0659.Superseded values are not recommended for survey control.
 CG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0659.See file dsdata.txt to determine how the superseded data were derived.
 CG0659
 CG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394279(NAD 83)
 CG0659_MARKER: DR = REFERENCE MARK DISK
 CG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0659_STAMPING: CHUAPA NO. 2 1936
 CG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0659+STABILITY: SURFACE MOTION
 CG0659
 CG0659  HISTORY     - Date     Condition        Report By
 CG0659  HISTORY     - 1936     MONUMENTED       CGS
 CG0659  HISTORY     - 1952     GOOD             NGS
 CG0659
 CG0659                          STATION DESCRIPTION
 CG0659
 CG0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0659'16.4 MI NE FROM TOPAWA.
 CG0659'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0659'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0659'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST AT THE CREST OF A
 CG0659'RIDGE, 54 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0659'LEADING NORTHEAST, 31.5 FEET SOUTH OF R.M. NO. 1, 24.3 FEET SOUTHEAST
 CG0659'OF THE CHUAPA STATION, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 CG0659'WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0659'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1504 ***********************************************************************
 DA1504  DESIGNATION -  CHUAPO
 DA1504  PID         -  DA1504
 DA1504  STATE/COUNTY-  AZ/PIMA
 DA1504  USGS QUAD   -  HOTASON VO (1990)
 DA1504
 DA1504                         *CURRENT SURVEY CONTROL
 DA1504  ___________________________________________________________________
 DA1504* NAD 83(1992)-  32 12 28.05986(N)    112 35 50.45019(W)     ADJUSTED  
 DA1504* NAVD 88     -       659.2    (meters)    2163.     (feet)  VERTCON   
 DA1504  ___________________________________________________________________
 DA1504  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DA1504  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA1504
 DA1504  HORZ ORDER  -  SECOND
 DA1504
 DA1504.The horizontal coordinates were established by classical geodetic methods
 DA1504.and adjusted by the National Geodetic Survey in August 1993..
 DA1504
 DA1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1504
 DA1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1504
 DA1504.The geoid height was determined by GEOID03.
 DA1504
 DA1504;                    North         East     Units Scale Factor Converg.
 DA1504;SPC AZ C     -   134,109.919   149,191.593   MT  0.99995076   -0 21 46.1
 DA1504;SPC AZ C     -   439,993.17    489,473.73   iFT  0.99995076   -0 21 46.1
 DA1504;UTM  12      - 3,564,587.186   349,454.790   MT  0.99987949   -0 51 05.5
 DA1504
 DA1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1504!SPC AZ C     -   0.99990142  x   0.99995076  =   0.99985219
 DA1504!UTM  12      -   0.99990142  x   0.99987949  =   0.99978092
 DA1504
 DA1504:                Primary Azimuth Mark                     Grid Az
 DA1504:SPC AZ C     -  VOWAN                                    093 45 15.3
 DA1504:UTM  12      -  VOWAN                                    094 14 34.7
 DA1504
 DA1504|---------------------------------------------------------------------|
 DA1504| PID    Reference Object                     Distance      Geod. Az  |
 DA1504|                                                           dddmmss.s |
 DA1504| DA1503 VOWAN                               APPROX. 2.4 KM 0932329.2 |
 DA1504| CH4985 CHUAPO RM 2                          10.383 METERS 09354     |
 DA1504| CH4984 CHUAPO RM 1                          10.165 METERS 27440     |
 DA1504|---------------------------------------------------------------------|
 DA1504
 DA1504                          SUPERSEDED SURVEY CONTROL
 DA1504
 DA1504  NAD 83(1986)-  32 12 28.05032(N)    112 35 50.45282(W) AD(       ) 2
 DA1504  NAD 27      -  32 12 27.82015(N)    112 35 47.93404(W) AD(       ) 2
 DA1504  NGVD 29 (07/19/86)  658.5    (m)         2160.     (f) VERT ANG       
 DA1504
 DA1504.Superseded values are not recommended for survey control.
 DA1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1504.See file dsdata.txt to determine how the superseded data were derived.
 DA1504
 DA1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4945564587(NAD 83)
 DA1504_MARKER: DD = SURVEY DISK
 DA1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1504
 DA1504  HISTORY     - Date     Condition        Report By
 DA1504  HISTORY     - 1979     MONUMENTED       AZDT
 DA1504  HISTORY     - 19970306 GOOD             USPSQD
 DA1504  HISTORY     - 19990106 GOOD             USPSQD
 DA1504
 DA1504                          STATION DESCRIPTION
 DA1504
 DA1504'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1504'THE STATION IS LOCATED ABOUT 19 MILES EAST-SOUTHEAST OF AJO, 3 MILES
 DA1504'SOUTH OF CHARCO AND IS 93.5 FEET SOUTH OF THE CENTERLINE ON HWY. 86.
 DA1504'
 DA1504'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO 1979 AND IS
 DA1504'SET IN A CONCRETE POST AND IS MARKED WITH A WITNESS POST AND SIGN
 DA1504'3.7 FEET TO THE SOUTH.
 DA1504'
 DA1504'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO RM 2 1979 SET IN A
 DA1504'CONCRETE POST 93 FEET SOUTH OF HWY. 86 CENTERLINE.
 DA1504'
 DA1504'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO RM 1 1979 SET IN A
 DA1504'CONCRETE POST 93 FEET SOUTH OF HWY. 86 CENTERLINE.
 DA1504'
 DA1504'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1504'MILES WEST OF TRACY ON S.R. 86, TRAVEL WEST ON S.R. 86 FOR 11.6 MILES
 DA1504'TO A SMALL HWY. CUT ON THE SOUTH SIDE OF THE HWY.  STATION IS LOCATED
 DA1504'93.5 FEET SOUTH OF THE CENTERLINE.
 DA1504
 DA1504                          STATION RECOVERY (1997)
 DA1504
 DA1504'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1504'RECOVERED IN GOOD CONDITION.
 DA1504
 DA1504                          STATION RECOVERY (1999)
 DA1504
 DA1504'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2286 ***********************************************************************
 CZ2286  DESIGNATION -  CHUI
 CZ2286  PID         -  CZ2286
 CZ2286  STATE/COUNTY-  AZ/PINAL
 CZ2286  USGS QUAD   -  CHUICHU (1992)
 CZ2286
 CZ2286                         *CURRENT SURVEY CONTROL
 CZ2286  ___________________________________________________________________
 CZ2286* NAD 83(1992)-  32 45 36.65389(N)    111 47 10.36053(W)     ADJUSTED  
 CZ2286* NAVD 88     -       476.5    (meters)    1563.     (feet)  VERTCON   
 CZ2286  ___________________________________________________________________
 CZ2286  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ2286  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2286
 CZ2286  HORZ ORDER  -  FIRST
 CZ2286
 CZ2286.The horizontal coordinates were established by classical geodetic methods
 CZ2286.and adjusted by the National Geodetic Survey in August 1993..
 CZ2286
 CZ2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2286
 CZ2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2286
 CZ2286.The geoid height was determined by GEOID03.
 CZ2286
 CZ2286;                    North         East     Units Scale Factor Converg.
 CZ2286;SPC AZ C     -   195,165.317   225,583.134   MT  0.99990184   +0 04 14.1
 CZ2286;SPC AZ C     -   640,306.16    740,102.15   iFT  0.99990184   +0 04 14.1
 CZ2286;UTM  12      - 3,624,974.591   426,356.406   MT  0.99966687   -0 25 31.6
 CZ2286
 CZ2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2286!SPC AZ C     -   0.99992994  x   0.99990184  =   0.99983179
 CZ2286!UTM  12      -   0.99992994  x   0.99966687  =   0.99959684
 CZ2286
 CZ2286|---------------------------------------------------------------------|
 CZ2286| PID    Reference Object                     Distance      Geod. Az  |
 CZ2286|                                                           dddmmss.s |
 CZ2286| CH4988 CHUI RM 3                             9.742 METERS 11637     |
 CZ2286| CZ2288 CHUI CHUISCHU VILLAGE TANK          APPROX. 1.2 KM 1475641.2 |
 CZ2286| CZ1241 G 84                                               1665110.6 |
 CZ2286| CH4986 CHUI RM 1                             8.498 METERS 18339     |
 CZ2286| CH4987 CHUI RM 2                             7.899 METERS 27245     |
 CZ2286| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX.18.1 KM 3203425.2 |
 CZ2286|---------------------------------------------------------------------|
 CZ2286
 CZ2286                          SUPERSEDED SURVEY CONTROL
 CZ2286
 CZ2286  NAD 83(1986)-  32 45 36.64778(N)    111 47 10.36083(W) AD(       ) 1
 CZ2286  NAD 27      -  32 45 36.44100(N)    111 47 07.89900(W) AD(       ) 1
 CZ2286  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG       
 CZ2286
 CZ2286.Superseded values are not recommended for survey control.
 CZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2286.See file dsdata.txt to determine how the superseded data were derived.
 CZ2286
 CZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2635624975(NAD 83)
 CZ2286_MARKER: DS = TRIANGULATION STATION DISK
 CZ2286_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2286
 CZ2286  HISTORY     - Date     Condition        Report By
 CZ2286  HISTORY     - 1936     MONUMENTED       CGS
 CZ2286  HISTORY     - 1960     GOOD             CGS
 CZ2286  HISTORY     - 1966     GOOD             DMA
 CZ2286
 CZ2286                          STATION DESCRIPTION
 CZ2286
 CZ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2286'ON THE TOP OF A SMALL VOLCANIC ROCK HILL ABOUT 50 FEET IN HEIGHT.
 CZ2286'ABOUT 8 MILES SOUTH AND 1-1/2 MILES WEST OF CASA GRANDE.  AT
 CZ2286'NORTH EDGE OF THE INDIAN VILLAGE OF CHUI CHUSCHUI, AND ABOUT
 CZ2286'0.3 MILE WEST OF THE CASA GRANDE-SANTA ROSA ROAD.  IN SEC.
 CZ2286'1, T. 8 S., R. 5 E., JUST NORTHEAST OF AN INDIAN CEMETERY.
 CZ2286'MARKED BY A STANDARD BRONZE DISK.
 CZ2286'REFERENCE MARK MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ2286'IS 8.513 METERS (27.93 FEET) FROM STATION
 CZ2286'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ2286'REFERENCE DISK IS 7.902 METERS (25.93 FEET) FROM
 CZ2286'STATION.  THE AZIMUTH MARK IS U.S.
 CZ2286'COAST AND GEODETIC SURVEY LEVEL BENCH MARK G 84, 0.5 MILE SOUTH OF
 CZ2286'WOODEN BRIDGE, 35 FEET WEST OF HIGHWAY, AND 0.8 MILE FROM
 CZ2286'STATION.
 CZ2286
 CZ2286                          STATION RECOVERY (1960)
 CZ2286
 CZ2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2286'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 CZ2286'FOLLOWS--
 CZ2286'
 CZ2286'THE STATION IS LOCATED ON A SMALL VOLCANIC HILL ABOUT 8 MILES
 CZ2286'SOUTHWEST OF CASA GRANDE AND 0.8 MILE NORTHWEST OF THE PAPAGO
 CZ2286'INDIAN VILLAGE OF CHUI CHUSCHUI.
 CZ2286'
 CZ2286'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CZ2286'HIGHWAY 84 AND FLORENCE STREET IN CASA GRANDE, GO SOUTH ON
 CZ2286'SOUTH FLORENCE STREET FOR 7.9 MILES TO A CATTLE GUARD AT A SIGN
 CZ2286'PAPAGO INDIAN RESERVATION, CROSS THE CATTLE GUARD AND FOLLOW THE
 CZ2286'MAIN ROAD SOUTHWESTERLY FOR 1.6 MILES TO A ROAD RIGHT.  TURN
 CZ2286'RIGHT AND GO 0.3 MILE TO THE CHURCH, CONTINUE NORTHWESTERLY
 CZ2286'FOR 0.5 MILE TO THE CEMETERY AT THE BASE OF THE HILL AND
 CZ2286'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 5 MINUTES TO
 CZ2286'THE TOP OF THE HILL AND THE STATION.
 CZ2286'
 CZ2286'THE STATION MARK IS A STANDARD DISK STAMPED CHUI 1936, SET
 CZ2286'IN A DRILL HOLE IN BEDROCK THAT IS SLIGHTLY LOWER THAN SURROUNDING
 CZ2286'PROJECTIONS OF ROUGH LAVA.
 CZ2286'
 CZ2286'R.M. 1 IS A STANDARD DISK STAMPED CHUI 1936 NO 1, SET IN A
 CZ2286'DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS ABOUT 5 FEET LOWER
 CZ2286'THAN THE STATION.
 CZ2286'
 CZ2286'R.M. 2 IS A STANDARD DISK STAMPED CHUI 1936 NO 2, SET IN A
 CZ2286'DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.
 CZ2286'
 CZ2286'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED G 84 1935,
 CZ2286'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CZ2286'0.05 MILE SOUTH OF A JUNCTION OF AN EAST-WEST AND NORTH-SOUTH
 CZ2286'CONCRETE LINED IRRIGATION DITCHES, AND 19 FEET WEST OF THE CENTER
 CZ2286'OF THE NORTH-SOUTH DITCH.  TO REACH THE AZIMUTH MARK FROM THE
 CZ2286'STATION, GO SOUTHEAST FOR 0.5 MILE TO THE CHURCH, TURN RIGHT
 CZ2286'ON THE ROAD ALONG THE SOUTH SIDE OF THE CHURCH FOR 0.05 MILE TO
 CZ2286'A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO THE MONUMENT
 CZ2286'ON THE RIGHT.
 CZ2286
 CZ2286                          STATION RECOVERY (1966)
 CZ2286
 CZ2286'RECOVERY NOTE BY DEFENSE MAP AGENCY 1966 (RCC)
 CZ2286'THE STATION MARK, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CZ2286'CONDITION.  AN ADDITIONAL REFERENCE MARK WAS SET BY AMS.  THE
 CZ2286'MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET IN A DRILLED
 CZ2286'HOLE IN OUTCROPPING ROCK 31.961 FEET (HORIZONTAL DISTANCE)
 CZ2286'SOUTHEAST OF THE STATION.  DIRECTION FROM CASA GRANDE 2 USC AND
 CZ2286'GS 19 EQUALS 00 00 00.0 TO RM 3 EQUALS 70 DEG 42 MIN 17 SEC.  THE
 CZ2286'RM IS STAMPED--CHUI RM NO. 3 ARMY MAP SERVICE 1966.  THE AZIMUTH
 CZ2286'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2288 ***********************************************************************
 CZ2288  DESIGNATION -  CHUI CHUISCHU VILLAGE TANK
 CZ2288  PID         -  CZ2288
 CZ2288  STATE/COUNTY-  AZ/PINAL
 CZ2288  USGS QUAD   -  CHUICHU (1992)
 CZ2288
 CZ2288                         *CURRENT SURVEY CONTROL
 CZ2288  ___________________________________________________________________
 CZ2288* NAD 83(1992)-  32 45 04.79722(N)    111 46 46.75371(W)     ADJUSTED  
 CZ2288* NAVD 88     -                                                        
 CZ2288  ___________________________________________________________________
 CZ2288  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2288  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2288
 CZ2288  HORZ ORDER  -  THIRD
 CZ2288
 CZ2288.The horizontal coordinates were established by classical geodetic methods
 CZ2288.and adjusted by the National Geodetic Survey in August 1993..
 CZ2288
 CZ2288
 CZ2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2288
 CZ2288.The geoid height was determined by GEOID03.
 CZ2288
 CZ2288;                    North         East     Units Scale Factor Converg.
 CZ2288;SPC AZ C     -   194,184.827   226,198.811   MT  0.99990203   +0 04 26.8
 CZ2288;SPC AZ C     -   637,089.33    742,122.08   iFT  0.99990203   +0 04 26.8
 CZ2288;UTM  12      - 3,623,989.040   426,963.428   MT  0.99966577   -0 25 18.5
 CZ2288
 CZ2288                          SUPERSEDED SURVEY CONTROL
 CZ2288
 CZ2288  NAD 83(1986)-  32 45 04.79108(N)    111 46 46.75418(W) AD(       ) 4
 CZ2288  NAD 27      -  32 45 04.58600(N)    111 46 44.29700(W) AD(       ) 3
 CZ2288
 CZ2288.Superseded values are not recommended for survey control.
 CZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2288.See file dsdata.txt to determine how the superseded data were derived.
 CZ2288
 CZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2696323989(NAD 83)
 CZ2288_MARKER: 53 = ELEVATED TANK
 CZ2288
 CZ2288  HISTORY     - Date     Condition        Report By
 CZ2288  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2288
 CZ2288                          STATION DESCRIPTION
 CZ2288
 CZ2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2288'CENTER OF THE TOP OF THE DOME OF THE WATER TANK FOR THE
 CZ2288'INDIAN VILLAGE OF CHUI CHUISCHU, LOCATED ABOUT 8 MILES SOUTHWEST
 CZ2288'OF CASA GRANDE ON THE PAPAGO INDIAN RESERVATION.  IT IS AN
 CZ2288'ELEVATED TANK BEARING THE LETTERS CHUICHU PAINTED IN BLACK
 CZ2288'ON AN ALUMINUM BACKGROUND, ABOUT 70 FEET TALL, SUPPORTED BY
 CZ2288'A CYLINDERICAL STEEL CENTRAL COLUMN RESTING ON A CIRCULAR
 CZ2288'CONCRETE BASE.
 CZ2288'
 CZ2288'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CZ2288'HIGHWAY AND FLORENCE STREET IN CASA GRANDE, GO SOUTH ON FLORENCE
 CZ2288'STREET FOR 7.9 MILES TO A CATTLE GUARD AT THE PAPAGO INDIAN
 CZ2288'RESERVATION BOUNDARY, CROSS THE CATTLE GUARD AND FOLLOW THE
 CZ2288'MAIN ROAD SOUTHWESTERLY FOR 1.6 MILES TO A ROAD RIGHT, TURN
 CZ2288'RIGHT AND GO 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0245 ***********************************************************************
 GO0245  DESIGNATION -  CHUKA 2
 GO0245  PID         -  GO0245
 GO0245  STATE/COUNTY-  AZ/APACHE
 GO0245  USGS QUAD   -  MEXICAN WATER SW (1968)
 GO0245
 GO0245                         *CURRENT SURVEY CONTROL
 GO0245  ___________________________________________________________________
 GO0245* NAD 83(1992)-  36 50 49.68790(N)    109 44 50.98462(W)     ADJUSTED  
 GO0245* NAVD 88     -      1595.0    (meters)    5233.     (feet)  VERTCON   
 GO0245  ___________________________________________________________________
 GO0245  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GO0245  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GO0245
 GO0245  HORZ ORDER  -  THIRD
 GO0245
 GO0245.The horizontal coordinates were established by classical geodetic methods
 GO0245.and adjusted by the National Geodetic Survey in August 1993..
 GO0245
 GO0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0245
 GO0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0245
 GO0245.The geoid height was determined by GEOID03.
 GO0245
 GO0245;                    North         East     Units Scale Factor Converg.
 GO0245;SPC AZ E     -   648,589.477   250,742.021   MT  0.99991721   +0 15 04.9
 GO0245;SPC AZ E     - 2,127,918.23    822,644.43   iFT  0.99991721   +0 15 04.9
 GO0245;UTM  12      - 4,078,646.846   611,668.121   MT  0.99975362   +0 45 04.3
 GO0245
 GO0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0245!SPC AZ E     -   0.99975303  x   0.99991721  =   0.99967026
 GO0245!UTM  12      -   0.99975303  x   0.99975362  =   0.99950671
 GO0245
 GO0245:                Primary Azimuth Mark                     Grid Az
 GO0245:SPC AZ E     -  FLAT                                     179 55 46.0
 GO0245:UTM  12      -  FLAT                                     179 25 46.6
 GO0245
 GO0245|---------------------------------------------------------------------|
 GO0245| PID    Reference Object                     Distance      Geod. Az  |
 GO0245|                                                           dddmmss.s |
 GO0245| GO0252 FLAT                                APPROX.10.8 KM 1801050.9 |
 GO0245|---------------------------------------------------------------------|
 GO0245
 GO0245                          SUPERSEDED SURVEY CONTROL
 GO0245
 GO0245  NAD 83(1986)-  36 50 49.68702(N)    109 44 50.98483(W) AD(       ) 3
 GO0245  NGVD 29 (08/22/88) 1594.1    (m)         5230.     (f) VERT ANG       
 GO0245
 GO0245.Superseded values are not recommended for survey control.
 GO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0245.See file dsdata.txt to determine how the superseded data were derived.
 GO0245
 GO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1166878647(NAD 83)
 GO0245_MARKER: H = DRILL HOLE
 GO0245_SETTING: 80 = SET IN A BOULDER
 GO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0245+STABILITY: SURFACE MOTION
 GO0245
 GO0245  HISTORY     - Date     Condition        Report By
 GO0245  HISTORY     - 1949     MONUMENTED       USGS
 GO0245  HISTORY     - 1952     MARK NOT FOUND   USGS
 GO0245
 GO0245                          STATION DESCRIPTION
 GO0245
 GO0245'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0245'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0655 ***********************************************************************
 FQ0655  DESIGNATION -  CHURCH LATTER DAY SAINTS SPIRE
 FQ0655  PID         -  FQ0655
 FQ0655  STATE/COUNTY-  AZ/COCONINO
 FQ0655  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0655
 FQ0655                         *CURRENT SURVEY CONTROL
 FQ0655  ___________________________________________________________________
 FQ0655* NAD 83(1992)-  35 11 48.46018(N)    111 38 27.12522(W)     ADJUSTED  
 FQ0655* NAVD 88     -                                                        
 FQ0655  ___________________________________________________________________
 FQ0655  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FQ0655  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0655
 FQ0655  HORZ ORDER  -  THIRD
 FQ0655
 FQ0655.The horizontal coordinates were established by classical geodetic methods
 FQ0655.and adjusted by the National Geodetic Survey in August 1993..
 FQ0655
 FQ0655
 FQ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0655
 FQ0655.The geoid height was determined by GEOID03.
 FQ0655
 FQ0655;                    North         East     Units Scale Factor Converg.
 FQ0655;SPC AZ C     -   465,439.722   238,474.239   MT  0.99990777   +0 09 32.3
 FQ0655;SPC AZ C     - 1,527,033.21    782,395.80   iFT  0.99990777   +0 09 32.3
 FQ0655;UTM  12      - 3,895,055.246   441,659.670   MT  0.99964194   -0 22 09.8
 FQ0655
 FQ0655                          SUPERSEDED SURVEY CONTROL
 FQ0655
 FQ0655  NAD 83(1986)-  35 11 48.45311(N)    111 38 27.12163(W) AD(       ) 4
 FQ0655  NAD 27      -  35 11 48.41417(N)    111 38 24.53341(W) AD(       ) 3
 FQ0655
 FQ0655.Superseded values are not recommended for survey control.
 FQ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0655.See file dsdata.txt to determine how the superseded data were derived.
 FQ0655
 FQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4166095055(NAD 83)
 FQ0655_MARKER: 90 = CHURCH SPIRE
 FQ0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0655+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0655
 FQ0655  HISTORY     - Date     Condition        Report By
 FQ0655  HISTORY     - 1974     FIRST OBSERVED   AZDT
 FQ0655  HISTORY     - 19931202 GOOD             USPSQD
 FQ0655  HISTORY     - 20050929 GOOD             USPSQD
 FQ0655
 FQ0655                          STATION DESCRIPTION
 FQ0655
 FQ0655'DESCRIBED BY US POWER SQUADRON 1993
 FQ0655'RECOVERED IN GOOD CONDITION.
 FQ0655
 FQ0655                          STATION RECOVERY (2005)
 FQ0655
 FQ0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0655'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0942 ***********************************************************************
 DW0942  DESIGNATION -  CIB
 DW0942  PID         -  DW0942
 DW0942  STATE/COUNTY-  AZ/LA PAZ
 DW0942  USGS QUAD   -  CIBOLA (1965)
 DW0942
 DW0942                         *CURRENT SURVEY CONTROL
 DW0942  ___________________________________________________________________
 DW0942* NAD 83(1992)-  33 18 37.79629(N)    114 39 35.42239(W)     ADJUSTED  
 DW0942* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 DW0942  ___________________________________________________________________
 DW0942  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DW0942  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DW0942
 DW0942  HORZ ORDER  -  THIRD
 DW0942
 DW0942.The horizontal coordinates were established by classical geodetic methods
 DW0942.and adjusted by the National Geodetic Survey in August 1993..
 DW0942
 DW0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0942
 DW0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0942
 DW0942.The geoid height was determined by GEOID03.
 DW0942
 DW0942;                    North         East     Units Scale Factor Converg.
 DW0942;SPC AZ W     -   256,562.665   128,635.866   MT  1.00002180   -0 29 58.9
 DW0942;SPC AZ W     -   841,741.03    422,033.68   iFT  1.00002180   -0 29 58.9
 DW0942;SPC CA 6     -   627,983.011 2,148,070.386   MT  0.99995423   +0 52 25.8
 DW0942;SPC CA 6     - 2,060,307.60  7,047,460.92   sFT  0.99995423   +0 52 25.8
 DW0942;UTM  11      - 3,688,153.937   717,863.339   MT  1.00018523   +1 17 08.4
 DW0942
 DW0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0942!SPC AZ W     -   0.99999218  x   1.00002180  =   1.00001398
 DW0942!SPC CA 6     -   0.99999218  x   0.99995423  =   0.99994641
 DW0942!UTM  11      -   0.99999218  x   1.00018523  =   1.00017741
 DW0942
 DW0942|---------------------------------------------------------------------|
 DW0942| PID    Reference Object                     Distance      Geod. Az  |
 DW0942|                                                           dddmmss.s |
 DW0942| DW0943 POSTS                                40.182 METERS 26947     |
 DW0942| CE9135 CIB RM 1                             28.331 METERS 30713     |
 DW0942| CF1680 16 LC 252                                          3390359.3 |
 DW0942|---------------------------------------------------------------------|
 DW0942
 DW0942                          SUPERSEDED SURVEY CONTROL
 DW0942
 DW0942  NAD 83(1986)-  33 18 37.80003(N)    114 39 35.43107(W) AD(       ) 3
 DW0942  NAD 27      -  33 18 37.68335(N)    114 39 32.58621(W) AD(       ) 3
 DW0942  NGVD 29 (07/19/86)   82.3    (m)          270.     (f) VERT ANG       
 DW0942
 DW0942.Superseded values are not recommended for survey control.
 DW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0942.See file dsdata.txt to determine how the superseded data were derived.
 DW0942
 DW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1786388154(NAD 83)
 DW0942_MARKER: DS = TRIANGULATION STATION DISK
 DW0942_SETTING: 80 = SET IN A BOULDER
 DW0942_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0942
 DW0942  HISTORY     - Date     Condition        Report By
 DW0942  HISTORY     - 1964     MONUMENTED       CGS
 DW0942  HISTORY     - 1975     GOOD             LOCENG
 DW0942
 DW0942                          STATION DESCRIPTION
 DW0942
 DW0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0942'THE STATION IS LOCATED 17 MILES SOUTH OF RIPLEY, 12-1/2 MILES
 DW0942'SOUTHEAST OF PALO VERDE, AND 3 MILES EAST OF THE COLORADO
 DW0942'RIVER.  IT IS ON THE EAST END OF A BARE, GRAVEL RIDGE WHICH
 DW0942'RISES ABOUT 25 FEET ABOVE THE IRRIGATED LAND IN THE VALLEY.
 DW0942'
 DW0942'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO
 DW0942'WEST 50 YARDS ON BROADWAY ST. TO NEIGHBOURS BLVD.  TURN LEFT
 DW0942'AND GO SOUTH 7.8 MILES TO THE CIBOLA TOLL BRIDGE OVER THE
 DW0942'COLORADO RIVER.  CONTINUE SOUTH 0.6 MILE ON GRAVELED ROAD TO
 DW0942'A CROSSROAD.  PROCEED SOUTH 2.0 MILES TO A DIAGONAL CROSSROAD.
 DW0942'CONTINUE SOUTHWEST 3.5 MILES ON GRADED, GRAVEL ROAD TO A SIDE
 DW0942'ROAD ON THE RIGHT.  PROCEED SOUTH 0.6 MILE TO A DIAGONAL SIDE
 DW0942'ROAD ON THE RIGHT (PRIVATE DRIVE).  CONTINUE SOUTH 0.4 MILE
 DW0942'TO THE AZIMUTH BM USGS ON THE LEFT OPPOSITE A PRIVATE DRIVE
 DW0942'ON THE RIGHT.  CONTINUE SOUTH 0.5 MILE UP ONTO A LOW GRAVEL
 DW0942'RIDGE.  TURN LEFT AND GO EAST 0.1 MILE TO THE HIGHEST POINT
 DW0942'AND THE STATION.
 DW0942'
 DW0942'THE STATION MARK IS A STANDARD DISK STAMPED CIB 1964 CEMENTED
 DW0942'IN A DRILLHOLE IN A 12 BY 13-INCH BOULDER WHICH PROJECTS 12
 DW0942'INCHES ABOVE GROUND.  IT IS 15 FEET WEST OF THE TOP OF THE
 DW0942'EAST SLOPE OF THE HILL.
 DW0942'
 DW0942'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CIB NO
 DW0942'1 1964 CEMENTED IN A DRILLHOLE IN A 12 BY 18-INCH BOULDER
 DW0942'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 14 FEET WEST OF
 DW0942'THE TOP OF THE EAST SLOPE OF THE HILL AND 3 FEET LOWER THAN
 DW0942'STATION ELEVATION.
 DW0942'
 DW0942'U.S. BUREAU OF RECLAMATION BENCH MARK DISK SERVES AS REFERENCE
 DW0942'MARK 2.  IT IS A BRONZE DISK STAMPED POSTS 1950 SET IN THE TOP
 DW0942'OF A 5-INCH DIAMETER CONCRETE POST PROJECTING 4 INCHES ABOVE
 DW0942'GROUND.  IT IS 10.2 FEET SOUTHWEST OF A 10-FOOT TALL POST AND
 DW0942'1 FOOT LOWER THAN STATION ELEVATION.
 DW0942'
 DW0942'U.S. GEOLOGICAL SURVEY BENCH MARK SERVES AS AN AZIMUTH MARK.
 DW0942'IT IS A BRONZE DISK STAMPED 16 LC 1954 252 SET IN THE TOP OF
 DW0942'A 6-INCH DIAMETER POST PROJECTING 8 INCHES ABOVE GROUND.  IT
 DW0942'IS 24 FEET EAST OF THE CENTER OF THE GRADED, GRAVEL ROAD, AND
 DW0942'1.4 FEET WEST OF A METAL WITNESS POST WITH USC AND GS SIGN.
 DW0942
 DW0942                          STATION RECOVERY (1975)
 DW0942
 DW0942'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (EGZ)
 DW0942'RECOVERED BY STATE LANDS DIVISION
 DW0942'
 DW0942'CIB-1964-U.S.C. AND G.S. - GOOD SHAPE, VISIBLE, AND EASILY
 DW0942'RECOVERED
 DW0942'
 DW0942'ALSO RECOVERED U.S.G.S. BENCH MARK WHICH SERVES AS AZIMUTH
 DW0942'POINT FOR CIB - STAMPED 16 LC 1954 252.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1155 ***********************************************************************
 ES1155  DESIGNATION -  CIBBY
 ES1155  PID         -  ES1155
 ES1155  STATE/COUNTY-  AZ/NAVAJO
 ES1155  USGS QUAD   -  PEPPER CANYON (1977)
 ES1155
 ES1155                         *CURRENT SURVEY CONTROL
 ES1155  ___________________________________________________________________
 ES1155* NAD 83(1992)-  34 14 59.12491(N)    110 30 12.84299(W)     ADJUSTED  
 ES1155* NAVD 88     -      2125.3    (meters)    6973.     (feet)  VERTCON   
 ES1155  ___________________________________________________________________
 ES1155  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ES1155  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES1155
 ES1155  HORZ ORDER  -  THIRD
 ES1155
 ES1155.The horizontal coordinates were established by classical geodetic methods
 ES1155.and adjusted by the National Geodetic Survey in August 1993..
 ES1155
 ES1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1155
 ES1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1155
 ES1155.The geoid height was determined by GEOID03.
 ES1155
 ES1155;                    North         East     Units Scale Factor Converg.
 ES1155;SPC AZ E     -   360,406.621   182,329.913   MT  0.99991186   -0 11 22.6
 ES1155;SPC AZ E     - 1,182,436.42    598,195.25   iFT  0.99991186   -0 11 22.6
 ES1155;UTM  12      - 3,789,960.544   545,710.069   MT  0.99962575   +0 16 45.8
 ES1155
 ES1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1155!SPC AZ E     -   0.99967024  x   0.99991186  =   0.99958213
 ES1155!UTM  12      -   0.99967024  x   0.99962575  =   0.99929611
 ES1155
 ES1155:                Primary Azimuth Mark                     Grid Az
 ES1155:SPC AZ E     -  DEER SPRINGS                             050 32 31.1
 ES1155:UTM  12      -  DEER SPRINGS                             050 04 22.7
 ES1155
 ES1155|---------------------------------------------------------------------|
 ES1155| PID    Reference Object                     Distance      Geod. Az  |
 ES1155|                                                           dddmmss.s |
 ES1155| ES1079 DEER SPRINGS                        APPROX. 9.9 KM 0502108.5 |
 ES1155| CS4089 CIBBY ECC SIGNAL TREE                13.883 METERS 07744     |
 ES1155|---------------------------------------------------------------------|
 ES1155
 ES1155                          SUPERSEDED SURVEY CONTROL
 ES1155
 ES1155  NAD 83(1986)-  34 14 59.12018(N)    110 30 12.84664(W) AD(       ) 3
 ES1155  NGVD 29 (04/27/90) 2124.4    (m)         6970.     (f) VERT ANG       
 ES1155
 ES1155.Superseded values are not recommended for survey control.
 ES1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1155.See file dsdata.txt to determine how the superseded data were derived.
 ES1155
 ES1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4571089961(NAD 83)
 ES1155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1155_SETTING: 80 = SET IN A BOULDER
 ES1155_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1155+STABILITY: SURFACE MOTION
 ES1155
 ES1155  HISTORY     - Date     Condition        Report By
 ES1155  HISTORY     - 1940     MONUMENTED       USFS
 ES1155  HISTORY     - 1960     GOOD             USGS
 ES1155
 ES1155                          STATION DESCRIPTION
 ES1155
 ES1155'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1155'RECOVERED IN GOOD CONDITION EXCEPT THAT THERE IS A LARGE CRACK IN
 ES1155'BURIED BOULDER.
 ES1155'
 ES1155'LOCATED ABOUT 50 MI SW. OF HOLBROOK, 15 MI SW. OF CLAY SPRINGS,
 ES1155'ABOUT 3.05 MI S. OF RIM RD. BETWEEN PHOENIX PARK CANYON AND FOOT
 ES1155'CANYON.  IN SEC 23, T10N R17E.
 ES1155'
 ES1155'TO REACH FROM HEBER, GO 1.7 MI E. TO JCT. OF SHOW LOW RD.  GO 5.3
 ES1155'MI SE.  TURN RIGHT THROUGH OVERGAARD AND CONTINUE 1.2 MI.  TURN
 ES1155'LEFT ON PHOENIX PARK WASH RD. 2.2 MI.  TURN RIGHT UP RIDGE 5 MI TO
 ES1155'CROSS RIM RD., CONTINUE 0.1 MI TO ENTER FORT APACHE INDIAN
 ES1155'RESERVATION THROUGH WIRE GATE, CONTINUE 3.6 MI ON DIM RD. ALONG
 ES1155'RIDGE AND END OF TRUCK TRAVEL.  WALK ABOUT 0.75 MI SE. TO POINT
 ES1155'WHERE RIDGE DROPS ABRUPTLY.  ON HIGHEST POINT OF RIDGE JUST N. OF
 ES1155'ABRUPT DROP.  SMALL JEEP MAY BE DRIVEN TO STATION.
 ES1155'
 ES1155'STATION MARK--USDA FOREST SERVICE BRONZE DISK
 ES1155'STAMPED---CIBBY 1949---, CEMENTED AND COUNTERSUNK IN TOP OF BURIED
 ES1155'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1074 ***********************************************************************
 ES1074  DESIGNATION -  CIBECUE
 ES1074  PID         -  ES1074
 ES1074  STATE/COUNTY-  AZ/NAVAJO
 ES1074  USGS QUAD   -  LIMESTONE CANYON SOUTH (1977)
 ES1074
 ES1074                         *CURRENT SURVEY CONTROL
 ES1074  ___________________________________________________________________
 ES1074* NAD 83(1992)-  34 03 35.30498(N)    110 21 20.60194(W)     ADJUSTED  
 ES1074* NAVD 88     -      2035.3    (meters)    6677.     (feet)  VERTCON   
 ES1074  ___________________________________________________________________
 ES1074  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ES1074  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ES1074
 ES1074  HORZ ORDER  -  SECOND
 ES1074
 ES1074.The horizontal coordinates were established by classical geodetic methods
 ES1074.and adjusted by the National Geodetic Survey in August 1993..
 ES1074
 ES1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1074
 ES1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1074
 ES1074.The geoid height was determined by GEOID03.
 ES1074
 ES1074;                    North         East     Units Scale Factor Converg.
 ES1074;SPC AZ E     -   339,303.273   195,908.077   MT  0.99990375   -0 06 21.2
 ES1074;SPC AZ E     - 1,113,199.71    642,743.03   iFT  0.99990375   -0 06 21.2
 ES1074;UTM  12      - 3,768,974.509   559,456.347   MT  0.99964358   +0 21 39.0
 ES1074
 ES1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1074!SPC AZ E     -   0.99968443  x   0.99990375  =   0.99958821
 ES1074!UTM  12      -   0.99968443  x   0.99964358  =   0.99932812
 ES1074
 ES1074|---------------------------------------------------------------------|
 ES1074| PID    Reference Object                     Distance      Geod. Az  |
 ES1074|                                                           dddmmss.s |
 ES1074| CS4090 CIBECUE ECC SIGNAL TREE               6.720 METERS 12231     |
 ES1074| CD1798 CIBECUE RM 1                         25.267 METERS 20450     |
 ES1074| CD1799 CIBECUE RM 2                         24.426 METERS 29232     |
 ES1074| CD1797 CIBECUE AZ MK                                      3394003.1 |
 ES1074|---------------------------------------------------------------------|
 ES1074
 ES1074                          SUPERSEDED SURVEY CONTROL
 ES1074
 ES1074  NAD 83(1986)-  34 03 35.30043(N)    110 21 20.60479(W) AD(       ) 2
 ES1074  NAD 27      -  34 03 35.13170(N)    110 21 18.20380(W) AD(       ) 2
 ES1074  NGVD 29 (07/19/86) 2034.5    (m)         6675.     (f) VERT ANG       
 ES1074
 ES1074.Superseded values are not recommended for survey control.
 ES1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1074.See file dsdata.txt to determine how the superseded data were derived.
 ES1074
 ES1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5945668975(NAD 83)
 ES1074_MARKER: DS = TRIANGULATION STATION DISK
 ES1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1074
 ES1074  HISTORY     - Date     Condition        Report By
 ES1074  HISTORY     - 1958     MONUMENTED       CGS
 ES1074  HISTORY     - 1960     GOOD             USGS
 ES1074
 ES1074                          STATION DESCRIPTION
 ES1074
 ES1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1074'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF CIBEQUE,
 ES1074'7 MILES NORTHWEST OF CARRIZO AND ON THE HIGHEST POINT OF
 ES1074'CIBEQUE RIDGE, WHICH IS IN THE FORT APACHE INDIAN RESERVATION.
 ES1074'IT IS 19 FEET WEST OF A TRIANGULAR BLAZED PINE TREE AND 4 FEET
 ES1074'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 ES1074'SURFACE OF THE GROUND AND IS STAMPED CIBECUE 1958.
 ES1074'
 ES1074'REFERENCE MARK NO. 1 IS 7 FEET WEST OF A TRIANGULAR BLAZED
 ES1074'PINE TREE AND SET ABOUT THE SAME ELEVATION AS THE STATION.
 ES1074'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 ES1074'AND IS STAMPED CIBECUE NO 1 1958.
 ES1074'
 ES1074'REFERENCE MARK NO. 2 IS 9 FEET EAST OF A TRIANGULAR BLAZED
 ES1074'PINE TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.  THE
 ES1074'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1074'IS STAMPED CIBECUE NO 2 1958.
 ES1074'
 ES1074'THE AZIMUTH MARK IS 20 FEET NORTH OF A LARGE PINE TREE, 11
 ES1074'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 2 FEET
 ES1074'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD REFERENCE
 ES1074'DISK CEMENTED IN A CONCRETE POST.  THE MARK PROJECTS 3 INCHES
 ES1074'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CIBECUE 1958.
 ES1074'
 ES1074'TO REACH FROM THE TRADING POST AND 76 UNION SERVICE STATION IN
 ES1074'CARRIZO, GO SOUTHERLY ON U.S. HIGHWAY 60 FOR 4.6 MILES TO A
 ES1074'SIDE ROAD RIGHT AND SIGN CIBECUE 14, TURN RIGHT AND GO NORTHWEST
 ES1074'TOWARD CIBECUE FOR 3.4 MILES TO A CATTLEGUARD, CONTINUE ON FOR
 ES1074'0.1 MILE TO A DIM TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD
 ES1074'NORTHERLY AND GO 2.0 MILES TO A DIM FORK, KEEP RIGHT FORK
 ES1074'FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON
 ES1074'TRACK ROAD FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH GATE
 ES1074'AND CONTINUE FOR 1.5 MILES TO A WIRE GATE, PASS THROUGH GATE
 ES1074'AND CONTINUE NORTHERLY ALONG THE EAST SIDE OF WIRE FENCE
 ES1074'LINE FOR 2.6 MILES TO A TRIANGULAR BLAZED TREE* ON THE
 ES1074'RIGHT, TURN RIGHT EASTERLY AND GO 0.05 MILE TO THE STATION
 ES1074'AS DESCRIBED.
 ES1074'
 ES1074'TO REACH AZIMUTH MARK FROM THE TRIANGULAR BLAZED TREE*, GO
 ES1074'NORTHERLY ON TRACK ROAD FOR 0.3 MILE TO A TRIANGULAR BLAZED
 ES1074'TREE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ES1074'
 ES1074'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 ES1074
 ES1074                          STATION RECOVERY (1960)
 ES1074
 ES1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0949 ***********************************************************************
 DW0949  DESIGNATION -  CIBOLA
 DW0949  PID         -  DW0949
 DW0949  STATE/COUNTY-  AZ/LA PAZ
 DW0949  USGS QUAD   -  PALO VERDE (1975)
 DW0949
 DW0949                         *CURRENT SURVEY CONTROL
 DW0949  ___________________________________________________________________
 DW0949* NAD 83(1992)-  33 24 45.82212(N)    114 39 27.59726(W)     ADJUSTED  
 DW0949* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 DW0949  ___________________________________________________________________
 DW0949  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DW0949  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DW0949
 DW0949  HORZ ORDER  -  SECOND
 DW0949
 DW0949.The horizontal coordinates were established by classical geodetic methods
 DW0949.and adjusted by the National Geodetic Survey in August 1993..
 DW0949
 DW0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0949
 DW0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0949
 DW0949.The geoid height was determined by GEOID03.
 DW0949
 DW0949;                    North         East     Units Scale Factor Converg.
 DW0949;SPC AZ W     -   267,899.068   128,937.066   MT  1.00002117   -0 29 59.5
 DW0949;SPC AZ W     -   878,933.95    423,021.87   iFT  1.00002117   -0 29 59.5
 DW0949;SPC CA 6     -   639,322.616 2,148,099.630   MT  0.99995508   +0 52 30.1
 DW0949;SPC CA 6     - 2,097,510.95  7,047,556.87   sFT  0.99995508   +0 52 30.1
 DW0949;UTM  11      - 3,699,496.074   717,810.715   MT  1.00018494   +1 17 25.3
 DW0949
 DW0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0949!SPC AZ W     -   0.99999302  x   1.00002117  =   1.00001418
 DW0949!SPC CA 6     -   0.99999302  x   0.99995508  =   0.99994810
 DW0949!UTM  11      -   0.99999302  x   1.00018494  =   1.00017795
 DW0949
 DW0949:                Primary Azimuth Mark                     Grid Az
 DW0949:SPC AZ W     -  MULE WASH                                067 06 59.9
 DW0949:SPC CA 6     -  MULE WASH                                065 44 30.3
 DW0949:UTM  11      -  MULE WASH                                065 19 35.1
 DW0949
 DW0949|---------------------------------------------------------------------|
 DW0949| PID    Reference Object                     Distance      Geod. Az  |
 DW0949|                                                           dddmmss.s |
 DW0949| DW0941 MULE WASH                           APPROX. 9.4 KM 0663700.4 |
 DW0949| DW0946 T1N R23W SECS 20 21 WP               45.276 METERS 17019     |
 DW0949| CE9136 CIBOLA RM 1                          46.101 METERS 17723     |
 DW0949| CE9137 CIBOLA RM 2                         187.446 METERS 35723     |
 DW0949| DW0945 BOUNDARY PT 14 AZ CA                 25.649 METERS 35749     |
 DW0949|---------------------------------------------------------------------|
 DW0949
 DW0949                          SUPERSEDED SURVEY CONTROL
 DW0949
 DW0949  NAD 83(1986)-  33 24 45.82361(N)    114 39 27.60225(W) AD(       ) 2
 DW0949  NAD 27      -  33 24 45.71658(N)    114 39 24.75790(W) AD(       ) 2
 DW0949  NGVD 29 (07/19/86)   76.9    (m)          252.     (f) VERT ANG       
 DW0949
 DW0949.Superseded values are not recommended for survey control.
 DW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0949.See file dsdata.txt to determine how the superseded data were derived.
 DW0949
 DW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1781199496(NAD 83)
 DW0949_MARKER: N = NAIL
 DW0949_SETTING: 0 = UNSPECIFIED SETTING
 DW0949
 DW0949  HISTORY     - Date     Condition        Report By
 DW0949  HISTORY     - 1964     MONUMENTED       CGS
 DW0949
 DW0949                          STATION DESCRIPTION
 DW0949
 DW0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0949'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF RIPLEY, CALIF.,
 DW0949'ON THE SOUTH PART OF THE CIBOLA TOLL BRIDGE.
 DW0949'
 DW0949'TO REACH THE STATION FROM THE MAIN CROSS ROAD IN RIPLEY, GO
 DW0949'SOUTH ON TAR ROAD FOR 6.4 MILES TO THE END OF SURFACED ROAD.
 DW0949'CONTINUE AHEAD, SOUTH, ON GRAVELED ROAD FOR 1.3 MILES TO A
 DW0949'T-INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.2
 DW0949'MILE TO A T-INTERSECTION AND THE CIBOLA TOLL BRIDGE AND THE STATION
 DW0949'ON THE LEFT ON THE SOUTH PART OF THE WOODEN BRIDGE.
 DW0949'
 DW0949'THE STATION MARK IS A CENTER PUNCH HOLE IN THE TOP OF A 60
 DW0949'PENNY NAIL DRIVEN IN A PLANK IN THE FLOOR OF THE WOODEN BRIDGE.
 DW0949'IT IS 139 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 3.1 FEET
 DW0949'WEST OF THE EAST EDGE OF THE BRIDGE, AND 2.6 FEET WEST OF A
 DW0949'WITNESS SIGN NAILED TO THE EAST GUARD RAIL.
 DW0949'
 DW0949'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CIBOLA NO 1 1964,
 DW0949'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 DW0949'FLUSH WITH THE GROUND SURFACE.  IT IS 13.5 FEET SOUTH SOUTHEAST
 DW0949'OF A METAL WITNESS POST WITH SIGN, 13 FEET EAST OF THE CENTER
 DW0949'OF A GRAVELED ROAD, AND 7 FEET NORTH OF A TELEPHONE BOOTH.
 DW0949'
 DW0949'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CIBOLA NO 2 1964,
 DW0949'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DW0949'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET WEST OF A
 DW0949'NORTH-SOUTH GRAVELED ROAD, AND 2.7 FEET EAST OF A METAL WITNESS
 DW0949'POST WITH SIGN.
 DW0949'
 DW0949'POINT NO 14 IS A CENTER PUNCH HOLE IN THE TOP OF A 60 PENNY
 DW0949'NAIL DRIVEN IN A PLANK IN THE CENTER OF THE WOODEN BRIDGE.  IT
 DW0949'IS 223 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND 8.2 FEET
 DW0949'WEST OF THE EAST EDGE OF THE BRIDGE.
 DW0949'
 DW0949'A TIE WAS MADE TO A CADASTRAL SURVEY MARK OF THE U.S. DEPT. OF
 DW0949'THE INTERIOR, BUREAU OF LAND MANAGEMENT.  THE MARK IS A STANDARD
 DW0949'CADASTRAL SURVEY DISK STAMPED W.P. S20 S21 T1N R23W 1961, AND
 DW0949'IS RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE PROJECTING
 DW0949'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 DW0949'CENTER OF THE ROAD, AND 18 FEET NORTH NORTHWEST OF THE NORTHEAST
 DW0949'CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0286 ***********************************************************************
 FQ0286  DESIGNATION -  CINDA
 FQ0286  PID         -  FQ0286
 FQ0286  STATE/COUNTY-  AZ/COCONINO
 FQ0286  USGS QUAD   -  BELLEMONT (1980)
 FQ0286
 FQ0286                         *CURRENT SURVEY CONTROL
 FQ0286  ___________________________________________________________________
 FQ0286* NAD 83(1992)-  35 14 45.95230(N)    111 52 17.14500(W)     ADJUSTED  
 FQ0286* NAVD 88     -      2249.532  (meters)    7380.34   (feet)  ADJUSTED  
 FQ0286  ___________________________________________________________________
 FQ0286  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 FQ0286  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0286  DYNAMIC HT  -        2246.336 (meters)    7369.85  (feet)  COMP
 FQ0286  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0286
 FQ0286  HORZ ORDER  -  SECOND
 FQ0286  VERT ORDER  -  SECOND    CLASS 0
 FQ0286
 FQ0286.The horizontal coordinates were established by classical geodetic methods
 FQ0286.and adjusted by the National Geodetic Survey in August 1993..
 FQ0286
 FQ0286.The orthometric height was determined by differential leveling
 FQ0286.and adjusted by the National Geodetic Survey in June 1991..
 FQ0286
 FQ0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0286
 FQ0286.The geoid height was determined by GEOID03.
 FQ0286
 FQ0286.The dynamic height is computed by dividing the NAVD 88
 FQ0286.geopotential number by the normal gravity value computed on the
 FQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0286.degrees latitude (g = 980.6199 gals.).
 FQ0286
 FQ0286.The modeled gravity was interpolated from observed gravity values.
 FQ0286
 FQ0286;                    North         East     Units Scale Factor Converg.
 FQ0286;SPC AZ C     -   470,875.217   217,476.835   MT  0.99990021   +0 01 34.0
 FQ0286;SPC AZ C     - 1,544,866.20    713,506.68   iFT  0.99990021   +0 01 34.0
 FQ0286;UTM  12      - 3,900,682.885   420,718.433   MT  0.99967746   -0 30 10.5
 FQ0286
 FQ0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0286!SPC AZ C     -   0.99965065  x   0.99990021  =   0.99955090
 FQ0286!UTM  12      -   0.99965065  x   0.99967746  =   0.99932822
 FQ0286
 FQ0286:                Primary Azimuth Mark                     Grid Az
 FQ0286:SPC AZ C     -  VOLUNTEER                                215 06 04.3
 FQ0286:UTM  12      -  VOLUNTEER                                215 37 48.8
 FQ0286
 FQ0286|---------------------------------------------------------------------|
 FQ0286| PID    Reference Object                     Distance      Geod. Az  |
 FQ0286|                                                           dddmmss.s |
 FQ0286| FQ0672 VOLUNTEER                           APPROX. 3.8 KM 2150738.3 |
 FQ0286| FQ0287 CINDA RM 1                            8.420 METERS 22114     |
 FQ0286| FQ0288 CINDA RM 2                            7.231 METERS 30808     |
 FQ0286|---------------------------------------------------------------------|
 FQ0286
 FQ0286                          SUPERSEDED SURVEY CONTROL
 FQ0286
 FQ0286  NAD 83(1986)-  35 14 45.94957(N)    111 52 17.14151(W) AD(       ) 2
 FQ0286  NAD 27      -  35 14 45.91380(N)    111 52 14.55140(W) AD(       ) 2
 FQ0286  NGVD 29 (??/??/92) 2248.510  (m)         7376.99   (f) ADJ UNCH    2 0
 FQ0286
 FQ0286.Superseded values are not recommended for survey control.
 FQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0286.See file dsdata.txt to determine how the superseded data were derived.
 FQ0286
 FQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2071800683(NAD 83)
 FQ0286_MARKER: DS = TRIANGULATION STATION DISK
 FQ0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0286_STAMPING: CINDA 1958
 FQ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0286
 FQ0286  HISTORY     - Date     Condition        Report By
 FQ0286  HISTORY     - 1958     MONUMENTED       CGS
 FQ0286  HISTORY     - 1958     GOOD             CGS
 FQ0286  HISTORY     - 1962     GOOD             CGS
 FQ0286  HISTORY     - 1965     GOOD             CGS
 FQ0286  HISTORY     - 1965     GOOD             USGS
 FQ0286  HISTORY     - 1971     GOOD             AZHD
 FQ0286
 FQ0286                          STATION DESCRIPTION
 FQ0286
 FQ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0286'THE STATION IS LOCATED NEAR THE TOP OF A CINDER HILL THAT IS
 FQ0286'COVERED WITH SMALL PINE AND ROCKS AND HAS BEEN EXCAVATED ON ABOUT
 FQ0286'ALL SIDES.  IT IS BETWEEN THE SANTA FE RAILROAD AND U.S. HIGHWAY
 FQ0286'66 AND 89, 12 MILES WEST OF FLAGSTAFF, 5 MILES EAST OF PARKS AND
 FQ0286'2 MILES WEST OF BELLEMONT.
 FQ0286'
 FQ0286'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAJO ORDANCE
 FQ0286'DEPOT, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 0.5 MILE TO
 FQ0286'BELLEMONT, CONTINUE WEST ON THE HIGHWAY FOR 2.2 MILES TO A
 FQ0286'FENCE CORNER ON THE LEFT, TURN LEFT, SOUTH, ON THE WEST SIDE
 FQ0286'OF THE FENCE AND PICK YOUR WAY UPHILL ACROSS COUNTRY FOR 0.3
 FQ0286'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0286'
 FQ0286'THE STATION MARK, STAMPED CINDA 1958, IS A STANDARD DISK WELDED
 FQ0286'TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 2 INCHES.  IT IS 47
 FQ0286'FEET NORTH OF THE SOUTH EDGE OF THE HILL AND ABOUT 10 FEET BELOW
 FQ0286'ITS HIGHEST POINT.
 FQ0286'
 FQ0286'REFERENCE MARK NO. 1, STAMPED CINDA NO 1 1958, IS A STANDARD
 FQ0286'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 FQ0286'4 INCHES AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 FQ0286'
 FQ0286'REFERENCE MARK NO. 2, STAMPED CINDA NO 2 1958, IS A STANDARD
 FQ0286'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT IS FLUSH WITH
 FQ0286'THE SURFACE OF THE GROUND AND ON THE SAME ELEVATION AS THE
 FQ0286'STATION.
 FQ0286
 FQ0286                          STATION RECOVERY (1958)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0286'13.9 MI W FROM FLAGSTAFF.
 FQ0286'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0286'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0286'ENTRANCE TO THE NAVAJO ORDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0286'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0286'FOR 0.3 MILE TO THE TOP OF THE HILL, 47 FEET NORTH OF THE SOUTH EDGE
 FQ0286'OF THE HILL, ABOUT 10 FEET BELOW ITS HIGHEST POINT AND WELDED TO THE
 FQ0286'TOP OF A 3 INCH IRON PIPE THAT PROJECTS 3 INCHES.
 FQ0286
 FQ0286                          STATION RECOVERY (1962)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FQ0286'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION
 FQ0286'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 FQ0286'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 FQ0286'
 FQ0286'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION IS ADEQUATE.
 FQ0286'
 FQ0286'THIS STATION WAS RECOVERED AND INVESTIGATED AS IT WAS REPORTED
 FQ0286'TO BE IN DANGER OF HIGHWAY CONSTRUCTION.  THIS WAS FOUND TO
 FQ0286'BE UNTRUE.
 FQ0286
 FQ0286                          STATION RECOVERY (1965)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FQ0286'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FQ0286'IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO REACH THE STATION
 FQ0286'WAS FOUND TO BE COMPLETELY ADEQUAT
 FQ0286
 FQ0286                          STATION RECOVERY (1965)
 FQ0286
 FQ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0286'RECOVERED IN GOOD CONDITION.
 FQ0286
 FQ0286                          STATION RECOVERY (1971)
 FQ0286
 FQ0286'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0286'GENERAL LOCATION ALONG INT. 40, BETWEEN WILLIAMS AND
 FQ0286'FLAGSTAFF.  TO REACH FROM MILEPOST 182, INT. 40, EASTERLY ON
 FQ0286'THE INT. FOR 0.35 MILES TO A CINDER HILL ON THE RIGHT BETWEEN
 FQ0286'THE INT. AND THE RAILROAD.  PACK SOUTH ABOUT 600 FT AND TO THE
 FQ0286'STATION.  THE STATION IS A STANDARD USC AND GS TRIANGULATION
 FQ0286'BRASS CAP, MOUNTED ON A 3 IN PIPE, UP 0.1 FT, LOCATED A LITTLE
 FQ0286'BELOW THE CREST OF A HILL, ABOUT 5 FT NORTH OF A USC AND GS
 FQ0286'WITNESS POST, AND STAMPED, CINDA 1958.  R.M. 1 IS A STANDARD
 FQ0286'USC AND GS REFERENCE MARK BRASS CAP, LOCATED ABOUT 28 FT
 FQ0286'SOUTHWEST OF THE MAIN STATION, SET ON A 3 IN PIPE, UP ABOUT 0.4
 FQ0286'FT, STAMPED, CINDA NO 1 1958.  R.M. 2 IS A STANDARD USC
 FQ0286'AND GS REFERENCE MARK BRASS CAP, SET ON A 3 IN PIPE, UP
 FQ0286'0.3 FT, LOCATED ABOUT 25 FT NORTHWEST OF THE STATION, AND
 FQ0286'STAMPED, CINDA NO 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0287 ***********************************************************************
 FQ0287  DESIGNATION -  CINDA RM 1
 FQ0287  PID         -  FQ0287
 FQ0287  STATE/COUNTY-  AZ/COCONINO
 FQ0287  USGS QUAD   -  BELLEMONT (1980)
 FQ0287
 FQ0287                         *CURRENT SURVEY CONTROL
 FQ0287  ___________________________________________________________________
 FQ0287* NAD 83(1986)-  35 14 45.     (N)    111 52 17.     (W)     SCALED    
 FQ0287* NAVD 88     -      2250.684  (meters)    7384.12   (feet)  ADJUSTED  
 FQ0287  ___________________________________________________________________
 FQ0287  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0287  DYNAMIC HT  -        2247.487 (meters)    7373.63  (feet)  COMP
 FQ0287  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0287
 FQ0287  VERT ORDER  -  SECOND    CLASS 0
 FQ0287
 FQ0287.The horizontal coordinates were scaled from a topographic map and have
 FQ0287.an estimated accuracy of +/- 6 seconds.
 FQ0287
 FQ0287.The orthometric height was determined by differential leveling
 FQ0287.and adjusted by the National Geodetic Survey in June 1991..
 FQ0287
 FQ0287.The geoid height was determined by GEOID03.
 FQ0287
 FQ0287.The dynamic height is computed by dividing the NAVD 88
 FQ0287.geopotential number by the normal gravity value computed on the
 FQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0287.degrees latitude (g = 980.6199 gals.).
 FQ0287
 FQ0287.The modeled gravity was interpolated from observed gravity values.
 FQ0287
 FQ0287;                    North         East    Units  Estimated Accuracy
 FQ0287;SPC AZ C     -   470,850.      217,480.      MT  (+/- 180 meters Scaled)
 FQ0287
 FQ0287                          SUPERSEDED SURVEY CONTROL
 FQ0287
 FQ0287  NGVD 29 (??/??/92) 2249.662  (m)         7380.77   (f) ADJ UNCH    2 0
 FQ0287
 FQ0287.Superseded values are not recommended for survey control.
 FQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0287.See file dsdata.txt to determine how the superseded data were derived.
 FQ0287
 FQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE207006(NAD 83)
 FQ0287_MARKER: DR = REFERENCE MARK DISK
 FQ0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0287_STAMPING: CINDA NO 1 1958
 FQ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0287
 FQ0287  HISTORY     - Date     Condition        Report By
 FQ0287  HISTORY     - 1958     MONUMENTED       CGS
 FQ0287
 FQ0287                          STATION DESCRIPTION
 FQ0287
 FQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0287'13.9 MI W FROM FLAGSTAFF.
 FQ0287'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0287'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0287'ENTRANCE TO THE NAVAJO ORDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0287'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0287'FOR 0.3 MILE TO THE TOP OF THE HILL, ABOUT 6 FEET BELOW THE HIGHEST
 FQ0287'POINT AND WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 4
 FQ0287'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0288 ***********************************************************************
 FQ0288  DESIGNATION -  CINDA RM 2
 FQ0288  PID         -  FQ0288
 FQ0288  STATE/COUNTY-  AZ/COCONINO
 FQ0288  USGS QUAD   -  BELLEMONT (1980)
 FQ0288
 FQ0288                         *CURRENT SURVEY CONTROL
 FQ0288  ___________________________________________________________________
 FQ0288* NAD 83(1986)-  35 14 45.     (N)    111 52 17.     (W)     SCALED    
 FQ0288* NAVD 88     -      2249.186  (meters)    7379.20   (feet)  ADJUSTED  
 FQ0288  ___________________________________________________________________
 FQ0288  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0288  DYNAMIC HT  -        2245.991 (meters)    7368.72  (feet)  COMP
 FQ0288  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0288
 FQ0288  VERT ORDER  -  SECOND    CLASS 0
 FQ0288
 FQ0288.The horizontal coordinates were scaled from a topographic map and have
 FQ0288.an estimated accuracy of +/- 6 seconds.
 FQ0288
 FQ0288.The orthometric height was determined by differential leveling
 FQ0288.and adjusted by the National Geodetic Survey in June 1991..
 FQ0288
 FQ0288.The geoid height was determined by GEOID03.
 FQ0288
 FQ0288.The dynamic height is computed by dividing the NAVD 88
 FQ0288.geopotential number by the normal gravity value computed on the
 FQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0288.degrees latitude (g = 980.6199 gals.).
 FQ0288
 FQ0288.The modeled gravity was interpolated from observed gravity values.
 FQ0288
 FQ0288;                    North         East    Units  Estimated Accuracy
 FQ0288;SPC AZ C     -   470,850.      217,480.      MT  (+/- 180 meters Scaled)
 FQ0288
 FQ0288                          SUPERSEDED SURVEY CONTROL
 FQ0288
 FQ0288  NGVD 29 (??/??/92) 2248.163  (m)         7375.85   (f) ADJ UNCH    2 0
 FQ0288
 FQ0288.Superseded values are not recommended for survey control.
 FQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0288.See file dsdata.txt to determine how the superseded data were derived.
 FQ0288
 FQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE207006(NAD 83)
 FQ0288_MARKER: DR = REFERENCE MARK DISK
 FQ0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0288_STAMPING: CINDA NO 2 1958
 FQ0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0288
 FQ0288  HISTORY     - Date     Condition        Report By
 FQ0288  HISTORY     - 1958     MONUMENTED       CGS
 FQ0288
 FQ0288                          STATION DESCRIPTION
 FQ0288
 FQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0288'13.9 MI W FROM FLAGSTAFF.
 FQ0288'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0288'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0288'ENTRANCE TO THE NAVAJO CRDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0288'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0288'FOR 0.3 MILE TO THE TOP OF THE HILL, ABOUT 10 FEET BELOW THE HIGHEST
 FQ0288'POINT AND WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT IS FLUSH WITH
 FQ0288'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0632 ***********************************************************************
 FQ0632  DESIGNATION -  CINDER
 FQ0632  PID         -  FQ0632
 FQ0632  STATE/COUNTY-  AZ/COCONINO
 FQ0632  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0632
 FQ0632                         *CURRENT SURVEY CONTROL
 FQ0632  ___________________________________________________________________
 FQ0632* NAD 83(1992)-  35 07 50.41440(N)    111 37 18.69035(W)     ADJUSTED  
 FQ0632* NAVD 88     -      2129.     (meters)    6985.     (feet)  SCALED    
 FQ0632  ___________________________________________________________________
 FQ0632  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FQ0632  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0632
 FQ0632  HORZ ORDER  -  SECOND
 FQ0632
 FQ0632.The horizontal coordinates were established by classical geodetic methods
 FQ0632.and adjusted by the National Geodetic Survey in August 1993..
 FQ0632
 FQ0632.The orthometric height was scaled from a topographic map.
 FQ0632
 FQ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0632
 FQ0632.The geoid height was determined by GEOID03.
 FQ0632
 FQ0632;                    North         East     Units Scale Factor Converg.
 FQ0632;SPC AZ C     -   458,109.377   240,227.004   MT  0.99990889   +0 10 10.7
 FQ0632;SPC AZ C     - 1,502,983.52    788,146.34   iFT  0.99990889   +0 10 10.7
 FQ0632;UTM  12      - 3,887,711.028   443,344.368   MT  0.99963956   -0 21 28.3
 FQ0632
 FQ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0632!SPC AZ C     -   0.99966958  x   0.99990889  =   0.99957850
 FQ0632!UTM  12      -   0.99966958  x   0.99963956  =   0.99930926
 FQ0632
 FQ0632|---------------------------------------------------------------------|
 FQ0632| PID    Reference Object                     Distance      Geod. Az  |
 FQ0632|                                                           dddmmss.s |
 FQ0632| CH2917 CINDER RM 2                          29.971 METERS 12907     |
 FQ0632| FQ0330 PORTAL                              APPROX. 5.7 KM 2801944.2 |
 FQ0632| CH2915 CINDER AZ MK                                       2991440.3 |
 FQ0632| CH2916 CINDER RM 1                          29.523 METERS 34510     |
 FQ0632|---------------------------------------------------------------------|
 FQ0632
 FQ0632                          SUPERSEDED SURVEY CONTROL
 FQ0632
 FQ0632  NAD 83(1986)-  35 07 50.41208(N)    111 37 18.68920(W) AD(       ) 2
 FQ0632  NAD 27      -  35 07 50.36150(N)    111 37 16.10390(W) AD(       ) 2
 FQ0632
 FQ0632.Superseded values are not recommended for survey control.
 FQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0632.See file dsdata.txt to determine how the superseded data were derived.
 FQ0632
 FQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4334487711(NAD 83)
 FQ0632_MARKER: DD = SURVEY DISK
 FQ0632_SETTING: 80 = SET IN A BOULDER
 FQ0632_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0632
 FQ0632  HISTORY     - Date     Condition        Report By
 FQ0632  HISTORY     - 1959     MONUMENTED       USFS
 FQ0632  HISTORY     - 1974     GOOD             NGS
 FQ0632
 FQ0632                          STATION DESCRIPTION
 FQ0632
 FQ0632'DESCRIBED BY US FOREST SERVICE 1959 (SLH)
 FQ0632'THE STATION IS ON A TREE COVERED KNOLL ABOUT 4 MILES SOUTH OF
 FQ0632'FLAGSTAFF, ABOUT 2 MILES WEST OF THE WEST END OF LAKE MARY AND
 FQ0632'JUST SOUTH OF AN OLD ROCK QUARRY.
 FQ0632'
 FQ0632'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF GO
 FQ0632'SOUTHWESTERLY ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE TO THE
 FQ0632'JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A IN THE SOUTHWEST PART
 FQ0632'OF FLAGSTAFF.  FOLLOW 89A SOUTH, TOWARD OAK CREEK CANYON, FOR
 FQ0632'1.5 MILES TO A Y FORK, TAKE LEFT FORK SOUTHEAST FOR 3.9 MILES
 FQ0632'TO A SIDE ROAD RIGHT.  TURN RIGHT PASSING THRU WIRE GATE, THEN
 FQ0632'TURN RIGHT AGAIN AND FOLLOW OLD ROAD WESTERLY ALONG THE SOUTH
 FQ0632'SIDE OF THE FENCE FOR 0.05 MILE TO THE END OF THE OLD ROAD.
 FQ0632'HERE FOLLOW THE TRACK ROAD SOUTHWEST AND SOUTH AROUND THE WEST
 FQ0632'END OF THE OLD ROCK QUARRY FOR 0.2 MILE TO A SMALL SADDLE,
 FQ0632'THE AZIMUTH MARK IS 285 FEET WEST OF THIS POINT.
 FQ0632'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1 MILE, HERE THE
 FQ0632'TRACK ROAD VEERS TO THE EAST AND NORTH FOR 0.2 MILE TO THE
 FQ0632'STATION AND REFERENCE MARKS.
 FQ0632'
 FQ0632'THE STATION MARK, A STANDARD U.S. FOREST SERVICE DISK CEMENTED
 FQ0632'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES, IS 53
 FQ0632'FEET SOUTHWEST OF A TREE WITH A TRIANGLE BLAZE AND 40 FEET
 FQ0632'SOUTH OF THE SUMMIT OF THE KNOLL.  IT IS STAMPED CINDER.
 FQ0632'
 FQ0632'REFERENCE MARK NO. 1 IS 24 FEET NORTHWEST OF A TREE WITH A
 FQ0632'TRIANGLE BLAZE.  ROJECTS 3 INCHES AND IS STAMPED CINDER
 FQ0632'R.M. 1 USFS 1959.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED
 FQ0632'IN A DRILL HOLE IN A BOULDER.
 FQ0632'
 FQ0632'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF A TREE WITH A TRIANGLE
 FQ0632'BLAZE.  THE BOULDER PROJECTS 18 INCHES AND THE DISK IS STAMPED
 FQ0632'CINDER R.M. 2 USFS 1959.  IT IS A STANDARD REFERENCE MARK DISK
 FQ0632'CEMENTED IN A DRILL HOLE IN A BOULDER.
 FQ0632'
 FQ0632'THE AZIMUTH MARK IS 285 FEET WEST OF THE CENTER OF A TRACK ROAD
 FQ0632'AND 60 FEET NORTHWEST OF A TREE WITH A TRIANGLE BLAZE.  IT IS
 FQ0632'SET FLUSH AND IS STAMPED CINDER 1959 USFS.  IT IS A STANDARD
 FQ0632'AZIMUTH MARK DISK CEMENTED IN THE TOP OF A CONCRETE POST THAT
 FQ0632'IS 12 INCHES SQUARE AT THE TOP.
 FQ0632
 FQ0632                          STATION RECOVERY (1974)
 FQ0632
 FQ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0632'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0632'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0632'REFERENCE MARKS CHECK ABOUT 1 MINUTE EACH.  THE DISTANCE TO
 FQ0632'R.M. 1 CHECKS 0.015 METER AND R.M. 2 CHECKS 0.001 METER.  THE
 FQ0632'AZIMUTH MARK WAS NOT RECOVERED.
 FQ0632'
 FQ0632'TO REACH THE STATION FROM 4TH STREET AND U.S. HIGHWAYS 66 AND
 FQ0632'89 IN EAST FLAGSTAFF GO NORTH ALONG U.S. 89 FOR 13.9 MILE TO
 FQ0632'SUNSET CRATER ROAD ON THE RIGHT.  CONTINUE NORTH FOR 11.8 MILES
 FQ0632'TO A SIDE ROAD ON THE LEFT JUST NORTH OF GEM CITY INDIAN
 FQ0632'VILLAGE.  TURN LEFT ON DIRT ROAD LEADING WEST AND SOUTHWEST FOR
 FQ0632'1.1 MILES TO A POWER LINE ROAD LEADING SOUTH.  TURN LEFT 0.25
 FQ0632'MILE TO A DIRT TRACK LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 FQ0632'TO STATION.
 FQ0632'
 FQ0632'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0632'
 FQ0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23-1/2 MILES
 FQ0632'NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0700 ***********************************************************************
 FQ0700  DESIGNATION -  CINDER
 FQ0700  PID         -  FQ0700
 FQ0700  STATE/COUNTY-  AZ/COCONINO
 FQ0700  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0700
 FQ0700                         *CURRENT SURVEY CONTROL
 FQ0700  ___________________________________________________________________
 FQ0700* NAD 83(1992)-  35 31 20.89718(N)    111 32 45.11041(W)     ADJUSTED  
 FQ0700* NAVD 88     -      1842.81   (+/-2cm)    6046.0    (feet)  VERTCON   
 FQ0700  ___________________________________________________________________
 FQ0700  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 FQ0700  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0700
 FQ0700  HORZ ORDER  -  SECOND
 FQ0700  VERT ORDER  -  THIRD ? (See Below)
 FQ0700
 FQ0700.The horizontal coordinates were established by classical geodetic methods
 FQ0700.and adjusted by the National Geodetic Survey in August 1993..
 FQ0700
 FQ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0700.The vertical order pertains to the NGVD 29 superseded value.
 FQ0700
 FQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0700
 FQ0700.The geoid height was determined by GEOID03.
 FQ0700
 FQ0700;                    North         East     Units Scale Factor Converg.
 FQ0700;SPC AZ C     -   501,597.435   246,990.041   MT  0.99991393   +0 12 55.6
 FQ0700;SPC AZ C     - 1,645,660.88    810,334.78   iFT  0.99991393   +0 12 55.6
 FQ0700;UTM  12      - 3,931,122.649   450,507.448   MT  0.99963018   -0 19 01.8
 FQ0700
 FQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0700!SPC AZ C     -   0.99971448  x   0.99991393  =   0.99962844
 FQ0700!UTM  12      -   0.99971448  x   0.99963018  =   0.99934477
 FQ0700
 FQ0700:                Primary Azimuth Mark                     Grid Az
 FQ0700:SPC AZ C     -  SHADOW                                   007 59 36.4
 FQ0700:UTM  12      -  SHADOW                                   008 31 33.8
 FQ0700
 FQ0700|---------------------------------------------------------------------|
 FQ0700| PID    Reference Object                     Distance      Geod. Az  |
 FQ0700|                                                           dddmmss.s |
 FQ0700| FQ0587 SHADOW                              APPROX.51.7 KM 0081232.0 |
 FQ0700| CH2910 CINDER AZ MK                                       0171531.2 |
 FQ0700| CH2911 CINDER RM 1                           7.448 METERS 15901     |
 FQ0700| FQ0611 DEADMAN LOOKOUT TOWER               APPROX.11.7 KM 2152736.1 |
 FQ0700| CH2912 CINDER RM 2                           5.995 METERS 26126     |
 FQ0700|---------------------------------------------------------------------|
 FQ0700
 FQ0700                          SUPERSEDED SURVEY CONTROL
 FQ0700
 FQ0700  NAD 83(1986)-  35 31 20.89554(N)    111 32 45.10734(W) AD(       ) 2
 FQ0700  NAD 27      -  35 31 20.87952(N)    111 32 42.54914(W) AD(       ) 2
 FQ0700  NGVD 29 (07/19/86) 1841.91   (m)         6043.0    (f) LEVELING    3  
 FQ0700
 FQ0700.Superseded values are not recommended for survey control.
 FQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0700.See file dsdata.txt to determine how the superseded data were derived.
 FQ0700
 FQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5050731123(NAD 83)
 FQ0700_MARKER: DS = TRIANGULATION STATION DISK
 FQ0700_SETTING: 80 = SET IN A BOULDER
 FQ0700_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0700
 FQ0700  HISTORY     - Date     Condition        Report By
 FQ0700  HISTORY     - 1936     MONUMENTED       CGS
 FQ0700  HISTORY     - 1959     GOOD             USGS
 FQ0700  HISTORY     - 1965     GOOD             USGS
 FQ0700  HISTORY     - 1967     GOOD             CGS
 FQ0700  HISTORY     - 1968     GOOD             AMS
 FQ0700  HISTORY     - 1969     GOOD             USGS
 FQ0700  HISTORY     - 1972     GOOD             AZHD
 FQ0700  HISTORY     - 1974     GOOD             NGS
 FQ0700  HISTORY     - 1976     GOOD             NGS
 FQ0700
 FQ0700                          STATION DESCRIPTION
 FQ0700
 FQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0700'STATION IS LOCATED ON A KNOLL AT THE NORTHEAST END OF A MESA,
 FQ0700'ABOUT 200 YARDS WEST OF U.S. HIGHWAY 89 AND IS 1 MILE SOUTH
 FQ0700'BY ROAD FROM THE LARGE RED RAIL CATTLE GUARD ACROSS THE
 FQ0700'HIGHWAY AT THE NORTH BOUNDARY OF THE COCONINO NATIONAL FOREST.
 FQ0700'
 FQ0700'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, 6
 FQ0700'MILES EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 FOR 13.9 MILES
 FQ0700'TO RED RAIL CATTLE GUARD ACROSS GRADED ROAD ON LEFT.  CONTINUE
 FQ0700'NORTH ON HIGHWAY 89 FOR 2.4 MILES TO RED RAIL CATTLE GUARD
 FQ0700'ACROSS HIGHWAY.  CONTINUE NORTH ON HIGHWAY 89 FOR 4.4 MILES
 FQ0700'TO FOOT OF HILL WHERE ROAD LEVELS OFF TO NORTH ON A LONG
 FQ0700'TANGENT AND SIDE TRACK ROAD TO RIGHT.  CONTINUE NORTH FOR 0.1
 FQ0700'MILE TO U.S. 89 SIGN ON WEST OF HIGHWAY.  STATION IS ABOUT
 FQ0700'200 YARDS WEST OF THIS POINT ON NORTHEAST END OF MESA.  BY
 FQ0700'TRAVELING NORTH ON SLOPE OF MESA AND THEN SOUTH, TRUCK MAY
 FQ0700'BE DRIVEN TO STATION, IF NOT IT IS A 10-MINUTE PACK FROM THE
 FQ0700'HIGHWAY.  (AT THIS DATE HIGHWAY IS BEING REROUTED BUT
 FQ0700'WILL NOT OFFER CONFUSION IN REACHING STATION AS
 FQ0700'DESCRIBED).
 FQ0700'
 FQ0700'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 FQ0700'
 FQ0700'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND SET IN A
 FQ0700'BURIED LAVA BOULDER.
 FQ0700'
 FQ0700'STATION MARK, IS SET IN A BURIED LAVA BOULDER FLUSH
 FQ0700'WITH THE GROUND.  MAY BECOME COVERED WITH CINDERS.
 FQ0700'
 FQ0700'AZIMUTH MARK IS SET IN THE SOUTH WINGWALL OF A CONCRETE
 FQ0700'CULVERT 25 FEET EAST OF U.S. HIGHWAY 89.  (CULVERT IS BENEATH
 FQ0700'DIRT ROAD LEADING AND AT ENTRANCE TO WUPATKI NATIONAL MONUMENT.)
 FQ0700'IT IS IN THE WEST END OF THE WINGWALL AND IS AN ARIZONA HIGHWAY
 FQ0700'DEPARTMENT, BENCH MARK STAMPED 5730.91 35 1157 - 81.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FQ0700
 FQ0700                          STATION RECOVERY (1959)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FQ0700'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0700'AGREE WITH NGS.
 FQ0700
 FQ0700                          STATION RECOVERY (1965)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0700'RECOVERED IN GOOD CONDITION.
 FQ0700
 FQ0700                          STATION RECOVERY (1967)
 FQ0700
 FQ0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 FQ0700'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE LOCATED.  IT
 FQ0700'IS BELIEVED THAT THE MARK WAS BURIED BY FILL ALONG THE HIGHWAY
 FQ0700'SHOULDER.
 FQ0700'
 FQ0700'A NEW TO REACH FOLLOWS.  FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0700'66 AND 89, 6 MILES EAST OF FLAGSTAFF, GO NORTH ON HWY. 89.
 FQ0700'AT 17.7 MILES PASS THE SACRED MOUNTAIN TRADING POST ON THE
 FQ0700'LEFT (WEST) SIDE OF THE HIGHWAY.  CONTINUE NORTH ON HWY. 89
 FQ0700'FOR 5.9 MILES TO A GATE ON THE LEFT SIDE OF THE HIGHWAY
 FQ0700'(WEST).  THE GATE LEADS TO THE 345 KV TRANSMISSION TOWERS 467.
 FQ0700'THE ANTELOPE HILLS RESTAURANT AND MOTEL IS ON THE EAST SIDE
 FQ0700'OF THE HIGHWAY.  FOLLOW THE GRADED ROAD SOUTH 1.1 MILES TO A
 FQ0700'LINE OF TELEPHONE POLES AND A TRACK ROAD ON THE LEFT.  FOLLOW
 FQ0700'THE TRACK ROAD SOUTHEASTERLY TO THE TOP OF THE MESA 0.5
 FQ0700'MILES.  THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FQ0700'MESA.
 FQ0700
 FQ0700                          STATION RECOVERY (1968)
 FQ0700
 FQ0700'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 FQ0700'STATION, R.M. NO 1 AND R.M. NO 2 WERE RECOVERED
 FQ0700'
 FQ0700'THE AZIMUTH MARK COULD NOT BE FOUND, BELIEVED DESTROYED BY
 FQ0700'ROAD CONSTRUCTION
 FQ0700
 FQ0700                          STATION RECOVERY (1969)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0700'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0700
 FQ0700                          STATION RECOVERY (1972)
 FQ0700
 FQ0700'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0700'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0700'
 FQ0700'TO REACH AS PER DESCRIPTION.
 FQ0700'
 FQ0700'STATION MARK AS PER DESCRIPTION.
 FQ0700'
 FQ0700'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 FQ0700'
 FQ0700'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0700
 FQ0700                          STATION RECOVERY (1974)
 FQ0700
 FQ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0700'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0700'REFERENCE MARKS CHECK ABOUT 1 MINUTE EACH.  THE DISTANCE TO RM 1
 FQ0700'CHECKS 0.015 METER AND RM 2 CHECKS 0.001 METER.  THE AZIMUTH MARK
 FQ0700'WAS NOT RECOVERED.
 FQ0700'
 FQ0700'TO REACH THE STATION FROM 4TH STREET AND U.S. HIGHWAYS 66 AND
 FQ0700'89 IN EAST FLAGSTAFF GO NORTH ALONG U.S. 89 FOR 13.9 MILE TO SUNSET
 FQ0700'CRATER ROAD ON THE RIGHT.  CONTINUE NORTH FOR 11.8 MILES TO
 FQ0700'A SIDE ROAD ON THE LEFT JUST NORTH OF GEM CITY INDIAN
 FQ0700'VILLAGTURN LEFT ON DIRT ROAD LEADING WEST AND SOUTHWEST FOR
 FQ0700'1.1 MILES TO A POWER LINE ROAD LEADING SOUTH.  TURN LEFT 0.25
 FQ0700'MILE TO A DIRT TRACK LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 FQ0700'TO STATION.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0700'
 FQ0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0700'23-1/2 MILES NORTH.
 FQ0700
 FQ0700                          STATION RECOVERY (1976)
 FQ0700
 FQ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0700'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO REFERENCE
 FQ0700'MARKS CHECKED WITHIN 1 MINUTE AND DISTANCE CHECK FLAT.
 FQ0700'
 FQ0700'THE STATION IS SET ATOP A GRASSY CINDER KNOLL WITH A FEW SPARSE
 FQ0700'CEDAR TREES AND AT NORTH END OF HILLS.
 FQ0700'
 FQ0700'THE 1974 TO REACH DESCRIPTION IS ADEQUATE.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0700'
 FQ0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0700'23-1/2 MILES NORTH OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0868 ***********************************************************************
 FR0868  DESIGNATION -  CINDER
 FR0868  PID         -  FR0868
 FR0868  STATE/COUNTY-  AZ/COCONINO
 FR0868  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0868
 FR0868                         *CURRENT SURVEY CONTROL
 FR0868  ___________________________________________________________________
 FR0868* NAD 83(1992)-  35 20 54.09502(N)    112 09 59.13137(W)     ADJUSTED  
 FR0868* NAVD 88     -      2027.8    (meters)    6653.     (feet)  VERTCON   
 FR0868  ___________________________________________________________________
 FR0868  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 FR0868  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FR0868
 FR0868  HORZ ORDER  -  SECOND
 FR0868
 FR0868.The horizontal coordinates were established by classical geodetic methods
 FR0868.and adjusted by the National Geodetic Survey in August 1993..
 FR0868
 FR0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0868
 FR0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0868
 FR0868.The geoid height was determined by GEOID03.
 FR0868
 FR0868;                    North         East     Units Scale Factor Converg.
 FR0868;SPC AZ C     -   482,247.318   190,659.281   MT  0.99990635   -0 08 40.2
 FR0868;SPC AZ C     - 1,582,176.24    625,522.58   iFT  0.99990635   -0 08 40.2
 FR0868;UTM  12      - 3,912,300.159   394,012.379   MT  0.99973843   -0 40 29.6
 FR0868
 FR0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0868!SPC AZ C     -   0.99968552  x   0.99990635  =   0.99959190
 FR0868!UTM  12      -   0.99968552  x   0.99973843  =   0.99942403
 FR0868
 FR0868:                Primary Azimuth Mark                     Grid Az
 FR0868:SPC AZ C     -  RUINS                                    001 43 46.0
 FR0868:UTM  12      -  RUINS                                    002 15 35.4
 FR0868
 FR0868|---------------------------------------------------------------------|
 FR0868| PID    Reference Object                     Distance      Geod. Az  |
 FR0868|                                                           dddmmss.s |
 FR0868| FR0871 RUINS                               APPROX. 5.9 KM 0013505.8 |
 FR0868| CH2914 CINDER RM 2                          13.138 METERS 17658     |
 FR0868| CH2913 CINDER RM 1                          13.459 METERS 35855     |
 FR0868|---------------------------------------------------------------------|
 FR0868
 FR0868                          SUPERSEDED SURVEY CONTROL
 FR0868
 FR0868  NAD 83(1986)-  35 20 54.09290(N)    112 09 59.12702(W) AD(       ) 2
 FR0868  NAD 27      -  35 20 54.06241(N)    112 09 56.52683(W) AD(       ) 2
 FR0868  NGVD 29 (07/19/86) 2026.8    (m)         6650.     (f) VERT ANG       
 FR0868
 FR0868.Superseded values are not recommended for survey control.
 FR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0868.See file dsdata.txt to determine how the superseded data were derived.
 FR0868
 FR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9401212300(NAD 83)
 FR0868_MARKER: DD = SURVEY DISK
 FR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0868+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FR0868
 FR0868  HISTORY     - Date     Condition        Report By
 FR0868  HISTORY     - 1975     MONUMENTED       AZDT
 FR0868  HISTORY     - 20000715 GOOD             AZDT
 FR0868  HISTORY     - 20011127 GOOD             INDIV
 FR0868
 FR0868                          STATION DESCRIPTION
 FR0868
 FR0868'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0868'THE STATION IS ABOUT 6.9 MILES NORTH OF WILLIAMS IN THE EAST
 FR0868'RIGHT-OF-WAY OF ARIZONA ROUTE 64.
 FR0868'
 FR0868'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDERS 1975
 FR0868'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET
 FR0868'EAST OF HIGHWAY 64 CENTERLINE, 5 FEET WEST OF RIGHT-OF-WAY FENCE
 FR0868'AND 2.8 FEET WEST OF A WITNESS POST AND SIGN.
 FR0868'
 FR0868'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDER
 FR0868'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4
 FR0868'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND IS 43 FEET SOUTH OF
 FR0868'WITNESS POST.
 FR0868'
 FR0868'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDER
 FR0868'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 44
 FR0868'FEET NORTH OF WITNESS POST AND 4 FEET WEST OF THE EAST
 FR0868'RIGHT-OF-WAY FENCE.
 FR0868'
 FR0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROUTE
 FR0868'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE ROUTE 64 TO MILE
 FR0868'POST 191.97 AND TO THE STATION IN THE EAST RIGHT-OF-WAY.
 FR0868'
 FR0868'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0868
 FR0868                          STATION RECOVERY (2000)
 FR0868
 FR0868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0868'RECOVERED IN GOOD CONDITION.
 FR0868
 FR0868                          STATION RECOVERY (2001)
 FR0868
 FR0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FR0868'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1271 ***********************************************************************
 DA1271  DESIGNATION -  CINDER
 DA1271  PID         -  DA1271
 DA1271  STATE/COUNTY-  AZ/MARICOPA
 DA1271  USGS QUAD   -  SENTINEL SE (1986)
 DA1271
 DA1271                         *CURRENT SURVEY CONTROL
 DA1271  ___________________________________________________________________
 DA1271* NAD 83(1992)-  32 47 28.34395(N)    113 01 03.45386(W)     ADJUSTED  
 DA1271* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 DA1271  ___________________________________________________________________
 DA1271  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DA1271  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1271
 DA1271  HORZ ORDER  -  THIRD
 DA1271
 DA1271.The horizontal coordinates were established by classical geodetic methods
 DA1271.and adjusted by the National Geodetic Survey in August 1993..
 DA1271
 DA1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1271
 DA1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1271
 DA1271.The geoid height was determined by GEOID03.
 DA1271
 DA1271;                    North         East     Units Scale Factor Converg.
 DA1271;SPC AZ C     -   199,134.751   110,237.818   MT  1.00003108   -0 35 46.7
 DA1271;SPC AZ C     -   653,329.24    361,672.63   iFT  1.00003108   -0 35 46.7
 DA1271;UTM  12      - 3,629,942.572   311,062.829   MT  1.00004018   -1 05 34.9
 DA1271
 DA1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1271!SPC AZ C     -   0.99995788  x   1.00003108  =   0.99998896
 DA1271!UTM  12      -   0.99995788  x   1.00004018  =   0.99999806
 DA1271
 DA1271:                Primary Azimuth Mark                     Grid Az
 DA1271:SPC AZ C     -  CORNEZ                                   205 27 49.0
 DA1271:UTM  12      -  CORNEZ                                   205 57 37.2
 DA1271
 DA1271|---------------------------------------------------------------------|
 DA1271| PID    Reference Object                     Distance      Geod. Az  |
 DA1271|                                                           dddmmss.s |
 DA1271| DA1273 CORNEZ                              APPROX.20.1 KM 2045202.3 |
 DA1271|---------------------------------------------------------------------|
 DA1271
 DA1271                          SUPERSEDED SURVEY CONTROL
 DA1271
 DA1271  NAD 83(1986)-  32 47 28.33479(N)    113 01 03.45745(W) AD(       ) 3
 DA1271  NGVD 29 (06/20/88)  299.3    (m)          982.     (f) VERT ANG       
 DA1271
 DA1271.Superseded values are not recommended for survey control.
 DA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1271.See file dsdata.txt to determine how the superseded data were derived.
 DA1271
 DA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1106329943(NAD 83)
 DA1271_MARKER: DS = TRIANGULATION STATION DISK
 DA1271_SETTING: 66 = SET IN ROCK OUTCROP
 DA1271_SP_SET: SET IN BEDROCK
 DA1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1271+STABILITY: POSITION/ELEVATION WELL
 DA1271
 DA1271  HISTORY     - Date     Condition        Report By
 DA1271  HISTORY     - 1948     MONUMENTED       USGS
 DA1271
 DA1271                          STATION DESCRIPTION
 DA1271
 DA1271'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1271'LOCATED ABOUT 13.5 MI W. AND 11.0 MI S. OF GILA BEND.  ON HIGHEST
 DA1271'POINT OF ROCKY TOP.
 DA1271'
 DA1271'TO REACH FROM GILA BEND, DRIVE 6.6 MI S. ON STATE HWY. 86.  TURN
 DA1271'RIGHT FOLLOWING DIRT RD. 2.9 MI WNW. SKIRTING AIRFIELD AROUND
 DA1271'NORTH SIDE.  CONTINUE W. AND SW. 9.2 MI TO ANOTHER AIRFIELD.  CROSS
 DA1271'FIELD AND GO WSW. CROSS-COUNTRY FROM SOUTHWEST CORNER OF LANDING
 DA1271'STRIP 5.0 MI TO BASE OF HILL.  WALK TO TOP AND STATION.
 DA1271'
 DA1271'STATION MARK--STANDARD TABLET STAMPED---CINDER 1948---, CEMENTED IN
 DA1271'BEDROCK UNDER 4-FT CAIRN.
 DA1271'
 DA1271'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
 DA1271'
 DA1271'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0369 ***********************************************************************
 CF0369  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0369  DESIGNATION -  CINDER
 CF0369  PID         -  CF0369
 CF0369  STATE/COUNTY-  AZ/COCHISE
 CF0369  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0369
 CF0369                         *CURRENT SURVEY CONTROL
 CF0369  ___________________________________________________________________
 CF0369* NAD 83(1992)-  31 32 09.28563(N)    109 17 24.32970(W)     ADJUSTED  
 CF0369* NAVD 88     -      1410.18   (meters)    4626.6    (feet)  GPS OBS   
 CF0369  ___________________________________________________________________
 CF0369  X           -  -1,797,879.945 (meters)                     COMP
 CF0369  Y           -  -5,136,786.800 (meters)                     COMP
 CF0369  Z           -   3,317,405.096 (meters)                     COMP
 CF0369  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CF0369  ELLIP HEIGHT-        1383.41  (meters)          (03/22/05) GPS OBS
 CF0369  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CF0369
 CF0369  HORZ ORDER  -  A
 CF0369  ELLP ORDER  -  FOURTH    CLASS I
 CF0369
 CF0369.The horizontal coordinates were established by GPS observations
 CF0369.and adjusted by the National Geodetic Survey in March 2005..
 CF0369
 CF0369.The orthometric height was determined by GPS observations and a
 CF0369.high-resolution geoid model using precise GPS observation and
 CF0369.processing techniques.
 CF0369
 CF0369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0369
 CF0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0369
 CF0369.The ellipsoidal height was determined by GPS observations
 CF0369.and is referenced to NAD 83.
 CF0369
 CF0369.The geoid height was determined by GEOID03.
 CF0369
 CF0369;                    North         East     Units Scale Factor Converg.
 CF0369;SPC AZ E     -    59,745.934   296,597.979   MT  0.99998543   +0 27 30.6
 CF0369;SPC AZ E     -   196,016.84    973,090.48   iFT  0.99998543   +0 27 30.6
 CF0369;UTM  12      - 3,490,264.137   662,329.190   MT  0.99992501   +0 53 40.3
 CF0369
 CF0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0369!SPC AZ E     -   0.99978282  x   0.99998543  =   0.99976825
 CF0369!UTM  12      -   0.99978282  x   0.99992501  =   0.99970784
 CF0369
 CF0369|---------------------------------------------------------------------|
 CF0369| PID    Reference Object                     Distance      Geod. Az  |
 CF0369|                                                           dddmmss.s |
 CF0369| CS5391 CINDER RM 1                           9.140 METERS 14154     |
 CF0369| CS5392 CINDER RM 2                          10.016 METERS 31820     |
 CF0369|---------------------------------------------------------------------|
 CF0369
 CF0369                          SUPERSEDED SURVEY CONTROL
 CF0369
 CF0369  NAD 83(1992)-  31 32 09.28562(N)    109 17 24.32642(W) AD(       ) 2
 CF0369  NAD 83(1986)-  31 32 09.28439(N)    109 17 24.30856(W) AD(       ) 2
 CF0369  NGVD 29 (03/13/91) 1409.4    (m)         4624.     (f) VERT ANG       
 CF0369
 CF0369.Superseded values are not recommended for survey control.
 CF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0369.See file dsdata.txt to determine how the superseded data were derived.
 CF0369
 CF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6232990264(NAD 83)
 CF0369_MARKER: DS = TRIANGULATION STATION DISK
 CF0369_SETTING: 66 = SET IN ROCK OUTCROP
 CF0369_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0369_STAMPING: CINDER 1982
 CF0369_MARK LOGO: AZDT  
 CF0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0369+STABILITY: POSITION/ELEVATION WELL
 CF0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0369+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0369
 CF0369  HISTORY     - Date     Condition        Report By
 CF0369  HISTORY     - 1982     MONUMENTED       AZDT
 CF0369  HISTORY     - 20031030 GOOD             AZ-003
 CF0369
 CF0369                          STATION DESCRIPTION
 CF0369
 CF0369'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0369'THE STATION IS LOCATED 21 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0369'HIGHWAY 80.
 CF0369'
 CF0369'THE STATION MARK IS AN AZDT DISK STAMPED---CINDER 1982---.  IT IS SET
 CF0369'IN A DRILL HOLE IN BEDROCK 13 FEET NORTHEAST OF THE WITNESS POST AND
 CF0369'150 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE LINE.
 CF0369'
 CF0369'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CINDER RM 1 1982---.  IT IS
 CF0369'SET IN A DRILL HOLE IN BEDROCK.
 CF0369'
 CF0369'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CINDER RM 2 1982---.  IT IS
 CF0369'SET IN A DRILL HOLE IN BEDROCK.
 CF0369'
 CF0369'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0369'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG U.S.
 CF0369'80 FOR 24.4 MILES TO THE END OF TRUCK TRAVEL AT MILEPOST 391.25.  PACK
 CF0369'SOUTHEAST UP THE RIDGE TO THE TOP AND THE STATION.
 CF0369
 CF0369                          STATION RECOVERY (2003)
 CF0369
 CF0369'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0369'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0792 ***********************************************************************
 FR0792  DESIGNATION -  CIRCLE
 FR0792  PID         -  FR0792
 FR0792  STATE/COUNTY-  AZ/COCONINO
 FR0792  USGS QUAD   -  ASH FORK (1979)
 FR0792
 FR0792                         *CURRENT SURVEY CONTROL
 FR0792  ___________________________________________________________________
 FR0792* NAD 83(1992)-  35 12 39.93546(N)    112 22 36.29635(W)     ADJUSTED  
 FR0792* NAVD 88     -      1823.445  (meters)    5982.42   (feet)  ADJUSTED  
 FR0792  ___________________________________________________________________
 FR0792  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 FR0792  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FR0792  DYNAMIC HT  -        1820.990 (meters)    5974.36  (feet)  COMP
 FR0792  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 FR0792
 FR0792  HORZ ORDER  -  SECOND
 FR0792  VERT ORDER  -  SECOND    CLASS 0
 FR0792
 FR0792.The horizontal coordinates were established by classical geodetic methods
 FR0792.and adjusted by the National Geodetic Survey in August 1993..
 FR0792
 FR0792.The orthometric height was determined by differential leveling
 FR0792.and adjusted by the National Geodetic Survey in June 1991..
 FR0792
 FR0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0792
 FR0792.The geoid height was determined by GEOID03.
 FR0792
 FR0792.The dynamic height is computed by dividing the NAVD 88
 FR0792.geopotential number by the normal gravity value computed on the
 FR0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0792.degrees latitude (g = 980.6199 gals.).
 FR0792
 FR0792.The modeled gravity was interpolated from observed gravity values.
 FR0792
 FR0792;                    North         East     Units Scale Factor Converg.
 FR0792;SPC AZ C     -   467,088.053   171,472.112   MT  0.99992162   -0 15 55.0
 FR0792;SPC AZ C     - 1,532,441.12    562,572.55   iFT  0.99992162   -0 15 55.0
 FR0792;UTM  12      - 3,897,321.082   374,688.792   MT  0.99979352   -0 47 38.1
 FR0792
 FR0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0792!SPC AZ C     -   0.99971772  x   0.99992162  =   0.99963936
 FR0792!UTM  12      -   0.99971772  x   0.99979352  =   0.99951130
 FR0792
 FR0792:                Primary Azimuth Mark                     Grid Az
 FR0792:SPC AZ C     -  CORVA                                    022 25 01.3
 FR0792:UTM  12      -  CORVA                                    022 56 44.4
 FR0792
 FR0792|---------------------------------------------------------------------|
 FR0792| PID    Reference Object                     Distance      Geod. Az  |
 FR0792|                                                           dddmmss.s |
 FR0792| FR0888 CORVA                               APPROX. 6.1 KM 0220906.3 |
 FR0792| FR0793 CIRCLE RM 1                           6.094 METERS 10631     |
 FR0792| FR0794 CIRCLE RM 2                           5.452 METERS 19848     |
 FR0792|---------------------------------------------------------------------|
 FR0792
 FR0792                          SUPERSEDED SURVEY CONTROL
 FR0792
 FR0792  NAD 83(1986)-  35 12 39.93384(N)    112 22 36.29344(W) AD(       ) 2
 FR0792  NAD 27      -  35 12 39.89230(N)    112 22 33.65120(W) AD(       ) 2
 FR0792  NGVD 29 (??/??/92) 1822.550  (m)         5979.48   (f) ADJ UNCH    2 0
 FR0792
 FR0792.Superseded values are not recommended for survey control.
 FR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0792.See file dsdata.txt to determine how the superseded data were derived.
 FR0792
 FR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7468997321(NAD 83)
 FR0792_MARKER: DS = TRIANGULATION STATION DISK
 FR0792_SETTING: 66 = SET IN ROCK OUTCROP
 FR0792
 FR0792  HISTORY     - Date     Condition        Report By
 FR0792  HISTORY     - 1958     MONUMENTED       CGS
 FR0792  HISTORY     - 1974     GOOD             USGS
 FR0792  HISTORY     - 1980     GOOD             AZDT
 FR0792
 FR0792                          STATION DESCRIPTION
 FR0792
 FR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0792'THE STATION IS LOCATED ONTHE NORTH POINT OF A ROCKY RIDGE
 FR0792'THAT IS ABOUT 11 MILES AIRLINE SOUTHWEST OF WILLIAMS, 6 MILES
 FR0792'EAST OF ASH FORK, 2-1/2 MILES EAST OF THE MONTE CARLO CAFE
 FR0792'AND MOTEL AND 1/4 MILE SOUTH OF U.S. HIGHWAY 66.
 FR0792'
 FR0792'TO REACH THE STATION FROMTHE AT AND SF RAILROAD DEPOT IN WILLIAMS,
 FR0792'GO WEST ON U.S. HIGHWAY 66 FOR 6.2 MILES TO A CONCRETE DAM
 FR0792'AND A SMALL LAKE ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY
 FR0792'FOR 5.3 MILES TO A CROSSROAD AND STOCK GUARDS ON EITHER SIDE
 FR0792'OF THE HIGHWAY, TURN LEFT, SOUTH, AS PER SIGN XX WINTER CAMP,
 FR0792'CROSS THE STOCK GUARD AND GO SOUTH FOR 0.2 MILE ON THE DIRT
 FR0792'ROAD, TURN LEFT, EAST, LEAVING THE DIRT ROAD AND GO UPHILL
 FR0792'THROUGH THE BRUSH FOR ABOUT 0.3 MILE TO THE TOP OF THE HILL
 FR0792'AND THE STATION.
 FR0792'
 FR0792'THE STATION MARK, STAMPED CIRCLE 1958, IS A STANDARD DISK
 FR0792'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 7 FEET
 FR0792'SOUTH OF A WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.
 FR0792'
 FR0792'REFERENCE MARK NO. 1, STAMPED CIRCLE NO 1 1958, IS A STANDARD
 FR0792'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0792'7 FEET ON THE EAST SIDE AND IS LEVEL WITH THE MAIN LEDGE AND
 FR0792'STATION.
 FR0792'
 FR0792'REFERENCE MARK NO. 2, STAMPED CIRCLE NO 2 1958, IS A STANDARD
 FR0792'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 6 FEET EAST
 FR0792'OF THE WEST EDGE OF THE BEDROCK.
 FR0792
 FR0792                          STATION RECOVERY (1974)
 FR0792
 FR0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0792'6.1 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66
 FR0792'FROM THE POST OFFICE IN ASH FORK TO A ROAD INTERSECTION (THIS
 FR0792'ROAD INTERSECTION IS 11.5 MILES WEST OF THE RAILROAD DEPOT
 FR0792'IN WILLIAMS), THENCE 0.3 MILE SOUTH ALONG GRAVELED ROAD, THENCE
 FR0792'EAST UPHILL ON FOOT FOR 0.3 MILE TO TOP OF HILL AND STATION.
 FR0792'STATION IS ON THE HIGHEST POINT OF THE HILL AND CEMENTED IN
 FR0792'A DRILL HOLE OF OUTCROPPING BEDROCK, A STANDARD C AND GS
 FR0792'TABLET STAMPED CIRCLE 1958.
 FR0792
 FR0792                          STATION RECOVERY (1980)
 FR0792
 FR0792'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0792'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0792'CONDITION AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0792'
 FR0792'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK TRAVEL EAST ON
 FR0792'US 66 AND INTERSTATE HIGHWAY 40 FOR 6.1 MILE TO WELSH INTERCHANGE.
 FR0792'EXIT AND TRAVEL SOUTH ON GRADED ROAD FOR 0.3 MILE TO CREST OF RIDGE
 FR0792'AND END OF TRUCK TRAVEL.  PACK EAST OF RIDGE FOR 0.3 MILE TO THE
 FR0792'STATION LOCATED ON A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2074 ***********************************************************************
 DU2074  DESIGNATION -  CIRCLE
 DU2074  PID         -  DU2074
 DU2074  STATE/COUNTY-  AZ/PINAL
 DU2074  USGS QUAD   -  WEAVERS NEEDLE (1966)
 DU2074
 DU2074                         *CURRENT SURVEY CONTROL
 DU2074  ___________________________________________________________________
 DU2074* NAD 83(1992)-  33 24 43.17715(N)    111 18 44.42557(W)     ADJUSTED  
 DU2074* NAVD 88     -      1142.7    (meters)    3749.     (feet)  VERTCON   
 DU2074  ___________________________________________________________________
 DU2074  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 DU2074  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DU2074
 DU2074  HORZ ORDER  -  FIRST
 DU2074
 DU2074.The horizontal coordinates were established by classical geodetic methods
 DU2074.and adjusted by the National Geodetic Survey in August 1993..
 DU2074
 DU2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2074
 DU2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2074
 DU2074.The geoid height was determined by GEOID03.
 DU2074
 DU2074;                    North         East     Units Scale Factor Converg.
 DU2074;SPC AZ C     -   267,603.648   269,567.081   MT  0.99993894   +0 19 58.0
 DU2074;SPC AZ C     -   877,964.72    884,406.43   iFT  0.99993894   +0 19 58.0
 DU2074;UTM  12      - 3,697,005.701   470,958.761   MT  0.99961040   -0 10 19.2
 DU2074
 DU2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2074!SPC AZ C     -   0.99982514  x   0.99993894  =   0.99976409
 DU2074!UTM  12      -   0.99982514  x   0.99961040  =   0.99943561
 DU2074
 DU2074|---------------------------------------------------------------------|
 DU2074| PID    Reference Object                     Distance      Geod. Az  |
 DU2074|                                                           dddmmss.s |
 DU2074| CH4991 CIRCLE RM 2                           8.505 METERS 01542     |
 DU2074| CH4990 CIRCLE RM 1                           7.263 METERS 10139     |
 DU2074| CH4989 CIRCLE AZ MK                                       2194838.1 |
 DU2074|---------------------------------------------------------------------|
 DU2074
 DU2074                          SUPERSEDED SURVEY CONTROL
 DU2074
 DU2074  NAD 83(1986)-  33 24 43.17256(N)    111 18 44.42807(W) AD(       ) 1
 DU2074  NAD 27      -  33 24 42.99200(N)    111 18 41.97400(W) AD(       ) 1
 DU2074  NGVD 29 (07/19/86) 1142.1    (m)         3747.     (f) VERT ANG       
 DU2074
 DU2074.Superseded values are not recommended for survey control.
 DU2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2074.See file dsdata.txt to determine how the superseded data were derived.
 DU2074
 DU2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7095997006(NAD 83)
 DU2074_MARKER: DS = TRIANGULATION STATION DISK
 DU2074_SETTING: 66 = SET IN ROCK OUTCROP
 DU2074
 DU2074  HISTORY     - Date     Condition        Report By
 DU2074  HISTORY     - 1946     MONUMENTED       CGS
 DU2074  HISTORY     - 1967     GOOD             AMS
 DU2074
 DU2074                          STATION DESCRIPTION
 DU2074
 DU2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2074'THE STATION IS ABOUT 15 MILES WEST-NORTHWEST OF SUPERIOR, ABOUT
 DU2074'14 MILES EAST OF APACHE JUNCTION, ABOUT 2.5 MILES NORTHEAST
 DU2074'OF QUARTER CIRCLE U RANCH, ON THE TOP OF A 3700 FEET PEAK, ABOUT
 DU2074'5 MILES EAST OF THE EAST END AND HIGHEST POINT OF THE SUPERSTITION
 DU2074'MOUNTAINS.  IT IS ON TOP OF THE RIDGE, 30 FEET EAST OF THE
 DU2074'HIGHEST POINT, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 12
 DU2074'INCHES AND IS STAMPED CIRCLE 1946.
 DU2074'
 DU2074'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU2074'STATION, IT IS ON TOP OF THE RIDGE, SET IN OUTCROPPING BEDROCK
 DU2074'WHICH PROJECTS 6 INCHES AND IS STAMPED CIRCLE NO 1 1946.
 DU2074'
 DU2074'REFERENCE MARK NO. 2 IS APPROXIMATELY 10 FEET LOWER THAN THE
 DU2074'STATION, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 12 INCHES
 DU2074'AND IS STAMPED CIRCLE NO 2 1946.
 DU2074'
 DU2074'THE AZIMUTH MARK IS ON THE WEST SIDE OF A WASH, 3 FEET NORTHWEST
 DU2074'OF THE TRAIL TO STATION, 10 FEET NORTH OF A ROCK CAIRN, 20 FEET
 DU2074'SOUTHWEST OF A 30 FT. CACTUS, SET IN OUTCROPPING BEDROCK FLUSH
 DU2074'WITH THE GROUND SURFACE AND IS STAMPED CIRCLE 1946.
 DU2074'
 DU2074'TO REACH FROM FLORENCE JUNCTION.  GO NORTHWEST ON U.S. HIGHWAY 60
 DU2074'AND 70 FOR 8.2 MILES TO A ROAD RIGHT OVER A CATTLE GUARD AT A
 DU2074'SIGN ON LEFT SUPERSTITION MOUNTAIN ALSO A HISTORICAL MARKER FOR
 DU2074'SAME MOUNTAIN.  (THIS IS 8.6 MILES SOUTHEAST OF APACHE JUNCTION).
 DU2074'TURN RIGHT THROUGH CATTLE GUARD AND CONTINUE NORTH ON GRADED
 DU2074'DIRT ROAD FOR 4.55 MILES TO A FORK.  THEN STRAIGHT AHEAD ON LEFT
 DU2074'FORK MAIN TRAVELED ROAD FOR 0.25 MILE TO A FORK.  CONTINUE
 DU2074'STRAIGHT AHEAD ON LEFT FORK MAIN TRAVELED ROAD FOR 0.9 MILE TO A
 DU2074'FORK AT A 1/4 CIRCLE U RANCH SIGN.  TAKE RIGHT FORK AND GO
 DU2074'EAST FOR 1.45 MILES TO A GATE (GATE WAS FOUND LOCKED BUT KEY WAS
 DU2074'HANGING ON GATE).  PASS THROUGH GATE AND CONTINUE FOR 0.25
 DU2074'MILE TO THE RANCH.  CONTINUE STRAIGHT AHEAD ON A TRAIL ROAD EAST
 DU2074'UP VALLEY FOR 0.9 MILE TO A GATE.  PASS THROUGHT GATE AND CONTINUE ON
 DU2074'TRAIL ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK FOR 0.15 MILE
 DU2074'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO ANOTHER
 DU2074'GATE.  PASS THROUGHT GATE AND CONTINUE ON DIM ROAD FOR 0.25
 DU2074'MILE TO END OF TRUCK TRAVEL AT TWO SMALL TRIANGLE BLAZES ON
 DU2074'A SMALL VERDE BUSH ON THE RIGHT.  FROM THIS POINT THE
 DU2074'STATION IS STRAIGHT AHEAD TO THE NORTHEAST, THE HIGHEST
 DU2074'POINT.  IT IS ON THE FIRST HIGH PEAK ACROSS CANYON AND
 DU2074'ABOUT 3/4 MILE NORTHEAST OF THE HIGH JAGGED RED ROCKY PEAK WHICH
 DU2074'IS KNOWN AS MINORS NEEDLE.
 DU2074'
 DU2074'PACK STRAIGHT AHEAD ON TRAIL TO THE WASH BETWEEN THE ABOVE
 DU2074'MENTIONED PEAKS.  CONTINUE ON TRAIL UP CANYON TO A TRAIL FORK
 DU2074'AND A FORK IN THE WASH.  (THIS IS ABOUT 300 YARDS AFTER THE
 DU2074'SECOND CROSSING OF THE WASH).  KEEP THE RIGHT FORK ON TRAIL
 DU2074'AND FOLLOW IT UP STEEP HILL TO A SMALL BENCH ABOUT HALF WAY UP
 DU2074'TO THE SADDLE.  LEAVE TRAIL, TURN RIGHT, KEEPING THE SAME LEVEL,
 DU2074'CROSS A CANYON, THEN EAST UP STEEP RIDGE TO THE HIGHEST POINT
 DU2074'AND STATION.  A 70 MINUTE PACK.
 DU2074
 DU2074                          STATION RECOVERY (1967)
 DU2074
 DU2074'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2074'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 DU2074'THE AZIMUTH MARK WAS HARD TO LOCATE AS IT IS NOW IN THE CENTER
 DU2074'OF THE TRAIL GOING UP THE WEST SIDE OF THE DRAW TO THE EAST
 DU2074'OF MINERS NEEDLE.  THERE IS A NEWER TRAIL UP THE EAST SIDE OF
 DU2074'THE DRAW.  IT IS 0.6 MILE SW OF STATION NOT 1.0 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5764 ***********************************************************************
 DH5764  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5764  DESIGNATION -  CIRCLE HILL
 DH5764  PID         -  DH5764
 DH5764  STATE/COUNTY-  AZ/COCHISE
 DH5764  USGS QUAD   -  WILLCOX NORTH (1985)
 DH5764
 DH5764                         *CURRENT SURVEY CONTROL
 DH5764  ___________________________________________________________________
 DH5764* NAD 83(1992)-  32 20 26.05365(N)    109 50 26.73131(W)     ADJUSTED  
 DH5764* NAVD 88     -      1295.13   (meters)    4249.1    (feet)  GPS OBS   
 DH5764  ___________________________________________________________________
 DH5764  X           -  -1,831,108.969 (meters)                     COMP
 DH5764  Y           -  -5,074,770.898 (meters)                     COMP
 DH5764  Z           -   3,393,077.358 (meters)                     COMP
 DH5764  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DH5764  ELLIP HEIGHT-        1268.13  (meters)          (08/22/05) GPS OBS
 DH5764  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DH5764
 DH5764  HORZ ORDER  -  B
 DH5764  ELLP ORDER  -  FOURTH    CLASS II
 DH5764
 DH5764.The horizontal coordinates were established by GPS observations
 DH5764.and adjusted by the National Geodetic Survey in August 2005..
 DH5764
 DH5764.The orthometric height was determined by GPS observations and a
 DH5764.high-resolution geoid model using precise GPS observation and
 DH5764.processing techniques.
 DH5764
 DH5764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5764
 DH5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5764
 DH5764.The ellipsoidal height was determined by GPS observations
 DH5764.and is referenced to NAD 83.
 DH5764
 DH5764.The geoid height was determined by GEOID03.
 DH5764
 DH5764;                    North         East     Units Scale Factor Converg.
 DH5764;SPC AZ E     -   148,675.711   244,038.694   MT  0.99991160   +0 10 27.6
 DH5764;SPC AZ E     -   487,781.20    800,651.88   iFT  0.99991160   +0 10 27.6
 DH5764;UTM  12      - 3,578,776.805   609,093.073   MT  0.99974676   +0 37 12.7
 DH5764
 DH5764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5764!SPC AZ E     -   0.99980093  x   0.99991160  =   0.99971255
 DH5764!UTM  12      -   0.99980093  x   0.99974676  =   0.99954774
 DH5764
 DH5764                          SUPERSEDED SURVEY CONTROL
 DH5764
 DH5764.No superseded survey control is available for this station.
 DH5764
 DH5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0909378777(NAD 83)
 DH5764_MARKER: DD = SURVEY DISK
 DH5764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5764_STAMPING: CIRCLE HILL 2004
 DH5764_MARK LOGO: AZ-003
 DH5764_PROJECTION: FLUSH
 DH5764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5764+STABILITY: SURFACE MOTION
 DH5764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5764+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5764
 DH5764  HISTORY     - Date     Condition        Report By
 DH5764  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5764
 DH5764                          STATION DESCRIPTION
 DH5764
 DH5764'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5764'FROM INTERSTATE 10 TRAVELING EAST TAKE EXIT 340 AND GO NORTHWESTERLY
 DH5764'ON FT. GRANT RD. APPROXIMATELY 0.1 MILE TO CIRCLE I RD. AT THE RIP
 DH5764'GRIFFIN TRUCK STOP, TURN RT. ON CIRCLE I RD. AND GO NORTH FOR 5.15
 DH5764'MILES TO THE INTERSECTION OF CIRCLE I RD. AND SAGUARO RD. CIRCLE I RD.
 DH5764'THEN BECOMES KORTSTEN RANCH RD. KEEP HEADING NORTH ON KORTSTEN RANCH
 DH5764'RD. NORTHEASTERLY TOWARDS A FENCELINE APPROXIMATELY 390 FEET TO WHERE
 DH5764'THE STATION IS LOCATED. IT IS LOCATED APPROXIMATELY 115 FEET NORTH OF
 DH5764'A POWERLINE RUNNING EAST-WEST.
 DH5764' 
 DH5764'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5764'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5764'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2137 ***********************************************************************
 DU2137  DESIGNATION -  CITRUS
 DU2137  PID         -  DU2137
 DU2137  STATE/COUNTY-  AZ/MARICOPA
 DU2137  USGS QUAD   -  GILA BUTTE (1981)
 DU2137
 DU2137                         *CURRENT SURVEY CONTROL
 DU2137  ___________________________________________________________________
 DU2137* NAD 83(1992)-  33 13 49.13057(N)    111 50 27.88340(W)     ADJUSTED  
 DU2137* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 DU2137  ___________________________________________________________________
 DU2137  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DU2137  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2137
 DU2137  HORZ ORDER  -  SECOND
 DU2137
 DU2137.The horizontal coordinates were established by classical geodetic methods
 DU2137.and adjusted by the National Geodetic Survey in August 1993..
 DU2137
 DU2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2137
 DU2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2137
 DU2137.The geoid height was determined by GEOID03.
 DU2137
 DU2137;                    North         East     Units Scale Factor Converg.
 DU2137;SPC AZ C     -   247,294.861   220,404.823   MT  0.99990061   +0 02 29.1
 DU2137;SPC AZ C     -   811,334.85    723,112.94   iFT  0.99990061   +0 02 29.1
 DU2137;UTM  12      - 3,677,135.277   421,633.567   MT  0.99967572   -0 27 39.4
 DU2137
 DU2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2137!SPC AZ C     -   0.99994648  x   0.99990061  =   0.99984710
 DU2137!UTM  12      -   0.99994648  x   0.99967572  =   0.99962222
 DU2137
 DU2137|---------------------------------------------------------------------|
 DU2137| PID    Reference Object                     Distance      Geod. Az  |
 DU2137|                                                           dddmmss.s |
 DU2137| DU2360 CITRUS RM 1                          11.348 METERS 00929     |
 DU2137| DU2138 CITRUS RM 2                          12.555 METERS 18008     |
 DU2137| DU2142 BOSWELL 2                           APPROX. 2.1 KM 1804543.3 |
 DU2137| DU2141 T2S R7E SEC 27 NW COR               305.537 METERS 35615     |
 DU2137|---------------------------------------------------------------------|
 DU2137
 DU2137                          SUPERSEDED SURVEY CONTROL
 DU2137
 DU2137  NAD 83(1986)-  33 13 49.12424(N)    111 50 27.88731(W) AD(       ) 2
 DU2137  NAD 27      -  33 13 48.93917(N)    111 50 25.38753(W) AD(       ) 2
 DU2137  NGVD 29 (07/19/86)  370.3    (m)         1215.     (f) VERT ANG       
 DU2137
 DU2137.Superseded values are not recommended for survey control.
 DU2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2137.See file dsdata.txt to determine how the superseded data were derived.
 DU2137
 DU2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2163477135(NAD 83)
 DU2137_MARKER: DD = SURVEY DISK
 DU2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2137
 DU2137  HISTORY     - Date     Condition        Report By
 DU2137  HISTORY     - 1976     MONUMENTED       AZDT
 DU2137  HISTORY     - 1979     GOOD             NGS
 DU2137  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU2137
 DU2137                          STATION DESCRIPTION
 DU2137
 DU2137'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2137'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CHANDLER ALONG
 DU2137'THE EAST SIDE OF STATE ROUTE 83 AND 93.
 DU2137'
 DU2137'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CITRUS
 DU2137'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2137'STATION IS 1000 FEET SOUTH OF THE CENTERLINE OF CHANDLER HEIGHTS
 DU2137'ROAD, 60.5 FEET EAST OF STATE ROUTE 87 AND 93, 40 FEET EAST OF
 DU2137'CENTERLINE OF NORTHBOUND LANE AND MARKED WITH A WITNESS POST AND
 DU2137'SIGN 3 FEET TO THE EAST SOUTHEAST.
 DU2137'
 DU2137'REFERENCE MARK 1 IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 DU2137'CITRUS RM 1 1975 AND IS CEMENTED INTO THE SOUTHEAST CORNER OF AN
 DU2137'IRRIGATION HEADWALL 46 FEET EAST OF CENTERLINE OF NORTHBOUND
 DU2137'LANE OF STATE ROUTE 87 AND 93.
 DU2137'
 DU2137'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU2137'CITRUS RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2137'MONUMENT 40 FEET EAST OF CENTERLINE OF NORTHBOUND LANE OF STATE
 DU2137'ROUTE 87 AND 93.
 DU2137'
 DU2137'TO REACH FROM THE JUNCTION OF STATE ROUTE 87 AND 93 AND
 DU2137'U.S. HWY. 60, 70, 80 AND 89 IN MESA, TRAVEL SOUTH ON STATE ROUTE
 DU2137'87-93 FOR 12.6 MILES TO CHANDLER HEIGHTS ROAD AND THE STATION
 DU2137'1000 FEET SOUTH OF THE INTERSECTION AND ON THE EAST SIDE OF STATE
 DU2137'ROUTE 87 AND 93.
 DU2137'
 DU2137'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2137
 DU2137                          STATION RECOVERY (1979)
 DU2137
 DU2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2137'THE STATION AND RM 1 WERE RECOVERED AS ORIGINALLY DESCRIBED.
 DU2137'
 DU2137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2137'5.2 MILES SOUTH OF CHANDLER.
 DU2137
 DU2137                          STATION RECOVERY (1994)
 DU2137
 DU2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2210 ***********************************************************************
 DV2210  DESIGNATION -  CITRUS
 DV2210  PID         -  DV2210
 DV2210  STATE/COUNTY-  AZ/MARICOPA
 DV2210  USGS QUAD   -  VULTURE PEAK (1990)
 DV2210
 DV2210                         *CURRENT SURVEY CONTROL
 DV2210  ___________________________________________________________________
 DV2210* NAD 83(1992)-  33 59 59.20092(N)    112 49 40.79535(W)     ADJUSTED  
 DV2210* NAVD 88     -       789.6    (meters)    2591.     (feet)  VERTCON   
 DV2210  ___________________________________________________________________
 DV2210  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV2210  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2210
 DV2210  HORZ ORDER  -  SECOND
 DV2210
 DV2210.The horizontal coordinates were established by classical geodetic methods
 DV2210.and adjusted by the National Geodetic Survey in August 1993..
 DV2210
 DV2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2210
 DV2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2210
 DV2210.The geoid height was determined by GEOID03.
 DV2210
 DV2210;                    North         East     Units Scale Factor Converg.
 DV2210;SPC AZ C     -   333,003.641   129,173.644   MT  0.99998734   -0 30 34.7
 DV2210;SPC AZ C     - 1,092,531.63    423,798.04   iFT  0.99998734   -0 30 34.7
 DV2210;UTM  12      - 3,763,637.634   331,177.025   MT  0.99995135   -1 01 20.8
 DV2210
 DV2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2210!SPC AZ C     -   0.99988069  x   0.99998734  =   0.99986803
 DV2210!UTM  12      -   0.99988069  x   0.99995135  =   0.99983204
 DV2210
 DV2210:                Primary Azimuth Mark                     Grid Az
 DV2210:SPC AZ C     -  PACK                                     312 32 53.5
 DV2210:UTM  12      -  PACK                                     313 03 39.6
 DV2210
 DV2210|---------------------------------------------------------------------|
 DV2210| PID    Reference Object                     Distance      Geod. Az  |
 DV2210|                                                           dddmmss.s |
 DV2210| ET0968 PACK                                APPROX. 1.0 KM 3120218.8 |
 DV2210|---------------------------------------------------------------------|
 DV2210
 DV2210                          SUPERSEDED SURVEY CONTROL
 DV2210
 DV2210  NAD 83(1986)-  33 59 59.19987(N)    112 49 40.79876(W) AD(       ) 2
 DV2210  NAD 83(1986)-  33 59 59.20003(N)    112 49 40.79877(W) AD(       ) 2
 DV2210  NAD 27      -  33 59 59.09700(N)    112 49 38.15300(W) AD(       ) 2
 DV2210  NGVD 29 (11/27/91)  788.9    (m)         2588.     (f) VERT ANG       
 DV2210
 DV2210.Superseded values are not recommended for survey control.
 DV2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2210.See file dsdata.txt to determine how the superseded data were derived.
 DV2210
 DV2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117763638(NAD 83)
 DV2210_MARKER: DS = TRIANGULATION STATION DISK
 DV2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2210+STABILITY: POSITION/ELEVATION WELL
 DV2210
 DV2210  HISTORY     - Date     Condition        Report By
 DV2210  HISTORY     - 1924     MONUMENTED       CGS
 DV2210  HISTORY     - 1980     GOOD             AZDT
 DV2210  HISTORY     - 1985     GOOD             AZDT
 DV2210
 DV2210                          STATION DESCRIPTION
 DV2210
 DV2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2210'ABOUT 6 MILES WEST AND 3 MILES NORTH OF WICKENBURG, AND 1-1/2
 DV2210'MILES WEST OF A. AND C. JUNCTION OR MATTHIE, ON THE SOUTHERLY
 DV2210'END OF A LOWER BRANCH OF THE MALPAIS RIDGE ON WHICH STATION
 DV2210'PACK IS LOCATED, AND A FEW FEET LOWER THAN THE SUMMIT OF THE
 DV2210'RIDGE.  MARKED BY A STANDARD BRONZE DISK SET IN MAIPAIS ROCK.
 DV2210
 DV2210                          STATION RECOVERY (1980)
 DV2210
 DV2210'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2210'THE STATION WAS RECOVERED AS DESCRIBED IN 1924.  A NEW ROUTE TO
 DV2210'STATION FOLLOWS.
 DV2210'
 DV2210'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2210'WICKENBURG, TRAVEL NORTHEAST ALONG US 93 FOR 7.2 MILES TO A ROAD ON
 DV2210'THE LEFT.  TURN LEFT PASSING OVER A CATTLE GUARD FOR 0.35 MILE TO A
 DV2210'CROSS ROAD.  TURN RIGHT PASSING THROUGH A GATE FOR 1.9 MILES TO A
 DV2210'SECOND GATE, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FENCE CORNER
 DV2210'AND END OF TRUCK TRAVEL.  FOLLOW FENCELINE UP HILL TO THE TOP OF THE
 DV2210'RIDGE.  THE STATION IS ABOUT 450 FEET SOUTH ALONG THE RIDGE NEAR CO.
 DV2210'LINE MONUMENT 8.
 DV2210
 DV2210                          STATION RECOVERY (1985)
 DV2210
 DV2210'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2210'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 DV2210'THE STATION FOLLOWS.
 DV2210'
 DV2210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2210'IN WICKENBURG TRAVEL NORTHWEST ALONG U.S. HIGHWAY 93 FOR 7.6 MILES TO
 DV2210'A GRADED ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH 0.4 MILE TO A
 DV2210'FORK.  TAKE THE RIGHT FORK CROSSING A CATTLE GUARD AND CONTINUE SOUTH
 DV2210'FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK SOUTH FOR 0.5 MILE TO A
 DV2210'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE
 DV2210'TO THE BASE OF A HILL AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP THE
 DV2210'HILL ACROSS THE TOP TO THE SOUTHWEST EDGE OF THE TOP AND STATION BY
 DV2210'COUNTY LINE MONUMENT NUMBER 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2360 ***********************************************************************
 DU2360  DESIGNATION -  CITRUS RM 1
 DU2360  PID         -  DU2360
 DU2360  STATE/COUNTY-  AZ/MARICOPA
 DU2360  USGS QUAD   -  GILA BUTTE (1981)
 DU2360
 DU2360                         *CURRENT SURVEY CONTROL
 DU2360  ___________________________________________________________________
 DU2360* NAD 83(1986)-  33 13 48.     (N)    111 50 27.     (W)     SCALED    
 DU2360* NAVD 88     -       371.922  (meters)    1220.21   (feet)  ADJUSTED  
 DU2360  ___________________________________________________________________
 DU2360  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2360  DYNAMIC HT  -         371.481 (meters)    1218.77  (feet)  COMP
 DU2360  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 DU2360
 DU2360  VERT ORDER  -  FIRST     CLASS II
 DU2360
 DU2360.The horizontal coordinates were scaled from a topographic map and have
 DU2360.an estimated accuracy of +/- 6 seconds.
 DU2360
 DU2360.The orthometric height was determined by differential leveling
 DU2360.and adjusted by the National Geodetic Survey in August 1994..
 DU2360
 DU2360.The geoid height was determined by GEOID03.
 DU2360
 DU2360.The dynamic height is computed by dividing the NAVD 88
 DU2360.geopotential number by the normal gravity value computed on the
 DU2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2360.degrees latitude (g = 980.6199 gals.).
 DU2360
 DU2360.The modeled gravity was interpolated from observed gravity values.
 DU2360
 DU2360;                    North         East    Units  Estimated Accuracy
 DU2360;SPC AZ C     -   247,260.      220,430.      MT  (+/- 180 meters Scaled)
 DU2360
 DU2360                          SUPERSEDED SURVEY CONTROL
 DU2360
 DU2360.No superseded survey control is available for this station.
 DU2360
 DU2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216771(NAD 83)
 DU2360_MARKER: DD = SURVEY DISK
 DU2360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2360_SP_SET: PIPE CULVERT
 DU2360_STAMPING: CITRUS RM 1 1975
 DU2360_MARK LOGO: AZHD  
 DU2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2360+STABILITY: SURFACE MOTION
 DU2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2360+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1994
 DU2360
 DU2360  HISTORY     - Date     Condition        Report By
 DU2360  HISTORY     - 1975     MONUMENTED       AZDT
 DU2360  HISTORY     - 19940326 GOOD             NGS
 DU2360  HISTORY     - 20060817 GOOD             GEOCAC
 DU2360
 DU2360                          STATION DESCRIPTION
 DU2360
 DU2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2360'17.3 KM (10.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2360'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, IN TOP OF AND 0.2 M
 DU2360'(0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF AN
 DU2360'IRRIGATION PIPE UNDER THE HIGHWAY, 365.0 M (1197.5 FT) SOUTH OF THE
 DU2360'CENTER OF CHANDLER HEIGHTS ROAD, 14.0 M (45.9 FT) EAST OF AND LEVEL
 DU2360'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.4 M
 DU2360'(4.6 FT) NORTHWEST OF A UTILITY POLE,
 DU2360
 DU2360                          STATION RECOVERY (2006)
 DU2360
 DU2360'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7063 ***********************************************************************
 DF7063  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7063  DESIGNATION -  CITY OF TUCSON 2 CORS ARP
 DF7063  CORS_ID     -  COT2
 DF7063  PID         -  DF7063
 DF7063  STATE/COUNTY-  AZ/PIMA
 DF7063  USGS QUAD   -  TUCSON EAST (1992)
 DF7063
 DF7063                         *CURRENT SURVEY CONTROL
 DF7063  ___________________________________________________________________
 DF7063* NAD 83(CORS)-  32 14 14.92542(N)    110 49 51.31401(W)     ADJUSTED  
 DF7063* NAVD 88     -                                                        
 DF7063  ___________________________________________________________________
 DF7063  EPOCH DATE  -        2002.00
 DF7063  X           -  -1,920,550.442 (meters)                     COMP
 DF7063  Y           -  -5,047,677.136 (meters)                     COMP
 DF7063  Z           -   3,383,140.064 (meters)                     COMP
 DF7063  ELLIP HEIGHT-         759.75  (meters)          (08/??/03) GPS OBS
 DF7063  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DF7063
 DF7063  HORZ ORDER  -  SPECIAL (CORS)
 DF7063  ELLP ORDER  -  SPECIAL (CORS)
 DF7063
 DF7063.ITRF positions are available for this station.
 DF7063.The coordinates were established by GPS observations
 DF7063.and adjusted by the National Geodetic Survey in August 2003..
 DF7063.The coordinates are valid at the epoch date displayed above.
 DF7063.The epoch date for horizontal control is a decimal equivalence
 DF7063.of Year/Month/Day.
 DF7063
 DF7063
 DF7063.The PID for the CORS L1 Phase Center is DF7064.
 DF7063
 DF7063.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7063
 DF7063.The ellipsoidal height was determined by GPS observations
 DF7063.and is referenced to NAD 83.
 DF7063
 DF7063.The geoid height was determined by GEOID03.
 DF7063
 DF7063;                    North         East     Units Scale Factor Converg.
 DF7063;SPC AZ C     -   137,715.401   315,682.670   MT  1.00002907   +0 34 45.2
 DF7063;SPC AZ C     -   451,822.18  1,035,704.30   iFT  1.00002907   +0 34 45.2
 DF7063
 DF7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7063!SPC AZ C     -   0.99988072  x   1.00002907  =   0.99990979
 DF7063
 DF7063                          SUPERSEDED SURVEY CONTROL
 DF7063
 DF7063.No superseded survey control is available for this station.
 DF7063
 DF7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1592966772(NAD 83)
 DF7063_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7063
 DF7063                          STATION DESCRIPTION
 DF7063
 DF7063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7063'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7063'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7063'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7063'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7063'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7064 ***********************************************************************
 DF7064  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7064  DESIGNATION -  CITY OF TUCSON 2 CORS L1 PHASE CENTER
 DF7064  CORS_ID     -  COT2
 DF7064  PID         -  DF7064
 DF7064  STATE/COUNTY-  AZ/PIMA
 DF7064  USGS QUAD   -  TUCSON EAST (1992)
 DF7064
 DF7064                         *CURRENT SURVEY CONTROL
 DF7064  ___________________________________________________________________
 DF7064* NAD 83(CORS)-  32 14 14.92547(N)    110 49 51.31405(W)     ADJUSTED  
 DF7064* NAVD 88     -                                                        
 DF7064  ___________________________________________________________________
 DF7064  EPOCH DATE  -        2002.00
 DF7064  X           -  -1,920,550.473 (meters)                     COMP
 DF7064  Y           -  -5,047,677.213 (meters)                     COMP
 DF7064  Z           -   3,383,140.119 (meters)                     COMP
 DF7064  ELLIP HEIGHT-         759.85  (meters)          (08/??/03) GPS OBS
 DF7064  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DF7064
 DF7064  HORZ ORDER  -  SPECIAL (CORS)
 DF7064  ELLP ORDER  -  SPECIAL (CORS)
 DF7064
 DF7064.ITRF positions are available for this station.
 DF7064.The coordinates were established by GPS observations
 DF7064.and adjusted by the National Geodetic Survey in August 2003..
 DF7064.The coordinates are valid at the epoch date displayed above.
 DF7064.The epoch date for horizontal control is a decimal equivalence
 DF7064.of Year/Month/Day.
 DF7064
 DF7064
 DF7064.The PID for the CORS ARP is DF7063.
 DF7064
 DF7064.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7064
 DF7064.The ellipsoidal height was determined by GPS observations
 DF7064.and is referenced to NAD 83.
 DF7064
 DF7064.The geoid height was determined by GEOID03.
 DF7064
 DF7064;                    North         East     Units Scale Factor Converg.
 DF7064;SPC AZ C     -   137,715.403   315,682.669   MT  1.00002907   +0 34 45.2
 DF7064;SPC AZ C     -   451,822.19  1,035,704.29   iFT  1.00002907   +0 34 45.2
 DF7064
 DF7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7064!SPC AZ C     -   0.99988071  x   1.00002907  =   0.99990977
 DF7064
 DF7064                          SUPERSEDED SURVEY CONTROL
 DF7064
 DF7064.No superseded survey control is available for this station.
 DF7064
 DF7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1592966772(NAD 83)
 DF7064_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7064
 DF7064                          STATION DESCRIPTION
 DF7064
 DF7064'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7064'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7064'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7064'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7064'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7064'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1943 ***********************************************************************
 DV1943  DESIGNATION -  CLANTON
 DV1943  PID         -  DV1943
 DV1943  STATE/COUNTY-  AZ/YUMA
 DV1943  USGS QUAD   -  PALOMAS MOUNTAINS NE (1990)
 DV1943
 DV1943                         *CURRENT SURVEY CONTROL
 DV1943  ___________________________________________________________________
 DV1943* NAD 83(1992)-  33 13 51.01253(N)    113 30 53.81383(W)     ADJUSTED  
 DV1943* NAVD 88     -       416.9    (meters)    1368.     (feet)  VERTCON   
 DV1943  ___________________________________________________________________
 DV1943  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DV1943  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DV1943
 DV1943  HORZ ORDER  -  SECOND
 DV1943
 DV1943.The horizontal coordinates were established by classical geodetic methods
 DV1943.and adjusted by the National Geodetic Survey in August 1993..
 DV1943
 DV1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1943
 DV1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1943
 DV1943.The geoid height was determined by GEOID03.
 DV1943
 DV1943;                    North         East     Units Scale Factor Converg.
 DV1943;SPC AZ W     -   247,383.160   235,267.523   MT  0.99993925   +0 07 43.7
 DV1943;SPC AZ W     -   811,624.54    771,875.08   iFT  0.99993925   +0 07 43.7
 DV1943;UTM  12      - 3,679,697.732   265,647.409   MT  1.00027719   -1 22 43.9
 DV1943
 DV1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1943!SPC AZ W     -   0.99993953  x   0.99993925  =   0.99987879
 DV1943!UTM  12      -   0.99993953  x   1.00027719  =   1.00021670
 DV1943
 DV1943|---------------------------------------------------------------------|
 DV1943| PID    Reference Object                     Distance      Geod. Az  |
 DV1943|                                                           dddmmss.s |
 DV1943| CH2918 CLANTON RM 1                          5.861 METERS 11825     |
 DV1943| DV1926 5 FS                                APPROX.11.8 KM 1613529.0 |
 DV1943| CH2919 CLANTON RM 2                          4.755 METERS 22939     |
 DV1943|---------------------------------------------------------------------|
 DV1943
 DV1943                          SUPERSEDED SURVEY CONTROL
 DV1943
 DV1943  NAD 83(1986)-  33 13 51.00586(N)    113 30 53.82072(W) AD(       ) 2
 DV1943  NAD 27      -  33 13 50.86100(N)    113 30 51.11500(W) AD(       ) 2
 DV1943  NGVD 29 (07/19/86)  416.3    (m)         1366.     (f) VERT ANG       
 DV1943
 DV1943.Superseded values are not recommended for survey control.
 DV1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1943.See file dsdata.txt to determine how the superseded data were derived.
 DV1943
 DV1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6564779698(NAD 83)
 DV1943_MARKER: DS = TRIANGULATION STATION DISK
 DV1943_SETTING: 66 = SET IN ROCK OUTCROP
 DV1943_SP_SET: PARTIALLY EXPOSED BEDROCK
 DV1943
 DV1943  HISTORY     - Date     Condition        Report By
 DV1943  HISTORY     - 1949     MONUMENTED       CGS
 DV1943  HISTORY     - 1950     GOOD             CGS
 DV1943  HISTORY     - 1967     GOOD             AMS
 DV1943
 DV1943                          STATION DESCRIPTION
 DV1943
 DV1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1943'THIS STATION WAS BUILT AND OBSERVED ON BUT NOT OCCUPIED
 DV1943'IN 1949.
 DV1943'
 DV1943'LOCATED ON A LOW BLACK MALPAIS BUTTE SITTING ALONE IN THE
 DV1943'VALLEY ABOUT 7 MILES SOUTHWEST OF CLANTON WELL, AND ABOUT
 DV1943'19 MILES DUE NORTH OF HORN, A RAILROAD SIDING AND SECTION
 DV1943'HOUSE ON THE SOUTHERN PACIFIC RAILROAD.  SOME LOWER BLACK
 DV1943'HILLS LIE ABOUT 3 MILES OR LESS TO THE NORTHEAST.  THE STATION
 DV1943'MARK IS A STANDARD BRONZE DISK SET IN BEDROCK WHICH PROJECTS
 DV1943'ABOUT 3 INCHES.  THE MARK IS STAMPED, CLANTON 1949.
 DV1943'
 DV1943'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 DV1943'FLUSH IN BEDROCK AND STAMPED, CLANTON NO 1 1949.
 DV1943'
 DV1943'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 DV1943'SET IN BEDROCK WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS STAMPED,
 DV1943'CLANTON NO 2 1949.
 DV1943'
 DV1943'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, 2.0
 DV1943'MILES BEFORE REACHING THE MOUND OF DIRT MENTIONED BELOW.
 DV1943'THE MARK IS A U.S.G.S. BENCH MARK BRONZE DISK SET IN A CONCRETE
 DV1943'POST FORMED BY FILLING A SECTION OF STOVE PIPE.  THE MARK
 DV1943'IS STAMPED, 5S.
 DV1943'
 DV1943'TO REACH FROM HORN, GO EAST ON THE GRADED ROAD FOLLOWING
 DV1943'THE SOUTH SIDE OF THE RAILROAD RIGHT-OF-WAY FOR 1.0 MILE TO
 DV1943'A RAILROAD CROSSING.  TURN LEFT, CROSS THE RAILROAD AND CONTINUE
 DV1943'ON THE ROAD NORTH FOR 9.2 MILES TO A Y-FORK, THE JUNCTION
 DV1943'OF THE ROAD FROM LITTLE HORN AND SALOME.  TAKE THE RIGHT
 DV1943'FORK TOWARDS SALOME AND CLANTON WELL AND GO 6.15 MILES TO
 DV1943'A Y-FORK WHERE ARMY TRACKS BEAR TO THE LEFT AND THE ROAD
 DV1943'TO SALOME KEEPS RIGHT.  HERE IS ALSO A TRIANGULAR TRENCH
 DV1943'AND MOUND.  FROM THIS POINT THE STATION BEARS 333 DEGREES
 DV1943'TRUE.  LEAVE THE ROAD AND DRIVE ACROSS COUNTRY PICKING WAY
 DV1943'TOWARDS STATION PEAK FOR 6.0 MILES TO END OF TRUCK TRAVEL
 DV1943'AT BASE OF HILL.  PACK UP HILL TO HIGHEST POINT AND
 DV1943'STATION.  ABOUT A 20-MINUTE PACK.  NOTE--A GOOD 4 WHEEL
 DV1943'DRIVE VEHICLE IS NEEDED AFTER LEAVING THE ROAD.
 DV1943'
 DV1943'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV1943
 DV1943                          STATION RECOVERY (1950)
 DV1943
 DV1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1943'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DV1943'IN GOOD CONDITION.
 DV1943'
 DV1943'DUE TO DIFFERENCES IN MILEAGE CHECKS, A COMPLETE NEW TO
 DV1943'REACH FOLLOWS--TO REACH FROM HORN, GO EAST ON GRADED ROAD
 DV1943'ON SOUTH SIDE OF RAILROAD FOR 1.6 MILES TO A RAILROAD
 DV1943'CROSSING, TURN LEFT, NORTH, ACROSS TRACKS FOR 8.5 MILES
 DV1943'TO A Y-FORK (JUNCTION OF LITTLE HORN AND SALOME ROADS).  TAKE
 DV1943'RIGHT FORK, SALOME ROAD TOWARDS CLANTONS WELL FOR 4.1 MILES
 DV1943'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 1.95 MILES
 DV1943'TO ANOTHER Y-FORK WHERE TRACK ROAD BEARS LEFT AND SALOME
 DV1943'ROAD KEEPS TO RIGHT.  STATION BEARS 333 DEGREES TRUE FROM
 DV1943'THIS POINT.  BEGIN CROSS-COUNTRY TRAVEL, TRACK ROAD, WEST
 DV1943'AND NORTHWEST, TO A LOCATION UNDER SOUTH FOOT OF THE HILL,
 DV1943'A TOTAL DISTANCE OF 6.2 MILES.  FOUR-WHEEL DRIVE
 DV1943'NECESSARY.
 DV1943'
 DV1943'PACK NORTH TO HIGHEST POINT OF HILL.  A 20 MINUTE PACK.
 DV1943
 DV1943                          STATION RECOVERY (1967)
 DV1943
 DV1943'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RAC)
 DV1943'THE STATION MARK AND BOTH R.M.S WERE RECOVERED AS DESCRIBED.
 DV1943'STATION WAS NOT REACHED BY THE PREVIOUS DESCRIPTION.  APPROACHED
 DV1943'AND CLIMBED FROM NORTHWEST DIRECTION BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1879 ***********************************************************************
 CZ1879  DESIGNATION -  CLARK
 CZ1879  PID         -  CZ1879
 CZ1879  STATE/COUNTY-  AZ/PINAL
 CZ1879  USGS QUAD   -  CLARK RANCH (1972)
 CZ1879
 CZ1879                         *CURRENT SURVEY CONTROL
 CZ1879  ___________________________________________________________________
 CZ1879* NAD 83(1992)-  32 39 38.52855(N)    110 35 29.67275(W)     ADJUSTED  
 CZ1879* NAVD 88     -       777.0    (meters)    2549.     (feet)  VERTCON   
 CZ1879  ___________________________________________________________________
 CZ1879  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CZ1879  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ1879
 CZ1879  HORZ ORDER  -  SECOND
 CZ1879
 CZ1879.The horizontal coordinates were established by classical geodetic methods
 CZ1879.and adjusted by the National Geodetic Survey in August 1993..
 CZ1879
 CZ1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1879
 CZ1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1879
 CZ1879.The geoid height was determined by GEOID03.
 CZ1879
 CZ1879;                    North         East     Units Scale Factor Converg.
 CZ1879;SPC AZ C     -   184,902.468   337,658.043   MT  1.00009045   +0 42 54.7
 CZ1879;SPC AZ C     -   606,635.39  1,107,801.98   iFT  1.00009045   +0 42 54.7
 CZ1879;SPC AZ E     -   184,206.466   173,503.420   MT  0.99991958   -0 13 45.5
 CZ1879;SPC AZ E     -   604,351.92    569,236.94   iFT  0.99991958   -0 13 45.5
 CZ1879;UTM  12      - 3,613,747.065   538,298.790   MT  0.99961809   +0 13 13.5
 CZ1879
 CZ1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1879!SPC AZ C     -   0.99988245  x   1.00009045  =   0.99997289
 CZ1879!SPC AZ E     -   0.99988245  x   0.99991958  =   0.99980204
 CZ1879!UTM  12      -   0.99988245  x   0.99961809  =   0.99950058
 CZ1879
 CZ1879|---------------------------------------------------------------------|
 CZ1879| PID    Reference Object                     Distance      Geod. Az  |
 CZ1879|                                                           dddmmss.s |
 CZ1879| CZ1729 CLARK RM 1                            6.391 METERS 02819     |
 CZ1879| CC7152 CLARK AZ MK                                        1254552.6 |
 CZ1879| CZ1730 CLARK RM 2                            5.905 METERS 29302     |
 CZ1879|---------------------------------------------------------------------|
 CZ1879
 CZ1879                          SUPERSEDED SURVEY CONTROL
 CZ1879
 CZ1879  NAD 83(1986)-  32 39 38.52660(N)    110 35 29.66837(W) AD(       ) 2
 CZ1879  NAD 27      -  32 39 38.27800(N)    110 35 27.32100(W) AD(       ) 2
 CZ1879  NGVD 29 (07/19/86)  776.3    (m)         2547.     (f) VERT ANG       
 CZ1879
 CZ1879.Superseded values are not recommended for survey control.
 CZ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1879.See file dsdata.txt to determine how the superseded data were derived.
 CZ1879
 CZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3829913747(NAD 83)
 CZ1879_MARKER: DS = TRIANGULATION STATION DISK
 CZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1879
 CZ1879  HISTORY     - Date     Condition        Report By
 CZ1879  HISTORY     - 1947     MONUMENTED       CGS
 CZ1879  HISTORY     - 1977     GOOD             NGS
 CZ1879
 CZ1879                          STATION DESCRIPTION
 CZ1879
 CZ1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1879'STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF ORACLE,
 CZ1879'5 MILES SOUTH-SOUTHEAST OF MOMMOTH, IN THE APPROXIMATE CENTER
 CZ1879'OF A SMALL ISOLATED HILL BETWEEN THE SAN PEDRO RIVER AND THE
 CZ1879'GRAVEL ROAD WHICH GOES ALONG THE EAST SIDE OF THE RIVER, 8
 CZ1879'FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS 2 INCHES,
 CZ1879'AND STAMPED--CLARK 1947.
 CZ1879'
 CZ1879'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 CZ1879'AS STATION, PROJECTS 2 INCHES, AND STAMPED--CLARK NO 1 1947.
 CZ1879'
 CZ1879'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1879'STATION, PROJECTS 2 INCHES, AND STAMPED--CLARK NO 2 1947.
 CZ1879'
 CZ1879'AZIMUTH MARK 15 PACES SOUTHEAST OF CATTLE GUARD, 10 PACES
 CZ1879'EAST OF CENTERLINE OF ROAD, 2 FEET NORTHWEST OF WHITE WITNESS
 CZ1879'POST, 1 FOOT EAST OF JOG IN FENCE LINE, PROJECTS 2 INCHES,
 CZ1879'AND STAMPED--CLARK 1947.
 CZ1879'
 CZ1879'TO REACH FROM POST OFFICE IN MAMMOTH, GO SOUTH FOR 0.1 MILE
 CZ1879'TO SIDE ROAD LEFT, IN FRONT OF THE BLUE FRONT TAVERN.  TURN
 CZ1879'LEFT AND GO 0.75 TO A FORK.  TURN RIGHT AND GO 3.4 MILES TO
 CZ1879'A SIDE ROAD LEFT AT A CATTLE GUARD AND SIGN SOMBRERO BUTTE
 CZ1879'11 MILES.  KEEP STRAIGHT AHEAD AND GO 1.7 MILE TO A SIDE ROAD
 CZ1879'RIGHT.  TURN RIGHT AND GO 0.05 MILE TO END OF TRUCK TRAVEL.
 CZ1879'PACK SOUTH TO TOP OF HILL AND STATION AS DESCRIBED ABOVE.
 CZ1879'A 50 YARD PACK.
 CZ1879'
 CZ1879'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, GO 0.05
 CZ1879'MILE BACK TO MAIN ROAD.  TURN RIGHT AND GO 0.2 MILE TO CATTLE
 CZ1879'GUARD AND MARK ON LEFT AS DESCRIBED ABOVE.
 CZ1879
 CZ1879                          STATION RECOVERY (1977)
 CZ1879
 CZ1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1879'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CZ1879'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 CZ1879'
 CZ1879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S.E. OF
 CZ1879'MAMMOTH.
 CZ1879'
 CZ1879'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1713 ***********************************************************************
 CZ1713  DESIGNATION -  CLARK
 CZ1713  PID         -  CZ1713
 CZ1713  STATE/COUNTY-  AZ/PINAL
 CZ1713  USGS QUAD   -  CLARK RANCH (1972)
 CZ1713
 CZ1713                         *CURRENT SURVEY CONTROL
 CZ1713  ___________________________________________________________________
 CZ1713* NAD 83(1992)-  32 39 15.02892(N)    110 34 33.96715(W)     ADJUSTED  
 CZ1713* NAVD 88     -       858.5    (meters)    2817.     (feet)  VERTCON   
 CZ1713  ___________________________________________________________________
 CZ1713  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CZ1713  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CZ1713
 CZ1713  HORZ ORDER  -  THIRD
 CZ1713
 CZ1713.The horizontal coordinates were established by classical geodetic methods
 CZ1713.and adjusted by the National Geodetic Survey in August 1993..
 CZ1713
 CZ1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1713
 CZ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1713
 CZ1713.The geoid height was determined by GEOID03.
 CZ1713
 CZ1713;                    North         East     Units Scale Factor Converg.
 CZ1713;SPC AZ C     -   184,196.775   339,118.788   MT  1.00009496   +0 43 24.3
 CZ1713;SPC AZ C     -   604,320.13  1,112,594.45   iFT  1.00009496   +0 43 24.3
 CZ1713;UTM  12      - 3,613,029.126   539,752.698   MT  0.99961949   +0 13 43.4
 CZ1713
 CZ1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1713!SPC AZ C     -   0.99986965  x   1.00009496  =   0.99996460
 CZ1713!UTM  12      -   0.99986965  x   0.99961949  =   0.99948919
 CZ1713
 CZ1713:                Primary Azimuth Mark                     Grid Az
 CZ1713:SPC AZ C     -  PEPPER                                   214 17 26.8
 CZ1713:UTM  12      -  PEPPER                                   214 47 07.7
 CZ1713
 CZ1713|---------------------------------------------------------------------|
 CZ1713| PID    Reference Object                     Distance      Geod. Az  |
 CZ1713|                                                           dddmmss.s |
 CZ1713| CZ1718 PEPPER                              APPROX.10.3 KM 2150051.1 |
 CZ1713| CZ1729 CLARK RM 1                            4.849 METERS 26227     |
 CZ1713| CZ1730 CLARK RM 2                            4.709 METERS 34229     |
 CZ1713|---------------------------------------------------------------------|
 CZ1713
 CZ1713                          SUPERSEDED SURVEY CONTROL
 CZ1713
 CZ1713  NAD 83(1986)-  32 39 15.02700(N)    110 34 33.96371(W) AD(       ) 3
 CZ1713  NGVD 29 (05/20/88)  857.8    (m)         2814.     (f) VERT ANG       
 CZ1713
 CZ1713.Superseded values are not recommended for survey control.
 CZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1713.See file dsdata.txt to determine how the superseded data were derived.
 CZ1713
 CZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3975313029(NAD 83)
 CZ1713_MARKER: DD = SURVEY DISK
 CZ1713_SETTING: 80 = SET IN A BOULDER
 CZ1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1713+STABILITY: SURFACE MOTION
 CZ1713
 CZ1713  HISTORY     - Date     Condition        Report By
 CZ1713  HISTORY     - 1946     MONUMENTED       USGS
 CZ1713
 CZ1713                          STATION DESCRIPTION
 CZ1713
 CZ1713'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1713'LOCATED ABOUT 6 MI SSE. OF MAMMOTH, ABOUT 2 MI E. OF SAN PEDRO
 CZ1713'RIVER, 1 MI E. OF CLARK RANCH.  AT WEST END OF HIGH RIDGE
 CZ1713'OVERLOOKING SAN PEDRO RIVER.
 CZ1713'
 CZ1713'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1713'CROSSING SAN PEDRO RIVER TO X-RDS.  GO RIGHT 5.9 MI S. TO POINT
 CZ1713'OF RIDGE ON LEFT AT END OF TRUCK TRAVEL.  PACK UP POINT OF RIDGE
 CZ1713'0.5 MI E. TO HIGHEST POINT AND STATION.
 CZ1713'
 CZ1713'STATION MARK--STANDARD TABLET STAMPED---CLARK 1946---, SET IN
 CZ1713'BOULDER.
 CZ1713'
 CZ1713'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, SET IN BOULDER.
 CZ1713'
 CZ1713'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6874 ***********************************************************************
 DH6874  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6874  DESIGNATION -  CLARK
 DH6874  PID         -  DH6874
 DH6874  STATE/COUNTY-  AZ/GILA
 DH6874  USGS QUAD   -  EL CAPITAN MTN (1964)
 DH6874
 DH6874                         *CURRENT SURVEY CONTROL
 DH6874  ___________________________________________________________________
 DH6874* NAD 83(1992)-  33 14 14.49635(N)    110 45 33.90243(W)     ADJUSTED  
 DH6874* NAVD 88     -      1482.87   (meters)    4865.0    (feet)  GPS OBS   
 DH6874  ___________________________________________________________________
 DH6874  X           -  -1,893,198.847 (meters)                     COMP
 DH6874  Y           -  -4,994,534.984 (meters)                     COMP
 DH6874  Z           -   3,476,804.482 (meters)                     COMP
 DH6874  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DH6874  ELLIP HEIGHT-        1455.50  (meters)          (08/22/05) GPS OBS
 DH6874  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH6874
 DH6874  HORZ ORDER  -  B
 DH6874  ELLP ORDER  -  FOURTH    CLASS II
 DH6874
 DH6874.The horizontal coordinates were established by GPS observations
 DH6874.and adjusted by the National Geodetic Survey in August 2005..
 DH6874
 DH6874.The orthometric height was determined by GPS observations and a
 DH6874.high-resolution geoid model using precise GPS observation and
 DH6874.processing techniques.
 DH6874
 DH6874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6874
 DH6874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6874
 DH6874.The ellipsoidal height was determined by GPS observations
 DH6874.and is referenced to NAD 83.
 DH6874
 DH6874.The geoid height was determined by GEOID03.
 DH6874
 DH6874;                    North         East     Units Scale Factor Converg.
 DH6874;SPC AZ E     -   248,230.327   158,119.473   MT  0.99993761   -0 19 29.6
 DH6874;SPC AZ E     -   814,403.96    518,764.68   iFT  0.99993761   -0 19 29.6
 DH6874;UTM  12      - 3,677,627.001   522,413.886   MT  0.99960619   +0 07 54.7
 DH6874
 DH6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6874!SPC AZ E     -   0.99977154  x   0.99993761  =   0.99970917
 DH6874!UTM  12      -   0.99977154  x   0.99960619  =   0.99937782
 DH6874
 DH6874                          SUPERSEDED SURVEY CONTROL
 DH6874
 DH6874.No superseded survey control is available for this station.
 DH6874
 DH6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2241477627(NAD 83)
 DH6874_MARKER: DD = SURVEY DISK
 DH6874_SETTING: 66 = SET IN ROCK OUTCROP
 DH6874_STAMPING: CLARK 2004 NGS
 DH6874_MARK LOGO: AZ-007
 DH6874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6874+STABILITY: POSITION/ELEVATION WELL
 DH6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6874+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6874
 DH6874  HISTORY     - Date     Condition        Report By
 DH6874  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6874
 DH6874                          STATION DESCRIPTION
 DH6874
 DH6874'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6874'STARTING AT INTERSECTION OF US-70 AND SR-77, EAST OF GLOBE, AZ. GO
 DH6874'SOUTH ON HWY 77 TO MILEPOST 171. PULL OFF AT TURNOUT TO EAST. GO
 DH6874'THROUGH LOCKED GATE TO EAST. GO EASTERLY 0.8 MILES ON DIRT ROAD TO
 DH6874'CATTLE GUARD WHERE FORMAL ROAD ENDS. CONTINUE FOOLOWING FENCE LINE
 DH6874'EAST FOR ANOTHER 0.8 MILES. PACK EAST 200FT TO MONUMENT IN ROCK
 DH6874'OUTCROP 2 FT SOUTH OF FENCE LINE. MONUMENT IS 5 FT WEST OF WITNESS
 DH6874'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0859 ***********************************************************************
 ET0859  DESIGNATION -  CLARKDALE
 ET0859  PID         -  ET0859
 ET0859  STATE/COUNTY-  AZ/YAVAPAI
 ET0859  USGS QUAD   -  CLARKDALE (1973)
 ET0859
 ET0859                         *CURRENT SURVEY CONTROL
 ET0859  ___________________________________________________________________
 ET0859* NAD 83(1992)-  34 45 33.57892(N)    112 03 34.57982(W)     ADJUSTED  
 ET0859* NAVD 88     -      1116.6    (meters)    3663.     (feet)  VERTCON   
 ET0859  ___________________________________________________________________
 ET0859  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 ET0859  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 ET0859
 ET0859  HORZ ORDER  -  SECOND
 ET0859
 ET0859.The horizontal coordinates were established by classical geodetic methods
 ET0859.and adjusted by the National Geodetic Survey in August 1993..
 ET0859
 ET0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0859
 ET0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0859
 ET0859.The geoid height was determined by GEOID03.
 ET0859
 ET0859;                    North         East     Units Scale Factor Converg.
 ET0859;SPC AZ C     -   416,886.374   200,274.588   MT  0.99990211   -0 04 53.4
 ET0859;SPC AZ C     - 1,367,737.45    657,068.86   iFT  0.99990211   -0 04 53.4
 ET0859;UTM  12      - 3,846,865.202   403,025.039   MT  0.99971591   -0 36 15.0
 ET0859
 ET0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0859!SPC AZ C     -   0.99982876  x   0.99990211  =   0.99973089
 ET0859!UTM  12      -   0.99982876  x   0.99971591  =   0.99954472
 ET0859
 ET0859:                Primary Azimuth Mark                     Grid Az
 ET0859:SPC AZ C     -  SHEEP                                    089 44 29.9
 ET0859:UTM  12      -  SHEEP                                    090 15 51.5
 ET0859
 ET0859|---------------------------------------------------------------------|
 ET0859| PID    Reference Object                     Distance      Geod. Az  |
 ET0859|                                                           dddmmss.s |
 ET0859| ES1039 SHEEP                               APPROX.10.1 KM 0893936.5 |
 ET0859| CH2920 CLARKDALE RM 1                       10.100 METERS 13529     |
 ET0859| CH2921 CLARKDALE RM 2                        8.314 METERS 31507     |
 ET0859|---------------------------------------------------------------------|
 ET0859
 ET0859                          SUPERSEDED SURVEY CONTROL
 ET0859
 ET0859  NAD 83(1986)-  34 45 33.57498(N)    112 03 34.57573(W) AD(       ) 2
 ET0859  NAD 27      -  34 45 33.50338(N)    112 03 32.00868(W) AD(       ) 2
 ET0859  NGVD 29 (07/19/86) 1115.8    (m)         3661.     (f) VERT ANG       
 ET0859
 ET0859.Superseded values are not recommended for survey control.
 ET0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0859.See file dsdata.txt to determine how the superseded data were derived.
 ET0859
 ET0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0302546865(NAD 83)
 ET0859_MARKER: DD = SURVEY DISK
 ET0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0859
 ET0859  HISTORY     - Date     Condition        Report By
 ET0859  HISTORY     - 1979     MONUMENTED       AZDT
 ET0859  HISTORY     - 19980910 MARK NOT FOUND   AZDT
 ET0859  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0859
 ET0859                          STATION DESCRIPTION
 ET0859
 ET0859'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ET0859'THE STATION IS LOCATED ABOUT 0.75 MILE WEST-SOUTHWEST OF CLARKDALE AND
 ET0859'2 MILES WEST-NORTHWEST OF COTTONWOOD ABOVE A LOW HWY. CUTBANK IN THE
 ET0859'EAST RIGHT-OF-WAY OF U.S. HWY. 89A.
 ET0859'
 ET0859'THE STATION IS AN ADOT HWY. DIVISION DISK SET IN A 10 INCH DIAMETER
 ET0859'CONCRETE MONUMENT STAMPED---CLARKDALE 1979---AND IS 48 FEET EAST OF
 ET0859'HWY. CENTERLINE MARKED BY A WITNESS POST AND SIGN 3.5 FEET TO EAST
 ET0859'SOUTHEAST.
 ET0859'
 ET0859'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CLARKDALE
 ET0859'RM 1 1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ET0859'
 ET0859'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CLARKDALE
 ET0859'RM 2 1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ET0859'
 ET0859'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ET0859'ON EAST MINGUS AVE. FOR 0.8 MILE AND U.S. HWY. 89A, TURN RIGHT ON HWY.
 ET0859'89A AND GO NORTHWEST FOR 2 MILES TO THE STATION ON THE RIGHT ABOVE A
 ET0859'LOW HWY. CUTBANK.  STATION IS 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 ET0859'THE JEROME-CLARKDALE HWY.
 ET0859
 ET0859                          STATION RECOVERY (1998)
 ET0859
 ET0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 ET0859'MARK NOT FOUND.
 ET0859
 ET0859                          STATION RECOVERY (2005)
 ET0859
 ET0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0859'MARK NOT FOUND.
 ET0859'NEW MARK LABELED ESS WITH DATE 1999 FOUND - 120 SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1077 ***********************************************************************
 ES1077  DESIGNATION -  CLAY SPRINGS
 ES1077  PID         -  ES1077
 ES1077  STATE/COUNTY-  AZ/NAVAJO
 ES1077  USGS QUAD   -  BIG PUG TANK (1990)
 ES1077
 ES1077                         *CURRENT SURVEY CONTROL
 ES1077  ___________________________________________________________________
 ES1077* NAD 83(1992)-  34 22 46.51466(N)    110 15 19.56715(W)     ADJUSTED  
 ES1077* NAVD 88     -      1949.6    (meters)    6396.     (feet)  VERTCON   
 ES1077  ___________________________________________________________________
 ES1077  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ES1077  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1077
 ES1077  HORZ ORDER  -  FIRST
 ES1077
 ES1077.The horizontal coordinates were established by classical geodetic methods
 ES1077.and adjusted by the National Geodetic Survey in August 1993..
 ES1077
 ES1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1077
 ES1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1077
 ES1077.The geoid height was determined by GEOID03.
 ES1077
 ES1077;                    North         East     Units Scale Factor Converg.
 ES1077;SPC AZ E     -   374,759.255   205,196.600   MT  0.99990082   -0 03 00.5
 ES1077;SPC AZ E     - 1,229,525.11    673,217.19   iFT  0.99990082   -0 03 00.5
 ES1077;UTM  12      - 3,804,496.339   568,452.286   MT  0.99965776   +0 25 13.6
 ES1077
 ES1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1077!SPC AZ E     -   0.99969781  x   0.99990082  =   0.99959866
 ES1077!UTM  12      -   0.99969781  x   0.99965776  =   0.99935567
 ES1077
 ES1077|---------------------------------------------------------------------|
 ES1077| PID    Reference Object                     Distance      Geod. Az  |
 ES1077|                                                           dddmmss.s |
 ES1077| CD1804 CLAY SPRINGS RM 1                    13.807 METERS 07722     |
 ES1077| CD1805 CLAY SPRINGS RM 2                    12.969 METERS 17530     |
 ES1077| CD1803 CLAY SPRINGS AZ MK                                 3124150.2 |
 ES1077| ES1159 PULP MILL WT                        APPROX.15.8 KM 3315503.5 |
 ES1077|---------------------------------------------------------------------|
 ES1077
 ES1077                          SUPERSEDED SURVEY CONTROL
 ES1077
 ES1077  NAD 83(1986)-  34 22 46.50998(N)    110 15 19.57212(W) AD(       ) 1
 ES1077  NAD 27      -  34 22 46.36970(N)    110 15 17.14550(W) AD(       ) 1
 ES1077  NGVD 29 (07/19/86) 1948.7    (m)         6393.     (f) VERT ANG       
 ES1077
 ES1077.Superseded values are not recommended for survey control.
 ES1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1077.See file dsdata.txt to determine how the superseded data were derived.
 ES1077
 ES1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6845204496(NAD 83)
 ES1077_MARKER: DS = TRIANGULATION STATION DISK
 ES1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1077
 ES1077  HISTORY     - Date     Condition        Report By
 ES1077  HISTORY     - 1936     MONUMENTED       CGS
 ES1077  HISTORY     - 1958     GOOD             CGS
 ES1077  HISTORY     - 1960     GOOD             USGS
 ES1077
 ES1077                          STATION DESCRIPTION
 ES1077
 ES1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1077'STATION IS ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF CLAY
 ES1077'SPRINGS, ABOUT 1/2 MILE NORTH OF THE CLEARING LOCALLY KNOWN
 ES1077'AS THE DESERTED SECTION, ABOUT 12 MILES SOUTHWEST OF SNOWFLAKE,
 ES1077'AND ON THE HIGHEST POINT OF A WOODED RIDGE.
 ES1077'
 ES1077'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE NORTHWEST OF THE
 ES1077'STATION, ON A SMALL OPEN KNOLL ON THE EAST SLOPE OF THE
 ES1077'PARALLEL RIDGE TO THE WEST, ABOUT 200 YARDS WEST OF THE BOTTOM
 ES1077'OF THE DRAW AND ABOUT 150 YARDS SOUTH OF A DRAW ON THE EAST
 ES1077'SLOPE OF THE RIDGE.
 ES1077'
 ES1077'TO REACH FROM CLAY SPRINGS GO EAST FROM STORE BUILDING 0.1
 ES1077'MILE ON GRADED ROAD.  JUST AFTER CROSSING SMALL BRIDGE TAKE
 ES1077'LEFT FORK AND GO NORTHEAST, PASS TO SOUTH OF HOUSE WITH LATH
 ES1077'FENCE, THENCE EAST 0.1 MILE AND PASS TO NORTH OF NEW HOUSE.
 ES1077'CONTINUE EAST ACROSS SMALL CLEARED VALLEY ON AN OLD DIM ROAD
 ES1077'0.4 MILE.  KEEP LEFT FORK EAST AND CONTINUE 0.3 MILE.  TAKE
 ES1077'LEFT FORK NORTH ACROSS WASH AND THEN FOLLOW OLD TRACK ROAD EAST
 ES1077'1.7 MILES.  TAKE DIM LEFT FORK AND GO 0.4 MILE.  TURN LEFT OFF
 ES1077'ROAD AND GO NORTHWEST ACROSS COUNTRY 0.1 MILE.  CROSS OLD
 ES1077'WASHED-OUT ROAD AND GO NORTH UP THE SLOPE 0.2 MILE TO
 ES1077'STATION.
 ES1077'
 ES1077'A 15-FOOT TOWER CLEARS ALL LINES.
 ES1077'
 ES1077'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1077'DESCRIBED,
 ES1077
 ES1077                          STATION RECOVERY (1958)
 ES1077
 ES1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1077'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1077'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 ES1077'
 ES1077'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES SOUTHWEST OF
 ES1077'SNOWFLAKE AND ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF
 ES1077'CLAY SPRINGS, ON THE HIGHEST PART OF A WOODED RIDGE.
 ES1077'
 ES1077'THE STATION IS A STANDARD DISK STAMPED CLAY SPRINGS 1936 SET
 ES1077'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ES1077'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTH OF A JUNIPER
 ES1077'TREE WITH A TRIANGULAR BLAZE.
 ES1077'
 ES1077'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLAY
 ES1077'SPRINGS NO 1 1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 ES1077'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND
 ES1077'IS ABOUT THE SAME ELEVATION AS THE STATION.
 ES1077'
 ES1077'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CALY
 ES1077'SPRINGS NO 2 1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 ES1077'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND
 ES1077'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 15 FEET
 ES1077'SOUTHEAST OF A JUNIPER TREE WITH A TRIANGULAR BLAZE.
 ES1077'
 ES1077'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY SPRINGS
 ES1077'1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 ES1077'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT
 ES1077'0.4 MILE NORTHWEST OF THE STATION, ACROSS A RAVINE, ABOUT
 ES1077'200 YARDS ON WEST, UP THE NEXT HILL IN A SMALL OPENING IN THE
 ES1077'TREES.
 ES1077'
 ES1077'TO REACH THE STATION FROM THE POST OFFICE IN CLAY SPRINGS, WHICH
 ES1077'IS ABOUT 21 MILES WEST-NORTHWEST OF SHOW LOW BY STATE ROUTE
 ES1077'160, GO EAST ON STATE ROUTE 160 FOR 0.4 MILE.  CONTINUE STRAIGHT
 ES1077'AHEAD ON A TRACK ROAD AT A POINT WHERE STATE ROUTE 160 CURVES
 ES1077'TO THE RIGHT AND GO EASTERLY FOR 0.1 MILE, PASSING THROUGH A
 ES1077'DUMP GROUND AREA TO A FORK.  TAKE THE RIGHT FORK AND GO EAST
 ES1077'AND NORTH ON THE MAIN TRACK ROAD FOR 0.8 MILE.  PASS THROUGH
 ES1077'A WIRE GATE AND GO NORTHEASTERLY ON THE TRACK ROAD FOR 1.75
 ES1077'MILES.  TAKE THE LEFT FORK AND FOLLOW THE FAINT TRACK ROAD
 ES1077'UPHILL, THROUGH THE TREES, NORTHWESTERLY FOR 0.5 MILE TO THE
 ES1077'HIGHEST PART OF THE RIDGE, A JUNIPER TREE WITH A TRIANGULAR
 ES1077'BLAZE AND THE STATION.  THIS IS A FOUR-WHEEL DRIVE STATION
 ES1077'IN WET WEATHER.
 ES1077
 ES1077                          STATION RECOVERY (1960)
 ES1077
 ES1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1100 ***********************************************************************
 ES1100  DESIGNATION -  CLEAN
 ES1100  PID         -  ES1100
 ES1100  STATE/COUNTY-  AZ/NAVAJO
 ES1100  USGS QUAD   -  HIBBARD (1970)
 ES1100
 ES1100                         *CURRENT SURVEY CONTROL
 ES1100  ___________________________________________________________________
 ES1100* NAD 83(1992)-  34 56 27.34316(N)    110 36 56.30404(W)     ADJUSTED  
 ES1100* NAVD 88     -      1548.8    (meters)    5081.     (feet)  VERTCON   
 ES1100  ___________________________________________________________________
 ES1100  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ES1100  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES1100
 ES1100  HORZ ORDER  -  SECOND
 ES1100
 ES1100.The horizontal coordinates were established by classical geodetic methods
 ES1100.and adjusted by the National Geodetic Survey in August 1993..
 ES1100
 ES1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1100
 ES1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1100
 ES1100.The geoid height was determined by GEOID03.
 ES1100
 ES1100;                    North         East     Units Scale Factor Converg.
 ES1100;SPC AZ E     -   437,113.525   172,348.568   MT  0.99992072   -0 15 25.7
 ES1100;SPC AZ E     - 1,434,099.49    565,448.06   iFT  0.99992072   -0 15 25.7
 ES1100;SPC AZ C     -   437,794.372   332,205.290   MT  1.00007402   +0 44 42.8
 ES1100;SPC AZ C     - 1,436,333.24  1,089,912.37   iFT  1.00007402   +0 44 42.8
 ES1100;UTM  12      - 3,866,559.736   535,098.763   MT  0.99961518   +0 13 12.5
 ES1100
 ES1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1100!SPC AZ E     -   0.99976075  x   0.99992072  =   0.99968149
 ES1100!SPC AZ C     -   0.99976075  x   1.00007402  =   0.99983475
 ES1100!UTM  12      -   0.99976075  x   0.99961518  =   0.99937602
 ES1100
 ES1100:                Primary Azimuth Mark                     Grid Az
 ES1100:SPC AZ E     -  CLEAN AZ MK                              188 21 35.5
 ES1100:SPC AZ C     -  CLEAN AZ MK                              187 21 27.0
 ES1100:UTM  12      -  CLEAN AZ MK                              187 52 57.3
 ES1100
 ES1100|---------------------------------------------------------------------|
 ES1100| PID    Reference Object                     Distance      Geod. Az  |
 ES1100|                                                           dddmmss.s |
 ES1100| CD1806 CLEAN AZ MK                                        1880609.8 |
 ES1100| CD1807 CLEAN RM 1                           12.674 METERS 18944     |
 ES1100| CD1808 CLEAN RM 2                           12.225 METERS 27847     |
 ES1100|---------------------------------------------------------------------|
 ES1100
 ES1100                          SUPERSEDED SURVEY CONTROL
 ES1100
 ES1100  NAD 83(1986)-  34 56 27.33770(N)    110 36 56.30682(W) AD(       ) 2
 ES1100  NAD 27      -  34 56 27.25320(N)    110 36 53.84230(W) AD(       ) 2
 ES1100  NGVD 29 (07/19/86) 1548.0    (m)         5079.     (f) VERT ANG       
 ES1100
 ES1100.Superseded values are not recommended for survey control.
 ES1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1100.See file dsdata.txt to determine how the superseded data were derived.
 ES1100
 ES1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3509966560(NAD 83)
 ES1100_MARKER: DS = TRIANGULATION STATION DISK
 ES1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1100
 ES1100  HISTORY     - Date     Condition        Report By
 ES1100  HISTORY     - 1959     MONUMENTED       CGS
 ES1100  HISTORY     - 1972     GOOD             NGS
 ES1100  HISTORY     - 1974     GOOD             AZHD
 ES1100
 ES1100                          STATION DESCRIPTION
 ES1100
 ES1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1100'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WINSLOW
 ES1100'AND 0.4 MILE NORTH OF AN OLD BLADED COUNTRY ROAD, ON THE
 ES1100'HIGHEST PART OF A LOW RIDGE.
 ES1100'
 ES1100'TO REACH THE STATION FROM THE POST OFFICE AT WINSLOW, GO SOUTH
 ES1100'FOR 0.05 MILE TO THE INTERSECTION OF U.S. HIGHWAY 66 AND
 ES1100'ARIZONA STATE HIGHWAY 65, AND CONTINUE SOUTH ON HIGHWAY 65
 ES1100'FOR 0.85 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND FOLLOW
 ES1100'THE PAVEMENT EASTWARD AS PER SIGN CHEVLON RANGER STATION FOR
 ES1100'4.6 MILES TO THE END OF THE PAVEMENT AT A RECREATION AREA.
 ES1100'CONTINUE EASTWARD ON THE GRAVELED ROAD FOR 1.6 MILES TO A ROAD
 ES1100'LEFT AND SIGNS CHEVLON BRIDGE 8 AND JOSEPH CITY 25.  GO LEFT
 ES1100'TOWARD JOSEPH CITY FOR 1.6 MILES TO A DIM CROSSROAD AND GATE
 ES1100'ON THE RIGHT.  TURN LEFT ON THE DIM TRACK ROAD FOR 0.4 MILE
 ES1100'TO THE STATION.
 ES1100'
 ES1100'TO REACH THE AZIMUTH MARK, TURN RIGHT THROUGH THE GATE MENTIONED
 ES1100'ABOVE AND GO 0.15 MILE SOUTH TO A FEW LARGE BOULDERS ON THE
 ES1100'RIGHT AND THE MARK 100 FEET WEST OF THE DIM TRACK ROAD.
 ES1100'
 ES1100'THE STATION MARK IS A STANDARD DISK STAMPED CLEAN 1959, SET
 ES1100'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 ES1100'8.6 FEET SOUTHWEST OF A WITNESS POST.
 ES1100'
 ES1100'R.M. 1 IS A STANDARD DISK STAMPED CLEAN NO 1 1959, SET IN A
 ES1100'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 48.6
 ES1100'FEET SOUTH OF THE WITNESS POST.
 ES1100'
 ES1100'R.M. 2 IS A STANDARD DISK STAMPED CLEAN NO 2 1959, SET IN A
 ES1100'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 43.6
 ES1100'FEET WEST OF THE WITNESS POST.
 ES1100'
 ES1100'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLEAN 1959, SET
 ES1100'IN A DRILL HOLE IN A SANDSTONE OUTCROP THAT PROJECTS 3 INCHES.
 ES1100'IT IS JUST WEST OF A GROUP OF LARGE BOULDERS ON THE EAST SLOPE
 ES1100'OF A LOW RISE, AND IS 5 FEET EAST OF A 2-FOOT CAIRN.
 ES1100
 ES1100                          STATION RECOVERY (1972)
 ES1100
 ES1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1100'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ES1100'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1100'DUE TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE STATION
 ES1100'FOLLOWS.
 ES1100'
 ES1100'TO REACH THE STATION FROM WINSLOW, GO SOUTH ALONG ARIZONA
 ES1100'HIGHWAY 87 FOR 1.3 MILES TO JUNCTION WITH ARIZONA HIGHWAY 97.
 ES1100'TURN LEFT ALONG 97 FOR 5.5 MILES TO MC HOOD PARK ON THE LEFT,
 ES1100'CONTINUE EAST FOR 1.9 MILES TO A GRADED ROAD LEFT.  TURN LEFT
 ES1100'FOR 1.7 MILES TO A DIM CROSSROAD AT A PROMINENT GATE ON THE
 ES1100'RIGHT.  TURN LEFT FOR 1/4 MILE THEN BEAR RIGHT TO THE TOP OF
 ES1100'THE LOW HILL AND THE STATION.
 ES1100'
 ES1100'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1100'
 ES1100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 ES1100'SOUTHEAST OF WINSLOW
 ES1100
 ES1100                          STATION RECOVERY (1974)
 ES1100
 ES1100'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1100'GENERAL LOCATION S23, T18N, R16E.  G AND SR MERIDIAN 9.50
 ES1100'MILES S.E. OF WINSLOW POST OFFICE BY ROAD (7 AIRLINE MILES)
 ES1100'
 ES1100'TO REACH RECOVERED AS DESCRIBED
 ES1100'
 ES1100'STATION MARK STANDARD USC AND GS BRASS CAP IN A 10 IN
 ES1100'SQUARE CONC. POST, PROJECTING 0.2 FT ABOVE GROUND
 ES1100'
 ES1100'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD
 ES1100'
 ES1100'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1014 ***********************************************************************
 ES1014  DESIGNATION -  CLEAR
 ES1014  PID         -  ES1014
 ES1014  STATE/COUNTY-  AZ/YAVAPAI
 ES1014  USGS QUAD   -  WALKER MTN (1969)
 ES1014
 ES1014                         *CURRENT SURVEY CONTROL
 ES1014  ___________________________________________________________________
 ES1014* NAD 83(1992)-  34 30 42.39599(N)    111 44 50.28097(W)     ADJUSTED  
 ES1014* NAVD 88     -      1090.2    (meters)    3577.     (feet)  VERTCON   
 ES1014  ___________________________________________________________________
 ES1014  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 ES1014  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ES1014
 ES1014  HORZ ORDER  -  SECOND
 ES1014
 ES1014.The horizontal coordinates were established by classical geodetic methods
 ES1014.and adjusted by the National Geodetic Survey in August 1993..
 ES1014
 ES1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1014
 ES1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1014
 ES1014.The geoid height was determined by GEOID03.
 ES1014
 ES1014;                    North         East     Units Scale Factor Converg.
 ES1014;SPC AZ C     -   389,431.055   228,910.872   MT  0.99990298   +0 05 45.5
 ES1014;SPC AZ C     - 1,277,660.94    751,019.92   iFT  0.99990298   +0 05 45.5
 ES1014;UTM  12      - 3,819,156.591   431,404.356   MT  0.99965800   -0 25 24.3
 ES1014
 ES1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1014!SPC AZ C     -   0.99983293  x   0.99990298  =   0.99973593
 ES1014!UTM  12      -   0.99983293  x   0.99965800  =   0.99949099
 ES1014
 ES1014|---------------------------------------------------------------------|
 ES1014| PID    Reference Object                     Distance      Geod. Az  |
 ES1014|                                                           dddmmss.s |
 ES1014| CH2923 CLEAR RM 1                           10.680 METERS 05153     |
 ES1014| ES0988 HACKBERRY                           APPROX.10.3 KM 1610627.2 |
 ES1014| CH2922 CLEAR AZ MK                                        2381212.6 |
 ES1014| CH2924 CLEAR RM 2                           12.883 METERS 33919     |
 ES1014|---------------------------------------------------------------------|
 ES1014
 ES1014                          SUPERSEDED SURVEY CONTROL
 ES1014
 ES1014  NAD 83(1986)-  34 30 42.39014(N)    111 44 50.27843(W) AD(       ) 2
 ES1014  NAD 27      -  34 30 42.29700(N)    111 44 47.75000(W) AD(       ) 2
 ES1014  NGVD 29 (07/19/86) 1089.5    (m)         3574.     (f) VERT ANG       
 ES1014
 ES1014.Superseded values are not recommended for survey control.
 ES1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1014.See file dsdata.txt to determine how the superseded data were derived.
 ES1014
 ES1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3140419157(NAD 83)
 ES1014_MARKER: DS = TRIANGULATION STATION DISK
 ES1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1014+STABILITY: SURFACE MOTION
 ES1014
 ES1014  HISTORY     - Date     Condition        Report By
 ES1014  HISTORY     - 1946     MONUMENTED       CGS
 ES1014  HISTORY     - 1959     GOOD             CGS
 ES1014  HISTORY     - 1960     GOOD             USGS
 ES1014  HISTORY     - 1966     GOOD             USGS
 ES1014  HISTORY     - 1972     GOOD             AZHD
 ES1014  HISTORY     - 1979     GOOD             AZDT
 ES1014
 ES1014                          STATION DESCRIPTION
 ES1014
 ES1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1014'STATION IS LOCATED BY AIRLINE ABOUT 7-1/2 MILES SOUTHEAST OF CAMP
 ES1014'VERDE AND 4 MILES EAST OF THE VERDE RIVER.  IT IS ON THE RIDGE
 ES1014'LYING BETWEEN CLEAR CREEK TO THE NORTH AND COTTONWOOD CREEK TO
 ES1014'THE SOUTH.  ABOUT 1 MILE EAST OF THE CAMP VERDE-PINE ROAD AND ON
 ES1014'SOUTH SIDE OF TOMS CREEK ROAD.
 ES1014'
 ES1014'TO REACH FROM CAMP VERDE POST OFFICE GO SOUTH ON THE PINE ROAD
 ES1014'FOR 7.8 MILES TO A T-ROAD LEFT.  TURN LEFT AS PER SIGN TOMS CREEK
 ES1014'ROAD AND GO 0.95 MILE.  STATION IS ON SMALL KNOLL TO RIGHT, 110
 ES1014'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 ES1014'
 ES1014'MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED CLEAR
 ES1014'1946, SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 ES1014'GROUND.
 ES1014'
 ES1014'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 ES1014'REFERENCE MARK DISK, STAMPED CLEAR NO 1 1946, CEMENTED IN A
 ES1014'DRILL HOLE IN A BOULDER, PROJECTING 1 FOOT ABOVE GROUND.
 ES1014'
 ES1014'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  A
 ES1014'STANDARD REFERENCE MARK DISK, STAMPED CLEAR NO 2 1946, CEMENTED
 ES1014'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 ES1014'
 ES1014'THE AZIMUTH MARK IS 0.9 MILE SOUTHWEST OF THE STATION.  IT IS
 ES1014'A STANDARD AZIMUTH MARK DISK, STAMPED CLEAR 1946, CEMENTED IN A
 ES1014'DRILL HOLE IN THE NORTH HEADWALL OF A CATTLE GUARD ACROSS TOMS
 ES1014'CREEK ROAD, AT ITS INTERSECTION WITH THE CAMP VERDE-PINE ROAD.
 ES1014'THE MARK IS 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 ES1014
 ES1014                          STATION RECOVERY (1959)
 ES1014
 ES1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1014'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ES1014'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1014'CONDITION.
 ES1014'
 ES1014'THE 1946 TO REACH IS ADEQUATE.
 ES1014
 ES1014                          STATION RECOVERY (1960)
 ES1014
 ES1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1014'RECOVERED AS DESCRIBED BY NGS.
 ES1014
 ES1014                          STATION RECOVERY (1966)
 ES1014
 ES1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1014'RECOVERD AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 ES1014
 ES1014                          STATION RECOVERY (1972)
 ES1014
 ES1014'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1014'GENERAL LOCATION - AS PER DESCRIPTION
 ES1014'
 ES1014'TO REACH - FROM CAMP VERDE P.O. GO SOUTH ALONG PINE ROAD FOR
 ES1014'7.8 MILES TO A T ROAD TO RIGHT, STAY ON F.H. 9 AND GO 0.90 MILE
 ES1014'STATION IS ON SMALL KNOLL TO RIGHT
 ES1014'
 ES1014'STATION MARK - 192 FT SOUTH AT R/W FENCE FROM NEW ROAD
 ES1014'
 ES1014'REFERENCE MARK - R.M. 1 AND 2 BOTH IN AND GOOD.
 ES1014'
 ES1014'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
 ES1014
 ES1014                          STATION RECOVERY (1979)
 ES1014
 ES1014'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1014'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO DISTANCE OR
 ES1014'ANGLE MEASUREMENTS WERE MADE AT THIS TIME.  A NEW ROUTE TO THE STATION
 ES1014'FOLLOWS.
 ES1014'
 ES1014'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, TRAVEL SOUTH
 ES1014'ON THE NEW PINE ROAD FOR 9.0 MILES.  THE STATION IS ON THE RIGHT ABOUT
 ES1014'300 FEET SOUTH OF THE HIGHWAY CENTERLINE ABOVE A HIGHWAY CUT ON A
 ES1014'CURVE TO THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1103 ***********************************************************************
 ES1103  DESIGNATION -  CLEAR RESET
 ES1103  PID         -  ES1103
 ES1103  STATE/COUNTY-  AZ/NAVAJO
 ES1103  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES1103
 ES1103                         *CURRENT SURVEY CONTROL
 ES1103  ___________________________________________________________________
 ES1103* NAD 83(1992)-  34 51 48.08746(N)    110 39 37.77016(W)     ADJUSTED  
 ES1103* NAVD 88     -      1643.0    (meters)    5390.     (feet)  GPS OBS   
 ES1103  ___________________________________________________________________
 ES1103  X           -  -1,848,981.258 (meters)                     COMP
 ES1103  Y           -  -4,903,409.824 (meters)                     COMP
 ES1103  Z           -   3,626,364.306 (meters)                     COMP
 ES1103  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ES1103  ELLIP HEIGHT-        1618.71  (meters)          (09/30/99) GPS OBS
 ES1103  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1103
 ES1103  HORZ ORDER  -  A
 ES1103  ELLP ORDER  -  THIRD     CLASS I
 ES1103
 ES1103.The horizontal coordinates were established by GPS observations
 ES1103.and adjusted by the National Geodetic Survey in September 1999..
 ES1103
 ES1103.The orthometric height was determined by GPS observations and a
 ES1103.high-resolution geoid model.
 ES1103
 ES1103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1103
 ES1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1103
 ES1103.The ellipsoidal height was determined by GPS observations
 ES1103.and is referenced to NAD 83.
 ES1103
 ES1103.The geoid height was determined by GEOID03.
 ES1103
 ES1103;                    North         East     Units Scale Factor Converg.
 ES1103;SPC AZ E     -   428,527.945   168,209.124   MT  0.99992512   -0 16 56.2
 ES1103;SPC AZ E     - 1,405,931.58    551,867.20   iFT  0.99992512   -0 16 56.2
 ES1103;UTM  12      - 3,857,942.672   531,032.170   MT  0.99961187   +0 11 38.7
 ES1103
 ES1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1103!SPC AZ E     -   0.99974598  x   0.99992512  =   0.99967112
 ES1103!UTM  12      -   0.99974598  x   0.99961187  =   0.99935795
 ES1103
 ES1103|---------------------------------------------------------------------|
 ES1103| PID    Reference Object                     Distance      Geod. Az  |
 ES1103|                                                           dddmmss.s |
 ES1103| CD1810 CLEAR RM 1                           12.049 METERS 02258     |
 ES1103| CD1809 CLEAR AZ MK                                        2025108.8 |
 ES1103| CD1811 CLEAR RM 2                           12.848 METERS 29605     |
 ES1103| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.17.5 KM 3500108.9 |
 ES1103| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX.17.8 KM 3500513.6 |
 ES1103|---------------------------------------------------------------------|
 ES1103
 ES1103                          SUPERSEDED SURVEY CONTROL
 ES1103
 ES1103  NAD 83(1992)-  34 51 48.08809(N)    110 39 37.76665(W) AD(       ) 1
 ES1103  NAD 83(1986)-  34 51 48.08051(N)    110 39 37.77138(W) AD(       ) 1
 ES1103  NAD 27      -  34 51 47.99700(N)    110 39 35.30300(W) AD(       ) 1
 ES1103  NGVD 29 (07/19/86) 1642.1    (m)         5387.     (f) VERT ANG       
 ES1103
 ES1103.Superseded values are not recommended for survey control.
 ES1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1103.See file dsdata.txt to determine how the superseded data were derived.
 ES1103
 ES1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3103257943(NAD 83)
 ES1103_MARKER: DS = TRIANGULATION STATION DISK
 ES1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1103_STAMPING: CLEAR RESET 1966
 ES1103_MARK LOGO: CGS   
 ES1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1103+STABILITY: SURFACE MOTION
 ES1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1103+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1998
 ES1103
 ES1103  HISTORY     - Date     Condition        Report By
 ES1103  HISTORY     - 1966     MONUMENTED       CGS
 ES1103  HISTORY     - 1970     GOOD             USGS
 ES1103  HISTORY     - 1974     GOOD             AZHD
 ES1103  HISTORY     - 19981123 GOOD             NGS
 ES1103
 ES1103                          STATION DESCRIPTION
 ES1103
 ES1103'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1103'RECOVERED AS DESCRIBED BY NGS EXCEPT STATION APPARENTLY RESET
 ES1103'OVER ORIGINAL POINT.  NGS HAS NO RECORD OF THIS RESET.  RM 1
 ES1103'SEARCHED FOR NOT FOUND.
 ES1103'
 ES1103'STATION MARK--CGS DISK STAMPED---CLEAR RESET 1966---, SET IN
 ES1103'CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND.
 ES1103
 ES1103                          STATION RECOVERY (1974)
 ES1103
 ES1103'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1103'GENERAL LOCATION N.W. 1/4 SECTION 21, T17N, R16E, G AND SR
 ES1103'MERIDIAN 13.20 MILES S. OF WINSLOW P.O.
 ES1103'
 ES1103'TO REACH FROM THE P.O. IN WINSLOW, GO S. ON ARIZ HWYS 87 AND
 ES1103'99 FOR 0.15 MILES, UNDER THE SANTA FE RAILROAD.  CONTINUE S. FOR
 ES1103'1.10 MILES (CROSSING THE WINSLOW FLOOD CONTROL DIKE) TO THE JCT
 ES1103'OF HWY 87 S. AND 99 S. EASTERLY.  TURN LEFT ON HWY 99, TOWARD
 ES1103'CHEVELON RANGER STATION, FOR 11.95 MILES TO THE CREST OF A LOW
 ES1103'RIDGE, AND THE STATION ON THE RT.
 ES1103'
 ES1103'REFERENCE MARKS R.M. 1 DESTROYED R.M. 2 (1936) IN AND GOOD
 ES1103'
 ES1103'AZIMUTH MARK 0.45 MILES S.S.W. IN AND GOOD (66 FT W. OF
 ES1103'CENTERLINE PAVEMENT)
 ES1103
 ES1103                          STATION RECOVERY (1998)
 ES1103
 ES1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ES1103'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) SOUTHEAST OF WINSLOW,
 ES1103'ON THE NORTHWEST SIDE OF STATE HIGHWAY 99, 0.72 KM (0.45 MI) SOUTHEAST
 ES1103'OF HIGHWAY 99 MILEPOST 31.  OWNERSHIP--ARIZONA DEPARTMENT OF
 ES1103'TRANSPORTATION.  TO REACH THE STATION FROM THE EAST END OF THE
 ES1103'EASTBOUND EXIT RAMP OF INTERSTATE HIGHWAY 40 EXIT 252 IN WINSLOW, GO
 ES1103'SOUTH ON THE SERVICE ROAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 ES1103'U.S. HISTORIC HIGHWAY ROUTE 66.  TURN LEFT, EAST ON ROUTE 66 AND GO
 ES1103'2.98 KM (1.85 MI) TO THE JUNCTION OF STATE HIGHWAY 87 AT A TRAFFIC
 ES1103'LIGHT.  TURN RIGHT, SOUTH ON STATE HIGHWAY 87 FOR 2.01 KM (1.25 MI) TO
 ES1103'THE JUNCTION OF STATE HIGHWAY 99 ON THE LEFT.  TURN LEFT, SOUTHEAST ON
 ES1103'STATE HIGHWAY 99 FOR 19.31 KM (12.00 MI) TO THE STATION ON THE RIGHT.
 ES1103'THE STATION IS A US COAST AND GEODETIC SURVEY TRIANGULATION DISK SET
 ES1103'IN TOP OF A ROUND CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.  IT
 ES1103'IS 22.55 M (73.98 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 17.83 M
 ES1103'(58.50 FT) NORTHEAST OF RM 3, 12.80 M (41.99 FT) SOUTHEAST OF RM 2 AND
 ES1103'1.37 M (4.49 FT) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1926 ***********************************************************************
 CZ1926  DESIGNATION -  CLEMENS
 CZ1926  PID         -  CZ1926
 CZ1926  STATE/COUNTY-  AZ/PINAL
 CZ1926  USGS QUAD   -  PICACHO PASS (1980)
 CZ1926
 CZ1926                         *CURRENT SURVEY CONTROL
 CZ1926  ___________________________________________________________________
 CZ1926* NAD 83(1992)-  32 43 41.29377(N)    111 18 10.63143(W)     ADJUSTED  
 CZ1926* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 CZ1926  ___________________________________________________________________
 CZ1926  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CZ1926  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ1926
 CZ1926  HORZ ORDER  -  SECOND
 CZ1926
 CZ1926.The horizontal coordinates were established by classical geodetic methods
 CZ1926.and adjusted by the National Geodetic Survey in August 1993..
 CZ1926
 CZ1926.The orthometric height was scaled from a topographic map.
 CZ1926
 CZ1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1926
 CZ1926.The geoid height was determined by GEOID03.
 CZ1926
 CZ1926;                    North         East     Units Scale Factor Converg.
 CZ1926;SPC AZ C     -   191,770.979   270,883.453   MT  0.99994079   +0 19 54.5
 CZ1926;SPC AZ C     -   629,169.88    888,725.24   iFT  0.99994079   +0 19 54.5
 CZ1926;UTM  12      - 3,621,189.435   471,612.847   MT  0.99960994   -0 09 49.7
 CZ1926
 CZ1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1926!SPC AZ C     -   0.99990955  x   0.99994079  =   0.99985035
 CZ1926!UTM  12      -   0.99990955  x   0.99960994  =   0.99951953
 CZ1926
 CZ1926|---------------------------------------------------------------------|
 CZ1926| PID    Reference Object                     Distance      Geod. Az  |
 CZ1926|                                                           dddmmss.s |
 CZ1926| CH4994 CLEMENS RM 1                         11.951 METERS 18233     |
 CZ1926| CH4993 CLEMENS AZ MK                                      2715458.8 |
 CZ1926| CH4995 CLEMENS RM 2                         13.144 METERS 27722     |
 CZ1926|---------------------------------------------------------------------|
 CZ1926
 CZ1926                          SUPERSEDED SURVEY CONTROL
 CZ1926
 CZ1926  NAD 83(1986)-  32 43 41.28620(N)    111 18 10.62951(W) AD(       ) 2
 CZ1926  NAD 27      -  32 43 41.02620(N)    111 18 08.22190(W) AD(       ) 2
 CZ1926
 CZ1926.Superseded values are not recommended for survey control.
 CZ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1926.See file dsdata.txt to determine how the superseded data were derived.
 CZ1926
 CZ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7161321189(NAD 83)
 CZ1926_MARKER: Z = SEE DESCRIPTION
 CZ1926_SETTING: 0 = UNSPECIFIED SETTING
 CZ1926
 CZ1926  HISTORY     - Date     Condition        Report By
 CZ1926  HISTORY     - 1936     MONUMENTED       CGS
 CZ1926  HISTORY     - 1968     GOOD             AMS
 CZ1926  HISTORY     - 1972     GOOD             AZHD
 CZ1926
 CZ1926                          STATION DESCRIPTION
 CZ1926
 CZ1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1926'NO DESCRIPTION AVAILABLE.  STANDARD REFERENCE MARKS WERE SET.
 CZ1926'NO. 1 IS 11.951 METERS (39.21 FEET) FROM STATION
 CZ1926'N 22 DEG 32 MIN 47 SEC W NO. 2 IS 13.144 METERS (43.12 FEET) FROM
 CZ1926'STATION N 82 DEG 25 MIN 35 SEC W.  THE AZIMUTH MARK
 CZ1926'IS 0.2 MILE FROM THE STATION N 88 DEG 44 MIN 55 SEC W.
 CZ1926
 CZ1926                          STATION RECOVERY (1968)
 CZ1926
 CZ1926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 CZ1926'STATION MARK, AZIMUTH MARK, AND R.M. NO. 1 WERE RECOVERED.
 CZ1926'R.M. NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  NOT PREVIOUSLY
 CZ1926'DESCRIBED.
 CZ1926
 CZ1926                          STATION RECOVERY (1972)
 CZ1926
 CZ1926'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1926'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1926'
 CZ1926'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CZ1926'
 CZ1926'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0406 ***********************************************************************
 GR0406  DESIGNATION -  CLIFF
 GR0406  PID         -  GR0406
 GR0406  STATE/COUNTY-  AZ/MOHAVE
 GR0406  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0406
 GR0406                         *CURRENT SURVEY CONTROL
 GR0406  ___________________________________________________________________
 GR0406* NAD 83(1986)-  36 07 09.     (N)    114 00 08.     (W)     SCALED    
 GR0406* NAVD 88     -       403.938  (meters)    1325.25   (feet)  POSTED    
 GR0406  ___________________________________________________________________
 GR0406  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0406  DYNAMIC HT  -         403.530 (meters)    1323.91  (feet)  COMP
 GR0406  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 GR0406
 GR0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0406
 GR0406.The horizontal coordinates were scaled from a topographic map and have
 GR0406.an estimated accuracy of +/- 6 seconds.
 GR0406
 GR0406.The orthometric height was determined by differential leveling
 GR0406.and adjusted by the National Geodetic Survey in 1992..
 GR0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0406.rate of 1.1 thru 2.0 mm/km.
 GR0406
 GR0406.The geoid height was determined by GEOID03.
 GR0406
 GR0406.The dynamic height is computed by dividing the NAVD 88
 GR0406.geopotential number by the normal gravity value computed on the
 GR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0406.degrees latitude (g = 980.6199 gals.).
 GR0406
 GR0406.The modeled gravity was interpolated from observed gravity values.
 GR0406
 GR0406;                    North         East    Units  Estimated Accuracy
 GR0406;SPC AZ W     -   567,780.      190,650.      MT  (+/- 180 meters Scaled)
 GR0406
 GR0406                          SUPERSEDED SURVEY CONTROL
 GR0406
 GR0406  NGVD 29 (??/??/92)  403.258  (m)         1323.02   (f) ADJ UNCH    1 1
 GR0406
 GR0406.Superseded values are not recommended for survey control.
 GR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0406.See file dsdata.txt to determine how the superseded data were derived.
 GR0406
 GR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698013(NAD 83)
 GR0406_MARKER: DD = SURVEY DISK
 GR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0406_STAMPING: CLIFF EL. 1323.23
 GR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0406+STABILITY: SURFACE MOTION
 GR0406
 GR0406  HISTORY     - Date     Condition        Report By
 GR0406  HISTORY     - UNK      MONUMENTED       NPS
 GR0406  HISTORY     - 1950     GOOD             NGS
 GR0406
 GR0406                          STATION DESCRIPTION
 GR0406
 GR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0406'3.5 MI N FROM PIERCES FERRY.
 GR0406'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0406'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GR0406'75 YARDS EAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 GR0406'NORTHWEST, 51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK
 GR0406'ROAD LEADING EAST, 28 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 GR0406'3 FEET NORTHWEST OF A CAIRN, AND SET IN THE TOP OF A CONCRETE POST
 GR0406'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1787 ***********************************************************************
 CZ1787  DESIGNATION -  CLIFF
 CZ1787  PID         -  CZ1787
 CZ1787  STATE/COUNTY-  AZ/COCHISE
 CZ1787  USGS QUAD   -  DRAGOON (1995)
 CZ1787
 CZ1787                         *CURRENT SURVEY CONTROL
 CZ1787  ___________________________________________________________________
 CZ1787* NAD 83(1992)-  32 00 51.11902(N)    110 00 48.97873(W)     ADJUSTED  
 CZ1787* NAVD 88     -      1484.5    (meters)    4870.     (feet)  VERTCON   
 CZ1787  ___________________________________________________________________
 CZ1787  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CZ1787  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ1787
 CZ1787  HORZ ORDER  -  FIRST
 CZ1787
 CZ1787.The horizontal coordinates were established by classical geodetic methods
 CZ1787.and adjusted by the National Geodetic Survey in August 1993..
 CZ1787
 CZ1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1787
 CZ1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1787
 CZ1787.The geoid height was determined by GEOID03.
 CZ1787
 CZ1787;                    North         East     Units Scale Factor Converg.
 CZ1787;SPC AZ E     -   112,451.669   227,819.591   MT  0.99990258   +0 04 52.1
 CZ1787;SPC AZ E     -   368,935.92    747,439.60   iFT  0.99990258   +0 04 52.1
 CZ1787;UTM  12      - 3,542,434.762   593,157.930   MT  0.99970702   +0 31 22.6
 CZ1787
 CZ1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1787!SPC AZ E     -   0.99977124  x   0.99990258  =   0.99967384
 CZ1787!UTM  12      -   0.99977124  x   0.99970702  =   0.99947832
 CZ1787
 CZ1787:                Primary Azimuth Mark                     Grid Az
 CZ1787:SPC AZ E     -  COCHISE ARIZ ELEC PWR CORP TK            065 00 08.3
 CZ1787:UTM  12      -  COCHISE ARIZ ELEC PWR CORP TK            064 33 37.8
 CZ1787
 CZ1787|---------------------------------------------------------------------|
 CZ1787| PID    Reference Object                     Distance      Geod. Az  |
 CZ1787|                                                           dddmmss.s |
 CZ1787| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX.12.4 KM 0650500.4 |
 CZ1787| CZ1788 CLIFF RM A                           24.578 METERS 11542     |
 CZ1787| CC7165 CLIFF RM 1                           10.815 METERS 12545     |
 CZ1787| CC7166 CLIFF RM 2                           15.939 METERS 18815     |
 CZ1787| CC7164 CLIFF AZ MK                                        3583844.1 |
 CZ1787|---------------------------------------------------------------------|
 CZ1787
 CZ1787                          SUPERSEDED SURVEY CONTROL
 CZ1787
 CZ1787  NAD 83(1986)-  32 00 51.11220(N)    110 00 48.97488(W) AD(       ) 1
 CZ1787  NAD 27      -  32 00 50.81886(N)    110 00 46.73281(W) AD(       ) 1
 CZ1787  NGVD 29 (07/19/86) 1483.6    (m)         4867.     (f) VERT ANG       
 CZ1787
 CZ1787.Superseded values are not recommended for survey control.
 CZ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1787.See file dsdata.txt to determine how the superseded data were derived.
 CZ1787
 CZ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9315842435(NAD 83)
 CZ1787_MARKER: DS = TRIANGULATION STATION DISK
 CZ1787_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1787_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1787
 CZ1787  HISTORY     - Date     Condition        Report By
 CZ1787  HISTORY     - 1970     MONUMENTED       NGS
 CZ1787
 CZ1787                          STATION DESCRIPTION
 CZ1787
 CZ1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ1787'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DRAGOON, 1-1/2
 CZ1787'MILES SOUTH OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACKS AND ON
 CZ1787'LAND OWNED BY THE STATE OF ARIZONA AND LEASED BY MR. CLIFTON
 CZ1787'COMSTOCK OF DRAGOON, ARIZONA.
 CZ1787'
 CZ1787'TO REACH THE STATION FROM THE POST OFFICE IN DRAGOON GO EAST ON THE
 CZ1787'PAVED ROAD FOR 0.2 MILE TO A CATTLEGUARD AND THE END OF THE
 CZ1787'PAVEMENT.  CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR 1.3 MILES
 CZ1787'TO A GRADED SIDE ROAD RIGHT AND SIGN WOOD CANYON 2.  TURN RIGHT AND
 CZ1787'GO SOUTH, UP HILL, ON THE GRADED ROAD FOR 0.9 MILE TO A FORK AT
 CZ1787'A DOUBLE POWER LINE.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 CZ1787'GRADED ROAD FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1787'CONTINUE AHEAD SOUTH ON THE GRADED ROAD FOR 0.3 MILE TO A DIM
 CZ1787'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON THE DIM TRACK ROAD FOR
 CZ1787'0.1 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING A GATE
 CZ1787'IN A NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE STATION MARK IS A STANDARD DISK STAMPED CLIFF 1970, CEMENTED IN A
 CZ1787'DRILL HOLE IN BEDROCK ABOUT 15 INCHES BELOW THE GROUND SURFACE.  IT
 CZ1787'IS 150 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 48 FEET EAST
 CZ1787'OF A METAL WITNESS POST WITH SIGN, SET IN A NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLIFF NO 1 1970, CEMENTED
 CZ1787'IN A DRILL HOLE IN A 12 X 15-INCH ROCK OUTCROP THAT PROJECTS 4
 CZ1787'INCHES ABOVE THE GROUND SURFACE.  IT IS 128 FEET WEST OF THE CENTER
 CZ1787'OF THE GRADED ROAD AND 75.5 FEET EAST OF A METAL WITNESS POST WITH
 CZ1787'SIGN, SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLIFF NO 2 1970, CEMENTED
 CZ1787'IN A DRILL HOLE IN A 12 X 14-INCH ROCK OUTCROP THAT PROJECTS 1 INCH
 CZ1787'ABOVE THE GROUND SURFACE.  IT IS 54.5 FEET SOUTHEAST OF THE SOUTH
 CZ1787'GATE POST OF A WIRE GATE AND 39.5 FEET SOUTH-SOUTHEAST OF A METAL
 CZ1787'WITNESS POST WITH SIGN, SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLIFF 1970, SET IN THE
 CZ1787'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CZ1787'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 127 FEET WEST
 CZ1787'OF POWER LINE POLE NUMBER 71, 30.5 FEET SOUTH OF THE SOUTH GATE
 CZ1787'POST OF A GATE IN A NORTH-SOUTH FENCE, 14 FEET WEST OF THE CENTER
 CZ1787'OF THE ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 CZ1787'SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0247 ***********************************************************************
 GO0247  DESIGNATION -  CLIFF
 GO0247  PID         -  GO0247
 GO0247  STATE/COUNTY-  AZ/APACHE
 GO0247  USGS QUAD   -  TSAILE (1982)
 GO0247
 GO0247                         *CURRENT SURVEY CONTROL
 GO0247  ___________________________________________________________________
 GO0247* NAD 83(1992)-  36 21 51.53083(N)    109 09 15.77217(W)     ADJUSTED  
 GO0247* NAVD 88     -      2900.5    (meters)    9516.     (feet)  VERTCON   
 GO0247  ___________________________________________________________________
 GO0247  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 GO0247  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 GO0247
 GO0247  HORZ ORDER  -  THIRD
 GO0247
 GO0247.The horizontal coordinates were established by classical geodetic methods
 GO0247.and adjusted by the National Geodetic Survey in August 1993..
 GO0247
 GO0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0247
 GO0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0247
 GO0247.The geoid height was determined by GEOID03.
 GO0247
 GO0247;                    North         East     Units Scale Factor Converg.
 GO0247;SPC AZ E     -   595,409.847   304,202.084   MT  1.00000164   +0 36 00.9
 GO0247;SPC AZ E     - 1,953,444.38    998,038.33   iFT  1.00000164   +0 36 00.9
 GO0247;UTM  12      - 4,025,938.993   665,581.378   MT  0.99993781   +1 05 40.4
 GO0247
 GO0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0247!SPC AZ E     -   0.99954804  x   1.00000164  =   0.99954967
 GO0247!UTM  12      -   0.99954804  x   0.99993781  =   0.99948587
 GO0247
 GO0247:                Primary Azimuth Mark                     Grid Az
 GO0247:SPC AZ E     -  GREASE                                   252 45 32.4
 GO0247:UTM  12      -  GREASE                                   252 15 52.9
 GO0247
 GO0247|---------------------------------------------------------------------|
 GO0247| PID    Reference Object                     Distance      Geod. Az  |
 GO0247|                                                           dddmmss.s |
 GO0247| GO0254 GREASE                              APPROX.13.6 KM 2532133.3 |
 GO0247|---------------------------------------------------------------------|
 GO0247
 GO0247                          SUPERSEDED SURVEY CONTROL
 GO0247
 GO0247  NAD 83(1986)-  36 21 51.53550(N)    109 09 15.76897(W) AD(       ) 3
 GO0247  NGVD 29 (08/22/88) 2899.3    (m)         9512.     (f) VERT ANG       
 GO0247
 GO0247.Superseded values are not recommended for survey control.
 GO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0247.See file dsdata.txt to determine how the superseded data were derived.
 GO0247
 GO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6558125939(NAD 83)
 GO0247_MARKER: DS = TRIANGULATION STATION DISK
 GO0247_SETTING: 80 = SET IN A BOULDER
 GO0247_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0247+STABILITY: SURFACE MOTION
 GO0247
 GO0247  HISTORY     - Date     Condition        Report By
 GO0247  HISTORY     - 1955     MONUMENTED       USGS
 GO0247
 GO0247                          STATION DESCRIPTION
 GO0247
 GO0247'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0247'LOCATED ABOUT 12 MI N. AND 22 MI E. OF CHINLE.  ON HIGHEST POINT
 GO0247'OF 400-FT CLIFF.
 GO0247'
 GO0247'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.1 MI N.  TURN RIGHT 0.5
 GO0247'MI TO GARCIAS TRADING POST.  CONTINUE NORTHEASTERLY 0.3 MI ON
 GO0247'SOUTH RIM RD.  TAKE LEFT FORK CROSSING CHINLE WASH ON NORTH RIM
 GO0247'RD. 27.0 MI TO LUKACHUKAI-FORT DEFIANCE RD.  TURN LEFT 4.9 MI TO
 GO0247'KENNEDYS TRADING POST AT LUKACHUKAI.  TAKE RIGHT FORK ON
 GO0247'LUKACHUKAI-RED ROCK RD. 10.2 MI TO SIGN ROOF BUTTE LO.  TURN
 GO0247'RIGHT 1.1 MI.  TAKE RIGHT FORK (JEEP RECOMMENDED) FOLLOWING
 GO0247'MAIN-TRAVELED RD. 3.5 MI.  TAKE LEFT FORK BETWEEN TWO BLOWN DOWN
 GO0247'TREES 0.1 MI.  TAKE RIGHT FORK 0.1 MI.  TAKE LEFT FORK CROSSING
 GO0247'VALLEY IN SOUTHERLY DIRECTION 1.0 MI.  TAKE LEFT FORK 0.4 MI
 GO0247'PASSING ON SOUTHEAST SIDE OF ASPEN-POLE CORRAL, CONTINUE 3.1 MI.
 GO0247'TAKE LEFT FORK 0.3 MI.  TAKE DIM RIGHT FORK ABOUT 100 YARDS W. OF
 GO0247'HOGAN (HOME OF NAVAJO JACK WHO CAN GUIDE PARTY TO STATION).
 GO0247'CONTINUE 0.4 MI IN SOUTHERLY DIRECTION ON DIM TRACK RD. PASSING
 GO0247'E. OF POTATO PATCH.  ENTER TREES AT DRAW FOLLOWING POOR WAGON RD.
 GO0247'ROUGHLY UP DRAIN 0.6 MI TO HOGAN.  TURN W. AND WORK WAY 1.0 MI TO
 GO0247'HIGHEST POINT OF CLIFF ABOUT 10 FT E. OF EDGE.
 GO0247'
 GO0247'STATION MARK--STANDARD TABLET STAMPED---CLIFF 1955---, IN DRILL
 GO0247'HOLE IN ROCK.
 GO0247'
 GO0247'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, IN DRILL HOLE IN
 GO0247'ROCK.
 GO0247'
 GO0247'RM 2--COPPER NAIL AND WASHER IN HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0847 ***********************************************************************
 ES0847  DESIGNATION -  CLIFF
 ES0847  PID         -  ES0847
 ES0847  STATE/COUNTY-  AZ/COCONINO
 ES0847  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0847
 ES0847                         *CURRENT SURVEY CONTROL
 ES0847  ___________________________________________________________________
 ES0847* NAD 83(1992)-  34 36 05.05305(N)    111 13 46.13518(W)     ADJUSTED  
 ES0847* NAVD 88     -      2170.7    (meters)    7122.     (feet)  VERTCON   
 ES0847  ___________________________________________________________________
 ES0847  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ES0847  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0847
 ES0847  HORZ ORDER  -  SECOND
 ES0847
 ES0847.The horizontal coordinates were established by classical geodetic methods
 ES0847.and adjusted by the National Geodetic Survey in August 1993..
 ES0847
 ES0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0847
 ES0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0847
 ES0847.The geoid height was determined by GEOID03.
 ES0847
 ES0847;                    North         East     Units Scale Factor Converg.
 ES0847;SPC AZ C     -   399,574.222   276,388.750   MT  0.99994895   +0 23 24.9
 ES0847;SPC AZ C     - 1,310,939.05    906,787.24   iFT  0.99994895   +0 23 24.9
 ES0847;UTM  12      - 3,828,865.622   478,958.330   MT  0.99960546   -0 07 49.1
 ES0847
 ES0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0847!SPC AZ C     -   0.99966307  x   0.99994895  =   0.99961203
 ES0847!UTM  12      -   0.99966307  x   0.99960546  =   0.99926866
 ES0847
 ES0847|---------------------------------------------------------------------|
 ES0847| PID    Reference Object                     Distance      Geod. Az  |
 ES0847|                                                           dddmmss.s |
 ES0847| DZ1282 CLIFF RM 1                            6.310 METERS 02041     |
 ES0847| DZ1283 CLIFF RM 2                            5.877 METERS 18438     |
 ES0847| ES0876 ROCK                                APPROX. 1.2 KM 3062957.0 |
 ES0847|---------------------------------------------------------------------|
 ES0847
 ES0847                          SUPERSEDED SURVEY CONTROL
 ES0847
 ES0847  NAD 83(1986)-  34 36 05.04491(N)    111 13 46.13931(W) AD(       ) 2
 ES0847  NGVD 29 (07/10/87) 2169.7    (m)         7118.     (f) VERT ANG       
 ES0847
 ES0847.Superseded values are not recommended for survey control.
 ES0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0847.See file dsdata.txt to determine how the superseded data were derived.
 ES0847
 ES0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7895828866(NAD 83)
 ES0847_MARKER: DS = TRIANGULATION STATION DISK
 ES0847_SETTING: 80 = SET IN A BOULDER
 ES0847_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0847+STABILITY: SURFACE MOTION
 ES0847
 ES0847  HISTORY     - Date     Condition        Report By
 ES0847  HISTORY     - 1981     MONUMENTED       AZDT
 ES0847
 ES0847                          STATION DESCRIPTION
 ES0847
 ES0847'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0847'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF PINE, 2.5 MILES
 ES0847'SOUTHWEST OF THE BLUE RIDGE RANGER STATION AND ABOUT 1800 FEET
 ES0847'SOUTHEAST OF ARIZONA HIGHWAY 87.
 ES0847'
 ES0847'THE STATION MARK IS AN AZDT DISK STAMPED---CLIFF 1981---SET IN A
 ES0847'DRILL HOLE IN ROCK AND MARKED BY A CAIRN.
 ES0847'
 ES0847'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CLIFF RM 1 1981---SET
 ES0847'IN A DRILL HOLE IN A BOULDER.
 ES0847'
 ES0847'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CLIFF RM 2 1981---SET
 ES0847'IN A DRILL HOLE IN A BOULDER.
 ES0847'
 ES0847'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0847'ARIZONA HIGHWAY 87 FOR 29.75 MILES TO A TRAIL ON THE RIGHT.  THIS
 ES0847'TRAIL IS 1.75 MILES SOUTHWEST OF THE BLUE RIDGE RANGER STATION.  TURN
 ES0847'RIGHT PASSING THROUGH A GATE AND TRAVEL WEST FOR 1.05 MILES TO A TRACK
 ES0847'ROAD ON THE LEFT.  TURN LEFT FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 ES0847'PACK UP HILL PASSING BETWEEN 2 LARGE BOULDERS TO THE STATION ON THE
 ES0847'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0485 ***********************************************************************
 GP0485  DESIGNATION -  CLIFF
 GP0485  PID         -  GP0485
 GP0485  STATE/COUNTY-  AZ/COCONINO
 GP0485  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0485
 GP0485                         *CURRENT SURVEY CONTROL
 GP0485  ___________________________________________________________________
 GP0485* NAD 83(1992)-  36 32 07.85619(N)    111 35 28.08287(W)     ADJUSTED  
 GP0485* NAVD 88     -      2152.7    (meters)    7063.     (feet)  VERTCON   
 GP0485  ___________________________________________________________________
 GP0485  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 GP0485  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0485
 GP0485  HORZ ORDER  -  SECOND
 GP0485
 GP0485.The horizontal coordinates were established by classical geodetic methods
 GP0485.and adjusted by the National Geodetic Survey in August 1993..
 GP0485
 GP0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0485
 GP0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0485
 GP0485.The geoid height was determined by GEOID03.
 GP0485
 GP0485;                    North         East     Units Scale Factor Converg.
 GP0485;SPC AZ C     -   613,979.184   242,508.624   MT  0.99991046   +0 11 37.7
 GP0485;SPC AZ C     - 2,014,367.40    795,631.97   iFT  0.99991046   +0 11 37.7
 GP0485;UTM  12      - 4,043,510.132   447,084.738   MT  0.99963450   -0 21 06.9
 GP0485
 GP0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0485!SPC AZ C     -   0.99966583  x   0.99991046  =   0.99957632
 GP0485!UTM  12      -   0.99966583  x   0.99963450  =   0.99930046
 GP0485
 GP0485:                Primary Azimuth Mark                     Grid Az
 GP0485:SPC AZ C     -  OTAH                                     186 35 49.8
 GP0485:UTM  12      -  OTAH                                     187 08 34.4
 GP0485
 GP0485|---------------------------------------------------------------------|
 GP0485| PID    Reference Object                     Distance      Geod. Az  |
 GP0485|                                                           dddmmss.s |
 GP0485| GP0498 OTAH                                APPROX. 2.0 KM 1864727.5 |
 GP0485|---------------------------------------------------------------------|
 GP0485
 GP0485                          SUPERSEDED SURVEY CONTROL
 GP0485
 GP0485  NAD 83(1986)-  36 32 07.85514(N)    111 35 28.07790(W) AD(       ) 2
 GP0485  NGVD 29 (07/12/88) 2151.7    (m)         7059.     (f) VERT ANG       
 GP0485
 GP0485.Superseded values are not recommended for survey control.
 GP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0485.See file dsdata.txt to determine how the superseded data were derived.
 GP0485
 GP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4708543510(NAD 83)
 GP0485_MARKER: DS = TRIANGULATION STATION DISK
 GP0485_SETTING: 66 = SET IN ROCK OUTCROP
 GP0485_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0485+STABILITY: POSITION/ELEVATION WELL
 GP0485
 GP0485  HISTORY     - Date     Condition        Report By
 GP0485  HISTORY     - 1953     MONUMENTED       USGS
 GP0485  HISTORY     - 1983     GOOD             AZDT
 GP0485
 GP0485                          STATION DESCRIPTION
 GP0485
 GP0485'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0485'LOCATED 10.5 MI NNW. OF CEDAR RIDGE TRADING POST, 10 MI NE. OF
 GP0485'SHINUMO ALTAR BUTTE, ABOUT 1 MI NE. OF U.S. HWY. 89.  ON SANDSTONE
 GP0485'CAP ROCK JUST S. OF DEEP BASIN-TYPE GULLY IN MAIN RIDGE.
 GP0485'
 GP0485'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE
 GP0485'10.1 MI NW. ON HWY. 89 TO CONCRETE BRIDGE.  CONTINUE ABOUT 1 MI TO
 GP0485'POINT OPPOSITE SOUTH END OF 2-MI LONG, RED, STONE RIDGE
 GP0485'PARALLELING MAIN CLIFFS.  FROM HERE STATION CAN BE SEEN TO NE. AT
 GP0485'DISTANCE OF 1 MI.
 GP0485'
 GP0485'STATION MARK--STANDARD TABLET STAMPED---CLIFF 1953---, CEMENTED IN
 GP0485'SANDSTONE.
 GP0485'
 GP0485'RMS--NONE SET.
 GP0485
 GP0485                          STATION RECOVERY (1983)
 GP0485
 GP0485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0485'THE STATION IS LOCATED 27 MILES SOUTHWEST OF PAGE, 10 MILES NORTH OF
 GP0485'CEDAR RIDGE TRADING POST, 1 MILE NORTHEAST OF U.S. HIGHWAY 89 ON THE
 GP0485'CLIFF ABOVE TANNER WASH.
 GP0485'
 GP0485'THE STATION MARK IS A USGS CAP STAMPED---CLIFF 1953---.  IT IS SET IN
 GP0485'A DRILL HOLE IN SANDSTONE AT THE EDGE OF THE CLIFF.
 GP0485'
 GP0485'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 GP0485'
 GP0485'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0485'ELM STREET 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL WEST ON
 GP0485'LAKE POWELL BLVD FOR 1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT AND
 GP0485'TRAVEL SOUTH ALONG U.S. 89 FOR 20.6 MILES TO A ROAD LEFT AT MILE POST
 GP0485'528.45.  TURN LEFT THROUGH A GATE AND TRAVEL 1.0 MILE TO TOP OF HILL
 GP0485'AND A FORK.  TAKE RIGHT FORK SOUTH FOR 0.4 MILE TO A FORK.  TAKE LEFT
 GP0485'FORK FOR 0.65 MILE TO A FORK, TAKE RIGHT FORK 0.3 MILE TO A FORK.
 GP0485'TAKE LEFT FORK FOR 100 FEET TO A FORK, TAKE RIGHT FORK 0.45 MILE TO A
 GP0485'CROSS ROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO A FORK.  TAKE THE
 GP0485'RIGHT FORK 2.15 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR
 GP0485'0.6 MILE TO A FORK, TAKE THE RIGHT FORK 0.3 MILE TO A FORK, TAKE THE
 GP0485'LEFT FORK 0.35 MILE TO A FORK, TAKE THE LEFT FORK FOR 1.45 MILES TO A
 GP0485'5 WAY INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FORK.
 GP0485'TAKE THE LEFT FORK 0.35 MILE TO A FORK WITH DIM TRACKS ON THE RIGHT.
 GP0485'TURN RIGHT TOWARD MOUNTAIN AND STATION FOR 0.65 MILE A LOW AREA BEFORE
 GP0485'REACHING A SMALL SADDLE BETWEEN TWO SANDSTONE MOUNDS AND A FORK.  TAKE
 GP0485'RIGHT FORK OR DIM TRACKS DOWN AND ACROSS DRAIN FOR 0.75 MILES TO BASE
 GP0485'OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK WEST AND SOUTH AND THEN
 GP0485'WEST TO THE TOP OF THE CLIFFS AND A CAIRN 12 FEET FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1788 ***********************************************************************
 CZ1788  DESIGNATION -  CLIFF RM A
 CZ1788  PID         -  CZ1788
 CZ1788  STATE/COUNTY-  AZ/COCHISE
 CZ1788  USGS QUAD   -  DRAGOON (1995)
 CZ1788
 CZ1788                         *CURRENT SURVEY CONTROL
 CZ1788  ___________________________________________________________________
 CZ1788* NAD 83(1992)-  32 00 50.77296(N)    110 00 48.13487(W)     ADJUSTED  
 CZ1788* NAVD 88     -      1485.7    (meters)    4874.     (feet)  VERTCON   
 CZ1788  ___________________________________________________________________
 CZ1788  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CZ1788  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ1788
 CZ1788  HORZ ORDER  -  FIRST
 CZ1788
 CZ1788.The horizontal coordinates were established by classical geodetic methods
 CZ1788.and adjusted by the National Geodetic Survey in August 1993..
 CZ1788
 CZ1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1788
 CZ1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1788
 CZ1788.The geoid height was determined by GEOID03.
 CZ1788
 CZ1788;                    North         East     Units Scale Factor Converg.
 CZ1788;SPC AZ E     -   112,441.042   227,841.750   MT  0.99990259   +0 04 52.6
 CZ1788;SPC AZ E     -   368,901.06    747,512.30   iFT  0.99990259   +0 04 52.6
 CZ1788;UTM  12      - 3,542,424.308   593,180.166   MT  0.99970708   +0 31 23.1
 CZ1788
 CZ1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1788!SPC AZ E     -   0.99977105  x   0.99990259  =   0.99967366
 CZ1788!UTM  12      -   0.99977105  x   0.99970708  =   0.99947819
 CZ1788
 CZ1788:                Primary Azimuth Mark                     Grid Az
 CZ1788:SPC AZ E     -  COCHISE ARIZ ELEC PWR CORP TK            064 54 52.9
 CZ1788:UTM  12      -  COCHISE ARIZ ELEC PWR CORP TK            064 28 22.4
 CZ1788
 CZ1788|---------------------------------------------------------------------|
 CZ1788| PID    Reference Object                     Distance      Geod. Az  |
 CZ1788|                                                           dddmmss.s |
 CZ1788| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX.12.4 KM 0645945.5 |
 CZ1788| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX. 9.9 KM 2825252.3 |
 CZ1788| CZ1787 CLIFF                                24.578 METERS 29542     |
 CZ1788|---------------------------------------------------------------------|
 CZ1788
 CZ1788                          SUPERSEDED SURVEY CONTROL
 CZ1788
 CZ1788  NAD 83(1986)-  32 00 50.76614(N)    110 00 48.13101(W) AD(       ) 1
 CZ1788  NAD 27      -  32 00 50.47278(N)    110 00 45.88898(W) AD(       ) 1
 CZ1788  NGVD 29 (07/19/86) 1484.8    (m)         4871.     (f) VERT ANG       
 CZ1788
 CZ1788.Superseded values are not recommended for survey control.
 CZ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1788.See file dsdata.txt to determine how the superseded data were derived.
 CZ1788
 CZ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9318042424(NAD 83)
 CZ1788_MARKER: DS = TRIANGULATION STATION DISK
 CZ1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1788+STABILITY: SURFACE MOTION
 CZ1788
 CZ1788  HISTORY     - Date     Condition        Report By
 CZ1788  HISTORY     - 1970     MONUMENTED       NGS
 CZ1788
 CZ1788                          STATION DESCRIPTION
 CZ1788
 CZ1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ1788'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DRAGOON, 1-1/2
 CZ1788'MILES SOUTH OF THE SOUTHERN PACIFIC RAILROAD TRACKS, ON STATE OWNED
 CZ1788'LAND AND LEASED BY MR. CLIFTON COMSTOCK, DRAGOON, ARIZONA.
 CZ1788'
 CZ1788'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFF RM A 1970, SET IN
 CZ1788'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CZ1788'4-INCHES.  IT IS 120 FEET EAST OF A METAL WITNESS POST WITH SIGN
 CZ1788'ATTACHED AND 93 FEET SOUTHWEST OF A BLADED ROAD.
 CZ1788'
 CZ1788'TO REACH CLIFF FROM THE POST OFFICE IN DRAGOON GO EAST ON THE
 CZ1788'PAVED ROAD FOR 0.2 MILE TO A CATTLEGUARD AND THE END OF THE
 CZ1788'PAVEMENT.  CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR 1.3 MILES
 CZ1788'TO A GRADED SIDE ROAD RIGHT AND SIGN WOOD CANYON 2.  TURN RIGHT AND
 CZ1788'GO SOUTH, UP HILL, ON THE GRADED ROAD FOR 0.9 MILE TO A FORK AT
 CZ1788'A DOUBLE POWER LINE.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 CZ1788'GRADED ROAD FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1788'CONTINUE AHEAD SOUTH ON THE GRADED ROAD FOR 0.3 MILE TO A DIM
 CZ1788'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON THE DIM TRACK ROAD FOR
 CZ1788'0.1 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING A GATE
 CZ1788'IN A NORTH-SOUTH FENCE.
 CZ1788'
 CZ1788'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0516 ***********************************************************************
 GP0516  DESIGNATION -  CLIFF SOUTH BASE
 GP0516  PID         -  GP0516
 GP0516  STATE/COUNTY-  AZ/COCONINO
 GP0516  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0516
 GP0516                         *CURRENT SURVEY CONTROL
 GP0516  ___________________________________________________________________
 GP0516* NAD 83(1992)-  36 31 38.88202(N)    111 36 12.31467(W)     ADJUSTED  
 GP0516* NAVD 88     -      1652.0    (meters)    5420.     (feet)  VERTCON   
 GP0516  ___________________________________________________________________
 GP0516  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GP0516  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0516
 GP0516  HORZ ORDER  -  THIRD
 GP0516
 GP0516.The horizontal coordinates were established by classical geodetic methods
 GP0516.and adjusted by the National Geodetic Survey in August 1993..
 GP0516
 GP0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0516
 GP0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0516
 GP0516.The geoid height was determined by GEOID03.
 GP0516
 GP0516;                    North         East     Units Scale Factor Converg.
 GP0516;SPC AZ C     -   613,082.499   241,411.368   MT  0.99990969   +0 11 11.2
 GP0516;SPC AZ C     - 2,011,425.52    792,032.05   iFT  0.99990969   +0 11 11.2
 GP0516;UTM  12      - 4,042,624.181   445,979.295   MT  0.99963595   -0 21 33.0
 GP0516
 GP0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0516!SPC AZ C     -   0.99974437  x   0.99990969  =   0.99965408
 GP0516!UTM  12      -   0.99974437  x   0.99963595  =   0.99938041
 GP0516
 GP0516:                Primary Azimuth Mark                     Grid Az
 GP0516:SPC AZ C     -  B 7                                      320 28 31.7
 GP0516:UTM  12      -  B 7                                      321 01 15.9
 GP0516
 GP0516|---------------------------------------------------------------------|
 GP0516| PID    Reference Object                     Distance      Geod. Az  |
 GP0516|                                                           dddmmss.s |
 GP0516| GP0186 B 7                                 APPROX. 1.2 KM 3203942.9 |
 GP0516|---------------------------------------------------------------------|
 GP0516
 GP0516                          SUPERSEDED SURVEY CONTROL
 GP0516
 GP0516  NAD 83(1986)-  36 31 38.88096(N)    111 36 12.31006(W) AD(       ) 3
 GP0516  NGVD 29 (05/08/89) 1651.0    (m)         5417.     (f) VERT ANG       
 GP0516
 GP0516.Superseded values are not recommended for survey control.
 GP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0516.See file dsdata.txt to determine how the superseded data were derived.
 GP0516
 GP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4597942624(NAD 83)
 GP0516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0516_SETTING: 80 = SET IN A BOULDER
 GP0516_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0516+STABILITY: SURFACE MOTION
 GP0516
 GP0516  HISTORY     - Date     Condition        Report By
 GP0516  HISTORY     - 1954     MONUMENTED       USGS
 GP0516
 GP0516                          STATION DESCRIPTION
 GP0516
 GP0516'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0516'LOCATED ABOUT 1 MI SW. OF STATION CLIFF USGS.  3867 FT SE. OF BM
 GP0516'B 7, 69 FT N. OF CENTER OF CONCRETE BRIDGE.
 GP0516'
 GP0516'TO REACH NOT GIVEN.
 GP0516'
 GP0516'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN LARGE BURIED
 GP0516'STONE.
 GP0516'
 GP0516'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1163 ***********************************************************************
 CG1163  DESIGNATION -  CLINE
 CG1163  PID         -  CG1163
 CG1163  STATE/COUNTY-  AZ/COCHISE
 CG1163  USGS QUAD   -  BENSON (1983)
 CG1163
 CG1163                         *CURRENT SURVEY CONTROL
 CG1163  ___________________________________________________________________
 CG1163* NAD 83(1992)-  31 53 28.72286(N)    110 20 27.74744(W)     ADJUSTED  
 CG1163* NAVD 88     -      1374.3    (meters)    4509.     (feet)  VERTCON   
 CG1163  ___________________________________________________________________
 CG1163  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CG1163  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CG1163
 CG1163  HORZ ORDER  -  SECOND
 CG1163
 CG1163.The horizontal coordinates were established by classical geodetic methods
 CG1163.and adjusted by the National Geodetic Survey in August 1993..
 CG1163
 CG1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1163
 CG1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1163
 CG1163.The geoid height was determined by GEOID03.
 CG1163
 CG1163;                    North         East     Units Scale Factor Converg.
 CG1163;SPC AZ E     -    98,829.516   196,865.056   MT  0.99990335   -0 05 31.6
 CG1163;SPC AZ E     -   324,243.82    645,882.73   iFT  0.99990335   -0 05 31.6
 CG1163;SPC AZ C     -    99,899.189   362,414.645   MT  1.00017392   +0 49 57.3
 CG1163;SPC AZ C     -   327,753.24  1,189,024.43   iFT  1.00017392   +0 49 57.3
 CG1163;UTM  12      - 3,528,577.866   562,316.126   MT  0.99964789   +0 20 53.3
 CG1163
 CG1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1163!SPC AZ E     -   0.99978861  x   0.99990335  =   0.99969198
 CG1163!SPC AZ C     -   0.99978861  x   1.00017392  =   0.99996249
 CG1163!UTM  12      -   0.99978861  x   0.99964789  =   0.99943658
 CG1163
 CG1163|---------------------------------------------------------------------|
 CG1163| PID    Reference Object                     Distance      Geod. Az  |
 CG1163|                                                           dddmmss.s |
 CG1163| CS6098 CLINE RM 1                           10.380 METERS 00643     |
 CG1163| CS6099 CLINE RM 2                           10.817 METERS 17431     |
 CG1163|---------------------------------------------------------------------|
 CG1163
 CG1163                          SUPERSEDED SURVEY CONTROL
 CG1163
 CG1163  NAD 83(1986)-  31 53 28.71649(N)    110 20 27.74409(W) AD(       ) 2
 CG1163  NGVD 29 (06/28/91) 1373.5    (m)         4506.     (f) VERT ANG       
 CG1163
 CG1163.Superseded values are not recommended for survey control.
 CG1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1163.See file dsdata.txt to determine how the superseded data were derived.
 CG1163
 CG1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6231628578(NAD 83)
 CG1163_MARKER: DS = TRIANGULATION STATION DISK
 CG1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1163+STABILITY: SURFACE MOTION
 CG1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1163+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 CG1163
 CG1163  HISTORY     - Date     Condition        Report By
 CG1163  HISTORY     - 1986     MONUMENTED       AZDT
 CG1163  HISTORY     - 19981001 GOOD             USPSQD
 CG1163  HISTORY     - 20051031 MARK NOT FOUND   NGS
 CG1163  HISTORY     - 20051101 GOOD             USPSQD
 CG1163
 CG1163                          STATION DESCRIPTION
 CG1163
 CG1163'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1163'THE STATION MARK IS AN AZDT DISK STAMPED---CLINE 1987---,SET IN A
 CG1163'CONCRETE POST.
 CG1163'
 CG1163'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CLINE RM 1 1987 ---SET IN
 CG1163'A CONCRETE POST  99.0 FEET EAST OF SR 90 AND 1.5 FEET WEST OF R/W
 CG1163'FENCE.
 CG1163'
 CG1163'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CLINE RM 2 1987 ---SET IN
 CG1163'A CONCRETE POST 99.0 FEET EAST OF C/L OF SR-90 AND 1.5 FEET OF R/W
 CG1163'FENCE.
 CG1163'
 CG1163'TO REACH THE STATION FROM THE WHETSTONE T I WEST OF BENSON ON I-10,
 CG1163'GO SOUTH ON SR-90 FOR 5.0 MILES TO A CROSS RD. CONTINUE SOUTH ON SR-90
 CG1163'FOR 0.10 MILE TO STATION ON THE LEFT,AT ABOUT MP 294.7.  STATION IS
 CG1163'95.0 FEET EAST OF SR-90, 5.0 FEET WEST OF R/W FENCE AND 4.3 FEET SSE
 CG1163'OF WITNESS POST AND SIGN.
 CG1163
 CG1163                          STATION RECOVERY (1998)
 CG1163
 CG1163'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1163'RECOVERED IN GOOD CONDITION.
 CG1163
 CG1163                          STATION RECOVERY (2005)
 CG1163
 CG1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1163'CIRCA 2000, HWY 90 WAS 4-LANED WITH NEW NORTH-BOUND LANES REMOVING ANY
 CG1163'SIGN OF MARK.
 CG1163
 CG1163                          STATION RECOVERY (2005)
 CG1163
 CG1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 CG1163'RECOVERED AS DESCRIBED.  AZDT DISK STAMPED CLINE 1987 HAS APPARENTLY
 CG1163'BEEN REMOUNTED BY COCHISE COUNTY. THE MARK IS IN THE LOCATION
 CG1163'SPECIFIED BUT IS STAMPED CLINE 2004 COCHISE GEODETIC CONTROL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5009 ***********************************************************************
 DG5009  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5009  DESIGNATION -  CLINE
 DG5009  PID         -  DG5009
 DG5009  STATE/COUNTY-  AZ/GILA
 DG5009  USGS QUAD   -  BUZZARD ROOST MESA (1972)
 DG5009
 DG5009                         *CURRENT SURVEY CONTROL
 DG5009  ___________________________________________________________________
 DG5009* NAD 83(1992)-  34 04 45.32556(N)    111 02 24.15022(W)     ADJUSTED  
 DG5009* NAVD 88     -      1587.48   (meters)    5208.3    (feet)  GPS OBS   
 DG5009  ___________________________________________________________________
 DG5009  X           -  -1,899,084.893 (meters)                     COMP
 DG5009  Y           -  -4,936,969.880 (meters)                     COMP
 DG5009  Z           -   3,554,606.825 (meters)                     COMP
 DG5009  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 DG5009  ELLIP HEIGHT-        1561.96  (meters)          (03/01/04) GPS OBS
 DG5009  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DG5009
 DG5009  HORZ ORDER  -  A
 DG5009  ELLP ORDER  -  FOURTH    CLASS I
 DG5009
 DG5009.The horizontal coordinates were established by GPS observations
 DG5009.and adjusted by the National Geodetic Survey in March 2004..
 DG5009
 DG5009.The orthometric height was determined by GPS observations and a
 DG5009.high-resolution geoid model using precise GPS observation and
 DG5009.processing techniques.
 DG5009
 DG5009.Photographs are available for this station.
 DG5009
 DG5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5009
 DG5009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5009
 DG5009.The ellipsoidal height was determined by GPS observations
 DG5009.and is referenced to NAD 83.
 DG5009
 DG5009.The geoid height was determined by GEOID03.
 DG5009
 DG5009;                    North         East     Units Scale Factor Converg.
 DG5009;SPC AZ E     -   341,788.669   132,755.336   MT  0.99998006   -0 29 21.9
 DG5009;SPC AZ E     - 1,121,353.90    435,549.00   iFT  0.99998006   -0 29 21.9
 DG5009;UTM  12      - 3,770,944.628   496,305.671   MT  0.99960017   -0 01 20.8
 DG5009
 DG5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5009!SPC AZ E     -   0.99975486  x   0.99998006  =   0.99973492
 DG5009!UTM  12      -   0.99975486  x   0.99960017  =   0.99935513
 DG5009
 DG5009                          SUPERSEDED SURVEY CONTROL
 DG5009
 DG5009.No superseded survey control is available for this station.
 DG5009
 DG5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9630670945(NAD 83)
 DG5009_MARKER: DD = SURVEY DISK
 DG5009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DG5009_STAMPING: CLINE 2003 RLS 14169
 DG5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5009+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DG5009
 DG5009  HISTORY     - Date     Condition        Report By
 DG5009  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5009
 DG5009                          STATION DESCRIPTION
 DG5009
 DG5009'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5009'STATION DESCRIPTION  (2003)
 DG5009' 
 DG5009'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5009' 
 DG5009'STARTING FROM THE INTERSECTION OF SR-288 AND BAKER RANCH ROAD IN YOUNG
 DG5009'(THE SCHOOL).  TRAVEL WEST ON BAKER RANCH ROAD 1.7 MILES TO THE
 DG5009'INTERSECTION OF FS-130 ROAD ON THE LEFT,  THEN TRAVEL WEST ON FS-130,
 DG5009'A DISTANCE OF 3.35 MILES, PAST A WINDMILL TO A THREE WAY INTERSECTION.
 DG5009'TURN LEFT AND TRAVEL 0.6 MILES TO A THREE WAY INTERSECTION, TURN RIGHT
 DG5009'AND TRAVEL WEST 0.55 MILES TO THE POINT.
 DG5009' 
 DG5009'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0953 ***********************************************************************
 DW0953  DESIGNATION -  CLIP
 DW0953  PID         -  DW0953
 DW0953  STATE/COUNTY-  AZ/LA PAZ
 DW0953  USGS QUAD   -  PICACHO (1976)
 DW0953
 DW0953                         *CURRENT SURVEY CONTROL
 DW0953  ___________________________________________________________________
 DW0953* NAD 83(1992)-  33 06 05.25598(N)    114 35 08.60620(W)     ADJUSTED  
 DW0953* NAVD 88     -       386.9    (meters)    1269.     (feet)  VERTCON   
 DW0953  ___________________________________________________________________
 DW0953  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DW0953  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DW0953
 DW0953  HORZ ORDER  -  FIRST
 DW0953
 DW0953.The horizontal coordinates were established by classical geodetic methods
 DW0953.and adjusted by the National Geodetic Survey in August 1993..
 DW0953
 DW0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0953
 DW0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0953
 DW0953.The geoid height was determined by GEOID03.
 DW0953
 DW0953;                    North         East     Units Scale Factor Converg.
 DW0953;SPC AZ W     -   233,321.352   135,352.500   MT  1.00000833   -0 27 23.2
 DW0953;SPC AZ W     -   765,490.00    444,069.88   iFT  1.00000833   -0 27 23.2
 DW0953;SPC CA 6     -   604,910.542 2,155,341.240   MT  0.99996233   +0 54 52.4
 DW0953;SPC CA 6     - 1,984,610.67  7,071,315.38   sFT  0.99996233   +0 54 52.4
 DW0953;UTM  11      - 3,665,128.140   725,300.236   MT  1.00022590   +1 19 08.6
 DW0953
 DW0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0953!SPC AZ W     -   0.99994448  x   1.00000833  =   0.99995281
 DW0953!SPC CA 6     -   0.99994448  x   0.99996233  =   0.99990682
 DW0953!UTM  11      -   0.99994448  x   1.00022590  =   1.00017037
 DW0953
 DW0953:                Primary Azimuth Mark                     Grid Az
 DW0953:SPC AZ W     -  CLIP AZ MK                               021 01 38.3
 DW0953:SPC CA 6     -  CLIP AZ MK                               019 39 22.7
 DW0953:UTM  11      -  CLIP AZ MK                               019 15 06.5
 DW0953
 DW0953|---------------------------------------------------------------------|
 DW0953| PID    Reference Object                     Distance      Geod. Az  |
 DW0953|                                                           dddmmss.s |
 DW0953| CE9141 CLIP AZ MK                                         0203415.1 |
 DW0953| CE9142 CLIP RM 1                             6.287 METERS 22755     |
 DW0953| DW0951 NEAR CLIP                             3.885 METERS 31601     |
 DW0953|---------------------------------------------------------------------|
 DW0953
 DW0953                          SUPERSEDED SURVEY CONTROL
 DW0953
 DW0953  NAD 83(1986)-  33 06 05.26067(N)    114 35 08.61322(W) AD(       ) 1
 DW0953  NAD 27      -  33 06 05.12300(N)    114 35 05.77800(W) AD(       ) 1
 DW0953  NGVD 29 (07/19/86)  386.2    (m)         1267.     (f) VERT ANG       
 DW0953
 DW0953.Superseded values are not recommended for survey control.
 DW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0953.See file dsdata.txt to determine how the superseded data were derived.
 DW0953
 DW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2530065128(NAD 83)
 DW0953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0953_SETTING: 66 = SET IN ROCK OUTCROP
 DW0953_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0953+STABILITY: POSITION/ELEVATION WELL
 DW0953
 DW0953  HISTORY     - Date     Condition        Report By
 DW0953  HISTORY     - 1935     MONUMENTED       CGS
 DW0953  HISTORY     - 1949     GOOD             CGS
 DW0953  HISTORY     - 1954     GOOD             USGS
 DW0953  HISTORY     - 1964     GOOD             USGS
 DW0953
 DW0953                          STATION DESCRIPTION
 DW0953
 DW0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0953'STATION IS LOCATED ON A HIGH SHARP GRANITE PEAK 7 MILES E
 DW0953'OF THE COLORADO RIVER, 12 MILES NNW OF THE CASTLE DOME LANDING
 DW0953'AND 1-1/2 MILES DUE E OF THE RED CLOUD MINE.  THE PEAK IS
 DW0953'THE HIGHEST IN THAT VICINITY.
 DW0953'
 DW0953'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0953'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0953'
 DW0953'REACHED FROM THE DOME SUSPENSION BRIDGE AS FOLLOWS--GO NE
 DW0953'FROM THE BRIDGE TAKING THE FIRST RIGHT FORK 6.8 MILES TO
 DW0953'A SIGN READING PETRIFIED FOREST.  TURN LEFT AND GO 0.4 MILE
 DW0953'AND CROSS A NEW ROAD.  KEEP STRAIGHT AHEAD 2.7 MILES AND TAKE
 DW0953'RIGHT FORK.  GO 8.0 MILES AND TAKE RIGHT FORK THEN GO 0.6
 DW0953'MILE TO THE U.S.G.S. BENCH MARK 22M 1925 (12 YARDS W OF THE
 DW0953'ROAD).  GO STRAIGHT AHEAD 1.3 MILES TO A ROAD TURNING TO THE
 DW0953'RIGHT, CONTINUE 2.8 MILES TO ROAD TURNING TO THE RIGHT.
 DW0953'CONTINUE STRAIGHT AHEAD FOR 1.3 MILES AND TAKE LEFT FORK.  GO
 DW0953'2.8 MILES AND TAKE RIGHT FORK.  GO 3.8 MILES AND TAKE RIGHT
 DW0953'FORK.  THEN GO 2.9 MILES TO RED CLOUD MINE.  FROM RED CLOUD
 DW0953'MINE GO 0.1 MILE AND TAKE RIGHT FORK, GO 0.8 MILE AND TAKE
 DW0953'RIGHT FORK.  GO 0.5 MILE PASSING OVER SUMMIT AND TURN
 DW0953'RIGHT TO BOTTOM OF WASH THEN GO 0.3 MILE TO END OF
 DW0953'TRUCK TRAVEL.  U.S.G.S.  BENCH MARK STATION USED AS
 DW0953'REFERENCE MARK.
 DW0953
 DW0953                          STATION RECOVERY (1949)
 DW0953
 DW0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0953'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 DW0953'WITH THE EXCEPTION OF THE DESCRIPTION TO REACH.  A NEW TO
 DW0953'REACH IS GIVEN BELOW.  AN AZIMUTH MARK WAS ESTABLISHED THIS
 DW0953'DATE, AS DESCRIBED BELOW.
 DW0953'
 DW0953'STATION LOCATED ON HIGHEST PEAK IN NEAR VICINITY, ON HIGH,
 DW0953'SHARP, GRANITE PEAK, ABOUT 12 MILES AIR LINE NORTH NORTHWEST
 DW0953'OF CASTLE DOME LANDING, ABOUT 7 MILES AIR LINE EAST OF THE
 DW0953'COLORADO RIVER, ABOUT 1-1/2 MILE AIR LINE EAST OF THE RED
 DW0953'CLOUD MINE, PROJECTS 2 INCHES, AND
 DW0953'STAMPED, CLIP 1935.
 DW0953'
 DW0953'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN STATION,
 DW0953'PROJECTS 18 INCHES, AND STAMPED,
 DW0953'CLIP NO 1 1935.
 DW0953'
 DW0953'U.S. GEOLOGICAL SURVEY BENCH MARK IS SET IN A DRILL HOLE
 DW0953'IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES, AND IS ABOUT
 DW0953'2 FEET HIGHER THAN STATION.  MARK IS UNSTAMPED.
 DW0953'
 DW0953'AZIMUTH MARK IS ON WEST SLOPE OF ROCKY KNOLL, ABOUT 30 YARDS
 DW0953'EAST OF AND 25 FEET HIGHER THAN TRACK ROAD, 4 FEET EAST OF A
 DW0953'WHITE WITNESS POST, SET FLUSH,
 DW0953'AND STAMPED, CLIP 1949.
 DW0953'
 DW0953'TO REACH FROM COUNTY WELL (ABOUT 60 MILES SOUTH OF QUARTZSITE
 DW0953'VIA STATE HIGHWAY 95) GO SOUTH FOR 0.25 MILE TO A GRADED ROAD
 DW0953'RIGHT.  TURN RIGHT, WEST, AND FOLLOW MAIN TRAVELED ROAD FOR
 DW0953'11.0 MILES TO FORK AND SIGN (CABINS, BOATS, BEER, ETC.).
 DW0953'TAKE RIGHT FORK AND FOLLOW GRADED ROAD NORTHERLY FOR 16.3 MILES
 DW0953'TO RED CLOUD MINE AND FORK.  TAKE RIGHT FORK, TRACK ROAD, AND
 DW0953'GO 0.1 MILE TO FORK AT BOTTOM OF WASH.  TAKE RIGHT FORK AND
 DW0953'GO 0.95 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO
 DW0953'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.1 MILE
 DW0953'TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO END OF TRUCK
 DW0953'TRAVEL.  PACK SOUTHWESTERLY UP RIDGE TO HIGHEST POINT AND
 DW0953'STATION AS DESCRIBED ABOVE.  A 15 MINUTE PACK.
 DW0953'
 DW0953'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0953
 DW0953                          STATION RECOVERY (1954)
 DW0953
 DW0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0953'RECOVERED IN GOOD CONDITION.
 DW0953
 DW0953                          STATION RECOVERY (1964)
 DW0953
 DW0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0876 ***********************************************************************
 ET0876  DESIGNATION -  CLIPPER
 ET0876  PID         -  ET0876
 ET0876  STATE/COUNTY-  AZ/YAVAPAI
 ET0876  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0876
 ET0876                         *CURRENT SURVEY CONTROL
 ET0876  ___________________________________________________________________
 ET0876* NAD 83(1992)-  34 34 56.70872(N)    112 18 21.10896(W)     ADJUSTED  
 ET0876* NAVD 88     -      1534.16   (+/-2cm)    5033.3    (feet)  VERTCON   
 ET0876  ___________________________________________________________________
 ET0876  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 ET0876  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0876
 ET0876  HORZ ORDER  -  SECOND
 ET0876  VERT ORDER  -  THIRD ? (See Below)
 ET0876
 ET0876.The horizontal coordinates were established by classical geodetic methods
 ET0876.and adjusted by the National Geodetic Survey in August 1993..
 ET0876
 ET0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0876.The vertical order pertains to the NGVD 29 superseded value.
 ET0876
 ET0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0876
 ET0876.The geoid height was determined by GEOID03.
 ET0876
 ET0876;                    North         East     Units Scale Factor Converg.
 ET0876;SPC AZ C     -   397,322.608   177,654.847   MT  0.99991571   -0 13 15.3
 ET0876;SPC AZ C     - 1,303,551.86    582,857.11   iFT  0.99991571   -0 13 15.3
 ET0876;UTM  12      - 3,827,511.281   380,231.869   MT  0.99977680   -0 44 28.6
 ET0876
 ET0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0876!SPC AZ C     -   0.99976333  x   0.99991571  =   0.99967906
 ET0876!UTM  12      -   0.99976333  x   0.99977680  =   0.99954018
 ET0876
 ET0876|---------------------------------------------------------------------|
 ET0876| PID    Reference Object                     Distance      Geod. Az  |
 ET0876|                                                           dddmmss.s |
 ET0876| CH2931 CLIPPER RM 1                         12.230 METERS 11231     |
 ET0876| ET0875 RAFTER                              APPROX. 4.3 KM 1163900.8 |
 ET0876| CH2932 CLIPPER RM 2                         12.043 METERS 29113     |
 ET0876|---------------------------------------------------------------------|
 ET0876
 ET0876                          SUPERSEDED SURVEY CONTROL
 ET0876
 ET0876  NAD 83(1986)-  34 34 56.70549(N)    112 18 21.10681(W) AD(       ) 2
 ET0876  NAD 27      -  34 34 56.61520(N)    112 18 18.51306(W) AD(       ) 2
 ET0876  NGVD 29 (07/19/86) 1533.33   (m)         5030.6    (f) LEVELING    3  
 ET0876
 ET0876.Superseded values are not recommended for survey control.
 ET0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0876.See file dsdata.txt to determine how the superseded data were derived.
 ET0876
 ET0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8023227511(NAD 83)
 ET0876_MARKER: DD = SURVEY DISK
 ET0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0876+STABILITY: SURFACE MOTION
 ET0876
 ET0876  HISTORY     - Date     Condition        Report By
 ET0876  HISTORY     - 1980     MONUMENTED       AZDT
 ET0876
 ET0876                          STATION DESCRIPTION
 ET0876
 ET0876'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0876'THE STATION IS LOCATED 9.7 MILES NORTHEAST OF PRESCOTT, 5.1 MILES
 ET0876'NORTHWEST OF DEWEY AND ALONG THE NORTH RIGHT OF WAY OF ARIZONA HIGHWAY
 ET0876'69.
 ET0876'
 ET0876'THE STATION MARK IS AN ADOT DISK STAMPED, CLIPPER 1980.  IT IS SET IN
 ET0876'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES, 97
 ET0876'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET SOUTH OF THE
 ET0876'WITNESS POST.
 ET0876'
 ET0876'REFERENCE MARK 1 IS AN ADOT DISK STAMPED CLIPPER RM 1 1980.  IT IS SET
 ET0876'IN TOP OF A ROUND CONCRETE MONUMENT.
 ET0876'
 ET0876'REFERENCE MARK 2 IS AN ADOT DISK STAMPED CLIPPER RM 2 1980.  IT IS SET
 ET0876'IN TOP OF A ROUND CONCRETE MONUMENT.
 ET0876'
 ET0876'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT VALLEY PROCEED
 ET0876'EAST FOR 0.05 MILE TO A CROSS ROAD, TURN RIGHT FOR 0.05 MILE TO SR 69.
 ET0876'TURN LEFT AND PROCEED EAST ALONG SR 69 FOR 0.9 MILE TO THE STATION ON
 ET0876'THE LEFT, ON TOP OF A 15 FOOT HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1048 ***********************************************************************
 FS1048  DESIGNATION -  CLUB
 FS1048  PID         -  FS1048
 FS1048  STATE/COUNTY-  AZ/MOHAVE
 FS1048  USGS QUAD   -  KINGMAN (1980)
 FS1048
 FS1048                         *CURRENT SURVEY CONTROL
 FS1048  ___________________________________________________________________
 FS1048* NAD 83(1992)-  35 12 31.71557(N)    114 03 26.78272(W)     ADJUSTED  
 FS1048* NAVD 88     -      1144.0    (meters)    3753.     (feet)  VERTCON   
 FS1048  ___________________________________________________________________
 FS1048  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 FS1048  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1048
 FS1048  HORZ ORDER  -  SECOND
 FS1048
 FS1048.The horizontal coordinates were established by classical geodetic methods
 FS1048.and adjusted by the National Geodetic Survey in August 1993..
 FS1048
 FS1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1048
 FS1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1048
 FS1048.The geoid height was determined by GEOID03.
 FS1048
 FS1048;                    North         East     Units Scale Factor Converg.
 FS1048;SPC AZ W     -   466,796.647   185,367.702   MT  0.99994299   -0 10 38.1
 FS1048;SPC AZ W     - 1,531,485.06    608,161.75   iFT  0.99994299   -0 10 38.1
 FS1048;UTM  11      - 3,900,167.614   767,869.382   MT  1.00048439   +1 41 51.2
 FS1048;UTM  12      - 3,900,483.709   221,669.551   MT  1.00055483   -1 45 50.1
 FS1048
 FS1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1048!SPC AZ W     -   0.99982492  x   0.99994299  =   0.99976792
 FS1048!UTM  11      -   0.99982492  x   1.00048439  =   1.00030923
 FS1048!UTM  12      -   0.99982492  x   1.00055483  =   1.00037965
 FS1048
 FS1048|---------------------------------------------------------------------|
 FS1048| PID    Reference Object                     Distance      Geod. Az  |
 FS1048|                                                           dddmmss.s |
 FS1048| CC4508 CLUB RM 1                             9.210 METERS 04652     |
 FS1048| CC4507 CLUB AZ MK                                         0851553.6 |
 FS1048| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 4.1 KM 1193456.7 |
 FS1048| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 2.6 KM 1335654.9 |
 FS1048| FS1042 KINGMAN CO SHERIFF DEPT MAST        APPROX. 1.4 KM 1565134.0 |
 FS1048| FS1047 KINGMAN UTIL CO TALL STK            APPROX. 2.2 KM 1833527.4 |
 FS1048| CC4509 CLUB RM 2                            11.188 METERS 23255     |
 FS1048|---------------------------------------------------------------------|
 FS1048
 FS1048                          SUPERSEDED SURVEY CONTROL
 FS1048
 FS1048  NAD 83(1986)-  35 12 31.71305(N)    114 03 26.77840(W) AD(       ) 2
 FS1048  NAD 27      -  35 12 31.72660(N)    114 03 23.95010(W) AD(       ) 2
 FS1048  NGVD 29 (07/19/86) 1143.2    (m)         3751.     (f) VERT ANG       
 FS1048
 FS1048.Superseded values are not recommended for survey control.
 FS1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1048.See file dsdata.txt to determine how the superseded data were derived.
 FS1048
 FS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6786900168(NAD 83)
 FS1048_MARKER: DE = TRAVERSE STATION DISK
 FS1048_SETTING: 66 = SET IN ROCK OUTCROP
 FS1048
 FS1048  HISTORY     - Date     Condition        Report By
 FS1048  HISTORY     - 1961     MONUMENTED       CGS
 FS1048  HISTORY     - 1974     GOOD             NGS
 FS1048
 FS1048                          STATION DESCRIPTION
 FS1048
 FS1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1048'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE BUSINESS
 FS1048'SECTION OF KINGMAN, ABOUT 1/2 MILE WEST OF THE COUNTRY CLUB,
 FS1048'(WHICH IS ON THE TOP OF A BEDROCK FORMATION) AND ON THE NORTH
 FS1048'END OF A LONG RIDGE.
 FS1048'
 FS1048'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 66, 93 AND 466 IN
 FS1048'THE SOUTHWEST EDGE OF KINGMAN, (AT THE CHAMBER OF COMMERCE
 FS1048'BUILDING IN KINGMAN), GO NORTH ON GRANDVIEW AVENUE FOR 0.45 MILE
 FS1048'TO LEAD STREET, TURN RIGHT AND GO EAST ON LEAD STREET FOR 0.2
 FS1048'MILE TO FORK, KEEP LEFT FORK AND GO NORTHERLY ON BLADED ROAD
 FS1048'FOR 0.25 MILE TO FORK, KEEP STRAIGHT AHEAD, (LEFT FORK) AND GO
 FS1048'NORTHERLY FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 FS1048'EAST AND THEN NORTH ON MAIN ROAD FOR 0.55 MILE TO A GARBAGE
 FS1048'DUMP ON RIGHT, (AND BLADED OFF AREA ON LEFT), TURN LEFT AND GO
 FS1048'WEST FOR ABOUT 0.05 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 FS1048'PACK SOUTHWEST UP STEEP RIDGE FOR ABOUT 0.1 MILE, THEN
 FS1048'RIGHT (NORTHWESTERLY) FOR ABOUT 0.05 MILE TO NORTH END
 FS1048'OF RIDGE AND STATION.
 FS1048'
 FS1048'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CLUB 1961, IS
 FS1048'SET IN A DRILL HOLE ON OUTCROPPING BEDROCK WHICH MEASURES
 FS1048'APPROXIMATELY 9 BY 14 FEET.  THE MARK IS 82 FEET SOUTH OF THE
 FS1048'NORTH EDGE OF RIDGE, 47 FEET NORTH OF THE SOUTH EDGE OF RIDGE
 FS1048'AND 15 FEET EAST-SOUTHEAST OF CENTER OF TWO-5 FEET ROUND
 FS1048'BOULDERS.
 FS1048'
 FS1048'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CLUB NO
 FS1048'1 1961, IS SET IN A DRILL HOLE ON OUTCROPPING BEDROCK AND IS
 FS1048'ABOUT THE SAME ELEVATION AS STATION.  THE MARK IS 42 FEET
 FS1048'EAST-NORTHEAST OF CENTER OF TWO-5 FEET ROUND BOULDERS AND IS
 FS1048'4.4 FEET WEST OF THE EAST EDGE OF BEDROCK FORMATION ON WHICH
 FS1048'IT SETS.
 FS1048'
 FS1048'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CLUB NO
 FS1048'2 1961, IS SET IN A DRILL HOLE ON OUTCROPPING BEDROCK AND IS
 FS1048'ABOUT 1 FOOT LOWER THAN STATION.  THE MARK IS 51 FEET EAST OF
 FS1048'THE WEST EDGE OF RIDGE AND 27 FEET SOUTHWEST OF CENTER OF TWO-5
 FS1048'FEET ROUND BOULDERS.
 FS1048'
 FS1048'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CLUB 1961, IS SET
 FS1048'IN A DRILL HOLE ON OUTCROPPING BEDROCK.  THE MARK IS 52.4 FEET
 FS1048'EAST OF THE SOUTHEAST CORNER OF BUILDING, 45 FEET EAST OF A 8
 FS1048'INCH ELM TREE, 27 FEET SOUTH OF THE SOUTH END OF PARKING AREA
 FS1048'AND 7 FEET NORTH OF THE SOUTH EDGE OF BEDROCK FORMATION.
 FS1048'
 FS1048'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 FS1048'EASTERLY FOLLOWING TRACK ROADS FOR 0.25 MILE TO WIRE GATE,
 FS1048'CONTINUE THROUGH GATE AND GO EASTERLY FOR 0.4 MILE TO COUNTRY
 FS1048'CLUB BUILDING AND AZIMUTH MARK.
 FS1048'
 FS1048'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FS1048
 FS1048                          STATION RECOVERY (1974)
 FS1048
 FS1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS1048'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FS1048'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.  THERE IS
 FS1048'ONLY ONE SMALL BREAK IN THE RIMROCK ON ALL SIDES OF THE HILL.
 FS1048'THIS WAS FOUND TO BE ABOUT 0.2 MILE BEFORE REACHING THE
 FS1048'DESCRIBED END OF TRUCK TRAVEL.
 FS1048'
 FS1048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 FS1048'NORTH OF KINGMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0990 ***********************************************************************
 ES0990  DESIGNATION -  CLUB
 ES0990  PID         -  ES0990
 ES0990  STATE/COUNTY-  AZ/YAVAPAI
 ES0990  USGS QUAD   -  TABLE MOUNTAIN (1967)
 ES0990
 ES0990                         *CURRENT SURVEY CONTROL
 ES0990  ___________________________________________________________________
 ES0990* NAD 83(1992)-  34 03 05.24622(N)    111 34 34.09605(W)     ADJUSTED  
 ES0990* NAVD 88     -      1649.0    (meters)    5410.     (feet)  VERTCON   
 ES0990  ___________________________________________________________________
 ES0990  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 ES0990  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ES0990
 ES0990  HORZ ORDER  -  FIRST
 ES0990
 ES0990.The horizontal coordinates were established by classical geodetic methods
 ES0990.and adjusted by the National Geodetic Survey in August 1993..
 ES0990
 ES0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0990
 ES0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0990
 ES0990.The geoid height was determined by GEOID03.
 ES0990
 ES0990;                    North         East     Units Scale Factor Converg.
 ES0990;SPC AZ C     -   338,413.379   244,797.630   MT  0.99991218   +0 11 26.4
 ES0990;SPC AZ C     - 1,110,280.11    803,141.83   iFT  0.99991218   +0 11 26.4
 ES0990;UTM  12      - 3,768,011.181   446,826.690   MT  0.99963485   -0 19 21.4
 ES0990
 ES0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0990!SPC AZ C     -   0.99974547  x   0.99991218  =   0.99965767
 ES0990!UTM  12      -   0.99974547  x   0.99963485  =   0.99938041
 ES0990
 ES0990:                Primary Azimuth Mark                     Grid Az
 ES0990:SPC AZ C     -  RIDGE                                    192 34 54.9
 ES0990:UTM  12      -  RIDGE                                    193 05 42.7
 ES0990
 ES0990|---------------------------------------------------------------------|
 ES0990| PID    Reference Object                     Distance      Geod. Az  |
 ES0990|                                                           dddmmss.s |
 ES0990| ES0992 RIDGE                               APPROX. 5.8 KM 1924621.3 |
 ES0990|---------------------------------------------------------------------|
 ES0990
 ES0990                          SUPERSEDED SURVEY CONTROL
 ES0990
 ES0990  NAD 83(1986)-  34 03 05.23757(N)    111 34 34.10517(W) AD(       ) 1
 ES0990  NAD 27      -  34 03 05.10100(N)    111 34 31.60200(W) AD(       ) 1
 ES0990  NGVD 29 (10/09/91) 1648.3    (m)         5408.     (f) VERT ANG       
 ES0990
 ES0990.Superseded values are not recommended for survey control.
 ES0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0990.See file dsdata.txt to determine how the superseded data were derived.
 ES0990
 ES0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4682768011(NAD 83)
 ES0990_MARKER: DS = TRIANGULATION STATION DISK
 ES0990_SETTING: 66 = SET IN ROCK OUTCROP
 ES0990_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0990+STABILITY: POSITION/ELEVATION WELL
 ES0990
 ES0990  HISTORY     - Date     Condition        Report By
 ES0990  HISTORY     - 1924     MONUMENTED       CGS
 ES0990  HISTORY     - 1966     GOOD             USGS
 ES0990
 ES0990                          STATION DESCRIPTION
 ES0990
 ES0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0990'ABOUT 7 MILES EAST AND 6 MILES NORTH OF THE SEARS K RANCH
 ES0990'ON THE VERDE RIVER, 2 MILES NORTHWEST OF THE CLUB RANCH, AND
 ES0990'1 MILE WEST OF THE CLUB RANCH-J.S. RANCH TRAIL WHERE IT CROSSES
 ES0990'THE HIGH DIVIDE BETWEEN DAVENPORT AND DEADMAN WASHES.  STATION
 ES0990'IS ON THE VERY HIGH PEAK WITH ALMOST VERTICAL SLOPES AT THE
 ES0990'EAST END OF TABLE MOUNTAIN.  TO THE WEST OF THE STATION IS A
 ES0990'SLOPING GRASSY MESA WITH STEEP SIDES.  STATION IS VISIBLE FROM
 ES0990'THE CLUB RANCH, AND EASILY IDENTIFIED AS THE HIGHEST POINT IN
 ES0990'THE VICINITY.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED.
 ES0990
 ES0990                          STATION RECOVERY (1966)
 ES0990
 ES0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0990'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 ES0990'
 ES0990'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1809 ***********************************************************************
 CZ1809  DESIGNATION -  CLUM
 CZ1809  PID         -  CZ1809
 CZ1809  STATE/COUNTY-  AZ/PIMA
 CZ1809  USGS QUAD   -  AGUA CALIENTE HILL (1981)
 CZ1809
 CZ1809                         *CURRENT SURVEY CONTROL
 CZ1809  ___________________________________________________________________
 CZ1809* NAD 83(1992)-  32 17 42.71284(N)    110 39 57.46555(W)     ADJUSTED  
 CZ1809* NAVD 88     -      1637.2    (meters)    5371.     (feet)  VERTCON   
 CZ1809  ___________________________________________________________________
 CZ1809  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 CZ1809  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CZ1809
 CZ1809  HORZ ORDER  -  FIRST
 CZ1809
 CZ1809.The horizontal coordinates were established by classical geodetic methods
 CZ1809.and adjusted by the National Geodetic Survey in August 1993..
 CZ1809
 CZ1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1809
 CZ1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1809
 CZ1809.The geoid height was determined by GEOID03.
 CZ1809
 CZ1809;                    North         East     Units Scale Factor Converg.
 CZ1809;SPC AZ C     -   144,285.054   331,155.002   MT  1.00007106   +0 40 05.9
 CZ1809;SPC AZ C     -   473,376.16  1,086,466.54   iFT  1.00007106   +0 40 05.9
 CZ1809;UTM  12      - 3,573,205.911   531,450.183   MT  0.99961220   +0 10 42.5
 CZ1809
 CZ1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1809!SPC AZ C     -   0.99974741  x   1.00007106  =   0.99981845
 CZ1809!UTM  12      -   0.99974741  x   0.99961220  =   0.99935971
 CZ1809
 CZ1809:                Primary Azimuth Mark                     Grid Az
 CZ1809:SPC AZ C     -  REEF ROCK LOOKOUT TOWER                  125 11 51.2
 CZ1809:UTM  12      -  REEF ROCK LOOKOUT TOWER                  125 41 14.6
 CZ1809
 CZ1809|---------------------------------------------------------------------|
 CZ1809| PID    Reference Object                     Distance      Geod. Az  |
 CZ1809|                                                           dddmmss.s |
 CZ1809| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.14.3 KM 1255157.1 |
 CZ1809| CC7173 CLUM RM 1                             4.959 METERS 13057     |
 CZ1809| CC7172 CLUM AZ MK                                         1565819.8 |
 CZ1809| CC7174 CLUM RM 2                             4.083 METERS 24759     |
 CZ1809|---------------------------------------------------------------------|
 CZ1809
 CZ1809                          SUPERSEDED SURVEY CONTROL
 CZ1809
 CZ1809  NAD 83(1986)-  32 17 42.70852(N)    110 39 57.46072(W) AD(       ) 1
 CZ1809  NAD 27      -  32 17 42.43900(N)    110 39 55.16200(W) AD(       ) 1
 CZ1809  NGVD 29 (07/19/86) 1636.4    (m)         5369.     (f) VERT ANG       
 CZ1809
 CZ1809.Superseded values are not recommended for survey control.
 CZ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1809.See file dsdata.txt to determine how the superseded data were derived.
 CZ1809
 CZ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3145073206(NAD 83)
 CZ1809_MARKER: DD = SURVEY DISK
 CZ1809_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1809
 CZ1809  HISTORY     - Date     Condition        Report By
 CZ1809  HISTORY     - 1947     MONUMENTED       CGS
 CZ1809  HISTORY     - 1972     GOOD             AZHD
 CZ1809
 CZ1809                          STATION DESCRIPTION
 CZ1809
 CZ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1809'STATION LOCATED ABOUT 18-1/2 MILES AIRLINE EAST NORTHEAST
 CZ1809'OF TUCSON, 14 MILES AIRLINE SOUTHWEST OF REDINGTON, 2.2 MILES
 CZ1809'AIRLINE NORTHWEST OF THE REDINGTON - TANQUE VERDE ROAD, ON THE TOP
 CZ1809'OF THE HIGHEST AND MOST PROMINENT MOUNTAINS AT THE WESTERN
 CZ1809'END OF THE PASS BETWEEN THE SANTA CATALINA AND RINCON MOUNTAINS.
 CZ1809'THE POINT THE STATION IS ON IS KNOWN AS AGUA CALIENTE HILL.
 CZ1809'STATION MARK IS SET FLUSH WITH GROUND AND STAMPED--CLUM
 CZ1809'1947
 CZ1809'
 CZ1809'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1809'STATION, SET FLUSH WITH GROUND AND STAMPED--CLUM NO 1 1947.
 CZ1809'
 CZ1809'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 CZ1809'SET FLUSH WITH GROUND AND STAMPED--CLUM NO 2 1947.
 CZ1809'
 CZ1809'AZIMUTH MARK IS APPROXIMATELY 100 FEET NORTH OF SHARP SWITCHBACK
 CZ1809'IN ROAD, 3 FEET NORTH OF WHITE WITNESS POST, PROJECTS 4 FEET
 CZ1809'AND STAMPED--CLUM 1947.
 CZ1809'
 CZ1809'TO REACH FROM INTERSECTION OF STONE AVENUE AND SPEEDWAY STREET
 CZ1809'IN TUCSON, GO EAST ON SPEEDWAY FOR 6.75 MILES TO CROSSROADS.
 CZ1809'TURN LEFT AND GO 0.45 MILE.  TURN RIGHT AND FOLLOW MACADAM ROAD
 CZ1809'EAST FOR 7.8 MILES TO FORK.  KEEP RIGHT FORK (REDINGTON ROAD)
 CZ1809'AND GO 4.4 MILES TO CATTLE GUARD.  CONTINUE AHEAD FOR 2.1
 CZ1809'MILES (AZIMUTH MARK IS AT THIS POINT AS DESCRIBED ABOVE).
 CZ1809'CONTINUE AHEAD FOR 1.55 MILE TO END OF TRUCK TRAVEL.  FROM
 CZ1809'HERE PACK NORTHWEST DOWN CANYON TO A CANYON COMING IN ON
 CZ1809'RIGHT.  TURN RIGHT UP THIS CANYON TO POINT JUST EAST OF A
 CZ1809'CONE SHAPED HILL.  LEAVE CANYON AND PACK UP HILL, KEEPING
 CZ1809'JUST TO LEFT OF CONE SHAPED HILL.  THENCE UP RIDGE TO
 CZ1809'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A TWO HOUR
 CZ1809'PACK.
 CZ1809
 CZ1809                          STATION RECOVERY (1972)
 CZ1809
 CZ1809'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1809'STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 CZ1809'
 CZ1809'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0646 ***********************************************************************
 DV0646  DESIGNATION -  CLYDE
 DV0646  PID         -  DV0646
 DV0646  STATE/COUNTY-  AZ/MARICOPA
 DV0646  USGS QUAD   -  PHOENIX (1982)
 DV0646
 DV0646                         *CURRENT SURVEY CONTROL
 DV0646  ___________________________________________________________________
 DV0646* NAD 83(1992)-  33 27 35.47055(N)    112 03 23.63199(W)     ADJUSTED  
 DV0646* NAVD 88     -       334.377  (meters)    1097.04   (feet)  ADJUSTED  
 DV0646  ___________________________________________________________________
 DV0646  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DV0646  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0646  DYNAMIC HT  -         333.990 (meters)    1095.77  (feet)  COMP
 DV0646  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0646
 DV0646  HORZ ORDER  -  SECOND
 DV0646  VERT ORDER  -  SECOND    CLASS 0
 DV0646
 DV0646.The horizontal coordinates were established by classical geodetic methods
 DV0646.and adjusted by the National Geodetic Survey in August 1993..
 DV0646
 DV0646.The orthometric height was determined by differential leveling
 DV0646.and adjusted by the National Geodetic Survey in November 1993..
 DV0646
 DV0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0646
 DV0646.The geoid height was determined by GEOID03.
 DV0646
 DV0646.The dynamic height is computed by dividing the NAVD 88
 DV0646.geopotential number by the normal gravity value computed on the
 DV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0646.degrees latitude (g = 980.6199 gals.).
 DV0646
 DV0646.The modeled gravity was interpolated from observed gravity values.
 DV0646
 DV0646;                    North         East     Units Scale Factor Converg.
 DV0646;SPC AZ C     -   272,756.821   200,355.641   MT  0.99990208   -0 04 37.7
 DV0646;SPC AZ C     -   894,871.46    657,334.78   iFT  0.99990208   -0 04 37.7
 DV0646;UTM  12      - 3,702,767.347   401,813.138   MT  0.99971886   -0 34 57.3
 DV0646
 DV0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0646!SPC AZ C     -   0.99995219  x   0.99990208  =   0.99985428
 DV0646!UTM  12      -   0.99995219  x   0.99971886  =   0.99967107
 DV0646
 DV0646|---------------------------------------------------------------------|
 DV0646| PID    Reference Object                     Distance      Geod. Az  |
 DV0646|                                                           dddmmss.s |
 DV0646| DV0647 CLYDE RM 1                           21.382 METERS 15925     |
 DV0646| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 1.7 KM 2520600.2 |
 DV0646| DV0644 CLYDE AZ MK                                        2715246.9 |
 DV0646| DV0645 CLYDE RM 2                           20.129 METERS 27705     |
 DV0646|---------------------------------------------------------------------|
 DV0646
 DV0646                          SUPERSEDED SURVEY CONTROL
 DV0646
 DV0646  NAD 83(1986)-  33 27 35.46480(N)    112 03 23.63737(W) AD(       ) 2
 DV0646  NAD 27      -  33 27 35.30840(N)    112 03 21.10370(W) AD(       ) 2
 DV0646  NGVD 29 (??/??/92)  333.708  (m)         1094.84   (f) ADJ UNCH    2 0
 DV0646
 DV0646.Superseded values are not recommended for survey control.
 DV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0646.See file dsdata.txt to determine how the superseded data were derived.
 DV0646
 DV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0181302767(NAD 83)
 DV0646_MARKER: DE = TRAVERSE STATION DISK
 DV0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0646_STAMPING: CLYDE 1963
 DV0646_MARK LOGO: CGS   
 DV0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0646+STABILITY: SURFACE MOTION
 DV0646
 DV0646  HISTORY     - Date     Condition        Report By
 DV0646  HISTORY     - 1963     MONUMENTED       CGS
 DV0646  HISTORY     - 1963     GOOD             CGS
 DV0646  HISTORY     - 1969     GOOD             AZHD
 DV0646  HISTORY     - 1979     GOOD             AZDT
 DV0646
 DV0646                          STATION DESCRIPTION
 DV0646
 DV0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0646'THE STATION IS LOCATED IN THE CITY OF PHOENIX, ABOUT 1.0 MILE
 DV0646'EAST OF CENTRAL AVENUE AND ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL
 DV0646'ROAD ON THE SIDE OF EAST PORTLAND STREET.
 DV0646'
 DV0646'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DV0646'ROAD AND NORTH 12TH STREET, GO SOUTH ON NORTH 12TH STREET FOR 0.4
 DV0646'MILE TO EAST PORTLAND STREET AND STATION ON RIGHT.
 DV0646'
 DV0646'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0646'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 DV0646'GROUND AND STAMPED CLYDE 1963.  THE MARK IS 41 FEET WEST OF
 DV0646'CENTER OF NORTH 12TH STREET, 25 FEET SOUTH OF CENTER OF EAST
 DV0646'PORTLAND STREET, 8 FEET SOUTH OF CURB AND 6 FEET NORTH OF
 DV0646'SIDEWALK.
 DV0646'
 DV0646'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0646'HOLE IN THE WEST CURBING OF NORTH 12TH STREET AND STAMPED
 DV0646'CLYDE NO 1 1963.  THE MARK IS 31 FEET NORTH OF A POWER POLE,
 DV0646'17 FEET WEST OF THE CENTER OF NORTH 12TH STREET AND 6 FEET
 DV0646'EAST OF SIDEWALK.
 DV0646'
 DV0646'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0646'HOLE IN THE SOUTH CURBING OF EAST PORTLAND STREET AND STAMPED
 DV0646'CLYDE NO 2 1963.  THE MARK IS 21 FEET WEST OF CENTER OF DRIVEWAY,
 DV0646'19 FEET SOUTH OF CENTER OF EAST PORTLAND STREET AND 14 FEET NORTH
 DV0646'OF SIDEWALK.
 DV0646'
 DV0646'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0646'IN THE NORTH CURBING OF EAST PORTLAND STREET AND STAMPED CLYDE
 DV0646'1963.  THE MARK IS 75 FEET EAST OF A POWER POLE, 30 FEET SOUTH
 DV0646'OF THE SOUTHWEST CORNER OF THE UKRAINIAN ORTHODOX CHURCH AND
 DV0646'18 FEET NORTH OF CENTER OF EAST PORTLAND STREET.
 DV0646'
 DV0646'1/4 CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE CENTER
 DV0646'OF THE INTERSECTION OF EAST MC DOWELL ROAD AND NORTH 12TH
 DV0646'STREET.  THE MARK IS A DRILL HOLE IN A ROCK WHICH IS ABOUT 8
 DV0646'INCHES BELOW THE SURFACE OF THE STREET AND ENCASED IN A SMALL
 DV0646'MANHOLE.
 DV0646'
 DV0646'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON EAST
 DV0646'PORTLAND STREET FOR 0.3 MILE TO THE MARK ON RIGHT.
 DV0646'
 DV0646'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
 DV0646
 DV0646                          STATION RECOVERY (1963)
 DV0646
 DV0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0646'IN PHOENIX.
 DV0646'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0646'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 27 FEET SOUTH OF
 DV0646'THE CENTER OF EAST PORTLAND, 42 FEET WEST OF THE CENTER OF NORTH 12TH
 DV0646'STREET, 44 FEET EAST OF THE CENTER OF A DRIVE TO HOUSE NO. 1149, 6
 DV0646'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK, 15 FEET WEST-SOUTHWEST
 DV0646'OF A STREET SIGN POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET,
 DV0646'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0646
 DV0646                          STATION RECOVERY (1969)
 DV0646
 DV0646'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0646'GENERAL LOCATION PHOENIX
 DV0646'
 DV0646'STATION MARK ALL MARKS RECOVERED AS DESCRIBED DESCRIPTION
 DV0646'IS ADEQUATE
 DV0646
 DV0646                          STATION RECOVERY (1979)
 DV0646
 DV0646'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0644 ***********************************************************************
 DV0644  DESIGNATION -  CLYDE AZ MK
 DV0644  PID         -  DV0644
 DV0644  STATE/COUNTY-  AZ/MARICOPA
 DV0644  USGS QUAD   -  PHOENIX (1982)
 DV0644
 DV0644                         *CURRENT SURVEY CONTROL
 DV0644  ___________________________________________________________________
 DV0644* NAD 83(1986)-  33 27 36.     (N)    112 03 42.     (W)     SCALED    
 DV0644* NAVD 88     -       332.809  (meters)    1091.89   (feet)  ADJUSTED  
 DV0644  ___________________________________________________________________
 DV0644  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0644  DYNAMIC HT  -         332.424 (meters)    1090.63  (feet)  COMP
 DV0644  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0644
 DV0644  VERT ORDER  -  SECOND    CLASS 0
 DV0644
 DV0644.The horizontal coordinates were scaled from a topographic map and have
 DV0644.an estimated accuracy of +/- 6 seconds.
 DV0644
 DV0644.The orthometric height was determined by differential leveling
 DV0644.and adjusted by the National Geodetic Survey in November 1993..
 DV0644
 DV0644.The geoid height was determined by GEOID03.
 DV0644
 DV0644.The dynamic height is computed by dividing the NAVD 88
 DV0644.geopotential number by the normal gravity value computed on the
 DV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0644.degrees latitude (g = 980.6199 gals.).
 DV0644
 DV0644.The modeled gravity was interpolated from observed gravity values.
 DV0644
 DV0644;                    North         East    Units  Estimated Accuracy
 DV0644;SPC AZ C     -   272,770.      199,880.      MT  (+/- 180 meters Scaled)
 DV0644
 DV0644                          SUPERSEDED SURVEY CONTROL
 DV0644
 DV0644  NGVD 29 (??/??/92)  332.144  (m)         1089.71   (f) ADJ UNCH    2 0
 DV0644
 DV0644.Superseded values are not recommended for survey control.
 DV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0644.See file dsdata.txt to determine how the superseded data were derived.
 DV0644
 DV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC013027(NAD 83)
 DV0644_MARKER: DZ = AZIMUTH MARK DISK
 DV0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0644_SP_SET: CURB
 DV0644_STAMPING: CLYDE 1963
 DV0644_MARK LOGO: CGS   
 DV0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0644
 DV0644  HISTORY     - Date     Condition        Report By
 DV0644  HISTORY     - 1963     MONUMENTED       CGS
 DV0644  HISTORY     - 1979     GOOD             AZDT
 DV0644
 DV0644                          STATION DESCRIPTION
 DV0644
 DV0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0644'IN PHOENIX.
 DV0644'ABOUT 0.7 MILE EAST ALONG EAST PORTLAND STREET FROM THE INTERSECTION
 DV0644'OF EAST PORTLAND STREET AND NORTH CENTRAL AVENUE IN PHOENIX, ABOUT
 DV0644'0.25 MILE WEST OF TRAVERSE STATION CLYDE, AND ABOUT MIDWAY BETWEEN
 DV0644'NORTH 10TH STREET AND NORTH 9TH STREET, AT THE GREEK ORTHODOX CHURCH,
 DV0644'15 FEET NORTH OF THE CENTER OF EAST PORTLAND STREET, 26 FEET SOUTH OF
 DV0644'THE SOUTHEAST CORNER OF THE CHURCH, 6 FEET EAST OF A POWER POLE, ABOUT
 DV0644'0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF THE NORTH
 DV0644'CONCRETE CURB OF EAST PORTLAND STREET.
 DV0644
 DV0644                          STATION RECOVERY (1979)
 DV0644
 DV0644'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0647 ***********************************************************************
 DV0647  DESIGNATION -  CLYDE RM 1
 DV0647  PID         -  DV0647
 DV0647  STATE/COUNTY-  AZ/MARICOPA
 DV0647  USGS QUAD   -  PHOENIX (1982)
 DV0647
 DV0647                         *CURRENT SURVEY CONTROL
 DV0647  ___________________________________________________________________
 DV0647* NAD 83(1986)-  33 27 35.     (N)    112 03 24.     (W)     SCALED    
 DV0647* NAVD 88     -       334.356  (meters)    1096.97   (feet)  ADJUSTED  
 DV0647  ___________________________________________________________________
 DV0647  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0647  DYNAMIC HT  -         333.969 (meters)    1095.70  (feet)  COMP
 DV0647  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0647
 DV0647  VERT ORDER  -  SECOND    CLASS 0
 DV0647
 DV0647.The horizontal coordinates were scaled from a topographic map and have
 DV0647.an estimated accuracy of +/- 6 seconds.
 DV0647
 DV0647.The orthometric height was determined by differential leveling
 DV0647.and adjusted by the National Geodetic Survey in November 1993..
 DV0647
 DV0647.The geoid height was determined by GEOID03.
 DV0647
 DV0647.The dynamic height is computed by dividing the NAVD 88
 DV0647.geopotential number by the normal gravity value computed on the
 DV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0647.degrees latitude (g = 980.6199 gals.).
 DV0647
 DV0647.The modeled gravity was interpolated from observed gravity values.
 DV0647
 DV0647;                    North         East    Units  Estimated Accuracy
 DV0647;SPC AZ C     -   272,740.      200,350.      MT  (+/- 180 meters Scaled)
 DV0647
 DV0647                          SUPERSEDED SURVEY CONTROL
 DV0647
 DV0647  NGVD 29 (??/??/92)  333.692  (m)         1094.79   (f) ADJ UNCH    2 0
 DV0647
 DV0647.Superseded values are not recommended for survey control.
 DV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0647.See file dsdata.txt to determine how the superseded data were derived.
 DV0647
 DV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC018027(NAD 83)
 DV0647_MARKER: DR = REFERENCE MARK DISK
 DV0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0647_SP_SET: CURB
 DV0647_STAMPING: CLYDE NO 1 1963
 DV0647_MARK LOGO: CGS   
 DV0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0647
 DV0647  HISTORY     - Date     Condition        Report By
 DV0647  HISTORY     - 1963     MONUMENTED       CGS
 DV0647  HISTORY     - 1979     GOOD             AZDT
 DV0647
 DV0647                          STATION DESCRIPTION
 DV0647
 DV0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0647'IN PHOENIX.
 DV0647'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0647'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 27 FEET SOUTH OF
 DV0647'THE CENTER OF EAST PORTLAND, 70.1 FEET SOUTHEAST OF TRAVERSE STATION
 DV0647'CLYDE, 17 FEET WEST OF THE CENTER OF NORTH 12TH STREET, 91 FEET SOUTH
 DV0647'OF THE CENTER OF EAST PORTLAND STREET, 31.5 FEET NORTH OF POLE NO.
 DV0647'2564, AND SET IN TOP OF THE WEST CONCRETE CURB OF NORTH 12TH STREET.
 DV0647
 DV0647                          STATION RECOVERY (1979)
 DV0647
 DV0647'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0645 ***********************************************************************
 DV0645  DESIGNATION -  CLYDE RM 2
 DV0645  PID         -  DV0645
 DV0645  STATE/COUNTY-  AZ/MARICOPA
 DV0645  USGS QUAD   -  PHOENIX (1982)
 DV0645
 DV0645                         *CURRENT SURVEY CONTROL
 DV0645  ___________________________________________________________________
 DV0645* NAD 83(1986)-  33 27 35.     (N)    112 03 24.     (W)     SCALED    
 DV0645* NAVD 88     -       334.251  (meters)    1096.62   (feet)  ADJUSTED  
 DV0645  ___________________________________________________________________
 DV0645  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0645  DYNAMIC HT  -         333.864 (meters)    1095.35  (feet)  COMP
 DV0645  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0645
 DV0645  VERT ORDER  -  SECOND    CLASS 0
 DV0645
 DV0645.The horizontal coordinates were scaled from a topographic map and have
 DV0645.an estimated accuracy of +/- 6 seconds.
 DV0645
 DV0645.The orthometric height was determined by differential leveling
 DV0645.and adjusted by the National Geodetic Survey in November 1993..
 DV0645
 DV0645.The geoid height was determined by GEOID03.
 DV0645
 DV0645.The dynamic height is computed by dividing the NAVD 88
 DV0645.geopotential number by the normal gravity value computed on the
 DV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0645.degrees latitude (g = 980.6199 gals.).
 DV0645
 DV0645.The modeled gravity was interpolated from observed gravity values.
 DV0645
 DV0645;                    North         East    Units  Estimated Accuracy
 DV0645;SPC AZ C     -   272,740.      200,350.      MT  (+/- 180 meters Scaled)
 DV0645
 DV0645                          SUPERSEDED SURVEY CONTROL
 DV0645
 DV0645  NGVD 29 (??/??/92)  333.582  (m)         1094.43   (f) ADJ UNCH    2 0
 DV0645
 DV0645.Superseded values are not recommended for survey control.
 DV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0645.See file dsdata.txt to determine how the superseded data were derived.
 DV0645
 DV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC018027(NAD 83)
 DV0645_MARKER: DR = REFERENCE MARK DISK
 DV0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0645_SP_SET: CURB
 DV0645_STAMPING: CLYDE NO 2 1963
 DV0645_MARK LOGO: CGS   
 DV0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0645
 DV0645  HISTORY     - Date     Condition        Report By
 DV0645  HISTORY     - 1963     MONUMENTED       CGS
 DV0645  HISTORY     - 1979     GOOD             AZDT
 DV0645
 DV0645                          STATION DESCRIPTION
 DV0645
 DV0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0645'IN PHOENIX.
 DV0645'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0645'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 66.0 FEET WEST
 DV0645'OF TRAVERSE STATION CLYDE, 19 FEET SOUTH OF THE CENTER OF EAST
 DV0645'PORTLAND STREET, 22 FEET WEST OF THE CENTER OF A DRIVE TO HOUSE NO.
 DV0645'1149, AND SET IN TOP OF THE SOUTH CONCRETE CURB OF EAST PORTLAND
 DV0645'STREET.
 DV0645
 DV0645                          STATION RECOVERY (1979)
 DV0645
 DV0645'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2375 ***********************************************************************
 DU2375  DESIGNATION -  CMCN 21
 DU2375  PID         -  DU2375
 DU2375  STATE/COUNTY-  AZ/MARICOPA
 DU2375  USGS QUAD   -  CHANDLER (1981)
 DU2375
 DU2375                         *CURRENT SURVEY CONTROL
 DU2375  ___________________________________________________________________
 DU2375* NAD 83(1986)-  33 21 24.     (N)    111 50 31.     (W)     SCALED    
 DU2375* NAVD 88     -       369.387  (meters)    1211.90   (feet)  ADJUSTED  
 DU2375  ___________________________________________________________________
 DU2375  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU2375  DYNAMIC HT  -         368.948 (meters)    1210.46  (feet)  COMP
 DU2375  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 DU2375
 DU2375  VERT ORDER  -  FIRST     CLASS II
 DU2375
 DU2375.The horizontal coordinates were scaled from a topographic map and have
 DU2375.an estimated accuracy of +/- 6 seconds.
 DU2375
 DU2375.The orthometric height was determined by differential leveling
 DU2375.and adjusted by the National Geodetic Survey in August 1994..
 DU2375
 DU2375.The geoid height was determined by GEOID03.
 DU2375
 DU2375.The dynamic height is computed by dividing the NAVD 88
 DU2375.geopotential number by the normal gravity value computed on the
 DU2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2375.degrees latitude (g = 980.6199 gals.).
 DU2375
 DU2375.The modeled gravity was interpolated from observed gravity values.
 DU2375
 DU2375;                    North         East    Units  Estimated Accuracy
 DU2375;SPC AZ C     -   261,310.      220,310.      MT  (+/- 180 meters Scaled)
 DU2375
 DU2375                          SUPERSEDED SURVEY CONTROL
 DU2375
 DU2375.No superseded survey control is available for this station.
 DU2375
 DU2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216911(NAD 83)
 DU2375_MARKER: DD = SURVEY DISK
 DU2375_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2375_SP_SET: FOOTING
 DU2375_STAMPING: CMCN BM 21
 DU2375_MARK LOGO: NONE  
 DU2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2375+STABILITY: POSITION/ELEVATION WELL
 DU2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2375+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DU2375
 DU2375  HISTORY     - Date     Condition        Report By
 DU2375  HISTORY     - UNK      MONUMENTED       RBNF
 DU2375  HISTORY     - 19940426 GOOD             NGS
 DU2375  HISTORY     - 19941026 GOOD             NGS
 DU2375  HISTORY     - 19941026 GOOD             NGS
 DU2375  HISTORY     - 20051104 GOOD             GEOCAC
 DU2375
 DU2375                          STATION DESCRIPTION
 DU2375
 DU2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2375'3.3 KM (2.05 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2375'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, NEAR THE SOUTHWEST
 DU2375'CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE TOWER, 16.7 M
 DU2375'(54.8 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DU2375'7.9 M (25.9 FT) SOUTHEAST OF THE SOUTHWEST LEG OF A HIGHLINE TOWER,
 DU2375'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND SURFACE,
 DU2375'AND 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE TOWER.
 DU2375
 DU2375                          STATION RECOVERY (1994)
 DU2375
 DU2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2375'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AT THE
 DU2375'NORTHEAST BOUNDARY OF THE CITIES OF MESA AND CHANDLER.  TO REACH THE
 DU2375'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2375'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2375'CLUB DRIVE FOR 2.0 MILES (3.2 KM) AND THE STATION ON THE LEFT IN THE
 DU2375'CONCRETE FOUNDATION OF A HIGH TENSION POWER LINE MONOLITHIC TOWER,
 DU2375'54.8 FEET (16.7 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2375'HIGHWAY, 25.9 FEET (7.9 M) SOUTHEAST OF SOUTHWEST LEG OF A HIGHLINE
 DU2375'TOWER, 1.3 FEET (0.4 M) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND
 DU2375'SURFACE, AND 1.0 FOOT (0.3 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DU2375'TOWER, 80 FEET (24.4 M) SOUTH OF A CANAL, 70 FEET (21.3 M) EAST OF THE
 DU2375'CENTERLINE OF ARIZONA AVENUE AND IN THE SOUTHWEST CORNER OF THE TOWER
 DU2375'FOUNDATION (TOWER NO 704574 01), PROJECTING 1.5 FEET (0.46 M) ABOVE
 DU2375'GROUND.  NOTE--THE STATION IS 80 FEET (24.4 M) SOUTH OF AN ARIZONA
 DU2375'DEPARTMENT OF TRANSPORTATION DISK STAMPED ELEV 1209.15 1988,  IN THE
 DU2375'CENTER OF A CONCRETE HEADWALL OVER THE CANAL.
 DU2375
 DU2375                          STATION RECOVERY (1994)
 DU2375
 DU2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2375'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AT THE
 DU2375'NORTHEAST BOUNDARY OF THE CITIES OF MESA AND CHANDLER.  TO REACH THE
 DU2375'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2375'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2375'CLUB DRIVE FOR 2.0 MILES (3.2 KM) AND THE STATION ON THE LEFT IN THE
 DU2375'CONCRETE FOUNDATION OF A HIGH TENSION POWER LINE MONOLITHIC TOWER,
 DU2375'54.8 FEET (16.7 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2375'HIGHWAY, 25.9 FEET (7.9 M) SOUTHEAST OF SOUTHWEST LEG OF A HIGHLINE
 DU2375'TOWER, 1.3 FEET (0.4 M) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND
 DU2375'SURFACE, AND 1.0 FOOT (0.3 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DU2375'TOWER, 80 FEET (24.4 M) SOUTH OF A CANAL, 70 FEET (21.3 M) EAST OF THE
 DU2375'CENTERLINE OF ARIZONA AVENUE AND IN THE SOUTHWEST CORNER OF THE TOWER
 DU2375'FOUNDATION (TOWER NO 704574 01), PROJECTING 1.5 FEET (0.46 M) ABOVE
 DU2375'GROUND.  NOTE--THE STATION IS 80 FEET (24.4 M) SOUTH OF AN ARIZONA
 DU2375'DEPARTMENT OF TRANSPORTATION DISK STAMPED ELEV 1209.15 1988,  IN THE
 DU2375'CENTER OF A CONCRETE HEADWALL OVER THE CANAL.
 DU2375
 DU2375                          STATION RECOVERY (2005)
 DU2375
 DU2375'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6513 ***********************************************************************
 DG6513  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6513  DESIGNATION -  CNTR FOR ARTS CORS ARP
 DG6513  CORS_ID     -  AZSC
 DG6513  PID         -  DG6513
 DG6513  STATE/COUNTY-  AZ/MARICOPA
 DG6513  USGS QUAD   -  TEMPE (1982)
 DG6513
 DG6513                         *CURRENT SURVEY CONTROL
 DG6513  ___________________________________________________________________
 DG6513* NAD 83(CORS)-  33 29 30.46282(N)    111 55 21.44745(W)     ADJUSTED  
 DG6513* NAVD 88     -                                                        
 DG6513  ___________________________________________________________________
 DG6513  EPOCH DATE  -        2002.00
 DG6513  X           -  -1,988,063.594 (meters)                     COMP
 DG6513  Y           -  -4,939,826.289 (meters)                     COMP
 DG6513  Z           -   3,499,775.208 (meters)                     COMP
 DG6513  ELLIP HEIGHT-         362.09  (meters)          (08/??/04) GPS OBS
 DG6513  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG6513
 DG6513  HORZ ORDER  -  SPECIAL (CORS)
 DG6513  ELLP ORDER  -  SPECIAL (CORS)
 DG6513
 DG6513.ITRF positions are available for this station.
 DG6513.The coordinates were established by GPS observations
 DG6513.and adjusted by the National Geodetic Survey in August 2004..
 DG6513.The coordinates are valid at the epoch date displayed above.
 DG6513.The epoch date for horizontal control is a decimal equivalence
 DG6513.of Year/Month/Day.
 DG6513
 DG6513
 DG6513.The PID for the CORS L1 Phase Center is DG6514.
 DG6513
 DG6513.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6513
 DG6513.The ellipsoidal height was determined by GPS observations
 DG6513.and is referenced to NAD 83.
 DG6513
 DG6513.The geoid height was determined by GEOID03.
 DG6513
 DG6513;                    North         East     Units Scale Factor Converg.
 DG6513;SPC AZ C     -   276,290.544   212,806.405   MT  0.99990000   -0 00 11.8
 DG6513;SPC AZ C     -   906,465.04    698,183.74   iFT  0.99990000   -0 00 11.8
 DG6513
 DG6513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6513!SPC AZ C     -   0.99994316  x   0.99990000  =   0.99984316
 DG6513
 DG6513                          SUPERSEDED SURVEY CONTROL
 DG6513
 DG6513.No superseded survey control is available for this station.
 DG6513
 DG6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1429206190(NAD 83)
 DG6513_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6513
 DG6513                          STATION DESCRIPTION
 DG6513
 DG6513'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6513'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6513'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6513'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6513'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6513'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6514 ***********************************************************************
 DG6514  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6514  DESIGNATION -  CNTR FOR ARTS CORS L1 PHASE CENTER
 DG6514  CORS_ID     -  AZSC
 DG6514  PID         -  DG6514
 DG6514  STATE/COUNTY-  AZ/MARICOPA
 DG6514  USGS QUAD   -  TEMPE (1982)
 DG6514
 DG6514                         *CURRENT SURVEY CONTROL
 DG6514  ___________________________________________________________________
 DG6514* NAD 83(CORS)-  33 29 30.46283(N)    111 55 21.44743(W)     ADJUSTED  
 DG6514* NAVD 88     -                                                        
 DG6514  ___________________________________________________________________
 DG6514  EPOCH DATE  -        2002.00
 DG6514  X           -  -1,988,063.616 (meters)                     COMP
 DG6514  Y           -  -4,939,826.343 (meters)                     COMP
 DG6514  Z           -   3,499,775.247 (meters)                     COMP
 DG6514  ELLIP HEIGHT-         362.16  (meters)          (08/??/04) GPS OBS
 DG6514  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG6514
 DG6514  HORZ ORDER  -  SPECIAL (CORS)
 DG6514  ELLP ORDER  -  SPECIAL (CORS)
 DG6514
 DG6514.ITRF positions are available for this station.
 DG6514.The coordinates were established by GPS observations
 DG6514.and adjusted by the National Geodetic Survey in August 2004..
 DG6514.The coordinates are valid at the epoch date displayed above.
 DG6514.The epoch date for horizontal control is a decimal equivalence
 DG6514.of Year/Month/Day.
 DG6514
 DG6514
 DG6514.The PID for the CORS ARP is DG6513.
 DG6514
 DG6514.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6514
 DG6514.The ellipsoidal height was determined by GPS observations
 DG6514.and is referenced to NAD 83.
 DG6514
 DG6514.The geoid height was determined by GEOID03.
 DG6514
 DG6514;                    North         East     Units Scale Factor Converg.
 DG6514;SPC AZ C     -   276,290.544   212,806.406   MT  0.99990000   -0 00 11.8
 DG6514;SPC AZ C     -   906,465.04    698,183.75   iFT  0.99990000   -0 00 11.8
 DG6514
 DG6514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6514!SPC AZ C     -   0.99994315  x   0.99990000  =   0.99984315
 DG6514
 DG6514                          SUPERSEDED SURVEY CONTROL
 DG6514
 DG6514.No superseded survey control is available for this station.
 DG6514
 DG6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1429206190(NAD 83)
 DG6514_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6514
 DG6514                          STATION DESCRIPTION
 DG6514
 DG6514'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6514'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6514'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6514'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6514'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6514'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1117 ***********************************************************************
 CY1117  DESIGNATION -  CO LINE MK FD
 CY1117  PID         -  CY1117
 CY1117  STATE/COUNTY-  AZ/GRAHAM
 CY1117  USGS QUAD   -  ASH PEAK (1986)
 CY1117
 CY1117                         *CURRENT SURVEY CONTROL
 CY1117  ___________________________________________________________________
 CY1117* NAD 83(1992)-  32 50 33.98840(N)    109 20 00.64138(W)     ADJUSTED  
 CY1117* NAVD 88     -      1584.4    (meters)    5198.     (feet)  VERTCON   
 CY1117  ___________________________________________________________________
 CY1117  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CY1117  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CY1117
 CY1117  HORZ ORDER  -  SECOND
 CY1117
 CY1117.The horizontal coordinates were established by classical geodetic methods
 CY1117.and adjusted by the National Geodetic Survey in August 1993..
 CY1117
 CY1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1117
 CY1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1117
 CY1117.The geoid height was determined by GEOID03.
 CY1117
 CY1117;                    North         East     Units Scale Factor Converg.
 CY1117;SPC AZ E     -   204,624.050   291,352.173   MT  0.99997498   +0 27 06.7
 CY1117;SPC AZ E     -   671,338.75    955,879.83   iFT  0.99997498   +0 27 06.7
 CY1117;UTM  12      - 3,635,087.429   655,961.065   MT  0.99989993   +0 54 14.3
 CY1117
 CY1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1117!SPC AZ E     -   0.99975538  x   0.99997498  =   0.99973037
 CY1117!UTM  12      -   0.99975538  x   0.99989993  =   0.99965533
 CY1117
 CY1117|---------------------------------------------------------------------|
 CY1117| PID    Reference Object                     Distance      Geod. Az  |
 CY1117|                                                           dddmmss.s |
 CY1117| CC7175 CO LINE MK FD RM 1                    9.162 METERS 10148     |
 CY1117| CY1126 TOLLGATE                            APPROX. 5.8 KM 2724851.0 |
 CY1117| CC7176 CO LINE MK FD RM 2                    7.452 METERS 28731     |
 CY1117|---------------------------------------------------------------------|
 CY1117
 CY1117                          SUPERSEDED SURVEY CONTROL
 CY1117
 CY1117  NAD 83(1986)-  32 50 33.98371(N)    109 20 00.63864(W) AD(       ) 2
 CY1117  NAD 27      -  32 50 33.74631(N)    109 19 58.38607(W) AD(       ) 2
 CY1117  NGVD 29 (07/19/86) 1583.7    (m)         5196.     (f) VERT ANG       
 CY1117
 CY1117.Superseded values are not recommended for survey control.
 CY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1117.See file dsdata.txt to determine how the superseded data were derived.
 CY1117
 CY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5596135087(NAD 83)
 CY1117_MARKER: DD = SURVEY DISK
 CY1117_SETTING: 66 = SET IN ROCK OUTCROP
 CY1117
 CY1117  HISTORY     - Date     Condition        Report By
 CY1117  HISTORY     - 1976     MONUMENTED       AZDT
 CY1117
 CY1117                          STATION DESCRIPTION
 CY1117
 CY1117'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1117'THE STATION IS ABOUT 14.5 MILES SOUTHWEST OF CLIFTON, 22 MILES EAST
 CY1117'OF SAFFORD AND 0.5 MILE SOUTH OF U.S. HWY. 666 ON TOP OF A
 CY1117'BUTTE CALLED THUMB BUTTE.
 CY1117'
 CY1117'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. 1976 AND IS EPOXIED IN A DRILL HOLE IN A LARGE FLAT ROCK,
 CY1117'MARKED BY A WITNESS SIGN 3 FEET TO THE WEST WHICH IS EPOXIED TO
 CY1117'A ROCK.  STATION WAS SET IN A CROSS CHISLED IN FLAT ROCK WITH
 CY1117'GRAHAM AND GREENLEE CHISLED ON EITHER SIDE OF CROSS.
 CY1117'
 CY1117'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. RM 2 1976 AND IS EPOXIED ON THE WESTERN EDGE OF A LARGE
 CY1117'ROCK OUTCROP WEST OF STATION.
 CY1117'
 CY1117'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. RM 1 1976 AND IS EPOXIED ON EASTERLY EDGE OF A LARGE ROCK
 CY1117'OUTCROP EAST OF STATION.
 CY1117'
 CY1117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1117'10 MILES EAST OF SAFFORD, TRAVEL ON U.S. HWY. 666 TO MILE POST
 CY1117'144.0.  ABOUT 75 FEET WEST OF M.P. IS A PLACE TO PARK VEHICLE.  THE
 CY1117'STATION CAN BE SEEN FROM HERE ON TOP OF THUMB BUTTE TO THE
 CY1117'SOUTH.  CLIMB THROUGH FENCE AND UP A RIDGE TO SOUTH SIDE OF BUTTE
 CY1117'WHERE A MANILA HEMP ROPE HAS BEEN PLACED FOR A HANDHOLD.  ABOUT
 CY1117'A 50 MINUTE PACK WITH EQUIPMENT.
 CY1117'
 CY1117'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0822 ***********************************************************************
 CY0822  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0822  DESIGNATION -  COAIR
 CY0822  PID         -  CY0822
 CY0822  STATE/COUNTY-  AZ/COCHISE
 CY0822  USGS QUAD   -  COCHISE (1985)
 CY0822
 CY0822                         *CURRENT SURVEY CONTROL
 CY0822  ___________________________________________________________________
 CY0822* NAD 83(1992)-  32 02 09.21396(N)    109 55 04.35363(W)     ADJUSTED  
 CY0822* NAVD 88     -      1301.41   (meters)    4269.7    (feet)  GPS OBS   
 CY0822  ___________________________________________________________________
 CY0822  X           -  -1,844,072.007 (meters)                     COMP
 CY0822  Y           -  -5,089,231.048 (meters)                     COMP
 CY0822  Z           -   3,364,481.927 (meters)                     COMP
 CY0822  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CY0822  ELLIP HEIGHT-        1274.17  (meters)          (08/22/05) GPS OBS
 CY0822  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0822
 CY0822  HORZ ORDER  -  B
 CY0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0822  ELLP ORDER  -  FOURTH    CLASS II
 CY0822
 CY0822.The horizontal coordinates were established by GPS observations
 CY0822.and adjusted by the National Geodetic Survey in August 2005..
 CY0822
 CY0822.The orthometric height was determined by GPS observations and a
 CY0822.high-resolution geoid model using precise GPS observation and
 CY0822.processing techniques.
 CY0822.The vertical order pertains to the NGVD 29 superseded value.
 CY0822
 CY0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0822
 CY0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0822
 CY0822.The ellipsoidal height was determined by GPS observations
 CY0822.and is referenced to NAD 83.
 CY0822
 CY0822.The geoid height was determined by GEOID03.
 CY0822
 CY0822;                    North         East     Units Scale Factor Converg.
 CY0822;SPC AZ E     -   114,873.732   236,857.531   MT  0.99990681   +0 07 55.1
 CY0822;SPC AZ E     -   376,882.32    777,091.64   iFT  0.99990681   +0 07 55.1
 CY0822;UTM  12      - 3,544,926.001   602,175.234   MT  0.99972875   +0 34 26.6
 CY0822
 CY0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0822!SPC AZ E     -   0.99979997  x   0.99990681  =   0.99970680
 CY0822!UTM  12      -   0.99979997  x   0.99972875  =   0.99952878
 CY0822
 CY0822|---------------------------------------------------------------------|
 CY0822| PID    Reference Object                     Distance      Geod. Az  |
 CY0822|                                                           dddmmss.s |
 CY0822| CY1191 PHOENIX EL PASO AWY BCN T 3         196.250 METERS 09225     |
 CY0822| CY1189 COCHISE CEN RAD DIRECTIONAL TR      APPROX. 3.7 KM 0985809.5 |
 CY0822| CS5393 COAIR RM 3                            6.931 METERS 12146     |
 CY0822| CC7177 COAIR AZ MK                                        1750018.5 |
 CY0822| CY0824 COAIR RM 2                           22.452 METERS 26836     |
 CY0822| CY0823 COAIR RM 1                           16.743 METERS 35807     |
 CY0822| CS5394 COAIR RM 4                           16.707 METERS 35810     |
 CY0822|---------------------------------------------------------------------|
 CY0822
 CY0822                          SUPERSEDED SURVEY CONTROL
 CY0822
 CY0822  NAD 83(1992)-  32 02 09.21565(N)    109 55 04.35773(W) AD(       ) 2
 CY0822  NAD 83(1986)-  32 02 09.20730(N)    109 55 04.35429(W) AD(       ) 2
 CY0822  NAD 27      -  32 02 08.91300(N)    109 55 02.11400(W) AD(       ) 2
 CY0822  NGVD 29 (??/??/92) 1301.403  (m)         4269.69   (f) ADJ UNCH    2 0
 CY0822
 CY0822.Superseded values are not recommended for survey control.
 CY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0822.See file dsdata.txt to determine how the superseded data were derived.
 CY0822
 CY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0217544926(NAD 83)
 CY0822_MARKER: DS = TRIANGULATION STATION DISK
 CY0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0822+STABILITY: SURFACE MOTION
 CY0822
 CY0822  HISTORY     - Date     Condition        Report By
 CY0822  HISTORY     - 1945     MONUMENTED       CGS
 CY0822  HISTORY     - 1982     GOOD             AZDT
 CY0822  HISTORY     - 19920401 GOOD             NGS
 CY0822
 CY0822                          STATION DESCRIPTION
 CY0822
 CY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0822'STATION IS LOCATED AT THE COCHISE AIRPORT ABOUT 5-1/2 MILES
 CY0822'S OF COCHISE AND 3-1/2 MILES E OF THE MANZORO RAILROAD FLAG
 CY0822'STATION.
 CY0822'
 CY0822'TO REACH THE STATION FROM THE RAILROAD STATION IN COCHISE AT
 CY0822'THE SIGN DOUGLAS AND BISBEE, GO SE ON THE DOUGLAS ROAD (U.S.
 CY0822'HIGHWAY 666) FOR 6.0 MILES TO A SIDE ROAD RIGHT AND STATION TEE
 CY0822'1935 ON THE LEFT.  TURN RIGHT AND GO 2.1 MILES TO A CROSS ROAD
 CY0822'AND AIR BEACON ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.15
 CY0822'MILE TO STATION ON THE LEFT.
 CY0822'
 CY0822'STATION IS LOCATED 644 FEET W OF THE AIR BEACON AT THE COCHISE
 CY0822'AIRPORT, 247-1/2 FEET E OF A CORNER IN THE AIRPORT FENCE (ALONG
 CY0822'THE N SIDE OF THE AIRPORT), 24 FEET S OF THE CENTER OF THE GRADED
 CY0822'E-W ROAD, 14 FEET NNW OF A 4 INCH SQUARE WHITE WITNESS POST
 CY0822'FASTENED TO THE N AIRPORT FENCE, AND 12 FEET N OF THIS FENCE.
 CY0822'IT IS MARKED BY A BRONZE STATION DISK STAMPED COAIR 1945 AND
 CY0822'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CY0822'3 INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS A BRONZE
 CY0822'STATION DISK SET IN CONCRETE 36 INCHES BELOW THE SURFACE OF
 CY0822'THE GROUND.
 CY0822'
 CY0822'REFERENCE MARK 1 IS N OF THE STATION AND AT ABOUT THE SAME
 CY0822'LEVEL.  IT IS 1 FOOT S OF THE FENCE ON THE N SIDE OF THE
 CY0822'GRADED E-W ROAD.  IT IS A BRONZE REFERENCE DISK STAMPED
 CY0822'COAIR NO 1 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE
 CY0822'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CY0822'
 CY0822'REFERENCE MARK 2 IS W OF THE STATION AND AT ABOUT THE SAME LEVEL.
 CY0822'IT IS 10 FEET N OF AN E-W AIRPORT BOUNDARY FENCE.  IT IS A
 CY0822'BRONZE REFERENCE DISK STAMPED COAIR NO 2 1945 AND IS SET IN
 CY0822'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 CY0822'ABOVE THE GROUND.
 CY0822'
 CY0822'AZIMUTH MARK IS LOCATED 1-1/2 MILES S OF THE STATION.  TO
 CY0822'REACH FROM THE CROSSROADS (AT THE AIR BEACON), GO S ON THE
 CY0822'GRADED ROAD FOR 1.5 MILES TO AZIMUTH MARK ON THE RIGHT (W).
 CY0822'THE AZIMUTH MARK IS 34 FEET W OF THE CENTER OF THE N-S GRADED
 CY0822'ROAD AND 15 FEET NNW OF A 4 INCH SQUARE WHITE WITNESS POST
 CY0822'WHICH IS FASTENED TO A FENCE CORNER POST.  IT IS A BRONZE
 CY0822'AZIMUTH DISK STAMPED COAIR 1945 AND IS SET IN A DRILL HOLE
 CY0822'IN THE N END OF THE W CONCRETE WALL OF A CATTLEGUARD PIT.
 CY0822
 CY0822                          STATION RECOVERY (1982)
 CY0822
 CY0822'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY0822'STATION IS LOCATED 6.5 MILES SOUTH SOUTHEAST OF COCHISE, ARIZONA.
 CY0822'
 CY0822'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 CY0822'DESTROYED.  REFERENCE MARK 3 WAS SET IN THE TOP OF A ROUND CONCRETE
 CY0822'POST, STAMPED---COAIR NO 3 1945-1982---.  REFERENCE MARK 2 WAS FOUND
 CY0822'DISTRUBED AND A NEW MARK WAS SET IN A ROUND CONCRETE POST STAMPED---
 CY0822'COAIR 4 1945---.
 CY0822'
 CY0822'AZIMUTH MARK HAS BEEN DESTROYED, STATION CGS TEE CAN BE USED.
 CY0822'
 CY0822'THE AIRPORT HAS BEEN ABANDONED AND THE BUILDINGS DESTROYED OR REMOVED.
 CY0822'A NEW ROUTE OT THE STATION FOLLOWS.
 CY0822'
 CY0822'TO REACH FROM THE TRAFFIC INTERCHANGE OF I-10 AND U.S. HWY 666 TRAVEL
 CY0822'SOUTHEAST ON U.S. 666 FOR 11.1 MILES TO DRAGOON ROAD ON THE RIGHT.
 CY0822'TURN RIGHT AND TRAVEL 2.1 MILES TO A BLADED CROSS ROAD, CONTINUE 0.15
 CY0822'MILE TO THE STATION ON THE LEFT.
 CY0822
 CY0822                          STATION RECOVERY (1992)
 CY0822
 CY0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (SRD)
 CY0822'AIRPORT AND  BEACON NO LONGER EXIST.  NEW ROAD IS NOW PAVED (666 TO
 CY0822'DRAGOON ROAD) .  DISK IS THOUGHT TO BE THE UNDERGROUND DISK AS IT
 CY0822'FALLS IN BORROW DITCH AND IS NOW 1 FT BELOW GROUND LEVEL.  RM 1 AND
 CY0822'4X4 POST ARE STILL IN PLACE.  I DRIVE A 5/8X18 IN REBAR AT AN ANGLE
 CY0822'ABOVE CAP SO IT MAYBE FOUND WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0570 ***********************************************************************
 FQ0570  DESIGNATION -  COAL
 FQ0570  PID         -  FQ0570
 FQ0570  STATE/COUNTY-  AZ/COCONINO
 FQ0570  USGS QUAD   -  APPALOOSA RIDGE (1969)
 FQ0570
 FQ0570                         *CURRENT SURVEY CONTROL
 FQ0570  ___________________________________________________________________
 FQ0570* NAD 83(1992)-  35 59 39.39569(N)    111 00 55.05298(W)     ADJUSTED  
 FQ0570* NAVD 88     -      1827.52   (+/-2cm)    5995.8    (feet)  VERTCON   
 FQ0570  ___________________________________________________________________
 FQ0570  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FQ0570  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0570
 FQ0570  HORZ ORDER  -  FIRST
 FQ0570  VERT ORDER  -  THIRD ? (See Below)
 FQ0570
 FQ0570.The horizontal coordinates were established by classical geodetic methods
 FQ0570.and adjusted by the National Geodetic Survey in August 1993..
 FQ0570
 FQ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0570.The vertical order pertains to the NGVD 29 superseded value.
 FQ0570
 FQ0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0570
 FQ0570.The geoid height was determined by GEOID03.
 FQ0570
 FQ0570;                    North         East     Units Scale Factor Converg.
 FQ0570;SPC AZ C     -   554,253.608   294,630.010   MT  0.99998136   +0 31 47.2
 FQ0570;SPC AZ C     - 1,818,417.35    966,633.89   iFT  0.99998136   +0 31 47.2
 FQ0570;UTM  12      - 3,983,313.751   498,621.624   MT  0.99960002   -0 00 32.4
 FQ0570
 FQ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0570!SPC AZ C     -   0.99971686  x   0.99998136  =   0.99969822
 FQ0570!UTM  12      -   0.99971686  x   0.99960002  =   0.99931699
 FQ0570
 FQ0570|---------------------------------------------------------------------|
 FQ0570| PID    Reference Object                     Distance      Geod. Az  |
 FQ0570|                                                           dddmmss.s |
 FQ0570| CH2934 COAL RM 1                             6.010 METERS 16929     |
 FQ0570| CH2935 COAL RM 2                             8.406 METERS 25645     |
 FQ0570| CH2933 COAL AZ MK                                         2913055.3 |
 FQ0570|---------------------------------------------------------------------|
 FQ0570
 FQ0570                          SUPERSEDED SURVEY CONTROL
 FQ0570
 FQ0570  NAD 83(1986)-  35 59 39.39737(N)    111 00 55.05127(W) AD(       ) 1
 FQ0570  NAD 27      -  35 59 39.40500(N)    111 00 52.54800(W) AD(       ) 1
 FQ0570  NGVD 29 (07/19/86) 1826.57   (m)         5992.7    (f) LEVELING    3  
 FQ0570
 FQ0570.Superseded values are not recommended for survey control.
 FQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0570.See file dsdata.txt to determine how the superseded data were derived.
 FQ0570
 FQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9862283314(NAD 83)
 FQ0570_MARKER: DS = TRIANGULATION STATION DISK
 FQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0570
 FQ0570  HISTORY     - Date     Condition        Report By
 FQ0570  HISTORY     - 1951     MONUMENTED       CGS
 FQ0570  HISTORY     - 1955     GOOD             CGS
 FQ0570
 FQ0570                          STATION DESCRIPTION
 FQ0570
 FQ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0570'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES SOUTHEAST OF TUBA
 FQ0570'CITY, ALONG THE TUBA CITY-ORAIBI HIGHWAY.  IT IS ON THE MESA
 FQ0570'ALONG THE SOUTH SIDE OF COAL CANYON.
 FQ0570'
 FQ0570'TO REACH FROM TUBA CITY, GO EAST FROM THE U.S. POST OFFICE AND
 FQ0570'TRADING POST FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 FQ0570'GO 0.8 MILE TO A FORK, TAKE THE LEFT FORK EAST AND SOUTHEAST FOR
 FQ0570'17.0 MILES TO A FORK.  TAKE THE LEFT FORK (OLD HIGHWAY) AND
 FQ0570'GO 0.1 MILE TO A LOW SAND HILL ON THE LEFT AND THE STATION.
 FQ0570'
 FQ0570'STATION MARK, STAMPED COAL 1951, IS A STANDARD DISK SET IN THE
 FQ0570'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FQ0570'
 FQ0570'REFERENCE MARK NUMBER 1, STAMPED COAL NO 1 1951, IS A STANDARD
 FQ0570'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FQ0570'PROJECTS 5 INCHES AND IS 10 INCHES LOWER IN ELEVATION THAN THE
 FQ0570'STATION.
 FQ0570'
 FQ0570'REFERENCE MARK NUMBER 2, STAMPED COAL NO 2 1951, IS A STANDARD
 FQ0570'DISK CEMENTED IN A DRILL HOLE IN A 12 BY 24 INCH BOULDER THAT
 FQ0570'IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 FQ0570'
 FQ0570'AZIMUTH MARK, STAMPED COAL 1951, IS A STANDARD DISK CEMENTED
 FQ0570'IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT PROJECTS 1 FOOT
 FQ0570'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO WEST, TOWARDS
 FQ0570'TUBA CITY, FOR 2.4 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH
 FQ0570'MARK.  IT IS 80 FEET SOUTHWEST OF THE INTERSECTION OF THE
 FQ0570'HIGHWAY AND THE SIDE ROAD AND 100 FEET WEST OF THE CENTERLINE
 FQ0570'OF THE SIDE ROAD.
 FQ0570'
 FQ0570'BM H63 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 10
 FQ0570'INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS
 FQ0570'STAMPED H 63 1934.  IT IS ABOUT 15 FEET SOUTH OF THE OLD
 FQ0570'HIGHWAY.
 FQ0570'
 FQ0570'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FQ0570
 FQ0570                          STATION RECOVERY (1955)
 FQ0570
 FQ0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0570'THE STATION MARK, TWO REFERENCE MARKS AND THE AZIMUTH MARK
 FQ0570'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951.  THE
 FQ0570'DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1978 ***********************************************************************
 DU1978  DESIGNATION -  COAL
 DU1978  PID         -  DU1978
 DU1978  STATE/COUNTY-  AZ/PINAL
 DU1978  USGS QUAD   -  JERUSALEM MTN (1968)
 DU1978
 DU1978                         *CURRENT SURVEY CONTROL
 DU1978  ___________________________________________________________________
 DU1978* NAD 83(1992)-  33 05 40.19421(N)    110 34 31.02049(W)     ADJUSTED  
 DU1978* NAVD 88     -      1613.5    (meters)    5294.     (feet)  VERTCON   
 DU1978  ___________________________________________________________________
 DU1978  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DU1978  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DU1978
 DU1978  HORZ ORDER  -  FIRST
 DU1978
 DU1978.The horizontal coordinates were established by classical geodetic methods
 DU1978.and adjusted by the National Geodetic Survey in August 1993..
 DU1978
 DU1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1978
 DU1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1978
 DU1978.The geoid height was determined by GEOID03.
 DU1978
 DU1978;                    North         East     Units Scale Factor Converg.
 DU1978;SPC AZ C     -   233,031.280   338,574.902   MT  1.00009326   +0 43 57.1
 DU1978;SPC AZ C     -   764,538.32  1,110,810.05   iFT  1.00009326   +0 43 57.1
 DU1978;UTM  12      - 3,661,843.332   539,633.048   MT  0.99961937   +0 13 54.9
 DU1978
 DU1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1978!SPC AZ C     -   0.99975106  x   1.00009326  =   0.99984430
 DU1978!UTM  12      -   0.99975106  x   0.99961937  =   0.99937053
 DU1978
 DU1978:                Primary Azimuth Mark                     Grid Az
 DU1978:SPC AZ C     -  COOLIDGE                                 048 51 24.0
 DU1978:UTM  12      -  COOLIDGE                                 049 21 26.2
 DU1978
 DU1978|---------------------------------------------------------------------|
 DU1978| PID    Reference Object                     Distance      Geod. Az  |
 DU1978|                                                           dddmmss.s |
 DU1978| DU1977 COOLIDGE                            APPROX. 8.8 KM 0493521.1 |
 DU1978| CD1824 COAL RM 2                             4.104 METERS 11548     |
 DU1978| CD1823 COAL RM 1                             2.908 METERS 19208     |
 DU1978|---------------------------------------------------------------------|
 DU1978
 DU1978                          SUPERSEDED SURVEY CONTROL
 DU1978
 DU1978  NAD 83(1986)-  33 05 40.19074(N)    110 34 31.01951(W) AD(       ) 1
 DU1978  NAD 27      -  33 05 39.96100(N)    110 34 28.65300(W) AD(       ) 1
 DU1978  NGVD 29 (07/19/86) 1612.9    (m)         5292.     (f) VERT ANG       
 DU1978
 DU1978.Superseded values are not recommended for survey control.
 DU1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1978.See file dsdata.txt to determine how the superseded data were derived.
 DU1978
 DU1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3963361843(NAD 83)
 DU1978_MARKER: N = NAIL
 DU1978_SETTING: 66 = SET IN ROCK OUTCROP
 DU1978_SP_SET: SET IN BEDROCK
 DU1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1978+STABILITY: POSITION/ELEVATION WELL
 DU1978
 DU1978  HISTORY     - Date     Condition        Report By
 DU1978  HISTORY     - 1900     MONUMENTED       USGS
 DU1978  HISTORY     - 1948     GOOD             USGS
 DU1978
 DU1978                          STATION DESCRIPTION
 DU1978
 DU1978'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU1978'LOCATED 18 MI  NE. OF DUDLEYVILLE, ABOUT 15 MI SE. OF SAN CARLOS,
 DU1978'6 MI N. OF MANNINGO RANCH ON DEER CREEK, 3 MI NE. OF LOWER COAL
 DU1978'FIELDS.  ON SUMMIT OF LIMESTONE DIVIDE BETWEEN GILA RIVER AND DEER
 DU1978'CREEK.
 DU1978'
 DU1978'TO REACH FROM DUDLEYVILLE, TAKE OLD INDIAN TRAIL TO SAN CARLOS
 DU1978'WHICH CROSSES RIDGE 0.25 MI W. OF STATION.
 DU1978'
 DU1978'STATION MARK--NAIL CEMENTED IN DRILL HOLE IN SOLID ROCK CENTERED
 DU1978'UNDER ROCK MONUMENT.
 DU1978'
 DU1978'RMS--NONE SET.
 DU1978
 DU1978                          STATION RECOVERY (1948)
 DU1978
 DU1978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (DHK)
 DU1978'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHWEST OF COOLIDGE
 DU1978'DAM AND 4 MILES AIRLINE SOUTH OF BOWMANS HOOK AND LINE RANCH ON
 DU1978'THE HIGHEST POINT OF JERUSALEM MOUNTAIN.  THE STATION MARK IS A
 DU1978'NAIL SET IN CONCRETE IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 DU1978'6 INCHES.
 DU1978'
 DU1978'REFERENCE MARK NO. 1 IS A GEOLOGICAL SURVEY REFERENCE DISK SET
 DU1978'IN A BOULDER WHICH IS 15 INCHES LOWER THAN THE STATION MARK,
 DU1978'PROJECTS 18 INCHES AND IS STAMPED, COAL N 1 1936.
 DU1978'
 DU1978'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 2 FEET, IS 6
 DU1978'INCHES LOWER THAN THE STATION MARK AND IS STAMPED, COAL USGS NO
 DU1978'2 1945.
 DU1978'
 DU1978'AN AZIMUTH MARK WAS APPARENTLY SET AT THE TIME REFERENCE MARK NO.
 DU1978'2 WAS SET BUT COULD NOT BE FOUND WHEN STATION WAS OCCUPIED.
 DU1978'
 DU1978'TO REACH THE STATION FROM THE NORTHWEST END OF COOLIDE DAM, GO
 DU1978'SOUTHWEST ON A DIRT ROAD 0.65 MILE TO A ROAD RIGHT.  TURN RIGHT,
 DU1978'GO 2.9 MILS TO A CATTLE GUARD IN A SADDLE.  CONTINUE 0.6 MILE TO A
 DU1978'GATE.  PASS THROUGH GATE, GO 2.0 MILES TO A BRIDGE OVER THE GILA
 DU1978'RIVER.  CROSS BRIDGE, GO 0.6 MILE TO BOWMANS RANCH AND END OF
 DU1978'TRUCK TRAVEL.  FROM CORRALS AT RANCH GO EASTERLY 100 YARDS TO A
 DU1978'TRAIL.  FOLLOW TRAIL, UP RIDGE, SOUTHERLY ABOUT 2-1/4 MILES TO
 DU1978'A CAIRN ON LEFT JUST AFTER CROSSING A DEEP, WIDE WASH, LEAVE
 DU1978'MAIN TRAIL, FOLLOW RIDGES SOUTHERLY ABOUT 2 MILS TO BASE OF
 DU1978'LIMESTONE CLIFF.  CLIMB TO TOP OF RIDGE ABOVE CLIFF, THEN WALK
 DU1978'SOUTHEAST TO HIGHEST POINT AND STATION.  A 5 HOUR PACK.  PACK
 DU1978'AND SADDLE STOCK WAS AVAILABLE AT BOWMANS RANCH IN 1948.
 DU1978'FOLLOW THE SAME ROUTE MENTIONED ABOVE TO THE LIMESTONE CLIFF
 DU1978'THEN PASS TO RIGHT OF CLIFF, GO DOWN RIDGE TO BOTTOM OF
 DU1978'CANYON--FOLLOW CANYON TO HEAD THEN UP RIDGE EASTSERLY AND
 DU1978'NORTHEASTERLY TO HIGHEST POINT AND STATION.  A 3 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0632 ***********************************************************************
 GP0632  FBN         -  This is a Federal Base Network Control Station.
 GP0632  DESIGNATION -  COAL MINE
 GP0632  PID         -  GP0632
 GP0632  STATE/COUNTY-  AZ/NAVAJO
 GP0632  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0632
 GP0632                         *CURRENT SURVEY CONTROL
 GP0632  ___________________________________________________________________
 GP0632* NAD 83(1992)-  36 32 44.59270(N)    110 29 38.20441(W)     ADJUSTED  
 GP0632* NAVD 88     -      2233.6    (meters)    7328.     (feet)  GPS OBS   
 GP0632  ___________________________________________________________________
 GP0632  X           -  -1,796,738.984 (meters)                     COMP
 GP0632  Y           -  -4,807,145.168 (meters)                     COMP
 GP0632  Z           -   3,778,329.566 (meters)                     COMP
 GP0632  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 GP0632  ELLIP HEIGHT-        2213.14  (meters)          (09/30/99) GPS OBS
 GP0632  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 GP0632
 GP0632  HORZ ORDER  -  A
 GP0632  ELLP ORDER  -  THIRD     CLASS I
 GP0632
 GP0632.The horizontal coordinates were established by GPS observations
 GP0632.and adjusted by the National Geodetic Survey in September 1992..
 GP0632
 GP0632.The orthometric height was determined by GPS observations and a
 GP0632.high-resolution geoid model.
 GP0632
 GP0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0632
 GP0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0632
 GP0632.The ellipsoidal height was determined by GPS observations
 GP0632.and is referenced to NAD 83.
 GP0632
 GP0632.The geoid height was determined by GEOID03.
 GP0632
 GP0632;                    North         East     Units Scale Factor Converg.
 GP0632;SPC AZ E     -   615,112.000   184,058.845   MT  0.99991057   -0 11 41.6
 GP0632;SPC AZ E     - 2,018,083.99    603,867.60   iFT  0.99991057   -0 11 41.6
 GP0632;UTM  12      - 4,044,598.673   545,293.344   MT  0.99962527   +0 18 04.8
 GP0632
 GP0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0632!SPC AZ E     -   0.99965279  x   0.99991057  =   0.99956339
 GP0632!UTM  12      -   0.99965279  x   0.99962527  =   0.99927819
 GP0632
 GP0632|---------------------------------------------------------------------|
 GP0632| PID    Reference Object                     Distance      Geod. Az  |
 GP0632|                                                           dddmmss.s |
 GP0632| CD3275 COAL MINE RM 3                       25.200 METERS 02440     |
 GP0632| CD3273 COAL MINE RM 1                       25.390 METERS 02521     |
 GP0632| GP0633 PEABODY MICROWAVE TOWER              93.736 METERS 22258     |
 GP0632| CD3274 COAL MINE RM 2                       17.732 METERS 31456     |
 GP0632| CD3276 COAL MINE RM 4                       18.185 METERS 31456     |
 GP0632| CD3271 COAL MINE AZ MK                                    3161859.0 |
 GP0632| CD3272 COAL MINE AZ MK 2                                  3421304.9 |
 GP0632|---------------------------------------------------------------------|
 GP0632
 GP0632                          SUPERSEDED SURVEY CONTROL
 GP0632
 GP0632  NAD 83(1992)-  36 32 44.59260(N)    110 29 38.20143(W) AD(       ) B
 GP0632  ELLIP H (09/30/92) 2213.19   (m)                       GP(       ) 2 1
 GP0632  NAD 83(1986)-  36 32 44.59260(N)    110 29 38.20143(W) AD(       ) 1
 GP0632  NAD 27      -  36 32 44.59700(N)    110 29 35.69100(W) AD(       ) 1
 GP0632  NGVD 29 (07/19/86) 2234.8    (m)         7332.     (f) VERT ANG       
 GP0632
 GP0632.Superseded values are not recommended for survey control.
 GP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0632.See file dsdata.txt to determine how the superseded data were derived.
 GP0632
 GP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4529344599(NAD 83)
 GP0632_MARKER: DS = TRIANGULATION STATION DISK
 GP0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0632_SP_SET: CONCRETE POST
 GP0632_STAMPING: COAL MINE 1951
 GP0632_MARK LOGO: CGS   
 GP0632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0632+STABILITY: SURFACE MOTION
 GP0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0632+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1999
 GP0632
 GP0632  HISTORY     - Date     Condition        Report By
 GP0632  HISTORY     - 1951     MONUMENTED       CGS
 GP0632  HISTORY     - 1951     GOOD             CGS
 GP0632  HISTORY     - 1965     GOOD             CGS
 GP0632  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GP0632  HISTORY     - 1970     GOOD             USGS
 GP0632  HISTORY     - 19920203 GOOD             NGS
 GP0632  HISTORY     - 19950923 GOOD             NGS
 GP0632  HISTORY     - 19981118 GOOD             NGS
 GP0632  HISTORY     - 19990316 GOOD             NGS
 GP0632  HISTORY     - 19990625 GOOD             NGS
 GP0632
 GP0632                          STATION DESCRIPTION
 GP0632
 GP0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0632'THE STATION IS LOCATED ON THE WEST RIM OF BLACK MESA.  IT IS
 GP0632'ABOUT 18 MILES SOUTH WEST OF KAYENTA, ABOUT 20 MILES NORTHEAST
 GP0632'OF THE COW SPRINGS TRADING POST AND ABOUT 2-1/2 MILES EAST
 GP0632'OF THE TUBA CITY-KAYENTA GRADED ROAD.
 GP0632'
 GP0632'THE STATION IS A STANDARD DISK STAMPED COAL MINE 1951 SET
 GP0632'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GP0632'ABOUT 4 INCHES.  IT IS ABOUT 80 FEET WEST OF THE CENTER
 GP0632'LINE OF THE MALONEY COAL MINE ROAD.  ABOUT 100 FEET EAST OF
 GP0632'THE WEST RIM OF THE MESA AND ABOUT 4 FEET WEST-SOUTHWEST OF
 GP0632'A WHITE WITNESS POST.
 GP0632'
 GP0632'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COAL
 GP0632'MINE NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0632'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 18 INCHES LOWER
 GP0632'THAN THE STATION.  IT IS ABOUT 40 FEET EAST OF THE WEST RIM
 GP0632'OF THE MESA.
 GP0632'
 GP0632'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COAL
 GP0632'MINE NO 2 1951 SET IN DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0632'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 18 INCHES
 GP0632'LOWER THAN THE STATION.  IT IS ABOUT 30 FEET EAST OF THE
 GP0632'WEST RIM OF THE MESA.
 GP0632'
 GP0632'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COAL MINE 1951
 GP0632'SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 GP0632'ABOUT 18 INCHES.  IT IS ABOUT 15 FEET SOUTH OF THE CENTER
 GP0632'LINE OF THE MALONEY COAL MINE ROAD.
 GP0632'
 GP0632'TO REACH THE STATION FROM THE POST OFFICE IN KAYENTA, GO
 GP0632'SOUTH FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST
 GP0632'TOWARD TUBA CITY FOR 0.15 MILE.  TAKE THE RIGHT FORK AS PER
 GP0632'SIGN TUBA CITY 74 AND GO EAST ON THE MAIN TRAVELED ROAD FOR
 GP0632'19.7 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ON TO THE
 GP0632'SIDE ROAD AT A SIGN MALONEY COAL CO. AND GO SOUTHWEST AND SOUTH
 GP0632'UP THE HILL FOR 0.7 MILE TO A POINT WHERE THE ROAD TURNS
 GP0632'FROM WEST TO SOUTH AND THE AZIMUTH MARK.  CONTINUE AHEAD ON
 GP0632'THE DIRT ROAD FOR 1.4 MILES TO THE TOP OF THE MESA.  CONTINUE
 GP0632'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST
 GP0632'SIDE OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1951)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GP0632'RECOVERED IN GOOD CONDITION.
 GP0632
 GP0632                          STATION RECOVERY (1965)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GP0632'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GP0632'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS
 GP0632'NOT RECOVERED DUE TO NEW ROAD CONSTRUCTION.  A NEW DESCRIPTION
 GP0632'ON HOW TO REACH THE STATION FOLLOWS.
 GP0632'
 GP0632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 464
 GP0632'AND 64 ABOUT 1 MILE SOUTH OF KAYENTA, GO SOUTHWEST ON STATE
 GP0632'HIGHWAY 64 FOR 18.9 MILES.  TURN LEFT OFF THE HIGHWAY ONTO
 GP0632'A DIRT SIDE ROAD AND GO EAST FOR 1.8 MILES TO THE TOP OF THE
 GP0632'RIDGE AND A RADIO MAST ON THE LEFT.  CONTINUE EAST ON THE
 GP0632'DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT, ABOUT 80
 GP0632'FEET NORTHWEST OF THE CENTER OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1969)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EHT)
 GP0632'COAL MINE AZIMUTH--TO REACH FROM THE JUNCTION OF STATE ROUTES 464 AND
 GP0632'164 AT KAYENTA, GO WEST ON RT. 164 FOR 19.0 MILES TO THE NAVAJO
 GP0632'NATIONAL MONUMENT ROAD, TURN RIGHT ON THE MONUMENT ROAD
 GP0632'FOR 0.35 MILE TO THE FIRST NOTABLE OUTCROP OF BEDROCK ON THE
 GP0632'RIGHT AND THE STATION LOCATION.
 GP0632'
 GP0632'THE STATION IS A STANDARD USC AND GS AZIMUTH DISC STAMPED
 GP0632'COAL MINE 1951-1969 COUNTER SUNK IN THE BEDROCK, 36 FT EAST
 GP0632'OF THE EAST CURB OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1970)
 GP0632
 GP0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0632'INSTRUMENT STAND 7.5 FT ABOVE STATION MARK.
 GP0632'
 GP0632'TO REACH FROM KAYENTA DRIVE E. ON PAVED RD. TO U.S. HIGHWAY
 GP0632'164.  TURN RIGHT ON U.S. 164, FOR 19.7 MI TO CROSSROAD TO
 GP0632'NAVAJO NATIONAL MONUMENT AND PEABODY COAL MINE.  TURN LEFT
 GP0632'(E.) FOR 1.8 MI ON NEW GRAVELED RD. TO REVERSE Y-RD. AT RIM
 GP0632'OF BLACK MESA.  TURN RIGHT TOWARD LARGE MICROWAVE TOWER FOR 0.3
 GP0632'MI TO STATION ABOUT 70 FT W. OF RD. NEAR N. ANCHOR OF MICROWAVE
 GP0632'TOWER.
 GP0632'
 GP0632'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 GP0632'NO. 1 AND NO. 2 NOT FOUND, R.M. NO. 3 AND R.M. NO. 4 WERE
 GP0632'SET IN ABOUT THE SAME LOCATION.
 GP0632'
 GP0632'REFERENCE MARK NO. 3--STANDARD BRONZE TABLET STAMPED NO 3
 GP0632'1970 CEMENTED INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0632'
 GP0632'REFERENCE MARK NO. 4--STANDARD BRONZE TABLET STAMPED NO 4
 GP0632'1970 CEMENTED INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0632'
 GP0632'AZIMUTH MARK FOUND IN GOOD CONDITION, ABOUT 0.25 MI W. OF
 GP0632'U.S. HIGHWAY 164 AND 70 FT N. OF NAVAJO NATIONAL MONUMENT
 GP0632'RD.
 GP0632
 GP0632                          STATION RECOVERY (1992)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GP0632'THE STATION IS LOCATED ABOUT 29 KM (18.0 MI) SOUTHWEST OF KENYENTA,
 GP0632'3.2 KM (2.0 MI) SOUTHEAST OF U.S. HIGHWAY 160, ON THE WEST RIM OF
 GP0632'BLACK MESA, NEAR THE NORTH GUY ANCHOR OF THE MOST NORTHERLY ONE OF
 GP0632'TWO MICROWAVE TOWERS.  OWNERSHIP--UNKNOWN.
 GP0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564 (ROAD LEADS NORTH TO THE NAVAJO NATIONAL MONUMENT),
 GP0632'LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF KENYENTA, GO EAST UPHILL
 GP0632'ON AN ASPHALT ROAD FOR 3.2 KM (2.0 MI) TO A GRAVEL ROAD ON THE RIGHT
 GP0632'LEADING TO TWO MICROWAVE TOWERS.  TURN SHARP RIGHT, SOUTHERLY, ON A
 GP0632'GRAVEL ROAD TOWARDS MICROWAVE TOWERS FOR 0.48 KM (0.30 MI) TO A TRACK
 GP0632'ROAD ON THE RIGHT, JUST PAST A FORTY FOOT HIGH TOWER WITH THREE
 GP0632'DISHES ATTACHED AND THE STATION ON THE RIGHT.
 GP0632'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GP0632'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 30 M (98.4 FT) EAST OF
 GP0632'THE WEST RIM OF THE MESA, 29.7 M (97.4 FT) SOUTH OF THE SOUTHWEST
 GP0632'CORNER FENCE POST OF A SECURITY FENCE, 26.2 M (86.0 FT) WEST OF THE
 GP0632'CENTER OF THE GRAVEL ROAD, 10.4 M (34.1 FT) EAST OF THE MOST
 GP0632'NORTHERLY ONE OF MANY GUY ANCHORS FOR THE NORTH MICROWAVE TOWER, 2.7
 GP0632'M (8.9 FT) EAST OF A TRACK ROAD AND 0.31 M (1.02 FT) NORTH OF A
 GP0632'FIBERGLASS WITNESS POST.
 GP0632
 GP0632                          STATION RECOVERY (1995)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
 GP0632
 GP0632                          STATION RECOVERY (1998)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GP0632'THE STATION IS LOCATED 29.0 KM (18.00 MI) SOUTHWEST OF KAYENTA, 3.0 KM
 GP0632'(1.85 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564, ON THE WEST RIM OF BLACK MESA ABOUT 30.48 M (100.00 FT)
 GP0632'SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A 12.2 M
 GP0632'(40.0 FT) HIGH TOWER WITH 7 MICROWAVE DISHES ATTACHED AND EAST OF THE
 GP0632'NORTH GUY WIRE ANCHOR FOR THE NORTH ONE OF 2 MICROWAVE TOWERS.  TO
 GP0632'REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564 (HIGHWAY LEADING TO THE NAVAJO NATIONAL MONUMENT), AND A
 GP0632'PAVED ROAD LEADING SOUTHEASTERLY UPHILL TO BLACK MESA, LOCATED ABOUT
 GP0632'29.0 KM (18.00 MI) SOUTHWEST OF KAYENTA, GO SOUTHEASTERLY ON INDIAN
 GP0632'ROUTE 41 FOR 2.98 KM (1.85 MI) TO THE JUNCTION OF A DIRT ROAD ON THE
 GP0632'RIGHT AT A STOP SIGN, (THIS ROAD IS ALSO 0.16 KM (0.10 MI) NORTHWEST
 GP0632'OF MILEPOST 2), TAKE A VERY SHARP RIGHT TURN, SOUTHERLY AND UPHILL AND
 GP0632'GO 0.48 KM (0.30 MI) TO A TRACK ROAD ON THE SOUTH SIDE OF A CHAIN LINK
 GP0632'FENCE AROUND A 12.2 M (40.0 FT) HIGH TOWER WITH 7 MICROWAVE DISHES
 GP0632'ATTACHED.  TURN RIGHT, NORTHWEST ON THE TRACK ROAD FOR ABOUT 22.86 M
 GP0632'(75.00 FT) TO THE STATION ON THE LEFT.  THE STATION IS A US COAST AND
 GP0632'GEODETIC TRIANGULATION DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GP0632'10 CM ABOVE GROUND.  IT IS 30.03 M (98.52 FT) EAST OF THE WEST RIM OF
 GP0632'THE MESA, 29.29 M (96.10 FT) SOUTH OF THE SOUTHWEST CORNER POST OF THE
 GP0632'CHAIN LINK FENCE AROUND THE TOWER, 26.2 M (86.0 FT) WEST OF THE CENTER
 GP0632'OF THE DIRT ROAD, 2.7 M (8.9 FT) EAST OF THE CENTER OF THE TRACK ROAD
 GP0632'AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 GP0632
 GP0632                          STATION RECOVERY (1999)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
 GP0632
 GP0632                          STATION RECOVERY (1999)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1190 ***********************************************************************
 CY1190  DESIGNATION -  COCHISE
 CY1190  PID         -  CY1190
 CY1190  STATE/COUNTY-  AZ/COCHISE
 CY1190  USGS QUAD   -  COCHISE (1985)
 CY1190
 CY1190                         *CURRENT SURVEY CONTROL
 CY1190  ___________________________________________________________________
 CY1190* NAD 83(1992)-  32 06 58.34321(N)    109 57 25.76385(W)     ADJUSTED  
 CY1190* NAVD 88     -      1412.3    (meters)    4634.     (feet)  VERTCON   
 CY1190  ___________________________________________________________________
 CY1190  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CY1190  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1190
 CY1190  HORZ ORDER  -  FIRST
 CY1190
 CY1190.The horizontal coordinates were established by classical geodetic methods
 CY1190.and adjusted by the National Geodetic Survey in August 1993..
 CY1190
 CY1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1190
 CY1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1190
 CY1190.The geoid height was determined by GEOID03.
 CY1190
 CY1190;                    North         East     Units Scale Factor Converg.
 CY1190;SPC AZ E     -   123,770.832   233,130.294   MT  0.99990482   +0 06 41.0
 CY1190;SPC AZ E     -   406,072.28    764,863.17   iFT  0.99990482   +0 06 41.0
 CY1190;UTM  12      - 3,553,792.433   598,380.073   MT  0.99971936   +0 33 16.1
 CY1190
 CY1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1190!SPC AZ E     -   0.99978256  x   0.99990482  =   0.99968740
 CY1190!UTM  12      -   0.99978256  x   0.99971936  =   0.99950198
 CY1190
 CY1190|---------------------------------------------------------------------|
 CY1190| PID    Reference Object                     Distance      Geod. Az  |
 CY1190|                                                           dddmmss.s |
 CY1190| CC7179 COCHISE RM 1                          7.252 METERS 03428     |
 CY1190| CF0325 PHOENIX EL PASO AWY BCN T 5         APPROX.63.5 KM 1022516.5 |
 CY1190| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.36.5 KM 1090951.6 |
 CY1190| CC7180 COCHISE RM 2                         10.914 METERS 14952     |
 CY1190| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX. 9.7 KM 1562002.3 |
 CY1190| CZ1784 JOHNSON CAIRN                       APPROX.13.0 KM 2675750.1 |
 CY1190| CC7178 COCHISE AZ MK                                      3110104.2 |
 CY1190|---------------------------------------------------------------------|
 CY1190
 CY1190                          SUPERSEDED SURVEY CONTROL
 CY1190
 CY1190  NAD 83(1986)-  32 06 58.33608(N)    109 57 25.76147(W) AD(       ) 1
 CY1190  NAD 27      -  32 06 58.05300(N)    109 57 23.51500(W) AD(       ) 1
 CY1190  NGVD 29 (03/13/91) 1411.5    (m)         4631.     (f) VERT ANG       
 CY1190
 CY1190.Superseded values are not recommended for survey control.
 CY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1190.See file dsdata.txt to determine how the superseded data were derived.
 CY1190
 CY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9838053792(NAD 83)
 CY1190_MARKER: DS = TRIANGULATION STATION DISK
 CY1190_SETTING: 80 = SET IN A BOULDER
 CY1190_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CY1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1190+STABILITY: SURFACE MOTION
 CY1190
 CY1190  HISTORY     - Date     Condition        Report By
 CY1190  HISTORY     - 1935     MONUMENTED       CGS
 CY1190  HISTORY     - 1945     GOOD             CGS
 CY1190  HISTORY     - 1946     GOOD             CGS
 CY1190  HISTORY     - 1956     GOOD             USE
 CY1190  HISTORY     - 1960     GOOD             CGS
 CY1190  HISTORY     - 1972     GOOD             AZHD
 CY1190  HISTORY     - 1982     GOOD             AZDT
 CY1190
 CY1190                          STATION DESCRIPTION
 CY1190
 CY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1190'STATION IS LOCATED ON A LOW HILL COMPRISING THE SE EXTREMITY
 CY1190'OF THE RANGE OF HILLS 2 MILES DUE W OF COCHISE.
 CY1190'
 CY1190'REACHED FROM COCHISE AS FOLLOWS--FROM SIGN READING BENSON
 CY1190'30, WILLCOX 11, GO SW AS PER BENSON FOR 0.6 MILE, CROSS
 CY1190'RAILROAD TRACKS, CONTINUE ON MAIN ROAD 0.5 MILE, TURN W AS
 CY1190'PER SIGN NUTTALL RANCH, GO 1.5 MILES TO RANCH HOUSE, CONTINUE
 CY1190'STRAIGHT AHEAD FOR 0.10 MILE, TURN RIGHT (N) OFF ROAD AND GO
 CY1190'ACROSS COUNTY 1.1 MILES TO END OF TRUCK TRAVEL, THENCE N UP
 CY1190'HILL TO STATION.
 CY1190'
 CY1190'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1190'HOLES IN OUTCROPPING BEDROCK.
 CY1190
 CY1190                          STATION RECOVERY (1945)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1190'STATION IS ON A LOW HILL WHICH FORMS THE S EXTREMITY OF A
 CY1190'RANGE OF HILLS LOCATED 2 MILES W OF COCHISE.  ALL MARKS WERE
 CY1190'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO CHANGES
 CY1190'SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN, THE FOLLOWING
 CY1190'DIRECTIONS FOR REACHING THE STATION SHOULD SUPERSEDE THE
 CY1190'ORIGINAL DIRECTIONS.  NOTE ALSO THAT THE HORIZONTAL MEASURED
 CY1190'DISTANCES TO THE REFERENCE MARKS, AS GIVEN BELOW, DO NOT
 CY1190'CHECK WITH THE ORIGINAL MEASUREMENTS.
 CY1190'
 CY1190'TO REACH THE STATION FROM THE RAILROAD STATION IN COCHISE
 CY1190'AT THE SIGN WILLCOX 12 SAFFORD 67 LORDSBURG 89, GO SW 0.5
 CY1190'MILE TO A FORK, KEEP RIGHT FORK FOR 0.15 MILE TO THE RAILROAD
 CY1190'TRACKS, CROSS TRACKS AND GO 0.5 MILE TO A SIDE ROAD RIGHT.
 CY1190'HERE LEAVE THE MAIN ROAD AND TURN RIGHT ACROSS A CATTLE GUARD
 CY1190'AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.65 MILES TO A FORK,
 CY1190'KEEP LEFT (RIGHT FORK GOES TO RANCH HOUSE) AND GO 0.15 MILE
 CY1190'TO CATTLE GUARD, CROSS CATTLE GUARD AND TURN RIGHT ON A
 CY1190'TRACK ROAD.  CONTINUE FOR 1/4 MILE THEN TURN RIGHT (NE) CROSS
 CY1190'COUNTRY TOWARDS THE BASE OF THE MOST S OF TWO HILLS WHICH
 CY1190'ARE ABOUT 1-1/4 MILES NE.  AT THE END OF TRUCK TRAVEL PACK
 CY1190'NE FOR ABOUT 1/4 HOUR TO THE HIGHEST POINT AND THE
 CY1190'STATION.
 CY1190'
 CY1190'STATION MARK IS A BRONZE STATION DISK STAMPED COCHISE 1935
 CY1190'AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1190'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 23 FEET NNW OF THE
 CY1190'HIGHEST POINT OF THE HILL.
 CY1190'
 CY1190'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COCHISE
 CY1190'NO 1 1935 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1190'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS NE OF
 CY1190'THE STATION AND ABOUT 2-1/2 FEET LOWER.
 CY1190'
 CY1190'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COCHISE
 CY1190'NO 2 1935 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1190'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT IS SSE OF
 CY1190'THE STATION AND ABOUT 2 FEET HIGHER.
 CY1190'
 CY1190'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED COCHISE 1945
 CY1190'AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CY1190'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS NW OF THE
 CY1190'STATION ON TOP OF A RIDGE AND ABOUT 9 FEET NW OF A 4- BY 4-INCH
 CY1190'WHITE WITNESS POST.
 CY1190
 CY1190                          STATION RECOVERY (1946)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1190'THE STATION IS ON A LOW HILL WHICH FORMS THE S EXTREMITY OF A
 CY1190'RANGE OF HILLS LOCATED 2 MILES W OF COCHISE.  ALL MARKS WERE
 CY1190'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A BETTER ROUTE
 CY1190'TO STATION WAS DISCOVERED AND THE FOLLOWING DIRECTIONS SHOULD
 CY1190'SUPERSEDE THOSE OF THE 1945 RECOVERY NOTE.
 CY1190'
 CY1190'TO REACH FROM THE RAILROAD STATION IN COCHISE AT THE SIGN
 CY1190'WILLCOX 12 SAFFORD 67 LORDSBURG 89, GO SW 0.5 MILE TO A FORK.
 CY1190'TAKE RIGHT FORK, STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR
 CY1190'0.15 MILE TO WHERE ROAD CROSSES RAILROAD TRACKS.  CROSS
 CY1190'TRACKS AND CONTINUE 0.5 MILE TO A SIDE ROAD RIGHT.  TURN
 CY1190'RIGHT, CROSSING CATTLE GUARD AND GO 0.6 MILE TO GATE IN
 CY1190'FENCE LINE ON RIGHT, THE ONLY GATE ALONG THIS SECTION.  LEAVE
 CY1190'ROAD, PASSING THROUGH GATE AND GOING CROSS COUNTRY NNW TOWARD
 CY1190'WINDMILL (THE STATION CAN BE SEEN AS THE NEAREST PROMINENT
 CY1190'HILL IN LINE WITH WINDMILL) FOR 0.6 MILE TO A GATE.  PASS
 CY1190'THROUGH AND BEAR TO THE LEFT KEEPING CLEAR OF EXTREMELY
 CY1190'ROUGH GROUND NEAR WINDMILL, GO 0.6 MILE ALONG FENCE LINE TO
 CY1190'DEEP DITCH AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK
 CY1190'TOWARD AND UP NEAREST PROMINENT HILL TO TOP AND STATION
 CY1190'SITE.  A PACK OF 15 MINUTES.
 CY1190
 CY1190                          STATION RECOVERY (1956)
 CY1190
 CY1190'RECOVERY NOTE BY US ENGINEERS 1956
 CY1190'STATION RECOVERED AS DESCRIBED.
 CY1190
 CY1190                          STATION RECOVERY (1960)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1190'STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1945 AND
 CY1190'ALL MARKS WERE FOUND IN GOOD CONDITION.
 CY1190'
 CY1190'DUE TO SOME CHANGES OF LOCAL LANDMARKS A NEW DESCRIPTION
 CY1190'TO REACH THE STATION FOLLOWS.
 CY1190'
 CY1190'REACHED FROM THE RAILROAD DEPOT IN COCHISE BY GOING NORTH,
 CY1190'CROSSING RAILROAD TRACKS, FOR 0.2 MILE TO FORKS JUST AFTER
 CY1190'CROSSING CATTLE GUARD, TAKE RIGHT FORK, NORTH AND WEST FOR
 CY1190'1.1 MILES TO A WIRE GATE JUST NORTH OF A RANCH HOUSE, PASS
 CY1190'THROUGH GATE AND FOLLOW TRACK ROAD WESTERLY FOR 0.4 MILE TO
 CY1190'A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD,
 CY1190'WEST, FOR 0.5 MILE, AT THIS POINT LEAVE TRACK ROAD AND PICK
 CY1190'WAY ACROSS COUNTRY, SOUTHERLY, FOR 0.2 MILE TO AN EAST-WEST
 CY1190'FENCE AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL
 CY1190'PACK SOUTHWESTERLY TO HIGHEST POINT OF HILL AND STATION.
 CY1190'ABOUT 20 MINUTES PACKING TIME.
 CY1190
 CY1190                          STATION RECOVERY (1972)
 CY1190
 CY1190'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1190'A.  GENERAL LOCATION SAME AS GIVEN
 CY1190'
 CY1190'B.  TO REACH STATION FROM COCHISE, CROSS RAILROAD TRACKS AND
 CY1190'CONTINUE 0.5 MILE TO FORK.  TURN WEST AT SIGN HUSBAND RANCH
 CY1190'CONTINUE 1.7 MILE TO CATTLE GUARD.  TURN RIGHT THRU CORRAL
 CY1190'TO GATE.  CONTINUE 1.0 MILE NE TO OLD WINDMILL.  FOLLOW FIRE
 CY1190'BREAK NEXT TO FENCE FOR 0.4 MILE AND THEN 200 YARDS TO BASE
 CY1190'OF HILL.  APPROX 10 MIN PACK TO STATION.
 CY1190'
 CY1190'D.  REFERENCE MARKS GOOD
 CY1190
 CY1190                          STATION RECOVERY (1982)
 CY1190
 CY1190'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1190'GENERAL LOCATION IS ABOUT 12 MILES SOUTHEAST OF WILLCOX AND 2 MILES
 CY1190'WEST OF COCHISE, ARIZONA.
 CY1190'
 CY1190'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 CY1190'CONDITION AS DESCRIBED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1192 ***********************************************************************
 CY1192  DESIGNATION -  COCHISE ARIZ ELEC PWR CORP TK
 CY1192  PID         -  CY1192
 CY1192  STATE/COUNTY-  AZ/COCHISE
 CY1192  USGS QUAD   -  COCHISE (1985)
 CY1192
 CY1192                         *CURRENT SURVEY CONTROL
 CY1192  ___________________________________________________________________
 CY1192* NAD 83(1992)-  32 03 41.04724(N)    109 53 38.91215(W)     ADJUSTED  
 CY1192* NAVD 88     -                                                        
 CY1192  ___________________________________________________________________
 CY1192  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CY1192  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY1192
 CY1192  HORZ ORDER  -  THIRD
 CY1192
 CY1192.The horizontal coordinates were established by classical geodetic methods
 CY1192.and adjusted by the National Geodetic Survey in August 1993..
 CY1192
 CY1192
 CY1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1192
 CY1192.The geoid height was determined by GEOID03.
 CY1192
 CY1192;                    North         East     Units Scale Factor Converg.
 CY1192;SPC AZ E     -   117,707.533   239,091.980   MT  0.99990816   +0 08 40.8
 CY1192;SPC AZ E     -   386,179.57    784,422.51   iFT  0.99990816   +0 08 40.8
 CY1192;UTM  12      - 3,547,776.463   604,387.354   MT  0.99973438   +0 35 13.5
 CY1192
 CY1192                          SUPERSEDED SURVEY CONTROL
 CY1192
 CY1192  NAD 83(1986)-  32 03 41.04107(N)    109 53 38.90728(W) AD(       ) 4
 CY1192  NAD 27      -  32 03 40.75105(N)    109 53 36.67037(W) AD(       ) 3
 CY1192
 CY1192.Superseded values are not recommended for survey control.
 CY1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1192.See file dsdata.txt to determine how the superseded data were derived.
 CY1192
 CY1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0438747776(NAD 83)
 CY1192_MARKER: 53 = ELEVATED TANK
 CY1192
 CY1192  HISTORY     - Date     Condition        Report By
 CY1192  HISTORY     - 1970     FIRST OBSERVED   NGS
 CY1192
 CY1192                          STATION DESCRIPTION
 CY1192
 CY1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1192'THE STATION IS THE RED LIGHT ATOP THE COCHISE, ARIZONA ELECTRIC POWER
 CY1192'CORPORATION, APACHE STATION, WATER TANK THAT IS LOCATED ABOUT 4
 CY1192'MILES SOUTH-SOUTHEAST OF COCHISE AND ON THE SOUTHWEST SIDE OF U. S.
 CY1192'HIGHWAY 666.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR
 CY1192'TUBULAR STEEL LEGS AND PAINTED WHITE IN COLOR.  IT IS 150 FEET
 CY1192'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1189 ***********************************************************************
 CY1189  DESIGNATION -  COCHISE CEN RAD DIRECTIONAL TR
 CY1189  PID         -  CY1189
 CY1189  STATE/COUNTY-  AZ/COCHISE
 CY1189  USGS QUAD   -  COCHISE (1985)
 CY1189
 CY1189                         *CURRENT SURVEY CONTROL
 CY1189  ___________________________________________________________________
 CY1189* NAD 83(1992)-  32 01 50.33386(N)    109 52 44.09485(W)     ADJUSTED  
 CY1189* NAVD 88     -                                                        
 CY1189  ___________________________________________________________________
 CY1189  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CY1189  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY1189
 CY1189  HORZ ORDER  -  THIRD
 CY1189
 CY1189.The horizontal coordinates were established by classical geodetic methods
 CY1189.and adjusted by the National Geodetic Survey in August 1993..
 CY1189
 CY1189
 CY1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1189
 CY1189.The geoid height was determined by GEOID03.
 CY1189
 CY1189;                    North         East     Units Scale Factor Converg.
 CY1189;SPC AZ E     -   114,301.380   240,538.820   MT  0.99990911   +0 09 09.4
 CY1189;SPC AZ E     -   375,004.53    789,169.36   iFT  0.99990911   +0 09 09.4
 CY1189;UTM  12      - 3,544,382.164   605,860.186   MT  0.99973820   +0 35 40.7
 CY1189
 CY1189                          SUPERSEDED SURVEY CONTROL
 CY1189
 CY1189  NAD 83(1986)-  32 01 50.32584(N)    109 52 44.09379(W) AD(       ) 4
 CY1189  NAD 27      -  32 01 50.03000(N)    109 52 41.86000(W) AD(       ) 3
 CY1189
 CY1189.Superseded values are not recommended for survey control.
 CY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1189.See file dsdata.txt to determine how the superseded data were derived.
 CY1189
 CY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0586044382(NAD 83)
 CY1189_MARKER: 43 = RADIO/TV TOWER
 CY1189
 CY1189  HISTORY     - Date     Condition        Report By
 CY1189  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1189
 CY1189                          STATION DESCRIPTION
 CY1189
 CY1189'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3830 ***********************************************************************
 DH3830  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3830  DESIGNATION -  COCHISE COUNTY 2 CORS ARP
 DH3830  CORS_ID     -  AZCO
 DH3830  PID         -  DH3830
 DH3830  STATE/COUNTY-  AZ/COCHISE
 DH3830  USGS QUAD   -  BISBEE (1978)
 DH3830
 DH3830                         *CURRENT SURVEY CONTROL
 DH3830  ___________________________________________________________________
 DH3830* NAD 83(CORS)-  31 23 27.77105(N)    109 55 44.85303(W)     ADJUSTED  
 DH3830* NAVD 88     -                                                        
 DH3830  ___________________________________________________________________
 DH3830  EPOCH DATE  -        2002.00
 DH3830  X           -  -1,857,943.518 (meters)                     COMP
 DH3830  Y           -  -5,124,371.791 (meters)                     COMP
 DH3830  Z           -   3,303,748.698 (meters)                     COMP
 DH3830  ELLIP HEIGHT-        1474.17  (meters)          (06/??/05) GPS OBS
 DH3830  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DH3830
 DH3830  HORZ ORDER  -  SPECIAL (CORS)
 DH3830  ELLP ORDER  -  SPECIAL (CORS)
 DH3830
 DH3830.ITRF positions are available for this station.
 DH3830.The coordinates were established by GPS observations
 DH3830.and adjusted by the National Geodetic Survey in June 2005..
 DH3830.The coordinates are valid at the epoch date displayed above.
 DH3830.The epoch date for horizontal control is a decimal equivalence
 DH3830.of Year/Month/Day.
 DH3830
 DH3830
 DH3830.The PID for the CORS L1 Phase Center is DH3831.
 DH3830
 DH3830.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3830
 DH3830.The ellipsoidal height was determined by GPS observations
 DH3830.and is referenced to NAD 83.
 DH3830
 DH3830.The geoid height was determined by GEOID03.
 DH3830
 DH3830;                    North         East     Units Scale Factor Converg.
 DH3830;SPC AZ E     -    43,376.602   235,950.828   MT  0.99990629   +0 07 25.4
 DH3830;SPC AZ E     -   142,311.69    774,116.89   iFT  0.99990629   +0 07 25.4
 DH3830
 DH3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3830!SPC AZ E     -   0.99976857  x   0.99990629  =   0.99967488
 DH3830
 DH3830                          SUPERSEDED SURVEY CONTROL
 DH3830
 DH3830.No superseded survey control is available for this station.
 DH3830
 DH3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0181573437(NAD 83)
 DH3830_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3830
 DH3830                          STATION DESCRIPTION
 DH3830
 DH3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3830'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3830'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3830'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3830'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3830'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3831 ***********************************************************************
 DH3831  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3831  DESIGNATION -  COCHISE COUNTY 2 CORS L1 PHASE CENTER
 DH3831  CORS_ID     -  AZCO
 DH3831  PID         -  DH3831
 DH3831  STATE/COUNTY-  AZ/COCHISE
 DH3831  USGS QUAD   -  BISBEE (1978)
 DH3831
 DH3831                         *CURRENT SURVEY CONTROL
 DH3831  ___________________________________________________________________
 DH3831* NAD 83(CORS)-  31 23 27.77106(N)    109 55 44.85303(W)     ADJUSTED  
 DH3831* NAVD 88     -                                                        
 DH3831  ___________________________________________________________________
 DH3831  EPOCH DATE  -        2002.00
 DH3831  X           -  -1,857,943.542 (meters)                     COMP
 DH3831  Y           -  -5,124,371.855 (meters)                     COMP
 DH3831  Z           -   3,303,748.740 (meters)                     COMP
 DH3831  ELLIP HEIGHT-        1474.25  (meters)          (06/??/05) GPS OBS
 DH3831  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DH3831
 DH3831  HORZ ORDER  -  SPECIAL (CORS)
 DH3831  ELLP ORDER  -  SPECIAL (CORS)
 DH3831
 DH3831.ITRF positions are available for this station.
 DH3831.The coordinates were established by GPS observations
 DH3831.and adjusted by the National Geodetic Survey in June 2005..
 DH3831.The coordinates are valid at the epoch date displayed above.
 DH3831.The epoch date for horizontal control is a decimal equivalence
 DH3831.of Year/Month/Day.
 DH3831
 DH3831
 DH3831.The PID for the CORS ARP is DH3830.
 DH3831
 DH3831.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3831
 DH3831.The ellipsoidal height was determined by GPS observations
 DH3831.and is referenced to NAD 83.
 DH3831
 DH3831.The geoid height was determined by GEOID03.
 DH3831
 DH3831;                    North         East     Units Scale Factor Converg.
 DH3831;SPC AZ E     -    43,376.603   235,950.828   MT  0.99990629   +0 07 25.4
 DH3831;SPC AZ E     -   142,311.69    774,116.89   iFT  0.99990629   +0 07 25.4
 DH3831
 DH3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3831!SPC AZ E     -   0.99976856  x   0.99990629  =   0.99967487
 DH3831
 DH3831                          SUPERSEDED SURVEY CONTROL
 DH3831
 DH3831.No superseded survey control is available for this station.
 DH3831
 DH3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0181573437(NAD 83)
 DH3831_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3831
 DH3831                          STATION DESCRIPTION
 DH3831
 DH3831'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3831'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3831'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3831'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3831'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3831'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4259 ***********************************************************************
 DG4259  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4259  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4259  DESIGNATION -  COCHISE COUNTY CORS ARP
 DG4259  CORS_ID     -  AZCC
 DG4259  PID         -  DG4259
 DG4259  STATE/COUNTY-  AZ/COCHISE
 DG4259  USGS QUAD   -  BISBEE (1978)
 DG4259
 DG4259                         *CURRENT SURVEY CONTROL
 DG4259  ___________________________________________________________________
 DG4259* NAD 83(CORS)-  31 23 24.45220(N)    109 55 30.25112(W)     ADJUSTED  
 DG4259* NAVD 88     -      1501.66   (meters)    4926.7    (feet)  GPS OBS   
 DG4259  ___________________________________________________________________
 DG4259  EPOCH DATE  -        2002.00
 DG4259  X           -  -1,857,598.883 (meters)                     COMP
 DG4259  Y           -  -5,124,553.332 (meters)                     COMP
 DG4259  Z           -   3,303,661.396 (meters)                     COMP
 DG4259  ELLIP HEIGHT-        1474.12  (meters)          (02/??/04) GPS OBS
 DG4259  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG4259
 DG4259  HORZ ORDER  -  SPECIAL (CORS)
 DG4259  ELLP ORDER  -  SPECIAL (CORS)
 DG4259
 DG4259.ITRF positions are available for this station.
 DG4259.The coordinates were established by GPS observations
 DG4259.and adjusted by the National Geodetic Survey in February 2004..
 DG4259.The coordinates are valid at the epoch date displayed above.
 DG4259.The epoch date for horizontal control is a decimal equivalence
 DG4259.of Year/Month/Day.
 DG4259
 DG4259.The orthometric height was determined by GPS observations and a
 DG4259.high-resolution geoid model using precise GPS observation and
 DG4259.processing techniques.
 DG4259
 DG4259.The PID for the CORS L1 Phase Center is DG4260.
 DG4259
 DG4259.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4259
 DG4259.The ellipsoidal height was determined by GPS observations
 DG4259.and is referenced to NAD 83.
 DG4259
 DG4259.The geoid height was determined by GEOID03.
 DG4259
 DG4259;                    North         East     Units Scale Factor Converg.
 DG4259;SPC AZ E     -    43,275.235   236,336.800   MT  0.99990651   +0 07 33.0
 DG4259;SPC AZ E     -   141,979.12    775,383.20   iFT  0.99990651   +0 07 33.0
 DG4259
 DG4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4259!SPC AZ E     -   0.99976858  x   0.99990651  =   0.99967511
 DG4259
 DG4259                          SUPERSEDED SURVEY CONTROL
 DG4259
 DG4259.No superseded survey control is available for this station.
 DG4259
 DG4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0220273338(NAD 83)
 DG4259_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4259
 DG4259                          STATION DESCRIPTION
 DG4259
 DG4259'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4259'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4259'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4259'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4259'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4259'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4260 ***********************************************************************
 DG4260  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4260  DESIGNATION -  COCHISE COUNTY CORS L1 PHASE CENTER
 DG4260  CORS_ID     -  AZCC
 DG4260  PID         -  DG4260
 DG4260  STATE/COUNTY-  AZ/COCHISE
 DG4260  USGS QUAD   -  BISBEE (1978)
 DG4260
 DG4260                         *CURRENT SURVEY CONTROL
 DG4260  ___________________________________________________________________
 DG4260* NAD 83(CORS)-  31 23 24.45222(N)    109 55 30.25112(W)     ADJUSTED  
 DG4260* NAVD 88     -                                                        
 DG4260  ___________________________________________________________________
 DG4260  EPOCH DATE  -        2002.00
 DG4260  X           -  -1,857,598.897 (meters)                     COMP
 DG4260  Y           -  -5,124,553.371 (meters)                     COMP
 DG4260  Z           -   3,303,661.422 (meters)                     COMP
 DG4260  ELLIP HEIGHT-        1474.17  (meters)          (02/??/04) GPS OBS
 DG4260  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG4260
 DG4260  HORZ ORDER  -  SPECIAL (CORS)
 DG4260  ELLP ORDER  -  SPECIAL (CORS)
 DG4260
 DG4260.ITRF positions are available for this station.
 DG4260.The coordinates were established by GPS observations
 DG4260.and adjusted by the National Geodetic Survey in February 2004..
 DG4260.The coordinates are valid at the epoch date displayed above.
 DG4260.The epoch date for horizontal control is a decimal equivalence
 DG4260.of Year/Month/Day.
 DG4260
 DG4260
 DG4260.The PID for the CORS ARP is DG4259.
 DG4260
 DG4260.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4260
 DG4260.The ellipsoidal height was determined by GPS observations
 DG4260.and is referenced to NAD 83.
 DG4260
 DG4260.The geoid height was determined by GEOID03.
 DG4260
 DG4260;                    North         East     Units Scale Factor Converg.
 DG4260;SPC AZ E     -    43,275.236   236,336.800   MT  0.99990651   +0 07 33.0
 DG4260;SPC AZ E     -   141,979.12    775,383.20   iFT  0.99990651   +0 07 33.0
 DG4260
 DG4260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4260!SPC AZ E     -   0.99976857  x   0.99990651  =   0.99967510
 DG4260
 DG4260                          SUPERSEDED SURVEY CONTROL
 DG4260
 DG4260.No superseded survey control is available for this station.
 DG4260
 DG4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0220273338(NAD 83)
 DG4260_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4260
 DG4260                          STATION DESCRIPTION
 DG4260
 DG4260'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4260'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4260'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4260'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4260'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4260'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0692 ***********************************************************************
 FQ0692  DESIGNATION -  COCO
 FQ0692  PID         -  FQ0692
 FQ0692  STATE/COUNTY-  AZ/COCONINO
 FQ0692  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0692
 FQ0692                         *CURRENT SURVEY CONTROL
 FQ0692  ___________________________________________________________________
 FQ0692* NAD 83(1992)-  35 54 43.51469(N)    111 41 26.35363(W)     ADJUSTED  
 FQ0692* NAVD 88     -      2169.     (meters)    7116.     (feet)  SCALED    
 FQ0692  ___________________________________________________________________
 FQ0692  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 FQ0692  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0692
 FQ0692  HORZ ORDER  -  FIRST
 FQ0692
 FQ0692.The horizontal coordinates were established by classical geodetic methods
 FQ0692.and adjusted by the National Geodetic Survey in August 1993..
 FQ0692
 FQ0692.The orthometric height was scaled from a topographic map.
 FQ0692
 FQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0692
 FQ0692.The geoid height was determined by GEOID03.
 FQ0692
 FQ0692;                    North         East     Units Scale Factor Converg.
 FQ0692;SPC AZ C     -   544,782.843   233,758.725   MT  0.99990513   +0 07 57.2
 FQ0692;SPC AZ C     - 1,787,345.29    766,924.95   iFT  0.99990513   +0 07 57.2
 FQ0692;UTM  12      - 3,974,418.038   437,683.528   MT  0.99964785   -0 24 18.4
 FQ0692
 FQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0692!SPC AZ C     -   0.99966333  x   0.99990513  =   0.99956850
 FQ0692!UTM  12      -   0.99966333  x   0.99964785  =   0.99931130
 FQ0692
 FQ0692:                Primary Azimuth Mark                     Grid Az
 FQ0692:SPC AZ C     -  COCONINO                                 035 04 03.6
 FQ0692:UTM  12      -  COCONINO                                 035 36 19.2
 FQ0692
 FQ0692|---------------------------------------------------------------------|
 FQ0692| PID    Reference Object                     Distance      Geod. Az  |
 FQ0692|                                                           dddmmss.s |
 FQ0692| FQ0691 COCONINO                            APPROX. 2.2 KM 0351200.8 |
 FQ0692| CH2937 COCO RM 2                             6.243 METERS 10551     |
 FQ0692| FQ0712 GRANDVIEW LOOKOUT TOWER             APPROX.24.4 KM 2820157.6 |
 FQ0692| CH2936 COCO RM 1                             6.820 METERS 35210     |
 FQ0692|---------------------------------------------------------------------|
 FQ0692
 FQ0692                          SUPERSEDED SURVEY CONTROL
 FQ0692
 FQ0692  NAD 83(1986)-  35 54 43.51675(N)    111 41 26.35130(W) AD(       ) 1
 FQ0692  NAD 27      -  35 54 43.55232(N)    111 41 23.80590(W) AD(       ) 1
 FQ0692
 FQ0692.Superseded values are not recommended for survey control.
 FQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0692.See file dsdata.txt to determine how the superseded data were derived.
 FQ0692
 FQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3768474418(NAD 83)
 FQ0692_MARKER: DS = TRIANGULATION STATION DISK
 FQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0692
 FQ0692  HISTORY     - Date     Condition        Report By
 FQ0692  HISTORY     - 1936     MONUMENTED       CGS
 FQ0692  HISTORY     - 1955     GOOD             CGS
 FQ0692  HISTORY     - 1967     GOOD             CGS
 FQ0692
 FQ0692                          STATION DESCRIPTION
 FQ0692
 FQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0692'THE STATION IS 16 MILES WEST AND 2 MILES NORTH OF CAMERON,
 FQ0692'ARIZ., A SMALL VILLAGE THAT IS 50 MILES NORTH OF FLAGSTAFF.
 FQ0692'IT IS LOCATED ON COCONINO RIDGE, 150 YARDS WEST OF THE NEW
 FQ0692'GRAY MOUNTAIN TRUCK TRAIL, AND 100 YARDS NORTH OF A WELL-TRAVELED
 FQ0692'ROAD WHICH RUNS SOUTHWESTERLY FROM THE HIGHEST SUMMIT OF THE
 FQ0692'TRUCK TRAIL.  THE STATION IS ON A ROCKY POINT COVERED WITH
 FQ0692'SCRUB TREES.  THE POINT DROPS OFF ABOUT 20 FEET IN ELEVATION
 FQ0692'A FEW YARDS EAST OF THE STATION.
 FQ0692'
 FQ0692'TO REACH THE STATION FROM CAMERON, GO SOUTH 1.5 MILES ON
 FQ0692'U.S. HIGHWAY 89 (TOWARDS FLAGSTAFF) TO ITS INTERSECTION WITH
 FQ0692'STATE HIGHWAY 64, WHICH GOES SOUTHWEST TO DESERT VIEW.  FROM
 FQ0692'HERE TAKE STATE HIGHWAY 64 SOUTHWEST FOR 18.8 MILES TO A
 FQ0692'T-ROAD LEFT, WHICH IS THE GRAY MOUNTAIN TRUCK TRAIL (THIS
 FQ0692'TRAIL IS 0.3 MILE WEST OF A GROUP OF BUILDINGS ON THE NORTH
 FQ0692'SIDE OF HIGHWAY 64).  HERE TURN LEFT ONTO THE TRUCK TRAIL
 FQ0692'AND FOLLOW IT UP THE HILL FOR 1.2 MILES.  HERE TAKE RIGHT
 FQ0692'FORK AND CONTINUE UP THE NEW ROAD FOR 1.15 MILES TO THE
 FQ0692'SUMMIT OF THE MT.  HERE A WELL-TRAVELED ROAD TURNS OFF TO THE
 FQ0692'RIGHT.  LEAVE THE MAIN ROAD HERE AND TURN RIGHT AND FOLLOW
 FQ0692'THIS ROAD FOR 0.05 MILE.  HERE LEAVE THE ROAD AND TURN
 FQ0692'RIGHT AND GO 100 YARDS NORTHWEST THROUGH THE TREES TO
 FQ0692'THE STATION AT THE HIGHEST POINT OF THE HILL.
 FQ0692'
 FQ0692'REFERENCE MARK NO. 1, IS 6.820 METERS NORTH-NORTHWEST
 FQ0692'OF THE STATION, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FQ0692'THE MARK IS STAMPED COCO NO. 1 1936.
 FQ0692'
 FQ0692'REFERENCE MARK NO. 2, IS 6.243 METERS EAST-SOUTHEAST
 FQ0692'OF THE STATION, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FQ0692'BEDROCK.  THE MARK IS STAMPED COCO NO. 2 1936.
 FQ0692'
 FQ0692'STATION COCONINO WAS USED FOR THE AZIMUTH MARK.  SEE DESCRIPTION
 FQ0692'OF COCONINO.
 FQ0692'
 FQ0692'A 4-FOOT STAND SAW ALL STATIONS.
 FQ0692
 FQ0692                          STATION RECOVERY (1955)
 FQ0692
 FQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0692'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0692'THE DIRECTIONS FOR REACHING THE STATION HAVE BECOME OBSOLETE.
 FQ0692'NEW DIRECTIONS FOLLOW--
 FQ0692'
 FQ0692'TO REACH THE STATION FROM CAMERON, GO S FOR 1.5 MI. ON U.S.
 FQ0692'HIGHWAY 89 TO ITS JUNCTION WITH STATE ROUTE 64.  GO W FOR 18.0
 FQ0692'MI. ON STATE ROUTE 64 TO GRAY MOUNTAIN TRUCK TRAIL, TURN S
 FQ0692'FOR 1.15 MI., TAKE THE LEFT FORK FOR 0.3 MI. TO A REVERSE
 FQ0692'Y-ROAD, GO LEFT ON THE MAIN ROAD FOR 0.5 MI. TO A DIM TRACK
 FQ0692'ROAD TO THE RIGHT.  TAKE THE LEFT FORK FOR 0.3 MI. TO A FORK,
 FQ0692'AND TAKE THE RIGHT FORK FOR 0.15 MI.  THE STATION IS ON TOP
 FQ0692'OF THE ROCKY WOODED KNOLL 100 YD. N OF THIS POINT.
 FQ0692
 FQ0692                          STATION RECOVERY (1967)
 FQ0692
 FQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0692'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FQ0692'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION,
 FQ0692'EVEN AS OLD AS IT IS, IS STILL VERY ADEQUATE.
 FQ0692'
 FQ0692'THE TOP OF THE MOUNTAIN IS NOW BEING CLEARED OFF BY BULLDOZERS,
 FQ0692'SO FROM THE SUMMIT TO THE STATION IS SUBJECT TO CHANGE.
 FQ0692'FROM THE SUMMIT GO SOUTHERLY TOWARDS THE HIGHEST PART OF THE
 FQ0692'RIDGE, WHICH IS ABOUT 1.1 MILES, TO A LOW ROCKY KNOLL AND THE
 FQ0692'STATION.  ALL ROADS ARE SUBJECT TO CHANGE SO THIS IS THE BEST
 FQ0692'WAY TO GIVE DIRECTION TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0848 ***********************************************************************
 ES0848  DESIGNATION -  COCO
 ES0848  PID         -  ES0848
 ES0848  STATE/COUNTY-  AZ/COCONINO
 ES0848  USGS QUAD   -  QUAYLE HILL (1971)
 ES0848
 ES0848                         *CURRENT SURVEY CONTROL
 ES0848  ___________________________________________________________________
 ES0848* NAD 83(1992)-  34 40 27.57401(N)    111 06 39.73504(W)     ADJUSTED  
 ES0848* NAVD 88     -      2042.4    (meters)    6701.     (feet)  VERTCON   
 ES0848  ___________________________________________________________________
 ES0848  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ES0848  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0848
 ES0848  HORZ ORDER  -  SECOND
 ES0848
 ES0848.The horizontal coordinates were established by classical geodetic methods
 ES0848.and adjusted by the National Geodetic Survey in August 1993..
 ES0848
 ES0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0848
 ES0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0848
 ES0848.The geoid height was determined by GEOID03.
 ES0848
 ES0848;                    North         East     Units Scale Factor Converg.
 ES0848;SPC AZ C     -   407,743.652   287,188.093   MT  0.99996716   +0 27 30.1
 ES0848;SPC AZ C     - 1,337,741.64    942,218.15   iFT  0.99996716   +0 27 30.1
 ES0848;UTM  12      - 3,836,933.646   489,827.660   MT  0.99960128   -0 03 47.4
 ES0848
 ES0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0848!SPC AZ C     -   0.99968319  x   0.99996716  =   0.99965036
 ES0848!UTM  12      -   0.99968319  x   0.99960128  =   0.99928460
 ES0848
 ES0848:                Primary Azimuth Mark                     Grid Az
 ES0848:SPC AZ C     -  PIEPER                                   144 20 14.7
 ES0848:UTM  12      -  PIEPER                                   144 51 32.2
 ES0848
 ES0848|---------------------------------------------------------------------|
 ES0848| PID    Reference Object                     Distance      Geod. Az  |
 ES0848|                                                           dddmmss.s |
 ES0848| ES0872 PIEPER                              427.877 METERS 1444744.8 |
 ES0848| ES0850 DOGIE                               464.342 METERS 3445821.5 |
 ES0848|---------------------------------------------------------------------|
 ES0848
 ES0848                          SUPERSEDED SURVEY CONTROL
 ES0848
 ES0848  NAD 83(1986)-  34 40 27.56758(N)    111 06 39.73891(W) AD(       ) 2
 ES0848  NGVD 29 (07/10/87) 2041.5    (m)         6698.     (f) VERT ANG       
 ES0848
 ES0848.Superseded values are not recommended for survey control.
 ES0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0848.See file dsdata.txt to determine how the superseded data were derived.
 ES0848
 ES0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8982836934(NAD 83)
 ES0848_MARKER: DS = TRIANGULATION STATION DISK
 ES0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0848+STABILITY: SURFACE MOTION
 ES0848
 ES0848  HISTORY     - Date     Condition        Report By
 ES0848  HISTORY     - 1981     MONUMENTED       AZDT
 ES0848  HISTORY     - 19980813 GOOD             USPSQD
 ES0848
 ES0848                          STATION DESCRIPTION
 ES0848
 ES0848'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0848'THE STATION IS LOCATED 6 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0848'STATION ALONG ARIZONA HIGHWAY 87.
 ES0848'
 ES0848'THE STATION MARK IS AN AZDT DISK STAMPED---COCO 1981---SET IN TOP
 ES0848'OF A CONCRETE MONUMENT 36 FEET WEST OF THE HIGHWAY AND 4 FEET SOUTH OF
 ES0848'A CAIRN.
 ES0848'
 ES0848'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0848'
 ES0848'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0848'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0848'CONTINUE NORTH ALONG THE HIGHWAY FOR 7.75 MILES TO THE STATION ON THE
 ES0848'LEFT AT MILEPOST 307.40.
 ES0848
 ES0848                          STATION RECOVERY (1998)
 ES0848
 ES0848'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0691 ***********************************************************************
 FQ0691  DESIGNATION -  COCONINO
 FQ0691  PID         -  FQ0691
 FQ0691  STATE/COUNTY-  AZ/COCONINO
 FQ0691  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0691
 FQ0691                         *CURRENT SURVEY CONTROL
 FQ0691  ___________________________________________________________________
 FQ0691* NAD 83(1992)-  35 55 42.22334(N)    111 40 35.43111(W)     ADJUSTED  
 FQ0691* NAVD 88     -      2177.2    (meters)    7143.     (feet)  VERTCON   
 FQ0691  ___________________________________________________________________
 FQ0691  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 FQ0691  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0691
 FQ0691  HORZ ORDER  -  SECOND
 FQ0691
 FQ0691.The horizontal coordinates were established by classical geodetic methods
 FQ0691.and adjusted by the National Geodetic Survey in August 1993..
 FQ0691
 FQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0691
 FQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0691
 FQ0691.The geoid height was determined by GEOID03.
 FQ0691
 FQ0691;                    North         East     Units Scale Factor Converg.
 FQ0691;SPC AZ C     -   546,595.204   235,030.944   MT  0.99990578   +0 08 27.3
 FQ0691;SPC AZ C     - 1,793,291.35    771,098.90   iFT  0.99990578   +0 08 27.3
 FQ0691;UTM  12      - 3,976,217.913   438,972.368   MT  0.99964589   -0 23 49.1
 FQ0691
 FQ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0691!SPC AZ C     -   0.99966206  x   0.99990578  =   0.99956787
 FQ0691!UTM  12      -   0.99966206  x   0.99964589  =   0.99930807
 FQ0691
 FQ0691|---------------------------------------------------------------------|
 FQ0691| PID    Reference Object                     Distance      Geod. Az  |
 FQ0691|                                                           dddmmss.s |
 FQ0691| CH2940 COCONINO RM 2                         6.433 METERS 17340     |
 FQ0691| CH2938 COCONINO RM 3 AZIMUTH                              2080239.6 |
 FQ0691| FQ0692 COCO                                APPROX. 2.2 KM 2151230.6 |
 FQ0691| CH2939 COCONINO RM 1                         5.987 METERS 24422     |
 FQ0691| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX.18.6 KM 3133432.5 |
 FQ0691|---------------------------------------------------------------------|
 FQ0691
 FQ0691                          SUPERSEDED SURVEY CONTROL
 FQ0691
 FQ0691  NAD 83(1986)-  35 55 42.22666(N)    111 40 35.42777(W) AD(       ) 2
 FQ0691  NAD 27      -  35 55 42.26300(N)    111 40 32.88400(W) AD(       ) 2
 FQ0691  NGVD 29 (07/19/86) 2176.2    (m)         7140.     (f) VERT ANG       
 FQ0691
 FQ0691.Superseded values are not recommended for survey control.
 FQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0691.See file dsdata.txt to determine how the superseded data were derived.
 FQ0691
 FQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3897276218(NAD 83)
 FQ0691_MARKER: DS = TRIANGULATION STATION DISK
 FQ0691_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0691_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FQ0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0691+STABILITY: POSITION/ELEVATION WELL
 FQ0691
 FQ0691  HISTORY     - Date     Condition        Report By
 FQ0691  HISTORY     - 1903     MONUMENTED       USGS
 FQ0691  HISTORY     - 1934     GOOD             USGS
 FQ0691  HISTORY     - 1936     GOOD             CGS
 FQ0691  HISTORY     - 1951     GOOD             CGS
 FQ0691  HISTORY     - 1956     GOOD             USGS
 FQ0691  HISTORY     - 1977     GOOD             NGS
 FQ0691  HISTORY     - 1983     GOOD             AZDT
 FQ0691
 FQ0691                          STATION DESCRIPTION
 FQ0691
 FQ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 FQ0691'LOCATED ON COCONINO POINT, A ROCKY CONICAL POINT ON NORTH SIDE OF
 FQ0691'COCONINO RIDGE, NEAR POINT WHERE LITTLE COLORADO RIVER LEAVES
 FQ0691'FOOT OF COCONINO RIDGE AND RUNS NORTHERLY.  POINT WAS COVERED
 FQ0691'WITH SCRUB PINON AND CEDAR TIMBER, BUT WAS CLEARED SUFFICIENTLY
 FQ0691'FOR SIGHTS TO ALL SIGNAL POINTS.
 FQ0691'
 FQ0691'TO REACH FROM RED HORSE OR HALLS TANK, ALSO FROM E. TAKE PACK
 FQ0691'TRAIN.
 FQ0691'
 FQ0691'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 FQ0691'IN LIMESTONE BOULDER UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT.
 FQ0691'IN DIAMETER.
 FQ0691'
 FQ0691'RMS--NONE SET.
 FQ0691
 FQ0691                          STATION RECOVERY (1934)
 FQ0691
 FQ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 FQ0691'STATION IS LOCATED ON A ROCKY, TIMBER-COVERED POINT ON THE
 FQ0691'NORTH SIDE OF COCONINO RIDGE NEAR WHERE THE LITTLE COLORADO
 FQ0691'RIVER BENDS NORTH LEAVING THE FOOT OF COCONINO RIDGE.  ABOUT
 FQ0691'11 MILES AIRLINE SOUTHEAST OF DESERT VIEW.
 FQ0691'
 FQ0691'REACHED FROM GRAND VIEW VILLAGE BY GOING EAST ON HIGHWAY 16.2
 FQ0691'MILES EAST OF DESERT VIEW.  THIS POINT ON THE HIGHWAY IS
 FQ0691'2.9 MILES EAST OF TUSAYAN NATIONAL FOREST BOUNDARY.  FROM
 FQ0691'HERE CLIMB SOUTH-SOUTHEAST TO THE HIGHEST POINT IN THE IMMEDIATE
 FQ0691'VICINITY AND STATION.  ABOUT 1-1/2 HOUR PACK.
 FQ0691'
 FQ0691'AZIMUTH MARK IS 1/4 MILE WEST-SOUTHWEST ON SIDE OF NEXT HILL.
 FQ0691'
 FQ0691'STATION MARK IS STANDARD U.S. GEOLOGICAL SURVEY MARK.
 FQ0691'
 FQ0691'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 FQ0691'SET IN CONCRETE POSTS.
 FQ0691
 FQ0691                          STATION RECOVERY (1936)
 FQ0691
 FQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0691'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTIONS
 FQ0691'FOLLOWS.
 FQ0691'
 FQ0691'ELEVEN MILES SOUTHEAST OF DESERT VIEW, ON THE EXTREME NORTHEAST
 FQ0691'POINT OF COCONINO RIDGE, 1-1/2 MILES SOUTH-SOUTHWEST OF THE
 FQ0691'ABRUPT BEND IN THE LITTLE COLORADO RIVER AT THE NORTH FOOT OF
 FQ0691'THE RIDGE, 1 MILE SOUTH OF AND OVERLOOKING STATE HIGHWAY 64,
 FQ0691'1 MILE SOUTH OF THE NEW GRAY MOUNTAIN TRUCK TRAIL, ON THE
 FQ0691'HIGHEST, ROCKY, PARTLY CLEARED, POINT OF THE RIDGE, 60 FEET
 FQ0691'WEST OF THE PRECIPITOUS DROP AT THE EAST END OF THE POINT.
 FQ0691'AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET IN BEDROCK AND
 FQ0691'ENCIRCLED BY A WALL OF SCATTERED ROCKS, THE REMAINS OF THE
 FQ0691'ORIGINAL U.S.G.S. CAIRN.
 FQ0691'
 FQ0691'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, ALONG
 FQ0691'THE RIDGE LINE, A STANDARD REFERENCE DISK STAMPED COCONINO
 FQ0691'U.S.G.S. 1934, SET IN TOP OF A SMALL BOULDER,
 FQ0691'
 FQ0691'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, 5 FEET
 FQ0691'BELOW THE CREST OF THE RIDGE, STAMPED IDENTICALLY WITH REFERENCE
 FQ0691'MARK NO. 1 AND SET IN TOP OF A FLAT BOULDER,
 FQ0691'
 FQ0691'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF STATION,
 FQ0691'ON THE NEXT ROCKY POINT OF THE RIDGE, SET IN BEDROCK ON THE
 FQ0691'HIGHEST POINT OF THE SUMMIT,
 FQ0691'
 FQ0691'TO REACH THE STATION FROM THE TRADING POST AT CAMERON, GO SOUTH
 FQ0691'ON U.S. HIGHWAY 89 FOR 1.5 MILES AND TURN RIGHT, ON STATE
 FQ0691'HIGHWAY 64 AT JUNCTION, THENCE WEST FOR 19.3 MILES, OR 0.3 MILE
 FQ0691'PAST A GROUP OF GRAY-PAINTED BUILDINGS ON THE RIGHT, AND
 FQ0691'TURN LEFT ON GRAVEL ROAD AT SIGN GRAY MOUNTAIN TRUCK TRAIL,
 FQ0691'THENCE 1.8 MILES TO THE FIRST ROAD SUMMIT AND A SMALL TRIPLE
 FQ0691'BLAZED TREE ON THE LEFT.  THE STATION IS ABOUT 1 MILE
 FQ0691'EAST-NORTHEAST, AIRLINE, FROM THIS POINT.  TURN LEFT HERE
 FQ0691'AND GO EASTERLY THROUGH THE SCRUB TIMBER, BEARING LEFT
 FQ0691'(NORTHEAST AND NORTH) AS THE RIDGE SWINGS AROUND TO THE BASE OF
 FQ0691'THE SMALL ROCKY KNOLL ON WHICH THE AZIMUTH MARK IS LOCATED
 FQ0691'AND THE END OF TRUCK TRAVEL.  THE ACTUAL DISTANCE TRAVELED
 FQ0691'TO REACH THIS POINT FROM THE ROAD IS 2.1 MILES AND THE
 FQ0691'GOING IS SLOW AND DIFFICULT DUE TO THE DENSITY OF THE
 FQ0691'SCRUB TIMBER.  UNLESS HEAVILY LOADED, TIME COULD
 FQ0691'UNDOUBTEDLY BE SAVED BY TAKING A MORE DIRECT ROUTE ON
 FQ0691'FOOT.  PACK NORTHEAST ALONG THE RIDGE TO THE STATION ON
 FQ0691'THE HIGH POINT AT THE NORTHEAST END.  ABOUT 1/4 MILE, 10
 FQ0691'MINUTES EASY PACKING.
 FQ0691'
 FQ0691'THE DIRECTION TO REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS
 FQ0691'NOT REMEASURED.  THE 1934 MEASUREMENT WITH TUSAYAN AS INITIAL
 FQ0691'STATION WAS W. 1/4 MILE, DIRECTION, 295 DEG 09 MIN 19.5 SE
 FQ0691
 FQ0691                          STATION RECOVERY (1951)
 FQ0691
 FQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0691'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 FQ0691'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FQ0691'
 FQ0691'THE STATION IS LOCATED ON A ROCKY TIMBER COVERED POINT ON
 FQ0691'THE NORTH EDGE OF COCONINO RIDGE.  IT IS ABOUT 15 MILES AIRLINE
 FQ0691'NORTHWEST OF CAMERON, ABOUT 27 MILES AIRLINE SOUTHWEST OF
 FQ0691'TUBA CITY, 1 MILE SOUTH OF STATE HIGHWAY 64 AND OVER LOOKING
 FQ0691'THE LITTLE COLORADO RIVER GORGE.
 FQ0691'
 FQ0691'THE STATION IS A STANDARD USGS DISK SET IN A DRILL HOLE IN A
 FQ0691'2-FOOT BY 3-FOOT BOULDER THAT PROJECTS 2 FEET.  THE DISK
 FQ0691'IS NOT STAMPED.
 FQ0691'
 FQ0691'REFERENCE MARK NUMBER ONE IS ABOUT 3 FEET LOWER THAN THE STATION
 FQ0691'AND 75 FEET WEST OF A SHEER CLIFF.  IT IS A STANDARD DISK
 FQ0691'SET IN A DRILL HOLE IN A 2-FOOT BY 3-FOOT BOULDER THAT PROJECTS
 FQ0691'1 FOOT.  THE DISK IS STAMPED--COCONINO NO 1 1934.
 FQ0691'
 FQ0691'REFERENCE MARK NUMBER TWO IS ABOUT 5 FEET LOWER THAN THE STATION.
 FQ0691'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 4-FOOT BY 6-FOOT
 FQ0691'BOULDER THAT PROJECTS 3 FEET.  THE DISK IS STAMPED--COCONINO
 FQ0691'NO 2 1934.
 FQ0691'
 FQ0691'THE AZIMUTH MARK IS 4 FEET SOUTH OF A 2-FOOT CAIRN WITH A
 FQ0691'BOARD STANDING IN ITS CENTER AND IS LOCATED ON A SMALL RISE
 FQ0691'ON THE MAIN RIDGE RUNNING SOUTHWEST.  IT IS A STANDARD REFERENCE
 FQ0691'MARK DISK SET IN A DRILL HOLE IN 5-FOOT BY 6-FOOT LOOSE BOULDER
 FQ0691'THAT PROJECTS 6 FEET.  THE DISK IS STAMPED--COCONINO NO 3 1934.
 FQ0691'TO REACH THE MARK FROM THE STATION GO SOUTHWESTERLY ALONG
 FQ0691'THE TOP OF THE RIDGE FOR 1/4 MILE TO A SMALL KNOLL AND THE
 FQ0691'MARK.
 FQ0691'
 FQ0691'TO REACH THE STATION FROM CAMERON GO SOUTH FOR 1.5 MILES
 FQ0691'TO A HIGHWAY JUNCTION.  TURN RIGHT ON STATE HIGHWAY 64 AND
 FQ0691'GO 15.8 MILES TO A ROAD LEFT.  TURN LEFT AS PER SIGN GREY
 FQ0691'MOUNTAIN TRUCK TRAIL AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT
 FQ0691'FORK, EAST, AND GO 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK
 FQ0691'AND GO 0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT.
 FQ0691'GO EAST FROM THE TREE FOR 0.2 MILE AND THE END OF TRUCK TRAVEL.
 FQ0691'PACK NORTHEAST ALONG A GENTLE SLOPE AND PASSING TO THE RIGHT
 FQ0691'OF A CANYON THAT RUNS NORTHWEST.  CONTINUE, NORTHEASTERLY,
 FQ0691'ALONG THE CREST OF THE RIDGE TO THE HIGHEST POINT AND THE
 FQ0691'STATION.  THE PACK IS THROUGH HEAVY GROWTH OF SMALL PINON
 FQ0691'AND CEDAR TREES AND THE STATION IS NOT VISIBLE UNTIL THE
 FQ0691'SUMMIT OF THE RIDGE IS REACHED.  NOTE--THE PACK WILL REQUIRE
 FQ0691'ABOUT 3/4 HOUR.
 FQ0691
 FQ0691                          STATION RECOVERY (1956)
 FQ0691
 FQ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FQ0691'RECOVERED IN GOOD CONDITION.
 FQ0691
 FQ0691                          STATION RECOVERY (1977)
 FQ0691
 FQ0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0691'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 FQ0691'FOUND IN GOOD CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED WITHIN
 FQ0691'2 M.M. AND ANGLES TO REFERENCE AND AZIMUTH MARKS CHECKED BY ONE
 FQ0691'MINUTE.
 FQ0691'
 FQ0691'A NEW DESCRIPTION FOLLOWS--
 FQ0691'
 FQ0691'FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89 FOR 1.3 MILES TO JUNCTION
 FQ0691'OF STATE ROUTE 64 WITH U.S. HWY. 89, TURN RIGHT, WEST, ON HWY. 64
 FQ0691'AND GO 18.60 MILES TO MILE POST 276.75 AND A TURNOFF TO OLD HWY.,
 FQ0691'TURN LEFT ON OLD HWY. FOR 0.30 MILE TO A DIRT ROAD LEADING UP THE
 FQ0691'MOUNTAIN, TURN RIGHT ON DIRT ROAD AND GO 1.30 MILE TO A ROAD FORK
 FQ0691'NEAR TOP OF HILL LEADING LEFT, CONTINUE STRAIGHT AHEAD FOR 0.30
 FQ0691'MILE TO TOP OF HILL AND A ROAD FORK.  THE HILL THE STATION IS
 FQ0691'ON SHOULD BE VISIBLE TO THE EAST AT THIS POINT, THE HIGHEST OF
 FQ0691'HILLS TO EAST.  CONTINUE FOR 1.45 MILES ON MAIN TRAVELED ROAD TO A
 FQ0691'DIM TRACK ROAD ON LEFT, TAKE DIM TRACK ROAD FOR 0.30 MILE
 FQ0691'AND END OF TRUCK TRAVEL.  STATION IS 1,000 FEET NORTH AND
 FQ0691'VISIBLE.  AT THIS TIME THERE IS A WOODEN STAFF AT THE STATION AND
 FQ0691'CAN BE SEEN FROM END OF T.T.  A 10 MINUTE PACK, EASY GRADE.
 FQ0691'
 FQ0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SE OF
 FQ0691'DESERT VIEW.
 FQ0691'
 FQ0691'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0691
 FQ0691                          STATION RECOVERY (1983)
 FQ0691
 FQ0691'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0691'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1921 ***********************************************************************
 DV1921  DESIGNATION -  CODY
 DV1921  PID         -  DV1921
 DV1921  STATE/COUNTY-  AZ/YUMA
 DV1921  USGS QUAD   -  HYDER NE (1964)
 DV1921
 DV1921                         *CURRENT SURVEY CONTROL
 DV1921  ___________________________________________________________________
 DV1921* NAD 83(1992)-  33 14 35.14147(N)    113 20 36.45707(W)     ADJUSTED  
 DV1921* NAVD 88     -       594.3    (meters)    1950.     (feet)  VERTCON   
 DV1921  ___________________________________________________________________
 DV1921  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DV1921  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DV1921
 DV1921  HORZ ORDER  -  SECOND
 DV1921
 DV1921.The horizontal coordinates were established by classical geodetic methods
 DV1921.and adjusted by the National Geodetic Survey in August 1993..
 DV1921
 DV1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1921
 DV1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1921
 DV1921.The geoid height was determined by GEOID03.
 DV1921
 DV1921;                    North         East     Units Scale Factor Converg.
 DV1921;SPC AZ W     -   248,791.648   251,245.515   MT  0.99995102   +0 13 22.3
 DV1921;SPC AZ W     -   816,245.56    824,296.31   iFT  0.99995102   +0 13 22.3
 DV1921;UTM  12      - 3,680,685.572   281,661.531   MT  1.00018779   -1 17 06.6
 DV1921
 DV1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1921!SPC AZ W     -   0.99991165  x   0.99995102  =   0.99986268
 DV1921!UTM  12      -   0.99991165  x   1.00018779  =   1.00009943
 DV1921
 DV1921:                Primary Azimuth Mark                     Grid Az
 DV1921:SPC AZ W     -  CORTEZ                                   077 44 02.2
 DV1921:UTM  12      -  CORTEZ                                   079 14 31.1
 DV1921
 DV1921|---------------------------------------------------------------------|
 DV1921| PID    Reference Object                     Distance      Geod. Az  |
 DV1921|                                                           dddmmss.s |
 DV1921| DV1913 CORTEZ                              APPROX.10.9 KM 0775724.5 |
 DV1921| DV1922 CODY RR SPIKE                         0.197 METERS 09147     |
 DV1921| CH2941 CODY RM 1                             7.048 METERS 16444     |
 DV1921| CH2942 CODY RM 2                             4.110 METERS 29833     |
 DV1921|---------------------------------------------------------------------|
 DV1921
 DV1921                          SUPERSEDED SURVEY CONTROL
 DV1921
 DV1921  NAD 83(1986)-  33 14 35.13465(N)    113 20 36.46420(W) AD(       ) 2
 DV1921  NAD 27      -  33 14 34.98800(N)    113 20 33.77800(W) AD(       ) 2
 DV1921  NGVD 29 (07/19/86)  593.6    (m)         1948.     (f) VERT ANG       
 DV1921
 DV1921.Superseded values are not recommended for survey control.
 DV1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1921.See file dsdata.txt to determine how the superseded data were derived.
 DV1921
 DV1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8166280686(NAD 83)
 DV1921_MARKER: DS = TRIANGULATION STATION DISK
 DV1921_SETTING: 66 = SET IN ROCK OUTCROP
 DV1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1921
 DV1921  HISTORY     - Date     Condition        Report By
 DV1921  HISTORY     - 1950     MONUMENTED       CGS
 DV1921  HISTORY     - 1958     GOOD             USGS
 DV1921  HISTORY     - 1964     GOOD             USGS
 DV1921  HISTORY     - 1967     GOOD             CGS
 DV1921  HISTORY     - 1972     GOOD             AZHD
 DV1921
 DV1921                          STATION DESCRIPTION
 DV1921
 DV1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1921'STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF HYDER,
 DV1921'5 MILES EAST AND 4 MILES SOUTH OF CLANTONS WELL ON A HIGH
 DV1921'ROCKY PEAK OF THE GILA BEND MOUNTAINS.  THE PEAK ON WHICH
 DV1921'THE STATION IS LOCATED FALLS OFF ABRUPTLY ON THE EAST, NORTH
 DV1921'AND WEST SIDES.  THERE IS A HIGHER PEAK SOUTH OF THE PEAK
 DV1921'ON WHICH THE STATION IS LOCATED.
 DV1921'
 DV1921'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 DV1921'IN BEDROCK.
 DV1921'
 DV1921'STATION MARK IS 7 FEET SOUTH OF A CAIRN (6 FEET HIGH) AND
 DV1921'STAMPED CODY 1950.
 DV1921'
 DV1921'REFERENCE MARK 1, STAMPED CODY NO 1 1950, IS ON THE SOUTH
 DV1921'EDGE OF THE PEAK AND ABOUT 6 FEET LOWER THAN THE STATION.
 DV1921'
 DV1921'REFERENCE MARK 2, STAMPED CODY NO 2 1950, IS 12.5 FEET SOUTHWEST
 DV1921'OF THE CAIRN, ON THE EXTREME WEST EDGE OF THE PEAK AND ABOUT
 DV1921'3 FEET LOWER THAN THE STATION.
 DV1921'
 DV1921'NO AZIMUTH MARK WAS ESTABLISHED.
 DV1921'
 DV1921'THE OLD U.S.G.S. STATION CODY IS MARKED BY A RAILROAD SPIKE
 DV1921'DRIVEN INTO BEDROCK.  NO STAMPING REMAINS, DUE TO RUST.  MARK
 DV1921'IS 0.177 METERS EAST OF THE NEW STATION.
 DV1921'
 DV1921'TO REACH FROM THE RAILROAD STATION OF HYDER, ON THE SOUTHERN
 DV1921'PACIFIC RAILROAD, GO WEST ALONG THE SOUTH SIDE OF THE RAILROAD
 DV1921'FOR 0.5 MILE, TURN RIGHT ACROSS TRACKS AND GO NORTH FOR 20.2
 DV1921'MILES TO Y-FORK JUST AFTER PASSING THROUGH WIRE GATE.  TAKE
 DV1921'RIGHT FORK FOR 0.4 MILE TO CLANTONS WELL.  AT CLANTONS WELL
 DV1921'TAKE ROAD ALONG NORTH SIDE OF BUILDINGS AND CORRAL, KEEPING
 DV1921'RIGHT FORK, AND GO 2 MILES TO Y-FORKS AND CROSSROAD.  TAKE
 DV1921'LEFT FORK FOR 1.7 MILES TO DIM ROAD SOUTH.  TAKE DIM ROAD
 DV1921'SOUTH AND SOUTHEAST FOR 0.9 MILE TO DIM CROSSROAD, WHERE
 DV1921'ROAD RUNS ALONG RIGHT BANK OF A WASH IN A LOW CUT.  TURN
 DV1921'LEFT, NORTH, ACROSS WASH THEN TAKE ROAD MORE EASTERLY FOR
 DV1921'2 MILES TO DIM CROSS TRACKS.  (THIS POINT IS 0.25 MILE
 DV1921'AFTER PASSING A SMALL CAIRN AND A SECTION CORNER MARK TO
 DV1921'THE RIGHT OF THE ROAD).  TURN RIGHT ON DIM TRACKS AND GO
 DV1921'2.5 MILES TO JUNCTION OF A LARGE AND SMALL WASH.  THIS
 DV1921'ROAD WINDS AMONG SMALL HILLS AND FOLLOWS SMALL WASHES AT
 DV1921'TIMES, BUT HEADS IN A SOUTHERLY DIRECTION.  CROSS WASH
 DV1921'AND GO SOUTHWESTERLY FOR ABOUT 0.5 MILE TO BASE OF HILL
 DV1921'AND END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NECESSARY.
 DV1921'
 DV1921'FROM BASE OF HILL, PACK SOUTHWESTERLY TO POINT JUST EAST
 DV1921'OF THE HIGHEST POINT, THENCE RIGHT TO SUMMIT AND STATION.
 DV1921'
 DV1921'A 1-HOUR PACK.
 DV1921
 DV1921                          STATION RECOVERY (1958)
 DV1921
 DV1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1921'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DV1921
 DV1921                          STATION RECOVERY (1964)
 DV1921
 DV1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1921'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DV1921
 DV1921                          STATION RECOVERY (1967)
 DV1921
 DV1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DV1921'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1921'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 DV1921'STATION FOLLOWS.
 DV1921'
 DV1921'TO REACH THE STATION FROM THE CROSS ROAD ABOUT 0.3 MILE EAST
 DV1921'OF HYDER, GO NORTH, PASSING OVER THE RAILROAD TRACKS FOR
 DV1921'0.9 MILE, TAKE THE RIGHT FORK AND GO EAST AND NORTH FOR 6.2
 DV1921'MILES.  TURN RIGHT AT THE CROSS ROAD AND GO EAST FOR 1.0
 DV1921'MILE TO A SIDE ROAD, LEFT WHICH FOLLOWS A PIPELINE.  TURN
 DV1921'LEFT ONTO THE SIDE ROAD AND GO NORTH ON THE PIPELINE ROAD
 DV1921'FOR 4.1 MILES.  TURN RIGHT AND GO EAST FOR 0.5 MILE.  TURN
 DV1921'LEFT AND GO NORTH ON THE PIPELINE ROAD FOR 4.3 MILES TO
 DV1921'A FAINT SIDE ROAD LEFT.
 DV1921'
 DV1921'TURN LEFT ONTO THE FAINT SIDE ROAD AND WIND WEST AND SOUTHWEST
 DV1921'FOR 0.3 MILE TO A POINT WHERE THE ROAD TURNS MORE SOUTHERLY.
 DV1921'LEAVE THE TRACK ROAD AND GO CROSS COUNTRY FOR ABOUT 0.4
 DV1921'MILE IN A WEST-NORTHWESTERLY DIRECTION TO THE BASE OF THE
 DV1921'STATION HILL WHICH IS THE NORTH AND LOWER ONE OF TWO.  PACK
 DV1921'NORTHWESTERLY UP THE RIDGES FOR ABOUT 1 HOUR TO THE HIGHEST
 DV1921'POINT AND THE STATION.
 DV1921
 DV1921                          STATION RECOVERY (1972)
 DV1921
 DV1921'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1921'GENERAL LOCATION PARKER TO YUMA
 DV1921'
 DV1921'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1921'
 DV1921'STATION MARK BRASS CAP STD. USC AND GS.
 DV1921'
 DV1921'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1922 ***********************************************************************
 DV1922  DESIGNATION -  CODY RR SPIKE
 DV1922  PID         -  DV1922
 DV1922  STATE/COUNTY-  AZ/YUMA
 DV1922  USGS QUAD   -  HYDER NE (1964)
 DV1922
 DV1922                         *CURRENT SURVEY CONTROL
 DV1922  ___________________________________________________________________
 DV1922* NAD 83(1992)-  33 14 35.14127(N)    113 20 36.44946(W)     ADJUSTED  
 DV1922* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 DV1922  ___________________________________________________________________
 DV1922  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DV1922  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DV1922
 DV1922  HORZ ORDER  -  SECOND
 DV1922
 DV1922.The horizontal coordinates were established by classical geodetic methods
 DV1922.and adjusted by the National Geodetic Survey in August 1993..
 DV1922
 DV1922.The orthometric height was scaled from a topographic map.
 DV1922
 DV1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1922
 DV1922.The geoid height was determined by GEOID03.
 DV1922
 DV1922;                    North         East     Units Scale Factor Converg.
 DV1922;SPC AZ W     -   248,791.643   251,245.712   MT  0.99995102   +0 13 22.3
 DV1922;SPC AZ W     -   816,245.55    824,296.96   iFT  0.99995102   +0 13 22.3
 DV1922;UTM  12      - 3,680,685.562   281,661.728   MT  1.00018779   -1 17 06.6
 DV1922
 DV1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1922!SPC AZ W     -   0.99991159  x   0.99995102  =   0.99986262
 DV1922!UTM  12      -   0.99991159  x   1.00018779  =   1.00009937
 DV1922
 DV1922                          SUPERSEDED SURVEY CONTROL
 DV1922
 DV1922  NAD 83(1986)-  33 14 35.13445(N)    113 20 36.45660(W) AD(       ) 2
 DV1922  NAD 27      -  33 14 34.98800(N)    113 20 33.77000(W) AD(       ) 2
 DV1922
 DV1922.Superseded values are not recommended for survey control.
 DV1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1922.See file dsdata.txt to determine how the superseded data were derived.
 DV1922
 DV1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8166280686(NAD 83)
 DV1922_MARKER: S = SPIKE
 DV1922_SETTING: 66 = SET IN ROCK OUTCROP
 DV1922_SP_SET: SET IN BEDROCK
 DV1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1922+STABILITY: POSITION/ELEVATION WELL
 DV1922
 DV1922  HISTORY     - Date     Condition        Report By
 DV1922  HISTORY     - 1950     MONUMENTED       USGS
 DV1922
 DV1922                          STATION DESCRIPTION
 DV1922
 DV1922'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DV1922'THE OLD U.S.G.S. STATION CODY IS MARKED BY A RAILROAD SPIKE
 DV1922'DRIVEN INTO BEDROCK.  NO STAMPING REMAINS, DUE TO RUST.  MARK
 DV1922'IS 0.177 METERS EAST OF THE NEW STATION.
 DV1922'
 DV1922'TO REACH STA. CODY FROM THE RAILROAD STATION OF HYDER, ON THE SOUTHERN
 DV1922'PACIFIC RAILROAD, GO WEST ALONG THE SOUTH SIDE OF THE RAILROAD
 DV1922'FOR 0.5 MILE, TURN RIGHT ACROSS TRACKS AND GO NORTH FOR 20.2
 DV1922'MILES TO Y-FORK JUST AFTER PASSING THROUGH WIRE GATE.  TAKE
 DV1922'RIGHT FORK FOR 0.4 MILE TO CLANTONS WELL.  AT CLANTONS WELL
 DV1922'TAKE ROAD ALONG NORTH SIDE OF BUILDINGS AND CORRAL, KEEPING
 DV1922'RIGHT FORK, AND GO 2 MILES TO Y-FORKS AND CROSSROAD.  TAKE
 DV1922'LEFT FORK FOR 1.7 MILES TO DIM ROAD SOUTH.  TAKE DIM ROAD
 DV1922'SOUTH AND SOUTHEAST FOR 0.9 MILE TO DIM CROSSROAD, WHERE
 DV1922'ROAD RUNS ALONG RIGHT BANK OF A WASH IN A LOW CUT.  TURN
 DV1922'LEFT, NORTH, ACROSS WASH THEN TAKE ROAD MORE EASTERLY FOR
 DV1922'2 MILES TO DIM CROSS TRACKS.  (THIS POINT IS 0.25 MILE
 DV1922'AFTER PASSING A SMALL CAIRN AND A SECTION CORNER MARK TO
 DV1922'THE RIGHT OF THE ROAD).  TURN RIGHT ON DIM TRACKS AND GO
 DV1922'2.5 MILES TO JUNCTION OF A LARGE AND SMALL WASH.  THIS
 DV1922'ROAD WINDS AMONG SMALL HILLS AND FOLLOWS SMALL WASHES AT
 DV1922'TIMES, BUT HEADS IN A SOUTHERLY DIRECTION.  CROSS WASH
 DV1922'AND GO SOUTHWESTERLY FOR ABOUT 0.5 MILE TO BASE OF HILL
 DV1922'AND END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NECESSARY.
 DV1922'
 DV1922'FROM BASE OF HILL, PACK SOUTHWESTERLY TO POINT JUST EAST
 DV1922'OF THE HIGHEST POINT, THENCE RIGHT TO SUMMIT AND STATION.
 DV1922'
 DV1922'A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0964 ***********************************************************************
 FR0964  DESIGNATION -  COFER
 FR0964  PID         -  FR0964
 FR0964  STATE/COUNTY-  AZ/MOHAVE
 FR0964  USGS QUAD   -  BOTTLENECK WASH (1980)
 FR0964
 FR0964                         *CURRENT SURVEY CONTROL
 FR0964  ___________________________________________________________________
 FR0964* NAD 83(1992)-  35 04 36.23491(N)    113 39 15.41905(W)     ADJUSTED  
 FR0964* NAVD 88     -       993.73   (+/-2cm)    3260.3    (feet)  VERTCON   
 FR0964  ___________________________________________________________________
 FR0964  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 FR0964  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FR0964
 FR0964  HORZ ORDER  -  SECOND
 FR0964  VERT ORDER  -  THIRD ? (See Below)
 FR0964
 FR0964.The horizontal coordinates were established by classical geodetic methods
 FR0964.and adjusted by the National Geodetic Survey in August 1993..
 FR0964
 FR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0964.The vertical order pertains to the NGVD 29 superseded value.
 FR0964
 FR0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0964
 FR0964.The geoid height was determined by GEOID03.
 FR0964
 FR0964;                    North         East     Units Scale Factor Converg.
 FR0964;SPC AZ W     -   452,105.363   222,089.078   MT  0.99993427   +0 03 18.0
 FR0964;SPC AZ W     - 1,483,285.31    728,638.71   iFT  0.99993427   +0 03 18.0
 FR0964;UTM  12      - 3,884,775.201   257,988.970   MT  1.00032189   -1 31 33.9
 FR0964
 FR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0964!SPC AZ W     -   0.99984845  x   0.99993427  =   0.99978273
 FR0964!UTM  12      -   0.99984845  x   1.00032189  =   1.00017029
 FR0964
 FR0964:                Primary Azimuth Mark                     Grid Az
 FR0964:SPC AZ W     -  COFER AZ MK RESET                        011 21 12.0
 FR0964:UTM  12      -  COFER AZ MK RESET                        012 56 03.9
 FR0964
 FR0964|---------------------------------------------------------------------|
 FR0964| PID    Reference Object                     Distance      Geod. Az  |
 FR0964|                                                           dddmmss.s |
 FR0964| CH2944 COFER AZ MK RESET                                  0112430.0 |
 FR0964| CH2943 COFER AZ MK                                        0133226.6 |
 FR0964| CH2945 COFER RM 1                            7.600 METERS 05915     |
 FR0964| CH2946 COFER RM 2                            8.408 METERS 28430     |
 FR0964|---------------------------------------------------------------------|
 FR0964
 FR0964                          SUPERSEDED SURVEY CONTROL
 FR0964
 FR0964  NAD 83(1986)-  35 04 36.23637(N)    113 39 15.42318(W) AD(       ) 2
 FR0964  NAD 27      -  35 04 36.21300(N)    113 39 12.63400(W) AD(       ) 2
 FR0964  NGVD 29 (07/19/86)  992.90   (m)         3257.5    (f) LEVELING    3  
 FR0964
 FR0964.Superseded values are not recommended for survey control.
 FR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0964.See file dsdata.txt to determine how the superseded data were derived.
 FR0964
 FR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5798984775(NAD 83)
 FR0964_MARKER: DS = TRIANGULATION STATION DISK
 FR0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0964+STABILITY: SURFACE MOTION
 FR0964
 FR0964  HISTORY     - Date     Condition        Report By
 FR0964  HISTORY     - 1948     MONUMENTED       CGS
 FR0964  HISTORY     - 1955     GOOD             CGS
 FR0964  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FR0964  HISTORY     - 1979     GOOD             AZDT
 FR0964  HISTORY     - 1981     GOOD             AZDT
 FR0964
 FR0964                          STATION DESCRIPTION
 FR0964
 FR0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0964'THE STATION IS ABOUT 45 MILES AIRLINE SOUTHEAST OF KINGMAN,
 FR0964'40 MILES SOUTH SOUTHEAST OF HACKBERRY, ABOUT 0.3 MILE WEST OF
 FR0964'THE KINGMAN-WIKIEUP ROAD, 1 MILE WEST OF THE BIG SANDY RIVER
 FR0964'ON THE HIGHEST POINT OF A LOW NARROW RIDGE JUST SOUTH OF THE
 FR0964'COFER RANCH BUILDINGS.
 FR0964'
 FR0964'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN GO
 FR0964'EASTERLY ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A FORK.  TURN
 FR0964'RIGHT SOUTHERLY CROSSING RAILROAD TRACKS AND CONTINUE ON THE
 FR0964'MAIN GRADED ROAD FOR 0.3 MILE TO A FORK AND SIGN BIG SANDY
 FR0964'ROUTE.  KEEP THE LEFT FORK AND CONTINUE ON THE BIG SANDY
 FR0964'ROAD TOWARDS WIKIEUP FOR 3.3 MILES TO A FORK.  KEEP LEFT FORK
 FR0964'ON MAIN BLADED ROAD FOR 1.4 MILES TO A FORK.  KEEP LEFT FORK
 FR0964'OF MAIN ROAD AND CONTINUE FOR 3.2 MILES TO A FORK.  TAKE LEFT
 FR0964'FORK ON MAIN ROAD FOR 5.6 MILES TO A FORK.  TAKE LEFT FORK
 FR0964'SOUTHEASTERLY AND CONTINUE ON THE MAIN ROAD FOR 10.5 MILES
 FR0964'TO A ROAD JUNCTION AND SIGN HACKBERRY.  KEEP RIGHT FORK AND
 FR0964'CONTINUE 0.5 MILE TO COFER RANCH BUILDINGS ON THE RIGHT.
 FR0964'(AZIMUTH MARK ON THE RIGHT 1 FOOT SOUTHEAST OF COFER RANCH
 FR0964'SIGN.) TURN RIGHT ON TRACK ROAD FOR 0.3 MILE TO A GATE
 FR0964'AT STOCK CORRAL.  PASS THROUGH GATE AND CONTINUE SOUTHERLY FOR
 FR0964'0.4 MILE TO HIGHEST POINT OF LOW RIDGE AND STATION.
 FR0964'
 FR0964'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE POST
 FR0964'PROJECTING ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL.
 FR0964'IT IS STAMPED COFER 1947.
 FR0964'
 FR0964'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 FR0964'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED
 FR0964'COFER 1947.
 FR0964'
 FR0964'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 FR0964'SET IN A CONCRETE POST PROJECTING ABOUT 6 INCHES AND IS ABOUT
 FR0964'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED COFER NO 1 1947.
 FR0964'
 FR0964'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0964'IN A BOULDER PROJECTING ABOUT 10 INCHES AND IS ABOUT 2 FEET
 FR0964'LOWER THAN THE STATION.  IT IS STAMPED COFER NO 2 1947.
 FR0964'
 FR0964'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 FR0964'POST PROJECTING ABOUT 4 INCHES, 20 FEET WEST OF THE ROAD
 FR0964'CENTER, 1 FOOT SOUTH OF THE COFER RANCH SIGN, AT THE ENTRANCE
 FR0964'TO THE COFER RANCH.  IT IS STAMPED COFER 1947.
 FR0964
 FR0964                          STATION RECOVERY (1955)
 FR0964
 FR0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0964'THE STATION, THE REFERENCE MARKS AND THE AZMUTH MARKS WERE
 FR0964'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FR0964'
 FR0964'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 FR0964
 FR0964                          STATION RECOVERY (1962)
 FR0964
 FR0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0964'STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 FR0964'2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FR0964'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 FR0964'TO HAVE BEEN DESTROYED OR COVERED UP BY WASH.  A NEW AZIMUTH
 FR0964'MARK WAS ESTABLISHED AND IS DESCRIBED BELOW.  THE DISTANCE
 FR0964'TO REFERENCE MARKS CHECKED.  A WITNESS POST WAS SET AT
 FR0964'STATION.  A NEW TO REACH FOLLOWS, ORIGINAL DESCRIPTION
 FR0964'ADEQUATE.
 FR0964'
 FR0964'STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF KINGMAN,
 FR0964'ABOUT 22 MILES SOUTH OF HACKBERRY AND ABOUT 1 MILE EAST OF
 FR0964'STATE ROUTE 93.
 FR0964'
 FR0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0964'93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST OF STATE
 FR0964'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST
 FR0964'ON STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT
 FR0964'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGNS HACKBERRY DEAD END,
 FR0964'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 1.55 MILES TO
 FR0964'GATE AND AZIMUTH MARK ON LEFT, CONTINUE SOUTHERLY 0.05 MILE TO
 FR0964'DRIVEWAY TO COFER RANCH HOUSE ON RIGHT AND TRACK ROAD
 FR0964'SOUTHERLY TOWARD CORRALS, CONTINUE SOUTHERLY 0.25 MILE TO
 FR0964'WATER TANK, CONTINUE WESTERLY FROM WATER TANK FOR 0.05
 FR0964'MILE TO GATE AT CORRALS, PASS THROUGH GATE AND FOLLOW
 FR0964'TRACK ROAD WESTERLY FOR 0.3 MILE TO TOP OF RIDGE, TURN
 FR0964'LEFT AND GO SOUTHERLY ALONG RIDGE FOR 0.15 MILE TO STATION.
 FR0964'
 FR0964'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED COVER 1948 RESET
 FR0964'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 FR0964'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 FR0964'IS 45 FEET EAST OF THE CENTER OF ROAD, 19 FEET SOUTH OF THE SOUTH
 FR0964'END OF ALUMINUM GATE, 3 FEET SOUTH OF THE WITNESS POST AND
 FR0964'1 FOOT WEST OF FENCE.
 FR0964'
 FR0964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0964
 FR0964                          STATION RECOVERY (1979)
 FR0964
 FR0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0964'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FR0964'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 FR0964'FOLLOWS.
 FR0964'
 FR0964'TO REACH THE STATION FROM INTERSECTION OF I40 AND U.S. 93 WHICH IS 20
 FR0964'MILES EAST OF KINGMAN, TRAVEL SOUTH ALONG U.S. 93 FOR 4.5 MILES TO A
 FR0964'BLADED ROAD ON THE LEFT. TURN LEFT TOWARD COFER RANCH FOR 1.6 MILES TO
 FR0964'THE AZIMUTH MARK ON THE LEFT WHICH IS EAST OF THE RANCH BUILDINGS.
 FR0964'OBTAIN PERMISSION FROM THE RANCH BEFORE CONTINUING SOUTH TO STATION ON
 FR0964'TOP OF FIRST RIDGE.
 FR0964
 FR0964                          STATION RECOVERY (1981)
 FR0964
 FR0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FR0964'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FR0964'DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0964'
 FR0964'TO REACH THE STATION FROM KINGMAN TRAVEL EAST ALONG I 40 FOR ABOUT 20
 FR0964'MILES TO THE INTERSECTION OF I 40 AND US 93.  TRAVEL SOUTH ALONG US 93
 FR0964'FOR 4.5 MILES TO A BLADED ROAD LEFT.  TURN LEFT FOR 1.6 MILES TO THE
 FR0964'AZIMUTH MARK ON THE LEFT AND EAST OF THE RANCH BUILDINGS.  THE STATION
 FR0964'IS LOCATED ON THE LOW RIDGE TO THE SOUTH.  STOP AT RANCH AND OBTAIN
 FR0964'PERMISSION TO DRIVE THROUGH CORRALS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0376 ***********************************************************************
 GQ0376  DESIGNATION -  COLD
 GQ0376  PID         -  GQ0376
 GQ0376  STATE/COUNTY-  AZ/MOHAVE
 GQ0376  USGS QUAD   -  COLD SPRING (1971)
 GQ0376
 GQ0376                         *CURRENT SURVEY CONTROL
 GQ0376  ___________________________________________________________________
 GQ0376* NAD 83(1992)-  36 20 56.68371(N)    113 18 37.53929(W)     ADJUSTED  
 GQ0376* NAVD 88     -      1640.8    (meters)    5383.     (feet)  VERTCON   
 GQ0376  ___________________________________________________________________
 GQ0376  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GQ0376  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0376
 GQ0376  HORZ ORDER  -  THIRD
 GQ0376
 GQ0376.The horizontal coordinates were established by classical geodetic methods
 GQ0376.and adjusted by the National Geodetic Survey in August 1993..
 GQ0376
 GQ0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0376
 GQ0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0376
 GQ0376.The geoid height was determined by GEOID03.
 GQ0376
 GQ0376;                    North         East     Units Scale Factor Converg.
 GQ0376;SPC AZ W     -   593,353.067   252,815.552   MT  0.99995251   +0 15 37.9
 GQ0376;SPC AZ W     - 1,946,696.41    829,447.35   iFT  0.99995251   +0 15 37.9
 GQ0376;UTM  12      - 4,025,145.934   292,671.364   MT  1.00012964   -1 22 11.6
 GQ0376
 GQ0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0376!SPC AZ W     -   0.99974626  x   0.99995251  =   0.99969878
 GQ0376!UTM  12      -   0.99974626  x   1.00012964  =   0.99987587
 GQ0376
 GQ0376|---------------------------------------------------------------------|
 GQ0376| PID    Reference Object                     Distance      Geod. Az  |
 GQ0376|                                                           dddmmss.s |
 GQ0376| CH2948 COLD RM 1                             8.369 METERS 13900     |
 GQ0376| CH2949 COLD RM 2                             7.973 METERS 23742     |
 GQ0376| CH2947 COLD AZ MK                                         3195626.7 |
 GQ0376|---------------------------------------------------------------------|
 GQ0376
 GQ0376                          SUPERSEDED SURVEY CONTROL
 GQ0376
 GQ0376  NAD 83(1986)-  36 20 56.67711(N)    113 18 37.53751(W) AD(       ) 3
 GQ0376  NAD 27      -  36 20 56.75900(N)    113 18 34.77300(W) AD(       ) 3
 GQ0376  NGVD 29 (07/19/86) 1639.9    (m)         5380.     (f) VERT ANG       
 GQ0376
 GQ0376.Superseded values are not recommended for survey control.
 GQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0376.See file dsdata.txt to determine how the superseded data were derived.
 GQ0376
 GQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9267125146(NAD 83)
 GQ0376_MARKER: DS = TRIANGULATION STATION DISK
 GQ0376_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0376_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0376
 GQ0376  HISTORY     - Date     Condition        Report By
 GQ0376  HISTORY     - 1953     MONUMENTED       CGS
 GQ0376
 GQ0376                          STATION DESCRIPTION
 GQ0376
 GQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0376'THE STATION IS LOCATED ON ROUND KNOLL, ON THE WEST SLOPE AND
 GQ0376'ON THE CREST OF A RIDGE BETWEEN COLD SPRINGS WASH AND WHITMORE
 GQ0376'WASH OR MULE CANYON.  IT IS ABOUT 4.5 MILES SOUTH AND 1.0
 GQ0376'MILE EAST OF THE MT. TRUMBULL SCHOOL, ABOUT 5 MILES WEST
 GQ0376'AND 1.0 MILE SOUTH OF MT. LOGAN, ABOUT 1.5 MILES SOUTH-SOUTHEAST
 GQ0376'OF A VERY SHARP, CONICAL SHAPPED AND LIGHT COLORED BUTTE,
 GQ0376'100 YARDS EAST OF A TRACK ROAD AND 20 FEET WEST OF A JUNIPER
 GQ0376'TREE WHICH IS ON THE HIGHEST POINT OF THE HILL.
 GQ0376'
 GQ0376'TO REACH FROM THE MT. TRUMBULL SCHOOL AND CROSSROADS IN THE
 GQ0376'COMMUNITY OF MT TRUMBULL WHICH LIE 50 MILES SOUTH-SOUTHEAST
 GQ0376'OF ST GEORGE, GO SOUTH FROM THE SCHOOL FOR 2 MILES TO A
 GQ0376'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0376'0.75 MILE TO WHERE A BLADED ROAD LEAVES THE LANE GOING TO THE
 GQ0376'LEFT.  TURN LEFT FOLLOWING THE BLADED ROAD FOR 0.3 MILE TO A
 GQ0376'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE BLADED ROAD
 GQ0376'FOR 0.95 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 GQ0376'ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 GQ0376'ON THE LEFT.  CONTINUE ON FOR 0.3 MILE TO THE STATION ON
 GQ0376'THE LEFT AS DESCRIBED.
 GQ0376'
 GQ0376'THE STATION IS A STANDARD DISK STAMPED COLD 1953.  IT IS
 GQ0376'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH PROJECTS
 GQ0376'3 INCHES.  THE EXPOSED BEDROCK IS A 6 FT X 6 FT SLAB.
 GQ0376'
 GQ0376'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLD NO 1 1953.
 GQ0376'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SOUTH RIM
 GQ0376'OF THE HILL.  IT IS FLUSH WITH THE CREST OF THE HILL AND 3
 GQ0376'FEET LOWER THAN THE STATION ELEVATION.
 GQ0376'
 GQ0376'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLD NO 2 1953.
 GQ0376'IT IS CEMENTED IN A DRILL HOLE IN BED ROCK WHICH PROJECTS
 GQ0376'2 INCHES.  IT IS 3 FEET BELOW STATION ELEVATION.
 GQ0376'
 GQ0376'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1953.  IT IS
 GQ0376'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS
 GQ0376'42 FEET EAST OF A TRACK ROAD ON THE WAY TO THE STATION, 40
 GQ0376'FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET NORTHWEST
 GQ0376'OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1060 ***********************************************************************
 DA1060  DESIGNATION -  COLFRED
 DA1060  PID         -  DA1060
 DA1060  STATE/COUNTY-  AZ/YUMA
 DA1060  USGS QUAD   -  TACNA (1982)
 DA1060
 DA1060                         *CURRENT SURVEY CONTROL
 DA1060  ___________________________________________________________________
 DA1060* NAD 83(1992)-  32 42 22.65904(N)    113 53 38.32751(W)     ADJUSTED  
 DA1060* NAVD 88     -       102.33   (+/-2cm)     335.7    (feet)  VERTCON   
 DA1060  ___________________________________________________________________
 DA1060  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DA1060  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1060
 DA1060  HORZ ORDER  -  FIRST
 DA1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1060
 DA1060.The horizontal coordinates were established by classical geodetic methods
 DA1060.and adjusted by the National Geodetic Survey in August 1993..
 DA1060
 DA1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1060.The vertical order pertains to the NGVD 29 superseded value.
 DA1060
 DA1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1060
 DA1060.The geoid height was determined by GEOID03.
 DA1060
 DA1060;                    North         East     Units Scale Factor Converg.
 DA1060;SPC AZ W     -   189,197.752   199,861.109   MT  0.99993558   -0 04 40.1
 DA1060;SPC AZ W     -   620,727.53    655,712.30   iFT  0.99993558   -0 04 40.1
 DA1060;UTM  12      - 3,622,431.308   228,715.946   MT  1.00050758   -1 33 52.8
 DA1060
 DA1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1060!SPC AZ W     -   0.99998911  x   0.99993558  =   0.99992469
 DA1060!UTM  12      -   0.99998911  x   1.00050758  =   1.00049668
 DA1060
 DA1060|---------------------------------------------------------------------|
 DA1060| PID    Reference Object                     Distance      Geod. Az  |
 DA1060|                                                           dddmmss.s |
 DA1060| CH2955 COLFRED RM 3 AZIMUTH                               08343     |
 DA1060| CH2152 HIGHWAY 80 STA 1332+90 322.01                      0840605.9 |
 DA1060| DA1248 COLFRED RM 2                         17.680 METERS 20234     |
 DA1060| CH2954 COLFRED RM 1 TILTED                  19.310 METERS 26400     |
 DA1060| CH2953 COLFRED RM 1                         19.388 METERS 26435     |
 DA1060| DA1140 COLFRED RM 4                         23.545 METERS 34455     |
 DA1060|---------------------------------------------------------------------|
 DA1060
 DA1060                          SUPERSEDED SURVEY CONTROL
 DA1060
 DA1060  NAD 83(1986)-  32 42 22.65564(N)    113 53 38.33390(W) AD(       ) 1
 DA1060  NAD 27      -  32 42 22.48500(N)    113 53 35.59000(W) AD(       ) 1
 DA1060  NGVD 29 (??/??/92)  101.640  (m)          333.46   (f) ADJ UNCH    1 2
 DA1060
 DA1060.Superseded values are not recommended for survey control.
 DA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1060.See file dsdata.txt to determine how the superseded data were derived.
 DA1060
 DA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2871622431(NAD 83)
 DA1060_MARKER: DD = SURVEY DISK
 DA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1060_STAMPING: COLFRED 1934 RS 1925
 DA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1060+STABILITY: SURFACE MOTION
 DA1060
 DA1060  HISTORY     - Date     Condition        Report By
 DA1060  HISTORY     - 1934     MONUMENTED       USGS
 DA1060  HISTORY     - 1952     SEE DESCRIPTION  CGS
 DA1060  HISTORY     - 1952     GOOD             NGS
 DA1060  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1060  HISTORY     - 1962     GOOD             AMS
 DA1060  HISTORY     - 1971     GOOD             NGS
 DA1060  HISTORY     - 1981     GOOD             NGS
 DA1060
 DA1060                          STATION DESCRIPTION
 DA1060
 DA1060'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA1060'STATION IS LOCATED 100 FEET N OF U.S. HIGHWAY 80 AND 0.75
 DA1060'MILE E OF THE RAILROAD STATION ON THE SOUTHERN PACIFIC CALLED
 DA1060'COLFRED.  STATION IS IN A NORTHWESTERLY DIRECTION FROM
 DA1060'BLOCK SIGNAL NO. 7483 ON RAILROAD.
 DA1060'
 DA1060'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1060'DISKS SET IN CONCRETE.
 DA1060'
 DA1060'REACHED FROM COLFRED BY GOING E ON MAIN HIGHWAY FOR 0.75
 DA1060'MILE TO THE ABOVE MENTIONED SIGNAL ON THE RAILROAD TRACKS.
 DA1060'FROM HERE HEAD NW FOR ABOUT 0.1 MILE TO THE STATION.
 DA1060'
 DA1060'SELECTED FOR LA PLACE STATION, POSO IS VISIBLE FROM THE
 DA1060'GROUND, AND WILL SERVE AS INITIAL FOR AZIMUTH.
 DA1060'
 DA1060'THIS STATION WAS ESTABLISHED IN 1925 BY THE U.S.G.S.
 DA1060
 DA1060                          STATION RECOVERY (1952)
 DA1060
 DA1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1060'STATION IS LOCATED, 8.4 MILES WEST ALONG U.S. HIGHWAY 80
 DA1060'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MOHAWK,
 DA1060'AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO A CANAL,
 DA1060'ON THE INSIDE OF A CURVE, 0.6 MILE EAST OF THE SECTION HOUSE
 DA1060'AT COLFRED, A STANDARD TRIANGULATION STATION DISK STAMPED
 DA1060'COLFRED 1934 RS 1925 (USGS) SET IN THE TOP OF A CONCRETE
 DA1060'POST PROJECTING 2 FEET ABOVE THE GROUND, 86.4 FEET NORTH
 DA1060'OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET NORTH OF R.M.
 DA1060'NO. 2, 28-1/2 FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET
 DA1060'ABOVE THE HIGHWAY, NOTE--THIS MARK IS LOOSE.  REFERENCE MARK
 DA1060'NO 1, A STANDARD (USGS) REFERENCE MARK STAMPED COLFRED NO.
 DA1060'1 1934, NOTE--THIS MARK HAS BEEN HIT BY A DOZER AND IS
 DA1060'LEANING AT ABOUT A 40 DEGREE ANGLE, CONSIDERED UNSTABLE, WAS
 DA1060'NOT LEVELED OVER IN 1952.  REFERENCE MARK NO. 2, A
 DA1060'STANDARD (USGS) REFERENCE MARK STAMPED COLFRED NO. 2 1934 SET
 DA1060'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA1060'THE GROUND, 58.8 FEET SOUTH OF THE STATION, 35.6 FEET
 DA1060'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE
 DA1060'CENTER LINE OF A DIRT ROAD, 0.8 FOOT LOWER THAN THE
 DA1060'HIGHWAY.
 DA1060
 DA1060                          STATION RECOVERY (1952)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA1060'8.4 MI W FROM MOHAWK.
 DA1060'8.4 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1060'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, AT THE T JUNCTION OF A
 DA1060'DIRT ROAD LEADING NORTH TO A CANAL, ON THE INSIDE OF A CURVE, 0.6 MILE
 DA1060'EAST OF THE SECTION HOUSE AT COLFRED, 86.4 FEET NORTH OF THE CENTER
 DA1060'LINE OF THE HIGHWAY, 58.5 FEET NORTH OF R.M. NO. 2, 28 1/2 FEET EAST
 DA1060'OF THE CENTER OF A DIRT ROAD, 2 FEET ABOVE THE HIGHWAY, AND SET IN THE
 DA1060'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND.
 DA1060
 DA1060                          STATION RECOVERY (1960)
 DA1060
 DA1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1060'THE STATION AND REFERENCE MARK 1 WAS RECOVERED HOWEVER THE
 DA1060'STATION MARK WAS FOUND TO BE VERY UNSTABLE THEREFORE WAS
 DA1060'RESET, REFERENCE MARK 1 WAS FOUND TILTED BY CONSTRUCTION
 DA1060'EQUIPMENT, REFERENCE MARK 2 HAS BEEN DESTROYED AND REFERENCE
 DA1060'MARK 3 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE
 DA1060'MARK 4 AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 DA1060'OCCUPATION.  A COMPLETE DESCRIPTION FOLLOWS--
 DA1060'
 DA1060'THE STATION IS 3.4 MILES EASTERLY ALONG U.S. HIGHWAY 80
 DA1060'FROM THE TACNA POST OFFICE, 0.2 MILE EAST OF HIGHWAY MILE
 DA1060'POST 48, 85 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DA1060'20 FEET EAST OF THE CENTER LINE OF A DIRT ROAD AND 6 FEET
 DA1060'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1060'
 DA1060'THE STATION, WITH A C AND GS UNDERGROUND MARK, IS A STANDARD
 DA1060'USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DA1060'POST SET 1-FOOT BELOW THE SURFACE OF THE GROUND.  IT IS
 DA1060'STAMPED COLFRED RS 1925 COLFRED USC AND GS 1934 RESET 1960.
 DA1060'
 DA1060'REFERENCE MARK 1, STAMPED COLFRED USGS NO 1 1934, IS A STANDARD
 DA1060'DISK SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES AND
 DA1060'IS TILTED ABOUT 40 DEGREES TO THE SOUTH.
 DA1060'
 DA1060'REFERENCE MARK 4, STAMPED COLFRED 1960, IS A STANDARD DISK
 DA1060'SET IN CONCRETE IN THE TOP OF A 4-INCH SOIL PIPE FLUSH WITH THE
 DA1060'TOP OF A SMALL MOUND OF EARTH ABOUT 15 FEET NORTHWEST OF THE
 DA1060'CENTER LINE OF A DIRT ROAD WHICH PASSES BETWEEN IT AND
 DA1060'THE STATION.
 DA1060'
 DA1060'THE AZIMUTH MARK IS A BRASS DISK OF THE ARIZONA HIGHWAY
 DA1060'DEPARTMENT SET IN A DRILL HOLE IN THE TOP CENTER OF THE SOUTH
 DA1060'HEADWALL OF A BOX CULVERT, 0.3 MILE EAST OF THE STATION, 17.5
 DA1060'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80 AND ABOUT
 DA1060'LEVEL WITH THE HIGHWAY .  IT IS STAMPED 322.01 1332+90 1333+34.17
 DA1060'1941.
 DA1060'
 DA1060'A 2-WHEEL DRIVE STATION.
 DA1060'
 DA1060'THE OBSERVATION OF A CHECK ANGLE FROM THE RESET STATION MARK,
 DA1060'BETWEEN POSO TO HAWK AGREED WITH THE ADJUSTED VALUES BY
 DA1060'0.99 SECONDS.
 DA1060
 DA1060                          STATION RECOVERY (1962)
 DA1060
 DA1060'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1060'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DA1060
 DA1060                          STATION RECOVERY (1971)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1060'THE STATION MARKS, REFERENCE MARKS 1, 2 AND 4 HAVE BEEN DESTROYED BY
 DA1060'CONSTRUCTION IN THE AREA.
 DA1060'
 DA1060'THE AZIMUTH MARK B M 322.01 (AHD) 0.3 MILE EAST OF THE STATION WAS
 DA1060'FOUND AND USED AS A AZIMUTH MARK TO TRIANGULATION STATION COLFRED
 DA1060'(USGS) 2.
 DA1060'
 DA1060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES EAST
 DA1060'OF TACNA.
 DA1060
 DA1060                          STATION RECOVERY (1981)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1195 ***********************************************************************
 DA1195  DESIGNATION -  COLFRED 2
 DA1195  PID         -  DA1195
 DA1195  STATE/COUNTY-  AZ/YUMA
 DA1195  USGS QUAD   -  TACNA (1982)
 DA1195
 DA1195                         *CURRENT SURVEY CONTROL
 DA1195  ___________________________________________________________________
 DA1195* NAD 83(1992)-  32 42 22.89804(N)    113 53 36.16852(W)     ADJUSTED  
 DA1195* NAVD 88     -       101.302  (meters)     332.36   (feet)  ADJUSTED  
 DA1195  ___________________________________________________________________
 DA1195  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DA1195  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1195  DYNAMIC HT  -         101.184 (meters)     331.97  (feet)  COMP
 DA1195  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DA1195
 DA1195  HORZ ORDER  -  FIRST
 DA1195  VERT ORDER  -  FIRST     CLASS II
 DA1195
 DA1195.The horizontal coordinates were established by classical geodetic methods
 DA1195.and adjusted by the National Geodetic Survey in August 1993..
 DA1195
 DA1195.The orthometric height was determined by differential leveling
 DA1195.and adjusted by the National Geodetic Survey in June 1991..
 DA1195
 DA1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1195
 DA1195.The geoid height was determined by GEOID03.
 DA1195
 DA1195.The dynamic height is computed by dividing the NAVD 88
 DA1195.geopotential number by the normal gravity value computed on the
 DA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1195.degrees latitude (g = 980.6199 gals.).
 DA1195
 DA1195.The modeled gravity was interpolated from observed gravity values.
 DA1195
 DA1195;                    North         East     Units Scale Factor Converg.
 DA1195;SPC AZ W     -   189,205.038   199,917.346   MT  0.99993556   -0 04 38.9
 DA1195;SPC AZ W     -   620,751.44    655,896.80   iFT  0.99993556   -0 04 38.9
 DA1195;UTM  12      - 3,622,437.135   228,772.385   MT  1.00050721   -1 33 51.6
 DA1195
 DA1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1195!SPC AZ W     -   0.99998927  x   0.99993556  =   0.99992483
 DA1195!UTM  12      -   0.99998927  x   1.00050721  =   1.00049647
 DA1195
 DA1195|---------------------------------------------------------------------|
 DA1195| PID    Reference Object                     Distance      Geod. Az  |
 DA1195|                                                           dddmmss.s |
 DA1195| DA1194 COLFRED 2 RM 5                       19.916 METERS 07224     |
 DA1195| CH2152 HIGHWAY 80 STA 1332+90 322.01                      0841940.0 |
 DA1195| CH2956 COLFRED 2 RM 6                       24.136 METERS 32216     |
 DA1195|---------------------------------------------------------------------|
 DA1195
 DA1195                          SUPERSEDED SURVEY CONTROL
 DA1195
 DA1195  NAD 83(1986)-  32 42 22.89453(N)    113 53 36.17563(W) AD(       ) 1
 DA1195  NAD 27      -  32 42 22.72356(N)    113 53 33.43138(W) AD(       ) 1
 DA1195  NGVD 29 (07/19/86)   99.9    (m)          328.     (f) VERT ANG       
 DA1195
 DA1195.Superseded values are not recommended for survey control.
 DA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1195.See file dsdata.txt to determine how the superseded data were derived.
 DA1195
 DA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2877222437(NAD 83)
 DA1195_MARKER: DS = TRIANGULATION STATION DISK
 DA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1195_SP_SET: CONCRETE POST
 DA1195_STAMPING: COLFRED 2 USGS 1971
 DA1195_MARK LOGO: NGS   
 DA1195_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1195+STABILITY: SURFACE MOTION
 DA1195
 DA1195  HISTORY     - Date     Condition        Report By
 DA1195  HISTORY     - 1971     MONUMENTED       USGS
 DA1195  HISTORY     - 1981     GOOD             NGS
 DA1195
 DA1195                          STATION DESCRIPTION
 DA1195
 DA1195'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ)
 DA1195'THE STATION IS LOCATED ABOUT 15 MILES EAST OF WELLTON, 3.5 MILES
 DA1195'EAST OF TACNA, ON PROPERTY OWNED BY SPENCER AND SPENCER.
 DA1195'
 DA1195'TO REACH THE STATION FROM THE POST OFFICE IN TACNA GO EAST ON
 DA1195'U.S. HIGHWAY 80 FOR 3.5 MILES TO A SIDE ROAD LEFT AND THE STATION
 DA1195'ON THE LEFT.
 DA1195'
 DA1195'TO REACH THE AZIMUTH MARK CONTINUE AHEAD EAST ON U.S. HIGHWAY 80
 DA1195'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DA1195'
 DA1195'THE STATION MARKS ARE STANDARD DISKS STAMPED COLFRED (USGS) 2 1971,
 DA1195'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DA1195'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 99 FEET EAST OF
 DA1195'A GRAVELED ROAD, 85 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 80,
 DA1195'AND 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 DA1195'UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 DA1195'
 DA1195'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COLFRED (USGS) 2 NO 5
 DA1195'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DA1195'WHICH PROJECTS 4 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF
 DA1195'U.S. HIGHWAY 80, AND 66 FEET EAST OF THE METAL WITNESS POST WITH
 DA1195'SIGN ATTACHED.
 DA1195'
 DA1195'REFERENCE MARK 6 IS A STANDARD DISK STAMPED COLFRED (USGS) 2 NO 6
 DA1195'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DA1195'WHICH PROJECTS 4 INCHES.  IT IS 74 FEET NORTHWEST OF THE METAL
 DA1195'WITNESS POST WITH SIGN ATTACHED, AND 48 FEET EAST OF THE CENTER OF
 DA1195'THE GRAVEL ROAD.
 DA1195'
 DA1195'THE AZIMUTH MARK IS ARIZONA HIGHWAY DEPARTMENT BENCH MARK DISK
 DA1195'STAMPED 322.01 1332+90= 1333+34.17 1941, SET IN A DRILL HOLE IN THE
 DA1195'SOUTH OF A BRIDGE WHICH PROJECTS 1 FOOT ABOVE THE HIGHWAY.  IT IS
 DA1195'23 FEET WEST OF THE EAST END OF THE HEADWALL, 21 FEET EAST OF THE
 DA1195'WEST END OF HEADWALL, AND 17 FEET SOUTH OF THE CENTER OF U.S.
 DA1195'HIGHWAY 80.
 DA1195'
 DA1195'HEIGHT OF LIGHT ABOVE STATION MARK 22.23 METERS.
 DA1195
 DA1195                          STATION RECOVERY (1981)
 DA1195
 DA1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1195'5.6 KM (3.5 MI) NE FROM TACNA.
 DA1195'5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1195'IN TACNA, 0.25 KM (0.15 MI) NORTHEAST OF THE RIO FARMS INC. COOLING
 DA1195'PLANT, AT A LARGE PINK OIL TANK NUMBER 327B-01, 25.9 M (85.0 FT)
 DA1195'NORTHWEST OF THE HIGHWAY, 30.2 M (99.0 FT) EAST OF THE CENTERLINE OF
 DA1195'A GRAVEL ROAD LEADING NORTH, 19.9 M (65.3 FT) SOUTHWEST OF COLFRED 2
 DA1195'RM 5.
 DA1195'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 DA1195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1194 ***********************************************************************
 DA1194  DESIGNATION -  COLFRED 2 RM 5
 DA1194  PID         -  DA1194
 DA1194  STATE/COUNTY-  AZ/YUMA
 DA1194  USGS QUAD   -  TACNA (1982)
 DA1194
 DA1194                         *CURRENT SURVEY CONTROL
 DA1194  ___________________________________________________________________
 DA1194* NAD 83(1986)-  32 42 23.     (N)    113 53 36.     (W)     SCALED    
 DA1194* NAVD 88     -       101.022  (meters)     331.44   (feet)  ADJUSTED  
 DA1194  ___________________________________________________________________
 DA1194  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1194  DYNAMIC HT  -         100.905 (meters)     331.05  (feet)  COMP
 DA1194  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DA1194
 DA1194  VERT ORDER  -  FIRST     CLASS II
 DA1194
 DA1194.The horizontal coordinates were scaled from a topographic map and have
 DA1194.an estimated accuracy of +/- 6 seconds.
 DA1194
 DA1194.The orthometric height was determined by differential leveling
 DA1194.and adjusted by the National Geodetic Survey in June 1991..
 DA1194
 DA1194.The geoid height was determined by GEOID03.
 DA1194
 DA1194.The dynamic height is computed by dividing the NAVD 88
 DA1194.geopotential number by the normal gravity value computed on the
 DA1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1194.degrees latitude (g = 980.6199 gals.).
 DA1194
 DA1194.The modeled gravity was interpolated from observed gravity values.
 DA1194
 DA1194;                    North         East    Units  Estimated Accuracy
 DA1194;SPC AZ W     -   189,210.      199,920.      MT  (+/- 180 meters Scaled)
 DA1194
 DA1194                          SUPERSEDED SURVEY CONTROL
 DA1194
 DA1194.No superseded survey control is available for this station.
 DA1194
 DA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB287224(NAD 83)
 DA1194_MARKER: DR = REFERENCE MARK DISK
 DA1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1194_SP_SET: CONCRETE POST
 DA1194_STAMPING: COLFRED 2 NO 5 USGS 1971
 DA1194_MARK LOGO: NGS   
 DA1194_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1194+STABILITY: SURFACE MOTION
 DA1194
 DA1194  HISTORY     - Date     Condition        Report By
 DA1194  HISTORY     - 1971     MONUMENTED       USGS
 DA1194  HISTORY     - 1981     GOOD             NGS
 DA1194
 DA1194                          STATION DESCRIPTION
 DA1194
 DA1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1194'5.6 KM (3.5 MI) NE FROM TACNA.
 DA1194'5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1194'IN TACNA, 0.25 KM (0.15 MI) NORTHEAST OF THE RIO FARMS INC COOLING
 DA1194'PLANT, AT A LARGE PINK OIL TANK NUMBER 327B-01, 28.3 M (93.0 FT)
 DA1194'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.9 M (65.3 FT) NORTHEAST
 DA1194'OF STATION COLFRED 2 USGS.
 DA1194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1433 ***********************************************************************
 DA1433  DESIGNATION -  COLFRED OFFSET
 DA1433  PID         -  DA1433
 DA1433  STATE/COUNTY-  AZ/YUMA
 DA1433  USGS QUAD   -  TACNA (1982)
 DA1433
 DA1433                         *CURRENT SURVEY CONTROL
 DA1433  ___________________________________________________________________
 DA1433* NAD 83(1992)-  32 42 20.94991(N)    113 53 38.04567(W)     ADJUSTED  
 DA1433* NAVD 88     -       101.52   (+/-2cm)     333.1    (feet)  VERTCON   
 DA1433  ___________________________________________________________________
 DA1433  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DA1433  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1433
 DA1433  HORZ ORDER  -  FIRST
 DA1433  VERT ORDER  -  THIRD ? (See Below)
 DA1433
 DA1433.The horizontal coordinates were established by classical geodetic methods
 DA1433.and adjusted by the National Geodetic Survey in August 1993..
 DA1433
 DA1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1433.The vertical order pertains to the NGVD 29 superseded value.
 DA1433
 DA1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1433
 DA1433.The geoid height was determined by GEOID03.
 DA1433
 DA1433;                    North         East     Units Scale Factor Converg.
 DA1433;SPC AZ W     -   189,145.095   199,868.378   MT  0.99993558   -0 04 39.9
 DA1433;SPC AZ W     -   620,554.77    655,736.15   iFT  0.99993558   -0 04 39.9
 DA1433;UTM  12      - 3,622,378.450   228,721.849   MT  1.00050754   -1 33 52.6
 DA1433
 DA1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1433!SPC AZ W     -   0.99998923  x   0.99993558  =   0.99992481
 DA1433!UTM  12      -   0.99998923  x   1.00050754  =   1.00049677
 DA1433
 DA1433:                Primary Azimuth Mark                     Grid Az
 DA1433:SPC AZ W     -  HAWK                                     067 53 36.1
 DA1433:UTM  12      -  HAWK                                     069 22 48.8
 DA1433
 DA1433|---------------------------------------------------------------------|
 DA1433| PID    Reference Object                     Distance      Geod. Az  |
 DA1433|                                                           dddmmss.s |
 DA1433| DA1436 HAWK                                APPROX.13.4 KM 0674856.2 |
 DA1433| CH2950 COLFRED OFFSET RM 1                                09158     |
 DA1433| CH2951 COLFRED OFFSET RM 2                                17259     |
 DA1433| CH2952 COLFRED OFFSET RM 3                                24557     |
 DA1433| DA1060 COLFRED                              53.160 METERS 35204     |
 DA1433|---------------------------------------------------------------------|
 DA1433
 DA1433                          SUPERSEDED SURVEY CONTROL
 DA1433
 DA1433  NAD 83(1986)-  32 42 20.94631(N)    113 53 38.05204(W) AD(       ) 1
 DA1433  NAD 27      -  32 42 20.77566(N)    113 53 35.30816(W) AD(       ) 1
 DA1433  NGVD 29 (07/19/86)  100.83   (m)          330.8    (f) LEVELING    3  
 DA1433
 DA1433.Superseded values are not recommended for survey control.
 DA1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1433.See file dsdata.txt to determine how the superseded data were derived.
 DA1433
 DA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2872222378(NAD 83)
 DA1433_MARKER: DD = SURVEY DISK
 DA1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1433
 DA1433  HISTORY     - Date     Condition        Report By
 DA1433  HISTORY     - 1965     MONUMENTED       AMS
 DA1433
 DA1433                          STATION DESCRIPTION
 DA1433
 DA1433'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1965
 DA1433'COLFRED OFFSET, 1965 WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD
 DA1433'PARTY IN CONJUNCTION WITH THE PRECISE GEODIMETER TRAVERSE FROM
 DA1433'GORDON WELLS, CALIFORNIA TO PIEDRA, ARIZONA.
 DA1433'
 DA1433'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET ARMY MAP SERVICE 1965, SET IN TOP OF A 6 INCH SQUARE
 DA1433'CONCRETE POST, WITH A 2 FOOT COLLAR OF CONCRETE SURROUNDING THE
 DA1433'POST.  IT IS FLUSH WITH GROUND SURFACE.
 DA1433'
 DA1433'THE UNDERGROUND MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET AMS 1965, SET IN A CONCRETE MASS CENTERED BENEATH THE
 DA1433'SURFACE MARK.
 DA1433'
 DA1433'THE STATION IS LOCATED 3.4 MILES EAST OF TACNA, ARIZONA, 93 FEET
 DA1433'WEST-SOUTHWEST OF A WHITE STEEL RAILROAD BEAM USED AS A RAILROAD
 DA1433'RIGHT-OF-WAY MARKER, 88.5 FEET SOUTH OF THE CENTERLINE OF U. S.
 DA1433'HIGHWAY 80, 52.1 FEET NORTH OF THE NORTH RAIL OF THE SANTA FE
 DA1433'RAILROAD, AND 2.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 DA1433'ATTACHED.  IT IS 53.163 METERS SOUTH-SOUTHEAST OF COLFRED.
 DA1433'
 DA1433'TO REACH THE STATION FROM THE TACNA POST OFFICE GO EAST ON U. S. 80
 DA1433'FOR 3.2 MILES TO MILE POST 48.  CONTINUE EAST 0.2 MILE TO THE
 DA1433'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 DA1433'
 DA1433'REFERENCE MARK NO. 1--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 1 ARMY MAP SERVICE 1965, SET IN TOP OF A 6 INCH
 DA1433'SQUARE CONCRETE POST THAT PROJECTS 0.6 FOOT ABOVE THE GROUND.  IT
 DA1433'IS 85.625 FEET EAST OF THE STATION AND 2.4 FEET NORTH OF A
 DA1433'TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO. 2--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 2 ARMY MAP SERVICE 1965, SET IN THE TOP OF A 6
 DA1433'INCH SQUARE CONCRETE POST WHICH PROJECTS 0.5 FEET ABOVE THE
 DA1433'GROUND.  IT IS 184.87 FEET SOUTH OF THE STATION AND 3.2 FEET NORTH
 DA1433'OF A TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO. 3--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 3 ARMY MAP SERVICE 1965, SET IN THE TOP OF A 6
 DA1433'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE THE
 DA1433'GROUND.  IT IS 96.703 FEET WEST-SOUTHWEST OF THE STATION AND 2.8
 DA1433'FEET SOUTH OF A TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO 4--A USC AND GS SUB-SURFACE DISK, STAMPED COLFRED
 DA1433'1960, SET IN A MASS OF CONCRETE WHICH WILL BE ABOUT 2 FEET BELOW THE
 DA1433'GROUND SURFACE WHEN CONSTRUCTION IN THE AREA IS COMPLETE.  IT IS
 DA1433'THE UNDERGROUND MARK FOR USC AND GS STATION COLFRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0896 ***********************************************************************
 FQ0896  DESIGNATION -  COLISEUM
 FQ0896  PID         -  FQ0896
 FQ0896  STATE/COUNTY-  AZ/NAVAJO
 FQ0896  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0896
 FQ0896                         *CURRENT SURVEY CONTROL
 FQ0896  ___________________________________________________________________
 FQ0896* NAD 83(1992)-  35 22 29.15493(N)    110 06 50.35999(W)     ADJUSTED  
 FQ0896* NAVD 88     -      1936.9    (meters)    6355.     (feet)  VERTCON   
 FQ0896  ___________________________________________________________________
 FQ0896  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FQ0896  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 FQ0896
 FQ0896  HORZ ORDER  -  THIRD
 FQ0896
 FQ0896.The horizontal coordinates were established by classical geodetic methods
 FQ0896.and adjusted by the National Geodetic Survey in August 1993..
 FQ0896
 FQ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0896
 FQ0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0896
 FQ0896.The geoid height was determined by GEOID03.
 FQ0896
 FQ0896;                    North         East     Units Scale Factor Converg.
 FQ0896;SPC AZ E     -   485,149.293   218,146.351   MT  0.99990028   +0 01 49.8
 FQ0896;SPC AZ E     - 1,591,697.16    715,703.25   iFT  0.99990028   +0 01 49.8
 FQ0896;UTM  12      - 3,914,964.657   580,480.692   MT  0.99967982   +0 30 46.7
 FQ0896
 FQ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0896!SPC AZ E     -   0.99969963  x   0.99990028  =   0.99959994
 FQ0896!UTM  12      -   0.99969963  x   0.99967982  =   0.99937955
 FQ0896
 FQ0896|---------------------------------------------------------------------|
 FQ0896| PID    Reference Object                     Distance      Geod. Az  |
 FQ0896|                                                           dddmmss.s |
 FQ0896| CR9957 COLISEUM RM 2                         5.108 METERS 05931     |
 FQ0896| CR9956 COLISEUM RM 1                         8.291 METERS 18220     |
 FQ0896| FQ0721 SHEEP                               APPROX.10.3 KM 2394825.5 |
 FQ0896|---------------------------------------------------------------------|
 FQ0896
 FQ0896                          SUPERSEDED SURVEY CONTROL
 FQ0896
 FQ0896  NAD 83(1986)-  35 22 29.15144(N)    110 06 50.36225(W) AD(       ) 3
 FQ0896  NGVD 29 (02/23/90) 1936.0    (m)         6352.     (f) VERT ANG       
 FQ0896
 FQ0896.Superseded values are not recommended for survey control.
 FQ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0896.See file dsdata.txt to determine how the superseded data were derived.
 FQ0896
 FQ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8048114965(NAD 83)
 FQ0896_MARKER: DS = TRIANGULATION STATION DISK
 FQ0896_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0896_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0896+STABILITY: POSITION/ELEVATION WELL
 FQ0896
 FQ0896  HISTORY     - Date     Condition        Report By
 FQ0896  HISTORY     - 1966     MONUMENTED       USGS
 FQ0896
 FQ0896                          STATION DESCRIPTION
 FQ0896
 FQ0896'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0896'LOCATED ABOUT 41 MI NE. OF WINSLOW, ABOUT 14 MI N. OF SOUTH
 FQ0896'BOUNDARY OF NAVAJO RESERVATION, ABOUT 12 MI E. OF DILKON, ABOUT
 FQ0896'3.5 MI SW. OF BIDAHOCHI TRADING POST.  ON HIGHEST PART OF MTN.
 FQ0896'
 FQ0896'STATION REACHED BY HELICOPTER.
 FQ0896'
 FQ0896'STATION MARK--STANDARD TABLET STAMPED---COLISEUM 1966---, CEMENTED
 FQ0896'IN DRILL HOLE ON TOP OF ROCK OUTCROP PROJECTING 0.5 FT.
 FQ0896'
 FQ0896'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0896'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0896'
 FQ0896'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0896'HOLE ON TOP OF ROCK OUTCROP FLUSH WITH GROUND.
 FQ0896'
 FQ0896'1973 RECOVERY--NEW TO REACH FOLLOWS.
 FQ0896'
 FQ0896'TO REACH FROM TRADING POST AT INDIAN WELLS, GO 3.2 MI SE. ON
 FQ0896'GRADED RD. TOWARD DILKON TO REVERSE Y-RD.  TURN LEFT 1.2 MI TO
 FQ0896'POINT JUST N. OF LARGE DRAIN.  LEAVE RD. RIGHT ACROSS DRAIN AND
 FQ0896'WORK WAY UP MOST GENTLE OF RIDGES SW. ABOUT 0.4 MI TO END OF
 FQ0896'TRUCK TRAVEL (4-WHEEL DRIVE IS NEEDED TO DRIVE RIDGE).  GO W. TO
 FQ0896'BASE OF STEEP PART OF HILL AND FOLLOW GAME TRAIL TO TOP AND
 FQ0896'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0370 ***********************************************************************
 CF0370  DESIGNATION -  COLLEGE
 CF0370  PID         -  CF0370
 CF0370  STATE/COUNTY-  AZ/COCHISE
 CF0370  USGS QUAD   -  PAUL SPUR (1957)
 CF0370
 CF0370                         *CURRENT SURVEY CONTROL
 CF0370  ___________________________________________________________________
 CF0370* NAD 83(1992)-  31 21 50.68214(N)    109 41 32.79556(W)     ADJUSTED  
 CF0370* NAVD 88     -      1261.2    (meters)    4138.     (feet)  VERTCON   
 CF0370  ___________________________________________________________________
 CF0370  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CF0370  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0370
 CF0370  HORZ ORDER  -  SECOND
 CF0370
 CF0370.The horizontal coordinates were established by classical geodetic methods
 CF0370.and adjusted by the National Geodetic Survey in August 1993..
 CF0370
 CF0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0370
 CF0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0370
 CF0370.The geoid height was determined by GEOID03.
 CF0370
 CF0370;                    North         East     Units Scale Factor Converg.
 CF0370;SPC AZ E     -    40,459.451   258,473.103   MT  0.99992509   +0 14 48.6
 CF0370;SPC AZ E     -   132,740.98    848,008.87   iFT  0.99992509   +0 14 48.6
 CF0370;UTM  12      - 3,470,690.720   624,355.509   MT  0.99979074   +0 40 50.3
 CF0370
 CF0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0370!SPC AZ E     -   0.99980631  x   0.99992509  =   0.99973141
 CF0370!UTM  12      -   0.99980631  x   0.99979074  =   0.99959709
 CF0370
 CF0370|---------------------------------------------------------------------|
 CF0370| PID    Reference Object                     Distance      Geod. Az  |
 CF0370|                                                           dddmmss.s |
 CF0370| CS5395 COLLEGE RM 1                         10.188 METERS 09725     |
 CF0370| CS5396 COLLEGE RM 2                         10.275 METERS 27658     |
 CF0370|---------------------------------------------------------------------|
 CF0370
 CF0370                          SUPERSEDED SURVEY CONTROL
 CF0370
 CF0370  NAD 83(1986)-  31 21 50.67764(N)    109 41 32.78028(W) AD(       ) 2
 CF0370  NGVD 29 (03/13/91) 1260.4    (m)         4135.     (f) VERT ANG       
 CF0370
 CF0370.Superseded values are not recommended for survey control.
 CF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0370.See file dsdata.txt to determine how the superseded data were derived.
 CF0370
 CF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2435670691(NAD 83)
 CF0370_MARKER: DS = TRIANGULATION STATION DISK
 CF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0370+STABILITY: SURFACE MOTION
 CF0370
 CF0370  HISTORY     - Date     Condition        Report By
 CF0370  HISTORY     - 1982     MONUMENTED       AZDT
 CF0370  HISTORY     - 19981001 GOOD             USPSQD
 CF0370
 CF0370                          STATION DESCRIPTION
 CF0370
 CF0370'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0370'THE STATION IS LOCATED 9 MILES NORTHWEST OF DOUGLAS, 0.15 MILE WEST OF
 CF0370'THE ENTRANCE TO COCHISE COLLEGE ALONG US HIGHWAY 80.
 CF0370'
 CF0370'THE STATION MARK IS AN ADOT DISK STAMPED---COLLEGE 1982---SET IN
 CF0370'TOP OF A 10 INCH MONUMENT.  IT IS 122 FEET NORTH OF THE CENTER OF THE
 CF0370'HIGHWAY, 7 FEET SOUTH OF THE RIGHT OF WAY FENCELINE AND 3 FEET NORTH
 CF0370'OF THE WITNESS POST.
 CF0370'
 CF0370'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---COLLEGE RM 1 1982---
 CF0370'SET IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0370'
 CF0370'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---COLLEGE RM 2 1982---
 CF0370'SET IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0370'
 CF0370'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL WEST 1
 CF0370'BLOCK TO U.S. HIGHWAY 80.  TURN RIGHT ALONG US HIGHWAY 80 FOR 1.8
 CF0370'MILES TO THE JUNCTION WITH U.S. HIGHWAY 666, CONTINUE WEST ALONG
 CF0370'U.S. 80 FOR 4.6 MILES TO THE STATION ON THE RIGHT WHICH IS JUST PAST
 CF0370'WEST POINT STREET.
 CF0370
 CF0370                          STATION RECOVERY (1998)
 CF0370
 CF0370'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0483 ***********************************************************************
 ER0483  DESIGNATION -  COLOR
 ER0483  PID         -  ER0483
 ER0483  STATE/COUNTY-  AZ/APACHE
 ER0483  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0483
 ER0483                         *CURRENT SURVEY CONTROL
 ER0483  ___________________________________________________________________
 ER0483* NAD 83(1992)-  34 11 34.65728(N)    109 19 23.93057(W)     ADJUSTED  
 ER0483* NAVD 88     -      2093.7    (meters)    6869.     (feet)  VERTCON   
 ER0483  ___________________________________________________________________
 ER0483  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ER0483  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 ER0483
 ER0483  HORZ ORDER  -  SECOND
 ER0483
 ER0483.The horizontal coordinates were established by classical geodetic methods
 ER0483.and adjusted by the National Geodetic Survey in August 1993..
 ER0483
 ER0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0483
 ER0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0483
 ER0483.The geoid height was determined by GEOID03.
 ER0483
 ER0483;                    North         East     Units Scale Factor Converg.
 ER0483;SPC AZ E     -   354,377.171   291,089.607   MT  0.99997445   +0 28 26.3
 ER0483;SPC AZ E     - 1,162,654.76    955,018.40   iFT  0.99997445   +0 28 26.3
 ER0483;UTM  12      - 3,784,821.983   654,495.514   MT  0.99989423   +0 56 32.8
 ER0483
 ER0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0483!SPC AZ E     -   0.99967499  x   0.99997445  =   0.99964945
 ER0483!UTM  12      -   0.99967499  x   0.99989423  =   0.99956925
 ER0483
 ER0483|---------------------------------------------------------------------|
 ER0483| PID    Reference Object                     Distance      Geod. Az  |
 ER0483|                                                           dddmmss.s |
 ER0483| CD1825 COLOR RM 1                           11.447 METERS 10736     |
 ER0483| ER0482 BECK                                APPROX. 2.7 KM 1625027.2 |
 ER0483| CD1826 COLOR RM 2                           15.803 METERS 21300     |
 ER0483|---------------------------------------------------------------------|
 ER0483
 ER0483                          SUPERSEDED SURVEY CONTROL
 ER0483
 ER0483  NAD 83(1986)-  34 11 34.65590(N)    109 19 23.93705(W) AD(       ) 2
 ER0483  NAD 27      -  34 11 34.49185(N)    109 19 21.62314(W) AD(       ) 2
 ER0483  NGVD 29 (07/19/86) 2092.8    (m)         6866.     (f) VERT ANG       
 ER0483
 ER0483.Superseded values are not recommended for survey control.
 ER0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0483.See file dsdata.txt to determine how the superseded data were derived.
 ER0483
 ER0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5449684822(NAD 83)
 ER0483_MARKER: DD = SURVEY DISK
 ER0483_SETTING: 80 = SET IN A BOULDER
 ER0483_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0483+STABILITY: SURFACE MOTION
 ER0483
 ER0483  HISTORY     - Date     Condition        Report By
 ER0483  HISTORY     - 1978     MONUMENTED       AZDT
 ER0483
 ER0483                          STATION DESCRIPTION
 ER0483
 ER0483'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0483'THE STATION IS ABOUT 5 MILES WEST-NORTHWEST OF SPRINGERVILLE ALONG THE
 ER0483'WEST SIDE OF U.S. HWY. 180-666 ON A SMALL ROCKY KNOLL.
 ER0483'
 ER0483'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR 1978---
 ER0483'EPOXIED IN A DRILL HOLE IN A ROCK.  THE STATION IS 400 FEET WEST OF
 ER0483'HWY. CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN WITH A ROCK
 ER0483'CAIRN AROUND IT 5.2 FEET TO NORTHWEST.
 ER0483'
 ER0483'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR RM 2
 ER0483'1978---AND IS EPOXIED TO BEDROCK.
 ER0483'
 ER0483'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR RM 1---
 ER0483'AND EPOXIED TO BEDROCK.
 ER0483'
 ER0483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60,
 ER0483'5 MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON HWY. 180-666 FOR 1.5
 ER0483'MILES TO MILE POST 393 AND THE STATION ON THE LEFT, WEST, ON A SMALL
 ER0483'ROCKY KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0897 ***********************************************************************
 FQ0897  DESIGNATION -  COLOR
 FQ0897  PID         -  FQ0897
 FQ0897  STATE/COUNTY-  AZ/COCONINO
 FQ0897  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0897
 FQ0897                         *CURRENT SURVEY CONTROL
 FQ0897  ___________________________________________________________________
 FQ0897* NAD 83(1992)-  35 35 16.17542(N)    111 09 46.64697(W)     ADJUSTED  
 FQ0897* NAVD 88     -      1537.1    (meters)    5043.     (feet)  VERTCON   
 FQ0897  ___________________________________________________________________
 FQ0897  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 FQ0897  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0897
 FQ0897  HORZ ORDER  -  THIRD
 FQ0897
 FQ0897.The horizontal coordinates were established by classical geodetic methods
 FQ0897.and adjusted by the National Geodetic Survey in August 1993..
 FQ0897
 FQ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0897
 FQ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0897
 FQ0897.The geoid height was determined by GEOID03.
 FQ0897
 FQ0897;                    North         East     Units Scale Factor Converg.
 FQ0897;SPC AZ C     -   509,046.128   281,662.868   MT  0.99995747   +0 26 19.1
 FQ0897;SPC AZ C     - 1,670,098.85    924,090.77   iFT  0.99995747   +0 26 19.1
 FQ0897;UTM  12      - 3,938,246.177   485,236.978   MT  0.99960269   -0 05 41.4
 FQ0897
 FQ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0897!SPC AZ C     -   0.99976256  x   0.99995747  =   0.99972004
 FQ0897!UTM  12      -   0.99976256  x   0.99960269  =   0.99936534
 FQ0897
 FQ0897|---------------------------------------------------------------------|
 FQ0897| PID    Reference Object                     Distance      Geod. Az  |
 FQ0897|                                                           dddmmss.s |
 FQ0897| CR9958 COLOR RM 1                            5.764 METERS 20543     |
 FQ0897| FQ0571 BLACK POINT                         APPROX.20.9 KM 3055520.1 |
 FQ0897| CR9959 COLOR RM 2                            4.804 METERS 31048     |
 FQ0897|---------------------------------------------------------------------|
 FQ0897
 FQ0897                          SUPERSEDED SURVEY CONTROL
 FQ0897
 FQ0897  NAD 83(1986)-  35 35 16.17487(N)    111 09 46.64092(W) AD(       ) 3
 FQ0897  NGVD 29 (02/23/90) 1536.3    (m)         5040.     (f) VERT ANG       
 FQ0897
 FQ0897.Superseded values are not recommended for survey control.
 FQ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0897.See file dsdata.txt to determine how the superseded data were derived.
 FQ0897
 FQ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE8523738246(NAD 83)
 FQ0897_MARKER: DS = TRIANGULATION STATION DISK
 FQ0897_SETTING: 80 = SET IN A BOULDER
 FQ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0897+STABILITY: SURFACE MOTION
 FQ0897
 FQ0897  HISTORY     - Date     Condition        Report By
 FQ0897  HISTORY     - 1955     MONUMENTED       USGS
 FQ0897  HISTORY     - 1969     GOOD             USGS
 FQ0897
 FQ0897                          STATION DESCRIPTION
 FQ0897
 FQ0897'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0897'LOCATED ABOUT 7.3 MI E. OF BLACK FALLS TRADING POST, 4 MI N. OF
 FQ0897'DINNEBITO WASH.  ON BENCH OR TERRACED CLIFFS.
 FQ0897'
 FQ0897'STATION MARK--STANDARD TABLET STAMPED---COLOR 1955---, CEMENTED IN
 FQ0897'TOP OF SANDSTONE ROCK FLUSH WITH GROUND.
 FQ0897'
 FQ0897'RM 1--STANDARD RM TABLET STAMPED---COLOR 1955 NO 1---, CEMENTED IN
 FQ0897'TOP OF BURIED SANDSTONE ROCK.
 FQ0897'
 FQ0897'RM 2--STANDARD RM TABLET STAMPED---COLOR 1955 NO 2---, CEMENTED IN
 FQ0897'TOP OF BURIED SANDSTONE ROCK.
 FQ0897
 FQ0897                          STATION RECOVERY (1969)
 FQ0897
 FQ0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0897'RECOVERED AS DESCRIBED BY USGS.
 FQ0897'
 FQ0897'TO REACH FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER, DRIVE
 FQ0897'0.4 MI SE.  TURN LEFT 1.2 MI NE. TO Y-RD. FORK.  TAKE LEFT FORK
 FQ0897'5.6 MI TO LITTLE COLORADO RIVER.  CROSS RIVER AND CONTINUE E. ON
 FQ0897'MAIN-TRAVELED RD. 6.6 MI TO T-RD. N.  TAKE LEFT FORK 3.1 MI N. TO
 FQ0897'RD. FORKS.  TURN SHARP LEFT AT TOP OF RIDGE ON JEEP TRAIL 0.5 MI
 FQ0897'TO POINT ON EDGE OF CLIFFS AND STATION.
 FQ0897'
 FQ0897'1969 RECOVERY--RMS REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0687 ***********************************************************************
 FQ0687  DESIGNATION -  COLORADO
 FQ0687  PID         -  FQ0687
 FQ0687  STATE/COUNTY-  AZ/COCONINO
 FQ0687  USGS QUAD   -  COCONINO POINT (1988)
 FQ0687
 FQ0687                         *CURRENT SURVEY CONTROL
 FQ0687  ___________________________________________________________________
 FQ0687* NAD 83(1992)-  35 54 19.40020(N)    111 32 54.27270(W)     ADJUSTED  
 FQ0687* NAVD 88     -      1508.2    (meters)    4948.     (feet)  VERTCON   
 FQ0687  ___________________________________________________________________
 FQ0687  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 FQ0687  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FQ0687
 FQ0687  HORZ ORDER  -  SECOND
 FQ0687
 FQ0687.The horizontal coordinates were established by classical geodetic methods
 FQ0687.and adjusted by the National Geodetic Survey in August 1993..
 FQ0687
 FQ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0687
 FQ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0687
 FQ0687.The geoid height was determined by GEOID03.
 FQ0687
 FQ0687;                    North         East     Units Scale Factor Converg.
 FQ0687;SPC AZ C     -   544,078.720   246,599.824   MT  0.99991361   +0 12 57.5
 FQ0687;SPC AZ C     - 1,785,035.17    809,054.54   iFT  0.99991361   +0 12 57.5
 FQ0687;UTM  12      - 3,973,593.678   450,513.985   MT  0.99963017   -0 19 17.8
 FQ0687
 FQ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0687!SPC AZ C     -   0.99976706  x   0.99991361  =   0.99968069
 FQ0687!UTM  12      -   0.99976706  x   0.99963017  =   0.99939731
 FQ0687
 FQ0687|---------------------------------------------------------------------|
 FQ0687| PID    Reference Object                     Distance      Geod. Az  |
 FQ0687|                                                           dddmmss.s |
 FQ0687| CH2960 COLORADO RM 1                        13.585 METERS 13634     |
 FQ0687| FQ0686 POTHOLE                             APPROX. 4.0 KM 1385709.4 |
 FQ0687| CH2961 COLORADO RM 2                        13.460 METERS 31639     |
 FQ0687|---------------------------------------------------------------------|
 FQ0687
 FQ0687                          SUPERSEDED SURVEY CONTROL
 FQ0687
 FQ0687  NAD 83(1986)-  35 54 19.40245(N)    111 32 54.26895(W) AD(       ) 2
 FQ0687  NAD 27      -  35 54 19.42445(N)    111 32 51.74800(W) AD(       ) 2
 FQ0687  NGVD 29 (07/19/86) 1507.3    (m)         4945.     (f) VERT ANG       
 FQ0687
 FQ0687.Superseded values are not recommended for survey control.
 FQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0687.See file dsdata.txt to determine how the superseded data were derived.
 FQ0687
 FQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5051473594(NAD 83)
 FQ0687_MARKER: DD = SURVEY DISK
 FQ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0687
 FQ0687  HISTORY     - Date     Condition        Report By
 FQ0687  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0687
 FQ0687                          STATION DESCRIPTION
 FQ0687
 FQ0687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0687'THE STATION IS ABOUT 8 MILES WEST NORTHWEST OF CAMERON AND 20
 FQ0687'MILES WEST SOUTHWEST OF TUBA CITY, ON NORTH SIDE OF ARIZONA HWY. 64
 FQ0687'AND ON SOUTH SLOPE OF A RED BUTT
 FQ0687'
 FQ0687'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO 1976
 FQ0687'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 FQ0687'WITNESS POST AND SIGN 3.3 FEET TO NORTH.  THE STATION IS 222 FEET
 FQ0687'NORTH OF HWY. 64 AND ON THE SOUTH SLOPE OF A RED BUTTE.
 FQ0687'
 FQ0687'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO
 FQ0687'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0687'PROJECTING 0.3 FEET.
 FQ0687'
 FQ0687'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO
 FQ0687'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0687'PROJECTING 0.5 FEET.
 FQ0687'
 FQ0687'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0687'TO JUNCTION WITH STATE ROUTE 64, TURN RIGHT (WEST) ON HWY. 64
 FQ0687'TO MILE POST 287.62 AND THE STATION ON THE RIGHT.
 FQ0687'
 FQ0687'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1041 ***********************************************************************
 ES1041  DESIGNATION -  COLORADO
 ES1041  PID         -  ES1041
 ES1041  STATE/COUNTY-  AZ/NAVAJO
 ES1041  USGS QUAD   -  SUN VALLEY (1986)
 ES1041
 ES1041                         *CURRENT SURVEY CONTROL
 ES1041  ___________________________________________________________________
 ES1041* NAD 83(1992)-  34 52 48.41210(N)    110 06 51.62957(W)     ADJUSTED  
 ES1041* NAVD 88     -      1587.     (meters)    5207.     (feet)  SCALED    
 ES1041  ___________________________________________________________________
 ES1041  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ES1041  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES1041
 ES1041  HORZ ORDER  -  SECOND
 ES1041
 ES1041.The horizontal coordinates were established by classical geodetic methods
 ES1041.and adjusted by the National Geodetic Survey in August 1993..
 ES1041
 ES1041.The orthometric height was scaled from a topographic map.
 ES1041
 ES1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1041
 ES1041.The geoid height was determined by GEOID03.
 ES1041
 ES1041;                    North         East     Units Scale Factor Converg.
 ES1041;SPC AZ E     -   430,276.758   218,143.143   MT  0.99990028   +0 01 47.7
 ES1041;SPC AZ E     - 1,411,669.15    715,692.73   iFT  0.99990028   +0 01 47.7
 ES1041;UTM  12      - 3,860,106.089   580,936.621   MT  0.99968074   +0 30 23.4
 ES1041
 ES1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1041!SPC AZ E     -   0.99975479  x   0.99990028  =   0.99965509
 ES1041!UTM  12      -   0.99975479  x   0.99968074  =   0.99943561
 ES1041
 ES1041|---------------------------------------------------------------------|
 ES1041| PID    Reference Object                     Distance      Geod. Az  |
 ES1041|                                                           dddmmss.s |
 ES1041| CD1830 COLORADO RM 1                         8.984 METERS 01119     |
 ES1041| ES1044 HOLBROOK ATT RELAY TOWER            APPROX. 8.0 KM 2372809.4 |
 ES1041| CD1831 COLORADO RM 2                         7.648 METERS 25413     |
 ES1041| ES1046 HOLBROOK CO COURTHOUSE DOME         APPROX. 4.7 KM 3024816.4 |
 ES1041|---------------------------------------------------------------------|
 ES1041
 ES1041                          SUPERSEDED SURVEY CONTROL
 ES1041
 ES1041  NAD 83(1986)-  34 52 48.40504(N)    110 06 51.63192(W) AD(       ) 2
 ES1041  NAD 27      -  34 52 48.30760(N)    110 06 49.19630(W) AD(       ) 2
 ES1041
 ES1041.Superseded values are not recommended for survey control.
 ES1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1041.See file dsdata.txt to determine how the superseded data were derived.
 ES1041
 ES1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8093760106(NAD 83)
 ES1041_MARKER: DS = TRIANGULATION STATION DISK
 ES1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1041
 ES1041  HISTORY     - Date     Condition        Report By
 ES1041  HISTORY     - 1959     MONUMENTED       CGS
 ES1041  HISTORY     - 1967     GOOD             CGS
 ES1041  HISTORY     - 1973     GOOD             USE
 ES1041  HISTORY     - 1974     GOOD             NGS
 ES1041  HISTORY     - 19861209 GOOD             USAF
 ES1041
 ES1041                          STATION DESCRIPTION
 ES1041
 ES1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1041'THE STATION IS ON A LOW ROUND TOPPED HILL ABOUT 3 MILES
 ES1041'SOUTHEAST OF HOLBROOK, 0.3 MILE SOUTHWEST OF A BRIDGE ACROSS
 ES1041'THE LITTLE COLORADO RIVER, ON U.S. HIGHWAY 260, 0.2 MILE
 ES1041'SOUTH OF U.S. HIGHWAY 260, AND 0.2 MILE NORTH OF A WINDMILL
 ES1041'AND WATER TANKS.
 ES1041'
 ES1041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES1041'260 IN HOLBROOK, GO SOUTH ON U.S. HIGHWAY 260 FOR 0.7 MILE
 ES1041'TO THE JUNCTION WITH ARIZONA STATE HIGHWAY 77.  KEEP LEFT ON
 ES1041'U.S. HIGHWAY 260 FOR 3.1 MILES TO A WIRE GATE ON THE RIGHT,
 ES1041'JUST BEFORE REACHING THE HIGHWAY BRIDGE ACROSS THE LITTLE
 ES1041'COLORADO RIVER.  TURN RIGHT, SOUTH, THROUGH THE GATE, AND
 ES1041'GO SOUTHWEST TO THE TOP OF THE ROUND SHAPED HILL AND THE
 ES1041'STATION.
 ES1041'
 ES1041'THE STATION IS A STANDARD DISK STAMPED COLORADO 1959, SET IN
 ES1041'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 ES1041'IS 7.1 FEET EAST OF A WITNESS POST.
 ES1041'
 ES1041'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLORADO 1959,
 ES1041'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 ES1041'INCHES AND IS 31.2 FEET NORTHEAST OF A WITNESS POST.
 ES1041'
 ES1041'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLORADO NO 2 1959,
 ES1041'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 ES1041'AND IS 19.0 FEET SOUTHWEST OF A WITNESS POST.
 ES1041'
 ES1041'HOLBROOK, A.T. AND T. RELAY TOWER CAN BE USED FOR THE
 ES1041'AZIMUTH MARK.
 ES1041
 ES1041                          STATION RECOVERY (1967)
 ES1041
 ES1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES1041'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ES1041
 ES1041                          STATION RECOVERY (1973)
 ES1041
 ES1041'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES1041'COLORADO, 1959-GOOD
 ES1041'
 ES1041'COLORADO NO 1, 1959-GOOD
 ES1041'
 ES1041'COLORADO NO 2, 1959-GOOD
 ES1041'
 ES1041'DESCRIPTION IS ADEQUATE.
 ES1041
 ES1041                          STATION RECOVERY (1974)
 ES1041
 ES1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1041'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1041'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 ES1041'
 ES1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 ES1041'SOUTHEAST OF HOLBROOK.
 ES1041
 ES1041                          STATION RECOVERY (1986)
 ES1041
 ES1041'RECOVERY NOTE BY US AIR FORCE 1986 (WJ)
 ES1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1093 ***********************************************************************
 CG1093  DESIGNATION -  COLORADO
 CG1093  PID         -  CG1093
 CG1093  STATE/COUNTY-  AZ/PIMA
 CG1093  USGS QUAD   -  CERRO COLORADO (1982)
 CG1093
 CG1093                         *CURRENT SURVEY CONTROL
 CG1093  ___________________________________________________________________
 CG1093* NAD 83(1992)-  31 42 43.30584(N)    111 15 43.31085(W)     ADJUSTED  
 CG1093* NAVD 88     -      1622.     (meters)    5322.     (feet)  SCALED    
 CG1093  ___________________________________________________________________
 CG1093  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CG1093  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CG1093
 CG1093  HORZ ORDER  -  FIRST
 CG1093
 CG1093.The horizontal coordinates were established by classical geodetic methods
 CG1093.and adjusted by the National Geodetic Survey in August 1993..
 CG1093
 CG1093.The orthometric height was scaled from a topographic map.
 CG1093
 CG1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1093
 CG1093.The geoid height was determined by GEOID03.
 CG1093
 CG1093;                    North         East     Units Scale Factor Converg.
 CG1093;SPC AZ C     -    79,125.122   275,405.558   MT  0.99994746   +0 20 38.8
 CG1093;SPC AZ C     -   259,596.86    903,561.54   iFT  0.99994746   +0 20 38.8
 CG1093;UTM  12      - 3,508,546.891   475,172.709   MT  0.99960760   -0 08 15.9
 CG1093
 CG1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1093!SPC AZ C     -   0.99975007  x   0.99994746  =   0.99969755
 CG1093!UTM  12      -   0.99975007  x   0.99960760  =   0.99935777
 CG1093
 CG1093:                Primary Azimuth Mark                     Grid Az
 CG1093:SPC AZ C     -  COLORADO AZ MK                           168 44 47.0
 CG1093:UTM  12      -  COLORADO AZ MK                           169 13 41.7
 CG1093
 CG1093|---------------------------------------------------------------------|
 CG1093| PID    Reference Object                     Distance      Geod. Az  |
 CG1093|                                                           dddmmss.s |
 CG1093| CH4996 COLORADO AZ MK                                     1690525.8 |
 CG1093| CH4997 COLORADO RM 1                        13.660 METERS 18352     |
 CG1093| CH4998 COLORADO RM 2                        12.060 METERS 31849     |
 CG1093| CG1099 TARGET ON PEAK S OF BALDY PEAK      APPROX.13.5 KM 3383652.6 |
 CG1093|---------------------------------------------------------------------|
 CG1093
 CG1093                          SUPERSEDED SURVEY CONTROL
 CG1093
 CG1093  NAD 83(1986)-  31 42 43.29570(N)    111 15 43.30789(W) AD(       ) 1
 CG1093  NAD 27      -  31 42 42.97900(N)    111 15 40.96300(W) AD(       ) 1
 CG1093
 CG1093.Superseded values are not recommended for survey control.
 CG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1093.See file dsdata.txt to determine how the superseded data were derived.
 CG1093
 CG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA7517308547(NAD 83)
 CG1093_MARKER: DD = SURVEY DISK
 CG1093_SETTING: 66 = SET IN ROCK OUTCROP
 CG1093
 CG1093  HISTORY     - Date     Condition        Report By
 CG1093  HISTORY     - 1936     MONUMENTED       CGS
 CG1093
 CG1093                          STATION DESCRIPTION
 CG1093
 CG1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1093'ON THE HIGHEST POINT OF THE CERRO COLORADO MOUNTAINS, ABOUT 40
 CG1093'MILES, AIR LINE, SOUTHWEST OF THE CITY OF TUCSON, AND ABOUT 13
 CG1093'MILES, AIR LINE, WEST OF KINSLEY STORE AND DANCE HALL ON THE
 CG1093'TUCSON-NOGALES HIGHWAY NO. 89.  ON A HIGH LONE MOUNTAIN,
 CG1093'OVERLOOKING THE COUNTRY ON ALL SIDES, WHICH APPEARS AS A BARE ROUND
 CG1093'DOME FROM THE EAST, AND AS A ROCKY BLUFF FROM THE WEST.
 CG1093'THE ASCENT ON THE EAST SIDE WOULD BE EASIER BUT A TRACK
 CG1093'CANNOT BE DRIVEN VERY CLOSE TO THE MOUNTAIN ON THAT SIDE.
 CG1093'ON THE WEST SIDE A TRUCK CAN BE TAKEN TO THE FOOT OF THE
 CG1093'MOUNTAIN.  FROM THERE IT IS A STRAIGHT HARD CLIMB TO THE SUMMIT.
 CG1093'MARKED BY A STANDARD BRONZE UNITED STATES ARMY DISK.
 CG1093'REFERENCE MARK NO. 1, A STANDARD
 CG1093'BRONZE REFERENCE DISK, COLORADO U.S.A. NO. 1,
 CG1093'IS 13.66 METERS (44.8 FEET) FROM STATION S 3 DEG 52 MIN W.
 CG1093'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1093'DISK, STAMPED COLORADO U.S.A. NO. 2, IS 12.06
 CG1093'METERS (39.6 FEET) FROM STATION N 41 DEG 11 MIN W. THE
 CG1093'AZIMUTH MARK, A STANDARD BRONZE DISK, WAS SET ON A
 CG1093'DOME-SHAPED BUMP ON THE SAME RIDGE AS THE STATION, AND
 CG1093'ABOUT 300 FEET BELOW IT.  THIS DOME IS PROMINENT AND
 CG1093'DIFFICULT OF ACCESS AND THE MARK IS 0.4 MILE FROM STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0719 ***********************************************************************
 DT0719  DESIGNATION -  COLTER
 DT0719  PID         -  DT0719
 DT0719  STATE/COUNTY-  AZ/APACHE
 DT0719  USGS QUAD   -  NUTRIOSO (1991)
 DT0719
 DT0719                         *CURRENT SURVEY CONTROL
 DT0719  ___________________________________________________________________
 DT0719* NAD 83(1992)-  33 59 11.25225(N)    109 11 18.20553(W)     ADJUSTED  
 DT0719* NAVD 88     -      2319.7    (meters)    7611.     (feet)  VERTCON   
 DT0719  ___________________________________________________________________
 DT0719  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DT0719  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0719
 DT0719  HORZ ORDER  -  SECOND
 DT0719
 DT0719.The horizontal coordinates were established by classical geodetic methods
 DT0719.and adjusted by the National Geodetic Survey in August 1993..
 DT0719
 DT0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0719
 DT0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0719
 DT0719.The geoid height was determined by GEOID03.
 DT0719
 DT0719;                    North         East     Units Scale Factor Converg.
 DT0719;SPC AZ E     -   331,583.356   303,744.801   MT  1.00000068   +0 32 48.8
 DT0719;SPC AZ E     - 1,087,871.90    996,538.06   iFT  1.00000068   +0 32 48.8
 DT0719;UTM  12      - 3,762,133.669   667,335.302   MT  0.99994519   +1 00 46.5
 DT0719
 DT0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0719!SPC AZ E     -   0.99963946  x   1.00000068  =   0.99964014
 DT0719!UTM  12      -   0.99963946  x   0.99994519  =   0.99958467
 DT0719
 DT0719|---------------------------------------------------------------------|
 DT0719| PID    Reference Object                     Distance      Geod. Az  |
 DT0719|                                                           dddmmss.s |
 DT0719| CD1832 COLTER RM 1                          12.348 METERS 00755     |
 DT0719| CD1833 COLTER RM 2                          12.139 METERS 18738     |
 DT0719| DT0460 ROGERS                              APPROX. 2.3 KM 2145332.1 |
 DT0719|---------------------------------------------------------------------|
 DT0719
 DT0719                          SUPERSEDED SURVEY CONTROL
 DT0719
 DT0719  NAD 83(1986)-  33 59 11.25113(N)    109 11 18.20992(W) AD(       ) 2
 DT0719  NAD 27      -  33 59 11.07305(N)    109 11 15.91667(W) AD(       ) 2
 DT0719  NGVD 29 (07/19/86) 2318.7    (m)         7607.     (f) VERT ANG       
 DT0719
 DT0719.Superseded values are not recommended for survey control.
 DT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0719.See file dsdata.txt to determine how the superseded data were derived.
 DT0719
 DT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6733562134(NAD 83)
 DT0719_MARKER: DD = SURVEY DISK
 DT0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0719+STABILITY: SURFACE MOTION
 DT0719
 DT0719  HISTORY     - Date     Condition        Report By
 DT0719  HISTORY     - 1978     MONUMENTED       AZDT
 DT0719  HISTORY     - 20050729 GOOD             USPSQD
 DT0719
 DT0719                          STATION DESCRIPTION
 DT0719
 DT0719'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0719'THE STATION IS ABOUT 11.5 MILES SOUTHEAST OF SPRINGERVILLE AND
 DT0719'2.5 MILES EAST NORTHEAST OF NUTRIOSO ALONG THE EAST R/W OF
 DT0719'U.S. HWY. 180-666.
 DT0719'
 DT0719'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED COLTER 1978
 DT0719'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH A
 DT0719'WITNESS POST AND SIGN 2 FEET EAST.  THE STATION IS 3 FEET WEST OF
 DT0719'THE EAST R/W FENCE, 50 FEET SOUTH OF A GATE IN FENCE AND 48.5 FEET
 DT0719'EAST OF HWY. CENTERLINE.
 DT0719'
 DT0719'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED COLTER
 DT0719'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 49 FEET EAST
 DT0719'OF HWY. CENTERLINE AND 3 FEET WEST OF R/W FENCE.
 DT0719'
 DT0719'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED COLTER
 DT0719'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48 FEET EAST
 DT0719'OF HWY. CENTERLINE AND 3 FEET WEST OF R/W FENCE.
 DT0719'
 DT0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND
 DT0719'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 DT0719'HWY. 180-666 13.8 MILES TO MILE POST 414.40 AND THE STATION ON THE
 DT0719'LEFT INSIDE THE EAST R/W FENCE.
 DT0719'
 DT0719'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DT0719
 DT0719                          STATION RECOVERY (2005)
 DT0719
 DT0719'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0517 ***********************************************************************
 GP0517  DESIGNATION -  COMANCHE
 GP0517  PID         -  GP0517
 GP0517  STATE/COUNTY-  AZ/COCONINO
 GP0517  USGS QUAD   -  DESERT VIEW (1988)
 GP0517
 GP0517                         *CURRENT SURVEY CONTROL
 GP0517  ___________________________________________________________________
 GP0517* NAD 83(1992)-  36 05 35.25134(N)    111 48 13.80048(W)     ADJUSTED  
 GP0517* NAVD 88     -      2156.86   (+/-2cm)    7076.3    (feet)  VERTCON   
 GP0517  ___________________________________________________________________
 GP0517  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 GP0517  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0517
 GP0517  HORZ ORDER  -  THIRD
 GP0517  VERT ORDER  -  THIRD ? (See Below)
 GP0517
 GP0517.The horizontal coordinates were established by classical geodetic methods
 GP0517.and adjusted by the National Geodetic Survey in August 1993..
 GP0517
 GP0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0517.The vertical order pertains to the NGVD 29 superseded value.
 GP0517
 GP0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0517
 GP0517.The geoid height was determined by GEOID03.
 GP0517
 GP0517;                    North         East     Units Scale Factor Converg.
 GP0517;SPC AZ C     -   564,850.929   223,520.469   MT  0.99990127   +0 03 59.3
 GP0517;SPC AZ C     - 1,853,185.46    733,334.87   iFT  0.99990127   +0 03 59.3
 GP0517;UTM  12      - 3,994,576.543   427,636.940   MT  0.99966452   -0 28 24.8
 GP0517
 GP0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0517!SPC AZ C     -   0.99966527  x   0.99990127  =   0.99956657
 GP0517!UTM  12      -   0.99966527  x   0.99966452  =   0.99932990
 GP0517
 GP0517:                Primary Azimuth Mark                     Grid Az
 GP0517:SPC AZ C     -  NAVAJO POINT                             202 13 21.8
 GP0517:UTM  12      -  NAVAJO POINT                             202 45 45.9
 GP0517
 GP0517|---------------------------------------------------------------------|
 GP0517| PID    Reference Object                     Distance      Geod. Az  |
 GP0517|                                                           dddmmss.s |
 GP0517| GP0594 NAVAJO POINT                        APPROX. 6.3 KM 2021721.1 |
 GP0517|---------------------------------------------------------------------|
 GP0517
 GP0517                          SUPERSEDED SURVEY CONTROL
 GP0517
 GP0517  NAD 83(1986)-  36 05 35.25124(N)    111 48 13.79615(W) AD(       ) 3
 GP0517  NGVD 29 (05/08/89) 2155.85   (m)         7073.0    (f) LEVELING    3  
 GP0517
 GP0517.Superseded values are not recommended for survey control.
 GP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0517.See file dsdata.txt to determine how the superseded data were derived.
 GP0517
 GP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2763794577(NAD 83)
 GP0517_MARKER: DS = TRIANGULATION STATION DISK
 GP0517_SETTING: 80 = SET IN A BOULDER
 GP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0517+STABILITY: SURFACE MOTION
 GP0517
 GP0517  HISTORY     - Date     Condition        Report By
 GP0517  HISTORY     - 1903     MONUMENTED       USGS
 GP0517  HISTORY     - 1956     GOOD             USGS
 GP0517
 GP0517                          STATION DESCRIPTION
 GP0517
 GP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0517'LOCATED 7 MI S. OF MOUTH OF LITTLE COLORADO RIVER.  ON COMANCHE
 GP0517'POINT, MOST PROMINENT PEAK ON EAST RIM OF GREAT CANYON.  PEAK IS
 GP0517'COVERED WITH SCATTERING PINON TIMBER AND SOME CUTTING WAS DONE
 GP0517'NEAR STATION.
 GP0517'
 GP0517'TO REACH TAKE WAGON RD. TO WITHIN 2 MI, THEN SADDLE HORSES NEARLY
 GP0517'TO STATION.
 GP0517'
 GP0517'STATION MARK--STANDARD BRONZE TABLET STAMPED---7074A---, CEMENTED
 GP0517'IN LIMESTONE ROCK UNDER CENTER OF CAIRN 6 FT. AT BASE AND 5-1/2
 GP0517'FT. HIGH.
 GP0517'
 GP0517'RMS--NONE SET.
 GP0517
 GP0517                          STATION RECOVERY (1956)
 GP0517
 GP0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0508 ***********************************************************************
 GO0508  DESIGNATION -  COMB
 GO0508  PID         -  GO0508
 GO0508  STATE/COUNTY-  AZ/APACHE
 GO0508  USGS QUAD   -  GARNET RIDGE (1988)
 GO0508
 GO0508                         *CURRENT SURVEY CONTROL
 GO0508  ___________________________________________________________________
 GO0508* NAD 83(1992)-  36 56 01.19694(N)    109 49 06.99388(W)     ADJUSTED  
 GO0508* NAVD 88     -      1765.1    (meters)    5791.     (feet)  VERTCON   
 GO0508  ___________________________________________________________________
 GO0508  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GO0508  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GO0508
 GO0508  HORZ ORDER  -  FIRST
 GO0508
 GO0508.The horizontal coordinates were established by classical geodetic methods
 GO0508.and adjusted by the National Geodetic Survey in November 1997..
 GO0508
 GO0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0508
 GO0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0508
 GO0508.The geoid height was determined by GEOID03.
 GO0508
 GO0508;                    North         East     Units Scale Factor Converg.
 GO0508;SPC AZ E     -   658,165.852   244,365.003   MT  0.99991184   +0 12 32.9
 GO0508;SPC AZ E     - 2,159,336.78    801,722.45   iFT  0.99991184   +0 12 32.9
 GO0508;UTM  12      - 4,088,165.558   605,208.822   MT  0.99973636   +0 42 35.8
 GO0508
 GO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0508!SPC AZ E     -   0.99972635  x   0.99991184  =   0.99963821
 GO0508!UTM  12      -   0.99972635  x   0.99973636  =   0.99946278
 GO0508
 GO0508|---------------------------------------------------------------------|
 GO0508| PID    Reference Object                     Distance      Geod. Az  |
 GO0508|                                                           dddmmss.s |
 GO0508| CD3281 COMB RM 3                             7.420 METERS 04041     |
 GO0508| CD3279 COMB RM 1                             7.409 METERS 05846     |
 GO0508| CD3280 COMB RM 2                             4.726 METERS 14959     |
 GO0508| CD3278 COMB AZ MK                                         1881918.2 |
 GO0508| GP0631 KAYENTA                             APPROX.52.1 KM 2324809.4 |
 GO0508|---------------------------------------------------------------------|
 GO0508
 GO0508                          SUPERSEDED SURVEY CONTROL
 GO0508
 GO0508  NAD 83(1992)-  36 56 01.19568(N)    109 49 06.99626(W) AD(       ) 1
 GO0508  NAD 83(1986)-  36 56 01.19622(N)    109 49 06.99723(W) AD(       ) 1
 GO0508  NAD 27      -  36 56 01.18600(N)    109 49 04.59600(W) AD(       ) 1
 GO0508  NGVD 29 (08/22/88) 1764.2    (m)         5788.     (f) VERT ANG       
 GO0508
 GO0508.Superseded values are not recommended for survey control.
 GO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0508.See file dsdata.txt to determine how the superseded data were derived.
 GO0508
 GO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF0520988166(NAD 83)
 GO0508_MARKER: DS = TRIANGULATION STATION DISK
 GO0508_SETTING: 66 = SET IN ROCK OUTCROP
 GO0508
 GO0508  HISTORY     - Date     Condition        Report By
 GO0508  HISTORY     - 1951     MONUMENTED       CGS
 GO0508  HISTORY     - 1952     GOOD             USGS
 GO0508  HISTORY     - 1970     GOOD             USGS
 GO0508
 GO0508                          STATION DESCRIPTION
 GO0508
 GO0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0508'THE STATION IS LOCATED ON A SMALL FLAT TOPPED HILL WHICH IS ON THE
 GO0508'TOP OF COMB RIDGE.  IT IS ABOUT 5 MILES NORTH OF DINNEHOTSO
 GO0508'TRADING POST.  ABOUT 26 MILES NORTHEAST OF KAYENTA AND ABOUT
 GO0508'21 MILES EAST-SOUTHEAST OF HARRY GOULDING MONUMENT VALLEY
 GO0508'TRADING POST.
 GO0508'
 GO0508'THE STATION IS A STANDARD DISK STAMPED COMB 1951 SET IN A DRILL
 GO0508'HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE
 GO0508'GROUND.  IT IS ABOUT 60 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 GO0508'THE HILL.
 GO0508'
 GO0508'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COMB NO 1
 GO0508'1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 GO0508'ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 GO0508'STATION.
 GO0508'
 GO0508'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COMB NO 2
 GO0508'1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 GO0508'ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 GO0508'STATION.
 GO0508'
 GO0508'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COMB 1951 SET IN
 GO0508'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT
 GO0508'4 INCHES.  IT IS ABOUT 20 FEET NORTH OF THE CENTER LINE OF A TRACK
 GO0508'ROAD AND ABOUT 3 FEET NORTH OF A SMALL CAIRN.
 GO0508'
 GO0508'TO REACH THE STATION FROM THE DINNEHOTSO SCHOOLHOUSE GO NORTH
 GO0508'ON THE MAIN TRAVELED ROAD FOR 3.3 MILES TO A POINT WHERE THE
 GO0508'ROAD CURVES TO THE RIGHT AND A FAINT TRACK ROAD IS ON THE LEFT.
 GO0508'TAKE THE TRACK ROAD AND GO IN A NORTHERLY DIRECTION OVER
 GO0508'STRETCHES OF BEDROCK FOR 1.8 MILES.  TAKE THE LEFT FORK AND GO
 GO0508'2.3 MILES OVER BEDROCK AND SAND TO A FORK.  TAKE THE LEFT FORK
 GO0508'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GO0508'STRAIGHT AHEAD, WEST FOR 0.15 MILE.  TAKE RIGHT FORK, NORTH
 GO0508'AND GO DOWN THE DRAW AND AROUND THE SOUTHEAST END OF THE HILL
 GO0508'WHICH THE STATION IS ON FOR 1.4 MILES TO THE BASE OF THE
 GO0508'HILL ON THE NORTH SIDE AN THE END OF TRUCK TRAVEL.  PACK
 GO0508'SOUTH UP THE HILL FOR ABOUT 5 MINUTES TO THE TOP AND THE
 GO0508'STATION.  A FOUR WHEEL DRIVE TRUCK IS NEEDED FOR THIS
 GO0508'STATION.
 GO0508'
 GO0508'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 GO0508
 GO0508                          STATION RECOVERY (1952)
 GO0508
 GO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GO0508'TEXT PREVIOUSLY SUBMITTED BY RMMC.
 GO0508
 GO0508                          STATION RECOVERY (1970)
 GO0508
 GO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GO0508'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 GO0508'
 GO0508'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 GO0508'1071, PAGE 15.
 GO0508'
 GO0508'ALL MARKS IN FAIR CONDITION EXCEPT AS FOLLOWS--
 GO0508'
 GO0508'REFERENCE MARK 1 AND 2 FOUND BROKEN OFF.  BOTH TABLET STEMS WERE
 GO0508'IN PLACE AND SOLID.  REFERENCE MARK NO. 3 SET.
 GO0508'
 GO0508'TO REACH FROM DINNEHOTSO BOARDING SCHOOL AT HIGHWAY 164 CONTINUE
 GO0508'E. FOR 5.8 MI TO A CROSSROAD.  TURN LEFT (N) ON TRACK RD. FOR
 GO0508'0.7 MI TO WINDMILL 8T-519.  CONTINUE ON TRACK RD. FOR 1.1 MI
 GO0508'TO A BLADED TRAIL W.  TURN LEFT AND FOLLOW TRAIL W. FOR 1.3
 GO0508'MI TO TRAIL FORK.  TAKE LEFT FORK AND CONTINUE TO BASE OF HILL
 GO0508'AND END OF TRUCK TRAVEL.  PACK S. UP N. SIDE OF HILL TO TOP
 GO0508'AND STATION MARK.  ABOUT A 5 MINUTE PACK.  THE STATION LOCATION
 GO0508'CAN BE IDENTIFIED BY A VERY PROMINENT SMALL WHITE RATHER SHARP
 GO0508'TOPPED HILL, WHICH IS LOCATED ABOUT 1 MI NE. OF BUTTE COMB IS
 GO0508'ON.
 GO0508'
 GO0508'STATION MARK--A STANDARD USC AND GS TABLET CEMENTED IN OUTCROPPING
 GO0508'OF BEDROCK ABOUT FLUSH WITH THE GROUND.
 GO0508'
 GO0508'REFERENCE MARK NO. 1--A STEM OF TABLET BROKEN OFF STILL IN
 GO0508'ORIGINAL CEMENT.
 GO0508'
 GO0508'REFERNCE MARK NO. 2--A STEM OF TABLET BROKEN OFF STILL IN ORIGINAL
 GO0508'CEMENT.
 GO0508'
 GO0508'REFERENCE MARK NO. 3--A STANDARD USGS BRONZE TABLET STAMPED
 GO0508'RM NO 3 1970 CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1136 ***********************************************************************
 CG1136  DESIGNATION -  COMELY
 CG1136  PID         -  CG1136
 CG1136  STATE/COUNTY-  AZ/PIMA
 CG1136  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG1136
 CG1136                         *CURRENT SURVEY CONTROL
 CG1136  ___________________________________________________________________
 CG1136* NAD 83(1992)-  31 43 34.70402(N)    111 49 15.94252(W)     ADJUSTED  
 CG1136* NAVD 88     -       929.     (meters)    3048.     (feet)  SCALED    
 CG1136  ___________________________________________________________________
 CG1136  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CG1136  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG1136
 CG1136  HORZ ORDER  -  FIRST
 CG1136
 CG1136.The horizontal coordinates were established by classical geodetic methods
 CG1136.and adjusted by the National Geodetic Survey in August 1993..
 CG1136
 CG1136.The orthometric height was scaled from a topographic map.
 CG1136
 CG1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1136
 CG1136.The geoid height was determined by GEOID03.
 CG1136
 CG1136;                    North         East     Units Scale Factor Converg.
 CG1136;SPC AZ C     -    80,525.704   222,416.673   MT  0.99990101   +0 03 00.9
 CG1136;SPC AZ C     -   264,191.94    729,713.49   iFT  0.99990101   +0 03 00.9
 CG1136;UTM  12      - 3,510,392.624   422,212.479   MT  0.99967463   -0 25 54.5
 CG1136
 CG1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1136!SPC AZ C     -   0.99985903  x   0.99990101  =   0.99976005
 CG1136!UTM  12      -   0.99985903  x   0.99967463  =   0.99953371
 CG1136
 CG1136|---------------------------------------------------------------------|
 CG1136| PID    Reference Object                     Distance      Geod. Az  |
 CG1136|                                                           dddmmss.s |
 CG1136| CH5000 COMELY RM 1                           9.789 METERS 00816     |
 CG1136| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.21.9 KM 0765002.1 |
 CG1136| CH5001 COMELY RM 2                           9.978 METERS 11257     |
 CG1136| CH4999 COMELY AZ MK                                       1645348.2 |
 CG1136|---------------------------------------------------------------------|
 CG1136
 CG1136                          SUPERSEDED SURVEY CONTROL
 CG1136
 CG1136  NAD 83(1986)-  31 43 34.69589(N)    111 49 15.94173(W) AD(       ) 1
 CG1136  NAD 27      -  31 43 34.39500(N)    111 49 13.51400(W) AD(       ) 1
 CG1136
 CG1136.Superseded values are not recommended for survey control.
 CG1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1136.See file dsdata.txt to determine how the superseded data were derived.
 CG1136
 CG1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2221210393(NAD 83)
 CG1136_MARKER: DS = TRIANGULATION STATION DISK
 CG1136_SETTING: 80 = SET IN A BOULDER
 CG1136_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1136
 CG1136  HISTORY     - Date     Condition        Report By
 CG1136  HISTORY     - 1935     MONUMENTED       CGS
 CG1136
 CG1136                          STATION DESCRIPTION
 CG1136
 CG1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1136'ABOUT 13-1/2 MILES SOUTH BY EAST OF SELLS, 6 MILES SOUTH OF THE
 CG1136'INDIAN VILLAGE OF TOPAWA, 7 MILES NORTH OF THE VILLAGE OF SAN
 CG1136'MIGUEL, ON THE PAPAGO INDIAN RESERVATION, ON THE CENTRAL AND
 CG1136'HIGHEST ONE OF A GROUP OF LOW HILLS KNOWN AS THE ANIMAS MOUNTAINS,
 CG1136'LYING ABOUT THREE-FOURTHS MILE WEST OF THE TOPAWA-SAN MIGUEL ROAD
 CG1136'AND TELEPHONE LINE, ON THE HIGHEST PART, IN THE APPROXIMATE
 CG1136'CENTER OF THE SUMMIT, IN TOP OF A SMALL BOULDER WHICH PROJECTS
 CG1136'A FEW INCHES ABOVE GROUND.  MARKED BY A STANDARD BRONZE DISK.
 CG1136'REFERENCE MARK NO. 1, A STANDARD
 CG1136'BRONZE REFERENCE DISK, IS DOWN THE NORTH SLOPE OF
 CG1136'THE SUMMIT, IN AN OUTCROP OF LEDGE ROCK, 9.789 METERS (32.12
 CG1136'FEET) FROM STATION N 08 DEG 15 MIN E. REFERENCE
 CG1136'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG1136'ON CREST OF THE SUMMIT AT ITS NORTH END, SET IN TOP OF A
 CG1136'SMALL BOULDER AND 9.978 METERS (32.74 FEET) FROM STATION
 CG1136'S 67 DEG 03 MIN E. THE AZIMUTH MARK, A STANDARD
 CG1136'BRONZE DISK, IS ON THE TOPAWA-SAN MIGUEL ROAD, 0.7
 CG1136'MILE SOUTH-SOUTHEAST ALONG THE ROAD FROM A SURFACE WATER POND
 CG1136'AND CORRALS ON WEST SIDE OF ROAD, ABOUT 20 FEET WEST OF THE
 CG1136'CENTER OF THE ROAD, ABOUT UNDER THE TELEPHONE LINE AND IS ABOUT
 CG1136'THREE-FOURTHS MILE FROM STATION N 50 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0746 ***********************************************************************
 CG0746  DESIGNATION -  COMELY RM 3
 CG0746  PID         -  CG0746
 CG0746  STATE/COUNTY-  AZ/PIMA
 CG0746  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0746
 CG0746                         *CURRENT SURVEY CONTROL
 CG0746  ___________________________________________________________________
 CG0746* NAD 83(1986)-  31 43 50.     (N)    111 48 51.     (W)     SCALED    
 CG0746* NAVD 88     -       757.94   (+/-2cm)    2486.7    (feet)  VERTCON   
 CG0746  ___________________________________________________________________
 CG0746  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 CG0746
 CG0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0746
 CG0746.The horizontal coordinates were scaled from a topographic map and have
 CG0746.an estimated accuracy of +/- 6 seconds.
 CG0746
 CG0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0746.The vertical order pertains to the NGVD 29 superseded value.
 CG0746
 CG0746.The geoid height was determined by GEOID03.
 CG0746
 CG0746;                    North         East    Units  Estimated Accuracy
 CG0746;SPC AZ C     -    81,000.      223,070.      MT  (+/- 180 meters Scaled)
 CG0746
 CG0746                          SUPERSEDED SURVEY CONTROL
 CG0746
 CG0746  NGVD 29 (??/??/92)  757.222  (m)         2484.32   (f) ADJ UNCH    2 0
 CG0746
 CG0746.Superseded values are not recommended for survey control.
 CG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0746.See file dsdata.txt to determine how the superseded data were derived.
 CG0746
 CG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA228108(NAD 83)
 CG0746_MARKER: DR = REFERENCE MARK DISK
 CG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0746_STAMPING: COMELY NO. 3 1935
 CG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0746+STABILITY: SURFACE MOTION
 CG0746
 CG0746  HISTORY     - Date     Condition        Report By
 CG0746  HISTORY     - 1935     MONUMENTED       CGS
 CG0746  HISTORY     - 1952     GOOD             NGS
 CG0746
 CG0746                          STATION DESCRIPTION
 CG0746
 CG0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0746'7.75 MI S FROM TOPAWA.
 CG0746'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0746'TOPAWA, THENCE 6.25 MILES SOUTH ALONG A DIRT ROAD, 8.95 MILES NORTH OF
 CG0746'SAN MIGUEL, AT A SMALL SHORT RISE IN THE ROAD AT A SMALL WASH, 0.75
 CG0746'MILE SOUTHEAST OF A RESERVOIR ON THE SOUTHWEST SIDE OF THE ROAD, USGS
 CG0746'METAL TAG ON THE WITNESS POST STAMPED 2484.7, 55 FEET SOUTH OF THE
 CG0746'CENTER OF A WASH CROSSING, 43 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 CG0746'18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A
 CG0746'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CG0746'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1482 ***********************************************************************
 DA1482  DESIGNATION -  COMEVA
 DA1482  PID         -  DA1482
 DA1482  STATE/COUNTY-  AZ/PIMA
 DA1482  USGS QUAD   -  PISINIMO (1990)
 DA1482
 DA1482                         *CURRENT SURVEY CONTROL
 DA1482  ___________________________________________________________________
 DA1482* NAD 83(1992)-  32 00 02.67239(N)    112 22 10.18830(W)     ADJUSTED  
 DA1482* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 DA1482  ___________________________________________________________________
 DA1482  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1482  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA1482
 DA1482  HORZ ORDER  -  FIRST
 DA1482
 DA1482.The horizontal coordinates were established by classical geodetic methods
 DA1482.and adjusted by the National Geodetic Survey in August 1993..
 DA1482
 DA1482.The orthometric height was scaled from a topographic map.
 DA1482
 DA1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1482
 DA1482.The geoid height was determined by GEOID03.
 DA1482
 DA1482;                    North         East     Units Scale Factor Converg.
 DA1482;SPC AZ C     -   111,038.927   170,575.090   MT  0.99992257   -0 14 23.9
 DA1482;SPC AZ C     -   364,300.94    559,629.56   iFT  0.99992257   -0 14 23.9
 DA1482;UTM  12      - 3,541,337.345   370,639.313   MT  0.99980638   -0 43 33.0
 DA1482
 DA1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1482!SPC AZ C     -   0.99990449  x   0.99992257  =   0.99982707
 DA1482!UTM  12      -   0.99990449  x   0.99980638  =   0.99971089
 DA1482
 DA1482:                Primary Azimuth Mark                     Grid Az
 DA1482:SPC AZ C     -  PISINEMO STONE WINDMILL                  050 12 22.4
 DA1482:UTM  12      -  PISINEMO STONE WINDMILL                  050 41 31.5
 DA1482
 DA1482|---------------------------------------------------------------------|
 DA1482| PID    Reference Object                     Distance      Geod. Az  |
 DA1482|                                                           dddmmss.s |
 DA1482| DA1481 PISINEMO STONE WINDMILL             APPROX. 6.5 KM 0495758.5 |
 DA1482| CH5002 COMEVA AZ MK                                       1182004.4 |
 DA1482| CH5003 COMEVA RM 1                           9.720 METERS 15923     |
 DA1482| CH5004 COMEVA RM 2                          10.605 METERS 22444     |
 DA1482|---------------------------------------------------------------------|
 DA1482
 DA1482                          SUPERSEDED SURVEY CONTROL
 DA1482
 DA1482  NAD 83(1986)-  32 00 02.66436(N)    112 22 10.18924(W) AD(       ) 1
 DA1482  NAD 27      -  32 00 02.40700(N)    112 22 07.70000(W) AD(       ) 1
 DA1482
 DA1482.Superseded values are not recommended for survey control.
 DA1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1482.See file dsdata.txt to determine how the superseded data were derived.
 DA1482
 DA1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7063941337(NAD 83)
 DA1482_MARKER: DS = TRIANGULATION STATION DISK
 DA1482_SETTING: 80 = SET IN A BOULDER
 DA1482_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1482
 DA1482  HISTORY     - Date     Condition        Report By
 DA1482  HISTORY     - 1935     MONUMENTED       CGS
 DA1482  HISTORY     - 1972     GOOD             NGS
 DA1482
 DA1482                          STATION DESCRIPTION
 DA1482
 DA1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1482'ON THE HIGHEST POINT OF A LOW BLACK LAVA HILL ABOUT 4 MILES
 DA1482'SOUTHWEST OF THE TRADING POST OF PISINEMO, ON THE PAPAGO INDIAN
 DA1482'RESERVATION.  REACHED AS FOLLOWS FROM PISINEMO--GO SOUTH FROM
 DA1482'THE SUTHERLAND TRADING POST ALONG THE SANTA CRUZ ROAD FOR
 DA1482'3.2 MILES TO A POINT WHERE THE ROAD HAS THREE BRANCHES.  TAKE
 DA1482'THE EXTREME RIGHT FORK AND GO 0.3 MILE TO THE INDIAN VILLAGE OF
 DA1482'LOPEZ.  BEAR TO THE RIGHT BETWEEN CORRAL AND HOUSES AND GO
 DA1482'0.2 MILE TO A Y INTERSECTION.  KEEP STRAIGHT AHEAD ON THE MAIN
 DA1482'TRACK ROAD AND GO 1.5 MILES TO THE BASE OF SMALL LAVA HILL.
 DA1482'FROM THE BASE IT IS A 10-MINUTE PACK TO THE TOP AND STATION.
 DA1482'MARKED BY A STANDARD BRONZE DISK.
 DA1482'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1482'IS 9.72 METERS (31.9 FEET) FROM STATION
 DA1482'S 20 DEG 39 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DA1482'BRONZE REFERENCE DISK, IS 10.605 METERS (34.79
 DA1482'FEET) FROM STATION S 44 DEG 43 MIN W.  THE AZIMUTH
 DA1482'MARK, A STANDARD BRONZE DISK, IS AT THE Y
 DA1482'INTERSECTION AND ABOUT 1-1/2 MILES DISTANT FROM THE STATION
 DA1482'S 61 DEG 40 MIN E.
 DA1482
 DA1482                          STATION RECOVERY (1972)
 DA1482
 DA1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 DA1482'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1482'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1482'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2008 ***********************************************************************
 CZ2008  DESIGNATION -  COMO
 CZ2008  PID         -  CZ2008
 CZ2008  STATE/COUNTY-  AZ/PIMA
 CZ2008  USGS QUAD   -  COMOBABI (1979)
 CZ2008
 CZ2008                         *CURRENT SURVEY CONTROL
 CZ2008  ___________________________________________________________________
 CZ2008* NAD 83(1992)-  32 02 04.63720(N)    111 48 34.85314(W)     ADJUSTED  
 CZ2008* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED    
 CZ2008  ___________________________________________________________________
 CZ2008  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CZ2008  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ2008
 CZ2008  HORZ ORDER  -  SECOND
 CZ2008
 CZ2008.The horizontal coordinates were established by classical geodetic methods
 CZ2008.and adjusted by the National Geodetic Survey in August 1993..
 CZ2008
 CZ2008.The orthometric height was scaled from a topographic map.
 CZ2008
 CZ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2008
 CZ2008.The geoid height was determined by GEOID03.
 CZ2008
 CZ2008;                    North         East     Units Scale Factor Converg.
 CZ2008;SPC AZ C     -   114,710.715   223,464.563   MT  0.99990126   +0 03 24.3
 CZ2008;SPC AZ C     -   376,347.49    733,151.45   iFT  0.99990126   +0 03 24.3
 CZ2008;UTM  12      - 3,544,559.774   423,548.892   MT  0.99967208   -0 25 46.2
 CZ2008
 CZ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2008!SPC AZ C     -   0.99978693  x   0.99990126  =   0.99968821
 CZ2008!UTM  12      -   0.99978693  x   0.99967208  =   0.99945908
 CZ2008
 CZ2008:                Primary Azimuth Mark                     Grid Az
 CZ2008:SPC AZ C     -  COMO AZ MK                               115 09 01.0
 CZ2008:UTM  12      -  COMO AZ MK                               115 38 11.5
 CZ2008
 CZ2008|---------------------------------------------------------------------|
 CZ2008| PID    Reference Object                     Distance      Geod. Az  |
 CZ2008|                                                           dddmmss.s |
 CZ2008| CH5005 COMO AZ MK                                         1151225.3 |
 CZ2008| CH5006 COMO RM 1                             4.820 METERS 25016     |
 CZ2008| CH5007 COMO RM 2                             7.710 METERS 31605     |
 CZ2008|---------------------------------------------------------------------|
 CZ2008
 CZ2008                          SUPERSEDED SURVEY CONTROL
 CZ2008
 CZ2008  NAD 83(1986)-  32 02 04.63076(N)    111 48 34.85245(W) AD(       ) 2
 CZ2008  NAD 27      -  32 02 04.36600(N)    111 48 32.40400(W) AD(       ) 2
 CZ2008
 CZ2008.Superseded values are not recommended for survey control.
 CZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2008.See file dsdata.txt to determine how the superseded data were derived.
 CZ2008
 CZ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2354944560(NAD 83)
 CZ2008_MARKER: DS = TRIANGULATION STATION DISK
 CZ2008_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2008
 CZ2008  HISTORY     - Date     Condition        Report By
 CZ2008  HISTORY     - 1936     MONUMENTED       CGS
 CZ2008  HISTORY     - 1972     GOOD             NGS
 CZ2008
 CZ2008                          STATION DESCRIPTION
 CZ2008
 CZ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2008'ON A BLACK LAVA KNOB AT THE NORTHEAST END AND HIGHEST POINT
 CZ2008'OF THE SOUTH COMOBABI RANGE.  ABOUT 8 MILES NORTHEAST OF
 CZ2008'THE VILLAGE OF SELLS.  ABOUT 50 MILES WEST-SOUTHWEST OF
 CZ2008'TUCSON.  AND ABOUT 3 MILES SOUTHWEST OF THE INDIAN VILLAGE
 CZ2008'OF COMOBABI.  MARKED BY A STANDARD BRONZE DISK.
 CZ2008'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ2008'DISK IS 4.820 METERS (15.81 FEET) FROM STATION
 CZ2008'S 70 DEG 16 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 CZ2008'BRONZE REFERENCE DISK IS 7.710 METERS (25.30 FEET)
 CZ2008'FROM STATION N 43 DEG 55 MIN W.  THE AZIMUTH MARK,
 CZ2008'A STANDARD BRONZE DISK IS ABOUT 1 MILE FROM
 CZ2008'STATION S 64 DEG 48 MIN E.
 CZ2008
 CZ2008                          STATION RECOVERY (1972)
 CZ2008
 CZ2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 CZ2008'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 CZ2008'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CZ2008'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3527 ***********************************************************************
 AA3527  SACS        -  This is a Secondary Airport Control Station.
 AA3527  DESIGNATION -  COMPASS ROSE
 AA3527  PID         -  AA3527
 AA3527  STATE/COUNTY-  AZ/COCHISE
 AA3527  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3527
 AA3527                         *CURRENT SURVEY CONTROL
 AA3527  ___________________________________________________________________
 AA3527* NAD 83(1992)-  31 34 59.39306(N)    110 19 47.74843(W)     ADJUSTED  
 AA3527* NAVD 88     -      1407.30   (meters)    4617.1    (feet)  LEVELING  
 AA3527  ___________________________________________________________________
 AA3527  X           -  -1,889,850.154 (meters)                     COMP
 AA3527  Y           -  -5,100,738.464 (meters)                     COMP
 AA3527  Z           -   3,321,868.279 (meters)                     COMP
 AA3527  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA3527  ELLIP HEIGHT-        1379.30  (meters)          (01/12/01) GPS OBS
 AA3527  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3527
 AA3527  HORZ ORDER  -  FIRST
 AA3527  VERT ORDER  -  THIRD ?
 AA3527  ELLP ORDER  -  FOURTH    CLASS I
 AA3527
 AA3527.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3527
 AA3527.The horizontal coordinates were established by GPS observations
 AA3527.and adjusted by the National Geodetic Survey in September 1994..
 AA3527
 AA3527.The orthometric height was determined by differential leveling.
 AA3527.The vertical network tie was performed by a horz. field party for horz.
 AA3527.obs reductions. Reset procedures were used to establish the elevation.
 AA3527
 AA3527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3527
 AA3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3527
 AA3527.The ellipsoidal height was determined by GPS observations
 AA3527.and is referenced to NAD 83.
 AA3527
 AA3527.The geoid height was determined by GEOID03.
 AA3527
 AA3527;                    North         East     Units Scale Factor Converg.
 AA3527;SPC AZ E     -    64,663.192   197,864.878   MT  0.99990296   -0 05 07.8
 AA3527;SPC AZ E     -   212,149.58    649,162.99   iFT  0.99990296   -0 05 07.8
 AA3527;UTM  12      - 3,494,428.877   563,576.999   MT  0.99964985   +0 21 03.4
 AA3527
 AA3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3527!SPC AZ E     -   0.99978346  x   0.99990296  =   0.99968644
 AA3527!UTM  12      -   0.99978346  x   0.99964985  =   0.99943339
 AA3527
 AA3527                          SUPERSEDED SURVEY CONTROL
 AA3527
 AA3527  ELLIP H (09/30/94) 1379.39   (m)                       GP(       ) 4 1
 AA3527  NGVD 29 (09/30/94) 1406.41   (m)         4614.2    (f) LEVELING    3  
 AA3527
 AA3527.Superseded values are not recommended for survey control.
 AA3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3527.See file dsdata.txt to determine how the superseded data were derived.
 AA3527
 AA3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6357794429(NAD 83)
 AA3527_MARKER: DD = SURVEY DISK
 AA3527_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3527_SP_SET: UNSPECIFIED
 AA3527_STAMPING: COMPASS ROSE 1985 GSS
 AA3527_MARK LOGO: DMA   
 AA3527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3527+STABILITY: SURFACE MOTION
 AA3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3527+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3527
 AA3527  HISTORY     - Date     Condition        Report By
 AA3527  HISTORY     - 1985     MONUMENTED       DMA
 AA3527  HISTORY     - 19930615 GOOD             NGS
 AA3527  HISTORY     - 19970619 GOOD             NGS
 AA3527
 AA3527                          STATION DESCRIPTION
 AA3527
 AA3527'DESCRIBED BY DEFENSE MAP AGENCY 1985
 AA3527'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3527'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3527'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE EAST SECTION
 AA3527'OF THE AIRPORT JUST SOUTH OF RUNWAY END 29.  FORT HUACHUCA/SIERRA
 AA3527'VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD, TO GAIN ACCESS
 AA3527'CONTACT.  CARL NORRIS, AIR TRAFFIC AND AIRSPACE OFFICER, COMMANDER USA
 AA3527'GARRISON, ASH-DPTMS-A, FORT HUACHUCA, AZ 85613-6000.  PHONE (602)
 AA3527'538-2861. TO REACH THE STATION FROM THE AIR TRAFFIC CONTROL TOWER,
 AA3527'PROCEED NORTHEAST ACCROSS THE RAMP TO TAXIWAY D. CONTINUE FOR 0.1 MI
 AA3527'(0.2 KM)  TO THE MAIN TAXIWAY. TURN RIGHT HEADING EAST ON MAIN TAXIWAY
 AA3527'FOR 0.20 MI (0.32 KM) TO THE SOUTHEAST TAXIWAY. BEAR RIGHT HEADING
 AA3527'SOUTHEAST ON SOUTHEAST TAXIWAY FOR 0.50 MI (0.80 KM) TO THE END OF THE
 AA3527'TAXIWAY AND THE STATION IN THE CENTER OF THE PAINTED COMPASS ROSE
 AA3527'CONFIGURATION ON THE RUNUP AREA BETWEEN RUNWAY END 29 AND THE
 AA3527'SOUTHEAST TAXIWAY. IT IS 154.0 FT (46.9 M) EAST-SOUTHEAST OF THE WEST
 AA3527'EDGE OF THE TAXIWAY RUNUP AREA, 134.0 FT (40.8 M) SOUTHWEST OF THE
 AA3527'CENTER OF A SIGN (FHU 110-290 VOR CHECK COURSE), 84.5 FT (25.8 M)
 AA3527'NORTH OF THE SOUTH EDGE OF THE SOUTHEAST TAXIWAY, AND IS IN THE CENTER
 AA3527'OF THE PAINTED COMPASS ROSE. STATION IS A STANDARD DMA DISK SET IN A
 AA3527'DRILL HOLE IN TOP OF THE ASPHALT TAXIWAY FLUSH WITH THE SURFACE. DISK
 AA3527'IS STAMPED - COMPASS ROSE 1985 GSS.
 AA3527
 AA3527                          STATION RECOVERY (1993)
 AA3527
 AA3527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3527'THE STATION IS IN THE CENTER OF THE COMPASS ROSE CONFIGURATION PAINTED
 AA3527'ON THE RUNUP AREA BETWEEN RUNWAY END 29 AND TAXIWAY E.  THE STATION IS
 AA3527'A 3.5 INCH BRONZE DMA DISK STAMPED COMPASS ROSE 1985 GSS, SET FLUSH
 AA3527'WITH THE SURFACE OF THE ASPHALT RUNUP AREA.
 AA3527
 AA3527                          STATION RECOVERY (1997)
 AA3527
 AA3527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3527'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 AA3527'DISK IS SET IN CONCRETE, SUROUNDED BY ASPHALT.  THE NEW AIRPORRT
 AA3527'MANAGHER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3527'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0960 ***********************************************************************
 CG0960  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0960  DESIGNATION -  COMSTOCK
 CG0960  PID         -  CG0960
 CG0960  STATE/COUNTY-  AZ/COCHISE
 CG0960  USGS QUAD   -  TOMBSTONE (1978)
 CG0960
 CG0960                         *CURRENT SURVEY CONTROL
 CG0960  ___________________________________________________________________
 CG0960* NAD 83(1992)-  31 43 10.67710(N)    110 04 26.47701(W)     ADJUSTED  
 CG0960* NAVD 88     -      1400.66   (meters)    4595.3    (feet)  GPS OBS   
 CG0960  ___________________________________________________________________
 CG0960  X           -  -1,864,321.378 (meters)                     COMP
 CG0960  Y           -  -5,101,663.907 (meters)                     COMP
 CG0960  Z           -   3,334,748.695 (meters)                     COMP
 CG0960  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CG0960  ELLIP HEIGHT-        1373.04  (meters)          (03/22/05) GPS OBS
 CG0960  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CG0960
 CG0960  HORZ ORDER  -  A
 CG0960  ELLP ORDER  -  FOURTH    CLASS I
 CG0960
 CG0960.The horizontal coordinates were established by GPS observations
 CG0960.and adjusted by the National Geodetic Survey in March 2005..
 CG0960
 CG0960.The orthometric height was determined by GPS observations and a
 CG0960.high-resolution geoid model using precise GPS observation and
 CG0960.processing techniques.
 CG0960
 CG0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0960
 CG0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0960
 CG0960.The ellipsoidal height was determined by GPS observations
 CG0960.and is referenced to NAD 83.
 CG0960
 CG0960.The geoid height was determined by GEOID03.
 CG0960
 CG0960;                    North         East     Units Scale Factor Converg.
 CG0960;SPC AZ E     -    79,785.496   222,140.001   MT  0.99990095   +0 02 55.4
 CG0960;SPC AZ E     -   261,763.44    728,805.78   iFT  0.99990095   +0 02 55.4
 CG0960;UTM  12      - 3,509,732.506   587,730.448   MT  0.99969492   +0 29 12.8
 CG0960
 CG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0960!SPC AZ E     -   0.99978445  x   0.99990095  =   0.99968542
 CG0960!UTM  12      -   0.99978445  x   0.99969492  =   0.99947943
 CG0960
 CG0960|---------------------------------------------------------------------|
 CG0960| PID    Reference Object                     Distance      Geod. Az  |
 CG0960|                                                           dddmmss.s |
 CG0960| CC7187 COMSTOCK RM 1                         5.901 METERS 11858     |
 CG0960| CC7185 COMSTOCK AZ MK                                     1383351.4 |
 CG0960| CC7186 COMSTOCK AZ MK RESET                               1404330.0 |
 CG0960| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX. 0.9 KM 1493743.8 |
 CG0960| CC7188 COMSTOCK RM 2                        13.638 METERS 25240     |
 CG0960| CG0958 TOMBSTONE SCHIEFFELIN MONUMENT      APPROX. 3.0 KM 2935408.1 |
 CG0960|---------------------------------------------------------------------|
 CG0960
 CG0960                          SUPERSEDED SURVEY CONTROL
 CG0960
 CG0960  NAD 83(1992)-  31 43 10.67912(N)    110 04 26.47548(W) AD(       ) 2
 CG0960  NAD 83(1986)-  31 43 10.67383(N)    110 04 26.47201(W) AD(       ) 2
 CG0960  NAD 27      -  31 43 10.35100(N)    110 04 24.18700(W) AD(       ) 2
 CG0960  NGVD 29 (06/28/91) 1399.5    (m)         4592.     (f) VERT ANG       
 CG0960
 CG0960.Superseded values are not recommended for survey control.
 CG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0960.See file dsdata.txt to determine how the superseded data were derived.
 CG0960
 CG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8773009733(NAD 83)
 CG0960_MARKER: DS = TRIANGULATION STATION DISK
 CG0960_SETTING: 66 = SET IN ROCK OUTCROP
 CG0960_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0960_STAMPING: COMSTOCK 1946
 CG0960_MARK LOGO: CGS   
 CG0960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0960+STABILITY: POSITION/ELEVATION WELL
 CG0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0960+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CG0960
 CG0960  HISTORY     - Date     Condition        Report By
 CG0960  HISTORY     - 1946     MONUMENTED       CGS
 CG0960  HISTORY     - 1963     GOOD             AZHD
 CG0960  HISTORY     - 1973     GOOD             LOCENG
 CG0960  HISTORY     - 1986     GOOD             AZDT
 CG0960  HISTORY     - 20031030 GOOD             AZ-003
 CG0960  HISTORY     - 20040429 GOOD             AZ-003
 CG0960  HISTORY     - 20060506 GOOD             NGS
 CG0960
 CG0960                          STATION DESCRIPTION
 CG0960
 CG0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0960'STATION IS LOCATED ON A LOW PROMINENT HILL, ON THE NW EDGE OF
 CG0960'TOMBSTONE, AND JUST W ACROSS U.S. HIGHWAY 80 AND RAILROAD
 CG0960'TRACKS FROM BOOTHILL GRAVEYARD.  THE HILL IS SHOWN ON U.S.
 CG0960'GEOLOGICAL SURVEY CHARTS AS COMSTOCK HILL.
 CG0960'
 CG0960'TO REACH STATION FROM POST OFFICE IN TOMBSTONE, GO N ON U.S.
 CG0960'HIGHWAY 80 FOR 0.4 MILE TO THE BOOTHILL MOTEL AND WEST SIDE STORE
 CG0960'AND TURN LEFT ON THE FIRST TRACK ROAD AFTER PASSING THE STORE
 CG0960'(ABOUT 50 YARDS AND IMMEDIATELY AT THE END OF THE CURVE IN THE
 CG0960'HIGHWAY).  (THE AZIMUTH MARK IS LOCATED 0.05 MILE BEYOND THIS
 CG0960'POINT ON HIGHWAY.) AFTER TURNING LEFT ON DIRT ROAD, GO 0.1 MILE
 CG0960'TO FORK.  TAKE LEFT FORK ACROSS RAILROAD TRACKS AND THEN KEEP
 CG0960'SECOND FORK FROM RIGHT AND GO 0.15 MILE TO WIRE GATE AFTER
 CG0960'PASSING TO THE RIGHT OF TIN SHACKS.  PASS THROUGH, TURN RIGHT
 CG0960'AND FOLLOW DIM TRACKS FOR 0.15 MILE TO TOP OF HILL AND
 CG0960'STATION SITE.
 CG0960'
 CG0960'THE STATION MARK IS A BRONZE STATION DISK, STAMPED COMSTOCK
 CG0960'1946, AND SET FLUSH IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 CG0960'THE SURROUNDING GROUND.  IT IS LOCATED 14.8 FEET N OF AN OLD
 CG0960'LAMPPOST AND 6.1 FEET NE OF THE NE ARC OF A CIRCULAR CURB.
 CG0960'
 CG0960'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED COMSTOCK
 CG0960'1946 NO 1, AND IS SET FLUSH IN OUTCROPPING BEDROCK.  IT PROJECTS
 CG0960'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 12 INCHES LOWER
 CG0960'THAN STATION.
 CG0960'
 CG0960'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED COMSTOCK
 CG0960'1946 NO 2, AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS
 CG0960'ABOUT 14 INCHES ON THE HIGH SIDE AND 2 INCHES ON THE LOWER SIDE.
 CG0960'IT IS ABOUT 12 INCHES HIGHER THAN STATION.
 CG0960'
 CG0960'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED COMSTOCK
 CG0960'1946, AND IS SET IN A 7-FOOT CONCRETE CULVERT 2.2 FEET FROM
 CG0960'THE N END.  IT IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 80
 CG0960'AND SAFFORD STREET, ON THE W SIDE OF THE HIGHWAY, AND IS ABOUT
 CG0960'1/2 MILE SE OF STATION BY AIRLINE.
 CG0960'
 CG0960'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 CG0960
 CG0960                          STATION RECOVERY (1963)
 CG0960
 CG0960'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1963
 CG0960'THE NEW AZIMUTH MARK COULD NOT BE SET ON LINE SINCE A POWER
 CG0960'LINE HAS BEEN CONSTRUCTED WITH A POLE EXACTLY ON LINE BETWEEN
 CG0960'THE STATION AND THE AZIMUTH MARK.  THE RESET AZIMUTH MARK CAN
 CG0960'BE LOCATED BY THE ORIGINAL DESCRIPTION, HOWEVER, IT IS NOW
 CG0960'SET ON THE SAME SIDE OF THE HIGHWAY IN A NEW CONCRETE CURB
 CG0960'AND NOT IN A HEADWALL AS PREVIOUSLY.  THE OLD MARK WAS NOT
 CG0960'REMOVED AND HAS SINCE BEEN BURIED IN THE NEW HIGHWAY FILL.
 CG0960'
 CG0960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LTR OF
 CG0960'ARIZONA HWY DEPT. DATED MAY 20, 1964--
 CG0960
 CG0960                          STATION RECOVERY (1973)
 CG0960
 CG0960'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RJM)
 CG0960'STATION RECOVERED BY BELL AEROSPACE CO.
 CG0960'
 CG0960'COMSTOCK 1946-GOOD
 CG0960'
 CG0960'COMSTOCK 1946-RESET 1963-GOOD (AZIMUTH MARK)
 CG0960'
 CG0960'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.  THE STATION
 CG0960'AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.  THE
 CG0960'AZIMUTH MARK HAS BEEN RESET IN THE NW CURB AT SAFFORD STREET
 CG0960'AND U.S. 80.
 CG0960
 CG0960                          STATION RECOVERY (1986)
 CG0960
 CG0960'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0960'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0960'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0960'
 CG0960'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE TRAVEL
 CG0960'NORTHWEST ALONG ALLEN STREET FOR 0.45 MILE TO HASKELL STREET.  TURN
 CG0960'RIGHT AND TRAVEL NORTHEAST 2 BLOCKS TO SAFFORD STREET.
 CG0960'TURN LEFT AND TRAVEL
 CG0960'0.05 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT FOR 0.05 MILE TO A
 CG0960'TRACK ROAD ON THE LEFT.  TURN LEFT FOR 0.05 MILE TO A GATE.  PASS
 CG0960'THROUGH THE GATE AND TRAVEL NORTH 0.1 MILE TO THE TOP OF COMSTOCK HILL
 CG0960'AND THE STATION.
 CG0960
 CG0960                          STATION RECOVERY (2003)
 CG0960
 CG0960'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CG0960'RECOVERED AS DESCRIBED.
 CG0960
 CG0960                          STATION RECOVERY (2004)
 CG0960
 CG0960'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG0960'RECOVERED AS DESCRIBED
 CG0960
 CG0960                          STATION RECOVERY (2006)
 CG0960
 CG0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CG0960'MARK IS DENTED, BUT SOLID.  US 80 IS NOW AZ 80.  THERE IS A USGS BM
 CG0960'OPPOSITE RESERVOIR CIRCLE.  MARK IS STAMPED 'COMSTOCK 1946 ASA 762'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0503 ***********************************************************************
 ER0503  DESIGNATION -  CONCHO
 ER0503  PID         -  ER0503
 ER0503  STATE/COUNTY-  AZ/APACHE
 ER0503  USGS QUAD   -  CONCHO (1984)
 ER0503
 ER0503                         *CURRENT SURVEY CONTROL
 ER0503  ___________________________________________________________________
 ER0503* NAD 83(1992)-  34 24 42.13829(N)    109 37 06.03837(W)     ADJUSTED  
 ER0503* NAVD 88     -      2048.1    (meters)    6719.     (feet)  VERTCON   
 ER0503  ___________________________________________________________________
 ER0503  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 ER0503  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0503
 ER0503  HORZ ORDER  -  SECOND
 ER0503
 ER0503.The horizontal coordinates were established by classical geodetic methods
 ER0503.and adjusted by the National Geodetic Survey in August 1993..
 ER0503
 ER0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0503
 ER0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0503
 ER0503.The geoid height was determined by GEOID03.
 ER0503
 ER0503;                    North         East     Units Scale Factor Converg.
 ER0503;SPC AZ E     -   378,454.437   263,766.216   MT  0.99993131   +0 18 35.6
 ER0503;SPC AZ E     - 1,241,648.42    865,374.72   iFT  0.99993131   +0 18 35.6
 ER0503;UTM  12      - 3,808,671.881   626,978.566   MT  0.99979874   +0 46 51.3
 ER0503
 ER0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0503!SPC AZ E     -   0.99968226  x   0.99993131  =   0.99961359
 ER0503!UTM  12      -   0.99968226  x   0.99979874  =   0.99948106
 ER0503
 ER0503|---------------------------------------------------------------------|
 ER0503| PID    Reference Object                     Distance      Geod. Az  |
 ER0503|                                                           dddmmss.s |
 ER0503| CD1835 CONCHO RM 2                           8.420 METERS 05133     |
 ER0503| ER0504 CRATER                              APPROX.18.0 KM 1701904.1 |
 ER0503| CD1834 CONCHO RM 1                           8.152 METERS 31303     |
 ER0503|---------------------------------------------------------------------|
 ER0503
 ER0503                          SUPERSEDED SURVEY CONTROL
 ER0503
 ER0503  NAD 83(1986)-  34 24 42.13652(N)    109 37 06.04639(W) AD(       ) 2
 ER0503  NAD 27      -  34 24 42.00406(N)    109 37 03.66414(W) AD(       ) 2
 ER0503  NGVD 29 (07/19/86) 2047.2    (m)         6717.     (f) VERT ANG       
 ER0503
 ER0503.Superseded values are not recommended for survey control.
 ER0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0503.See file dsdata.txt to determine how the superseded data were derived.
 ER0503
 ER0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2697908672(NAD 83)
 ER0503_MARKER: DD = SURVEY DISK
 ER0503_SETTING: 66 = SET IN ROCK OUTCROP
 ER0503_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ER0503
 ER0503  HISTORY     - Date     Condition        Report By
 ER0503  HISTORY     - 1932     MONUMENTED       USGS
 ER0503
 ER0503                          STATION DESCRIPTION
 ER0503
 ER0503'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (HMB)
 ER0503'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CONCHO ON TOP OF A
 ER0503'PROMINENT RED VOLCANIC CONE WHICH HAS A CINDER PIT ON THE NORTHWEST
 ER0503'SIDE.
 ER0503'
 ER0503'THE STATION MARK IS A USGS DISK STAMPED---CONCHO 1932---IT IS SET IN A
 ER0503'DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'REFERENCE MARK 1 IS A USGS DISK STAMPED---CONCHO RM 1 1932---IT IS SET
 ER0503'IN A DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'REFERENCE MARK 2 IS A USGS DISK STAMPED---CONCHO RM 2 1932---IT IS SET
 ER0503'IN A DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60, 77 AND 260 IN
 ER0503'SHOW LOW, TRAVEL EAST ALONG US 60 FOR 11 MILES TO JUNCTION WITH SR 61.
 ER0503'BEAR LEFT ON SR 61 AND TRAVEL 15 MILES TO MILE POST 368 AND CINDER DR.
 ER0503'TURN RIGHT ON PAVED ROAD FOR 1.2 MILES TO END OF PAVEMENT.  CONTINUE
 ER0503'AHEAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK UP STEEP HILL TO THE TOP
 ER0503'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0539 ***********************************************************************
 ER0539  DESIGNATION -  CONCHO
 ER0539  PID         -  ER0539
 ER0539  STATE/COUNTY-  AZ/APACHE
 ER0539  USGS QUAD   -  STINKING SPRINGS (1982)
 ER0539
 ER0539                         *CURRENT SURVEY CONTROL
 ER0539  ___________________________________________________________________
 ER0539* NAD 83(1992)-  34 32 14.12211(N)    109 32 34.28681(W)     ADJUSTED  
 ER0539* NAVD 88     -      1925.1    (meters)    6316.     (feet)  VERTCON   
 ER0539  ___________________________________________________________________
 ER0539  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 ER0539  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0539
 ER0539  HORZ ORDER  -  SECOND
 ER0539
 ER0539.The horizontal coordinates were established by classical geodetic methods
 ER0539.and adjusted by the National Geodetic Survey in August 1993..
 ER0539
 ER0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0539
 ER0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0539
 ER0539.The geoid height was determined by GEOID03.
 ER0539
 ER0539;                    North         East     Units Scale Factor Converg.
 ER0539;SPC AZ E     -   392,420.962   270,619.810   MT  0.99994040   +0 21 13.2
 ER0539;SPC AZ E     - 1,287,470.35    887,860.27   iFT  0.99994040   +0 21 13.2
 ER0539;UTM  12      - 3,822,692.597   633,716.069   MT  0.99982039   +0 49 34.5
 ER0539
 ER0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0539!SPC AZ E     -   0.99970158  x   0.99994040  =   0.99964200
 ER0539!UTM  12      -   0.99970158  x   0.99982039  =   0.99952203
 ER0539
 ER0539:                Primary Azimuth Mark                     Grid Az
 ER0539:SPC AZ E     -  BLACK                                    062 49 11.4
 ER0539:UTM  12      -  BLACK                                    062 20 50.1
 ER0539
 ER0539|---------------------------------------------------------------------|
 ER0539| PID    Reference Object                     Distance      Geod. Az  |
 ER0539|                                                           dddmmss.s |
 ER0539| ER0465 BLACK                               APPROX. 5.2 KM 0631024.6 |
 ER0539| CD1837 CONCHO ECC                            6.353 METERS 29732     |
 ER0539| CD1836 CONCHO RM 1                                        34312     |
 ER0539|---------------------------------------------------------------------|
 ER0539
 ER0539                          SUPERSEDED SURVEY CONTROL
 ER0539
 ER0539  NAD 83(1986)-  34 32 14.12059(N)    109 32 34.29508(W) AD(       ) 2
 ER0539  NAD 27      -  34 32 14.00896(N)    109 32 31.89960(W) AD(       ) 2
 ER0539  NGVD 29 (07/19/86) 1924.2    (m)         6313.     (f) VERT ANG       
 ER0539
 ER0539.Superseded values are not recommended for survey control.
 ER0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0539.See file dsdata.txt to determine how the superseded data were derived.
 ER0539
 ER0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3371622693(NAD 83)
 ER0539_MARKER: DD = SURVEY DISK
 ER0539_SETTING: 66 = SET IN ROCK OUTCROP
 ER0539
 ER0539  HISTORY     - Date     Condition        Report By
 ER0539  HISTORY     - 1954     MONUMENTED       USGS
 ER0539
 ER0539                          STATION DESCRIPTION
 ER0539
 ER0539'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RMG)
 ER0539'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF CONCHO AND 3.5
 ER0539'MILES NORTH OF STATE HWY. 61 ON NORTHEAST END OF A HIGH BROAD
 ER0539'RIDGE JUST NORTH OF A DRY LAKE.
 ER0539'
 ER0539'THE STATION MARK IS A STANDARD USGS DISK STAMPED---CONCHO 1954---
 ER0539'AND IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ER0539'
 ER0539'REFERENCE MARK 1 IS A USGS DISK STAMPED---CONCHO RM 1 1954---AND IS
 ER0539'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.
 ER0539'
 ER0539'REFERENCE MARK 2 IS A USGS DISK STAMPED---CONCHO ECC 1954---AND IS
 ER0539'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ER0539'
 ER0539'TO REACH THE STATION FROM THE INTERSECTION OF US HWY. 180 AND 666 AND
 ER0539'STATE ROUTE 61 IN ST. JOHNS, TRAVEL WEST ON HWY. 180 AND 61 FOR 10.50
 ER0539'MILES TO MILE POST 367.05 AND A GATE ON THE RIGHT, PASS THROUGH GATE
 ER0539'AND TRAVEL NORTH ON TRACK ROAD FOR 1.4 MILES TO A WINDMILL AND CORRALS
 ER0539', CONTINUE ON TRACK ROAD FOR 1.10 MILES TO A ROAD JUNCTION, GO LEFT,
 ER0539'WEST, FOR 0.25 MILE TO ROAD JUNCTION, TAKE THE RIGHT FORK, NORTH, AND
 ER0539'GO 0.55 MILE TO A ROAD TO THE RIGHT, GO RIGHT FOR 0.5 MILE TO A BEND
 ER0539'IN THE ROAD, LEFT, CONTINUE ON ROAD FOR 0.4 MILE TO BASE OF HILL,
 ER0539'(4X4 REQUIRED) PROCEED UP HILL ON TRACK ROAD FOR 0.1 MILE THEN BEAR
 ER0539'LEFT AND PROCEED CROSS COUNTRY TO THE STATION ON HIGHEST PART OF RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0616 ***********************************************************************
 FQ0616  DESIGNATION -  CONE
 FQ0616  PID         -  FQ0616
 FQ0616  STATE/COUNTY-  AZ/COCONINO
 FQ0616  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0616
 FQ0616                         *CURRENT SURVEY CONTROL
 FQ0616  ___________________________________________________________________
 FQ0616* NAD 83(1992)-  35 22 48.71356(N)    111 34 26.66176(W)     ADJUSTED  
 FQ0616* NAVD 88     -      2280.7    (meters)    7483.     (feet)  VERTCON   
 FQ0616  ___________________________________________________________________
 FQ0616  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 FQ0616  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0616
 FQ0616  HORZ ORDER  -  SECOND
 FQ0616
 FQ0616.The horizontal coordinates were established by classical geodetic methods
 FQ0616.and adjusted by the National Geodetic Survey in August 1993..
 FQ0616
 FQ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0616
 FQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0616
 FQ0616.The geoid height was determined by GEOID03.
 FQ0616
 FQ0616;                    North         East     Units Scale Factor Converg.
 FQ0616;SPC AZ C     -   485,804.613   244,486.375   MT  0.99991194   +0 11 54.1
 FQ0616;SPC AZ C     - 1,593,847.16    802,120.65   iFT  0.99991194   +0 11 54.1
 FQ0616;UTM  12      - 3,915,358.173   447,858.084   MT  0.99963350   -0 19 56.6
 FQ0616
 FQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0616!SPC AZ C     -   0.99964574  x   0.99991194  =   0.99955771
 FQ0616!UTM  12      -   0.99964574  x   0.99963350  =   0.99927937
 FQ0616
 FQ0616:                Primary Azimuth Mark                     Grid Az
 FQ0616:SPC AZ C     -  PASS                                     154 08 33.4
 FQ0616:UTM  12      -  PASS                                     154 40 24.1
 FQ0616
 FQ0616|---------------------------------------------------------------------|
 FQ0616| PID    Reference Object                     Distance      Geod. Az  |
 FQ0616|                                                           dddmmss.s |
 FQ0616| FQ0621 PASS                                APPROX. 3.1 KM 1542027.5 |
 FQ0616| CH2962 CONE RM 1                            11.255 METERS 19251     |
 FQ0616| CH2963 CONE RM 2                             6.270 METERS 26456     |
 FQ0616|---------------------------------------------------------------------|
 FQ0616
 FQ0616                          SUPERSEDED SURVEY CONTROL
 FQ0616
 FQ0616  NAD 83(1986)-  35 22 48.71041(N)    111 34 26.66050(W) AD(       ) 2
 FQ0616  NAD 27      -  35 22 48.68250(N)    111 34 24.08726(W) AD(       ) 2
 FQ0616  NGVD 29 (07/19/86) 2279.7    (m)         7479.     (f) VERT ANG       
 FQ0616
 FQ0616.Superseded values are not recommended for survey control.
 FQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0616.See file dsdata.txt to determine how the superseded data were derived.
 FQ0616
 FQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4785815358(NAD 83)
 FQ0616_MARKER: DD = SURVEY DISK
 FQ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0616
 FQ0616  HISTORY     - Date     Condition        Report By
 FQ0616  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0616
 FQ0616                          STATION DESCRIPTION
 FQ0616
 FQ0616'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0616'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF FLAGSTAFF, 27
 FQ0616'MILES SOUTH OF GRAY MOUNTAIN AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY
 FQ0616'89.  IT IS ON A BENCH ON A RIDGE LEADING WEST FROM A PROMINENT
 FQ0616'UNNAMED CRATER, ON PROPERTY OF THE U.S. FORREST SERVICE.
 FQ0616'
 FQ0616'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0616'PROJECTS 5 INCHES.  THE MARK IS 39-1/2 FEET NORTH OF A 28 INCH
 FQ0616'PINE TREE, 33 FEET EAST OF A 20 INCH PINE TREE AND 21 FEET
 FQ0616'SOUTHWEST OF A 18 INCH PINE.
 FQ0616'
 FQ0616'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'RM 1 1974.  IT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 3
 FQ0616'INCHES.  IT IS 17 FEET NORTHWEST OF A 28 INCH PINE TREE AND 12-1/2
 FQ0616'FEET SOUTHEAST OF A 10 INCH TREE.
 FQ0616'
 FQ0616'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'RM 2 1974.  IT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 2
 FQ0616'INCHES.  IT IS 35-1/2 FEET SOUTHWEST OF AN 18 INCH PINE TREE AND
 FQ0616'12 FEET EAST OF 20 INCH PINE TREE.
 FQ0616'
 FQ0616'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0616'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0616'U.S. 89 FOR 13.9 MILES TO THE ENTRANCE TO SUNSET CRATER
 FQ0616'NATIONAL MONUMENT ON THE RIGHT, CONTINUE NORTH FOR 0.8 MILE TO A
 FQ0616'DIRT ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.45 MILE TO
 FQ0616'THE EAST END OF A BORROW PIT, BEAR RIGHT ON A STEEP NARROW ROAD
 FQ0616'FOR 0.35 MILE TO THE NEXT NARROW VALLEY.  TURN RIGHT ALONG
 FQ0616'TRACK ROAD ABOUT 1/4 MILE PASSING A LOGGING ROAD ON LEFT, BEAR
 FQ0616'LEFT UP A VERY STEEP ROAD TO THE STATION ON THE FIRST BENCH.
 FQ0616'
 FQ0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1885 ***********************************************************************
 DU1885  DESIGNATION -  CONE
 DU1885  PID         -  DU1885
 DU1885  STATE/COUNTY-  AZ/GILA
 DU1885  USGS QUAD   -  INSPIRATION (1982)
 DU1885
 DU1885                         *CURRENT SURVEY CONTROL
 DU1885  ___________________________________________________________________
 DU1885* NAD 83(1992)-  33 25 53.82341(N)    110 58 20.98184(W)     ADJUSTED  
 DU1885* NAVD 88     -      1439.0    (meters)    4721.     (feet)  VERTCON   
 DU1885  ___________________________________________________________________
 DU1885  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 DU1885  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DU1885
 DU1885  HORZ ORDER  -  THIRD
 DU1885
 DU1885.The horizontal coordinates were established by classical geodetic methods
 DU1885.and adjusted by the National Geodetic Survey in August 1993..
 DU1885
 DU1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1885
 DU1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1885
 DU1885.The geoid height was determined by GEOID03.
 DU1885
 DU1885;                    North         East     Units Scale Factor Converg.
 DU1885;SPC AZ E     -   269,907.055   138,428.078   MT  0.99996920   -0 26 38.3
 DU1885;SPC AZ E     -   885,521.83    454,160.36   iFT  0.99996920   -0 26 38.3
 DU1885;UTM  12      - 3,699,138.112   502,556.823   MT  0.99960008   +0 00 54.6
 DU1885
 DU1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1885!SPC AZ E     -   0.99977849  x   0.99996920  =   0.99974770
 DU1885!UTM  12      -   0.99977849  x   0.99960008  =   0.99937866
 DU1885
 DU1885:                Primary Azimuth Mark                     Grid Az
 DU1885:SPC AZ E     -  HUTTON                                   190 04 13.3
 DU1885:UTM  12      -  HUTTON                                   189 36 40.4
 DU1885
 DU1885|---------------------------------------------------------------------|
 DU1885| PID    Reference Object                     Distance      Geod. Az  |
 DU1885|                                                           dddmmss.s |
 DU1885| DU1891 HUTTON                              APPROX.11.7 KM 1893735.0 |
 DU1885|---------------------------------------------------------------------|
 DU1885
 DU1885                          SUPERSEDED SURVEY CONTROL
 DU1885
 DU1885  NAD 83(1986)-  33 25 53.81923(N)    110 58 20.98230(W) AD(       ) 3
 DU1885  NGVD 29 (09/20/88) 1438.3    (m)         4719.     (f) VERT ANG       
 DU1885
 DU1885.Superseded values are not recommended for survey control.
 DU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1885.See file dsdata.txt to determine how the superseded data were derived.
 DU1885
 DU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0255799138(NAD 83)
 DU1885_MARKER: DS = TRIANGULATION STATION DISK
 DU1885_SETTING: 80 = SET IN A BOULDER
 DU1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1885+STABILITY: SURFACE MOTION
 DU1885
 DU1885  HISTORY     - Date     Condition        Report By
 DU1885  HISTORY     - 1944     MONUMENTED       USGS
 DU1885  HISTORY     - 1946     GOOD             USGS
 DU1885
 DU1885                          STATION DESCRIPTION
 DU1885
 DU1885'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1885'LOCATED ABOUT 1.5 MI NNW. OF PORPHYRY MTN. (CASTLE DOME COPPER
 DU1885'CO. STRIP MINING OPERATIONS).  ON PROMINENT, ISOLATED, CONE PEAK.
 DU1885'HIGHEST PART OF SUMMIT AT EXTREME NORTH END.
 DU1885'
 DU1885'TO REACH FROM CASTLE DOME COPPER CO. POWDER MAGAZINE, WHICH IS
 DU1885'ABOUT 0.25 MI N. OF THEIR PORPHYRY MTN. STRIP MINING OPERATIONS,
 DU1885'WALK CROSS-COUNTRY.
 DU1885'
 DU1885'STATION MARK--STANDARD TABLET STAMPED---CONE 1944---, CEMENTED IN
 DU1885'SLOPING FACE OF NATURAL ROCK ABOUT FLUSH WITH GROUND.
 DU1885'
 DU1885'RM 1--CHISELED CROSS IN NATURAL ROCK OUTCROP IN EAST FACE OF
 DU1885'ROCK ON SUMMIT.
 DU1885'
 DU1885'RM 2--CHISELED CROSS IN NATURAL ROCK OUTCROP IN SLOPING ROCK ON
 DU1885'BENCH TO W.
 DU1885
 DU1885                          STATION RECOVERY (1946)
 DU1885
 DU1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0280 ***********************************************************************
 CZ0280  DESIGNATION -  CONGRESS
 CZ0280  PID         -  CZ0280
 CZ0280  STATE/COUNTY-  AZ/PIMA
 CZ0280  USGS QUAD   -  TUCSON (1992)
 CZ0280
 CZ0280                         *CURRENT SURVEY CONTROL
 CZ0280  ___________________________________________________________________
 CZ0280* NAD 83(1992)-  32 13 14.61084(N)    110 58 48.30039(W)     ADJUSTED  
 CZ0280* NAVD 88     -       721.63   (+/-2cm)    2367.5    (feet)  VERTCON   
 CZ0280  ___________________________________________________________________
 CZ0280  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ0280  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0280
 CZ0280  HORZ ORDER  -  SECOND
 CZ0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0280
 CZ0280.The horizontal coordinates were established by classical geodetic methods
 CZ0280.and adjusted by the National Geodetic Survey in August 1993..
 CZ0280
 CZ0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0280.The vertical order pertains to the NGVD 29 superseded value.
 CZ0280
 CZ0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0280
 CZ0280.The geoid height was determined by GEOID03.
 CZ0280
 CZ0280;                    North         East     Units Scale Factor Converg.
 CZ0280;SPC AZ C     -   135,725.253   301,640.901   MT  0.99999608   +0 29 57.8
 CZ0280;SPC AZ C     -   445,292.82    989,635.50   iFT  0.99999608   +0 29 57.8
 CZ0280;UTM  12      - 3,564,902.020   501,876.705   MT  0.99960004   +0 00 38.2
 CZ0280
 CZ0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0280!SPC AZ C     -   0.99989130  x   0.99999608  =   0.99988738
 CZ0280!UTM  12      -   0.99989130  x   0.99960004  =   0.99949138
 CZ0280
 CZ0280|---------------------------------------------------------------------|
 CZ0280| PID    Reference Object                     Distance      Geod. Az  |
 CZ0280|                                                           dddmmss.s |
 CZ0280| CZ0279 CONGRESS RM 1                        12.632 METERS 00904     |
 CZ0280| CZ1839 TUCSON RADIO STATION KMOP MAST      432.006 METERS 2240631.9 |
 CZ0280| CZ0278 CONGRESS RM 2                        17.863 METERS 27301     |
 CZ0280|---------------------------------------------------------------------|
 CZ0280
 CZ0280                          SUPERSEDED SURVEY CONTROL
 CZ0280
 CZ0280  NAD 83(1986)-  32 13 14.60719(N)    110 58 48.29816(W) AD(       ) 2
 CZ0280  NAD 27      -  32 13 14.33230(N)    110 58 45.96590(W) AD(       ) 2
 CZ0280  NGVD 29 (??/??/92)  720.961  (m)         2365.35   (f) ADJ UNCH    2 0
 CZ0280
 CZ0280.Superseded values are not recommended for survey control.
 CZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0280.See file dsdata.txt to determine how the superseded data were derived.
 CZ0280
 CZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0187764902(NAD 83)
 CZ0280_MARKER: DS = TRIANGULATION STATION DISK
 CZ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0280+STABILITY: SURFACE MOTION
 CZ0280
 CZ0280  HISTORY     - Date     Condition        Report By
 CZ0280  HISTORY     - 1959     MONUMENTED       CGS
 CZ0280  HISTORY     - 1960     GOOD             NGS
 CZ0280  HISTORY     - 1975     GOOD             USAF
 CZ0280
 CZ0280                          STATION DESCRIPTION
 CZ0280
 CZ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0280'THE STATION IS AT THE WEST EDGE OF THE CITY OF TUCSON, ON THE
 CZ0280'FREE WAY BETWEEN THE TWO LANES OF TRAFFIC.  NEAR THE SOUTH END
 CZ0280'OF THE CONCRETE OVER PASS OVER CONGRESS STREET.
 CZ0280'
 CZ0280'THE STATION MARK, STAMPED CONGRESS 1959, IS A STANDARD DISK
 CZ0280'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0280'5 INCHES.  IT IS 38 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 CZ0280'TRAFFIC LANE, 34 FEET WEST OF THE CENTER OF THE NORTH BOUND
 CZ0280'TRAFFIC LANE AND 3-1/2 FEET SOUTH OF THE SOUTH HEAD WALL.
 CZ0280'
 CZ0280'REFERENCE MARK 1, STAMPED CONGRESS NO 1 1959, IS A STANDARD
 CZ0280'DISK CEMENTED IN A DRILL HOLE IN THE WEST GUARD RAIL FOR NORTH
 CZ0280'BOUND TRAFFIC.  IT IS 36 FEET NORTH OF THE SOUTH END OF THE OVER
 CZ0280'PASS AND 22 FEET WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC
 CZ0280'LANE.
 CZ0280'
 CZ0280'REFERENCE MARK 2, STAMPED CONGRESS NO 2 1959, IS A STANDARD
 CZ0280'DISK CEMENTED IN A DRILL HOLE IN THE WEST GUARD RAIL FOR THE
 CZ0280'SOUTH BOUND TRAFFIC.  IT IS 10 FEET NORTH OF THE SOUTH END OF
 CZ0280'THE OVER PASS AND 22 FEET WEST OF THE CENTER OF THE SOUTH
 CZ0280'BOUND TRAFFIC LANE.
 CZ0280
 CZ0280                          STATION RECOVERY (1960)
 CZ0280
 CZ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0280'IN TUCSON.
 CZ0280'AT THE WESTERN EDGE OF THE CITY OF TUCSON ON THE FREEWAY BETWEEN THE
 CZ0280'TWO LANES OF TRAFFIC, NEAR THE SOUTH END OF THE CONCRETE OVERPASS OVER
 CZ0280'CONGRESS STREET, 58 FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND
 CZ0280'TRAFFIC LANE, 34 FEET WEST OF THE CENTER LINE OF THE NORTHBOUND
 CZ0280'TRAFFIC LANE, 3.5 FEET SOUTH OF THE SOUTH HEADWALL, SET IN THE TOP OF
 CZ0280'A 12-INCH CONCRETE POST PROJECTING 5 INCHES.
 CZ0280
 CZ0280                          STATION RECOVERY (1975)
 CZ0280
 CZ0280'RECOVERY NOTE BY US AIR FORCE 1975 (JKS)
 CZ0280'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 CZ0280'DESCRIBED IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0964 ***********************************************************************
 ET0964  DESIGNATION -  CONGRESS
 ET0964  PID         -  ET0964
 ET0964  STATE/COUNTY-  AZ/YAVAPAI
 ET0964  USGS QUAD   -  CONGRESS (1969)
 ET0964
 ET0964                         *CURRENT SURVEY CONTROL
 ET0964  ___________________________________________________________________
 ET0964* NAD 83(1992)-  34 10 32.40813(N)    112 51 38.55410(W)     ADJUSTED  
 ET0964* NAVD 88     -       980.3    (meters)    3216.     (feet)  VERTCON   
 ET0964  ___________________________________________________________________
 ET0964  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 ET0964  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 ET0964
 ET0964  HORZ ORDER  -  SECOND
 ET0964
 ET0964.The horizontal coordinates were established by classical geodetic methods
 ET0964.and adjusted by the National Geodetic Survey in June 1998..
 ET0964
 ET0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0964
 ET0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0964
 ET0964.The geoid height was determined by GEOID03.
 ET0964
 ET0964;                    North         East     Units Scale Factor Converg.
 ET0964;SPC AZ C     -   352,540.561   126,331.989   MT  0.99999333   -0 31 49.2
 ET0964;SPC AZ C     - 1,156,629.14    414,475.03   iFT  0.99999333   -0 31 49.2
 ET0964;UTM  12      - 3,783,198.606   328,510.828   MT  0.99996252   -1 02 43.7
 ET0964
 ET0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0964!SPC AZ C     -   0.99985067  x   0.99999333  =   0.99984400
 ET0964!UTM  12      -   0.99985067  x   0.99996252  =   0.99981319
 ET0964
 ET0964|---------------------------------------------------------------------|
 ET0964| PID    Reference Object                     Distance      Geod. Az  |
 ET0964|                                                           dddmmss.s |
 ET0964| CH2964 CONGRESS RM 1                         8.615 METERS 12736     |
 ET0964| ET0972 SAG                                 APPROX. 6.0 KM 1760914.6 |
 ET0964| CH2965 CONGRESS RM 2                        10.646 METERS 26836     |
 ET0964|---------------------------------------------------------------------|
 ET0964
 ET0964                          SUPERSEDED SURVEY CONTROL
 ET0964
 ET0964  NAD 83(1992)-  34 10 32.40813(N)    112 51 38.55410(W) AD(       ) 2
 ET0964  NAD 83(1986)-  34 10 32.40694(N)    112 51 38.55712(W) AD(       ) 2
 ET0964  NAD 27      -  34 10 32.32059(N)    112 51 35.89442(W) AD(       ) 2
 ET0964  NGVD 29 (07/19/86)  979.5    (m)         3214.     (f) VERT ANG       
 ET0964
 ET0964.Superseded values are not recommended for survey control.
 ET0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0964.See file dsdata.txt to determine how the superseded data were derived.
 ET0964
 ET0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2851183199(NAD 83)
 ET0964_MARKER: DD = SURVEY DISK
 ET0964_SETTING: 80 = SET IN A BOULDER
 ET0964_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0964
 ET0964  HISTORY     - Date     Condition        Report By
 ET0964  HISTORY     - 1969     MONUMENTED       USGS
 ET0964  HISTORY     - 1980     GOOD             AZDT
 ET0964
 ET0964                          STATION DESCRIPTION
 ET0964
 ET0964'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0964'LOCATED ABOUT 6.5 MI. (WSW.) OF YARUELL.  ABOUT 1.4 MI. NW. OF THE
 ET0964'JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 71 AT CONGRESS.  ON
 ET0964'A SMALL ROCKY RIDGE.
 ET0964'
 ET0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 71
 ET0964'AT CONGRESS DRIVE W. ON STATE HIGHWAY 71 TO A POINT ABOUT 300 FT.
 ET0964'W. OF THE ATCHISON, TOPEKA AND SANTA FE RR. CROSSING.  TURN RIGHT
 ET0964'ON A SURFACED RD. AND DRIVE 0.6 MI. TO A DIRT T-RD. LEFT.  TURN
 ET0964'LEFT AND DRIVE 0.3 MI. TO A SHARP RIGHT TURN AT A FENCE CORNER.
 ET0964'TURN RIGHT AND DRIVE 0.2 MI. TO A POINT NEAR THE S. END OF A SMALL
 ET0964'N.-S.  RIDGE.  TURN LEFT FOR 0.1 MI. TO THE BASE OF THE E.
 ET0964'EDGE OF THE RIDGE AND END OF TRUCK TRAVEL.  PACK W. UP THE SIDE OF
 ET0964'THE RIDGE TO AN AREA S. OF THE FIRST PROMINENT TOP AND ABOUT
 ET0964'100 FT. LOWER ON THE S. END OF THE RIDGE AND THE STATION, ABOUT
 ET0964'A 5-MINUTE PACK.
 ET0964'
 ET0964'STATION MARK--A STANDARD USGS TABLET STAMPED CONGRESS 1969 SET IN
 ET0964'A LARGE BOULDER.
 ET0964'
 ET0964'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0964'1 1969 SET IN THE TOP OF A LARGE BOULDER, 2.1 FT. BELOW THE STATION
 ET0964'MARK.
 ET0964'
 ET0964'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0964'2 1969 SET IN ROCK OUTCROP, LEVEL WITH THE GROUND AND LEVEL WITH THE
 ET0964'STATION MARK.
 ET0964
 ET0964                          STATION RECOVERY (1980)
 ET0964
 ET0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET0964'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ET0964'THE ROUTE TO THE STATION IS ADEQUITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0279 ***********************************************************************
 CZ0279  DESIGNATION -  CONGRESS RM 1
 CZ0279  PID         -  CZ0279
 CZ0279  STATE/COUNTY-  AZ/PIMA
 CZ0279  USGS QUAD   -  TUCSON (1992)
 CZ0279
 CZ0279                         *CURRENT SURVEY CONTROL
 CZ0279  ___________________________________________________________________
 CZ0279* NAD 83(1986)-  32 13 15.     (N)    110 58 47.     (W)     SCALED    
 CZ0279* NAVD 88     -       721.76   (+/-2cm)    2368.0    (feet)  VERTCON   
 CZ0279  ___________________________________________________________________
 CZ0279  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0279
 CZ0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0279
 CZ0279.The horizontal coordinates were scaled from a topographic map and have
 CZ0279.an estimated accuracy of +/- 6 seconds.
 CZ0279
 CZ0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0279.The vertical order pertains to the NGVD 29 superseded value.
 CZ0279
 CZ0279.The geoid height was determined by GEOID03.
 CZ0279
 CZ0279;                    North         East    Units  Estimated Accuracy
 CZ0279;SPC AZ C     -   135,740.      301,680.      MT  (+/- 180 meters Scaled)
 CZ0279
 CZ0279                          SUPERSEDED SURVEY CONTROL
 CZ0279
 CZ0279  NGVD 29 (??/??/92)  721.096  (m)         2365.80   (f) ADJ UNCH    2 0
 CZ0279
 CZ0279.Superseded values are not recommended for survey control.
 CZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0279.See file dsdata.txt to determine how the superseded data were derived.
 CZ0279
 CZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019649(NAD 83)
 CZ0279_MARKER: DR = REFERENCE MARK DISK
 CZ0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0279_SP_SET: GUARD RAIL
 CZ0279_STAMPING: CONGRESS NO 1 1959
 CZ0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0279
 CZ0279  HISTORY     - Date     Condition        Report By
 CZ0279  HISTORY     - 1959     MONUMENTED       CGS
 CZ0279  HISTORY     - 1960     GOOD             NGS
 CZ0279
 CZ0279                          STATION DESCRIPTION
 CZ0279
 CZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0279'IN TUCSON.
 CZ0279'AT THE WEST EDGE OF THE CITY OF TUCSON, 36.0 FEET NORTH OF THE SOUTH
 CZ0279'END OF THE CONGRESS STREET OVERPASS, 22 FEET WEST OF THE CENTER LINE
 CZ0279'OF THE NORTHBOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE WEST GUARD
 CZ0279'RAIL FOR NORTHBOUND TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0278 ***********************************************************************
 CZ0278  DESIGNATION -  CONGRESS RM 2
 CZ0278  PID         -  CZ0278
 CZ0278  STATE/COUNTY-  AZ/PIMA
 CZ0278  USGS QUAD   -  TUCSON (1992)
 CZ0278
 CZ0278                         *CURRENT SURVEY CONTROL
 CZ0278  ___________________________________________________________________
 CZ0278* NAD 83(1986)-  32 13 15.     (N)    110 58 47.     (W)     SCALED    
 CZ0278* NAVD 88     -       721.48   (+/-2cm)    2367.1    (feet)  VERTCON   
 CZ0278  ___________________________________________________________________
 CZ0278  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0278
 CZ0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0278
 CZ0278.The horizontal coordinates were scaled from a topographic map and have
 CZ0278.an estimated accuracy of +/- 6 seconds.
 CZ0278
 CZ0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0278.The vertical order pertains to the NGVD 29 superseded value.
 CZ0278
 CZ0278.The geoid height was determined by GEOID03.
 CZ0278
 CZ0278;                    North         East    Units  Estimated Accuracy
 CZ0278;SPC AZ C     -   135,740.      301,680.      MT  (+/- 180 meters Scaled)
 CZ0278
 CZ0278                          SUPERSEDED SURVEY CONTROL
 CZ0278
 CZ0278  NGVD 29 (??/??/92)  720.812  (m)         2364.86   (f) ADJ UNCH    2 0
 CZ0278
 CZ0278.Superseded values are not recommended for survey control.
 CZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0278.See file dsdata.txt to determine how the superseded data were derived.
 CZ0278
 CZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019649(NAD 83)
 CZ0278_MARKER: DR = REFERENCE MARK DISK
 CZ0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0278_SP_SET: GUARD RAIL
 CZ0278_STAMPING: CONGRESS NO 2 1959
 CZ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0278
 CZ0278  HISTORY     - Date     Condition        Report By
 CZ0278  HISTORY     - 1959     MONUMENTED       CGS
 CZ0278  HISTORY     - 1960     GOOD             NGS
 CZ0278
 CZ0278                          STATION DESCRIPTION
 CZ0278
 CZ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0278'IN TUCSON.
 CZ0278'AT THE WEST EDGE OF THE CITY OF TUCSON, 10 FEET NORTH OF THE SOUTH END
 CZ0278'OF THE CONGRESS STREET OVERPASS, 22 FEET WEST OF THE CENTER LINE OF
 CZ0278'THE SOUTHBOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE WEST GUARD
 CZ0278'RAIL FOR THE SOUTHBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1947 ***********************************************************************
 DV1947  DESIGNATION -  CONICAL PEAK 24 MI NW OF HORN
 DV1947  PID         -  DV1947
 DV1947  STATE/COUNTY-  AZ/YUMA
 DV1947  USGS QUAD   -  PALOMAS MOUNTAINS NW (1990)
 DV1947
 DV1947                         *CURRENT SURVEY CONTROL
 DV1947  ___________________________________________________________________
 DV1947* NAD 83(1992)-  33 10 02.65587(N)    113 41 01.77888(W)     ADJUSTED  
 DV1947* NAVD 88     -                                                        
 DV1947  ___________________________________________________________________
 DV1947  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV1947  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DV1947
 DV1947  HORZ ORDER  -  THIRD
 DV1947
 DV1947.The horizontal coordinates were established by classical geodetic methods
 DV1947.and adjusted by the National Geodetic Survey in August 1993..
 DV1947
 DV1947
 DV1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1947
 DV1947.The geoid height was determined by GEOID03.
 DV1947
 DV1947;                    North         East     Units Scale Factor Converg.
 DV1947;SPC AZ W     -   240,325.791   219,531.920   MT  0.99993380   +0 02 10.3
 DV1947;SPC AZ W     -   788,470.44    720,249.08   iFT  0.99993380   +0 02 10.3
 DV1947;UTM  12      - 3,673,053.907   249,725.529   MT  1.00037236   -1 28 08.6
 DV1947
 DV1947                          SUPERSEDED SURVEY CONTROL
 DV1947
 DV1947  NAD 83(1986)-  33 10 02.64865(N)    113 41 01.78314(W) AD(       ) 4
 DV1947  NAD 27      -  33 10 02.49700(N)    113 40 59.04200(W) AD(       ) 3
 DV1947
 DV1947.Superseded values are not recommended for survey control.
 DV1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1947.See file dsdata.txt to determine how the superseded data were derived.
 DV1947
 DV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4972673054(NAD 83)
 DV1947
 DV1947  HISTORY     - Date     Condition        Report By
 DV1947  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1947
 DV1947                          STATION DESCRIPTION
 DV1947
 DV1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1947'LOCATED ABOUT 24 MILES NORTHWEST OF HORN (A RAILROAD STATION
 DV1947'AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1947'
 DV1947'PEAK, CONE-SHAPED, IS ONE OF THE HIGHEST POINTS IN THAT VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1057 ***********************************************************************
 FS1057  DESIGNATION -  CONNICO
 FS1057  PID         -  FS1057
 FS1057  STATE/COUNTY-  AZ/MOHAVE
 FS1057  USGS QUAD   -  KINGMAN SW (1983)
 FS1057
 FS1057                         *CURRENT SURVEY CONTROL
 FS1057  ___________________________________________________________________
 FS1057* NAD 83(1992)-  35 07 28.17988(N)    114 08 25.96032(W)     ADJUSTED  
 FS1057* NAVD 88     -       933.0    (meters)    3061.     (feet)  VERTCON   
 FS1057  ___________________________________________________________________
 FS1057  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 FS1057  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FS1057
 FS1057  HORZ ORDER  -  SECOND
 FS1057
 FS1057.The horizontal coordinates were established by classical geodetic methods
 FS1057.and adjusted by the National Geodetic Survey in August 1993..
 FS1057
 FS1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1057
 FS1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1057
 FS1057.The geoid height was determined by GEOID03.
 FS1057
 FS1057;                    North         East     Units Scale Factor Converg.
 FS1057;SPC AZ W     -   457,469.506   177,764.266   MT  0.99994894   -0 13 28.9
 FS1057;SPC AZ W     - 1,500,884.21    583,216.10   iFT  0.99994894   -0 13 28.9
 FS1057;UTM  11      - 3,890,592.040   760,571.075   MT  1.00043687   +1 38 46.1
 FS1057
 FS1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1057!SPC AZ W     -   0.99985813  x   0.99994894  =   0.99980708
 FS1057!UTM  11      -   0.99985813  x   1.00043687  =   1.00029494
 FS1057
 FS1057:                Primary Azimuth Mark                     Grid Az
 FS1057:SPC AZ W     -  CONNICO AZ MK                            113 05 26.4
 FS1057:UTM  11      -  CONNICO AZ MK                            111 13 11.4
 FS1057
 FS1057|---------------------------------------------------------------------|
 FS1057| PID    Reference Object                     Distance      Geod. Az  |
 FS1057|                                                           dddmmss.s |
 FS1057| CC4536 CONNICO AZ MK                                      1125157.5 |
 FS1057| FS1055 GRIFFITH WATER TANK                 APPROX. 7.2 KM 1624705.0 |
 FS1057| CC4537 CONNICO RM 1                          6.144 METERS 23641     |
 FS1057| CC4538 CONNICO RM 2                         11.268 METERS 33827     |
 FS1057|---------------------------------------------------------------------|
 FS1057
 FS1057                          SUPERSEDED SURVEY CONTROL
 FS1057
 FS1057  NAD 83(1986)-  35 07 28.18205(N)    114 08 25.96112(W) AD(       ) 2
 FS1057  NAD 27      -  35 07 28.17500(N)    114 08 23.13000(W) AD(       ) 2
 FS1057  NGVD 29 (07/19/86)  932.2    (m)         3058.     (f) VERT ANG       
 FS1057
 FS1057.Superseded values are not recommended for survey control.
 FS1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1057.See file dsdata.txt to determine how the superseded data were derived.
 FS1057
 FS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6057190592(NAD 83)
 FS1057_MARKER: DS = TRIANGULATION STATION DISK
 FS1057_SETTING: 66 = SET IN ROCK OUTCROP
 FS1057
 FS1057  HISTORY     - Date     Condition        Report By
 FS1057  HISTORY     - 1948     MONUMENTED       CGS
 FS1057  HISTORY     - 1955     GOOD             CGS
 FS1057  HISTORY     - 1961     GOOD             AMS
 FS1057  HISTORY     - 1961     GOOD             CGS
 FS1057
 FS1057                          STATION DESCRIPTION
 FS1057
 FS1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1057'THE STATION IS ON THE NORTH END AND HIGHEST POINT OF A LOW BUTTE
 FS1057'WHICH IS SURROUNDED BY RIM ROCK.  IT IS ABOUT 8 MILES, AIRLINE,
 FS1057'SOUTHWEST OF KINGMAN, AND 1/4 MILE NORTHWEST OF U.S. HIGHWAY 66.
 FS1057'
 FS1057'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN
 FS1057'IRREGULAR MASS OF OUTCROPPING BEDROCK, 24 FEET LONG, 12 FEET
 FS1057'WIDE, PROJECTING ABOUT 3 FEET ABOVE THE SURROUNDING SURFACE,
 FS1057'IS STAMPED CONNICO 1947.  IT IS 10 FEET SOUTHWEST OF A ROCK
 FS1057'PROJECTION WHICH IS 5 FEET HIGHER IN ELEVATION.
 FS1057'
 FS1057'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1057'IN THE TOP OF AN IRREGULAR MASS OF OUTCROPPING BEDROCK, 6 FEET
 FS1057'BY 4 FEET, PROJECTING 18 INCHES ABOVE THE GROUND, IS STAMPED
 FS1057'CONNICO NO 1 1947.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 FS1057'STATION MARK.
 FS1057'
 FS1057'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1057'THE TOP OF AN IRREGULAR MASS OF OUTCROPPING BEDROCK, 10 FEET
 FS1057'BY 5 FEET, PROJECTING 2 FEET ON THE WEST SIDE AND FLUSH ON THE
 FS1057'OTHER SIDES, IS 4-1/2 FEET LOWER THAN THE STATION MARK AND IS
 FS1057'STAMPED CONNICO NO 2 1947.
 FS1057'
 FS1057'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1057'THE TOP OF A MASS OF OUTCROPPING BEDROCK 3 FEET BY 3 FEET,
 FS1057'PROJECTING 6 INCHES ABOVE THE GROUND, IS STAMPED CONNICO 1947.
 FS1057'IT IS AT THE NORTHWEST END OF A LOW RIDGE ABOUT 150 FEET SOUTH
 FS1057'OF AND 30 FEET HIGHER THAN A WASH.
 FS1057'
 FS1057'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FS1057'RAILROAD DEPOT IN KINGMAN GO SOUTHWEST ON U.S. HIGHWAY 66 FOR
 FS1057'7.2 MILES TO A TRACK ROAD LEFT.  THE AZIMUTH MARK IS ABOUT 200
 FS1057'YARDS SOUTH OF THE HIGHWAY AND CAN BE REACHED BY TAKING THIS
 FS1057'ROAD.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MILE.  TURN
 FS1057'RIGHT OFF THE HIGHWAY TO A FENCE LINE AND THE END OF TRUCK
 FS1057'TRAVEL.  FROM HERE PACK NORTHWESTERLY TO THE BASE OF A BUTTE
 FS1057'THENCE UP A VERY STEEP SLOPE TO THE SOUTHERN END, GOING
 FS1057'THROUGH RIM ROCK.  TURN RIGHT ALONG THE TOP OF THE BUTTE TO
 FS1057'THE NORTH END.  A 20 MINUTE PACK.
 FS1057
 FS1057                          STATION RECOVERY (1955)
 FS1057
 FS1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1057'RECOVERED-THE STATION WAS NOT VISITED.  THE DIRECTIONS FOR
 FS1057'REACHING THE STATION WERE FOLLOWED AND THE AZIMUTH MARK WAS
 FS1057'FOUND.  THE ARROW ON THE STATION AND THE DESCRIPTION INDICATED
 FS1057'THE LOCATION OF THE STATION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 FS1057'THAT AT MC CONNICO, THE OLD ROUTE OF U.S. HIGHWAY 66 (ROAD TO
 FS1057'GOLDROAD) SHOULD BE FOLLOWED TO THE STATION SITE.
 FS1057
 FS1057                          STATION RECOVERY (1961)
 FS1057
 FS1057'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 FS1057'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FS1057
 FS1057                          STATION RECOVERY (1961)
 FS1057
 FS1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1057'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION
 FS1057'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FS1057'
 FS1057'THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED AND WERE FOUND
 FS1057'TO BE CORRECT.
 FS1057'
 FS1057'THE ORIGINAL DESCRIPTION TO THE STATION IS ADEQUATE.
 FS1057'
 FS1057'DUE TO CHANGES IN U.S. HIGHWAY 66 AND COMPLETE NEW TO REACH
 FS1057'FOLLOWS--
 FS1057'
 FS1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS1057'93 IN THE SOUTHWEST PART OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY
 FS1057'66 FOR 4.35 MILES TO FORKS, TAKE RIGHT FORK (OLD U.S. 66) AND GO
 FS1057'SOUTHWESTERLY ON SURFACED ROAD FOR 2.55 MILES TO A TRACK ROAD
 FS1057'LEFT AND THE AZIMUTH MARK ABOUT 200 YARDS TO THE LEFT AS
 FS1057'DESCRIBED IN THE 1948 DESCRIPTION.  CONTINUE SOUTHWESTERLY ON
 FS1057'SURFACED ROAD FOR 0.25 MILE TO A WIRE GATE ON RIGHT JUST BEFORE
 FS1057'REACHING TOP OF KNOLL, TURN RIGHT, PASS THROUGH GATE AND GO
 FS1057'NORTHWEST ON TRACK ROAD FOR 0.15 MILE TO POWER LINE, TURN
 FS1057'LEFT, GO SOUTHWEST ALONG POWERLINE FOR 0.15 MILE TO TOP OF A
 FS1057'RIDGE AND DOUBLE POWERLINE POLE, FROM THIS POINT PACK WEST,
 FS1057'NORTHWEST UP STEEP HILL TO THE STATION ON THE NORTH END OF
 FS1057'BUTTE AS DESCRIBED.
 FS1057'
 FS1057'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0292 ***********************************************************************
 CG0292  DESIGNATION -  CONTINENTAL RM 1
 CG0292  PID         -  CG0292
 CG0292  STATE/COUNTY-  AZ/PIMA
 CG0292  USGS QUAD   -  GREEN VALLEY (1981)
 CG0292
 CG0292                         *CURRENT SURVEY CONTROL
 CG0292  ___________________________________________________________________
 CG0292* NAD 83(1986)-  31 51 03.     (N)    110 59 32.     (W)     SCALED    
 CG0292* NAVD 88     -       881.45   (+/-2cm)    2891.9    (feet)  VERTCON   
 CG0292  ___________________________________________________________________
 CG0292  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0292
 CG0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0292
 CG0292.The horizontal coordinates were scaled from a topographic map and have
 CG0292.an estimated accuracy of +/- 6 seconds.
 CG0292
 CG0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0292.The vertical order pertains to the NGVD 29 superseded value.
 CG0292
 CG0292.The geoid height was determined by GEOID03.
 CG0292
 CG0292;                    North         East    Units  Estimated Accuracy
 CG0292;SPC AZ C     -    94,700.      300,850.      MT  (+/- 180 meters Scaled)
 CG0292
 CG0292                          SUPERSEDED SURVEY CONTROL
 CG0292
 CG0292  NGVD 29 (??/??/92)  880.707  (m)         2889.45   (f) ADJ UNCH    2 0
 CG0292
 CG0292.Superseded values are not recommended for survey control.
 CG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0292.See file dsdata.txt to determine how the superseded data were derived.
 CG0292
 CG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007239(NAD 83)
 CG0292_MARKER: DR = REFERENCE MARK DISK
 CG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0292_STAMPING: CONTINENTAL NO 1 1935
 CG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0292+STABILITY: SURFACE MOTION
 CG0292
 CG0292  HISTORY     - Date     Condition        Report By
 CG0292  HISTORY     - 1935     MONUMENTED       CGS
 CG0292  HISTORY     - 1954     GOOD             NGS
 CG0292  HISTORY     - 1962     GOOD             NGS
 CG0292  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0292
 CG0292                          STATION DESCRIPTION
 CG0292
 CG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0292'1.0 MI W FROM CONTINENTAL.
 CG0292'1.0 MILE WEST ALONG ABANDONED FORMER U. S. HIGHWAY 89 FROM THE STORE
 CG0292'AND SERVICE STATION AT CONTINENTAL, ABOUT 150 YARDS EAST OF U. S.
 CG0292'HIGHWAY 89, 99.6 FEET SOUTHEAST OF TRIANGULATION STATION CONTINENTAL,
 CG0292'34.0 FEET SOUTHEAST OF THE CENTER LINE OF THE FORMER HIGHWAY, 1.6 FEET
 CG0292'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY, AND
 CG0292'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CG0292'GROUND.
 CG0292
 CG0292                          STATION RECOVERY (1962)
 CG0292
 CG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0292'RECOVERED IN GOOD CONDITION.
 CG0292
 CG0292                          STATION RECOVERY (1980)
 CG0292
 CG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0292'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0292'19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0293 ***********************************************************************
 CG0293  DESIGNATION -  CONTINENTAL RM 2
 CG0293  PID         -  CG0293
 CG0293  STATE/COUNTY-  AZ/PIMA
 CG0293  USGS QUAD   -  GREEN VALLEY (1981)
 CG0293
 CG0293                         *CURRENT SURVEY CONTROL
 CG0293  ___________________________________________________________________
 CG0293* NAD 83(1986)-  31 51 03.     (N)    110 59 32.     (W)     SCALED    
 CG0293* NAVD 88     -       882.03   (+/-2cm)    2893.8    (feet)  VERTCON   
 CG0293  ___________________________________________________________________
 CG0293  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0293
 CG0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0293
 CG0293.The horizontal coordinates were scaled from a topographic map and have
 CG0293.an estimated accuracy of +/- 6 seconds.
 CG0293
 CG0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0293.The vertical order pertains to the NGVD 29 superseded value.
 CG0293
 CG0293.The geoid height was determined by GEOID03.
 CG0293
 CG0293;                    North         East    Units  Estimated Accuracy
 CG0293;SPC AZ C     -    94,700.      300,850.      MT  (+/- 180 meters Scaled)
 CG0293
 CG0293                          SUPERSEDED SURVEY CONTROL
 CG0293
 CG0293  NGVD 29 (??/??/92)  881.288  (m)         2891.36   (f) ADJ UNCH    2 0
 CG0293
 CG0293.Superseded values are not recommended for survey control.
 CG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0293.See file dsdata.txt to determine how the superseded data were derived.
 CG0293
 CG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007239(NAD 83)
 CG0293_MARKER: DR = REFERENCE MARK DISK
 CG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0293_STAMPING: CONTINENTAL NO 2 1935
 CG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0293+STABILITY: SURFACE MOTION
 CG0293
 CG0293  HISTORY     - Date     Condition        Report By
 CG0293  HISTORY     - 1935     MONUMENTED       CGS
 CG0293  HISTORY     - 1962     GOOD             NGS
 CG0293  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0293
 CG0293                          STATION DESCRIPTION
 CG0293
 CG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0293'1.1 MI W FROM CONTINENTAL.
 CG0293'1 MILE WEST ALONG AN OILED ROAD FROM CONTINENTAL, ABOUT 100 YARDS
 CG0293'SOUTHEAST OF A T ROAD, 86 FEET SOUTH OF A 4X4 WHITE WITNESS POST 29
 CG0293'FEET WEST OF AN OLD ROADBED, 38 FEET EAST OF BAR PIT, A STANDARD
 CG0293'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 CG0293'WHICH PROJECTS 1 INCH.
 CG0293
 CG0293                          STATION RECOVERY (1980)
 CG0293
 CG0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0293'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0293'19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0294 ***********************************************************************
 CG0294  DESIGNATION -  CONTINENTAL RM 3 AZIMUTH
 CG0294  PID         -  CG0294
 CG0294  STATE/COUNTY-  AZ/PIMA
 CG0294  USGS QUAD   -  GREEN VALLEY (1981)
 CG0294
 CG0294                         *CURRENT SURVEY CONTROL
 CG0294  ___________________________________________________________________
 CG0294* NAD 83(1986)-  31 51 08.     (N)    110 59 11.     (W)     SCALED    
 CG0294* NAVD 88     -       870.679  (meters)    2856.55   (feet)  ADJUSTED  
 CG0294  ___________________________________________________________________
 CG0294  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0294  DYNAMIC HT  -         869.414 (meters)    2852.40  (feet)  COMP
 CG0294  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 CG0294
 CG0294  VERT ORDER  -  FIRST     CLASS II
 CG0294
 CG0294.The horizontal coordinates were scaled from a topographic map and have
 CG0294.an estimated accuracy of +/- 6 seconds.
 CG0294
 CG0294.The orthometric height was determined by differential leveling
 CG0294.and adjusted by the National Geodetic Survey in June 1991..
 CG0294
 CG0294.The geoid height was determined by GEOID03.
 CG0294
 CG0294.The dynamic height is computed by dividing the NAVD 88
 CG0294.geopotential number by the normal gravity value computed on the
 CG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0294.degrees latitude (g = 980.6199 gals.).
 CG0294
 CG0294.The modeled gravity was interpolated from observed gravity values.
 CG0294
 CG0294;                    North         East    Units  Estimated Accuracy
 CG0294;SPC AZ C     -    94,860.      301,400.      MT  (+/- 180 meters Scaled)
 CG0294
 CG0294                          SUPERSEDED SURVEY CONTROL
 CG0294
 CG0294.No superseded survey control is available for this station.
 CG0294
 CG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA012240(NAD 83)
 CG0294_MARKER: DR = REFERENCE MARK DISK
 CG0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0294_SP_SET: BRIDGE
 CG0294_STAMPING: CONTINENTAL RM 3 1935
 CG0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0294
 CG0294  HISTORY     - Date     Condition        Report By
 CG0294  HISTORY     - 1935     MONUMENTED       CGS
 CG0294  HISTORY     - 1962     GOOD             NGS
 CG0294  HISTORY     - 1980     GOOD             NGS
 CG0294  HISTORY     - 19950302 GOOD             USPSQD
 CG0294  HISTORY     - 20020414 GOOD             USPSQD
 CG0294
 CG0294                          STATION DESCRIPTION
 CG0294
 CG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0294'0.7 MI W FROM CONTINENTAL.
 CG0294'FROM THE SCHOOL IN CONTINENTAL GO WEST ON PAVED ROAD FOR 0.7 MILE.
 CG0294'MARK IS 11.8 FEET SOUTH OF CENTERLINE OF ROAD AND 2.4 FEET SOUTHWEST
 CG0294'OF SOUTHWEST CORNER OF BRIDGE.  THE MARK IS A REFERENCE MARK SET IN
 CG0294'THE CONCRETE BRIDGE ABUTMENT.
 CG0294
 CG0294                          STATION RECOVERY (1980)
 CG0294
 CG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0294'0.6 KILOMETER (0.4 MILE) EAST ALONG CONTINENTAL ROAD FROM THE
 CG0294'INTERSTATE 19 OVERPASS BRIDGE AT CONTINENTAL, SET IN TOP THE
 CG0294'SOUTHWEST END OF THE SOUTHWEST WINGWALL FOR A CONCRETE BRIDGE
 CG0294'OVER A DRY WASH, 0.2 KILOMETER (0.1 MILE) EAST OF THE INTER-
 CG0294'SECTION OF CONTINENTAL ROAD AND ABREGO ROAD, 3.6 METERS (12 FEET)
 CG0294'SOUTH OF THE CENTERLINE OF CONTINENTAL ROAD, 0.73 METER
 CG0294'(2.4 FEET) SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE
 CG0294'GUARD RAIL.
 CG0294'THE MARK IS ABOVE LEVEL WITH THE ROAD..
 CG0294
 CG0294                          STATION RECOVERY (1995)
 CG0294
 CG0294'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0294'RECOVERED IN GOOD CONDITION.
 CG0294
 CG0294                          STATION RECOVERY (2002)
 CG0294
 CG0294'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1181 ***********************************************************************
 DA1181  DESIGNATION -  CONTROL
 DA1181  PID         -  DA1181
 DA1181  STATE/COUNTY-  AZ/YUMA
 DA1181  USGS QUAD   -  DATELAND (1982)
 DA1181
 DA1181                         *CURRENT SURVEY CONTROL
 DA1181  ___________________________________________________________________
 DA1181* NAD 83(1992)-  32 48 29.80880(N)    113 31 09.66217(W)     ADJUSTED  
 DA1181* NAVD 88     -       139.260  (meters)     456.89   (feet)  ADJUSTED  
 DA1181  ___________________________________________________________________
 DA1181  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DA1181  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1181  DYNAMIC HT  -         139.102 (meters)     456.37  (feet)  COMP
 DA1181  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1181
 DA1181  HORZ ORDER  -  FIRST
 DA1181  VERT ORDER  -  FIRST     CLASS II
 DA1181
 DA1181.The horizontal coordinates were established by classical geodetic methods
 DA1181.and adjusted by the National Geodetic Survey in August 1993..
 DA1181
 DA1181.The orthometric height was determined by differential leveling
 DA1181.and adjusted by the National Geodetic Survey in June 1991..
 DA1181
 DA1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1181
 DA1181.The geoid height was determined by GEOID03.
 DA1181
 DA1181.The dynamic height is computed by dividing the NAVD 88
 DA1181.geopotential number by the normal gravity value computed on the
 DA1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1181.degrees latitude (g = 980.6199 gals.).
 DA1181
 DA1181.The modeled gravity was interpolated from observed gravity values.
 DA1181
 DA1181;                    North         East     Units Scale Factor Converg.
 DA1181;SPC AZ W     -   200,521.658   234,960.009   MT  0.99993908   +0 07 29.9
 DA1181;SPC AZ W     -   657,879.46    770,866.17   iFT  0.99993908   +0 07 29.9
 DA1181;UTM  12      - 3,632,844.273   264,113.461   MT  1.00028615   -1 21 56.5
 DA1181
 DA1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1181!SPC AZ W     -   0.99998320  x   0.99993908  =   0.99992228
 DA1181!UTM  12      -   0.99998320  x   1.00028615  =   1.00026935
 DA1181
 DA1181:                Primary Azimuth Mark                     Grid Az
 DA1181:SPC AZ W     -  Z 321                                    125 02 50.9
 DA1181:UTM  12      -  Z 321                                    126 32 17.3
 DA1181
 DA1181|---------------------------------------------------------------------|
 DA1181| PID    Reference Object                     Distance      Geod. Az  |
 DA1181|                                                           dddmmss.s |
 DA1181| DA1109 Z 321                                              1251020.8 |
 DA1181| DA1182 CONTROL RM 1                         22.473 METERS 14016     |
 DA1181| DA1183 CONTROL RM 2                         26.013 METERS 25418     |
 DA1181|---------------------------------------------------------------------|
 DA1181
 DA1181                          SUPERSEDED SURVEY CONTROL
 DA1181
 DA1181  NAD 83(1986)-  32 48 29.80339(N)    113 31 09.66844(W) AD(       ) 1
 DA1181  NAD 27      -  32 48 29.63112(N)    113 31 06.97293(W) AD(       ) 1
 DA1181  NGVD 29 (07/19/86)  137.6    (m)          451.     (f) VERT ANG       
 DA1181
 DA1181.Superseded values are not recommended for survey control.
 DA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1181.See file dsdata.txt to determine how the superseded data were derived.
 DA1181
 DA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6411332844(NAD 83)
 DA1181_MARKER: DS = TRIANGULATION STATION DISK
 DA1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1181_SP_SET: CONCRETE POST
 DA1181_STAMPING: CONTROL 1971
 DA1181_MARK LOGO: NGS   
 DA1181_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1181+STABILITY: SURFACE MOTION
 DA1181
 DA1181  HISTORY     - Date     Condition        Report By
 DA1181  HISTORY     - 1971     MONUMENTED       NGS
 DA1181  HISTORY     - 1981     GOOD             NGS
 DA1181  HISTORY     - 1981     GOOD             NGS
 DA1181
 DA1181                          STATION DESCRIPTION
 DA1181
 DA1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1181'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF AZTEC, 1.5 MILES
 DA1181'NORTHEAST OF DATELAND, JUST SOUTH OF INTERSTATE HIGHWAY 8 AND ON
 DA1181'PROPERTY OWNED BY THE U. S. GOVERNMENT, PHONE 683-2421, GILA BEND
 DA1181'AIR FORCE BASE.
 DA1181'
 DA1181'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND GO SOUTH ON
 DA1181'THE SURFACED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND
 DA1181'EAST ON THE SURFACED ROAD FOR 1.1 MILES TO A BOARD GATE ON THE
 DA1181'LEFT.  (TO REACH THE BENCH MARK, (AZIMUTH MARK) CONTINUE EAST ON
 DA1181'THE SURFACED ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.) TURN
 DA1181'LEFT, PASS THROUGH THE GATE AND GO NORTH AND NORTHEAST ON THE
 DA1181'GRAVELED ROAD FOR 0.1 MILE TO A LOCKED GATE AT A SMALL METAL
 DA1181'BUILDING.  PASS THROUGH THE GATE AND GO EASTERLY PASSING TO THE
 DA1181'SOUTH SIDE OF A STEEL TOWER FOR 0.4 MILE TO THE NORTHEAST CORNER OF
 DA1181'THE PROPERTY FENCE AND THE STATION.
 DA1181'
 DA1181'THE STATION MARKS ARE STANDARD DISKS STAMPED CONTROL 1971, THE
 DA1181'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 DA1181'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 DA1181'SURFACE.  IT IS 24.8 FEET SOUTHWEST OF A FENCE CORNER POST, 21
 DA1181'FEET WEST OF THE EAST PROPERTY FENCE AND 13.5 FEET SOUTH OF A
 DA1181'METAL WITNESS POST WITH SIGN SET IN THE SOUTH RIGHT-OF-WAY
 DA1181'FENCE FOR INTERSTATE HIGHWAY 8.  THE UNDERGROUND DISK WAS SET
 DA1181'ABOUT 42 INCHES BELOW THE GROUND SURAFACE.
 DA1181'
 DA1181'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONTROL NO 1 1971, SET
 DA1181'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1181'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 86
 DA1181'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN SET IN THE
 DA1181'RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF THE EAST PROPERTY FENCE.
 DA1181'
 DA1181'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONTROL NO 2 1971, SET
 DA1181'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1181'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 86.5
 DA1181'FEET WEST OF THE METAL WITNESS POST WITH SIGN SET IN THE
 DA1181'RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 DA1181'
 DA1181'BENCH MARK Z321, USED FOR THE AZIMUTH MARK IS A STANDARD BENCH
 DA1181'MARK DISK STAMPED Z 321 1952, CEMENTED IN A DRILL HOLE IN THE EAST
 DA1181'ABUTMENT OF A CEMENT CULVERT UNDER THE SOUTHERN PACIFIC COMPANY
 DA1181'RAILROAD TRACK.  IT IS 41 FEET SOUTH OF THE SECOND TELEPHONE POLE
 DA1181'WEST OF MILEPOST 808, 6 FEET NORTH OF THE NORTH RAIL AND 1 FOOT WEST
 DA1181'OF THE EAST EDGE OF THE ABUTMENT.
 DA1181
 DA1181                          STATION RECOVERY (1981)
 DA1181
 DA1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1181'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTAIL
 DA1181'SURVEY SYSTEM MOUNTED IN A HELICOPTER.
 DA1181
 DA1181                          STATION RECOVERY (1981)
 DA1181
 DA1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1181'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1181'7.25 KM (4.5 MILE) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1181'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MILE) NORTHWEST ACROSS
 DA1181'COUNTRY, ALSO 0.5 KM (0.3 MILE) NORTHWEST OF BENCH MARK Z 321, 32.5 M
 DA1181'(107 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1181'INTERSTATE HIGHWAY 8, 26.0 M (85.3 FT) NORTHEAST OF CONTROL RM 2,
 DA1181'22.5 M (73.7 FT) NORTHWEST OF CONTROL RM 1, 4.1 M (13.5 FT) SOUTHEAST
 DA1181'OF THE SOUTHEAST INTERSTATE RIGHT-OF-WAY FENCE.
 DA1181'THE MARK IS 4.0 METERS  SE FROM A WITNESS POST.
 DA1181'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1182 ***********************************************************************
 DA1182  DESIGNATION -  CONTROL RM 1
 DA1182  PID         -  DA1182
 DA1182  STATE/COUNTY-  AZ/YUMA
 DA1182  USGS QUAD   -  DATELAND (1982)
 DA1182
 DA1182                         *CURRENT SURVEY CONTROL
 DA1182  ___________________________________________________________________
 DA1182* NAD 83(1986)-  32 48 30.     (N)    113 31 10.     (W)     SCALED    
 DA1182* NAVD 88     -       139.250  (meters)     456.86   (feet)  ADJUSTED  
 DA1182  ___________________________________________________________________
 DA1182  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1182  DYNAMIC HT  -         139.092 (meters)     456.34  (feet)  COMP
 DA1182  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1182
 DA1182  VERT ORDER  -  FIRST     CLASS II
 DA1182
 DA1182.The horizontal coordinates were scaled from a topographic map and have
 DA1182.an estimated accuracy of +/- 6 seconds.
 DA1182
 DA1182.The orthometric height was determined by differential leveling
 DA1182.and adjusted by the National Geodetic Survey in June 1991..
 DA1182
 DA1182.The geoid height was determined by GEOID03.
 DA1182
 DA1182.The dynamic height is computed by dividing the NAVD 88
 DA1182.geopotential number by the normal gravity value computed on the
 DA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1182.degrees latitude (g = 980.6199 gals.).
 DA1182
 DA1182.The modeled gravity was interpolated from observed gravity values.
 DA1182
 DA1182;                    North         East    Units  Estimated Accuracy
 DA1182;SPC AZ W     -   200,530.      234,950.      MT  (+/- 180 meters Scaled)
 DA1182
 DA1182                          SUPERSEDED SURVEY CONTROL
 DA1182
 DA1182.No superseded survey control is available for this station.
 DA1182
 DA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB641328(NAD 83)
 DA1182_MARKER: DR = REFERENCE MARK DISK
 DA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1182_SP_SET: CONCRETE POST
 DA1182_STAMPING: CONTROL NO 1 1971
 DA1182_MARK LOGO: NGS   
 DA1182_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1182+STABILITY: SURFACE MOTION
 DA1182
 DA1182  HISTORY     - Date     Condition        Report By
 DA1182  HISTORY     - 1971     MONUMENTED       NGS
 DA1182  HISTORY     - 1981     GOOD             NGS
 DA1182
 DA1182                          STATION DESCRIPTION
 DA1182
 DA1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1182'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1182'7.25 KM (4.5 MI) SOUHTWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1182'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MI) NORTHWEST ACROSS
 DA1182'COUNTRY, ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK Z 321, 54.6 M
 DA1182'(179 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1182'INTERSTATE HIGHWAY 8, 26.2 M (86.0 FT) SOUTHEAST OF THE SOUTHEAST
 DA1182'INTERSTATE RIGHT-OF-WAY FENCE, 22.5 M (73.7 FT) SOUTHEAST OF STATION
 DA1182'CONTROL.
 DA1182'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1183 ***********************************************************************
 DA1183  DESIGNATION -  CONTROL RM 2
 DA1183  PID         -  DA1183
 DA1183  STATE/COUNTY-  AZ/YUMA
 DA1183  USGS QUAD   -  DATELAND (1982)
 DA1183
 DA1183                         *CURRENT SURVEY CONTROL
 DA1183  ___________________________________________________________________
 DA1183* NAD 83(1986)-  32 48 30.     (N)    113 31 10.     (W)     SCALED    
 DA1183* NAVD 88     -       139.182  (meters)     456.63   (feet)  ADJUSTED  
 DA1183  ___________________________________________________________________
 DA1183  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1183  DYNAMIC HT  -         139.024 (meters)     456.11  (feet)  COMP
 DA1183  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1183
 DA1183  VERT ORDER  -  FIRST     CLASS II
 DA1183
 DA1183.The horizontal coordinates were scaled from a topographic map and have
 DA1183.an estimated accuracy of +/- 6 seconds.
 DA1183
 DA1183.The orthometric height was determined by differential leveling
 DA1183.and adjusted by the National Geodetic Survey in June 1991..
 DA1183
 DA1183.The geoid height was determined by GEOID03.
 DA1183
 DA1183.The dynamic height is computed by dividing the NAVD 88
 DA1183.geopotential number by the normal gravity value computed on the
 DA1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1183.degrees latitude (g = 980.6199 gals.).
 DA1183
 DA1183.The modeled gravity was interpolated from observed gravity values.
 DA1183
 DA1183;                    North         East    Units  Estimated Accuracy
 DA1183;SPC AZ W     -   200,530.      234,950.      MT  (+/- 180 meters Scaled)
 DA1183
 DA1183                          SUPERSEDED SURVEY CONTROL
 DA1183
 DA1183.No superseded survey control is available for this station.
 DA1183
 DA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB641328(NAD 83)
 DA1183_MARKER: DR = REFERENCE MARK DISK
 DA1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1183_SP_SET: CONCRETE POST
 DA1183_STAMPING: CONTROL NO 2 1971
 DA1183_MARK LOGO: NGS   
 DA1183_PROJECTION: PROJECTING 3 CENTIMETERS
 DA1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1183+STABILITY: SURFACE MOTION
 DA1183
 DA1183  HISTORY     - Date     Condition        Report By
 DA1183  HISTORY     - 1971     MONUMENTED       NGS
 DA1183  HISTORY     - 1981     GOOD             NGS
 DA1183
 DA1183                          STATION DESCRIPTION
 DA1183
 DA1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1183'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1183'7.25 KM (4.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1183'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MI) NORTHWEST ACROSS
 DA1183'COUNTRY, ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK Z 321, 28.6 M
 DA1183'(94.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1183'INTERSTATE HIGHWAY 8, 26.0 M (85.3 FT) SOUTHWEST OF STATION CONTROL,
 DA1183'0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST INTERSTATE RIGHT-OF-WAY
 DA1183'FENCE.
 DA1183'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1822 ***********************************************************************
 CZ1822  DESIGNATION -  CONVERSE
 CZ1822  PID         -  CZ1822
 CZ1822  STATE/COUNTY-  AZ/PIMA
 CZ1822  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ1822
 CZ1822                         *CURRENT SURVEY CONTROL
 CZ1822  ___________________________________________________________________
 CZ1822* NAD 83(1992)-  32 14 27.20370(N)    110 39 44.90382(W)     ADJUSTED  
 CZ1822* NAVD 88     -      1073.0    (meters)    3520.     (feet)  VERTCON   
 CZ1822  ___________________________________________________________________
 CZ1822  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 CZ1822  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ1822
 CZ1822  HORZ ORDER  -  FIRST
 CZ1822
 CZ1822.The horizontal coordinates were established by classical geodetic methods
 CZ1822.and adjusted by the National Geodetic Survey in August 1993..
 CZ1822
 CZ1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1822
 CZ1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1822
 CZ1822.The geoid height was determined by GEOID03.
 CZ1822
 CZ1822;                    North         East     Units Scale Factor Converg.
 CZ1822;SPC AZ C     -   138,266.564   331,554.055   MT  1.00007222   +0 40 09.0
 CZ1822;SPC AZ C     -   453,630.46  1,087,775.77   iFT  1.00007222   +0 40 09.0
 CZ1822;UTM  12      - 3,567,186.997   531,797.648   MT  0.99961247   +0 10 48.2
 CZ1822
 CZ1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1822!SPC AZ C     -   0.99983597  x   1.00007222  =   0.99990818
 CZ1822!UTM  12      -   0.99983597  x   0.99961247  =   0.99944850
 CZ1822
 CZ1822|---------------------------------------------------------------------|
 CZ1822| PID    Reference Object                     Distance      Geod. Az  |
 CZ1822|                                                           dddmmss.s |
 CZ1822| CC7195 CONVERSE RM 1                        11.699 METERS 10755     |
 CZ1822| CC7193 CONVERSE AZ MK                                     2732929.2 |
 CZ1822| CC7194 CONVERSE AZ MK 2                                   2845131.0 |
 CZ1822| CC7196 CONVERSE RM 2                         4.069 METERS 28817     |
 CZ1822|---------------------------------------------------------------------|
 CZ1822
 CZ1822                          SUPERSEDED SURVEY CONTROL
 CZ1822
 CZ1822  NAD 83(1986)-  32 14 27.19883(N)    110 39 44.89835(W) AD(       ) 1
 CZ1822  NAD 27      -  32 14 26.92900(N)    110 39 42.60300(W) AD(       ) 1
 CZ1822  NGVD 29 (07/19/86) 1072.2    (m)         3518.     (f) VERT ANG       
 CZ1822
 CZ1822.Superseded values are not recommended for survey control.
 CZ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1822.See file dsdata.txt to determine how the superseded data were derived.
 CZ1822
 CZ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3179867187(NAD 83)
 CZ1822_MARKER: DS = TRIANGULATION STATION DISK
 CZ1822_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1822
 CZ1822  HISTORY     - Date     Condition        Report By
 CZ1822  HISTORY     - 1936     MONUMENTED       CGS
 CZ1822  HISTORY     - 1947     GOOD             CGS
 CZ1822
 CZ1822                          STATION DESCRIPTION
 CZ1822
 CZ1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1822'THIS STATION IS ABOUT 18 MILES E OF TUCSON, IN SECTION 1,
 CZ1822'T-14-S, R-16-E.  ABOUT 1/2 WAY BETWEEN THE CENTER OF THE
 CZ1822'SECTION AND THE S 1/4 POST, IN THE CORONADO NATIONAL FOREST,
 CZ1822'1/2 MILE E OF THE CONVERSE RANCH PROPERTY.  THERE ARE HIGHER
 CZ1822'POINTS TO THE E AND SE.  STATION IS ON THE HIGHEST POINT OF
 CZ1822'A SMALL DOME-SHAPED TOP, COVERED WITH SCATTERED CACTUS AND
 CZ1822'MESQUITE, AND ABOUT 20 YARDS S OF A WELL-WORN HORSE TRAIL THAT
 CZ1822'CROSSES THE N SIDE OF THE KNOLL AND CONTINUES E.
 CZ1822'
 CZ1822'THE AZIMUTH MARK IS ABOUT 75 YARDS NW OF THE CONVERSE RANCH
 CZ1822'HOUSE, 11 PACES W OF A WIRE FENCE, 28 PACES N OF THE ENTRANCE
 CZ1822'TO THE CONVERSE RANCH HOUSE YARD AND 5 PACES E OF THE CENTERLINE
 CZ1822'OF A ROAD.
 CZ1822'
 CZ1822'TO REACH THE STATION FROM THE INTERSECTION OF STONE ST. (U.S.
 CZ1822'NO. 80) AND SPEEDWAY, IN THE N PART OF THE CITY OF TUCSON, GO E
 CZ1822'ON THE SPEEDWAY FOR 6.75 MILES TO A CROSSROADS AT THE END OF
 CZ1822'THE PAVEMENT.  JOG TO THE RIGHT AND CONTINUE E ON A GRAVEL
 CZ1822'HIGHWAY FOR 5.85 MILES TO A T ROAD LEFT AT TANQUE VERDE CORNER.
 CZ1822'HERE CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO THE ENTRANCE TO
 CZ1822'SAGUARO NATIONAL MONUMENT ON THE RIGHT.  HERE KEEP STRAIGHT
 CZ1822'AHEAD FOR 1.05 MILES TO A WOODEN GATE.  PASS THROUGH THIS
 CZ1822'GATE AND FOLLOW MAIN TRAVELED ROAD FOR 2.4 MILES TO THE
 CZ1822'CONVERSE RANCH HOUSE.  PASS AROUND THE RIGHT OF THE HOUSE AND
 CZ1822'FOLLOW A GOOD TRACK ROAD FOR 0.45 MILE, TOWARD A SMALL HOUSE
 CZ1822'WITH A CYLINDRICAL WATER TANK ON ITS ROOF, TO A FORK.
 CZ1822'TAKE THE RIGHT FORK AND CONTINUE 0.1 MILE TO A FENCE
 CZ1822'CORNER WITH A WIRE GATE IN IT AND THE END OF TRUCK TRAVEL.
 CZ1822'FROM HERE FOLLOW A GOOD HORSE TRAIL ABOUT 0.75 MILE TO THE
 CZ1822'TOP OF THE FIRST DOME AND STATION.
 CZ1822'
 CZ1822'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
 CZ1822
 CZ1822                          STATION RECOVERY (1947)
 CZ1822
 CZ1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1822'STATION RECOVERED.  STATION MARK AND REFERENCE MARKS FOUND
 CZ1822'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  A NEW AZIMUTH
 CZ1822'MARK WAS ESTABLISHED AS THE ORIGINAL MARK HAS BEEN DESTROYED.
 CZ1822'
 CZ1822'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ABOUT 18
 CZ1822'MILES AIRLINE EAST OF TUCSON ON A LIGHT COLORED, DOME SHAPED
 CZ1822'HILL.  THE STATION MARK IS A BRONZE DISK
 CZ1822'PROJECTS 4 INCHES, SET ON HIGHEST POINT OF HILL ABOUT
 CZ1822'20 YARDS SOUTH OF A TRAIL.  IT IS STAMPED, CONVERSE 1936.
 CZ1822'
 CZ1822'REFERENCE MARK NO. 1 IS A BRONZE DISK
 CZ1822'PROJECTS 16 INCHES IS SET 18 INCHES LOWER THAN THE STATION
 CZ1822'MARK AND IS STAMPED, CONVERSE NO 1 1936.
 CZ1822'
 CZ1822'REFERENCE MARK NO. 2 IS A BRONZE DISK
 CZ1822'PROJECTS 12 INCHES IS SAME ELEVATION AS THE STATION
 CZ1822'MARK AND IS STAMPED, CONVERSE NO 2 1936.
 CZ1822'
 CZ1822'THE AZIMUTH MARK IS A BRONZE DISK
 CZ1822'PROJECTS 6 INCHES IS SET AT WEST EDGE OF THE TANQUE-VERDE RANCH
 CZ1822'ROAD, 4 FEET NORTH OF A CAIRN.  IT IS STAMPED, CONVERSE 1947.
 CZ1822'
 CZ1822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CZ1822'SPEEDWAY IN TUCSON GO EAST ON SPEEDWAY 6.75 MILES TO A CROSSROAD.
 CZ1822'TURN LEFT, GO 4.0 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD
 CZ1822'6.6 MILES TO A ROAD RIGHT AT SIGN, TANQUE-VERDE RANCH.  TURN
 CZ1822'RIGHT GO 200 YARDS TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.85
 CZ1822'MILE TO A FORK.  TAKE LEFT HAND ROAD, GO 0.3 MILE TO A LOADING
 CZ1822'CHUTE.  TURN LEFT, PASS TO THE NORTH AND EAST OF BUILDINGS,
 CZ1822'GO 0.55 MILE TO A FORK.  TURN RIGHT, GO 0.1 MILE TO A SMALL
 CZ1822'GATE AND END OF TRUCK TRAVEL.  PASS THROUGH GATE, FOLLOW
 CZ1822'TRAIL EAST AND SOUTH TO FORK AT WIRE FENCE.  TAKE TRAIL TO
 CZ1822'LEFT EASTERLY TO TOP OF DOME SHAPED HILL AND STATION.  A 45
 CZ1822'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1001 ***********************************************************************
 ES1001  DESIGNATION -  COOK
 ES1001  PID         -  ES1001
 ES1001  STATE/COUNTY-  AZ/MARICOPA
 ES1001  USGS QUAD   -  COOKS MESA (1967)
 ES1001
 ES1001                         *CURRENT SURVEY CONTROL
 ES1001  ___________________________________________________________________
 ES1001* NAD 83(1992)-  34 00 53.68437(N)    111 53 44.53395(W)     ADJUSTED  
 ES1001* NAVD 88     -      1519.8    (meters)    4986.     (feet)  VERTCON   
 ES1001  ___________________________________________________________________
 ES1001  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 ES1001  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 ES1001
 ES1001  HORZ ORDER  -  FIRST
 ES1001
 ES1001.The horizontal coordinates were established by classical geodetic methods
 ES1001.and adjusted by the National Geodetic Survey in August 1993..
 ES1001
 ES1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1001
 ES1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1001
 ES1001.The geoid height was determined by GEOID03.
 ES1001
 ES1001;                    North         East     Units Scale Factor Converg.
 ES1001;SPC AZ C     -   334,307.995   215,296.111   MT  0.99990005   +0 00 42.2
 ES1001;SPC AZ C     - 1,096,811.01    706,352.07   iFT  0.99990005   +0 00 42.2
 ES1001;UTM  12      - 3,764,171.075   417,296.875   MT  0.99968431   -0 30 03.9
 ES1001
 ES1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1001!SPC AZ C     -   0.99976579  x   0.99990005  =   0.99966586
 ES1001!UTM  12      -   0.99976579  x   0.99968431  =   0.99945017
 ES1001
 ES1001:                Primary Azimuth Mark                     Grid Az
 ES1001:SPC AZ C     -  ROVER                                    093 48 07.4
 ES1001:UTM  12      -  ROVER                                    094 18 53.5
 ES1001
 ES1001|---------------------------------------------------------------------|
 ES1001| PID    Reference Object                     Distance      Geod. Az  |
 ES1001|                                                           dddmmss.s |
 ES1001| ES0997 ROVER                               APPROX. 6.5 KM 0934849.6 |
 ES1001|---------------------------------------------------------------------|
 ES1001
 ES1001                          SUPERSEDED SURVEY CONTROL
 ES1001
 ES1001  NAD 83(1986)-  34 00 53.67893(N)    111 53 44.54512(W) AD(       ) 1
 ES1001  NAD 27      -  34 00 53.55100(N)    111 53 42.00600(W) AD(       ) 1
 ES1001  NGVD 29 (10/09/91) 1519.1    (m)         4984.     (f) VERT ANG       
 ES1001
 ES1001.Superseded values are not recommended for survey control.
 ES1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1001.See file dsdata.txt to determine how the superseded data were derived.
 ES1001
 ES1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1729764171(NAD 83)
 ES1001_MARKER: DS = TRIANGULATION STATION DISK
 ES1001_SETTING: 66 = SET IN ROCK OUTCROP
 ES1001_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1001+STABILITY: POSITION/ELEVATION WELL
 ES1001
 ES1001  HISTORY     - Date     Condition        Report By
 ES1001  HISTORY     - 1924     MONUMENTED       CGS
 ES1001  HISTORY     - 1966     GOOD             USGS
 ES1001
 ES1001                          STATION DESCRIPTION
 ES1001
 ES1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES1001'ABOUT 38 MILES NORTH AND 10 MILES EAST OF PHOENIX, 3-1/2 MILES
 ES1001'NORTH OF ASHDALE RANGER STATION ON CAVE CREEK, AND 1 MILE NORTHWEST
 ES1001'OF MAGAZINE SPRING, ON THE SOUTHERNMOST EXTENSION OF COOK
 ES1001'MESA.  THE TRAIL FROM ASHDALE RANGER STATION TO SHEEP RANGER
 ES1001'STATION ON NEW RIVER PASSES AROUND THE SOUTH BASE OF THE HILL
 ES1001'ABOUT 1/2 MILE SOUTH OF THE STATION.  STATION IS ON THE NORTH
 ES1001'END OF THE HILL AND OVERLOOKS THE SADDLE TO THE NORTH BETWEEN
 ES1001'THIS HILL AND THE MAIN COOK MESA.  THE FOREST SERVICE SHEEP
 ES1001'TRAIL PASSES THROUGH THIS SADDLE AND THE MARICOPA-YAVAPAI
 ES1001'COUNTY LINE IS ABOUT 1/4 MILE NORTH OF THE STATION.  MARKED
 ES1001'BY A STANDARD BRONZE DISK.
 ES1001
 ES1001                          STATION RECOVERY (1966)
 ES1001
 ES1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1001'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0596 ***********************************************************************
 DV0596  DESIGNATION -  COOL
 DV0596  PID         -  DV0596
 DV0596  STATE/COUNTY-  AZ/MARICOPA
 DV0596  USGS QUAD   -  FOWLER (1982)
 DV0596
 DV0596                         *CURRENT SURVEY CONTROL
 DV0596  ___________________________________________________________________
 DV0596* NAD 83(1992)-  33 27 50.49171(N)    112 09 07.15750(W)     ADJUSTED  
 DV0596* NAVD 88     -       326.76   (+/-2cm)    1072.0    (feet)  VERTCON   
 DV0596  ___________________________________________________________________
 DV0596  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV0596  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0596
 DV0596  HORZ ORDER  -  FIRST
 DV0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0596
 DV0596.The horizontal coordinates were established by classical geodetic methods
 DV0596.and adjusted by the National Geodetic Survey in August 1993..
 DV0596
 DV0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0596.The vertical order pertains to the NGVD 29 superseded value.
 DV0596
 DV0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0596
 DV0596.The geoid height was determined by GEOID03.
 DV0596
 DV0596;                    North         East     Units Scale Factor Converg.
 DV0596;SPC AZ C     -   273,235.578   191,486.448   MT  0.99990590   -0 07 47.1
 DV0596;SPC AZ C     -   896,442.19    628,236.38   iFT  0.99990590   -0 07 47.1
 DV0596;UTM  12      - 3,703,324.236   392,950.055   MT  0.99974128   -0 38 07.0
 DV0596
 DV0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0596!SPC AZ C     -   0.99995342  x   0.99990590  =   0.99985933
 DV0596!UTM  12      -   0.99995342  x   0.99974128  =   0.99969471
 DV0596
 DV0596|---------------------------------------------------------------------|
 DV0596| PID    Reference Object                     Distance      Geod. Az  |
 DV0596|                                                           dddmmss.s |
 DV0596| DV0594 COOL RM 1                            32.756 METERS 05447     |
 DV0596| DV0597 COOL AZ MK                                         0633210.1 |
 DV0596| DV0595 COOL RM 2                            30.119 METERS 11739     |
 DV0596| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 2.3 KM 1523240.2 |
 DV0596| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 2.4 KM 1762449.3 |
 DV0596| DV2097 PHOENIX PUB SER CO TANK             APPROX. 2.4 KM 1864805.9 |
 DV0596| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 3.2 KM 2074258.4 |
 DV0596|---------------------------------------------------------------------|
 DV0596
 DV0596                          SUPERSEDED SURVEY CONTROL
 DV0596
 DV0596  NAD 83(1986)-  33 27 50.48578(N)    112 09 07.16318(W) AD(       ) 1
 DV0596  NAD 27      -  33 27 50.33170(N)    112 09 04.61980(W) AD(       ) 1
 DV0596  NGVD 29 (??/??/92)  326.139  (m)         1070.01   (f) ADJ UNCH    2 0
 DV0596
 DV0596.Superseded values are not recommended for survey control.
 DV0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0596.See file dsdata.txt to determine how the superseded data were derived.
 DV0596
 DV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9295003324(NAD 83)
 DV0596_MARKER: DE = TRAVERSE STATION DISK
 DV0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0596_STAMPING: COOL 1963
 DV0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0596+STABILITY: SURFACE MOTION
 DV0596
 DV0596  HISTORY     - Date     Condition        Report By
 DV0596  HISTORY     - 1963     MONUMENTED       CGS
 DV0596  HISTORY     - 1963     GOOD             CGS
 DV0596  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0596
 DV0596                          STATION DESCRIPTION
 DV0596
 DV0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0596'STATION IS LOCATED ABOUT 4 MILES WEST OF THE CENTER OF PHOENIX,
 DV0596'0.9 MILE NORTH OF WEST VAN BUREN STREET, 0.1 MILE SOUTH OF
 DV0596'WEST MC DOWELL ROAD AND IS ON THE WEST SIDE OF 43RD AVENUE.
 DV0596'
 DV0596'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0596'(U.S. HIGHWAY 80) AND 43RD AVENUE IN THE SOUTHWEST PART OF
 DV0596'PHOENIX, GO NORTH ON 43RD AVENUE FOR 1.0 MILE TO WEST VAN
 DV0596'BUREN STREET, CONTINUE NORTH ON 43RD AVENUE FOR 0.9 MILE TO
 DV0596'THE STATION ON THE LEFT.
 DV0596'
 DV0596'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0596'CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF
 DV0596'GROUND AND IS STAMPED COOL 1963.  THE MARK IS 57 FEET WEST OF
 DV0596'CENTER OF 43RD AVENUE, 50.6 FEET SOUTH-SOUTHWEST OF CENTER OF
 DV0596'SMALL WOODEN BRIDGE OVER AN IRRIGATION DITCH, 14 FEET WEST OF
 DV0596'THE WEST EDGE OF IRRIGATION DITCH AND 12 FEET WEST OF A
 DV0596'WITNESS POST.
 DV0596'
 DV0596'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0596'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0596'STAMPED COOL NO 1 1963.  THE MARK IS 67 FEET SOUTH-SOUTHEAST OF
 DV0596'A POWER POLE, 82 FEET SOUTH OF A FIRE HYDRANT, 32 FEET
 DV0596'EAST OF CENTER OF 43RD AVENUE AND 0.6 FOOT WEST OF FENCE.
 DV0596'
 DV0596'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0596'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0596'STAMPED COOL NO 2 1963.  THE MARK IS SET IN THE FENCE LINE AND
 DV0596'IS 32 FEET EAST OF THE CENTER OF 43RD AVENUE.
 DV0596'
 DV0596'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV0596'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF GROUND
 DV0596'AND IS STAMPED COOL 1963.  THE MARK IS 45 FEET WEST OF
 DV0596'CENTER OF 41ST AVENUE, 41.5 FEET SOUTH OF CENTER OF WEST MC
 DV0596'DOWELL ROAD, 25.5 FEET WEST-NORTHWEST OF FIRE HYDRANT AND 13.5
 DV0596'FEET NORTH-NORTHWEST OF PALM TREE.
 DV0596'
 DV0596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON 43RD
 DV0596'AVENUE FOR 0.1 MILE, TURN RIGHT, GO EAST ON WEST MC DOWELL
 DV0596'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 DV0596'
 DV0596'1/4 CORNER, IS A BRASS DISK SET IN THE TOP OF CONCRETE INSIDE
 DV0596'A MANHOLE WITH COVER IN THE CENTER OF 51ST AVENUE AND THE
 DV0596'DISK IS STAMPED MARICOPA COUNTY ENGINEER DEPT.  MARK IS
 DV0596'LOCATED 0.6 MILE SOUTH OF WEST MC DOWELL ROAD, 0.4 MILE NORTH
 DV0596'OF WEST VAN BUREN STREET AND IS ON 51ST AVENUE.  IT IS 35 FEET
 DV0596'WEST-NORTHWEST OF POWER POLE 57.
 DV0596'
 DV0596'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 DV0596
 DV0596                          STATION RECOVERY (1963)
 DV0596
 DV0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0596'IN PHOENIX.
 DV0596'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0596'RAILROAD CROSSING OF 43RD AVENUE, ABOUT 0.1 MILE SOUTH OF THE
 DV0596'INTERSECTION OF 43RD AVENUE AND MCDOWELL ROAD, AT A WOODEN PLANK
 DV0596'BRIDGE OVER AN IRRIGATION DITCH, 50 FEET WEST OF THE CENTER OF 43RD
 DV0596'AVENUE, 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 14
 DV0596'FEET WEST OF THE IRRIGATION DITCH, 12.0 FEET WEST OF A METAL WITNESS
 DV0596'POST, AND SET IN TOP OF A CONCRETE POST ABOUT 14 INCHES BELOW THE
 DV0596'SURFACE OF THE GROUND.
 DV0596
 DV0596                          STATION RECOVERY (1996)
 DV0596
 DV0596'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0597 ***********************************************************************
 DV0597  DESIGNATION -  COOL AZ MK
 DV0597  PID         -  DV0597
 DV0597  STATE/COUNTY-  AZ/MARICOPA
 DV0597  USGS QUAD   -  FOWLER (1982)
 DV0597
 DV0597                         *CURRENT SURVEY CONTROL
 DV0597  ___________________________________________________________________
 DV0597* NAD 83(1986)-  33 28 00.     (N)    112 08 57.     (W)     SCALED    
 DV0597* NAVD 88     -       328.192  (meters)    1076.74   (feet)  ADJUSTED  
 DV0597  ___________________________________________________________________
 DV0597  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV0597  DYNAMIC HT  -         327.808 (meters)    1075.48  (feet)  COMP
 DV0597  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 DV0597
 DV0597  VERT ORDER  -  FIRST     CLASS II
 DV0597
 DV0597.The horizontal coordinates were scaled from a topographic map and have
 DV0597.an estimated accuracy of +/- 6 seconds.
 DV0597
 DV0597.The orthometric height was determined by differential leveling
 DV0597.and adjusted by the National Geodetic Survey in November 1993..
 DV0597
 DV0597.The geoid height was determined by GEOID03.
 DV0597
 DV0597.The dynamic height is computed by dividing the NAVD 88
 DV0597.geopotential number by the normal gravity value computed on the
 DV0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0597.degrees latitude (g = 980.6199 gals.).
 DV0597
 DV0597.The modeled gravity was interpolated from observed gravity values.
 DV0597
 DV0597;                    North         East    Units  Estimated Accuracy
 DV0597;SPC AZ C     -   273,530.      191,750.      MT  (+/- 180 meters Scaled)
 DV0597
 DV0597                          SUPERSEDED SURVEY CONTROL
 DV0597
 DV0597  NGVD 29 (??/??/92)  327.554  (m)         1074.65   (f) ADJ UNCH    1 2
 DV0597
 DV0597.Superseded values are not recommended for survey control.
 DV0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0597.See file dsdata.txt to determine how the superseded data were derived.
 DV0597
 DV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC932036(NAD 83)
 DV0597_MARKER: DZ = AZIMUTH MARK DISK
 DV0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0597_STAMPING: COOL 1963
 DV0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0597+STABILITY: SURFACE MOTION
 DV0597
 DV0597  HISTORY     - Date     Condition        Report By
 DV0597  HISTORY     - 1963     MONUMENTED       CGS
 DV0597  HISTORY     - 1981     GOOD             AZDT
 DV0597  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0597
 DV0597                          STATION DESCRIPTION
 DV0597
 DV0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0597'IN PHOENIX.
 DV0597'1.5 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0597'RAILROAD CROSSING OF 43RD AVENUE, THENCE 0.25 MILE EAST ALONG MCDOWELL
 DV0597'ROAD, AT THE INTERSECTION OF 41ST AVENUE, AND MCDOWELL ROAD, 41.5 FEET
 DV0597'SOUTH OF THE CENTER OF MCDOWELL ROAD, 44.5 FEET WEST OF THE CENTER OF
 DV0597'41ST AVENUE, 25.5 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 13.5 FEET
 DV0597'NORTH-NORTHWEST OF A LARGE PALM TREE, ABOUT LEVEL WITH MCDOWELL ROAD,
 DV0597'AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0597
 DV0597                          STATION RECOVERY (1981)
 DV0597
 DV0597'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0597'2.15 MI (3.46 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0597'INTERSTATE 17 IN PHOENIX TO 41ST AVENUE AND THE MARK ON THE SOUTHWEST
 DV0597'CORNER.  A STANDARD CGS BRASS CAP IN CONCRETE POST 0.2 FEET
 DV0597'(6 CM) ABOVE GROUND, 13.0 FT (3.96 M) NORTH OF LARGE PALM TREE WITH
 DV0597'WITNESS SIGN, 25.0 FT (7.62 M) NORTHWEST OF FIRE HYDRANT, 45 FEET
 DV0597'(13.72 M) WEST 41ST AVENUE CENTERLINE, 41.5 (12.65 M) SOUTH OF MCDOWEL
 DV0597'ROAD CENTERLINE.
 DV0597
 DV0597                          STATION RECOVERY (1996)
 DV0597
 DV0597'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0594 ***********************************************************************
 DV0594  DESIGNATION -  COOL RM 1
 DV0594  PID         -  DV0594
 DV0594  STATE/COUNTY-  AZ/MARICOPA
 DV0594  USGS QUAD   -  FOWLER (1982)
 DV0594
 DV0594                         *CURRENT SURVEY CONTROL
 DV0594  ___________________________________________________________________
 DV0594* NAD 83(1986)-  33 27 50.     (N)    112 09 07.     (W)     SCALED    
 DV0594* NAVD 88     -       327.55   (+/-2cm)    1074.6    (feet)  VERTCON   
 DV0594  ___________________________________________________________________
 DV0594  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0594
 DV0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0594
 DV0594.The horizontal coordinates were scaled from a topographic map and have
 DV0594.an estimated accuracy of +/- 6 seconds.
 DV0594
 DV0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0594.The vertical order pertains to the NGVD 29 superseded value.
 DV0594
 DV0594.The geoid height was determined by GEOID03.
 DV0594
 DV0594;                    North         East    Units  Estimated Accuracy
 DV0594;SPC AZ C     -   273,220.      191,490.      MT  (+/- 180 meters Scaled)
 DV0594
 DV0594                          SUPERSEDED SURVEY CONTROL
 DV0594
 DV0594  NGVD 29 (??/??/92)  326.922  (m)         1072.58   (f) ADJ UNCH    2 0
 DV0594
 DV0594.Superseded values are not recommended for survey control.
 DV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0594.See file dsdata.txt to determine how the superseded data were derived.
 DV0594
 DV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929033(NAD 83)
 DV0594_MARKER: DZ = AZIMUTH MARK DISK
 DV0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0594_STAMPING: COOL NO 1 1963
 DV0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0594+STABILITY: SURFACE MOTION
 DV0594
 DV0594  HISTORY     - Date     Condition        Report By
 DV0594  HISTORY     - 1963     MONUMENTED       CGS
 DV0594  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0594
 DV0594                          STATION DESCRIPTION
 DV0594
 DV0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0594'IN PHOENIX.
 DV0594'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0594'RAILROAD CROSSING OF 43RD AVENUE, 107.7 FEET NORTHEAST OF TRAVERSE
 DV0594'STATION COOL, 104.0 FEET NORTHEAST OF A METAL WITNESS POST, 32 FEET
 DV0594'EAST OF THE AVENUE, 68 FEET SOUTH OF POWER POLE NO. 2/10, 83 FEET
 DV0594'SOUTH OF A FIRE HYDRANT, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV0594'2 INCHES.
 DV0594
 DV0594                          STATION RECOVERY (1996)
 DV0594
 DV0594'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0595 ***********************************************************************
 DV0595  DESIGNATION -  COOL RM 2
 DV0595  PID         -  DV0595
 DV0595  STATE/COUNTY-  AZ/MARICOPA
 DV0595  USGS QUAD   -  FOWLER (1982)
 DV0595
 DV0595                         *CURRENT SURVEY CONTROL
 DV0595  ___________________________________________________________________
 DV0595* NAD 83(1986)-  33 27 50.     (N)    112 09 07.     (W)     SCALED    
 DV0595* NAVD 88     -       327.41   (+/-2cm)    1074.2    (feet)  VERTCON   
 DV0595  ___________________________________________________________________
 DV0595  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0595
 DV0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0595
 DV0595.The horizontal coordinates were scaled from a topographic map and have
 DV0595.an estimated accuracy of +/- 6 seconds.
 DV0595
 DV0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0595.The vertical order pertains to the NGVD 29 superseded value.
 DV0595
 DV0595.The geoid height was determined by GEOID03.
 DV0595
 DV0595;                    North         East    Units  Estimated Accuracy
 DV0595;SPC AZ C     -   273,220.      191,490.      MT  (+/- 180 meters Scaled)
 DV0595
 DV0595                          SUPERSEDED SURVEY CONTROL
 DV0595
 DV0595  NGVD 29 (??/??/92)  326.781  (m)         1072.11   (f) ADJ UNCH    2 0
 DV0595
 DV0595.Superseded values are not recommended for survey control.
 DV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0595.See file dsdata.txt to determine how the superseded data were derived.
 DV0595
 DV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929033(NAD 83)
 DV0595_MARKER: DR = REFERENCE MARK DISK
 DV0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0595_STAMPING: COOL NO 2 1963
 DV0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0595+STABILITY: SURFACE MOTION
 DV0595
 DV0595  HISTORY     - Date     Condition        Report By
 DV0595  HISTORY     - 1963     MONUMENTED       CGS
 DV0595  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0595
 DV0595                          STATION DESCRIPTION
 DV0595
 DV0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0595'IN PHOENIX.
 DV0595'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0595'RAILROAD CROSSING OF 43RD AVENUE, 98.8 FEET SOUTHEAST OF TRAVERSE
 DV0595'STATION COOL, 94.0 FEET SOUTHEAST OF A METAL WITNESS POST, 32 FEET
 DV0595'EAST OF THE CENTER OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0595'PROJECTING 2 INCHES.
 DV0595
 DV0595                          STATION RECOVERY (1996)
 DV0595
 DV0595'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0527 ***********************************************************************
 ER0527  DESIGNATION -  COOLEY WATER TOWER
 ER0527  PID         -  ER0527
 ER0527  STATE/COUNTY-  AZ/APACHE
 ER0527  USGS QUAD   -  MC NARY (1985)
 ER0527
 ER0527                         *CURRENT SURVEY CONTROL
 ER0527  ___________________________________________________________________
 ER0527* NAD 83(1992)-  34 04 07.47632(N)    109 51 21.87561(W)     ADJUSTED  
 ER0527* NAVD 88     -                                                        
 ER0527  ___________________________________________________________________
 ER0527  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 ER0527  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0527
 ER0527  HORZ ORDER  -  THIRD
 ER0527
 ER0527.The horizontal coordinates were established by classical geodetic methods
 ER0527.and adjusted by the National Geodetic Survey in August 1993..
 ER0527
 ER0527
 ER0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0527
 ER0527.The geoid height was determined by GEOID03.
 ER0527
 ER0527;                    North         East     Units Scale Factor Converg.
 ER0527;SPC AZ E     -   340,321.842   242,027.852   MT  0.99991013   +0 10 26.4
 ER0527;SPC AZ E     - 1,116,541.48    794,054.63   iFT  0.99991013   +0 10 26.4
 ER0527;UTM  12      - 3,770,368.486   605,556.311   MT  0.99973735   +0 38 27.1
 ER0527
 ER0527                          SUPERSEDED SURVEY CONTROL
 ER0527
 ER0527  NAD 83(1986)-  34 04 07.47388(N)    109 51 21.88702(W) AD(       ) 4
 ER0527  NAD 27      -  34 04 07.32000(N)    109 51 19.51000(W) AD(       ) 3
 ER0527
 ER0527.Superseded values are not recommended for survey control.
 ER0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0527.See file dsdata.txt to determine how the superseded data were derived.
 ER0527
 ER0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0555670368(NAD 83)
 ER0527_MARKER: 54 = WATER TOWER
 ER0527
 ER0527  HISTORY     - Date     Condition        Report By
 ER0527  HISTORY     - 1920     FIRST OBSERVED   CGS
 ER0527
 ER0527                          STATION DESCRIPTION
 ER0527
 ER0527'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1977 ***********************************************************************
 DU1977  DESIGNATION -  COOLIDGE
 DU1977  PID         -  DU1977
 DU1977  STATE/COUNTY-  AZ/PINAL
 DU1977  USGS QUAD   -  COOLIDGE DAM (1976)
 DU1977
 DU1977                         *CURRENT SURVEY CONTROL
 DU1977  ___________________________________________________________________
 DU1977* NAD 83(1992)-  33 08 44.75976(N)    110 30 13.22548(W)     ADJUSTED  
 DU1977* NAVD 88     -      1246.0    (meters)    4088.     (feet)  VERTCON   
 DU1977  ___________________________________________________________________
 DU1977  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DU1977  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DU1977
 DU1977  HORZ ORDER  -  FIRST
 DU1977
 DU1977.The horizontal coordinates were established by classical geodetic methods
 DU1977.and adjusted by the National Geodetic Survey in August 1993..
 DU1977
 DU1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1977
 DU1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1977
 DU1977.The geoid height was determined by GEOID03.
 DU1977
 DU1977;                    North         East     Units Scale Factor Converg.
 DU1977;SPC AZ C     -   238,805.151   345,183.400   MT  1.00011419   +0 46 21.7
 DU1977;SPC AZ C     -   783,481.47  1,132,491.47   iFT  1.00011419   +0 46 21.7
 DU1977;SPC AZ E     -   237,966.836   181,920.566   MT  0.99991218   -0 11 03.4
 DU1977;SPC AZ E     -   780,731.09    596,852.25   iFT  0.99991218   -0 11 03.4
 DU1977;UTM  12      - 3,667,556.455   546,288.575   MT  0.99962642   +0 16 17.0
 DU1977
 DU1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1977!SPC AZ C     -   0.99980873  x   1.00011419  =   0.99992290
 DU1977!SPC AZ E     -   0.99980873  x   0.99991218  =   0.99972093
 DU1977!UTM  12      -   0.99980873  x   0.99962642  =   0.99943523
 DU1977
 DU1977:                Primary Azimuth Mark                     Grid Az
 DU1977:SPC AZ C     -  COOLIDGE AZ MK                           026 39 30.3
 DU1977:SPC AZ E     -  COOLIDGE AZ MK                           027 36 55.4
 DU1977:UTM  12      -  COOLIDGE AZ MK                           027 09 35.0
 DU1977
 DU1977|---------------------------------------------------------------------|
 DU1977| PID    Reference Object                     Distance      Geod. Az  |
 DU1977|                                                           dddmmss.s |
 DU1977| CD1838 COOLIDGE AZ MK                                     0272552.0 |
 DU1977| CD1839 COOLIDGE RM 1                         3.419 METERS 17333     |
 DU1977| CD1840 COOLIDGE RM 2                         9.392 METERS 29531     |
 DU1977| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.33.3 KM 2971109.0 |
 DU1977|---------------------------------------------------------------------|
 DU1977
 DU1977                          SUPERSEDED SURVEY CONTROL
 DU1977
 DU1977  NAD 83(1986)-  33 08 44.75589(N)    110 30 13.22564(W) AD(       ) 1
 DU1977  NAD 27      -  33 08 44.53400(N)    110 30 10.86400(W) AD(       ) 1
 DU1977  NGVD 29 (07/19/86) 1245.4    (m)         4086.     (f) VERT ANG       
 DU1977
 DU1977.Superseded values are not recommended for survey control.
 DU1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1977.See file dsdata.txt to determine how the superseded data were derived.
 DU1977
 DU1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4628967556(NAD 83)
 DU1977_MARKER: DS = TRIANGULATION STATION DISK
 DU1977_SETTING: 66 = SET IN ROCK OUTCROP
 DU1977_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU1977
 DU1977  HISTORY     - Date     Condition        Report By
 DU1977  HISTORY     - 1945     MONUMENTED       CGS
 DU1977
 DU1977                          STATION DESCRIPTION
 DU1977
 DU1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1977'STATION IS LOCATED ABOUT 24 MILES SE OF GLOBE, 14-1/2 MILES S OF
 DU1977'SAN CARLOS, AND ABOUT 2-1/4 MILES SE OF COOLIDGE DAM.  IT IS ON
 DU1977'THE FIRST PROMINENT PEAK SE OF THE DAM.  THE PEAK HAS RIMROCK ON
 DU1977'ITS N SIDE AND IT IS NOT VISIBLE FROM THE HIGHWAY EXCEPT FOR A
 DU1977'SHORT DISTANCE ABOUT 2-1/2 MILES E OF THE DAM.  AT THIS POINT IT
 DU1977'CAN BE SEEN THROUGH A CANYON LEADING UP TOWARD THE PEAK.
 DU1977'
 DU1977'TO REACH STATION FROM GLOBE, FOLLOW U.S. HIGHWAY 70 S AND E TO
 DU1977'COOLIDGE DAM.  FROM THE CENTER OF THE DAM CONTINUE ON THE HIGHWAY
 DU1977'FOR 2.3 MILES TO THE END OF TRUCK TRAVEL.  AT THIS POINT A SMALL
 DU1977'WASH LEADS TO THE RIGHT AND BY WALKING TO THE LEFT OR N SIDE OF
 DU1977'THE HIGHWAY AND LOOKING S THROUGH A LARGE SADDLE AND CANYON THE
 DU1977'PEAK CAN BE SEEN ABOUT 2 MILES TO THE S.  FROM HERE PACK S
 DU1977'FOLLOWING THE TOP OF THE RIDGE THAT IS JUST TO THE LEFT OF THE
 DU1977'WASH FOR 200 YARDS TO THE AZIMUTH MARK.  THIS IS ABOUT 100
 DU1977'YARDS BEFORE REACHING AN E-W RIDGE CONNECTING TO THE RIDGE THE
 DU1977'MARK IS ON.  FROM HERE THE STATION CAN BE SEEN TOWARD THE S THROUGH
 DU1977'THE DEEP SADDLE.  CONTINUE TOWARD THE SADDLE DROPPING DOWN
 DU1977'INTO THE DEEP CANYON.  FOLLOW THE CANYON AS IT WINDS TOWARD
 DU1977'THE STATION FOR ABOUT 1-1/4 MILES UNTIL COMING TO THE FIRST SIDE
 DU1977'CANYON LEADING TO THE RIGHT.  AT THIS POINT THE STATION CAN BE
 DU1977'SEEN TO THE RIGHT ABOUT 1/2 MILE.  BEAR RIGHT UP THE SIDE
 DU1977'CANYON ABOUT 100 YARDS AND THEN LEAVE THE CANYON AND GET UP ON
 DU1977'THE HIGHER GROUND ON THE LEFT AND CONTINUE TOWARD THE PEAK,
 DU1977'GOING UP TO THE RIGHT OF THE RIMROCK TO THE HIGHEST POINT, THE
 DU1977'STATION BEING 8 FEET NW OF THE HIGHEST POINT.
 DU1977'
 DU1977'STATION MARK IS A BRONZE STATION DISK SET IN A DEPRESSION IN
 DU1977'OUTCROPPING BEDROCK, THE DEPRESSION BEING ABOUT 8 INCHES LOWER
 DU1977'THAN THE SURROUNDING ROCK.  IT IS 8 FEET NW OF THE HIGHEST POINT
 DU1977'AND ABOUT 1 FOOT LOWER.  STAMPED COOLIDGE 1945.
 DU1977'
 DU1977'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 DU1977'BEDROCK AND IS STAMPED COOLIDGE NO 1 1945.  IT IS IN THE SAME ROCK
 DU1977'OUTCROP AS THE STATION, IS S OF THE STATION, AND ABOUT 3 FEET
 DU1977'LOWER.
 DU1977'
 DU1977'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 DU1977'BEDROCK AND IS STAMPED COOLIDGE NO 2 1945.  IT IS WNW OF THE
 DU1977'STATION, ABOUT 2 FEET LOWER, AND ABOUT 30 FEET SE OF THE SHARP
 DU1977'CLIFF TO THE NW.
 DU1977'
 DU1977'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DU1977'ABOUT 3 INCHES AND IS STAMPED COOLIDGE 1945.  IT IS ABOUT 1-1/2
 DU1977'MILES NNE OF THE STATION, 5 FEET NW OF A WITNESS POST, AND IS
 DU1977'REACHED AS SHOWN IN THE ABOVE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4132 ***********************************************************************
 DH4132  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4132  DESIGNATION -  COOLIDGE CORS ARP
 DH4132  CORS_ID     -  AZCL
 DH4132  PID         -  DH4132
 DH4132  STATE/COUNTY-  AZ/PINAL
 DH4132  USGS QUAD   -  COOLIDGE (1992)
 DH4132
 DH4132                         *CURRENT SURVEY CONTROL
 DH4132  ___________________________________________________________________
 DH4132* NAD 83(CORS)-  32 59 01.16842(N)    111 30 55.28041(W)     ADJUSTED  
 DH4132* NAVD 88     -                                                        
 DH4132  ___________________________________________________________________
 DH4132  EPOCH DATE  -        2002.00
 DH4132  X           -  -1,964,244.154 (meters)                     COMP
 DH4132  Y           -  -4,982,607.814 (meters)                     COMP
 DH4132  Z           -   3,452,660.606 (meters)                     COMP
 DH4132  ELLIP HEIGHT-         408.01  (meters)          (06/??/05) GPS OBS
 DH4132  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DH4132
 DH4132  HORZ ORDER  -  SPECIAL (CORS)
 DH4132  ELLP ORDER  -  SPECIAL (CORS)
 DH4132
 DH4132.ITRF positions are available for this station.
 DH4132.The coordinates were established by GPS observations
 DH4132.and adjusted by the National Geodetic Survey in June 2005..
 DH4132.The coordinates are valid at the epoch date displayed above.
 DH4132.The epoch date for horizontal control is a decimal equivalence
 DH4132.of Year/Month/Day.
 DH4132
 DH4132
 DH4132.The PID for the CORS L1 Phase Center is DI1674.
 DH4132
 DH4132.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4132
 DH4132.The ellipsoidal height was determined by GPS observations
 DH4132.and is referenced to NAD 83.
 DH4132
 DH4132.The geoid height was determined by GEOID03.
 DH4132
 DH4132;                    North         East     Units Scale Factor Converg.
 DH4132;SPC AZ C     -   220,010.823   250,867.090   MT  0.99991734   +0 13 06.5
 DH4132;SPC AZ C     -   721,820.29    823,054.76   iFT  0.99991734   +0 13 06.5
 DH4132
 DH4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4132!SPC AZ C     -   0.99993595  x   0.99991734  =   0.99985329
 DH4132
 DH4132                          SUPERSEDED SURVEY CONTROL
 DH4132
 DH4132.No superseded survey control is available for this station.
 DH4132
 DH4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5184849593(NAD 83)
 DH4132_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4132
 DH4132                          STATION DESCRIPTION
 DH4132
 DH4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4132'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4132'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4132'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4132'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4132'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1674 ***********************************************************************
 DI1674  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1674  DESIGNATION -  COOLIDGE CORS L1 PHASE CENTER
 DI1674  CORS_ID     -  AZCL
 DI1674  PID         -  DI1674
 DI1674  STATE/COUNTY-  AZ/PINAL
 DI1674  USGS QUAD   -  COOLIDGE (1992)
 DI1674
 DI1674                         *CURRENT SURVEY CONTROL
 DI1674  ___________________________________________________________________
 DI1674* NAD 83(CORS)-  32 59 01.16847(N)    111 30 55.28038(W)     ADJUSTED  
 DI1674* NAVD 88     -                                                        
 DI1674  ___________________________________________________________________
 DI1674  EPOCH DATE  -        2002.00
 DI1674  X           -  -1,964,244.181 (meters)                     COMP
 DI1674  Y           -  -4,982,607.883 (meters)                     COMP
 DI1674  Z           -   3,452,660.656 (meters)                     COMP
 DI1674  ELLIP HEIGHT-         408.10  (meters)          (06/??/05) GPS OBS
 DI1674  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DI1674
 DI1674  HORZ ORDER  -  SPECIAL (CORS)
 DI1674  ELLP ORDER  -  SPECIAL (CORS)
 DI1674
 DI1674.ITRF positions are available for this station.
 DI1674.The coordinates were established by GPS observations
 DI1674.and adjusted by the National Geodetic Survey in June 2005..
 DI1674.The coordinates are valid at the epoch date displayed above.
 DI1674.The epoch date for horizontal control is a decimal equivalence
 DI1674.of Year/Month/Day.
 DI1674
 DI1674
 DI1674.The PID for the CORS ARP is DH4132.
 DI1674
 DI1674.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1674
 DI1674.The ellipsoidal height was determined by GPS observations
 DI1674.and is referenced to NAD 83.
 DI1674
 DI1674.The geoid height was determined by GEOID03.
 DI1674
 DI1674;                    North         East     Units Scale Factor Converg.
 DI1674;SPC AZ C     -   220,010.825   250,867.091   MT  0.99991734   +0 13 06.5
 DI1674;SPC AZ C     -   721,820.29    823,054.76   iFT  0.99991734   +0 13 06.5
 DI1674
 DI1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1674!SPC AZ C     -   0.99993593  x   0.99991734  =   0.99985328
 DI1674
 DI1674                          SUPERSEDED SURVEY CONTROL
 DI1674
 DI1674.No superseded survey control is available for this station.
 DI1674
 DI1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5184849593(NAD 83)
 DI1674_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1674
 DI1674                          STATION DESCRIPTION
 DI1674
 DI1674'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1674'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1674'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1674'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1674'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1674'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1975 ***********************************************************************
 DU1975  DESIGNATION -  COOLIDGE DAM WATER TANK
 DU1975  PID         -  DU1975
 DU1975  STATE/COUNTY-  AZ/GILA
 DU1975  USGS QUAD   -  COOLIDGE DAM (1976)
 DU1975
 DU1975                         *CURRENT SURVEY CONTROL
 DU1975  ___________________________________________________________________
 DU1975* NAD 83(1992)-  33 10 32.22048(N)    110 31 46.84361(W)     ADJUSTED  
 DU1975* NAVD 88     -                                                        
 DU1975  ___________________________________________________________________
 DU1975  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DU1975  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU1975
 DU1975  HORZ ORDER  -  THIRD
 DU1975
 DU1975.The horizontal coordinates were established by classical geodetic methods
 DU1975.and adjusted by the National Geodetic Survey in August 1993..
 DU1975
 DU1975
 DU1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1975
 DU1975.The geoid height was determined by GEOID03.
 DU1975
 DU1975;                    North         East     Units Scale Factor Converg.
 DU1975;SPC AZ E     -   241,285.241   179,506.013   MT  0.99991413   -0 11 55.1
 DU1975;SPC AZ E     -   791,618.24    588,930.49   iFT  0.99991413   -0 11 55.1
 DU1975;SPC AZ C     -   242,083.397   342,713.253   MT  1.00010624   +0 45 32.7
 DU1975;SPC AZ C     -   794,236.87  1,124,387.31   iFT  1.00010624   +0 45 32.7
 DU1975;UTM  12      - 3,670,854.595   543,848.401   MT  0.99962370   +0 15 26.5
 DU1975
 DU1975                          SUPERSEDED SURVEY CONTROL
 DU1975
 DU1975  NAD 83(1986)-  33 10 32.21661(N)    110 31 46.84254(W) AD(       ) 4
 DU1975  NAD 27      -  33 10 31.99800(N)    110 31 44.47900(W) AD(       ) 3
 DU1975
 DU1975.Superseded values are not recommended for survey control.
 DU1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1975.See file dsdata.txt to determine how the superseded data were derived.
 DU1975
 DU1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4384870855(NAD 83)
 DU1975_MARKER: 53 = ELEVATED TANK
 DU1975
 DU1975  HISTORY     - Date     Condition        Report By
 DU1975  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1975
 DU1975                          STATION DESCRIPTION
 DU1975
 DU1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1975'A LARGE GALVANIZED-IRON TANK LOCATED ON THE BLUFF AT THE W
 DU1975'END OF COOLIDGE DAM.  IT IS ABOUT 100 FEET W OF THE DAM AND
 DU1975'ABOUT 100 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2013 ***********************************************************************
 DU2013  DESIGNATION -  COON
 DU2013  PID         -  DU2013
 DU2013  STATE/COUNTY-  AZ/GILA
 DU2013  USGS QUAD   -  DAGGER PEAK (1986)
 DU2013
 DU2013                         *CURRENT SURVEY CONTROL
 DU2013  ___________________________________________________________________
 DU2013* NAD 83(1992)-  33 42 11.90927(N)    110 50 05.07588(W)     ADJUSTED  
 DU2013* NAVD 88     -      1004.3    (meters)    3295.     (feet)  VERTCON   
 DU2013  ___________________________________________________________________
 DU2013  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 DU2013  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU2013
 DU2013  HORZ ORDER  -  FIRST
 DU2013
 DU2013.The horizontal coordinates were established by classical geodetic methods
 DU2013.and adjusted by the National Geodetic Survey in August 1993..
 DU2013
 DU2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2013
 DU2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2013
 DU2013.The geoid height was determined by GEOID03.
 DU2013
 DU2013;                    North         East     Units Scale Factor Converg.
 DU2013;SPC AZ E     -   299,948.512   151,431.782   MT  0.99994726   -0 22 14.6
 DU2013;SPC AZ E     -   984,083.04    496,823.43   iFT  0.99994726   -0 22 14.6
 DU2013;UTM  12      - 3,729,272.420   515,313.959   MT  0.99960289   +0 05 30.1
 DU2013
 DU2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2013!SPC AZ E     -   0.99984660  x   0.99994726  =   0.99979387
 DU2013!UTM  12      -   0.99984660  x   0.99960289  =   0.99944955
 DU2013
 DU2013:                Primary Azimuth Mark                     Grid Az
 DU2013:SPC AZ E     -  COON AZ MK                               063 32 07.0
 DU2013:UTM  12      -  COON AZ MK                               063 04 22.3
 DU2013
 DU2013|---------------------------------------------------------------------|
 DU2013| PID    Reference Object                     Distance      Geod. Az  |
 DU2013|                                                           dddmmss.s |
 DU2013| CD1841 COON AZ MK                                         0630952.4 |
 DU2013| CD1843 COON RM 2                            17.196 METERS 14603     |
 DU2013| CD1842 COON RM 1                             4.661 METERS 33544     |
 DU2013|---------------------------------------------------------------------|
 DU2013
 DU2013                          SUPERSEDED SURVEY CONTROL
 DU2013
 DU2013  NAD 83(1986)-  33 42 11.90497(N)    110 50 05.07941(W) AD(       ) 1
 DU2013  NAD 27      -  33 42 11.72370(N)    110 50 02.67760(W) AD(       ) 1
 DU2013  NGVD 29 (09/20/88) 1003.7    (m)         3293.     (f) VERT ANG       
 DU2013
 DU2013.Superseded values are not recommended for survey control.
 DU2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2013.See file dsdata.txt to determine how the superseded data were derived.
 DU2013
 DU2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1531429272(NAD 83)
 DU2013_MARKER: DS = TRIANGULATION STATION DISK
 DU2013_SETTING: 66 = SET IN ROCK OUTCROP
 DU2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2013
 DU2013  HISTORY     - Date     Condition        Report By
 DU2013  HISTORY     - 1947     MONUMENTED       CGS
 DU2013  HISTORY     - 1966     GOOD             USGS
 DU2013
 DU2013                          STATION DESCRIPTION
 DU2013
 DU2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2013'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTH OF GLOBE, 17.5
 DU2013'MILES AIRLINE EAST-NORTHEAST OF ROOSEVELT, 2.5 MILES NORTH OF THE
 DU2013'SALT RIVER AND 200 YARDS SOUTH OF THE CHERRY CREEK ROAD WHERE IT
 DU2013'PASSES OVER THE SUMMIT BETWEEN COON CREEK AND CHERRY CREEK, ON
 DU2013'THE FIRST PROMINENT POINT OF A RIDGE.  THE HIGHEST POINT OF
 DU2013'RIDGE IS 200 YARDS TO THE SOUTH.  THE STATION MARK IS
 DU2013'STAMPED--COON 1947, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 DU2013'INCHES AND IS 36 PACES EAST OF A FENCE LINE.
 DU2013'
 DU2013'REFERENCE MARK NO. 1 IS STAMPED--COON NO 1 1947, SET IN OUTCROPPING
 DU2013'BEDROCK WHICH PROJECTS 3 INCHES AND IS 12 INCHES LOWER THAN THE
 DU2013'STATION MARK.
 DU2013'
 DU2013'REFERENCE MARK NO. 2 IS STAMPED--COON NO 2 1947, SET IN
 DU2013'OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS 30 INCHES LOWER
 DU2013'THAN THE STATION MARK.
 DU2013'
 DU2013'THE AZIMUTH MARK IS STAMPED--COON 1947, SET IN OUTCROPPING BEDROCK
 DU2013'WHICH PROJECTS 16 INCHES AND IS 5 PACES NORTH OF THE CENTER LINE
 DU2013'OF ROAD.  MARK IS REACHED FROM END OF TRUCK TRAVEL BY CONTINUING
 DU2013'EASTERLY 0.5 MILE TO MARK ON LEFT.
 DU2013'
 DU2013'TO REACH STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND 70,
 DU2013'3.3 MILES TO APACHE TRAIL.  TURN RIGHT, GO 14.9 MILES TO JUNCTION.
 DU2013'CONTINUE STRAIGHT AHEAD, RIGHT, ON THE YOUNG ROAD 4.4 MILES TO
 DU2013'BRIDGE OVER THE SALT RIVER.  CONTINUE 2.7 MILES TO A ROAD RIGHT.
 DU2013'TURN RIGHT, GO 10.0 MILES TO THE W.R.E. LEE RANCH ON LEFT.
 DU2013'CONTINUE 0.75 MILE TO SUMMIT AND END OF TRUCK TRAVEL AT A CATTLE
 DU2013'GUARD.  FROM HERE WALK SOUTHERLY UP RIDGE TO STATION AS
 DU2013'DESCRIBED ABOVE.  A 5 MINUTE PACK.
 DU2013
 DU2013                          STATION RECOVERY (1966)
 DU2013
 DU2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2013'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DU2013'
 DU2013'TO REACH FROM INTERSECTION OF U.S. HWYS. 60 AND 70 AND STATE HWY.
 DU2013'80, DRIVE 14.7 MI N. ON STATE HWY. 80 TO INTERSECTION WITH STATE
 DU2013'HWY. 288.  DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.
 DU2013'TURN RIGHT ON CHERRY CREEK RD. 10.4 MI TO T-RD. N. AND
 DU2013'CATTLEGUARD.  THIS POINT IS AT SADDLE ON RIDGE.  WALK S. UP RIDGE
 DU2013'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0984 ***********************************************************************
 ET0984  DESIGNATION -  COOPER
 ET0984  PID         -  ET0984
 ET0984  STATE/COUNTY-  AZ/YAVAPAI
 ET0984  USGS QUAD   -  SULLIVAN BUTTES (1979)
 ET0984
 ET0984                         *CURRENT SURVEY CONTROL
 ET0984  ___________________________________________________________________
 ET0984* NAD 83(1992)-  34 48 00.06152(N)    112 37 00.04393(W)     ADJUSTED  
 ET0984* NAVD 88     -      1415.5    (meters)    4644.     (feet)  VERTCON   
 ET0984  ___________________________________________________________________
 ET0984  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 ET0984  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ET0984
 ET0984  HORZ ORDER  -  FIRST
 ET0984
 ET0984.The horizontal coordinates were established by classical geodetic methods
 ET0984.and adjusted by the National Geodetic Survey in August 1993..
 ET0984
 ET0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0984
 ET0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0984
 ET0984.The geoid height was determined by GEOID03.
 ET0984
 ET0984;                    North         East     Units Scale Factor Converg.
 ET0984;SPC AZ C     -   421,613.896   149,307.929   MT  0.99995055   -0 23 58.3
 ET0984;SPC AZ C     - 1,383,247.69    489,855.41   iFT  0.99995055   -0 23 58.3
 ET0984;UTM  12      - 3,852,057.040   352,110.457   MT  0.99986957   -0 55 22.2
 ET0984
 ET0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0984!SPC AZ C     -   0.99978199  x   0.99995055  =   0.99973255
 ET0984!UTM  12      -   0.99978199  x   0.99986957  =   0.99965159
 ET0984
 ET0984|---------------------------------------------------------------------|
 ET0984| PID    Reference Object                     Distance      Geod. Az  |
 ET0984|                                                           dddmmss.s |
 ET0984| CH2966 COOPER RM 1                          10.762 METERS 02900     |
 ET0984| ET0542 D 255                               APPROX. 1.1 KM 2382634.8 |
 ET0984| CH2967 COOPER RM 2                          12.964 METERS 29648     |
 ET0984|---------------------------------------------------------------------|
 ET0984
 ET0984                          SUPERSEDED SURVEY CONTROL
 ET0984
 ET0984  NAD 83(1986)-  34 48 00.06089(N)    112 37 00.04299(W) AD(       ) 1
 ET0984  NAD 27      -  34 47 59.98200(N)    112 36 57.41200(W) AD(       ) 1
 ET0984  NGVD 29 (07/19/86) 1414.7    (m)         4641.     (f) VERT ANG       
 ET0984
 ET0984.Superseded values are not recommended for survey control.
 ET0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0984.See file dsdata.txt to determine how the superseded data were derived.
 ET0984
 ET0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5211052057(NAD 83)
 ET0984_MARKER: DS = TRIANGULATION STATION DISK
 ET0984_SETTING: 0 = UNSPECIFIED SETTING
 ET0984
 ET0984  HISTORY     - Date     Condition        Report By
 ET0984  HISTORY     - 1944     MONUMENTED       CGS
 ET0984
 ET0984                          STATION DESCRIPTION
 ET0984
 ET0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0984'STATION IS LOCATED ABOUT 18 MILES N AND 8 MILES W OF PRESCOTT.
 ET0984'IT IS ABOUT 400 FEET E OF A DIRT ROAD AND IS SITUATED ON A LOW
 ET0984'ROUND HILL THAT HAS A FEW SMALL PINE TREES ON IT, WHILE THE
 ET0984'HILLS TO THE E ARE HIGHER AND HAVE MORE TREES ON THEM.
 ET0984'
 ET0984'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0984'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 ET0984'
 ET0984'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0984'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER NO 1 1944.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 ET0984'STATION MARK.
 ET0984'
 ET0984'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0984'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET0984'STATION MARK.
 ET0984'
 ET0984'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE POST
 ET0984'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS STAMPED D 255 1941.
 ET0984'IT IS 52 FEET W OF ROAD AND 3 FEET N OF A WITNESS POST.
 ET0984'
 ET0984'TO REACH STATION FROM PRESCOTT, TAKE THE WALNUT CREEK ROAD FOR
 ET0984'19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORK OF A ROAD
 ET0984'LEADING TO THE LEFT JUST BEYOND A CATTLE GUARD.  KEEP RIGHT
 ET0984'AND CONTINUE 1.6 MILES TO U.S.C. AND G.S. BENCH MARK D 255
 ET0984'WHICH IS 52 FEET TO THE LEFT OF ROAD AND IS THE AZIMUTH MARK
 ET0984'FOR THE STATION.  FROM HERE CONTINUE FOR 0.8 MILE TO A DIRT
 ET0984'ROAD LEADING RIGHT FROM THE ROAD AND RUNNING PARALLEL WITH IT
 ET0984'FOR A SHORT DISTANCE, TURN RIGHT AND CONTINUE FOR 0.5 MILE TO
 ET0984'A FORKS, KEEP RIGHT AND CONTINUE FOR 0.2 MILE, COMING TO A
 ET0984'SMALL ROUND HILL TO THE LEFT OF THE ROAD WHICH FORMS PART OF A
 ET0984'RIDGE LEADING E.  TURN LEFT OFF THE ROAD AND DRIVE UP
 ET0984'THE HILL FOR 0.1 MILE TO THE STATION.  STATION IS ABOUT
 ET0984'400 FEET E OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1272 ***********************************************************************
 DA1272  DESIGNATION -  COPA
 DA1272  PID         -  DA1272
 DA1272  STATE/COUNTY-  AZ/MARICOPA
 DA1272  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA1272
 DA1272                         *CURRENT SURVEY CONTROL
 DA1272  ___________________________________________________________________
 DA1272* NAD 83(1992)-  32 32 25.91660(N)    113 17 50.65601(W)     ADJUSTED  
 DA1272* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 DA1272  ___________________________________________________________________
 DA1272  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DA1272  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA1272
 DA1272  HORZ ORDER  -  THIRD
 DA1272
 DA1272.The horizontal coordinates were established by classical geodetic methods
 DA1272.and adjusted by the National Geodetic Survey in August 1993..
 DA1272
 DA1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1272
 DA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1272
 DA1272.The geoid height was determined by GEOID03.
 DA1272
 DA1272;                    North         East     Units Scale Factor Converg.
 DA1272;SPC AZ C     -   171,642.164    83,668.608   MT  1.00010735   -0 44 34.1
 DA1272;SPC AZ C     -   563,130.46    274,503.31   iFT  1.00010735   -0 44 34.1
 DA1272;UTM  12      - 3,602,679.557   284,256.041   MT  1.00017399   -1 14 10.5
 DA1272
 DA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1272!SPC AZ C     -   0.99994835  x   1.00010735  =   1.00005570
 DA1272!UTM  12      -   0.99994835  x   1.00017399  =   1.00012233
 DA1272
 DA1272:                Primary Azimuth Mark                     Grid Az
 DA1272:SPC AZ C     -  GRANITE                                  185 15 31.5
 DA1272:UTM  12      -  GRANITE                                  185 45 07.9
 DA1272
 DA1272|---------------------------------------------------------------------|
 DA1272| PID    Reference Object                     Distance      Geod. Az  |
 DA1272|                                                           dddmmss.s |
 DA1272| DA1414 GRANITE                             APPROX.12.6 KM 1843057.4 |
 DA1272|---------------------------------------------------------------------|
 DA1272
 DA1272                          SUPERSEDED SURVEY CONTROL
 DA1272
 DA1272  NAD 83(1986)-  32 32 25.89876(N)    113 17 50.65858(W) AD(       ) 3
 DA1272  NGVD 29 (06/20/88)  360.6    (m)         1183.     (f) VERT ANG       
 DA1272
 DA1272.Superseded values are not recommended for survey control.
 DA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1272.See file dsdata.txt to determine how the superseded data were derived.
 DA1272
 DA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8425602680(NAD 83)
 DA1272_MARKER: DS = TRIANGULATION STATION DISK
 DA1272_SETTING: 66 = SET IN ROCK OUTCROP
 DA1272_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1272+STABILITY: POSITION/ELEVATION WELL
 DA1272
 DA1272  HISTORY     - Date     Condition        Report By
 DA1272  HISTORY     - 1962     MONUMENTED       AMS
 DA1272
 DA1272                          STATION DESCRIPTION
 DA1272
 DA1272'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1272'FIELD WORK DONE BY AMS.
 DA1272'
 DA1272'LOCATED ABOUT 28 MI WNW. OF AJO, ABOUT 3 MI NNW. OF TONY TANK.  ON
 DA1272'HIGHEST POINT OF PROMINENT DARK-COLORED HILL.
 DA1272'
 DA1272'REACHED BY HELICOPTER.
 DA1272'
 DA1272'STATION MARK--USE DISK STAMPED---COPA ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN BEDROCK, FLUSH WITH GROUND.
 DA1272'
 DA1272'RM 1--USE RM DISK STAMPED---RM NO 1 ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN TOP OF BEDROCK, ABOUT 3.5 FT LOWER THAN
 DA1272'STATION MARK.
 DA1272'
 DA1272'RM 2--USE RM DISK STAMPED---RM NO 2 ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN BEDROCK, ABOUT 2 FT LOWER THAN STATION
 DA1272'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1878 ***********************************************************************
 CZ1878  DESIGNATION -  COPPER
 CZ1878  PID         -  CZ1878
 CZ1878  STATE/COUNTY-  AZ/PINAL
 CZ1878  USGS QUAD   -  CLARK RANCH (1972)
 CZ1878
 CZ1878                         *CURRENT SURVEY CONTROL
 CZ1878  ___________________________________________________________________
 CZ1878* NAD 83(1992)-  32 44 28.84878(N)    110 32 59.21630(W)     ADJUSTED  
 CZ1878* NAVD 88     -      1177.59   (+/-2cm)    3863.5    (feet)  VERTCON   
 CZ1878  ___________________________________________________________________
 CZ1878  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 CZ1878  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1878
 CZ1878  HORZ ORDER  -  SECOND
 CZ1878  VERT ORDER  -  THIRD ? (See Below)
 CZ1878
 CZ1878.The horizontal coordinates were established by classical geodetic methods
 CZ1878.and adjusted by the National Geodetic Survey in August 1993..
 CZ1878
 CZ1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1878.The vertical order pertains to the NGVD 29 superseded value.
 CZ1878
 CZ1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1878
 CZ1878.The geoid height was determined by GEOID03.
 CZ1878
 CZ1878;                    North         East     Units Scale Factor Converg.
 CZ1878;SPC AZ C     -   193,895.764   341,463.427   MT  1.00010229   +0 44 21.8
 CZ1878;SPC AZ C     -   636,140.96  1,120,286.83   iFT  1.00010229   +0 44 21.8
 CZ1878;SPC AZ E     -   193,134.145   177,455.988   MT  0.99991589   -0 12 26.0
 CZ1878;SPC AZ E     -   633,642.21    582,204.69   iFT  0.99991589   -0 12 26.0
 CZ1878;UTM  12      - 3,622,702.859   542,179.929   MT  0.99962194   +0 14 36.6
 CZ1878
 CZ1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1878!SPC AZ C     -   0.99981952  x   1.00010229  =   0.99992180
 CZ1878!SPC AZ E     -   0.99981952  x   0.99991589  =   0.99973543
 CZ1878!UTM  12      -   0.99981952  x   0.99962194  =   0.99944153
 CZ1878
 CZ1878:                Primary Azimuth Mark                     Grid Az
 CZ1878:SPC AZ C     -  4017 RM 2                                073 58 05.3
 CZ1878:SPC AZ E     -  4017 RM 2                                074 54 53.1
 CZ1878:UTM  12      -  4017 RM 2                                074 27 50.5
 CZ1878
 CZ1878|---------------------------------------------------------------------|
 CZ1878| PID    Reference Object                     Distance      Geod. Az  |
 CZ1878|                                                           dddmmss.s |
 CZ1878| CZ1728 4017 RM 2                                          0744227.1 |
 CZ1878| CZ1731 COPPER RM 1                           5.273 METERS 08337     |
 CZ1878| CZ1877 SAHUARO                               8.322 METERS 26744     |
 CZ1878| CZ1732 COPPER RM 2                           5.054 METERS 31140     |
 CZ1878|---------------------------------------------------------------------|
 CZ1878
 CZ1878                          SUPERSEDED SURVEY CONTROL
 CZ1878
 CZ1878  NAD 83(1986)-  32 44 28.84748(N)    110 32 59.21271(W) AD(       ) 2
 CZ1878  NAD 27      -  32 44 28.60400(N)    110 32 56.86700(W) AD(       ) 2
 CZ1878  NGVD 29 (07/19/86) 1176.91   (m)         3861.2    (f) LEVELING    3  
 CZ1878
 CZ1878.Superseded values are not recommended for survey control.
 CZ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1878.See file dsdata.txt to determine how the superseded data were derived.
 CZ1878
 CZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4218022703(NAD 83)
 CZ1878_MARKER: DS = TRIANGULATION STATION DISK
 CZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1878
 CZ1878  HISTORY     - Date     Condition        Report By
 CZ1878  HISTORY     - 1948     MONUMENTED       CGS
 CZ1878  HISTORY     - 1967     GOOD             AMS
 CZ1878  HISTORY     - 1972     GOOD             AZHD
 CZ1878  HISTORY     - 1977     GOOD             NGS
 CZ1878
 CZ1878                          STATION DESCRIPTION
 CZ1878
 CZ1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1878'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF MAMMOTH AND
 CZ1878'JUST SOUTH OF THE GOOD ROAD WHICH FOLLOWS THE RIDGE TO THE
 CZ1878'COPPER CREEK MINES.  STATION IS ABOUT 30 FEET SOUTH OF THE
 CZ1878'ROAD AND ON TOP OF A SMALL KNOLL NEAR THE CENTER OF THE
 CZ1878'RIDGE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED--COPPER 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION
 CZ1878'MARK AND IS IN THE CENTER OF THE RIDGE.  THE MARK PROJECTS
 CZ1878'4 INCHES AND IS STAMPED--COPPER NO 1 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE GROUND ABOUT 6
 CZ1878'INCHES LOWER THAN THE STATION AND IS ON THE NORTH EDGE OF
 CZ1878'THE RIDGE.  THE MARK IS STAMPED--COPPER NO 2 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 3 IS THE USGS TRIANGULATION STATION SAHUARO.
 CZ1878'THE MARK IS A USGS BRONZE TRIANGULATION DISK SET IN A BOULDER
 CZ1878'WHICH PROJECTS 4 INCHES.  THE MARK IS STAMPED--SAHUARO 1946
 CZ1878'AND IS ABOUT 1 FOOT LOWER THAN STATION COPPER 1948.
 CZ1878'
 CZ1878'THE AZIMUTH MARK IS A BRONZE USGS REFERENCE DISK SET IN
 CZ1878'A BOULDER FLUSH WITH THE GROUND AND STAMPED--4017 1946 NO. 2.,
 CZ1878'REACHED FROM THE STATION BY CONTINUING EAST ON THE ROAD FOR 1.0
 CZ1878'MILE TO MARK ABOUT 125 FEET SOUTH OF THE ROAD.
 CZ1878'
 CZ1878'TO REACH FROM THE POST OFFICE IN MAMMOTH, GO SOUTH 0.1 MILE,
 CZ1878'THENCE TURN LEFT IN FRONT OF THE BLUE FRONT TAP ROOM ON DIRT
 CZ1878'ROAD AND GO 0.75 MILE CROSSING THE SAN PEDRO RIVER TO A
 CZ1878'CROSSROAD AND HOUSE ON THE RIGHT.  KEEP STRAIGHT AHEAD AND
 CZ1878'GO 5.05 MILES TO STATION ON RIGHT.
 CZ1878
 CZ1878                          STATION RECOVERY (1967)
 CZ1878
 CZ1878'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1878'STATION COPPER IS LOCATED APPROXIMATELY 6.5 AIRMILES (E)
 CZ1878'OF MAMMOTH, ARIZONA AND 10.5 AIRMILES (NE) OF SAN MANUEL,
 CZ1878'ARIZONA.
 CZ1878'
 CZ1878'TO REACH FROM MAMMOTH POST OFFICE GO (N) ON MAIN ST FOR 0.2
 CZ1878'MI TO BLUE BIRD ST, TURN RIGHT (NE) ON BLUE BIRD ST AND GO
 CZ1878'FOR 0.8 MI TO CROSS INTERSECTION WITH RIVER ROAD AND C F
 CZ1878'BAR RANCH ROAD ON (NE), GO ON C F BAR RANCH ROAD FOR 5.5
 CZ1878'MI TO SMALL HILL ON RIGHT (SSE), LEAVE VEHICLE AND GO (SSE)
 CZ1878'FOR 13.0 M TO TOP OF HILL AND STATION SITE.  THE STATION SITE
 CZ1878'IS ON THE HIGHEST POINT OF HILL WHICH IS PART OF AN E-W RIDGE
 CZ1878'AMONG ROCKS AND SCATTERED BUSHES.
 CZ1878'
 CZ1878'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED COPPER
 CZ1878'1947 SET IN CONCRETE AND PROJECTING 4 INCHES.
 CZ1878'
 CZ1878'R.M. 1 IS A STANDARD USC AND GS DISK SET IN CONCRETE MONUMENT
 CZ1878'STAMPED COPPER NO 1 1947.  FROM THE STATION IT IS (NE) ON
 CZ1878'A DISTANCE OF 5.273 M AND A DE OF +0.140 FT.
 CZ1878'
 CZ1878'R.M. 2 IS A STANDARD USC AND GS DISK SET IN CONCRETE MONUMENT
 CZ1878'STAMPED COPPER NO 2 1947.  FROM THE STATION IT IS (NW) ON
 CZ1878'A DISTANCE OF 5.057 M AND A DE OF -1.204 FT.
 CZ1878'
 CZ1878'R.M. 3 (USGS STA SAHUARO) IS A STANDARD USGS DISK STAMPED
 CZ1878'SAHUARO 1946.  FROM THE STATION IT IS (SW),
 CZ1878'AT A DISTANCE OF 8.325 M AND A DE OF -1.614 FT.
 CZ1878'
 CZ1878'THE AZ MARK IS A USGS RM DISK STAMPED 4017-1946 NO 2, REACHED
 CZ1878'FROM THE STATION BY CONTINUING (E) ON ROAD FOR 1.1 MI TO
 CZ1878'MK.  APPROX 40M (N) OF ROAD.  THE AZ MARK IS CEMENTED IN A
 CZ1878'FLAT BOULDER FLUSH WITH THE GROUND.
 CZ1878'
 CZ1878'CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1878'
 CZ1878'THE HEIGHT OF THE TRIPOD WAS 1.3 M.  THE VIEW FROM THIS
 CZ1878'HEIGHT IS CLEAR IN ALL DIRECTIONS.
 CZ1878
 CZ1878                          STATION RECOVERY (1972)
 CZ1878
 CZ1878'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1878'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1878'
 CZ1878'REFERENCE MARKS 1 AND 2 GOOD.
 CZ1878'
 CZ1878'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1878
 CZ1878                          STATION RECOVERY (1977)
 CZ1878
 CZ1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1878'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CZ1878'IN GOOD CONDITION.
 CZ1878'
 CZ1878'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2004 ***********************************************************************
 DU2004  DESIGNATION -  COPPER
 DU2004  PID         -  DU2004
 DU2004  STATE/COUNTY-  AZ/GILA
 DU2004  USGS QUAD   -  INSPIRATION (1982)
 DU2004
 DU2004                         *CURRENT SURVEY CONTROL
 DU2004  ___________________________________________________________________
 DU2004* NAD 83(1992)-  33 22 43.19184(N)    110 56 22.50022(W)     ADJUSTED  
 DU2004* NAVD 88     -      1487.5    (meters)    4880.     (feet)  VERTCON   
 DU2004  ___________________________________________________________________
 DU2004  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 DU2004  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DU2004
 DU2004  HORZ ORDER  -  SECOND
 DU2004
 DU2004.The horizontal coordinates were established by classical geodetic methods
 DU2004.and adjusted by the National Geodetic Survey in August 1993..
 DU2004
 DU2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2004
 DU2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2004
 DU2004.The geoid height was determined by GEOID03.
 DU2004
 DU2004;                    North         East     Units Scale Factor Converg.
 DU2004;SPC AZ E     -   264,011.068   141,444.896   MT  0.99996374   -0 25 30.9
 DU2004;SPC AZ E     -   866,178.04    464,058.06   iFT  0.99996374   -0 25 30.9
 DU2004;SPC AZ C     -   264,170.695   304,272.189   MT  1.00000187   +0 32 15.4
 DU2004;SPC AZ C     -   866,701.76    998,268.34   iFT  1.00000187   +0 32 15.4
 DU2004;UTM  12      - 3,693,268.623   505,619.636   MT  0.99960039   +0 01 59.7
 DU2004
 DU2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2004!SPC AZ E     -   0.99977087  x   0.99996374  =   0.99973461
 DU2004!SPC AZ C     -   0.99977087  x   1.00000187  =   0.99977274
 DU2004!UTM  12      -   0.99977087  x   0.99960039  =   0.99937135
 DU2004
 DU2004|---------------------------------------------------------------------|
 DU2004| PID    Reference Object                     Distance      Geod. Az  |
 DU2004|                                                           dddmmss.s |
 DU2004| CD1848 COPPER RM 1                           5.663 METERS 07132     |
 DU2004| CD2696 COPPER RM 2                           8.024 METERS 17523     |
 DU2004| CD1847 3M                                                 1795157.5 |
 DU2004|---------------------------------------------------------------------|
 DU2004
 DU2004                          SUPERSEDED SURVEY CONTROL
 DU2004
 DU2004  NAD 83(1986)-  33 22 43.18637(N)    110 56 22.50243(W) AD(       ) 2
 DU2004  NAD 27      -  33 22 42.98800(N)    110 56 20.09200(W) AD(       ) 2
 DU2004  NGVD 29 (07/19/86) 1486.8    (m)         4878.     (f) VERT ANG       
 DU2004
 DU2004.Superseded values are not recommended for survey control.
 DU2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2004.See file dsdata.txt to determine how the superseded data were derived.
 DU2004
 DU2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0562093269(NAD 83)
 DU2004_MARKER: DS = TRIANGULATION STATION DISK
 DU2004_SETTING: 66 = SET IN ROCK OUTCROP
 DU2004_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU2004
 DU2004  HISTORY     - Date     Condition        Report By
 DU2004  HISTORY     - 1947     MONUMENTED       CGS
 DU2004
 DU2004                          STATION DESCRIPTION
 DU2004
 DU2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2004'STATION IS ON TOP OF A PROMINENT LOW PEAK APPROXIMATELY 5.5 MILES
 DU2004'WEST OF MIAMI AND 2.5 MILES SOUTH OF CASTLE DOME MINE ON THE EAST
 DU2004'SIDE OF THE ROAD LEADING FROM U.S. ROUTES 60 AND 70 TO CASTLE DOME
 DU2004'MINE.  IT IS ON THE EAST END OF A SMALL RIDGE ON THE PEAK AND 12
 DU2004'FEET EAST OF A BARB WIRE FENCE.  MARK IS A BRONZE DISK STAMPED--
 DU2004'COPPER 1946 AND IS SET IN A DRILL HOLE IN BEDROCK EXTENDING 4
 DU2004'INCHES ABOVE THE GROUND.
 DU2004'
 DU2004'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN BEDROCK 3 FEET LOWER
 DU2004'THAN THE STATION ON THE EAST PART OF THE PEAK.  IT PROJECTS 5
 DU2004'INCHES AND IS STAMPED--COPPER NO 1 1946.
 DU2004'
 DU2004'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 DU2004'BEDROCK EXTENDING 5 INCHES ABOVE THE GROUND.  IT IS ON THE SOUTH
 DU2004'PART OF THE PEAK 2.5 FEET LOWER THAN THE STATION AND STAMPED--
 DU2004'COPPER NO 2 1946.
 DU2004'
 DU2004'THE AZIMUTH MARK IS SOUTHWEST OF INTERSECTION OF U.S. HIGHWAY 60
 DU2004'AND 70 AND THE CASTLE DOME ROAD.  40 PACES SOUTH-SOUTHWEST OF
 DU2004'CATTLE GUARD AND 25 FEET SOUTH OF HIGHWAY.  IT IS 15 FEET ABOVE
 DU2004'THE EXISTING HIGHWAY (WHICH IS TO BE REPAIRED AND MOVED A FEW
 DU2004'FEET) ON OUTCROPPING BEDROCK.  IT IS A USGS BENCH MARK STAMPED--3M
 DU2004'
 DU2004'TO REACH FROM MIAMI, GO WEST ON HIGHWAY 60 AND 70 FOR 5.0 MILES
 DU2004'TO INTERSECTION OF U.S. 70 AND 60 AND THE CASTLE DOME ROAD.
 DU2004'HERE THE AZIMUTH MARK IS ON THE BLUFF ON THE SOUTH SIDE OF THE
 DU2004'HIGHWAY AND THE STATION IS ON THE WESTERN AND MORE DISTANT ONE
 DU2004'OF TWO PEAKS TO THE NORTH AND APPROXIMATELY 0.7 MILE AWAY.
 DU2004'TURN RIGHT ON CASTLE DOME ROAD AND GO 1.0 MILE TO BASE OF THE
 DU2004'PEAK TO THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1714 ***********************************************************************
 CZ1714  DESIGNATION -  COPPER
 CZ1714  PID         -  CZ1714
 CZ1714  STATE/COUNTY-  AZ/PINAL
 CZ1714  USGS QUAD   -  CLARK RANCH (1972)
 CZ1714
 CZ1714                         *CURRENT SURVEY CONTROL
 CZ1714  ___________________________________________________________________
 CZ1714* NAD 83(1992)-  32 42 13.11018(N)    110 36 46.19957(W)     ADJUSTED  
 CZ1714* NAVD 88     -       793.3    (meters)    2603.     (feet)  VERTCON   
 CZ1714  ___________________________________________________________________
 CZ1714  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ1714  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CZ1714
 CZ1714  HORZ ORDER  -  THIRD
 CZ1714
 CZ1714.The horizontal coordinates were established by classical geodetic methods
 CZ1714.and adjusted by the National Geodetic Survey in August 1993..
 CZ1714
 CZ1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1714
 CZ1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1714
 CZ1714.The geoid height was determined by GEOID03.
 CZ1714
 CZ1714;                    North         East     Units Scale Factor Converg.
 CZ1714;SPC AZ C     -   189,639.739   335,605.351   MT  1.00008421   +0 42 16.3
 CZ1714;SPC AZ C     -   622,177.62  1,101,067.42   iFT  1.00008421   +0 42 16.3
 CZ1714;UTM  12      - 3,618,499.660   536,288.053   MT  0.99961624   +0 12 33.1
 CZ1714
 CZ1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1714!SPC AZ C     -   0.99987988  x   1.00008421  =   0.99996408
 CZ1714!UTM  12      -   0.99987988  x   0.99961624  =   0.99949616
 CZ1714
 CZ1714:                Primary Azimuth Mark                     Grid Az
 CZ1714:SPC AZ C     -  TABLE                                    032 27 37.8
 CZ1714:UTM  12      -  TABLE                                    032 57 21.0
 CZ1714
 CZ1714|---------------------------------------------------------------------|
 CZ1714| PID    Reference Object                     Distance      Geod. Az  |
 CZ1714|                                                           dddmmss.s |
 CZ1714| CZ1871 TABLE                               APPROX.16.0 KM 0330954.1 |
 CZ1714| CU8286 COPPER RM 1                          10.085 METERS 14414     |
 CZ1714| CU8287 COPPER RM 2                          11.826 METERS 24956     |
 CZ1714| CZ1722 TIGER MUN TANK                      APPROX. 6.7 KM 2730036.4 |
 CZ1714|---------------------------------------------------------------------|
 CZ1714
 CZ1714                          SUPERSEDED SURVEY CONTROL
 CZ1714
 CZ1714  NAD 83(1986)-  32 42 13.10784(N)    110 36 46.19617(W) AD(       ) 3
 CZ1714  NGVD 29 (05/20/88)  792.7    (m)         2601.     (f) VERT ANG       
 CZ1714
 CZ1714.Superseded values are not recommended for survey control.
 CZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1714.See file dsdata.txt to determine how the superseded data were derived.
 CZ1714
 CZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3628818500(NAD 83)
 CZ1714_MARKER: DD = SURVEY DISK
 CZ1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1714_SP_SET: TOP OF METAL PIPE IN CONCRETE
 CZ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1714+STABILITY: SURFACE MOTION
 CZ1714
 CZ1714  HISTORY     - Date     Condition        Report By
 CZ1714  HISTORY     - 1946     MONUMENTED       USGS
 CZ1714
 CZ1714                          STATION DESCRIPTION
 CZ1714
 CZ1714'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1714'LOCATED ABOUT 2 MI SE. OF MAMMOTH, 0.8 MI E. OF SAN PEDRO RIVER,
 CZ1714'0.6 MI N. OF COPPER CREEK WASH.  ON WEST END OF LOW RIDGE
 CZ1714'OVERLOOKING SAN PEDRO RIVER, 40 FT S. OF EDGE OF BLUFF.
 CZ1714'
 CZ1714'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE E. CROSSING SAN
 CZ1714'PEDRO RIVER TO X-RDS.  TURN RIGHT 1.7 MI S. TO DIM TRACK LEFT UP
 CZ1714'WASH.  TURN LEFT 0.5 MI TO END OF TRUCK TRAVEL AT FENCE.  PACK N.
 CZ1714'AND E. UP HILL TO TOP OF RIDGE AND STATION.
 CZ1714'
 CZ1714'STATION MARK--STANDARD TABLET STAMPED---COPPER 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
 CZ1714'
 CZ1714'RM 1--STANDARD RM TABLET STAMPED---COPPER NO 1 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
 CZ1714'
 CZ1714'RM 2--STANDARD RM TABLET STAMPED---COPPER NO 2 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1580 ***********************************************************************
 DA1580  DESIGNATION -  COPPER
 DA1580  PID         -  DA1580
 DA1580  STATE/COUNTY-  AZ/YUMA
 DA1580  USGS QUAD   -  TACNA (1982)
 DA1580
 DA1580                         *CURRENT SURVEY CONTROL
 DA1580  ___________________________________________________________________
 DA1580* NAD 83(1992)-  32 37 50.93686(N)    113 53 30.39851(W)     ADJUSTED  
 DA1580* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 DA1580  ___________________________________________________________________
 DA1580  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DA1580  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1580
 DA1580  HORZ ORDER  -  THIRD
 DA1580
 DA1580.The horizontal coordinates were established by classical geodetic methods
 DA1580.and adjusted by the National Geodetic Survey in August 1993..
 DA1580
 DA1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1580
 DA1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1580
 DA1580.The geoid height was determined by GEOID03.
 DA1580
 DA1580;                    North         East     Units Scale Factor Converg.
 DA1580;SPC AZ W     -   180,827.576   200,056.426   MT  0.99993551   -0 04 35.2
 DA1580;SPC AZ W     -   593,266.33    656,353.10   iFT  0.99993551   -0 04 35.2
 DA1580;UTM  12      - 3,614,054.091   228,694.219   MT  1.00050774   -1 33 37.0
 DA1580
 DA1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1580!SPC AZ W     -   0.99998240  x   0.99993551  =   0.99991791
 DA1580!UTM  12      -   0.99998240  x   1.00050774  =   1.00049013
 DA1580
 DA1580                          SUPERSEDED SURVEY CONTROL
 DA1580
 DA1580  NAD 83(1986)-  32 37 50.93360(N)    113 53 30.39822(W) AD(       ) 3
 DA1580  NGVD 29 (04/26/91)  144.4    (m)          474.     (f) VERT ANG       
 DA1580
 DA1580.Superseded values are not recommended for survey control.
 DA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1580.See file dsdata.txt to determine how the superseded data were derived.
 DA1580
 DA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2869414054(NAD 83)
 DA1580_MARKER: DD = SURVEY DISK
 DA1580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1580
 DA1580  HISTORY     - Date     Condition        Report By
 DA1580  HISTORY     - 1964     MONUMENTED       USGS
 DA1580
 DA1580                          STATION DESCRIPTION
 DA1580
 DA1580'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DA1580'LOCATED ABOUT 12 MI NE. OF COYOTE PEAK, ABOUT 10 MI SW. OF
 DA1580'MOHAWK, ABOUT 6 MI SE. OF TACNA.  ON SANDY FLATS OF MOHAWK VALLEY,
 DA1580'JUST E. OF WASH, 80 FT NW. OF LONE IRONWOOD TREE.
 DA1580'
 DA1580'TO REACH FROM TACNA POST OFFICE, GO 0.1 MI W. ON US HWY. 80 TO
 DA1580'INTERSECTION OF DIRT RD.  GO 0.2 MI S. JUST PAST AIRPORT TO
 DA1580'INTERSECTIONOF SECTION LINE RD. E.  GO 2.6 MI E. TO INTERSECTION
 DA1580'OF SECTION LINE RD.  GO 2.5 MI S. TO END OF SECTION LINE RD.,
 DA1580'CONTINUE ON SANDY TRACK RD. (FOUR-WHEEL DRIVE REQUIRED) 2.3 MI
 DA1580'S.  GO CROSS COUNTRY 0.6 MI E. TO STATION.
 DA1580'
 DA1580'STATION MARK--STANDARD TABLET STAMPED---COPPER 1964---, IN CEMENT
 DA1580'POST PROJECTING 0.8 FT.
 DA1580'
 DA1580'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, ON 1-1/2 INCH IRON
 DA1580'PIPE CEMENTED IN GROUND PROJECTING 1.1 FT.
 DA1580'
 DA1580'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, ON 1-1/2 INCH IRON
 DA1580'PIPE CEMENTED IN GROUND PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5750 ***********************************************************************
 DH5750  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5750  DESIGNATION -  COPPER GLANCE
 DH5750  PID         -  DH5750
 DH5750  STATE/COUNTY-  AZ/COCHISE
 DH5750  USGS QUAD   -  HEREFORD (1983)
 DH5750
 DH5750                         *CURRENT SURVEY CONTROL
 DH5750  ___________________________________________________________________
 DH5750* NAD 83(1992)-  31 27 58.90226(N)    110 03 16.48503(W)     ADJUSTED  
 DH5750* NAVD 88     -      1369.22   (meters)    4492.2    (feet)  GPS OBS   
 DH5750  ___________________________________________________________________
 DH5750  X           -  -1,867,626.913 (meters)                     COMP
 DH5750  Y           -  -5,116,093.804 (meters)                     COMP
 DH5750  Z           -   3,310,806.546 (meters)                     COMP
 DH5750  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 DH5750  ELLIP HEIGHT-        1341.43  (meters)          (08/22/05) GPS OBS
 DH5750  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DH5750
 DH5750  HORZ ORDER  -  B
 DH5750  ELLP ORDER  -  FOURTH    CLASS II
 DH5750
 DH5750.The horizontal coordinates were established by GPS observations
 DH5750.and adjusted by the National Geodetic Survey in August 2005..
 DH5750
 DH5750.The orthometric height was determined by GPS observations and a
 DH5750.high-resolution geoid model using precise GPS observation and
 DH5750.processing techniques.
 DH5750
 DH5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5750
 DH5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5750
 DH5750.The ellipsoidal height was determined by GPS observations
 DH5750.and is referenced to NAD 83.
 DH5750
 DH5750.The geoid height was determined by GEOID03.
 DH5750
 DH5750;                    North         East     Units Scale Factor Converg.
 DH5750;SPC AZ E     -    51,707.418   224,011.320   MT  0.99990140   +0 03 30.6
 DH5750;SPC AZ E     -   169,643.76    734,945.28   iFT  0.99990140   +0 03 30.6
 DH5750;UTM  12      - 3,481,675.228   589,815.243   MT  0.99969949   +0 29 36.7
 DH5750
 DH5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5750!SPC AZ E     -   0.99978940  x   0.99990140  =   0.99969082
 DH5750!UTM  12      -   0.99978940  x   0.99969949  =   0.99948896
 DH5750
 DH5750                          SUPERSEDED SURVEY CONTROL
 DH5750
 DH5750.No superseded survey control is available for this station.
 DH5750
 DH5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8981581675(NAD 83)
 DH5750_MARKER: DD = SURVEY DISK
 DH5750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5750_STAMPING: COPPER GLANCE 2004
 DH5750_MARK LOGO: AZ-003
 DH5750_PROJECTION: FLUSH
 DH5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5750+STABILITY: SURFACE MOTION
 DH5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5750+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5750
 DH5750  HISTORY     - Date     Condition        Report By
 DH5750  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5750
 DH5750                          STATION DESCRIPTION
 DH5750
 DH5750'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5750'FROM THE POST OFFICE ON HIGHWAY 92 GO WEST 8.24 MILES TO HEREFORD RD.
 DH5750'GO NORTH ON HEREFORD RD. 5.0 MILES TO COPPER GLANCE RD.HEAD
 DH5750'NORTHEASTERLY .6 MILE TO A Y IN THE ROAD, TAKE THE ROAD HEADING
 DH5750'SOUTHEASTERLY FOR .27 MILE TO ANOTHER ROAD GOING EAST, CROSS
 DH5750'CATTLEGUARD AND GO 1.64 MILES TO A ROAD, TURN LEFT AND TRAVEL
 DH5750'NORTHERLY .37 MILE TO ANOTHER ROAD, TURN RIGHT AND GO EASTERLY .36
 DH5750'MILE TO A Y IN THE ROAD, TURN LEFT AND TRAVEL NORTH .66 MILE TO A
 DH5750'NARROW JEEP TRAIL THAT BEARS NORTHEASTERLY, GO .13 MILE TO POINT.
 DH5750'POINT IS APPROXIMATELY 20 FEET SOUTH OF THE TRAIL, AND 100 FEET WEST
 DH5750'OF A TOWNSHIP CORNER MARKED T21ST22S R22E R23E.
 DH5750' 
 DH5750'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5750'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5750'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0971 ***********************************************************************
 EU0971  DESIGNATION -  CORAL
 EU0971  PID         -  EU0971
 EU0971  STATE/COUNTY-  AZ/LA PAZ
 EU0971  USGS QUAD   -  PARKER (1975)
 EU0971
 EU0971                         *CURRENT SURVEY CONTROL
 EU0971  ___________________________________________________________________
 EU0971* NAD 83(1992)-  34 09 06.22533(N)    114 18 14.86888(W)     ADJUSTED  
 EU0971* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 EU0971  ___________________________________________________________________
 EU0971  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EU0971  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0971
 EU0971  HORZ ORDER  -  SECOND
 EU0971
 EU0971.The horizontal coordinates were established by classical geodetic methods
 EU0971.and adjusted by the National Geodetic Survey in August 1993..
 EU0971
 EU0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0971
 EU0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0971
 EU0971.The geoid height was determined by GEOID03.
 EU0971
 EU0971;                    North         East     Units Scale Factor Converg.
 EU0971;SPC AZ W     -   349,632.917   162,261.106   MT  0.99996551   -0 18 39.9
 EU0971;SPC AZ W     - 1,147,089.62    532,352.71   iFT  0.99996551   -0 18 39.9
 EU0971;SPC CA 5     -   578,558.572 2,340,749.044   MT  0.99997645   +2 06 24.1
 EU0971;SPC CA 5     - 1,898,154.25  7,679,607.49   sFT  0.99997645   +2 06 24.1
 EU0971;UTM  11      - 3,782,263.683   748,548.386   MT  1.00036158   +1 30 51.1
 EU0971
 EU0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0971!SPC AZ W     -   0.99998479  x   0.99996551  =   0.99995030
 EU0971!SPC CA 5     -   0.99998479  x   0.99997645  =   0.99996124
 EU0971!UTM  11      -   0.99998479  x   1.00036158  =   1.00034637
 EU0971
 EU0971|---------------------------------------------------------------------|
 EU0971| PID    Reference Object                     Distance      Geod. Az  |
 EU0971|                                                           dddmmss.s |
 EU0971| CC4544 CORAL RM 1                            8.995 METERS 04623     |
 EU0971| CC4545 CORAL RM 2                            7.650 METERS 21230     |
 EU0971|---------------------------------------------------------------------|
 EU0971
 EU0971                          SUPERSEDED SURVEY CONTROL
 EU0971
 EU0971  NAD 83(1986)-  34 09 06.22600(N)    114 18 14.87452(W) AD(       ) 2
 EU0971  NAD 27      -  34 09 06.16854(N)    114 18 12.05114(W) AD(       ) 2
 EU0971  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 EU0971
 EU0971.Superseded values are not recommended for survey control.
 EU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0971.See file dsdata.txt to determine how the superseded data were derived.
 EU0971
 EU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4854882264(NAD 83)
 EU0971_MARKER: DS = TRIANGULATION STATION DISK
 EU0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0971
 EU0971  HISTORY     - Date     Condition        Report By
 EU0971  HISTORY     - 1964     MONUMENTED       CGS
 EU0971  HISTORY     - 1966     GOOD             CGS
 EU0971
 EU0971                          STATION DESCRIPTION
 EU0971
 EU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0971'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BUSINESS CENTER OF
 EU0971'PARKER.  ABOUT 0.2 MILE NORTHEAST OF THE COLORADO RIVER INDIAN
 EU0971'AGENCY HEADQUARTERS AND HOSPITAL.  ON TOP OF A LEVEE AT THE
 EU0971'SOUTHEAST SIDE OF THE COLORADO RIVER, ON PROPERTY OF THE COLORADO
 EU0971'RIVER INDIAN RESERVATION.
 EU0971'
 EU0971'TO REACH THE STATION FROM THE CROSS STREET INTERSECTION OF
 EU0971'CALIFORNIA AVE. AND AGENCY ROAD (STATE HIGHWAYS 95) AND SPUR
 EU0971'95 IN PARKER, GO SOUTHWEST ON AGENCY ROAD FOR 0.9 MILE TO CROSSROAD
 EU0971'JUST BEFORE REACHING THE INDIAN AGENCY HEADQUARTERS.  TURN RIGHT
 EU0971'AND GO NORTH ON GRAVEL STREET FOR 0.25 MILE TO FORKS.  TAKE
 EU0971'LEFT FORK STRAIGHT AHEAD, NORTH, FOR 0.15 MILE ALONG BLADED
 EU0971'STRIP TO THE STATION ON TOP OF LEVEE JUST SOUTHEAST OF THE
 EU0971'COLORADO RIVER.
 EU0971'
 EU0971'THE STATION IS A STANDARD DISK STAMPED CORAL 1964, SET IN THE TOP
 EU0971'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 EU0971'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 106 FEET NORTHEAST
 EU0971'OF THE SOUTHWEST EDGE OF THE LEVEE, AND 4.2 FEET NORTHWEST OF THE
 EU0971'SOUTHEAST EDGE OF THE LEVEE AND A METAL WITNESS POST WITH SIGN.
 EU0971'
 EU0971'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CORAL NO 1 1964,
 EU0971'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EU0971'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 29 FEET
 EU0971'NORTHEAST OF A METAL WITNESS POST WITH SIGN, AND 5 FEET NORTHWEST
 EU0971'OF THE SOUTHEAST EDGE OF THE LEVEE.
 EU0971'
 EU0971'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORAL NO 2 1964, SET
 EU0971'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EU0971'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 81 FEET
 EU0971'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEVEE, 25 FEET SOUTHWEST OF
 EU0971'A METAL WITNESS POST WITH SIGN, AND 2 FEET NORTHWEST OF THE
 EU0971'SOUTHEAST EDGE OF THE LEVEE.
 EU0971
 EU0971                          STATION RECOVERY (1966)
 EU0971
 EU0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PAW)
 EU0971'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EU0971'GOOD CONDITION AND AS DESCRIBED IN 1964.  THE REMOVAL OF THIS
 EU0971'STATION HAS BEEN REQUESTED BY THE BUREAU OF RECLAMATION, BLYTHE,
 EU0971'CALIFORNIA OFFICE, TO EXPEDITE THE EXCAVATION OF A LARGE GRAVEL
 EU0971'PIT.  A NUMBER 2 STATION WAS ESTABLISHED AT THIS TIME AND THENCE
 EU0971'ALL OF THE ORIGINAL MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0975 ***********************************************************************
 EU0975  DESIGNATION -  CORAL 2
 EU0975  PID         -  EU0975
 EU0975  STATE/COUNTY-  AZ/LA PAZ
 EU0975  USGS QUAD   -  PARKER (1975)
 EU0975
 EU0975                         *CURRENT SURVEY CONTROL
 EU0975  ___________________________________________________________________
 EU0975* NAD 83(1992)-  34 09 04.08369(N)    114 18 13.61127(W)     ADJUSTED  
 EU0975* NAVD 88     -       126.9    (meters)     416.     (feet)  VERTCON   
 EU0975  ___________________________________________________________________
 EU0975  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EU0975  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0975
 EU0975  HORZ ORDER  -  THIRD
 EU0975
 EU0975.The horizontal coordinates were established by classical geodetic methods
 EU0975.and adjusted by the National Geodetic Survey in August 1993..
 EU0975.No horizontal observational check was made to the station.
 EU0975
 EU0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0975
 EU0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0975
 EU0975.The geoid height was determined by GEOID03.
 EU0975
 EU0975;                    North         East     Units Scale Factor Converg.
 EU0975;SPC AZ W     -   349,566.756   162,292.962   MT  0.99996547   -0 18 39.2
 EU0975;SPC AZ W     - 1,146,872.56    532,457.22   iFT  0.99996547   -0 18 39.2
 EU0975;SPC CA 5     -   578,493.813 2,340,783.664   MT  0.99997656   +2 06 24.8
 EU0975;SPC CA 5     - 1,897,941.78  7,679,721.07   sFT  0.99997656   +2 06 24.8
 EU0975;UTM  11      - 3,782,198.544   748,582.347   MT  1.00036179   +1 30 51.7
 EU0975
 EU0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0975!SPC AZ W     -   0.99998500  x   0.99996547  =   0.99995047
 EU0975!SPC CA 5     -   0.99998500  x   0.99997656  =   0.99996156
 EU0975!UTM  11      -   0.99998500  x   1.00036179  =   1.00034678
 EU0975
 EU0975:                Primary Azimuth Mark                     Grid Az
 EU0975:SPC AZ W     -  PARKER CITY WATER TANK                   103 30 33.7
 EU0975:SPC CA 5     -  PARKER CITY WATER TANK                   101 05 29.7
 EU0975:UTM  11      -  PARKER CITY WATER TANK                   101 41 02.8
 EU0975
 EU0975|---------------------------------------------------------------------|
 EU0975| PID    Reference Object                     Distance      Geod. Az  |
 EU0975|                                                           dddmmss.s |
 EU0975| EU0979 PARKER CITY WATER TANK              APPROX. 1.3 KM 1031154.5 |
 EU0975| CC4546 CORAL 2 RM 1                         16.670 METERS 27054     |
 EU0975| EU0971 CORAL                                73.433 METERS 33359     |
 EU0975| CC4547 CORAL 2 RM 2                         17.017 METERS 34913     |
 EU0975|---------------------------------------------------------------------|
 EU0975
 EU0975                          SUPERSEDED SURVEY CONTROL
 EU0975
 EU0975  NAD 83(1986)-  34 09 04.08429(N)    114 18 13.61687(W) AD(       ) 3
 EU0975  NAD 27      -  34 09 04.02685(N)    114 18 10.79358(W) AD(       ) 3
 EU0975  NGVD 29 (07/19/86)  126.3    (m)          414.     (f) VERT ANG       
 EU0975
 EU0975.Superseded values are not recommended for survey control.
 EU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0975.See file dsdata.txt to determine how the superseded data were derived.
 EU0975
 EU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4858282199(NAD 83)
 EU0975_MARKER: DS = TRIANGULATION STATION DISK
 EU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0975
 EU0975  HISTORY     - Date     Condition        Report By
 EU0975  HISTORY     - 1966     MONUMENTED       CGS
 EU0975
 EU0975                          STATION DESCRIPTION
 EU0975
 EU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (PAW)
 EU0975'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BUSINESS SECTION
 EU0975'OF PARKER, ON PROPERTY OF THE COLORADO RIVER INDIAN RESERVATION,
 EU0975'ABOUT 1/4 MILE NORTHEAST OF THE RESERVATION HEADQUARTERS AND
 EU0975'HOSPITAL, NEAR THE NORTHEAST BOUNDARY FENCE CORNER OF A GENERAL
 EU0975'SERVICES ADMINISTRATION PARKING LOT AND ON THE EAST SIDE OF A
 EU0975'LARGE GRAVEL PIT EXCAVATION.
 EU0975'
 EU0975'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0975'AVENUE AND STATE HIGHWAY 95 (AGENCY ROAD), AND SPUR 95 IN PARKER,
 EU0975'DRIVE SOUTHWEST ON THE HIGHWAY FOR 0.9 MILE TO A CROSSROAD,
 EU0975'JUST BEFORE REACHING THE INDIAN AGENCY HEADQUARTERS.  TURN
 EU0975'RIGHT AND DRIVE NORTHERLY ON THE GRAVELED STREET FOR 0.25 MILE
 EU0975'TO Y-FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON A
 EU0975'BLADED ROAD FOR 0.15 MILE TO A FENCE CORNER, A GRAVEL PIT AND
 EU0975'THE STATION.
 EU0975'
 EU0975'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 EU0975'STAMPED CORAL 2 1966.  THE UNDERGROUND DISK IS SET IN A MASS OF
 EU0975'CONCRETE 3 FEET BELOW THE GROUND SURFACE.  THE SURFACE DISK IS
 EU0975'SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 192.5
 EU0975'FEET NORTH OF THE NORTHEAST FENCE CORNER OF THE PARKING LOT,
 EU0975'49.0 FEET SOUTH OF THE SOUTH BOUNDARY OF THE GRAVEL PIT AND 3.4
 EU0975'FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 EU0975'
 EU0975'REFERENCE MARK 1, A STANDARD DISK STAMPED CORAL 2 NO. 1 1966,
 EU0975'IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET
 EU0975'SOUTH OF THE BOUNDARY OF THE GRAVEL PIT, ABOUT 2 FEET LOWER IN
 EU0975'ELEVATION THAN THE STATION MARK AND 1.5 FEET EAST OF A METAL
 EU0975'WITNESS POST WITH SIGN.
 EU0975'
 EU0975'REFERENCE MARK 2, A STANDARD DISK STAMPED CORAL 2 NO. 2 1966,
 EU0975'IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET
 EU0975'SOUTH OF THE SOUTH BOUNDARY OF THE GRAVEL PIT, 1.8 FEET WEST OF
 EU0975'A METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 1 FOOT
 EU0975'LOWER IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1156 ***********************************************************************
 ES1156  DESIGNATION -  CORD
 ES1156  PID         -  ES1156
 ES1156  STATE/COUNTY-  AZ/GILA
 ES1156  USGS QUAD   -  PARALLEL CANYON (1990)
 ES1156
 ES1156                         *CURRENT SURVEY CONTROL
 ES1156  ___________________________________________________________________
 ES1156* NAD 83(1992)-  34 14 50.88335(N)    110 51 39.39045(W)     ADJUSTED  
 ES1156* NAVD 88     -      2290.69   (+/-2cm)    7515.4    (feet)  VERTCON   
 ES1156  ___________________________________________________________________
 ES1156  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 ES1156  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES1156
 ES1156  HORZ ORDER  -  THIRD
 ES1156  VERT ORDER  -  THIRD ? (See Below)
 ES1156
 ES1156.The horizontal coordinates were established by classical geodetic methods
 ES1156.and adjusted by the National Geodetic Survey in August 1993..
 ES1156
 ES1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1156.The vertical order pertains to the NGVD 29 superseded value.
 ES1156
 ES1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1156
 ES1156.The geoid height was determined by GEOID03.
 ES1156
 ES1156;                    North         East     Units Scale Factor Converg.
 ES1156;SPC AZ E     -   360,319.401   149,411.955   MT  0.99995039   -0 23 26.6
 ES1156;SPC AZ E     - 1,182,150.27    490,196.70   iFT  0.99995039   -0 23 26.6
 ES1156;SPC AZ C     -   360,605.562   310,601.485   MT  1.00001652   +0 35 39.0
 ES1156;SPC AZ C     - 1,183,089.11  1,019,033.74   iFT  1.00001652   +0 35 39.0
 ES1156;UTM  12      - 3,789,603.992   512,804.370   MT  0.99960202   +0 04 41.7
 ES1156
 ES1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1156!SPC AZ E     -   0.99964435  x   0.99995039  =   0.99959476
 ES1156!SPC AZ C     -   0.99964435  x   1.00001652  =   0.99966087
 ES1156!UTM  12      -   0.99964435  x   0.99960202  =   0.99924652
 ES1156
 ES1156:                Primary Azimuth Mark                     Grid Az
 ES1156:SPC AZ E     -  ROUND                                    198 11 09.1
 ES1156:SPC AZ C     -  ROUND                                    197 12 03.5
 ES1156:UTM  12      -  ROUND                                    197 43 00.8
 ES1156
 ES1156|---------------------------------------------------------------------|
 ES1156| PID    Reference Object                     Distance      Geod. Az  |
 ES1156|                                                           dddmmss.s |
 ES1156| ES1095 ROUND                               APPROX. 7.9 KM 1974742.5 |
 ES1156| CS4078 COLCORD                              29.888 METERS 20848     |
 ES1156| ES0208 L 65                                  8.272 METERS 23439     |
 ES1156|---------------------------------------------------------------------|
 ES1156
 ES1156                          SUPERSEDED SURVEY CONTROL
 ES1156
 ES1156  NAD 83(1986)-  34 14 50.87787(N)    110 51 39.39445(W) AD(       ) 3
 ES1156  NGVD 29 (04/27/90) 2289.66   (m)         7512.0    (f) LEVELING    3  
 ES1156
 ES1156.Superseded values are not recommended for survey control.
 ES1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1156.See file dsdata.txt to determine how the superseded data were derived.
 ES1156
 ES1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1280489604(NAD 83)
 ES1156_MARKER: DS = TRIANGULATION STATION DISK
 ES1156_SETTING: 80 = SET IN A BOULDER
 ES1156_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1156+STABILITY: SURFACE MOTION
 ES1156
 ES1156  HISTORY     - Date     Condition        Report By
 ES1156  HISTORY     - 1960     MONUMENTED       USGS
 ES1156
 ES1156                          STATION DESCRIPTION
 ES1156
 ES1156'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1156'LOCATED ABOUT 20 MI SW. OF HEBER, 11 MI NE. OF YOUNG.  ON TOP OF
 ES1156'COLCORD MTN.
 ES1156'
 ES1156'TO REACH FROM HEBER, DRIVE 23.7 MI SW. ON HEBER-YOUNG RD. TO SIGN
 ES1156'COLCORD MT L.O.T. 3 AT T-RD. TO W.  TURN RIGHT FOLLOWING RD. 3
 ES1156'MI W. TO LOT AND STATION.
 ES1156'
 ES1156'STATION MARK--STANDARD TABLET STAMPED---CORD 1960---, CEMENTED IN
 ES1156'DRILL HOLE IN BURIED BOULDER UNDER CENTER OF LOT.
 ES1156'
 ES1156'RM 1--USDA FOREST SERVICE DISK STAMPED---COLCORD 1926---, CEMENTED
 ES1156'IN BOULDER.
 ES1156'
 ES1156'RM 2--NGS BM DISK STAMPED---L 65 1934---, CEMENTED IN CONCRETE
 ES1156'PILLAR.
 ES1156'
 ES1156'NOTE--THIS STATION IS UNDER STEEL LOT ERECTED IN 1960 IN
 ES1156'SLIGHTLY DIFFERENT LOCATION FROM STATION COLCORD LOT
 ES1156'ESTABLISHED BY USGS IN 1932 WHICH HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0226 ***********************************************************************
 ET0226  DESIGNATION -  CORDES JUNCTION
 ET0226  PID         -  ET0226
 ET0226  STATE/COUNTY-  AZ/YAVAPAI
 ET0226  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0226
 ET0226                         *CURRENT SURVEY CONTROL
 ET0226  ___________________________________________________________________
 ET0226* NAD 83(1992)-  34 20 01.56694(N)    112 07 13.68534(W)     ADJUSTED  
 ET0226* NAVD 88     -      1166.8    (meters)    3828.     (feet)  GPS OBS   
 ET0226  ___________________________________________________________________
 ET0226  X           -  -1,985,729.028 (meters)                     COMP
 ET0226  Y           -  -4,885,253.621 (meters)                     COMP
 ET0226  Z           -   3,577,722.821 (meters)                     COMP
 ET0226  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 ET0226  ELLIP HEIGHT-        1139.92  (meters)          (09/30/99) GPS OBS
 ET0226  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0226
 ET0226  HORZ ORDER  -  A
 ET0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0226  ELLP ORDER  -  THIRD     CLASS I
 ET0226
 ET0226.The horizontal coordinates were established by GPS observations
 ET0226.and adjusted by the National Geodetic Survey in September 1999..
 ET0226
 ET0226.The orthometric height was determined by GPS observations and a
 ET0226.high-resolution geoid model.
 ET0226.The vertical order pertains to the NGVD 29 superseded value.
 ET0226
 ET0226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0226
 ET0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0226
 ET0226.The ellipsoidal height was determined by GPS observations
 ET0226.and is referenced to NAD 83.
 ET0226
 ET0226.The geoid height was determined by GEOID03.
 ET0226
 ET0226;                    North         East     Units Scale Factor Converg.
 ET0226;SPC AZ C     -   369,692.375   194,607.664   MT  0.99990433   -0 06 53.8
 ET0226;SPC AZ C     - 1,212,901.49    638,476.59   iFT  0.99990433   -0 06 53.8
 ET0226;UTM  12      - 3,799,733.040   396,931.238   MT  0.99973094   -0 37 55.3
 ET0226
 ET0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0226!SPC AZ C     -   0.99982109  x   0.99990433  =   0.99972544
 ET0226!UTM  12      -   0.99982109  x   0.99973094  =   0.99955208
 ET0226
 ET0226|---------------------------------------------------------------------|
 ET0226| PID    Reference Object                     Distance      Geod. Az  |
 ET0226|                                                           dddmmss.s |
 ET0226| ET0225 CORDES JUNCTION RM 1                  9.208 METERS 01914     |
 ET0226| ET0227 CORDES JUNCTION RM 2                  7.219 METERS 28155     |
 ET0226| ET0910 HACK                                APPROX. 1.5 KM 2954854.3 |
 ET0226|---------------------------------------------------------------------|
 ET0226
 ET0226                          SUPERSEDED SURVEY CONTROL
 ET0226
 ET0226  NAD 83(1992)-  34 20 01.56641(N)    112 07 13.68512(W) AD(       ) 2
 ET0226  NAD 83(1986)-  34 20 01.56141(N)    112 07 13.68451(W) AD(       ) 2
 ET0226  NAD 27      -  34 20 01.46020(N)    112 07 11.11700(W) AD(       ) 2
 ET0226  NGVD 29 (??/??/92) 1166.002  (m)         3825.46   (f) ADJ UNCH    2 0
 ET0226
 ET0226.Superseded values are not recommended for survey control.
 ET0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0226.See file dsdata.txt to determine how the superseded data were derived.
 ET0226
 ET0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9693199733(NAD 83)
 ET0226_MARKER: DS = TRIANGULATION STATION DISK
 ET0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0226_STAMPING: CORDES JUNCTION 1958
 ET0226_MARK LOGO: CGS   
 ET0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0226+STABILITY: SURFACE MOTION
 ET0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0226+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0226
 ET0226  HISTORY     - Date     Condition        Report By
 ET0226  HISTORY     - 1958     MONUMENTED       CGS
 ET0226  HISTORY     - 1959     GOOD             CGS
 ET0226  HISTORY     - 1974     GOOD             USGS
 ET0226  HISTORY     - 1980     GOOD             AZDT
 ET0226  HISTORY     - 19990122 GOOD             AZ-025
 ET0226  HISTORY     - 20000622 GOOD             AZDT
 ET0226
 ET0226                          STATION DESCRIPTION
 ET0226
 ET0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0226'20.0 MI N FROM BLACK CANYON.
 ET0226'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0226'CANYON, THENCE 0.5 MILE NORTH ON STATE HIGHWAY 79 TO A CUT THROUGH AN
 ET0226'EAST-WEST RIDGE, ABOUT 150 FEET WEST OF THE HIGHWAY, 38 FEET WEST OF
 ET0226'THE FENCE, 17 FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12
 ET0226'INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ET0226
 ET0226                          STATION RECOVERY (1959)
 ET0226
 ET0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0226'THE STATION IS ABOUT 18 MILES NORTH OF BLACK CANYON, 0.5 MILE
 ET0226'NORTH OF CORDES JUNCTION, WHICH IS THE JUNCTION OF ARIZONA STATE
 ET0226'HIGHWAYS 69 AND 79, AND JUST WEST OF STATE HIGHWAY 79, ON
 ET0226'THE CREST OF A LOW EAST-WEST RIDGE.
 ET0226'
 ET0226'TO REACH FROM THE POST OFFICE IN BLACK CANYON, GO NORTH
 ET0226'ON STATE HIGHWAY 69 FOR 18.3 MILES TO ITS JUNCTION WITH STATE
 ET0226'HIGHWAY 79.  CONTINUE AHEAD ON STATE HIGHWAY 79 FOR 0.5 MILE
 ET0226'TO A CUT THROUGH AN EAST-WEST RIDGE AND THE STATION ON THE
 ET0226'LEFT.
 ET0226'
 ET0226'THE STATION IS A STANDARD DISK, STAMPED CORDES JUNCTION
 ET0226'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ET0226'PROJECTS 1 INCH.  IT IS 38 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 ET0226'FENCE AND 16.9 FEET SOUTH OF A WITNESS POST.
 ET0226'
 ET0226'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORDES JUNCTION NO
 ET0226'1 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 ET0226'FLUSH.  IT IS 34 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE
 ET0226'AND 13.9 FEET NORTH OF THE WITNESS POST.
 ET0226'
 ET0226'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORDES JUNCTION
 ET0226'NO 2 1958 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ET0226'IS FLUSH.  IT IS 62 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 ET0226'FENCE AND 28.9 FEET SOUTHWEST OF THE WITNESS POST.
 ET0226'
 ET0226'TRIANGULATION STATION BEN CAN BE USED FOR AN AZIMUTH MARK.
 ET0226'(SEE DESCRIPTION THEREOF.)
 ET0226
 ET0226                          STATION RECOVERY (1974)
 ET0226
 ET0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TKB)
 ET0226'20.2 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE
 ET0226'IN BLACK CANYON CITY, 0.5 MILE NORTH OF CORDES JUNCTION, AT
 ET0226'A CUT THROUGH AN EAST-WEST RIDGE, ABOUT 150 FEET WEST OF
 ET0226'THE SOUTHBOUND LANES, 55 FEET EAST OF THE FENCE, 17 FEET
 ET0226'SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 ET0226'CONCRETE POST THAT PROJECTS 4 INCHES.
 ET0226
 ET0226                          STATION RECOVERY (1980)
 ET0226
 ET0226'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0226'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 ET0226'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET0226'
 ET0226'TO REACH THE STATION FROM THE CAFE OR SERVICE STATION IN CORDES
 ET0226'JUNCTION CROSS OVER I 10 AND EXIT AT HIGHWAY MAINTENANCE YARD.  BEAR
 ET0226'TO THE RIGHT ON MAIN ROAD FOR ABOUT 0.25 MILE TO THE ROAD MATERIALS
 ET0226'STOCKPILE.  THE STATION IS ACROSS RIGHT OF WAY FENCE ABOUT 30 FEET.
 ET0226
 ET0226                          STATION RECOVERY (1999)
 ET0226
 ET0226'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0226'RECOVERED AS DESCRIBED.  THE DATA BASE ERRONEOUSLY LISTS THE STATION
 ET0226'AS A ROUND CONCRETE POST.  LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF
 ET0226'INTERSTATE HIGHWAY 17 AND CORDES JUNCTION, 38 FT (11.6 M) WEST FROM
 ET0226'THE HIGHWAY RIGHT-OF-WAY FENCE AND 16.9 FT (5.2 M) SOUTH FROM A
 ET0226'WITNESS POST.
 ET0226
 ET0226                          STATION RECOVERY (2000)
 ET0226
 ET0226'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0225 ***********************************************************************
 ET0225  DESIGNATION -  CORDES JUNCTION RM 1
 ET0225  PID         -  ET0225
 ET0225  STATE/COUNTY-  AZ/YAVAPAI
 ET0225  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0225
 ET0225                         *CURRENT SURVEY CONTROL
 ET0225  ___________________________________________________________________
 ET0225* NAD 83(1986)-  34 20 01.     (N)    112 07 14.     (W)     SCALED    
 ET0225* NAVD 88     -      1166.69   (+/-2cm)    3827.7    (feet)  VERTCON   
 ET0225  ___________________________________________________________________
 ET0225  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0225
 ET0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0225
 ET0225.The horizontal coordinates were scaled from a topographic map and have
 ET0225.an estimated accuracy of +/- 6 seconds.
 ET0225
 ET0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0225.The vertical order pertains to the NGVD 29 superseded value.
 ET0225
 ET0225.The geoid height was determined by GEOID03.
 ET0225
 ET0225;                    North         East    Units  Estimated Accuracy
 ET0225;SPC AZ C     -   369,680.      194,600.      MT  (+/- 180 meters Scaled)
 ET0225
 ET0225                          SUPERSEDED SURVEY CONTROL
 ET0225
 ET0225  NGVD 29 (??/??/92) 1165.996  (m)         3825.44   (f) ADJ UNCH    2 0
 ET0225
 ET0225.Superseded values are not recommended for survey control.
 ET0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0225.See file dsdata.txt to determine how the superseded data were derived.
 ET0225
 ET0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969997(NAD 83)
 ET0225_MARKER: DR = REFERENCE MARK DISK
 ET0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0225_STAMPING: CORDES JUNCTION NO 1 1958
 ET0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0225+STABILITY: SURFACE MOTION
 ET0225
 ET0225  HISTORY     - Date     Condition        Report By
 ET0225  HISTORY     - 1958     MONUMENTED       CGS
 ET0225
 ET0225                          STATION DESCRIPTION
 ET0225
 ET0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0225'20.0 MI N FROM BLACK CANYON.
 ET0225'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0225'CANYON, THENCE 0.5 MILE NORTH ON STATE HIGHWAY 79 TO A CUT THROUGH AN
 ET0225'EAST-WEST RIDGE, 34 FEET WEST OF THE FENCE, 14 FEET NORTH OF THE
 ET0225'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ET0225'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0227 ***********************************************************************
 ET0227  DESIGNATION -  CORDES JUNCTION RM 2
 ET0227  PID         -  ET0227
 ET0227  STATE/COUNTY-  AZ/YAVAPAI
 ET0227  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0227
 ET0227                         *CURRENT SURVEY CONTROL
 ET0227  ___________________________________________________________________
 ET0227* NAD 83(1986)-  34 20 01.     (N)    112 07 14.     (W)     SCALED    
 ET0227* NAVD 88     -      1167.03   (+/-2cm)    3828.8    (feet)  VERTCON   
 ET0227  ___________________________________________________________________
 ET0227  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0227
 ET0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0227
 ET0227.The horizontal coordinates were scaled from a topographic map and have
 ET0227.an estimated accuracy of +/- 6 seconds.
 ET0227
 ET0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0227.The vertical order pertains to the NGVD 29 superseded value.
 ET0227
 ET0227.The geoid height was determined by GEOID03.
 ET0227
 ET0227;                    North         East    Units  Estimated Accuracy
 ET0227;SPC AZ C     -   369,680.      194,600.      MT  (+/- 180 meters Scaled)
 ET0227
 ET0227                          SUPERSEDED SURVEY CONTROL
 ET0227
 ET0227  NGVD 29 (??/??/92) 1166.341  (m)         3826.57   (f) ADJ UNCH    2 0
 ET0227
 ET0227.Superseded values are not recommended for survey control.
 ET0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0227.See file dsdata.txt to determine how the superseded data were derived.
 ET0227
 ET0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969997(NAD 83)
 ET0227_MARKER: DR = REFERENCE MARK DISK
 ET0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0227_STAMPING: CORDES JUNCTION NO 2 1958
 ET0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0227+STABILITY: SURFACE MOTION
 ET0227
 ET0227  HISTORY     - Date     Condition        Report By
 ET0227  HISTORY     - 1958     MONUMENTED       CGS
 ET0227
 ET0227                          STATION DESCRIPTION
 ET0227
 ET0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0227'IN BLACK CANYON.
 ET0227'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0227'CANYON, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 79 TO A CUT THROUGH
 ET0227'AN EAST-WEST RIDGE, 62 FEET WEST OF THE FENCE, 29 FEET SOUTHWEST OF
 ET0227'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ET0227'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0386 ***********************************************************************
 CG0386  DESIGNATION -  CORI 2
 CG0386  PID         -  CG0386
 CG0386  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0386  USGS QUAD   -  TUBAC (1981)
 CG0386
 CG0386                         *CURRENT SURVEY CONTROL
 CG0386  ___________________________________________________________________
 CG0386* NAD 83(1992)-  31 36 44.80364(N)    111 03 06.82219(W)     ADJUSTED  
 CG0386* NAVD 88     -       987.02   (+/-2cm)    3238.2    (feet)  VERTCON   
 CG0386  ___________________________________________________________________
 CG0386  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CG0386  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0386
 CG0386  HORZ ORDER  -  THIRD
 CG0386  VERT ORDER  -  THIRD (See Below)
 CG0386
 CG0386.The horizontal coordinates were established by classical geodetic methods
 CG0386.and adjusted by the National Geodetic Survey in August 1993..
 CG0386.No horizontal observational check was made to the station.
 CG0386
 CG0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0386.The vertical order pertains to the NGVD 29 superseded value.
 CG0386
 CG0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0386
 CG0386.The geoid height was determined by GEOID03.
 CG0386
 CG0386;                    North         East     Units Scale Factor Converg.
 CG0386;SPC AZ C     -    68,222.524   295,410.039   MT  0.99998301   +0 27 11.9
 CG0386;SPC AZ C     -   223,827.18    969,193.04   iFT  0.99998301   +0 27 11.9
 CG0386;UTM  12      - 3,497,480.675   495,077.729   MT  0.99960030   -0 01 37.9
 CG0386
 CG0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0386!SPC AZ C     -   0.99984968  x   0.99998301  =   0.99983270
 CG0386!UTM  12      -   0.99984968  x   0.99960030  =   0.99945004
 CG0386
 CG0386|---------------------------------------------------------------------|
 CG0386| PID    Reference Object                     Distance      Geod. Az  |
 CG0386|                                                           dddmmss.s |
 CG0386| CG0387 CORI 2 RM 3                          10.019 METERS 17242     |
 CG0386| CG0388 CORI 2 RM 4                          34.677 METERS 23326     |
 CG0386|---------------------------------------------------------------------|
 CG0386
 CG0386                          SUPERSEDED SURVEY CONTROL
 CG0386
 CG0386  NAD 83(1986)-  31 36 44.79286(N)    111 03 06.81886(W) AD(       ) 3
 CG0386  NAD 27      -  31 36 44.47164(N)    111 03 04.48886(W) AD(       ) 3
 CG0386  NGVD 29 (03/28/06)  986.19   (m)         3235.5    (f) RESET       3  
 CG0386
 CG0386.Superseded values are not recommended for survey control.
 CG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0386.See file dsdata.txt to determine how the superseded data were derived.
 CG0386
 CG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9507897481(NAD 83)
 CG0386_MARKER: DS = TRIANGULATION STATION DISK
 CG0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0386_STAMPING: CORI 2 BM RESET 1967
 CG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0386+STABILITY: SURFACE MOTION
 CG0386
 CG0386  HISTORY     - Date     Condition        Report By
 CG0386  HISTORY     - 1967     MONUMENTED       CGS
 CG0386  HISTORY     - 1967     GOOD             CGS
 CG0386  HISTORY     - 1974     GOOD             LOCENG
 CG0386  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0386  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0386
 CG0386                          STATION DESCRIPTION
 CG0386
 CG0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RMS)
 CG0386'THE STATION IS AT TUBAC, ABOUT 41 MILES SOUTH OF TUCSON, AND
 CG0386'17 MILES NORTH OF NOGALES.  IT IS 286.5 FEET WEST-SOUTHWEST OF THE
 CG0386'SOUTHWEST CORNER OF THE TUBAC POST OFFICE, 197.0 FEET SOUTHWEST
 CG0386'OF THE SOUTHWEST CORNER OF A GASOLINE SERVICE STATION, 123.5 FEET
 CG0386'EAST OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 19, 70.5 FEET
 CG0386'SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC, 4.7
 CG0386'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 3.0
 CG0386'FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.
 CG0386'
 CG0386'THE STATION MARK, A STANDARD DISK STAMPED CORI 2 B.M. RESET 1967,
 CG0386'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10
 CG0386'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CG0386'GROUND.
 CG0386'
 CG0386'REFERENCE MARK 3, A STANDARD DISK STAMPED CORI 2 NO 3 B.M. RESET
 CG0386'1967, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 CG0386'10 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 CG0386'SURFACE.  IT IS 128.0 FEET EAST OF THE CENTER OF THE NORTHBOUND
 CG0386'LANE OF THE INTERSTATE HIGHWAY, 98.5 FEET SOUTH OF THE TUBAC
 CG0386'ACCESS ROAD, AND 3.0 FEET WEST OF A WOODEN WITNESS POST THAT IS 4
 CG0386'INCHES SQUARE AND PROJECTS 30 INCHES ABOVE THE GROUND.
 CG0386'
 CG0386'REFERENCE MARK 4, A STANDARD DISK STAMPED CORI 2 NO 4 B.M. RESET
 CG0386'1967, IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 CG0386'NORTHEAST RETAINING WALL OF THE CONCRETE BRIDGE BENEATH THE
 CG0386'NORTHBOUND LANE OF INTERSTATE HIGHWAY 19.  IT IS 144.0 FEET SOUTH
 CG0386'OF THE TUBAC ACCESS ROAD AND 23.0 FEET EAST OF THE CENTER OF THE
 CG0386'NORTHBOUND LANE OF THE INTERSTATE HIGHWAY.
 CG0386
 CG0386                          STATION RECOVERY (1967)
 CG0386
 CG0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CG0386'IN TUBAC.
 CG0386'AT TUBAC, 286.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CG0386'TUBAC POST OFFICE, 197.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CG0386'GASOLINE SERVICE STATION, 123.5 FEET EAST OF THE NORTH-BOUND LANE OF
 CG0386'INTERSTATE HIGHWAY 19, 70.5 FEET SOUTH OF THE CENTER OF THE ROAD INTO
 CG0386'TUBAC, 4.7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND
 CG0386'3.0 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK
 CG0386'IS A STANDARD TRIANGULATION STATION DISK, STAMPED CORI 2 B.M. RESET
 CG0386'1967, AND IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 CG0386'IN DIAMETER AT THE TOP AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CG0386'GROUND.
 CG0386
 CG0386                          STATION RECOVERY (1974)
 CG0386
 CG0386'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GVN)
 CG0386'RECOVERED BY ANAMAX MINING CO.
 CG0386'
 CG0386'DELETE REFERENCE TO POST OFFICE AND GAS STATION AND IS 30 FT
 CG0386'SOUTH OF R/W FENCE NOT 3.0.
 CG0386
 CG0386                          STATION RECOVERY (1979)
 CG0386
 CG0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0386'MARK NOT FOUND.
 CG0386
 CG0386                          STATION RECOVERY (1980)
 CG0386
 CG0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0386'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0387 ***********************************************************************
 CG0387  DESIGNATION -  CORI 2 RM 3
 CG0387  PID         -  CG0387
 CG0387  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0387  USGS QUAD   -  TUBAC (1981)
 CG0387
 CG0387                         *CURRENT SURVEY CONTROL
 CG0387  ___________________________________________________________________
 CG0387* NAD 83(1986)-  31 36 44.     (N)    111 03 06.     (W)     SCALED    
 CG0387* NAVD 88     -       986.94   (+/-2cm)    3238.0    (feet)  VERTCON   
 CG0387  ___________________________________________________________________
 CG0387  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0387
 CG0387  VERT ORDER  -  THIRD (See Below)
 CG0387
 CG0387.The horizontal coordinates were scaled from a topographic map and have
 CG0387.an estimated accuracy of +/- 6 seconds.
 CG0387
 CG0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0387.The vertical order pertains to the NGVD 29 superseded value.
 CG0387
 CG0387.The geoid height was determined by GEOID03.
 CG0387
 CG0387;                    North         East    Units  Estimated Accuracy
 CG0387;SPC AZ C     -    68,200.      295,430.      MT  (+/- 180 meters Scaled)
 CG0387
 CG0387                          SUPERSEDED SURVEY CONTROL
 CG0387
 CG0387  NGVD 29 (03/28/06)  986.12   (m)         3235.3    (f) RESET       3  
 CG0387
 CG0387.Superseded values are not recommended for survey control.
 CG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0387.See file dsdata.txt to determine how the superseded data were derived.
 CG0387
 CG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0387_MARKER: DR = REFERENCE MARK DISK
 CG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0387_STAMPING: CORI 2 NO 3 BM RESET 1967
 CG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0387+STABILITY: SURFACE MOTION
 CG0387
 CG0387  HISTORY     - Date     Condition        Report By
 CG0387  HISTORY     - 1967     MONUMENTED       CGS
 CG0387  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0387
 CG0387                          STATION DESCRIPTION
 CG0387
 CG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0387'IN TUBAC.
 CG0387'AT TUBAC, ABOUT 20 MILES NORTH OF NOGALES, 128.0 FEET EAST OF THE
 CG0387'CENTER OF THE NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 98.5 FEET
 CG0387'SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC, 32.870
 CG0387'FEET, OR 10.019 METERS, SOUTH OF TRIANGULATION STATION CORI 2 1967,
 CG0387'AND 3.0 FEET WEST OF A WOODEN WITNESS POST THAT IS 4 INCHES SQUARE AND
 CG0387'PROJECTS 30 INCHES ABOVE THE GROUND.  THE BENCH MARK IS A STANDARD
 CG0387'REFERENCE MARK DISK, STAMPED CORI 2 NO 3 B.M. RESET 1967, AND IS SET
 CG0387'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10 INCHES IN
 CG0387'DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0387
 CG0387                          STATION RECOVERY (1980)
 CG0387
 CG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0387'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0388 ***********************************************************************
 CG0388  DESIGNATION -  CORI 2 RM 4
 CG0388  PID         -  CG0388
 CG0388  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0388  USGS QUAD   -  TUBAC (1981)
 CG0388
 CG0388                         *CURRENT SURVEY CONTROL
 CG0388  ___________________________________________________________________
 CG0388* NAD 83(1986)-  31 36 44.     (N)    111 03 06.     (W)     SCALED    
 CG0388* NAVD 88     -       987.17   (+/-2cm)    3238.7    (feet)  VERTCON   
 CG0388  ___________________________________________________________________
 CG0388  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0388
 CG0388  VERT ORDER  -  THIRD (See Below)
 CG0388
 CG0388.The horizontal coordinates were scaled from a topographic map and have
 CG0388.an estimated accuracy of +/- 6 seconds.
 CG0388
 CG0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0388.The vertical order pertains to the NGVD 29 superseded value.
 CG0388
 CG0388.The geoid height was determined by GEOID03.
 CG0388
 CG0388;                    North         East    Units  Estimated Accuracy
 CG0388;SPC AZ C     -    68,200.      295,430.      MT  (+/- 180 meters Scaled)
 CG0388
 CG0388                          SUPERSEDED SURVEY CONTROL
 CG0388
 CG0388  NGVD 29 (03/28/06)  986.35   (m)         3236.1    (f) RESET       3  
 CG0388
 CG0388.Superseded values are not recommended for survey control.
 CG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0388.See file dsdata.txt to determine how the superseded data were derived.
 CG0388
 CG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0388_MARKER: DR = REFERENCE MARK DISK
 CG0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0388_SP_SET: BRIDGE
 CG0388_STAMPING: CORI 2 NO 4 BM RESET 1967
 CG0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0388
 CG0388  HISTORY     - Date     Condition        Report By
 CG0388  HISTORY     - 1967     MONUMENTED       CGS
 CG0388  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0388
 CG0388                          STATION DESCRIPTION
 CG0388
 CG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0388'IN TUBAC.
 CG0388'AT TUBAC, ABOUT 20 MILES NORTH OF NOGALES, CEMENTED IN A DRILL HOLE IN
 CG0388'THE NORTHEAST CORNER OF THE NORTHEAST RETAINING WALL OF THE CONCRETE
 CG0388'BRIDGE BENEATH THE NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 144.0
 CG0388'FEET SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC,
 CG0388'113.770 FEET, OR 34.677 METERS, SOUTHWEST OF TRIANGULATION STATION
 CG0388'CORI 2 1967, AND 23.0 FEET EAST OF THE CENTER OF THE NORTH-BOUND LANE
 CG0388'OF THE HIGHWAY.  THE BENCH MARK IS A STANDARD REFERENCE MARK DISK,
 CG0388'STAMPED CORI 2 NO 4 B.M. RESET 1967.
 CG0388
 CG0388                          STATION RECOVERY (1980)
 CG0388
 CG0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0388'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0796 ***********************************************************************
 DT0796  DESIGNATION -  CORN
 DT0796  PID         -  DT0796
 DT0796  STATE/COUNTY-  AZ/APACHE
 DT0796  USGS QUAD   -  BONITO PRAIRIE (1978)
 DT0796
 DT0796                         *CURRENT SURVEY CONTROL
 DT0796  ___________________________________________________________________
 DT0796* NAD 83(1992)-  33 39 54.45919(N)    109 53 26.63076(W)     ADJUSTED  
 DT0796* NAVD 88     -      1853.51   (+/-2cm)    6081.1    (feet)  VERTCON   
 DT0796  ___________________________________________________________________
 DT0796  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DT0796  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DT0796
 DT0796  HORZ ORDER  -  THIRD
 DT0796  VERT ORDER  -  THIRD ? (See Below)
 DT0796
 DT0796.The horizontal coordinates were established by classical geodetic methods
 DT0796.and adjusted by the National Geodetic Survey in August 1993..
 DT0796
 DT0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0796.The vertical order pertains to the NGVD 29 superseded value.
 DT0796
 DT0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0796
 DT0796.The geoid height was determined by GEOID03.
 DT0796
 DT0796;                    North         East     Units Scale Factor Converg.
 DT0796;SPC AZ E     -   295,547.883   238,949.355   MT  0.99990807   +0 09 10.7
 DT0796;SPC AZ E     -   969,645.29    783,954.58   iFT  0.99990807   +0 09 10.7
 DT0796;UTM  12      - 3,725,578.894   602,841.328   MT  0.99973039   +0 36 53.9
 DT0796
 DT0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0796!SPC AZ E     -   0.99971292  x   0.99990807  =   0.99962101
 DT0796!UTM  12      -   0.99971292  x   0.99973039  =   0.99944338
 DT0796
 DT0796:                Primary Azimuth Mark                     Grid Az
 DT0796:SPC AZ E     -  ODART LOOKOUT TOWER                      072 23 47.9
 DT0796:UTM  12      -  ODART LOOKOUT TOWER                      071 56 04.7
 DT0796
 DT0796|---------------------------------------------------------------------|
 DT0796| PID    Reference Object                     Distance      Geod. Az  |
 DT0796|                                                           dddmmss.s |
 DT0796| DT0794 ODART LOOKOUT TOWER                 APPROX.23.5 KM 0723258.6 |
 DT0796| CD2702 CORN RM 2                            12.916 METERS 23559     |
 DT0796| CD2701 CORN RM 1                            10.146 METERS 32544     |
 DT0796| CD2700 CORN AZ MK                                         3283719.3 |
 DT0796|---------------------------------------------------------------------|
 DT0796
 DT0796                          SUPERSEDED SURVEY CONTROL
 DT0796
 DT0796  NAD 83(1986)-  33 39 54.45583(N)    109 53 26.63331(W) AD(       ) 3
 DT0796  NAD 27      -  33 39 54.27400(N)    109 53 24.29890(W) AD(       ) 3
 DT0796  NGVD 29 (07/19/86) 1852.71   (m)         6078.4    (f) LEVELING    3  
 DT0796
 DT0796.Superseded values are not recommended for survey control.
 DT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0796.See file dsdata.txt to determine how the superseded data were derived.
 DT0796
 DT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0284125579(NAD 83)
 DT0796_MARKER: DS = TRIANGULATION STATION DISK
 DT0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0796
 DT0796  HISTORY     - Date     Condition        Report By
 DT0796  HISTORY     - 1958     MONUMENTED       CGS
 DT0796  HISTORY     - 1960     GOOD             CGS
 DT0796  HISTORY     - 1966     GOOD             AMS
 DT0796  HISTORY     - 1967     GOOD             USGS
 DT0796
 DT0796                          STATION DESCRIPTION
 DT0796
 DT0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0796'THE STATION IS LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF MAVERICK
 DT0796'AND 13 MILES SOUTH-SOUTHEAST OF WHITERIVER ON THE CREST OF A
 DT0796'LARGE GRASS COVERED MESA, 25 FEET EAST OF THE CENTER OF A GRADED
 DT0796'ROAD, 5 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET EAST OF A
 DT0796'FENCE.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 DT0796'CORN 1958.
 DT0796'
 DT0796'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF THE ROAD
 DT0796'AND 1 FOOT EAST OF THE FENCE.  IT IS A FLUSH MARK AND IS STAMPED
 DT0796'CORN NO 1 1958.
 DT0796'
 DT0796'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE CENTER OF THE ROAD.
 DT0796'THE MARK PROJECTS 8 INCHES AND IS STAMPED CORN NO 2 1958.
 DT0796'
 DT0796'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DT0796'NO. 2 IS 53.8 FEET.
 DT0796'
 DT0796'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF THE ROAD, 1
 DT0796'FOOT WEST OF A STEEL TELEPHONE POLE AND 1 FOOT SOUTH OF A
 DT0796'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND IS STAMPED CORN
 DT0796'1958.
 DT0796'
 DT0796'TO REACH THE STATION FROM THE MAIN CROSS STREET AND POST OFFICE
 DT0796'IN WHITERIVER, GO SOUTH ON STATE HIGHWAY 73 FOR 3.7 MILES TO
 DT0796'A SIDE ROAD LEFT, AT SISSONS STORE.  TURN LEFT ON THE SIDE ROAD,
 DT0796'PASSING THROUGH FORT APACHE, AND GO 2.45 MILES TO A SIDE ROAD
 DT0796'RIGHT AND A SIGN, MAVERICK, TONTO LAKE.  TURN RIGHT ON THE SIDE
 DT0796'ROAD AND FOLLOW IT FOR 11.9 MILES TO THE TOP OF A HILL AND THE
 DT0796'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 DT0796'AHEAD ON THE GRADED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT
 DT0796'AND THE SIGN, MAVERICK LOGGING CAMP 26 MILES.  CONTINUE
 DT0796'STRAIGHT AHEAD ON THE GRADED ROAD FOR 0.15 MILE TO THE CREST OF
 DT0796'THE MESA AND THE STATION ON THE LEFT AS DESCRIBED.
 DT0796
 DT0796                          STATION RECOVERY (1960)
 DT0796
 DT0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0796'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 DT0796'AS DESCRIBED IN 1958 AND ALL MARKS WERE FOUND TO BE IN GOOD
 DT0796'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DT0796
 DT0796                          STATION RECOVERY (1966)
 DT0796
 DT0796'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DT0796'STATION CORN IS LOCATED APPROXIMATELY 13.0 AIRMILES (SE) OF
 DT0796'WHITERIVER, ARIZONA AND APPROXIMATELY 21.0 AIRMILES (SSW) OF
 DT0796'MAVERICK, ARIZONA ON THE TOP OF A GRASS COVERED PLAIN.
 DT0796'
 DT0796'TO REACH FROM WHITERIVER POST OFFICE TRAVEL 3.8 MI (S) ON
 DT0796'HWY 73 TO INTERSECTION WITH FT APACHE ROAD, TURN LEFT (E) ON
 DT0796'FT APACHE ROAD AND GO 2.4 MI TO SEVEN MILE HILL ROAD ON RIGHT
 DT0796'(S), TURN RIGHT ON SEVEN MILE HILL ROAD AND GO 11.9 MI TO T
 DT0796'ROAD JUNCTION ON LEFT (E), CONTINUE ON (S) FOR 0.15 MI TO STATION
 DT0796'SITE.
 DT0796'
 DT0796'THE STATION IS A STANDARD USC AND GS BRONZE TRIANGULATION DISK
 DT0796'STAMPED CORN 1958, SET IN CONCRETE AND FLUSH WITH THE TOP OF
 DT0796'THE GROUND.  STATION IS MARKED BY A WITNESS POST AND IS 15 FT (E)
 DT0796'OF THE ROAD AND 2 FT (E) OF A FENCE.
 DT0796'
 DT0796'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN CONCRETE
 DT0796'FLUSH WITH THE GROUND AND STAMPED CORN NO 1 1958.  FROM THE
 DT0796'STATION IT IS (NW) ON A MAG AZ OF 326 DEG AT A DISTANCE OF
 DT0796'10.1455M AND A DE OF -0.17 FT.
 DT0796'
 DT0796'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN CONCRETE
 DT0796'PROTRUDING 6 IN AND STAMPED CORN NO 2 1958.  FROM THE STATION IT
 DT0796'IS (SW) ON A MAG AZ OF 236 DEG AT A DISTANCE OF 12.9145M AND A
 DT0796'DE OF 0.00.
 DT0796'
 DT0796'THE AZ MK IS A STANDARD USC AND GS BRONZE AZ MK DISK STAMPED CORN
 DT0796'1958.  IT IS LOCATED 0.4 MI (NNW) (330 DEG MAG AZ) OF STATION
 DT0796'CORN.  THE AZ MK IS APPROXIMATELY 17 FT (W) OF THE ROAD
 DT0796'CENTERLINE AND IS MARKED BY A WITNESS POST.
 DT0796'
 DT0796'THE CONDITION OF ALL MARKS IS EXCELLENT.
 DT0796'
 DT0796'VIEW IN ALL DIRECTIONS FROM TRIPOD HEIGHT IS UNOBSTRUCTED, BUT
 DT0796'LIMITED DUE TO THE FLAT TERRAIN.
 DT0796
 DT0796                          STATION RECOVERY (1967)
 DT0796
 DT0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (TKB)
 DT0796'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0611 ***********************************************************************
 FP0611  DESIGNATION -  CORN
 FP0611  PID         -  FP0611
 FP0611  STATE/COUNTY-  AZ/APACHE
 FP0611  USGS QUAD   -  CORNFIELDS (1972)
 FP0611
 FP0611                         *CURRENT SURVEY CONTROL
 FP0611  ___________________________________________________________________
 FP0611* NAD 83(1992)-  35 42 19.16813(N)    109 40 53.28179(W)     ADJUSTED  
 FP0611* NAVD 88     -      2089.5    (meters)    6855.     (feet)  VERTCON   
 FP0611  ___________________________________________________________________
 FP0611  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FP0611  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FP0611
 FP0611  HORZ ORDER  -  SECOND
 FP0611
 FP0611.The horizontal coordinates were established by classical geodetic methods
 FP0611.and adjusted by the National Geodetic Survey in August 1993..
 FP0611
 FP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0611
 FP0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0611
 FP0611.The geoid height was determined by GEOID03.
 FP0611
 FP0611;                    North         East     Units Scale Factor Converg.
 FP0611;SPC AZ E     -   521,928.560   257,265.324   MT  0.99992375   +0 16 59.4
 FP0611;SPC AZ E     - 1,712,364.04    844,046.34   iFT  0.99992375   +0 16 59.4
 FP0611;UTM  12      - 3,952,066.520   619,280.138   MT  0.99977532   +0 46 10.6
 FP0611
 FP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0611!SPC AZ E     -   0.99967545  x   0.99992375  =   0.99959922
 FP0611!UTM  12      -   0.99967545  x   0.99977532  =   0.99945084
 FP0611
 FP0611|---------------------------------------------------------------------|
 FP0611| PID    Reference Object                     Distance      Geod. Az  |
 FP0611|                                                           dddmmss.s |
 FP0611| CD3291 CORN RM 2                            10.470 METERS 01256     |
 FP0611| FP0610 EL PASO WATER TANK                  APPROX.17.2 KM 1930650.8 |
 FP0611| CD3290 CORN RM 1                             7.597 METERS 23915     |
 FP0611|---------------------------------------------------------------------|
 FP0611
 FP0611                          SUPERSEDED SURVEY CONTROL
 FP0611
 FP0611  NAD 83(1986)-  35 42 19.16857(N)    109 40 53.28263(W) AD(       ) 2
 FP0611  NAD 27      -  35 42 19.12664(N)    109 40 50.89060(W) AD(       ) 2
 FP0611  NGVD 29 (07/19/86) 2088.6    (m)         6852.     (f) VERT ANG       
 FP0611
 FP0611.Superseded values are not recommended for survey control.
 FP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0611.See file dsdata.txt to determine how the superseded data were derived.
 FP0611
 FP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1928052067(NAD 83)
 FP0611_MARKER: DD = SURVEY DISK
 FP0611_SETTING: 0 = UNSPECIFIED SETTING
 FP0611
 FP0611  HISTORY     - Date     Condition        Report By
 FP0611  HISTORY     - 1972     MONUMENTED       USGS
 FP0611
 FP0611                          STATION DESCRIPTION
 FP0611
 FP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0611'RM 1-RM 2 NOT MEASURED.
 FP0611'
 FP0611'LOCATED 13.0 MI NE. OF GREASEWOOD. ABOUT 13.0 MI W. OF GANADO. ABOUT
 FP0611'10.0 MI E. OF TOYEI. ON A SMALL SANDY TOP ON A N.-S. RIDGE THAT
 FP0611'BREAKS OFF SHARPLY TO THE E.
 FP0611'
 FP0611'TO REACH FROM THE JCT. OF STATE ROUTES 264 AND 63 AT GANADO, PROCEED
 FP0611'W. ON STATE ROUTES 264 AND 63 FOR 5.5 MI TO JCT. OF STATE ROUTE 63
 FP0611'N. TO CHINLE AND PAVED RD. S. TO GREASEWOOD. CONTINUE W. ON STATE
 FP0611'ROUTE 264 FOR 4.4 MI TO T-RD. S. TURN LEFT AND FOLLOW DIRT RD. S.
 FP0611'FOR 0.4 MI TO Y-RD. TAKE LEFT FORK FOR 1.9 MI TO Y-RD. TAKE LEFT
 FP0611'FORK FOR 0.1 MI TO Y-RD. TAKE RIGHT FORK FOR 1.1 MI TO T-RD. E.
 FP0611'CONTINUE S. 2.1 MI TO DIM RD. E. AND BUILDING S. TURN LEFT ON DIM
 FP0611'RD. E. ALONG FENCE LINE FOR 0.15 MI TO Y-RD. TAKE LEFT FORK FOR 0.35
 FP0611'MI TO Y-RD. TAKE RIGHT FORK FOR 1.2 MI. TURN SE.
 FP0611'CROSS-COUNTRY FOR 0.2 MI TO SMALL SANDY TOP ON RIDGE AND STATION
 FP0611'MARK.
 FP0611'
 FP0611'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CORN 1972 SET
 FP0611'IN A CONC. POST PROJECTING 0.6 FT.
 FP0611'
 FP0611'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0611'STAMPED CORN NO 1 1972 SET IN A CONC. POST PROJECTING 0.3 FT AND 3.8
 FP0611'FT BELOW STATION MARK.
 FP0611'
 FP0611'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0611'STAMPED CORN NO 2 1972 SET IN A CONC. POST PROJECTING 0.5 FT AND
 FP0611'3.1 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0486 ***********************************************************************
 GP0486  DESIGNATION -  CORN
 GP0486  PID         -  GP0486
 GP0486  STATE/COUNTY-  AZ/COCONINO
 GP0486  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0486
 GP0486                         *CURRENT SURVEY CONTROL
 GP0486  ___________________________________________________________________
 GP0486* NAD 83(1992)-  36 29 17.86924(N)    111 34 37.90415(W)     ADJUSTED  
 GP0486* NAVD 88     -      1702.6    (meters)    5586.     (feet)  VERTCON   
 GP0486  ___________________________________________________________________
 GP0486  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GP0486  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0486
 GP0486  HORZ ORDER  -  SECOND
 GP0486
 GP0486.The horizontal coordinates were established by classical geodetic methods
 GP0486.and adjusted by the National Geodetic Survey in August 1993..
 GP0486
 GP0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0486
 GP0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0486
 GP0486.The geoid height was determined by GEOID03.
 GP0486
 GP0486;                    North         East     Units Scale Factor Converg.
 GP0486;SPC AZ C     -   608,744.215   243,775.174   MT  0.99991139   +0 12 06.7
 GP0486;SPC AZ C     - 1,997,192.31    799,787.32   iFT  0.99991139   +0 12 06.7
 GP0486;UTM  12      - 4,038,264.799   448,301.060   MT  0.99963293   -0 20 35.7
 GP0486
 GP0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0486!SPC AZ C     -   0.99973643  x   0.99991139  =   0.99964784
 GP0486!UTM  12      -   0.99973643  x   0.99963293  =   0.99936945
 GP0486
 GP0486|---------------------------------------------------------------------|
 GP0486| PID    Reference Object                     Distance      Geod. Az  |
 GP0486|                                                           dddmmss.s |
 GP0486| CR7961 CORN RM 1                            12.175 METERS 25224     |
 GP0486| CR7962 CORN RM 2                            12.176 METERS 34404     |
 GP0486| GP0509 TANNER                              APPROX. 2.1 KM 3441311.6 |
 GP0486|---------------------------------------------------------------------|
 GP0486
 GP0486                          SUPERSEDED SURVEY CONTROL
 GP0486
 GP0486  NAD 83(1986)-  36 29 17.86834(N)    111 34 37.89980(W) AD(       ) 2
 GP0486  NGVD 29 (07/12/88) 1701.6    (m)         5583.     (f) VERT ANG       
 GP0486
 GP0486.Superseded values are not recommended for survey control.
 GP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0486.See file dsdata.txt to determine how the superseded data were derived.
 GP0486
 GP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4830138265(NAD 83)
 GP0486_MARKER: DS = TRIANGULATION STATION DISK
 GP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0486+STABILITY: SURFACE MOTION
 GP0486
 GP0486  HISTORY     - Date     Condition        Report By
 GP0486  HISTORY     - 1983     MONUMENTED       AZDT
 GP0486  HISTORY     - 19931203 GOOD             USPSQD
 GP0486
 GP0486                          STATION DESCRIPTION
 GP0486
 GP0486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0486'THE STATION IS LOCATED 30 MILES SOUTHWEST OF PAGE, 7 MILES NORTHWEST
 GP0486'OF CEDAR RIDE AND ALONG U.S. HIGHWAY 89.
 GP0486'
 GP0486'THE STATION MARK IS AN AZDT DISK STAMPED---CORN 1983---.  IT IS SET IN
 GP0486'TOP OF A 10 INCH CONCRETE MONUMENT 100 FEET WEST OF THE CENTER LINE OF
 GP0486'THE HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 GP0486'
 GP0486'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORN RM 1 1983---.  IT IS
 GP0486'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0486'
 GP0486'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORN RM 2 1983---.  IT IS
 GP0486'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0486'
 GP0486'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0486'ELM STREET 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL WEST
 GP0486'FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT
 GP0486'AND TRAVEL SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S.
 GP0486'HIGHWAYS 89 AND 89 ALT.  TURN LEFT AND TRAVEL SOUTH FOR 11.55 MILES TO
 GP0486'MILE POST 512.5 AND THE STATION ON THE RIGHT.
 GP0486
 GP0486                          STATION RECOVERY (1993)
 GP0486
 GP0486'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0843 ***********************************************************************
 CG0843  DESIGNATION -  CORN 2 RM 3
 CG0843  PID         -  CG0843
 CG0843  STATE/COUNTY-  AZ/COCHISE
 CG0843  USGS QUAD   -  MESCAL (1983)
 CG0843
 CG0843                         *CURRENT SURVEY CONTROL
 CG0843  ___________________________________________________________________
 CG0843* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0843* NAVD 88     -      1286.251  (meters)    4219.98   (feet)  ADJUSTED  
 CG0843  ___________________________________________________________________
 CG0843  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0843  DYNAMIC HT  -        1284.321 (meters)    4213.64  (feet)  COMP
 CG0843  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0843
 CG0843  VERT ORDER  -  FIRST     CLASS II
 CG0843
 CG0843.The horizontal coordinates were scaled from a topographic map and have
 CG0843.an estimated accuracy of +/- 6 seconds.
 CG0843
 CG0843.The orthometric height was determined by differential leveling
 CG0843.and adjusted by the National Geodetic Survey in June 1991..
 CG0843
 CG0843.The geoid height was determined by GEOID03.
 CG0843
 CG0843.The dynamic height is computed by dividing the NAVD 88
 CG0843.geopotential number by the normal gravity value computed on the
 CG0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0843.degrees latitude (g = 980.6199 gals.).
 CG0843
 CG0843.The modeled gravity was interpolated from observed gravity values.
 CG0843
 CG0843;                    North         East    Units  Estimated Accuracy
 CG0843;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0843
 CG0843                          SUPERSEDED SURVEY CONTROL
 CG0843
 CG0843.No superseded survey control is available for this station.
 CG0843
 CG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0843_MARKER: DR = REFERENCE MARK DISK
 CG0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0843_SP_SET: CONCRETE POST
 CG0843_STAMPING: CORN 2 1964 RM NO 3 1964
 CG0843_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0843+STABILITY: SURFACE MOTION
 CG0843
 CG0843  HISTORY     - Date     Condition        Report By
 CG0843  HISTORY     - 1964     MONUMENTED       AZHD
 CG0843  HISTORY     - 1979     GOOD             NGS
 CG0843
 CG0843                          STATION DESCRIPTION
 CG0843
 CG0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0843'6.5 MI WEST FROM BENSON.
 CG0843'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0843'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299, 95 FEET SOUTH
 CG0843'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 25 FEET EAST OF
 CG0843'THE STATION AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0843'THE MARK IS 25 FT  E FROM A WITNESS POST.
 CG0843'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0842 ***********************************************************************
 CG0842  DESIGNATION -  CORN 2 RM 4
 CG0842  PID         -  CG0842
 CG0842  STATE/COUNTY-  AZ/COCHISE
 CG0842  USGS QUAD   -  MESCAL (1983)
 CG0842
 CG0842                         *CURRENT SURVEY CONTROL
 CG0842  ___________________________________________________________________
 CG0842* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0842* NAVD 88     -      1286.659  (meters)    4221.31   (feet)  ADJUSTED  
 CG0842  ___________________________________________________________________
 CG0842  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0842  DYNAMIC HT  -        1284.728 (meters)    4214.98  (feet)  COMP
 CG0842  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0842
 CG0842  VERT ORDER  -  FIRST     CLASS II
 CG0842
 CG0842.The horizontal coordinates were scaled from a topographic map and have
 CG0842.an estimated accuracy of +/- 6 seconds.
 CG0842
 CG0842.The orthometric height was determined by differential leveling
 CG0842.and adjusted by the National Geodetic Survey in June 1991..
 CG0842
 CG0842.The geoid height was determined by GEOID03.
 CG0842
 CG0842.The dynamic height is computed by dividing the NAVD 88
 CG0842.geopotential number by the normal gravity value computed on the
 CG0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0842.degrees latitude (g = 980.6199 gals.).
 CG0842
 CG0842.The modeled gravity was interpolated from observed gravity values.
 CG0842
 CG0842;                    North         East    Units  Estimated Accuracy
 CG0842;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0842
 CG0842                          SUPERSEDED SURVEY CONTROL
 CG0842
 CG0842.No superseded survey control is available for this station.
 CG0842
 CG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0842_MARKER: DR = REFERENCE MARK DISK
 CG0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0842_SP_SET: CONCRETE POST
 CG0842_STAMPING: CORN 2 1964 RM NO 4 1964
 CG0842_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0842+STABILITY: SURFACE MOTION
 CG0842
 CG0842  HISTORY     - Date     Condition        Report By
 CG0842  HISTORY     - 1964     MONUMENTED       AZHD
 CG0842  HISTORY     - 1979     GOOD             NGS
 CG0842
 CG0842                          STATION DESCRIPTION
 CG0842
 CG0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0842'6.5 MI WEST FROM BENSON.
 CG0842'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0842'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299, 95 FEET SOUTH
 CG0842'OF THE CENTERLINE OF THE EAST BOUND LANES OF I 10, 30 FEET
 CG0842'WEST OF THE STATION
 CG0842'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0842'THE MARK IS 30 FT  W FROM A WITNESS POST.
 CG0842'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0061 ***********************************************************************
 CG0061  DESIGNATION -  CORN RESET
 CG0061  PID         -  CG0061
 CG0061  STATE/COUNTY-  AZ/COCHISE
 CG0061  USGS QUAD   -  MESCAL (1983)
 CG0061
 CG0061                         *CURRENT SURVEY CONTROL
 CG0061  ___________________________________________________________________
 CG0061* NAD 83(1992)-  31 57 45.50257(N)    110 24 29.81352(W)     ADJUSTED  
 CG0061* NAVD 88     -      1286.245  (meters)    4219.96   (feet)  ADJUSTED  
 CG0061  ___________________________________________________________________
 CG0061  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CG0061  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0061  DYNAMIC HT  -        1284.315 (meters)    4213.62  (feet)  COMP
 CG0061  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0061  OBS GRAVITY -     979,094.7   (mgal)                       GRAV_OBS
 CG0061
 CG0061  HORZ ORDER  -  THIRD
 CG0061  VERT ORDER  -  FIRST     CLASS II
 CG0061
 CG0061.The horizontal coordinates were established by classical geodetic methods
 CG0061.and adjusted by the National Geodetic Survey in August 1993..
 CG0061.No horizontal observational check was made to the station.
 CG0061
 CG0061.The orthometric height was determined by differential leveling
 CG0061.and adjusted by the National Geodetic Survey in June 1991..
 CG0061
 CG0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0061
 CG0061.The geoid height was determined by GEOID03.
 CG0061
 CG0061.The dynamic height is computed by dividing the NAVD 88
 CG0061.geopotential number by the normal gravity value computed on the
 CG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0061.degrees latitude (g = 980.6199 gals.).
 CG0061
 CG0061.The modeled gravity was interpolated from observed gravity values.
 CG0061.The observed gravity was obtained from relative gravimeter ties
 CG0061.to the IGSN71 gravity network.
 CG0061
 CG0061;                    North         East     Units Scale Factor Converg.
 CG0061;SPC AZ E     -   106,750.165   190,522.053   MT  0.99990643   -0 07 40.5
 CG0061;SPC AZ E     -   350,230.20    625,072.35   iFT  0.99990643   -0 07 40.5
 CG0061;SPC AZ C     -   107,718.350   355,942.852   MT  1.00015065   +0 47 55.0
 CG0061;SPC AZ C     -   353,406.66  1,167,791.51   iFT  1.00015065   +0 47 55.0
 CG0061;UTM  12      - 3,536,447.432   555,914.063   MT  0.99963856   +0 18 47.7
 CG0061
 CG0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0061!SPC AZ E     -   0.99980244  x   0.99990643  =   0.99970889
 CG0061!SPC AZ C     -   0.99980244  x   1.00015065  =   0.99995306
 CG0061!UTM  12      -   0.99980244  x   0.99963856  =   0.99944108
 CG0061
 CG0061                          SUPERSEDED SURVEY CONTROL
 CG0061
 CG0061  NAD 83(1986)-  31 57 45.49770(N)    110 24 29.81109(W) AD(       ) 3
 CG0061  NAD 27      -  31 57 45.19570(N)    110 24 27.54490(W) AD(       ) 3
 CG0061
 CG0061.Superseded values are not recommended for survey control.
 CG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0061.See file dsdata.txt to determine how the superseded data were derived.
 CG0061
 CG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5591436447(NAD 83)
 CG0061_MARKER: DB = BENCH MARK DISK
 CG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0061_STAMPING: CORN 1960 RESET 1964
 CG0061_PROJECTION: PROJECTING
 CG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0061+STABILITY: SURFACE MOTION
 CG0061
 CG0061  HISTORY     - Date     Condition        Report By
 CG0061  HISTORY     - 1964     MONUMENTED       AZHD
 CG0061  HISTORY     - 1964     GOOD             CGS
 CG0061  HISTORY     - 1973     GOOD             NGS
 CG0061  HISTORY     - 1979     GOOD             NGS
 CG0061
 CG0061                          STATION DESCRIPTION
 CG0061
 CG0061'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CG0061'6.7 MI W FROM BENSON.
 CG0061'THE BENCH MARK IS LOCATED 6.7 MILES WEST OF THE POST OFFICE IN BENSON,
 CG0061'ALONG THE SOUTH SIDE OF THE EASTBOUND ROADWAY OF INTERSTATE HIGHWAY 10
 CG0061'(US HIGHWAY 80) AND 4.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE. THE MARK
 CG0061'IS A STANDARD COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK,
 CG0061'STAMPED CORN 1960 RESET 1964, SET IN THE TOP OF A CONCRETE MONUMENT
 CG0061'WHICH IS 12 INCHES SQUARE AT THE TOP.
 CG0061
 CG0061                          STATION RECOVERY (1964)
 CG0061
 CG0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHT)
 CG0061'THE STATION IS ABOUT 6-1/2 MILES WEST OF BENSON, NEAR THE SOUTH
 CG0061'R/W FENCE.
 CG0061'
 CG0061'TO REACH THE STATION FROM BENSON, GO WEST ON U.S. 80 FOR 6.70
 CG0061'MILES TO THE STATION.
 CG0061'
 CG0061'THE STATION MARK STAMPED CORN 1960-RESET 1964 IS A STANDARD DISK
 CG0061'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  IT IS 4-1/2
 CG0061'FEET NORTH OF THE R/W FENCE ON THE SOUTH SIDE OF U.S. 80 AND THE
 CG0061'SAME DISTANCE AND DIRECTION FROM A WITNESS POST.
 CG0061'
 CG0061'REFERENCE MARK NO. 3 STAMPED CORN 1964, R.M. 3 1964, IS A STANDARD
 CG0061'DISK SET IN THE TOP OF A 9 IN IN DIAMETER CONCRETE POST THAT
 CG0061'PROJECTS 9 INCHES.  IT IS EAST OF THE STATION AND JUST NORTH OF
 CG0061'THE R/W FENCE.
 CG0061'
 CG0061'REFERENCE MARK NO. 4 STAMPED CORN 1964, R.M. 4 1964, IS A STANDARD
 CG0061'DISK, SET IN THE TOP OF A 9 IN IN DIAMETER CONCRETE POST THAT
 CG0061'PROJECTS 9 INCHES.  IT IS WEST OF THE STATION AND JUST NORTH OF
 CG0061'THE R/W FENCE.
 CG0061'
 CG0061'NOTE--THE OLD STATION WAS DUG OUT AND REUSED WITH THE ADDITIONAL
 CG0061'STAMPING.  THE REFERENCE MARKS ARE NEW.
 CG0061'
 CG0061'TRIANGULATION STATION CORNFIELD 1960 CAN BE USED AS THE AZIMUTH
 CG0061'MARK.
 CG0061
 CG0061                          STATION RECOVERY (1973)
 CG0061
 CG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG0061'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN THE
 CG0061'DESCRIBED AREA IN GOOD CONDITION.  THE ROUTE TO THE STATION IS
 CG0061'ADEQUATE.
 CG0061'
 CG0061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 CG0061'WEST OF BENSON
 CG0061
 CG0061                          STATION RECOVERY (1979)
 CG0061
 CG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0061'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0061'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299 AND ACROSS THE
 CG0061'INTERSTATE FROM A ONE STORY ADOBE BRICK RANCH HOUSE,
 CG0061'97.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES,
 CG0061'112 FEET EAST OF A
 CG0061'TELEPHONE CABLE SERVICE BOX AND 3.5 FEET NORTH OF THE RIGHT-OF-WAY
 CG0061'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0062 ***********************************************************************
 CG0062  DESIGNATION -  CORN RM 1
 CG0062  PID         -  CG0062
 CG0062  STATE/COUNTY-  AZ/COCHISE
 CG0062  USGS QUAD   -  MESCAL (1983)
 CG0062
 CG0062                         *CURRENT SURVEY CONTROL
 CG0062  ___________________________________________________________________
 CG0062* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0062* NAVD 88     -      1286.00   (+/-2cm)    4219.2    (feet)  VERTCON   
 CG0062  ___________________________________________________________________
 CG0062  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0062
 CG0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0062
 CG0062.The horizontal coordinates were scaled from a topographic map and have
 CG0062.an estimated accuracy of +/- 6 seconds.
 CG0062
 CG0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0062.The vertical order pertains to the NGVD 29 superseded value.
 CG0062
 CG0062.The geoid height was determined by GEOID03.
 CG0062
 CG0062;                    North         East    Units  Estimated Accuracy
 CG0062;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0062
 CG0062                          SUPERSEDED SURVEY CONTROL
 CG0062
 CG0062  NGVD 29 (??/??/92) 1285.173  (m)         4216.44   (f) ADJ UNCH    2 0
 CG0062
 CG0062.Superseded values are not recommended for survey control.
 CG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0062.See file dsdata.txt to determine how the superseded data were derived.
 CG0062
 CG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0062_MARKER: DR = REFERENCE MARK DISK
 CG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0062_STAMPING: CORN NO 1 1960
 CG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0062+STABILITY: SURFACE MOTION
 CG0062
 CG0062  HISTORY     - Date     Condition        Report By
 CG0062  HISTORY     - 1960     MONUMENTED       CGS
 CG0062  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0062
 CG0062                          STATION DESCRIPTION
 CG0062
 CG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0062'6.7 MI W FROM BENSON.
 CG0062'6.7 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0062'80, 55.0 FEET NORTH OF THE CENTER OF THE EASTBOUND LANE, 54.0 FEET
 CG0062'SOUTH OF THE CENTER OF THE WESTBOUND LANE, OF THE HIGHWAY, SET IN THE
 CG0062'TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CG0062
 CG0062                          STATION RECOVERY (1979)
 CG0062
 CG0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0062'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0059 ***********************************************************************
 CG0059  DESIGNATION -  CORN RM 2
 CG0059  PID         -  CG0059
 CG0059  STATE/COUNTY-  AZ/COCHISE
 CG0059  USGS QUAD   -  MESCAL (1983)
 CG0059
 CG0059                         *CURRENT SURVEY CONTROL
 CG0059  ___________________________________________________________________
 CG0059* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0059* NAVD 88     -      1286.14   (+/-2cm)    4219.6    (feet)  VERTCON   
 CG0059  ___________________________________________________________________
 CG0059  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0059
 CG0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0059
 CG0059.The horizontal coordinates were scaled from a topographic map and have
 CG0059.an estimated accuracy of +/- 6 seconds.
 CG0059
 CG0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0059.The vertical order pertains to the NGVD 29 superseded value.
 CG0059
 CG0059.The geoid height was determined by GEOID03.
 CG0059
 CG0059;                    North         East    Units  Estimated Accuracy
 CG0059;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0059
 CG0059                          SUPERSEDED SURVEY CONTROL
 CG0059
 CG0059  NGVD 29 (??/??/92) 1285.305  (m)         4216.87   (f) ADJ UNCH    2 0
 CG0059
 CG0059.Superseded values are not recommended for survey control.
 CG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0059.See file dsdata.txt to determine how the superseded data were derived.
 CG0059
 CG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0059_MARKER: DR = REFERENCE MARK DISK
 CG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0059_STAMPING: CORN NO 2 1960
 CG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0059+STABILITY: SURFACE MOTION
 CG0059
 CG0059  HISTORY     - Date     Condition        Report By
 CG0059  HISTORY     - 1960     MONUMENTED       CGS
 CG0059  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0059
 CG0059                          STATION DESCRIPTION
 CG0059
 CG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0059'6.7 MI W FROM BENSON.
 CG0059'6.7 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0059'80, 57.0 FEET NORTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANE, 52.0
 CG0059'FEET SOUTH OF THE CENTER OF THE WESTBOUND TRAFFIC LANE, OF THE
 CG0059'HIGHWAY, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 CG0059'INCHES.
 CG0059
 CG0059                          STATION RECOVERY (1979)
 CG0059
 CG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0059'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0334 ***********************************************************************
 GQ0334  DESIGNATION -  CORNER
 GQ0334  PID         -  GQ0334
 GQ0334  STATE/COUNTY-  AZ/MOHAVE
 GQ0334  USGS QUAD   -  FINDLAY TANK (1988)
 GQ0334
 GQ0334                         *CURRENT SURVEY CONTROL
 GQ0334  ___________________________________________________________________
 GQ0334* NAD 83(1992)-  36 40 40.26407(N)    112 43 10.11845(W)     ADJUSTED  
 GQ0334* NAVD 88     -      1533.9    (meters)    5032.     (feet)  VERTCON   
 GQ0334  ___________________________________________________________________
 GQ0334  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GQ0334  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GQ0334
 GQ0334  HORZ ORDER  -  THIRD
 GQ0334
 GQ0334.The horizontal coordinates were established by classical geodetic methods
 GQ0334.and adjusted by the National Geodetic Survey in August 1993..
 GQ0334
 GQ0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0334
 GQ0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0334
 GQ0334.The geoid height was determined by GEOID03.
 GQ0334
 GQ0334;                    North         East     Units Scale Factor Converg.
 GQ0334;SPC AZ W     -   630,239.126   305,469.364   MT  1.00003782   +0 36 56.1
 GQ0334;SPC AZ W     - 2,067,713.67  1,002,196.08   iFT  1.00003782   +0 36 56.1
 GQ0334;SPC AZ C     -   630,023.600   141,606.640   MT  0.99996341   -0 28 46.4
 GQ0334;SPC AZ C     - 2,067,006.56    464,588.71   iFT  0.99996341   -0 28 46.4
 GQ0334;UTM  12      - 4,060,513.633   346,357.990   MT  0.99989083   -1 01 38.2
 GQ0334
 GQ0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0334!SPC AZ W     -   0.99976291  x   1.00003782  =   0.99980072
 GQ0334!SPC AZ C     -   0.99976291  x   0.99996341  =   0.99972633
 GQ0334!UTM  12      -   0.99976291  x   0.99989083  =   0.99965377
 GQ0334
 GQ0334|---------------------------------------------------------------------|
 GQ0334| PID    Reference Object                     Distance      Geod. Az  |
 GQ0334|                                                           dddmmss.s |
 GQ0334| CH2970 CORNER RM 2                           8.803 METERS 15431     |
 GQ0334| CH2968 CORNER AZ MK                                       3101842.5 |
 GQ0334| CH2969 CORNER RM 1                           8.330 METERS 34202     |
 GQ0334|---------------------------------------------------------------------|
 GQ0334
 GQ0334                          SUPERSEDED SURVEY CONTROL
 GQ0334
 GQ0334  NAD 83(1986)-  36 40 40.25940(N)    112 43 10.11546(W) AD(       ) 3
 GQ0334  NAD 27      -  36 40 40.30800(N)    112 43 07.40100(W) AD(       ) 3
 GQ0334  NGVD 29 (07/19/86) 1533.0    (m)         5030.     (f) VERT ANG       
 GQ0334
 GQ0334.Superseded values are not recommended for survey control.
 GQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0334.See file dsdata.txt to determine how the superseded data were derived.
 GQ0334
 GQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4635860514(NAD 83)
 GQ0334_MARKER: DS = TRIANGULATION STATION DISK
 GQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0334
 GQ0334  HISTORY     - Date     Condition        Report By
 GQ0334  HISTORY     - 1953     MONUMENTED       CGS
 GQ0334
 GQ0334                          STATION DESCRIPTION
 GQ0334
 GQ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0334'THE STATION IS LOCATED ON THE KANAB PLATEAU AT THE WEST EDGE
 GQ0334'OF THE KANAB CANYON.  IT IS ON A LOW HILL WITH SCATTERED LOW
 GQ0334'BUSHES, BUT BARE OF TIMBER.  IT IS ABOUT 13 MILES, AIRLINE,
 GQ0334'SOUTH OF PIPE SPRINGS, 6 MILES EAST OF HACKS RESERVOIR AND
 GQ0334'4.5 MILES WEST OF KANAB CREEK.
 GQ0334'
 GQ0334'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND THE PIPE
 GQ0334'SPRINGS ROAD IN FREDONIA, ARIZONA, GO WEST ON THE PIPE SPRINGS
 GQ0334'ROAD FOR 8.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK, WHICH
 GQ0334'IS THE GRAND CANYON NATIONAL MONUMENT ROAD, AND GO FOR 7.7 MILES
 GQ0334'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE IN
 GQ0334'A SOUTHERLY DIRECTION FOR 4.7 MILES TO A CATTLE GUARD.  CROSS
 GQ0334'THE CATTLE GUARD AND TURN LEFT ONTO A TRACK ROAD.  FOLLOW THE
 GQ0334'TRACK ROAD FOR 1.3 MILES TO A GATE AT A T FENCE JUNCTION.
 GQ0334'PASS THROUGH THE GATE AND FOLLOW THE MAIN ROAD
 GQ0334'SOUTHWESTERLY FOR 2.3 MILES TO A CROSSROADS.  TURN LEFT UP
 GQ0334'A LOW RIDGE AND GO EAST FOR 1.2 MILES TO A GATE.  DO NOT
 GQ0334'PASS THROUGH THE GATE.  TURN RIGHT AND FOLLOW THE FENCE
 GQ0334'SOUTH-SOUTHEASTERLY FOR 0.1 MILE TO A BEND IN THE FENCE
 GQ0334'LINE AND THE STATION.
 GQ0334'
 GQ0334'THE STATION IS A STANDARD DISK STAMPED CORNER 1953.  IT IS
 GQ0334'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 21
 GQ0334'FEET NORTH-NORTHWEST OF A CORNER FENCE POST AND 8 FEET NORTHWEST OF
 GQ0334'A WHITE WITNESS POST.
 GQ0334'
 GQ0334'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CORNER NO 1 1953.
 GQ0334'IT IS SET IN A CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS
 GQ0334'18 INCHES WEST OF A WIRE FENCE.
 GQ0334'
 GQ0334'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORNER NO 2 1953.
 GQ0334'IT IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GQ0334'2 FEET WEST OF A WIRE FENCE.
 GQ0334'
 GQ0334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORNER 1953.  IT IS
 GQ0334'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE MARK IS
 GQ0334'ABOUT 1 FOOT HIGHER THAN THE SURROUNDING BEDROCK WHICH FORMS
 GQ0334'A LARGE BENCH OF SOLID ROCK.  IT IS 105 FEET SOUTH OF A TRACK
 GQ0334'ROAD THAT LEADS TO THE STATION.  IT IS BETWEEN TWO SMALL TREES
 GQ0334'AND 7 FEET WEST OF A WHITE WITNESS POST.  TO REACH FROM THE
 GQ0334'STATION GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE
 GQ0334'TO A GATE.  TURN LEFT AND GO WEST FOR 0.4 MILE TO THE AZIMUTH
 GQ0334'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0975 ***********************************************************************
 FR0975  DESIGNATION -  CORNER CAIRN
 FR0975  PID         -  FR0975
 FR0975  STATE/COUNTY-  AZ/MOHAVE
 FR0975  USGS QUAD   -  PEACOCK PEAK (1980)
 FR0975
 FR0975                         *CURRENT SURVEY CONTROL
 FR0975  ___________________________________________________________________
 FR0975* NAD 83(1992)-  35 15 10.01219(N)    113 46 58.77807(W)     ADJUSTED  
 FR0975* NAVD 88     -                                                        
 FR0975  ___________________________________________________________________
 FR0975  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 FR0975  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FR0975
 FR0975  HORZ ORDER  -  THIRD
 FR0975
 FR0975.The horizontal coordinates were established by classical geodetic methods
 FR0975.and adjusted by the National Geodetic Survey in August 1993..
 FR0975
 FR0975
 FR0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0975
 FR0975.The geoid height was determined by GEOID03.
 FR0975
 FR0975;                    North         East     Units Scale Factor Converg.
 FR0975;SPC AZ W     -   471,631.906   210,357.539   MT  0.99993344   -0 01 08.6
 FR0975;SPC AZ W     - 1,547,348.77    690,149.41   iFT  0.99993344   -0 01 08.6
 FR0975;UTM  12      - 3,904,627.067   246,797.161   MT  1.00039018   -1 36 25.8
 FR0975
 FR0975                          SUPERSEDED SURVEY CONTROL
 FR0975
 FR0975  NAD 83(1986)-  35 15 10.00834(N)    113 46 58.77955(W) AD(       ) 4
 FR0975  NAD 27      -  35 15 10.02500(N)    113 46 55.98600(W) AD(       ) 3
 FR0975
 FR0975.Superseded values are not recommended for survey control.
 FR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0975.See file dsdata.txt to determine how the superseded data were derived.
 FR0975
 FR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4679704627(NAD 83)
 FR0975_MARKER: 72 = CAIRN
 FR0975
 FR0975  HISTORY     - Date     Condition        Report By
 FR0975  HISTORY     - 1948     FIRST OBSERVED   CGS
 FR0975
 FR0975                          STATION DESCRIPTION
 FR0975
 FR0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0975'THE STATION IS ABOUT 16 MILES EAST-NORTHEAST OF KINGMAN, ABOUT
 FR0975'3-1/2 MILES SOUTH-SOUTHWEST OF STATION PEACOOK (USGS), AND ON
 FR0975'A SPUR RIDGE OF THE MAIN MOUNTAIN.
 FR0975'
 FR0975'THE CAIRN IS ABOUT 4 FEET HIGH AND HAS A WHITE POLE IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1164 ***********************************************************************
 CG1164  DESIGNATION -  CORNERS
 CG1164  PID         -  CG1164
 CG1164  STATE/COUNTY-  AZ/COCHISE
 CG1164  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1164
 CG1164                         *CURRENT SURVEY CONTROL
 CG1164  ___________________________________________________________________
 CG1164* NAD 83(1992)-  31 41 23.68813(N)    110 21 02.21625(W)     ADJUSTED  
 CG1164* NAVD 88     -      1339.6    (meters)    4395.     (feet)  VERTCON   
 CG1164  ___________________________________________________________________
 CG1164  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CG1164  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG1164
 CG1164  HORZ ORDER  -  SECOND
 CG1164
 CG1164.The horizontal coordinates were established by classical geodetic methods
 CG1164.and adjusted by the National Geodetic Survey in August 1993..
 CG1164
 CG1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1164
 CG1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1164
 CG1164.The geoid height was determined by GEOID03.
 CG1164
 CG1164;                    North         East     Units Scale Factor Converg.
 CG1164;SPC AZ E     -    76,501.489   195,921.572   MT  0.99990375   -0 05 47.9
 CG1164;SPC AZ E     -   250,989.14    642,787.31   iFT  0.99990375   -0 05 47.9
 CG1164;UTM  12      - 3,506,248.989   561,543.952   MT  0.99964671   +0 20 28.1
 CG1164
 CG1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1164!SPC AZ E     -   0.99979409  x   0.99990375  =   0.99969786
 CG1164!UTM  12      -   0.99979409  x   0.99964671  =   0.99944087
 CG1164
 CG1164|---------------------------------------------------------------------|
 CG1164| PID    Reference Object                     Distance      Geod. Az  |
 CG1164|                                                           dddmmss.s |
 CG1164| CS6100 CORNERS RM 1                         13.676 METERS 02402     |
 CG1164| CS6101 CORNERS RM 2                         14.299 METERS 30654     |
 CG1164|---------------------------------------------------------------------|
 CG1164
 CG1164                          SUPERSEDED SURVEY CONTROL
 CG1164
 CG1164  NAD 83(1986)-  31 41 23.68015(N)    110 21 02.21012(W) AD(       ) 2
 CG1164  NGVD 29 (06/28/91) 1338.8    (m)         4392.     (f) VERT ANG       
 CG1164
 CG1164.Superseded values are not recommended for survey control.
 CG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1164.See file dsdata.txt to determine how the superseded data were derived.
 CG1164
 CG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6154406249(NAD 83)
 CG1164_MARKER: DS = TRIANGULATION STATION DISK
 CG1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1164+STABILITY: SURFACE MOTION
 CG1164
 CG1164  HISTORY     - Date     Condition        Report By
 CG1164  HISTORY     - 1986     MONUMENTED       AZDT
 CG1164  HISTORY     - 19981001 GOOD             USPSQD
 CG1164
 CG1164                          STATION DESCRIPTION
 CG1164
 CG1164'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1164'THE STATION IS LOCATED 3-1/2 MILES NORTH OF HUACHUCA CITY NEAR THE
 CG1164'JUNCTION OF STATE ROUTES 90 AND 82.
 CG1164'
 CG1164'THE STATION MARK IS AN AZDT DISK STAMPED---CORNERS 1986---.  IT IS SET
 CG1164'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 91 FEET WEST OF THE
 CG1164'CENTER LINE OF STATE ROUTE 90 AND 4 FEET WEST OF A WITNESS POST.
 CG1164'
 CG1164'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORNERS RM 1 1986---.  IT
 CG1164'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1164'
 CG1164'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORNERS RM 2 1986---.  IT
 CG1164'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1164'
 CG1164'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA TRAVEL NORTH
 CG1164'ALONG STATE ROUTE 90 FOR 3.4 MILES TO THE STATION ON THE LEFT SIDE OF
 CG1164'THE HIGHWAY AT MILE POST 308.5.
 CG1164
 CG1164                          STATION RECOVERY (1998)
 CG1164
 CG1164'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1542 ***********************************************************************
 DA1542  DESIGNATION -  CORNEZ
 DA1542  PID         -  DA1542
 DA1542  STATE/COUNTY-  AZ/PIMA
 DA1542  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1542
 DA1542                         *CURRENT SURVEY CONTROL
 DA1542  ___________________________________________________________________
 DA1542* NAD 83(1992)-  32 29 27.94476(N)    112 52 54.91595(W)     ADJUSTED  
 DA1542* NAVD 88     -       409.00   (+/-2cm)    1341.9    (feet)  VERTCON   
 DA1542  ___________________________________________________________________
 DA1542  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DA1542  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1542
 DA1542  HORZ ORDER  -  SECOND
 DA1542  VERT ORDER  -  THIRD ? (See Below)
 DA1542
 DA1542.The horizontal coordinates were established by classical geodetic methods
 DA1542.and adjusted by the National Geodetic Survey in August 1993..
 DA1542
 DA1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1542.The vertical order pertains to the NGVD 29 superseded value.
 DA1542
 DA1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1542
 DA1542.The geoid height was determined by GEOID03.
 DA1542
 DA1542;                    North         East     Units Scale Factor Converg.
 DA1542;SPC AZ C     -   165,730.219   122,646.822   MT  1.00000144   -0 31 06.7
 DA1542;SPC AZ C     -   543,734.31    402,384.59   iFT  1.00000144   -0 31 06.7
 DA1542;UTM  12      - 3,596,432.265   323,182.927   MT  0.99998554   -1 00 40.2
 DA1542
 DA1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1542!SPC AZ C     -   0.99994074  x   1.00000144  =   0.99994218
 DA1542!UTM  12      -   0.99994074  x   0.99998554  =   0.99992628
 DA1542
 DA1542:                Primary Azimuth Mark                     Grid Az
 DA1542:SPC AZ C     -  DEADMAN                                  002 24 41.7
 DA1542:UTM  12      -  DEADMAN                                  002 54 15.2
 DA1542
 DA1542|---------------------------------------------------------------------|
 DA1542| PID    Reference Object                     Distance      Geod. Az  |
 DA1542|                                                           dddmmss.s |
 DA1542| DA1569 DEADMAN                             APPROX. 6.6 KM 0015335.0 |
 DA1542| DA1540 T11S R6W SECS 3 4 9 10               70.293 METERS 11308     |
 DA1542| DA1541 CORNEZ RM 1                          13.137 METERS 17357     |
 DA1542| CH5009 CORNEZ RM 2                          13.021 METERS 35352     |
 DA1542|---------------------------------------------------------------------|
 DA1542
 DA1542                          SUPERSEDED SURVEY CONTROL
 DA1542
 DA1542  NAD 83(1986)-  32 29 27.93948(N)    112 52 54.92311(W) AD(       ) 2
 DA1542  NAD 27      -  32 29 27.73448(N)    112 52 52.35703(W) AD(       ) 2
 DA1542  NGVD 29 (07/19/86)  408.34   (m)         1339.7    (f) LEVELING    3  
 DA1542
 DA1542.Superseded values are not recommended for survey control.
 DA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1542.See file dsdata.txt to determine how the superseded data were derived.
 DA1542
 DA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2318396432(NAD 83)
 DA1542_MARKER: DD = SURVEY DISK
 DA1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1542+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1542
 DA1542  HISTORY     - Date     Condition        Report By
 DA1542  HISTORY     - 1975     MONUMENTED       AZDT
 DA1542  HISTORY     - 19970216 GOOD             USPSQD
 DA1542  HISTORY     - 20060220 GOOD             USPSQD
 DA1542
 DA1542                          STATION DESCRIPTION
 DA1542
 DA1542'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1542'THE STATION IS LOCATED ABOUT 32.7 MILES SOUTHWEST OF GILA BEND
 DA1542'AND 8.2 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1542'RIGHT-OF-WAY OF STATE HWY. 85.
 DA1542'
 DA1542'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CORNEZ
 DA1542'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1542'STATION IS 97 FEET WEST OF THE CENTERLINE STATE HWY. 85, 2.2 FEET
 DA1542'EAST OF THE WEST RIGHT-OF-WAY FENCE AND 2.3 FEET WEST OF A WITNESS
 DA1542'POST.
 DA1542'
 DA1542'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DA1542'1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1542'43-1/2 FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF THE WEST
 DA1542'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1542'
 DA1542'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1542'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1542'IS 42-1/2 FEET NORTH OF A WITNESS POST, 2-1/2 FEET EAST OF WEST
 DA1542'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1542'
 DA1542'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1542'GILA BEND, GO WEST ON U.S. HWY. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1542'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1542'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 33.55
 DA1542'(33.05 MILES) AND STATION IN THE WEST RIGHT-OF-WAY.
 DA1542'
 DA1542'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1542
 DA1542                          STATION RECOVERY (1997)
 DA1542
 DA1542'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1542'RECOVERED IN GOOD CONDITION.
 DA1542
 DA1542                          STATION RECOVERY (2006)
 DA1542
 DA1542'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1273 ***********************************************************************
 DA1273  DESIGNATION -  CORNEZ
 DA1273  PID         -  DA1273
 DA1273  STATE/COUNTY-  AZ/MARICOPA
 DA1273  USGS QUAD   -  MALPAIS HILL (1990)
 DA1273
 DA1273                         *CURRENT SURVEY CONTROL
 DA1273  ___________________________________________________________________
 DA1273* NAD 83(1992)-  32 37 36.55349(N)    113 06 27.52677(W)     ADJUSTED  
 DA1273* NAVD 88     -       530.4    (meters)    1740.     (feet)  VERTCON   
 DA1273  ___________________________________________________________________
 DA1273  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1273  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA1273
 DA1273  HORZ ORDER  -  THIRD
 DA1273
 DA1273.The horizontal coordinates were established by classical geodetic methods
 DA1273.and adjusted by the National Geodetic Survey in August 1993..
 DA1273
 DA1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1273
 DA1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1273
 DA1273.The geoid height was determined by GEOID03.
 DA1273
 DA1273;                    North         East     Units Scale Factor Converg.
 DA1273;SPC AZ C     -   180,995.956   101,600.718   MT  1.00005397   -0 38 31.9
 DA1273;SPC AZ C     -   593,818.75    333,335.69   iFT  1.00005397   -0 38 31.9
 DA1273;UTM  12      - 3,611,878.833   302,268.984   MT  1.00008213   -1 08 12.3
 DA1273
 DA1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1273!SPC AZ C     -   0.99992172  x   1.00005397  =   0.99997569
 DA1273!UTM  12      -   0.99992172  x   1.00008213  =   1.00000385
 DA1273
 DA1273:                Primary Azimuth Mark                     Grid Az
 DA1273:SPC AZ C     -  FLAT                                     316 05 36.2
 DA1273:UTM  12      -  FLAT                                     316 35 16.6
 DA1273
 DA1273|---------------------------------------------------------------------|
 DA1273| PID    Reference Object                     Distance      Geod. Az  |
 DA1273|                                                           dddmmss.s |
 DA1273| DA0716 FLAT                                APPROX.33.9 KM 3152704.3 |
 DA1273|---------------------------------------------------------------------|
 DA1273
 DA1273                          SUPERSEDED SURVEY CONTROL
 DA1273
 DA1273  NAD 83(1986)-  32 37 36.53976(N)    113 06 27.52973(W) AD(       ) 3
 DA1273  NGVD 29 (06/20/88)  529.8    (m)         1738.     (f) VERT ANG       
 DA1273
 DA1273.Superseded values are not recommended for survey control.
 DA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1273.See file dsdata.txt to determine how the superseded data were derived.
 DA1273
 DA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0226911879(NAD 83)
 DA1273_MARKER: DS = TRIANGULATION STATION DISK
 DA1273_SETTING: 66 = SET IN ROCK OUTCROP
 DA1273_SP_SET: SET IN ROCK OUTCROP
 DA1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1273+STABILITY: POSITION/ELEVATION WELL
 DA1273
 DA1273  HISTORY     - Date     Condition        Report By
 DA1273  HISTORY     - 1948     MONUMENTED       USGS
 DA1273  HISTORY     - 1962     GOOD             USGS
 DA1273
 DA1273                          STATION DESCRIPTION
 DA1273
 DA1273'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1273'LOCATED ABOUT 32.0 MI SW. OF GILA BEND, 17.0 MI SE. OF SENTINEL.
 DA1273'IN WESTERN PORTION OF RANGE OF HILLS KNOWN AS CRATER MOUNTAINS.
 DA1273'
 DA1273'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 85 IN GILA
 DA1273'BEND, DRIVE 22.4 MI WESTWARD ON U.S. HWY. 80 TO RD. JCT.  TURN
 DA1273'LEFT 5.8 MI S. TO RD. FORKS.  TAKE RIGHT FORK 2.2 MI TO RD. FORKS.
 DA1273'TAKE LEFT FORK 8.4 MI.  TURN LEFT CROSS-COUNTRY 2.8 MI PAST WEST
 DA1273'SIDE OF HILL INTO BOX CANYON AND END OF RD.  PACK S. UP DRAIN TO
 DA1273'HEAD THEN S. TO HIGHEST POINT AND STATION.  ABOUT A 1-HOUR PACK.
 DA1273'
 DA1273'STATION MARK--STANDARD TABLET STAMPED---CORNEZ 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273'
 DA1273'RM 1--STANDARD RM TABLET STAMPED---CORNEZ NO 1 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273'
 DA1273'RM 2--STANDARD RM TABLET STAMPED---CORNEZ NO 2 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273
 DA1273                          STATION RECOVERY (1962)
 DA1273
 DA1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1273'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DA1273'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1541 ***********************************************************************
 DA1541  DESIGNATION -  CORNEZ RM 1
 DA1541  PID         -  DA1541
 DA1541  STATE/COUNTY-  AZ/PIMA
 DA1541  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1541
 DA1541                         *CURRENT SURVEY CONTROL
 DA1541  ___________________________________________________________________
 DA1541* NAD 83(1992)-  32 29 27.52066(N)    112 52 54.86289(W)     ADJUSTED  
 DA1541* NAVD 88     -       409.05   (+/-2cm)    1342.0    (feet)  VERTCON   
 DA1541  ___________________________________________________________________
 DA1541  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DA1541  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1541
 DA1541  HORZ ORDER  -  SECOND
 DA1541  VERT ORDER  -  THIRD ? (See Below)
 DA1541
 DA1541.The horizontal coordinates were established by classical geodetic methods
 DA1541.and adjusted by the National Geodetic Survey in August 1993..
 DA1541
 DA1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1541.The vertical order pertains to the NGVD 29 superseded value.
 DA1541
 DA1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1541
 DA1541.The geoid height was determined by GEOID03.
 DA1541
 DA1541;                    North         East     Units Scale Factor Converg.
 DA1541;SPC AZ C     -   165,717.143   122,648.089   MT  1.00000144   -0 31 06.7
 DA1541;SPC AZ C     -   543,691.41    402,388.74   iFT  1.00000144   -0 31 06.7
 DA1541;UTM  12      - 3,596,419.178   323,184.081   MT  0.99998553   -1 00 40.2
 DA1541
 DA1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1541!SPC AZ C     -   0.99994074  x   1.00000144  =   0.99994218
 DA1541!UTM  12      -   0.99994074  x   0.99998553  =   0.99992627
 DA1541
 DA1541                          SUPERSEDED SURVEY CONTROL
 DA1541
 DA1541  NAD 83(1986)-  32 29 27.51523(N)    112 52 54.87002(W) AD(       ) 2
 DA1541  NAD 27      -  32 29 27.31036(N)    112 52 52.30399(W) AD(       ) 2
 DA1541  NGVD 29 (07/19/86)  408.39   (m)         1339.9    (f) LEVELING    3  
 DA1541
 DA1541.Superseded values are not recommended for survey control.
 DA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1541.See file dsdata.txt to determine how the superseded data were derived.
 DA1541
 DA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2318496419(NAD 83)
 DA1541_MARKER: DD = SURVEY DISK
 DA1541_SETTING: 0 = UNSPECIFIED SETTING
 DA1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1541+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1541
 DA1541  HISTORY     - Date     Condition        Report By
 DA1541  HISTORY     - 1975     MONUMENTED       AZDT
 DA1541  HISTORY     - 19970216 GOOD             USPSQD
 DA1541  HISTORY     - 20060220 GOOD             USPSQD
 DA1541
 DA1541                          STATION DESCRIPTION
 DA1541
 DA1541'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DA1541'STATION CORNEZ IS LOCATED ABOUT 32.7 MILES SOUTHWEST OF GILA BEND
 DA1541'AND 8.2 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1541'RIGHT-OF-WAY OF STATE HWY. 85.
 DA1541'
 DA1541'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DA1541'1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1541'43-1/2 FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF THE WEST
 DA1541'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1541'
 DA1541'TO REACH STATION CORNEZ FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1541'GILA BEND, GO WEST ON U.S. HWY. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1541'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1541'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 33.55
 DA1541'(33.05 MILES) AND STATION IN THE WEST RIGHT-OF-WAY.
 DA1541
 DA1541                          STATION RECOVERY (1997)
 DA1541
 DA1541'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1541'RECOVERED IN GOOD CONDITION.
 DA1541
 DA1541                          STATION RECOVERY (2006)
 DA1541
 DA1541'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0985 ***********************************************************************
 CG0985  DESIGNATION -  CORNFIELD
 CG0985  PID         -  CG0985
 CG0985  STATE/COUNTY-  AZ/COCHISE
 CG0985  USGS QUAD   -  MESCAL (1983)
 CG0985
 CG0985                         *CURRENT SURVEY CONTROL
 CG0985  ___________________________________________________________________
 CG0985* NAD 83(1992)-  31 56 00.15327(N)    110 23 26.86725(W)     ADJUSTED  
 CG0985* NAVD 88     -      1370.     (meters)    4495.     (feet)  SCALED    
 CG0985  ___________________________________________________________________
 CG0985  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CG0985  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG0985
 CG0985  HORZ ORDER  -  SECOND
 CG0985
 CG0985.The horizontal coordinates were established by classical geodetic methods
 CG0985.and adjusted by the National Geodetic Survey in August 1993..
 CG0985
 CG0985.The orthometric height was scaled from a topographic map.
 CG0985
 CG0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0985
 CG0985.The geoid height was determined by GEOID03.
 CG0985
 CG0985;                    North         East     Units Scale Factor Converg.
 CG0985;SPC AZ E     -   103,501.992   192,168.067   MT  0.99990554   -0 07 06.8
 CG0985;SPC AZ E     -   339,573.46    630,472.66   iFT  0.99990554   -0 07 06.8
 CG0985;SPC AZ C     -   104,496.409   357,641.574   MT  1.00015666   +0 48 26.0
 CG0985;SPC AZ C     -   342,835.99  1,173,364.74   iFT  1.00015666   +0 48 26.0
 CG0985;UTM  12      - 3,533,212.884   557,584.582   MT  0.99964089   +0 19 20.1
 CG0985
 CG0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0985!SPC AZ E     -   0.99978932  x   0.99990554  =   0.99969488
 CG0985!SPC AZ C     -   0.99978932  x   1.00015666  =   0.99994594
 CG0985!UTM  12      -   0.99978932  x   0.99964089  =   0.99943028
 CG0985
 CG0985|---------------------------------------------------------------------|
 CG0985| PID    Reference Object                     Distance      Geod. Az  |
 CG0985|                                                           dddmmss.s |
 CG0985| CC7201 CORNFIELD RM 1                       10.820 METERS 04041     |
 CG0985| CG0975 AVIATION BEACON 45 A                APPROX. 2.5 KM 1255233.8 |
 CG0985| CC7202 CORNFIELD RM 2                        8.488 METERS 15217     |
 CG0985| CC7200 CORNFIELD AZ MK                                    2890400.0 |
 CG0985|---------------------------------------------------------------------|
 CG0985
 CG0985                          SUPERSEDED SURVEY CONTROL
 CG0985
 CG0985  NAD 83(1986)-  31 56 00.14757(N)    110 23 26.86485(W) AD(       ) 2
 CG0985  NAD 27      -  31 55 59.84440(N)    110 23 24.60100(W) AD(       ) 2
 CG0985
 CG0985.Superseded values are not recommended for survey control.
 CG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0985.See file dsdata.txt to determine how the superseded data were derived.
 CG0985
 CG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5758533213(NAD 83)
 CG0985_MARKER: DS = TRIANGULATION STATION DISK
 CG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0985
 CG0985  HISTORY     - Date     Condition        Report By
 CG0985  HISTORY     - 1960     MONUMENTED       CGS
 CG0985  HISTORY     - 1967     GOOD             CGS
 CG0985
 CG0985                          STATION DESCRIPTION
 CG0985
 CG0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0985'THE STATION IS ABOUT 6 MILES WEST OF BENSON, ABOUT 4 MILES EAST
 CG0985'OF THE PIMA-COCOHISE COUNTY LINE AND ABOUT 2 MILES SOUTH OF
 CG0985'U.S. HIGHWAY 80 ON A SMALL RIDGE.
 CG0985'
 CG0985'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO WEST ON
 CG0985'U.S. HIGHWAY 80 FOR 6.2 MILES TO THE OVERPASS OVER SKYLINE ROAD.
 CG0985'HERE TURN SOUTH THEN EAST FOR 0.2 MILE TO A CATTLE GUARD, CROSS
 CG0985'CATTLE GUARD AND GO SOUTH ON THE BLADED ROAD FOR 1.0 MILE TO A
 CG0985'RANCH, PASS THRU THE RANCH LOTS AND CONTINUE SOUTH ON THE TRACK
 CG0985'ROAD FOR 0.7 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON THE
 CG0985'TRACK ROAD, PARALLELING THE PIPE LINE, FOR 0.3 MILE TO THE
 CG0985'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE TRACK ROAD FOR
 CG0985'0.2 MILE, HERE LEAVE THE TRACK ROAD AND PICK YOUR WAY
 CG0985'NORTH ON THE CREST OF THE RIDGE FOR 0.05 MILE TO THE STATION
 CG0985'AND REFERENCE MARKS.
 CG0985'
 CG0985'THE STATION MARK, STAMPED CORNFIELD 1960, IS A STANDARD DISK SET
 CG0985'IN THE TOP OF A ROUND CONCRETE POST 6 INCHES IN DIAMETER AND
 CG0985'PROJECTS 2 INCHES.  IT IS 3 FEET SOUTH OF THE WITNESS POST.
 CG0985'
 CG0985'REFERENCE MARK NO. 1, STAMPED CORNFIELD NO 1 1960, IS A STANDARD
 CG0985'DISK SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 CG0985'THAT PROJECTS 4 INCHES.  IT IS 32.5 FEET NORTHEAST OF THE WITNESS
 CG0985'POST.
 CG0985'
 CG0985'REFERENCE MARK NO. 2, STAMPED CORNFIELD NO 2 1960, IS A STANDARD
 CG0985'DISK SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 CG0985'THAT PROJECTS 4 INCHES.  IT IS 29.5 FEET SOUTHEAST OF THE WITNESS
 CG0985'POST.
 CG0985'
 CG0985'THE AZIMUTH MARK, STAMPED CORNFIELD 1960, IS A STANDARD DISK SET
 CG0985'IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER THAT
 CG0985'PROJECTS 4 INCHES.  IT IS 49 FEET SOUTH OF AN EAST-WEST FENCE
 CG0985'LINE AND 1.5 FEET SOUTH OF A WITNESS POST.
 CG0985
 CG0985                          STATION RECOVERY (1967)
 CG0985
 CG0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0985'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CG0985'IN GOOD CONDITION.
 CG0985'
 CG0985'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0459 ***********************************************************************
 ER0459  DESIGNATION -  CORONADO GENERATING STA STACK
 ER0459  PID         -  ER0459
 ER0459  STATE/COUNTY-  AZ/APACHE
 ER0459  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0459
 ER0459                         *CURRENT SURVEY CONTROL
 ER0459  ___________________________________________________________________
 ER0459* NAD 83(1992)-  34 34 39.83459(N)    109 16 20.36423(W)     ADJUSTED  
 ER0459* NAVD 88     -                                                        
 ER0459  ___________________________________________________________________
 ER0459  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 ER0459  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0459
 ER0459  HORZ ORDER  -  THIRD
 ER0459
 ER0459.The horizontal coordinates were established by classical geodetic methods
 ER0459.and adjusted by the National Geodetic Survey in August 1993..
 ER0459
 ER0459
 ER0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0459
 ER0459.The geoid height was determined by GEOID03.
 ER0459
 ER0459;                    North         East     Units Scale Factor Converg.
 ER0459;SPC AZ E     -   397,097.313   295,413.147   MT  0.99998296   +0 30 27.3
 ER0459;SPC AZ E     - 1,302,812.71    969,203.24   iFT  0.99998296   +0 30 27.3
 ER0459;UTM  12      - 3,827,572.924   658,467.577   MT  0.99990953   +0 58 50.5
 ER0459
 ER0459                          SUPERSEDED SURVEY CONTROL
 ER0459
 ER0459  NAD 83(1986)-  34 34 39.83513(N)    109 16 20.37410(W) AD(       ) 4
 ER0459  NAD 27      -  34 34 39.69835(N)    109 16 18.00407(W) AD(       ) 3
 ER0459
 ER0459.Superseded values are not recommended for survey control.
 ER0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0459.See file dsdata.txt to determine how the superseded data were derived.
 ER0459
 ER0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5846827573(NAD 83)
 ER0459_MARKER: 63 = STACK
 ER0459
 ER0459  HISTORY     - Date     Condition        Report By
 ER0459  HISTORY     - 1979     FIRST OBSERVED   AZDT
 ER0459
 ER0459                          STATION DESCRIPTION
 ER0459
 ER0459'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0459'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH EAST OF ST. JOHNS.
 ER0459'
 ER0459'THE STATION IS THE CENTER OF THE CONCRETE STACK AT THE CORONA4O
 ER0459'GENERATING STATION.  THE STACK IS 500.5 FEET TALL AND 48 FT. 1.5
 ER0459'INCHES IN DIAMETER.  HORIZONTAL MEASUREMENTS WERE MADE 6ROM ST1T9ONS
 ER0459'ZUNI AND SALT.
 ER0459'
 ER0459'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 666-180 AND STATE
 ER0459'HWY. 61 IN ST. JOHNS, TRAVEL NORTH ON HWY. 666 FOR 5 M9L5S TO 1 P1V54
 ER0459'ROAD ON THE RIGHT, TURN RIGHT AND GO 3.7 MILES TO THE CORON14O
 ER0459'GENERATING PLANT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0600 ***********************************************************************
 GP0600  DESIGNATION -  CORRAL
 GP0600  PID         -  GP0600
 GP0600  STATE/COUNTY-  AZ/COCONINO
 GP0600  USGS QUAD   -  BUFFALO RANCH (1988)
 GP0600
 GP0600                         *CURRENT SURVEY CONTROL
 GP0600  ___________________________________________________________________
 GP0600* NAD 83(1992)-  36 27 28.87568(N)    111 58 37.38655(W)     ADJUSTED  
 GP0600* NAVD 88     -      1752.2    (meters)    5749.     (feet)  VERTCON   
 GP0600  ___________________________________________________________________
 GP0600  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 GP0600  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GP0600
 GP0600  HORZ ORDER  -  FIRST
 GP0600
 GP0600.The horizontal coordinates were established by classical geodetic methods
 GP0600.and adjusted by the National Geodetic Survey in August 1993..
 GP0600
 GP0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0600
 GP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0600
 GP0600.The geoid height was determined by GEOID03.
 GP0600
 GP0600;                    North         East     Units Scale Factor Converg.
 GP0600;SPC AZ C     -   605,333.005   207,947.650   MT  0.99990036   -0 02 09.2
 GP0600;SPC AZ C     - 1,986,000.67    682,242.95   iFT  0.99990036   -0 02 09.2
 GP0600;UTM  12      - 4,035,195.231   412,451.399   MT  0.99969443   -0 34 50.3
 GP0600
 GP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0600!SPC AZ C     -   0.99972858  x   0.99990036  =   0.99962897
 GP0600!UTM  12      -   0.99972858  x   0.99969443  =   0.99942309
 GP0600
 GP0600|---------------------------------------------------------------------|
 GP0600| PID    Reference Object                     Distance      Geod. Az  |
 GP0600|                                                           dddmmss.s |
 GP0600| CH2972 CORRAL RM 2                          14.650 METERS 08330     |
 GP0600| CH2973 CORRAL RM 3 AZIMUTH                                3392000.9 |
 GP0600| CH2971 CORRAL RM 1                          15.013 METERS 35853     |
 GP0600|---------------------------------------------------------------------|
 GP0600
 GP0600                          SUPERSEDED SURVEY CONTROL
 GP0600
 GP0600  NAD 83(1986)-  36 27 28.87455(N)    111 58 37.38189(W) AD(       ) 1
 GP0600  NAD 27      -  36 27 28.92900(N)    111 58 34.76400(W) AD(       ) 1
 GP0600  NGVD 29 (05/08/89) 1751.2    (m)         5745.     (f) VERT ANG       
 GP0600
 GP0600.Superseded values are not recommended for survey control.
 GP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0600.See file dsdata.txt to determine how the superseded data were derived.
 GP0600
 GP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1245135195(NAD 83)
 GP0600_MARKER: DS = TRIANGULATION STATION DISK
 GP0600_SETTING: 80 = SET IN A BOULDER
 GP0600_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0600
 GP0600  HISTORY     - Date     Condition        Report By
 GP0600  HISTORY     - 1934     MONUMENTED       CGS
 GP0600  HISTORY     - 1952     GOOD             CGS
 GP0600  HISTORY     - 1953     GOOD             LOCENG
 GP0600  HISTORY     - 1956     GOOD             USGS
 GP0600
 GP0600                          STATION DESCRIPTION
 GP0600
 GP0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0600'APPROXIMATELY 15 MILES AIRLINE SOUTH BY EAST OF HOUSE ROCK,
 GP0600'ABOUT 6.0 MILES AIRLINE WEST OF COLORADO RIVER, ON THE MESA
 GP0600'LYING ABOUT 5 MILES EAST OF THE EAST EDGE OF KAIBAB PLATEAU,
 GP0600'AND 8.2 MILES SOUTH BY ROAD FROM CANE SPRINGS RANCH BUILDINGS,
 GP0600'24 FEET EAST OF DIRT ROAD RUNNING SOUTH TO SOUTH CANYON.
 GP0600'
 GP0600'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY TAKING THE DIRT
 GP0600'ROAD LEADING SOUTHEASTERLY TO CANE SPRINGS FOR 3.6 MILES TO
 GP0600'SIGN ON LEFT, TURN RIGHT AND FOLLOW ROAD SOUTHERLY 9.8 MILES
 GP0600'TO CANE SPRINGS RANCH BUILDINGS, CONTINUE SOUTH ON SOUTH
 GP0600'CANYON ROAD FOR 8.2 MILES TO STATION.
 GP0600'
 GP0600'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES 0.4 MILE NORTH-NORTHEAST
 GP0600'JUST SOUTH BELOW TOP OF RIDGE, AND 75 YARDS WEST OF ROAD IN ROCK
 GP0600'OUTCROP.
 GP0600'
 GP0600'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0600'THERE IS NO UNDERGROUND MARK.
 GP0600
 GP0600                          STATION RECOVERY (1952)
 GP0600
 GP0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0600'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 GP0600'CONDITION AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION
 GP0600'IS ADEQUATE TO REACH THE STATION.
 GP0600
 GP0600                          STATION RECOVERY (1953)
 GP0600
 GP0600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (GCS)
 GP0600'RECOVERED BY FAIRCHILD AER. SUR.
 GP0600'
 GP0600'RECOVERED STATION MARK IN GOOD CONDITON.  DID NOT FIND EITHER
 GP0600'REFERENCE MARK 1 OR 2.  PUBLISHED DESCRIPTION IS ADEQUATE.
 GP0600
 GP0600                          STATION RECOVERY (1956)
 GP0600
 GP0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2218 ***********************************************************************
 DV2218  DESIGNATION -  CORRAL
 DV2218  PID         -  DV2218
 DV2218  STATE/COUNTY-  AZ/MARICOPA
 DV2218  USGS QUAD   -  OUTLAW HILL (1990)
 DV2218
 DV2218                         *CURRENT SURVEY CONTROL
 DV2218  ___________________________________________________________________
 DV2218* NAD 83(1992)-  33 59 57.72625(N)    112 56 37.25211(W)     ADJUSTED  
 DV2218* NAVD 88     -       744.07   (+/-2cm)    2441.2    (feet)  VERTCON   
 DV2218  ___________________________________________________________________
 DV2218  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DV2218  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV2218
 DV2218  HORZ ORDER  -  FIRST
 DV2218  VERT ORDER  -  THIRD ? (See Below)
 DV2218
 DV2218.The horizontal coordinates were established by classical geodetic methods
 DV2218.and adjusted by the National Geodetic Survey in August 1993..
 DV2218
 DV2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2218.The vertical order pertains to the NGVD 29 superseded value.
 DV2218
 DV2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2218
 DV2218.The geoid height was determined by GEOID03.
 DV2218
 DV2218;                    North         East     Units Scale Factor Converg.
 DV2218;SPC AZ C     -   333,059.300   118,486.354   MT  1.00001092   -0 34 27.6
 DV2218;SPC AZ C     - 1,092,714.24    388,734.76   iFT  1.00001092   -0 34 27.6
 DV2218;UTM  12      - 3,763,788.942   320,490.927   MT  0.99999724   -1 05 13.8
 DV2218
 DV2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2218!SPC AZ C     -   0.99988785  x   1.00001092  =   0.99989877
 DV2218!UTM  12      -   0.99988785  x   0.99999724  =   0.99988509
 DV2218
 DV2218:                Primary Azimuth Mark                     Grid Az
 DV2218:SPC AZ C     -  PACK                                     086 26 14.4
 DV2218:UTM  12      -  PACK                                     086 57 00.6
 DV2218
 DV2218|---------------------------------------------------------------------|
 DV2218| PID    Reference Object                     Distance      Geod. Az  |
 DV2218|                                                           dddmmss.s |
 DV2218| ET0968 PACK                                APPROX.10.0 KM 0855146.8 |
 DV2218| DV2219 CORRAL RM 1                          18.317 METERS 13807     |
 DV2218| CH5010 CORRAL RM 2                          17.370 METERS 22836     |
 DV2218| DV1879 THOMPSON MONUMENT 4                 APPROX.11.6 KM 2702113.5 |
 DV2218| DV2220 BOUNDARY COR 6 MARICOPA YAVAPAI CNT 420.549 METERS 2781154.9 |
 DV2218|---------------------------------------------------------------------|
 DV2218
 DV2218                          SUPERSEDED SURVEY CONTROL
 DV2218
 DV2218  NAD 83(1986)-  33 59 57.72532(N)    112 56 37.25418(W) AD(       ) 1
 DV2218  NAD 27      -  33 59 57.62300(N)    112 56 34.60000(W) AD(       ) 1
 DV2218  NGVD 29 (11/27/91)  743.37   (m)         2438.9    (f) LEVELING    3  
 DV2218
 DV2218.Superseded values are not recommended for survey control.
 DV2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2218.See file dsdata.txt to determine how the superseded data were derived.
 DV2218
 DV2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2049163789(NAD 83)
 DV2218_MARKER: DS = TRIANGULATION STATION DISK
 DV2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2218+STABILITY: SURFACE MOTION
 DV2218
 DV2218  HISTORY     - Date     Condition        Report By
 DV2218  HISTORY     - 1924     MONUMENTED       CGS
 DV2218  HISTORY     - 1974     GOOD             DMA
 DV2218  HISTORY     - 1980     GOOD             AZDT
 DV2218  HISTORY     - 1984     GOOD             AZDT
 DV2218
 DV2218                          STATION DESCRIPTION
 DV2218
 DV2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2218'ABOUT 12 MILES WEST AND 2 MILES NORTH OF WICKENBURG, 2 MILES
 DV2218'WEST OF DIVIDE, ONE-FOURTH MILE NORTH OF THE TRACK AT A POINT
 DV2218'ONE-HALF MILE WEST OF MILEBOARD 8 AND IN THOMPSONS BRUSHED
 DV2218'LINE.  STATION IS ON A GREASEWOOD AND GALLETTA FLAT, ABOUT 200
 DV2218'PACES SOUTHEAST OF AN OLD CORRAL MADE OF RAILROAD TIES.  MARKED
 DV2218'BY STANDARD BRONZE DISKS.
 DV2218
 DV2218                          STATION RECOVERY (1974)
 DV2218
 DV2218'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 DV2218'DUE TO THE ADDITION OF REFERENCE MARKS BY DMATC DURING THE BASE LINE
 DV2218'SURVEYS, A NEW DESCRIPTION FOLLOWS.
 DV2218'
 DV2218'THE STATION IS LOCATED ABOUT 11 MILES, AIRLINE, WEST OF WICKENBURG,
 DV2218'2 MILES WEST OF STATION DIVIDE, AND 0.4 MILE NORTH OF THE SANTA FE
 DV2218'RAILROAD TRACKS.
 DV2218'
 DV2218'TO REACH FROM THE SANTA FE RAILROAD OVERPASS IN WICKENBURG, GO
 DV2218'WESTERLY ON U.S. HIGHWAY 60 FOR 9.6 MILES TO A ROAD RIGHT, TURN
 DV2218'RIGHT AND CROSSING CATTLEGUARD, GO NORTH FOR 4.2 MILES TO A GATE,
 DV2218'CROSSING RAILROAD TRACKS, TO A GATE ON THE NORTH SIDE OF THE
 DV2218'TRACKS, PASS THRU GATE FOR ABOUT 75 FEET AND TAKE ROAD TO LEFT
 DV2218'PARALLEL TO THE TRACKS AND GO WEST FOR 1.2 MILES TO A GATE, PASS
 DV2218'THRU GATE AND GO WEST FOR 0.95 MILE TO A DIM TRACK RIGHT, TURN
 DV2218'RIGHT AND GO NORTH CROSS COUNTRY FOR 0.3 MILE TO THE STATION SITE.
 DV2218'
 DV2218'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION DISK
 DV2218'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 0.1 FOOT ABOVE
 DV2218'THE GROUND, AND LOCATED 6.3 FEET NORTH-NORTHWEST OF A METAL WITNESS
 DV2218'POST AND SIGN.
 DV2218'
 DV2218'REFERENCE MARK 1 IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 DV2218'A ROUND CONCRETE POST, 1 FOOT IN DIAMETER, AND PROJECTING 0.8 FOOT
 DV2218'ABOVE THE GROUND.  IT IS STAMPED--CORRAL RM 1 TOPO. CENTER 1974 AND
 DV2218'LOCATED 60.102 FEET SOUTHEAST OF THE STATION.
 DV2218'
 DV2218'REFERENCE MARK 2 IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 DV2218'A ROUND CONCRETE POST, 1 FOOT IN DIAMETER, AND PROJECTING 0.8 FOOT
 DV2218'ABOVE THE GROUND.  IT IS STAMPED--CORRAL RM 2 TOPO. CENTER 1974 AND
 DV2218'LOCATED 56.978 FEET SOUTHWEST OF THE STATION.
 DV2218'
 DV2218'NO AZIMUTH MARK WAS ESTABLISHED DUE TO LIMITED VISIBILITY FROM NORMAL
 DV2218'INSTRUMENT HEIGHT WHICH IS RESTRICTED BY VEGETATION.
 DV2218
 DV2218                          STATION RECOVERY (1980)
 DV2218
 DV2218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2218'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1924, THE DEFENCE
 DV2218'MAPPING AGENCY ESTABLISHED REFERENCE MARKS 1 AND 2 IN 1974, THE MARKS
 DV2218'ARE SET IN CONCRETE POSTS AND WERE FOUND IN GOOD CONDITION.  A NEW
 DV2218'ROUTE TO THE STATION FOLLOWS.
 DV2218'
 DV2218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 93 IN
 DV2218'WICKENBURG, TRAVEL WEST ALONG U.S. 60 FOR 10.05 MILES TO A ROAD ON THE
 DV2218'RIGHT.  TURN RIGHT AND TRAVEL 4.35 MILES TO RAILROAD TRACKS AND A GATE
 DV2218'ON THE FAR SIDE OF TRACKS.  PASS THROUGH GATE AND TURN LEFT ALONG A
 DV2218'TRACK ROAD FOR 2.3 MILES TO DIM TRACKS ON THE RIGHT.  TURN SHARP RIGHT
 DV2218'FOR 0.25 MILE TO THE STATION.
 DV2218
 DV2218                          STATION RECOVERY (1984)
 DV2218
 DV2218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DV2218'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED IN 1980 BY
 DV2218'THE ARIZONA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0681 ***********************************************************************
 ER0681  DESIGNATION -  CORRAL
 ER0681  PID         -  ER0681
 ER0681  STATE/COUNTY-  AZ/APACHE
 ER0681  USGS QUAD   -  WILD COW LAKE (1978)
 ER0681
 ER0681                         *CURRENT SURVEY CONTROL
 ER0681  ___________________________________________________________________
 ER0681* NAD 83(1992)-  34 57 48.47777(N)    109 13 41.36602(W)     ADJUSTED  
 ER0681* NAVD 88     -      1922.75   (+/-2cm)    6308.2    (feet)  VERTCON   
 ER0681  ___________________________________________________________________
 ER0681  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 ER0681  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 ER0681
 ER0681  HORZ ORDER  -  SECOND
 ER0681  VERT ORDER  -  THIRD ? (See Below)
 ER0681
 ER0681.The horizontal coordinates were established by classical geodetic methods
 ER0681.and adjusted by the National Geodetic Survey in August 1993..
 ER0681
 ER0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0681.The vertical order pertains to the NGVD 29 superseded value.
 ER0681
 ER0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0681
 ER0681.The geoid height was determined by GEOID03.
 ER0681
 ER0681;                    North         East     Units Scale Factor Converg.
 ER0681;SPC AZ E     -   439,923.803   299,065.627   MT  0.99999050   +0 32 16.3
 ER0681;SPC AZ E     - 1,443,319.56    981,186.44   iFT  0.99999050   +0 32 16.3
 ER0681;UTM  12      - 3,870,425.216   661,764.340   MT  0.99992251   +1 00 56.1
 ER0681
 ER0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0681!SPC AZ E     -   0.99970188  x   0.99999050  =   0.99969238
 ER0681!UTM  12      -   0.99970188  x   0.99992251  =   0.99962441
 ER0681
 ER0681|---------------------------------------------------------------------|
 ER0681| PID    Reference Object                     Distance      Geod. Az  |
 ER0681|                                                           dddmmss.s |
 ER0681| CS5170 CORRAL RM 1                           9.999 METERS 00702     |
 ER0681| CS5171 CORRAL RM 2                          10.085 METERS 18707     |
 ER0681|---------------------------------------------------------------------|
 ER0681
 ER0681                          SUPERSEDED SURVEY CONTROL
 ER0681
 ER0681  NAD 83(1986)-  34 57 48.46946(N)    109 13 41.36951(W) AD(       ) 2
 ER0681  NGVD 29 (01/29/91) 1921.79   (m)         6305.1    (f) LEVELING    3  
 ER0681
 ER0681.Superseded values are not recommended for survey control.
 ER0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0681.See file dsdata.txt to determine how the superseded data were derived.
 ER0681
 ER0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6176470425(NAD 83)
 ER0681_MARKER: DS = TRIANGULATION STATION DISK
 ER0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0681+STABILITY: SURFACE MOTION
 ER0681
 ER0681  HISTORY     - Date     Condition        Report By
 ER0681  HISTORY     - 1982     MONUMENTED       AZDT
 ER0681
 ER0681                          STATION DESCRIPTION
 ER0681
 ER0681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0681'THE STATION IS LOCATED 19 MILES SOUTHEAST OF SANDERS ALONG U.S.
 ER0681'HIGHWAY 666.  IT IS 7 FEET HIGHER THAN THE HIGHWAY.
 ER0681'
 ER0681'THE STATION MARK IS AN AZDT DISK STAMPED---CORRAL 1982---SET IN TOP OF
 ER0681'A 10 INCH CONCRETE MONUMENT 72 FEET WEST OF THE HIGHWAY AND 4 FEET
 ER0681'SOUTHEAST OF THE WITNESS POST.
 ER0681'
 ER0681'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORRAL RM 1 1982---SET IN
 ER0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0681'
 ER0681'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORRAL RM 1 1982---SET IN
 ER0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0681'
 ER0681'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 ER0681'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.
 ER0681'TRAVEL SOUTH ALONG U.S. 666 FOR 20.6 MILES TO THE STATION ON THE
 ER0681'RIGHT AT A LARGE CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0473 ***********************************************************************
 ER0473  DESIGNATION -  CORREJO
 ER0473  PID         -  ER0473
 ER0473  STATE/COUNTY-  AZ/APACHE
 ER0473  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0473
 ER0473                         *CURRENT SURVEY CONTROL
 ER0473  ___________________________________________________________________
 ER0473* NAD 83(1992)-  34 05 06.12144(N)    109 12 20.70936(W)     ADJUSTED  
 ER0473* NAVD 88     -      2331.1    (meters)    7648.     (feet)  VERTCON   
 ER0473  ___________________________________________________________________
 ER0473  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 ER0473  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ER0473
 ER0473  HORZ ORDER  -  SECOND
 ER0473
 ER0473.The horizontal coordinates were established by classical geodetic methods
 ER0473.and adjusted by the National Geodetic Survey in August 1993..
 ER0473
 ER0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0473
 ER0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0473
 ER0473.The geoid height was determined by GEOID03.
 ER0473
 ER0473;                    North         East     Units Scale Factor Converg.
 ER0473;SPC AZ E     -   342,501.878   302,037.976   MT  0.99999691   +0 32 18.8
 ER0473;SPC AZ E     - 1,123,693.83    990,938.24   iFT  0.99999691   +0 32 18.8
 ER0473;UTM  12      - 3,773,037.304   665,539.715   MT  0.99993781   +1 00 20.8
 ER0473
 ER0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0473!SPC AZ E     -   0.99963770  x   0.99999691  =   0.99963461
 ER0473!UTM  12      -   0.99963770  x   0.99993781  =   0.99957553
 ER0473
 ER0473|---------------------------------------------------------------------|
 ER0473| PID    Reference Object                     Distance      Geod. Az  |
 ER0473|                                                           dddmmss.s |
 ER0473| CD2708 CORREJO RM 1                          7.999 METERS 15833     |
 ER0473| ER0472 NELSON                              APPROX. 4.5 KM 1623302.1 |
 ER0473| CD2709 CORREJO RM 2                          7.370 METERS 25646     |
 ER0473|---------------------------------------------------------------------|
 ER0473
 ER0473                          SUPERSEDED SURVEY CONTROL
 ER0473
 ER0473  NAD 83(1986)-  34 05 06.12034(N)    109 12 20.71509(W) AD(       ) 2
 ER0473  NAD 27      -  34 05 05.94889(N)    109 12 18.41393(W) AD(       ) 2
 ER0473  NGVD 29 (07/19/86) 2330.1    (m)         7645.     (f) VERT ANG       
 ER0473
 ER0473.Superseded values are not recommended for survey control.
 ER0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0473.See file dsdata.txt to determine how the superseded data were derived.
 ER0473
 ER0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6554073037(NAD 83)
 ER0473_MARKER: DD = SURVEY DISK
 ER0473_SETTING: 66 = SET IN ROCK OUTCROP
 ER0473_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0473+STABILITY: POSITION/ELEVATION WELL
 ER0473
 ER0473  HISTORY     - Date     Condition        Report By
 ER0473  HISTORY     - 1978     MONUMENTED       AZDT
 ER0473
 ER0473                          STATION DESCRIPTION
 ER0473
 ER0473'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0473'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF SPRINGERVILLE ALONG
 ER0473'U.S. HWY. 180-666 ON HIGHEST POINT ON NOSE OF A MESA.
 ER0473'
 ER0473'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO 1978
 ER0473'AND IS EPOXIED INTO A DRILL HOLE IN A ROCK MARKED WITH A WITNESS
 ER0473'POST AND SIGN 6.7 FEET TO WEST SOUTHWEST.
 ER0473'
 ER0473'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO
 ER0473'RM 2 1978 AND EPOXIED TO A ROCK.
 ER0473'
 ER0473'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO
 ER0473'RM 1 1978 AND IS EPOXIED TO A ROCK.
 ER0473'
 ER0473'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND
 ER0473'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 ER0473'U.S. HWY. 180-666, 5.9 MILES TO MILE POST 406.55 AND A TRAIL TO THE
 ER0473'RIGHT, TURN RIGHT AND GO 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 ER0473'GO 0.05 MILE TO DIM TRACKS ON THE LEFT, TURN LEFT AND FOLLOW DIM
 ER0473'TRACKS FOR 0.25 MILE TO A LOW SADDLE AND END OF TRUCK TRAVEL.
 ER0473'PACK SOUTHWEST TO HIGHEST POINT ON NOSE OF MESA AND THE STATION.
 ER0473'A 10 MINUTE PACK.
 ER0473'
 ER0473'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1079 ***********************************************************************
 ET1079  DESIGNATION -  CORRIGAN
 ET1079  PID         -  ET1079
 ET1079  STATE/COUNTY-  AZ/LA PAZ
 ET1079  USGS QUAD   -  SWANSEA (1990)
 ET1079
 ET1079                         *CURRENT SURVEY CONTROL
 ET1079  ___________________________________________________________________
 ET1079* NAD 83(1992)-  34 09 51.20541(N)    113 48 43.09935(W)     ADJUSTED  
 ET1079* NAVD 88     -       730.7    (meters)    2397.     (feet)  VERTCON   
 ET1079  ___________________________________________________________________
 ET1079  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 ET1079  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 ET1079
 ET1079  HORZ ORDER  -  SECOND
 ET1079
 ET1079.The horizontal coordinates were established by classical geodetic methods
 ET1079.and adjusted by the National Geodetic Survey in August 1993..
 ET1079
 ET1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1079
 ET1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1079
 ET1079.The geoid height was determined by GEOID03.
 ET1079
 ET1079;                    North         East     Units Scale Factor Converg.
 ET1079;SPC AZ W     -   350,881.792   207,646.148   MT  0.99993374   -0 02 05.3
 ET1079;SPC AZ W     - 1,151,186.98    681,253.77   iFT  0.99993374   -0 02 05.3
 ET1079;UTM  12      - 3,783,938.842   240,782.538   MT  1.00042837   -1 34 48.0
 ET1079
 ET1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1079!SPC AZ W     -   0.99989009  x   0.99993374  =   0.99982384
 ET1079!UTM  12      -   0.99989009  x   1.00042837  =   1.00031842
 ET1079
 ET1079|---------------------------------------------------------------------|
 ET1079| PID    Reference Object                     Distance      Geod. Az  |
 ET1079|                                                           dddmmss.s |
 ET1079| CH2975 CORRIGAN RM 1                         6.822 METERS 11255     |
 ET1079| CH2974 CORRIGAN AZ MK                                     2814703.4 |
 ET1079| CH2976 CORRIGAN RM 2                         7.425 METERS 32729     |
 ET1079|---------------------------------------------------------------------|
 ET1079
 ET1079                          SUPERSEDED SURVEY CONTROL
 ET1079
 ET1079  NAD 83(1986)-  34 09 51.20365(N)    113 48 43.10710(W) AD(       ) 2
 ET1079  NAD 27      -  34 09 51.13300(N)    113 48 40.33200(W) AD(       ) 2
 ET1079  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG       
 ET1079
 ET1079.Superseded values are not recommended for survey control.
 ET1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1079.See file dsdata.txt to determine how the superseded data were derived.
 ET1079
 ET1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4078383939(NAD 83)
 ET1079_MARKER: DS = TRIANGULATION STATION DISK
 ET1079_SETTING: 66 = SET IN ROCK OUTCROP
 ET1079
 ET1079  HISTORY     - Date     Condition        Report By
 ET1079  HISTORY     - 1948     MONUMENTED       CGS
 ET1079  HISTORY     - 1955     GOOD             CGS
 ET1079  HISTORY     - 1967     GOOD             AMS
 ET1079
 ET1079                          STATION DESCRIPTION
 ET1079
 ET1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1079'THE STATION IS LOCATED ON A DARK REDDISH ROCK BUTTE.  THE PEAK
 ET1079'IS THE HIGHEST IN THE VICINITY AND EASY TO IDENTIFY.  IT
 ET1079'SLOPES STEEPLY TO THE SOUTH AND ON THE NORTH IT IS A SHEER
 ET1079'CLIFF.  LOCATED ABOUT 28 MILES NORTHEAST OF PARKER, ABOUT 15.5
 ET1079'MILES AIR LINE SOUTHWEST OF ALAMO CROSSING, ABOUT 2 MILES AIR
 ET1079'LINE SOUTHEAST OF SWANSEA MINES, AND IS LOCALLY KNOWN AS
 ET1079'CORRIGAN PEAK.  THE STATION IS ON THE HIGHEST POINT, 15 FEET
 ET1079'SOUTH OF A 200 FOOT VERTICAL CLIFF, 4 FEET EAST OF THE WEST
 ET1079'RIM, 3 FEET NORTH OF THE SOUTH RIM, FLUSH, AND IS STAMPED,
 ET1079'CORRIGAN 1948.
 ET1079'
 ET1079'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN
 ET1079'THE STATION, ON THE NORTH RIM, FLUSH, AND IS STAMPED, CORRIGAN
 ET1079'NO 1 1948.
 ET1079'
 ET1079'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN
 ET1079'THE STATION, 6 FEET SOUTH OF THE NORTH RIM, 5 FEET NORTH
 ET1079'OF THE SOUTHWEST RIM, FLUSH, AND IS STAMPED, CORRIGAN NO
 ET1079'2 1948.
 ET1079'
 ET1079'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 41
 ET1079'PACES WEST OF (BEFORE REACHING) THE SWANSEA MINES, 9 FEET
 ET1079'SOUTH OF THE CENTER LINE OF BLADED ROAD, SET IN THE SOUTH
 ET1079'ABUTMENT OF A CONCRETE CULVERT, PROJECTS 8 INCHES, AND IS
 ET1079'STAMPED, CORRIGAN 1948.
 ET1079'
 ET1079'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 95 IN BOUSE.
 ET1079'GO EAST AND NORTH ON BLADED ROAD FOR 13.4 MILES TO A FORK.
 ET1079'TAKE THE LEFT FORK AND GO 0.4 MILE TO CROSSROAD AT POWER LINE.
 ET1079'CONTINUE STRAIGHT AHEAD FOR 5.2 MILES TO SIGN PLANET RANCH
 ET1079'AND FORK.  TAKE THE RIGHT FORK AND GO 7.4 MILES TO ENTRANCE
 ET1079'TO THE SWANSEA MINES AND AZIMUTH MARK AS DESCRIBED ABOVE.
 ET1079'CONTINUE 0.1 MILE TO OFFICE BUILDING OF DESERTED MINE AND ARROW
 ET1079'DENOTING CONTINUENCE OF ROAD.  TURN LEFT AS PER ARROW SIGN,
 ET1079'AND GO 0.5 MILE TO THE BOTTOM OF HILL AND WASH.  TAKE THE
 ET1079'LEFT FORK ALONG POLE LINE AND THEN UP A DRAW FOR 2.45 MILES
 ET1079'TO A POINT WHERE THE ROAD LEAVES THE WASH.  CONTINUE 0.2
 ET1079'MILE TO TOP OF GRADE.  AT THIS POINT TURN LEFT (N) LEAVING
 ET1079'ROAD, AND PICK WAY ALONG SERIES OF RIDGES TOWARD STATION
 ET1079'PEAK, FOLLOW THESE RIDGES FOR APPROXIMATELY 1.8 MILE TO THE
 ET1079'BASE OF BLACK BUTTE AND THE END OF TRUCK TRAVEL.  PACK
 ET1079'NORTHEAST THEN NORTH TO THE HIGHEST POINT AND STATION.  A
 ET1079'30 MINUTE PACK.  WITH A TWO WHEEL DRIVE VEHICLE
 ET1079'APPROXIMATELY 1 HOUR PACK.
 ET1079
 ET1079                          STATION RECOVERY (1955)
 ET1079
 ET1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1079'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK
 ET1079'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION FOR REACHING
 ET1079'THE SWANSEA MINE IS GOOD.  FROM HERE ON THE ROADS ARE PASSABLE
 ET1079'BY FOUR-WHEEL DRIVE VEHICLE ONLY.
 ET1079
 ET1079                          STATION RECOVERY (1967)
 ET1079
 ET1079'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMW)
 ET1079'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 R.M. 2 AND
 ET1079'AZ. MK. ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0855 ***********************************************************************
 CZ0855  DESIGNATION -  CORTARO
 CZ0855  PID         -  CZ0855
 CZ0855  STATE/COUNTY-  AZ/PIMA
 CZ0855  USGS QUAD   -  JAYNES (1992)
 CZ0855
 CZ0855                         *CURRENT SURVEY CONTROL
 CZ0855  ___________________________________________________________________
 CZ0855* NAD 83(1992)-  32 22 02.47541(N)    111 05 53.32435(W)     ADJUSTED  
 CZ0855* NAVD 88     -       651.922  (meters)    2138.85   (feet)  ADJUSTED  
 CZ0855  ___________________________________________________________________
 CZ0855  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CZ0855  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0855  DYNAMIC HT  -         651.048 (meters)    2135.98  (feet)  COMP
 CZ0855  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CZ0855
 CZ0855  HORZ ORDER  -  FIRST
 CZ0855  VERT ORDER  -  FIRST     CLASS II
 CZ0855
 CZ0855.The horizontal coordinates were established by classical geodetic methods
 CZ0855.and adjusted by the National Geodetic Survey in August 1993..
 CZ0855
 CZ0855.The orthometric height was determined by differential leveling
 CZ0855.and adjusted by the National Geodetic Survey in June 1991..
 CZ0855
 CZ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0855
 CZ0855.The geoid height was determined by GEOID03.
 CZ0855
 CZ0855.The dynamic height is computed by dividing the NAVD 88
 CZ0855.geopotential number by the normal gravity value computed on the
 CZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0855.degrees latitude (g = 980.6199 gals.).
 CZ0855
 CZ0855.The modeled gravity was interpolated from observed gravity values.
 CZ0855
 CZ0855;                    North         East     Units Scale Factor Converg.
 CZ0855;SPC AZ C     -   151,893.440   290,388.080   MT  0.99997314   +0 26 17.6
 CZ0855;SPC AZ C     -   498,338.06    952,716.80   iFT  0.99997314   +0 26 17.6
 CZ0855;UTM  12      - 3,581,159.560   490,766.769   MT  0.99960105   -0 03 09.2
 CZ0855
 CZ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0855!SPC AZ C     -   0.99990225  x   0.99997314  =   0.99987540
 CZ0855!UTM  12      -   0.99990225  x   0.99960105  =   0.99950334
 CZ0855
 CZ0855|---------------------------------------------------------------------|
 CZ0855| PID    Reference Object                     Distance      Geod. Az  |
 CZ0855|                                                           dddmmss.s |
 CZ0855| CZ1425 CORTARO RM 3                         20.883 METERS 04851     |
 CZ0855| CZ0857 CORTARO RM 1                         20.927 METERS 05421     |
 CZ0855| CH5011 ROUTE 84 STA 284 143                               1332356.2 |
 CZ0855| CZ0856 CORTARO RM 2                         28.304 METERS 14126     |
 CZ0855| CZ1424 CORTARO RM 4                          8.098 METERS 22820     |
 CZ0855| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 0.6 KM 3552130.6 |
 CZ0855|---------------------------------------------------------------------|
 CZ0855
 CZ0855                          SUPERSEDED SURVEY CONTROL
 CZ0855
 CZ0855  NAD 83(1986)-  32 22 02.47244(N)    111 05 53.32077(W) AD(       ) 1
 CZ0855  NAD 27      -  32 22 02.20670(N)    111 05 50.97010(W) AD(       ) 1
 CZ0855  NGVD 29 (??/??/92)  651.266  (m)         2136.70   (f) ADJ UNCH    1 2
 CZ0855
 CZ0855.Superseded values are not recommended for survey control.
 CZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0855.See file dsdata.txt to determine how the superseded data were derived.
 CZ0855
 CZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9076781160(NAD 83)
 CZ0855_MARKER: DS = TRIANGULATION STATION DISK
 CZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0855_STAMPING: CORTARO 1959
 CZ0855_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0855+STABILITY: SURFACE MOTION
 CZ0855
 CZ0855  HISTORY     - Date     Condition        Report By
 CZ0855  HISTORY     - 1960     MONUMENTED       CGS
 CZ0855  HISTORY     - 1960     GOOD             NGS
 CZ0855  HISTORY     - 1971     GOOD             AZHD
 CZ0855  HISTORY     - 1971     GOOD             NGS
 CZ0855  HISTORY     - 1975     GOOD             NGS
 CZ0855  HISTORY     - 1980     GOOD             NGS
 CZ0855  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ0855
 CZ0855                          STATION DESCRIPTION
 CZ0855
 CZ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0855'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF CORTARO AND 4-1/2
 CZ0855'MILES SOUTHEAST OF RILLITO, IN THE MEDIAN BETWEEN THE OPPOSITE
 CZ0855'LANES OF STATE HIGHWAY 84.
 CZ0855'
 CZ0855'REACHED FROM THE POST OFFICE IN CORTARO BY GOING NORTHWEST
 CZ0855'ON STATE HIGHWAY 84 FOR 1.1 MILE TO MILEPOST 231 AND THE
 CZ0855'STATION ON THE LEFT.
 CZ0855'
 CZ0855'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 CZ0855'ON HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CZ0855'
 CZ0855'STATION MARKS ARE STANDARD DISKS, STAMPED CORTARO 1959.  THE
 CZ0855'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CZ0855'POST PROJECTING 5 INCHES.  IT IS 112 FEET SOUTHWEST OF THE
 CZ0855'CENTERLINE OF THE NORTHWEST BOUND LANE OF STATE HIGHWAY
 CZ0855'84, 94 FEET NORTHEAST OF MILEPOST 231, 69 FEET SOUTHWEST OF
 CZ0855'A POWERLINE POLE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE
 CZ0855'AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 CZ0855'BOUND LANE OF STATE HIGHWAY 84.
 CZ0855'
 CZ0855'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORTARO NO 1 1959,
 CZ0855'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE POST PROJECTING
 CZ0855'7 INCHES.  IT IS 121 FEET NORTHEAST OF THE CENTERLINE OF
 CZ0855'THE SOUTHEAST BOUND LANE OF STATE HIGHWAY 84, 43 FEET SOUTHWEST
 CZ0855'OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF STATE HIGHWAY
 CZ0855'84 AND 1 FOOT SOUTHEAST OF THE POWERLINE POLE.
 CZ0855'
 CZ0855'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORTARO NO 2 1959,
 CZ0855'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE POST PROJECTING 5
 CZ0855'INCHES.  IT IS 117 FEET SOUTHWEST OF THE NORTHWEST BOUND LANE
 CZ0855'OF STATE HIGHWAY 84, 114 FEET SOUTH OF THE POWERLINE POLE
 CZ0855'AND 47 FEET NORTHEAST OF THE SOUTHEAST BOUND LANE OF STATE
 CZ0855'HIGHWAY 84.
 CZ0855'
 CZ0855'284 143 IS AN ARIZONA HIGHWAY DEPARTMENT BENCH MARK DISK, STAMPED
 CZ0855'284 143 1930, CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 CZ0855'HEADWALL OF A CONCRETE CULVERT IN THE NORTHWEST BOUND LANE OF
 CZ0855'STATE HIGHWAY 84.
 CZ0855
 CZ0855                          STATION RECOVERY (1960)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0855'1.1 MI NW FROM CORTARO.
 CZ0855'TO REACH FROM THE POST OFFICE IN CORTARO, GO NORTHWEST ON STATE
 CZ0855'HIGHWAY 84 FOR 1.1 MILES TO  MILEPOST 231 AND THE MARK ON THE LEFT,
 CZ0855'112 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-BOUND TRAFFIC
 CZ0855'LANE, 94 FEET NORTHEAST OF MILEPOST 231, 50 FEET NORTHEAST OF THE
 CZ0855'CENTER LINE OF THE SOUTHEAST-BOUND TRAFFIC LANE, SET IN THE TOP OF A
 CZ0855'12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 CZ0855
 CZ0855                          STATION RECOVERY (1971)
 CZ0855
 CZ0855'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0855'GENERAL LOCATION ALONG INT. 10 BETWEEN PICACHO AND TUCSON,
 CZ0855'120 FT WESTERLY OF MILEPOST 246.
 CZ0855'
 CZ0855'TO REACH THE STATION IS A STANDARD TRIANGULATION BRASS
 CZ0855'CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.6 FT, STAMPED
 CZ0855'CORTARO 195, AND 35 FT NORTHERLY OF THE NORTH EDGE OF WESTBOUND
 CZ0855'LANE OF INT. 10 R.M. NO 1 IS A STANDARD USC AND GS REFERENCE MARK
 CZ0855'BRASS CAP, SET IN A 12 IN CYLINDRICAL POST WHICH HAS BEEN
 CZ0855'STRUCK BY HEAVY EQUIPMENT AND LEFT BADLY LEANING.  IT IS
 CZ0855'ABOUT 69 FEET NORTHERLY OF THE STATION.  R.M. NO 2 IS A
 CZ0855'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 CZ0855'SQUARE CONCRETE POST, UP 1 FT AND WHICH HAS BEEN STRUCK
 CZ0855'WITH HEAVY EQUIPMENT AND BADLY DAMAGED.  R.M. NO. 3 IS A
 CZ0855'STANDARD REFERENCE MARK BRASS CAP, SET IN A 12 IN
 CZ0855'CYLINDRICAL CONCRETE POST, STAMPED, CORTARO NO 3 1959 1971,
 CZ0855'UP 0.1 FT AND 6 FT SOUTH OF A CONCRETE DITCH, AND
 CZ0855'NORTHERLY OF THE STATION.  R.M. NO 4 IS A STANDARD
 CZ0855'REFERENCE BRASS CAP, STAMPED, CORTARO NO 4 1959 1971,
 CZ0855'SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.2 FT, SOUTH
 CZ0855'OF THE MAIN STATION, AND 7 FT. NORTH OF THE NORTH EDGE
 CZ0855'OF THE WEST BOUND LANE.  THE AZIMUTH IS AN AHD BRASS CAP,
 CZ0855'SET IN A CULVERT HEADWALL, AND STAMPED 284 143 1930.
 CZ0855
 CZ0855                          STATION RECOVERY (1971)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ0855'RECOVERED IN GOOD CONDITION.
 CZ0855
 CZ0855                          STATION RECOVERY (1975)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JKS)
 CZ0855'THE STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 CZ0855'GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED BUT
 CZ0855'ARE CONSIDERED DESTROYED AND ARE NOT USABLE DUE TO ROAD
 CZ0855'CONSTRUCTION.  NO DESCRIPTION IS BEING WRITTEN NOW, A NEW USC AND
 CZ0855'GS RECOVERY NOTE SHOULD BE FILED.  R.M.S NO. 3 AND NO. 4 WERE
 CZ0855'ESTABLISHED BY USC AND GS IN 1971.
 CZ0855
 CZ0855                          STATION RECOVERY (1980)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0855'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0855'RAILROAD FROM THE STATION AT TUCSON, 1.1 KILOMETERS (0.75 MILE)
 CZ0855'NORTHWEST OF THE CORTARO ROAD OVERPASS, SET BETWEEN THE FRONTAGE ROAD
 CZ0855'AND THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10, 14 METERS (56 FEET)
 CZ0855'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 10,
 CZ0855'38 METERS (125 FEET) EAST-NORTHEAST OF HIGHWAY MILE POST 246 AND
 CZ0855'20.7 METERS (68 FEET) SOUTHWEST OF A POWER LINE POLE.
 CZ0855'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 CZ0855
 CZ0855                          STATION RECOVERY (1997)
 CZ0855
 CZ0855'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1959 ***********************************************************************
 CZ1959  DESIGNATION -  CORTARO RAD STA KUAT MAST
 CZ1959  PID         -  CZ1959
 CZ1959  STATE/COUNTY-  AZ/PIMA
 CZ1959  USGS QUAD   -  JAYNES (1992)
 CZ1959
 CZ1959                         *CURRENT SURVEY CONTROL
 CZ1959  ___________________________________________________________________
 CZ1959* NAD 83(1992)-  32 22 21.66496(N)    111 05 55.16015(W)     ADJUSTED  
 CZ1959* NAVD 88     -                                                        
 CZ1959  ___________________________________________________________________
 CZ1959  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 CZ1959  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1959
 CZ1959  HORZ ORDER  -  THIRD
 CZ1959
 CZ1959.The horizontal coordinates were established by classical geodetic methods
 CZ1959.and adjusted by the National Geodetic Survey in August 1993..
 CZ1959
 CZ1959
 CZ1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1959
 CZ1959.The geoid height was determined by GEOID03.
 CZ1959
 CZ1959;                    North         East     Units Scale Factor Converg.
 CZ1959;SPC AZ C     -   152,484.149   290,335.571   MT  0.99997304   +0 26 16.8
 CZ1959;SPC AZ C     -   500,276.08    952,544.52   iFT  0.99997304   +0 26 16.8
 CZ1959;UTM  12      - 3,581,750.477   490,719.339   MT  0.99960106   -0 03 10.2
 CZ1959
 CZ1959                          SUPERSEDED SURVEY CONTROL
 CZ1959
 CZ1959  NAD 83(1986)-  32 22 21.66174(N)    111 05 55.15720(W) AD(       ) 4
 CZ1959  NAD 27      -  32 22 21.39689(N)    111 05 52.80657(W) AD(       ) 3
 CZ1959
 CZ1959.Superseded values are not recommended for survey control.
 CZ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1959.See file dsdata.txt to determine how the superseded data were derived.
 CZ1959
 CZ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9071981750(NAD 83)
 CZ1959_MARKER: 42 = RADIO/TV MAST
 CZ1959
 CZ1959  HISTORY     - Date     Condition        Report By
 CZ1959  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ1959  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ1959  HISTORY     - 20051105 GOOD             GEOCAC
 CZ1959
 CZ1959                          STATION DESCRIPTION
 CZ1959
 CZ1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1959'THE STATION IS THE RED LIGHT ATOP THE CORTARO, RADIO STATION KUAT
 CZ1959'MAST THAT IS LOCATED ABOUT 14 MILES NORTHWEST OF TUCSON AND 1/2 MILE
 CZ1959'NORTH OF INTERSTATE HIGHWAY 10.  THE MAST IS TRIANGULAR IN CROSS
 CZ1959'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 300
 CZ1959'FEET IN HEIGHT.
 CZ1959
 CZ1959                          STATION RECOVERY (1997)
 CZ1959
 CZ1959'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1959'MARK NOT FOUND.
 CZ1959
 CZ1959                          STATION RECOVERY (2005)
 CZ1959
 CZ1959'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0856 ***********************************************************************
 CZ0856  DESIGNATION -  CORTARO RM 2
 CZ0856  PID         -  CZ0856
 CZ0856  STATE/COUNTY-  AZ/PIMA
 CZ0856  USGS QUAD   -  JAYNES (1992)
 CZ0856
 CZ0856                         *CURRENT SURVEY CONTROL
 CZ0856  ___________________________________________________________________
 CZ0856* NAD 83(1986)-  32 22 01.     (N)    111 05 53.     (W)     SCALED    
 CZ0856* NAVD 88     -       652.123  (meters)    2139.51   (feet)  ADJUSTED  
 CZ0856  ___________________________________________________________________
 CZ0856  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0856  DYNAMIC HT  -         651.249 (meters)    2136.64  (feet)  COMP
 CZ0856  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CZ0856
 CZ0856  VERT ORDER  -  FIRST     CLASS II
 CZ0856
 CZ0856.The horizontal coordinates were scaled from a topographic map and have
 CZ0856.an estimated accuracy of +/- 6 seconds.
 CZ0856
 CZ0856.The orthometric height was determined by differential leveling
 CZ0856.and adjusted by the National Geodetic Survey in June 1991..
 CZ0856
 CZ0856.The geoid height was determined by GEOID03.
 CZ0856
 CZ0856.The dynamic height is computed by dividing the NAVD 88
 CZ0856.geopotential number by the normal gravity value computed on the
 CZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0856.degrees latitude (g = 980.6199 gals.).
 CZ0856
 CZ0856.The modeled gravity was interpolated from observed gravity values.
 CZ0856
 CZ0856;                    North         East    Units  Estimated Accuracy
 CZ0856;SPC AZ C     -   151,850.      290,400.      MT  (+/- 180 meters Scaled)
 CZ0856
 CZ0856                          SUPERSEDED SURVEY CONTROL
 CZ0856
 CZ0856  NGVD 29 (??/??/92)  651.417  (m)         2137.19   (f) ADJ UNCH    1 2
 CZ0856
 CZ0856.Superseded values are not recommended for survey control.
 CZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0856.See file dsdata.txt to determine how the superseded data were derived.
 CZ0856
 CZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907811(NAD 83)
 CZ0856_MARKER: DR = REFERENCE MARK DISK
 CZ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0856_STAMPING: CORTARO NO 2 1959
 CZ0856_PROJECTION: PROJECTING 23 CENTIMETERS
 CZ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0856+STABILITY: SURFACE MOTION
 CZ0856
 CZ0856  HISTORY     - Date     Condition        Report By
 CZ0856  HISTORY     - 1959     MONUMENTED       CGS
 CZ0856  HISTORY     - 1960     GOOD             NGS
 CZ0856  HISTORY     - 1980     POOR             NGS
 CZ0856
 CZ0856                          STATION DESCRIPTION
 CZ0856
 CZ0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0856'1.1 MI NW FROM CORTARO.
 CZ0856'TO REACH FROM THE POST OFFICE IN CORTARO, GO NORTHWEST ON STATE
 CZ0856'HIGHWAY 84 FOR 1.1 MILES TO MILEPOST 231, 117 FEET SOUTHWEST OF THE
 CZ0856'NORTHWEST-BOUND LANE, 47 FEET NORTHEAST OF THE SOUTHEAST-BOUND LANE,
 CZ0856'SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT PROJECTS 5
 CZ0856'INCHES.
 CZ0856
 CZ0856                          STATION RECOVERY (1980)
 CZ0856
 CZ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0856'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0856'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.23,
 CZ0856'SET BETWEEN THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10 AND THE
 CZ0856'EAST FRONTAGE ROAD, 14.3 METERS (47 FEET) NORTHEAST OF THE
 CZ0856'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 10, 35.7 METERS
 CZ0856'(117 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S.
 CZ0856'HIGHWAY 84), 34.8 METERS (114 FEET) SOUTH OF A POWER LINE POLE,
 CZ0856'28.3 METERS (93 FEET) SOUTHEAST OF STATION CORTARO AND 12.2 METERS
 CZ0856'(40 FEET) NORTH OF INTERSTATE 10 MILE POST 246.
 CZ0856'THE MARK IS 1 M BELOW WESTBOUND LANE I-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1425 ***********************************************************************
 CZ1425  DESIGNATION -  CORTARO RM 3
 CZ1425  PID         -  CZ1425
 CZ1425  STATE/COUNTY-  AZ/PIMA
 CZ1425  USGS QUAD   -  JAYNES (1992)
 CZ1425
 CZ1425                         *CURRENT SURVEY CONTROL
 CZ1425  ___________________________________________________________________
 CZ1425* NAD 83(1986)-  32 22 02.     (N)    111 05 52.     (W)     SCALED    
 CZ1425* NAVD 88     -       651.948  (meters)    2138.93   (feet)  ADJUSTED  
 CZ1425  ___________________________________________________________________
 CZ1425  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1425  DYNAMIC HT  -         651.074 (meters)    2136.07  (feet)  COMP
 CZ1425  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CZ1425
 CZ1425  VERT ORDER  -  FIRST     CLASS II
 CZ1425
 CZ1425.The horizontal coordinates were scaled from a topographic map and have
 CZ1425.an estimated accuracy of +/- 6 seconds.
 CZ1425
 CZ1425.The orthometric height was determined by differential leveling
 CZ1425.and adjusted by the National Geodetic Survey in June 1991..
 CZ1425
 CZ1425.The geoid height was determined by GEOID03.
 CZ1425
 CZ1425.The dynamic height is computed by dividing the NAVD 88
 CZ1425.geopotential number by the normal gravity value computed on the
 CZ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1425.degrees latitude (g = 980.6199 gals.).
 CZ1425
 CZ1425.The modeled gravity was interpolated from observed gravity values.
 CZ1425
 CZ1425;                    North         East    Units  Estimated Accuracy
 CZ1425;SPC AZ C     -   151,880.      290,420.      MT  (+/- 180 meters Scaled)
 CZ1425
 CZ1425                          SUPERSEDED SURVEY CONTROL
 CZ1425
 CZ1425.No superseded survey control is available for this station.
 CZ1425
 CZ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA908811(NAD 83)
 CZ1425_MARKER: DR = REFERENCE MARK DISK
 CZ1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1425_SP_SET: CONCRETE POST
 CZ1425_STAMPING: CORTARO 1959 NO 3 1971
 CZ1425_PROJECTION: FLUSH
 CZ1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1425+STABILITY: SURFACE MOTION
 CZ1425
 CZ1425  HISTORY     - Date     Condition        Report By
 CZ1425  HISTORY     - 1971     MONUMENTED       NGS
 CZ1425  HISTORY     - 1980     GOOD             NGS
 CZ1425
 CZ1425                          STATION DESCRIPTION
 CZ1425
 CZ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1425'20.3 KM NW FROM TUCSON.
 CZ1425'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1425'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.23,
 CZ1425'SET BETWEEN THE WESTBOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 10
 CZ1425'AND THE EAST FRONTAGE ROAD, 13.1 METERS (43 FEET) SOUTHWEST OF THE
 CZ1425'CENTERLINE OF THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 20.9 METERS
 CZ1425'(68 FEET) NORTHEAST OF STATION CORTARO, 1.9 METER (6.3 FEET)
 CZ1425'SOUTHWEST OF THE SOUTHWEST TOP EDGE OF A CONCRETE-LINED IRRIGATION
 CZ1425'DITCH AND 0.8 METER (2.5 FEET) NORTHWEST OF A POWER LINE POLE.
 CZ1425'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1425'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1424 ***********************************************************************
 CZ1424  DESIGNATION -  CORTARO RM 4
 CZ1424  PID         -  CZ1424
 CZ1424  STATE/COUNTY-  AZ/PIMA
 CZ1424  USGS QUAD   -  JAYNES (1992)
 CZ1424
 CZ1424                         *CURRENT SURVEY CONTROL
 CZ1424  ___________________________________________________________________
 CZ1424* NAD 83(1986)-  32 22 02.     (N)    111 05 53.     (W)     SCALED    
 CZ1424* NAVD 88     -       652.131  (meters)    2139.53   (feet)  ADJUSTED  
 CZ1424  ___________________________________________________________________
 CZ1424  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1424  DYNAMIC HT  -         651.257 (meters)    2136.67  (feet)  COMP
 CZ1424  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CZ1424
 CZ1424  VERT ORDER  -  FIRST     CLASS II
 CZ1424
 CZ1424.The horizontal coordinates were scaled from a topographic map and have
 CZ1424.an estimated accuracy of +/- 6 seconds.
 CZ1424
 CZ1424.The orthometric height was determined by differential leveling
 CZ1424.and adjusted by the National Geodetic Survey in June 1991..
 CZ1424
 CZ1424.The geoid height was determined by GEOID03.
 CZ1424
 CZ1424.The dynamic height is computed by dividing the NAVD 88
 CZ1424.geopotential number by the normal gravity value computed on the
 CZ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1424.degrees latitude (g = 980.6199 gals.).
 CZ1424
 CZ1424.The modeled gravity was interpolated from observed gravity values.
 CZ1424
 CZ1424;                    North         East    Units  Estimated Accuracy
 CZ1424;SPC AZ C     -   151,880.      290,400.      MT  (+/- 180 meters Scaled)
 CZ1424
 CZ1424                          SUPERSEDED SURVEY CONTROL
 CZ1424
 CZ1424.No superseded survey control is available for this station.
 CZ1424
 CZ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907811(NAD 83)
 CZ1424_MARKER: DR = REFERENCE MARK DISK
 CZ1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1424_SP_SET: CONCRETE POST
 CZ1424_STAMPING: CORTARO NO 4 1959 1971
 CZ1424_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1424+STABILITY: SURFACE MOTION
 CZ1424
 CZ1424  HISTORY     - Date     Condition        Report By
 CZ1424  HISTORY     - 1971     MONUMENTED       NGS
 CZ1424  HISTORY     - 1980     GOOD             NGS
 CZ1424  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ1424
 CZ1424                          STATION DESCRIPTION
 CZ1424
 CZ1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1424'20.3 KM NW FROM TUCSON.
 CZ1424'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1424'RAILROAD FROM THE STATION AT TUCSON, 1.1 KILOMETER (0.75 MILE)
 CZ1424'NORTHWEST OF THE CORTARO ROAD OVERPASS, 9.4 METERS (31 FEET)
 CZ1424'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 CZ1424'HIGHWAY 10, 36.5 METERS (120 FEET) NORTHEAST OF HIGHWAY MILE POST
 CZ1424'246, 28.6 METERS (94 FEET) SOUTHWEST OF A POWER LINE POLE AND
 CZ1424'0.8 METER (2.5 FEET) SOUTHEAST OF A SPEED LIMIT SIGN.
 CZ1424'THE MARK IS 0.9 M BELOW INTERSTATE 10.
 CZ1424
 CZ1424                          STATION RECOVERY (1997)
 CZ1424
 CZ1424'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1913 ***********************************************************************
 DV1913  DESIGNATION -  CORTEZ
 DV1913  PID         -  DV1913
 DV1913  STATE/COUNTY-  AZ/MARICOPA
 DV1913  USGS QUAD   -  CORTEZ PEAK (1989)
 DV1913
 DV1913                         *CURRENT SURVEY CONTROL
 DV1913  ___________________________________________________________________
 DV1913* NAD 83(1992)-  33 15 48.94563(N)    113 13 43.61160(W)     ADJUSTED  
 DV1913* NAVD 88     -       770.0    (meters)    2526.     (feet)  VERTCON   
 DV1913  ___________________________________________________________________
 DV1913  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DV1913  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1913
 DV1913  HORZ ORDER  -  SECOND
 DV1913
 DV1913.The horizontal coordinates were established by classical geodetic methods
 DV1913.and adjusted by the National Geodetic Survey in August 1993..
 DV1913
 DV1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1913
 DV1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1913
 DV1913.The geoid height was determined by GEOID03.
 DV1913
 DV1913;                    North         East     Units Scale Factor Converg.
 DV1913;SPC AZ C     -   251,751.057    91,112.555   MT  1.00008420   -0 43 11.2
 DV1913;SPC AZ C     -   825,954.91    298,925.71   iFT  1.00008420   -0 43 11.2
 DV1913;UTM  12      - 3,682,725.237   292,396.859   MT  1.00013141   -1 13 22.5
 DV1913
 DV1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1913!SPC AZ C     -   0.99988404  x   1.00008420  =   0.99996823
 DV1913!UTM  12      -   0.99988404  x   1.00013141  =   1.00001544
 DV1913
 DV1913:                Primary Azimuth Mark                     Grid Az
 DV1913:SPC AZ C     -  LOS ANGELES PHOENIX AWY BCN 30           022 16 40.1
 DV1913:UTM  12      -  LOS ANGELES PHOENIX AWY BCN 30           022 46 51.4
 DV1913
 DV1913|---------------------------------------------------------------------|
 DV1913| PID    Reference Object                     Distance      Geod. Az  |
 DV1913|                                                           dddmmss.s |
 DV1913| DV1888 LOS ANGELES PHOENIX AWY BCN 30      APPROX.30.0 KM 0213328.9 |
 DV1913| CH2978 CORTEZ RM 1                           4.091 METERS 03024     |
 DV1913| CH2977 CORTEZ AZ MK                                       0400604.5 |
 DV1913| CH2979 CORTEZ RM 2                          10.139 METERS 15053     |
 DV1913| DV1929 EAGLE TAIL PEAK                     APPROX.17.0 KM 3353357.6 |
 DV1913|---------------------------------------------------------------------|
 DV1913
 DV1913                          SUPERSEDED SURVEY CONTROL
 DV1913
 DV1913  NAD 83(1986)-  33 15 48.93860(N)    113 13 43.61866(W) AD(       ) 2
 DV1913  NAD 27      -  33 15 48.79200(N)    113 13 40.94700(W) AD(       ) 2
 DV1913  NGVD 29 (07/19/86)  769.3    (m)         2524.     (f) VERT ANG       
 DV1913
 DV1913.Superseded values are not recommended for survey control.
 DV1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1913.See file dsdata.txt to determine how the superseded data were derived.
 DV1913
 DV1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9239782725(NAD 83)
 DV1913_MARKER: DS = TRIANGULATION STATION DISK
 DV1913_SETTING: 66 = SET IN ROCK OUTCROP
 DV1913_SP_SET: SET IN BEDROCK
 DV1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1913+STABILITY: POSITION/ELEVATION WELL
 DV1913
 DV1913  HISTORY     - Date     Condition        Report By
 DV1913  HISTORY     - 1949     MONUMENTED       USGS
 DV1913  HISTORY     - 1950     GOOD             USGS
 DV1913  HISTORY     - 1958     GOOD             USGS
 DV1913  HISTORY     - 1964     GOOD             USGS
 DV1913
 DV1913                          STATION DESCRIPTION
 DV1913
 DV1913'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1913'LOCATED ABOUT 35 MI NW. OF GILA BEND, 26 MI W. OF GILLESPIE DAM.
 DV1913'ON HIGH POINT OF EASTERN TIP OF CORTEZ PEAK.
 DV1913'
 DV1913'TO REACH FROM GILA BEND POST OFFICE, DRIVE 26.4 MI TOWARD PHOENIX
 DV1913'ON U.S. HWY. 80 TO SIGN EL PASO NATURAL GAS CO.  TURN LEFT 0.7
 DV1913'MI W. TO RD. FORKS.  TAKE RIGHT FORK 7 MI TO RD. FORKS.  TAKE LEFT
 DV1913'FORK 5 MI TO RD. FORKS.  TAKE RIGHT FORK 8.1 MI.  TURN RIGHT ONTO
 DV1913'OLD MINE RD. JUST E. OF FOURTH OF JULY BUTTE AROUND NORTH SIDE OF
 DV1913'BUTTE IN WESTERLY DIRECTION 9 MI TO OLD MINE (NUMEROUS TRACKS AND
 DV1913'TRAILS BETWEEN BUTTE AND MINE ALL MAKE THEIR WAY UP TO MINE).
 DV1913'PACK S. TO HIGH POINT AND STATION.  A 30-MINUTE PACK.
 DV1913'
 DV1913'STATION MARK--STANDARD TABLET STAMPED---CORTEZ 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913'
 DV1913'RM 1--STANDARD RM TABLET STAMPED---CORTEZ NO 1 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913'
 DV1913'RM 2--STANDARD RM TABLET STAMPED---CORTEZ NO 2 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913
 DV1913                          STATION RECOVERY (1950)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1913'THE STATION IS LOCATED ON THE SOUTHEAST POINT OF THE CORTEZ
 DV1913'MOUNTAINS WHICH IS TOPPED BY TWO PEAKS ABOUT 100 YARDS APART.
 DV1913'CORTEZ MOUNTAINS IS THE HIGHEST ELEVATION IN THIS GENERAL
 DV1913'LOCALITY, IT APPEARS AS A LIGHT COLORED RIDGE, ABOUT 35
 DV1913'MILES AIRLINE NORTH NORTHEAST OF DATELAND AND ABOUT 2 MILES
 DV1913'NORTHWEST OF A COUNTY ROAD.  THE MARK IS A STANDARD U.S.
 DV1913'GEOLOGICAL SURVEY BENCH MARK CEMENTED IN A DRILL HOLE IN
 DV1913'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED CORTEZ 1949.
 DV1913'
 DV1913'R.M. 1 IS CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1
 DV1913'FOOT LOWER THAN THE STATION.  THE MARK IS A STANDARD U.S.G.S.
 DV1913'BENCH MARK.  IT IS STAMPED CORTEZ NO 1 1949.
 DV1913'
 DV1913'R.M. 2 IS A STANDARD U.S.G.S. BENCH MARK, CEMENTED IN A DRILL
 DV1913'HOLE IN BEDROCK ABOUT 15 FEET LOWER THAN THE STATION.  IT
 DV1913'IS STAMPED CORTEZ NO 2 1949.
 DV1913'
 DV1913'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES NORTHEAST OF THE STATION,
 DV1913'32 FEET EAST OF THE CENTER LINE OF A TRACK ROAD AND 4.4
 DV1913'FEET WEST OF A STANDARD REFERENCE POST.  THE MARK IS A STANDARD
 DV1913'U.S.C. AND G.S. DISK BRAZED IN THE TOP OF A 3 INCH SOIL
 DV1913'PIPE, AND PROJECTING ABOUT 6 INCHES.  IT IS STAMPED CORTEZ 1950.
 DV1913'
 DV1913'TO REACH THE STATION FROM HYDER GO EAST FOR 5.2 MILES, TURN
 DV1913'LEFT AND CROSSING RAILROAD TRACKS, CONTINUE MAIN TRAVEL ROAD
 DV1913'FOR 21.2 MILES TO A TRACK ROAD LEFT, CONTINUE TRACK ROAD
 DV1913'FOR 1.45 MILE TO A Y FORK, KEEP RIGHT FORK, GO 0.65 MILE
 DV1913'PASS OVER CROSS ROADS, AND KEEP STRAIGHT AHEAD NORTHERLY WITH
 DV1913'EAGLE TAIL PEAK IN RANGE, FOR 4.1 MILES THENCE AHEAD WESTERLY
 DV1913'FOR 0.1 MILE TO A T JUNCTION, KEEP STRAIGHT AHEAD, WEST,
 DV1913'1.8 MILES TO A Y FORK, KEEP RIGHT FORK ONTO THE RIDGE, AND
 DV1913'CONTINUE 1.0 MILE TO A FORMER CAMPSITE, CONTINUE ON WESTERLY
 DV1913'FOR 0.3 MILE TO THE UPPER TUNNEL THIS IS END OF TRUCK
 DV1913'TRAVEL.  PACK UP STEEP RIDGE TO THE HIGHEST POINT AND THE
 DV1913'STATION.  (A 1 HOUR PACK).
 DV1913'
 DV1913'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1913
 DV1913                          STATION RECOVERY (1958)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1913'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DV1913'ALSO RECOVERED BY CGS IN 1950.
 DV1913
 DV1913                          STATION RECOVERY (1964)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1913'RECOVERED AS DESCRIBED BY USGS AND CGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0888 ***********************************************************************
 FR0888  DESIGNATION -  CORVA
 FR0888  PID         -  FR0888
 FR0888  STATE/COUNTY-  AZ/COCONINO
 FR0888  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0888
 FR0888                         *CURRENT SURVEY CONTROL
 FR0888  ___________________________________________________________________
 FR0888* NAD 83(1992)-  35 15 41.92515(N)    112 21 05.95980(W)     ADJUSTED  
 FR0888* NAVD 88     -      1962.5    (meters)    6439.     (feet)  VERTCON   
 FR0888  ___________________________________________________________________
 FR0888  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 FR0888  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 FR0888
 FR0888  HORZ ORDER  -  SECOND
 FR0888
 FR0888.The horizontal coordinates were established by classical geodetic methods
 FR0888.and adjusted by the National Geodetic Survey in August 1993..
 FR0888
 FR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0888
 FR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0888
 FR0888.The geoid height was determined by GEOID03.
 FR0888
 FR0888;                    North         East     Units Scale Factor Converg.
 FR0888;SPC AZ C     -   472,685.821   173,781.312   MT  0.99991930   -0 15 04.1
 FR0888;SPC AZ C     - 1,550,806.50    570,148.66   iFT  0.99991930   -0 15 04.1
 FR0888;UTM  12      - 3,902,896.565   377,049.264   MT  0.99978630   -0 46 49.5
 FR0888
 FR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0888!SPC AZ C     -   0.99969587  x   0.99991930  =   0.99961519
 FR0888!UTM  12      -   0.99969587  x   0.99978630  =   0.99948223
 FR0888
 FR0888|---------------------------------------------------------------------|
 FR0888| PID    Reference Object                     Distance      Geod. Az  |
 FR0888|                                                           dddmmss.s |
 FR0888| CH2980 CORVA RM 1                            4.865 METERS 03337     |
 FR0888| FR0863 SISTER                              APPROX.10.9 KM 0852404.9 |
 FR0888| CH2981 CORVA RM 2                            6.773 METERS 28514     |
 FR0888|---------------------------------------------------------------------|
 FR0888
 FR0888                          SUPERSEDED SURVEY CONTROL
 FR0888
 FR0888  NAD 83(1986)-  35 15 41.92356(N)    112 21 05.95653(W) AD(       ) 2
 FR0888  NAD 27      -  35 15 41.88310(N)    112 21 03.31790(W) AD(       ) 2
 FR0888  NGVD 29 (07/19/86) 1961.6    (m)         6436.     (f) VERT ANG       
 FR0888
 FR0888.Superseded values are not recommended for survey control.
 FR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0888.See file dsdata.txt to determine how the superseded data were derived.
 FR0888
 FR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7704902897(NAD 83)
 FR0888_MARKER: DS = TRIANGULATION STATION DISK
 FR0888_SETTING: 80 = SET IN A BOULDER
 FR0888_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0888
 FR0888  HISTORY     - Date     Condition        Report By
 FR0888  HISTORY     - 1958     MONUMENTED       CGS
 FR0888  HISTORY     - 1959     GOOD             USGS
 FR0888  HISTORY     - 1980     GOOD             AZDT
 FR0888
 FR0888                          STATION DESCRIPTION
 FR0888
 FR0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0888'THE STATION IS LOCATED ON A SMALL ROCKY RIDGE THAT BREAKS
 FR0888'OFF SHARPLY TO THE SOUTH AND SLOPES MORE GENTLY TO THE NORTHWARD.
 FR0888'IT IS ABOUT 7 MILES NORTHEAST OF ASH FORK, 9 MILE NORTHWEST OF
 FR0888'WILLIAMS AND 1.5 MILE SOUTH OF THE SANTA FE RAILROAD SIDING
 FR0888'AND SECTION BUILDINGS AT WELCH.
 FR0888'
 FR0888'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT TRAFFIC
 FR0888'CONTROL AND WEIGHT STATION AT THE WEST END OF THE DIVIDED
 FR0888'HIGHWAY IN WILLIAMS, GO WESTERLY ON U.S. HIGHWAY 66 AND 89
 FR0888'FOR 10.8 MILES TO A CROSSROAD AND SIGNS 5 WELCH AND 12 POLSOM
 FR0888'DAM.  TURN RIGHT ONTO THE BLADED ROAD, CROSSING A STOCK GUARD,
 FR0888'AND GO NORTHERLY FOR 0.7 MILE TO AN ABANDONED PAVED HIGHWAY,
 FR0888'TURN RIGHT, FOLLOWING THE OLD PAVEMENT FOR 0.3 MILE TO A BLADED
 FR0888'ROAD ON THE LEFT.  TURN LEFT AS PER SIGN WELCH 1-1/2 AND
 FR0888'MARTIN DAM 14 1/2, AND GO 1.8 MILE TO THE RAILROAD TRACKS AND
 FR0888'BUILDINGS AT WELCH.  CROSS THE TRACKS AND CONTINUE NORTHERLY
 FR0888'ACROSS THE STOCK GUARD AND FOR 0.7 MILE TO AN UNDERGROUND
 FR0888'PIPELINE, CONTINUE NORTHERLY ON THE WINDING BLADED ROAD FOR 1.0
 FR0888'MILE, TO WHERE A FOUR-WHEEL DRIVE MAY BE DRIVEN UP THE
 FR0888'SLOPE BETWEEN THE JUNIPERS TO THE BASE OF THE ROCK LEDGE AND END
 FR0888'OF TRUCK TRAVEL.  FROM HERE IS IT A FIVE-MINUTE PACK
 FR0888'TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 FR0888'
 FR0888'THE STATION MARK IS A STANDARD DISK STAMPED CORVA 1958, SET IN
 FR0888'A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 FR0888'
 FR0888'R.M. 1 IS A STANDARD DISK STAMPED CORVA NO 1 1958, SET IN A
 FR0888'DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND IS ABOUT
 FR0888'12 INCHES LOWER THAN THE STATION MARK.
 FR0888'
 FR0888'R.M. 2 IS A STANDARD DISK STAMPED CORVA NO 2 1958, SET IN
 FR0888'A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 FR0888'SURROUNDING SURFACE.
 FR0888
 FR0888                          STATION RECOVERY (1959)
 FR0888
 FR0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR0888'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 FR0888
 FR0888                          STATION RECOVERY (1980)
 FR0888
 FR0888'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0888'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0888'CONDITION AS DESCRIBED IN 1958.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0888'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, TRAVEL EAST ON
 FR0888'I 40 FOR 6.1 MILES TO WELSH INTERCHANGE.  EXIT AND PASS UNDER HIGHWAY
 FR0888'TO STOP SIGN.  TURN LEFT ACROSS CATTLE GUARD TO A FORK.  TAKE THE
 FR0888'RIGHT FORK FOREST ROAD 6 FOR 0.85 MILE TO POINT WHERE FOREST ROAD 6
 FR0888'TURNS NORTH, TURN LEFT CONTINUING ON FOREST ROAD 6 FOR 2.5 MILES TO 2
 FR0888'PIPE LINE CROSSINGS, CONTINUE ALONG FOREST ROAD 6 FOR 1.1 MILES TO A
 FR0888'ROCK OUTCROP ON THE LEFT AND END OF TRUCK TRAVEL.  PACK NORTHWEST TO
 FR0888'THE HIGHEST POINT ON THE WEST END OF THE RIDGE AND STATION.  A 5 MIN
 FR0888'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8505 ***********************************************************************
 AH8505  FBN         -  This is a Federal Base Network Control Station.
 AH8505  DESIGNATION -  COSA A
 AH8505  PID         -  AH8505
 AH8505  STATE/COUNTY-  AZ/MARICOPA
 AH8505  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8505
 AH8505                         *CURRENT SURVEY CONTROL
 AH8505  ___________________________________________________________________
 AH8505* NAD 83(1992)-  33 35 06.64063(N)    111 52 56.97959(W)     ADJUSTED  
 AH8505* NAVD 88     -       419.773  (meters)    1377.21   (feet)  READJUSTED
 AH8505  ___________________________________________________________________
 AH8505  X           -  -1,982,479.100 (meters)                     COMP
 AH8505  Y           -  -4,935,928.852 (meters)                     COMP
 AH8505  Z           -   3,508,424.395 (meters)                     COMP
 AH8505  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AH8505  ELLIP HEIGHT-         390.29  (meters)          (09/30/99) GPS OBS
 AH8505  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AH8505  DYNAMIC HT  -         419.280 (meters)    1375.59  (feet)  COMP
 AH8505  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 AH8505
 AH8505  HORZ ORDER  -  B
 AH8505  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8505  ELLP ORDER  -  THIRD     CLASS I
 AH8505
 AH8505.The horizontal coordinates were established by GPS observations
 AH8505.and adjusted by the National Geodetic Survey in September 1999..
 AH8505
 AH8505.The orthometric height was determined by differential leveling
 AH8505.and adjusted by the National Geodetic Survey in July 2002..
 AH8505.No vertical observational check was made to the station.
 AH8505.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8505.mark was located on a no-check spur therefore a value was not computed.
 AH8505.The height was derived from older observations constrained to new
 AH8505.heights in a crustal motion area.  The height is approximate in
 AH8505.relation to other heights in its vicinity.
 AH8505
 AH8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8505
 AH8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8505
 AH8505.The ellipsoidal height was determined by GPS observations
 AH8505.and is referenced to NAD 83.
 AH8505
 AH8505.The geoid height was determined by GEOID03.
 AH8505
 AH8505.The dynamic height is computed by dividing the NAVD 88
 AH8505.geopotential number by the normal gravity value computed on the
 AH8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8505.degrees latitude (g = 980.6199 gals.).
 AH8505
 AH8505.The modeled gravity was interpolated from observed gravity values.
 AH8505
 AH8505;                    North         East     Units Scale Factor Converg.
 AH8505;SPC AZ C     -   286,647.474   216,531.950   MT  0.99990012   +0 01 08.1
 AH8505;SPC AZ C     -   940,444.47    710,406.66   iFT  0.99990012   +0 01 08.1
 AH8505;UTM  12      - 3,716,511.768   418,108.289   MT  0.99968268   -0 29 17.5
 AH8505
 AH8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8505!SPC AZ C     -   0.99993873  x   0.99990012  =   0.99983886
 AH8505!UTM  12      -   0.99993873  x   0.99968268  =   0.99962143
 AH8505
 AH8505                          SUPERSEDED SURVEY CONTROL
 AH8505
 AH8505  NAVD 88 (09/30/99)  419.77   (m)         1377.2    (f) LEVELING    3  
 AH8505
 AH8505.Superseded values are not recommended for survey control.
 AH8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8505.See file dsdata.txt to determine how the superseded data were derived.
 AH8505
 AH8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1810816512(NAD 83)
 AH8505_MARKER: F = FLANGE-ENCASED ROD
 AH8505_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8505_STAMPING: COSA A 1998
 AH8505_MARK LOGO: NGS   
 AH8505_PROJECTION: FLUSH
 AH8505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8505+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 AH8505_ROD/PIPE-DEPTH: 13.1 meters
 AH8505_SLEEVE-DEPTH  : 0.9 meters
 AH8505
 AH8505  HISTORY     - Date     Condition        Report By
 AH8505  HISTORY     - 1998     MONUMENTED       NGS
 AH8505  HISTORY     - 19990119 GOOD             NGS
 AH8505  HISTORY     - 19990203 GOOD             NGS
 AH8505
 AH8505                          STATION DESCRIPTION
 AH8505
 AH8505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8505'IN SCOTTSDALE, AT THE INTERSECTION OF NORTH 92ND STREET AND DESERT
 AH8505'COVE AVENUE, 20.9 M (68.6 FT) SOUTHWEST OF A FIRE HYDRANT, 10.7 M
 AH8505'(35.1 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE STREET,
 AH8505'9.9 M (32.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE AVENUE AND THE
 AH8505'ENTRANCE INTO THE PARADISE MEMORIAL GARDENS CEMETERY, 0.6 M (2.0 FT)
 AH8505'NORTH OF THE NORTHEAST END OF A CULVERT UNDER THE ENTRANCE ROAD AND A
 AH8505'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AH8505'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AH8505'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AH8505'MONUMENT IS ON STREET RIGHT-OF-WAY.
 AH8505
 AH8505                          STATION RECOVERY (1999)
 AH8505
 AH8505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8505'THE STATION IS LOCATED IN THE NORTH PART OF SCOTTSDALE, ON THE EAST
 AH8505'SIDE OF NORTH 92ND STREET, AT THE EAST ENTRANCE OF PARADISE MEMORIAL
 AH8505'GARDENS CEMETERY, NEAR THE EAST END OF THE SOUTH HEADWALL OF THE
 AH8505'BRIDGE UNDER THE CEMETERY ENTRANCE ROAD.  TO REACH THE STATION FROM
 AH8505'THE JUNCTION OF SHEA BOULEVARD AND NORTH 92ND STREET IN THE NORTH
 AH8505'SECTION OF SCOTTSDALE, GO NORTH ON NORTH 92ND STREET FOR 0.24 KM (0.15
 AH8505'MI) TO THE EAST ENTRANCE ROAD OF PARADISE MEMORIAL GARDENS CEMETERY
 AH8505'AND THE STATION ON THE RIGHT.  THE STATION IS A NGS 3D MARK, A
 AH8505'STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A 2.5 CM SLEEVE, ENCASED IN A
 AH8505'13 CM PVC PIPE WITH A NGS LOGO CAP SURROUNDED WITH CONCRETE FLUSH WITH
 AH8505'THE GROUND.  IT IS 20.88 M (68.50 FT) SOUTHWEST OF A FIRE HYDRANT,
 AH8505'11.28 M (37.01 FT) SOUTH OF THE CENTER OF THE CEMETERY ENTRANCE ROAD,
 AH8505'10.67 M (35.01 FT) EAST OF THE NORTHBOUND LANE OF NORTH 92ND STREET,
 AH8505'0.61 M (2.00 FT) NORTH OF THE EAST END OF THE SOUTH HEADWALL OF THE
 AH8505'BRIDGE UNDER THE ENTRANCE ROAD AND 0.43 M (1.41 FT) NORTH OF A
 AH8505'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8506 ***********************************************************************
 AH8506  FBN         -  This is a Federal Base Network Control Station.
 AH8506  DESIGNATION -  COSA B
 AH8506  PID         -  AH8506
 AH8506  STATE/COUNTY-  AZ/MARICOPA
 AH8506  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8506
 AH8506                         *CURRENT SURVEY CONTROL
 AH8506  ___________________________________________________________________
 AH8506* NAD 83(1992)-  33 34 14.18709(N)    111 53 58.15343(W)     ADJUSTED  
 AH8506* NAVD 88     -       408.936  (meters)    1341.65   (feet)  READJUSTED
 AH8506  ___________________________________________________________________
 AH8506  X           -  -1,984,272.910 (meters)                     COMP
 AH8506  Y           -  -4,936,161.604 (meters)                     COMP
 AH8506  Z           -   3,507,071.876 (meters)                     COMP
 AH8506  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AH8506  ELLIP HEIGHT-         379.39  (meters)          (09/30/99) GPS OBS
 AH8506  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AH8506  DYNAMIC HT  -         408.450 (meters)    1340.06  (feet)  COMP
 AH8506  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 AH8506
 AH8506  HORZ ORDER  -  B
 AH8506  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8506  ELLP ORDER  -  THIRD     CLASS I
 AH8506
 AH8506.The horizontal coordinates were established by GPS observations
 AH8506.and adjusted by the National Geodetic Survey in September 1999..
 AH8506
 AH8506.The orthometric height was determined by differential leveling
 AH8506.and adjusted by the National Geodetic Survey in July 2002..
 AH8506.No vertical observational check was made to the station.
 AH8506.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8506.mark was located on a no-check spur therefore a value was not computed.
 AH8506.The height was derived from older observations constrained to new
 AH8506.heights in a crustal motion area.  The height is approximate in
 AH8506.relation to other heights in its vicinity.
 AH8506
 AH8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8506
 AH8506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8506
 AH8506.The ellipsoidal height was determined by GPS observations
 AH8506.and is referenced to NAD 83.
 AH8506
 AH8506.The geoid height was determined by GEOID03.
 AH8506
 AH8506.The dynamic height is computed by dividing the NAVD 88
 AH8506.geopotential number by the normal gravity value computed on the
 AH8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8506.degrees latitude (g = 980.6199 gals.).
 AH8506
 AH8506.The modeled gravity was interpolated from observed gravity values.
 AH8506
 AH8506;                    North         East     Units Scale Factor Converg.
 AH8506;SPC AZ C     -   285,031.169   214,954.916   MT  0.99990003   +0 00 34.2
 AH8506;SPC AZ C     -   935,141.63    705,232.66   iFT  0.99990003   +0 00 34.2
 AH8506;UTM  12      - 3,714,909.826   416,517.358   MT  0.99968592   -0 29 50.7
 AH8506
 AH8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8506!SPC AZ C     -   0.99994044  x   0.99990003  =   0.99984048
 AH8506!UTM  12      -   0.99994044  x   0.99968592  =   0.99962638
 AH8506
 AH8506                          SUPERSEDED SURVEY CONTROL
 AH8506
 AH8506  NAVD 88 (09/30/99)  408.94   (m)         1341.7    (f) LEVELING    3  
 AH8506
 AH8506.Superseded values are not recommended for survey control.
 AH8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8506.See file dsdata.txt to determine how the superseded data were derived.
 AH8506
 AH8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1651714910(NAD 83)
 AH8506_MARKER: F = FLANGE-ENCASED ROD
 AH8506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8506_STAMPING: COSA B 1998
 AH8506_MARK LOGO: NGS   
 AH8506_PROJECTION: FLUSH
 AH8506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8506+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 AH8506_ROD/PIPE-DEPTH: 11.6 meters
 AH8506_SLEEVE-DEPTH  : 0.9 meters
 AH8506
 AH8506  HISTORY     - Date     Condition        Report By
 AH8506  HISTORY     - 1998     MONUMENTED       NGS
 AH8506  HISTORY     - 19990119 GOOD             NGS
 AH8506  HISTORY     - 19990203 GOOD             NGS
 AH8506  HISTORY     - 20031222 GOOD             USPSQD
 AH8506
 AH8506                          STATION DESCRIPTION
 AH8506
 AH8506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8506'IN SCOTTSDALE, AT THE INTERSECTION OF NORTH 84TH STREET AND SAN
 AH8506'ROSENDO DRIVE, 52.8 M (173.2 FT) SOUTH OF THE EXTENDED CENTER OF THE
 AH8506'DRIVE, 24.1 M (79.1 FT) EAST OF THE STREET CENTER, 14.7 M (48.2 FT)
 AH8506'NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE COCHISE ELEMENTARY
 AH8506'SCHOOL, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND A FENCE, 0.6 M (2.0
 AH8506'FT) SOUTH OF A CONCRETE WALL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AH8506'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AH8506'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AH8506'MARK.  THE MONUMENT IS ON PROPERTY OWNED BY COCHISE ELEMENTARY SCHOOL,
 AH8506'9405 NORTH 84TH STREET, SCOTTSDALE, AZ 85258, TELEPHONE NUMBER (602)
 AH8506'443-7830.
 AH8506
 AH8506                          STATION RECOVERY (1999)
 AH8506
 AH8506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8506'THE STATION IS LOCATED IN THE NORTH SECTION OF SCOTTSDALE, ON THE
 AH8506'NORTH SIDE OF THE ENTRANCE ROAD OF COCHISE ELEMENTARY SCHOOL LOCATED
 AH8506'ON 84TH STREET AND ON THE WEST SIDE OF MOUNTAIN VIEW PARK, NEAR THE
 AH8506'NORTHEAST INSIDE CORNER OF A FENCE (AT THE POINT WHERE A METAL RAIL
 AH8506'FENCE JOINS A CONCRETE BLOCK FENCE).  TO REACH THE STATION FROM THE
 AH8506'JUNCTION OF NORTH 90TH STREET AND VIA LINDA ROAD IN THE NORTH SECTION
 AH8506'OF SCOTTSDALE, GO WEST ON VIA LINDA FOR 1.21 KM (0.75 MI) TO THE
 AH8506'JUNCTION OF 84TH STREET ON THE RIGHT.  TURN RIGHT, NORTH ON 84TH
 AH8506'STREET FOR 0.24 KM (0.15 MI) TO THE ENTRANCE ROAD FOR THE COCHISE
 AH8506'ELEMENTARY SCHOOL ON THE RIGHT AND THE STATION ON THE NORTH SIDE OF
 AH8506'THE ENTRANCE ROAD.  THE STATION IS A NGS 3D MARK, A STAINLESS STEEL
 AH8506'ROD DRIVEN TO REFUSAL, IN A 2.5 CM SLEEVE, ENCASED IN A 13 CM PVC PIPE
 AH8506'WITH A NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT
 AH8506'IS 18.29 M (60.01 FT) EAST-NORTHEAST OF THE EAST CURB OF 84TH STREET,
 AH8506'14.7 M (48.2 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 13.35 M
 AH8506'(43.80 FT) NORTH-NORTHEAST OF THE SCHOOL ENTRANCE SIGN, 11.73 M (38.48
 AH8506'FT) NORTHEAST OF A METAL POST WITH SIGN -DRUG FREE SCHOOL ZONE-, 0.61
 AH8506'M (2.00 FT) WEST OF THE METAL FENCE, 0.61 M (2.00 FT) SOUTH OF THE
 AH8506'CONCRETE BLOCK FENCE AND 0.55 M (1.80 FT) SOUTHWEST OF A FIBERGLASS
 AH8506'WITNESS POST AND GATED FENCE.
 AH8506
 AH8506                          STATION RECOVERY (2003)
 AH8506
 AH8506'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 AH8506'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1965 ***********************************************************************
 DU1965  DESIGNATION -  COT
 DU1965  PID         -  DU1965
 DU1965  STATE/COUNTY-  AZ/GRAHAM
 DU1965  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU1965
 DU1965                         *CURRENT SURVEY CONTROL
 DU1965  ___________________________________________________________________
 DU1965* NAD 83(1992)-  33 10 08.54430(N)    110 25 32.21219(W)     ADJUSTED  
 DU1965* NAVD 88     -       849.9    (meters)    2788.     (feet)  VERTCON   
 DU1965  ___________________________________________________________________
 DU1965  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DU1965  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DU1965
 DU1965  HORZ ORDER  -  SECOND
 DU1965
 DU1965.The horizontal coordinates were established by classical geodetic methods
 DU1965.and adjusted by the National Geodetic Survey in August 1993..
 DU1965
 DU1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1965
 DU1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1965
 DU1965.The geoid height was determined by GEOID03.
 DU1965
 DU1965;                    North         East     Units Scale Factor Converg.
 DU1965;SPC AZ E     -   240,527.079   189,209.127   MT  0.99990719   -0 08 30.0
 DU1965;SPC AZ E     -   789,130.84    620,764.85   iFT  0.99990719   -0 08 30.0
 DU1965;SPC AZ C     -   241,487.386   352,429.739   MT  1.00013839   +0 48 57.2
 DU1965;SPC AZ C     -   792,281.45  1,156,265.55   iFT  1.00013839   +0 48 57.2
 DU1965;UTM  12      - 3,670,173.867   553,554.511   MT  0.99963536   +0 18 51.3
 DU1965
 DU1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1965!SPC AZ E     -   0.99987090  x   0.99990719  =   0.99977810
 DU1965!SPC AZ C     -   0.99987090  x   1.00013839  =   1.00000927
 DU1965!UTM  12      -   0.99987090  x   0.99963536  =   0.99950630
 DU1965
 DU1965:                Primary Azimuth Mark                     Grid Az
 DU1965:SPC AZ E     -  COT AZ MK                                017 05 51.5
 DU1965:SPC AZ C     -  COT AZ MK                                016 08 24.3
 DU1965:UTM  12      -  COT AZ MK                                016 38 30.2
 DU1965
 DU1965|---------------------------------------------------------------------|
 DU1965| PID    Reference Object                     Distance      Geod. Az  |
 DU1965|                                                           dddmmss.s |
 DU1965| CD2713 COT AZ MK                                          0165721.5 |
 DU1965| CD2714 COT RM 1                             15.910 METERS 12416     |
 DU1965| CD2715 COT RM 2                             15.023 METERS 23359     |
 DU1965| DU1975 COOLIDGE DAM WATER TANK             APPROX. 9.7 KM 2741933.9 |
 DU1965| DU1969 PERIDOT MISSION SCHOOL BELFRY       APPROX.16.2 KM 3495212.9 |
 DU1965|---------------------------------------------------------------------|
 DU1965
 DU1965                          SUPERSEDED SURVEY CONTROL
 DU1965
 DU1965  NAD 83(1986)-  33 10 08.54022(N)    110 25 32.21351(W) AD(       ) 2
 DU1965  NAD 27      -  33 10 08.32400(N)    110 25 29.86000(W) AD(       ) 2
 DU1965  NGVD 29 (07/19/86)  849.3    (m)         2786.     (f) VERT ANG       
 DU1965
 DU1965.Superseded values are not recommended for survey control.
 DU1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1965.See file dsdata.txt to determine how the superseded data were derived.
 DU1965
 DU1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5355570174(NAD 83)
 DU1965_MARKER: DS = TRIANGULATION STATION DISK
 DU1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1965
 DU1965  HISTORY     - Date     Condition        Report By
 DU1965  HISTORY     - 1945     MONUMENTED       CGS
 DU1965  HISTORY     - 1967     GOOD             AMS
 DU1965
 DU1965                          STATION DESCRIPTION
 DU1965
 DU1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1965'STATION IS ABOUT 26 MILES (AIR LINE) SE OF GLOBE, 13 MILES
 DU1965'SSE OF SAN CARLOS, 6 MILES E OF COOLIDGE DAM, AND 1 MILE S
 DU1965'OF SAN CARLOS LAKE.  IT IS LOCATED AT THE SMALL SETTLEMENT OF
 DU1965'COTTONWOOD.
 DU1965'
 DU1965'TO REACH STATION FROM THE CENTER OF COOLIDGE DAM ON U.S. HIGHWAY
 DU1965'70, GO 8.2 MILES TO THE COTTONWOOD SPRINGS GAS STATION ON THE
 DU1965'LEFT AND THE STATION ON THE RIGHT.
 DU1965'
 DU1965'THE STATION IS 179 FEET SSW OF THE FENCE CORNER E OF THE COTTONWOOD
 DU1965'SPRINGS GAS STATION, 57 FEET ESE OF THE CENTER LINE OF U.S.
 DU1965'HIGHWAY 70, AND 8.7 FEET W OF A 4 INCH SQUARE WHITE WITNESS POST.
 DU1965'IT IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 DU1965'STAMPED COT 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 DU1965'SET IN CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 DU1965'
 DU1965'REFERENCE MARK 1 IS SE OF THE STATION AND AT ABOUT THE SAME
 DU1965'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1965'COT NO 1 1945.
 DU1965'
 DU1965'REFERENCE MARK 2 IS SW OF THE STATION AND AT ABOUT THE SAME
 DU1965'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS
 DU1965'STAMPED COT NO 2 1945.
 DU1965'
 DU1965'AZIMUTH MARK IS ABOUT 1/3 MILE NNE OF THE STATION.  IT IS
 DU1965'LOCATED ON A LOW RIDGE 3 FEET E OF A 1-1/2-FOOT ROCK CAIRN.  IT
 DU1965'IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE POST WHICH
 DU1965'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED COT 1945.
 DU1965'TO REACH FROM STATION, GO E ON U.S. HIGHWAY 70 FOR 0.15 MILE
 DU1965'TO SIGN CHEVROLET ON LEFT (N) SIDE OF ROAD.  TURN N ON RIDGE
 DU1965'FOR 0.4 MILE TO AZIMUTH MARK.
 DU1965
 DU1965                          STATION RECOVERY (1967)
 DU1965
 DU1965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1965'STATION COT IS LOCATED APPROXIMATELY 5.7 AIRMILES (E) OF
 DU1965'COOLIDGE DAM AND 12.9 AIRMILES (S) OF SAN CARLOS, ARIZONA.
 DU1965'
 DU1965'TO REACH FROM CENTER OF COOLIDGE DAM PROCEED (E) ON OLD U.S.
 DU1965'HWY 70 8.2 MI TO AN UNIMPROVED ROAD ON LEFT (N).  STATION IS
 DU1965'RIGHT (S) OF HWY AT THIS POINT ABOUT 50 FT FROM CENTERLINE AND
 DU1965'ABOUT 9 FT (W) OF A 4 IN X 4 IN WITNESS POST.  IT IS ALSO ABOUT
 DU1965'85 FT (NE) OF THE CENTER OF THE LARGEST OF SEVERAL CONCRETE SLABS
 DU1965'IN LINE WITH THE DIAGONAL OF THAT SLAB.
 DU1965'
 DU1965'STATION MARK IS A USC AND GS TRIANGULATION STATION DISK STAMPED
 DU1965'COT 1945.  IT IS SET IN A 9 IN X 9 IN CONCRETE MONUMENT WHICH
 DU1965'PROTRUDES 2 IN.
 DU1965'
 DU1965'R.M. 1 IS A USC AND GS REFERENCE DISK STAMPED COT NO 1 1945
 DU1965'SET IN A 9 IN X 9 IN CONCRETE MONUMENT.  FROM THE STATION IT
 DU1965'IS (SE) ON A MAG AZ OF 111 DEG AT A DISTANCE OF 15.91 M AND A DE OF
 DU1965'+0.40 M.
 DU1965'
 DU1965'R.M. 2 IS A USC AND GS REFERENCE DISK STAMPED COT NO 2 1945 SET
 DU1965'IN A 9 IN X 9 IN CONCRETE MONUMENT.  FROM THE STATION IT IS
 DU1965'(SW) ON A MAG AZ OF 220 DEG AT A DISTANCE OF 15.02 M AND A DE OF
 DU1965'+0.68 M.
 DU1965'
 DU1965'AZ MK IS A USC AND GS AZ MK DISK STAMPED COT 1945 SET IN A
 DU1965'9 IN X 9 IN CONCRETE MONUMENT ABOUT 3 FT (E) OF A ROCK CAIRN.
 DU1965'AZ MK IS LOCATED ON A LOW RIDGE ABOUT 0.4 MI (NNE) OF STATION.
 DU1965'TO REACH FROM STA CONTINUE (E) ON OLD U.S. HWY 70 0.15 MI
 DU1965'TO AN UNIMPROVED DIRT RD LEFT (N) AND A SIGN ON RIGHT, TURN
 DU1965'LEFT (N) ON UNIMPROVED RD 0.4 MI TO AZ MK.
 DU1965'
 DU1965'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1965'
 DU1965'VIEW IN ALL DIRECTIONS FROM COT IS UNOBSTRUCTED EXCEPT FOR
 DU1965'RANDOM SMALL BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1860 ***********************************************************************
 DV1860  DESIGNATION -  COT
 DV1860  PID         -  DV1860
 DV1860  STATE/COUNTY-  AZ/MARICOPA
 DV1860  USGS QUAD   -  MC MICKEN DAM (1981)
 DV1860
 DV1860                         *CURRENT SURVEY CONTROL
 DV1860  ___________________________________________________________________
 DV1860* NAD 83(1992)-  33 39 41.24588(N)    112 26 04.80873(W)     ADJUSTED  
 DV1860* NAVD 88     -       416.0    (meters)    1365.     (feet)  VERTCON   
 DV1860  ___________________________________________________________________
 DV1860  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DV1860  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1860
 DV1860  HORZ ORDER  -  SECOND
 DV1860
 DV1860.The horizontal coordinates were established by classical geodetic methods
 DV1860.and adjusted by the National Geodetic Survey in August 1993..
 DV1860
 DV1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1860
 DV1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1860
 DV1860.The geoid height was determined by GEOID03.
 DV1860
 DV1860;                    North         East     Units Scale Factor Converg.
 DV1860;SPC AZ C     -   295,227.033   165,319.998   MT  0.99992844   -0 17 13.7
 DV1860;SPC AZ C     -   968,592.63    542,388.44   iFT  0.99992844   -0 17 13.7
 DV1860;UTM  12      - 3,725,543.252   366,982.743   MT  0.99981813   -0 47 43.2
 DV1860
 DV1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1860!SPC AZ C     -   0.99993941  x   0.99992844  =   0.99986786
 DV1860!UTM  12      -   0.99993941  x   0.99981813  =   0.99975755
 DV1860
 DV1860|---------------------------------------------------------------------|
 DV1860| PID    Reference Object                     Distance      Geod. Az  |
 DV1860|                                                           dddmmss.s |
 DV1860| CR7739 COT RM 1                             12.147 METERS 01625     |
 DV1860| DV0095 L 366                               APPROX. 1.4 KM 0305022.1 |
 DV1860| CR7740 COT RM 2                             12.110 METERS 20831     |
 DV1860|---------------------------------------------------------------------|
 DV1860
 DV1860                          SUPERSEDED SURVEY CONTROL
 DV1860
 DV1860  NAD 83(1986)-  33 39 41.23998(N)    112 26 04.81608(W) AD(       ) 2
 DV1860  NGVD 29 (07/20/87)  415.5    (m)         1363.     (f) VERT ANG       
 DV1860
 DV1860.Superseded values are not recommended for survey control.
 DV1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1860.See file dsdata.txt to determine how the superseded data were derived.
 DV1860
 DV1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6698325543(NAD 83)
 DV1860_MARKER: DS = TRIANGULATION STATION DISK
 DV1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1860+STABILITY: SURFACE MOTION
 DV1860
 DV1860  HISTORY     - Date     Condition        Report By
 DV1860  HISTORY     - 1986     MONUMENTED       AZDT
 DV1860  HISTORY     - 1986     GOOD             AZDT
 DV1860
 DV1860                          STATION DESCRIPTION
 DV1860
 DV1860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1860'THE STATION IS LOCATED 3-1/2 MILES WEST OF BEARDSLEY ON THE MCMICKEN
 DV1860'DAM CONTROL OUTLET CHANNEL DIKE.
 DV1860'
 DV1860'THE STATION MARK IS AN AZDT DISK STAMPED---COT 1986---.  IT IS SET IN
 DV1860'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 18 INCHES LOWER THAN THE
 DV1860'TOP OF THE DIKE ALONG THE EAST SIDE.
 DV1860'
 DV1860'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---COT RM 1 1986---.  IT IS
 DV1860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 11 FEET EAST OF THE CENTER
 DV1860'OF THE ROAD.
 DV1860'
 DV1860'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---COT RM 2 1986---.  IT IS
 DV1860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 11 FEET SOUTHEAST OF THE
 DV1860'CENTER OF THE ROAD.
 DV1860'
 DV1860'THE AZIMUTH MARK IS A NGS BENCH MARK STAMPED---L 366 1967---.  IT IS
 DV1860'SET IN TOP OF A 5 INCH STEEL PIPE WHICH IS 6 INCHES BELOW THE GROUND
 DV1860'SURFACE.  IT IS 22 FEET EAST OF THE CENTER OF A BLADED ROAD, 5.5
 DV1860'FEET WEST OF A TELEPHONE POLE AND 2.5 FEET NORTH OF A WITNESS POST.
 DV1860'
 DV1860'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1860'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRANDE AVENUE FOR 4.7 MILES
 DV1860'TO A BLADED ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTHWEST ON THE
 DV1860'BLADED ROAD TO A FORK.  TO REACH THE AZIMUTH MARK TRAVEL SOUTH ALONG
 DV1860'THE EAST SIDE OF THE CANEL FOR 1.0 MILE TO A FORK AND THE MARK IN THE
 DV1860'MEDIUM.  TAKE THE RIGHT FORK WEST A SHORT DISTANCE THEN TAKE THE LEFT
 DV1860'FORK TO THE TOP OF THE DIKE.  TURN RIGHT ALONG THE DIKE FOR 0.3 MILE
 DV1860'TO A GATE, PASS THROUGH THE GATE AND TURN LEFT.  TRAVEL SOUTH 0.35
 DV1860'MILE TO A GATE AND SPILLWAY.  PASS THROUGH GATE AND CONTINUE ALONG THE
 DV1860'DIKE FOR 1.3 MILES TO THE STATION ON THE LEFT.
 DV1860'
 DV1860'FOR A KEY TO THE GATES CONTACT THE MARICOPA FLOOD DISTRICT OFFICE.
 DV1860
 DV1860                          STATION RECOVERY (1986)
 DV1860
 DV1860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1860'THE STATION WAS RECOVERED AT THIS DATE.
 DV1860'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1860'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1916 ***********************************************************************
 AI1916  DESIGNATION -  COT1
 AI1916  PID         -  AI1916
 AI1916  STATE/COUNTY-  AZ/MARICOPA
 AI1916  USGS QUAD   -  TEMPE (1982)
 AI1916
 AI1916                         *CURRENT SURVEY CONTROL
 AI1916  ___________________________________________________________________
 AI1916* NAD 83(1992)-  33 25 13.11715(N)    111 52 27.83221(W)     ADJUSTED  
 AI1916* NAVD 88     -       369.6    (meters)    1213.     (feet)  GPS OBS   
 AI1916  ___________________________________________________________________
 AI1916  X           -  -1,985,526.692 (meters)                     COMP
 AI1916  Y           -  -4,945,537.243 (meters)                     COMP
 AI1916  Z           -   3,493,147.716 (meters)                     COMP
 AI1916  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AI1916  ELLIP HEIGHT-         339.88  (meters)          (09/30/99) GPS OBS
 AI1916  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AI1916
 AI1916  HORZ ORDER  -  A
 AI1916  ELLP ORDER  -  THIRD     CLASS I
 AI1916
 AI1916.The horizontal coordinates were established by GPS observations
 AI1916.and adjusted by the National Geodetic Survey in September 1999..
 AI1916
 AI1916.The orthometric height was determined by GPS observations and a
 AI1916.high-resolution geoid model.
 AI1916
 AI1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1916
 AI1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1916
 AI1916.The ellipsoidal height was determined by GPS observations
 AI1916.and is referenced to NAD 83.
 AI1916
 AI1916.The geoid height was determined by GEOID03.
 AI1916
 AI1916;                    North         East     Units Scale Factor Converg.
 AI1916;SPC AZ C     -   268,363.542   217,290.929   MT  0.99990019   +0 01 23.8
 AI1916;SPC AZ C     -   880,457.81    712,896.75   iFT  0.99990019   +0 01 23.8
 AI1916;UTM  12      - 3,698,225.835   418,705.637   MT  0.99968148   -0 28 53.8
 AI1916
 AI1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1916!SPC AZ C     -   0.99994664  x   0.99990019  =   0.99984684
 AI1916!UTM  12      -   0.99994664  x   0.99968148  =   0.99962814
 AI1916
 AI1916                          SUPERSEDED SURVEY CONTROL
 AI1916
 AI1916.No superseded survey control is available for this station.
 AI1916
 AI1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1870698226(NAD 83)
 AI1916_MARKER: DD = SURVEY DISK
 AI1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1916_MARK LOGO: AZ0290
 AI1916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1916+STABILITY: SURFACE MOTION
 AI1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1916+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AI1916
 AI1916  HISTORY     - Date     Condition        Report By
 AI1916  HISTORY     - UNK      MONUMENTED       AZ0290
 AI1916  HISTORY     - 19990202 GOOD             AZ0420
 AI1916  HISTORY     - 20060224 GOOD             GEOCAC
 AI1916
 AI1916                          STATION DESCRIPTION
 AI1916
 AI1916'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1916'THE STATION IS LOCATED IN MESA, AT THE INTERSECTION OF DOBSON ROAD AND
 AI1916'3RD STREET.  OWNERSHIP--CITY OF MESA.  TO REACH THE STATION FROM THE
 AI1916'INTERSECTION OF MILL AVE AND 5TH STREET IN TEMPE, GO SOUTH FOR 0.25 MI
 AI1916'(0.40 KM) ON MILL AVE TO UNIVERSITY DRIVE.  TURN LEFT AND GO EAST FOR
 AI1916'3.7 MI (6.0 KM) ON UNIVERSITY DRIVE TO DOBSON ROAD.  TURN RIGHT AND GO
 AI1916'SOUTH FOR 0.2 MI (0.3 KM) ON DOBSON RD TO THE JUNCTION OF 3RD ST AND
 AI1916'THE STATION, AT THE CENTERLINE INTERSECTION OF DOBSON ROAD AND 3RD
 AI1916'STREET, IN THE CENTER OF THE SAFETY LANE OF DOBSON ROAD.  THE STATION
 AI1916'IS RECESSED 16 CM BELOW GROUND.  LOCATED 274.31 FT (83.61 M) SOUTHWEST
 AI1916'FROM A FIRE HYDRANT, 151.89 FT (46.30 M) SOUTHEAST FROM A WELL, 149.21
 AI1916'FT (45.48 M) NORTHWEST FROM A FIRE HYDRANT, 52.8 FT (16.1 M) NORTHEAST
 AI1916'FROM THE SOUTHWEST CURB CORNER, 10.13 FT (3.09 M) EAST FROM THE EAST
 AI1916'EDGE OF THE DOBSON ROAD SOUTHBOUND LANES AND 9.01 FT (2.75 M) WEST
 AI1916'FROM THE WEST EDGE OF THE DOBSON ROAD NORTHBOUND LANES.  ACCESS TO THE
 AI1916'STATION IS THROUGH A HAND HOLE.
 AI1916
 AI1916                          STATION RECOVERY (2006)
 AI1916
 AI1916'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AI1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8498 ***********************************************************************
 AH8498  FBN         -  This is a Federal Base Network Control Station.
 AH8498  DESIGNATION -  COT1 A
 AH8498  PID         -  AH8498
 AH8498  STATE/COUNTY-  AZ/PIMA
 AH8498  USGS QUAD   -  TUCSON (1992)
 AH8498
 AH8498                         *CURRENT SURVEY CONTROL
 AH8498  ___________________________________________________________________
 AH8498* NAD 83(1992)-  32 13 12.44812(N)    110 57 47.41111(W)     ADJUSTED  
 AH8498* NAVD 88     -       733.643  (meters)    2406.96   (feet)  ADJUSTED  
 AH8498  ___________________________________________________________________
 AH8498  X           -  -1,932,546.760 (meters)                     COMP
 AH8498  Y           -  -5,044,145.490 (meters)                     COMP
 AH8498  Z           -   3,381,482.380 (meters)                     COMP
 AH8498  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AH8498  ELLIP HEIGHT-         704.39  (meters)          (09/30/99) GPS OBS
 AH8498  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AH8498  DYNAMIC HT  -         732.636 (meters)    2403.66  (feet)  COMP
 AH8498  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 AH8498
 AH8498  HORZ ORDER  -  B
 AH8498  VERT ORDER  -  FIRST     CLASS II
 AH8498  ELLP ORDER  -  THIRD     CLASS I
 AH8498
 AH8498.The horizontal coordinates were established by GPS observations
 AH8498.and adjusted by the National Geodetic Survey in September 1999..
 AH8498
 AH8498.The orthometric height was determined by differential leveling
 AH8498.and adjusted by the National Geodetic Survey in July 2002..
 AH8498
 AH8498.Photographs are available for this station.
 AH8498
 AH8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8498
 AH8498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8498
 AH8498.The ellipsoidal height was determined by GPS observations
 AH8498.and is referenced to NAD 83.
 AH8498
 AH8498.The geoid height was determined by GEOID03.
 AH8498
 AH8498.The dynamic height is computed by dividing the NAVD 88
 AH8498.geopotential number by the normal gravity value computed on the
 AH8498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8498.degrees latitude (g = 980.6199 gals.).
 AH8498
 AH8498.The modeled gravity was interpolated from observed gravity values.
 AH8498
 AH8498;                    North         East     Units Scale Factor Converg.
 AH8498;SPC AZ C     -   135,672.659   303,235.814   MT  0.99999958   +0 30 30.3
 AH8498;SPC AZ C     -   445,120.27    994,868.16   iFT  0.99999958   +0 30 30.3
 AH8498;UTM  12      - 3,564,835.850   503,470.477   MT  0.99960015   +0 01 10.7
 AH8498
 AH8498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8498!SPC AZ C     -   0.99988941  x   0.99999958  =   0.99988899
 AH8498!UTM  12      -   0.99988941  x   0.99960015  =   0.99948961
 AH8498
 AH8498                          SUPERSEDED SURVEY CONTROL
 AH8498
 AH8498  NAVD 88 (09/30/99)  733.64   (m)         2407.0    (f) LEVELING    3  
 AH8498
 AH8498.Superseded values are not recommended for survey control.
 AH8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8498.See file dsdata.txt to determine how the superseded data were derived.
 AH8498
 AH8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0347064836(NAD 83)
 AH8498_MARKER: DV = VERTICAL CONTROL DISK
 AH8498_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8498_SP_SET: ABUTMENT
 AH8498_STAMPING: COT1 A 1999
 AH8498_MARK LOGO: NGS   
 AH8498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8498+STABILITY: SURFACE MOTION
 AH8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8498+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AH8498
 AH8498  HISTORY     - Date     Condition        Report By
 AH8498  HISTORY     - 1999     MONUMENTED       NGS
 AH8498  HISTORY     - 19990308 GOOD             NGS
 AH8498  HISTORY     - 20050202 GOOD             COMPDA
 AH8498
 AH8498                          STATION DESCRIPTION
 AH8498
 AH8498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8498'IN TUCSON, AT THE INTERSECTION OF 12TH STREET AND TOOLE AVENUE, NEAR
 AH8498'THE CENTER OF THE CONCRETE ABUTMENT RETAINING WALL OF THE SOUTHEAST
 AH8498'ABUTMENT OF THE AVENUE OVERPASS OF BROADWAY STREET, IN THE MEDIAN OF
 AH8498'THE AVENUE, 13.5 M (44.3 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AH8498'12TH STREET, 6.8 M (22.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AH8498'NORTHBOUND LANES OF THE AVENUE, 4.7 M (15.4 FT) NORTHEAST OF THE
 AH8498'CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 1.4 M (4.6 FT)
 AH8498'NORTHWEST OF THE SOUTHEAST END OF THE MEDIAN CURB, AND 0.3 M (1.0 FT)
 AH8498'ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE MONUMENT IS ON CITY STREET
 AH8498'RIGHT-OF-WAY.
 AH8498
 AH8498                          STATION RECOVERY (1999)
 AH8498
 AH8498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8498'RECOVERED AS DESCRIBED.
 AH8498
 AH8498                          STATION RECOVERY (2005)
 AH8498
 AH8498'RECOVERY NOTE BY COMPASSDATA INC 2005 (IR)
 AH8498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8499 ***********************************************************************
 AH8499  FBN         -  This is a Federal Base Network Control Station.
 AH8499  DESIGNATION -  COT1 B
 AH8499  PID         -  AH8499
 AH8499  STATE/COUNTY-  AZ/PIMA
 AH8499  USGS QUAD   -  TUCSON (1992)
 AH8499
 AH8499                         *CURRENT SURVEY CONTROL
 AH8499  ___________________________________________________________________
 AH8499* NAD 83(1992)-  32 13 38.87345(N)    110 58 18.70688(W)     ADJUSTED  
 AH8499* NAVD 88     -       721.933  (meters)    2368.54   (feet)  ADJUSTED  
 AH8499  ___________________________________________________________________
 AH8499  X           -  -1,933,153.158 (meters)                     COMP
 AH8499  Y           -  -5,043,437.635 (meters)                     COMP
 AH8499  Z           -   3,382,164.815 (meters)                     COMP
 AH8499  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AH8499  ELLIP HEIGHT-         692.68  (meters)          (09/30/99) GPS OBS
 AH8499  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AH8499  DYNAMIC HT  -         720.943 (meters)    2365.29  (feet)  COMP
 AH8499  MODELED GRAV-     979,245.8   (mgal)                       NAVD 88
 AH8499
 AH8499  HORZ ORDER  -  B
 AH8499  VERT ORDER  -  FIRST     CLASS II
 AH8499  ELLP ORDER  -  THIRD     CLASS I
 AH8499
 AH8499.The horizontal coordinates were established by GPS observations
 AH8499.and adjusted by the National Geodetic Survey in September 1999..
 AH8499
 AH8499.The orthometric height was determined by differential leveling
 AH8499.and adjusted by the National Geodetic Survey in July 2002..
 AH8499
 AH8499.Photographs are available for this station.
 AH8499
 AH8499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8499
 AH8499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8499
 AH8499.The ellipsoidal height was determined by GPS observations
 AH8499.and is referenced to NAD 83.
 AH8499
 AH8499.The geoid height was determined by GEOID03.
 AH8499
 AH8499.The dynamic height is computed by dividing the NAVD 88
 AH8499.geopotential number by the normal gravity value computed on the
 AH8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8499.degrees latitude (g = 980.6199 gals.).
 AH8499
 AH8499.The modeled gravity was interpolated from observed gravity values.
 AH8499
 AH8499;                    North         East     Units Scale Factor Converg.
 AH8499;SPC AZ C     -   136,479.367   302,409.204   MT  0.99999776   +0 30 14.0
 AH8499;SPC AZ C     -   447,766.95    992,156.18   iFT  0.99999776   +0 30 14.0
 AH8499;UTM  12      - 3,565,649.256   502,651.106   MT  0.99960009   +0 00 54.0
 AH8499
 AH8499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8499!SPC AZ C     -   0.99989125  x   0.99999776  =   0.99988901
 AH8499!UTM  12      -   0.99989125  x   0.99960009  =   0.99949138
 AH8499
 AH8499|---------------------------------------------------------------------|
 AH8499| PID    Reference Object                     Distance      Geod. Az  |
 AH8499|                                                           dddmmss.s |
 AH8499| AI1946 TUCSON CORS ARP                     334.153 METERS 18003     |
 AH8499|---------------------------------------------------------------------|
 AH8499
 AH8499                          SUPERSEDED SURVEY CONTROL
 AH8499
 AH8499  NAVD 88 (09/30/99)  721.93   (m)         2368.5    (f) LEVELING    3  
 AH8499
 AH8499.Superseded values are not recommended for survey control.
 AH8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8499.See file dsdata.txt to determine how the superseded data were derived.
 AH8499
 AH8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0265165649(NAD 83)
 AH8499_MARKER: F = FLANGE-ENCASED ROD
 AH8499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8499_STAMPING: COT1 B 1999
 AH8499_MARK LOGO: NGS   
 AH8499_PROJECTION: FLUSH
 AH8499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8499+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AH8499_ROD/PIPE-DEPTH: 6.5  meters
 AH8499_SLEEVE-DEPTH  : 0.9 meters
 AH8499
 AH8499  HISTORY     - Date     Condition        Report By
 AH8499  HISTORY     - 1999     MONUMENTED       NGS
 AH8499  HISTORY     - 19990308 GOOD             NGS
 AH8499  HISTORY     - 20060315 GOOD             USPSQD
 AH8499
 AH8499                          STATION DESCRIPTION
 AH8499
 AH8499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8499'IN TUCSON, AT THE INTERSECTION OF 6TH STREET AND STONE AVENUE, 32.0 M
 AH8499'(105.0 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 AH8499'26.3 M (86.3 FT) SOUTH OF THE STREET CENTER, 12.7 M (41.7 FT) WEST OF
 AH8499'THE AVENUE CENTER, 2.4 M (7.9 FT) WEST OF A GUARD RAIL, AND 1.6 M (5.2
 AH8499'FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DISK IS THROUGH A
 AH8499'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AH8499'FOR A CLASS A MARK.  NOTE--THE MONUMENT IS ON CITY STREET
 AH8499'RIGHT-OF-WAY.
 AH8499
 AH8499                          STATION RECOVERY (1999)
 AH8499
 AH8499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8499'RECOVERED AS DESCRIBED.
 AH8499
 AH8499                          STATION RECOVERY (2006)
 AH8499
 AH8499'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AH8499'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1917 ***********************************************************************
 AI1917  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1917  DESIGNATION -  COT2
 AI1917  PID         -  AI1917
 AI1917  STATE/COUNTY-  AZ/MARICOPA
 AI1917  USGS QUAD   -  TEMPE (1982)
 AI1917
 AI1917                         *CURRENT SURVEY CONTROL
 AI1917  ___________________________________________________________________
 AI1917* NAD 83(1992)-  33 23 18.79023(N)    111 52 59.87307(W)     ADJUSTED  
 AI1917* NAVD 88     -       364.61   (meters)    1196.2    (feet)  GPS OBS   
 AI1917  ___________________________________________________________________
 AI1917  X           -  -1,987,016.133 (meters)                     COMP
 AI1917  Y           -  -4,947,024.391 (meters)                     COMP
 AI1917  Z           -   3,490,204.372 (meters)                     COMP
 AI1917  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AI1917  ELLIP HEIGHT-         334.84  (meters)          (09/30/99) GPS OBS
 AI1917  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AI1917
 AI1917  HORZ ORDER  -  A
 AI1917  ELLP ORDER  -  THIRD     CLASS I
 AI1917
 AI1917.The horizontal coordinates were established by GPS observations
 AI1917.and adjusted by the National Geodetic Survey in September 1999..
 AI1917
 AI1917.The orthometric height was determined by GPS observations and a
 AI1917.high-resolution geoid model using precise GPS observation and
 AI1917.processing techniques.
 AI1917
 AI1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1917
 AI1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1917
 AI1917.The ellipsoidal height was determined by GPS observations
 AI1917.and is referenced to NAD 83.
 AI1917
 AI1917.The geoid height was determined by GEOID03.
 AI1917
 AI1917;                    North         East     Units Scale Factor Converg.
 AI1917;SPC AZ C     -   264,841.318   216,464.352   MT  0.99990012   +0 01 06.1
 AI1917;SPC AZ C     -   868,901.96    710,184.88   iFT  0.99990012   +0 01 06.1
 AI1917;UTM  12      - 3,694,711.794   417,848.253   MT  0.99968321   -0 29 10.0
 AI1917
 AI1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1917!SPC AZ C     -   0.99994743  x   0.99990012  =   0.99984756
 AI1917!UTM  12      -   0.99994743  x   0.99968321  =   0.99963066
 AI1917
 AI1917                          SUPERSEDED SURVEY CONTROL
 AI1917
 AI1917.No superseded survey control is available for this station.
 AI1917
 AI1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1784894712(NAD 83)
 AI1917_MARKER: DD = SURVEY DISK
 AI1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1917_STAMPING: COT2
 AI1917_MARK LOGO: AZ0490
 AI1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1917+STABILITY: SURFACE MOTION
 AI1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1917+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AI1917
 AI1917  HISTORY     - Date     Condition        Report By
 AI1917  HISTORY     - 1999     MONUMENTED       AZ0490
 AI1917  HISTORY     - 19990212 GOOD             AZ0420
 AI1917  HISTORY     - 20000329 GOOD             MCDOT
 AI1917  HISTORY     - 20060407 GOOD             GEOCAC
 AI1917
 AI1917                          STATION DESCRIPTION
 AI1917
 AI1917'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1917'THE STATION IS LOCATED IN TEMPE, ON THE CENTER ALIGNMENT OF EVERGREEN
 AI1917'ROAD.  OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE
 AI1917'INTERSECTION OF MILL AVE AND 5TH STREET IN TEMPE, GO SOUTH FOR 1.7 MI
 AI1917'(2.7 KM) ON MILL AVE TO SOUTHERN AVENUE.  TURN RIGHT AND GO EAST FOR
 AI1917'3.5 MI (5.6 KM) ON SOUTHERN AVE TO EVERGREEN ROAD.  TURN RIGHT AND GO
 AI1917'SOUTH FOR 0.5 MI (0.8 KM) ON EVERGREEN TO THE INTERSECTION OF HERMOSA
 AI1917'DRIVE AND THE STATION,IN THE CENTER OF EVERGREEN ROAD.  LOCATED 163.4
 AI1917'FT (49.8 M) NORTHWEST FROM EHRHARDT PARK CONCRETE SIGN, 121.51 FT
 AI1917'(37.04 M) SOUTHWEST FROM A WELL, 53.10 FT (16.18 M) NORTHEAST FROM A
 AI1917'TELEPHONE POLE, 48.3 FT (14.7 M) SOUTHEAST FROM A FIRE HYDRANT, 20.34
 AI1917'FT (6.20 M) WEST FROM THE EAST CURB OF EVERGREEN ROAD AND FLUSH WITH
 AI1917'PAVEMENT.
 AI1917
 AI1917                          STATION RECOVERY (2000)
 AI1917
 AI1917'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 AI1917'RECOVERED AS DESCRIBED.
 AI1917
 AI1917                          STATION RECOVERY (2006)
 AI1917
 AI1917'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AI1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1918 ***********************************************************************
 AI1918  DESIGNATION -  COT3
 AI1918  PID         -  AI1918
 AI1918  STATE/COUNTY-  AZ/MARICOPA
 AI1918  USGS QUAD   -  GUADALUPE (1982)
 AI1918
 AI1918                         *CURRENT SURVEY CONTROL
 AI1918  ___________________________________________________________________
 AI1918* NAD 83(1992)-  33 19 38.58936(N)    111 57 15.80151(W)     ADJUSTED  
 AI1918* NAVD 88     -       365.0    (meters)    1198.     (feet)  GPS OBS   
 AI1918  ___________________________________________________________________
 AI1918  X           -  -1,994,547.618 (meters)                     COMP
 AI1918  Y           -  -4,948,015.485 (meters)                     COMP
 AI1918  Z           -   3,484,537.902 (meters)                     COMP
 AI1918  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AI1918  ELLIP HEIGHT-         335.27  (meters)          (09/30/99) GPS OBS
 AI1918  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AI1918
 AI1918  HORZ ORDER  -  A
 AI1918  ELLP ORDER  -  THIRD     CLASS I
 AI1918
 AI1918.The horizontal coordinates were established by GPS observations
 AI1918.and adjusted by the National Geodetic Survey in September 1999..
 AI1918
 AI1918.The orthometric height was determined by GPS observations and a
 AI1918.high-resolution geoid model.
 AI1918
 AI1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1918
 AI1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1918
 AI1918.The ellipsoidal height was determined by GPS observations
 AI1918.and is referenced to NAD 83.
 AI1918
 AI1918.The geoid height was determined by GEOID03.
 AI1918
 AI1918;                    North         East     Units Scale Factor Converg.
 AI1918;SPC AZ C     -   258,058.061   209,848.126   MT  0.99990015   -0 01 14.6
 AI1918;SPC AZ C     -   846,647.18    688,478.10   iFT  0.99990015   -0 01 14.6
 AI1918;UTM  12      - 3,687,988.418   411,174.008   MT  0.99969728   -0 31 27.8
 AI1918
 AI1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1918!SPC AZ C     -   0.99994737  x   0.99990015  =   0.99984752
 AI1918!UTM  12      -   0.99994737  x   0.99969728  =   0.99964466
 AI1918
 AI1918                          SUPERSEDED SURVEY CONTROL
 AI1918
 AI1918.No superseded survey control is available for this station.
 AI1918
 AI1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1117487988(NAD 83)
 AI1918_MARKER: DD = SURVEY DISK
 AI1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1918_STAMPING: COT3
 AI1918_MARK LOGO: AZ0490
 AI1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1918+STABILITY: SURFACE MOTION
 AI1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1918+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 AI1918
 AI1918  HISTORY     - Date     Condition        Report By
 AI1918  HISTORY     - UNK      MONUMENTED       AZ0490
 AI1918  HISTORY     - 19990212 GOOD             AZ0420
 AI1918  HISTORY     - 20060823 GOOD             GEOCAC
 AI1918
 AI1918                          STATION DESCRIPTION
 AI1918
 AI1918'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1918'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH-SOUTHWEST OF THE
 AI1918'CENTER OF TEMPE, IN THE CENTER OF THE CUL-DE-SAC ON HARDY ROAD.
 AI1918'OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE INTERSECTION
 AI1918'OF MILL AVENUE AND 5TH STREET IN TEMPE, GO SOUTH FOR 3.5 MI (5.6 KM)
 AI1918'ON MILL AVENUE TO BASELINE ROAD.  TURN RIGHT AND GO WEST FOR 0.5 MI
 AI1918'(0.8 KM) ON BASELINE ROAD TO KYRENE ROAD.  TURN LEFT AND GO SOUTH FOR
 AI1918'3.0 MI (4.8 KM) ON KYRENE ROAD TO WARNER ROAD.  TURN RIGHT AND GO WEST
 AI1918'FOR 0.5 MI (0.8 KM) ON WARNER ROAD TO HARDY ROAD.  TURN LEFT AND GO
 AI1918'SOUTH FOR 0.5 MI (0.8 KM) ON HARDY ROAD TO THE STATION.  THE STATION
 AI1918'IS FLUSH WITH GROUND AT THE CENTER OF THE CUL-DE-SAC. LOCATED 60.63 FT
 AI1918'(18.48 M) SOUTHEAST FROM A LIGHT POLE, 59.71 FT (18.20 M) WEST FROM A
 AI1918'FIRE HYDRANT, 57.7 FT (17.6 M) NORTH FROM A SEWER MANHOLE, 49.4 FT
 AI1918'(15.1 M) SOUTH FROM A SEWER MANHOLE AND 43.32 FT (13.20 M) EAST FROM
 AI1918'THE CURB OF HARDY ROAD.
 AI1918
 AI1918                          STATION RECOVERY (2006)
 AI1918
 AI1918'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AI1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1919 ***********************************************************************
 AI1919  DESIGNATION -  COT4
 AI1919  PID         -  AI1919
 AI1919  STATE/COUNTY-  AZ/MARICOPA
 AI1919  USGS QUAD   -  GUADALUPE (1982)
 AI1919
 AI1919                         *CURRENT SURVEY CONTROL
 AI1919  ___________________________________________________________________
 AI1919* NAD 83(1992)-  33 19 25.52614(N)    111 53 32.07483(W)     ADJUSTED  
 AI1919* NAVD 88     -       361.7    (meters)    1187.     (feet)  GPS OBS   
 AI1919  ___________________________________________________________________
 AI1919  X           -  -1,989,260.947 (meters)                     COMP
 AI1919  Y           -  -4,950,378.552 (meters)                     COMP
 AI1919  Z           -   3,484,199.766 (meters)                     COMP
 AI1919  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AI1919  ELLIP HEIGHT-         331.92  (meters)          (09/30/99) GPS OBS
 AI1919  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AI1919
 AI1919  HORZ ORDER  -  A
 AI1919  ELLP ORDER  -  THIRD     CLASS I
 AI1919
 AI1919.The horizontal coordinates were established by GPS observations
 AI1919.and adjusted by the National Geodetic Survey in September 1999..
 AI1919
 AI1919.The orthometric height was determined by GPS observations and a
 AI1919.high-resolution geoid model.
 AI1919
 AI1919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1919
 AI1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1919
 AI1919.The ellipsoidal height was determined by GPS observations
 AI1919.and is referenced to NAD 83.
 AI1919
 AI1919.The geoid height was determined by GEOID03.
 AI1919
 AI1919;                    North         East     Units Scale Factor Converg.
 AI1919;SPC AZ C     -   257,655.275   215,633.869   MT  0.99990006   +0 00 48.3
 AI1919;SPC AZ C     -   845,325.71    707,460.20   iFT  0.99990006   +0 00 48.3
 AI1919;UTM  12      - 3,687,534.886   416,954.779   MT  0.99968503   -0 29 24.7
 AI1919
 AI1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1919!SPC AZ C     -   0.99994789  x   0.99990006  =   0.99984796
 AI1919!UTM  12      -   0.99994789  x   0.99968503  =   0.99963294
 AI1919
 AI1919                          SUPERSEDED SURVEY CONTROL
 AI1919
 AI1919.No superseded survey control is available for this station.
 AI1919
 AI1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1695587535(NAD 83)
 AI1919_MARKER: DD = SURVEY DISK
 AI1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1919_STAMPING: COT4
 AI1919_MARK LOGO: AZ0080
 AI1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1919+STABILITY: SURFACE MOTION
 AI1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1919+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 AI1919
 AI1919  HISTORY     - Date     Condition        Report By
 AI1919  HISTORY     - UNK      MONUMENTED
 AI1919  HISTORY     - 19990212 GOOD             AZ0420
 AI1919  HISTORY     - 20051202 GOOD             GEOCAC
 AI1919
 AI1919                          STATION DESCRIPTION
 AI1919
 AI1919'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1919'THE STATION IS IN CHANDLER, AT THE CENTERLINE INTERSECTION OF MISSION
 AI1919'PARK BLVD AND FIREHOUSE COURT.  OWNERSHIP--CITY OF CHANDLER.  TO REACH
 AI1919'THE STATION FROM THE JUNCTION OF MILL AVENUE AND 5TH STREET IN TEMPE,
 AI1919'GO SOUTH FOR 0.4 KM (0.25 MI) ON MILL AVENUE TO UNIVERSITY DRIVE.
 AI1919'TURN LEFT AND GO EAST FOR 4.4 KM (2.75 MI) ON UNIVERSITY DRIVE TO
 AI1919'PRICE ROAD.  TURN RIGHT AND GO SOUTH FOR 11.25 KM (7.00 MI) ON PRICE
 AI1919'ROAD TO RAY ROAD.  TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON RAY
 AI1919'ROAD TO MISSION PARK BOULEVARD.  TURN LEFT AND GO NORTH, NORTHWEST
 AI1919'THEN WEST FOR 0.7 KM (0.45 MI) ON MISSION PARK BOULEVARD TO THE
 AI1919'JUNCTION OF FIREHOUSE COURT AND THE STATION.  THE STATION IS FLUSH
 AI1919'WITH PAVEMENT.  LOCATED 253.63 FT (77.31 M) EAST FROM THE EAST EDGE OF
 AI1919'THE FUTURE 101 FREEWAY NORTHBOUND LANES, 42.33 FT (12.90 M) SOUTH FROM
 AI1919'A SEWER MANHOLE, 35.29 FT (10.76 M) SOUTHWEST FROM NORTHEAST CURB
 AI1919'CORNER, 32.23 FT (9.82 M) SOUTHEAST FROM THE NORTHWEST CURB CORNER AND
 AI1919'22.63 FT (6.90 M) NORTH FROM THE SOUTH CURB OF MISSION PARK BLVD.
 AI1919
 AI1919                          STATION RECOVERY (2005)
 AI1919
 AI1919'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 AI1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0893 ***********************************************************************
 ET0893  FBN         -  This is a Federal Base Network Control Station.
 ET0893  DESIGNATION -  COTT
 ET0893  PID         -  ET0893
 ET0893  STATE/COUNTY-  AZ/YAVAPAI
 ET0893  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0893
 ET0893                         *CURRENT SURVEY CONTROL
 ET0893  ___________________________________________________________________
 ET0893* NAD 83(1992)-  34 47 20.14341(N)    112 27 07.57170(W)     ADJUSTED  
 ET0893* NAVD 88     -      1402.1    (meters)    4600.     (feet)  GPS OBS   
 ET0893  ___________________________________________________________________
 ET0893  X           -  -2,003,104.903 (meters)                     COMP
 ET0893  Y           -  -4,847,380.403 (meters)                     COMP
 ET0893  Z           -   3,619,446.105 (meters)                     COMP
 ET0893  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 ET0893  ELLIP HEIGHT-        1376.07  (meters)          (09/30/99) GPS OBS
 ET0893  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0893
 ET0893  HORZ ORDER  -  A
 ET0893  ELLP ORDER  -  THIRD     CLASS I
 ET0893
 ET0893.The horizontal coordinates were established by GPS observations
 ET0893.and adjusted by the National Geodetic Survey in September 1992..
 ET0893
 ET0893.The orthometric height was determined by GPS observations and a
 ET0893.high-resolution geoid model.
 ET0893
 ET0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0893
 ET0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0893
 ET0893.The ellipsoidal height was determined by GPS observations
 ET0893.and is referenced to NAD 83.
 ET0893
 ET0893.The geoid height was determined by GEOID03.
 ET0893
 ET0893;                    North         East     Units Scale Factor Converg.
 ET0893;SPC AZ C     -   420,291.230   164,360.441   MT  0.99992958   -0 18 19.8
 ET0893;SPC AZ C     - 1,378,908.23    539,240.29   iFT  0.99992958   -0 18 19.8
 ET0893;UTM  12      - 3,850,597.115   367,148.812   MT  0.99981753   -0 49 43.1
 ET0893
 ET0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0893!SPC AZ C     -   0.99978404  x   0.99992958  =   0.99971364
 ET0893!UTM  12      -   0.99978404  x   0.99981753  =   0.99960161
 ET0893
 ET0893:                Primary Azimuth Mark                     Grid Az
 ET0893:SPC AZ C     -  DEL RIO WATER TANK                       013 45 16.9
 ET0893:UTM  12      -  DEL RIO WATER TANK                       014 16 40.2
 ET0893
 ET0893|---------------------------------------------------------------------|
 ET0893| PID    Reference Object                     Distance      Geod. Az  |
 ET0893|                                                           dddmmss.s |
 ET0893| ET0895 DEL RIO WATER TANK                  APPROX. 3.9 KM 0132657.1 |
 ET0893| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.50.9 KM 0261420.8 |
 ET0893| ET0894 BM                                   20.169 METERS 03110     |
 ET0893| CH2229 HIGHWAY 89 STA 1732+28.18 PT                       1760202.5 |
 ET0893| CH2982 COTT AZ MK                                         1815928.6 |
 ET0893| CH2983 COTT RM 1                            12.102 METERS 19122     |
 ET0893| CH3893 HIGHWAY 89 STA 1722+43.17 PC CROSS   12.102 METERS 27301     |
 ET0893| ET0896 1721+45                              32.317 METERS 33424     |
 ET0893|---------------------------------------------------------------------|
 ET0893
 ET0893                          SUPERSEDED SURVEY CONTROL
 ET0893
 ET0893  NAD 83(1992)-  34 47 20.14206(N)    112 27 07.56847(W) AD(       ) B
 ET0893  ELLIP H (09/30/92) 1376.14   (m)                       GP(       ) 2 1
 ET0893  NAD 83(1986)-  34 47 20.14206(N)    112 27 07.56847(W) AD(       ) 2
 ET0893  NAD 27      -  34 47 20.06100(N)    112 27 04.96500(W) AD(       ) 2
 ET0893  NGVD 29 (07/19/86) 1401.1    (m)         4597.     (f) VERT ANG       
 ET0893
 ET0893.Superseded values are not recommended for survey control.
 ET0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0893.See file dsdata.txt to determine how the superseded data were derived.
 ET0893
 ET0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6714950597(NAD 83)
 ET0893_MARKER: DS = TRIANGULATION STATION DISK
 ET0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0893_SP_SET: CONCRETE POST
 ET0893_STAMPING: COTT 1944
 ET0893_MARK LOGO: CGS   
 ET0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0893+STABILITY: SURFACE MOTION
 ET0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0893+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 ET0893
 ET0893  HISTORY     - Date     Condition        Report By
 ET0893  HISTORY     - 1944     MONUMENTED       CGS
 ET0893  HISTORY     - 1944     GOOD             CGS
 ET0893  HISTORY     - 1958     GOOD             CGS
 ET0893  HISTORY     - 1972     GOOD             AZHD
 ET0893  HISTORY     - 1974     GOOD             NGS
 ET0893  HISTORY     - 19920203 GOOD             NGS
 ET0893  HISTORY     - 19951214 GOOD             CHANCE
 ET0893  HISTORY     - 19981113 GOOD             NGS
 ET0893  HISTORY     - 20010319 SEE DESCRIPTION  NGS
 ET0893  HISTORY     - 20030507 GOOD             NGS
 ET0893  HISTORY     - 20041210 GOOD             NGS
 ET0893
 ET0893                          STATION DESCRIPTION
 ET0893
 ET0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0893'STATION IS ABOUT 18 MILES N OF PRESCOTT, 2.3 MILES N OF THE
 ET0893'CHINO VALLEY POST OFFICE, 45 FEET W OF U.S. HIGHWAY 89, AND
 ET0893'85 FEET S OF A CROSS ROAD IN THAT VICINITY.
 ET0893'
 ET0893'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0893'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0893'COTT 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 ET0893'
 ET0893'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0893'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0893'COTT NO 1 1944.  IT IS 2 FEET E OF FENCE AND AT ABOUT THE
 ET0893'SAME ELEVATION AS STATION MARK.
 ET0893'
 ET0893'REFERENCE MARK 2 IS AN ARIZONA HIGHWAY BENCH-MARK DISK SET
 ET0893'IN THE W HEAD WALL OF A CONCRETE CULVERT PASSING UNDER THE
 ET0893'HIGHWAY AND IS STAMPED ELEV 4599.47 STA 1761+25 1934.  IT IS
 ET0893'ABOUT LEVEL WITH THE HIGHWAY.
 ET0893'
 ET0893'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE N HEAD WALL
 ET0893'OF A CATTLE GUARD AND IS STAMPED COTT 1944.  IT IS 48 FEET E
 ET0893'OF THE CENTER LINE OF HIGHWAY AND 2 FEET W OF FENCE.
 ET0893'
 ET0893'TO REACH STATION FROM PRESCOTT, FOLLOW U.S. HIGHWAY 89 N TO
 ET0893'CHINO VALLEY.  FROM THE POST OFFICE IN CHINO VALLEY PROCEED
 ET0893'ON U.S. HIGHWAY 89 FOR 1.4 MILES TO A CROSS ROAD.  THE AZIMUTH
 ET0893'MARK IS IN THE N HEAD WALL OF A CATTLE GUARD ON THE RIGHT
 ET0893'SIDE OF THE HIGHWAY AT THIS POINT.  PROCEED N ON U.S. HIGHWAY
 ET0893'89 FOR 0.9 MILE TO THE STATION.  STATION IS 45 FEET W OF THE
 ET0893'HIGHWAY, 5.2 FEET E OF THE FENCE, 85 FEET S OF CROSS ROAD, AND
 ET0893'7.5 FEET SE OF A WITNESS POST.
 ET0893
 ET0893                          STATION RECOVERY (1944)
 ET0893
 ET0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 ET0893'RECOVERED IN GOOD CONDITION.
 ET0893
 ET0893                          STATION RECOVERY (1958)
 ET0893
 ET0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0893'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 ET0893'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ET0893'
 ET0893'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND IS PRESUMED TO BE
 ET0893'DESTROYED.
 ET0893'
 ET0893'THE AZIMUTH MARK IS NOT V.G. AS THERE IS NOW A POWER POLE ON
 ET0893'LINE BETWEEN THE STATION AND AZIMUTH MARKS.
 ET0893'
 ET0893'WITH EXCEPTIONS STATED ABOVE, THE ORIGINAL DESCRIPTION IS
 ET0893'ADEQUATE.
 ET0893'
 ET0893'NOTE--PAULDEN, ALUMINUM TANK, NO LONGER EXISTS.
 ET0893
 ET0893                          STATION RECOVERY (1972)
 ET0893
 ET0893'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0893'GENERAL LOCATION-18 MI N OF PRESCOTT
 ET0893'
 ET0893'TO REACH-AS DESCRIBED
 ET0893'
 ET0893'STATION MARK-BRASS CAP-GOOD
 ET0893'
 ET0893'REFERENCE MARKS-NOT FOUND
 ET0893'
 ET0893'AZIMUTH MARK-FOUND-BUT NOT VISIBLE BECAUSE OF A POWER
 ET0893'POLE ON LINE.
 ET0893
 ET0893                          STATION RECOVERY (1974)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET0893'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND BURIED IN THE
 ET0893'MAINTAINED AREA OF THE HIGHWAY.  REFERENCE MARK 2 AND THE AZIMUTH
 ET0893'MARK WERE NOT RECOVERED AND BELIEVED DESTROYED.  SEVERAL DEPARTMENT
 ET0893'OF HIGHWAY DISKS WERE ESTABLISHED TO SERVE FOR REFERENCE AND
 ET0893'AZIMUTH MARKS.
 ET0893'
 ET0893'THE STATION MARK IS A STANDARD DISK STAMPED, COTT 1944.  IT IS SET IN
 ET0893'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE
 ET0893'GROUND SURFACE.  THE MARK IS ON RANGE WITH THE FIRST 2 POWER POLES
 ET0893'FACING SOUTH, 85-1/2 FEET SOUTH OF THE CENTER LINE OF ROAD 4
 ET0893'NORTH, 66 FEET SOUTH OF POWER POLE 58, AND 7-1/2 FEET EAST OF THE
 ET0893'WITNESS POST.
 ET0893'
 ET0893'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COTT NO 1 1944.  IT IS
 ET0893'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE GROUND
 ET0893'SURFACE ON THE WEST SLOPE OF THE GRADER DITCH, 62-3/4 FEET
 ET0893'SOUTHEAST OF P.C. ANGLE IRON, 51-1/2 FEET EAST OF THE WEST RIGHT
 ET0893'OF WAY FENCE LINE, 49-3/4 FEET WEST OF THE CENTER LINE OF U.S. 89
 ET0893'AND 5-1/2 FEET WEST OF A POWER LINE.
 ET0893'
 ET0893'P.C. CROSS, IS A HEAVY ANGLE IRON RIGHT OF WAY MARKER WHICH PROJECTS
 ET0893'1-1/2 FEET.  IT HAS P.C. 1722+43.17 PAINTED ON THE SIDE AND A SMALL
 ET0893'CROSS AT POINT OF V WHICH WAS INTERSECTED.
 ET0893'
 ET0893'AZIMUTH MARK IS A DEPARTMENT OF HIGHWAYS MARK STAMPED, 1732+28.18
 ET0893'P.T. 1967.  IT IS SET IN TOP OF A 6 INCH CONCRETE POST WHICH
 ET0893'PROJECTS 2 INCHES.  IT IS SET IN THE EAST RIGHT OF WAY FENCE LINE OF
 ET0893'U.S.  89, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 ET0893'SOUTH OF A BRACED FENCE POST AND 3 FEET NORTH OF A ANGLE IRON
 ET0893'POST PAINTED WHITE.
 ET0893'
 ET0893'TO REACH THE STATION FROM THE CHINO VALLEY SCHOOL IN CHINO VALLEY,
 ET0893'GO NORTH ALONG U.S. HIGHWAY 89 FOR 3 MILES TO ROAD 4 NORTH AND
 ET0893'THE STATION ON THE LEFT.
 ET0893'
 ET0893'REFERENCE MARK 3 IS A ARIZONA HIGHWAY DISC SET IN CENTER OF NORTH
 ET0893'HEADWALL OF CATTLE GUARD OF ROAD 4 NORTH LEADING WEST AND
 ET0893'STAMPED 4598+56 STA 1721+45 1967.
 ET0893'
 ET0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 ET0893'CHINO VALLEY.
 ET0893'
 ET0893'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0893
 ET0893                          STATION RECOVERY (1992)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ET0893'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTH OF PRESCOTT, 4 KM
 ET0893'(2.5 MI) NORTH OF CHINO VALLEY, ALONG U.S. HIGHWAY 89, IN THE
 ET0893'SOUTHWEST ANGLE OF A ROAD JUNCTION, ON THE RIGHT-OF-WAY, JUST EAST OF
 ET0893'A LONG STEEL QUONSET BUILDING.  OWNERSHIP--STATE DEPARTMENT OF
 ET0893'TRANSPORTATION.
 ET0893'TO REACH THE STATION FROM THE CHINO VALLEY SCHOOLS COMPLEX IN THE
 ET0893'SOUTH SECTION OF CHINO VALLEY, GO NORTH ON HIGHWAY 89 FOR 4.74 KM
 ET0893'(2.95 MI) TO A CROSSROAD (ROAD 4 NORTH) AND THE STATION ON THE LEFT.
 ET0893'THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 10-CM
 ET0893'BELOW GROUND IN A SHALLOW SWALE PARALLELING THE HIGHWAY.  LOCATED
 ET0893'25.9 M (85.0 FT) SOUTH OF THE CENTER OF ROAD 4 NORTH, 20.8 M
 ET0893'(68.2 FT) SOUTH OF UTILITY POLE 58, 19.1 M (62.7 FT) SOUTHEAST OF THE
 ET0893'SOUTHEAST CORNER OF TELEPHONE BOX 2990, 16.8 M (55.1 FT) EAST OF THE
 ET0893'RIGHT-OF-WAY FENCE, 14.1 M (46.3 FT) WEST OF AND 1 M (3.3 FT) LOWER
 ET0893'THAN THE HIGHWAY CENTER, 0.9 M (3.0 FT) EAST OF AN ADOT METAL WITNESS
 ET0893'POST AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 ET0893
 ET0893                          STATION RECOVERY (1995)
 ET0893
 ET0893'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0893'RECOVERED AS DESCRIBED.
 ET0893
 ET0893                          STATION RECOVERY (1998)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ET0893'THE STATION IS LOCATED ON THE NORTH SIDE OF CHINO VALLEY, AT THE
 ET0893'JUNCTION OF STATE HIGHWAY 89 AND COUNTY ROAD 4 NORTH, IN THE SOUTHWEST
 ET0893'ANGLE OF THE JUNCTION, 0.32 KM (0.20 MI) NORTH OF HIGHWAY 89 MILEPOST
 ET0893'330, 30.0 KM (18.65 MI) NORTH OF PRESCOTT, 52.54 KM (32.65 MI) SOUTH
 ET0893'OF INTERSTATE HIGHWAY 40 (EXIT 146) IN ASH FORK. OWNERSHIP--ARIZONA
 ET0893'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 ET0893'JUNCTION OF STATE HIGHWAY 89 AND COUNTY ROAD 70 (PERKINSVILLE RD) ON
 ET0893'THE NORTH SIDE OF CHINO VALLEY, GO NORTH ON STATE HIGHWAY 89 FOR 1.25
 ET0893'MI (2.01 KM) TO THE JUNCTION OF ROAD 4 NORTH ON THE LEFT AND THE
 ET0893'STATION.  THE STATION IS A US COAST AND GEODETIC SURVEY TRIANGULATION
 ET0893'DISK SET IN TOP OF A SQUARE CONCRETE POST ABOUT 1.0 M (3.3 FT) BELOW
 ET0893'THE LEVEL OF THE HIGHWAY.  IT IS 25.9 M (85.0 FT) SOUTH OF THE CENTER
 ET0893'OF ROAD 4 NORTH, 20.8 M (68.2 FT) SOUTH OF A POWER POLE, 14.1 M (46.3
 ET0893'FT) WEST OF THE CENTER OF HIGHWAY 89, 0.9 M (3.0 FT) EAST OF A METAL
 ET0893'WITNESS POST AND 0.4 M (1.3 FT) NORTH-NORTHWEST OF A FIBERGLASS
 ET0893'WITNESS POST AND FLUSH WITH GROUND.
 ET0893
 ET0893                          STATION RECOVERY (2001)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 ET0893'THE AZIMUTH MARK FOR STATION COTT WAS DESTROYED DURING ROAD
 ET0893'MAINTENANCE BY ARIZONA DEPARTMENT OF TRANSPORTATION.  THE CONDITION OF
 ET0893'THE STATION AND REFERENCE MARKS WAS NOT REPORTED BY AZ DOT WHEN THE
 ET0893'AZIMUTH DISK WAS FORWARDED TO NGS.
 ET0893
 ET0893                          STATION RECOVERY (2003)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0893'RECOVERED IN GOOD CONDITION.
 ET0893
 ET0893                          STATION RECOVERY (2004)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0333 ***********************************************************************
 CY0333  DESIGNATION -  COTTON
 CY0333  PID         -  CY0333
 CY0333  STATE/COUNTY-  AZ/COCHISE
 CY0333  USGS QUAD   -  BOWIE (1974)
 CY0333
 CY0333                         *CURRENT SURVEY CONTROL
 CY0333  ___________________________________________________________________
 CY0333* NAD 83(1992)-  32 19 02.44325(N)    109 26 18.14175(W)     ADJUSTED  
 CY0333* NAVD 88     -      1127.214  (meters)    3698.20   (feet)  ADJUSTED  
 CY0333  ___________________________________________________________________
 CY0333  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CY0333  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0333  DYNAMIC HT  -        1125.550 (meters)    3692.74  (feet)  COMP
 CY0333  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CY0333
 CY0333  HORZ ORDER  -  SECOND
 CY0333  VERT ORDER  -  FIRST     CLASS II
 CY0333
 CY0333.The horizontal coordinates were established by classical geodetic methods
 CY0333.and adjusted by the National Geodetic Survey in August 1993..
 CY0333
 CY0333.The orthometric height was determined by differential leveling
 CY0333.and adjusted by the National Geodetic Survey in June 1991..
 CY0333
 CY0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0333
 CY0333.The geoid height was determined by GEOID03.
 CY0333
 CY0333.The dynamic height is computed by dividing the NAVD 88
 CY0333.geopotential number by the normal gravity value computed on the
 CY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0333.degrees latitude (g = 980.6199 gals.).
 CY0333
 CY0333.The modeled gravity was interpolated from observed gravity values.
 CY0333
 CY0333;                    North         East     Units Scale Factor Converg.
 CY0333;SPC AZ E     -   146,286.806   281,934.637   MT  0.99995797   +0 23 21.7
 CY0333;SPC AZ E     -   479,943.59    924,982.40   iFT  0.99995797   +0 23 21.7
 CY0333;UTM  12      - 3,576,683.058   647,001.595   MT  0.99986648   +0 50 06.0
 CY0333
 CY0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0333!SPC AZ E     -   0.99982726  x   0.99995797  =   0.99978523
 CY0333!UTM  12      -   0.99982726  x   0.99986648  =   0.99969376
 CY0333
 CY0333|---------------------------------------------------------------------|
 CY0333| PID    Reference Object                     Distance      Geod. Az  |
 CY0333|                                                           dddmmss.s |
 CY0333| CY0284 108 H                                64.404 METERS 02212     |
 CY0333| CC7203 ROUTE 86 STA 3513+00                               2795753.0 |
 CY0333| CY0332 COTTON RM 1                          10.407 METERS 29627     |
 CY0333|---------------------------------------------------------------------|
 CY0333
 CY0333                          SUPERSEDED SURVEY CONTROL
 CY0333
 CY0333  NAD 83(1986)-  32 19 02.43854(N)    109 26 18.13915(W) AD(       ) 2
 CY0333  NAD 27      -  32 19 02.16590(N)    109 26 15.91220(W) AD(       ) 2
 CY0333  NGVD 29 (??/??/92) 1126.987  (m)         3697.46   (f) ADJ UNCH    1 2
 CY0333
 CY0333.Superseded values are not recommended for survey control.
 CY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0333.See file dsdata.txt to determine how the superseded data were derived.
 CY0333
 CY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4700276683(NAD 83)
 CY0333_MARKER: DS = TRIANGULATION STATION DISK
 CY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0333_STAMPING: COTTON 1960
 CY0333_PROJECTION: PROJECTING 7 CENTIMETERS
 CY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0333+STABILITY: SURFACE MOTION
 CY0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0333+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0333
 CY0333  HISTORY     - Date     Condition        Report By
 CY0333  HISTORY     - 1960     MONUMENTED       CGS
 CY0333  HISTORY     - 1960     GOOD             CGS
 CY0333  HISTORY     - 1967     GOOD             CGS
 CY0333  HISTORY     - 1968     GOOD             CGS
 CY0333  HISTORY     - 1974     GOOD             USGS
 CY0333  HISTORY     - 1979     GOOD             NGS
 CY0333  HISTORY     - 20050402 GOOD             NGS
 CY0333
 CY0333                          STATION DESCRIPTION
 CY0333
 CY0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0333'THE STATION IS LOCATED 3 MILES EAST OF BOWIE, ON THE NORTH SIDE
 CY0333'OF ARIZONA STATE HIGHWAY 86.
 CY0333'
 CY0333'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BOWIE, GO EAST
 CY0333'ON STATE HIGHWAY 86 FOR 2.9 MILES TO A COTTON GIN ON THE RIGHT
 CY0333'AND THE STATION ON THE LEFT.
 CY0333'
 CY0333'THE STATION MARK IS A STANDARD DISK STAMPED COTTON 1960,
 CY0333'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 CY0333'IT IS 107 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 94
 CY0333'FEET NORTH OF THE CENTER OF THE HIGHWAY, 14.5 FEET SOUTHWEST
 CY0333'OF A RAILROAD RIGHT-OF-WAY MARKER AND 4.1 FEET SOUTHWEST OF
 CY0333'A WITNESS POST.
 CY0333'
 CY0333'R.M. 1 IS A STANDARD DISK STAMPED COTTON NO 1 1960, SET
 CY0333'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 CY0333'IS 100 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 100
 CY0333'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 30.1 FEET NORTHWEST
 CY0333'OF THE WITNESS POST.
 CY0333'
 CY0333'R.M. 2 IS A STANDARD USGS BENCH MARK DISK STAMPED H 108 1907,
 CY0333'SET IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 CY0333'IT IS 100 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 3
 CY0333'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND 2.3 FEET EAST
 CY0333'OF A WITNESS POST.
 CY0333'
 CY0333'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0333'3513 +00 1940, SET IN THE CULVERT HEADWALL ON THE SOUTH SIDE
 CY0333'OF THE HIGHWAY.  REACHED FROM THE STATION BY GOING WEST ON
 CY0333'STATE HIGHWAY 86 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CY0333
 CY0333                          STATION RECOVERY (1960)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0333'3.0 MI E FROM BOWIE.
 CY0333'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0333'THENCE 2.9 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 107.0 FEET
 CY0333'SOUTH OF THE RAILROAD, 94.0 FEET NORTH OF CENTER OF HIGHWAY, 4.1 FEET
 CY0333'SOUTHWEST OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CY0333'POST PROJECTING 2 INCHES.
 CY0333
 CY0333                          STATION RECOVERY (1967)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0333'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION, AND
 CY0333'AS DESCRIBED, WITH THE EXCEPTION THAT THE STATION IS NOW
 CY0333'ABOUT 150 FT NORTH OF NEW HIGHWAY 86.  REFERENCE TO RAILROAD
 CY0333'TRACKS REMAINS THE SAME.
 CY0333
 CY0333                          STATION RECOVERY (1968)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KEY)
 CY0333'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0333
 CY0333                          STATION RECOVERY (1974)
 CY0333
 CY0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0333'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION--REVISED
 CY0333'TO REACH FOLLOWS--TO REACH FROM THE BOWIE POST OFFICE, DRIVE
 CY0333'E ALONG BUSINESS INTERSTATE 10 FOR 2.2 MI, TURN LEFT ON
 CY0333'FRONTAGE ROAD ) (OLD STATE HWY 86) AND CONTINUED DRIVING E
 CY0333'FOR 0.9 MI TO STATION MARK.  THE ELEV. LISTED IS FROM 1960
 CY0333'LEVELING AND IS PROBABLY A COUPLE OF FEET OUT (3697.456 FEET)
 CY0333'
 CY0333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA IS LOCATED
 CY0333'3 MI E OF BOWIE
 CY0333
 CY0333                          STATION RECOVERY (1979)
 CY0333
 CY0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0333'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0333'FROM THE STATION AT BOWIE, LOCATED ACROSS INTERSTATE HIGHWAY 10 AND
 CY0333'THE FRONTAGE ROAD FROM A COTTON GIN, 32.0 METERS (105 FEET) SOUTH OF
 CY0333'THE SOUTH RAIL, 28.4 METERS (93 FEET) NORTH OF THE CENTERLINE OF THE
 CY0333'FRONTAGE ROAD, 27.4 METERS (89 FEET) SOUTHWEST OF THE THIRD UTILITY
 CY0333'POLE EAST OF RAILROAD CULVERT 1101.26 AND 4.5 METERS (15 FEET)
 CY0333'SOUTHWEST OF A VERTICAL RAIL RAILROAD RIGHT-OF-WAY MARKER.
 CY0333'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 CY0333'THE MARK IS 1 M BELOW THE RAILS.
 CY0333
 CY0333                          STATION RECOVERY (2005)
 CY0333
 CY0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0333'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1122 ***********************************************************************
 DU1122  DESIGNATION -  COTTON
 DU1122  PID         -  DU1122
 DU1122  STATE/COUNTY-  AZ/GRAHAM
 DU1122  USGS QUAD   -  DEWEY FLAT (1989)
 DU1122
 DU1122                         *CURRENT SURVEY CONTROL
 DU1122  ___________________________________________________________________
 DU1122* NAD 83(1992)-  33 14 16.89098(N)    110 15 07.43390(W)     ADJUSTED  
 DU1122* NAVD 88     -       856.755  (meters)    2810.87   (feet)  ADJUSTED  
 DU1122  ___________________________________________________________________
 DU1122  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 DU1122  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1122  DYNAMIC HT  -         855.600 (meters)    2807.08  (feet)  COMP
 DU1122  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 DU1122
 DU1122  HORZ ORDER  -  THIRD
 DU1122  VERT ORDER  -  FIRST     CLASS II
 DU1122
 DU1122.The horizontal coordinates were established by classical geodetic methods
 DU1122.and adjusted by the National Geodetic Survey in August 1993..
 DU1122
 DU1122.The orthometric height was determined by differential leveling
 DU1122.and adjusted by the National Geodetic Survey in June 1991..
 DU1122
 DU1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1122
 DU1122.The geoid height was determined by GEOID03.
 DU1122
 DU1122.The dynamic height is computed by dividing the NAVD 88
 DU1122.geopotential number by the normal gravity value computed on the
 DU1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1122.degrees latitude (g = 980.6199 gals.).
 DU1122
 DU1122.The modeled gravity was interpolated from observed gravity values.
 DU1122
 DU1122;                    North         East     Units Scale Factor Converg.
 DU1122;SPC AZ E     -   248,150.722   205,401.547   MT  0.99990078   -0 02 48.5
 DU1122;SPC AZ E     -   814,142.79    673,889.59   iFT  0.99990078   -0 02 48.5
 DU1122;UTM  12      - 3,677,924.250   569,681.561   MT  0.99965986   +0 24 35.9
 DU1122
 DU1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1122!SPC AZ E     -   0.99986976  x   0.99990078  =   0.99977055
 DU1122!UTM  12      -   0.99986976  x   0.99965986  =   0.99952966
 DU1122
 DU1122|---------------------------------------------------------------------|
 DU1122| PID    Reference Object                     Distance      Geod. Az  |
 DU1122|                                                           dddmmss.s |
 DU1122| DU1124 COTTON RM 1                           5.502 METERS 05122     |
 DU1122| DU1121 COTTON AZ MK                                       1224839.7 |
 DU1122| DU1123 COTTON RM 2                          10.170 METERS 29849     |
 DU1122|---------------------------------------------------------------------|
 DU1122
 DU1122                          SUPERSEDED SURVEY CONTROL
 DU1122
 DU1122  NAD 83(1986)-  33 14 16.88718(N)    110 15 07.43483(W) AD(       ) 3
 DU1122  NAD 27      -  33 14 16.68130(N)    110 15 05.10680(W) AD(       ) 3
 DU1122  NGVD 29 (07/19/86)  855.9    (m)         2808.     (f) VERT ANG       
 DU1122
 DU1122.Superseded values are not recommended for survey control.
 DU1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1122.See file dsdata.txt to determine how the superseded data were derived.
 DU1122
 DU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6968277924(NAD 83)
 DU1122_MARKER: DS = TRIANGULATION STATION DISK
 DU1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1122_SP_SET: CONCRETE POST
 DU1122_STAMPING: COTTON 1960
 DU1122_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1122+STABILITY: SURFACE MOTION
 DU1122
 DU1122  HISTORY     - Date     Condition        Report By
 DU1122  HISTORY     - 1960     MONUMENTED       CGS
 DU1122  HISTORY     - 1979     GOOD             NGS
 DU1122
 DU1122                          STATION DESCRIPTION
 DU1122
 DU1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1122'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 70,
 DU1122'ABOUT 15 MILES SOUTHEAST OF SAN CARLOS AND ABOUT 10 MILES NORTHWEST
 DU1122'OF BYLAS.
 DU1122'
 DU1122'TO REACH THE STATION FROM THE PERIDOT OVERPASS, (4 MILES SOUTH OF
 DU1122'SAN CARLOS) GO EASTERLY ON U.S. HIGHWAY 70 FOR 8.2 MILES TO GATES
 DU1122'IN THE RIGHT-OF-WAY FENCES ON EITHER SIDE OF THE HIGHWAY, CONTINUE
 DU1122'SOUTHEASTERLY FOR 4.1 MILES TO A HIGHWAY CUT AND THE STATION
 DU1122'ON THE LEFT.
 DU1122'
 DU1122'THE STATION MARK, STAMPED COTTON 1960, IS A STANDARD DISK CEMENTED
 DU1122'IN THE TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 4 INCHES.
 DU1122'IT IS ON TOP OF A 20 FOOT CUT BANK, 50 FEET NORTH OF THE CENTER
 DU1122'OF U.S. HIGHWAY 70 AND 5.2 FEET SOUTHWEST OF A WITNESS POST.
 DU1122'
 DU1122'REFERENCE MARK 1, STAMPED COTTON NO 1 1960, IS A STANDARD DISK
 DU1122'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DU1122'4 INCHES.  IT IS 13 FEET NORTHEAST OF THE WITNESS POST AND ABOUT 3
 DU1122'FEET LOWER IN ELEVATION THAN THE STATION.
 DU1122'
 DU1122'REFERENCE MARK 2, STAMPED COTTON NO 2 1960, IS A STANDARD DISK
 DU1122'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DU1122'PROJECTS 3 INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF U.S.
 DU1122'HIGHWAY 70, 22 FEET WEST OF THE WITNESS POST AND IS ON ABOUT
 DU1122'THE SAME ELEVATION AS THE STATION.
 DU1122'
 DU1122'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET SOUTH OF
 DU1122'THE CENTER OF U.S. HIGHWAY 70 AND 2 FEET SOUTHWEST OF A WITNESS
 DU1122'POST.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DU1122'THAT PROJECTS ABOUT 1 FOOT.
 DU1122'
 DU1122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 DU1122'U.S. HIGHWAY 70 FOR 0.75 MILE TO THE MARK ON THE RIGHT.
 DU1122'
 DU1122'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 34.71 FEET.
 DU1122
 DU1122                          STATION RECOVERY (1979)
 DU1122
 DU1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1122'19.3 KM NW FROM BYLAS.
 DU1122'19.3 KILOMETERS (12.0 MILES)  NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1122'THE POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT,
 DU1122'APPROXIMATELY 60 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 DU1122'15.6 METERS (51 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1122'7.2 METERS (23.5 FEET) SOUTHEAST OF RM 2, 5.5 METERS (18 FEET)
 DU1122'SOUTHWEST OF RM 1 AND 4.0 METERS (13 FEET) NORTHEAST OF THE SOUTHWEST
 DU1122'EDGE OF THE CUT.
 DU1122'THE MARK IS 2 METERS  W FROM A WITNESS POST.
 DU1122'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2106 ***********************************************************************
 DV2106  DESIGNATION -  COTTON
 DV2106  PID         -  DV2106
 DV2106  STATE/COUNTY-  AZ/PINAL
 DV2106  USGS QUAD   -  MARICOPA (1978)
 DV2106
 DV2106                         *CURRENT SURVEY CONTROL
 DV2106  ___________________________________________________________________
 DV2106* NAD 83(1992)-  33 03 15.96956(N)    112 01 35.16565(W)     ADJUSTED  
 DV2106* NAVD 88     -       359.9    (meters)    1181.     (feet)  VERTCON   
 DV2106  ___________________________________________________________________
 DV2106  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DV2106  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2106
 DV2106  HORZ ORDER  -  FIRST
 DV2106
 DV2106.The horizontal coordinates were established by classical geodetic methods
 DV2106.and adjusted by the National Geodetic Survey in August 1993..
 DV2106
 DV2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2106
 DV2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2106
 DV2106.The geoid height was determined by GEOID03.
 DV2106
 DV2106;                    North         East     Units Scale Factor Converg.
 DV2106;SPC AZ C     -   227,793.515   203,109.132   MT  0.99990130   -0 03 35.5
 DV2106;SPC AZ C     -   747,354.05    666,368.54   iFT  0.99990130   -0 03 35.5
 DV2106;UTM  12      - 3,657,789.964   404,171.560   MT  0.99971322   -0 33 35.6
 DV2106
 DV2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2106!SPC AZ C     -   0.99994827  x   0.99990130  =   0.99984958
 DV2106!UTM  12      -   0.99994827  x   0.99971322  =   0.99966151
 DV2106
 DV2106|---------------------------------------------------------------------|
 DV2106| PID    Reference Object                     Distance      Geod. Az  |
 DV2106|                                                           dddmmss.s |
 DV2106| CH5016 COTTON RM 1                           6.828 METERS 00056     |
 DV2106| CH5017 COTTON RM 2                          11.412 METERS 27047     |
 DV2106| CH5611 TT N 31                                            3164622.8 |
 DV2106|---------------------------------------------------------------------|
 DV2106
 DV2106                          SUPERSEDED SURVEY CONTROL
 DV2106
 DV2106  NAD 83(1986)-  33 03 15.96240(N)    112 01 35.16916(W) AD(       ) 1
 DV2106  NAD 27      -  33 03 15.77960(N)    112 01 32.65501(W) AD(       ) 1
 DV2106  NGVD 29 (07/19/86)  359.4    (m)         1179.     (f) VERT ANG       
 DV2106
 DV2106.Superseded values are not recommended for survey control.
 DV2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2106.See file dsdata.txt to determine how the superseded data were derived.
 DV2106
 DV2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0417257790(NAD 83)
 DV2106_MARKER: DD = SURVEY DISK
 DV2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2106
 DV2106  HISTORY     - Date     Condition        Report By
 DV2106  HISTORY     - 1962     MONUMENTED       AMS
 DV2106  HISTORY     - 20060831 MARK NOT FOUND   GEOCAC
 DV2106
 DV2106                          STATION DESCRIPTION
 DV2106
 DV2106'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DV2106'T-4-S.  R-3-E.  IN SECTION 26 NEAR THE CENTER OF THE NORTHWEST 1/4.
 DV2106'
 DV2106'THE STATION IS LOCATED 7.5 FEET SOUTH OF THE CENTERLINE OF
 DV2106'A ROAD WEST.  25 FEET WEST OF THE CENTERLINE OF ROAD NORTH.  5.6
 DV2106'FEET NORTH OF THE CENTER OF THE NORTH EDGE OF A CONCRETE IRRIGATION
 DV2106'HEADWALL.  3.5 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 DV2106'
 DV2106'THE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED IN
 DV2106'THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER PROJECTING
 DV2106'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED--COTTON
 DV2106'1962 ARMY MAP SERVICE.
 DV2106'
 DV2106'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD GRADE CROSSING IN
 DV2106'MARICOPA, ARIZONA, GO NORTH ON THE MARICOPA-PHOENIX HIGHWAY
 DV2106'FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT, EAST, AND GO FOR
 DV2106'1.3 MILES TO A ROAD ON RIGHT.  TURN RIGHT, SOUTH, AND GO FOR
 DV2106'0.25 MILE TO STATION SITE ON RIGHT.
 DV2106'
 DV2106'REFERENCE MARK NO. 1 IS A C. OF E. DISK SET IN ROUND CONCRETE
 DV2106'POST SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED--COTTON
 DV2106'R.M. NO. 1 1962 ARMY MAP SERVICE.  IT IS LOCATED 22.40 FEET
 DV2106'NORTH OF THE STATION.
 DV2106'
 DV2106'REFERENCE MARK NO. 2 IS A C. OF E. DISK SET IN ROUND CONCRETE
 DV2106'POST PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND
 DV2106'IS STAMPED--COTTON R.M. NO. 2 1962 ARMY MAP SERVICE.  IT IS
 DV2106'LOCATED 37.44 FEET WEST OF THE STATION, 43.68 FEET WEST-SOUTHWEST
 DV2106'OF R.M. NO. 1.
 DV2106'
 DV2106'AZIMUTH MARK IS TT-N-31 (AMS, 1961) IN T-4-S.  R-3-E.  IN THE
 DV2106'SOUTHWEST CORNER OF SECTION 23 LOCATED ABOUT 0.35 MILE NORTHWEST
 DV2106'OF THE STATION.  IT IS 10.5 FEET NORTH OF THE NORTH EDGE OF ROAD
 DV2106'BANK.  14.1 FEET WEST-NORTHWEST OF A TELEPHONE POLE.  3.2 FEET
 DV2106'NORTHEAST OF A FENCEPOST.
 DV2106
 DV2106                          STATION RECOVERY (2006)
 DV2106
 DV2106'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2106'A HOUSING DEVELOPMENT IS UNDER CONSTRUCTION IN THE AREA. ALMOST
 DV2106'CERTAINLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2132 ***********************************************************************
 DV2132  DESIGNATION -  COTTON
 DV2132  PID         -  DV2132
 DV2132  STATE/COUNTY-  AZ/MARICOPA
 DV2132  USGS QUAD   -  PERRYVILLE (1982)
 DV2132
 DV2132                         *CURRENT SURVEY CONTROL
 DV2132  ___________________________________________________________________
 DV2132* NAD 83(1992)-  33 26 07.85424(N)    112 24 38.87395(W)     ADJUSTED  
 DV2132* NAVD 88     -       297.4    (meters)     976.     (feet)  VERTCON   
 DV2132  ___________________________________________________________________
 DV2132  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV2132  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2132
 DV2132  HORZ ORDER  -  SECOND
 DV2132
 DV2132.The horizontal coordinates were established by classical geodetic methods
 DV2132.and adjusted by the National Geodetic Survey in August 1993..
 DV2132
 DV2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2132
 DV2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2132
 DV2132.The geoid height was determined by GEOID03.
 DV2132
 DV2132;                    North         East     Units Scale Factor Converg.
 DV2132;SPC AZ C     -   270,158.132   167,414.384   MT  0.99992602   -0 16 20.2
 DV2132;SPC AZ C     -   886,345.58    549,259.79   iFT  0.99992602   -0 16 20.2
 DV2132;UTM  12      - 3,700,459.624   368,855.142   MT  0.99981204   -0 46 38.8
 DV2132
 DV2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2132!SPC AZ C     -   0.99995808  x   0.99992602  =   0.99988410
 DV2132!UTM  12      -   0.99995808  x   0.99981204  =   0.99977012
 DV2132
 DV2132|---------------------------------------------------------------------|
 DV2132| PID    Reference Object                     Distance      Geod. Az  |
 DV2132|                                                           dddmmss.s |
 DV2132| CH5013 COTTON RM 1                          17.735 METERS 00208     |
 DV2132| CH5015 COTTON RM 4                          25.366 METERS 04723     |
 DV2132| CH5012 COTTON RM 3 AZIMUTH                                0900403.6 |
 DV2132| CH5014 COTTON RM 2                          11.353 METERS 09206     |
 DV2132| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.6 KM 0950933.0 |
 DV2132| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 4.2 KM 1011849.9 |
 DV2132| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 4.0 KM 1035137.2 |
 DV2132|---------------------------------------------------------------------|
 DV2132
 DV2132                          SUPERSEDED SURVEY CONTROL
 DV2132
 DV2132  NAD 83(1986)-  33 26 07.84835(N)    112 24 38.87866(W) AD(       ) 2
 DV2132  NAD 27      -  33 26 07.69520(N)    112 24 36.30210(W) AD(       ) 2
 DV2132  NGVD 29 (07/19/86)  296.8    (m)          974.     (f) VERT ANG       
 DV2132
 DV2132.Superseded values are not recommended for survey control.
 DV2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2132.See file dsdata.txt to determine how the superseded data were derived.
 DV2132
 DV2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6885500460(NAD 83)
 DV2132_MARKER: DS = TRIANGULATION STATION DISK
 DV2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2132
 DV2132  HISTORY     - Date     Condition        Report By
 DV2132  HISTORY     - 1935     MONUMENTED       CGS
 DV2132  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DV2132  HISTORY     - 1965     GOOD             CGS
 DV2132  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV2132
 DV2132                          STATION DESCRIPTION
 DV2132
 DV2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2132'ABOUT 3.6 MILES WEST OF THE TOWN OF COLD WATER, ON THE SOUTH
 DV2132'SIDE OF THE ROAD AND 0.1 MILE WEST OF A CROSS ROAD.  THE SURFACE
 DV2132'MARK IS STAMPED 1934 BUT WAS NOT OCCUPIED UNTIL 1935.  MARKED
 DV2132'BY STANDARD BRONZE DISKS.
 DV2132'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DV2132'IS 18.044 METERS (59.20 FEET) FROM STATION.
 DV2132'REFERENCE MARK NO. 2, A STANDARD BRONZE
 DV2132'REFERENCE DISK, IS 11.353 METERS (37.25 FEET) FROM
 DV2132'STATION.  AZIMUTH MARK (REFERENCE
 DV2132'MARK NO. 3) IS SET IN A CEMENT CULVERT OF AN IRRIGATION
 DV2132'DITCH, 0.4 MILE EAST OF THE STATION AND ON THE SOUTH SIDE
 DV2132'OF THE HIGHWAY.
 DV2132
 DV2132                          STATION RECOVERY (1962)
 DV2132
 DV2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2132'STATION WAS RECOVERED AS DESCRIBED.  AZIMUTH MARK AND REFERENCE
 DV2132'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION, STATION MARK
 DV2132'HAD BEEN PULLED OUT OF GROUND, UNDERGROUND MARK WAS FOUND IN
 DV2132'GOOD CONDITION, NEW STATION MARK WAS SET OVER THE UNDERGROUND
 DV2132'MARK.  REFERENCE MARK NO. 2 HAD BEEN KNOCKED LOOSE AND CRACKED,
 DV2132'REFERENCE MARK NO 4 WAS ESTABLISHED.  THE DIRECTION TO THE
 DV2132'AZIMUTH MARK CHECKED, THE DISTANCE TO REFERENCE MARK 1 CHECKED
 DV2132'AND DIFFERENCE IN THE DIRECTION WAS FOUND.
 DV2132'
 DV2132'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV2132'ON WESTERN AVENUE FOR 0.8 MILE TO CROSSROAD AND TRAFFIC LIGHT
 DV2132'AT GOODYEAR, CONTINUE WEST ON YUMA ROAD FOR 2.6 MILES TO THE
 DV2132'AZIMUTH MARK ON LEFT, CONTINUE WEST ON YUMA ROAD FOR 0.35 MILE
 DV2132'TO CROSSROAD (YUMA ROAD AND NORTH SARIVAL), CONTINUE WEST FOR
 DV2132'0.05 MILE TO THE STATION ON THE LEFT.
 DV2132'
 DV2132'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 DV2132'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV2132'STAMPED COTTON 1934 1962.  THE MARK IS 147 FEET EAST OF POWER
 DV2132'LINE POLE, 117.5 FEET WEST OF POWER LINE POLE, 29 FEET SOUTH
 DV2132'OF CENTER OF ROAD AND 5 FEET EAST-SOUTHEAST OF WITNESS POST.
 DV2132'
 DV2132'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN CONCRETE IN THE
 DV2132'CENTER OF THE TOP OF TILE AND IS STAMPED COTTON NO 1 1934.
 DV2132'THE MARK IS 57.6 FEET NORTH OF WITNESS POST, 30 FEET NORTH OF
 DV2132'CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE.
 DV2132'
 DV2132'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV2132'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV2132'COTTON NO 4 1934 1962.  THE MARK IS 86 FEET NORTHEAST OF WITNESS
 DV2132'POST, 29.5 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF
 DV2132'FENCE.
 DV2132'
 DV2132'AZIMUTH MARK, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2132'IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF SMALL CULVERT
 DV2132'AND IS STAMPED COTTON AZIMUTH NO 3 1934.  THE MARK IS 16 FEET
 DV2132'NORTH-NORTHWEST OF A POWER POLE AND 13 FEET SOUTH OF CENTER
 DV2132'OF ROAD.
 DV2132'
 DV2132'NOTE--THE UNDERGROUND MARK WAS LOWERED AND RESTAMPED, COTTON
 DV2132'1934 1962.
 DV2132'
 DV2132'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV2132
 DV2132                          STATION RECOVERY (1965)
 DV2132
 DV2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2132'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV2132'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV2132'CONDITION.
 DV2132'
 DV2132'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 DV2132'
 DV2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 DV2132'WEST OF AVONDALE
 DV2132
 DV2132                          STATION RECOVERY (2006)
 DV2132
 DV2132'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV2132'ALL LANDMARKS INCLUDING FENCE, POWER POLES AND CULVERT ARE GONE DUE TO
 DV2132'EXTENSIVE ROAD WIDENING PROJECTS IN THE AREA.  SEARCHED BUT DID NOT
 DV2132'FIND EVIDENCE OF STATION MARK, ASSOCIATED REFERENCE MARKS OR AZIMUTH
 DV2132'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1121 ***********************************************************************
 DU1121  DESIGNATION -  COTTON AZ MK
 DU1121  PID         -  DU1121
 DU1121  STATE/COUNTY-  AZ/GRAHAM
 DU1121  USGS QUAD   -  CALVA (1989)
 DU1121
 DU1121                         *CURRENT SURVEY CONTROL
 DU1121  ___________________________________________________________________
 DU1121* NAD 83(1986)-  33 13 50.     (N)    110 14 20.     (W)     SCALED    
 DU1121* NAVD 88     -       855.393  (meters)    2806.40   (feet)  ADJUSTED  
 DU1121  ___________________________________________________________________
 DU1121  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU1121  DYNAMIC HT  -         854.236 (meters)    2802.61  (feet)  COMP
 DU1121  MODELED GRAV-     979,257.5   (mgal)                       NAVD 88
 DU1121
 DU1121  VERT ORDER  -  FIRST     CLASS II
 DU1121
 DU1121.The horizontal coordinates were scaled from a topographic map and have
 DU1121.an estimated accuracy of +/- 6 seconds.
 DU1121
 DU1121.The orthometric height was determined by differential leveling
 DU1121.and adjusted by the National Geodetic Survey in June 1991..
 DU1121
 DU1121.The geoid height was determined by GEOID03.
 DU1121
 DU1121.The dynamic height is computed by dividing the NAVD 88
 DU1121.geopotential number by the normal gravity value computed on the
 DU1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1121.degrees latitude (g = 980.6199 gals.).
 DU1121
 DU1121.The modeled gravity was interpolated from observed gravity values.
 DU1121
 DU1121;                    North         East    Units  Estimated Accuracy
 DU1121;SPC AZ E     -   247,320.      206,630.      MT  (+/- 180 meters Scaled)
 DU1121
 DU1121                          SUPERSEDED SURVEY CONTROL
 DU1121
 DU1121.No superseded survey control is available for this station.
 DU1121
 DU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB709771(NAD 83)
 DU1121_MARKER: DZ = AZIMUTH MARK DISK
 DU1121_SETTING: 66 = SET IN ROCK OUTCROP
 DU1121_SP_SET: ROCK OUTCROP
 DU1121_STAMPING: COTTON 1960
 DU1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1121+STABILITY: POSITION/ELEVATION WELL
 DU1121
 DU1121  HISTORY     - Date     Condition        Report By
 DU1121  HISTORY     - 1960     MONUMENTED       CGS
 DU1121  HISTORY     - 1979     GOOD             NGS
 DU1121
 DU1121                          STATION DESCRIPTION
 DU1121
 DU1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1121'17.9 KM NW FROM BYLAS.
 DU1121'17.9 MILOMETERS (11.15 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1121'THE POST OFFICE IN BYLAS, AT THE NORTHWEST END OF A LARGE HIGHWAY
 DU1121'CUT, SET IN THE TOP OF A BEDROCK LEDGE, 0.1 KILOMETER (0.05 MILE)
 DU1121'SOUTHEAST OF HIGHWAY MILE POST 285, 22.5 METERS (74 FEET) SOUTHWEST
 DU1121'OF THE CENTERLINE OF THE HIGHWAY, 8.6 METERS (28 FEET) NORTHEAST OF
 DU1121'THE HIGHWAY RIGHT-OF-WAY FENCE AND 0.6 METER (2 FEET) SOUTHEAST OF
 DU1121'THE NORTHWEST EDGE OF THE LEDGE.
 DU1121'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU1121'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0332 ***********************************************************************
 CY0332  DESIGNATION -  COTTON RM 1
 CY0332  PID         -  CY0332
 CY0332  STATE/COUNTY-  AZ/COCHISE
 CY0332  USGS QUAD   -  BOWIE (1974)
 CY0332
 CY0332                         *CURRENT SURVEY CONTROL
 CY0332  ___________________________________________________________________
 CY0332* NAD 83(1986)-  32 19 02.     (N)    109 26 17.     (W)     SCALED    
 CY0332* NAVD 88     -      1127.518  (meters)    3699.20   (feet)  ADJUSTED  
 CY0332  ___________________________________________________________________
 CY0332  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0332  DYNAMIC HT  -        1125.854 (meters)    3693.74  (feet)  COMP
 CY0332  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CY0332
 CY0332  VERT ORDER  -  FIRST     CLASS II
 CY0332
 CY0332.The horizontal coordinates were scaled from a topographic map and have
 CY0332.an estimated accuracy of +/- 6 seconds.
 CY0332
 CY0332.The orthometric height was determined by differential leveling
 CY0332.and adjusted by the National Geodetic Survey in June 1991..
 CY0332
 CY0332.The geoid height was determined by GEOID03.
 CY0332
 CY0332.The dynamic height is computed by dividing the NAVD 88
 CY0332.geopotential number by the normal gravity value computed on the
 CY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0332.degrees latitude (g = 980.6199 gals.).
 CY0332
 CY0332.The modeled gravity was interpolated from observed gravity values.
 CY0332
 CY0332;                    North         East    Units  Estimated Accuracy
 CY0332;SPC AZ E     -   146,270.      281,970.      MT  (+/- 180 meters Scaled)
 CY0332
 CY0332                          SUPERSEDED SURVEY CONTROL
 CY0332
 CY0332  NGVD 29 (??/??/92) 1127.292  (m)         3698.46   (f) ADJ UNCH    1 2
 CY0332
 CY0332.Superseded values are not recommended for survey control.
 CY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0332.See file dsdata.txt to determine how the superseded data were derived.
 CY0332
 CY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA470766(NAD 83)
 CY0332_MARKER: DR = REFERENCE MARK DISK
 CY0332_SETTING: 0 = UNSPECIFIED SETTING
 CY0332_STAMPING: COTTON NO 1 1960
 CY0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0332+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0332
 CY0332  HISTORY     - Date     Condition        Report By
 CY0332  HISTORY     - 1960     MONUMENTED       CGS
 CY0332  HISTORY     - 1979     GOOD             NGS
 CY0332  HISTORY     - 20050402 GOOD             NGS
 CY0332
 CY0332                          STATION DESCRIPTION
 CY0332
 CY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0332'3.0 MI E FROM BOWIE.
 CY0332'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE ON A PAVED STREET, THENCE
 CY0332'2.9 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 100 FEET SOUTH OF
 CY0332'RAILROAD, 100 FEET NORTH OF CENTER OF HIGHWAY, 30.1 FEET NORTHWEST OF
 CY0332'WITNESS POST.
 CY0332
 CY0332                          STATION RECOVERY (1979)
 CY0332
 CY0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0332'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0332'FROM THE STATION AT BOWIE, 29.9 METERS (98 FEET) SOUTH OF THE SOUTH
 CY0332'RAIL, 30.5 METERS (100 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE
 CY0332'ROAD, 10.4 METERS (34 FEET) NORTH OF STATION COTTON AND 7.6 METERS
 CY0332'(25 FEET) EAST OF AN ANGLE IRON HIGHWAY MARKER POT. 3525+00.61.
 CY0332'THE MARK IS 11.2 METERS  W FROM A WITNESS POST.
 CY0332'THE MARK IS 1.5 M BELOW THE RAILS.
 CY0332
 CY0332                          STATION RECOVERY (2005)
 CY0332
 CY0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0332'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1124 ***********************************************************************
 DU1124  DESIGNATION -  COTTON RM 1
 DU1124  PID         -  DU1124
 DU1124  STATE/COUNTY-  AZ/GRAHAM
 DU1124  USGS QUAD   -  DEWEY FLAT (1989)
 DU1124
 DU1124                         *CURRENT SURVEY CONTROL
 DU1124  ___________________________________________________________________
 DU1124* NAD 83(1986)-  33 14 16.     (N)    110 15 08.     (W)     SCALED    
 DU1124* NAVD 88     -       856.255  (meters)    2809.23   (feet)  ADJUSTED  
 DU1124  ___________________________________________________________________
 DU1124  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1124  DYNAMIC HT  -         855.100 (meters)    2805.44  (feet)  COMP
 DU1124  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 DU1124
 DU1124  VERT ORDER  -  FIRST     CLASS II
 DU1124
 DU1124.The horizontal coordinates were scaled from a topographic map and have
 DU1124.an estimated accuracy of +/- 6 seconds.
 DU1124
 DU1124.The orthometric height was determined by differential leveling
 DU1124.and adjusted by the National Geodetic Survey in June 1991..
 DU1124
 DU1124.The geoid height was determined by GEOID03.
 DU1124
 DU1124.The dynamic height is computed by dividing the NAVD 88
 DU1124.geopotential number by the normal gravity value computed on the
 DU1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1124.degrees latitude (g = 980.6199 gals.).
 DU1124
 DU1124.The modeled gravity was interpolated from observed gravity values.
 DU1124
 DU1124;                    North         East    Units  Estimated Accuracy
 DU1124;SPC AZ E     -   248,120.      205,390.      MT  (+/- 180 meters Scaled)
 DU1124
 DU1124                          SUPERSEDED SURVEY CONTROL
 DU1124
 DU1124.No superseded survey control is available for this station.
 DU1124
 DU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB696778(NAD 83)
 DU1124_MARKER: DR = REFERENCE MARK DISK
 DU1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1124_SP_SET: CONCRETE POST
 DU1124_STAMPING: COTTON NO 1 1960
 DU1124_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1124+STABILITY: SURFACE MOTION
 DU1124
 DU1124  HISTORY     - Date     Condition        Report By
 DU1124  HISTORY     - 1960     MONUMENTED       CGS
 DU1124  HISTORY     - 1979     GOOD             NGS
 DU1124
 DU1124                          STATION DESCRIPTION
 DU1124
 DU1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1124'19.3 KM NW FROM BYLAS.
 DU1124'19.3 KILOMETERS (12.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1124'THE POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT,
 DU1124'APPROXIMATELY 62 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 DU1124'21.1 METERS (69 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1124'5.5 METERS (18 FEET) NORTHEAST OF STATION COTTON.
 DU1124'THE MARK IS 4 METERS  NE FROM A WITNESS POST.
 DU1124'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1123 ***********************************************************************
 DU1123  DESIGNATION -  COTTON RM 2
 DU1123  PID         -  DU1123
 DU1123  STATE/COUNTY-  AZ/GRAHAM
 DU1123  USGS QUAD   -  DEWEY FLAT (1989)
 DU1123
 DU1123                         *CURRENT SURVEY CONTROL
 DU1123  ___________________________________________________________________
 DU1123* NAD 83(1986)-  33 14 16.     (N)    110 15 08.     (W)     SCALED    
 DU1123* NAVD 88     -       856.522  (meters)    2810.11   (feet)  ADJUSTED  
 DU1123  ___________________________________________________________________
 DU1123  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1123  DYNAMIC HT  -         855.367 (meters)    2806.32  (feet)  COMP
 DU1123  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 DU1123
 DU1123  VERT ORDER  -  FIRST     CLASS II
 DU1123
 DU1123.The horizontal coordinates were scaled from a topographic map and have
 DU1123.an estimated accuracy of +/- 6 seconds.
 DU1123
 DU1123.The orthometric height was determined by differential leveling
 DU1123.and adjusted by the National Geodetic Survey in June 1991..
 DU1123
 DU1123.The geoid height was determined by GEOID03.
 DU1123
 DU1123.The dynamic height is computed by dividing the NAVD 88
 DU1123.geopotential number by the normal gravity value computed on the
 DU1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1123.degrees latitude (g = 980.6199 gals.).
 DU1123
 DU1123.The modeled gravity was interpolated from observed gravity values.
 DU1123
 DU1123;                    North         East    Units  Estimated Accuracy
 DU1123;SPC AZ E     -   248,120.      205,390.      MT  (+/- 180 meters Scaled)
 DU1123
 DU1123                          SUPERSEDED SURVEY CONTROL
 DU1123
 DU1123.No superseded survey control is available for this station.
 DU1123
 DU1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB696778(NAD 83)
 DU1123_MARKER: DR = REFERENCE MARK DISK
 DU1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1123_SP_SET: CONCRETE POST
 DU1123_STAMPING: COTTON NO 2 1960
 DU1123_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1123+STABILITY: SURFACE MOTION
 DU1123
 DU1123  HISTORY     - Date     Condition        Report By
 DU1123  HISTORY     - 1960     MONUMENTED       CGS
 DU1123  HISTORY     - 1979     GOOD             NGS
 DU1123
 DU1123                          STATION DESCRIPTION
 DU1123
 DU1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1123'19.3 KM NW FROM BYLAS.
 DU1123'19.3 KILOMETERS (12.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1123'POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT, APPROXIMATELY
 DU1123'53 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT, 15.6 METERS (51
 DU1123'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.2 METERS (23.5
 DU1123'FEET) NORTHWEST OF STATION COTTON AND 4.0 METERS (13 FEET) NORTHEAST
 DU1123'OF THE SOUTHWEST EDGE OF THE CUT.
 DU1123'THE MARK IS 8 METERS  NW FROM A WITNESS POST.
 DU1123'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1070 ***********************************************************************
 FS1070  DESIGNATION -  COTTONWOOD
 FS1070  PID         -  FS1070
 FS1070  STATE/COUNTY-  AZ/MOHAVE
 FS1070  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS1070
 FS1070                         *CURRENT SURVEY CONTROL
 FS1070  ___________________________________________________________________
 FS1070* NAD 83(1992)-  35 23 40.07822(N)    114 35 56.26531(W)     ADJUSTED  
 FS1070* NAVD 88     -       295.4    (meters)     969.     (feet)  VERTCON   
 FS1070  ___________________________________________________________________
 FS1070  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 FS1070  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FS1070
 FS1070  HORZ ORDER  -  FIRST
 FS1070
 FS1070.The horizontal coordinates were established by classical geodetic methods
 FS1070.and adjusted by the National Geodetic Survey in August 1993..
 FS1070
 FS1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1070
 FS1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1070
 FS1070.The geoid height was determined by GEOID03.
 FS1070
 FS1070;                    North         East     Units Scale Factor Converg.
 FS1070;SPC AZ W     -   487,680.769   136,237.729   MT  1.00000661   -0 29 30.3
 FS1070;SPC AZ W     - 1,600,002.52    446,974.18   iFT  1.00000661   -0 29 30.3
 FS1070;SPC NV E     - 8,071,936.090   289,420.542   MT  0.99999851   +0 34 12.7
 FS1070;SPC NV E     -26,482,676.99    949,540.56   sFT  0.99999851   +0 34 12.7
 FS1070;UTM  11      - 3,919,436.621   718,063.157   MT  1.00018604   +1 23 28.4
 FS1070
 FS1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1070!SPC AZ W     -   0.99995826  x   1.00000661  =   0.99996487
 FS1070!SPC NV E     -   0.99995826  x   0.99999851  =   0.99995677
 FS1070!UTM  11      -   0.99995826  x   1.00018604  =   1.00014429
 FS1070
 FS1070:                Primary Azimuth Mark                     Grid Az
 FS1070:SPC AZ W     -  PERKINS CAIRN                            023 30 50.4
 FS1070:SPC NV E     -  PERKINS CAIRN                            022 27 07.4
 FS1070:UTM  11      -  PERKINS CAIRN                            021 37 51.7
 FS1070
 FS1070|---------------------------------------------------------------------|
 FS1070| PID    Reference Object                     Distance      Geod. Az  |
 FS1070|                                                           dddmmss.s |
 FS1070| FS1168 PERKINS CAIRN                       APPROX.21.1 KM 0230120.1 |
 FS1070| FS1071 LOST CABIN CAIRN NW                 APPROX.12.0 KM 0401807.5 |
 FS1070| CC4554 COTTONWOOD RM 2                       4.442 METERS 25018     |
 FS1070| CC4553 COTTONWOOD RM 1                       3.780 METERS 32428     |
 FS1070| CC4552 COTTONWOOD RM 3 AZIMUTH                            3351822.3 |
 FS1070| CC4555 COTTONWOOD RM 3 AZIMUTH                            33519     |
 FS1070|---------------------------------------------------------------------|
 FS1070
 FS1070                          SUPERSEDED SURVEY CONTROL
 FS1070
 FS1070  NAD 83(1986)-  35 23 40.07924(N)    114 35 56.25705(W) AD(       ) 1
 FS1070  NAD 27      -  35 23 40.09600(N)    114 35 53.37200(W) AD(       ) 1
 FS1070  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG       
 FS1070
 FS1070.Superseded values are not recommended for survey control.
 FS1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1070.See file dsdata.txt to determine how the superseded data were derived.
 FS1070
 FS1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1806319437(NAD 83)
 FS1070_MARKER: DS = TRIANGULATION STATION DISK
 FS1070_SETTING: 66 = SET IN ROCK OUTCROP
 FS1070
 FS1070  HISTORY     - Date     Condition        Report By
 FS1070  HISTORY     - 1934     MONUMENTED       CGS
 FS1070  HISTORY     - 1948     GOOD             CGS
 FS1070  HISTORY     - 1950     GOOD             CGS
 FS1070
 FS1070                          STATION DESCRIPTION
 FS1070
 FS1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1070'STATION IS ON THE HIGHEST HILL IN THE VICINITY, ABOUT 1
 FS1070'MILE E OF THE COLORADO RIVER AT THE LOWER END OF COTTONWOOD
 FS1070'VALLEY.  PEAK CAN BE EASILY IDENTIFIED, AS IT IS THE FIRST
 FS1070'PROMINENT HILL NEAR THE RIVER S OF SEARCHLIGHT FERRY.  ABOUT
 FS1070'9 MILES, A LITTLE E OF S, FROM THE SEARCHLIGHT FERRY, AND
 FS1070'7 MILES S OF THE SEARCHLIGHT FERRY ROAD AT THE NEAREST POINT.
 FS1070'THERE IS A 4-FOOT ROCK CAIRN AT THE STATION SITE.
 FS1070'
 FS1070'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN
 FS1070'A DRILL HOLE IN A BOULDER.
 FS1070'
 FS1070'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FS1070'HOLES IN OUTCROPPING BEDROCK.
 FS1070'
 FS1070'REFERENCE MARK NO. 3, (AZIMUTH) IS 3/8 MILE NNW ON A ROCKY
 FS1070'POINT NEAR THE DEEP WASH.
 FS1070'
 FS1070'REACHED FROM CHLORIDE BY GOING W ON THE SEARCHLIGHT ROAD
 FS1070'28 MILES TO A SIGN READING SEARCHLIGHT 16, CHLORIDE 28.
 FS1070'THIS POINT IS 3.8 MILES BEFORE REACHING THE FERRY AND 0.8
 FS1070'MILE BEFORE REACHING THE TURNOFF TO TATUMS RANCH.  HERE TURN
 FS1070'LEFT (S) AND FOLLOW THE DIM ROAD 0.9 MILE AND TAKE LEFT FORK,
 FS1070'GO 0.3 MILE AND PASS W OF OLD HOUSE, CONTINUE 0.2 MILE AND
 FS1070'TAKE LEFT FORK, GO 2.4 MILES TO THE END OF TRUCK TRAVEL AT
 FS1070'THE EDGE OF A DEEP WASH.  CAIRN AT STATION IS S 40 DEG E
 FS1070'FROM HERE.  CONTINUE S ALONG EDGE OF GRAVEL BANKS
 FS1070'ABOUT ONE MILE.  TURN E UP A DEEP WASH AND FOLLOW TO WHERE
 FS1070'IT WIDENS OUT THENCE S 1/2 MILE TO STATION.
 FS1070
 FS1070                          STATION RECOVERY (1948)
 FS1070
 FS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1070'ALL MARKS ARE IN GOOD CONDITION.
 FS1070'
 FS1070'THE STATION IS ON THE SUMMIT OF A LOW LAVA ROCK-STREWN HILL,
 FS1070'ABOUT 31-1/2 MILES WEST-NORTHWEST OF KINGMAN, 15 MILES NORTH
 FS1070'OF DAVIS DAM, AND 1-1/2 MILES EAST OF THE COLORADO RIVER.
 FS1070'THIS IS THE HIGHEST POINT IN THE VICINITY.
 FS1070'
 FS1070'THE STATION, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1070'THE TOP OF A 2 FOOT SQUARE MASS OF OUTCROPPING BEDROCK, PROJECTING
 FS1070'8 INCHES ABOVE THE SURROUNDING SURFACE, IS STAMPED COTTONWOOD
 FS1070'1934.
 FS1070'
 FS1070'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 FS1070'HOLE IN BEDROCK, IS STAMPED COTTONWOOD NO 1 1934.  IT IS
 FS1070'APPROXIMATELY 10 INCHES LOWER IN ELEVATION THAN THE STATION
 FS1070'MARK.
 FS1070'
 FS1070'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 FS1070'HOLE IN BEDROCK, PROJECTING 2 INCHES ABOVE THE SURROUNDING
 FS1070'SURFACE, IS STAMPED COTTONWOOD NO 2 1934.  IT IS ABOUT 10
 FS1070'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 FS1070'
 FS1070'THE AZIMUTH MARK, A STANDARD REFERENCE DISK CEMENTED IN A
 FS1070'DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK, IS STAMPED
 FS1070'COTTONWOOD NO 3 1934.  IT IS ON THE SUMMIT OF A SMALL LOW
 FS1070'ROCKY POINT JUST SOUTH OF A DEEP WASH.
 FS1070'
 FS1070'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA
 FS1070'FE RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY
 FS1070'93 AND 466 FOR 26.5 MILES TO A GRADED DIRT ROAD LEFT, WEST,
 FS1070'JUST SOUTHEAST OF SOME RUINS OF BUILDINGS.  TURN LEFT, WEST,
 FS1070'PASS THROUGH A WIRE GATE AND CONTINUE WESTERLY ON THE MAIN
 FS1070'TRAVELED ROAD FOR 9.5 MILES TO THE TOP OF A GRADE AND SIGN
 FS1070'CHLORIDE 19, SEARCHLIGHT 26.  CONTINUE WESTERLY DOWN GRADE
 FS1070'FOR 3.0 MILES TO A FORK.  TAKE THE LEFT-HAND ROAD 7.1 MILES
 FS1070'TO A FENCE CORNER AND FORK.  TAKE THE LEFT-HAND ROAD
 FS1070'SOUTHWESTERLY 0.3 MILE TO A RANCH HOUSE.  TURN SHARP LEFT, EAST,
 FS1070'THROUGH A GATE AT THE RANCH HOUSE AND GO 0.6 MILE TO A
 FS1070'GATE.  PASS THROUGH GATE AND FOLLOW A TRACK ROAD SOUTH
 FS1070'AND EAST 1.5 MILES TO A DENSE GROWTH OF TAMARACK.  CONTINUE
 FS1070'SOUTHERLY THROUGH THE TAMARACK 3.7 MILES TO THE WESTERN
 FS1070'MOUTH OF A WASH.  TURN LEFT, EAST, AND GO UP THE WASH 0.3
 FS1070'MILES TO A POINT WHERE THE WASH BECOMES TOO NARROW TO
 FS1070'CONTINUE WITH TRUCK.  FROM HERE PACK UP THE RIDGE ON THE
 FS1070'LEFT SIDE OF THE WASH AND GO EASTERLY 1/2 MILE TO THE
 FS1070'HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 FS1070
 FS1070                          STATION RECOVERY (1950)
 FS1070
 FS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1070'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1948
 FS1070'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 FS1070'
 FS1070'THE LAKE FORMED BY DAVIS DAM HAS RISEN TO A LEVEL WITHIN 1
 FS1070'MILE OF THE STATION, MAKING THE OLD ROUTE BY TRUCK INACCESSABLE.
 FS1070'TO REACH THE STATION FROM SEARCH LIGHT, NEVADA GO EAST ON
 FS1070'THE COTTONWOOD LANDING ROAD FOR 15.4 MILES TO THE WEST SHORE
 FS1070'OF THE LAKE AND A BOAT DOCK.  FROM HERE PROCEED SOUTH AND
 FS1070'EAST BY BOAT ABOUT 11 MILES TO A SMALL INLET WHICH IS ABOUT
 FS1070'1 MILE WEST OF THE STATION ON THE EAST SIDE OF THE LAKE.
 FS1070'THE STATION IS EASILY RECOGNIZED AS BEING ON THE ONLY DARK
 FS1070'COLORED HILL IN THE VICINITY.  PACK EASTERLY UP SLOPE TO
 FS1070'THE HIGHEST POINT AND STATION.  A 25 MINUTE PACK.
 FS1070'
 FS1070'NO DISTANCES OR DIRECTIONS WERE CHECKED SINCE NO OBSERVING
 FS1070'UNIT VISITED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1007 ***********************************************************************
 ET1007  DESIGNATION -  COTTONWOOD MOUNTAIN
 ET1007  PID         -  ET1007
 ET1007  STATE/COUNTY-  AZ/YAVAPAI
 ET1007  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET1007
 ET1007                         *CURRENT SURVEY CONTROL
 ET1007  ___________________________________________________________________
 ET1007* NAD 83(1992)-  34 47 07.98800(N)    112 51 12.44627(W)     ADJUSTED  
 ET1007* NAVD 88     -      1972.     (meters)    6470.     (feet)  SCALED    
 ET1007  ___________________________________________________________________
 ET1007  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 ET1007  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET1007
 ET1007  HORZ ORDER  -  THIRD
 ET1007
 ET1007.The horizontal coordinates were established by classical geodetic methods
 ET1007.and adjusted by the National Geodetic Survey in August 1993..
 ET1007
 ET1007.The orthometric height was scaled from a topographic map.
 ET1007
 ET1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1007
 ET1007.The geoid height was determined by GEOID03.
 ET1007
 ET1007;                    North         East     Units Scale Factor Converg.
 ET1007;SPC AZ C     -   420,185.930   127,626.816   MT  0.99999056   -0 32 04.1
 ET1007;SPC AZ C     - 1,378,562.76    418,723.15   iFT  0.99999056   -0 32 04.1
 ET1007;UTM  12      - 3,850,827.202   330,418.478   MT  0.99995445   -1 03 27.6
 ET1007
 ET1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1007!SPC AZ C     -   0.99969473  x   0.99999056  =   0.99968529
 ET1007!UTM  12      -   0.99969473  x   0.99995445  =   0.99964919
 ET1007
 ET1007:                Primary Azimuth Mark                     Grid Az
 ET1007:SPC AZ C     -  WILLIAMS                                 013 45 49.8
 ET1007:UTM  12      -  WILLIAMS                                 014 17 13.3
 ET1007
 ET1007|---------------------------------------------------------------------|
 ET1007| PID    Reference Object                     Distance      Geod. Az  |
 ET1007|                                                           dddmmss.s |
 ET1007| ET1004 WILLIAMS                            APPROX.16.7 KM 0131345.7 |
 ET1007| ET1011 CAMP WOOD                           APPROX. 8.1 KM 3124514.7 |
 ET1007|---------------------------------------------------------------------|
 ET1007
 ET1007                          SUPERSEDED SURVEY CONTROL
 ET1007
 ET1007  NAD 83(1986)-  34 47 07.99565(N)    112 51 12.44371(W) AD(       ) 3
 ET1007  NAD 27      -  34 47 07.92600(N)    112 51 09.80400(W) AD(       ) 3
 ET1007
 ET1007.Superseded values are not recommended for survey control.
 ET1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1007.See file dsdata.txt to determine how the superseded data were derived.
 ET1007
 ET1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3041850827(NAD 83)
 ET1007_MARKER: DD = SURVEY DISK
 ET1007_SETTING: 66 = SET IN ROCK OUTCROP
 ET1007_SP_SET: SET IN A ROCK LEDGE
 ET1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1007+STABILITY: POSITION/ELEVATION WELL
 ET1007
 ET1007  HISTORY     - Date     Condition        Report By
 ET1007  HISTORY     - 1935     MONUMENTED       USFS
 ET1007
 ET1007                          STATION DESCRIPTION
 ET1007
 ET1007'DESCRIBED BY US FOREST SERVICE 1935
 ET1007'STATION IS ON HIGHEST LARGE, ROUND, BARREN, TABLE-TOP MOUNTAIN,
 ET1007'26 MILES NW OF PRESCOTT (AIR LINE).  THE MOUNTAIN IS VERY
 ET1007'PROMINENT AND IS EASILY DISTINGUISHED BY ITS SIZE AND MESA-LIKE
 ET1007'SHAPE.
 ET1007'
 ET1007'STATION MARK IS A STANDARD U.S.F.S. TABLET IN MALPAIS LEDGE
 ET1007'ROCK STAMPED COTTONWOOD MTN. 1935.
 ET1007'
 ET1007'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1007'CREEK-SELIGMAN ROAD APPROXIMATELY 24 MILES TO INTERSECTION
 ET1007'WITH THE CAMP WOOD ROAD.  THENCE TURN WESTWARDLY ON THE LATTER,
 ET1007'APPROXIMATELY 13 MILES TO INTERSECTION WITH COTTONWOOD MOUNTAIN
 ET1007'TRAIL.  IT IS POSSIBLE TO DRIVE SOUTHERLY ON THIS TRAIL
 ET1007'APPROXIMATELY 1 MILE TO A CONCRETE WATERING TROUGH.  THENCE
 ET1007'FOLLOW TRAIL TO TOP OF MOUNTAIN AND STATION, ABOUT 45 MINUTES
 ET1007'CLIMB.
 ET1007'
 ET1007'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET1007'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1137 ***********************************************************************
 ES1137  DESIGNATION -  COTTONWOOD RM 1
 ES1137  PID         -  ES1137
 ES1137  STATE/COUNTY-  AZ/YAVAPAI
 ES1137  USGS QUAD   -  PAGE SPRINGS (1969)
 ES1137
 ES1137                         *CURRENT SURVEY CONTROL
 ES1137  ___________________________________________________________________
 ES1137* NAD 83(1992)-  34 45 14.45607(N)    111 59 36.08090(W)     ADJUSTED  
 ES1137* NAVD 88     -      1097.1    (meters)    3599.     (feet)  VERTCON   
 ES1137  ___________________________________________________________________
 ES1137  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 ES1137  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES1137
 ES1137  HORZ ORDER  -  THIRD
 ES1137
 ES1137.The horizontal coordinates were established by classical geodetic methods
 ES1137.and adjusted by the National Geodetic Survey in August 1993..
 ES1137
 ES1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1137
 ES1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1137
 ES1137.The geoid height was determined by GEOID03.
 ES1137
 ES1137;                    North         East     Units Scale Factor Converg.
 ES1137;SPC AZ C     -   416,290.524   206,339.004   MT  0.99990061   -0 02 37.4
 ES1137;SPC AZ C     - 1,365,782.56    676,965.24   iFT  0.99990061   -0 02 37.4
 ES1137;UTM  12      - 3,846,214.185   409,082.601   MT  0.99970188   -0 33 58.7
 ES1137
 ES1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1137!SPC AZ C     -   0.99983181  x   0.99990061  =   0.99973244
 ES1137!UTM  12      -   0.99983181  x   0.99970188  =   0.99953375
 ES1137
 ES1137:                Primary Azimuth Mark                     Grid Az
 ES1137:SPC AZ C     -  MUNDS MOUNTAIN                           066 35 19.7
 ES1137:UTM  12      -  MUNDS MOUNTAIN                           067 06 41.0
 ES1137
 ES1137|---------------------------------------------------------------------|
 ES1137| PID    Reference Object                     Distance      Geod. Az  |
 ES1137|                                                           dddmmss.s |
 ES1137| ES1142 MUNDS MOUNTAIN                      APPROX.28.0 KM 0663242.3 |
 ES1137| CS3971 COTTONWOOD RM 2                      19.940 METERS 21649     |
 ES1137|---------------------------------------------------------------------|
 ES1137
 ES1137                          SUPERSEDED SURVEY CONTROL
 ES1137
 ES1137  NAD 83(1986)-  34 45 14.45111(N)    111 59 36.07920(W) AD(       ) 3
 ES1137  NGVD 29 (04/23/90) 1096.4    (m)         3597.     (f) VERT ANG       
 ES1137
 ES1137.Superseded values are not recommended for survey control.
 ES1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1137.See file dsdata.txt to determine how the superseded data were derived.
 ES1137
 ES1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0908346214(NAD 83)
 ES1137_MARKER: DR = REFERENCE MARK DISK
 ES1137_SETTING: 0 = UNSPECIFIED SETTING
 ES1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1137
 ES1137  HISTORY     - Date     Condition        Report By
 ES1137  HISTORY     - 1973     MONUMENTED       USGS
 ES1137
 ES1137                          STATION DESCRIPTION
 ES1137
 ES1137'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES1137'LOCATED 1.8 MI E. OF COTTONWOOD, 0.25 MI NE. OF VERDE RIVER AT
 ES1137'POINT WHERE IT FLOWS E.-SE.  ON TOP OF LOW RED KNOLL.
 ES1137'
 ES1137'TO REACH FROM POST OFFICE IN COTTONWOOD, GO 3.9 MI N. ON U.S.
 ES1137'HWY. 89A TOWARD FLAGSTAFF TO DIRT RD. LEFT AT SIGN
 ES1137'ENTERING COCONINO NATIONAL FOREST, CONTINUE 1.5 MI TO DIRT
 ES1137'Y-RD. LEFT (FS RD. 761).  TURN LEFT ON DIRT RD. 0.7 MI TO Y-FORK.
 ES1137'KEEP LEFT 0.3 MI TO Y-FORK.  KEEP LEFT 0.8 MI TO EARTH STOCK TANK.
 ES1137'TURN LEFT CROSSING DAM 0.4 MI UNTIL NEAR TOP OF RIDGE AT DRAIN
 ES1137'X-ING. AND DIM TRACK RD. LEFT ON SOUTH SIDE OF DRAIN.  TURN LEFT
 ES1137'FOLLOWING ALONG DRAIN 0.1 MI.  CROSS DRAIN CONTINUING ON TRACK RD.
 ES1137'0.4 MI.  LEAVE TRACK RD. LEFT CROSS-COUNTRY ALONG LOW RIDGE 0.8 MI
 ES1137'TO END OF TRUCK TRAVEL AND STATION ON SMALL FLATTOP RED HILL WITH
 ES1137'POWER POLE IN CENTER ON TOP.  ABOUT A 5-10 MINUTE PACK.
 ES1137'
 ES1137'STATION MARK--STANDARD RM TABLET STAMPED---COTTONWOOD 1943 NO 1---,
 ES1137'IN FLAT TOP OF HILL.
 ES1137'
 ES1137'RM 2--STANDARD RM TABLET STAMPED---COTTONWOOD 1943 NO 2---, IN FLAT
 ES1137'TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1095 ***********************************************************************
 CY1095  DESIGNATION -  COUNTY
 CY1095  PID         -  CY1095
 CY1095  STATE/COUNTY-  AZ/GRAHAM
 CY1095  USGS QUAD   -  WHITLOCK PEAK (1986)
 CY1095
 CY1095                         *CURRENT SURVEY CONTROL
 CY1095  ___________________________________________________________________
 CY1095* NAD 83(1992)-  32 31 13.50708(N)    109 13 27.42059(W)     ADJUSTED  
 CY1095* NAVD 88     -      1473.4    (meters)    4834.     (feet)  VERTCON   
 CY1095  ___________________________________________________________________
 CY1095  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 CY1095  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CY1095
 CY1095  HORZ ORDER  -  THIRD
 CY1095
 CY1095.The horizontal coordinates were established by classical geodetic methods
 CY1095.and adjusted by the National Geodetic Survey in August 1993..
 CY1095
 CY1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1095
 CY1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1095
 CY1095.The geoid height was determined by GEOID03.
 CY1095
 CY1095;                    North         East     Units Scale Factor Converg.
 CY1095;SPC AZ E     -   168,962.638   301,894.945   MT  0.99999663   +0 30 24.0
 CY1095;SPC AZ E     -   554,339.36    990,468.98   iFT  0.99999663   +0 30 24.0
 CY1095;SPC NM W     -   169,426.877   699,317.985   MT  1.00012719   -0 44 52.4
 CY1095;SPC NM W     -   555,861.35  2,294,345.76   sFT  1.00012719   -0 44 52.4
 CY1095;UTM  12      - 3,599,512.235   666,782.987   MT  0.99994302   +0 57 17.4
 CY1095
 CY1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1095!SPC AZ E     -   0.99977285  x   0.99999663  =   0.99976948
 CY1095!SPC NM W     -   0.99977285  x   1.00012719  =   0.99990001
 CY1095!UTM  12      -   0.99977285  x   0.99994302  =   0.99971588
 CY1095
 CY1095:                Primary Azimuth Mark                     Grid Az
 CY1095:SPC AZ E     -  PARKS                                    269 15 27.9
 CY1095:SPC NM W     -  PARKS                                    270 30 44.3
 CY1095:UTM  12      -  PARKS                                    268 48 34.5
 CY1095
 CY1095|---------------------------------------------------------------------|
 CY1095| PID    Reference Object                     Distance      Geod. Az  |
 CY1095|                                                           dddmmss.s |
 CY1095| CY1099 PARKS                               APPROX. 5.7 KM 2694551.9 |
 CY1095|---------------------------------------------------------------------|
 CY1095
 CY1095                          SUPERSEDED SURVEY CONTROL
 CY1095
 CY1095  NAD 83(1986)-  32 31 13.50200(N)    109 13 27.41796(W) AD(       ) 3
 CY1095  NAD 27      -  32 31 13.23790(N)    109 13 25.20486(W) AD(       ) 3
 CY1095  NGVD 29 (07/19/86) 1472.7    (m)         4832.     (f) VERT ANG       
 CY1095
 CY1095.Superseded values are not recommended for survey control.
 CY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1095.See file dsdata.txt to determine how the superseded data were derived.
 CY1095
 CY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6678399512(NAD 83)
 CY1095
 CY1095  HISTORY     - Date     Condition        Report By
 CY1095  HISTORY     - 1948     MONUMENTED       USGS
 CY1095  HISTORY     - 1958     GOOD             USGS
 CY1095
 CY1095                          STATION DESCRIPTION
 CY1095
 CY1095'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CY1095'LOCATED ABOUT 17 MI. N. OF SAN SIMON, ABOUT MIDWAY ON A N-S. RIDGE,
 CY1095'WHICH IS ABOUT 3 MI. IN LENGTH AND ON THE THIRD HUMP FROM THE BASE.
 CY1095'ALSO THE GRAHAM AND GREENLEE COUNTY LINE.
 CY1095'
 CY1095'TO REACH FROM BOWIE POST OFFICE, DRIVE N. ACROSS TRACKS 0.2 MI.,
 CY1095'THENCE NORTHEASTERLY ON MIDDLE FORK 12.2 MI. TO RD. FORKS, CONTINUE
 CY1095'STRAIGHT AHEAD ON S. SIDE OF ADOBE SHACKS 1.3 MI. TO RD. FORKS, THENCE
 CY1095'3.6 MI. ON MAIN TRAVELED RD., LEFT FORK TO T-JUNCTION WITH RD. AND
 CY1095'DITCH, KEEP ON MAIN TRAVELED RD. E. 1.7 MI. TO RD. FORKS, THENCE
 CY1095'STRAIGHT AHEAD 4.0 MI. TO GATE AND A N-S. FENCE LINE ACROSS OLD
 CY1095'CAMP CANYON, TURN N. ONTO A DIM, ROCKY TRACK RD. ALONG FENCE LINE
 CY1095'AND FOLLOW TO END, LEAVE TRUCK AND CROSS FENCE AND FOLLOW ALONG
 CY1095'TO A SMALL RIDGE, WHICH RUNS E-W. JOINING LARGE N-S. RIDGE.  LEAVE
 CY1095'FENCE LINE (ABOUT 0.75 MI. FROM TRUCK) AND FOLLOW E-W. RIDGE TO TOP
 CY1095'TO POINT WHERE IT JOINS N-S. RIDGE AND STATION.
 CY1095'
 CY1095'STATION MARK--STANDARD TABLET, STAMPED ---COUNTY 1948---, AND CEMENTED
 CY1095'IN BOULDER.
 CY1095'
 CY1095'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1095'---COUNTY NO. 1 1948---, CEMENTED IN BOULDER 34.94 FT. FROM STATION
 CY1095'MARK, S 03 DEG 55 MIN E.
 CY1095'
 CY1095'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1095'---COUNTY NO. 2 1948---, CEMENTED IN BOULDER 46.57 FT. FROM STATION
 CY1095'MARK, S 82 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1277 ***********************************************************************
 DB1277  DESIGNATION -  COUNTY WELL 2
 DB1277  PID         -  DB1277
 DB1277  STATE/COUNTY-  AZ/YUMA
 DB1277  USGS QUAD   -  DOME (1991)
 DB1277
 DB1277                         *CURRENT SURVEY CONTROL
 DB1277  ___________________________________________________________________
 DB1277* NAD 83(1992)-  32 51 31.69000(N)    114 21 34.87939(W)     ADJUSTED  
 DB1277* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 DB1277  ___________________________________________________________________
 DB1277  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DB1277  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DB1277
 DB1277  HORZ ORDER  -  SECOND
 DB1277
 DB1277.The horizontal coordinates were established by classical geodetic methods
 DB1277.and adjusted by the National Geodetic Survey in August 1993..
 DB1277
 DB1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1277
 DB1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1277
 DB1277.The geoid height was determined by GEOID03.
 DB1277
 DB1277;                    North         East     Units Scale Factor Converg.
 DB1277;SPC AZ W     -   206,265.491   156,295.406   MT  0.99997347   -0 19 50.9
 DB1277;SPC AZ W     -   676,724.05    512,780.20   iFT  0.99997347   -0 19 50.9
 DB1277;UTM  11      - 3,638,724.102   747,075.231   MT  1.00035279   +1 25 59.8
 DB1277
 DB1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1277!SPC AZ W     -   0.99998676  x   0.99997347  =   0.99996023
 DB1277!UTM  11      -   0.99998676  x   1.00035279  =   1.00033955
 DB1277
 DB1277:                Primary Azimuth Mark                     Grid Az
 DB1277:SPC AZ W     -  COUNTY WELL 2 AZ MK                      204 08 46.9
 DB1277:UTM  11      -  COUNTY WELL 2 AZ MK                      202 22 56.2
 DB1277
 DB1277|---------------------------------------------------------------------|
 DB1277| PID    Reference Object                     Distance      Geod. Az  |
 DB1277|                                                           dddmmss.s |
 DB1277| CE9196 COUNTY WELL 2 AZ MK                                2034856.0 |
 DB1277| DB1280 COUNTY WELL RM 2                     11.675 METERS 21731     |
 DB1277| CE9195 COUNTY WELL RM 1                      6.943 METERS 27132     |
 DB1277| DB1278 COUNTY WELL                          14.714 METERS 27133     |
 DB1277|---------------------------------------------------------------------|
 DB1277
 DB1277                          SUPERSEDED SURVEY CONTROL
 DB1277
 DB1277  NAD 83(1986)-  32 51 31.69163(N)    114 21 34.88562(W) AD(       ) 2
 DB1277  NAD 27      -  32 51 31.53900(N)    114 21 32.08100(W) AD(       ) 2
 DB1277  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG       
 DB1277
 DB1277.Superseded values are not recommended for survey control.
 DB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1277.See file dsdata.txt to determine how the superseded data were derived.
 DB1277
 DB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4707538724(NAD 83)
 DB1277_MARKER: DD = SURVEY DISK
 DB1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1277
 DB1277  HISTORY     - Date     Condition        Report By
 DB1277  HISTORY     - 1957     MONUMENTED       AZHD
 DB1277  HISTORY     - 1981     GOOD             NGS
 DB1277  HISTORY     - 19880210 MARK NOT FOUND   USPSQD
 DB1277
 DB1277                          STATION DESCRIPTION
 DB1277
 DB1277'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1957 (SHD)
 DB1277'STATION IS LOCATED ALONG HIGHWAY 95 BETWEEN QUARTZSITE AND
 DB1277'YUMA ABOUT 0.1 MILE NORTH OF COUNTY WELL.  60 MILES SOUTH OF
 DB1277'QUARTZSITE AND 25 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY
 DB1277'80 AT YUMA.  IT IS ON A LOW KNOLL SOUTHEAST OF THE HIGHWAY
 DB1277'ABOUT 60 FEET FROM ROUTE STATION 1257+00, AND NEAR THE SOUTHWEST
 DB1277'EDGE OF A LARGE WASH.
 DB1277'
 DB1277'REFERENCE MARK NO. 1 STAMPED COUNTY WELL NO 1 1949, PROJECTS
 DB1277'2 INCHES ABOVE THE GROUND, AND IS ABOUT 10 PACES SOUTHWEST OF
 DB1277'THE WASH EDGE.  THE ARROW ON THE DISK POINTS IN A WESTERLY
 DB1277'DIRECTION, ABOUT 180 DEG FROM THE STATION.
 DB1277'
 DB1277'REFERENCE MARK NO 2, STAMPED COUNTY WELLS NO 2 1949, IS FLUSH
 DB1277'WITH THE GROUND, ABOUT 20 PACES SOUTHWEST OF THE WASH EDGE.
 DB1277'THE ARROW ON THE DISK POINTS IN A NORTHERLY DIRECTION, ABOUT
 DB1277'55 DEG LEFT OF THE STATION.
 DB1277'
 DB1277'AZIMUTH MARK IS BELIEVED TO BE DESTROYED.
 DB1277'
 DB1277'STATION MARK IS A 1.3 FT X 1.3 FT X 1 CONCRETE BLOCK WITH A
 DB1277'DISK STAMPED COUNTY WELL 2 1957.
 DB1277'
 DB1277'NOTE--THIS DESCRIPTION WAS WRITTEN FROM THE COMBINATION OF
 DB1277'A FEW SKETCHY NOTES AND THE DESCRIPTION OF THE ORIGINAL
 DB1277'STATION.
 DB1277
 DB1277                          STATION RECOVERY (1981)
 DB1277
 DB1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1277'THE STATION MARK AND THE 1949 REFERENCE MARKS WERE RECOVERED AND
 DB1277'FOUND IN GOOD CONDITION.  THE STATION IS ON THE LOW RISE JUST EAST OF
 DB1277'THE INTERSECTION OF U.S. HIGHWAY 95 AND MARTINEZ LAKE ROAD, ABOUT 15
 DB1277'METERS FROM THE ROAD.
 DB1277
 DB1277                          STATION RECOVERY (1988)
 DB1277
 DB1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBF)
 DB1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1889 ***********************************************************************
 DV1889  DESIGNATION -  COUP
 DV1889  PID         -  DV1889
 DV1889  STATE/COUNTY-  AZ/MARICOPA
 DV1889  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1889
 DV1889                         *CURRENT SURVEY CONTROL
 DV1889  ___________________________________________________________________
 DV1889* NAD 83(1992)-  33 31 47.03921(N)    113 06 51.30032(W)     ADJUSTED  
 DV1889* NAVD 88     -       436.7    (meters)    1433.     (feet)  VERTCON   
 DV1889  ___________________________________________________________________
 DV1889  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV1889  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1889
 DV1889  HORZ ORDER  -  SECOND
 DV1889
 DV1889.The horizontal coordinates were established by classical geodetic methods
 DV1889.and adjusted by the National Geodetic Survey in August 1993..
 DV1889
 DV1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1889
 DV1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1889
 DV1889.The geoid height was determined by GEOID03.
 DV1889
 DV1889;                    North         East     Units Scale Factor Converg.
 DV1889;SPC AZ C     -   281,140.131   102,123.503   MT  1.00005250   -0 39 41.7
 DV1889;SPC AZ C     -   922,375.76    335,050.86   iFT  1.00005250   -0 39 41.7
 DV1889;UTM  12      - 3,712,017.167   303,666.747   MT  1.00007525   -1 10 05.6
 DV1889
 DV1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1889!SPC AZ C     -   0.99993630  x   1.00005250  =   0.99998880
 DV1889!UTM  12      -   0.99993630  x   1.00007525  =   1.00001155
 DV1889
 DV1889|---------------------------------------------------------------------|
 DV1889| PID    Reference Object                     Distance      Geod. Az  |
 DV1889|                                                           dddmmss.s |
 DV1889| CH2985 COUP RM 1                            10.531 METERS 05248     |
 DV1889| CH2986 COUP RM 2                             9.904 METERS 22022     |
 DV1889| DV1351 PLEASANTON RESET                    APPROX. 1.6 KM 2312748.1 |
 DV1889|---------------------------------------------------------------------|
 DV1889
 DV1889                          SUPERSEDED SURVEY CONTROL
 DV1889
 DV1889  NAD 83(1986)-  33 31 47.03091(N)    113 06 51.30722(W) AD(       ) 2
 DV1889  NAD 27      -  33 31 46.89500(N)    113 06 48.63200(W) AD(       ) 2
 DV1889  NGVD 29 (07/19/86)  436.1    (m)         1431.     (f) VERT ANG       
 DV1889
 DV1889.Superseded values are not recommended for survey control.
 DV1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1889.See file dsdata.txt to determine how the superseded data were derived.
 DV1889
 DV1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0366712017(NAD 83)
 DV1889_MARKER: DE = TRAVERSE STATION DISK
 DV1889_SETTING: 66 = SET IN ROCK OUTCROP
 DV1889
 DV1889  HISTORY     - Date     Condition        Report By
 DV1889  HISTORY     - 1962     MONUMENTED       CGS
 DV1889  HISTORY     - 1968     GOOD             AMS
 DV1889
 DV1889                          STATION DESCRIPTION
 DV1889
 DV1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1889'THE STATION IS LOCATED ABOUT 13 MILES EAST OF THE YUMA-MARICOPA
 DV1889'COUNTY LINE, ABOUT 10 MILES WEST-NORTHWEST OF TONOPAH, ABOUT
 DV1889'1 MILE NORTH OF THE SALOME-HASSAYAMPA ROAD AND NEAR THE SOUTH
 DV1889'END OF A LOW ROCKY RIDGE WHICH HAS A TRACK ROAD LEADING
 DV1889'UP THE SOUTHWEST SLOPE OF THE RIDGE.
 DV1889'
 DV1889'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTHEAST
 DV1889'ON BLACKTOP AND THEN GRAVEL ROAD FOR 20.2 MILES TO THE YUMA-MARICOPA
 DV1889'COUNTY LINE, CONTINUE SOUTHEAST ON MAIN ROAD FOR 12.0 MILES
 DV1889'TO A SIDE ROAD RIGHT AND SIGN (HARQUAHALA STEEL WELDING AND
 DV1889'REPAIRS, FARM SUPPLIES), CONTINUE SOUTHEAST ON MAIN ROAD FOR 2.3
 DV1889'MILES TO A CATTLE GUARD AND STATION PLEASANTON 1948 ON RIGHT
 DV1889'WHICH WAS USED AS AZIMUTH MARK, TURN LEFT BEFORE CROSSING
 DV1889'CATTLE GUARD AND GO NORTH FOR 0.1 MILE TO GATE AT EAST SIDE OF
 DV1889'ELECTRIC SUB STATION, PASS THROUGH GATE AND FOLLOW THE TRACK
 DV1889'ROAD NORTH-NORTHEAST FOR 0.7 MILE TO A FORK, KEEP RIGHT FORK
 DV1889'UP ROCKY RIDGE FOR 0.3 MILE TO A CIRCLE DRIVE AND END OF
 DV1889'TRUCK TRAVEL.  FROM HERE PACK SOUTH-SOUTHEAST FOR 241 FEET TO
 DV1889'STATION.
 DV1889'
 DV1889'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 DV1889'IN OUTCROPPING BEDROCK IS ABOUT 6 INCHES UNDER GROUND AND IS
 DV1889'STAMPED COUP 1962.  THE MARK IS 241 FEET SOUTH-SOUTHEAST OF
 DV1889'THE CIRCLE DRIVE, 76 FEET WEST-SOUTHWEST OF A SMALL TREE AND
 DV1889'67 FEET SOUTH-SOUTHEAST OF A SMALL TREE.
 DV1889'
 DV1889'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV1889'IN A BOULDER WHICH PROJECTS ABOUT 2 FEET IS ABOUT 3 FEET HIGHER
 DV1889'IN ELEVATION THAN THE STATION AND IS STAMPED COUP NO 1 1962.
 DV1889'THE MARK IS 46 FEET WEST OF A SMALL TREE.
 DV1889'
 DV1889'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV1889'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 18 INCHES AND IS
 DV1889'STAMPED COUP NO 2 1962.  THE MARK IS ABOUT 5 FEET LOWER IN
 DV1889'ELEVATION THAN THE STATION.
 DV1889'
 DV1889'AZIMUTH MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF
 DV1889'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 DV1889'AND IS STAMPED PLEASANTON 1948.  THE MARK IS 20 FEET WEST OF
 DV1889'FENCE, 41.5 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF CATTLE
 DV1889'GUARD AND 59 FEET SOUTH OF THE CENTER OF ROAD.
 DV1889'
 DV1889'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1889
 DV1889                          STATION RECOVERY (1968)
 DV1889
 DV1889'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JDM)
 DV1889'STA. AND R.M.S RECOVERED IN GOOD CONDITION.
 DV1889'
 DV1889'PLEASANTON SURFACE MK. DESTROYED BUT UNDERGROUND MARK RECOVERED
 DV1889'IN GOOD CONDITION AND USED AS AZ.
 DV1889'
 DV1889'DIST AND AZ MEASURED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1931 ***********************************************************************
 DV1931  DESIGNATION -  COURT
 DV1931  PID         -  DV1931
 DV1931  STATE/COUNTY-  AZ/MARICOPA
 DV1931  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1931
 DV1931                         *CURRENT SURVEY CONTROL
 DV1931  ___________________________________________________________________
 DV1931* NAD 83(1992)-  33 27 29.79051(N)    113 17 14.89736(W)     ADJUSTED  
 DV1931* NAVD 88     -       541.3    (meters)    1776.     (feet)  VERTCON   
 DV1931  ___________________________________________________________________
 DV1931  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DV1931  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1931
 DV1931  HORZ ORDER  -  FIRST
 DV1931
 DV1931.The horizontal coordinates were established by classical geodetic methods
 DV1931.and adjusted by the National Geodetic Survey in August 1993..
 DV1931
 DV1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1931
 DV1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1931
 DV1931.The geoid height was determined by GEOID03.
 DV1931
 DV1931;                    North         East     Units Scale Factor Converg.
 DV1931;SPC AZ C     -   273,413.635    85,928.190   MT  1.00010014   -0 45 21.1
 DV1931;SPC AZ C     -   897,026.36    281,916.63   iFT  1.00010014   -0 45 21.1
 DV1931;SPC AZ W     -   272,677.860   256,357.252   MT  0.99995612   +0 15 18.0
 DV1931;SPC AZ W     -   894,612.40    841,067.10   iFT  0.99995612   +0 15 18.0
 DV1931;UTM  12      - 3,704,433.752   287,403.155   MT  1.00015726   -1 15 41.8
 DV1931
 DV1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1931!SPC AZ C     -   0.99991992  x   1.00010014  =   1.00002005
 DV1931!SPC AZ W     -   0.99991992  x   0.99995612  =   0.99987604
 DV1931!UTM  12      -   0.99991992  x   1.00015726  =   1.00007717
 DV1931
 DV1931:                Primary Azimuth Mark                     Grid Az
 DV1931:SPC AZ C     -  COURT AZ MK                              060 56 17.4
 DV1931:SPC AZ W     -  COURT AZ MK                              059 55 38.3
 DV1931:UTM  12      -  COURT AZ MK                              061 26 38.1
 DV1931
 DV1931|---------------------------------------------------------------------|
 DV1931| PID    Reference Object                     Distance      Geod. Az  |
 DV1931|                                                           dddmmss.s |
 DV1931| CH2987 COURT AZ MK                                        0601056.3 |
 DV1931| CH2988 COURT RM 1                            8.786 METERS 08345     |
 DV1931| DV1929 EAGLE TAIL PEAK                     APPROX. 6.3 KM 1943826.7 |
 DV1931| CH2989 COURT RM 2                            6.168 METERS 26939     |
 DV1931| DV1932 COURTHOUSE MOUNTAIN                 APPROX. 6.8 KM 2753019.2 |
 DV1931|---------------------------------------------------------------------|
 DV1931
 DV1931                          SUPERSEDED SURVEY CONTROL
 DV1931
 DV1931  NAD 83(1986)-  33 27 29.78226(N)    113 17 14.90434(W) AD(       ) 1
 DV1931  NAD 27      -  33 27 29.64700(N)    113 17 12.21200(W) AD(       ) 1
 DV1931  NGVD 29 (07/19/86)  540.7    (m)         1774.     (f) VERT ANG       
 DV1931
 DV1931.Superseded values are not recommended for survey control.
 DV1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1931.See file dsdata.txt to determine how the superseded data were derived.
 DV1931
 DV1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8740304434(NAD 83)
 DV1931_MARKER: DS = TRIANGULATION STATION DISK
 DV1931_SETTING: 66 = SET IN ROCK OUTCROP
 DV1931
 DV1931  HISTORY     - Date     Condition        Report By
 DV1931  HISTORY     - 1948     MONUMENTED       CGS
 DV1931  HISTORY     - 1950     GOOD             CGS
 DV1931
 DV1931                          STATION DESCRIPTION
 DV1931
 DV1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1931'THE STATION IS LOCATED ABOUT 3.5 MILES AIRLINE EAST OF COURT
 DV1931'HOUSE PEAK, ON A HIGH BUTTE WHICH IS PROMINENT FROM ALL
 DV1931'OVER THE VALLEY, ON THE WEST SIDE OF CENTENNIAL WASH, ON THE
 DV1931'MOST NORTHEASTERLY BUTTE OF A GROUP OF HIGH BUTTES WHICH
 DV1931'EXTEND INTO THE VALLEY FROM THE NEEDLES.  THE STATION IS IN
 DV1931'THE CENTER OF THE BUTTE 8 FEET NORTH OF THE HIGHEST POINT, 4
 DV1931'FEET NORTH OF A 4 FOOT CAIRN, SET FLUSH, STAMPED, COURT 1948.
 DV1931'
 DV1931'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN THE
 DV1931'STATION, 3 FEET WEST OF THE EAST RIM, SET FLUSH, STAMPED, COURT
 DV1931'NO 1 1948.
 DV1931'
 DV1931'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN
 DV1931'THE STATION, ON THE WEST RIM, PROJECTS 4 INCHES AND IS STAMPED,
 DV1931'COURT NO 2 1948.
 DV1931'
 DV1931'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE QUARTER SECTION
 DV1931'MARKER LOCATED ALONG THE ROAD TO STATION, 0.5 MILE EAST
 DV1931'OF NEW BLADED ROADWAY, 32 PACES NORTH OF TWO 10 INCH MESQUITE
 DV1931'TREES, 6 FEET SOUTH OF CENTER LINE OF TRACK ROAD, A 1 INCH
 DV1931'PIPE WITH CAP, PROJECTS 10 INCHES, AND IS STAMPED, S 34 S 3 1914.
 DV1931'
 DV1931'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST EDGE
 DV1931'OF SALOME.  GO SOUTH EASTERLY ALONG THE BLADED ROAD TOWARD
 DV1931'HASSAYAMPA FOR 25.8 MILES TO A ROAD LEFT WHICH IS MARKED
 DV1931'BY AN OLD CAR DOOR--CONTINUE SOUTHEASTERLY ON MAIN ROAD FOR
 DV1931'2.05 MILES TO A DIM CROSSROAD.  TURN RIGHT (SOUTH) ON DIM
 DV1931'TRACK ROAD AND GO 1.35 MILE TO CROSSROAD.  CONTINUE STRAIGHT
 DV1931'AHEAD FOR 6.0 MILES TO A CROSSROAD.  TURN RIGHT (WEST) AND
 DV1931'GO 2.6 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 DV1931'CONTINUE FOR 0.5 MILE TO A NEW ROADWAY.  CROSS ROADWAY AND
 DV1931'FOLLOW DIM TRACKS (SOUTHWEST) FOR ABOUT 0.3 MILE TO BASE OF
 DV1931'BUTTE AND END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE
 DV1931'HIGHEST POINT AND STATION SITE.  A 20 MINUTE PACK.
 DV1931
 DV1931                          STATION RECOVERY (1950)
 DV1931
 DV1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1931'THE 1948 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--THE
 DV1931'FEATURE TERMED COURT HOUSE PEAK, A PROMINENT ROCK PROTRUSION
 DV1931'DETACHED FROM THE EAGLE TAIL MOUNTAINS, IS KNOWN AS COURT
 DV1931'HOUSE ROCK.  THAT FEATURE TERMED AS THE NEEDLES IS CORRECTLY
 DV1931'DESIGNATED AS EAGLE TAIL PEAK, LOCATED BY INTERSECTION IN 1910
 DV1931'BY J.S. HILL AS NEEDLES.
 DV1931'
 DV1931'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DV1931'THE G.L.O. MONUMENT, A QUARTER SECTION CORNER, S34-1/4 S3,
 DV1931'IS LOOSE IN THE GROUND, NOT ACCEPTABLE AS A DESIGNATED AZIMUTH
 DV1931'MARK.
 DV1931'
 DV1931'STATION REACHED FROM TONOPAH POST OFFICE BY GOING WEST 8
 DV1931'MILES TO JUNCTION OF ROAD WITH THE HASSAYAMPA-SALOME ROAD,
 DV1931'THENCE NORTHWESTERLY FOR 8.6 MILES TO WHERE AN OLD SECTION
 DV1931'LINE ROAD LEADS WEST, THENCE WESTWARD ON THE SECTION LINE
 DV1931'ROAD FOR 9.7 MILES WHEN ROAD ANGLES NORTHWEST FOR 0.8 MILE
 DV1931'TO RANCH BUILDINGS.  CONTINUE WEST BY PASSING TO THE NORTH
 DV1931'SIDE OF RANCH YARD, FOR 0.9 MILE TO A Y-INTERSECTION, TAKE
 DV1931'LEFT FORK SOUTH FOR 0.5 MILE, TURN RIGHT, WEST, FOR 0.7 MILE,
 DV1931'AND ROAD SWINGS RIGHT FOR 0.4 MILE TO AN INTERSECTION, TURN
 DV1931'LEFT, SOUTH, CONTINUE 1.2 MILE TO Y-INTERSECTION, TAKE RIGHT
 DV1931'FORK FOR 1.5 MILE TO AIRWAY BEACON.  GO WEST FOR 0.2 MILE
 DV1931'AND ONTO GAS PIPE LINE RIGHT-OF-WAY, FOLLOW IT
 DV1931'SOUTHEASTERLY ABOUT 8 MILES TO WHERE RIDGE OF HILLS EXTEND
 DV1931'INTO THE VALLEY FROM NEAR EAGLE TAIL PEAK.  THE STATION IS
 DV1931'ON THE MOST EASTERLY OF THESE HILLS, AND TRUCK CAN BE
 DV1931'DRIVEN ABOUT 0.3 MILE CROSS COUNTRY TO THE FOOT OF THE
 DV1931'STEEPER SLOPE, THENCE A 20 MINUTE PACK TO SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2067 ***********************************************************************
 DV2067  DESIGNATION -  COURT HOUSE
 DV2067  PID         -  DV2067
 DV2067  STATE/COUNTY-  AZ/MARICOPA
 DV2067  USGS QUAD   -  PHOENIX (1982)
 DV2067
 DV2067                         *CURRENT SURVEY CONTROL
 DV2067  ___________________________________________________________________
 DV2067* NAD 83(1992)-  33 26 51.78597(N)    112 04 32.75032(W)     ADJUSTED  
 DV2067* NAVD 88     -       366.41   (+/-2cm)    1202.1    (feet)  VERTCON   
 DV2067  ___________________________________________________________________
 DV2067  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DV2067  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2067
 DV2067  HORZ ORDER  -  FIRST
 DV2067  VERT ORDER  -  THIRD ? (See Below)
 DV2067
 DV2067.The horizontal coordinates were established by classical geodetic methods
 DV2067.and adjusted by the National Geodetic Survey in August 1993..
 DV2067
 DV2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2067.The vertical order pertains to the NGVD 29 superseded value.
 DV2067
 DV2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2067
 DV2067.The geoid height was determined by GEOID03.
 DV2067
 DV2067;                    North         East     Units Scale Factor Converg.
 DV2067;SPC AZ C     -   271,413.641   198,568.864   MT  0.99990270   -0 05 15.7
 DV2067;SPC AZ C     -   890,464.70    651,472.65   iFT  0.99990270   -0 05 15.7
 DV2067;UTM  12      - 3,701,440.220   400,014.909   MT  0.99972325   -0 35 34.7
 DV2067
 DV2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2067!SPC AZ C     -   0.99994717  x   0.99990270  =   0.99984988
 DV2067!UTM  12      -   0.99994717  x   0.99972325  =   0.99967044
 DV2067
 DV2067:                Primary Azimuth Mark                     Grid Az
 DV2067:SPC AZ C     -  PHOENIX TV STA KPHO RELAY TWR            010 14 50.0
 DV2067:UTM  12      -  PHOENIX TV STA KPHO RELAY TWR            010 45 09.0
 DV2067
 DV2067|---------------------------------------------------------------------|
 DV2067| PID    Reference Object                     Distance      Geod. Az  |
 DV2067|                                                           dddmmss.s |
 DV2067| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 0.8 KM 0100934.3 |
 DV2067| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       276.321 METERS 03534     |
 DV2067| CH5019 COURT HOUSE RM 1                     10.485 METERS 09201     |
 DV2067| DU2187 RNG PHOENIX TX                      APPROX. 9.3 KM 0971116.1 |
 DV2067| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 5.8 KM 1033734.9 |
 DV2067| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 2.5 KM 1730629.5 |
 DV2067| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.12.7 KM 1740335.5 |
 DV2067| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.12.7 KM 1742142.2 |
 DV2067| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.12.7 KM 1750602.1 |
 DV2067| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 2.8 KM 2135032.2 |
 DV2067| DV2075 PHOENIX RADIO STA KRIZ MAST         APPROX. 3.5 KM 2480903.0 |
 DV2067| DV2101 PHOENIX RADIO STA KXIV MAST         APPROX. 5.1 KM 2533449.7 |
 DV2067| CH5018 COURT HOUSE RM 3 AZIMUTH                           2635846.6 |
 DV2067| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 4.0 KM 2643350.4 |
 DV2067| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX. 2.0 KM 2711737.0 |
 DV2067| CH5021 COURT HOUSE RM 3                      8.534 METERS 27232     |
 DV2067| CH5020 COURT HOUSE RM 2                      9.371 METERS 31245     |
 DV2067|---------------------------------------------------------------------|
 DV2067
 DV2067                          SUPERSEDED SURVEY CONTROL
 DV2067
 DV2067  NAD 83(1986)-  33 26 51.78017(N)    112 04 32.75563(W) AD(       ) 1
 DV2067  NAD 27      -  33 26 51.62250(N)    112 04 30.22080(W) AD(       ) 1
 DV2067  NGVD 29 (07/19/86)  365.75   (m)         1200.0    (f) LEVELING    3  
 DV2067
 DV2067.Superseded values are not recommended for survey control.
 DV2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2067.See file dsdata.txt to determine how the superseded data were derived.
 DV2067
 DV2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0001501440(NAD 83)
 DV2067
 DV2067  HISTORY     - Date     Condition        Report By
 DV2067  HISTORY     - 1935     MONUMENTED       CGS
 DV2067  HISTORY     - 1936     GOOD             CGS
 DV2067  HISTORY     - 1941     SEE DESCRIPTION  CGS
 DV2067  HISTORY     - 1947     GOOD             CGS
 DV2067  HISTORY     - 1953     GOOD             CGS
 DV2067  HISTORY     - 1955     GOOD             AMS
 DV2067  HISTORY     - 1959     GOOD             CGS
 DV2067  HISTORY     - 1960     GOOD             AMS
 DV2067  HISTORY     - 1962     GOOD             CGS
 DV2067  HISTORY     - 1963     GOOD             CGS
 DV2067
 DV2067                          STATION DESCRIPTION
 DV2067
 DV2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2067'IN PHOENIX, ON THE ROOF OF THE MARICOPA COUNTY COURTHOUSE,
 DV2067'AT SOUTH FIRST AVENUE AND WEST WASHINGTON STREET.  PERMISSION
 DV2067'TO VISIT THE STATION MUST BE OBTAINED FROM THE SHERIFFS
 DV2067'OFFICE WHERE THE KEY TO THE PENTHOUSE MAY BE SECURED.  THE
 DV2067'COUNTY JAIL IS ON THE TOP FLOOR.  STATION MARK AND REFERENCE
 DV2067'MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET IN THE
 DV2067'CEMENT ROOF OF THE BUILDING.  REFERENCE MARK NO. 1 IS 10.490
 DV2067'METERS (34.42 FEET) FROM STATION.
 DV2067'REFERENCE MARK NO. 2 IS 9.370 METERS (30.74 FEET) FROM
 DV2067'STATION.  THE AZIMUTH MARK
 DV2067'(REFERENCE MARK NO. 3) IS A STANDARD BRONZE DISK SET IN THE
 DV2067'SOUTHWEST CURB AT WEST JEFFERSON AND SOUTH EIGHTH STREETS.
 DV2067
 DV2067                          STATION RECOVERY (1941)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 DV2067'STATION NOT VISITED, BUT FOLLOWING ADDITIONAL INFORMATION
 DV2067'IS SUBMITTED--BUILDING IS AT SOUTHWEST CORNER OF SOUTH FIRST
 DV2067'AVENUE AND WEST WASHINGTON STREET.  THE AZIMUTH MARK (REF 3)
 DV2067'IS AT SOUTHWEST CORNER OF SOUTH EIGHTH AVENUE AND WEST JEFFERSON
 DV2067'STREET.  IT IS ABOUT 15 FEET WEST OF WEST CURB OF SOUTH
 DV2067'EIGHTH AVENUE, IN SOUTH CURB OF WEST JEFFERSON STREET.  THE
 DV2067'DISK IS STAMPED COURTHOUSE NO 3 AZIMUTH 1935.
 DV2067'
 DV2067'STAMPING OF NAME ON DISK APPEARS TO BE IN ONE WORD.  CITY
 DV2067'ENGINEER OF PHOENIX MIGHT BE WILLING TO CHECK STAMPING ON
 DV2067'STATION DISK AND REFS 1 AND 2.
 DV2067'SOUTH EIGHTH IS AVENUE, NOT STREET.
 DV2067
 DV2067                          STATION RECOVERY (1947)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2067'THE STATION AND ALL REFERENCE MARKS WAS FOUND IN GOOD CONDITION
 DV2067'AS DESCRIBED WITH THE EXCEPTION OF THE DESCRIPTION OF THE
 DV2067'AZIMUTH MARK WHICH IS LOCATED AT THE INTERSECTION OF JEFFERSON
 DV2067'STREET AND 8TH AVENUE INSTEAD OF JEFFERSON AND 8TH STREET
 DV2067'AS MENTIONED IN ORIGINAL DESCRIPTION, DISTANCES AND DIRECTIONS
 DV2067'LISTED BELOW.
 DV2067'
 DV2067'THE STATION MARK A BRONZE DISK IS LOCATED ON THE TOP OF THE
 DV2067'MARICOPA COUNTY, COURT HOUSE, 4 FEET SOUTH OF A RAISED SECTION
 DV2067'OF ROOF, 6 FEET WEST-NORTHWEST OF A VENTILATOR, SET FLUSH
 DV2067'IN CONCRETE ROOF AND IS STAMPED COURTHOUSE 1935.
 DV2067'
 DV2067'REFERENCE MARK NO. 1 IS 9 FEET WEST-NORTHWEST OF THE SOUTHEAST
 DV2067'CORNER OF ROOF, 2 FEET NORTH OF THE SOUTH EDGE OF ROOF, A BRONZE
 DV2067'DISK SET FLUSH IN CONCRETE ROOF AND STAMPED COURTHOUSE NO 1
 DV2067'1935.
 DV2067'
 DV2067'REFERENCE MARK NO. 2 IS 7 FEET EAST-SOUTHEAST OF THE NORTHWEST
 DV2067'CORNER OF ROOF, 14 INCHES EAST-NORTHEAST OF A PIPE STICKING
 DV2067'UP FROM ROOF, A BRONZE DISK SET FLUSH IN CONCRETE ROOF AND
 DV2067'STAMPED COURTHOUSE NO 2 1935.
 DV2067'
 DV2067'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK SET IN CURB
 DV2067'OF THE SOUTHWEST CORNER OF WEST JEFFERSON AND 8TH AVENUE
 DV2067'IN PHOENIX, 7 FEET WEST-NORTHWEST OF A TELEPHONE POLE, SET
 DV2067'FLUSH IN CONCRETE CURB AND STAMPED--COURTHOUSE NO 3 AZIMUTH
 DV2067'1935.
 DV2067'
 DV2067'OBSERVATIONS MADE FROM A 1.26 M TRIPOD.
 DV2067
 DV2067                          STATION RECOVERY (1953)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2067'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2067'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 DV2067'WERE NOT CHECKED.  THE DESCRIPTION IS ADEQUATE.
 DV2067
 DV2067                          STATION RECOVERY (1955)
 DV2067
 DV2067'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DV2067'REFERENCE MARKS 1 AND 2 FOUND.
 DV2067'
 DV2067'AZIMUTH MARK FOUND.
 DV2067'
 DV2067'THE STATION IS SET FLUSH IN THE ROOF OF THE CITY HALL IN
 DV2067'DOWNTOWN PHOENIX, STAMPED COURT HOUSE 1935.  IT IS LOCATED
 DV2067'ON TOP OF THE CITY HALL WHICH IS IN THE SW CORNER OF THE
 DV2067'INTERSECTION OF FIRST AVENUE AND WASHINGTON STREET, 30 FEET
 DV2067'E OF W EDGE OF ROOF.  44 FEET W OF E EDGE OF ROOF.  23 FEET
 DV2067'S OF N EDGE OF ROOF.  11 FEET N OF S EDGE OF ROOF.  8 FEET
 DV2067'NE OF CORNER ON ROOF.  22 FEET WNW OF CORNER ON ROOF.  10
 DV2067'FEET SSW OF SMALL RADIO ANTENNA.  8 FEET WNW OF CENTER OF
 DV2067'AN AIR VENT.  STATIONS SALT, TELEGRAPH, RIVER, BELLE BUTTE,
 DV2067'TEMPE BUTTE, BARNES BUTTE, CAMELSBACK 2, ARE ALL VISIBLE
 DV2067'FROM THIS STATION.  PARTLY BLOCKED NNE, NE, ESE.
 DV2067'
 DV2067'NOTE--SEE CUSTODIAN IN ENGINE ROOM FOR PERMISSION AND KEYS
 DV2067'TO PENTHOUSE.  STAMPING ON STATION INDICATES TWO SEPARATE
 DV2067'WORDS.
 DV2067
 DV2067                          STATION RECOVERY (1959)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2067'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DV2067'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DV2067'
 DV2067'R.M. 2 IS NOW OBSTRUCTED BY A SMALL METAL BUILDING THAT
 DV2067'HOUSES SOME RADIO EQUIPMENT.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 DV2067'BY SOME NEW CONSTRUCTION ON JEFFERSON ST. THE PHOENIX, SKY
 DV2067'HARBOR AIRPORT CONTROL TOWER CAN BE USED AS AN AZIMUTH.  (SEE
 DV2067'DESCRIPTION THEREOF)
 DV2067
 DV2067                          STATION RECOVERY (1960)
 DV2067
 DV2067'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2067'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 DV2067'WERE RECOVERED IN GOOD CONDITION.
 DV2067
 DV2067                          STATION RECOVERY (1962)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2067'THE STATION, AZIMUTH AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 DV2067'AS DESCRIBED IN THE 1935 DESCRIPTION.  REFERENCE MARK NUMBER
 DV2067'2 IS BENEATH THE WALL OF A SMALL ALUMINUM BUILDING.  A NEW
 DV2067'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  THE DISTANCE TO
 DV2067'REFERENCE MARK 1 CHECKED, BUT A SLIGHT DIFFERENCE WAS FOUND
 DV2067'IN THE DIRECTION (MARK IS PARTIALLY OBSTRUCTED BY A SMALL
 DV2067'RADIO TOWER).
 DV2067'
 DV2067'A NEW DESCRIPTION FOLLOWS.
 DV2067'
 DV2067'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN
 DV2067'A DRILL HOLE IN TOP OF THE COURT HOUSE ROOF AND IS STAMPED
 DV2067'COURT HOUSE 1935.  THE MARK IS 11.3 FEET NORTH OF THE SOUTH
 DV2067'EDGE OF ROOF, 44 FEET WEST OF THE SOUTHEAST CORNER OF ROOF,
 DV2067'30 FEET EAST OF THE WEST EDGE OF ROOF AND 16.5 FEET
 DV2067'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL ALUMINUM
 DV2067'BUILDING.
 DV2067'
 DV2067'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2067'HOLE IN ROOF AND IS STAMPED COURT HOUSE NO 1 1935.  THE MARK
 DV2067'IS 9.6 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF ROOF,
 DV2067'6.3 FEET EAST-SOUTHEAST OF A 4 INCH DRAIN AND 2.6 FEET NORTH
 DV2067'OF THE SOUTH EDGE OF ROOF.
 DV2067'
 DV2067'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2067'HOLE IN ROOF AND IS STAMPED COURT HOUSE NO 3 1935.  THE
 DV2067'MARK IS 5.3 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 DV2067'OF ROOF, 1.9 FEET EAST OF THE WEST EDGE OF ROOF AND 1 FOOT
 DV2067'SOUTH OF THE SOUTH EDGE OF A SMALL ALUMINUM BUILDING.
 DV2067'
 DV2067'AZIMUTH MARK, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2067'IN THE CONCRETE CURB OF STREET IN THE SOUTHWEST ANGLE OF WEST
 DV2067'JEFFERSON STREET AND SOUTH 8TH. AVENUE.  THE MARK IS 24
 DV2067'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SALVATION ARMY
 DV2067'BUILDING AND 18 FEET EAST OF A FIRE HYDRANT.  THE DISK IS
 DV2067'STAMPED COURT HOUSE NO 3 AZIMUTH 1935.
 DV2067'
 DV2067'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV2067
 DV2067                          STATION RECOVERY (1963)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2067'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION,
 DV2067'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV2067'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DV2067'THE DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK WAS NOT
 DV2067'CHECKED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1932 ***********************************************************************
 DV1932  DESIGNATION -  COURTHOUSE MOUNTAIN
 DV1932  PID         -  DV1932
 DV1932  STATE/COUNTY-  AZ/LA PAZ
 DV1932  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1932
 DV1932                         *CURRENT SURVEY CONTROL
 DV1932  ___________________________________________________________________
 DV1932* NAD 83(1992)-  33 27 50.85169(N)    113 21 36.56007(W)     ADJUSTED  
 DV1932* NAVD 88     -                                                        
 DV1932  ___________________________________________________________________
 DV1932  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DV1932  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1932
 DV1932  HORZ ORDER  -  THIRD
 DV1932
 DV1932.The horizontal coordinates were established by classical geodetic methods
 DV1932.and adjusted by the National Geodetic Survey in August 1993..
 DV1932
 DV1932
 DV1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1932
 DV1932.The geoid height was determined by GEOID03.
 DV1932
 DV1932;                    North         East     Units Scale Factor Converg.
 DV1932;SPC AZ W     -   273,298.988   249,597.966   MT  0.99994952   +0 12 53.9
 DV1932;SPC AZ W     -   896,650.22    818,890.96   iFT  0.99994952   +0 12 53.9
 DV1932;SPC AZ C     -   274,154.043    79,179.847   MT  1.00012190   -0 47 45.9
 DV1932;SPC AZ C     -   899,455.52    259,776.40   iFT  1.00012190   -0 47 45.9
 DV1932;UTM  12      - 3,705,233.756   280,661.179   MT  1.00019317   -1 18 07.0
 DV1932
 DV1932                          SUPERSEDED SURVEY CONTROL
 DV1932
 DV1932  NAD 83(1986)-  33 27 50.84311(N)    113 21 36.56468(W) AD(       ) 4
 DV1932  NAD 27      -  33 27 50.70800(N)    113 21 33.82200(W) AD(       ) 3
 DV1932
 DV1932.Superseded values are not recommended for survey control.
 DV1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1932.See file dsdata.txt to determine how the superseded data were derived.
 DV1932
 DV1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8066105234(NAD 83)
 DV1932_MARKER: 72 = CAIRN
 DV1932
 DV1932  HISTORY     - Date     Condition        Report By
 DV1932  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1932
 DV1932                          STATION DESCRIPTION
 DV1932
 DV1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1932'COURT HOUSE MOUNTAIN IS ABOUT 26 MILES SOUTHEAST OF SALOME.
 DV1932'IT IS A LARGE, ISOLATED, PROMINENT BUTTE WITH A CAIRN ON THE
 DV1932'HIGHEST PEAK.  IT ROUGHLY RESEMBLES A LARGE BUILDING. IT
 DV1932'IS IN THE EAGLE TAIL MOUNTAINS NORTHWEST FROM EAGLE TAIL
 DV1932'PEAK.  THE CAIRN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1475 ***********************************************************************
 DA1475  DESIGNATION -  COVERED
 DA1475  PID         -  DA1475
 DA1475  STATE/COUNTY-  AZ/PIMA
 DA1475  USGS QUAD   -  MAISH VAYA (1990)
 DA1475
 DA1475                         *CURRENT SURVEY CONTROL
 DA1475  ___________________________________________________________________
 DA1475* NAD 83(1992)-  32 10 01.01687(N)    112 07 36.64750(W)     ADJUSTED  
 DA1475* NAVD 88     -       769.2    (meters)    2524.     (feet)  VERTCON   
 DA1475  ___________________________________________________________________
 DA1475  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DA1475  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA1475
 DA1475  HORZ ORDER  -  SECOND
 DA1475
 DA1475.The horizontal coordinates were established by classical geodetic methods
 DA1475.and adjusted by the National Geodetic Survey in August 1993..
 DA1475
 DA1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1475
 DA1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1475
 DA1475.The geoid height was determined by GEOID03.
 DA1475
 DA1475;                    North         East     Units Scale Factor Converg.
 DA1475;SPC AZ C     -   129,397.229   193,537.479   MT  0.99990484   -0 06 42.8
 DA1475;SPC AZ C     -   424,531.59    634,965.48   iFT  0.99990484   -0 06 42.8
 DA1475;UTM  12      - 3,559,497.263   393,753.645   MT  0.99973921   -0 35 59.9
 DA1475
 DA1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1475!SPC AZ C     -   0.99988407  x   0.99990484  =   0.99978892
 DA1475!UTM  12      -   0.99988407  x   0.99973921  =   0.99962331
 DA1475
 DA1475|---------------------------------------------------------------------|
 DA1475| PID    Reference Object                     Distance      Geod. Az  |
 DA1475|                                                           dddmmss.s |
 DA1475| CH5023 COVERED RM 1                         18.129 METERS 08714     |
 DA1475| DA0216 P 37                                 42.255 METERS 15552     |
 DA1475| CH5024 COVERED WELLS CATH CH CROSS                        1771504.4 |
 DA1475| CH5022 COVERED AZ MK                                      3043257.2 |
 DA1475| DA1474 BROWNELL                            APPROX. 4.6 KM 3333859.9 |
 DA1475|---------------------------------------------------------------------|
 DA1475
 DA1475                          SUPERSEDED SURVEY CONTROL
 DA1475
 DA1475  NAD 83(1986)-  32 10 01.00984(N)    112 07 36.64892(W) AD(       ) 2
 DA1475  NAD 27      -  32 10 00.75091(N)    112 07 34.15818(W) AD(       ) 2
 DA1475  NGVD 29 (07/19/86)  768.5    (m)         2521.     (f) VERT ANG       
 DA1475
 DA1475.Superseded values are not recommended for survey control.
 DA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1475.See file dsdata.txt to determine how the superseded data were derived.
 DA1475
 DA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9375459497(NAD 83)
 DA1475_MARKER: DS = TRIANGULATION STATION DISK
 DA1475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1475
 DA1475  HISTORY     - Date     Condition        Report By
 DA1475  HISTORY     - 1936     MONUMENTED       CGS
 DA1475  HISTORY     - 1967     GOOD             CGS
 DA1475  HISTORY     - 1971     GOOD             NGS
 DA1475  HISTORY     - 1972     GOOD             NGS
 DA1475  HISTORY     - 1979     SEE DESCRIPTION  AZDT
 DA1475  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1475  HISTORY     - 20011116 GOOD             INDIV
 DA1475
 DA1475                          STATION DESCRIPTION
 DA1475
 DA1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1475'IN THE INDIAN VILLAGE OF COVERED WELLS, WHICH IS ABOUT 13 MILES
 DA1475'SOUTHWEST OF SANTA ROSA AND ABOUT 25 MILES NORTHWEST OF SELLS, ON
 DA1475'THE HIGHEST PART OF A HILL ABOUT 0.2 MILE NORTH OF THE SCHOOL
 DA1475'BUILDINGS AND 50 FEET NORTH OF THE SELLS HIGHWAY.  MARK IS A
 DA1475'STANDARD DISK WELDED TO A 1-INCH ROUND PIPE PLACED IN AN
 DA1475'8-BY-8-INCH HOLE, 2-1/2 FEET DEEP FILLED WITH CONCRETE.  DISK
 DA1475'STANDS 10 INCHES ABOVE GROUND.  REFERENCE MARK NO. 1 IS SAME
 DA1475'TYPE OF MARK WITH ARROW POINTING TO STATION AND 18.124 METERS
 DA1475'(59.46 FEET) FROM STATION.
 DA1475'REFERENCE MARK NO. 2 IS A STANDARD U.S. COAST AND GEODETIC
 DA1475'SURVEY LEVEL BENCH MARK DISK PLACED ON TOP OF CONCRETE POST,
 DA1475'STAMPED P 37 1933, ON SOUTH SIDE OF COVERED WELLS-SELLS HIGHWAY
 DA1475'AND 42.230 METERS (138.55 FEET) FROM STATION S 24
 DA1475'DEG 08 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1475'IS AT THE JUNCTION OF TWO HIGHWAYS.  33 FEET WEST OF CENTER LINE
 DA1475'OF SANTA ROSA-SELLS ROAD.  130 FEET NORTH OF COVERED WELLS-SELLS
 DA1475'ROAD AND 0.2 MILE FROM STATION N 55 DEG 27 MIN W.
 DA1475
 DA1475                          STATION RECOVERY (1967)
 DA1475
 DA1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1475'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 DA1475'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DA1475'AZIMUTH MARK WAS NOT LOCATED AT THIS DATE DUE TO ROAD CHANGE.  A
 DA1475'NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1475'
 DA1475'TO REACH THE STATION FROM THE TRADING POST AT QUIJOTOA, GO WEST
 DA1475'ON STATE HIGHWAY 86 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 DA1475'IT IS ABOUT 65 FEET NORTH OF STATE HIGHWAY 86.
 DA1475'
 DA1475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--40.0 MILES
 DA1475'EAST-SOUTHEAST OF AJO, 1.0 MILE WEST OF QUIJOTOA AND 0.2 MILE
 DA1475'NORTH OF THE COVERED WELLS SCHOOL.
 DA1475
 DA1475                          STATION RECOVERY (1971)
 DA1475
 DA1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DA1475'THE STATION MARK, REFERENCE MARK 1 AND BM P 37 1933 WERE
 DA1475'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD
 DA1475'NOT BE RECOVERED AND THE CROSS ON THE CATHOLIC CHURCH WAS
 DA1475'INTERSECTED TO SERVE AS AN AZIMUTH MARK.  THE BOTTOM CENTER OF
 DA1475'THE CROSS WAS USED.
 DA1475'
 DA1475'THE STATION MARK IS A STANDARD DISK STAMPED, COVERED 1936.  IT
 DA1475'IS SET ON TOP OF A BRASS ROD WHICH PROJECTS 5 INCHES FROM
 DA1475'A CONCRETE BASE.  THE MARK IS 39 FEET NORTH OF THE HIGHWAY
 DA1475'AND 48 FEET SOUTH OF A WITNESS SIGN ON THE RIGHT OF WAY FENCE
 DA1475'LINE.
 DA1475'
 DA1475'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COVERED NO 1
 DA1475'1936.  IT IS SET ON TOP OF A BRASS ROD WHICH PROJECTS 6 INCHES
 DA1475'FROM A CONCRETE BASE.  THE MARK IS 67 FEET NORTH OF THE CENTER
 DA1475'LINE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT OF WAY
 DA1475'FENCELINE.
 DA1475'
 DA1475'BM P 37 1933 IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 DA1475'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 DA1475'1-1/2 FEET.  THE MARK IS 42 FEET SOUTH OF THE CENTER LINE OF
 DA1475'THE HIGHWAY AND 21 FEET NORTH OF A WITNESS SIGN ON THE RIGHT
 DA1475'OF WAY FENCE.
 DA1475'
 DA1475'AZIMUTH MARK, THE BOTTOM CENTER OF THE WHITE CROSS ON TOP OF THE
 DA1475'CATHOLIC CHURCH WHICH IS 0.2 MILE SOUTH WAS ESTABLISHED.
 DA1475'
 DA1475'TO REACH THE STATION FROM QUIJOTA POST GO WEST ALONG ARIZONA
 DA1475'HIGHWAY 86 FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 DA1475'
 DA1475'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1475'
 DA1475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COVERED WELLS
 DA1475
 DA1475                          STATION RECOVERY (1972)
 DA1475
 DA1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 DA1475'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1475'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1475'THE DESCRIPTION IS ADEQUATE.
 DA1475
 DA1475                          STATION RECOVERY (1979)
 DA1475
 DA1475'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1475'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DA1475'DESCRIBED.
 DA1475
 DA1475                          STATION RECOVERY (1999)
 DA1475
 DA1475'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1475'MARK NOT FOUND.
 DA1475
 DA1475                          STATION RECOVERY (2001)
 DA1475
 DA1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BS)
 DA1475'STATION, RM 1, AND RM 2 WERE RECOVERED. AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0643 ***********************************************************************
 GP0643  DESIGNATION -  COW
 GP0643  PID         -  GP0643
 GP0643  STATE/COUNTY-  AZ/COCONINO
 GP0643  USGS QUAD   -  COW SPRINGS (1970)
 GP0643
 GP0643                         *CURRENT SURVEY CONTROL
 GP0643  ___________________________________________________________________
 GP0643* NAD 83(1992)-  36 22 59.99384(N)    110 49 17.31901(W)     ADJUSTED  
 GP0643* NAVD 88     -      2089.8    (meters)    6856.     (feet)  VERTCON   
 GP0643  ___________________________________________________________________
 GP0643  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 GP0643  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GP0643
 GP0643  HORZ ORDER  -  SECOND
 GP0643
 GP0643.The horizontal coordinates were established by classical geodetic methods
 GP0643.and adjusted by the National Geodetic Survey in August 1993..
 GP0643
 GP0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0643
 GP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0643
 GP0643.The geoid height was determined by GEOID03.
 GP0643
 GP0643;                    North         East     Units Scale Factor Converg.
 GP0643;SPC AZ C     -   597,601.185   311,618.161   MT  1.00001892   +0 38 58.9
 GP0643;SPC AZ C     - 1,960,633.81  1,022,369.29   iFT  1.00001892   +0 38 58.9
 GP0643;SPC AZ E     -   597,243.232   154,612.381   MT  0.99994251   -0 23 18.4
 GP0643;SPC AZ E     - 1,959,459.42    507,258.47   iFT  0.99994251   -0 23 18.4
 GP0643;UTM  12      - 4,026,481.694   516,011.589   MT  0.99960316   +0 06 21.2
 GP0643
 GP0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0643!SPC AZ C     -   0.99967553  x   1.00001892  =   0.99969444
 GP0643!SPC AZ E     -   0.99967553  x   0.99994251  =   0.99961806
 GP0643!UTM  12      -   0.99967553  x   0.99960316  =   0.99927882
 GP0643
 GP0643:                Primary Azimuth Mark                     Grid Az
 GP0643:SPC AZ C     -  SHONTO WATER TANK                        030 42 01.4
 GP0643:SPC AZ E     -  SHONTO WATER TANK                        031 44 18.7
 GP0643:UTM  12      -  SHONTO WATER TANK                        031 14 39.1
 GP0643
 GP0643|---------------------------------------------------------------------|
 GP0643| PID    Reference Object                     Distance      Geod. Az  |
 GP0643|                                                           dddmmss.s |
 GP0643| GP0654 SHONTO WATER TANK                   APPROX.28.1 KM 0312100.3 |
 GP0643| CD3307 COW RM 1                              5.123 METERS 16929     |
 GP0643| GP0645 TONALEA WATER TANK                  APPROX.13.3 KM 2400620.8 |
 GP0643| GP0584 WILDCAT                             APPROX.19.6 KM 2673058.6 |
 GP0643| CD3308 COW RM 2                              9.903 METERS 27135     |
 GP0643|---------------------------------------------------------------------|
 GP0643
 GP0643                          SUPERSEDED SURVEY CONTROL
 GP0643
 GP0643  NAD 83(1986)-  36 22 59.99402(N)    110 49 17.31686(W) AD(       ) 2
 GP0643  NAD 27      -  36 23 00.01665(N)    110 49 14.80110(W) AD(       ) 2
 GP0643  NGVD 29 (07/19/86) 2088.8    (m)         6853.     (f) VERT ANG       
 GP0643
 GP0643.Superseded values are not recommended for survey control.
 GP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0643.See file dsdata.txt to determine how the superseded data were derived.
 GP0643
 GP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1601226482(NAD 83)
 GP0643_MARKER: DD = SURVEY DISK
 GP0643_SETTING: 66 = SET IN ROCK OUTCROP
 GP0643
 GP0643  HISTORY     - Date     Condition        Report By
 GP0643  HISTORY     - 1970     MONUMENTED       USGS
 GP0643
 GP0643                          STATION DESCRIPTION
 GP0643
 GP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0643'RM 1, TO RM 2, NOT MEASURED.
 GP0643'
 GP0643'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
 GP0643'
 GP0643'LOCATED ABOUT 29 MI NE. OF TUBA CITY.  ABOUT 2 MI S. OF COW SPRINGS
 GP0643'TRADING POST.  ON A PROMINENT FLAT TOP AT THE W. RIM OF BLACK MESA.
 GP0643'
 GP0643'TO REACH FROM TONALEA POST OFFICE DRIVE N. ON U. S. 164 FOR ABOUT
 GP0643'9.6 MI TO COW SPRINGS TRADING POST.  TURN RIGHT AT N. SIDE OF
 GP0643'TRADING POST AND WORK WAY ON TRACK RDN.  TOWARD PROMINENT FLAT TOP
 GP0643'TO SE. FOR ABOUT 1.6 MI TO BASE OF BLACK MESA AND END OF TRUCK
 GP0643'TRAVEL.  PACK UP RIM OF MESA ON ONE OF MANY SHEEP TRAILS TO HIGHEST
 GP0643'POINT AT THE W.  EDGE AND NEAR THE CENTER OF SMALL FLAT TOP AND
 GP0643'STATION.  ABOUT A 35 MINUTE PACK.
 GP0643'
 GP0643'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED COW 1970 CEMENTED
 GP0643'INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0643'
 GP0643'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0643'CEMENTED INTO ROCK OUTCROP.
 GP0643'
 GP0643'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0643'CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5768 ***********************************************************************
 DH5768  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5768  DESIGNATION -  COWBOYS
 DH5768  PID         -  DH5768
 DH5768  STATE/COUNTY-  AZ/COCHISE
 DH5768  USGS QUAD   -  WILLCOX NORTH (1985)
 DH5768
 DH5768                         *CURRENT SURVEY CONTROL
 DH5768  ___________________________________________________________________
 DH5768* NAD 83(1992)-  32 15 19.18219(N)    109 50 29.36562(W)     ADJUSTED  
 DH5768* NAVD 88     -      1271.68   (meters)    4172.2    (feet)  GPS OBS   
 DH5768  ___________________________________________________________________
 DH5768  X           -  -1,832,881.688 (meters)                     COMP
 DH5768  Y           -  -5,079,480.649 (meters)                     COMP
 DH5768  Z           -   3,385,073.031 (meters)                     COMP
 DH5768  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 DH5768  ELLIP HEIGHT-        1244.57  (meters)          (08/22/05) GPS OBS
 DH5768  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DH5768
 DH5768  HORZ ORDER  -  B
 DH5768  ELLP ORDER  -  FOURTH    CLASS II
 DH5768
 DH5768.The horizontal coordinates were established by GPS observations
 DH5768.and adjusted by the National Geodetic Survey in August 2005..
 DH5768
 DH5768.The orthometric height was determined by GPS observations and a
 DH5768.high-resolution geoid model using precise GPS observation and
 DH5768.processing techniques.
 DH5768
 DH5768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5768
 DH5768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5768
 DH5768.The ellipsoidal height was determined by GPS observations
 DH5768.and is referenced to NAD 83.
 DH5768
 DH5768.The geoid height was determined by GEOID03.
 DH5768
 DH5768;                    North         East     Units Scale Factor Converg.
 DH5768;SPC AZ E     -   139,223.714   243,998.474   MT  0.99991157   +0 10 24.8
 DH5768;SPC AZ E     -   456,770.72    800,519.93   iFT  0.99991157   +0 10 24.8
 DH5768;UTM  12      - 3,569,326.339   609,126.314   MT  0.99974685   +0 37 06.1
 DH5768
 DH5768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5768!SPC AZ E     -   0.99980462  x   0.99991157  =   0.99971621
 DH5768!UTM  12      -   0.99980462  x   0.99974685  =   0.99955152
 DH5768
 DH5768                          SUPERSEDED SURVEY CONTROL
 DH5768
 DH5768.No superseded survey control is available for this station.
 DH5768
 DH5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0912669326(NAD 83)
 DH5768_MARKER: DD = SURVEY DISK
 DH5768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5768_STAMPING: COWBOYS 2004
 DH5768_MARK LOGO: AZ-003
 DH5768_PROJECTION: FLUSH
 DH5768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5768+STABILITY: SURFACE MOTION
 DH5768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5768+SATELLITE: SATELLITE OBSERVATIONS - November , 2004
 DH5768
 DH5768  HISTORY     - Date     Condition        Report By
 DH5768  HISTORY     - 200411   MONUMENTED       AZ-003
 DH5768
 DH5768                          STATION DESCRIPTION
 DH5768
 DH5768'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5768'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5768'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL NORTHWEST ON HIGHWAY 186 (WHICH
 DH5768'BECOMES MALEY ST.) FOR 0.65 MILES TO BISBEE AV. GO RIGHT ON BISBEE AV.
 DH5768'AND HEAD NORTH FOR 0.06 MILES TO THE WILLCOX HIGH SCHOOL. THE STATION
 DH5768'IS LOCATED ON THE NE SIDE OF THE FOOTBALL FIELD AND APPROX. 50 FEET NE
 DH5768'OF THE SNACK BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1145 ***********************************************************************
 CG1145  DESIGNATION -  COWLIC
 CG1145  PID         -  CG1145
 CG1145  STATE/COUNTY-  AZ/PIMA
 CG1145  USGS QUAD   -  COWLIC (1984)
 CG1145
 CG1145                         *CURRENT SURVEY CONTROL
 CG1145  ___________________________________________________________________
 CG1145* NAD 83(1992)-  31 48 25.30075(N)    111 59 17.06126(W)     ADJUSTED  
 CG1145* NAVD 88     -       640.19   (+/-2cm)    2100.4    (feet)  VERTCON   
 CG1145  ___________________________________________________________________
 CG1145  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CG1145  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CG1145
 CG1145  HORZ ORDER  -  SECOND
 CG1145  VERT ORDER  -  THIRD ? (See Below)
 CG1145
 CG1145.The horizontal coordinates were established by classical geodetic methods
 CG1145.and adjusted by the National Geodetic Survey in August 1993..
 CG1145
 CG1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1145.The vertical order pertains to the NGVD 29 superseded value.
 CG1145
 CG1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1145
 CG1145.The geoid height was determined by GEOID03.
 CG1145
 CG1145;                    North         East     Units Scale Factor Converg.
 CG1145;SPC AZ C     -    89,473.658   206,599.214   MT  0.99990056   -0 02 15.5
 CG1145;SPC AZ C     -   293,548.75    677,818.94   iFT  0.99990056   -0 02 15.5
 CG1145;UTM  12      - 3,519,471.591   406,474.250   MT  0.99970788   -0 31 14.9
 CG1145
 CG1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1145!SPC AZ C     -   0.99990437  x   0.99990056  =   0.99980494
 CG1145!UTM  12      -   0.99990437  x   0.99970788  =   0.99961227
 CG1145
 CG1145|---------------------------------------------------------------------|
 CG1145| PID    Reference Object                     Distance      Geod. Az  |
 CG1145|                                                           dddmmss.s |
 CG1145| CH5025 COWLIC RM 1                          22.364 METERS 00057     |
 CG1145| CH5027 COWLIC RM 3 AZIMUTH                                0763542.9 |
 CG1145| CH5026 COWLIC RM 2                          21.128 METERS 08841     |
 CG1145| CG1144 ALVAREZ                             APPROX. 6.1 KM 1883239.7 |
 CG1145|---------------------------------------------------------------------|
 CG1145
 CG1145                          SUPERSEDED SURVEY CONTROL
 CG1145
 CG1145  NAD 83(1986)-  31 48 25.29321(N)    111 59 17.06091(W) AD(       ) 2
 CG1145  NAD 27      -  31 48 25.00600(N)    111 59 14.61500(W) AD(       ) 2
 CG1145  NGVD 29 (07/19/86)  639.50   (m)         2098.1    (f) LEVELING    3  
 CG1145
 CG1145.Superseded values are not recommended for survey control.
 CG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1145.See file dsdata.txt to determine how the superseded data were derived.
 CG1145
 CG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0647419472(NAD 83)
 CG1145_MARKER: DS = TRIANGULATION STATION DISK
 CG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1145
 CG1145  HISTORY     - Date     Condition        Report By
 CG1145  HISTORY     - 1935     MONUMENTED       CGS
 CG1145  HISTORY     - 1958     GOOD             AMS
 CG1145  HISTORY     - 1967     GOOD             CGS
 CG1145
 CG1145                          STATION DESCRIPTION
 CG1145
 CG1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1145'IN THE INDIAN VILLAGE OF COWLIC (PAPAGO INDIAN RESERVATION), ABOUT
 CG1145'6 FEET SOUTH OF THE FENCE LINE SURROUNDING THE MISSION BUILDINGS,
 CG1145'AND ABOUT 35 FEET SOUTH AND WEST OF THE SOUTHWEST CORNER OF THE
 CG1145'MISSION.  MARKED BY STANDARD BRONZE DISKS.
 CG1145'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1145'DISK, IS 22.364 METERS (73.37 FEET) FROM STATION
 CG1145'N 00 DEG 57 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CG1145'BRONZE REFERENCE DISK, IS 21.128 METERS (69.32 FEET)
 CG1145'FROM STATION N 88 DEG 41 MIN E. AZIMUTH MARK
 CG1145'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK, IS
 CG1145'BEYOND THE SOUTHERN CORNER OF A CHARCO AND IS 283 PACES FROM
 CG1145'STATION N 76 DEG 36 MIN E.
 CG1145
 CG1145                          STATION RECOVERY (1958)
 CG1145
 CG1145'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1145'STATION WAS RECOVERED WITH ONE CORRECTION, DISTANCE FROM THE
 CG1145'SW CORNER OF MISSION IS 76.0 FEET, 63.5 FEET E OF THE SW FENCE
 CG1145'CORNER.  4.8 FEET S OF FENCE LINE.  197.0 FEET WSW OF THE SE
 CG1145'CORNER OF FENCE.
 CG1145
 CG1145                          STATION RECOVERY (1967)
 CG1145
 CG1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG1145'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 CG1145'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CG1145'MARK WAS NOT LOCATED AT THIS DATE, DUE TO CHANGES MADE AT THE
 CG1145'VILLAGE.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 CG1145'
 CG1145'TO REACH THE STATION FROM THE POST OFFICE AT SELLS, GO SOUTH FOR
 CG1145'ONE BLOCK, TURN RIGHT AND GO WEST ON THE MAIN PAVED ROAD FOR 0.2
 CG1145'MILE TO A FORK, TURN LEFT AND GO SOUTH ON THE MAIN PAVED ROAD
 CG1145'FOR 1.9 MILES TO A SIDE ROAD RIGHT AND SIGN CUADALUPE MISSION
 CG1145'COWLIC.  TURN RIGHT AND GO WEST ON THE MAIN GRADED ROAD FOR
 CG1145'7.65 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.25 MILE TO
 CG1145'A FORK, TAKE THE LEFT FOR AND GO SOUTHERLY ON THE MAIN ROAD FOR
 CG1145'4.25 MILES TO THE MISSION AND THE STATION ON THE LEFT.
 CG1145'
 CG1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.0 MILES
 CG1145'SOUTHWEST OF SELLS AND ON THE SOUTH SIDE OF THE MISSION AT
 CG1145'COWLIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0879 ***********************************************************************
 CY0879  DESIGNATION -  COX
 CY0879  PID         -  CY0879
 CY0879  STATE/COUNTY-  AZ/COCHISE
 CY0879  USGS QUAD   -  MONK DRAW (1979)
 CY0879
 CY0879                         *CURRENT SURVEY CONTROL
 CY0879  ___________________________________________________________________
 CY0879* NAD 83(1992)-  32 23 49.69263(N)    109 39 45.89256(W)     ADJUSTED  
 CY0879* NAVD 88     -      1320.48   (+/-2cm)    4332.3    (feet)  VERTCON   
 CY0879  ___________________________________________________________________
 CY0879  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CY0879  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0879
 CY0879  HORZ ORDER  -  SECOND
 CY0879  VERT ORDER  -  THIRD ? (See Below)
 CY0879
 CY0879.The horizontal coordinates were established by classical geodetic methods
 CY0879.and adjusted by the National Geodetic Survey in August 1993..
 CY0879
 CY0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0879.The vertical order pertains to the NGVD 29 superseded value.
 CY0879
 CY0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0879
 CY0879.The geoid height was determined by GEOID03.
 CY0879
 CY0879;                    North         East     Units Scale Factor Converg.
 CY0879;SPC AZ E     -   155,012.936   260,766.000   MT  0.99992770   +0 16 12.0
 CY0879;SPC AZ E     -   508,572.62    855,531.50   iFT  0.99992770   +0 16 12.0
 CY0879;UTM  12      - 3,585,243.145   625,768.038   MT  0.99979505   +0 42 59.7
 CY0879
 CY0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0879!SPC AZ E     -   0.99979691  x   0.99992770  =   0.99972463
 CY0879!UTM  12      -   0.99979691  x   0.99979505  =   0.99959200
 CY0879
 CY0879|---------------------------------------------------------------------|
 CY0879| PID    Reference Object                     Distance      Geod. Az  |
 CY0879|                                                           dddmmss.s |
 CY0879| CY0889 COX RM 1                             12.102 METERS 01039     |
 CY0879| CY0441 LUZENA RM A                         APPROX. 4.7 KM 1435441.1 |
 CY0879| CY0888 COX RM 2                             12.133 METERS 18958     |
 CY0879|---------------------------------------------------------------------|
 CY0879
 CY0879                          SUPERSEDED SURVEY CONTROL
 CY0879
 CY0879  NAD 83(1986)-  32 23 49.68764(N)    109 39 45.88952(W) AD(       ) 2
 CY0879  NGVD 29 (07/20/88) 1319.67   (m)         4329.6    (f) LEVELING    3  
 CY0879
 CY0879.Superseded values are not recommended for survey control.
 CY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0879.See file dsdata.txt to determine how the superseded data were derived.
 CY0879
 CY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2576885243(NAD 83)
 CY0879_MARKER: DS = TRIANGULATION STATION DISK
 CY0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0879+STABILITY: SURFACE MOTION
 CY0879
 CY0879  HISTORY     - Date     Condition        Report By
 CY0879  HISTORY     - 1983     MONUMENTED       AZDT
 CY0879
 CY0879                          STATION DESCRIPTION
 CY0879
 CY0879'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0879'THE STATION IS LOCATED ALONG U.S. HIGHWAY 666, 31 MILES SOUTH OF
 CY0879'SAFFORD AND 2.9 MILES NORTHEAST OF THE U.S. 666 AND INTERSTATE HIGHWAY
 CY0879'10 TRAFFIC INTERCHANGE.
 CY0879'
 CY0879'THE STATION MARK IS AN AZDT DISK STAMPED---COX 1977---.  IT IS SET IN
 CY0879'TOP OF A 10 INCH CONCRETE MONUMENT, 96 FEET EAST OF THE CENTERLINE OF
 CY0879'THE HIGHWAY AND 4 FEET NORTHWEST OF THE WITNESS POST.
 CY0879'
 CY0879'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---COX RM 1 1983---.  IT IS
 CY0879'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0879'
 CY0879'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---COX RM 2 1983---.  IT IS
 CY0879'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0879'
 CY0879'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0879'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0879'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. HIGHWAY 666 FOR 16.75 MILES TO
 CY0879'THE JUNCTION WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR
 CY0879'9.35 MILES TO A CORRAL AND A WINDMILL ON THE RIGHT.  TRAVEL SOUTH
 CY0879'ALONG U.S. 666 FOR 5.35 MILES TO THE STATION ON THE LEFT AT A HIGHWAY
 CY0879'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0957 ***********************************************************************
 DW0957  DESIGNATION -  COXCOMB
 DW0957  PID         -  DW0957
 DW0957  STATE/COUNTY-  AZ/LA PAZ
 DW0957  USGS QUAD   -  PICACHO NW (1965)
 DW0957
 DW0957                         *CURRENT SURVEY CONTROL
 DW0957  ___________________________________________________________________
 DW0957* NAD 83(1992)-  33 12 21.03829(N)    114 37 47.51433(W)     ADJUSTED  
 DW0957* NAVD 88     -       315.9    (meters)    1036.     (feet)  VERTCON   
 DW0957  ___________________________________________________________________
 DW0957  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DW0957  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DW0957
 DW0957  HORZ ORDER  -  FIRST
 DW0957
 DW0957.The horizontal coordinates were established by classical geodetic methods
 DW0957.and adjusted by the National Geodetic Survey in August 1993..
 DW0957
 DW0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0957
 DW0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0957
 DW0957.The geoid height was determined by GEOID03.
 DW0957
 DW0957;                    North         East     Units Scale Factor Converg.
 DW0957;SPC AZ W     -   244,931.758   131,329.414   MT  1.00001627   -0 28 54.8
 DW0957;SPC AZ W     -   803,581.88    430,870.78   iFT  1.00001627   -0 28 54.8
 DW0957;SPC CA 6     -   616,420.714 2,151,041.628   MT  0.99995663   +0 53 25.1
 DW0957;SPC CA 6     - 2,022,373.63  7,057,209.07   sFT  0.99995663   +0 53 25.1
 DW0957;UTM  11      - 3,676,610.449   720,917.980   MT  1.00020177   +1 17 54.7
 DW0957
 DW0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0957!SPC AZ W     -   0.99995562  x   1.00001627  =   0.99997189
 DW0957!SPC CA 6     -   0.99995562  x   0.99995663  =   0.99991225
 DW0957!UTM  11      -   0.99995562  x   1.00020177  =   1.00015738
 DW0957
 DW0957|---------------------------------------------------------------------|
 DW0957| PID    Reference Object                     Distance      Geod. Az  |
 DW0957|                                                           dddmmss.s |
 DW0957| CE9201 COXCOMB RM 1                         15.702 METERS 08533     |
 DW0957| CE9202 COXCOMB RM 2                          5.496 METERS 22827     |
 DW0957| CE9200 T2S R23W SECS 19 20 30 31                          3113533.2 |
 DW0957|---------------------------------------------------------------------|
 DW0957
 DW0957                          SUPERSEDED SURVEY CONTROL
 DW0957
 DW0957  NAD 83(1986)-  33 12 21.04349(N)    114 37 47.52132(W) AD(       ) 1
 DW0957  NAD 27      -  33 12 20.91700(N)    114 37 44.68100(W) AD(       ) 1
 DW0957  NGVD 29 (07/19/86)  315.2    (m)         1034.     (f) VERT ANG       
 DW0957
 DW0957.Superseded values are not recommended for survey control.
 DW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0957.See file dsdata.txt to determine how the superseded data were derived.
 DW0957
 DW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2091876610(NAD 83)
 DW0957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0957_SETTING: 66 = SET IN ROCK OUTCROP
 DW0957_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0957+STABILITY: POSITION/ELEVATION WELL
 DW0957
 DW0957  HISTORY     - Date     Condition        Report By
 DW0957  HISTORY     - 1935     MONUMENTED       CGS
 DW0957  HISTORY     - 1949     GOOD             CGS
 DW0957  HISTORY     - 1954     GOOD             USGS
 DW0957  HISTORY     - 1964     GOOD             USGS
 DW0957  HISTORY     - 1975     GOOD             AZHD
 DW0957
 DW0957                          STATION DESCRIPTION
 DW0957
 DW0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0957'STATION IS ON A SHARP ROCKY PEAK IN THE FIRST RANGE E OF
 DW0957'THE COLORADO RIVER, ABOUT 9 MILES A LITTLE E OF S FROM CIBOLA
 DW0957'AND 2-1/4 MILES E OF THE RIVER.  FROM THE ROAD W OF THE STATION
 DW0957'THE STATION IS THE HIGHEST PEAK THAT CAN BE SEEN TO THE
 DW0957'EASTWARD.
 DW0957'
 DW0957'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0957'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0957'
 DW0957'REACHED FROM CIBOLA BY FOLLOWING THE MAIN-TRAVELED ROAD S
 DW0957'9.5 MILES TO WHERE IT ASCENDS A SHORT STEEP GRADE OUT OF A
 DW0957'BRUSHY FLAT AND CROSSES A RIDGE (1/2 MILE BEFORE REACHING
 DW0957'A WHITE PAINTED HOUSE).  STATION TOOFER IS ON THIS RIDGE 75
 DW0957'FEET E OF ROAD.  DRIVE ALONG THE CREST OF THIS RIDGE IN AN
 DW0957'EASTERLY DIRECTION PAST STATION TOOFER 1.0 MILE.  TURN RIGHT
 DW0957'AND GO 0.5 MILE TO END OF TRUCK TRAVEL.  FROM HERE GO E
 DW0957'FOLLOWING A DIM TRAIL LEADING ALONG THE N BASE OF THE HILLS
 DW0957'ABOUT 3/4 MILE TO A POINT WHERE TWO WATERFALLS CAN BE SEEN.
 DW0957'CLIMB RIDGE TO TOP OF THE FIRST WATERFALL TO ITS TOP, AND
 DW0957'THEN UP THE WASH BEARING LEFT TO ITS HEAD.  THENCE ALONG
 DW0957'THE RIDGES TO STATION WHICH IS E AND THE HIGHEST POINT IN
 DW0957'IMMEDIATE VICINITY.  STATION TOOFER WILL SERVE AS AN
 DW0957'AZIMUTH MARK.
 DW0957
 DW0957                          STATION RECOVERY (1949)
 DW0957
 DW0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0957'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 DW0957'AS DESCRIBED EXCEPT A DIFFERENCE IN DIRECTION TO REFERENCE MARK
 DW0957'NO. 2.  A AZIMUTH MARK WAS ESTABLISHED.  THE CORRECT DATA
 DW0957'LISTED BELOW.
 DW0957'
 DW0957'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTH-SOUTHEAST
 DW0957'OF CIBOLA, ABOUT 3 MILES AIRLINE EAST OF THE COLORADO RIVER,
 DW0957'ON A SHARP ROCKY PEAK IN THE FIRST RANGE EAST OF THE RIVER.
 DW0957'FROM THE ROAD WEST OF THE STATION, THE STATION IS ON THE
 DW0957'HIGHEST PEAK THAT CAN BE SEEN TO THE EASTWARD.  THE STATION
 DW0957'IS ON THE HIGHEST POINT, 6 FEET NORTH OF THE SOUTH RIM, 6
 DW0957'FEET EAST OF THE WEST RIM, A BRONZE DISK,
 DW0957'PROJECTS 3 INCHES AND IS STAMPED, COXCOMB 1935.
 DW0957'
 DW0957'REFERENCE MARK NO. 1 IS APPROXIMATELY 15 FEET LOWER THAN THE
 DW0957'STATION, 2 FEET WEST OF EAST RIM, A BRONZE DISK,
 DW0957'SET FLUSH AND IS STAMPED, COXCOMB NO 1 1935.
 DW0957'
 DW0957'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 DW0957'STATION, 2 FEET EAST OF THE WEST RIM, 4 FEET NORTH OF THE SOUTH
 DW0957'RIM, A BRONZE DISK PROJECTS 3 INCHES
 DW0957'AND IS STAMPED, COXCOMB NO 2 1935.
 DW0957'
 DW0957'THE AZIMUTH MARK, A BUREAU OF RECLAMATION SECTION CORNER DISK,
 DW0957'IS LOCATED ALONG THE ROAD TO STATION, 52 PACES NORTH OF SIGN,
 DW0957'BOATS JIMS CAMP WHERE THE ROAD MAKES A HARIPIN CURVE TO BOAT
 DW0957'CAMP WHICH IS APPROXIMATELY 0.3 MILE TO THE WEST, 28 PACES
 DW0957'NORTHWEST OF THE TRACK ROAD TO STATION, 3 FEET NORTH OF A
 DW0957'4X4 WITNESS POST.  IT IS A BRONZE CAP RIVITED TO TOP OF A
 DW0957'2 INCH IRON PIPE, PROJECTS 14 INCHES AND IS STAMPED, T 2 S,
 DW0957'S 19, S 20, S 30, S 31, R 23 W, 1935.
 DW0957'
 DW0957'TO REACH FROM CIBOLGO SOUTH ALONG MAIN ROAD FOR 0.8 MILE
 DW0957'TO A FORK, TAKE THE LEFT FORK (THE RIGHT FORK GOES TO RANCH
 DW0957'BUILDING) AND GO 0.25 MILE TO FORK.  TAKE THE LEFT FORK AND
 DW0957'GO 4.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.35 MILE
 DW0957'TO A FORK (JUST AFTER A VERY STEEP CLIMB UP POINT OF RIDGE)
 DW0957'AND AZIMUTH MARK ON THE LEFT (NORTH) AS DESCRIBED ABOVE.
 DW0957'CONTINUE BY TAKING THE LEFT FORK ALONG THE CREST OF RIDGE
 DW0957'(EAST) AND GO 2.3 MILES TO A VERY DIM TRACK ROAD JUST AFTER
 DW0957'MAKING A CURVE IN ROAD.  THIS SET OF TRACKS GOES SOUTH TO A
 DW0957'HIGHER PART OF RIDGE, THEN EAST TO THE EDGE OF A LARGE WASH,
 DW0957'THENCE SOUTH.  TAKE DIM TRACKS SOUTHEASTERLY TO EDGE OF
 DW0957'WASH, THENCE SOUTH TO A POINT JUST AFTER ROAD DROPS OFF POINT
 DW0957'OF RIDGE, THEN LEFT TO A SMALL FLAT IN WASH AND END OF
 DW0957'TRUCK TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  FROM THE END OF
 DW0957'TRUCK TRAVEL IN FLAT GO SOUTHEAST UP WASH TO DRAW, BEAR RIGHT
 DW0957'AND FOLLOW TRAIL UP DRAW FOR APPROXIMATELY 0.9 MILE TO
 DW0957'A LARGE WASH WITH LOTS OF SAND AND GRAVEL IN BOTTOM, THENCE
 DW0957'LEFT UP THIS MAIN WASH FOR APPROXIMATELY 0.3 MILE TO THE FOOT OF
 DW0957'STATION PEAK.  THE STATION PEAK CAN BE SEEN AS THE HIGH
 DW0957'POINT IN LINE WITH THE LEFT SIDE OF WASH.  PACK UP HILL TO
 DW0957'THE HIGHEST POINT AND STATION.  A 1-HOUR PACK.
 DW0957'
 DW0957'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0957
 DW0957                          STATION RECOVERY (1954)
 DW0957
 DW0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0957'RECOVERED IN GOOD CONDITION.
 DW0957
 DW0957                          STATION RECOVERY (1964)
 DW0957
 DW0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0957'RECOVERED IN GOOD CONDITION.
 DW0957
 DW0957                          STATION RECOVERY (1975)
 DW0957
 DW0957'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975 (EGZ)
 DW0957'COXCOMB - 1935 U.S.C. AND G.S.-GOOD SHAPE - VISIBLE, EASILY
 DW0957'RECOVERED
 DW0957'
 DW0957'1-1/2 HOUR CLIMB FROM CIBOLA ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0680 ***********************************************************************
 DA0680  DESIGNATION -  COY
 DA0680  PID         -  DA0680
 DA0680  STATE/COUNTY-  AZ/MARICOPA
 DA0680  USGS QUAD   -  GILA BEND (1973)
 DA0680
 DA0680                         *CURRENT SURVEY CONTROL
 DA0680  ___________________________________________________________________
 DA0680* NAD 83(1992)-  32 56 16.55592(N)    112 43 23.26795(W)     ADJUSTED  
 DA0680* NAVD 88     -       229.748  (meters)     753.76   (feet)  ADJUSTED  
 DA0680  ___________________________________________________________________
 DA0680  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DA0680  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0680  DYNAMIC HT  -         229.478 (meters)     752.88  (feet)  COMP
 DA0680  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0680
 DA0680  HORZ ORDER  -  SECOND
 DA0680  VERT ORDER  -  FIRST     CLASS II
 DA0680
 DA0680.The horizontal coordinates were established by classical geodetic methods
 DA0680.and adjusted by the National Geodetic Survey in August 1993..
 DA0680
 DA0680.The orthometric height was determined by differential leveling
 DA0680.and adjusted by the National Geodetic Survey in June 1991..
 DA0680
 DA0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0680
 DA0680.The geoid height was determined by GEOID03.
 DA0680
 DA0680.The dynamic height is computed by dividing the NAVD 88
 DA0680.geopotential number by the normal gravity value computed on the
 DA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0680.degrees latitude (g = 980.6199 gals.).
 DA0680
 DA0680.The modeled gravity was interpolated from observed gravity values.
 DA0680
 DA0680;                    North         East     Units Scale Factor Converg.
 DA0680;SPC AZ C     -   215,157.257   137,947.201   MT  0.99997010   -0 26 18.7
 DA0680;SPC AZ C     -   705,896.51    452,582.68   iFT  0.99997010   -0 26 18.7
 DA0680;UTM  12      - 3,645,723.475   338,909.761   MT  0.99991997   -0 56 13.6
 DA0680
 DA0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0680!SPC AZ C     -   0.99996885  x   0.99997010  =   0.99993895
 DA0680!UTM  12      -   0.99996885  x   0.99991997  =   0.99988882
 DA0680
 DA0680:                Primary Azimuth Mark                     Grid Az
 DA0680:SPC AZ C     -  RNG GILA BENC GBN                        009 07 53.4
 DA0680:UTM  12      -  RNG GILA BENC GBN                        009 37 48.3
 DA0680
 DA0680|---------------------------------------------------------------------|
 DA0680| PID    Reference Object                     Distance      Geod. Az  |
 DA0680|                                                           dddmmss.s |
 DA0680| DA1550 RNG GILA BENC GBN                   APPROX. 2.2 KM 0084134.7 |
 DA0680| DA0682 COY RM 1                             16.900 METERS 13930     |
 DA0680| DA0646 M 298                                              1403133.5 |
 DA0680| DA0681 COY RM 2                             17.308 METERS 23835     |
 DA0680|---------------------------------------------------------------------|
 DA0680
 DA0680                          SUPERSEDED SURVEY CONTROL
 DA0680
 DA0680  NAD 83(1986)-  32 56 16.54853(N)    112 43 23.27245(W) AD(       ) 2
 DA0680  NAD 27      -  32 56 16.38390(N)    112 43 20.67360(W) AD(       ) 2
 DA0680  NGVD 29 (??/??/92)  229.184  (m)          751.91   (f) ADJ UNCH    1 2
 DA0680
 DA0680.Superseded values are not recommended for survey control.
 DA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0680.See file dsdata.txt to determine how the superseded data were derived.
 DA0680
 DA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3891045723(NAD 83)
 DA0680_MARKER: DS = TRIANGULATION STATION DISK
 DA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0680_STAMPING: COY 1960
 DA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0680+STABILITY: SURFACE MOTION
 DA0680
 DA0680  HISTORY     - Date     Condition        Report By
 DA0680  HISTORY     - 1960     MONUMENTED       CGS
 DA0680  HISTORY     - 1960     GOOD             CGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1981     GOOD             NGS
 DA0680  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DA0680
 DA0680                          STATION DESCRIPTION
 DA0680
 DA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0680'THE STATION IS 0.6 MILE SOUTH OF THE CENTER OF GILA BEND AT
 DA0680'THE PROPOSED SITE OF AN INTERCHANGE FOR THE INTERSTATE ROUTE
 DA0680'85.
 DA0680'
 DA0680'TO REACH THE STATION FROM THE POST OFFICE IN GILA BEND,
 DA0680'PROCEED SOUTH ALONG STATE ROUTE 85 FOR 1 MILE TO THE STATION
 DA0680'ON THE RIGHT AT ABOUT THE CENTER OF A CURVE TO THE SOUTH,
 DA0680'ABOUT 150 FEET WEST OF THE HIGHWAY AND 4 FEET NORTH OF A METAL
 DA0680'WITNESS POST WITH SIGN ATTACHED.
 DA0680'
 DA0680'THE STATION, WITH UNDERGROUND MARK, STAMPED COY 1960 IS A
 DA0680'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0680'4 INCHES.
 DA0680'
 DA0680'REFERENCE MARK 1, STAMPED COY NO 1 1960, IS A STANDARD DISK
 DA0680'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0680'
 DA0680'REFERENCE MARK 2, STAMPED COY NO 2 1960, IS A STANDARD DISK
 DA0680'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0680'
 DA0680'THE AZIMUTH MARK, STAMPED M 298 1951, IS A STANDARD BENCH
 DA0680'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8
 DA0680'INCHES.  IT IS 60 FEET WEST FROM THE CENTER LINE OF A GRAVELED
 DA0680'ROAD AND 2-1/2 FEET NORTH OF A WOODEN WITNESS POST.
 DA0680'
 DA0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 DA0680'STATE ROUTE 85 FOR 0.4 MILE TO A CURVE TO THE NORTH, TURN
 DA0680'RIGHT, SOUTH, ONTO A GRAVELED ROAD AND FOLLOW IT FOR 0.7 MILE
 DA0680'TO THE MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.
 DA0680
 DA0680                          STATION RECOVERY (1960)
 DA0680
 DA0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0680'1.0 MI S FROM GILA BEND.
 DA0680'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0680'80 AT GILA BEND, 150 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56.78
 DA0680'FEET NORTHEAST OF R.M. 2, 55.45 FEET NORTHWEST OF R.M. 1, 4 FEET NORTH
 DA0680'OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 DA0680'PROJECTING 4 INCHES.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1981)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DA0680'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DA0680
 DA0680                          STATION RECOVERY (1994)
 DA0680
 DA0680'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0682 ***********************************************************************
 DA0682  DESIGNATION -  COY RM 1
 DA0682  PID         -  DA0682
 DA0682  STATE/COUNTY-  AZ/MARICOPA
 DA0682  USGS QUAD   -  GILA BEND (1973)
 DA0682
 DA0682                         *CURRENT SURVEY CONTROL
 DA0682  ___________________________________________________________________
 DA0682* NAD 83(1986)-  32 56 16.     (N)    112 43 23.     (W)     SCALED    
 DA0682* NAVD 88     -       229.973  (meters)     754.50   (feet)  ADJUSTED  
 DA0682  ___________________________________________________________________
 DA0682  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0682  DYNAMIC HT  -         229.702 (meters)     753.61  (feet)  COMP
 DA0682  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0682
 DA0682  VERT ORDER  -  FIRST     CLASS II
 DA0682
 DA0682.The horizontal coordinates were scaled from a topographic map and have
 DA0682.an estimated accuracy of +/- 6 seconds.
 DA0682
 DA0682.The orthometric height was determined by differential leveling
 DA0682.and adjusted by the National Geodetic Survey in June 1991..
 DA0682
 DA0682.The geoid height was determined by GEOID03.
 DA0682
 DA0682.The dynamic height is computed by dividing the NAVD 88
 DA0682.geopotential number by the normal gravity value computed on the
 DA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0682.degrees latitude (g = 980.6199 gals.).
 DA0682
 DA0682.The modeled gravity was interpolated from observed gravity values.
 DA0682
 DA0682;                    North         East    Units  Estimated Accuracy
 DA0682;SPC AZ C     -   215,140.      137,950.      MT  (+/- 180 meters Scaled)
 DA0682
 DA0682                          SUPERSEDED SURVEY CONTROL
 DA0682
 DA0682  NGVD 29 (??/??/92)  229.411  (m)          752.66   (f) ADJ UNCH    1 2
 DA0682
 DA0682.Superseded values are not recommended for survey control.
 DA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0682.See file dsdata.txt to determine how the superseded data were derived.
 DA0682
 DA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB389457(NAD 83)
 DA0682_MARKER: DR = REFERENCE MARK DISK
 DA0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0682_STAMPING: COY NO 1 1960
 DA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0682+STABILITY: SURFACE MOTION
 DA0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0682+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0682
 DA0682  HISTORY     - Date     Condition        Report By
 DA0682  HISTORY     - 1960     MONUMENTED       CGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 19941202 GOOD             USPSQD
 DA0682  HISTORY     - 20060219 GOOD             USPSQD
 DA0682
 DA0682                          STATION DESCRIPTION
 DA0682
 DA0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0682'1.0 MI S FROM GILA BEND.
 DA0682'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0682'80 AT GILA BEND, 55.45 FEET SOUTHEAST OF THE STATION MARK, SET IN A
 DA0682'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1994)
 DA0682
 DA0682'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (2006)
 DA0682
 DA0682'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0681 ***********************************************************************
 DA0681  DESIGNATION -  COY RM 2
 DA0681  PID         -  DA0681
 DA0681  STATE/COUNTY-  AZ/MARICOPA
 DA0681  USGS QUAD   -  GILA BEND (1973)
 DA0681
 DA0681                         *CURRENT SURVEY CONTROL
 DA0681  ___________________________________________________________________
 DA0681* NAD 83(1986)-  32 56 16.     (N)    112 43 23.     (W)     SCALED    
 DA0681* NAVD 88     -       229.762  (meters)     753.81   (feet)  ADJUSTED  
 DA0681  ___________________________________________________________________
 DA0681  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0681  DYNAMIC HT  -         229.492 (meters)     752.92  (feet)  COMP
 DA0681  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0681
 DA0681  VERT ORDER  -  FIRST     CLASS II
 DA0681
 DA0681.The horizontal coordinates were scaled from a topographic map and have
 DA0681.an estimated accuracy of +/- 6 seconds.
 DA0681
 DA0681.The orthometric height was determined by differential leveling
 DA0681.and adjusted by the National Geodetic Survey in June 1991..
 DA0681
 DA0681.The geoid height was determined by GEOID03.
 DA0681
 DA0681.The dynamic height is computed by dividing the NAVD 88
 DA0681.geopotential number by the normal gravity value computed on the
 DA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0681.degrees latitude (g = 980.6199 gals.).
 DA0681
 DA0681.The modeled gravity was interpolated from observed gravity values.
 DA0681
 DA0681;                    North         East    Units  Estimated Accuracy
 DA0681;SPC AZ C     -   215,140.      137,950.      MT  (+/- 180 meters Scaled)
 DA0681
 DA0681                          SUPERSEDED SURVEY CONTROL
 DA0681
 DA0681  NGVD 29 (??/??/92)  229.200  (m)          751.97   (f) ADJ UNCH    1 2
 DA0681
 DA0681.Superseded values are not recommended for survey control.
 DA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0681.See file dsdata.txt to determine how the superseded data were derived.
 DA0681
 DA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB389457(NAD 83)
 DA0681_MARKER: DR = REFERENCE MARK DISK
 DA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0681_STAMPING: COY NO 2 1960
 DA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0681+STABILITY: SURFACE MOTION
 DA0681
 DA0681  HISTORY     - Date     Condition        Report By
 DA0681  HISTORY     - 1960     MONUMENTED       CGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 19941202 GOOD             USPSQD
 DA0681
 DA0681                          STATION DESCRIPTION
 DA0681
 DA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0681'1.0 MI S FROM GILA BEND.
 DA0681'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0681'80 AT GILA BEND, 56.78 FEET SOUTHWEST OF THE STATION MARK, SET IN A
 DA0681'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1994)
 DA0681
 DA0681'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1247 ***********************************************************************
 DB1247  DESIGNATION -  COYOTE
 DB1247  PID         -  DB1247
 DB1247  STATE/COUNTY-  AZ/YUMA
 DB1247  USGS QUAD   -  WELLTON SE (1965)
 DB1247
 DB1247                         *CURRENT SURVEY CONTROL
 DB1247  ___________________________________________________________________
 DB1247* NAD 83(1992)-  32 30 44.08595(N)    114 00 22.56792(W)     ADJUSTED  
 DB1247* NAVD 88     -       856.7    (meters)    2811.     (feet)  VERTCON   
 DB1247  ___________________________________________________________________
 DB1247  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DB1247  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DB1247
 DB1247  HORZ ORDER  -  THIRD
 DB1247
 DB1247.The horizontal coordinates were established by classical geodetic methods
 DB1247.and adjusted by the National Geodetic Survey in August 1993..
 DB1247
 DB1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1247
 DB1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1247
 DB1247.The geoid height was determined by GEOID03.
 DB1247
 DB1247;                    North         East     Units Scale Factor Converg.
 DB1247;SPC AZ W     -   167,699.513   189,281.518   MT  0.99994048   -0 08 15.9
 DB1247;SPC AZ W     -   550,195.25    621,002.36   iFT  0.99994048   -0 08 15.9
 DB1247;UTM  11      - 3,601,167.990   781,244.939   MT  1.00057551   +1 36 36.5
 DB1247;UTM  12      - 3,601,201.181   217,576.749   MT  1.00058370   -1 37 00.8
 DB1247
 DB1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1247!SPC AZ W     -   0.99987071  x   0.99994048  =   0.99981120
 DB1247!UTM  11      -   0.99987071  x   1.00057551  =   1.00044615
 DB1247!UTM  12      -   0.99987071  x   1.00058370  =   1.00045434
 DB1247
 DB1247:                Primary Azimuth Mark                     Grid Az
 DB1247:SPC AZ W     -  POSO                                     003 13 50.6
 DB1247:UTM  11      -  POSO                                     001 28 58.2
 DB1247:UTM  12      -  POSO                                     004 42 35.5
 DB1247
 DB1247|---------------------------------------------------------------------|
 DB1247| PID    Reference Object                     Distance      Geod. Az  |
 DB1247|                                                           dddmmss.s |
 DB1247| DA1432 POSO                                APPROX.14.6 KM 0030534.7 |
 DB1247|---------------------------------------------------------------------|
 DB1247
 DB1247                          SUPERSEDED SURVEY CONTROL
 DB1247
 DB1247  NAD 83(1986)-  32 30 44.07364(N)    114 00 22.56744(W) AD(       ) 3
 DB1247  NAD 27      -  32 30 43.89100(N)    114 00 19.81500(W) AD(       ) 3
 DB1247  NGVD 29 (04/26/91)  856.0    (m)         2808.     (f) VERT ANG       
 DB1247
 DB1247.Superseded values are not recommended for survey control.
 DB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1247.See file dsdata.txt to determine how the superseded data were derived.
 DB1247
 DB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8124501168(NAD 83)
 DB1247_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1247_SETTING: 66 = SET IN ROCK OUTCROP
 DB1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1247
 DB1247  HISTORY     - Date     Condition        Report By
 DB1247  HISTORY     - 1920     MONUMENTED       CGS
 DB1247  HISTORY     - 1925     GOOD             USGS
 DB1247  HISTORY     - 1962     GOOD             USGS
 DB1247  HISTORY     - 1964     POOR             USGS
 DB1247  HISTORY     - 1972     GOOD             AZHD
 DB1247
 DB1247                          STATION DESCRIPTION
 DB1247
 DB1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DB1247'STATION IS ABOUT 17 MILES BY ROAD N OF TINAJAS ALTAS TANKS
 DB1247'ON THE MOST NORTHERN PEAK OF AN ISOLATED MOUNTAIN.  THERE IS A
 DB1247'KNOB ON SAME CLUMP OF MOUNTAIN AND ABOUT 1 MILE TO THE SOUTHWARD
 DB1247'WHICH IS A FEW FEET HIGHER THAN THE ONE THE STATION IS ON.
 DB1247'
 DB1247'THE STATION IS BEST REACHED FROM TINAJAS ALTAS TANKS BY FOLLOWING
 DB1247'THE WELLTON ROAD 6.8 MILES AND TAKE RIGHT-HAND ROAD, FOLLOW
 DB1247'5.5 MILES TO CROSSROADS AND TAKE LEFT-HAND ROAD GOING NEARLY
 DB1247'W AROUND FOOT HILLS.  FOLLOW THIS ROAD 2.4 MILES TO A POINT
 DB1247'ABOUT W OF THE MOUNTAIN, THEN HEAD ACROSS THE COUNTRY 1.6
 DB1247'MILES TO END OF TRUCK TRACKS, AND HIKE UP CANYON TO N TO THE
 DB1247'STATION.
 DB1247
 DB1247                          STATION RECOVERY (1925)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1925
 DB1247'RECOVERED AS DESCRIBED BY NGS.
 DB1247
 DB1247                          STATION RECOVERY (1962)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DB1247'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  REACHED
 DB1247'BY HELICOPTER.  STATION MARK IS UNSTAMPED.  NGS RM IS UNSTAMPED,
 DB1247'IN DRILL HOLE IN BEDROCK, 57.21 FT ESE. AND ABOUT 10 FT LOWER
 DB1247'THAN STATION MARK.
 DB1247
 DB1247                          STATION RECOVERY (1964)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1247'RECOVERED AS DESCRIBED BY NGS.  STATION MARK STAMPING HAS BEEN
 DB1247'WORN OFF, ONLY THE LETTER C REMAINS.
 DB1247
 DB1247                          STATION RECOVERY (1972)
 DB1247
 DB1247'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (WT)
 DB1247'GENERAL LOCATION 13-1/2 AIR MILES S.S.E. OF WELLTON ON THE
 DB1247'MOST NORTHERN HIGH PEAK OF AN ISOLATED SMALL GROUP OF MOUNTAINS
 DB1247'
 DB1247'TO REACH STATION REACHED BY HELICOPTER
 DB1247'
 DB1247'STATION MARK STANDARD U.S.C. AND G.S. BRASS CAP SET IN
 DB1247'BEDROCK OUTCROP STAMPED COYOTE 1920
 DB1247'
 DB1247'REFERENCE MARKS AS DESCRIBED
 DB1247'
 DB1247'AZIMUTH MARK NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0385 ***********************************************************************
 GQ0385  DESIGNATION -  COYOTE
 GQ0385  PID         -  GQ0385
 GQ0385  STATE/COUNTY-  AZ/MOHAVE
 GQ0385  USGS QUAD   -  CASTLE PEAK (1971)
 GQ0385
 GQ0385                         *CURRENT SURVEY CONTROL
 GQ0385  ___________________________________________________________________
 GQ0385* NAD 83(1992)-  36 14 40.83198(N)    113 35 13.23047(W)     ADJUSTED  
 GQ0385* NAVD 88     -      1784.7    (meters)    5855.     (feet)  VERTCON   
 GQ0385  ___________________________________________________________________
 GQ0385  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 GQ0385  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 GQ0385
 GQ0385  HORZ ORDER  -  THIRD
 GQ0385
 GQ0385.The horizontal coordinates were established by classical geodetic methods
 GQ0385.and adjusted by the National Geodetic Survey in August 1993..
 GQ0385
 GQ0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0385
 GQ0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0385
 GQ0385.The geoid height was determined by GEOID03.
 GQ0385
 GQ0385;                    North         East     Units Scale Factor Converg.
 GQ0385;SPC AZ W     -   581,691.395   228,009.417   MT  0.99993598   +0 05 46.9
 GQ0385;SPC AZ W     - 1,908,436.34    748,062.39   iFT  0.99993598   +0 05 46.9
 GQ0385;UTM  12      - 4,014,191.158   267,537.468   MT  1.00026587   -1 31 48.8
 GQ0385
 GQ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0385!SPC AZ W     -   0.99972380  x   0.99993598  =   0.99965980
 GQ0385!UTM  12      -   0.99972380  x   1.00026587  =   0.99998960
 GQ0385
 GQ0385|---------------------------------------------------------------------|
 GQ0385| PID    Reference Object                     Distance      Geod. Az  |
 GQ0385|                                                           dddmmss.s |
 GQ0385| CH2991 COYOTE RM 1                          10.616 METERS 00401     |
 GQ0385| CH2992 COYOTE RM 2                           8.919 METERS 26808     |
 GQ0385| CH2990 COYOTE AZ MK                                       2880920.2 |
 GQ0385|---------------------------------------------------------------------|
 GQ0385
 GQ0385                          SUPERSEDED SURVEY CONTROL
 GQ0385
 GQ0385  NAD 83(1986)-  36 14 40.82528(N)    113 35 13.22949(W) AD(       ) 3
 GQ0385  NAD 27      -  36 14 40.89600(N)    113 35 10.43500(W) AD(       ) 3
 GQ0385  NGVD 29 (07/19/86) 1783.8    (m)         5852.     (f) VERT ANG       
 GQ0385
 GQ0385.Superseded values are not recommended for survey control.
 GQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0385.See file dsdata.txt to determine how the superseded data were derived.
 GQ0385
 GQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6753714191(NAD 83)
 GQ0385_MARKER: DS = TRIANGULATION STATION DISK
 GQ0385_SETTING: 80 = SET IN A BOULDER
 GQ0385_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0385
 GQ0385  HISTORY     - Date     Condition        Report By
 GQ0385  HISTORY     - 1953     MONUMENTED       CGS
 GQ0385
 GQ0385                          STATION DESCRIPTION
 GQ0385
 GQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0385'THE STATION IS ABOUT 60 MILES SOUTH OF ST. GEORGE, UTAH, 18 MILES
 GQ0385'SOUTHWEST OF MT. TRUMBULL VILLAGE AND 2 MILES WEST-SOUTHWEST OF
 GQ0385'WARING RANCH.  IT IS ON THE CREST OF A BROAD, SAGE-COVERED
 GQ0385'RISE AND ON THE NORTHEAST SIDE OF A TRACK ROAD THAT CROSSES
 GQ0385'THE RISE.
 GQ0385'
 GQ0385'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0385'GO EAST FOR 0.7 MILE TO THE INTERSECTION AT THE NORTHEAST
 GQ0385'CORNER OF THE CEMETERY.  TURN RIGHT AND CONTINUE SOUTH AND EAST
 GQ0385'ON THE PAVED ROAD FOR 2.1 MILES TO A FORK AT THE SOUTH END
 GQ0385'OF THE VIRGIN RIVER BRIDGE.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0385'SOUTH FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0385'SOUTHERLY FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0385'FOLLOW THE MAIN ROAD SOUTHERLY FOR 23.1 MILES TO A CABIN AND
 GQ0385'CORRAL ON THE RIGHT (WOLF HOLE).  CONTINUE SOUTH ON THE
 GQ0385'MAIN ROAD FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK, MAIN
 GQ0385'ROAD, AND CONTINUE SOUTH FOR 2.6 MILES TO A FORK.  TAKE THE LEFT
 GQ0385'FORK, MAIN ROAD, AND CONTINUE EAST AND SOUTH-SOUTHEAST FOR
 GQ0385'15.7 MILE TO A FORK (0.3 MILE PAST AN OLD STONE CHIMNEY ON
 GQ0385'THE RIGHT).  TAKE THE RIGHT FORK, SOUTH-SOUTHWEST, FOR 2.3
 GQ0385'MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN ROAD
 GQ0385'SOUTHWESTERLY AROUND THE NORTH SIDE OF POVERTY MOUNTAIN
 GQ0385'FOR 15.2 MILES TO A FORK ON THE SUMMIT OF A MESA.  TAKE THE
 GQ0385'RIGHT FORK AND FOLLOW THE MAIN ROAD WEST, SOUTHWEST AND
 GQ0385'SOUTHEAST FOR 12.7 MILES TO A WIRE GATE (ABOUT 1/2 MILE TO THE
 GQ0385'WEST OF WARING RANCH).  CONTINUE SOUTH ON THE MAIN ROAD FOR
 GQ0385'0.8 MILE TO A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD,
 GQ0385'TURN RIGHT ONTO A DIM TRACK ROAD ALONG THE LEFT SIDE OF THE
 GQ0385'FENCE, AND FOLLOW IT WESTERLY FOR 0.5 MILE TO THE CREST OF
 GQ0385'THE RIDGE AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 GQ0385'MARK CONTINUE NORTHWEST ON THE ROAD FOR 0.5 MILE TO THE
 GQ0385'CREST OF A LOW RIDGE AND THE MARK ON THE LEFT.
 GQ0385'
 GQ0385'THE STATION MARK IS A STANDARD DISK STAMPED COYOTE 1953.  IT
 GQ0385'IS SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND, 130
 GQ0385'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 81 FEET NORTHWEST
 GQ0385'OF THE NEAREST OAK BUSH AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 GQ0385'POST.
 GQ0385'
 GQ0385'REFERENCE MARK 1 IS STAMPED COYOTE NO 1 1953.  IT IS A STANDARD
 GQ0385'DISK SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND,
 GQ0385'155 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 GQ0385'
 GQ0385'REFERENCE MARK 2 IS STAMPED COYOTE NO 2 1953.  IT IS A STANDARD
 GQ0385'DISK SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND,
 GQ0385'100 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 GQ0385'
 GQ0385'THE AZIMUTH MARK IS STAMPED COYOTE 1953.  IT IS A STANDARD DISK
 GQ0385'SET IN A BOULDER PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 9
 GQ0385'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD AND 3 FEET SOUTH
 GQ0385'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0476 ***********************************************************************
 ER0476  DESIGNATION -  COYOTE
 ER0476  PID         -  ER0476
 ER0476  STATE/COUNTY-  AZ/APACHE
 ER0476  USGS QUAD   -  COYOTE HILLS (1969)
 ER0476
 ER0476                         *CURRENT SURVEY CONTROL
 ER0476  ___________________________________________________________________
 ER0476* NAD 83(1992)-  34 08 49.54462(N)    109 12 23.52229(W)     ADJUSTED  
 ER0476* NAVD 88     -      2240.4    (meters)    7350.     (feet)  VERTCON   
 ER0476  ___________________________________________________________________
 ER0476  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0476  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0476
 ER0476  HORZ ORDER  -  SECOND
 ER0476
 ER0476.The horizontal coordinates were established by classical geodetic methods
 ER0476.and adjusted by the National Geodetic Survey in August 1993..
 ER0476
 ER0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0476
 ER0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0476
 ER0476.The geoid height was determined by GEOID03.
 ER0476
 ER0476;                    North         East     Units Scale Factor Converg.
 ER0476;SPC AZ E     -   349,385.069   301,901.158   MT  0.99999661   +0 32 20.3
 ER0476;SPC AZ E     - 1,146,276.47    990,489.36   iFT  0.99999661   +0 32 20.3
 ER0476;UTM  12      - 3,779,918.740   665,346.741   MT  0.99993702   +1 00 25.0
 ER0476
 ER0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0476!SPC AZ E     -   0.99965195  x   0.99999661  =   0.99964856
 ER0476!UTM  12      -   0.99965195  x   0.99993702  =   0.99958899
 ER0476
 ER0476|---------------------------------------------------------------------|
 ER0476| PID    Reference Object                     Distance      Geod. Az  |
 ER0476|                                                           dddmmss.s |
 ER0476| CD2720 COYOTE RM 1                          10.373 METERS 06404     |
 ER0476| CD2721 COYOTE RM 2                          10.469 METERS 15403     |
 ER0476| ER0478 ELJO                                APPROX. 4.2 KM 2465952.9 |
 ER0476|---------------------------------------------------------------------|
 ER0476
 ER0476                          SUPERSEDED SURVEY CONTROL
 ER0476
 ER0476  NAD 83(1986)-  34 08 49.54354(N)    109 12 23.52860(W) AD(       ) 2
 ER0476  NAD 27      -  34 08 49.37737(N)    109 12 21.22567(W) AD(       ) 2
 ER0476  NGVD 29 (07/19/86) 2239.4    (m)         7347.     (f) VERT ANG       
 ER0476
 ER0476.Superseded values are not recommended for survey control.
 ER0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0476.See file dsdata.txt to determine how the superseded data were derived.
 ER0476
 ER0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6534779919(NAD 83)
 ER0476_MARKER: DD = SURVEY DISK
 ER0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0476+STABILITY: SURFACE MOTION
 ER0476
 ER0476  HISTORY     - Date     Condition        Report By
 ER0476  HISTORY     - 1978     MONUMENTED       AZDT
 ER0476
 ER0476                          STATION DESCRIPTION
 ER0476
 ER0476'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0476'THE STATION IS LOCATED ABOUT 4.5 MILES EAST NORTHEAST OF
 ER0476'SPRINGERVILLE AND NORTH OF U.S. HWY. 60 ON A SMALL KNOLL JUST
 ER0476'OUTSIDE THE HWY. R/W FENCE.
 ER0476'
 ER0476'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE 1978
 ER0476'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 275 FEET NORTH
 ER0476'OF U.S. HWY. 60 CENTERLINE ON A SMALL KNOLL AT THE SOUTH EDGE OF
 ER0476'A BARROW PIT, MARKED WITH A WITNESS POST AND SIGN.
 ER0476'
 ER0476'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE
 ER0476'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 236
 ER0476'FEET NORTH OF HWY. CENTERLINE.
 ER0476'
 ER0476'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE
 ER0476'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 200
 ER0476'FEET NORTH OF HWY. CENTERLINE AND ABOUT 5 FEET LOWER THAN STATION.
 ER0476'
 ER0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180 AND
 ER0476'666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL EAST ON HWY. 60 FOR
 ER0476'4 MILES TO MILE POST 392.67 AND STATION ON THE LEFT, NORTH, ABOUT
 ER0476'275 FEET NORTH OF HWY.  ABOUT 300 FEET TO THE EAST THERE IS A
 ER0476'GATE THROUGH R/W FENCE, PASS THROUGH GATE AND STATION IS ABOUT
 ER0476'300 FEET LEFT AT THE SOUTH EDGE OF BARROW PIT.
 ER0476'
 ER0476'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1349 ***********************************************************************
 FS1349  DESIGNATION -  COYOTE
 FS1349  PID         -  FS1349
 FS1349  STATE/COUNTY-  AZ/MOHAVE
 FS1349  USGS QUAD   -  KINGMAN (1980)
 FS1349
 FS1349                         *CURRENT SURVEY CONTROL
 FS1349  ___________________________________________________________________
 FS1349* NAD 83(1992)-  35 12 30.64578(N)    114 06 12.48016(W)     ADJUSTED  
 FS1349* NAVD 88     -      1154.56   (+/-2cm)    3787.9    (feet)  VERTCON   
 FS1349  ___________________________________________________________________
 FS1349  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 FS1349  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1349
 FS1349  HORZ ORDER  -  SECOND
 FS1349  VERT ORDER  -  THIRD ? (See Below)
 FS1349
 FS1349.The horizontal coordinates were established by classical geodetic methods
 FS1349.and adjusted by the National Geodetic Survey in August 1993..
 FS1349
 FS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1349.The vertical order pertains to the NGVD 29 superseded value.
 FS1349
 FS1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1349
 FS1349.The geoid height was determined by GEOID03.
 FS1349
 FS1349;                    North         East     Units Scale Factor Converg.
 FS1349;SPC AZ W     -   466,777.616   181,176.816   MT  0.99994609   -0 12 13.7
 FS1349;SPC AZ W     - 1,531,422.62    594,412.13   iFT  0.99994609   -0 12 13.7
 FS1349;UTM  11      - 3,900,011.404   763,679.158   MT  1.00045694   +1 40 15.5
 FS1349
 FS1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1349!SPC AZ W     -   0.99982328  x   0.99994609  =   0.99976938
 FS1349!UTM  11      -   0.99982328  x   1.00045694  =   1.00028014
 FS1349
 FS1349|---------------------------------------------------------------------|
 FS1349| PID    Reference Object                     Distance      Geod. Az  |
 FS1349|                                                           dddmmss.s |
 FS1349| CS4794 COYOTE RM 1                           9.312 METERS 19153     |
 FS1349| FS0921 CHINO                               APPROX. 3.5 KM 3064340.9 |
 FS1349| FS1350 COYOTE RM 2                          16.125 METERS 30656     |
 FS1349|---------------------------------------------------------------------|
 FS1349
 FS1349                          SUPERSEDED SURVEY CONTROL
 FS1349
 FS1349  NAD 83(1986)-  35 12 30.64652(N)    114 06 12.47924(W) AD(       ) 2
 FS1349  NGVD 29 (11/23/90) 1153.76   (m)         3785.3    (f) LEVELING    3  
 FS1349
 FS1349.Superseded values are not recommended for survey control.
 FS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1349.See file dsdata.txt to determine how the superseded data were derived.
 FS1349
 FS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6367900011(NAD 83)
 FS1349_MARKER: DS = TRIANGULATION STATION DISK
 FS1349_SETTING: 66 = SET IN ROCK OUTCROP
 FS1349_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1349+STABILITY: POSITION/ELEVATION WELL
 FS1349
 FS1349  HISTORY     - Date     Condition        Report By
 FS1349  HISTORY     - 1981     MONUMENTED       AZDT
 FS1349
 FS1349                          STATION DESCRIPTION
 FS1349
 FS1349'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1349'THE STATION IS LOCATED 2.5  MILES NORTHWEST OF KINGMAN, ALONG US
 FS1349'HIGHWAY 93 AT THE HIGHEST POINT BETWEEN KINGMAN AND CHLORIDE ROAD.
 FS1349'
 FS1349'THE STATION MARK IS AN ADOT DISK STAMPED, COYOTE 1981.  IT IS SET IN A
 FS1349'DRILL HOLE IN A BOULDER.  136 FEET WEST OF THE CENTERLINE OF US 93 AND
 FS1349'EAST OF THE RIGHT OF WAY FENCE.  IT IS MARKED BY A WITNESS POST AND
 FS1349'SIGN.
 FS1349'
 FS1349'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, COYOTE RM 1 1981.  IT IS SET
 FS1349'IN A BOULDER.  IT IS 166 FEEST WEST OF THE CENTERLINE OF THE HIGHWAY.
 FS1349'
 FS1349'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, COYOTE RM 2 1981.  IT IS SET
 FS1349'IN TOP OF A BOULDER, 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FS1349'
 FS1349'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1349'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND
 FS1349'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1349'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 2.35 MILES TO THE
 FS1349'TOP OF HILL AND A DRIVEWAY ON LEFT LEADING TO A GROUP OF TRANSFORMERS
 FS1349'AT A SMALL SUB STATION.  PACK NORTH ALONG WEST RIGHT OF WAY FENCELINE
 FS1349'FOR ABOUT 350 FEET TO THE STATION WHICH IS ABOVE A HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1838 ***********************************************************************
 DU1838  DESIGNATION -  COYOTE BUTTE
 DU1838  PID         -  DU1838
 DU1838  STATE/COUNTY-  AZ/GILA
 DU1838  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1838
 DU1838                         *CURRENT SURVEY CONTROL
 DU1838  ___________________________________________________________________
 DU1838* NAD 83(1992)-  33 51 13.70293(N)    110 30 45.92104(W)     ADJUSTED  
 DU1838* NAVD 88     -      1712.2    (meters)    5617.     (feet)  VERTCON   
 DU1838  ___________________________________________________________________
 DU1838  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 DU1838  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DU1838
 DU1838  HORZ ORDER  -  THIRD
 DU1838
 DU1838.The horizontal coordinates were established by classical geodetic methods
 DU1838.and adjusted by the National Geodetic Survey in August 1993..
 DU1838
 DU1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1838
 DU1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1838
 DU1838.The geoid height was determined by GEOID03.
 DU1838
 DU1838;                    North         East     Units Scale Factor Converg.
 DU1838;SPC AZ E     -   316,493.400   181,335.084   MT  0.99991264   -0 11 34.1
 DU1838;SPC AZ E     - 1,038,364.17    594,931.38   iFT  0.99991264   -0 11 34.1
 DU1838;UTM  12      - 3,746,053.276   545,073.086   MT  0.99962504   +0 16 17.2
 DU1838
 DU1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1838!SPC AZ E     -   0.99973526  x   0.99991264  =   0.99964793
 DU1838!UTM  12      -   0.99973526  x   0.99962504  =   0.99936040
 DU1838
 DU1838|---------------------------------------------------------------------|
 DU1838| PID    Reference Object                     Distance      Geod. Az  |
 DU1838|                                                           dddmmss.s |
 DU1838| DU1858 COYOTE BUTTE RM 1                     9.312 METERS 01332     |
 DU1838| DU1859 COYOTE BUTTE RM 2                    10.485 METERS 08714     |
 DU1838| DU1837 CHRYSOTILE                          APPROX.12.6 KM 1993042.2 |
 DU1838|---------------------------------------------------------------------|
 DU1838
 DU1838                          SUPERSEDED SURVEY CONTROL
 DU1838
 DU1838  NAD 83(1986)-  33 51 13.69685(N)    110 30 45.92236(W) AD(       ) 3
 DU1838  NGVD 29 (09/20/88) 1711.5    (m)         5615.     (f) VERT ANG       
 DU1838
 DU1838.Superseded values are not recommended for survey control.
 DU1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1838.See file dsdata.txt to determine how the superseded data were derived.
 DU1838
 DU1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4507346053(NAD 83)
 DU1838_MARKER: DS = TRIANGULATION STATION DISK
 DU1838_SETTING: 66 = SET IN ROCK OUTCROP
 DU1838_SP_SET: SET IN ROCK OUTCROP
 DU1838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1838+STABILITY: POSITION/ELEVATION WELL
 DU1838
 DU1838  HISTORY     - Date     Condition        Report By
 DU1838  HISTORY     - 1947     MONUMENTED       USGS
 DU1838  HISTORY     - 1966     GOOD             USGS
 DU1838
 DU1838                          STATION DESCRIPTION
 DU1838
 DU1838'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1838'LOCATED 16 MI E. OF SOMBRERO BUTTE, ABOUT 7.5 MI N. OF SENECA
 DU1838'(APACHE REST).  ON SUMMIT OF FLAT-TOPPED MESA.
 DU1838'
 DU1838'TO REACH FROM SENECA, DRIVE 6.3 MI N. ON U.S. HWY. 60 TO JIMAMA
 DU1838'INN NEAR SALT RIVER BRIDGE.  CONTINUE 4.8 MI TO DIRT RD. LEADING
 DU1838'LEFT, FOLLOW DIRT RD. 3.3 MI TO FORKS.  TAKE RIGHT FORK 0.4 MI TO
 DU1838'CATTLE TRAP AND TANK, CONTINUE 0.8 MI TO SECOND TANK.  BEAR RIGHT
 DU1838'CROSS-COUNTRY 0.8 MI N. TO END OF TRUCK TRAVEL.  ON WESTERNMOST
 DU1838'OF TWO MESAS WITH SADDLE BETWEEN AS SEEN FROM END OF TRUCK
 DU1838'TRAVEL.  PACK DOWN INTO DEEP WASH AND UP TO TOP OF FLAT-TOPPED
 DU1838'MESA.  ABOUT 1-MILE PACK.
 DU1838'
 DU1838'STATION MARK--STANDARD TABLET STAMPED---COYOTE BUTTE 1947---,
 DU1838'CEMENTED IN SOLID ROCK OUTCROP.
 DU1838'
 DU1838'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1838'
 DU1838'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 DU1838
 DU1838                          STATION RECOVERY (1966)
 DU1838
 DU1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1838'RECOVERED AS DESCRIBED BY USGS.
 DU1838'
 DU1838'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1942 ***********************************************************************
 DV1942  DESIGNATION -  COYOTE PEAK
 DV1942  PID         -  DV1942
 DV1942  STATE/COUNTY-  AZ/LA PAZ
 DV1942  USGS QUAD   -  COYOTE PEAK (1990)
 DV1942
 DV1942                         *CURRENT SURVEY CONTROL
 DV1942  ___________________________________________________________________
 DV1942* NAD 83(1992)-  33 29 05.67329(N)    113 43 35.14363(W)     ADJUSTED  
 DV1942* NAVD 88     -       702.6    (meters)    2305.     (feet)  VERTCON   
 DV1942  ___________________________________________________________________
 DV1942  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DV1942  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DV1942
 DV1942  HORZ ORDER  -  SECOND
 DV1942
 DV1942.The horizontal coordinates were established by classical geodetic methods
 DV1942.and adjusted by the National Geodetic Survey in August 1993..
 DV1942
 DV1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1942
 DV1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1942
 DV1942.The geoid height was determined by GEOID03.
 DV1942
 DV1942;                    North         East     Units Scale Factor Converg.
 DV1942;SPC AZ W     -   275,536.292   215,550.531   MT  0.99993339   +0 00 46.8
 DV1942;SPC AZ W     -   903,990.46    707,186.78   iFT  0.99993339   +0 00 46.8
 DV1942;UTM  12      - 3,708,373.008   246,673.014   MT  1.00039126   -1 30 18.1
 DV1942
 DV1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1942!SPC AZ W     -   0.99989463  x   0.99993339  =   0.99982803
 DV1942!UTM  12      -   0.99989463  x   1.00039126  =   1.00028585
 DV1942
 DV1942:                Primary Azimuth Mark                     Grid Az
 DV1942:SPC AZ W     -  LOS ANGELES PHOENIX AWY BN 27A           038 21 41.9
 DV1942:UTM  12      -  LOS ANGELES PHOENIX AWY BN 27A           039 52 46.8
 DV1942
 DV1942|---------------------------------------------------------------------|
 DV1942| PID    Reference Object                     Distance      Geod. Az  |
 DV1942|                                                           dddmmss.s |
 DV1942| DV1968 LOS ANGELES PHOENIX AWY BN 27A      APPROX. 9.4 KM 0382228.7 |
 DV1942| CH2993 COYOTE PEAK AZ MK                                  3073540.3 |
 DV1942|---------------------------------------------------------------------|
 DV1942
 DV1942                          SUPERSEDED SURVEY CONTROL
 DV1942
 DV1942  NAD 83(1986)-  33 29 05.66667(N)    113 43 35.15337(W) AD(       ) 2
 DV1942  NAD 27      -  33 29 05.54800(N)    113 43 32.40500(W) AD(       ) 2
 DV1942  NGVD 29 (07/19/86)  701.9    (m)         2303.     (f) VERT ANG       
 DV1942
 DV1942.Superseded values are not recommended for survey control.
 DV1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1942.See file dsdata.txt to determine how the superseded data were derived.
 DV1942
 DV1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4667308373(NAD 83)
 DV1942_MARKER: DS = TRIANGULATION STATION DISK
 DV1942_SETTING: 66 = SET IN ROCK OUTCROP
 DV1942_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1942
 DV1942  HISTORY     - Date     Condition        Report By
 DV1942  HISTORY     - 1949     MONUMENTED       CGS
 DV1942  HISTORY     - 1972     GOOD             AZHD
 DV1942
 DV1942                          STATION DESCRIPTION
 DV1942
 DV1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1942'THE STATION IS LOCATED ON COYOTE PEAK, A LONE PROMINENT
 DV1942'MOUNTAIN PROTRUDING FROM THE LEVEL PLAIN ABOUT IT.  THE PEAK
 DV1942'HAS NEARLY VERTICAL CLIFFS ON ALL SIDES BUT WITH SOME RESEMBLANCE
 DV1942'OF A RIDGE FROM THE NORTH TO THE SOUTH.  THE STATION IS
 DV1942'LOCATED ON THE HIGHEST POINT, 6 FEET NORTH-NORTHEAST OF A 6
 DV1942'FOOT CAIRN, SET APPROXIMATELY 4 INCHES BELOW THE GROUND
 DV1942'SURFACE AND STAMPED, COYOTE PK 1949.
 DV1942'
 DV1942'THERE WERE NO REFERENCE MARKS SET DUE TO THE LIMITED SPACE
 DV1942'ON THE PEAK.  THE AZIMUTH MARK IS LOCATED ENROUTE TO THE
 DV1942'STATION ON A LOW CONE-SHAPPED PEAK WHICH PROTRUDES APPROXIMATELY
 DV1942'15 FEET ABOVE THE PLAINS, APPROXIMATELY 0.15 MILE NORTHWEST
 DV1942'OF THE BASE OF THE MOUNTAIN.  THE PEAK IS A SOLID MASS OF
 DV1942'CONGLOMERATE ROCK.  THE AZIMUTH IS ON THE HIGHEST POINT, 10
 DV1942'PACES SOUTHEAST OF A 4 X 4 WITNESS POST, 3 FEET SOUTHWEST
 DV1942'OF A SMALL CAIRN AND STAMPED, COYOTE PK 1949.
 DV1942'
 DV1942'TO REACH FROM HOPE AT THE JUNCTION OF STATE HIGHWAY 72
 DV1942'AND U.S. HIGHWAY 60 AND 70, GO WEST ON U.S. HIGHWAY 60 AND
 DV1942'70 FOR 3.6 MILES TO THE JUNCTION OF THE FIRST CROSSROAD, (THIS
 DV1942'ROAD FORMERLY BEING KNOWN AS THE RANEGRAS ROAD).  THE ROAD
 DV1942'GOES NORTH INTO VICKSBURG AND SOUTH INTO THE RANEGRAS PLAINS.
 DV1942'AT THIS POINT LEAVE THE HIGHWAY AND TURN LEFT (SOUTH) AND
 DV1942'FOLLOW THIS ROAD DUE SOUTH WITHOUT ANY TURNS FOR 10.4 MILES
 DV1942'TO A DIAGONAL INTERSECTION.  TURN RIGHT (SOUTHWESTERLY) AND
 DV1942'GO 4.4 MILES TO A Y INTERSECTION.  TAKE THE LEFT FORK
 DV1942'(SOUTHEASTERLY) AND GO 0.2 MILE TO A GAS PIPE LINE RIGHT-OF-WAY WITH
 DV1942'ROAD ALONG IT.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 DV1942'A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A
 DV1942'POINT WHERE THE ROAD AGAIN JOINS THE RANEGRAS ROAD AT A
 DV1942'CROSSROAD AND AT AN OLD SIGN VINEGAROON TR. RANGEGRAS
 DV1942'ROAD.  CONTINUE STRAIGHT AHEAD EAST FOR 1.05 MILE TO A
 DV1942'POINT WHERE THERE IS A SIGN GAME REFUGE ON THE RIGHT
 DV1942'(SOUTH) OF ROAD.  FROM THIS POINT, THE STATION IS
 DV1942'APPROXIMATELY 2 MILES DISTANT IN BEARING 148 DEGREES
 DV1942'TRUE AND 132 DEGREES MAGNETIHERE LEAVE THE ROAD AND
 DV1942'DRIVE ACROSS COUNTRY TOWARD THE NORTHWEST END OF THE RIDGE
 DV1942'OF THE PEAK FOR ABOUT 2.0 MILES TO THE AZIMUTH MARK AS
 DV1942'DESCRIBED ABOVE.  CONTINUE TO THE BASE OF PEAK AND THE
 DV1942'END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 DV1942'SOUTHEAST TO THE HIGHEST POINT AND STATION.  THIS PEAK
 DV1942'CAN BE CLIMBED WITHOUT HAZARD BUT CAUTION MUST BE TAKEN
 DV1942'WHEN DECENDING AT NIGHT.  A 1-HOUR PACK.
 DV1942
 DV1942                          STATION RECOVERY (1972)
 DV1942
 DV1942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1942'GENERAL LOCATION PARKER TO YUMA
 DV1942'
 DV1942'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY
 DV1942'NOTES
 DV1942'
 DV1942'STATION MARKS STD. USC AND GS B.
 DV1942'
 DV1942'REFERENCE MARKS NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1350 ***********************************************************************
 FS1350  DESIGNATION -  COYOTE RM 2
 FS1350  PID         -  FS1350
 FS1350  STATE/COUNTY-  AZ/MOHAVE
 FS1350  USGS QUAD   -  KINGMAN (1980)
 FS1350
 FS1350                         *CURRENT SURVEY CONTROL
 FS1350  ___________________________________________________________________
 FS1350* NAD 83(1992)-  35 12 30.96021(N)    114 06 12.98972(W)     ADJUSTED  
 FS1350* NAVD 88     -      1153.35   (+/-2cm)    3783.9    (feet)  VERTCON   
 FS1350  ___________________________________________________________________
 FS1350  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 FS1350  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1350
 FS1350  HORZ ORDER  -  SECOND
 FS1350  VERT ORDER  -  THIRD ? (See Below)
 FS1350
 FS1350.The horizontal coordinates were established by classical geodetic methods
 FS1350.and adjusted by the National Geodetic Survey in August 1993..
 FS1350
 FS1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1350.The vertical order pertains to the NGVD 29 superseded value.
 FS1350
 FS1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1350
 FS1350.The geoid height was determined by GEOID03.
 FS1350
 FS1350;                    North         East     Units Scale Factor Converg.
 FS1350;SPC AZ W     -   466,787.352   181,163.962   MT  0.99994610   -0 12 14.0
 FS1350;SPC AZ W     - 1,531,454.57    594,369.95   iFT  0.99994610   -0 12 14.0
 FS1350;UTM  11      - 3,900,020.718   763,665.987   MT  1.00045685   +1 40 15.2
 FS1350
 FS1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1350!SPC AZ W     -   0.99982347  x   0.99994610  =   0.99976958
 FS1350!UTM  11      -   0.99982347  x   1.00045685  =   1.00028024
 FS1350
 FS1350                          SUPERSEDED SURVEY CONTROL
 FS1350
 FS1350  NAD 83(1986)-  35 12 30.96095(N)    114 06 12.98880(W) AD(       ) 2
 FS1350  NGVD 29 (11/23/90) 1152.55   (m)         3781.3    (f) LEVELING    3  
 FS1350
 FS1350.Superseded values are not recommended for survey control.
 FS1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1350.See file dsdata.txt to determine how the superseded data were derived.
 FS1350
 FS1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6366600021(NAD 83)
 FS1350_MARKER: DS = TRIANGULATION STATION DISK
 FS1350_SETTING: 66 = SET IN ROCK OUTCROP
 FS1350_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1350+STABILITY: POSITION/ELEVATION WELL
 FS1350
 FS1350  HISTORY     - Date     Condition        Report By
 FS1350  HISTORY     - 1981     MONUMENTED       AZDT
 FS1350
 FS1350                          STATION DESCRIPTION
 FS1350
 FS1350'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1350'THE MARK WAS USED TO FORM A LOOP IN THE TIE TO AHD MARK 1285 28.  FOR
 FS1350'A COMPLETE DESCRIPTION SEE COYOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0850 ***********************************************************************
 DV0850  DESIGNATION -  CRACK
 DV0850  PID         -  DV0850
 DV0850  STATE/COUNTY-  AZ/MARICOPA
 DV0850  USGS QUAD   -  TONOPAH (1984)
 DV0850
 DV0850                         *CURRENT SURVEY CONTROL
 DV0850  ___________________________________________________________________
 DV0850* NAD 83(1992)-  33 29 10.46037(N)    112 56 12.62978(W)     ADJUSTED  
 DV0850* NAVD 88     -       337.93   (+/-2cm)    1108.7    (feet)  VERTCON   
 DV0850  ___________________________________________________________________
 DV0850  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DV0850  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0850
 DV0850  HORZ ORDER  -  SECOND
 DV0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0850
 DV0850.The horizontal coordinates were established by classical geodetic methods
 DV0850.and adjusted by the National Geodetic Survey in August 1993..
 DV0850
 DV0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0850.The vertical order pertains to the NGVD 29 superseded value.
 DV0850
 DV0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0850
 DV0850.The geoid height was determined by GEOID03.
 DV0850
 DV0850;                    North         East     Units Scale Factor Converg.
 DV0850;SPC AZ C     -   276,140.035   118,555.258   MT  1.00001077   -0 33 46.5
 DV0850;SPC AZ C     -   905,971.24    388,960.82   iFT  1.00001077   -0 33 46.5
 DV0850;UTM  12      - 3,706,872.032   320,053.767   MT  0.99999922   -1 04 08.1
 DV0850
 DV0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0850!SPC AZ C     -   0.99995181  x   1.00001077  =   0.99996258
 DV0850!UTM  12      -   0.99995181  x   0.99999922  =   0.99995103
 DV0850
 DV0850|---------------------------------------------------------------------|
 DV0850| PID    Reference Object                     Distance      Geod. Az  |
 DV0850|                                                           dddmmss.s |
 DV0850| DV0849 CRACK RM 1                           33.616 METERS 00043     |
 DV0850| CH5028 CRACK RM 3                            5.703 METERS 03555     |
 DV0850| CH5029 CRACK RM 4                            8.094 METERS 15528     |
 DV0850| DV0851 CRACK RM 2                            3.249 METERS 17854     |
 DV0850| DV0848 CRACK AZ MK                                        3584309.9 |
 DV0850|---------------------------------------------------------------------|
 DV0850
 DV0850                          SUPERSEDED SURVEY CONTROL
 DV0850
 DV0850  NAD 83(1986)-  33 29 10.45247(N)    112 56 12.63449(W) AD(       ) 2
 DV0850  NAD 27      -  33 29 10.31050(N)    112 56 09.98630(W) AD(       ) 2
 DV0850  NGVD 29 (??/??/92)  337.29   (m)         1106.6    (f) COMPUTED    2 0
 DV0850
 DV0850.Superseded values are not recommended for survey control.
 DV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0850.See file dsdata.txt to determine how the superseded data were derived.
 DV0850
 DV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2005406872(NAD 83)
 DV0850_MARKER: DE = TRAVERSE STATION DISK
 DV0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0850_STAMPING: CRACK 1962
 DV0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0850+STABILITY: SURFACE MOTION
 DV0850
 DV0850  HISTORY     - Date     Condition        Report By
 DV0850  HISTORY     - 1962     MONUMENTED       CGS
 DV0850  HISTORY     - 1962     GOOD             CGS
 DV0850  HISTORY     - 1970     SEE DESCRIPTION  NGS
 DV0850  HISTORY     - 1970     POOR             NGS
 DV0850
 DV0850                          STATION DESCRIPTION
 DV0850
 DV0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0850'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF TONOPAH AND
 DV0850'ON THE EAST SIDE OF A NORTH-SOUTH GRAVEL ROAD.
 DV0850'
 DV0850'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 DV0850'EAST ON GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, AND
 DV0850'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, GO SOUTH ON
 DV0850'GRAVEL ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DV0850'
 DV0850'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0850'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0850'CRACK 1962.  THE MARK IS 76 FEET SOUTH OF FENCE CORNER, 29
 DV0850'FEET EAST OF THE CENTER OF GRAVEL ROAD, 26.5 FEET SOUTH OF
 DV0850'WITNESS POST, 15 FEET SOUTHEAST OF A TELEPHONE POLE AND 2
 DV0850'FEET WEST OF FENCE.
 DV0850'
 DV0850'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0850'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DV0850'STAMPED CRACK NO 1 1962.  THE MARK IS 98 FEET NORTH-NORTHEAST
 DV0850'OF A TELEPHONE POLE, 84 FEET NORTH OF A WITNESS POST, 34
 DV0850'FEET NORTH OF A FENCE CORNER, 30 FEET EAST OF THE CENTER
 DV0850'OF ROAD AND 2 FEET WEST OF FENCE.
 DV0850'
 DV0850'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0850'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DV0850'STAMPED CRACK NO 2 1962.  THE MARK IS 29 FEET EAST OF CENTER
 DV0850'OF ROAD, 25 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 2
 DV0850'FEET WEST OF FENCE.
 DV0850'
 DV0850'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND CONCRETE
 DV0850'POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED CRACK 1962.
 DV0850'THE MARK IS 42 FEET SOUTH OF CENTER OF ROAD, 35 FEET WEST OF
 DV0850'CENTER OF ROAD, 4.5 FEET SOUTHEAST OF FENCE CORNER AND 3
 DV0850'FEET EAST OF A FENCE.
 DV0850'
 DV0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV0850
 DV0850                          STATION RECOVERY (1962)
 DV0850
 DV0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0850'0.65 MI SE FROM TONOPAH.
 DV0850'0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0850'THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, NEAR A FENCE CORNER EAST OF
 DV0850'THE ROAD, 27 FEET EAST OF THE CENTER OF THE ROAD, 75.3 FEET SOUTH OF
 DV0850'THE FENCE CORNER, 14.5 FEET SOUTHEAST OF POWER POLE NO. 445, 2 FEET
 DV0850'WEST OF A FENCE, 26.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 0.5
 DV0850'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0850'PROJECTING 2 INCHES.
 DV0850
 DV0850                          STATION RECOVERY (1970)
 DV0850
 DV0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0850'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED
 DV0850'BY ROAD GRADING IN THE AREA.  THE UNDER GROUND STATION MARK AND THE
 DV0850'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 DV0850'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 DV0850'TIME.
 DV0850'
 DV0850'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO EAST ALONG
 DV0850'THE PAVED STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 DV0850'GO SOUTH ALONG THE PAVED STREET FOR 0.5 MILE TO THE STATION ON THE
 DV0850'LEFT.
 DV0850'
 DV0850'THE STATION MARK IS A STANDARD DISK STAMPED, CRACK 1962 1970.  IT IS
 DV0850'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT
 DV0850'BELOW THE GROUND SURFACE.  IT IS 88 FEET SOUTH OF A FARM ROAD
 DV0850'LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND
 DV0850'14 FEET SOUTHEAST OF POWER POLE NO. 1 WHICH HAS A TRIANGLE BLAZE
 DV0850'ON THE WEST SIDE OF THE POLE.
 DV0850'
 DV0850'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CRACK 1962 NO 3 1970.
 DV0850'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DV0850'FLUSH WITH THE GROUND SURFACE.  IT IS 73-1/2 FEET SOUTH OF THE FARM
 DV0850'ROAD LEADING EAST, 40-1/2 FEET EAST OF THE CENTER LINE OF THE
 DV0850'PAVED ROAD, 18-1/2 FEET EAST OF POWER POLE NO. 1 AND 1/2 FOOT WEST
 DV0850'OF THE FENCE LINE.
 DV0850'
 DV0850'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CRACK 1962 NO 4 1970.
 DV0850'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 DV0850'WITH THE GROUND SURFACE.  IT IS 112 FEET SOUTH OF THE FARM ROAD
 DV0850'LEADING EAST, 42-1/2 FEET SOUTHEAST OF POWER POLE NO. 1, 40 FEET
 DV0850'EAST OF THE CENTER LINE OF THE PAVED ROAD AND 1/2 FOOT WEST OF
 DV0850'THE FENCE LINE.
 DV0850'
 DV0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CRACK 1962.  IT IS SET
 DV0850'IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DV0850'INCHES.  IT IS 42 FEET SOUTH OF THE CENTER LINE OF THE STREET, 35
 DV0850'FEET WEST OF THE ROAD WHICH LEADS SOUTH TO THE STATION AND 3 FEET
 DV0850'EAST OF A FENCE.
 DV0850'
 DV0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 DV0850'TONOPAH.
 DV0850'
 DV0850'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0850
 DV0850                          STATION RECOVERY (1970)
 DV0850
 DV0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0850'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0848 ***********************************************************************
 DV0848  DESIGNATION -  CRACK AZ MK
 DV0848  PID         -  DV0848
 DV0848  STATE/COUNTY-  AZ/MARICOPA
 DV0848  USGS QUAD   -  TONOPAH (1984)
 DV0848
 DV0848                         *CURRENT SURVEY CONTROL
 DV0848  ___________________________________________________________________
 DV0848* NAD 83(1986)-  33 29 37.     (N)    112 56 16.     (W)     SCALED    
 DV0848* NAVD 88     -       341.919  (meters)    1121.78   (feet)  ADJUSTED  
 DV0848  ___________________________________________________________________
 DV0848  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0848  DYNAMIC HT  -         341.519 (meters)    1120.47  (feet)  COMP
 DV0848  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV0848
 DV0848  VERT ORDER  -  FIRST     CLASS II
 DV0848
 DV0848.The horizontal coordinates were scaled from a topographic map and have
 DV0848.an estimated accuracy of +/- 6 seconds.
 DV0848
 DV0848.The orthometric height was determined by differential leveling
 DV0848.and adjusted by the National Geodetic Survey in June 1991..
 DV0848
 DV0848.The geoid height was determined by GEOID03.
 DV0848
 DV0848.The dynamic height is computed by dividing the NAVD 88
 DV0848.geopotential number by the normal gravity value computed on the
 DV0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0848.degrees latitude (g = 980.6199 gals.).
 DV0848
 DV0848.The modeled gravity was interpolated from observed gravity values.
 DV0848
 DV0848;                    North         East    Units  Estimated Accuracy
 DV0848;SPC AZ C     -   276,960.      118,480.      MT  (+/- 180 meters Scaled)
 DV0848
 DV0848                          SUPERSEDED SURVEY CONTROL
 DV0848
 DV0848  NGVD 29 (??/??/92)  341.270  (m)         1119.65   (f) ADJ UNCH    1 2
 DV0848
 DV0848.Superseded values are not recommended for survey control.
 DV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0848.See file dsdata.txt to determine how the superseded data were derived.
 DV0848
 DV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC199076(NAD 83)
 DV0848_MARKER: DZ = AZIMUTH MARK DISK
 DV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0848_STAMPING: CRACK 1962
 DV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0848+STABILITY: SURFACE MOTION
 DV0848
 DV0848  HISTORY     - Date     Condition        Report By
 DV0848  HISTORY     - 1962     MONUMENTED       CGS
 DV0848  HISTORY     - 1967     GOOD             NGS
 DV0848  HISTORY     - 1970     GOOD             NGS
 DV0848  HISTORY     - 1981     GOOD             NGS
 DV0848
 DV0848                          STATION DESCRIPTION
 DV0848
 DV0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0848'0.2 MI E FROM TONOPAH.
 DV0848'0.2 MILE EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0848'TONOPAH, IN S 26, T 2 N, R 7 W, 49 FEET SOUTHWEST OF THE CENTER OF THE
 DV0848'JUNCTION OF INDIAN SCHOOL ROAD AND TONOPAH ROAD, 146 FEET SOUTHWEST
 DV0848'AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A BRICK BUILDING, 36
 DV0848'1/2 FEET SOUTH OF THE CENTER LINE OF INDIAN SCHOOL ROAD, 32 FEET WEST
 DV0848'OF THE CENTER LINE OF TONOPAH ROAD, 10 1/2 FEET SOUTHEAST OF A FENCE
 DV0848'CORNER POST, 7 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE, 1.7
 DV0848'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DV0848'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DV0848'INCHES.
 DV0848
 DV0848                          STATION RECOVERY (1970)
 DV0848
 DV0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0848'RECOVERED IN GOOD CONDITION.
 DV0848
 DV0848                          STATION RECOVERY (1981)
 DV0848
 DV0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0580 ***********************************************************************
 FP0580  DESIGNATION -  CRAFTON
 FP0580  PID         -  FP0580
 FP0580  STATE/COUNTY-  AZ/APACHE
 FP0580  USGS QUAD   -  CHAFIN WELL (1971)
 FP0580
 FP0580                         *CURRENT SURVEY CONTROL
 FP0580  ___________________________________________________________________
 FP0580* NAD 83(1992)-  35 11 38.26530(N)    109 06 53.65659(W)     ADJUSTED  
 FP0580* NAVD 88     -      2096.7    (meters)    6879.     (feet)  VERTCON   
 FP0580  ___________________________________________________________________
 FP0580  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FP0580  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 FP0580
 FP0580  HORZ ORDER  -  FIRST
 FP0580
 FP0580.The horizontal coordinates were established by classical geodetic methods
 FP0580.and adjusted by the National Geodetic Survey in August 1993..
 FP0580
 FP0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0580
 FP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0580
 FP0580.The geoid height was determined by GEOID03.
 FP0580
 FP0580;                    North         East     Units Scale Factor Converg.
 FP0580;SPC AZ E     -   465,597.423   309,138.559   MT  1.00001302   +0 36 22.4
 FP0580;SPC AZ E     - 1,527,550.60  1,014,234.12   iFT  1.00001302   +0 36 22.4
 FP0580;UTM  12      - 3,896,180.651   671,621.652   MT  0.99996300   +1 05 12.2
 FP0580
 FP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0580!SPC AZ E     -   0.99967450  x   1.00001302  =   0.99968751
 FP0580!UTM  12      -   0.99967450  x   0.99996300  =   0.99963751
 FP0580
 FP0580:                Primary Azimuth Mark                     Grid Az
 FP0580:SPC AZ E     -  CRAFTON AZ MK RESET                      013 25 23.6
 FP0580:UTM  12      -  CRAFTON AZ MK RESET                      012 56 33.8
 FP0580
 FP0580|---------------------------------------------------------------------|
 FP0580| PID    Reference Object                     Distance      Geod. Az  |
 FP0580|                                                           dddmmss.s |
 FP0580| CD3313 CRAFTON AZ MK RESET                                0140146.0 |
 FP0580| CD3315 CRAFTON RM 1                         11.107 METERS 13957     |
 FP0580| CD3317 CRAFTON RM 3                         10.738 METERS 14004     |
 FP0580| DT0713 ESCUDILLA MOUNTAIN                                 1802435.1 |
 FP0580| CD3314 CRAFTON RM                           18.052 METERS 22124     |
 FP0580| CD3316 CRAFTON RM 2                         18.084 METERS 22125     |
 FP0580| CD3318 CRAFTON RM 4                         18.083 METERS 22125     |
 FP0580| CD3312 CRAFTON AZ MK                                      2595042.4 |
 FP0580|---------------------------------------------------------------------|
 FP0580
 FP0580                          SUPERSEDED SURVEY CONTROL
 FP0580
 FP0580  NAD 83(1986)-  35 11 38.26264(N)    109 06 53.65669(W) AD(       ) 1
 FP0580  NAD 27      -  35 11 38.16400(N)    109 06 51.33800(W) AD(       ) 1
 FP0580  NGVD 29 (07/19/86) 2095.7    (m)         6876.     (f) VERT ANG       
 FP0580
 FP0580.Superseded values are not recommended for survey control.
 FP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0580.See file dsdata.txt to determine how the superseded data were derived.
 FP0580
 FP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7162296181(NAD 83)
 FP0580_MARKER: DS = TRIANGULATION STATION DISK
 FP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0580+STABILITY: SURFACE MOTION
 FP0580
 FP0580  HISTORY     - Date     Condition        Report By
 FP0580  HISTORY     - 1919     MONUMENTED       CGS
 FP0580  HISTORY     - 1936     GOOD             CGS
 FP0580  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FP0580  HISTORY     - 1982     GOOD             AZDT
 FP0580
 FP0580                          STATION DESCRIPTION
 FP0580
 FP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0580'THE STATION IS ABOUT 12 MILES, AIR LINE, E BY S OF SANDERS,
 FP0580'10 MILES, AIR LINE, SE OF HOUCK, 4 MILES E OF E.H. BARGMANS RANCH
 FP0580'HOUSE, 1 MILE SW OF A WAGON ROAD WHICH LEADS FROM HOUCK TO
 FP0580'ZUNI AND OVER WHICH TRUCKS CANNOT BE DRIVEN ON ACCOUNT OF
 FP0580'LONG STETCHES OF DEEP SAND, IN SEC. 26, T. 21 N, R. 30 E, AND
 FP0580'ON A FLAT, SANDY, WOODED RIDGE WHICH IS THE HIGHEST IN THE
 FP0580'VICINITY.  STATION MARK WAS STAMPED 1919, BUT WAS NOT
 FP0580'OCCUPIED UNTIL 1920.
 FP0580'
 FP0580'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 FP0580'UNDERGROUND MARK IS A BOTTLE SET IN CONCRETE.
 FP0580'
 FP0580'IN 1919, A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION, MARKED
 FP0580'WITH A COPPER NAIL IN THE STUMP OF A DEAD CEDAR TREE, WAS
 FP0580'REPORTED TO BE 10.265 METERS (33.68 FEET) FROM THE STATION
 FP0580'N 09 DEG 04 MIN E.
 FP0580'
 FP0580'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FP0580'
 FP0580'REFERENCE MARK NO. 1 IS 36.44 FEET FROM THE STATION S 40 DEG 03 MIN E.
 FP0580'
 FP0580'REFERENCE MARK NO. 2 IS 59.33 FEET FROM THE STATION S 41 DEG 25 MIN W.
 FP0580'
 FP0580'IN 1936 AN AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 FP0580'WAS ESTABLISHED 8 FEET N OF A TRUCK
 FP0580'TRAIL WHERE IT MAKES A SHARP TURN AROUND A CEDAR TREE, 2.2
 FP0580'MILES BY TRAIL FROM THE STATION S 79 DEG 51 MIN W.
 FP0580'
 FP0580'ELEVATION 2,177.3 METERS (6,974 FEET).
 FP0580
 FP0580                          STATION RECOVERY (1959)
 FP0580
 FP0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0580'THE STATION WAS RECOVERED AND THE FOLLOWING CHANGES HAVE BEEN
 FP0580'MADE.  THE STATION MARK DISK HAD BEEN DAMAGED, A NEW DISK WAS
 FP0580'CEMENTED IN THE EXACT POSITION.  THE DISK AT REFERENCE MARK
 FP0580'NO. 2 HAD BEEN REMOVED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.
 FP0580'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED,
 FP0580'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 FP0580'SEARCHED FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 FP0580'ESTABLISHED.
 FP0580'
 FP0580'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FP0580'
 FP0580'THE STATION IS ABOUT 12 MILES SOUTHWEST OF SANDERS AND ABOUT
 FP0580'8 MILES SOUTHEAST OF HOUCK ON A SANDY WOODED RIDGE.
 FP0580'
 FP0580'TO REACH THE STATION FROM THE POST OFFICE AT HOUCK GO EAST
 FP0580'ON U.S. HIGHWAY 66 FOR 2.7 MILES TO A T ROAD RIGHT, TURN
 FP0580'RIGHT AND GO SOUTHEAST FOR 0.6 MILE TO A FORK JUST AFTER
 FP0580'CROSSING THE RIVER.  TAKE RIGHT FORK AND FOLLOW THE TRACK ROAD
 FP0580'SOUTHWESTERLY 0.9 MILE TO A FORK, TAKE LEFT FORK, SOUTH, 0.2
 FP0580'MILE TO SOME HOUSES ON THE RIGHT.  CONTINUE SOUTH ON TRACK ROAD
 FP0580'FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK, SOUTH, 0.3 MILE TO A
 FP0580'WINDMILL AND LARGE METAL TANK.  PASS TO THE LEFT OF THE TANK
 FP0580'AND FOLLOW THE ZUNI-HOUCK ROAD SOUTH FOR 4.15 MILES TO A
 FP0580'FORK, TAKE RIGHT FORK LEAVING THE MAIN TRAVELED ROAD AND GO
 FP0580'SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK, WEST,
 FP0580'0.3 MILE TO AN OLD HOGAN AND AZIMUTH MARK ON THE RIGHT.
 FP0580'FROM HERE FOLLOW THE DIM TRACK ROAD THRU STUMPS AND BRUSH
 FP0580'GOING SOUTH 0.3 MILE TO THE END OF TRUCK TRAVEL.  THEN
 FP0580'PACK SOUTHWEST FOR ABOUT 1/4 HOUR TO THE FIRST SUMMIT AND
 FP0580'THE STATION.
 FP0580'
 FP0580'THE STATION MARK, STAMPED CRAFTON 1920 1959, IS A STANDARD
 FP0580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FP0580'PROJECTS 1 INCH.  IT IS 3 FEET NORTH OF A POLE 10 FEET HIGH
 FP0580'WITH A TRIANGLE BLAZE AND 2 FEET EAST OF A WITNESS POST.
 FP0580'
 FP0580'REFERENCE MARK 3, STAMPED CRAFTON NO 3 1920 1959, IS A STANDARD
 FP0580'DISK WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 2
 FP0580'INCHES.  IT IS 3 FEET BELOW STATION ELEVATION.
 FP0580'
 FP0580'REFERENCE MARK 4, STAMPED CRAFTON NO 4 1920 1959, IS A STANDARD
 FP0580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FP0580'PROJECTS 6 INCHES.
 FP0580'
 FP0580'THE AZIMUTH MARK, STAMPED CRAFTON 1920 RESET 1959, IS A
 FP0580'STANDARD DISK WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS
 FP0580'6 INCHES.  IT IS 140 FEET NORTHEAST OF THE HOGAN.
 FP0580
 FP0580                          STATION RECOVERY (1982)
 FP0580
 FP0580'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0580'THE STATION WAS RECOVERED AND USED FOR A CHECK ANGLE.  NO OBSERVATIONS
 FP0580'WERE TAKEN CONCERNING THE REFERENCE MARKS OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1255 ***********************************************************************
 DB1255  DESIGNATION -  CRAG
 DB1255  PID         -  DB1255
 DB1255  STATE/COUNTY-  AZ/YUMA
 DB1255  USGS QUAD   -  LIGURTA (1965)
 DB1255
 DB1255                         *CURRENT SURVEY CONTROL
 DB1255  ___________________________________________________________________
 DB1255* NAD 83(1992)-  32 39 37.46826(N)    114 18 57.76541(W)     ADJUSTED  
 DB1255* NAVD 88     -       246.8    (meters)     810.     (feet)  VERTCON   
 DB1255  ___________________________________________________________________
 DB1255  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DB1255  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1255
 DB1255  HORZ ORDER  -  SECOND
 DB1255
 DB1255.The horizontal coordinates were established by classical geodetic methods
 DB1255.and adjusted by the National Geodetic Survey in August 1993..
 DB1255
 DB1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1255
 DB1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1255
 DB1255.The geoid height was determined by GEOID03.
 DB1255
 DB1255;                    North         East     Units Scale Factor Converg.
 DB1255;SPC AZ W     -   184,241.733   160,262.645   MT  0.99996809   -0 18 19.7
 DB1255;SPC AZ W     -   604,467.63    525,796.08   iFT  0.99996809   -0 18 19.7
 DB1255;UTM  11      - 3,616,823.854   751,718.615   MT  1.00038138   +1 26 57.1
 DB1255
 DB1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1255!SPC AZ W     -   0.99996650  x   0.99996809  =   0.99993459
 DB1255!UTM  11      -   0.99996650  x   1.00038138  =   1.00034787
 DB1255
 DB1255:                Primary Azimuth Mark                     Grid Az
 DB1255:SPC AZ W     -  L 353                                    040 06 54.4
 DB1255:UTM  11      -  L 353                                    038 21 37.6
 DB1255
 DB1255|---------------------------------------------------------------------|
 DB1255| PID    Reference Object                     Distance      Geod. Az  |
 DB1255|                                                           dddmmss.s |
 DB1255| DB0176 L 353                               APPROX. 2.0 KM 0394834.7 |
 DB1255| CE9217 CRAG RM 1                            21.603 METERS 20901     |
 DB1255| CE9218 CRAG RM 2                            17.010 METERS 28803     |
 DB1255|---------------------------------------------------------------------|
 DB1255
 DB1255                          SUPERSEDED SURVEY CONTROL
 DB1255
 DB1255  NAD 83(1986)-  32 39 37.47154(N)    114 18 57.77437(W) AD(       ) 2
 DB1255  NAD 27      -  32 39 37.30230(N)    114 18 54.98140(W) AD(       ) 2
 DB1255  NGVD 29 (07/19/86)  246.1    (m)          807.     (f) VERT ANG       
 DB1255
 DB1255.Superseded values are not recommended for survey control.
 DB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1255.See file dsdata.txt to determine how the superseded data were derived.
 DB1255
 DB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5171916824(NAD 83)
 DB1255_MARKER: DE = TRAVERSE STATION DISK
 DB1255_SETTING: 66 = SET IN ROCK OUTCROP
 DB1255_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1255
 DB1255  HISTORY     - Date     Condition        Report By
 DB1255  HISTORY     - 1960     MONUMENTED       CGS
 DB1255  HISTORY     - 1981     GOOD             NGS
 DB1255
 DB1255                          STATION DESCRIPTION
 DB1255
 DB1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1255'THE STATION IS ON THE EAST SLOPE OF THE GILA MOUNTAINS, ABOUT
 DB1255'24 MILES EAST OF YUMA, 11 MILES WEST OF WELLTON AND 0.6
 DB1255'MILE EAST OF THE POINT WHERE U.S. HIGHWAY 80 CROSSES OVER
 DB1255'THE SUMMIT OF THE MOUNTAINS.  IT IS ON THE TOP OF A SMALL ROCK
 DB1255'KNOB WHICH PROJECTS FROM A SADDLE IN A RIDGE WHICH DESCENDS
 DB1255'NORTHEASTERLY FROM THE CREST OF THE GILA MOUNTAINS.
 DB1255'
 DB1255'TO REACH THE STATION FROM THE LIGURTA SERVICE STATION AND
 DB1255'GARAGE, DRIVE WEST ON U.S. HIGHWAY 80 FOR 2.1 MILES TO A
 DB1255'GRAVELED SIDE ROAD ON THE LEFT, JUST EAST OF THE SUMMIT OF
 DB1255'THE MOUNTAIN.  TURN LEFT AND DRIVE SOUTHEAST AND SOUTH DOWN
 DB1255'THE CANYON ON THE GRAVELED ROAD FOR 0.6 MILE TO A STEEP
 DB1255'RAVINE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK
 DB1255'EAST-SOUTHEAST ALONG A DIM TRAIL UP THE RAVINE FOR ABOUT 10 MINUTES
 DB1255'TO THE TOP OF THE SMALL ROCK KNOB IN THE SADDLE OF THE
 DB1255'RIDGE AND THE STATION.
 DB1255'
 DB1255'THE STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK,
 DB1255'STAMPED CRAG 1960, CEMENTED IN A DRILL HOLE ABOUT 6 INCHES
 DB1255'BELOW THE SURFACE OF THE ROCK KNOB.  IT IS 4 FEET SOUTH OF
 DB1255'THE NORTH END OF THE KNOB.
 DB1255'
 DB1255'REFERENCE MARK 1, STAMPED CRAG NO 1 1960, IS A STANDARD
 DB1255'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 DB1255'WHICH IS FLUSH WITH THE SURFACE OF THE RIDGE.  IT IS ABOUT
 DB1255'8 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DB1255'
 DB1255'REFERENCE MARK 2, STAMPED CRAG NO 2 1960, IS A STANDARD
 DB1255'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 DB1255'IS FLUSH WITH THE SURFACE TO THE SOUTHEAST AND DESCENDS
 DB1255'ABRUPTLY FOR 2 FEET TO THE NORTHWEST.  IT IS ABOUT 15 FEET
 DB1255'LOWER IN ELEVATION THAN THE STATION MARK.
 DB1255'
 DB1255'SLOPE DISTANCES WERE MEASURED TO REFERENCE MARKS 1 AND 2
 DB1255'AND THE DISTANCES REDUCED TO HORIZONTAL.
 DB1255
 DB1255                          STATION RECOVERY (1981)
 DB1255
 DB1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1255'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0971 ***********************************************************************
 FR0971  DESIGNATION -  CRAGGY PEAK HUALPAI RANGE
 FR0971  PID         -  FR0971
 FR0971  STATE/COUNTY-  AZ/MOHAVE
 FR0971  USGS QUAD   -  DEAN PEAK (1980)
 FR0971
 FR0971                         *CURRENT SURVEY CONTROL
 FR0971  ___________________________________________________________________
 FR0971* NAD 83(1992)-  35 07 03.31433(N)    113 52 05.40590(W)     ADJUSTED  
 FR0971* NAVD 88     -                                                        
 FR0971  ___________________________________________________________________
 FR0971  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FR0971  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FR0971
 FR0971  HORZ ORDER  -  THIRD
 FR0971
 FR0971.The horizontal coordinates were established by classical geodetic methods
 FR0971.and adjusted by the National Geodetic Survey in August 1993..
 FR0971
 FR0971
 FR0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0971
 FR0971.The geoid height was determined by GEOID03.
 FR0971
 FR0971;                    North         East     Units Scale Factor Converg.
 FR0971;SPC AZ W     -   456,639.854   202,588.802   MT  0.99993476   -0 04 04.7
 FR0971;SPC AZ W     - 1,498,162.25    664,661.42   iFT  0.99993476   -0 04 04.7
 FR0971;UTM  12      - 3,889,848.585   238,612.644   MT  1.00044212   -1 39 03.1
 FR0971
 FR0971                          SUPERSEDED SURVEY CONTROL
 FR0971
 FR0971  NAD 83(1986)-  35 07 03.32224(N)    113 52 05.41231(W) AD(       ) 4
 FR0971  NAD 27      -  35 07 03.31400(N)    113 52 02.59500(W) AD(       ) 3
 FR0971
 FR0971.Superseded values are not recommended for survey control.
 FR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0971.See file dsdata.txt to determine how the superseded data were derived.
 FR0971
 FR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3861389849(NAD 83)
 FR0971_MARKER: 03 = MOUNTAIN PEAK
 FR0971
 FR0971  HISTORY     - Date     Condition        Report By
 FR0971  HISTORY     - 1948     FIRST OBSERVED   CGS
 FR0971  HISTORY     - 1961     GOOD             CGS
 FR0971
 FR0971                          STATION DESCRIPTION
 FR0971
 FR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0971'THE STATION IS THE TOP OF A HIGH, SHARP, ROCKY PEAK ON THE EASTERN
 FR0971'SIDE OF THE HUALPAI MOUNTAIN RANGE.  IT IS APPROXIMATELY 15
 FR0971'MILES, EAST SOUTHEAST OF KINGMAN, AND ABOUT 4 MILES NORTHEAST
 FR0971'OF TRIANGULATION STATION HUALPAI 1925.
 FR0971'
 FR0971'THIS POINT IS EASILY SEEN FROM KINGMAN AS THE MOST EASTERLY OF
 FR0971'A GROUP OF HIGH PEAKS.
 FR0971'
 FR0971'THE CENTER OF THE TIP OF THE PEAK WAS USED FOR THE TARGET.
 FR0971
 FR0971                          STATION RECOVERY (1961)
 FR0971
 FR0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0971'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1886 ***********************************************************************
 DU1886  DESIGNATION -  CRAIG RESET
 DU1886  PID         -  DU1886
 DU1886  STATE/COUNTY-  AZ/PINAL
 DU1886  USGS QUAD   -  PINAL RANCH (1979)
 DU1886
 DU1886                         *CURRENT SURVEY CONTROL
 DU1886  ___________________________________________________________________
 DU1886* NAD 83(1992)-  33 21 16.76474(N)    110 59 50.40672(W)     ADJUSTED  
 DU1886* NAVD 88     -      1560.3    (meters)    5119.     (feet)  VERTCON   
 DU1886  ___________________________________________________________________
 DU1886  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DU1886  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU1886
 DU1886  HORZ ORDER  -  THIRD
 DU1886
 DU1886.The horizontal coordinates were established by classical geodetic methods
 DU1886.and adjusted by the National Geodetic Survey in August 1993..
 DU1886
 DU1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1886
 DU1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1886
 DU1886.The geoid height was determined by GEOID03.
 DU1886
 DU1886;                    North         East     Units Scale Factor Converg.
 DU1886;SPC AZ C     -   261,459.194   298,922.013   MT  0.99999023   +0 30 19.8
 DU1886;SPC AZ C     -   857,805.75    980,715.27   iFT  0.99999023   +0 30 19.8
 DU1886;SPC AZ E     -   261,389.899   136,050.073   MT  0.99997366   -0 27 24.3
 DU1886;SPC AZ E     -   857,578.41    446,358.51   iFT  0.99997366   -0 27 24.3
 DU1886;UTM  12      - 3,690,605.362   500,247.934   MT  0.99960000   +0 00 05.3
 DU1886
 DU1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1886!SPC AZ C     -   0.99975946  x   0.99999023  =   0.99974970
 DU1886!SPC AZ E     -   0.99975946  x   0.99997366  =   0.99973313
 DU1886!UTM  12      -   0.99975946  x   0.99960000  =   0.99935956
 DU1886
 DU1886:                Primary Azimuth Mark                     Grid Az
 DU1886:SPC AZ C     -  HUTTON                                   172 29 33.4
 DU1886:SPC AZ E     -  HUTTON                                   173 27 17.5
 DU1886:UTM  12      -  HUTTON                                   172 59 47.9
 DU1886
 DU1886|---------------------------------------------------------------------|
 DU1886| PID    Reference Object                     Distance      Geod. Az  |
 DU1886|                                                           dddmmss.s |
 DU1886| DU1891 HUTTON                              APPROX. 3.0 KM 1725953.2 |
 DU1886|---------------------------------------------------------------------|
 DU1886
 DU1886                          SUPERSEDED SURVEY CONTROL
 DU1886
 DU1886  NAD 83(1986)-  33 21 16.76030(N)    110 59 50.40713(W) AD(       ) 3
 DU1886  NGVD 29 (09/20/88) 1559.6    (m)         5117.     (f) VERT ANG       
 DU1886
 DU1886.Superseded values are not recommended for survey control.
 DU1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1886.See file dsdata.txt to determine how the superseded data were derived.
 DU1886
 DU1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0024890605(NAD 83)
 DU1886_MARKER: N = NAIL
 DU1886_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU1886_SP_SET: OBJECT IMBEDDED IN GROUND
 DU1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1886
 DU1886  HISTORY     - Date     Condition        Report By
 DU1886  HISTORY     - 1946     MONUMENTED       USGS
 DU1886
 DU1886                          STATION DESCRIPTION
 DU1886
 DU1886'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1886'LOCATED ABOUT 1 MI W. OF POINT WHERE U.S. HWYS. 60 AND 70 CROSS
 DU1886'THE GILA-PINAL COUNTY LINE, 0.75 MI N. OF PINAL RANCH.  ON ROCKY
 DU1886'TOP OF MAIN DIVIDE BETWEEN PINTO CREEK AND QUEEN CREEK DRAINAGES.
 DU1886'7 FT. N. OF CENTER OF HIGHEST PART OF BARE, FLAT SUMMIT WHICH IS
 DU1886'ABOUT 15 FT. IN DIAMETER WITH BOULDERS AND CLUMPS OF BRUSH AT ITS
 DU1886'OUTER EDGES.  PEAK IS VISIBLE FROM PINAL RANCH BY LOOKING THROUGH
 DU1886'LOW SADDLE IN RIDGE TO S. OF STATION.
 DU1886'
 DU1886'TO REACH FROM THE GILA-PINAL COUNTY LINE CROSSING ON U.S. HWYS.
 DU1886'60 AND 70, FOLLOW HWY. 0.7 MI SW. AND TURN RIGHT OFF HWY. AT
 DU1886'FORKS OF RD. LEADING THROUGH CATTLEGUARD AT Y. S. CLARK MAILBOX.
 DU1886'FOLLOW THIS RD. 0.25 MI TO FORKS AND LEAVE TRUCK.  BEAR LEFT (W.)
 DU1886'AND GO THROUGH LOW SADDLE AND THROUGH FENCE AT CORNER BY JUNIPER
 DU1886'TREE.  BEAR RIGHT AND GO UP DRAIN FOR SHORT DISTANCE, CROSS DRAIN
 DU1886'AND CLIMB TO SUMMIT AND STATION.
 DU1886'
 DU1886'RECOVERED.  STATION MARK REPLACED BY TABLET.
 DU1886'
 DU1886'STATION MARK--STANDARD TABLET STAMPED---CRAIG 1946---, CEMENTED IN
 DU1886'BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0504 ***********************************************************************
 ER0504  DESIGNATION -  CRATER
 ER0504  PID         -  ER0504
 ER0504  STATE/COUNTY-  AZ/APACHE
 ER0504  USGS QUAD   -  CERRO HUECO (1984)
 ER0504
 ER0504                         *CURRENT SURVEY CONTROL
 ER0504  ___________________________________________________________________
 ER0504* NAD 83(1992)-  34 15 06.12494(N)    109 35 07.69005(W)     ADJUSTED  
 ER0504* NAVD 88     -      2572.0    (meters)    8438.     (feet)  VERTCON   
 ER0504  ___________________________________________________________________
 ER0504  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 ER0504  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0504
 ER0504  HORZ ORDER  -  FIRST
 ER0504
 ER0504.The horizontal coordinates were established by classical geodetic methods
 ER0504.and adjusted by the National Geodetic Survey in August 1993..
 ER0504
 ER0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0504
 ER0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0504
 ER0504.The geoid height was determined by GEOID03.
 ER0504
 ER0504;                    North         East     Units Scale Factor Converg.
 ER0504;SPC AZ E     -   360,723.758   266,889.879   MT  0.99993531   +0 19 37.6
 ER0504;SPC AZ E     - 1,183,476.90    875,622.96   iFT  0.99993531   +0 19 37.6
 ER0504;UTM  12      - 3,790,969.718   630,247.172   MT  0.99980911   +0 47 46.5
 ER0504
 ER0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0504!SPC AZ E     -   0.99959999  x   0.99993531  =   0.99953533
 ER0504!UTM  12      -   0.99959999  x   0.99980911  =   0.99940918
 ER0504
 ER0504:                Primary Azimuth Mark                     Grid Az
 ER0504:SPC AZ E     -  CRATER AZ MK                             018 23 01.8
 ER0504:UTM  12      -  CRATER AZ MK                             017 54 52.9
 ER0504
 ER0504|---------------------------------------------------------------------|
 ER0504| PID    Reference Object                     Distance      Geod. Az  |
 ER0504|                                                           dddmmss.s |
 ER0504| CD2725 CRATER AZ MK                                       0184239.4 |
 ER0504| CD2726 CRATER RM 1                          10.608 METERS 21244     |
 ER0504| ER0523 VERNON                              APPROX.14.3 KM 2671724.5 |
 ER0504| CD2727 CRATER RM 2                          15.173 METERS 32357     |
 ER0504|---------------------------------------------------------------------|
 ER0504
 ER0504                          SUPERSEDED SURVEY CONTROL
 ER0504
 ER0504  NAD 83(1986)-  34 15 06.12253(N)    109 35 07.69738(W) AD(       ) 1
 ER0504  NAD 27      -  34 15 05.96400(N)    109 35 05.34800(W) AD(       ) 1
 ER0504  NGVD 29 (07/19/86) 2571.0    (m)         8435.     (f) VERT ANG       
 ER0504
 ER0504.Superseded values are not recommended for survey control.
 ER0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0504.See file dsdata.txt to determine how the superseded data were derived.
 ER0504
 ER0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3024790970(NAD 83)
 ER0504_MARKER: DD = SURVEY DISK
 ER0504_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ER0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0504
 ER0504  HISTORY     - Date     Condition        Report By
 ER0504  HISTORY     - 1936     MONUMENTED       CGS
 ER0504  HISTORY     - 1978     GOOD             AZDT
 ER0504  HISTORY     - 1981     GOOD             AZDT
 ER0504  HISTORY     - 20010117 MARK NOT FOUND   LOCSUR
 ER0504
 ER0504                          STATION DESCRIPTION
 ER0504
 ER0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0504'STATION IS ABOUT 19 MILES NORTHWEST OF SPRINGERVILLE AND 6
 ER0504'MILES EAST OF VERNON, ON THE SUMMIT OF A LARGE HILL WHICH HAS
 ER0504'A LARGE CRATER IN ITS TOP.  STATION IS IN SEC. 21, OR POSSIBLY
 ER0504'22, T. 10 N., R. 26 E., LAND OWNERSHIP UNKNOWN.
 ER0504'
 ER0504'TO REACH STATION FROM VERNON GO EAST ON U.S. HIGHWAY 60 FOR 6.0
 ER0504'MILES, HERE THE STATION IS 1 MILE SOUTH OF THE HIGHWAY ON TOP
 ER0504'OF HIGH HILL.  AT THE TIME OF OCCUPATION OF STATION THERE WAS
 ER0504'A ROAD LEADING SOUTH FROM THIS POINT, BUT THE HIGHWAY DEPARTMENT
 ER0504'IS BUILDING FENCE ALONG THEIR RIGHT-OF-WAY AND WHERE GATE WILL
 ER0504'BE IS UNKNOWN.  LOOK FOR GATE IN SOUTH RIGHT-OF-WAY FENCE LINE
 ER0504'AND GO ACROSS COUNTRY ABOUT 1/2 MILE TO BASE OF HILL AND END OF
 ER0504'TRUCK TRAVEL.  HERE PACK UP HILL TO NORTHEAST SIDE AND STATION
 ER0504'ON HIGHEST POINT.  MARK PROJECTS ABOUT 10 INCHES AND IS ABOUT
 ER0504'12 PACES SOUTHWEST OF LONE PINE TREE.
 ER0504'
 ER0504'REFERENCE MARK NO. 1 IS 34.95 FEET SOUTHWEST OF STATION.
 ER0504'PROJECTS ABOUT 9 INCHES.
 ER0504'
 ER0504'REFERENCE MARK NO. 2 IS 49.68 FEET NORTHWEST OF STATION.
 ER0504'PROJECTS ABOUT 8 INCHES.
 ER0504'
 ER0504'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTH OF THE STATION,
 ER0504'125 FEET NORTH OF U.S. HIGHWAY 60, 60 FEET NORTH OF RIGHT-OF-WAY
 ER0504'FENCE, IN TOP OF SADDLE NORTH OF HIGHWAY 60.  PROJECTS ABOUT
 ER0504'14 INCHES.
 ER0504'
 ER0504'THERE IS NO UNDERGROUND MARK.
 ER0504'
 ER0504'HEIGHT OF LIGHT ABOVE STATION MARK - 0.0 METERS.
 ER0504
 ER0504                          STATION RECOVERY (1978)
 ER0504
 ER0504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0504'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 ER0504'THE STATION MARK WAS FOUND IN FAIR CONDITION, SOLID BUT CAP HAD BEEN
 ER0504'BEAT ON.  THE ROCK THAT RM 2 IS CEMENTED TO IS LOOSE TO A KICK.
 ER0504'AZIMUTH MARK IN GOOD CONDITION BUT OBSCURED FROM STATION BY A LARGE
 ER0504'PINION TREE.  A NEW TO REACH DESCRIPTION FOLLOWS.
 ER0504'
 ER0504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 61 AND 60, 11
 ER0504'MILES EAST OF SHOW LOW, TRAVEL EAST ON HWY. 60 FOR 15 MILES TO TOWN OF
 ER0504'VERNON, FROM THE STORE AND GAS STATION IN VERNON, CONTINUE EAST ON
 ER0504'HWY. 60 FOR 3.5 MILES TO A GATE AND ROAD ON THE RIGHT, PASS THROUGH
 ER0504'GATE IN R/W FENCE AND FOLLOW DIRT ROAD SOUTHEAST TO EAST SLOPE OF A
 ER0504'HIGH CINDER HILL AND CONTINUE UP SLOPE TO WITHIN 300 FEET OF TOP AND
 ER0504'END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NEEDED.
 ER0504
 ER0504                          STATION RECOVERY (1981)
 ER0504
 ER0504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0504'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ER0504
 ER0504                          STATION RECOVERY (2001)
 ER0504
 ER0504'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (FGS)
 ER0504'RM1 AND AZ MARK ARE EXTANT AND UNDISTURBED.
 ER0504'CRATER AND RM2 ARE MISSING. HOLES REMAIN WHERE MONUMENTS WERE REMOVED.
 ER0504' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2060 ***********************************************************************
 DV2060  DESIGNATION -  CRATER
 DV2060  PID         -  DV2060
 DV2060  STATE/COUNTY-  AZ/YAVAPAI
 DV2060  USGS QUAD   -  GARFIAS MOUNTAIN (1964)
 DV2060
 DV2060                         *CURRENT SURVEY CONTROL
 DV2060  ___________________________________________________________________
 DV2060* NAD 83(1992)-  33 59 22.44717(N)    112 29 01.78928(W)     ADJUSTED  
 DV2060* NAVD 88     -      1392.1    (meters)    4567.     (feet)  VERTCON   
 DV2060  ___________________________________________________________________
 DV2060  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DV2060  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DV2060
 DV2060  HORZ ORDER  -  SECOND
 DV2060
 DV2060.The horizontal coordinates were established by classical geodetic methods
 DV2060.and adjusted by the National Geodetic Survey in August 1993..
 DV2060
 DV2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2060
 DV2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2060
 DV2060.The geoid height was determined by GEOID03.
 DV2060
 DV2060;                    North         East     Units Scale Factor Converg.
 DV2060;SPC AZ C     -   331,641.885   160,961.217   MT  0.99993384   -0 19 01.5
 DV2060;SPC AZ C     - 1,088,063.93    528,087.98   iFT  0.99993384   -0 19 01.5
 DV2060;UTM  12      - 3,761,991.612   362,948.944   MT  0.99983154   -0 49 46.7
 DV2060
 DV2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2060!SPC AZ C     -   0.99978605  x   0.99993384  =   0.99971990
 DV2060!UTM  12      -   0.99978605  x   0.99983154  =   0.99961762
 DV2060
 DV2060|---------------------------------------------------------------------|
 DV2060| PID    Reference Object                     Distance      Geod. Az  |
 DV2060|                                                           dddmmss.s |
 DV2060| CH5031 CRATER RM 2                           3.321 METERS 10352     |
 DV2060| CH5030 CRATER RM 1                           6.291 METERS 18033     |
 DV2060| DV2166 ORION                               APPROX.15.2 KM 2160432.6 |
 DV2060|---------------------------------------------------------------------|
 DV2060
 DV2060                          SUPERSEDED SURVEY CONTROL
 DV2060
 DV2060  NAD 83(1986)-  33 59 22.44424(N)    112 29 01.79193(W) AD(       ) 2
 DV2060  NAD 27      -  33 59 22.32815(N)    112 28 59.17184(W) AD(       ) 2
 DV2060  NGVD 29 (07/19/86) 1391.4    (m)         4565.     (f) VERT ANG       
 DV2060
 DV2060.Superseded values are not recommended for survey control.
 DV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2060.See file dsdata.txt to determine how the superseded data were derived.
 DV2060
 DV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6294961992(NAD 83)
 DV2060_MARKER: DD = SURVEY DISK
 DV2060_SETTING: 66 = SET IN ROCK OUTCROP
 DV2060
 DV2060  HISTORY     - Date     Condition        Report By
 DV2060  HISTORY     - 1969     MONUMENTED       USGS
 DV2060
 DV2060                          STATION DESCRIPTION
 DV2060
 DV2060'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 DV2060'LOCATED ABOUT 13 MI. (AIRLINE) E. OF WICKENBURG.  ABOUT 12 MI. NE.
 DV2060'OF MORRISTOWN.  ABOUT 3 MI. W. OF CRATER CANYON.  ABOUT 2 MI. S. OF
 DV2060'CASTLE CREEK.  ON THE HIGHEST POINT IN AREA.
 DV2060'
 DV2060'REACHED BY HELICOPTER IN 1969.
 DV2060'
 DV2060'TO REACH FROM MORRISTOWN, GO NW. ALONG CASTLE HOT SPRINGS RD. FOR
 DV2060'ABOUT 13 MI. TO RANCH AND DEEP WASH ON W. SIDE OF RD.  GO W. UP
 DV2060'DRAIN FOR ABOUT 2 MI. TO TOP OF RIDGE AND END OF TRUCK TRAVEL.  PACK
 DV2060'NE.  UP RIDGE FOR 0.5 MI. TO HIGHEST POINT AND STATION.
 DV2060'
 DV2060'STATION MARK--A STANDARD USGS TABLET STAMPED CRATER 1963 SET IN
 DV2060'CONCRETE IN DRILL HOLE IN BEDROCK.
 DV2060'
 DV2060'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2060'NO 1 1963 SET IN ROCK, 6.17 FT. LOWER THAN STATION.
 DV2060'
 DV2060'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2060'NO 2 1963 SET IN ROCK, 1.5 FT. HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1274 ***********************************************************************
 DA1274  DESIGNATION -  CRATER
 DA1274  PID         -  DA1274
 DA1274  STATE/COUNTY-  AZ/MARICOPA
 DA1274  USGS QUAD   -  MIDWAY SW (1986)
 DA1274
 DA1274                         *CURRENT SURVEY CONTROL
 DA1274  ___________________________________________________________________
 DA1274* NAD 83(1992)-  32 32 52.23608(N)    112 54 10.22401(W)     ADJUSTED  
 DA1274* NAVD 88     -       535.3    (meters)    1756.     (feet)  VERTCON   
 DA1274  ___________________________________________________________________
 DA1274  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DA1274  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA1274
 DA1274  HORZ ORDER  -  THIRD
 DA1274
 DA1274.The horizontal coordinates were established by classical geodetic methods
 DA1274.and adjusted by the National Geodetic Survey in August 1993..
 DA1274
 DA1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1274
 DA1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1274
 DA1274.The geoid height was determined by GEOID03.
 DA1274
 DA1274;                    North         East     Units Scale Factor Converg.
 DA1274;SPC AZ C     -   172,041.050   120,739.045   MT  1.00000575   -0 31 50.2
 DA1274;SPC AZ C     -   564,439.14    396,125.48   iFT  1.00000575   -0 31 50.2
 DA1274;UTM  12      - 3,602,759.189   321,329.550   MT  0.99999366   -1 01 26.4
 DA1274
 DA1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1274!SPC AZ C     -   0.99992092  x   1.00000575  =   0.99992667
 DA1274!UTM  12      -   0.99992092  x   0.99999366  =   0.99991458
 DA1274
 DA1274:                Primary Azimuth Mark                     Grid Az
 DA1274:SPC AZ C     -  SNEED                                    206 41 34.3
 DA1274:UTM  12      -  SNEED                                    207 11 10.5
 DA1274
 DA1274|---------------------------------------------------------------------|
 DA1274| PID    Reference Object                     Distance      Geod. Az  |
 DA1274|                                                           dddmmss.s |
 DA1274| DA1544 SNEED                               APPROX.12.0 KM 2060944.1 |
 DA1274|---------------------------------------------------------------------|
 DA1274
 DA1274                          SUPERSEDED SURVEY CONTROL
 DA1274
 DA1274  NAD 83(1986)-  32 32 52.22186(N)    112 54 10.23195(W) AD(       ) 3
 DA1274  NGVD 29 (06/20/88)  534.6    (m)         1754.     (f) VERT ANG       
 DA1274
 DA1274.Superseded values are not recommended for survey control.
 DA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1274.See file dsdata.txt to determine how the superseded data were derived.
 DA1274
 DA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2133002759(NAD 83)
 DA1274_MARKER: DS = TRIANGULATION STATION DISK
 DA1274_SETTING: 66 = SET IN ROCK OUTCROP
 DA1274_SP_SET: SET IN BEDROCK
 DA1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1274+STABILITY: POSITION/ELEVATION WELL
 DA1274
 DA1274  HISTORY     - Date     Condition        Report By
 DA1274  HISTORY     - 1948     MONUMENTED       USGS
 DA1274
 DA1274                          STATION DESCRIPTION
 DA1274
 DA1274'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1274'LOCATED ABOUT 28.5 MI S. AND 13.0 MI W. OF GILA BEND.  ON HIGHEST
 DA1274'OF THREE PEAKS IN CRATER RANGE.
 DA1274'
 DA1274'TO REACH FROM GILA BEND ON STATE HWY. 86, DRIVE 30.4 MI S.  TURN
 DA1274'RIGHT 1.7 MI W. ALONG OLD RD. TO S. OF RANGE.  WALK N. TO TOP OF
 DA1274'HILL, HIGHEST POINT IN VICINITY, AND STATION.
 DA1274'
 DA1274'STATION MARK--STANDARD TABLET STAMPED---CRATER 1948---, CEMENTED IN
 DA1274'SOLID ROCK UNDER 4-FT CAIRN.
 DA1274'
 DA1274'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DA1274'ROCK.
 DA1274'
 DA1274'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DA1274'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0584 ***********************************************************************
 FP0584  DESIGNATION -  CRAWFORD
 FP0584  PID         -  FP0584
 FP0584  STATE/COUNTY-  AZ/APACHE
 FP0584  USGS QUAD   -  TOLAPAI SPRING (1971)
 FP0584
 FP0584                         *CURRENT SURVEY CONTROL
 FP0584  ___________________________________________________________________
 FP0584* NAD 83(1992)-  35 09 51.95886(N)    109 13 51.27443(W)     ADJUSTED  
 FP0584* NAVD 88     -      1922.7    (meters)    6308.     (feet)  VERTCON   
 FP0584  ___________________________________________________________________
 FP0584  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FP0584  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 FP0584
 FP0584  HORZ ORDER  -  SECOND
 FP0584
 FP0584.The horizontal coordinates were established by classical geodetic methods
 FP0584.and adjusted by the National Geodetic Survey in August 1993..
 FP0584
 FP0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0584
 FP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0584
 FP0584.The geoid height was determined by GEOID03.
 FP0584
 FP0584;                    North         East     Units Scale Factor Converg.
 FP0584;SPC AZ E     -   462,215.863   298,605.075   MT  0.99998953   +0 32 20.2
 FP0584;SPC AZ E     - 1,516,456.24    979,675.44   iFT  0.99998953   +0 32 20.2
 FP0584;UTM  12      - 3,892,711.115   661,117.514   MT  0.99991993   +1 01 08.7
 FP0584
 FP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0584!SPC AZ E     -   0.99970184  x   0.99998953  =   0.99969137
 FP0584!UTM  12      -   0.99970184  x   0.99991993  =   0.99962179
 FP0584
 FP0584|---------------------------------------------------------------------|
 FP0584| PID    Reference Object                     Distance      Geod. Az  |
 FP0584|                                                           dddmmss.s |
 FP0584| CD3320 CRAWFORD RM 1                        10.708 METERS 01622     |
 FP0584| CD3319 CRAWFORD AZ MK                                     2190755.2 |
 FP0584| CD3321 CRAWFORD RM 2                         8.181 METERS 26029     |
 FP0584|---------------------------------------------------------------------|
 FP0584
 FP0584                          SUPERSEDED SURVEY CONTROL
 FP0584
 FP0584  NAD 83(1986)-  35 09 51.95625(N)    109 13 51.27215(W) AD(       ) 2
 FP0584  NAD 27      -  35 09 51.85800(N)    109 13 48.93200(W) AD(       ) 2
 FP0584  NGVD 29 (01/29/91) 1921.7    (m)         6305.     (f) VERT ANG       
 FP0584
 FP0584.Superseded values are not recommended for survey control.
 FP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0584.See file dsdata.txt to determine how the superseded data were derived.
 FP0584
 FP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6111892711(NAD 83)
 FP0584_MARKER: DS = TRIANGULATION STATION DISK
 FP0584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0584+WITH SETTING: INFORMATION.
 FP0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0584
 FP0584  HISTORY     - Date     Condition        Report By
 FP0584  HISTORY     - 1936     MONUMENTED       CGS
 FP0584  HISTORY     - 1982     GOOD             AZDT
 FP0584
 FP0584                          STATION DESCRIPTION
 FP0584
 FP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0584'STATION IS LOCATED ON THE HIGHEST POINT OF A GENTLE SANDY
 FP0584'RAISE IN THE BROAD PLAIN JUST WEST OF THE CRAFTON BREAK, 7
 FP0584'MILES SOUTHEAST OF SANDERS, 16 MILES SOUTHWEST OF LUPTON.
 FP0584'
 FP0584'TO REACH FROM SANDERS GO SOUTH ON STATE HIGHWAY 81 FOR 0.4
 FP0584'MILE, CROSSING RAILROAD TRACK AND RIO PUERCO TO A Y, BEAR
 FP0584'LEFT (RIGHT FORK GOES TO ST. JOHNS) AND GO ALONG IMPROVED
 FP0584'DIRT ROAD FOR 1.6 MILES TO WHERE A RANCH ROAD LEADS OFF TO
 FP0584'THE RIGHT.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD IN A
 FP0584'SOUTHERLY DIRECTION FOR 3.1 MILES TO A WINDMILL ON RIGHT,
 FP0584'CONTINUE ON MAIN-TRAVELED FOR 0.2 MILE TO CROSS ROAD AND GATE ON
 FP0584'RIGHT, GO THROUGH GATE AND GO SOUTH ON MAIN-TRAVELED
 FP0584'ROAD FOR 2.0 MILES TO CROSSROADS, CONTINUE ON THIS ROAD FOR
 FP0584'0.5 MILE.  HERE TURN OFF ROAD TO LEFT (EAST) AND GO 2.0
 FP0584'MILES IN AN EASTERLY DIRECTRION TO THE LARGEST OF
 FP0584'TWO HILLS, AND MOST SOUTHERN, LYING JUST SOUTH OF AN
 FP0584'EAST AND WEST FENCE, DRIVE UP WEST SLOPE TO HIGHEST POINT
 FP0584'AND STATION.
 FP0584'
 FP0584'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 4 FEET SOUTHEAST
 FP0584'OF TRAIL.  MARK PROJECTS 5 INCHES.
 FP0584'
 FP0584'REFERENCE MARK NO. 2 IS WEST OF STATION, 10 FEET NORTHEAST
 FP0584'OF CLUMP OF JUNIPERS.  PROJECTS ABOUT 5 INCHES.
 FP0584'
 FP0584'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST-SOUTHWEST OF
 FP0584'STATION, ON GENTLE RAISE, JUST EAST OF CLUMP OF JUNIPER
 FP0584'TREES.  MARK PROJECTS ABOUT 6 INCHES.
 FP0584'
 FP0584'ALL LINES ARE VISIBLE FROM THE GROUND.
 FP0584'
 FP0584'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WELDED
 FP0584'ON TOP OF 30-INCH PIPE.  UNDERGROUND MARK IS A STANDARD DISK IN AN
 FP0584'IRREGULAR MASS OF CONCRETE.
 FP0584'
 FP0584'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FP0584
 FP0584                          STATION RECOVERY (1982)
 FP0584
 FP0584'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0584'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FP0584'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO STATION
 FP0584'FOLLOWS.
 FP0584'
 FP0584'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 FP0584'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 666.
 FP0584'TRAVEL SOUTH ALONG U.S. 666 FOR 3.8 MILES TO A BLADED ROAD ON THE
 FP0584'LEFT.  TURN LEFT CROSSING A CATTLE GUARD AND TRAVEL EAST 1.25 MILES TO
 FP0584'A CATTLE GUARD ON THE LEFT.  TURN LEFT 100 FEET TO A GATE, PASS
 FP0584'THROUGH GATE AND TRAVEL SOUTH FOR 1.9 MILES TO A RIGHT ANGLE TURN,
 FP0584'CONTINUE 1.35 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15 MILE TO A
 FP0584'TRAIL ON THE LEFT.  TURN LEFT FOR 1.05 MILES TO A GATE, PASS THROUGH
 FP0584'THE GATE AND CONTINUE 1.2 MILES TO A STOCK TANK AND WINDMILL.  BEAR
 FP0584'RIGHT TO THE SOUTHWEST CORNER OF THE FENCED AREA AND THEN LEFT ON THE
 FP0584'DIM TRACKS LEADING EAST FOR 0.65 MILE TO THE TOP OF THE MOST SOUTHERN
 FP0584'1 OF 2 SMALL HILLS AND THE STATION.  THE PROPERTY OWNER IS MR. WAYNE
 FP0584'WALLACE TELEPHONE 688-2744.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0244 ***********************************************************************
 CZ0244  DESIGNATION -  CRAY
 CZ0244  PID         -  CZ0244
 CZ0244  STATE/COUNTY-  AZ/PIMA
 CZ0244  USGS QUAD   -  TUCSON EAST (1992)
 CZ0244
 CZ0244                         *CURRENT SURVEY CONTROL
 CZ0244  ___________________________________________________________________
 CZ0244* NAD 83(1992)-  32 07 32.01711(N)    110 52 31.59656(W)     ADJUSTED  
 CZ0244* NAVD 88     -       835.14   (+/-2cm)    2740.0    (feet)  VERTCON   
 CZ0244  ___________________________________________________________________
 CZ0244  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CZ0244  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CZ0244
 CZ0244  HORZ ORDER  -  SECOND
 CZ0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0244
 CZ0244.The horizontal coordinates were established by classical geodetic methods
 CZ0244.and adjusted by the National Geodetic Survey in August 1993..
 CZ0244
 CZ0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0244.The vertical order pertains to the NGVD 29 superseded value.
 CZ0244
 CZ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0244
 CZ0244.The geoid height was determined by GEOID03.
 CZ0244
 CZ0244;                    North         East     Units Scale Factor Converg.
 CZ0244;SPC AZ C     -   125,263.503   311,606.676   MT  1.00001900   +0 33 13.5
 CZ0244;SPC AZ C     -   410,969.50  1,022,331.61   iFT  1.00001900   +0 33 13.5
 CZ0244;UTM  12      - 3,554,360.035   511,748.971   MT  0.99960170   +0 03 58.5
 CZ0244
 CZ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0244!SPC AZ C     -   0.99987347  x   1.00001900  =   0.99989247
 CZ0244!UTM  12      -   0.99987347  x   0.99960170  =   0.99947522
 CZ0244
 CZ0244|---------------------------------------------------------------------|
 CZ0244| PID    Reference Object                     Distance      Geod. Az  |
 CZ0244|                                                           dddmmss.s |
 CZ0244| CZ1825 HIGHWAY 80 STA 372+90.9 2738.54      14.241 METERS 00804     |
 CZ0244| CZ0246 CRAY RM 1                            22.845 METERS 09234     |
 CZ0244| CC7212 HIGHWAY 80 2707.12                                 3062918.3 |
 CZ0244|---------------------------------------------------------------------|
 CZ0244
 CZ0244                          SUPERSEDED SURVEY CONTROL
 CZ0244
 CZ0244  NAD 83(1986)-  32 07 32.01428(N)    110 52 31.59472(W) AD(       ) 2
 CZ0244  NAD 27      -  32 07 31.73310(N)    110 52 29.28210(W) AD(       ) 2
 CZ0244  NGVD 29 (??/??/92)  834.512  (m)         2737.89   (f) ADJ UNCH    2 0
 CZ0244
 CZ0244.Superseded values are not recommended for survey control.
 CZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0244.See file dsdata.txt to determine how the superseded data were derived.
 CZ0244
 CZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1174954360(NAD 83)
 CZ0244_MARKER: DS = TRIANGULATION STATION DISK
 CZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0244_STAMPING: CRAY 1960
 CZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0244+STABILITY: SURFACE MOTION
 CZ0244
 CZ0244  HISTORY     - Date     Condition        Report By
 CZ0244  HISTORY     - 1960     MONUMENTED       CGS
 CZ0244  HISTORY     - 1960     GOOD             CGS
 CZ0244  HISTORY     - 1967     GOOD             AMS
 CZ0244  HISTORY     - 1975     GOOD             NGS
 CZ0244  HISTORY     - 1975     GOOD             NGS
 CZ0244  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0244
 CZ0244                          STATION DESCRIPTION
 CZ0244
 CZ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 CZ0244'THE STATION IS AT THE CRAYCROFT OVERPASS, 6.9 MILES SOUTHEAST
 CZ0244'ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ0244'AND 89 IN SOUTH TUCSON, 5 FEET NORTHWEST FROM THE END OF
 CZ0244'THE BRIDGE ABUTMENT AT THE SOUTHWEST GUARDRAIL OF THE WEST
 CZ0244'BOUND LANE, 3 FEET SOUTHWARD OF THE CONCRETE SURFACE OF THE
 CZ0244'BRIDGE APPROACH, 18.3 FEET SOUTH FROM THE CENTERLINE STRIPE,
 CZ0244'SET IN A CYLINDRICAL CONCRETE POST WITH UNDERGROUND MARK,
 CZ0244'PROJECTING 3-INCHES AND STAMPED CRAY 1960, A STANDARD DISK.
 CZ0244'
 CZ0244'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL OF THE
 CZ0244'NORTHERLY GUARD CURB AT ABOUT THE CENTER OF THE OVERPASS
 CZ0244'STRUCTURE, 85 FEET FROM ITS WESTWARD END, STAMPED CRAY NO
 CZ0244'1 1960.  REFERENCE MARK 2 IS A BRONZE DISK OF THE ARIZONA
 CZ0244'HIGHWAY DEPARTMENT SET NEAR THE END OF THE SAME GUARD CURB,
 CZ0244'STAMPED 372 + 90.9 2738.54.
 CZ0244'
 CZ0244'THE AZIMUTH MARK, A BRONZE DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 CZ0244'SET IN THE SOUTHWEST CORNER OF THE GUARD CURB OF A BRIDGE
 CZ0244'CROSSING A LARGE WASH 0.4 MILE WESTWARD FROM THE STATION,
 CZ0244'ON THE WEST BOUND LANE 14.4 FEET FROM THE CENTER LINE OF
 CZ0244'THE HIGHWAY, IS STAMPED 2707.10.
 CZ0244
 CZ0244                          STATION RECOVERY (1960)
 CZ0244
 CZ0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0244'6.9 MI SE FROM TUCSON.
 CZ0244'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0244'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 74.95 FEET SOUTHWEST
 CZ0244'OF R.M. 1, 46.73 FEET SOUTH OF 372 + 90.9 (AHD), 18.3 FEET SOUTH OF
 CZ0244'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 5 FEET NORTHWEST OF A
 CZ0244'CONCRETE BRIDGE ABUTMENT, SET IN A SQUARE CONCRETE POST PROJECTING 3
 CZ0244'INCHES.
 CZ0244
 CZ0244                          STATION RECOVERY (1967)
 CZ0244
 CZ0244'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0244'MARK IS LOCATED APPROXIMATELY 36.0 AIRMILES (WNW) OF BENSON,
 CZ0244'ARIZONA.  6.0 AIRMILES (SE) OF INTERSECTION OF U.S. HWY 80
 CZ0244'AND 89 IN SOUTH TUCSON, ARIZONA.
 CZ0244'
 CZ0244'TO REACH MARK FROM INTERSECTION OF U.S. HWY 80 AND U.S. HWY 89 IN
 CZ0244'SOUTH TUCSON, ARIZONA, GO (SE) FOR 6.8 MILES ON U.S. HWY 80
 CZ0244'TO BRIDGE OVER CRAYCROFT ROAD AND STATION SITE.  MARK IS LOCATED
 CZ0244'AT THE (NW) END OF THE BRIDGE ABUTMENT OF THE WESTBOUND LANE
 CZ0244'OF U.S. HWY 80.  1.5 M (NW) OF (NW) BRIDGE ABUTMENT.  5.5 M (NE)
 CZ0244'OF CENTERLINE WESTBOUND LANE OF U.S. HWY 80.  IN THE MEDIAN
 CZ0244'BETWEEN THE EAST- AND WEST-BOUND LANES OF U.S. HWY 80.
 CZ0244'
 CZ0244'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A ROUND
 CZ0244'CONCRETE POST PROTRUDING 0.1 M ABOVE GROUND.  STAMPED CRAY 1960.
 CZ0244'
 CZ0244'R.M. 1 IS A USC AND GS BRONZE DISK SET IN THE CENTER OF THE
 CZ0244'NORTHERLY GUARD CURB OF THE WESTBOUND LANE OF U.S. HWY 80
 CZ0244'PROTRUDING 0.30 M.  STAMPED CRAY NO 1 1960.  IT IS LOCATED
 CZ0244'22.855 M (E) OF MARK AND A DE OF
 CZ0244'+0.07 M.
 CZ0244'
 CZ0244'R.M. 2 IS AN ARIZONA HIGHWAY BM LOCATED ON THE (NW) END
 CZ0244'OF THE SAME GUARD CURB AS R.M. 1.  STAMPED 2738.54 372+90.9.
 CZ0244'IT IS LOCATED 14.427 M (N) OF MARK
 CZ0244'AND A DE OF 0.00 M.
 CZ0244'
 CZ0244'AZIMUTH MARK IS AN ARIZONA HIGHWAY DISK SET IN A GUARD CURB
 CZ0244'PROTRUDING 0.3 M.  STAMPED 2707.12 (NOTE--ORIGINAL STAMP
 CZ0244'WAS 2707.10 AS DESCRIBED.  DISK WAS RE-STAMPED).  ANGLES
 CZ0244'WERE NOT TURNED TO AZ. MK. DUE TO ROAD SIGN OBSTRUCTION.
 CZ0244'IT IS LOCATED APPROXIMATELY 0.4 MILE FROM MARK
 CZ0244'ON THE (SW) CORNER OF GUARD CURB OF A BRIDGE
 CZ0244'CROSSING A LARGE WASH.
 CZ0244'
 CZ0244'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CZ0244'IN ALL DIRECTIONS.
 CZ0244
 CZ0244                          STATION RECOVERY (1975)
 CZ0244
 CZ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CZ0244'THE STATION WAS RECOVERED.  THE NORTHEAST CORNER
 CZ0244'OF THE MONUMENT HAS BEEN CHIPPED AND THE DISK SCRAPED BY
 CZ0244'ROAD MACHINERY.  THE DISK HOWEVER STILL REMAINS STURDILY
 CZ0244'IN THE MONUMENT.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CZ0244'NOT SEARCHED FOR.
 CZ0244'
 CZ0244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.9 MILES
 CZ0244'SE OF TUCSON
 CZ0244
 CZ0244                          STATION RECOVERY (1975)
 CZ0244
 CZ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0244'RECOVERED IN GOOD CONDITION.
 CZ0244
 CZ0244                          STATION RECOVERY (2006)
 CZ0244
 CZ0244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0244'MARK NOT FOUND.  HIGHWAY CONSTRUCTION MAY HAVE CAUSED LOST MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0246 ***********************************************************************
 CZ0246  DESIGNATION -  CRAY RM 1
 CZ0246  PID         -  CZ0246
 CZ0246  STATE/COUNTY-  AZ/PIMA
 CZ0246  USGS QUAD   -  TUCSON (1992)
 CZ0246
 CZ0246                         *CURRENT SURVEY CONTROL
 CZ0246  ___________________________________________________________________
 CZ0246* NAD 83(1986)-  32 07 33.     (N)    110 52 36.     (W)     SCALED    
 CZ0246* NAVD 88     -       835.30   (+/-2cm)    2740.5    (feet)  VERTCON   
 CZ0246  ___________________________________________________________________
 CZ0246  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0246
 CZ0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0246
 CZ0246.The horizontal coordinates were scaled from a topographic map and have
 CZ0246.an estimated accuracy of +/- 6 seconds.
 CZ0246
 CZ0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0246.The vertical order pertains to the NGVD 29 superseded value.
 CZ0246
 CZ0246.The geoid height was determined by GEOID03.
 CZ0246
 CZ0246;                    North         East    Units  Estimated Accuracy
 CZ0246;SPC AZ C     -   125,290.      311,490.      MT  (+/- 180 meters Scaled)
 CZ0246
 CZ0246                          SUPERSEDED SURVEY CONTROL
 CZ0246
 CZ0246  NGVD 29 (??/??/92)  834.672  (m)         2738.42   (f) ADJ UNCH    2 0
 CZ0246
 CZ0246.Superseded values are not recommended for survey control.
 CZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0246.See file dsdata.txt to determine how the superseded data were derived.
 CZ0246
 CZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA116543(NAD 83)
 CZ0246_MARKER: DR = REFERENCE MARK DISK
 CZ0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0246_SP_SET: BRIDGE CURB
 CZ0246_STAMPING: CRAY NO 1 1960
 CZ0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0246
 CZ0246  HISTORY     - Date     Condition        Report By
 CZ0246  HISTORY     - 1960     MONUMENTED       CGS
 CZ0246
 CZ0246                          STATION DESCRIPTION
 CZ0246
 CZ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0246'6.9 MI SE FROM TUCSON.
 CZ0246'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0246'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 74.95 FEET NORTHEAST
 CZ0246'OF THE STATION MARK, SET IN A DRILL HOLE IN THE CONCRETE BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0677 ***********************************************************************
 DW0677  DESIGNATION -  CRESENT
 DW0677  PID         -  DW0677
 DW0677  STATE/COUNTY-  AZ/LA PAZ
 DW0677  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0677
 DW0677                         *CURRENT SURVEY CONTROL
 DW0677  ___________________________________________________________________
 DW0677* NAD 83(1992)-  33 40 40.96459(N)    114 04 31.40376(W)     ADJUSTED  
 DW0677* NAVD 88     -       463.10   (+/-2cm)    1519.4    (feet)  VERTCON   
 DW0677  ___________________________________________________________________
 DW0677  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 DW0677  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0677
 DW0677  HORZ ORDER  -  SECOND
 DW0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0677
 DW0677.The horizontal coordinates were established by classical geodetic methods
 DW0677.and adjusted by the National Geodetic Survey in August 1993..
 DW0677
 DW0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0677.The vertical order pertains to the NGVD 29 superseded value.
 DW0677
 DW0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0677
 DW0677.The geoid height was determined by GEOID03.
 DW0677
 DW0677;                    North         East     Units Scale Factor Converg.
 DW0677;SPC AZ W     -   297,003.827   183,187.934   MT  0.99994455   -0 10 49.6
 DW0677;SPC AZ W     -   974,422.00    601,010.28   iFT  0.99994455   -0 10 49.6
 DW0677;UTM  11      - 3,730,298.634   771,141.742   MT  1.00050644   +1 37 21.9
 DW0677;UTM  12      - 3,730,705.031   214,874.319   MT  1.00060237   -1 42 23.5
 DW0677
 DW0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0677!SPC AZ W     -   0.99993224  x   0.99994455  =   0.99987679
 DW0677!UTM  11      -   0.99993224  x   1.00050644  =   1.00043864
 DW0677!UTM  12      -   0.99993224  x   1.00060237  =   1.00053457
 DW0677
 DW0677|---------------------------------------------------------------------|
 DW0677| PID    Reference Object                     Distance      Geod. Az  |
 DW0677|                                                           dddmmss.s |
 DW0677| DW0676 CRESENT RM 1                         13.014 METERS 05256     |
 DW0677| CE9220 CRESENT RM 2                          8.879 METERS 10042     |
 DW0677| CE9219 CRESENT AZ MK                                      1035639.3 |
 DW0677| DW0678 CRESENT RM 3                         13.171 METERS 32059     |
 DW0677|---------------------------------------------------------------------|
 DW0677
 DW0677                          SUPERSEDED SURVEY CONTROL
 DW0677
 DW0677  NAD 83(1986)-  33 40 40.96148(N)    114 04 31.41238(W) AD(       ) 2
 DW0677  NAD 27      -  33 40 40.86080(N)    114 04 28.62400(W) AD(       ) 2
 DW0677  NGVD 29 (??/??/??)  462.396  (m)         1517.04   (f) ADJUSTED    2 0
 DW0677
 DW0677.Superseded values are not recommended for survey control.
 DW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0677.See file dsdata.txt to determine how the superseded data were derived.
 DW0677
 DW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7114230299(NAD 83)
 DW0677_MARKER: DS = TRIANGULATION STATION DISK
 DW0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0677_STAMPING: CRESENT 1949
 DW0677_MARK LOGO: CGS   
 DW0677_PROJECTION: PROJECTING 10 CENTIMETERS
 DW0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0677+STABILITY: SURFACE MOTION
 DW0677
 DW0677  HISTORY     - Date     Condition        Report By
 DW0677  HISTORY     - 1949     MONUMENTED       CGS
 DW0677  HISTORY     - 1962     GOOD             CGS
 DW0677  HISTORY     - 1962     GOOD             NGS
 DW0677  HISTORY     - 1971     GOOD             AZHD
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677
 DW0677                          STATION DESCRIPTION
 DW0677
 DW0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0677'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST OF QUARTZSITE
 DW0677'AND 0.15 MILE NORTH OF U.S. HIGHWAY 60 ON THE FLAT AREA JUST
 DW0677'EAST OF A LARGE WASH.  THE STATION MARK PROJECTS 4 INCHES,
 DW0677'IS 12 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST AND IS STAMPED,
 DW0677'CRESENT 1949.
 DW0677'
 DW0677'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 DW0677'AS THE STATION MARK AND IS STAMPED, CRESENT NO 1 1949.
 DW0677'
 DW0677'REFERENCE MARK NO. 2 PROJECTS 10 INCHES, IS THE SAME ELEVATION
 DW0677'AS THE STATION MARK AND IS STAMPED, CRESENT NO 2 1949.
 DW0677'
 DW0677'THE AZIMUTH MARK PROJECTS 2 FEET, IS SET 20 PACES NORTH OF U.S.
 DW0677'HIGHWAY 60 AND 5 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 DW0677'STAMPED, CRESENT 1949.
 DW0677'
 DW0677'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.
 DW0677'GO EAST ON U.S. HIGHWAY 60, 9.2 MILE TO A BRIDGE.  CROSS BRIDGE
 DW0677'TURN LEFT, GO NORTH 0.15 MILE TO STATION.  A DRIVE STATION.
 DW0677
 DW0677                          STATION RECOVERY (1962)
 DW0677
 DW0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0677'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 DW0677'WITH THE EXCEPTION REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED.
 DW0677'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  DUE TO CHANGES
 DW0677'IN HIGHWAY A NEW DESCRIPTION FOLLOWS.
 DW0677'
 DW0677'STATION IS LOCATED ABOUT 9 MILES EAST OF QUARTZSITE, ABOUT 300
 DW0677'FEET SOUTH OF U.S. HIGHWAYS 60 AND 70 ON A FLAT AREA JUST EAST
 DW0677'OF A LARGE WASH.
 DW0677'
 DW0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60,
 DW0677'70 AND 95 IN THE EAST EDGE OF QUARTZSITE, GO EASTERLY ON U.S.
 DW0677'HIGHWAYS 60 AND 70 FOR 1.3 MILES TO DIVIDED HIGHWAY, CONTINUE
 DW0677'EASTERLY FOR 5.8 MILES TO THE END OF DIVIDED HIGHWAY, CONTINUE
 DW0677'EASTERLY FOR 0.85 MILE TO A SMALL BRIDGE OVER A WASH, CONTINUE
 DW0677'EASTERLY FOR 0.3 MILE TO THE STATION ABOUT 300 FEET ON THE
 DW0677'RIGHT.
 DW0677'
 DW0677'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DW0677'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 DW0677'STAMPED CRESENT 1949.  THE MARK IS 49 FEET EAST OF THE BANK
 DW0677'OF A WASH AND 15 FEET NORTH OF A WITNESS POST.
 DW0677'
 DW0677'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DW0677'IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED CRESENT
 DW0677'NO 1 1949.  THE MARK IS 54.5 FEET NORTH-NORTHEAST OF A WITNESS
 DW0677'POST.
 DW0677'
 DW0677'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DW0677'IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED CRESENT
 DW0677'NO 3 1949.  THE MARK IS 55 FEET NORTHWEST OF A WITNESS POST
 DW0677'AND 30 FEET EAST OF THE BANK OF WASH.
 DW0677'
 DW0677'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN A
 DW0677'BOULDER WHICH PROJECTS 2 FEET AND IS STAMPED CRESENT 1949.
 DW0677'THE MARK IS 20 PACES NORTH OF THE OLD HIGHWAY AND 5 FEET NORTH
 DW0677'OF A WITNESS POST.
 DW0677'
 DW0677'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 DW0677'FOR 0.1 MILE TO THE OLD HIGHWAY, TURN LEFT (EASTERLY)
 DW0677'ON OLD HIGHWAY FOR 0.85 MILE TO THE MARK ON THE HIGHEST PART
 DW0677'OF A ROCKY KNOLL ON THE LEFT.
 DW0677'
 DW0677'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 DW0677
 DW0677                          STATION RECOVERY (1962)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0677'9.4 MI E FROM QUARTZSITE.
 DW0677'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0677'OFFICE AT QUARTZSITE, 266 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DW0677'15.7 FEET SOUTH OF A WOODEN WITNESS POST, AND IS SET IN TOP OF A
 DW0677'CONCRETE POST PROJECTING 3 INCHES.
 DW0677
 DW0677                          STATION RECOVERY (1971)
 DW0677
 DW0677'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0677'GENERAL LOCATION ABOUT 9 MILES EAST OF QUARTZITE, ARIZONA.
 DW0677'
 DW0677'TO REACH FROM GOLD NUGGET ROAD OVERPASS, ALONG INT. 10,
 DW0677'SOUTH ON GOLD NUGGET ROAD, THENCE EAST ON THE OLD HIGHWAY
 DW0677'FOR 0.7 MILES AND TO THE NORTH FOR 0.1 MILES TO THE STATION,
 DW0677'MARKED BY A USC AND GS SIGN.
 DW0677'
 DW0677'STATION MARK IS A STANDARD USC AND GS TRIANGULATION
 DW0677'BRASS CAP, SET IN A 12 IN SQUARE POST, UP 0.4 FT, STAMPED,
 DW0677'CRESENT 1949.
 DW0677'
 DW0677'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK
 DW0677'BRASS CAPS, STAMPED, CRESENT NO 1 1949 AND CRESENT NO 3 1949
 DW0677'AND RESPECTIVELY 43 FT NORTHEAST OF AND 43 FT NORTHWEST OF
 DW0677'THE STATION MARK.
 DW0677'
 DW0677'AZIMUTH MARK CONTINUE 0.95 MILES ON THE OLD ROAD TO A
 DW0677'ROCK POINT AND TO THE AZIMUTH MARK ON THE LEFT AND THE HILL
 DW0677'TOP ABOUT 60 FT NORTH OF THE OLD ROAD, SET IN A BOULDER, A
 DW0677'STANDARD REFERENCE MARK BRASS CAP, STAMPED, CRESENT 1949.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0677'THE STATION, RM 1 AND RM 3 WERE FOUND AS DESCRIBED.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0677'THE STATION, RM 1 AND RM 3 WERE RECOVERED AS DECSRIBED.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0677'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0677'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0677'MILEPOST 27, SET IN TOP OF THE EAST EDGE OF A WASH, 82.3 METERS (270
 DW0677'FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES, 36.0 METERS (118
 DW0677'FT) SOUTH OF THE RIGHT-OF-WAY FENCE, 13.2 METERS (43.2 FT)
 DW0677'SOUTH-SOUTHWEST OF REFERENCE MARK 3, 12.9 METERS (42.7 FT)
 DW0677'WEST-SOUTHWEST OF REFERENCE MARK 1.  NOTE-MARK NOT LEVELED TO THIS
 DW0677'SURVEY.
 DW0677'THE MARK IS 4.8 METERS  N FROM  4 X 4 WOODEN WITNESS POS
 DW0677'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0676 ***********************************************************************
 DW0676  DESIGNATION -  CRESENT RM 1
 DW0676  PID         -  DW0676
 DW0676  STATE/COUNTY-  AZ/LA PAZ
 DW0676  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0676
 DW0676                         *CURRENT SURVEY CONTROL
 DW0676  ___________________________________________________________________
 DW0676* NAD 83(1986)-  33 40 41.     (N)    114 04 32.     (W)     SCALED    
 DW0676* NAVD 88     -       462.88   (+/-2cm)    1518.6    (feet)  VERTCON   
 DW0676  ___________________________________________________________________
 DW0676  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0676
 DW0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0676
 DW0676.The horizontal coordinates were scaled from a topographic map and have
 DW0676.an estimated accuracy of +/- 6 seconds.
 DW0676
 DW0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0676.The vertical order pertains to the NGVD 29 superseded value.
 DW0676
 DW0676.The geoid height was determined by GEOID03.
 DW0676
 DW0676;                    North         East    Units  Estimated Accuracy
 DW0676;SPC AZ W     -   297,010.      183,170.      MT  (+/- 180 meters Scaled)
 DW0676
 DW0676                          SUPERSEDED SURVEY CONTROL
 DW0676
 DW0676  NGVD 29 (??/??/??)  462.178  (m)         1516.33   (f) ADJUSTED    2 0
 DW0676
 DW0676.Superseded values are not recommended for survey control.
 DW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0676.See file dsdata.txt to determine how the superseded data were derived.
 DW0676
 DW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT711302(NAD 83)
 DW0676_MARKER: DR = REFERENCE MARK DISK
 DW0676_SETTING: 80 = SET IN A BOULDER
 DW0676_SP_SET: BOULDER
 DW0676_STAMPING: CRESENT NO 1 1949
 DW0676_MARK LOGO: CGS   
 DW0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0676+STABILITY: SURFACE MOTION
 DW0676
 DW0676  HISTORY     - Date     Condition        Report By
 DW0676  HISTORY     - 1949     MONUMENTED       CGS
 DW0676  HISTORY     - 1962     GOOD             NGS
 DW0676  HISTORY     - 1981     GOOD             NGS
 DW0676
 DW0676                          STATION DESCRIPTION
 DW0676
 DW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0676'9.4 MI E FROM QUARTZSITE.
 DW0676'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0676'POST OFFICE AT QUARTZSITE, 242 FEET SOUTH OF THE CENTER OF THE
 DW0676'HIGHWAY, 42.7 FEET NORTHEAST OF TRIANGULATION STATION CRESENT,
 DW0676'54.7 FEET NORTHEAST OF A WOODEN WITNESS POST, AND IS SET IN TOP
 DW0676'OF A 2 BY 2 FOOT ROCK PROJECTING 0.5 FOOT.
 DW0676
 DW0676                          STATION RECOVERY (1981)
 DW0676
 DW0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0676'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0676'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0676'MILEPOST 27, ON THE EAST EDGE OF A WASH, SET IN TOP OF A 2 X 2 FOOT
 DW0676'BOULDER PROJECTING 0.5 FOOT, 75.3 METERS (247 FT) SOUTH OF THE
 DW0676'CENTERLINE OF THE EAST-BOUND LANES, 29.0 METERS (95.0 FT) SOUTH OF THE
 DW0676'RIGHT-OF-WAY FENCE, 12.9 METERS (42.7 FT) EAST-NORTHEAST OF THE
 DW0676'TRIANGULATION. NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0676'THE MARK IS 17.4 METERS  NE FROM  4 X 4 WOODEN WITNESS POS
 DW0676'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0678 ***********************************************************************
 DW0678  DESIGNATION -  CRESENT RM 3
 DW0678  PID         -  DW0678
 DW0678  STATE/COUNTY-  AZ/LA PAZ
 DW0678  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0678
 DW0678                         *CURRENT SURVEY CONTROL
 DW0678  ___________________________________________________________________
 DW0678* NAD 83(1986)-  33 40 41.     (N)    114 04 32.     (W)     SCALED    
 DW0678* NAVD 88     -       462.68   (+/-2cm)    1518.0    (feet)  VERTCON   
 DW0678  ___________________________________________________________________
 DW0678  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0678
 DW0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0678
 DW0678.The horizontal coordinates were scaled from a topographic map and have
 DW0678.an estimated accuracy of +/- 6 seconds.
 DW0678
 DW0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0678.The vertical order pertains to the NGVD 29 superseded value.
 DW0678
 DW0678.The geoid height was determined by GEOID03.
 DW0678
 DW0678;                    North         East    Units  Estimated Accuracy
 DW0678;SPC AZ W     -   297,010.      183,170.      MT  (+/- 180 meters Scaled)
 DW0678
 DW0678                          SUPERSEDED SURVEY CONTROL
 DW0678
 DW0678  NGVD 29 (??/??/??)  461.978  (m)         1515.67   (f) ADJUSTED    2 0
 DW0678
 DW0678.Superseded values are not recommended for survey control.
 DW0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0678.See file dsdata.txt to determine how the superseded data were derived.
 DW0678
 DW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT711302(NAD 83)
 DW0678_MARKER: DR = REFERENCE MARK DISK
 DW0678_SETTING: 80 = SET IN A BOULDER
 DW0678_SP_SET: BOULDER
 DW0678_STAMPING: CRESENT NO3 1949
 DW0678_MARK LOGO: CGS   
 DW0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0678+STABILITY: SURFACE MOTION
 DW0678
 DW0678  HISTORY     - Date     Condition        Report By
 DW0678  HISTORY     - 1949     MONUMENTED       CGS
 DW0678  HISTORY     - 1962     GOOD             NGS
 DW0678  HISTORY     - 1981     GOOD             NGS
 DW0678
 DW0678                          STATION DESCRIPTION
 DW0678
 DW0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0678'9.4 MI E FROM QUARTZSITE.
 DW0678'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0678'POST OFFICE AT QUARTZSITE, 231 FEET SOUTH OF THE CENTER OF THE
 DW0678'HIGHWAY, 43.2 FEET NORTH NORTHWEST OF TRIANGULATION STATION
 DW0678'CRESENT, 55.4 FEET NORTH NORTHWEST OF A WOODEN WITNESS POST, AND
 DW0678'IS SET IN TOP OF A 2 BY 2 FOOT ROCK PROJECTING 5 INCHES.
 DW0678
 DW0678                          STATION RECOVERY (1981)
 DW0678
 DW0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0678'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0678'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0678'MILEPOST 27, ON TOP OF THE EAST EDGE OF A WASH, SET IN TOP OF A 1 X 2
 DW0678'FOOT BOULDER PROJECTING 0.3 FOOT, 71.6 METERS (235 FT) SOUTH OF THE
 DW0678'CENTERLINE OF THE EAST-BOUND LANES, 25.3 METERS (83.0 FT) SOUTH OF THE
 DW0678'RIGHT-OF-WAY FENCE, 13.2 METERS (43.2 FT) NORTH-NORTHWEST OF THE
 DW0678'TRIANGULATION STATION, NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0678'THE MARK IS 16.8 METERS  NW FROM  4 X 4 WOODEN WITNESS POS
 DW0678'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0266 ***********************************************************************
 ET0266  DESIGNATION -  CREST
 ET0266  PID         -  ET0266
 ET0266  STATE/COUNTY-  AZ/YAVAPAI
 ET0266  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0266
 ET0266                         *CURRENT SURVEY CONTROL
 ET0266  ___________________________________________________________________
 ET0266* NAD 83(1992)-  34 04 49.31960(N)    112 08 47.63278(W)     ADJUSTED  
 ET0266* NAVD 88     -       670.39   (+/-2cm)    2199.4    (feet)  VERTCON   
 ET0266  ___________________________________________________________________
 ET0266  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ET0266  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0266
 ET0266  HORZ ORDER  -  SECOND
 ET0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0266
 ET0266.The horizontal coordinates were established by classical geodetic methods
 ET0266.and adjusted by the National Geodetic Survey in August 1993..
 ET0266
 ET0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0266.The vertical order pertains to the NGVD 29 superseded value.
 ET0266
 ET0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0266
 ET0266.The geoid height was determined by GEOID03.
 ET0266
 ET0266;                    North         East     Units Scale Factor Converg.
 ET0266;SPC AZ C     -   341,591.319   192,143.046   MT  0.99990555   -0 07 43.8
 ET0266;SPC AZ C     - 1,120,706.43    630,390.57   iFT  0.99990555   -0 07 43.8
 ET0266;UTM  12      - 3,771,660.078   394,214.409   MT  0.99973795   -0 38 33.2
 ET0266
 ET0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0266!SPC AZ C     -   0.99989918  x   0.99990555  =   0.99980474
 ET0266!UTM  12      -   0.99989918  x   0.99973795  =   0.99963715
 ET0266
 ET0266:                Primary Azimuth Mark                     Grid Az
 ET0266:SPC AZ C     -  POINT                                    069 40 50.2
 ET0266:UTM  12      -  POINT                                    070 11 39.6
 ET0266
 ET0266|---------------------------------------------------------------------|
 ET0266| PID    Reference Object                     Distance      Geod. Az  |
 ET0266|                                                           dddmmss.s |
 ET0266| ET0926 POINT                               APPROX. 5.6 KM 0693306.4 |
 ET0266| ET0267 CREST RM 1                           10.063 METERS 14731     |
 ET0266| ET0265 CREST RM 2                           13.097 METERS 21815     |
 ET0266|---------------------------------------------------------------------|
 ET0266
 ET0266                          SUPERSEDED SURVEY CONTROL
 ET0266
 ET0266  NAD 83(1986)-  34 04 49.31394(N)    112 08 47.63480(W) AD(       ) 2
 ET0266  NAD 27      -  34 04 49.18820(N)    112 08 45.05510(W) AD(       ) 2
 ET0266  NGVD 29 (??/??/92)  669.768  (m)         2197.40   (f) ADJ UNCH    2 0
 ET0266
 ET0266.Superseded values are not recommended for survey control.
 ET0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0266.See file dsdata.txt to determine how the superseded data were derived.
 ET0266
 ET0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9421471660(NAD 83)
 ET0266_MARKER: DS = TRIANGULATION STATION DISK
 ET0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0266_SP_SET: MONUMENT
 ET0266_STAMPING: CREST 1958
 ET0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0266
 ET0266  HISTORY     - Date     Condition        Report By
 ET0266  HISTORY     - 1959     MONUMENTED       CGS
 ET0266  HISTORY     - 1959     GOOD             NGS
 ET0266
 ET0266                          STATION DESCRIPTION
 ET0266
 ET0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0266'THE STATION IS ON THE HIGHEST PART OF A HILL ABOUT 1 MILE NORTH
 ET0266'OF BLACK CANYON AND 0.1 MILE EAST OF STATE HIGHWAY 69, ON A
 ET0266'FLAT GRADED AREA BENEATH A POWER TRANSMISSION LINE.
 ET0266'
 ET0266'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON, GO
 ET0266'NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 1.3 MILES TO A GRADED
 ET0266'ROAD ON THE RIGHT.  TURN RIGHT ACROSS A STOCK GUARD AND FOLLOW
 ET0266'THE MAIN ROAD SOUTHEASTERLY FOR 0.25 MILE TO SUMMIT DRIVE, TURN
 ET0266'RIGHT AND FOLLOW SUMMIT DRIVE SOUTHERLY FOR 0.3 MILE TO THE TOP
 ET0266'OF THE GRADE AND RIDGECREST DRIVE.  TURN RIGHT ON RIDGECREST
 ET0266'DRIVE AND GO WESTERLY FOR 0.15 MILE TO A ROAD BENEATH THE
 ET0266'HIGH-LINE.  TURN RIGHT AND FOLLOW THE SERVICE ROAD NORTH FOR
 ET0266'0.05 MILE TO THE STATION ON THE RIGHT.
 ET0266'
 ET0266'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1958, SET IN
 ET0266'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 129
 ET0266'FEET SOUTH OF THE SOUTH LEG OF A STEEL POWER TRANSMISSION TOWER,
 ET0266'48 FEET EAST OF THE CENTER OF THE SERVICE ROAD AND 7.0 FEET
 ET0266'EAST OF A WITNESS POST.
 ET0266'
 ET0266'R.M. 1 IS A STANDARD DISK STAMPED CREST NO 1 1958, SET IN A
 ET0266'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 39.3
 ET0266'FEET SOUTHEAST OF THE WITNESS POST.
 ET0266'
 ET0266'R.M. 2 IS A STANDARD DISK STAMPED CREST NO 2 1958, SET IN A
 ET0266'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 42.3 FEET
 ET0266'SOUTH OF THE WITNESS POST.
 ET0266'
 ET0266'TRIANGULATION STATION POINT CAN BE USED AS AN AZIMUTH MARK.
 ET0266'(SEE DESCRIPTION THEREOF.)
 ET0266
 ET0266                          STATION RECOVERY (1959)
 ET0266
 ET0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0266'1.0 MI N FROM BLACK CANYON.
 ET0266'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0266'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0266'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMMIT DRIVE TO THE TOP OF THE
 ET0266'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0266'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 129 FEET SOUTH OF THE SOUTH LEG
 ET0266'OF A STEEL POWER TRANSMISSION TOWER, 48 FEET EAST OF THE CENTER OF THE
 ET0266'SERVICE ROAD, 7 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A
 ET0266'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1444 ***********************************************************************
 DA1444  DESIGNATION -  CREST
 DA1444  PID         -  DA1444
 DA1444  STATE/COUNTY-  AZ/PINAL
 DA1444  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1444
 DA1444                         *CURRENT SURVEY CONTROL
 DA1444  ___________________________________________________________________
 DA1444* NAD 83(1992)-  32 49 56.69755(N)    112 09 18.85289(W)     ADJUSTED  
 DA1444* NAVD 88     -       627.8    (meters)    2060.     (feet)  VERTCON   
 DA1444  ___________________________________________________________________
 DA1444  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA1444  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA1444
 DA1444  HORZ ORDER  -  FIRST
 DA1444
 DA1444.The horizontal coordinates were established by classical geodetic methods
 DA1444.and adjusted by the National Geodetic Survey in August 1993..
 DA1444
 DA1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1444
 DA1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1444
 DA1444.The geoid height was determined by GEOID03.
 DA1444
 DA1444;                    North         East     Units Scale Factor Converg.
 DA1444;SPC AZ C     -   203,193.048   191,024.997   MT  0.99990615   -0 07 45.7
 DA1444;SPC AZ C     -   666,643.86    626,722.43   iFT  0.99990615   -0 07 45.7
 DA1444;UTM  12      - 3,633,299.862   391,875.984   MT  0.99974415   -0 37 35.1
 DA1444
 DA1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1444!SPC AZ C     -   0.99990623  x   0.99990615  =   0.99981238
 DA1444!UTM  12      -   0.99990623  x   0.99974415  =   0.99965040
 DA1444
 DA1444|---------------------------------------------------------------------|
 DA1444| PID    Reference Object                     Distance      Geod. Az  |
 DA1444|                                                           dddmmss.s |
 DA1444| CH5032 CREST RM 1                           12.866 METERS 03654     |
 DA1444| DA0090 CREST AZ MK                                        0631617.2 |
 DA1444| CH5033 CREST RM 2                            9.738 METERS 32823     |
 DA1444| DA1446 CREST RM A                           26.756 METERS 34143     |
 DA1444|---------------------------------------------------------------------|
 DA1444
 DA1444                          SUPERSEDED SURVEY CONTROL
 DA1444
 DA1444  NAD 83(1986)-  32 49 56.68865(N)    112 09 18.85479(W) AD(       ) 1
 DA1444  NAD 27      -  32 49 56.51370(N)    112 09 16.35020(W) AD(       ) 1
 DA1444  NGVD 29 (07/19/86)  627.1    (m)         2057.     (f) VERT ANG       
 DA1444
 DA1444.Superseded values are not recommended for survey control.
 DA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1444.See file dsdata.txt to determine how the superseded data were derived.
 DA1444
 DA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9187633300(NAD 83)
 DA1444_MARKER: DS = TRIANGULATION STATION DISK
 DA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1444
 DA1444  HISTORY     - Date     Condition        Report By
 DA1444  HISTORY     - 1960     MONUMENTED       CGS
 DA1444  HISTORY     - 1961     GOOD             CGS
 DA1444  HISTORY     - 1968     GOOD             AMS
 DA1444  HISTORY     - 1971     GOOD             NGS
 DA1444
 DA1444                          STATION DESCRIPTION
 DA1444
 DA1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1444'THE STATION MARK IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF
 DA1444'STANFIELD AND 0.15 MILE SOUTH OF ARIZONA STATE HIGHWAY 84, ON
 DA1444'THE CREST OF A SMALL NORTH-SOUTH RIDGE.
 DA1444'
 DA1444'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD, GO
 DA1444'WEST ON ARIZONA STATE HIGHWAY 84 FOR 11.0 MILES TO A REST
 DA1444'AREA AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 DA1444'FOR 0.6 MILE TO METAL GATES IN THE RIGHT-OF-WAY FENCES ON
 DA1444'BOTH SIDES OF THE ROAD.  GO THROUGH THE GATE ON THE LEFT AND
 DA1444'DRIVE OR PACK SOUTHWARD TO THE HIGHEST PART OF THE RIDGE
 DA1444'AND THE STATION.  THE GATE WAS LOCKED WHEN THE STATION WAS
 DA1444'OCCUPIED.
 DA1444'
 DA1444'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1960, SET
 DA1444'IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 DA1444'AND IS 4.1 FEET SOUTH OF A WITNESS POST.
 DA1444'
 DA1444'R.M. 1 IS A STANDARD DISK STAMPED CREST NO 1 1960, SET IN
 DA1444'A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 DA1444'
 DA1444'R.M. 2 IS A STANDARD DISK STAMPED CREST NO 2 1960, SET IN
 DA1444'A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DA1444'
 DA1444'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREST 1960, SET
 DA1444'IN A DRILL HOLE IN THE 9-INCH CURBING ON THE SOUTH SIDE
 DA1444'OF THE EXIT DRIVEWAY OF THE REST AREA, 190 FEET EAST OF THE
 DA1444'WEST TERMINUS AND 2 FEET NORTH OF A SIGN MERGING TRAFFIC.
 DA1444
 DA1444                          STATION RECOVERY (1961)
 DA1444
 DA1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 DA1444'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 DA1444'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 DA1444'
 DA1444'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DA1444
 DA1444                          STATION RECOVERY (1968)
 DA1444
 DA1444'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 DA1444'RECOVERED AS DESCRIBED
 DA1444'
 DA1444'DESCRIPTION IS ADEQUATE
 DA1444'
 DA1444'R.M. NO 1 PUB. DIST. = 42.18
 DA1444'
 DA1444'R.M. NO 2 PUB. DIST. = 31.92
 DA1444'
 DA1444'R.M. NO 1 CHECK DIST = 42.20
 DA1444'
 DA1444'R.M. NO 2 CHECK DIST = 31.90
 DA1444'
 DA1444'AZIMUTH RECOVERED ALSO IN GOOD CONDITION.
 DA1444
 DA1444                          STATION RECOVERY (1971)
 DA1444
 DA1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1444'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DA1444'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A GREATER DISTANCE TO
 DA1444'REFERENCE MARK 1 OF 0.011 METER AND A GREATER DISTANCE OF 0.009
 DA1444'METER IN THE DISTANCE TO REFERENCE MARK 2 WERE NOTED AND VERIFIED AT
 DA1444'THIS TIME.  A DIFFERENCE OF MINUTES IN THE DIRECTION REFERENCE
 DA1444'MARK 2 WAS NOTED AT THIS DATE.  A COMPLETE NEW DESCRIPTION
 DA1444'FOLLOWS--
 DA1444'
 DA1444'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF STANFIELD, 1.3
 DA1444'MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 8 AND STATE HIGHWAY
 DA1444'84, ON PROPERTY OWNED BY THE U. S. GOVERNMENT, CONTROLLED BY THE
 DA1444'BUREAU OF LAND MANAGEMENT AND LEASED BY MR. MARION GETZWILLER,
 DA1444'CASA GRANDE, ARIZONA.
 DA1444'
 DA1444'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 8
 DA1444'AND STATE HIGHWAY 84 ABOUT 10.5 MILES SOUTHWEST OF STANFIELD GO
 DA1444'WEST ON INTERSTATE HIGHWAY 8 FOR 2.0 MILES TO THE AZIMUTH MARK ON
 DA1444'THE RIGHT AT THE WEST EXIT OF A REST AREA.  CONTINUE WEST ON
 DA1444'INTERSTATE HIGHWAY 8 FOR 0.6 MILE TO A CROSSOVER IN THE MEDIAN OF
 DA1444'THE HIGHWAY.  TURN LEFT AND GO SOUTH CROSSING THE EAST-BOUND LANE
 DA1444'FOR 0.1 MILE TO A GATE IN THE RIGHT-OF-WAY FENCE.  PASS THROUGH THE
 DA1444'GATE AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO
 DA1444'THE TOP OF THE RIDGE AND THE STATION.
 DA1444'
 DA1444'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1960, SET IN THE
 DA1444'TOP OF A ROUND CONCRETE MONUMENT THAT IS 6 INCHES IN DIAMETER AND IS
 DA1444'FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET SOUTH OF A METAL
 DA1444'WITNESS POST WITH SIGN AND ON THE HIGHEST POINT OF THE RIDGE.
 DA1444'
 DA1444'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CREST NO 1 1960, CEMENTED
 DA1444'IN DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES ABOVE THE GROUND
 DA1444'SURFACE.  IT IS 39.5 FEET NORTHEAST OF A METAL WITNESS POST WITH
 DA1444'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.
 DA1444'
 DA1444'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CREST NO 2 1960, CEMENTED
 DA1444'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES ABOVE THE
 DA1444'GROUND SURFACE.  IT IS 29 FEET NORTH OF A METAL WITNESS POST WITH
 DA1444'SIGN AND THE SAME ELEVATION AS THE STATION.
 DA1444'
 DA1444'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREST 1960, CEMENTED IN A
 DA1444'DRILL HOLE IN THE CURB ON THE SOUTH SIDE OF THE EXIT TO THE REST
 DA1444'AREA.  IT IS 190 FEET EAST OF THE WEST END OF THE EXIT OF THE REST
 DA1444'AREA, 34 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 DA1444'INTERSTATE HIGHWAY 8, 8 FEET SOUTH OF THE CENTER OF THE EXIT LAND
 DA1444'AND 9 INCHES ABOVE THE ROAD SURFACE.
 DA1444'
 DA1444'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA1444'
 DA1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 DA1444'SOUTHWEST OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0090 ***********************************************************************
 DA0090  DESIGNATION -  CREST AZ MK
 DA0090  PID         -  DA0090
 DA0090  STATE/COUNTY-  AZ/PINAL
 DA0090  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0090
 DA0090                         *CURRENT SURVEY CONTROL
 DA0090  ___________________________________________________________________
 DA0090* NAD 83(1986)-  32 50 05.     (N)    112 09 00.     (W)     SCALED    
 DA0090* NAVD 88     -       573.99   (+/-2cm)    1883.2    (feet)  VERTCON   
 DA0090  ___________________________________________________________________
 DA0090  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0090
 DA0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0090
 DA0090.The horizontal coordinates were scaled from a topographic map and have
 DA0090.an estimated accuracy of +/- 6 seconds.
 DA0090
 DA0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0090.The vertical order pertains to the NGVD 29 superseded value.
 DA0090
 DA0090.The geoid height was determined by GEOID03.
 DA0090
 DA0090;                    North         East    Units  Estimated Accuracy
 DA0090;SPC AZ C     -   203,450.      191,520.      MT  (+/- 180 meters Scaled)
 DA0090
 DA0090                          SUPERSEDED SURVEY CONTROL
 DA0090
 DA0090  NGVD 29 (??/??/92)  573.332  (m)         1881.01   (f) ADJ UNCH    2 0
 DA0090
 DA0090.Superseded values are not recommended for survey control.
 DA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0090.See file dsdata.txt to determine how the superseded data were derived.
 DA0090
 DA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB923335(NAD 83)
 DA0090_MARKER: DZ = AZIMUTH MARK DISK
 DA0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0090_SP_SET: CURB
 DA0090_STAMPING: CREST 1960
 DA0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0090
 DA0090  HISTORY     - Date     Condition        Report By
 DA0090  HISTORY     - 1960     MONUMENTED       CGS
 DA0090  HISTORY     - 1971     GOOD             NGS
 DA0090
 DA0090                          STATION DESCRIPTION
 DA0090
 DA0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0090'11 MI W FROM STANFIELD.
 DA0090'2 MILES WEST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 DA0090'HIGHWAY 84, 190 FEET EAST OF THE WEST END OF THE REST AREA, 34 FEET
 DA0090'NORTH OF THE CENTER OF THE WEST BOUND LANE, 8 FEET SOUTH OF THE CENTER
 DA0090'OF THE EXIT LANE, SET IN A DRILL HOLE IN THE SOUTH CURB OF THE EXIT
 DA0090'LANE.  CORNER OF NW 1/4, SEC 10, T 7 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0267 ***********************************************************************
 ET0267  DESIGNATION -  CREST RM 1
 ET0267  PID         -  ET0267
 ET0267  STATE/COUNTY-  AZ/YAVAPAI
 ET0267  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0267
 ET0267                         *CURRENT SURVEY CONTROL
 ET0267  ___________________________________________________________________
 ET0267* NAD 83(1986)-  34 04 49.     (N)    112 08 48.     (W)     SCALED    
 ET0267* NAVD 88     -       670.18   (+/-2cm)    2198.7    (feet)  VERTCON   
 ET0267  ___________________________________________________________________
 ET0267  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0267
 ET0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0267
 ET0267.The horizontal coordinates were scaled from a topographic map and have
 ET0267.an estimated accuracy of +/- 6 seconds.
 ET0267
 ET0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0267.The vertical order pertains to the NGVD 29 superseded value.
 ET0267
 ET0267.The geoid height was determined by GEOID03.
 ET0267
 ET0267;                    North         East    Units  Estimated Accuracy
 ET0267;SPC AZ C     -   341,580.      192,130.      MT  (+/- 180 meters Scaled)
 ET0267
 ET0267                          SUPERSEDED SURVEY CONTROL
 ET0267
 ET0267  NGVD 29 (??/??/92)  669.563  (m)         2196.72   (f) ADJ UNCH    2 0
 ET0267
 ET0267.Superseded values are not recommended for survey control.
 ET0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0267.See file dsdata.txt to determine how the superseded data were derived.
 ET0267
 ET0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942716(NAD 83)
 ET0267_MARKER: DR = REFERENCE MARK DISK
 ET0267_SETTING: 80 = SET IN A BOULDER
 ET0267_SP_SET: BOULDER
 ET0267_STAMPING: CREST NO 1 1958
 ET0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0267+STABILITY: SURFACE MOTION
 ET0267
 ET0267  HISTORY     - Date     Condition        Report By
 ET0267  HISTORY     - 1958     MONUMENTED       CGS
 ET0267  HISTORY     - 1959     GOOD             NGS
 ET0267
 ET0267                          STATION DESCRIPTION
 ET0267
 ET0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0267'1.0 MI N FROM BLACK CANYON.
 ET0267'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0267'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0267'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMITT DRIVE TO THE TOP OF THE
 ET0267'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0267'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 39 FEET SOUTHEAST OF THE
 ET0267'WITNESS POST, SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0265 ***********************************************************************
 ET0265  DESIGNATION -  CREST RM 2
 ET0265  PID         -  ET0265
 ET0265  STATE/COUNTY-  AZ/YAVAPAI
 ET0265  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0265
 ET0265                         *CURRENT SURVEY CONTROL
 ET0265  ___________________________________________________________________
 ET0265* NAD 83(1986)-  34 04 49.     (N)    112 08 48.     (W)     SCALED    
 ET0265* NAVD 88     -       670.18   (+/-2cm)    2198.7    (feet)  VERTCON   
 ET0265  ___________________________________________________________________
 ET0265  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0265
 ET0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0265
 ET0265.The horizontal coordinates were scaled from a topographic map and have
 ET0265.an estimated accuracy of +/- 6 seconds.
 ET0265
 ET0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0265.The vertical order pertains to the NGVD 29 superseded value.
 ET0265
 ET0265.The geoid height was determined by GEOID03.
 ET0265
 ET0265;                    North         East    Units  Estimated Accuracy
 ET0265;SPC AZ C     -   341,580.      192,130.      MT  (+/- 180 meters Scaled)
 ET0265
 ET0265                          SUPERSEDED SURVEY CONTROL
 ET0265
 ET0265  NGVD 29 (??/??/92)  669.566  (m)         2196.73   (f) ADJ UNCH    2 0
 ET0265
 ET0265.Superseded values are not recommended for survey control.
 ET0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0265.See file dsdata.txt to determine how the superseded data were derived.
 ET0265
 ET0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942716(NAD 83)
 ET0265_MARKER: DR = REFERENCE MARK DISK
 ET0265_SETTING: 80 = SET IN A BOULDER
 ET0265_SP_SET: BOULDER
 ET0265_STAMPING: CREST NO 2 1958
 ET0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0265+STABILITY: SURFACE MOTION
 ET0265
 ET0265  HISTORY     - Date     Condition        Report By
 ET0265  HISTORY     - 1958     MONUMENTED       CGS
 ET0265  HISTORY     - 1959     GOOD             NGS
 ET0265
 ET0265                          STATION DESCRIPTION
 ET0265
 ET0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0265'1.0 MI N FROM BLACK CANYON.
 ET0265'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0265'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0265'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMITT DRIVE TO THE TOP OF THE
 ET0265'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0265'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 42 FEET SOUTH OF THE WITNESS
 ET0265'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1446 ***********************************************************************
 DA1446  DESIGNATION -  CREST RM A
 DA1446  PID         -  DA1446
 DA1446  STATE/COUNTY-  AZ/PINAL
 DA1446  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1446
 DA1446                         *CURRENT SURVEY CONTROL
 DA1446  ___________________________________________________________________
 DA1446* NAD 83(1992)-  32 49 57.52224(N)    112 09 19.17561(W)     ADJUSTED  
 DA1446* NAVD 88     -       626.7    (meters)    2056.     (feet)  VERTCON   
 DA1446  ___________________________________________________________________
 DA1446  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA1446  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA1446
 DA1446  HORZ ORDER  -  FIRST
 DA1446
 DA1446.The horizontal coordinates were established by classical geodetic methods
 DA1446.and adjusted by the National Geodetic Survey in August 1993..
 DA1446
 DA1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1446
 DA1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1446
 DA1446.The geoid height was determined by GEOID03.
 DA1446
 DA1446;                    North         East     Units Scale Factor Converg.
 DA1446;SPC AZ C     -   203,218.470   191,016.662   MT  0.99990615   -0 07 45.8
 DA1446;SPC AZ C     -   666,727.26    626,695.09   iFT  0.99990615   -0 07 45.8
 DA1446;UTM  12      - 3,633,325.351   391,867.871   MT  0.99974417   -0 37 35.3
 DA1446
 DA1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1446!SPC AZ C     -   0.99990640  x   0.99990615  =   0.99981256
 DA1446!UTM  12      -   0.99990640  x   0.99974417  =   0.99965059
 DA1446
 DA1446:                Primary Azimuth Mark                     Grid Az
 DA1446:SPC AZ C     -  LINE                                     090 57 08.2
 DA1446:UTM  12      -  LINE                                     091 26 57.7
 DA1446
 DA1446|---------------------------------------------------------------------|
 DA1446| PID    Reference Object                     Distance      Geod. Az  |
 DA1446|                                                           dddmmss.s |
 DA1446| CZ1206 LINE                                APPROX.14.7 KM 0904922.4 |
 DA1446| DA1444 CREST                                26.756 METERS 16143     |
 DA1446|---------------------------------------------------------------------|
 DA1446
 DA1446                          SUPERSEDED SURVEY CONTROL
 DA1446
 DA1446  NAD 83(1986)-  32 49 57.51355(N)    112 09 19.17759(W) AD(       ) 1
 DA1446  NAD 27      -  32 49 57.33842(N)    112 09 16.67290(W) AD(       ) 1
 DA1446  NGVD 29 (07/19/86)  626.0    (m)         2054.     (f) VERT ANG       
 DA1446
 DA1446.Superseded values are not recommended for survey control.
 DA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1446.See file dsdata.txt to determine how the superseded data were derived.
 DA1446
 DA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9186833325(NAD 83)
 DA1446_MARKER: DR = REFERENCE MARK DISK
 DA1446_SETTING: 66 = SET IN ROCK OUTCROP
 DA1446_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1446+STABILITY: POSITION/ELEVATION WELL
 DA1446
 DA1446  HISTORY     - Date     Condition        Report By
 DA1446  HISTORY     - 1971     MONUMENTED       NGS
 DA1446
 DA1446                          STATION DESCRIPTION
 DA1446
 DA1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1446'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF STANFIELD, 1.3
 DA1446'MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 8 AND STATE
 DA1446'HIGHWAY 84, ON PROPERTY OWNED BY THE U. S. GOVERNMENT, CONTROLLED
 DA1446'BY THE BUREAU OF LAND MANAGEMENT AND LEASED BY MR. MARION
 DA1446'GETZWILLER, BOX 27, CASS GRANDE, ARIZONA.
 DA1446'
 DA1446'THE STATION MARK IS A STANDARD DISK STAMPED GUEST RM A 1971,
 DA1446'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DA1446'GROUND SURFACE.  IT IS 84 FEET NORTH OF A METAL WITNESS POST WITH
 DA1446'SIGN.
 DA1446'
 DA1446'FOR A ROUTE TO REACH THE STATION SEE THE RECOVERY NOTE FOR CREST
 DA1446'1960.
 DA1446'
 DA1446'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CREST 1960,
 DA1446'THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION IS NOTED
 DA1446'BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1156 ***********************************************************************
 DA1156  DESIGNATION -  CRIST
 DA1156  PID         -  DA1156
 DA1156  STATE/COUNTY-  AZ/YUMA
 DA1156  USGS QUAD   -  DATELAND (1982)
 DA1156
 DA1156                         *CURRENT SURVEY CONTROL
 DA1156  ___________________________________________________________________
 DA1156* NAD 83(1992)-  32 46 14.46806(N)    113 36 28.49451(W)     ADJUSTED  
 DA1156* NAVD 88     -       124.260  (meters)     407.68   (feet)  ADJUSTED  
 DA1156  ___________________________________________________________________
 DA1156  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1156  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1156  DYNAMIC HT  -         124.118 (meters)     407.21  (feet)  COMP
 DA1156  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DA1156
 DA1156  HORZ ORDER  -  SECOND
 DA1156  VERT ORDER  -  FIRST     CLASS II
 DA1156
 DA1156.The horizontal coordinates were established by classical geodetic methods
 DA1156.and adjusted by the National Geodetic Survey in August 1993..
 DA1156
 DA1156.The orthometric height was determined by differential leveling
 DA1156.and adjusted by the National Geodetic Survey in June 1991..
 DA1156
 DA1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1156
 DA1156.The geoid height was determined by GEOID03.
 DA1156
 DA1156.The dynamic height is computed by dividing the NAVD 88
 DA1156.geopotential number by the normal gravity value computed on the
 DA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1156.degrees latitude (g = 980.6199 gals.).
 DA1156
 DA1156.The modeled gravity was interpolated from observed gravity values.
 DA1156
 DA1156;                    North         East     Units Scale Factor Converg.
 DA1156;SPC AZ W     -   196,338.039   226,671.647   MT  0.99993552   +0 04 36.9
 DA1156;SPC AZ W     -   644,153.67    743,673.38   iFT  0.99993552   +0 04 36.9
 DA1156;UTM  12      - 3,628,876.095   255,715.984   MT  1.00033588   -1 24 44.3
 DA1156
 DA1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1156!SPC AZ W     -   0.99998558  x   0.99993552  =   0.99992111
 DA1156!UTM  12      -   0.99998558  x   1.00033588  =   1.00032146
 DA1156
 DA1156|---------------------------------------------------------------------|
 DA1156| PID    Reference Object                     Distance      Geod. Az  |
 DA1156|                                                           dddmmss.s |
 DA1156| DA1157 CRIST RM 1                           27.346 METERS 10019     |
 DA1156| DA1094 E 323                                29.018 METERS 21211     |
 DA1156| DA1155 STOVAL RM 4 AZIMUTH                                2454930.3 |
 DA1156|---------------------------------------------------------------------|
 DA1156
 DA1156                          SUPERSEDED SURVEY CONTROL
 DA1156
 DA1156  NAD 83(1986)-  32 46 14.46277(N)    113 36 28.50091(W) AD(       ) 2
 DA1156  NAD 27      -  32 46 14.28950(N)    113 36 25.79690(W) AD(       ) 2
 DA1156  NGVD 29 (??/??/92)  123.659  (m)          405.70   (f) ADJ UNCH    1 2
 DA1156
 DA1156.Superseded values are not recommended for survey control.
 DA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1156.See file dsdata.txt to determine how the superseded data were derived.
 DA1156
 DA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5571628876(NAD 83)
 DA1156_MARKER: DS = TRIANGULATION STATION DISK
 DA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1156_STAMPING: CRIST 1960
 DA1156_MARK LOGO: CGS   
 DA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1156+STABILITY: SURFACE MOTION
 DA1156
 DA1156  HISTORY     - Date     Condition        Report By
 DA1156  HISTORY     - 1960     MONUMENTED       CGS
 DA1156  HISTORY     - 1960     GOOD             CGS
 DA1156  HISTORY     - 1965     GOOD             USGS
 DA1156  HISTORY     - 1967     GOOD             CGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156
 DA1156                          STATION DESCRIPTION
 DA1156
 DA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1156'THE STATION IS 4.6 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1156'DATELAND POST OFFICE, 105 FEET NORTH OF THE CENTER LINE OF
 DA1156'THE SOUTHERN PACIFIC RAILROAD, 49 FEET SOUTH OF THE CENTER
 DA1156'LINE OF THE OLD ALIGNMENT OF U.S. HIGHWAY 80 AND 4.5 FEET
 DA1156'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1156'
 DA1156'THE STATION AND UNDERGROUND MARK, STAMPED CRIST 1960, ARE
 DA1156'STANDARD TRAVERSE DISKS WITH THE SURFACE MARK SET IN A SQUARE
 DA1156'CONCRETE POST PROJECTING 6 INCHES.
 DA1156'
 DA1156'REFERENCE MARK 1, STAMPED CRIST NO 1 1960, IS A STANDARD
 DA1156'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 DA1156'IS 49.5 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC
 DA1156'RAILROAD AND 31 FEET WEST OF A TELEGRAPH POLE.
 DA1156'
 DA1156'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED
 DA1156'B M E 323 1952, SET IN A CYLINDRICAL CONCRETE POST 47.5 FEET
 DA1156'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD,
 DA1156'3 FEET WEST OF RAILROAD MILEPOST AND 2 FEET EAST OF A WOODEN
 DA1156'WITNESS POST.
 DA1156'
 DA1156'THE AZIMUTH MARK, STAMPED STOVAL NO 4 1934, IS A STANDARD
 DA1156'REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA1156'4 INCHES.  IT IS 0.9 MILE WEST OF THE STATION, 2-1/2 POLES
 DA1156'EAST OF RAILROAD MILEPOST 801, 86 FEET NORTH OF THE CENTER
 DA1156'LINE OF THE SOUTHERN PACIFIC RAILROAD, 48 FEET SOUTH OF THE
 DA1156'CENTER LINE OF U.S. HIGHWAY 80 AND 2 FEET EAST OF A METAL
 DA1156'WITNESS POST WITH SIGN ATTACHED.  THIS DISK WITH THE CONCRETE
 DA1156'POST IS THE SAME AS WAS FORMERLY STOVAL R.M. 3, FOUND REMOVED
 DA1156'FROM THE GROUND AND RESET AT THIS NEW LOCATION AND ITS
 DA1156'DESIGNATION CHANGED.
 DA1156
 DA1156                          STATION RECOVERY (1960)
 DA1156
 DA1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA1156'4.6 MI W FROM DATELAND.
 DA1156'4.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1156'95.20 FEET NORTHEAST OF B.M. E 323, 89.72 FEET NORTHWEST OF R.M. 1,
 DA1156'105 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS, 49 FEET SOUTH OF
 DA1156'THE CENTERLINE OF ABANDONED HIGHWAY 80, 4.5 FEET WEST OF A METAL
 DA1156'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 6
 DA1156'INCHES.
 DA1156
 DA1156                          STATION RECOVERY (1965)
 DA1156
 DA1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1156'STATION WAS RECOVERED.
 DA1156'
 DA1156'LOCATION OF DATELAND POST OFFICE HAS BEEN CHANGED.  LOCATION OF
 DA1156'U.S. HWY. 80 HAS ALSO BEEN CHANGED.  NEW DESCRIPTION SHOULD
 DA1156'READ--0.2 MILE SOUTH FROM DATELAND POST OFFICE.  THENCE 4.6
 DA1156'MILES WEST ALONG FORMER U.S. HWY. 80.
 DA1156
 DA1156                          STATION RECOVERY (1967)
 DA1156
 DA1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1156'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DA1156'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DA1156'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1156'
 DA1156'TO REACH FROM THE POST OFFICE AT DATELAND, GO SOUTH ON THE
 DA1156'MAIN PAVED ROAD FOR 0.3 MILES TO THE OLD U.S. HIGHWAY 80.
 DA1156'TURN RIGHT AND GO WEST ON THE OLD HIGHWAY FOR 4.6 MILES TO THE
 DA1156'STATION ON THE LEFT.
 DA1156'
 DA1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 DA1156'WEST OF DATELAND, 0.1 MILE SOUTH OF INTERSTATE 8, 55 FEET
 DA1156'SOUTH OF OLD HIGHWAY 80 AND 50 FEET NORTH OF THE SOUTHERN
 DA1156'PACIFIC RAILROAD TRACKS.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1157 ***********************************************************************
 DA1157  DESIGNATION -  CRIST RM 1
 DA1157  PID         -  DA1157
 DA1157  STATE/COUNTY-  AZ/YUMA
 DA1157  USGS QUAD   -  DATELAND (1982)
 DA1157
 DA1157                         *CURRENT SURVEY CONTROL
 DA1157  ___________________________________________________________________
 DA1157* NAD 83(1986)-  32 46 13.     (N)    113 36 27.     (W)     SCALED    
 DA1157* NAVD 88     -       124.097  (meters)     407.14   (feet)  ADJUSTED  
 DA1157  ___________________________________________________________________
 DA1157  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1157  DYNAMIC HT  -         123.954 (meters)     406.67  (feet)  COMP
 DA1157  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DA1157
 DA1157  VERT ORDER  -  FIRST     CLASS II
 DA1157
 DA1157.The horizontal coordinates were scaled from a topographic map and have
 DA1157.an estimated accuracy of +/- 6 seconds.
 DA1157
 DA1157.The orthometric height was determined by differential leveling
 DA1157.and adjusted by the National Geodetic Survey in June 1991..
 DA1157
 DA1157.The geoid height was determined by GEOID03.
 DA1157
 DA1157.The dynamic height is computed by dividing the NAVD 88
 DA1157.geopotential number by the normal gravity value computed on the
 DA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1157.degrees latitude (g = 980.6199 gals.).
 DA1157
 DA1157.The modeled gravity was interpolated from observed gravity values.
 DA1157
 DA1157;                    North         East    Units  Estimated Accuracy
 DA1157;SPC AZ W     -   196,290.      226,710.      MT  (+/- 180 meters Scaled)
 DA1157
 DA1157                          SUPERSEDED SURVEY CONTROL
 DA1157
 DA1157  NGVD 29 (??/??/92)  123.495  (m)          405.17   (f) ADJ UNCH    1 2
 DA1157
 DA1157.Superseded values are not recommended for survey control.
 DA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1157.See file dsdata.txt to determine how the superseded data were derived.
 DA1157
 DA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB557288(NAD 83)
 DA1157_MARKER: DR = REFERENCE MARK DISK
 DA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1157_STAMPING: CRIST NO 1 1960
 DA1157_MARK LOGO: CGS   
 DA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1157+STABILITY: SURFACE MOTION
 DA1157
 DA1157  HISTORY     - Date     Condition        Report By
 DA1157  HISTORY     - 1960     MONUMENTED       CGS
 DA1157  HISTORY     - 1981     GOOD             NGS
 DA1157  HISTORY     - 1981     GOOD             NGS
 DA1157
 DA1157                          STATION DESCRIPTION
 DA1157
 DA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1157'4.6 MI W FROM DATELAND.
 DA1157'4.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1157'89.72 FEET SOUTHEAST OF THE STATION MARK, 49 FEET NORTH OF THE CENTER
 DA1157'OF THE RAILROAD, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA1157
 DA1157                          STATION RECOVERY (1981)
 DA1157
 DA1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1157'RECOVERED IN GOOD CONDITION.
 DA1157
 DA1157                          STATION RECOVERY (1981)
 DA1157
 DA1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1275 ***********************************************************************
 DA1275  DESIGNATION -  CRISTOBAL
 DA1275  PID         -  DA1275
 DA1275  STATE/COUNTY-  AZ/PIMA
 DA1275  USGS QUAD   -  GRANITE MOUNTAINS SOUTH (1990)
 DA1275
 DA1275                         *CURRENT SURVEY CONTROL
 DA1275  ___________________________________________________________________
 DA1275* NAD 83(1992)-  32 21 03.76293(N)    113 17 09.13709(W)     ADJUSTED  
 DA1275* NAVD 88     -       697.9    (meters)    2290.     (feet)  VERTCON   
 DA1275  ___________________________________________________________________
 DA1275  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DA1275  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA1275
 DA1275  HORZ ORDER  -  THIRD
 DA1275
 DA1275.The horizontal coordinates were established by classical geodetic methods
 DA1275.and adjusted by the National Geodetic Survey in August 1993..
 DA1275
 DA1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1275
 DA1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1275
 DA1275.The geoid height was determined by GEOID03.
 DA1275
 DA1275;                    North         East     Units Scale Factor Converg.
 DA1275;SPC AZ C     -   150,614.604    84,482.519   MT  1.00010476   -0 43 58.0
 DA1275;SPC AZ C     -   494,142.40    277,173.62   iFT  1.00010476   -0 43 58.0
 DA1275;UTM  12      - 3,581,644.388   284,889.342   MT  1.00017065   -1 13 25.1
 DA1275
 DA1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1275!SPC AZ C     -   0.99989552  x   1.00010476  =   1.00000027
 DA1275!UTM  12      -   0.99989552  x   1.00017065  =   1.00006616
 DA1275
 DA1275:                Primary Azimuth Mark                     Grid Az
 DA1275:SPC AZ C     -  GROWLER                                  069 55 26.6
 DA1275:UTM  12      -  GROWLER                                  070 24 53.7
 DA1275
 DA1275|---------------------------------------------------------------------|
 DA1275| PID    Reference Object                     Distance      Geod. Az  |
 DA1275|                                                           dddmmss.s |
 DA1275| DA1411 GROWLER                             APPROX.18.6 KM 0691128.6 |
 DA1275|---------------------------------------------------------------------|
 DA1275
 DA1275                          SUPERSEDED SURVEY CONTROL
 DA1275
 DA1275  NAD 83(1986)-  32 21 03.74116(N)    113 17 09.14276(W) AD(       ) 3
 DA1275  NGVD 29 (06/20/88)  697.2    (m)         2287.     (f) VERT ANG       
 DA1275
 DA1275.Superseded values are not recommended for survey control.
 DA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1275.See file dsdata.txt to determine how the superseded data were derived.
 DA1275
 DA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8488981644(NAD 83)
 DA1275_MARKER: DS = TRIANGULATION STATION DISK
 DA1275_SETTING: 66 = SET IN ROCK OUTCROP
 DA1275_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1275+STABILITY: POSITION/ELEVATION WELL
 DA1275
 DA1275  HISTORY     - Date     Condition        Report By
 DA1275  HISTORY     - 1962     MONUMENTED       AMS
 DA1275
 DA1275                          STATION DESCRIPTION
 DA1275
 DA1275'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1275'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1275'
 DA1275'LOCATED ABOUT 26 MI W. OF AJO, 10 MI SSW. OF TONY TANK.  ON
 DA1275'GRANITE MOUNTAIN RANGE.
 DA1275'
 DA1275'REACHED BY HELICOPTER.
 DA1275'
 DA1275'STATION MARK--USE DISK
 DA1275'STAMPED---CRISTOBAL ARMY MAP SERVICE 1962---, CEMENTED IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
 DA1275'
 DA1275'RM 1--USE RM DISK
 DA1275'STAMPED---CRISTOBAL RM NO 1 ARMY MAP SERVICE 1962---, IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
 DA1275'
 DA1275'RM 2--USE RM DISK
 DA1275'STAMPED---CRISTOBAL RM NO 2 ARMY MAP SERVICE 1962---, IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0892 ***********************************************************************
 FR0892  DESIGNATION -  CROOKTON ATT CO RELAY TOWER
 FR0892  PID         -  FR0892
 FR0892  STATE/COUNTY-  AZ/YAVAPAI
 FR0892  USGS QUAD   -  CROOKTON (1973)
 FR0892
 FR0892                         *CURRENT SURVEY CONTROL
 FR0892  ___________________________________________________________________
 FR0892* NAD 83(1992)-  35 16 41.41513(N)    112 42 27.25149(W)     ADJUSTED  
 FR0892* NAVD 88     -                                                        
 FR0892  ___________________________________________________________________
 FR0892  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FR0892  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0892
 FR0892  HORZ ORDER  -  THIRD
 FR0892
 FR0892.The horizontal coordinates were established by classical geodetic methods
 FR0892.and adjusted by the National Geodetic Survey in August 1993..
 FR0892
 FR0892
 FR0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0892
 FR0892.The geoid height was determined by GEOID03.
 FR0892
 FR0892;                    North         East     Units Scale Factor Converg.
 FR0892;SPC AZ C     -   474,719.086   141,411.515   MT  0.99996377   -0 27 24.5
 FR0892;SPC AZ C     - 1,557,477.32    463,948.54   iFT  0.99996377   -0 27 24.5
 FR0892;UTM  12      - 3,905,228.621   344,702.866   MT  0.99989722   -0 59 11.0
 FR0892
 FR0892                          SUPERSEDED SURVEY CONTROL
 FR0892
 FR0892  NAD 83(1986)-  35 16 41.41321(N)    112 42 27.24943(W) AD(       ) 4
 FR0892  NAD 27      -  35 16 41.38500(N)    112 42 24.61400(W) AD(       ) 3
 FR0892
 FR0892.Superseded values are not recommended for survey control.
 FR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0892.See file dsdata.txt to determine how the superseded data were derived.
 FR0892
 FR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4470305229(NAD 83)
 FR0892_MARKER: 55 = TOWER
 FR0892
 FR0892  HISTORY     - Date     Condition        Report By
 FR0892  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0892
 FR0892                          STATION DESCRIPTION
 FR0892
 FR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0892'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF ASH FORK,
 FR0892'ABOUT 10 MILES SOUTHEAST OF SELIGMAN, ABOUT 2 MILES SOUTHEAST
 FR0892'OF THE CROOKTON OVERPASS, ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY
 FR0892'66 AND IS ON TOP OF A SMALL HILL.
 FR0892'
 FR0892'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0892'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 66, TURN LEFT, GO EAST
 FR0892'ON U.S. HIGHWAY 66 FOR 9.2 MILES TO THE CROOKTON OVERPASS,
 FR0892'CONTINUE SOUTHEAST ON U.S. HIGHWAY 66 FOR 1.6 MILES TO A SIDE
 FR0892'ROAD RIGHT, JUST BEFORE REACHING TOP OF HILL, TURN RIGHT,
 FR0892'CROSS CATTLE GUARD AND GO SOUTHEAST ON A BLADED ROAD FOR 0.2
 FR0892'MILE TO FORKS, TAKE RIGHT FORK, GO SOUTHWEST ON A BLADED
 FR0892'ROAD FOR 0.25 MILE TO TOP OF HILL AND THE STATION ON THE WEST
 FR0892'SIDE OF A YELLOW CONCRETE BLOCK BUILDING.
 FR0892'
 FR0892'THE STATION IS A STEEL TOWER WITH FOUR LEGS, HAS FOUR LARGE
 FR0892'REFLECTORS ON TOP AND IS APPROXIMATELY 35 FEET HIGH.
 FR0892'
 FR0892'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1032 ***********************************************************************
 ET1032  DESIGNATION -  CROSBY
 ET1032  PID         -  ET1032
 ET1032  STATE/COUNTY-  AZ/YAVAPAI
 ET1032  USGS QUAD   -  THORN PEAK (1967)
 ET1032
 ET1032                         *CURRENT SURVEY CONTROL
 ET1032  ___________________________________________________________________
 ET1032* NAD 83(1992)-  34 29 14.59399(N)    113 07 38.22905(W)     ADJUSTED  
 ET1032* NAVD 88     -      1324.2    (meters)    4344.     (feet)  VERTCON   
 ET1032  ___________________________________________________________________
 ET1032  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 ET1032  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET1032
 ET1032  HORZ ORDER  -  SECOND
 ET1032
 ET1032.The horizontal coordinates were established by classical geodetic methods
 ET1032.and adjusted by the National Geodetic Survey in August 1993..
 ET1032
 ET1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1032
 ET1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1032
 ET1032.The geoid height was determined by GEOID03.
 ET1032
 ET1032;                    North         East     Units Scale Factor Converg.
 ET1032;SPC AZ C     -   387,377.952   102,168.141   MT  1.00005235   -0 41 08.0
 ET1032;SPC AZ C     - 1,270,925.04    335,197.31   iFT  1.00005235   -0 41 08.0
 ET1032;UTM  12      - 3,818,252.494   304,662.613   MT  1.00007034   -1 12 17.7
 ET1032
 ET1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1032!SPC AZ C     -   0.99979667  x   1.00005235  =   0.99984901
 ET1032!UTM  12      -   0.99979667  x   1.00007034  =   0.99986700
 ET1032
 ET1032|---------------------------------------------------------------------|
 ET1032| PID    Reference Object                     Distance      Geod. Az  |
 ET1032|                                                           dddmmss.s |
 ET1032| CH2995 CROSBY RM 2                           4.931 METERS 25032     |
 ET1032| ET0586 PIKE                                APPROX. 3.7 KM 3324506.9 |
 ET1032| CH2994 CROSBY RM 1                          14.307 METERS 35152     |
 ET1032|---------------------------------------------------------------------|
 ET1032
 ET1032                          SUPERSEDED SURVEY CONTROL
 ET1032
 ET1032  NAD 83(1986)-  34 29 14.59393(N)    113 07 38.23581(W) AD(       ) 2
 ET1032  NAD 27      -  34 29 14.52100(N)    113 07 35.54300(W) AD(       ) 2
 ET1032  NGVD 29 (07/19/86) 1323.4    (m)         4342.     (f) VERT ANG       
 ET1032
 ET1032.Superseded values are not recommended for survey control.
 ET1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1032.See file dsdata.txt to determine how the superseded data were derived.
 ET1032
 ET1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0466318252(NAD 83)
 ET1032_MARKER: DS = TRIANGULATION STATION DISK
 ET1032_SETTING: 66 = SET IN ROCK OUTCROP
 ET1032_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1032
 ET1032  HISTORY     - Date     Condition        Report By
 ET1032  HISTORY     - 1944     MONUMENTED       CGS
 ET1032  HISTORY     - 1967     GOOD             USGS
 ET1032  HISTORY     - 1969     GOOD             USGS
 ET1032  HISTORY     - 1972     GOOD             AZHD
 ET1032  HISTORY     - 1980     GOOD             AZDT
 ET1032
 ET1032                          STATION DESCRIPTION
 ET1032
 ET1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1032'STATION IS 31-1/2 MILES (AIR LINE) ESE OF WIKIEUP AND 2 MILES
 ET1032'(AIR LINE) SSW OF PIKES SERVICE STATION.  IT IS ON THE MOST
 ET1032'PROMINENT PEAK IN THE VICINITY, A BALD AND ROCKY MOUNTAIN.
 ET1032'THE PEAK IS IN THE FIRST RANGE OF MOUNTAINS W OF SANTA MARIA
 ET1032'RIVER.
 ET1032'
 ET1032'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 ET1032'WITH THE SURROUNDING SURFACE AND IS STAMPED CROSBY 1944.  IT
 ET1032'IS 25-1/2 FEET NE OF THE HIGHEST POINT OF THE MOST SW SUMMIT
 ET1032'OF THE MOUNTAIN.
 ET1032'
 ET1032'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1032'PROJECTING 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ET1032'STAMPED CROSBY NO 1 1944.  IT IS ABOUT 6 INCHES LOWER IN
 ET1032'ELEVATION THAN THE STATION MARK.
 ET1032'
 ET1032'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1032'PROJECTING 5 FEET ABOVE THE SURROUNDING SURFACE AND IS STAMPED
 ET1032'CROSBY NO 2 1944.  IT IS ABOUT 18 INCHES HIGHER IN ELEVATION
 ET1032'THAN THE STATION MARK.
 ET1032'
 ET1032'TRIANGULATION STATION PIKE IS USED AS AN AZIMUTH MARK.
 ET1032'
 ET1032'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4 MILE
 ET1032'TO A FORK.  (THE RIGHT FORK GOES TO KIRKLAND JUNCTION AND U.S.
 ET1032'HIGHWAY 89.) TAKE THE LEFT FORK FOR 17.4 MILES TO A SILVER
 ET1032'SIGN ON THE LEFT READING KINGMAN.  HERE TAKE THE LEFT FORK AND
 ET1032'GO 0.5 MILE TO A FORK AND A WASH.  TAKE THE RIGHT FORK OR THE
 ET1032'MAIN TRAVELED ROAD AND GO 3.8 MILES TO A FORK.  HERE TURN OFF
 ET1032'THE MAIN TRAVELED ROAD TO THE LEFT AND GO 1.9 MILES TO A FORK.
 ET1032'TAKE THE LEFT FORK 0.8 MILE TO A FORK.  HERE TAKE THE LEFT
 ET1032'FORK, A DIM TRACK ROAD, AND GO 1.3 MILES TO AN OLD MINING CLAIM
 ET1032'AND TIN SHACK AND THE END OF TRUCK TRAVEL IN A SADDLE.  FROM
 ET1032'HERE PACK NNE UP THE RIDGE TO THE HIGHEST POINT AND THE
 ET1032'STATION.
 ET1032'
 ET1032'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 ET1032
 ET1032                          STATION RECOVERY (1967)
 ET1032
 ET1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET1032'ALL MARKS RECOVERED IN GOOD CONDITION.
 ET1032
 ET1032                          STATION RECOVERY (1969)
 ET1032
 ET1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET1032'RECOVERED AS DESCRIBED.
 ET1032
 ET1032                          STATION RECOVERY (1972)
 ET1032
 ET1032'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (BT)
 ET1032'GENERAL LOCATION 31.5 ESE OF WIKIEUP
 ET1032'
 ET1032'TO REACH AS DESCRIBED
 ET1032'
 ET1032'STATION MARK BRASS CAP - GOOD
 ET1032'
 ET1032'REFERENCE MARKS IN AND GOOD
 ET1032'
 ET1032'AZIMUTH MARK PIKE - GOOD
 ET1032
 ET1032                          STATION RECOVERY (1980)
 ET1032
 ET1032'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1032'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1032'DESCRIBED IN 1944.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY
 ET1032'AND REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0944 ***********************************************************************
 EU0944  DESIGNATION -  CROSS
 EU0944  PID         -  EU0944
 EU0944  STATE/COUNTY-  AZ/MOHAVE
 EU0944  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0944
 EU0944                         *CURRENT SURVEY CONTROL
 EU0944  ___________________________________________________________________
 EU0944* NAD 83(1992)-  34 53 23.60470(N)    114 25 51.79288(W)     ADJUSTED  
 EU0944* NAVD 88     -       384.2    (meters)    1260.     (feet)  VERTCON   
 EU0944  ___________________________________________________________________
 EU0944  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 EU0944  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EU0944
 EU0944  HORZ ORDER  -  FIRST
 EU0944
 EU0944.The horizontal coordinates were established by classical geodetic methods
 EU0944.and adjusted by the National Geodetic Survey in August 1993..
 EU0944
 EU0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0944
 EU0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0944
 EU0944.The geoid height was determined by GEOID03.
 EU0944
 EU0944;                    North         East     Units Scale Factor Converg.
 EU0944;SPC AZ W     -   431,585.919   151,108.335   MT  0.99998108   -0 23 22.5
 EU0944;SPC AZ W     - 1,415,964.30    495,762.25   iFT  0.99998108   -0 23 22.5
 EU0944;SPC CA 5     -   659,964.473 2,326,145.435   MT  0.99992505   +2 02 03.6
 EU0944;SPC CA 5     - 2,165,233.44  7,631,695.48   sFT  0.99992505   +2 02 03.6
 EU0944;UTM  11      - 3,863,844.026   734,761.614   MT  1.00027931   +1 28 12.4
 EU0944
 EU0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0944!SPC AZ W     -   0.99994447  x   0.99998108  =   0.99992556
 EU0944!SPC CA 5     -   0.99994447  x   0.99992505  =   0.99986953
 EU0944!UTM  11      -   0.99994447  x   1.00027931  =   1.00022377
 EU0944
 EU0944:                Primary Azimuth Mark                     Grid Az
 EU0944:SPC AZ W     -  BOUNDARY CONE                            008 04 16.0
 EU0944:SPC CA 5     -  BOUNDARY CONE                            005 38 49.9
 EU0944:UTM  11      -  BOUNDARY CONE                            006 12 41.1
 EU0944
 EU0944|---------------------------------------------------------------------|
 EU0944| PID    Reference Object                     Distance      Geod. Az  |
 EU0944|                                                           dddmmss.s |
 EU0944| EU0943 BOUNDARY CONE                       APPROX.10.5 KM 0074053.5 |
 EU0944| CC4583 CROSS RM 2                           12.383 METERS 22742     |
 EU0944| EU1050 NEEDLES MUNICIPAL AIRPORT BCN       APPROX.22.2 KM 2310104.4 |
 EU0944| CC4581 CROSS RM 3                                         2314134.7 |
 EU0944| EU1051 NEEDLES SILVER WATER TANK           APPROX.17.3 KM 2504616.1 |
 EU0944| CC4582 CROSS RM 1                           12.842 METERS 33320     |
 EU0944|---------------------------------------------------------------------|
 EU0944
 EU0944                          SUPERSEDED SURVEY CONTROL
 EU0944
 EU0944  NAD 83(1986)-  34 53 23.60909(N)    114 25 51.79566(W) AD(       ) 1
 EU0944  NAD 27      -  34 53 23.59600(N)    114 25 48.94100(W) AD(       ) 1
 EU0944  NGVD 29 (07/19/86)  383.5    (m)         1258.     (f) VERT ANG       
 EU0944
 EU0944.Superseded values are not recommended for survey control.
 EU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0944.See file dsdata.txt to determine how the superseded data were derived.
 EU0944
 EU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3476263844(NAD 83)
 EU0944_MARKER: DS = TRIANGULATION STATION DISK
 EU0944_SETTING: 80 = SET IN A BOULDER
 EU0944_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0944
 EU0944  HISTORY     - Date     Condition        Report By
 EU0944  HISTORY     - 1934     MONUMENTED       CGS
 EU0944  HISTORY     - 1948     GOOD             CGS
 EU0944  HISTORY     - 1956     GOOD             CGS
 EU0944  HISTORY     - 1965     GOOD             CGS
 EU0944
 EU0944                          STATION DESCRIPTION
 EU0944
 EU0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0944'STATION IS ABOUT 11 MILES (AIR LINE) ENE OF NEEDLES, 11.5 MILES
 EU0944'E OF COLORADO RIVER AND 5.5 MILES (AIR LINE) W OF BLACK MOUNTAINS,
 EU0944'ON A ROUND ROCKY KNOLL SETTING ABOUT 1/8 MILE SE OF U.S. HIGHWAY
 EU0944'66, AND ABOUT 100 YARDS W OF OLD HIGHWAY.
 EU0944'
 EU0944'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 EU0944'DRILL HOLES IN BOULDERS.
 EU0944'
 EU0944'BEST REACHED FROM TOPOCK BY TAKING U.S. HIGHWAY 66 N 13.0 MILES,
 EU0944'TURN RIGHT OFF HIGHWAY ON TO DIRT ROAD AND GO 0.1 MILE TO TOP
 EU0944'OF KNOLL AND STATION.
 EU0944
 EU0944                          STATION RECOVERY (1948)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0944'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 EU0944'AS DESCRIBED.
 EU0944'
 EU0944'THE STATION IS ON A LOW, ROUND ROCKY KNOLL ABOUT 11 MILES EAST
 EU0944'NORTHEAST OF NEEDLES, CALIFORNIA, 5-1/2 MILES WEST OF THE BLACK
 EU0944'MOUNTAINS AND ABOUT 200 YARDS SOUTHEAST OF U.S. HIGHWAY 66.
 EU0944'
 EU0944'TO REACH THE STATION FROM TOPOCK GO NORTH NORTHEASTERLY ON U.S.
 EU0944'HIGHWAY 66 TOWARDS KINGMAN FOR 13.2 MILES TO AN OLD TRACK ROAD
 EU0944'RIGHT.  TURN RIGHT ON TRACK ROAD FOR ABOUT 0.1 MILE, THEN CROSS
 EU0944'COUNTRY FOR ABOUT 0.1 TO HIGHEST POINT OF KNOLL AND STATION.
 EU0944'
 EU0944'THE STATION IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0944'PROJECTING ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL.
 EU0944'IT IS STAMPED CROSS 1934.
 EU0944'
 EU0944'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0944'BURIED BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT 3 FEET
 EU0944'LOWER THAN THE STATION.  IT IS STAMPED CROSS NO 1 1934.
 EU0944'
 EU0944'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0944'BURIED BOULDER PROJECTING ABOUT 2 INCHES, AND IS ABOUT 2 FEET LOWER
 EU0944'THAN THE STATION.  IT IS STAMPED CROSS NO 2 1934.
 EU0944'
 EU0944'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0944'PROJECTING ABOUT 1 FOOT, ON THE HIGHEST POINT OF A SMALL KNOLL
 EU0944'ABOUT 0.2 MILE SOUTHWEST OF THE STATION, ABOUT 85 FEET SOUTHWEST
 EU0944'OF THE HIGHWAY CENTER, AND JUST WEST OF THE TRACK ROAD FORK ON
 EU0944'THE WAY TO THE STATION.  IT IS STAMPED CROSS 1934 1948.
 EU0944
 EU0944                          STATION RECOVERY (1956)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0944'STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE RECOVERED IN
 EU0944'GOOD CONDITION.
 EU0944'
 EU0944'THE 1948 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 EU0944'
 EU0944'THE MILEAGE IS ALONG OLD HIGHWAY 66, AND NOT THE PRESENT ROUTE.
 EU0944
 EU0944                          STATION RECOVERY (1965)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 EU0944'THE STATION AND ALL MARKS WERE FOUND AND IN GOOD CONDITION.  A
 EU0944'DIFFERENCE IN THE DIRECTION WAS FOUND ON REFERENCE MARK 1,
 EU0944'REFERENCE MARK 2 AND THE AZIMUTH MARK.
 EU0944'
 EU0944'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EU0944'
 EU0944'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF TWENTYNINE
 EU0944'PALMS, 20 MILES SOUTH OF LUDLOW AND IN THE MARINE CORPS TRAINING
 EU0944'CENTER ON THE HIGHEST POINT OF A RIDGE ON THE SOUTH EDGE OF THE
 EU0944'BULLION MOUNTAINS.
 EU0944'
 EU0944'PERMISSION MUST BE OBTAINED FROM THE G-3 OFFICER, OPERATIONS
 EU0944'BUILDING, TWENTYNINE PALMS MARINE BASE BEFORE ENTERING THE FIRING
 EU0944'ZONE.
 EU0944'
 EU0944'TO REACH THE STATION FROM THE POST OFFICE IN TWENTYNINE PALMS,
 EU0944'GO NORTH ON ADOBE ROAD FOR 5.2 MILES TO THE MAIN GATE OF THE
 EU0944'TWENTYNINE PALMS MARINE BASE.  PASS THROUGH THE GATE AND GO NORTH
 EU0944'ON DEL VALLE DRIVE FOR 4.95 MILES TO THE END OF THE PAVED
 EU0944'ROAD.  CONTINUE NORTH FOR 2.7 MILES TO THE SOUTH EDGE OF A DRY
 EU0944'LAKE BED AND A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST AND
 EU0944'WEST FOR 2.2 MILES TO A CROSS ROAD AND A SIGN DANGER LIVE
 EU0944'FIRING KEEP OUT.  TURN RIGHT AND GO NORTH AND NORTHWEST FOR 5.2
 EU0944'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST
 EU0944'FOR 0.35 MILE, TURN RIGHT OFF THE ROAD AND GO NORTH ACROSS
 EU0944'COUNTRY TOWARD A LARGE WASH FOR 2.25 MILES TO THE END OF TRUCK
 EU0944'TRAVEL AT THE BASE OF THE RIDGE.  PACK NORTH UP THE WASH TO THE
 EU0944'BASE OF THE MOUNTAIN.  CONTINUE NORTH UP THE RIDGE TO
 EU0944'THE CREST OF A EAST-WEST RIDGE.  CONTINUE NORTH,
 EU0944'CROSSING A SHALLOW CANYON TO THE HIGHEST POINT OF THE SECOND
 EU0944'RIDGE AND THE STATION.  A 2 HOUR PACK.
 EU0944'
 EU0944'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1935, CEMENTED
 EU0944'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 EU0944'
 EU0944'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.
 EU0944'
 EU0944'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 EU0944'
 EU0944'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CROSS NO 3 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON THE SOUTHWEST
 EU0944'SLOPE OF A HILL WHICH IS LOWER THAN THE STATION.
 EU0944'
 EU0944'A 4 WHEEL DRIVE VEHICLE IS REQUIRED FOR THIS STATION.
 EU0944'
 EU0944'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE STATION, PACK
 EU0944'NORTH-NORTHWEST AND NORTH DOWN INTO A SHALLOW CANYON TO A SMALL
 EU0944'HILL LOWER THAN THE STATION.  APPROXIMATELY A 15 MINUTE PACK.
 EU0944'
 EU0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EU0944'20 MILES SOUTH OF LUDLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1486 ***********************************************************************
 DA1486  DESIGNATION -  CROSS
 DA1486  PID         -  DA1486
 DA1486  STATE/COUNTY-  AZ/PIMA
 DA1486  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA1486
 DA1486                         *CURRENT SURVEY CONTROL
 DA1486  ___________________________________________________________________
 DA1486* NAD 83(1992)-  32 11 35.27063(N)    112 26 16.86414(W)     ADJUSTED  
 DA1486* NAVD 88     -       601.6    (meters)    1974.     (feet)  VERTCON   
 DA1486  ___________________________________________________________________
 DA1486  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DA1486  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1486
 DA1486  HORZ ORDER  -  SECOND
 DA1486
 DA1486.The horizontal coordinates were established by classical geodetic methods
 DA1486.and adjusted by the National Geodetic Survey in August 1993..
 DA1486
 DA1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1486
 DA1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1486
 DA1486.The geoid height was determined by GEOID03.
 DA1486
 DA1486;                    North         East     Units Scale Factor Converg.
 DA1486;SPC AZ C     -   132,400.012   164,204.056   MT  0.99992979   -0 16 40.0
 DA1486;SPC AZ C     -   434,383.24    538,727.22   iFT  0.99992979   -0 16 40.0
 DA1486;UTM  12      - 3,562,749.480   364,450.817   MT  0.99982658   -0 45 58.5
 DA1486
 DA1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1486!SPC AZ C     -   0.99991045  x   0.99992979  =   0.99984025
 DA1486!UTM  12      -   0.99991045  x   0.99982658  =   0.99973705
 DA1486
 DA1486|---------------------------------------------------------------------|
 DA1486| PID    Reference Object                     Distance      Geod. Az  |
 DA1486|                                                           dddmmss.s |
 DA1486| CH5034 CROSS RM 1                           14.288 METERS 09822     |
 DA1486| DA1500 NINE MILE PEAK                      APPROX. 8.8 KM 2760727.1 |
 DA1486| CH5035 CROSS RM 2                           13.570 METERS 27809     |
 DA1486|---------------------------------------------------------------------|
 DA1486
 DA1486                          SUPERSEDED SURVEY CONTROL
 DA1486
 DA1486  NAD 83(1986)-  32 11 35.26226(N)    112 26 16.86639(W) AD(       ) 2
 DA1486  NAD 27      -  32 11 35.02837(N)    112 26 14.36208(W) AD(       ) 2
 DA1486  NGVD 29 (07/19/86)  600.9    (m)         1971.     (f) VERT ANG       
 DA1486
 DA1486.Superseded values are not recommended for survey control.
 DA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1486.See file dsdata.txt to determine how the superseded data were derived.
 DA1486
 DA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6445162749(NAD 83)
 DA1486_MARKER: DD = SURVEY DISK
 DA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1486
 DA1486  HISTORY     - Date     Condition        Report By
 DA1486  HISTORY     - 1979     MONUMENTED       AZDT
 DA1486  HISTORY     - 19970306 GOOD             USPSQD
 DA1486
 DA1486                          STATION DESCRIPTION
 DA1486
 DA1486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1486'THE STATION IS LOCATED ABOUT 27 MILES EAST-SOUTHEAST OF AJO ALONG
 DA1486'S.R. 86 AND IS 98 FEET SOUTH OF CENTERLINE HWY. 86 AND 2.50 FEET
 DA1486'NORTH OF EASTBOUND R/W FENCE AND 28 FEET WEST OF GATE IN EASTBOUND
 DA1486'R/W FENCE.
 DA1486'
 DA1486'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CROSS 1979 AND IS
 DA1486'SET IN A CONCRETE POST AND IS MARKED WITH A WITNESS POST AND SIGN
 DA1486'4 FEET WEST-SOUTHWEST.
 DA1486'
 DA1486'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED CROSS RM 1 1979 SET IN A
 DA1486'CONCRETE POST 2 FEET NORTH OF EASTBOUND R/W FENCE.
 DA1486'
 DA1486'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED CROSS RM 2 1979 SET IN A
 DA1486'CONCRETE POST 2 FEET NORTH OF EASTBOUND R/W FENCE.
 DA1486'
 DA1486'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1486'MILES WEST OF TRACY, TRAVEL WEST OF TRACY ON S.R. 86 FOR 2.4 MILES TO
 DA1486'A BARBWIRE GATE ON THE LEFT.  STATION IS LOCATED 28 FEET WEST OF THE
 DA1486'GATE AND 98 FEET SOUTH OF THE CENTERLINE OF THE HWY. AT M.P. 72.55.
 DA1486
 DA1486                          STATION RECOVERY (1997)
 DA1486
 DA1486'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0896 ***********************************************************************
 ES0896  DESIGNATION -  CROSS
 ES0896  PID         -  ES0896
 ES0896  STATE/COUNTY-  AZ/NAVAJO
 ES0896  USGS QUAD   -  HEBER (1990)
 ES0896
 ES0896                         *CURRENT SURVEY CONTROL
 ES0896  ___________________________________________________________________
 ES0896* NAD 83(1992)-  34 27 39.59067(N)    110 30 05.84943(W)     ADJUSTED  
 ES0896* NAVD 88     -      1951.5    (meters)    6403.     (feet)  VERTCON   
 ES0896  ___________________________________________________________________
 ES0896  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ES0896  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0896
 ES0896  HORZ ORDER  -  SECOND
 ES0896
 ES0896.The horizontal coordinates were established by classical geodetic methods
 ES0896.and adjusted by the National Geodetic Survey in August 1993..
 ES0896
 ES0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0896
 ES0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0896
 ES0896.The geoid height was determined by GEOID03.
 ES0896
 ES0896;                    North         East     Units Scale Factor Converg.
 ES0896;SPC AZ E     -   383,836.493   182,586.142   MT  0.99991167   -0 11 22.3
 ES0896;SPC AZ E     - 1,259,306.08    599,035.90   iFT  0.99991167   -0 11 22.3
 ES0896;UTM  12      - 3,813,385.027   545,773.963   MT  0.99962583   +0 16 55.2
 ES0896
 ES0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0896!SPC AZ E     -   0.99969751  x   0.99991167  =   0.99960921
 ES0896!UTM  12      -   0.99969751  x   0.99962583  =   0.99932345
 ES0896
 ES0896|---------------------------------------------------------------------|
 ES0896| PID    Reference Object                     Distance      Geod. Az  |
 ES0896|                                                           dddmmss.s |
 ES0896| DZ1386 CROSS RM 1                            9.106 METERS 08656     |
 ES0896| ES0904 HALTER                              APPROX. 1.5 KM 2670017.9 |
 ES0896| DZ1385 CROSS RM 2                            9.063 METERS 26706     |
 ES0896|---------------------------------------------------------------------|
 ES0896
 ES0896                          SUPERSEDED SURVEY CONTROL
 ES0896
 ES0896  NAD 83(1986)-  34 27 39.58379(N)    110 30 05.85343(W) AD(       ) 2
 ES0896  NGVD 29 (08/03/87) 1950.5    (m)         6399.     (f) VERT ANG       
 ES0896
 ES0896.Superseded values are not recommended for survey control.
 ES0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0896.See file dsdata.txt to determine how the superseded data were derived.
 ES0896
 ES0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4577413385(NAD 83)
 ES0896_MARKER: DS = TRIANGULATION STATION DISK
 ES0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0896+STABILITY: SURFACE MOTION
 ES0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0896+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 ES0896
 ES0896  HISTORY     - Date     Condition        Report By
 ES0896  HISTORY     - 1984     MONUMENTED       AZDT
 ES0896  HISTORY     - 19971011 GOOD             USPSQD
 ES0896  HISTORY     - 20051022 GOOD             EVANS
 ES0896
 ES0896                          STATION DESCRIPTION
 ES0896
 ES0896'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0896'THE STATION IS LOCATED 6 MILES AIRLINE NORTHEAST OF HEBER ALONG THE
 ES0896'WEST SIDE OF STATE ROUTE 277.
 ES0896'
 ES0896'THE STATION MARK IS AN AZDT DISK STAMPED---CROSS 1984---.  IT IS SET
 ES0896'IN TOP OF A 10 INCH CONCRETE MONUMENT 103 FEET NORTH OF THE CENTER
 ES0896'LINE OF STATE ROUTE 277.  2 FEET SOUTH OF THE RIGHT OF WAY FENCE AND
 ES0896'175 FEET EAST OF A TRACK ROAD LEADING NORTH.
 ES0896'
 ES0896'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CROSS RM 1 1984---.  IT IS
 ES0896'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0896'
 ES0896'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CROSS RM 2 1984---.  IT IS
 ES0896'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0896'
 ES0896'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0896'AND STATE ROUTE 260.  TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0896'JUNCTION WITH STATE ROUTE 277.  BEAR LEFT AND TRAVEL NORTHEAST ALONG
 ES0896'SR 277 FOR 5.4 MILES TO MILEPOST 311.15 AND THE STATION ON THE LEFT.
 ES0896
 ES0896                          STATION RECOVERY (1997)
 ES0896
 ES0896'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0896'RECOVERED IN GOOD CONDITION.
 ES0896
 ES0896                          STATION RECOVERY (2005)
 ES0896
 ES0896'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0944 ***********************************************************************
 FR0944  DESIGNATION -  CROSS MOUNTAIN
 FR0944  PID         -  FR0944
 FR0944  STATE/COUNTY-  AZ/YAVAPAI
 FR0944  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0944
 FR0944                         *CURRENT SURVEY CONTROL
 FR0944  ___________________________________________________________________
 FR0944* NAD 83(1992)-  35 09 32.96587(N)    113 14 33.93807(W)     ADJUSTED  
 FR0944* NAVD 88     -      1964.8    (meters)    6446.     (feet)  VERTCON   
 FR0944  ___________________________________________________________________
 FR0944  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 FR0944  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FR0944
 FR0944  HORZ ORDER  -  SECOND
 FR0944
 FR0944.The horizontal coordinates were established by classical geodetic methods
 FR0944.and adjusted by the National Geodetic Survey in August 1993..
 FR0944
 FR0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0944
 FR0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0944
 FR0944.The geoid height was determined by GEOID03.
 FR0944
 FR0944;                    North         East     Units Scale Factor Converg.
 FR0944;SPC AZ C     -   462,034.850    92,546.601   MT  1.00007983   -0 45 49.4
 FR0944;SPC AZ C     - 1,515,862.37    303,630.58   iFT  1.00007983   -0 45 49.4
 FR0944;SPC AZ W     -   461,362.845   259,572.244   MT  0.99995964   +0 17 31.6
 FR0944;SPC AZ W     - 1,513,657.63    851,614.97   iFT  0.99995964   +0 17 31.6
 FR0944;UTM  12      - 3,892,996.192   295,723.733   MT  1.00011430   -1 17 31.0
 FR0944
 FR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0944!SPC AZ C     -   0.99969585  x   1.00007983  =   0.99977566
 FR0944!SPC AZ W     -   0.99969585  x   0.99995964  =   0.99965550
 FR0944!UTM  12      -   0.99969585  x   1.00011430  =   0.99981012
 FR0944
 FR0944:                Primary Azimuth Mark                     Grid Az
 FR0944:SPC AZ C     -  CROSS MOUNTAIN AZ MK                     064 58 11.6
 FR0944:SPC AZ W     -  CROSS MOUNTAIN AZ MK                     063 54 50.6
 FR0944:UTM  12      -  CROSS MOUNTAIN AZ MK                     065 29 53.2
 FR0944
 FR0944|---------------------------------------------------------------------|
 FR0944| PID    Reference Object                     Distance      Geod. Az  |
 FR0944|                                                           dddmmss.s |
 FR0944| CH2996 CROSS MOUNTAIN AZ MK                               0641222.2 |
 FR0944| CH2997 CROSS MOUNTAIN RM 1                   7.231 METERS 18735     |
 FR0944| CH2998 CROSS MOUNTAIN RM 2                   5.613 METERS 26123     |
 FR0944| FR0946 LOS ANGELES ALBUQ AWY BCN 31        APPROX. 8.6 KM 3363759.0 |
 FR0944|---------------------------------------------------------------------|
 FR0944
 FR0944                          SUPERSEDED SURVEY CONTROL
 FR0944
 FR0944  NAD 83(1986)-  35 09 32.96533(N)    113 14 33.94335(W) AD(       ) 2
 FR0944  NAD 27      -  35 09 32.94200(N)    113 14 31.19400(W) AD(       ) 2
 FR0944  NGVD 29 (07/19/86) 1963.8    (m)         6443.     (f) VERT ANG       
 FR0944
 FR0944.Superseded values are not recommended for survey control.
 FR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0944.See file dsdata.txt to determine how the superseded data were derived.
 FR0944
 FR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9572492996(NAD 83)
 FR0944_MARKER: DS = TRIANGULATION STATION DISK
 FR0944_SETTING: 66 = SET IN ROCK OUTCROP
 FR0944_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0944
 FR0944  HISTORY     - Date     Condition        Report By
 FR0944  HISTORY     - 1944     MONUMENTED       CGS
 FR0944  HISTORY     - 1955     GOOD             CGS
 FR0944  HISTORY     - 1962     GOOD             CGS
 FR0944  HISTORY     - 1962     GOOD             USGS
 FR0944
 FR0944                          STATION DESCRIPTION
 FR0944
 FR0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0944'STATION IS ON THE HIGHEST AND MOST NE OF THE THREE POINTS
 FR0944'WHICH FORM THE HIGHEST AND MOST S PART OF CROSS MOUNTAIN.
 FR0944'IT IS 25 MILES SW OF SELIGMAN.
 FR0944'
 FR0944'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK.
 FR0944'IT IS STAMPED CROSS MT 1944.
 FR0944'
 FR0944'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0944'BEDROCK AND IS STAMPED CROSS MT NO 1 1944.  IT IS ABOUT 1 FOOT
 FR0944'LOWER IN ELEVATION THAN STATION MARK.
 FR0944'
 FR0944'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0944'BEDROCK AND IS STAMPED CROSS MT NO 2 1944.  IT IS ABOUT 1 FOOT
 FR0944'LOWER IN ELEVATION THAN STATION MARK.
 FR0944'
 FR0944'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN BEDROCK
 FR0944'AND IS STAMPED CROSS MT 1944.
 FR0944'
 FR0944'TO REACH STATION FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR
 FR0944'2.8 MILES TO GRADED ROAD ON LEFT.  TAKE GRADED ROAD, CROSS
 FR0944'RAILROAD TRACKS, AND GO SW FOR 10.5 MILES.  TAKE RIGHT FORK AND
 FR0944'GO 2.4 MILES, TAKE LEFT FORK AND GO 7.4 MILES TO A TRACK
 FR0944'ROAD ON THE LEFT.  THIS IS 0.9 MILE E OF SIGN DEPT. OF COMMERCE
 FR0944'SITE NO. 31.  TURN VERY SHARP LEFT AND FOLLOW TRACK ROAD ESE
 FR0944'5.2 MILES, TAKE RIGHT FORK AND GO 0.2 MILE TO GATE AT COOK
 FR0944'TANK.  PASS THROUGH GATE AND GO 0.2 MILE TO GATE.  AZIMUTH
 FR0944'MARK IS 68 PACES SE OF THIS GATE, 3 PACES NE OF FENCE.  PASS
 FR0944'THROUGH THIS GATE AND CONTINUE ON DIM TRACK ROAD S 2.5 MILES
 FR0944'TO DIRT TANK.  TURN SHARP RIGHT JUST NE OF TANK AND GO
 FR0944'ACROSS COUNTRY WNW TOWARD CROSS MOUNTAIN, THROUGH CEDARS,
 FR0944'FOR 1.9 MILES TO A N-S FENCE AND END OF TRUCK TRAVEL.  (IF
 FR0944'FENCE IS TAKEN DOWN A TRUCK CAN BE DRIVEN APPROXIMATELY 1
 FR0944'MILE FARTHER TOWARD MOUNTAIN.) PACK TOWARDS WASH ON THE E
 FR0944'SIDE OF MOUNTAIN, THENCE UP WASH TO SADDLE, THEN GO RIGHT (NE)
 FR0944'UP SLOPE TO THE HIGHEST POINT AND STATION.  ONE-HOUR PACK.
 FR0944'
 FR0944'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0944
 FR0944                          STATION RECOVERY (1955)
 FR0944
 FR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0944'THE AZIMUTH MARK WAS RECOVERED, BUT THE STATION WAS NOT
 FR0944'VISITED.  DIRECTIONS FOR REACHING THE STATION, CONTAINED
 FR0944'IN THE ORIGINAL DESCRIPTION, WERE FOLLOWED, AND FROM THE
 FR0944'AZIMUTH MARK A STAND COULD BE SEEN IN THE AREA DESCRIBED AS
 FR0944'THE STATION SITE.
 FR0944'
 FR0944'IT WAS NOTED THAT THE AZIMUTH MARK IS LOCATED 68 PACES SE OF
 FR0944'THE FIRST GATE AT COOK TANK RATHER THAN THE SECOND GATE.
 FR0944
 FR0944                          STATION RECOVERY (1962)
 FR0944
 FR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0944'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1944 DESCRIPTION
 FR0944'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION, THE DISTANCE
 FR0944'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 FR0944'
 FR0944'A COMPLETE NEW TO REACH THE STATION FOLLOWS--
 FR0944'
 FR0944'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0944'SOUTH FOR 0.05 MILE, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY
 FR0944'66 FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT, CROSS
 FR0944'RAILROAD TRACKS AND GO WESTERLY ON A GRADED ROAD FOR 10.6 MILES
 FR0944'TO FORKS AND SIGN DOBSON LIVESTOCK CO., FORT ROCK RANCH,
 FR0944'TAKE RIGHT FORK, CONTINUE WESTERLY ON THE MAIN GRADED ROAD FOR
 FR0944'8.7 MILES TO A CATTLE GUARD, CONTINUE WESTERLY ON THE MAIN
 FR0944'GRADED ROAD FOR 1.6 MILES TO A TRACK CROSSROAD, TURN LEFT, GO
 FR0944'SOUTHEASTERLY ON A DIM TRACK ROAD, CROSSING TWO PIPELINES FOR 0.9
 FR0944'MILE TO AN OPEN AREA AND A SMALL POND, TURN RIGHT, FOLLOW
 FR0944'TRACK ROAD SOUTHERLY FOR 1.8 MILES TO A BLACK TANK AND
 FR0944'CORRALS ON THE LEFT, CONTINUE SOUTHERLY ON THE MAIN TRACK
 FR0944'ROAD FOR 2.75 MILES TO A GATE AT THE NORTHWEST CORNER OF
 FR0944'POND.  THE AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF THIS
 FR0944'GATE AND ABOUT 200 FEET WEST OF THE POND.  FROM THE GATE GO
 FR0944'SOUTHWESTERLY ON DIM TRACK ROAD AND COW PATH FOR 2.5 MILES TO
 FR0944'A POND ON THE LEFT, TURN RIGHT AND FOLLOW DIM TRACK ROAD
 FR0944'NORTHWESTERLY THROUGH TIMBER FOR 2.0 MILES TO A
 FR0944'NORTH-SOUTH FENCE, GO THROUGH FENCE AND GO WESTERLY
 FR0944'THROUGH TIMBER FOR 1.0 MILE TO A SMALL WASH AND END OF
 FR0944'TRUCK TRAVEL ON THE EAST SIDE OF CROSS MOUNTAIN.  FROM THIS
 FR0944'POINT PACK NORTHWEST ALONG SADDLE TO CENTER OF HILL, BEAR
 FR0944'RIGHT AND GO NORTHEAST TO TOP OF HILL AND THE STATION AT THE
 FR0944'NORTHEAST END OF THE MOUNTAIN.
 FR0944'
 FR0944'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0944
 FR0944                          STATION RECOVERY (1962)
 FR0944
 FR0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FR0944'RM 1 AND RM 2 NOT MEASURED.
 FR0944'
 FR0944'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 35 113
 FR0944'2, STATION 1007.
 FR0944'
 FR0944'ALL MARKS IN GOOD CONDITION.
 FR0944'
 FR0944'TO REACH WAS NOT CHECKED.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0571 ***********************************************************************
 DA0571  DESIGNATION -  CROSSING
 DA0571  PID         -  DA0571
 DA0571  STATE/COUNTY-  AZ/MARICOPA
 DA0571  USGS QUAD   -  THEBA (1973)
 DA0571
 DA0571                         *CURRENT SURVEY CONTROL
 DA0571  ___________________________________________________________________
 DA0571* NAD 83(1992)-  32 55 04.59063(N)    112 54 20.11949(W)     ADJUSTED  
 DA0571* NAVD 88     -       219.278  (meters)     719.41   (feet)  ADJUSTED  
 DA0571  ___________________________________________________________________
 DA0571  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DA0571  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0571  DYNAMIC HT  -         219.023 (meters)     718.58  (feet)  COMP
 DA0571  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DA0571
 DA0571  HORZ ORDER  -  FIRST
 DA0571  VERT ORDER  -  FIRST     CLASS II
 DA0571
 DA0571.The horizontal coordinates were established by classical geodetic methods
 DA0571.and adjusted by the National Geodetic Survey in August 1993..
 DA0571
 DA0571.The orthometric height was determined by differential leveling
 DA0571.and adjusted by the National Geodetic Survey in June 1991..
 DA0571
 DA0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0571
 DA0571.The geoid height was determined by GEOID03.
 DA0571
 DA0571.The dynamic height is computed by dividing the NAVD 88
 DA0571.geopotential number by the normal gravity value computed on the
 DA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0571.degrees latitude (g = 980.6199 gals.).
 DA0571
 DA0571.The modeled gravity was interpolated from observed gravity values.
 DA0571
 DA0571;                    North         East     Units Scale Factor Converg.
 DA0571;SPC AZ C     -   213,085.715   120,863.953   MT  1.00000546   -0 32 14.8
 DA0571;SPC AZ C     -   699,100.11    396,535.28   iFT  1.00000546   -0 32 14.8
 DA0571;UTM  12      - 3,643,800.702   321,809.685   MT  0.99999152   -1 02 09.0
 DA0571
 DA0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0571!SPC AZ C     -   0.99997050  x   1.00000546  =   0.99997596
 DA0571!UTM  12      -   0.99997050  x   0.99999152  =   0.99996203
 DA0571
 DA0571|---------------------------------------------------------------------|
 DA0571| PID    Reference Object                     Distance      Geod. Az  |
 DA0571|                                                           dddmmss.s |
 DA0571| DA0573 CROSSING RM 2                        19.218 METERS 04328     |
 DA0571| DA0570 E 320                                              2601006.4 |
 DA0571| CU8302 CROSSING RM 3                                      2630055.2 |
 DA0571| CH5037 CROSSING RM 4                        19.005 METERS 29846     |
 DA0571| CH5036 CROSSING RM 3                        19.004 METERS 29852     |
 DA0571| DA0572 CROSSING RM 1                        19.175 METERS 29919     |
 DA0571|---------------------------------------------------------------------|
 DA0571
 DA0571                          SUPERSEDED SURVEY CONTROL
 DA0571
 DA0571  NAD 83(1986)-  32 55 04.58395(N)    112 54 20.12475(W) AD(       ) 1
 DA0571  NAD 27      -  32 55 04.40600(N)    112 54 17.50400(W) AD(       ) 1
 DA0571  NGVD 29 (??/??/92)  218.700  (m)          717.52   (f) ADJ UNCH    1 2
 DA0571
 DA0571.Superseded values are not recommended for survey control.
 DA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0571.See file dsdata.txt to determine how the superseded data were derived.
 DA0571
 DA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2181043801(NAD 83)
 DA0571_MARKER: DS = TRIANGULATION STATION DISK
 DA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0571_STAMPING: CROSSING 1934
 DA0571_MARK LOGO: CGS   
 DA0571_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0571+STABILITY: SURFACE MOTION
 DA0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0571+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0571
 DA0571  HISTORY     - Date     Condition        Report By
 DA0571  HISTORY     - 1934     MONUMENTED       CGS
 DA0571  HISTORY     - 1949     GOOD             USGS
 DA0571  HISTORY     - 1952     GOOD             CGS
 DA0571  HISTORY     - 1953     GOOD             AZHD
 DA0571  HISTORY     - 1958     GOOD             CGS
 DA0571  HISTORY     - 1960     GOOD             CGS
 DA0571  HISTORY     - 1960     GOOD             NGS
 DA0571  HISTORY     - 1971     GOOD             NGS
 DA0571  HISTORY     - 1971     GOOD             NGS
 DA0571  HISTORY     - 1974     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 20060128 GOOD             USPSQD
 DA0571  HISTORY     - 20060128 GOOD             USPSQD
 DA0571
 DA0571                          STATION DESCRIPTION
 DA0571
 DA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA0571'ABOUT 10 MILES WEST OF GILA BEND, ON RAILROAD PROPERTY SOUTH
 DA0571'OF HIGHWAY BETWEEN RAILROAD AND FENCE, AND 250 FEET WEST OF
 DA0571'RAILROAD CROSSING.  MARKED BY STANDARD BRONZE DISKS.
 DA0571'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA0571'REFERENCE DISK, IS 19.162 METERS (62.87 FEET) FROM
 DA0571'STATION.  REFERENCE MARK NO. 2, A
 DA0571'STANDARD BRONZE REFERENCE DISK, IS 19.234 METERS (63.10
 DA0571'FEET) FROM STATION.  AZIMUTH MARK
 DA0571'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK SET IN
 DA0571'CONCRETE CULVERT ON NORTH SIDE OF ROAD, IS ONE-HALF MILE
 DA0571'FROM STATION S 83 DEG 00 MIN W.
 DA0571
 DA0571                          STATION RECOVERY (1949)
 DA0571
 DA0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA0571'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA0571'AGREE WITH NGS.
 DA0571
 DA0571                          STATION RECOVERY (1952)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0571'STATION IS LOCATED 11.2 MILES W ALONG THE SOUTHERN PACIFIC
 DA0571'CO. RAILROAD FROM THE WATER TANK AT GILA BEND, 109 FEET SW
 DA0571'OF THE APPROXIMATE CENTER OF A ROAD CROSSING, 63 FEET SE OF R.M.
 DA0571'1, 62.6 FEET SW OF R.M. 2, AND 90.6 FEET S OF THE CENTER LINE
 DA0571'OF THE HIGHWAY.  IT IS 57.4 FEET N OF THE N RAIL OF THE RAILROAD,
 DA0571'1.9 FEET E OF A WITNESS POST, 39 FEET S OF A FENCE, ABOUT 3
 DA0571'FEET LOWER THAN THE TRACK.
 DA0571'
 DA0571'STATION MARK IS A STANDARD STATION DISK, STAMPED CROSSING 1934,
 DA0571'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0571'THE GROUND.
 DA0571'
 DA0571'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED CROSSING
 DA0571'R.M. NO. 1 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0571'0.1 FOOT ABOVE THE GROUND.  IT IS 63 FEET NW OF THE STATION,
 DA0571'51.3 FEET S OF THE CENTER LINE OF THE HIGHWAY, 96.6 FEET
 DA0571'N OF THE N RAIL, 100 FEET W OF R.M. 2, AND 3 FEET LOWER THAN
 DA0571'THE TRACK.
 DA0571'
 DA0571'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED CROSSING
 DA0571'R.M. NO 2 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0571'0.3 FOOT ABOVE THE GROUND.  IT IS 105 FEET N OF A ROAD CROSSING,
 DA0571'53 FEET S OF U.S. HIGHWAY 80, 100 FEET E OF R.M. 1, 62.6
 DA0571'FEET NE OF THE STATION, 0.8 FOOT S OF A FENCE, AND 3 FEET
 DA0571'LOWER THAN THE TRACK.
 DA0571
 DA0571                          STATION RECOVERY (1953)
 DA0571
 DA0571'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953 (DKC)
 DA0571'AZIMUTH MARK WAS NOT FOUND.  EVIDENTLY DESTROYED BY HIGHWAY
 DA0571'CONSTRUCTION.
 DA0571
 DA0571                          STATION RECOVERY (1958)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 DA0571'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DA0571'AZIMUTH MARK (REFERENCE MARK NO. 3) WAS NOT SEARCHED FOR.
 DA0571'DESCRIPTION BY JRP IN 1952 ADEQUATE AND CORRECT.
 DA0571
 DA0571                          STATION RECOVERY (1960)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0571'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DA0571'TO BE IN GOOD CONDITION.  THE HIGHWAY MENTIONED IN THE 1934
 DA0571'DESCRIPTION IS NOW A FRONTAGE ROAD.  A DIFFERENCE OF MARK
 DA0571'MEASUREMENTS WAS NOTED IN THE FIELD.  A NEW DESCRIPTION FOLLOWS--
 DA0571'
 DA0571'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GILA BEND,
 DA0571'GO SOUTH ON MARTIN AVENUE FOR 1/2 BLOCK TO THE INTERSECTION
 DA0571'AND JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85.  TURN RIGHT
 DA0571'ON U.S. HIGHWAY 80 AND GO WEST FOR 5 MILES TO THE CITRUS VALLEY
 DA0571'ROAD TURNOFF.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 4.9 MILES
 DA0571'TO THE THEBA OVERPASS.  TURN RIGHT AND PASS UNDER THE OVERPASS
 DA0571'THEN RIGHT ONTO THE FRONTAGE ROAD PAST THE ELEMENTARY SCHOOL
 DA0571'AND CONTINUE WEST FOR 1 MILE TO A RAILROAD CROSSING AND THE
 DA0571'STATION AT THE NORTHWEST INTERSECTION.
 DA0571'
 DA0571'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CROSSING
 DA0571'1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DA0571'FLUSH WITH GROUND LEVEL.  MARK IS 250 FEET WEST OF A RAILROAD
 DA0571'CROSSING, AND 3 FEET EAST OF A METAL WITNESS POST.
 DA0571'
 DA0571'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 DA0571'CROSSING NO 1 1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0571'MONUMENT WHICH IS FLUSH WITH GROUND LEVEL AND ABOUT 20 FEET
 DA0571'SOUTH OF THE APPROXIMATE CENTER LINE OF A FRONTAGE ROAD.  MARK
 DA0571'IS SET IN AN EAST-WEST FENCE LINE.
 DA0571'
 DA0571'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 DA0571'CROSSING NO 2 1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0571'MONUMENT WHICH IS FLUSH WITH GROUND LEVEL, AND ABOUT 20
 DA0571'FEET SOUTH OF THE APPROXIMATE CENTER LINE OF A FRONTAGE ROAD.
 DA0571'MARK IS SET IN AN EAST-WEST FENCE LINE.
 DA0571'
 DA0571'BENCH MARK E 320 1952 WAS USED AS AN AZIMUTH MARK.  IT IS A
 DA0571'STANDARD BRONZE BENCH MARK DISK STAMPED E 320 1952, SET IN
 DA0571'THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 DA0571'ABOVE GROUND LEVEL.  MARK IS 6 FEET EAST OF A TELEPHONE POLE,
 DA0571'2 FEET WEST OF A WITNESS POST AND DIRECTLY BENEATH A TELEPHONE
 DA0571'LINE.
 DA0571'
 DA0571'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE TELEPHONE
 DA0571'MAINTENANCE ROAD WESTERLY FOR 0.2 MILE TO THE MARK AS DESCRIBED
 DA0571'ABOVE.
 DA0571
 DA0571                          STATION RECOVERY (1960)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0571'11.2 MI W FROM GILA BEND.
 DA0571'11.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA0571'TANK AT GILA BEND, 250 FEET WEST OF A GRADE CROSSING, 57 FEET NORTH OF
 DA0571'THE NORTH RAIL, 63.06 FEET SOUTHWEST OF R.M. 2, 62.91 FEET EAST OF
 DA0571'R.M. 1, 3 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 DA0571'CONCRETE POST FLUSH WITH THE GROUND.
 DA0571
 DA0571                          STATION RECOVERY (1971)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0571'THE STATION MARK, REFERENCE MARK 2 AND THE BENCH MARK, (AZIMUTH
 DA0571'MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DA0571'MARK 1 HAS BEEN DESTROYED BY CONSTRUCTION.  A NEW REFERENCE
 DA0571'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION
 DA0571'TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1960 DATA.
 DA0571'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0571'
 DA0571'THE STATION IS LOCATED ABOUT 11 MILES WEST OF GILA BEND,
 DA0571'ON THE SOUTH SIDE OF THE FRONTAGE ROAD FOR INTERSTATE HIGHWAY
 DA0571'8 AND ON RAILROAD RIGHT-OF-WAY.
 DA0571'
 DA0571'TO REACH THE STATION FROM THE JUNCTION OF EUCLID AVENUE AND
 DA0571'PIMA STREET U.S. 80, 1 BLOCK SOUTH OF THE POST OFFICE IN
 DA0571'GILA BEND GO WEST ON PIMA STREET U.S. 80 FOR 1.35 MILES TO
 DA0571'THE JUNCTION OF INTERSTATE HIGHWAY 8.  CONTINUE WEST ON INTERSTATE
 DA0571'HIGHWAY 8 FOR 8.8 MILES TO THE THEBA ROAD EXIT.  BEAR RIGHT
 DA0571'AND GO WEST ON THE EXIT ROAD FOR 0.3 MILE TO THE JUNCTION OF
 DA0571'THEBA ROAD.  TURN LEFT AND GO SOUTH ON THEBA ROAD, (PASSING
 DA0571'UNDER THE HIGHWAY) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN
 DA0571'RIGHT AND GO WEST ON THE FRONTAGE ROAD FOR 1.1 MILES TO THE
 DA0571'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK CONTINUE
 DA0571'AHEAD WEST ON THE FRONTAGE ROAD FOR 0.25 MILE TO THE BENCH
 DA0571'MARK ON THE LEFT.
 DA0571'
 DA0571'THE STATION MARK IS A STANDARD DISK STAMPED CROSSING 1934,
 DA0571'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DA0571'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET
 DA0571'SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 57.4 FEET NORTH OF THE
 DA0571'NORTH RAIL OF THE RAILROAD TRACK AND 2.4 FEET EAST-SOUTHEAST
 DA0571'OF A METAL WITNESS POST WITH SIGN.
 DA0571'
 DA0571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSSING NO 2 1934,
 DA0571'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DA0571'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FEET
 DA0571'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 63 FEET WEST
 DA0571'OF THE CENTER OF THE GRAVELED ROAD AND 53 FEET SOUTH OF THE
 DA0571'CENTER OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CROSSING NO 3 1934
 DA0571'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DA0571'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 95.5
 DA0571'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 60 FEET
 DA0571'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 52
 DA0571'FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'BENCH MARK E 320, USED AS AN AZIMUTH MARK IS STAMPED E 320
 DA0571'1952, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 DA0571'IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 DA0571'SURFACE.  IT IS 38.5 FEET NORTH OF THE NORTH RAIL OF THE
 DA0571'RAILROAD TRACK, 2.5 FEET EAST OF TELEPHONE POLE F AND 2.5
 DA0571'FEET WEST OF A 4X4 WOODEN WITNESS POST.
 DA0571'
 DA0571'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA0571'
 DA0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WEST
 DA0571'OF GILA BEND
 DA0571
 DA0571                          STATION RECOVERY (1971)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0571'RECOVERED IN GOOD CONDITION.
 DA0571
 DA0571                          STATION RECOVERY (1974)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0571'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DA0571'RECOVERED AS DESCRIBED IN 1960.  REFERENCE MARK 3 1971 WAS
 DA0571'FOUND DISTURBED AND WAS RESET AT THIS TIME.  THE STAMPING
 DA0571'WAS ALTERED TO READ CROSSING NO 4 1934 1974.  THE MARK IS
 DA0571'60-1/2 FEET SOUTHWEST OF THE WITNESS POST AND 51 FEET SOUTH
 DA0571'OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'THE ROUTE TO THE STATION IS ADEQUATE.
 DA0571'
 DA0571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0571'
 DA0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DA0571'WEST OF GILA BEND
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'18.1 KM (11.25 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0571'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0571'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0571'17.7 METERS (58.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 27.6 METERS
 DA0571'(90.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0571'HIGHWAY 80), 30.8 METERS (101 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0571'GRADED ROAD.
 DA0571'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0571'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'18.1 KM (11.25 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0571'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0571'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0571'17.7 METERS (58.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 27.6 METERS
 DA0571'(90.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0571'HIGHWAY 80), 30.8 METERS (101 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0571'GRADED ROAD.
 DA0571'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0571'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'RECOVERED IN GOOD CONDITION.
 DA0571
 DA0571                          STATION RECOVERY (2006)
 DA0571
 DA0571'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0571'RECOVERED AS DESCRIBED.
 DA0571
 DA0571                          STATION RECOVERY (2006)
 DA0571
 DA0571'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0571'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0573 ***********************************************************************
 DA0573  DESIGNATION -  CROSSING RM 2
 DA0573  PID         -  DA0573
 DA0573  STATE/COUNTY-  AZ/MARICOPA
 DA0573  USGS QUAD   -  THEBA (1973)
 DA0573
 DA0573                         *CURRENT SURVEY CONTROL
 DA0573  ___________________________________________________________________
 DA0573* NAD 83(1992)-  32 55 05.04340(N)    112 54 19.61067(W)     ADJUSTED  
 DA0573* NAVD 88     -       219.371  (meters)     719.72   (feet)  ADJUSTED  
 DA0573  ___________________________________________________________________
 DA0573  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DA0573  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0573  DYNAMIC HT  -         219.117 (meters)     718.89  (feet)  COMP
 DA0573  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 DA0573
 DA0573  HORZ ORDER  -  FIRST
 DA0573  VERT ORDER  -  FIRST     CLASS II
 DA0573
 DA0573.The horizontal coordinates were established by classical geodetic methods
 DA0573.and adjusted by the National Geodetic Survey in August 1993..
 DA0573
 DA0573.The orthometric height was determined by differential leveling
 DA0573.and adjusted by the National Geodetic Survey in June 1991..
 DA0573
 DA0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0573
 DA0573.The geoid height was determined by GEOID03.
 DA0573
 DA0573.The dynamic height is computed by dividing the NAVD 88
 DA0573.geopotential number by the normal gravity value computed on the
 DA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0573.degrees latitude (g = 980.6199 gals.).
 DA0573
 DA0573.The modeled gravity was interpolated from observed gravity values.
 DA0573
 DA0573;                    North         East     Units Scale Factor Converg.
 DA0573;SPC AZ C     -   213,099.539   120,877.304   MT  1.00000543   -0 32 14.6
 DA0573;SPC AZ C     -   699,145.47    396,579.08   iFT  1.00000543   -0 32 14.6
 DA0573;UTM  12      - 3,643,814.409   321,823.155   MT  0.99999146   -1 02 08.8
 DA0573
 DA0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0573!SPC AZ C     -   0.99997049  x   1.00000543  =   0.99997592
 DA0573!UTM  12      -   0.99997049  x   0.99999146  =   0.99996195
 DA0573
 DA0573:                Primary Azimuth Mark                     Grid Az
 DA0573:SPC AZ C     -  THEBA 2                                  079 46 27.4
 DA0573:UTM  12      -  THEBA 2                                  080 16 21.6
 DA0573
 DA0573|---------------------------------------------------------------------|
 DA0573| PID    Reference Object                     Distance      Geod. Az  |
 DA0573|                                                           dddmmss.s |
 DA0573| DA1168 THEBA 2                             APPROX. 1.2 KM 0791412.8 |
 DA0573| DA0571 CROSSING                             19.218 METERS 22328     |
 DA0573|---------------------------------------------------------------------|
 DA0573
 DA0573                          SUPERSEDED SURVEY CONTROL
 DA0573
 DA0573  NAD 83(1986)-  32 55 05.03677(N)    112 54 19.61586(W) AD(       ) 1
 DA0573  NAD 27      -  32 55 04.85881(N)    112 54 16.99523(W) AD(       ) 1
 DA0573  NGVD 29 (??/??/92)  218.790  (m)          717.81   (f) ADJ UNCH    1 2
 DA0573
 DA0573.Superseded values are not recommended for survey control.
 DA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0573.See file dsdata.txt to determine how the superseded data were derived.
 DA0573
 DA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2182343814(NAD 83)
 DA0573_MARKER: DR = REFERENCE MARK DISK
 DA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0573_STAMPING: CROSSING NO 2 1934
 DA0573_MARK LOGO: CGS   
 DA0573_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0573+STABILITY: SURFACE MOTION
 DA0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0573+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0573
 DA0573  HISTORY     - Date     Condition        Report By
 DA0573  HISTORY     - 1971     MONUMENTED       NGS
 DA0573  HISTORY     - 1960     GOOD             NGS
 DA0573  HISTORY     - 1971     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 20060128 GOOD             USPSQD
 DA0573  HISTORY     - 20060128 GOOD             USPSQD
 DA0573
 DA0573                          STATION DESCRIPTION
 DA0573
 DA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0573'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSSING NO 2 1934, SET
 DA0573'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 DA0573'INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FT NORTH OF THE NORTH RAIL
 DA0573'OF THE RAILROAD TRACK, 63 FT WEST OF THE CENTER OF THE GRAVELED ROAD
 DA0573'AND 53 FT SOUTH OF THE CENTER OF THE FRONTAGE ROAD.
 DA0573'
 DA0573'TO REACH STATION CROSSING FROM THE JUNCTION OF EUCLID AVENUE AND PIMA
 DA0573'STREET US 80, 1 BLOCK SOUTH OF THE POST OFFICEIN GILA BEND GO WEST ON
 DA0573'PIMA STREET US 80 FOR 1.35 MILES TO THE JUNCTION OF INTERSTATE HWY
 DA0573'8.  CONTINUE WEST ON INTERSTATE HWY 8 FOR 8.8 MILES TO THE THEBA ROAD
 DA0573'EXIT.  BEAR RIGHT AND GO WEST ON THE EXIT ROAD FOR 0.3 MILE TO THE
 DA0573'JUNCTION OF THEBA ROAD.   TURN LEFT AND GO SOUTH ON THEBA ROAD,
 DA0573'(PASSING UNDER THE HWY) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 DA0573'AND GO WEST ON THE FRONTAGE RD. FOR 1.1 MI TO THE STATION ON THE LEFT.
 DA0573
 DA0573                          STATION RECOVERY (1960)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0573'11.2 MI W FROM GILA BEND.
 DA0573'11.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA0573'TANK AT GILA BEND, 63.06 FEET NORTHEAST OF THE STATION MARK, 6 FEET
 DA0573'EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN A
 DA0573'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DA0573
 DA0573                          STATION RECOVERY (1971)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0573'RECOVERED IN GOOD CONDITION.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'18.1 KM (11.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0573'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0573'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0573'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 19.2 METERS
 DA0573'(63.0 FT) NORTH OF THE TRIANGULATION STATION CROSSING, 15.5 METERS
 DA0573'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0573'HIGHWAY 80), 15.4 METERS (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0573'GRADED ROAD.
 DA0573'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0573'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'18.1 KM (11.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0573'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0573'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0573'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 19.2 METERS
 DA0573'(63.0 FT) NORTH OF THE TRIANGULATION STATION CROSSING, 15.5 METERS
 DA0573'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0573'HIGHWAY 80), 15.4 METERS (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0573'GRADED ROAD.
 DA0573'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0573'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'RECOVERED IN GOOD CONDITION.
 DA0573
 DA0573                          STATION RECOVERY (2006)
 DA0573
 DA0573'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0573'RECOVERED AS DESCRIBED.
 DA0573
 DA0573                          STATION RECOVERY (2006)
 DA0573
 DA0573'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1092 ***********************************************************************
 ET1092  DESIGNATION -  CROW
 ET1092  PID         -  ET1092
 ET1092  STATE/COUNTY-  AZ/MOHAVE
 ET1092  USGS QUAD   -  GUNSIGHT CANYON (1967)
 ET1092
 ET1092                         *CURRENT SURVEY CONTROL
 ET1092  ___________________________________________________________________
 ET1092* NAD 83(1992)-  34 49 16.19614(N)    113 37 36.00055(W)     ADJUSTED  
 ET1092* NAVD 88     -       685.17   (+/-2cm)    2247.9    (feet)  VERTCON   
 ET1092  ___________________________________________________________________
 ET1092  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ET1092  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 ET1092
 ET1092  HORZ ORDER  -  SECOND
 ET1092  VERT ORDER  -  THIRD ? (See Below)
 ET1092
 ET1092.The horizontal coordinates were established by classical geodetic methods
 ET1092.and adjusted by the National Geodetic Survey in August 1993..
 ET1092
 ET1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1092.The vertical order pertains to the NGVD 29 superseded value.
 ET1092
 ET1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1092
 ET1092.The geoid height was determined by GEOID03.
 ET1092
 ET1092;                    North         East     Units Scale Factor Converg.
 ET1092;SPC AZ W     -   423,757.561   224,642.552   MT  0.99993490   +0 04 13.5
 ET1092;SPC AZ W     - 1,390,280.71    737,016.25   iFT  0.99993490   +0 04 13.5
 ET1092;UTM  12      - 3,856,357.038   259,762.480   MT  1.00031139   -1 30 02.1
 ET1092
 ET1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1092!SPC AZ W     -   0.99989698  x   0.99993490  =   0.99983189
 ET1092!UTM  12      -   0.99989698  x   1.00031139  =   1.00020834
 ET1092
 ET1092|---------------------------------------------------------------------|
 ET1092| PID    Reference Object                     Distance      Geod. Az  |
 ET1092|                                                           dddmmss.s |
 ET1092| CH2999 CROW RM 1                            11.414 METERS 24212     |
 ET1092| CH3000 CROW RM 2                             4.459 METERS 31110     |
 ET1092| ET1094 JOE                                 APPROX. 6.3 KM 3431213.2 |
 ET1092|---------------------------------------------------------------------|
 ET1092
 ET1092                          SUPERSEDED SURVEY CONTROL
 ET1092
 ET1092  NAD 83(1986)-  34 49 16.19670(N)    113 37 36.00668(W) AD(       ) 2
 ET1092  NAD 27      -  34 49 16.15570(N)    113 37 33.22816(W) AD(       ) 2
 ET1092  NGVD 29 (07/19/86)  684.39   (m)         2245.4    (f) LEVELING    3  
 ET1092
 ET1092.Superseded values are not recommended for survey control.
 ET1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1092.See file dsdata.txt to determine how the superseded data were derived.
 ET1092
 ET1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5976256357(NAD 83)
 ET1092_MARKER: DD = SURVEY DISK
 ET1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1092
 ET1092  HISTORY     - Date     Condition        Report By
 ET1092  HISTORY     - 1979     MONUMENTED       AZDT
 ET1092  HISTORY     - 19980702 GOOD             USPSQD
 ET1092
 ET1092                          STATION DESCRIPTION
 ET1092
 ET1092'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1092'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WICKIEUP ALONG THE WEST
 ET1092'SIDE OF U.S. HIGHWAY 93.
 ET1092'
 ET1092'THE STATION MARK IS AN ADOT DISK STAMPED CROW 1979.  IT IS SET IN TOP
 ET1092'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 ET1092'3.4 FEET SOUTH OF THE WITNESS POST.
 ET1092'
 ET1092'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CROW RM 1 1979.  IT IS SET
 ET1092'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ET1092'
 ET1092'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CROW RM 2 1979.  IT IS SET
 ET1092'WITH EPOXY TO A BOULDER.
 ET1092'
 ET1092'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH
 ET1092'ALONG U.S. HIGHWAY 93 FOR 8.35 MILES TO A HIGHWAY CUT AND STATION ON
 ET1092'THE LEFT 97 FEET WEST OF THE HIGHWAY CENTERLINE.
 ET1092
 ET1092                          STATION RECOVERY (1998)
 ET1092
 ET1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0606 ***********************************************************************
 GP0606  DESIGNATION -  CROWN
 GP0606  PID         -  GP0606
 GP0606  STATE/COUNTY-  AZ/COCONINO
 GP0606  USGS QUAD   -  LEES FERRY (1985)
 GP0606
 GP0606                         *CURRENT SURVEY CONTROL
 GP0606  ___________________________________________________________________
 GP0606* NAD 83(1992)-  36 52 05.00160(N)    111 34 21.42019(W)     ADJUSTED  
 GP0606* NAVD 88     -      1446.1    (meters)    4744.     (feet)  VERTCON   
 GP0606  ___________________________________________________________________
 GP0606  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GP0606  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0606
 GP0606  HORZ ORDER  -  SECOND
 GP0606
 GP0606.The horizontal coordinates were established by classical geodetic methods
 GP0606.and adjusted by the National Geodetic Survey in August 1993..
 GP0606
 GP0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0606
 GP0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0606
 GP0606.The geoid height was determined by GEOID03.
 GP0606
 GP0606;                    North         East     Units Scale Factor Converg.
 GP0606;SPC AZ C     -   650,884.147   244,034.280   MT  0.99991159   +0 12 23.1
 GP0606;SPC AZ C     - 2,135,446.68    800,637.40   iFT  0.99991159   +0 12 23.1
 GP0606;UTM  12      - 4,080,388.574   448,962.677   MT  0.99963209   -0 20 36.8
 GP0606
 GP0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0606!SPC AZ C     -   0.99977678  x   0.99991159  =   0.99968839
 GP0606!UTM  12      -   0.99977678  x   0.99963209  =   0.99940895
 GP0606
 GP0606|---------------------------------------------------------------------|
 GP0606| PID    Reference Object                     Distance      Geod. Az  |
 GP0606|                                                           dddmmss.s |
 GP0606| CH3001 CROWN RM 1                           13.485 METERS 01645     |
 GP0606| CH3002 CROWN RM 2                            9.927 METERS 27934     |
 GP0606| GP0612 LEE WEST BASE                       APPROX. 0.7 KM 3473548.8 |
 GP0606|---------------------------------------------------------------------|
 GP0606
 GP0606                          SUPERSEDED SURVEY CONTROL
 GP0606
 GP0606  NAD 83(1986)-  36 52 04.99667(N)    111 34 21.42098(W) AD(       ) 2
 GP0606  NAD 27      -  36 52 05.03959(N)    111 34 18.84833(W) AD(       ) 2
 GP0606  NGVD 29 (07/19/86) 1445.2    (m)         4741.     (f) VERT ANG       
 GP0606
 GP0606.Superseded values are not recommended for survey control.
 GP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0606.See file dsdata.txt to determine how the superseded data were derived.
 GP0606
 GP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4896380389(NAD 83)
 GP0606_MARKER: DS = TRIANGULATION STATION DISK
 GP0606_SETTING: 66 = SET IN ROCK OUTCROP
 GP0606
 GP0606  HISTORY     - Date     Condition        Report By
 GP0606  HISTORY     - 1947     MONUMENTED       CGS
 GP0606  HISTORY     - 1963     GOOD             CGS
 GP0606
 GP0606                          STATION DESCRIPTION
 GP0606
 GP0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0606'THE STATION IS LOCATED JUST NORTH OF THE HIGH BLUFFS ABOVE
 GP0606'LEES FERRY, AND IN THE CENTER OF THE NARROWEST PART OF THE
 GP0606'LARGE BEND OF THE COLORADO RIVER.
 GP0606'
 GP0606'THE STATION IS A STANDARD DISK STAMPED CROWN 1947, ST IN
 GP0606'ROCK OUTCROP, FLUSH.  IT IS ON THE HIGHEST PINNACLE IN THE
 GP0606'VICINITY, WHICH IS ABOUT 6 FOOT ACROSS AT THE TOP.
 GP0606'
 GP0606'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED CROWN NO 1 1947,
 GP0606'SET IN ROCK OUTCROP, FLUSH.  IT IS 13 FEET WEST OF THE EDGE
 GP0606'OF THE BLUFF AND ABOUT 17 FEET LOWER THAN THE STATION.
 GP0606'
 GP0606'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CROWN NO 2
 GP0606'1947, SET IN ROCK OUTCROP, FLUSH.  IT IS 20 FEET FROM THE
 GP0606'EDGE OF THE BLUFF, AND ABOUT 16 FEET LOWER THAN THE STATION.
 GP0606'
 GP0606'STATION LEE W BASE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 GP0606'
 GP0606'TO REACH THE STATION FROM LEES FERRY FOLLOW TRAIL UP THE BLUFF
 GP0606'TO THE TOP THEN PACK ACROSS TOP EAST FOR 0.2 MILE TO THE HIGHEST
 GP0606'POINT AND THE STATION AS DESCRIBED.
 GP0606
 GP0606                          STATION RECOVERY (1963)
 GP0606
 GP0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0606'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITON.
 GP0606'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 GP0606'
 GP0606'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
 GP0606'
 GP0606'A BETTER ROUTE TO REACH THE STATION IS--
 GP0606'
 GP0606'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND ALTERNATE
 GP0606'89 (ABOUT 24 MILES SOUTH-SOUTHWEST OF PAGE, ALONG HIGHWAY 89),
 GP0606'TAKE ALTERNATE 89 AND GO NORTHWESTERLY FOR 16.4 MILES TO THE
 GP0606'NAVAJO BRIDGE.  CONTINUE ON THE HIGHWAY FOR 5.0 MILE TO A SIDE
 GP0606'ROAD RIGHT AND A SIGN LEES FERRY 5 MILES (THIS IS JUST BEFORE
 GP0606'REACHING A RICHFIELD SERVICE STATION ON THE RIGHT).  TURN
 GP0606'RIGHT, LEAVING THE HIGHWAY, ONTO A DIRT ROAD AND GO NORTHERLY
 GP0606'FOR 3.45 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW A
 GP0606'GOOD DIRT ROAD FOR 2.9 MILES TO A FORK.  TAKE THE RIGHT FORK
 GP0606'FOR 0.2 MILE TO A CREEK.  FORD THE CREEK AND CONTINUE AHEAD
 GP0606'ON THE MAIN ROAD FOR 0.7 MILE TO THE HOME OF AN EMPLOYEE
 GP0606'WHO GUAGES AND CHECKS SAMPLES OF THE RIVER FOR SEDIMENT
 GP0606'(HE KNOWS THE TRAIL TO THE TOP OF THE BLUFF).  CONTINUE
 GP0606'AHEAD FOR 0.15 MILE TO A FORK AND THE END OF TRUCK TRAVEL.
 GP0606'FROM HERE, PACK UP THE ROAD FOR A SHORT DISTANCE TO A POINT
 GP0606'JUST BEFORE REACHING A TOWER WHICH SUPPORTS CABLE ACROSS
 GP0606'THE RIVER.  TURN LEFT AND FOLLOW TRAIL UP A STEEP BLUFF TO
 GP0606'THE TOP.  TURN RIGHT AND GO EASTERLY FOR ABOUT 1/4 MILE
 GP0606'TO A HIGH PONT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0882 ***********************************************************************
 FR0882  DESIGNATION -  CRUICE
 FR0882  PID         -  FR0882
 FR0882  STATE/COUNTY-  AZ/YAVAPAI
 FR0882  USGS QUAD   -  ASH FORK (1979)
 FR0882
 FR0882                         *CURRENT SURVEY CONTROL
 FR0882  ___________________________________________________________________
 FR0882* NAD 83(1992)-  35 10 40.80797(N)    112 27 24.68911(W)     ADJUSTED  
 FR0882* NAVD 88     -      1636.7    (meters)    5370.     (feet)  VERTCON   
 FR0882  ___________________________________________________________________
 FR0882  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 FR0882  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR0882
 FR0882  HORZ ORDER  -  SECOND
 FR0882
 FR0882.The horizontal coordinates were established by classical geodetic methods
 FR0882.and adjusted by the National Geodetic Survey in August 1993..
 FR0882
 FR0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0882
 FR0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0882
 FR0882.The geoid height was determined by GEOID03.
 FR0882
 FR0882;                    North         East     Units Scale Factor Converg.
 FR0882;SPC AZ C     -   463,453.826   164,158.616   MT  0.99992982   -0 18 40.4
 FR0882;SPC AZ C     - 1,520,517.80    538,578.14   iFT  0.99992982   -0 18 40.4
 FR0882;UTM  12      - 3,893,754.890   367,342.975   MT  0.99981688   -0 50 22.0
 FR0882
 FR0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0882!SPC AZ C     -   0.99974708  x   0.99992982  =   0.99967692
 FR0882!UTM  12      -   0.99974708  x   0.99981688  =   0.99956401
 FR0882
 FR0882:                Primary Azimuth Mark                     Grid Az
 FR0882:SPC AZ C     -  JO                                       064 22 39.8
 FR0882:UTM  12      -  JO                                       064 54 21.4
 FR0882
 FR0882|---------------------------------------------------------------------|
 FR0882| PID    Reference Object                     Distance      Geod. Az  |
 FR0882|                                                           dddmmss.s |
 FR0882| FR0879 JO                                  APPROX. 2.7 KM 0640359.4 |
 FR0882| CH3003 CRUICE RM 1                           6.569 METERS 17231     |
 FR0882| CH3004 CRUICE RM 2                           5.287 METERS 30746     |
 FR0882|---------------------------------------------------------------------|
 FR0882
 FR0882                          SUPERSEDED SURVEY CONTROL
 FR0882
 FR0882  NAD 83(1986)-  35 10 40.80657(N)    112 27 24.68662(W) AD(       ) 2
 FR0882  NAD 27      -  35 10 40.76155(N)    112 27 22.04462(W) AD(       ) 2
 FR0882  NGVD 29 (07/19/86) 1635.8    (m)         5367.     (f) VERT ANG       
 FR0882
 FR0882.Superseded values are not recommended for survey control.
 FR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0882.See file dsdata.txt to determine how the superseded data were derived.
 FR0882
 FR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6734393755(NAD 83)
 FR0882_MARKER: DD = SURVEY DISK
 FR0882_SETTING: 66 = SET IN ROCK OUTCROP
 FR0882
 FR0882  HISTORY     - Date     Condition        Report By
 FR0882  HISTORY     - 1974     MONUMENTED       USGS
 FR0882  HISTORY     - 1980     GOOD             AZDT
 FR0882
 FR0882                          STATION DESCRIPTION
 FR0882
 FR0882'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0882'RM 1 TO RM 2 NOT MEASURED.
 FR0882'
 FR0882'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 FR0882'
 FR0882'LOCATED ABOUT 43 MI N. OF PRESCOTT. ABOUT 3.5 MI SE. OF ASHFORK.
 FR0882'ABOUT 0.5 MI E. OF U. S. HWY. 89. ON A PROMINENT ROCKY AND PARTIALLY
 FR0882'CLEAR TOP ON THE MOUNTAIN END OF A RIDGE.
 FR0882'
 FR0882'TO REACH FROM THE JCT. OF U. S. HWY. 66 AND 89, W. OF ASHFORK,
 FR0882'PROCEED S. ALONG U. S. HWY. 89 FOR 2.1 MI TO T-RD. E., 0.2 MI S. OF
 FR0882'MILEPOST 362. TURN LEFT FOR 0.7 MI TO UNDERGROUND PIPE LINE. TURN
 FR0882'RIGHT ALONG PIPE LINE FOR 1.0 MI TO TOP OF HILL. TURN RIGHT
 FR0882'ACROSS COUNTRY FOR ABOUT 150 YARDS TO NEAR TOP OF HILL AND END OF
 FR0882'TRUCK TRAVEL.  PACK W. TO TOP OF HILL AND STATION.
 FR0882'
 FR0882'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CRUICE 1974
 FR0882'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0882'
 FR0882'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED CRUICE
 FR0882'NO 1 1974 CEMENTED IN A DRILL HOLE ON A FLAT ROCK OUTCROP.
 FR0882'
 FR0882'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED CRUICE
 FR0882'NO 2 1974 CEMENTED IN A DRILL HOLE ON A FLAT ROCK OUTCROP.
 FR0882
 FR0882                          STATION RECOVERY (1980)
 FR0882
 FR0882'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0882'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FR0882'FOUND TO BE IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0882'
 FR0882'TO REACH THE STATION FROM THE JUNCTION OF I 40 AND US HIGHWAY 89 IN
 FR0882'ASH FORK TRAVEL SOUTH ALONG US 89 FOR 2.1 MILES TO A SIDE ROAD EAST AT
 FR0882'MILEPOST 361.8.  TURN LEFT AND TRAVEL FOR 0.7 MILE TO A BURIED PIPE
 FR0882'LINE.  TURN RIGHT AND TRAVEL ALONG PIPELINE FOR 1.0 MILE TO TOP OF
 FR0882'HILL.  TURN RIGHT AND TRAVEL ACROSS COUNTRY FOR ABOUT 150 YARDS TO END
 FR0882'OF TRUCK TRAVEL.  PACK WEST TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1898 ***********************************************************************
 CZ1898  DESIGNATION -  CRUZ
 CZ1898  PID         -  CZ1898
 CZ1898  STATE/COUNTY-  AZ/PINAL
 CZ1898  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1898
 CZ1898                         *CURRENT SURVEY CONTROL
 CZ1898  ___________________________________________________________________
 CZ1898* NAD 83(1992)-  32 36 14.64681(N)    110 59 30.65753(W)     ADJUSTED  
 CZ1898* NAVD 88     -      1132.5    (meters)    3716.     (feet)  VERTCON   
 CZ1898  ___________________________________________________________________
 CZ1898  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ1898  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CZ1898
 CZ1898  HORZ ORDER  -  SECOND
 CZ1898
 CZ1898.The horizontal coordinates were established by classical geodetic methods
 CZ1898.and adjusted by the National Geodetic Survey in August 1993..
 CZ1898
 CZ1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1898
 CZ1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1898
 CZ1898.The geoid height was determined by GEOID03.
 CZ1898
 CZ1898;                    North         East     Units Scale Factor Converg.
 CZ1898;SPC AZ C     -   178,224.265   300,164.019   MT  0.99999288   +0 29 54.1
 CZ1898;SPC AZ C     -   584,725.28    984,790.09   iFT  0.99999288   +0 29 54.1
 CZ1898;UTM  12      - 3,607,395.367   500,764.786   MT  0.99960001   +0 00 15.8
 CZ1898
 CZ1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1898!SPC AZ C     -   0.99982670  x   0.99999288  =   0.99981958
 CZ1898!UTM  12      -   0.99982670  x   0.99960001  =   0.99942678
 CZ1898
 CZ1898|---------------------------------------------------------------------|
 CZ1898| PID    Reference Object                     Distance      Geod. Az  |
 CZ1898|                                                           dddmmss.s |
 CZ1898| CC7213 CRUZ RM 1                             9.826 METERS 06456     |
 CZ1898| CC7214 CRUZ RM 2                             9.703 METERS 24542     |
 CZ1898| CZ1918 SUIZO                               APPROX. 2.7 KM 3401136.4 |
 CZ1898|---------------------------------------------------------------------|
 CZ1898
 CZ1898                          SUPERSEDED SURVEY CONTROL
 CZ1898
 CZ1898  NAD 83(1986)-  32 36 14.64150(N)    110 59 30.65319(W) AD(       ) 2
 CZ1898  NAD 27      -  32 36 14.37915(N)    110 59 28.26993(W) AD(       ) 2
 CZ1898  NGVD 29 (07/19/86) 1131.8    (m)         3713.     (f) VERT ANG       
 CZ1898
 CZ1898.Superseded values are not recommended for survey control.
 CZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1898.See file dsdata.txt to determine how the superseded data were derived.
 CZ1898
 CZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0076507395(NAD 83)
 CZ1898_MARKER: DS = TRIANGULATION STATION DISK
 CZ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1898+STABILITY: SURFACE MOTION
 CZ1898
 CZ1898  HISTORY     - Date     Condition        Report By
 CZ1898  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1898  HISTORY     - 1983     GOOD             AZDT
 CZ1898
 CZ1898                          STATION DESCRIPTION
 CZ1898
 CZ1898'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1898'THE STATION IS ABOUT 4.7 MILES NORTHWEST OF ORACLE JUNCTION,
 CZ1898'13 MILES WEST OF ORACLE AND ABOUT 1/2 MILE WEST OF U.S. HWY. 80-89
 CZ1898'ON TOP OF A LOW HILL.
 CZ1898'
 CZ1898'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ 1977
 CZ1898'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH
 CZ1898'A WITNESS POST AND SIGN 3.6 FEET TO WEST.
 CZ1898'
 CZ1898'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ RM
 CZ1898'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1898'
 CZ1898'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ RM
 CZ1898'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1898'
 CZ1898'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA ROUTE 287
 CZ1898'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1898'HWY. 80-89 TO MILE POST 95.35, TURN RIGHT (WEST) INTO
 CZ1898'ORACLE SUBSTATION AND GO THROUGH GATE FOR 50 FEET.  TURN RIGHT ON
 CZ1898'POWERLINE ROAD AND CONTINUE NORTH FOR 0.4 MILE TO A CROSS ROAD,
 CZ1898'CONTINUE ON POWERLINE ROAD FOR 0.49 MILE TO A FORK IN ROAD, TAKE
 CZ1898'LEFT FORK AND GO 0.14 MILE TO ANOTHER ROAD FORK, TAKE LEFT FORK
 CZ1898'50 FEET TO TOP OF HILL AND THE STATION.
 CZ1898'
 CZ1898'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1898
 CZ1898                          STATION RECOVERY (1983)
 CZ1898
 CZ1898'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1898'THE STATION WAS RECOVERED AS DESCRIBED IN 1977.  THE ROUTE TO THE
 CZ1898'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0743 ***********************************************************************
 DT0743  DESIGNATION -  CRUZ
 DT0743  PID         -  DT0743
 DT0743  STATE/COUNTY-  AZ/GREENLEE
 DT0743  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0743
 DT0743                         *CURRENT SURVEY CONTROL
 DT0743  ___________________________________________________________________
 DT0743* NAD 83(1992)-  33 10 01.86364(N)    109 16 12.49319(W)     ADJUSTED  
 DT0743* NAVD 88     -      1282.9    (meters)    4209.     (feet)  VERTCON   
 DT0743  ___________________________________________________________________
 DT0743  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DT0743  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 DT0743
 DT0743  HORZ ORDER  -  SECOND
 DT0743
 DT0743.The horizontal coordinates were established by classical geodetic methods
 DT0743.and adjusted by the National Geodetic Survey in August 1993..
 DT0743
 DT0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0743
 DT0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0743
 DT0743.The geoid height was determined by GEOID03.
 DT0743
 DT0743;                    North         East     Units Scale Factor Converg.
 DT0743;SPC AZ E     -   240,649.348   296,978.227   MT  0.99998618   +0 29 25.8
 DT0743;SPC AZ E     -   789,531.98    974,338.02   iFT  0.99998618   +0 29 25.8
 DT0743;UTM  12      - 3,671,153.651   661,301.054   MT  0.99992080   +0 56 47.7
 DT0743
 DT0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0743!SPC AZ E     -   0.99980255  x   0.99998618  =   0.99978873
 DT0743!UTM  12      -   0.99980255  x   0.99992080  =   0.99972337
 DT0743
 DT0743|---------------------------------------------------------------------|
 DT0743| PID    Reference Object                     Distance      Geod. Az  |
 DT0743|                                                           dddmmss.s |
 DT0743| CD2745 CRUZ RM 1                             6.037 METERS 06112     |
 DT0743| DT0753 DORSEY                              APPROX. 6.0 KM 2073339.7 |
 DT0743| CD2746 CRUZ RM 2                            15.120 METERS 35144     |
 DT0743|---------------------------------------------------------------------|
 DT0743
 DT0743                          SUPERSEDED SURVEY CONTROL
 DT0743
 DT0743  NAD 83(1986)-  33 10 01.85964(N)    109 16 12.49228(W) AD(       ) 2
 DT0743  NAD 27      -  33 10 01.63990(N)    109 16 10.23311(W) AD(       ) 2
 DT0743  NGVD 29 (07/19/86) 1282.1    (m)         4206.     (f) VERT ANG       
 DT0743
 DT0743.Superseded values are not recommended for survey control.
 DT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0743.See file dsdata.txt to determine how the superseded data were derived.
 DT0743
 DT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6130171154(NAD 83)
 DT0743_MARKER: DD = SURVEY DISK
 DT0743_SETTING: 66 = SET IN ROCK OUTCROP
 DT0743_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0743+STABILITY: POSITION/ELEVATION WELL
 DT0743
 DT0743  HISTORY     - Date     Condition        Report By
 DT0743  HISTORY     - 1978     MONUMENTED       AZDT
 DT0743
 DT0743                          STATION DESCRIPTION
 DT0743
 DT0743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0743'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF CLIFTON
 DT0743'ON A RIDGE WEST OF THE SAN FRANCISCO RIVER AND NORTH OF MOUTH OF
 DT0743'SANTA CRUZ CANYON.
 DT0743'
 DT0743'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ 1978
 DT0743'EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED WITH A WITNESS POST AND
 DT0743'SIGN 5.5 FEET TO THE NORTHWEST.
 DT0743'
 DT0743'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ
 DT0743'RM 2 1978 AND IS EPOXIED TO A ROCK.
 DT0743'
 DT0743'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ
 DT0743'RM 1 1978 EPOXIED TO A ROCK.
 DT0743'
 DT0743'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0743'U.S. HWY. 666 IN CLIFTON, TAKE THE NORTH CLIFTON RD. FOR 0.55 MILE
 DT0743'TO BRIDGE, CROSS OVER BRIDGE AND CONTINUE UP RIVER 1.10 MILES TO A
 DT0743'FORK, TAKE RIGHT FORK AND CONTINUE ON NEW RD. ALIGNMENT FOR 5.0
 DT0743'MILES TO A TRAIL ON THE LEFT, TURN LEFT AND DROP DOWN TO THE
 DT0743'OLD SAN FRANCISCO RIVER TRAIL, CONTINUE UP RIVER 3.5 MILES TO
 DT0743'THE MOUTH OF SANTA CRUZ CANYON ON THE LEFT AND THE END OF TRUCK
 DT0743'TRAVEL.  PACK UP THE NOSE OF THE RIDGE ON THE EAST SIDE OF
 DT0743'CANYON MOUTH TO HIGHEST POINT ON RIDGE AND THE STATION, ABOUT A
 DT0743'45 MINUTE PACK.
 DT0743'
 DT0743'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2092 ***********************************************************************
 DV2092  DESIGNATION -  CRUZ
 DV2092  PID         -  DV2092
 DV2092  STATE/COUNTY-  AZ/MARICOPA
 DV2092  USGS QUAD   -  LAVEEN (1973)
 DV2092
 DV2092                         *CURRENT SURVEY CONTROL
 DV2092  ___________________________________________________________________
 DV2092* NAD 83(1992)-  33 17 39.08437(N)    112 13 51.06424(W)     ADJUSTED  
 DV2092* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 DV2092  ___________________________________________________________________
 DV2092  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DV2092  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV2092
 DV2092  HORZ ORDER  -  FIRST
 DV2092
 DV2092.The horizontal coordinates were established by classical geodetic methods
 DV2092.and adjusted by the National Geodetic Survey in August 1993..
 DV2092
 DV2092.The orthometric height was scaled from a topographic map.
 DV2092
 DV2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2092
 DV2092.The geoid height was determined by GEOID03.
 DV2092
 DV2092;                    North         East     Units Scale Factor Converg.
 DV2092;SPC AZ C     -   254,420.084   184,099.145   MT  0.99991055   -0 10 20.9
 DV2092;SPC AZ C     -   834,711.56    603,999.82   iFT  0.99991055   -0 10 20.9
 DV2092;UTM  12      - 3,684,577.440   385,398.585   MT  0.99976192   -0 40 32.6
 DV2092
 DV2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2092!SPC AZ C     -   0.99995517  x   0.99991055  =   0.99986573
 DV2092!UTM  12      -   0.99995517  x   0.99976192  =   0.99971710
 DV2092
 DV2092|---------------------------------------------------------------------|
 DV2092| PID    Reference Object                     Distance      Geod. Az  |
 DV2092|                                                           dddmmss.s |
 DV2092| CH5039 CRUZ RM 1                            10.120 METERS 06536     |
 DV2092| CH5038 CRUZ RM 3                                          0920747.2 |
 DV2092| CH5040 CRUZ RM 2                            11.389 METERS 13245     |
 DV2092|---------------------------------------------------------------------|
 DV2092
 DV2092                          SUPERSEDED SURVEY CONTROL
 DV2092
 DV2092  NAD 83(1986)-  33 17 39.07803(N)    112 13 51.06969(W) AD(       ) 1
 DV2092  NAD 27      -  33 17 38.91200(N)    112 13 48.52400(W) AD(       ) 1
 DV2092
 DV2092.Superseded values are not recommended for survey control.
 DV2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2092.See file dsdata.txt to determine how the superseded data were derived.
 DV2092
 DV2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8539984577(NAD 83)
 DV2092_MARKER: DS = TRIANGULATION STATION DISK
 DV2092_SETTING: 80 = SET IN A BOULDER
 DV2092_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV2092
 DV2092  HISTORY     - Date     Condition        Report By
 DV2092  HISTORY     - 1935     MONUMENTED       CGS
 DV2092  HISTORY     - 1972     GOOD             AZHD
 DV2092  HISTORY     - 19871230 GOOD             LOCSUR
 DV2092
 DV2092                          STATION DESCRIPTION
 DV2092
 DV2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2092'ABOUT 17 MILES SOUTHWEST OF PHOENIX ON THE HIGHEST PART OF
 DV2092'A FLAT GRAVEL RIDGE WEST OF THE GILA RIVER.  THERE ARE WASHES
 DV2092'ON THE SOUTH, WEST, AND EAST SIDES OF THE RIDGE.  MARKED BY
 DV2092'A STANDARD BRONZE DISK.  REFERENCE MARK
 DV2092'NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 DV2092'10.120 METERS (33.20 FEET) FROM STATION N 65 DEG 36 MIN E.
 DV2092'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2092'DISK IS 11.389 METERS (37.37 FEET) FROM STATION
 DV2092'S 47 DEG 36 MIN E.  THE AZIMUTH MARK (REFERENCE MARK
 DV2092'NO. 3), A STANDARD BRONZE DISK IS S 87 DEG 52 MIN E.
 DV2092
 DV2092                          STATION RECOVERY (1972)
 DV2092
 DV2092'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2092'GENERAL LOCATION-AJO TO TUCSON TO PHOENIX TO WINKELMAN.
 DV2092'
 DV2092'TO REACH-AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2092'
 DV2092'STATION MARK-STD USC AND GS B.C.
 DV2092'
 DV2092'REFERENCE MARKS-GOOD.
 DV2092
 DV2092                          STATION RECOVERY (1987)
 DV2092
 DV2092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EK)
 DV2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0745 ***********************************************************************
 DT0745  DESIGNATION -  CRYSTAL
 DT0745  PID         -  DT0745
 DT0745  STATE/COUNTY-  AZ/GREENLEE
 DT0745  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0745
 DT0745                         *CURRENT SURVEY CONTROL
 DT0745  ___________________________________________________________________
 DT0745* NAD 83(1992)-  33 10 24.55832(N)    109 22 01.07632(W)     ADJUSTED  
 DT0745* NAVD 88     -      1965.9    (meters)    6450.     (feet)  VERTCON   
 DT0745  ___________________________________________________________________
 DT0745  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DT0745  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DT0745
 DT0745  HORZ ORDER  -  SECOND
 DT0745
 DT0745.The horizontal coordinates were established by classical geodetic methods
 DT0745.and adjusted by the National Geodetic Survey in August 1993..
 DT0745
 DT0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0745
 DT0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0745
 DT0745.The geoid height was determined by GEOID03.
 DT0745
 DT0745;                    North         East     Units Scale Factor Converg.
 DT0745;SPC AZ E     -   241,275.332   287,941.547   MT  0.99996856   +0 26 15.4
 DT0745;SPC AZ E     -   791,585.73    944,690.11   iFT  0.99996856   +0 26 15.4
 DT0745;UTM  12      - 3,671,707.639   652,260.346   MT  0.99988584   +0 53 37.4
 DT0745
 DT0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0745!SPC AZ E     -   0.99969537  x   0.99996856  =   0.99966394
 DT0745!UTM  12      -   0.99969537  x   0.99988584  =   0.99958124
 DT0745
 DT0745|---------------------------------------------------------------------|
 DT0745| PID    Reference Object                     Distance      Geod. Az  |
 DT0745|                                                           dddmmss.s |
 DT0745| CD2747 CRYSTAL RM 1                         11.882 METERS 02935     |
 DT0745| CD2748 CRYSTAL RM 2                          6.916 METERS 12045     |
 DT0745| DT0751 RENCI                               APPROX.11.2 KM 1830334.6 |
 DT0745|---------------------------------------------------------------------|
 DT0745
 DT0745                          SUPERSEDED SURVEY CONTROL
 DT0745
 DT0745  NAD 83(1986)-  33 10 24.55449(N)    109 22 01.07552(W) AD(       ) 2
 DT0745  NAD 27      -  33 10 24.33721(N)    109 21 58.80554(W) AD(       ) 2
 DT0745  NGVD 29 (07/19/86) 1965.0    (m)         6447.     (f) VERT ANG       
 DT0745
 DT0745.Superseded values are not recommended for survey control.
 DT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0745.See file dsdata.txt to determine how the superseded data were derived.
 DT0745
 DT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5226071708(NAD 83)
 DT0745_MARKER: DD = SURVEY DISK
 DT0745_SETTING: 66 = SET IN ROCK OUTCROP
 DT0745_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0745+STABILITY: POSITION/ELEVATION WELL
 DT0745
 DT0745  HISTORY     - Date     Condition        Report By
 DT0745  HISTORY     - 1978     MONUMENTED       AZDT
 DT0745
 DT0745                          STATION DESCRIPTION
 DT0745
 DT0745'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0745'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF CLIFTON
 DT0745'ON A STEEP ROCK BLUFF ON NORTH SIDE OF U.S. HWY. 666.
 DT0745'
 DT0745'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL 1978
 DT0745'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  THE STATION IS
 DT0745'DIRECTLY ABOVE A CATTLE GUARD ON A HWY. CURVE (A FENCED IN GRAVE
 DT0745'ON NORTH SIDE OF CATTLE GUARD), ABOUT 650 FEET NORTH OF HYW., 400
 DT0745'FEET ABOVE HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO
 DT0745'SOUTHWEST.
 DT0745'
 DT0745'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL
 DT0745'RM 1 1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0745'
 DT0745'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL
 DT0745'RM 2 1978 EPOXIED TO A ROCK OUTCROP.
 DT0745'
 DT0745'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0745'MINE AT MILE POST 168.6 ON U.S. HWY. 666, TRAVEL NORTH ON HIGHWAY
 DT0745'FOR 14.25 MILES TO A TRAIL ON THE RIGHT AT A CURVE IN THE ROAD,
 DT0745'PARK HERE AND PICK YOUR WAY UP A STEEP WASH UNTIL YOU CAN GET ON A
 DT0745'SMALL RIDGE LEFT OF WASH, PACK UP RIDGE AND CONTOUR WESTERLY TO
 DT0745'HIGHEST POINT OF STEEP ROCK BLUFF AND TO THE STATION.
 DT0745'
 DT0745'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0247 ***********************************************************************
 GQ0247  DESIGNATION -  CRYSTAL
 GQ0247  PID         -  GQ0247
 GQ0247  STATE/COUNTY-  AZ/COCONINO
 GQ0247  USGS QUAD   -  KANABOWNITS SPRING (1988)
 GQ0247
 GQ0247                         *CURRENT SURVEY CONTROL
 GQ0247  ___________________________________________________________________
 GQ0247* NAD 83(1992)-  36 16 07.20395(N)    112 09 41.48900(W)     ADJUSTED  
 GQ0247* NAVD 88     -      2568.1    (meters)    8426.     (feet)  VERTCON   
 GQ0247  ___________________________________________________________________
 GQ0247  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 GQ0247  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 GQ0247
 GQ0247  HORZ ORDER  -  THIRD
 GQ0247
 GQ0247.The horizontal coordinates were established by classical geodetic methods
 GQ0247.and adjusted by the National Geodetic Survey in August 1993..
 GQ0247
 GQ0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0247
 GQ0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0247
 GQ0247.The geoid height was determined by GEOID03.
 GQ0247
 GQ0247;                    North         East     Units Scale Factor Converg.
 GQ0247;SPC AZ C     -   584,349.495   191,360.002   MT  0.99990596   -0 08 41.5
 GQ0247;SPC AZ C     - 1,917,157.14    627,821.53   iFT  0.99990596   -0 08 41.5
 GQ0247;UTM  12      - 4,014,373.957   395,668.609   MT  0.99973411   -0 41 13.9
 GQ0247
 GQ0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0247!SPC AZ C     -   0.99960059  x   0.99990596  =   0.99950658
 GQ0247!UTM  12      -   0.99960059  x   0.99973411  =   0.99933480
 GQ0247
 GQ0247:                Primary Azimuth Mark                     Grid Az
 GQ0247:SPC AZ C     -  ANGEL                                    123 42 01.7
 GQ0247:UTM  12      -  ANGEL                                    124 14 34.1
 GQ0247
 GQ0247|---------------------------------------------------------------------|
 GQ0247| PID    Reference Object                     Distance      Geod. Az  |
 GQ0247|                                                           dddmmss.s |
 GQ0247| GQ0240 ANGEL                               APPROX.10.9 KM 1233320.2 |
 GQ0247|---------------------------------------------------------------------|
 GQ0247
 GQ0247                          SUPERSEDED SURVEY CONTROL
 GQ0247
 GQ0247  NAD 83(1986)-  36 16 07.20292(N)    112 09 41.49097(W) AD(       ) 3
 GQ0247  NGVD 29 (05/08/89) 2567.0    (m)         8422.     (f) VERT ANG       
 GQ0247
 GQ0247.Superseded values are not recommended for survey control.
 GQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0247.See file dsdata.txt to determine how the superseded data were derived.
 GQ0247
 GQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9566914374(NAD 83)
 GQ0247_MARKER: N = NAIL
 GQ0247_SETTING: 0 = UNSPECIFIED SETTING
 GQ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0247
 GQ0247  HISTORY     - Date     Condition        Report By
 GQ0247  HISTORY     - 1956     MONUMENTED       USGS
 GQ0247
 GQ0247                          STATION DESCRIPTION
 GQ0247
 GQ0247'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0247'LOCATED 7 MI NE. OF POINT SUBLIME, ABOUT 6.7 MI NW. OF U.S.
 GQ0247'NATIONAL PARK SERVICE HEADQUARTERS NORTH RIM.  ON HIGHEST POINT OF
 GQ0247'CRYSTAL RIDGE.
 GQ0247'
 GQ0247'TO REACH FROM USNPS HEADQUARTERS NORTH RIM, GO 0.9 MI N. ON STATE
 GQ0247'HWY. 67.  TURN LEFT ON GRAVEL RD. 1 MI TO WIRE GATE ON LEFT AND
 GQ0247'SIGN (PT SUBLIME POWELL SADDLE).  FOLLOW RD. NO. W-1 8 MI W. TO
 GQ0247'CREST OF RIDGE AT SIGN (CRYSTAL RIDGE), GO ABOUT 100 FT N. ALONG
 GQ0247'RIDGE FROM RD.
 GQ0247'
 GQ0247'STATION MARK--COPPER NAIL AND WASHER IN NOTCH IN SOUTHEAST ROOT
 GQ0247'OF 36-INCH WHITE FIR.  MARK IS CENTERED DIRECTLY UNDER SIGNAL IN
 GQ0247'TREE.
 GQ0247'
 GQ0247'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0247'15-INCH WHITE FIR TREE.
 GQ0247'
 GQ0247'RM 2--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0247'24-INCH PONDEROSA PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1087 ***********************************************************************
 ES1087  DESIGNATION -  CUE
 ES1087  PID         -  ES1087
 ES1087  STATE/COUNTY-  AZ/NAVAJO
 ES1087  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1087
 ES1087                         *CURRENT SURVEY CONTROL
 ES1087  ___________________________________________________________________
 ES1087* NAD 83(1992)-  34 01 17.28081(N)    110 30 58.12692(W)     ADJUSTED  
 ES1087* NAVD 88     -      1680.2    (meters)    5512.     (feet)  VERTCON   
 ES1087  ___________________________________________________________________
 ES1087  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 ES1087  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES1087
 ES1087  HORZ ORDER  -  THIRD
 ES1087
 ES1087.The horizontal coordinates were established by classical geodetic methods
 ES1087.and adjusted by the National Geodetic Survey in August 1993..
 ES1087
 ES1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1087
 ES1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1087
 ES1087.The geoid height was determined by GEOID03.
 ES1087
 ES1087;                    North         East     Units Scale Factor Converg.
 ES1087;SPC AZ E     -   335,089.849   181,084.669   MT  0.99991284   -0 11 43.9
 ES1087;SPC AZ E     - 1,099,376.15    594,109.81   iFT  0.99991284   -0 11 43.9
 ES1087;UTM  12      - 3,764,641.725   544,671.791   MT  0.99962460   +0 16 14.6
 ES1087
 ES1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1087!SPC AZ E     -   0.99974018  x   0.99991284  =   0.99965305
 ES1087!UTM  12      -   0.99974018  x   0.99962460  =   0.99936488
 ES1087
 ES1087|---------------------------------------------------------------------|
 ES1087| PID    Reference Object                     Distance      Geod. Az  |
 ES1087|                                                           dddmmss.s |
 ES1087| CD2754 CUE RM 3                              8.592 METERS 04426     |
 ES1087| CD2752 CUE RM 1                              7.300 METERS 13331     |
 ES1087| CD2753 CUE RM 2                              7.473 METERS 29618     |
 ES1087| CD2751 CUE AZ MK                                          3210635.2 |
 ES1087|---------------------------------------------------------------------|
 ES1087
 ES1087                          SUPERSEDED SURVEY CONTROL
 ES1087
 ES1087  NAD 83(1986)-  34 01 17.27376(N)    110 30 58.13057(W) AD(       ) 3
 ES1087  NAD 27      -  34 01 17.10310(N)    110 30 55.73040(W) AD(       ) 3
 ES1087  NGVD 29 (09/20/88) 1679.5    (m)         5510.     (f) VERT ANG       
 ES1087
 ES1087.Superseded values are not recommended for survey control.
 ES1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1087.See file dsdata.txt to determine how the superseded data were derived.
 ES1087
 ES1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4467264642(NAD 83)
 ES1087_MARKER: DS = TRIANGULATION STATION DISK
 ES1087_SETTING: 80 = SET IN A BOULDER
 ES1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1087+STABILITY: SURFACE MOTION
 ES1087
 ES1087  HISTORY     - Date     Condition        Report By
 ES1087  HISTORY     - 1946     MONUMENTED       USGS
 ES1087  HISTORY     - 1958     GOOD             USGS
 ES1087  HISTORY     - 1960     GOOD             USGS
 ES1087  HISTORY     - 1966     GOOD             USGS
 ES1087  HISTORY     - 1972     GOOD             AZHD
 ES1087
 ES1087                          STATION DESCRIPTION
 ES1087
 ES1087'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES1087'STATION MARK--STANDARD TABLET STAMPED---CUE 1946---, CEMENTED IN
 ES1087'ROCK.
 ES1087'
 ES1087'RM 1--STANDARD RM TABLET.
 ES1087'
 ES1087'RM 2--STANDARD RM TABLET.
 ES1087
 ES1087                          STATION RECOVERY (1958)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (CAA)
 ES1087'THE STATION IS LOCATED ABOUT 34 MILES SOUTHWEST OF SHOW LOW
 ES1087'AND 2-1/2 MILES SOUTHWEST OF CIBECUE, ON THE HIGHEST POINT
 ES1087'OF A SMALL BUT PROMINENT MOUNTAIN KNOWN LOCALLY AS, LONELY
 ES1087'MOUNTAIN.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'BENCH MARK, SET IN OUTCROPPING BEDROCK AND IS STAMPED CUE 1946.
 ES1087'
 ES1087'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'REFERENCE MARK, SET IN OUTCROPPING BEDROCK ABOUT 2 FEET LOWER
 ES1087'THAN THE STATION AND IS STAMPED 1.  (THE BEDROCK NEAR THIS MARK
 ES1087'HAS BEEN BROKEN AWAY SO A THIRD REFERENCE MARK WAS SET.)
 ES1087'
 ES1087'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'REFERENCE MARK, SET IN OUTCROPPING BEDROCK ABOUT 2 FEET LOWER
 ES1087'THEN THE STATION AND 10 FEET EAST OF THE WEST EDGE OF THE MOUNTAIN.
 ES1087'THE MARK IS STAMPED 2.
 ES1087'
 ES1087'REFERENCE MARK NO. 3 IS LEVEL WITH THE STATION AND IS STAMPED
 ES1087'CUE USGS NO 3 1958.
 ES1087'
 ES1087'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF THE GRADED
 ES1087'ROAD, 2 FEET EAST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 ES1087'2 BY 4-INCH WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 ES1087'IS STAMPED CUE USGS 1958.
 ES1087'
 ES1087'TO REACH THE STATION FROM THE CIBECUE TRADING POST IN CIBECUE,
 ES1087'GO SOUTH ON THE GRADED ROAD FOR 0.2 MILE TO A T ROAD JUNCTION.
 ES1087'TURN RIGHT, CROSSING A BRIDGE, AND FOLLOW THE GRADED ROAD,
 ES1087'(GRASSHOPPER ROAD) FOR 0.35 MILE TO A FORK, CONTINUE STRAIGHT
 ES1087'AHEAD ON THE RIGHT FORK FOR 0.15 MILE TO A CATTLE GUARD, CROSS
 ES1087'THE GUARD AND CONTINUE ON THE GRADED ROAD FOR 1.6 MILES TO A
 ES1087'BLADED TRACK ROAD LEFT, *TURN LEFT AND FOLLOW THE BLADED TRACK
 ES1087'ROAD SOUTHWESTERLY FOR 0.5 MILE TO A WIRE GATE.  GO THROUGH
 ES1087'THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.05 MILE, THEN
 ES1087'BEAR LEFT OFF THE ROAD TOWARD THE MOUNTAIN FOR 0.05 MILE
 ES1087'TO THE END OF TRUCK TRAVEL.  PACK UP THE WEST SLOPE TO THE
 ES1087'HIGHEST POINT OF THE MOUNTAIN AND THE STATION AS
 ES1087'DESCRIBED.  PACKING TIME IS 20 MINUTES.
 ES1087'
 ES1087'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 ES1087'THE GRADED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT
 ES1087'AS DESCRIBED.
 ES1087
 ES1087                          STATION RECOVERY (1960)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1087'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1958.
 ES1087'BEDROCK NEAR RM 1 HAS BEEN BROKEN AWAY SO NGS SET THIRD RM.
 ES1087'
 ES1087'LOCATED ABOUT 34 MI SW. OF SHOW LOW, 2.5 MI SW. OF CIBECUE.  ON
 ES1087'HIGHEST POINT OF SMALL BUT PROMINENT MOUNTAIN KNOWN LOCALLY AS
 ES1087'LONELY MOUNTAIN.
 ES1087'
 ES1087'TO REACH FROM CIBECUE TRADING POST IN CIBECUE, GO 0.2 MI S. ON
 ES1087'GRADED RD. TO T-RD. JCT.  TURN RIGHT CROSSING BRIDGE AND FOLLOW
 ES1087'GRADED RD. (GRASSHOPPER RD.) 0.35 MI TO FORK, CONTINUE STRAIGHT
 ES1087'AHEAD ON RIGHT FORK 0.15 MI TO CATTLEGUARD, CROSS GUARD AND
 ES1087'CONTINUE ON GRADED RD. 1.6 MI TO BLADED TRACK RD. LEFT.  TURN LEFT
 ES1087'FOLLOWING BLADED TRACK RD. 0.5 MI SW. TO WIRE GATE, GO THROUGH
 ES1087'GATE AND CONTINUE ON TRACK RD. 0.05 MI.  BEAR LEFT OFF RD. TOWARD
 ES1087'MOUNTAIN 0.05 MI TO END OF TRUCK TRAVEL.  PACK UP WEST SLOPE TO
 ES1087'HIGHEST POINT OF MOUNTAIN AND STATION.  A 20-MINUTE PACK.
 ES1087'
 ES1087'RM 1--STANDARD RM TABLET STAMPED---1---, SET IN OUTCROPPING BEDROCK
 ES1087'ABOUT 2 FT. LOWER THAN STATION.
 ES1087'
 ES1087'RM 2--STANDARD RM TABLET STAMPED---2---, SET IN OUTCROPPING BEDROCK
 ES1087'ABOUT 2 FT. LOWER THAN STATION AND 10 FT. E. OF WEST EDGE OF
 ES1087'MOUNTAIN.
 ES1087'
 ES1087'RM 3--NGS DISK STAMPED---CUE USGS NO 3 1958---, LEVEL WITH STATION.
 ES1087
 ES1087                          STATION RECOVERY (1966)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1087'RECOVERED AS DESCRIBED.
 ES1087
 ES1087                          STATION RECOVERY (1972)
 ES1087
 ES1087'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 ES1087'GENERAL LOCATION - AS PER DESCRIPTION.
 ES1087'
 ES1087'TO REACH - AS PER DESCRIPTION.
 ES1087'
 ES1087'STATION MARK - AS PER DESCRIPTION.
 ES1087'
 ES1087'REFERENCE MARKS R.M. 2 AND 3 BOTH IN AND FAIR R.M. 1 IS
 ES1087'DESTROYED.
 ES1087'
 ES1087'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0615 ***********************************************************************
 DV0615  DESIGNATION -  CULVER 2
 DV0615  PID         -  DV0615
 DV0615  STATE/COUNTY-  AZ/MARICOPA
 DV0615  USGS QUAD   -  PHOENIX (1982)
 DV0615
 DV0615                         *CURRENT SURVEY CONTROL
 DV0615  ___________________________________________________________________
 DV0615* NAD 83(1992)-  33 27 44.28466(N)    112 06 54.03697(W)     ADJUSTED  
 DV0615* NAVD 88     -       330.18   (meters)    1083.3    (feet)  RESET     
 DV0615  ___________________________________________________________________
 DV0615  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DV0615  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0615
 DV0615  HORZ ORDER  -  SECOND
 DV0615  VERT ORDER  -  THIRD
 DV0615
 DV0615.The horizontal coordinates were established by classical geodetic methods
 DV0615.and adjusted by the National Geodetic Survey in August 1993..
 DV0615.No horizontal observational check was made to the station.
 DV0615
 DV0615.The orthometric height was computed from unverified reset data.
 DV0615
 DV0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0615
 DV0615.The geoid height was determined by GEOID03.
 DV0615
 DV0615;                    North         East     Units Scale Factor Converg.
 DV0615;SPC AZ C     -   273,037.191   194,923.252   MT  0.99990419   -0 06 33.7
 DV0615;SPC AZ C     -   895,791.31    639,511.98   iFT  0.99990419   -0 06 33.7
 DV0615;UTM  12      - 3,703,095.573   396,384.398   MT  0.99973236   -0 36 53.5
 DV0615
 DV0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0615!SPC AZ C     -   0.99995287  x   0.99990419  =   0.99985707
 DV0615!UTM  12      -   0.99995287  x   0.99973236  =   0.99968524
 DV0615
 DV0615|---------------------------------------------------------------------|
 DV0615| PID    Reference Object                     Distance      Geod. Az  |
 DV0615|                                                           dddmmss.s |
 DV0615| DV0616 CULVER 2 RM 3                         7.592 METERS 03015     |
 DV0615| CH5042 CULVER 2 RM 5 AZIMUTH                              0690025.8 |
 DV0615| DV0617 CULVER 2 RM 4                         9.652 METERS 28754     |
 DV0615| DV0612 CULVER                              209.419 METERS 29308     |
 DV0615| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 0.6 KM 3353817.7 |
 DV0615|---------------------------------------------------------------------|
 DV0615
 DV0615                          SUPERSEDED SURVEY CONTROL
 DV0615
 DV0615  NAD 83(1986)-  33 27 44.27884(N)    112 06 54.04236(W) AD(       ) 2
 DV0615  NAD 27      -  33 27 44.12381(N)    112 06 51.50178(W) AD(       ) 2
 DV0615  NGVD 29 (07/19/86)  329.56   (m)         1081.2    (f) LEVELING    3  
 DV0615
 DV0615.Superseded values are not recommended for survey control.
 DV0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0615.See file dsdata.txt to determine how the superseded data were derived.
 DV0615
 DV0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9638403096(NAD 83)
 DV0615_MARKER: DS = TRIANGULATION STATION DISK
 DV0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0615_SP_SET: MONUMENT
 DV0615_STAMPING: CULVER 2 1970
 DV0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0615
 DV0615  HISTORY     - Date     Condition        Report By
 DV0615  HISTORY     - 1970     MONUMENTED       NGS
 DV0615  HISTORY     - 1970     GOOD             CGS
 DV0615
 DV0615                          STATION DESCRIPTION
 DV0615
 DV0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0615'THE STATION IS LOCATED IN PHOENIX, 1/2 MILE WEST OF THE
 DV0615'BLACK CANYON HIGHWAY, 0.25 MILE SOUTH OF MC DOWELL ROAD
 DV0615'AND 0.15 MILE EAST OF 27TH AVENUE.  IT IS ON PROPERTY OWNED
 DV0615'BY MR. GOMEZ.
 DV0615'
 DV0615'TO REACH THE STATION FROM 27TH AVENUE AND WEST MC DOWELL
 DV0615'ROAD GO SOUTH ALONG 27TH AVENUE FOR 0.25 MILE TO A DIRT
 DV0615'STREET ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 DV0615'TO THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT IN TO A FIELD
 DV0615'JUST BEFORE REACHING 25TH AVENUE AND GO SOUTHWEST FOR ABOUT
 DV0615'0.15 MILE TO THE STATION.
 DV0615'
 DV0615'THE STATION MARK IS A STANDARD DISK STAMPED, CULVER 2 1970.
 DV0615'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV0615'PROJECTS 1 INCH.  IT IS 31 FEET EAST OF A POWER POLE WITH
 DV0615'WITNESS SIGN, 22 FEET SOUTH OF A 12 INCH TREE AND 5 FEET
 DV0615'SOUTH OF A FENCE LINE.  THE MARK IS ON TOP OF A 4 FOOT FILL
 DV0615'AT THE SITE OF SOME OLD INDIAN RUINS.
 DV0615'
 DV0615'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CULVER 2 NO
 DV0615'3 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV0615'WHICH PROJECTS 1 INCH.  IT IS 17 FEET NORTH OF THE FENCE
 DV0615'LINE, 10 FEET EAST OF THE 12 INCH TREE AND 3-1/2 FEET LOWER
 DV0615'THAN THE STATION.
 DV0615'
 DV0615'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CULVER 2 NO
 DV0615'4 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV0615'WHICH IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 6-1/2
 DV0615'FEET NORTH OF THE POWER POLE, 5-1/2 FEET NORTH OF THE FENCE
 DV0615'LINE AND 3-1/2 FEET LOWER THAN THE STATION.
 DV0615'
 DV0615'REFERENCE MARK 5 IS A SHORT AZIMUTH MARK WHICH IS STAMPED,
 DV0615'CULVER 2 NO 5 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV0615'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 81 FEET WEST OF 25TH
 DV0615'AVENUE AND 37 FEET SOUTH OF THE SOUTH WEST CORNER OF A CINDER
 DV0615'BLOCK BUILDING.  IT IS 3 FEET SOUTH OF A POWER POLE WHICH
 DV0615'HAS 2 TRANSFORMERS.
 DV0615'
 DV0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV0615
 DV0615                          STATION RECOVERY (1970)
 DV0615
 DV0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 DV0615'IN PHOENIX.
 DV0615'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0615'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0615'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO SOUTHWEST
 DV0615'FOR 0.15 MILE TO A DIRT FILL AND THE MARK BY SOME OLD INDAIN RUINS.
 DV0615'24.9 FEET SOUTH-SOUTHWEST OF REFERENCE MARK 3, 31.7 FEET EAST OF
 DV0615'REFERENCE MARK 4, 22 FEET SOUTH OF A 12 INCH TREE AND 5 FEET SOUTH OF
 DV0615'A FENCE LINE.  THE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV0615'MONUMENT WHICH PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0616 ***********************************************************************
 DV0616  DESIGNATION -  CULVER 2 RM 3
 DV0616  PID         -  DV0616
 DV0616  STATE/COUNTY-  AZ/MARICOPA
 DV0616  USGS QUAD   -  PHOENIX (1982)
 DV0616
 DV0616                         *CURRENT SURVEY CONTROL
 DV0616  ___________________________________________________________________
 DV0616* NAD 83(1986)-  33 27 44.     (N)    112 06 54.     (W)     SCALED    
 DV0616* NAVD 88     -       329.24   (meters)    1080.2    (feet)  RESET     
 DV0616  ___________________________________________________________________
 DV0616  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0616
 DV0616  VERT ORDER  -  THIRD
 DV0616
 DV0616.The horizontal coordinates were scaled from a topographic map and have
 DV0616.an estimated accuracy of +/- 6 seconds.
 DV0616
 DV0616.The orthometric height was computed from unverified reset data.
 DV0616
 DV0616.The geoid height was determined by GEOID03.
 DV0616
 DV0616;                    North         East    Units  Estimated Accuracy
 DV0616;SPC AZ C     -   273,030.      194,920.      MT  (+/- 180 meters Scaled)
 DV0616
 DV0616                          SUPERSEDED SURVEY CONTROL
 DV0616
 DV0616.No superseded survey control is available for this station.
 DV0616
 DV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963030(NAD 83)
 DV0616_MARKER: DR = REFERENCE MARK DISK
 DV0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0616_SP_SET: MONUMENT
 DV0616_STAMPING: CULVER 2 NO 3 1970
 DV0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0616
 DV0616  HISTORY     - Date     Condition        Report By
 DV0616  HISTORY     - 1970     MONUMENTED       CGS
 DV0616
 DV0616                          STATION DESCRIPTION
 DV0616
 DV0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 DV0616'IN PHOENIX.
 DV0616'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0616'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0616'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO SOUTHWEST
 DV0616'FOR 0.15 MILE TO A 12 INCH TREE AND THE MARK, 24.9 FEET
 DV0616'NORTH-NORTHEAST OF THE STATION, 17 FEET NORTH OF A FENCE LINE, 10 FEET
 DV0616'EAST OF THE TREE AND ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK IS
 DV0616'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0617 ***********************************************************************
 DV0617  DESIGNATION -  CULVER 2 RM 4
 DV0617  PID         -  DV0617
 DV0617  STATE/COUNTY-  AZ/MARICOPA
 DV0617  USGS QUAD   -  PHOENIX (1982)
 DV0617
 DV0617                         *CURRENT SURVEY CONTROL
 DV0617  ___________________________________________________________________
 DV0617* NAD 83(1986)-  33 27 44.     (N)    112 06 54.     (W)     SCALED    
 DV0617* NAVD 88     -       329.27   (meters)    1080.3    (feet)  RESET     
 DV0617  ___________________________________________________________________
 DV0617  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0617
 DV0617  VERT ORDER  -  THIRD
 DV0617
 DV0617.The horizontal coordinates were scaled from a topographic map and have
 DV0617.an estimated accuracy of +/- 6 seconds.
 DV0617
 DV0617.The orthometric height was computed from unverified reset data.
 DV0617
 DV0617.The geoid height was determined by GEOID03.
 DV0617
 DV0617;                    North         East    Units  Estimated Accuracy
 DV0617;SPC AZ C     -   273,030.      194,920.      MT  (+/- 180 meters Scaled)
 DV0617
 DV0617                          SUPERSEDED SURVEY CONTROL
 DV0617
 DV0617.No superseded survey control is available for this station.
 DV0617
 DV0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963030(NAD 83)
 DV0617_MARKER: DR = REFERENCE MARK DISK
 DV0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0617_SP_SET: MONUMENT
 DV0617_STAMPING: CULVER 2 NO 4 1970
 DV0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0617
 DV0617  HISTORY     - Date     Condition        Report By
 DV0617  HISTORY     - 1970     MONUMENTED       CGS
 DV0617
 DV0617                          STATION DESCRIPTION
 DV0617
 DV0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 DV0617'IN PHOENIX.
 DV0617'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0617'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0617'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO 0.15 MILE
 DV0617'TO THE MARK NEAR A 12 INCH TREE.  31.7 FEET WEST OF THE STATION, 6 1/2
 DV0617'FEET NORTH OF A POWER POLE WITH A WITNESS SIGN, 5 1/2 FEET NORTH OF A
 DV0617'FENCE LINE AND ABOUT 3 1/2 FEET LOWER THAN THE STATION. THE MARK IS
 DV0617'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 DV0617'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0614 ***********************************************************************
 DV0614  DESIGNATION -  CULVER AZ MK
 DV0614  PID         -  DV0614
 DV0614  STATE/COUNTY-  AZ/MARICOPA
 DV0614  USGS QUAD   -  PHOENIX (1982)
 DV0614
 DV0614                         *CURRENT SURVEY CONTROL
 DV0614  ___________________________________________________________________
 DV0614* NAD 83(1986)-  33 27 32.     (N)    112 07 03.     (W)     SCALED    
 DV0614* NAVD 88     -       328.74   (+/-2cm)    1078.5    (feet)  VERTCON   
 DV0614  ___________________________________________________________________
 DV0614  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0614
 DV0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0614
 DV0614.The horizontal coordinates were scaled from a topographic map and have
 DV0614.an estimated accuracy of +/- 6 seconds.
 DV0614
 DV0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0614.The vertical order pertains to the NGVD 29 superseded value.
 DV0614
 DV0614.The geoid height was determined by GEOID03.
 DV0614
 DV0614;                    North         East    Units  Estimated Accuracy
 DV0614;SPC AZ C     -   272,660.      194,690.      MT  (+/- 180 meters Scaled)
 DV0614
 DV0614                          SUPERSEDED SURVEY CONTROL
 DV0614
 DV0614  NGVD 29 (??/??/92)  328.101  (m)         1076.44   (f) ADJ UNCH    2 0
 DV0614
 DV0614.Superseded values are not recommended for survey control.
 DV0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0614.See file dsdata.txt to determine how the superseded data were derived.
 DV0614
 DV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961027(NAD 83)
 DV0614_MARKER: DZ = AZIMUTH MARK DISK
 DV0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0614_SP_SET: CURB
 DV0614_STAMPING: CULVER 1963
 DV0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0614
 DV0614  HISTORY     - Date     Condition        Report By
 DV0614  HISTORY     - 1963     MONUMENTED       CGS
 DV0614  HISTORY     - 1970     GOOD             NGS
 DV0614  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0614
 DV0614                          STATION DESCRIPTION
 DV0614
 DV0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0614'IN PHOENIX.
 DV0614'AT THE INTERSECTION OF NORTH 27TH AVENUE AND WEST PORTLAND STREET IN
 DV0614'THE WEST PART OF PHOENIX, ABOUT 0.4 MILE SOUTH ALONG NORTH 27TH AVENUE
 DV0614'FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, SET IN TOP OF THE CONCRETE
 DV0614'CURB AT THE SOUTHWEST CORNER OF THE INTERSECTION, 48 FEET WEST OF THE
 DV0614'CENTER OF NORTH 27TH AVENUE, 18 FEET SOUTH OF THE CENTER OF WEST
 DV0614'PORTLAND STREET, 36 FEET SOUTH OF A FIRE HYDRANT, 3.7 FEET NORTHEAST
 DV0614'OF A STREET SIGN, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0614
 DV0614                          STATION RECOVERY (1970)
 DV0614
 DV0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0614'RECOVERED IN GOOD CONDITION.
 DV0614
 DV0614                          STATION RECOVERY (1996)
 DV0614
 DV0614'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0613 ***********************************************************************
 DV0613  DESIGNATION -  CULVER RM 2
 DV0613  PID         -  DV0613
 DV0613  STATE/COUNTY-  AZ/MARICOPA
 DV0613  USGS QUAD   -  PHOENIX (1982)
 DV0613
 DV0613                         *CURRENT SURVEY CONTROL
 DV0613  ___________________________________________________________________
 DV0613* NAD 83(1986)-  33 27 46.     (N)    112 07 01.     (W)     SCALED    
 DV0613* NAVD 88     -       329.225  (meters)    1080.13   (feet)  ADJUSTED  
 DV0613  ___________________________________________________________________
 DV0613  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0613  DYNAMIC HT  -         328.842 (meters)    1078.88  (feet)  COMP
 DV0613  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DV0613
 DV0613  VERT ORDER  -  FIRST     CLASS II
 DV0613
 DV0613.The horizontal coordinates were scaled from a topographic map and have
 DV0613.an estimated accuracy of +/- 6 seconds.
 DV0613
 DV0613.The orthometric height was determined by differential leveling
 DV0613.and adjusted by the National Geodetic Survey in November 1993..
 DV0613
 DV0613.The geoid height was determined by GEOID03.
 DV0613
 DV0613.The dynamic height is computed by dividing the NAVD 88
 DV0613.geopotential number by the normal gravity value computed on the
 DV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0613.degrees latitude (g = 980.6199 gals.).
 DV0613
 DV0613.The modeled gravity was interpolated from observed gravity values.
 DV0613
 DV0613;                    North         East    Units  Estimated Accuracy
 DV0613;SPC AZ C     -   273,090.      194,740.      MT  (+/- 180 meters Scaled)
 DV0613
 DV0613                          SUPERSEDED SURVEY CONTROL
 DV0613
 DV0613  NGVD 29 (??/??/92)  328.602  (m)         1078.09   (f) ADJ UNCH    1 2
 DV0613
 DV0613.Superseded values are not recommended for survey control.
 DV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0613.See file dsdata.txt to determine how the superseded data were derived.
 DV0613
 DV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC962031(NAD 83)
 DV0613_MARKER: DR = REFERENCE MARK DISK
 DV0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0613_STAMPING: CULVER NO 2 1963
 DV0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0613+STABILITY: SURFACE MOTION
 DV0613
 DV0613  HISTORY     - Date     Condition        Report By
 DV0613  HISTORY     - 1963     MONUMENTED       CGS
 DV0613  HISTORY     - 1970     GOOD             NGS
 DV0613  HISTORY     - 1981     GOOD             AZDT
 DV0613  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0613
 DV0613                          STATION DESCRIPTION
 DV0613
 DV0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0613'IN PHOENIX.
 DV0613'AT THE INTERSECTION OF NORTH 27TH AVENUE AND WEST CULVER STREET IN THE
 DV0613'WEST PART OF PHOENIX, ABOUT 0.2 MILE SOUTH ALONG NORTH 27TH STREET
 DV0613'FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 35.7 FEET SOUTH OF TRAVERSE
 DV0613'STATION CULVER, 30.5 FEET EAST OF THE CENTER OF NORTH 27TH AVENUE, 29
 DV0613'FEET NORTH OF THE EXTENDED CENTER OF WEST CULVER STREET, 2 FEET
 DV0613'NORTHWEST OF A FENCE CORNER, 35.8 FEET SOUTH OF A METAL WITNESS POST,
 DV0613'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0613
 DV0613                          STATION RECOVERY (1970)
 DV0613
 DV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0613'RECOVERED IN GOOD CONDITION.
 DV0613
 DV0613                          STATION RECOVERY (1981)
 DV0613
 DV0613'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0613'0.4 MILE (0.6 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0613'INTERSTATE 17 IN PHOENIX TO 27TH AVENUE.  THENCE SOUTH ALONG 27TH
 DV0613'AVENUE FOR 0.2 MILE (0.32 KM) TO THE STATION ON THE EAST SIDE OF 27TH
 DV0613'AVENUE.  7 FT (2.13 M) EAST OF THE EAST CURB OF 27TH AVENUE.
 DV0613'4 FT (1.22 M) SOUTH OF A MOUNTAIN BELL UNDERGROUND CABLE JUNCTION
 DV0613'BOX.  21 FT (6.40 M) WEST OF THE WEST EDGE OF A BLACKTOP PARKING LOT
 DV0613'49 FT (14.94 M) SOUTH OF THE NORTH ENTRANCE TO THE PARKING LOT.
 DV0613'IN FRONT OF THE -SYSTEM 99 TRUCKING- OFFICE AND DOCKS, A STANDARD CGS
 DV0613'BRASS CAP IN A CONCRETE POST PROJECTING 0.7 FT (0.21 M) ABOVE
 DV0613'GROUND.
 DV0613
 DV0613                          STATION RECOVERY (1996)
 DV0613
 DV0613'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1121 ***********************************************************************
 CG1121  DESIGNATION -  CUMERO
 CG1121  PID         -  CG1121
 CG1121  STATE/COUNTY-  AZ/PIMA
 CG1121  USGS QUAD   -  CUMERO MTN (1982)
 CG1121
 CG1121                         *CURRENT SURVEY CONTROL
 CG1121  ___________________________________________________________________
 CG1121* NAD 83(1992)-  31 28 50.71921(N)    111 26 08.45280(W)     ADJUSTED  
 CG1121* NAVD 88     -      1433.     (meters)    4701.     (feet)  SCALED    
 CG1121  ___________________________________________________________________
 CG1121  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CG1121  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG1121
 CG1121  HORZ ORDER  -  FIRST
 CG1121
 CG1121.The horizontal coordinates were established by classical geodetic methods
 CG1121.and adjusted by the National Geodetic Survey in August 1993..
 CG1121
 CG1121.The orthometric height was scaled from a topographic map.
 CG1121
 CG1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1121
 CG1121.The geoid height was determined by GEOID03.
 CG1121
 CG1121;                    North         East     Units Scale Factor Converg.
 CG1121;SPC AZ C     -    53,397.920   259,059.756   MT  0.99992575   +0 15 04.3
 CG1121;SPC AZ C     -   175,190.03    849,933.58   iFT  0.99992575   +0 15 04.3
 CG1121;UTM  12      - 3,482,965.856   458,617.163   MT  0.99962112   -0 13 39.1
 CG1121
 CG1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1121!SPC AZ C     -   0.99977979  x   0.99992575  =   0.99970556
 CG1121!UTM  12      -   0.99977979  x   0.99962112  =   0.99940100
 CG1121
 CG1121|---------------------------------------------------------------------|
 CG1121| PID    Reference Object                     Distance      Geod. Az  |
 CG1121|                                                           dddmmss.s |
 CG1121| CH5043 CUMERO RM 1                          14.008 METERS 06351     |
 CG1121| CH5044 CUMERO RM 2                           4.928 METERS 13600     |
 CG1121| CG1122 BOUNDARY MON 136 MX US              APPROX. 4.5 KM 1594601.2 |
 CG1121|---------------------------------------------------------------------|
 CG1121
 CG1121                          SUPERSEDED SURVEY CONTROL
 CG1121
 CG1121  NAD 83(1986)-  31 28 50.70881(N)    111 26 08.45187(W) AD(       ) 1
 CG1121  NAD 27      -  31 28 50.38000(N)    111 26 06.08600(W) AD(       ) 1
 CG1121
 CG1121.Superseded values are not recommended for survey control.
 CG1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1121.See file dsdata.txt to determine how the superseded data were derived.
 CG1121
 CG1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV5861782966(NAD 83)
 CG1121_MARKER: DS = TRIANGULATION STATION DISK
 CG1121_SETTING: 80 = SET IN A BOULDER
 CG1121_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1121
 CG1121  HISTORY     - Date     Condition        Report By
 CG1121  HISTORY     - 1935     MONUMENTED       CGS
 CG1121  HISTORY     - 19990106 GOOD             USPSQD
 CG1121
 CG1121                          STATION DESCRIPTION
 CG1121
 CG1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1121'ON WHAT IS KNOWN AS CUMERO MOUNTAIN, ABOUT 5-1/2 MILES, AIR LINE,
 CG1121'EAST OF THE TOWN OF SASABE AT THE SOUTHWEST CORNER OF SEC. 28,
 CG1121'T. 22 S., R. 9 E., ON THE HIGHEST POINT OF THE HILL CLOSE TO
 CG1121'ROCK CAIRN.  MARKED BY A STANDARD BRONZE DISK.
 CG1121'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1121'IS 14.008 METERS (45.96 FEET) FROM STATION
 CG1121'N 63 DEG 51 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1121'REFERENCE DISK, IS 4.928 METERS (16.17 FEET) FROM
 CG1121'STATION S 44 DEG 00 MIN E. BOUNDARY MONUMENT NO.
 CG1121'136 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1121
 CG1121                          STATION RECOVERY (1999)
 CG1121
 CG1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0661 ***********************************************************************
 GP0661  DESIGNATION -  CUMMINGS
 GP0661  PID         -  GP0661
 GP0661  STATE/COUNTY-  AZ/COCONINO
 GP0661  USGS QUAD   -  CHAIYAHI FLAT (1970)
 GP0661
 GP0661                         *CURRENT SURVEY CONTROL
 GP0661  ___________________________________________________________________
 GP0661* NAD 83(1992)-  36 55 29.62533(N)    111 00 01.02209(W)     ADJUSTED  
 GP0661* NAVD 88     -      2043.3    (meters)    6704.     (feet)  VERTCON   
 GP0661  ___________________________________________________________________
 GP0661  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 GP0661  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 GP0661
 GP0661  HORZ ORDER  -  THIRD
 GP0661
 GP0661.The horizontal coordinates were established by classical geodetic methods
 GP0661.and adjusted by the National Geodetic Survey in November 1997..
 GP0661
 GP0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0661
 GP0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0661
 GP0661.The geoid height was determined by GEOID03.
 GP0661
 GP0661;                    North         East     Units Scale Factor Converg.
 GP0661;SPC AZ C     -   657,528.362   295,001.729   MT  0.99998209   +0 33 02.0
 GP0661;SPC AZ C     - 2,157,245.28    967,853.44   iFT  0.99998209   +0 33 02.0
 GP0661;UTM  12      - 4,086,540.884   499,974.714   MT  0.99960000   -0 00 00.6
 GP0661
 GP0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0661!SPC AZ C     -   0.99968300  x   0.99998209  =   0.99966509
 GP0661!UTM  12      -   0.99968300  x   0.99960000  =   0.99928312
 GP0661
 GP0661:                Primary Azimuth Mark                     Grid Az
 GP0661:SPC AZ C     -  FORBIDDEN                                359 55 13.9
 GP0661:UTM  12      -  FORBIDDEN                                000 28 16.5
 GP0661
 GP0661|---------------------------------------------------------------------|
 GP0661| PID    Reference Object                     Distance      Geod. Az  |
 GP0661|                                                           dddmmss.s |
 GP0661| HN0924 FORBIDDEN                           APPROX.10.8 KM 0002815.9 |
 GP0661|---------------------------------------------------------------------|
 GP0661
 GP0661                          SUPERSEDED SURVEY CONTROL
 GP0661
 GP0661  NAD 83(1992)-  36 55 29.62407(N)    111 00 01.02282(W) AD(       ) 3
 GP0661  NAD 83(1986)-  36 55 29.61956(N)    111 00 01.01731(W) AD(       ) 3
 GP0661  NAD 27      -  36 55 29.63124(N)    110 59 58.50160(W) AD(       ) 3
 GP0661  NGVD 29 (07/19/86) 2042.2    (m)         6700.     (f) VERT ANG       
 GP0661
 GP0661.Superseded values are not recommended for survey control.
 GP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0661.See file dsdata.txt to determine how the superseded data were derived.
 GP0661
 GP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9997586541(NAD 83)
 GP0661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0661_SETTING: 66 = SET IN ROCK OUTCROP
 GP0661_SP_SET: SET IN BEDROCK
 GP0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0661+STABILITY: POSITION/ELEVATION WELL
 GP0661
 GP0661  HISTORY     - Date     Condition        Report By
 GP0661  HISTORY     - 1953     MONUMENTED       USGS
 GP0661  HISTORY     - 1954     GOOD             USGS
 GP0661
 GP0661                          STATION DESCRIPTION
 GP0661
 GP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0661'LOCATED ABOUT 18 MILES SSW OF CONFLUENCE OF COLORADO AND
 GP0661'SAN JUAN RIVERS AND 7 MILES SW OF RAINBOW LODGE, ON
 GP0661'PARTIALLY-TIMBERED AREA IMMEDIATELY S OF CUMMINGS MESA AND
 GP0661'CONNECTED TO IT BY A HIGH SADDLE, IN CENTER OF FLAT-TIMBERED
 GP0661'AREA WHICH IS THE HIGHEST POINT NEAR SOUTH END OF MESA.  THERE
 GP0661'IS A BARE WHITE TOP ABOUT 600 FEET E OF STATION.
 GP0661'
 GP0661'STATION REACHED BY HELICOPTER.  (THE CLOSEST ROAD IS BELIEVED
 GP0661'TO BE AT RAINBOW LODGE.
 GP0661'
 GP0661'STATION MARK IS A STANDARD USGS TABLET STAMPED CUMMINGS 1953
 GP0661'CEMENTED IN DRILL HOLE IN SOLID BEDROCK.
 GP0661'
 GP0661'REFERENCE MARK 1 IS A STANDARD USGS TABLET STAMPED R.M. 1
 GP0661'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK, 41.64 FEET FROM
 GP0661'STATION MARK N 15 DEG 07 MIN W.
 GP0661'
 GP0661'REFERENCE MARK 2 IS A STANDARD USGS TABLET STAMPED R.M. 2
 GP0661'CEMENTED IN DRILL HOLE IN SOLID BEDROCK, 40.28 FEET FROM
 GP0661'STATION MARK N 72 DEG 38 MIN E.
 GP0661
 GP0661                          STATION RECOVERY (1954)
 GP0661
 GP0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0889 ***********************************************************************
 DW0889  DESIGNATION -  CUNNINGHAM
 DW0889  PID         -  DW0889
 DW0889  STATE/COUNTY-  AZ/LA PAZ
 DW0889  USGS QUAD   -  CUNNINGHAM MTN (1971)
 DW0889
 DW0889                         *CURRENT SURVEY CONTROL
 DW0889  ___________________________________________________________________
 DW0889* NAD 83(1992)-  33 34 12.19414(N)    114 20 59.13080(W)     ADJUSTED  
 DW0889* NAVD 88     -      1011.9    (meters)    3320.     (feet)  VERTCON   
 DW0889  ___________________________________________________________________
 DW0889  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DW0889  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW0889
 DW0889  HORZ ORDER  -  SECOND
 DW0889
 DW0889.The horizontal coordinates were established by classical geodetic methods
 DW0889.and adjusted by the National Geodetic Survey in August 1993..
 DW0889
 DW0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0889
 DW0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0889
 DW0889.The geoid height was determined by GEOID03.
 DW0889
 DW0889;                    North         East     Units Scale Factor Converg.
 DW0889;SPC AZ W     -   285,140.296   157,677.156   MT  0.99997154   -0 19 53.9
 DW0889;SPC AZ W     -   935,499.66    517,313.50   iFT  0.99997154   -0 19 53.9
 DW0889;UTM  11      - 3,717,633.485   746,004.544   MT  1.00034616   +1 27 58.3
 DW0889
 DW0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0889!SPC AZ W     -   0.99984620  x   0.99997154  =   0.99981774
 DW0889!UTM  11      -   0.99984620  x   1.00034616  =   1.00019230
 DW0889
 DW0889:                Primary Azimuth Mark                     Grid Az
 DW0889:SPC AZ W     -  LOS ANGELES PHOENIX AWY BCN 23           004 51 14.4
 DW0889:UTM  11      -  LOS ANGELES PHOENIX AWY BCN 23           003 03 22.2
 DW0889
 DW0889|---------------------------------------------------------------------|
 DW0889| PID    Reference Object                     Distance      Geod. Az  |
 DW0889|                                                           dddmmss.s |
 DW0889| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX. 2.5 KM 0043120.5 |
 DW0889| DW0887 SUGAR LOAF PK CAIRN                 APPROX. 7.7 KM 0234816.8 |
 DW0889| DW0885 GRANITE MTN CAIRN                   APPROX.12.5 KM 0465418.1 |
 DW0889| CE9230 CUNNINGHAM AZ MK                                   0785744.8 |
 DW0889| CE9231 CUNNINGHAM RM 1                       6.690 METERS 13444     |
 DW0889| CE9232 CUNNINGHAM RM 2                       6.227 METERS 21448     |
 DW0889| CE9229 CUNNINGHAM RM 1                       8.275 METERS 27602     |
 DW0889|---------------------------------------------------------------------|
 DW0889
 DW0889                          SUPERSEDED SURVEY CONTROL
 DW0889
 DW0889  NAD 83(1986)-  33 34 12.19206(N)    114 20 59.13614(W) AD(       ) 2
 DW0889  NAD 27      -  33 34 12.09800(N)    114 20 56.31800(W) AD(       ) 2
 DW0889  NGVD 29 (07/19/86) 1011.2    (m)         3318.     (f) VERT ANG       
 DW0889
 DW0889.Superseded values are not recommended for survey control.
 DW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0889.See file dsdata.txt to determine how the superseded data were derived.
 DW0889
 DW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4600517633(NAD 83)
 DW0889_MARKER: DD = SURVEY DISK
 DW0889_SETTING: 66 = SET IN ROCK OUTCROP
 DW0889_SP_SET: PARTIALLY EXPOSED BEDROCK
 DW0889
 DW0889  HISTORY     - Date     Condition        Report By
 DW0889  HISTORY     - 1949     MONUMENTED       USGS
 DW0889
 DW0889                          STATION DESCRIPTION
 DW0889
 DW0889'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0889'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HIGHEST PEAK
 DW0889'IN THE HIGH RANGE OF MOUNTAINS LYING ABOUT 10 MILES AIR LINE
 DW0889'SOUTHWEST OF QUARTZSITE AND ABOUT 12 MILES AIR LINE EAST-SOUTHEAST
 DW0889'OF BLYTHE.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 DW0889'MARK SET IN BEDROCK 50 FEET NORTHWEST OF THE HIGHEST POINT,
 DW0889'PROJECTS 6 INCHES AND STAMPED, CUNNINGHAM RS 1933.
 DW0889'
 DW0889'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DW0889'STATION MARK, PROJECTS 6 INCHES AND STAMPED, CUNNINGHAM NO
 DW0889'1 1949.
 DW0889'
 DW0889'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0889'SET IN BEDROCK APPROXIMATELY 18 INCHES LOWER THAN THE STATION
 DW0889'MARK, PROJECTS 12 INCHES AND STAMPED, CUNNINGHAM NO 1.
 DW0889'
 DW0889'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0889'SET IN BEDROCK APPROXIMATELY 3 FEET LOWER THAN THE STATION
 DW0889'MARK, FLUSH WITH THE GROUND AND STAMPED, CUNNINGHAM NO 2.
 DW0889'
 DW0889'THE AZIMUTH MARK IS ON A SMALL KNOLL 20 FEET SOUTHWEST OF THE
 DW0889'CENTER LINE OF TRACK ROAD, 5 FEET WEST OF A WHITE WITNESS
 DW0889'POST IN CAIRN, PROJECTS 8 INCHES AND STAMPED, CUNNINGHAM 1949.
 DW0889'
 DW0889'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0889'WEST ON U.S. HIGHWAY 60 AND 70 FOR 2.5 MILES TO A GRADED
 DW0889'ROAD ON THE LEFT, SOUTH.  TURN LEFT AND GO 3.5 MILES TO FORK
 DW0889'NORTHEAST OF SOME BUILDINGS.  TAKE LEFT FORK AND GO 0.4 MILE TO
 DW0889'FORK JUST BEFORE REACHING AN OLD MINE DUMP.  TAKE LEFT FORK
 DW0889'FOR 0.45 MILE TO FORK ON THE NORTH SIDE OF A SMALL HILL.  TAKE
 DW0889'RIGHT FORK AROUND HILL AND GO 4.0 MILES TO POINT JUST ABOVE
 DW0889'AN ABANDONED MINING CAMP SITE AND THE AZIMUTH MARK ON LEFT,
 DW0889'SOUTHWEST, AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DW0889'ACROSS WASH AND CLIMB THE SMOOTH GREY RIDGE TO SADDLE.
 DW0889'THENCE RIGHT, NORTHWEST, ALONG THE MAIN RIDGE TO THE HIGHEST
 DW0889'POINT AND STATION AS DESCRIBED ABOVE.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0884 ***********************************************************************
 DU0884  DESIGNATION -  CURB
 DU0884  PID         -  DU0884
 DU0884  STATE/COUNTY-  AZ/MARICOPA
 DU0884  USGS QUAD   -  TEMPE (1982)
 DU0884
 DU0884                         *CURRENT SURVEY CONTROL
 DU0884  ___________________________________________________________________
 DU0884* NAD 83(1992)-  33 27 43.21011(N)    111 56 05.24956(W)     ADJUSTED  
 DU0884* NAVD 88     -       380.16   (+/-2cm)    1247.2    (feet)  VERTCON   
 DU0884  ___________________________________________________________________
 DU0884  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DU0884  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0884
 DU0884  HORZ ORDER  -  SECOND
 DU0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0884
 DU0884.The horizontal coordinates were established by classical geodetic methods
 DU0884.and adjusted by the National Geodetic Survey in August 1993..
 DU0884
 DU0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0884.The vertical order pertains to the NGVD 29 superseded value.
 DU0884
 DU0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0884
 DU0884.The geoid height was determined by GEOID03.
 DU0884
 DU0884;                    North         East     Units Scale Factor Converg.
 DU0884;SPC AZ C     -   272,986.639   211,675.223   MT  0.99990003   -0 00 36.0
 DU0884;SPC AZ C     -   895,625.46    694,472.52   iFT  0.99990003   -0 00 36.0
 DU0884;UTM  12      - 3,702,897.272   413,132.098   MT  0.99969303   -0 30 55.7
 DU0884
 DU0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0884!SPC AZ C     -   0.99994498  x   0.99990003  =   0.99984502
 DU0884!UTM  12      -   0.99994498  x   0.99969303  =   0.99963803
 DU0884
 DU0884|---------------------------------------------------------------------|
 DU0884| PID    Reference Object                     Distance      Geod. Az  |
 DU0884|                                                           dddmmss.s |
 DU0884| DU0885 CURB RM 1                            12.667 METERS 18118     |
 DU0884| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.7 KM 1812551.7 |
 DU0884| DU0883 CURB RM 2                            23.479 METERS 26819     |
 DU0884| DU0882 CURB AZ MK                                         3574919.0 |
 DU0884|---------------------------------------------------------------------|
 DU0884
 DU0884                          SUPERSEDED SURVEY CONTROL
 DU0884
 DU0884  NAD 83(1986)-  33 27 43.20454(N)    111 56 05.25537(W) AD(       ) 2
 DU0884  NAD 27      -  33 27 43.04540(N)    111 56 02.73120(W) AD(       ) 2
 DU0884  NGVD 29 (??/??/92)  379.533  (m)         1245.18   (f) ADJ UNCH    2 0
 DU0884
 DU0884.Superseded values are not recommended for survey control.
 DU0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0884.See file dsdata.txt to determine how the superseded data were derived.
 DU0884
 DU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1313202897(NAD 83)
 DU0884_MARKER: DE = TRAVERSE STATION DISK
 DU0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0884_SP_SET: CURB
 DU0884_STAMPING: CURB 1963
 DU0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0884
 DU0884  HISTORY     - Date     Condition        Report By
 DU0884  HISTORY     - 1963     MONUMENTED       CGS
 DU0884  HISTORY     - 1963     GOOD             CGS
 DU0884  HISTORY     - 1970     GOOD             NGS
 DU0884  HISTORY     - 1970     GOOD             NGS
 DU0884  HISTORY     - 19951014 GOOD             USPSQD
 DU0884
 DU0884                          STATION DESCRIPTION
 DU0884
 DU0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0884'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF SCOTTSDALE,
 DU0884'ABOUT 1/4 MILE SOUTH OF EAST MC DOWELL ROAD AND IN RESIDENTIAL
 DU0884'AREA AT THE INTERSECTION OF EAST BELLVIEW ROAD AND NORTH
 DU0884'68TH STREET.
 DU0884'
 DU0884'TO REACH FROM SCOTTSDALE ROAD AND EAST MC DOWELL ROAD IN
 DU0884'SCOTTSDALE, GO WEST ON EAST MC DOWELL ROAD FOR 0.5 MILE TO
 DU0884'NORTH 68TH STREET, (AZIMUTH MARK IS LOCATED IN THE SOUTHWEST
 DU0884'CORNER OF INTERSECTION AS DESCRIBED), TURN LEFT AND GO SOUTH
 DU0884'ON NORTH 68TH STREET FOR 0.25 MILE TO EAST BELLEVIEW STREET
 DU0884'AND STATION ON LEFT AS DESCRIBED.
 DU0884'
 DU0884'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CURB 1963,
 DU0884'IS SET IN A DRILL HOLE IN THE NORTHEAST STREET CURB OF
 DU0884'INTERSECTION OF NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 34.4 FEET NORTHEAST OF THE CENTER OF INTERSECTION.
 DU0884'
 DU0884'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CURB NO
 DU0884'1 1963, IS SET IN A DRILL HOLE IN THE SOUTHEAST STREET CURB
 DU0884'OF INTERSECTION OF NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 42.5 FEET SOUTHEAST OF THE CENTER OF INTERSECTION.
 DU0884'
 DU0884'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CURB NO
 DU0884'2 1963, IS SET IN A DRILL HOLE IN THE NORTHWEST STREET CURB
 DU0884'OF INTERSECTION AT NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 43.2 FEET NORTHWEST OF CENTER OF INTERSECTION.
 DU0884'
 DU0884'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CURB 1963, IS
 DU0884'SET IN A DRILL HOLE IN THE WEST STREET CURB OF NORTH 68TH STREET.
 DU0884'THE MARK IS 151 FEET SOUTH OF CENTER OF EAST MC DOWELL ROAD.
 DU0884'
 DU0884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0884
 DU0884                          STATION RECOVERY (1963)
 DU0884
 DU0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0884'0.75 MI SW FROM SCOTTSDALE.
 DU0884'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0884'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0884'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0884'EAST BELLIVIEW STREET, SET IN TOP OF THE CONCRETE CURB AT THE
 DU0884'NORTHEAST CORNER OF THE INTERSECTION, 18 FEET NORTH OF THE CENTER OF
 DU0884'EAST BELLEVIEW STREET, 38 FEET EAST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, ABOUT LEVEL WITH THE STREET.  NOTE-- RM 1 IS 41.6 FEET SOUTH
 DU0884'OF TRAVERSE STATION CURB, 38 FEET EAST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, 18 FEET SOUTH OF THE CENTER OF EAST BELLEVIEW STREET, AND IS A
 DU0884'C AND GS REFERENCE MARK DISK STAMPED CURB NO 1 1963, SET IN TOP OF THE
 DU0884'CONCRETE CURB AT THE SOUTHEAST CORNER OF THE INTERSECTION.  RM 2 IS
 DU0884'77.1 FEET WEST OF TRAVERSE STATION CURB, 18 FEET NORTH OF THE CENTER
 DU0884'OF EAST BELLEVIEW STREET, 38 FEET WEST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, AND IS A C AND GS REFERENCE MARK DISK STAMPED CURB NO 2 1963,
 DU0884'SET IN TOP OF THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DU0884'INTERSECTION.
 DU0884
 DU0884                          STATION RECOVERY (1970)
 DU0884
 DU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0884'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ROUTE
 DU0884'TO THE STATION IS ADEQUATE.
 DU0884'
 DU0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DU0884'SOUTH-SOUTHWEST OF SCOTTSDALE
 DU0884
 DU0884                          STATION RECOVERY (1970)
 DU0884
 DU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0884'RECOVERED IN GOOD CONDITION.
 DU0884
 DU0884                          STATION RECOVERY (1995)
 DU0884
 DU0884'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0882 ***********************************************************************
 DU0882  DESIGNATION -  CURB AZ MK
 DU0882  PID         -  DU0882
 DU0882  STATE/COUNTY-  AZ/MARICOPA
 DU0882  USGS QUAD   -  TEMPE (1982)
 DU0882
 DU0882                         *CURRENT SURVEY CONTROL
 DU0882  ___________________________________________________________________
 DU0882* NAD 83(1986)-  33 27 55.     (N)    111 56 06.     (W)     SCALED    
 DU0882* NAVD 88     -       381.96   (+/-2cm)    1253.1    (feet)  VERTCON   
 DU0882  ___________________________________________________________________
 DU0882  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0882
 DU0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0882
 DU0882.The horizontal coordinates were scaled from a topographic map and have
 DU0882.an estimated accuracy of +/- 6 seconds.
 DU0882
 DU0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0882.The vertical order pertains to the NGVD 29 superseded value.
 DU0882
 DU0882.The geoid height was determined by GEOID03.
 DU0882
 DU0882;                    North         East    Units  Estimated Accuracy
 DU0882;SPC AZ C     -   273,350.      211,660.      MT  (+/- 180 meters Scaled)
 DU0882
 DU0882                          SUPERSEDED SURVEY CONTROL
 DU0882
 DU0882  NGVD 29 (??/??/92)  381.339  (m)         1251.11   (f) ADJ UNCH    2 0
 DU0882
 DU0882.Superseded values are not recommended for survey control.
 DU0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0882.See file dsdata.txt to determine how the superseded data were derived.
 DU0882
 DU0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131032(NAD 83)
 DU0882_MARKER: DZ = AZIMUTH MARK DISK
 DU0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0882_SP_SET: CURB
 DU0882_STAMPING: CURB 1963
 DU0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0882+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU0882
 DU0882  HISTORY     - Date     Condition        Report By
 DU0882  HISTORY     - 1963     MONUMENTED       CGS
 DU0882  HISTORY     - 1970     GOOD             NGS
 DU0882  HISTORY     - 19951014 GOOD             USPSQD
 DU0882  HISTORY     - 20060827 GOOD             GEOCAC
 DU0882
 DU0882                          STATION DESCRIPTION
 DU0882
 DU0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0882'0.5 MI SW FROM SCOTTSDALE.
 DU0882'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0882'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE INTERSECTION
 DU0882'OF EAST MCDOWELL ROAD AND NORTH 68TH STREET, ABOUT 75 YARDS SOUTH OF
 DU0882'THE INTERSECTION AND SET IN THE CONCRETE CURB AT THE WEST SIDE OF 68TH
 DU0882'STREET, 35 FEET WEST OF THE CENTER OF THE STREET, AND ABOUT 0.5 FOOT
 DU0882'ABOVE THE LEVEL OF THE STREET.
 DU0882
 DU0882                          STATION RECOVERY (1970)
 DU0882
 DU0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0882'RECOVERED IN GOOD CONDITION.
 DU0882
 DU0882                          STATION RECOVERY (1995)
 DU0882
 DU0882'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0882'RECOVERED IN GOOD CONDITION.
 DU0882
 DU0882                          STATION RECOVERY (2006)
 DU0882
 DU0882'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0885 ***********************************************************************
 DU0885  DESIGNATION -  CURB RM 1
 DU0885  PID         -  DU0885
 DU0885  STATE/COUNTY-  AZ/MARICOPA
 DU0885  USGS QUAD   -  TEMPE (1982)
 DU0885
 DU0885                         *CURRENT SURVEY CONTROL
 DU0885  ___________________________________________________________________
 DU0885* NAD 83(1986)-  33 27 43.     (N)    111 56 05.     (W)     SCALED    
 DU0885* NAVD 88     -       380.24   (+/-2cm)    1247.5    (feet)  VERTCON   
 DU0885  ___________________________________________________________________
 DU0885  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0885
 DU0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0885
 DU0885.The horizontal coordinates were scaled from a topographic map and have
 DU0885.an estimated accuracy of +/- 6 seconds.
 DU0885
 DU0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0885.The vertical order pertains to the NGVD 29 superseded value.
 DU0885
 DU0885.The geoid height was determined by GEOID03.
 DU0885
 DU0885;                    North         East    Units  Estimated Accuracy
 DU0885;SPC AZ C     -   272,980.      211,680.      MT  (+/- 180 meters Scaled)
 DU0885
 DU0885                          SUPERSEDED SURVEY CONTROL
 DU0885
 DU0885  NGVD 29 (??/??/92)  379.610  (m)         1245.44   (f) ADJ UNCH    2 0
 DU0885
 DU0885.Superseded values are not recommended for survey control.
 DU0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0885.See file dsdata.txt to determine how the superseded data were derived.
 DU0885
 DU0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131028(NAD 83)
 DU0885_MARKER: DR = REFERENCE MARK DISK
 DU0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0885_SP_SET: CURB
 DU0885_STAMPING: CURB NO 1 1963
 DU0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0885
 DU0885  HISTORY     - Date     Condition        Report By
 DU0885  HISTORY     - 1963     MONUMENTED       CGS
 DU0885  HISTORY     - 1970     GOOD             NGS
 DU0885  HISTORY     - 19951014 GOOD             USPSQD
 DU0885
 DU0885                          STATION DESCRIPTION
 DU0885
 DU0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0885'0.75 MI SW FROM SCOTTSDALE.
 DU0885'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0885'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0885'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0885'EAST BELLEVIEW STREET, 41.6 FEET SOUTH OF TRAVERSE STATION CURB, 38
 DU0885'FEET EAST OF THE CENTER OF NORTH 68TH STREET, 18 FEET SOUTH OF THE
 DU0885'CENTER OF EAST BELLEVIEW STREET, AND SET IN TOP OF THE CONCRETE CURB
 DU0885'AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 DU0885
 DU0885                          STATION RECOVERY (1970)
 DU0885
 DU0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0885'RECOVERED IN GOOD CONDITION.
 DU0885
 DU0885                          STATION RECOVERY (1995)
 DU0885
 DU0885'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0883 ***********************************************************************
 DU0883  DESIGNATION -  CURB RM 2
 DU0883  PID         -  DU0883
 DU0883  STATE/COUNTY-  AZ/MARICOPA
 DU0883  USGS QUAD   -  TEMPE (1982)
 DU0883
 DU0883                         *CURRENT SURVEY CONTROL
 DU0883  ___________________________________________________________________
 DU0883* NAD 83(1986)-  33 27 43.     (N)    111 56 05.     (W)     SCALED    
 DU0883* NAVD 88     -       380.41   (+/-2cm)    1248.1    (feet)  VERTCON   
 DU0883  ___________________________________________________________________
 DU0883  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0883
 DU0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0883
 DU0883.The horizontal coordinates were scaled from a topographic map and have
 DU0883.an estimated accuracy of +/- 6 seconds.
 DU0883
 DU0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0883.The vertical order pertains to the NGVD 29 superseded value.
 DU0883
 DU0883.The geoid height was determined by GEOID03.
 DU0883
 DU0883;                    North         East    Units  Estimated Accuracy
 DU0883;SPC AZ C     -   272,980.      211,680.      MT  (+/- 180 meters Scaled)
 DU0883
 DU0883                          SUPERSEDED SURVEY CONTROL
 DU0883
 DU0883  NGVD 29 (??/??/92)  379.786  (m)         1246.01   (f) ADJ UNCH    2 0
 DU0883
 DU0883.Superseded values are not recommended for survey control.
 DU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0883.See file dsdata.txt to determine how the superseded data were derived.
 DU0883
 DU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131028(NAD 83)
 DU0883_MARKER: DR = REFERENCE MARK DISK
 DU0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0883_SP_SET: CURB
 DU0883_STAMPING: CURB NO 2 1963
 DU0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0883
 DU0883  HISTORY     - Date     Condition        Report By
 DU0883  HISTORY     - 1963     MONUMENTED       CGS
 DU0883  HISTORY     - 1970     GOOD             NGS
 DU0883  HISTORY     - 19951014 GOOD             USPSQD
 DU0883
 DU0883                          STATION DESCRIPTION
 DU0883
 DU0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0883'0.75 MI SW FROM SCOTTSDALE.
 DU0883'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0883'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0883'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0883'EAST BELLEVIEW STREET, 77.1 FEET WEST OF TRAVERSE STATION CURB, 18
 DU0883'FEET NORTH OF THE CENTER OF EAST BELLIVIEW STREET, 38 FEET WEST OF THE
 DU0883'CENTER OF NORTH 68TH STREET, AND SET IN TOP OF THE CONCRETE CURB AT
 DU0883'THE NORTHWEST CORNER OF THE INTERSECTION.
 DU0883
 DU0883                          STATION RECOVERY (1970)
 DU0883
 DU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0883'RECOVERED IN GOOD CONDITION.
 DU0883
 DU0883                          STATION RECOVERY (1995)
 DU0883
 DU0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0950 ***********************************************************************
 CG0950  DESIGNATION -  CURTIS
 CG0950  PID         -  CG0950
 CG0950  STATE/COUNTY-  AZ/COCHISE
 CG0950  USGS QUAD   -  LAND (1973)
 CG0950
 CG0950                         *CURRENT SURVEY CONTROL
 CG0950  ___________________________________________________________________
 CG0950* NAD 83(1992)-  31 51 04.96223(N)    110 11 56.71636(W)     ADJUSTED  
 CG0950* NAVD 88     -      1144.9    (meters)    3756.     (feet)  VERTCON   
 CG0950  ___________________________________________________________________
 CG0950  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CG0950  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CG0950
 CG0950  HORZ ORDER  -  THIRD
 CG0950
 CG0950.The horizontal coordinates were established by classical geodetic methods
 CG0950.and adjusted by the National Geodetic Survey in August 1993..
 CG0950
 CG0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0950
 CG0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0950
 CG0950.The geoid height was determined by GEOID03.
 CG0950
 CG0950;                    North         East     Units Scale Factor Converg.
 CG0950;SPC AZ E     -    94,389.147   210,291.793   MT  0.99990012   -0 01 01.6
 CG0950;SPC AZ E     -   309,675.68    689,933.70   iFT  0.99990012   -0 01 01.6
 CG0950;UTM  12      - 3,524,241.794   575,773.306   MT  0.99967081   +0 25 21.6
 CG0950
 CG0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0950!SPC AZ E     -   0.99982463  x   0.99990012  =   0.99972476
 CG0950!UTM  12      -   0.99982463  x   0.99967081  =   0.99949549
 CG0950
 CG0950|---------------------------------------------------------------------|
 CG0950| PID    Reference Object                     Distance      Geod. Az  |
 CG0950|                                                           dddmmss.s |
 CG0950| CC7219 CURTIS RM 1                           5.558 METERS 05454     |
 CG0950| CC7218 656+264                                            1455059.5 |
 CG0950| CC7220 CURTIS RM 2                           5.367 METERS 16758     |
 CG0950| CZ1797 PHOENIX EL PASO AWY BCN T 1         APPROX.29.4 KM 3183235.8 |
 CG0950|---------------------------------------------------------------------|
 CG0950
 CG0950                          SUPERSEDED SURVEY CONTROL
 CG0950
 CG0950  NAD 83(1986)-  31 51 04.95686(N)    110 11 56.71340(W) AD(       ) 3
 CG0950  NAD 27      -  31 51 04.64600(N)    110 11 54.46300(W) AD(       ) 3
 CG0950  NGVD 29 (07/19/86) 1144.1    (m)         3754.     (f) VERT ANG       
 CG0950
 CG0950.Superseded values are not recommended for survey control.
 CG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0950.See file dsdata.txt to determine how the superseded data were derived.
 CG0950
 CG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7577324242(NAD 83)
 CG0950_MARKER: DS = TRIANGULATION STATION DISK
 CG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0950+STABILITY: SURFACE MOTION
 CG0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0950+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0950
 CG0950  HISTORY     - Date     Condition        Report By
 CG0950  HISTORY     - 1946     MONUMENTED       CGS
 CG0950  HISTORY     - 1986     GOOD             AZDT
 CG0950  HISTORY     - 19981001 GOOD             USPSQD
 CG0950  HISTORY     - 20060908 GOOD             GEOCAC
 CG0950
 CG0950                          STATION DESCRIPTION
 CG0950
 CG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0950'THE STATION IS ON THE E SIDE OF U.S. HIGHWAY 80 WHERE IT CUTS
 CG0950'THROUGH A LOW RIDGE, BY APPROXIMATE AIRLINE DISTANCES, 12-1/2
 CG0950'MILES NW OF TOMBSTONE, 4 MILES SSE OF ST. DAVID, AND 3/4 MILE
 CG0950'E OF THE SAN PEDRO RIVER.
 CG0950'
 CG0950'TO REACH FROM THE NEW LATTER DAY SAINTS CHURCH IN ST. DAVID,
 CG0950'GO E AND S ON U.S. HIGHWAY 80 FOR 4.4 MILES TO THE STATION ON
 CG0950'THE LEFT, ON TOP OF LOW RIDGE, ABOUT 20 FEET ABOVE HIGHWAY.
 CG0950'TO REACH THE AZIMUTH MARK CONTINUE ALONG THE HIGHWAY 0.35 MILE
 CG0950'TO THE SECOND HIGHWAY CULVERT.  THE MARK IS SET IN THE CONCRETE
 CG0950'ABUTMENT ON THE RIGHT-HAND SIDE.
 CG0950'
 CG0950'THE STATION MARK IS A BRONZE STATION DISK, STAMPED CURTIS 1946,
 CG0950'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-1/2
 CG0950'INCHES ABOVE THE GROUND.  IT IS ABOUT 61 FEET NE OF THE TOP
 CG0950'EDGE OF THE CUT WHERE THE HIGHWAY GOES THROUGH.  UNDERGROUND
 CG0950'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CG0950'
 CG0950'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CURTIS
 CG0950'NO 1 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CG0950'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED ENE OF THE
 CG0950'STATION AND ABOUT 1 FOOT HIGHER.
 CG0950'
 CG0950'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CURTIS
 CG0950'NO 2 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CG0950'ABOUT 2-1/2 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE
 CG0950'STATION AND AT ABOUT THE SAME LEVEL.
 CG0950'
 CG0950'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK OF THE ARIZONA
 CG0950'HIGHWAY DEPARTMENT WITH THE ELEVATION STAMPED AS 3731.07.  IT IS
 CG0950'ALSO STAMPED 656+264 1931.  THE MARK IS SET IN THE CONCRETE
 CG0950'ABUTMENT 14-1/2 FEET SW OF THE CENTER OF THE HIGHWAY AND ABOUT
 CG0950'1 FOOT HIGHER.  IT IS SE OF THE STATION.
 CG0950
 CG0950                          STATION RECOVERY (1986)
 CG0950
 CG0950'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0950'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0950'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0950'
 CG0950'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL EAST
 CG0950'ALONG U.S. HIGHWAY 80 FOR 4.5 MILES TO THE STATION ON THE LEFT.  IT IS
 CG0950'ON TOP OF A CUT AT MILE POST 304.55.
 CG0950'
 CG0950'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTHEAST 0.4 MILE
 CG0950'TO THE MARK ON THE RIGHT IN THE HEADWALL OF A BRIDGE.
 CG0950
 CG0950                          STATION RECOVERY (1998)
 CG0950
 CG0950'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0950'RECOVERED IN GOOD CONDITION.
 CG0950
 CG0950                          STATION RECOVERY (2006)
 CG0950
 CG0950'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0950'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0950'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0921 ***********************************************************************
 ET0921  DESIGNATION -  CURVE
 ET0921  PID         -  ET0921
 ET0921  STATE/COUNTY-  AZ/YAVAPAI
 ET0921  USGS QUAD   -  JOES HILL (1969)
 ET0921
 ET0921                         *CURRENT SURVEY CONTROL
 ET0921  ___________________________________________________________________
 ET0921* NAD 83(1992)-  34 13 48.30121(N)    112 05 06.22055(W)     ADJUSTED  
 ET0921* NAVD 88     -      1125.7    (meters)    3693.     (feet)  VERTCON   
 ET0921  ___________________________________________________________________
 ET0921  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 ET0921  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ET0921
 ET0921  HORZ ORDER  -  SECOND
 ET0921
 ET0921.The horizontal coordinates were established by classical geodetic methods
 ET0921.and adjusted by the National Geodetic Survey in August 1993..
 ET0921
 ET0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0921
 ET0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0921
 ET0921.The geoid height was determined by GEOID03.
 ET0921
 ET0921;                    North         East     Units Scale Factor Converg.
 ET0921;SPC AZ C     -   358,186.030   197,846.514   MT  0.99990297   -0 05 41.0
 ET0921;SPC AZ C     - 1,175,151.02    649,102.74   iFT  0.99990297   -0 05 41.0
 ET0921;UTM  12      - 3,788,200.010   400,065.703   MT  0.99972310   -0 36 37.5
 ET0921
 ET0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0921!SPC AZ C     -   0.99982759  x   0.99990297  =   0.99973058
 ET0921!UTM  12      -   0.99982759  x   0.99972310  =   0.99955074
 ET0921
 ET0921|---------------------------------------------------------------------|
 ET0921| PID    Reference Object                     Distance      Geod. Az  |
 ET0921|                                                           dddmmss.s |
 ET0921| CH3008 CURVE RM 1                            8.044 METERS 02819     |
 ET0921| CH3009 CURVE RM 2                            6.662 METERS 14724     |
 ET0921| ET0239 SUN                                 APPROX. 3.1 KM 2742012.8 |
 ET0921|---------------------------------------------------------------------|
 ET0921
 ET0921                          SUPERSEDED SURVEY CONTROL
 ET0921
 ET0921  NAD 83(1986)-  34 13 48.29604(N)    112 05 06.22044(W) AD(       ) 2
 ET0921  NAD 27      -  34 13 48.18240(N)    112 05 03.65440(W) AD(       ) 2
 ET0921  NGVD 29 (07/19/86) 1125.0    (m)         3691.     (f) VERT ANG       
 ET0921
 ET0921.Superseded values are not recommended for survey control.
 ET0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0921.See file dsdata.txt to determine how the superseded data were derived.
 ET0921
 ET0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0006688200(NAD 83)
 ET0921_MARKER: DS = TRIANGULATION STATION DISK
 ET0921_SETTING: 66 = SET IN ROCK OUTCROP
 ET0921
 ET0921  HISTORY     - Date     Condition        Report By
 ET0921  HISTORY     - 1959     MONUMENTED       CGS
 ET0921  HISTORY     - 20060715 GOOD             GEOCAC
 ET0921
 ET0921                          STATION DESCRIPTION
 ET0921
 ET0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0921'THE STATION IS LOCATED ON THE SUMMIT OF A VERY ROCKY HILL
 ET0921'THAT IS ABOUT 13 MILES NORTH OF THE POST OFFICE AT BLACK
 ET0921'CANYON, 4 MILES NORTHEAST OF THE SUNSET POINT REST STOP,
 ET0921'2 MILES SOUTHWEST OF THE HORSESHOE RANCH AND 0.8 MILE NORTH
 ET0921'OF WHERE THE AGUA FRIA RIVER ENTERS A DEEP CANYON.
 ET0921'
 ET0921'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0921'GO NORTH ON STATE HIGHWAY 69 FOR 8.6 MILES TO THE SUNSET
 ET0921'POINT REST STOP ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY
 ET0921'FOR 4.3 MILES TO A METAL GATE AND ROAD ON THE RIGHT, TURN
 ET0921'RIGHT, EAST, PASS THROUGH THE GATE AND FOLLOW THE BLADED
 ET0921'ROAD FOR 1.5 MILES TO A WIRE GATE, PASS THROUGH THE GATE
 ET0921'AND CONTINUE UPHILL ON THE ROAD FOR 0.5 MILE TO A POINT
 ET0921'WHERE THE ROAD STARTS DOWNHILL AND THE END OF TRUCK TRAVEL.
 ET0921'FROM HERE PACK EAST UPHILL FOR ABOUT 5 MINUTES TO THE HIGHEST
 ET0921'POINT OF THE HILL AND THE STATION.
 ET0921'
 ET0921'THE STATION MARK, STAMPED CURVE 1958, IS A STANDARD DISK
 ET0921'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 ET0921'12 INCHES AND IS 24.7 FEET NORTHWEST OF A WITNESS POST.
 ET0921'
 ET0921'REFERENCE MARK NO. 1, STAMPED CURVE NO 1 1958, IS A STANDARD
 ET0921'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 ET0921'PROJECTS 16 INCHES AND IS 47.3 NORTH OF A WITNESS POST.
 ET0921'
 ET0921'REFERENCE MARK NO. 2, STAMPED CURVE NO 2 1958, IS A STANDARD
 ET0921'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 ET0921'PROJECTS 12 INCHES AND IS 7 FEET NORTH OF A WITNESS POST.
 ET0921'
 ET0921'TRIANGULATION STATION SUN CAN BE USED FOR AN AZIMUTH MARK.
 ET0921'(SEE DESCRIPTION THEREOF).
 ET0921
 ET0921                          STATION RECOVERY (2006)
 ET0921
 ET0921'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0921'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0921'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0487 ***********************************************************************
 GP0487  DESIGNATION -  CURVE
 GP0487  PID         -  GP0487
 GP0487  STATE/COUNTY-  AZ/COCONINO
 GP0487  USGS QUAD   -  TANNER WELL (1985)
 GP0487
 GP0487                         *CURRENT SURVEY CONTROL
 GP0487  ___________________________________________________________________
 GP0487* NAD 83(1992)-  36 34 25.00289(N)    111 38 33.18884(W)     ADJUSTED  
 GP0487* NAVD 88     -      1606.3    (meters)    5270.     (feet)  VERTCON   
 GP0487  ___________________________________________________________________
 GP0487  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 GP0487  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GP0487
 GP0487  HORZ ORDER  -  SECOND
 GP0487
 GP0487.The horizontal coordinates were established by classical geodetic methods
 GP0487.and adjusted by the National Geodetic Survey in August 1993..
 GP0487
 GP0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0487
 GP0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0487
 GP0487.The geoid height was determined by GEOID03.
 GP0487
 GP0487;                    North         East     Units Scale Factor Converg.
 GP0487;SPC AZ C     -   618,191.954   237,892.502   MT  0.99990741   +0 09 48.0
 GP0487;SPC AZ C     - 2,028,188.83    780,487.21   iFT  0.99990741   +0 09 48.0
 GP0487;UTM  12      - 4,047,765.541   442,510.209   MT  0.99964072   -0 22 58.4
 GP0487
 GP0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0487!SPC AZ C     -   0.99975155  x   0.99990741  =   0.99965898
 GP0487!UTM  12      -   0.99975155  x   0.99964072  =   0.99939236
 GP0487
 GP0487|---------------------------------------------------------------------|
 GP0487| PID    Reference Object                     Distance      Geod. Az  |
 GP0487|                                                           dddmmss.s |
 GP0487| CR7963 CURVE RM 1                           11.703 METERS 25757     |
 GP0487| CR7964 CURVE RM 2                           15.849 METERS 32829     |
 GP0487| GP0495 LIME                                APPROX. 3.5 KM 3392234.4 |
 GP0487|---------------------------------------------------------------------|
 GP0487
 GP0487                          SUPERSEDED SURVEY CONTROL
 GP0487
 GP0487  NAD 83(1986)-  36 34 25.00117(N)    111 38 33.18446(W) AD(       ) 2
 GP0487  NGVD 29 (07/12/88) 1605.3    (m)         5267.     (f) VERT ANG       
 GP0487
 GP0487.Superseded values are not recommended for survey control.
 GP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0487.See file dsdata.txt to determine how the superseded data were derived.
 GP0487
 GP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4251047766(NAD 83)
 GP0487_MARKER: DS = TRIANGULATION STATION DISK
 GP0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0487+STABILITY: SURFACE MOTION
 GP0487
 GP0487  HISTORY     - Date     Condition        Report By
 GP0487  HISTORY     - 1983     MONUMENTED       AZDT
 GP0487
 GP0487                          STATION DESCRIPTION
 GP0487
 GP0487'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0487'THE STATION IS LOCATED 26 MILES SOUTHWEST OF PAGE, 14 MILES NORTHWEST
 GP0487'OF CEDAR RIDGE TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0487'
 GP0487'THE STATION MARK IS AN AZDT DISK STAMPED---CURVE 1983---.  IT IS SET
 GP0487'IN TOP OF A 10 INCH CONCRETE MONUMENT 98 FEET WEST OF THE CENTER LINE
 GP0487'OF THE HIGHWAY AND MARKED WITH A WITNESS POST AND SIGN.
 GP0487'
 GP0487'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CURVE RM 1 1983---.  IT IS
 GP0487'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0487'
 GP0487'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CURVE RM 2 1983---.  IT IS
 GP0487'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0487'
 GP0487'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0487'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0487'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN
 GP0487'LEFT ALONG U.S. 89 AND TRAVEL SOUTH FOR 24.5 MILES TO THE JUNCTION OF
 GP0487'U.S. 89 AND U.S. 89 ALT.  TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR
 GP0487'4.5 MILES TO MILE POST 519.55 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1351 ***********************************************************************
 FS1351  DESIGNATION -  CURVE
 FS1351  PID         -  FS1351
 FS1351  STATE/COUNTY-  AZ/MOHAVE
 FS1351  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS1351
 FS1351                         *CURRENT SURVEY CONTROL
 FS1351  ___________________________________________________________________
 FS1351* NAD 83(1992)-  35 41 18.46607(N)    114 28 11.72203(W)     ADJUSTED  
 FS1351* NAVD 88     -       751.8    (meters)    2467.     (feet)  VERTCON   
 FS1351  ___________________________________________________________________
 FS1351  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FS1351  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1351
 FS1351  HORZ ORDER  -  SECOND
 FS1351
 FS1351.The horizontal coordinates were established by classical geodetic methods
 FS1351.and adjusted by the National Geodetic Survey in August 1993..
 FS1351
 FS1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1351
 FS1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1351
 FS1351.The geoid height was determined by GEOID03.
 FS1351
 FS1351;                    North         East     Units Scale Factor Converg.
 FS1351;SPC AZ W     -   520,205.551   148,198.560   MT  0.99998564   -0 25 12.0
 FS1351;SPC AZ W     - 1,706,711.13    486,215.75   iFT  0.99998564   -0 25 12.0
 FS1351;UTM  11      - 3,952,345.387   728,947.292   MT  1.00024596   +1 28 35.9
 FS1351
 FS1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1351!SPC AZ W     -   0.99988647  x   0.99998564  =   0.99987212
 FS1351!UTM  11      -   0.99988647  x   1.00024596  =   1.00013241
 FS1351
 FS1351|---------------------------------------------------------------------|
 FS1351| PID    Reference Object                     Distance      Geod. Az  |
 FS1351|                                                           dddmmss.s |
 FS1351| CS4795 CURVE RM 1                           12.222 METERS 17044     |
 FS1351| FS1163 POPE                                APPROX. 7.9 KM 3352704.3 |
 FS1351| CS4796 CURVE RM 2                           12.198 METERS 34959     |
 FS1351|---------------------------------------------------------------------|
 FS1351
 FS1351                          SUPERSEDED SURVEY CONTROL
 FS1351
 FS1351  NAD 83(1986)-  35 41 18.46174(N)    114 28 11.71407(W) AD(       ) 2
 FS1351  NGVD 29 (11/23/90)  751.1    (m)         2464.     (f) VERT ANG       
 FS1351
 FS1351.Superseded values are not recommended for survey control.
 FS1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1351.See file dsdata.txt to determine how the superseded data were derived.
 FS1351
 FS1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2894752345(NAD 83)
 FS1351_MARKER: DS = TRIANGULATION STATION DISK
 FS1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1351+STABILITY: SURFACE MOTION
 FS1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1351+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS1351
 FS1351  HISTORY     - Date     Condition        Report By
 FS1351  HISTORY     - 1981     MONUMENTED       AZDT
 FS1351  HISTORY     - 20050717 GOOD             USPSQD
 FS1351
 FS1351                          STATION DESCRIPTION
 FS1351
 FS1351'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1351'THE STATION IS LOCATED 27 MILES SOUTHEAST OF HOVER DAM, 13 MILES NORTH
 FS1351'WEST OF DOLAN SPRINGS AND ALONG THE SOUTHEAST RIGHT OF WAY OF US 93.
 FS1351'
 FS1351'THE STATION MARK IS AN ADOT DISK STAMPED, CURVE 1981.  IT IS SET IN
 FS1351'TOP OF A 10 INCH CONCRETE MONUMENT.  96 FEET SOUTHWEST OF THE CENTER
 FS1351'LINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1351'
 FS1351'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CURVE RM 1 1981.  IT IS SET
 FS1351'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1351'
 FS1351'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CURVE RM 2 1981.  IT IS SET
 FS1351'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1351'
 FS1351'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1351'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND GO
 FS1351'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1351'INTERCHANGE.  TRAVEL NORTH ALONG US HIGHWAY 93 FOR 35.2 MILES TO THE
 FS1351'BRIDGE OVER DETRITAL WASH.  CONTINUE NORTH ALONG US 93 FOR 5.2 MILES
 FS1351'TO A HIGHLINE THAT CROSSES OVER HIGHWAY, CONTINUE NORTH ALONG US 93
 FS1351'FOR 1.4 MILES TO THE STATION ON THE LEFT.
 FS1351
 FS1351                          STATION RECOVERY (2005)
 FS1351
 FS1351'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS1351'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1166 ***********************************************************************
 CG1166  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1166  DESIGNATION -  CURVE
 CG1166  PID         -  CG1166
 CG1166  STATE/COUNTY-  AZ/COCHISE
 CG1166  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1166
 CG1166                         *CURRENT SURVEY CONTROL
 CG1166  ___________________________________________________________________
 CG1166* NAD 83(1992)-  31 42 50.22383(N)    110 15 09.78726(W)     ADJUSTED  
 CG1166* NAVD 88     -      1271.10   (meters)    4170.3    (feet)  GPS OBS   
 CG1166  ___________________________________________________________________
 CG1166  X           -  -1,880,300.058 (meters)                     COMP
 CG1166  Y           -  -5,096,031.662 (meters)                     COMP
 CG1166  Z           -   3,334,144.404 (meters)                     COMP
 CG1166  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CG1166  ELLIP HEIGHT-        1243.14  (meters)          (08/22/05) GPS OBS
 CG1166  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG1166
 CG1166  HORZ ORDER  -  B
 CG1166  ELLP ORDER  -  FOURTH    CLASS II
 CG1166
 CG1166.The horizontal coordinates were established by GPS observations
 CG1166.and adjusted by the National Geodetic Survey in August 2005..
 CG1166
 CG1166.The orthometric height was determined by GPS observations and a
 CG1166.high-resolution geoid model using precise GPS observation and
 CG1166.processing techniques.
 CG1166
 CG1166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1166
 CG1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1166
 CG1166.The ellipsoidal height was determined by GPS observations
 CG1166.and is referenced to NAD 83.
 CG1166
 CG1166.The geoid height was determined by GEOID03.
 CG1166
 CG1166;                    North         East     Units Scale Factor Converg.
 CG1166;SPC AZ E     -    79,155.075   205,204.346   MT  0.99990082   -0 02 42.8
 CG1166;SPC AZ E     -   259,695.13    673,242.60   iFT  0.99990082   -0 02 42.8
 CG1166;UTM  12      - 3,508,972.772   570,803.876   MT  0.99966183   +0 23 34.2
 CG1166
 CG1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1166!SPC AZ E     -   0.99980484  x   0.99990082  =   0.99970568
 CG1166!UTM  12      -   0.99980484  x   0.99966183  =   0.99946673
 CG1166
 CG1166|---------------------------------------------------------------------|
 CG1166| PID    Reference Object                     Distance      Geod. Az  |
 CG1166|                                                           dddmmss.s |
 CG1166| CS6104 CURVE RM 1                           18.418 METERS 10927     |
 CG1166| CS6105 CURVE RM 2                           14.612 METERS 19308     |
 CG1166|---------------------------------------------------------------------|
 CG1166
 CG1166                          SUPERSEDED SURVEY CONTROL
 CG1166
 CG1166  NAD 83(1992)-  31 42 50.22774(N)    110 15 09.78688(W) AD(       ) 2
 CG1166  NAD 83(1986)-  31 42 50.22129(N)    110 15 09.78116(W) AD(       ) 2
 CG1166  NGVD 29 (06/28/91) 1270.2    (m)         4167.     (f) VERT ANG       
 CG1166
 CG1166.Superseded values are not recommended for survey control.
 CG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1166.See file dsdata.txt to determine how the superseded data were derived.
 CG1166
 CG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7080408973(NAD 83)
 CG1166_MARKER: DS = TRIANGULATION STATION DISK
 CG1166_SETTING: 66 = SET IN ROCK OUTCROP
 CG1166_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1166_STAMPING: NONE
 CG1166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1166+STABILITY: POSITION/ELEVATION WELL
 CG1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1166+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1166
 CG1166  HISTORY     - Date     Condition        Report By
 CG1166  HISTORY     - 1986     MONUMENTED       AZDT
 CG1166  HISTORY     - 19981001 GOOD             USPSQD
 CG1166  HISTORY     - 20040429 GOOD             AZ-003
 CG1166
 CG1166                          STATION DESCRIPTION
 CG1166
 CG1166'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1166'THE STATION IS LOCATED 11 MILES WEST OF TOMBSTONE ALONG THE SOUTHEAST
 CG1166'SIDE OF STATE ROUTE 82.
 CG1166'
 CG1166'THE STATION MARK IS AN AZDT DISK STAMPED---CURVE 1986---.  IT IS SET
 CG1166'IN A DRILL HOLE IN BEDROCK WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 CG1166'IT IS 58 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET
 CG1166'EAST OF A CAIRN.
 CG1166'
 CG1166'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CURVE RM 1 1986---.  IT IS
 CG1166'SET IN BEDROCK WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 3
 CG1166'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 CG1166'
 CG1166'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CURVE RM 2 1986---.  IT IS
 CG1166'SET IN BEDROCK WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 3
 CG1166'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 CG1166'
 CG1166'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY
 CG1166'TRAVEL NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH
 CG1166'STATE ROUTE 82.  TURN RIGHT ALONG S.R. 82 AND TRAVEL EAST FOR 6.0
 CG1166'MILES TO THE STATION ON THE RIGHT AT MILE POST 57.6.
 CG1166
 CG1166                          STATION RECOVERY (1998)
 CG1166
 CG1166'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1166'RECOVERED IN GOOD CONDITION.
 CG1166
 CG1166                          STATION RECOVERY (2004)
 CG1166
 CG1166'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1166'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0683 ***********************************************************************
 GP0683  DESIGNATION -  CUSPHSP
 GP0683  PID         -  GP0683
 GP0683  STATE/COUNTY-  AZ/NAVAJO
 GP0683  USGS QUAD   -  SHONTO NW (1980)
 GP0683
 GP0683                         *CURRENT SURVEY CONTROL
 GP0683  ___________________________________________________________________
 GP0683* NAD 83(1986)-  36 40 26.     (N)    110 44 46.     (W)     SCALED    
 GP0683* NAVD 88     -      2089.236  (meters)    6854.44   (feet)  ADJUSTED  
 GP0683  ___________________________________________________________________
 GP0683  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 GP0683  DYNAMIC HT  -        2086.563 (meters)    6845.67  (feet)  COMP
 GP0683  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 GP0683
 GP0683  VERT ORDER  -  SECOND    CLASS 0
 GP0683
 GP0683.The horizontal coordinates were scaled from a topographic map and have
 GP0683.an estimated accuracy of +/- 6 seconds.
 GP0683
 GP0683.The orthometric height was determined by differential leveling
 GP0683.and adjusted by the National Geodetic Survey in June 1991..
 GP0683
 GP0683.The geoid height was determined by GEOID03.
 GP0683
 GP0683.The dynamic height is computed by dividing the NAVD 88
 GP0683.geopotential number by the normal gravity value computed on the
 GP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0683.degrees latitude (g = 980.6199 gals.).
 GP0683
 GP0683.The modeled gravity was interpolated from observed gravity values.
 GP0683
 GP0683;                    North         East    Units  Estimated Accuracy
 GP0683;SPC AZ E     -   629,440.      161,570.      MT  (+/- 180 meters Scaled)
 GP0683
 GP0683                          SUPERSEDED SURVEY CONTROL
 GP0683
 GP0683.No superseded survey control is available for this station.
 GP0683
 GP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF226587(NAD 83)
 GP0683_MARKER: Z = SEE DESCRIPTION
 GP0683_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0683+WITH SETTING: PAVEMENT
 GP0683_SP_SET: CONCRETE BASE
 GP0683_STAMPING: A COOPERATIVE U S PUBLIC HEALTH SERVICE PROJECT
 GP0683_MARK LOGO: NONE  
 GP0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0683+STABILITY: SURFACE MOTION
 GP0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0683+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1969
 GP0683
 GP0683  HISTORY     - Date     Condition        Report By
 GP0683  HISTORY     - 1969     MONUMENTED       USGS
 GP0683  HISTORY     - 19690913 GOOD             USGS
 GP0683
 GP0683                          STATION DESCRIPTION
 GP0683
 GP0683'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0683'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0683'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0683'NORTH, THENCE 22.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0683'MOUNTAIN ROAD, 0.1 MILE SOUTH OF A RODEO STAND, 160 FEET NORTHWEST OF
 GP0683'THE ROAD, IN THE NORTHWEST EDGE OF THE TOP OF A 4 X 4 FOOT CONCRETE
 GP0683'BLOCK WATER OUTLET BASE PROJECTING 5 FEET ABOVE THE GROUND, BRASS
 GP0683'TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0011 ***********************************************************************
 CZ0011  DESIGNATION -  CUT
 CZ0011  PID         -  CZ0011
 CZ0011  STATE/COUNTY-  AZ/COCHISE
 CZ0011  USGS QUAD   -  DRAGOON (1995)
 CZ0011
 CZ0011                         *CURRENT SURVEY CONTROL
 CZ0011  ___________________________________________________________________
 CZ0011* NAD 83(1992)-  32 00 55.02961(N)    110 07 04.03984(W)     ADJUSTED  
 CZ0011* NAVD 88     -      1402.609  (meters)    4601.73   (feet)  ADJUSTED  
 CZ0011  ___________________________________________________________________
 CZ0011  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CZ0011  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ0011  DYNAMIC HT  -        1400.464 (meters)    4594.69  (feet)  COMP
 CZ0011  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ0011
 CZ0011  HORZ ORDER  -  SECOND
 CZ0011  VERT ORDER  -  FIRST     CLASS II
 CZ0011
 CZ0011.The horizontal coordinates were established by classical geodetic methods
 CZ0011.and adjusted by the National Geodetic Survey in August 1993..
 CZ0011
 CZ0011.The orthometric height was determined by differential leveling
 CZ0011.and adjusted by the National Geodetic Survey in June 1991..
 CZ0011
 CZ0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0011
 CZ0011.The geoid height was determined by GEOID03.
 CZ0011
 CZ0011.The dynamic height is computed by dividing the NAVD 88
 CZ0011.geopotential number by the normal gravity value computed on the
 CZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0011.degrees latitude (g = 980.6199 gals.).
 CZ0011
 CZ0011.The modeled gravity was interpolated from observed gravity values.
 CZ0011
 CZ0011;                    North         East     Units Scale Factor Converg.
 CZ0011;SPC AZ E     -   112,562.916   217,977.391   MT  0.99990026   +0 01 33.3
 CZ0011;SPC AZ E     -   369,300.91    715,148.92   iFT  0.99990026   +0 01 33.3
 CZ0011;UTM  12      - 3,542,470.105   583,317.184   MT  0.99968561   +0 28 03.8
 CZ0011
 CZ0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0011!SPC AZ E     -   0.99978412  x   0.99990026  =   0.99968440
 CZ0011!UTM  12      -   0.99978412  x   0.99968561  =   0.99946980
 CZ0011
 CZ0011:                Primary Azimuth Mark                     Grid Az
 CZ0011:SPC AZ E     -  ADAMS                                    005 30 38.5
 CZ0011:UTM  12      -  ADAMS                                    005 04 08.0
 CZ0011
 CZ0011|---------------------------------------------------------------------|
 CZ0011| PID    Reference Object                     Distance      Geod. Az  |
 CZ0011|                                                           dddmmss.s |
 CZ0011| CZ1781 ADAMS                               APPROX. 2.1 KM 0053211.8 |
 CZ0011| CZ1480 CUT RM 1                              7.781 METERS 11613     |
 CZ0011| CZ0012 CUT RM 2                              9.215 METERS 21532     |
 CZ0011|---------------------------------------------------------------------|
 CZ0011
 CZ0011                          SUPERSEDED SURVEY CONTROL
 CZ0011
 CZ0011  NAD 83(1986)-  32 00 55.02296(N)    110 07 04.03684(W) AD(       ) 2
 CZ0011  NAD 27      -  32 00 54.72830(N)    110 07 01.78720(W) AD(       ) 2
 CZ0011  NGVD 29 (??/??/92) 1401.736  (m)         4598.86   (f) ADJ UNCH    1 2
 CZ0011
 CZ0011.Superseded values are not recommended for survey control.
 CZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0011.See file dsdata.txt to determine how the superseded data were derived.
 CZ0011
 CZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8331742470(NAD 83)
 CZ0011_MARKER: DS = TRIANGULATION STATION DISK
 CZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0011_STAMPING: CUT 1960
 CZ0011_PROJECTION: PROJECTING 12 CENTIMETERS
 CZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0011+STABILITY: SURFACE MOTION
 CZ0011
 CZ0011  HISTORY     - Date     Condition        Report By
 CZ0011  HISTORY     - 1960     MONUMENTED       CGS
 CZ0011  HISTORY     - 1960     GOOD             CGS
 CZ0011  HISTORY     - 1967     GOOD             AMS
 CZ0011  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 CZ0011  HISTORY     - 1979     GOOD             NGS
 CZ0011
 CZ0011                          STATION DESCRIPTION
 CZ0011
 CZ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ0011'THE STATION IS LOCATED ABOUT 11.1 MILES EAST OF BENSON AND
 CZ0011'100 FEET SOUTH OF INTERSTATE HIGHWAY 10.
 CZ0011'
 CZ0011'REACHED FROM THE POST OFFICE IN BENSON BY GOING EAST ON
 CZ0011'INTERSTATE HIGHWAY 10 FOR 11.1 MILES TO A SMALL CUT BANK IN
 CZ0011'THE HIGHWAY AND THE STATION ON THE RIGHT.
 CZ0011'
 CZ0011'STATION MARKS ARE STANDARD DISKS, STAMPED CUT 1960.  THE
 CZ0011'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CZ0011'POST PROJECTING 4 INCHES.  IT IS 100 FEET SOUTH OF THE EAST
 CZ0011'BOUND LANE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT-OF-WAY
 CZ0011'FENCE.
 CZ0011'
 CZ0011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1960,
 CZ0011'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 33 FEET SOUTH
 CZ0011'OF THE FENCE AND WITNESS POST AND 16 FEET SOUTH OF A POWERLINE
 CZ0011'POLE.
 CZ0011'
 CZ0011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1960,
 CZ0011'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 18 FEET SOUTH
 CZ0011'OF THE FENCE AND WITNESS POST AND 44 FEET WEST OF THE POWERLINE
 CZ0011'POLE.
 CZ0011'
 CZ0011'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 CZ0011'STATION ADAMS 1935 CAN BE USED FOR AN AZIMUTH MARK.  SEE
 CZ0011'DESCRIPTION THEREOF.
 CZ0011
 CZ0011                          STATION RECOVERY (1960)
 CZ0011
 CZ0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0011'11.1 MI E FROM BENSON.
 CZ0011'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0011'HIGHWAY 86-INTERSTATE HIGHWAY 10, 18 FEET SOUTH OF RIGHT-OF-WAY FENCE,
 CZ0011'100 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE
 CZ0011'HIGHWAY ON TOP OF A SMALL CUT, SET IN THE TOP OF A 12-INCH SQUARE
 CZ0011'CONCRETE POST PROJECTING 4 INCHES.
 CZ0011
 CZ0011                          STATION RECOVERY (1967)
 CZ0011
 CZ0011'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0011'MARK IS LOCATED APPROXIMATELY 11.0 AIRMILES (ENE) OF BENSON,
 CZ0011'ARIZONA.  23.7 AIRMILES (SW) OF WILLCOX, ARIZONA.
 CZ0011'
 CZ0011'TO REACH MARK FROM POST OFFICE IN BENSON, ARIZONA, GO (N)
 CZ0011'ONE BLOCK TO INTERSECTION WITH U.S. HWY 80.  TURN RIGHT (E)
 CZ0011'ON HWY 80 AND GO 11.4 MILES TO A SMALL CUT.  THE MARK IS
 CZ0011'APPROXIMATELY 30.0 M (SE) OF CENTERLINE OF THE EASTBOUND LANE OF
 CZ0011'U.S. HWY 80.  3.2 M (SE) OF THE RIGHT-OF-WAY FENCE.
 CZ0011'
 CZ0011'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 25X25
 CZ0011'CM SQUARE CONCRETE POST PROTRUDING 0.13 M ABOVE GROUND.
 CZ0011'STAMPED CUT 1960.
 CZ0011'
 CZ0011'R.M. 1 IS A USC AND GS BRONZE DISK SET IN BEDROCK AT GROUND
 CZ0011'LEVEL.  STAMPED CUT NO 1 1960.  IT IS LOCATED 7.812 M (ESE)
 CZ0011'OF MARK AND A D.E. OF -0.53 M.
 CZ0011'
 CZ0011'R.M. 2 IS A USC AND GS BRONZE DISK SET IN BEDROCK AT GROUND
 CZ0011'LEVEL.  STAMPED CUT NO 2 1960.  IT IS LOCATED 9.233 M (SW)
 CZ0011'OF MARK AND A D.E. OF -0.54 M.
 CZ0011'
 CZ0011'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CZ0011'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 55 DEG - 120 DEG
 CZ0011'AND 275 DEG-20 DEG.  (MOUNTAINS).
 CZ0011
 CZ0011                          STATION RECOVERY (1975)
 CZ0011
 CZ0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 CZ0011'MONUMENT AND ALL REFERENCE POINTS HAVE BEEN OBLITERATED.
 CZ0011
 CZ0011                          STATION RECOVERY (1979)
 CZ0011
 CZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0011'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0011'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.2 KILOMETER (0.1 MILE)
 CZ0011'SOUTHWEST OF A LOW SUMMIT, 32.9 METERS (108 FEET) SOUTHEAST OF THE
 CZ0011'CENTERLINE OF THE EASTBOUND LANES, 5.3 METERS (17.4 FEET) WEST OF
 CZ0011'THE SECOND POWER LINE POLE NORTHEAST OF A POWER LINE CROSSING AND
 CZ0011'3.1 METERS (10 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ0011'THE MARK IS 3.1 METERS  SE FROM A WITNESS POST.
 CZ0011'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0035 ***********************************************************************
 EU0035  DESIGNATION -  CUT
 EU0035  PID         -  EU0035
 EU0035  STATE/COUNTY-  AZ/MOHAVE
 EU0035  USGS QUAD   -  TOPOCK (1970)
 EU0035
 EU0035                         *CURRENT SURVEY CONTROL
 EU0035  ___________________________________________________________________
 EU0035* NAD 83(1992)-  34 43 29.01006(N)    114 25 04.79273(W)     ADJUSTED  
 EU0035* NAVD 88     -       256.48   (+/-2cm)     841.5    (feet)  VERTCON   
 EU0035  ___________________________________________________________________
 EU0035  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EU0035  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0035
 EU0035  HORZ ORDER  -  SECOND
 EU0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0035
 EU0035.The horizontal coordinates were established by classical geodetic methods
 EU0035.and adjusted by the National Geodetic Survey in August 1993..
 EU0035
 EU0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0035.The vertical order pertains to the NGVD 29 superseded value.
 EU0035
 EU0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0035
 EU0035.The geoid height was determined by GEOID03.
 EU0035
 EU0035;                    North         East     Units Scale Factor Converg.
 EU0035;SPC AZ W     -   413,255.729   152,179.760   MT  0.99997945   -0 22 49.9
 EU0035;SPC AZ W     - 1,355,825.88    499,277.43   iFT  0.99997945   -0 22 49.9
 EU0035;SPC CA 5     -   641,697.018 2,327,990.772   MT  0.99992223   +2 02 30.4
 EU0035;SPC CA 5     - 2,105,300.97  7,637,749.72   sFT  0.99992223   +2 02 30.4
 EU0035;UTM  11      - 3,845,552.592   736,426.606   MT  1.00028901   +1 28 17.3
 EU0035
 EU0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0035!SPC AZ W     -   0.99996454  x   0.99997945  =   0.99994399
 EU0035!SPC CA 5     -   0.99996454  x   0.99992223  =   0.99988677
 EU0035!UTM  11      -   0.99996454  x   1.00028901  =   1.00025354
 EU0035
 EU0035|---------------------------------------------------------------------|
 EU0035| PID    Reference Object                     Distance      Geod. Az  |
 EU0035|                                                           dddmmss.s |
 EU0035| EU0034 CUT RM 1                             10.440 METERS 08046     |
 EU0035| EU0033 CUT AZ MK                                          2613439.9 |
 EU0035| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 1.7 KM 2894056.9 |
 EU0035| EU0036 CUT RM 2                              5.011 METERS 32127     |
 EU0035|---------------------------------------------------------------------|
 EU0035
 EU0035                          SUPERSEDED SURVEY CONTROL
 EU0035
 EU0035  NAD 83(1986)-  34 43 29.01484(N)    114 25 04.80041(W) AD(       ) 2
 EU0035  NAD 27      -  34 43 28.98740(N)    114 25 01.94780(W) AD(       ) 2
 EU0035  NGVD 29 (??/??/??)  255.827  (m)          839.33   (f) ADJUSTED    2 0
 EU0035
 EU0035.Superseded values are not recommended for survey control.
 EU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0035.See file dsdata.txt to determine how the superseded data were derived.
 EU0035
 EU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3642745553(NAD 83)
 EU0035_MARKER: DE = TRAVERSE STATION DISK
 EU0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0035_STAMPING: CUT 1961
 EU0035_MARK LOGO: CGS   
 EU0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0035+STABILITY: SURFACE MOTION
 EU0035
 EU0035  HISTORY     - Date     Condition        Report By
 EU0035  HISTORY     - 1961     MONUMENTED       CGS
 EU0035  HISTORY     - 1961     GOOD             CGS
 EU0035  HISTORY     - 1971     GOOD             NGS
 EU0035  HISTORY     - 1981     GOOD             NGS
 EU0035
 EU0035                          STATION DESCRIPTION
 EU0035
 EU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0035'THE STATION IS LOCATED ABOUT 4 MILES EAST OF TOPOCK, ON THE
 EU0035'NORTH SIDE OF U.S. HIGHWAY 66 ON THE ROAD RIGHT-OF-WAY, ON
 EU0035'ABOUT A 15 FOOT EMBANKMENT AND ABOUT DUE NORTH OF MILE POST 4.
 EU0035'
 EU0035'TO REACH THE STATION FROM THE FORKS OF ROADS JUST EAST OF THE
 EU0035'BRIDGE IN TOPOCK, GO EAST ON U.S. HIGHWAY 66 FOR 4.0 MILE
 EU0035'POST 4 AND STATION ON THE NORTH EMBANKMENT.
 EU0035'
 EU0035'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 EU0035'HIGHWAY 66 FOR 0.4 MILE TO A DIM SIDE ROAD RIGHT AND AZIMUTH
 EU0035'MARK ABOUT 100 FEET EAST OF DIM ROAD TO FENCE LINE.
 EU0035'
 EU0035'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 EU0035'AND IS STAMPED CUT 1961.  THE MARK IS 137 FEET NORTH NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 17 FEET EAST OF THE EDGE OF A SMALL
 EU0035'BLUFF, 12.1 FEET EAST OF WITNESS POST AND 2 FEET SOUTH-SOUTHEAST
 EU0035'OF FENCE.
 EU0035'
 EU0035'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND
 EU0035'IS STAMPED CUT NO 1 1961.  THE MARK IS 136 FEET NORTH-NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 46.2 FEET EAST-SOUTHEAST OF WITNESS
 EU0035'POST AND 1.5 FEET SOUTH-SOUTHEAST OF FENCE.
 EU0035'
 EU0035'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH AND IS
 EU0035'STAMPED CUT NO 2 1961.  THE MARK IS 21 FEET NORTHEAST OF THE
 EU0035'EDGE OF A BLUFF, 12.4 FEET NORTH OF WITNESS POST AND 12 FEET
 EU0035'NORTH-NORTHWEST OF FENCE.
 EU0035'
 EU0035'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET THE TOP OF A 12
 EU0035'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 EU0035'IS STAMPED CUT 1961.  THE MARK IS 138 FEET NORTH-NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 2.5 FEET EAST OF WITNESS POST AND 1.3
 EU0035'FEET SOUTH OF FENCE.
 EU0035'
 EU0035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EU0035
 EU0035                          STATION RECOVERY (1961)
 EU0035
 EU0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0035'4 MI E FROM TOPOCK.
 EU0035'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0035'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0035'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 144 FEET
 EU0035'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 2 FEET SOUTH OF THE
 EU0035'FENCE, 17.5 FEET EAST OF THE WEST EDGE OF A BLUFF, 11.6 FEET
 EU0035'EAST-SOUTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0035'CONCRETE POST PROJECTING 3 INCHES.
 EU0035
 EU0035                          STATION RECOVERY (1971)
 EU0035
 EU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0035'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EU0035'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0035'
 EU0035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 EU0035'OF TOPOCK.
 EU0035
 EU0035                          STATION RECOVERY (1981)
 EU0035
 EU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0530 ***********************************************************************
 ES0530  DESIGNATION -  CUT
 ES0530  PID         -  ES0530
 ES0530  STATE/COUNTY-  AZ/COCONINO
 ES0530  USGS QUAD   -  MUNDS PARK (1974)
 ES0530
 ES0530                         *CURRENT SURVEY CONTROL
 ES0530  ___________________________________________________________________
 ES0530* NAD 83(1992)-  34 54 17.28443(N)    111 38 32.74106(W)     ADJUSTED  
 ES0530* NAVD 88     -      1977.894  (meters)    6489.14   (feet)  ADJUSTED  
 ES0530  ___________________________________________________________________
 ES0530  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 ES0530  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ES0530  DYNAMIC HT  -        1975.127 (meters)    6480.06  (feet)  COMP
 ES0530  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0530
 ES0530  HORZ ORDER  -  SECOND
 ES0530  VERT ORDER  -  SECOND    CLASS 0
 ES0530
 ES0530.The horizontal coordinates were established by classical geodetic methods
 ES0530.and adjusted by the National Geodetic Survey in August 1993..
 ES0530
 ES0530.The orthometric height was determined by differential leveling
 ES0530.and adjusted by the National Geodetic Survey in June 1991..
 ES0530
 ES0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0530
 ES0530.The geoid height was determined by GEOID03.
 ES0530
 ES0530.The dynamic height is computed by dividing the NAVD 88
 ES0530.geopotential number by the normal gravity value computed on the
 ES0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0530.degrees latitude (g = 980.6199 gals.).
 ES0530
 ES0530.The modeled gravity was interpolated from observed gravity values.
 ES0530
 ES0530;                    North         East     Units Scale Factor Converg.
 ES0530;SPC AZ C     -   433,048.269   238,421.226   MT  0.99990774   +0 09 24.9
 ES0530;SPC AZ C     - 1,420,762.04    782,221.87   iFT  0.99990774   +0 09 24.9
 ES0530;UTM  12      - 3,862,674.249   441,309.133   MT  0.99964245   -0 22 03.4
 ES0530
 ES0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0530!SPC AZ C     -   0.99969334  x   0.99990774  =   0.99960111
 ES0530!UTM  12      -   0.99969334  x   0.99964245  =   0.99933590
 ES0530
 ES0530:                Primary Azimuth Mark                     Grid Az
 ES0530:SPC AZ C     -  CUT AZ MK                                166 13 39.7
 ES0530:UTM  12      -  CUT AZ MK                                166 45 08.0
 ES0530
 ES0530|---------------------------------------------------------------------|
 ES0530| PID    Reference Object                     Distance      Geod. Az  |
 ES0530|                                                           dddmmss.s |
 ES0530| ES0533 CUT AZ MK                                          1662304.6 |
 ES0530| ES0532 CUT RM 1                             26.716 METERS 19506     |
 ES0530| ES0531 CUT RM 2                             22.092 METERS 27913     |
 ES0530| ES0526 GOLF                                APPROX. 3.4 KM 3463709.9 |
 ES0530|---------------------------------------------------------------------|
 ES0530
 ES0530                          SUPERSEDED SURVEY CONTROL
 ES0530
 ES0530  NAD 83(1986)-  34 54 17.28079(N)    111 38 32.73891(W) AD(       ) 2
 ES0530  NAD 27      -  34 54 17.22360(N)    111 38 30.18260(W) AD(       ) 2
 ES0530  NGVD 29 (??/??/92) 1976.953  (m)         6486.05   (f) ADJ UNCH    2 0
 ES0530
 ES0530.Superseded values are not recommended for survey control.
 ES0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0530.See file dsdata.txt to determine how the superseded data were derived.
 ES0530
 ES0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4130962674(NAD 83)
 ES0530_MARKER: DE = TRAVERSE STATION DISK
 ES0530_SETTING: 80 = SET IN A BOULDER
 ES0530_SP_SET: BOULDER
 ES0530_STAMPING: CUT 1959
 ES0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0530+STABILITY: SURFACE MOTION
 ES0530
 ES0530  HISTORY     - Date     Condition        Report By
 ES0530  HISTORY     - 1959     MONUMENTED       CGS
 ES0530  HISTORY     - 1959     GOOD             CGS
 ES0530  HISTORY     - 1960     GOOD             CGS
 ES0530
 ES0530                          STATION DESCRIPTION
 ES0530
 ES0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0530'THE STATION IS ON THE WEST SIDE OF INTERSTATE HIGHWAY 17 AND
 ES0530'ON THE RIGHT-OF-WAY OF THE HIGHWAY.  IT IS ABOUT 18 MILES
 ES0530'SOUTH OF FLAGSTAFF, 7 MILES EAST OF SEDONA AND 2.5 MILES
 ES0530'SOUTH OF THE NORTHERN AIRE COUNTRY CLUB GOLF COURSE.
 ES0530'
 ES0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66,
 ES0530'89 AND 89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY
 ES0530'89A FOR 5 MILES TO A T-ROAD ON THE LEFT, EAST.  TURN LEFT
 ES0530'AND GO EAST 0.9 MILE TO INTERSTATE HIGHWAY 17, TURN RIGHT AND
 ES0530'FOLLOW THE HIGHWAY SOUTH FOR 14.5 MILES TO THE GOLF COURSE,
 ES0530'CONTINUE SOUTH ON THE HIGHWAY 2.7 MILES TO THE STATION ON
 ES0530'THE RIGHT, WEST, JUST SOUTH OF THE GRADED ROAD TO SEDONA.
 ES0530'THIS ROAD WILL BE FENCED OFF WHEN THE HIGHWAY IS COMPLETED.
 ES0530'
 ES0530'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED CUT 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES.
 ES0530'IT IS 100 FEET SOUTH OF A GRADED ROAD, 100 FEET WEST OF THE
 ES0530'HIGHWAY, 54.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND
 ES0530'33.3 FEET EAST OF A WITNESS POST.
 ES0530'
 ES0530'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 ES0530'IT IS 49.6 FEET SOUTH OF THE WITNESS POST AND 37.3 FEET
 ES0530'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 ES0530'
 ES0530'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 ES0530'IT IS 55.9 FEET WEST OF THE WITNESS POST AND 21 FEET WEST
 ES0530'OF THE WEST RIGHT-OF-WAY FENCE.
 ES0530'
 ES0530'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT 1959, CEMENTED
 ES0530'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 24 INCHES.  IT IS
 ES0530'74 FEET EAST OF THE EAST EDGE OF A ROCK CUT IN THE HIGHWAY,
 ES0530'42.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 20.4 FEET
 ES0530'WEST OF A WITNESS POST.
 ES0530'
 ES0530'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 ES0530'THE HIGHWAY 0.2 MILE TO THE MARK ON THE LEFT, EAST.
 ES0530
 ES0530                          STATION RECOVERY (1959)
 ES0530
 ES0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0530'18.0 MI S FROM FLAGSTAFF.
 ES0530'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0530'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0530'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0530'HIGHWAY 17, THENCE 7.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT
 ES0530'2.7 MILES SOUTH OF THE GOLF COURSE, JUST SOUTH OF A GRADED ROAD
 ES0530'LEADING TO SEDONA, 100 FEET SOUTH OF THE GRADED ROAD, 54.4 FEET EAST
 ES0530'OF THE RIGHT-OF-WAY FENCE, 33.3 FEET EAST OF THE WITNESS POST,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.
 ES0530
 ES0530                          STATION RECOVERY (1960)
 ES0530
 ES0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES0530'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ES0530'THE AZIMUTH MARK HAS PROBABLY BEEN DESTROYED.  THE WITNESS
 ES0530'SIGN WAS FOUND NAILED TO A PINE TREE AND A HOLE WAS FOUND
 ES0530'20 FEET WEST OF THE SIGN.  A BOULDER OF THE SIZE DESCRIBED WAS
 ES0530'FOUND WHERE IT HAD BEEN PUSHED TO THE RIGHT-OF-WAY FENCE BY A
 ES0530'BULLDOZER.  THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2048 ***********************************************************************
 DV2048  DESIGNATION -  CUT
 DV2048  PID         -  DV2048
 DV2048  STATE/COUNTY-  AZ/MARICOPA
 DV2048  USGS QUAD   -  BALDY MTN (1981)
 DV2048
 DV2048                         *CURRENT SURVEY CONTROL
 DV2048  ___________________________________________________________________
 DV2048* NAD 83(1992)-  33 50 08.64725(N)    112 20 58.58911(W)     ADJUSTED  
 DV2048* NAVD 88     -       566.2    (meters)    1858.     (feet)  VERTCON   
 DV2048  ___________________________________________________________________
 DV2048  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DV2048  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV2048
 DV2048  HORZ ORDER  -  SECOND
 DV2048
 DV2048.The horizontal coordinates were established by classical geodetic methods
 DV2048.and adjusted by the National Geodetic Survey in August 1993..
 DV2048
 DV2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2048
 DV2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2048
 DV2048.The geoid height was determined by GEOID03.
 DV2048
 DV2048;                    North         East     Units Scale Factor Converg.
 DV2048;SPC AZ C     -   314,519.585   173,289.836   MT  0.99991979   -0 14 27.9
 DV2048;SPC AZ C     - 1,031,888.40    568,536.21   iFT  0.99991979   -0 14 27.9
 DV2048;UTM  12      - 3,744,761.906   375,122.805   MT  0.99979224   -0 45 05.7
 DV2048
 DV2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2048!SPC AZ C     -   0.99991573  x   0.99991979  =   0.99983553
 DV2048!UTM  12      -   0.99991573  x   0.99979224  =   0.99970799
 DV2048
 DV2048|---------------------------------------------------------------------|
 DV2048| PID    Reference Object                     Distance      Geod. Az  |
 DV2048|                                                           dddmmss.s |
 DV2048| CH5045 CUT RM 1                              6.483 METERS 07632     |
 DV2048| DV2052 HILL                                APPROX. 3.3 KM 2441431.9 |
 DV2048| CH5046 CUT RM 2                              5.511 METERS 32330     |
 DV2048|---------------------------------------------------------------------|
 DV2048
 DV2048                          SUPERSEDED SURVEY CONTROL
 DV2048
 DV2048  NAD 83(1986)-  33 50 08.64272(N)    112 20 58.59311(W) AD(       ) 2
 DV2048  NAD 27      -  33 50 08.51451(N)    112 20 55.99721(W) AD(       ) 2
 DV2048  NGVD 29 (07/19/86)  565.6    (m)         1856.     (f) VERT ANG       
 DV2048
 DV2048.Superseded values are not recommended for survey control.
 DV2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2048.See file dsdata.txt to determine how the superseded data were derived.
 DV2048
 DV2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7512344762(NAD 83)
 DV2048_MARKER: DD = SURVEY DISK
 DV2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2048+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 DV2048
 DV2048  HISTORY     - Date     Condition        Report By
 DV2048  HISTORY     - 1978     MONUMENTED       AZDT
 DV2048  HISTORY     - 19960212 GOOD             USPSQD
 DV2048  HISTORY     - 19990109 GOOD             USPSQD
 DV2048  HISTORY     - 20000109 GOOD             USPSQD
 DV2048  HISTORY     - 20031221 GOOD             USPSQD
 DV2048
 DV2048                          STATION DESCRIPTION
 DV2048
 DV2048'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2048'THE STATION IS ABOUT 20 MILES EAST OF MORRISTOWN AND 5 MILES
 DV2048'WEST SOUTHWEST OF LAKE PLEASANT ALONG THE NORTH R/W OF STATE
 DV2048'ROUTE 70 ON TOP A HWY. CUTBANK.
 DV2048'
 DV2048'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CUT 1976
 DV2048'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DV2048'IS 3.5 FEET SOUTH OF THE NORTH R/W FENCE ON TOP OF A 15 FOOT
 DV2048'CUTBANK MARKED WITH A WITNESS POST AND SIGN.
 DV2048'
 DV2048'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CUT RM
 DV2048'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET SOUTH
 DV2048'OF R/W FENCE.
 DV2048'
 DV2048'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CUT RM
 DV2048'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET
 DV2048'SOUTH OF R/W FENCE.
 DV2048'
 DV2048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60-89-93
 DV2048'AND STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN.  TRAVEL
 DV2048'EAST ON ROUTE 74 FOR 16.90 MILES AND THE STATION ON THE LEFT
 DV2048'IN THE NORTH R/W.
 DV2048'
 DV2048'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2048
 DV2048                          STATION RECOVERY (1996)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (1999)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (2000)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (2003)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2048'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0488 ***********************************************************************
 GP0488  DESIGNATION -  CUT
 GP0488  PID         -  GP0488
 GP0488  STATE/COUNTY-  AZ/COCONINO
 GP0488  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0488
 GP0488                         *CURRENT SURVEY CONTROL
 GP0488  ___________________________________________________________________
 GP0488* NAD 83(1992)-  36 13 48.50939(N)    111 24 13.00842(W)     ADJUSTED  
 GP0488* NAVD 88     -      1534.9    (meters)    5036.     (feet)  VERTCON   
 GP0488  ___________________________________________________________________
 GP0488  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GP0488  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0488
 GP0488  HORZ ORDER  -  SECOND
 GP0488
 GP0488.The horizontal coordinates were established by classical geodetic methods
 GP0488.and adjusted by the National Geodetic Survey in August 1993..
 GP0488
 GP0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0488
 GP0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0488
 GP0488.The geoid height was determined by GEOID03.
 GP0488
 GP0488;                    North         East     Units Scale Factor Converg.
 GP0488;SPC AZ C     -   580,169.141   259,479.566   MT  0.99992620   +0 18 11.6
 GP0488;SPC AZ C     - 1,903,442.06    851,310.91   iFT  0.99992620   +0 18 11.6
 GP0488;UTM  12      - 4,009,550.507   463,729.175   MT  0.99961621   -0 14 18.8
 GP0488
 GP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0488!SPC AZ C     -   0.99976281  x   0.99992620  =   0.99968903
 GP0488!UTM  12      -   0.99976281  x   0.99961621  =   0.99937911
 GP0488
 GP0488|---------------------------------------------------------------------|
 GP0488| PID    Reference Object                     Distance      Geod. Az  |
 GP0488|                                                           dddmmss.s |
 GP0488| CR7965 CUT RM 1                              6.885 METERS 15017     |
 GP0488| CR7966 CUT RM 2                              7.667 METERS 32629     |
 GP0488| GP0482 BLACK                               APPROX. 4.4 KM 3294306.7 |
 GP0488|---------------------------------------------------------------------|
 GP0488
 GP0488                          SUPERSEDED SURVEY CONTROL
 GP0488
 GP0488  NAD 83(1986)-  36 13 48.50942(N)    111 24 13.00989(W) AD(       ) 2
 GP0488  NGVD 29 (07/12/88) 1534.0    (m)         5033.     (f) VERT ANG       
 GP0488
 GP0488.Superseded values are not recommended for survey control.
 GP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0488.See file dsdata.txt to determine how the superseded data were derived.
 GP0488
 GP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6372909551(NAD 83)
 GP0488_MARKER: DS = TRIANGULATION STATION DISK
 GP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0488+STABILITY: SURFACE MOTION
 GP0488
 GP0488  HISTORY     - Date     Condition        Report By
 GP0488  HISTORY     - 1983     MONUMENTED       AZDT
 GP0488
 GP0488                          STATION DESCRIPTION
 GP0488
 GP0488'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0488'THE STATION IS LOCATED 25 MILES NORTH OF CAMERON, 5-1/2 MILES SOUTH OF
 GP0488'THE GAP TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0488'
 GP0488'THE STATION MARK IS AN AZDT DISK STAMPED---CUT 1983---.  IT IS SET IN
 GP0488'TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHWEST OF A WITNESS POST.
 GP0488'
 GP0488'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CUT RM 1 1983---.  IT IS
 GP0488'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0488'
 GP0488'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CUT RM 1 1983---.  IT IS
 GP0488'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0488'
 GP0488'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0488'FOR 14 MILES TO THE JUNCTION WITH U.S. HIGHWAY 160.  TRAVEL NORTH
 GP0488'ALONG U.S. 89 FOR 7.8 MILES TO WILLOW SPRINGS MISSION ON THE LEFT,
 GP0488'CONTINUE NORTH ALONG U.S. 89 FOR 3.4 MILES TO THE STATION ON RIGHT AT
 GP0488'A HIGHWAY CUT AT MILE POST 492.05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1352 ***********************************************************************
 FS1352  DESIGNATION -  CUT
 FS1352  PID         -  FS1352
 FS1352  STATE/COUNTY-  AZ/MOHAVE
 FS1352  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS1352
 FS1352                         *CURRENT SURVEY CONTROL
 FS1352  ___________________________________________________________________
 FS1352* NAD 83(1992)-  35 57 29.84326(N)    114 39 38.85092(W)     ADJUSTED  
 FS1352* NAVD 88     -       667.4    (meters)    2190.     (feet)  VERTCON   
 FS1352  ___________________________________________________________________
 FS1352  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 FS1352  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS1352
 FS1352  HORZ ORDER  -  SECOND
 FS1352
 FS1352.The horizontal coordinates were established by classical geodetic methods
 FS1352.and adjusted by the National Geodetic Survey in August 1993..
 FS1352
 FS1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1352
 FS1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1352
 FS1352.The geoid height was determined by GEOID03.
 FS1352
 FS1352;                    North         East     Units Scale Factor Converg.
 FS1352;SPC AZ W     -   550,287.044   131,200.813   MT  1.00001648   -0 32 05.4
 FS1352;SPC AZ W     - 1,805,403.69    430,448.86   iFT  1.00001648   -0 32 05.4
 FS1352;UTM  11      - 3,981,851.689   710,956.575   MT  1.00014839   +1 22 26.7
 FS1352
 FS1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1352!SPC AZ W     -   0.99989967  x   1.00001648  =   0.99991615
 FS1352!UTM  11      -   0.99989967  x   1.00014839  =   1.00004805
 FS1352
 FS1352:                Primary Azimuth Mark                     Grid Az
 FS1352:SPC AZ W     -  REST                                     136 07 28.2
 FS1352:UTM  11      -  REST                                     134 12 56.1
 FS1352
 FS1352|---------------------------------------------------------------------|
 FS1352| PID    Reference Object                     Distance      Geod. Az  |
 FS1352|                                                           dddmmss.s |
 FS1352| FS1363 REST                                APPROX. 2.7 KM 1353522.8 |
 FS1352| CS4797 CUT RM 1                              9.990 METERS 16358     |
 FS1352| CS4798 CUT RM 2                             10.053 METERS 25011     |
 FS1352|---------------------------------------------------------------------|
 FS1352
 FS1352                          SUPERSEDED SURVEY CONTROL
 FS1352
 FS1352  NAD 83(1986)-  35 57 29.83077(N)    114 39 38.84071(W) AD(       ) 2
 FS1352  NGVD 29 (11/23/90)  666.7    (m)         2187.     (f) VERT ANG       
 FS1352
 FS1352.Superseded values are not recommended for survey control.
 FS1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1352.See file dsdata.txt to determine how the superseded data were derived.
 FS1352
 FS1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1095781852(NAD 83)
 FS1352_MARKER: DS = TRIANGULATION STATION DISK
 FS1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1352+STABILITY: SURFACE MOTION
 FS1352
 FS1352  HISTORY     - Date     Condition        Report By
 FS1352  HISTORY     - 1981     MONUMENTED       AZDT
 FS1352
 FS1352                          STATION DESCRIPTION
 FS1352
 FS1352'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1352'THE STATION IS LOCATED 6 MILES SOUTHEAST OF HOVER DAM, 6 MILES
 FS1352'NORTHEAST OF WILLOW BEACH.  IT IS ABOVE A HIGHWAY CUT ALONG US HIGHWAY
 FS1352'93.
 FS1352'
 FS1352'THE STATION MARK IS AN ADOT DISK STAMPED, CUT 1981.  IT IS SET IN TOP
 FS1352'OF A 10 INCH CONCRETE MONUMENT.
 FS1352'
 FS1352'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CUT RM 1 1981.  IT IS SET IN
 FS1352'TOP OF A CONCRETE MONUMENT.
 FS1352'
 FS1352'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CUT RM 2 1981.  IT IS SET IN
 FS1352'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1352'
 FS1352'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1352'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1352'US HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC
 FS1352'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 52 MILES TO TEMPLE BAR ROAD
 FS1352'ON THE RIGHT, CONTINUE NORTH FOR 5.85 MILES TO A REST AREA ON THE LEFT
 FS1352'CONTINUE ALONG US 93 FOR 3.85 MILES TO A REST AREA ON THE RIGHT,
 FS1352'CONTINUE ALONG US 93 FOR 2.1 MILES TO A HIGHWAY CUT.  THE STATION IS
 FS1352'ON THE LEFT ABOVE THE CUT.  110 FEET SOUTHWEST OF THE CENTERLINE AND
 FS1352'ABOUT 100 FEET NORTHEAST OF DOUBLE POWERLINE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2268 ***********************************************************************
 DV2268  DESIGNATION -  CUT
 DV2268  PID         -  DV2268
 DV2268  STATE/COUNTY-  AZ/MARICOPA
 DV2268  USGS QUAD   -  VULTURE PEAK (1990)
 DV2268
 DV2268                         *CURRENT SURVEY CONTROL
 DV2268  ___________________________________________________________________
 DV2268* NAD 83(1992)-  33 57 23.79094(N)    112 50 25.57410(W)     ADJUSTED  
 DV2268* NAVD 88     -       780.4    (meters)    2560.     (feet)  VERTCON   
 DV2268  ___________________________________________________________________
 DV2268  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DV2268  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV2268
 DV2268  HORZ ORDER  -  SECOND
 DV2268
 DV2268.The horizontal coordinates were established by classical geodetic methods
 DV2268.and adjusted by the National Geodetic Survey in August 1993..
 DV2268
 DV2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2268
 DV2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2268
 DV2268.The geoid height was determined by GEOID03.
 DV2268
 DV2268;                    North         East     Units Scale Factor Converg.
 DV2268;SPC AZ C     -   328,225.735   127,981.419   MT  0.99998983   -0 30 57.7
 DV2268;SPC AZ C     - 1,076,856.09    419,886.55   iFT  0.99998983   -0 30 57.7
 DV2268;UTM  12      - 3,758,870.749   329,942.153   MT  0.99995651   -1 01 41.7
 DV2268
 DV2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2268!SPC AZ C     -   0.99988215  x   0.99998983  =   0.99987198
 DV2268!UTM  12      -   0.99988215  x   0.99995651  =   0.99983867
 DV2268
 DV2268|---------------------------------------------------------------------|
 DV2268| PID    Reference Object                     Distance      Geod. Az  |
 DV2268|                                                           dddmmss.s |
 DV2268| CS6622 CUT RM 1                             10.599 METERS 06356     |
 DV2268| CS6623 CUT RM 2                             15.290 METERS 15527     |
 DV2268|---------------------------------------------------------------------|
 DV2268
 DV2268                          SUPERSEDED SURVEY CONTROL
 DV2268
 DV2268  NAD 83(1986)-  33 57 23.78934(N)    112 50 25.57532(W) AD(       ) 2
 DV2268  NGVD 29 (11/27/91)  779.7    (m)         2558.     (f) VERT ANG       
 DV2268
 DV2268.Superseded values are not recommended for survey control.
 DV2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2268.See file dsdata.txt to determine how the superseded data were derived.
 DV2268
 DV2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2994258871(NAD 83)
 DV2268_MARKER: DS = TRIANGULATION STATION DISK
 DV2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2268+STABILITY: SURFACE MOTION
 DV2268
 DV2268  HISTORY     - Date     Condition        Report By
 DV2268  HISTORY     - 1985     MONUMENTED       AZDT
 DV2268  HISTORY     - 19960709 GOOD             USPSQD
 DV2268
 DV2268                          STATION DESCRIPTION
 DV2268
 DV2268'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2268'THE STATION IS LOCATED 7 MILES WEST OF WICKENBURG ALONG THE SOUTH SIDE
 DV2268'OF U.S. HIGHWAY 60.
 DV2268'
 DV2268'THE STATION MARK IS AN AZDT DISK STAMPED---CUT 1985---.  IT IS SET IN
 DV2268'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 150
 DV2268'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET NORTHWEST OF
 DV2268'THE RIGHT OF WAY FENCE AND 3 FEET WEST OF THE WITNESS POST.
 DV2268'
 DV2268'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CUT RM 1 1985---.  IT IS
 DV2268'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2268'IS 86 FEET NORTHWEST OF THE RIGHT OF WAY FENCE LINE.
 DV2268'
 DV2268'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CUT RM 2 1985---.  IT IS
 DV2268'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT
 DV2268'IS 34 FEET NORTHWEST OF THE RIGHT OF WAY FENCE LINE.
 DV2268'
 DV2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2268'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 6.8 MILES TO MILE
 DV2268'POST 103.75 AND THE STATION ON TOP OF THE CUT 500 FEET WEST.
 DV2268
 DV2268                          STATION RECOVERY (1996)
 DV2268
 DV2268'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0568 ***********************************************************************
 CG0568  DESIGNATION -  CUT 2 RM 3
 CG0568  PID         -  CG0568
 CG0568  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0568  USGS QUAD   -  AMADO (1981)
 CG0568
 CG0568                         *CURRENT SURVEY CONTROL
 CG0568  ___________________________________________________________________
 CG0568* NAD 83(1986)-  31 40 12.     (N)    111 03 45.     (W)     SCALED    
 CG0568* NAVD 88     -       961.938  (meters)    3155.96   (feet)  ADJUSTED  
 CG0568  ___________________________________________________________________
 CG0568  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0568  DYNAMIC HT  -         960.511 (meters)    3151.28  (feet)  COMP
 CG0568  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 CG0568
 CG0568  VERT ORDER  -  FIRST     CLASS II
 CG0568
 CG0568.The horizontal coordinates were scaled from a topographic map and have
 CG0568.an estimated accuracy of +/- 6 seconds.
 CG0568
 CG0568.The orthometric height was determined by differential leveling
 CG0568.and adjusted by the National Geodetic Survey in June 1991..
 CG0568
 CG0568.The geoid height was determined by GEOID03.
 CG0568
 CG0568.The dynamic height is computed by dividing the NAVD 88
 CG0568.geopotential number by the normal gravity value computed on the
 CG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0568.degrees latitude (g = 980.6199 gals.).
 CG0568
 CG0568.The modeled gravity was interpolated from observed gravity values.
 CG0568
 CG0568;                    North         East    Units  Estimated Accuracy
 CG0568;SPC AZ C     -    74,600.      294,350.      MT  (+/- 180 meters Scaled)
 CG0568
 CG0568                          SUPERSEDED SURVEY CONTROL
 CG0568
 CG0568.No superseded survey control is available for this station.
 CG0568
 CG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA940038(NAD 83)
 CG0568_MARKER: DR = REFERENCE MARK DISK
 CG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0568_STAMPING: CUT 2 NO 3 RM RESET 1967
 CG0568_PROJECTION: PROJECTING 6 CENTIMETERS
 CG0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0568+STABILITY: SURFACE MOTION
 CG0568
 CG0568  HISTORY     - Date     Condition        Report By
 CG0568  HISTORY     - 1967     MONUMENTED       CGS
 CG0568  HISTORY     - 1980     GOOD             NGS
 CG0568
 CG0568                          STATION DESCRIPTION
 CG0568
 CG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0568'3.7 MI S FROM AMADO.
 CG0568'37 MILES SOUTH OF TUCSON, 21 MILES NORTH OF NOGALES, 3.7 MILES SOUTH
 CG0568'OF THE POST OFFICE AT AMADO, ON THE TOP OF A HIGH CUT-BANK ON THE EAST
 CG0568'SIDE OF U.S. HIGHWAY 89, AND STATE HIGHWAYS 789 AND 93, 32.990 FEET OR
 CG0568'10.055 METERS, EAST-NORTHEAST OF TRIANGULATION STATION CUT 2 1967, AND
 CG0568'1.5 FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK
 CG0568'IS A STANDARD REFERENCE MARK DISK STAMPED, CUT 2 NO 3 B.M. RESET 1967,
 CG0568'AND IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN
 CG0568'DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0568
 CG0568                          STATION RECOVERY (1980)
 CG0568
 CG0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0568'6.4 KILOMETERS (4.0 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0568'ARIVACA ROAD UNDERPASS AT ARIVACA, 78.6 METERS (258.0 FEET) NORTH
 CG0568'OF AND ON TOP OF THE FIRST CUT BANK NORTH OF MILE POST 26, 30.7
 CG0568'METERS (100.5 FEET) EAST OF THE CENTERLINE OF THE NORTH BOUND
 CG0568'TRAFFIC LANES, 13.7 METERS (44.8 FEET) NORTH OF CUT 2 RM 4,
 CG0568'0.4 METER (1.2 FEET) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0568'THE MARK IS 3.0 M ABOVE THE HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0569 ***********************************************************************
 CG0569  DESIGNATION -  CUT 2 RM 4
 CG0569  PID         -  CG0569
 CG0569  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0569  USGS QUAD   -  AMADO (1981)
 CG0569
 CG0569                         *CURRENT SURVEY CONTROL
 CG0569  ___________________________________________________________________
 CG0569* NAD 83(1986)-  31 40 12.     (N)    111 03 45.     (W)     SCALED    
 CG0569* NAVD 88     -       961.659  (meters)    3155.04   (feet)  ADJUSTED  
 CG0569  ___________________________________________________________________
 CG0569  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0569  DYNAMIC HT  -         960.233 (meters)    3150.36  (feet)  COMP
 CG0569  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 CG0569
 CG0569  VERT ORDER  -  FIRST     CLASS II
 CG0569
 CG0569.The horizontal coordinates were scaled from a topographic map and have
 CG0569.an estimated accuracy of +/- 6 seconds.
 CG0569
 CG0569.The orthometric height was determined by differential leveling
 CG0569.and adjusted by the National Geodetic Survey in June 1991..
 CG0569
 CG0569.The geoid height was determined by GEOID03.
 CG0569
 CG0569.The dynamic height is computed by dividing the NAVD 88
 CG0569.geopotential number by the normal gravity value computed on the
 CG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0569.degrees latitude (g = 980.6199 gals.).
 CG0569
 CG0569.The modeled gravity was interpolated from observed gravity values.
 CG0569
 CG0569;                    North         East    Units  Estimated Accuracy
 CG0569;SPC AZ C     -    74,600.      294,350.      MT  (+/- 180 meters Scaled)
 CG0569
 CG0569                          SUPERSEDED SURVEY CONTROL
 CG0569
 CG0569.No superseded survey control is available for this station.
 CG0569
 CG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA940038(NAD 83)
 CG0569_MARKER: DB = BENCH MARK DISK
 CG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0569_STAMPING: CUT 2 NO 4 BM RESET 1967
 CG0569_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0569+STABILITY: SURFACE MOTION
 CG0569
 CG0569  HISTORY     - Date     Condition        Report By
 CG0569  HISTORY     - 1967     MONUMENTED       CGS
 CG0569  HISTORY     - 1980     GOOD             NGS
 CG0569
 CG0569                          STATION DESCRIPTION
 CG0569
 CG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0569'3.7 MI S FROM AMADO.
 CG0569'37 MILES SOUTH OF TUCSON, 21 MILES NORTH OF NOGALES, 3.7 MILES SOUTH
 CG0569'OF THE POST OFFICE AT AMADO, ON THE TOP OF A HIGH CUT-BANK ON THE EAST
 CG0569'SIDE OF U.S. HIGHWAY 89, AND STATE HIGHWAYS 789 AND 93, 36.073 FEET OR
 CG0569'10.995 METERS SOUTHEAST OF TRIANGULATION STATION CUT 2 1967, AND 1.5
 CG0569'FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK IS A
 CG0569'STANDARD REFERENCE MARK DISK, STAMPED CUT 2 NO 4 B.M. RESET 1967, SET
 CG0569'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 CG0569'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0569
 CG0569                          STATION RECOVERY (1980)
 CG0569
 CG0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0569'6.4 KILOMETERS (4.0 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0569'ARIVACA ROAD UNDERPASS AT AMADO, ON TOP OF THE FIRST CUT BANK AND
 CG0569'65.0 METERS (213.0 FEET) NORTH OF MILE POST 26, 27.0 METERS (88.6
 CG0569'FEET) NORTHEAST OF KILOMETER POST 42, 30.7 METERS (100.5 FEET)
 CG0569'EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE, 0.3 METER
 CG0569'(0.9 FOOT) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0569'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CG0569'THE MARK IS 3.0 M ABOVE THE HIGHWAY LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0033 ***********************************************************************
 EU0033  DESIGNATION -  CUT AZ MK
 EU0033  PID         -  EU0033
 EU0033  STATE/COUNTY-  AZ/MOHAVE
 EU0033  USGS QUAD   -  TOPOCK (1970)
 EU0033
 EU0033                         *CURRENT SURVEY CONTROL
 EU0033  ___________________________________________________________________
 EU0033* NAD 83(1986)-  34 43 26.     (N)    114 25 25.     (W)     SCALED    
 EU0033* NAVD 88     -       249.912  (meters)     819.92   (feet)  ADJUSTED  
 EU0033  ___________________________________________________________________
 EU0033  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0033  DYNAMIC HT  -         249.654 (meters)     819.07  (feet)  COMP
 EU0033  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 EU0033
 EU0033  VERT ORDER  -  FIRST     CLASS II
 EU0033
 EU0033.The horizontal coordinates were scaled from a topographic map and have
 EU0033.an estimated accuracy of +/- 6 seconds.
 EU0033
 EU0033.The orthometric height was determined by differential leveling
 EU0033.and adjusted by the National Geodetic Survey in June 1991..
 EU0033
 EU0033.The geoid height was determined by GEOID03.
 EU0033
 EU0033.The dynamic height is computed by dividing the NAVD 88
 EU0033.geopotential number by the normal gravity value computed on the
 EU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0033.degrees latitude (g = 980.6199 gals.).
 EU0033
 EU0033.The modeled gravity was interpolated from observed gravity values.
 EU0033
 EU0033;                    North         East    Units  Estimated Accuracy
 EU0033;SPC AZ W     -   413,170.      151,670.      MT  (+/- 180 meters Scaled)
 EU0033
 EU0033                          SUPERSEDED SURVEY CONTROL
 EU0033
 EU0033  NGVD 29 (??/??/??)  249.257  (m)          817.77   (f) ADJUSTED    1 2
 EU0033
 EU0033.Superseded values are not recommended for survey control.
 EU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0033.See file dsdata.txt to determine how the superseded data were derived.
 EU0033
 EU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU359454(NAD 83)
 EU0033_MARKER: DZ = AZIMUTH MARK DISK
 EU0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0033_STAMPING: CUT 1961
 EU0033_MARK LOGO: CGS   
 EU0033_PROJECTION: FLUSH
 EU0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0033+STABILITY: SURFACE MOTION
 EU0033
 EU0033  HISTORY     - Date     Condition        Report By
 EU0033  HISTORY     - 1961     MONUMENTED       CGS
 EU0033  HISTORY     - 1981     GOOD             NGS
 EU0033
 EU0033                          STATION DESCRIPTION
 EU0033
 EU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0033'3.6 MI E FROM TOPOCK.
 EU0033'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0033'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0033'ABOUT 0.85 MILES EAST OF THE JUNCTION OF THE ROAD NORTH TO THE
 EU0033'EL PASO NATURAL GAS COMPANY, 134 FEET NORTH OF THE CENTER LINE
 EU0033'OF U.S. HIGHWAY 66, 1.5 FEET SOUTH OF THE FENCE, 183 FEET
 EU0033'NORTHEAST OF THE NORTH END OF THE EAST ONE OF DOUBLE CORRUGATED
 EU0033'PIPE CULVERT, 2.5 FEET EAST OF A METAL WITNESS POST, 2 FEET
 EU0033'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 EU0033'POST PROJECTING 3 INCHES.
 EU0033
 EU0033                          STATION RECOVERY (1981)
 EU0033
 EU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0033'5.8 KM (3.6 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0033'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, 0.25 KM (0.15 MI) WEST OF
 EU0033'THE WEST BOUND TRAFFIC LANES WEIGH STATION, 43.0 METERS (141 FT) NORTH
 EU0033'OF THE CENTERLINE OF THE WEST BOUND LANES, 23.0 METERS (75.5 FT) NORTH
 EU0033'OF THE CENTERLINE OF THE WEST BOUND ONRAMP FROM THE WEIGH STATION,
 EU0033'18.9 METERS (62 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 EU0033'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 EU0033'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0533 ***********************************************************************
 ES0533  DESIGNATION -  CUT AZ MK
 ES0533  PID         -  ES0533
 ES0533  STATE/COUNTY-  AZ/COCONINO
 ES0533  USGS QUAD   -  MUNDS PARK (1974)
 ES0533
 ES0533                         *CURRENT SURVEY CONTROL
 ES0533  ___________________________________________________________________
 ES0533* NAD 83(1986)-  34 54 02.     (N)    111 38 31.     (W)     SCALED    
 ES0533* NAVD 88     -      1972.470  (meters)    6471.35   (feet)  ADJUSTED  
 ES0533  ___________________________________________________________________
 ES0533  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 ES0533  DYNAMIC HT  -        1969.709 (meters)    6462.29  (feet)  COMP
 ES0533  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0533
 ES0533  VERT ORDER  -  SECOND    CLASS 0
 ES0533
 ES0533.The horizontal coordinates were scaled from a topographic map and have
 ES0533.an estimated accuracy of +/- 6 seconds.
 ES0533
 ES0533.The orthometric height was determined by differential leveling
 ES0533.and adjusted by the National Geodetic Survey in June 1991..
 ES0533
 ES0533.The geoid height was determined by GEOID03.
 ES0533
 ES0533.The dynamic height is computed by dividing the NAVD 88
 ES0533.geopotential number by the normal gravity value computed on the
 ES0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0533.degrees latitude (g = 980.6199 gals.).
 ES0533
 ES0533.The modeled gravity was interpolated from observed gravity values.
 ES0533
 ES0533;                    North         East    Units  Estimated Accuracy
 ES0533;SPC AZ C     -   432,580.      238,470.      MT  (+/- 180 meters Scaled)
 ES0533
 ES0533                          SUPERSEDED SURVEY CONTROL
 ES0533
 ES0533  NGVD 29 (??/??/92) 1971.53   (m)         6468.3    (f) COMPUTED    2 0
 ES0533
 ES0533.Superseded values are not recommended for survey control.
 ES0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0533.See file dsdata.txt to determine how the superseded data were derived.
 ES0533
 ES0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413622(NAD 83)
 ES0533_MARKER: DZ = AZIMUTH MARK DISK
 ES0533_SETTING: 80 = SET IN A BOULDER
 ES0533_SP_SET: BOULDER
 ES0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0533+STABILITY: SURFACE MOTION
 ES0533
 ES0533  HISTORY     - Date     Condition        Report By
 ES0533  HISTORY     - 1959     MONUMENTED       CGS
 ES0533  HISTORY     - 1960     MARK NOT FOUND   NGS
 ES0533
 ES0533                          STATION DESCRIPTION
 ES0533
 ES0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0533'18.3 MI S FROM FLAGSTAFF.
 ES0533'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0533'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0533'THENCE 21.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 3.2 MILE
 ES0533'SOUTH OF THE GOLF COURSE.  74 FEET EAST OF THE EAST EDGE OF A SMALL
 ES0533'ROCK CUT, 42.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 20.4 FEET WEST OF
 ES0533'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0533'2 FEET.  NOTE-- THE WITNESS SIGN WAS FOUND NAILED TO A PINE TREE. A
 ES0533'HOLE WAS FOUND 20 FEET WEST OF THE SIGN AND A BOULDER WAS FOUND BY THE
 ES0533'RIGHT-OF-WAY FENCE WHERE IT HAD BEEN PUSHED BY A BULLDOZER. THE MARK
 ES0533'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1480 ***********************************************************************
 CZ1480  DESIGNATION -  CUT RM 1
 CZ1480  PID         -  CZ1480
 CZ1480  STATE/COUNTY-  AZ/COCHISE
 CZ1480  USGS QUAD   -  DRAGOON (1995)
 CZ1480
 CZ1480                         *CURRENT SURVEY CONTROL
 CZ1480  ___________________________________________________________________
 CZ1480* NAD 83(1986)-  32 00 55.     (N)    110 07 04.     (W)     SCALED    
 CZ1480* NAVD 88     -      1401.988  (meters)    4599.69   (feet)  ADJUSTED  
 CZ1480  ___________________________________________________________________
 CZ1480  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ1480  DYNAMIC HT  -        1399.844 (meters)    4592.65  (feet)  COMP
 CZ1480  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ1480
 CZ1480  VERT ORDER  -  FIRST     CLASS II
 CZ1480
 CZ1480.The horizontal coordinates were scaled from a topographic map and have
 CZ1480.an estimated accuracy of +/- 6 seconds.
 CZ1480
 CZ1480.The orthometric height was determined by differential leveling
 CZ1480.and adjusted by the National Geodetic Survey in June 1991..
 CZ1480
 CZ1480.The geoid height was determined by GEOID03.
 CZ1480
 CZ1480.The dynamic height is computed by dividing the NAVD 88
 CZ1480.geopotential number by the normal gravity value computed on the
 CZ1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1480.degrees latitude (g = 980.6199 gals.).
 CZ1480
 CZ1480.The modeled gravity was interpolated from observed gravity values.
 CZ1480
 CZ1480;                    North         East    Units  Estimated Accuracy
 CZ1480;SPC AZ E     -   112,560.      217,980.      MT  (+/- 180 meters Scaled)
 CZ1480
 CZ1480                          SUPERSEDED SURVEY CONTROL
 CZ1480
 CZ1480.No superseded survey control is available for this station.
 CZ1480
 CZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA833424(NAD 83)
 CZ1480_MARKER: DR = REFERENCE MARK DISK
 CZ1480_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1480_SP_SET: ROCK OUTCROP
 CZ1480_STAMPING: CUT NO 1 1960
 CZ1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1480+STABILITY: POSITION/ELEVATION WELL
 CZ1480
 CZ1480  HISTORY     - Date     Condition        Report By
 CZ1480  HISTORY     - 1960     MONUMENTED       CGS
 CZ1480  HISTORY     - 1979     GOOD             NGS
 CZ1480
 CZ1480                          STATION DESCRIPTION
 CZ1480
 CZ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1480'19.6 KM NE FROM BENSON.
 CZ1480'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1480'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.2 KILOMETER (0.1
 CZ1480'MILE) SOUTHWEST OF A LOW SUMMIT, IN TOP OF A 0.8- BY 0.9-METER FLAT
 CZ1480'GRANITE OUTCROP FLUSH WITH THE GROUND, 37.5 METERS (123 FEET)
 CZ1480'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 10.3
 CZ1480'METERS (33.8 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 CZ1480'7.8 METERS (25.5 FEET) EAST OF STATION CUT AND 4.9 METERS (16 FEET)
 CZ1480'SOUTHEAST OF THE SECOND POWER LINE POLE NORTHEAST OF A POWER LINE
 CZ1480'CROSSING.
 CZ1480'THE MARK IS 10.9 METERS  E FROM A WITNESS POST.
 CZ1480'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0034 ***********************************************************************
 EU0034  DESIGNATION -  CUT RM 1
 EU0034  PID         -  EU0034
 EU0034  STATE/COUNTY-  AZ/MOHAVE
 EU0034  USGS QUAD   -  TOPOCK (1970)
 EU0034
 EU0034                         *CURRENT SURVEY CONTROL
 EU0034  ___________________________________________________________________
 EU0034* NAD 83(1986)-  34 43 28.     (N)    114 25 05.     (W)     SCALED    
 EU0034* NAVD 88     -       256.02   (+/-2cm)     840.0    (feet)  VERTCON   
 EU0034  ___________________________________________________________________
 EU0034  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0034
 EU0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0034
 EU0034.The horizontal coordinates were scaled from a topographic map and have
 EU0034.an estimated accuracy of +/- 6 seconds.
 EU0034
 EU0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0034.The vertical order pertains to the NGVD 29 superseded value.
 EU0034
 EU0034.The geoid height was determined by GEOID03.
 EU0034
 EU0034;                    North         East    Units  Estimated Accuracy
 EU0034;SPC AZ W     -   413,230.      152,170.      MT  (+/- 180 meters Scaled)
 EU0034
 EU0034                          SUPERSEDED SURVEY CONTROL
 EU0034
 EU0034  NGVD 29 (??/??/??)  255.365  (m)          837.81   (f) ADJUSTED    2 0
 EU0034
 EU0034.Superseded values are not recommended for survey control.
 EU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0034.See file dsdata.txt to determine how the superseded data were derived.
 EU0034
 EU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU364455(NAD 83)
 EU0034_MARKER: DR = REFERENCE MARK DISK
 EU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0034_STAMPING: CUT NO 1 1961
 EU0034_MARK LOGO: CGS   
 EU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0034+STABILITY: SURFACE MOTION
 EU0034
 EU0034  HISTORY     - Date     Condition        Report By
 EU0034  HISTORY     - 1961     MONUMENTED       CGS
 EU0034  HISTORY     - 1981     GOOD             NGS
 EU0034
 EU0034                          STATION DESCRIPTION
 EU0034
 EU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0034'4 MI E FROM TOPOCK.
 EU0034'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0034'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0034'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 144
 EU0034'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 1.5 FEET SOUTH
 EU0034'OF THE FENCE, 34.3 FEET EAST OF TRAVERSE STATION CUT, 46.2
 EU0034'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0034'CONCRETE POST PROJECTING 1 INCH.
 EU0034
 EU0034                          STATION RECOVERY (1981)
 EU0034
 EU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0532 ***********************************************************************
 ES0532  DESIGNATION -  CUT RM 1
 ES0532  PID         -  ES0532
 ES0532  STATE/COUNTY-  AZ/COCONINO
 ES0532  USGS QUAD   -  MUNDS PARK (1974)
 ES0532
 ES0532                         *CURRENT SURVEY CONTROL
 ES0532  ___________________________________________________________________
 ES0532* NAD 83(1986)-  34 54 17.     (N)    111 38 33.     (W)     SCALED    
 ES0532* NAVD 88     -      1977.692  (meters)    6488.48   (feet)  ADJUSTED  
 ES0532  ___________________________________________________________________
 ES0532  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ES0532  DYNAMIC HT  -        1974.925 (meters)    6479.40  (feet)  COMP
 ES0532  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0532
 ES0532  VERT ORDER  -  SECOND    CLASS 0
 ES0532
 ES0532.The horizontal coordinates were scaled from a topographic map and have
 ES0532.an estimated accuracy of +/- 6 seconds.
 ES0532
 ES0532.The orthometric height was determined by differential leveling
 ES0532.and adjusted by the National Geodetic Survey in June 1991..
 ES0532
 ES0532.The geoid height was determined by GEOID03.
 ES0532
 ES0532.The dynamic height is computed by dividing the NAVD 88
 ES0532.geopotential number by the normal gravity value computed on the
 ES0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0532.degrees latitude (g = 980.6199 gals.).
 ES0532
 ES0532.The modeled gravity was interpolated from observed gravity values.
 ES0532
 ES0532;                    North         East    Units  Estimated Accuracy
 ES0532;SPC AZ C     -   433,040.      238,420.      MT  (+/- 180 meters Scaled)
 ES0532
 ES0532                          SUPERSEDED SURVEY CONTROL
 ES0532
 ES0532  NGVD 29 (??/??/92) 1976.751  (m)         6485.39   (f) ADJ UNCH    2 0
 ES0532
 ES0532.Superseded values are not recommended for survey control.
 ES0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0532.See file dsdata.txt to determine how the superseded data were derived.
 ES0532
 ES0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413626(NAD 83)
 ES0532_MARKER: DR = REFERENCE MARK DISK
 ES0532_SETTING: 80 = SET IN A BOULDER
 ES0532_SP_SET: BOULDER
 ES0532_STAMPING: CUT NO 1 1959
 ES0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0532+STABILITY: SURFACE MOTION
 ES0532
 ES0532  HISTORY     - Date     Condition        Report By
 ES0532  HISTORY     - 1959     MONUMENTED       CGS
 ES0532
 ES0532                          STATION DESCRIPTION
 ES0532
 ES0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0532'18.0 MI S FROM FLAGSTAFF.
 ES0532'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0532'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0532'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0532'HIGHWAY 17, THENCE 17.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 49.6
 ES0532'FEET SOUTH OF THE WITNESS POST, 37.3 FEET EAST OF THE WEST
 ES0532'RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES0532'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0012 ***********************************************************************
 CZ0012  DESIGNATION -  CUT RM 2
 CZ0012  PID         -  CZ0012
 CZ0012  STATE/COUNTY-  AZ/COCHISE
 CZ0012  USGS QUAD   -  DRAGOON (1995)
 CZ0012
 CZ0012                         *CURRENT SURVEY CONTROL
 CZ0012  ___________________________________________________________________
 CZ0012* NAD 83(1986)-  32 00 55.     (N)    110 07 04.     (W)     SCALED    
 CZ0012* NAVD 88     -      1402.054  (meters)    4599.91   (feet)  ADJUSTED  
 CZ0012  ___________________________________________________________________
 CZ0012  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ0012  DYNAMIC HT  -        1399.910 (meters)    4592.87  (feet)  COMP
 CZ0012  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ0012
 CZ0012  VERT ORDER  -  FIRST     CLASS II
 CZ0012
 CZ0012.The horizontal coordinates were scaled from a topographic map and have
 CZ0012.an estimated accuracy of +/- 6 seconds.
 CZ0012
 CZ0012.The orthometric height was determined by differential leveling
 CZ0012.and adjusted by the National Geodetic Survey in June 1991..
 CZ0012
 CZ0012.The geoid height was determined by GEOID03.
 CZ0012
 CZ0012.The dynamic height is computed by dividing the NAVD 88
 CZ0012.geopotential number by the normal gravity value computed on the
 CZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0012.degrees latitude (g = 980.6199 gals.).
 CZ0012
 CZ0012.The modeled gravity was interpolated from observed gravity values.
 CZ0012
 CZ0012;                    North         East    Units  Estimated Accuracy
 CZ0012;SPC AZ E     -   112,560.      217,980.      MT  (+/- 180 meters Scaled)
 CZ0012
 CZ0012                          SUPERSEDED SURVEY CONTROL
 CZ0012
 CZ0012  NGVD 29 (??/??/92) 1401.182  (m)         4597.04   (f) ADJ UNCH    1 2
 CZ0012
 CZ0012.Superseded values are not recommended for survey control.
 CZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0012.See file dsdata.txt to determine how the superseded data were derived.
 CZ0012
 CZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA833424(NAD 83)
 CZ0012_MARKER: DR = REFERENCE MARK DISK
 CZ0012_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0012_SP_SET: BEDROCK
 CZ0012_STAMPING: CUT NO 2 1960
 CZ0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0012+STABILITY: POSITION/ELEVATION WELL
 CZ0012
 CZ0012  HISTORY     - Date     Condition        Report By
 CZ0012  HISTORY     - 1960     MONUMENTED       CGS
 CZ0012  HISTORY     - 1979     GOOD             NGS
 CZ0012
 CZ0012                          STATION DESCRIPTION
 CZ0012
 CZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0012'11.1 MI E FROM BENSON.
 CZ0012'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0012'HIGHWAY 86-INTERSTATE HIGHWAY 10, 44 FEET WEST OF POWERLINE POLE, 18
 CZ0012'FEET SOUTH OF FENCE AND WITNESS POST, CEMENTED IN A DRILL-HOLE IN
 CZ0012'BEDROCK.
 CZ0012
 CZ0012                          STATION RECOVERY (1979)
 CZ0012
 CZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0012'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0012'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN TOP OF A 1- BY 1-
 CZ0012'METER FLAT OUTCROP FLUSH WITH THE GROUND, 35.4 METERS (116 FEET)
 CZ0012'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 13.5
 CZ0012'METERS (44.5 FEET) SOUTHWEST OF THE SECOND POWER LINE POLE NORTHEAST
 CZ0012'OF A POWER LINE CROSSING, 9.2 METERS (30.2 FEET) SOUTHWEST OF
 CZ0012'STATION CUT AND 5.5 METERS (18 FEET) SOUTHEAST OF THE SOUTHEAST
 CZ0012'RIGHT-OF-WAY FENCE.
 CZ0012'THE MARK IS 10.1 METERS  S FROM A WITNESS POST.
 CZ0012'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0036 ***********************************************************************
 EU0036  DESIGNATION -  CUT RM 2
 EU0036  PID         -  EU0036
 EU0036  STATE/COUNTY-  AZ/MOHAVE
 EU0036  USGS QUAD   -  TOPOCK (1970)
 EU0036
 EU0036                         *CURRENT SURVEY CONTROL
 EU0036  ___________________________________________________________________
 EU0036* NAD 83(1986)-  34 43 29.     (N)    114 25 04.     (W)     SCALED    
 EU0036* NAVD 88     -       256.16   (+/-2cm)     840.4    (feet)  VERTCON   
 EU0036  ___________________________________________________________________
 EU0036  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0036
 EU0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0036
 EU0036.The horizontal coordinates were scaled from a topographic map and have
 EU0036.an estimated accuracy of +/- 6 seconds.
 EU0036
 EU0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0036.The vertical order pertains to the NGVD 29 superseded value.
 EU0036
 EU0036.The geoid height was determined by GEOID03.
 EU0036
 EU0036;                    North         East    Units  Estimated Accuracy
 EU0036;SPC AZ W     -   413,260.      152,200.      MT  (+/- 180 meters Scaled)
 EU0036
 EU0036                          SUPERSEDED SURVEY CONTROL
 EU0036
 EU0036  NGVD 29 (??/??/??)  255.503  (m)          838.26   (f) ADJUSTED    2 0
 EU0036
 EU0036.Superseded values are not recommended for survey control.
 EU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0036.See file dsdata.txt to determine how the superseded data were derived.
 EU0036
 EU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU364455(NAD 83)
 EU0036_MARKER: DR = REFERENCE MARK DISK
 EU0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0036_STAMPING: CUT NO 2 1961
 EU0036_MARK LOGO: CGS   
 EU0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0036+STABILITY: SURFACE MOTION
 EU0036
 EU0036  HISTORY     - Date     Condition        Report By
 EU0036  HISTORY     - 1961     MONUMENTED       CGS
 EU0036  HISTORY     - 1981     GOOD             NGS
 EU0036
 EU0036                          STATION DESCRIPTION
 EU0036
 EU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0036'4 MI E FROM TOPOCK.
 EU0036'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0036'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0036'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 156
 EU0036'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 12 FEET NORTH
 EU0036'OF THE FENCE, 16.5 FEET NORTHEAST OF TRAVERSE STATION CUT, 12.4
 EU0036'FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0036'CONCRETE POST FLUSH WITH THE GROUND.
 EU0036
 EU0036                          STATION RECOVERY (1981)
 EU0036
 EU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0531 ***********************************************************************
 ES0531  DESIGNATION -  CUT RM 2
 ES0531  PID         -  ES0531
 ES0531  STATE/COUNTY-  AZ/COCONINO
 ES0531  USGS QUAD   -  MUNDS PARK (1974)
 ES0531
 ES0531                         *CURRENT SURVEY CONTROL
 ES0531  ___________________________________________________________________
 ES0531* NAD 83(1986)-  34 54 17.     (N)    111 38 33.     (W)     SCALED    
 ES0531* NAVD 88     -      1977.651  (meters)    6488.34   (feet)  ADJUSTED  
 ES0531  ___________________________________________________________________
 ES0531  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ES0531  DYNAMIC HT  -        1974.884 (meters)    6479.27  (feet)  COMP
 ES0531  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0531
 ES0531  VERT ORDER  -  SECOND    CLASS 0
 ES0531
 ES0531.The horizontal coordinates were scaled from a topographic map and have
 ES0531.an estimated accuracy of +/- 6 seconds.
 ES0531
 ES0531.The orthometric height was determined by differential leveling
 ES0531.and adjusted by the National Geodetic Survey in June 1991..
 ES0531
 ES0531.The geoid height was determined by GEOID03.
 ES0531
 ES0531.The dynamic height is computed by dividing the NAVD 88
 ES0531.geopotential number by the normal gravity value computed on the
 ES0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0531.degrees latitude (g = 980.6199 gals.).
 ES0531
 ES0531.The modeled gravity was interpolated from observed gravity values.
 ES0531
 ES0531;                    North         East    Units  Estimated Accuracy
 ES0531;SPC AZ C     -   433,040.      238,420.      MT  (+/- 180 meters Scaled)
 ES0531
 ES0531                          SUPERSEDED SURVEY CONTROL
 ES0531
 ES0531  NGVD 29 (??/??/92) 1976.710  (m)         6485.26   (f) ADJ UNCH    2 0
 ES0531
 ES0531.Superseded values are not recommended for survey control.
 ES0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0531.See file dsdata.txt to determine how the superseded data were derived.
 ES0531
 ES0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413626(NAD 83)
 ES0531_MARKER: DR = REFERENCE MARK DISK
 ES0531_SETTING: 80 = SET IN A BOULDER
 ES0531_SP_SET: BOULDER
 ES0531_STAMPING: CUT NO 2 1959
 ES0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0531+STABILITY: SURFACE MOTION
 ES0531
 ES0531  HISTORY     - Date     Condition        Report By
 ES0531  HISTORY     - 1959     MONUMENTED       CGS
 ES0531
 ES0531                          STATION DESCRIPTION
 ES0531
 ES0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0531'18.0 MI S FROM FLAGSTAFF.
 ES0531'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0531'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0531'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0531'HIGHWAY 17, THENCE 17.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 59.9
 ES0531'FEET WEST OF THE WITNESS POST, 21 FEET WEST OF THE WEST RIGHT-OF-WAY
 ES0531'FENCE, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1154 ***********************************************************************
 CY1154  DESIGNATION -  CUTOFF
 CY1154  PID         -  CY1154
 CY1154  STATE/COUNTY-  AZ/COCHISE
 CY1154  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1154
 CY1154                         *CURRENT SURVEY CONTROL
 CY1154  ___________________________________________________________________
 CY1154* NAD 83(1992)-  32 08 19.28855(N)    109 28 03.85939(W)     ADJUSTED  
 CY1154* NAVD 88     -      1821.3    (meters)    5975.     (feet)  VERTCON   
 CY1154  ___________________________________________________________________
 CY1154  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CY1154  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CY1154
 CY1154  HORZ ORDER  -  FIRST
 CY1154
 CY1154.The horizontal coordinates were established by classical geodetic methods
 CY1154.and adjusted by the National Geodetic Survey in August 1993..
 CY1154
 CY1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1154
 CY1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1154
 CY1154.The geoid height was determined by GEOID03.
 CY1154
 CY1154;                    North         East     Units Scale Factor Converg.
 CY1154;SPC AZ E     -   126,458.639   279,298.411   MT  0.99995360   +0 22 18.6
 CY1154;SPC AZ E     -   414,890.55    916,333.37   iFT  0.99995360   +0 22 18.6
 CY1154;UTM  12      - 3,556,836.895   644,519.519   MT  0.99985757   +0 48 54.9
 CY1154
 CY1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1154!SPC AZ E     -   0.99971826  x   0.99995360  =   0.99967187
 CY1154!UTM  12      -   0.99971826  x   0.99985757  =   0.99957587
 CY1154
 CY1154|---------------------------------------------------------------------|
 CY1154| PID    Reference Object                     Distance      Geod. Az  |
 CY1154|                                                           dddmmss.s |
 CY1154| CC7222 CUTOFF RM 1                          11.534 METERS 03100     |
 CY1154| CY1150 WOOD WATER TANK                     APPROX. 3.2 KM 1660326.7 |
 CY1154| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.18.7 KM 2185406.9 |
 CY1154| CY1182 WINDMILL ABOUT 5 MI NE OF PAT       APPROX.11.3 KM 2295932.1 |
 CY1154| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX.43.8 KM 2550134.3 |
 CY1154| CC7221 CUTOFF AZ MK                                       2823919.4 |
 CY1154| CC7223 CUTOFF RM 2                           5.743 METERS 30506     |
 CY1154|---------------------------------------------------------------------|
 CY1154
 CY1154                          SUPERSEDED SURVEY CONTROL
 CY1154
 CY1154  NAD 83(1986)-  32 08 19.28400(N)    109 28 03.85598(W) AD(       ) 1
 CY1154  NAD 27      -  32 08 18.99700(N)    109 28 01.62800(W) AD(       ) 1
 CY1154  NGVD 29 (07/19/86) 1820.5    (m)         5973.     (f) VERT ANG       
 CY1154
 CY1154.Superseded values are not recommended for survey control.
 CY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1154.See file dsdata.txt to determine how the superseded data were derived.
 CY1154
 CY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4452056837(NAD 83)
 CY1154_MARKER: DS = TRIANGULATION STATION DISK
 CY1154_SETTING: 66 = SET IN ROCK OUTCROP
 CY1154
 CY1154  HISTORY     - Date     Condition        Report By
 CY1154  HISTORY     - 1935     MONUMENTED       CGS
 CY1154  HISTORY     - 1945     GOOD             CGS
 CY1154
 CY1154                          STATION DESCRIPTION
 CY1154
 CY1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1154'STATION IS LOCATED IN THE NW CORNER OF SEC. 10, T. 15 S., R.
 CY1154'28 E., ON THE SUMMIT OF A HIGH RIDGE-LIKE HILL COMPRISING
 CY1154'THE NW END OF THE BOWIE MOUNTAINS AND NW OF WHAT IS KNOWN
 CY1154'ON THE U.S.G.S. TOPOGRAPHIC SHEETS AS HELENS DOME.
 CY1154'
 CY1154'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1154'HOLES IN OUTCROPPING BEDROCK.
 CY1154'
 CY1154'REACHED FROM THE POST OFFICE IN DOS CABEZOS AS FOLLOWS--GO
 CY1154'E 1.0 MILE TO SIGN CHIRICAHUA NATIONAL MON.  KEEP RIGHT AS
 CY1154'PER SIGN, FOLLOW MAIN TRAVELED ROAD 2.0 MILES TO SIGN CHIRICAHUA
 CY1154'NATIONAL MON. 24 MILES, KEEP RIGHT AS PER SIGN ON MAIN TRAVELED
 CY1154'ROAD, GO 6.4 MILES, TURN LEFT ON DIM ROAD (THIS POINT IS
 CY1154'1.6 MILES BEYOND THE THIRD CATTLE GUARD AFTER SIGN CHIRICAHUA
 CY1154'NATIONAL MON. 24 MILES), GO N AND E ON THIS ROAD TOWARDS
 CY1154'HILL FOR 3.9 MILES TO WIRE GATE, PASS THROUGH GATE AND GO 0.1
 CY1154'MILE, KEEP RIGHT, GO 0.6 MILE AND TURN RIGHT OFF ROAD AND
 CY1154'DRIVE CROSS COUNTRY 0.2 MILE TO BASE OF HILL, FROM HERE
 CY1154'CLIMB E UP STEEP SLOPE TO SADDLE, THENCE N ALONG TOP OF
 CY1154'RIDGE TO HIGHEST POINT OF RIDGE AND STATION.
 CY1154
 CY1154                          STATION RECOVERY (1945)
 CY1154
 CY1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1154'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 CY1154'CONDITION.  AN AZIMUTH MARK HAS BEEN ESTABLISHED AS SHOWN
 CY1154'BELOW.
 CY1154'
 CY1154'STATION IS LOCATED ON THE SUMMIT OF A HIGH RIDGE-LIKE HILL
 CY1154'ON THE NW END OF THE BOWIE MOUNTAINS.  IT IS ABOUT 13 MILES S
 CY1154'OF BOWIE AND ABOUT 9 MILES ESE OF DOS CABEZOS.
 CY1154'
 CY1154'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO
 CY1154'E ACROSS THE RAILROAD TRACKS AND CONTINUE AHEAD ON THE MAIN
 CY1154'ROAD FOR 6.2 MILES TO THE LEFT FORK LEADING TO DOS CABEZOS,
 CY1154'TURN LEFT AND CONTINUE FOR 8.5 MILES TO THE POST OFFICE IN
 CY1154'DOS CABEZOS.  CONTINUE AHEAD FOR 2.9 MILES TO A FORK WITH A
 CY1154'CATTLE GUARD ON THE LEFT FORK, KEEP RIGHT AND CONTINUE FOR
 CY1154'4.9 MILES TO A PROMINENT FORK AT THE SIGNS BOWIE 21, DOUGLAS
 CY1154'72, BISBEE 72, AND WILLCOX 23.  THIS FORK IS JUST ACROSS
 CY1154'A CATTLE GUARD AND THERE ARE CORRALS ON THE LEFT.  TAKE THE
 CY1154'LEFT FORK AND CONTINUE FOR 4.4 MILES TO A CATTLE GUARD,
 CY1154'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A TRACK ROAD LEADING
 CY1154'RIGHT JUST AFTER CROSSING A SMALL SANDY WASH, TURN RIGHT ON
 CY1154'THIS TRACK ROAD AND CONTINUE FOR 0.5 MILE, AT THIS POINT A
 CY1154'SMALL ROCK OUTCROP ABOUT 5 FEET HIGH CAN BE SEEN ABOUT 0.1
 CY1154'MILE TO THE RIGHT ACROSS THE WASH AND IT IS ON THIS
 CY1154'OUTCROP THAT THE AZIMUTH MARK IS LOCATED, CONTINUE AHEAD
 CY1154'FOR 0.6 MILE TO A LARGE EARTH TANK ON THE RIGHT.  HERE TURN SHARP
 CY1154'LEFT TOWARD THE HILL AND CONTINUE FOR 0.3 MILE TO ITS BASE AND
 CY1154'THE END OF TRUCK TRAVEL.  PACK UP THE SMALL CANYON TO THE
 CY1154'CREST OF THE RIDGE AND THEN BEAR LEFT TO THE HIGHEST POINT
 CY1154'AND THE STATION.
 CY1154'
 CY1154'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 CY1154'BEDROCK PROJECTING ABOUT 8 INCHES AND IS STAMPED CUTOFF 1935.  IT
 CY1154'IS ON THE HIGHEST POINT OF THE HILL.
 CY1154'
 CY1154'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1154'PROJECTING ABOUT 1 FOOT AND IS STAMPED CUTOFF NO 1 1935.  IT IS
 CY1154'NNE OF THE STATION AND ABOUT 6 FEET LOWER.
 CY1154'
 CY1154'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CY1154'BEDROCK PROJECTING ABOUT 10 INCHES AND IS STAMPED CUTOFF
 CY1154'NO 2 1935.  IT IS WNW OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1154'
 CY1154'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SHARP ROCK OUTCROP
 CY1154'PROJECTING ABOUT 5 FEET ABOVE THE GROUND AND IS STAMPED CUTOFF
 CY1154'1945.  IT IS ABOUT 1/2 MILE W OF THE STATION, 4 FEET ESE OF A
 CY1154'WITNESS POST SET IN A ROCK CAIRN, AND IS REACHED AS SHOWN
 CY1154'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2341 ***********************************************************************
 DU2341  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2341  FBN         -  This is a Federal Base Network Control Station.
 DU2341  DESIGNATION -  CUTTER RESET
 DU2341  PID         -  DU2341
 DU2341  STATE/COUNTY-  AZ/GILA
 DU2341  USGS QUAD   -  CUTTER (1979)
 DU2341
 DU2341                         *CURRENT SURVEY CONTROL
 DU2341  ___________________________________________________________________
 DU2341* NAD 83(1992)-  33 21 09.45743(N)    110 39 17.38642(W)     ADJUSTED  
 DU2341* NAVD 88     -       966.13   (meters)    3169.7    (feet)  GPS OBS   
 DU2341  ___________________________________________________________________
 DU2341  X           -  -1,881,450.412 (meters)                     COMP
 DU2341  Y           -  -4,991,010.412 (meters)                     COMP
 DU2341  Z           -   3,487,208.665 (meters)                     COMP
 DU2341  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2341  ELLIP HEIGHT-         938.89  (meters)          (09/30/99) GPS OBS
 DU2341  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU2341
 DU2341  HORZ ORDER  -  A
 DU2341  ELLP ORDER  -  THIRD     CLASS I
 DU2341
 DU2341.The horizontal coordinates were established by GPS observations
 DU2341.and adjusted by the National Geodetic Survey in September 1992..
 DU2341
 DU2341.The orthometric height was determined by GPS observations and a
 DU2341.high-resolution geoid model using precise GPS observation and
 DU2341.processing techniques.
 DU2341
 DU2341.Photographs are available for this station.
 DU2341
 DU2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2341
 DU2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2341
 DU2341.The ellipsoidal height was determined by GPS observations
 DU2341.and is referenced to NAD 83.
 DU2341
 DU2341.The geoid height was determined by GEOID03.
 DU2341
 DU2341;                    North         East     Units Scale Factor Converg.
 DU2341;SPC AZ E     -   260,963.065   167,926.271   MT  0.99992544   -0 16 06.2
 DU2341;SPC AZ E     -   856,178.03    550,939.21   iFT  0.99992544   -0 16 06.2
 DU2341;UTM  12      - 3,690,433.508   532,115.585   MT  0.99961272   +0 11 23.2
 DU2341
 DU2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2341!SPC AZ E     -   0.99985262  x   0.99992544  =   0.99977807
 DU2341!UTM  12      -   0.99985262  x   0.99961272  =   0.99946540
 DU2341
 DU2341|---------------------------------------------------------------------|
 DU2341| PID    Reference Object                     Distance      Geod. Az  |
 DU2341|                                                           dddmmss.s |
 DU2341| DU0220 3167.294                            249.119 METERS 03343     |
 DU2341| CD2772 CUTTER RM 4                          13.099 METERS 11434     |
 DU2341| CD2771 CUTTER RM 2                           8.466 METERS 12240     |
 DU2341| CD2769 HIGHWAY 70 STA DISK                                1414647.6 |
 DU2341| DU1153 CUTTER RM 3                           6.761 METERS 19318     |
 DU2341| DU1999 SIGNAL PEAK LOOKOUT TOWER           APPROX.18.1 KM 2484211.3 |
 DU2341| DU1974 CUTTER WATER TANK                   APPROX. 1.0 KM 2902703.5 |
 DU2341| CD2770 CUTTER RM 1                          14.326 METERS 35408     |
 DU2341|---------------------------------------------------------------------|
 DU2341
 DU2341                          SUPERSEDED SURVEY CONTROL
 DU2341
 DU2341  NAD 83(1986)-  33 21 09.45265(N)    110 39 17.38595(W) AD(       ) B
 DU2341  ELLIP H (09/30/92)  938.95   (m)                       GP(       ) 2 1
 DU2341  NAD 83(1986)-  33 21 09.45265(N)    110 39 17.38595(W) AD(       ) 2
 DU2341  NAD 27      -  33 21 09.24600(N)    110 39 15.00400(W) AD(       ) 2
 DU2341
 DU2341.Superseded values are not recommended for survey control.
 DU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2341.See file dsdata.txt to determine how the superseded data were derived.
 DU2341
 DU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3211690434(NAD 83)
 DU2341_MARKER: DD = SURVEY DISK
 DU2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2341_SP_SET: CONCRETE POST
 DU2341_STAMPING: CUTTER 1945 1973
 DU2341_MARK LOGO: CGS   
 DU2341_PROJECTION: FLUSH
 DU2341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2341+STABILITY: SURFACE MOTION
 DU2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2341+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU2341
 DU2341  HISTORY     - Date     Condition        Report By
 DU2341  HISTORY     - 1973     MONUMENTED       CGS
 DU2341  HISTORY     - 1973     GOOD             NGS
 DU2341  HISTORY     - 19900615 GOOD             NGS
 DU2341  HISTORY     - 19920203 GOOD             NGS
 DU2341  HISTORY     - 19981103 GOOD             NGS
 DU2341  HISTORY     - 19981117 GOOD             AZ-013
 DU2341  HISTORY     - 20030815 GOOD             AZ-007
 DU2341  HISTORY     - 20040325 GOOD             AZ-007
 DU2341  HISTORY     - 20040401 GOOD             AZ-007
 DU2341  HISTORY     - 20060922 GOOD             GEOCAC
 DU2341
 DU2341                          STATION DESCRIPTION
 DU2341
 DU2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1973 (CN)
 DU2341'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2341'MARK WERE FOUND DESTROYED.  THE UNDERGROUND STATION MARK WAS
 DU2341'RECOVERED AND THE STATION WAS REMONUMENTED ON ORIGINAL POSITION.
 DU2341'
 DU2341'THE STATION MARK IS A STANDARD DISK STAMPED, CUTTER 1945
 DU2341'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2341'PROJECTS 2 INCHES.  IT IS 7.6 FEET NORTH OF THE RIGHT OF
 DU2341'WAY FENCE LINE AND 1-1/2 FEET EAST OF THE WITNESS POST AND
 DU2341'SIGN.
 DU2341'
 DU2341'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CUTTER 1945 NO
 DU2341'3 1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 DU2341'WHICH PROJECTS 4 INCHES.  THE MARK IS AIRPORT PROPERTY 15
 DU2341'FEET SOUTH OF THE FENCE LINE AND 23 FEET NORTH OF THE WITNESS
 DU2341'POST.
 DU2341'
 DU2341'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CUTTER 1945 NO
 DU2341'4 1973.  IT IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF AN
 DU2341'OLD CATTLE GUARD, 7 FEET NORTH OF THE FENCE LINE AND 45 FEET
 DU2341'EAST OF THE WITNESS POST.
 DU2341'
 DU2341'SIGNAL PEAK LOOKOUT TOWER 1938 CAN BE USED FOR AN AZIMUTH
 DU2341'MARK.  ALL OTHER NEARBY STATIONS ARE OBSTRUCTED OR DESTROYED.
 DU2341'
 DU2341'TO REACH THE STATION FROM THE ENTRANCE TO THE GLOBE-SAN CARLOS
 DU2341'REGIONAL AIR FACILITY, GO EAST ALONG THE NORTH SIDE OF THE
 DU2341'FENCE LINE FOR 0.4 MILE TO THE STATION.
 DU2341'
 DU2341'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2341'
 DU2341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUTTER
 DU2341
 DU2341                          STATION RECOVERY (1973)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (1990)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DU2341'STATION IS LOCATED OUTSIDE THE AIRPORT PERIMETER FENCE ABOUT 0.4 MILES
 DU2341'(0.6 KM) EAST OF THE AIRPORT ENTRANCE ROAD FROM HWY 70 WEST OF A ROAD
 DU2341'CURVING SOUTHEAST IN THE HIGHWAY RIGHT-OF-WAY.  IT IS 64.6 FT (19.7 M)
 DU2341'WEST-NORTHWEST OF AN ANGLE-IRON GATE POST, 42.9 FT (13.1 M) WEST OF A
 DU2341'CONCRETE FOUNDATION RM 4, 87.1 FT (26.5 M) SOUTH OF THE SOUTH EDGE OF
 DU2341'THE HIGHWAY, 7.6 FT (2.3 M) NORTH OF THE FENCE AND 1.3 FT (0.4 M) EAST
 DU2341'OF A WITNESS SIGN.  STATION IS A STANDARD CGS STATION DISK STAMPED
 DU2341'CUTTER 1945 1973 SET IN THE TOP OF A CONCRETE MONUMENT ABOUT ONE INCH
 DU2341'BELOW THE SURFACE.
 DU2341
 DU2341                          STATION RECOVERY (1992)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU2341'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF GLOBE, NEAR
 DU2341'THE SOUTHEAST CORNER OF THE GLOBE MUNICIPAL AIRPORT, ALONG THE SOUTH
 DU2341'RIGHT-OF-WAY OF U.S. HIGHWAY 70, AND 0.32 KM (0.20 MI) SOUTHEAST OF
 DU2341'MILE POST 259.  OWNERSHIP--ARIZONA STATE DEPARTMENT OF
 DU2341'TRANSPORTATION.
 DU2341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DU2341'HIGHWAY 77 SOUTH, LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF GLOBE,
 DU2341'GO SOUTHEAST ON HIGHWAY 70 FOR 8.6 KM (5.3 MI) TO THE STATION ON THE
 DU2341'RIGHT, 0.64 KM (0.40 MI) SOUTHEAST OF THE ENTRANCE ROAD TO THE GLOBE
 DU2341'AIRPORT.
 DU2341'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 DU2341'WITH THE GROUND.  LOCATED 33.3 M (109.3 FT) SOUTH OF THE CENTERLINE
 DU2341'OF THE HIGHWAY, 12.9 M (42.3 FT) WEST OF RM 4, 2.4 M (7.9 FT) NORTH
 DU2341'OF THE RIGHT-OF-WAY FENCELINE AND 0.31 M (1.02 FT) EAST OF A METAL
 DU2341'WITNESS POST.
 DU2341
 DU2341                          STATION RECOVERY (1998)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU2341'THE NORTH SIDE OF THE CONCRETE POST HAS BEEN BROKEN OFF BUT THE
 DU2341'CONCRETE POST AND STATION DISK ARE STILL IN GOOD CONDITION.  THE
 DU2341'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GLOBE, ON THE
 DU2341'SAN CARLOS APACHE INDIAN RESERVATION, NEAR THE NORTHEAST CORNER OF THE
 DU2341'GLOBE/SAN CARLOS APACHE AIRPORT, ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 DU2341'HIGHWAY 70, 0.32 KM (0.20 MI) SOUTHEAST OF HIGHWAY MILEPOST 259.
 DU2341'OWNERSHIP--SAN CARLOS APACHE TRIBE, RAYMOND STANLEY, PO BOX O, SAN
 DU2341'CARLOS AZ 85550.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DU2341'HIGHWAY 70 AND STATE HIGHWAY 77 SOUTH, ABOUT 4.8 KM (3.00 MI)
 DU2341'SOUTHEAST OF GLOBE, GO SOUTHEAST FOR 8.6 KM (5.35 MI) ON HIGHWAY 70 TO
 DU2341'THE STATION ON RIGHT, 0.64 KM (0.40 MI) SOUTHEAST OF THE ENTRANCE ROAD
 DU2341'TO AIRPORT.  THE STATION IS FLUSH WITH GROUND.  LOCATED 33.3 M (109.3
 DU2341'FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 13.1 M (43.0 FT) WEST OF
 DU2341'REFERENCE MARK 4, 2.6 M (8.5 FT) NORTH-NORTHEAST OF A WITNESS PLAQUE
 DU2341'IN BARBED WIRE FENCE LINE, 2.4 M (7.9 FT) NORTH OF THE RIGHT-OF-WAY
 DU2341'FENCE LINE AND 0.4 M (1.3 FT) EAST OF A METAL WITNESS POST.
 DU2341
 DU2341                          STATION RECOVERY (1998)
 DU2341
 DU2341'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2341'RECOVERED AS DESCRIBED.
 DU2341
 DU2341                          STATION RECOVERY (2003)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU2341'STATION RECOVERY  (2003)
 DU2341' 
 DU2341'RECOVERY NOTE BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED.
 DU2341
 DU2341                          STATION RECOVERY (2004)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (2004)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (2006)
 DU2341
 DU2341'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2341'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 DU2341'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION IS ALSO LOCATED 3
 DU2341'FEET SOUTHWEST OF ANOTHER METAL WITNESS POST. DID NOT LOOK FOR
 DU2341'REFERENCE MARK 3 OR REFERENCE MARK 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1153 ***********************************************************************
 DU1153  DESIGNATION -  CUTTER RM 3
 DU1153  PID         -  DU1153
 DU1153  STATE/COUNTY-  AZ/GILA
 DU1153  USGS QUAD   -  CUTTER (1979)
 DU1153
 DU1153                         *CURRENT SURVEY CONTROL
 DU1153  ___________________________________________________________________
 DU1153* NAD 83(1986)-  33 21 08.     (N)    110 39 18.     (W)     SCALED    
 DU1153* NAVD 88     -       966.462  (meters)    3170.80   (feet)  ADJUSTED  
 DU1153  ___________________________________________________________________
 DU1153  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU1153  DYNAMIC HT  -         965.158 (meters)    3166.52  (feet)  COMP
 DU1153  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 DU1153
 DU1153  VERT ORDER  -  FIRST     CLASS II
 DU1153
 DU1153.The horizontal coordinates were scaled from a topographic map and have
 DU1153.an estimated accuracy of +/- 6 seconds.
 DU1153
 DU1153.The orthometric height was determined by differential leveling
 DU1153.and adjusted by the National Geodetic Survey in June 1991..
 DU1153
 DU1153.The geoid height was determined by GEOID03.
 DU1153
 DU1153.The dynamic height is computed by dividing the NAVD 88
 DU1153.geopotential number by the normal gravity value computed on the
 DU1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1153.degrees latitude (g = 980.6199 gals.).
 DU1153
 DU1153.The modeled gravity was interpolated from observed gravity values.
 DU1153
 DU1153;                    North         East    Units  Estimated Accuracy
 DU1153;SPC AZ E     -   260,920.      167,910.      MT  (+/- 180 meters Scaled)
 DU1153
 DU1153                          SUPERSEDED SURVEY CONTROL
 DU1153
 DU1153.No superseded survey control is available for this station.
 DU1153
 DU1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB321903(NAD 83)
 DU1153_MARKER: DR = REFERENCE MARK DISK
 DU1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1153_SP_SET: CONCRETE POST
 DU1153_STAMPING: CUTTER NO 3 1973 1945
 DU1153_PROJECTION: PROJECTING 15 CENTIMETERS
 DU1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1153+STABILITY: SURFACE MOTION
 DU1153
 DU1153  HISTORY     - Date     Condition        Report By
 DU1153  HISTORY     - 1973     MONUMENTED       NGS
 DU1153  HISTORY     - 1979     GOOD             NGS
 DU1153
 DU1153                          STATION DESCRIPTION
 DU1153
 DU1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1153'12.0 KM SE FROM GLOBE.
 DU1153'12.0 KILOMETERS (7.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1153'THE NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHEAST END OF THE
 DU1153'GLOBE MUNICIPAL AIRPORT, 40.2 METERS (132 FEET) SOUTHWEST OF THE
 DU1153'CENTERLINE OF HIGHWAY 70, 34.8 METERS (114 FEET) NORTH OF AN
 DU1153'UNDERGROUND GAS LINE AND 4.3 METERS (14 FEET) SOUTHWEST OF THE
 DU1153'HIGHWAY RIGHT-OF-WAY FENCE.  A FAINT IMAGE OF A 2 CAN BE DISCERNED
 DU1153'ON THE DISK SUGGESTING THIS WAS ORIGINALLY RM 2.  IT APPEARS THAT
 DU1153'THE NUMBER 3 WAS STAMPED ON IN 1973.
 DU1153'THE MARK IS 6.7 METERS  S FROM A WITNESS POST.
 DU1153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1974 ***********************************************************************
 DU1974  DESIGNATION -  CUTTER WATER TANK
 DU1974  PID         -  DU1974
 DU1974  STATE/COUNTY-  AZ/GILA
 DU1974  USGS QUAD   -  CUTTER (1979)
 DU1974
 DU1974                         *CURRENT SURVEY CONTROL
 DU1974  ___________________________________________________________________
 DU1974* NAD 83(1992)-  33 21 20.28850(N)    110 39 52.00069(W)     ADJUSTED  
 DU1974* NAVD 88     -                                                        
 DU1974  ___________________________________________________________________
 DU1974  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DU1974  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1974
 DU1974  HORZ ORDER  -  THIRD
 DU1974
 DU1974.The horizontal coordinates were established by classical geodetic methods
 DU1974.and adjusted by the National Geodetic Survey in August 1993..
 DU1974
 DU1974
 DU1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1974
 DU1974.The geoid height was determined by GEOID03.
 DU1974
 DU1974;                    North         East     Units Scale Factor Converg.
 DU1974;SPC AZ E     -   261,300.960   167,032.973   MT  0.99992645   -0 16 25.3
 DU1974;SPC AZ E     -   857,286.61    548,008.44   iFT  0.99992645   -0 16 25.3
 DU1974;UTM  12      - 3,690,764.144   531,219.895   MT  0.99961202   +0 11 04.2
 DU1974
 DU1974                          SUPERSEDED SURVEY CONTROL
 DU1974
 DU1974  NAD 83(1986)-  33 21 20.28373(N)    110 39 52.00125(W) AD(       ) 4
 DU1974  NAD 27      -  33 21 20.08000(N)    110 39 49.62000(W) AD(       ) 3
 DU1974
 DU1974.Superseded values are not recommended for survey control.
 DU1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1974.See file dsdata.txt to determine how the superseded data were derived.
 DU1974
 DU1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3122090764(NAD 83)
 DU1974_MARKER: 51 = TANK
 DU1974
 DU1974  HISTORY     - Date     Condition        Report By
 DU1974  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1974  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 DU1974
 DU1974                          STATION DESCRIPTION
 DU1974
 DU1974'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1025 ***********************************************************************
 ES1025  DESIGNATION -  CV 3
 ES1025  PID         -  ES1025
 ES1025  STATE/COUNTY-  AZ/YAVAPAI
 ES1025  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1025
 ES1025                         *CURRENT SURVEY CONTROL
 ES1025  ___________________________________________________________________
 ES1025* NAD 83(1992)-  34 34 48.59226(N)    111 53 30.64560(W)     ADJUSTED  
 ES1025* NAVD 88     -      1019.6    (meters)    3345.     (feet)  VERTCON   
 ES1025  ___________________________________________________________________
 ES1025  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 ES1025  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ES1025
 ES1025  HORZ ORDER  -  SECOND
 ES1025
 ES1025.The horizontal coordinates were established by classical geodetic methods
 ES1025.and adjusted by the National Geodetic Survey in August 1993..
 ES1025
 ES1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1025
 ES1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1025
 ES1025.The geoid height was determined by GEOID03.
 ES1025
 ES1025;                    North         East     Units Scale Factor Converg.
 ES1025;SPC AZ C     -   397,003.975   215,637.118   MT  0.99990006   +0 00 50.7
 ES1025;SPC AZ C     - 1,302,506.48    707,470.86   iFT  0.99990006   +0 00 50.7
 ES1025;UTM  12      - 3,826,847.848   418,202.909   MT  0.99968247   -0 30 22.3
 ES1025
 ES1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1025!SPC AZ C     -   0.99984404  x   0.99990006  =   0.99974412
 ES1025!UTM  12      -   0.99984404  x   0.99968247  =   0.99952656
 ES1025
 ES1025:                Primary Azimuth Mark                     Grid Az
 ES1025:SPC AZ C     -  WICK                                     095 30 31.3
 ES1025:UTM  12      -  WICK                                     096 01 44.3
 ES1025
 ES1025|---------------------------------------------------------------------|
 ES1025| PID    Reference Object                     Distance      Geod. Az  |
 ES1025|                                                           dddmmss.s |
 ES1025| ES1022 WICK                                APPROX. 5.9 KM 0953122.0 |
 ES1025| CH3015 CV 2                                               1454346.5 |
 ES1025| CH3013 CV 3 RM 1                             8.563 METERS 17110     |
 ES1025| CH3014 CV 3 RM 2                             8.013 METERS 28728     |
 ES1025|---------------------------------------------------------------------|
 ES1025
 ES1025                          SUPERSEDED SURVEY CONTROL
 ES1025
 ES1025  NAD 83(1986)-  34 34 48.58745(N)    111 53 30.64216(W) AD(       ) 2
 ES1025  NAD 27      -  34 34 48.49460(N)    111 53 28.09740(W) AD(       ) 2
 ES1025  NGVD 29 (07/19/86) 1018.9    (m)         3343.     (f) VERT ANG       
 ES1025
 ES1025.Superseded values are not recommended for survey control.
 ES1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1025.See file dsdata.txt to determine how the superseded data were derived.
 ES1025
 ES1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1820326848(NAD 83)
 ES1025_MARKER: DS = TRIANGULATION STATION DISK
 ES1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1025
 ES1025  HISTORY     - Date     Condition        Report By
 ES1025  HISTORY     - 1959     MONUMENTED       CGS
 ES1025  HISTORY     - 1975     GOOD             USE
 ES1025  HISTORY     - 1979     GOOD             AZDT
 ES1025
 ES1025                          STATION DESCRIPTION
 ES1025
 ES1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1025'THE STATION IS LOCATED ON A LOW BRUSH COVERED HILL THAT IS ABOUT
 ES1025'3 MILES WEST OF CAMP VERDE, 1/2 MILE SOUTHWEST OF THE JUNCTION
 ES1025'OF STATE HIGHWAYS 79 AND 279 ON THE PROPERTY OF DAVIDSON AND SON.
 ES1025'
 ES1025'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO NORTH
 ES1025'FOR 0.3 MILE TO A Y-FORK, TAKE THE LEFT FORK (STATE HIGHWAY 279)
 ES1025'AND GO WEST FOR 2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 79,
 ES1025'CONTINUE WEST ON STATE HIGHWAY 279 TOWARD COTTONWOOD FOR 0.7 MILE
 ES1025'TO HIGHWAY MILEPOST 288 AND A TRACK ROAD LEFT, TURN LEFT, GO
 ES1025'SOUTHEAST UP A VERY STEEP HILL FOR 0.05 MILE TO THE TOP OF THE
 ES1025'RIDGE, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH DOWN THE
 ES1025'RIDGE FOR 0.65 MILE TO THE END OF THE ROAD AND THE STATION.
 ES1025'
 ES1025'THE STATION MARK, STAMPED CV 3 1959, IS A STANDARD DISK SET IN
 ES1025'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 ES1025'INCHES.  IT IS 50 FEET SOUTH OF THE HIGHEST POINT OF THE HILL,
 ES1025'4.1 FEET SOUTHEAST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN
 ES1025'THE HIGHEST POINT OF THE HILL.
 ES1025'
 ES1025'REFERENCE MARK NO. 1, STAMPED CV 3 NO 1 1959, IS A STANDARD DISK
 ES1025'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES1025'3 INCHES.  IT IS 32.5 FEET SOUTHEAST OF A WITNESS POST AND ABOUT
 ES1025'3 FEET LOWER THAN THE STATION.
 ES1025'
 ES1025'REFERENCE MARK NO. 2, STAMPED CV 3 NO 2 1959, IS A STANDARD
 ES1025'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ES1025'PROJECTS 4 INCHES.  IT IS 23.5 FEET WEST OF A WITNESS POST AND
 ES1025'ABOUT 3 FEET LOWER THAN THE STATION.
 ES1025'
 ES1025'TRIANGULATION STATION WYE CAN BE USED FOR AN AZIMUTH MARK.
 ES1025'(SEE DESCRIPTION THEREOF).
 ES1025
 ES1025                          STATION RECOVERY (1975)
 ES1025
 ES1025'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 ES1025'CV-3 1959 RECOVERED GOOD.
 ES1025'
 ES1025'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF CAMP
 ES1025'VERDE.
 ES1025
 ES1025                          STATION RECOVERY (1979)
 ES1025
 ES1025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1025'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE HIGHWAY 79 USED IN
 ES1025'THE 1959 DESCRIPTION IS NOW I-17.  THE DESCRIPTION IS OTHERWISE
 ES1025'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1849 ***********************************************************************
 CZ1849  DESIGNATION -  CWA 2
 CZ1849  PID         -  CZ1849
 CZ1849  STATE/COUNTY-  AZ/PIMA
 CZ1849  USGS QUAD   -  TUCSON (1992)
 CZ1849
 CZ1849                         *CURRENT SURVEY CONTROL
 CZ1849  ___________________________________________________________________
 CZ1849* NAD 83(1992)-  32 08 41.14430(N)    110 57 09.48957(W)     ADJUSTED  
 CZ1849* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 CZ1849  ___________________________________________________________________
 CZ1849  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ1849  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ1849
 CZ1849  HORZ ORDER  -  SECOND
 CZ1849
 CZ1849.The horizontal coordinates were established by classical geodetic methods
 CZ1849.and adjusted by the National Geodetic Survey in August 1993..
 CZ1849
 CZ1849.The orthometric height was scaled from a topographic map.
 CZ1849
 CZ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1849
 CZ1849.The geoid height was determined by GEOID03.
 CZ1849
 CZ1849;                    North         East     Units Scale Factor Converg.
 CZ1849;SPC AZ C     -   127,324.927   304,303.653   MT  1.00000196   +0 30 46.6
 CZ1849;SPC AZ C     -   417,732.70    998,371.56   iFT  1.00000196   +0 30 46.6
 CZ1849;UTM  12      - 3,556,482.668   504,466.741   MT  0.99960025   +0 01 30.7
 CZ1849
 CZ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1849!SPC AZ C     -   0.99988284  x   1.00000196  =   0.99988480
 CZ1849!UTM  12      -   0.99988284  x   0.99960025  =   0.99948313
 CZ1849
 CZ1849:                Primary Azimuth Mark                     Grid Az
 CZ1849:SPC AZ C     -  CWA 2 RM 3 AZIMUTH                       080 12 07.0
 CZ1849:UTM  12      -  CWA 2 RM 3 AZIMUTH                       080 41 22.9
 CZ1849
 CZ1849|---------------------------------------------------------------------|
 CZ1849| PID    Reference Object                     Distance      Geod. Az  |
 CZ1849|                                                           dddmmss.s |
 CZ1849| CC7229 CWA 2 RM 3 AZIMUTH                                 0804253.6 |
 CZ1849| CC7227 CWA 2 RM 1                           15.168 METERS 19432     |
 CZ1849| CC7228 CWA 2 RM 2                           29.335 METERS 27905     |
 CZ1849| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX. 4.5 KM 3482339.0 |
 CZ1849|---------------------------------------------------------------------|
 CZ1849
 CZ1849                          SUPERSEDED SURVEY CONTROL
 CZ1849
 CZ1849  NAD 83(1986)-  32 08 41.14102(N)    110 57 09.48705(W) AD(       ) 2
 CZ1849  NAD 27      -  32 08 40.86200(N)    110 57 07.15600(W) AD(       ) 2
 CZ1849
 CZ1849.Superseded values are not recommended for survey control.
 CZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1849.See file dsdata.txt to determine how the superseded data were derived.
 CZ1849
 CZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0446756483(NAD 83)
 CZ1849_MARKER: DS = TRIANGULATION STATION DISK
 CZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1849
 CZ1849  HISTORY     - Date     Condition        Report By
 CZ1849  HISTORY     - 1935     MONUMENTED       AZHD
 CZ1849  HISTORY     - 1950     GOOD             CGS
 CZ1849  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 CZ1849
 CZ1849                          STATION DESCRIPTION
 CZ1849
 CZ1849'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935 (EBL)
 CZ1849'ABOUT 2-1/2 MILES, AIR LINE, SOUTH OF TUCSON, AND ABOUT
 CZ1849'ONE-HALF MILE, AIR LINE, EAST OF U.S. HIGHWAY NO. 89.  TO
 CZ1849'REACH FROM THE JUNCTION OF HIGHWAY NO. 89 AND DREXEL ROAD,
 CZ1849'GO EAST FOR 0.5 MILE, TURN RIGHT (SOUTH) AND GO 0.2 MILE
 CZ1849'AND TURN LEFT (EAST) AND GO 0.1 MILE TO STATION ON SOUTH
 CZ1849'SIDE OF ROAD.  STATION MARK IS STANDARD DISK OF THE COAST
 CZ1849'AND GEODETIC SURVEY AND STATE SURVEY STAMPED 2, SET IN
 CZ1849'CONCRETE POST.  REFERENCE MARK NO. 1 (1935), A STANDARD BRONZE
 CZ1849'REFERENCE DISK, IS 15.168 METERS (49.76 FEET) FROM
 CZ1849'STATION S 14 DEG 32 MIN W. REFERENCE MARK NO. 2
 CZ1849'(1935), A STANDARD BRONZE REFERENCE DISK, IS
 CZ1849'29.335 METERS (96.24 FEET) FROM STATION  S 80 45
 CZ1849'MIN W.  AZIMUTH MARK (1935) (REFERENCE MARK NO. 3), A
 CZ1849'STANDARD BRONZE DISK, IS ON THE NORTH SIDE OF ROAD
 CZ1849'0.4 MILE FROM STATION  S 80 DEG 42 MIN 53 SEC W.
 CZ1849
 CZ1849                          STATION RECOVERY (1950)
 CZ1849
 CZ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ1849'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CZ1849'BY E.B. LATHAM IN 1935.  THE DESCRIPTION IS ADEQUATE.  WITNESS
 CZ1849'POST NOT NEEDED.
 CZ1849
 CZ1849                          STATION RECOVERY (2000)
 CZ1849
 CZ1849'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8089 ***********************************************************************
 AC8089  DESIGNATION -  CWA RESET
 AC8089  PID         -  AC8089
 AC8089  STATE/COUNTY-  AZ/PIMA
 AC8089  USGS QUAD   -  TUCSON EAST (1992)
 AC8089
 AC8089                         *CURRENT SURVEY CONTROL
 AC8089  ___________________________________________________________________
 AC8089* NAD 83(1992)-  32 08 01.99436(N)    110 51 29.40451(W)     ADJUSTED  
 AC8089* NAVD 88     -                                                        
 AC8089  ___________________________________________________________________
 AC8089  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 AC8089  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AC8089
 AC8089  HORZ ORDER  -  SECOND
 AC8089
 AC8089.The horizontal coordinates were established by classical geodetic methods
 AC8089.and adjusted by the National Geodetic Survey in August 1993..
 AC8089
 AC8089
 AC8089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8089
 AC8089.The geoid height was determined by GEOID03.
 AC8089
 AC8089;                    North         East     Units Scale Factor Converg.
 AC8089;SPC AZ C     -   126,202.741   313,227.754   MT  1.00002296   +0 33 47.0
 AC8089;SPC AZ C     -   414,050.99  1,027,650.11   iFT  1.00002296   +0 33 47.0
 AC8089;UTM  12      - 3,555,285.056   513,377.300   MT  0.99960221   +0 04 31.6
 AC8089
 AC8089|---------------------------------------------------------------------|
 AC8089| PID    Reference Object                     Distance      Geod. Az  |
 AC8089|                                                           dddmmss.s |
 AC8089| CZ0069 CWA RM 1                             18.421 METERS 16710     |
 AC8089| CZ0067 CWA RM 3 AZIMUTH                                   1744726.9 |
 AC8089| CZ1830 WILMOT RM 3                         APPROX. 2.1 KM 1800656.6 |
 AC8089| CZ0070 CWA RM 2                             17.283 METERS 26426     |
 AC8089|---------------------------------------------------------------------|
 AC8089
 AC8089                          SUPERSEDED SURVEY CONTROL
 AC8089
 AC8089  NAD 83(1986)-  32 08 01.99210(N)    110 51 29.40134(W) AD(       ) 2
 AC8089
 AC8089.Superseded values are not recommended for survey control.
 AC8089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8089.See file dsdata.txt to determine how the superseded data were derived.
 AC8089
 AC8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1337755285(NAD 83)
 AC8089_MARKER: DS = TRIANGULATION STATION DISK
 AC8089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC8089_STAMPING: CWA 1935 1982
 AC8089_MARK LOGO: NGS   
 AC8089
 AC8089  HISTORY     - Date     Condition        Report By
 AC8089  HISTORY     - 1982     MONUMENTED       CGS
 AC8089
 AC8089                          STATION DESCRIPTION
 AC8089
 AC8089'DESCRIBED BY COAST AND GEODETIC SURVEY 1982 (GH)
 AC8089'THE STATION MARK WAS RECOVERED WITH THE DISK MISSING.  REFERENCE MARKS
 AC8089'1 AND 2 AND THE AZ1MUTH MARK WERE RECOVERED AS DESCRIBED.  TREES ARE
 AC8089'ON LINE BETWEEN THE AZ1MUTH MARK AND THE STATION.  A NEW STATION DISK
 AC8089'STAMPED---CWA 1935 1982---WAS SET IN THE OLD MARK HOLE IN THE POST ON
 AC8089'THE ORIGIONAL POSITION.
 AC8089'
 AC8089'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND WILMOT ROAD
 AC8089'INTERCHANGE IN TUCSON, TRAVEL NORTH ALONG WILMOT ROAD 1.0 MILE TO A
 AC8089'RAILROAD CROSSING, CONTINUE NORTH FOR 0.15 MILES TO THE TOP OF A SMALL
 AC8089'RISE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0069 ***********************************************************************
 CZ0069  DESIGNATION -  CWA RM 1
 CZ0069  PID         -  CZ0069
 CZ0069  STATE/COUNTY-  AZ/PIMA
 CZ0069  USGS QUAD   -  TUCSON EAST (1992)
 CZ0069
 CZ0069                         *CURRENT SURVEY CONTROL
 CZ0069  ___________________________________________________________________
 CZ0069* NAD 83(1986)-  32 08 02.     (N)    110 51 29.     (W)     SCALED    
 CZ0069* NAVD 88     -       841.299  (meters)    2760.16   (feet)  ADJUSTED  
 CZ0069  ___________________________________________________________________
 CZ0069  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0069  DYNAMIC HT  -         840.104 (meters)    2756.24  (feet)  COMP
 CZ0069  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 CZ0069
 CZ0069  VERT ORDER  -  FIRST     CLASS II
 CZ0069
 CZ0069.The horizontal coordinates were scaled from a topographic map and have
 CZ0069.an estimated accuracy of +/- 6 seconds.
 CZ0069
 CZ0069.The orthometric height was determined by differential leveling
 CZ0069.and adjusted by the National Geodetic Survey in June 1991..
 CZ0069
 CZ0069.The geoid height was determined by GEOID03.
 CZ0069
 CZ0069.The dynamic height is computed by dividing the NAVD 88
 CZ0069.geopotential number by the normal gravity value computed on the
 CZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0069.degrees latitude (g = 980.6199 gals.).
 CZ0069
 CZ0069.The modeled gravity was interpolated from observed gravity values.
 CZ0069
 CZ0069;                    North         East    Units  Estimated Accuracy
 CZ0069;SPC AZ C     -   126,200.      313,240.      MT  (+/- 180 meters Scaled)
 CZ0069
 CZ0069                          SUPERSEDED SURVEY CONTROL
 CZ0069
 CZ0069  NGVD 29 (??/??/92)  840.652  (m)         2758.04   (f) ADJ UNCH    1 2
 CZ0069
 CZ0069.Superseded values are not recommended for survey control.
 CZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0069.See file dsdata.txt to determine how the superseded data were derived.
 CZ0069
 CZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA133552(NAD 83)
 CZ0069_MARKER: DR = REFERENCE MARK DISK
 CZ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0069_STAMPING: C.W.A. NO 1 1935
 CZ0069_PROJECTION: PROJECTING 13 CENTIMETERS
 CZ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0069+STABILITY: SURFACE MOTION
 CZ0069
 CZ0069  HISTORY     - Date     Condition        Report By
 CZ0069  HISTORY     - 1935     MONUMENTED       CGS
 CZ0069  HISTORY     - 1952     GOOD             NGS
 CZ0069  HISTORY     - 1960     GOOD             NGS
 CZ0069  HISTORY     - 1979     GOOD             NGS
 CZ0069  HISTORY     - 19970204 GOOD             USPSQD
 CZ0069
 CZ0069                          STATION DESCRIPTION
 CZ0069
 CZ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0069'10.4 MI SE FROM TUCSON.
 CZ0069'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0069'THE STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG THE WILMOT ROAD,
 CZ0069'60.4 FEET SOUTH OF THE C.W.A. TRIANGULATION STATION, 45 FEET WEST OF
 CZ0069'THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER OF A GATE, 7
 CZ0069'FEET WEST OF THE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CZ0069'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0069
 CZ0069                          STATION RECOVERY (1960)
 CZ0069
 CZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0069'RECOVERED IN GOOD CONDITION.
 CZ0069
 CZ0069                          STATION RECOVERY (1979)
 CZ0069
 CZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0069'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0069'STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG WILMOT ROAD, AT THE
 CZ0069'SUMMIT OF A SMALL GRADE, 42.5 FEET WEST OF THE CENTERLINE OF THE
 CZ0069'ROAD, 151 FEET SOUTH OF THE FIRST POWER LINE POLE NUMBER 6602 SOUTH
 CZ0069'OF A POWER LINE POLE JUNCTION AND 88 FEET SOUTHEAST OF RM 2.
 CZ0069'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CZ0069'THE MARK IS 2 FT ABOVE THE ROAD.
 CZ0069
 CZ0069                          STATION RECOVERY (1997)
 CZ0069
 CZ0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0070 ***********************************************************************
 CZ0070  DESIGNATION -  CWA RM 2
 CZ0070  PID         -  CZ0070
 CZ0070  STATE/COUNTY-  AZ/PIMA
 CZ0070  USGS QUAD   -  TUCSON EAST (1992)
 CZ0070
 CZ0070                         *CURRENT SURVEY CONTROL
 CZ0070  ___________________________________________________________________
 CZ0070* NAD 83(1986)-  32 08 02.     (N)    110 51 29.     (W)     SCALED    
 CZ0070* NAVD 88     -       841.106  (meters)    2759.53   (feet)  ADJUSTED  
 CZ0070  ___________________________________________________________________
 CZ0070  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0070  DYNAMIC HT  -         839.912 (meters)    2755.61  (feet)  COMP
 CZ0070  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 CZ0070
 CZ0070  VERT ORDER  -  FIRST     CLASS II
 CZ0070
 CZ0070.The horizontal coordinates were scaled from a topographic map and have
 CZ0070.an estimated accuracy of +/- 6 seconds.
 CZ0070
 CZ0070.The orthometric height was determined by differential leveling
 CZ0070.and adjusted by the National Geodetic Survey in June 1991..
 CZ0070
 CZ0070.The geoid height was determined by GEOID03.
 CZ0070
 CZ0070.The dynamic height is computed by dividing the NAVD 88
 CZ0070.geopotential number by the normal gravity value computed on the
 CZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0070.degrees latitude (g = 980.6199 gals.).
 CZ0070
 CZ0070.The modeled gravity was interpolated from observed gravity values.
 CZ0070
 CZ0070;                    North         East    Units  Estimated Accuracy
 CZ0070;SPC AZ C     -   126,200.      313,240.      MT  (+/- 180 meters Scaled)
 CZ0070
 CZ0070                          SUPERSEDED SURVEY CONTROL
 CZ0070
 CZ0070  NGVD 29 (??/??/92)  840.461  (m)         2757.41   (f) ADJ UNCH    1 2
 CZ0070
 CZ0070.Superseded values are not recommended for survey control.
 CZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0070.See file dsdata.txt to determine how the superseded data were derived.
 CZ0070
 CZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA133552(NAD 83)
 CZ0070_MARKER: DR = REFERENCE MARK DISK
 CZ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0070_STAMPING: C.W.A. NO 2 1935
 CZ0070_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0070+STABILITY: SURFACE MOTION
 CZ0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0070+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0070
 CZ0070  HISTORY     - Date     Condition        Report By
 CZ0070  HISTORY     - 1935     MONUMENTED       CGS
 CZ0070  HISTORY     - 1952     GOOD             NGS
 CZ0070  HISTORY     - 1960     GOOD             NGS
 CZ0070  HISTORY     - 1979     GOOD             NGS
 CZ0070  HISTORY     - 19970204 GOOD             USPSQD
 CZ0070  HISTORY     - 20060315 GOOD             USPSQD
 CZ0070
 CZ0070                          STATION DESCRIPTION
 CZ0070
 CZ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0070'10.4 MI SE FROM TUCSON.
 CZ0070'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0070'THE STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG THE WILMOT ROAD,
 CZ0070'68.4 FEET SOUTHEAST OF A WINDMILL, 56.7 FEET WEST OF C.W.A.
 CZ0070'TRIANGULATION STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CZ0070'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0070
 CZ0070                          STATION RECOVERY (1960)
 CZ0070
 CZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0070'RECOVERED IN GOOD CONDITION.
 CZ0070
 CZ0070                          STATION RECOVERY (1979)
 CZ0070
 CZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0070'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0070'STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG WILMOT ROAD, AT THE
 CZ0070'SUMMIT OF A SMALL GRADE, 113 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CZ0070'68.5 FEET NORTHWEST OF THE CENTER OF A 6-INCH WELL CASING PROJECTING
 CZ0070'2 FEET, 130 FEET SOUTHWEST OF THE FIRST POWER LINE POLE (NUMBER 6602)
 CZ0070'SOUTH OF A POWER LINE JUNCTION POLE.
 CZ0070'THE MARK IS 88 FT  NW FROM A WITNESS POST.
 CZ0070'THE MARK IS 1 FT ABOVE THE ROAD.
 CZ0070
 CZ0070                          STATION RECOVERY (1997)
 CZ0070
 CZ0070'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0070'RECOVERED IN GOOD CONDITION.
 CZ0070
 CZ0070                          STATION RECOVERY (2006)
 CZ0070
 CZ0070'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0067 ***********************************************************************
 CZ0067  DESIGNATION -  CWA RM 3 AZIMUTH
 CZ0067  PID         -  CZ0067
 CZ0067  STATE/COUNTY-  AZ/PIMA
 CZ0067  USGS QUAD   -  TUCSON EAST (1992)
 CZ0067
 CZ0067                         *CURRENT SURVEY CONTROL
 CZ0067  ___________________________________________________________________
 CZ0067* NAD 83(1986)-  32 07 49.     (N)    110 51 28.     (W)     SCALED    
 CZ0067* NAVD 88     -       840.855  (meters)    2758.71   (feet)  ADJUSTED  
 CZ0067  ___________________________________________________________________
 CZ0067  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0067  DYNAMIC HT  -         839.660 (meters)    2754.78  (feet)  COMP
 CZ0067  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 CZ0067
 CZ0067  VERT ORDER  -  FIRST     CLASS II
 CZ0067
 CZ0067.The horizontal coordinates were scaled from a topographic map and have
 CZ0067.an estimated accuracy of +/- 6 seconds.
 CZ0067
 CZ0067.The orthometric height was determined by differential leveling
 CZ0067.and adjusted by the National Geodetic Survey in June 1991..
 CZ0067
 CZ0067.The geoid height was determined by GEOID03.
 CZ0067
 CZ0067.The dynamic height is computed by dividing the NAVD 88
 CZ0067.geopotential number by the normal gravity value computed on the
 CZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0067.degrees latitude (g = 980.6199 gals.).
 CZ0067
 CZ0067.The modeled gravity was interpolated from observed gravity values.
 CZ0067
 CZ0067;                    North         East    Units  Estimated Accuracy
 CZ0067;SPC AZ C     -   125,800.      313,270.      MT  (+/- 180 meters Scaled)
 CZ0067
 CZ0067                          SUPERSEDED SURVEY CONTROL
 CZ0067
 CZ0067.No superseded survey control is available for this station.
 CZ0067
 CZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134548(NAD 83)
 CZ0067_MARKER: DR = REFERENCE MARK DISK
 CZ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0067_STAMPING: C.W.A. NO 3 1935
 CZ0067_PROJECTION: FLUSH
 CZ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0067+STABILITY: SURFACE MOTION
 CZ0067
 CZ0067  HISTORY     - Date     Condition        Report By
 CZ0067  HISTORY     - 1935     MONUMENTED       CGS
 CZ0067  HISTORY     - 1952     GOOD             NGS
 CZ0067  HISTORY     - 1960     GOOD             NGS
 CZ0067  HISTORY     - 1979     GOOD             NGS
 CZ0067  HISTORY     - 19970204 GOOD             USPSQD
 CZ0067
 CZ0067                          STATION DESCRIPTION
 CZ0067
 CZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0067'10.2 MI SE FROM TUCSON.
 CZ0067'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0067'THE STATION AT TUCSON, THENCE 0.1 MILE NORTH ALONG THE WILMOT ROAD, 30
 CZ0067'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS
 CZ0067'POST, 0.6 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CZ0067'PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 CZ0067
 CZ0067                          STATION RECOVERY (1960)
 CZ0067
 CZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0067'RECOVERED IN GOOD CONDITION.
 CZ0067
 CZ0067                          STATION RECOVERY (1979)
 CZ0067
 CZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0067'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0067'STATION AT TUCSON, THENCE 0.1 MILE NORTH ALONG WILMOT ROAD, 32 FEET
 CZ0067'EAST OF THE CENTERLINE OF THE ROAD, 57 FEET EAST OF AND ACROSS THE
 CZ0067'ROAD FROM THE FOURTH POWER LINE POLE NORTH OF THE RAIL ROAD CROSSING
 CZ0067'AND 0.6 FEET EAST OF A FENCE.
 CZ0067'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CZ0067'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0067
 CZ0067                          STATION RECOVERY (1997)
 CZ0067
 CZ0067'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1030 ***********************************************************************
 FS1030  DESIGNATION -  CYCLOPIC
 FS1030  PID         -  FS1030
 FS1030  STATE/COUNTY-  AZ/MOHAVE
 FS1030  USGS QUAD   -  SENATOR MOUNTAIN (1989)
 FS1030
 FS1030                         *CURRENT SURVEY CONTROL
 FS1030  ___________________________________________________________________
 FS1030* NAD 83(1992)-  35 47 11.59897(N)    114 16 11.44856(W)     ADJUSTED  
 FS1030* NAVD 88     -      1517.5    (meters)    4979.     (feet)  VERTCON   
 FS1030  ___________________________________________________________________
 FS1030  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FS1030  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FS1030
 FS1030  HORZ ORDER  -  SECOND
 FS1030
 FS1030.The horizontal coordinates were established by classical geodetic methods
 FS1030.and adjusted by the National Geodetic Survey in August 1993..
 FS1030
 FS1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1030
 FS1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1030
 FS1030.The geoid height was determined by GEOID03.
 FS1030
 FS1030;                    North         East     Units Scale Factor Converg.
 FS1030;SPC AZ W     -   530,974.431   166,365.643   MT  0.99996054   -0 18 14.4
 FS1030;SPC AZ W     - 1,742,042.10    545,819.04   iFT  0.99996054   -0 18 14.4
 FS1030;UTM  11      - 3,963,714.054   746,753.334   MT  1.00035034   +1 35 50.3
 FS1030
 FS1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1030!SPC AZ W     -   0.99976622  x   0.99996054  =   0.99972677
 FS1030!UTM  11      -   0.99976622  x   1.00035034  =   1.00011648
 FS1030
 FS1030:                Primary Azimuth Mark                     Grid Az
 FS1030:SPC AZ W     -  GOLD BUTTE                               002 57 08.3
 FS1030:UTM  11      -  GOLD BUTTE                               001 03 03.6
 FS1030
 FS1030|---------------------------------------------------------------------|
 FS1030| PID    Reference Object                     Distance      Geod. Az  |
 FS1030|                                                           dddmmss.s |
 FS1030| GR1837 GOLD BUTTE                          APPROX.40.2 KM 0023853.9 |
 FS1030| CC4607 CYCLOPIC RM 1                         9.853 METERS 07629     |
 FS1030| CC4606 CYCLOPIC AZ MK                                     1591506.2 |
 FS1030| CC4608 CYCLOPIC RM 2                         7.208 METERS 20225     |
 FS1030| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 7.0 KM 3215954.5 |
 FS1030|---------------------------------------------------------------------|
 FS1030
 FS1030                          SUPERSEDED SURVEY CONTROL
 FS1030
 FS1030  NAD 83(1986)-  35 47 11.59044(N)    114 16 11.44459(W) AD(       ) 2
 FS1030  NAD 27      -  35 47 11.62500(N)    114 16 08.57900(W) AD(       ) 2
 FS1030  NGVD 29 (07/19/86) 1516.7    (m)         4976.     (f) VERT ANG       
 FS1030
 FS1030.Superseded values are not recommended for survey control.
 FS1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1030.See file dsdata.txt to determine how the superseded data were derived.
 FS1030
 FS1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4675363714(NAD 83)
 FS1030_MARKER: Z = SEE DESCRIPTION
 FS1030_SETTING: 0 = UNSPECIFIED SETTING
 FS1030
 FS1030  HISTORY     - Date     Condition        Report By
 FS1030  HISTORY     - 1950     MONUMENTED       CGS
 FS1030
 FS1030                          STATION DESCRIPTION
 FS1030
 FS1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1030'THE STATION IS LOCATED ON A KNOLL OF THE RANGE OF MOUNTAINS
 FS1030'ABOUT 6 MILES WEST OF THE HUALPAI WASH, 1.25 MILES WEST OF THE
 FS1030'OLD CYCLOPIC MILL SITE, 0.50 MILE NORTH OF A PIPE LINE CROSSING
 FS1030'OVER THE RANGE OF MOUNTAINS CARRYING WATER FROM THE CYCLOPIC PUMP
 FS1030'LOCATION TO THE MILL SITE, ABOUT 200 YARDS NORTHEAST OF WHERE
 FS1030'ROAD CROSSES CREST OF HILL.
 FS1030'
 FS1030'TO REACH THE STATION FROM THE R.R. DEPOT IN KINGMAN GO NORTHWEST
 FS1030'ON U.S. HIGHWAY 93-466 19.0 MILES TO THE INTERSECTION OF STATE
 FS1030'HIGHWAY 62, CONTINUE ON U.S. HIGHWAY 93-466 10.9 MILES TO ITS
 FS1030'INTERSECTION WITH THE PIERCES FERRY ROAD.  TURN RIGHT ONTO THE
 FS1030'PIERCES FERRY ROAD AND CONTINUE 16.2 MILES ON THE MAIN TRAVELED
 FS1030'ROAD TO Y-FORKS, TURN LEFT, NORTH, OFF THE PIERCES FERRY ROAD.
 FS1030'CONTINUE TRACK ROAD 3.6 MILES AND PASS THROUGH WIRE GATE,
 FS1030'GO 4.3 MILES TO FORKS OF ROAD AT WORKINGS OF OLD CYCLOPIC MINE
 FS1030'AND MILL SITE, TURN LEFT AND FOLLOW OLD ROAD UP GRADE 1.6
 FS1030'MILES TO CREST OF MOUNTAINS AND END OF TRUCK TRAVEL.  FROM ETT
 FS1030'THE STATION IS NORTH ALONG RIDGE 0.20 MILE.  THE AZIMUTH
 FS1030'MARK IS .10 MILE ALONG OLD TRACK ROAD LEADING SOUTH ON TOP
 FS1030'OF RIDGE.  A 10 MINUTE PACK.
 FS1030'
 FS1030'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1030'THE TOP OF A GRANITE BOULDER PROJECTING 15 INCHES AND ABOUT 2
 FS1030'FOOT LOWER THAN THE STATION, IS STAMPED CYCLOPIC NO 1 1947.
 FS1030'
 FS1030'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1030'IN THE TOP OF A GRANITE BOULDER PROJECTING 4 INCHES AND ABOUT
 FS1030'2 FOOT LOWER THAN THE STATION, IS STAMPED CYCLOPIC NO 2 1947.
 FS1030'
 FS1030'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FS1030'TOP OF A GRANITE BOULDER LOCATED ON THE NORTHEAST SIDE OF THE
 FS1030'HIGHEST KNOLL SOUTH OF THE STATION, 10 FEET EAST OF A SMALL
 FS1030'CAIRN, 2 FEET NORTH OF A YUCCA TREE, IS STAMPED CYCLOPIC 1947.
 FS1030'
 FS1030'STATION MARKS WERE SET IN 1947 BUT NOT LOCATED UNTIL 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1016 ***********************************************************************
 ET1016  DESIGNATION -  CYPRESS
 ET1016  PID         -  ET1016
 ET1016  STATE/COUNTY-  AZ/YAVAPAI
 ET1016  USGS QUAD   -  BEHM MESA (1986)
 ET1016
 ET1016                         *CURRENT SURVEY CONTROL
 ET1016  ___________________________________________________________________
 ET1016* NAD 83(1992)-  34 40 06.38391(N)    113 01 43.05350(W)     ADJUSTED  
 ET1016* NAVD 88     -      1904.     (meters)    6247.     (feet)  SCALED    
 ET1016  ___________________________________________________________________
 ET1016  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 ET1016  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 ET1016
 ET1016  HORZ ORDER  -  SECOND
 ET1016
 ET1016.The horizontal coordinates were established by classical geodetic methods
 ET1016.and adjusted by the National Geodetic Survey in August 1993..
 ET1016
 ET1016.The orthometric height was scaled from a topographic map.
 ET1016
 ET1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1016
 ET1016.The geoid height was determined by GEOID03.
 ET1016
 ET1016;                    North         East     Units Scale Factor Converg.
 ET1016;SPC AZ C     -   407,357.987   111,451.432   MT  1.00002796   -0 37 57.2
 ET1016;SPC AZ C     - 1,336,476.34    365,654.30   iFT  1.00002796   -0 37 57.2
 ET1016;UTM  12      - 3,838,147.526   314,127.109   MT  1.00002585   -1 09 15.4
 ET1016
 ET1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1016!SPC AZ C     -   0.99970554  x   1.00002796  =   0.99973349
 ET1016!UTM  12      -   0.99970554  x   1.00002585  =   0.99973138
 ET1016
 ET1016                          SUPERSEDED SURVEY CONTROL
 ET1016
 ET1016  NAD 83(1986)-  34 40 06.38309(N)    113 01 43.05886(W) AD(       ) 2
 ET1016  NAD 27      -  34 40 06.30900(N)    113 01 40.37500(W) AD(       ) 2
 ET1016
 ET1016.Superseded values are not recommended for survey control.
 ET1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1016.See file dsdata.txt to determine how the superseded data were derived.
 ET1016
 ET1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1412738148(NAD 83)
 ET1016_MARKER: DD = SURVEY DISK
 ET1016_SETTING: 66 = SET IN ROCK OUTCROP
 ET1016_SP_SET: SET IN BEDROCK
 ET1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1016+STABILITY: POSITION/ELEVATION WELL
 ET1016
 ET1016  HISTORY     - Date     Condition        Report By
 ET1016  HISTORY     - 1944     MONUMENTED       USGS
 ET1016
 ET1016                          STATION DESCRIPTION
 ET1016
 ET1016'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (EHB)
 ET1016'STATION IS LOCATED ABOUT 32 MILES W AND 9 MILES N OF PRESCOTT,
 ET1016'ON THE W ONE OF THE TWO HIGHEST POINTS ON CYPRESS RIDGE.
 ET1016'
 ET1016'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET1016'DISK SET IN BEDROCK AND IS STAMPED CYPRESS 1944.  IT IS 4.372
 ET1016'METERS (14.340 FEET) ESE OF U.S.C. AND G.S. STATION CYPRESS
 ET1016'AND ABOUT 1 FOOT HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1017 ***********************************************************************
 ET1017  DESIGNATION -  CYPRESS
 ET1017  PID         -  ET1017
 ET1017  STATE/COUNTY-  AZ/YAVAPAI
 ET1017  USGS QUAD   -  BEHM MESA (1986)
 ET1017
 ET1017                         *CURRENT SURVEY CONTROL
 ET1017  ___________________________________________________________________
 ET1017* NAD 83(1992)-  34 40 06.51669(N)    113 01 43.11403(W)     ADJUSTED  
 ET1017* NAVD 88     -      1904.0    (meters)    6247.     (feet)  VERTCON   
 ET1017  ___________________________________________________________________
 ET1017  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 ET1017  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 ET1017
 ET1017  HORZ ORDER  -  FIRST
 ET1017
 ET1017.The horizontal coordinates were established by classical geodetic methods
 ET1017.and adjusted by the National Geodetic Survey in August 1993..
 ET1017
 ET1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1017
 ET1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1017
 ET1017.The geoid height was determined by GEOID03.
 ET1017
 ET1017;                    North         East     Units Scale Factor Converg.
 ET1017;SPC AZ C     -   407,362.096   111,449.936   MT  1.00002797   -0 37 57.3
 ET1017;SPC AZ C     - 1,336,489.82    365,649.40   iFT  1.00002797   -0 37 57.3
 ET1017;UTM  12      - 3,838,151.648   314,125.651   MT  1.00002585   -1 09 15.4
 ET1017
 ET1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1017!SPC AZ C     -   0.99970553  x   1.00002797  =   0.99973349
 ET1017!UTM  12      -   0.99970553  x   1.00002585  =   0.99973137
 ET1017
 ET1017:                Primary Azimuth Mark                     Grid Az
 ET1017:SPC AZ C     -  CYPRESS AZ MK                            004 02 41.0
 ET1017:UTM  12      -  CYPRESS AZ MK                            004 33 59.1
 ET1017
 ET1017|---------------------------------------------------------------------|
 ET1017| PID    Reference Object                     Distance      Geod. Az  |
 ET1017|                                                           dddmmss.s |
 ET1017| CH3016 CYPRESS AZ MK                                      0032443.7 |
 ET1017| ET1012 WEATHER BUREAU HOUSE                APPROX.21.1 KM 0283153.9 |
 ET1017| CH3017 CYPRESS RM 1                          2.993 METERS 09949     |
 ET1017| ET1016 CYPRESS                               4.372 METERS 15922     |
 ET1017|---------------------------------------------------------------------|
 ET1017
 ET1017                          SUPERSEDED SURVEY CONTROL
 ET1017
 ET1017  NAD 83(1986)-  34 40 06.51586(N)    113 01 43.11939(W) AD(       ) 1
 ET1017  NAD 27      -  34 40 06.44200(N)    113 01 40.43600(W) AD(       ) 1
 ET1017  NGVD 29 (07/19/86) 1903.1    (m)         6244.     (f) VERT ANG       
 ET1017
 ET1017.Superseded values are not recommended for survey control.
 ET1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1017.See file dsdata.txt to determine how the superseded data were derived.
 ET1017
 ET1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1412638152(NAD 83)
 ET1017_MARKER: DS = TRIANGULATION STATION DISK
 ET1017_SETTING: 66 = SET IN ROCK OUTCROP
 ET1017
 ET1017  HISTORY     - Date     Condition        Report By
 ET1017  HISTORY     - 1944     MONUMENTED       CGS
 ET1017  HISTORY     - 1972     GOOD             AZHD
 ET1017
 ET1017                          STATION DESCRIPTION
 ET1017
 ET1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1017'STATION IS ABOUT 32 MILES W AND 9 MILES N OF PRESCOTT.  IT
 ET1017'IS ON THE W ONE OF THE TWO HIGHEST POINTS ON CYPRESS RIDGE.
 ET1017'
 ET1017'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 ET1017'AND IS STAMPED CYPRESS 1944.
 ET1017'
 ET1017'REFERENCE MARK 1 IS REFERENCE MARK FOR CYPRESS (U.S.G.S.)
 ET1017'AND IS A USGS REFERENCE DISK.  IT IS ABOUT 2 FEET LOWER IN
 ET1017'ELEVATION THAN STATION MARK AND IS STAMPED NO 1.  THE ARROW
 ET1017'POINTS TOWARD THE U.S.G.S. STATION.
 ET1017'
 ET1017'REFERENCE MARK 2 IS STATION CYPRESS (U.S.G.S.)
 ET1017'
 ET1017'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET1017'AND IS STAMPED CYPRESS 1944.
 ET1017'
 ET1017'TO REACH STATION FROM PRESCOTT, FOLLOW THE WALNUT CREEK ROAD
 ET1017'FOR 19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORKS AT A
 ET1017'SIGN C.C.C. CAMP.  KEEP RIGHT AND CONTINUE FOR 4.8 MILES TO
 ET1017'A ROAD LEADING LEFT TOWARD THE YOLO RANCH, TURN LEFT AND FOLLOW
 ET1017'THE MAIN ROAD FOR 15.6 MILES TO A POST OFFICE ON THE RIGHT
 ET1017'SIDE, CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A FORKS AND
 ET1017'SIGNS HILL RANCH AND YOLO RANCH, TAKE THE LEFT FORK AND
 ET1017'CONTINUE FOR 2.9 MILES TO A ROAD LEADING TO THE LEFT.  TURN
 ET1017'LEFT AND CONTINUE FOR 0.9 MILE TO A FORKS (THE RIGHT FORK CAN
 ET1017'BE SEEN TO LEAD TO A SMALL CABIN ABOUT 1/2 MILE AWAY), TAKE
 ET1017'THE LEFT FORK AND FOLLOW TRACK ROAD FOR 5.6 MILES TO A
 ET1017'FENCE AND GATE AT THE FOREST BOUNDARY.  CONTINUE 0.5 MILE,
 ET1017'KEEP RIGHT AND CONTINUE FOR 1.7 MILES TO A CABIN ON THE LEFT.
 ET1017'THIS TAKES ONE DOWN INTO A DEEP VALLEY.  FROM THE CABIN TURN
 ET1017'RIGHT, UPHILL, AND CONTINUE FOR 0.5 MILE TO A SMALL CLEARING,
 ET1017'HERE TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD FOR
 ET1017'0.15 MILE TO LEFT FORK LEADING SHARPLY UPHILL, TURN LEFT
 ET1017'AND CONTINUE FOR 0.4 MILE TO WHERE THE ROAD TURNS SHARPLY
 ET1017'TO THE RIGHT.  THE AZIMUTH MARK IS AT THIS POINT, 140 FEET E
 ET1017'OF ROAD, IN A LARGE BOULDER THAT APPEARS VERY WHITE WHEN
 ET1017'COMPARED TO THE SURROUNDING ROCKS.  A WHITE WITNESS POST IS ON
 ET1017'THE LEFT SIDE OF THE ROAD.  CONTINUE ON THE ROAD FOR 0.8 MILE
 ET1017'TO AN OLD MINE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1017'S TO THE TOP OF THE FIRST RIDGE WHERE STATION CAN BE SEEN
 ET1017'ABOUT A MILE TO THE SE.  FROM THE RIDGE PACK TOWARD THE
 ET1017'STATION AND UP TO THE HIGH ROCKY POINT AND THE STATION.
 ET1017'THE STATION IS NOT ON THE HIGHEST POINT BUT 19 FEET WNW OF
 ET1017'IT.
 ET1017
 ET1017                          STATION RECOVERY (1972)
 ET1017
 ET1017'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1017'GENERAL LOCATION 32 MI W. AND 9 MI N. OF PRESCOTT
 ET1017'
 ET1017'TO REACH AS DESCRIBED
 ET1017'
 ET1017'STATION MARK AS DESCRIBED
 ET1017'
 ET1017'REFERENCE MARKS AS DESCRIBED GOOD CONDITION
 ET1017'
 ET1017'AZIMUTH MARK DID NOT LOOK FOR AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1160 ***********************************************************************
 ES1160  DESIGNATION -  CYPRESS
 ES1160  PID         -  ES1160
 ES1160  STATE/COUNTY-  AZ/YAVAPAI
 ES1160  USGS QUAD   -  CYPRESS BUTTE (1967)
 ES1160
 ES1160                         *CURRENT SURVEY CONTROL
 ES1160  ___________________________________________________________________
 ES1160* NAD 83(1992)-  34 08 17.47258(N)    111 36 46.16649(W)     ADJUSTED  
 ES1160* NAVD 88     -      1681.1    (meters)    5515.     (feet)  VERTCON   
 ES1160  ___________________________________________________________________
 ES1160  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 ES1160  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ES1160
 ES1160  HORZ ORDER  -  THIRD
 ES1160
 ES1160.The horizontal coordinates were established by classical geodetic methods
 ES1160.and adjusted by the National Geodetic Survey in August 1993..
 ES1160
 ES1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1160
 ES1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1160
 ES1160.The geoid height was determined by GEOID03.
 ES1160
 ES1160;                    North         East     Units Scale Factor Converg.
 ES1160;SPC AZ C     -   348,022.200   241,382.148   MT  0.99990968   +0 10 13.9
 ES1160;SPC AZ C     - 1,141,805.12    791,936.18   iFT  0.99990968   +0 10 13.9
 ES1160;UTM  12      - 3,777,647.607   443,498.433   MT  0.99963935   -0 20 38.1
 ES1160
 ES1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1160!SPC AZ C     -   0.99974040  x   0.99990968  =   0.99965010
 ES1160!UTM  12      -   0.99974040  x   0.99963935  =   0.99937984
 ES1160
 ES1160                          SUPERSEDED SURVEY CONTROL
 ES1160
 ES1160  NAD 83(1992)-  34 08 17.46687(N)    111 36 46.17203(W) AD(       ) 3
 ES1160  NGVD 29 (10/09/91) 1680.3    (m)         5513.     (f) VERT ANG       
 ES1160
 ES1160.Superseded values are not recommended for survey control.
 ES1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1160.See file dsdata.txt to determine how the superseded data were derived.
 ES1160
 ES1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4349877648(NAD 83)
 ES1160_MARKER: DD = SURVEY DISK
 ES1160_SETTING: 66 = SET IN ROCK OUTCROP
 ES1160_SP_SET: SET IN ROCK OUTCROP
 ES1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1160+STABILITY: POSITION/ELEVATION WELL
 ES1160
 ES1160  HISTORY     - Date     Condition        Report By
 ES1160  HISTORY     - 1966     MONUMENTED       USGS
 ES1160
 ES1160                          STATION DESCRIPTION
 ES1160
 ES1160'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1160'LOCATED ABOUT 7 MI NE. OF HR RANCH, ABOUT 6 MI E. OF VERDE RIVER,
 ES1160'ABOUT 1 MI S. OF GILA-YAVAPAI COUNTY LINE.  ON TOP KNOWN AS
 ES1160'CYPRESS BUTTE.
 ES1160'
 ES1160'REACHED BY HELICOPTER.
 ES1160'
 ES1160'STATION MARK--STANDARD TABLET STAMPED---VA 5546---, SET IN LARGE
 ES1160'ROCK OUTCROP.
 ES1160'
 ES1160'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0007 ***********************************************************************
 EU0007  DESIGNATION -  D
 EU0007  PID         -  EU0007
 EU0007  STATE/COUNTY-  AZ/MOHAVE
 EU0007  USGS QUAD   -  TOPOCK (1970)
 EU0007
 EU0007                         *CURRENT SURVEY CONTROL
 EU0007  ___________________________________________________________________
 EU0007* NAD 83(1986)-  34 44 12.     (N)    114 23 43.     (W)     SCALED    
 EU0007* NAVD 88     -       215.15   (+/-2cm)     705.9    (feet)  VERTCON   
 EU0007  ___________________________________________________________________
 EU0007  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EU0007
 EU0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0007
 EU0007.The horizontal coordinates were scaled from a topographic map and have
 EU0007.an estimated accuracy of +/- 6 seconds.
 EU0007
 EU0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0007.The vertical order pertains to the NGVD 29 superseded value.
 EU0007
 EU0007.The geoid height was determined by GEOID03.
 EU0007
 EU0007;                    North         East    Units  Estimated Accuracy
 EU0007;SPC AZ W     -   414,570.      154,270.      MT  (+/- 180 meters Scaled)
 EU0007
 EU0007                          SUPERSEDED SURVEY CONTROL
 EU0007
 EU0007  NGVD 29 (??/??/??)  214.491  (m)          703.71   (f) ADJUSTED    1 2
 EU0007
 EU0007.Superseded values are not recommended for survey control.
 EU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0007.See file dsdata.txt to determine how the superseded data were derived.
 EU0007
 EU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU384469(NAD 83)
 EU0007_MARKER: P = PIPE CAP
 EU0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0007_STAMPING: ELEV 703.660 FT
 EU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0007
 EU0007  HISTORY     - Date     Condition        Report By
 EU0007  HISTORY     - UNK      MONUMENTED       CGS
 EU0007  HISTORY     - 1961     GOOD             NGS
 EU0007
 EU0007                          STATION DESCRIPTION
 EU0007
 EU0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0007'5.5 MI E FROM TOPOCK.
 EU0007'ABOUT 5.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0007'RAILWAY FROM THE EAST END OF THE RAILWAY BRIDGE OVER THE COLORADO
 EU0007'RIVER IN TOPOCK, ABOUT 1.1 MILES WEST ALONG THE ATCHISON, TOPEKA
 EU0007'AND SANTE FE RAILWAY FROM THE EAST END OF A SIDING AND A STATION
 EU0007'SIGN POWELL, OPPOSITE MILE POST 560, 65 FEET SOUTH OF THE MILE
 EU0007'POST, 72 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 EU0007'40 FEET SOUTH OF THE CENTER OF A SAND ROAD, ABOUT 3 FEET BELOW
 EU0007'THE LEVEL OF THE TRACK, AND IS A STANDARD CAP STAMPED ELEV.
 EU0007'703.660 FT., AND FASTENED TO THE TOP OF A 3.5 INCH IRON PIPE
 EU0007'PROJECTING 3 INCHES.  NOTE-- IN THE ORIGINAL DESCRIPTION THE MARK
 EU0007'WAS DESCRIBED FROM THE STATION AT POWELL.  THE STATION HAS BEEN
 EU0007'DESTROYED, AT PRESENT THERE IS A STATION SIGN AND A SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0561 ***********************************************************************
 CG0561  DESIGNATION -  D
 CG0561  PID         -  CG0561
 CG0561  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0561  USGS QUAD   -  AMADO (1981)
 CG0561
 CG0561                         *CURRENT SURVEY CONTROL
 CG0561  ___________________________________________________________________
 CG0561* NAD 83(1986)-  31 42 37.     (N)    111 03 51.     (W)     SCALED    
 CG0561* NAVD 88     -       941.009  (meters)    3087.29   (feet)  ADJUSTED  
 CG0561  ___________________________________________________________________
 CG0561  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0561  DYNAMIC HT  -         939.618 (meters)    3082.73  (feet)  COMP
 CG0561  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 CG0561
 CG0561  VERT ORDER  -  FIRST     CLASS II
 CG0561
 CG0561.The horizontal coordinates were scaled from a topographic map and have
 CG0561.an estimated accuracy of +/- 6 seconds.
 CG0561
 CG0561.The orthometric height was determined by differential leveling
 CG0561.and adjusted by the National Geodetic Survey in June 1991..
 CG0561
 CG0561.The geoid height was determined by GEOID03.
 CG0561
 CG0561.The dynamic height is computed by dividing the NAVD 88
 CG0561.geopotential number by the normal gravity value computed on the
 CG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0561.degrees latitude (g = 980.6199 gals.).
 CG0561
 CG0561.The modeled gravity was interpolated from observed gravity values.
 CG0561
 CG0561;                    North         East    Units  Estimated Accuracy
 CG0561;SPC AZ C     -    79,060.      294,160.      MT  (+/- 180 meters Scaled)
 CG0561
 CG0561                          SUPERSEDED SURVEY CONTROL
 CG0561
 CG0561  NGVD 29 (??/??/92)  940.213  (m)         3084.68   (f) ADJ UNCH    1 2
 CG0561
 CG0561.Superseded values are not recommended for survey control.
 CG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0561.See file dsdata.txt to determine how the superseded data were derived.
 CG0561
 CG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939083(NAD 83)
 CG0561_MARKER: DD = SURVEY DISK
 CG0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0561_SP_SET: CULVERT
 CG0561_STAMPING: D 3084.77 1522+56.50 1953
 CG0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0561
 CG0561  HISTORY     - Date     Condition        Report By
 CG0561  HISTORY     - 1953     MONUMENTED       AZHD
 CG0561  HISTORY     - 1959     GOOD             NGS
 CG0561  HISTORY     - 1979     GOOD             USGS
 CG0561  HISTORY     - 1980     GOOD             NGS
 CG0561
 CG0561                          STATION DESCRIPTION
 CG0561
 CG0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0561'0.95 MI S FROM AMADO.
 CG0561'0.95 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0561'AT A CONCRETE BOX CULVERT, 120 FEET SOUTH OF THE CENTER OF THE
 CG0561'DRIVEWAY TO RANCHITO EL CORONEL, 26.7 FEET WEST OF THE CENTER OF THE
 CG0561'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL AND ABOUT 2 FEET
 CG0561'LOWER THAN THE HIGHWAY.
 CG0561
 CG0561                          STATION RECOVERY (1979)
 CG0561
 CG0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0561'ARIVACA JCT. 0.1 MILES SOUTH, THENCE LEFT EAST 0.3 MILES, THENCE
 CG0561'RIGHT SOUTH 1.3 MILES ON EAST FRONTAGE ROAD TO CONCRETE BOX CULVERT,
 CG0561'26.7 FEET WEST OF ROAD, 120 FEET SOUTH OF CENTER OF DRIVEWAY TO
 CG0561'RANCH, CEMENTED IN CENTER OF WEST HEADWALL OF CULVERT. CENTERLINE OF
 CG0561'ROAD IS 2 FEET HIGHER THAN BENCH MARK.
 CG0561
 CG0561                          STATION RECOVERY (1980)
 CG0561
 CG0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0561'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0561'FROM ARIVACA ROAD UNDERPASS AT AMADO, 1.3 KILOMETERS (0.85 MILES)
 CG0561'SOUTH OF SOPORI WASH, 0.2 KILOMETER (0.15 MILE) NORTH OF THE
 CG0561'JUNCTION OF THE EAST FRONTAGE ROAD AND AMADO ROAD LEADING EAST,
 CG0561'SET IN THE TOP AND CENTER OF THE WEST HEADWALL OF A CONCRETE BOX
 CG0561'CULVERT UNDER THE EAST FRONTAGE ROAD, 8.2 METERS (27.0 FEET)
 CG0561'WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0561'THE MARK IS 1.2 M BELOW THE FRONTAGE ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2210 ***********************************************************************
 DU2210  DESIGNATION -  D
 DU2210  PID         -  DU2210
 DU2210  STATE/COUNTY-  AZ/MARICOPA
 DU2210  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2210
 DU2210                         *CURRENT SURVEY CONTROL
 DU2210  ___________________________________________________________________
 DU2210* NAD 83(1992)-  33 32 31.21167(N)    111 53 29.21035(W)     ADJUSTED  
 DU2210* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 DU2210  ___________________________________________________________________
 DU2210  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DU2210  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2210
 DU2210  HORZ ORDER  -  FIRST
 DU2210
 DU2210.The horizontal coordinates were established by classical geodetic methods
 DU2210.and adjusted by the National Geodetic Survey in August 1993..
 DU2210
 DU2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2210
 DU2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2210
 DU2210.The geoid height was determined by GEOID03.
 DU2210
 DU2210;                    North         East     Units Scale Factor Converg.
 DU2210;SPC AZ C     -   281,859.012   215,702.079   MT  0.99990007   +0 00 50.2
 DU2210;SPC AZ C     -   924,734.29    707,683.99   iFT  0.99990007   +0 00 50.2
 DU2210;UTM  12      - 3,711,731.869   417,236.283   MT  0.99968445   -0 29 33.3
 DU2210
 DU2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2210!SPC AZ C     -   0.99994255  x   0.99990007  =   0.99984262
 DU2210!UTM  12      -   0.99994255  x   0.99968445  =   0.99962702
 DU2210
 DU2210|---------------------------------------------------------------------|
 DU2210| PID    Reference Object                     Distance      Geod. Az  |
 DU2210|                                                           dddmmss.s |
 DU2210| CH5052 D RM 1                               21.080 METERS 02343     |
 DU2210| CH5235 T2N R5E SECS 6 7 CC                                1801223.5 |
 DU2210| CH5053 D RM 2                               23.287 METERS 26116     |
 DU2210|---------------------------------------------------------------------|
 DU2210
 DU2210                          SUPERSEDED SURVEY CONTROL
 DU2210
 DU2210  NAD 83(1986)-  33 32 31.20658(N)    111 53 29.21433(W) AD(       ) 1
 DU2210  NAD 27      -  33 32 31.05200(N)    111 53 26.69700(W) AD(       ) 1
 DU2210  NGVD 29 (07/19/86)  395.1    (m)         1296.     (f) VERT ANG       
 DU2210
 DU2210.Superseded values are not recommended for survey control.
 DU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2210.See file dsdata.txt to determine how the superseded data were derived.
 DU2210
 DU2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1723611732(NAD 83)
 DU2210_MARKER: P = PIPE CAP
 DU2210_SETTING: 0 = UNSPECIFIED SETTING
 DU2210
 DU2210  HISTORY     - Date     Condition        Report By
 DU2210  HISTORY     - 1935     MONUMENTED       USGLO
 DU2210  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DU2210
 DU2210                          STATION DESCRIPTION
 DU2210
 DU2210'DESCRIBED BY US GENERAL LAND OFFICE 1935 (EBL)
 DU2210'IN THE SOUTH ONE-SIXTEENTH OF SEC. 6, T. 2 N., R. 5 E., EAST OF A
 DU2210'LONE WINDMILL.  MARKED BY A GENERAL LAND OFFICE PIPE.  REFERENCE
 DU2210'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 21.080
 DU2210'METERS (69.16 FEET) FROM STATION N 23 DEG 43 MIN E.
 DU2210'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, SET IN
 DU2210'THE CONCRETE AROUND THE WELL PIPE AT THE WINDMILL, IS 23.287
 DU2210'METERS (76.40 FEET) FROM STATION S 81 DEG 16 MIN W.
 DU2210'THE AZIMUTH MARK IS A GENERAL LAND OFFICE PIPE MARKING THE
 DU2210'CORNERS OF SECS.  6 AND 7, T. 2 N., R. 5 E., AND ONE-QUARTER
 DU2210'MILE FROM STATION  S 00 DEG 12 MIN W.
 DU2210
 DU2210                          STATION RECOVERY (1947)
 DU2210
 DU2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2210'STATION AND REFERENCE MARKS AT THIS STATION HAVE BEEN COMPLETELY
 DU2210'DESTROYED.  STATION D 2 (GLO) 1947 WAS ESTABLISHED APPROXIMATELY
 DU2210'50 FEET EAST OF THE OLD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1063 ***********************************************************************
 DV1063  DESIGNATION -  D 10
 DV1063  PID         -  DV1063
 DV1063  STATE/COUNTY-  AZ/MARICOPA
 DV1063  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1063
 DV1063                         *CURRENT SURVEY CONTROL
 DV1063  ___________________________________________________________________
 DV1063* NAD 83(1986)-  33 12 46.     (N)    113 00 45.     (W)     SCALED    
 DV1063* NAVD 88     -       292.07   (+/-2cm)     958.2    (feet)  VERTCON   
 DV1063  ___________________________________________________________________
 DV1063  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1063
 DV1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1063
 DV1063.The horizontal coordinates were scaled from a topographic map and have
 DV1063.an estimated accuracy of +/- 6 seconds.
 DV1063
 DV1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1063.The vertical order pertains to the NGVD 29 superseded value.
 DV1063
 DV1063.The geoid height was determined by GEOID03.
 DV1063
 DV1063;                    North         East    Units  Estimated Accuracy
 DV1063;SPC AZ C     -   245,880.      111,210.      MT  (+/- 180 meters Scaled)
 DV1063
 DV1063                          SUPERSEDED SURVEY CONTROL
 DV1063
 DV1063  NGVD 29 (??/??/92)  291.446  (m)          956.19   (f) ADJ UNCH    1 2
 DV1063
 DV1063.Superseded values are not recommended for survey control.
 DV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1063.See file dsdata.txt to determine how the superseded data were derived.
 DV1063
 DV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB124766(NAD 83)
 DV1063_MARKER: DB = BENCH MARK DISK
 DV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1063_STAMPING: 956.186 D 10 1927
 DV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1063+STABILITY: SURFACE MOTION
 DV1063
 DV1063  HISTORY     - Date     Condition        Report By
 DV1063  HISTORY     - 1927     MONUMENTED       CGS
 DV1063
 DV1063                          STATION DESCRIPTION
 DV1063
 DV1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1063'20.6 MI W FROM HASSAYAMPA.
 DV1063'20.6 MILES WEST OF HASSAYAMPA.RR.SWITCH.  BRONZE DISC SET IN STANDARD
 DV1063'CONCRETE MONUMENT 100 FEET NORTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV1063'AND 1 FOOT INSIDE THE RIGHT-OF-WAY FENCE LINE.  1 TELEPHONE POLE WEST
 DV1063'OF MILEPOST 847.  80 FEET WEST OF BRIDGE NO.847 A.  2.7 MILES WEST OF
 DV1063'HARGUA SIDING.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 1 1/2 FEET
 DV1063'BELOW TRACK LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX
 DV1063'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0355 ***********************************************************************
 DU0355  DESIGNATION -  D 102
 DU0355  PID         -  DU0355
 DU0355  STATE/COUNTY-  AZ/GILA
 DU0355  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0355
 DU0355                         *CURRENT SURVEY CONTROL
 DU0355  ___________________________________________________________________
 DU0355* NAD 83(1986)-  33 47 07.     (N)    110 34 11.     (W)     SCALED    
 DU0355* NAVD 88     -      1550.101  (meters)    5085.62   (feet)  ADJUSTED  
 DU0355  ___________________________________________________________________
 DU0355  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DU0355  DYNAMIC HT  -        1547.925 (meters)    5078.48  (feet)  COMP
 DU0355  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 DU0355
 DU0355  VERT ORDER  -  SECOND    CLASS 0
 DU0355
 DU0355.The horizontal coordinates were scaled from a topographic map and have
 DU0355.an estimated accuracy of +/- 6 seconds.
 DU0355
 DU0355.The orthometric height was determined by differential leveling
 DU0355.and adjusted by the National Geodetic Survey in June 1991..
 DU0355
 DU0355.The geoid height was determined by GEOID03.
 DU0355
 DU0355.The dynamic height is computed by dividing the NAVD 88
 DU0355.geopotential number by the normal gravity value computed on the
 DU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0355.degrees latitude (g = 980.6199 gals.).
 DU0355
 DU0355.The modeled gravity was interpolated from observed gravity values.
 DU0355
 DU0355;                    North         East    Units  Estimated Accuracy
 DU0355;SPC AZ E     -   308,910.      176,030.      MT  (+/- 180 meters Scaled)
 DU0355
 DU0355                          SUPERSEDED SURVEY CONTROL
 DU0355
 DU0355  NGVD 29 (??/??/92) 1549.423  (m)         5083.40   (f) ADJ UNCH    2 0
 DU0355
 DU0355.Superseded values are not recommended for survey control.
 DU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0355.See file dsdata.txt to determine how the superseded data were derived.
 DU0355
 DU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC398384(NAD 83)
 DU0355_MARKER: DD = SURVEY DISK
 DU0355_SETTING: 80 = SET IN A BOULDER
 DU0355_SP_SET: BOULDER
 DU0355_STAMPING: D-102 1935
 DU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0355+STABILITY: SURFACE MOTION
 DU0355
 DU0355  HISTORY     - Date     Condition        Report By
 DU0355  HISTORY     - 1935     MONUMENTED       USFS
 DU0355  HISTORY     - 1935     GOOD             NGS
 DU0355
 DU0355                          STATION DESCRIPTION
 DU0355
 DU0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0355'39.8 MI NE FROM GLOBE.
 DU0355'33.5 MI. N.E. OF, ALONG U.S. HWY. NO. 60, THENCE 6.3 MI. N.W. ON ROAD
 DU0355'TO REGAL MINE. ABOUT 100 YDS SOUTH OF THE JUNCTION OF ROAD TO
 DU0355'MONTEZ-CROSS-WAITE CAMP, ON THE SIDE OF A HILL, ABOUT 100 FT.
 DU0355'NORTHEAST OF A BALANCED ROCK, 25 FT. WEST OF THE CENTER LINE OF THE
 DU0355'ROAD AND SET IN A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0485 ***********************************************************************
 ET0485  DESIGNATION -  D 103
 ET0485  PID         -  ET0485
 ET0485  STATE/COUNTY-  AZ/YAVAPAI
 ET0485  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0485
 ET0485                         *CURRENT SURVEY CONTROL
 ET0485  ___________________________________________________________________
 ET0485* NAD 83(1986)-  34 49 21.     (N)    112 52 15.     (W)     SCALED    
 ET0485* NAVD 88     -      1673.424  (meters)    5490.23   (feet)  POSTED    
 ET0485  ___________________________________________________________________
 ET0485  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ET0485  DYNAMIC HT  -        1671.170 (meters)    5482.83  (feet)  COMP
 ET0485  MODELED GRAV-     979,229.0   (mgal)                       NAVD 88
 ET0485
 ET0485  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0485
 ET0485.The horizontal coordinates were scaled from a topographic map and have
 ET0485.an estimated accuracy of +/- 6 seconds.
 ET0485
 ET0485.The orthometric height was determined by differential leveling
 ET0485.and adjusted by the National Geodetic Survey in November 2005..
 ET0485.No vertical observational check was made to the station.
 ET0485.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0485.was located on a no-check spur therefore a value was not computed.
 ET0485
 ET0485.The geoid height was determined by GEOID03.
 ET0485
 ET0485.The dynamic height is computed by dividing the NAVD 88
 ET0485.geopotential number by the normal gravity value computed on the
 ET0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0485.degrees latitude (g = 980.6199 gals.).
 ET0485
 ET0485.The modeled gravity was interpolated from observed gravity values.
 ET0485
 ET0485;                    North         East    Units  Estimated Accuracy
 ET0485;SPC AZ C     -   424,300.      126,080.      MT  (+/- 180 meters Scaled)
 ET0485
 ET0485                          SUPERSEDED SURVEY CONTROL
 ET0485
 ET0485  NGVD 29 (??/??/92) 1672.506  (m)         5487.21   (f) ADJ UNCH    2 0
 ET0485
 ET0485.Superseded values are not recommended for survey control.
 ET0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0485.See file dsdata.txt to determine how the superseded data were derived.
 ET0485
 ET0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD289549(NAD 83)
 ET0485_MARKER: DD = SURVEY DISK
 ET0485_SETTING: 80 = SET IN A BOULDER
 ET0485_SP_SET: BOULDER
 ET0485_STAMPING: D 103 1935
 ET0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0485+STABILITY: SURFACE MOTION
 ET0485
 ET0485  HISTORY     - Date     Condition        Report By
 ET0485  HISTORY     - 1935     MONUMENTED       USFS
 ET0485  HISTORY     - 1935     GOOD             NGS
 ET0485
 ET0485                          STATION DESCRIPTION
 ET0485
 ET0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0485'9.4 MI SE FROM WALNUT CREEK R S.
 ET0485'9.4 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 1.6 M. N. OF
 ET0485'THE JUNCTION OF ROADS AT CAMP WOOD, 0.6 MI. S. OF A CATTLE GUARD
 ET0485'CROSSING ROAD, 0.2 MI. N. OF AN OLD CORRAL ON THE W. SIDE OF ROAD,
 ET0485'ABOUT 200 FT. E. OF THE CENTER LINE OF CREEK, AT THE TOP OF A CREEK,
 ET0485'AT THE TOP OF A RIDGE WHICH A ROAD TRAVELS OVER AND 27 FT. E. OF THE
 ET0485'CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0496 ***********************************************************************
 DU0496  DESIGNATION -  D 107
 DU0496  PID         -  DU0496
 DU0496  STATE/COUNTY-  AZ/PINAL
 DU0496  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0496
 DU0496                         *CURRENT SURVEY CONTROL
 DU0496  ___________________________________________________________________
 DU0496* NAD 83(1986)-  33 22 22.     (N)    111 29 02.     (W)     SCALED    
 DU0496* NAVD 88     -       527.77   (+/-2cm)    1731.5    (feet)  VERTCON   
 DU0496  ___________________________________________________________________
 DU0496  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU0496
 DU0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0496
 DU0496.The horizontal coordinates were scaled from a topographic map and have
 DU0496.an estimated accuracy of +/- 6 seconds.
 DU0496
 DU0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0496.The vertical order pertains to the NGVD 29 superseded value.
 DU0496
 DU0496.The geoid height was determined by GEOID03.
 DU0496
 DU0496;                    North         East    Units  Estimated Accuracy
 DU0496;SPC AZ C     -   263,180.      253,630.      MT  (+/- 180 meters Scaled)
 DU0496
 DU0496                          SUPERSEDED SURVEY CONTROL
 DU0496
 DU0496  NGVD 29 (??/??/92)  527.206  (m)         1729.67   (f) ADJ UNCH    2 0
 DU0496
 DU0496.Superseded values are not recommended for survey control.
 DU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0496.See file dsdata.txt to determine how the superseded data were derived.
 DU0496
 DU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU0496_MARKER: DB = BENCH MARK DISK
 DU0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0496_SP_SET: ABUTMENT
 DU0496_STAMPING: D 107 1935
 DU0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0496
 DU0496  HISTORY     - Date     Condition        Report By
 DU0496  HISTORY     - 1935     MONUMENTED       AZHD
 DU0496  HISTORY     - 1935     GOOD             NGS
 DU0496
 DU0496                          STATION DESCRIPTION
 DU0496
 DU0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0496'4.8 MI SE FROM APACHE JUNCTION.
 DU0496'4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT THE
 DU0496'ANGLE POINT OF A LINE OF HIGH-VOLTAGE STEEL TOWERS, AT A CONCRETE
 DU0496'BRIDGE, AND IN THE TOP OF THE SOUTH WING WALL OF THE WEST ABUTMENT. AN
 DU0496'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0259 ***********************************************************************
 DU0259  DESIGNATION -  D 108
 DU0259  PID         -  DU0259
 DU0259  STATE/COUNTY-  AZ/GILA
 DU0259  USGS QUAD   -  PINAL RANCH (1979)
 DU0259
 DU0259                         *CURRENT SURVEY CONTROL
 DU0259  ___________________________________________________________________
 DU0259* NAD 83(1986)-  33 22 00.     (N)    110 56 26.     (W)     SCALED    
 DU0259* NAVD 88     -      1301.22   (+/-2cm)    4269.1    (feet)  VERTCON   
 DU0259  ___________________________________________________________________
 DU0259  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DU0259
 DU0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0259
 DU0259.The horizontal coordinates were scaled from a topographic map and have
 DU0259.an estimated accuracy of +/- 6 seconds.
 DU0259
 DU0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0259.The vertical order pertains to the NGVD 29 superseded value.
 DU0259
 DU0259.The geoid height was determined by GEOID03.
 DU0259
 DU0259;                    North         East    Units  Estimated Accuracy
 DU0259;SPC AZ E     -   262,680.      141,350.      MT  (+/- 180 meters Scaled)
 DU0259
 DU0259                          SUPERSEDED SURVEY CONTROL
 DU0259
 DU0259  NGVD 29 (??/??/92) 1300.509  (m)         4266.75   (f) ADJ UNCH    2 0
 DU0259
 DU0259.Superseded values are not recommended for survey control.
 DU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0259.See file dsdata.txt to determine how the superseded data were derived.
 DU0259
 DU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB055919(NAD 83)
 DU0259_MARKER: DB = BENCH MARK DISK
 DU0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0259_SP_SET: CATTLE GUARD
 DU0259_STAMPING: D-108 1935
 DU0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0259
 DU0259  HISTORY     - Date     Condition        Report By
 DU0259  HISTORY     - 1935     MONUMENTED       CGS
 DU0259  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0259
 DU0259                          STATION DESCRIPTION
 DU0259
 DU0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0259'5.2 MI SW FROM MIAMI.
 DU0259'5.2 MI S.W. ALONG U.S. HWY NO. 60.  (4.7 MI SW OF BULLION PLAZA
 DU0259'SCHOOL).  AT THE JUNCTION OF THE ROAD TO THE J.K. RANCH, ON THE
 DU0259'NORTHEAST HEADWALL OF THE CATTLE GUARD.
 DU0259
 DU0259                          STATION RECOVERY (2006)
 DU0259
 DU0259'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0259'MARK NOT FOUND.  NEW CATTLE GUARD AND CONCRETE SUPPORTS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0373 ***********************************************************************
 DA0373  DESIGNATION -  D 109
 DA0373  PID         -  DA0373
 DA0373  STATE/COUNTY-  AZ/PIMA
 DA0373  USGS QUAD   -  AJO SOUTH (1990)
 DA0373
 DA0373                         *CURRENT SURVEY CONTROL
 DA0373  ___________________________________________________________________
 DA0373* NAD 83(1986)-  32 20 14.     (N)    112 51 03.     (W)     SCALED    
 DA0373* NAVD 88     -       549.45   (+/-2cm)    1802.7    (feet)  VERTCON   
 DA0373  ___________________________________________________________________
 DA0373  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0373
 DA0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0373
 DA0373.The horizontal coordinates were scaled from a topographic map and have
 DA0373.an estimated accuracy of +/- 6 seconds.
 DA0373
 DA0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0373.The vertical order pertains to the NGVD 29 superseded value.
 DA0373
 DA0373.The geoid height was determined by GEOID03.
 DA0373
 DA0373;                    North         East    Units  Estimated Accuracy
 DA0373;SPC AZ C     -   148,640.      125,420.      MT  (+/- 180 meters Scaled)
 DA0373
 DA0373                          SUPERSEDED SURVEY CONTROL
 DA0373
 DA0373  NGVD 29 (??/??/92)  548.744  (m)         1800.34   (f) ADJ UNCH    2 0
 DA0373
 DA0373.Superseded values are not recommended for survey control.
 DA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0373.See file dsdata.txt to determine how the superseded data were derived.
 DA0373
 DA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA258793(NAD 83)
 DA0373_MARKER: DB = BENCH MARK DISK
 DA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0373_STAMPING: D 109 1935
 DA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0373+STABILITY: SURFACE MOTION
 DA0373
 DA0373  HISTORY     - Date     Condition        Report By
 DA0373  HISTORY     - 1935     MONUMENTED       CGS
 DA0373  HISTORY     - 1952     GOOD             NGS
 DA0373
 DA0373                          STATION DESCRIPTION
 DA0373
 DA0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0373'4 MI S FROM AJO.
 DA0373'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0373'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0373'ALONG HIGHWAY 86, THENCE 1.95 MILES SOUTHWEST AND SOUTH ALONG DERBY
 DA0373'WELLS ROAD, 0.1 MILE SOUTHWEST OF A Y JUNCTION OF OLD DARBY WELLS
 DA0373'ROAD, AND THE NEW ROAD, AT DARBY WELLS, 90.6 FEET WEST OF THE DARBY
 DA0373'WELLS WINDMILL FROM THE SOUTHWEST LEG, 75 FEET SOUTH OF THE CENTER
 DA0373'LINE OF THE ROAD, 4.9 FEET NORTHWEST OF A FENCE LINE, 2.2 FEET NORTH
 DA0373'OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0373'FOOT, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0021 ***********************************************************************
 EU0021  DESIGNATION -  D 11
 EU0021  PID         -  EU0021
 EU0021  STATE/COUNTY-  AZ/MOHAVE
 EU0021  USGS QUAD   -  YUCCA SE (1970)
 EU0021
 EU0021                         *CURRENT SURVEY CONTROL
 EU0021  ___________________________________________________________________
 EU0021* NAD 83(1986)-  34 49 30.     (N)    114 04 30.     (W)     SCALED    
 EU0021* NAVD 88     -       673.924  (meters)    2211.03   (feet)  ADJUSTED  
 EU0021  ___________________________________________________________________
 EU0021  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EU0021  DYNAMIC HT  -         673.160 (meters)    2208.53  (feet)  COMP
 EU0021  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 EU0021
 EU0021  VERT ORDER  -  FIRST     CLASS II
 EU0021
 EU0021.The horizontal coordinates were scaled from a topographic map and have
 EU0021.an estimated accuracy of +/- 6 seconds.
 EU0021
 EU0021.The orthometric height was determined by differential leveling
 EU0021.and adjusted by the National Geodetic Survey in June 1991..
 EU0021
 EU0021.The geoid height was determined by GEOID03.
 EU0021
 EU0021.The dynamic height is computed by dividing the NAVD 88
 EU0021.geopotential number by the normal gravity value computed on the
 EU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0021.degrees latitude (g = 980.6199 gals.).
 EU0021
 EU0021.The modeled gravity was interpolated from observed gravity values.
 EU0021
 EU0021;                    North         East    Units  Estimated Accuracy
 EU0021;SPC AZ W     -   424,220.      183,630.      MT  (+/- 180 meters Scaled)
 EU0021
 EU0021                          SUPERSEDED SURVEY CONTROL
 EU0021
 EU0021  NGVD 29 (??/??/??)  673.184  (m)         2208.60   (f) ADJUSTED    1 2
 EU0021
 EU0021.Superseded values are not recommended for survey control.
 EU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0021.See file dsdata.txt to determine how the superseded data were derived.
 EU0021
 EU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU675575(NAD 83)
 EU0021_MARKER: DB = BENCH MARK DISK
 EU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0021_STAMPING: 2208.604 D 11 1927
 EU0021_MARK LOGO: CGS   
 EU0021_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0021+STABILITY: SURFACE MOTION
 EU0021
 EU0021  HISTORY     - Date     Condition        Report By
 EU0021  HISTORY     - 1927     MONUMENTED       CGS
 EU0021  HISTORY     - 1934     GOOD             NGS
 EU0021  HISTORY     - 1981     GOOD             NGS
 EU0021
 EU0021                          STATION DESCRIPTION
 EU0021
 EU0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0021'5.7 MI SE FROM YUCCA.
 EU0021'5.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0021'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 23 FEET SOUTHWEST OF
 EU0021'THE CENTERLINE OF THE ROAD, 9-1/2 FEET SOUTH OF A ROW OF POLES,
 EU0021'AND 24 FEET WEST OF AN IRON POLE ON WHICH ARE PAINTED TWO WHITE
 EU0021'BANDS.  A STANDARD DISK, STAMPED 2208.604 D 11 1927 AND SET IN
 EU0021'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EU0021
 EU0021                          STATION RECOVERY (1934)
 EU0021
 EU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EU0021'RECOVERED IN GOOD CONDITION.
 EU0021
 EU0021                          STATION RECOVERY (1981)
 EU0021
 EU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0021'9.55 KM (5.95 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0021'INTERSTATE HIGHWAY 40 IN YUCCA, 0.2 KM (0.1 MI) NORTHWEST OF THE
 EU0021'JUNCTION OF RILLTIO ROAD, 10.1 METERS (33.0 FT) SOUTHWEST OF THE
 EU0021'CENTERLINE OF ALAMO ROAD, 36.3 METERS (119 FT) SOUTHEAST OF THE
 EU0021'CENTERLINE OF A SMALL WASH, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 EU0021'CENTERLINE OF A SMALL WASH.
 EU0021'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0021'THE MARK IS 0.6 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0436 ***********************************************************************
 DA0436  DESIGNATION -  D 110
 DA0436  PID         -  DA0436
 DA0436  STATE/COUNTY-  AZ/PIMA
 DA0436  USGS QUAD   -  KINO PEAK (1990)
 DA0436
 DA0436                         *CURRENT SURVEY CONTROL
 DA0436  ___________________________________________________________________
 DA0436* NAD 83(1986)-  32 04 38.     (N)    112 52 59.     (W)     SCALED    
 DA0436* NAVD 88     -       484.88   (+/-2cm)    1590.8    (feet)  VERTCON   
 DA0436  ___________________________________________________________________
 DA0436  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DA0436
 DA0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0436
 DA0436.The horizontal coordinates were scaled from a topographic map and have
 DA0436.an estimated accuracy of +/- 6 seconds.
 DA0436
 DA0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0436.The vertical order pertains to the NGVD 29 superseded value.
 DA0436
 DA0436.The geoid height was determined by GEOID03.
 DA0436
 DA0436;                    North         East    Units  Estimated Accuracy
 DA0436;SPC AZ C     -   119,840.      122,130.      MT  (+/- 180 meters Scaled)
 DA0436
 DA0436                          SUPERSEDED SURVEY CONTROL
 DA0436
 DA0436  NGVD 29 (??/??/92)  484.158  (m)         1588.44   (f) ADJ UNCH    2 0
 DA0436
 DA0436.Superseded values are not recommended for survey control.
 DA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0436.See file dsdata.txt to determine how the superseded data were derived.
 DA0436
 DA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA222505(NAD 83)
 DA0436_MARKER: DB = BENCH MARK DISK
 DA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0436_STAMPING: D 110 1935
 DA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0436+STABILITY: SURFACE MOTION
 DA0436
 DA0436  HISTORY     - Date     Condition        Report By
 DA0436  HISTORY     - 1935     MONUMENTED       CGS
 DA0436  HISTORY     - 1952     GOOD             NGS
 DA0436
 DA0436                          STATION DESCRIPTION
 DA0436
 DA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0436'29.85 MI NW FROM LUKEVILLE.
 DA0436'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0436'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0436'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0436'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0436'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0436'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AT AN
 DA0436'INTERSECTION OF ROADS TO, DRIPPING SPRINGS, GROWLER CANYON, AND
 DA0436'QUITOVOQUITO ROAD, LINE TURNS NORTHEAST AT THIS MARK, 46 1/2 FEET WEST
 DA0436'ACROSS THE ROAD LEADING TO GROWLER CANYON FROM THE CENTER LINE OF THE
 DA0436'OLD ROAD LEADING TO DRIPPING SPRINGS, 29 1/2 FEET WEST OF THE CENTER
 DA0436'LINE OF THE ROAD LEADING TO GROWLER CANYON, 1.9 FEET NORTH OF THE
 DA0436'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 DA0436'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0087 ***********************************************************************
 CH0087  DESIGNATION -  D 111
 CH0087  PID         -  CH0087
 CH0087  STATE/COUNTY-  AZ/PIMA
 CH0087  USGS QUAD   -  LUKEVILLE (1988)
 CH0087
 CH0087                         *CURRENT SURVEY CONTROL
 CH0087  ___________________________________________________________________
 CH0087* NAD 83(1986)-  31 52 48.     (N)    112 49 04.     (W)     SCALED    
 CH0087* NAVD 88     -       424.280  (meters)    1391.99   (feet)  ADJUSTED  
 CH0087  ___________________________________________________________________
 CH0087  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0087  DYNAMIC HT  -         423.728 (meters)    1390.18  (feet)  COMP
 CH0087  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 CH0087
 CH0087  VERT ORDER  -  FIRST     CLASS II
 CH0087
 CH0087.The horizontal coordinates were scaled from a topographic map and have
 CH0087.an estimated accuracy of +/- 6 seconds.
 CH0087
 CH0087.The orthometric height was determined by differential leveling
 CH0087.and adjusted by the National Geodetic Survey in June 1991..
 CH0087
 CH0087.The geoid height was determined by GEOID03.
 CH0087
 CH0087.The dynamic height is computed by dividing the NAVD 88
 CH0087.geopotential number by the normal gravity value computed on the
 CH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0087.degrees latitude (g = 980.6199 gals.).
 CH0087
 CH0087.The modeled gravity was interpolated from observed gravity values.
 CH0087
 CH0087;                    North         East    Units  Estimated Accuracy
 CH0087;SPC AZ C     -    97,920.      128,110.      MT  (+/- 180 meters Scaled)
 CH0087
 CH0087                          SUPERSEDED SURVEY CONTROL
 CH0087
 CH0087  NGVD 29 (??/??/92)  423.528  (m)         1389.52   (f) ADJ UNCH    1 2
 CH0087
 CH0087.Superseded values are not recommended for survey control.
 CH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0087.See file dsdata.txt to determine how the superseded data were derived.
 CH0087
 CH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA280285(NAD 83)
 CH0087_MARKER: DB = BENCH MARK DISK
 CH0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0087_STAMPING: D 111 1935
 CH0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0087+STABILITY: SURFACE MOTION
 CH0087
 CH0087  HISTORY     - Date     Condition        Report By
 CH0087  HISTORY     - 1935     MONUMENTED       CGS
 CH0087  HISTORY     - 1953     GOOD             NGS
 CH0087  HISTORY     - 1981     GOOD             NGS
 CH0087
 CH0087                          STATION DESCRIPTION
 CH0087
 CH0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0087'IN LUKEVILLE.
 CH0087'AT LUKEVILLE AND AT THE UNITED STATES AND MEXICAN INTERNATIONAL
 CH0087'BOUNDARY LINE, IN LINE WITH THE BOUNDRY FENCE, AND ABOUT 2 MILES
 CH0087'NORTHEAST OF SONOYTA MEXICO, 113.2 FEET SOUTHWEST OF THE U. S. CUSTOMS
 CH0087'HOUSE FROM THE WEST CORNER OF THE BUILDING, 70.6 FEET NORTH OF THE
 CH0087'MEXICAN CUSTOMS HOUSE FROM THE NORTHWEST CORNER OF THE BUILDING,
 CH0087'20-1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND CENTER OF
 CH0087'THE GATE IN THE U. S. - MEXICAN FENCE LINE, 1.5 FEET SOUTH OF THE
 CH0087'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CH0087'POST PROJECTING 0.1 FEET.
 CH0087
 CH0087                          STATION RECOVERY (1981)
 CH0087
 CH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0708 ***********************************************************************
 CZ0708  DESIGNATION -  D 112 RESET
 CZ0708  PID         -  CZ0708
 CZ0708  STATE/COUNTY-  AZ/PIMA
 CZ0708  USGS QUAD   -  JAYNES (1992)
 CZ0708
 CZ0708                         *CURRENT SURVEY CONTROL
 CZ0708  ___________________________________________________________________
 CZ0708* NAD 83(1986)-  32 20 15.     (N)    111 06 25.     (W)     SCALED    
 CZ0708* NAVD 88     -       683.06   (+/-2cm)    2241.0    (feet)  VERTCON   
 CZ0708  ___________________________________________________________________
 CZ0708  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0708
 CZ0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0708
 CZ0708.The horizontal coordinates were scaled from a topographic map and have
 CZ0708.an estimated accuracy of +/- 6 seconds.
 CZ0708
 CZ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0708.The vertical order pertains to the NGVD 29 superseded value.
 CZ0708
 CZ0708.The geoid height was determined by GEOID03.
 CZ0708
 CZ0708;                    North         East    Units  Estimated Accuracy
 CZ0708;SPC AZ C     -   148,580.      289,590.      MT  (+/- 180 meters Scaled)
 CZ0708
 CZ0708                          SUPERSEDED SURVEY CONTROL
 CZ0708
 CZ0708  NGVD 29 (??/??/92)  682.408  (m)         2238.87   (f) ADJ UNCH    2 0
 CZ0708
 CZ0708.Superseded values are not recommended for survey control.
 CZ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0708.See file dsdata.txt to determine how the superseded data were derived.
 CZ0708
 CZ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA899778(NAD 83)
 CZ0708_MARKER: DB = BENCH MARK DISK
 CZ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0708_STAMPING: D 112 1935 RESET 1951
 CZ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0708+STABILITY: SURFACE MOTION
 CZ0708
 CZ0708  HISTORY     - Date     Condition        Report By
 CZ0708  HISTORY     - 1951     MONUMENTED       CGS
 CZ0708  HISTORY     - 20060405 MARK NOT FOUND   NGS
 CZ0708
 CZ0708                          STATION DESCRIPTION
 CZ0708
 CZ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0708'1.75 MI SW FROM CORTARO.
 CZ0708'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0708'CORTARO, 82 FEET EAST OF THE CENTER OF A Y JUNCTION OF CORTARO ROAD
 CZ0708'AND A GRAVEL ROAD LEADING EAST, 46 1/2 FEET NORTH OF THE CENTER LINE
 CZ0708'OF THE GRAVEL ROAD, 43 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0708'ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN
 CZ0708'CORTARO ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0708'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS REMOVED AND RESET 1 MILE
 CZ0708'WEST OF ITS ORIGINAL LOCATION.
 CZ0708
 CZ0708                          STATION RECOVERY (2006)
 CZ0708
 CZ0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0708'MARK WOULD BE AT CORNER OF CORTARO AND W INA ROAD (BOTH PAVED).  AREA
 CZ0708'HAS BEEN RE-GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0842 ***********************************************************************
 CZ0842  DESIGNATION -  D 113
 CZ0842  PID         -  CZ0842
 CZ0842  STATE/COUNTY-  AZ/PIMA
 CZ0842  USGS QUAD   -  THREE POINTS (1992)
 CZ0842
 CZ0842                         *CURRENT SURVEY CONTROL
 CZ0842  ___________________________________________________________________
 CZ0842* NAD 83(1986)-  32 00 44.     (N)    111 21 12.     (W)     SCALED    
 CZ0842* NAVD 88     -       836.39   (+/-2cm)    2744.1    (feet)  VERTCON   
 CZ0842  ___________________________________________________________________
 CZ0842  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0842
 CZ0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0842
 CZ0842.The horizontal coordinates were scaled from a topographic map and have
 CZ0842.an estimated accuracy of +/- 6 seconds.
 CZ0842
 CZ0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0842.The vertical order pertains to the NGVD 29 superseded value.
 CZ0842
 CZ0842.The geoid height was determined by GEOID03.
 CZ0842
 CZ0842;                    North         East    Units  Estimated Accuracy
 CZ0842;SPC AZ C     -   112,360.      266,580.      MT  (+/- 180 meters Scaled)
 CZ0842
 CZ0842                          SUPERSEDED SURVEY CONTROL
 CZ0842
 CZ0842  NGVD 29 (??/??/92)  835.677  (m)         2741.72   (f) ADJ UNCH    2 0
 CZ0842
 CZ0842.Superseded values are not recommended for survey control.
 CZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0842.See file dsdata.txt to determine how the superseded data were derived.
 CZ0842
 CZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA666418(NAD 83)
 CZ0842_MARKER: DB = BENCH MARK DISK
 CZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0842_STAMPING: D 113 1935
 CZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0842+STABILITY: SURFACE MOTION
 CZ0842
 CZ0842  HISTORY     - Date     Condition        Report By
 CZ0842  HISTORY     - 1935     MONUMENTED       CGS
 CZ0842  HISTORY     - 1951     GOOD             NGS
 CZ0842  HISTORY     - 1962     GOOD             NGS
 CZ0842  HISTORY     - 1974     POOR             USGS
 CZ0842
 CZ0842                          STATION DESCRIPTION
 CZ0842
 CZ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0842'5.25 MI S FROM THREE POINTS.
 CZ0842'5.25 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CZ0842'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE AT A T JUNCTION OF THE
 CZ0842'MAIN ROAD AND A TRACK ROAD LEADING SOUTHEAST, 94 FEET NORTH EAST OF
 CZ0842'THE CENTER OF THE T JUNCTION OF THE MAIN ROAD AND ROAD LEADING
 CZ0842'SOUTHEAST, 98 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD
 CZ0842'LEADING SOUTHEAST, AND ABOUT 75 FEET NORTHWEST OF A POWER LINES, 52
 CZ0842'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD LEADING SOUTH
 CZ0842'TO SASABE, 2.6 FEET SOUTH OF THE WITNESS POST, AND SET IN THE TOP OF A
 CZ0842'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0842
 CZ0842                          STATION RECOVERY (1962)
 CZ0842
 CZ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0842'RECOVERED IN GOOD CONDITION.
 CZ0842
 CZ0842                          STATION RECOVERY (1974)
 CZ0842
 CZ0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0842'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0846 ***********************************************************************
 CZ0846  DESIGNATION -  D 114
 CZ0846  PID         -  CZ0846
 CZ0846  STATE/COUNTY-  AZ/PIMA
 CZ0846  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0846
 CZ0846                         *CURRENT SURVEY CONTROL
 CZ0846  ___________________________________________________________________
 CZ0846* NAD 83(1986)-  32 05 17.     (N)    111 01 30.     (W)     SCALED    
 CZ0846* NAVD 88     -       792.90   (+/-2cm)    2601.4    (feet)  VERTCON   
 CZ0846  ___________________________________________________________________
 CZ0846  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0846
 CZ0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0846
 CZ0846.The horizontal coordinates were scaled from a topographic map and have
 CZ0846.an estimated accuracy of +/- 6 seconds.
 CZ0846
 CZ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0846.The vertical order pertains to the NGVD 29 superseded value.
 CZ0846
 CZ0846.The geoid height was determined by GEOID03.
 CZ0846
 CZ0846;                    North         East    Units  Estimated Accuracy
 CZ0846;SPC AZ C     -   120,980.      297,530.      MT  (+/- 180 meters Scaled)
 CZ0846
 CZ0846                          SUPERSEDED SURVEY CONTROL
 CZ0846
 CZ0846  NGVD 29 (??/??/92)  792.234  (m)         2599.19   (f) ADJ UNCH    2 0
 CZ0846
 CZ0846.Superseded values are not recommended for survey control.
 CZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0846.See file dsdata.txt to determine how the superseded data were derived.
 CZ0846
 CZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA976501(NAD 83)
 CZ0846_MARKER: DB = BENCH MARK DISK
 CZ0846_SETTING: 0 = UNSPECIFIED SETTING
 CZ0846_STAMPING: D 114 1935
 CZ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0846
 CZ0846  HISTORY     - Date     Condition        Report By
 CZ0846  HISTORY     - 1935     MONUMENTED       CGS
 CZ0846  HISTORY     - 1966     GOOD             USGS
 CZ0846  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0846
 CZ0846                          STATION DESCRIPTION
 CZ0846
 CZ0846'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0846'4.2 MI S FROM TUCSON.
 CZ0846'2.5 MILES WEST ALONG THE AJO HWY. FROM THE U.S. VETERANS HOSPITAL,
 CZ0846'THEN SOUTH 6.4 MILES ALONG MISSION ROAD.  0.2 MILES SOUTH OF A CATTLE
 CZ0846'GARD, 500 FEET NORTH OF A JUNCTION OF A ROAD LEADING SOUTHEAST, 100
 CZ0846'FEET EAST OF THE FOOT OF A LARGE HILL, AND ONE FOOT EAST OF A FENCE
 CZ0846'LINE.
 CZ0846
 CZ0846                          STATION RECOVERY (2006)
 CZ0846
 CZ0846'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0846'MARK NOT FOUND. LARGE HILL APPROX 150 YARDS FROM DESCRIBED LOCATION,
 CZ0846'NOT 100 FEET AS NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0481 ***********************************************************************
 CG0481  DESIGNATION -  D 115
 CG0481  PID         -  CG0481
 CG0481  STATE/COUNTY-  AZ/PIMA
 CG0481  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0481
 CG0481                         *CURRENT SURVEY CONTROL
 CG0481  ___________________________________________________________________
 CG0481* NAD 83(1986)-  31 58 53.     (N)    111 10 17.     (W)     SCALED    
 CG0481* NAVD 88     -      1169.57   (+/-2cm)    3837.2    (feet)  VERTCON   
 CG0481  ___________________________________________________________________
 CG0481  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0481
 CG0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0481
 CG0481.The horizontal coordinates were scaled from a topographic map and have
 CG0481.an estimated accuracy of +/- 6 seconds.
 CG0481
 CG0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0481.The vertical order pertains to the NGVD 29 superseded value.
 CG0481
 CG0481.The geoid height was determined by GEOID03.
 CG0481
 CG0481;                    North         East    Units  Estimated Accuracy
 CG0481;SPC AZ C     -   109,050.      283,790.      MT  (+/- 180 meters Scaled)
 CG0481
 CG0481                          SUPERSEDED SURVEY CONTROL
 CG0481
 CG0481  NGVD 29 (??/??/92) 1168.782  (m)         3834.58   (f) ADJ UNCH    2 0
 CG0481
 CG0481.Superseded values are not recommended for survey control.
 CG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0481.See file dsdata.txt to determine how the superseded data were derived.
 CG0481
 CG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA838383(NAD 83)
 CG0481_MARKER: DB = BENCH MARK DISK
 CG0481_SETTING: 80 = SET IN A BOULDER
 CG0481_SP_SET: BOULDER
 CG0481_STAMPING: D 115 1935
 CG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0481+STABILITY: SURFACE MOTION
 CG0481
 CG0481  HISTORY     - Date     Condition        Report By
 CG0481  HISTORY     - 1935     MONUMENTED       CGS
 CG0481  HISTORY     - 1976     GOOD             USGS
 CG0481
 CG0481                          STATION DESCRIPTION
 CG0481
 CG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0481'0.7 MI N FROM SAN XAVIER.
 CG0481'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 5.6 MILES
 CG0481'SOUTHWEST ALONG THE SOTO RANCH ROAD.  1.6 MILES WEST OF AN ADOBE RANCH
 CG0481'HOUSE, 400 FEET WEST OF A WASH, 120 FEET SOUTH OF THE CENTERLINE OF
 CG0481'THE ROAD, AND IN THE TOP OF THE EAST ONE OF THREE PROMINENT BOULDERS.
 CG0481'A STANDARD DISK, STAMPED D 115 1935.
 CG0481
 CG0481                          STATION RECOVERY (1976)
 CG0481
 CG0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0481'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN LEFT,
 CG0481'W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT, CONTINUE
 CG0481'WEST 1.0 MI TO T-RD. TURN LEFT S. 0.6 MI TO RANCH AND ROAD FORK. BEAR
 CG0481'RIGHT, NW. 2.2 MI TO DOUBLE-WOOD POLE TRANSMISSION LINE. TURN RIGHT,
 CG0481'NW ALONG RD. 0.8 MILE. 280 FT SE. OF WASH. 95 FT NE. CENTERLINE ROAD
 CG0481'AND TRANSMISSION LINE. SET IN TOP OF THE EAST ONE OF THREE PROMINENT
 CG0481'BOULDERS. A STANDARD DISK STAMPED D 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0664 ***********************************************************************
 FS0664  DESIGNATION -  D 116
 FS0664  PID         -  FS0664
 FS0664  STATE/COUNTY-  AZ/MOHAVE
 FS0664  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0664
 FS0664                         *CURRENT SURVEY CONTROL
 FS0664  ___________________________________________________________________
 FS0664* NAD 83(1986)-  35 28 56.     (N)    114 35 57.     (W)     SCALED    
 FS0664* NAVD 88     -       374.948  (meters)    1230.14   (feet)  POSTED    
 FS0664  ___________________________________________________________________
 FS0664  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FS0664  DYNAMIC HT  -         374.560 (meters)    1228.87  (feet)  COMP
 FS0664  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 FS0664
 FS0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0664
 FS0664.The horizontal coordinates were scaled from a topographic map and have
 FS0664.an estimated accuracy of +/- 6 seconds.
 FS0664
 FS0664.The orthometric height was determined by differential leveling
 FS0664.and adjusted by the National Geodetic Survey in 1992..
 FS0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0664.rate of 0.0 thru 1.0 mm/km.
 FS0664
 FS0664.The geoid height was determined by GEOID03.
 FS0664
 FS0664.The dynamic height is computed by dividing the NAVD 88
 FS0664.geopotential number by the normal gravity value computed on the
 FS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0664.degrees latitude (g = 980.6199 gals.).
 FS0664
 FS0664.The modeled gravity was interpolated from observed gravity values.
 FS0664
 FS0664;                    North         East    Units  Estimated Accuracy
 FS0664;SPC AZ W     -   497,420.      136,300.      MT  (+/- 180 meters Scaled)
 FS0664
 FS0664                          SUPERSEDED SURVEY CONTROL
 FS0664
 FS0664  NGVD 29 (??/??/92)  374.229  (m)         1227.78   (f) ADJ UNCH    1 2
 FS0664
 FS0664.Superseded values are not recommended for survey control.
 FS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0664.See file dsdata.txt to determine how the superseded data were derived.
 FS0664
 FS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV178291(NAD 83)
 FS0664_MARKER: DB = BENCH MARK DISK
 FS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0664_STAMPING: D 116 1935
 FS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0664+STABILITY: SURFACE MOTION
 FS0664
 FS0664  HISTORY     - Date     Condition        Report By
 FS0664  HISTORY     - 1935     MONUMENTED       CGS
 FS0664  HISTORY     - 1950     GOOD             NGS
 FS0664
 FS0664                          STATION DESCRIPTION
 FS0664
 FS0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0664'24.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0664'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0664'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 16.8 MILES WEST
 FS0664'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 55 FEET
 FS0664'NORTHWEST OF THE APPROXIMATE CENTER OF A WASH, 39 FEET SOUTHEAST OF
 FS0664'THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST,
 FS0664'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0664'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0510 ***********************************************************************
 CG0510  DESIGNATION -  D 117
 CG0510  PID         -  CG0510
 CG0510  STATE/COUNTY-  AZ/PIMA
 CG0510  USGS QUAD   -  SAUCITO MTN (1981)
 CG0510
 CG0510                         *CURRENT SURVEY CONTROL
 CG0510  ___________________________________________________________________
 CG0510* NAD 83(1986)-  31 42 25.     (N)    111 10 38.     (W)     SCALED    
 CG0510* NAVD 88     -      1024.07   (+/-2cm)    3359.8    (feet)  VERTCON   
 CG0510  ___________________________________________________________________
 CG0510  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG0510
 CG0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0510
 CG0510.The horizontal coordinates were scaled from a topographic map and have
 CG0510.an estimated accuracy of +/- 6 seconds.
 CG0510
 CG0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0510.The vertical order pertains to the NGVD 29 superseded value.
 CG0510
 CG0510.The geoid height was determined by GEOID03.
 CG0510
 CG0510;                    North         East    Units  Estimated Accuracy
 CG0510;SPC AZ C     -    78,610.      283,450.      MT  (+/- 180 meters Scaled)
 CG0510
 CG0510                          SUPERSEDED SURVEY CONTROL
 CG0510
 CG0510  NGVD 29 (??/??/92) 1023.260  (m)         3357.15   (f) ADJ UNCH    2 0
 CG0510
 CG0510.Superseded values are not recommended for survey control.
 CG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0510.See file dsdata.txt to determine how the superseded data were derived.
 CG0510
 CG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA832079(NAD 83)
 CG0510_MARKER: DB = BENCH MARK DISK
 CG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0510_STAMPING: D 117 1935
 CG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0510+STABILITY: SURFACE MOTION
 CG0510
 CG0510  HISTORY     - Date     Condition        Report By
 CG0510  HISTORY     - 1935     MONUMENTED       CGS
 CG0510  HISTORY     - 1952     GOOD             NGS
 CG0510  HISTORY     - 20010331 GOOD             NGS
 CG0510
 CG0510                          STATION DESCRIPTION
 CG0510
 CG0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0510'7.5 MI SW FROM ARIVACA JUNCTION.
 CG0510'7.5 MILES SOUTHWEST ALONG THE ARIZACA ROAD FROM THE JUNCTION WITH U.
 CG0510'S. HIGHWAY 89 AT ARIVACA JUNCTION, 0.7 MILE NORTHEAST FROM A SCHOOL,
 CG0510'ABOUT 100 YARDS EAST OF A LARGE WASH, IN A SMALL CLEARING, 45 FEET
 CG0510'SOUTHEAST OF THE CENTER LINE OF ARIVACA ROAD, AND ABOUT LEVEL WITH THE
 CG0510'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0510
 CG0510                          STATION RECOVERY (2001)
 CG0510
 CG0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0510'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0617 ***********************************************************************
 CG0617  DESIGNATION -  D 118
 CG0617  PID         -  CG0617
 CG0617  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0617  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0617
 CG0617                         *CURRENT SURVEY CONTROL
 CG0617  ___________________________________________________________________
 CG0617* NAD 83(1986)-  31 25 47.     (N)    111 00 10.     (W)     SCALED    
 CG0617* NAVD 88     -      1104.03   (+/-2cm)    3622.1    (feet)  VERTCON   
 CG0617  ___________________________________________________________________
 CG0617  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0617
 CG0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0617
 CG0617.The horizontal coordinates were scaled from a topographic map and have
 CG0617.an estimated accuracy of +/- 6 seconds.
 CG0617
 CG0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0617.The vertical order pertains to the NGVD 29 superseded value.
 CG0617
 CG0617.The geoid height was determined by GEOID03.
 CG0617
 CG0617;                    North         East    Units  Estimated Accuracy
 CG0617;SPC AZ C     -    48,000.      300,240.      MT  (+/- 180 meters Scaled)
 CG0617
 CG0617                          SUPERSEDED SURVEY CONTROL
 CG0617
 CG0617  NGVD 29 (??/??/92) 1103.154  (m)         3619.26   (f) ADJ UNCH    2 0
 CG0617
 CG0617.Superseded values are not recommended for survey control.
 CG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0617.See file dsdata.txt to determine how the superseded data were derived.
 CG0617
 CG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV997772(NAD 83)
 CG0617_MARKER: DB = BENCH MARK DISK
 CG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0617_STAMPING: D 118 1935
 CG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0617+STABILITY: SURFACE MOTION
 CG0617
 CG0617  HISTORY     - Date     Condition        Report By
 CG0617  HISTORY     - 1935     MONUMENTED       CGS
 CG0617  HISTORY     - 1976     GOOD             USGS
 CG0617
 CG0617                          STATION DESCRIPTION
 CG0617
 CG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0617'7.3 MI N FROM NOGALES.
 CG0617'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0617'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 3.0 MILES WEST ALONG THE
 CG0617'RUBY ROAD.  0.6 MILE EAST OF A RANCH ON THE SOUTH SIDE OF THE ROAD,
 CG0617'140 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF A WIRE
 CG0617'GATE TO A RANCH ROAD LEADING NORTHEAST, AT A FENCE CORNER, 6 FEET EAST
 CG0617'OF THE NORTH AND SOUTH FENCE, AND 3 FEET SOUTH OF THE EAST AND WEST
 CG0617'FENCE.  A STANDARD DISK, STAMPED D 118 1935 AND SET IN THE TOP OF A
 CG0617'CONCRETE POST.
 CG0617
 CG0617                          STATION RECOVERY (1976)
 CG0617
 CG0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0617'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 2.2 MI W.
 CG0617'ALONG STATE HWY. 289 TO BRIDGE AND LARGE FILL AT EAST END OF CURVE.
 CG0617'ABOUT 140 FT E. OF WASH, ABOUT 100 FT N. OF CENTERLINE OF HWY., 8 FT
 CG0617'N. OF RIGHT-OF-WAY FENCE. IN TOP OF CONCRETE POST PROJECTING 0.3 FT.
 CG0617'NGS DISK STAMPED D 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0404 ***********************************************************************
 FS0404  DESIGNATION -  D 119
 FS0404  PID         -  FS0404
 FS0404  STATE/COUNTY-  AZ/MOHAVE
 FS0404  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0404
 FS0404                         *CURRENT SURVEY CONTROL
 FS0404  ___________________________________________________________________
 FS0404* NAD 83(1986)-  35 47 28.     (N)    114 29 39.     (W)     SCALED    
 FS0404* NAVD 88     -       670.960  (meters)    2201.31   (feet)  POSTED    
 FS0404  ___________________________________________________________________
 FS0404  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0404  DYNAMIC HT  -         670.260 (meters)    2199.01  (feet)  COMP
 FS0404  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 FS0404
 FS0404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0404
 FS0404.The horizontal coordinates were scaled from a topographic map and have
 FS0404.an estimated accuracy of +/- 6 seconds.
 FS0404
 FS0404.The orthometric height was determined by differential leveling
 FS0404.and adjusted by the National Geodetic Survey in 1992..
 FS0404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0404.rate of 0.0 thru 1.0 mm/km.
 FS0404
 FS0404.The geoid height was determined by GEOID03.
 FS0404
 FS0404.The dynamic height is computed by dividing the NAVD 88
 FS0404.geopotential number by the normal gravity value computed on the
 FS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0404.degrees latitude (g = 980.6199 gals.).
 FS0404
 FS0404.The modeled gravity was interpolated from observed gravity values.
 FS0404
 FS0404;                    North         East    Units  Estimated Accuracy
 FS0404;SPC AZ W     -   531,610.      146,090.      MT  (+/- 180 meters Scaled)
 FS0404
 FS0404                          SUPERSEDED SURVEY CONTROL
 FS0404
 FS0404  NGVD 29 (??/??/92)  670.219  (m)         2198.88   (f) ADJ UNCH    1 1
 FS0404
 FS0404.Superseded values are not recommended for survey control.
 FS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0404.See file dsdata.txt to determine how the superseded data were derived.
 FS0404
 FS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264636(NAD 83)
 FS0404_MARKER: DB = BENCH MARK DISK
 FS0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0404_STAMPING: D 119 1935
 FS0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0404+STABILITY: SURFACE MOTION
 FS0404
 FS0404  HISTORY     - Date     Condition        Report By
 FS0404  HISTORY     - 1935     MONUMENTED       CGS
 FS0404  HISTORY     - 1950     GOOD             NGS
 FS0404  HISTORY     - 1963     GOOD             NGS
 FS0404
 FS0404                          STATION DESCRIPTION
 FS0404
 FS0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0404'23 MI S FROM MOUTH OF DETRITAL WASH.
 FS0404'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0404'MEAD, THENCE 16.1 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.1
 FS0404'MILE EAST OF THE EAST EDGE OF DETRITAL WASH, 116 FEET NORTH OF
 FS0404'AND ACROSS THE ROAD FROM A 22-INCH JOSHUA TREE, 115 FEET EAST OF
 FS0404'A 17-INCH JOSHUA TREE, 47 FEET NORTH OF THE CENTER LINE OF THE
 FS0404'ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FS0404'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 FS0404'ABOVE THE GROUND.
 FS0404
 FS0404                          STATION RECOVERY (1963)
 FS0404
 FS0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0677 ***********************************************************************
 ET0677  DESIGNATION -  D 12
 ET0677  PID         -  ET0677
 ET0677  STATE/COUNTY-  AZ/LA PAZ
 ET0677  USGS QUAD   -  ALAMO DAM (1990)
 ET0677
 ET0677                         *CURRENT SURVEY CONTROL
 ET0677  ___________________________________________________________________
 ET0677* NAD 83(1986)-  34 07 43.     (N)    113 31 33.     (W)     SCALED    
 ET0677* NAVD 88     -       616.550  (meters)    2022.80   (feet)  ADJUSTED  
 ET0677  ___________________________________________________________________
 ET0677  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET0677  DYNAMIC HT  -         615.842 (meters)    2020.47  (feet)  COMP
 ET0677  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 ET0677  OBS GRAVITY -     979,468.9   (mgal)                       GRAV_OBS
 ET0677
 ET0677  VERT ORDER  -  FIRST     CLASS II
 ET0677
 ET0677.The horizontal coordinates were scaled from a topographic map and have
 ET0677.an estimated accuracy of +/- 6 seconds.
 ET0677
 ET0677.The orthometric height was determined by differential leveling
 ET0677.and adjusted by the National Geodetic Survey in June 1991..
 ET0677
 ET0677.The geoid height was determined by GEOID03.
 ET0677
 ET0677.The dynamic height is computed by dividing the NAVD 88
 ET0677.geopotential number by the normal gravity value computed on the
 ET0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0677.degrees latitude (g = 980.6199 gals.).
 ET0677
 ET0677.The modeled gravity was interpolated from observed gravity values.
 ET0677.The observed gravity was obtained from relative gravimeter ties
 ET0677.to the IGSN71 gravity network.
 ET0677
 ET0677;                    North         East    Units  Estimated Accuracy
 ET0677;SPC AZ W     -   346,950.      234,040.      MT  (+/- 180 meters Scaled)
 ET0677
 ET0677                          SUPERSEDED SURVEY CONTROL
 ET0677
 ET0677  NGVD 29 (??/??/92)  615.849  (m)         2020.50   (f) ADJ UNCH    1 2
 ET0677
 ET0677.Superseded values are not recommended for survey control.
 ET0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0677.See file dsdata.txt to determine how the superseded data were derived.
 ET0677
 ET0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC670792(NAD 83)
 ET0677_MARKER: DB = BENCH MARK DISK
 ET0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0677_STAMPING: 2020.498 D 12 1927
 ET0677_MARK LOGO: CGS   
 ET0677_PROJECTION: PROJECTING 18 CENTIMETERS
 ET0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0677+STABILITY: SURFACE MOTION
 ET0677
 ET0677  HISTORY     - Date     Condition        Report By
 ET0677  HISTORY     - 1927     MONUMENTED       CGS
 ET0677  HISTORY     - 1955     GOOD             NGS
 ET0677  HISTORY     - 1981     GOOD             NGS
 ET0677  HISTORY     - 19990306 GOOD             USPSQD
 ET0677
 ET0677                          STATION DESCRIPTION
 ET0677
 ET0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0677'23.6 MI N FROM WENDEN.
 ET0677'23.6 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0677'WENDEN, YUMA COUNTY, 9.6 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0677'LEADING TO CONGRESS JUNCTION, 5.0 MILES NORTH OF THE Y-INTERSECTION OF
 ET0677'A ROAD FROM THE RIGHT (IN THE V OF WHICH ABOUT 1 MILE DISTANT IS A
 ET0677'PROMINENT VOLCANIC HILL), 58 YARDS WEST OF TWO GIANT CACTI ABOUT 10
 ET0677'FEET APART ON THE SOUTH EDGE OF THE ROAD, AND 30 FEET NORTH OF THE
 ET0677'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 2020.498 D 12 1927
 ET0677'AND SET IN THE TOP OF A CONCRETE POST.
 ET0677
 ET0677                          STATION RECOVERY (1981)
 ET0677
 ET0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0677'37.2 KM (23.1 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0677'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.25 KM (0.15 MI) NORTHEAST OF
 ET0677'THE Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST, ALSO 22.2 KM (13.8
 ET0677'MI) SOUTHEAST OF THE SOUTHEAST END OF ALAMO DAM, AT THE MIDDLE OF THE
 ET0677'OUTSIDE OF A ROAD CURVE, 36.3 METERS (119 FT) SOUTHEAST OF THE
 ET0677'CENTERLINE OF THE ROAD, 15.5 METERS (51.0 FT) NORTHWEST OF THE
 ET0677'CENTERLINE OF A DIRT ROAD.
 ET0677'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 ET0677'THE MARK IS 0.8 M ABOVE ALAMO ROAD.
 ET0677
 ET0677                          STATION RECOVERY (1999)
 ET0677
 ET0677'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0650 ***********************************************************************
 CG0650  DESIGNATION -  D 121
 CG0650  PID         -  CG0650
 CG0650  STATE/COUNTY-  AZ/PIMA
 CG0650  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0650
 CG0650                         *CURRENT SURVEY CONTROL
 CG0650  ___________________________________________________________________
 CG0650* NAD 83(1986)-  31 55 06.     (N)    111 40 57.     (W)     SCALED    
 CG0650* NAVD 88     -      1001.86   (+/-2cm)    3286.9    (feet)  VERTCON   
 CG0650  ___________________________________________________________________
 CG0650  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0650
 CG0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0650
 CG0650.The horizontal coordinates were scaled from a topographic map and have
 CG0650.an estimated accuracy of +/- 6 seconds.
 CG0650
 CG0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0650.The vertical order pertains to the NGVD 29 superseded value.
 CG0650
 CG0650.The geoid height was determined by GEOID03.
 CG0650
 CG0650;                    North         East    Units  Estimated Accuracy
 CG0650;SPC AZ C     -   101,840.      235,510.      MT  (+/- 180 meters Scaled)
 CG0650
 CG0650                          SUPERSEDED SURVEY CONTROL
 CG0650
 CG0650  NGVD 29 (??/??/92) 1001.095  (m)         3284.43   (f) ADJ UNCH    2 0
 CG0650
 CG0650.Superseded values are not recommended for survey control.
 CG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0650.See file dsdata.txt to determine how the superseded data were derived.
 CG0650
 CG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA354315(NAD 83)
 CG0650_MARKER: DB = BENCH MARK DISK
 CG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0650_STAMPING: D 121 1935
 CG0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0650+STABILITY: SURFACE MOTION
 CG0650
 CG0650  HISTORY     - Date     Condition        Report By
 CG0650  HISTORY     - 1935     MONUMENTED       CGS
 CG0650  HISTORY     - 1952     GOOD             NGS
 CG0650
 CG0650                          STATION DESCRIPTION
 CG0650
 CG0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0650'19.45 MI E FROM SELLS.
 CG0650'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS
 CG0650'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 6.35 MILES
 CG0650'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE OF A RIDGE AT
 CG0650'THE TOP OF A GRADE, 0.2 MILE SOUTH OF THE INTERSECTION OF BABOQUIVARI
 CG0650'FOOT HILLS ROAD AND ROAD LEADING TO SELLS AND EAST TO SAN JUAN CANYON,
 CG0650'31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A
 CG0650'WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0650'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0665 ***********************************************************************
 CG0665  DESIGNATION -  D 122
 CG0665  PID         -  CG0665
 CG0665  STATE/COUNTY-  AZ/PIMA
 CG0665  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0665
 CG0665                         *CURRENT SURVEY CONTROL
 CG0665  ___________________________________________________________________
 CG0665* NAD 83(1986)-  31 49 12.     (N)    111 39 59.     (W)     SCALED    
 CG0665* NAVD 88     -       952.12   (+/-2cm)    3123.7    (feet)  VERTCON   
 CG0665  ___________________________________________________________________
 CG0665  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0665
 CG0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0665
 CG0665.The horizontal coordinates were scaled from a topographic map and have
 CG0665.an estimated accuracy of +/- 6 seconds.
 CG0665
 CG0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0665.The vertical order pertains to the NGVD 29 superseded value.
 CG0665
 CG0665.The geoid height was determined by GEOID03.
 CG0665
 CG0665;                    North         East    Units  Estimated Accuracy
 CG0665;SPC AZ C     -    90,940.      237,050.      MT  (+/- 180 meters Scaled)
 CG0665
 CG0665                          SUPERSEDED SURVEY CONTROL
 CG0665
 CG0665  NGVD 29 (??/??/92)  951.355  (m)         3121.24   (f) ADJ UNCH    2 0
 CG0665
 CG0665.Superseded values are not recommended for survey control.
 CG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0665.See file dsdata.txt to determine how the superseded data were derived.
 CG0665
 CG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA369206(NAD 83)
 CG0665_MARKER: DB = BENCH MARK DISK
 CG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0665_STAMPING: D 122 1935
 CG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0665+STABILITY: SURFACE MOTION
 CG0665
 CG0665  HISTORY     - Date     Condition        Report By
 CG0665  HISTORY     - 1935     MONUMENTED       CGS
 CG0665  HISTORY     - 1952     GOOD             NGS
 CG0665
 CG0665                          STATION DESCRIPTION
 CG0665
 CG0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0665'10.9 MI E FROM TOPAWA.
 CG0665'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0665'TOPAWA, THENCE 1.6 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0665'ROAD, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF
 CG0665'THE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0665'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, A METAL TAG ON A
 CG0665'STAKE STAMPED 3121.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0067 ***********************************************************************
 DU0067  DESIGNATION -  D 123
 DU0067  PID         -  DU0067
 DU0067  STATE/COUNTY-  AZ/GILA
 DU0067  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0067
 DU0067                         *CURRENT SURVEY CONTROL
 DU0067  ___________________________________________________________________
 DU0067* NAD 83(1986)-  33 32 55.     (N)    110 09 02.     (W)     SCALED    
 DU0067* NAVD 88     -      1589.683  (meters)    5215.48   (feet)  ADJUSTED  
 DU0067  ___________________________________________________________________
 DU0067  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DU0067  DYNAMIC HT  -        1587.338 (meters)    5207.79  (feet)  COMP
 DU0067  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 DU0067
 DU0067  VERT ORDER  -  SECOND    CLASS 0
 DU0067
 DU0067.The horizontal coordinates were scaled from a topographic map and have
 DU0067.an estimated accuracy of +/- 6 seconds.
 DU0067
 DU0067.The orthometric height was determined by differential leveling
 DU0067.and adjusted by the National Geodetic Survey in June 1991..
 DU0067
 DU0067.The geoid height was determined by GEOID03.
 DU0067
 DU0067.The dynamic height is computed by dividing the NAVD 88
 DU0067.geopotential number by the normal gravity value computed on the
 DU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0067.degrees latitude (g = 980.6199 gals.).
 DU0067
 DU0067.The modeled gravity was interpolated from observed gravity values.
 DU0067
 DU0067;                    North         East    Units  Estimated Accuracy
 DU0067;SPC AZ E     -   282,590.      214,860.      MT  (+/- 180 meters Scaled)
 DU0067
 DU0067                          SUPERSEDED SURVEY CONTROL
 DU0067
 DU0067  NGVD 29 (??/??/92) 1588.938  (m)         5213.04   (f) ADJ UNCH    2 0
 DU0067
 DU0067.Superseded values are not recommended for survey control.
 DU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0067.See file dsdata.txt to determine how the superseded data were derived.
 DU0067
 DU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC788124(NAD 83)
 DU0067_MARKER: DB = BENCH MARK DISK
 DU0067_SETTING: 66 = SET IN ROCK OUTCROP
 DU0067_SP_SET: ROCK OUTCROP
 DU0067_STAMPING: D 123 1935
 DU0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0067+STABILITY: POSITION/ELEVATION WELL
 DU0067
 DU0067  HISTORY     - Date     Condition        Report By
 DU0067  HISTORY     - 1935     MONUMENTED       CGS
 DU0067  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0067
 DU0067                          STATION DESCRIPTION
 DU0067
 DU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0067'3.9 MI NW FROM WARM SPRING.
 DU0067'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0067'COUNTY, 8.3 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 31 FEET WEST
 DU0067'OF THE CENTER OF THE JUNCTION OF A ROAD, 50 FEET NORTH OF A 24-INCH
 DU0067'JUNIPER TREE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 DU0067'STAMPED D 123 1935.
 DU0067
 DU0067                          STATION RECOVERY (1966)
 DU0067
 DU0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0479 ***********************************************************************
 FR0479  DESIGNATION -  D 124
 FR0479  PID         -  FR0479
 FR0479  STATE/COUNTY-  AZ/MOHAVE
 FR0479  USGS QUAD   -  ANTARES (1980)
 FR0479
 FR0479                         *CURRENT SURVEY CONTROL
 FR0479  ___________________________________________________________________
 FR0479* NAD 83(1986)-  35 24 34.     (N)    113 46 34.     (W)     SCALED    
 FR0479* NAVD 88     -      1096.113  (meters)    3596.16   (feet)  ADJUSTED  
 FR0479  ___________________________________________________________________
 FR0479  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0479  DYNAMIC HT  -        1094.805 (meters)    3591.87  (feet)  COMP
 FR0479  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 FR0479
 FR0479  VERT ORDER  -  FIRST     CLASS I
 FR0479
 FR0479.The horizontal coordinates were scaled from a topographic map and have
 FR0479.an estimated accuracy of +/- 6 seconds.
 FR0479
 FR0479.The orthometric height was determined by differential leveling
 FR0479.and adjusted by the National Geodetic Survey in June 1991..
 FR0479
 FR0479.The geoid height was determined by GEOID03.
 FR0479
 FR0479.The dynamic height is computed by dividing the NAVD 88
 FR0479.geopotential number by the normal gravity value computed on the
 FR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0479.degrees latitude (g = 980.6199 gals.).
 FR0479
 FR0479.The modeled gravity was interpolated from observed gravity values.
 FR0479
 FR0479;                    North         East    Units  Estimated Accuracy
 FR0479;SPC AZ W     -   489,010.      210,990.      MT  (+/- 180 meters Scaled)
 FR0479
 FR0479                          SUPERSEDED SURVEY CONTROL
 FR0479
 FR0479  NGVD 29 (??/??/92) 1095.307  (m)         3593.52   (f) ADJ UNCH    1 1
 FR0479
 FR0479.Superseded values are not recommended for survey control.
 FR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0479.See file dsdata.txt to determine how the superseded data were derived.
 FR0479
 FR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE479219(NAD 83)
 FR0479_MARKER: DB = BENCH MARK DISK
 FR0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0479_STAMPING: D 124 1935
 FR0479_MARK LOGO: CGS   
 FR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0479+STABILITY: SURFACE MOTION
 FR0479
 FR0479  HISTORY     - Date     Condition        Report By
 FR0479  HISTORY     - 1935     MONUMENTED       CGS
 FR0479  HISTORY     - 1940     GOOD             NGS
 FR0479  HISTORY     - 1982     GOOD             NGS
 FR0479
 FR0479                          STATION DESCRIPTION
 FR0479
 FR0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0479'4.0 MI NW FROM HACKBERRY.
 FR0479'4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0479'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 6-1/2 POLES EAST OF
 FR0479'MILEPOST 493, 200 FEET WEST OF A CATTLE GUARD, AT CONCRETE CULVERT C
 FR0479'493, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET NORTH
 FR0479'OF THE CENTERLINE OF THE NORTH TRACK, AND 2 FEET LOWER THAN THE TOP OF
 FR0479'THE RAIL.  A STANDARD DISK, STAMPED D 124 1935.
 FR0479
 FR0479                          STATION RECOVERY (1982)
 FR0479
 FR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0526 ***********************************************************************
 FR0526  DESIGNATION -  D 125
 FR0526  PID         -  FR0526
 FR0526  STATE/COUNTY-  AZ/MOHAVE
 FR0526  USGS QUAD   -  ANTARES (1980)
 FR0526
 FR0526                         *CURRENT SURVEY CONTROL
 FR0526  ___________________________________________________________________
 FR0526* NAD 83(1986)-  35 27 27.     (N)    113 48 18.     (W)     SCALED    
 FR0526* NAVD 88     -       990.000  (meters)    3248.03   (feet)  POSTED    
 FR0526  ___________________________________________________________________
 FR0526  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FR0526  DYNAMIC HT  -         988.850 (meters)    3244.25  (feet)  COMP
 FR0526  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 FR0526
 FR0526  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0526
 FR0526.The horizontal coordinates were scaled from a topographic map and have
 FR0526.an estimated accuracy of +/- 6 seconds.
 FR0526
 FR0526.The orthometric height was determined by differential leveling
 FR0526.and adjusted by the National Geodetic Survey in 1992..
 FR0526.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0526.rate of 1.1 thru 2.0 mm/km.
 FR0526
 FR0526.The geoid height was determined by GEOID03.
 FR0526
 FR0526.The dynamic height is computed by dividing the NAVD 88
 FR0526.geopotential number by the normal gravity value computed on the
 FR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0526.degrees latitude (g = 980.6199 gals.).
 FR0526
 FR0526.The modeled gravity was interpolated from observed gravity values.
 FR0526
 FR0526;                    North         East    Units  Estimated Accuracy
 FR0526;SPC AZ W     -   494,340.      208,370.      MT  (+/- 180 meters Scaled)
 FR0526
 FR0526                          SUPERSEDED SURVEY CONTROL
 FR0526
 FR0526  NGVD 29 (??/??/92)  989.221  (m)         3245.47   (f) ADJ UNCH    1 1
 FR0526
 FR0526.Superseded values are not recommended for survey control.
 FR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0526.See file dsdata.txt to determine how the superseded data were derived.
 FR0526
 FR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE454273(NAD 83)
 FR0526_MARKER: DB = BENCH MARK DISK
 FR0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0526_STAMPING: D 125 1935
 FR0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0526+STABILITY: SURFACE MOTION
 FR0526
 FR0526  HISTORY     - Date     Condition        Report By
 FR0526  HISTORY     - 1935     MONUMENTED       CGS
 FR0526  HISTORY     - 1968     GOOD             USGS
 FR0526
 FR0526                          STATION DESCRIPTION
 FR0526
 FR0526'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0526'24.6 MI NE FROM KINGMAN.
 FR0526'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0526'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0526'FERRY ROAD AT ANTARES.  TURN LEFT (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0526'2.6 MILES.  TURN RIGHT (EAST) ON DIRT ROAD AND GO 0.5 MILES.  BENCH
 FR0526'MARK IS 82 FT EAST OF ROAD AND DRAIN CROSSING AND 25 FT NORTH OF ROAD.
 FR0526'A STANDARD DISK SET IN CONCRETE POST PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0459 ***********************************************************************
 FS0459  DESIGNATION -  D 126
 FS0459  PID         -  FS0459
 FS0459  STATE/COUNTY-  AZ/MOHAVE
 FS0459  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0459
 FS0459                         *CURRENT SURVEY CONTROL
 FS0459  ___________________________________________________________________
 FS0459* NAD 83(1986)-  35 54 27.     (N)    114 06 05.     (W)     SCALED    
 FS0459* NAVD 88     -      1158.118  (meters)    3799.59   (feet)  POSTED    
 FS0459  ___________________________________________________________________
 FS0459  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FS0459  DYNAMIC HT  -        1156.820 (meters)    3795.33  (feet)  COMP
 FS0459  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 FS0459
 FS0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0459
 FS0459.The horizontal coordinates were scaled from a topographic map and have
 FS0459.an estimated accuracy of +/- 6 seconds.
 FS0459
 FS0459.The orthometric height was determined by differential leveling
 FS0459.and adjusted by the National Geodetic Survey in 1992..
 FS0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0459.rate of 0.0 thru 1.0 mm/km.
 FS0459
 FS0459.The geoid height was determined by GEOID03.
 FS0459
 FS0459.The dynamic height is computed by dividing the NAVD 88
 FS0459.geopotential number by the normal gravity value computed on the
 FS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0459.degrees latitude (g = 980.6199 gals.).
 FS0459
 FS0459.The modeled gravity was interpolated from observed gravity values.
 FS0459
 FS0459;                    North         East    Units  Estimated Accuracy
 FS0459;SPC AZ W     -   544,330.      181,640.      MT  (+/- 180 meters Scaled)
 FS0459
 FS0459                          SUPERSEDED SURVEY CONTROL
 FS0459
 FS0459  NGVD 29 (??/??/92) 1157.365  (m)         3797.12   (f) ADJ UNCH    1 1
 FS0459
 FS0459.Superseded values are not recommended for survey control.
 FS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0459.See file dsdata.txt to determine how the superseded data were derived.
 FS0459
 FS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV615775(NAD 83)
 FS0459_MARKER: DB = BENCH MARK DISK
 FS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0459_STAMPING: D 126 1935
 FS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0459+STABILITY: SURFACE MOTION
 FS0459
 FS0459  HISTORY     - Date     Condition        Report By
 FS0459  HISTORY     - 1935     MONUMENTED       CGS
 FS0459  HISTORY     - 1950     GOOD             NGS
 FS0459  HISTORY     - 1986     GOOD             USPSQD
 FS0459
 FS0459                          STATION DESCRIPTION
 FS0459
 FS0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0459'17.2 MI S FROM PIERCES FERRY.
 FS0459'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0459'RANGER STATION AT PIERCES FERRY, THENCE 3.8 MILES SOUTH ALONG
 FS0459'A DIRT ROAD, ON THE SOUTH SLOPE OF A SMALL HILL, 42 FEET
 FS0459'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE
 FS0459'APPROXIMATE CENTER OF A SMALL WASH, 14 FEET EAST OF THE CENTER
 FS0459'LINE OF AN OLD ABANDONED ROAD, 2.5 FEET SOUTH OF A WITNESS
 FS0459'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FS0459'ABOVE GROUND.
 FS0459
 FS0459                          STATION RECOVERY (1986)
 FS0459
 FS0459'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0397 ***********************************************************************
 GR0397  DESIGNATION -  D 127
 GR0397  PID         -  GR0397
 GR0397  STATE/COUNTY-  AZ/MOHAVE
 GR0397  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0397
 GR0397                         *CURRENT SURVEY CONTROL
 GR0397  ___________________________________________________________________
 GR0397* NAD 83(1986)-  36 06 44.     (N)    114 02 21.     (W)     SCALED    
 GR0397* NAVD 88     -       595.071  (meters)    1952.33   (feet)  POSTED    
 GR0397  ___________________________________________________________________
 GR0397  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0397  DYNAMIC HT  -         594.450 (meters)    1950.29  (feet)  COMP
 GR0397  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 GR0397
 GR0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0397
 GR0397.The horizontal coordinates were scaled from a topographic map and have
 GR0397.an estimated accuracy of +/- 6 seconds.
 GR0397
 GR0397.The orthometric height was determined by differential leveling
 GR0397.and adjusted by the National Geodetic Survey in 1992..
 GR0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0397.rate of 0.0 thru 1.0 mm/km.
 GR0397
 GR0397.The geoid height was determined by GEOID03.
 GR0397
 GR0397.The dynamic height is computed by dividing the NAVD 88
 GR0397.geopotential number by the normal gravity value computed on the
 GR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0397.degrees latitude (g = 980.6199 gals.).
 GR0397
 GR0397.The modeled gravity was interpolated from observed gravity values.
 GR0397
 GR0397;                    North         East    Units  Estimated Accuracy
 GR0397;SPC AZ W     -   567,020.      187,330.      MT  (+/- 180 meters Scaled)
 GR0397
 GR0397                          SUPERSEDED SURVEY CONTROL
 GR0397
 GR0397  NGVD 29 (??/??/92)  594.367  (m)         1950.02   (f) ADJ UNCH    1 1
 GR0397
 GR0397.Superseded values are not recommended for survey control.
 GR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0397.See file dsdata.txt to determine how the superseded data were derived.
 GR0397
 GR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665004(NAD 83)
 GR0397_MARKER: DB = BENCH MARK DISK
 GR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0397_STAMPING: D 127 1935
 GR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0397+STABILITY: SURFACE MOTION
 GR0397
 GR0397  HISTORY     - Date     Condition        Report By
 GR0397  HISTORY     - 1935     MONUMENTED       CGS
 GR0397  HISTORY     - 1950     GOOD             NGS
 GR0397
 GR0397                          STATION DESCRIPTION
 GR0397
 GR0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0397'2.3 MI SW FROM PIERCES FERRY.
 GR0397'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0397'STATION AT PIERCES FERRY, THENCE 1.8 MILES SOUTHWEST ALONG AN OLD
 GR0397'ABANDONED ROAD, 0.1 MILE SOUTH OF A POINT WHERE THE ROAD STARTS TO
 GR0397'DESCEND INTO A WASH, ON THE OUTSIDE OF A LONG CURVE, 55 FEET EAST OF
 GR0397'THE CENTER LINE OF THE PARK SERVICE ROAD, 10 FEET EAST OF THE CENTER
 GR0397'LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 GR0397'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0436 ***********************************************************************
 FS0436  DESIGNATION -  D 128
 FS0436  PID         -  FS0436
 FS0436  STATE/COUNTY-  AZ/MOHAVE
 FS0436  USGS QUAD   -  GOLD BASIN (1989)
 FS0436
 FS0436                         *CURRENT SURVEY CONTROL
 FS0436  ___________________________________________________________________
 FS0436* NAD 83(1986)-  35 50 19.     (N)    114 09 37.     (W)     SCALED    
 FS0436* NAVD 88     -       825.450  (meters)    2708.16   (feet)  POSTED    
 FS0436  ___________________________________________________________________
 FS0436  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FS0436  DYNAMIC HT  -         824.550 (meters)    2705.21  (feet)  COMP
 FS0436  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 FS0436
 FS0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0436
 FS0436.The horizontal coordinates were scaled from a topographic map and have
 FS0436.an estimated accuracy of +/- 6 seconds.
 FS0436
 FS0436.The orthometric height was determined by differential leveling
 FS0436.and adjusted by the National Geodetic Survey in 1992..
 FS0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0436.rate of 0.0 thru 1.0 mm/km.
 FS0436
 FS0436.The geoid height was determined by GEOID03.
 FS0436
 FS0436.The dynamic height is computed by dividing the NAVD 88
 FS0436.geopotential number by the normal gravity value computed on the
 FS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0436.degrees latitude (g = 980.6199 gals.).
 FS0436
 FS0436.The modeled gravity was interpolated from observed gravity values.
 FS0436
 FS0436;                    North         East    Units  Estimated Accuracy
 FS0436;SPC AZ W     -   536,700.      176,300.      MT  (+/- 180 meters Scaled)
 FS0436
 FS0436                          SUPERSEDED SURVEY CONTROL
 FS0436
 FS0436  NGVD 29 (??/??/92)  824.726  (m)         2705.79   (f) ADJ UNCH    1 1
 FS0436
 FS0436.Superseded values are not recommended for survey control.
 FS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0436.See file dsdata.txt to determine how the superseded data were derived.
 FS0436
 FS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV564697(NAD 83)
 FS0436_MARKER: DB = BENCH MARK DISK
 FS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0436_STAMPING: D 128 1935
 FS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0436+STABILITY: SURFACE MOTION
 FS0436
 FS0436  HISTORY     - Date     Condition        Report By
 FS0436  HISTORY     - 1935     MONUMENTED       CGS
 FS0436  HISTORY     - 1950     GOOD             NGS
 FS0436  HISTORY     - 19870126 GOOD             USPSQD
 FS0436
 FS0436                          STATION DESCRIPTION
 FS0436
 FS0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0436'31.2 MI S FROM PIERCES FERRY.
 FS0436'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0436'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0436'DIRT ROAD, THENCE 4.1 MILES NORTHWEST ALONG THE HUALPAI WASH ROAD,
 FS0436'11 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET NORTH
 FS0436'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0436'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0436
 FS0436                          STATION RECOVERY (1987)
 FS0436
 FS0436'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1067 ***********************************************************************
 DV1067  DESIGNATION -  D 13
 DV1067  PID         -  DV1067
 DV1067  STATE/COUNTY-  AZ/MARICOPA
 DV1067  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1067
 DV1067                         *CURRENT SURVEY CONTROL
 DV1067  ___________________________________________________________________
 DV1067* NAD 83(1986)-  33 28 31.     (N)    113 02 19.     (W)     SCALED    
 DV1067* NAVD 88     -       369.129  (meters)    1211.05   (feet)  ADJUSTED  
 DV1067  ___________________________________________________________________
 DV1067  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1067  DYNAMIC HT  -         368.706 (meters)    1209.66  (feet)  COMP
 DV1067  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 DV1067
 DV1067  VERT ORDER  -  FIRST     CLASS II
 DV1067
 DV1067.The horizontal coordinates were scaled from a topographic map and have
 DV1067.an estimated accuracy of +/- 6 seconds.
 DV1067
 DV1067.The orthometric height was determined by differential leveling
 DV1067.and adjusted by the National Geodetic Survey in June 1991..
 DV1067
 DV1067.The geoid height was determined by GEOID03.
 DV1067
 DV1067.The dynamic height is computed by dividing the NAVD 88
 DV1067.geopotential number by the normal gravity value computed on the
 DV1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1067.degrees latitude (g = 980.6199 gals.).
 DV1067
 DV1067.The modeled gravity was interpolated from observed gravity values.
 DV1067
 DV1067;                    North         East    Units  Estimated Accuracy
 DV1067;SPC AZ C     -   275,020.      109,080.      MT  (+/- 180 meters Scaled)
 DV1067
 DV1067                          SUPERSEDED SURVEY CONTROL
 DV1067
 DV1067  NGVD 29 (??/??/92)  368.480  (m)         1208.92   (f) ADJ UNCH    1 2
 DV1067
 DV1067.Superseded values are not recommended for survey control.
 DV1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1067.See file dsdata.txt to determine how the superseded data were derived.
 DV1067
 DV1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC105058(NAD 83)
 DV1067_MARKER: DB = BENCH MARK DISK
 DV1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1067_STAMPING: D 13 1927 1208.921
 DV1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1067+STABILITY: SURFACE MOTION
 DV1067
 DV1067  HISTORY     - Date     Condition        Report By
 DV1067  HISTORY     - 1927     MONUMENTED       CGS
 DV1067  HISTORY     - 1967     GOOD             NGS
 DV1067  HISTORY     - 1981     GOOD             NGS
 DV1067
 DV1067                          STATION DESCRIPTION
 DV1067
 DV1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1067'8.55 MI SW FROM TONOPAH.
 DV1067'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1067'TONOPAH, THENCE 1.7 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV1067'SECTION 36, T 2 N, R 8 W, 263 YARDS SOUTHWEST OF THE CENTER LINE OF
 DV1067'THE ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF A NARROW WASH, 2.7
 DV1067'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 DV1067'CONCRETE POST PROJECTING 5 INCHES.
 DV1067
 DV1067                          STATION RECOVERY (1981)
 DV1067
 DV1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0114 ***********************************************************************
 GQ0114  DESIGNATION -  D 130
 GQ0114  PID         -  GQ0114
 GQ0114  STATE/COUNTY-  AZ/MOHAVE
 GQ0114  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0114
 GQ0114                         *CURRENT SURVEY CONTROL
 GQ0114  ___________________________________________________________________
 GQ0114* NAD 83(1986)-  36 14 58.     (N)    113 55 04.     (W)     SCALED    
 GQ0114* NAVD 88     -       577.003  (meters)    1893.05   (feet)  POSTED    
 GQ0114  ___________________________________________________________________
 GQ0114  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GQ0114  DYNAMIC HT  -         576.400 (meters)    1891.07  (feet)  COMP
 GQ0114  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 GQ0114
 GQ0114  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0114
 GQ0114.The horizontal coordinates were scaled from a topographic map and have
 GQ0114.an estimated accuracy of +/- 6 seconds.
 GQ0114
 GQ0114.The orthometric height was determined by differential leveling
 GQ0114.and adjusted by the National Geodetic Survey in 1992..
 GQ0114.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0114.rate of 0.0 thru 1.0 mm/km.
 GQ0114
 GQ0114.The geoid height was determined by GEOID03.
 GQ0114
 GQ0114.The dynamic height is computed by dividing the NAVD 88
 GQ0114.geopotential number by the normal gravity value computed on the
 GQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0114.degrees latitude (g = 980.6199 gals.).
 GQ0114
 GQ0114.The modeled gravity was interpolated from observed gravity values.
 GQ0114
 GQ0114;                    North         East    Units  Estimated Accuracy
 GQ0114;SPC AZ W     -   582,220.      198,280.      MT  (+/- 180 meters Scaled)
 GQ0114
 GQ0114                          SUPERSEDED SURVEY CONTROL
 GQ0114
 GQ0114  NGVD 29 (??/??/92)  576.305  (m)         1890.76   (f) ADJ UNCH    1 1
 GQ0114
 GQ0114.Superseded values are not recommended for survey control.
 GQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0114.See file dsdata.txt to determine how the superseded data were derived.
 GQ0114
 GQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF378155(NAD 83)
 GQ0114_MARKER: DB = BENCH MARK DISK
 GQ0114_SETTING: 80 = SET IN A BOULDER
 GQ0114_SP_SET: BOULDER
 GQ0114_STAMPING: D 130 1935
 GQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0114+STABILITY: SURFACE MOTION
 GQ0114
 GQ0114  HISTORY     - Date     Condition        Report By
 GQ0114  HISTORY     - 1935     MONUMENTED       CGS
 GQ0114  HISTORY     - 1950     GOOD             NGS
 GQ0114
 GQ0114                          STATION DESCRIPTION
 GQ0114
 GQ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0114'53.5 MI SE FROM RIVERSIDE, NV.
 GQ0114'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0114'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0114'THENCE 13.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0114'FERRY ROAD, 0.2 MILE NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD
 GQ0114'LEADING WEST, 0.1 MILE SOUTHEAST OF A POINT WHERE THE ROAD CURVES
 GQ0114'AROUND THE END OF A LOW RIDGE, IN THE TOP OF A FLAT TOP BOULDER
 GQ0114'PROJECTING 1.0 FOOT ABOVE THE GROUND, 34 FEET SOUTH OF THE APPROXIMATE
 GQ0114'CENTER OF A WASH, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 3
 GQ0114'FEET NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0318 ***********************************************************************
 ET0318  DESIGNATION -  D 132
 ET0318  PID         -  ET0318
 ET0318  STATE/COUNTY-  AZ/YAVAPAI
 ET0318  USGS QUAD   -  ESTLER PEAK (1974)
 ET0318
 ET0318                         *CURRENT SURVEY CONTROL
 ET0318  ___________________________________________________________________
 ET0318* NAD 83(1986)-  34 23 19.     (N)    112 01 12.     (W)     SCALED    
 ET0318* NAVD 88     -      1198.06   (+/-2cm)    3930.6    (feet)  VERTCON   
 ET0318  ___________________________________________________________________
 ET0318  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0318
 ET0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0318
 ET0318.The horizontal coordinates were scaled from a topographic map and have
 ET0318.an estimated accuracy of +/- 6 seconds.
 ET0318
 ET0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0318.The vertical order pertains to the NGVD 29 superseded value.
 ET0318
 ET0318.The geoid height was determined by GEOID03.
 ET0318
 ET0318;                    North         East    Units  Estimated Accuracy
 ET0318;SPC AZ C     -   375,760.      203,860.      MT  (+/- 180 meters Scaled)
 ET0318
 ET0318                          SUPERSEDED SURVEY CONTROL
 ET0318
 ET0318  NGVD 29 (??/??/92) 1197.347  (m)         3928.30   (f) ADJ UNCH    2 0
 ET0318
 ET0318.Superseded values are not recommended for survey control.
 ET0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0318.See file dsdata.txt to determine how the superseded data were derived.
 ET0318
 ET0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD062057(NAD 83)
 ET0318_MARKER: DB = BENCH MARK DISK
 ET0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0318_STAMPING: D 132 1935
 ET0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0318+STABILITY: SURFACE MOTION
 ET0318
 ET0318  HISTORY     - Date     Condition        Report By
 ET0318  HISTORY     - 1935     MONUMENTED       CGS
 ET0318  HISTORY     - 1952     GOOD             NGS
 ET0318
 ET0318                          STATION DESCRIPTION
 ET0318
 ET0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0318'3.5 MI W FROM DUGAS.
 ET0318'3.5 MILES WEST ALONG A COUNTY ROAD, 0.35 MILE WEST OF A CREEK CROSSING
 ET0318'0.2 MILE WEST OF A CATTLE GUARD, 0.3 MILE NORTHEAST OF A POWER LINE
 ET0318'CROSSING, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 ET0318'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ET0318'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0274 ***********************************************************************
 ET0274  DESIGNATION -  D 133
 ET0274  PID         -  ET0274
 ET0274  STATE/COUNTY-  AZ/YAVAPAI
 ET0274  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0274
 ET0274                         *CURRENT SURVEY CONTROL
 ET0274  ___________________________________________________________________
 ET0274* NAD 83(1986)-  34 05 52.     (N)    112 05 17.     (W)     SCALED    
 ET0274* NAVD 88     -      1005.29   (+/-2cm)    3298.2    (feet)  VERTCON   
 ET0274  ___________________________________________________________________
 ET0274  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 ET0274
 ET0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0274
 ET0274.The horizontal coordinates were scaled from a topographic map and have
 ET0274.an estimated accuracy of +/- 6 seconds.
 ET0274
 ET0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0274.The vertical order pertains to the NGVD 29 superseded value.
 ET0274
 ET0274.The geoid height was determined by GEOID03.
 ET0274
 ET0274;                    North         East    Units  Estimated Accuracy
 ET0274;SPC AZ C     -   343,510.      197,550.      MT  (+/- 180 meters Scaled)
 ET0274
 ET0274                          SUPERSEDED SURVEY CONTROL
 ET0274
 ET0274  NGVD 29 (??/??/92) 1004.662  (m)         3296.13   (f) ADJ UNCH    2 0
 ET0274
 ET0274.Superseded values are not recommended for survey control.
 ET0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0274.See file dsdata.txt to determine how the superseded data were derived.
 ET0274
 ET0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC996735(NAD 83)
 ET0274_MARKER: DB = BENCH MARK DISK
 ET0274_SETTING: 66 = SET IN ROCK OUTCROP
 ET0274_SP_SET: OUTCROP
 ET0274_STAMPING: D 133 1935
 ET0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0274+STABILITY: POSITION/ELEVATION WELL
 ET0274
 ET0274  HISTORY     - Date     Condition        Report By
 ET0274  HISTORY     - 1935     MONUMENTED       CGS
 ET0274  HISTORY     - 1952     GOOD             NGS
 ET0274
 ET0274                          STATION DESCRIPTION
 ET0274
 ET0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0274'27.4 MI S FROM CORDES.
 ET0274'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0274'STORE AT CORDES, THENCE 12.1 MILES SOUTH ALONG A TRACK ROAD TO THE END
 ET0274'OF THE ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A SADDLE TRAIL, 7.4 MILES
 ET0274'NORTHEAST OF ROCK SPRINGS, AT THE SOUTH MOST END AND ON TOP OF THE
 ET0274'MESA, AT A POINT WHERE THE TRAIL STARTS DOWN THE FACE OF THE RIM, IN
 ET0274'TOP OF A 1 1/2-FOOT BY 1 1/2-FOOT OUTCROP FLUSH WITH THE GROUND, AT A
 ET0274'3-FOOT HIGH ROCK CAIRN, 137.5 FEET EAST OF THE EAST ONE OF 3 STEEL
 ET0274'POWER LINE POLES, 88 FEET SOUTHEAST OF A POINT UNDER THE SOUTHEAST
 ET0274'POWER LINE WIRE, AND 35 FEET NORTH OF THE EDGE OF THE MESA, AND 18
 ET0274'FEET NORTHWEST OF THE SADDLE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0610 ***********************************************************************
 GR0610  DESIGNATION -  D 134
 GR0610  PID         -  GR0610
 GR0610  STATE/COUNTY-  AZ/MOHAVE
 GR0610  USGS QUAD   -  HOOVER DAM (1997)
 GR0610
 GR0610                         *CURRENT SURVEY CONTROL
 GR0610  ___________________________________________________________________
 GR0610* NAD 83(1986)-  36 00 14.     (N)    114 43 58.     (W)     SCALED    
 GR0610* NAVD 88     -       311.078  (meters)    1020.60   (feet)  POSTED    
 GR0610  ___________________________________________________________________
 GR0610  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0610  DYNAMIC HT  -         310.770 (meters)    1019.58  (feet)  COMP
 GR0610  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 GR0610
 GR0610  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0610
 GR0610.The horizontal coordinates were scaled from a topographic map and have
 GR0610.an estimated accuracy of +/- 6 seconds.
 GR0610
 GR0610.The orthometric height was determined by differential leveling
 GR0610.and adjusted by the National Geodetic Survey in 1992..
 GR0610.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0610.rate greater than 8.0 mm/km.
 GR0610
 GR0610.The geoid height was determined by GEOID03.
 GR0610
 GR0610.The dynamic height is computed by dividing the NAVD 88
 GR0610.geopotential number by the normal gravity value computed on the
 GR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0610.degrees latitude (g = 980.6199 gals.).
 GR0610
 GR0610.The modeled gravity was interpolated from observed gravity values.
 GR0610
 GR0610;                    North         East    Units  Estimated Accuracy
 GR0610;SPC AZ W     -   555,410.      124,760.      MT  (+/- 180 meters Scaled)
 GR0610
 GR0610                          SUPERSEDED SURVEY CONTROL
 GR0610
 GR0610  NGVD 29 (??/??/92)  310.389  (m)         1018.33   (f) ADJ UNCH    1 1
 GR0610
 GR0610.Superseded values are not recommended for survey control.
 GR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0610.See file dsdata.txt to determine how the superseded data were derived.
 GR0610
 GR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV043867(NAD 83)
 GR0610_MARKER: DB = BENCH MARK DISK
 GR0610_SETTING: 66 = SET IN ROCK OUTCROP
 GR0610_SP_SET: ROCK CUT
 GR0610_STAMPING: D 134 1935
 GR0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0610+STABILITY: POSITION/ELEVATION WELL
 GR0610
 GR0610  HISTORY     - Date     Condition        Report By
 GR0610  HISTORY     - 1935     MONUMENTED       CGS
 GR0610  HISTORY     - 1950     GOOD             NGS
 GR0610  HISTORY     - 1963     GOOD             NGS
 GR0610
 GR0610                          STATION DESCRIPTION
 GR0610
 GR0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0610'3.1 MI S FROM HOOVER DAM.
 GR0610'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0610'(ARIZONA) END OF HOOVER DAM, THENCE 1.1 MILES WEST ALONG AN ABANDONED
 GR0610'HOOVER DAM CONSTRUCTION ROAD, ABOUT MIDWAY BETWEEN TWO CURVES, 16 FEET
 GR0610'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE
 GR0610'ROAD, AND SET VERTICALLY IN THE FACE OF A ROCK CUT.
 GR0610
 GR0610                          STATION RECOVERY (1963)
 GR0610
 GR0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0074 ***********************************************************************
 FS0074  DESIGNATION -  D 135
 FS0074  PID         -  FS0074
 FS0074  STATE/COUNTY-  AZ/MOHAVE
 FS0074  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0074
 FS0074                         *CURRENT SURVEY CONTROL
 FS0074  ___________________________________________________________________
 FS0074* NAD 83(1986)-  35 56 02.     (N)    114 38 13.     (W)     SCALED    
 FS0074* NAVD 88     -       662.586  (meters)    2173.83   (feet)  ADJUSTED  
 FS0074  ___________________________________________________________________
 FS0074  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FS0074  DYNAMIC HT  -         661.912 (meters)    2171.62  (feet)  COMP
 FS0074  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 FS0074
 FS0074  VERT ORDER  -  FIRST     CLASS I
 FS0074
 FS0074.The horizontal coordinates were scaled from a topographic map and have
 FS0074.an estimated accuracy of +/- 6 seconds.
 FS0074
 FS0074.The orthometric height was determined by differential leveling
 FS0074.and adjusted by the National Geodetic Survey in June 1991..
 FS0074
 FS0074.The geoid height was determined by GEOID03.
 FS0074
 FS0074.The dynamic height is computed by dividing the NAVD 88
 FS0074.geopotential number by the normal gravity value computed on the
 FS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0074.degrees latitude (g = 980.6199 gals.).
 FS0074
 FS0074.The modeled gravity was interpolated from observed gravity values.
 FS0074
 FS0074;                    North         East    Units  Estimated Accuracy
 FS0074;SPC AZ W     -   547,560.      133,330.      MT  (+/- 180 meters Scaled)
 FS0074
 FS0074                          SUPERSEDED SURVEY CONTROL
 FS0074
 FS0074  NGVD 29 (??/??/92)  661.884  (m)         2171.53   (f) ADJ UNCH    1 1
 FS0074
 FS0074.Superseded values are not recommended for survey control.
 FS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0074.See file dsdata.txt to determine how the superseded data were derived.
 FS0074
 FS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV131791(NAD 83)
 FS0074_MARKER: DB = BENCH MARK DISK
 FS0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0074_SP_SET: CULVERT
 FS0074_STAMPING: D 135 1935
 FS0074_MARK LOGO: CGS   
 FS0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0074
 FS0074  HISTORY     - Date     Condition        Report By
 FS0074  HISTORY     - 1935     MONUMENTED       CGS
 FS0074  HISTORY     - 1950     GOOD             NGS
 FS0074  HISTORY     - 1963     GOOD             NGS
 FS0074  HISTORY     - 1981     GOOD             NGS
 FS0074
 FS0074                          STATION DESCRIPTION
 FS0074
 FS0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0074'9.2 MI SE FROM HOOVER DAM.
 FS0074'9.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0074'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF MILEPOST 9,
 FS0074'112.9 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 FS0074'WALL OF A TRIPLE 5- BY 10-FOOT CONCRETE BOX CULVERT, 43.2 FEET
 FS0074'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF
 FS0074'THE SOUTHEAST END OF A GUARD RAIL, 11 FEET NORTHWEST OF THE FOOT
 FS0074'OF A SMALL HILL, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 3
 FS0074'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FS0074'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0074
 FS0074                          STATION RECOVERY (1963)
 FS0074
 FS0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0074'RECOVERED IN GOOD CONDITION.
 FS0074
 FS0074                          STATION RECOVERY (1981)
 FS0074
 FS0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0074'14.5 KM (9.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0074'OF HOOVER DAM, 64 METERS (210 FT) SOUTHEAST OF THE SOUTHEAST ENTRANCE
 FS0074'TO A REST AREA ON THE NORTHEAST SIDE OF THE HIGHWAY, 19.2 METERS (63
 FS0074'FT) NORTH OF MILEPOST 9, 17.7 METERS (58 FT) NORTHEAST OF THE
 FS0074'CENTERLINE OF THE HIGHWAY, 28.5 METERS (93.5 FT) SOUTHEAST OF THE EAST
 FS0074'CORNER OF A TRIPLE BOX CULVERT, 13.2 METERS (43.2 FT) SOUTHWEST OF THE
 FS0074'CENTERLINE OF THE OLD HIGHWAY.
 FS0074'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0074'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0252 ***********************************************************************
 DT0252  DESIGNATION -  D 136
 DT0252  PID         -  DT0252
 DT0252  STATE/COUNTY-  AZ/APACHE
 DT0252  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0252
 DT0252                         *CURRENT SURVEY CONTROL
 DT0252  ___________________________________________________________________
 DT0252* NAD 83(1986)-  33 53 55.     (N)    109 27 17.     (W)     SCALED    
 DT0252* NAVD 88     -      2726.934  (meters)    8946.62   (feet)  ADJUSTED  
 DT0252  ___________________________________________________________________
 DT0252  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DT0252  DYNAMIC HT  -        2722.326 (meters)    8931.50  (feet)  COMP
 DT0252  MODELED GRAV-     978,847.3   (mgal)                       NAVD 88
 DT0252
 DT0252  VERT ORDER  -  SECOND    CLASS 0
 DT0252
 DT0252.The horizontal coordinates were scaled from a topographic map and have
 DT0252.an estimated accuracy of +/- 6 seconds.
 DT0252
 DT0252.The orthometric height was determined by differential leveling
 DT0252.and adjusted by the National Geodetic Survey in June 1991..
 DT0252
 DT0252.The geoid height was determined by GEOID03.
 DT0252
 DT0252.The dynamic height is computed by dividing the NAVD 88
 DT0252.geopotential number by the normal gravity value computed on the
 DT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0252.degrees latitude (g = 980.6199 gals.).
 DT0252
 DT0252.The modeled gravity was interpolated from observed gravity values.
 DT0252
 DT0252;                    North         East    Units  Estimated Accuracy
 DT0252;SPC AZ E     -   321,640.      279,210.      MT  (+/- 180 meters Scaled)
 DT0252
 DT0252                          SUPERSEDED SURVEY CONTROL
 DT0252
 DT0252  NGVD 29 (??/??/92) 2725.656  (m)         8942.42   (f) ADJ UNCH    2 0
 DT0252
 DT0252.Superseded values are not recommended for survey control.
 DT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0252.See file dsdata.txt to determine how the superseded data were derived.
 DT0252
 DT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC428519(NAD 83)
 DT0252_MARKER: DB = BENCH MARK DISK
 DT0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0252_STAMPING: D-136 1935
 DT0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0252+STABILITY: SURFACE MOTION
 DT0252
 DT0252  HISTORY     - Date     Condition        Report By
 DT0252  HISTORY     - 1935     MONUMENTED       CGS
 DT0252
 DT0252                          STATION DESCRIPTION
 DT0252
 DT0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0252'1.7 MI NE FROM THOMPSON RANCH.
 DT0252'1.7 MI NE ALONG ROAD TO SPRINGERVILLE AND VOIGT RANCH ON THE
 DT0252'SPRINGERVILLE ROAD, AT THE BOTTOM OF A GRASSY HILL, 300 YDS S OF A
 DT0252'CREEK CROSSING, 51 FT W OF THE CENTERLINE OF THE ROAD AND ABOUT 3 FT
 DT0252'ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0280 ***********************************************************************
 DT0280  DESIGNATION -  D 137
 DT0280  PID         -  DT0280
 DT0280  STATE/COUNTY-  AZ/GREENLEE
 DT0280  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0280
 DT0280                         *CURRENT SURVEY CONTROL
 DT0280  ___________________________________________________________________
 DT0280* NAD 83(1986)-  33 43 18.     (N)    109 16 49.     (W)     SCALED    
 DT0280* NAVD 88     -      2344.980  (meters)    7693.49   (feet)  ADJUSTED  
 DT0280  ___________________________________________________________________
 DT0280  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0280  DYNAMIC HT  -        2341.153 (meters)    7680.93  (feet)  COMP
 DT0280  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 DT0280
 DT0280  VERT ORDER  -  SECOND    CLASS 0
 DT0280
 DT0280.The horizontal coordinates were scaled from a topographic map and have
 DT0280.an estimated accuracy of +/- 6 seconds.
 DT0280
 DT0280.The orthometric height was determined by differential leveling
 DT0280.and adjusted by the National Geodetic Survey in June 1991..
 DT0280
 DT0280.The geoid height was determined by GEOID03.
 DT0280
 DT0280.The dynamic height is computed by dividing the NAVD 88
 DT0280.geopotential number by the normal gravity value computed on the
 DT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0280.degrees latitude (g = 980.6199 gals.).
 DT0280
 DT0280.The modeled gravity was interpolated from observed gravity values.
 DT0280
 DT0280;                    North         East    Units  Estimated Accuracy
 DT0280;SPC AZ E     -   302,140.      295,510.      MT  (+/- 180 meters Scaled)
 DT0280
 DT0280                          SUPERSEDED SURVEY CONTROL
 DT0280
 DT0280  NGVD 29 (??/??/92) 2343.91   (m)         7690.0    (f) COMPUTED    2 0
 DT0280
 DT0280.Superseded values are not recommended for survey control.
 DT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0280.See file dsdata.txt to determine how the superseded data were derived.
 DT0280
 DT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC593326(NAD 83)
 DT0280_MARKER: DB = BENCH MARK DISK
 DT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0280_STAMPING: D-137 1935
 DT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0280+STABILITY: SURFACE MOTION
 DT0280
 DT0280  HISTORY     - Date     Condition        Report By
 DT0280  HISTORY     - 1935     MONUMENTED       CGS
 DT0280
 DT0280                          STATION DESCRIPTION
 DT0280
 DT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0280'4.7 MI NW FROM BEAVERHEAD LODGE.
 DT0280'4.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE OUTSIDE OF A CURVE ON
 DT0280'THE NORTHEAST SIDE OF A DRAW, ABOUT 150 YDS NE OF A RANCH HOUSE, 66 FT
 DT0280'E OF A POLE CORRAL, 60 FT N OF THE CENTERLINE OF THE ROAD OPPOSITE A
 DT0280'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0416 ***********************************************************************
 CZ0416  DESIGNATION -  D 140
 CZ0416  PID         -  CZ0416
 CZ0416  STATE/COUNTY-  AZ/PINAL
 CZ0416  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0416
 CZ0416                         *CURRENT SURVEY CONTROL
 CZ0416  ___________________________________________________________________
 CZ0416* NAD 83(1986)-  32 30 25.     (N)    111 23 05.     (W)     SCALED    
 CZ0416* NAVD 88     -       568.33   (+/-2cm)    1864.6    (feet)  VERTCON   
 CZ0416  ___________________________________________________________________
 CZ0416  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0416
 CZ0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0416
 CZ0416.The horizontal coordinates were scaled from a topographic map and have
 CZ0416.an estimated accuracy of +/- 6 seconds.
 CZ0416
 CZ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0416.The vertical order pertains to the NGVD 29 superseded value.
 CZ0416
 CZ0416.The geoid height was determined by GEOID03.
 CZ0416
 CZ0416;                    North         East    Units  Estimated Accuracy
 CZ0416;SPC AZ C     -   167,200.      263,340.      MT  (+/- 180 meters Scaled)
 CZ0416
 CZ0416                          SUPERSEDED SURVEY CONTROL
 CZ0416
 CZ0416  NGVD 29 (??/??/92)  567.855  (m)         1863.04   (f) ADJ UNCH    2 0
 CZ0416
 CZ0416.Superseded values are not recommended for survey control.
 CZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0416.See file dsdata.txt to determine how the superseded data were derived.
 CZ0416
 CZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA638966(NAD 83)
 CZ0416_MARKER: DB = BENCH MARK DISK
 CZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0416_STAMPING: D 140 1935
 CZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0416+STABILITY: SURFACE MOTION
 CZ0416
 CZ0416  HISTORY     - Date     Condition        Report By
 CZ0416  HISTORY     - 1935     MONUMENTED       CGS
 CZ0416  HISTORY     - 1951     GOOD             NGS
 CZ0416  HISTORY     - 1977     GOOD             USGS
 CZ0416
 CZ0416                          STATION DESCRIPTION
 CZ0416
 CZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0416'9.1 MI S FROM RED ROCK.
 CZ0416'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0416'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0416'ROAD, THENCE 3.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD,
 CZ0416'0.5 MILE NORTHWEST OF A JUNCTION WITH A TRACK ROAD LEADING SOUTHWEST
 CZ0416'AND A FENCE CORNER, 0.2 MILE SOUTH OF THE SOUTH END OF A ROCK COVERED
 CZ0416'HILL, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 CZ0416'THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0416'FOOT ABOVE THE GROUND.
 CZ0416
 CZ0416                          STATION RECOVERY (1977)
 CZ0416
 CZ0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0416'0.2 MI. SE ALONG THE FRONTAGE RD. FROM THE SP R.R. SIDING AT RED
 CZ0416'ROCK, 5.7 MI. WEST ALONG A GRADED RD., 3.2 MI. SOUTH ALONG A GRADED
 CZ0416'RD. THRU A RANCH YARD, 0.5 MI. NW OF A JCT. WITH A TRACK RD. LEADING
 CZ0416'SW AND A FENCE CORNER, 0.2 MI. SOUTH OF THE SOUTH END OF A ROCK
 CZ0416'COVERED HILL, 22.5 FT. EAST OF THE CENTER LINE OF THE RD., 2 FT. WEST
 CZ0416'OF THE WITNESS POST. SET IN THE TOP OF A CONC POST PROJECTING 0.5 FT.
 CZ0416'ABOVE THE GROUND. STD. DISK STAMPED D 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0128 ***********************************************************************
 ES0128  DESIGNATION -  D 141
 ES0128  PID         -  ES0128
 ES0128  STATE/COUNTY-  AZ/NAVAJO
 ES0128  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0128
 ES0128                         *CURRENT SURVEY CONTROL
 ES0128  ___________________________________________________________________
 ES0128* NAD 83(1986)-  34 15 24.     (N)    110 02 56.     (W)     SCALED    
 ES0128* NAVD 88     -      1939.860  (meters)    6364.36   (feet)  ADJUSTED  
 ES0128  ___________________________________________________________________
 ES0128  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0128  DYNAMIC HT  -        1936.981 (meters)    6354.91  (feet)  COMP
 ES0128  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 ES0128
 ES0128  VERT ORDER  -  SECOND    CLASS 0
 ES0128
 ES0128.The horizontal coordinates were scaled from a topographic map and have
 ES0128.an estimated accuracy of +/- 6 seconds.
 ES0128
 ES0128.The orthometric height was determined by differential leveling
 ES0128.and adjusted by the National Geodetic Survey in June 1991..
 ES0128
 ES0128.The geoid height was determined by GEOID03.
 ES0128
 ES0128.The dynamic height is computed by dividing the NAVD 88
 ES0128.geopotential number by the normal gravity value computed on the
 ES0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0128.degrees latitude (g = 980.6199 gals.).
 ES0128
 ES0128.The modeled gravity was interpolated from observed gravity values.
 ES0128
 ES0128;                    North         East    Units  Estimated Accuracy
 ES0128;SPC AZ E     -   361,130.      224,210.      MT  (+/- 180 meters Scaled)
 ES0128
 ES0128                          SUPERSEDED SURVEY CONTROL
 ES0128
 ES0128  NGVD 29 (??/??/92) 1938.959  (m)         6361.40   (f) ADJ UNCH    2 0
 ES0128
 ES0128.Superseded values are not recommended for survey control.
 ES0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0128.See file dsdata.txt to determine how the superseded data were derived.
 ES0128
 ES0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC875910(NAD 83)
 ES0128_MARKER: DB = BENCH MARK DISK
 ES0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0128_STAMPING: D 141 1935
 ES0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0128+STABILITY: SURFACE MOTION
 ES0128
 ES0128  HISTORY     - Date     Condition        Report By
 ES0128  HISTORY     - 1935     MONUMENTED       CGS
 ES0128  HISTORY     - 1972     GOOD             USGS
 ES0128  HISTORY     - 1983     GOOD             NGS
 ES0128
 ES0128                          STATION DESCRIPTION
 ES0128
 ES0128'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0128'0.95 MI W FROM SHOW LOW.
 ES0128'FROM THE P.O. AT SHOW LOW GO N. ON N. 2 ND. AVE 0.15 MI TO JUNCTION
 ES0128'WITH OLD LINDEN ROAD (ALSO POSTED W. ADAMS ST). PROCEED W. ON OLD
 ES0128'LINDEN ROAD 0.8 MI.  BM IS 10 FT. E. OF W. DRIVEWAY OF 2 HOUSES AND 50
 ES0128'FT. S. OF CENTERLINE OF ROAD.  A STANDARD DISK SET IN CONCRETE POST
 ES0128'PROJECTING 6 INCHES, STAMPED D 141 1935.
 ES0128
 ES0128                          STATION RECOVERY (1983)
 ES0128
 ES0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0246 ***********************************************************************
 ES0246  DESIGNATION -  D 142
 ES0246  PID         -  ES0246
 ES0246  STATE/COUNTY-  AZ/NAVAJO
 ES0246  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0246
 ES0246                         *CURRENT SURVEY CONTROL
 ES0246  ___________________________________________________________________
 ES0246* NAD 83(1986)-  34 41 33.     (N)    110 44 20.     (W)     SCALED    
 ES0246* NAVD 88     -      1834.468  (meters)    6018.58   (feet)  ADJUSTED  
 ES0246  ___________________________________________________________________
 ES0246  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0246  DYNAMIC HT  -        1831.845 (meters)    6009.98  (feet)  COMP
 ES0246  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 ES0246
 ES0246  VERT ORDER  -  SECOND    CLASS 0
 ES0246
 ES0246.The horizontal coordinates were scaled from a topographic map and have
 ES0246.an estimated accuracy of +/- 6 seconds.
 ES0246
 ES0246.The orthometric height was determined by differential leveling
 ES0246.and adjusted by the National Geodetic Survey in June 1991..
 ES0246
 ES0246.The geoid height was determined by GEOID03.
 ES0246
 ES0246.The dynamic height is computed by dividing the NAVD 88
 ES0246.geopotential number by the normal gravity value computed on the
 ES0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0246.degrees latitude (g = 980.6199 gals.).
 ES0246
 ES0246.The modeled gravity was interpolated from observed gravity values.
 ES0246
 ES0246;                    North         East    Units  Estimated Accuracy
 ES0246;SPC AZ E     -   409,610.      160,930.      MT  (+/- 180 meters Scaled)
 ES0246
 ES0246                          SUPERSEDED SURVEY CONTROL
 ES0246
 ES0246  NGVD 29 (??/??/92) 1833.558  (m)         6015.60   (f) ADJ UNCH    2 0
 ES0246
 ES0246.Superseded values are not recommended for survey control.
 ES0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0246.See file dsdata.txt to determine how the superseded data were derived.
 ES0246
 ES0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD239389(NAD 83)
 ES0246_MARKER: DB = BENCH MARK DISK
 ES0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0246_STAMPING: D-142 1935
 ES0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0246+STABILITY: SURFACE MOTION
 ES0246
 ES0246  HISTORY     - Date     Condition        Report By
 ES0246  HISTORY     - 1935     MONUMENTED       CGS
 ES0246  HISTORY     - 1974     GOOD             AZDT
 ES0246
 ES0246                          STATION DESCRIPTION
 ES0246
 ES0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0246'14.4 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0246'14.4 MI NE ALONG ROAD TO WINSLOW.  25.6 MI S.W. OF WINSLOW (UNION OIL
 ES0246'CO. PLANT).  ON THE NORTHWEST SLOPE OF A GRASS COVERED RIDGE, 150 FEET
 ES0246'N OF THE N END OF A CURVE IN THE ROAD, 30 FEET NW OF THE CENTERLINE OF
 ES0246'THE ROAD.
 ES0246
 ES0246                          STATION RECOVERY (1974)
 ES0246
 ES0246'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ES0246'FROM U.S. POST OFFICE IN WINSLOW, GO S. ON ARIZ HWYS 87 AND 99 FOR
 ES0246'0.15 MILE, UNDER THE SANTA FE RAILROAD. CONTINUE S. FOR 1.10 MILES
 ES0246'(CROSSING THE WINSLOW FLOOD CONTROL DIKE) TO THE JCT OF HWY 87 S AND
 ES0246'99 S. EASTERLY. TURN LEFT ON HWY 99, TOWARD CHEVELON RANGER STATION
 ES0246'FOR 22.10 MILES TO A DIM TRACK ROAD LEFT. TURN LEFT, PASSING LITTLE
 ES0246'ANTELOPE TANK, FOR 1.90 MILES TO THE JCT. OF ANOTHER DIM TRACK ROAD
 ES0246'N.E. AND S.W. (APPROX 1000 FT. BEFORE REACHING A WINDMILL AND TANK)
 ES0246'TURN RIGHT (S.W.) FOR 1.8 MILES TO THE BENCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0162 ***********************************************************************
 ES0162  DESIGNATION -  D 146
 ES0162  PID         -  ES0162
 ES0162  STATE/COUNTY-  AZ/NAVAJO
 ES0162  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0162
 ES0162                         *CURRENT SURVEY CONTROL
 ES0162  ___________________________________________________________________
 ES0162* NAD 83(1986)-  34 12 50.     (N)    110 04 24.     (W)     SCALED    
 ES0162* NAVD 88     -      1999.195  (meters)    6559.03   (feet)  ADJUSTED  
 ES0162  ___________________________________________________________________
 ES0162  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0162  DYNAMIC HT  -        1996.203 (meters)    6549.21  (feet)  COMP
 ES0162  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 ES0162
 ES0162  VERT ORDER  -  SECOND    CLASS 0
 ES0162
 ES0162.The horizontal coordinates were scaled from a topographic map and have
 ES0162.an estimated accuracy of +/- 6 seconds.
 ES0162
 ES0162.The orthometric height was determined by differential leveling
 ES0162.and adjusted by the National Geodetic Survey in June 1991..
 ES0162
 ES0162.The geoid height was determined by GEOID03.
 ES0162
 ES0162.The dynamic height is computed by dividing the NAVD 88
 ES0162.geopotential number by the normal gravity value computed on the
 ES0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0162.degrees latitude (g = 980.6199 gals.).
 ES0162
 ES0162.The modeled gravity was interpolated from observed gravity values.
 ES0162
 ES0162;                    North         East    Units  Estimated Accuracy
 ES0162;SPC AZ E     -   356,380.      221,960.      MT  (+/- 180 meters Scaled)
 ES0162
 ES0162                          SUPERSEDED SURVEY CONTROL
 ES0162
 ES0162  NGVD 29 (??/??/92) 1998.266  (m)         6555.98   (f) ADJ UNCH    2 0
 ES0162
 ES0162.Superseded values are not recommended for survey control.
 ES0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0162.See file dsdata.txt to determine how the superseded data were derived.
 ES0162
 ES0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC853862(NAD 83)
 ES0162_MARKER: DB = BENCH MARK DISK
 ES0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0162_SP_SET: CATTLE GUARD
 ES0162_STAMPING: D 146 1960
 ES0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0162
 ES0162  HISTORY     - Date     Condition        Report By
 ES0162  HISTORY     - 1960     MONUMENTED       CGS
 ES0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0162
 ES0162                          STATION DESCRIPTION
 ES0162
 ES0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0162'4.3 MI SW FROM SHOW LOW.
 ES0162'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0162'SHOW LOW, THENCE 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0162'HIGHWAY 77, AT A JUNCTION OF A ROAD LEADING EAST, IN SECTION 36, R 21
 ES0162'E, T 10 N, SET IN THE TOP AND THE CENTER OF THE SOUTH HEADWALL OF A
 ES0162'CATTLE GUARD ON THE ROAD LEADING EAST, 66 FEET EAST OF THE CENTER LINE
 ES0162'OF THE HIGHWAY, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 ES0162'EAST, 1/2 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND 1
 ES0162'FOOT ABOVE THE ROAD LEADING EAST.
 ES0162
 ES0162                          STATION RECOVERY (1983)
 ES0162
 ES0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0317 ***********************************************************************
 DU0317  DESIGNATION -  D 147
 DU0317  PID         -  DU0317
 DU0317  STATE/COUNTY-  AZ/GILA
 DU0317  USGS QUAD   -  CHRYSOTILE (1966)
 DU0317
 DU0317                         *CURRENT SURVEY CONTROL
 DU0317  ___________________________________________________________________
 DU0317* NAD 83(1986)-  33 43 42.     (N)    110 31 38.     (W)     SCALED    
 DU0317* NAVD 88     -      1690.425  (meters)    5546.00   (feet)  ADJUSTED  
 DU0317  ___________________________________________________________________
 DU0317  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DU0317  DYNAMIC HT  -        1687.985 (meters)    5538.00  (feet)  COMP
 DU0317  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 DU0317
 DU0317  VERT ORDER  -  FIRST     CLASS II
 DU0317
 DU0317.The horizontal coordinates were scaled from a topographic map and have
 DU0317.an estimated accuracy of +/- 6 seconds.
 DU0317
 DU0317.The orthometric height was determined by differential leveling
 DU0317.and adjusted by the National Geodetic Survey in June 1991..
 DU0317.WARNING-Repeat measurements at this control monument indicate possible
 DU0317.vertical movement.
 DU0317
 DU0317.The geoid height was determined by GEOID03.
 DU0317
 DU0317.The dynamic height is computed by dividing the NAVD 88
 DU0317.geopotential number by the normal gravity value computed on the
 DU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0317.degrees latitude (g = 980.6199 gals.).
 DU0317
 DU0317.The modeled gravity was interpolated from observed gravity values.
 DU0317
 DU0317;                    North         East    Units  Estimated Accuracy
 DU0317;SPC AZ E     -   302,580.      179,950.      MT  (+/- 180 meters Scaled)
 DU0317
 DU0317                          SUPERSEDED SURVEY CONTROL
 DU0317
 DU0317  NGVD 29 (??/??/92) 1689.714  (m)         5543.67   (f) ADJ UNCH    1 2
 DU0317
 DU0317.Superseded values are not recommended for survey control.
 DU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0317.See file dsdata.txt to determine how the superseded data were derived.
 DU0317
 DU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC437321(NAD 83)
 DU0317_MARKER: DB = BENCH MARK DISK
 DU0317_SETTING: 80 = SET IN A BOULDER
 DU0317_SP_SET: BOULDER
 DU0317_STAMPING: D 147 1960
 DU0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0317+STABILITY: SURFACE MOTION
 DU0317
 DU0317  HISTORY     - Date     Condition        Report By
 DU0317  HISTORY     - 1960     MONUMENTED       CGS
 DU0317  HISTORY     - 1979     GOOD             NGS
 DU0317
 DU0317                          STATION DESCRIPTION
 DU0317
 DU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0317'2.5 MI SW FROM SENECA.
 DU0317'ABOUT 2.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0317'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0317'0.15 MILE NORTHEAST OF THE TONTO NATIONAL FOREST SIGN, 118 FEET WEST
 DU0317'OF THE CENTER LINE OF THE NEW HIGHWAY, IN THE TOP OF A BOULDER
 DU0317'PROJECTING 6 INCHES ABOVE THE GROUND, 58 FEET WEST OF THE CENTER LINE
 DU0317'OF A PORTION OF THE OLD HIGHWAY, 17 FEET WEST OF A FENCE, 21 FEET
 DU0317'NORTHWEST OF A STEEL FENCE POST HAVING 2 STEEL BRACES, ABOUT LEVEL
 DU0317'WITH THE OLD HIGHWAY AND ABOUT 6 FEET ABOVE THE LEVEL OF THE NEW
 DU0317'HIGHWAY.
 DU0317
 DU0317                          STATION RECOVERY (1979)
 DU0317
 DU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0317'8.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0317'IN SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 285, SET IN THE
 DU0317'TOP OF A BOULDER, ALSO, 29.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60
 DU0317'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, 118 FEET WEST OF THE
 DU0317'CENTERLINE OF THE HIGHWAY, 58 FEET WEST OF THE CENTER OF A PAVED
 DU0317'ROAD (OLD U.S. HIGHWAY 60), 21 FEET NORTHWEST OF A STEEL FENCE POST
 DU0317'WITH TWO STEEL BRACES AND 17 FEET WEST OF A FENCE.
 DU0317'THE MARK IS 3.3 FT  W FROM A WITNESS POST.
 DU0317'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0155 ***********************************************************************
 DU0155  DESIGNATION -  D 149
 DU0155  PID         -  DU0155
 DU0155  STATE/COUNTY-  AZ/GRAHAM
 DU0155  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0155
 DU0155                         *CURRENT SURVEY CONTROL
 DU0155  ___________________________________________________________________
 DU0155* NAD 83(1986)-  33 21 18.     (N)    110 22 07.     (W)     SCALED    
 DU0155* NAVD 88     -      1166.682  (meters)    3827.69   (feet)  ADJUSTED  
 DU0155  ___________________________________________________________________
 DU0155  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DU0155  DYNAMIC HT  -        1165.063 (meters)    3822.38  (feet)  COMP
 DU0155  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 DU0155
 DU0155  VERT ORDER  -  SECOND    CLASS 0
 DU0155
 DU0155.The horizontal coordinates were scaled from a topographic map and have
 DU0155.an estimated accuracy of +/- 6 seconds.
 DU0155
 DU0155.The orthometric height was determined by differential leveling
 DU0155.and adjusted by the National Geodetic Survey in June 1991..
 DU0155
 DU0155.The geoid height was determined by GEOID03.
 DU0155
 DU0155.The dynamic height is computed by dividing the NAVD 88
 DU0155.geopotential number by the normal gravity value computed on the
 DU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0155.degrees latitude (g = 980.6199 gals.).
 DU0155
 DU0155.The modeled gravity was interpolated from observed gravity values.
 DU0155
 DU0155;                    North         East    Units  Estimated Accuracy
 DU0155;SPC AZ E     -   261,140.      194,570.      MT  (+/- 180 meters Scaled)
 DU0155
 DU0155                          SUPERSEDED SURVEY CONTROL
 DU0155
 DU0155  NGVD 29 (??/??/92) 1166.059  (m)         3825.65   (f) ADJ UNCH    2 0
 DU0155
 DU0155.Superseded values are not recommended for survey control.
 DU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0155.See file dsdata.txt to determine how the superseded data were derived.
 DU0155
 DU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB587908(NAD 83)
 DU0155_MARKER: DB = BENCH MARK DISK
 DU0155_SETTING: 66 = SET IN ROCK OUTCROP
 DU0155_SP_SET: ROCK OUTCROP
 DU0155_STAMPING: D 149 1935
 DU0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0155+STABILITY: POSITION/ELEVATION WELL
 DU0155
 DU0155  HISTORY     - Date     Condition        Report By
 DU0155  HISTORY     - 1935     MONUMENTED       CGS
 DU0155
 DU0155                          STATION DESCRIPTION
 DU0155
 DU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0155'2.0 MI S FROM SAN CARLOS.
 DU0155'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0155'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 6.1 MILES EAST
 DU0155'ALONG THE ASH CREEK RANCH ROAD, 0.5 MILE EAST OF A 5-FOOT CULVERT, 125
 DU0155'FEET SOUTH OF A 12-INCH CULVERT, 58 FEET NORTHEAST OF THE CENTERLINE
 DU0155'OF THE ROAD, AND IN THE TOP OF THE NORTHEAST EDGE OF A LARGE ROCK
 DU0155'OUTCROP.  A STANDARD DISK, STAMPED D 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0561 ***********************************************************************
 CY0561  DESIGNATION -  D 15
 CY0561  PID         -  CY0561
 CY0561  STATE/COUNTY-  AZ/GRAHAM
 CY0561  USGS QUAD   -  PIMA (1985)
 CY0561
 CY0561                         *CURRENT SURVEY CONTROL
 CY0561  ___________________________________________________________________
 CY0561* NAD 83(1986)-  32 53 29.     (N)    109 49 38.     (W)     SCALED    
 CY0561* NAVD 88     -       868.556  (meters)    2849.59   (feet)  ADJUSTED  
 CY0561  ___________________________________________________________________
 CY0561  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0561  DYNAMIC HT  -         867.346 (meters)    2845.62  (feet)  COMP
 CY0561  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 CY0561
 CY0561  VERT ORDER  -  FIRST     CLASS II
 CY0561
 CY0561.The horizontal coordinates were scaled from a topographic map and have
 CY0561.an estimated accuracy of +/- 6 seconds.
 CY0561
 CY0561.The orthometric height was determined by differential leveling
 CY0561.and adjusted by the National Geodetic Survey in June 1991..
 CY0561.WARNING-Repeat measurements at this control monument indicate possible
 CY0561.vertical movement.
 CY0561
 CY0561.The geoid height was determined by GEOID03.
 CY0561
 CY0561.The dynamic height is computed by dividing the NAVD 88
 CY0561.geopotential number by the normal gravity value computed on the
 CY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0561.degrees latitude (g = 980.6199 gals.).
 CY0561
 CY0561.The modeled gravity was interpolated from observed gravity values.
 CY0561
 CY0561;                    North         East    Units  Estimated Accuracy
 CY0561;SPC AZ E     -   209,760.      245,120.      MT  (+/- 180 meters Scaled)
 CY0561
 CY0561                          SUPERSEDED SURVEY CONTROL
 CY0561
 CY0561  NGVD 29 (??/??/92)  867.955  (m)         2847.62   (f) ADJ UNCH    1 2
 CY0561
 CY0561.Superseded values are not recommended for survey control.
 CY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0561.See file dsdata.txt to determine how the superseded data were derived.
 CY0561
 CY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB096398(NAD 83)
 CY0561_MARKER: DB = BENCH MARK DISK
 CY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0561_STAMPING: 2847.616 D 15 1932
 CY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0561+STABILITY: SURFACE MOTION
 CY0561
 CY0561  HISTORY     - Date     Condition        Report By
 CY0561  HISTORY     - 1932     MONUMENTED       CGS
 CY0561  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0561
 CY0561                          STATION DESCRIPTION
 CY0561
 CY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0561'IN PIMA.
 CY0561'ON SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 700 FT. EAST OF MILEPOST
 CY0561'1146, 15 FT. NORTH OF RAILROAD CENTER LINE, 900 FT. WEST OF DEPOT, 45
 CY0561'FT. WEST OF STREET CENTER LINE.
 CY0561
 CY0561                          STATION RECOVERY (1979)
 CY0561
 CY0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0561'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MEASUREMENTS PLACE
 CY0561'THIS MARK AT THE EDGE OF A DIRT ROAD.  THE MARK IS PRESUMED
 CY0561'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0177 ***********************************************************************
 DU0177  DESIGNATION -  D 150
 DU0177  PID         -  DU0177
 DU0177  STATE/COUNTY-  AZ/GRAHAM
 DU0177  USGS QUAD   -  SAN CARLOS (1979)
 DU0177
 DU0177                         *CURRENT SURVEY CONTROL
 DU0177  ___________________________________________________________________
 DU0177* NAD 83(1986)-  33 17 55.     (N)    110 23 03.     (W)     SCALED    
 DU0177* NAVD 88     -       905.038  (meters)    2969.28   (feet)  ADJUSTED  
 DU0177  ___________________________________________________________________
 DU0177  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0177  DYNAMIC HT  -         903.820 (meters)    2965.28  (feet)  COMP
 DU0177  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 DU0177
 DU0177  VERT ORDER  -  SECOND    CLASS 0
 DU0177
 DU0177.The horizontal coordinates were scaled from a topographic map and have
 DU0177.an estimated accuracy of +/- 6 seconds.
 DU0177
 DU0177.The orthometric height was determined by differential leveling
 DU0177.and adjusted by the National Geodetic Survey in June 1991..
 DU0177
 DU0177.The geoid height was determined by GEOID03.
 DU0177
 DU0177.The dynamic height is computed by dividing the NAVD 88
 DU0177.geopotential number by the normal gravity value computed on the
 DU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0177.degrees latitude (g = 980.6199 gals.).
 DU0177
 DU0177.The modeled gravity was interpolated from observed gravity values.
 DU0177
 DU0177;                    North         East    Units  Estimated Accuracy
 DU0177;SPC AZ E     -   254,890.      193,110.      MT  (+/- 180 meters Scaled)
 DU0177
 DU0177                          SUPERSEDED SURVEY CONTROL
 DU0177
 DU0177  NGVD 29 (??/??/92)  904.456  (m)         2967.37   (f) ADJ UNCH    2 0
 DU0177
 DU0177.Superseded values are not recommended for survey control.
 DU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0177.See file dsdata.txt to determine how the superseded data were derived.
 DU0177
 DU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB573845(NAD 83)
 DU0177_MARKER: DB = BENCH MARK DISK
 DU0177_SETTING: 0 = UNSPECIFIED SETTING
 DU0177_STAMPING: D 150 1935
 DU0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0177
 DU0177  HISTORY     - Date     Condition        Report By
 DU0177  HISTORY     - 1935     MONUMENTED       CGS
 DU0177
 DU0177                          STATION DESCRIPTION
 DU0177
 DU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0177'7.2 MI S FROM SAN CARLOS.
 DU0177'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0177'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 5.0 MILES
 DU0177'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 0.2 MILE SOUTH OF THE
 DU0177'CROSSING OVER A WASH, 70 FEET NORTH OF A CURVE, AND 52 FEET EAST OF
 DU0177'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 150 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0394 ***********************************************************************
 DT0394  DESIGNATION -  D 153
 DT0394  PID         -  DT0394
 DT0394  STATE/COUNTY-  AZ/GRAHAM
 DT0394  USGS QUAD   -  BONITA TANK (1989)
 DT0394
 DT0394                         *CURRENT SURVEY CONTROL
 DT0394  ___________________________________________________________________
 DT0394* NAD 83(1986)-  33 11 00.     (N)    109 47 09.     (W)     SCALED    
 DT0394* NAVD 88     -      1525.532  (meters)    5005.02   (feet)  ADJUSTED  
 DT0394  ___________________________________________________________________
 DT0394  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0394  DYNAMIC HT  -        1523.257 (meters)    4997.55  (feet)  COMP
 DT0394  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 DT0394
 DT0394  VERT ORDER  -  SECOND    CLASS 0
 DT0394
 DT0394.The horizontal coordinates were scaled from a topographic map and have
 DT0394.an estimated accuracy of +/- 6 seconds.
 DT0394
 DT0394.The orthometric height was determined by differential leveling
 DT0394.and adjusted by the National Geodetic Survey in June 1991..
 DT0394
 DT0394.The geoid height was determined by GEOID03.
 DT0394
 DT0394.The dynamic height is computed by dividing the NAVD 88
 DT0394.geopotential number by the normal gravity value computed on the
 DT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0394.degrees latitude (g = 980.6199 gals.).
 DT0394
 DT0394.The modeled gravity was interpolated from observed gravity values.
 DT0394
 DT0394;                    North         East    Units  Estimated Accuracy
 DT0394;SPC AZ E     -   242,150.      248,870.      MT  (+/- 180 meters Scaled)
 DT0394
 DT0394                          SUPERSEDED SURVEY CONTROL
 DT0394
 DT0394  NGVD 29 (??/??/92) 1524.79   (m)         5002.6    (f) COMPUTED    2 0
 DT0394
 DT0394.Superseded values are not recommended for survey control.
 DT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0394.See file dsdata.txt to determine how the superseded data were derived.
 DT0394
 DT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB131722(NAD 83)
 DT0394_MARKER: DB = BENCH MARK DISK
 DT0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0394_STAMPING: D 153 1935
 DT0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0394+STABILITY: SURFACE MOTION
 DT0394
 DT0394  HISTORY     - Date     Condition        Report By
 DT0394  HISTORY     - 1935     MONUMENTED       CGS
 DT0394  HISTORY     - 1960     MARK NOT FOUND   USGS
 DT0394
 DT0394                          STATION DESCRIPTION
 DT0394
 DT0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0394'11.3 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0394'11.3 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.7 MI. SE OF GATE ACROSS
 DT0394'ROAD, 0.6 MI. NW OF ROAD FORK, 300 FT. NE OF FENCE CORNER AND 33 FT. E
 DT0394'OF CENTERLINE OF ROAD ON EASY RISE.
 DT0394
 DT0394                          STATION RECOVERY (1960)
 DT0394
 DT0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DT0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0131 ***********************************************************************
 DU0131  DESIGNATION -  D 16
 DU0131  PID         -  DU0131
 DU0131  STATE/COUNTY-  AZ/GRAHAM
 DU0131  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0131
 DU0131                         *CURRENT SURVEY CONTROL
 DU0131  ___________________________________________________________________
 DU0131* NAD 83(1986)-  33 14 19.     (N)    110 24 58.     (W)     SCALED    
 DU0131* NAVD 88     -       788.918  (meters)    2588.31   (feet)  ADJUSTED  
 DU0131  ___________________________________________________________________
 DU0131  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0131  DYNAMIC HT  -         787.869 (meters)    2584.87  (feet)  COMP
 DU0131  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 DU0131
 DU0131  VERT ORDER  -  FIRST     CLASS II
 DU0131
 DU0131.The horizontal coordinates were scaled from a topographic map and have
 DU0131.an estimated accuracy of +/- 6 seconds.
 DU0131
 DU0131.The orthometric height was determined by differential leveling
 DU0131.and adjusted by the National Geodetic Survey in June 1991..
 DU0131
 DU0131.The geoid height was determined by GEOID03.
 DU0131
 DU0131.The dynamic height is computed by dividing the NAVD 88
 DU0131.geopotential number by the normal gravity value computed on the
 DU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0131.degrees latitude (g = 980.6199 gals.).
 DU0131
 DU0131.The modeled gravity was interpolated from observed gravity values.
 DU0131
 DU0131;                    North         East    Units  Estimated Accuracy
 DU0131;SPC AZ E     -   248,240.      190,110.      MT  (+/- 180 meters Scaled)
 DU0131
 DU0131                          SUPERSEDED SURVEY CONTROL
 DU0131
 DU0131  NGVD 29 (??/??/92)  788.350  (m)         2586.45   (f) ADJ UNCH    1 2
 DU0131
 DU0131.Superseded values are not recommended for survey control.
 DU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0131.See file dsdata.txt to determine how the superseded data were derived.
 DU0131
 DU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB543778(NAD 83)
 DU0131_MARKER: DB = BENCH MARK DISK
 DU0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0131_SP_SET: CULVERT
 DU0131_STAMPING: 2586.445 D 16 1933
 DU0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0131
 DU0131  HISTORY     - Date     Condition        Report By
 DU0131  HISTORY     - 1933     MONUMENTED       CGS
 DU0131
 DU0131                          STATION DESCRIPTION
 DU0131
 DU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0131'9.0 MI S FROM SAN CARLOS.
 DU0131'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.0 MILE WEST OF DILI SIDING, 250
 DU0131'FEET WEST OF MILEPOST 1192, 12 FEET NORTH OF RAILROAD CENTER-LINE, ON
 DU0131'CONCRETE HEADWALL OF RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0310 ***********************************************************************
 DU0310  DESIGNATION -  D 17
 DU0310  PID         -  DU0310
 DU0310  STATE/COUNTY-  AZ/GILA
 DU0310  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0310
 DU0310                         *CURRENT SURVEY CONTROL
 DU0310  ___________________________________________________________________
 DU0310* NAD 83(1986)-  33 31 29.     (N)    110 53 39.     (W)     SCALED    
 DU0310* NAVD 88     -      1077.031  (meters)    3533.56   (feet)  ADJUSTED  
 DU0310  ___________________________________________________________________
 DU0310  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DU0310  DYNAMIC HT  -        1075.594 (meters)    3528.84  (feet)  COMP
 DU0310  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 DU0310
 DU0310  VERT ORDER  -  FIRST     CLASS II
 DU0310
 DU0310.The horizontal coordinates were scaled from a topographic map and have
 DU0310.an estimated accuracy of +/- 6 seconds.
 DU0310
 DU0310.The orthometric height was determined by differential leveling
 DU0310.and adjusted by the National Geodetic Survey in June 1991..
 DU0310
 DU0310.The geoid height was determined by GEOID03.
 DU0310
 DU0310.The dynamic height is computed by dividing the NAVD 88
 DU0310.geopotential number by the normal gravity value computed on the
 DU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0310.degrees latitude (g = 980.6199 gals.).
 DU0310
 DU0310.The modeled gravity was interpolated from observed gravity values.
 DU0310
 DU0310;                    North         East    Units  Estimated Accuracy
 DU0310;SPC AZ E     -   280,180.      145,780.      MT  (+/- 180 meters Scaled)
 DU0310
 DU0310                          SUPERSEDED SURVEY CONTROL
 DU0310
 DU0310  NGVD 29 (??/??/92) 1076.432  (m)         3531.59   (f) ADJ UNCH    1 2
 DU0310
 DU0310.Superseded values are not recommended for survey control.
 DU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0310.See file dsdata.txt to determine how the superseded data were derived.
 DU0310
 DU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC098094(NAD 83)
 DU0310_MARKER: DB = BENCH MARK DISK
 DU0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0310_STAMPING: 3531.594 D 17 1933
 DU0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0310+STABILITY: SURFACE MOTION
 DU0310
 DU0310  HISTORY     - Date     Condition        Report By
 DU0310  HISTORY     - 1933     MONUMENTED       CGS
 DU0310  HISTORY     - 1934     GOOD             NGS
 DU0310  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0310  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0310
 DU0310                          STATION DESCRIPTION
 DU0310
 DU0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0310'13.1 MI N FROM GLOBE.
 DU0310'13.1 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0310'COUNTY, 7.7 MILES NORTHWEST OF A BRIDGE OVER PINAL CREEK, AT THE
 DU0310'SUMMIT OF THE GRADE BETWEEN HICKS CANYON AND DEVORE CANYON, AND 40
 DU0310'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 DU0310'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0310
 DU0310                          STATION RECOVERY (1934)
 DU0310
 DU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0310'RECOVERED IN GOOD CONDITION.
 DU0310
 DU0310                          STATION RECOVERY (1979)
 DU0310
 DU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0310'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0310
 DU0310                          STATION RECOVERY (2005)
 DU0310
 DU0310'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0286 ***********************************************************************
 DU0286  DESIGNATION -  D 18
 DU0286  PID         -  DU0286
 DU0286  STATE/COUNTY-  AZ/GILA
 DU0286  USGS QUAD   -  CHRISTMAS (1979)
 DU0286
 DU0286                         *CURRENT SURVEY CONTROL
 DU0286  ___________________________________________________________________
 DU0286* NAD 83(1986)-  33 05 18.     (N)    110 42 54.     (W)     SCALED    
 DU0286* NAVD 88     -       634.42   (+/-2cm)    2081.4    (feet)  VERTCON   
 DU0286  ___________________________________________________________________
 DU0286  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU0286
 DU0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0286
 DU0286.The horizontal coordinates were scaled from a topographic map and have
 DU0286.an estimated accuracy of +/- 6 seconds.
 DU0286
 DU0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0286.The vertical order pertains to the NGVD 29 superseded value.
 DU0286
 DU0286.The geoid height was determined by GEOID03.
 DU0286
 DU0286;                    North         East    Units  Estimated Accuracy
 DU0286;SPC AZ E     -   231,680.      162,170.      MT  (+/- 180 meters Scaled)
 DU0286
 DU0286                          SUPERSEDED SURVEY CONTROL
 DU0286
 DU0286  NGVD 29 (??/??/92)  633.827  (m)         2079.48   (f) ADJ UNCH    2 0
 DU0286
 DU0286.Superseded values are not recommended for survey control.
 DU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0286.See file dsdata.txt to determine how the superseded data were derived.
 DU0286
 DU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB265611(NAD 83)
 DU0286_MARKER: DB = BENCH MARK DISK
 DU0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0286_STAMPING: 2079.540 D 18 1933
 DU0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0286+STABILITY: SURFACE MOTION
 DU0286
 DU0286  HISTORY     - Date     Condition        Report By
 DU0286  HISTORY     - 1933     MONUMENTED       CGS
 DU0286
 DU0286                          STATION DESCRIPTION
 DU0286
 DU0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0286'10.8 MI N FROM WINKELMAN.
 DU0286'10.8 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 0.5 MILE
 DU0286'NORTHWEST OF GILA RIVER, ON THE WEST BANK OF DRIPPING SPRINGS WASH, 75
 DU0286'YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, AND 45 FEET
 DU0286'WEST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 DU0286'POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- A NEW HIGHWAY NOW LIES
 DU0286'ABOUT 100 FEET WEST OF AND ABOVE OF WHAT REMAINS OF THE OLD HIGHWAY.
 DU0286'THE BM LIES AS DESCRIBED RELATIVE TO THE OLD HIGHWAY, AT THE TOE OF A
 DU0286'CUT FILL ON A SHARP CURVE IN THE NEW HIGHWAY, AND IN A DENSE THICKET
 DU0286'OF MESQUITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0306 ***********************************************************************
 CZ0306  DESIGNATION -  D 19
 CZ0306  PID         -  CZ0306
 CZ0306  STATE/COUNTY-  AZ/PINAL
 CZ0306  USGS QUAD   -  ORACLE (1988)
 CZ0306
 CZ0306                         *CURRENT SURVEY CONTROL
 CZ0306  ___________________________________________________________________
 CZ0306* NAD 83(1986)-  32 36 15.     (N)    110 51 46.     (W)     SCALED    
 CZ0306* NAVD 88     -      1167.98   (+/-2cm)    3831.9    (feet)  VERTCON   
 CZ0306  ___________________________________________________________________
 CZ0306  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CZ0306
 CZ0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0306
 CZ0306.The horizontal coordinates were scaled from a topographic map and have
 CZ0306.an estimated accuracy of +/- 6 seconds.
 CZ0306
 CZ0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0306.The vertical order pertains to the NGVD 29 superseded value.
 CZ0306
 CZ0306.The geoid height was determined by GEOID03.
 CZ0306
 CZ0306;                    North         East    Units  Estimated Accuracy
 CZ0306;SPC AZ C     -   178,350.      312,280.      MT  (+/- 180 meters Scaled)
 CZ0306
 CZ0306                          SUPERSEDED SURVEY CONTROL
 CZ0306
 CZ0306  NGVD 29 (??/??/92) 1167.240  (m)         3829.52   (f) ADJ UNCH    2 0
 CZ0306
 CZ0306.Superseded values are not recommended for survey control.
 CZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0306.See file dsdata.txt to determine how the superseded data were derived.
 CZ0306
 CZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB128074(NAD 83)
 CZ0306_MARKER: DD = SURVEY DISK
 CZ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0306_STAMPING: 3829.608 D 19 1933
 CZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0306+STABILITY: SURFACE MOTION
 CZ0306
 CZ0306  HISTORY     - Date     Condition        Report By
 CZ0306  HISTORY     - 1933     MONUMENTED       CGS
 CZ0306  HISTORY     - 1959     GOOD             USGS
 CZ0306
 CZ0306                          STATION DESCRIPTION
 CZ0306
 CZ0306'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0306'6.1 MI W FROM ORACLE.
 CZ0306'6.1 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, ON A
 CZ0306'LOW RIDGE, 310 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 610 FEET
 CZ0306'NORTHWEST OF A ROAD FORK LEADING SOUTH.  A STANDARD DISK STAMPED
 CZ0306'3829.608 D 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CZ0306'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0307 ***********************************************************************
 CZ0307  DESIGNATION -  D 19 RESET
 CZ0307  PID         -  CZ0307
 CZ0307  STATE/COUNTY-  AZ/PINAL
 CZ0307  USGS QUAD   -  ORACLE (1988)
 CZ0307
 CZ0307                         *CURRENT SURVEY CONTROL
 CZ0307  ___________________________________________________________________
 CZ0307* NAD 83(1986)-  32 36 14.     (N)    110 51 46.     (W)     SCALED    
 CZ0307* NAVD 88     -      1167.53   (+/-2cm)    3830.5    (feet)  VERTCON   
 CZ0307  ___________________________________________________________________
 CZ0307  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CZ0307
 CZ0307  VERT ORDER  -  THIRD (See Below)
 CZ0307
 CZ0307.The horizontal coordinates were scaled from a topographic map and have
 CZ0307.an estimated accuracy of +/- 6 seconds.
 CZ0307
 CZ0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0307.The vertical order pertains to the NGVD 29 superseded value.
 CZ0307
 CZ0307.The geoid height was determined by GEOID03.
 CZ0307
 CZ0307;                    North         East    Units  Estimated Accuracy
 CZ0307;SPC AZ C     -   178,320.      312,280.      MT  (+/- 180 meters Scaled)
 CZ0307
 CZ0307                          SUPERSEDED SURVEY CONTROL
 CZ0307
 CZ0307  NGVD 29 (03/28/06) 1166.79   (m)         3828.0    (f) RESET       3  
 CZ0307
 CZ0307.Superseded values are not recommended for survey control.
 CZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0307.See file dsdata.txt to determine how the superseded data were derived.
 CZ0307
 CZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB128073(NAD 83)
 CZ0307_MARKER: DB = BENCH MARK DISK
 CZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0307_STAMPING: D 19 RESET 1974
 CZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0307+STABILITY: SURFACE MOTION
 CZ0307
 CZ0307  HISTORY     - Date     Condition        Report By
 CZ0307  HISTORY     - 1974     MONUMENTED       NGS
 CZ0307
 CZ0307                          STATION DESCRIPTION
 CZ0307
 CZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CZ0307'6.1 MI W FROM ORACLE.
 CZ0307'6.1 MILES WEST ALONG ARIZONA HIGHWAY 77 FROM ORACLE, IN THE NORTH
 CZ0307'RIGHT OF WAY FENCE LINE ALONG THE WEST SLOPE OF A HILL.  THE MARK IS A
 CZ0307'12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND SET UNDER A
 CZ0307'WITNESS SIGN.  NOTE-- THE AREA IS PRESENTLY UNDER CONSTRUCTION AND
 CZ0307'MILAGE MAY CHANGE SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0405 ***********************************************************************
 DU0405  DESIGNATION -  D 21
 DU0405  PID         -  DU0405
 DU0405  STATE/COUNTY-  AZ/MARICOPA
 DU0405  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0405
 DU0405                         *CURRENT SURVEY CONTROL
 DU0405  ___________________________________________________________________
 DU0405* NAD 83(1986)-  33 35 53.     (N)    111 12 10.     (W)     SCALED    
 DU0405* NAVD 88     -       615.959  (meters)    2020.86   (feet)  ADJUSTED  
 DU0405  ___________________________________________________________________
 DU0405  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DU0405  DYNAMIC HT  -         615.183 (meters)    2018.31  (feet)  COMP
 DU0405  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 DU0405
 DU0405  VERT ORDER  -  FIRST     CLASS II
 DU0405
 DU0405.The horizontal coordinates were scaled from a topographic map and have
 DU0405.an estimated accuracy of +/- 6 seconds.
 DU0405
 DU0405.The orthometric height was determined by differential leveling
 DU0405.and adjusted by the National Geodetic Survey in June 1991..
 DU0405
 DU0405.The geoid height was determined by GEOID03.
 DU0405
 DU0405.The dynamic height is computed by dividing the NAVD 88
 DU0405.geopotential number by the normal gravity value computed on the
 DU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0405.degrees latitude (g = 980.6199 gals.).
 DU0405
 DU0405.The modeled gravity was interpolated from observed gravity values.
 DU0405
 DU0405;                    North         East    Units  Estimated Accuracy
 DU0405;SPC AZ C     -   288,300.      279,620.      MT  (+/- 180 meters Scaled)
 DU0405
 DU0405                          SUPERSEDED SURVEY CONTROL
 DU0405
 DU0405  NGVD 29 (??/??/92)  615.370  (m)         2018.93   (f) ADJ UNCH    1 2
 DU0405
 DU0405.Superseded values are not recommended for survey control.
 DU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0405.See file dsdata.txt to determine how the superseded data were derived.
 DU0405
 DU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811176(NAD 83)
 DU0405_MARKER: DB = BENCH MARK DISK
 DU0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0405_SP_SET: RAILING
 DU0405_STAMPING: D 21 1933
 DU0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0405+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU0405
 DU0405  HISTORY     - Date     Condition        Report By
 DU0405  HISTORY     - 1933     MONUMENTED       CGS
 DU0405  HISTORY     - 1948     GOOD             NGS
 DU0405  HISTORY     - 1980     GOOD             NGS
 DU0405  HISTORY     - 20040403 GOOD             USPSQD
 DU0405  HISTORY     - 20060812 GOOD             GEOCAC
 DU0405
 DU0405                          STATION DESCRIPTION
 DU0405
 DU0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0405'10.4 MI SW FROM ROOSEVELT.
 DU0405'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.5 MILES
 DU0405'NORTH OF MILE POST 233, 3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, AT
 DU0405'THE BRIDGE OVER PINE CREEK, AND IN THE TOP OF THE WEST END OF THE
 DU0405'NORTH CONCRETE RAILING OF THE BRIDGE.
 DU0405
 DU0405                          STATION RECOVERY (1980)
 DU0405
 DU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0405'13.0 KM (8.1 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0405'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI) SOUTH
 DU0405'OF HIGHWAY MILEPOST 234, IN TOP OF THE SOUTH END OF THE WEST
 DU0405'CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE OVER PINE CREEK, 2.7 METERS
 DU0405'(9.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT)
 DU0405'NORTH OF THE SOUTH END OF THE GUARDRAIL.
 DU0405'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 DU0405
 DU0405                          STATION RECOVERY (2004)
 DU0405
 DU0405'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0405'RECOVERED AS DESCRIBED
 DU0405
 DU0405                          STATION RECOVERY (2006)
 DU0405
 DU0405'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0626 ***********************************************************************
 DU0626  DESIGNATION -  D 22
 DU0626  PID         -  DU0626
 DU0626  STATE/COUNTY-  AZ/MARICOPA
 DU0626  USGS QUAD   -  BUCKHORN (1982)
 DU0626
 DU0626                         *CURRENT SURVEY CONTROL
 DU0626  ___________________________________________________________________
 DU0626* NAD 83(1986)-  33 24 55.     (N)    111 39 00.     (W)     SCALED    
 DU0626* NAVD 88     -       453.94   (+/-2cm)    1489.3    (feet)  VERTCON   
 DU0626  ___________________________________________________________________
 DU0626  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0626
 DU0626  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0626
 DU0626.The horizontal coordinates were scaled from a topographic map and have
 DU0626.an estimated accuracy of +/- 6 seconds.
 DU0626
 DU0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0626.The vertical order pertains to the NGVD 29 superseded value.
 DU0626
 DU0626.The geoid height was determined by GEOID03.
 DU0626
 DU0626;                    North         East    Units  Estimated Accuracy
 DU0626;SPC AZ C     -   267,840.      238,160.      MT  (+/- 180 meters Scaled)
 DU0626
 DU0626                          SUPERSEDED SURVEY CONTROL
 DU0626
 DU0626  NGVD 29 (??/??/92)  453.382  (m)         1487.47   (f) ADJ UNCH    1 2
 DU0626
 DU0626.Superseded values are not recommended for survey control.
 DU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0626.See file dsdata.txt to determine how the superseded data were derived.
 DU0626
 DU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB395975(NAD 83)
 DU0626_MARKER: DB = BENCH MARK DISK
 DU0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0626_STAMPING: D 22 1933
 DU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0626+STABILITY: SURFACE MOTION
 DU0626
 DU0626  HISTORY     - Date     Condition        Report By
 DU0626  HISTORY     - 1933     MONUMENTED       CGS
 DU0626  HISTORY     - 1948     GOOD             NGS
 DU0626  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0626
 DU0626                          STATION DESCRIPTION
 DU0626
 DU0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0626'5.8 MI W FROM APACHE JUNCTION.
 DU0626'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0626'120 FEET NORTHEAST OF MILEPOST NO. 190, 64.4 FEET NORTH OF THE CENTER
 DU0626'LINE OF THE HIGHWAY, 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DU0626'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 DU0626'PROJECTING 5 INCHES.
 DU0626
 DU0626                          STATION RECOVERY (1981)
 DU0626
 DU0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0626'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0919 ***********************************************************************
 DV0919  DESIGNATION -  D 24
 DV0919  PID         -  DV0919
 DV0919  STATE/COUNTY-  AZ/MARICOPA
 DV0919  USGS QUAD   -  WITTMANN (1981)
 DV0919
 DV0919                         *CURRENT SURVEY CONTROL
 DV0919  ___________________________________________________________________
 DV0919* NAD 83(1986)-  33 46 33.     (N)    112 31 32.     (W)     SCALED    
 DV0919* NAVD 88     -       512.39   (+/-2cm)    1681.1    (feet)  VERTCON   
 DV0919  ___________________________________________________________________
 DV0919  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0919
 DV0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0919
 DV0919.The horizontal coordinates were scaled from a topographic map and have
 DV0919.an estimated accuracy of +/- 6 seconds.
 DV0919
 DV0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0919.The vertical order pertains to the NGVD 29 superseded value.
 DV0919
 DV0919.The geoid height was determined by GEOID03.
 DV0919
 DV0919;                    North         East    Units  Estimated Accuracy
 DV0919;SPC AZ C     -   307,960.      156,970.      MT  (+/- 180 meters Scaled)
 DV0919
 DV0919                          SUPERSEDED SURVEY CONTROL
 DV0919
 DV0919  NGVD 29 (??/??/92)  511.789  (m)         1679.09   (f) ADJ UNCH    2 0
 DV0919
 DV0919.Superseded values are not recommended for survey control.
 DV0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0919.See file dsdata.txt to determine how the superseded data were derived.
 DV0919
 DV0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC587383(NAD 83)
 DV0919_MARKER: DB = BENCH MARK DISK
 DV0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0919_SP_SET: ABUTMENT
 DV0919_STAMPING: D 24 1933
 DV0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0919
 DV0919  HISTORY     - Date     Condition        Report By
 DV0919  HISTORY     - 1933     MONUMENTED       CGS
 DV0919
 DV0919                          STATION DESCRIPTION
 DV0919
 DV0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0919'7.8 MI SE FROM HOT SPRINGS JUNCTION.
 DV0919'7.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0919'FROM HOT SPRINGS JUNCTION, AT WITTMANN, 600 FEET SOUTHEAST OF MILEPOST
 DV0919'158, 450 FEET SOUTHEAST OF THE SOUTHEAST SWITCH BLOCK, AT BRIDGE A
 DV0919'159, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, AND 10 FEET
 DV0919'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 DV0919'24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0990 ***********************************************************************
 DV0990  DESIGNATION -  D 25
 DV0990  PID         -  DV0990
 DV0990  STATE/COUNTY-  AZ/MARICOPA
 DV0990  USGS QUAD   -  AGUILA (1990)
 DV0990
 DV0990                         *CURRENT SURVEY CONTROL
 DV0990  ___________________________________________________________________
 DV0990* NAD 83(1986)-  33 56 35.     (N)    113 10 34.     (W)     SCALED    
 DV0990* NAVD 88     -       659.85   (+/-2cm)    2164.9    (feet)  VERTCON   
 DV0990  ___________________________________________________________________
 DV0990  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0990
 DV0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0990
 DV0990.The horizontal coordinates were scaled from a topographic map and have
 DV0990.an estimated accuracy of +/- 6 seconds.
 DV0990
 DV0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0990.The vertical order pertains to the NGVD 29 superseded value.
 DV0990
 DV0990.The geoid height was determined by GEOID03.
 DV0990
 DV0990;                    North         East    Units  Estimated Accuracy
 DV0990;SPC AZ C     -   327,050.       96,940.      MT  (+/- 180 meters Scaled)
 DV0990
 DV0990                          SUPERSEDED SURVEY CONTROL
 DV0990
 DV0990  NGVD 29 (??/??/92)  659.166  (m)         2162.61   (f) ADJ UNCH    2 0
 DV0990
 DV0990.Superseded values are not recommended for survey control.
 DV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0990.See file dsdata.txt to determine how the superseded data were derived.
 DV0990
 DV0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC988579(NAD 83)
 DV0990_MARKER: DB = BENCH MARK DISK
 DV0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0990_STAMPING: D 25 1933
 DV0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0990+STABILITY: SURFACE MOTION
 DV0990
 DV0990  HISTORY     - Date     Condition        Report By
 DV0990  HISTORY     - 1933     MONUMENTED       CGS
 DV0990  HISTORY     - 1955     GOOD             NGS
 DV0990
 DV0990                          STATION DESCRIPTION
 DV0990
 DV0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0990'IN AGUILA.
 DV0990'AT AGUILA, MARICOPA COUNTY, 400 FEET WEST OF THE ATCHISON, TOPEKA AND
 DV0990'SANTA FE RAILWAY STATION, IN THE NORTHWEST CORNER OF THE STATION
 DV0990'GROUNDS, 95 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 40 FEET
 DV0990'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 25
 DV0990'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0046 ***********************************************************************
 FQ0046  DESIGNATION -  D 252
 FQ0046  PID         -  FQ0046
 FQ0046  STATE/COUNTY-  AZ/COCONINO
 FQ0046  USGS QUAD   -  TUCKER MESA (1983)
 FQ0046
 FQ0046                         *CURRENT SURVEY CONTROL
 FQ0046  ___________________________________________________________________
 FQ0046* NAD 83(1986)-  35 03 09.     (N)    110 47 09.     (W)     SCALED    
 FQ0046* NAVD 88     -      1489.338  (meters)    4886.27   (feet)  ADJUSTED  
 FQ0046  ___________________________________________________________________
 FQ0046  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0046  DYNAMIC HT  -        1487.370 (meters)    4879.81  (feet)  COMP
 FQ0046  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 FQ0046
 FQ0046  VERT ORDER  -  SECOND    CLASS 0
 FQ0046
 FQ0046.The horizontal coordinates were scaled from a topographic map and have
 FQ0046.an estimated accuracy of +/- 6 seconds.
 FQ0046
 FQ0046.The orthometric height was determined by differential leveling
 FQ0046.and adjusted by the National Geodetic Survey in June 1991..
 FQ0046
 FQ0046.The geoid height was determined by GEOID03.
 FQ0046
 FQ0046.The dynamic height is computed by dividing the NAVD 88
 FQ0046.geopotential number by the normal gravity value computed on the
 FQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0046.degrees latitude (g = 980.6199 gals.).
 FQ0046
 FQ0046.The modeled gravity was interpolated from observed gravity values.
 FQ0046
 FQ0046;                    North         East    Units  Estimated Accuracy
 FQ0046;SPC AZ C     -   449,980.      316,520.      MT  (+/- 180 meters Scaled)
 FQ0046
 FQ0046                          SUPERSEDED SURVEY CONTROL
 FQ0046
 FQ0046  NGVD 29 (??/??/92) 1488.586  (m)         4883.80   (f) ADJ UNCH    2 0
 FQ0046
 FQ0046.Superseded values are not recommended for survey control.
 FQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0046.See file dsdata.txt to determine how the superseded data were derived.
 FQ0046
 FQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD195788(NAD 83)
 FQ0046_MARKER: DB = BENCH MARK DISK
 FQ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0046_SP_SET: CULVERT
 FQ0046_STAMPING: D 252 1939
 FQ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0046
 FQ0046  HISTORY     - Date     Condition        Report By
 FQ0046  HISTORY     - 1939     MONUMENTED       CGS
 FQ0046  HISTORY     - 1959     GOOD             NGS
 FQ0046  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0046
 FQ0046                          STATION DESCRIPTION
 FQ0046
 FQ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0046'5.3 MI W FROM WINSLOW.
 FQ0046'IN COCONINO COUNTY, 5.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0046'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, AT A CULVERT ON U. S.
 FQ0046'HIGHWAY 66, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL,
 FQ0046'AND 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FQ0046'STAMPED D 252 1939.
 FQ0046
 FQ0046                          STATION RECOVERY (1983)
 FQ0046
 FQ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0440 ***********************************************************************
 FS0440  DESIGNATION -  D 253
 FS0440  PID         -  FS0440
 FS0440  STATE/COUNTY-  AZ/MOHAVE
 FS0440  USGS QUAD   -  GOLD BASIN (1989)
 FS0440
 FS0440                         *CURRENT SURVEY CONTROL
 FS0440  ___________________________________________________________________
 FS0440* NAD 83(1992)-  35 47 10.82818(N)    114 07 56.70673(W)     ADJUSTED  
 FS0440* NAVD 88     -       873.672  (meters)    2866.37   (feet)  POSTED    
 FS0440  ___________________________________________________________________
 FS0440  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 FS0440  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS0440  DYNAMIC HT  -         872.690 (meters)    2863.15  (feet)  COMP
 FS0440  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 FS0440
 FS0440  HORZ ORDER  -  THIRD
 FS0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0440
 FS0440.The horizontal coordinates were established by classical geodetic methods
 FS0440.and adjusted by the National Geodetic Survey in August 1993..
 FS0440.No horizontal observational check was made to the station.
 FS0440
 FS0440.The orthometric height was determined by differential leveling
 FS0440.and adjusted by the National Geodetic Survey in 1992..
 FS0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0440.rate of 0.0 thru 1.0 mm/km.
 FS0440
 FS0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0440
 FS0440.The geoid height was determined by GEOID03.
 FS0440
 FS0440.The dynamic height is computed by dividing the NAVD 88
 FS0440.geopotential number by the normal gravity value computed on the
 FS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0440.degrees latitude (g = 980.6199 gals.).
 FS0440
 FS0440.The modeled gravity was interpolated from observed gravity values.
 FS0440
 FS0440;                    North         East     Units Scale Factor Converg.
 FS0440;SPC AZ W     -   530,893.473   178,789.190   MT  0.99994806   -0 13 25.1
 FS0440;SPC AZ W     - 1,741,776.49    586,578.71   iFT  0.99994806   -0 13 25.1
 FS0440;UTM  11      - 3,964,045.485   759,178.128   MT  1.00042782   +1 40 40.1
 FS0440
 FS0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0440!SPC AZ W     -   0.99986720  x   0.99994806  =   0.99981527
 FS0440!UTM  11      -   0.99986720  x   1.00042782  =   1.00029497
 FS0440
 FS0440                          SUPERSEDED SURVEY CONTROL
 FS0440
 FS0440  NAD 83(1986)-  35 47 10.81925(N)    114 07 56.70506(W) AD(       ) 3
 FS0440  NAD 27      -  35 47 10.84200(N)    114 07 53.87800(W) AD(       ) 3
 FS0440  NGVD 29 (??/??/92)  872.920  (m)         2863.91   (f) ADJ UNCH    1 1
 FS0440
 FS0440.Superseded values are not recommended for survey control.
 FS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0440.See file dsdata.txt to determine how the superseded data were derived.
 FS0440
 FS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5917864045(NAD 83)
 FS0440_MARKER: DB = BENCH MARK DISK
 FS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0440_STAMPING: D 253 1940
 FS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0440+STABILITY: SURFACE MOTION
 FS0440
 FS0440  HISTORY     - Date     Condition        Report By
 FS0440  HISTORY     - 1950     MONUMENTED       CGS
 FS0440  HISTORY     - 1950     GOOD             NGS
 FS0440  HISTORY     - 1955     GOOD             NGS
 FS0440  HISTORY     - 19870126 GOOD             USPSQD
 FS0440
 FS0440                          STATION DESCRIPTION
 FS0440
 FS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FS0440'THE STATION IS LOCATED IN THE VALLEY OF THE HUALPAI WASH, ABOUT
 FS0440'3 MILES SOUTHWARD FROM THE FORMER GOLD BASIN POST OFFICE AND
 FS0440'STILL OCCUPIED RANCH HOUSE.  ABOUT 3 MILES NORTHWEST OF VALLEY
 FS0440'RANCH, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF THE HUALPAI
 FS0440'WASH ROAD WITH ROAD NORTHEAST FROM U.S. HIGHWAY 93-466 TO PIERCES
 FS0440'FERRY.
 FS0440'
 FS0440'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK
 FS0440'SET IN A CONCRETE POST 10 INCHES SQUARE, PROJECTING 8 INCHES,
 FS0440'IS STAMPED D 253 1940.  IT IS ABOUT THE SAME ELEVATION AS THE
 FS0440'STATION GOLD BASIN.
 FS0440
 FS0440                          STATION RECOVERY (1950)
 FS0440
 FS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0440'27.1 MI S FROM PIERCES FERRY.
 FS0440'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0440'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0440'DIRT ROAD, ABOUT 108 YARDS NORTH OF THE CENTER OF THE INTERSECTION
 FS0440'OF THE HACKBERRY-HUALPAI WASH ROAD, 287 FEET NORTH OF BM 2860
 FS0440'(USGS), 92 FEET EAST OF A LONE 2-FOOT JOSHUA TREE, 70 1/2 FEET
 FS0440'WEST OF THE CENTER LINE OF THE ROAD, 52 1/2 FEET EAST OF THE
 FS0440'CENTER LINE OF AN OLD ABANDONED ROAD, 2.0 FEET SOUTH OF A WITNESS
 FS0440'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0440'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0440
 FS0440                          STATION RECOVERY (1955)
 FS0440
 FS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0440'RECOVERED IN GOOD CONDITION.
 FS0440
 FS0440                          STATION RECOVERY (1987)
 FS0440
 FS0440'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0076 ***********************************************************************
 GQ0076  DESIGNATION -  D 254
 GQ0076  PID         -  GQ0076
 GQ0076  STATE/COUNTY-  AZ/MOHAVE
 GQ0076  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0076
 GQ0076                         *CURRENT SURVEY CONTROL
 GQ0076  ___________________________________________________________________
 GQ0076* NAD 83(1986)-  36 08 51.     (N)    113 59 33.     (W)     SCALED    
 GQ0076* NAVD 88     -       373.809  (meters)    1226.40   (feet)  POSTED    
 GQ0076  ___________________________________________________________________
 GQ0076  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GQ0076  DYNAMIC HT  -         373.430 (meters)    1225.16  (feet)  COMP
 GQ0076  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 GQ0076
 GQ0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0076
 GQ0076.The horizontal coordinates were scaled from a topographic map and have
 GQ0076.an estimated accuracy of +/- 6 seconds.
 GQ0076
 GQ0076.The orthometric height was determined by differential leveling
 GQ0076.and adjusted by the National Geodetic Survey in 1992..
 GQ0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0076.rate of 0.0 thru 1.0 mm/km.
 GQ0076
 GQ0076.The geoid height was determined by GEOID03.
 GQ0076
 GQ0076.The dynamic height is computed by dividing the NAVD 88
 GQ0076.geopotential number by the normal gravity value computed on the
 GQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0076.degrees latitude (g = 980.6199 gals.).
 GQ0076
 GQ0076.The modeled gravity was interpolated from observed gravity values.
 GQ0076
 GQ0076;                    North         East    Units  Estimated Accuracy
 GQ0076;SPC AZ W     -   570,920.      191,540.      MT  (+/- 180 meters Scaled)
 GQ0076
 GQ0076                          SUPERSEDED SURVEY CONTROL
 GQ0076
 GQ0076  NGVD 29 (??/??/92)  373.131  (m)         1224.18   (f) ADJ UNCH    1 1
 GQ0076
 GQ0076.Superseded values are not recommended for survey control.
 GQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0076.See file dsdata.txt to determine how the superseded data were derived.
 GQ0076
 GQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF307044(NAD 83)
 GQ0076_MARKER: DB = BENCH MARK DISK
 GQ0076_SETTING: 80 = SET IN A BOULDER
 GQ0076_SP_SET: BOULDER
 GQ0076_STAMPING: D 254 1941
 GQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0076+STABILITY: SURFACE MOTION
 GQ0076
 GQ0076  HISTORY     - Date     Condition        Report By
 GQ0076  HISTORY     - 1941     MONUMENTED       CGS
 GQ0076  HISTORY     - 1950     GOOD             NGS
 GQ0076
 GQ0076                          STATION DESCRIPTION
 GQ0076
 GQ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0076'4.3 MI N FROM PIERCES FERRY.
 GQ0076'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0076'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0076'THENCE 3.8 MILES NORTH ALONG THE SHORE OF LAKE MEAD, IN THE TOP OF A
 GQ0076'3- BY 4-FOOT BOULDER, AT THE HIGH WATER MARK OF THE LAKE, WEST OF AND
 GQ0076'ACROSS LAKE MEAD FROM AN OLD ABANDONED FERRY LANDING, DUE NORTHWEST OF
 GQ0076'AND ACROSS THE LAKE FROM THE MOUTH OF THE COLORADO RIVER, 35 FEET
 GQ0076'SOUTH OF THE APPROXIMATE CENTER OF A RIDGE FORMING THE NORTH SIDE OF A
 GQ0076'BAY, AND 18 FEET SOUTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0542 ***********************************************************************
 ET0542  DESIGNATION -  D 255
 ET0542  PID         -  ET0542
 ET0542  STATE/COUNTY-  AZ/YAVAPAI
 ET0542  USGS QUAD   -  SIMMONS (1979)
 ET0542
 ET0542                         *CURRENT SURVEY CONTROL
 ET0542  ___________________________________________________________________
 ET0542* NAD 83(1992)-  34 47 41.71020(N)    112 37 36.26198(W)     ADJUSTED  
 ET0542* NAVD 88     -      1410.812  (meters)    4628.64   (feet)  POSTED    
 ET0542  ___________________________________________________________________
 ET0542  X           -  -2,017,726.989 (meters)                     COMP
 ET0542  Y           -  -4,840,908.703 (meters)                     COMP
 ET0542  Z           -   3,619,996.775 (meters)                     COMP
 ET0542  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 ET0542  ELLIP HEIGHT-        1384.42  (meters)          (09/30/99) GPS OBS
 ET0542  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ET0542  DYNAMIC HT  -        1408.960 (meters)    4622.56  (feet)  COMP
 ET0542  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 ET0542
 ET0542  HORZ ORDER  -  A
 ET0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0542  ELLP ORDER  -  THIRD     CLASS I
 ET0542
 ET0542.The horizontal coordinates were established by GPS observations
 ET0542.and adjusted by the National Geodetic Survey in September 1999..
 ET0542
 ET0542.The orthometric height was determined by differential leveling
 ET0542.and adjusted by the National Geodetic Survey in November 2005..
 ET0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0542.rate of 0.0 thru 1.0 mm/km.
 ET0542
 ET0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0542
 ET0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0542
 ET0542.The ellipsoidal height was determined by GPS observations
 ET0542.and is referenced to NAD 83.
 ET0542
 ET0542.The geoid height was determined by GEOID03.
 ET0542
 ET0542.The dynamic height is computed by dividing the NAVD 88
 ET0542.geopotential number by the normal gravity value computed on the
 ET0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0542.degrees latitude (g = 980.6199 gals.).
 ET0542
 ET0542.The modeled gravity was interpolated from observed gravity values.
 ET0542
 ET0542;                    North         East     Units Scale Factor Converg.
 ET0542;SPC AZ C     -   421,054.892   148,383.357   MT  0.99995202   -0 24 18.8
 ET0542;SPC AZ C     - 1,381,413.69    486,822.04   iFT  0.99995202   -0 24 18.8
 ET0542;UTM  12      - 3,851,506.548   351,180.893   MT  0.99987297   -0 55 42.4
 ET0542
 ET0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0542!SPC AZ C     -   0.99978273  x   0.99995202  =   0.99973476
 ET0542!UTM  12      -   0.99978273  x   0.99987297  =   0.99965573
 ET0542
 ET0542:                Primary Azimuth Mark                     Grid Az
 ET0542:SPC AZ C     -  COOPER                                   058 50 32.9
 ET0542:UTM  12      -  COOPER                                   059 21 56.5
 ET0542
 ET0542|---------------------------------------------------------------------|
 ET0542| PID    Reference Object                     Distance      Geod. Az  |
 ET0542|                                                           dddmmss.s |
 ET0542| ET0984 COOPER                              APPROX. 1.1 KM 0582614.1 |
 ET0542|---------------------------------------------------------------------|
 ET0542
 ET0542                          SUPERSEDED SURVEY CONTROL
 ET0542
 ET0542  NAD 83(1992)-  34 47 41.72249(N)    112 37 36.24378(W) AD(       ) 2
 ET0542  NAD 83(1986)-  34 47 41.72182(N)    112 37 36.24304(W) AD(       ) 2
 ET0542  NAD 27      -  34 47 41.64400(N)    112 37 33.60900(W) AD(       ) 2
 ET0542  NGVD 29 (??/??/92) 1410.01   (m)         4626.0    (f) COMPUTED    2 0
 ET0542
 ET0542.Superseded values are not recommended for survey control.
 ET0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0542.See file dsdata.txt to determine how the superseded data were derived.
 ET0542
 ET0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5118151507(NAD 83)
 ET0542_MARKER: DB = BENCH MARK DISK
 ET0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0542_STAMPING: D 255 1941
 ET0542_MARK LOGO: NONE  
 ET0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0542+STABILITY: SURFACE MOTION
 ET0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0542+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 ET0542
 ET0542  HISTORY     - Date     Condition        Report By
 ET0542  HISTORY     - 1944     MONUMENTED       CGS
 ET0542  HISTORY     - 1974     GOOD             USGS
 ET0542  HISTORY     - 19990115 GOOD             AZ-025
 ET0542  HISTORY     - 20010326 GOOD             AZ-025
 ET0542
 ET0542                          STATION DESCRIPTION
 ET0542
 ET0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0542'STATION IS LOCATED ABOUT 20 MILES (AIR LINE) NNW OF PRESCOTT
 ET0542'AND ABOUT 3 MILES S OF THE OLD SIMMONS RANCH.  IT IS 57 FEET
 ET0542'W OF THE CENTER LINE OF THE PRESCOTT-SELIGMAN HIGHWAY AND
 ET0542'20 FEET W OF A GREEN THORN BUSH.  IT IS 3 FEET N OF A WITNESS
 ET0542'POST.
 ET0542'
 ET0542'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 ET0542'POST PROJECTING 7 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0542'D 255 1941.
 ET0542'
 ET0542'NO REFERENCE MARK WAS SET.
 ET0542'
 ET0542'TO REACH STATION FROM INTERSECTION OF GURLEY AND GROVE STREETS
 ET0542'IN PRESCOTT, GO NW VIA MILLER VALLEY SCHOOL FOR 2.5 MILES
 ET0542'TO ROAD FORKS AT SIGN FAIR OAKS WALNUT CREEK.  TURN RIGHT
 ET0542'AND GO N ON SIMMONS ROAD FOR 16.5 MILES TO ROAD FORKS AND
 ET0542'SIGN SKULL VALLEY.  TAKE RIGHT FORK, MAIN ROAD, N FOR 1.6
 ET0542'MILES TO STATION ON LEFT NEAR TOP OF A SMALL RISE.
 ET0542
 ET0542                          STATION RECOVERY (1974)
 ET0542
 ET0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0542'2.5 MI NW FROM SIMMONS.
 ET0542'FROM GURLEY AND MILLER STS IN PRESCOTT, 2.5 MI NW.  1.7 MILES SOUTH
 ET0542'ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON VALLEY WASH
 ET0542'AT SIMMONS, TO POINT ON ROAD JUST SOUTH OF A SMALL CURVE ON THE ROAD
 ET0542'AND 0.25 MILE NORTH OF A CATTLE GUARD.  47 FT WEST OF THE CENTER LINE
 ET0542'OF THE ROAD, 27 FT NORTH OF A GREEN THORN BUSH.  A STANDARD C AND GS
 ET0542'DISK STAMPED D 255 1941 AND SET IN THE TOP OF A CONCRETE POST
 ET0542'PROJECTING 0.6 FT ABOVE GROUND.
 ET0542
 ET0542                          STATION RECOVERY (1999)
 ET0542
 ET0542'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0542'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTH-NORTHWEST OF
 ET0542'PRESCOTT, 2.15 MI (3.46 KM) NORTHWEST OF A HIGHWAY BRIDGE OVER MINT
 ET0542'WASH, 1.6 MI (2.6 KM) NORTHWEST OF THE JUNCTION OF WILLIAMSON VALLEY
 ET0542'RD AND FAIR OAKS RD, 1.7 MI (2.7 KM) SOUTH OF A HIGHWAY BRIDGE OVER
 ET0542'WILLIAMSON VALLEY WASH.  OWNERSHIP--YAVAPAI COUNTY ROAD RIGHT-OF-WAY.
 ET0542'TO REACH THE STATION FROM THE INTERSECTION OF IRON SPRING ROAD AND
 ET0542'WILLIAMSON VALLEY ROAD (YAVAPAI COUNTY ROAD 5) IN PRESCOTT, GO
 ET0542'NORTH-NORTHWEST FOR 18.9 MI (30.4 KM) ON WILLIAMSON VALLEY ROAD TO
 ET0542'MILEPOST 19.05 AND THE STATION ON LEFT.  THE STATION PROJECTS 15 CM
 ET0542'ABOVE GROUND.  LOCATED 79.6 FT (24.3 M) SOUTH FROM THE SOUTH POST OF A
 ET0542'H-BRACE IN FENCE, 64.5 FT (19.7 M) EAST FROM A SMALL MULTI-TRUNK
 ET0542'JUNIPER TREE, 43.5 FT (13.3 M) WEST FROM THE HIGHWAY CENTERLINE AND
 ET0542'3.5 FT (1.1 M) WEST FROM A BARBED WIRE FENCE. NOTE--THE DATA BASE
 ET0542'ERRONEOUSLY INDICATES THAT THE STATION IS A ROUND CONCRETE MONUMENT.
 ET0542
 ET0542                          STATION RECOVERY (2001)
 ET0542
 ET0542'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2001 (CEA)
 ET0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0293 ***********************************************************************
 FS0293  DESIGNATION -  D 256
 FS0293  PID         -  FS0293
 FS0293  STATE/COUNTY-  AZ/MOHAVE
 FS0293  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0293
 FS0293                         *CURRENT SURVEY CONTROL
 FS0293  ___________________________________________________________________
 FS0293* NAD 83(1986)-  35 40 40.     (N)    114 27 57.     (W)     SCALED    
 FS0293* NAVD 88     -       760.252  (meters)    2494.26   (feet)  ADJUSTED  
 FS0293  ___________________________________________________________________
 FS0293  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0293  DYNAMIC HT  -         759.424 (meters)    2491.54  (feet)  COMP
 FS0293  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FS0293
 FS0293  VERT ORDER  -  FIRST     CLASS I
 FS0293
 FS0293.The horizontal coordinates were scaled from a topographic map and have
 FS0293.an estimated accuracy of +/- 6 seconds.
 FS0293
 FS0293.The orthometric height was determined by differential leveling
 FS0293.and adjusted by the National Geodetic Survey in June 1991..
 FS0293
 FS0293.The geoid height was determined by GEOID03.
 FS0293
 FS0293.The dynamic height is computed by dividing the NAVD 88
 FS0293.geopotential number by the normal gravity value computed on the
 FS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0293.degrees latitude (g = 980.6199 gals.).
 FS0293
 FS0293.The modeled gravity was interpolated from observed gravity values.
 FS0293
 FS0293;                    North         East    Units  Estimated Accuracy
 FS0293;SPC AZ W     -   519,020.      148,560.      MT  (+/- 180 meters Scaled)
 FS0293
 FS0293                          SUPERSEDED SURVEY CONTROL
 FS0293
 FS0293  NGVD 29 (??/??/92)  759.541  (m)         2491.93   (f) ADJ UNCH    1 1
 FS0293
 FS0293.Superseded values are not recommended for survey control.
 FS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0293.See file dsdata.txt to determine how the superseded data were derived.
 FS0293
 FS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV293511(NAD 83)
 FS0293_MARKER: DB = BENCH MARK DISK
 FS0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0293_SP_SET: CULVERT
 FS0293_STAMPING: D 256 1940
 FS0293_MARK LOGO: CGS   
 FS0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0293
 FS0293  HISTORY     - Date     Condition        Report By
 FS0293  HISTORY     - 1940     MONUMENTED       CGS
 FS0293  HISTORY     - 1949     GOOD             NGS
 FS0293  HISTORY     - 1982     GOOD             NGS
 FS0293
 FS0293                          STATION DESCRIPTION
 FS0293
 FS0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0293'22.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0293'22.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0293'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0293'OF MILEPOST 30, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0293'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 15.2
 FS0293'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2
 FS0293'FOOT HIGHER THAN THE HIGHWAY.
 FS0293
 FS0293                          STATION RECOVERY (1982)
 FS0293
 FS0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0293'RECOVERED IN GOOD CONDITION. NOTE--THE DISK IS CRACKED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0262 ***********************************************************************
 FR0262  DESIGNATION -  D 257
 FR0262  PID         -  FR0262
 FR0262  STATE/COUNTY-  AZ/YAVAPAI
 FR0262  USGS QUAD   -  PURCELL CANYON (1973)
 FR0262
 FR0262                         *CURRENT SURVEY CONTROL
 FR0262  ___________________________________________________________________
 FR0262* NAD 83(1986)-  35 10 38.     (N)    112 54 59.     (W)     SCALED    
 FR0262* NAVD 88     -      1545.39   (+/-2cm)    5070.2    (feet)  VERTCON   
 FR0262  ___________________________________________________________________
 FR0262  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 FR0262
 FR0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0262
 FR0262.The horizontal coordinates were scaled from a topographic map and have
 FR0262.an estimated accuracy of +/- 6 seconds.
 FR0262
 FR0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0262.The vertical order pertains to the NGVD 29 superseded value.
 FR0262
 FR0262.The geoid height was determined by GEOID03.
 FR0262
 FR0262;                    North         East    Units  Estimated Accuracy
 FR0262;SPC AZ C     -   463,690.      122,300.      MT  (+/- 180 meters Scaled)
 FR0262
 FR0262                          SUPERSEDED SURVEY CONTROL
 FR0262
 FR0262  NGVD 29 (??/??/92) 1544.492  (m)         5067.22   (f) ADJ UNCH    2 0
 FR0262
 FR0262.Superseded values are not recommended for survey control.
 FR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0262.See file dsdata.txt to determine how the superseded data were derived.
 FR0262
 FR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD254943(NAD 83)
 FR0262_MARKER: DB = BENCH MARK DISK
 FR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0262_STAMPING: D 257 1941
 FR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0262+STABILITY: SURFACE MOTION
 FR0262
 FR0262  HISTORY     - Date     Condition        Report By
 FR0262  HISTORY     - 1941     MONUMENTED       CGS
 FR0262  HISTORY     - 1955     GOOD             NGS
 FR0262
 FR0262                          STATION DESCRIPTION
 FR0262
 FR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0262'0.9 MI E FROM SELIGMAN.
 FR0262'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0262'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0262'11.7 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2
 FR0262'MILES SOUTHWEST OF A CATTLE GUARD, ON A SMALL RIDGE, 47 FEET WEST OF
 FR0262'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WOODEN WITNESS POST, AND
 FR0262'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 257 1941 AND
 FR0262'SET IN THE TOP OF A CONCRETE POST.
 FR0262
 FR0262                          STATION RECOVERY (1955)
 FR0262
 FR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0502 ***********************************************************************
 DA0502  DESIGNATION -  D 258
 DA0502  PID         -  DA0502
 DA0502  STATE/COUNTY-  AZ/MARICOPA
 DA0502  USGS QUAD   -  GILA BEND (1973)
 DA0502
 DA0502                         *CURRENT SURVEY CONTROL
 DA0502  ___________________________________________________________________
 DA0502* NAD 83(1986)-  32 53 20.     (N)    112 44 16.     (W)     SCALED    
 DA0502* NAVD 88     -       255.63   (+/-2cm)     838.7    (feet)  VERTCON   
 DA0502  ___________________________________________________________________
 DA0502  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0502
 DA0502  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0502
 DA0502.The horizontal coordinates were scaled from a topographic map and have
 DA0502.an estimated accuracy of +/- 6 seconds.
 DA0502
 DA0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0502.The vertical order pertains to the NGVD 29 superseded value.
 DA0502
 DA0502.The geoid height was determined by GEOID03.
 DA0502
 DA0502;                    North         East    Units  Estimated Accuracy
 DA0502;SPC AZ C     -   209,730.      136,540.      MT  (+/- 180 meters Scaled)
 DA0502
 DA0502                          SUPERSEDED SURVEY CONTROL
 DA0502
 DA0502  NGVD 29 (??/??/92)  255.033  (m)          836.72   (f) ADJ UNCH    1 2
 DA0502
 DA0502.Superseded values are not recommended for survey control.
 DA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0502.See file dsdata.txt to determine how the superseded data were derived.
 DA0502
 DA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB374403(NAD 83)
 DA0502_MARKER: DB = BENCH MARK DISK
 DA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0502_STAMPING: D 258 1945
 DA0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0502+STABILITY: SURFACE MOTION
 DA0502
 DA0502  HISTORY     - Date     Condition        Report By
 DA0502  HISTORY     - 1945     MONUMENTED       CGS
 DA0502  HISTORY     - 1953     GOOD             NGS
 DA0502  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0502
 DA0502                          STATION DESCRIPTION
 DA0502
 DA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0502'4.4 MI S FROM GILA BEND.
 DA0502'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0502'COMPANY STATION AT GILA BEND, THENCE 0.9 MILE SOUTHEAST ALONG A PAVED
 DA0502'ROAD, AT GILA BEND AIR FORCE BASE, AT THE Y JUNCTION OF AN OLD
 DA0502'GRAVELED ROAD, 39 1/2 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 DA0502'22 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 2.0 FEET NORTH
 DA0502'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0502'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0502
 DA0502                          STATION RECOVERY (1980)
 DA0502
 DA0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0502'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-NEW
 DA0502'CONSTRUCTION IN THE AREA DESCRIBED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0508 ***********************************************************************
 DV0508  DESIGNATION -  D 259
 DV0508  PID         -  DV0508
 DV0508  STATE/COUNTY-  AZ/MARICOPA
 DV0508  USGS QUAD   -  TOLLESON (1982)
 DV0508
 DV0508                         *CURRENT SURVEY CONTROL
 DV0508  ___________________________________________________________________
 DV0508* NAD 83(1986)-  33 25 47.     (N)    112 21 57.     (W)     SCALED    
 DV0508* NAVD 88     -       291.86   (+/-2cm)     957.5    (feet)  VERTCON   
 DV0508  ___________________________________________________________________
 DV0508  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0508
 DV0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0508
 DV0508.The horizontal coordinates were scaled from a topographic map and have
 DV0508.an estimated accuracy of +/- 6 seconds.
 DV0508
 DV0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0508.The vertical order pertains to the NGVD 29 superseded value.
 DV0508
 DV0508.The geoid height was determined by GEOID03.
 DV0508
 DV0508;                    North         East    Units  Estimated Accuracy
 DV0508;SPC AZ C     -   269,500.      171,590.      MT  (+/- 180 meters Scaled)
 DV0508
 DV0508                          SUPERSEDED SURVEY CONTROL
 DV0508
 DV0508  NGVD 29 (??/??/92)  291.235  (m)          955.49   (f) ADJ UNCH    2 0
 DV0508
 DV0508.Superseded values are not recommended for survey control.
 DV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0508.See file dsdata.txt to determine how the superseded data were derived.
 DV0508
 DV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB730997(NAD 83)
 DV0508_MARKER: DB = BENCH MARK DISK
 DV0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0508_STAMPING: D 259 1945
 DV0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0508+STABILITY: SURFACE MOTION
 DV0508
 DV0508  HISTORY     - Date     Condition        Report By
 DV0508  HISTORY     - 1945     MONUMENTED       CGS
 DV0508  HISTORY     - 1965     GOOD             NGS
 DV0508  HISTORY     - 1972     GOOD             DOD
 DV0508
 DV0508                          STATION DESCRIPTION
 DV0508
 DV0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DV0508'0.3 MI NW FROM LITCHFIELD PARK USNAF.
 DV0508'0.3 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE OF THE
 DV0508'LITCHFIELD PARK U.S. NAVAL AIR FACILITY, 26 FEET WEST OF THE NORTHWEST
 DV0508'CORNER OF BUILDING NUMBER 1, 1 FOOT EAST OF A 6-INCH DIAMETER STEEL
 DV0508'PIPE, 1.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY. IT IS
 DV0508'SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE POST 2 INCHES BELOW THE
 DV0508'GROUND SURFACE.
 DV0508
 DV0508                          STATION RECOVERY (1972)
 DV0508
 DV0508'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 DV0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0416 ***********************************************************************
 ET0416  DESIGNATION -  D 26
 ET0416  PID         -  ET0416
 ET0416  STATE/COUNTY-  AZ/YAVAPAI
 ET0416  USGS QUAD   -  DATE (1969)
 ET0416
 ET0416                         *CURRENT SURVEY CONTROL
 ET0416  ___________________________________________________________________
 ET0416* NAD 83(1986)-  34 18 22.     (N)    112 54 54.     (W)     SCALED    
 ET0416* NAVD 88     -      1020.959  (meters)    3349.60   (feet)  POSTED    
 ET0416  ___________________________________________________________________
 ET0416  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ET0416  DYNAMIC HT  -        1019.670 (meters)    3345.37  (feet)  COMP
 ET0416  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 ET0416
 ET0416  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0416
 ET0416.The horizontal coordinates were scaled from a topographic map and have
 ET0416.an estimated accuracy of +/- 6 seconds.
 ET0416
 ET0416.The orthometric height was determined by differential leveling
 ET0416.and adjusted by the National Geodetic Survey in November 2005..
 ET0416.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0416.rate of 1.1 thru 2.0 mm/km.
 ET0416
 ET0416.The geoid height was determined by GEOID03.
 ET0416
 ET0416.The dynamic height is computed by dividing the NAVD 88
 ET0416.geopotential number by the normal gravity value computed on the
 ET0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0416.degrees latitude (g = 980.6199 gals.).
 ET0416
 ET0416.The modeled gravity was interpolated from observed gravity values.
 ET0416
 ET0416;                    North         East    Units  Estimated Accuracy
 ET0416;SPC AZ C     -   367,060.      121,470.      MT  (+/- 180 meters Scaled)
 ET0416
 ET0416                          SUPERSEDED SURVEY CONTROL
 ET0416
 ET0416  NGVD 29 (??/??/92) 1020.242  (m)         3347.24   (f) ADJ UNCH    2 0
 ET0416
 ET0416.Superseded values are not recommended for survey control.
 ET0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0416.See file dsdata.txt to determine how the superseded data were derived.
 ET0416
 ET0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC237977(NAD 83)
 ET0416_MARKER: DB = BENCH MARK DISK
 ET0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0416_SP_SET: CONCRETE BASE
 ET0416_STAMPING: D 26 1933
 ET0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0416
 ET0416  HISTORY     - Date     Condition        Report By
 ET0416  HISTORY     - 1933     MONUMENTED       CGS
 ET0416
 ET0416                          STATION DESCRIPTION
 ET0416
 ET0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0416'0.6 MI S FROM DATE.
 ET0416'0.6 MILES SOUTH OF SIDING.  ON A.T. AND S.F. RIGHT OF WAY, AT DATE
 ET0416'WATER STATION, SOUTH BANK OF COTTONWOOD CREEK, 100 FEET WEST OF STEEL
 ET0416'WATER TOWER, ON TOP FACE OF CONCRETE BASE OF WATER COLUMN, 12 FEET
 ET0416'NORTHEAST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0571 ***********************************************************************
 CY0571  DESIGNATION -  D 260
 CY0571  PID         -  CY0571
 CY0571  STATE/COUNTY-  AZ/GRAHAM
 CY0571  USGS QUAD   -  SAN JOSE (1985)
 CY0571
 CY0571                         *CURRENT SURVEY CONTROL
 CY0571  ___________________________________________________________________
 CY0571* NAD 83(1986)-  32 49 09.     (N)    109 35 18.     (W)     SCALED    
 CY0571* NAVD 88     -       923.223  (meters)    3028.94   (feet)  ADJUSTED  
 CY0571  ___________________________________________________________________
 CY0571  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0571  DYNAMIC HT  -         921.940 (meters)    3024.73  (feet)  COMP
 CY0571  MODELED GRAV-     979,218.1   (mgal)                       NAVD 88
 CY0571
 CY0571  VERT ORDER  -  SECOND    CLASS 0
 CY0571
 CY0571.The horizontal coordinates were scaled from a topographic map and have
 CY0571.an estimated accuracy of +/- 6 seconds.
 CY0571
 CY0571.The orthometric height was determined by differential leveling
 CY0571.and adjusted by the National Geodetic Survey in June 1991..
 CY0571
 CY0571.The geoid height was determined by GEOID03.
 CY0571
 CY0571.The dynamic height is computed by dividing the NAVD 88
 CY0571.geopotential number by the normal gravity value computed on the
 CY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0571.degrees latitude (g = 980.6199 gals.).
 CY0571
 CY0571.The modeled gravity was interpolated from observed gravity values.
 CY0571
 CY0571;                    North         East    Units  Estimated Accuracy
 CY0571;SPC AZ E     -   201,850.      267,510.      MT  (+/- 180 meters Scaled)
 CY0571
 CY0571                          SUPERSEDED SURVEY CONTROL
 CY0571
 CY0571  NGVD 29 (??/??/92)  922.636  (m)         3027.01   (f) ADJ UNCH    2 0
 CY0571
 CY0571.Superseded values are not recommended for survey control.
 CY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0571.See file dsdata.txt to determine how the superseded data were derived.
 CY0571
 CY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB321321(NAD 83)
 CY0571_MARKER: DB = BENCH MARK DISK
 CY0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0571_SP_SET: CULVERT
 CY0571_STAMPING: D 260 1945
 CY0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0571
 CY0571  HISTORY     - Date     Condition        Report By
 CY0571  HISTORY     - 1945     MONUMENTED       CGS
 CY0571
 CY0571                          STATION DESCRIPTION
 CY0571
 CY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0571'2.6 MI NE FROM SOLOMONSVILLE.
 CY0571'ALONG U.S. HIGHWAY 666, 2.6 MILES NORTHEAST OF SOLOMONSVILLE, 0.7 MILE
 CY0571'NORTHEAST OF JUNCTION OF U.S. HIGHWAYS 70 AND 666, A BRONZE BENCH MARK
 CY0571'DISK SET IN TOP OF SOUTHWEST END OF SOUTHEAST HEADWALL OF 24 INCH PIPE
 CY0571'CULVERT, SOUTHEAST ACROSS HIGHWAY FROM EAST CORNER OF CEMETERY AND 15
 CY0571'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0179 ***********************************************************************
 CG0179  DESIGNATION -  D 261
 CG0179  PID         -  CG0179
 CG0179  STATE/COUNTY-  AZ/COCHISE
 CG0179  USGS QUAD   -  NICKSVILLE (1983)
 CG0179
 CG0179                         *CURRENT SURVEY CONTROL
 CG0179  ___________________________________________________________________
 CG0179* NAD 83(1986)-  31 25 00.     (N)    110 07 50.     (W)     SCALED    
 CG0179* NAVD 88     -      1304.37   (+/-2cm)    4279.4    (feet)  VERTCON   
 CG0179  ___________________________________________________________________
 CG0179  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0179
 CG0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0179
 CG0179.The horizontal coordinates were scaled from a topographic map and have
 CG0179.an estimated accuracy of +/- 6 seconds.
 CG0179
 CG0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0179.The vertical order pertains to the NGVD 29 superseded value.
 CG0179
 CG0179.The geoid height was determined by GEOID03.
 CG0179
 CG0179;                    North         East    Units  Estimated Accuracy
 CG0179;SPC AZ E     -    46,190.      216,790.      MT  (+/- 180 meters Scaled)
 CG0179
 CG0179                          SUPERSEDED SURVEY CONTROL
 CG0179
 CG0179  NGVD 29 (??/??/92) 1303.508  (m)         4276.59   (f) ADJ UNCH    2 0
 CG0179
 CG0179.Superseded values are not recommended for survey control.
 CG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0179.See file dsdata.txt to determine how the superseded data were derived.
 CG0179
 CG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV826761(NAD 83)
 CG0179_MARKER: DB = BENCH MARK DISK
 CG0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0179_SP_SET: CONCRETE BASE
 CG0179_STAMPING: D 261 1945
 CG0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0179
 CG0179  HISTORY     - Date     Condition        Report By
 CG0179  HISTORY     - 1945     MONUMENTED       CGS
 CG0179  HISTORY     - 20010419 MARK NOT FOUND   NGS
 CG0179
 CG0179                          STATION DESCRIPTION
 CG0179
 CG0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0179'IN HEREFORD AAF.
 CG0179'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, AT THE WATER TANK, IN THE
 CG0179'TOP OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE BASE, AND 3.2
 CG0179'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED D 261 1945.
 CG0179
 CG0179                          STATION RECOVERY (2001)
 CG0179
 CG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1071 ***********************************************************************
 DV1071  DESIGNATION -  D 263
 DV1071  PID         -  DV1071
 DV1071  STATE/COUNTY-  AZ/MARICOPA
 DV1071  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1071
 DV1071                         *CURRENT SURVEY CONTROL
 DV1071  ___________________________________________________________________
 DV1071* NAD 83(1986)-  33 29 52.     (N)    113 01 19.     (W)     SCALED    
 DV1071* NAVD 88     -       378.215  (meters)    1240.86   (feet)  ADJUSTED  
 DV1071  ___________________________________________________________________
 DV1071  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1071  DYNAMIC HT  -         377.782 (meters)    1239.44  (feet)  COMP
 DV1071  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 DV1071
 DV1071  VERT ORDER  -  FIRST     CLASS II
 DV1071
 DV1071.The horizontal coordinates were scaled from a topographic map and have
 DV1071.an estimated accuracy of +/- 6 seconds.
 DV1071
 DV1071.The orthometric height was determined by differential leveling
 DV1071.and adjusted by the National Geodetic Survey in June 1991..
 DV1071
 DV1071.The geoid height was determined by GEOID03.
 DV1071
 DV1071.The dynamic height is computed by dividing the NAVD 88
 DV1071.geopotential number by the normal gravity value computed on the
 DV1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1071.degrees latitude (g = 980.6199 gals.).
 DV1071
 DV1071.The modeled gravity was interpolated from observed gravity values.
 DV1071
 DV1071;                    North         East    Units  Estimated Accuracy
 DV1071;SPC AZ C     -   277,500.      110,660.      MT  (+/- 180 meters Scaled)
 DV1071
 DV1071                          SUPERSEDED SURVEY CONTROL
 DV1071
 DV1071  NGVD 29 (??/??/92)  377.560  (m)         1238.71   (f) ADJ UNCH    1 2
 DV1071
 DV1071.Superseded values are not recommended for survey control.
 DV1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1071.See file dsdata.txt to determine how the superseded data were derived.
 DV1071
 DV1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC121083(NAD 83)
 DV1071_MARKER: DB = BENCH MARK DISK
 DV1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1071_STAMPING: D 263 1947
 DV1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1071+STABILITY: SURFACE MOTION
 DV1071
 DV1071  HISTORY     - Date     Condition        Report By
 DV1071  HISTORY     - 1947     MONUMENTED       CGS
 DV1071  HISTORY     - 1967     GOOD             NGS
 DV1071  HISTORY     - 1981     GOOD             NGS
 DV1071
 DV1071                          STATION DESCRIPTION
 DV1071
 DV1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1071'4.6 MI W FROM TONOPAH.
 DV1071'ABOUT 4.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1071'TONOPAH, IN SECTION 19, T 2 N, R 7 W, 0.3 MILE SOUTHEAST OF A CATTLE
 DV1071'GUARD IN THE ROAD, 77 FEET SOUTHEAST OF THE CENTER OF A JUNCTION OF
 DV1071'THE ROAD AND A DIM TRAIL ROAD, 41 FEET NORTHEAST OF THE CENTER LINE OF
 DV1071'THE ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DV1071'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV1071'WHICH PROJECTS 2 INCHES.
 DV1071
 DV1071                          STATION RECOVERY (1981)
 DV1071
 DV1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0726 ***********************************************************************
 DV0726  DESIGNATION -  D 264
 DV0726  PID         -  DV0726
 DV0726  STATE/COUNTY-  AZ/MARICOPA
 DV0726  USGS QUAD   -  BUCKEYE NW (1982)
 DV0726
 DV0726                         *CURRENT SURVEY CONTROL
 DV0726  ___________________________________________________________________
 DV0726* NAD 83(1986)-  33 25 41.     (N)    112 40 39.     (W)     SCALED    
 DV0726* NAVD 88     -       315.22   (+/-2cm)    1034.2    (feet)  VERTCON   
 DV0726  ___________________________________________________________________
 DV0726  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0726
 DV0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0726
 DV0726.The horizontal coordinates were scaled from a topographic map and have
 DV0726.an estimated accuracy of +/- 6 seconds.
 DV0726
 DV0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0726.The vertical order pertains to the NGVD 29 superseded value.
 DV0726
 DV0726.The geoid height was determined by GEOID03.
 DV0726
 DV0726;                    North         East    Units  Estimated Accuracy
 DV0726;SPC AZ C     -   269,480.      142,610.      MT  (+/- 180 meters Scaled)
 DV0726
 DV0726                          SUPERSEDED SURVEY CONTROL
 DV0726
 DV0726  NGVD 29 (??/??/92)  314.575  (m)         1032.07   (f) ADJ UNCH    1 2
 DV0726
 DV0726.Superseded values are not recommended for survey control.
 DV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0726.See file dsdata.txt to determine how the superseded data were derived.
 DV0726
 DV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440000(NAD 83)
 DV0726_MARKER: DB = BENCH MARK DISK
 DV0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0726_STAMPING: D 264 1947
 DV0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0726+STABILITY: SURFACE MOTION
 DV0726
 DV0726  HISTORY     - Date     Condition        Report By
 DV0726  HISTORY     - 1947     MONUMENTED       CGS
 DV0726  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0726
 DV0726                          STATION DESCRIPTION
 DV0726
 DV0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0726'12.0 MI NW FROM BUCKEYE.
 DV0726'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0726'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0726'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 2.4 MILES SOUTH
 DV0726'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT THE NORTHEAST
 DV0726'CORNER OF THE AIRPORT, 51.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DV0726'1.2 FEET EAST OF THE NORTHEAST CORNER WOODEN FENCE POST OF THE
 DV0726'AIRPORT, 1.0 FOOT EAST OF THE NORTH-SOUTH BOUNDARY FENCE, 0.6 FOOT
 DV0726'SOUTH OF THE PROLONGATION OF THE EAST-WEST BOUNDARY FENCE, 2.2 FEET
 DV0726'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 DV0726'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0726
 DV0726                          STATION RECOVERY (1981)
 DV0726
 DV0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0726'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0549 ***********************************************************************
 DV0549  DESIGNATION -  D 265
 DV0549  PID         -  DV0549
 DV0549  STATE/COUNTY-  AZ/MARICOPA
 DV0549  USGS QUAD   -  PERRYVILLE (1982)
 DV0549
 DV0549                         *CURRENT SURVEY CONTROL
 DV0549  ___________________________________________________________________
 DV0549* NAD 83(1986)-  33 29 37.     (N)    112 27 42.     (W)     SCALED    
 DV0549* NAVD 88     -       339.058  (meters)    1112.39   (feet)  ADJUSTED  
 DV0549  ___________________________________________________________________
 DV0549  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV0549  DYNAMIC HT  -         338.667 (meters)    1111.11  (feet)  COMP
 DV0549  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV0549
 DV0549  VERT ORDER  -  FIRST     CLASS II
 DV0549
 DV0549.The horizontal coordinates were scaled from a topographic map and have
 DV0549.an estimated accuracy of +/- 6 seconds.
 DV0549
 DV0549.The orthometric height was determined by differential leveling
 DV0549.and adjusted by the National Geodetic Survey in June 1991..
 DV0549
 DV0549.The geoid height was determined by GEOID03.
 DV0549
 DV0549.The dynamic height is computed by dividing the NAVD 88
 DV0549.geopotential number by the normal gravity value computed on the
 DV0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0549.degrees latitude (g = 980.6199 gals.).
 DV0549
 DV0549.The modeled gravity was interpolated from observed gravity values.
 DV0549
 DV0549;                    North         East    Units  Estimated Accuracy
 DV0549;SPC AZ C     -   276,630.      162,720.      MT  (+/- 180 meters Scaled)
 DV0549
 DV0549                          SUPERSEDED SURVEY CONTROL
 DV0549
 DV0549  NGVD 29 (??/??/92)  338.525  (m)         1110.64   (f) ADJ UNCH    1 2
 DV0549
 DV0549.Superseded values are not recommended for survey control.
 DV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0549.See file dsdata.txt to determine how the superseded data were derived.
 DV0549
 DV0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642069(NAD 83)
 DV0549_MARKER: DB = BENCH MARK DISK
 DV0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0549_STAMPING: D 265 1948
 DV0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0549+STABILITY: SURFACE MOTION
 DV0549
 DV0549  HISTORY     - Date     Condition        Report By
 DV0549  HISTORY     - 1948     MONUMENTED       CGS
 DV0549  HISTORY     - 1967     GOOD             NGS
 DV0549  HISTORY     - 1981     GOOD             NGS
 DV0549  HISTORY     - 20010423 POOR             NGS
 DV0549
 DV0549                          STATION DESCRIPTION
 DV0549
 DV0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0549'10.0 MI NW FROM GOODYEAR.
 DV0549'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0549'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 21, T 2 N, R 2 W,
 DV0549'73 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE ROAD
 DV0549'AND INDIAN SCHOOL ROAD, 58 FEET WEST OF THE CENTER LINE OF PERRYVILLE
 DV0549'ROAD, 30 1/2 FEET NORTH OF THE CENTER LINE OF INDIAN SCHOOL ROAD, 64
 DV0549'FEET SOUTHWEST OF THE MOST SOUTHERLY OF A ROW OF LARGE TREES ON THE
 DV0549'WEST SIDE OF PERRYVILLE ROAD, 17 1/2 FEET EAST OF POWER POLE NUMBER
 DV0549'32E-1, 17 1/2 FEET WEST OF TELEPHONE CABLE MARKER POST NUMBER 16, 1.4
 DV0549'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 DV0549'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 DV0549'INCHES.
 DV0549
 DV0549                          STATION RECOVERY (1981)
 DV0549
 DV0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0549'RECOVERED IN GOOD CONDITION.
 DV0549
 DV0549                          STATION RECOVERY (2001)
 DV0549
 DV0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DV0549'STATION MONUMENT IS LEANING AND APPEARS TO HAVE BEEN HIT BY A GRADER
 DV0549'BLADE. QUALITY OF THE ELEVATION IS QUESTIONABLE.  RECOMMEND USING E
 DV0549'265 INSTEAD OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0090 ***********************************************************************
 DV0090  DESIGNATION -  D 266
 DV0090  PID         -  DV0090
 DV0090  STATE/COUNTY-  AZ/MARICOPA
 DV0090  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0090
 DV0090                         *CURRENT SURVEY CONTROL
 DV0090  ___________________________________________________________________
 DV0090* NAD 83(1986)-  33 41 55.     (N)    112 24 49.     (W)     SCALED    
 DV0090* NAVD 88     -       417.38   (+/-2cm)    1369.4    (feet)  VERTCON   
 DV0090  ___________________________________________________________________
 DV0090  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0090
 DV0090  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0090
 DV0090.The horizontal coordinates were scaled from a topographic map and have
 DV0090.an estimated accuracy of +/- 6 seconds.
 DV0090
 DV0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0090.The vertical order pertains to the NGVD 29 superseded value.
 DV0090
 DV0090.The geoid height was determined by GEOID03.
 DV0090
 DV0090;                    North         East    Units  Estimated Accuracy
 DV0090;SPC AZ C     -   299,340.      167,290.      MT  (+/- 180 meters Scaled)
 DV0090
 DV0090                          SUPERSEDED SURVEY CONTROL
 DV0090
 DV0090  NGVD 29 (??/??/92)  416.832  (m)         1367.56   (f) ADJ UNCH    1 2
 DV0090
 DV0090.Superseded values are not recommended for survey control.
 DV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0090.See file dsdata.txt to determine how the superseded data were derived.
 DV0090
 DV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689296(NAD 83)
 DV0090_MARKER: DB = BENCH MARK DISK
 DV0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0090_STAMPING: D 266 1948
 DV0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0090+STABILITY: SURFACE MOTION
 DV0090
 DV0090  HISTORY     - Date     Condition        Report By
 DV0090  HISTORY     - 1948     MONUMENTED       CGS
 DV0090
 DV0090                          STATION DESCRIPTION
 DV0090
 DV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0090'2.8 MI NW FROM BEARDSLEY.
 DV0090'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0090'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0090'GRAVEL ROAD, AT LUKE FIELD NO. 2, ABOUT 0.3 MILE WEST OF THE MAIN
 DV0090'ENTRANCE TO THE AIRPORT, IN LINE WITH THE CENTER OF THE PROLONGATION
 DV0090'OF AN EAST-WEST RUNWAY, 44.8 FEET SOUTH OF THE CENTER LINE OF THE
 DV0090'ROAD, 43.9 FEET EAST OF THE EAST EDGE OF AN EAST-WEST RUNWAY, 2.2 FEET
 DV0090'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 DV0090'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0048 ***********************************************************************
 DV0048  DESIGNATION -  D 267
 DV0048  PID         -  DV0048
 DV0048  STATE/COUNTY-  AZ/MARICOPA
 DV0048  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0048
 DV0048                         *CURRENT SURVEY CONTROL
 DV0048  ___________________________________________________________________
 DV0048* NAD 83(1986)-  33 38 20.     (N)    112 09 06.     (W)     SCALED    
 DV0048* NAVD 88     -       393.20   (+/-2cm)    1290.0    (feet)  VERTCON   
 DV0048  ___________________________________________________________________
 DV0048  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0048
 DV0048  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0048
 DV0048.The horizontal coordinates were scaled from a topographic map and have
 DV0048.an estimated accuracy of +/- 6 seconds.
 DV0048
 DV0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0048.The vertical order pertains to the NGVD 29 superseded value.
 DV0048
 DV0048.The geoid height was determined by GEOID03.
 DV0048
 DV0048;                    North         East    Units  Estimated Accuracy
 DV0048;SPC AZ C     -   292,630.      191,560.      MT  (+/- 180 meters Scaled)
 DV0048
 DV0048                          SUPERSEDED SURVEY CONTROL
 DV0048
 DV0048  NGVD 29 (??/??/92)  392.64   (m)         1288.2    (f) COMPUTED    1 2
 DV0048
 DV0048.Superseded values are not recommended for survey control.
 DV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0048.See file dsdata.txt to determine how the superseded data were derived.
 DV0048
 DV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931227(NAD 83)
 DV0048_MARKER: DB = BENCH MARK DISK
 DV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0048_STAMPING: D 267 1948
 DV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0048+STABILITY: SURFACE MOTION
 DV0048
 DV0048  HISTORY     - Date     Condition        Report By
 DV0048  HISTORY     - 1948     MONUMENTED       CGS
 DV0048  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0048
 DV0048                          STATION DESCRIPTION
 DV0048
 DV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0048'8.8 MI NE FROM GLENDALE.
 DV0048'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0048'GLENDALE, THENCE 7.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD.  AT
 DV0048'A ROAD CROSSING, 60.3 FEET EAST OF THE CENTER LINE OF THE OLD BLACK
 DV0048'CANYON ROAD, 32.5 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 DV0048'1.2 FEET SOUTH OF A WIRE FENCE, 2.4 FEET WEST OF A WHITE WOODEN
 DV0048'WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP OF A CONCRETE
 DV0048'POST PROJECTING 3 INCHES.
 DV0048
 DV0048                          STATION RECOVERY (1967)
 DV0048
 DV0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0022 ***********************************************************************
 DV0022  DESIGNATION -  D 268 RESET
 DV0022  PID         -  DV0022
 DV0022  STATE/COUNTY-  AZ/MARICOPA
 DV0022  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0022
 DV0022                         *CURRENT SURVEY CONTROL
 DV0022  ___________________________________________________________________
 DV0022* NAD 83(1986)-  33 35 08.     (N)    112 02 56.     (W)     SCALED    
 DV0022* NAVD 88     -       414.45   (+/-2cm)    1359.7    (feet)  VERTCON   
 DV0022  ___________________________________________________________________
 DV0022  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0022
 DV0022  VERT ORDER  -  THIRD (See Below)
 DV0022
 DV0022.The horizontal coordinates were scaled from a topographic map and have
 DV0022.an estimated accuracy of +/- 6 seconds.
 DV0022
 DV0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0022.The vertical order pertains to the NGVD 29 superseded value.
 DV0022
 DV0022.The geoid height was determined by GEOID03.
 DV0022
 DV0022;                    North         East    Units  Estimated Accuracy
 DV0022;SPC AZ C     -   286,700.      201,090.      MT  (+/- 180 meters Scaled)
 DV0022
 DV0022                          SUPERSEDED SURVEY CONTROL
 DV0022
 DV0022  NGVD 29 (??/??/??)  413.89   (m)         1357.9    (f) RESET       3  
 DV0022
 DV0022.Superseded values are not recommended for survey control.
 DV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0022.See file dsdata.txt to determine how the superseded data were derived.
 DV0022
 DV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026166(NAD 83)
 DV0022_MARKER: DB = BENCH MARK DISK
 DV0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0022_STAMPING: D 268 1948 RESET 1963
 DV0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0022+STABILITY: SURFACE MOTION
 DV0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0022+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DV0022
 DV0022  HISTORY     - Date     Condition        Report By
 DV0022  HISTORY     - 1963     MONUMENTED       CGS
 DV0022  HISTORY     - 20060115 GOOD             USPSQD
 DV0022
 DV0022                          STATION DESCRIPTION
 DV0022
 DV0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0022'1.0 MI S FROM CACTUS.
 DV0022'ABOUT 1.0 MILE SOUTH ALONG THE CAVE CREEK ROAD FROM THE POST OFFICE AT
 DV0022'CACTUS, AT A POINT WHERE A POWER LINE CROSSES OVER THE CAVE CREEK
 DV0022'ROAD, 74 FEET EAST OF THE CENTER OF CAVE CREEK ROAD, 3.5 FEET
 DV0022'SOUTHWEST OF A FENCE CORNER, 4 FEET NORTH OF THE NORTH SIDE OF THE
 DV0022'CONCRETE BLOCK FOUNDATION OF A NEW BUILDING UNDER CONSTRUCTION, ABOUT
 DV0022'4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0022'PROJECTING 2 INCHES.
 DV0022
 DV0022                          STATION RECOVERY (2006)
 DV0022
 DV0022'RECOVERY NOTE BY US POWER SQUADRON 2006 (JKP)
 DV0022'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0023 ***********************************************************************
 DV0023  DESIGNATION -  D 268 RESET
 DV0023  PID         -  DV0023
 DV0023  STATE/COUNTY-  AZ/MARICOPA
 DV0023  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0023
 DV0023                         *CURRENT SURVEY CONTROL
 DV0023  ___________________________________________________________________
 DV0023* NAD 83(1986)-  33 35 08.     (N)    112 02 56.     (W)     SCALED    
 DV0023* NAVD 88     -       414.10   (+/-2cm)    1358.6    (feet)  VERTCON   
 DV0023  ___________________________________________________________________
 DV0023  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0023
 DV0023  VERT ORDER  -  THIRD (See Below)
 DV0023
 DV0023.The horizontal coordinates were scaled from a topographic map and have
 DV0023.an estimated accuracy of +/- 6 seconds.
 DV0023
 DV0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0023.The vertical order pertains to the NGVD 29 superseded value.
 DV0023
 DV0023.The geoid height was determined by GEOID03.
 DV0023
 DV0023;                    North         East    Units  Estimated Accuracy
 DV0023;SPC AZ C     -   286,700.      201,090.      MT  (+/- 180 meters Scaled)
 DV0023
 DV0023                          SUPERSEDED SURVEY CONTROL
 DV0023
 DV0023  NGVD 29 (03/28/06)  413.53   (m)         1356.7    (f) RESET       3  
 DV0023
 DV0023.Superseded values are not recommended for survey control.
 DV0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0023.See file dsdata.txt to determine how the superseded data were derived.
 DV0023
 DV0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026166(NAD 83)
 DV0023_MARKER: DB = BENCH MARK DISK
 DV0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0023_STAMPING: D 268 RESET 1975
 DV0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0023+STABILITY: SURFACE MOTION
 DV0023
 DV0023  HISTORY     - Date     Condition        Report By
 DV0023  HISTORY     - 1975     MONUMENTED       NGS
 DV0023
 DV0023                          STATION DESCRIPTION
 DV0023
 DV0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DV0023'IN PHOENIX.
 DV0023'1.0 MILE SOUTH ALONG CAVE CREEK ROAD FROM ITS JUNCTION WITH CACTUS
 DV0023'ROAD IN NORTHEAST PHOENIX OR 1.25 MILES NORTH ALONG CAVE CREEK ROAD
 DV0023'FROM 10TH STREET.  AT EL DONCO LAUNGE AND THOMAS APARTMENTS.  SET IN
 DV0023'TOP OF A 12 INCH CONCRETE MONUMENT 1 FOOT WEST OF APARTMENT NO. 1. 60
 DV0023'FEET EAST OF THE CENTER LINE OF CAVE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0660 ***********************************************************************
 DU0660  DESIGNATION -  D 269
 DU0660  PID         -  DU0660
 DU0660  STATE/COUNTY-  AZ/MARICOPA
 DU0660  USGS QUAD   -  BUCKHORN (1982)
 DU0660
 DU0660                         *CURRENT SURVEY CONTROL
 DU0660  ___________________________________________________________________
 DU0660* NAD 83(1986)-  33 29 21.     (N)    111 41 01.     (W)     SCALED    
 DU0660* NAVD 88     -       480.183  (meters)    1575.40   (feet)  READJUSTED
 DU0660  ___________________________________________________________________
 DU0660  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0660  DYNAMIC HT  -         479.610 (meters)    1573.52  (feet)  COMP
 DU0660  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 DU0660  OBS GRAVITY -     979,431.1   (mgal)                       GRAV_OBS
 DU0660
 DU0660  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0660
 DU0660.The horizontal coordinates were scaled from a topographic map and have
 DU0660.an estimated accuracy of +/- 6 seconds.
 DU0660
 DU0660.The orthometric height was determined by differential leveling
 DU0660.and adjusted by the National Geodetic Survey in April 1999..
 DU0660.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0660.distribution rate of 0.0 thru 1.0 mm/km.
 DU0660.The height was derived from older observations constrained to new
 DU0660.heights in a crustal motion area.  The height is approximate in
 DU0660.relation to other heights in its vicinity.
 DU0660
 DU0660.The geoid height was determined by GEOID03.
 DU0660
 DU0660.The dynamic height is computed by dividing the NAVD 88
 DU0660.geopotential number by the normal gravity value computed on the
 DU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0660.degrees latitude (g = 980.6199 gals.).
 DU0660
 DU0660.The modeled gravity was interpolated from observed gravity values.
 DU0660.The observed gravity was obtained from relative gravimeter ties
 DU0660.to the IGSN71 gravity network.
 DU0660
 DU0660;                    North         East    Units  Estimated Accuracy
 DU0660;SPC AZ C     -   276,020.      235,020.      MT  (+/- 180 meters Scaled)
 DU0660
 DU0660                          SUPERSEDED SURVEY CONTROL
 DU0660
 DU0660  NAVD 88 (06/15/91)  480.192  (m)         1575.43   (f) UNKNOWN     1 1
 DU0660  NGVD 29 (??/??/92)  479.613  (m)         1573.53   (f) ADJ UNCH    1 1
 DU0660
 DU0660.Superseded values are not recommended for survey control.
 DU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0660.See file dsdata.txt to determine how the superseded data were derived.
 DU0660
 DU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364057(NAD 83)
 DU0660_MARKER: DB = BENCH MARK DISK
 DU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0660_STAMPING: D 269 1948
 DU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0660+STABILITY: SURFACE MOTION
 DU0660
 DU0660  HISTORY     - Date     Condition        Report By
 DU0660  HISTORY     - 1948     MONUMENTED       CGS
 DU0660  HISTORY     - 1967     GOOD             NGS
 DU0660  HISTORY     - 1969     GOOD             NGS
 DU0660  HISTORY     - 1975     GOOD             NGS
 DU0660  HISTORY     - 1980     GOOD             NGS
 DU0660
 DU0660                          STATION DESCRIPTION
 DU0660
 DU0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0660'6.1 MI N FROM BUCKHORN.
 DU0660'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0660'POST OFFICE AT BUCKHORN, THENCE 5.1 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0660'S 30, T 2 N, R 7 E, 0.6 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND
 DU0660'THE ROAD WHICH LEADS TO RED MOUNTAIN RANCH, 0.1 MILE NORTH OF A METAL
 DU0660'GATE IN THE EAST RIGHT-OF-WAY FENCE, 45 FEET EAST OF THE CENTER LINE
 DU0660'OF THE HIGHWAY, 53 FEET NORTH OF THE CENTER LINE OF A WASH, 6 1/2 FEET
 DU0660'WEST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 DU0660'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0660'ABOUT LEVEL WITH THE GROUND.
 DU0660
 DU0660                          STATION RECOVERY (1969)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DU0660'RECOVERED IN GOOD CONDITION.
 DU0660
 DU0660                          STATION RECOVERY (1975)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0660'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0660'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 5.1
 DU0660'MILES, 0.6 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND THE ROAD
 DU0660'WHICH LEADS TO RED MOUNTAIN RANCH, 0.1 MILE NORTH OF A METAL GATE IN
 DU0660'THE EAST RIGHT-OF-WAY FENCE, 45 FEET EAST OF THE CENTERLINE OF THE
 DU0660'HIGHWAY, 53 FEET NORTH OF THE CENTERLINE OF A WASH, 6 1/2 FEET WEST OF
 DU0660'THE RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 DU0660'3 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 DU0660'CONCRETE POST ABOUT LEVEL WITH THE GROUND.  1/4, SEC 30, T 2N, R7E.
 DU0660
 DU0660                          STATION RECOVERY (1980)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0466 ***********************************************************************
 ET0466  DESIGNATION -  D 27
 ET0466  PID         -  ET0466
 ET0466  STATE/COUNTY-  AZ/YAVAPAI
 ET0466  USGS QUAD   -  IRON SPRINGS (1979)
 ET0466
 ET0466                         *CURRENT SURVEY CONTROL
 ET0466  ___________________________________________________________________
 ET0466* NAD 83(1986)-  34 34 05.     (N)    112 32 59.     (W)     SCALED    
 ET0466* NAVD 88     -      1768.304  (meters)    5801.51   (feet)  POSTED    
 ET0466  ___________________________________________________________________
 ET0466  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0466  DYNAMIC HT  -        1765.860 (meters)    5793.49  (feet)  COMP
 ET0466  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 ET0466
 ET0466  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0466
 ET0466.The horizontal coordinates were scaled from a topographic map and have
 ET0466.an estimated accuracy of +/- 6 seconds.
 ET0466
 ET0466.The orthometric height was determined by differential leveling
 ET0466.and adjusted by the National Geodetic Survey in November 2005..
 ET0466.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0466.rate of 1.1 thru 2.0 mm/km.
 ET0466
 ET0466.The geoid height was determined by GEOID03.
 ET0466
 ET0466.The dynamic height is computed by dividing the NAVD 88
 ET0466.geopotential number by the normal gravity value computed on the
 ET0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0466.degrees latitude (g = 980.6199 gals.).
 ET0466
 ET0466.The modeled gravity was interpolated from observed gravity values.
 ET0466
 ET0466;                    North         East    Units  Estimated Accuracy
 ET0466;SPC AZ C     -   395,840.      155,270.      MT  (+/- 180 meters Scaled)
 ET0466
 ET0466                          SUPERSEDED SURVEY CONTROL
 ET0466
 ET0466  NGVD 29 (??/??/92) 1767.421  (m)         5798.61   (f) ADJ UNCH    1 2
 ET0466
 ET0466.Superseded values are not recommended for survey control.
 ET0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0466.See file dsdata.txt to determine how the superseded data were derived.
 ET0466
 ET0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD578262(NAD 83)
 ET0466_MARKER: DB = BENCH MARK DISK
 ET0466_SETTING: 80 = SET IN A BOULDER
 ET0466_SP_SET: BOULDER
 ET0466_STAMPING: D 27 1933
 ET0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0466+STABILITY: SURFACE MOTION
 ET0466
 ET0466  HISTORY     - Date     Condition        Report By
 ET0466  HISTORY     - 1933     MONUMENTED       CGS
 ET0466  HISTORY     - 1974     GOOD             USGS
 ET0466  HISTORY     - 19970628 GOOD             USPSQD
 ET0466
 ET0466                          STATION DESCRIPTION
 ET0466
 ET0466'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0466'3.8 MI SE FROM IRON SPRINGS.
 ET0466'3.8 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0466'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, ON THE OUTSIDE OF THE
 ET0466'CENTER OF A CURVE, DIRECTLY ACROSS THE GRADE FROM A FORMER MOTOR
 ET0466'SCOOTER PLATFORM, IN TOP OF A GRANITE BOULDER, 30 FEET SOUTHWEST OF
 ET0466'R.R. GRADE AND 4.1 FT. HIGHER
 ET0466
 ET0466                          STATION RECOVERY (1997)
 ET0466
 ET0466'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0430 ***********************************************************************
 DU0430  DESIGNATION -  D 270
 DU0430  PID         -  DU0430
 DU0430  STATE/COUNTY-  AZ/MARICOPA
 DU0430  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0430
 DU0430                         *CURRENT SURVEY CONTROL
 DU0430  ___________________________________________________________________
 DU0430* NAD 83(1986)-  33 31 45.     (N)    111 22 12.     (W)     SCALED    
 DU0430* NAVD 88     -       627.08   (+/-2cm)    2057.3    (feet)  VERTCON   
 DU0430  ___________________________________________________________________
 DU0430  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DU0430
 DU0430  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0430
 DU0430.The horizontal coordinates were scaled from a topographic map and have
 DU0430.an estimated accuracy of +/- 6 seconds.
 DU0430
 DU0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0430.The vertical order pertains to the NGVD 29 superseded value.
 DU0430
 DU0430.The geoid height was determined by GEOID03.
 DU0430
 DU0430;                    North         East    Units  Estimated Accuracy
 DU0430;SPC AZ C     -   280,570.      264,140.      MT  (+/- 180 meters Scaled)
 DU0430
 DU0430                          SUPERSEDED SURVEY CONTROL
 DU0430
 DU0430  NGVD 29 (??/??/92)  626.451  (m)         2055.28   (f) ADJ UNCH    1 2
 DU0430
 DU0430.Superseded values are not recommended for survey control.
 DU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0430.See file dsdata.txt to determine how the superseded data were derived.
 DU0430
 DU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC656100(NAD 83)
 DU0430_MARKER: DB = BENCH MARK DISK
 DU0430_SETTING: 80 = SET IN A BOULDER
 DU0430_SP_SET: BOULDER
 DU0430_STAMPING: D 270 1948
 DU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0430+STABILITY: SURFACE MOTION
 DU0430
 DU0430  HISTORY     - Date     Condition        Report By
 DU0430  HISTORY     - 1948     MONUMENTED       CGS
 DU0430  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0430
 DU0430                          STATION DESCRIPTION
 DU0430
 DU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0430'1.9 MI NE FROM TORTILLA FLAT.
 DU0430'1.9 MILE NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0430'TORTILLA FLAT, 0.4 MILE EAST OF BRIDGE OVER ASH CREEK, 51.8 FEET SOUTH
 DU0430'OF THE CENTER LINE OF THE HIGHWAY, 35.3 FEET SOUTH OF THE NORTH END OF
 DU0430'A STEEL CULVERT, ABOUT 2.0 FEET ABOVE ROAD LEVEL, SET IN LARGE BOULDER
 DU0430'IN DRY WASH AT SHARP CURVE AND ABOUT 3.5 FEET ABOVE THE GROUND.
 DU0430
 DU0430                          STATION RECOVERY (1980)
 DU0430
 DU0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0430'NOT RECOVERED. NOTE-MARK NOT SEARCHED FOR DUE TO IT BEING ON THE
 DU0430'OTHER SIDE OF A DEEP GULCH, NOT LEVELED TO THIS SURVEY DUE TO ITS
 DU0430'INACCESSIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0433 ***********************************************************************
 DV0433  DESIGNATION -  D 271
 DV0433  PID         -  DV0433
 DV0433  STATE/COUNTY-  AZ/MARICOPA
 DV0433  USGS QUAD   -  PHOENIX (1982)
 DV0433
 DV0433                         *CURRENT SURVEY CONTROL
 DV0433  ___________________________________________________________________
 DV0433* NAD 83(1986)-  33 26 02.     (N)    112 04 27.     (W)     SCALED    
 DV0433* NAVD 88     -       329.08   (+/-2cm)    1079.7    (feet)  VERTCON   
 DV0433  ___________________________________________________________________
 DV0433  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0433
 DV0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0433
 DV0433.The horizontal coordinates were scaled from a topographic map and have
 DV0433.an estimated accuracy of +/- 6 seconds.
 DV0433
 DV0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0433.The vertical order pertains to the NGVD 29 superseded value.
 DV0433
 DV0433.The geoid height was determined by GEOID03.
 DV0433
 DV0433;                    North         East    Units  Estimated Accuracy
 DV0433;SPC AZ C     -   269,880.      198,720.      MT  (+/- 180 meters Scaled)
 DV0433
 DV0433                          SUPERSEDED SURVEY CONTROL
 DV0433
 DV0433  NGVD 29 (??/??/92)  328.424  (m)         1077.50   (f) ADJ UNCH    2 0
 DV0433
 DV0433.Superseded values are not recommended for survey control.
 DV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0433.See file dsdata.txt to determine how the superseded data were derived.
 DV0433
 DV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001999(NAD 83)
 DV0433_MARKER: DB = BENCH MARK DISK
 DV0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0433_SP_SET: STEP
 DV0433_STAMPING: D 271 1948
 DV0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0433
 DV0433  HISTORY     - Date     Condition        Report By
 DV0433  HISTORY     - 1948     MONUMENTED       CGS
 DV0433  HISTORY     - 1962     GOOD             NGS
 DV0433  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0433
 DV0433                          STATION DESCRIPTION
 DV0433
 DV0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0433'1.0 MI S FROM PHOENIX.
 DV0433'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0433'STATION AT PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH CENTRAL AVENUE,
 DV0433'48.1 FEET WEST OF THE CENTER OF SOUTH CENTRAL AVENUE, 14.4 FEET SOUTH
 DV0433'OF THE CENTER OF THE DRIVEWAY TO THE LUMBER YARD, 0.5 FOOT EAST OF THE
 DV0433'EAST SIDE OF THE BUILDING, SET IN TOP OF THE MIDDLE STEP AT THE
 DV0433'NORTHWEST CORNER OF THE CONCRETE PORCH OF THE FARMERS LUMBER AND
 DV0433'SUPPLY CO., AT 1402 SOUTH CENTRAL AVENUE.
 DV0433
 DV0433                          STATION RECOVERY (1992)
 DV0433
 DV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0433'THERE IS A NEW BUILDING AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0390 ***********************************************************************
 DV0390  DESIGNATION -  D 272
 DV0390  PID         -  DV0390
 DV0390  STATE/COUNTY-  AZ/MARICOPA
 DV0390  USGS QUAD   -  LAVEEN (1973)
 DV0390
 DV0390                         *CURRENT SURVEY CONTROL
 DV0390  ___________________________________________________________________
 DV0390* NAD 83(1986)-  33 17 54.     (N)    112 10 08.     (W)     SCALED    
 DV0390* NAVD 88     -       321.67   (+/-2cm)    1055.3    (feet)  VERTCON   
 DV0390  ___________________________________________________________________
 DV0390  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV0390
 DV0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0390
 DV0390.The horizontal coordinates were scaled from a topographic map and have
 DV0390.an estimated accuracy of +/- 6 seconds.
 DV0390
 DV0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0390.The vertical order pertains to the NGVD 29 superseded value.
 DV0390
 DV0390.The geoid height was determined by GEOID03.
 DV0390
 DV0390;                    North         East    Units  Estimated Accuracy
 DV0390;SPC AZ C     -   254,860.      189,870.      MT  (+/- 180 meters Scaled)
 DV0390
 DV0390                          SUPERSEDED SURVEY CONTROL
 DV0390
 DV0390  NGVD 29 (??/??/92)  321.065  (m)         1053.36   (f) ADJ UNCH    2 0
 DV0390
 DV0390.Superseded values are not recommended for survey control.
 DV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0390.See file dsdata.txt to determine how the superseded data were derived.
 DV0390
 DV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911849(NAD 83)
 DV0390_MARKER: DB = BENCH MARK DISK
 DV0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0390_STAMPING: D 272 1948
 DV0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0390+STABILITY: SURFACE MOTION
 DV0390
 DV0390  HISTORY     - Date     Condition        Report By
 DV0390  HISTORY     - 1948     MONUMENTED       CGS
 DV0390  HISTORY     - 1959     GOOD             NGS
 DV0390  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0390
 DV0390                          STATION DESCRIPTION
 DV0390
 DV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0390'1.6 MI N FROM KOMATKE.
 DV0390'1.6 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 48.6 FEET EAST OF THE
 DV0390'CENTER LINE OF LATERAL 17, 6.4 FEET SOUTH OF A LARGE TREE, 1.0 FOOT
 DV0390'BELOW THE LEVEL OF THE ROAD, 4.5 FEET NORTH OF A WHITE WOODEN WITNESS
 DV0390'POST, SET IN LINE WITH A ROW OF TREES AND IN THE TOP OF A CONCRETE
 DV0390'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0390
 DV0390                          STATION RECOVERY (1959)
 DV0390
 DV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0390'RECOVERED IN GOOD CONDITION.
 DV0390
 DV0390                          STATION RECOVERY (1994)
 DV0390
 DV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0849 ***********************************************************************
 DU0849  DESIGNATION -  D 273
 DU0849  PID         -  DU0849
 DU0849  STATE/COUNTY-  AZ/MARICOPA
 DU0849  USGS QUAD   -  TEMPE (1982)
 DU0849
 DU0849                         *CURRENT SURVEY CONTROL
 DU0849  ___________________________________________________________________
 DU0849* NAD 83(1986)-  33 22 41.     (N)    111 56 42.     (W)     SCALED    
 DU0849* NAVD 88     -       361.96   (+/-2cm)    1187.5    (feet)  VERTCON   
 DU0849  ___________________________________________________________________
 DU0849  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0849
 DU0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0849
 DU0849.The horizontal coordinates were scaled from a topographic map and have
 DU0849.an estimated accuracy of +/- 6 seconds.
 DU0849
 DU0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0849.The vertical order pertains to the NGVD 29 superseded value.
 DU0849
 DU0849.The geoid height was determined by GEOID03.
 DU0849
 DU0849;                    North         East    Units  Estimated Accuracy
 DU0849;SPC AZ C     -   263,680.      210,720.      MT  (+/- 180 meters Scaled)
 DU0849
 DU0849                          SUPERSEDED SURVEY CONTROL
 DU0849
 DU0849  NGVD 29 (??/??/92)  361.354  (m)         1185.54   (f) ADJ UNCH    2 0
 DU0849
 DU0849.Superseded values are not recommended for survey control.
 DU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0849.See file dsdata.txt to determine how the superseded data were derived.
 DU0849
 DU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB120935(NAD 83)
 DU0849_MARKER: DB = BENCH MARK DISK
 DU0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0849_SP_SET: BRIDGE
 DU0849_STAMPING: D 273 1948
 DU0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0849
 DU0849  HISTORY     - Date     Condition        Report By
 DU0849  HISTORY     - 1948     MONUMENTED       CGS
 DU0849  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DU0849
 DU0849                          STATION DESCRIPTION
 DU0849
 DU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0849'IN PETERSON.
 DU0849'AT PETERSON, 49.5 FEET NORTHEAST OF AN ADOBE GARAGE, 19.9 FEET WEST OF
 DU0849'THE CENTER LINE OF A IRRIGATION DITCH, 15.7 FEET SOUTH OF THE CENTER
 DU0849'LINE OF THE BASELINE ROAD, 3.5 FEET ABOVE THE LEVEL OF THE ROAD, SET
 DU0849'IN THE WEST WINGWALL OF THE SOUTH RAIL OF A CONCRETE BRIDGE OVER A
 DU0849'LARGE IRRIGATION DITCH.
 DU0849
 DU0849                          STATION RECOVERY (2004)
 DU0849
 DU0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0849'THE GEODEC MARK HAS BEEN REPLACED WITH A SRP CAP. THE CAP LOOKS THE
 DU0849'SAME AS THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0328 ***********************************************************************
 DV0328  DESIGNATION -  D 274
 DV0328  PID         -  DV0328
 DV0328  STATE/COUNTY-  AZ/PINAL
 DV0328  USGS QUAD   -  MARICOPA (1978)
 DV0328
 DV0328                         *CURRENT SURVEY CONTROL
 DV0328  ___________________________________________________________________
 DV0328* NAD 83(1986)-  33 04 40.     (N)    112 06 02.     (W)     SCALED    
 DV0328* NAVD 88     -       351.67   (+/-2cm)    1153.8    (feet)  VERTCON   
 DV0328  ___________________________________________________________________
 DV0328  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0328
 DV0328  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0328
 DV0328.The horizontal coordinates were scaled from a topographic map and have
 DV0328.an estimated accuracy of +/- 6 seconds.
 DV0328
 DV0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0328.The vertical order pertains to the NGVD 29 superseded value.
 DV0328
 DV0328.The geoid height was determined by GEOID03.
 DV0328
 DV0328;                    North         East    Units  Estimated Accuracy
 DV0328;SPC AZ C     -   230,390.      196,190.      MT  (+/- 180 meters Scaled)
 DV0328
 DV0328                          SUPERSEDED SURVEY CONTROL
 DV0328
 DV0328  NGVD 29 (??/??/92)  351.133  (m)         1152.01   (f) ADJ UNCH    1 2
 DV0328
 DV0328.Superseded values are not recommended for survey control.
 DV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0328.See file dsdata.txt to determine how the superseded data were derived.
 DV0328
 DV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972604(NAD 83)
 DV0328_MARKER: P = PIPE CAP
 DV0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0328_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0328
 DV0328  HISTORY     - Date     Condition        Report By
 DV0328  HISTORY     - UNK      MONUMENTED       USGLO
 DV0328  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0328
 DV0328                          STATION DESCRIPTION
 DV0328
 DV0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0328'3.4 MI NW FROM MARICOPA.
 DV0328'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0328'POST OFFICE AT MARICOPA, THENCE 0.1 MILE NORTH ALONG A DIM TRACK ROAD,
 DV0328'219 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD ADOBE HOUSE, 0.8
 DV0328'FOOT EAST OF THE SOUTHEAST CORNER POST OF A WIRE FENCE, A STANDARD
 DV0328'G.L.O. SECTION LINE CAP RIVETED TO THE TOP OF A 2 INCH IRON PIPE
 DV0328'REINFORCED WITH CONCRETE AND PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DV0328'NOTE-- THE AREA AT THE DESCRIBED LOCATION OF THIS MARK IS NOW UNDER
 DV0328'CULTIVATION AND IT IS BELIEVED THAT THE MARK HAS EITHER BEEN COVERED
 DV0328'OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0830 ***********************************************************************
 DU0830  DESIGNATION -  D 275
 DU0830  PID         -  DU0830
 DU0830  STATE/COUNTY-  AZ/PINAL
 DU0830  USGS QUAD   -  SACATON (1981)
 DU0830
 DU0830                         *CURRENT SURVEY CONTROL
 DU0830  ___________________________________________________________________
 DU0830* NAD 83(1986)-  33 05 39.     (N)    111 44 23.     (W)     SCALED    
 DU0830* NAVD 88     -       384.43   (+/-2cm)    1261.3    (feet)  VERTCON   
 DU0830  ___________________________________________________________________
 DU0830  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0830
 DU0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0830
 DU0830.The horizontal coordinates were scaled from a topographic map and have
 DU0830.an estimated accuracy of +/- 6 seconds.
 DU0830
 DU0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0830.The vertical order pertains to the NGVD 29 superseded value.
 DU0830
 DU0830.The geoid height was determined by GEOID03.
 DU0830
 DU0830;                    North         East    Units  Estimated Accuracy
 DU0830;SPC AZ C     -   232,210.      229,880.      MT  (+/- 180 meters Scaled)
 DU0830
 DU0830                          SUPERSEDED SURVEY CONTROL
 DU0830
 DU0830  NGVD 29 (??/??/92)  383.942  (m)         1259.65   (f) ADJ UNCH    2 0
 DU0830
 DU0830.Superseded values are not recommended for survey control.
 DU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0830.See file dsdata.txt to determine how the superseded data were derived.
 DU0830
 DU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB309619(NAD 83)
 DU0830_MARKER: DB = BENCH MARK DISK
 DU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0830_STAMPING: D 275 1948
 DU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0830+STABILITY: SURFACE MOTION
 DU0830
 DU0830  HISTORY     - Date     Condition        Report By
 DU0830  HISTORY     - 1948     MONUMENTED       CGS
 DU0830  HISTORY     - 1964     MARK NOT FOUND   USGS
 DU0830
 DU0830                          STATION DESCRIPTION
 DU0830
 DU0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0830'1.0 MI NE FROM SACATON.
 DU0830'1.0 MILE NORTHEAST ALONG THE HIGHWAY FROM THE MATHEW B. JUAN MEMORIAL
 DU0830'AT SACATON, 121 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET
 DU0830'SOUTH OF A TRACK ROAD LEADING WEST, 6.0 FEET BELOW THE LEVEL OF THE
 DU0830'HIGHWAY, 3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DU0830'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU0830
 DU0830                          STATION RECOVERY (1964)
 DU0830
 DU0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0834 ***********************************************************************
 DU0834  DESIGNATION -  D 276
 DU0834  PID         -  DU0834
 DU0834  STATE/COUNTY-  AZ/PINAL
 DU0834  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0834
 DU0834                         *CURRENT SURVEY CONTROL
 DU0834  ___________________________________________________________________
 DU0834* NAD 83(1986)-  33 05 46.     (N)    111 47 57.     (W)     SCALED    
 DU0834* NAVD 88     -       380.28   (+/-2cm)    1247.6    (feet)  VERTCON   
 DU0834  ___________________________________________________________________
 DU0834  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU0834
 DU0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0834
 DU0834.The horizontal coordinates were scaled from a topographic map and have
 DU0834.an estimated accuracy of +/- 6 seconds.
 DU0834
 DU0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0834.The vertical order pertains to the NGVD 29 superseded value.
 DU0834
 DU0834.The geoid height was determined by GEOID03.
 DU0834
 DU0834;                    North         East    Units  Estimated Accuracy
 DU0834;SPC AZ C     -   232,420.      224,330.      MT  (+/- 180 meters Scaled)
 DU0834
 DU0834                          SUPERSEDED SURVEY CONTROL
 DU0834
 DU0834  NGVD 29 (??/??/92)  379.805  (m)         1246.08   (f) ADJ UNCH    2 0
 DU0834
 DU0834.Superseded values are not recommended for survey control.
 DU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0834.See file dsdata.txt to determine how the superseded data were derived.
 DU0834
 DU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB254622(NAD 83)
 DU0834_MARKER: DB = BENCH MARK DISK
 DU0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0834_STAMPING: D 276 1948
 DU0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0834+STABILITY: SURFACE MOTION
 DU0834
 DU0834  HISTORY     - Date     Condition        Report By
 DU0834  HISTORY     - 1948     MONUMENTED       CGS
 DU0834
 DU0834                          STATION DESCRIPTION
 DU0834
 DU0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0834'3.1 MI NW FROM SACATON.
 DU0834'3.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0834'JUAN MEMORIAL AT SACATON, 253 FEET NORTHWEST OF THE CENTER LINE OF A
 DU0834'WASH, 54.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET
 DU0834'NORTHWEST OF A POWER LINE POLE, 1.0 FOOT BELOW THE LEVEL OF THE ROAD,
 DU0834'3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DU0834'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0728 ***********************************************************************
 DU0728  DESIGNATION -  D 277
 DU0728  PID         -  DU0728
 DU0728  STATE/COUNTY-  AZ/MARICOPA
 DU0728  USGS QUAD   -  GILA BUTTE (1981)
 DU0728
 DU0728                         *CURRENT SURVEY CONTROL
 DU0728  ___________________________________________________________________
 DU0728* NAD 83(1986)-  33 14 52.     (N)    111 50 12.     (W)     SCALED    
 DU0728* NAVD 88     -       372.922  (meters)    1223.49   (feet)  ADJUSTED  
 DU0728  ___________________________________________________________________
 DU0728  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0728  DYNAMIC HT  -         372.478 (meters)    1222.04  (feet)  COMP
 DU0728  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DU0728
 DU0728  VERT ORDER  -  FIRST     CLASS II
 DU0728
 DU0728.The horizontal coordinates were scaled from a topographic map and have
 DU0728.an estimated accuracy of +/- 6 seconds.
 DU0728
 DU0728.The orthometric height was determined by differential leveling
 DU0728.and adjusted by the National Geodetic Survey in August 1994..
 DU0728
 DU0728.The geoid height was determined by GEOID03.
 DU0728
 DU0728.The dynamic height is computed by dividing the NAVD 88
 DU0728.geopotential number by the normal gravity value computed on the
 DU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0728.degrees latitude (g = 980.6199 gals.).
 DU0728
 DU0728.The modeled gravity was interpolated from observed gravity values.
 DU0728
 DU0728;                    North         East    Units  Estimated Accuracy
 DU0728;SPC AZ C     -   249,230.      220,820.      MT  (+/- 180 meters Scaled)
 DU0728
 DU0728                          SUPERSEDED SURVEY CONTROL
 DU0728
 DU0728  NGVD 29 (??/??/92)  372.675  (m)         1222.68   (f) ADJ UNCH    1 2
 DU0728
 DU0728.Superseded values are not recommended for survey control.
 DU0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0728.See file dsdata.txt to determine how the superseded data were derived.
 DU0728
 DU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220790(NAD 83)
 DU0728_MARKER: DB = BENCH MARK DISK
 DU0728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0728_SP_SET: CULVERT HEADWALL
 DU0728_STAMPING: D 277 1948
 DU0728_MARK LOGO: CGS   
 DU0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0728+STABILITY: SURFACE MOTION
 DU0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0728+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DU0728
 DU0728  HISTORY     - Date     Condition        Report By
 DU0728  HISTORY     - 1948     MONUMENTED       CGS
 DU0728  HISTORY     - 1959     GOOD             NGS
 DU0728  HISTORY     - 1979     GOOD             LOCSUR
 DU0728  HISTORY     - 19940326 GOOD             NGS
 DU0728  HISTORY     - 20060824 GOOD             GEOCAC
 DU0728
 DU0728                          STATION DESCRIPTION
 DU0728
 DU0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0728'3.8 MI S FROM CHANDLER.
 DU0728'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0728'STATION AT CHANDLER, 20.9 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DU0728'10.1 FEET EAST OF THE CENTER LINE OF THE TRACK, 3.0 FEET BELOW THE
 DU0728'LEVEL OF THE TRACK, SET IN THE TOP AND IN THE CENTER OF THE EAST
 DU0728'CONCRETE HEADWALL OF RAILROAD BRIDGE NO. 933.11 OVER A IRRIGATION
 DU0728'DITCH.
 DU0728
 DU0728                          STATION RECOVERY (1959)
 DU0728
 DU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0728'RECOVERED IN GOOD CONDITION.
 DU0728
 DU0728                          STATION RECOVERY (1979)
 DU0728
 DU0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0728'THE MARK IS LOCATED ALONG THE SOUTHERN PACIFIC TRANSPORTATION COMPANY
 DU0728'TRACKS 3.8 MILES SOUTH OF THE STATION SITE IN CHANDLER (SOUTHEAST OF
 DU0728'THE INTERSECTION OF EAST COMMONWEALTH AVENUE AND SOUTH DELAWARE ST),
 DU0728'AT THE CROSSING OF OCOTILLO ROAD.
 DU0728
 DU0728                          STATION RECOVERY (1994)
 DU0728
 DU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0728'15.4 KM (9.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU0728'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.4 KM
 DU0728'(0.25 MI) EASTERLY ALONG OCOTILLO ROAD, IN TOP OF AND 1.2 M (3.9 FT)
 DU0728'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN IRRIGATION
 DU0728'CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, 7.2 M (23.6 FT) SOUTH OF
 DU0728'THE ROAD CENTERLINE, 6.7 M (22.0 FT) NORTH OF A UTILITY POLE WITH A
 DU0728'METER ATTACHED, 2.5 M (8.2 FT) EAST OF THE NEAR RAIL, AND 0.7 M
 DU0728'(2.3 FT) BELOW THE LEVEL OF THE ROAD.
 DU0728
 DU0728                          STATION RECOVERY (2006)
 DU0728
 DU0728'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1047 ***********************************************************************
 CZ1047  DESIGNATION -  D 279
 CZ1047  PID         -  CZ1047
 CZ1047  STATE/COUNTY-  AZ/PINAL
 CZ1047  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1047
 CZ1047                         *CURRENT SURVEY CONTROL
 CZ1047  ___________________________________________________________________
 CZ1047* NAD 83(1992)-  32 44 43.60795(N)    111 32 42.02474(W)     ADJUSTED  
 CZ1047* NAVD 88     -       476.388  (meters)    1562.95   (feet)  ADJUSTED  
 CZ1047  ___________________________________________________________________
 CZ1047  X           -  -1,972,099.224 (meters)                     COMP
 CZ1047  Y           -  -4,994,955.713 (meters)                     COMP
 CZ1047  Z           -   3,430,489.877 (meters)                     COMP
 CZ1047  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CZ1047  ELLIP HEIGHT-         446.33  (meters)          (11/21/00) GPS OBS
 CZ1047  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1047  DYNAMIC HT  -         475.785 (meters)    1560.97  (feet)  COMP
 CZ1047  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 CZ1047  OBS GRAVITY -     979,356.0   (mgal)                       GRAV_OBS
 CZ1047
 CZ1047  HORZ ORDER  -  B
 CZ1047  VERT ORDER  -  FIRST     CLASS II
 CZ1047  ELLP ORDER  -  THIRD     CLASS I
 CZ1047
 CZ1047.The horizontal coordinates were established by GPS observations
 CZ1047.and adjusted by the National Geodetic Survey in September 1992..
 CZ1047
 CZ1047.The orthometric height was determined by differential leveling
 CZ1047.and adjusted by the National Geodetic Survey in November 1993..
 CZ1047
 CZ1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1047
 CZ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1047
 CZ1047.The ellipsoidal height was determined by GPS observations
 CZ1047.and is referenced to NAD 83.
 CZ1047
 CZ1047.The geoid height was determined by GEOID03.
 CZ1047
 CZ1047.The dynamic height is computed by dividing the NAVD 88
 CZ1047.geopotential number by the normal gravity value computed on the
 CZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1047.degrees latitude (g = 980.6199 gals.).
 CZ1047
 CZ1047.The modeled gravity was interpolated from observed gravity values.
 CZ1047.The observed gravity was obtained from relative gravimeter ties
 CZ1047.to the IGSN71 gravity network.
 CZ1047
 CZ1047;                    North         East     Units Scale Factor Converg.
 CZ1047;SPC AZ C     -   193,584.943   248,188.816   MT  0.99991495   +0 12 03.7
 CZ1047;SPC AZ C     -   635,121.20    814,267.77   iFT  0.99991495   +0 12 03.7
 CZ1047;UTM  12      - 3,623,199.066   448,941.712   MT  0.99963214   -0 17 41.3
 CZ1047
 CZ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1047!SPC AZ C     -   0.99992993  x   0.99991495  =   0.99984488
 CZ1047!UTM  12      -   0.99992993  x   0.99963214  =   0.99956209
 CZ1047
 CZ1047                          SUPERSEDED SURVEY CONTROL
 CZ1047
 CZ1047  NAD 83(1986)-  32 44 43.60236(N)    111 32 42.02536(W) AD(       ) B
 CZ1047  ELLIP H (09/30/92)  446.41   (m)                       GP(       ) 2 1
 CZ1047  NAD 83(1986)-  32 44 43.60236(N)    111 32 42.02536(W) AD(       ) 1
 CZ1047  NAVD 88 (06/15/91)  476.609  (m)         1563.67   (f) UNKNOWN     1 2
 CZ1047  NGVD 29 (08/19/88)  475.99   (m)         1561.6    (f) LEVELING    3  
 CZ1047
 CZ1047.Superseded values are not recommended for survey control.
 CZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1047.See file dsdata.txt to determine how the superseded data were derived.
 CZ1047
 CZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4894223199(NAD 83)
 CZ1047_MARKER: DB = BENCH MARK DISK
 CZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1047_SP_SET: CONCRETE POST
 CZ1047_STAMPING: D 279 1948
 CZ1047_MARK LOGO: CGS   
 CZ1047_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1047+STABILITY: SURFACE MOTION
 CZ1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1047+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1992
 CZ1047
 CZ1047  HISTORY     - Date     Condition        Report By
 CZ1047  HISTORY     - 1948     MONUMENTED       CGS
 CZ1047  HISTORY     - 1967     GOOD             NGS
 CZ1047  HISTORY     - 1980     GOOD             NGS
 CZ1047  HISTORY     - 1980     GOOD             NGS
 CZ1047  HISTORY     - 1984     GOOD             NGS
 CZ1047  HISTORY     - 19911205 GOOD             NGS
 CZ1047  HISTORY     - 19920414 GOOD             NGS
 CZ1047
 CZ1047                          STATION DESCRIPTION
 CZ1047
 CZ1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1047'0.8 MI SE FROM ELOY.
 CZ1047'ABOUT 0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1047'STATION AT ELOY, IN S 8, T 8 S, R 8 E, 47 1/2 FEET NORTHEAST OF THE
 CZ1047'NORTHEAST RAIL OF THE TRACK, 93 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ1047'STATE HIGHWAY 84, 8 1/2 FEET SOUTHEAST OF MILEPOST 934, 1.2 FEET
 CZ1047'NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 CZ1047'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ1047
 CZ1047                          STATION RECOVERY (1980)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1047'THE MARK IS 1.5 M BELOW THE TRACKS.
 CZ1047'24.3 KILOMETERS (15.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1047'RAILROAD FROM THE STATION AT CASA GRANDE, 1.05 KILOMETER (0.65 MILE)
 CZ1047'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1047'ELOY, 14.5 METERS (47.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 28.3
 CZ1047'METERS (93 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 CZ1047'METERS (43.7 FEET) SOUTHEAST OF TRANSFORMER POLE PT 337 AND 11.4
 CZ1047'METERS (37.4 FEET) NORTHEAST OF RAILROAD MILE POST 934.
 CZ1047
 CZ1047                          STATION RECOVERY (1980)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1047'THE MARK IS 1.5 M BELOW THE TRACKS.
 CZ1047'24.3 KILOMETERS (15.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1047'RAILROAD FROM THE STATION AT CASA GRANDE, 1.05 KILOMETER (0.65 MILE)
 CZ1047'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1047'ELOY, 14.5 METERS (47.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 28.3
 CZ1047'METERS (93 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 CZ1047'METERS (43.7 FEET) SOUTHEAST OF TRANSFORMER POLE PT 337 AND 11.4
 CZ1047'METERS (37.4 FEET) NORTHEAST OF RAILROAD MILE POST 934.
 CZ1047
 CZ1047                          STATION RECOVERY (1984)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1047'RECOVERED IN GOOD CONDITION.
 CZ1047
 CZ1047                          STATION RECOVERY (1991)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1047'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1047'ELOY, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1047'PACIFIC RAILROAD, 27.8 M (91.2 FT) SOUTHWEST OF THE CENTERLINE OF
 CZ1047'STATE HIGHWAY 84, 14.6 M (47.9 FT) NORTHEAST OF THE NEAR RAIL, 13.2 M
 CZ1047'(43.3 FT) SOUTHWEST OF UTILITY POLE NUMBER PT 377 WITH 2
 CZ1047'TRANSFORMERS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 CZ1047'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 CZ1047'(0.3 FT) ABOVE THE GROUND SURFACE.
 CZ1047
 CZ1047                          STATION RECOVERY (1992)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1047'THE STATION IS LOCATED ABOUT 1.2 KM (0.7 MI) SOUTHEAST OF ELOY, ALONG
 CZ1047'THE SOUTHERN PACIFIC RAILROAD TRACKS, AT RAILROAD MILEPOST 934, IN A
 CZ1047'SMALL CLEARING BETWEEN THE TRACK AND STATE HIGHWAY 84.
 CZ1047'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84 AND MAIN
 CZ1047'STREET IN ELOY (ACROSS TRACKS FROM THE TOWN WATER TANKS), GO
 CZ1047'SOUTHEAST ON HIGHWAY 84 FOR 0.50 KM (0.31 MI) TO A CROSSROAD
 CZ1047'(SUNSHINE BOULEVARD).  CONTINUE AHEAD FOR 0.66 KM (0.41 MI) TO THE
 CZ1047'STATION ON THE RIGHT AT POINT WHERE HIGHWAY NARROWS.
 CZ1047'THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 CZ1047'PROJECTING 10 CM.  LOCATED 28.3 M (92.8 FT) SOUTHWEST OF THE HIGHWAY
 CZ1047'CENTER, 14.6 M (47.9 FT) NORTHEAST OF AND 1.5 M (4.9 FT) LOWER THAN
 CZ1047'THE NORTHEAST RAIL OF TRACK, 13.3 M (43.6 FT) SOUTH-SOUTHWEST OF
 CZ1047'UTILITY POLE PT 377 WITH TRANSFORMER, 11.3 M (37.1 FT) EAST-NORTHEAST
 CZ1047'OF MILEPOST 934 AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0048 ***********************************************************************
 ET0048  DESIGNATION -  D 28
 ET0048  PID         -  ET0048
 ET0048  STATE/COUNTY-  AZ/YAVAPAI
 ET0048  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0048
 ET0048                         *CURRENT SURVEY CONTROL
 ET0048  ___________________________________________________________________
 ET0048* NAD 83(1986)-  34 38 49.     (N)    112 24 30.     (W)     SCALED    
 ET0048* NAVD 88     -      1509.947  (meters)    4953.88   (feet)  POSTED    
 ET0048  ___________________________________________________________________
 ET0048  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0048  DYNAMIC HT  -        1507.900 (meters)    4947.17  (feet)  COMP
 ET0048  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 ET0048
 ET0048  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0048
 ET0048.The horizontal coordinates were scaled from a topographic map and have
 ET0048.an estimated accuracy of +/- 6 seconds.
 ET0048
 ET0048.The orthometric height was determined by differential leveling
 ET0048.and adjusted by the National Geodetic Survey in November 2005..
 ET0048
 ET0048.The geoid height was determined by GEOID03.
 ET0048
 ET0048.The dynamic height is computed by dividing the NAVD 88
 ET0048.geopotential number by the normal gravity value computed on the
 ET0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0048.degrees latitude (g = 980.6199 gals.).
 ET0048
 ET0048.The modeled gravity was interpolated from observed gravity values.
 ET0048
 ET0048;                    North         East    Units  Estimated Accuracy
 ET0048;SPC AZ C     -   404,520.      168,290.      MT  (+/- 180 meters Scaled)
 ET0048
 ET0048                          SUPERSEDED SURVEY CONTROL
 ET0048
 ET0048  NGVD 29 (??/??/92) 1509.127  (m)         4951.19   (f) ADJ UNCH    1 2
 ET0048
 ET0048.Superseded values are not recommended for survey control.
 ET0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0048.See file dsdata.txt to determine how the superseded data were derived.
 ET0048
 ET0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709347(NAD 83)
 ET0048_MARKER: DB = BENCH MARK DISK
 ET0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0048_STAMPING: 4951.194 D 28 1933
 ET0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0048+STABILITY: SURFACE MOTION
 ET0048
 ET0048  HISTORY     - Date     Condition        Report By
 ET0048  HISTORY     - 1933     MONUMENTED       CGS
 ET0048  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0048
 ET0048                          STATION DESCRIPTION
 ET0048
 ET0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0048'9.1 MI N FROM PRESCOTT.
 ET0048'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 3.0 MILES NORTH OF
 ET0048'ENTRO RAILROAD JUNCTION, 110 FEET SOUTHWEST OF MILEPOST 48, 0.3 MILES
 ET0048'NORTHWEST OF GRANITE CREEK, NORTH END OF CUT, 90 FEET WEST OF RAILROAD
 ET0048'CENTER-LINE.
 ET0048
 ET0048                          STATION RECOVERY (1997)
 ET0048
 ET0048'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0698 ***********************************************************************
 ET0698  DESIGNATION -  D 280
 ET0698  PID         -  ET0698
 ET0698  STATE/COUNTY-  AZ/LA PAZ
 ET0698  USGS QUAD   -  PLANET (1990)
 ET0698
 ET0698                         *CURRENT SURVEY CONTROL
 ET0698  ___________________________________________________________________
 ET0698* NAD 83(1986)-  34 13 52.     (N)    113 57 48.     (W)     SCALED    
 ET0698* NAVD 88     -       264.37   (+/-2cm)     867.4    (feet)  VERTCON   
 ET0698  ___________________________________________________________________
 ET0698  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 ET0698
 ET0698  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0698
 ET0698.The horizontal coordinates were scaled from a topographic map and have
 ET0698.an estimated accuracy of +/- 6 seconds.
 ET0698
 ET0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0698.The vertical order pertains to the NGVD 29 superseded value.
 ET0698
 ET0698.The geoid height was determined by GEOID03.
 ET0698
 ET0698;                    North         East    Units  Estimated Accuracy
 ET0698;SPC AZ W     -   358,320.      193,710.      MT  (+/- 180 meters Scaled)
 ET0698
 ET0698                          SUPERSEDED SURVEY CONTROL
 ET0698
 ET0698  NGVD 29 (??/??/92)  263.746  (m)          865.31   (f) ADJ UNCH    1 1
 ET0698
 ET0698.Superseded values are not recommended for survey control.
 ET0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0698.See file dsdata.txt to determine how the superseded data were derived.
 ET0698
 ET0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC270917(NAD 83)
 ET0698_MARKER: DB = BENCH MARK DISK
 ET0698_SETTING: 80 = SET IN A BOULDER
 ET0698_SP_SET: BOULDER
 ET0698_STAMPING: D 280 1948
 ET0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0698+STABILITY: SURFACE MOTION
 ET0698
 ET0698  HISTORY     - Date     Condition        Report By
 ET0698  HISTORY     - 1948     MONUMENTED       CGS
 ET0698
 ET0698                          STATION DESCRIPTION
 ET0698
 ET0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0698'26.6 MI N FROM BOUSE.
 ET0698'26.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0698'BOUSE, ON THE NORTHEAST BANK OF A LARGE DRY WASH, 52 FEET NORTHEAST OF
 ET0698'THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE THE SURFACE OF THE
 ET0698'ROAD.  SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE
 ET0698'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0821 ***********************************************************************
 DW0821  DESIGNATION -  D 281
 DW0821  PID         -  DW0821
 DW0821  STATE/COUNTY-  AZ/LA PAZ
 DW0821  USGS QUAD   -  BOUSE (1990)
 DW0821
 DW0821                         *CURRENT SURVEY CONTROL
 DW0821  ___________________________________________________________________
 DW0821* NAD 83(1986)-  33 56 39.     (N)    114 00 26.     (W)     SCALED    
 DW0821* NAVD 88     -       289.18   (+/-2cm)     948.8    (feet)  VERTCON   
 DW0821  ___________________________________________________________________
 DW0821  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DW0821
 DW0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0821
 DW0821.The horizontal coordinates were scaled from a topographic map and have
 DW0821.an estimated accuracy of +/- 6 seconds.
 DW0821
 DW0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0821.The vertical order pertains to the NGVD 29 superseded value.
 DW0821
 DW0821.The geoid height was determined by GEOID03.
 DW0821
 DW0821;                    North         East    Units  Estimated Accuracy
 DW0821;SPC AZ W     -   326,500.      189,580.      MT  (+/- 180 meters Scaled)
 DW0821
 DW0821                          SUPERSEDED SURVEY CONTROL
 DW0821
 DW0821  NGVD 29 (??/??/??)  288.556  (m)          946.70   (f) ADJUSTED    1 2
 DW0821
 DW0821.Superseded values are not recommended for survey control.
 DW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0821.See file dsdata.txt to determine how the superseded data were derived.
 DW0821
 DW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT766600(NAD 83)
 DW0821_MARKER: DB = BENCH MARK DISK
 DW0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0821_STAMPING: D 281 1948
 DW0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0821+STABILITY: SURFACE MOTION
 DW0821
 DW0821  HISTORY     - Date     Condition        Report By
 DW0821  HISTORY     - 1948     MONUMENTED       CGS
 DW0821  HISTORY     - 1955     GOOD             NGS
 DW0821
 DW0821                          STATION DESCRIPTION
 DW0821
 DW0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DW0821'1.1 MI N FROM BOUSE.
 DW0821'1.1 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DW0821'AT BOUSE, ON THE SUMMIT OF A PROMINENT KNOLL, 38 FEET WEST
 DW0821'OF THE CENTER LINE OF THE ROAD, 3.3 FEET NORTH OF A WHITE WOODEN
 DW0821'WITNESS POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD,
 DW0821'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 DW0821'GROUND.
 DW0821
 DW0821                          STATION RECOVERY (1955)
 DW0821
 DW0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DW0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0695 ***********************************************************************
 DU0695  DESIGNATION -  D 282
 DU0695  PID         -  DU0695
 DU0695  STATE/COUNTY-  AZ/MARICOPA
 DU0695  USGS QUAD   -  HIGLEY (1981)
 DU0695
 DU0695                         *CURRENT SURVEY CONTROL
 DU0695  ___________________________________________________________________
 DU0695* NAD 83(1992)-  33 20 08.56456(N)    111 39 06.24720(W)     ADJUSTED  
 DU0695* NAVD 88     -       417.960  (meters)    1371.26   (feet)  ADJUSTED  
 DU0695  ___________________________________________________________________
 DU0695  X           -  -1,968,212.078 (meters)                     COMP
 DU0695  Y           -  -4,958,051.735 (meters)                     COMP
 DU0695  Z           -   3,485,338.665 (meters)                     COMP
 DU0695  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DU0695  ELLIP HEIGHT-         388.30  (meters)          (11/21/00) GPS OBS
 DU0695  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0695  DYNAMIC HT  -         417.457 (meters)    1369.61  (feet)  COMP
 DU0695  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 DU0695  OBS GRAVITY -     979,422.6   (mgal)                       GRAV_OBS
 DU0695
 DU0695  HORZ ORDER  -  B
 DU0695  VERT ORDER  -  FIRST     CLASS II
 DU0695  ELLP ORDER  -  THIRD     CLASS I
 DU0695
 DU0695.The horizontal coordinates were established by GPS observations
 DU0695.and adjusted by the National Geodetic Survey in September 1992..
 DU0695
 DU0695.The orthometric height was determined by differential leveling
 DU0695.and adjusted by the National Geodetic Survey in November 1993..
 DU0695
 DU0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0695
 DU0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0695
 DU0695.The ellipsoidal height was determined by GPS observations
 DU0695.and is referenced to NAD 83.
 DU0695
 DU0695.The geoid height was determined by GEOID03.
 DU0695
 DU0695.The dynamic height is computed by dividing the NAVD 88
 DU0695.geopotential number by the normal gravity value computed on the
 DU0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0695.degrees latitude (g = 980.6199 gals.).
 DU0695
 DU0695.The modeled gravity was interpolated from observed gravity values.
 DU0695.The observed gravity was obtained from relative gravimeter ties
 DU0695.to the IGSN71 gravity network.
 DU0695
 DU0695;                    North         East     Units Scale Factor Converg.
 DU0695;SPC AZ C     -   259,012.156   238,022.064   MT  0.99990750   +0 08 44.1
 DU0695;SPC AZ C     -   849,777.41    780,912.28   iFT  0.99990750   +0 08 44.1
 DU0695;UTM  12      - 3,688,694.625   439,348.692   MT  0.99964535   -0 21 29.4
 DU0695
 DU0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0695!SPC AZ C     -   0.99993904  x   0.99990750  =   0.99984655
 DU0695!UTM  12      -   0.99993904  x   0.99964535  =   0.99958441
 DU0695
 DU0695                          SUPERSEDED SURVEY CONTROL
 DU0695
 DU0695  NAD 83(1986)-  33 20 08.55540(N)    111 39 06.25115(W) AD(       ) B
 DU0695  ELLIP H (09/30/92)  388.37   (m)                       GP(       ) 2 1
 DU0695  NAD 83(1986)-  33 20 08.55540(N)    111 39 06.25115(W) AD(       ) 1
 DU0695  NGVD 29 (??/??/92)  417.791  (m)         1370.70   (f) ADJ UNCH    1 2
 DU0695
 DU0695.Superseded values are not recommended for survey control.
 DU0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0695.See file dsdata.txt to determine how the superseded data were derived.
 DU0695
 DU0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3934988695(NAD 83)
 DU0695_MARKER: DB = BENCH MARK DISK
 DU0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0695_SP_SET: CONCRETE POST
 DU0695_STAMPING: D 282 1948
 DU0695_MARK LOGO: CGS   
 DU0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0695+STABILITY: SURFACE MOTION
 DU0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0695+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 DU0695
 DU0695  HISTORY     - Date     Condition        Report By
 DU0695  HISTORY     - 1948     MONUMENTED       CGS
 DU0695  HISTORY     - 1967     GOOD             NGS
 DU0695  HISTORY     - 19840403 GOOD
 DU0695  HISTORY     - 19920111 GOOD             NGS
 DU0695  HISTORY     - 19920203 GOOD             NGS
 DU0695
 DU0695                          STATION DESCRIPTION
 DU0695
 DU0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0695'5.95 MI N FROM QUEEN CREEK.
 DU0695'ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0695'SCHOOL AT QUEEN CREEK, THENCE 0.95 MILE WEST ALONG WARNER ROAD, IN S
 DU0695'21, T 1 S, R 7 E, 0.35 MILE WEST OF A RANCH HOUSE, 0.35 MILE EAST OF A
 DU0695'SET OF STOCK PENS, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17
 DU0695'FEET SOUTHWEST OF POWER POLE NUMBER 70, 6 1/2 FEET SOUTH OF A FENCE,
 DU0695'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 DU0695'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0695
 DU0695                          STATION RECOVERY (1984)
 DU0695
 DU0695'RECOVERED 1984
 DU0695'RECOVERED IN GOOD CONDITION.
 DU0695
 DU0695                          STATION RECOVERY (1992)
 DU0695
 DU0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0695'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0695'IN QUEEN CREEK, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG WARNER ROAD,
 DU0695'10.8 M (35.4 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 4.7 M
 DU0695'(15.4 FT) SOUTHWEST OF A UTILITY POLE, 2.1 M (6.9 FT) SOUTH OF A
 DU0695'FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 DU0695'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU0695
 DU0695                          STATION RECOVERY (1992)
 DU0695
 DU0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0695'THE STATION IS LOCATED ABOUT 11.29 KM (7.02 MI)  NORTH OF QUEEN CREEK,
 DU0695'8.06 KM (5.01 MI) NORTH-NORTHWEST OF QUEEN CREEK SCHOOL, 1.5 KM
 DU0695'(0.9 MI) WEST OF THE JUNCTION OF ELLSWORTH ROAD AND WARNER ROAD, ON
 DU0695'THE SOUTH SIDE OF WARNER ROAD, INSIDE A PASTURE FENCELINE, IN S 21,
 DU0695'T1S, R7E.  OWNERSHIP-UNKNOWN.
 DU0695'TO REACH THE STATION FROM THE U.S. POST OFFICE IN QUEEN CREEK, GO
 DU0695'NORTH ON ELLSWORTH ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 DU0695'OCOTILLO ROAD.  CONTINUE NORTH ON ELLSWORTH ROAD FOR 0.8 KM (0.5 MI)
 DU0695'TO THE JUNCTION OF RITTENHOUSE ROAD.  CONTINUE NORTH ON ELLSWORTH ROAD
 DU0695'FOR 0.72 KM (0.45 MI) TO THE QUEEN CREEK SCHOOL ON THE RIGHT.
 DU0695'CONTINUE NORTH ON ELLLSWORTH ROAD FOR 8.06 KM (5.01 MI) TO THE
 DU0695'JUNCTION OF WARNER ROAD.  TURN LEFT, WEST, ON WARNER ROAD FOR 1.5 KM
 DU0695'(0.9 MI) TO THE STATION ON THE LEFT NEAR THE FIRST POWERLINE POLE
 DU0695'EAST OF A POWERLINE OVER THE ROAD.
 DU0695'THE STATION IS SET IN A CONCRETE POST PROJECTING 15-CM.  LOCATED 10.4
 DU0695'M (34.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 5.18 M (16.99 FT)
 DU0695'SOUTHWEST OF A POWERLINE POLE, 1.98 M (6.50 FT) SOUTH OF A FENCELINE,
 DU0695'0.61 M (2.00 FT) ABOVE THE LEVEL OF THE ROAD AND 0.31 M (1.02 FT)
 DU0695'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0524 ***********************************************************************
 DU0524  DESIGNATION -  D 283
 DU0524  PID         -  DU0524
 DU0524  STATE/COUNTY-  AZ/PINAL
 DU0524  USGS QUAD   -  FLORENCE (1981)
 DU0524
 DU0524                         *CURRENT SURVEY CONTROL
 DU0524  ___________________________________________________________________
 DU0524* NAD 83(1986)-  33 00 09.     (N)    111 23 52.     (W)     SCALED    
 DU0524* NAVD 88     -       465.257  (meters)    1526.43   (feet)  ADJUSTED  
 DU0524  ___________________________________________________________________
 DU0524  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0524  DYNAMIC HT  -         464.686 (meters)    1524.56  (feet)  COMP
 DU0524  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 DU0524
 DU0524  VERT ORDER  -  FIRST     CLASS II
 DU0524
 DU0524.The horizontal coordinates were scaled from a topographic map and have
 DU0524.an estimated accuracy of +/- 6 seconds.
 DU0524
 DU0524.The orthometric height was determined by differential leveling
 DU0524.and adjusted by the National Geodetic Survey in November 1993..
 DU0524
 DU0524.The geoid height was determined by GEOID03.
 DU0524
 DU0524.The dynamic height is computed by dividing the NAVD 88
 DU0524.geopotential number by the normal gravity value computed on the
 DU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0524.degrees latitude (g = 980.6199 gals.).
 DU0524
 DU0524.The modeled gravity was interpolated from observed gravity values.
 DU0524
 DU0524;                    North         East    Units  Estimated Accuracy
 DU0524;SPC AZ C     -   222,150.      261,850.      MT  (+/- 180 meters Scaled)
 DU0524
 DU0524                          SUPERSEDED SURVEY CONTROL
 DU0524
 DU0524  NGVD 29 (??/??/92)  464.678  (m)         1524.53   (f) ADJ UNCH    1 2
 DU0524
 DU0524.Superseded values are not recommended for survey control.
 DU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0524.See file dsdata.txt to determine how the superseded data were derived.
 DU0524
 DU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB628516(NAD 83)
 DU0524_MARKER: DB = BENCH MARK DISK
 DU0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0524_SP_SET: HEADWALL
 DU0524_STAMPING: D 283 1948
 DU0524_MARK LOGO: CGS   
 DU0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0524+STABILITY: SURFACE MOTION
 DU0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0524+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 DU0524
 DU0524  HISTORY     - Date     Condition        Report By
 DU0524  HISTORY     - 1948     MONUMENTED       CGS
 DU0524  HISTORY     - 1967     GOOD             NGS
 DU0524  HISTORY     - 19920104 GOOD             NGS
 DU0524
 DU0524                          STATION DESCRIPTION
 DU0524
 DU0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0524'2.8 MI SW FROM FLORENCE.
 DU0524'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0524'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD WHICH
 DU0524'PARALLELS THE FLORENCE CANAL, IN SECTION 11, T 5 S, R 9 E, 18 FEET
 DU0524'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 DU0524'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A CONCRETE
 DU0524'CULVERT UNDER THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 DU0524
 DU0524                          STATION RECOVERY (1992)
 DU0524
 DU0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0524'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0524'THE POST OFFICE IN FLORENCE, THENCE 2.8 KM (1.75 MI) SOUTHWESTERLY
 DU0524'ALONG CANAL ROAD, IN TOP OF AND 1.2 M (3.9 FT) NORTHEAST OF THE
 DU0524'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT, 5.5 M
 DU0524'(18.0 FT) NORTHWEST OF THE ROAD CENTER, AND 0.5 M (1.6 FT) BELOW THE
 DU0524'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0487 ***********************************************************************
 CZ0487  DESIGNATION -  D 284
 CZ0487  PID         -  CZ0487
 CZ0487  STATE/COUNTY-  AZ/PIMA
 CZ0487  USGS QUAD   -  MARANA (1992)
 CZ0487
 CZ0487                         *CURRENT SURVEY CONTROL
 CZ0487  ___________________________________________________________________
 CZ0487* NAD 83(1986)-  32 28 14.     (N)    111 13 37.     (W)     SCALED    
 CZ0487* NAVD 88     -       598.997  (meters)    1965.21   (feet)  ADJUSTED  
 CZ0487  ___________________________________________________________________
 CZ0487  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0487  DYNAMIC HT  -         598.209 (meters)    1962.62  (feet)  COMP
 CZ0487  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CZ0487
 CZ0487  VERT ORDER  -  FIRST     CLASS II
 CZ0487
 CZ0487.The horizontal coordinates were scaled from a topographic map and have
 CZ0487.an estimated accuracy of +/- 6 seconds.
 CZ0487
 CZ0487.The orthometric height was determined by differential leveling
 CZ0487.and adjusted by the National Geodetic Survey in June 1991..
 CZ0487
 CZ0487.The geoid height was determined by GEOID03.
 CZ0487
 CZ0487.The dynamic height is computed by dividing the NAVD 88
 CZ0487.geopotential number by the normal gravity value computed on the
 CZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0487.degrees latitude (g = 980.6199 gals.).
 CZ0487
 CZ0487.The modeled gravity was interpolated from observed gravity values.
 CZ0487
 CZ0487;                    North         East    Units  Estimated Accuracy
 CZ0487;SPC AZ C     -   163,250.      278,190.      MT  (+/- 180 meters Scaled)
 CZ0487
 CZ0487                          SUPERSEDED SURVEY CONTROL
 CZ0487
 CZ0487  NGVD 29 (??/??/92)  598.435  (m)         1963.37   (f) ADJ UNCH    1 2
 CZ0487
 CZ0487.Superseded values are not recommended for survey control.
 CZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0487.See file dsdata.txt to determine how the superseded data were derived.
 CZ0487
 CZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA786926(NAD 83)
 CZ0487_MARKER: DB = BENCH MARK DISK
 CZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0487_STAMPING: D 284 1949
 CZ0487_PROJECTION: PROJECTING 25 CENTIMETERS
 CZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0487+STABILITY: SURFACE MOTION
 CZ0487
 CZ0487  HISTORY     - Date     Condition        Report By
 CZ0487  HISTORY     - 1949     MONUMENTED       CGS
 CZ0487  HISTORY     - 1951     GOOD             NGS
 CZ0487  HISTORY     - 1960     GOOD             NGS
 CZ0487  HISTORY     - 1980     GOOD             NGS
 CZ0487  HISTORY     - 19960204 GOOD             USPSQD
 CZ0487
 CZ0487                          STATION DESCRIPTION
 CZ0487
 CZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0487'1.3 MI NW FROM MARANA.
 CZ0487'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0487'RAILROAD FROM THE POST OFFICE AT MARANA, ABOUT 6 POLES NORTHWEST OF
 CZ0487'MILE POLE NUMBER 961, 84 FEET NORTHEAST OF CENTER LINE OF THE
 CZ0487'NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, 50.7 FEET SOUTHWEST OF
 CZ0487'THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 6.7 FEET NORTHWEST OF A
 CZ0487'TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 CZ0487'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0487'0.8 FOOT ABOVE THE GROUND.
 CZ0487
 CZ0487                          STATION RECOVERY (1960)
 CZ0487
 CZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0487'RECOVERED IN GOOD CONDITION.
 CZ0487
 CZ0487                          STATION RECOVERY (1980)
 CZ0487
 CZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0487'37.3 KILOMETERS (23.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0487'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2
 CZ0487'MILE) NORTHWEST OF RAILROAD MILE POST 961, 15.4 METERS (50.5 FEET)
 CZ0487'SOUTHWEST OF THE SOUTHWEST RAIL, 25.6 METERS (84.0 FEET)
 CZ0487'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 2.0 METERS
 CZ0487'(6.6 FEET) NORTHWEST OF THE 8TH TELEPHONE POLE NORTHWEST OF MILE
 CZ0487'POST 961 AND IN LINE WITH POLES, 22.2 METERS (72.8 FEET) EAST
 CZ0487'OF THE NORTHEAST ONE OF A 2 POLE TELEGRAPH STRUCTURE.
 CZ0487'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CZ0487'THE MARK IS 1 M BELOW THE ROAD.
 CZ0487
 CZ0487                          STATION RECOVERY (1996)
 CZ0487
 CZ0487'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0296 ***********************************************************************
 DV0296  DESIGNATION -  D 285
 DV0296  PID         -  DV0296
 DV0296  STATE/COUNTY-  AZ/MARICOPA
 DV0296  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0296
 DV0296                         *CURRENT SURVEY CONTROL
 DV0296  ___________________________________________________________________
 DV0296* NAD 83(1986)-  33 00 07.     (N)    112 28 07.     (W)     SCALED    
 DV0296* NAVD 88     -       428.211  (meters)    1404.89   (feet)  ADJUSTED  
 DV0296  ___________________________________________________________________
 DV0296  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV0296  DYNAMIC HT  -         427.693 (meters)    1403.19  (feet)  COMP
 DV0296  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 DV0296
 DV0296  VERT ORDER  -  FIRST     CLASS II
 DV0296
 DV0296.The horizontal coordinates were scaled from a topographic map and have
 DV0296.an estimated accuracy of +/- 6 seconds.
 DV0296
 DV0296.The orthometric height was determined by differential leveling
 DV0296.and adjusted by the National Geodetic Survey in June 1991..
 DV0296
 DV0296.The geoid height was determined by GEOID03.
 DV0296
 DV0296.The dynamic height is computed by dividing the NAVD 88
 DV0296.geopotential number by the normal gravity value computed on the
 DV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0296.degrees latitude (g = 980.6199 gals.).
 DV0296
 DV0296.The modeled gravity was interpolated from observed gravity values.
 DV0296
 DV0296;                    North         East    Units  Estimated Accuracy
 DV0296;SPC AZ C     -   222,100.      161,790.      MT  (+/- 180 meters Scaled)
 DV0296
 DV0296                          SUPERSEDED SURVEY CONTROL
 DV0296
 DV0296  NGVD 29 (??/??/92)  427.567  (m)         1402.78   (f) ADJ UNCH    1 2
 DV0296
 DV0296.Superseded values are not recommended for survey control.
 DV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0296.See file dsdata.txt to determine how the superseded data were derived.
 DV0296
 DV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB628524(NAD 83)
 DV0296_MARKER: DB = BENCH MARK DISK
 DV0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0296_SP_SET: ABUTMENT
 DV0296_STAMPING: D 285 1949
 DV0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0296
 DV0296  HISTORY     - Date     Condition        Report By
 DV0296  HISTORY     - 1949     MONUMENTED       CGS
 DV0296  HISTORY     - 1967     GOOD             NGS
 DV0296  HISTORY     - 1980     GOOD             NGS
 DV0296  HISTORY     - 1980     GOOD             NGS
 DV0296  HISTORY     - 19941202 GOOD             USPSQD
 DV0296
 DV0296                          STATION DESCRIPTION
 DV0296
 DV0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0296'12.5 MI W FROM MOBILE.
 DV0296'ABOUT 12.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0296'ELEMENTARY SCHOOL AT MOBILE, 0.3 MILE WEST OF MILEPOST 872, 2
 DV0296'TELEPHONE POLES EAST OF A CURVE IN THE TRACK, 18 FEET NORTH OF THE
 DV0296'NORTH RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST
 DV0296'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 6, 0.8 FOOT SOUTH OF A
 DV0296'WOODEN RAILING, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 DV0296
 DV0296                          STATION RECOVERY (1980)
 DV0296
 DV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0296'NOTE--THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENT AND FOUNDATION
 DV0296'ARE STILL THERE AND THE MARK IS STABLE.
 DV0296
 DV0296                          STATION RECOVERY (1980)
 DV0296
 DV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0296'NOTE--THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENT AND FOUNDATION
 DV0296'ARE STILL THERE AND THE MARK IS STABLE.
 DV0296
 DV0296                          STATION RECOVERY (1994)
 DV0296
 DV0296'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0688 ***********************************************************************
 ET0688  DESIGNATION -  D 286
 ET0688  PID         -  ET0688
 ET0688  STATE/COUNTY-  AZ/MOHAVE
 ET0688  USGS QUAD   -  SIGNAL (1990)
 ET0688
 ET0688                         *CURRENT SURVEY CONTROL
 ET0688  ___________________________________________________________________
 ET0688* NAD 83(1986)-  34 28 02.     (N)    113 40 50.     (W)     SCALED    
 ET0688* NAVD 88     -       573.997  (meters)    1883.19   (feet)  POSTED    
 ET0688  ___________________________________________________________________
 ET0688  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ET0688  DYNAMIC HT  -         573.330 (meters)    1881.00  (feet)  COMP
 ET0688  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 ET0688
 ET0688  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0688
 ET0688.The horizontal coordinates were scaled from a topographic map and have
 ET0688.an estimated accuracy of +/- 6 seconds.
 ET0688
 ET0688.The orthometric height was determined by differential leveling
 ET0688.and adjusted by the National Geodetic Survey in November 2005..
 ET0688.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0688.rate of 0.0 thru 1.0 mm/km.
 ET0688
 ET0688.The geoid height was determined by GEOID03.
 ET0688
 ET0688.The dynamic height is computed by dividing the NAVD 88
 ET0688.geopotential number by the normal gravity value computed on the
 ET0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0688.degrees latitude (g = 980.6199 gals.).
 ET0688
 ET0688.The modeled gravity was interpolated from observed gravity values.
 ET0688
 ET0688;                    North         East    Units  Estimated Accuracy
 ET0688;SPC AZ W     -   384,490.      219,740.      MT  (+/- 180 meters Scaled)
 ET0688
 ET0688                          SUPERSEDED SURVEY CONTROL
 ET0688
 ET0688  NGVD 29 (??/??/92)  573.288  (m)         1880.86   (f) ADJ UNCH    1 2
 ET0688
 ET0688.Superseded values are not recommended for survey control.
 ET0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0688.See file dsdata.txt to determine how the superseded data were derived.
 ET0688
 ET0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD537172(NAD 83)
 ET0688_MARKER: DB = BENCH MARK DISK
 ET0688_SETTING: 66 = SET IN ROCK OUTCROP
 ET0688_SP_SET: GRANITE BOULDER
 ET0688_STAMPING: D 286 1950
 ET0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0688+STABILITY: POSITION/ELEVATION WELL
 ET0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0688+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0688
 ET0688  HISTORY     - Date     Condition        Report By
 ET0688  HISTORY     - 1950     MONUMENTED       CGS
 ET0688  HISTORY     - 20010122 GOOD             AZ-015
 ET0688
 ET0688                          STATION DESCRIPTION
 ET0688
 ET0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0688'3.0 MI SW FROM SIGNAL.
 ET0688'3.0 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0688'FROM THE CROSSROAD INTERSECTION AT SIGNAL, ON THE SOUTHEAST BANK OF
 ET0688'RUPLEY WASH, IN THE TOP OF THE NORTHWEST SIDE OF THE LOWER HALF OF A
 ET0688'SPLIT GRANITE BOULDER, 199 FEET SOUTH OF THE SOUTHEAST ONE OF TWIN
 ET0688'POWER LINE POLES, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15
 ET0688'FEET SOUTHEAST OF A 20-INCH CATCLAW TREE, ABOUT 3 FEET HIGHER THAN THE
 ET0688'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0688
 ET0688                          STATION RECOVERY (2001)
 ET0688
 ET0688'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0734 ***********************************************************************
 ET0734  DESIGNATION -  D 287
 ET0734  PID         -  ET0734
 ET0734  STATE/COUNTY-  AZ/MOHAVE
 ET0734  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0734
 ET0734                         *CURRENT SURVEY CONTROL
 ET0734  ___________________________________________________________________
 ET0734* NAD 83(1986)-  34 37 21.     (N)    113 30 57.     (W)     SCALED    
 ET0734* NAVD 88     -       702.938  (meters)    2306.22   (feet)  POSTED    
 ET0734  ___________________________________________________________________
 ET0734  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET0734  DYNAMIC HT  -         702.110 (meters)    2303.51  (feet)  COMP
 ET0734  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 ET0734
 ET0734  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0734
 ET0734.The horizontal coordinates were scaled from a topographic map and have
 ET0734.an estimated accuracy of +/- 6 seconds.
 ET0734
 ET0734.The orthometric height was determined by differential leveling
 ET0734.and adjusted by the National Geodetic Survey in November 2005..
 ET0734.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0734.rate of 2.1 thru 3.0 mm/km.
 ET0734
 ET0734.The geoid height was determined by GEOID03.
 ET0734
 ET0734.The dynamic height is computed by dividing the NAVD 88
 ET0734.geopotential number by the normal gravity value computed on the
 ET0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0734.degrees latitude (g = 980.6199 gals.).
 ET0734
 ET0734.The modeled gravity was interpolated from observed gravity values.
 ET0734
 ET0734;                    North         East    Units  Estimated Accuracy
 ET0734;SPC AZ W     -   401,740.      234,830.      MT  (+/- 180 meters Scaled)
 ET0734
 ET0734                          SUPERSEDED SURVEY CONTROL
 ET0734
 ET0734  NGVD 29 (??/??/92)  702.219  (m)         2303.86   (f) ADJ UNCH    1 2
 ET0734
 ET0734.Superseded values are not recommended for survey control.
 ET0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0734.See file dsdata.txt to determine how the superseded data were derived.
 ET0734
 ET0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD693340(NAD 83)
 ET0734_MARKER: DB = BENCH MARK DISK
 ET0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0734_STAMPING: D 287 1950
 ET0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0734+STABILITY: SURFACE MOTION
 ET0734
 ET0734  HISTORY     - Date     Condition        Report By
 ET0734  HISTORY     - 1950     MONUMENTED       CGS
 ET0734
 ET0734                          STATION DESCRIPTION
 ET0734
 ET0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0734'8.7 MI S FROM WIKIEUP.
 ET0734'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0734'WIKIEUP, THENCE 1.3 MILES EAST ALONG A COUNTY DIRT ROAD, 0.6 MILE
 ET0734'NORTHWEST OF A CATTLE GUARD, 106 FEET WEST OF THE FOOT OF A GRADE, 66
 ET0734'FEET NORTHWEST OF AND ACROSS THE ROAD FROM AN 8-INCH SAGUARO CACTUS,
 ET0734'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A
 ET0734'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 ET0734'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0465 ***********************************************************************
 ET0465  DESIGNATION -  D 288
 ET0465  PID         -  ET0465
 ET0465  STATE/COUNTY-  AZ/YAVAPAI
 ET0465  USGS QUAD   -  IRON SPRINGS (1979)
 ET0465
 ET0465                         *CURRENT SURVEY CONTROL
 ET0465  ___________________________________________________________________
 ET0465* NAD 83(1986)-  34 34 57.     (N)    112 33 04.     (W)     SCALED    
 ET0465* NAVD 88     -      1819.164  (meters)    5968.37   (feet)  POSTED    
 ET0465  ___________________________________________________________________
 ET0465  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0465  DYNAMIC HT  -        1816.660 (meters)    5960.16  (feet)  COMP
 ET0465  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 ET0465
 ET0465  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0465
 ET0465.The horizontal coordinates were scaled from a topographic map and have
 ET0465.an estimated accuracy of +/- 6 seconds.
 ET0465
 ET0465.The orthometric height was determined by differential leveling
 ET0465.and adjusted by the National Geodetic Survey in November 2005..
 ET0465.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0465.rate of 2.1 thru 3.0 mm/km.
 ET0465
 ET0465.The geoid height was determined by GEOID03.
 ET0465
 ET0465.The dynamic height is computed by dividing the NAVD 88
 ET0465.geopotential number by the normal gravity value computed on the
 ET0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0465.degrees latitude (g = 980.6199 gals.).
 ET0465
 ET0465.The modeled gravity was interpolated from observed gravity values.
 ET0465
 ET0465;                    North         East    Units  Estimated Accuracy
 ET0465;SPC AZ C     -   397,450.      155,160.      MT  (+/- 180 meters Scaled)
 ET0465
 ET0465                          SUPERSEDED SURVEY CONTROL
 ET0465
 ET0465  NGVD 29 (??/??/92) 1818.290  (m)         5965.51   (f) ADJ UNCH    1 2
 ET0465
 ET0465.Superseded values are not recommended for survey control.
 ET0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0465.See file dsdata.txt to determine how the superseded data were derived.
 ET0465
 ET0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD577278(NAD 83)
 ET0465_MARKER: DB = BENCH MARK DISK
 ET0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0465_STAMPING: D 288 1950
 ET0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0465+STABILITY: SURFACE MOTION
 ET0465
 ET0465  HISTORY     - Date     Condition        Report By
 ET0465  HISTORY     - 1950     MONUMENTED       CGS
 ET0465  HISTORY     - 1974     GOOD             USGS
 ET0465  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0465  HISTORY     - 20031111 MARK NOT FOUND   NGS
 ET0465
 ET0465                          STATION DESCRIPTION
 ET0465
 ET0465'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0465'2.6 MI E FROM IRON SPRINGS.
 ET0465'2.6 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0465'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, NEAR THE WEST END OF
 ET0465'A DIRT CUT, 40 FT NORTHWEST OF THE SOUTHWEST CORNER OF A FORMER MOTOR
 ET0465'SCOOTER DERAILING PLATFORM, 30 FT. NORTH OF RR GRADE, SET IN TOP OF A
 ET0465'CONCRETE POST PROJECTING 0.5 FT. AND 2.5 FT BELOW RR GRADE.
 ET0465
 ET0465                          STATION RECOVERY (1997)
 ET0465
 ET0465'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0465'MARK NOT FOUND.
 ET0465
 ET0465                          STATION RECOVERY (2003)
 ET0465
 ET0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0465'RR AND PLATFORM HAVE BEEN REMOVED AND AREA HAS HEAVY BRUSH COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0594 ***********************************************************************
 ET0594  DESIGNATION -  D 289
 ET0594  PID         -  ET0594
 ET0594  STATE/COUNTY-  AZ/YAVAPAI
 ET0594  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0594
 ET0594                         *CURRENT SURVEY CONTROL
 ET0594  ___________________________________________________________________
 ET0594* NAD 83(1986)-  34 30 11.     (N)    113 18 00.     (W)     SCALED    
 ET0594* NAVD 88     -       996.928  (meters)    3270.75   (feet)  POSTED    
 ET0594  ___________________________________________________________________
 ET0594  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0594  DYNAMIC HT  -         995.710 (meters)    3266.76  (feet)  COMP
 ET0594  MODELED GRAV-     979,382.6   (mgal)                       NAVD 88
 ET0594
 ET0594  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0594
 ET0594.The horizontal coordinates were scaled from a topographic map and have
 ET0594.an estimated accuracy of +/- 6 seconds.
 ET0594
 ET0594.The orthometric height was determined by differential leveling
 ET0594.and adjusted by the National Geodetic Survey in November 2005..
 ET0594
 ET0594.The geoid height was determined by GEOID03.
 ET0594
 ET0594.The dynamic height is computed by dividing the NAVD 88
 ET0594.geopotential number by the normal gravity value computed on the
 ET0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0594.degrees latitude (g = 980.6199 gals.).
 ET0594
 ET0594.The modeled gravity was interpolated from observed gravity values.
 ET0594
 ET0594;                    North         East    Units  Estimated Accuracy
 ET0594;SPC AZ C     -   389,320.       86,330.      MT  (+/- 180 meters Scaled)
 ET0594
 ET0594                          SUPERSEDED SURVEY CONTROL
 ET0594
 ET0594  NGVD 29 (??/??/92)  996.203  (m)         3268.38   (f) ADJ UNCH    1 2
 ET0594
 ET0594.Superseded values are not recommended for survey control.
 ET0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0594.See file dsdata.txt to determine how the superseded data were derived.
 ET0594
 ET0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD888203(NAD 83)
 ET0594_MARKER: DB = BENCH MARK DISK
 ET0594_SETTING: 80 = SET IN A BOULDER
 ET0594_SP_SET: GRANITE BOULDER
 ET0594_STAMPING: D 289 1950
 ET0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0594+STABILITY: SURFACE MOTION
 ET0594
 ET0594  HISTORY     - Date     Condition        Report By
 ET0594  HISTORY     - 1950     MONUMENTED       CGS
 ET0594
 ET0594                          STATION DESCRIPTION
 ET0594
 ET0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0594'21.5 MI SW FROM BAGDAD.
 ET0594'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0594'AT BAGDAD, THENCE 14.7 MILES WEST ALONG A COUNTY DIRT ROAD, ON THE
 ET0594'INSIDE OF A CURVE, IN THE TOP OF THE WEST END OF A GRANITE BOULDER, 16
 ET0594'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.6 FEET SOUTH OF A LARGER
 ET0594'MORE PROMINENT GRANITE BOULDER, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 ET0594'MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0288 ***********************************************************************
 ES0288  DESIGNATION -  D 29
 ES0288  PID         -  ES0288
 ES0288  STATE/COUNTY-  AZ/GILA
 ES0288  USGS QUAD   -  PAYSON NORTH (1973)
 ES0288
 ES0288                         *CURRENT SURVEY CONTROL
 ES0288  ___________________________________________________________________
 ES0288* NAD 83(1986)-  34 17 19.     (N)    111 20 37.     (W)     SCALED    
 ES0288* NAVD 88     -      1482.427  (meters)    4863.60   (feet)  ADJUSTED  
 ES0288  ___________________________________________________________________
 ES0288  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 ES0288  DYNAMIC HT  -        1480.400 (meters)    4856.95  (feet)  COMP
 ES0288  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 ES0288
 ES0288  VERT ORDER  -  FIRST     CLASS II
 ES0288
 ES0288.The horizontal coordinates were scaled from a topographic map and have
 ES0288.an estimated accuracy of +/- 6 seconds.
 ES0288
 ES0288.The orthometric height was determined by differential leveling
 ES0288.and adjusted by the National Geodetic Survey in June 1991..
 ES0288
 ES0288.The geoid height was determined by GEOID03.
 ES0288
 ES0288.The dynamic height is computed by dividing the NAVD 88
 ES0288.geopotential number by the normal gravity value computed on the
 ES0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0288.degrees latitude (g = 980.6199 gals.).
 ES0288
 ES0288.The modeled gravity was interpolated from observed gravity values.
 ES0288
 ES0288;                    North         East    Units  Estimated Accuracy
 ES0288;SPC AZ E     -   365,290.      105,010.      MT  (+/- 180 meters Scaled)
 ES0288
 ES0288                          SUPERSEDED SURVEY CONTROL
 ES0288
 ES0288.No superseded survey control is available for this station.
 ES0288
 ES0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC683942(NAD 83)
 ES0288_MARKER: DB = BENCH MARK DISK
 ES0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0288_STAMPING: 4861.175 D 29 1933
 ES0288_MARK LOGO: CGS   
 ES0288_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0288+STABILITY: SURFACE MOTION
 ES0288
 ES0288  HISTORY     - Date     Condition        Report By
 ES0288  HISTORY     - 1933     MONUMENTED       CGS
 ES0288  HISTORY     - 1973     GOOD             USGS
 ES0288  HISTORY     - 1982     GOOD             NGS
 ES0288
 ES0288                          STATION DESCRIPTION
 ES0288
 ES0288'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0288'5.3 MI NW FROM PAYSON.
 ES0288'FROM THE POST OFFICE IN PAYSON, 0.6 MI. EAST ON MAIN STREET.  THENCE
 ES0288'NORTH ON STATE HIGHWAY 57 FOR 4.7 MILES TO TOP OF GRADE, 140 FEET
 ES0288'SOUTHWEST OF THE HIGHWAY.  A STANDARD DISK STAMPED 4861.175 D 29 1933
 ES0288'AND SET IN A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ES0288
 ES0288                          STATION RECOVERY (1982)
 ES0288
 ES0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0288'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0288'7.4 KM (4.6 MI) NORTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0288'PAYSON, AT A TURN OUT AND A ROAD LEADING SOUTHWEST TO MINE AND AT THE
 ES0288'SUMMIT OF A GRADE, 7.3 METERS (24 FT) SOUTHEAST OF THE CENTER OF MINE
 ES0288'ROAD, 45.7 METERS (150 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6
 ES0288'METERS (48 FT) SOUTHWEST OF THE SOUTH END OF A GATE.
 ES0288'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0288'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0367 ***********************************************************************
 ET0367  DESIGNATION -  D 290
 ET0367  PID         -  ET0367
 ET0367  STATE/COUNTY-  AZ/YAVAPAI
 ET0367  USGS QUAD   -  HILLSIDE (1969)
 ET0367
 ET0367                         *CURRENT SURVEY CONTROL
 ET0367  ___________________________________________________________________
 ET0367* NAD 83(1986)-  34 26 45.     (N)    112 57 26.     (W)     SCALED    
 ET0367* NAVD 88     -      1170.220  (meters)    3839.30   (feet)  POSTED    
 ET0367  ___________________________________________________________________
 ET0367  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 ET0367  DYNAMIC HT  -        1168.750 (meters)    3834.47  (feet)  COMP
 ET0367  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 ET0367
 ET0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0367
 ET0367.The horizontal coordinates were scaled from a topographic map and have
 ET0367.an estimated accuracy of +/- 6 seconds.
 ET0367
 ET0367.The orthometric height was determined by differential leveling
 ET0367.and adjusted by the National Geodetic Survey in November 2005..
 ET0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0367.rate of 0.0 thru 1.0 mm/km.
 ET0367
 ET0367.The geoid height was determined by GEOID03.
 ET0367
 ET0367.The dynamic height is computed by dividing the NAVD 88
 ET0367.geopotential number by the normal gravity value computed on the
 ET0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0367.degrees latitude (g = 980.6199 gals.).
 ET0367
 ET0367.The modeled gravity was interpolated from observed gravity values.
 ET0367
 ET0367;                    North         East    Units  Estimated Accuracy
 ET0367;SPC AZ C     -   382,600.      117,740.      MT  (+/- 180 meters Scaled)
 ET0367
 ET0367                          SUPERSEDED SURVEY CONTROL
 ET0367
 ET0367  NGVD 29 (??/??/92) 1169.478  (m)         3836.86   (f) ADJ UNCH    1 2
 ET0367
 ET0367.Superseded values are not recommended for survey control.
 ET0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0367.See file dsdata.txt to determine how the superseded data were derived.
 ET0367
 ET0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD201133(NAD 83)
 ET0367_MARKER: DB = BENCH MARK DISK
 ET0367_SETTING: 66 = SET IN ROCK OUTCROP
 ET0367_SP_SET: GRANITE OUTCROP
 ET0367_STAMPING: D 290 1950
 ET0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0367+STABILITY: POSITION/ELEVATION WELL
 ET0367
 ET0367  HISTORY     - Date     Condition        Report By
 ET0367  HISTORY     - 1950     MONUMENTED       CGS
 ET0367
 ET0367                          STATION DESCRIPTION
 ET0367
 ET0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0367'3.6 MI NW FROM HILLSIDE.
 ET0367'3.6 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0367'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 0.2 MILE EAST OF AN
 ET0367'OLD ABANDONED DIRT ROAD CROSSING, ALONG THE SOUTH EDGE OF A ROCKY
 ET0367'RIDGE, IN THE TOP OF A DECOMPOSED GRANITE OUTCROP, 57 FEET NORTH OF
 ET0367'THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET HIGHER THAN THE HIGHWAY,
 ET0367'AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0733 ***********************************************************************
 CZ0733  DESIGNATION -  D 291
 CZ0733  PID         -  CZ0733
 CZ0733  STATE/COUNTY-  AZ/PIMA
 CZ0733  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0733
 CZ0733                         *CURRENT SURVEY CONTROL
 CZ0733  ___________________________________________________________________
 CZ0733* NAD 83(1986)-  32 12 57.     (N)    111 07 48.     (W)     SCALED    
 CZ0733* NAVD 88     -       806.60   (+/-2cm)    2646.3    (feet)  VERTCON   
 CZ0733  ___________________________________________________________________
 CZ0733  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0733
 CZ0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0733
 CZ0733.The horizontal coordinates were scaled from a topographic map and have
 CZ0733.an estimated accuracy of +/- 6 seconds.
 CZ0733
 CZ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0733.The vertical order pertains to the NGVD 29 superseded value.
 CZ0733
 CZ0733.The geoid height was determined by GEOID03.
 CZ0733
 CZ0733;                    North         East    Units  Estimated Accuracy
 CZ0733;SPC AZ C     -   135,070.      287,510.      MT  (+/- 180 meters Scaled)
 CZ0733
 CZ0733                          SUPERSEDED SURVEY CONTROL
 CZ0733
 CZ0733  NGVD 29 (??/??/92)  805.907  (m)         2644.05   (f) ADJ UNCH    2 0
 CZ0733
 CZ0733.Superseded values are not recommended for survey control.
 CZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0733.See file dsdata.txt to determine how the superseded data were derived.
 CZ0733
 CZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA877643(NAD 83)
 CZ0733_MARKER: DB = BENCH MARK DISK
 CZ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0733_STAMPING: D 291 1951
 CZ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0733+STABILITY: SURFACE MOTION
 CZ0733
 CZ0733  HISTORY     - Date     Condition        Report By
 CZ0733  HISTORY     - 1951     MONUMENTED       CGS
 CZ0733  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0733  HISTORY     - 20010930 GOOD             INDIV
 CZ0733
 CZ0733                          STATION DESCRIPTION
 CZ0733
 CZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0733'11.1 MI W FROM TUCSON.
 CZ0733'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0733'HIGHWAY 86 (AJO-TUCSON), THENCE 4.9 MILES NORTHWEST ALONG THE KINNEY
 CZ0733'ROAD, 0.15 MILE SOUTHEAST OF THE ENTRANCE TO OLD TUCSON ON THE
 CZ0733'NORTHWEST BANK OF A LARGE WASH, 154 FEET NORTHEAST OF THE CENTER LINE
 CZ0733'OF THE ROAD, 3.2 FEET SOUTHEAST OF A WITNESS POST, 1.7 FEET SOUTHWEST
 CZ0733'OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CZ0733'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0733
 CZ0733                          STATION RECOVERY (1995)
 CZ0733
 CZ0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0733'MARK NOT FOUND.
 CZ0733
 CZ0733                          STATION RECOVERY (2001)
 CZ0733
 CZ0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0733'SITE DESCRIPTION OUT OF DATE.  MARKER ALONG SE EDGE OF MAIN PARKING
 CZ0733'LOT FOR OLD TUCSON.  44 FT SW OF WASH CROSSING, 245 FT AT 159 DEG FROM
 CZ0733'MAIN ENTRANCE TO OLD TUCSON.  410 FT AT 089 DEG. FROM MAIN PARKING LOT
 CZ0733'ENTRANCE OFF KINNEY ROAD.  MEAS GPS COORDS, N32 12 57.4, W111 07 48.9,
 CZ0733'ELEV 2653 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0406 ***********************************************************************
 CZ0406  DESIGNATION -  D 292
 CZ0406  PID         -  CZ0406
 CZ0406  STATE/COUNTY-  AZ/PINAL
 CZ0406  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0406
 CZ0406                         *CURRENT SURVEY CONTROL
 CZ0406  ___________________________________________________________________
 CZ0406* NAD 83(1986)-  32 30 27.     (N)    111 29 07.     (W)     SCALED    
 CZ0406* NAVD 88     -       612.16   (+/-2cm)    2008.4    (feet)  VERTCON   
 CZ0406  ___________________________________________________________________
 CZ0406  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0406
 CZ0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0406
 CZ0406.The horizontal coordinates were scaled from a topographic map and have
 CZ0406.an estimated accuracy of +/- 6 seconds.
 CZ0406
 CZ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0406.The vertical order pertains to the NGVD 29 superseded value.
 CZ0406
 CZ0406.The geoid height was determined by GEOID03.
 CZ0406
 CZ0406;                    North         East    Units  Estimated Accuracy
 CZ0406;SPC AZ C     -   167,220.      253,890.      MT  (+/- 180 meters Scaled)
 CZ0406
 CZ0406                          SUPERSEDED SURVEY CONTROL
 CZ0406
 CZ0406  NGVD 29 (??/??/92)  611.637  (m)         2006.68   (f) ADJ UNCH    2 0
 CZ0406
 CZ0406.Superseded values are not recommended for survey control.
 CZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0406.See file dsdata.txt to determine how the superseded data were derived.
 CZ0406
 CZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA544967(NAD 83)
 CZ0406_MARKER: DB = BENCH MARK DISK
 CZ0406_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0406_SP_SET: GRANITE OUTCROP
 CZ0406_STAMPING: D 292 1951
 CZ0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0406+STABILITY: POSITION/ELEVATION WELL
 CZ0406
 CZ0406  HISTORY     - Date     Condition        Report By
 CZ0406  HISTORY     - 1951     MONUMENTED       CGS
 CZ0406  HISTORY     - 1977     GOOD             USGS
 CZ0406
 CZ0406                          STATION DESCRIPTION
 CZ0406
 CZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0406'10.8 MI W FROM RED ROCK.
 CZ0406'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0406'RAILROAD STATION AT RED ROCK, THENCE 10.6 MILES WEST AND SOUTHWEST
 CZ0406'ALONG A GRADED ROAD, ABOUT 205 YARDS SOUTH ALONG A SANDY 25 FEET WIDE
 CZ0406'WASH FROM A POINT WHERE WASH CROSSES THE ROAD, ON THE SLOPE OF A
 CZ0406'GRANITE COVERED HILL, IN THE TOP OF A 3 BY 4 FEET GRANITE OUTCROP
 CZ0406'PROJECTING 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 325 FEET SOUTHEAST
 CZ0406'OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST OF THE APPROXIMATE
 CZ0406'CENTER OF THE WASH, AND ABOUT LEVEL WITH THE ROAD.
 CZ0406
 CZ0406                          STATION RECOVERY (1977)
 CZ0406
 CZ0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0406'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0406'STATION AT RED ROCK, THENCE 10.6 MI SW. ALONG SASCO RD. 600 FT SW. OF
 CZ0406'WASH CROSSING RD., 300 FT SE. OF CENTERLINE OF RD., AT NORTH END OF
 CZ0406'POINT OF RIDGE, 50 FT SE. OF WASH. IN TOP OF 3 X 4-FT GRANITE OUTCROP
 CZ0406'PROJECTING 1.5 FT, ABOUT LEVEL WITH RD. NGS DISK STAMPED D 292 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0586 ***********************************************************************
 CZ0586  DESIGNATION -  D 294
 CZ0586  PID         -  CZ0586
 CZ0586  STATE/COUNTY-  AZ/PIMA
 CZ0586  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0586
 CZ0586                         *CURRENT SURVEY CONTROL
 CZ0586  ___________________________________________________________________
 CZ0586* NAD 83(1986)-  32 29 23.     (N)    111 20 18.     (W)     SCALED    
 CZ0586* NAVD 88     -       573.30   (+/-2cm)    1880.9    (feet)  VERTCON   
 CZ0586  ___________________________________________________________________
 CZ0586  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0586
 CZ0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0586
 CZ0586.The horizontal coordinates were scaled from a topographic map and have
 CZ0586.an estimated accuracy of +/- 6 seconds.
 CZ0586
 CZ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0586.The vertical order pertains to the NGVD 29 superseded value.
 CZ0586
 CZ0586.The geoid height was determined by GEOID03.
 CZ0586
 CZ0586;                    North         East    Units  Estimated Accuracy
 CZ0586;SPC AZ C     -   165,320.      267,710.      MT  (+/- 180 meters Scaled)
 CZ0586
 CZ0586                          SUPERSEDED SURVEY CONTROL
 CZ0586
 CZ0586  NGVD 29 (??/??/92)  572.817  (m)         1879.32   (f) ADJ UNCH    2 0
 CZ0586
 CZ0586.Superseded values are not recommended for survey control.
 CZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0586.See file dsdata.txt to determine how the superseded data were derived.
 CZ0586
 CZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682947(NAD 83)
 CZ0586_MARKER: DB = BENCH MARK DISK
 CZ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0586_STAMPING: D 294 1951
 CZ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0586+STABILITY: SURFACE MOTION
 CZ0586
 CZ0586  HISTORY     - Date     Condition        Report By
 CZ0586  HISTORY     - 1951     MONUMENTED       CGS
 CZ0586  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0586
 CZ0586                          STATION DESCRIPTION
 CZ0586
 CZ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0586'5.35 MI W FROM MARANA AIR BASE.
 CZ0586'0.1 MILE NORTHEAST ALONG THE STREET FROM THE NORTHWEST SIDE OF THE
 CZ0586'CONTROL TOWER AT MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILES
 CZ0586'NORTHWEST AND WEST ALONG THE STREET LEADING TO THE SEWAGE DISPOSAL
 CZ0586'PLANT AND A LOCKED GATE ON THE SOUTH SIDE OF THE PLANT, GO THRU THE
 CZ0586'GATE 0.1 MILE TO A ROAD LEADING SOUTH, THENCE 1.45 MILES SOUTH AND
 CZ0586'WEST TO A T JUNCTION THENCE 1.05 MILE SOUTHEAST TO A WOODEN GATE, THRU
 CZ0586'WOODEN GATE 0.75 MILE SOUTH, AND ABOUT 0.1 MILE SOUTH OF THE CENTER OF
 CZ0586'THE COTTON GROWERS CAMP, 22 1/2 FEET WEST OF THE CENTER LINE OF THE
 CZ0586'ROAD, 2.6 FEET NORTH OF A POWER LINE POLE, 0.9 FOOT EAST OF A
 CZ0586'NORTH-SOUTH FENCE LINE, 2.5 FEET SOUTH OF THE WITNESS POST, AND ABOUT
 CZ0586'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0586'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0586
 CZ0586                          STATION RECOVERY (1985)
 CZ0586
 CZ0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0718 ***********************************************************************
 CZ0718  DESIGNATION -  D 295
 CZ0718  PID         -  CZ0718
 CZ0718  STATE/COUNTY-  AZ/PIMA
 CZ0718  USGS QUAD   -  AVRA (1992)
 CZ0718
 CZ0718                         *CURRENT SURVEY CONTROL
 CZ0718  ___________________________________________________________________
 CZ0718* NAD 83(1986)-  32 17 40.     (N)    111 11 42.     (W)     SCALED    
 CZ0718* NAVD 88     -       782.07   (+/-2cm)    2565.8    (feet)  VERTCON   
 CZ0718  ___________________________________________________________________
 CZ0718  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0718
 CZ0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0718
 CZ0718.The horizontal coordinates were scaled from a topographic map and have
 CZ0718.an estimated accuracy of +/- 6 seconds.
 CZ0718
 CZ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0718.The vertical order pertains to the NGVD 29 superseded value.
 CZ0718
 CZ0718.The geoid height was determined by GEOID03.
 CZ0718
 CZ0718;                    North         East    Units  Estimated Accuracy
 CZ0718;SPC AZ C     -   143,740.      281,330.      MT  (+/- 180 meters Scaled)
 CZ0718
 CZ0718                          SUPERSEDED SURVEY CONTROL
 CZ0718
 CZ0718  NGVD 29 (??/??/92)  781.411  (m)         2563.68   (f) ADJ UNCH    2 0
 CZ0718
 CZ0718.Superseded values are not recommended for survey control.
 CZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0718.See file dsdata.txt to determine how the superseded data were derived.
 CZ0718
 CZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA816730(NAD 83)
 CZ0718_MARKER: DB = BENCH MARK DISK
 CZ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0718_STAMPING: D 295 1951
 CZ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0718+STABILITY: SURFACE MOTION
 CZ0718
 CZ0718  HISTORY     - Date     Condition        Report By
 CZ0718  HISTORY     - 1951     MONUMENTED       CGS
 CZ0718  HISTORY     - 1967     GOOD             USGS
 CZ0718
 CZ0718                          STATION DESCRIPTION
 CZ0718
 CZ0718'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0718'10.3 MI SW FROM CORTARO.
 CZ0718'1.75 MILES SOUTHWEST ALONG CORTARO ROAD, FROM POST OFFICE AT CORTARO,
 CZ0718'THENCE 7.05 MILES SOUTHWEST ALONG KINNEY ROAD, THEN 1.5 MILES
 CZ0718'NORTHWEST ALONG AN ABANDONED ROAD, 30 FEET NORTH OF THE CENTERLINE OF
 CZ0718'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ0718'POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0814 ***********************************************************************
 CZ0814  DESIGNATION -  D 296
 CZ0814  PID         -  CZ0814
 CZ0814  STATE/COUNTY-  AZ/PIMA
 CZ0814  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0814
 CZ0814                         *CURRENT SURVEY CONTROL
 CZ0814  ___________________________________________________________________
 CZ0814* NAD 83(1992)-  32 07 46.89350(N)    111 10 59.94071(W)     ADJUSTED  
 CZ0814* NAVD 88     -       739.86   (+/-2cm)    2427.4    (feet)  VERTCON   
 CZ0814  ___________________________________________________________________
 CZ0814  X           -  -1,953,845.096 (meters)                     COMP
 CZ0814  Y           -  -5,041,667.054 (meters)                     COMP
 CZ0814  Z           -   3,372,996.533 (meters)                     COMP
 CZ0814  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CZ0814  ELLIP HEIGHT-         710.10  (meters)          (06/11/02) GPS OBS
 CZ0814  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0814
 CZ0814  HORZ ORDER  -  FIRST
 CZ0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0814  ELLP ORDER  -  FOURTH    CLASS II
 CZ0814
 CZ0814.The horizontal coordinates were established by GPS observations
 CZ0814.and adjusted by the National Geodetic Survey in August 1993..
 CZ0814
 CZ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0814.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0814.derived orthometric height which differed from the leveled height by
 CZ0814.more than one decimeter (0.1 meter).
 CZ0814.The vertical order pertains to the NGVD 29 superseded value.
 CZ0814
 CZ0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0814
 CZ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0814
 CZ0814.The ellipsoidal height was determined by GPS observations
 CZ0814.and is referenced to NAD 83.
 CZ0814
 CZ0814.The geoid height was determined by GEOID03.
 CZ0814
 CZ0814;                    North         East     Units Scale Factor Converg.
 CZ0814;SPC AZ C     -   125,482.447   282,552.714   MT  0.99995902   +0 23 24.1
 CZ0814;SPC AZ C     -   411,687.82    927,010.22   iFT  0.99995902   +0 23 24.1
 CZ0814;UTM  12      - 3,554,826.002   482,709.147   MT  0.99960369   -0 05 51.0
 CZ0814
 CZ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0814!SPC AZ C     -   0.99988852  x   0.99995902  =   0.99984754
 CZ0814!UTM  12      -   0.99988852  x   0.99960369  =   0.99949225
 CZ0814
 CZ0814                          SUPERSEDED SURVEY CONTROL
 CZ0814
 CZ0814  ELLIP H (08/23/93)  710.17   (m)                       GP(       ) 4 2
 CZ0814  NAD 83(1986)-  32 07 46.88850(N)    111 10 59.94009(W) AD(       ) 1
 CZ0814  NGVD 29 (??/??/92)  739.175  (m)         2425.11   (f) ADJ UNCH    2 0
 CZ0814
 CZ0814.Superseded values are not recommended for survey control.
 CZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0814.See file dsdata.txt to determine how the superseded data were derived.
 CZ0814
 CZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8270954826(NAD 83)
 CZ0814_MARKER: DB = BENCH MARK DISK
 CZ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0814_STAMPING: D 296 1951
 CZ0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0814+STABILITY: SURFACE MOTION
 CZ0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0814+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ0814
 CZ0814  HISTORY     - Date     Condition        Report By
 CZ0814  HISTORY     - 1951     MONUMENTED       CGS
 CZ0814  HISTORY     - 1979     GOOD             LOCSUR
 CZ0814  HISTORY     - 1987     GOOD             NGS
 CZ0814  HISTORY     - 19950107 GOOD             USPSQD
 CZ0814  HISTORY     - 19990130 GOOD             USPSQD
 CZ0814  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 CZ0814
 CZ0814                          STATION DESCRIPTION
 CZ0814
 CZ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0814'13.6 MI SW FROM TUCSON.
 CZ0814'13.6 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0814'STATE HIGHWAY 86, 0.9 MILE SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0814'AIRPORT, AT A T JUNCTION OF A ROAD LEADING NORTH, 50 FEET SOUTHEAST OF
 CZ0814'THE CENTER OF A T JUNCTION OF A SANDY DIRT ROAD LEADING NORTH, 47 FEET
 CZ0814'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 86, 52.9 FEET NORTHWEST OF A
 CZ0814'FENCE, 18.7 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 1185, 2.2 FEET
 CZ0814'NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 CZ0814'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 CZ0814'GROUND.
 CZ0814
 CZ0814                          STATION RECOVERY (1979)
 CZ0814
 CZ0814'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (1987)
 CZ0814
 CZ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0814'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0814'IN GOOD CONDITION.
 CZ0814'
 CZ0814'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 CZ0814'WEST-SOUTHWEST OF SOUTH TUCSON AND
 CZ0814'13.7 KM (8.5 MI) NORTHEAST OF THREE POINTS.
 CZ0814'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0814'
 CZ0814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ0814'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTH OF
 CZ0814'SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86 TO
 CZ0814'THE MAIN ENTRANCE TO RYAN AIRPORT ON THE RIGHT.
 CZ0814'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ0814'1.4 KM (0.85 MI) ON HIGHWAY 86 TO A PAVED ROAD RIGHT LEADING
 CZ0814'NORTHERLY TO THE PIMA COUNTY WESTERN TRANSFER STATION AND THE
 CZ0814'STATION ON THE LEFT, ABOUT 0.1 KM (0.05 MI) SOUTHWEST OF HIGHWAY
 CZ0814'MILEPOST 159.
 CZ0814'
 CZ0814'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0814'STAMPED---D 296 1951---,
 CZ0814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0814'30 CM IN DIAMETER PROJECTING 23 CM ABOVE GROUND.  LOCATED
 CZ0814'35.43 METERS (116.25 FT) NORTH-NORTHEAST FROM A POWERLINE POLE,
 CZ0814'26.39 METERS (86.58 FT) NORTH-NORTHEAST FROM A CEMENT FILLED PIPE
 CZ0814'10 CM IN DIAMETER,
 CZ0814'16.23 METERS (53.25 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE LINE,
 CZ0814'14.33 METERS (47.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CZ0814'HIGHWAY 86 AND
 CZ0814'0.67 METERS (2.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 CZ0814'
 CZ0814'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0814'
 CZ0814'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0814'
 CZ0814'DESCRIBED BY R.W. MCALLISTER.
 CZ0814
 CZ0814                          STATION RECOVERY (1995)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (1999)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (2002)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1216 ***********************************************************************
 CZ1216  DESIGNATION -  D 299
 CZ1216  PID         -  CZ1216
 CZ1216  STATE/COUNTY-  AZ/PINAL
 CZ1216  USGS QUAD   -  CHUICHU (1992)
 CZ1216
 CZ1216                         *CURRENT SURVEY CONTROL
 CZ1216  ___________________________________________________________________
 CZ1216* NAD 83(1986)-  32 46 55.     (N)    111 51 58.     (W)     SCALED    
 CZ1216* NAVD 88     -       423.98   (+/-2cm)    1391.0    (feet)  VERTCON   
 CZ1216  ___________________________________________________________________
 CZ1216  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1216
 CZ1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1216
 CZ1216.The horizontal coordinates were scaled from a topographic map and have
 CZ1216.an estimated accuracy of +/- 6 seconds.
 CZ1216
 CZ1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1216.The vertical order pertains to the NGVD 29 superseded value.
 CZ1216
 CZ1216.The geoid height was determined by GEOID03.
 CZ1216
 CZ1216;                    North         East    Units  Estimated Accuracy
 CZ1216;SPC AZ C     -   197,570.      218,100.      MT  (+/- 180 meters Scaled)
 CZ1216
 CZ1216                          SUPERSEDED SURVEY CONTROL
 CZ1216
 CZ1216  NGVD 29 (??/??/92)  423.376  (m)         1389.03   (f) ADJ UNCH    2 0
 CZ1216
 CZ1216.Superseded values are not recommended for survey control.
 CZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1216.See file dsdata.txt to determine how the superseded data were derived.
 CZ1216
 CZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB188274(NAD 83)
 CZ1216_MARKER: DB = BENCH MARK DISK
 CZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1216_STAMPING: D 299 1951
 CZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1216+STABILITY: SURFACE MOTION
 CZ1216
 CZ1216  HISTORY     - Date     Condition        Report By
 CZ1216  HISTORY     - 1951     MONUMENTED       CGS
 CZ1216  HISTORY     - 1952     GOOD             NGS
 CZ1216
 CZ1216                          STATION DESCRIPTION
 CZ1216
 CZ1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1216'6.4 MI N FROM COCKLEBUR.
 CZ1216'6.4 MILES NORTH ALONG A TRACK ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1216'ABOUT 1 MILE SOUTH ALONG A TRACK ROAD FROM THE NORTH BOUNDARY FENCE OF
 CZ1216'THE PAPAGO INDIAN RESERVATION, ON AN OPEN FLAT SURROUNDED WITH
 CZ1216'MESQUITE TREES, 27 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ1216'1.2 FEET SOUTHWEST OF THE WITNESS POST, AND SET IN THE TOP OF A
 CZ1216'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1216'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2215 ***********************************************************************
 DU2215  DESIGNATION -  D 3
 DU2215  PID         -  DU2215
 DU2215  STATE/COUNTY-  AZ/MARICOPA
 DU2215  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2215
 DU2215                         *CURRENT SURVEY CONTROL
 DU2215  ___________________________________________________________________
 DU2215* NAD 83(1992)-  33 32 31.20649(N)    111 53 28.49185(W)     ADJUSTED  
 DU2215* NAVD 88     -       395.3    (meters)    1297.     (feet)  VERTCON   
 DU2215  ___________________________________________________________________
 DU2215  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DU2215  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2215
 DU2215  HORZ ORDER  -  THIRD
 DU2215
 DU2215.The horizontal coordinates were established by classical geodetic methods
 DU2215.and adjusted by the National Geodetic Survey in August 1993..
 DU2215.No horizontal observational check was made to the station.
 DU2215
 DU2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2215
 DU2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2215
 DU2215.The geoid height was determined by GEOID03.
 DU2215
 DU2215;                    North         East     Units Scale Factor Converg.
 DU2215;SPC AZ C     -   281,858.857   215,720.614   MT  0.99990007   +0 00 50.6
 DU2215;SPC AZ C     -   924,733.78    707,744.80   iFT  0.99990007   +0 00 50.6
 DU2215;UTM  12      - 3,711,731.550   417,254.812   MT  0.99968441   -0 29 32.9
 DU2215
 DU2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2215!SPC AZ C     -   0.99994259  x   0.99990007  =   0.99984267
 DU2215!UTM  12      -   0.99994259  x   0.99968441  =   0.99962702
 DU2215
 DU2215|---------------------------------------------------------------------|
 DU2215| PID    Reference Object                     Distance      Geod. Az  |
 DU2215|                                                           dddmmss.s |
 DU2215| CH5050 D 3 RM 3                              7.070 METERS 09023     |
 DU2215| CH5049 D 2 RM 2                                           22436     |
 DU2215| DU2214 D 2                                   7.573 METERS 27010     |
 DU2215| CH5051 D 3 RM 4                                           3510814.5 |
 DU2215|---------------------------------------------------------------------|
 DU2215
 DU2215                          SUPERSEDED SURVEY CONTROL
 DU2215
 DU2215  NAD 83(1986)-  33 32 31.20120(N)    111 53 28.49624(W) AD(       ) 3
 DU2215  NAD 27      -  33 32 31.05228(N)    111 53 25.96847(W) AD(       ) 3
 DU2215  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG       
 DU2215
 DU2215.Superseded values are not recommended for survey control.
 DU2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2215.See file dsdata.txt to determine how the superseded data were derived.
 DU2215
 DU2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1725511732(NAD 83)
 DU2215_MARKER: DS = TRIANGULATION STATION DISK
 DU2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2215
 DU2215  HISTORY     - Date     Condition        Report By
 DU2215  HISTORY     - 1973     MONUMENTED       NGS
 DU2215  HISTORY     - 20030407 POOR             GEOCAC
 DU2215
 DU2215                          STATION DESCRIPTION
 DU2215
 DU2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2215'THE STATION IS LOCATED IN THE NORTHEAST PART OF SCOTTSDALE
 DU2215'ALONG THE EAST SIDE OF PIMA ROAD AND 0.25 MILE NORTH
 DU2215'OF INDIAN BEND ROAD.  IT IS IN THE NORTHWEST PART OF A GRASS
 DU2215'AND BRUSH COVERED FIELD WHICH IS JUST SOUTH OF A GOLF COURSE.
 DU2215'
 DU2215'THE STATION MARK IS A STANDARD DISK STAMPED, D3 GLO 1973.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS 6 INCHES.  IT IS 21 PACES EAST OF THE CENTER OF
 DU2215'PIMA ROAD, 2 FEET WEST OF A WITNESS POST AND SIGN AND 1 FOOT
 DU2215'SOUTH OF A EAST-WEST FENCE LINE.
 DU2215'
 DU2215'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, D2 GLO NO 2 1947.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS ABOUT 2 INCHES.  IT IS 14 PACES EAST OF THE CENTER OF
 DU2215'PIMA ROAD, 27 FEET SOUTH OF THE EAST-WEST FENCE LINE AND 37
 DU2215'FEET SOUTHWEST OF THE WITNESS POST.
 DU2215'
 DU2215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, D3 GLO NO 3 1973.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS 6 INCHES.  IT IS 28 PACES EAST OF THE CENTER OF PIMA
 DU2215'ROAD, 22 FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF
 DU2215'THE EAST-WEST FENCE LINE.
 DU2215'
 DU2215'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, D3 GLO NO 4
 DU2215'1973.  IT IS SET IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A
 DU2215'SHORT SIDEWALK WHICH EXTENDS SOUTH ABOUT 100 FEET FROM INTERCIRCLE
 DU2215'ROAD.  THE MARK IS AT THE SOUTHEAST CORNER OF A SMALL PARKING
 DU2215'LOT FOR THE GOLF COURSE.
 DU2215'
 DU2215'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU2215'ROAD AND PIMA ROAD IN SCOTTSDALE, GO NORTH ALONG PIMA ROAD
 DU2215'FOR 6.3 MILES TO INDIAN BEND ROAD, CONTINUE NORTH FOR 0.25
 DU2215'MILE TO THE STATION ON THE RIGHT AT THE SOUTH END OF A GOLF
 DU2215'COURSE.
 DU2215'
 DU2215'TO REACH THE AZIMUTH MARK (R.M. 4) FROM THE STATION, GO NORTH
 DU2215'FOR 0.15 MILE TO INTERCIRCLE ROAD.  TURN LEFT THEN SHARP LEFT
 DU2215'TO THE SOUTHEAST CORNER OF THE PARKING LOT AND THE MARK
 DU2215'
 DU2215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2215
 DU2215                          STATION RECOVERY (2003)
 DU2215
 DU2215'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 DU2215'MARKER DISC STILL IN CEMENT BASE, FOUND COMPLETELY OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0687 ***********************************************************************
 DW0687  DESIGNATION -  D 30
 DW0687  PID         -  DW0687
 DW0687  STATE/COUNTY-  AZ/LA PAZ
 DW0687  USGS QUAD   -  QUARTZSITE (1990)
 DW0687
 DW0687                         *CURRENT SURVEY CONTROL
 DW0687  ___________________________________________________________________
 DW0687* NAD 83(1986)-  33 40 33.     (N)    114 07 48.     (W)     SCALED    
 DW0687* NAVD 88     -       370.09   (+/-2cm)    1214.2    (feet)  VERTCON   
 DW0687  ___________________________________________________________________
 DW0687  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0687
 DW0687  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0687
 DW0687.The horizontal coordinates were scaled from a topographic map and have
 DW0687.an estimated accuracy of +/- 6 seconds.
 DW0687
 DW0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0687.The vertical order pertains to the NGVD 29 superseded value.
 DW0687
 DW0687.The geoid height was determined by GEOID03.
 DW0687
 DW0687;                    North         East    Units  Estimated Accuracy
 DW0687;SPC AZ W     -   296,780.      178,120.      MT  (+/- 180 meters Scaled)
 DW0687
 DW0687                          SUPERSEDED SURVEY CONTROL
 DW0687
 DW0687  NGVD 29 (??/??/??)  369.406  (m)         1211.96   (f) ADJUSTED    1 2
 DW0687
 DW0687.Superseded values are not recommended for survey control.
 DW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0687.See file dsdata.txt to determine how the superseded data were derived.
 DW0687
 DW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT660299(NAD 83)
 DW0687_MARKER: DB = BENCH MARK DISK
 DW0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0687_STAMPING: 1211.960 D 30 1933
 DW0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0687+STABILITY: SURFACE MOTION
 DW0687
 DW0687  HISTORY     - Date     Condition        Report By
 DW0687  HISTORY     - 1933     MONUMENTED       CGS
 DW0687  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0687
 DW0687                          STATION DESCRIPTION
 DW0687
 DW0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DW0687'6.2 MI E FROM QUARTZSITE.
 DW0687'ABOUT 6.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0687'YUMA COUNTY, ABOUT 65 FEET NORTHWEST OF A SMALL CULVERT, AND
 DW0687'ABOUT 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 DW0687'STANDARD DISK, STAMPED 1211.960 D 30 1933 AND SET IN THE TOP
 DW0687'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 DW0687
 DW0687                          STATION RECOVERY (1981)
 DW0687
 DW0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0687'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0169 ***********************************************************************
 DA0169  DESIGNATION -  D 300
 DA0169  PID         -  DA0169
 DA0169  STATE/COUNTY-  AZ/PINAL
 DA0169  USGS QUAD   -  KOHATK (1981)
 DA0169
 DA0169                         *CURRENT SURVEY CONTROL
 DA0169  ___________________________________________________________________
 DA0169* NAD 83(1986)-  32 33 34.     (N)    112 00 52.     (W)     SCALED    
 DA0169* NAVD 88     -       511.73   (+/-2cm)    1678.9    (feet)  VERTCON   
 DA0169  ___________________________________________________________________
 DA0169  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0169
 DA0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0169
 DA0169.The horizontal coordinates were scaled from a topographic map and have
 DA0169.an estimated accuracy of +/- 6 seconds.
 DA0169
 DA0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0169.The vertical order pertains to the NGVD 29 superseded value.
 DA0169
 DA0169.The geoid height was determined by GEOID03.
 DA0169
 DA0169;                    North         East    Units  Estimated Accuracy
 DA0169;SPC AZ C     -   172,900.      204,180.      MT  (+/- 180 meters Scaled)
 DA0169
 DA0169                          SUPERSEDED SURVEY CONTROL
 DA0169
 DA0169  NGVD 29 (??/??/92)  511.105  (m)         1676.85   (f) ADJ UNCH    2 0
 DA0169
 DA0169.Superseded values are not recommended for survey control.
 DA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0169.See file dsdata.txt to determine how the superseded data were derived.
 DA0169
 DA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047029(NAD 83)
 DA0169_MARKER: DB = BENCH MARK DISK
 DA0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0169_STAMPING: D 300 1952
 DA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0169+STABILITY: SURFACE MOTION
 DA0169
 DA0169  HISTORY     - Date     Condition        Report By
 DA0169  HISTORY     - 1952     MONUMENTED       CGS
 DA0169
 DA0169                          STATION DESCRIPTION
 DA0169
 DA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0169'1.7 MI S FROM QUAJOTE.
 DA0169'1.7 MILES SOUTH ALONG A GRAVEL ROAD FROM A WATER WELL AT THE INDIAN
 DA0169'VILLAGE OF QUAJOTE, ABOUT 103 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF
 DA0169'SANTA ROSA WASH, 102 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7
 DA0169'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, AND
 DA0169'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0169'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0741 ***********************************************************************
 CZ0741  DESIGNATION -  D 301
 CZ0741  PID         -  CZ0741
 CZ0741  STATE/COUNTY-  AZ/PIMA
 CZ0741  USGS QUAD   -  AVRA (1992)
 CZ0741
 CZ0741                         *CURRENT SURVEY CONTROL
 CZ0741  ___________________________________________________________________
 CZ0741* NAD 83(1986)-  32 15 12.     (N)    111 13 05.     (W)     SCALED    
 CZ0741* NAVD 88     -       713.66   (+/-2cm)    2341.4    (feet)  VERTCON   
 CZ0741  ___________________________________________________________________
 CZ0741  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0741
 CZ0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0741
 CZ0741.The horizontal coordinates were scaled from a topographic map and have
 CZ0741.an estimated accuracy of +/- 6 seconds.
 CZ0741
 CZ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0741.The vertical order pertains to the NGVD 29 superseded value.
 CZ0741
 CZ0741.The geoid height was determined by GEOID03.
 CZ0741
 CZ0741;                    North         East    Units  Estimated Accuracy
 CZ0741;SPC AZ C     -   139,170.      279,190.      MT  (+/- 180 meters Scaled)
 CZ0741
 CZ0741                          SUPERSEDED SURVEY CONTROL
 CZ0741
 CZ0741  NGVD 29 (??/??/92)  713.005  (m)         2339.25   (f) ADJ UNCH    2 0
 CZ0741
 CZ0741.Superseded values are not recommended for survey control.
 CZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0741.See file dsdata.txt to determine how the superseded data were derived.
 CZ0741
 CZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA794685(NAD 83)
 CZ0741_MARKER: DB = BENCH MARK DISK
 CZ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0741_STAMPING: D 301 1951
 CZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0741+STABILITY: SURFACE MOTION
 CZ0741
 CZ0741  HISTORY     - Date     Condition        Report By
 CZ0741  HISTORY     - 1951     MONUMENTED       CGS
 CZ0741
 CZ0741                          STATION DESCRIPTION
 CZ0741
 CZ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0741'16.2 MI W FROM TUCSON.
 CZ0741'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0741'MOUNTAIN PARK, FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0741'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0741'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 0.9 MILE WEST ALONG A
 CZ0741'DIRT ROAD, AT A FENCE LINE AND NORTH OF THE WOODEN GATE ACROSS THE
 CZ0741'ROAD, 60 FEET NORTH OF THE CENTER OF THE WOODEN GATE AND THE CENTER
 CZ0741'LINE OF THE ROAD, 32 1/2 FEET NORTH OF A SMALL WASH, 1.5 FEET EAST OF
 CZ0741'THE FENCE LINE LEADING NORTH AND SOUTH, 2.4 FEET SOUTH OF A WITNESS
 CZ0741'POST AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0741'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0437 ***********************************************************************
 CG0437  DESIGNATION -  D 302
 CG0437  PID         -  CG0437
 CG0437  STATE/COUNTY-  AZ/PIMA
 CG0437  USGS QUAD   -  LAS GUIJAS (1983)
 CG0437
 CG0437                         *CURRENT SURVEY CONTROL
 CG0437  ___________________________________________________________________
 CG0437* NAD 83(1986)-  31 40 01.     (N)    111 29 14.     (W)     SCALED    
 CG0437* NAVD 88     -      1048.99   (+/-2cm)    3441.6    (feet)  VERTCON   
 CG0437  ___________________________________________________________________
 CG0437  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0437
 CG0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0437
 CG0437.The horizontal coordinates were scaled from a topographic map and have
 CG0437.an estimated accuracy of +/- 6 seconds.
 CG0437
 CG0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0437.The vertical order pertains to the NGVD 29 superseded value.
 CG0437
 CG0437.The geoid height was determined by GEOID03.
 CG0437
 CG0437;                    North         East    Units  Estimated Accuracy
 CG0437;SPC AZ C     -    74,020.      254,080.      MT  (+/- 180 meters Scaled)
 CG0437
 CG0437                          SUPERSEDED SURVEY CONTROL
 CG0437
 CG0437  NGVD 29 (??/??/92) 1048.214  (m)         3439.02   (f) ADJ UNCH    2 0
 CG0437
 CG0437.Superseded values are not recommended for survey control.
 CG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0437.See file dsdata.txt to determine how the superseded data were derived.
 CG0437
 CG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA538036(NAD 83)
 CG0437_MARKER: DB = BENCH MARK DISK
 CG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0437_STAMPING: D 302 1951
 CG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0437+STABILITY: SURFACE MOTION
 CG0437
 CG0437  HISTORY     - Date     Condition        Report By
 CG0437  HISTORY     - 1951     MONUMENTED       CGS
 CG0437  HISTORY     - 1977     GOOD             USGS
 CG0437
 CG0437                          STATION DESCRIPTION
 CG0437
 CG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0437'13.35 MI N FROM SASABE.
 CG0437'13.35 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0437'HOUSE AT SASABE, AT A CATTLE GUARD ACROSS THE ROAD AND A EAST WEST
 CG0437'FENCE LINE, AND A TRACK ROAD LEADING SOUTHEAST, 42 FEET EAST OF THE
 CG0437'CENTER LINE OF THE ROAD AT THE CENTER OF THE CATTLE GUARD, 20.2 FEET
 CG0437'EAST OF THE EAST IRON FENCE POST AND GATE POST FOR THE IRON GATE, 1.9
 CG0437'FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF THE WITNESS POST, AND
 CG0437'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0437'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0437
 CG0437                          STATION RECOVERY (1977)
 CG0437
 CG0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0437'SASABE, 13.35 MI N. OF ALONG STATE HWY. 286 FROM SCHOOLHOUSE TO T-RD.
 CG0437'SW. AT SE. CORNER OF RD. JUNCTION. 42 FT E. OF CENTERLINE OF HWY.
 CG0437'ABOUT LEVEL WITH GROUND. SET IN CONCRETE POST PROJECTING 0.5 FT ABOVE
 CG0437'GROUND. STANDARD DISK STAMPED D 302 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1314 ***********************************************************************
 CZ1314  DESIGNATION -  D 304
 CZ1314  PID         -  CZ1314
 CZ1314  STATE/COUNTY-  AZ/PINAL
 CZ1314  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1314
 CZ1314                         *CURRENT SURVEY CONTROL
 CZ1314  ___________________________________________________________________
 CZ1314* NAD 83(1986)-  32 37 23.     (N)    111 40 18.     (W)     SCALED    
 CZ1314* NAVD 88     -       481.54   (+/-2cm)    1579.9    (feet)  VERTCON   
 CZ1314  ___________________________________________________________________
 CZ1314  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1314
 CZ1314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1314
 CZ1314.The horizontal coordinates were scaled from a topographic map and have
 CZ1314.an estimated accuracy of +/- 6 seconds.
 CZ1314
 CZ1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1314.The vertical order pertains to the NGVD 29 superseded value.
 CZ1314
 CZ1314.The geoid height was determined by GEOID03.
 CZ1314
 CZ1314;                    North         East    Units  Estimated Accuracy
 CZ1314;SPC AZ C     -   179,980.      236,350.      MT  (+/- 180 meters Scaled)
 CZ1314
 CZ1314                          SUPERSEDED SURVEY CONTROL
 CZ1314
 CZ1314  NGVD 29 (??/??/92)  480.984  (m)         1578.03   (f) ADJ UNCH    2 0
 CZ1314
 CZ1314.Superseded values are not recommended for survey control.
 CZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1314.See file dsdata.txt to determine how the superseded data were derived.
 CZ1314
 CZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369096(NAD 83)
 CZ1314_MARKER: DB = BENCH MARK DISK
 CZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1314_STAMPING: D 304 1951
 CZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1314+STABILITY: SURFACE MOTION
 CZ1314
 CZ1314  HISTORY     - Date     Condition        Report By
 CZ1314  HISTORY     - 1951     MONUMENTED       CGS
 CZ1314
 CZ1314                          STATION DESCRIPTION
 CZ1314
 CZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1314'14.8 MI S FROM TOLTEC.
 CZ1314'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1314'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1314'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 1.6 MILES
 CZ1314'SOUTH ALONG A GRADED ROAD, 12.9 MILES SOUTHEAST OF THE CHURCH AT THE
 CZ1314'INDIAN VILLAGE OF WHITE HORSE PASS, AT A T JUNCTION WITH A GRADED ROAD
 CZ1314'LEADING WEST AND AT A T IN THE POWER LINE, 172 FEET NORTH OF THE
 CZ1314'APPROXIMATE CENTER OF A T JUNCTION, 30 FEET EAST OF THE CENTER LINE OF
 CZ1314'THE MAIN ROAD, 1.8 FEET SOUTH OF THE POWER LINE POLE AT THE T JUNTION,
 CZ1314'2 FEET NORTH OF THE WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 CZ1314'ROAD, AND SET IN A CONCRETE PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0470 ***********************************************************************
 CG0470  DESIGNATION -  D 305
 CG0470  PID         -  CG0470
 CG0470  STATE/COUNTY-  AZ/PIMA
 CG0470  USGS QUAD   -  PENITAS HILLS (1979)
 CG0470
 CG0470                         *CURRENT SURVEY CONTROL
 CG0470  ___________________________________________________________________
 CG0470* NAD 83(1986)-  31 48 56.     (N)    111 17 31.     (W)     SCALED    
 CG0470* NAVD 88     -      1090.03   (+/-2cm)    3576.2    (feet)  VERTCON   
 CG0470  ___________________________________________________________________
 CG0470  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0470
 CG0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0470
 CG0470.The horizontal coordinates were scaled from a topographic map and have
 CG0470.an estimated accuracy of +/- 6 seconds.
 CG0470
 CG0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0470.The vertical order pertains to the NGVD 29 superseded value.
 CG0470
 CG0470.The geoid height was determined by GEOID03.
 CG0470
 CG0470;                    North         East    Units  Estimated Accuracy
 CG0470;SPC AZ C     -    90,590.      272,500.      MT  (+/- 180 meters Scaled)
 CG0470
 CG0470                          SUPERSEDED SURVEY CONTROL
 CG0470
 CG0470  NGVD 29 (??/??/92) 1089.251  (m)         3573.65   (f) ADJ UNCH    2 0
 CG0470
 CG0470.Superseded values are not recommended for survey control.
 CG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0470.See file dsdata.txt to determine how the superseded data were derived.
 CG0470
 CG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA723200(NAD 83)
 CG0470_MARKER: DB = BENCH MARK DISK
 CG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0470_STAMPING: D 305 1951
 CG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0470+STABILITY: SURFACE MOTION
 CG0470
 CG0470  HISTORY     - Date     Condition        Report By
 CG0470  HISTORY     - 1951     MONUMENTED       CGS
 CG0470  HISTORY     - 1977     GOOD             USGS
 CG0470
 CG0470                          STATION DESCRIPTION
 CG0470
 CG0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0470'24.8 MI SE FROM THREE POINTS.
 CG0470'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0470'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 7.4
 CG0470'MILES EAST ALONG A TRACK ROAD, 0.65 MILE WEST OF A T JUNCTION OF A
 CG0470'TRACK ROAD LEADING NORTH, 57 FEET NORTH OF THE CENTER LINE OF THE
 CG0470'ROAD, 3.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN
 CG0470'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CG0470'ABOVE THE GROUND.
 CG0470
 CG0470                          STATION RECOVERY (1977)
 CG0470
 CG0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0470'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0654 ***********************************************************************
 CG0654  DESIGNATION -  D 306
 CG0654  PID         -  CG0654
 CG0654  STATE/COUNTY-  AZ/PIMA
 CG0654  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0654
 CG0654                         *CURRENT SURVEY CONTROL
 CG0654  ___________________________________________________________________
 CG0654* NAD 83(1986)-  31 53 28.     (N)    111 39 43.     (W)     SCALED    
 CG0654* NAVD 88     -      1073.39   (+/-2cm)    3521.6    (feet)  VERTCON   
 CG0654  ___________________________________________________________________
 CG0654  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0654
 CG0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0654
 CG0654.The horizontal coordinates were scaled from a topographic map and have
 CG0654.an estimated accuracy of +/- 6 seconds.
 CG0654
 CG0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0654.The vertical order pertains to the NGVD 29 superseded value.
 CG0654
 CG0654.The geoid height was determined by GEOID03.
 CG0654
 CG0654;                    North         East    Units  Estimated Accuracy
 CG0654;SPC AZ C     -    98,820.      237,460.      MT  (+/- 180 meters Scaled)
 CG0654
 CG0654                          SUPERSEDED SURVEY CONTROL
 CG0654
 CG0654  NGVD 29 (??/??/92) 1072.617  (m)         3519.08   (f) ADJ UNCH    2 0
 CG0654
 CG0654.Superseded values are not recommended for survey control.
 CG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0654.See file dsdata.txt to determine how the superseded data were derived.
 CG0654
 CG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374285(NAD 83)
 CG0654_MARKER: DB = BENCH MARK DISK
 CG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0654_STAMPING: D 306 1952
 CG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0654+STABILITY: SURFACE MOTION
 CG0654
 CG0654  HISTORY     - Date     Condition        Report By
 CG0654  HISTORY     - 1952     MONUMENTED       CGS
 CG0654
 CG0654                          STATION DESCRIPTION
 CG0654
 CG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0654'22.55 MI E FROM SELLS.
 CG0654'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0654'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 9.45 MILES
 CG0654'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.3 MILE SOUTHEAST OF GU
 CG0654'CHUAPO AND A SIGN READING LITTLE TUCSON, 45 FEET NORTHEAST OF THE
 CG0654'CENTER LINE OF THE ROAD, 51.2 FEET NORTHWEST OF USGS COPPER NAIL AND
 CG0654'WASHER 3522.3, 2.7 FEET SOUTHWEST OF A FENCE LINE, 1.8 FEET WEST OF A
 CG0654'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0654'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0797 ***********************************************************************
 CG0797  DESIGNATION -  D 307
 CG0797  PID         -  CG0797
 CG0797  STATE/COUNTY-  AZ/PIMA
 CG0797  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0797
 CG0797                         *CURRENT SURVEY CONTROL
 CG0797  ___________________________________________________________________
 CG0797* NAD 83(1986)-  31 49 52.     (N)    111 36 59.     (W)     SCALED    
 CG0797* NAVD 88     -      1044.05   (+/-2cm)    3425.4    (feet)  VERTCON   
 CG0797  ___________________________________________________________________
 CG0797  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0797
 CG0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0797
 CG0797.The horizontal coordinates were scaled from a topographic map and have
 CG0797.an estimated accuracy of +/- 6 seconds.
 CG0797
 CG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0797.The vertical order pertains to the NGVD 29 superseded value.
 CG0797
 CG0797.The geoid height was determined by GEOID03.
 CG0797
 CG0797;                    North         East    Units  Estimated Accuracy
 CG0797;SPC AZ C     -    92,180.      241,780.      MT  (+/- 180 meters Scaled)
 CG0797
 CG0797                          SUPERSEDED SURVEY CONTROL
 CG0797
 CG0797  NGVD 29 (??/??/92) 1043.229  (m)         3422.66   (f) ADJ UNCH    2 0
 CG0797
 CG0797.Superseded values are not recommended for survey control.
 CG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0797.See file dsdata.txt to determine how the superseded data were derived.
 CG0797
 CG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA416218(NAD 83)
 CG0797_MARKER: DB = BENCH MARK DISK
 CG0797_SETTING: 66 = SET IN ROCK OUTCROP
 CG0797_SP_SET: ROCK OUTCROP
 CG0797_STAMPING: D 307 1952
 CG0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0797+STABILITY: POSITION/ELEVATION WELL
 CG0797
 CG0797  HISTORY     - Date     Condition        Report By
 CG0797  HISTORY     - 1952     MONUMENTED       CGS
 CG0797
 CG0797                          STATION DESCRIPTION
 CG0797
 CG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0797'14.5 MI E FROM TOPAWA.
 CG0797'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0797'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0797'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, AT THE
 CG0797'JUNCTION OF THE FRESNAL CANYON ROAD AND THE FRESNAL CANYON TRAIL, SET
 CG0797'ON TOP OF THE EAST EDGE OF A LARGE OUTCROP, 30 FEET NORTH OF THE END
 CG0797'OF TRUCK TRAVEL, 19 FEET WEST OF THE CENTER OF A WASH, AND ABOUT 1 1/2
 CG0797'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0089 ***********************************************************************
 CH0089  DESIGNATION -  D 308
 CH0089  PID         -  CH0089
 CH0089  STATE/COUNTY-  AZ/PIMA
 CH0089  USGS QUAD   -  LUKEVILLE (1988)
 CH0089
 CH0089                         *CURRENT SURVEY CONTROL
 CH0089  ___________________________________________________________________
 CH0089* NAD 83(1986)-  31 53 31.     (N)    112 49 13.     (W)     SCALED    
 CH0089* NAVD 88     -       437.766  (meters)    1436.24   (feet)  ADJUSTED  
 CH0089  ___________________________________________________________________
 CH0089  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CH0089  DYNAMIC HT  -         437.197 (meters)    1434.37  (feet)  COMP
 CH0089  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 CH0089
 CH0089  VERT ORDER  -  FIRST     CLASS II
 CH0089
 CH0089.The horizontal coordinates were scaled from a topographic map and have
 CH0089.an estimated accuracy of +/- 6 seconds.
 CH0089
 CH0089.The orthometric height was determined by differential leveling
 CH0089.and adjusted by the National Geodetic Survey in June 1991..
 CH0089
 CH0089.The geoid height was determined by GEOID03.
 CH0089
 CH0089.The dynamic height is computed by dividing the NAVD 88
 CH0089.geopotential number by the normal gravity value computed on the
 CH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0089.degrees latitude (g = 980.6199 gals.).
 CH0089
 CH0089.The modeled gravity was interpolated from observed gravity values.
 CH0089
 CH0089;                    North         East    Units  Estimated Accuracy
 CH0089;SPC AZ C     -    99,240.      127,880.      MT  (+/- 180 meters Scaled)
 CH0089
 CH0089                          SUPERSEDED SURVEY CONTROL
 CH0089
 CH0089  NGVD 29 (??/??/92)  437.017  (m)         1433.78   (f) ADJ UNCH    1 2
 CH0089
 CH0089.Superseded values are not recommended for survey control.
 CH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0089.See file dsdata.txt to determine how the superseded data were derived.
 CH0089
 CH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA278299(NAD 83)
 CH0089_MARKER: DB = BENCH MARK DISK
 CH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0089_STAMPING: D 308 1952
 CH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0089+STABILITY: SURFACE MOTION
 CH0089
 CH0089  HISTORY     - Date     Condition        Report By
 CH0089  HISTORY     - 1952     MONUMENTED       CGS
 CH0089  HISTORY     - 1981     GOOD             NGS
 CH0089
 CH0089                          STATION DESCRIPTION
 CH0089
 CH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0089'1.45 MI N FROM LUKEVILLE.
 CH0089'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0089'LUKEVILLE TO JUNCTION, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, 0.55
 CH0089'MILE WEST OF B.M. BILL, AT A Y JUNCTION AND SET IN THE FORK OF THE Y,
 CH0089'73 1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST ROAD, 38 FEET
 CH0089'NORTH OF THE CENTERLINE OF THE QUITOVOQUITO ROAD, 2.0 FEET SOUTH OF
 CH0089'THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT
 CH0089'LEVEL WITH THE ROAD.
 CH0089
 CH0089                          STATION RECOVERY (1981)
 CH0089
 CH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0431 ***********************************************************************
 DA0431  DESIGNATION -  D 309
 DA0431  PID         -  DA0431
 DA0431  STATE/COUNTY-  AZ/PIMA
 DA0431  USGS QUAD   -  BATES WELL (1990)
 DA0431
 DA0431                         *CURRENT SURVEY CONTROL
 DA0431  ___________________________________________________________________
 DA0431* NAD 83(1986)-  32 07 49.     (N)    112 52 37.     (W)     SCALED    
 DA0431* NAVD 88     -       453.27   (+/-2cm)    1487.1    (feet)  VERTCON   
 DA0431  ___________________________________________________________________
 DA0431  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DA0431
 DA0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0431
 DA0431.The horizontal coordinates were scaled from a topographic map and have
 DA0431.an estimated accuracy of +/- 6 seconds.
 DA0431
 DA0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0431.The vertical order pertains to the NGVD 29 superseded value.
 DA0431
 DA0431.The geoid height was determined by GEOID03.
 DA0431
 DA0431;                    North         East    Units  Estimated Accuracy
 DA0431;SPC AZ C     -   125,720.      122,760.      MT  (+/- 180 meters Scaled)
 DA0431
 DA0431                          SUPERSEDED SURVEY CONTROL
 DA0431
 DA0431  NGVD 29 (??/??/92)  452.56   (m)         1484.8    (f) COMPUTED    2 0
 DA0431
 DA0431.Superseded values are not recommended for survey control.
 DA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0431.See file dsdata.txt to determine how the superseded data were derived.
 DA0431
 DA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA229564(NAD 83)
 DA0431_MARKER: DB = BENCH MARK DISK
 DA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0431_STAMPING: D 309 1952
 DA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0431+STABILITY: SURFACE MOTION
 DA0431
 DA0431  HISTORY     - Date     Condition        Report By
 DA0431  HISTORY     - 1952     MONUMENTED       CGS
 DA0431
 DA0431                          STATION DESCRIPTION
 DA0431
 DA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0431'28.7 MI S FROM AJO.
 DA0431'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0431'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0431'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0431'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0431'INTERSECTION, THENCE 1.85 MILES SOUTH ALONG A DIM TRACK ROAD, 0.4 MILE
 DA0431'NORTH OF A POINT WHERE THE ROAD CROSSES A LARGE WASH, 29 FEET EAST OF
 DA0431'THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF THE WITNESS POST, AND
 DA0431'ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4
 DA0431'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0096 ***********************************************************************
 ET0096  DESIGNATION -  D 31
 ET0096  PID         -  ET0096
 ET0096  STATE/COUNTY-  AZ/YAVAPAI
 ET0096  USGS QUAD   -  COTTONWOOD (1973)
 ET0096
 ET0096                         *CURRENT SURVEY CONTROL
 ET0096  ___________________________________________________________________
 ET0096* NAD 83(1986)-  34 43 17.     (N)    112 00 10.     (W)     SCALED    
 ET0096* NAVD 88     -      1020.113  (meters)    3346.82   (feet)  ADJUSTED  
 ET0096  ___________________________________________________________________
 ET0096  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ET0096  DYNAMIC HT  -        1018.838 (meters)    3342.64  (feet)  COMP
 ET0096  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 ET0096
 ET0096  VERT ORDER  -  FIRST     CLASS II
 ET0096
 ET0096.The horizontal coordinates were scaled from a topographic map and have
 ET0096.an estimated accuracy of +/- 6 seconds.
 ET0096
 ET0096.The orthometric height was determined by differential leveling
 ET0096.and adjusted by the National Geodetic Survey in June 1991..
 ET0096
 ET0096.The geoid height was determined by GEOID03.
 ET0096
 ET0096.The dynamic height is computed by dividing the NAVD 88
 ET0096.geopotential number by the normal gravity value computed on the
 ET0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0096.degrees latitude (g = 980.6199 gals.).
 ET0096
 ET0096.The modeled gravity was interpolated from observed gravity values.
 ET0096
 ET0096;                    North         East    Units  Estimated Accuracy
 ET0096;SPC AZ C     -   412,670.      205,470.      MT  (+/- 180 meters Scaled)
 ET0096
 ET0096                          SUPERSEDED SURVEY CONTROL
 ET0096
 ET0096  NGVD 29 (??/??/92) 1019.379  (m)         3344.41   (f) ADJ UNCH    1 2
 ET0096
 ET0096.Superseded values are not recommended for survey control.
 ET0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0096.See file dsdata.txt to determine how the superseded data were derived.
 ET0096
 ET0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD081426(NAD 83)
 ET0096_MARKER: DB = BENCH MARK DISK
 ET0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0096_STAMPING: 3344.413 D 31 1933
 ET0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0096+STABILITY: SURFACE MOTION
 ET0096
 ET0096  HISTORY     - Date     Condition        Report By
 ET0096  HISTORY     - 1933     MONUMENTED       CGS
 ET0096  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0096  HISTORY     - 1982     MARK NOT FOUND   NGS
 ET0096
 ET0096                          STATION DESCRIPTION
 ET0096
 ET0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0096'2.M MI SE FROM COTTONWOOD.
 ET0096'CONCRETE POST, 500 FEET SOUTH OF Y-JUNCTION OF HIGHWAYS, IN FORK, ON
 ET0096'TOP OF ROCKY RIDGE.
 ET0096
 ET0096                          STATION RECOVERY (1973)
 ET0096
 ET0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0096'MARK NOT FOUND.
 ET0096
 ET0096                          STATION RECOVERY (1982)
 ET0096
 ET0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0096'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1281 ***********************************************************************
 CZ1281  DESIGNATION -  D 310
 CZ1281  PID         -  CZ1281
 CZ1281  STATE/COUNTY-  AZ/PINAL
 CZ1281  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1281
 CZ1281                         *CURRENT SURVEY CONTROL
 CZ1281  ___________________________________________________________________
 CZ1281* NAD 83(1986)-  32 30 28.     (N)    111 46 30.     (W)     SCALED    
 CZ1281* NAVD 88     -       503.14   (+/-2cm)    1650.7    (feet)  VERTCON   
 CZ1281  ___________________________________________________________________
 CZ1281  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1281
 CZ1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1281
 CZ1281.The horizontal coordinates were scaled from a topographic map and have
 CZ1281.an estimated accuracy of +/- 6 seconds.
 CZ1281
 CZ1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1281.The vertical order pertains to the NGVD 29 superseded value.
 CZ1281
 CZ1281.The geoid height was determined by GEOID03.
 CZ1281
 CZ1281;                    North         East    Units  Estimated Accuracy
 CZ1281;SPC AZ C     -   167,180.      226,670.      MT  (+/- 180 meters Scaled)
 CZ1281
 CZ1281                          SUPERSEDED SURVEY CONTROL
 CZ1281
 CZ1281  NGVD 29 (??/??/92)  502.589  (m)         1648.91   (f) ADJ UNCH    2 0
 CZ1281
 CZ1281.Superseded values are not recommended for survey control.
 CZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1281.See file dsdata.txt to determine how the superseded data were derived.
 CZ1281
 CZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA272969(NAD 83)
 CZ1281_MARKER: DB = BENCH MARK DISK
 CZ1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1281_STAMPING: D 310 1952
 CZ1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1281+STABILITY: SURFACE MOTION
 CZ1281
 CZ1281  HISTORY     - Date     Condition        Report By
 CZ1281  HISTORY     - 1952     MONUMENTED       CGS
 CZ1281  HISTORY     - 1977     GOOD             USGS
 CZ1281
 CZ1281                          STATION DESCRIPTION
 CZ1281
 CZ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1281'27.1 MI SW FROM TOLTEC.
 CZ1281'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1281'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1281'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1281'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1281'THENCE 7.3 MILES SOUTHWEST ALONG A DIRT ROAD, 0.5 MILE SOUTHWEST OF A
 CZ1281'Y JUNCTION OF A GRADED ROAD LEADING WEST, 0.1 MILE EAST OF A POINT
 CZ1281'WHERE THE ROAD PASSES THROUGH A GATE, AT A POINT WHERE THE ROAD CURVES
 CZ1281'TO THE WEST AND FOLLOWS A FENCE LINE, ON THE OUTSIDE OF THE CURVE, 25
 CZ1281'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 CZ1281'2.4 FEET WEST OF A WITNESS POST, 1.7 FEET NORTH OF THE FENCE, AND SET
 CZ1281'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ1281
 CZ1281                          STATION RECOVERY (1977)
 CZ1281
 CZ1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1281'TOLTEC, 0.2 MI SE. OF, ALONG STATE HWY. 84 FROM THE SPRR STATION AT
 CZ1281'TOLTEC, THENCE 10 MI S. ALONG THE TOLTEC HWY., THENCE 3.0 MI W. ALONG
 CZ1281'PRETZER RD., THENCE 5.6 MI S. AND 1.0 MI W. ALONG A GRADED RD.,
 CZ1281'THENCE 1.0 MI S., 3.6 MI SW., 1.1 MI S. AND 1.9 MI W. ALONG A TRACK
 CZ1281'RD., 0.1 MI E. OF A FENCE CORNER, 25 FT N. OF THE CENTERLINE OF THE
 CZ1281'RD., 3 FT N. OF THE FENCE LINE AND ABOUT 1 FT LOWER THAN RD. BED. A
 CZ1281'USC AND GS BRASS DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 CZ1281'0.8 FT UP. STAMPED D 310 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0933 ***********************************************************************
 CZ0933  DESIGNATION -  D 311
 CZ0933  PID         -  CZ0933
 CZ0933  STATE/COUNTY-  AZ/PIMA
 CZ0933  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0933
 CZ0933                         *CURRENT SURVEY CONTROL
 CZ0933  ___________________________________________________________________
 CZ0933* NAD 83(1986)-  32 18 38.     (N)    111 54 28.     (W)     SCALED    
 CZ0933* NAVD 88     -       556.21   (+/-2cm)    1824.8    (feet)  VERTCON   
 CZ0933  ___________________________________________________________________
 CZ0933  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CZ0933
 CZ0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0933
 CZ0933.The horizontal coordinates were scaled from a topographic map and have
 CZ0933.an estimated accuracy of +/- 6 seconds.
 CZ0933
 CZ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0933.The vertical order pertains to the NGVD 29 superseded value.
 CZ0933
 CZ0933.The geoid height was determined by GEOID03.
 CZ0933
 CZ0933;                    North         East    Units  Estimated Accuracy
 CZ0933;SPC AZ C     -   145,300.      214,200.      MT  (+/- 180 meters Scaled)
 CZ0933
 CZ0933                          SUPERSEDED SURVEY CONTROL
 CZ0933
 CZ0933  NGVD 29 (??/??/92)  555.589  (m)         1822.79   (f) ADJ UNCH    2 0
 CZ0933
 CZ0933.Superseded values are not recommended for survey control.
 CZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0933.See file dsdata.txt to determine how the superseded data were derived.
 CZ0933
 CZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA145752(NAD 83)
 CZ0933_MARKER: DB = BENCH MARK DISK
 CZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0933_STAMPING: D 311 1952
 CZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0933+STABILITY: SURFACE MOTION
 CZ0933
 CZ0933  HISTORY     - Date     Condition        Report By
 CZ0933  HISTORY     - 1952     MONUMENTED       CGS
 CZ0933
 CZ0933                          STATION DESCRIPTION
 CZ0933
 CZ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0933'7.75 MI E FROM SANTA ROSA.
 CZ0933'7.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0933'APPROXIMATELY 2 1/2 MILES SOUTH-SOUTHWEST OF A WHITE PEAK WHICH IS
 CZ0933'LOCATED AT THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, AT A ROUND CLEARING
 CZ0933'SPOTTED WITH IRONWOOD TREES, ABOUT 60 YARDS SOUTH OF THE NORTH EDGE OF
 CZ0933'THE CLEARING, 0.25 MILE WEST OF THE ROAD FORK OF A TRACK LEADING
 CZ0933'SOUTHEAST WHICH FORMS A LOOP WITH THE MAIN ROAD, 19 FEET SOUTH OF THE
 CZ0933'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 18 1/2 FEET EAST OF AN
 CZ0933'IRONWOOD TREE, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN A CONCRETE
 CZ0933'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0396 ***********************************************************************
 DA0396  DESIGNATION -  D 312
 DA0396  PID         -  DA0396
 DA0396  STATE/COUNTY-  AZ/PIMA
 DA0396  USGS QUAD   -  BATES WELL (1990)
 DA0396
 DA0396                         *CURRENT SURVEY CONTROL
 DA0396  ___________________________________________________________________
 DA0396* NAD 83(1986)-  32 09 45.     (N)    112 57 41.     (W)     SCALED    
 DA0396* NAVD 88     -       406.58   (+/-2cm)    1333.9    (feet)  VERTCON   
 DA0396  ___________________________________________________________________
 DA0396  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DA0396
 DA0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0396
 DA0396.The horizontal coordinates were scaled from a topographic map and have
 DA0396.an estimated accuracy of +/- 6 seconds.
 DA0396
 DA0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0396.The vertical order pertains to the NGVD 29 superseded value.
 DA0396
 DA0396.The geoid height was determined by GEOID03.
 DA0396
 DA0396;                    North         East    Units  Estimated Accuracy
 DA0396;SPC AZ C     -   129,360.      114,820.      MT  (+/- 180 meters Scaled)
 DA0396
 DA0396                          SUPERSEDED SURVEY CONTROL
 DA0396
 DA0396  NGVD 29 (??/??/92)  405.878  (m)         1331.62   (f) ADJ UNCH    2 0
 DA0396
 DA0396.Superseded values are not recommended for survey control.
 DA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0396.See file dsdata.txt to determine how the superseded data were derived.
 DA0396
 DA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA150601(NAD 83)
 DA0396_MARKER: DB = BENCH MARK DISK
 DA0396_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0396+WITH SETTING: INTO GROUND
 DA0396_STAMPING: D 312 1952
 DA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0396+STABILITY: SURFACE MOTION
 DA0396
 DA0396  HISTORY     - Date     Condition        Report By
 DA0396  HISTORY     - 1952     MONUMENTED       CGS
 DA0396
 DA0396                          STATION DESCRIPTION
 DA0396
 DA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0396'33.45 MI NW FROM LUKEVILLE.
 DA0396'0.95 MILE NORTH ALONG THE SONOYTA-AJO
 DA0396'HIGHWAY FROM THE POST OFFICE AT LUKEVILLE TO JUNCTION, THENCE 14.05
 DA0396'MILES WEST TO QUITOVOQUITO AND Y JUNCTION, THENCE 14.35 MILES NORTH
 DA0396'ALONG BATES WELL ROAD TO Y JUNCTION, THENCE 4.1 MILES NORTHEAST ALONG
 DA0396'THE OLD (VERY DIM) BATES WELL ROAD TO A LARGE WASH AND END OF TRUCK
 DA0396'TRAVEL, 208 FEET SOUTHEAST OF THE CENTER OF A LARGE WASH, 19 1/2 FEET
 DA0396'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.1 FEET NORTHWEST OF A WIRE
 DA0396'FENCE, 2.2 FEET NORTHWEST OF A WITNESS POST, A BRONZE DISK BRAZED TO
 DA0396'THE TOP OF A 3 INCH IRON PIPE PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0004 ***********************************************************************
 CG0004  DESIGNATION -  D 313
 CG0004  PID         -  CG0004
 CG0004  STATE/COUNTY-  AZ/PIMA
 CG0004  USGS QUAD   -  MESCAL (1983)
 CG0004
 CG0004                         *CURRENT SURVEY CONTROL
 CG0004  ___________________________________________________________________
 CG0004* NAD 83(1986)-  31 59 05.     (N)    110 28 11.     (W)     SCALED    
 CG0004* NAVD 88     -      1206.71   (+/-2cm)    3959.0    (feet)  VERTCON   
 CG0004  ___________________________________________________________________
 CG0004  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0004
 CG0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0004
 CG0004.The horizontal coordinates were scaled from a topographic map and have
 CG0004.an estimated accuracy of +/- 6 seconds.
 CG0004
 CG0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0004.The vertical order pertains to the NGVD 29 superseded value.
 CG0004
 CG0004.The geoid height was determined by GEOID03.
 CG0004
 CG0004;                    North         East    Units  Estimated Accuracy
 CG0004;SPC AZ C     -   110,090.      350,100.      MT  (+/- 180 meters Scaled)
 CG0004
 CG0004                          SUPERSEDED SURVEY CONTROL
 CG0004
 CG0004  NGVD 29 (??/??/92) 1205.907  (m)         3956.38   (f) ADJ UNCH    1 2
 CG0004
 CG0004.Superseded values are not recommended for survey control.
 CG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0004.See file dsdata.txt to determine how the superseded data were derived.
 CG0004
 CG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA500388(NAD 83)
 CG0004_MARKER: DB = BENCH MARK DISK
 CG0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0004_SP_SET: BRIDGE
 CG0004_STAMPING: D 313 1952
 CG0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0004
 CG0004  HISTORY     - Date     Condition        Report By
 CG0004  HISTORY     - 1952     MONUMENTED       CGS
 CG0004
 CG0004                          STATION DESCRIPTION
 CG0004
 CG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0004'2.1 MI W FROM MESCAL.
 CG0004'2.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD COMPANY FROM THE
 CG0004'STATION AT MESCAL, EVEN WITH BRIDGE 1021.50, ABOUT 120 FEET NORTH OF
 CG0004'THE MAIN TRACK, AT A CONCRETE BRIDGE UNDER A SEPERATE TRACK WHICH RUNS
 CG0004'PARALLEL TO THE MAIN TRACK, SET IN TOP OF THE SOUTH CONCRETE CURBING,
 CG0004'8.5 FEET WEST OF THE EAST END OF CURBING, 3.0 FEET SOUTH OF THE SOUTH
 CG0004'RAIL OF SEPERATE TRACK, 1.7 FEET EAST OF AN EXPANSION JOINT, AND ABOUT
 CG0004'1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0193 ***********************************************************************
 ET0193  DESIGNATION -  D 314
 ET0193  PID         -  ET0193
 ET0193  STATE/COUNTY-  AZ/YAVAPAI
 ET0193  USGS QUAD   -  CLEATOR (1974)
 ET0193
 ET0193                         *CURRENT SURVEY CONTROL
 ET0193  ___________________________________________________________________
 ET0193* NAD 83(1986)-  34 20 33.     (N)    112 11 14.     (W)     SCALED    
 ET0193* NAVD 88     -      1246.09   (+/-2cm)    4088.2    (feet)  VERTCON   
 ET0193  ___________________________________________________________________
 ET0193  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 ET0193
 ET0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0193
 ET0193.The horizontal coordinates were scaled from a topographic map and have
 ET0193.an estimated accuracy of +/- 6 seconds.
 ET0193
 ET0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0193.The vertical order pertains to the NGVD 29 superseded value.
 ET0193
 ET0193.The geoid height was determined by GEOID03.
 ET0193
 ET0193;                    North         East    Units  Estimated Accuracy
 ET0193;SPC AZ C     -   370,680.      188,470.      MT  (+/- 180 meters Scaled)
 ET0193
 ET0193                          SUPERSEDED SURVEY CONTROL
 ET0193
 ET0193  NGVD 29 (??/??/92) 1245.353  (m)         4085.80   (f) ADJ UNCH    2 0
 ET0193
 ET0193.Superseded values are not recommended for survey control.
 ET0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0193.See file dsdata.txt to determine how the superseded data were derived.
 ET0193
 ET0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD908007(NAD 83)
 ET0193_MARKER: DB = BENCH MARK DISK
 ET0193_SETTING: 66 = SET IN ROCK OUTCROP
 ET0193_SP_SET: ROCK OUTCROP
 ET0193_STAMPING: D 314 1952
 ET0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0193+STABILITY: POSITION/ELEVATION WELL
 ET0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0193+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0193
 ET0193  HISTORY     - Date     Condition        Report By
 ET0193  HISTORY     - 1952     MONUMENTED       CGS
 ET0193  HISTORY     - 1974     GOOD             USGS
 ET0193  HISTORY     - 20040821 GOOD             USPSQD
 ET0193
 ET0193                          STATION DESCRIPTION
 ET0193
 ET0193'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0193'3.0 MI N FROM CORDES.
 ET0193'3.0 MILES NORTH ALONG THE COUNTY ROAD FROM THE ROAD JUNCTION AT
 ET0193'CORDES, 0.15 MILES NORTHWEST OF A CATTLE GUARD, ON THE SOUTH SLOPE OF
 ET0193'A ROCK COVERED HILL, 152 FEET NORTHEAST OF THE CENTER LINE OF AND
 ET0193'ABOUT 15 FEET HIGHER THAN THE ROAD, IN TOP OF A 2-FOOT BY 4-FOOT ROCK
 ET0193'OUTCROP PROJECTING 1 FOOT, A STANDARD DISK STAMPED D 314 1952.
 ET0193
 ET0193                          STATION RECOVERY (2004)
 ET0193
 ET0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0193'RECOVERED AS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0089 ***********************************************************************
 CZ0089  DESIGNATION -  D 315
 CZ0089  PID         -  CZ0089
 CZ0089  STATE/COUNTY-  AZ/PIMA
 CZ0089  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0089
 CZ0089                         *CURRENT SURVEY CONTROL
 CZ0089  ___________________________________________________________________
 CZ0089* NAD 83(1986)-  32 07 52.     (N)    110 44 04.     (W)     SCALED    
 CZ0089* NAVD 88     -       879.29   (+/-2cm)    2884.8    (feet)  VERTCON   
 CZ0089  ___________________________________________________________________
 CZ0089  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CZ0089
 CZ0089  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0089
 CZ0089.The horizontal coordinates were scaled from a topographic map and have
 CZ0089.an estimated accuracy of +/- 6 seconds.
 CZ0089
 CZ0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0089.The vertical order pertains to the NGVD 29 superseded value.
 CZ0089
 CZ0089.The geoid height was determined by GEOID03.
 CZ0089
 CZ0089;                    North         East    Units  Estimated Accuracy
 CZ0089;SPC AZ C     -   126,020.      324,910.      MT  (+/- 180 meters Scaled)
 CZ0089
 CZ0089                          SUPERSEDED SURVEY CONTROL
 CZ0089
 CZ0089  NGVD 29 (??/??/92)  878.595  (m)         2882.52   (f) ADJ UNCH    1 2
 CZ0089
 CZ0089.Superseded values are not recommended for survey control.
 CZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0089.See file dsdata.txt to determine how the superseded data were derived.
 CZ0089
 CZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA250549(NAD 83)
 CZ0089_MARKER: DB = BENCH MARK DISK
 CZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0089_STAMPING: D 315 1952
 CZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0089+STABILITY: SURFACE MOTION
 CZ0089
 CZ0089  HISTORY     - Date     Condition        Report By
 CZ0089  HISTORY     - 1952     MONUMENTED       CGS
 CZ0089
 CZ0089                          STATION DESCRIPTION
 CZ0089
 CZ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0089'1.0 MI S FROM THUNDERHEAD RANCH.
 CZ0089'0.5 MILE WEST ALONG THE DIRT RUNWAY FROM THE RANCH HOUSE, THENCE 0.5
 CZ0089'MILE SOUTHEAST ALONG A COUNTY GRADED ROAD, 10.3 MILES NORTH OF VAIL,
 CZ0089'ARIZONA, AT A T JUNCTION FORMED BY THE TRACK ROAD AND A GRADED COUNTY
 CZ0089'ROAD.  63.0 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY GRADED
 CZ0089'ROAD, 33 FEET SOUTHWEST OF THE FENCE CORNER, 21 FEET NORTHWEST OF THE
 CZ0089'CENTER LINE OF THE TRACK ROAD, 2.0 FEET NORTHEAST OF THE WITNESS POST,
 CZ0089'1.0 FEET SOUTHEAST OF A FENCE, SET IN A CONCRETE POST PROJECTING 0.6
 CZ0089'FEET ABOVE THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0304 ***********************************************************************
 ET0304  DESIGNATION -  D 316
 ET0304  PID         -  ET0304
 ET0304  STATE/COUNTY-  AZ/YAVAPAI
 ET0304  USGS QUAD   -  CLEATOR (1974)
 ET0304
 ET0304                         *CURRENT SURVEY CONTROL
 ET0304  ___________________________________________________________________
 ET0304* NAD 83(1986)-  34 22 07.     (N)    112 10 13.     (W)     SCALED    
 ET0304* NAVD 88     -      1286.08   (+/-2cm)    4219.4    (feet)  VERTCON   
 ET0304  ___________________________________________________________________
 ET0304  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0304
 ET0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0304
 ET0304.The horizontal coordinates were scaled from a topographic map and have
 ET0304.an estimated accuracy of +/- 6 seconds.
 ET0304
 ET0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0304.The vertical order pertains to the NGVD 29 superseded value.
 ET0304
 ET0304.The geoid height was determined by GEOID03.
 ET0304
 ET0304;                    North         East    Units  Estimated Accuracy
 ET0304;SPC AZ C     -   373,570.      190,030.      MT  (+/- 180 meters Scaled)
 ET0304
 ET0304                          SUPERSEDED SURVEY CONTROL
 ET0304
 ET0304  NGVD 29 (??/??/92) 1285.352  (m)         4217.03   (f) ADJ UNCH    2 0
 ET0304
 ET0304.Superseded values are not recommended for survey control.
 ET0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0304.See file dsdata.txt to determine how the superseded data were derived.
 ET0304
 ET0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD923036(NAD 83)
 ET0304_MARKER: DB = BENCH MARK DISK
 ET0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0304_STAMPING: D 316 1952
 ET0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0304+STABILITY: SURFACE MOTION
 ET0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0304+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 ET0304
 ET0304  HISTORY     - Date     Condition        Report By
 ET0304  HISTORY     - 1952     MONUMENTED       CGS
 ET0304  HISTORY     - 1974     GOOD             USGS
 ET0304  HISTORY     - 20040808 GOOD             USPSQD
 ET0304
 ET0304                          STATION DESCRIPTION
 ET0304
 ET0304'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0304'5.0 MI SE FROM MAYER.
 ET0304'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0304'MAYER, THENCE 0.8 MILE EAST ALONG GRADED COUNTY ROAD, AT THE JUNCTION
 ET0304'OF A ROAD LEADING SOUTHEAST, AT THE SUMMIT OF A HILL, 58 FEET SOUTH OF
 ET0304'THE CENTER LINE OF THE COUNTY ROAD, 31 FEET EAST OF THE CENTER LINE OF
 ET0304'THE ROAD LEADING SOUTHEAST 3 FEET BELOW THE ROAD, AND SET IN THE TOP
 ET0304'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
 ET0304
 ET0304                          STATION RECOVERY (2004)
 ET0304
 ET0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0304'MARK LOCATED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0870 ***********************************************************************
 CZ0870  DESIGNATION -  D 318
 CZ0870  PID         -  CZ0870
 CZ0870  STATE/COUNTY-  AZ/PIMA
 CZ0870  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0870
 CZ0870                         *CURRENT SURVEY CONTROL
 CZ0870  ___________________________________________________________________
 CZ0870* NAD 83(1986)-  32 27 16.     (N)    111 54 03.     (W)     SCALED    
 CZ0870* NAVD 88     -       520.97   (+/-2cm)    1709.2    (feet)  VERTCON   
 CZ0870  ___________________________________________________________________
 CZ0870  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ0870
 CZ0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0870
 CZ0870.The horizontal coordinates were scaled from a topographic map and have
 CZ0870.an estimated accuracy of +/- 6 seconds.
 CZ0870
 CZ0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0870.The vertical order pertains to the NGVD 29 superseded value.
 CZ0870
 CZ0870.The geoid height was determined by GEOID03.
 CZ0870
 CZ0870;                    North         East    Units  Estimated Accuracy
 CZ0870;SPC AZ C     -   161,260.      214,850.      MT  (+/- 180 meters Scaled)
 CZ0870
 CZ0870                          SUPERSEDED SURVEY CONTROL
 CZ0870
 CZ0870  NGVD 29 (??/??/92)  520.381  (m)         1707.28   (f) ADJ UNCH    2 0
 CZ0870
 CZ0870.Superseded values are not recommended for survey control.
 CZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0870.See file dsdata.txt to determine how the superseded data were derived.
 CZ0870
 CZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA153911(NAD 83)
 CZ0870_MARKER: DB = BENCH MARK DISK
 CZ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0870_STAMPING: D 318 1952
 CZ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0870+STABILITY: SURFACE MOTION
 CZ0870
 CZ0870  HISTORY     - Date     Condition        Report By
 CZ0870  HISTORY     - 1952     MONUMENTED       CGS
 CZ0870
 CZ0870                          STATION DESCRIPTION
 CZ0870
 CZ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0870'5.0 MI SE FROM KOMELIH.
 CZ0870'5.0 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0870'ABOUT 1 1/4 MILES NORTH-NORTHWEST OF A RANGE OF MOUNTAINS, 0.55 MILE
 CZ0870'NORTHWEST OF A ROAD JUNCTION, AT A SLIGHT UPGRADE GOING SOUTHWEST, AT
 CZ0870'A SMALL CLEARING, 17 FEET EAST OF THE CENTER LINE OF AND ABOUT 1/2
 CZ0870'FOOT HIGHER THAN THE ROAD, 2.6 FEET NORTHWEST OF A WITNESS POST, AND
 CZ0870'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ0870'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0062 ***********************************************************************
 DA0062  DESIGNATION -  D 319
 DA0062  PID         -  DA0062
 DA0062  STATE/COUNTY-  AZ/MARICOPA
 DA0062  USGS QUAD   -  KAKA NW (1986)
 DA0062
 DA0062                         *CURRENT SURVEY CONTROL
 DA0062  ___________________________________________________________________
 DA0062* NAD 83(1986)-  32 44 26.     (N)    112 22 48.     (W)     SCALED    
 DA0062* NAVD 88     -       845.27   (+/-2cm)    2773.2    (feet)  VERTCON   
 DA0062  ___________________________________________________________________
 DA0062  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0062
 DA0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0062
 DA0062.The horizontal coordinates were scaled from a topographic map and have
 DA0062.an estimated accuracy of +/- 6 seconds.
 DA0062
 DA0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0062.The vertical order pertains to the NGVD 29 superseded value.
 DA0062
 DA0062.The geoid height was determined by GEOID03.
 DA0062
 DA0062;                    North         East    Units  Estimated Accuracy
 DA0062;SPC AZ C     -   193,080.      169,940.      MT  (+/- 180 meters Scaled)
 DA0062
 DA0062                          SUPERSEDED SURVEY CONTROL
 DA0062
 DA0062  NGVD 29 (??/??/92)  844.551  (m)         2770.83   (f) ADJ UNCH    2 0
 DA0062
 DA0062.Superseded values are not recommended for survey control.
 DA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0062.See file dsdata.txt to determine how the superseded data were derived.
 DA0062
 DA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB707233(NAD 83)
 DA0062_MARKER: DB = BENCH MARK DISK
 DA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0062_STAMPING: D 319 1952
 DA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0062+STABILITY: SURFACE MOTION
 DA0062
 DA0062  HISTORY     - Date     Condition        Report By
 DA0062  HISTORY     - 1952     MONUMENTED       CGS
 DA0062
 DA0062                          STATION DESCRIPTION
 DA0062
 DA0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0062'2.7 MI NW FROM STOUTS WELL.
 DA0062'2.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0062'AT A POINT WHERE THE ROAD FOLLOWS A WASH, AT A POINT WHERE THE WASH
 DA0062'MAKES AN S CURVE, ON THE OUTSIDE OF THE CURVE, ON THE WEST BANK OF THE
 DA0062'WASH, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF
 DA0062'THE EAST, ONE OF 3 SMALL IRONWOOD TREES, 2.2 FEET EAST OF A WITNESS
 DA0062'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0062'THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0112 ***********************************************************************
 GO0112  DESIGNATION -  D 32
 GO0112  PID         -  GO0112
 GO0112  STATE/COUNTY-  AZ/APACHE
 GO0112  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0112
 GO0112                         *CURRENT SURVEY CONTROL
 GO0112  ___________________________________________________________________
 GO0112* NAD 83(1986)-  36 28 45.     (N)    109 52 38.     (W)     SCALED    
 GO0112* NAVD 88     -      1741.418  (meters)    5713.30   (feet)  ADJUSTED  
 GO0112  ___________________________________________________________________
 GO0112  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0112  DYNAMIC HT  -        1739.208 (meters)    5706.05  (feet)  COMP
 GO0112  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 GO0112
 GO0112  VERT ORDER  -  FIRST     CLASS II
 GO0112
 GO0112.The horizontal coordinates were scaled from a topographic map and have
 GO0112.an estimated accuracy of +/- 6 seconds.
 GO0112
 GO0112.The orthometric height was determined by differential leveling
 GO0112.and adjusted by the National Geodetic Survey in June 1991..
 GO0112
 GO0112.The geoid height was determined by GEOID03.
 GO0112
 GO0112.The dynamic height is computed by dividing the NAVD 88
 GO0112.geopotential number by the normal gravity value computed on the
 GO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0112.degrees latitude (g = 980.6199 gals.).
 GO0112
 GO0112.The modeled gravity was interpolated from observed gravity values.
 GO0112
 GO0112;                    North         East    Units  Estimated Accuracy
 GO0112;SPC AZ E     -   607,720.      239,300.      MT  (+/- 180 meters Scaled)
 GO0112
 GO0112                          SUPERSEDED SURVEY CONTROL
 GO0112
 GO0112  NGVD 29 (??/??/92) 1740.460  (m)         5710.16   (f) ADJ UNCH    1 2
 GO0112
 GO0112.Superseded values are not recommended for survey control.
 GO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0112.See file dsdata.txt to determine how the superseded data were derived.
 GO0112
 GO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF005376(NAD 83)
 GO0112_MARKER: DB = BENCH MARK DISK
 GO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0112_STAMPING: D-32 1933
 GO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0112+STABILITY: SURFACE MOTION
 GO0112
 GO0112  HISTORY     - Date     Condition        Report By
 GO0112  HISTORY     - 1933     MONUMENTED       CGS
 GO0112
 GO0112                          STATION DESCRIPTION
 GO0112
 GO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0112'34.0 MI SE FROM KAYENTA.
 GO0112'34.0 MILES SOUTH EAST OF THE POST OFFICE ALONG CHIN LEE-KAYENTA ROAD.
 GO0112'3.5 MILES NORTH WEST OF THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS.
 GO0112'AT CREST OF RISE, SET 60 FEET NORTH EAST OF BEGINNING OF CURVE TO
 GO0112'SOUTHEAST AND 18 FEET EAST OF THE CENTER LINE OF THE ROAD AND ON SAME
 GO0112'LEVEL, AND 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0577 ***********************************************************************
 DA0577  DESIGNATION -  D 320
 DA0577  PID         -  DA0577
 DA0577  STATE/COUNTY-  AZ/MARICOPA
 DA0577  USGS QUAD   -  THEBA (1973)
 DA0577
 DA0577                         *CURRENT SURVEY CONTROL
 DA0577  ___________________________________________________________________
 DA0577* NAD 83(1986)-  32 53 54.     (N)    112 54 28.     (W)     SCALED    
 DA0577* NAVD 88     -       223.60   (+/-2cm)     733.6    (feet)  VERTCON   
 DA0577  ___________________________________________________________________
 DA0577  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0577
 DA0577  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0577
 DA0577.The horizontal coordinates were scaled from a topographic map and have
 DA0577.an estimated accuracy of +/- 6 seconds.
 DA0577
 DA0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0577.The vertical order pertains to the NGVD 29 superseded value.
 DA0577
 DA0577.The geoid height was determined by GEOID03.
 DA0577
 DA0577;                    North         East    Units  Estimated Accuracy
 DA0577;SPC AZ C     -   210,910.      120,640.      MT  (+/- 180 meters Scaled)
 DA0577
 DA0577                          SUPERSEDED SURVEY CONTROL
 DA0577
 DA0577  NGVD 29 (??/??/92)  223.037  (m)          731.75   (f) ADJ UNCH    1 2
 DA0577
 DA0577.Superseded values are not recommended for survey control.
 DA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0577.See file dsdata.txt to determine how the superseded data were derived.
 DA0577
 DA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB215416(NAD 83)
 DA0577_MARKER: DB = BENCH MARK DISK
 DA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0577_STAMPING: D 320 1952
 DA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0577+STABILITY: SURFACE MOTION
 DA0577
 DA0577  HISTORY     - Date     Condition        Report By
 DA0577  HISTORY     - 1952     MONUMENTED       CGS
 DA0577  HISTORY     - 1973     GOOD             USGS
 DA0577
 DA0577                          STATION DESCRIPTION
 DA0577
 DA0577'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0577'0.9 MI W FROM THEBA.
 DA0577'FROM THE SCHOOL AT THEBA, WEST 0.35 MILE ON FRONTAGE ROAD TO T-ROAD
 DA0577'SOUTH, TURN LEFT SOUTH 0.65 MILE CROSSING TRACKS TO CROSS ROAD, TURN
 DA0577'LEFT EAST 0.15 MILE TO RD. FORK TURN RIGHT SOUTH 0.3 MILE TO BRIDGE
 DA0577'OVER CANAL, CROSS OVER CANAL TO DIRT LANDING STRIP. PROCEED SW ABOUT
 DA0577'1.0 MILES ALONG THE NE-SW RUNWAY WHICH PARALLELS THE CANAL TO THE END
 DA0577'OF RUNWAY.  ABOUT 25 FT. SW OF THE SE CORNER OF RUNWAY.  A STANDARD
 DA0577'DISK STAMPED D 320 1952 SET IN A CONCRETE POST PROJECTING 0.2 ABOVE
 DA0577'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0586 ***********************************************************************
 DA0586  DESIGNATION -  D 321
 DA0586  PID         -  DA0586
 DA0586  STATE/COUNTY-  AZ/MARICOPA
 DA0586  USGS QUAD   -  SMURR (1973)
 DA0586
 DA0586                         *CURRENT SURVEY CONTROL
 DA0586  ___________________________________________________________________
 DA0586* NAD 83(1986)-  32 52 57.     (N)    112 48 35.     (W)     SCALED    
 DA0586* NAVD 88     -       246.71   (+/-2cm)     809.4    (feet)  VERTCON   
 DA0586  ___________________________________________________________________
 DA0586  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0586
 DA0586  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0586
 DA0586.The horizontal coordinates were scaled from a topographic map and have
 DA0586.an estimated accuracy of +/- 6 seconds.
 DA0586
 DA0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0586.The vertical order pertains to the NGVD 29 superseded value.
 DA0586
 DA0586.The geoid height was determined by GEOID03.
 DA0586
 DA0586;                    North         East    Units  Estimated Accuracy
 DA0586;SPC AZ C     -   209,080.      129,800.      MT  (+/- 180 meters Scaled)
 DA0586
 DA0586                          SUPERSEDED SURVEY CONTROL
 DA0586
 DA0586  NGVD 29 (??/??/92)  246.124  (m)          807.49   (f) ADJ UNCH    1 2
 DA0586
 DA0586.Superseded values are not recommended for survey control.
 DA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0586.See file dsdata.txt to determine how the superseded data were derived.
 DA0586
 DA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB307397(NAD 83)
 DA0586_MARKER: DB = BENCH MARK DISK
 DA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0586_STAMPING: D 321 1952
 DA0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0586+STABILITY: SURFACE MOTION
 DA0586
 DA0586  HISTORY     - Date     Condition        Report By
 DA0586  HISTORY     - 1952     MONUMENTED       CGS
 DA0586
 DA0586                          STATION DESCRIPTION
 DA0586
 DA0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0586'8.7 MI SW FROM GILA BEND.
 DA0586'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0586'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0586'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 2.6 MILES SOUTHWEST
 DA0586'TO THE AIR FIELD, THENCE 0.6 MILE EAST ALONG THE EAST-WEST RUNWAY OF
 DA0586'THE AIR FIELD TO THE EAST END OF THE FIELD, 1.8 FEET SOUTHWEST OF A
 DA0586'WITNESS POST, 13.6 FEET NORTHEAST OF THE NORTH EDGE OF THE EAST-WEST
 DA0586'RUNWAY, 102 FEET WEST OF THE EAST CORNER OF THE FIELD, AND SET IN TOP
 DA0586'OF A CONCRETE POST LEVEL WITH THE GROUND AND RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0840 ***********************************************************************
 DV0840  DESIGNATION -  D 322
 DV0840  PID         -  DV0840
 DV0840  STATE/COUNTY-  AZ/MARICOPA
 DV0840  USGS QUAD   -  HASSAYAMPA (1978)
 DV0840
 DV0840                         *CURRENT SURVEY CONTROL
 DV0840  ___________________________________________________________________
 DV0840* NAD 83(1986)-  33 22 19.     (N)    112 40 04.     (W)     SCALED    
 DV0840* NAVD 88     -       272.433  (meters)     893.81   (feet)  ADJUSTED  
 DV0840  ___________________________________________________________________
 DV0840  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DV0840  DYNAMIC HT  -         272.119 (meters)     892.78  (feet)  COMP
 DV0840  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 DV0840
 DV0840  VERT ORDER  -  FIRST     CLASS II
 DV0840
 DV0840.The horizontal coordinates were scaled from a topographic map and have
 DV0840.an estimated accuracy of +/- 6 seconds.
 DV0840
 DV0840.The orthometric height was determined by differential leveling
 DV0840.and adjusted by the National Geodetic Survey in November 1993..
 DV0840
 DV0840.The geoid height was determined by GEOID03.
 DV0840
 DV0840.The dynamic height is computed by dividing the NAVD 88
 DV0840.geopotential number by the normal gravity value computed on the
 DV0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0840.degrees latitude (g = 980.6199 gals.).
 DV0840
 DV0840.The modeled gravity was interpolated from observed gravity values.
 DV0840
 DV0840;                    North         East    Units  Estimated Accuracy
 DV0840;SPC AZ C     -   263,250.      143,470.      MT  (+/- 180 meters Scaled)
 DV0840
 DV0840                          SUPERSEDED SURVEY CONTROL
 DV0840
 DV0840  NGVD 29 (??/??/92)  271.804  (m)          891.74   (f) ADJ UNCH    1 2
 DV0840
 DV0840.Superseded values are not recommended for survey control.
 DV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0840.See file dsdata.txt to determine how the superseded data were derived.
 DV0840
 DV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB448937(NAD 83)
 DV0840_MARKER: DB = BENCH MARK DISK
 DV0840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0840_SP_SET: HEADWALL
 DV0840_STAMPING: D 322 1952
 DV0840_MARK LOGO: CGS   
 DV0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0840+STABILITY: SURFACE MOTION
 DV0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0840+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DV0840
 DV0840  HISTORY     - Date     Condition        Report By
 DV0840  HISTORY     - 1952     MONUMENTED       CGS
 DV0840  HISTORY     - 1962     GOOD             NGS
 DV0840  HISTORY     - 19920316 GOOD             NGS
 DV0840  HISTORY     - 20040819 GOOD             DEWDAV
 DV0840
 DV0840                          STATION DESCRIPTION
 DV0840
 DV0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0840'4.9 MI W FROM BUCKEYE.
 DV0840'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0840'STATION AT BUCKEYE, 5 TELEPHONE POLES WEST OF MILEPOST 871, IN TOP OF
 DV0840'THE NORTH CONCRETE HEADWALL OF A CULVERT, 21 FEET SOUTHWEST OF A
 DV0840'TELEPHONE POLE, 19.8 FEET NORTH OF THE NORTH RAIL, AND DRILL A HOLE IN
 DV0840'THE CULVERT ABOUT 0.8 FOOT LOWER THAN THE TRACK.
 DV0840
 DV0840                          STATION RECOVERY (1962)
 DV0840
 DV0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0840'RECOVERED IN GOOD CONDITION.
 DV0840
 DV0840                          STATION RECOVERY (1992)
 DV0840
 DV0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0840'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0840'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0840'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0840'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0840'SOUTHERLY ALONG WILSON AVENUE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 DV0840'THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 1.2 M (3.9 FT) EAST OF
 DV0840'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 6.3 M (20.7
 DV0840'FT) NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DV0840'TRACK.
 DV0840
 DV0840                          STATION RECOVERY (2004)
 DV0840
 DV0840'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 DV0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0452 ***********************************************************************
 CY0452  DESIGNATION -  D 324
 CY0452  PID         -  CY0452
 CY0452  STATE/COUNTY-  AZ/COCHISE
 CY0452  USGS QUAD   -  LUZENA (1979)
 CY0452
 CY0452                         *CURRENT SURVEY CONTROL
 CY0452  ___________________________________________________________________
 CY0452* NAD 83(1986)-  32 20 09.     (N)    109 31 09.     (W)     SCALED    
 CY0452* NAVD 88     -      1166.79   (+/-2cm)    3828.0    (feet)  VERTCON   
 CY0452  ___________________________________________________________________
 CY0452  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0452
 CY0452  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0452
 CY0452.The horizontal coordinates were scaled from a topographic map and have
 CY0452.an estimated accuracy of +/- 6 seconds.
 CY0452
 CY0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0452.The vertical order pertains to the NGVD 29 superseded value.
 CY0452
 CY0452.The geoid height was determined by GEOID03.
 CY0452
 CY0452;                    North         East    Units  Estimated Accuracy
 CY0452;SPC AZ E     -   148,290.      274,320.      MT  (+/- 180 meters Scaled)
 CY0452
 CY0452                          SUPERSEDED SURVEY CONTROL
 CY0452
 CY0452  NGVD 29 (??/??/92) 1166.039  (m)         3825.58   (f) ADJ UNCH    1 2
 CY0452
 CY0452.Superseded values are not recommended for survey control.
 CY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0452.See file dsdata.txt to determine how the superseded data were derived.
 CY0452
 CY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA393786(NAD 83)
 CY0452_MARKER: DB = BENCH MARK DISK
 CY0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0452_SP_SET: BRIDGE
 CY0452_STAMPING: D 324 1952
 CY0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0452
 CY0452  HISTORY     - Date     Condition        Report By
 CY0452  HISTORY     - 1952     MONUMENTED       CGS
 CY0452  HISTORY     - 1960     GOOD             NGS
 CY0452
 CY0452                          STATION DESCRIPTION
 CY0452
 CY0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0452'1.95 MI W FROM BOWIE.
 CY0452'1.95 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0452'STATION AT BOWIE, ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CY0452'ABUTMENT OF BRIDGE NUMBER 1096.45, 127.0 FEET SOUTH OF THE CENTER LINE
 CY0452'OF THE ROAD, 114.0 FEET SOUTH OF A FENCE, 7 1/2 FEET NORTH OF THE
 CY0452'NORTH RAIL, 2.7 FEET NORTH OF A GUARD RAIL, 0.7 FOOT EAST OF THE WEST
 CY0452'EDGE OF THE BRIDGE, ABOUT 1.0 FOOT LOWER THAN THE TRACK.
 CY0452
 CY0452                          STATION RECOVERY (1960)
 CY0452
 CY0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0375 ***********************************************************************
 CY0375  DESIGNATION -  D 325
 CY0375  PID         -  CY0375
 CY0375  STATE/COUNTY-  AZ/COCHISE
 CY0375  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0375
 CY0375                         *CURRENT SURVEY CONTROL
 CY0375  ___________________________________________________________________
 CY0375* NAD 83(1986)-  32 09 32.     (N)    109 53 38.     (W)     SCALED    
 CY0375* NAVD 88     -      1261.26   (+/-2cm)    4138.0    (feet)  VERTCON   
 CY0375  ___________________________________________________________________
 CY0375  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0375
 CY0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0375
 CY0375.The horizontal coordinates were scaled from a topographic map and have
 CY0375.an estimated accuracy of +/- 6 seconds.
 CY0375
 CY0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0375.The vertical order pertains to the NGVD 29 superseded value.
 CY0375
 CY0375.The geoid height was determined by GEOID03.
 CY0375
 CY0375;                    North         East    Units  Estimated Accuracy
 CY0375;SPC AZ E     -   128,520.      239,090.      MT  (+/- 180 meters Scaled)
 CY0375
 CY0375                          SUPERSEDED SURVEY CONTROL
 CY0375
 CY0375  NGVD 29 (??/??/92) 1260.517  (m)         4135.55   (f) ADJ UNCH    1 2
 CY0375
 CY0375.Superseded values are not recommended for survey control.
 CY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0375.See file dsdata.txt to determine how the superseded data were derived.
 CY0375
 CY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA043585(NAD 83)
 CY0375_MARKER: DB = BENCH MARK DISK
 CY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0375_STAMPING: D 325 1952
 CY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0375+STABILITY: SURFACE MOTION
 CY0375
 CY0375  HISTORY     - Date     Condition        Report By
 CY0375  HISTORY     - 1952     MONUMENTED       CGS
 CY0375  HISTORY     - 1958     GOOD             NGS
 CY0375  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0375
 CY0375                          STATION DESCRIPTION
 CY0375
 CY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CY0375'3.5 MI NE FROM COCHISE.
 CY0375'3.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0375'STATION AT COCHISE, COCHISE COUNTY, 0.35 MILES NORTHEAST OF MILEPOST
 CY0375'1067.  98 FEET NORTHWEST OF THE NORTHWEST RAIL.  58 FEET SOUTHEAST OF
 CY0375'THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK STAMPED, D 325
 CY0375'1952 AND SET IN THE TOP OF A CONCRETE POST.
 CY0375
 CY0375                          STATION RECOVERY (1979)
 CY0375
 CY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0375'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK WAS DESTROYED
 CY0375'OR COVERED UP BY THE CONSTRUCTION OF A RAILROAD DUST BLIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0034 ***********************************************************************
 CG0034  DESIGNATION -  D 326
 CG0034  PID         -  CG0034
 CG0034  STATE/COUNTY-  AZ/COCHISE
 CG0034  USGS QUAD   -  SAINT DAVID (1973)
 CG0034
 CG0034                         *CURRENT SURVEY CONTROL
 CG0034  ___________________________________________________________________
 CG0034* NAD 83(1986)-  31 57 06.     (N)    110 10 55.     (W)     SCALED    
 CG0034* NAVD 88     -      1233.80   (+/-2cm)    4047.9    (feet)  VERTCON   
 CG0034  ___________________________________________________________________
 CG0034  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CG0034
 CG0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0034
 CG0034.The horizontal coordinates were scaled from a topographic map and have
 CG0034.an estimated accuracy of +/- 6 seconds.
 CG0034
 CG0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0034.The vertical order pertains to the NGVD 29 superseded value.
 CG0034
 CG0034.The geoid height was determined by GEOID03.
 CG0034
 CG0034;                    North         East    Units  Estimated Accuracy
 CG0034;SPC AZ E     -   105,510.      211,920.      MT  (+/- 180 meters Scaled)
 CG0034
 CG0034                          SUPERSEDED SURVEY CONTROL
 CG0034
 CG0034  NGVD 29 (??/??/92) 1232.971  (m)         4045.17   (f) ADJ UNCH    1 2
 CG0034
 CG0034.Superseded values are not recommended for survey control.
 CG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0034.See file dsdata.txt to determine how the superseded data were derived.
 CG0034
 CG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA773353(NAD 83)
 CG0034_MARKER: DB = BENCH MARK DISK
 CG0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0034_SP_SET: FOUNDATION
 CG0034_STAMPING: D 326 1952
 CG0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0034
 CG0034  HISTORY     - Date     Condition        Report By
 CG0034  HISTORY     - 1952     MONUMENTED       CGS
 CG0034
 CG0034                          STATION DESCRIPTION
 CG0034
 CG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0034'8.7 MI E FROM BENSON.
 CG0034'8.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0034'STATION AT BENSON, 0.5 MILE EAST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0034'0.4 MILE EAST OF MILEPOLE 1041, 0.15 MILE WEST OF A RAILROAD CROSSING,
 CG0034'AT THE WATER TANK, IN TOP OF THE NORTHEAST ONE OF THE TWO NORTH
 CG0034'CONCRETE FOUNDATIONS FOR THE LEGS OF THE WATER TANK, 78.0 FEET EAST OF
 CG0034'THE NORTHEAST CORNER PUMP HOUSE BUILDING, 66.0 FEET SOUTH OF THE SOUTH
 CG0034'RAIL OF THE MAIN TRACK, 0.3 FOOT NORTHWEST OF THE NORTHWEST CORNER OF
 CG0034'THE STEEL BASE OF THE LEG, ABOUT LEVEL WITH THE TRACK (MAIN), AND SET
 CG0034'IN A CONCRETE FOUNDATION 1.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0199 ***********************************************************************
 DU0199  DESIGNATION -  D 327
 DU0199  PID         -  DU0199
 DU0199  STATE/COUNTY-  AZ/GRAHAM
 DU0199  USGS QUAD   -  CALVA (1989)
 DU0199
 DU0199                         *CURRENT SURVEY CONTROL
 DU0199  ___________________________________________________________________
 DU0199* NAD 83(1986)-  33 13 00.     (N)    110 10 01.     (W)     SCALED    
 DU0199* NAVD 88     -       917.235  (meters)    3009.30   (feet)  ADJUSTED  
 DU0199  ___________________________________________________________________
 DU0199  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DU0199  DYNAMIC HT  -         915.978 (meters)    3005.17  (feet)  COMP
 DU0199  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DU0199
 DU0199  VERT ORDER  -  SECOND    CLASS 0
 DU0199
 DU0199.The horizontal coordinates were scaled from a topographic map and have
 DU0199.an estimated accuracy of +/- 6 seconds.
 DU0199
 DU0199.The orthometric height was determined by differential leveling
 DU0199.and adjusted by the National Geodetic Survey in June 1991..
 DU0199
 DU0199.The geoid height was determined by GEOID03.
 DU0199
 DU0199.The dynamic height is computed by dividing the NAVD 88
 DU0199.geopotential number by the normal gravity value computed on the
 DU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0199.degrees latitude (g = 980.6199 gals.).
 DU0199
 DU0199.The modeled gravity was interpolated from observed gravity values.
 DU0199
 DU0199;                    North         East    Units  Estimated Accuracy
 DU0199;SPC AZ E     -   245,780.      213,330.      MT  (+/- 180 meters Scaled)
 DU0199
 DU0199                          SUPERSEDED SURVEY CONTROL
 DU0199
 DU0199  NGVD 29 (??/??/92)  916.640  (m)         3007.34   (f) ADJ UNCH    2 0
 DU0199
 DU0199.Superseded values are not recommended for survey control.
 DU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0199.See file dsdata.txt to determine how the superseded data were derived.
 DU0199
 DU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB776756(NAD 83)
 DU0199_MARKER: DB = BENCH MARK DISK
 DU0199_SETTING: 66 = SET IN ROCK OUTCROP
 DU0199_SP_SET: BEDROCK
 DU0199_STAMPING: D 327 1952
 DU0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0199+STABILITY: POSITION/ELEVATION WELL
 DU0199
 DU0199  HISTORY     - Date     Condition        Report By
 DU0199  HISTORY     - 1952     MONUMENTED       CGS
 DU0199
 DU0199                          STATION DESCRIPTION
 DU0199
 DU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0199'3.4 MI NE FROM CALVA.
 DU0199'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0199'COMPANY RAILROAD STATION AT CALVA, THENCE 2.9 MILE NORTHEAST ALONG THE
 DU0199'CALVA - ASH CREEK ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL
 DU0199'WASH, ON THE NORTHWEST SLOPE OF A HILL, 41 FEET SOUTHWEST OF THE
 DU0199'APPROXIMATE CENTER OF THE WASH, 13 FEET SOUTHEAST OF THE CENTER LINE
 DU0199'OF THE ROAD, 1 1/2 FEET NORTHWEST OF A CAIRN, ABOUT 1 1/2 FEET HIGHER
 DU0199'THAN THE ROAD, AND SET IN THE TOP OF A WHITE SANDSTONE BEDROCK ABOUT
 DU0199'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0387 ***********************************************************************
 ES0387  DESIGNATION -  D 329
 ES0387  PID         -  ES0387
 ES0387  STATE/COUNTY-  AZ/YAVAPAI
 ES0387  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0387
 ES0387                         *CURRENT SURVEY CONTROL
 ES0387  ___________________________________________________________________
 ES0387* NAD 83(1986)-  34 21 03.     (N)    111 41 19.     (W)     SCALED    
 ES0387* NAVD 88     -      1025.24   (+/-2cm)    3363.6    (feet)  VERTCON   
 ES0387  ___________________________________________________________________
 ES0387  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0387
 ES0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0387
 ES0387.The horizontal coordinates were scaled from a topographic map and have
 ES0387.an estimated accuracy of +/- 6 seconds.
 ES0387
 ES0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0387.The vertical order pertains to the NGVD 29 superseded value.
 ES0387
 ES0387.The geoid height was determined by GEOID03.
 ES0387
 ES0387;                    North         East    Units  Estimated Accuracy
 ES0387;SPC AZ C     -   371,590.      234,340.      MT  (+/- 180 meters Scaled)
 ES0387
 ES0387                          SUPERSEDED SURVEY CONTROL
 ES0387
 ES0387  NGVD 29 (??/??/92) 1024.536  (m)         3361.33   (f) ADJ UNCH    2 0
 ES0387
 ES0387.Superseded values are not recommended for survey control.
 ES0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0387.See file dsdata.txt to determine how the superseded data were derived.
 ES0387
 ES0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD366012(NAD 83)
 ES0387_MARKER: DB = BENCH MARK DISK
 ES0387_SETTING: 66 = SET IN ROCK OUTCROP
 ES0387_SP_SET: ROCK OUTCROP
 ES0387_STAMPING: D 329 1952
 ES0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0387+STABILITY: POSITION/ELEVATION WELL
 ES0387
 ES0387  HISTORY     - Date     Condition        Report By
 ES0387  HISTORY     - 1952     MONUMENTED       CGS
 ES0387
 ES0387                          STATION DESCRIPTION
 ES0387
 ES0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0387'2.3 MI NE FROM VERDE HOT SPRINGS.
 ES0387'2.3 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0387'HOTEL, IN THE TOP OF A 4-FOOT BY 5-FOOT BROWN ROCK OUTCROP PROJECTING
 ES0387'2 1/2 FEET ABOVE THE GROUND, 0.2 MILE SOUTH OF A DOUBLE POWER LINE
 ES0387'POLE, 65 YARDS NORTH OF A POWER LINE CROSSING THE ROAD, 119 FEET NORTH
 ES0387'OF THE END OF THE CENTER LINE OF A CORRUGATED METAL PIPE CULVERT, 59
 ES0387'FEET WEST OF THE CENTER LINE AND ABOUT 7 FEET LOWER THAN THE ROAD, AND
 ES0387'10.6 FEET NORTHEAST OF A JUNIPER BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0136 ***********************************************************************
 GO0136  DESIGNATION -  D 33
 GO0136  PID         -  GO0136
 GO0136  STATE/COUNTY-  AZ/APACHE
 GO0136  USGS QUAD   -  CHINLE (1982)
 GO0136
 GO0136                         *CURRENT SURVEY CONTROL
 GO0136  ___________________________________________________________________
 GO0136* NAD 83(1986)-  36 09 13.     (N)    109 32 58.     (W)     SCALED    
 GO0136* NAVD 88     -      1680.105  (meters)    5512.14   (feet)  ADJUSTED  
 GO0136  ___________________________________________________________________
 GO0136  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 GO0136  DYNAMIC HT  -        1678.001 (meters)    5505.24  (feet)  COMP
 GO0136  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 GO0136
 GO0136  VERT ORDER  -  FIRST     CLASS II
 GO0136
 GO0136.The horizontal coordinates were scaled from a topographic map and have
 GO0136.an estimated accuracy of +/- 6 seconds.
 GO0136
 GO0136.The orthometric height was determined by differential leveling
 GO0136.and adjusted by the National Geodetic Survey in June 1991..
 GO0136
 GO0136.The geoid height was determined by GEOID03.
 GO0136
 GO0136.The dynamic height is computed by dividing the NAVD 88
 GO0136.geopotential number by the normal gravity value computed on the
 GO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0136.degrees latitude (g = 980.6199 gals.).
 GO0136
 GO0136.The modeled gravity was interpolated from observed gravity values.
 GO0136
 GO0136;                    North         East    Units  Estimated Accuracy
 GO0136;SPC AZ E     -   571,730.      268,900.      MT  (+/- 180 meters Scaled)
 GO0136
 GO0136                          SUPERSEDED SURVEY CONTROL
 GO0136
 GO0136  NGVD 29 (??/??/92) 1679.236  (m)         5509.29   (f) ADJ UNCH    1 2
 GO0136
 GO0136.Superseded values are not recommended for survey control.
 GO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0136.See file dsdata.txt to determine how the superseded data were derived.
 GO0136
 GO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF304019(NAD 83)
 GO0136_MARKER: DB = BENCH MARK DISK
 GO0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0136_SP_SET: BUILDING
 GO0136_STAMPING: D-33 1933
 GO0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0136
 GO0136  HISTORY     - Date     Condition        Report By
 GO0136  HISTORY     - 1933     MONUMENTED       CGS
 GO0136  HISTORY     - 1934     GOOD             NGS
 GO0136
 GO0136                          STATION DESCRIPTION
 GO0136
 GO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0136'IN CHIN LEE.
 GO0136'AT CHIN LEE SET IN CENTER OF NORTH-EAST WALL OF SANDSTONE SCHOOL
 GO0136'HOUSE, ACROSS THE STREET FROM POST OFFICE.  SET VERTICAL ABOUT 4 FEET
 GO0136'HIGH.
 GO0136
 GO0136                          STATION RECOVERY (1934)
 GO0136
 GO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0393 ***********************************************************************
 ES0393  DESIGNATION -  D 330
 ES0393  PID         -  ES0393
 ES0393  STATE/COUNTY-  AZ/YAVAPAI
 ES0393  USGS QUAD   -  ARNOLD MESA (1967)
 ES0393
 ES0393                         *CURRENT SURVEY CONTROL
 ES0393  ___________________________________________________________________
 ES0393* NAD 83(1986)-  34 29 23.     (N)    111 58 25.     (W)     SCALED    
 ES0393* NAVD 88     -      1421.13   (+/-2cm)    4662.5    (feet)  VERTCON   
 ES0393  ___________________________________________________________________
 ES0393  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ES0393
 ES0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0393
 ES0393.The horizontal coordinates were scaled from a topographic map and have
 ES0393.an estimated accuracy of +/- 6 seconds.
 ES0393
 ES0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0393.The vertical order pertains to the NGVD 29 superseded value.
 ES0393
 ES0393.The geoid height was determined by GEOID03.
 ES0393
 ES0393;                    North         East    Units  Estimated Accuracy
 ES0393;SPC AZ C     -   386,970.      208,130.      MT  (+/- 180 meters Scaled)
 ES0393
 ES0393                          SUPERSEDED SURVEY CONTROL
 ES0393
 ES0393  NGVD 29 (??/??/92) 1420.321  (m)         4659.84   (f) ADJ UNCH    2 0
 ES0393
 ES0393.Superseded values are not recommended for survey control.
 ES0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0393.See file dsdata.txt to determine how the superseded data were derived.
 ES0393
 ES0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD106168(NAD 83)
 ES0393_MARKER: DB = BENCH MARK DISK
 ES0393_SETTING: 66 = SET IN ROCK OUTCROP
 ES0393_SP_SET: RED OUTCROP
 ES0393_STAMPING: D 330 1952
 ES0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0393+STABILITY: POSITION/ELEVATION WELL
 ES0393
 ES0393  HISTORY     - Date     Condition        Report By
 ES0393  HISTORY     - 1952     MONUMENTED       CGS
 ES0393
 ES0393                          STATION DESCRIPTION
 ES0393
 ES0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0393'15.3 MI SW FROM CHERRY.
 ES0393'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0393'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0393'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0393'TRACK ROAD, AT ROCKY WASH CROSSING A JEEP TRAIL AND THE END OF A TRUCK
 ES0393'TRAVEL, SET ON TOP AND APPROXIMATE CENTER OF A 9-FOOT BY 6-FOOT RED
 ES0393'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, ON THE NORTHEAST SLOPE OF
 ES0393'A HILL, ABOUT 52 YARDS SOUTHWEST OF THE JUNCTION OF THE TRACK ROAD AND
 ES0393'JEEP TRAIL LEADING SOUTH NEAR THE LETTERS PAINTED IN WHITE BM, 10 FEET
 ES0393'SOUTHWEST OF THE CENTER OF THE WASH, 9 FEET NORTH OF THE CENTER LINE
 ES0393'OF AND ABOUT LEVEL WITH THE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0537 ***********************************************************************
 DA0537  DESIGNATION -  D 332
 DA0537  PID         -  DA0537
 DA0537  STATE/COUNTY-  AZ/MARICOPA
 DA0537  USGS QUAD   -  DEADMAN GAP (1986)
 DA0537
 DA0537                         *CURRENT SURVEY CONTROL
 DA0537  ___________________________________________________________________
 DA0537* NAD 83(1986)-  32 37 12.     (N)    112 51 09.     (W)     SCALED    
 DA0537* NAVD 88     -       358.919  (meters)    1177.55   (feet)  ADJUSTED  
 DA0537  ___________________________________________________________________
 DA0537  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0537  DYNAMIC HT  -         358.480 (meters)    1176.11  (feet)  COMP
 DA0537  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 DA0537
 DA0537  VERT ORDER  -  FIRST     CLASS II
 DA0537
 DA0537.The horizontal coordinates were scaled from a topographic map and have
 DA0537.an estimated accuracy of +/- 6 seconds.
 DA0537
 DA0537.The orthometric height was determined by differential leveling
 DA0537.and adjusted by the National Geodetic Survey in June 1991..
 DA0537
 DA0537.The geoid height was determined by GEOID03.
 DA0537
 DA0537.The dynamic height is computed by dividing the NAVD 88
 DA0537.geopotential number by the normal gravity value computed on the
 DA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0537.degrees latitude (g = 980.6199 gals.).
 DA0537
 DA0537.The modeled gravity was interpolated from observed gravity values.
 DA0537
 DA0537;                    North         East    Units  Estimated Accuracy
 DA0537;SPC AZ C     -   180,000.      125,540.      MT  (+/- 180 meters Scaled)
 DA0537
 DA0537                          SUPERSEDED SURVEY CONTROL
 DA0537
 DA0537  NGVD 29 (??/??/92)  358.275  (m)         1175.44   (f) ADJ UNCH    1 2
 DA0537
 DA0537.Superseded values are not recommended for survey control.
 DA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0537.See file dsdata.txt to determine how the superseded data were derived.
 DA0537
 DA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261106(NAD 83)
 DA0537_MARKER: DB = BENCH MARK DISK
 DA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0537_STAMPING: D 332 1953
 DA0537_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0537+STABILITY: SURFACE MOTION
 DA0537
 DA0537  HISTORY     - Date     Condition        Report By
 DA0537  HISTORY     - 1953     MONUMENTED       CGS
 DA0537  HISTORY     - 1980     GOOD             NGS
 DA0537
 DA0537                          STATION DESCRIPTION
 DA0537
 DA0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0537'19.0 MI N FROM AJO.
 DA0537'19.0 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0537'FROM THE STATION AT AJO, 11 POLES NORTH OF MILEPOLE 25, 202.8 FEET
 DA0537'SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN BRIDGE 246, 101 FEET EAST
 DA0537'OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.3 FEET WEST OF THE WEST
 DA0537'RAIL, 6 FEET NORTH OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A WITNESS
 DA0537'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0537'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0537
 DA0537                          STATION RECOVERY (1980)
 DA0537
 DA0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0537'31.0 KM (19.25 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0537'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.6 KM (0.4 MI)
 DA0537'NORTH OF RAILWAY MILEPOLE 25, 0.2 KM (0.1 MI) NORTHWEST OF A RAILWAY
 DA0537'SIGN READING -STATION ONE MILE-, 29.0 METERS (95.3 FT) WEST OF THE
 DA0537'WEST RAIL OF THE TRACKS, 61.8 METERS (203 FT) SOUTH OF THE SOUTHWEST
 DA0537'CORNER OF RAILWAY BRIDGE NUMBER 246, 32.0 METERS (105 FT) EAST OF THE
 DA0537'CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS.
 DA0537'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0537'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0328 ***********************************************************************
 DA0328  DESIGNATION -  D 333
 DA0328  PID         -  DA0328
 DA0328  STATE/COUNTY-  AZ/PIMA
 DA0328  USGS QUAD   -  AJO SOUTH (1990)
 DA0328
 DA0328                         *CURRENT SURVEY CONTROL
 DA0328  ___________________________________________________________________
 DA0328* NAD 83(1986)-  32 20 19.     (N)    112 47 56.     (W)     SCALED    
 DA0328* NAVD 88     -       502.278  (meters)    1647.89   (feet)  ADJUSTED  
 DA0328  ___________________________________________________________________
 DA0328  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0328  DYNAMIC HT  -         501.632 (meters)    1645.77  (feet)  COMP
 DA0328  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 DA0328
 DA0328  VERT ORDER  -  FIRST     CLASS II
 DA0328
 DA0328.The horizontal coordinates were scaled from a topographic map and have
 DA0328.an estimated accuracy of +/- 6 seconds.
 DA0328
 DA0328.The orthometric height was determined by differential leveling
 DA0328.and adjusted by the National Geodetic Survey in June 1991..
 DA0328
 DA0328.The geoid height was determined by GEOID03.
 DA0328
 DA0328.The dynamic height is computed by dividing the NAVD 88
 DA0328.geopotential number by the normal gravity value computed on the
 DA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0328.degrees latitude (g = 980.6199 gals.).
 DA0328
 DA0328.The modeled gravity was interpolated from observed gravity values.
 DA0328
 DA0328;                    North         East    Units  Estimated Accuracy
 DA0328;SPC AZ C     -   148,750.      130,310.      MT  (+/- 180 meters Scaled)
 DA0328
 DA0328                          SUPERSEDED SURVEY CONTROL
 DA0328
 DA0328  NGVD 29 (??/??/92)  501.580  (m)         1645.60   (f) ADJ UNCH    1 2
 DA0328
 DA0328.Superseded values are not recommended for survey control.
 DA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0328.See file dsdata.txt to determine how the superseded data were derived.
 DA0328
 DA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA307793(NAD 83)
 DA0328_MARKER: DB = BENCH MARK DISK
 DA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0328_STAMPING: D 333 1953
 DA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0328+STABILITY: SURFACE MOTION
 DA0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0328+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0328
 DA0328  HISTORY     - Date     Condition        Report By
 DA0328  HISTORY     - 1953     MONUMENTED       CGS
 DA0328  HISTORY     - 1981     GOOD             NGS
 DA0328  HISTORY     - 19970305 GOOD             USPSQD
 DA0328  HISTORY     - 20060218 GOOD             USPSQD
 DA0328
 DA0328                          STATION DESCRIPTION
 DA0328
 DA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0328'4.65 MI SE FROM AJO.
 DA0328'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0328'FROM THE STATION AT AJO, THENCE 4.5 MILES SOUTHEAST ALONG STATE
 DA0328'HIGHWAY 86, 174 FEET SOUTH OF THE CENTER OF A DIP IN THE HIGHWAY, AT
 DA0328'THE T JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 98 FEET SOUTHWEST OF
 DA0328'THE CENTER LINE OF THE HIGHWAY, 86 FEET NORTHWEST OF THE CENTER LINE
 DA0328'OF THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0328'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0328'ABOVE THE GROUND.
 DA0328
 DA0328                          STATION RECOVERY (1981)
 DA0328
 DA0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0328'RECOVERED IN GOOD CONDITION.
 DA0328
 DA0328                          STATION RECOVERY (1997)
 DA0328
 DA0328'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0328'RECOVERED IN GOOD CONDITION.
 DA0328
 DA0328                          STATION RECOVERY (2006)
 DA0328
 DA0328'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0328'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0264 ***********************************************************************
 CG0264  DESIGNATION -  D 334
 CG0264  PID         -  CG0264
 CG0264  STATE/COUNTY-  AZ/PIMA
 CG0264  USGS QUAD   -  GREEN VALLEY (1981)
 CG0264
 CG0264                         *CURRENT SURVEY CONTROL
 CG0264  ___________________________________________________________________
 CG0264* NAD 83(1986)-  31 49 05.     (N)    110 59 33.     (W)     SCALED    
 CG0264* NAVD 88     -       883.09   (+/-2cm)    2897.3    (feet)  VERTCON   
 CG0264  ___________________________________________________________________
 CG0264  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0264
 CG0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0264
 CG0264.The horizontal coordinates were scaled from a topographic map and have
 CG0264.an estimated accuracy of +/- 6 seconds.
 CG0264
 CG0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0264.The vertical order pertains to the NGVD 29 superseded value.
 CG0264
 CG0264.The geoid height was determined by GEOID03.
 CG0264
 CG0264;                    North         East    Units  Estimated Accuracy
 CG0264;SPC AZ C     -    91,070.      300,850.      MT  (+/- 180 meters Scaled)
 CG0264
 CG0264                          SUPERSEDED SURVEY CONTROL
 CG0264
 CG0264  NGVD 29 (??/??/92)  882.334  (m)         2894.79   (f) ADJ UNCH    1 2
 CG0264
 CG0264.Superseded values are not recommended for survey control.
 CG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0264.See file dsdata.txt to determine how the superseded data were derived.
 CG0264
 CG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007202(NAD 83)
 CG0264_MARKER: DB = BENCH MARK DISK
 CG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0264_STAMPING: D 334 1953
 CG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0264+STABILITY: SURFACE MOTION
 CG0264
 CG0264  HISTORY     - Date     Condition        Report By
 CG0264  HISTORY     - 1953     MONUMENTED       CGS
 CG0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0264
 CG0264                          STATION DESCRIPTION
 CG0264
 CG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0264'2.6 MI S FROM CONTINENTAL.
 CG0264'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0264'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 0.15 MILE (5 POLES) NORTH
 CG0264'OF MILEPOLE 1013, 36 FEET WEST OF THE WEST RAIL, 28 FEET EAST OF THE
 CG0264'CENTER LINE OF THE DIRT ROAD, 11.4 FEET EAST OF A FENCE, 3 1/2 FEET
 CG0264'SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT
 CG0264'7 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0264'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0264
 CG0264                          STATION RECOVERY (1976)
 CG0264
 CG0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0200 ***********************************************************************
 CG0200  DESIGNATION -  D 335
 CG0200  PID         -  CG0200
 CG0200  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0200  USGS QUAD   -  RIO RICO (1981)
 CG0200
 CG0200                         *CURRENT SURVEY CONTROL
 CG0200  ___________________________________________________________________
 CG0200* NAD 83(1986)-  31 22 49.     (N)    110 56 35.     (W)     SCALED    
 CG0200* NAVD 88     -      1126.000  (meters)    3694.22   (feet)  ADJUSTED  
 CG0200  ___________________________________________________________________
 CG0200  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0200  DYNAMIC HT  -        1124.256 (meters)    3688.50  (feet)  COMP
 CG0200  MODELED GRAV-     979,053.0   (mgal)                       NAVD 88
 CG0200
 CG0200  VERT ORDER  -  FIRST     CLASS II
 CG0200
 CG0200.The horizontal coordinates were scaled from a topographic map and have
 CG0200.an estimated accuracy of +/- 6 seconds.
 CG0200
 CG0200.The orthometric height was determined by differential leveling
 CG0200.and adjusted by the National Geodetic Survey in June 1991..
 CG0200
 CG0200.The geoid height was determined by GEOID03.
 CG0200
 CG0200.The dynamic height is computed by dividing the NAVD 88
 CG0200.geopotential number by the normal gravity value computed on the
 CG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0200.degrees latitude (g = 980.6199 gals.).
 CG0200
 CG0200.The modeled gravity was interpolated from observed gravity values.
 CG0200
 CG0200;                    North         East    Units  Estimated Accuracy
 CG0200;SPC AZ C     -    42,570.      305,970.      MT  (+/- 180 meters Scaled)
 CG0200
 CG0200                          SUPERSEDED SURVEY CONTROL
 CG0200
 CG0200  NGVD 29 (??/??/92) 1125.099  (m)         3691.26   (f) ADJ UNCH    1 2
 CG0200
 CG0200.Superseded values are not recommended for survey control.
 CG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0200.See file dsdata.txt to determine how the superseded data were derived.
 CG0200
 CG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV054717(NAD 83)
 CG0200_MARKER: DB = BENCH MARK DISK
 CG0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0200_STAMPING: D 335 1954
 CG0200_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0200+STABILITY: SURFACE MOTION
 CG0200
 CG0200  HISTORY     - Date     Condition        Report By
 CG0200  HISTORY     - 1954     MONUMENTED       CGS
 CG0200  HISTORY     - 1980     GOOD             NGS
 CG0200
 CG0200                          STATION DESCRIPTION
 CG0200
 CG0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0200'3.8 MI N FROM NOGALES.
 CG0200'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0200'STATION AT NOGALES, 2 TELEPHONE POLES NORTHWEST OF AND ACROSS THE
 CG0200'TRACK FROM MILEPOLE 1046, 114 1/2 FEET SOUTHEAST OF U. S. HIGHWAY 89
 CG0200'MILEPOST 4, 67.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CG0200'53.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET SOUTHWEST OF A
 CG0200'POWER LINE SUPPORT POLE WITH 2 GUY WIRES, 2.0 FEET NORTHWEST OF A
 CG0200'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CG0200'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0200
 CG0200                          STATION RECOVERY (1980)
 CG0200
 CG0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0200'5.6 KILOMETERS (3.5 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0200'FROM THE COUNTY COURTHOUSE IN NOGALES, 11 RAILS NORTHWEST OF MILE
 CG0200'POST 1046, ACROSS U. S. HIGHWAY 89 FROM THE ARCO TRUCK STOP PARKING
 CG0200'LOT, 16.2 METERS (54 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 35.9
 CG0200'METERS (118 FEET) SOUTHEAST OF U. S. HIGHWAY 89 MILE POST 4, 20.6
 CG0200'METERS (68 FEET) SOUTHWEST OF AND ACROSS THE TRACKS FROM SWITCH STAND
 CG0200'5890 FOR A SPUR TRACK LEADING TO THE FARMERS SALES INC. WAREHOUSE,
 CG0200'18.4 METERS (60 FEET) WEST OF A HIGHWAY LAMP POST, 14.6 METERS
 CG0200'(48 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 89 AND 14.0
 CG0200'METERS (46 FEET) NORTHWEST OF THE NORTHWESTERNMOST OF 4 25-CENTIMETER
 CG0200'PINE TREES.  THE CONCRETE POST IS CHIPPED BUT SOLID.
 CG0200'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 CG0200'THE MARK IS 1.7 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0473 ***********************************************************************
 DA0473  DESIGNATION -  D 336
 DA0473  PID         -  DA0473
 DA0473  STATE/COUNTY-  AZ/PIMA
 DA0473  USGS QUAD   -  AJO NORTH (1990)
 DA0473
 DA0473                         *CURRENT SURVEY CONTROL
 DA0473  ___________________________________________________________________
 DA0473* NAD 83(1986)-  32 22 57.     (N)    112 46 46.     (W)     SCALED    
 DA0473* NAVD 88     -       486.58   (+/-2cm)    1596.4    (feet)  VERTCON   
 DA0473  ___________________________________________________________________
 DA0473  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0473
 DA0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0473
 DA0473.The horizontal coordinates were scaled from a topographic map and have
 DA0473.an estimated accuracy of +/- 6 seconds.
 DA0473
 DA0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0473.The vertical order pertains to the NGVD 29 superseded value.
 DA0473
 DA0473.The geoid height was determined by GEOID03.
 DA0473
 DA0473;                    North         East    Units  Estimated Accuracy
 DA0473;SPC AZ C     -   153,610.      132,180.      MT  (+/- 180 meters Scaled)
 DA0473
 DA0473                          SUPERSEDED SURVEY CONTROL
 DA0473
 DA0473  NGVD 29 (??/??/92)  485.895  (m)         1594.14   (f) ADJ UNCH    2 0
 DA0473
 DA0473.Superseded values are not recommended for survey control.
 DA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0473.See file dsdata.txt to determine how the superseded data were derived.
 DA0473
 DA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA326842(NAD 83)
 DA0473_MARKER: DB = BENCH MARK DISK
 DA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0473_STAMPING: D 336 1961
 DA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0473+STABILITY: SURFACE MOTION
 DA0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0473+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0473
 DA0473  HISTORY     - Date     Condition        Report By
 DA0473  HISTORY     - 1961     MONUMENTED       CGS
 DA0473  HISTORY     - 20060218 GOOD             USPSQD
 DA0473
 DA0473                          STATION DESCRIPTION
 DA0473
 DA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0473'5.5 MI E FROM AJO.
 DA0473'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0473'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0473'STATE HIGHWAY 85.  THENCE 3.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0473'FOLLOWS A PIPE LINE.  2.75 MILES EAST OF A STEEL FRAMED GATE ACROSS
 DA0473'THE ROAD, ABOUT 100 YARDS SOUTHEAST OF A SANDY WASH, 78 FEET SOUTH OF
 DA0473'THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTH OF A METAL WITNESS POST,
 DA0473'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0473'PROJECTING 6 INCHES.
 DA0473
 DA0473                          STATION RECOVERY (2006)
 DA0473
 DA0473'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0232 ***********************************************************************
 DA0232  DESIGNATION -  D 337
 DA0232  PID         -  DA0232
 DA0232  STATE/COUNTY-  AZ/PIMA
 DA0232  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0232
 DA0232                         *CURRENT SURVEY CONTROL
 DA0232  ___________________________________________________________________
 DA0232* NAD 83(1986)-  32 29 06.     (N)    112 17 53.     (W)     SCALED    
 DA0232* NAVD 88     -       685.88   (+/-2cm)    2250.3    (feet)  VERTCON   
 DA0232  ___________________________________________________________________
 DA0232  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0232
 DA0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0232
 DA0232.The horizontal coordinates were scaled from a topographic map and have
 DA0232.an estimated accuracy of +/- 6 seconds.
 DA0232
 DA0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0232.The vertical order pertains to the NGVD 29 superseded value.
 DA0232
 DA0232.The geoid height was determined by GEOID03.
 DA0232
 DA0232;                    North         East    Units  Estimated Accuracy
 DA0232;SPC AZ C     -   164,710.      177,520.      MT  (+/- 180 meters Scaled)
 DA0232
 DA0232                          SUPERSEDED SURVEY CONTROL
 DA0232
 DA0232  NGVD 29 (??/??/92)  685.194  (m)         2248.01   (f) ADJ UNCH    2 0
 DA0232
 DA0232.Superseded values are not recommended for survey control.
 DA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0232.See file dsdata.txt to determine how the superseded data were derived.
 DA0232
 DA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA780949(NAD 83)
 DA0232_MARKER: DB = BENCH MARK DISK
 DA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0232_STAMPING: D 337 1961
 DA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0232+STABILITY: SURFACE MOTION
 DA0232
 DA0232  HISTORY     - Date     Condition        Report By
 DA0232  HISTORY     - 1961     MONUMENTED       CGS
 DA0232
 DA0232                          STATION DESCRIPTION
 DA0232
 DA0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0232'3.8 MI NW FROM VENTANA.
 DA0232'ABOUT 3.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0232'AT VENTANA.  2.2 MILES SOUTHEAST OF THE CHURCH AT KAKA, AN INDIAN
 DA0232'VILLAGE.  43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 DA0232'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0232'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0459 ***********************************************************************
 DA0459  DESIGNATION -  D 338
 DA0459  PID         -  DA0459
 DA0459  STATE/COUNTY-  AZ/PIMA
 DA0459  USGS QUAD   -  GU VO (1990)
 DA0459
 DA0459                         *CURRENT SURVEY CONTROL
 DA0459  ___________________________________________________________________
 DA0459* NAD 83(1986)-  32 06 24.     (N)    112 37 27.     (W)     SCALED    
 DA0459* NAVD 88     -       686.90   (+/-2cm)    2253.6    (feet)  VERTCON   
 DA0459  ___________________________________________________________________
 DA0459  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0459
 DA0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0459
 DA0459.The horizontal coordinates were scaled from a topographic map and have
 DA0459.an estimated accuracy of +/- 6 seconds.
 DA0459
 DA0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0459.The vertical order pertains to the NGVD 29 superseded value.
 DA0459
 DA0459.The geoid height was determined by GEOID03.
 DA0459
 DA0459;                    North         East    Units  Estimated Accuracy
 DA0459;SPC AZ C     -   122,910.      146,590.      MT  (+/- 180 meters Scaled)
 DA0459
 DA0459                          SUPERSEDED SURVEY CONTROL
 DA0459
 DA0459  NGVD 29 (??/??/92)  686.148  (m)         2251.14   (f) ADJ UNCH    2 0
 DA0459
 DA0459.Superseded values are not recommended for survey control.
 DA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0459.See file dsdata.txt to determine how the superseded data were derived.
 DA0459
 DA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA467534(NAD 83)
 DA0459_MARKER: DB = BENCH MARK DISK
 DA0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0459_STAMPING: D 338 1961
 DA0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0459+STABILITY: SURFACE MOTION
 DA0459
 DA0459  HISTORY     - Date     Condition        Report By
 DA0459  HISTORY     - 1961     MONUMENTED       CGS
 DA0459
 DA0459                          STATION DESCRIPTION
 DA0459
 DA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0459'25.55 MI SE FROM AJO.
 DA0459'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0459'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0459'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0459'THENCE 9.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  69 FEET
 DA0459'NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET SOUTHEAST OF A
 DA0459'TELEPHONE POLE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DA0459'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0459'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0048 ***********************************************************************
 CH0048  DESIGNATION -  D 339
 CH0048  PID         -  CH0048
 CH0048  STATE/COUNTY-  AZ/PIMA
 CH0048  USGS QUAD   -  KOM VO (1988)
 CH0048
 CH0048                         *CURRENT SURVEY CONTROL
 CH0048  ___________________________________________________________________
 CH0048* NAD 83(1986)-  31 59 11.     (N)    112 16 32.     (W)     SCALED    
 CH0048* NAVD 88     -       567.83   (+/-2cm)    1863.0    (feet)  VERTCON   
 CH0048  ___________________________________________________________________
 CH0048  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 CH0048
 CH0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0048
 CH0048.The horizontal coordinates were scaled from a topographic map and have
 CH0048.an estimated accuracy of +/- 6 seconds.
 CH0048
 CH0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0048.The vertical order pertains to the NGVD 29 superseded value.
 CH0048
 CH0048.The geoid height was determined by GEOID03.
 CH0048
 CH0048;                    North         East    Units  Estimated Accuracy
 CH0048;SPC AZ C     -   109,410.      179,450.      MT  (+/- 180 meters Scaled)
 CH0048
 CH0048                          SUPERSEDED SURVEY CONTROL
 CH0048
 CH0048  NGVD 29 (??/??/92)  567.151  (m)         1860.73   (f) ADJ UNCH    2 0
 CH0048
 CH0048.Superseded values are not recommended for survey control.
 CH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0048.See file dsdata.txt to determine how the superseded data were derived.
 CH0048
 CH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA794396(NAD 83)
 CH0048_MARKER: DB = BENCH MARK DISK
 CH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0048_STAMPING: D 39 1961
 CH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0048+STABILITY: SURFACE MOTION
 CH0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0048+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 CH0048
 CH0048  HISTORY     - Date     Condition        Report By
 CH0048  HISTORY     - 1961     MONUMENTED       CGS
 CH0048  HISTORY     - 20060901 GOOD             TOHONO
 CH0048
 CH0048                          STATION DESCRIPTION
 CH0048
 CH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0048'4.35 MI SE FROM PISINIMO.
 CH0048'ABOUT 0.35 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH
 CH0048'AT PISINIMO, AN INDIAN VILLAGE.  THENCE 4.0 MILES SOUTHEAST ALONG A
 CH0048'TRAIL ROAD.  0.6 MILE WEST OF A LONE WINDMILL, 66.0 FEET SOUTHWEST OF
 CH0048'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 CH0048'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0048'PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.4 MILES NORTHWEST OF A
 CH0048'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0048'NUMBERED 60.
 CH0048
 CH0048                          STATION RECOVERY (2006)
 CH0048
 CH0048'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0320 ***********************************************************************
 FP0320  DESIGNATION -  D 34
 FP0320  PID         -  FP0320
 FP0320  STATE/COUNTY-  AZ/APACHE
 FP0320  USGS QUAD   -  GANADO (1973)
 FP0320
 FP0320                         *CURRENT SURVEY CONTROL
 FP0320  ___________________________________________________________________
 FP0320* NAD 83(1986)-  35 42 48.     (N)    109 32 36.     (W)     SCALED    
 FP0320* NAVD 88     -      1943.498  (meters)    6376.29   (feet)  ADJUSTED  
 FP0320  ___________________________________________________________________
 FP0320  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0320  DYNAMIC HT  -        1940.846 (meters)    6367.59  (feet)  COMP
 FP0320  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 FP0320
 FP0320  VERT ORDER  -  FIRST     CLASS II
 FP0320
 FP0320.The horizontal coordinates were scaled from a topographic map and have
 FP0320.an estimated accuracy of +/- 6 seconds.
 FP0320
 FP0320.The orthometric height was determined by differential leveling
 FP0320.and adjusted by the National Geodetic Survey in June 1991..
 FP0320
 FP0320.The geoid height was determined by GEOID03.
 FP0320
 FP0320.The dynamic height is computed by dividing the NAVD 88
 FP0320.geopotential number by the normal gravity value computed on the
 FP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0320.degrees latitude (g = 980.6199 gals.).
 FP0320
 FP0320.The modeled gravity was interpolated from observed gravity values.
 FP0320
 FP0320;                    North         East    Units  Estimated Accuracy
 FP0320;SPC AZ E     -   522,890.      269,760.      MT  (+/- 180 meters Scaled)
 FP0320
 FP0320                          SUPERSEDED SURVEY CONTROL
 FP0320
 FP0320  NGVD 29 (??/??/92) 1942.531  (m)         6373.12   (f) ADJ UNCH    1 2
 FP0320
 FP0320.Superseded values are not recommended for survey control.
 FP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0320.See file dsdata.txt to determine how the superseded data were derived.
 FP0320
 FP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE317531(NAD 83)
 FP0320_MARKER: DB = BENCH MARK DISK
 FP0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0320_SP_SET: SIDEWALK
 FP0320_STAMPING: 6373.120 D 34 1933
 FP0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0320
 FP0320  HISTORY     - Date     Condition        Report By
 FP0320  HISTORY     - 1933     MONUMENTED       CGS
 FP0320  HISTORY     - 1934     GOOD             NGS
 FP0320
 FP0320                          STATION DESCRIPTION
 FP0320
 FP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0320'IN GANADO.
 FP0320'AT GANADO, APACHE COUNTY, 150 FEET EAST OF A POWER HOUSE, AND IN THE
 FP0320'SOUTHWEST CORNER OF THE CONCRETE SIDEWALK AROUND A SWIMMING POOL.  A
 FP0320'STANDARD DISK, STAMPED 6373.120 D 34 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0123 ***********************************************************************
 FR0123  DESIGNATION -  D 340
 FR0123  PID         -  FR0123
 FR0123  STATE/COUNTY-  AZ/COCONINO
 FR0123  USGS QUAD   -  ASH FORK (1979)
 FR0123
 FR0123                         *CURRENT SURVEY CONTROL
 FR0123  ___________________________________________________________________
 FR0123* NAD 83(1986)-  35 13 00.     (N)    112 23 31.     (W)     SCALED    
 FR0123* NAVD 88     -      1725.332  (meters)    5660.53   (feet)  ADJUSTED  
 FR0123  ___________________________________________________________________
 FR0123  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 FR0123  DYNAMIC HT  -        1723.011 (meters)    5652.91  (feet)  COMP
 FR0123  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 FR0123
 FR0123  VERT ORDER  -  FIRST     CLASS II
 FR0123
 FR0123.The horizontal coordinates were scaled from a topographic map and have
 FR0123.an estimated accuracy of +/- 6 seconds.
 FR0123
 FR0123.The orthometric height was determined by differential leveling
 FR0123.and adjusted by the National Geodetic Survey in June 1991..
 FR0123.WARNING-Repeat measurements at this control monument indicate possible
 FR0123.vertical movement.
 FR0123
 FR0123.The geoid height was determined by GEOID03.
 FR0123
 FR0123.The dynamic height is computed by dividing the NAVD 88
 FR0123.geopotential number by the normal gravity value computed on the
 FR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0123.degrees latitude (g = 980.6199 gals.).
 FR0123
 FR0123.The modeled gravity was interpolated from observed gravity values.
 FR0123
 FR0123;                    North         East    Units  Estimated Accuracy
 FR0123;SPC AZ C     -   467,710.      170,090.      MT  (+/- 180 meters Scaled)
 FR0123
 FR0123                          SUPERSEDED SURVEY CONTROL
 FR0123
 FR0123  NGVD 29 (??/??/92) 1724.428  (m)         5657.56   (f) ADJ UNCH    1 2
 FR0123
 FR0123.Superseded values are not recommended for survey control.
 FR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0123.See file dsdata.txt to determine how the superseded data were derived.
 FR0123
 FR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD733979(NAD 83)
 FR0123_MARKER: DB = BENCH MARK DISK
 FR0123_SETTING: 66 = SET IN ROCK OUTCROP
 FR0123_SP_SET: ROCK OUTCROP
 FR0123_STAMPING: D 340 1958
 FR0123_MARK LOGO: CGS   
 FR0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0123+STABILITY: POSITION/ELEVATION WELL
 FR0123
 FR0123  HISTORY     - Date     Condition        Report By
 FR0123  HISTORY     - 1958     MONUMENTED       CGS
 FR0123  HISTORY     - 1974     GOOD             USGS
 FR0123  HISTORY     - 1982     GOOD             NGS
 FR0123
 FR0123                          STATION DESCRIPTION
 FR0123
 FR0123'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0123'5.3 MI E FROM ASHFORK.
 FR0123'5.3 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0123'POST OFFICE IN ASH FORK, 80 FT. NORTH OF 10.0 FT. AND LOWER THAN THE
 FR0123'CENTERLINE OF THE WEST BOUND LANE, 48 FT. NNW OF THE EAST END OF A
 FR0123'GUARD RAIL, 11 FT. SOUTH OF A FENCE, SET IN A DRILL HOLE OF A ROCK
 FR0123'OUTCROP THAT PROJECTS ONE FOOT.  A STANDARD C AND GS TABLET STAMPED
 FR0123'D340 1958.
 FR0123
 FR0123                          STATION RECOVERY (1982)
 FR0123
 FR0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0123'8.2 KM (5.1 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0123'US HIGHWAY 89 IN ASH FORK, 60.9 METERS (200 FT) EAST OF MILEPOST 151,
 FR0123'18.2 METERS (60 FT) NORTHEAST OF A HIGHWAY MILEAGE SIGN, 26.5 METERS
 FR0123'(87 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 4.5
 FR0123'METERS (15 FT) SOUTH OF A FENCE.
 FR0123'THE MARK IS 3 METERS  E FROM A WITNESS POST.
 FR0123'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0009 ***********************************************************************
 CH0009  DESIGNATION -  D 340
 CH0009  PID         -  CH0009
 CH0009  STATE/COUNTY-  AZ/PIMA
 CH0009  USGS QUAD   -  BAILEY PEAK (1988)
 CH0009
 CH0009                         *CURRENT SURVEY CONTROL
 CH0009  ___________________________________________________________________
 CH0009* NAD 83(1986)-  31 48 00.     (N)    112 24 36.     (W)     SCALED    
 CH0009* NAVD 88     -       516.90   (+/-2cm)    1695.9    (feet)  VERTCON   
 CH0009  ___________________________________________________________________
 CH0009  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CH0009
 CH0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0009
 CH0009.The horizontal coordinates were scaled from a topographic map and have
 CH0009.an estimated accuracy of +/- 6 seconds.
 CH0009
 CH0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0009.The vertical order pertains to the NGVD 29 superseded value.
 CH0009
 CH0009.The geoid height was determined by GEOID03.
 CH0009
 CH0009;                    North         East    Units  Estimated Accuracy
 CH0009;SPC AZ C     -    88,800.      166,650.      MT  (+/- 180 meters Scaled)
 CH0009
 CH0009                          SUPERSEDED SURVEY CONTROL
 CH0009
 CH0009  NGVD 29 (??/??/92)  516.202  (m)         1693.57   (f) ADJ UNCH    2 0
 CH0009
 CH0009.Superseded values are not recommended for survey control.
 CH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0009.See file dsdata.txt to determine how the superseded data were derived.
 CH0009
 CH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA665191(NAD 83)
 CH0009_MARKER: DB = BENCH MARK DISK
 CH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0009_STAMPING: D 340 1961
 CH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0009+STABILITY: SURFACE MOTION
 CH0009
 CH0009  HISTORY     - Date     Condition        Report By
 CH0009  HISTORY     - 1961     MONUMENTED       CGS
 CH0009
 CH0009                          STATION DESCRIPTION
 CH0009
 CH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0009'8.95 MI W FROM PAPAGO FARMS.
 CH0009'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0009'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0009'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0009'ROAD.  THENCE 1.45 MILES WEST ALONG A TRAIL ROAD TO A NORTH-SOUTH
 CH0009'FENCE THENCE 0.2 MILE NORTH ALONG THE EAST SIDE OF THE FENCE TO A
 CH0009'GATE.  THENCE 1.0 MILE WEST ALONG A TRAIL ROAD.  OR 0.35 MILE NORTH
 CH0009'ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND WINDMILL AT MENAGERS,
 CH0009'AND INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST ALONG A TRAIL ROAD TO
 CH0009'A SADDLE IN A LOW RANGE OF MOUNTAINS.  THENCE 0.5 MILE NORTHEAST
 CH0009'ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL AND A SMALL
 CH0009'LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.  THENCE 0.85
 CH0009'MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 7.45 MILES EAST ALONG A
 CH0009'TRAIL ROAD.  1.4 MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0009'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, 0.2 MILE NORTH AND 1.0 MILE
 CH0009'WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 CH0009'AND IS NUMBERED 57, 3.1 MILE WEST OF A METAL WINDMILL AND STONE WATER
 CH0009'TANKS, 2.7 MILES EAST OF THE MORE WESTERLY OF TWO METAL WINDMILLS, 33
 CH0009'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL
 CH0009'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CH0009'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0156 ***********************************************************************
 FR0156  DESIGNATION -  D 341
 FR0156  PID         -  FR0156
 FR0156  STATE/COUNTY-  AZ/COCONINO
 FR0156  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0156
 FR0156                         *CURRENT SURVEY CONTROL
 FR0156  ___________________________________________________________________
 FR0156* NAD 83(1986)-  35 15 25.     (N)    112 05 21.     (W)     SCALED    
 FR0156* NAVD 88     -      2117.833  (meters)    6948.26   (feet)  ADJUSTED  
 FR0156  ___________________________________________________________________
 FR0156  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FR0156  DYNAMIC HT  -        2114.841 (meters)    6938.44  (feet)  COMP
 FR0156  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 FR0156
 FR0156  VERT ORDER  -  FIRST     CLASS II
 FR0156
 FR0156.The horizontal coordinates were scaled from a topographic map and have
 FR0156.an estimated accuracy of +/- 6 seconds.
 FR0156
 FR0156.The orthometric height was determined by differential leveling
 FR0156.and adjusted by the National Geodetic Survey in June 1991..
 FR0156
 FR0156.The geoid height was determined by GEOID03.
 FR0156
 FR0156.The dynamic height is computed by dividing the NAVD 88
 FR0156.geopotential number by the normal gravity value computed on the
 FR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0156.degrees latitude (g = 980.6199 gals.).
 FR0156
 FR0156.The modeled gravity was interpolated from observed gravity values.
 FR0156
 FR0156;                    North         East    Units  Estimated Accuracy
 FR0156;SPC AZ C     -   472,090.      197,660.      MT  (+/- 180 meters Scaled)
 FR0156
 FR0156                          SUPERSEDED SURVEY CONTROL
 FR0156
 FR0156  NGVD 29 (??/??/92) 2116.829  (m)         6944.96   (f) ADJ UNCH    1 2
 FR0156
 FR0156.Superseded values are not recommended for survey control.
 FR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0156.See file dsdata.txt to determine how the superseded data were derived.
 FR0156
 FR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE009020(NAD 83)
 FR0156_MARKER: DB = BENCH MARK DISK
 FR0156_SETTING: 80 = SET IN A BOULDER
 FR0156_SP_SET: BOULDER
 FR0156_STAMPING: D 341 1958
 FR0156_MARK LOGO: CGS   
 FR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0156+STABILITY: SURFACE MOTION
 FR0156
 FR0156  HISTORY     - Date     Condition        Report By
 FR0156  HISTORY     - 1958     MONUMENTED       CGS
 FR0156  HISTORY     - 1982     GOOD             NGS
 FR0156
 FR0156                          STATION DESCRIPTION
 FR0156
 FR0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0156'5.2 MI E FROM WILLIAMS.
 FR0156'5.75 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0156'WILLIAMS, 0.2 MILE WEST OF MILEPOST 189, 178 FEET SOUTH OF THE
 FR0156'HIGHWAY, 130 FEET SOUTH OF THE FENCE, 3.4 FEET SOUTHEAST OF THE
 FR0156'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 FR0156'INCHES.
 FR0156
 FR0156                          STATION RECOVERY (1982)
 FR0156
 FR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0156'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0156'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 6.0 KM (3.7 MI) EAST
 FR0156'ALONG INTERSTATE HIGHWAY 40, 0.2 KM (0.15 MI) WEST OF A LARGE BOX
 FR0156'CULVERT USED AS A CATTLE CROSSING, IN TOP OF A 3 BY 3 FOOT BOULDER
 FR0156'PROJECTING 6-INCHES, NEAR THE WEST EDGE OF DAVENPORT LAKE, 67 METERS
 FR0156'(220 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 32
 FR0156'METERS (105 FT) SOUTHWEST OF RIGHT-OF-WAY MARKER 793+02.89, 19.2
 FR0156'METERS (63 FT) SOUTH OF A FENCE, 17 METERS (56 FT) WEST OF A PILE OF
 FR0156'BOULDERS.
 FR0156'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 FR0156'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0015 ***********************************************************************
 CH0015  DESIGNATION -  D 341
 CH0015  PID         -  CH0015
 CH0015  STATE/COUNTY-  AZ/PIMA
 CH0015  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0015
 CH0015                         *CURRENT SURVEY CONTROL
 CH0015  ___________________________________________________________________
 CH0015* NAD 83(1986)-  31 48 32.     (N)    112 19 29.     (W)     SCALED    
 CH0015* NAVD 88     -       534.04   (+/-2cm)    1752.1    (feet)  VERTCON   
 CH0015  ___________________________________________________________________
 CH0015  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CH0015
 CH0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0015
 CH0015.The horizontal coordinates were scaled from a topographic map and have
 CH0015.an estimated accuracy of +/- 6 seconds.
 CH0015
 CH0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0015.The vertical order pertains to the NGVD 29 superseded value.
 CH0015
 CH0015.The geoid height was determined by GEOID03.
 CH0015
 CH0015;                    North         East    Units  Estimated Accuracy
 CH0015;SPC AZ C     -    89,750.      174,730.      MT  (+/- 180 meters Scaled)
 CH0015
 CH0015                          SUPERSEDED SURVEY CONTROL
 CH0015
 CH0015  NGVD 29 (??/??/92)  533.345  (m)         1749.82   (f) ADJ UNCH    2 0
 CH0015
 CH0015.Superseded values are not recommended for survey control.
 CH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0015.See file dsdata.txt to determine how the superseded data were derived.
 CH0015
 CH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA746200(NAD 83)
 CH0015_MARKER: DB = BENCH MARK DISK
 CH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0015_STAMPING: D 341 1961
 CH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0015+STABILITY: SURFACE MOTION
 CH0015
 CH0015  HISTORY     - Date     Condition        Report By
 CH0015  HISTORY     - 1961     MONUMENTED       CGS
 CH0015
 CH0015                          STATION DESCRIPTION
 CH0015
 CH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0015'2.85 MI NW FROM PAPAGO FARMS.
 CH0015'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0015'PAPAGO FARMS.  THENCE 1.25 MILES WEST ALONG A TRAIL ROAD.  3.0 MILES
 CH0015'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANKS, 1.4 MILES IN A
 CH0015'GENERAL EASTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0015'WHICH PROJECTS 16 FEET AND IS NUMBERED 58, 1.25 MILES WEST OF A
 CH0015'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0015'NUMBERED 66, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 CH0015'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CH0015'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0211 ***********************************************************************
 FQ0211  DESIGNATION -  D 342
 FQ0211  PID         -  FQ0211
 FQ0211  STATE/COUNTY-  AZ/COCONINO
 FQ0211  USGS QUAD   -  ANDERSON CANYON (1983)
 FQ0211
 FQ0211                         *CURRENT SURVEY CONTROL
 FQ0211  ___________________________________________________________________
 FQ0211* NAD 83(1986)-  35 07 03.     (N)    111 08 04.     (W)     SCALED    
 FQ0211* NAVD 88     -      1702.501  (meters)    5585.62   (feet)  ADJUSTED  
 FQ0211  ___________________________________________________________________
 FQ0211  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0211  DYNAMIC HT  -        1700.181 (meters)    5578.01  (feet)  COMP
 FQ0211  MODELED GRAV-     979,211.4   (mgal)                       NAVD 88
 FQ0211
 FQ0211  VERT ORDER  -  FIRST     CLASS II
 FQ0211
 FQ0211.The horizontal coordinates were scaled from a topographic map and have
 FQ0211.an estimated accuracy of +/- 6 seconds.
 FQ0211
 FQ0211.The orthometric height was determined by differential leveling
 FQ0211.and adjusted by the National Geodetic Survey in June 1991..
 FQ0211
 FQ0211.The geoid height was determined by GEOID03.
 FQ0211
 FQ0211.The dynamic height is computed by dividing the NAVD 88
 FQ0211.geopotential number by the normal gravity value computed on the
 FQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0211.degrees latitude (g = 980.6199 gals.).
 FQ0211
 FQ0211.The modeled gravity was interpolated from observed gravity values.
 FQ0211
 FQ0211;                    North         East    Units  Estimated Accuracy
 FQ0211;SPC AZ C     -   456,890.      284,660.      MT  (+/- 180 meters Scaled)
 FQ0211
 FQ0211                          SUPERSEDED SURVEY CONTROL
 FQ0211
 FQ0211  NGVD 29 (??/??/92) 1701.608  (m)         5582.69   (f) ADJ UNCH    1 2
 FQ0211
 FQ0211.Superseded values are not recommended for survey control.
 FQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0211.See file dsdata.txt to determine how the superseded data were derived.
 FQ0211
 FQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD877860(NAD 83)
 FQ0211_MARKER: DB = BENCH MARK DISK
 FQ0211_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0211_SP_SET: BEDROCK
 FQ0211_MARK LOGO: CGS   
 FQ0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0211
 FQ0211  HISTORY     - Date     Condition        Report By
 FQ0211  HISTORY     - UNK      MONUMENTED       CGS
 FQ0211  HISTORY     - 1960     GOOD             NGS
 FQ0211  HISTORY     - 1983     GOOD             NGS
 FQ0211
 FQ0211                          STATION DESCRIPTION
 FQ0211
 FQ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FQ0211'26.0 MI W FROM WINSLOW.
 FQ0211'26.35 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 FQ0211'WINSLOW, 0.75 MILE WEST OF MILEPOST 248, 250 FEET (APPROXIMATELY) WEST
 FQ0211'OF A DEPRESSION, 251 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 66, 99
 FQ0211'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 99 FEET SOUTH OF A WITNESS POST,
 FQ0211'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0211
 FQ0211                          STATION RECOVERY (1983)
 FQ0211
 FQ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0211'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  41.8 KM (25.95
 FQ0211'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0211'POST OFFICE IN HOLBROOK, IN THE CENTER OF A 2 BY 3 FT EXPOSED AREA OF
 FQ0211'CROPPING BEDROCK, 78.0 METERS (255.9 FT) SOUTHWEST OF MILEPOST 228 AND
 FQ0211'76.5 METERS (251.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0211'OF THE HIGHWAY.
 FQ0211'THE MARK IS 30.2 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0029 ***********************************************************************
 CH0029  DESIGNATION -  D 342
 CH0029  PID         -  CH0029
 CH0029  STATE/COUNTY-  AZ/PIMA
 CH0029  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0029
 CH0029                         *CURRENT SURVEY CONTROL
 CH0029  ___________________________________________________________________
 CH0029* NAD 83(1986)-  31 47 25.     (N)    112 07 48.     (W)     SCALED    
 CH0029* NAVD 88     -       596.89   (+/-2cm)    1958.3    (feet)  VERTCON   
 CH0029  ___________________________________________________________________
 CH0029  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CH0029
 CH0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0029
 CH0029.The horizontal coordinates were scaled from a topographic map and have
 CH0029.an estimated accuracy of +/- 6 seconds.
 CH0029
 CH0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0029.The vertical order pertains to the NGVD 29 superseded value.
 CH0029
 CH0029.The geoid height was determined by GEOID03.
 CH0029
 CH0029;                    North         East    Units  Estimated Accuracy
 CH0029;SPC AZ C     -    87,630.      193,160.      MT  (+/- 180 meters Scaled)
 CH0029
 CH0029                          SUPERSEDED SURVEY CONTROL
 CH0029
 CH0029  NGVD 29 (??/??/92)  596.198  (m)         1956.03   (f) ADJ UNCH    2 0
 CH0029
 CH0029.Superseded values are not recommended for survey control.
 CH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0029.See file dsdata.txt to determine how the superseded data were derived.
 CH0029
 CH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA930177(NAD 83)
 CH0029_MARKER: DB = BENCH MARK DISK
 CH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0029_STAMPING: D 342 1961
 CH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0029+STABILITY: SURFACE MOTION
 CH0029
 CH0029  HISTORY     - Date     Condition        Report By
 CH0029  HISTORY     - 1961     MONUMENTED       CGS
 CH0029
 CH0029                          STATION DESCRIPTION
 CH0029
 CH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0029'5.8 MI SE FROM KOT KUG.
 CH0029'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0029'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0029'EAST ALONG A GRADED DIRT ROAD.  THENCE 2.95 MILES SOUTHEAST ALONG A
 CH0029'TRAIL ROAD, 2.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0029'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, IN A LARGE BARREN
 CH0029'AREA, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH
 CH0029'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CH0029'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0223 ***********************************************************************
 ET0223  DESIGNATION -  D 343
 ET0223  PID         -  ET0223
 ET0223  STATE/COUNTY-  AZ/YAVAPAI
 ET0223  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0223
 ET0223                         *CURRENT SURVEY CONTROL
 ET0223  ___________________________________________________________________
 ET0223* NAD 83(1986)-  34 21 26.     (N)    112 07 04.     (W)     SCALED    
 ET0223* NAVD 88     -      1131.88   (+/-2cm)    3713.5    (feet)  VERTCON   
 ET0223  ___________________________________________________________________
 ET0223  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0223
 ET0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0223
 ET0223.The horizontal coordinates were scaled from a topographic map and have
 ET0223.an estimated accuracy of +/- 6 seconds.
 ET0223
 ET0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0223.The vertical order pertains to the NGVD 29 superseded value.
 ET0223
 ET0223.The geoid height was determined by GEOID03.
 ET0223
 ET0223;                    North         East    Units  Estimated Accuracy
 ET0223;SPC AZ C     -   372,290.      194,860.      MT  (+/- 180 meters Scaled)
 ET0223
 ET0223                          SUPERSEDED SURVEY CONTROL
 ET0223
 ET0223  NGVD 29 (??/??/92) 1131.184  (m)         3711.23   (f) ADJ UNCH    2 0
 ET0223
 ET0223.Superseded values are not recommended for survey control.
 ET0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0223.See file dsdata.txt to determine how the superseded data were derived.
 ET0223
 ET0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD972023(NAD 83)
 ET0223_MARKER: DB = BENCH MARK DISK
 ET0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0223_STAMPING: D 343 1958
 ET0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0223+STABILITY: SURFACE MOTION
 ET0223
 ET0223  HISTORY     - Date     Condition        Report By
 ET0223  HISTORY     - 1958     MONUMENTED       CGS
 ET0223  HISTORY     - 1974     GOOD             USGS
 ET0223
 ET0223                          STATION DESCRIPTION
 ET0223
 ET0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0223'22.0 MI N FROM BLACK CANYON.
 ET0223'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0223'CANYON, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 79, 0.4 MILE SOUTH
 ET0223'OF MILE POST NUMBER 265, 98 FEET WEST OF THE CENTER OF THE HIGHWAY, 33
 ET0223'FEET SOUTH OF A GATE, 3 FEET EAST OF THE FENCE, 5 FEET NORTH OF THE
 ET0223'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 4
 ET0223'INCHES.
 ET0223
 ET0223                          STATION RECOVERY (1974)
 ET0223
 ET0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0223'22.0 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0223'CANYON CITY, 2.3 MILES NORTH OF CORDES JUNCTION, 0.4 MILE SOUTH OF
 ET0223'MILE POST NUMBER 265, 98 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 ET0223'LANES, SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 4
 ET0223'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0910 ***********************************************************************
 DA0910  DESIGNATION -  D 344
 DA0910  PID         -  DA0910
 DA0910  STATE/COUNTY-  AZ/PIMA
 DA0910  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0910
 DA0910                         *CURRENT SURVEY CONTROL
 DA0910  ___________________________________________________________________
 DA0910* NAD 83(1986)-  32 05 06.     (N)    113 13 31.     (W)     SCALED    
 DA0910* NAVD 88     -       344.82   (+/-2cm)    1131.3    (feet)  VERTCON   
 DA0910  ___________________________________________________________________
 DA0910  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA0910
 DA0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0910
 DA0910.The horizontal coordinates were scaled from a topographic map and have
 DA0910.an estimated accuracy of +/- 6 seconds.
 DA0910
 DA0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0910.The vertical order pertains to the NGVD 29 superseded value.
 DA0910
 DA0910.The geoid height was determined by GEOID03.
 DA0910
 DA0910;                    North         East    Units  Estimated Accuracy
 DA0910;SPC AZ C     -   121,040.       89,830.      MT  (+/- 180 meters Scaled)
 DA0910
 DA0910                          SUPERSEDED SURVEY CONTROL
 DA0910
 DA0910  NGVD 29 (??/??/92)  344.132  (m)         1129.04   (f) ADJ UNCH    2 0
 DA0910
 DA0910.Superseded values are not recommended for survey control.
 DA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0910.See file dsdata.txt to determine how the superseded data were derived.
 DA0910
 DA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA899520(NAD 83)
 DA0910_MARKER: DB = BENCH MARK DISK
 DA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0910_STAMPING: D 344 1961
 DA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0910+STABILITY: SURFACE MOTION
 DA0910
 DA0910  HISTORY     - Date     Condition        Report By
 DA0910  HISTORY     - 1961     MONUMENTED       CGS
 DA0910  HISTORY     - 1962     GOOD             NGS
 DA0910
 DA0910                          STATION DESCRIPTION
 DA0910
 DA0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0910'37.9 MI SW FROM AJO.
 DA0910'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIS AND GILA BEND
 DA0910'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0910'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0910'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0910'HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A TRAIL
 DA0910'ROAD.  THENCE 4.0 MILES SOUTHWEST ALONG A DIM TRAIL ROAD, 0.3 MILE
 DA0910'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0910'FEET AND IS NUMBERED 53, 48 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DA0910'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 DA0910'THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DA0910'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0204 ***********************************************************************
 ET0204  DESIGNATION -  D 344
 ET0204  PID         -  ET0204
 ET0204  STATE/COUNTY-  AZ/YAVAPAI
 ET0204  USGS QUAD   -  ESTLER PEAK (1974)
 ET0204
 ET0204                         *CURRENT SURVEY CONTROL
 ET0204  ___________________________________________________________________
 ET0204* NAD 83(1986)-  34 29 10.     (N)    112 00 43.     (W)     SCALED    
 ET0204* NAVD 88     -      1369.26   (+/-2cm)    4492.3    (feet)  VERTCON   
 ET0204  ___________________________________________________________________
 ET0204  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0204
 ET0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0204
 ET0204.The horizontal coordinates were scaled from a topographic map and have
 ET0204.an estimated accuracy of +/- 6 seconds.
 ET0204
 ET0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0204.The vertical order pertains to the NGVD 29 superseded value.
 ET0204
 ET0204.The geoid height was determined by GEOID03.
 ET0204
 ET0204;                    North         East    Units  Estimated Accuracy
 ET0204;SPC AZ C     -   386,580.      204,610.      MT  (+/- 180 meters Scaled)
 ET0204
 ET0204                          SUPERSEDED SURVEY CONTROL
 ET0204
 ET0204  NGVD 29 (??/??/92) 1368.466  (m)         4489.71   (f) ADJ UNCH    2 0
 ET0204
 ET0204.Superseded values are not recommended for survey control.
 ET0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0204.See file dsdata.txt to determine how the superseded data were derived.
 ET0204
 ET0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD070165(NAD 83)
 ET0204_MARKER: DB = BENCH MARK DISK
 ET0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0204_STAMPING: D 344 1950
 ET0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0204+STABILITY: SURFACE MOTION
 ET0204
 ET0204  HISTORY     - Date     Condition        Report By
 ET0204  HISTORY     - 1959     MONUMENTED       CGS
 ET0204
 ET0204                          STATION DESCRIPTION
 ET0204
 ET0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0204'12.5 MI S FROM CAMP VERDE.
 ET0204'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0204'OFFICE IN CAMP VERDE, THENCE 9.5 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0204'0.15 MILES NORTH OF MILEPOST 276, 97 FEET WEST OF THE CENTER OF THE
 ET0204'HIGHWAY, 2 FEET EAST OF A FENCE, 4 FEET NORTH OF WITNESS POST. SET IN
 ET0204'ROUND CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0886 ***********************************************************************
 DA0886  DESIGNATION -  D 345
 DA0886  PID         -  DA0886
 DA0886  STATE/COUNTY-  AZ/PIMA
 DA0886  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0886
 DA0886                         *CURRENT SURVEY CONTROL
 DA0886  ___________________________________________________________________
 DA0886* NAD 83(1986)-  32 12 01.     (N)    113 04 05.     (W)     SCALED    
 DA0886* NAVD 88     -       331.66   (+/-2cm)    1088.1    (feet)  VERTCON   
 DA0886  ___________________________________________________________________
 DA0886  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0886
 DA0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0886
 DA0886.The horizontal coordinates were scaled from a topographic map and have
 DA0886.an estimated accuracy of +/- 6 seconds.
 DA0886
 DA0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0886.The vertical order pertains to the NGVD 29 superseded value.
 DA0886
 DA0886.The geoid height was determined by GEOID03.
 DA0886
 DA0886;                    North         East    Units  Estimated Accuracy
 DA0886;SPC AZ C     -   133,660.      104,810.      MT  (+/- 180 meters Scaled)
 DA0886
 DA0886                          SUPERSEDED SURVEY CONTROL
 DA0886
 DA0886  NGVD 29 (??/??/92)  330.978  (m)         1085.88   (f) ADJ UNCH    2 0
 DA0886
 DA0886.Superseded values are not recommended for survey control.
 DA0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0886.See file dsdata.txt to determine how the superseded data were derived.
 DA0886
 DA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA050645(NAD 83)
 DA0886_MARKER: DB = BENCH MARK DISK
 DA0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0886_STAMPING: D 345 1961
 DA0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0886+STABILITY: SURFACE MOTION
 DA0886
 DA0886  HISTORY     - Date     Condition        Report By
 DA0886  HISTORY     - 1961     MONUMENTED       CGS
 DA0886  HISTORY     - 1962     GOOD             NGS
 DA0886
 DA0886                          STATION DESCRIPTION
 DA0886
 DA0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0886'28.15 MI SW FROM AJO.
 DA0886'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0886'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0886'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0886'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0886'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0886'ALONG A TRAIL ROAD.  THENCE 4.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0886'0.15 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0886'PROJECTS 16 FEET AND IS NUMBERED 48, AT A BOUNDARY FENCE OF THE CABEZA
 DA0886'PRIETA GAME REFUGE, 58 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0886'ROAD, 31 FEET EAST OF THE CENTER OF A GATE, 4.2 FEET SOUTH OF A FENCE,
 DA0886'150 FEET EAST OF THREE METAL WATER TANKS, 1.8 FEET NORTH OF A METAL
 DA0886'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0886'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0340 ***********************************************************************
 FQ0340  DESIGNATION -  D 345
 FQ0340  PID         -  FQ0340
 FQ0340  STATE/COUNTY-  AZ/COCONINO
 FQ0340  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0340
 FQ0340                         *CURRENT SURVEY CONTROL
 FQ0340  ___________________________________________________________________
 FQ0340* NAD 83(1986)-  35 04 06.     (N)    111 40 59.     (W)     SCALED    
 FQ0340* NAVD 88     -      2043.814  (meters)    6705.41   (feet)  ADJUSTED  
 FQ0340  ___________________________________________________________________
 FQ0340  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FQ0340  DYNAMIC HT  -        2040.914 (meters)    6695.90  (feet)  COMP
 FQ0340  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 FQ0340
 FQ0340  VERT ORDER  -  SECOND    CLASS 0
 FQ0340
 FQ0340.The horizontal coordinates were scaled from a topographic map and have
 FQ0340.an estimated accuracy of +/- 6 seconds.
 FQ0340
 FQ0340.The orthometric height was determined by differential leveling
 FQ0340.and adjusted by the National Geodetic Survey in June 1991..
 FQ0340
 FQ0340.The geoid height was determined by GEOID03.
 FQ0340
 FQ0340.The dynamic height is computed by dividing the NAVD 88
 FQ0340.geopotential number by the normal gravity value computed on the
 FQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0340.degrees latitude (g = 980.6199 gals.).
 FQ0340
 FQ0340.The modeled gravity was interpolated from observed gravity values.
 FQ0340
 FQ0340;                    North         East    Units  Estimated Accuracy
 FQ0340;SPC AZ C     -   451,180.      234,670.      MT  (+/- 180 meters Scaled)
 FQ0340
 FQ0340                          SUPERSEDED SURVEY CONTROL
 FQ0340
 FQ0340  NGVD 29 (??/??/92) 2042.811  (m)         6702.12   (f) ADJ UNCH    2 0
 FQ0340
 FQ0340.Superseded values are not recommended for survey control.
 FQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0340.See file dsdata.txt to determine how the superseded data were derived.
 FQ0340
 FQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377808(NAD 83)
 FQ0340_MARKER: DB = BENCH MARK DISK
 FQ0340_SETTING: 80 = SET IN A BOULDER
 FQ0340_SP_SET: BOULDER
 FQ0340_STAMPING: D 345 1959
 FQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0340+STABILITY: SURFACE MOTION
 FQ0340
 FQ0340  HISTORY     - Date     Condition        Report By
 FQ0340  HISTORY     - 1959     MONUMENTED       CGS
 FQ0340
 FQ0340                          STATION DESCRIPTION
 FQ0340
 FQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0340'9.8 MI SW FROM FLAGSTAFF.
 FQ0340'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0340'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0340'THENCE 7.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.1 MILE
 FQ0340'NORTH OF A ROCK CUT, ABOUT 220 FEET SOUTH OF A DEEP WASH, 97 FEET WEST
 FQ0340'OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF THE WITNESS SIGN,
 FQ0340'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3 FEET ON
 FQ0340'THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0890 ***********************************************************************
 DA0890  DESIGNATION -  D 346
 DA0890  PID         -  DA0890
 DA0890  STATE/COUNTY-  AZ/YUMA
 DA0890  USGS QUAD   -  LAS PLAYAS (1990)
 DA0890
 DA0890                         *CURRENT SURVEY CONTROL
 DA0890  ___________________________________________________________________
 DA0890* NAD 83(1986)-  32 05 06.     (N)    113 28 46.     (W)     SCALED    
 DA0890* NAVD 88     -       221.83   (+/-2cm)     727.8    (feet)  VERTCON   
 DA0890  ___________________________________________________________________
 DA0890  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DA0890
 DA0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0890
 DA0890.The horizontal coordinates were scaled from a topographic map and have
 DA0890.an estimated accuracy of +/- 6 seconds.
 DA0890
 DA0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0890.The vertical order pertains to the NGVD 29 superseded value.
 DA0890
 DA0890.The geoid height was determined by GEOID03.
 DA0890
 DA0890;                    North         East    Units  Estimated Accuracy
 DA0890;SPC AZ W     -   120,330.      238,900.      MT  (+/- 180 meters Scaled)
 DA0890
 DA0890                          SUPERSEDED SURVEY CONTROL
 DA0890
 DA0890  NGVD 29 (??/??/92)  221.145  (m)          725.54   (f) ADJ UNCH    2 0
 DA0890
 DA0890.Superseded values are not recommended for survey control.
 DA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0890.See file dsdata.txt to determine how the superseded data were derived.
 DA0890
 DA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA659525(NAD 83)
 DA0890_MARKER: DB = BENCH MARK DISK
 DA0890_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0890_SP_SET: 11 FT
 DA0890_STAMPING: D 346 1961
 DA0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0890
 DA0890  HISTORY     - Date     Condition        Report By
 DA0890  HISTORY     - 1961     MONUMENTED       CGS
 DA0890  HISTORY     - 1962     GOOD             NGS
 DA0890
 DA0890                          STATION DESCRIPTION
 DA0890
 DA0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0890'20.3 MI SE FROM TULE WELL.
 DA0890'ABOUT 20.3 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0890'COMMISSION SHELTER AT TULE WELL.  OR ABOUT 8.9 MILES SOUTHWEST ALONG A
 DA0890'TRAIL ROAD FROM A CONCRETE WATER TANK AT PAPAGO WELL.  THENCE 5.9
 DA0890'MILES NORTHWEST ALONG THE UNITED STATES-MEXICO BORDER FENCE, 0.3 MILE
 DA0890'SOUTH-SOUTHEAST AND 5.9 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0890'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, 1.4 FEET
 DA0890'NORTH OF THE UNITED STATES-MEXICO BORDER FENCE, 5 FEET SOUTH OF THE
 DA0890'CENTER LINE OF THE TRAIL ROAD, NEAR THE CENTER OF SOME SAND DUNES, 1.0
 DA0890'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD,
 DA0890'AND CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DA0890'OF 11 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0050 ***********************************************************************
 ES0050  DESIGNATION -  D 346
 ES0050  PID         -  ES0050
 ES0050  STATE/COUNTY-  AZ/NAVAJO
 ES0050  USGS QUAD   -  APACHE BUTTE (1986)
 ES0050
 ES0050                         *CURRENT SURVEY CONTROL
 ES0050  ___________________________________________________________________
 ES0050* NAD 83(1986)-  34 57 56.     (N)    110 25 00.     (W)     SCALED    
 ES0050* NAVD 88     -      1510.570  (meters)    4955.93   (feet)  ADJUSTED  
 ES0050  ___________________________________________________________________
 ES0050  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0050  DYNAMIC HT  -        1508.551 (meters)    4949.30  (feet)  COMP
 ES0050  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 ES0050
 ES0050  VERT ORDER  -  FIRST     CLASS II
 ES0050
 ES0050.The horizontal coordinates were scaled from a topographic map and have
 ES0050.an estimated accuracy of +/- 6 seconds.
 ES0050
 ES0050.The orthometric height was determined by differential leveling
 ES0050.and adjusted by the National Geodetic Survey in June 1991..
 ES0050
 ES0050.The geoid height was determined by GEOID03.
 ES0050
 ES0050.The dynamic height is computed by dividing the NAVD 88
 ES0050.geopotential number by the normal gravity value computed on the
 ES0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0050.degrees latitude (g = 980.6199 gals.).
 ES0050
 ES0050.The modeled gravity was interpolated from observed gravity values.
 ES0050
 ES0050;                    North         East    Units  Estimated Accuracy
 ES0050;SPC AZ E     -   439,780.      190,530.      MT  (+/- 180 meters Scaled)
 ES0050
 ES0050                          SUPERSEDED SURVEY CONTROL
 ES0050
 ES0050  NGVD 29 (??/??/92) 1509.800  (m)         4953.40   (f) ADJ UNCH    1 2
 ES0050
 ES0050.Superseded values are not recommended for survey control.
 ES0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0050.See file dsdata.txt to determine how the superseded data were derived.
 ES0050
 ES0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD532693(NAD 83)
 ES0050_MARKER: DB = BENCH MARK DISK
 ES0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0050_STAMPING: D 346 1956
 ES0050_MARK LOGO: CGS   
 ES0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0050+STABILITY: SURFACE MOTION
 ES0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0050+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 ES0050
 ES0050  HISTORY     - Date     Condition        Report By
 ES0050  HISTORY     - 1959     MONUMENTED       CGS
 ES0050  HISTORY     - 1983     GOOD             NGS
 ES0050  HISTORY     - 20050525 GOOD             NGS
 ES0050
 ES0050                          STATION DESCRIPTION
 ES0050
 ES0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0050'6.5 MI W FROM JOSEPH CITY.
 ES0050'17.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0050'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0050'POST OFFICE AT WINSLOW, 0.3 MILE WEST OF MILE POST 291, 99 FEET NORTH
 ES0050'OF THE NORTH RAILROAD TRACK, 19 FEET SOUTH OF THE FENCE, 9 FEET WEST
 ES0050'OF A TELEPHONE POLE, 1.5 FEET EAST OF THE WITNESS POST, SET IN THE TOP
 ES0050'OF A 12 SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0050
 ES0050                          STATION RECOVERY (1983)
 ES0050
 ES0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0050'RECOVERED IN GOOD CONDITION.
 ES0050
 ES0050                          STATION RECOVERY (2005)
 ES0050
 ES0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0050'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40.  RR IS NOW PART OF
 ES0050'BNSF SYSTEM.  FENCE WAS REMOVED.  SITE IS 4.6 MILES WEST OF JOSEPH
 ES0050'CITY
 ES0050'AND ABOUT A HALF MILE EAST OF JACK RABBIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1004 ***********************************************************************
 DA1004  DESIGNATION -  D 347
 DA1004  PID         -  DA1004
 DA1004  STATE/COUNTY-  AZ/YUMA
 DA1004  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1004
 DA1004                         *CURRENT SURVEY CONTROL
 DA1004  ___________________________________________________________________
 DA1004* NAD 83(1986)-  32 08 03.     (N)    113 38 18.     (W)     SCALED    
 DA1004* NAVD 88     -       289.43   (+/-2cm)     949.6    (feet)  VERTCON   
 DA1004  ___________________________________________________________________
 DA1004  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1004
 DA1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1004
 DA1004.The horizontal coordinates were scaled from a topographic map and have
 DA1004.an estimated accuracy of +/- 6 seconds.
 DA1004
 DA1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1004.The vertical order pertains to the NGVD 29 superseded value.
 DA1004
 DA1004.The geoid height was determined by GEOID03.
 DA1004
 DA1004;                    North         East    Units  Estimated Accuracy
 DA1004;SPC AZ W     -   125,750.      223,900.      MT  (+/- 180 meters Scaled)
 DA1004
 DA1004                          SUPERSEDED SURVEY CONTROL
 DA1004
 DA1004  NGVD 29 (??/??/92)  288.744  (m)          947.32   (f) ADJ UNCH    2 0
 DA1004
 DA1004.Superseded values are not recommended for survey control.
 DA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1004.See file dsdata.txt to determine how the superseded data were derived.
 DA1004
 DA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA511583(NAD 83)
 DA1004_MARKER: DB = BENCH MARK DISK
 DA1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1004_STAMPING: D 347 1961
 DA1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1004+STABILITY: SURFACE MOTION
 DA1004
 DA1004  HISTORY     - Date     Condition        Report By
 DA1004  HISTORY     - 1961     MONUMENTED       CGS
 DA1004  HISTORY     - 1962     GOOD             NGS
 DA1004
 DA1004                          STATION DESCRIPTION
 DA1004
 DA1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1004'9.7 MI SE FROM TULE WELL.
 DA1004'ABOUT 9.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1004'COMMISSION SHELTER AT TULE WELL, 2.5 MILES NORTHWEST OF A 4X4-INCH
 DA1004'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1004'70 YARDS EAST OF THE CENTER LINE OF A WASH, 20 FEET SOUTH OF THE
 DA1004'CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1004'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1004'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0215 ***********************************************************************
 FP0215  DESIGNATION -  D 347
 FP0215  PID         -  FP0215
 FP0215  STATE/COUNTY-  AZ/APACHE
 FP0215  USGS QUAD   -  CHAMBERS (1971)
 FP0215
 FP0215                         *CURRENT SURVEY CONTROL
 FP0215  ___________________________________________________________________
 FP0215* NAD 83(1986)-  35 12 00.     (N)    109 23 13.     (W)     SCALED    
 FP0215* NAVD 88     -      1761.499  (meters)    5779.18   (feet)  ADJUSTED  
 FP0215  ___________________________________________________________________
 FP0215  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FP0215  DYNAMIC HT  -        1759.047 (meters)    5771.14  (feet)  COMP
 FP0215  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 FP0215
 FP0215  VERT ORDER  -  FIRST     CLASS II
 FP0215
 FP0215.The horizontal coordinates were scaled from a topographic map and have
 FP0215.an estimated accuracy of +/- 6 seconds.
 FP0215
 FP0215.The orthometric height was determined by differential leveling
 FP0215.and adjusted by the National Geodetic Survey in June 1991..
 FP0215.WARNING-Repeat measurements at this control monument indicate possible
 FP0215.vertical movement.
 FP0215
 FP0215.The geoid height was determined by GEOID03.
 FP0215
 FP0215.The dynamic height is computed by dividing the NAVD 88
 FP0215.geopotential number by the normal gravity value computed on the
 FP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0215.degrees latitude (g = 980.6199 gals.).
 FP0215
 FP0215.The modeled gravity was interpolated from observed gravity values.
 FP0215
 FP0215;                    North         East    Units  Estimated Accuracy
 FP0215;SPC AZ E     -   466,040.      284,360.      MT  (+/- 180 meters Scaled)
 FP0215
 FP0215                          SUPERSEDED SURVEY CONTROL
 FP0215
 FP0215  NGVD 29 (??/??/92) 1760.549  (m)         5776.07   (f) ADJ UNCH    1 2
 FP0215
 FP0215.Superseded values are not recommended for survey control.
 FP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0215.See file dsdata.txt to determine how the superseded data were derived.
 FP0215
 FP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD468964(NAD 83)
 FP0215_MARKER: DB = BENCH MARK DISK
 FP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0215_STAMPING: D 347 1959
 FP0215_MARK LOGO: CGS   
 FP0215_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0215+STABILITY: SURFACE MOTION
 FP0215
 FP0215  HISTORY     - Date     Condition        Report By
 FP0215  HISTORY     - 1959     MONUMENTED       CGS
 FP0215  HISTORY     - 1983     GOOD             NGS
 FP0215
 FP0215                          STATION DESCRIPTION
 FP0215
 FP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0215'3.5 MI W FROM SANDERS.
 FP0215'3.5 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0215'0.1 MILE EAST OF RAILROAD MILEPOST 203, 99 FEET SOUTH OF HIGHWAY
 FP0215'MILEPOST 358, 2 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 2.5
 FP0215'FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 FP0215'CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0215
 FP0215                          STATION RECOVERY (1983)
 FP0215
 FP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0215'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 FP0215'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0215'U. S.  HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0215'NORTHEAST OF MILEPOST 336, 43.9 METERS (144.0 FT) SOUTHEAST OF THE
 FP0215'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 0.4 METER (1.3
 FP0215'FT) NORTHWEST OF A FENCE.
 FP0215'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FP0215'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0017 ***********************************************************************
 DB0017  DESIGNATION -  D 348
 DB0017  PID         -  DB0017
 DB0017  STATE/COUNTY-  AZ/YUMA
 DB0017  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0017
 DB0017                         *CURRENT SURVEY CONTROL
 DB0017  ___________________________________________________________________
 DB0017* NAD 83(1986)-  32 18 37.     (N)    114 05 34.     (W)     SCALED    
 DB0017* NAVD 88     -       305.82   (+/-2cm)    1003.3    (feet)  VERTCON   
 DB0017  ___________________________________________________________________
 DB0017  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0017
 DB0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0017
 DB0017.The horizontal coordinates were scaled from a topographic map and have
 DB0017.an estimated accuracy of +/- 6 seconds.
 DB0017
 DB0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0017.The vertical order pertains to the NGVD 29 superseded value.
 DB0017
 DB0017.The geoid height was determined by GEOID03.
 DB0017
 DB0017;                    North         East    Units  Estimated Accuracy
 DB0017;SPC AZ W     -   145,330.      181,080.      MT  (+/- 180 meters Scaled)
 DB0017
 DB0017                          SUPERSEDED SURVEY CONTROL
 DB0017
 DB0017  NGVD 29 (??/??/??)  305.135  (m)         1001.10   (f) ADJUSTED    2 0
 DB0017
 DB0017.Superseded values are not recommended for survey control.
 DB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0017.See file dsdata.txt to determine how the superseded data were derived.
 DB0017
 DB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR737785(NAD 83)
 DB0017_MARKER: DB = BENCH MARK DISK
 DB0017_SETTING: 66 = SET IN ROCK OUTCROP
 DB0017_SP_SET: ROCK OUTCROP
 DB0017_STAMPING: D 348 1961
 DB0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0017+STABILITY: POSITION/ELEVATION WELL
 DB0017
 DB0017  HISTORY     - Date     Condition        Report By
 DB0017  HISTORY     - 1961     MONUMENTED       CGS
 DB0017  HISTORY     - 1962     GOOD             NGS
 DB0017
 DB0017                          STATION DESCRIPTION
 DB0017
 DB0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0017'23.3 MI W FROM TULE WELL.
 DB0017'ABOUT 23.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0017'GAME COMMISSION SHELTER AT TULE WELL, OR ABOUT 7.1 MILES WEST
 DB0017'ALONG U.S. HIGHWAY 80 FROM THE SERVICE STATION AND CAFE AT
 DB0017'LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST ALONG A TRAIL ROAD
 DB0017'TO THE SITE OF THE ABANDONED FORTUNA MINE, THENCE 1.95 MILES
 DB0017'SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS A WASH, THENCE
 DB0017'22.90 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.4 MILE EAST
 DB0017'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0017'PROJECTS 16 FEET AND IS NUMBER 14, AT THE WEST END OF A PASS
 DB0017'WHERE THE TRAIL ROAD BREAKS OUT INTO THE DESERT, 0.15 MILE WEST
 DB0017'OF THE JUNCTION OF THE TRAIL ROAD AND A GOOD TRAIL ROAD LEADING
 DB0017'SOUTH TO THE MEXICAN BORDER, 74 YARDS NORTHWEST OF THE
 DB0017'INTERSECTION OF THE TRAIL ROAD AND A DIM TRAIL ROAD, 116 FEET
 DB0017'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD WHICH LEADS
 DB0017'NORTHWEST ALONG THE BASE OF THE MOUNTAINS, ON THE SOUTHWEST END
 DB0017'OF A SHARP ROCKY PROJECTION, ABOUT LEVEL WITH THE TRAIL ROAD,
 DB0017'AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING 18 INCHES ABOVE
 DB0017'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0214 ***********************************************************************
 CG0214  DESIGNATION -  D 348
 CG0214  PID         -  CG0214
 CG0214  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0214  USGS QUAD   -  RIO RICO (1981)
 CG0214
 CG0214                         *CURRENT SURVEY CONTROL
 CG0214  ___________________________________________________________________
 CG0214* NAD 83(1986)-  31 27 25.     (N)    110 59 12.     (W)     SCALED    
 CG0214* NAVD 88     -      1051.158  (meters)    3448.67   (feet)  ADJUSTED  
 CG0214  ___________________________________________________________________
 CG0214  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0214  DYNAMIC HT  -        1049.558 (meters)    3443.42  (feet)  COMP
 CG0214  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CG0214
 CG0214  VERT ORDER  -  FIRST     CLASS II
 CG0214
 CG0214.The horizontal coordinates were scaled from a topographic map and have
 CG0214.an estimated accuracy of +/- 6 seconds.
 CG0214
 CG0214.The orthometric height was determined by differential leveling
 CG0214.and adjusted by the National Geodetic Survey in June 1991..
 CG0214
 CG0214.The geoid height was determined by GEOID03.
 CG0214
 CG0214.The dynamic height is computed by dividing the NAVD 88
 CG0214.geopotential number by the normal gravity value computed on the
 CG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0214.degrees latitude (g = 980.6199 gals.).
 CG0214
 CG0214.The modeled gravity was interpolated from observed gravity values.
 CG0214
 CG0214;                    North         East    Units  Estimated Accuracy
 CG0214;SPC AZ C     -    51,030.      301,750.      MT  (+/- 180 meters Scaled)
 CG0214
 CG0214                          SUPERSEDED SURVEY CONTROL
 CG0214
 CG0214  NGVD 29 (??/??/92) 1050.300  (m)         3445.86   (f) ADJ UNCH    1 2
 CG0214
 CG0214.Superseded values are not recommended for survey control.
 CG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0214.See file dsdata.txt to determine how the superseded data were derived.
 CG0214
 CG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV012802(NAD 83)
 CG0214_MARKER: DB = BENCH MARK DISK
 CG0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0214_SP_SET: BRIDGE
 CG0214_STAMPING: D 348 1959
 CG0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0214
 CG0214  HISTORY     - Date     Condition        Report By
 CG0214  HISTORY     - 1959     MONUMENTED       CGS
 CG0214  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0214  HISTORY     - 1980     GOOD             NGS
 CG0214
 CG0214                          STATION DESCRIPTION
 CG0214
 CG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0214'8.7 MI N FROM NOGALES.
 CG0214'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0214'RAILROAD TRACKS, THENCE 8.8 MILES NORTH ALONG U.S. HIGHWAY 89, 0.2
 CG0214'MILE NORTH OF MILEPOST 10, 22.5 FEET EAST OF THE CENTER OF THE
 CG0214'HIGHWAY, 2.5 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL
 CG0214'IN THE CENTER OF THE SOUTHEAST WING-WALL OF A CONCRETE BRIDGE.
 CG0214
 CG0214                          STATION RECOVERY (1976)
 CG0214
 CG0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0214'MARK NOT FOUND.
 CG0214
 CG0214                          STATION RECOVERY (1980)
 CG0214
 CG0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0214'14.2 KILOMETERS (8.8 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0214'FROM THE INTERCHANGE AT TUMACACORI, AT A 3-CHANNEL CONCRETE BRIDGE
 CG0214'UNDER THE NORTHBOUND TRAFFIC LANE, IN TOP OF THE EAST WINGWALL, 6.9
 CG0214'METERS (22.5 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 CG0214'TRAFFIC LANE.
 CG0214'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CG0214'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0945 ***********************************************************************
 DA0945  DESIGNATION -  D 349
 DA0945  PID         -  DA0945
 DA0945  STATE/COUNTY-  AZ/YUMA
 DA0945  USGS QUAD   -  COYOTE WATER (1990)
 DA0945
 DA0945                         *CURRENT SURVEY CONTROL
 DA0945  ___________________________________________________________________
 DA0945* NAD 83(1986)-  32 20 34.     (N)    113 53 25.     (W)     SCALED    
 DA0945* NAVD 88     -       381.63   (+/-2cm)    1252.1    (feet)  VERTCON   
 DA0945  ___________________________________________________________________
 DA0945  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0945
 DA0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0945
 DA0945.The horizontal coordinates were scaled from a topographic map and have
 DA0945.an estimated accuracy of +/- 6 seconds.
 DA0945
 DA0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0945.The vertical order pertains to the NGVD 29 superseded value.
 DA0945
 DA0945.The geoid height was determined by GEOID03.
 DA0945
 DA0945;                    North         East    Units  Estimated Accuracy
 DA0945;SPC AZ W     -   148,890.      200,160.      MT  (+/- 180 meters Scaled)
 DA0945
 DA0945                          SUPERSEDED SURVEY CONTROL
 DA0945
 DA0945  NGVD 29 (??/??/92)  380.926  (m)         1249.75   (f) ADJ UNCH    2 0
 DA0945
 DA0945.Superseded values are not recommended for survey control.
 DA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0945.See file dsdata.txt to determine how the superseded data were derived.
 DA0945
 DA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA279821(NAD 83)
 DA0945_MARKER: DB = BENCH MARK DISK
 DA0945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0945_SP_SET: 8 FT.
 DA0945_STAMPING: D 349 1961
 DA0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0945
 DA0945  HISTORY     - Date     Condition        Report By
 DA0945  HISTORY     - 1961     MONUMENTED       CGS
 DA0945  HISTORY     - 1962     GOOD             NGS
 DA0945
 DA0945                          STATION DESCRIPTION
 DA0945
 DA0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0945'14.6 MI NW FROM TULE WELL.
 DA0945'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0945'COMMISSION SHELTER AT TULE WELL.  THENCE 11.3 MILES NORTHWEST ALONG A
 DA0945'DIM TRAIL ROAD, 0.8 MILE EAST SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0945'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.75 MILE EAST
 DA0945'OF A ROCKY PROJECTION, AT THE BASE OF A RANGE OF MOUNTAINS, 22 FEET
 DA0945'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL
 DA0945'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND CLAMPED ON THE TOP
 DA0945'OF A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 DA0945'ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0104 ***********************************************************************
 ES0104  DESIGNATION -  D 35
 ES0104  PID         -  ES0104
 ES0104  STATE/COUNTY-  AZ/NAVAJO
 ES0104  USGS QUAD   -  SUN VALLEY (1986)
 ES0104
 ES0104                         *CURRENT SURVEY CONTROL
 ES0104  ___________________________________________________________________
 ES0104* NAD 83(1986)-  34 52 31.     (N)    110 03 48.     (W)     SCALED    
 ES0104* NAVD 88     -      1593.911  (meters)    5229.36   (feet)  ADJUSTED  
 ES0104  ___________________________________________________________________
 ES0104  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0104  DYNAMIC HT  -        1591.712 (meters)    5222.14  (feet)  COMP
 ES0104  MODELED GRAV-     979,199.7   (mgal)                       NAVD 88
 ES0104
 ES0104  VERT ORDER  -  SECOND    CLASS 0
 ES0104
 ES0104.The horizontal coordinates were scaled from a topographic map and have
 ES0104.an estimated accuracy of +/- 6 seconds.
 ES0104
 ES0104.The orthometric height was determined by differential leveling
 ES0104.and adjusted by the National Geodetic Survey in June 1991..
 ES0104
 ES0104.The geoid height was determined by GEOID03.
 ES0104
 ES0104.The dynamic height is computed by dividing the NAVD 88
 ES0104.geopotential number by the normal gravity value computed on the
 ES0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0104.degrees latitude (g = 980.6199 gals.).
 ES0104
 ES0104.The modeled gravity was interpolated from observed gravity values.
 ES0104
 ES0104;                    North         East    Units  Estimated Accuracy
 ES0104;SPC AZ E     -   429,740.      222,810.      MT  (+/- 180 meters Scaled)
 ES0104
 ES0104                          SUPERSEDED SURVEY CONTROL
 ES0104
 ES0104  NGVD 29 (??/??/92) 1593.083  (m)         5226.64   (f) ADJ UNCH    2 0
 ES0104
 ES0104.Superseded values are not recommended for survey control.
 ES0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0104.See file dsdata.txt to determine how the superseded data were derived.
 ES0104
 ES0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD856596(NAD 83)
 ES0104_MARKER: DB = BENCH MARK DISK
 ES0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0104_STAMPING: D 35 1934
 ES0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0104+STABILITY: SURFACE MOTION
 ES0104
 ES0104  HISTORY     - Date     Condition        Report By
 ES0104  HISTORY     - 1934     MONUMENTED       CGS
 ES0104  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0104
 ES0104                          STATION DESCRIPTION
 ES0104
 ES0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0104'6.6 MI SE FROM HOLBROOK.
 ES0104'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0104'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.2 MILE EAST
 ES0104'OF A CINDER PIT NORTH OF THE OLD ROAD, AND 57 FEET SOUTH OF THE
 ES0104'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 35 1934 AND SET
 ES0104'IN THE TOP OF A CONCRETE POST.
 ES0104
 ES0104                          STATION RECOVERY (1983)
 ES0104
 ES0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0104 ***********************************************************************
 DB0104  DESIGNATION -  D 350
 DB0104  PID         -  DB0104
 DB0104  STATE/COUNTY-  AZ/YUMA
 DB0104  USGS QUAD   -  FORTUNA MINE (1965)
 DB0104
 DB0104                         *CURRENT SURVEY CONTROL
 DB0104  ___________________________________________________________________
 DB0104* NAD 83(1986)-  32 31 59.     (N)    114 20 53.     (W)     SCALED    
 DB0104* NAVD 88     -       178.38   (+/-2cm)     585.2    (feet)  VERTCON   
 DB0104  ___________________________________________________________________
 DB0104  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0104
 DB0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0104
 DB0104.The horizontal coordinates were scaled from a topographic map and have
 DB0104.an estimated accuracy of +/- 6 seconds.
 DB0104
 DB0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0104.The vertical order pertains to the NGVD 29 superseded value.
 DB0104
 DB0104.The geoid height was determined by GEOID03.
 DB0104
 DB0104;                    North         East    Units  Estimated Accuracy
 DB0104;SPC AZ W     -   170,140.      157,180.      MT  (+/- 180 meters Scaled)
 DB0104
 DB0104                          SUPERSEDED SURVEY CONTROL
 DB0104
 DB0104  NGVD 29 (??/??/??)  177.712  (m)          583.04   (f) ADJUSTED    2 0
 DB0104
 DB0104.Superseded values are not recommended for survey control.
 DB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0104.See file dsdata.txt to determine how the superseded data were derived.
 DB0104
 DB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS490026(NAD 83)
 DB0104_MARKER: DB = BENCH MARK DISK
 DB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0104_STAMPING: D 350 1962
 DB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0104+STABILITY: SURFACE MOTION
 DB0104
 DB0104  HISTORY     - Date     Condition        Report By
 DB0104  HISTORY     - 1962     MONUMENTED       CGS
 DB0104
 DB0104                          STATION DESCRIPTION
 DB0104
 DB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0104'19.1 MI SW FROM LIGURTA.
 DB0104'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0104'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0104'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0104'THENCE 1.95 MILES SOUTHWEST ALONG A VERY DIM TRAIL ROAD WHICH
 DB0104'FOLLOWS A WASH, 0.2 MILE SOUTH OF A 4 X 4-INCH WHITE WOODEN
 DB0104'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 10, 0.2 MILE
 DB0104'NORTH OF A THICKET OF TREES, 36 FEET NORTHEAST OF THE CENTER
 DB0104'LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DB0104'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DB0104'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0972 ***********************************************************************
 DA0972  DESIGNATION -  D 351
 DA0972  PID         -  DA0972
 DA0972  STATE/COUNTY-  AZ/YUMA
 DA0972  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0972
 DA0972                         *CURRENT SURVEY CONTROL
 DA0972  ___________________________________________________________________
 DA0972* NAD 83(1986)-  32 29 07.     (N)    113 40 43.     (W)     SCALED    
 DA0972* NAVD 88     -       195.11   (+/-2cm)     640.1    (feet)  VERTCON   
 DA0972  ___________________________________________________________________
 DA0972  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DA0972
 DA0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0972
 DA0972.The horizontal coordinates were scaled from a topographic map and have
 DA0972.an estimated accuracy of +/- 6 seconds.
 DA0972
 DA0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0972.The vertical order pertains to the NGVD 29 superseded value.
 DA0972
 DA0972.The geoid height was determined by GEOID03.
 DA0972
 DA0972;                    North         East    Units  Estimated Accuracy
 DA0972;SPC AZ W     -   164,680.      220,070.      MT  (+/- 180 meters Scaled)
 DA0972
 DA0972                          SUPERSEDED SURVEY CONTROL
 DA0972
 DA0972  NGVD 29 (??/??/92)  194.467  (m)          638.01   (f) ADJ UNCH    2 0
 DA0972
 DA0972.Superseded values are not recommended for survey control.
 DA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0972.See file dsdata.txt to determine how the superseded data were derived.
 DA0972
 DA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA482973(NAD 83)
 DA0972_MARKER: DB = BENCH MARK DISK
 DA0972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0972_SP_SET: 12 1/2 FT
 DA0972_STAMPING: D 351 1962
 DA0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0972
 DA0972  HISTORY     - Date     Condition        Report By
 DA0972  HISTORY     - 1962     MONUMENTED       CGS
 DA0972
 DA0972                          STATION DESCRIPTION
 DA0972
 DA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0972'25.45 MI SE FROM TACNA.
 DA0972'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0972'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 3.05
 DA0972'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 3.0
 DA0972'MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0972'16 FEET AND IS NUMBERED 18, 4.3 MILES NORTH OF A 4X4-INCH WHITE WOODEN
 DA0972'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 37 FEET
 DA0972'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 DA0972'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, ON
 DA0972'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DA0972'12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0933 ***********************************************************************
 DA0933  DESIGNATION -  D 352
 DA0933  PID         -  DA0933
 DA0933  STATE/COUNTY-  AZ/YUMA
 DA0933  USGS QUAD   -  MONREAL WELL (1990)
 DA0933
 DA0933                         *CURRENT SURVEY CONTROL
 DA0933  ___________________________________________________________________
 DA0933* NAD 83(1986)-  32 29 08.     (N)    113 25 02.     (W)     SCALED    
 DA0933* NAVD 88     -       179.76   (+/-2cm)     589.8    (feet)  VERTCON   
 DA0933  ___________________________________________________________________
 DA0933  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA0933
 DA0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0933
 DA0933.The horizontal coordinates were scaled from a topographic map and have
 DA0933.an estimated accuracy of +/- 6 seconds.
 DA0933
 DA0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0933.The vertical order pertains to the NGVD 29 superseded value.
 DA0933
 DA0933.The geoid height was determined by GEOID03.
 DA0933
 DA0933;                    North         East    Units  Estimated Accuracy
 DA0933;SPC AZ W     -   164,760.      244,640.      MT  (+/- 180 meters Scaled)
 DA0933
 DA0933                          SUPERSEDED SURVEY CONTROL
 DA0933
 DA0933  NGVD 29 (??/??/92)  179.136  (m)          587.72   (f) ADJ UNCH    2 0
 DA0933
 DA0933.Superseded values are not recommended for survey control.
 DA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0933.See file dsdata.txt to determine how the superseded data were derived.
 DA0933
 DA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA728968(NAD 83)
 DA0933_MARKER: DB = BENCH MARK DISK
 DA0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0933_STAMPING: D 352 1961
 DA0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0933+STABILITY: SURFACE MOTION
 DA0933
 DA0933  HISTORY     - Date     Condition        Report By
 DA0933  HISTORY     - 1961     MONUMENTED       CGS
 DA0933  HISTORY     - 1962     GOOD             NGS
 DA0933
 DA0933                          STATION DESCRIPTION
 DA0933
 DA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0933'11.65 MI W FROM TONY TANK.
 DA0933'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0933'TONY TANK.  THENCE 9.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 1.5 MILES
 DA0933'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0933'FEET AND IS NUMBERED 38, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DA0933'TRAIL ROAD, 47 FEET NORTHEAST OF THE NORTHEAST EDGE OF A 10-INCH WELL
 DA0933'CASING, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DA0933'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0933'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0792 ***********************************************************************
 DA0792  DESIGNATION -  D 353
 DA0792  PID         -  DA0792
 DA0792  STATE/COUNTY-  AZ/MARICOPA
 DA0792  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0792
 DA0792                         *CURRENT SURVEY CONTROL
 DA0792  ___________________________________________________________________
 DA0792* NAD 83(1986)-  32 31 00.     (N)    113 16 29.     (W)     SCALED    
 DA0792* NAVD 88     -       208.29   (+/-2cm)     683.4    (feet)  VERTCON   
 DA0792  ___________________________________________________________________
 DA0792  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0792
 DA0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0792
 DA0792.The horizontal coordinates were scaled from a topographic map and have
 DA0792.an estimated accuracy of +/- 6 seconds.
 DA0792
 DA0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0792.The vertical order pertains to the NGVD 29 superseded value.
 DA0792
 DA0792.The geoid height was determined by GEOID03.
 DA0792
 DA0792;                    North         East    Units  Estimated Accuracy
 DA0792;SPC AZ C     -   168,970.       85,770.      MT  (+/- 180 meters Scaled)
 DA0792
 DA0792                          SUPERSEDED SURVEY CONTROL
 DA0792
 DA0792  NGVD 29 (??/??/92)  207.66   (m)          681.3    (f) COMPUTED    2 0
 DA0792
 DA0792.Superseded values are not recommended for survey control.
 DA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0792.See file dsdata.txt to determine how the superseded data were derived.
 DA0792
 DA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA863999(NAD 83)
 DA0792_MARKER: DB = BENCH MARK DISK
 DA0792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0792_SP_SET: 10 FT.
 DA0792_STAMPING: D 353 1961
 DA0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0792
 DA0792  HISTORY     - Date     Condition        Report By
 DA0792  HISTORY     - 1961     MONUMENTED       CGS
 DA0792  HISTORY     - 1962     GOOD             NGS
 DA0792
 DA0792                          STATION DESCRIPTION
 DA0792
 DA0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0792'1.15 MI N FROM TONY TANK.
 DA0792'ABOUT 1.15 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0792'TONY TANK, 0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0792'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION WITH AN
 DA0792'EAST-WEST CROSS ROAD, 70 FEET WEST OF THE CENTER LINE OF THE TRAIL
 DA0792'ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 86.6
 DA0792'FEET WEST OF U.S.G.S. BENCH MARK 681.43, 1.4 FEET WEST OF A METAL
 DA0792'WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON THE TOP OF A
 DA0792'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND
 DA0792'ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0817 ***********************************************************************
 DA0817  DESIGNATION -  D 353
 DA0817  PID         -  DA0817
 DA0817  STATE/COUNTY-  AZ/MARICOPA
 DA0817  USGS QUAD   -  SENTINEL (1986)
 DA0817
 DA0817                         *CURRENT SURVEY CONTROL
 DA0817  ___________________________________________________________________
 DA0817* NAD 83(1986)-  32 51 22.     (N)    113 13 46.     (W)     SCALED    
 DA0817* NAVD 88     -       208.26   (+/-2cm)     683.3    (feet)  VERTCON   
 DA0817  ___________________________________________________________________
 DA0817  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA0817
 DA0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0817
 DA0817.The horizontal coordinates were scaled from a topographic map and have
 DA0817.an estimated accuracy of +/- 6 seconds.
 DA0817
 DA0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0817.The vertical order pertains to the NGVD 29 superseded value.
 DA0817
 DA0817.The geoid height was determined by GEOID03.
 DA0817
 DA0817;                    North         East    Units  Estimated Accuracy
 DA0817;SPC AZ C     -   206,560.       90,490.      MT  (+/- 180 meters Scaled)
 DA0817
 DA0817                          SUPERSEDED SURVEY CONTROL
 DA0817
 DA0817  NGVD 29 (??/??/92)  207.662  (m)          681.30   (f) ADJ UNCH    2 0
 DA0817
 DA0817.Superseded values are not recommended for survey control.
 DA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0817.See file dsdata.txt to determine how the superseded data were derived.
 DA0817
 DA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB913375(NAD 83)
 DA0817_MARKER: DB = BENCH MARK DISK
 DA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0817_STAMPING: D 353 1960
 DA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0817+STABILITY: SURFACE MOTION
 DA0817
 DA0817  HISTORY     - Date     Condition        Report By
 DA0817  HISTORY     - 1960     MONUMENTED       CGS
 DA0817  HISTORY     - 1971     GOOD             NGS
 DA0817
 DA0817                          STATION DESCRIPTION
 DA0817
 DA0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0817'1 MI W FROM SENTINEL.
 DA0817'1 MILE WEST ALONG INTERSTATE HIGHWAY 8 FROM THE CENTER OF THE OVERPASS
 DA0817'AT THE SENTINEL EXIT, 115 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 DA0817'LANE, 4.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF
 DA0817'A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A ROUND CONCRETE
 DA0817'MONUMENT THAT IS 12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE
 DA0817'GROUND SURFACE.  NOTE-- (D 353 IS THE AZIMUTH MARK FOR TRIANGULATION
 DA0817'STATION SENTINAL 1960 1971.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0823 ***********************************************************************
 DA0823  DESIGNATION -  D 354
 DA0823  PID         -  DA0823
 DA0823  STATE/COUNTY-  AZ/MARICOPA
 DA0823  USGS QUAD   -  SENTINEL (1986)
 DA0823
 DA0823                         *CURRENT SURVEY CONTROL
 DA0823  ___________________________________________________________________
 DA0823* NAD 83(1992)-  32 52 10.50186(N)    113 08 36.60113(W)     ADJUSTED  
 DA0823* NAVD 88     -       239.585  (meters)     786.04   (feet)  ADJUSTED  
 DA0823  ___________________________________________________________________
 DA0823  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DA0823  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DA0823  DYNAMIC HT  -         239.307 (meters)     785.13  (feet)  COMP
 DA0823  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DA0823
 DA0823  HORZ ORDER  -  THIRD
 DA0823  VERT ORDER  -  FIRST     CLASS II
 DA0823
 DA0823.The horizontal coordinates were established by classical geodetic methods
 DA0823.and adjusted by the National Geodetic Survey in August 1993..
 DA0823
 DA0823.The orthometric height was determined by differential leveling
 DA0823.and adjusted by the National Geodetic Survey in June 1991..
 DA0823
 DA0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0823
 DA0823.The geoid height was determined by GEOID03.
 DA0823
 DA0823.The dynamic height is computed by dividing the NAVD 88
 DA0823.geopotential number by the normal gravity value computed on the
 DA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0823.degrees latitude (g = 980.6199 gals.).
 DA0823
 DA0823.The modeled gravity was interpolated from observed gravity values.
 DA0823
 DA0823;                    North         East     Units Scale Factor Converg.
 DA0823;SPC AZ C     -   207,956.589    98,547.922   MT  1.00006249   -0 39 57.3
 DA0823;SPC AZ C     -   682,272.27    323,319.95   iFT  1.00006249   -0 39 57.3
 DA0823;UTM  12      - 3,638,865.723   299,449.689   MT  1.00009595   -1 09 49.4
 DA0823
 DA0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0823!SPC AZ C     -   0.99996737  x   1.00006249  =   1.00002985
 DA0823!UTM  12      -   0.99996737  x   1.00009595  =   1.00006331
 DA0823
 DA0823                          SUPERSEDED SURVEY CONTROL
 DA0823
 DA0823  NAD 83(1986)-  32 52 10.49611(N)    113 08 36.60716(W) AD(       ) 3
 DA0823  NAD 27      -  32 52 10.31800(N)    113 08 33.96000(W) AD(       ) 3
 DA0823  NGVD 29 (??/??/92)  238.971  (m)          784.02   (f) ADJ UNCH    1 2
 DA0823
 DA0823.Superseded values are not recommended for survey control.
 DA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0823.See file dsdata.txt to determine how the superseded data were derived.
 DA0823
 DA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9945038866(NAD 83)
 DA0823_MARKER: DB = BENCH MARK DISK
 DA0823_SETTING: 66 = SET IN ROCK OUTCROP
 DA0823_SP_SET: BEDROCK
 DA0823_STAMPING: D 354 1960
 DA0823_MARK LOGO: CGS   
 DA0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0823+STABILITY: POSITION/ELEVATION WELL
 DA0823
 DA0823  HISTORY     - Date     Condition        Report By
 DA0823  HISTORY     - 1960     MONUMENTED       CGS
 DA0823  HISTORY     - 1980     GOOD             NGS
 DA0823  HISTORY     - 1980     GOOD             NGS
 DA0823  HISTORY     - 1980     GOOD             USGS
 DA0823
 DA0823                          STATION DESCRIPTION
 DA0823
 DA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0823'4.05 MI E FROM SENTINEL.
 DA0823'4.05 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0823'54 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 6 FEET
 DA0823'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN
 DA0823'BEDROCK AND ABOUT 11 FEET HIGHER THAN THE HIGHWAY.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0823'6.7 KM (4.15 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0823'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.25 KM (0.15 MI) NORTHEAST
 DA0823'OF MILEPOST 91, SET IN TOP OF A ROCK OUTCROP BETWEEN THE WEST-BOUND
 DA0823'LANES AND THE NORTHWEST RIGHT-OF-WAY FENCE, 16.5 METERS (54.0 FT)
 DA0823'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY,
 DA0823'13.0 METERS (42.5 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DA0823'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 DA0823'THE MARK IS 3.4 M ABOVE THE WEST-BOUND LANES.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0823'6.7 KM (4.15 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0823'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.25 KM (0.15 MI) NORTHEAST
 DA0823'OF MILEPOST 91, SET IN TOP OF A ROCK OUTCROP BETWEEN THE WEST-BOUND
 DA0823'LANES AND THE NORTHWEST RIGHT-OF-WAY FENCE, 16.5 METERS (54.0 FT)
 DA0823'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY,
 DA0823'13.0 METERS (42.5 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DA0823'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 DA0823'THE MARK IS 3.4 M ABOVE THE WEST-BOUND LANES.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0823'THE DISTANCE IS INCORRECT AND SHOULD READ 4.2 MILES EAST INSTEAD OF
 DA0823'4.05 MILES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0990 ***********************************************************************
 DA0990  DESIGNATION -  D 355
 DA0990  PID         -  DA0990
 DA0990  STATE/COUNTY-  AZ/YUMA
 DA0990  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0990
 DA0990                         *CURRENT SURVEY CONTROL
 DA0990  ___________________________________________________________________
 DA0990* NAD 83(1986)-  32 15 06.     (N)    113 41 33.     (W)     SCALED    
 DA0990* NAVD 88     -       327.39   (+/-2cm)    1074.1    (feet)  VERTCON   
 DA0990  ___________________________________________________________________
 DA0990  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DA0990
 DA0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0990
 DA0990.The horizontal coordinates were scaled from a topographic map and have
 DA0990.an estimated accuracy of +/- 6 seconds.
 DA0990
 DA0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0990.The vertical order pertains to the NGVD 29 superseded value.
 DA0990
 DA0990.The geoid height was determined by GEOID03.
 DA0990
 DA0990;                    North         East    Units  Estimated Accuracy
 DA0990;SPC AZ W     -   138,780.      218,780.      MT  (+/- 180 meters Scaled)
 DA0990
 DA0990                          SUPERSEDED SURVEY CONTROL
 DA0990
 DA0990  NGVD 29 (??/??/92)  326.698  (m)         1071.84   (f) ADJ UNCH    2 0
 DA0990
 DA0990.Superseded values are not recommended for survey control.
 DA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0990.See file dsdata.txt to determine how the superseded data were derived.
 DA0990
 DA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA463715(NAD 83)
 DA0990_MARKER: DB = BENCH MARK DISK
 DA0990_SETTING: 66 = SET IN ROCK OUTCROP
 DA0990_SP_SET: ROCK OUTCROP
 DA0990_STAMPING: D 355 1962
 DA0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0990+STABILITY: POSITION/ELEVATION WELL
 DA0990
 DA0990  HISTORY     - Date     Condition        Report By
 DA0990  HISTORY     - 1962     MONUMENTED       CGS
 DA0990
 DA0990                          STATION DESCRIPTION
 DA0990
 DA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0990'4.35 MI NE FROM TULE WELL.
 DA0990'ABOUT 4.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0990'COMMISSION SHELTER AT TULE WELL.  0.3 MILE WEST OF A 4X4-INCH WHITE
 DA0990'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27, 90
 DA0990'FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 DA0990'OUTCROP WHICH IS ON THE WEST SLOPE OF A ROCKY HILL AND WHICH PROJECTS
 DA0990'24 INCHES ABOVE THE GROUND, 0.1 MILE SOUTHWEST OF 2 CAIRNS WHICH ARE
 DA0990'ON THE NORTH SIDE OF THE ROAD, 90 FEET EAST OF THE JUNCTION OF THE
 DA0990'CENTER LINES OF THE ROAD AND A TRAIL ROAD LEADING SOUTH, 23.3 FEET
 DA0990'EAST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0990'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0269 ***********************************************************************
 CZ0269  DESIGNATION -  D 355
 CZ0269  PID         -  CZ0269
 CZ0269  STATE/COUNTY-  AZ/PIMA
 CZ0269  USGS QUAD   -  VAIL (1981)
 CZ0269
 CZ0269                         *CURRENT SURVEY CONTROL
 CZ0269  ___________________________________________________________________
 CZ0269* NAD 83(1986)-  32 00 17.     (N)    110 41 09.     (W)     SCALED    
 CZ0269* NAVD 88     -      1048.690  (meters)    3440.58   (feet)  ADJUSTED  
 CZ0269  ___________________________________________________________________
 CZ0269  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CZ0269  DYNAMIC HT  -        1047.173 (meters)    3435.60  (feet)  COMP
 CZ0269  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CZ0269  OBS GRAVITY -     979,156.6   (mgal)                       GRAV_OBS
 CZ0269
 CZ0269  VERT ORDER  -  FIRST     CLASS II
 CZ0269
 CZ0269.The horizontal coordinates were scaled from a topographic map and have
 CZ0269.an estimated accuracy of +/- 6 seconds.
 CZ0269
 CZ0269.The orthometric height was determined by differential leveling
 CZ0269.and adjusted by the National Geodetic Survey in June 1991..
 CZ0269
 CZ0269.The geoid height was determined by GEOID03.
 CZ0269
 CZ0269.The dynamic height is computed by dividing the NAVD 88
 CZ0269.geopotential number by the normal gravity value computed on the
 CZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0269.degrees latitude (g = 980.6199 gals.).
 CZ0269
 CZ0269.The modeled gravity was interpolated from observed gravity values.
 CZ0269.The observed gravity was obtained from relative gravimeter ties
 CZ0269.to the IGSN71 gravity network.
 CZ0269
 CZ0269;                    North         East    Units  Estimated Accuracy
 CZ0269;SPC AZ C     -   112,050.      329,650.      MT  (+/- 180 meters Scaled)
 CZ0269
 CZ0269                          SUPERSEDED SURVEY CONTROL
 CZ0269
 CZ0269  NGVD 29 (??/??/92) 1047.965  (m)         3438.20   (f) ADJ UNCH    1 2
 CZ0269
 CZ0269.Superseded values are not recommended for survey control.
 CZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0269.See file dsdata.txt to determine how the superseded data were derived.
 CZ0269
 CZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA296410(NAD 83)
 CZ0269_MARKER: DB = BENCH MARK DISK
 CZ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0269_STAMPING: D 355 1960
 CZ0269_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0269+STABILITY: SURFACE MOTION
 CZ0269
 CZ0269  HISTORY     - Date     Condition        Report By
 CZ0269  HISTORY     - 1960     MONUMENTED       CGS
 CZ0269  HISTORY     - 1962     GOOD             NGS
 CZ0269  HISTORY     - 1979     GOOD             NGS
 CZ0269
 CZ0269                          STATION DESCRIPTION
 CZ0269
 CZ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0269'20.5 MI SE FROM TUCSON.
 CZ0269'20.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0269'HIGHWAY 89 AT TUCSON TO MILE POST 268, 129 FEET SOUTHWEST OF THE MILE
 CZ0269'POST, 105 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 CZ0269'LANE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1.9 FEET NORTHEAST
 CZ0269'OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 10
 CZ0269'INCHES AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.
 CZ0269
 CZ0269                          STATION RECOVERY (1962)
 CZ0269
 CZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0269'RECOVERED IN GOOD CONDITION.
 CZ0269
 CZ0269                          STATION RECOVERY (1979)
 CZ0269
 CZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0269'21.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0269'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.25 MILE SOUTHEAST OF THE STATE
 CZ0269'HIGHWAY 83 BRIDGE OVERPASS, 93 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0269'THE EASTBOUND TRAFFIC LANE, 252 FEET WEST OF MILE POST 282 AND 2 FEET
 CZ0269'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0269'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CZ0269'THE MARK IS 8 FT BELOW EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0515 ***********************************************************************
 GR0515  DESIGNATION -  D 356
 GR0515  PID         -  GR0515
 GR0515  STATE/COUNTY-  AZ/MOHAVE
 GR0515  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0515
 GR0515                         *CURRENT SURVEY CONTROL
 GR0515  ___________________________________________________________________
 GR0515* NAD 83(1986)-  36 06 14.     (N)    114 31 00.     (W)     SCALED    
 GR0515* NAVD 88     -       364.827  (meters)    1196.94   (feet)  POSTED    
 GR0515  ___________________________________________________________________
 GR0515  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR0515  DYNAMIC HT  -         364.460 (meters)    1195.73  (feet)  COMP
 GR0515  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 GR0515
 GR0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0515
 GR0515.The horizontal coordinates were scaled from a topographic map and have
 GR0515.an estimated accuracy of +/- 6 seconds.
 GR0515
 GR0515.The orthometric height was determined by differential leveling
 GR0515.and adjusted by the National Geodetic Survey in 1992..
 GR0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0515.rate of 0.0 thru 1.0 mm/km.
 GR0515
 GR0515.The geoid height was determined by GEOID03.
 GR0515
 GR0515.The dynamic height is computed by dividing the NAVD 88
 GR0515.geopotential number by the normal gravity value computed on the
 GR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0515.degrees latitude (g = 980.6199 gals.).
 GR0515
 GR0515.The modeled gravity was interpolated from observed gravity values.
 GR0515
 GR0515;                    North         East    Units  Estimated Accuracy
 GR0515;SPC AZ W     -   566,330.      144,330.      MT  (+/- 180 meters Scaled)
 GR0515
 GR0515                          SUPERSEDED SURVEY CONTROL
 GR0515
 GR0515  NGVD 29 (??/??/92)  364.117  (m)         1194.61   (f) ADJ UNCH    1 2
 GR0515
 GR0515.Superseded values are not recommended for survey control.
 GR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0515.See file dsdata.txt to determine how the superseded data were derived.
 GR0515
 GR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV235983(NAD 83)
 GR0515_MARKER: DB = BENCH MARK DISK
 GR0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0515_STAMPING: D 356 1963
 GR0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0515
 GR0515  HISTORY     - Date     Condition        Report By
 GR0515  HISTORY     - 1963     MONUMENTED       CGS
 GR0515
 GR0515                          STATION DESCRIPTION
 GR0515
 GR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0515'2.9 MI NW FROM BONELLI LANDING.
 GR0515'2.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0515'BONELLI LANDING, AT THE NORTHEAST END OF A LOW RIDGE IN A DEEP COVE,
 GR0515'65 FEET SOUTHEAST OF THE CENTER OF A WASH, 1.5 FEET NORTHEAST OF A
 GR0515'WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 GR0515'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0266 ***********************************************************************
 CG0266  DESIGNATION -  D 358
 CG0266  PID         -  CG0266
 CG0266  STATE/COUNTY-  AZ/PIMA
 CG0266  USGS QUAD   -  SAHUARITA (1981)
 CG0266
 CG0266                         *CURRENT SURVEY CONTROL
 CG0266  ___________________________________________________________________
 CG0266* NAD 83(1986)-  31 59 13.     (N)    110 59 30.     (W)     SCALED    
 CG0266* NAVD 88     -       857.42   (+/-2cm)    2813.1    (feet)  VERTCON   
 CG0266  ___________________________________________________________________
 CG0266  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0266
 CG0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0266
 CG0266.The horizontal coordinates were scaled from a topographic map and have
 CG0266.an estimated accuracy of +/- 6 seconds.
 CG0266
 CG0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0266.The vertical order pertains to the NGVD 29 superseded value.
 CG0266
 CG0266.The geoid height was determined by GEOID03.
 CG0266
 CG0266;                    North         East    Units  Estimated Accuracy
 CG0266;SPC AZ C     -   109,790.      300,770.      MT  (+/- 180 meters Scaled)
 CG0266
 CG0266                          SUPERSEDED SURVEY CONTROL
 CG0266
 CG0266  NGVD 29 (??/??/92)  856.769  (m)         2810.92   (f) ADJ UNCH    2 0
 CG0266
 CG0266.Superseded values are not recommended for survey control.
 CG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0266.See file dsdata.txt to determine how the superseded data were derived.
 CG0266
 CG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007389(NAD 83)
 CG0266_MARKER: DB = BENCH MARK DISK
 CG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0266_STAMPING: D 358 1960
 CG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0266+STABILITY: SURFACE MOTION
 CG0266
 CG0266  HISTORY     - Date     Condition        Report By
 CG0266  HISTORY     - 1960     MONUMENTED       CGS
 CG0266  HISTORY     - 1976     GOOD             USGS
 CG0266  HISTORY     - 19950319 GOOD             USPSQD
 CG0266
 CG0266                          STATION DESCRIPTION
 CG0266
 CG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0266'2.5 MI NW FROM SAHUARITA.
 CG0266'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CG0266'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD, THENCE 1.0
 CG0266'MILE SOUTH ON INTERSTATE HIGHWAY 19, 72 FEET NORTH OF TRACK ROAD, 150
 CG0266'FEET EAST OF CENTER OF HIGHWAY, 2 FEET SOUTH OF WITNESS POST, SET IN
 CG0266'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
 CG0266
 CG0266                          STATION RECOVERY (1976)
 CG0266
 CG0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0266'9.6 MILES SOUTH OF THE P.O. AT EMERY PARK, TUCSON, ARIZONA ALONG US
 CG0266'HWY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO INTERCHANGE. THENCE
 CG0266'1.0 MILE SOUTH ALONG INTERSTATE 19, 115 FT. NORTH OF TRANSMISSION
 CG0266'LINE CROSSING, 95 FT. EAST OF NORTHBOUND LANE AT R/W FENCE. SET IN
 CG0266'TOP OF 1.0 FOOT ROUND CONCRETE POST PROJECTING 0.5 FOOT. A STANDARD
 CG0266'DISK STAMPED D358 1960.
 CG0266
 CG0266                          STATION RECOVERY (1995)
 CG0266
 CG0266'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0176 ***********************************************************************
 GQ0176  DESIGNATION -  D 359
 GQ0176  PID         -  GQ0176
 GQ0176  STATE/COUNTY-  AZ/MOHAVE
 GQ0176  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0176
 GQ0176                         *CURRENT SURVEY CONTROL
 GQ0176  ___________________________________________________________________
 GQ0176* NAD 83(1986)-  36 57 26.     (N)    113 47 17.     (W)     SCALED    
 GQ0176* NAVD 88     -       659.937  (meters)    2165.14   (feet)  POSTED    
 GQ0176  ___________________________________________________________________
 GQ0176  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 GQ0176  DYNAMIC HT  -         659.240 (meters)    2162.86  (feet)  COMP
 GQ0176  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 GQ0176
 GQ0176  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0176
 GQ0176.The horizontal coordinates were scaled from a topographic map and have
 GQ0176.an estimated accuracy of +/- 6 seconds.
 GQ0176
 GQ0176.The orthometric height was determined by differential leveling
 GQ0176.and adjusted by the National Geodetic Survey in 1992..
 GQ0176.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0176.rate of 1.1 thru 2.0 mm/km.
 GQ0176
 GQ0176.The geoid height was determined by GEOID03.
 GQ0176
 GQ0176.The dynamic height is computed by dividing the NAVD 88
 GQ0176.geopotential number by the normal gravity value computed on the
 GQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0176.degrees latitude (g = 980.6199 gals.).
 GQ0176
 GQ0176.The modeled gravity was interpolated from observed gravity values.
 GQ0176
 GQ0176;                    North         East    Units  Estimated Accuracy
 GQ0176;SPC AZ W     -   660,750.      209,970.      MT  (+/- 180 meters Scaled)
 GQ0176
 GQ0176                          SUPERSEDED SURVEY CONTROL
 GQ0176
 GQ0176  NGVD 29 (??/??/92)  659.121  (m)         2162.47   (f) ADJ UNCH    2 0
 GQ0176
 GQ0176.Superseded values are not recommended for survey control.
 GQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0176.See file dsdata.txt to determine how the superseded data were derived.
 GQ0176
 GQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF517937(NAD 83)
 GQ0176_MARKER: DB = BENCH MARK DISK
 GQ0176_SETTING: 80 = SET IN A BOULDER
 GQ0176_SP_SET: BOULDER
 GQ0176_STAMPING: D 359 1960
 GQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0176+STABILITY: SURFACE MOTION
 GQ0176
 GQ0176  HISTORY     - Date     Condition        Report By
 GQ0176  HISTORY     - 1960     MONUMENTED       CGS
 GQ0176  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0176
 GQ0176                          STATION DESCRIPTION
 GQ0176
 GQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0176'27.55 MI SW FROM ST GEORGE, UT.
 GQ0176'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0176'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0176'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0176'A Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA-UTAH
 GQ0176'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK
 GQ0176'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0176'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0176'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 6.6
 GQ0176'MILES TO A YELLOW B.M. PAINTED ON ROCK AT THE MARK, 200 FEET WEST OF
 GQ0176'CEDAR WASH AND 60 FEET NORTH OF THE RIVER BANK, CEMENTED IN A BOULDER
 GQ0176'ABOUT 6 FEET HIGHER THAN THE RIVER.
 GQ0176
 GQ0176                          STATION RECOVERY (1982)
 GQ0176
 GQ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0511 ***********************************************************************
 DA0511  DESIGNATION -  D 36
 DA0511  PID         -  DA0511
 DA0511  STATE/COUNTY-  AZ/MARICOPA
 DA0511  USGS QUAD   -  BLACK GAP (1986)
 DA0511
 DA0511                         *CURRENT SURVEY CONTROL
 DA0511  ___________________________________________________________________
 DA0511* NAD 83(1986)-  32 48 50.     (N)    112 47 27.     (W)     SCALED    
 DA0511* NAVD 88     -       290.848  (meters)     954.22   (feet)  ADJUSTED  
 DA0511  ___________________________________________________________________
 DA0511  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0511  DYNAMIC HT  -         290.508 (meters)     953.11  (feet)  COMP
 DA0511  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DA0511
 DA0511  VERT ORDER  -  FIRST     CLASS II
 DA0511
 DA0511.The horizontal coordinates were scaled from a topographic map and have
 DA0511.an estimated accuracy of +/- 6 seconds.
 DA0511
 DA0511.The orthometric height was determined by differential leveling
 DA0511.and adjusted by the National Geodetic Survey in June 1991..
 DA0511
 DA0511.The geoid height was determined by GEOID03.
 DA0511
 DA0511.The dynamic height is computed by dividing the NAVD 88
 DA0511.geopotential number by the normal gravity value computed on the
 DA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0511.degrees latitude (g = 980.6199 gals.).
 DA0511
 DA0511.The modeled gravity was interpolated from observed gravity values.
 DA0511
 DA0511;                    North         East    Units  Estimated Accuracy
 DA0511;SPC AZ C     -   201,450.      131,500.      MT  (+/- 180 meters Scaled)
 DA0511
 DA0511                          SUPERSEDED SURVEY CONTROL
 DA0511
 DA0511  NGVD 29 (??/??/92)  290.234  (m)          952.21   (f) ADJ UNCH    1 2
 DA0511
 DA0511.Superseded values are not recommended for survey control.
 DA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0511.See file dsdata.txt to determine how the superseded data were derived.
 DA0511
 DA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB323320(NAD 83)
 DA0511_MARKER: DB = BENCH MARK DISK
 DA0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0511_STAMPING: D 36 1933 952.288
 DA0511_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0511+STABILITY: SURFACE MOTION
 DA0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0511+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0511
 DA0511  HISTORY     - Date     Condition        Report By
 DA0511  HISTORY     - 1933     MONUMENTED       CGS
 DA0511  HISTORY     - 1953     GOOD             NGS
 DA0511  HISTORY     - 1980     GOOD             NGS
 DA0511  HISTORY     - 20010730 GOOD             NGS
 DA0511  HISTORY     - 20060219 GOOD             USPSQD
 DA0511
 DA0511                          STATION DESCRIPTION
 DA0511
 DA0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0511'10.2 MI S FROM GILA BEND.
 DA0511'10.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0511'COMPANY RAILROAD STATION AT GILA BEND, 0.4 MILE NORTH OF THE T
 DA0511'JUNCTION OF A DIRT ROAD LEADING EAST ACROSS THE TUCSON, CORNELIA AND
 DA0511'GILA BEND RAILROAD, 13 1/2 POLES SOUTH OF RAILROAD MILEPOLE 10, 0.05
 DA0511'MILE NORTH OF RAILROAD BRIDGE 106 AND A WASH, 96.0 FEET WEST OF THE
 DA0511'WEST RAIL, 71 1/2 FEET NORTH OF A TELEPHONE POLE, 38.5 FEET EAST OF
 DA0511'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A WITNESS POST,
 DA0511'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DA0511'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0511
 DA0511                          STATION RECOVERY (1980)
 DA0511
 DA0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0511'16.2 KM (10.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0511'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI)
 DA0511'SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 10, 0.3 KM (0.2 MI) NORTHEAST
 DA0511'OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST ACROSS THE TRACKS
 DA0511'TO RANGE NUMBER 3, 13-1/2 TELEGRAPH POLES SOUTHWEST OF RAILWAY
 DA0511'MILEPOLE 10, 29.3 METERS (96.0 FT) NORTHWEST OF THE NORTHWEST RAIL
 DA0511'OF THE TRACKS, 51.2 METERS (168 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0511'THE HIGHWAY, 21.8 METERS (71.5 FT) NORTHEAST OF AN IRON TELEGRAPH
 DA0511'POLE, 0.6 METER (2.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0511'FENCE.
 DA0511'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0511'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0511
 DA0511                          STATION RECOVERY (2001)
 DA0511
 DA0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0511'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0511
 DA0511                          STATION RECOVERY (2006)
 DA0511
 DA0511'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0612 ***********************************************************************
 DA0612  DESIGNATION -  D 360
 DA0612  PID         -  DA0612
 DA0612  STATE/COUNTY-  AZ/MARICOPA
 DA0612  USGS QUAD   -  GILA BEND (1973)
 DA0612
 DA0612                         *CURRENT SURVEY CONTROL
 DA0612  ___________________________________________________________________
 DA0612* NAD 83(1986)-  32 57 30.     (N)    112 38 49.     (W)     SCALED    
 DA0612* NAVD 88     -       259.412  (meters)     851.09   (feet)  ADJUSTED  
 DA0612  ___________________________________________________________________
 DA0612  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0612  DYNAMIC HT  -         259.103 (meters)     850.07  (feet)  COMP
 DA0612  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 DA0612
 DA0612  VERT ORDER  -  FIRST     CLASS II
 DA0612
 DA0612.The horizontal coordinates were scaled from a topographic map and have
 DA0612.an estimated accuracy of +/- 6 seconds.
 DA0612
 DA0612.The orthometric height was determined by differential leveling
 DA0612.and adjusted by the National Geodetic Survey in June 1991..
 DA0612
 DA0612.The geoid height was determined by GEOID03.
 DA0612
 DA0612.The dynamic height is computed by dividing the NAVD 88
 DA0612.geopotential number by the normal gravity value computed on the
 DA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0612.degrees latitude (g = 980.6199 gals.).
 DA0612
 DA0612.The modeled gravity was interpolated from observed gravity values.
 DA0612
 DA0612;                    North         East    Units  Estimated Accuracy
 DA0612;SPC AZ C     -   217,370.      145,090.      MT  (+/- 180 meters Scaled)
 DA0612
 DA0612                          SUPERSEDED SURVEY CONTROL
 DA0612
 DA0612  NGVD 29 (??/??/92)  258.789  (m)          849.04   (f) ADJ UNCH    1 2
 DA0612
 DA0612.Superseded values are not recommended for survey control.
 DA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0612.See file dsdata.txt to determine how the superseded data were derived.
 DA0612
 DA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB460478(NAD 83)
 DA0612_MARKER: DB = BENCH MARK DISK
 DA0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0612_SP_SET: ABUTMENT
 DA0612_STAMPING: D 360 1967
 DA0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0612
 DA0612  HISTORY     - Date     Condition        Report By
 DA0612  HISTORY     - 1967     MONUMENTED       CGS
 DA0612  HISTORY     - 1980     GOOD             NGS
 DA0612  HISTORY     - 1980     GOOD             NGS
 DA0612  HISTORY     - 19941202 GOOD             USPSQD
 DA0612
 DA0612                          STATION DESCRIPTION
 DA0612
 DA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0612'4.1 MI E FROM GILA BEND.
 DA0612'4.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0612'GILA BEND, IN S 27, T 5 S, R 4 W, 4 1/2 TELEPHONE POLES WEST OF
 DA0612'MILEPOST 860, 7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN
 DA0612'THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD
 DA0612'BRIDGE NUMBER 7, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 DA0612
 DA0612                          STATION RECOVERY (1980)
 DA0612
 DA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0612'RECOVERED IN GOOD CONDITION.
 DA0612
 DA0612                          STATION RECOVERY (1980)
 DA0612
 DA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0612'RECOVERED IN GOOD CONDITION.
 DA0612
 DA0612                          STATION RECOVERY (1994)
 DA0612
 DA0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0823 ***********************************************************************
 DV0823  DESIGNATION -  D 361
 DV0823  PID         -  DV0823
 DV0823  STATE/COUNTY-  AZ/MARICOPA
 DV0823  USGS QUAD   -  COTTON CENTER (1973)
 DV0823
 DV0823                         *CURRENT SURVEY CONTROL
 DV0823  ___________________________________________________________________
 DV0823* NAD 83(1992)-  33 01 04.26016(N)    112 39 55.62098(W)     ADJUSTED  
 DV0823* NAVD 88     -       219.69   (+/-2cm)     720.8    (feet)  VERTCON   
 DV0823  ___________________________________________________________________
 DV0823  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DV0823  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV0823
 DV0823  HORZ ORDER  -  THIRD
 DV0823  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0823
 DV0823.The horizontal coordinates were established by classical geodetic methods
 DV0823.and adjusted by the National Geodetic Survey in August 1993..
 DV0823
 DV0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0823.The vertical order pertains to the NGVD 29 superseded value.
 DV0823
 DV0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0823
 DV0823.The geoid height was determined by GEOID03.
 DV0823
 DV0823;                    North         East     Units Scale Factor Converg.
 DV0823;SPC AZ C     -   223,980.089   143,404.040   MT  0.99996032   -0 24 28.9
 DV0823;SPC AZ C     -   734,842.81    470,485.70   iFT  0.99996032   -0 24 28.9
 DV0823;UTM  12      - 3,654,497.944   344,442.942   MT  0.99989836   -0 54 27.7
 DV0823
 DV0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0823!SPC AZ C     -   0.99997041  x   0.99996032  =   0.99993073
 DV0823!UTM  12      -   0.99997041  x   0.99989836  =   0.99986878
 DV0823
 DV0823:                Primary Azimuth Mark                     Grid Az
 DV0823:SPC AZ C     -  BEND                                     284 14 04.3
 DV0823:UTM  12      -  BEND                                     284 44 03.1
 DV0823
 DV0823|---------------------------------------------------------------------|
 DV0823| PID    Reference Object                     Distance      Geod. Az  |
 DV0823|                                                           dddmmss.s |
 DV0823| DV1834 BEND                                APPROX. 5.8 KM 2834935.4 |
 DV0823|---------------------------------------------------------------------|
 DV0823
 DV0823                          SUPERSEDED SURVEY CONTROL
 DV0823
 DV0823  NAD 83(1986)-  33 01 04.25451(N)    112 39 55.62481(W) AD(       ) 3
 DV0823  NGVD 29 (??/??/92)  219.064  (m)          718.71   (f) ADJ UNCH    1 2
 DV0823
 DV0823.Superseded values are not recommended for survey control.
 DV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0823.See file dsdata.txt to determine how the superseded data were derived.
 DV0823
 DV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4444354498(NAD 83)
 DV0823_MARKER: DB = BENCH MARK DISK
 DV0823_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV0823_STAMPING: D 361 1967
 DV0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0823
 DV0823  HISTORY     - Date     Condition        Report By
 DV0823  HISTORY     - 1967     MONUMENTED       CGS
 DV0823  HISTORY     - 1973     GOOD             USGS
 DV0823  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0823
 DV0823                          STATION DESCRIPTION
 DV0823
 DV0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0823'6.05 MI N FROM GILA BEND.
 DV0823'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0823'GILA BEND, THENCE 5.2 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA ROAD,
 DV0823'OLD U. S. HIGHWAY 80, IN SECTION 3, T 5 S, R 4 W, AT A JUNCTION OF THE
 DV0823'HIGHWAY AND A TRAIL ROAD LEADING EAST AND AT A CROSSING OF THE HIGHWAY
 DV0823'AND A POWER LINE, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23
 DV0823'FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 18 1/2 FEET WEST OF
 DV0823'THE 2ND TELEPHONE POLE EAST OF THE HIGHWAY AND IN LINE WITH A ROW OF
 DV0823'TELEPHONE POLES, 2.3 FEET NORTH OF A 4 BY 4-INCH WOODEN WITNESS POST,
 DV0823'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 DV0823'A CONCRETE POST PROJECTING 5 INCHES.
 DV0823
 DV0823                          STATION RECOVERY (1973)
 DV0823
 DV0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV0823'DESCRIBED IN NGS LEVEL LINE.
 DV0823'
 DV0823'LOCATED ABOUT 5.8 MI NE. OF GILA BEND, ABOUT 4.7 MI S. OF COTTON
 DV0823'CENTER, ABOUT 1.6 MI E. OF GILA RIVER, 75 FT E. OF RD. (OLD U.S.
 DV0823'HWY. 80).  AT WEST EDGE OF FIELD.
 DV0823'
 DV0823'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV0823'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT 0.9 MI E. ON
 DV0823'PIMA ST. (ALSO U.S. HWY. 80) TO T-RD.  TURN LEFT 5.2 MI N. ON OLD
 DV0823'U.S. HWY. 80 TO STATION 75 FT E. OF HWY., 2.3 FT N. OF 4X4-INCH
 DV0823'WOODEN WITNESS POST.
 DV0823'
 DV0823'STATION MARK--NGS BM DISK STAMPED---D 361 1967---, IN TOP OF
 DV0823'CONCRETE POST PROJECTING 0.2 FT.
 DV0823
 DV0823                          STATION RECOVERY (1981)
 DV0823
 DV0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0823'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0773 ***********************************************************************
 DV0773  DESIGNATION -  D 362
 DV0773  PID         -  DV0773
 DV0773  STATE/COUNTY-  AZ/MARICOPA
 DV0773  USGS QUAD   -  WINTERSBURG (1984)
 DV0773
 DV0773                         *CURRENT SURVEY CONTROL
 DV0773  ___________________________________________________________________
 DV0773* NAD 83(1986)-  33 24 28.     (N)    112 50 06.     (W)     SCALED    
 DV0773* NAVD 88     -       302.596  (meters)     992.77   (feet)  ADJUSTED  
 DV0773  ___________________________________________________________________
 DV0773  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0773  DYNAMIC HT  -         302.248 (meters)     991.63  (feet)  COMP
 DV0773  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DV0773
 DV0773  VERT ORDER  -  FIRST     CLASS II
 DV0773
 DV0773.The horizontal coordinates were scaled from a topographic map and have
 DV0773.an estimated accuracy of +/- 6 seconds.
 DV0773
 DV0773.The orthometric height was determined by differential leveling
 DV0773.and adjusted by the National Geodetic Survey in June 1991..
 DV0773
 DV0773.The geoid height was determined by GEOID03.
 DV0773
 DV0773.The dynamic height is computed by dividing the NAVD 88
 DV0773.geopotential number by the normal gravity value computed on the
 DV0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0773.degrees latitude (g = 980.6199 gals.).
 DV0773
 DV0773.The modeled gravity was interpolated from observed gravity values.
 DV0773
 DV0773;                    North         East    Units  Estimated Accuracy
 DV0773;SPC AZ C     -   267,350.      127,940.      MT  (+/- 180 meters Scaled)
 DV0773
 DV0773                          SUPERSEDED SURVEY CONTROL
 DV0773
 DV0773  NGVD 29 (??/??/92)  301.987  (m)          990.77   (f) ADJ UNCH    1 2
 DV0773
 DV0773.Superseded values are not recommended for survey control.
 DV0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0773.See file dsdata.txt to determine how the superseded data were derived.
 DV0773
 DV0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB293980(NAD 83)
 DV0773_MARKER: DB = BENCH MARK DISK
 DV0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0773_STAMPING: D 362 1967
 DV0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0773+STABILITY: SURFACE MOTION
 DV0773
 DV0773  HISTORY     - Date     Condition        Report By
 DV0773  HISTORY     - 1967     MONUMENTED       CGS
 DV0773  HISTORY     - 1981     GOOD             NGS
 DV0773
 DV0773                          STATION DESCRIPTION
 DV0773
 DV0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0773'7.8 MI NW FROM HASSAYAMPA.
 DV0773'7.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0773'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 23, T 1 N, R 6 W,
 DV0773'0.25 MILE NORTHWEST OF A JUNCTION OF A NORTHWEST-SOUTHEAST POWER LINE
 DV0773'AND A POWER LINE LEADING EAST, 40 1/2 FEET NORTHEAST OF THE CENTER
 DV0773'LINE OF THE ROAD, 10 FEET SOUTHEAST OF POWER POLE NUMBER 1, IN LINE
 DV0773'WITH A ROW OF POWER POLES, 2.2 FEET NORTHWEST OF A METAL WITNESS POST,
 DV0773'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0773'CONCRETE POST PROJECTING 6 INCHES.
 DV0773
 DV0773                          STATION RECOVERY (1981)
 DV0773
 DV0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0982 ***********************************************************************
 CZ0982  DESIGNATION -  D 363
 CZ0982  PID         -  CZ0982
 CZ0982  STATE/COUNTY-  AZ/PINAL
 CZ0982  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0982
 CZ0982                         *CURRENT SURVEY CONTROL
 CZ0982  ___________________________________________________________________
 CZ0982* NAD 83(1986)-  32 55 12.     (N)    111 49 29.     (W)     SCALED    
 CZ0982* NAVD 88     -       407.29   (+/-2cm)    1336.3    (feet)  VERTCON   
 CZ0982  ___________________________________________________________________
 CZ0982  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ0982
 CZ0982  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0982
 CZ0982.The horizontal coordinates were scaled from a topographic map and have
 CZ0982.an estimated accuracy of +/- 6 seconds.
 CZ0982
 CZ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0982.The vertical order pertains to the NGVD 29 superseded value.
 CZ0982
 CZ0982.The geoid height was determined by GEOID03.
 CZ0982
 CZ0982;                    North         East    Units  Estimated Accuracy
 CZ0982;SPC AZ C     -   212,880.      221,960.      MT  (+/- 180 meters Scaled)
 CZ0982
 CZ0982                          SUPERSEDED SURVEY CONTROL
 CZ0982
 CZ0982  NGVD 29 (??/??/92)  406.679  (m)         1334.25   (f) ADJ UNCH    1 2
 CZ0982
 CZ0982.Superseded values are not recommended for survey control.
 CZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0982.See file dsdata.txt to determine how the superseded data were derived.
 CZ0982
 CZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB228427(NAD 83)
 CZ0982_MARKER: DB = BENCH MARK DISK
 CZ0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0982_SP_SET: ABUTMENT
 CZ0982_STAMPING: D 363 1967
 CZ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0982
 CZ0982  HISTORY     - Date     Condition        Report By
 CZ0982  HISTORY     - 1967     MONUMENTED       CGS
 CZ0982  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0982  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0982
 CZ0982                          STATION DESCRIPTION
 CZ0982
 CZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0982'5.15 MI NW FROM CASA GRANDE.
 CZ0982'ABOUT 5.15 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0982'THE STATION AT CASA GRANDE, IN S 9, T 6 S, R 5 E, 6 1/2 POLES
 CZ0982'NORTHWEST OF MILEPOST 914, 4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CZ0982'THE TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 CZ0982'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 913.78, AND ABOUT 3 FEET
 CZ0982'BELOW THE LEVEL OF THE TRACKS.
 CZ0982
 CZ0982                          STATION RECOVERY (1980)
 CZ0982
 CZ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0982'A NEW BRIDGE HAS BEEN BUILT AT THIS LOCATION AND THE MARK IS PRESUMED
 CZ0982'DESTROYED.
 CZ0982
 CZ0982                          STATION RECOVERY (1980)
 CZ0982
 CZ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0982'A NEW BRIDGE HAS BEEN BUILT AT THIS LOCATION AND THE MARK IS PRESUMED
 CZ0982'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0381 ***********************************************************************
 CZ0381  DESIGNATION -  D 364
 CZ0381  PID         -  CZ0381
 CZ0381  STATE/COUNTY-  AZ/PINAL
 CZ0381  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0381
 CZ0381                         *CURRENT SURVEY CONTROL
 CZ0381  ___________________________________________________________________
 CZ0381* NAD 83(1986)-  32 53 38.     (N)    111 28 50.     (W)     SCALED    
 CZ0381* NAVD 88     -       450.275  (meters)    1477.28   (feet)  ADJUSTED  
 CZ0381  ___________________________________________________________________
 CZ0381  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0381  DYNAMIC HT  -         449.715 (meters)    1475.44  (feet)  COMP
 CZ0381  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 CZ0381
 CZ0381  VERT ORDER  -  FIRST     CLASS II
 CZ0381
 CZ0381.The horizontal coordinates were scaled from a topographic map and have
 CZ0381.an estimated accuracy of +/- 6 seconds.
 CZ0381
 CZ0381.The orthometric height was determined by differential leveling
 CZ0381.and adjusted by the National Geodetic Survey in November 1993..
 CZ0381
 CZ0381.The geoid height was determined by GEOID03.
 CZ0381
 CZ0381.The dynamic height is computed by dividing the NAVD 88
 CZ0381.geopotential number by the normal gravity value computed on the
 CZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0381.degrees latitude (g = 980.6199 gals.).
 CZ0381
 CZ0381.The modeled gravity was interpolated from observed gravity values.
 CZ0381
 CZ0381;                    North         East    Units  Estimated Accuracy
 CZ0381;SPC AZ C     -   210,070.      254,160.      MT  (+/- 180 meters Scaled)
 CZ0381
 CZ0381                          SUPERSEDED SURVEY CONTROL
 CZ0381
 CZ0381  NGVD 29 (??/??/92)  450.026  (m)         1476.46   (f) ADJ UNCH    1 2
 CZ0381
 CZ0381.Superseded values are not recommended for survey control.
 CZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0381.See file dsdata.txt to determine how the superseded data were derived.
 CZ0381
 CZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550396(NAD 83)
 CZ0381_MARKER: DB = BENCH MARK DISK
 CZ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0381_SP_SET: CONCRETE POST
 CZ0381_STAMPING: D 364 1967
 CZ0381_MARK LOGO: CGS   
 CZ0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0381+STABILITY: SURFACE MOTION
 CZ0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0381+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 CZ0381
 CZ0381  HISTORY     - Date     Condition        Report By
 CZ0381  HISTORY     - 1967     MONUMENTED       CGS
 CZ0381  HISTORY     - 19920106 GOOD             NGS
 CZ0381
 CZ0381                          STATION DESCRIPTION
 CZ0381
 CZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0381'14.4 MI N FROM PICACHO.
 CZ0381'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0381'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 10.6 MILES NORTH
 CZ0381'ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.8 MILES EAST ALONG A
 CZ0381'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, OR ABOUT
 CZ0381'1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0381'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0381'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0381'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0381'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0381'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0381'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A GRAVELED
 CZ0381'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN S 23, T 6 S, R 8
 CZ0381'E, 50 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 36 FEET
 CZ0381'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE
 CZ0381'CENTER LINE OF THE EAST-WEST ROAD, 7 FEET SOUTH OF THE SOUTH CONCRETE
 CZ0381'WALL OF AN IRRIGATION CANAL, 5 FEET EAST OF THE EAST CONCRETE WALL OF
 CZ0381'AN IRRIGATION CANAL, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 CZ0381'FOOT ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 CZ0381'POST PROJECTING 5 INCHES.
 CZ0381
 CZ0381                          STATION RECOVERY (1992)
 CZ0381
 CZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0381'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0381'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0381'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0381'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0381'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0381'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0381'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0381'BARTLETT ROAD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0381'THENCE 1.6 KM (1.00 MI) WESTERLY ALONG KLECK ROAD, THENCE 1.6 KM
 CZ0381'(1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, 49.7 M (163.1 FT) NORTH OF
 CZ0381'AN IRRIGATION WELL, 21.6 M (70.9 FT) SOUTH OF THE CENTER OF A
 CZ0381'GRAVELED ROAD, 11.0 M (36.1 FT) WEST OF THE ROAD CENTER, 8.8 M (28.9
 CZ0381'FT) SOUTH OF THE CENTER OF A DIRT ROAD, 2.0 M (6.6 FT) SOUTH OF THE
 CZ0381'SOUTH BANK OF AN IRRIGATION CANAL, 0.5 M (1.6 FT) NORTH OF A WITNESS
 CZ0381'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 CZ0381'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0053 ***********************************************************************
 DV0053  DESIGNATION -  D 365
 DV0053  PID         -  DV0053
 DV0053  STATE/COUNTY-  AZ/MARICOPA
 DV0053  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0053
 DV0053                         *CURRENT SURVEY CONTROL
 DV0053  ___________________________________________________________________
 DV0053* NAD 83(1986)-  33 38 18.     (N)    112 11 11.     (W)     SCALED    
 DV0053* NAVD 88     -       382.34   (+/-2cm)    1254.4    (feet)  VERTCON   
 DV0053  ___________________________________________________________________
 DV0053  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0053
 DV0053  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0053
 DV0053.The horizontal coordinates were scaled from a topographic map and have
 DV0053.an estimated accuracy of +/- 6 seconds.
 DV0053
 DV0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0053.The vertical order pertains to the NGVD 29 superseded value.
 DV0053
 DV0053.The geoid height was determined by GEOID03.
 DV0053
 DV0053;                    North         East    Units  Estimated Accuracy
 DV0053;SPC AZ C     -   292,580.      188,340.      MT  (+/- 180 meters Scaled)
 DV0053
 DV0053                          SUPERSEDED SURVEY CONTROL
 DV0053
 DV0053  NGVD 29 (??/??/92)  381.784  (m)         1252.57   (f) ADJ UNCH    1 2
 DV0053
 DV0053.Superseded values are not recommended for survey control.
 DV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0053.See file dsdata.txt to determine how the superseded data were derived.
 DV0053
 DV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899226(NAD 83)
 DV0053_MARKER: DB = BENCH MARK DISK
 DV0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0053_SP_SET: 11 FEET
 DV0053_STAMPING: D 365 1967
 DV0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0053
 DV0053  HISTORY     - Date     Condition        Report By
 DV0053  HISTORY     - 1967     MONUMENTED       CGS
 DV0053  HISTORY     - 1975     GOOD             NGS
 DV0053  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0053
 DV0053                          STATION DESCRIPTION
 DV0053
 DV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0053'10.75 MI N FROM GLENDALE.
 DV0053'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0053'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0
 DV0053'MILES WEST ALONG BELL ROAD, IN SECTION 5, T 3 N, R 2 E, 70 1/2 FEET
 DV0053'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND NORTH 59TH
 DV0053'AVENUE, 46 1/2 FEET SOUTH OF THE CENTER LINE OF BELL ROAD, 50 FEET
 DV0053'EAST OF THE CENTER LINE OF NORTH 59TH AVENUE, 18 FEET NORTHWEST OF THE
 DV0053'NORTHWEST EDGE OF A CONCRETE IRRIGATION DITCH, 16 1/2 FEET EAST OF
 DV0053'POWER POLE NUMBER PS 47010 WHICH IS BRACED BY A GUY WIRE, 1.3 FEET
 DV0053'NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 DV0053'COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A
 DV0053'5-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
 DV0053
 DV0053                          STATION RECOVERY (1975)
 DV0053
 DV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0053'RECOVERED IN GOOD CONDITION.
 DV0053
 DV0053                          STATION RECOVERY (1981)
 DV0053
 DV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0053'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0054 ***********************************************************************
 DV0054  DESIGNATION -  D 365 RESET
 DV0054  PID         -  DV0054
 DV0054  STATE/COUNTY-  AZ/MARICOPA
 DV0054  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0054
 DV0054                         *CURRENT SURVEY CONTROL
 DV0054  ___________________________________________________________________
 DV0054* NAD 83(1986)-  33 38 18.     (N)    112 11 11.     (W)     SCALED    
 DV0054* NAVD 88     -       382.71   (+/-2cm)    1255.6    (feet)  VERTCON   
 DV0054  ___________________________________________________________________
 DV0054  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0054
 DV0054  VERT ORDER  -  THIRD (See Below)
 DV0054
 DV0054.The horizontal coordinates were scaled from a topographic map and have
 DV0054.an estimated accuracy of +/- 6 seconds.
 DV0054
 DV0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0054.The vertical order pertains to the NGVD 29 superseded value.
 DV0054
 DV0054.The geoid height was determined by GEOID03.
 DV0054
 DV0054;                    North         East    Units  Estimated Accuracy
 DV0054;SPC AZ C     -   292,580.      188,340.      MT  (+/- 180 meters Scaled)
 DV0054
 DV0054                          SUPERSEDED SURVEY CONTROL
 DV0054
 DV0054  NGVD 29 (03/28/06)  382.15   (m)         1253.8    (f) RESET       3  
 DV0054
 DV0054.Superseded values are not recommended for survey control.
 DV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0054.See file dsdata.txt to determine how the superseded data were derived.
 DV0054
 DV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899226(NAD 83)
 DV0054_MARKER: DB = BENCH MARK DISK
 DV0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0054_SP_SET: WINGWALL
 DV0054_STAMPING: D 365 RESET 1976
 DV0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0054
 DV0054  HISTORY     - Date     Condition        Report By
 DV0054  HISTORY     - 1976     MONUMENTED       NGS
 DV0054  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0054
 DV0054                          STATION DESCRIPTION
 DV0054
 DV0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DV0054'IN PHOENIX.
 DV0054'TRAVEL WEST ALONG BELL ROAD FROM THE BLACK CANYON FREEWAY IN NORTHERN
 DV0054'PHOENIX TO 59TH AVENUE AND THE MARK ON THE RIGHT.  SET IN A DRILL HOLE
 DV0054'IN TOP OF AN IRRIGATION WINGWALL.  87.8 FEET EAST OF THE CENTERLINE OF
 DV0054'59TH AVENUE AND 27 FEET NORTH OF THE CENTERLINE OF BELL ROAD WHICH
 DV0054'WILL LATER BE THE CENTERLINE OF THE WEST BOUND LANES OF BELL ROAD.
 DV0054
 DV0054                          STATION RECOVERY (2006)
 DV0054
 DV0054'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0709 ***********************************************************************
 DV0709  DESIGNATION -  D 366
 DV0709  PID         -  DV0709
 DV0709  STATE/COUNTY-  AZ/MARICOPA
 DV0709  USGS QUAD   -  VALENCIA (1982)
 DV0709
 DV0709                         *CURRENT SURVEY CONTROL
 DV0709  ___________________________________________________________________
 DV0709* NAD 83(1986)-  33 26 08.     (N)    112 31 17.     (W)     SCALED    
 DV0709* NAVD 88     -       317.435  (meters)    1041.45   (feet)  ADJUSTED  
 DV0709  ___________________________________________________________________
 DV0709  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0709  DYNAMIC HT  -         317.072 (meters)    1040.26  (feet)  COMP
 DV0709  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DV0709
 DV0709  VERT ORDER  -  FIRST     CLASS II
 DV0709
 DV0709.The horizontal coordinates were scaled from a topographic map and have
 DV0709.an estimated accuracy of +/- 6 seconds.
 DV0709
 DV0709.The orthometric height was determined by differential leveling
 DV0709.and adjusted by the National Geodetic Survey in June 1991..
 DV0709
 DV0709.The geoid height was determined by GEOID03.
 DV0709
 DV0709.The dynamic height is computed by dividing the NAVD 88
 DV0709.geopotential number by the normal gravity value computed on the
 DV0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0709.degrees latitude (g = 980.6199 gals.).
 DV0709
 DV0709.The modeled gravity was interpolated from observed gravity values.
 DV0709
 DV0709;                    North         East    Units  Estimated Accuracy
 DV0709;SPC AZ C     -   270,220.      157,130.      MT  (+/- 180 meters Scaled)
 DV0709
 DV0709                          SUPERSEDED SURVEY CONTROL
 DV0709
 DV0709  NGVD 29 (??/??/92)  316.787  (m)         1039.33   (f) ADJ UNCH    1 2
 DV0709
 DV0709.Superseded values are not recommended for survey control.
 DV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0709.See file dsdata.txt to determine how the superseded data were derived.
 DV0709
 DV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC585006(NAD 83)
 DV0709_MARKER: DB = BENCH MARK DISK
 DV0709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0709_SP_SET: 6 FEET
 DV0709_STAMPING: D 366 1967
 DV0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0709
 DV0709  HISTORY     - Date     Condition        Report By
 DV0709  HISTORY     - 1967     MONUMENTED       CGS
 DV0709  HISTORY     - 1981     GOOD             NGS
 DV0709  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0709
 DV0709                          STATION DESCRIPTION
 DV0709
 DV0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0709'8.15 MI NE FROM BUCKEYE.
 DV0709'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0709'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 4.05 MILES
 DV0709'EAST ALONG YUMA ROAD, IN S 12, T 1 N, R 3 W, 144 YARDS EAST OF A FENCE
 DV0709'CORNER ON THE SOUTH SIDE OF THE ROAD, 52 FEET NORTH OF THE CENTER LINE
 DV0709'OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 6-INCHES NORTH OF A METAL
 DV0709'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 DV0709'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET
 DV0709'AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0709
 DV0709                          STATION RECOVERY (1981)
 DV0709
 DV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0709'RECOVERED IN GOOD CONDITION.
 DV0709
 DV0709                          STATION RECOVERY (2006)
 DV0709
 DV0709'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0709'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 DV0709'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0337 ***********************************************************************
 CZ0337  DESIGNATION -  D 367
 CZ0337  PID         -  CZ0337
 CZ0337  STATE/COUNTY-  AZ/PINAL
 CZ0337  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0337
 CZ0337                         *CURRENT SURVEY CONTROL
 CZ0337  ___________________________________________________________________
 CZ0337* NAD 83(1986)-  32 41 26.     (N)    111 25 49.     (W)     SCALED    
 CZ0337* NAVD 88     -       537.881  (meters)    1764.70   (feet)  READJUSTED
 CZ0337  ___________________________________________________________________
 CZ0337  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0337  DYNAMIC HT  -         537.200 (meters)    1762.46  (feet)  COMP
 CZ0337  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 CZ0337
 CZ0337  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ0337
 CZ0337.The horizontal coordinates were scaled from a topographic map and have
 CZ0337.an estimated accuracy of +/- 6 seconds.
 CZ0337
 CZ0337.The orthometric height was determined by differential leveling
 CZ0337.and adjusted by the National Geodetic Survey in April 1999..
 CZ0337.No vertical observational check was made to the station.
 CZ0337.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ0337.mark was located on a no-check spur therefore a value was not computed.
 CZ0337.The height was derived from older observations constrained to new
 CZ0337.heights in a crustal motion area.  The height is approximate in
 CZ0337.relation to other heights in its vicinity.
 CZ0337
 CZ0337.The geoid height was determined by GEOID03.
 CZ0337
 CZ0337.The dynamic height is computed by dividing the NAVD 88
 CZ0337.geopotential number by the normal gravity value computed on the
 CZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0337.degrees latitude (g = 980.6199 gals.).
 CZ0337
 CZ0337.The modeled gravity was interpolated from observed gravity values.
 CZ0337
 CZ0337;                    North         East    Units  Estimated Accuracy
 CZ0337;SPC AZ C     -   187,540.      258,970.      MT  (+/- 180 meters Scaled)
 CZ0337
 CZ0337                          SUPERSEDED SURVEY CONTROL
 CZ0337
 CZ0337  NAVD 88 (06/15/91)  538.020  (m)         1765.15   (f) UNKNOWN     1 2
 CZ0337  NGVD 29 (??/??/92)  537.436  (m)         1763.24   (f) ADJ UNCH    1 2
 CZ0337
 CZ0337.Superseded values are not recommended for survey control.
 CZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0337.See file dsdata.txt to determine how the superseded data were derived.
 CZ0337
 CZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB596170(NAD 83)
 CZ0337_MARKER: DB = BENCH MARK DISK
 CZ0337_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0337_SP_SET: ROCK OUTCROP
 CZ0337_STAMPING: D 367 1967
 CZ0337_MARK LOGO: CGS   
 CZ0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0337+STABILITY: POSITION/ELEVATION WELL
 CZ0337
 CZ0337  HISTORY     - Date     Condition        Report By
 CZ0337  HISTORY     - 1967     MONUMENTED       CGS
 CZ0337  HISTORY     - 1968     GOOD             NGS
 CZ0337  HISTORY     - 1975     GOOD             AZDT
 CZ0337  HISTORY     - 1980     GOOD             NGS
 CZ0337  HISTORY     - 1984     GOOD             NGS
 CZ0337
 CZ0337                          STATION DESCRIPTION
 CZ0337
 CZ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0337'5.65 MI SE FROM PICACHO.
 CZ0337'ABOUT 4.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0337'THE DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 1.0 MILE
 CZ0337'NORTHEAST ALONG A DIRT ROAD, IN SECTION 28, T 8 S, R 9 E, 132 YARDS
 CZ0337'EAST AND ACROSS COUNTRY FROM THE CENTER OF A JUNCTION OF THE DIRT ROAD
 CZ0337'AND A DIM TRAIL ROAD LEADING SOUTH WHICH IS 43 YARDS NORTH OF A WASH
 CZ0337'ACROSS THE DIRT ROAD AND AT THE NORTH END OF A CURVE IN THE DIRT ROAD,
 CZ0337'SET IN THE TOP OF A ROCK OUTCROP, 41 1/2 FEET NORTHEAST OF A U.S.
 CZ0337'GENERAL LAND OFFICE PIPE AND CAP THAT MARKS THE CORNER OF SECTIONS 28,
 CZ0337'29, 32 AND 33 IN T 8 S, R 9 E, 9 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0337'A WASH, 6.7 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 6 1/2
 CZ0337'FEET ABOVE THE LEVEL OF THE USGLO PIPE AND CAP.
 CZ0337
 CZ0337                          STATION RECOVERY (1968)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0337'RECOVERED IN GOOD CONDITION.
 CZ0337
 CZ0337                          STATION RECOVERY (1975)
 CZ0337
 CZ0337'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0337'FROM THE PICACHO SCHOOL, LOCATED NORTH OF THE RAILROAD TRACKS, NORTH,
 CZ0337'ON THE WEST SIDE OF THE SCHOOL FOR 0.1 MILES.  RIGHT, EAST, ON A
 CZ0337'SECTION LINE ROAD AND CONTINUE FOR 3 MILES TO A GATE.  RIGHT THROUGH
 CZ0337'GATE AND CONTINUE FOR 1.3 MILES TO A GRAVEL PIT.  SOUTH FROM THE PIT
 CZ0337'FOR 1.2 MILES AND TO THE STATION ON THE LEFT.  ABOUT 300 FT. EASTERLY
 CZ0337'OF THE ROAD.  ABOUT 30 FT. UP THE SLOPE. 40 FT. NORTHERLY OF SECTION
 CZ0337'CORNER, NW 33, A PIPE UP ABOUT 2 FT. 6 FT. EASTERLY OF A TINY DRAIN.
 CZ0337'I-10.  MP. 216.1.  L. 0.9 MILE. A USC AND GS BENCH MARK BRASS CAP, SET
 CZ0337'IN A DRILL HOLE IN A GRANITE OUTCROP.
 CZ0337
 CZ0337                          STATION RECOVERY (1980)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0337'37.3 KILOMETERS (23.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0337'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.6 KILOMETERS
 CZ0337'(1.0 MILE) NORTH ALONG A DIRT ROAD TO THE WEST SLOPE OF THE SMALLER
 CZ0337'MOUNTAIN, 0.2 KILOMETER (0.1 MILE) DUE EAST OF THE Y-JUNCTION OF TWO
 CZ0337'DIRT ROADS, SET IN TOP OF ROCK OUTCROP, 2.8 METERS (9 FEET) SOUTHEAST
 CZ0337'OF THE CENTER OF A RAVINE ON THE MOUNTAIN AND 12.6 METERS (41.5 FEET)
 CZ0337'NORTHEAST OF A U.S.G.L.O. PIPE AND CAP MARK WHICH MARKS SECTION
 CZ0337'CORNERS 28, 29, 32 AND 33, AND IS 2 METERS (6.5 FEET) BELOW BENCH
 CZ0337'MARK D 367.  THE MARK CAN BE REACHED BY VEHICLE BY PROCEEDING
 CZ0337'SOUTHEAST TO A DIRT ROAD CROSSING THE TRACK AT A PIPE LINE CROSSING,
 CZ0337'THEN PROCEEDING 1.2 KILOMETERS (0.75 MILE) ALONG THE PIPE LINE TO
 CZ0337'THE DIRT ROAD DESCRIBED, THEN 1.35 KILOMETERS (0.85 MILE) TO THE
 CZ0337'MARK.
 CZ0337'THE MARK IS 2 METERS  NE FROM A WITNESS POST.
 CZ0337'THE MARK IS 6 M ABOVE THE DIRT ROAD.
 CZ0337
 CZ0337                          STATION RECOVERY (1984)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0337'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT IT IS
 CZ0337'0.2 KM (0.1 MI) DUE EAST ACROSS COUNTRY FROM THE Y JUNCTION OF THE TWO
 CZ0337'DIRT ROADS AND IS 6 METERS ABOVE THE DIRT ROAD NOT SIX INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0204 ***********************************************************************
 DA0204  DESIGNATION -  D 37
 DA0204  PID         -  DA0204
 DA0204  STATE/COUNTY-  AZ/PIMA
 DA0204  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA0204
 DA0204                         *CURRENT SURVEY CONTROL
 DA0204  ___________________________________________________________________
 DA0204* NAD 83(1986)-  32 11 43.     (N)    112 27 20.     (W)     SCALED    
 DA0204* NAVD 88     -       608.88   (+/-2cm)    1997.6    (feet)  VERTCON   
 DA0204  ___________________________________________________________________
 DA0204  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0204
 DA0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0204
 DA0204.The horizontal coordinates were scaled from a topographic map and have
 DA0204.an estimated accuracy of +/- 6 seconds.
 DA0204
 DA0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0204.The vertical order pertains to the NGVD 29 superseded value.
 DA0204
 DA0204.The geoid height was determined by GEOID03.
 DA0204
 DA0204;                    North         East    Units  Estimated Accuracy
 DA0204;SPC AZ C     -   132,650.      162,550.      MT  (+/- 180 meters Scaled)
 DA0204
 DA0204                          SUPERSEDED SURVEY CONTROL
 DA0204
 DA0204  NGVD 29 (??/??/92)  608.179  (m)         1995.33   (f) ADJ UNCH    2 0
 DA0204
 DA0204.Superseded values are not recommended for survey control.
 DA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0204.See file dsdata.txt to determine how the superseded data were derived.
 DA0204
 DA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA628630(NAD 83)
 DA0204_MARKER: DB = BENCH MARK DISK
 DA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0204_STAMPING: 1995.547 D 37 1933
 DA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0204+STABILITY: SURFACE MOTION
 DA0204
 DA0204  HISTORY     - Date     Condition        Report By
 DA0204  HISTORY     - 1933     MONUMENTED       CGS
 DA0204  HISTORY     - 1934     GOOD             NGS
 DA0204  HISTORY     - 19970306 GOOD             USPSQD
 DA0204
 DA0204                          STATION DESCRIPTION
 DA0204
 DA0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0204'29.6 MI E FROM AJO.
 DA0204'29.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA AND
 DA0204'GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD AJO-TUCSON
 DA0204'HIGHWAY, 0.1 MILE EAST OF A DIP IN THE HIGHWAY, AND 52 FEET NORTH OF
 DA0204'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1995.547 D 37
 DA0204'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA0204'GROUND.
 DA0204
 DA0204                          STATION RECOVERY (1997)
 DA0204
 DA0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0629 ***********************************************************************
 CG0629  DESIGNATION -  D 38
 CG0629  PID         -  CG0629
 CG0629  STATE/COUNTY-  AZ/PIMA
 CG0629  USGS QUAD   -  SELLS EAST (1982)
 CG0629
 CG0629                         *CURRENT SURVEY CONTROL
 CG0629  ___________________________________________________________________
 CG0629* NAD 83(1986)-  31 54 54.     (N)    111 51 40.     (W)     SCALED    
 CG0629* NAVD 88     -       735.92   (+/-2cm)    2414.4    (feet)  VERTCON   
 CG0629  ___________________________________________________________________
 CG0629  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CG0629
 CG0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0629
 CG0629.The horizontal coordinates were scaled from a topographic map and have
 CG0629.an estimated accuracy of +/- 6 seconds.
 CG0629
 CG0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0629.The vertical order pertains to the NGVD 29 superseded value.
 CG0629
 CG0629.The geoid height was determined by GEOID03.
 CG0629
 CG0629;                    North         East    Units  Estimated Accuracy
 CG0629;SPC AZ C     -   101,440.      218,610.      MT  (+/- 180 meters Scaled)
 CG0629
 CG0629                          SUPERSEDED SURVEY CONTROL
 CG0629
 CG0629  NGVD 29 (??/??/92)  735.214  (m)         2412.11   (f) ADJ UNCH    2 0
 CG0629
 CG0629.Superseded values are not recommended for survey control.
 CG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0629.See file dsdata.txt to determine how the superseded data were derived.
 CG0629
 CG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA185313(NAD 83)
 CG0629_MARKER: DB = BENCH MARK DISK
 CG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0629_STAMPING: 2412.239 D 38 1933
 CG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0629+STABILITY: SURFACE MOTION
 CG0629
 CG0629  HISTORY     - Date     Condition        Report By
 CG0629  HISTORY     - 1933     MONUMENTED       CGS
 CG0629  HISTORY     - 1934     GOOD             NGS
 CG0629
 CG0629                          STATION DESCRIPTION
 CG0629
 CG0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0629'1.8 MI E FROM SELLS.
 CG0629'1.8 MILES EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT SELLS,
 CG0629'PIMA COUNTY ON THE OLD AJO-TUCSON HIGHWAY, 0.7 MILE EAST OF A WOODEN
 CG0629'BRIDGE OVER AN ARROYO EAST OF TOWN, 50 FEET EAST OF POLE 35, 44 FEET
 CG0629'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 CG0629'POLES.  A STANDARD DISK, STAMPED 2412.239 D 38 1933 AND SET IN THE TOP
 CG0629'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0190 ***********************************************************************
 FR0190  DESIGNATION -  D 385
 FR0190  PID         -  FR0190
 FR0190  STATE/COUNTY-  AZ/YAVAPAI
 FR0190  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0190
 FR0190                         *CURRENT SURVEY CONTROL
 FR0190  ___________________________________________________________________
 FR0190* NAD 83(1986)-  35 20 42.     (N)    112 57 44.     (W)     SCALED    
 FR0190* NAVD 88     -      1618.586  (meters)    5310.31   (feet)  ADJUSTED  
 FR0190  ___________________________________________________________________
 FR0190  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0190  DYNAMIC HT  -        1616.471 (meters)    5303.37  (feet)  COMP
 FR0190  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 FR0190
 FR0190  VERT ORDER  -  FIRST     CLASS II
 FR0190
 FR0190.The horizontal coordinates were scaled from a topographic map and have
 FR0190.an estimated accuracy of +/- 6 seconds.
 FR0190
 FR0190.The orthometric height was determined by differential leveling
 FR0190.and adjusted by the National Geodetic Survey in June 1991..
 FR0190
 FR0190.The geoid height was determined by GEOID03.
 FR0190
 FR0190.The dynamic height is computed by dividing the NAVD 88
 FR0190.geopotential number by the normal gravity value computed on the
 FR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0190.degrees latitude (g = 980.6199 gals.).
 FR0190
 FR0190.The modeled gravity was interpolated from observed gravity values.
 FR0190
 FR0190;                    North         East    Units  Estimated Accuracy
 FR0190;SPC AZ C     -   482,350.      118,320.      MT  (+/- 180 meters Scaled)
 FR0190
 FR0190                          SUPERSEDED SURVEY CONTROL
 FR0190
 FR0190  NGVD 29 (??/??/92) 1617.698  (m)         5307.40   (f) ADJ UNCH    1 2
 FR0190
 FR0190.Superseded values are not recommended for survey control.
 FR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0190.See file dsdata.txt to determine how the superseded data were derived.
 FR0190
 FR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE216130(NAD 83)
 FR0190_MARKER: DB = BENCH MARK DISK
 FR0190_SETTING: 66 = SET IN ROCK OUTCROP
 FR0190_SP_SET: OUTCROP
 FR0190_STAMPING: D 385 1968
 FR0190_MARK LOGO: CGS   
 FR0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0190+STABILITY: POSITION/ELEVATION WELL
 FR0190
 FR0190  HISTORY     - Date     Condition        Report By
 FR0190  HISTORY     - 1968     MONUMENTED       CGS
 FR0190  HISTORY     - 1982     GOOD             NGS
 FR0190
 FR0190                          STATION DESCRIPTION
 FR0190
 FR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0190'5.1 MI W FROM SELIGMAN.
 FR0190'5.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0190'THE STATION AT SELIGMAN, 0.1 MILE EAST OF MILEPOST 434, IN THE TOP OF
 FR0190'AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 134.9 FEET
 FR0190'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 83 FEET NORTH OF THE
 FR0190'FOURTH TELEPHONE POLE EAST OF THE MILEPOST, 12.8 FEET NORTH OF A
 FR0190'FENCE, 1.7 FEET EAST OF A WITNESS POST, AND ABOUT 2 LOWER THAN THE
 FR0190'TRACK.
 FR0190
 FR0190                          STATION RECOVERY (1982)
 FR0190
 FR0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0313 ***********************************************************************
 FR0313  DESIGNATION -  D 386
 FR0313  PID         -  FR0313
 FR0313  STATE/COUNTY-  AZ/COCONINO
 FR0313  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0313
 FR0313                         *CURRENT SURVEY CONTROL
 FR0313  ___________________________________________________________________
 FR0313* NAD 83(1986)-  35 37 44.     (N)    112 54 27.     (W)     SCALED    
 FR0313* NAVD 88     -      1880.756  (meters)    6170.45   (feet)  POSTED    
 FR0313  ___________________________________________________________________
 FR0313  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 FR0313  DYNAMIC HT  -        1878.260 (meters)    6162.26  (feet)  COMP
 FR0313  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 FR0313
 FR0313  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0313
 FR0313.The horizontal coordinates were scaled from a topographic map and have
 FR0313.an estimated accuracy of +/- 6 seconds.
 FR0313
 FR0313.The orthometric height was determined by differential leveling
 FR0313.and adjusted by the National Geodetic Survey in 1992..
 FR0313.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0313.rate of 0.0 thru 1.0 mm/km.
 FR0313
 FR0313.The geoid height was determined by GEOID03.
 FR0313
 FR0313.The dynamic height is computed by dividing the NAVD 88
 FR0313.geopotential number by the normal gravity value computed on the
 FR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0313.degrees latitude (g = 980.6199 gals.).
 FR0313
 FR0313.The modeled gravity was interpolated from observed gravity values.
 FR0313
 FR0313;                    North         East    Units  Estimated Accuracy
 FR0313;SPC AZ C     -   513,790.      123,610.      MT  (+/- 180 meters Scaled)
 FR0313
 FR0313                          SUPERSEDED SURVEY CONTROL
 FR0313
 FR0313  NGVD 29 (??/??/92) 1879.848  (m)         6167.47   (f) ADJ UNCH    2 0
 FR0313
 FR0313.Superseded values are not recommended for survey control.
 FR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0313.See file dsdata.txt to determine how the superseded data were derived.
 FR0313
 FR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE272444(NAD 83)
 FR0313_MARKER: DB = BENCH MARK DISK
 FR0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0313_SP_SET: ROD
 FR0313_STAMPING: D 386 1968
 FR0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0313
 FR0313  HISTORY     - Date     Condition        Report By
 FR0313  HISTORY     - 1968     MONUMENTED       CGS
 FR0313
 FR0313                          STATION DESCRIPTION
 FR0313
 FR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0313'24.95 MI N FROM SELIGMAN.
 FR0313'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0313'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0313'THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, 0.6 MILE SOUTH OF A
 FR0313'36-INCH PIPE CULVERT, ON THE TOP OF A SMALL RIDGE, 43.5 FEET WEST OF
 FR0313'THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2
 FR0313'FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0313'COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG
 FR0313'PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0065 ***********************************************************************
 FR0065  DESIGNATION -  D 387
 FR0065  PID         -  FR0065
 FR0065  STATE/COUNTY-  AZ/COCONINO
 FR0065  USGS QUAD   -  HOWARD HILL (1979)
 FR0065
 FR0065                         *CURRENT SURVEY CONTROL
 FR0065  ___________________________________________________________________
 FR0065* NAD 83(1986)-  35 45 01.     (N)    112 16 26.     (W)     SCALED    
 FR0065* NAVD 88     -      1761.009  (meters)    5777.58   (feet)  POSTED    
 FR0065  ___________________________________________________________________
 FR0065  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0065  DYNAMIC HT  -        1758.710 (meters)    5770.03  (feet)  COMP
 FR0065  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 FR0065
 FR0065  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0065
 FR0065.The horizontal coordinates were scaled from a topographic map and have
 FR0065.an estimated accuracy of +/- 6 seconds.
 FR0065
 FR0065.The orthometric height was determined by differential leveling
 FR0065.and adjusted by the National Geodetic Survey in 1992..
 FR0065.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0065.rate of 0.0 thru 1.0 mm/km.
 FR0065
 FR0065.The geoid height was determined by GEOID03.
 FR0065
 FR0065.The dynamic height is computed by dividing the NAVD 88
 FR0065.geopotential number by the normal gravity value computed on the
 FR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0065.degrees latitude (g = 980.6199 gals.).
 FR0065
 FR0065.The modeled gravity was interpolated from observed gravity values.
 FR0065
 FR0065;                    North         East    Units  Estimated Accuracy
 FR0065;SPC AZ C     -   526,870.      181,050.      MT  (+/- 180 meters Scaled)
 FR0065
 FR0065                          SUPERSEDED SURVEY CONTROL
 FR0065
 FR0065  NGVD 29 (??/??/92) 1760.158  (m)         5774.78   (f) ADJ UNCH    2 0
 FR0065
 FR0065.Superseded values are not recommended for survey control.
 FR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0065.See file dsdata.txt to determine how the superseded data were derived.
 FR0065
 FR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE848569(NAD 83)
 FR0065_MARKER: DB = BENCH MARK DISK
 FR0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0065_SP_SET: FOUNDATION
 FR0065_STAMPING: D 387 1968
 FR0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0065
 FR0065  HISTORY     - Date     Condition        Report By
 FR0065  HISTORY     - 1968     MONUMENTED       CGS
 FR0065
 FR0065                          STATION DESCRIPTION
 FR0065
 FR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0065'1.25 MI SW FROM WILLAHA.
 FR0065'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0065'THE SIDING SIGN AT WILLAHA, THENCE 0.45 MILE WEST ALONG A ROAD ALONG A
 FR0065'STEEL TOWER POWER TRANSMISSION LINE, 2 TOWERS WEST OF BENCH MARK 5806
 FR0065'(USGS) AND THE RAILROAD, IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 FR0065'SOUTHEAST STEEL LEG OF TOWER 762, 108 FEET WEST OF THE CENTER LINE OF
 FR0065'THE ROAD, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0338 ***********************************************************************
 FR0338  DESIGNATION -  D 388
 FR0338  PID         -  FR0338
 FR0338  STATE/COUNTY-  AZ/COCONINO
 FR0338  USGS QUAD   -  TIN HOUSE (1980)
 FR0338
 FR0338                         *CURRENT SURVEY CONTROL
 FR0338  ___________________________________________________________________
 FR0338* NAD 83(1986)-  35 42 51.     (N)    112 36 49.     (W)     SCALED    
 FR0338* NAVD 88     -      1695.962  (meters)    5564.17   (feet)  POSTED    
 FR0338  ___________________________________________________________________
 FR0338  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FR0338  DYNAMIC HT  -        1693.780 (meters)    5557.01  (feet)  COMP
 FR0338  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 FR0338
 FR0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0338
 FR0338.The horizontal coordinates were scaled from a topographic map and have
 FR0338.an estimated accuracy of +/- 6 seconds.
 FR0338
 FR0338.The orthometric height was determined by differential leveling
 FR0338.and adjusted by the National Geodetic Survey in 1992..
 FR0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0338.rate of 0.0 thru 1.0 mm/km.
 FR0338
 FR0338.The geoid height was determined by GEOID03.
 FR0338
 FR0338.The dynamic height is computed by dividing the NAVD 88
 FR0338.geopotential number by the normal gravity value computed on the
 FR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0338.degrees latitude (g = 980.6199 gals.).
 FR0338
 FR0338.The modeled gravity was interpolated from observed gravity values.
 FR0338
 FR0338;                    North         East    Units  Estimated Accuracy
 FR0338;SPC AZ C     -   523,030.      150,300.      MT  (+/- 180 meters Scaled)
 FR0338
 FR0338                          SUPERSEDED SURVEY CONTROL
 FR0338
 FR0338  NGVD 29 (??/??/92) 1695.120  (m)         5561.41   (f) ADJ UNCH    2 0
 FR0338
 FR0338.Superseded values are not recommended for survey control.
 FR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0338.See file dsdata.txt to determine how the superseded data were derived.
 FR0338
 FR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE540534(NAD 83)
 FR0338_MARKER: DB = BENCH MARK DISK
 FR0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0338_SP_SET: FOUNDATIION
 FR0338_STAMPING: D 388 1968
 FR0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0338
 FR0338  HISTORY     - Date     Condition        Report By
 FR0338  HISTORY     - 1968     MONUMENTED       CGS
 FR0338
 FR0338                          STATION DESCRIPTION
 FR0338
 FR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0338'20.95 MI W FROM WILLAHA.
 FR0338'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0338'THE SIDING SIGN AT WILLAHA, THENCE 20.15 MILES WEST ALONG A STEEL
 FR0338'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK C 388, IN THE TOP OF THE
 FR0338'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 824, 49 FEET
 FR0338'SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0338'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0358 ***********************************************************************
 FR0358  DESIGNATION -  D 389
 FR0358  PID         -  FR0358
 FR0358  STATE/COUNTY-  AZ/COCONINO
 FR0358  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0358
 FR0358                         *CURRENT SURVEY CONTROL
 FR0358  ___________________________________________________________________
 FR0358* NAD 83(1986)-  35 50 44.     (N)    112 44 03.     (W)     SCALED    
 FR0358* NAVD 88     -      1731.258  (meters)    5679.97   (feet)  POSTED    
 FR0358  ___________________________________________________________________
 FR0358  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FR0358  DYNAMIC HT  -        1729.040 (meters)    5672.69  (feet)  COMP
 FR0358  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 FR0358
 FR0358  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0358
 FR0358.The horizontal coordinates were scaled from a topographic map and have
 FR0358.an estimated accuracy of +/- 6 seconds.
 FR0358
 FR0358.The orthometric height was determined by differential leveling
 FR0358.and adjusted by the National Geodetic Survey in 1992..
 FR0358.No vertical observational check was made to the station.
 FR0358.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0358.was located on a no-check spur therefore a value was not computed.
 FR0358
 FR0358.The geoid height was determined by GEOID03.
 FR0358
 FR0358.The dynamic height is computed by dividing the NAVD 88
 FR0358.geopotential number by the normal gravity value computed on the
 FR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0358.degrees latitude (g = 980.6199 gals.).
 FR0358
 FR0358.The modeled gravity was interpolated from observed gravity values.
 FR0358
 FR0358;                    North         East    Units  Estimated Accuracy
 FR0358;SPC AZ C     -   537,690.      139,510.      MT  (+/- 180 meters Scaled)
 FR0358
 FR0358                          SUPERSEDED SURVEY CONTROL
 FR0358
 FR0358  NGVD 29 (??/??/92) 1730.385  (m)         5677.10   (f) ADJ UNCH    2 0
 FR0358
 FR0358.Superseded values are not recommended for survey control.
 FR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0358.See file dsdata.txt to determine how the superseded data were derived.
 FR0358
 FR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433682(NAD 83)
 FR0358_MARKER: DB = BENCH MARK DISK
 FR0358_SETTING: 66 = SET IN ROCK OUTCROP
 FR0358_SP_SET: OUTCROP
 FR0358_STAMPING: D 389 1968
 FR0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0358+STABILITY: POSITION/ELEVATION WELL
 FR0358
 FR0358  HISTORY     - Date     Condition        Report By
 FR0358  HISTORY     - 1968     MONUMENTED       CGS
 FR0358
 FR0358                          STATION DESCRIPTION
 FR0358
 FR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0358'36.2 MI NW FROM WILLAHA.
 FR0358'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0358'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0358'TOWER POWER LINE, THENCE 11.75 MILES NORTH ALONG A TRACK ROAD, 0.3
 FR0358'MILE SOUTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 0.15 MILE
 FR0358'SOUTH OF THE JUNCTION OF A DIM TRACK ROAD NORTHWEST, IN THE TOP OF THE
 FR0358'LEDGE OF A LARGE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 FR0358'165 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF A
 FR0358'WITNESS POST, AND ABOUT 10 1/2 FEET HIGHER THEN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0815 ***********************************************************************
 CZ0815  DESIGNATION -  D 39 RESET
 CZ0815  PID         -  CZ0815
 CZ0815  STATE/COUNTY-  AZ/PIMA
 CZ0815  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0815
 CZ0815                         *CURRENT SURVEY CONTROL
 CZ0815  ___________________________________________________________________
 CZ0815* NAD 83(1986)-  32 08 01.     (N)    111 10 24.     (W)     SCALED    
 CZ0815* NAVD 88     -       739.25   (+/-2cm)    2425.4    (feet)  VERTCON   
 CZ0815  ___________________________________________________________________
 CZ0815  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0815
 CZ0815  VERT ORDER  -  THIRD (See Below)
 CZ0815
 CZ0815.The horizontal coordinates were scaled from a topographic map and have
 CZ0815.an estimated accuracy of +/- 6 seconds.
 CZ0815
 CZ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0815.The vertical order pertains to the NGVD 29 superseded value.
 CZ0815
 CZ0815.The geoid height was determined by GEOID03.
 CZ0815
 CZ0815;                    North         East    Units  Estimated Accuracy
 CZ0815;SPC AZ C     -   125,920.      283,490.      MT  (+/- 180 meters Scaled)
 CZ0815
 CZ0815                          SUPERSEDED SURVEY CONTROL
 CZ0815
 CZ0815  NGVD 29 (03/28/06)  738.56   (m)         2423.1    (f) RESET       3  
 CZ0815
 CZ0815.Superseded values are not recommended for survey control.
 CZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0815.See file dsdata.txt to determine how the superseded data were derived.
 CZ0815
 CZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA836552(NAD 83)
 CZ0815_MARKER: DB = BENCH MARK DISK
 CZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0815_STAMPING: D 39 RESET 1935
 CZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0815+STABILITY: SURFACE MOTION
 CZ0815
 CZ0815  HISTORY     - Date     Condition        Report By
 CZ0815  HISTORY     - 1935     MONUMENTED       AZHD
 CZ0815  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0815
 CZ0815                          STATION DESCRIPTION
 CZ0815
 CZ0815'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0815'13.0 MI SW FROM TUCSON.
 CZ0815'13.0 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0815'HOSPITAL AT TUCSON, PIMA COUNTY, 0.6 MILE WEST OF AN ABANDONED SERVICE
 CZ0815'STATION (IN 1935), 500 FEET WEST OF A CONCRETE CULVERT, 81 FEET NORTH
 CZ0815'OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET NORTH OF A ROW OF POLES.
 CZ0815'A STANDARD DISK, STAMPED D 39 RESET 1935 AND SET IN THE TOP OF A
 CZ0815'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0051 ***********************************************************************
 EU0051  DESIGNATION -  D 391
 EU0051  PID         -  EU0051
 EU0051  STATE/COUNTY-  AZ/MOHAVE
 EU0051  USGS QUAD   -  FRANCONIA (1970)
 EU0051
 EU0051                         *CURRENT SURVEY CONTROL
 EU0051  ___________________________________________________________________
 EU0051* NAD 83(1986)-  34 43 50.     (N)    114 17 16.     (W)     SCALED    
 EU0051* NAVD 88     -       322.57   (+/-2cm)    1058.3    (feet)  VERTCON   
 EU0051  ___________________________________________________________________
 EU0051  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EU0051
 EU0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0051
 EU0051.The horizontal coordinates were scaled from a topographic map and have
 EU0051.an estimated accuracy of +/- 6 seconds.
 EU0051
 EU0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0051.The vertical order pertains to the NGVD 29 superseded value.
 EU0051
 EU0051.The geoid height was determined by GEOID03.
 EU0051
 EU0051;                    North         East    Units  Estimated Accuracy
 EU0051;SPC AZ W     -   413,830.      164,110.      MT  (+/- 180 meters Scaled)
 EU0051
 EU0051                          SUPERSEDED SURVEY CONTROL
 EU0051
 EU0051  NGVD 29 (??/??/??)  321.890  (m)         1056.07   (f) ADJUSTED    2 0
 EU0051
 EU0051.Superseded values are not recommended for survey control.
 EU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0051.See file dsdata.txt to determine how the superseded data were derived.
 EU0051
 EU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU483465(NAD 83)
 EU0051_MARKER: DB = BENCH MARK DISK
 EU0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0051_SP_SET: BRIDGE CURB
 EU0051_STAMPING: D 391 1961
 EU0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0051
 EU0051  HISTORY     - Date     Condition        Report By
 EU0051  HISTORY     - 1961     MONUMENTED       CGS
 EU0051  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0051
 EU0051                          STATION DESCRIPTION
 EU0051
 EU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0051'11.7 MI E FROM TOPOCK.
 EU0051'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0051'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER IN TOPOCK,
 EU0051'SET IN TOP OF THE EAST END OF THE NORTH CURB OF A 135 FOOT
 EU0051'CONCRETE BRIDGE WITH 5 OPENINGS, 6 FEET WEST OF THE EAST END
 EU0051'OF THE CURB, 15 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND
 EU0051'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0051
 EU0051                          STATION RECOVERY (1981)
 EU0051
 EU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0576 ***********************************************************************
 FR0576  DESIGNATION -  D 392
 FR0576  PID         -  FR0576
 FR0576  STATE/COUNTY-  AZ/MOHAVE
 FR0576  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0576
 FR0576                         *CURRENT SURVEY CONTROL
 FR0576  ___________________________________________________________________
 FR0576* NAD 83(1986)-  35 09 27.     (N)    113 37 22.     (W)     SCALED    
 FR0576* NAVD 88     -      1106.926  (meters)    3631.64   (feet)  POSTED    
 FR0576  ___________________________________________________________________
 FR0576  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FR0576  DYNAMIC HT  -        1105.570 (meters)    3627.19  (feet)  COMP
 FR0576  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 FR0576
 FR0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0576
 FR0576.The horizontal coordinates were scaled from a topographic map and have
 FR0576.an estimated accuracy of +/- 6 seconds.
 FR0576
 FR0576.The orthometric height was determined by differential leveling
 FR0576.and adjusted by the National Geodetic Survey in 1992..
 FR0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0576.rate of 0.0 thru 1.0 mm/km.
 FR0576
 FR0576.The geoid height was determined by GEOID03.
 FR0576
 FR0576.The dynamic height is computed by dividing the NAVD 88
 FR0576.geopotential number by the normal gravity value computed on the
 FR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0576.degrees latitude (g = 980.6199 gals.).
 FR0576
 FR0576.The modeled gravity was interpolated from observed gravity values.
 FR0576
 FR0576;                    North         East    Units  Estimated Accuracy
 FR0576;SPC AZ W     -   461,070.      224,950.      MT  (+/- 180 meters Scaled)
 FR0576
 FR0576                          SUPERSEDED SURVEY CONTROL
 FR0576
 FR0576  NGVD 29 (??/??/92) 1106.108  (m)         3628.96   (f) ADJ UNCH    2 0
 FR0576
 FR0576.Superseded values are not recommended for survey control.
 FR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0576.See file dsdata.txt to determine how the superseded data were derived.
 FR0576
 FR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD610936(NAD 83)
 FR0576_MARKER: DB = BENCH MARK DISK
 FR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0576_STAMPING: D 392 1962
 FR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0576+STABILITY: SURFACE MOTION
 FR0576
 FR0576  HISTORY     - Date     Condition        Report By
 FR0576  HISTORY     - 1962     MONUMENTED       CGS
 FR0576
 FR0576                          STATION DESCRIPTION
 FR0576
 FR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0576'30.05 MI NE FROM KINGMAN.
 FR0576'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0576'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0576'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0576'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0576'THE JUNCTION OF A DIRT ROAD LEADING EAST TO MILLERS RANCH, THENCE 0.85
 FR0576'MILE EAST ALONG THE PIPE LINE TO WHERE A LINE OF TELEPHONE POLES
 FR0576'CROSSES THE PIPE LINE, 154 FEET NORTH OF THE CENTER OF THE PIPE LINE
 FR0576'ROAD, 9.7 FEET WEST OF TELEPHONE POLE NO. 17200, 5.3 FEET EAST OF A
 FR0576'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE PIPE LINE
 FR0576'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0448 ***********************************************************************
 FR0448  DESIGNATION -  D 393
 FR0448  PID         -  FR0448
 FR0448  STATE/COUNTY-  AZ/YAVAPAI
 FR0448  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0448
 FR0448                         *CURRENT SURVEY CONTROL
 FR0448  ___________________________________________________________________
 FR0448* NAD 83(1986)-  35 13 36.     (N)    113 14 30.     (W)     SCALED    
 FR0448* NAVD 88     -      1622.546  (meters)    5323.30   (feet)  POSTED    
 FR0448  ___________________________________________________________________
 FR0448  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0448  DYNAMIC HT  -        1620.400 (meters)    5316.26  (feet)  COMP
 FR0448  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0448
 FR0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0448
 FR0448.The horizontal coordinates were scaled from a topographic map and have
 FR0448.an estimated accuracy of +/- 6 seconds.
 FR0448
 FR0448.The orthometric height was determined by differential leveling
 FR0448.and adjusted by the National Geodetic Survey in 1992..
 FR0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0448.rate of 0.0 thru 1.0 mm/km.
 FR0448
 FR0448.The geoid height was determined by GEOID03.
 FR0448
 FR0448.The dynamic height is computed by dividing the NAVD 88
 FR0448.geopotential number by the normal gravity value computed on the
 FR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0448.degrees latitude (g = 980.6199 gals.).
 FR0448
 FR0448.The modeled gravity was interpolated from observed gravity values.
 FR0448
 FR0448;                    North         East    Units  Estimated Accuracy
 FR0448;SPC AZ C     -   469,520.       92,750.      MT  (+/- 180 meters Scaled)
 FR0448
 FR0448                          SUPERSEDED SURVEY CONTROL
 FR0448
 FR0448  NGVD 29 (??/??/92) 1621.639  (m)         5320.33   (f) ADJ UNCH    2 0
 FR0448
 FR0448.Superseded values are not recommended for survey control.
 FR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0448.See file dsdata.txt to determine how the superseded data were derived.
 FR0448
 FR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE959004(NAD 83)
 FR0448_MARKER: DB = BENCH MARK DISK
 FR0448_SETTING: 66 = SET IN ROCK OUTCROP
 FR0448_SP_SET: BEDROCK
 FR0448_STAMPING: D 393 1962
 FR0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0448+STABILITY: POSITION/ELEVATION WELL
 FR0448
 FR0448  HISTORY     - Date     Condition        Report By
 FR0448  HISTORY     - 1962     MONUMENTED       CGS
 FR0448
 FR0448                          STATION DESCRIPTION
 FR0448
 FR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0448'23.8 MI W FROM SELIGMAN.
 FR0448'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0448'ITS STATION AT SELIGMAN, THENCE 20.8 MILES WEST ALONG A GRAVEL AND
 FR0448'DIRT ROAD, ABOUT 0.10 MILE EAST OF THE PIPE LINE CROSSING, 124 FEET
 FR0448'SOUTH OF THE CENTER OF THE ROAD, 72 FEET NORTH OF THE CENTER OF THE
 FR0448'PIPE LINE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 FR0448'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A 1 BY 2 FOOT BEDROCK
 FR0448'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0223 ***********************************************************************
 FR0223  DESIGNATION -  D 394
 FR0223  PID         -  FR0223
 FR0223  STATE/COUNTY-  AZ/YAVAPAI
 FR0223  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0223
 FR0223                         *CURRENT SURVEY CONTROL
 FR0223  ___________________________________________________________________
 FR0223* NAD 83(1986)-  35 18 05.     (N)    112 45 51.     (W)     SCALED    
 FR0223* NAVD 88     -      1732.308  (meters)    5683.41   (feet)  ADJUSTED  
 FR0223  ___________________________________________________________________
 FR0223  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0223  DYNAMIC HT  -        1729.985 (meters)    5675.79  (feet)  COMP
 FR0223  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FR0223
 FR0223  VERT ORDER  -  FIRST     CLASS II
 FR0223
 FR0223.The horizontal coordinates were scaled from a topographic map and have
 FR0223.an estimated accuracy of +/- 6 seconds.
 FR0223
 FR0223.The orthometric height was determined by differential leveling
 FR0223.and adjusted by the National Geodetic Survey in June 1991..
 FR0223
 FR0223.The geoid height was determined by GEOID03.
 FR0223
 FR0223.The dynamic height is computed by dividing the NAVD 88
 FR0223.geopotential number by the normal gravity value computed on the
 FR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0223.degrees latitude (g = 980.6199 gals.).
 FR0223
 FR0223.The modeled gravity was interpolated from observed gravity values.
 FR0223
 FR0223;                    North         East    Units  Estimated Accuracy
 FR0223;SPC AZ C     -   477,340.      136,290.      MT  (+/- 180 meters Scaled)
 FR0223
 FR0223                          SUPERSEDED SURVEY CONTROL
 FR0223
 FR0223  NGVD 29 (??/??/92) 1731.387  (m)         5680.39   (f) ADJ UNCH    1 2
 FR0223
 FR0223.Superseded values are not recommended for survey control.
 FR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0223.See file dsdata.txt to determine how the superseded data were derived.
 FR0223
 FR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE396078(NAD 83)
 FR0223_MARKER: DB = BENCH MARK DISK
 FR0223_SETTING: 66 = SET IN ROCK OUTCROP
 FR0223_SP_SET: SET IN ROCK OUTCROP
 FR0223_STAMPING: D 394 1962
 FR0223_MARK LOGO: CGS   
 FR0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0223+STABILITY: POSITION/ELEVATION WELL
 FR0223
 FR0223  HISTORY     - Date     Condition        Report By
 FR0223  HISTORY     - 1962     MONUMENTED       CGS
 FR0223  HISTORY     - 1982     GOOD             NGS
 FR0223
 FR0223                          STATION DESCRIPTION
 FR0223
 FR0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0223'6.7 MI E FROM SELIGMAN.
 FR0223'6.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0223'STATION AT SELIGMAN, NEAR THE JUNCTION OF A TRACK ROAD LEADING SOUTH,
 FR0223'95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 43 FEET WEST
 FR0223'NORTHWEST OF A TELEPHONE POLE NO. 13493, 31 FEET NORTH OF A TELEPHONE
 FR0223'POLE NO. 4, 2.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 FR0223'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A BOULDER 3 BY 4 FEET
 FR0223'PROJECTING 18 INCHES.
 FR0223
 FR0223                          STATION RECOVERY (1982)
 FR0223
 FR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1103 ***********************************************************************
 DV1103  DESIGNATION -  D 396 13
 DV1103  PID         -  DV1103
 DV1103  STATE/COUNTY-  AZ/LA PAZ
 DV1103  USGS QUAD   -  VICKSBURG (1990)
 DV1103
 DV1103                         *CURRENT SURVEY CONTROL
 DV1103  ___________________________________________________________________
 DV1103* NAD 83(1986)-  33 38 07.     (N)    113 48 07.     (W)     SCALED    
 DV1103* NAVD 88     -       365.06   (+/-2cm)    1197.7    (feet)  VERTCON   
 DV1103  ___________________________________________________________________
 DV1103  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1103
 DV1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1103
 DV1103.The horizontal coordinates were scaled from a topographic map and have
 DV1103.an estimated accuracy of +/- 6 seconds.
 DV1103
 DV1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1103.The vertical order pertains to the NGVD 29 superseded value.
 DV1103
 DV1103.The geoid height was determined by GEOID03.
 DV1103
 DV1103;                    North         East    Units  Estimated Accuracy
 DV1103;SPC AZ W     -   292,210.      208,540.      MT  (+/- 180 meters Scaled)
 DV1103
 DV1103                          SUPERSEDED SURVEY CONTROL
 DV1103
 DV1103  NGVD 29 (??/??/92)  364.389  (m)         1195.50   (f) ADJ UNCH    2 0
 DV1103
 DV1103.Superseded values are not recommended for survey control.
 DV1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1103.See file dsdata.txt to determine how the superseded data were derived.
 DV1103
 DV1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC401252(NAD 83)
 DV1103_MARKER: DB = BENCH MARK DISK
 DV1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1103_STAMPING: D 396 13 1962
 DV1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1103+STABILITY: SURFACE MOTION
 DV1103
 DV1103  HISTORY     - Date     Condition        Report By
 DV1103  HISTORY     - 1962     MONUMENTED       CGS
 DV1103
 DV1103                          STATION DESCRIPTION
 DV1103
 DV1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1103'11.7 MI SW FROM HOPE.
 DV1103'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1103'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1103'2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1103'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.3 FEET NORTHWEST
 DV1103'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1103'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0509 ***********************************************************************
 CZ0509  DESIGNATION -  D 399
 CZ0509  PID         -  CZ0509
 CZ0509  STATE/COUNTY-  AZ/PIMA
 CZ0509  USGS QUAD   -  MARANA (1992)
 CZ0509
 CZ0509                         *CURRENT SURVEY CONTROL
 CZ0509  ___________________________________________________________________
 CZ0509* NAD 83(1986)-  32 25 28.     (N)    111 09 07.     (W)     SCALED    
 CZ0509* NAVD 88     -       625.39   (+/-2cm)    2051.8    (feet)  VERTCON   
 CZ0509  ___________________________________________________________________
 CZ0509  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0509
 CZ0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0509
 CZ0509.The horizontal coordinates were scaled from a topographic map and have
 CZ0509.an estimated accuracy of +/- 6 seconds.
 CZ0509
 CZ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0509.The vertical order pertains to the NGVD 29 superseded value.
 CZ0509
 CZ0509.The geoid height was determined by GEOID03.
 CZ0509
 CZ0509;                    North         East    Units  Estimated Accuracy
 CZ0509;SPC AZ C     -   158,190.      285,280.      MT  (+/- 180 meters Scaled)
 CZ0509
 CZ0509                          SUPERSEDED SURVEY CONTROL
 CZ0509
 CZ0509  NGVD 29 (??/??/92)  624.774  (m)         2049.78   (f) ADJ UNCH    2 0
 CZ0509
 CZ0509.Superseded values are not recommended for survey control.
 CZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0509.See file dsdata.txt to determine how the superseded data were derived.
 CZ0509
 CZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA857874(NAD 83)
 CZ0509_MARKER: DB = BENCH MARK DISK
 CZ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0509_STAMPING: D 399 1962
 CZ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0509+STABILITY: SURFACE MOTION
 CZ0509
 CZ0509  HISTORY     - Date     Condition        Report By
 CZ0509  HISTORY     - 1962     MONUMENTED       CGS
 CZ0509
 CZ0509                          STATION DESCRIPTION
 CZ0509
 CZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0509'1.7 MI N FROM RILLITO.
 CZ0509'FROM THE RAILROAD STATION AT RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0509'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 0.6 MILE.  THE MARK IS
 CZ0509'47 FEET NORTH OF THE CENTER OF AN OILED ROAD, 4 FEET NORTH OF A POWER
 CZ0509'POLE, 3.5 FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET SOUTHEAST OF A
 CZ0509'METAL WITNESS POST WITH SIGN, AND SET IN THE TOP OF A CYLINDRICAL
 CZ0509'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0244 ***********************************************************************
 CY0244  DESIGNATION -  D 40
 CY0244  PID         -  CY0244
 CY0244  STATE/COUNTY-  AZ/GREENLEE
 CY0244  USGS QUAD   -  GUTHRIE (1986)
 CY0244
 CY0244                         *CURRENT SURVEY CONTROL
 CY0244  ___________________________________________________________________
 CY0244* NAD 83(1986)-  32 59 41.     (N)    109 17 18.     (W)     SCALED    
 CY0244* NAVD 88     -      1164.298  (meters)    3819.87   (feet)  ADJUSTED  
 CY0244  ___________________________________________________________________
 CY0244  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CY0244  DYNAMIC HT  -        1162.626 (meters)    3814.38  (feet)  COMP
 CY0244  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 CY0244
 CY0244  VERT ORDER  -  SECOND    CLASS 0
 CY0244
 CY0244.The horizontal coordinates were scaled from a topographic map and have
 CY0244.an estimated accuracy of +/- 6 seconds.
 CY0244
 CY0244.The orthometric height was determined by differential leveling
 CY0244.and adjusted by the National Geodetic Survey in June 1991..
 CY0244
 CY0244.The geoid height was determined by GEOID03.
 CY0244
 CY0244.The dynamic height is computed by dividing the NAVD 88
 CY0244.geopotential number by the normal gravity value computed on the
 CY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0244.degrees latitude (g = 980.6199 gals.).
 CY0244
 CY0244.The modeled gravity was interpolated from observed gravity values.
 CY0244
 CY0244;                    North         East    Units  Estimated Accuracy
 CY0244;SPC AZ E     -   221,510.      295,440.      MT  (+/- 180 meters Scaled)
 CY0244
 CY0244                          SUPERSEDED SURVEY CONTROL
 CY0244
 CY0244  NGVD 29 (??/??/92) 1163.578  (m)         3817.51   (f) ADJ UNCH    2 0
 CY0244
 CY0244.Superseded values are not recommended for survey control.
 CY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0244.See file dsdata.txt to determine how the superseded data were derived.
 CY0244
 CY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB599520(NAD 83)
 CY0244_MARKER: DB = BENCH MARK DISK
 CY0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0244_SP_SET: GUARD RAIL
 CY0244_STAMPING: D 40 1934
 CY0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0244
 CY0244  HISTORY     - Date     Condition        Report By
 CY0244  HISTORY     - 1934     MONUMENTED       CGS
 CY0244
 CY0244                          STATION DESCRIPTION
 CY0244
 CY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0244'8.8 MI S FROM CLIFTON.
 CY0244'8.8 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 2.2 MILES
 CY0244'SOUTH WEST OF INTERSECTION WITH CUT OFF TO STATE HWY. NO.75, 10 FT.
 CY0244'WEST OF CENTER LINE OF HWY., IN NORTH END OF NORTH WEST CONCRETE GUARD
 CY0244'RAIL OF OVERHEAD RAILROAD CROSSING 3 FT. ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0109 ***********************************************************************
 GP0109  DESIGNATION -  D 402
 GP0109  PID         -  GP0109
 GP0109  STATE/COUNTY-  AZ/COCONINO
 GP0109  USGS QUAD   -  PAGE (1985)
 GP0109
 GP0109                         *CURRENT SURVEY CONTROL
 GP0109  ___________________________________________________________________
 GP0109* NAD 83(1986)-  36 54 30.     (N)    111 29 03.     (W)     SCALED    
 GP0109* NAVD 88     -      1236.853  (meters)    4057.91   (feet)  ADJUSTED  
 GP0109  ___________________________________________________________________
 GP0109  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0109  DYNAMIC HT  -        1235.442 (meters)    4053.28  (feet)  COMP
 GP0109  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 GP0109
 GP0109  VERT ORDER  -  FIRST     CLASS II
 GP0109
 GP0109.The horizontal coordinates were scaled from a topographic map and have
 GP0109.an estimated accuracy of +/- 6 seconds.
 GP0109
 GP0109.The orthometric height was determined by differential leveling
 GP0109.and adjusted by the National Geodetic Survey in June 1991..
 GP0109
 GP0109.The geoid height was determined by GEOID03.
 GP0109
 GP0109.The dynamic height is computed by dividing the NAVD 88
 GP0109.geopotential number by the normal gravity value computed on the
 GP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0109.degrees latitude (g = 980.6199 gals.).
 GP0109
 GP0109.The modeled gravity was interpolated from observed gravity values.
 GP0109
 GP0109;                    North         East    Units  Estimated Accuracy
 GP0109;SPC AZ C     -   655,390.      251,900.      MT  (+/- 180 meters Scaled)
 GP0109
 GP0109                          SUPERSEDED SURVEY CONTROL
 GP0109
 GP0109  NGVD 29 (??/??/92) 1235.968  (m)         4055.01   (f) ADJ UNCH    1 2
 GP0109
 GP0109.Superseded values are not recommended for survey control.
 GP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0109.See file dsdata.txt to determine how the superseded data were derived.
 GP0109
 GP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568848(NAD 83)
 GP0109_MARKER: DB = BENCH MARK DISK
 GP0109_SETTING: 66 = SET IN ROCK OUTCROP
 GP0109_SP_SET: SANDSTONE OUTCROP
 GP0109_STAMPING: D 402 1962
 GP0109_MARK LOGO: CGS   
 GP0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0109+STABILITY: POSITION/ELEVATION WELL
 GP0109
 GP0109  HISTORY     - Date     Condition        Report By
 GP0109  HISTORY     - 1962     MONUMENTED       CGS
 GP0109  HISTORY     - 1983     GOOD             NGS
 GP0109
 GP0109                          STATION DESCRIPTION
 GP0109
 GP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0109'2.4 MI W FROM PAGE.
 GP0109'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0109'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.1 MILE WEST ALONG
 GP0109'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT, ABOUT 504
 GP0109'FEET WEST OF THE CENTERLINE OF HIGHWAY 89, ABOUT 436 FEET SOUTH OF THE
 GP0109'CENTERLINE OF THE ASPHALT ROAD, 278 FEET NORTHEAST OF THE CENTER OF A
 GP0109'WASH, 269 FEET WEST OF A ROW OF TELEPHONE POLES, 7.5 FEET
 GP0109'NORTH-NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GP0109'SANDSTONE OUTCROP.
 GP0109
 GP0109                          STATION RECOVERY (1983)
 GP0109
 GP0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1261 ***********************************************************************
 DU1261  DESIGNATION -  D 403
 DU1261  PID         -  DU1261
 DU1261  STATE/COUNTY-  AZ/GILA
 DU1261  USGS QUAD   -  GLOBE (1982)
 DU1261
 DU1261                         *CURRENT SURVEY CONTROL
 DU1261  ___________________________________________________________________
 DU1261* NAD 83(1986)-  33 26 45.     (N)    110 50 00.     (W)     SCALED    
 DU1261* NAVD 88     -       985.889  (meters)    3234.54   (feet)  ADJUSTED  
 DU1261  ___________________________________________________________________
 DU1261  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1261  DYNAMIC HT  -         984.567 (meters)    3230.20  (feet)  COMP
 DU1261  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 DU1261
 DU1261  VERT ORDER  -  FIRST     CLASS II
 DU1261
 DU1261.The horizontal coordinates were scaled from a topographic map and have
 DU1261.an estimated accuracy of +/- 6 seconds.
 DU1261
 DU1261.The orthometric height was determined by differential leveling
 DU1261.and adjusted by the National Geodetic Survey in June 1991..
 DU1261
 DU1261.The geoid height was determined by GEOID03.
 DU1261
 DU1261.The dynamic height is computed by dividing the NAVD 88
 DU1261.geopotential number by the normal gravity value computed on the
 DU1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1261.degrees latitude (g = 980.6199 gals.).
 DU1261
 DU1261.The modeled gravity was interpolated from observed gravity values.
 DU1261
 DU1261;                    North         East    Units  Estimated Accuracy
 DU1261;SPC AZ E     -   271,390.      151,380.      MT  (+/- 180 meters Scaled)
 DU1261
 DU1261                          SUPERSEDED SURVEY CONTROL
 DU1261
 DU1261.No superseded survey control is available for this station.
 DU1261
 DU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC154007(NAD 83)
 DU1261_MARKER: DB = BENCH MARK DISK
 DU1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1261_SP_SET: STAINLESS STEEL ROD
 DU1261_STAMPING: D 403 1979
 DU1261_PROJECTION: FLUSH
 DU1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1261_ROD/PIPE-DEPTH: 7.32 meters
 DU1261
 DU1261  HISTORY     - Date     Condition        Report By
 DU1261  HISTORY     - 1979     MONUMENTED       NGS
 DU1261  HISTORY     - 20050529 GOOD             USPSQD
 DU1261
 DU1261                          STATION DESCRIPTION
 DU1261
 DU1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1261'6.6 MI NW FROM GLOBE.
 DU1261'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1261'COURTHOUSE IN GLOBE, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY
 DU1261'88 (APACHE TRAIL), 77.9 FEET WEST OF A FENCE, 29.0 FEET EAST OF THE
 DU1261'HIGHWAY, 4.6 FEET NORTH OF THE SOUTH END OF A GUARD RAIL AND 9.2 FEET
 DU1261'NORTH OF MILE MARKER NUMBER 271.  NOTE=ACCESS TO THE DISK IS THROUGH
 DU1261'A 4-INCH SCREWPLUG.
 DU1261'THE MARK IS 1.6 FT  NNE FROM A WITNESS POST.
 DU1261'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1261
 DU1261                          STATION RECOVERY (2005)
 DU1261
 DU1261'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1261'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0305 ***********************************************************************
 GP0305  DESIGNATION -  D 403
 GP0305  PID         -  GP0305
 GP0305  STATE/COUNTY-  AZ/COCONINO
 GP0305  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0305
 GP0305                         *CURRENT SURVEY CONTROL
 GP0305  ___________________________________________________________________
 GP0305* NAD 83(1986)-  36 39 01.     (N)    111 38 00.     (W)     SCALED    
 GP0305* NAVD 88     -      1692.780  (meters)    5553.73   (feet)  ADJUSTED  
 GP0305  ___________________________________________________________________
 GP0305  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GP0305  DYNAMIC HT  -        1690.700 (meters)    5546.90  (feet)  COMP
 GP0305  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 GP0305
 GP0305  VERT ORDER  -  FIRST     CLASS II
 GP0305
 GP0305.The horizontal coordinates were scaled from a topographic map and have
 GP0305.an estimated accuracy of +/- 6 seconds.
 GP0305
 GP0305.The orthometric height was determined by differential leveling
 GP0305.and adjusted by the National Geodetic Survey in June 1991..
 GP0305.WARNING-Repeat measurements at this control monument indicate possible
 GP0305.vertical movement.
 GP0305
 GP0305.The geoid height was determined by GEOID03.
 GP0305
 GP0305.The dynamic height is computed by dividing the NAVD 88
 GP0305.geopotential number by the normal gravity value computed on the
 GP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0305.degrees latitude (g = 980.6199 gals.).
 GP0305
 GP0305.The modeled gravity was interpolated from observed gravity values.
 GP0305
 GP0305;                    North         East    Units  Estimated Accuracy
 GP0305;SPC AZ C     -   626,700.      238,690.      MT  (+/- 180 meters Scaled)
 GP0305
 GP0305                          SUPERSEDED SURVEY CONTROL
 GP0305
 GP0305  NGVD 29 (??/??/92) 1691.736  (m)         5550.30   (f) ADJ UNCH    1 2
 GP0305
 GP0305.Superseded values are not recommended for survey control.
 GP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0305.See file dsdata.txt to determine how the superseded data were derived.
 GP0305
 GP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF433562(NAD 83)
 GP0305_MARKER: DB = BENCH MARK DISK
 GP0305_SETTING: 66 = SET IN ROCK OUTCROP
 GP0305_SP_SET: ROCK LEDGE
 GP0305_STAMPING: D 403 1962
 GP0305_MARK LOGO: CGS   
 GP0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0305+STABILITY: POSITION/ELEVATION WELL
 GP0305
 GP0305  HISTORY     - Date     Condition        Report By
 GP0305  HISTORY     - 1962     MONUMENTED       CGS
 GP0305  HISTORY     - 1978     GOOD             USGS
 GP0305  HISTORY     - 1983     GOOD             NGS
 GP0305  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0305
 GP0305                          STATION DESCRIPTION
 GP0305
 GP0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0305'2.2 MI NE FROM BITTER SPRINGS.
 GP0305'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0305'STATION AT BITTER SPRINGS.  THENCE 2.0 MILES NORTHEAST ALONG U.S.
 GP0305'HIGHWAY 89 LEADING TO PAGE, 0.15 MILE SOUTH OF A TELEPHONE LINE WHICH
 GP0305'CROSSES THE HIGHWAY, 94 FEET SOUTH OF HIGHWAY MILEPOST NUMBER 526,
 GP0305'17.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 2 1/2 FEET
 GP0305'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF ROCK LEDGE WHICH
 GP0305'PROTRUDES EAST AND OUT OF THE WEST BANK OF A HIGHWAY CUT.
 GP0305
 GP0305                          STATION RECOVERY (1978)
 GP0305
 GP0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0305'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0305'SPRING, 2.0 MILES NE. OF ALONG HWY. 89 LEADING TO PAGE. REMAINDER OF
 GP0305'DESCRIPTION IS ADEQUATE.
 GP0305
 GP0305                          STATION RECOVERY (1983)
 GP0305
 GP0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0305'RECOVERED IN GOOD CONDITION.
 GP0305
 GP0305                          STATION RECOVERY (1993)
 GP0305
 GP0305'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1259 ***********************************************************************
 DU1259  DESIGNATION -  D 404
 DU1259  PID         -  DU1259
 DU1259  STATE/COUNTY-  AZ/GILA
 DU1259  USGS QUAD   -  GLOBE (1982)
 DU1259
 DU1259                         *CURRENT SURVEY CONTROL
 DU1259  ___________________________________________________________________
 DU1259* NAD 83(1992)-  33 25 06.86485(N)    110 49 34.90936(W)     ADJUSTED  
 DU1259* NAVD 88     -      1014.643  (meters)    3328.87   (feet)  ADJUSTED  
 DU1259  ___________________________________________________________________
 DU1259  X           -  -1,894,967.397 (meters)                     COMP
 DU1259  Y           -  -4,981,630.643 (meters)                     COMP
 DU1259  Z           -   3,493,343.470 (meters)                     COMP
 DU1259  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DU1259  ELLIP HEIGHT-         987.25  (meters)          (08/22/05) GPS OBS
 DU1259  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU1259  DYNAMIC HT  -        1013.273 (meters)    3324.38  (feet)  COMP
 DU1259  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DU1259
 DU1259  HORZ ORDER  -  B
 DU1259  VERT ORDER  -  FIRST     CLASS II
 DU1259  ELLP ORDER  -  FOURTH    CLASS II
 DU1259
 DU1259.The horizontal coordinates were established by GPS observations
 DU1259.and adjusted by the National Geodetic Survey in August 2005..
 DU1259
 DU1259.The orthometric height was determined by differential leveling
 DU1259.and adjusted by the National Geodetic Survey in June 1991..
 DU1259
 DU1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1259
 DU1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1259
 DU1259.The ellipsoidal height was determined by GPS observations
 DU1259.and is referenced to NAD 83.
 DU1259
 DU1259.The geoid height was determined by GEOID03.
 DU1259
 DU1259.The dynamic height is computed by dividing the NAVD 88
 DU1259.geopotential number by the normal gravity value computed on the
 DU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1259.degrees latitude (g = 980.6199 gals.).
 DU1259
 DU1259.The modeled gravity was interpolated from observed gravity values.
 DU1259
 DU1259;                    North         East     Units Scale Factor Converg.
 DU1259;SPC AZ E     -   268,364.668   152,007.539   MT  0.99994639   -0 21 48.0
 DU1259;SPC AZ E     -   880,461.51    498,712.40   iFT  0.99994639   -0 21 48.0
 DU1259;UTM  12      - 3,697,705.083   516,143.365   MT  0.99960321   +0 05 44.3
 DU1259
 DU1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1259!SPC AZ E     -   0.99984503  x   0.99994639  =   0.99979143
 DU1259!UTM  12      -   0.99984503  x   0.99960321  =   0.99944830
 DU1259
 DU1259                          SUPERSEDED SURVEY CONTROL
 DU1259
 DU1259  NAVD 88 (08/22/05) 1014.64   (m)         3328.9    (f) LEVELING    3  
 DU1259
 DU1259.Superseded values are not recommended for survey control.
 DU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1259.See file dsdata.txt to determine how the superseded data were derived.
 DU1259
 DU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1614397705(NAD 83)
 DU1259_MARKER: I = METAL ROD
 DU1259_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1259_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1259_STAMPING: D 404 1979
 DU1259_MARK LOGO: NGS   
 DU1259_PROJECTION: FLUSH
 DU1259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1259+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1259_ROD/PIPE-DEPTH: 10.4 meters
 DU1259_SLEEVE-DEPTH  : 8.84 meters
 DU1259
 DU1259  HISTORY     - Date     Condition        Report By
 DU1259  HISTORY     - 1979     MONUMENTED       NGS
 DU1259  HISTORY     - 19950726 GOOD             USPSQD
 DU1259  HISTORY     - 20040401 GOOD             AZ-007
 DU1259  HISTORY     - 20060922 GOOD             GEOCAC
 DU1259
 DU1259                          STATION DESCRIPTION
 DU1259
 DU1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1259'4.8 MI NW FROM GLOBE.
 DU1259'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1259'COURTHOUSE IN GLOBE, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY
 DU1259'88 (APACHE TRAIL), 86.5 FEET WEST OF THE CENTERLINE OF THE
 DU1259'HIGHWAY, 65.6 FEET SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 DU1259'WEST INTO THE COBRE VALLEY COUNTRY GOLF CLUB, 50.5 FEET EAST OF A
 DU1259'FENCE, ACCESS IS THROUGH A 5-INCH LOGO CAP.
 DU1259'THE MARK IS 11.7 FT  W FROM A WITNESS POST.
 DU1259'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1259
 DU1259                          STATION RECOVERY (1995)
 DU1259
 DU1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1259'RECOVERED IN GOOD CONDITION.
 DU1259
 DU1259                          STATION RECOVERY (2004)
 DU1259
 DU1259'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1259'RECOVERED IN GOOD CONDITION.
 DU1259
 DU1259                          STATION RECOVERY (2006)
 DU1259
 DU1259'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0204 ***********************************************************************
 GP0204  DESIGNATION -  D 404
 GP0204  PID         -  GP0204
 GP0204  STATE/COUNTY-  AZ/COCONINO
 GP0204  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0204
 GP0204                         *CURRENT SURVEY CONTROL
 GP0204  ___________________________________________________________________
 GP0204* NAD 83(1986)-  36 39 32.     (N)    111 39 03.     (W)     SCALED    
 GP0204* NAVD 88     -      1513.534  (meters)    4965.65   (feet)  POSTED    
 GP0204  ___________________________________________________________________
 GP0204  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0204  DYNAMIC HT  -        1511.700 (meters)    4959.64  (feet)  COMP
 GP0204  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 GP0204
 GP0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0204
 GP0204.The horizontal coordinates were scaled from a topographic map and have
 GP0204.an estimated accuracy of +/- 6 seconds.
 GP0204
 GP0204.The orthometric height was determined by differential leveling
 GP0204.and adjusted by the National Geodetic Survey in 1992..
 GP0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0204.rate of 1.1 thru 2.0 mm/km.
 GP0204
 GP0204.The geoid height was determined by GEOID03.
 GP0204
 GP0204.The dynamic height is computed by dividing the NAVD 88
 GP0204.geopotential number by the normal gravity value computed on the
 GP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0204.degrees latitude (g = 980.6199 gals.).
 GP0204
 GP0204.The modeled gravity was interpolated from observed gravity values.
 GP0204
 GP0204;                    North         East    Units  Estimated Accuracy
 GP0204;SPC AZ C     -   627,650.      237,130.      MT  (+/- 180 meters Scaled)
 GP0204
 GP0204                          SUPERSEDED SURVEY CONTROL
 GP0204
 GP0204  NGVD 29 (??/??/92) 1512.55   (m)         4962.4    (f) COMPUTED    1 2
 GP0204
 GP0204.Superseded values are not recommended for survey control.
 GP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0204.See file dsdata.txt to determine how the superseded data were derived.
 GP0204
 GP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF418572(NAD 83)
 GP0204_MARKER: DB = BENCH MARK DISK
 GP0204_SETTING: 66 = SET IN ROCK OUTCROP
 GP0204_SP_SET: ROCK LEDGE
 GP0204_STAMPING: D 404 1962
 GP0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0204+STABILITY: POSITION/ELEVATION WELL
 GP0204
 GP0204  HISTORY     - Date     Condition        Report By
 GP0204  HISTORY     - 1962     MONUMENTED       CGS
 GP0204  HISTORY     - 1978     GOOD             USGS
 GP0204  HISTORY     - 19931203 GOOD             USPSQD
 GP0204
 GP0204                          STATION DESCRIPTION
 GP0204
 GP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0204'1.6 MI N FROM BITTER SPRINGS.
 GP0204'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0204'STATION AT BITTER SPRINGS, AT THE NORTH RIM OF A SMALL GORGE, 173 FEET
 GP0204'WEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET NORTH OF THE CENTERLINE
 GP0204'OF A TRAIL ROAD IN THE BOTTOM OF THE GORGE, 70 FEET SOUTH OF AN OLD
 GP0204'CONCRETE HIGHWAY MARKER NUMBERED 3106-90, ABOUT 2 1/2 FEET ABOVE THE
 GP0204'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK LEDGE ON THE NORTH
 GP0204'RIM OF THE GORGE.
 GP0204
 GP0204                          STATION RECOVERY (1978)
 GP0204
 GP0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0204'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 1.8 MILE N.
 GP0204'OF ALONG ALT HWY 89. CHEVRON SERVICE STATION HAS BEEN REMOVED.
 GP0204'REMAINDER OF DESCRIPTION IS ADEQUATE.
 GP0204
 GP0204                          STATION RECOVERY (1993)
 GP0204
 GP0204'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1181 ***********************************************************************
 DU1181  DESIGNATION -  D 405
 DU1181  PID         -  DU1181
 DU1181  STATE/COUNTY-  AZ/GILA
 DU1181  USGS QUAD   -  CHROME BUTTE (1966)
 DU1181
 DU1181                         *CURRENT SURVEY CONTROL
 DU1181  ___________________________________________________________________
 DU1181* NAD 83(1986)-  33 33 21.     (N)    110 40 51.     (W)     SCALED    
 DU1181* NAVD 88     -      1387.161  (meters)    4551.04   (feet)  ADJUSTED  
 DU1181  ___________________________________________________________________
 DU1181  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DU1181  DYNAMIC HT  -        1385.229 (meters)    4544.71  (feet)  COMP
 DU1181  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 DU1181
 DU1181  VERT ORDER  -  FIRST     CLASS II
 DU1181
 DU1181.The horizontal coordinates were scaled from a topographic map and have
 DU1181.an estimated accuracy of +/- 6 seconds.
 DU1181
 DU1181.The orthometric height was determined by differential leveling
 DU1181.and adjusted by the National Geodetic Survey in June 1991..
 DU1181
 DU1181.The geoid height was determined by GEOID03.
 DU1181
 DU1181.The dynamic height is computed by dividing the NAVD 88
 DU1181.geopotential number by the normal gravity value computed on the
 DU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1181.degrees latitude (g = 980.6199 gals.).
 DU1181
 DU1181.The modeled gravity was interpolated from observed gravity values.
 DU1181
 DU1181;                    North         East    Units  Estimated Accuracy
 DU1181;SPC AZ E     -   283,510.      165,620.      MT  (+/- 180 meters Scaled)
 DU1181
 DU1181                          SUPERSEDED SURVEY CONTROL
 DU1181
 DU1181.No superseded survey control is available for this station.
 DU1181
 DU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC296129(NAD 83)
 DU1181_MARKER: DB = BENCH MARK DISK
 DU1181_SETTING: 66 = SET IN ROCK OUTCROP
 DU1181_SP_SET: ROCK OUTCROP
 DU1181_STAMPING: D 405 1979
 DU1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1181+STABILITY: POSITION/ELEVATION WELL
 DU1181
 DU1181  HISTORY     - Date     Condition        Report By
 DU1181  HISTORY     - 1979     MONUMENTED       NGS
 DU1181
 DU1181                          STATION DESCRIPTION
 DU1181
 DU1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1181'13.9 MI NE FROM GLOBE.
 DU1181'13.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1181'COURTHOUSE IN GLOBE, 125.5 FEET NORTH OF MILE POST NUMBER 265 AND
 DU1181'36.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1181'THE MARK IS 4 FT  W FROM A WITNESS POST.
 DU1181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0278 ***********************************************************************
 GP0278  DESIGNATION -  D 405
 GP0278  PID         -  GP0278
 GP0278  STATE/COUNTY-  AZ/COCONINO
 GP0278  USGS QUAD   -  FERRY SWALE (1985)
 GP0278
 GP0278                         *CURRENT SURVEY CONTROL
 GP0278  ___________________________________________________________________
 GP0278* NAD 83(1986)-  36 57 52.     (N)    111 30 37.     (W)     SCALED    
 GP0278* NAVD 88     -      1251.675  (meters)    4106.54   (feet)  ADJUSTED  
 GP0278  ___________________________________________________________________
 GP0278  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0278  DYNAMIC HT  -        1250.253 (meters)    4101.87  (feet)  COMP
 GP0278  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 GP0278
 GP0278  VERT ORDER  -  FIRST     CLASS II
 GP0278
 GP0278.The horizontal coordinates were scaled from a topographic map and have
 GP0278.an estimated accuracy of +/- 6 seconds.
 GP0278
 GP0278.The orthometric height was determined by differential leveling
 GP0278.and adjusted by the National Geodetic Survey in June 1991..
 GP0278
 GP0278.The geoid height was determined by GEOID03.
 GP0278
 GP0278.The dynamic height is computed by dividing the NAVD 88
 GP0278.geopotential number by the normal gravity value computed on the
 GP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0278.degrees latitude (g = 980.6199 gals.).
 GP0278
 GP0278.The modeled gravity was interpolated from observed gravity values.
 GP0278
 GP0278;                    North         East    Units  Estimated Accuracy
 GP0278;SPC AZ C     -   661,600.      249,550.      MT  (+/- 180 meters Scaled)
 GP0278
 GP0278                          SUPERSEDED SURVEY CONTROL
 GP0278
 GP0278  NGVD 29 (??/??/92) 1250.765  (m)         4103.55   (f) ADJ UNCH    1 2
 GP0278
 GP0278.Superseded values are not recommended for survey control.
 GP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0278.See file dsdata.txt to determine how the superseded data were derived.
 GP0278
 GP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF545910(NAD 83)
 GP0278_MARKER: DB = BENCH MARK DISK
 GP0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0278_SP_SET: CATTLE GUARD
 GP0278_STAMPING: D 405 1962
 GP0278_MARK LOGO: CGS   
 GP0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0278
 GP0278  HISTORY     - Date     Condition        Report By
 GP0278  HISTORY     - 1962     MONUMENTED       CGS
 GP0278  HISTORY     - 1983     GOOD             NGS
 GP0278
 GP0278                          STATION DESCRIPTION
 GP0278
 GP0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0278'2.85 MI NW FROM PAGE.
 GP0278'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0278'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.6 MILE NORTHWEST OF
 GP0278'MILEPOST NUMBER 552, AT A CONCRETE AND METAL CATTLE GUARD OVER A
 GP0278'GRAVEL ROAD WHICH LEADS NORTHEAST, 100 FEET NORTHEAST OF THE
 GP0278'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GP0278'CATTLE GUARD, ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 1
 GP0278'FOOT ABOVE THE METAL PORTION OF THE CATTLE GUARD, AND SET IN THE TOP
 GP0278'AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0278
 GP0278                          STATION RECOVERY (1983)
 GP0278
 GP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1233 ***********************************************************************
 DU1233  DESIGNATION -  D 406
 DU1233  PID         -  DU1233
 DU1233  STATE/COUNTY-  AZ/GILA
 DU1233  USGS QUAD   -  CEDAR CREEK (1978)
 DU1233
 DU1233                         *CURRENT SURVEY CONTROL
 DU1233  ___________________________________________________________________
 DU1233* NAD 83(1986)-  33 56 03.     (N)    110 12 13.     (W)     SCALED    
 DU1233* NAVD 88     -      1641.042  (meters)    5383.99   (feet)  ADJUSTED  
 DU1233  ___________________________________________________________________
 DU1233  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DU1233  DYNAMIC HT  -        1638.689 (meters)    5376.27  (feet)  COMP
 DU1233  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 DU1233
 DU1233  VERT ORDER  -  FIRST     CLASS II
 DU1233
 DU1233.The horizontal coordinates were scaled from a topographic map and have
 DU1233.an estimated accuracy of +/- 6 seconds.
 DU1233
 DU1233.The orthometric height was determined by differential leveling
 DU1233.and adjusted by the National Geodetic Survey in June 1991..
 DU1233
 DU1233.The geoid height was determined by GEOID03.
 DU1233
 DU1233.The dynamic height is computed by dividing the NAVD 88
 DU1233.geopotential number by the normal gravity value computed on the
 DU1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1233.degrees latitude (g = 980.6199 gals.).
 DU1233
 DU1233.The modeled gravity was interpolated from observed gravity values.
 DU1233
 DU1233;                    North         East    Units  Estimated Accuracy
 DU1233;SPC AZ E     -   325,350.      209,950.      MT  (+/- 180 meters Scaled)
 DU1233
 DU1233                          SUPERSEDED SURVEY CONTROL
 DU1233
 DU1233.No superseded survey control is available for this station.
 DU1233
 DU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC736551(NAD 83)
 DU1233_MARKER: DB = BENCH MARK DISK
 DU1233_SETTING: 66 = SET IN ROCK OUTCROP
 DU1233_SP_SET: ROCK OUTCROP
 DU1233_STAMPING: D 406 1979
 DU1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1233+STABILITY: POSITION/ELEVATION WELL
 DU1233
 DU1233  HISTORY     - Date     Condition        Report By
 DU1233  HISTORY     - 1979     MONUMENTED       NGS
 DU1233
 DU1233                          STATION DESCRIPTION
 DU1233
 DU1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1233'13.5 MI NW FROM WHITERIVER.
 DU1233'13.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1233'HEADQUARTERS IN WHITERIVER, 87 FEET WEST OF THE NORTH END OF A
 DU1233'PIPE CULVERT AND 20.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1233'THE MARK IS 0.2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1218 ***********************************************************************
 DU1218  DESIGNATION -  D 407
 DU1218  PID         -  DU1218
 DU1218  STATE/COUNTY-  AZ/GILA
 DU1218  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1218
 DU1218                         *CURRENT SURVEY CONTROL
 DU1218  ___________________________________________________________________
 DU1218* NAD 83(1986)-  33 49 54.     (N)    110 27 12.     (W)     SCALED    
 DU1218* NAVD 88     -      1486.506  (meters)    4876.98   (feet)  ADJUSTED  
 DU1218  ___________________________________________________________________
 DU1218  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DU1218  DYNAMIC HT  -        1484.408 (meters)    4870.10  (feet)  COMP
 DU1218  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 DU1218
 DU1218  VERT ORDER  -  FIRST     CLASS II
 DU1218
 DU1218.The horizontal coordinates were scaled from a topographic map and have
 DU1218.an estimated accuracy of +/- 6 seconds.
 DU1218
 DU1218.The orthometric height was determined by differential leveling
 DU1218.and adjusted by the National Geodetic Survey in June 1991..
 DU1218
 DU1218.The geoid height was determined by GEOID03.
 DU1218
 DU1218.The dynamic height is computed by dividing the NAVD 88
 DU1218.geopotential number by the normal gravity value computed on the
 DU1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1218.degrees latitude (g = 980.6199 gals.).
 DU1218
 DU1218.The modeled gravity was interpolated from observed gravity values.
 DU1218
 DU1218;                    North         East    Units  Estimated Accuracy
 DU1218;SPC AZ E     -   314,020.      186,830.      MT  (+/- 180 meters Scaled)
 DU1218
 DU1218                          SUPERSEDED SURVEY CONTROL
 DU1218
 DU1218.No superseded survey control is available for this station.
 DU1218
 DU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC505436(NAD 83)
 DU1218_MARKER: DB = BENCH MARK DISK
 DU1218_SETTING: 66 = SET IN ROCK OUTCROP
 DU1218_SP_SET: ROCK OUTCROP
 DU1218_STAMPING: D 407 1979
 DU1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1218+STABILITY: POSITION/ELEVATION WELL
 DU1218
 DU1218  HISTORY     - Date     Condition        Report By
 DU1218  HISTORY     - 1979     MONUMENTED       NGS
 DU1218  HISTORY     - 19960918 GOOD             USPSQD
 DU1218
 DU1218                          STATION DESCRIPTION
 DU1218
 DU1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1218'43.6 MI NE FROM GLOBE.
 DU1218'5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1218'IN SALT RIVER CANYON, 140 FEET NORTH OF THE NORTHEAST END OF A
 DU1218'GUARD RAIL AND 36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1218'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU1218'COUNTY COURTHOUSE IN GLOBE.
 DU1218'THE MARK IS 3.6 FT  NNE FROM A WITNESS POST.
 DU1218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1218
 DU1218                          STATION RECOVERY (1996)
 DU1218
 DU1218'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0324 ***********************************************************************
 ER0324  DESIGNATION -  D 408
 ER0324  PID         -  ER0324
 ER0324  STATE/COUNTY-  AZ/NAVAJO
 ER0324  USGS QUAD   -  INDIAN PINE (1977)
 ER0324
 ER0324                         *CURRENT SURVEY CONTROL
 ER0324  ___________________________________________________________________
 ER0324* NAD 83(1986)-  34 01 22.     (N)    109 54 15.     (W)     SCALED    
 ER0324* NAVD 88     -      1968.388  (meters)    6457.95   (feet)  ADJUSTED  
 ER0324  ___________________________________________________________________
 ER0324  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0324  DYNAMIC HT  -        1965.382 (meters)    6448.09  (feet)  COMP
 ER0324  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 ER0324
 ER0324  VERT ORDER  -  FIRST     CLASS II
 ER0324
 ER0324.The horizontal coordinates were scaled from a topographic map and have
 ER0324.an estimated accuracy of +/- 6 seconds.
 ER0324
 ER0324.The orthometric height was determined by differential leveling
 ER0324.and adjusted by the National Geodetic Survey in June 1991..
 ER0324
 ER0324.The geoid height was determined by GEOID03.
 ER0324
 ER0324.The dynamic height is computed by dividing the NAVD 88
 ER0324.geopotential number by the normal gravity value computed on the
 ER0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0324.degrees latitude (g = 980.6199 gals.).
 ER0324
 ER0324.The modeled gravity was interpolated from observed gravity values.
 ER0324
 ER0324;                    North         East    Units  Estimated Accuracy
 ER0324;SPC AZ E     -   335,210.      237,600.      MT  (+/- 180 meters Scaled)
 ER0324
 ER0324                          SUPERSEDED SURVEY CONTROL
 ER0324
 ER0324.No superseded survey control is available for this station.
 ER0324
 ER0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC011652(NAD 83)
 ER0324_MARKER: DB = BENCH MARK DISK
 ER0324_SETTING: 66 = SET IN ROCK OUTCROP
 ER0324_SP_SET: ROCK OUTCROP
 ER0324_STAMPING: D 408 1979
 ER0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0324+STABILITY: POSITION/ELEVATION WELL
 ER0324
 ER0324  HISTORY     - Date     Condition        Report By
 ER0324  HISTORY     - 1979     MONUMENTED       NGS
 ER0324
 ER0324                          STATION DESCRIPTION
 ER0324
 ER0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0324'7.9 MI SW FROM MCNARY.
 ER0324'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0324'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 4.6 MILES
 ER0324'SOUTH ALONG STATE HIGHWAY 73, 0.05 MILE SOUTH OF HIGHWAY MILE MARKER
 ER0324'354, 214 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 157.7 FEET
 ER0324'NORTHEAST OF A BARBED WIRE FENCE AND 15 FEET SOUTHWEST OF THE
 ER0324'SOUTHWEST EDGE OF BLACK CANYON.
 ER0324'THE MARK IS 9 FT  N FROM A WITNESS POST.
 ER0324'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0465 ***********************************************************************
 DT0465  DESIGNATION -  D 409
 DT0465  PID         -  DT0465
 DT0465  STATE/COUNTY-  AZ/APACHE
 DT0465  USGS QUAD   -  NUTRIOSO (1991)
 DT0465
 DT0465                         *CURRENT SURVEY CONTROL
 DT0465  ___________________________________________________________________
 DT0465* NAD 83(1986)-  33 55 30.     (N)    109 11 06.     (W)     SCALED    
 DT0465* NAVD 88     -      2436.185  (meters)    7992.72   (feet)  ADJUSTED  
 DT0465  ___________________________________________________________________
 DT0465  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0465  DYNAMIC HT  -        2432.204 (meters)    7979.66  (feet)  COMP
 DT0465  MODELED GRAV-     978,914.0   (mgal)                       NAVD 88
 DT0465
 DT0465  VERT ORDER  -  FIRST     CLASS II
 DT0465
 DT0465.The horizontal coordinates were scaled from a topographic map and have
 DT0465.an estimated accuracy of +/- 6 seconds.
 DT0465
 DT0465.The orthometric height was determined by differential leveling
 DT0465.and adjusted by the National Geodetic Survey in June 1991..
 DT0465
 DT0465.The geoid height was determined by GEOID03.
 DT0465
 DT0465.The dynamic height is computed by dividing the NAVD 88
 DT0465.geopotential number by the normal gravity value computed on the
 DT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0465.degrees latitude (g = 980.6199 gals.).
 DT0465
 DT0465.The modeled gravity was interpolated from observed gravity values.
 DT0465
 DT0465;                    North         East    Units  Estimated Accuracy
 DT0465;SPC AZ E     -   324,770.      304,120.      MT  (+/- 180 meters Scaled)
 DT0465
 DT0465                          SUPERSEDED SURVEY CONTROL
 DT0465
 DT0465.No superseded survey control is available for this station.
 DT0465
 DT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC677553(NAD 83)
 DT0465_MARKER: I = METAL ROD
 DT0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0465+WITH SETTING: INFORMATION.
 DT0465_SP_SET: SHALLOW SET METAL ROD
 DT0465_STAMPING: D 409 1980
 DT0465_PROJECTION: FLUSH
 DT0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0465+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0465_ROD/PIPE-DEPTH: 1.8  meters
 DT0465
 DT0465  HISTORY     - Date     Condition        Report By
 DT0465  HISTORY     - 1980     MONUMENTED       NGS
 DT0465  HISTORY     - 20050729 GOOD             USPSQD
 DT0465
 DT0465                          STATION DESCRIPTION
 DT0465
 DT0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0465'3.9 KM SE FROM NUTRIOSO.
 DT0465'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0465'POST 419, 36.4 METERS (119.4 FT) WEST AND ACROSS THE HIGHWAY FROM A
 DT0465'GUARDRAIL, 29.8 METERS (97.8 FT) WEST OF THE CENTERLINE OF THE
 DT0465'HIGHWAY, 10.4 METERS (34.1 FT) WEST OF TELEPHONE POLE NUMBER 1 168,
 DT0465'AND 0.6 METERS (1.9 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0465'1.8 METERS (6.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 DT0465'INCH LOGO CAP.
 DT0465'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0465'THE MARK IS 5.5 M ABOVE THE HIGHWAY.
 DT0465
 DT0465                          STATION RECOVERY (2005)
 DT0465
 DT0465'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0209 ***********************************************************************
 DT0209  DESIGNATION -  D 41
 DT0209  PID         -  DT0209
 DT0209  STATE/COUNTY-  AZ/APACHE
 DT0209  USGS QUAD   -  ALPINE (1991)
 DT0209
 DT0209                         *CURRENT SURVEY CONTROL
 DT0209  ___________________________________________________________________
 DT0209* NAD 83(1986)-  33 50 46.     (N)    109 08 26.     (W)     SCALED    
 DT0209* NAVD 88     -      2445.930  (meters)    8024.69   (feet)  ADJUSTED  
 DT0209  ___________________________________________________________________
 DT0209  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0209  DYNAMIC HT  -        2441.928 (meters)    8011.56  (feet)  COMP
 DT0209  MODELED GRAV-     978,911.5   (mgal)                       NAVD 88
 DT0209
 DT0209  VERT ORDER  -  FIRST     CLASS II
 DT0209
 DT0209.The horizontal coordinates were scaled from a topographic map and have
 DT0209.an estimated accuracy of +/- 6 seconds.
 DT0209
 DT0209.The orthometric height was determined by differential leveling
 DT0209.and adjusted by the National Geodetic Survey in June 1991..
 DT0209
 DT0209.The geoid height was determined by GEOID03.
 DT0209
 DT0209.The dynamic height is computed by dividing the NAVD 88
 DT0209.geopotential number by the normal gravity value computed on the
 DT0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0209.degrees latitude (g = 980.6199 gals.).
 DT0209
 DT0209.The modeled gravity was interpolated from observed gravity values.
 DT0209
 DT0209;                    North         East    Units  Estimated Accuracy
 DT0209;SPC AZ E     -   316,060.      308,320.      MT  (+/- 180 meters Scaled)
 DT0209
 DT0209                          SUPERSEDED SURVEY CONTROL
 DT0209
 DT0209  NGVD 29 (??/??/92) 2444.857  (m)         8021.17   (f) ADJ UNCH    1 2
 DT0209
 DT0209.Superseded values are not recommended for survey control.
 DT0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0209.See file dsdata.txt to determine how the superseded data were derived.
 DT0209
 DT0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC720466(NAD 83)
 DT0209_MARKER: DB = BENCH MARK DISK
 DT0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0209_STAMPING: D 41 1934
 DT0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0209+STABILITY: SURFACE MOTION
 DT0209
 DT0209  HISTORY     - Date     Condition        Report By
 DT0209  HISTORY     - 1934     MONUMENTED       CGS
 DT0209  HISTORY     - 1935     GOOD             NGS
 DT0209  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0209
 DT0209                          STATION DESCRIPTION
 DT0209
 DT0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0209'0.2 MI S FROM ALPINE.
 DT0209'AT ALPINE, APACHE COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF U.S.
 DT0209'HIGHWAY 260 AND 666, IN THE TRIANGLE AT THE OLD JUNCTION OF THE
 DT0209'HIGHWAYS, 800 FEET SOUTH OF THE SCHOOLHOUSE, 60 FEET SOUTH OF U.S.
 DT0209'HIGHWAY 666, AND 24 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 260. A
 DT0209'STANDARD DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE
 DT0209'POST.
 DT0209
 DT0209                          STATION RECOVERY (1980)
 DT0209
 DT0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0209'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0339 ***********************************************************************
 ER0339  DESIGNATION -  D 410
 ER0339  PID         -  ER0339
 ER0339  STATE/COUNTY-  AZ/APACHE
 ER0339  USGS QUAD   -  MC NARY (1985)
 ER0339
 ER0339                         *CURRENT SURVEY CONTROL
 ER0339  ___________________________________________________________________
 ER0339* NAD 83(1986)-  34 04 45.     (N)    109 48 46.     (W)     SCALED    
 ER0339* NAVD 88     -      2287.600  (meters)    7505.23   (feet)  ADJUSTED  
 ER0339  ___________________________________________________________________
 ER0339  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0339  DYNAMIC HT  -        2284.015 (meters)    7493.47  (feet)  COMP
 ER0339  MODELED GRAV-     978,986.0   (mgal)                       NAVD 88
 ER0339
 ER0339  VERT ORDER  -  FIRST     CLASS II
 ER0339
 ER0339.The horizontal coordinates were scaled from a topographic map and have
 ER0339.an estimated accuracy of +/- 6 seconds.
 ER0339
 ER0339.The orthometric height was determined by differential leveling
 ER0339.and adjusted by the National Geodetic Survey in June 1991..
 ER0339
 ER0339.The geoid height was determined by GEOID03.
 ER0339
 ER0339.The dynamic height is computed by dividing the NAVD 88
 ER0339.geopotential number by the normal gravity value computed on the
 ER0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0339.degrees latitude (g = 980.6199 gals.).
 ER0339
 ER0339.The modeled gravity was interpolated from observed gravity values.
 ER0339
 ER0339;                    North         East    Units  Estimated Accuracy
 ER0339;SPC AZ E     -   341,490.      246,020.      MT  (+/- 180 meters Scaled)
 ER0339
 ER0339                          SUPERSEDED SURVEY CONTROL
 ER0339
 ER0339.No superseded survey control is available for this station.
 ER0339
 ER0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC095715(NAD 83)
 ER0339_MARKER: DB = BENCH MARK DISK
 ER0339_SETTING: 66 = SET IN ROCK OUTCROP
 ER0339_SP_SET: ROCK OUTCROP
 ER0339_STAMPING: D 410 1980
 ER0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0339+STABILITY: POSITION/ELEVATION WELL
 ER0339
 ER0339  HISTORY     - Date     Condition        Report By
 ER0339  HISTORY     - 1980     MONUMENTED       NGS
 ER0339  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0339
 ER0339                          STATION DESCRIPTION
 ER0339
 ER0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0339'4.3 KM EAST FROM MCNARY.
 ER0339'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0339'OFFICE IN MCNARY, THENCE 4.2 KM (2.6 MI) EAST ALONG STATE
 ER0339'HIGHWAY 260, 0.3 KM (0.2 MI) EAST OF MILE POST 363 AND IN THE
 ER0339'TOP OF ROCK OUTCROP IN THE CENTER OF A CUT BANK.
 ER0339'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 ER0339'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ER0339
 ER0339                          STATION RECOVERY (2005)
 ER0339
 ER0339'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0339'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0363 ***********************************************************************
 ER0363  DESIGNATION -  D 411
 ER0363  PID         -  ER0363
 ER0363  STATE/COUNTY-  AZ/APACHE
 ER0363  USGS QUAD   -  GREER (1969)
 ER0363
 ER0363                         *CURRENT SURVEY CONTROL
 ER0363  ___________________________________________________________________
 ER0363* NAD 83(1986)-  34 04 40.     (N)    109 27 23.     (W)     SCALED    
 ER0363* NAVD 88     -      2488.205  (meters)    8163.39   (feet)  ADJUSTED  
 ER0363  ___________________________________________________________________
 ER0363  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0363  DYNAMIC HT  -        2484.199 (meters)    8150.24  (feet)  COMP
 ER0363  MODELED GRAV-     978,935.9   (mgal)                       NAVD 88
 ER0363
 ER0363  VERT ORDER  -  FIRST     CLASS II
 ER0363
 ER0363.The horizontal coordinates were scaled from a topographic map and have
 ER0363.an estimated accuracy of +/- 6 seconds.
 ER0363
 ER0363.The orthometric height was determined by differential leveling
 ER0363.and adjusted by the National Geodetic Survey in June 1991..
 ER0363
 ER0363.The geoid height was determined by GEOID03.
 ER0363
 ER0363.The dynamic height is computed by dividing the NAVD 88
 ER0363.geopotential number by the normal gravity value computed on the
 ER0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0363.degrees latitude (g = 980.6199 gals.).
 ER0363
 ER0363.The modeled gravity was interpolated from observed gravity values.
 ER0363
 ER0363;                    North         East    Units  Estimated Accuracy
 ER0363;SPC AZ E     -   341,510.      278,910.      MT  (+/- 180 meters Scaled)
 ER0363
 ER0363                          SUPERSEDED SURVEY CONTROL
 ER0363
 ER0363.No superseded survey control is available for this station.
 ER0363
 ER0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC424718(NAD 83)
 ER0363_MARKER: DB = BENCH MARK DISK
 ER0363_SETTING: 66 = SET IN ROCK OUTCROP
 ER0363_SP_SET: ROCK OUTCROP
 ER0363_STAMPING: D 411 1980
 ER0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0363+STABILITY: POSITION/ELEVATION WELL
 ER0363
 ER0363  HISTORY     - Date     Condition        Report By
 ER0363  HISTORY     - 1980     MONUMENTED       NGS
 ER0363
 ER0363                          STATION DESCRIPTION
 ER0363
 ER0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0363'16.3 KM WEST FROM EAGAR.
 ER0363'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0363'OFFICE IN EAGAR, THENCE 16.1 KM (10.0 MI) WEST ALONG STATE
 ER0363'HIGHWAY 260, 1.0 KM (0.6 MI) EAST OF THE JUNCTION OF STATE
 ER0363'HIGHWAY 373, IN ROCK OUTCROP AT A DIRT ROAD LEADING SOUTHWEST, 23.6
 ER0363'METERS (77.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 12.4
 ER0363'METERS (40.6 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD.
 ER0363'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 ER0363'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1006 ***********************************************************************
 DV1006  DESIGNATION -  D 413 33
 DV1006  PID         -  DV1006
 DV1006  STATE/COUNTY-  AZ/LA PAZ
 DV1006  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1006
 DV1006                         *CURRENT SURVEY CONTROL
 DV1006  ___________________________________________________________________
 DV1006* NAD 83(1986)-  33 35 04.     (N)    113 27 22.     (W)     SCALED    
 DV1006* NAVD 88     -       431.86   (+/-2cm)    1416.9    (feet)  VERTCON   
 DV1006  ___________________________________________________________________
 DV1006  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DV1006
 DV1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1006
 DV1006.The horizontal coordinates were scaled from a topographic map and have
 DV1006.an estimated accuracy of +/- 6 seconds.
 DV1006
 DV1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1006.The vertical order pertains to the NGVD 29 superseded value.
 DV1006
 DV1006.The geoid height was determined by GEOID03.
 DV1006
 DV1006;                    North         East    Units  Estimated Accuracy
 DV1006;SPC AZ W     -   286,610.      240,640.      MT  (+/- 180 meters Scaled)
 DV1006
 DV1006                          SUPERSEDED SURVEY CONTROL
 DV1006
 DV1006  NGVD 29 (??/??/92)  431.180  (m)         1414.63   (f) ADJ UNCH    2 0
 DV1006
 DV1006.Superseded values are not recommended for survey control.
 DV1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1006.See file dsdata.txt to determine how the superseded data were derived.
 DV1006
 DV1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC720187(NAD 83)
 DV1006_MARKER: DB = BENCH MARK DISK
 DV1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1006_STAMPING: D 413 33 1962
 DV1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1006+STABILITY: SURFACE MOTION
 DV1006
 DV1006  HISTORY     - Date     Condition        Report By
 DV1006  HISTORY     - 1962     MONUMENTED       CGS
 DV1006
 DV1006                          STATION DESCRIPTION
 DV1006
 DV1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1006'21.4 MI SE FROM SALOME.
 DV1006'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1006'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1006'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1006'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1006'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1006'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1006'THENCE 4.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1006'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9 FEET
 DV1006'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1006'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0997 ***********************************************************************
 DU0997  DESIGNATION -  D 414
 DU0997  PID         -  DU0997
 DU0997  STATE/COUNTY-  AZ/MARICOPA
 DU0997  USGS QUAD   -  GUADALUPE (1982)
 DU0997
 DU0997                         *CURRENT SURVEY CONTROL
 DU0997  ___________________________________________________________________
 DU0997* NAD 83(1986)-  33 15 46.     (N)    111 57 14.     (W)     SCALED    
 DU0997* NAVD 88     -       351.51   (+/-2cm)    1153.2    (feet)  VERTCON   
 DU0997  ___________________________________________________________________
 DU0997  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0997
 DU0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0997
 DU0997.The horizontal coordinates were scaled from a topographic map and have
 DU0997.an estimated accuracy of +/- 6 seconds.
 DU0997
 DU0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0997.The vertical order pertains to the NGVD 29 superseded value.
 DU0997
 DU0997.The geoid height was determined by GEOID03.
 DU0997
 DU0997;                    North         East    Units  Estimated Accuracy
 DU0997;SPC AZ C     -   250,890.      209,890.      MT  (+/- 180 meters Scaled)
 DU0997
 DU0997                          SUPERSEDED SURVEY CONTROL
 DU0997
 DU0997  NGVD 29 (??/??/92)  350.970  (m)         1151.47   (f) ADJ UNCH    2 0
 DU0997
 DU0997.Superseded values are not recommended for survey control.
 DU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0997.See file dsdata.txt to determine how the superseded data were derived.
 DU0997
 DU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111808(NAD 83)
 DU0997_MARKER: DB = BENCH MARK DISK
 DU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0997_STAMPING: D 414 1962
 DU0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0997+STABILITY: SURFACE MOTION
 DU0997
 DU0997  HISTORY     - Date     Condition        Report By
 DU0997  HISTORY     - 1962     MONUMENTED       CGS
 DU0997
 DU0997                          STATION DESCRIPTION
 DU0997
 DU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0997'10.4 MI SW FROM CHANDLER.
 DU0997'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0997'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0997'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 1.5 MILES
 DU0997'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU0997'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 6 FEET NORTHEAST OF THE CENTER
 DU0997'OF THE TRACK ROAD, 84 FEET SOUTHEAST OF AN ARIZONA HIGHWAY DEPARTMENT
 DU0997'MARK WITH NO STAMPING, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 DU0997'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST
 DU0997'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0998 ***********************************************************************
 DU0998  DESIGNATION -  D 414 RESET
 DU0998  PID         -  DU0998
 DU0998  STATE/COUNTY-  AZ/MARICOPA
 DU0998  USGS QUAD   -  GUADALUPE (1982)
 DU0998
 DU0998                         *CURRENT SURVEY CONTROL
 DU0998  ___________________________________________________________________
 DU0998* NAD 83(1986)-  33 15 46.     (N)    111 57 14.     (W)     SCALED    
 DU0998* NAVD 88     -       351.45   (+/-2cm)    1153.0    (feet)  VERTCON   
 DU0998  ___________________________________________________________________
 DU0998  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0998
 DU0998  VERT ORDER  -  THIRD (See Below)
 DU0998
 DU0998.The horizontal coordinates were scaled from a topographic map and have
 DU0998.an estimated accuracy of +/- 6 seconds.
 DU0998
 DU0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0998.The vertical order pertains to the NGVD 29 superseded value.
 DU0998
 DU0998.The geoid height was determined by GEOID03.
 DU0998
 DU0998;                    North         East    Units  Estimated Accuracy
 DU0998;SPC AZ C     -   250,890.      209,890.      MT  (+/- 180 meters Scaled)
 DU0998
 DU0998                          SUPERSEDED SURVEY CONTROL
 DU0998
 DU0998  NGVD 29 (03/28/06)  350.91   (m)         1151.3    (f) RESET       3  
 DU0998
 DU0998.Superseded values are not recommended for survey control.
 DU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0998.See file dsdata.txt to determine how the superseded data were derived.
 DU0998
 DU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111808(NAD 83)
 DU0998_MARKER: P = PIPE CAP
 DU0998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0998_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0998_STAMPING: D 414 RESET
 DU0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0998
 DU0998  HISTORY     - Date     Condition        Report By
 DU0998  HISTORY     - 1975     MONUMENTED       AZHD
 DU0998  HISTORY     - 1975     GOOD             AZDT
 DU0998
 DU0998                          STATION DESCRIPTION
 DU0998
 DU0998'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0998'10.4 MI SW FROM CHANDLER.
 DU0998'FROM MILEPOST 170, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 DU0998'THE STATION ON THE LEFT.  1.2 FT. WEST OF THE EAST R/W FENCE LINE OF
 DU0998'I-10.  300 FT. SOUTHERLY OF QUEEN CREEK ROAD. MARKED BY P/M SURVEY
 DU0998'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1043 ***********************************************************************
 DV1043  DESIGNATION -  D 415 54
 DV1043  PID         -  DV1043
 DV1043  STATE/COUNTY-  AZ/MARICOPA
 DV1043  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1043
 DV1043                         *CURRENT SURVEY CONTROL
 DV1043  ___________________________________________________________________
 DV1043* NAD 83(1986)-  33 31 31.     (N)    113 05 34.     (W)     SCALED    
 DV1043* NAVD 88     -       369.42   (+/-2cm)    1212.0    (feet)  VERTCON   
 DV1043  ___________________________________________________________________
 DV1043  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1043
 DV1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1043
 DV1043.The horizontal coordinates were scaled from a topographic map and have
 DV1043.an estimated accuracy of +/- 6 seconds.
 DV1043
 DV1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1043.The vertical order pertains to the NGVD 29 superseded value.
 DV1043
 DV1043.The geoid height was determined by GEOID03.
 DV1043
 DV1043;                    North         East    Units  Estimated Accuracy
 DV1043;SPC AZ C     -   280,620.      104,110.      MT  (+/- 180 meters Scaled)
 DV1043
 DV1043                          SUPERSEDED SURVEY CONTROL
 DV1043
 DV1043  NGVD 29 (??/??/92)  368.789  (m)         1209.94   (f) ADJ UNCH    2 0
 DV1043
 DV1043.Superseded values are not recommended for survey control.
 DV1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1043.See file dsdata.txt to determine how the superseded data were derived.
 DV1043
 DV1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056114(NAD 83)
 DV1043_MARKER: DB = BENCH MARK DISK
 DV1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1043_STAMPING: D 415 54 1962
 DV1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1043+STABILITY: SURFACE MOTION
 DV1043
 DV1043  HISTORY     - Date     Condition        Report By
 DV1043  HISTORY     - 1962     MONUMENTED       CGS
 DV1043
 DV1043                          STATION DESCRIPTION
 DV1043
 DV1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1043'9.65 MI NW FROM TONOPAH.
 DV1043'1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1043'THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 7 MILES
 DV1043'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1043'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL
 DV1043'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1043'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT TONOPAH BY
 DV1043'GOING 7.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.4 MILES NORTHWEST
 DV1043'ALONG THE SALOME-HASSYAMPA ROAD, THENCE 0.8 MILE NORTHEAST ALONG A
 DV1043'TRACK ROAD, THENCE 1.8 MILES EAST-SOUTHEAST ALONG A BLADED TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0892 ***********************************************************************
 DV0892  DESIGNATION -  D 416 77
 DV0892  PID         -  DV0892
 DV0892  STATE/COUNTY-  AZ/MARICOPA
 DV0892  USGS QUAD   -  BUCKEYE NW (1982)
 DV0892
 DV0892                         *CURRENT SURVEY CONTROL
 DV0892  ___________________________________________________________________
 DV0892* NAD 83(1986)-  33 26 36.     (N)    112 41 43.     (W)     SCALED    
 DV0892* NAVD 88     -       324.51   (+/-2cm)    1064.7    (feet)  VERTCON   
 DV0892  ___________________________________________________________________
 DV0892  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0892
 DV0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0892
 DV0892.The horizontal coordinates were scaled from a topographic map and have
 DV0892.an estimated accuracy of +/- 6 seconds.
 DV0892
 DV0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0892.The vertical order pertains to the NGVD 29 superseded value.
 DV0892
 DV0892.The geoid height was determined by GEOID03.
 DV0892
 DV0892;                    North         East    Units  Estimated Accuracy
 DV0892;SPC AZ C     -   271,190.      140,970.      MT  (+/- 180 meters Scaled)
 DV0892
 DV0892                          SUPERSEDED SURVEY CONTROL
 DV0892
 DV0892  NGVD 29 (??/??/92)  323.864  (m)         1062.54   (f) ADJ UNCH    2 0
 DV0892
 DV0892.Superseded values are not recommended for survey control.
 DV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0892.See file dsdata.txt to determine how the superseded data were derived.
 DV0892
 DV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC424017(NAD 83)
 DV0892_MARKER: DB = BENCH MARK DISK
 DV0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0892_STAMPING: D 416 77 1962
 DV0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0892+STABILITY: SURFACE MOTION
 DV0892
 DV0892  HISTORY     - Date     Condition        Report By
 DV0892  HISTORY     - 1962     MONUMENTED       CGS
 DV0892  HISTORY     - 1974     GOOD             NGS
 DV0892
 DV0892                          STATION DESCRIPTION
 DV0892
 DV0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0892'16.05 MI SE FROM TONOPAH.
 DV0892'13.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0892'THENCE 1.9 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES
 DV0892'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0892'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV0892'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0892
 DV0892                          STATION RECOVERY (1974)
 DV0892
 DV0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0893 ***********************************************************************
 DV0893  DESIGNATION -  D 416 RESET
 DV0893  PID         -  DV0893
 DV0893  STATE/COUNTY-  AZ/MARICOPA
 DV0893  USGS QUAD   -  BUCKEYE NW (1982)
 DV0893
 DV0893                         *CURRENT SURVEY CONTROL
 DV0893  ___________________________________________________________________
 DV0893* NAD 83(1986)-  33 26 36.     (N)    112 41 43.     (W)     SCALED    
 DV0893* NAVD 88     -       324.14   (+/-2cm)    1063.4    (feet)  VERTCON   
 DV0893  ___________________________________________________________________
 DV0893  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0893
 DV0893  VERT ORDER  -  THIRD (See Below)
 DV0893
 DV0893.The horizontal coordinates were scaled from a topographic map and have
 DV0893.an estimated accuracy of +/- 6 seconds.
 DV0893
 DV0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0893.The vertical order pertains to the NGVD 29 superseded value.
 DV0893
 DV0893.The geoid height was determined by GEOID03.
 DV0893
 DV0893;                    North         East    Units  Estimated Accuracy
 DV0893;SPC AZ C     -   271,190.      140,970.      MT  (+/- 180 meters Scaled)
 DV0893
 DV0893                          SUPERSEDED SURVEY CONTROL
 DV0893
 DV0893  NGVD 29 (03/28/06)  323.50   (m)         1061.3    (f) RESET       3  
 DV0893
 DV0893.Superseded values are not recommended for survey control.
 DV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0893.See file dsdata.txt to determine how the superseded data were derived.
 DV0893
 DV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC424017(NAD 83)
 DV0893_MARKER: DB = BENCH MARK DISK
 DV0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0893_SP_SET: MONUMENT
 DV0893_STAMPING: D 416 RESET 1974
 DV0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0893
 DV0893  HISTORY     - Date     Condition        Report By
 DV0893  HISTORY     - 1974     MONUMENTED       NGS
 DV0893
 DV0893                          STATION DESCRIPTION
 DV0893
 DV0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0893'16.15 MI SE FROM TONOPAH.
 DV0893'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0893'10 OVERPASS AT TONOPAH, THENCE 1.95 SOUTH ALONG JOHNSON ROAD TO I-10
 DV0893'WHICH IS UNDER CONSTRUCTION, THENCE 1.0 MILE EAST ALONG THE SOUTH
 DV0893'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0893'INCHES, 93 FEET WEST OF A POWER LINE, 63 FEET WEST OF A WASH AND 2
 DV0893'FEET SOUTH OF A WITNESS POST AND SIGN.  THE MARK IS SET ON LINE OF
 DV0893'PROPOSED FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0839 ***********************************************************************
 CG0839  DESIGNATION -  D 418
 CG0839  PID         -  CG0839
 CG0839  STATE/COUNTY-  AZ/PIMA
 CG0839  USGS QUAD   -  THE NARROWS (1981)
 CG0839
 CG0839                         *CURRENT SURVEY CONTROL
 CG0839  ___________________________________________________________________
 CG0839* NAD 83(1986)-  31 58 53.     (N)    110 32 14.     (W)     SCALED    
 CG0839* NAVD 88     -      1133.704  (meters)    3719.49   (feet)  ADJUSTED  
 CG0839  ___________________________________________________________________
 CG0839  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG0839  DYNAMIC HT  -        1132.032 (meters)    3714.01  (feet)  COMP
 CG0839  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CG0839  OBS GRAVITY -     979,126.2   (mgal)                       GRAV_OBS
 CG0839
 CG0839  VERT ORDER  -  FIRST     CLASS II
 CG0839
 CG0839.The horizontal coordinates were scaled from a topographic map and have
 CG0839.an estimated accuracy of +/- 6 seconds.
 CG0839
 CG0839.The orthometric height was determined by differential leveling
 CG0839.and adjusted by the National Geodetic Survey in June 1991..
 CG0839
 CG0839.The geoid height was determined by GEOID03.
 CG0839
 CG0839.The dynamic height is computed by dividing the NAVD 88
 CG0839.geopotential number by the normal gravity value computed on the
 CG0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0839.degrees latitude (g = 980.6199 gals.).
 CG0839
 CG0839.The modeled gravity was interpolated from observed gravity values.
 CG0839.The observed gravity was obtained from relative gravimeter ties
 CG0839.to the IGSN71 gravity network.
 CG0839
 CG0839;                    North         East    Units  Estimated Accuracy
 CG0839;SPC AZ C     -   109,640.      343,730.      MT  (+/- 180 meters Scaled)
 CG0839
 CG0839                          SUPERSEDED SURVEY CONTROL
 CG0839
 CG0839.No superseded survey control is available for this station.
 CG0839
 CG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA437384(NAD 83)
 CG0839_MARKER: DB = BENCH MARK DISK
 CG0839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0839_SP_SET: STAINLESS STEEL ROD
 CG0839_STAMPING: D 418 1979
 CG0839_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0839_ROD/PIPE-DEPTH: 4.88 meters
 CG0839
 CG0839  HISTORY     - Date     Condition        Report By
 CG0839  HISTORY     - 1979     MONUMENTED       NGS
 CG0839
 CG0839                          STATION DESCRIPTION
 CG0839
 CG0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0839'14.4 MI WEST FROM BENSON.
 CG0839'14.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0839'OVERPASS AT BENSON, ABOUT 0.1 MILE WEST OF THE CROSSING OF TELEPHONE
 CG0839'POLES, 95 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE,
 CG0839'69.5 FEET SOUTH OF MILE POST 291, 25.5 FEET WEST OF THE CENTER OF A
 CG0839'GATE ACROSS A PRIVATE ROAD LEADING SOUTH AND 2 FEET NORTH OF THE
 CG0839'SOUTH RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CG0839'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CG0839'THE MARK IS 1 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0621 ***********************************************************************
 CY0621  DESIGNATION -  D 419
 CY0621  PID         -  CY0621
 CY0621  STATE/COUNTY-  AZ/COCHISE
 CY0621  USGS QUAD   -  RAILROAD PASS (1979)
 CY0621
 CY0621                         *CURRENT SURVEY CONTROL
 CY0621  ___________________________________________________________________
 CY0621* NAD 83(1986)-  32 21 34.     (N)    109 40 14.     (W)     SCALED    
 CY0621* NAVD 88     -      1277.210  (meters)    4190.31   (feet)  ADJUSTED  
 CY0621  ___________________________________________________________________
 CY0621  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0621  DYNAMIC HT  -        1275.313 (meters)    4184.09  (feet)  COMP
 CY0621  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 CY0621
 CY0621  VERT ORDER  -  FIRST     CLASS II
 CY0621
 CY0621.The horizontal coordinates were scaled from a topographic map and have
 CY0621.an estimated accuracy of +/- 6 seconds.
 CY0621
 CY0621.The orthometric height was determined by differential leveling
 CY0621.and adjusted by the National Geodetic Survey in June 1991..
 CY0621
 CY0621.The geoid height was determined by GEOID03.
 CY0621
 CY0621.The dynamic height is computed by dividing the NAVD 88
 CY0621.geopotential number by the normal gravity value computed on the
 CY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0621.degrees latitude (g = 980.6199 gals.).
 CY0621
 CY0621.The modeled gravity was interpolated from observed gravity values.
 CY0621
 CY0621;                    North         East    Units  Estimated Accuracy
 CY0621;SPC AZ E     -   150,830.      260,050.      MT  (+/- 180 meters Scaled)
 CY0621
 CY0621                          SUPERSEDED SURVEY CONTROL
 CY0621
 CY0621.No superseded survey control is available for this station.
 CY0621
 CY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA250810(NAD 83)
 CY0621_MARKER: DB = BENCH MARK DISK
 CY0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0621_SP_SET: STAINLESS STEEL ROD
 CY0621_STAMPING: D 419 1979
 CY0621_PROJECTION: FLUSH
 CY0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0621_ROD/PIPE-DEPTH: 7.0  meters
 CY0621
 CY0621  HISTORY     - Date     Condition        Report By
 CY0621  HISTORY     - 1979     MONUMENTED       NGS
 CY0621
 CY0621                          STATION DESCRIPTION
 CY0621
 CY0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0621'20.6 KM NE FROM WILLCOX.
 CY0621'20.6 KILOMETERS (12.75 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0621'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.5 KILOMETER (0.3 MILE) EAST
 CY0621'OF MILE POST 353, AT THE WEST END OF A CUT, 26.7 METERS (87.5 FEET)
 CY0621'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 42.4 METERS
 CY0621'(139 FEET) EAST OF THE NORTH FENCE CORNER POST OF AN OFFSET IN THE
 CY0621'SOUTH RIGHT-OF-WAY FENCE, 31.5 METERS (103.5 FEET) WEST OF A POWER
 CY0621'LINE POLE AND 0.8 METER (2.6 FEET) NORTH OF THE SOUTH RIGHT-OF-WAY
 CY0621'FENCE.
 CY0621'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 CY0621'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0250 ***********************************************************************
 ER0250  DESIGNATION -  D 42
 ER0250  PID         -  ER0250
 ER0250  STATE/COUNTY-  AZ/APACHE
 ER0250  USGS QUAD   -  GREENS PEAK (1969)
 ER0250
 ER0250                         *CURRENT SURVEY CONTROL
 ER0250  ___________________________________________________________________
 ER0250* NAD 83(1986)-  34 03 14.     (N)    109 31 22.     (W)     SCALED    
 ER0250* NAVD 88     -      2780.795  (meters)    9123.32   (feet)  ADJUSTED  
 ER0250  ___________________________________________________________________
 ER0250  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0250  DYNAMIC HT  -        2776.174 (meters)    9108.16  (feet)  COMP
 ER0250  MODELED GRAV-     978,872.3   (mgal)                       NAVD 88
 ER0250
 ER0250  VERT ORDER  -  FIRST     CLASS II
 ER0250
 ER0250.The horizontal coordinates were scaled from a topographic map and have
 ER0250.an estimated accuracy of +/- 6 seconds.
 ER0250
 ER0250.The orthometric height was determined by differential leveling
 ER0250.and adjusted by the National Geodetic Survey in June 1991..
 ER0250.WARNING-Repeat measurements at this control monument indicate possible
 ER0250.vertical movement.
 ER0250
 ER0250.The geoid height was determined by GEOID03.
 ER0250
 ER0250.The dynamic height is computed by dividing the NAVD 88
 ER0250.geopotential number by the normal gravity value computed on the
 ER0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0250.degrees latitude (g = 980.6199 gals.).
 ER0250
 ER0250.The modeled gravity was interpolated from observed gravity values.
 ER0250
 ER0250;                    North         East    Units  Estimated Accuracy
 ER0250;SPC AZ E     -   338,820.      272,800.      MT  (+/- 180 meters Scaled)
 ER0250
 ER0250                          SUPERSEDED SURVEY CONTROL
 ER0250
 ER0250  NGVD 29 (??/??/92) 2779.572  (m)         9119.31   (f) ADJ UNCH    1 2
 ER0250
 ER0250.Superseded values are not recommended for survey control.
 ER0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0250.See file dsdata.txt to determine how the superseded data were derived.
 ER0250
 ER0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC363691(NAD 83)
 ER0250_MARKER: DB = BENCH MARK DISK
 ER0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0250_STAMPING: D-42 1934
 ER0250_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0250+STABILITY: SURFACE MOTION
 ER0250
 ER0250  HISTORY     - Date     Condition        Report By
 ER0250  HISTORY     - 1934     MONUMENTED       CGS
 ER0250  HISTORY     - 1970     GOOD             USGS
 ER0250  HISTORY     - 1980     GOOD             NGS
 ER0250
 ER0250                          STATION DESCRIPTION
 ER0250
 ER0250'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0250'15.7 MI W FROM EAGAR.
 ER0250'14.5 MILES WEST ALONG STATE HWY. 73 FROM THE JUNCTION OF STATE HWY. 73
 ER0250'AND U.S. HWY 180B IN EAGAR, ARIZONA TO THE JUNCTION OF TWO DIRT ROADS
 ER0250'IN A VERY LARGE MOUNTAIN MEADOW.  ONE ROAD LEADS SOUTH, AND THE OTHER
 ER0250'NORTH-- GO NORTH ON DIRT ROAD FOR 400 FT. TO A T JUNCTION WITH ANOTHER
 ER0250'DIRT ROAD.  BM IS 27 FT. NORTH OF THE CENTER OF THE T JUNCTION. A
 ER0250'STANDARD DISK STAMPED D-42 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0250'PROJECTING 6 INCHES ABOVE THE GROUND.
 ER0250
 ER0250                          STATION RECOVERY (1980)
 ER0250
 ER0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0250'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0250'OFFICE IN EAGAR, THENCE 23.5 KM (14.6 MI) WEST ALONG STATE
 ER0250'HIGHWAY 260, THENCE 0.1 KM (0.05 MI) NORTH ALONG A TRACK
 ER0250'ROAD LEADING NORTH TO A T-JUNCTION IN A LARGE CLEARED AREA, 121.9
 ER0250'METERS (400.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.4
 ER0250'METERS (34.0 FT) NORTHWEST OF THE CENTER OF THE T-JUNCTION AND 7.9
 ER0250'METERS (26.0 FT) NORTH OF THE CENTER OF A EAST-WEST TRACK ROAD.
 ER0250'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0250'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0598 ***********************************************************************
 CY0598  DESIGNATION -  D 420
 CY0598  PID         -  CY0598
 CY0598  STATE/COUNTY-  AZ/COCHISE
 CY0598  USGS QUAD   -  COCHISE (1985)
 CY0598
 CY0598                         *CURRENT SURVEY CONTROL
 CY0598  ___________________________________________________________________
 CY0598* NAD 83(1986)-  32 03 14.     (N)    109 53 18.     (W)     SCALED    
 CY0598* NAVD 88     -      1274.628  (meters)    4181.84   (feet)  ADJUSTED  
 CY0598  ___________________________________________________________________
 CY0598  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY0598  DYNAMIC HT  -        1272.690 (meters)    4175.48  (feet)  COMP
 CY0598  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 CY0598
 CY0598  VERT ORDER  -  FIRST     CLASS II
 CY0598
 CY0598.The horizontal coordinates were scaled from a topographic map and have
 CY0598.an estimated accuracy of +/- 6 seconds.
 CY0598
 CY0598.The orthometric height was determined by differential leveling
 CY0598.and adjusted by the National Geodetic Survey in June 1991..
 CY0598
 CY0598.The geoid height was determined by GEOID03.
 CY0598
 CY0598.The dynamic height is computed by dividing the NAVD 88
 CY0598.geopotential number by the normal gravity value computed on the
 CY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0598.degrees latitude (g = 980.6199 gals.).
 CY0598
 CY0598.The modeled gravity was interpolated from observed gravity values.
 CY0598
 CY0598;                    North         East    Units  Estimated Accuracy
 CY0598;SPC AZ E     -   116,880.      239,640.      MT  (+/- 180 meters Scaled)
 CY0598
 CY0598                          SUPERSEDED SURVEY CONTROL
 CY0598
 CY0598.No superseded survey control is available for this station.
 CY0598
 CY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA049469(NAD 83)
 CY0598_MARKER: DB = BENCH MARK DISK
 CY0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0598_SP_SET: STAINLESS STEEL ROD
 CY0598_STAMPING: D 420 1980
 CY0598_PROJECTION: FLUSH
 CY0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0598_ROD/PIPE-DEPTH: 7.5  meters
 CY0598
 CY0598  HISTORY     - Date     Condition        Report By
 CY0598  HISTORY     - 1980     MONUMENTED       NGS
 CY0598
 CY0598                          STATION DESCRIPTION
 CY0598
 CY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0598'24.3 KM SW FROM WILLCOX.
 CY0598'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0598'RAILROAD FROM THE STATION IN WILLCOX, THENCE 9.2 KILOMETERS (5.7
 CY0598'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.1 KILOMETER (0.05 MILE)
 CY0598'NORTHWEST OF HIGHWAY MILEPOST 57, 0.9 KILOMETER (0.55 MILE) SOUTHEAST
 CY0598'OF THE MAIN ENTRANCE TO THE APACHE ELECTRIC STATION, 0.6 METER (2
 CY0598'FEET) NORTHEAST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND AN
 CY0598'ELECTRIC SUBSTATION, 15.8 METERS (52 FEET) SOUTHWEST OF THE
 CY0598'CENTERLINE OF THE HIGHWAY, 1.2 METERS (4 FEET) NORTHWEST OF A
 CY0598'NORTHWEST CORNER IN THE RIGHT-OF-WAY FENCE.
 CY0598'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0598'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0225 ***********************************************************************
 CF0225  DESIGNATION -  D 421
 CF0225  PID         -  CF0225
 CF0225  STATE/COUNTY-  AZ/COCHISE
 CF0225  USGS QUAD   -  ELFRIDA (1986)
 CF0225
 CF0225                         *CURRENT SURVEY CONTROL
 CF0225  ___________________________________________________________________
 CF0225* NAD 83(1986)-  31 41 35.     (N)    109 41 14.     (W)     SCALED    
 CF0225* NAVD 88     -      1265.752  (meters)    4152.72   (feet)  ADJUSTED  
 CF0225  ___________________________________________________________________
 CF0225  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0225  DYNAMIC HT  -        1263.782 (meters)    4146.26  (feet)  COMP
 CF0225  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CF0225
 CF0225  VERT ORDER  -  FIRST     CLASS II
 CF0225
 CF0225.The horizontal coordinates were scaled from a topographic map and have
 CF0225.an estimated accuracy of +/- 6 seconds.
 CF0225
 CF0225.The orthometric height was determined by differential leveling
 CF0225.and adjusted by the National Geodetic Survey in June 1991..
 CF0225
 CF0225.The geoid height was determined by GEOID03.
 CF0225
 CF0225.The dynamic height is computed by dividing the NAVD 88
 CF0225.geopotential number by the normal gravity value computed on the
 CF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0225.degrees latitude (g = 980.6199 gals.).
 CF0225
 CF0225.The modeled gravity was interpolated from observed gravity values.
 CF0225
 CF0225;                    North         East    Units  Estimated Accuracy
 CF0225;SPC AZ E     -    76,940.      258,810.      MT  (+/- 180 meters Scaled)
 CF0225
 CF0225                          SUPERSEDED SURVEY CONTROL
 CF0225
 CF0225.No superseded survey control is available for this station.
 CF0225
 CF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244071(NAD 83)
 CF0225_MARKER: DB = BENCH MARK DISK
 CF0225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0225_SP_SET: STAINLESS STEEL ROD
 CF0225_STAMPING: D 421 1980
 CF0225_PROJECTION: FLUSH
 CF0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0225_ROD/PIPE-DEPTH: 3.0  meters
 CF0225
 CF0225  HISTORY     - Date     Condition        Report By
 CF0225  HISTORY     - 1980     MONUMENTED       NGS
 CF0225
 CF0225                          STATION DESCRIPTION
 CF0225
 CF0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0225'1.2 KM NORTH FROM ELFRIDA.
 CF0225'1.2 KILOMETERS (0.75 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0225'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) SOUTH
 CF0225'OF GLEESON ROAD, 14.2 METERS (46.6 FEET) WEST OF THE
 CF0225'CENTERLINE OF THE HIGHWAY, 32.0 METERS (105 FEET) NORTH OF
 CF0225'THE CENTER OF A DRIVEWAY LEADING WEST TO THE ROBERTSON RESIDENCE,
 CF0225'21.0 METERS (69 FEET) NORTH OF A POWERLINE CROSSING AND POWER
 CF0225'POLE, 9.0 METERS (29.6 FEET) WEST OF MILEPOST 25, 0.3 METER
 CF0225'(1 FOOT) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0225'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0225'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1514 ***********************************************************************
 CZ1514  DESIGNATION -  D 422
 CZ1514  PID         -  CZ1514
 CZ1514  STATE/COUNTY-  AZ/PINAL
 CZ1514  USGS QUAD   -  CHUICHU (1992)
 CZ1514
 CZ1514                         *CURRENT SURVEY CONTROL
 CZ1514  ___________________________________________________________________
 CZ1514* NAD 83(1986)-  32 51 54.     (N)    111 45 27.     (W)     SCALED    
 CZ1514* NAVD 88     -       428.310  (meters)    1405.21   (feet)  READJUSTED
 CZ1514  ___________________________________________________________________
 CZ1514  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ1514  DYNAMIC HT  -         427.790 (meters)    1403.51  (feet)  COMP
 CZ1514  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 CZ1514  OBS GRAVITY -     979,402.8   (mgal)                       GRAV_OBS
 CZ1514
 CZ1514  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1514
 CZ1514.The horizontal coordinates were scaled from a topographic map and have
 CZ1514.an estimated accuracy of +/- 6 seconds.
 CZ1514
 CZ1514.The orthometric height was determined by differential leveling
 CZ1514.and adjusted by the National Geodetic Survey in April 1999..
 CZ1514.No vertical observational check was made to the station.
 CZ1514.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1514.mark was located on a no-check spur therefore a value was not computed.
 CZ1514.The height was derived from older observations constrained to new
 CZ1514.heights in a crustal motion area.  The height is approximate in
 CZ1514.relation to other heights in its vicinity.
 CZ1514
 CZ1514.The geoid height was determined by GEOID03.
 CZ1514
 CZ1514.The dynamic height is computed by dividing the NAVD 88
 CZ1514.geopotential number by the normal gravity value computed on the
 CZ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1514.degrees latitude (g = 980.6199 gals.).
 CZ1514
 CZ1514.The modeled gravity was interpolated from observed gravity values.
 CZ1514.The observed gravity was obtained from relative gravimeter ties
 CZ1514.to the IGSN71 gravity network.
 CZ1514
 CZ1514;                    North         East    Units  Estimated Accuracy
 CZ1514;SPC AZ C     -   206,790.      228,260.      MT  (+/- 180 meters Scaled)
 CZ1514
 CZ1514                          SUPERSEDED SURVEY CONTROL
 CZ1514
 CZ1514  NAVD 88 (06/15/91)  428.308  (m)         1405.21   (f) UNKNOWN     1 2
 CZ1514
 CZ1514.Superseded values are not recommended for survey control.
 CZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1514.See file dsdata.txt to determine how the superseded data were derived.
 CZ1514
 CZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291365(NAD 83)
 CZ1514_MARKER: DB = BENCH MARK DISK
 CZ1514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1514_SP_SET: HEADWALL
 CZ1514_STAMPING: D 422 1980
 CZ1514_MARK LOGO: NGS   
 CZ1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1514+STABILITY: SURFACE MOTION
 CZ1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1514+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CZ1514
 CZ1514  HISTORY     - Date     Condition        Report By
 CZ1514  HISTORY     - 1980     MONUMENTED       NGS
 CZ1514  HISTORY     - 1984     GOOD             NGS
 CZ1514  HISTORY     - 20030408 GOOD             NGS
 CZ1514
 CZ1514                          STATION DESCRIPTION
 CZ1514
 CZ1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1514'1.3 KM SOUTH FROM CASA GRANDE.
 CZ1514'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1514'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A PAVED ROAD
 CZ1514'LEADING EAST-WEST, SET IN TOP OF THE EAST END OF THE NORTH CONCRETE
 CZ1514'HEADWALL OF A DOUBLE PIPE CULVERT UNDER THE PAVED ROAD, 11.7 METERS
 CZ1514'(38.3 FEET) WEST OF THE CENTERLINE OF COVERED WELLS ROAD, 10.4 METERS
 CZ1514'(34 FEET) NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 1.6 METERS
 CZ1514'(5.1 FEET) WEST OF THE EAST END OF THE HEADWALL.
 CZ1514'THE MARK IS 0.6 M ABOVE COVERED WELLS ROAD.
 CZ1514
 CZ1514                          STATION RECOVERY (1984)
 CZ1514
 CZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1514'RECOVERED IN GOOD CONDITION.
 CZ1514
 CZ1514                          STATION RECOVERY (2003)
 CZ1514
 CZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1514'COVERED WELLS ROAD IS NOW CHUICHU ROAD, WHICH IS SOUTH EXTENSION OF
 CZ1514'SOUTH FLORENCE ST (WHICH CROSSES UPRR AT OLD SPRR STATION).  EAST-WEST
 CZ1514'ROAD IS CALLED PETERS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0891 ***********************************************************************
 CG0891  DESIGNATION -  D 423
 CG0891  PID         -  CG0891
 CG0891  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0891  USGS QUAD   -  NOGALES (1981)
 CG0891
 CG0891                         *CURRENT SURVEY CONTROL
 CG0891  ___________________________________________________________________
 CG0891* NAD 83(1986)-  31 20 20.     (N)    110 56 06.     (W)     SCALED    
 CG0891* NAVD 88     -      1172.369  (meters)    3846.35   (feet)  ADJUSTED  
 CG0891  ___________________________________________________________________
 CG0891  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0891  DYNAMIC HT  -        1170.549 (meters)    3840.38  (feet)  COMP
 CG0891  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 CG0891
 CG0891  VERT ORDER  -  FIRST     CLASS II
 CG0891
 CG0891.The horizontal coordinates were scaled from a topographic map and have
 CG0891.an estimated accuracy of +/- 6 seconds.
 CG0891
 CG0891.The orthometric height was determined by differential leveling
 CG0891.and adjusted by the National Geodetic Survey in June 1991..
 CG0891
 CG0891.The geoid height was determined by GEOID03.
 CG0891
 CG0891.The dynamic height is computed by dividing the NAVD 88
 CG0891.geopotential number by the normal gravity value computed on the
 CG0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0891.degrees latitude (g = 980.6199 gals.).
 CG0891
 CG0891.The modeled gravity was interpolated from observed gravity values.
 CG0891
 CG0891;                    North         East    Units  Estimated Accuracy
 CG0891;SPC AZ C     -    37,990.      306,770.      MT  (+/- 180 meters Scaled)
 CG0891
 CG0891                          SUPERSEDED SURVEY CONTROL
 CG0891
 CG0891.No superseded survey control is available for this station.
 CG0891
 CG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV061671(NAD 83)
 CG0891_MARKER: DB = BENCH MARK DISK
 CG0891_SETTING: 66 = SET IN ROCK OUTCROP
 CG0891_SP_SET: ROCK OUTCROP
 CG0891_STAMPING: D 423 1980
 CG0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0891+STABILITY: POSITION/ELEVATION WELL
 CG0891
 CG0891  HISTORY     - Date     Condition        Report By
 CG0891  HISTORY     - 1980     MONUMENTED       NGS
 CG0891
 CG0891                          STATION DESCRIPTION
 CG0891
 CG0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0891'0.5 KM NE FROM NOGALES.
 CG0891'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG MORLEY AVENUE FROM THE COUNTY
 CG0891'COURTHOUSE IN NOGALES, AT THE EAST CORNER OF AND 1 METER (3 FEET)
 CG0891'HIGHER THAN THE ASPHALT PARKING LOT BETWEEN THE LAW OFFICES AT
 CG0891'551 AND 555 MORLEY AVENUE, IN TOP OF THE NORTHWEST SLOPE OF A MASSIVE
 CG0891'SANDSTONE OUTCROP, 23.1 METERS (76 FEET) SOUTHEAST OF THE SOUTHEAST
 CG0891'CURB OF MORLEY AVENUE, 3.1 METERS (10.2 FEET) NORTH OF THE CENTER OF
 CG0891'THE REAR DOOR AT 551 MORLEY AVENUE AND 1.9 METERS (6.4 FEET)
 CG0891'SOUTHEAST OF THE EAST CORNER OF THE LAW OFFICE AT 551 MORLEY.
 CG0891'THE MARK IS 1.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1434 ***********************************************************************
 CZ1434  DESIGNATION -  D 424
 CZ1434  PID         -  CZ1434
 CZ1434  STATE/COUNTY-  AZ/PIMA
 CZ1434  USGS QUAD   -  MARANA (1992)
 CZ1434
 CZ1434                         *CURRENT SURVEY CONTROL
 CZ1434  ___________________________________________________________________
 CZ1434* NAD 83(1986)-  32 25 28.     (N)    111 09 48.     (W)     SCALED    
 CZ1434* NAVD 88     -       623.170  (meters)    2044.52   (feet)  ADJUSTED  
 CZ1434  ___________________________________________________________________
 CZ1434  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ1434  DYNAMIC HT  -         622.349 (meters)    2041.82  (feet)  COMP
 CZ1434  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 CZ1434  OBS GRAVITY -     979,303.4   (mgal)                       GRAV_OBS
 CZ1434
 CZ1434  VERT ORDER  -  FIRST     CLASS II
 CZ1434
 CZ1434.The horizontal coordinates were scaled from a topographic map and have
 CZ1434.an estimated accuracy of +/- 6 seconds.
 CZ1434
 CZ1434.The orthometric height was determined by differential leveling
 CZ1434.and adjusted by the National Geodetic Survey in June 1991..
 CZ1434
 CZ1434.The geoid height was determined by GEOID03.
 CZ1434
 CZ1434.The dynamic height is computed by dividing the NAVD 88
 CZ1434.geopotential number by the normal gravity value computed on the
 CZ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1434.degrees latitude (g = 980.6199 gals.).
 CZ1434
 CZ1434.The modeled gravity was interpolated from observed gravity values.
 CZ1434.The observed gravity was obtained from relative gravimeter ties
 CZ1434.to the IGSN71 gravity network.
 CZ1434
 CZ1434;                    North         East    Units  Estimated Accuracy
 CZ1434;SPC AZ C     -   158,180.      284,210.      MT  (+/- 180 meters Scaled)
 CZ1434
 CZ1434                          SUPERSEDED SURVEY CONTROL
 CZ1434
 CZ1434.No superseded survey control is available for this station.
 CZ1434
 CZ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA846874(NAD 83)
 CZ1434_MARKER: DB = BENCH MARK DISK
 CZ1434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1434_SP_SET: OVERPASS PIER
 CZ1434_STAMPING: D 424 1980
 CZ1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1434
 CZ1434  HISTORY     - Date     Condition        Report By
 CZ1434  HISTORY     - 1980     MONUMENTED       NGS
 CZ1434  HISTORY     - 19960207 GOOD             USPSQD
 CZ1434
 CZ1434                          STATION DESCRIPTION
 CZ1434
 CZ1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1434'29.3 KM NW FROM TUCSON.
 CZ1434'29.3 KILOMETERS (18.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1434'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1434'BRIDGE OVER TANGERINE ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF
 CZ1434'THE NORTHEAST PIER OF THE SOUTHEAST ROW OF PIERS FOR THE WESTBOUND
 CZ1434'TRAFFIC LANE, 9.4 METERS (31 FEET) SOUTHEAST OF THE CENTERLINE OF
 CZ1434'THE ROAD AND 1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 CZ1434'THE MARK IS 1 M ABOVE THE ROAD.
 CZ1434
 CZ1434                          STATION RECOVERY (1996)
 CZ1434
 CZ1434'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0426 ***********************************************************************
 DT0426  DESIGNATION -  D 43
 DT0426  PID         -  DT0426
 DT0426  STATE/COUNTY-  AZ/NAVAJO
 DT0426  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0426
 DT0426                         *CURRENT SURVEY CONTROL
 DT0426  ___________________________________________________________________
 DT0426* NAD 83(1986)-  33 55 56.     (N)    109 56 16.     (W)     SCALED    
 DT0426* NAVD 88     -      1760.483  (meters)    5775.85   (feet)  ADJUSTED  
 DT0426  ___________________________________________________________________
 DT0426  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DT0426  DYNAMIC HT  -        1757.870 (meters)    5767.28  (feet)  COMP
 DT0426  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 DT0426
 DT0426  VERT ORDER  -  FIRST     CLASS II
 DT0426
 DT0426.The horizontal coordinates were scaled from a topographic map and have
 DT0426.an estimated accuracy of +/- 6 seconds.
 DT0426
 DT0426.The orthometric height was determined by differential leveling
 DT0426.and adjusted by the National Geodetic Survey in June 1991..
 DT0426
 DT0426.The geoid height was determined by GEOID03.
 DT0426
 DT0426.The dynamic height is computed by dividing the NAVD 88
 DT0426.geopotential number by the normal gravity value computed on the
 DT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0426.degrees latitude (g = 980.6199 gals.).
 DT0426
 DT0426.The modeled gravity was interpolated from observed gravity values.
 DT0426
 DT0426;                    North         East    Units  Estimated Accuracy
 DT0426;SPC AZ E     -   325,160.      234,520.      MT  (+/- 180 meters Scaled)
 DT0426
 DT0426                          SUPERSEDED SURVEY CONTROL
 DT0426
 DT0426  NGVD 29 (??/??/92) 1759.671  (m)         5773.19   (f) ADJ UNCH    1 2
 DT0426
 DT0426.Superseded values are not recommended for survey control.
 DT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0426.See file dsdata.txt to determine how the superseded data were derived.
 DT0426
 DT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC981551(NAD 83)
 DT0426_MARKER: DB = BENCH MARK DISK
 DT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0426_STAMPING: D 43 1934
 DT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0426+STABILITY: SURFACE MOTION
 DT0426
 DT0426  HISTORY     - Date     Condition        Report By
 DT0426  HISTORY     - 1934     MONUMENTED       CGS
 DT0426  HISTORY     - 1966     MARK NOT FOUND   USGS
 DT0426
 DT0426                          STATION DESCRIPTION
 DT0426
 DT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0426'6.8 MI N FROM WHITERIVER.
 DT0426'6.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0426'375 FEET NORTH OF A SMALL BRIDGE, 45 FEET EAST OF THE CENTERLINE OF
 DT0426'THE HIGHWAY, 45 FEET SOUTH OF A POLE, AND IN LINE WITH A ROW OF POLES.
 DT0426'A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP OF A CONCRETE
 DT0426'POST.
 DT0426
 DT0426                          STATION RECOVERY (1966)
 DT0426
 DT0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1474 ***********************************************************************
 CZ1474  DESIGNATION -  D 430
 CZ1474  PID         -  CZ1474
 CZ1474  STATE/COUNTY-  AZ/PIMA
 CZ1474  USGS QUAD   -  TUCSON SE (1992)
 CZ1474
 CZ1474                         *CURRENT SURVEY CONTROL
 CZ1474  ___________________________________________________________________
 CZ1474* NAD 83(1986)-  32 06 54.     (N)    110 51 27.     (W)     SCALED    
 CZ1474* NAVD 88     -       846.461  (meters)    2777.10   (feet)  ADJUSTED  
 CZ1474  ___________________________________________________________________
 CZ1474  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1474  DYNAMIC HT  -         845.254 (meters)    2773.14  (feet)  COMP
 CZ1474  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 CZ1474
 CZ1474  VERT ORDER  -  FIRST     CLASS II
 CZ1474
 CZ1474.The horizontal coordinates were scaled from a topographic map and have
 CZ1474.an estimated accuracy of +/- 6 seconds.
 CZ1474
 CZ1474.The orthometric height was determined by differential leveling
 CZ1474.and adjusted by the National Geodetic Survey in June 1991..
 CZ1474
 CZ1474.The geoid height was determined by GEOID03.
 CZ1474
 CZ1474.The dynamic height is computed by dividing the NAVD 88
 CZ1474.geopotential number by the normal gravity value computed on the
 CZ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1474.degrees latitude (g = 980.6199 gals.).
 CZ1474
 CZ1474.The modeled gravity was interpolated from observed gravity values.
 CZ1474
 CZ1474;                    North         East    Units  Estimated Accuracy
 CZ1474;SPC AZ C     -   124,110.      313,310.      MT  (+/- 180 meters Scaled)
 CZ1474
 CZ1474                          SUPERSEDED SURVEY CONTROL
 CZ1474
 CZ1474.No superseded survey control is available for this station.
 CZ1474
 CZ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134531(NAD 83)
 CZ1474_MARKER: I = METAL ROD
 CZ1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1474_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1474_STAMPING: D 430 1979
 CZ1474_PROJECTION: FLUSH
 CZ1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1474+STABILITY: POSITION/ELEVATION WELL
 CZ1474_ROD/PIPE-DEPTH: 10.7 meters
 CZ1474_SLEEVE-DEPTH  : 8.53 meters
 CZ1474
 CZ1474  HISTORY     - Date     Condition        Report By
 CZ1474  HISTORY     - 1979     MONUMENTED       NGS
 CZ1474  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ1474
 CZ1474                          STATION DESCRIPTION
 CZ1474
 CZ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1474'8.5 MI SE FROM TUCSON.
 CZ1474'8.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1474'HIGHWAY 89 INTERCHANGE IN TUCSON, AT THE SOUTHEAST CORNER OF THE
 CZ1474'JUNCTION OF WILMOT ROAD AND INTERSTATE 10 OVERPASS, JUST EAST OF A
 CZ1474'TEXACO TRUCK STOP, 78 FEET EAST OF THE MEDIAN OF WILMOT ROAD, 65 FEET
 CZ1474'SOUTH OF THE CENTERLINE OF THE OFF RAMP FROM INTERSTATE 10, 57.3
 CZ1474'FEET NORTHEAST OF THE NORTHEAST PILLAR OF THE INTERSTATE 10 WEST LANE
 CZ1474'OVERPASS AND 18 FEET BELOW THE WESTBOUND LANES OF INTERSTATE 10.
 CZ1474'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CZ1474'THE MARK IS ABOVE LEVEL WITH ROAD.
 CZ1474
 CZ1474                          STATION RECOVERY (1996)
 CZ1474
 CZ1474'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0591 ***********************************************************************
 CY0591  DESIGNATION -  D 431
 CY0591  PID         -  CY0591
 CY0591  STATE/COUNTY-  AZ/COCHISE
 CY0591  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0591
 CY0591                         *CURRENT SURVEY CONTROL
 CY0591  ___________________________________________________________________
 CY0591* NAD 83(1986)-  32 08 20.     (N)    109 55 08.     (W)     SCALED    
 CY0591* NAVD 88     -      1273.494  (meters)    4178.12   (feet)  ADJUSTED  
 CY0591  ___________________________________________________________________
 CY0591  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0591  DYNAMIC HT  -        1271.569 (meters)    4171.81  (feet)  COMP
 CY0591  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 CY0591
 CY0591  VERT ORDER  -  FIRST     CLASS II
 CY0591
 CY0591.The horizontal coordinates were scaled from a topographic map and have
 CY0591.an estimated accuracy of +/- 6 seconds.
 CY0591
 CY0591.The orthometric height was determined by differential leveling
 CY0591.and adjusted by the National Geodetic Survey in June 1991..
 CY0591
 CY0591.The geoid height was determined by GEOID03.
 CY0591
 CY0591.The dynamic height is computed by dividing the NAVD 88
 CY0591.geopotential number by the normal gravity value computed on the
 CY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0591.degrees latitude (g = 980.6199 gals.).
 CY0591
 CY0591.The modeled gravity was interpolated from observed gravity values.
 CY0591
 CY0591;                    North         East    Units  Estimated Accuracy
 CY0591;SPC AZ E     -   126,290.      236,740.      MT  (+/- 180 meters Scaled)
 CY0591
 CY0591                          SUPERSEDED SURVEY CONTROL
 CY0591
 CY0591.No superseded survey control is available for this station.
 CY0591
 CY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA019563(NAD 83)
 CY0591_MARKER: I = METAL ROD
 CY0591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0591_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0591_STAMPING: D 431 1979
 CY0591_PROJECTION: FLUSH
 CY0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0591+STABILITY: POSITION/ELEVATION WELL
 CY0591_ROD/PIPE-DEPTH: 13.7 meters
 CY0591_SLEEVE-DEPTH  : 9.1 meters
 CY0591
 CY0591  HISTORY     - Date     Condition        Report By
 CY0591  HISTORY     - 1979     MONUMENTED       NGS
 CY0591  HISTORY     - 1980     GOOD             NGS
 CY0591
 CY0591                          STATION DESCRIPTION
 CY0591
 CY0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0591'16.1 KM SW FROM WILLCOX.
 CY0591'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0591'RAILROAD FROM THE STATION AT WILLCOX, THENCE 1.0 KILOMETER (0.6 MILE)
 CY0591'NORTHWEST ALONG U. S. HIGHWAY 666, AT THE CROSSING OF A TELEPHONE
 CY0591'LINE, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 24.7 METERS
 CY0591'(81 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (48
 CY0591'FEET) NORTHWEST OF THE CENTER OF A CATTLE GUARD, 12.2 METERS (40 FEET)
 CY0591'WEST OF THE CENTERLINE OF THE ROAD, 6.1 METERS (20 FEET) NORTH OF
 CY0591'THE RIGHT-OF-WAY FENCE AND 3.5 METERS (11.5 FEET) WEST OF TELEPHONE
 CY0591'POLE 8396.
 CY0591'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CY0591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0591
 CY0591                          STATION RECOVERY (1980)
 CY0591
 CY0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0855 ***********************************************************************
 CG0855  DESIGNATION -  D 432
 CG0855  PID         -  CG0855
 CG0855  STATE/COUNTY-  AZ/PIMA
 CG0855  USGS QUAD   -  SAHUARITA (1981)
 CG0855
 CG0855                         *CURRENT SURVEY CONTROL
 CG0855  ___________________________________________________________________
 CG0855* NAD 83(1986)-  31 57 30.     (N)    110 57 28.     (W)     SCALED    
 CG0855* NAVD 88     -       824.144  (meters)    2703.88   (feet)  ADJUSTED  
 CG0855  ___________________________________________________________________
 CG0855  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0855  DYNAMIC HT  -         822.963 (meters)    2700.00  (feet)  COMP
 CG0855  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 CG0855
 CG0855  VERT ORDER  -  FIRST     CLASS II
 CG0855
 CG0855.The horizontal coordinates were scaled from a topographic map and have
 CG0855.an estimated accuracy of +/- 6 seconds.
 CG0855
 CG0855.The orthometric height was determined by differential leveling
 CG0855.and adjusted by the National Geodetic Survey in June 1991..
 CG0855
 CG0855.The geoid height was determined by GEOID03.
 CG0855
 CG0855.The dynamic height is computed by dividing the NAVD 88
 CG0855.geopotential number by the normal gravity value computed on the
 CG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0855.degrees latitude (g = 980.6199 gals.).
 CG0855
 CG0855.The modeled gravity was interpolated from observed gravity values.
 CG0855
 CG0855;                    North         East    Units  Estimated Accuracy
 CG0855;SPC AZ C     -   106,650.      304,000.      MT  (+/- 180 meters Scaled)
 CG0855
 CG0855                          SUPERSEDED SURVEY CONTROL
 CG0855
 CG0855.No superseded survey control is available for this station.
 CG0855
 CG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA039358(NAD 83)
 CG0855_MARKER: I = METAL ROD
 CG0855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0855_STAMPING: D 432 1980
 CG0855_PROJECTION: FLUSH
 CG0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0855+STABILITY: POSITION/ELEVATION WELL
 CG0855_ROD/PIPE-DEPTH: 35   meters
 CG0855_SLEEVE-DEPTH  : 20 meters
 CG0855
 CG0855  HISTORY     - Date     Condition        Report By
 CG0855  HISTORY     - 1980     MONUMENTED       NGS
 CG0855  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0855  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0855
 CG0855                          STATION DESCRIPTION
 CG0855
 CG0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0855'0.4 KM NORTH FROM SAHUARITA.
 CG0855'0.2 KILOMETER (0.1 MILE) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0855'POST OFFICE AT SAHUARITA, THENCE 0.2 KILOMETER (0.1 MILE)
 CG0855'WEST ALONG A PAVED ROAD, LOCATED AT THE SOUTHEAST CORNER OF A
 CG0855'SMALL BRICK BUILDING 50 PACES WEST OF A SUB STATION,
 CG0855'16.3 METERS (53.7 FEET) NORTH OF THE CENTERLINE OF THE PAVED
 CG0855'ROAD, 0.9 METER (3 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE
 CG0855'BUILDING.
 CG0855'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0855'THE MARK IS ABOVE LEVEL WITH THE ROAD..
 CG0855
 CG0855                          STATION RECOVERY (1995)
 CG0855
 CG0855'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0855'MARK NOT FOUND.
 CG0855
 CG0855                          STATION RECOVERY (1999)
 CG0855
 CG0855'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0684 ***********************************************************************
 CY0684  DESIGNATION -  D 436
 CY0684  PID         -  CY0684
 CY0684  STATE/COUNTY-  AZ/COCHISE
 CY0684  USGS QUAD   -  MONK DRAW (1979)
 CY0684
 CY0684                         *CURRENT SURVEY CONTROL
 CY0684  ___________________________________________________________________
 CY0684* NAD 83(1986)-  32 25 12.     (N)    109 39 48.     (W)     SCALED    
 CY0684* NAVD 88     -      1327.222  (meters)    4354.39   (feet)  ADJUSTED  
 CY0684  ___________________________________________________________________
 CY0684  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0684  DYNAMIC HT  -        1325.247 (meters)    4347.91  (feet)  COMP
 CY0684  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 CY0684
 CY0684  VERT ORDER  -  FIRST     CLASS II
 CY0684
 CY0684.The horizontal coordinates were scaled from a topographic map and have
 CY0684.an estimated accuracy of +/- 6 seconds.
 CY0684
 CY0684.The orthometric height was determined by differential leveling
 CY0684.and adjusted by the National Geodetic Survey in June 1991..
 CY0684
 CY0684.The geoid height was determined by GEOID03.
 CY0684
 CY0684.The dynamic height is computed by dividing the NAVD 88
 CY0684.geopotential number by the normal gravity value computed on the
 CY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0684.degrees latitude (g = 980.6199 gals.).
 CY0684
 CY0684.The modeled gravity was interpolated from observed gravity values.
 CY0684
 CY0684;                    North         East    Units  Estimated Accuracy
 CY0684;SPC AZ E     -   157,550.      260,700.      MT  (+/- 180 meters Scaled)
 CY0684
 CY0684                          SUPERSEDED SURVEY CONTROL
 CY0684
 CY0684.No superseded survey control is available for this station.
 CY0684
 CY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA256877(NAD 83)
 CY0684_MARKER: DB = BENCH MARK DISK
 CY0684_SETTING: 66 = SET IN ROCK OUTCROP
 CY0684_SP_SET: ROCK OUTCROP
 CY0684_STAMPING: D 436 1979
 CY0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0684+STABILITY: POSITION/ELEVATION WELL
 CY0684
 CY0684  HISTORY     - Date     Condition        Report By
 CY0684  HISTORY     - 1979     MONUMENTED       NGS
 CY0684
 CY0684                          STATION DESCRIPTION
 CY0684
 CY0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0684'28.9 MI SOUTH FROM SAFFORD.
 CY0684'28.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0684'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF HIGHWAY MILE POST 92, SET IN
 CY0684'THE TOP OF A GRANITE OUTCROP, 22.5 FEET EAST OF THE CENTERLINE OF THE
 CY0684'HIGHWAY, 128 FEET NORTH OF THE SOUTH END OF A HIGHWAY CUT AND 1 FOOT
 CY0684'ABOVE THE BASE OF THE WITNESS POST.
 CY0684'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CY0684'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1160 ***********************************************************************
 DU1160  DESIGNATION -  D 437
 DU1160  PID         -  DU1160
 DU1160  STATE/COUNTY-  AZ/GILA
 DU1160  USGS QUAD   -  GLOBE (1982)
 DU1160
 DU1160                         *CURRENT SURVEY CONTROL
 DU1160  ___________________________________________________________________
 DU1160* NAD 83(1986)-  33 23 33.     (N)    110 46 58.     (W)     SCALED    
 DU1160* NAVD 88     -      1085.844  (meters)    3562.47   (feet)  ADJUSTED  
 DU1160  ___________________________________________________________________
 DU1160  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU1160  DYNAMIC HT  -        1084.371 (meters)    3557.64  (feet)  COMP
 DU1160  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 DU1160
 DU1160  VERT ORDER  -  FIRST     CLASS II
 DU1160
 DU1160.The horizontal coordinates were scaled from a topographic map and have
 DU1160.an estimated accuracy of +/- 6 seconds.
 DU1160
 DU1160.The orthometric height was determined by differential leveling
 DU1160.and adjusted by the National Geodetic Survey in June 1991..
 DU1160
 DU1160.The geoid height was determined by GEOID03.
 DU1160
 DU1160.The dynamic height is computed by dividing the NAVD 88
 DU1160.geopotential number by the normal gravity value computed on the
 DU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1160.degrees latitude (g = 980.6199 gals.).
 DU1160
 DU1160.The modeled gravity was interpolated from observed gravity values.
 DU1160
 DU1160;                    North         East    Units  Estimated Accuracy
 DU1160;SPC AZ E     -   265,450.      156,040.      MT  (+/- 180 meters Scaled)
 DU1160
 DU1160                          SUPERSEDED SURVEY CONTROL
 DU1160
 DU1160.No superseded survey control is available for this station.
 DU1160
 DU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB202948(NAD 83)
 DU1160_MARKER: DB = BENCH MARK DISK
 DU1160_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1160_SP_SET: BRIDGE SIDEWALK
 DU1160_STAMPING: D 437 1979
 DU1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1160+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 DU1160
 DU1160  HISTORY     - Date     Condition        Report By
 DU1160  HISTORY     - 1979     MONUMENTED       NGS
 DU1160  HISTORY     - 20030416 GOOD             AZ-007
 DU1160
 DU1160                          STATION DESCRIPTION
 DU1160
 DU1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1160'IN GLOBE.
 DU1160'0.5 MILES E ALONG US HWYS 60 AND 70 FROM THE NEW COUNTY
 DU1160'COURTHOUSE IN GLOBE, AT THE NE END OF A CONCRETE HWY BRIDGE
 DU1160'OVER THE SOUTHERN PACIFIC RR SWITCHING YARD. THE MARK IS SET
 DU1160'IN THE BRIDGE SIDEWALK, 7.6 METERS (25 FT) SW OF NE EDGE OF BRIDGE,
 DU1160'2.0 METERS (6.5 FT) SE OF NW EDGE OF BRIDGE SIDEWALK.
 DU1160'THIS MARK IS SET IN THE BRIDGE STRUCTURE WHOSE PILINGS GO TO A DEPTH
 DU1160'OF 35 FT.
 DU1160'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1160
 DU1160                          STATION RECOVERY (2003)
 DU1160
 DU1160'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1160'MONUMENT IS 0.5 MILES WEST ALONG US 60 FROM THE COUNTY COURTHOUSE. NOT
 DU1160'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1129 ***********************************************************************
 DU1129  DESIGNATION -  D 438
 DU1129  PID         -  DU1129
 DU1129  STATE/COUNTY-  AZ/GRAHAM
 DU1129  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1129
 DU1129                         *CURRENT SURVEY CONTROL
 DU1129  ___________________________________________________________________
 DU1129* NAD 83(1986)-  33 15 52.     (N)    110 18 18.     (W)     SCALED    
 DU1129* NAVD 88     -       851.050  (meters)    2792.15   (feet)  ADJUSTED  
 DU1129  ___________________________________________________________________
 DU1129  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DU1129  DYNAMIC HT  -         849.899 (meters)    2788.38  (feet)  COMP
 DU1129  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 DU1129
 DU1129  VERT ORDER  -  FIRST     CLASS II
 DU1129
 DU1129.The horizontal coordinates were scaled from a topographic map and have
 DU1129.an estimated accuracy of +/- 6 seconds.
 DU1129
 DU1129.The orthometric height was determined by differential leveling
 DU1129.and adjusted by the National Geodetic Survey in June 1991..
 DU1129
 DU1129.The geoid height was determined by GEOID03.
 DU1129
 DU1129.The dynamic height is computed by dividing the NAVD 88
 DU1129.geopotential number by the normal gravity value computed on the
 DU1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1129.degrees latitude (g = 980.6199 gals.).
 DU1129
 DU1129.The modeled gravity was interpolated from observed gravity values.
 DU1129
 DU1129;                    North         East    Units  Estimated Accuracy
 DU1129;SPC AZ E     -   251,090.      200,470.      MT  (+/- 180 meters Scaled)
 DU1129
 DU1129                          SUPERSEDED SURVEY CONTROL
 DU1129
 DU1129.No superseded survey control is available for this station.
 DU1129
 DU1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB647808(NAD 83)
 DU1129_MARKER: DB = BENCH MARK DISK
 DU1129_SETTING: 66 = SET IN ROCK OUTCROP
 DU1129_SP_SET: ROCK OUTCROP
 DU1129_STAMPING: D 438 1979
 DU1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1129+STABILITY: POSITION/ELEVATION WELL
 DU1129
 DU1129  HISTORY     - Date     Condition        Report By
 DU1129  HISTORY     - 1979     MONUMENTED       NGS
 DU1129
 DU1129                          STATION DESCRIPTION
 DU1129
 DU1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1129'25.0 KM NW FROM BYLAS.
 DU1129'25.0 KILOMETERS (15.6 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1129'THE POST OFFICE IN BYLAS, IN THE APPROXIMATE CENTER OF A BROAD FLAT
 DU1129'LEDGE OVERLOOKING SALT CREEK, SET IN THE TOP OF A 2- BY 3-METER
 DU1129'AREA OF EXPOSED BEDROCK, 30.2 METERS (99 FEET) SOUTHEAST OF THE
 DU1129'CENTERLINE OF A DIRT ROAD LEADING SOUTH DOWN TO THE CREEK BED AND
 DU1129'17.7 METERS (58 FEET) SOUTHWEST OF THE SOUTHWEST HIGHWAY RIGHT-OF-
 DU1129'WAY FENCE.
 DU1129'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 DU1129'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0738 ***********************************************************************
 CY0738  DESIGNATION -  D 439
 CY0738  PID         -  CY0738
 CY0738  STATE/COUNTY-  AZ/GRAHAM
 CY0738  USGS QUAD   -  EDEN (1985)
 CY0738
 CY0738                         *CURRENT SURVEY CONTROL
 CY0738  ___________________________________________________________________
 CY0738* NAD 83(1986)-  32 55 56.     (N)    109 53 28.     (W)     SCALED    
 CY0738* NAVD 88     -       846.952  (meters)    2778.71   (feet)  ADJUSTED  
 CY0738  ___________________________________________________________________
 CY0738  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0738  DYNAMIC HT  -         845.777 (meters)    2774.85  (feet)  COMP
 CY0738  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 CY0738
 CY0738  VERT ORDER  -  FIRST     CLASS II
 CY0738
 CY0738.The horizontal coordinates were scaled from a topographic map and have
 CY0738.an estimated accuracy of +/- 6 seconds.
 CY0738
 CY0738.The orthometric height was determined by differential leveling
 CY0738.and adjusted by the National Geodetic Survey in June 1991..
 CY0738
 CY0738.The geoid height was determined by GEOID03.
 CY0738
 CY0738.The dynamic height is computed by dividing the NAVD 88
 CY0738.geopotential number by the normal gravity value computed on the
 CY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0738.degrees latitude (g = 980.6199 gals.).
 CY0738
 CY0738.The modeled gravity was interpolated from observed gravity values.
 CY0738
 CY0738;                    North         East    Units  Estimated Accuracy
 CY0738;SPC AZ E     -   214,270.      239,130.      MT  (+/- 180 meters Scaled)
 CY0738
 CY0738                          SUPERSEDED SURVEY CONTROL
 CY0738
 CY0738.No superseded survey control is available for this station.
 CY0738
 CY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB036443(NAD 83)
 CY0738_MARKER: DB = BENCH MARK DISK
 CY0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0738_SP_SET: STAINLESS STEEL ROD
 CY0738_STAMPING: D 439 1979
 CY0738_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0738_ROD/PIPE-DEPTH: 9.75 meters
 CY0738
 CY0738  HISTORY     - Date     Condition        Report By
 CY0738  HISTORY     - 1979     MONUMENTED       NGS
 CY0738
 CY0738                          STATION DESCRIPTION
 CY0738
 CY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0738'4.8 MI NW FROM PIMA.
 CY0738'4.8 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0738'PIMA, 49.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 113
 CY0738'FEET SOUTHEAST OF HIGHWAY MILE POST 326, 15 FEET NORTHWEST OF THE
 CY0738'NORTHWEST END OF A METAL GATE IN THE RIGHT-OF-WAY FENCE AND 1 FOOT
 CY0738'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CY0738'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CY0738'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0017 ***********************************************************************
 DU0017  DESIGNATION -  D 44
 DU0017  PID         -  DU0017
 DU0017  STATE/COUNTY-  AZ/GILA
 DU0017  USGS QUAD   -  POPCORN CANYON (1966)
 DU0017
 DU0017                         *CURRENT SURVEY CONTROL
 DU0017  ___________________________________________________________________
 DU0017* NAD 83(1986)-  33 40 01.     (N)    110 15 56.     (W)     SCALED    
 DU0017* NAVD 88     -      1787.749  (meters)    5865.31   (feet)  ADJUSTED  
 DU0017  ___________________________________________________________________
 DU0017  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DU0017  DYNAMIC HT  -        1785.106 (meters)    5856.64  (feet)  COMP
 DU0017  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 DU0017
 DU0017  VERT ORDER  -  FIRST     CLASS II
 DU0017
 DU0017.The horizontal coordinates were scaled from a topographic map and have
 DU0017.an estimated accuracy of +/- 6 seconds.
 DU0017
 DU0017.The orthometric height was determined by differential leveling
 DU0017.and adjusted by the National Geodetic Survey in June 1991..
 DU0017
 DU0017.The geoid height was determined by GEOID03.
 DU0017
 DU0017.The dynamic height is computed by dividing the NAVD 88
 DU0017.geopotential number by the normal gravity value computed on the
 DU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0017.degrees latitude (g = 980.6199 gals.).
 DU0017
 DU0017.The modeled gravity was interpolated from observed gravity values.
 DU0017
 DU0017;                    North         East    Units  Estimated Accuracy
 DU0017;SPC AZ E     -   295,720.      204,190.      MT  (+/- 180 meters Scaled)
 DU0017
 DU0017                          SUPERSEDED SURVEY CONTROL
 DU0017
 DU0017  NGVD 29 (??/??/92) 1787.017  (m)         5862.90   (f) ADJ UNCH    1 2
 DU0017
 DU0017.Superseded values are not recommended for survey control.
 DU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0017.See file dsdata.txt to determine how the superseded data were derived.
 DU0017
 DU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC680254(NAD 83)
 DU0017_MARKER: DB = BENCH MARK DISK
 DU0017_SETTING: 66 = SET IN ROCK OUTCROP
 DU0017_SP_SET: LIMESTONE LEDGE
 DU0017_STAMPING: D 44 1934
 DU0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0017+STABILITY: POSITION/ELEVATION WELL
 DU0017
 DU0017  HISTORY     - Date     Condition        Report By
 DU0017  HISTORY     - 1934     MONUMENTED       CGS
 DU0017
 DU0017                          STATION DESCRIPTION
 DU0017
 DU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0017'29.3 MI SW FROM WHITERIVER.
 DU0017'IN GILA COUNTY, 29.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0017'WHITERIVER, NAVAJO COUNTY, 6.2 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0017'BLACK RIVER, AT THE CREST OF A RISE, 200 YARDS NORTHEAST OF A GRAVEL
 DU0017'PIT, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 DU0017'TOP OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED D 44 1934. NOTE--
 DU0017'24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0013 ***********************************************************************
 ES0013  DESIGNATION -  D 45
 ES0013  PID         -  ES0013
 ES0013  STATE/COUNTY-  AZ/NAVAJO
 ES0013  USGS QUAD   -  PORTER CANYON (1986)
 ES0013
 ES0013                         *CURRENT SURVEY CONTROL
 ES0013  ___________________________________________________________________
 ES0013* NAD 83(1986)-  34 46 46.     (N)    110 08 51.     (W)     SCALED    
 ES0013* NAVD 88     -      1654.617  (meters)    5428.52   (feet)  ADJUSTED  
 ES0013  ___________________________________________________________________
 ES0013  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0013  DYNAMIC HT  -        1652.307 (meters)    5420.94  (feet)  COMP
 ES0013  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 ES0013
 ES0013  VERT ORDER  -  FIRST     CLASS II
 ES0013
 ES0013.The horizontal coordinates were scaled from a topographic map and have
 ES0013.an estimated accuracy of +/- 6 seconds.
 ES0013
 ES0013.The orthometric height was determined by differential leveling
 ES0013.and adjusted by the National Geodetic Survey in June 1991..
 ES0013
 ES0013.The geoid height was determined by GEOID03.
 ES0013
 ES0013.The dynamic height is computed by dividing the NAVD 88
 ES0013.geopotential number by the normal gravity value computed on the
 ES0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0013.degrees latitude (g = 980.6199 gals.).
 ES0013
 ES0013.The modeled gravity was interpolated from observed gravity values.
 ES0013
 ES0013;                    North         East    Units  Estimated Accuracy
 ES0013;SPC AZ E     -   419,110.      215,110.      MT  (+/- 180 meters Scaled)
 ES0013
 ES0013                          SUPERSEDED SURVEY CONTROL
 ES0013
 ES0013  NGVD 29 (??/??/92) 1653.780  (m)         5425.78   (f) ADJ UNCH    1 2
 ES0013
 ES0013.Superseded values are not recommended for survey control.
 ES0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0013.See file dsdata.txt to determine how the superseded data were derived.
 ES0013
 ES0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD780489(NAD 83)
 ES0013_MARKER: DB = BENCH MARK DISK
 ES0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0013_STAMPING: D - 45 1934
 ES0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0013+STABILITY: SURFACE MOTION
 ES0013
 ES0013  HISTORY     - Date     Condition        Report By
 ES0013  HISTORY     - 1934     MONUMENTED       CGS
 ES0013  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0013
 ES0013                          STATION DESCRIPTION
 ES0013
 ES0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0013'10.0 MI S FROM HOLBROOK.
 ES0013'10.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  0.6 OF A MILE
 ES0013'SOUTH OF DELAPIDATED SHACK BESIDE THE TRACKS 75 FT. WEST OF CENTER
 ES0013'LINE OF APACHE R. R.  9 FT. SOUTH OF MILE POST NO. 10.  SET IN
 ES0013'CONCRETE POST 8 INCHES ABOVE THE GROUND.
 ES0013
 ES0013                          STATION RECOVERY (1983)
 ES0013
 ES0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0275 ***********************************************************************
 ER0275  DESIGNATION -  D 46
 ER0275  PID         -  ER0275
 ER0275  STATE/COUNTY-  AZ/NAVAJO
 ER0275  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0275
 ER0275                         *CURRENT SURVEY CONTROL
 ER0275  ___________________________________________________________________
 ER0275* NAD 83(1986)-  34 15 42.     (N)    109 54 21.     (W)     SCALED    
 ER0275* NAVD 88     -      2028.871  (meters)    6656.39   (feet)  ADJUSTED  
 ER0275  ___________________________________________________________________
 ER0275  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ER0275  DYNAMIC HT  -        2025.823 (meters)    6646.39  (feet)  COMP
 ER0275  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 ER0275
 ER0275  VERT ORDER  -  FIRST     CLASS II
 ER0275
 ER0275.The horizontal coordinates were scaled from a topographic map and have
 ER0275.an estimated accuracy of +/- 6 seconds.
 ER0275
 ER0275.The orthometric height was determined by differential leveling
 ER0275.and adjusted by the National Geodetic Survey in June 1991..
 ER0275
 ER0275.The geoid height was determined by GEOID03.
 ER0275
 ER0275.The dynamic height is computed by dividing the NAVD 88
 ER0275.geopotential number by the normal gravity value computed on the
 ER0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0275.degrees latitude (g = 980.6199 gals.).
 ER0275
 ER0275.The modeled gravity was interpolated from observed gravity values.
 ER0275
 ER0275;                    North         East    Units  Estimated Accuracy
 ER0275;SPC AZ E     -   361,710.      237,380.      MT  (+/- 180 meters Scaled)
 ER0275
 ER0275                          SUPERSEDED SURVEY CONTROL
 ER0275
 ER0275  NGVD 29 (??/??/92) 2027.979  (m)         6653.46   (f) ADJ UNCH    1 2
 ER0275
 ER0275.Superseded values are not recommended for survey control.
 ER0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0275.See file dsdata.txt to determine how the superseded data were derived.
 ER0275
 ER0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007917(NAD 83)
 ER0275_MARKER: DB = BENCH MARK DISK
 ER0275_SETTING: 66 = SET IN ROCK OUTCROP
 ER0275_SP_SET: OUTCROP
 ER0275_STAMPING: D 46 1934
 ER0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0275+STABILITY: POSITION/ELEVATION WELL
 ER0275
 ER0275  HISTORY     - Date     Condition        Report By
 ER0275  HISTORY     - 1934     MONUMENTED       CGS
 ER0275
 ER0275                          STATION DESCRIPTION
 ER0275
 ER0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0275'16.3 MI N FROM MCNARY.
 ER0275'16.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 82 FT. SOUTH OF
 ER0275'MILE POLE 56, 60 FT. EAST OF CENTER LINE OF TRACK, IN BASALT OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1217 ***********************************************************************
 DA1217  DESIGNATION -  D 469
 DA1217  PID         -  DA1217
 DA1217  STATE/COUNTY-  AZ/MARICOPA
 DA1217  USGS QUAD   -  BLACK GAP (1986)
 DA1217
 DA1217                         *CURRENT SURVEY CONTROL
 DA1217  ___________________________________________________________________
 DA1217* NAD 83(1986)-  32 47 42.     (N)    112 48 05.     (W)     SCALED    
 DA1217* NAVD 88     -       298.069  (meters)     977.91   (feet)  ADJUSTED  
 DA1217  ___________________________________________________________________
 DA1217  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA1217  DYNAMIC HT  -         297.722 (meters)     976.78  (feet)  COMP
 DA1217  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DA1217
 DA1217  VERT ORDER  -  FIRST     CLASS II
 DA1217
 DA1217.The horizontal coordinates were scaled from a topographic map and have
 DA1217.an estimated accuracy of +/- 6 seconds.
 DA1217
 DA1217.The orthometric height was determined by differential leveling
 DA1217.and adjusted by the National Geodetic Survey in June 1991..
 DA1217
 DA1217.The geoid height was determined by GEOID03.
 DA1217
 DA1217.The dynamic height is computed by dividing the NAVD 88
 DA1217.geopotential number by the normal gravity value computed on the
 DA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1217.degrees latitude (g = 980.6199 gals.).
 DA1217
 DA1217.The modeled gravity was interpolated from observed gravity values.
 DA1217
 DA1217;                    North         East    Units  Estimated Accuracy
 DA1217;SPC AZ C     -   199,370.      130,500.      MT  (+/- 180 meters Scaled)
 DA1217
 DA1217                          SUPERSEDED SURVEY CONTROL
 DA1217
 DA1217.No superseded survey control is available for this station.
 DA1217
 DA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB313299(NAD 83)
 DA1217_MARKER: I = METAL ROD
 DA1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1217_SP_SET: STAINLESS STEEL ROD
 DA1217_STAMPING: D 469 1980
 DA1217_MARK LOGO: NGS   
 DA1217_PROJECTION: FLUSH
 DA1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1217+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1217_ROD/PIPE-DEPTH: 3.0  meters
 DA1217
 DA1217  HISTORY     - Date     Condition        Report By
 DA1217  HISTORY     - 1980     MONUMENTED       NGS
 DA1217  HISTORY     - 20010730 GOOD             NGS
 DA1217  HISTORY     - 20060220 GOOD             USPSQD
 DA1217
 DA1217                          STATION DESCRIPTION
 DA1217
 DA1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1217'18.6 KM (11.5 MI) SW FROM GILA BEND.
 DA1217'18.6 KM (11.55 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1217'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI)
 DA1217'NORTHWEST OF STATE HIGHWAY 85 MILEPOST 12, AT THE BLACK GAP SIDING,
 DA1217'AT THE FIRST TELEGRAPH POLE NORTHEAST OF RAILWAY MILEPOLE 12, 30.5
 DA1217'METERS (100 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 110.6
 DA1217'METERS (363 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE IN THE
 DA1217'RIGHT-OF-WAY FENCE LINE, 61.0 METERS (200 FT) SOUTHEAST OF THE
 DA1217'CENTERLINE OF THE HIGHWAY, 48.8 METERS (160 FT) WEST OF THE SOUTHWEST
 DA1217'CORNER OF A SMALL WOODEN BUILDING, 7.5 METERS (24.5 FT) SOUTHWEST OF
 DA1217'AN IRON TELEGRAPH POLE, 0.3 METER (1.0 FT) NORTHWEST OF AN IRON
 DA1217'BRACE IN THE RIGHT-OF-WAY FENCE.
 DA1217'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA1217'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1217
 DA1217                          STATION RECOVERY (2001)
 DA1217
 DA1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1217'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1217
 DA1217                          STATION RECOVERY (2006)
 DA1217
 DA1217'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0229 ***********************************************************************
 ER0229  DESIGNATION -  D 47 RESET
 ER0229  PID         -  ER0229
 ER0229  STATE/COUNTY-  AZ/APACHE
 ER0229  USGS QUAD   -  SALADO (1984)
 ER0229
 ER0229                         *CURRENT SURVEY CONTROL
 ER0229  ___________________________________________________________________
 ER0229* NAD 83(1986)-  34 24 15.     (N)    109 24 39.     (W)     SCALED    
 ER0229* NAVD 88     -      1810.36   (meters)    5939.5    (feet)  RESET     
 ER0229  ___________________________________________________________________
 ER0229  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0229
 ER0229  VERT ORDER  -  THIRD
 ER0229
 ER0229.The horizontal coordinates were scaled from a topographic map and have
 ER0229.an estimated accuracy of +/- 6 seconds.
 ER0229
 ER0229.The orthometric height was computed from unverified reset data.
 ER0229
 ER0229.The geoid height was determined by GEOID03.
 ER0229
 ER0229;                    North         East    Units  Estimated Accuracy
 ER0229;SPC AZ E     -   377,740.      282,850.      MT  (+/- 180 meters Scaled)
 ER0229
 ER0229                          SUPERSEDED SURVEY CONTROL
 ER0229
 ER0229  NGVD 29 (03/28/06) 1809.50   (m)         5936.7    (f) RESET       3  
 ER0229
 ER0229.Superseded values are not recommended for survey control.
 ER0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0229.See file dsdata.txt to determine how the superseded data were derived.
 ER0229
 ER0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460081(NAD 83)
 ER0229_MARKER: DD = SURVEY DISK
 ER0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0229_SP_SET: CULVERT
 ER0229_STAMPING: D 47 1934 RESET 1941
 ER0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0229
 ER0229  HISTORY     - Date     Condition        Report By
 ER0229  HISTORY     - 1971     MONUMENTED       USGS
 ER0229
 ER0229                          STATION DESCRIPTION
 ER0229
 ER0229'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0229'8.85 MI S FROM ST JOHNS.
 ER0229'8.85 MILES SOUTH ALONG U. S. HIGHWAY 666 AND 180 FROM THE COURT HOUSE
 ER0229'IN ST. JOHNS, SET IN THE TOP OF THE WEST HEADWALL OF CULVERT OVER
 ER0229'LYMAN DITCH AND 22.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1141 ***********************************************************************
 DB1141  DESIGNATION -  D 470
 DB1141  PID         -  DB1141
 DB1141  STATE/COUNTY-  AZ/YUMA
 DB1141  USGS QUAD   -  LIGURTA (1965)
 DB1141
 DB1141                         *CURRENT SURVEY CONTROL
 DB1141  ___________________________________________________________________
 DB1141* NAD 83(1986)-  32 40 04.     (N)    114 19 00.     (W)     SCALED    
 DB1141* NAVD 88     -       159.581  (meters)     523.56   (feet)  ADJUSTED  
 DB1141  ___________________________________________________________________
 DB1141  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1141  DYNAMIC HT  -         159.397 (meters)     522.96  (feet)  COMP
 DB1141  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DB1141
 DB1141  VERT ORDER  -  FIRST     CLASS II
 DB1141
 DB1141.The horizontal coordinates were scaled from a topographic map and have
 DB1141.an estimated accuracy of +/- 6 seconds.
 DB1141
 DB1141.The orthometric height was determined by differential leveling
 DB1141.and adjusted by the National Geodetic Survey in June 1991..
 DB1141
 DB1141.The geoid height was determined by GEOID03.
 DB1141
 DB1141.The dynamic height is computed by dividing the NAVD 88
 DB1141.geopotential number by the normal gravity value computed on the
 DB1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1141.degrees latitude (g = 980.6199 gals.).
 DB1141
 DB1141.The modeled gravity was interpolated from observed gravity values.
 DB1141
 DB1141;                    North         East    Units  Estimated Accuracy
 DB1141;SPC AZ W     -   185,060.      160,210.      MT  (+/- 180 meters Scaled)
 DB1141
 DB1141                          SUPERSEDED SURVEY CONTROL
 DB1141
 DB1141.No superseded survey control is available for this station.
 DB1141
 DB1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS516176(NAD 83)
 DB1141_MARKER: DB = BENCH MARK DISK
 DB1141_SETTING: 66 = SET IN ROCK OUTCROP
 DB1141_SP_SET: ROCK OUTCROP
 DB1141_STAMPING: D 470 1981
 DB1141_MARK LOGO: NGS   
 DB1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1141+STABILITY: POSITION/ELEVATION WELL
 DB1141
 DB1141  HISTORY     - Date     Condition        Report By
 DB1141  HISTORY     - 1981     MONUMENTED       NGS
 DB1141
 DB1141                          STATION DESCRIPTION
 DB1141
 DB1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1141'30.1 KM (18.7 MI) SE FROM YUMA.
 DB1141'16.9 KM (10.5 MI) SOUTHEAST SLONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1141'4TH AVENUE IN YUMA, THENCE 13.2 KM (8.2 MI) SOUTHEAST ALONG THE EAST-
 DB1141'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.3 KM (0.2 MI) SOUTHWEST OF THE
 DB1141'WEST-BOUND LANE OVERPASS, SET IN TOP OF A ROCK OUTCROP AT THE
 DB1141'NORTHWEST EDGE OF THE SOUTHWEST END OF A LARGE ROCK CUT, 9.1 M
 DB1141'(30.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF THE
 DB1141'INTERSTATE, 6.1 M (20.0 FT) NORTHEAST OF THE NORTHWEST LEG OF A SIGN
 DB1141'READING -DOME VALLEY 1/2 MILE-, 2.4 M (8.0 FT) SOUTHEAST OF A METAL
 DB1141'GUARDRAIL, 2.4 M (8.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 DB1141'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DB1141'THE MARK IS 0.3 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0134 ***********************************************************************
 CH0134  DESIGNATION -  D 471
 CH0134  PID         -  CH0134
 CH0134  STATE/COUNTY-  AZ/PIMA
 CH0134  USGS QUAD   -  LUKEVILLE (1988)
 CH0134
 CH0134                         *CURRENT SURVEY CONTROL
 CH0134  ___________________________________________________________________
 CH0134* NAD 83(1986)-  31 59 05.     (N)    112 48 21.     (W)     SCALED    
 CH0134* NAVD 88     -       552.895  (meters)    1813.96   (feet)  ADJUSTED  
 CH0134  ___________________________________________________________________
 CH0134  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CH0134  DYNAMIC HT  -         552.172 (meters)    1811.58  (feet)  COMP
 CH0134  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CH0134
 CH0134  VERT ORDER  -  FIRST     CLASS II
 CH0134
 CH0134.The horizontal coordinates were scaled from a topographic map and have
 CH0134.an estimated accuracy of +/- 6 seconds.
 CH0134
 CH0134.The orthometric height was determined by differential leveling
 CH0134.and adjusted by the National Geodetic Survey in June 1991..
 CH0134
 CH0134.The geoid height was determined by GEOID03.
 CH0134
 CH0134.The dynamic height is computed by dividing the NAVD 88
 CH0134.geopotential number by the normal gravity value computed on the
 CH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0134.degrees latitude (g = 980.6199 gals.).
 CH0134
 CH0134.The modeled gravity was interpolated from observed gravity values.
 CH0134
 CH0134;                    North         East    Units  Estimated Accuracy
 CH0134;SPC AZ C     -   109,520.      129,330.      MT  (+/- 180 meters Scaled)
 CH0134
 CH0134                          SUPERSEDED SURVEY CONTROL
 CH0134
 CH0134.No superseded survey control is available for this station.
 CH0134
 CH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA293401(NAD 83)
 CH0134_MARKER: DB = BENCH MARK DISK
 CH0134_SETTING: 66 = SET IN ROCK OUTCROP
 CH0134_SP_SET: ROCK OUTCROP
 CH0134_STAMPING: D 471 1981
 CH0134_MARK LOGO: NGS   
 CH0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0134+STABILITY: POSITION/ELEVATION WELL
 CH0134
 CH0134  HISTORY     - Date     Condition        Report By
 CH0134  HISTORY     - 1981     MONUMENTED       NGS
 CH0134  HISTORY     - 19941110 GOOD             USPSQD
 CH0134
 CH0134                          STATION DESCRIPTION
 CH0134
 CH0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0134'11.9 KM (7.4 MI) NE FROM LUKEVILLE.
 CH0134'11.9 KM (7.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0134'IN LUKEVILLE, AT HIGHWAY MILEPOST 73, SET IN TOP OF A ROCK OUTCROP AT
 CH0134'THE APPROXIMATE CENTER OF A ROCK HIGHWAY CUT, 7.0 M (23.0 FT) EAST
 CH0134'OF THE CENTERLINE OF THE HIGHWAY, 46.9 M (154 FT) SOUTH OF THE
 CH0134'MILEPOST, 44.2 M (145 FT) NORTH OF THE SOUTH END OF THE CUT, 43.3 M
 CH0134'(142 FT) SOUTH OF THE NORTH END OF THE CUT.
 CH0134'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0134'THE MARK IS 0.9 M ABOVE THE HIGHWAY CENTERLINE.
 CH0134
 CH0134                          STATION RECOVERY (1994)
 CH0134
 CH0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0730 ***********************************************************************
 EU0730  DESIGNATION -  D 472
 EU0730  PID         -  EU0730
 EU0730  STATE/COUNTY-  AZ/MOHAVE
 EU0730  USGS QUAD   -  YUCCA NW (1970)
 EU0730
 EU0730                         *CURRENT SURVEY CONTROL
 EU0730  ___________________________________________________________________
 EU0730* NAD 83(1986)-  34 52 32.     (N)    114 09 16.     (W)     SCALED    
 EU0730* NAVD 88     -       549.655  (meters)    1803.33   (feet)  ADJUSTED  
 EU0730  ___________________________________________________________________
 EU0730  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0730  DYNAMIC HT  -         549.040 (meters)    1801.31  (feet)  COMP
 EU0730  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 EU0730
 EU0730  VERT ORDER  -  FIRST     CLASS II
 EU0730
 EU0730.The horizontal coordinates were scaled from a topographic map and have
 EU0730.an estimated accuracy of +/- 6 seconds.
 EU0730
 EU0730.The orthometric height was determined by differential leveling
 EU0730.and adjusted by the National Geodetic Survey in June 1991..
 EU0730
 EU0730.The geoid height was determined by GEOID03.
 EU0730
 EU0730.The dynamic height is computed by dividing the NAVD 88
 EU0730.geopotential number by the normal gravity value computed on the
 EU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0730.degrees latitude (g = 980.6199 gals.).
 EU0730
 EU0730.The modeled gravity was interpolated from observed gravity values.
 EU0730
 EU0730;                    North         East    Units  Estimated Accuracy
 EU0730;SPC AZ W     -   429,860.      176,390.      MT  (+/- 180 meters Scaled)
 EU0730
 EU0730                          SUPERSEDED SURVEY CONTROL
 EU0730
 EU0730.No superseded survey control is available for this station.
 EU0730
 EU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU600629(NAD 83)
 EU0730_MARKER: DB = BENCH MARK DISK
 EU0730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0730+WITH SETTING: PAVEMENT
 EU0730_SP_SET: WELL CASING
 EU0730_STAMPING: D 472 1981
 EU0730_MARK LOGO: NGS   
 EU0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0730+STABILITY: POSITION/ELEVATION WELL
 EU0730
 EU0730  HISTORY     - Date     Condition        Report By
 EU0730  HISTORY     - 1981     MONUMENTED       NGS
 EU0730  HISTORY     - 1981     GOOD             NGS
 EU0730  HISTORY     - 1981     GOOD             NGS
 EU0730
 EU0730                          STATION DESCRIPTION
 EU0730
 EU0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0730'IN YUCCA.
 EU0730'IN YUCCA, 0.25 KM (0.15 MI) SOUTH OF THE SANTA FE RAILROAD MILEPOST
 EU0730'540, AT THE NORTH END OF THE SANTA FE RAILROAD YARD, SET IN THE TOP
 EU0730'CENTER OF A CONCRETE WELL FOUNDATION, 27.0 METERS (88.5 FT) WEST OF
 EU0730'THE WEST RAIL, 51.2 METERS (168 FT) SOUTH OF THE CENTERLINE OF A DIRT
 EU0730'ROAD CROSSING THE TRACKS, 3.8 METERS (12.5 FT) NORTHEAST OF THE
 EU0730'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE WELL, 0.6 METERS
 EU0730'(2.0 FT) SOUTH OF THE WELL PUMP.
 EU0730'THE MARK IS 1.5 M BELOW THE TRACKS.
 EU0730
 EU0730                          STATION RECOVERY (1981)
 EU0730
 EU0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0730'RECOVERED IN GOOD CONDITION.
 EU0730
 EU0730                          STATION RECOVERY (1981)
 EU0730
 EU0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1303 ***********************************************************************
 DU1303  DESIGNATION -  D 473
 DU1303  PID         -  DU1303
 DU1303  STATE/COUNTY-  AZ/MARICOPA
 DU1303  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1303
 DU1303                         *CURRENT SURVEY CONTROL
 DU1303  ___________________________________________________________________
 DU1303* NAD 83(1986)-  33 32 21.     (N)    111 16 05.     (W)     SCALED    
 DU1303* NAVD 88     -       752.268  (meters)    2468.07   (feet)  ADJUSTED  
 DU1303  ___________________________________________________________________
 DU1303  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DU1303  DYNAMIC HT  -         751.303 (meters)    2464.90  (feet)  COMP
 DU1303  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 DU1303
 DU1303  VERT ORDER  -  FIRST     CLASS II
 DU1303
 DU1303.The horizontal coordinates were scaled from a topographic map and have
 DU1303.an estimated accuracy of +/- 6 seconds.
 DU1303
 DU1303.The orthometric height was determined by differential leveling
 DU1303.and adjusted by the National Geodetic Survey in June 1991..
 DU1303
 DU1303.The geoid height was determined by GEOID03.
 DU1303
 DU1303.The dynamic height is computed by dividing the NAVD 88
 DU1303.geopotential number by the normal gravity value computed on the
 DU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1303.degrees latitude (g = 980.6199 gals.).
 DU1303
 DU1303.The modeled gravity was interpolated from observed gravity values.
 DU1303
 DU1303;                    North         East    Units  Estimated Accuracy
 DU1303;SPC AZ C     -   281,730.      273,600.      MT  (+/- 180 meters Scaled)
 DU1303
 DU1303                          SUPERSEDED SURVEY CONTROL
 DU1303
 DU1303.No superseded survey control is available for this station.
 DU1303
 DU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC751110(NAD 83)
 DU1303_MARKER: DB = BENCH MARK DISK
 DU1303_SETTING: 66 = SET IN ROCK OUTCROP
 DU1303_SP_SET: ROCK OUTCROP
 DU1303_STAMPING: D 473 1980
 DU1303_MARK LOGO: NGS   
 DU1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1303+STABILITY: POSITION/ELEVATION WELL
 DU1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1303+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU1303
 DU1303  HISTORY     - Date     Condition        Report By
 DU1303  HISTORY     - 1980     MONUMENTED       NGS
 DU1303  HISTORY     - 20060812 GOOD             GEOCAC
 DU1303
 DU1303                          STATION DESCRIPTION
 DU1303
 DU1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1303'19.3 KM (12.0 MI) NE FROM TORTILLA FLAT.
 DU1303'19.3 KM (12.0 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU1303'OFFICE AT TORTILLA FLAT, 0.5 KM (0.3 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DU1303'227, 0.2 KM (0.1 MI) EAST OF A HIGHWAY MAINTENANCE YARD SHED, 0.1 KM
 DU1303'(0.05 MI) NORTHEAST OF THE EAST ONE OF TWO FRAME HOUSES FOR STATE
 DU1303'HIGHWAY DEPARTMENT WORKERS, 7.0 METERS (23.0 FT) NORTH OF THE
 DU1303'CENTERLINE OF THE HIGHWAY, 14.1 METERS (47.0 FT) SOUTH OF THE SOUTH
 DU1303'EDGE OF A MASSIVE GRANITE BOULDER PROJECTING 1.8 METERS (6.0 FT),
 DU1303'6.0 METERS (20.0 FT) EAST OF THE EAST EDGE OF A LARGE LIMESTONE
 DU1303'BOULDER.
 DU1303'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DU1303'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DU1303
 DU1303                          STATION RECOVERY (2006)
 DU1303
 DU1303'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1335 ***********************************************************************
 DU1335  DESIGNATION -  D 474
 DU1335  PID         -  DU1335
 DU1335  STATE/COUNTY-  AZ/MARICOPA
 DU1335  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1335
 DU1335                         *CURRENT SURVEY CONTROL
 DU1335  ___________________________________________________________________
 DU1335* NAD 83(1986)-  33 30 40.     (N)    111 42 19.     (W)     SCALED    
 DU1335* NAVD 88     -       396.315  (meters)    1300.24   (feet)  READJUSTED
 DU1335  ___________________________________________________________________
 DU1335  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1335  DYNAMIC HT  -         395.850 (meters)    1298.72  (feet)  COMP
 DU1335  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 DU1335
 DU1335  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1335
 DU1335.The horizontal coordinates were scaled from a topographic map and have
 DU1335.an estimated accuracy of +/- 6 seconds.
 DU1335
 DU1335.The orthometric height was determined by differential leveling
 DU1335.and adjusted by the National Geodetic Survey in April 1999..
 DU1335.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1335.distribution rate of 0.0 thru 1.0 mm/km.
 DU1335.The height was derived from older observations constrained to new
 DU1335.heights in a crustal motion area.  The height is approximate in
 DU1335.relation to other heights in its vicinity.
 DU1335
 DU1335.The geoid height was determined by GEOID03.
 DU1335
 DU1335.The dynamic height is computed by dividing the NAVD 88
 DU1335.geopotential number by the normal gravity value computed on the
 DU1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1335.degrees latitude (g = 980.6199 gals.).
 DU1335
 DU1335.The modeled gravity was interpolated from observed gravity values.
 DU1335
 DU1335;                    North         East    Units  Estimated Accuracy
 DU1335;SPC AZ C     -   278,450.      233,000.      MT  (+/- 180 meters Scaled)
 DU1335
 DU1335                          SUPERSEDED SURVEY CONTROL
 DU1335
 DU1335  NAVD 88 (06/15/91)  396.327  (m)         1300.28   (f) UNKNOWN     1 2
 DU1335
 DU1335.Superseded values are not recommended for survey control.
 DU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1335.See file dsdata.txt to determine how the superseded data were derived.
 DU1335
 DU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC344081(NAD 83)
 DU1335_MARKER: DB = BENCH MARK DISK
 DU1335_SETTING: 66 = SET IN ROCK OUTCROP
 DU1335_SP_SET: ROCK OUTCROP
 DU1335_STAMPING: D 474 1981
 DU1335_MARK LOGO: NGS   
 DU1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1335+STABILITY: POSITION/ELEVATION WELL
 DU1335
 DU1335  HISTORY     - Date     Condition        Report By
 DU1335  HISTORY     - 1981     MONUMENTED       NGS
 DU1335
 DU1335                          STATION DESCRIPTION
 DU1335
 DU1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1335'14.9 KM (9.3 MI) NORTH FROM BUCKHORN.
 DU1335'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1335'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.5 KILOMETERS (6.5 MILES)
 DU1335'NORTH ALONG BUSH HIGHWAY, THENCE 1.3 KILOMETER (0.85 MI)WEST ALONG
 DU1335'A GRAVEL ROAD, THENCE 0.5 KILOMETER (0.35 MILE) NORTH ALONG THE
 DU1335'RIVER ROAD, THENCE 1.0 KILOMETER (0.6 MILE) WEST ALONG THE DIRT ROAD
 DU1335'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, IN TOP
 DU1335'OF THE SOUTHWEST EDGE OF A 3 X 4.5 METER (10 X 15 FEET) EXPOSED
 DU1335'GRANITE OUTCROP PROJECTING 0.6 METER (2.0 FEET) ABOVE THE GROUND,
 DU1335'0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE PROMINENT CURVE IN THE
 DU1335'CANAL AND 29.0 METERS (91.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DU1335'SOUTH CANAL ROAD.
 DU1335'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DU1335'THE MARK IS 2.6 M BELOW THE CANAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1267 ***********************************************************************
 DV1267  DESIGNATION -  D 475
 DV1267  PID         -  DV1267
 DV1267  STATE/COUNTY-  AZ/MARICOPA
 DV1267  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1267
 DV1267                         *CURRENT SURVEY CONTROL
 DV1267  ___________________________________________________________________
 DV1267* NAD 83(1986)-  33 41 30.     (N)    112 12 07.     (W)     SCALED    
 DV1267* NAVD 88     -       412.288  (meters)    1352.65   (feet)  ADJUSTED  
 DV1267  ___________________________________________________________________
 DV1267  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1267  DYNAMIC HT  -         411.810 (meters)    1351.08  (feet)  COMP
 DV1267  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 DV1267
 DV1267  VERT ORDER  -  FIRST     CLASS II
 DV1267
 DV1267.The horizontal coordinates were scaled from a topographic map and have
 DV1267.an estimated accuracy of +/- 6 seconds.
 DV1267
 DV1267.The orthometric height was determined by differential leveling
 DV1267.and adjusted by the National Geodetic Survey in June 1991..
 DV1267
 DV1267.The geoid height was determined by GEOID03.
 DV1267
 DV1267.The dynamic height is computed by dividing the NAVD 88
 DV1267.geopotential number by the normal gravity value computed on the
 DV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1267.degrees latitude (g = 980.6199 gals.).
 DV1267
 DV1267.The modeled gravity was interpolated from observed gravity values.
 DV1267
 DV1267;                    North         East    Units  Estimated Accuracy
 DV1267;SPC AZ C     -   298,490.      186,910.      MT  (+/- 180 meters Scaled)
 DV1267
 DV1267                          SUPERSEDED SURVEY CONTROL
 DV1267
 DV1267.No superseded survey control is available for this station.
 DV1267
 DV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC886286(NAD 83)
 DV1267_MARKER: DB = BENCH MARK DISK
 DV1267_SETTING: 66 = SET IN ROCK OUTCROP
 DV1267_SP_SET: ROCK OUTCROP
 DV1267_STAMPING: D 475 1981
 DV1267_MARK LOGO: NGS   
 DV1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1267+STABILITY: POSITION/ELEVATION WELL
 DV1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1267+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DV1267
 DV1267  HISTORY     - Date     Condition        Report By
 DV1267  HISTORY     - 1981     MONUMENTED       NGS
 DV1267  HISTORY     - 1983     GOOD             AZDT
 DV1267  HISTORY     - 19990107 GOOD             USPSQD
 DV1267  HISTORY     - 20000109 GOOD             USPSQD
 DV1267  HISTORY     - 20060808 GOOD             GEOCAC
 DV1267
 DV1267                          STATION DESCRIPTION
 DV1267
 DV1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1267'32.3 KM (20.1 MI) NW FROM PHOENIX.
 DV1267'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1267'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI)
 DV1267'WEST ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH
 DV1267'AVENUE, AT A CUT THROUGH A SMALL GRANITE HILL, IN TOP OF A GRANITE
 DV1267'OUTCROP PROJECTING 5 FT ABOVE THE GROUND, IN A LOW SADDLE BETWEEN
 DV1267'THE AVENUE AND A MOUNTAIN, AT THE BASE OF AND ON THE WEST SLOPE OF
 DV1267'THE MOUNTAIN, AT THE NORTHWEST EDGE OF A PILE OF LARGE GRANITE
 DV1267'BOULDERS, 82 METERS (269 FT) EAST OF THE CENTERLINE OF THE AVENUE,
 DV1267'74.7 METERS (245 FT) EAST OF POWER LINE POLE 5.
 DV1267'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1267'THE MARK IS 1.8 M BELOW THE TOP OF THE BOULDERS.
 DV1267
 DV1267                          STATION RECOVERY (1983)
 DV1267
 DV1267'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (1999)
 DV1267
 DV1267'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (2000)
 DV1267
 DV1267'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (2006)
 DV1267
 DV1267'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1242 ***********************************************************************
 DV1242  DESIGNATION -  D 476
 DV1242  PID         -  DV1242
 DV1242  STATE/COUNTY-  AZ/MARICOPA
 DV1242  USGS QUAD   -  COTTON CENTER (1973)
 DV1242
 DV1242                         *CURRENT SURVEY CONTROL
 DV1242  ___________________________________________________________________
 DV1242* NAD 83(1986)-  33 02 37.     (N)    112 39 58.     (W)     SCALED    
 DV1242* NAVD 88     -       209.877  (meters)     688.57   (feet)  ADJUSTED  
 DV1242  ___________________________________________________________________
 DV1242  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1242  DYNAMIC HT  -         209.631 (meters)     687.76  (feet)  COMP
 DV1242  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 DV1242
 DV1242  VERT ORDER  -  FIRST     CLASS II
 DV1242
 DV1242.The horizontal coordinates were scaled from a topographic map and have
 DV1242.an estimated accuracy of +/- 6 seconds.
 DV1242
 DV1242.The orthometric height was determined by differential leveling
 DV1242.and adjusted by the National Geodetic Survey in June 1991..
 DV1242
 DV1242.The geoid height was determined by GEOID03.
 DV1242
 DV1242.The dynamic height is computed by dividing the NAVD 88
 DV1242.geopotential number by the normal gravity value computed on the
 DV1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1242.degrees latitude (g = 980.6199 gals.).
 DV1242
 DV1242.The modeled gravity was interpolated from observed gravity values.
 DV1242
 DV1242;                    North         East    Units  Estimated Accuracy
 DV1242;SPC AZ C     -   226,840.      143,360.      MT  (+/- 180 meters Scaled)
 DV1242
 DV1242                          SUPERSEDED SURVEY CONTROL
 DV1242
 DV1242.No superseded survey control is available for this station.
 DV1242
 DV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444573(NAD 83)
 DV1242_MARKER: DB = BENCH MARK DISK
 DV1242_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1242_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1242_STAMPING: D 476 1981
 DV1242_MARK LOGO: NGS   
 DV1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1242+STABILITY: POSITION/ELEVATION WELL
 DV1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1242+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1242
 DV1242  HISTORY     - Date     Condition        Report By
 DV1242  HISTORY     - 1981     MONUMENTED       NGS
 DV1242  HISTORY     - 20060128 GOOD             USPSQD
 DV1242  HISTORY     - 20060129 GOOD             USPSQD
 DV1242
 DV1242                          STATION DESCRIPTION
 DV1242
 DV1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1242'12.7 KM (7.9 MI) NORTH FROM GILA BEND.
 DV1242'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1242'STATION AT GILA BEND, THENCE 11.35 KM (7.05 MI) NORTH ALONG THE
 DV1242'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP, IN
 DV1242'TOP OF THE NORTHEAST CORNER OF THE 5 BY 5 FOOT CONCRET PAD WHICH IS
 DV1242'ATTACHED TO THE WELL CASING, AT THE NORTHWEST CORNER OF THE T JUNCTION
 DV1242'OF FORNES ROAD, 30.2 METERS (99 FT) WEST OF THE CENTERLINE OF THE
 DV1242'ROAD, 27.5 METERS (90 FT) NORTH OF THE CENTERLINE OF FORNES ROAD,
 DV1242'8.2 METERS (27 FT ) NORTH OF A POWER LINE POLE BEARING 3 TRANSFORMERS,
 DV1242'0.65 METER (2.2 FT) NORTHEAST OF THE CENTER OF THE PUMP, 0.45 METER
 DV1242'(1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD, 0.5 METER (1.6 FT) WEST
 DV1242'OF THE EAST EDGE OF THE PAD.
 DV1242'THE MARK IS 0.5 M BELOW THE ROAD.
 DV1242
 DV1242                          STATION RECOVERY (2006)
 DV1242
 DV1242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1242'RECOVERED AS DESCRIBED.
 DV1242
 DV1242                          STATION RECOVERY (2006)
 DV1242
 DV1242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1242'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1368 ***********************************************************************
 DV1368  DESIGNATION -  D 477
 DV1368  PID         -  DV1368
 DV1368  STATE/COUNTY-  AZ/LA PAZ
 DV1368  USGS QUAD   -  SOCORRO MINE (1990)
 DV1368
 DV1368                         *CURRENT SURVEY CONTROL
 DV1368  ___________________________________________________________________
 DV1368* NAD 83(1986)-  33 39 17.     (N)    113 23 33.     (W)     SCALED    
 DV1368* NAVD 88     -       460.709  (meters)    1511.51   (feet)  ADJUSTED  
 DV1368  ___________________________________________________________________
 DV1368  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1368  DYNAMIC HT  -         460.168 (meters)    1509.73  (feet)  COMP
 DV1368  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 DV1368
 DV1368  VERT ORDER  -  FIRST     CLASS II
 DV1368
 DV1368.The horizontal coordinates were scaled from a topographic map and have
 DV1368.an estimated accuracy of +/- 6 seconds.
 DV1368
 DV1368.The orthometric height was determined by differential leveling
 DV1368.and adjusted by the National Geodetic Survey in June 1991..
 DV1368
 DV1368.The geoid height was determined by GEOID03.
 DV1368
 DV1368.The dynamic height is computed by dividing the NAVD 88
 DV1368.geopotential number by the normal gravity value computed on the
 DV1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1368.degrees latitude (g = 980.6199 gals.).
 DV1368
 DV1368.The modeled gravity was interpolated from observed gravity values.
 DV1368
 DV1368;                    North         East    Units  Estimated Accuracy
 DV1368;SPC AZ W     -   294,430.      246,520.      MT  (+/- 180 meters Scaled)
 DV1368
 DV1368                          SUPERSEDED SURVEY CONTROL
 DV1368
 DV1368.No superseded survey control is available for this station.
 DV1368
 DV1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC781264(NAD 83)
 DV1368_MARKER: I = METAL ROD
 DV1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1368_SP_SET: STAINLESS STEEL ROD
 DV1368_STAMPING: D 477 1981
 DV1368_MARK LOGO: NGS   
 DV1368_PROJECTION: FLUSH
 DV1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1368_ROD/PIPE-DEPTH: 7.3  meters
 DV1368
 DV1368  HISTORY     - Date     Condition        Report By
 DV1368  HISTORY     - 1981     MONUMENTED       NGS
 DV1368  HISTORY     - 20060519 GOOD             GEOCAC
 DV1368
 DV1368                          STATION DESCRIPTION
 DV1368
 DV1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1368'25.65 KM (15.95 MI) SE FROM SALOME.
 DV1368'25.65 KM (15.95 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION
 DV1368'OF US HIGHWAY 60 AT SALOME ROAD, AT THE NORTHWEST END OF A SLIGHT S
 DV1368'CURVE IN THE ROAD, 18.3 METERS (60 FT) SOUTHWEST OF THE CENTERLINE OF
 DV1368'THE ROAD, 11.5 METERS (37.7 FT) NORTHEAST OF AN UNDERGROUND TELEPHONE
 DV1368'CABLE WOODEN WITNESS POST 357.
 DV1368'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 DV1368'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1368
 DV1368                          STATION RECOVERY (2006)
 DV1368
 DV1368'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1368'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1368' 
 DV1368'33 39 17.82 (N)   113 23 31.38 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1409 ***********************************************************************
 DV1409  DESIGNATION -  D 478
 DV1409  PID         -  DV1409
 DV1409  STATE/COUNTY-  AZ/LA PAZ
 DV1409  USGS QUAD   -  HOPE (1990)
 DV1409
 DV1409                         *CURRENT SURVEY CONTROL
 DV1409  ___________________________________________________________________
 DV1409* NAD 83(1986)-  33 43 35.     (N)    113 41 05.     (W)     SCALED    
 DV1409* NAVD 88     -       514.077  (meters)    1686.60   (feet)  ADJUSTED  
 DV1409  ___________________________________________________________________
 DV1409  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1409  DYNAMIC HT  -         513.482 (meters)    1684.65  (feet)  COMP
 DV1409  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DV1409
 DV1409  VERT ORDER  -  FIRST     CLASS II
 DV1409
 DV1409.The horizontal coordinates were scaled from a topographic map and have
 DV1409.an estimated accuracy of +/- 6 seconds.
 DV1409
 DV1409.The orthometric height was determined by differential leveling
 DV1409.and adjusted by the National Geodetic Survey in June 1991..
 DV1409
 DV1409.The geoid height was determined by GEOID03.
 DV1409
 DV1409.The dynamic height is computed by dividing the NAVD 88
 DV1409.geopotential number by the normal gravity value computed on the
 DV1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1409.degrees latitude (g = 980.6199 gals.).
 DV1409
 DV1409.The modeled gravity was interpolated from observed gravity values.
 DV1409
 DV1409;                    North         East    Units  Estimated Accuracy
 DV1409;SPC AZ W     -   302,320.      219,410.      MT  (+/- 180 meters Scaled)
 DV1409
 DV1409                          SUPERSEDED SURVEY CONTROL
 DV1409
 DV1409.No superseded survey control is available for this station.
 DV1409
 DV1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC512350(NAD 83)
 DV1409_MARKER: DB = BENCH MARK DISK
 DV1409_SETTING: 66 = SET IN ROCK OUTCROP
 DV1409_SP_SET: ROCK OUTCROP
 DV1409_STAMPING: D 478 1981
 DV1409_MARK LOGO: NGS   
 DV1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1409+STABILITY: POSITION/ELEVATION WELL
 DV1409
 DV1409  HISTORY     - Date     Condition        Report By
 DV1409  HISTORY     - 1981     MONUMENTED       NGS
 DV1409
 DV1409                          STATION DESCRIPTION
 DV1409
 DV1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1409'9.7 KM (6.05 MI) SW FROM SALOME.
 DV1409'9.7 KM (6.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1409'SALOME ROAD IN SALOME, 0.55 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DV1409'51, AT THE SOUTHWEST END OF THE GRANITE WASH MOUNTAINS, SET IN THE
 DV1409'SOUTHEAST SLOPE OF AN OUTCROP ON A CUT FOR THE ABANDONED OLD HIGHWAY,
 DV1409'40.4 METERS (133 FT) NORTHWEST ACROSS THE OLD HIGHWAY FROM THE
 DV1409'CENTERLINE OF HIGHWAY 60, 44.7 (147 FT) NORTH OF POWER POLE NUMBER
 DV1409'37/10, 35.4 METERS (116 FT) NORTHWEST OF THE WEST CORNER OF A CONCRETE
 DV1409'HIGHWAY BRIDGE OVER A DRY WASH, 26.8 METERS (88.0 FT) SOUTHWEST OF THE
 DV1409'WEST CORNER OF A BRIDGE ON THE OLD HIGHWAY OVER A DRY WASH, 10.1
 DV1409'METERS (33.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 DV1409'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1409'THE MARK IS 0.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1303 ***********************************************************************
 DW1303  DESIGNATION -  D 479
 DW1303  PID         -  DW1303
 DW1303  STATE/COUNTY-  AZ/LA PAZ
 DW1303  USGS QUAD   -  QUARTZSITE (1990)
 DW1303
 DW1303                         *CURRENT SURVEY CONTROL
 DW1303  ___________________________________________________________________
 DW1303* NAD 83(1986)-  33 39 35.     (N)    114 14 27.     (W)     SCALED    
 DW1303* NAVD 88     -       279.452  (meters)     916.84   (feet)  ADJUSTED  
 DW1303  ___________________________________________________________________
 DW1303  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW1303  DYNAMIC HT  -         279.139 (meters)     915.81  (feet)  COMP
 DW1303  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 DW1303
 DW1303  VERT ORDER  -  FIRST     CLASS II
 DW1303
 DW1303.The horizontal coordinates were scaled from a topographic map and have
 DW1303.an estimated accuracy of +/- 6 seconds.
 DW1303
 DW1303.The orthometric height was determined by differential leveling
 DW1303.and adjusted by the National Geodetic Survey in June 1991..
 DW1303
 DW1303.The geoid height was determined by GEOID03.
 DW1303
 DW1303.The dynamic height is computed by dividing the NAVD 88
 DW1303.geopotential number by the normal gravity value computed on the
 DW1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1303.degrees latitude (g = 980.6199 gals.).
 DW1303
 DW1303.The modeled gravity was interpolated from observed gravity values.
 DW1303
 DW1303;                    North         East    Units  Estimated Accuracy
 DW1303;SPC AZ W     -   295,030.      167,840.      MT  (+/- 180 meters Scaled)
 DW1303
 DW1303                          SUPERSEDED SURVEY CONTROL
 DW1303
 DW1303.No superseded survey control is available for this station.
 DW1303
 DW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT558278(NAD 83)
 DW1303_MARKER: DB = BENCH MARK DISK
 DW1303_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1303_SP_SET: BRIDGE PIER
 DW1303_STAMPING: D 479 1981
 DW1303_MARK LOGO: NGS   
 DW1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1303
 DW1303  HISTORY     - Date     Condition        Report By
 DW1303  HISTORY     - 1981     MONUMENTED       NGS
 DW1303
 DW1303                          STATION DESCRIPTION
 DW1303
 DW1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1303'2.2 KM (1.4 MI) WEST FROM QUARTZSITE.
 DW1303'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1303'95 OVERPASS IN QUARTZSITE, 0.7 KM (0.45 MI) WEST OF HIGHWAY MILEPOST
 DW1303'18, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER OF THE WEST
 DW1303'OVERPASS FOR INTERSTATE 10 BUSINESS ROUTE, 16.1 METERS (53.0 FT) SOUTH
 DW1303'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 1.3
 DW1303'METERS (4.3 FT) WEST OF THE EAST EDGE OF THE PIER, 1.6 METERS (5.3 FT)
 DW1303'ABOVE THE GROUND.
 DW1303'THE MARK IS 1.0 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0168 ***********************************************************************
 ER0168  DESIGNATION -  D 48
 ER0168  PID         -  ER0168
 ER0168  STATE/COUNTY-  AZ/APACHE
 ER0168  USGS QUAD   -  CEADRO SPRING (1984)
 ER0168
 ER0168                         *CURRENT SURVEY CONTROL
 ER0168  ___________________________________________________________________
 ER0168* NAD 83(1986)-  34 45 42.     (N)    109 14 32.     (W)     SCALED    
 ER0168* NAVD 88     -      1780.913  (meters)    5842.88   (feet)  ADJUSTED  
 ER0168  ___________________________________________________________________
 ER0168  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ER0168  DYNAMIC HT  -        1778.357 (meters)    5834.49  (feet)  COMP
 ER0168  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 ER0168
 ER0168  VERT ORDER  -  SECOND    CLASS 0
 ER0168
 ER0168.The horizontal coordinates were scaled from a topographic map and have
 ER0168.an estimated accuracy of +/- 6 seconds.
 ER0168
 ER0168.The orthometric height was determined by differential leveling
 ER0168.and adjusted by the National Geodetic Survey in June 1991..
 ER0168
 ER0168.The geoid height was determined by GEOID03.
 ER0168
 ER0168.The dynamic height is computed by dividing the NAVD 88
 ER0168.geopotential number by the normal gravity value computed on the
 ER0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0168.degrees latitude (g = 980.6199 gals.).
 ER0168
 ER0168.The modeled gravity was interpolated from observed gravity values.
 ER0168
 ER0168;                    North         East    Units  Estimated Accuracy
 ER0168;SPC AZ E     -   417,530.      297,990.      MT  (+/- 180 meters Scaled)
 ER0168
 ER0168                          SUPERSEDED SURVEY CONTROL
 ER0168
 ER0168  NGVD 29 (??/??/92) 1780.033  (m)         5839.99   (f) ADJ UNCH    2 0
 ER0168
 ER0168.Superseded values are not recommended for survey control.
 ER0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0168.See file dsdata.txt to determine how the superseded data were derived.
 ER0168
 ER0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD608480(NAD 83)
 ER0168_MARKER: DB = BENCH MARK DISK
 ER0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0168_STAMPING: D 48 1934
 ER0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0168+STABILITY: SURFACE MOTION
 ER0168
 ER0168  HISTORY     - Date     Condition        Report By
 ER0168  HISTORY     - 1934     MONUMENTED       CGS
 ER0168
 ER0168                          STATION DESCRIPTION
 ER0168
 ER0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0168'20.6 MI N FROM ST JOHNS.
 ER0168'20.6 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0168'61, 3.4 MILE NORTH OF ZUNI RIVER BRIDGE, AT SOUTH EDGE OF SMALL
 ER0168'VALLEY, 5 FEET WEST OF FENCE LINE, AND 42 FEET EAST OF CENTER LINE OF
 ER0168'HWY.  CONCRETE POST 3 INCHES HIGH.  NOTE-- 19.8 MI NORTH OF ST. JOHNS
 ER0168'ALONG US HIGHWAY 666 FROM THE INTERSECTION OF US HWY 666 AND 666 US
 ER0168'HWY 180 IN ST. JOHNS.  .3 MI NORTH OF A RD TO A RANCH EAST AND 3.4 MI
 ER0168'NORTH OF THE ZUNI RIVER.  BM IS 63 FT. WEST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1486 ***********************************************************************
 DV1486  DESIGNATION -  D 480
 DV1486  PID         -  DV1486
 DV1486  STATE/COUNTY-  AZ/LA PAZ
 DV1486  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1486
 DV1486                         *CURRENT SURVEY CONTROL
 DV1486  ___________________________________________________________________
 DV1486* NAD 83(1986)-  33 57 45.     (N)    113 33 42.     (W)     SCALED    
 DV1486* NAVD 88     -       734.128  (meters)    2408.55   (feet)  ADJUSTED  
 DV1486  ___________________________________________________________________
 DV1486  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1486  DYNAMIC HT  -         733.266 (meters)    2405.72  (feet)  COMP
 DV1486  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DV1486
 DV1486  VERT ORDER  -  FIRST     CLASS II
 DV1486
 DV1486.The horizontal coordinates were scaled from a topographic map and have
 DV1486.an estimated accuracy of +/- 6 seconds.
 DV1486
 DV1486.The orthometric height was determined by differential leveling
 DV1486.and adjusted by the National Geodetic Survey in June 1991..
 DV1486
 DV1486.The geoid height was determined by GEOID03.
 DV1486
 DV1486.The dynamic height is computed by dividing the NAVD 88
 DV1486.geopotential number by the normal gravity value computed on the
 DV1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1486.degrees latitude (g = 980.6199 gals.).
 DV1486
 DV1486.The modeled gravity was interpolated from observed gravity values.
 DV1486
 DV1486;                    North         East    Units  Estimated Accuracy
 DV1486;SPC AZ W     -   328,520.      230,770.      MT  (+/- 180 meters Scaled)
 DV1486
 DV1486                          SUPERSEDED SURVEY CONTROL
 DV1486
 DV1486.No superseded survey control is available for this station.
 DV1486
 DV1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC633609(NAD 83)
 DV1486_MARKER: DB = BENCH MARK DISK
 DV1486_SETTING: 66 = SET IN ROCK OUTCROP
 DV1486_SP_SET: ROCK OUTCROP
 DV1486_STAMPING: D 480 1981
 DV1486_MARK LOGO: NGS   
 DV1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1486+STABILITY: POSITION/ELEVATION WELL
 DV1486
 DV1486  HISTORY     - Date     Condition        Report By
 DV1486  HISTORY     - 1981     MONUMENTED       NGS
 DV1486
 DV1486                          STATION DESCRIPTION
 DV1486
 DV1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1486'16.6 KM (10.35 MI) NORT FROM WENDEN.
 DV1486'16.4 KM (10.2 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1486'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, THENCE 0.25 KM (0.15 MI) SOUTH
 DV1486'ALONG A DIRT ROAD, AT THE LITTLE GIANT MINE SHAFT, SET IN TOP OF A
 DV1486'SMALL SHELF OF ROCK OUTCROP SOUTHEAST OF THE MINE SHAFT, 5.1 METERS
 DV1486'(16.7 FT) SOUTHEAST OF THE SOUTH CORNER OF THE WOODEN RETAINING BOX
 DV1486'FOR THE MOUTH OF THE SHAFT, 4.0 METERS (13.0 FT) EAST-NORTHEAST OF THE
 DV1486'EAST LEG OF THE LARGE WOODEN A-FRAME ORE HOIST.
 DV1486'THE MARK IS 0.9 METERS  NNW FROM A WITNESS POST.
 DV1486'THE MARK IS 0.35 M ABOVE RETAINING BOX TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0773 ***********************************************************************
 ET0773  DESIGNATION -  D 481
 ET0773  PID         -  ET0773
 ET0773  STATE/COUNTY-  AZ/LA PAZ
 ET0773  USGS QUAD   -  ALAMO DAM (1990)
 ET0773
 ET0773                         *CURRENT SURVEY CONTROL
 ET0773  ___________________________________________________________________
 ET0773* NAD 83(1986)-  34 13 43.     (N)    113 34 56.     (W)     SCALED    
 ET0773* NAVD 88     -       389.901  (meters)    1279.20   (feet)  ADJUSTED  
 ET0773  ___________________________________________________________________
 ET0773  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0773  DYNAMIC HT  -         389.467 (meters)    1277.78  (feet)  COMP
 ET0773  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 ET0773
 ET0773  VERT ORDER  -  FIRST     CLASS II
 ET0773
 ET0773.The horizontal coordinates were scaled from a topographic map and have
 ET0773.an estimated accuracy of +/- 6 seconds.
 ET0773
 ET0773.The orthometric height was determined by differential leveling
 ET0773.and adjusted by the National Geodetic Survey in June 1991..
 ET0773
 ET0773.The geoid height was determined by GEOID03.
 ET0773
 ET0773.The dynamic height is computed by dividing the NAVD 88
 ET0773.geopotential number by the normal gravity value computed on the
 ET0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0773.degrees latitude (g = 980.6199 gals.).
 ET0773
 ET0773.The modeled gravity was interpolated from observed gravity values.
 ET0773
 ET0773;                    North         East    Units  Estimated Accuracy
 ET0773;SPC AZ W     -   358,040.      228,820.      MT  (+/- 180 meters Scaled)
 ET0773
 ET0773                          SUPERSEDED SURVEY CONTROL
 ET0773
 ET0773.No superseded survey control is available for this station.
 ET0773
 ET0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC621905(NAD 83)
 ET0773_MARKER: DB = BENCH MARK DISK
 ET0773_SETTING: 66 = SET IN ROCK OUTCROP
 ET0773_SP_SET: ROCK OUTCROP
 ET0773_STAMPING: D 481 1981
 ET0773_MARK LOGO: NGS   
 ET0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0773+STABILITY: POSITION/ELEVATION WELL
 ET0773
 ET0773  HISTORY     - Date     Condition        Report By
 ET0773  HISTORY     - 1981     MONUMENTED       NGS
 ET0773  HISTORY     - 19990306 GOOD             USPSQD
 ET0773
 ET0773                          STATION DESCRIPTION
 ET0773
 ET0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0773'2.1 KM (1.35 MI) SE FROM ALAMO LAKE.
 ET0773'2.1 KM (1.35 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0773'SOUTHEAST END OF ALAMO DAM, 0.55 KM (0.35 MI) WEST OF THE RANGER
 ET0773'STATION AT THE JUNCTION OF LAKE VIEW DRIVE, AT THE SOUTHEAST END OF A
 ET0773'LONG ROAD CURVE, AT THE SOUTHEAST END OF A SHORT ROCK CUT, SET IN TOP
 ET0773'OF A ROCK OUTCROP, 6.3 METERS (20.7 FT) NORTHEAST OF THE CENTERLINE OF
 ET0773'THE ROAD, 30.5 METERS (100 FT) NORTHWEST OF THE NORTHWEST END OF A
 ET0773'SHORT GALVANIZED STEEL GUARDRAIL.
 ET0773'THE MARK IS 1.0 M ABOVE THE ROAD CENTERLINE.
 ET0773
 ET0773                          STATION RECOVERY (1999)
 ET0773
 ET0773'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0798 ***********************************************************************
 ET0798  DESIGNATION -  D 482
 ET0798  PID         -  ET0798
 ET0798  STATE/COUNTY-  AZ/MOHAVE
 ET0798  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0798
 ET0798                         *CURRENT SURVEY CONTROL
 ET0798  ___________________________________________________________________
 ET0798* NAD 83(1986)-  34 22 20.     (N)    113 42 42.     (W)     SCALED    
 ET0798* NAVD 88     -       681.144  (meters)    2234.72   (feet)  ADJUSTED  
 ET0798  ___________________________________________________________________
 ET0798  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET0798  DYNAMIC HT  -         680.351 (meters)    2232.12  (feet)  COMP
 ET0798  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 ET0798  OBS GRAVITY -     979,449.7   (mgal)                       GRAV_OBS
 ET0798
 ET0798  VERT ORDER  -  FIRST     CLASS II
 ET0798
 ET0798.The horizontal coordinates were scaled from a topographic map and have
 ET0798.an estimated accuracy of +/- 6 seconds.
 ET0798
 ET0798.The orthometric height was determined by differential leveling
 ET0798.and adjusted by the National Geodetic Survey in June 1991..
 ET0798
 ET0798.The geoid height was determined by GEOID03.
 ET0798
 ET0798.The dynamic height is computed by dividing the NAVD 88
 ET0798.geopotential number by the normal gravity value computed on the
 ET0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0798.degrees latitude (g = 980.6199 gals.).
 ET0798
 ET0798.The modeled gravity was interpolated from observed gravity values.
 ET0798.The observed gravity was obtained from relative gravimeter ties
 ET0798.to the IGSN71 gravity network.
 ET0798
 ET0798;                    North         East    Units  Estimated Accuracy
 ET0798;SPC AZ W     -   373,950.      216,890.      MT  (+/- 180 meters Scaled)
 ET0798
 ET0798                          SUPERSEDED SURVEY CONTROL
 ET0798
 ET0798.No superseded survey control is available for this station.
 ET0798
 ET0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD506067(NAD 83)
 ET0798_MARKER: DB = BENCH MARK DISK
 ET0798_SETTING: 66 = SET IN ROCK OUTCROP
 ET0798_SP_SET: ROCK OUTCROP
 ET0798_STAMPING: D 482 1981
 ET0798_MARK LOGO: NGS   
 ET0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0798+STABILITY: POSITION/ELEVATION WELL
 ET0798
 ET0798  HISTORY     - Date     Condition        Report By
 ET0798  HISTORY     - 1981     MONUMENTED       NGS
 ET0798
 ET0798                          STATION DESCRIPTION
 ET0798
 ET0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0798'75.1 KM (46.65 MI) SE FROM YUCCA.
 ET0798'75.1 KM (46.65 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0798'INTERSTATE HIGHWAY 40 IN YUCCA, ON THE INSIDE OF THE NORTHEAST END OF
 ET0798'A SHARP CURVE IN A DRY WASH PARALLELING THE ROAD, AT A POINT WHERE THE
 ET0798'ROAD BLOCKS AN OLD DRY WASH CROSSING, SET IN TOP OF A BROWN VOLCANIC
 ET0798'ROCK OUTCROP, 17.7 METERS (58.0 FT) EAST OF THE CENTERLINE OF THE
 ET0798'ROAD, 1.4 METERS (4.5 FT) WEST OF THE HIGH POINT ON THE NORTH ONE OF
 ET0798'TWO POINTED OUTCROPS, 0.6 METERS (2.0 FT) ABOVE THE WASH BED.
 ET0798'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ET0798'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0906 ***********************************************************************
 FS0906  DESIGNATION -  D 484
 FS0906  PID         -  FS0906
 FS0906  STATE/COUNTY-  AZ/MOHAVE
 FS0906  USGS QUAD   -  KINGMAN (1980)
 FS0906
 FS0906                         *CURRENT SURVEY CONTROL
 FS0906  ___________________________________________________________________
 FS0906* NAD 83(1986)-  35 10 46.     (N)    114 03 51.     (W)     SCALED    
 FS0906* NAVD 88     -       998.477  (meters)    3275.84   (feet)  ADJUSTED  
 FS0906  ___________________________________________________________________
 FS0906  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0906  DYNAMIC HT  -         997.307 (meters)    3272.00  (feet)  COMP
 FS0906  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 FS0906  OBS GRAVITY -     979,430.0   (mgal)                       GRAV_OBS
 FS0906
 FS0906  VERT ORDER  -  FIRST     CLASS II
 FS0906
 FS0906.The horizontal coordinates were scaled from a topographic map and have
 FS0906.an estimated accuracy of +/- 6 seconds.
 FS0906
 FS0906.The orthometric height was determined by differential leveling
 FS0906.and adjusted by the National Geodetic Survey in June 1991..
 FS0906
 FS0906.The geoid height was determined by GEOID03.
 FS0906
 FS0906.The dynamic height is computed by dividing the NAVD 88
 FS0906.geopotential number by the normal gravity value computed on the
 FS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0906.degrees latitude (g = 980.6199 gals.).
 FS0906
 FS0906.The modeled gravity was interpolated from observed gravity values.
 FS0906.The observed gravity was obtained from relative gravimeter ties
 FS0906.to the IGSN71 gravity network.
 FS0906
 FS0906;                    North         East    Units  Estimated Accuracy
 FS0906;SPC AZ W     -   463,540.      184,750.      MT  (+/- 180 meters Scaled)
 FS0906
 FS0906                          SUPERSEDED SURVEY CONTROL
 FS0906
 FS0906.No superseded survey control is available for this station.
 FS0906
 FS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU673968(NAD 83)
 FS0906_MARKER: DB = BENCH MARK DISK
 FS0906_SETTING: 66 = SET IN ROCK OUTCROP
 FS0906_SP_SET: ROCK OUTCROP
 FS0906_STAMPING: D 484 1981
 FS0906_MARK LOGO: NGS   
 FS0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0906+STABILITY: POSITION/ELEVATION WELL
 FS0906
 FS0906  HISTORY     - Date     Condition        Report By
 FS0906  HISTORY     - UNK      MONUMENTED
 FS0906  HISTORY     - 1982     GOOD             NGS
 FS0906  HISTORY     - 1982     GOOD             NGS
 FS0906
 FS0906                          STATION DESCRIPTION
 FS0906
 FS0906'DESCRIBED UNK
 FS0906'2.2 KM (1.1 MI) SOUTH FROM KINGMAN.
 FS0906'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0906'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 1.4 KM (0.9 MI) SOUTH
 FS0906'ALONG OLD US HIGHWAY 66, IN TOP OF THE LOWER LEDGE OF AN OUTCROP,
 FS0906'0.2 MILE NORTHWEST OF AND ACROSS THE RAILROAD AND HIGHWAY FROM SOME
 FS0906'SEWER PONDS, 0.05 MILE SOUTH OF MILEPOST 52, 6.4 METERS (21 FT) WEST
 FS0906'OF THE CENTERLINE OF THE HIGHWAY, 0.8 METER (2.6 FT) WEST OF THE
 FS0906'SOUTH END AND 0.5 FOOT ABOVE A HEADWALL.
 FS0906'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FS0906'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0906
 FS0906                          STATION RECOVERY (1982)
 FS0906
 FS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0906'RECOVERED IN GOOD CONDITION.
 FS0906
 FS0906                          STATION RECOVERY (1982)
 FS0906
 FS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0773 ***********************************************************************
 EU0773  DESIGNATION -  D 485
 EU0773  PID         -  EU0773
 EU0773  STATE/COUNTY-  AZ/MOHAVE
 EU0773  USGS QUAD   -  FRANCONIA (1970)
 EU0773
 EU0773                         *CURRENT SURVEY CONTROL
 EU0773  ___________________________________________________________________
 EU0773* NAD 83(1986)-  34 43 46.     (N)    114 18 59.     (W)     SCALED    
 EU0773* NAVD 88     -       296.830  (meters)     973.85   (feet)  ADJUSTED  
 EU0773  ___________________________________________________________________
 EU0773  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EU0773  DYNAMIC HT  -         296.516 (meters)     972.82  (feet)  COMP
 EU0773  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 EU0773
 EU0773  VERT ORDER  -  FIRST     CLASS II
 EU0773
 EU0773.The horizontal coordinates were scaled from a topographic map and have
 EU0773.an estimated accuracy of +/- 6 seconds.
 EU0773
 EU0773.The orthometric height was determined by differential leveling
 EU0773.and adjusted by the National Geodetic Survey in June 1991..
 EU0773
 EU0773.The geoid height was determined by GEOID03.
 EU0773
 EU0773.The dynamic height is computed by dividing the NAVD 88
 EU0773.geopotential number by the normal gravity value computed on the
 EU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0773.degrees latitude (g = 980.6199 gals.).
 EU0773
 EU0773.The modeled gravity was interpolated from observed gravity values.
 EU0773
 EU0773;                    North         East    Units  Estimated Accuracy
 EU0773;SPC AZ W     -   413,720.      161,490.      MT  (+/- 180 meters Scaled)
 EU0773
 EU0773                          SUPERSEDED SURVEY CONTROL
 EU0773
 EU0773.No superseded survey control is available for this station.
 EU0773
 EU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU457463(NAD 83)
 EU0773_MARKER: DB = BENCH MARK DISK
 EU0773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0773_SP_SET: PIER
 EU0773_STAMPING: D 485 1981
 EU0773_MARK LOGO: NGS   
 EU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0773
 EU0773  HISTORY     - Date     Condition        Report By
 EU0773  HISTORY     - 1981     MONUMENTED       NGS
 EU0773
 EU0773                          STATION DESCRIPTION
 EU0773
 EU0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0773'15.5 KM (9.65 MI) NE FROM TOPOCK.
 EU0773'15.5 KM (9.65 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0773'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, SET VERTICALLY IN THE
 EU0773'NORTH FACE OF THE EAST ONE OF TWO PIERS SUPPORTING THE STATE HIGHWAY
 EU0773'95 OVERPASS, 17.7 METERS (58 FT) SOUTH OF THE CENTERLINE OF THE WEST
 EU0773'BOUND LANES, 16.9 METERS (55.5 FT) NORTH OF THE CENTERLINE OF THE EAST
 EU0773'BOUND LANES, 1.2 METERS (4 FT) ABOVE THE GROUND.
 EU0773'THE MARK IS 0.7 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0923 ***********************************************************************
 FS0923  DESIGNATION -  D 486
 FS0923  PID         -  FS0923
 FS0923  STATE/COUNTY-  AZ/MOHAVE
 FS0923  USGS QUAD   -  KINGMAN NW (1983)
 FS0923
 FS0923                         *CURRENT SURVEY CONTROL
 FS0923  ___________________________________________________________________
 FS0923* NAD 83(1986)-  35 14 06.     (N)    114 08 24.     (W)     SCALED    
 FS0923* NAVD 88     -      1013.377  (meters)    3324.72   (feet)  ADJUSTED  
 FS0923  ___________________________________________________________________
 FS0923  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0923  DYNAMIC HT  -        1012.198 (meters)    3320.85  (feet)  COMP
 FS0923  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 FS0923  OBS GRAVITY -     979,434.8   (mgal)                       GRAV_OBS
 FS0923
 FS0923  VERT ORDER  -  FIRST     CLASS II
 FS0923
 FS0923.The horizontal coordinates were scaled from a topographic map and have
 FS0923.an estimated accuracy of +/- 6 seconds.
 FS0923
 FS0923.The orthometric height was determined by differential leveling
 FS0923.and adjusted by the National Geodetic Survey in June 1991..
 FS0923
 FS0923.The geoid height was determined by GEOID03.
 FS0923
 FS0923.The dynamic height is computed by dividing the NAVD 88
 FS0923.geopotential number by the normal gravity value computed on the
 FS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0923.degrees latitude (g = 980.6199 gals.).
 FS0923
 FS0923.The modeled gravity was interpolated from observed gravity values.
 FS0923.The observed gravity was obtained from relative gravimeter ties
 FS0923.to the IGSN71 gravity network.
 FS0923
 FS0923;                    North         East    Units  Estimated Accuracy
 FS0923;SPC AZ W     -   469,730.      177,860.      MT  (+/- 180 meters Scaled)
 FS0923
 FS0923                          SUPERSEDED SURVEY CONTROL
 FS0923
 FS0923.No superseded survey control is available for this station.
 FS0923
 FS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV602028(NAD 83)
 FS0923_MARKER: DB = BENCH MARK DISK
 FS0923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0923_SP_SET: HEADWALL
 FS0923_STAMPING: D 486 1982
 FS0923_MARK LOGO: NGS   
 FS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0923+STABILITY: SURFACE MOTION
 FS0923
 FS0923  HISTORY     - Date     Condition        Report By
 FS0923  HISTORY     - 1982     MONUMENTED       NGS
 FS0923
 FS0923                          STATION DESCRIPTION
 FS0923
 FS0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0923'8.8 KM (5.5 MI) NW FROM KINGMAN.
 FS0923'8.8 KM (5.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0923'HIGHWAY 40 OVERPASS IN KINGMAN, 0.15 MILE NORTHWEST OF MILEPOST 66, AT
 FS0923'A TRIPLE 10 BY 12 FOOT BOX CULVERT, IN TOP OF THE NORTHEAST HEADWALL,
 FS0923'0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END, 9.7 METERS (32 FT)
 FS0923'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0704 ***********************************************************************
 FR0704  DESIGNATION -  D 487
 FR0704  PID         -  FR0704
 FR0704  STATE/COUNTY-  AZ/MOHAVE
 FR0704  USGS QUAD   -  VALENTINE (1980)
 FR0704
 FR0704                         *CURRENT SURVEY CONTROL
 FR0704  ___________________________________________________________________
 FR0704* NAD 83(1986)-  35 25 51.     (N)    113 38 58.     (W)     SCALED    
 FR0704* NAVD 88     -      1246.432  (meters)    4089.34   (feet)  ADJUSTED  
 FR0704  ___________________________________________________________________
 FR0704  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FR0704  DYNAMIC HT  -        1244.906 (meters)    4084.33  (feet)  COMP
 FR0704  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 FR0704
 FR0704  VERT ORDER  -  FIRST     CLASS II
 FR0704
 FR0704.The horizontal coordinates were scaled from a topographic map and have
 FR0704.an estimated accuracy of +/- 6 seconds.
 FR0704
 FR0704.The orthometric height was determined by differential leveling
 FR0704.and adjusted by the National Geodetic Survey in June 1991..
 FR0704
 FR0704.The geoid height was determined by GEOID03.
 FR0704
 FR0704.The dynamic height is computed by dividing the NAVD 88
 FR0704.geopotential number by the normal gravity value computed on the
 FR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0704.degrees latitude (g = 980.6199 gals.).
 FR0704
 FR0704.The modeled gravity was interpolated from observed gravity values.
 FR0704
 FR0704;                    North         East    Units  Estimated Accuracy
 FR0704;SPC AZ W     -   491,390.      222,490.      MT  (+/- 180 meters Scaled)
 FR0704
 FR0704                          SUPERSEDED SURVEY CONTROL
 FR0704
 FR0704.No superseded survey control is available for this station.
 FR0704
 FR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE594240(NAD 83)
 FR0704_MARKER: DB = BENCH MARK DISK
 FR0704_SETTING: 66 = SET IN ROCK OUTCROP
 FR0704_SP_SET: ROCK OUTCROP
 FR0704_STAMPING: D 487 1982
 FR0704_MARK LOGO: NGS   
 FR0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0704+STABILITY: POSITION/ELEVATION WELL
 FR0704
 FR0704  HISTORY     - Date     Condition        Report By
 FR0704  HISTORY     - 1982     MONUMENTED       NGS
 FR0704
 FR0704                          STATION DESCRIPTION
 FR0704
 FR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0704'24.2 KM (15.1 MI) SW FROM PEACH SPRINGS.
 FR0704'24.2 KM (15.1 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0704'OFFICE AT PEACH SPRINGS, 0.6 KM (0.4 MILE) SOUTH OF HIGHWAY MILEPOST
 FR0704'89, ABOUT 30 METERS (100 FEET) ABOVE AND WEST ACROSS THE HIGHWAY FROM
 FR0704'THE SOUTH ONE OF A ROW OF SIX ONE STORY RANCE BUNK HOUSES, 14.0 METERS
 FR0704'(46.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 24.0 METERS (79.0
 FR0704'FEET) WEST ACROSS THE HIGHWAY FROM THE SOUTH END OF A METAL GUARD
 FR0704'RAIL, IN TOP OF A 3 BY 3 FOOT EXPOSED PORTION OF GRANITE OUTCROP AT
 FR0704'THE NORTH END OF A SMALL HIGHWAY CUT.
 FR0704'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0704'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0731 ***********************************************************************
 FR0731  DESIGNATION -  D 488
 FR0731  PID         -  FR0731
 FR0731  STATE/COUNTY-  AZ/COCONINO
 FR0731  USGS QUAD   -  NELSON (1967)
 FR0731
 FR0731                         *CURRENT SURVEY CONTROL
 FR0731  ___________________________________________________________________
 FR0731* NAD 83(1986)-  35 32 57.     (N)    113 18 11.     (W)     SCALED    
 FR0731* NAVD 88     -      1618.639  (meters)    5310.48   (feet)  ADJUSTED  
 FR0731  ___________________________________________________________________
 FR0731  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FR0731  DYNAMIC HT  -        1616.558 (meters)    5303.66  (feet)  COMP
 FR0731  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 FR0731
 FR0731  VERT ORDER  -  FIRST     CLASS II
 FR0731
 FR0731.The horizontal coordinates were scaled from a topographic map and have
 FR0731.an estimated accuracy of +/- 6 seconds.
 FR0731
 FR0731.The orthometric height was determined by differential leveling
 FR0731.and adjusted by the National Geodetic Survey in June 1991..
 FR0731
 FR0731.The geoid height was determined by GEOID03.
 FR0731
 FR0731.The dynamic height is computed by dividing the NAVD 88
 FR0731.geopotential number by the normal gravity value computed on the
 FR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0731.degrees latitude (g = 980.6199 gals.).
 FR0731
 FR0731.The modeled gravity was interpolated from observed gravity values.
 FR0731
 FR0731;                    North         East    Units  Estimated Accuracy
 FR0731;SPC AZ C     -   505,380.       87,660.      MT  (+/- 180 meters Scaled)
 FR0731
 FR0731                          SUPERSEDED SURVEY CONTROL
 FR0731
 FR0731.No superseded survey control is available for this station.
 FR0731
 FR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE912363(NAD 83)
 FR0731_MARKER: DB = BENCH MARK DISK
 FR0731_SETTING: 66 = SET IN ROCK OUTCROP
 FR0731_SP_SET: ROCK OUTCROP
 FR0731_STAMPING: D 488 1982
 FR0731_MARK LOGO: NGS   
 FR0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0731+STABILITY: POSITION/ELEVATION WELL
 FR0731
 FR0731  HISTORY     - Date     Condition        Report By
 FR0731  HISTORY     - 1982     MONUMENTED       NGS
 FR0731
 FR0731                          STATION DESCRIPTION
 FR0731
 FR0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0731'15.0 KM (9.3 MI) EAST FROM PEACH SPRINGS.
 FR0731'15.0 KM (9.3 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0731'PEACH SPRINGS, 0.9 KM (0.55 MI) EAST OF A ROAD LEADING NORTH TO THE
 FR0731'SUPAI INDIAN RESERVATION, 0.2 KM (0.1 MI) WEST OF MILEPOST 111, IN TOP
 FR0731'OF A MASSIVE LIMESTONE OUTCROP PROJECTING 0.8 FOOT, 54.8 METERS (180
 FR0731'FT) WEST OF A BOX CULVERT, 24.6 METERS (81 FT) SOUTH OF THE CENTERLINE
 FR0731'OF THE HIGHWAY, 7.3 METERS (24 FT) NORTH OF A FENCE, 11.2 METERS (37
 FR0731'FT) NORTHEAST OF TELEPHONE POLE 14725, 6.0 METERS (20 FT) SOUTH OF A
 FR0731'JUNIPER TREE.
 FR0731'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 FR0731'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0766 ***********************************************************************
 FR0766  DESIGNATION -  D 489
 FR0766  PID         -  FR0766
 FR0766  STATE/COUNTY-  AZ/YAVAPAI
 FR0766  USGS QUAD   -  ASH FORK (1979)
 FR0766
 FR0766                         *CURRENT SURVEY CONTROL
 FR0766  ___________________________________________________________________
 FR0766* NAD 83(1986)-  35 13 10.     (N)    112 27 18.     (W)     SCALED    
 FR0766* NAVD 88     -      1596.415  (meters)    5237.57   (feet)  ADJUSTED  
 FR0766  ___________________________________________________________________
 FR0766  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 FR0766  DYNAMIC HT  -        1594.307 (meters)    5230.66  (feet)  COMP
 FR0766  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0766
 FR0766  VERT ORDER  -  FIRST     CLASS II
 FR0766
 FR0766.The horizontal coordinates were scaled from a topographic map and have
 FR0766.an estimated accuracy of +/- 6 seconds.
 FR0766
 FR0766.The orthometric height was determined by differential leveling
 FR0766.and adjusted by the National Geodetic Survey in June 1991..
 FR0766
 FR0766.The geoid height was determined by GEOID03.
 FR0766
 FR0766.The dynamic height is computed by dividing the NAVD 88
 FR0766.geopotential number by the normal gravity value computed on the
 FR0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0766.degrees latitude (g = 980.6199 gals.).
 FR0766
 FR0766.The modeled gravity was interpolated from observed gravity values.
 FR0766
 FR0766;                    North         East    Units  Estimated Accuracy
 FR0766;SPC AZ C     -   468,050.      164,350.      MT  (+/- 180 meters Scaled)
 FR0766
 FR0766                          SUPERSEDED SURVEY CONTROL
 FR0766
 FR0766.No superseded survey control is available for this station.
 FR0766
 FR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD675983(NAD 83)
 FR0766_MARKER: DB = BENCH MARK DISK
 FR0766_SETTING: 66 = SET IN ROCK OUTCROP
 FR0766_SP_SET: ROCK OUTCROP
 FR0766_STAMPING: D 489 1982
 FR0766_MARK LOGO: NGS   
 FR0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0766+STABILITY: POSITION/ELEVATION WELL
 FR0766
 FR0766  HISTORY     - Date     Condition        Report By
 FR0766  HISTORY     - 1982     MONUMENTED       NGS
 FR0766
 FR0766                          STATION DESCRIPTION
 FR0766
 FR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0766'1.9 KM (1.2 MI) EAST FROM ASH FORK.
 FR0766'1.9 KM (1.2 MI) EAST ALONG INTERSTAE HIGHWAY 40 FROM THE JUNCTION OF
 FR0766'US HIGHWAY 89 IN ASH FORK, IN TOP OF A VOLCANIC OUTCROP PROJECTING 2
 FR0766'FEET FROM THE EAST END OF A LONG HIGHWAY CUT, 0.05 MILE EAST OF A
 FR0766'HIGHWAY SIGN READING COUNTY LINE ROAD 1 MILE, 0.2 KM (0.15 MI) WEST OF
 FR0766'THE JOHNSON CREEK CULVERT, 14.3 METERS (47 FT) SOUTH OF THE CENTERLINE
 FR0766'OF THE EAST BOUND TRAFFIC LANES, 91.4 METERS (300 FT) WEST OF THE WEST
 FR0766'END OF THE HIGHWAY CUT, 54.8 METERS (180 FT) EAST OF A HIGHWAY SIGN.
 FR0766'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0766'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0376 ***********************************************************************
 FQ0376  DESIGNATION -  D 490
 FQ0376  PID         -  FQ0376
 FQ0376  STATE/COUNTY-  AZ/COCONINO
 FQ0376  USGS QUAD   -  PARKS (1974)
 FQ0376
 FQ0376                         *CURRENT SURVEY CONTROL
 FQ0376  ___________________________________________________________________
 FQ0376* NAD 83(1986)-  35 15 31.     (N)    111 56 30.     (W)     SCALED    
 FQ0376* NAVD 88     -      2164.755  (meters)    7102.20   (feet)  ADJUSTED  
 FQ0376  ___________________________________________________________________
 FQ0376  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0376  DYNAMIC HT  -        2161.662 (meters)    7092.05  (feet)  COMP
 FQ0376  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 FQ0376
 FQ0376  VERT ORDER  -  FIRST     CLASS II
 FQ0376
 FQ0376.The horizontal coordinates were scaled from a topographic map and have
 FQ0376.an estimated accuracy of +/- 6 seconds.
 FQ0376
 FQ0376.The orthometric height was determined by differential leveling
 FQ0376.and adjusted by the National Geodetic Survey in June 1991..
 FQ0376
 FQ0376.The geoid height was determined by GEOID03.
 FQ0376
 FQ0376.The dynamic height is computed by dividing the NAVD 88
 FQ0376.geopotential number by the normal gravity value computed on the
 FQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0376.degrees latitude (g = 980.6199 gals.).
 FQ0376
 FQ0376.The modeled gravity was interpolated from observed gravity values.
 FQ0376
 FQ0376;                    North         East    Units  Estimated Accuracy
 FQ0376;SPC AZ C     -   472,260.      211,090.      MT  (+/- 180 meters Scaled)
 FQ0376
 FQ0376                          SUPERSEDED SURVEY CONTROL
 FQ0376
 FQ0376.No superseded survey control is available for this station.
 FQ0376
 FQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE143021(NAD 83)
 FQ0376_MARKER: DB = BENCH MARK DISK
 FQ0376_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0376_SP_SET: ROCK OUTCROP
 FQ0376_STAMPING: D 490 1982
 FQ0376_MARK LOGO: NGS   
 FQ0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0376+STABILITY: POSITION/ELEVATION WELL
 FQ0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0376+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0376
 FQ0376  HISTORY     - Date     Condition        Report By
 FQ0376  HISTORY     - 1982     MONUMENTED       NGS
 FQ0376  HISTORY     - 20060429 GOOD             NGS
 FQ0376
 FQ0376                          STATION DESCRIPTION
 FQ0376
 FQ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0376'28.8 KM (17.9 MI) WEST FROM FLAGSTAFF.
 FQ0376'28.3 KM (17.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0376'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.5 KM (0.3 MI) WEST
 FQ0376'ALONG (OLD HIGHWAY 66) PARKS ROAD, AT THE ENTRANCE TO THE WHISPERING
 FQ0376'PINES CAMPGROUND, IN TOP OF A 10 BY 15 FOOT EXPOSSED PORTION OF A
 FQ0376'MASSIVE VOLCANIC OUTCROP PROJECTING 4 FEET ABOVE THE GROUND, 10.0
 FQ0376'METERS (33 FT) NORTH OF THE CENTERLINE OF THE ROAD, 9.1 METERS (30 FT)
 FQ0376'WEST OF THE CENTERLINE OF THE EXIT DRIVEWAY LEADING SOUTH, 6.4 METERS
 FQ0376'(21 FT) SOUTH OF A 24-INCH PONDAROSA PINE TREE.
 FQ0376'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0376'THE MARK IS 1 M ABOVE THE ROAD.
 FQ0376
 FQ0376                          STATION RECOVERY (2006)
 FQ0376
 FQ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0400 ***********************************************************************
 FQ0400  DESIGNATION -  D 491
 FQ0400  PID         -  FQ0400
 FQ0400  STATE/COUNTY-  AZ/COCONINO
 FQ0400  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0400
 FQ0400                         *CURRENT SURVEY CONTROL
 FQ0400  ___________________________________________________________________
 FQ0400* NAD 83(1986)-  35 04 11.     (N)    111 43 56.     (W)     SCALED    
 FQ0400* NAVD 88     -      2002.103  (meters)    6568.57   (feet)  ADJUSTED  
 FQ0400  ___________________________________________________________________
 FQ0400  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0400  DYNAMIC HT  -        1999.296 (meters)    6559.36  (feet)  COMP
 FQ0400  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 FQ0400
 FQ0400  VERT ORDER  -  FIRST     CLASS II
 FQ0400
 FQ0400.The horizontal coordinates were scaled from a topographic map and have
 FQ0400.an estimated accuracy of +/- 6 seconds.
 FQ0400
 FQ0400.The orthometric height was determined by differential leveling
 FQ0400.and adjusted by the National Geodetic Survey in June 1991..
 FQ0400
 FQ0400.The geoid height was determined by GEOID03.
 FQ0400
 FQ0400.The dynamic height is computed by dividing the NAVD 88
 FQ0400.geopotential number by the normal gravity value computed on the
 FQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0400.degrees latitude (g = 980.6199 gals.).
 FQ0400
 FQ0400.The modeled gravity was interpolated from observed gravity values.
 FQ0400
 FQ0400;                    North         East    Units  Estimated Accuracy
 FQ0400;SPC AZ C     -   451,320.      230,180.      MT  (+/- 180 meters Scaled)
 FQ0400
 FQ0400                          SUPERSEDED SURVEY CONTROL
 FQ0400
 FQ0400.No superseded survey control is available for this station.
 FQ0400
 FQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD332810(NAD 83)
 FQ0400_MARKER: DB = BENCH MARK DISK
 FQ0400_SETTING: 80 = SET IN A BOULDER
 FQ0400_SP_SET: BOULDER
 FQ0400_STAMPING: D 491 1982
 FQ0400_MARK LOGO: NGS   
 FQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0400+STABILITY: SURFACE MOTION
 FQ0400
 FQ0400  HISTORY     - Date     Condition        Report By
 FQ0400  HISTORY     - 1982     MONUMENTED       NGS
 FQ0400
 FQ0400                          STATION DESCRIPTION
 FQ0400
 FQ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0400'14.3 KM (8.9 MI) SW FROM FLAGSTAFF.
 FQ0400'14.3 KM (8.9 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0400'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.48 KM (0.3
 FQ0400'MI) SOUTH OF MILEPOST 393, IN TOP OF A 3 BY 4 FOOT EMBEDDED BOULDER,
 FQ0400'11.5 METERS (38.0 FT) WEST OF THE HIGHWAY CENTERLINE, 7.3 METERS (24.0
 FQ0400'FT) NORTHWEST OF A CATCH BASIN, 4.2 METERS (14.0 FT) EAST OF THE RIGHT
 FQ0400'OF WAY FENCE.
 FQ0400'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0447 ***********************************************************************
 FQ0447  DESIGNATION -  D 492
 FQ0447  PID         -  FQ0447
 FQ0447  STATE/COUNTY-  AZ/COCONINO
 FQ0447  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0447
 FQ0447                         *CURRENT SURVEY CONTROL
 FQ0447  ___________________________________________________________________
 FQ0447* NAD 83(1986)-  35 11 50.     (N)    111 38 40.     (W)     SCALED    
 FQ0447* NAVD 88     -      2108.252  (meters)    6916.82   (feet)  ADJUSTED  
 FQ0447  ___________________________________________________________________
 FQ0447  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0447  DYNAMIC HT  -        2105.254 (meters)    6906.99  (feet)  COMP
 FQ0447  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 FQ0447
 FQ0447  VERT ORDER  -  FIRST     CLASS II
 FQ0447
 FQ0447.The horizontal coordinates were scaled from a topographic map and have
 FQ0447.an estimated accuracy of +/- 6 seconds.
 FQ0447
 FQ0447.The orthometric height was determined by differential leveling
 FQ0447.and adjusted by the National Geodetic Survey in June 1991..
 FQ0447
 FQ0447.The geoid height was determined by GEOID03.
 FQ0447
 FQ0447.The dynamic height is computed by dividing the NAVD 88
 FQ0447.geopotential number by the normal gravity value computed on the
 FQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0447.degrees latitude (g = 980.6199 gals.).
 FQ0447
 FQ0447.The modeled gravity was interpolated from observed gravity values.
 FQ0447
 FQ0447;                    North         East    Units  Estimated Accuracy
 FQ0447;SPC AZ C     -   465,490.      238,150.      MT  (+/- 180 meters Scaled)
 FQ0447
 FQ0447                          SUPERSEDED SURVEY CONTROL
 FQ0447
 FQ0447.No superseded survey control is available for this station.
 FQ0447
 FQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413951(NAD 83)
 FQ0447_MARKER: DB = BENCH MARK DISK
 FQ0447_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0447_SP_SET: ROCK OUTCROP
 FQ0447_STAMPING: D 492 1982
 FQ0447_MARK LOGO: NGS   
 FQ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0447+STABILITY: POSITION/ELEVATION WELL
 FQ0447
 FQ0447  HISTORY     - Date     Condition        Report By
 FQ0447  HISTORY     - 1982     MONUMENTED       NGS
 FQ0447  HISTORY     - 1983     GOOD             NGS
 FQ0447  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0447
 FQ0447                          STATION DESCRIPTION
 FQ0447
 FQ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0447'4.0 KM (2.5 MI) NORTH FROM FLAGSTAFF.
 FQ0447'4.0 KM (2.5 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0447'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 4 BY 10 FOOT
 FQ0447'PORTION OF VOLCANCIC OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF
 FQ0447'THE GROUND, AT THE T JUNCTION OF NORTH ELDEN STREET AND EAST ASPEN
 FQ0447'AVENUE, 146.1 METERS (480 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6
 FQ0447'METERS (48 FT) NORTH OF THE EXTENDED CENTER OF EAST ASPEN AVENUE, 13.7
 FQ0447'METERS (45 FT) EAST OF THE CENTER OF NORTH ELDEN STREET.
 FQ0447'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FQ0447'THE MARK IS 1.3 M ABOVE ELDEN STREET.
 FQ0447
 FQ0447                          STATION RECOVERY (1983)
 FQ0447
 FQ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0447'RECOVERED IN GOOD CONDITION.
 FQ0447
 FQ0447                          STATION RECOVERY (2005)
 FQ0447
 FQ0447'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0447'MARK NOT FOUND. BUILDING AND NEW LANSCAPE AT STATED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0660 ***********************************************************************
 ES0660  DESIGNATION -  D 493
 ES0660  PID         -  ES0660
 ES0660  STATE/COUNTY-  AZ/YAVAPAI
 ES0660  USGS QUAD   -  SEDONA (1969)
 ES0660
 ES0660                         *CURRENT SURVEY CONTROL
 ES0660  ___________________________________________________________________
 ES0660* NAD 83(1986)-  34 50 24.     (N)    111 52 27.     (W)     SCALED    
 ES0660* NAVD 88     -      1236.627  (meters)    4057.17   (feet)  ADJUSTED  
 ES0660  ___________________________________________________________________
 ES0660  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ES0660  DYNAMIC HT  -        1235.042 (meters)    4051.97  (feet)  COMP
 ES0660  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 ES0660
 ES0660  VERT ORDER  -  FIRST     CLASS II
 ES0660
 ES0660.The horizontal coordinates were scaled from a topographic map and have
 ES0660.an estimated accuracy of +/- 6 seconds.
 ES0660
 ES0660.The orthometric height was determined by differential leveling
 ES0660.and adjusted by the National Geodetic Survey in June 1991..
 ES0660
 ES0660.The geoid height was determined by GEOID03.
 ES0660
 ES0660.The dynamic height is computed by dividing the NAVD 88
 ES0660.geopotential number by the normal gravity value computed on the
 ES0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0660.degrees latitude (g = 980.6199 gals.).
 ES0660
 ES0660.The modeled gravity was interpolated from observed gravity values.
 ES0660
 ES0660;                    North         East    Units  Estimated Accuracy
 ES0660;SPC AZ C     -   425,830.      217,250.      MT  (+/- 180 meters Scaled)
 ES0660
 ES0660                          SUPERSEDED SURVEY CONTROL
 ES0660
 ES0660.No superseded survey control is available for this station.
 ES0660
 ES0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD200556(NAD 83)
 ES0660_MARKER: DB = BENCH MARK DISK
 ES0660_SETTING: 66 = SET IN ROCK OUTCROP
 ES0660_SP_SET: ROCK OUTCROP
 ES0660_STAMPING: D 493 1982
 ES0660_MARK LOGO: NGS   
 ES0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0660+STABILITY: POSITION/ELEVATION WELL
 ES0660
 ES0660  HISTORY     - Date     Condition        Report By
 ES0660  HISTORY     - 1982     MONUMENTED       NGS
 ES0660  HISTORY     - 19950712 GOOD             USPSQD
 ES0660
 ES0660                          STATION DESCRIPTION
 ES0660
 ES0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0660'11.3 KM (7.0 MI) SW FROM SEDONA.
 ES0660'11.3 KM (7.0 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0660'OFFICE IN SEDONA, IN TOP OF THE WEST END OF A SANDSTONE CUT, AT
 ES0660'MILEPOST 367, 4.5 METERS (15 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.8
 ES0660'METERS (42 FT) SOUTH OF MILEPOST 367, 10.9 KM (36 FT) SOUTH OF THE
 ES0660'WEST END OF A GUARD RAIL, 4.5 METERS (15 FT) WEST OF THE EAST END OF
 ES0660'THE CUT.
 ES0660'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0660
 ES0660                          STATION RECOVERY (1995)
 ES0660
 ES0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0683 ***********************************************************************
 ES0683  DESIGNATION -  D 494
 ES0683  PID         -  ES0683
 ES0683  STATE/COUNTY-  AZ/YAVAPAI
 ES0683  USGS QUAD   -  CAMP VERDE (1969)
 ES0683
 ES0683                         *CURRENT SURVEY CONTROL
 ES0683  ___________________________________________________________________
 ES0683* NAD 83(1986)-  34 33 36.     (N)    111 51 12.     (W)     SCALED    
 ES0683* NAVD 88     -       949.837  (meters)    3116.26   (feet)  ADJUSTED  
 ES0683  ___________________________________________________________________
 ES0683  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0683  DYNAMIC HT  -         948.649 (meters)    3112.36  (feet)  COMP
 ES0683  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 ES0683
 ES0683  VERT ORDER  -  FIRST     CLASS II
 ES0683
 ES0683.The horizontal coordinates were scaled from a topographic map and have
 ES0683.an estimated accuracy of +/- 6 seconds.
 ES0683
 ES0683.The orthometric height was determined by differential leveling
 ES0683.and adjusted by the National Geodetic Survey in June 1991..
 ES0683
 ES0683.The geoid height was determined by GEOID03.
 ES0683
 ES0683.The dynamic height is computed by dividing the NAVD 88
 ES0683.geopotential number by the normal gravity value computed on the
 ES0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0683.degrees latitude (g = 980.6199 gals.).
 ES0683
 ES0683.The modeled gravity was interpolated from observed gravity values.
 ES0683
 ES0683;                    North         East    Units  Estimated Accuracy
 ES0683;SPC AZ C     -   394,770.      219,170.      MT  (+/- 180 meters Scaled)
 ES0683
 ES0683                          SUPERSEDED SURVEY CONTROL
 ES0683
 ES0683.No superseded survey control is available for this station.
 ES0683
 ES0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD217245(NAD 83)
 ES0683_MARKER: DB = BENCH MARK DISK
 ES0683_SETTING: 66 = SET IN ROCK OUTCROP
 ES0683_SP_SET: ROCK OUTCROP
 ES0683_STAMPING: D 494 1982
 ES0683_MARK LOGO: NGS   
 ES0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0683+STABILITY: POSITION/ELEVATION WELL
 ES0683
 ES0683  HISTORY     - Date     Condition        Report By
 ES0683  HISTORY     - 1982     MONUMENTED       NGS
 ES0683  HISTORY     - 19980228 GOOD             USPSQD
 ES0683
 ES0683                          STATION DESCRIPTION
 ES0683
 ES0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0683'0.6 KM (0.4 MI) SOUTH FROM CAMP VERDE.
 ES0683'0.6 KM (0.4 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN CAMP
 ES0683'VERDE, IN TOP OF A LEDGE OF OUTCROP, AT THE SOUTH END OF A SMALL CUT,
 ES0683'AT THE Y JUNCTION OF GENERAL CROOK TRAIL LEADING SOUTHWEST, 14.8
 ES0683'METERS (49 FT) WEST OF THE CENTER OF GEN CROOK TR, 5.5 METERS (18 FT)
 ES0683'WEST OF THE CENTER OF MAIN STREET, 8.0 METERS (26 FT) NORTHEAST OF A
 ES0683'POWER POLE, 13.5 METERS (44 FT) SOUTHEAST OF THE EAST CORNER OF THE
 ES0683'FORT VERDE MOTEL.
 ES0683'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0683'THE MARK IS 0.4 M ABOVE MAIN STREET.
 ES0683
 ES0683                          STATION RECOVERY (1998)
 ES0683
 ES0683'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0723 ***********************************************************************
 ES0723  DESIGNATION -  D 495
 ES0723  PID         -  ES0723
 ES0723  STATE/COUNTY-  AZ/GILA
 ES0723  USGS QUAD   -  PINE (1973)
 ES0723
 ES0723                         *CURRENT SURVEY CONTROL
 ES0723  ___________________________________________________________________
 ES0723* NAD 83(1986)-  34 24 29.     (N)    111 29 37.     (W)     SCALED    
 ES0723* NAVD 88     -      1800.436  (meters)    5906.93   (feet)  ADJUSTED  
 ES0723  ___________________________________________________________________
 ES0723  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0723  DYNAMIC HT  -        1797.888 (meters)    5898.57  (feet)  COMP
 ES0723  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 ES0723
 ES0723  VERT ORDER  -  FIRST     CLASS II
 ES0723
 ES0723.The horizontal coordinates were scaled from a topographic map and have
 ES0723.an estimated accuracy of +/- 6 seconds.
 ES0723
 ES0723.The orthometric height was determined by differential leveling
 ES0723.and adjusted by the National Geodetic Survey in June 1991..
 ES0723
 ES0723.The geoid height was determined by GEOID03.
 ES0723
 ES0723.The dynamic height is computed by dividing the NAVD 88
 ES0723.geopotential number by the normal gravity value computed on the
 ES0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0723.degrees latitude (g = 980.6199 gals.).
 ES0723
 ES0723.The modeled gravity was interpolated from observed gravity values.
 ES0723
 ES0723;                    North         East    Units  Estimated Accuracy
 ES0723;SPC AZ E     -   378,710.       91,370.      MT  (+/- 180 meters Scaled)
 ES0723
 ES0723                          SUPERSEDED SURVEY CONTROL
 ES0723
 ES0723.No superseded survey control is available for this station.
 ES0723
 ES0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD546075(NAD 83)
 ES0723_MARKER: DB = BENCH MARK DISK
 ES0723_SETTING: 66 = SET IN ROCK OUTCROP
 ES0723_SP_SET: ROCK OUTCROP
 ES0723_STAMPING: D 495 1982
 ES0723_MARK LOGO: NGS   
 ES0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0723+STABILITY: POSITION/ELEVATION WELL
 ES0723
 ES0723  HISTORY     - Date     Condition        Report By
 ES0723  HISTORY     - 1982     MONUMENTED       NGS
 ES0723  HISTORY     - 19980819 GOOD             USPSQD
 ES0723
 ES0723                          STATION DESCRIPTION
 ES0723
 ES0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0723'4.8 KM (3.0 MI) NW FROM PINE.
 ES0723'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0723'IN PINE, IN TOP OF A 6 BY 6 FOOT PORTION OF RED SANDSTONE OUTCROP AT
 ES0723'THE SOUTHWEST END OF A LONG CUT AND IN THE NORTHWEST CORNER OF THE T
 ES0723'JUNCTION OF FOSSIL CREEK ROAD AT STRAWBERRY, 7.3 METERS (24 FT) WEST
 ES0723'OF THE HIGHWAY CENTERLINE, 80.0 METERS (263 FT) NORTH OF THE NORTH
 ES0723'FACE OF THE STRAWBERRY LODGE, 60.0 METERS (197 FT) NORTH OF THE FOSSIL
 ES0723'CREEK ROAD CENTERLINE, 9.5 METERS (31 FT) EAST OF AND 2.0 METERS (7
 ES0723'FT) BELOW THE CENTER OF A PRIVATE GRAVEL DRIVEWAY.
 ES0723'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0723'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0723
 ES0723                          STATION RECOVERY (1998)
 ES0723
 ES0723'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0730 ***********************************************************************
 ES0730  DESIGNATION -  D 496
 ES0730  PID         -  ES0730
 ES0730  STATE/COUNTY-  AZ/GILA
 ES0730  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0730
 ES0730                         *CURRENT SURVEY CONTROL
 ES0730  ___________________________________________________________________
 ES0730* NAD 83(1986)-  34 22 03.     (N)    111 26 07.     (W)     SCALED    
 ES0730* NAVD 88     -      1681.538  (meters)    5516.85   (feet)  ADJUSTED  
 ES0730  ___________________________________________________________________
 ES0730  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES0730  DYNAMIC HT  -        1679.180 (meters)    5509.11  (feet)  COMP
 ES0730  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 ES0730  OBS GRAVITY -     979,181.9   (mgal)                       GRAV_OBS
 ES0730
 ES0730  VERT ORDER  -  FIRST     CLASS II
 ES0730
 ES0730.The horizontal coordinates were scaled from a topographic map and have
 ES0730.an estimated accuracy of +/- 6 seconds.
 ES0730
 ES0730.The orthometric height was determined by differential leveling
 ES0730.and adjusted by the National Geodetic Survey in June 1991..
 ES0730
 ES0730.The geoid height was determined by GEOID03.
 ES0730
 ES0730.The dynamic height is computed by dividing the NAVD 88
 ES0730.geopotential number by the normal gravity value computed on the
 ES0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0730.degrees latitude (g = 980.6199 gals.).
 ES0730
 ES0730.The modeled gravity was interpolated from observed gravity values.
 ES0730.The observed gravity was obtained from relative gravimeter ties
 ES0730.to the IGSN71 gravity network.
 ES0730
 ES0730;                    North         East    Units  Estimated Accuracy
 ES0730;SPC AZ E     -   374,140.       96,680.      MT  (+/- 180 meters Scaled)
 ES0730
 ES0730                          SUPERSEDED SURVEY CONTROL
 ES0730
 ES0730.No superseded survey control is available for this station.
 ES0730
 ES0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD599029(NAD 83)
 ES0730_MARKER: DB = BENCH MARK DISK
 ES0730_SETTING: 66 = SET IN ROCK OUTCROP
 ES0730_SP_SET: ROCK OUTCROP
 ES0730_STAMPING: D 496 1982
 ES0730_MARK LOGO: NGS   
 ES0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0730+STABILITY: POSITION/ELEVATION WELL
 ES0730
 ES0730  HISTORY     - Date     Condition        Report By
 ES0730  HISTORY     - 1982     MONUMENTED       NGS
 ES0730  HISTORY     - 19980819 GOOD             USPSQD
 ES0730
 ES0730                          STATION DESCRIPTION
 ES0730
 ES0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0730'2.7 KM (1.7 MI) SE FROM PINE.
 ES0730'2.7 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0730'IN PINE, 0.1 KM (0.05 MI) NORTHWEST OF THE T JUNCTION OF A DIRT ROAD
 ES0730'LEADING WEST, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 266, IN TOP OF A
 ES0730'LOW OUTCROP CUT, 6.0 METERS (20 FT) NORTHEAST OF THE HIGHWAY
 ES0730'CENTERLINE, 22.4 METERS (90 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 ES0730'AND A TURN OUT.
 ES0730'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0730
 ES0730                          STATION RECOVERY (1998)
 ES0730
 ES0730'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0756 ***********************************************************************
 ES0756  DESIGNATION -  D 497
 ES0756  PID         -  ES0756
 ES0756  STATE/COUNTY-  AZ/GILA
 ES0756  USGS QUAD   -  GISELA (1972)
 ES0756
 ES0756                         *CURRENT SURVEY CONTROL
 ES0756  ___________________________________________________________________
 ES0756* NAD 83(1986)-  34 03 49.     (N)    111 19 23.     (W)     SCALED    
 ES0756* NAVD 88     -       878.989  (meters)    2883.82   (feet)  ADJUSTED  
 ES0756  ___________________________________________________________________
 ES0756  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ES0756  DYNAMIC HT  -         877.861 (meters)    2880.12  (feet)  COMP
 ES0756  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 ES0756
 ES0756  VERT ORDER  -  FIRST     CLASS II
 ES0756
 ES0756.The horizontal coordinates were scaled from a topographic map and have
 ES0756.an estimated accuracy of +/- 6 seconds.
 ES0756
 ES0756.The orthometric height was determined by differential leveling
 ES0756.and adjusted by the National Geodetic Survey in June 1991..
 ES0756
 ES0756.The geoid height was determined by GEOID03.
 ES0756
 ES0756.The dynamic height is computed by dividing the NAVD 88
 ES0756.geopotential number by the normal gravity value computed on the
 ES0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0756.degrees latitude (g = 980.6199 gals.).
 ES0756
 ES0756.The modeled gravity was interpolated from observed gravity values.
 ES0756
 ES0756;                    North         East    Units  Estimated Accuracy
 ES0756;SPC AZ E     -   340,310.      106,620.      MT  (+/- 180 meters Scaled)
 ES0756
 ES0756                          SUPERSEDED SURVEY CONTROL
 ES0756
 ES0756.No superseded survey control is available for this station.
 ES0756
 ES0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701692(NAD 83)
 ES0756_MARKER: I = METAL ROD
 ES0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0756_SP_SET: STAINLESS STEEL ROD
 ES0756_STAMPING: D 497 1982
 ES0756_MARK LOGO: NGS   
 ES0756_PROJECTION: FLUSH
 ES0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0756_ROD/PIPE-DEPTH: 2.1  meters
 ES0756
 ES0756  HISTORY     - Date     Condition        Report By
 ES0756  HISTORY     - 1982     MONUMENTED       NGS
 ES0756
 ES0756                          STATION DESCRIPTION
 ES0756
 ES0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0756'23.6 KM (14.7 MI) SOUTH FROM PAYSON.
 ES0756'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0756'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0756'GISELA, THENCE 3.9 KM (2.4 MI) SOUTHEAST ALONG RYE CREEK ROAD, 0.7
 ES0756'METER (0.2 FT) NORTHWEST OF THE NORTHWEST POLE OF A POWER LINE
 ES0756'CROSSING AND IN LINE WITH THE POWER POLES, 13.7 METERS (45 FT)
 ES0756'SOUTHWEST OF THE ROAD CENTER, 21.3 METERS (70 FT) NORTHEAST OF THE
 ES0756'NORTH CORNER OF A PLOWED FIELD, 12.2 METERS (40 FT) NORTHEAST OF A
 ES0756'FENCE.
 ES0756'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0756'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1627 ***********************************************************************
 DU1627  DESIGNATION -  D 498
 DU1627  PID         -  DU1627
 DU1627  STATE/COUNTY-  AZ/GILA
 DU1627  USGS QUAD   -  TONTO BASIN (1964)
 DU1627
 DU1627                         *CURRENT SURVEY CONTROL
 DU1627  ___________________________________________________________________
 DU1627* NAD 83(1986)-  33 45 36.     (N)    111 15 08.     (W)     SCALED    
 DU1627* NAVD 88     -       659.294  (meters)    2163.03   (feet)  ADJUSTED  
 DU1627  ___________________________________________________________________
 DU1627  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU1627  DYNAMIC HT  -         658.452 (meters)    2160.27  (feet)  COMP
 DU1627  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 DU1627  OBS GRAVITY -     979,340.5   (mgal)                       GRAV_OBS
 DU1627
 DU1627  VERT ORDER  -  FIRST     CLASS II
 DU1627
 DU1627.The horizontal coordinates were scaled from a topographic map and have
 DU1627.an estimated accuracy of +/- 6 seconds.
 DU1627
 DU1627.The orthometric height was determined by differential leveling
 DU1627.and adjusted by the National Geodetic Survey in June 1991..
 DU1627
 DU1627.The geoid height was determined by GEOID03.
 DU1627
 DU1627.The dynamic height is computed by dividing the NAVD 88
 DU1627.geopotential number by the normal gravity value computed on the
 DU1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1627.degrees latitude (g = 980.6199 gals.).
 DU1627
 DU1627.The modeled gravity was interpolated from observed gravity values.
 DU1627.The observed gravity was obtained from relative gravimeter ties
 DU1627.to the IGSN71 gravity network.
 DU1627
 DU1627;                    North         East    Units  Estimated Accuracy
 DU1627;SPC AZ E     -   306,570.      112,800.      MT  (+/- 180 meters Scaled)
 DU1627
 DU1627                          SUPERSEDED SURVEY CONTROL
 DU1627
 DU1627.No superseded survey control is available for this station.
 DU1627
 DU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC766355(NAD 83)
 DU1627_MARKER: I = METAL ROD
 DU1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1627_SP_SET: STAINLESS STEEL ROD
 DU1627_STAMPING: D 498 1983
 DU1627_MARK LOGO: NGS   
 DU1627_PROJECTION: FLUSH
 DU1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1627_ROD/PIPE-DEPTH: 11.6 meters
 DU1627
 DU1627  HISTORY     - Date     Condition        Report By
 DU1627  HISTORY     - 1983     MONUMENTED       NGS
 DU1627
 DU1627                          STATION DESCRIPTION
 DU1627
 DU1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1627'15.0 KM (9.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1627'15.0 KM (9.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1627'PUNKIN CENTER, ON A SMALL FLAT OVERLOOKING ROOSEVELT LAKE, 10.2 KM (34
 DU1627'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) SOUTHEAST
 DU1627'OF MILEPOST 253, 4.0 METERS (13 FT) SOUTHEAST OF A SHORT PIECE OF
 DU1627'STEEL RAIL PROJECTING 3 FEET ABOVE THE GROUND.
 DU1627'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1627'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0200 ***********************************************************************
 GQ0200  DESIGNATION -  D 499
 GQ0200  PID         -  GQ0200
 GQ0200  STATE/COUNTY-  AZ/MOHAVE
 GQ0200  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0200
 GQ0200                         *CURRENT SURVEY CONTROL
 GQ0200  ___________________________________________________________________
 GQ0200* NAD 83(1986)-  36 56 40.     (N)    113 55 25.     (W)     SCALED    
 GQ0200* NAVD 88     -       650.475  (meters)    2134.10   (feet)  ADJUSTED  
 GQ0200  ___________________________________________________________________
 GQ0200  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 GQ0200  DYNAMIC HT  -         649.817 (meters)    2131.94  (feet)  COMP
 GQ0200  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 GQ0200
 GQ0200  VERT ORDER  -  FIRST     CLASS II
 GQ0200
 GQ0200.The horizontal coordinates were scaled from a topographic map and have
 GQ0200.an estimated accuracy of +/- 6 seconds.
 GQ0200
 GQ0200.The orthometric height was determined by differential leveling
 GQ0200.and adjusted by the National Geodetic Survey in June 1991..
 GQ0200
 GQ0200.The geoid height was determined by GEOID03.
 GQ0200
 GQ0200.The dynamic height is computed by dividing the NAVD 88
 GQ0200.geopotential number by the normal gravity value computed on the
 GQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0200.degrees latitude (g = 980.6199 gals.).
 GQ0200
 GQ0200.The modeled gravity was interpolated from observed gravity values.
 GQ0200
 GQ0200;                    North         East    Units  Estimated Accuracy
 GQ0200;SPC AZ W     -   659,340.      197,900.      MT  (+/- 180 meters Scaled)
 GQ0200
 GQ0200                          SUPERSEDED SURVEY CONTROL
 GQ0200
 GQ0200.No superseded survey control is available for this station.
 GQ0200
 GQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF396927(NAD 83)
 GQ0200_MARKER: I = METAL ROD
 GQ0200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0200_SP_SET: STAINLESS STEEL ROD
 GQ0200_STAMPING: D 499 1982
 GQ0200_MARK LOGO: NGS   
 GQ0200_PROJECTION: FLUSH
 GQ0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0200_ROD/PIPE-DEPTH: 4.8  meters
 GQ0200
 GQ0200  HISTORY     - Date     Condition        Report By
 GQ0200  HISTORY     - 1982     MONUMENTED       NGS
 GQ0200
 GQ0200                          STATION DESCRIPTION
 GQ0200
 GQ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0200'23.0 KM (14.4 MI) NE FROM MESQUITE NV.
 GQ0200'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0200'MESQUITE, THENCE 22.5 KM (14.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0200'4.85 KM (3.05 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0200'HIGHWAY, 14.8 METERS (48.5 FT) WEST OF THE HIGHWAY CENTERLINE, 9.7
 GQ0200'METERS (32 FT) SOUTHWEST OF THE NORTHWEST END OF THE SOUTHWEST ONE OF
 GQ0200'THREE 36 INCH CORRUGATED METAL PIPE CULVERTS, 3.3 METERS (11.0 FT)
 GQ0200'SOUTH OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE POST, 0.3 METER
 GQ0200'(1.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 GQ0200'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 GQ0200'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0145 ***********************************************************************
 GP0145  DESIGNATION -  D 50
 GP0145  PID         -  GP0145
 GP0145  STATE/COUNTY-  AZ/COCONINO
 GP0145  USGS QUAD   -  TUBA CITY NE (1969)
 GP0145
 GP0145                         *CURRENT SURVEY CONTROL
 GP0145  ___________________________________________________________________
 GP0145* NAD 83(1986)-  36 11 29.     (N)    111 02 26.     (W)     SCALED    
 GP0145* NAVD 88     -      1612.839  (meters)    5291.46   (feet)  ADJUSTED  
 GP0145  ___________________________________________________________________
 GP0145  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0145  DYNAMIC HT  -        1610.808 (meters)    5284.79  (feet)  COMP
 GP0145  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 GP0145
 GP0145  VERT ORDER  -  FIRST     CLASS II
 GP0145
 GP0145.The horizontal coordinates were scaled from a topographic map and have
 GP0145.an estimated accuracy of +/- 6 seconds.
 GP0145
 GP0145.The orthometric height was determined by differential leveling
 GP0145.and adjusted by the National Geodetic Survey in June 1991..
 GP0145
 GP0145.The geoid height was determined by GEOID03.
 GP0145
 GP0145.The dynamic height is computed by dividing the NAVD 88
 GP0145.geopotential number by the normal gravity value computed on the
 GP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0145.degrees latitude (g = 980.6199 gals.).
 GP0145
 GP0145.The modeled gravity was interpolated from observed gravity values.
 GP0145
 GP0145;                    North         East    Units  Estimated Accuracy
 GP0145;SPC AZ C     -   576,100.      292,160.      MT  (+/- 180 meters Scaled)
 GP0145
 GP0145                          SUPERSEDED SURVEY CONTROL
 GP0145
 GP0145  NGVD 29 (??/??/92) 1611.902  (m)         5288.38   (f) ADJ UNCH    1 2
 GP0145
 GP0145.Superseded values are not recommended for survey control.
 GP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0145.See file dsdata.txt to determine how the superseded data were derived.
 GP0145
 GP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF963051(NAD 83)
 GP0145_MARKER: DB = BENCH MARK DISK
 GP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0145_STAMPING: D 50 1934
 GP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0145+STABILITY: SURFACE MOTION
 GP0145
 GP0145  HISTORY     - Date     Condition        Report By
 GP0145  HISTORY     - 1934     MONUMENTED       CGS
 GP0145  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0145
 GP0145                          STATION DESCRIPTION
 GP0145
 GP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0145'11.7 MI SW FROM TONALEA.
 GP0145'11.7 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0145'TONALEA, COCONINO COUNTY, 12.7 MILES NORTHEAST OF TUBA CITY, 5-1/2
 GP0145'POLES SOUTHWEST OF AN ANGLE IN A ROW OF POLES, 47 FEET NORTHWEST OF
 GP0145'THE CENTERLINE OF THE ROAD, AND IN LINE WITH THE ROW OF POLES.  A
 GP0145'STANDARD DISK, STAMPED D 50 1934 AND SET IN THE TOP OF A CONCRETE
 GP0145'POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND STATE
 GP0145'HIGHWAY 264.  9.4 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164.  THENCE
 GP0145'2.1 MILES NORTHEAST ALONG TELEPHONE LINE ROAD.  PROJECTING 0.5 FEET.
 GP0145
 GP0145                          STATION RECOVERY (1983)
 GP0145
 GP0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0637 ***********************************************************************
 ES0637  DESIGNATION -  D 500
 ES0637  PID         -  ES0637
 ES0637  STATE/COUNTY-  AZ/NAVAJO
 ES0637  USGS QUAD   -  HOLBROOK (1986)
 ES0637
 ES0637                         *CURRENT SURVEY CONTROL
 ES0637  ___________________________________________________________________
 ES0637* NAD 83(1986)-  34 56 22.     (N)    110 07 43.     (W)     SCALED    
 ES0637* NAVD 88     -      1609.363  (meters)    5280.05   (feet)  ADJUSTED  
 ES0637  ___________________________________________________________________
 ES0637  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0637  DYNAMIC HT  -        1607.147 (meters)    5272.78  (feet)  COMP
 ES0637  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 ES0637
 ES0637  VERT ORDER  -  FIRST     CLASS II
 ES0637
 ES0637.The horizontal coordinates were scaled from a topographic map and have
 ES0637.an estimated accuracy of +/- 6 seconds.
 ES0637
 ES0637.The orthometric height was determined by differential leveling
 ES0637.and adjusted by the National Geodetic Survey in June 1991..
 ES0637
 ES0637.The geoid height was determined by GEOID03.
 ES0637
 ES0637.The dynamic height is computed by dividing the NAVD 88
 ES0637.geopotential number by the normal gravity value computed on the
 ES0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0637.degrees latitude (g = 980.6199 gals.).
 ES0637
 ES0637.The modeled gravity was interpolated from observed gravity values.
 ES0637
 ES0637;                    North         East    Units  Estimated Accuracy
 ES0637;SPC AZ E     -   436,860.      216,840.      MT  (+/- 180 meters Scaled)
 ES0637
 ES0637                          SUPERSEDED SURVEY CONTROL
 ES0637
 ES0637.No superseded survey control is available for this station.
 ES0637
 ES0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD795666(NAD 83)
 ES0637_MARKER: DB = BENCH MARK DISK
 ES0637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0637_SP_SET: ABUTMENT
 ES0637_STAMPING: D 500 1983
 ES0637_MARK LOGO: NGS   
 ES0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0637+STABILITY: POSITION/ELEVATION WELL
 ES0637
 ES0637  HISTORY     - Date     Condition        Report By
 ES0637  HISTORY     - 1983     MONUMENTED       NGS
 ES0637
 ES0637                          STATION DESCRIPTION
 ES0637
 ES0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0637'4.1 KM (2.55 MI) NE FROM HOLBROOK.
 ES0637'4.1 KM (2.55 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0637'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN TOP OF AND 0.2 METER
 ES0637'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 ES0637'ABUTMENT OF THE SOUTHWEST BOUND OVERPASS OF THE NORTHEAST BOUND LANES
 ES0637'OF BUSINESS INTERSTATE HIGHWAY 40, 5.0 METERS (16.4 FT) SOUTHEAST OF
 ES0637'THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 4.2
 ES0637'METERS (13.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 ES0637'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0797 ***********************************************************************
 ES0797  DESIGNATION -  D 501
 ES0797  PID         -  ES0797
 ES0797  STATE/COUNTY-  AZ/NAVAJO
 ES0797  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0797
 ES0797                         *CURRENT SURVEY CONTROL
 ES0797  ___________________________________________________________________
 ES0797* NAD 83(1986)-  34 41 50.     (N)    110 06 27.     (W)     SCALED    
 ES0797* NAVD 88     -      1681.513  (meters)    5516.76   (feet)  ADJUSTED  
 ES0797  ___________________________________________________________________
 ES0797  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0797  DYNAMIC HT  -        1679.149 (meters)    5509.01  (feet)  COMP
 ES0797  MODELED GRAV-     979,170.0   (mgal)                       NAVD 88
 ES0797
 ES0797  VERT ORDER  -  FIRST     CLASS II
 ES0797
 ES0797.The horizontal coordinates were scaled from a topographic map and have
 ES0797.an estimated accuracy of +/- 6 seconds.
 ES0797
 ES0797.The orthometric height was determined by differential leveling
 ES0797.and adjusted by the National Geodetic Survey in June 1991..
 ES0797
 ES0797.The geoid height was determined by GEOID03.
 ES0797
 ES0797.The dynamic height is computed by dividing the NAVD 88
 ES0797.geopotential number by the normal gravity value computed on the
 ES0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0797.degrees latitude (g = 980.6199 gals.).
 ES0797
 ES0797.The modeled gravity was interpolated from observed gravity values.
 ES0797
 ES0797;                    North         East    Units  Estimated Accuracy
 ES0797;SPC AZ E     -   409,990.      218,780.      MT  (+/- 180 meters Scaled)
 ES0797
 ES0797                          SUPERSEDED SURVEY CONTROL
 ES0797
 ES0797.No superseded survey control is available for this station.
 ES0797
 ES0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD817398(NAD 83)
 ES0797_MARKER: I = METAL ROD
 ES0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0797_SP_SET: STAINLESS STEEL ROD
 ES0797_STAMPING: D 501 1983
 ES0797_MARK LOGO: NGS   
 ES0797_PROJECTION: FLUSH
 ES0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0797+STABILITY: POSITION/ELEVATION WELL
 ES0797_ROD/PIPE-DEPTH: 4.6  meters
 ES0797
 ES0797  HISTORY     - Date     Condition        Report By
 ES0797  HISTORY     - 1983     MONUMENTED       NGS
 ES0797
 ES0797                          STATION DESCRIPTION
 ES0797
 ES0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0797'23.7 KM (14.7 MI) SOUTH FROM HOLBROOK.
 ES0797'23.7 KM (14.7 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0797'WITH HOPI DRIVE IN HOLBROOK, 40.0 METERS (131.2 FT) SOUTHEAST OF
 ES0797'MILEPOST 374, 29.9 METERS (98.1 FT) EAST OF THE CENTERLINE OF THE
 ES0797'HIGHWAY AND 4.2 METERS (13.8 FT) NORTH OF THE CENTER OF A FIELD
 ES0797'ENTRANCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ES0797'CAP.
 ES0797'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0797'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0822 ***********************************************************************
 ES0822  DESIGNATION -  D 502
 ES0822  PID         -  ES0822
 ES0822  STATE/COUNTY-  AZ/NAVAJO
 ES0822  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0822
 ES0822                         *CURRENT SURVEY CONTROL
 ES0822  ___________________________________________________________________
 ES0822* NAD 83(1986)-  34 21 08.     (N)    110 03 11.     (W)     SCALED    
 ES0822* NAVD 88     -      1864.501  (meters)    6117.12   (feet)  ADJUSTED  
 ES0822  ___________________________________________________________________
 ES0822  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0822  DYNAMIC HT  -        1861.759 (meters)    6108.12  (feet)  COMP
 ES0822  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 ES0822
 ES0822  VERT ORDER  -  FIRST     CLASS II
 ES0822
 ES0822.The horizontal coordinates were scaled from a topographic map and have
 ES0822.an estimated accuracy of +/- 6 seconds.
 ES0822
 ES0822.The orthometric height was determined by differential leveling
 ES0822.and adjusted by the National Geodetic Survey in June 1991..
 ES0822
 ES0822.The geoid height was determined by GEOID03.
 ES0822
 ES0822.The dynamic height is computed by dividing the NAVD 88
 ES0822.geopotential number by the normal gravity value computed on the
 ES0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0822.degrees latitude (g = 980.6199 gals.).
 ES0822
 ES0822.The modeled gravity was interpolated from observed gravity values.
 ES0822
 ES0822;                    North         East    Units  Estimated Accuracy
 ES0822;SPC AZ E     -   371,730.      223,810.      MT  (+/- 180 meters Scaled)
 ES0822
 ES0822                          SUPERSEDED SURVEY CONTROL
 ES0822
 ES0822.No superseded survey control is available for this station.
 ES0822
 ES0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD870016(NAD 83)
 ES0822_MARKER: DB = BENCH MARK DISK
 ES0822_SETTING: 66 = SET IN ROCK OUTCROP
 ES0822_SP_SET: ROCK OUTCROP
 ES0822_STAMPING: D 502 1983
 ES0822_MARK LOGO: NGS   
 ES0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0822
 ES0822  HISTORY     - Date     Condition        Report By
 ES0822  HISTORY     - 1983     MONUMENTED       NGS
 ES0822
 ES0822                          STATION DESCRIPTION
 ES0822
 ES0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0822'12.0 KM (7.45 MI) NORTH FROM SHOW LOW.
 ES0822'12.0 KM (7.45 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0822'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 ES0822'349, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0822'28.5 METERS (93.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5
 ES0822'METERS (4.9 FT) WEST OF A FENCE.
 ES0822'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0822'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0384 ***********************************************************************
 FP0384  DESIGNATION -  D 503
 FP0384  PID         -  FP0384
 FP0384  STATE/COUNTY-  AZ/APACHE
 FP0384  USGS QUAD   -  HOUCK (1971)
 FP0384
 FP0384                         *CURRENT SURVEY CONTROL
 FP0384  ___________________________________________________________________
 FP0384* NAD 83(1986)-  35 18 01.     (N)    109 07 55.     (W)     SCALED    
 FP0384* NAVD 88     -      1874.208  (meters)    6148.96   (feet)  ADJUSTED  
 FP0384  ___________________________________________________________________
 FP0384  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 FP0384  DYNAMIC HT  -        1871.566 (meters)    6140.30  (feet)  COMP
 FP0384  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FP0384
 FP0384  VERT ORDER  -  FIRST     CLASS II
 FP0384
 FP0384.The horizontal coordinates were scaled from a topographic map and have
 FP0384.an estimated accuracy of +/- 6 seconds.
 FP0384
 FP0384.The orthometric height was determined by differential leveling
 FP0384.and adjusted by the National Geodetic Survey in June 1991..
 FP0384
 FP0384.The geoid height was determined by GEOID03.
 FP0384
 FP0384.The dynamic height is computed by dividing the NAVD 88
 FP0384.geopotential number by the normal gravity value computed on the
 FP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0384.degrees latitude (g = 980.6199 gals.).
 FP0384
 FP0384.The modeled gravity was interpolated from observed gravity values.
 FP0384
 FP0384;                    North         East    Units  Estimated Accuracy
 FP0384;SPC AZ E     -   477,380.      307,460.      MT  (+/- 180 meters Scaled)
 FP0384
 FP0384                          SUPERSEDED SURVEY CONTROL
 FP0384
 FP0384.No superseded survey control is available for this station.
 FP0384
 FP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE698079(NAD 83)
 FP0384_MARKER: DB = BENCH MARK DISK
 FP0384_SETTING: 66 = SET IN ROCK OUTCROP
 FP0384_SP_SET: ROCK OUTCROP
 FP0384_STAMPING: D 503 1983
 FP0384_MARK LOGO: NGS   
 FP0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0384+STABILITY: POSITION/ELEVATION WELL
 FP0384
 FP0384  HISTORY     - Date     Condition        Report By
 FP0384  HISTORY     - 1983     MONUMENTED       NGS
 FP0384
 FP0384                          STATION DESCRIPTION
 FP0384
 FP0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0384'31.4 KM (19.5 MI) NE FROM CHAMBERS.
 FP0384'31.4 KM (19.5 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0384'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0384'THE CENTER OF A 4 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 FP0384'(0.1 MI) NORTHEAST OF MILEPOST 353, 40.9 METERS (134.2 FT) NORTHWEST
 FP0384'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 40.8
 FP0384'METERS (133.9 FT) NORTH OF THE NORTH CORNER OF A LARGE BOX CULVERT.
 FP0384'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FP0384'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0546 ***********************************************************************
 FQ0546  DESIGNATION -  D 504
 FQ0546  PID         -  FQ0546
 FQ0546  STATE/COUNTY-  AZ/COCONINO
 FQ0546  USGS QUAD   -  WINONA (1974)
 FQ0546
 FQ0546                         *CURRENT SURVEY CONTROL
 FQ0546  ___________________________________________________________________
 FQ0546* NAD 83(1986)-  35 12 05.     (N)    111 28 38.     (W)     SCALED    
 FQ0546* NAVD 88     -      1979.704  (meters)    6495.08   (feet)  ADJUSTED  
 FQ0546  ___________________________________________________________________
 FQ0546  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FQ0546  DYNAMIC HT  -        1976.895 (meters)    6485.86  (feet)  COMP
 FQ0546  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 FQ0546
 FQ0546  VERT ORDER  -  FIRST     CLASS II
 FQ0546
 FQ0546.The horizontal coordinates were scaled from a topographic map and have
 FQ0546.an estimated accuracy of +/- 6 seconds.
 FQ0546
 FQ0546.The orthometric height was determined by differential leveling
 FQ0546.and adjusted by the National Geodetic Survey in June 1991..
 FQ0546
 FQ0546.The geoid height was determined by GEOID03.
 FQ0546
 FQ0546.The dynamic height is computed by dividing the NAVD 88
 FQ0546.geopotential number by the normal gravity value computed on the
 FQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0546.degrees latitude (g = 980.6199 gals.).
 FQ0546
 FQ0546.The modeled gravity was interpolated from observed gravity values.
 FQ0546
 FQ0546;                    North         East    Units  Estimated Accuracy
 FQ0546;SPC AZ C     -   466,000.      253,370.      MT  (+/- 180 meters Scaled)
 FQ0546
 FQ0546                          SUPERSEDED SURVEY CONTROL
 FQ0546
 FQ0546.No superseded survey control is available for this station.
 FQ0546
 FQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD565954(NAD 83)
 FQ0546_MARKER: DB = BENCH MARK DISK
 FQ0546_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0546_SP_SET: ROCK OUTCROP
 FQ0546_STAMPING: D 504 1983
 FQ0546_MARK LOGO: NGS   
 FQ0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0546+STABILITY: POSITION/ELEVATION WELL
 FQ0546
 FQ0546  HISTORY     - Date     Condition        Report By
 FQ0546  HISTORY     - 1983     MONUMENTED       NGS
 FQ0546
 FQ0546                          STATION DESCRIPTION
 FQ0546
 FQ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0546'17.4 KM (10.8 MI) EAST FROM FLAGSTAFF.
 FQ0546'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0546'RAILROAD STATION IN FLAGSTAFF, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG
 FQ0546'INTERSTATE HIGHWAY 40, IN THE SOUTHWEST END OF A 3 BY 4 FT EXPOSED
 FQ0546'AREA OF OUTCROPPING BEDROCK NEAR THE CENTER OF A HIGHWAY CUT, 35.4
 FQ0546'METERS (116.1 FT) WEST OF THE CENTER OF A HIGHWAY OVERPASS AND 13.3
 FQ0546'METERS (43.6 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0546'THE HIGHWAY.
 FQ0546'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 FQ0546'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0481 ***********************************************************************
 GP0481  DESIGNATION -  D 505
 GP0481  PID         -  GP0481
 GP0481  STATE/COUNTY-  AZ/COCONINO
 GP0481  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0481
 GP0481                         *CURRENT SURVEY CONTROL
 GP0481  ___________________________________________________________________
 GP0481* NAD 83(1986)-  36 09 57.     (N)    111 23 25.     (W)     SCALED    
 GP0481* NAVD 88     -      1442.356  (meters)    4732.13   (feet)  ADJUSTED  
 GP0481  ___________________________________________________________________
 GP0481  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0481  DYNAMIC HT  -        1440.586 (meters)    4726.32  (feet)  COMP
 GP0481  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 GP0481
 GP0481  VERT ORDER  -  FIRST     CLASS II
 GP0481
 GP0481.The horizontal coordinates were scaled from a topographic map and have
 GP0481.an estimated accuracy of +/- 6 seconds.
 GP0481
 GP0481.The orthometric height was determined by differential leveling
 GP0481.and adjusted by the National Geodetic Survey in June 1991..
 GP0481
 GP0481.The geoid height was determined by GEOID03.
 GP0481
 GP0481.The dynamic height is computed by dividing the NAVD 88
 GP0481.geopotential number by the normal gravity value computed on the
 GP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0481.degrees latitude (g = 980.6199 gals.).
 GP0481
 GP0481.The modeled gravity was interpolated from observed gravity values.
 GP0481
 GP0481;                    North         East    Units  Estimated Accuracy
 GP0481;SPC AZ C     -   573,040.      260,720.      MT  (+/- 180 meters Scaled)
 GP0481
 GP0481                          SUPERSEDED SURVEY CONTROL
 GP0481
 GP0481.No superseded survey control is available for this station.
 GP0481
 GP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF648024(NAD 83)
 GP0481_MARKER: I = METAL ROD
 GP0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0481_SP_SET: STAINLESS STEEL ROD
 GP0481_STAMPING: D 505 1983
 GP0481_MARK LOGO: NGS   
 GP0481_PROJECTION: FLUSH
 GP0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0481_ROD/PIPE-DEPTH: 9.8  meters
 GP0481
 GP0481  HISTORY     - Date     Condition        Report By
 GP0481  HISTORY     - 1983     MONUMENTED       NGS
 GP0481
 GP0481                          STATION DESCRIPTION
 GP0481
 GP0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0481'20.1 KM (12.5 MI) SW FROM TUBA CITY.
 GP0481'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM THE
 GP0481'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 11.5 KM (7.15 MI)
 GP0481'NORTHWESTERLY ALONG COUNTY ROAD 23, 0.9 KM (0.55 MI) EAST OF THE
 GP0481'JUNCTION OF U.S. HIGHWAY 89, 30.8 METERS (101.0 FT) SOUTHWEST OF A 1-
 GP0481'BY 10-FOOT UPRIGHT WATER PIPE, 12.0 METERS (39.4 FT) EAST OF THE
 GP0481'CENTER OF A DIRT ROAD LEADING NORTHEAST, AND 11.0 METERS (36.1 FT)
 GP0481'NORTH OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0481'THROUGH A 5-INCH LOGO CAP.
 GP0481'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0481'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0458 ***********************************************************************
 GP0458  DESIGNATION -  D 506
 GP0458  PID         -  GP0458
 GP0458  STATE/COUNTY-  AZ/COCONINO
 GP0458  USGS QUAD   -  TUBA CITY NE (1969)
 GP0458
 GP0458                         *CURRENT SURVEY CONTROL
 GP0458  ___________________________________________________________________
 GP0458* NAD 83(1992)-  36 11 47.12617(N)    111 03 42.73542(W)     ADJUSTED  
 GP0458* NAVD 88     -      1604.782  (meters)    5265.02   (feet)  ADJUSTED  
 GP0458  ___________________________________________________________________
 GP0458  X           -  -1,852,379.257 (meters)                     COMP
 GP0458  Y           -  -4,810,081.357 (meters)                     COMP
 GP0458  Z           -   3,746,736.693 (meters)                     COMP
 GP0458  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GP0458  ELLIP HEIGHT-        1581.89  (meters)          (03/15/96) GPS OBS
 GP0458  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GP0458  DYNAMIC HT  -        1602.762 (meters)    5258.40  (feet)  COMP
 GP0458  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 GP0458
 GP0458  HORZ ORDER  -  FIRST
 GP0458  VERT ORDER  -  FIRST     CLASS II
 GP0458  ELLP ORDER  -  FOURTH    CLASS I
 GP0458
 GP0458.The horizontal coordinates were established by GPS observations
 GP0458.and adjusted by the National Geodetic Survey in March 1996..
 GP0458
 GP0458.The orthometric height was determined by differential leveling
 GP0458.and adjusted by the National Geodetic Survey in June 1991..
 GP0458
 GP0458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0458
 GP0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0458
 GP0458.The ellipsoidal height was determined by GPS observations
 GP0458.and is referenced to NAD 83.
 GP0458
 GP0458.The geoid height was determined by GEOID03.
 GP0458
 GP0458.The dynamic height is computed by dividing the NAVD 88
 GP0458.geopotential number by the normal gravity value computed on the
 GP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0458.degrees latitude (g = 980.6199 gals.).
 GP0458
 GP0458.The modeled gravity was interpolated from observed gravity values.
 GP0458
 GP0458;                    North         East     Units Scale Factor Converg.
 GP0458;SPC AZ C     -   576,644.732   290,233.139   MT  0.99997279   +0 30 17.4
 GP0458;SPC AZ C     - 1,891,879.04    952,208.46   iFT  0.99997279   +0 30 17.4
 GP0458;UTM  12      - 4,005,736.870   494,437.579   MT  0.99960038   -0 02 11.5
 GP0458
 GP0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0458!SPC AZ C     -   0.99975179  x   0.99997279  =   0.99972459
 GP0458!UTM  12      -   0.99975179  x   0.99960038  =   0.99935227
 GP0458
 GP0458                          SUPERSEDED SURVEY CONTROL
 GP0458
 GP0458  NAVD 88 (03/15/96) 1604.78   (m)         5265.0    (f) LEVELING    3  
 GP0458
 GP0458.Superseded values are not recommended for survey control.
 GP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0458.See file dsdata.txt to determine how the superseded data were derived.
 GP0458
 GP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9443805737(NAD 83)
 GP0458_MARKER: I = METAL ROD
 GP0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0458_SP_SET: STAINLESS STEEL ROD
 GP0458_STAMPING: D 506 1983
 GP0458_MARK LOGO: NGS   
 GP0458_PROJECTION: FLUSH
 GP0458_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0458+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1995
 GP0458_ROD/PIPE-DEPTH: 4.6  meters
 GP0458
 GP0458  HISTORY     - Date     Condition        Report By
 GP0458  HISTORY     - 1983     MONUMENTED       NGS
 GP0458  HISTORY     - 19950923 GOOD             NGS
 GP0458
 GP0458                          STATION DESCRIPTION
 GP0458
 GP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0458'17.7 KM (11.0 MI) NE FROM TUBA CITY.
 GP0458'17.7 KM (11.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0458'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0458'SOUTHWEST OF MILEPOST 333, AND 30.8 METERS (101.0 FT) SOUTHEAST OF THE
 GP0458'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 GP0458'A 5-INCH LOGO CAP.
 GP0458'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0458
 GP0458                          STATION RECOVERY (1995)
 GP0458
 GP0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GP0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0391 ***********************************************************************
 GP0391  DESIGNATION -  D 507
 GP0391  PID         -  GP0391
 GP0391  STATE/COUNTY-  AZ/NAVAJO
 GP0391  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0391
 GP0391                         *CURRENT SURVEY CONTROL
 GP0391  ___________________________________________________________________
 GP0391* NAD 83(1986)-  36 54 22.     (N)    110 14 11.     (W)     SCALED    
 GP0391* NAVD 88     -      1611.524  (meters)    5287.14   (feet)  ADJUSTED  
 GP0391  ___________________________________________________________________
 GP0391  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GP0391  DYNAMIC HT  -        1609.651 (meters)    5281.00  (feet)  COMP
 GP0391  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 GP0391
 GP0391  VERT ORDER  -  FIRST     CLASS II
 GP0391
 GP0391.The horizontal coordinates were scaled from a topographic map and have
 GP0391.an estimated accuracy of +/- 6 seconds.
 GP0391
 GP0391.The orthometric height was determined by differential leveling
 GP0391.and adjusted by the National Geodetic Survey in June 1991..
 GP0391
 GP0391.The geoid height was determined by GEOID03.
 GP0391
 GP0391.The dynamic height is computed by dividing the NAVD 88
 GP0391.geopotential number by the normal gravity value computed on the
 GP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0391.degrees latitude (g = 980.6199 gals.).
 GP0391
 GP0391.The modeled gravity was interpolated from observed gravity values.
 GP0391
 GP0391;                    North         East    Units  Estimated Accuracy
 GP0391;SPC AZ E     -   655,050.      207,150.      MT  (+/- 180 meters Scaled)
 GP0391
 GP0391                          SUPERSEDED SURVEY CONTROL
 GP0391
 GP0391.No superseded survey control is available for this station.
 GP0391
 GP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF680847(NAD 83)
 GP0391_MARKER: I = METAL ROD
 GP0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0391_SP_SET: STAINLESS STEEL ROD
 GP0391_STAMPING: D 507 1983
 GP0391_MARK LOGO: NGS   
 GP0391_PROJECTION: FLUSH
 GP0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0391_ROD/PIPE-DEPTH: 9.1  meters
 GP0391
 GP0391  HISTORY     - Date     Condition        Report By
 GP0391  HISTORY     - 1983     MONUMENTED       NGS
 GP0391  HISTORY     - 19851216 POOR             USGS
 GP0391
 GP0391                          STATION DESCRIPTION
 GP0391
 GP0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0391'25.7 KM (15.95 MI) NORT FROM KAYENTA.
 GP0391'25.7 KM (15.95 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0391'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 GP0391'410, 21.6 METERS (70.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0391'6.5 METERS (21.3 FT) SOUTH OF THE CENTER OF COUNTY ROAD 640 AT A
 GP0391'CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0391'CAP.
 GP0391'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GP0391'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 GP0391
 GP0391                          STATION RECOVERY (1985)
 GP0391
 GP0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0391'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0375 ***********************************************************************
 GP0375  DESIGNATION -  D 508
 GP0375  PID         -  GP0375
 GP0375  STATE/COUNTY-  AZ/COCONINO
 GP0375  USGS QUAD   -  THE GAP (1981)
 GP0375
 GP0375                         *CURRENT SURVEY CONTROL
 GP0375  ___________________________________________________________________
 GP0375* NAD 83(1986)-  36 20 15.     (N)    111 29 30.     (W)     SCALED    
 GP0375* NAVD 88     -      1679.099  (meters)    5508.84   (feet)  ADJUSTED  
 GP0375  ___________________________________________________________________
 GP0375  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GP0375  DYNAMIC HT  -        1676.984 (meters)    5501.90  (feet)  COMP
 GP0375  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 GP0375
 GP0375  VERT ORDER  -  FIRST     CLASS II
 GP0375
 GP0375.The horizontal coordinates were scaled from a topographic map and have
 GP0375.an estimated accuracy of +/- 6 seconds.
 GP0375
 GP0375.The orthometric height was determined by differential leveling
 GP0375.and adjusted by the National Geodetic Survey in June 1991..
 GP0375
 GP0375.The geoid height was determined by GEOID03.
 GP0375
 GP0375.The dynamic height is computed by dividing the NAVD 88
 GP0375.geopotential number by the normal gravity value computed on the
 GP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0375.degrees latitude (g = 980.6199 gals.).
 GP0375
 GP0375.The modeled gravity was interpolated from observed gravity values.
 GP0375
 GP0375;                    North         East    Units  Estimated Accuracy
 GP0375;SPC AZ C     -   592,040.      251,510.      MT  (+/- 180 meters Scaled)
 GP0375
 GP0375                          SUPERSEDED SURVEY CONTROL
 GP0375
 GP0375.No superseded survey control is available for this station.
 GP0375
 GP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF558214(NAD 83)
 GP0375_MARKER: DB = BENCH MARK DISK
 GP0375_SETTING: 66 = SET IN ROCK OUTCROP
 GP0375_SP_SET: ROCK OUTCROP
 GP0375_STAMPING: D 508 1983
 GP0375_MARK LOGO: NGS   
 GP0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0375+STABILITY: POSITION/ELEVATION WELL
 GP0375
 GP0375  HISTORY     - Date     Condition        Report By
 GP0375  HISTORY     - 1983     MONUMENTED       NGS
 GP0375  HISTORY     - 19931201 GOOD             USPSQD
 GP0375
 GP0375                          STATION DESCRIPTION
 GP0375
 GP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0375'4.8 KM (3.0 MI) NW FROM THE GAP.
 GP0375'4.8 KM (3.0 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0375'THE GAP, IN TOP OF AND 18.1 METERS (59.5 FT) NORTHWEST OF THE
 GP0375'SOUTHEAST END OF A MULTI-COLORED SANDSTONE OUTCROP RIDGE, 0.08 KM
 GP0375'(0.05 MI) NORTHWEST OF THE CROSSING OF BILLY GOAT WASH, 28.0 METERS
 GP0375'(92 FT) NORTHEAST OF MILEPOST 501, 35.9 METERS (118 FT) NORTHEAST OF
 GP0375'THE HIGHWAY CENTERLINE, 29.2 METERS (96 FT) NORTHWEST OF THE CENTER OF
 GP0375'A DIRT ROAD, 0.9 METER (3 FT) NORTHEAST OF THE TOP SOUTHWEST EDGE OF
 GP0375'THE RIDGE.
 GP0375'THE MARK IS 1.3 METERS  NE FROM A WITNESS POST.
 GP0375'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 GP0375
 GP0375                          STATION RECOVERY (1993)
 GP0375
 GP0375'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0259 ***********************************************************************
 GP0259  DESIGNATION -  D 51
 GP0259  PID         -  GP0259
 GP0259  STATE/COUNTY-  AZ/COCONINO
 GP0259  USGS QUAD   -  EMMETT WASH (1985)
 GP0259
 GP0259                         *CURRENT SURVEY CONTROL
 GP0259  ___________________________________________________________________
 GP0259* NAD 83(1986)-  36 42 30.     (N)    111 46 55.     (W)     SCALED    
 GP0259* NAVD 88     -      1334.339  (meters)    4377.74   (feet)  POSTED    
 GP0259  ___________________________________________________________________
 GP0259  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0259  DYNAMIC HT  -        1332.780 (meters)    4372.63  (feet)  COMP
 GP0259  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 GP0259
 GP0259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0259
 GP0259.The horizontal coordinates were scaled from a topographic map and have
 GP0259.an estimated accuracy of +/- 6 seconds.
 GP0259
 GP0259.The orthometric height was determined by differential leveling
 GP0259.and adjusted by the National Geodetic Survey in 1992..
 GP0259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0259.rate of 0.0 thru 1.0 mm/km.
 GP0259
 GP0259.The geoid height was determined by GEOID03.
 GP0259
 GP0259.The dynamic height is computed by dividing the NAVD 88
 GP0259.geopotential number by the normal gravity value computed on the
 GP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0259.degrees latitude (g = 980.6199 gals.).
 GP0259
 GP0259.The modeled gravity was interpolated from observed gravity values.
 GP0259
 GP0259;                    North         East    Units  Estimated Accuracy
 GP0259;SPC AZ C     -   633,110.      225,400.      MT  (+/- 180 meters Scaled)
 GP0259
 GP0259                          SUPERSEDED SURVEY CONTROL
 GP0259
 GP0259  NGVD 29 (??/??/92) 1333.416  (m)         4374.72   (f) ADJ UNCH    1 2
 GP0259
 GP0259.Superseded values are not recommended for survey control.
 GP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0259.See file dsdata.txt to determine how the superseded data were derived.
 GP0259
 GP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF301628(NAD 83)
 GP0259_MARKER: DB = BENCH MARK DISK
 GP0259_SETTING: 80 = SET IN A BOULDER
 GP0259_SP_SET: BOULDER
 GP0259_STAMPING: D 51 1934
 GP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0259+STABILITY: SURFACE MOTION
 GP0259
 GP0259  HISTORY     - Date     Condition        Report By
 GP0259  HISTORY     - 1934     MONUMENTED       CGS
 GP0259
 GP0259                          STATION DESCRIPTION
 GP0259
 GP0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0259'11.6 MI SW FROM MARBLE CANYON.
 GP0259'11.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0259'MARBLE CANYON, COCONINO COUNTY, 150 YARDS WEST OF THE WEST END OF A
 GP0259'GUARDRAIL, 65 YARDS SOUTHWEST OF A CULVERT AT STATION 636+38, AT AN
 GP0259'OLD ROAD CROSSING, 7 YARDS EAST OF A WASH, 55 FEET SOUTH OF THE
 GP0259'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND
 GP0259'ABOUT 8 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0507 ***********************************************************************
 FQ0507  DESIGNATION -  D 510
 FQ0507  PID         -  FQ0507
 FQ0507  STATE/COUNTY-  AZ/COCONINO
 FQ0507  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0507
 FQ0507                         *CURRENT SURVEY CONTROL
 FQ0507  ___________________________________________________________________
 FQ0507* NAD 83(1992)-  35 50 53.08066(N)    111 25 52.62790(W)     ADJUSTED  
 FQ0507* NAVD 88     -      1357.090  (meters)    4452.39   (feet)  ADJUSTED  
 FQ0507  ___________________________________________________________________
 FQ0507  X           -  -1,891,587.610 (meters)                     COMP
 FQ0507  Y           -  -4,819,015.383 (meters)                     COMP
 FQ0507  Z           -   3,715,321.731 (meters)                     COMP
 FQ0507  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 FQ0507  ELLIP HEIGHT-        1333.07  (meters)          (08/22/05) GPS OBS
 FQ0507  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0507  DYNAMIC HT  -        1355.390 (meters)    4446.81  (feet)  COMP
 FQ0507  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 FQ0507
 FQ0507  HORZ ORDER  -  B
 FQ0507  VERT ORDER  -  FIRST     CLASS II
 FQ0507  ELLP ORDER  -  THIRD     CLASS I
 FQ0507
 FQ0507.The horizontal coordinates were established by GPS observations
 FQ0507.and adjusted by the National Geodetic Survey in August 2005..
 FQ0507
 FQ0507.The orthometric height was determined by differential leveling
 FQ0507.and adjusted by the National Geodetic Survey in June 1991..
 FQ0507
 FQ0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0507
 FQ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0507
 FQ0507.The ellipsoidal height was determined by GPS observations
 FQ0507.and is referenced to NAD 83.
 FQ0507
 FQ0507.The geoid height was determined by GEOID03.
 FQ0507
 FQ0507.The dynamic height is computed by dividing the NAVD 88
 FQ0507.geopotential number by the normal gravity value computed on the
 FQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0507.degrees latitude (g = 980.6199 gals.).
 FQ0507
 FQ0507.The modeled gravity was interpolated from observed gravity values.
 FQ0507
 FQ0507;                    North         East     Units Scale Factor Converg.
 FQ0507;SPC AZ C     -   537,766.432   257,203.319   MT  0.99992368   +0 17 03.3
 FQ0507;SPC AZ C     - 1,764,325.56    843,842.91   iFT  0.99992368   +0 17 03.3
 FQ0507;UTM  12      - 3,967,184.134   461,054.727   MT  0.99961869   -0 15 09.3
 FQ0507
 FQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0507!SPC AZ C     -   0.99979082  x   0.99992368  =   0.99971451
 FQ0507!UTM  12      -   0.99979082  x   0.99961869  =   0.99940959
 FQ0507
 FQ0507                          SUPERSEDED SURVEY CONTROL
 FQ0507
 FQ0507  NAVD 88 (08/22/05) 1357.09   (m)         4452.4    (f) LEVELING    3  
 FQ0507
 FQ0507.Superseded values are not recommended for survey control.
 FQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0507.See file dsdata.txt to determine how the superseded data were derived.
 FQ0507
 FQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6105567184(NAD 83)
 FQ0507_MARKER: DB = BENCH MARK DISK
 FQ0507_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0507_SP_SET: ROCK OUTCROP
 FQ0507_STAMPING: D 510 1983
 FQ0507_MARK LOGO: NGS   
 FQ0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0507+STABILITY: POSITION/ELEVATION WELL
 FQ0507
 FQ0507  HISTORY     - Date     Condition        Report By
 FQ0507  HISTORY     - 1983     MONUMENTED       NGS
 FQ0507
 FQ0507                          STATION DESCRIPTION
 FQ0507
 FQ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0507'3.5 KM (2.2 MI) SOUTH FROM CAMERON.
 FQ0507'3.5 KM (2.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0507'CAMERON, IN TOP OF A SANDSTONE OUTCROP IN A LOW CUT, 17.3 METERS (57
 FQ0507'FT) WEST OF THE HIGHWAY CENTERLINE, 54.2 METERS (178 FT) NORTH OF THE
 FQ0507'WEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 17.3 METERS (57
 FQ0507'FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0507'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0507'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0499 ***********************************************************************
 FQ0499  DESIGNATION -  D 511
 FQ0499  PID         -  FQ0499
 FQ0499  STATE/COUNTY-  AZ/COCONINO
 FQ0499  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0499
 FQ0499                         *CURRENT SURVEY CONTROL
 FQ0499  ___________________________________________________________________
 FQ0499* NAD 83(1986)-  35 45 26.     (N)    111 28 05.     (W)     SCALED    
 FQ0499* NAVD 88     -      1505.903  (meters)    4940.62   (feet)  ADJUSTED  
 FQ0499  ___________________________________________________________________
 FQ0499  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0499  DYNAMIC HT  -        1503.984 (meters)    4934.32  (feet)  COMP
 FQ0499  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 FQ0499
 FQ0499  VERT ORDER  -  FIRST     CLASS II
 FQ0499
 FQ0499.The horizontal coordinates were scaled from a topographic map and have
 FQ0499.an estimated accuracy of +/- 6 seconds.
 FQ0499
 FQ0499.The orthometric height was determined by differential leveling
 FQ0499.and adjusted by the National Geodetic Survey in June 1991..
 FQ0499
 FQ0499.The geoid height was determined by GEOID03.
 FQ0499
 FQ0499.The dynamic height is computed by dividing the NAVD 88
 FQ0499.geopotential number by the normal gravity value computed on the
 FQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0499.degrees latitude (g = 980.6199 gals.).
 FQ0499
 FQ0499.The modeled gravity was interpolated from observed gravity values.
 FQ0499
 FQ0499;                    North         East    Units  Estimated Accuracy
 FQ0499;SPC AZ C     -   527,670.      253,930.      MT  (+/- 180 meters Scaled)
 FQ0499
 FQ0499                          SUPERSEDED SURVEY CONTROL
 FQ0499
 FQ0499.No superseded survey control is available for this station.
 FQ0499
 FQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE576571(NAD 83)
 FQ0499_MARKER: DB = BENCH MARK DISK
 FQ0499_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0499_SP_SET: ROCK OUTCROP
 FQ0499_STAMPING: D 511 1983
 FQ0499_MARK LOGO: NGS   
 FQ0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0499+STABILITY: POSITION/ELEVATION WELL
 FQ0499
 FQ0499  HISTORY     - Date     Condition        Report By
 FQ0499  HISTORY     - 1983     MONUMENTED       NGS
 FQ0499
 FQ0499                          STATION DESCRIPTION
 FQ0499
 FQ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0499'14.2 KM (8.8 MI) SOUTH FROM CAMERON.
 FQ0499'14.2 KM (8.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0499'CAMERON, IN TOP OF A MASSIVE PORTION OF OUTCROP FLUSH WITH THE SURFACE
 FQ0499'OF THE GROUND AND BETWEEN MILEPOST 458 AND THE SOUTH BOUNDARY LINE OF
 FQ0499'THE NAVAJO RESERVATION, 13.7 METERS (45 FT) EAST OF THE HIGHWAY
 FQ0499'CENTERLINE, 36.5 METERS (120 FT) SOUTH OF MILEPOST 458, 18.2 METERS
 FQ0499'(60 FT) WEST OF THE RIGHT OF WAY FENCE, 16.7 METERS (55 FT) NORTH OF A
 FQ0499'MOUNMENT.
 FQ0499'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0433 ***********************************************************************
 GP0433  DESIGNATION -  D 512
 GP0433  PID         -  GP0433
 GP0433  STATE/COUNTY-  AZ/COCONINO
 GP0433  USGS QUAD   -  COW SPRINGS (1970)
 GP0433
 GP0433                         *CURRENT SURVEY CONTROL
 GP0433  ___________________________________________________________________
 GP0433* NAD 83(1986)-  36 26 20.     (N)    110 45 12.     (W)     SCALED    
 GP0433* NAVD 88     -      1853.985  (meters)    6082.62   (feet)  ADJUSTED  
 GP0433  ___________________________________________________________________
 GP0433  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 GP0433  DYNAMIC HT  -        1851.652 (meters)    6074.96  (feet)  COMP
 GP0433  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 GP0433
 GP0433  VERT ORDER  -  FIRST     CLASS II
 GP0433
 GP0433.The horizontal coordinates were scaled from a topographic map and have
 GP0433.an estimated accuracy of +/- 6 seconds.
 GP0433
 GP0433.The orthometric height was determined by differential leveling
 GP0433.and adjusted by the National Geodetic Survey in June 1991..
 GP0433
 GP0433.The geoid height was determined by GEOID03.
 GP0433
 GP0433.The dynamic height is computed by dividing the NAVD 88
 GP0433.geopotential number by the normal gravity value computed on the
 GP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0433.degrees latitude (g = 980.6199 gals.).
 GP0433
 GP0433.The modeled gravity was interpolated from observed gravity values.
 GP0433
 GP0433;                    North         East    Units  Estimated Accuracy
 GP0433;SPC AZ C     -   603,840.      317,660.      MT  (+/- 180 meters Scaled)
 GP0433
 GP0433                          SUPERSEDED SURVEY CONTROL
 GP0433
 GP0433.No superseded survey control is available for this station.
 GP0433
 GP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF221326(NAD 83)
 GP0433_MARKER: I = METAL ROD
 GP0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0433_SP_SET: STAINLESS STEEL ROD
 GP0433_STAMPING: D 512 1983
 GP0433_MARK LOGO: NGS   
 GP0433_PROJECTION: FLUSH
 GP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0433_ROD/PIPE-DEPTH: 10.4 meters
 GP0433
 GP0433  HISTORY     - Date     Condition        Report By
 GP0433  HISTORY     - 1983     MONUMENTED       NGS
 GP0433
 GP0433                          STATION DESCRIPTION
 GP0433
 GP0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0433'57.0 KM (35.4 MI) SW FROM KAYENTA.
 GP0433'57.0 KM (35.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0433'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, OR 57.9 KM (35.95 MI)
 GP0433'NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH STATE
 GP0433'HIGHWAY 264 IN TUBA CITY, 6.1 KM (3.8 MI) SOUTHWEST OF THE JUNCTION OF
 GP0433'STATE HIGHWAY 98, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 358,
 GP0433'30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0433'0.5 METER (1.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 GP0433'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0433'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0407 ***********************************************************************
 GP0407  DESIGNATION -  D 513
 GP0407  PID         -  GP0407
 GP0407  STATE/COUNTY-  AZ/NAVAJO
 GP0407  USGS QUAD   -  KAYENTA WEST (1968)
 GP0407
 GP0407                         *CURRENT SURVEY CONTROL
 GP0407  ___________________________________________________________________
 GP0407* NAD 83(1986)-  36 41 44.     (N)    110 21 02.     (W)     SCALED    
 GP0407* NAVD 88     -      1817.074  (meters)    5961.52   (feet)  ADJUSTED  
 GP0407  ___________________________________________________________________
 GP0407  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GP0407  DYNAMIC HT  -        1814.827 (meters)    5954.14  (feet)  COMP
 GP0407  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 GP0407
 GP0407  VERT ORDER  -  FIRST     CLASS II
 GP0407
 GP0407.The horizontal coordinates were scaled from a topographic map and have
 GP0407.an estimated accuracy of +/- 6 seconds.
 GP0407
 GP0407.The orthometric height was determined by differential leveling
 GP0407.and adjusted by the National Geodetic Survey in June 1991..
 GP0407
 GP0407.The geoid height was determined by GEOID03.
 GP0407
 GP0407.The dynamic height is computed by dividing the NAVD 88
 GP0407.geopotential number by the normal gravity value computed on the
 GP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0407.degrees latitude (g = 980.6199 gals.).
 GP0407
 GP0407.The modeled gravity was interpolated from observed gravity values.
 GP0407
 GP0407;                    North         East    Units  Estimated Accuracy
 GP0407;SPC AZ E     -   631,700.      196,930.      MT  (+/- 180 meters Scaled)
 GP0407
 GP0407                          SUPERSEDED SURVEY CONTROL
 GP0407
 GP0407.No superseded survey control is available for this station.
 GP0407
 GP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF580612(NAD 83)
 GP0407_MARKER: DB = BENCH MARK DISK
 GP0407_SETTING: 66 = SET IN ROCK OUTCROP
 GP0407_SP_SET: ROCK OUTCROP
 GP0407_STAMPING: D 513 1983
 GP0407_MARK LOGO: NGS   
 GP0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0407+STABILITY: POSITION/ELEVATION WELL
 GP0407
 GP0407  HISTORY     - Date     Condition        Report By
 GP0407  HISTORY     - 1983     MONUMENTED       NGS
 GP0407
 GP0407                          STATION DESCRIPTION
 GP0407
 GP0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0407'9.3 KM (5.8 MI) SW FROM KAYENTA.
 GP0407'9.3 KM (5.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0407'WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST OF
 GP0407'MILEPOST 388, IN THE CENTER OF THE NORTHEAST 1/2 OF A 20- BY 47-FOOT
 GP0407'EXPOSED AREA OF OUTCROPPING BEDROCK, 24.1 METERS (79.1 FT) NORTHEAST
 GP0407'OF THE SOUTHWEST EDGE OF THE OUTCROP, 11.6 METERS (38.1 FT) SOUTHEAST
 GP0407'OF THE CENTERLINE OF THE HIGHWAY, AND 3.3 METERS (10.8 FT) SOUTHEAST
 GP0407'OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0407'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0407'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2496 ***********************************************************************
 CZ2496  DESIGNATION -  D 516
 CZ2496  PID         -  CZ2496
 CZ2496  STATE/COUNTY-  AZ/PINAL
 CZ2496  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2496
 CZ2496                         *CURRENT SURVEY CONTROL
 CZ2496  ___________________________________________________________________
 CZ2496* NAD 83(1986)-  32 38 49.     (N)    111 33 08.     (W)     SCALED    
 CZ2496* NAVD 88     -       499.297  (meters)    1638.11   (feet)  ADJUSTED  
 CZ2496  ___________________________________________________________________
 CZ2496  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2496  DYNAMIC HT  -         498.658 (meters)    1636.01  (feet)  COMP
 CZ2496  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 CZ2496
 CZ2496  VERT ORDER  -  FIRST     CLASS II
 CZ2496
 CZ2496.The horizontal coordinates were scaled from a topographic map and have
 CZ2496.an estimated accuracy of +/- 6 seconds.
 CZ2496
 CZ2496.The orthometric height was determined by differential leveling
 CZ2496.and adjusted by the National Geodetic Survey in November 1993..
 CZ2496
 CZ2496.The geoid height was determined by GEOID03.
 CZ2496
 CZ2496.The dynamic height is computed by dividing the NAVD 88
 CZ2496.geopotential number by the normal gravity value computed on the
 CZ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2496.degrees latitude (g = 980.6199 gals.).
 CZ2496
 CZ2496.The modeled gravity was interpolated from observed gravity values.
 CZ2496
 CZ2496;                    North         East    Units  Estimated Accuracy
 CZ2496;SPC AZ C     -   182,660.      247,550.      MT  (+/- 180 meters Scaled)
 CZ2496
 CZ2496                          SUPERSEDED SURVEY CONTROL
 CZ2496
 CZ2496.No superseded survey control is available for this station.
 CZ2496
 CZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482122(NAD 83)
 CZ2496_MARKER: I = METAL ROD
 CZ2496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2496_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2496_STAMPING: D 516 1991
 CZ2496_MARK LOGO: NGS   
 CZ2496_PROJECTION: FLUSH
 CZ2496_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2496+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2496_ROD/PIPE-DEPTH: 7.3  meters
 CZ2496_SLEEVE-DEPTH  : 0.9 meters
 CZ2496
 CZ2496  HISTORY     - Date     Condition        Report By
 CZ2496  HISTORY     - 1991     MONUMENTED       NGS
 CZ2496
 CZ2496                          STATION DESCRIPTION
 CZ2496
 CZ2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2496'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2496'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2496'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 84.0 M
 CZ2496'(275.6 FT) WEST OF THE BOULEVARD CENTERLINE, 12.2 M (40.0 FT) NORTH
 CZ2496'OF AND LEVEL WITH THE CENTER OF PRETZER ROAD, 6.5 M (21.3 FT) WEST OF
 CZ2496'THE SOUTHWEST CORNER OF A CONCRETE BOX AROUND A DITCH DRAIN, 5.1 M
 CZ2496'(16.7 FT) SOUTH OF THE SOUTH BANK OF AN IRRIGATION DITCH, 3.0 M (9.8
 CZ2496'FT) EAST OF THE EXTENDED CENTER OF AN IRRIGATION DITCH LEADING NORTH,
 CZ2496'0.8 M (2.6 FT) SOUTH OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF A
 CZ2496'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CZ2496'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2295 ***********************************************************************
 DU2295  DESIGNATION -  D 517
 DU2295  PID         -  DU2295
 DU2295  STATE/COUNTY-  AZ/PINAL
 DU2295  USGS QUAD   -  SACATON NE (1978)
 DU2295
 DU2295                         *CURRENT SURVEY CONTROL
 DU2295  ___________________________________________________________________
 DU2295* NAD 83(1986)-  33 12 28.     (N)    111 34 22.     (W)     SCALED    
 DU2295* NAVD 88     -       448.605  (meters)    1471.80   (feet)  ADJUSTED  
 DU2295  ___________________________________________________________________
 DU2295  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU2295  DYNAMIC HT  -         448.064 (meters)    1470.02  (feet)  COMP
 DU2295  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 DU2295
 DU2295  VERT ORDER  -  FIRST     CLASS II
 DU2295
 DU2295.The horizontal coordinates were scaled from a topographic map and have
 DU2295.an estimated accuracy of +/- 6 seconds.
 DU2295
 DU2295.The orthometric height was determined by differential leveling
 DU2295.and adjusted by the National Geodetic Survey in November 1993..
 DU2295
 DU2295.The geoid height was determined by GEOID03.
 DU2295
 DU2295.The dynamic height is computed by dividing the NAVD 88
 DU2295.geopotential number by the normal gravity value computed on the
 DU2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2295.degrees latitude (g = 980.6199 gals.).
 DU2295
 DU2295.The modeled gravity was interpolated from observed gravity values.
 DU2295
 DU2295;                    North         East    Units  Estimated Accuracy
 DU2295;SPC AZ C     -   244,850.      245,420.      MT  (+/- 180 meters Scaled)
 DU2295
 DU2295                          SUPERSEDED SURVEY CONTROL
 DU2295
 DU2295.No superseded survey control is available for this station.
 DU2295
 DU2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB466744(NAD 83)
 DU2295_MARKER: I = METAL ROD
 DU2295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2295_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2295_STAMPING: D 517 1992
 DU2295_MARK LOGO: NGS   
 DU2295_PROJECTION: FLUSH
 DU2295_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2295+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 DU2295_ROD/PIPE-DEPTH: 7.4  meters
 DU2295_SLEEVE-DEPTH  : 0.9 meters
 DU2295
 DU2295  HISTORY     - Date     Condition        Report By
 DU2295  HISTORY     - 1992     MONUMENTED       NGS
 DU2295  HISTORY     - 20050505 GOOD             EVANS
 DU2295
 DU2295                          STATION DESCRIPTION
 DU2295
 DU2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2295'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2295'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU2295'THENCE 6.5 KM (4.05 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU2295'RAILROAD, 31.1 M (102.0 FT) SOUTHWEST OF THE NEAR RAIL, 22.3 M (73.2
 DU2295'FT) NORTHWEST OF THE EAST CORNER OF A STOCK PEN, 5.5 M (18.0 FT)
 DU2295'SOUTHWEST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 2.2 M (7.2
 DU2295'FT) SOUTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTHWEST OF A
 DU2295'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2295'LOGO CAP.
 DU2295
 DU2295                          STATION RECOVERY (2005)
 DU2295
 DU2295'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DU2295'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2320 ***********************************************************************
 DU2320  DESIGNATION -  D 518
 DU2320  PID         -  DU2320
 DU2320  STATE/COUNTY-  AZ/MARICOPA
 DU2320  USGS QUAD   -  MESA (1982)
 DU2320
 DU2320                         *CURRENT SURVEY CONTROL
 DU2320  ___________________________________________________________________
 DU2320* NAD 83(1986)-  33 24 54.     (N)    111 47 44.     (W)     SCALED    
 DU2320* NAVD 88     -       379.296  (meters)    1244.41   (feet)  ADJUSTED  
 DU2320  ___________________________________________________________________
 DU2320  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2320  DYNAMIC HT  -         378.848 (meters)    1242.94  (feet)  COMP
 DU2320  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 DU2320
 DU2320  VERT ORDER  -  FIRST     CLASS II
 DU2320
 DU2320.The horizontal coordinates were scaled from a topographic map and have
 DU2320.an estimated accuracy of +/- 6 seconds.
 DU2320
 DU2320.The orthometric height was determined by differential leveling
 DU2320.and adjusted by the National Geodetic Survey in November 1993..
 DU2320
 DU2320.The geoid height was determined by GEOID03.
 DU2320
 DU2320.The dynamic height is computed by dividing the NAVD 88
 DU2320.geopotential number by the normal gravity value computed on the
 DU2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2320.degrees latitude (g = 980.6199 gals.).
 DU2320
 DU2320.The modeled gravity was interpolated from observed gravity values.
 DU2320
 DU2320;                    North         East    Units  Estimated Accuracy
 DU2320;SPC AZ C     -   267,780.      224,620.      MT  (+/- 180 meters Scaled)
 DU2320
 DU2320                          SUPERSEDED SURVEY CONTROL
 DU2320
 DU2320.No superseded survey control is available for this station.
 DU2320
 DU2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB260975(NAD 83)
 DU2320_MARKER: I = METAL ROD
 DU2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2320_SP_SET: STAINLESS STEEL ROD
 DU2320_STAMPING: D 518 1992
 DU2320_MARK LOGO: NGS   
 DU2320_PROJECTION: PROJECTING 3 CENTIMETERS
 DU2320_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2320+STABILITY: POSITION/ELEVATION WELL
 DU2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2320+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2320_ROD/PIPE-DEPTH: 4.6  meters
 DU2320
 DU2320  HISTORY     - Date     Condition        Report By
 DU2320  HISTORY     - 1992     MONUMENTED       NGS
 DU2320  HISTORY     - 20051228 GOOD             GEOCAC
 DU2320
 DU2320                          STATION DESCRIPTION
 DU2320
 DU2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2320'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2320'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 30.0 M
 DU2320'(98.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BEST WESTERN MESA
 DU2320'INN, 11.6 M (38.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2320'EASTBOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT) WEST OF THE SOUTHWEST
 DU2320'CORNER OF A PLANTER, 2.0 M (6.6 FT) SOUTH OF UTILITY POLE NUMBER
 DU2320'4692KL, 1.4 M (4.6 FT) EAST OF THE NORTHEAST CORNER OF A BELL SYSTEM
 DU2320'MANHOLE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 DU2320'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2320
 DU2320                          STATION RECOVERY (2005)
 DU2320
 DU2320'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2320'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2320'33 24 54.48 (N)   111 47 44.58 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2293 ***********************************************************************
 DV2293  DESIGNATION -  D 519
 DV2293  PID         -  DV2293
 DV2293  STATE/COUNTY-  AZ/MARICOPA
 DV2293  USGS QUAD   -  PHOENIX (1982)
 DV2293
 DV2293                         *CURRENT SURVEY CONTROL
 DV2293  ___________________________________________________________________
 DV2293* NAD 83(1986)-  33 25 03.     (N)    112 01 47.     (W)     SCALED    
 DV2293* NAVD 88     -       335.246  (meters)    1099.89   (feet)  ADJUSTED  
 DV2293  ___________________________________________________________________
 DV2293  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2293  DYNAMIC HT  -         334.861 (meters)    1098.62  (feet)  COMP
 DV2293  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 DV2293
 DV2293  VERT ORDER  -  FIRST     CLASS II
 DV2293
 DV2293.The horizontal coordinates were scaled from a topographic map and have
 DV2293.an estimated accuracy of +/- 6 seconds.
 DV2293
 DV2293.The orthometric height was determined by differential leveling
 DV2293.and adjusted by the National Geodetic Survey in November 1993..
 DV2293
 DV2293.The geoid height was determined by GEOID03.
 DV2293
 DV2293.The dynamic height is computed by dividing the NAVD 88
 DV2293.geopotential number by the normal gravity value computed on the
 DV2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2293.degrees latitude (g = 980.6199 gals.).
 DV2293
 DV2293.The modeled gravity was interpolated from observed gravity values.
 DV2293
 DV2293;                    North         East    Units  Estimated Accuracy
 DV2293;SPC AZ C     -   268,060.      202,850.      MT  (+/- 180 meters Scaled)
 DV2293
 DV2293                          SUPERSEDED SURVEY CONTROL
 DV2293
 DV2293.No superseded survey control is available for this station.
 DV2293
 DV2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB042980(NAD 83)
 DV2293_MARKER: DV = VERTICAL CONTROL DISK
 DV2293_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2293_SP_SET: ABUTMENT
 DV2293_STAMPING: D 519 1992
 DV2293_MARK LOGO: NGS   
 DV2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2293+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DV2293
 DV2293  HISTORY     - Date     Condition        Report By
 DV2293  HISTORY     - 1992     MONUMENTED       NGS
 DV2293  HISTORY     - 20051005 GOOD             EVANS
 DV2293
 DV2293                          STATION DESCRIPTION
 DV2293
 DV2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2293'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH STREET AND THE SALT
 DV2293'RIVER, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE NORTH
 DV2293'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE RIVER, 7.5 M
 DV2293'(24.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DV2293'LANES OF THE STREET, AND 0.4 M (1.3 FT) EAST OF THE EAST BRIDGE RAIL.
 DV2293
 DV2293                          STATION RECOVERY (2005)
 DV2293
 DV2293'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 DV2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0037 ***********************************************************************
 GQ0037  DESIGNATION -  D 52
 GQ0037  PID         -  GQ0037
 GQ0037  STATE/COUNTY-  AZ/COCONINO
 GQ0037  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0037
 GQ0037                         *CURRENT SURVEY CONTROL
 GQ0037  ___________________________________________________________________
 GQ0037* NAD 83(1986)-  36 52 00.     (N)    112 19 02.     (W)     SCALED    
 GQ0037* NAVD 88     -      1745.541  (meters)    5726.83   (feet)  POSTED    
 GQ0037  ___________________________________________________________________
 GQ0037  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GQ0037  DYNAMIC HT  -        1743.430 (meters)    5719.90  (feet)  COMP
 GQ0037  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 GQ0037
 GQ0037  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0037
 GQ0037.The horizontal coordinates were scaled from a topographic map and have
 GQ0037.an estimated accuracy of +/- 6 seconds.
 GQ0037
 GQ0037.The orthometric height was determined by differential leveling
 GQ0037.and adjusted by the National Geodetic Survey in 1992..
 GQ0037.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0037.rate of 0.0 thru 1.0 mm/km.
 GQ0037
 GQ0037.The geoid height was determined by GEOID03.
 GQ0037
 GQ0037.The dynamic height is computed by dividing the NAVD 88
 GQ0037.geopotential number by the normal gravity value computed on the
 GQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0037.degrees latitude (g = 980.6199 gals.).
 GQ0037
 GQ0037.The modeled gravity was interpolated from observed gravity values.
 GQ0037
 GQ0037;                    North         East    Units  Estimated Accuracy
 GQ0037;SPC AZ C     -   650,750.      177,650.      MT  (+/- 180 meters Scaled)
 GQ0037
 GQ0037                          SUPERSEDED SURVEY CONTROL
 GQ0037
 GQ0037  NGVD 29 (??/??/92) 1744.507  (m)         5723.44   (f) ADJ UNCH    1 2
 GQ0037
 GQ0037.Superseded values are not recommended for survey control.
 GQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0037.See file dsdata.txt to determine how the superseded data were derived.
 GQ0037
 GQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF825808(NAD 83)
 GQ0037_MARKER: DB = BENCH MARK DISK
 GQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0037_STAMPING: D 52 1934
 GQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0037+STABILITY: SURFACE MOTION
 GQ0037
 GQ0037  HISTORY     - Date     Condition        Report By
 GQ0037  HISTORY     - 1934     MONUMENTED       CGS
 GQ0037  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0037
 GQ0037                          STATION DESCRIPTION
 GQ0037
 GQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0037'13.8 MI SE FROM FREDONIA.
 GQ0037'13.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0037'COUNTY, 60 FEET SOUTHEAST OF POLE 1993, AND 55 FEET NORTH OF THE
 GQ0037'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 52 1934 AND SET
 GQ0037'IN THE TOP OF A CONCRETE POST.
 GQ0037
 GQ0037                          STATION RECOVERY (1966)
 GQ0037
 GQ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2318 ***********************************************************************
 DV2318  DESIGNATION -  D 520
 DV2318  PID         -  DV2318
 DV2318  STATE/COUNTY-  AZ/MARICOPA
 DV2318  USGS QUAD   -  PERRYVILLE (1982)
 DV2318
 DV2318                         *CURRENT SURVEY CONTROL
 DV2318  ___________________________________________________________________
 DV2318* NAD 83(1986)-  33 24 28.     (N)    112 23 46.     (W)     SCALED    
 DV2318* NAVD 88     -       279.293  (meters)     916.31   (feet)  ADJUSTED  
 DV2318  ___________________________________________________________________
 DV2318  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2318  DYNAMIC HT  -         278.973 (meters)     915.26  (feet)  COMP
 DV2318  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV2318
 DV2318  VERT ORDER  -  FIRST     CLASS II
 DV2318
 DV2318.The horizontal coordinates were scaled from a topographic map and have
 DV2318.an estimated accuracy of +/- 6 seconds.
 DV2318
 DV2318.The orthometric height was determined by differential leveling
 DV2318.and adjusted by the National Geodetic Survey in November 1993..
 DV2318
 DV2318.The geoid height was determined by GEOID03.
 DV2318
 DV2318.The dynamic height is computed by dividing the NAVD 88
 DV2318.geopotential number by the normal gravity value computed on the
 DV2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2318.degrees latitude (g = 980.6199 gals.).
 DV2318
 DV2318.The modeled gravity was interpolated from observed gravity values.
 DV2318
 DV2318;                    North         East    Units  Estimated Accuracy
 DV2318;SPC AZ C     -   267,080.      168,770.      MT  (+/- 180 meters Scaled)
 DV2318
 DV2318                          SUPERSEDED SURVEY CONTROL
 DV2318
 DV2318.No superseded survey control is available for this station.
 DV2318
 DV2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB701973(NAD 83)
 DV2318_MARKER: DV = VERTICAL CONTROL DISK
 DV2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2318_SP_SET: FOOTING
 DV2318_STAMPING: D 520 1992
 DV2318_MARK LOGO: NGS   
 DV2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2318+STABILITY: POSITION/ELEVATION WELL
 DV2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2318+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2318
 DV2318  HISTORY     - Date     Condition        Report By
 DV2318  HISTORY     - 1992     MONUMENTED       NGS
 DV2318
 DV2318                          STATION DESCRIPTION
 DV2318
 DV2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2318'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2318'BUCKEYE, THENCE 19.2 KM (11.95 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2318'NEAR THE EAST EDGE OF A CONCRETE FOOTING FOR HIGH LINE TOWER NUMBER
 DV2318'6-3, 74.3 M (243.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 DV2318'CENTERLINE, AND 74.0 M (242.8 FT) EAST OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2337 ***********************************************************************
 DV2337  DESIGNATION -  D 521
 DV2337  PID         -  DV2337
 DV2337  STATE/COUNTY-  AZ/MARICOPA
 DV2337  USGS QUAD   -  LAVEEN (1973)
 DV2337
 DV2337                         *CURRENT SURVEY CONTROL
 DV2337  ___________________________________________________________________
 DV2337* NAD 83(1986)-  33 20 52.     (N)    112 10 09.     (W)     SCALED    
 DV2337* NAVD 88     -       316.820  (meters)    1039.43   (feet)  ADJUSTED  
 DV2337  ___________________________________________________________________
 DV2337  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2337  DYNAMIC HT  -         316.461 (meters)    1038.26  (feet)  COMP
 DV2337  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 DV2337
 DV2337  VERT ORDER  -  FIRST     CLASS II
 DV2337
 DV2337.The horizontal coordinates were scaled from a topographic map and have
 DV2337.an estimated accuracy of +/- 6 seconds.
 DV2337
 DV2337.The orthometric height was determined by differential leveling
 DV2337.and adjusted by the National Geodetic Survey in August 1994..
 DV2337
 DV2337.The geoid height was determined by GEOID03.
 DV2337
 DV2337.The dynamic height is computed by dividing the NAVD 88
 DV2337.geopotential number by the normal gravity value computed on the
 DV2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2337.degrees latitude (g = 980.6199 gals.).
 DV2337
 DV2337.The modeled gravity was interpolated from observed gravity values.
 DV2337
 DV2337;                    North         East    Units  Estimated Accuracy
 DV2337;SPC AZ C     -   260,350.      189,860.      MT  (+/- 180 meters Scaled)
 DV2337
 DV2337                          SUPERSEDED SURVEY CONTROL
 DV2337
 DV2337.No superseded survey control is available for this station.
 DV2337
 DV2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912904(NAD 83)
 DV2337_MARKER: I = METAL ROD
 DV2337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2337_SP_SET: STAINLESS STEEL ROD
 DV2337_STAMPING: D 521 1994
 DV2337_MARK LOGO: NGS   
 DV2337_PROJECTION: FLUSH
 DV2337_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2337+STABILITY: POSITION/ELEVATION WELL
 DV2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2337+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2337_ROD/PIPE-DEPTH: 5.5  meters
 DV2337
 DV2337  HISTORY     - Date     Condition        Report By
 DV2337  HISTORY     - 1994     MONUMENTED       NGS
 DV2337  HISTORY     - 20060821 GOOD             GEOCAC
 DV2337
 DV2337                          STATION DESCRIPTION
 DV2337
 DV2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2337'1.6 KM (1.00 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2337'LAVEEN, 55.0 M (180.4 FT) SOUTH OF THE CENTERLINE OF ELLIOT ROAD,
 DV2337'11.6 M (38.1 FT) EAST OF THE AVENUE CENTERLINE, 1.2 M (3.9 FT) NORTH
 DV2337'OF A UTILITY POLE WITH 2 GUY CABLES, 0.4 M (1.3 FT) WEST OF A WITNESS
 DV2337'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DV2337'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2337
 DV2337                          STATION RECOVERY (2006)
 DV2337
 DV2337'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2376 ***********************************************************************
 DU2376  DESIGNATION -  D 522
 DU2376  PID         -  DU2376
 DU2376  STATE/COUNTY-  AZ/MARICOPA
 DU2376  USGS QUAD   -  CHANDLER (1981)
 DU2376
 DU2376                         *CURRENT SURVEY CONTROL
 DU2376  ___________________________________________________________________
 DU2376* NAD 83(1986)-  33 21 52.     (N)    111 50 31.     (W)     SCALED    
 DU2376* NAVD 88     -       369.199  (meters)    1211.28   (feet)  ADJUSTED  
 DU2376  ___________________________________________________________________
 DU2376  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU2376  DYNAMIC HT  -         368.760 (meters)    1209.84  (feet)  COMP
 DU2376  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU2376
 DU2376  VERT ORDER  -  FIRST     CLASS II
 DU2376
 DU2376.The horizontal coordinates were scaled from a topographic map and have
 DU2376.an estimated accuracy of +/- 6 seconds.
 DU2376
 DU2376.The orthometric height was determined by differential leveling
 DU2376.and adjusted by the National Geodetic Survey in August 1994..
 DU2376
 DU2376.The geoid height was determined by GEOID03.
 DU2376
 DU2376.The dynamic height is computed by dividing the NAVD 88
 DU2376.geopotential number by the normal gravity value computed on the
 DU2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2376.degrees latitude (g = 980.6199 gals.).
 DU2376
 DU2376.The modeled gravity was interpolated from observed gravity values.
 DU2376
 DU2376;                    North         East    Units  Estimated Accuracy
 DU2376;SPC AZ C     -   262,170.      220,310.      MT  (+/- 180 meters Scaled)
 DU2376
 DU2376                          SUPERSEDED SURVEY CONTROL
 DU2376
 DU2376.No superseded survey control is available for this station.
 DU2376
 DU2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216920(NAD 83)
 DU2376_MARKER: DV = VERTICAL CONTROL DISK
 DU2376_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2376_SP_SET: FOOTING
 DU2376_STAMPING: D 522 1994
 DU2376_MARK LOGO: NGS   
 DU2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2376+STABILITY: POSITION/ELEVATION WELL
 DU2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2376+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DU2376
 DU2376  HISTORY     - Date     Condition        Report By
 DU2376  HISTORY     - 1994     MONUMENTED       NGS
 DU2376  HISTORY     - 19941026 GOOD             NGS
 DU2376  HISTORY     - 19941026 GOOD             NGS
 DU2376  HISTORY     - 20051104 GOOD             GEOCAC
 DU2376
 DU2376                          STATION DESCRIPTION
 DU2376
 DU2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2376'IN MESA, AT THE INTERSECTION ARIZONA AVENUE AND GUADALUPE ROAD, NEAR
 DU2376'THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE TOWER,
 DU2376'26.7 M (87.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 DU2376'THE ROAD, 11.2 M (36.7 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 DU2376'THE OF THE NORTHBOUND LANES OF THE AVENUE, 0.9 M (3.0 FT) WEST OF THE
 DU2376'NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION, AND 0.3 M
 DU2376'(1.0 FT) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (1994)
 DU2376
 DU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2376'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2376'NORTHWEST PART OF THE CITY OF GILBERT AT THE BOUNDARY BETWEEN THE
 DU2376'CITIES OF MESA AND GILBERT.  TO REACH THE STATION FROM THE
 DU2376'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2376'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU2376'1.5 MILES (2.4 KM) TO THE INTERSECTION OF GUADALOUPE ROAD AND THE
 DU2376'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 DU2376'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE
 DU2376'TOWER, 87.6 FEET (26.7 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DU2376'LANES OF THE ROAD, 36.7 FEET (11.2 M) EAST OF AND LEVEL WITH THE
 DU2376'CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 3.0 FEET (0.9 M)
 DU2376'WEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION,
 DU2376'AND 1.0 FOOT (0.3 M) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (1994)
 DU2376
 DU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2376'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2376'NORTHWEST PART OF THE CITY OF GILBERT AT THE BOUNDARY BETWEEN THE
 DU2376'CITIES OF MESA AND GILBERT.  TO REACH THE STATION FROM THE
 DU2376'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2376'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU2376'1.5 MILES (2.4 KM) TO THE INTERSECTION OF GUADALOUPE ROAD AND THE
 DU2376'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 DU2376'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE
 DU2376'TOWER, 87.6 FEET (26.7 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DU2376'LANES OF THE ROAD, 36.7 FEET (11.2 M) EAST OF AND LEVEL WITH THE
 DU2376'CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 3.0 FEET (0.9 M)
 DU2376'WEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION,
 DU2376'AND 1.0 FOOT (0.3 M) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (2005)
 DU2376
 DU2376'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0525 ***********************************************************************
 FR0525  DESIGNATION -  D 53
 FR0525  PID         -  FR0525
 FR0525  STATE/COUNTY-  AZ/MOHAVE
 FR0525  USGS QUAD   -  ANTARES (1980)
 FR0525
 FR0525                         *CURRENT SURVEY CONTROL
 FR0525  ___________________________________________________________________
 FR0525* NAD 83(1986)-  35 26 50.     (N)    113 47 37.     (W)     SCALED    
 FR0525* NAVD 88     -      1002.869  (meters)    3290.25   (feet)  POSTED    
 FR0525  ___________________________________________________________________
 FR0525  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0525  DYNAMIC HT  -        1001.700 (meters)    3286.41  (feet)  COMP
 FR0525  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FR0525
 FR0525  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0525
 FR0525.The horizontal coordinates were scaled from a topographic map and have
 FR0525.an estimated accuracy of +/- 6 seconds.
 FR0525
 FR0525.The orthometric height was determined by differential leveling
 FR0525.and adjusted by the National Geodetic Survey in 1992..
 FR0525.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0525.rate of 1.1 thru 2.0 mm/km.
 FR0525
 FR0525.The geoid height was determined by GEOID03.
 FR0525
 FR0525.The dynamic height is computed by dividing the NAVD 88
 FR0525.geopotential number by the normal gravity value computed on the
 FR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0525.degrees latitude (g = 980.6199 gals.).
 FR0525
 FR0525.The modeled gravity was interpolated from observed gravity values.
 FR0525
 FR0525;                    North         East    Units  Estimated Accuracy
 FR0525;SPC AZ W     -   493,200.      209,400.      MT  (+/- 180 meters Scaled)
 FR0525
 FR0525                          SUPERSEDED SURVEY CONTROL
 FR0525
 FR0525  NGVD 29 (??/??/92) 1002.085  (m)         3287.67   (f) ADJ UNCH    1 1
 FR0525
 FR0525.Superseded values are not recommended for survey control.
 FR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0525.See file dsdata.txt to determine how the superseded data were derived.
 FR0525
 FR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE464262(NAD 83)
 FR0525_MARKER: DB = BENCH MARK DISK
 FR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0525_STAMPING: D 53 1934
 FR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0525+STABILITY: SURFACE MOTION
 FR0525
 FR0525  HISTORY     - Date     Condition        Report By
 FR0525  HISTORY     - 1934     MONUMENTED       CGS
 FR0525  HISTORY     - 1968     GOOD             USGS
 FR0525
 FR0525                          STATION DESCRIPTION
 FR0525
 FR0525'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0525'25.7 MI NE FROM KINGMAN.
 FR0525'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0525'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0525'FERRY ROAD AT ANTARES. TURN LEFT (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0525'2.6 MILES. TURN RIGHT (EAST) ON DIRT ROAD AND GO 0.7 MILES TO STEEL
 FR0525'POLE POWER TRANSMISSION LINE. TURN RIGHT (SOUTH) AND FOLLOW POWER LINE
 FR0525'FOR 0.9 MILES.  BENCH MARK IS UNDER EAST WIRE AND 228 FT SOUTH OF A
 FR0525'STEEL POWER POLE.  A STANDARD DISK IN CONCRETE POST PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0389 ***********************************************************************
 GR0389  DESIGNATION -  D 54
 GR0389  PID         -  GR0389
 GR0389  STATE/COUNTY-  AZ/MOHAVE
 GR0389  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0389
 GR0389                         *CURRENT SURVEY CONTROL
 GR0389  ___________________________________________________________________
 GR0389* NAD 83(1986)-  36 05 01.     (N)    114 03 35.     (W)     SCALED    
 GR0389* NAVD 88     -       783.862  (meters)    2571.72   (feet)  POSTED    
 GR0389  ___________________________________________________________________
 GR0389  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0389  DYNAMIC HT  -         783.030 (meters)    2568.99  (feet)  COMP
 GR0389  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 GR0389
 GR0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0389
 GR0389.The horizontal coordinates were scaled from a topographic map and have
 GR0389.an estimated accuracy of +/- 6 seconds.
 GR0389
 GR0389.The orthometric height was determined by differential leveling
 GR0389.and adjusted by the National Geodetic Survey in 1992..
 GR0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0389.rate of 0.0 thru 1.0 mm/km.
 GR0389
 GR0389.The geoid height was determined by GEOID03.
 GR0389
 GR0389.The dynamic height is computed by dividing the NAVD 88
 GR0389.geopotential number by the normal gravity value computed on the
 GR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0389.degrees latitude (g = 980.6199 gals.).
 GR0389
 GR0389.The modeled gravity was interpolated from observed gravity values.
 GR0389
 GR0389;                    North         East    Units  Estimated Accuracy
 GR0389;SPC AZ W     -   563,850.      185,470.      MT  (+/- 180 meters Scaled)
 GR0389
 GR0389                          SUPERSEDED SURVEY CONTROL
 GR0389
 GR0389  NGVD 29 (??/??/92)  783.156  (m)         2569.40   (f) ADJ UNCH    1 1
 GR0389
 GR0389.Superseded values are not recommended for survey control.
 GR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0389.See file dsdata.txt to determine how the superseded data were derived.
 GR0389
 GR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647972(NAD 83)
 GR0389_MARKER: DB = BENCH MARK DISK
 GR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0389_STAMPING: D 54 1934
 GR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0389+STABILITY: SURFACE MOTION
 GR0389
 GR0389  HISTORY     - Date     Condition        Report By
 GR0389  HISTORY     - 1934     MONUMENTED       CGS
 GR0389  HISTORY     - 1950     GOOD             NGS
 GR0389
 GR0389                          STATION DESCRIPTION
 GR0389
 GR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0389'4.9 MI SW FROM PIERCES FERRY.
 GR0389'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0389'STATION AT PIERCES FERRY, THENCE 4.4 MILES SOUTHWEST ALONG AN OLD
 GR0389'ABANDONED ROAD, AT THE TOP OF THE WEST END OF A RIDGE, ON THE OUTSIDE
 GR0389'OF A CURVE, ABOUT 155 YARDS WEST OF THE WEST END OF AN 18-INCH
 GR0389'CORRUGATED METAL CULVERT UNDER THE PARK SERVICE ROAD, 61 FEET WEST OF
 GR0389'THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND SET
 GR0389'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0177 ***********************************************************************
 ET0177  DESIGNATION -  D 57
 ET0177  PID         -  ET0177
 ET0177  STATE/COUNTY-  AZ/YAVAPAI
 ET0177  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0177
 ET0177                         *CURRENT SURVEY CONTROL
 ET0177  ___________________________________________________________________
 ET0177* NAD 83(1986)-  34 04 11.     (N)    112 09 07.     (W)     SCALED    
 ET0177* NAVD 88     -       601.38   (+/-2cm)    1973.0    (feet)  VERTCON   
 ET0177  ___________________________________________________________________
 ET0177  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0177
 ET0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0177
 ET0177.The horizontal coordinates were scaled from a topographic map and have
 ET0177.an estimated accuracy of +/- 6 seconds.
 ET0177
 ET0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0177.The vertical order pertains to the NGVD 29 superseded value.
 ET0177
 ET0177.The geoid height was determined by GEOID03.
 ET0177
 ET0177;                    North         East    Units  Estimated Accuracy
 ET0177;SPC AZ C     -   340,410.      191,640.      MT  (+/- 180 meters Scaled)
 ET0177
 ET0177                          SUPERSEDED SURVEY CONTROL
 ET0177
 ET0177  NGVD 29 (??/??/92)  600.76   (m)         1971.0    (f) COMPUTED    2 0
 ET0177
 ET0177.Superseded values are not recommended for survey control.
 ET0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0177.See file dsdata.txt to determine how the superseded data were derived.
 ET0177
 ET0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937704(NAD 83)
 ET0177_MARKER: DD = SURVEY DISK
 ET0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0177_SP_SET: BRIDGE
 ET0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0177
 ET0177  HISTORY     - Date     Condition        Report By
 ET0177  HISTORY     - UNK      MONUMENTED       CGS
 ET0177  HISTORY     - 1946     GOOD             NGS
 ET0177
 ET0177                          STATION DESCRIPTION
 ET0177
 ET0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ET0177'1.6 MI N FROM ROCK SPRINGS.
 ET0177'1.6 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0177'SPRINGS (FORMERLY CANON), YAVAPAI CO., AT THE STEEL BRIDGE OVER AGUA
 ET0177'RIVER, IN THE CENTER OF THE TOP OF THE CENTER CONCRETE PIPE AND 10
 ET0177'FEET EAST OF THE CENTERLINE OF THE BRIDGE.  A STANDARD DISK.  NOTE--
 ET0177'ABOUT 1 MILE NORTH OF ROCK SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0122 ***********************************************************************
 ET0122  DESIGNATION -  D 58
 ET0122  PID         -  ET0122
 ET0122  STATE/COUNTY-  AZ/YAVAPAI
 ET0122  USGS QUAD   -  PRESCOTT (1973)
 ET0122
 ET0122                         *CURRENT SURVEY CONTROL
 ET0122  ___________________________________________________________________
 ET0122* NAD 83(1986)-  34 32 55.     (N)    112 26 56.     (W)     SCALED    
 ET0122* NAVD 88     -      1603.33   (+/-2cm)    5260.3    (feet)  VERTCON   
 ET0122  ___________________________________________________________________
 ET0122  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0122
 ET0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0122
 ET0122.The horizontal coordinates were scaled from a topographic map and have
 ET0122.an estimated accuracy of +/- 6 seconds.
 ET0122
 ET0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0122.The vertical order pertains to the NGVD 29 superseded value.
 ET0122
 ET0122.The geoid height was determined by GEOID03.
 ET0122
 ET0122;                    North         East    Units  Estimated Accuracy
 ET0122;SPC AZ C     -   393,630.      164,510.      MT  (+/- 180 meters Scaled)
 ET0122
 ET0122                          SUPERSEDED SURVEY CONTROL
 ET0122
 ET0122  NGVD 29 (??/??/92) 1602.400  (m)         5257.21   (f) ADJ UNCH    2 0
 ET0122
 ET0122.Superseded values are not recommended for survey control.
 ET0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0122.See file dsdata.txt to determine how the superseded data were derived.
 ET0122
 ET0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD670239(NAD 83)
 ET0122_MARKER: DB = BENCH MARK DISK
 ET0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0122_STAMPING: C 58 1934
 ET0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0122+STABILITY: SURFACE MOTION
 ET0122
 ET0122  HISTORY     - Date     Condition        Report By
 ET0122  HISTORY     - 1934     MONUMENTED       CGS
 ET0122  HISTORY     - 1973     GOOD             USGS
 ET0122
 ET0122                          STATION DESCRIPTION
 ET0122
 ET0122'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0122'4.2 MI E FROM PRESCOTT.
 ET0122'5.1 MILES EAST ALONG THE DEWEY ROAD FROM THE COURTHOUSE.  ABOUT 1.2
 ET0122'MILES EAST ALONG U.S. HWY. 89 FROM THE YAVAPAI COUNTY COURT HOUSE IN
 ET0122'PRESCOTT, TO THE JUNCTION WITH ARIZ. STATE HYW. 69.  THENCE ABOUT 3.0
 ET0122'MILES SOUTHEASTERLY ALONG ROUTE 69 TO A PRIVATE DRIVEWAY LEADING SOUTH
 ET0122'TO THE BULLWHACKER RANCH.  ABOUT 200 FT. NNW OF THE INTERSECTION OF
 ET0122'STATE HWY 69 AND THE DRIVEWAY TO THE BULLWHACKER RANCH. ABOUT 35 FT
 ET0122'SOUTH OF THE ABANDONED DIRT HWY., A STANDARD C AND GS BRASS DISK
 ET0122'STAMPED C 58 1934 AND SET IN A CONCRETE POST WHICH PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0157 ***********************************************************************
 FQ0157  DESIGNATION -  D 6
 FQ0157  PID         -  FQ0157
 FQ0157  STATE/COUNTY-  AZ/COCONINO
 FQ0157  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0157
 FQ0157                         *CURRENT SURVEY CONTROL
 FQ0157  ___________________________________________________________________
 FQ0157* NAD 83(1986)-  35 47 23.     (N)    111 28 31.     (W)     SCALED    
 FQ0157* NAVD 88     -      1410.608  (meters)    4627.97   (feet)  POSTED    
 FQ0157  ___________________________________________________________________
 FQ0157  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0157  DYNAMIC HT  -        1408.820 (meters)    4622.10  (feet)  COMP
 FQ0157  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 FQ0157
 FQ0157  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0157
 FQ0157.The horizontal coordinates were scaled from a topographic map and have
 FQ0157.an estimated accuracy of +/- 6 seconds.
 FQ0157
 FQ0157.The orthometric height was determined by differential leveling
 FQ0157.and adjusted by the National Geodetic Survey in 1992..
 FQ0157.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0157.rate of 1.1 thru 2.0 mm/km.
 FQ0157
 FQ0157.The geoid height was determined by GEOID03.
 FQ0157
 FQ0157.The dynamic height is computed by dividing the NAVD 88
 FQ0157.geopotential number by the normal gravity value computed on the
 FQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0157.degrees latitude (g = 980.6199 gals.).
 FQ0157
 FQ0157.The modeled gravity was interpolated from observed gravity values.
 FQ0157
 FQ0157;                    North         East    Units  Estimated Accuracy
 FQ0157;SPC AZ C     -   531,270.      253,260.      MT  (+/- 180 meters Scaled)
 FQ0157
 FQ0157                          SUPERSEDED SURVEY CONTROL
 FQ0157
 FQ0157  NGVD 29 (??/??/92) 1409.737  (m)         4625.11   (f) ADJ UNCH    1 2
 FQ0157
 FQ0157.Superseded values are not recommended for survey control.
 FQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0157.See file dsdata.txt to determine how the superseded data were derived.
 FQ0157
 FQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE570607(NAD 83)
 FQ0157_MARKER: DB = BENCH MARK DISK
 FQ0157_SETTING: 80 = SET IN A BOULDER
 FQ0157_SP_SET: BOULDER
 FQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0157+STABILITY: SURFACE MOTION
 FQ0157
 FQ0157  HISTORY     - Date     Condition        Report By
 FQ0157  HISTORY     - UNK      MONUMENTED       CGS
 FQ0157  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0157
 FQ0157                          STATION DESCRIPTION
 FQ0157
 FQ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0157'7.2 MI S FROM CAMERON.
 FQ0157'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0157'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 5.3
 FQ0157'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  1 MILE SOUTH OF
 FQ0157'THE BOTTOM OF A VERY STEEP GRADE, AND IN A LARGE RED SANDSTONE
 FQ0157'BOULDER.  A STANDARD DISK.  NOTE-- ROADS IN THE VICINITY HAVE BEEN
 FQ0157'CHANGED AND ALL ABANDONED ROADS WERE SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0514 ***********************************************************************
 FS0514  DESIGNATION -  D 60
 FS0514  PID         -  FS0514
 FS0514  STATE/COUNTY-  AZ/MOHAVE
 FS0514  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0514
 FS0514                         *CURRENT SURVEY CONTROL
 FS0514  ___________________________________________________________________
 FS0514* NAD 83(1986)-  35 26 26.     (N)    114 17 40.     (W)     SCALED    
 FS0514* NAVD 88     -      1041.890  (meters)    3418.27   (feet)  ADJUSTED  
 FS0514  ___________________________________________________________________
 FS0514  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0514  DYNAMIC HT  -        1040.675 (meters)    3414.28  (feet)  COMP
 FS0514  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 FS0514  OBS GRAVITY -     979,432.3   (mgal)                       GRAV_OBS
 FS0514
 FS0514  VERT ORDER  -  FIRST     CLASS II
 FS0514
 FS0514.The horizontal coordinates were scaled from a topographic map and have
 FS0514.an estimated accuracy of +/- 6 seconds.
 FS0514
 FS0514.The orthometric height was determined by differential leveling
 FS0514.and adjusted by the National Geodetic Survey in June 1991..
 FS0514
 FS0514.The geoid height was determined by GEOID03.
 FS0514
 FS0514.The dynamic height is computed by dividing the NAVD 88
 FS0514.geopotential number by the normal gravity value computed on the
 FS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0514.degrees latitude (g = 980.6199 gals.).
 FS0514
 FS0514.The modeled gravity was interpolated from observed gravity values.
 FS0514.The observed gravity was obtained from relative gravimeter ties
 FS0514.to the IGSN71 gravity network.
 FS0514
 FS0514;                    North         East    Units  Estimated Accuracy
 FS0514;SPC AZ W     -   492,600.      163,930.      MT  (+/- 180 meters Scaled)
 FS0514
 FS0514                          SUPERSEDED SURVEY CONTROL
 FS0514
 FS0514  NGVD 29 (??/??/92) 1041.079  (m)         3415.61   (f) ADJ UNCH    1 2
 FS0514
 FS0514.Superseded values are not recommended for survey control.
 FS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0514.See file dsdata.txt to determine how the superseded data were derived.
 FS0514
 FS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV455252(NAD 83)
 FS0514_MARKER: DB = BENCH MARK DISK
 FS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0514_STAMPING: D 60 1934
 FS0514_MARK LOGO: CGS   
 FS0514_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0514+STABILITY: SURFACE MOTION
 FS0514
 FS0514  HISTORY     - Date     Condition        Report By
 FS0514  HISTORY     - 1934     MONUMENTED       CGS
 FS0514  HISTORY     - 1940     GOOD             NGS
 FS0514  HISTORY     - 1982     GOOD             NGS
 FS0514
 FS0514                          STATION DESCRIPTION
 FS0514
 FS0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0514'6.8 MI NW FROM CHLORIDE.
 FS0514'6.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 3.9 MILES
 FS0514'SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 93, 2.3 MILES
 FS0514'NORTHWEST OF THE JUNCTION OF THE ROAD LEADING TO PRODUCERS
 FS0514'MINES INC., 0.2 MILE WEST OF U.S. HIGHWAY 93, MIDWAY BETWEEN
 FS0514'TWO WASHES ABOUT 400 FEET APART, 35 FEET EAST OF THE CENTERLINE
 FS0514'OF THE OLD ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 FS0514'STANDARD DISK, STAMPED D 60 1934 AND SET IN THE TOP OF A
 FS0514'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0514
 FS0514                          STATION RECOVERY (1982)
 FS0514
 FS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0514'5.3 KM (3.3 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0514'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, THENCE 0.2 KM (0.1 MI) WEST
 FS0514'ACROSS COUNTRY, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 49, 0.2 KM (0.1
 FS0514'MI) SOUTHWEST OF A POWER LINE POLE, 0.2 KM (0.15 MI) SOUTHWEST OF A
 FS0514'DOUBLE BOX CULVERT, LOCATED ABOUT MIDWAY BETWEEN WASHES ON FLAT
 FS0514'GROUND, 10.6 METERS (35 FT) NORTHEAST OF THE CENTERLINE OF THE OLD
 FS0514'ROAD, ABOUT LEVEL WITH THE OLD ROAD.
 FS0514'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0514'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0005 ***********************************************************************
 FR0005  DESIGNATION -  D 61
 FR0005  PID         -  FR0005
 FR0005  STATE/COUNTY-  AZ/COCONINO
 FR0005  USGS QUAD   -  HOWARD LAKE (1989)
 FR0005
 FR0005                         *CURRENT SURVEY CONTROL
 FR0005  ___________________________________________________________________
 FR0005* NAD 83(1986)-  35 34 24.     (N)    112 10 47.     (W)     SCALED    
 FR0005* NAVD 88     -      1827.059  (meters)    5994.28   (feet)  POSTED    
 FR0005  ___________________________________________________________________
 FR0005  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FR0005  DYNAMIC HT  -        1824.630 (meters)    5986.31  (feet)  COMP
 FR0005  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 FR0005
 FR0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0005
 FR0005.The horizontal coordinates were scaled from a topographic map and have
 FR0005.an estimated accuracy of +/- 6 seconds.
 FR0005
 FR0005.The orthometric height was determined by differential leveling
 FR0005.and adjusted by the National Geodetic Survey in 1992..
 FR0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0005.rate of 0.0 thru 1.0 mm/km.
 FR0005
 FR0005.The geoid height was determined by GEOID03.
 FR0005
 FR0005.The dynamic height is computed by dividing the NAVD 88
 FR0005.geopotential number by the normal gravity value computed on the
 FR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0005.degrees latitude (g = 980.6199 gals.).
 FR0005
 FR0005.The modeled gravity was interpolated from observed gravity values.
 FR0005
 FR0005;                    North         East    Units  Estimated Accuracy
 FR0005;SPC AZ C     -   507,210.      189,520.      MT  (+/- 180 meters Scaled)
 FR0005
 FR0005                          SUPERSEDED SURVEY CONTROL
 FR0005
 FR0005  NGVD 29 (??/??/92) 1826.172  (m)         5991.37   (f) ADJ UNCH    2 0
 FR0005
 FR0005.Superseded values are not recommended for survey control.
 FR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0005.See file dsdata.txt to determine how the superseded data were derived.
 FR0005
 FR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931372(NAD 83)
 FR0005_MARKER: DB = BENCH MARK DISK
 FR0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0005_SP_SET: ABUTMENT
 FR0005_STAMPING: D 61 1934
 FR0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0005
 FR0005  HISTORY     - Date     Condition        Report By
 FR0005  HISTORY     - 1934     MONUMENTED       CGS
 FR0005  HISTORY     - 1955     GOOD             NGS
 FR0005
 FR0005                          STATION DESCRIPTION
 FR0005
 FR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0005'24.0 MI N FROM WILLIAMS.
 FR0005'ABOUT 24.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0005'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 8 POLES NORTH OF
 FR0005'MILEPOST 23, AT BRIDGE 24 A, IN THE TOP OF THE NORTH ABUTMENT, AND 5.6
 FR0005'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 FR0005'61 1934.
 FR0005
 FR0005                          STATION RECOVERY (1955)
 FR0005
 FR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2380 ***********************************************************************
 CZ2380  DESIGNATION -  D 61
 CZ2380  PID         -  CZ2380
 CZ2380  STATE/COUNTY-  AZ/PIMA
 CZ2380  USGS QUAD   -  TUCSON (1992)
 CZ2380
 CZ2380                         *CURRENT SURVEY CONTROL
 CZ2380  ___________________________________________________________________
 CZ2380* NAD 83(1992)-  32 11 57.97573(N)    110 53 16.16355(W)     ADJUSTED  
 CZ2380* NAVD 88     -       786.0    (meters)    2579.     (feet)  VERTCON   
 CZ2380  ___________________________________________________________________
 CZ2380  X           -  -1,926,363.714 (meters)                     COMP
 CZ2380  Y           -  -5,047,866.687 (meters)                     COMP
 CZ2380  Z           -   3,379,569.322 (meters)                     COMP
 CZ2380  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CZ2380  ELLIP HEIGHT-         757.10  (meters)          (06/11/02) GPS OBS
 CZ2380  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CZ2380
 CZ2380  HORZ ORDER  -  FIRST
 CZ2380  ELLP ORDER  -  FOURTH    CLASS II
 CZ2380
 CZ2380.The horizontal coordinates were established by GPS observations
 CZ2380.and adjusted by the National Geodetic Survey in August 1993..
 CZ2380
 CZ2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2380
 CZ2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2380
 CZ2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2380
 CZ2380.The ellipsoidal height was determined by GPS observations
 CZ2380.and is referenced to NAD 83.
 CZ2380
 CZ2380.The geoid height was determined by GEOID03.
 CZ2380
 CZ2380;                    North         East     Units Scale Factor Converg.
 CZ2380;SPC AZ C     -   133,444.277   310,360.194   MT  1.00001600   +0 32 53.8
 CZ2380;SPC AZ C     -   437,809.31  1,018,242.11   iFT  1.00001600   +0 32 53.8
 CZ2380;UTM  12      - 3,562,547.721   510,572.701   MT  0.99960138   +0 03 35.2
 CZ2380
 CZ2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2380!SPC AZ C     -   0.99988114  x   1.00001600  =   0.99989714
 CZ2380!UTM  12      -   0.99988114  x   0.99960138  =   0.99948257
 CZ2380
 CZ2380                          SUPERSEDED SURVEY CONTROL
 CZ2380
 CZ2380  ELLIP H (08/23/93)  757.18   (m)                       GP(       ) 4 2
 CZ2380  NAD 83(1986)-  32 11 57.97089(N)    110 53 16.16244(W) AD(       ) 1
 CZ2380  NGVD 29 (05/25/90)  785.3    (m)         2576.     (f) GPS OBS        
 CZ2380
 CZ2380.Superseded values are not recommended for survey control.
 CZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2380.See file dsdata.txt to determine how the superseded data were derived.
 CZ2380
 CZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1057362548(NAD 83)
 CZ2380_MARKER: DD = SURVEY DISK
 CZ2380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2380_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2380+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 CZ2380
 CZ2380  HISTORY     - Date     Condition        Report By
 CZ2380  HISTORY     - 1987     MONUMENTED       USGS
 CZ2380  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ2380  HISTORY     - 19950924 GOOD             USPSQD
 CZ2380  HISTORY     - 19960522 GOOD             USPSQD
 CZ2380  HISTORY     - 19990926 SEE DESCRIPTION  NGS
 CZ2380  HISTORY     - 20011210 GOOD             NGS
 CZ2380  HISTORY     - 20060316 GOOD             USPSQD
 CZ2380  HISTORY     - 20060910 GOOD             INDIV
 CZ2380
 CZ2380                          STATION DESCRIPTION
 CZ2380
 CZ2380'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2380'THE STATION IS LOCATED AT THE SOUTH EDGE OF TUCSON, AT THE
 CZ2380'NORTHWEST CORNER OF FREEDOM PARK.
 CZ2380'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2380'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2380'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2380'602-629-6223.
 CZ2380'
 CZ2380'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2380'22ND ST IN TUCSON, GO EAST FOR 7.6 KM (4.75 MI) ON 22ND ST TO THE
 CZ2380'INTERSECTION OF COLUMBUS BLVD. CONTINUE STRAIGHT AHEAD AND GO
 CZ2380'EAST FOR 0.8 KM (0.5 MI) ON 22ND ST TO THE INTERSECTION OF SWAN
 CZ2380'ROAD.
 CZ2380'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON SWAN ROAD TO THE
 CZ2380'INTERSECTION OF 29TH ST.
 CZ2380'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON 29TH ST TO THE
 CZ2380'EXTENSOMETER AND STATION ON THE RIGHT.
 CZ2380'
 CZ2380'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2380'STAMPED---D-61 1987---,
 CZ2380'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 CZ2380'2 CM BELOW GROUND.  LOCATED
 CZ2380'43.59 METERS (143.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 CZ2380'OF A PAVED DRIVE LEADING SOUTH INTO FREEDOM PARK,
 CZ2380'31.24 METERS (102.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF 29TH
 CZ2380'ST,
 CZ2380'24.29 METERS (79.7 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE,
 CZ2380'7.32 METERS (24.0 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CZ2380'A CHAIN LINK FENCE AROUND EXTENSOMETER AND
 CZ2380'3.84 METERS (12.6 FT) EAST FROM THE NORTHEAST CORNER OF A CHAIN
 CZ2380'LINK FENCE AROUND EXTENSOMETER.
 CZ2380'
 CZ2380'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2380'
 CZ2380'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2380'
 CZ2380'DESCRIBED BY D.F. CALLAHAN.
 CZ2380
 CZ2380                          STATION RECOVERY (1995)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2380'MARK NOT FOUND.
 CZ2380
 CZ2380                          STATION RECOVERY (1995)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2380'RECOVERED IN GOOD CONDITION.
 CZ2380
 CZ2380                          STATION RECOVERY (1996)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2380'RECOVERED IN GOOD CONDITION.
 CZ2380
 CZ2380                          STATION RECOVERY (1999)
 CZ2380
 CZ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CZ2380'IT APPEARS THAT THE STATION MAY HAVE BEEN REMOVED WITHIN THE PAST
 CZ2380'YEAR.  IT SEEMS THAT THE CITY OF TUCSON CREATED DRAINAGE AT THAT
 CZ2380'LOCATION.
 CZ2380
 CZ2380                          STATION RECOVERY (2001)
 CZ2380
 CZ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CZ2380
 CZ2380                          STATION RECOVERY (2006)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2380'RECOVERED IN GOOD SHAPE.
 CZ2380
 CZ2380                          STATION RECOVERY (2006)
 CZ2380
 CZ2380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ2380'RECOVERED AS DESCRIBED.  THE MARKER IS INSIDE A FENCED ENCLOSURE NEXT
 CZ2380'TO A SHED MARKED 'U.S. DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY
 CZ2380'WATER RESOURCES DIVISION OBSERVATION WELL'.  GPS MEASURED COORDINATES
 CZ2380'WERE N32 11 58.0, W110 53 16.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0179 ***********************************************************************
 GP0179  DESIGNATION -  D 62
 GP0179  PID         -  GP0179
 GP0179  STATE/COUNTY-  AZ/COCONINO
 GP0179  USGS QUAD   -  DESERT VIEW (1988)
 GP0179
 GP0179                         *CURRENT SURVEY CONTROL
 GP0179  ___________________________________________________________________
 GP0179* NAD 83(1986)-  36 01 52.     (N)    111 50 45.     (W)     SCALED    
 GP0179* NAVD 88     -      2250.528  (meters)    7383.61   (feet)  POSTED    
 GP0179  ___________________________________________________________________
 GP0179  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GP0179  DYNAMIC HT  -        2247.420 (meters)    7373.41  (feet)  COMP
 GP0179  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 GP0179
 GP0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0179
 GP0179.The horizontal coordinates were scaled from a topographic map and have
 GP0179.an estimated accuracy of +/- 6 seconds.
 GP0179
 GP0179.The orthometric height was determined by differential leveling
 GP0179.and adjusted by the National Geodetic Survey in 1992..
 GP0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0179.rate of 0.0 thru 1.0 mm/km.
 GP0179
 GP0179.The geoid height was determined by GEOID03.
 GP0179
 GP0179.The dynamic height is computed by dividing the NAVD 88
 GP0179.geopotential number by the normal gravity value computed on the
 GP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0179.degrees latitude (g = 980.6199 gals.).
 GP0179
 GP0179.The modeled gravity was interpolated from observed gravity values.
 GP0179
 GP0179;                    North         East    Units  Estimated Accuracy
 GP0179;SPC AZ C     -   557,970.      219,740.      MT  (+/- 180 meters Scaled)
 GP0179
 GP0179                          SUPERSEDED SURVEY CONTROL
 GP0179
 GP0179  NGVD 29 (??/??/92) 2249.466  (m)         7380.12   (f) ADJ UNCH    2 0
 GP0179
 GP0179.Superseded values are not recommended for survey control.
 GP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0179.See file dsdata.txt to determine how the superseded data were derived.
 GP0179
 GP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE237877(NAD 83)
 GP0179_MARKER: DB = BENCH MARK DISK
 GP0179_SETTING: 80 = SET IN A BOULDER
 GP0179_SP_SET: BOULDER
 GP0179_STAMPING: D 62 1934
 GP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0179+STABILITY: SURFACE MOTION
 GP0179
 GP0179  HISTORY     - Date     Condition        Report By
 GP0179  HISTORY     - 1934     MONUMENTED       CGS
 GP0179
 GP0179                          STATION DESCRIPTION
 GP0179
 GP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0179'23.3 MI E FROM GRAND CANYON.
 GP0179'ABOUT 23.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0179'GRAND CANYON, COCONINO COUNTY, ABOUT 0.6 MILE EAST OF THE JUNCTION
 GP0179'WITH THE ROAD LEADING TO LIPAN POINT, ABOUT 53 YARDS WEST OF AN
 GP0179'18-INCH GALVANIZED-IRON CULVERT, 38 FEET NORTH OF THE CENTER LINE OF
 GP0179'THE HIGHWAY, AND IN THE TOP OF A LIMESTONE BOULDER.  A STANDARD DISK,
 GP0179'STAMPED D 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0132 ***********************************************************************
 FQ0132  DESIGNATION -  D 64
 FQ0132  PID         -  FQ0132
 FQ0132  STATE/COUNTY-  AZ/NAVAJO
 FQ0132  USGS QUAD   -  KYKOTSMOVI (1991)
 FQ0132
 FQ0132                         *CURRENT SURVEY CONTROL
 FQ0132  ___________________________________________________________________
 FQ0132* NAD 83(1986)-  35 52 34.     (N)    110 36 51.     (W)     SCALED    
 FQ0132* NAVD 88     -      1730.711  (meters)    5678.17   (feet)  ADJUSTED  
 FQ0132  ___________________________________________________________________
 FQ0132  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FQ0132  DYNAMIC HT  -        1728.486 (meters)    5670.87  (feet)  COMP
 FQ0132  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 FQ0132
 FQ0132  VERT ORDER  -  SECOND    CLASS 0
 FQ0132
 FQ0132.The horizontal coordinates were scaled from a topographic map and have
 FQ0132.an estimated accuracy of +/- 6 seconds.
 FQ0132
 FQ0132.The orthometric height was determined by differential leveling
 FQ0132.and adjusted by the National Geodetic Survey in June 1991..
 FQ0132
 FQ0132.The geoid height was determined by GEOID03.
 FQ0132
 FQ0132.The dynamic height is computed by dividing the NAVD 88
 FQ0132.geopotential number by the normal gravity value computed on the
 FQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0132.degrees latitude (g = 980.6199 gals.).
 FQ0132
 FQ0132.The modeled gravity was interpolated from observed gravity values.
 FQ0132
 FQ0132;                    North         East    Units  Estimated Accuracy
 FQ0132;SPC AZ E     -   540,860.      172,950.      MT  (+/- 180 meters Scaled)
 FQ0132
 FQ0132                          SUPERSEDED SURVEY CONTROL
 FQ0132
 FQ0132  NGVD 29 (??/??/92) 1729.836  (m)         5675.30   (f) ADJ UNCH    2 0
 FQ0132
 FQ0132.Superseded values are not recommended for survey control.
 FQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0132.See file dsdata.txt to determine how the superseded data were derived.
 FQ0132
 FQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE348702(NAD 83)
 FQ0132_MARKER: DB = BENCH MARK DISK
 FQ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0132_SP_SET: STEP
 FQ0132_STAMPING: D 64 1934
 FQ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0132
 FQ0132  HISTORY     - Date     Condition        Report By
 FQ0132  HISTORY     - 1934     MONUMENTED       CGS
 FQ0132  HISTORY     - 19860603 MARK NOT FOUND   USGS
 FQ0132
 FQ0132                          STATION DESCRIPTION
 FQ0132
 FQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0132'IN ORAIBI.
 FQ0132'AT ORAIBI, NAVAJO COUNTY, AT THE INDIAN SCHOOL, IN THE WALL AT THE
 FQ0132'NORTHWEST CORNER OF THE DORMITORY, AT THE TOP OF THE BASEMENT STEPS, 8
 FQ0132'FEET NORTH OF THE DOORWAY, AND 1 FOOT SOUTH OF THE NORTHWEST CORNER OF
 FQ0132'THE BUILDING.  A STANDARD DISK, STAMPED D 64 1934 AND SET VERTICALLY.
 FQ0132
 FQ0132                          STATION RECOVERY (1986)
 FQ0132
 FQ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0315 ***********************************************************************
 ES0315  DESIGNATION -  D 65
 ES0315  PID         -  ES0315
 ES0315  STATE/COUNTY-  AZ/GILA
 ES0315  USGS QUAD   -  DIAMOND POINT (1973)
 ES0315
 ES0315                         *CURRENT SURVEY CONTROL
 ES0315  ___________________________________________________________________
 ES0315* NAD 83(1986)-  34 15 53.     (N)    111 11 39.     (W)     SCALED    
 ES0315* NAVD 88     -      1529.113  (meters)    5016.76   (feet)  ADJUSTED  
 ES0315  ___________________________________________________________________
 ES0315  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 ES0315  DYNAMIC HT  -        1526.995 (meters)    5009.82  (feet)  COMP
 ES0315  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ES0315
 ES0315  VERT ORDER  -  SECOND    CLASS 0
 ES0315
 ES0315.The horizontal coordinates were scaled from a topographic map and have
 ES0315.an estimated accuracy of +/- 6 seconds.
 ES0315
 ES0315.The orthometric height was determined by differential leveling
 ES0315.and adjusted by the National Geodetic Survey in June 1991..
 ES0315
 ES0315.The geoid height was determined by GEOID03.
 ES0315
 ES0315.The dynamic height is computed by dividing the NAVD 88
 ES0315.geopotential number by the normal gravity value computed on the
 ES0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0315.degrees latitude (g = 980.6199 gals.).
 ES0315
 ES0315.The modeled gravity was interpolated from observed gravity values.
 ES0315
 ES0315;                    North         East    Units  Estimated Accuracy
 ES0315;SPC AZ E     -   362,490.      118,740.      MT  (+/- 180 meters Scaled)
 ES0315
 ES0315                          SUPERSEDED SURVEY CONTROL
 ES0315
 ES0315  NGVD 29 (??/??/92) 1528.328  (m)         5014.19   (f) ADJ UNCH    2 0
 ES0315
 ES0315.Superseded values are not recommended for survey control.
 ES0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0315.See file dsdata.txt to determine how the superseded data were derived.
 ES0315
 ES0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC821915(NAD 83)
 ES0315_MARKER: DB = BENCH MARK DISK
 ES0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0315_STAMPING: D 65 1934
 ES0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0315+STABILITY: SURFACE MOTION
 ES0315
 ES0315  HISTORY     - Date     Condition        Report By
 ES0315  HISTORY     - 1934     MONUMENTED       CGS
 ES0315  HISTORY     - 1973     GOOD             USGS
 ES0315  HISTORY     - 1975     GOOD             USAF
 ES0315  HISTORY     - 20050903 GOOD             USPSQD
 ES0315
 ES0315                          STATION DESCRIPTION
 ES0315
 ES0315'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0315'9.5 MI NE FROM PAYSON.
 ES0315'9.5 MILES NORTHEAST ALONG PRESENT STATE HIGHWAY 260 FROM THE
 ES0315'POSTOFFICE AT PAYSON.  BM IS 25 FT. NORTH OF CENTERLINE OF OLD HIGHWAY
 ES0315'AT SUMMIT OF HILL.  400 FT. SOUTHEAST OF ROAD FORK WITH NEW HIGHWAY. A
 ES0315'STANDARD DISK, STAMPED D 65 1934, SET IN TOP OF A CONCRETE POST
 ES0315'PROJECTING 10 INCHES.
 ES0315
 ES0315                          STATION RECOVERY (1975)
 ES0315
 ES0315'RECOVERY NOTE BY US AIR FORCE 1975
 ES0315'8.25 MILES EAST ALONG ARIZ. 260 FROM THE JUNCTION OF US 87 AND ARIZ.
 ES0315'260 IN PAYSON, TO US FOREST SERVICE ROAD 436 ON THE RIGHT, TURN RIGHT
 ES0315'AND PROCEED FOR 200 FT. TO FENCE AND GATE, PROCEED THROUGH GATE FOR
 ES0315'120 FT. TO TOP OF SMALL KNOL AND STATION ON THE LEFT. 160 FT.
 ES0315'SOUTHEAST OF THE GATE, 20 FT. NORTHEAST OF THE ROAD, 45 FT. SOUTH
 ES0315
 ES0315                          STATION RECOVERY (2005)
 ES0315
 ES0315'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0521 ***********************************************************************
 DU0521  DESIGNATION -  D 67
 DU0521  PID         -  DU0521
 DU0521  STATE/COUNTY-  AZ/PINAL
 DU0521  USGS QUAD   -  FLORENCE SE (1965)
 DU0521
 DU0521                         *CURRENT SURVEY CONTROL
 DU0521  ___________________________________________________________________
 DU0521* NAD 83(1986)-  33 04 24.     (N)    111 21 23.     (W)     SCALED    
 DU0521* NAVD 88     -       464.35   (+/-2cm)    1523.5    (feet)  VERTCON   
 DU0521  ___________________________________________________________________
 DU0521  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0521
 DU0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0521
 DU0521.The horizontal coordinates were scaled from a topographic map and have
 DU0521.an estimated accuracy of +/- 6 seconds.
 DU0521
 DU0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0521.The vertical order pertains to the NGVD 29 superseded value.
 DU0521
 DU0521.The geoid height was determined by GEOID03.
 DU0521
 DU0521;                    North         East    Units  Estimated Accuracy
 DU0521;SPC AZ C     -   230,020.      265,670.      MT  (+/- 180 meters Scaled)
 DU0521
 DU0521                          SUPERSEDED SURVEY CONTROL
 DU0521
 DU0521  NGVD 29 (??/??/92)  463.781  (m)         1521.59   (f) ADJ UNCH    2 0
 DU0521
 DU0521.Superseded values are not recommended for survey control.
 DU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0521.See file dsdata.txt to determine how the superseded data were derived.
 DU0521
 DU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB667594(NAD 83)
 DU0521_MARKER: DB = BENCH MARK DISK
 DU0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0521_STAMPING: D 67 1934
 DU0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0521+STABILITY: SURFACE MOTION
 DU0521
 DU0521  HISTORY     - Date     Condition        Report By
 DU0521  HISTORY     - 1934     MONUMENTED       CGS
 DU0521  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0521
 DU0521                          STATION DESCRIPTION
 DU0521
 DU0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0521'2.0 MI E FROM FLORENCE.
 DU0521'2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION
 DU0521'AT FLORENCE, 1 POLE WEST OF MILEPOST 961, AND 21 FEET SOUTH OF THE
 DU0521'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 67 1934 AND SET
 DU0521'IN THE TOP OF A CONCRETE POST.  NOTE-- RR TRACK APPEARS TO BE BUILT UP
 DU0521'RECENTLY IN AREA OF POLE WEST OF MILEPOST 961.  21 FT. SOUTH OF CENTER
 DU0521'OF TRACK WOULD PLACE BM ON SLOPE OF FILL.
 DU0521
 DU0521                          STATION RECOVERY (1963)
 DU0521
 DU0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0193 ***********************************************************************
 GP0193  DESIGNATION -  D 7
 GP0193  PID         -  GP0193
 GP0193  STATE/COUNTY-  AZ/COCONINO
 GP0193  USGS QUAD   -  TANNER WELL (1985)
 GP0193
 GP0193                         *CURRENT SURVEY CONTROL
 GP0193  ___________________________________________________________________
 GP0193* NAD 83(1992)-  36 35 52.79127(N)    111 39 30.36812(W)     ADJUSTED  
 GP0193* NAVD 88     -      1581.560  (meters)    5188.83   (feet)  ADJUSTED  
 GP0193  ___________________________________________________________________
 GP0193  X           -  -1,892,592.390 (meters)                     COMP
 GP0193  Y           -  -4,765,935.632 (meters)                     COMP
 GP0193  Z           -   3,782,599.981 (meters)                     COMP
 GP0193  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GP0193  ELLIP HEIGHT-        1558.64  (meters)          (08/22/05) GPS OBS
 GP0193  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0193  DYNAMIC HT  -        1579.633 (meters)    5182.51  (feet)  COMP
 GP0193  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 GP0193
 GP0193  HORZ ORDER  -  B
 GP0193  VERT ORDER  -  FIRST     CLASS II
 GP0193  ELLP ORDER  -  THIRD     CLASS I
 GP0193
 GP0193.The horizontal coordinates were established by GPS observations
 GP0193.and adjusted by the National Geodetic Survey in August 2005..
 GP0193
 GP0193.The orthometric height was determined by differential leveling
 GP0193.and adjusted by the National Geodetic Survey in June 1991..
 GP0193
 GP0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0193
 GP0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0193
 GP0193.The ellipsoidal height was determined by GPS observations
 GP0193.and is referenced to NAD 83.
 GP0193
 GP0193.The geoid height was determined by GEOID03.
 GP0193
 GP0193.The dynamic height is computed by dividing the NAVD 88
 GP0193.geopotential number by the normal gravity value computed on the
 GP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0193.degrees latitude (g = 980.6199 gals.).
 GP0193
 GP0193.The modeled gravity was interpolated from observed gravity values.
 GP0193
 GP0193;                    North         East     Units Scale Factor Converg.
 GP0193;SPC AZ C     -   620,893.830   236,463.731   MT  0.99990657   +0 09 14.2
 GP0193;SPC AZ C     - 2,037,053.25    775,799.64   iFT  0.99990657   +0 09 14.2
 GP0193;UTM  12      - 4,050,480.199   441,107.640   MT  0.99964273   -0 23 33.2
 GP0193
 GP0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0193!SPC AZ C     -   0.99975545  x   0.99990657  =   0.99966204
 GP0193!UTM  12      -   0.99975545  x   0.99964273  =   0.99939827
 GP0193
 GP0193                          SUPERSEDED SURVEY CONTROL
 GP0193
 GP0193  NAVD 88 (08/22/05) 1581.56   (m)         5188.8    (f) LEVELING    3  
 GP0193  NGVD 29 (??/??/92) 1580.565  (m)         5185.57   (f) ADJ UNCH    1 2
 GP0193
 GP0193.Superseded values are not recommended for survey control.
 GP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0193.See file dsdata.txt to determine how the superseded data were derived.
 GP0193
 GP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4110850480(NAD 83)
 GP0193_MARKER: DB = BENCH MARK DISK
 GP0193_SETTING: 66 = SET IN ROCK OUTCROP
 GP0193_SP_SET: ROCK OUTCROP
 GP0193_STAMPING: D 7 1921 ELEV 5185.908 FT
 GP0193_MARK LOGO: CGS   
 GP0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0193+STABILITY: POSITION/ELEVATION WELL
 GP0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0193+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0193
 GP0193  HISTORY     - Date     Condition        Report By
 GP0193  HISTORY     - 1921     MONUMENTED       CGS
 GP0193  HISTORY     - 1962     GOOD             NGS
 GP0193  HISTORY     - 1978     GOOD             USGS
 GP0193  HISTORY     - 1983     GOOD             NGS
 GP0193  HISTORY     - 20050401 GOOD             NGS
 GP0193
 GP0193                          STATION DESCRIPTION
 GP0193
 GP0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0193'2.95 MI S FROM BITTER SPRINGS.
 GP0193'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0193'STATION AT BITTER SPRINGS TO A CONCRETE HIGHWAY BRIDGE AT TANNERS
 GP0193'WASH.  THENCE ABOUT 220 YARDS SOUTHWEST ACROSS COUNTRY FROM THE
 GP0193'SOUTHWEST CORNER OF THE BRIDGE, ON THE EAST SLOPE OF A ROCKY HILL, 29
 GP0193'FEET WEST OF THE CENTERLINE OF AN OLD ROAD BED, 1.0 FEET WEST OF A
 GP0193'ROCK CAIRN, AND SET IN THE TOP OF A LAVA ROCK OUTCROP FLUSH WITH THE
 GP0193'GROUND.
 GP0193
 GP0193                          STATION RECOVERY (1978)
 GP0193
 GP0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0193'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0193'SPRINGS, 2.6 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0193'0.3 MILES S. AND ROAD JCT IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0193'IS ADEQUATE.
 GP0193
 GP0193                          STATION RECOVERY (1983)
 GP0193
 GP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.15 KM
 GP0193'(2.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0193'ALTERNATE IN BITTER SPRINGS, IN TOP OF THE SOUTH EDGE OF A 2- BY
 GP0193'3-FOOT PORTION OF LIMESTONE BEDROCK ON THE EAST SLOPE OF A SMALL LOW
 GP0193'HILL, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 521, 131.7 METERS
 GP0193'(432 FT) WEST OF THE HIGHWAY CENTERLINE, 201.1 METERS (660 FT)
 GP0193'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER TANNER WASH,
 GP0193'100.6 METERS (330 FT) WEST OF A BRACED FENCE POST IN THE RIGHT OF WAY
 GP0193'FENCE, 8.8 METERS (29 FT) WEST OF THE CENTER OF THE OLD HIGHWAY ROAD
 GP0193'BED.
 GP0193'THE MARK IS 0.3 METERS  S FROM  A CAIRN
 GP0193'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 GP0193
 GP0193                          STATION RECOVERY (2005)
 GP0193
 GP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0193'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1508 ***********************************************************************
 CZ1508  DESIGNATION -  D 7 8
 CZ1508  PID         -  CZ1508
 CZ1508  STATE/COUNTY-  AZ/PINAL
 CZ1508  USGS QUAD   -  ELOY NORTH (1992)
 CZ1508
 CZ1508                         *CURRENT SURVEY CONTROL
 CZ1508  ___________________________________________________________________
 CZ1508* NAD 83(1986)-  32 46 39.     (N)    111 33 49.     (W)     SCALED    
 CZ1508* NAVD 88     -       467.284  (meters)    1533.08   (feet)  READJUSTED
 CZ1508  ___________________________________________________________________
 CZ1508  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1508  DYNAMIC HT  -         466.700 (meters)    1531.16  (feet)  COMP
 CZ1508  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 CZ1508  OBS GRAVITY -     979,366.9   (mgal)                       GRAV_OBS
 CZ1508
 CZ1508  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1508
 CZ1508.The horizontal coordinates were scaled from a topographic map and have
 CZ1508.an estimated accuracy of +/- 6 seconds.
 CZ1508
 CZ1508.The orthometric height was determined by differential leveling
 CZ1508.and adjusted by the National Geodetic Survey in April 1999..
 CZ1508.No vertical observational check was made to the station.
 CZ1508.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1508.mark was located on a no-check spur therefore a value was not computed.
 CZ1508.The height was derived from older observations constrained to new
 CZ1508.heights in a crustal motion area.  The height is approximate in
 CZ1508.relation to other heights in its vicinity.
 CZ1508
 CZ1508.The geoid height was determined by GEOID03.
 CZ1508
 CZ1508.The dynamic height is computed by dividing the NAVD 88
 CZ1508.geopotential number by the normal gravity value computed on the
 CZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1508.degrees latitude (g = 980.6199 gals.).
 CZ1508
 CZ1508.The modeled gravity was interpolated from observed gravity values.
 CZ1508.The observed gravity was obtained from relative gravimeter ties
 CZ1508.to the IGSN71 gravity network.
 CZ1508
 CZ1508;                    North         East    Units  Estimated Accuracy
 CZ1508;SPC AZ C     -   197,130.      246,430.      MT  (+/- 180 meters Scaled)
 CZ1508
 CZ1508                          SUPERSEDED SURVEY CONTROL
 CZ1508
 CZ1508  NAVD 88 (06/15/91)  467.435  (m)         1533.58   (f) UNKNOWN     1 2
 CZ1508
 CZ1508.Superseded values are not recommended for survey control.
 CZ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1508.See file dsdata.txt to determine how the superseded data were derived.
 CZ1508
 CZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472267(NAD 83)
 CZ1508_MARKER: DB = BENCH MARK DISK
 CZ1508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CZ1508_SP_SET: BUILDING FOUNDATION
 CZ1508_MARK LOGO: USGS  
 CZ1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1508+STABILITY: SURFACE MOTION
 CZ1508
 CZ1508  HISTORY     - Date     Condition        Report By
 CZ1508  HISTORY     - UNK      MONUMENTED       USGS
 CZ1508  HISTORY     - 1980     GOOD             NGS
 CZ1508  HISTORY     - 1984     GOOD             NGS
 CZ1508
 CZ1508                          STATION DESCRIPTION
 CZ1508
 CZ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1508'24.1 KM SE FROM CASA GRANDE.
 CZ1508'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1508'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.0 KILOMETERS
 CZ1508'(1.25 MILES) NORTH ALONG ELEVEN MILE CORNER ROAD, THENCE 0.4 KILOMETER
 CZ1508'(0.25 MILE) EAST ALONG HOUSER ROAD TO A 2.4- BY 3.0-METER GALVANIZED
 CZ1508'SHEET METAL BUILDING HOUSING A U.S.G.S. EXTENSOMETER RECORDER, SET
 CZ1508'IN TOP OF AND IN THE SOUTHEAST CORNER OF THE CONCRETE BUILDING
 CZ1508'FOUNDATION INSIDE THE BUILDING.  THE MARK IS AN UNSTAMPED U.S.G.S.
 CZ1508'DISK.
 CZ1508
 CZ1508                          STATION RECOVERY (1984)
 CZ1508
 CZ1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0313 ***********************************************************************
 DT0313  DESIGNATION -  D 70
 DT0313  PID         -  DT0313
 DT0313  STATE/COUNTY-  AZ/GREENLEE
 DT0313  USGS QUAD   -  STRAYHORSE (1991)
 DT0313
 DT0313                         *CURRENT SURVEY CONTROL
 DT0313  ___________________________________________________________________
 DT0313* NAD 83(1986)-  33 30 13.     (N)    109 19 27.     (W)     SCALED    
 DT0313* NAVD 88     -      2178.506  (meters)    7147.32   (feet)  ADJUSTED  
 DT0313  ___________________________________________________________________
 DT0313  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DT0313  DYNAMIC HT  -        2174.968 (meters)    7135.71  (feet)  COMP
 DT0313  MODELED GRAV-     978,934.9   (mgal)                       NAVD 88
 DT0313
 DT0313  VERT ORDER  -  SECOND    CLASS 0
 DT0313
 DT0313.The horizontal coordinates were scaled from a topographic map and have
 DT0313.an estimated accuracy of +/- 6 seconds.
 DT0313
 DT0313.The orthometric height was determined by differential leveling
 DT0313.and adjusted by the National Geodetic Survey in June 1991..
 DT0313
 DT0313.The geoid height was determined by GEOID03.
 DT0313
 DT0313.The dynamic height is computed by dividing the NAVD 88
 DT0313.geopotential number by the normal gravity value computed on the
 DT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0313.degrees latitude (g = 980.6199 gals.).
 DT0313
 DT0313.The modeled gravity was interpolated from observed gravity values.
 DT0313
 DT0313;                    North         East    Units  Estimated Accuracy
 DT0313;SPC AZ E     -   277,920.      291,640.      MT  (+/- 180 meters Scaled)
 DT0313
 DT0313                          SUPERSEDED SURVEY CONTROL
 DT0313
 DT0313  NGVD 29 (??/??/92) 2177.439  (m)         7143.81   (f) ADJ UNCH    2 0
 DT0313
 DT0313.Superseded values are not recommended for survey control.
 DT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0313.See file dsdata.txt to determine how the superseded data were derived.
 DT0313
 DT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC556083(NAD 83)
 DT0313_MARKER: DB = BENCH MARK DISK
 DT0313_SETTING: 66 = SET IN ROCK OUTCROP
 DT0313_SP_SET: ROCK OUTCROP
 DT0313_STAMPING: D-70 1934
 DT0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0313+STABILITY: POSITION/ELEVATION WELL
 DT0313
 DT0313  HISTORY     - Date     Condition        Report By
 DT0313  HISTORY     - 1934     MONUMENTED       CGS
 DT0313  HISTORY     - 1967     GOOD             USGS
 DT0313
 DT0313                          STATION DESCRIPTION
 DT0313
 DT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0313'41.2 MI S FROM ALPINE.
 DT0313'41.2 MI SOUTH ON STATE HWY NO.71.  SET IN A SADDLE, AND 65 FEET EAST
 DT0313'OF THE CENTERLINE OF THE HIGHWAY, SET IN TOP OF A ROCK OUTCROP, ABOUT
 DT0313'3 FEET IN DIAMETER.
 DT0313
 DT0313                          STATION RECOVERY (1967)
 DT0313
 DT0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0153 ***********************************************************************
 FQ0153  DESIGNATION -  D 71
 FQ0153  PID         -  FQ0153
 FQ0153  STATE/COUNTY-  AZ/COCONINO
 FQ0153  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0153
 FQ0153                         *CURRENT SURVEY CONTROL
 FQ0153  ___________________________________________________________________
 FQ0153* NAD 83(1986)-  35 30 11.     (N)    110 52 58.     (W)     SCALED    
 FQ0153* NAVD 88     -      1499.014  (meters)    4918.02   (feet)  ADJUSTED  
 FQ0153  ___________________________________________________________________
 FQ0153  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FQ0153  DYNAMIC HT  -        1497.091 (meters)    4911.71  (feet)  COMP
 FQ0153  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 FQ0153
 FQ0153  VERT ORDER  -  SECOND    CLASS 0
 FQ0153
 FQ0153.The horizontal coordinates were scaled from a topographic map and have
 FQ0153.an estimated accuracy of +/- 6 seconds.
 FQ0153
 FQ0153.The orthometric height was determined by differential leveling
 FQ0153.and adjusted by the National Geodetic Survey in June 1991..
 FQ0153
 FQ0153.The geoid height was determined by GEOID03.
 FQ0153
 FQ0153.The dynamic height is computed by dividing the NAVD 88
 FQ0153.geopotential number by the normal gravity value computed on the
 FQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0153.degrees latitude (g = 980.6199 gals.).
 FQ0153
 FQ0153.The modeled gravity was interpolated from observed gravity values.
 FQ0153
 FQ0153;                    North         East    Units  Estimated Accuracy
 FQ0153;SPC AZ C     -   499,870.      307,150.      MT  (+/- 180 meters Scaled)
 FQ0153
 FQ0153                          SUPERSEDED SURVEY CONTROL
 FQ0153
 FQ0153  NGVD 29 (??/??/92) 1498.244  (m)         4915.49   (f) ADJ UNCH    2 0
 FQ0153
 FQ0153.Superseded values are not recommended for survey control.
 FQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0153.See file dsdata.txt to determine how the superseded data were derived.
 FQ0153
 FQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE106288(NAD 83)
 FQ0153_MARKER: DB = BENCH MARK DISK
 FQ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0153_STAMPING: D 71 1934
 FQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0153+STABILITY: SURFACE MOTION
 FQ0153
 FQ0153  HISTORY     - Date     Condition        Report By
 FQ0153  HISTORY     - 1934     MONUMENTED       CGS
 FQ0153  HISTORY     - 1955     MARK NOT FOUND   USGS
 FQ0153
 FQ0153                          STATION DESCRIPTION
 FQ0153
 FQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0153'20.4 MI NE FROM LEUPP.
 FQ0153'ABOUT 20.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0153'COCONINO COUNTY, ABOUT 131 YARDS NORTH OF A DOUBLE 36-INCH
 FQ0153'GALVANIZED-IRON PIPE CULVERT, ABOUT 70 YARDS SOUTH OF A 48-INCH
 FQ0153'GALVANIZED-IRON PIPE CULVERT, AND 61 FEET EAST OF THE CENTER LINE OF
 FQ0153'THE HIGHWAY.  A STANDARD DISK, STAMPED D 71 1934 AND SET IN THE TOP OF
 FQ0153'A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NOTE-- IT WAS
 FQ0153'IN AN AREA WHERE LEVEES HAVE BEEN BUILT AND THE MARK COULD HAVE BEEN
 FQ0153'COVERED WITH SAND.
 FQ0153
 FQ0153                          STATION RECOVERY (1955)
 FQ0153
 FQ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0332 ***********************************************************************
 FP0332  DESIGNATION -  D 73
 FP0332  PID         -  FP0332
 FP0332  STATE/COUNTY-  AZ/APACHE
 FP0332  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0332
 FP0332                         *CURRENT SURVEY CONTROL
 FP0332  ___________________________________________________________________
 FP0332* NAD 83(1986)-  35 45 38.     (N)    109 45 26.     (W)     SCALED    
 FP0332* NAVD 88     -      2011.270  (meters)    6598.64   (feet)  ADJUSTED  
 FP0332  ___________________________________________________________________
 FP0332  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0332  DYNAMIC HT  -        2008.551 (meters)    6589.72  (feet)  COMP
 FP0332  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 FP0332
 FP0332  VERT ORDER  -  SECOND    CLASS 0
 FP0332
 FP0332.The horizontal coordinates were scaled from a topographic map and have
 FP0332.an estimated accuracy of +/- 6 seconds.
 FP0332
 FP0332.The orthometric height was determined by differential leveling
 FP0332.and adjusted by the National Geodetic Survey in June 1991..
 FP0332
 FP0332.The geoid height was determined by GEOID03.
 FP0332
 FP0332.The dynamic height is computed by dividing the NAVD 88
 FP0332.geopotential number by the normal gravity value computed on the
 FP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0332.degrees latitude (g = 980.6199 gals.).
 FP0332
 FP0332.The modeled gravity was interpolated from observed gravity values.
 FP0332
 FP0332;                    North         East    Units  Estimated Accuracy
 FP0332;SPC AZ E     -   528,030.      250,390.      MT  (+/- 180 meters Scaled)
 FP0332
 FP0332                          SUPERSEDED SURVEY CONTROL
 FP0332
 FP0332  NGVD 29 (??/??/92) 2010.312  (m)         6595.50   (f) ADJ UNCH    2 0
 FP0332
 FP0332.Superseded values are not recommended for survey control.
 FP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0332.See file dsdata.txt to determine how the superseded data were derived.
 FP0332
 FP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE123581(NAD 83)
 FP0332_MARKER: DB = BENCH MARK DISK
 FP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0332_STAMPING: D 73 1934
 FP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0332+STABILITY: SURFACE MOTION
 FP0332
 FP0332  HISTORY     - Date     Condition        Report By
 FP0332  HISTORY     - 1934     MONUMENTED       CGS
 FP0332  HISTORY     - 1972     GOOD             USGS
 FP0332
 FP0332                          STATION DESCRIPTION
 FP0332
 FP0332'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0332'15.0 MI W FROM GANADO POST OFFICE.
 FP0332'FROM THE POST OFFICE AT GANADO, BM IS 15.0 MILES WEST OF, ALONG STATE
 FP0332'ROUTE NO. 264, 0.1 MILE EAST OF OLD JUNCTION OF OLD ROAD LEADING
 FP0332'NORTHEAST, AND 65 FT. NORTH OF CENTERLINE OF HIGHWAY OPPOSITE.  A
 FP0332'STANDARD DISK STAMPED D 73 1934 AND SET IN A CONCRETE POST ONE FOOT
 FP0332'BELOW HIGHWAY OPPOSITE.  NOTE-- IT APPEARS THAT THE LETTER D WAS
 FP0332'UNDERSTAMPED BY LETTER E CAUSING A BLUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0223 ***********************************************************************
 ER0223  DESIGNATION -  D 74
 ER0223  PID         -  ER0223
 ER0223  STATE/COUNTY-  AZ/APACHE
 ER0223  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0223
 ER0223                         *CURRENT SURVEY CONTROL
 ER0223  ___________________________________________________________________
 ER0223* NAD 83(1986)-  34 10 08.     (N)    109 04 03.     (W)     SCALED    
 ER0223* NAVD 88     -      2211.018  (meters)    7253.98   (feet)  ADJUSTED  
 ER0223  ___________________________________________________________________
 ER0223  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 ER0223  DYNAMIC HT  -        2207.608 (meters)    7242.79  (feet)  COMP
 ER0223  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 ER0223
 ER0223  VERT ORDER  -  SECOND    CLASS 0
 ER0223
 ER0223.The horizontal coordinates were scaled from a topographic map and have
 ER0223.an estimated accuracy of +/- 6 seconds.
 ER0223
 ER0223.The orthometric height was determined by differential leveling
 ER0223.and adjusted by the National Geodetic Survey in June 1991..
 ER0223
 ER0223.The geoid height was determined by GEOID03.
 ER0223
 ER0223.The dynamic height is computed by dividing the NAVD 88
 ER0223.geopotential number by the normal gravity value computed on the
 ER0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0223.degrees latitude (g = 980.6199 gals.).
 ER0223
 ER0223.The modeled gravity was interpolated from observed gravity values.
 ER0223
 ER0223;                    North         East    Units  Estimated Accuracy
 ER0223;SPC AZ E     -   351,930.      314,700.      MT  (+/- 180 meters Scaled)
 ER0223
 ER0223                          SUPERSEDED SURVEY CONTROL
 ER0223
 ER0223  NGVD 29 (??/??/92) 2210.071  (m)         7250.87   (f) ADJ UNCH    2 0
 ER0223
 ER0223.Superseded values are not recommended for survey control.
 ER0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0223.See file dsdata.txt to determine how the superseded data were derived.
 ER0223
 ER0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC781825(NAD 83)
 ER0223_MARKER: DB = BENCH MARK DISK
 ER0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0223_STAMPING: D-74 1934
 ER0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0223+STABILITY: SURFACE MOTION
 ER0223
 ER0223  HISTORY     - Date     Condition        Report By
 ER0223  HISTORY     - 1934     MONUMENTED       CGS
 ER0223
 ER0223                          STATION DESCRIPTION
 ER0223
 ER0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0223'14.3 MI E FROM SPRINGERVILLE.
 ER0223'14.3 MI EAST ON US HWY NO. 60.  1.2 MI WEST OF THE ARIZONA- NEW MEXICO
 ER0223'STATE LINE, 0.3 MI WEST OF A CONCRETE BRIDGE, 12 FEET NORTH OF A FENCE
 ER0223'LINE, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0275 ***********************************************************************
 CY0275  DESIGNATION -  D 75
 CY0275  PID         -  CY0275
 CY0275  STATE/COUNTY-  AZ/GREENLEE
 CY0275  USGS QUAD   -  DUNCAN (1986)
 CY0275
 CY0275                         *CURRENT SURVEY CONTROL
 CY0275  ___________________________________________________________________
 CY0275* NAD 83(1986)-  32 39 05.     (N)    109 04 17.     (W)     SCALED    
 CY0275* NAVD 88     -      1154.91   (+/-2cm)    3789.1    (feet)  VERTCON   
 CY0275  ___________________________________________________________________
 CY0275  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CY0275
 CY0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0275
 CY0275.The horizontal coordinates were scaled from a topographic map and have
 CY0275.an estimated accuracy of +/- 6 seconds.
 CY0275
 CY0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0275.The vertical order pertains to the NGVD 29 superseded value.
 CY0275
 CY0275.The geoid height was determined by GEOID03.
 CY0275
 CY0275;                    North         East    Units  Estimated Accuracy
 CY0275;SPC AZ E     -   183,620.      316,110.      MT  (+/- 180 meters Scaled)
 CY0275
 CY0275                          SUPERSEDED SURVEY CONTROL
 CY0275
 CY0275  NGVD 29 (??/??/92) 1154.224  (m)         3786.82   (f) ADJ UNCH    2 0
 CY0275
 CY0275.Superseded values are not recommended for survey control.
 CY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0275.See file dsdata.txt to determine how the superseded data were derived.
 CY0275
 CY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB808142(NAD 83)
 CY0275_MARKER: DB = BENCH MARK DISK
 CY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0275_STAMPING: D-75 1934
 CY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0275+STABILITY: SURFACE MOTION
 CY0275
 CY0275  HISTORY     - Date     Condition        Report By
 CY0275  HISTORY     - 1934     MONUMENTED       CGS
 CY0275
 CY0275                          STATION DESCRIPTION
 CY0275
 CY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0275'5.4 MI SE FROM DUNCAN.
 CY0275'5.4 MI. S.E. ALONG A. AND N.M. RY.  149 FT. N.W. OF MI. POST 1179, 35
 CY0275'FT. N.W. OF A TELEPHONE POLE, 75 FT. W. OF THE CENTER LINE OF THE
 CY0275'TRACK, AND 50 FT. W. OF THE CENTER LINE OF THE OLD DUNCAN LORDSBURG
 CY0275'HWY.  NOTE-- TO REACH FROM INTERSECTION OF HWY US 70 AND ARIZONA 75 IN
 CY0275'DUNCAN, ARIZONA, GO 4.5 MI (SSE) ON US HWY 70 TO JCT WITH DIRT ROAD,
 CY0275'TURN RIGHT (W) FOR 0.2 MI TO INTERSECTION OF DIRT ROADS, TURN LEFT (S)
 CY0275'THROUGH GATE AND GO 0.7 MI ON DIRT ROAD TO BM SITE ON (W) SIDE OF ROAD
 CY0275'BETWEEN ROAD AND RAILROAD.  MARK PROTRUDES 15.5 IN. ABOVE GROUND. BM
 CY0275'IS LOCATED 21.65 MI (E) OF NEAR TRACK.  12.77 M OF DIRT ROAD. 11.447 M
 CY0275'(NW) OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0390 ***********************************************************************
 CG0390  DESIGNATION -  D 76
 CG0390  PID         -  CG0390
 CG0390  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0390  USGS QUAD   -  TUBAC (1981)
 CG0390
 CG0390                         *CURRENT SURVEY CONTROL
 CG0390  ___________________________________________________________________
 CG0390* NAD 83(1986)-  31 35 54.     (N)    111 02 26.     (W)     SCALED    
 CG0390* NAVD 88     -       978.61   (+/-2cm)    3210.7    (feet)  VERTCON   
 CG0390  ___________________________________________________________________
 CG0390  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0390
 CG0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0390
 CG0390.The horizontal coordinates were scaled from a topographic map and have
 CG0390.an estimated accuracy of +/- 6 seconds.
 CG0390
 CG0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0390.The vertical order pertains to the NGVD 29 superseded value.
 CG0390
 CG0390.The geoid height was determined by GEOID03.
 CG0390
 CG0390;                    North         East    Units  Estimated Accuracy
 CG0390;SPC AZ C     -    66,670.      296,500.      MT  (+/- 180 meters Scaled)
 CG0390
 CG0390                          SUPERSEDED SURVEY CONTROL
 CG0390
 CG0390  NGVD 29 (??/??/92)  977.777  (m)         3207.92   (f) ADJ UNCH    1 2
 CG0390
 CG0390.Superseded values are not recommended for survey control.
 CG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0390.See file dsdata.txt to determine how the superseded data were derived.
 CG0390
 CG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV961959(NAD 83)
 CG0390_MARKER: DB = BENCH MARK DISK
 CG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0390_STAMPING: D 76 1934
 CG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0390+STABILITY: SURFACE MOTION
 CG0390
 CG0390  HISTORY     - Date     Condition        Report By
 CG0390  HISTORY     - 1934     MONUMENTED       CGS
 CG0390  HISTORY     - 1954     GOOD             NGS
 CG0390
 CG0390                          STATION DESCRIPTION
 CG0390
 CG0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0390'7.7 MI S FROM AMADO.
 CG0390'7.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0390'WATER TANK AT AMADO, 1.0 MILE SOUTH OF TUBAC, 1 POLE SOUTH OF MILEPOLE
 CG0390'1029, 35.5 FEET WEST OF THE WEST RAIL, 13.5 FEET EAST OF A FENCE, 4
 CG0390'1/2 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET NORTHEAST OF A WITNESS
 CG0390'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0390'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0320 ***********************************************************************
 CG0320  DESIGNATION -  D 77
 CG0320  PID         -  CG0320
 CG0320  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0320  USGS QUAD   -  SONOITA (1983)
 CG0320
 CG0320                         *CURRENT SURVEY CONTROL
 CG0320  ___________________________________________________________________
 CG0320* NAD 83(1986)-  31 37 42.     (N)    110 42 54.     (W)     SCALED    
 CG0320* NAVD 88     -      1353.25   (+/-2cm)    4439.8    (feet)  VERTCON   
 CG0320  ___________________________________________________________________
 CG0320  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CG0320
 CG0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0320
 CG0320.The horizontal coordinates were scaled from a topographic map and have
 CG0320.an estimated accuracy of +/- 6 seconds.
 CG0320
 CG0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0320.The vertical order pertains to the NGVD 29 superseded value.
 CG0320
 CG0320.The geoid height was determined by GEOID03.
 CG0320
 CG0320;                    North         East    Units  Estimated Accuracy
 CG0320;SPC AZ C     -    70,290.      327,360.      MT  (+/- 180 meters Scaled)
 CG0320
 CG0320                          SUPERSEDED SURVEY CONTROL
 CG0320
 CG0320  NGVD 29 (??/??/92) 1352.347  (m)         4436.83   (f) ADJ UNCH    2 0
 CG0320
 CG0320.Superseded values are not recommended for survey control.
 CG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0320.See file dsdata.txt to determine how the superseded data were derived.
 CG0320
 CG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV270992(NAD 83)
 CG0320_MARKER: DB = BENCH MARK DISK
 CG0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0320_STAMPING: D 77 1934
 CG0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0320+STABILITY: SURFACE MOTION
 CG0320
 CG0320  HISTORY     - Date     Condition        Report By
 CG0320  HISTORY     - 1934     MONUMENTED       CGS
 CG0320  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0320
 CG0320                          STATION DESCRIPTION
 CG0320
 CG0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0320'6.7 MI NE FROM PATAGONIA.
 CG0320'6.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0320'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 6.3 MILES SOUTHWEST OF
 CG0320'SONOITA, 150 FEET NORTHEAST OF THE STATION SIGN AT ASHBURN, 9-1/2
 CG0320'POLES SOUTH OF MILEPOST 1088, 60 FEET SOUTHEAST OF CULVERT 1088 B, 27
 CG0320'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 25 FEET WEST OF A FENCE
 CG0320'LINE.  A STANDARD DISK, STAMPED D 77 1934 AND SET IN THE TOP OF A
 CG0320'CONCRETE POST.
 CG0320
 CG0320                          STATION RECOVERY (1998)
 CG0320
 CG0320'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0188 ***********************************************************************
 CF0188  DESIGNATION -  D 78
 CF0188  PID         -  CF0188
 CF0188  STATE/COUNTY-  AZ/COCHISE
 CF0188  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0188
 CF0188                         *CURRENT SURVEY CONTROL
 CF0188  ___________________________________________________________________
 CF0188* NAD 83(1986)-  31 44 30.     (N)    109 57 10.     (W)     SCALED    
 CF0188* NAVD 88     -      1501.80   (+/-2cm)    4927.2    (feet)  VERTCON   
 CF0188  ___________________________________________________________________
 CF0188  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CF0188
 CF0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0188
 CF0188.The horizontal coordinates were scaled from a topographic map and have
 CF0188.an estimated accuracy of +/- 6 seconds.
 CF0188
 CF0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0188.The vertical order pertains to the NGVD 29 superseded value.
 CF0188
 CF0188.The geoid height was determined by GEOID03.
 CF0188
 CF0188;                    North         East    Units  Estimated Accuracy
 CF0188;SPC AZ E     -    82,250.      233,630.      MT  (+/- 180 meters Scaled)
 CF0188
 CF0188                          SUPERSEDED SURVEY CONTROL
 CF0188
 CF0188  NGVD 29 (??/??/92) 1500.899  (m)         4924.20   (f) ADJ UNCH    2 0
 CF0188
 CF0188.Superseded values are not recommended for survey control.
 CF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0188.See file dsdata.txt to determine how the superseded data were derived.
 CF0188
 CF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA991122(NAD 83)
 CF0188_MARKER: DB = BENCH MARK DISK
 CF0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0188_STAMPING: D 78 1934
 CF0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0188+STABILITY: SURFACE MOTION
 CF0188
 CF0188  HISTORY     - Date     Condition        Report By
 CF0188  HISTORY     - 1934     MONUMENTED       CGS
 CF0188
 CF0188                          STATION DESCRIPTION
 CF0188
 CF0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0188'7.8 MI E FROM TOMBSTONE.
 CF0188'7.8 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CF0188'8.2 MILES WEST OF GLEASON, 0.3 MILE EAST OF THE CROSSING OF A WASH,
 CF0188'125 YARDS WEST OF THE BEGINNING OF THE ASCENT UP A HILL, AND 40 FEET
 CF0188'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 78
 CF0188'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0145 ***********************************************************************
 CG0145  DESIGNATION -  D 79
 CG0145  PID         -  CG0145
 CG0145  STATE/COUNTY-  AZ/COCHISE
 CG0145  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0145
 CG0145                         *CURRENT SURVEY CONTROL
 CG0145  ___________________________________________________________________
 CG0145* NAD 83(1986)-  31 34 36.     (N)    110 08 20.     (W)     SCALED    
 CG0145* NAVD 88     -      1231.02   (+/-2cm)    4038.8    (feet)  VERTCON   
 CG0145  ___________________________________________________________________
 CG0145  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0145
 CG0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0145
 CG0145.The horizontal coordinates were scaled from a topographic map and have
 CG0145.an estimated accuracy of +/- 6 seconds.
 CG0145
 CG0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0145.The vertical order pertains to the NGVD 29 superseded value.
 CG0145
 CG0145.The geoid height was determined by GEOID03.
 CG0145
 CG0145;                    North         East    Units  Estimated Accuracy
 CG0145;SPC AZ E     -    63,930.      216,000.      MT  (+/- 180 meters Scaled)
 CG0145
 CG0145                          SUPERSEDED SURVEY CONTROL
 CG0145
 CG0145  NGVD 29 (??/??/92) 1230.205  (m)         4036.10   (f) ADJ UNCH    2 0
 CG0145
 CG0145.Superseded values are not recommended for survey control.
 CG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0145.See file dsdata.txt to determine how the superseded data were derived.
 CG0145
 CG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV817938(NAD 83)
 CG0145_MARKER: DB = BENCH MARK DISK
 CG0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0145_SP_SET: BRIDGE
 CG0145_STAMPING: D 79 1934
 CG0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0145
 CG0145  HISTORY     - Date     Condition        Report By
 CG0145  HISTORY     - 1934     MONUMENTED       CGS
 CG0145
 CG0145                          STATION DESCRIPTION
 CG0145
 CG0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0145'IN LEWIS SPRINGS.
 CG0145'AT LEWIS SPRINGS, COCHISE COUNTY, 300 YARDS SOUTHEAST OF THE SOUTHERN
 CG0145'PACIFIC CO. RAILROAD STATION, 1 POLE NORTHWEST OF MILEPOST 1059, AT
 CG0145'BRIDGE 1059, IN THE TOP OF THE NORTHEAST WINGWALL, 85 FEET EAST OF A
 CG0145'LINE OF POLES, AND 25 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK. A
 CG0145'STANDARD DISK, STAMPED D 79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0210 ***********************************************************************
 DB0210  DESIGNATION -  D 8
 DB0210  PID         -  DB0210
 DB0210  STATE/COUNTY-  AZ/YUMA
 DB0210  USGS QUAD   -  YUMA EAST (1994)
 DB0210
 DB0210                         *CURRENT SURVEY CONTROL
 DB0210  ___________________________________________________________________
 DB0210* NAD 83(1986)-  32 43 21.     (N)    114 36 58.     (W)     SCALED    
 DB0210* NAVD 88     -        42.021  (meters)     137.86   (feet)  ADJUSTED  
 DB0210  ___________________________________________________________________
 DB0210  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB0210  DYNAMIC HT  -          41.974 (meters)     137.71  (feet)  COMP
 DB0210  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DB0210
 DB0210  VERT ORDER  -  FIRST     CLASS II
 DB0210
 DB0210.The horizontal coordinates were scaled from a topographic map and have
 DB0210.an estimated accuracy of +/- 6 seconds.
 DB0210
 DB0210.The orthometric height was determined by differential leveling
 DB0210.and adjusted by the National Geodetic Survey in June 1991..
 DB0210
 DB0210.The geoid height was determined by GEOID03.
 DB0210
 DB0210.The dynamic height is computed by dividing the NAVD 88
 DB0210.geopotential number by the normal gravity value computed on the
 DB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0210.degrees latitude (g = 980.6199 gals.).
 DB0210
 DB0210.The modeled gravity was interpolated from observed gravity values.
 DB0210
 DB0210;                    North         East    Units  Estimated Accuracy
 DB0210;SPC AZ W     -   191,320.      132,170.      MT  (+/- 180 meters Scaled)
 DB0210
 DB0210                          SUPERSEDED SURVEY CONTROL
 DB0210
 DB0210  NGVD 29 (??/??/??)   41.363  (m)          135.71   (f) ADJUSTED    1 2
 DB0210
 DB0210.Superseded values are not recommended for survey control.
 DB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0210.See file dsdata.txt to determine how the superseded data were derived.
 DB0210
 DB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS234230(NAD 83)
 DB0210_MARKER: DB = BENCH MARK DISK
 DB0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0210_SP_SET: BUILDING
 DB0210_STAMPING: 135.754 D 8 1927
 DB0210_MARK LOGO: CGS   
 DB0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0210+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0210
 DB0210  HISTORY     - Date     Condition        Report By
 DB0210  HISTORY     - 1927     MONUMENTED       CGS
 DB0210  HISTORY     - 1960     GOOD             NGS
 DB0210  HISTORY     - 1981     GOOD             NGS
 DB0210  HISTORY     - 1981     GOOD             NGS
 DB0210  HISTORY     - 19901007 GOOD             USPSQD
 DB0210  HISTORY     - 20050818 GOOD             INDIV
 DB0210  HISTORY     - 20060225 GOOD             GEOCAC
 DB0210  HISTORY     - 20060406 GOOD             INDIV
 DB0210
 DB0210                          STATION DESCRIPTION
 DB0210
 DB0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0210'AT YUMA.
 DB0210'AT YUMA, YUMA COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 DB0210'OF THIRD AND GILA STREETS, AT THE NORTHEAST CORNER OF HOTEL
 DB0210'DEL SOL, IN THE EAST FACE OF THE BUILDING, 5.0 FEET SOUTH OF THE
 DB0210'MAIN ENTRANCE, AND 4.0 FEET ABOVE THE SIDEWALK, AND SET
 DB0210'VERTICALLY.
 DB0210
 DB0210                          STATION RECOVERY (1981)
 DB0210
 DB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (1981)
 DB0210
 DB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (1990)
 DB0210
 DB0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (2005)
 DB0210
 DB0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LRD)
 DB0210'THIS MARKER WAS RECOVERED BY THE CITY OF YUMA'S SURVEY CREW LEAD BY
 DB0210'LARRY R. DRESDEN, AZ.LS19329, AND TIED INTO THEIR CITYWIDE BENCHMARK
 DB0210'NETWORK. MARKER IS IN EXCELLENT CONDITION.  THE BUILDING INTO WHOSE
 DB0210'WALL IT WAS LOCATED HAS RECENTLY BEEN PURCHASED BY THE CITY OF YUMA
 DB0210'FOR A FUTURE HISTORICAL RESTORATION PROJECT, (TRANSPORTATION HUB), BUT
 DB0210'THERE ARE NO PLANS AT THIS TIME TO DISTURB THE MARKER.
 DB0210
 DB0210                          STATION RECOVERY (2006)
 DB0210
 DB0210'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0210'RECOVERED IN GOOD CONDITION AT ABOUT N 32  43.362 W 114  36.966, BY
 DB0210'HANSOHN. AT THE HOTEL DEL SOL (DEL MING). IT IS HIGHLIGHTED BY A BLACK
 DB0210'PAINTED SQARE TO THE SOUTH OF THE MAIN DOOR. COORDINATES ARE CLOSELY
 DB0210'ESTIMATED AS THE BENCHMARK IS UNDER A COVERED WALKWAY.
 DB0210
 DB0210                          STATION RECOVERY (2006)
 DB0210
 DB0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0210'THE VERTICAL BENCH MARK IS SET IN THE OUTSIDE EAST WALL OF THE HOTEL
 DB0210'DEL SOL WHICH WAS RECENTLY PURCHASED BY THE CITY OF YUMA AND IS
 DB0210'SCHEDULED FOR RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0181 ***********************************************************************
 CF0181  DESIGNATION -  D 80
 CF0181  PID         -  CF0181
 CF0181  STATE/COUNTY-  AZ/COCHISE
 CF0181  USGS QUAD   -  ELFRIDA (1986)
 CF0181
 CF0181                         *CURRENT SURVEY CONTROL
 CF0181  ___________________________________________________________________
 CF0181* NAD 83(1986)-  31 39 59.     (N)    109 40 50.     (W)     SCALED    
 CF0181* NAVD 88     -      1261.07   (+/-2cm)    4137.4    (feet)  VERTCON   
 CF0181  ___________________________________________________________________
 CF0181  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0181
 CF0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0181
 CF0181.The horizontal coordinates were scaled from a topographic map and have
 CF0181.an estimated accuracy of +/- 6 seconds.
 CF0181
 CF0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0181.The vertical order pertains to the NGVD 29 superseded value.
 CF0181
 CF0181.The geoid height was determined by GEOID03.
 CF0181
 CF0181;                    North         East    Units  Estimated Accuracy
 CF0181;SPC AZ E     -    73,980.      259,460.      MT  (+/- 180 meters Scaled)
 CF0181
 CF0181                          SUPERSEDED SURVEY CONTROL
 CF0181
 CF0181  NGVD 29 (??/??/92) 1260.244  (m)         4134.65   (f) ADJ UNCH    2 0
 CF0181
 CF0181.Superseded values are not recommended for survey control.
 CF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0181.See file dsdata.txt to determine how the superseded data were derived.
 CF0181
 CF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA250042(NAD 83)
 CF0181_MARKER: DB = BENCH MARK DISK
 CF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0181_STAMPING: D 80 1934
 CF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0181+STABILITY: SURFACE MOTION
 CF0181
 CF0181  HISTORY     - Date     Condition        Report By
 CF0181  HISTORY     - 1934     MONUMENTED       CGS
 CF0181  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0181  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0181
 CF0181                          STATION DESCRIPTION
 CF0181
 CF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0181'1.1 MI S FROM ELFRIDA.
 CF0181'1.1 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0181'ABOUT 100 YARDS SOUTHEAST OF A SMALL ADOBE RANCH HOUSE, 152 FEET SOUTH
 CF0181'OF A CATTLEGUARD, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 CF0181'FEET EAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED D 80 1934 AND SET
 CF0181'IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIPTION PUTS THE MARK
 CF0181'INSIDE THE NEW HIGHWAY RIGHT-OF-WAY, WHICH HAS BEEN STRIPPED AND
 CF0181'GRADED.
 CF0181
 CF0181                          STATION RECOVERY (1980)
 CF0181
 CF0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0181'SEARCHED FOR NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0125 ***********************************************************************
 CF0125  DESIGNATION -  D 81
 CF0125  PID         -  CF0125
 CF0125  STATE/COUNTY-  AZ/COCHISE
 CF0125  USGS QUAD   -  BISBEE SE (1958)
 CF0125
 CF0125                         *CURRENT SURVEY CONTROL
 CF0125  ___________________________________________________________________
 CF0125* NAD 83(1986)-  31 20 16.     (N)    109 49 37.     (W)     SCALED    
 CF0125* NAVD 88     -      1391.27   (+/-2cm)    4564.5    (feet)  VERTCON   
 CF0125  ___________________________________________________________________
 CF0125  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CF0125
 CF0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0125
 CF0125.The horizontal coordinates were scaled from a topographic map and have
 CF0125.an estimated accuracy of +/- 6 seconds.
 CF0125
 CF0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0125.The vertical order pertains to the NGVD 29 superseded value.
 CF0125
 CF0125.The geoid height was determined by GEOID03.
 CF0125
 CF0125;                    North         East    Units  Estimated Accuracy
 CF0125;SPC AZ E     -    37,500.      245,690.      MT  (+/- 180 meters Scaled)
 CF0125
 CF0125                          SUPERSEDED SURVEY CONTROL
 CF0125
 CF0125  NGVD 29 (??/??/92) 1390.440  (m)         4561.80   (f) ADJ UNCH    2 0
 CF0125
 CF0125.Superseded values are not recommended for survey control.
 CF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0125.See file dsdata.txt to determine how the superseded data were derived.
 CF0125
 CF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV115676(NAD 83)
 CF0125_MARKER: DB = BENCH MARK DISK
 CF0125_SETTING: 80 = SET IN A BOULDER
 CF0125_SP_SET: BOULDER
 CF0125_STAMPING: D 81 1934
 CF0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0125+STABILITY: SURFACE MOTION
 CF0125
 CF0125  HISTORY     - Date     Condition        Report By
 CF0125  HISTORY     - 1934     MONUMENTED       CGS
 CF0125
 CF0125                          STATION DESCRIPTION
 CF0125
 CF0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0125'7.7 MI E FROM NACO.
 CF0125'7.7 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0125'STATION AT NACO, COCHISE COUNTY, 0.3 MILE WEST OF MILEPOST 1089, AT
 CF0125'THE FOOT OF A 20-FOOT SANDSTONE CLIFF, 9 RAILS WEST OF THE WEST
 CF0125'ENTRANCE OF THE CROOK TUNNEL, 8 FEET SOUTH OF THE CENTERLINE OF THE
 CF0125'TRACK, AND IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK,
 CF0125'STAMPED D 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0068 ***********************************************************************
 CF0068  DESIGNATION -  D 82
 CF0068  PID         -  CF0068
 CF0068  STATE/COUNTY-  AZ/COCHISE
 CF0068  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0068
 CF0068                         *CURRENT SURVEY CONTROL
 CF0068  ___________________________________________________________________
 CF0068* NAD 83(1986)-  31 32 25.     (N)    109 17 12.     (W)     SCALED    
 CF0068* NAVD 88     -      1396.12   (+/-2cm)    4580.4    (feet)  VERTCON   
 CF0068  ___________________________________________________________________
 CF0068  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CF0068
 CF0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0068
 CF0068.The horizontal coordinates were scaled from a topographic map and have
 CF0068.an estimated accuracy of +/- 6 seconds.
 CF0068
 CF0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0068.The vertical order pertains to the NGVD 29 superseded value.
 CF0068
 CF0068.The geoid height was determined by GEOID03.
 CF0068
 CF0068;                    North         East    Units  Estimated Accuracy
 CF0068;SPC AZ E     -    60,230.      296,920.      MT  (+/- 180 meters Scaled)
 CF0068
 CF0068                          SUPERSEDED SURVEY CONTROL
 CF0068
 CF0068  NGVD 29 (??/??/92) 1395.239  (m)         4577.55   (f) ADJ UNCH    2 0
 CF0068
 CF0068.Superseded values are not recommended for survey control.
 CF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0068.See file dsdata.txt to determine how the superseded data were derived.
 CF0068
 CF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV626907(NAD 83)
 CF0068_MARKER: DB = BENCH MARK DISK
 CF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0068_STAMPING: D-82 1934
 CF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0068+STABILITY: SURFACE MOTION
 CF0068
 CF0068  HISTORY     - Date     Condition        Report By
 CF0068  HISTORY     - 1934     MONUMENTED       CGS
 CF0068  HISTORY     - 1935     GOOD             NGS
 CF0068  HISTORY     - 1957     POOR             DOD
 CF0068  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0068
 CF0068                          STATION DESCRIPTION
 CF0068
 CF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0068'14.4 MI SW FROM APACHE.
 CF0068'14.4 MI. SW. OF DEPOT ALONG THE S.P.R.R., 3 3/4 POLES S.W. OF MILE
 CF0068'POST NO. 1133, 60 FT. S. OF THE CENTER LINE OF TRACK, 47 FT. N.W. OF
 CF0068'THE CENTER LINE OF U.S. NO. 80, AND 2 FT. N.W. OF WIRE FENCE. NOTE--
 CF0068'MARK APPEARS TO HAVE BEEN HIT BY A BLADE AND THE TOP TILTED ABOUT 3
 CF0068'INCH.
 CF0068
 CF0068                          STATION RECOVERY (1957)
 CF0068
 CF0068'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 CF0068'MARK RECOVERED IN POOR CONDITION.
 CF0068
 CF0068                          STATION RECOVERY (1981)
 CF0068
 CF0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1117 ***********************************************************************
 CZ1117  DESIGNATION -  D 83
 CZ1117  PID         -  CZ1117
 CZ1117  STATE/COUNTY-  AZ/PINAL
 CZ1117  USGS QUAD   -  STANFIELD (1992)
 CZ1117
 CZ1117                         *CURRENT SURVEY CONTROL
 CZ1117  ___________________________________________________________________
 CZ1117* NAD 83(1986)-  32 52 44.     (N)    111 59 50.     (W)     SCALED    
 CZ1117* NAVD 88     -       399.59   (+/-2cm)    1311.0    (feet)  VERTCON   
 CZ1117  ___________________________________________________________________
 CZ1117  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1117
 CZ1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1117
 CZ1117.The horizontal coordinates were scaled from a topographic map and have
 CZ1117.an estimated accuracy of +/- 6 seconds.
 CZ1117
 CZ1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1117.The vertical order pertains to the NGVD 29 superseded value.
 CZ1117
 CZ1117.The geoid height was determined by GEOID03.
 CZ1117
 CZ1117;                    North         East    Units  Estimated Accuracy
 CZ1117;SPC AZ C     -   208,320.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1117
 CZ1117                          SUPERSEDED SURVEY CONTROL
 CZ1117
 CZ1117  NGVD 29 (??/??/92)  399.01   (m)         1309.1    (f) COMPUTED    2 0
 CZ1117
 CZ1117.Superseded values are not recommended for survey control.
 CZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1117.See file dsdata.txt to determine how the superseded data were derived.
 CZ1117
 CZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1117_MARKER: DB = BENCH MARK DISK
 CZ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1117_STAMPING: D 83 1935
 CZ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1117+STABILITY: SURFACE MOTION
 CZ1117
 CZ1117  HISTORY     - Date     Condition        Report By
 CZ1117  HISTORY     - 1935     MONUMENTED       CGS
 CZ1117  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1117
 CZ1117                          STATION DESCRIPTION
 CZ1117
 CZ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1117'IN CASA GRANDE.
 CZ1117'1.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1117'STANFIELD, PINAL COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, 90
 CZ1117'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 50 FEET NORTH OF THE
 CZ1117'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 83 1935 AND SET
 CZ1117'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1238 ***********************************************************************
 CZ1238  DESIGNATION -  D 84
 CZ1238  PID         -  CZ1238
 CZ1238  STATE/COUNTY-  AZ/PINAL
 CZ1238  USGS QUAD   -  CHUICHU (1992)
 CZ1238
 CZ1238                         *CURRENT SURVEY CONTROL
 CZ1238  ___________________________________________________________________
 CZ1238* NAD 83(1986)-  32 49 14.     (N)    111 45 26.     (W)     SCALED    
 CZ1238* NAVD 88     -       434.97   (+/-2cm)    1427.1    (feet)  VERTCON   
 CZ1238  ___________________________________________________________________
 CZ1238  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1238
 CZ1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1238
 CZ1238.The horizontal coordinates were scaled from a topographic map and have
 CZ1238.an estimated accuracy of +/- 6 seconds.
 CZ1238
 CZ1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1238.The vertical order pertains to the NGVD 29 superseded value.
 CZ1238
 CZ1238.The geoid height was determined by GEOID03.
 CZ1238
 CZ1238;                    North         East    Units  Estimated Accuracy
 CZ1238;SPC AZ C     -   201,860.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1238
 CZ1238                          SUPERSEDED SURVEY CONTROL
 CZ1238
 CZ1238  NGVD 29 (??/??/92)  434.368  (m)         1425.09   (f) ADJ UNCH    1 2
 CZ1238
 CZ1238.Superseded values are not recommended for survey control.
 CZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1238.See file dsdata.txt to determine how the superseded data were derived.
 CZ1238
 CZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291316(NAD 83)
 CZ1238_MARKER: DB = BENCH MARK DISK
 CZ1238_SETTING: 0 = UNSPECIFIED SETTING
 CZ1238_STAMPING: D 84 1935
 CZ1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1238
 CZ1238  HISTORY     - Date     Condition        Report By
 CZ1238  HISTORY     - 1935     MONUMENTED       CGS
 CZ1238  HISTORY     - 1948     GOOD             NGS
 CZ1238  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1238
 CZ1238                          STATION DESCRIPTION
 CZ1238
 CZ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1238'3.8 MI S FROM CASA GRANDE.
 CZ1238'AT A POINT WHERE THE MAIN ROAD MAKES A SHARP TURN TO THE WEST, 110
 CZ1238'FEET S OF THE CENTERLINE OF THE ROAD, AND 28 FEET W OF THE CENTERLINE
 CZ1238'OF A DIM ROAD CONTINUING TO THE SOUTH.
 CZ1238
 CZ1238                          STATION RECOVERY (1966)
 CZ1238
 CZ1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0033 ***********************************************************************
 DA0033  DESIGNATION -  D 86
 DA0033  PID         -  DA0033
 DA0033  STATE/COUNTY-  AZ/PINAL
 DA0033  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0033
 DA0033                         *CURRENT SURVEY CONTROL
 DA0033  ___________________________________________________________________
 DA0033* NAD 83(1986)-  32 37 16.     (N)    112 08 23.     (W)     SCALED    
 DA0033* NAVD 88     -       668.70   (+/-2cm)    2193.9    (feet)  VERTCON   
 DA0033  ___________________________________________________________________
 DA0033  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0033
 DA0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0033
 DA0033.The horizontal coordinates were scaled from a topographic map and have
 DA0033.an estimated accuracy of +/- 6 seconds.
 DA0033
 DA0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0033.The vertical order pertains to the NGVD 29 superseded value.
 DA0033
 DA0033.The geoid height was determined by GEOID03.
 DA0033
 DA0033;                    North         East    Units  Estimated Accuracy
 DA0033;SPC AZ C     -   179,760.      192,430.      MT  (+/- 180 meters Scaled)
 DA0033
 DA0033                          SUPERSEDED SURVEY CONTROL
 DA0033
 DA0033  NGVD 29 (??/??/92)  668.023  (m)         2191.67   (f) ADJ UNCH    2 0
 DA0033
 DA0033.Superseded values are not recommended for survey control.
 DA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0033.See file dsdata.txt to determine how the superseded data were derived.
 DA0033
 DA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB930098(NAD 83)
 DA0033_MARKER: DB = BENCH MARK DISK
 DA0033_SETTING: 80 = SET IN A BOULDER
 DA0033_SP_SET: BOULDER
 DA0033_STAMPING: D 86 1935
 DA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0033+STABILITY: SURFACE MOTION
 DA0033
 DA0033  HISTORY     - Date     Condition        Report By
 DA0033  HISTORY     - 1935     MONUMENTED       CGS
 DA0033  HISTORY     - 1952     GOOD             NGS
 DA0033
 DA0033                          STATION DESCRIPTION
 DA0033
 DA0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0033'1.7 MI W FROM BITTER WELL.
 DA0033'1.7 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ABOUT
 DA0033'105 YARDS NORTHEAST OF A SUMMIT, ON THE SOUTHEAST SLOPE OF A MOUNTAIN,
 DA0033'SET IN THE TOP OF A 2 FEET BY 2 FEET LAVA BOULDER, PROJECTING 1 FOOT
 DA0033'ABOVE THE GROUND, 19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0033'8.2 FEET NORTHEAST OF A SMALL PALO VERDE TREE BEARING A UNITED STATES
 DA0033'GEOLOGICAL SURVEY METAL TAG, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0034 ***********************************************************************
 DA0034  DESIGNATION -  D 86 RM
 DA0034  PID         -  DA0034
 DA0034  STATE/COUNTY-  AZ/PINAL
 DA0034  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0034
 DA0034                         *CURRENT SURVEY CONTROL
 DA0034  ___________________________________________________________________
 DA0034* NAD 83(1986)-  32 37 15.     (N)    112 08 25.     (W)     SCALED    
 DA0034* NAVD 88     -       672.04   (+/-2cm)    2204.9    (feet)  VERTCON   
 DA0034  ___________________________________________________________________
 DA0034  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0034
 DA0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0034
 DA0034.The horizontal coordinates were scaled from a topographic map and have
 DA0034.an estimated accuracy of +/- 6 seconds.
 DA0034
 DA0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0034.The vertical order pertains to the NGVD 29 superseded value.
 DA0034
 DA0034.The geoid height was determined by GEOID03.
 DA0034
 DA0034;                    North         East    Units  Estimated Accuracy
 DA0034;SPC AZ C     -   179,730.      192,380.      MT  (+/- 180 meters Scaled)
 DA0034
 DA0034                          SUPERSEDED SURVEY CONTROL
 DA0034
 DA0034  NGVD 29 (??/??/92)  671.368  (m)         2202.65   (f) ADJ UNCH    2 0
 DA0034
 DA0034.Superseded values are not recommended for survey control.
 DA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0034.See file dsdata.txt to determine how the superseded data were derived.
 DA0034
 DA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB930098(NAD 83)
 DA0034_MARKER: Q = CHISELED SQUARE
 DA0034_SETTING: 66 = SET IN ROCK OUTCROP
 DA0034_SP_SET: LAVA ROCK
 DA0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0034+STABILITY: POSITION/ELEVATION WELL
 DA0034
 DA0034  HISTORY     - Date     Condition        Report By
 DA0034  HISTORY     - UNK      MONUMENTED       USGS
 DA0034  HISTORY     - 1952     GOOD             NGS
 DA0034
 DA0034                          STATION DESCRIPTION
 DA0034
 DA0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0034'1.8 MI W FROM BITTER WELL.
 DA0034'1.8 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL AT THE
 DA0034'SUMMIT OF A MOUNTAIN PASS, A CHISELED SQUARE IN THE TOP OF A 1 FOOT
 DA0034'SQUARE EMBEDED LAVA ROCK PROJECTING 0.3 FOOT ABOVE THE GROUND, ABOUT
 DA0034'105 YARDS SOUTHWEST OF B.M.D 86, 27 1/2 FEET SOUTHEAST OF THE CENTER
 DA0034'LINE OF THE ROAD, 7 FEET NORTHEAST OF A CAIRN, AND ABOUT LEVEL WITH
 DA0034'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1133 ***********************************************************************
 CZ1133  DESIGNATION -  D 88
 CZ1133  PID         -  CZ1133
 CZ1133  STATE/COUNTY-  AZ/PINAL
 CZ1133  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1133
 CZ1133                         *CURRENT SURVEY CONTROL
 CZ1133  ___________________________________________________________________
 CZ1133* NAD 83(1986)-  32 47 47.     (N)    111 57 48.     (W)     SCALED    
 CZ1133* NAVD 88     -       434.01   (+/-2cm)    1423.9    (feet)  VERTCON   
 CZ1133  ___________________________________________________________________
 CZ1133  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1133
 CZ1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1133
 CZ1133.The horizontal coordinates were scaled from a topographic map and have
 CZ1133.an estimated accuracy of +/- 6 seconds.
 CZ1133
 CZ1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1133.The vertical order pertains to the NGVD 29 superseded value.
 CZ1133
 CZ1133.The geoid height was determined by GEOID03.
 CZ1133
 CZ1133;                    North         East    Units  Estimated Accuracy
 CZ1133;SPC AZ C     -   199,170.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1133
 CZ1133                          SUPERSEDED SURVEY CONTROL
 CZ1133
 CZ1133  NGVD 29 (??/??/92)  433.405  (m)         1421.93   (f) ADJ UNCH    2 0
 CZ1133
 CZ1133.Superseded values are not recommended for survey control.
 CZ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1133.See file dsdata.txt to determine how the superseded data were derived.
 CZ1133
 CZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098291(NAD 83)
 CZ1133_MARKER: DB = BENCH MARK DISK
 CZ1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1133_STAMPING: D 88 1935
 CZ1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1133+STABILITY: SURFACE MOTION
 CZ1133
 CZ1133  HISTORY     - Date     Condition        Report By
 CZ1133  HISTORY     - 1935     MONUMENTED       CGS
 CZ1133  HISTORY     - 1951     GOOD             NGS
 CZ1133
 CZ1133                          STATION DESCRIPTION
 CZ1133
 CZ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1133'9.1 MI N FROM COCKLEBUR.
 CZ1133'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1133'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1133'FENCE OF THE PAPAGO INDIAN RESERVATION, THENCE 2.9 MILES NORTH ALONG A
 CZ1133'GRADED ROAD, 9.2 MILES SOUTH OF STANFIELD, AT THE T JUNCTION OF A
 CZ1133'GRADED ROAD LEADING EAST, 39 FEET SOUTH OF THE PROLONGATION OF THE
 CZ1133'CENTER LINE OF THE ROAD EAST, 28 1/2 FEET WEST OF THE CENTER LINE OF
 CZ1133'THE GRADED ROAD, 1.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 CZ1133'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 1
 CZ1133'1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0003 ***********************************************************************
 DA0003  DESIGNATION -  D 89
 DA0003  PID         -  DA0003
 DA0003  STATE/COUNTY-  AZ/MARICOPA
 DA0003  USGS QUAD   -  CONLEY WELL (1979)
 DA0003
 DA0003                         *CURRENT SURVEY CONTROL
 DA0003  ___________________________________________________________________
 DA0003* NAD 83(1986)-  32 53 05.     (N)    112 17 21.     (W)     SCALED    
 DA0003* NAVD 88     -       518.89   (+/-2cm)    1702.4    (feet)  VERTCON   
 DA0003  ___________________________________________________________________
 DA0003  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0003
 DA0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0003
 DA0003.The horizontal coordinates were scaled from a topographic map and have
 DA0003.an estimated accuracy of +/- 6 seconds.
 DA0003
 DA0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0003.The vertical order pertains to the NGVD 29 superseded value.
 DA0003
 DA0003.The geoid height was determined by GEOID03.
 DA0003
 DA0003;                    North         East    Units  Estimated Accuracy
 DA0003;SPC AZ C     -   209,030.      178,510.      MT  (+/- 180 meters Scaled)
 DA0003
 DA0003                          SUPERSEDED SURVEY CONTROL
 DA0003
 DA0003  NGVD 29 (??/??/92)  518.245  (m)         1700.28   (f) ADJ UNCH    2 0
 DA0003
 DA0003.Superseded values are not recommended for survey control.
 DA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0003.See file dsdata.txt to determine how the superseded data were derived.
 DA0003
 DA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794392(NAD 83)
 DA0003_MARKER: DB = BENCH MARK DISK
 DA0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0003_STAMPING: D 89 1935
 DA0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0003+STABILITY: SURFACE MOTION
 DA0003
 DA0003  HISTORY     - Date     Condition        Report By
 DA0003  HISTORY     - 1935     MONUMENTED       CGS
 DA0003  HISTORY     - 1977     GOOD             USGS
 DA0003
 DA0003                          STATION DESCRIPTION
 DA0003
 DA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0003'28.2 MI NE FROM GILA.
 DA0003'28.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0003'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0003'MILES EAST ALONG STATE HIGHWAY 84, THENCE 2.9 MILES NORTH ALONG A DIRT
 DA0003'ROAD LEADING TO MOBILE.  IT IS 0.5 MILE NORTH OF A RANCH HOUSE, 60
 DA0003'FEET SOUTH OF A SMALL SAND WASH, AND 18 FEET EAST OF THE CENTERLINE OF
 DA0003'THE ROAD.  A STANDARD DISK, STAMPED D 89 1935 AND SET IN THE TOP OF A
 DA0003'CONCRETE POST.
 DA0003
 DA0003                          STATION RECOVERY (1977)
 DA0003
 DA0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0003'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0003'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0003'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0003'LINE RD. FOR 0.25 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0003'THENCE S. ALONG A SECTION LINE RD. FOR 0.3 MI. THE MARK LIES E. OF
 DA0003'THE RD., ABOUT 275 FT N. OF SEC COR 19/T6S/RIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1033 ***********************************************************************
 DA1033  DESIGNATION -  D 9
 DA1033  PID         -  DA1033
 DA1033  STATE/COUNTY-  AZ/YUMA
 DA1033  USGS QUAD   -  TEXAS HILL (1982)
 DA1033
 DA1033                         *CURRENT SURVEY CONTROL
 DA1033  ___________________________________________________________________
 DA1033* NAD 83(1986)-  32 50 13.     (N)    113 44 55.     (W)     SCALED    
 DA1033* NAVD 88     -       103.46   (+/-2cm)     339.4    (feet)  VERTCON   
 DA1033  ___________________________________________________________________
 DA1033  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1033
 DA1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1033
 DA1033.The horizontal coordinates were scaled from a topographic map and have
 DA1033.an estimated accuracy of +/- 6 seconds.
 DA1033
 DA1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1033.The vertical order pertains to the NGVD 29 superseded value.
 DA1033
 DA1033.The geoid height was determined by GEOID03.
 DA1033
 DA1033;                    North         East    Units  Estimated Accuracy
 DA1033;SPC AZ W     -   203,680.      213,490.      MT  (+/- 180 meters Scaled)
 DA1033
 DA1033                          SUPERSEDED SURVEY CONTROL
 DA1033
 DA1033  NGVD 29 (??/??/92)  102.835  (m)          337.38   (f) ADJ UNCH    1 2
 DA1033
 DA1033.Superseded values are not recommended for survey control.
 DA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1033.See file dsdata.txt to determine how the superseded data were derived.
 DA1033
 DA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB427365(NAD 83)
 DA1033_MARKER: DB = BENCH MARK DISK
 DA1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1033_STAMPING: 337.384 D 9 1927
 DA1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1033+STABILITY: SURFACE MOTION
 DA1033
 DA1033  HISTORY     - Date     Condition        Report By
 DA1033  HISTORY     - 1927     MONUMENTED       CGS
 DA1033  HISTORY     - 1935     GOOD             NGS
 DA1033
 DA1033                          STATION DESCRIPTION
 DA1033
 DA1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1033'26.3 MI NE FROM WELLTON.
 DA1033'26.3 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1033'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1033'COUNTY, 9 POLES NORTHEAST OF MILEPOST 796, 2 POLES SOUTHWEST OF BRIDGE
 DA1033'796.36, AT A ROAD CROSSING, 70 FEET NORTHWEST OF THE CENTERLINE OF THE
 DA1033'TRACK, 10 FEET EAST OF A POLE, 3 FEET SOUTHEAST OF A ROW OF POLES,
 DA1033'JUST INSIDE THE RIGHT OF WAY FENCE, AND 2 FEET LOWER THAN THE TRACK. A
 DA1033'STANDARD DISK, STAMPED 337.384 D 9 1927 AND SET IN THE TOP OF A
 DA1033'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0282 ***********************************************************************
 DA0282  DESIGNATION -  D 90
 DA0282  PID         -  DA0282
 DA0282  STATE/COUNTY-  AZ/PIMA
 DA0282  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0282
 DA0282                         *CURRENT SURVEY CONTROL
 DA0282  ___________________________________________________________________
 DA0282* NAD 83(1986)-  32 22 27.     (N)    112 10 39.     (W)     SCALED    
 DA0282* NAVD 88     -       639.37   (+/-2cm)    2097.7    (feet)  VERTCON   
 DA0282  ___________________________________________________________________
 DA0282  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0282
 DA0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0282
 DA0282.The horizontal coordinates were scaled from a topographic map and have
 DA0282.an estimated accuracy of +/- 6 seconds.
 DA0282
 DA0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0282.The vertical order pertains to the NGVD 29 superseded value.
 DA0282
 DA0282.The geoid height was determined by GEOID03.
 DA0282
 DA0282;                    North         East    Units  Estimated Accuracy
 DA0282;SPC AZ C     -   152,380.      188,820.      MT  (+/- 180 meters Scaled)
 DA0282
 DA0282                          SUPERSEDED SURVEY CONTROL
 DA0282
 DA0282  NGVD 29 (??/??/92)  638.706  (m)         2095.49   (f) ADJ UNCH    2 0
 DA0282
 DA0282.Superseded values are not recommended for survey control.
 DA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0282.See file dsdata.txt to determine how the superseded data were derived.
 DA0282
 DA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA892825(NAD 83)
 DA0282_MARKER: DB = BENCH MARK DISK
 DA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0282_STAMPING: D 90 1935
 DA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0282+STABILITY: SURFACE MOTION
 DA0282
 DA0282  HISTORY     - Date     Condition        Report By
 DA0282  HISTORY     - 1935     MONUMENTED       CGS
 DA0282  HISTORY     - 1952     GOOD             NGS
 DA0282
 DA0282                          STATION DESCRIPTION
 DA0282
 DA0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0282'9.35 MI NW FROM SANTA ROSA.
 DA0282'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0282'SANTA ROSA, THENCE 7.35 MILES WEST ALONG A GRADED ROAD, THENCE 0.4
 DA0282'MILE NORTH ALONG A TRACK ROAD, 9.4 MILES SOUTHEAST OF THE WATER TANK
 DA0282'AT VENTANA, ABOUT 300 YARDS NORTH OF THE CROSSING OF A DEEP SANDY
 DA0282'WASH, AT A MESQUITE COVERED FLAT, ABOUT 65 YARDS SOUTH OF A ROCK
 DA0282'COVERED CLEARING, 11 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0282'WITH THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, AND SET IN A CONCRETE
 DA0282'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0930 ***********************************************************************
 CZ0930  DESIGNATION -  D 91
 CZ0930  PID         -  CZ0930
 CZ0930  STATE/COUNTY-  AZ/PIMA
 CZ0930  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0930
 CZ0930                         *CURRENT SURVEY CONTROL
 CZ0930  ___________________________________________________________________
 CZ0930* NAD 83(1986)-  32 18 08.     (N)    111 51 36.     (W)     SCALED    
 CZ0930* NAVD 88     -       575.98   (+/-2cm)    1889.7    (feet)  VERTCON   
 CZ0930  ___________________________________________________________________
 CZ0930  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CZ0930
 CZ0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0930
 CZ0930.The horizontal coordinates were scaled from a topographic map and have
 CZ0930.an estimated accuracy of +/- 6 seconds.
 CZ0930
 CZ0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0930.The vertical order pertains to the NGVD 29 superseded value.
 CZ0930
 CZ0930.The geoid height was determined by GEOID03.
 CZ0930
 CZ0930;                    North         East    Units  Estimated Accuracy
 CZ0930;SPC AZ C     -   144,380.      218,700.      MT  (+/- 180 meters Scaled)
 CZ0930
 CZ0930                          SUPERSEDED SURVEY CONTROL
 CZ0930
 CZ0930  NGVD 29 (??/??/92)  575.365  (m)         1887.68   (f) ADJ UNCH    2 0
 CZ0930
 CZ0930.Superseded values are not recommended for survey control.
 CZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0930.See file dsdata.txt to determine how the superseded data were derived.
 CZ0930
 CZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA190742(NAD 83)
 CZ0930_MARKER: DB = BENCH MARK DISK
 CZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0930_STAMPING: D 91 1935
 CZ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0930+STABILITY: SURFACE MOTION
 CZ0930
 CZ0930  HISTORY     - Date     Condition        Report By
 CZ0930  HISTORY     - 1935     MONUMENTED       CGS
 CZ0930  HISTORY     - 1952     GOOD             NGS
 CZ0930
 CZ0930                          STATION DESCRIPTION
 CZ0930
 CZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0930'10.75 MI E FROM SANTA ROSA.
 CZ0930'10.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0930'APPROXIMATLY 1 MILE SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A HUGE RED
 CZ0930'MOUNTAIN, 0.6 MILE EAST OF THE SOUTHEAST CORNER OF A FENCE LINE, ABOUT
 CZ0930'0.1 MILE WEST OF A POINT WHERE THE ROAD PASSES AMONG NUMEROUS GIANT
 CZ0930'SAQUAROS, 69 FEET EAST OF A LONE IRONWOOD TREE, 21 FEET NORTH OF THE
 CZ0930'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.2 FEET SOUTH OF A
 CZ0930'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0155 ***********************************************************************
 DA0155  DESIGNATION -  D 93
 DA0155  PID         -  DA0155
 DA0155  STATE/COUNTY-  AZ/MARICOPA
 DA0155  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0155
 DA0155                         *CURRENT SURVEY CONTROL
 DA0155  ___________________________________________________________________
 DA0155* NAD 83(1986)-  32 49 02.     (N)    112 14 55.     (W)     SCALED    
 DA0155* NAVD 88     -       547.95   (+/-2cm)    1797.7    (feet)  VERTCON   
 DA0155  ___________________________________________________________________
 DA0155  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0155
 DA0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0155
 DA0155.The horizontal coordinates were scaled from a topographic map and have
 DA0155.an estimated accuracy of +/- 6 seconds.
 DA0155
 DA0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0155.The vertical order pertains to the NGVD 29 superseded value.
 DA0155
 DA0155.The geoid height was determined by GEOID03.
 DA0155
 DA0155;                    North         East    Units  Estimated Accuracy
 DA0155;SPC AZ C     -   201,530.      182,280.      MT  (+/- 180 meters Scaled)
 DA0155
 DA0155                          SUPERSEDED SURVEY CONTROL
 DA0155
 DA0155  NGVD 29 (??/??/92)  547.304  (m)         1795.61   (f) ADJ UNCH    2 0
 DA0155
 DA0155.Superseded values are not recommended for survey control.
 DA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0155.See file dsdata.txt to determine how the superseded data were derived.
 DA0155
 DA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB831317(NAD 83)
 DA0155_MARKER: DB = BENCH MARK DISK
 DA0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0155_STAMPING: D 93 1935
 DA0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0155+STABILITY: SURFACE MOTION
 DA0155
 DA0155  HISTORY     - Date     Condition        Report By
 DA0155  HISTORY     - 1935     MONUMENTED       CGS
 DA0155
 DA0155                          STATION DESCRIPTION
 DA0155
 DA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0155'28.2 MI E FROM GILA.
 DA0155'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0155'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 1.7 MILES SOUTH
 DA0155'ALONG A DIM TRACK ROAD.  0.9 MILE NORTH OF THE J.V. PACE RANCH HOUSE,
 DA0155'AT THE TOP OF A SMALL HILL, ON THE EAST BANK OF VEKOL WASH, 62 YARDS
 DA0155'EAST OF THE EAST EDGE OF THE WASH, 16 FEET EAST OF THE CENTERLINE OF
 DA0155'THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 DA0155'THE ROAD.  A STANDARD DISK, STAMPED D 93 1935 AND SET IN THE TOP OF A
 DA0155'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0605 ***********************************************************************
 FR0605  DESIGNATION -  D 95
 FR0605  PID         -  FR0605
 FR0605  STATE/COUNTY-  AZ/MOHAVE
 FR0605  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0605
 FR0605                         *CURRENT SURVEY CONTROL
 FR0605  ___________________________________________________________________
 FR0605* NAD 83(1986)-  35 56 55.     (N)    113 51 22.     (W)     SCALED    
 FR0605* NAVD 88     -      1507.387  (meters)    4945.49   (feet)  POSTED    
 FR0605  ___________________________________________________________________
 FR0605  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0605  DYNAMIC HT  -        1505.590 (meters)    4939.59  (feet)  COMP
 FR0605  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 FR0605
 FR0605  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0605
 FR0605.The horizontal coordinates were scaled from a topographic map and have
 FR0605.an estimated accuracy of +/- 6 seconds.
 FR0605
 FR0605.The orthometric height was determined by differential leveling
 FR0605.and adjusted by the National Geodetic Survey in 1992..
 FR0605.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0605.rate of 0.0 thru 1.0 mm/km.
 FR0605
 FR0605.The geoid height was determined by GEOID03.
 FR0605
 FR0605.The dynamic height is computed by dividing the NAVD 88
 FR0605.geopotential number by the normal gravity value computed on the
 FR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0605.degrees latitude (g = 980.6199 gals.).
 FR0605
 FR0605.The modeled gravity was interpolated from observed gravity values.
 FR0605
 FR0605;                    North         East    Units  Estimated Accuracy
 FR0605;SPC AZ W     -   548,840.      203,790.      MT  (+/- 180 meters Scaled)
 FR0605
 FR0605                          SUPERSEDED SURVEY CONTROL
 FR0605
 FR0605  NGVD 29 (??/??/92) 1506.569  (m)         4942.80   (f) ADJ UNCH    2 0
 FR0605
 FR0605.Superseded values are not recommended for survey control.
 FR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0605.See file dsdata.txt to determine how the superseded data were derived.
 FR0605
 FR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE423820(NAD 83)
 FR0605_MARKER: DB = BENCH MARK DISK
 FR0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0605_STAMPING: D 95 1935
 FR0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0605+STABILITY: SURFACE MOTION
 FR0605
 FR0605  HISTORY     - Date     Condition        Report By
 FR0605  HISTORY     - 1935     MONUMENTED       CGS
 FR0605  HISTORY     - 1968     GOOD             USGS
 FR0605
 FR0605                          STATION DESCRIPTION
 FR0605
 FR0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0605'56.8 MI NW FROM PEACH SPRINGS.
 FR0605'56.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0605'ABOUT 10.1 MILES EAST OF DIAMOND ROAD, 0.2 MILES NORTH OF THE ROAD,
 FR0605'1.4 MILES SOUTHWEST ALONG A DRAIN FROM A SHACK AND WATER TANK, ON THE
 FR0605'WEST EDGE OF A WELL TRAVELED CATTLE TRAIL AND SET IN THE TOP OF A
 FR0605'CONCRETE POST PROJECTING 1.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0650 ***********************************************************************
 FR0650  DESIGNATION -  D 96
 FR0650  PID         -  FR0650
 FR0650  STATE/COUNTY-  AZ/MOHAVE
 FR0650  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0650
 FR0650                         *CURRENT SURVEY CONTROL
 FR0650  ___________________________________________________________________
 FR0650* NAD 83(1986)-  35 35 44.     (N)    113 34 46.     (W)     SCALED    
 FR0650* NAVD 88     -      1486.691  (meters)    4877.59   (feet)  POSTED    
 FR0650  ___________________________________________________________________
 FR0650  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0650  DYNAMIC HT  -        1484.840 (meters)    4871.51  (feet)  COMP
 FR0650  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 FR0650
 FR0650  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0650
 FR0650.The horizontal coordinates were scaled from a topographic map and have
 FR0650.an estimated accuracy of +/- 6 seconds.
 FR0650
 FR0650.The orthometric height was determined by differential leveling
 FR0650.and adjusted by the National Geodetic Survey in 1992..
 FR0650.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0650.rate of 0.0 thru 1.0 mm/km.
 FR0650
 FR0650.The geoid height was determined by GEOID03.
 FR0650
 FR0650.The dynamic height is computed by dividing the NAVD 88
 FR0650.geopotential number by the normal gravity value computed on the
 FR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0650.degrees latitude (g = 980.6199 gals.).
 FR0650
 FR0650.The modeled gravity was interpolated from observed gravity values.
 FR0650
 FR0650;                    North         East    Units  Estimated Accuracy
 FR0650;SPC AZ W     -   509,670.      228,820.      MT  (+/- 180 meters Scaled)
 FR0650
 FR0650                          SUPERSEDED SURVEY CONTROL
 FR0650
 FR0650  NGVD 29 (??/??/92) 1485.782  (m)         4874.60   (f) ADJ UNCH    2 0
 FR0650
 FR0650.Superseded values are not recommended for survey control.
 FR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0650.See file dsdata.txt to determine how the superseded data were derived.
 FR0650
 FR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE663421(NAD 83)
 FR0650_MARKER: DB = BENCH MARK DISK
 FR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0650_STAMPING: D 96 1935
 FR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0650+STABILITY: SURFACE MOTION
 FR0650
 FR0650  HISTORY     - Date     Condition        Report By
 FR0650  HISTORY     - 1935     MONUMENTED       CGS
 FR0650  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0650
 FR0650                          STATION DESCRIPTION
 FR0650
 FR0650'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0650'11.1 MI NW FROM PEACH SPRINGS.
 FR0650'11.1 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0650'ABOUT 65 FEET EAST OF A LARGE STUMP WEST OF THE ROAD AND 32 FEET EAST
 FR0650'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 96 1935
 FR0650'AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THERE HAS BEEN SOME ROAD
 FR0650'CONSTRUCTION IN THE PAST FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0639 ***********************************************************************
 FR0639  DESIGNATION -  D 97
 FR0639  PID         -  FR0639
 FR0639  STATE/COUNTY-  AZ/MOHAVE
 FR0639  USGS QUAD   -  SPENCER CANYON (1967)
 FR0639
 FR0639                         *CURRENT SURVEY CONTROL
 FR0639  ___________________________________________________________________
 FR0639* NAD 83(1986)-  35 49 14.     (N)    113 39 03.     (W)     SCALED    
 FR0639* NAVD 88     -       377.256  (meters)    1237.71   (feet)  POSTED    
 FR0639  ___________________________________________________________________
 FR0639  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0639  DYNAMIC HT  -         376.780 (meters)    1236.15  (feet)  COMP
 FR0639  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0639
 FR0639  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0639
 FR0639.The horizontal coordinates were scaled from a topographic map and have
 FR0639.an estimated accuracy of +/- 6 seconds.
 FR0639
 FR0639.The orthometric height was determined by differential leveling
 FR0639.and adjusted by the National Geodetic Survey in 1992..
 FR0639.No vertical observational check was made to the station.
 FR0639.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0639.was located on a no-check spur therefore a value was not computed.
 FR0639
 FR0639.The geoid height was determined by GEOID03.
 FR0639
 FR0639.The dynamic height is computed by dividing the NAVD 88
 FR0639.geopotential number by the normal gravity value computed on the
 FR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0639.degrees latitude (g = 980.6199 gals.).
 FR0639
 FR0639.The modeled gravity was interpolated from observed gravity values.
 FR0639
 FR0639;                    North         East    Units  Estimated Accuracy
 FR0639;SPC AZ W     -   534,630.      222,320.      MT  (+/- 180 meters Scaled)
 FR0639
 FR0639                          SUPERSEDED SURVEY CONTROL
 FR0639
 FR0639  NGVD 29 (??/??/92)  376.311  (m)         1234.61   (f) ADJ UNCH    2 0
 FR0639
 FR0639.Superseded values are not recommended for survey control.
 FR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0639.See file dsdata.txt to determine how the superseded data were derived.
 FR0639
 FR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE605672(NAD 83)
 FR0639_MARKER: DB = BENCH MARK DISK
 FR0639_SETTING: 80 = SET IN A BOULDER
 FR0639_SP_SET: BOULDER
 FR0639_STAMPING: D 97 1935
 FR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0639+STABILITY: SURFACE MOTION
 FR0639
 FR0639  HISTORY     - Date     Condition        Report By
 FR0639  HISTORY     - 1935     MONUMENTED       CGS
 FR0639  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0639
 FR0639                          STATION DESCRIPTION
 FR0639
 FR0639'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0639'26.9 MI NW FROM PEACH SPRINGS.
 FR0639'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0639'THENCE ABOUT 15.7 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0639'RIVER ROAD AND PACK TRAIL, ABOUT 0.6 MILE SOUTH OF THE COLORADO RIVER,
 FR0639'NEAR THE LOWER END OF A ROCKY NARROW PASSAGE OF SPENCER CANYON, AT THE
 FR0639'EAST END OF A ROCK LEDGE AT THE WEST BANK, IN THE TOP OF A LARGE 12-
 FR0639'BY 14-FOOT BLACK BOULDER, AND ABOUT 10 FEET ABOVE THE GROUND. A
 FR0639'STANDARD DISK, STAMPED D 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0105 ***********************************************************************
 ET0105  DESIGNATION -  D 98
 ET0105  PID         -  ET0105
 ET0105  STATE/COUNTY-  AZ/YAVAPAI
 ET0105  USGS QUAD   -  PERKINSVILLE (1973)
 ET0105
 ET0105                         *CURRENT SURVEY CONTROL
 ET0105  ___________________________________________________________________
 ET0105* NAD 83(1986)-  34 55 26.     (N)    112 14 27.     (W)     SCALED    
 ET0105* NAVD 88     -      1283.86   (+/-2cm)    4212.1    (feet)  VERTCON   
 ET0105  ___________________________________________________________________
 ET0105  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ET0105
 ET0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0105
 ET0105.The horizontal coordinates were scaled from a topographic map and have
 ET0105.an estimated accuracy of +/- 6 seconds.
 ET0105
 ET0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0105.The vertical order pertains to the NGVD 29 superseded value.
 ET0105
 ET0105.The geoid height was determined by GEOID03.
 ET0105
 ET0105;                    North         East    Units  Estimated Accuracy
 ET0105;SPC AZ C     -   435,180.      183,740.      MT  (+/- 180 meters Scaled)
 ET0105
 ET0105                          SUPERSEDED SURVEY CONTROL
 ET0105
 ET0105  NGVD 29 (??/??/92) 1283.091  (m)         4209.61   (f) ADJ UNCH    2 0
 ET0105
 ET0105.Superseded values are not recommended for survey control.
 ET0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0105.See file dsdata.txt to determine how the superseded data were derived.
 ET0105
 ET0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD866653(NAD 83)
 ET0105_MARKER: DB = BENCH MARK DISK
 ET0105_SETTING: 66 = SET IN ROCK OUTCROP
 ET0105_SP_SET: SANDSTONE ROCK
 ET0105_STAMPING: D 98 1935
 ET0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0105+STABILITY: POSITION/ELEVATION WELL
 ET0105
 ET0105  HISTORY     - Date     Condition        Report By
 ET0105  HISTORY     - 1935     MONUMENTED       CGS
 ET0105
 ET0105                          STATION DESCRIPTION
 ET0105
 ET0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0105'4.5 MI NW FROM PERKINSVILLE.
 ET0105'4.5 MI. N.W. ALONG AT AND SF R.R. 7 TELEGRAPH POLES E. OF MILE POST
 ET0105'NO.13, 75 FT. W. OF THE E. END OF A CUT, 40 FT. W. OF THE CENTER LINE
 ET0105'OF CULVERT NO.14-A AND 16 FT. N. OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0170 ***********************************************************************
 EU0170  DESIGNATION -  D 99
 EU0170  PID         -  EU0170
 EU0170  STATE/COUNTY-  AZ/LA PAZ
 EU0170  USGS QUAD   -  BLACK PEAK (1990)
 EU0170
 EU0170                         *CURRENT SURVEY CONTROL
 EU0170  ___________________________________________________________________
 EU0170* NAD 83(1986)-  34 00 39.     (N)    114 14 35.     (W)     SCALED    
 EU0170* NAVD 88     -       193.20   (+/-2cm)     633.9    (feet)  VERTCON   
 EU0170  ___________________________________________________________________
 EU0170  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EU0170
 EU0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0170
 EU0170.The horizontal coordinates were scaled from a topographic map and have
 EU0170.an estimated accuracy of +/- 6 seconds.
 EU0170
 EU0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0170.The vertical order pertains to the NGVD 29 superseded value.
 EU0170
 EU0170.The geoid height was determined by GEOID03.
 EU0170
 EU0170;                    North         East    Units  Estimated Accuracy
 EU0170;SPC AZ W     -   333,980.      167,820.      MT  (+/- 180 meters Scaled)
 EU0170
 EU0170                          SUPERSEDED SURVEY CONTROL
 EU0170
 EU0170  NGVD 29 (??/??/??)  192.600  (m)          631.89   (f) ADJUSTED    2 0
 EU0170
 EU0170.Superseded values are not recommended for survey control.
 EU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0170.See file dsdata.txt to determine how the superseded data were derived.
 EU0170
 EU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT546667(NAD 83)
 EU0170_MARKER: DB = BENCH MARK DISK
 EU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0170_STAMPING: D 99 1935
 EU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0170+STABILITY: SURFACE MOTION
 EU0170
 EU0170  HISTORY     - Date     Condition        Report By
 EU0170  HISTORY     - 1935     MONUMENTED       CGS
 EU0170
 EU0170                          STATION DESCRIPTION
 EU0170
 EU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0170'4 MI SE FROM DENNY.
 EU0170'ABOUT 4.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0170'FE RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 0.5 MILE
 EU0170'EAST OF MILEPOST 96, ABOUT 50 YARDS (4 1/2 RAILS) NORTH OF
 EU0170'MILEAGE 95.5, ABOUT 10 1/2 RAILS NORTH OF BRIDGE 96 B, 35 FEET
 EU0170'SOUTHEAST OF A POLE, AND 26 FEET WEST OF THE CENTER LINE OF THE
 EU0170'TRACK.  A STANDARD DISK, STAMPED D 99 1935 AND SET IN THE TOP
 EU0170'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0179 ***********************************************************************
 DI0179  SACS        -  This is a Secondary Airport Control Station.
 DI0179  DESIGNATION -  D68 A
 DI0179  PID         -  DI0179
 DI0179  STATE/COUNTY-  AZ/APACHE
 DI0179  USGS QUAD   -  SPRINGERVILLE (1969)
 DI0179
 DI0179                         *CURRENT SURVEY CONTROL
 DI0179  ___________________________________________________________________
 DI0179* NAD 83(1992)-  34 07 31.71605(N)    109 18 54.36208(W)     ADJUSTED  
 DI0179* NAVD 88     -      2148.39   (meters)    7048.5    (feet)  GPS OBS   
 DI0179  ___________________________________________________________________
 DI0179  X           -  -1,748,818.218 (meters)                     COMP
 DI0179  Y           -  -4,989,624.845 (meters)                     COMP
 DI0179  Z           -   3,559,169.433 (meters)                     COMP
 DI0179  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DI0179  ELLIP HEIGHT-        2125.81  (meters)          (05/02/06) GPS OBS
 DI0179  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DI0179
 DI0179  HORZ ORDER  -  FIRST
 DI0179  ELLP ORDER  -  SECOND    CLASS I
 DI0179
 DI0179.This mark is at Town Of Springerville Municipal Airport  (D68)
 DI0179
 DI0179.The horizontal coordinates were established by GPS observations
 DI0179.and adjusted by the WOOLPERT CONSULTANTS in May 2006..
 DI0179
 DI0179.The orthometric height was determined by GPS observations and a
 DI0179.high-resolution geoid model.
 DI0179
 DI0179.GPS derived orthometric heights for airport stations designated as
 DI0179.PACS or SACS are published to 2 decimal places.  This maintains
 DI0179.centimeter relative accuracy between the PACS and SACS.  It does
 DI0179.not indicate centimeter accuracy relative to other marks which are
 DI0179.part of the NAVD 88 network.
 DI0179
 DI0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0179
 DI0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0179
 DI0179.The ellipsoidal height was determined by GPS observations
 DI0179.and is referenced to NAD 83.
 DI0179
 DI0179.The geoid height was determined by GEOID03.
 DI0179
 DI0179;                    North         East     Units Scale Factor Converg.
 DI0179;SPC AZ E     -   346,898.261   291,909.112   MT  0.99997603   +0 28 39.9
 DI0179;SPC AZ E     - 1,138,117.65    957,707.06   iFT  0.99997603   +0 28 39.9
 DI0179;UTM  12      - 3,777,350.609   655,376.021   MT  0.99989760   +0 56 43.5
 DI0179
 DI0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0179!SPC AZ E     -   0.99966640  x   0.99997603  =   0.99964244
 DI0179!UTM  12      -   0.99966640  x   0.99989760  =   0.99956403
 DI0179
 DI0179                          SUPERSEDED SURVEY CONTROL
 DI0179
 DI0179.No superseded survey control is available for this station.
 DI0179
 DI0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5537677351(NAD 83)
 DI0179_MARKER: DD = SURVEY DISK
 DI0179_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DI0179_STAMPING: D68 A 2006
 DI0179_MARK LOGO: WOOLPT
 DI0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0179+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 DI0179
 DI0179  HISTORY     - Date     Condition        Report By
 DI0179  HISTORY     - 20060323 MONUMENTED       WOOLPT
 DI0179
 DI0179                          STATION DESCRIPTION
 DI0179
 DI0179'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI0179'DESCRIBED BY DJK, WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 68
 DI0179'KM (42 MI) SOUTHEAST OF SHOW LOW AND 3 KM (1.9 MI) WEST OF
 DI0179'SPRINGERVILLE, AT THE TOWN OF SPRINGERVILLE MUNICIPAL AIRPORT, ON THE
 DI0179'SOUTHEAST SIDE OF THE AIRPORT ON THE SOUTHEAST SIDE OF THE MAIN TAXI
 DI0179'WAY, NEAR A SMALL ROCKY AREA.  OWNERSHIP-- TOWN OF SPRINGERVILLE, P.O.
 DI0179'BOX 390, SPRINGERVILLE, AZ 85938.  PHONE 928-333-2656.  AIRPORT
 DI0179'MANAGER BRIAN MARTIN, PHONE 928-333-5746.
 DI0179' 
 DI0179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 DI0179'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 DI0179'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET CROSSROAD
 DI0179'AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN RIGHT, WEST,
 DI0179'ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT END AT THE
 DI0179'AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON SOUTHEAST SIDE OF BUILDING,
 DI0179'PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM (0.11 MI) TO THE
 DI0179'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.80 KM (0.50 MI) TO
 DI0179'THE STATION ON THE LEFT NEAR A SMALL ROCKY AREA.
 DI0179' 
 DI0179'THE STATION IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 DI0179'WITH THE GROUND.  LOCATED 44.07 M (144.6 FT) SOUTHEAST FROM A TAXIWAY
 DI0179'LIGHT ON THE NORTHWEST SIDE OF THE TAXIWAY.  33.52 M (110 FT)
 DI0179'SOUTHEAST OF A TAXIWAY LIGHT ON THE EASTERN SIDE OF THE TAXIWAY, AND
 DI0179'27.43 M (90 FT) SOUTHEAST OF THE EASTERN MOST EDGE OF THE MAIN
 DI0179'TAXIWAY.  AND 1 M (3 FT) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0528 ***********************************************************************
 DU0528  DESIGNATION -  DADAMS
 DU0528  PID         -  DU0528
 DU0528  STATE/COUNTY-  AZ/PINAL
 DU0528  USGS QUAD   -  FLORENCE (1981)
 DU0528
 DU0528                         *CURRENT SURVEY CONTROL
 DU0528  ___________________________________________________________________
 DU0528* NAD 83(1992)-  33 01 02.31200(N)    111 23 49.01459(W)     ADJUSTED  
 DU0528* NAVD 88     -       463.610  (meters)    1521.03   (feet)  ADJUSTED  
 DU0528  ___________________________________________________________________
 DU0528  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DU0528  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0528  DYNAMIC HT  -         463.042 (meters)    1519.16  (feet)  COMP
 DU0528  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0528
 DU0528  HORZ ORDER  -  SECOND
 DU0528  VERT ORDER  -  FIRST     CLASS II
 DU0528
 DU0528.The horizontal coordinates were established by classical geodetic methods
 DU0528.and adjusted by the National Geodetic Survey in August 1993..
 DU0528
 DU0528.The orthometric height was determined by differential leveling
 DU0528.and adjusted by the National Geodetic Survey in November 1993..
 DU0528
 DU0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0528
 DU0528.The geoid height was determined by GEOID03.
 DU0528
 DU0528.The dynamic height is computed by dividing the NAVD 88
 DU0528.geopotential number by the normal gravity value computed on the
 DU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0528.degrees latitude (g = 980.6199 gals.).
 DU0528
 DU0528.The modeled gravity was interpolated from observed gravity values.
 DU0528
 DU0528;                    North         East     Units Scale Factor Converg.
 DU0528;SPC AZ C     -   223,790.983   261,915.265   MT  0.99992906   +0 16 59.5
 DU0528;SPC AZ C     -   734,222.39    859,302.05   iFT  0.99992906   +0 16 59.5
 DU0528;UTM  12      - 3,653,275.791   462,925.846   MT  0.99961695   -0 12 58.7
 DU0528
 DU0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0528!SPC AZ C     -   0.99993185  x   0.99992906  =   0.99986091
 DU0528!UTM  12      -   0.99993185  x   0.99961695  =   0.99954882
 DU0528
 DU0528:                Primary Azimuth Mark                     Grid Az
 DU0528:SPC AZ C     -  FLORENCE BLACK WATER TANK                037 02 52.6
 DU0528:UTM  12      -  FLORENCE BLACK WATER TANK                037 32 50.8
 DU0528
 DU0528|---------------------------------------------------------------------|
 DU0528| PID    Reference Object                     Distance      Geod. Az  |
 DU0528|                                                           dddmmss.s |
 DU0528| DU2067 FLORENCE BLACK WATER TANK           APPROX. 1.3 KM 0371952.1 |
 DU0528| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.5 KM 0680354.9 |
 DU0528| CH5482 ROUTE 287 1521.54                                  0730739.2 |
 DU0528| DU0532 DADAMS RM 3 AZIMUTH                                07414     |
 DU0528| DU0527 DADAMS RM 2                          18.138 METERS 25157     |
 DU0528| DU0526 DADAMS RM 1                          17.600 METERS 34755     |
 DU0528|---------------------------------------------------------------------|
 DU0528
 DU0528                          SUPERSEDED SURVEY CONTROL
 DU0528
 DU0528  NAD 83(1986)-  33 01 02.30442(N)    111 23 49.01516(W) AD(       ) 2
 DU0528  NAD 27      -  33 01 02.07900(N)    111 23 46.58400(W) AD(       ) 2
 DU0528  NGVD 29 (??/??/92)  463.038  (m)         1519.15   (f) ADJ UNCH    1 2
 DU0528
 DU0528.Superseded values are not recommended for survey control.
 DU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0528.See file dsdata.txt to determine how the superseded data were derived.
 DU0528
 DU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6292653276(NAD 83)
 DU0528_MARKER: DS = TRIANGULATION STATION DISK
 DU0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0528_SP_SET: CONCRETE POST
 DU0528_STAMPING: DADAMS 1935
 DU0528_MARK LOGO: CGS   
 DU0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0528+STABILITY: SURFACE MOTION
 DU0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0528+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 DU0528
 DU0528  HISTORY     - Date     Condition        Report By
 DU0528  HISTORY     - 1935     MONUMENTED       CGS
 DU0528  HISTORY     - 1967     GOOD             CGS
 DU0528  HISTORY     - 1967     GOOD             NGS
 DU0528  HISTORY     - 1971     GOOD             NGS
 DU0528  HISTORY     - 1975     GOOD             NGS
 DU0528  HISTORY     - 19920106 GOOD             NGS
 DU0528
 DU0528                          STATION DESCRIPTION
 DU0528
 DU0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU0528'ABOUT 1 MILE, AIR LINE, SOUTHWEST OF FLORENCE AND ABOUT 100 FEET
 DU0528'NORTH OF STATE HIGHWAY NO. 287.  MARKED BY STANDARD BRONZE DISKS.
 DU0528'REFERENCE MARK NO. 1, A
 DU0528'STANDARD BRONZE REFERENCE DISK, IS 17.618 METERS (57.80
 DU0528'FEET) FROM STATION N 12 DEG 05 MIN W.  REFERENCE MARK
 DU0528'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS 18.148
 DU0528'METERS (59.54 FEET) FROM STATION S 71 DEG 59 MIN W.
 DU0528'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE DISK,
 DU0528'IS 50 FEET SOUTH OF HIGHWAY NO. 287 AND 0.4 MILE
 DU0528'FROM STATION N 74 DEG 14 MIN E.
 DU0528
 DU0528                          STATION RECOVERY (1967)
 DU0528
 DU0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU0528'THE STATION MARK, STAMPED DADAMS 1935, IS ABOUT 0.9 MILE SOUTH
 DU0528'ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT FLORENCE, THENCE
 DU0528'0.45 MILE WEST ALONG STATE HIGHWAY 287, IN S 2, T 5 S, R 9 E,
 DU0528'67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET WEST OF
 DU0528'THE WEST BANK OF AN IRRIGATION CANAL, 1.3 FEET WEST OF A METAL
 DU0528'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DU0528'OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0528'
 DU0528'R.M. 1, STAMPED DADAMS NO 1 1935, IS 58 FEET NORTH OF THE STATION
 DU0528'MARK, 125 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 DU0528'WEST OF THE WEST BANK OF AN IRRIGATION CANAL, ABOUT LEVEL WITH
 DU0528'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECING 5
 DU0528'INCHES.
 DU0528'
 DU0528'R.M. 2, STAMPED DADAMS NO 2 1935, IS 60 FEET WEST OF THE STATION
 DU0528'MARK, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 DU0528'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DU0528'PROJECTING 5 INCHES.
 DU0528'
 DU0528'R.M. 3, STAMPED DADAMS NO 3 1935, IS ABOUT 0.25 MILE EAST OF THE
 DU0528'STATION MARK, AT THE WEST CORNER OF A TRIANGULAR HIGHWAY JUNCTION
 DU0528'FORMED BY STATE HIGHWAY 287 AND U.S. HIGHWAYS 80 AND 89, 0.1
 DU0528'MILE SOUTHWEST AND ACROSS STATE HIGHWAY 287 FROM BENCH MARK
 DU0528'1524.07 (ASHD), 300 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS
 DU0528'80 AND 89, 43 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 DU0528'287, 171 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 DU0528'HOUSE, 5 FEET SOUTH OF METAL RIGHT-OF-WAY POST NUMBER P.T.4+15
 DU0528'69R3, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DU0528'THE LEVEL OF THE STATE HIGHWAY, AND SET IN THE TOP OF A
 DU0528'CONCRETE POST PROJECTING 2 INCHES.
 DU0528
 DU0528                          STATION RECOVERY (1967)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0528'1.35 MI SW FROM FLORENCE.
 DU0528'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0528'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN S 2, T 5
 DU0528'S, R 9 E, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 DU0528'WEST OF THE WEST BANK OF AN IRRIGATION CANAL, 1.3 FEET WEST OF A METAL
 DU0528'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DU0528'CONCRETE POST PROJECTING 5 INCHES.
 DU0528
 DU0528                          STATION RECOVERY (1971)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0528'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DU0528'DESCRIBED IN 1967.  THE AZIMUTH MARK WAS FOUND DESTROYED AND A
 DU0528'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DU0528'
 DU0528'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DU0528'1521.54.  IT IS SET IN A DRILL HOLE IN TOP OF THE WEST END OF A
 DU0528'TRAFFIC ISLAND WHERE ARIZONA STATE HIGHWAY 287 JUNCTIONS WITH
 DU0528'U.S. HIGHWAYS 80 AND 89 AT THE SOUTH END OF FLORENCE.  IT IS 1-1/2
 DU0528'FEET EAST OF THE WEST END OF THE ISLAND AND 16 FEET FROM THE
 DU0528'CENTER LINE OF BOTH THE EAST AND WEST BOUND LANES.
 DU0528'
 DU0528'TO REACH THE STATION FROM UNION HIGH SCHOOL IN FLORENCE GO SOUTH
 DU0528'ALONG U.S. HIGHWAY 89 FOR 0.25 MILE TO JUNCTION WITH ARIZONA
 DU0528'HIGHWAY 287, TURN RIGHT AND GO WEST ALONG 287 FOR 0.1 MILE TO THE
 DU0528'AZIMUTH MARK AT THE WEST END OF THE TRAFFIC ISLAND, CONTINUE WEST
 DU0528'FOR 0.45 MILE TO THE STATION ON THE RIGHT JUST PAST A SIDE ROAD
 DU0528'RIGHT.
 DU0528'
 DU0528'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 87.08 FEET OR 26.540
 DU0528'METERS.
 DU0528'
 DU0528'HEIGHT OF LIGHT ABOVE STAITON MARK 5 FEET.
 DU0528'
 DU0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 DU0528'FLORENCE
 DU0528
 DU0528                          STATION RECOVERY (1975)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU0528'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DU0528'FOUND IN GOOD CONDITION.  THE MEASUREMENTS TO THE REFERENCE MARKS
 DU0528'CHECKED BUT NO DIRECTIONS WERE TURNED AT THIS TIME.  THE 1971
 DU0528'DESCRIPTIONS OF THE MARKS AND THE ROUTE TO THE STATION IS
 DU0528'ADEQUATE.
 DU0528'
 DU0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 DU0528'SOUTHWEST OF FLORENCE.
 DU0528
 DU0528                          STATION RECOVERY (1992)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0528'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0528'THE POST OFFICE IN FLORENCE, 20.1 M (65.9 FT) NORTH OF THE HIGHWAY
 DU0528'CENTERLINE, 19.4 M (63.6 FT) WEST OF A UTILITY POLE, 18.1 M (59.4 FT)
 DU0528'EAST OF REFERENCE MARK 2, 17.6 M (57.7 FT) SOUTH OF REFERENCE MARK 1,
 DU0528'1.5 M (4.9 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 DU0528'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 DU0528'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0526 ***********************************************************************
 DU0526  DESIGNATION -  DADAMS RM 1
 DU0526  PID         -  DU0526
 DU0526  STATE/COUNTY-  AZ/PINAL
 DU0526  USGS QUAD   -  FLORENCE (1981)
 DU0526
 DU0526                         *CURRENT SURVEY CONTROL
 DU0526  ___________________________________________________________________
 DU0526* NAD 83(1986)-  33 01 02.     (N)    111 23 48.     (W)     SCALED    
 DU0526* NAVD 88     -       463.252  (meters)    1519.85   (feet)  ADJUSTED  
 DU0526  ___________________________________________________________________
 DU0526  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0526  DYNAMIC HT  -         462.684 (meters)    1517.99  (feet)  COMP
 DU0526  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0526
 DU0526  VERT ORDER  -  FIRST     CLASS II
 DU0526
 DU0526.The horizontal coordinates were scaled from a topographic map and have
 DU0526.an estimated accuracy of +/- 6 seconds.
 DU0526
 DU0526.The orthometric height was determined by differential leveling
 DU0526.and adjusted by the National Geodetic Survey in November 1993..
 DU0526
 DU0526.The geoid height was determined by GEOID03.
 DU0526
 DU0526.The dynamic height is computed by dividing the NAVD 88
 DU0526.geopotential number by the normal gravity value computed on the
 DU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0526.degrees latitude (g = 980.6199 gals.).
 DU0526
 DU0526.The modeled gravity was interpolated from observed gravity values.
 DU0526
 DU0526;                    North         East    Units  Estimated Accuracy
 DU0526;SPC AZ C     -   223,780.      261,940.      MT  (+/- 180 meters Scaled)
 DU0526
 DU0526                          SUPERSEDED SURVEY CONTROL
 DU0526
 DU0526  NGVD 29 (??/??/92)  462.673  (m)         1517.95   (f) ADJ UNCH    1 2
 DU0526
 DU0526.Superseded values are not recommended for survey control.
 DU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0526.See file dsdata.txt to determine how the superseded data were derived.
 DU0526
 DU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629532(NAD 83)
 DU0526_MARKER: DR = REFERENCE MARK DISK
 DU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0526_SP_SET: CONCRETE POST
 DU0526_STAMPING: DADAMS NO 1 1935
 DU0526_MARK LOGO: CGS   
 DU0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0526+STABILITY: SURFACE MOTION
 DU0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0526+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 DU0526
 DU0526  HISTORY     - Date     Condition        Report By
 DU0526  HISTORY     - 1935     MONUMENTED       CGS
 DU0526  HISTORY     - 1967     GOOD             NGS
 DU0526  HISTORY     - 19920106 GOOD             NGS
 DU0526
 DU0526                          STATION DESCRIPTION
 DU0526
 DU0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0526'1.35 MI SW FROM FLORENCE.
 DU0526'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0526'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN SECTION 2,
 DU0526'T 5 S, R 9 E, 125 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64
 DU0526'FEET WEST OF THE WEST BANK OF AN IRRIGATION CANAL, 58 FEET NORTH OF
 DU0526'TRIANGULATION STATION DADAMS, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 DU0526'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0526
 DU0526                          STATION RECOVERY (1992)
 DU0526
 DU0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0526'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0526'THE POST OFFICE IN FLORENCE, 37.7 M (123.7 FT) NORTH OF THE HIGHWAY
 DU0526'CENTERLINE, 28.4 M (93.2 FT) NORTHWEST OF A UTILITY POLE, 26.5 M
 DU0526'(86.9 FT) NORTHEAST OF REFERENCE MARK 2, 17.6 M (57.7 FT) WEST OF
 DU0526'TRIANGULATION STATION DADAMS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU0526'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DU0526'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0527 ***********************************************************************
 DU0527  DESIGNATION -  DADAMS RM 2
 DU0527  PID         -  DU0527
 DU0527  STATE/COUNTY-  AZ/PINAL
 DU0527  USGS QUAD   -  FLORENCE (1981)
 DU0527
 DU0527                         *CURRENT SURVEY CONTROL
 DU0527  ___________________________________________________________________
 DU0527* NAD 83(1986)-  33 01 02.     (N)    111 23 48.     (W)     SCALED    
 DU0527* NAVD 88     -       463.420  (meters)    1520.40   (feet)  ADJUSTED  
 DU0527  ___________________________________________________________________
 DU0527  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0527  DYNAMIC HT  -         462.852 (meters)    1518.54  (feet)  COMP
 DU0527  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0527
 DU0527  VERT ORDER  -  FIRST     CLASS II
 DU0527
 DU0527.The horizontal coordinates were scaled from a topographic map and have
 DU0527.an estimated accuracy of +/- 6 seconds.
 DU0527
 DU0527.The orthometric height was determined by differential leveling
 DU0527.and adjusted by the National Geodetic Survey in November 1993..
 DU0527
 DU0527.The geoid height was determined by GEOID03.
 DU0527
 DU0527.The dynamic height is computed by dividing the NAVD 88
 DU0527.geopotential number by the normal gravity value computed on the
 DU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0527.degrees latitude (g = 980.6199 gals.).
 DU0527
 DU0527.The modeled gravity was interpolated from observed gravity values.
 DU0527
 DU0527;                    North         East    Units  Estimated Accuracy
 DU0527;SPC AZ C     -   223,780.      261,940.      MT  (+/- 180 meters Scaled)
 DU0527
 DU0527                          SUPERSEDED SURVEY CONTROL
 DU0527
 DU0527  NGVD 29 (??/??/92)  462.845  (m)         1518.52   (f) ADJ UNCH    1 2
 DU0527
 DU0527.Superseded values are not recommended for survey control.
 DU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0527.See file dsdata.txt to determine how the superseded data were derived.
 DU0527
 DU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629532(NAD 83)
 DU0527_MARKER: DR = REFERENCE MARK DISK
 DU0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0527_SP_SET: CONCRETE POST
 DU0527_STAMPING: DADAMS NO 2 1935
 DU0527_MARK LOGO: CGS   
 DU0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0527+STABILITY: SURFACE MOTION
 DU0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0527+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 DU0527
 DU0527  HISTORY     - Date     Condition        Report By
 DU0527  HISTORY     - 1935     MONUMENTED       CGS
 DU0527  HISTORY     - 1967     GOOD             NGS
 DU0527  HISTORY     - 19920106 GOOD             NGS
 DU0527
 DU0527                          STATION DESCRIPTION
 DU0527
 DU0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0527'1.35 MI SW FROM FLORENCE.
 DU0527'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0527'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN SECTION 2,
 DU0527'T 5 S, R 9 E, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 DU0527'WEST OF TRIANGULATION STATION DADAMS, ABOUT LEVEL WITH THE HIGHWAY,
 DU0527'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0527
 DU0527                          STATION RECOVERY (1992)
 DU0527
 DU0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0527'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0527'THE POST OFFICE IN FLORENCE, 37.5 M (123.0 FT) WEST OF A UTILITY
 DU0527'POLE, 26.5 M (86.9 FT) SOUTHWEST OF REFERENCE MARK 1, 20.3 M (66.6
 DU0527'FT) NORTH OF THE HIGHWAY CENTERLINE, 18.1 M (59.4 FT) WEST OF
 DU0527'TRIANGULATION STATION DADAMS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU0527'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DU0527'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0532 ***********************************************************************
 DU0532  DESIGNATION -  DADAMS RM 3 AZIMUTH
 DU0532  PID         -  DU0532
 DU0532  STATE/COUNTY-  AZ/PINAL
 DU0532  USGS QUAD   -  FLORENCE (1981)
 DU0532
 DU0532                         *CURRENT SURVEY CONTROL
 DU0532  ___________________________________________________________________
 DU0532* NAD 83(1986)-  33 01 11.     (N)    111 23 01.     (W)     SCALED    
 DU0532* NAVD 88     -       464.48   (+/-2cm)    1523.9    (feet)  VERTCON   
 DU0532  ___________________________________________________________________
 DU0532  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0532
 DU0532  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0532
 DU0532.The horizontal coordinates were scaled from a topographic map and have
 DU0532.an estimated accuracy of +/- 6 seconds.
 DU0532
 DU0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0532.The vertical order pertains to the NGVD 29 superseded value.
 DU0532
 DU0532.The geoid height was determined by GEOID03.
 DU0532
 DU0532;                    North         East    Units  Estimated Accuracy
 DU0532;SPC AZ C     -   224,070.      263,160.      MT  (+/- 180 meters Scaled)
 DU0532
 DU0532                          SUPERSEDED SURVEY CONTROL
 DU0532
 DU0532  NGVD 29 (??/??/92)  463.923  (m)         1522.05   (f) ADJ UNCH    1 2
 DU0532
 DU0532.Superseded values are not recommended for survey control.
 DU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0532.See file dsdata.txt to determine how the superseded data were derived.
 DU0532
 DU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB641535(NAD 83)
 DU0532_MARKER: DR = REFERENCE MARK DISK
 DU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0532_STAMPING: DADAMS NO 3 1935
 DU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0532+STABILITY: SURFACE MOTION
 DU0532
 DU0532  HISTORY     - Date     Condition        Report By
 DU0532  HISTORY     - 1935     MONUMENTED       CGS
 DU0532  HISTORY     - 1967     GOOD             NGS
 DU0532  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0532
 DU0532                          STATION DESCRIPTION
 DU0532
 DU0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0532'1.0 MI S FROM FLORENCE.
 DU0532'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0532'FLORENCE, IN SECTION 2, T 5 S, R 9 E, AT THE WEST CORNER OF A
 DU0532'TRIANGULAR HIGHWAY JUNCTION FORMED BY STATE HIGHWAY 287 AND U. S.
 DU0532'HIGHWAYS 80 AND 89, 0.1 MILE SOUTHWEST AND ACROSS STATE HIGHWAY 287
 DU0532'FROM BENCH MARK 1524.07 (ASHD 300 FEET WEST OF THE CENTER LINE OF U.
 DU0532'S. HIGHWAYS 80 AND 89, 43 FEET SOUTH OF THE CENTER LINE OF STATE
 DU0532'HIGHWAY 287, 171 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 DU0532'HOUSE, 5 FEET SOUTH OF METAL RIGHT-OF-WAY POST NUMBER P.T. 4+15 69R3,
 DU0532'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 DU0532'STATE HIGHWAY 287, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DU0532'INCHES.
 DU0532
 DU0532                          STATION RECOVERY (1992)
 DU0532
 DU0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1252 ***********************************************************************
 CY1252  DESIGNATION -  DAIRY
 CY1252  PID         -  CY1252
 CY1252  STATE/COUNTY-  AZ/GRAHAM
 CY1252  USGS QUAD   -  EDEN (1985)
 CY1252
 CY1252                         *CURRENT SURVEY CONTROL
 CY1252  ___________________________________________________________________
 CY1252* NAD 83(1992)-  32 55 30.11872(N)    109 52 49.50939(W)     ADJUSTED  
 CY1252* NAVD 88     -       861.0    (meters)    2825.     (feet)  VERTCON   
 CY1252  ___________________________________________________________________
 CY1252  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CY1252  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1252
 CY1252  HORZ ORDER  -  SECOND
 CY1252
 CY1252.The horizontal coordinates were established by classical geodetic methods
 CY1252.and adjusted by the National Geodetic Survey in August 1993..
 CY1252
 CY1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1252
 CY1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1252
 CY1252.The geoid height was determined by GEOID03.
 CY1252
 CY1252;                    North         East     Units Scale Factor Converg.
 CY1252;SPC AZ E     -   213,474.595   240,130.707   MT  0.99990883   +0 09 20.1
 CY1252;SPC AZ E     -   700,375.97    787,830.40   iFT  0.99990883   +0 09 20.1
 CY1252;UTM  12      - 3,643,532.076   604,677.672   MT  0.99973510   +0 36 30.9
 CY1252
 CY1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1252!SPC AZ E     -   0.99986910  x   0.99990883  =   0.99977794
 CY1252!UTM  12      -   0.99986910  x   0.99973510  =   0.99960423
 CY1252
 CY1252|---------------------------------------------------------------------|
 CY1252| PID    Reference Object                     Distance      Geod. Az  |
 CY1252|                                                           dddmmss.s |
 CY1252| CS6053 DAIRY RM 1                            9.086 METERS 12334     |
 CY1252| CS6054 DAIRY RM 2                            9.225 METERS 30352     |
 CY1252|---------------------------------------------------------------------|
 CY1252
 CY1252                          SUPERSEDED SURVEY CONTROL
 CY1252
 CY1252  NAD 83(1986)-  32 55 30.11482(N)    109 52 49.50906(W) AD(       ) 2
 CY1252  NGVD 29 (06/21/91)  860.4    (m)         2823.     (f) VERT ANG       
 CY1252
 CY1252.Superseded values are not recommended for survey control.
 CY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1252.See file dsdata.txt to determine how the superseded data were derived.
 CY1252
 CY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0467843532(NAD 83)
 CY1252_MARKER: DS = TRIANGULATION STATION DISK
 CY1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1252+STABILITY: SURFACE MOTION
 CY1252
 CY1252  HISTORY     - Date     Condition        Report By
 CY1252  HISTORY     - 1984     MONUMENTED       AZDT
 CY1252  HISTORY     - 20060825 GOOD             GEOCAC
 CY1252
 CY1252                          STATION DESCRIPTION
 CY1252
 CY1252'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 CY1252'THE STATION IS LOCATED 3-3/4 MILES NORTHWEST OF PIMA AND 0.1 MILE
 CY1252'SOUTH OF U.S. HIGHWAY 70.  IT IS ON TOP OF A 20 FOOT BANK ON THE NORTH
 CY1252'SIDE OF A DAIRY BARN.
 CY1252'
 CY1252'THE STATION MARK IS AN AZDT DISK STAMPED---DAIRY 1985---.  IT IS SET
 CY1252'IN TOP OF A 10 INCH CONCRETE MONUMENT 48 FEET NORTH OF THE NORTHEAST
 CY1252'CORNER OF THE BARN AND 3 FEET SOUTH OF THE WITNESS POST.
 CY1252'
 CY1252'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DAIRY RM 1 1985---.  IT IS
 CY1252'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1252'
 CY1252'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DAIRY RM 2 1985---.  IT IS
 CY1252'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1252'
 CY1252'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY1252'ALONG U.S. HIGHWAY 70 FOR 3.9 MILES TO MILE POST 326.9 AND A SIDE ROAD
 CY1252'LEFT.  TURN LEFT FOR ABOUT 150 FEET CROSSING THE RAILROAD AND A CANAL
 CY1252'TO A FORK.  TAKE THE LEFT FORK SOUTHEAST FOR ABOUT 400 FEET KEEPING
 CY1252'TO THE RIGHT OF A HOUSE THEN LEFT TO THE BASE OF A HILL BELOW A BARN
 CY1252'AND END OF TRUCK TRAVEL.  PACK SOUTH ABOUT 50 FEET TO STATION.
 CY1252
 CY1252                          STATION RECOVERY (2006)
 CY1252
 CY1252'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1252'RECOVERED STATION MARK AND ALL REFERENCE MARKS IN GOOD CONDITION AS
 CY1252'DESCRIBED. NOTE THAT MARK IS LOCATED ON PRIVATE PROPERTY. PLEASE SEEK
 CY1252'OWNER PERMISSION (IN BARN EAST OF MARK) PRIOR TO ACCESSING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1920 ***********************************************************************
 AI1920  DESIGNATION -  DALAGER
 AI1920  PID         -  AI1920
 AI1920  STATE/COUNTY-  AZ/MARICOPA
 AI1920  USGS QUAD   -  PARADISE VALLEY (1982)
 AI1920
 AI1920                         *CURRENT SURVEY CONTROL
 AI1920  ___________________________________________________________________
 AI1920* NAD 83(1992)-  33 36 11.31256(N)    111 59 31.92120(W)     ADJUSTED  
 AI1920* NAVD 88     -       424.6    (meters)    1393.     (feet)  GPS OBS   
 AI1920  ___________________________________________________________________
 AI1920  X           -  -1,991,515.052 (meters)                     COMP
 AI1920  Y           -  -4,931,105.281 (meters)                     COMP
 AI1920  Z           -   3,510,086.882 (meters)                     COMP
 AI1920  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AI1920  ELLIP HEIGHT-         395.09  (meters)          (09/30/99) GPS OBS
 AI1920  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AI1920
 AI1920  HORZ ORDER  -  A
 AI1920  ELLP ORDER  -  THIRD     CLASS I
 AI1920
 AI1920.The horizontal coordinates were established by GPS observations
 AI1920.and adjusted by the National Geodetic Survey in September 1999..
 AI1920
 AI1920.The orthometric height was determined by GPS observations and a
 AI1920.high-resolution geoid model.
 AI1920
 AI1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1920
 AI1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1920
 AI1920.The ellipsoidal height was determined by GPS observations
 AI1920.and is referenced to NAD 83.
 AI1920
 AI1920.The geoid height was determined by GEOID03.
 AI1920
 AI1920;                    North         East     Units Scale Factor Converg.
 AI1920;SPC AZ C     -   288,641.834   206,350.255   MT  0.99990061   -0 02 30.5
 AI1920;SPC AZ C     -   946,987.64    677,002.15   iFT  0.99990061   -0 02 30.5
 AI1920;UTM  12      - 3,718,595.754   407,946.751   MT  0.99970447   -0 32 57.0
 AI1920
 AI1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1920!SPC AZ C     -   0.99993798  x   0.99990061  =   0.99983859
 AI1920!UTM  12      -   0.99993798  x   0.99970447  =   0.99964247
 AI1920
 AI1920                          SUPERSEDED SURVEY CONTROL
 AI1920
 AI1920.No superseded survey control is available for this station.
 AI1920
 AI1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0794718596(NAD 83)
 AI1920_MARKER: DD = SURVEY DISK
 AI1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1920_SP_SET: CONCRETE PATIO SLAB
 AI1920_STAMPING: DALAGER 1998
 AI1920_MARK LOGO: BOR   
 AI1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1920+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1920
 AI1920  HISTORY     - Date     Condition        Report By
 AI1920  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1920  HISTORY     - 20051203 GOOD             USPSQD
 AI1920
 AI1920                          STATION DESCRIPTION
 AI1920
 AI1920'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BD)
 AI1920'THE STATION IS LOCATED IN NORTHEAST PHOENIX, ABOUT 4.2 MI (6.8 KM)
 AI1920'NORTHEAST OF SQUAW PEAK MOUNTAIN,AND 0.6 MI (1.0 KM) NORTHWEST OF THE
 AI1920'INTERSECTION OF 40TH STREET AND CACTUS STREET.  OWNERSHIP--BRIAN
 AI1920'DALAGER, 4102 E. ASTER DRIVE, PHOENIX AZ 85032.  PERMISSION MUST BE
 AI1920'OBTAINED BEFORE OCCUPYING STATION.  TO REACH THE STATION FROM THE
 AI1920'INTERSECTION OF 40TH STREET AND CACTUS ROAD IN PHOENIX, GO NORTH FOR
 AI1920'0.5 MI (0.8 KM) ON 40TH STREET TO SWEETWATER AVENUE.  TURN RIGHT AND
 AI1920'GO EAST FOR 0.2 MI (0.3 KM) ON SWEETWATER AVENUE TO 41ST PLACE.  TURN
 AI1920'RIGHT AND GO SOUTH FOR 0.09 MI (0.14 KM) ON 41ST PLACE TO E. ASTER
 AI1920'DRIVE.  TURN LEFT AND GO EAST ON E. ASTER DRIVE TO THE RESIDENCE AT
 AI1920'4102 E. ASTER DRIVE ON LEFT AND END OF VEHICLE TRAVEL.  GO NORTH ON
 AI1920'THE SIDEWALK ON EAST SIDE OF HOUSE TO A GATE IN BLOCK WALL.  PASS
 AI1920'THROUGH GATE AND GO NORTH-NORTHEAST FOR ABOUT 15 FT (4.6 M) TO THE
 AI1920'STATION.  THE STATION IS A BOR DISK SET IN A CONCRETE PATIO SLAB.
 AI1920'LOCATED 12 FT (3.7 M) NORTHEAST OF NORTHEAST CORNER OF HOUSE, ABOUT 7
 AI1920'FT (2.1 M) WEST FROM THE BLOCK WALL, 7 FT (2.1 M) EAST FROM THE
 AI1920'NORTHEAST CORNER OF PATIO AND 1 FT (0.3 M) SOUTH FROM THE EDGE OF
 AI1920'PATIO SLAB.  NOTE--THE STATION WAS SET BY THE PROPERTY OWNER.  HE IS
 AI1920'NOT AFFILIATED WITH THE BOR.
 AI1920
 AI1920                          STATION RECOVERY (2005)
 AI1920
 AI1920'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AI1920'RECOVERED AS DESCRIBED.  PROPERTY IS NOW A RENTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2228 ***********************************************************************
 DV2228  DESIGNATION -  DALE
 DV2228  PID         -  DV2228
 DV2228  STATE/COUNTY-  AZ/MARICOPA
 DV2228  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2228
 DV2228                         *CURRENT SURVEY CONTROL
 DV2228  ___________________________________________________________________
 DV2228* NAD 83(1992)-  33 32 26.37134(N)    112 07 32.23041(W)     ADJUSTED  
 DV2228* NAVD 88     -       361.0    (meters)    1184.     (feet)  VERTCON   
 DV2228  ___________________________________________________________________
 DV2228  X           -  -2,004,415.729 (meters)                     COMP
 DV2228  Y           -  -4,929,955.610 (meters)                     COMP
 DV2228  Z           -   3,504,276.973 (meters)                     COMP
 DV2228  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV2228  ELLIP HEIGHT-         331.33  (meters)          (06/11/02) GPS OBS
 DV2228  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV2228
 DV2228  HORZ ORDER  -  FIRST
 DV2228  ELLP ORDER  -  FOURTH    CLASS II
 DV2228
 DV2228.The horizontal coordinates were established by GPS observations
 DV2228.and adjusted by the National Geodetic Survey in August 1993..
 DV2228
 DV2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2228
 DV2228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2228
 DV2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2228
 DV2228.The ellipsoidal height was determined by GPS observations
 DV2228.and is referenced to NAD 83.
 DV2228
 DV2228.The geoid height was determined by GEOID03.
 DV2228
 DV2228;                    North         East     Units Scale Factor Converg.
 DV2228;SPC AZ C     -   281,729.165   193,954.572   MT  0.99990464   -0 06 55.6
 DV2228;SPC AZ C     -   924,308.28    636,333.90   iFT  0.99990464   -0 06 55.6
 DV2228;UTM  12      - 3,711,794.276   395,492.671   MT  0.99973465   -0 37 19.2
 DV2228
 DV2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2228!SPC AZ C     -   0.99994799  x   0.99990464  =   0.99985263
 DV2228!UTM  12      -   0.99994799  x   0.99973465  =   0.99968265
 DV2228
 DV2228                          SUPERSEDED SURVEY CONTROL
 DV2228
 DV2228  ELLIP H (08/23/93)  331.39   (m)                       GP(       ) 4 2
 DV2228  NAD 83(1986)-  33 32 26.36578(N)    112 07 32.23594(W) AD(       ) 1
 DV2228  NGVD 29 (09/11/89)  360.5    (m)         1183.     (f) GPS OBS        
 DV2228
 DV2228.Superseded values are not recommended for survey control.
 DV2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2228.See file dsdata.txt to determine how the superseded data were derived.
 DV2228
 DV2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9549311794(NAD 83)
 DV2228_MARKER: DD = SURVEY DISK
 DV2228_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2228_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2228+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2228
 DV2228  HISTORY     - Date     Condition        Report By
 DV2228  HISTORY     - 1986     MONUMENTED       AZDT
 DV2228  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV2228
 DV2228                          STATION DESCRIPTION
 DV2228
 DV2228'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2228'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF THE
 DV2228'GLENDALE ROAD TRAFFIC INTERCHANGE OF INTERSTATE HWY. 10  IN
 DV2228'PHOENIX, ARIZONA.
 DV2228'
 DV2228'TO REACH THE STATION FROM THE INTERSECTION OF GLENDALE AVENUE AND
 DV2228'31ST AVENUE, GO NORTH ON 31ST AVENUE FOR 0.21 KM (0.13 MI) TO THE
 DV2228'STATION IN THE CENTERLINE.
 DV2228'
 DV2228'THE STATION IS A STANDARD CITY OF PHOENIX BRASS CAP
 DV2228'UNSTAMPED---,
 DV2228'SET INTO THE TOP OF THE SOUTHWEST PORTION OF AN IRREGULAR MASS OF
 DV2228'CONCRETE FLUSH WITH THE GROUND.  LOCATED
 DV2228'0.3 METERS (1 FT) WEST FROM THE CENTERLINE OF 31ST AVENUE,
 DV2228'6.22 METERS (20.4 FT) EAST FROM THE WEST CURB OF 31ST AVENUE,
 DV2228'6.16 METERS (20.2 FT) WEST FROM THE EAST CURB OF 31ST AVENUE,
 DV2228'9.14 METERS (30 FT) EAST FROM A BLOCK WALL CORNER.
 DV2228
 DV2228                          STATION RECOVERY (1995)
 DV2228
 DV2228'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0669 ***********************************************************************
 DV0669  DESIGNATION -  DALL
 DV0669  PID         -  DV0669
 DV0669  STATE/COUNTY-  AZ/MARICOPA
 DV0669  USGS QUAD   -  PHOENIX (1982)
 DV0669
 DV0669                         *CURRENT SURVEY CONTROL
 DV0669  ___________________________________________________________________
 DV0669* NAD 83(1992)-  33 27 37.74886(N)    112 00 15.09974(W)     ADJUSTED  
 DV0669* NAVD 88     -       348.82   (+/-2cm)    1144.4    (feet)  VERTCON   
 DV0669  ___________________________________________________________________
 DV0669  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV0669  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0669
 DV0669  HORZ ORDER  -  SECOND
 DV0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0669
 DV0669.The horizontal coordinates were established by classical geodetic methods
 DV0669.and adjusted by the National Geodetic Survey in August 1993..
 DV0669
 DV0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0669.The vertical order pertains to the NGVD 29 superseded value.
 DV0669
 DV0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0669
 DV0669.The geoid height was determined by GEOID03.
 DV0669
 DV0669;                    North         East     Units Scale Factor Converg.
 DV0669;SPC AZ C     -   272,821.680   205,223.822   MT  0.99990082   -0 02 53.7
 DV0669;SPC AZ C     -   895,084.25    673,306.50   iFT  0.99990082   -0 02 53.7
 DV0669;UTM  12      - 3,702,789.253   406,680.785   MT  0.99970736   -0 33 13.4
 DV0669
 DV0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0669!SPC AZ C     -   0.99994991  x   0.99990082  =   0.99985074
 DV0669!UTM  12      -   0.99994991  x   0.99970736  =   0.99965729
 DV0669
 DV0669|---------------------------------------------------------------------|
 DV0669| PID    Reference Object                     Distance      Geod. Az  |
 DV0669|                                                           dddmmss.s |
 DV0669| DV0671 DALL RM 1                            12.388 METERS 00058     |
 DV0669| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 1.9 KM 0035231.6 |
 DV0669| DV0672 DALL AZ MK                                         0174435.5 |
 DV0669| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.0 KM 0574842.5 |
 DV0669| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.4 KM 1191244.6 |
 DV0669| DV1667 DALL 2                               13.364 METERS 12330     |
 DV0669| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.6 KM 1234302.9 |
 DV0669| DV1668 DALL 2 RM 3                          18.414 METERS 14240     |
 DV0669| DV0670 DALL RM 2                            12.568 METERS 17810     |
 DV0669|---------------------------------------------------------------------|
 DV0669
 DV0669                          SUPERSEDED SURVEY CONTROL
 DV0669
 DV0669  NAD 83(1986)-  33 27 37.74322(N)    112 00 15.10506(W) AD(       ) 2
 DV0669  NAD 27      -  33 27 37.58560(N)    112 00 12.57660(W) AD(       ) 2
 DV0669  NGVD 29 (??/??/92)  348.168  (m)         1142.28   (f) ADJ UNCH    2 0
 DV0669
 DV0669.Superseded values are not recommended for survey control.
 DV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0669.See file dsdata.txt to determine how the superseded data were derived.
 DV0669
 DV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0668102789(NAD 83)
 DV0669_MARKER: DE = TRAVERSE STATION DISK
 DV0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0669_STAMPING: DALL 1963
 DV0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0669+STABILITY: SURFACE MOTION
 DV0669
 DV0669  HISTORY     - Date     Condition        Report By
 DV0669  HISTORY     - 1963     MONUMENTED       CGS
 DV0669  HISTORY     - 1963     GOOD             CGS
 DV0669  HISTORY     - 1977     GOOD             NGS
 DV0669
 DV0669                          STATION DESCRIPTION
 DV0669
 DV0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0669'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF THE CENTRAL
 DV0669'SECTION OF PHOENIX AT THE CORNER OF EAST PORTLAND STREET AND
 DV0669'NORTH 36 TH STREET.
 DV0669'
 DV0669'TO REACH THE STATION FROM THE INTERSECTION OF MC DOWELL ROAD
 DV0669'AND 35 TH STREET, GO SOUTH ON 35 TH STREET FOR 0.35 MILE TO
 DV0669'PORTLAND STREET, TURN LEFT AND GO EAST ON PORTLAND STREET FOR
 DV0669'0.1 MILE TO THE END OF PORTLAND STREET AND THE STATION AS
 DV0669'DESCRIBED.
 DV0669'
 DV0669'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED
 DV0669'DALL 1963 SET IN TOP OF 12-INCH CONCRETE CYLINDER WHICH
 DV0669'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET
 DV0669'WEST OF A NORTH AND SOUTH FENCE LINE, 3.3 FEET SOUTHWEST OF A
 DV0669'STANDARD METAL WITNESS POST AND MARKER AND 20.0 FEET EAST OF
 DV0669'THE APPROXIMATE CENTER OF NORTH 36 TH STREET.
 DV0669'
 DV0669'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALL NO 1 1963,
 DV0669'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 DV0669'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET EAST OF A NORTH AND
 DV0669'SOUTH FENCE LINE, 22.0 FEET EAST OF THE APPROXIMATE CENTER OF
 DV0669'NORTH 36 TH STREET, 38.6 FEET NORTH OF THE WITNESS POST AND IS
 DV0669'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DV0669'
 DV0669'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALL NO 2 1963,
 DV0669'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DV0669'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF A NORTH AND
 DV0669'SOUTH FENCE LINE, 15.0 FEET EAST OF 36 TH STREET, 23.3 FEET SOUTH
 DV0669'OF THE WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 DV0669'STATION MARK.
 DV0669'
 DV0669'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALL 1963, CEMENTED
 DV0669'IN A DRILL HOLE IN THE NORTHWEST CURB OF 37 TH STREET AND
 DV0669'MC DOWELL ROAD.  IT IS 3.8 FEET WEST OF THE CENTER OF A 10-INCH
 DV0669'HAND HOLE, 4.0 FEET SOUTH OF MC DOWELL ROAD AND 37 TH STREET
 DV0669'MARKER, 7.0 FEET WEST OF THE CENTER OF A MAN HOLE, 28.0 FEET
 DV0669'WEST OF THE CENTER LINE OF 37 TH STREET AND 37.0 FEET NORTH OF
 DV0669'THE CENTER LINE OF MC DOWELL ROAD.
 DV0669'
 DV0669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON EAST
 DV0669'PORTLAND STREET FOR 0.1 MILE TO 35 TH STREET, TURN RIGHT AND GO
 DV0669'NORTH ON 35 TH STREET FOR 0.35 MILE TO MC DOWELL ROAD, TURN
 DV0669'RIGHT AND GO EAST ON MC DOWELL ROAD FOR 0.25 MILE TO THE JUNCTION
 DV0669'OF 37 TH STREET AND THE AZIMUTH LOCATED ON THE LEFT AS DESCRIBED
 DV0669'ABOVE.
 DV0669'
 DV0669'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0669
 DV0669                          STATION RECOVERY (1963)
 DV0669
 DV0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0669'IN PHOENIX.
 DV0669'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0669'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0669'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET, IN
 DV0669'THE APPROXIMATE CENTER (EXTENDED) OF THE STREET, 80 FEET NORTHEAST OF
 DV0669'THE NORTHEAST CORNER OF HOUSE NO. 3527, 35 FEET NORTHEAST OF A STREET
 DV0669'LIGHT POLE, 3 FEET WEST OF A FENCE, 3.3 FEET SOUTHWEST OF A METAL
 DV0669'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0669
 DV0669                          STATION RECOVERY (1977)
 DV0669
 DV0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DV0669'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 DV0669'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 DV0669'OBSTRUCTED BY A BUILDING AND REFERENCE MARK 2 IS BELIEVED BURIED BY
 DV0669'A LARGE MOUND OF DIRT.  THE STATION AND BOTH REFERENCE MARKS WERE IN
 DV0669'THE ROUTE OF CONSTRUCTION AND WERE MOVED BY REQUEST OF THE CITY
 DV0669'OF PHOENIX.
 DV0669'
 DV0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX.
 DV0669'
 DV0669'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1667 ***********************************************************************
 DV1667  DESIGNATION -  DALL 2
 DV1667  PID         -  DV1667
 DV1667  STATE/COUNTY-  AZ/MARICOPA
 DV1667  USGS QUAD   -  PHOENIX (1982)
 DV1667
 DV1667                         *CURRENT SURVEY CONTROL
 DV1667  ___________________________________________________________________
 DV1667* NAD 83(1992)-  33 27 37.50944(N)    112 00 14.66819(W)     ADJUSTED  
 DV1667* NAVD 88     -       348.641  (meters)    1143.83   (feet)  ADJUSTED  
 DV1667  ___________________________________________________________________
 DV1667  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV1667  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1667  DYNAMIC HT  -         348.237 (meters)    1142.51  (feet)  COMP
 DV1667  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1667
 DV1667  HORZ ORDER  -  SECOND
 DV1667  VERT ORDER  -  SECOND    CLASS I
 DV1667
 DV1667.The horizontal coordinates were established by classical geodetic methods
 DV1667.and adjusted by the National Geodetic Survey in August 1993..
 DV1667.No horizontal observational check was made to the station.
 DV1667
 DV1667.The orthometric height was determined by differential leveling
 DV1667.and adjusted by the National Geodetic Survey in November 1993..
 DV1667
 DV1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1667
 DV1667.The geoid height was determined by GEOID03.
 DV1667
 DV1667.The dynamic height is computed by dividing the NAVD 88
 DV1667.geopotential number by the normal gravity value computed on the
 DV1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1667.degrees latitude (g = 980.6199 gals.).
 DV1667
 DV1667.The modeled gravity was interpolated from observed gravity values.
 DV1667
 DV1667;                    North         East     Units Scale Factor Converg.
 DV1667;SPC AZ C     -   272,814.295   205,234.959   MT  0.99990081   -0 02 53.5
 DV1667;SPC AZ C     -   895,060.02    673,343.04   iFT  0.99990081   -0 02 53.5
 DV1667;UTM  12      - 3,702,781.772   406,691.854   MT  0.99970734   -0 33 13.1
 DV1667
 DV1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1667!SPC AZ C     -   0.99994994  x   0.99990081  =   0.99985076
 DV1667!UTM  12      -   0.99994994  x   0.99970734  =   0.99965730
 DV1667
 DV1667:                Primary Azimuth Mark                     Grid Az
 DV1667:SPC AZ C     -  PHOENIX RADIO KTAR S TWR OF 2            003 34 44.4
 DV1667:UTM  12      -  PHOENIX RADIO KTAR S TWR OF 2            004 05 04.0
 DV1667
 DV1667|---------------------------------------------------------------------|
 DV1667| PID    Reference Object                     Distance      Geod. Az  |
 DV1667|                                                           dddmmss.s |
 DV1667| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 1.9 KM 0033150.9 |
 DV1667| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.4 KM 1191118.0 |
 DV1667| DV1668 DALL 2 RM 3                           7.264 METERS 17949     |
 DV1667| DV0669 DALL                                 13.364 METERS 30330     |
 DV1667|---------------------------------------------------------------------|
 DV1667
 DV1667                          SUPERSEDED SURVEY CONTROL
 DV1667
 DV1667  NAD 83(1986)-  33 27 37.50379(N)    112 00 14.67350(W) AD(       ) 2
 DV1667  NAD 27      -  33 27 37.34613(N)    112 00 12.14499(W) AD(       ) 2
 DV1667  NGVD 29 (07/19/86)  348.01   (m)         1141.8    (f) LEVELING    3  
 DV1667
 DV1667.Superseded values are not recommended for survey control.
 DV1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1667.See file dsdata.txt to determine how the superseded data were derived.
 DV1667
 DV1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0669202782(NAD 83)
 DV1667_MARKER: DE = TRAVERSE STATION DISK
 DV1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1667_SP_SET: CONCRETE POST
 DV1667_STAMPING: DALL 2 1977
 DV1667_MARK LOGO: NGS   
 DV1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1667+STABILITY: SURFACE MOTION
 DV1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1667+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1667
 DV1667  HISTORY     - Date     Condition        Report By
 DV1667  HISTORY     - 1977     MONUMENTED       NGS
 DV1667  HISTORY     - 1979     GOOD             AZDT
 DV1667  HISTORY     - 20060823 GOOD             GEOCAC
 DV1667
 DV1667                          STATION DESCRIPTION
 DV1667
 DV1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DV1667'THE STATION IS LOCATED IN THE CITY OF PHOENIX AT THE INTERSECTION OF
 DV1667'NORTH 36TH STREET AND EAST PORTLAND STREET IN THE SOUTHEAST ANGLE OF
 DV1667'THE INTERSECTION.  DUE TO STREET CONSTRUCTION REFERENCE MARK 4 WAS
 DV1667'NOT SET AT THIS TIME AND REFERENCE DISTANCES TO THE MARKS COULD
 DV1667'NOT BE MADE.
 DV1667'
 DV1667'THE STATION MARK IS A STANDARD DISK STAMPED, DALL 2 1977.  IT IS SET
 DV1667'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 DV1667'26 FEET NORTH OF THE FIRST POWER POLE SOUTHEAST OF THE INTERSECTION
 DV1667'AND ON LINE WITH THE POWER POLES.  THE MARK IS 1 FOOT WEST OF A
 DV1667'WITNESS POST.
 DV1667'
 DV1667'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DALL 2 NO 3 1977.  IT IS
 DV1667'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 DV1667'IS 2 FEET NORTH OF THE FIRST POWER POLE SOUTHEAST OF THE
 DV1667'INTERSECTION AND ON LINE WITH THE POWER POLES.
 DV1667'
 DV1667'ONE OF THE TWO INTERSECTION STATIONS IN THE BOX SCORE SHOULD BE
 DV1667'USED FOR AN AZIMUTH MARK UNTIL SUCH TIME AS CONSTRUCTION IS
 DV1667'COMPLETED AND THE STATION MOVING IS COMPLETE.
 DV1667'
 DV1667'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1667
 DV1667                          STATION RECOVERY (1979)
 DV1667
 DV1667'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1667'IN PHOENIX.
 DV1667'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1667'FOR 2.0 MI (3.22 KM) TO 36TH STREET, THENCE SOUTH ALONG 36TH STREET
 DV1667'FOR 0.37 MI (0.60 KM) TO PORTLAND STREET AND THE MARK, 34.7 FT (10.58
 DV1667'METERS) EAST OF THE CENTERLINE OF 36ND STREET, 25.0 (7.6 METERS) SOUTH
 DV1667'OF THE EXTENDED CENTERLINE OF PORTLAND STREET, A STANDARD NGS BRASS
 DV1667'CAP IN A CONCRETE POST.
 DV1667
 DV1667                          STATION RECOVERY (2006)
 DV1667
 DV1667'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1668 ***********************************************************************
 DV1668  DESIGNATION -  DALL 2 RM 3
 DV1668  PID         -  DV1668
 DV1668  STATE/COUNTY-  AZ/MARICOPA
 DV1668  USGS QUAD   -  PHOENIX (1982)
 DV1668
 DV1668                         *CURRENT SURVEY CONTROL
 DV1668  ___________________________________________________________________
 DV1668* NAD 83(1986)-  33 27 37.     (N)    112 00 16.     (W)     SCALED    
 DV1668* NAVD 88     -       348.763  (meters)    1144.23   (feet)  ADJUSTED  
 DV1668  ___________________________________________________________________
 DV1668  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1668  DYNAMIC HT  -         348.359 (meters)    1142.91  (feet)  COMP
 DV1668  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1668
 DV1668  VERT ORDER  -  SECOND    CLASS I
 DV1668
 DV1668.The horizontal coordinates were scaled from a topographic map and have
 DV1668.an estimated accuracy of +/- 6 seconds.
 DV1668
 DV1668.The orthometric height was determined by differential leveling
 DV1668.and adjusted by the National Geodetic Survey in November 1993..
 DV1668
 DV1668.The geoid height was determined by GEOID03.
 DV1668
 DV1668.The dynamic height is computed by dividing the NAVD 88
 DV1668.geopotential number by the normal gravity value computed on the
 DV1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1668.degrees latitude (g = 980.6199 gals.).
 DV1668
 DV1668.The modeled gravity was interpolated from observed gravity values.
 DV1668
 DV1668;                    North         East    Units  Estimated Accuracy
 DV1668;SPC AZ C     -   272,800.      205,200.      MT  (+/- 180 meters Scaled)
 DV1668
 DV1668                          SUPERSEDED SURVEY CONTROL
 DV1668
 DV1668.No superseded survey control is available for this station.
 DV1668
 DV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV1668_MARKER: DR = REFERENCE MARK DISK
 DV1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1668_SP_SET: CONCRETE POST
 DV1668_STAMPING: DALL 2 NO 3 1977
 DV1668_MARK LOGO: NGS   
 DV1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1668+STABILITY: SURFACE MOTION
 DV1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1668+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1668
 DV1668  HISTORY     - Date     Condition        Report By
 DV1668  HISTORY     - 1977     MONUMENTED       NGS
 DV1668  HISTORY     - 1979     GOOD             AZDT
 DV1668  HISTORY     - 20060823 GOOD             GEOCAC
 DV1668
 DV1668                          STATION DESCRIPTION
 DV1668
 DV1668'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1668'IN PHOENIX.
 DV1668'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1668'FOR 2.0 MI (3.22 KM) TO 36TH STREET, THENCE SOUTH ALONG 36TH STREET
 DV1668'FOR 0.37 MI (0.60 KM) TO PORTLAND STREET AND THE MARK ON THE LEFT,
 DV1668'35.0 FT (10.6 METERS) EAST OF CENTERLINE OF PORTLAND STRET, 36 FT
 DV1668'(11.2 METERS) FROM STATION DALL 2, A STANDARD NGS CAP IN A CONCRETE
 DV1668'POST.
 DV1668
 DV1668                          STATION RECOVERY (2006)
 DV1668
 DV1668'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0672 ***********************************************************************
 DV0672  DESIGNATION -  DALL AZ MK
 DV0672  PID         -  DV0672
 DV0672  STATE/COUNTY-  AZ/MARICOPA
 DV0672  USGS QUAD   -  PHOENIX (1982)
 DV0672
 DV0672                         *CURRENT SURVEY CONTROL
 DV0672  ___________________________________________________________________
 DV0672* NAD 83(1986)-  33 27 54.     (N)    112 00 09.     (W)     SCALED    
 DV0672* NAVD 88     -       351.708  (meters)    1153.90   (feet)  ADJUSTED  
 DV0672  ___________________________________________________________________
 DV0672  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0672  DYNAMIC HT  -         351.301 (meters)    1152.56  (feet)  COMP
 DV0672  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 DV0672
 DV0672  VERT ORDER  -  SECOND    CLASS 0
 DV0672
 DV0672.The horizontal coordinates were scaled from a topographic map and have
 DV0672.an estimated accuracy of +/- 6 seconds.
 DV0672
 DV0672.The orthometric height was determined by differential leveling
 DV0672.and adjusted by the National Geodetic Survey in November 1993..
 DV0672
 DV0672.The geoid height was determined by GEOID03.
 DV0672
 DV0672.The dynamic height is computed by dividing the NAVD 88
 DV0672.geopotential number by the normal gravity value computed on the
 DV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0672.degrees latitude (g = 980.6199 gals.).
 DV0672
 DV0672.The modeled gravity was interpolated from observed gravity values.
 DV0672
 DV0672;                    North         East    Units  Estimated Accuracy
 DV0672;SPC AZ C     -   273,320.      205,380.      MT  (+/- 180 meters Scaled)
 DV0672
 DV0672                          SUPERSEDED SURVEY CONTROL
 DV0672
 DV0672  NGVD 29 (??/??/92)  351.054  (m)         1151.75   (f) ADJ UNCH    2 0
 DV0672
 DV0672.Superseded values are not recommended for survey control.
 DV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0672.See file dsdata.txt to determine how the superseded data were derived.
 DV0672
 DV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC068032(NAD 83)
 DV0672_MARKER: DZ = AZIMUTH MARK DISK
 DV0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0672_SP_SET: CURB
 DV0672_STAMPING: DALL 1963
 DV0672_MARK LOGO: CGS   
 DV0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0672
 DV0672  HISTORY     - Date     Condition        Report By
 DV0672  HISTORY     - 1963     MONUMENTED       CGS
 DV0672  HISTORY     - 1967     GOOD             NGS
 DV0672  HISTORY     - 1979     GOOD             AZDT
 DV0672  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0672
 DV0672                          STATION DESCRIPTION
 DV0672
 DV0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0672'IN PHOENIX.
 DV0672'ABOUT 0.5 MILE NORTHEAST OF TRAVERSE STATION DALL, AT THE INTERSECTION
 DV0672'OF EAST MCDOWELL ROAD, AND NORTH 37TH STREET, 33 FEET NORTH OF THE
 DV0672'CENTER OF EAST MCDOWELL ROAD, 30 FEET WEST OF THE CENTER OF NORTH 37TH
 DV0672'STREET, SET IN TOP OF CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DV0672'INTERSECTION, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0672
 DV0672                          STATION RECOVERY (1967)
 DV0672
 DV0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0672'RECOVERED IN GOOD CONDITION.
 DV0672
 DV0672                          STATION RECOVERY (1979)
 DV0672
 DV0672'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0672'RECOVERED IN GOOD CONDITION.
 DV0672
 DV0672                          STATION RECOVERY (2006)
 DV0672
 DV0672'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0672'THE CURB AND SIDEWALK AT THE DESCRIBED LOCATION ARE MARKED 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0671 ***********************************************************************
 DV0671  DESIGNATION -  DALL RM 1
 DV0671  PID         -  DV0671
 DV0671  STATE/COUNTY-  AZ/MARICOPA
 DV0671  USGS QUAD   -  PHOENIX (1982)
 DV0671
 DV0671                         *CURRENT SURVEY CONTROL
 DV0671  ___________________________________________________________________
 DV0671* NAD 83(1986)-  33 27 37.     (N)    112 00 15.     (W)     SCALED    
 DV0671* NAVD 88     -       348.92   (+/-2cm)    1144.7    (feet)  VERTCON   
 DV0671  ___________________________________________________________________
 DV0671  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0671
 DV0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0671
 DV0671.The horizontal coordinates were scaled from a topographic map and have
 DV0671.an estimated accuracy of +/- 6 seconds.
 DV0671
 DV0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0671.The vertical order pertains to the NGVD 29 superseded value.
 DV0671
 DV0671.The geoid height was determined by GEOID03.
 DV0671
 DV0671;                    North         East    Units  Estimated Accuracy
 DV0671;SPC AZ C     -   272,800.      205,230.      MT  (+/- 180 meters Scaled)
 DV0671
 DV0671                          SUPERSEDED SURVEY CONTROL
 DV0671
 DV0671  NGVD 29 (??/??/92)  348.272  (m)         1142.62   (f) ADJ UNCH    2 0
 DV0671
 DV0671.Superseded values are not recommended for survey control.
 DV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0671.See file dsdata.txt to determine how the superseded data were derived.
 DV0671
 DV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV0671_MARKER: DR = REFERENCE MARK DISK
 DV0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0671_STAMPING: DALL NO 1 1963
 DV0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0671+STABILITY: SURFACE MOTION
 DV0671
 DV0671  HISTORY     - Date     Condition        Report By
 DV0671  HISTORY     - 1963     MONUMENTED       CGS
 DV0671
 DV0671                          STATION DESCRIPTION
 DV0671
 DV0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0671'IN PHOENIX.
 DV0671'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0671'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0671'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET,
 DV0671'40.6 FEET NORTH OF TRAVERSE STATION DALL, 76 FEET SOUTHEAST OF THE
 DV0671'NORTHEAST CORNER OF HOUSE NO. 3532, 38 FEET NORTH OF THE EXTENDED
 DV0671'CENTER OF THE STREET, 2 FEET WEST OF A FENCE, 38.5 FEET NORTH OF A
 DV0671'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV0671'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0670 ***********************************************************************
 DV0670  DESIGNATION -  DALL RM 2
 DV0670  PID         -  DV0670
 DV0670  STATE/COUNTY-  AZ/MARICOPA
 DV0670  USGS QUAD   -  PHOENIX (1982)
 DV0670
 DV0670                         *CURRENT SURVEY CONTROL
 DV0670  ___________________________________________________________________
 DV0670* NAD 83(1986)-  33 27 37.     (N)    112 00 15.     (W)     SCALED    
 DV0670* NAVD 88     -       348.80   (+/-2cm)    1144.4    (feet)  VERTCON   
 DV0670  ___________________________________________________________________
 DV0670  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0670
 DV0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0670
 DV0670.The horizontal coordinates were scaled from a topographic map and have
 DV0670.an estimated accuracy of +/- 6 seconds.
 DV0670
 DV0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0670.The vertical order pertains to the NGVD 29 superseded value.
 DV0670
 DV0670.The geoid height was determined by GEOID03.
 DV0670
 DV0670;                    North         East    Units  Estimated Accuracy
 DV0670;SPC AZ C     -   272,800.      205,230.      MT  (+/- 180 meters Scaled)
 DV0670
 DV0670                          SUPERSEDED SURVEY CONTROL
 DV0670
 DV0670  NGVD 29 (??/??/92)  348.150  (m)         1142.22   (f) ADJ UNCH    2 0
 DV0670
 DV0670.Superseded values are not recommended for survey control.
 DV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0670.See file dsdata.txt to determine how the superseded data were derived.
 DV0670
 DV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV0670_MARKER: DR = REFERENCE MARK DISK
 DV0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0670_STAMPING: DALL NO 2 1963
 DV0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0670+STABILITY: SURFACE MOTION
 DV0670
 DV0670  HISTORY     - Date     Condition        Report By
 DV0670  HISTORY     - 1963     MONUMENTED       CGS
 DV0670
 DV0670                          STATION DESCRIPTION
 DV0670
 DV0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0670'IN PHOENIX.
 DV0670'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0670'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0670'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET,
 DV0670'41.3 FEET SOUTH OF TRAVERSE STATION DALL, 42 FEET SOUTH OF THE
 DV0670'EXTENDED CENTER OF THE STREET, 64 FEET EAST-NORTHEAST OF THE NORTHEAST
 DV0670'CORNER OF HOUSE NO. 3527, 1.5 FEET WEST OF A FENCE, 43.3 FEET SOUTH OF
 DV0670'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV0670'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2015 ***********************************************************************
 DV2015  DESIGNATION -  DALY
 DV2015  PID         -  DV2015
 DV2015  STATE/COUNTY-  AZ/MARICOPA
 DV2015  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2015
 DV2015                         *CURRENT SURVEY CONTROL
 DV2015  ___________________________________________________________________
 DV2015* NAD 83(1992)-  33 36 16.14032(N)    112 00 17.16232(W)     ADJUSTED  
 DV2015* NAVD 88     -       425.8    (meters)    1397.     (feet)  VERTCON   
 DV2015  ___________________________________________________________________
 DV2015  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV2015  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DV2015
 DV2015  HORZ ORDER  -  FIRST
 DV2015
 DV2015.The horizontal coordinates were established by classical geodetic methods
 DV2015.and adjusted by the National Geodetic Survey in August 1993..
 DV2015
 DV2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2015
 DV2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2015
 DV2015.The geoid height was determined by GEOID03.
 DV2015
 DV2015;                    North         East     Units Scale Factor Converg.
 DV2015;SPC AZ C     -   288,791.483   205,184.129   MT  0.99990082   -0 02 55.5
 DV2015;SPC AZ C     -   947,478.62    673,176.28   iFT  0.99990082   -0 02 55.5
 DV2015;UTM  12      - 3,718,755.693   406,782.223   MT  0.99970713   -0 33 22.1
 DV2015
 DV2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2015!SPC AZ C     -   0.99993778  x   0.99990082  =   0.99983861
 DV2015!UTM  12      -   0.99993778  x   0.99970713  =   0.99964493
 DV2015
 DV2015|---------------------------------------------------------------------|
 DV2015| PID    Reference Object                     Distance      Geod. Az  |
 DV2015|                                                           dddmmss.s |
 DV2015| CH5055 DALY RM 1                            20.428 METERS 02309     |
 DV2015| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX. 8.0 KM 0852728.2 |
 DV2015| CH5054 DALY AZ MK                                         2502713.4 |
 DV2015| CH5056 DALY RM 2                            34.467 METERS 28433     |
 DV2015|---------------------------------------------------------------------|
 DV2015
 DV2015                          SUPERSEDED SURVEY CONTROL
 DV2015
 DV2015  NAD 83(1986)-  33 36 16.13551(N)    112 00 17.16805(W) AD(       ) 1
 DV2015  NAD 27      -  33 36 15.98960(N)    112 00 14.63440(W) AD(       ) 1
 DV2015  NGVD 29 (07/19/86)  425.3    (m)         1395.     (f) VERT ANG       
 DV2015
 DV2015.Superseded values are not recommended for survey control.
 DV2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2015.See file dsdata.txt to determine how the superseded data were derived.
 DV2015
 DV2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0678218756(NAD 83)
 DV2015_MARKER: DS = TRIANGULATION STATION DISK
 DV2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2015+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DV2015
 DV2015  HISTORY     - Date     Condition        Report By
 DV2015  HISTORY     - 1963     MONUMENTED       CGS
 DV2015  HISTORY     - 1972     GOOD             USE
 DV2015  HISTORY     - 20051203 GOOD             USPSQD
 DV2015
 DV2015                          STATION DESCRIPTION
 DV2015
 DV2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2015'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF 36TH STREET
 DV2015'AND SWEETWATER AVENUE IN A FENCED IN AREA, 0.4 MILE EAST
 DV2015'OF NORTH 32ND STREET, 2-1/2 MILES SOUTH OF BELL ROAD, 11 MILES
 DV2015'NORTH-NORTHEAST OF THE CENTRAL SECTION OF PHOENIX AND ON
 DV2015'PROPERTY OWNED BY THE PHOENIX WATER SUPPLY.
 DV2015'
 DV2015'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV2015'AND BELL ROAD, GO EAST ON BELL ROAD FOR 6.0 MILES TO 32ND
 DV2015'STREET, TURN RIGHT, GO SOUTH ON 32ND STREET FOR 2.5 MILES
 DV2015'TO SWEETWATER AVENUE, (CONTINUE SOUTH ON 32ND STREET FOR
 DV2015'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND
 DV2015'GO EAST ON SWEETWATER AVENUE FOR 0.4 MILE TO 36TH STREET AND
 DV2015'THE STATION ON THE LEFT AS DESCRIBED.
 DV2015'
 DV2015'THE STATION MARK IS A STANDARD DISK STAMPED DALY 1963, SET IN
 DV2015'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2015'GROUND SURFACE.  IT IS 11.1 FEET NORTH OF A STANDARD METAL
 DV2015'WITNESS POST AND MARKER, 11.8 FEET NORTH OF A CYCLONE FENCE
 DV2015'LINE, 22.4 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF TIN
 DV2015'BUILDING AND 30.2 FEET WEST-NORTHWEST OF THE SOUTHEAST FENCE
 DV2015'CORNER.
 DV2015'
 DV2015'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALY NO 1 1963,
 DV2015'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2015'THE GROUND SURFACE.  IT IS 1.4 FEET WEST OF FENCE LINE, 72.8
 DV2015'FEET NORTH OF THE SOUTHEAST FENCE CORNER AND 77.5 FEET NORTHEAST
 DV2015'OF THE WITNESS POST.
 DV2015'
 DV2015'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALY NO 2 1963,
 DV2015'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2015'THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF THE FENCE LINE,
 DV2015'41.2 FEET NORTH OF THE SOUTHWEST FENCE CORNER AND WEST GATE
 DV2015'POST AND 43.9 FEET WEST OF WEST EDGE OF TANK.
 DV2015'
 DV2015'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALY 1963, SET
 DV2015'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 DV2015'ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET NORTH OF A STANDARD
 DV2015'METAL WITNESS POST AND MARKER, 3.7 FEET SOUTH OF A POWERLINE
 DV2015'POLE NUMBER PS30771, 36.3 FEET WEST OF THE CENTERLINE OF 32ND
 DV2015'STREET AND 0.15 MILE SOUTH OF THE INTERSECTION OF 32ND STREET
 DV2015'AND SWEETWATER AVENUE.
 DV2015'
 DV2015'THE SECTION CORNER MARK IS A 7/8 INCH ROD SET IN CEMENT IN
 DV2015'A 12-INCH HAND HOLE ABOUT 6 INCHES BELOW THE ROAD SURFACE.
 DV2015'IT IS LOCATED ABOUT 0.35 MILE NORTHWEST OF THE STATION IN
 DV2015'THE CENTER OF INTERSECTION OF 32ND STREET AND THUNDERBIRD ROAD.
 DV2015'
 DV2015'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV2015
 DV2015                          STATION RECOVERY (1972)
 DV2015
 DV2015'RECOVERY NOTE BY US ENGINEERS 1972 (FLC)
 DV2015'DALY 1963-GOOD
 DV2015'
 DV2015'R.M. NO. 1 1963-GOOD
 DV2015'
 DV2015'R.M. NO. 2 1963-GOOD
 DV2015
 DV2015                          STATION RECOVERY (2005)
 DV2015
 DV2015'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV2015'DESCRIPTION IS ADEQUATE.
 DV2015'NF THE LOCATION IS ALONG SIDE THE INDIAN BEND WASH.  CITY OF PHOENIX
 DV2015'IS PLANTING A FULL SIZE MESQUITE TREES WHERE THE MARK HAS BEEN MISSING
 DV2015'FOR DECADES. THE CYCLONE FENCE HAS BEEN MISSING FOR DECADES.
 DV2015'NF POWER SQUADRON MEMBER WAS UNABLE TO LOCATE RM 1
 DV2015'NF RM 2 OR ASMUTH IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2069 ***********************************************************************
 DU2069  DESIGNATION -  DAM
 DU2069  PID         -  DU2069
 DU2069  STATE/COUNTY-  AZ/PINAL
 DU2069  USGS QUAD   -  FLORENCE (1981)
 DU2069
 DU2069                         *CURRENT SURVEY CONTROL
 DU2069  ___________________________________________________________________
 DU2069* NAD 83(1992)-  33 07 10.64156(N)    111 24 14.36229(W)     ADJUSTED  
 DU2069* NAVD 88     -       496.7    (meters)    1630.     (feet)  VERTCON   
 DU2069  ___________________________________________________________________
 DU2069  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DU2069  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU2069
 DU2069  HORZ ORDER  -  SECOND
 DU2069
 DU2069.The horizontal coordinates were established by classical geodetic methods
 DU2069.and adjusted by the National Geodetic Survey in August 1993..
 DU2069
 DU2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2069
 DU2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2069
 DU2069.The geoid height was determined by GEOID03.
 DU2069
 DU2069;                    North         East     Units Scale Factor Converg.
 DU2069;SPC AZ C     -   235,133.981   261,202.044   MT  0.99992821   +0 16 48.5
 DU2069;SPC AZ C     -   771,436.95    856,962.09   iFT  0.99992821   +0 16 48.5
 DU2069;UTM  12      - 3,664,621.049   462,311.864   MT  0.99961751   -0 13 14.7
 DU2069
 DU2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2069!SPC AZ C     -   0.99992665  x   0.99992821  =   0.99985487
 DU2069!UTM  12      -   0.99992665  x   0.99961751  =   0.99954419
 DU2069
 DU2069|---------------------------------------------------------------------|
 DU2069| PID    Reference Object                     Distance      Geod. Az  |
 DU2069|                                                           dddmmss.s |
 DU2069| CH5057 DAM RM 1                             13.698 METERS 11229     |
 DU2069| CH5058 DAM RM 2                             13.700 METERS 29812     |
 DU2069| DU2073 TRAIN                               APPROX. 3.2 KM 3400631.5 |
 DU2069|---------------------------------------------------------------------|
 DU2069
 DU2069                          SUPERSEDED SURVEY CONTROL
 DU2069
 DU2069  NAD 83(1986)-  33 07 10.63435(N)    111 24 14.36383(W) AD(       ) 2
 DU2069  NAD 27      -  33 07 10.42772(N)    111 24 11.91650(W) AD(       ) 2
 DU2069  NGVD 29 (07/19/86)  496.1    (m)         1628.     (f) VERT ANG       
 DU2069
 DU2069.Superseded values are not recommended for survey control.
 DU2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2069.See file dsdata.txt to determine how the superseded data were derived.
 DU2069
 DU2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6231264621(NAD 83)
 DU2069_MARKER: DD = SURVEY DISK
 DU2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2069
 DU2069  HISTORY     - Date     Condition        Report By
 DU2069  HISTORY     - 1976     MONUMENTED       AZDT
 DU2069
 DU2069                          STATION DESCRIPTION
 DU2069
 DU2069'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2069'THE STATION IS LOCATED ABOUT 6.2 MILES NORTH-NORTHWEST OF
 DU2069'FLORENCE ON THE SOUTHWEST CORNER OF THE MAGMA RETENTION DAM.
 DU2069'
 DU2069'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DAM P AND M
 DU2069'GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2069'DISK IS ON THE TOP OF THE SOUTHWEST CORNER OF A DIKE AND IS MARKED
 DU2069'BY A WITNESS POST AND SIGN.
 DU2069'
 DU2069'RM 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1 1975 AND IS
 DU2069'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON THE SOUTH SIDE
 DU2069'OF DIKE.
 DU2069'
 DU2069'RM 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2 1975 AND IS
 DU2069'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON THE SOUTHWEST
 DU2069'CORNER OF THE DIKE.
 DU2069'
 DU2069'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO EAST
 DU2069'ON STATE ROUTE 287 FOR 0.4 MILES TO THE INTERSECTION OF
 DU2069'U.S. HWY. 80-89.  GO NORTH ON U.S. 80 FOR 6.1 MILES TO ARIZONA
 DU2069'FARMS RD., GO LEFT, WEST, ON PAVED ROAD FOR 1.55 MILES TO THE EL
 DU2069'PASO GAS LINE, TURN RIGHT, NORTH, THROUGH GATE AND BEAR LEFT ON
 DU2069'TRACK ROAD FOR 0.12 MILE TO A FORK.  TAKE LEFT FORK FOR 200 FEET
 DU2069'TO EAST END OF DIKE (MAGMA), TURN LEFT ON TOP OF DIKE AND GO
 DU2069'SOUTHWEST THEN WEST ON DIKE ROAD FOR 0.93 MILES TO THE STATION
 DU2069'ON THE LEFT (SOUTHWEST CORNER OF DIKE).  CAR CAN BE DRIVEN TO
 DU2069'STATION IN DRY WEATHER.
 DU2069'
 DU2069'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0302 ***********************************************************************
 FQ0302  DESIGNATION -  DAN
 FQ0302  PID         -  FQ0302
 FQ0302  STATE/COUNTY-  AZ/COCONINO
 FQ0302  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0302
 FQ0302                         *CURRENT SURVEY CONTROL
 FQ0302  ___________________________________________________________________
 FQ0302* NAD 83(1992)-  35 11 44.86746(N)    111 44 26.32629(W)     ADJUSTED  
 FQ0302* NAVD 88     -      2220.123  (meters)    7283.85   (feet)  ADJUSTED  
 FQ0302  ___________________________________________________________________
 FQ0302  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FQ0302  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0302  DYNAMIC HT  -        2216.953 (meters)    7273.45  (feet)  COMP
 FQ0302  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0302
 FQ0302  HORZ ORDER  -  THIRD
 FQ0302  VERT ORDER  -  FIRST     CLASS II
 FQ0302
 FQ0302.The horizontal coordinates were established by classical geodetic methods
 FQ0302.and adjusted by the National Geodetic Survey in August 1993..
 FQ0302
 FQ0302.The orthometric height was determined by differential leveling
 FQ0302.and adjusted by the National Geodetic Survey in June 1991..
 FQ0302.WARNING-Repeat measurements at this control monument indicate possible
 FQ0302.vertical movement.
 FQ0302
 FQ0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0302
 FQ0302.The geoid height was determined by GEOID03.
 FQ0302
 FQ0302.The dynamic height is computed by dividing the NAVD 88
 FQ0302.geopotential number by the normal gravity value computed on the
 FQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0302.degrees latitude (g = 980.6199 gals.).
 FQ0302
 FQ0302.The modeled gravity was interpolated from observed gravity values.
 FQ0302
 FQ0302;                    North         East     Units Scale Factor Converg.
 FQ0302;SPC AZ C     -   465,308.364   229,388.622   MT  0.99990317   +0 06 05.2
 FQ0302;SPC AZ C     - 1,526,602.24    752,587.34   iFT  0.99990317   +0 06 05.2
 FQ0302;UTM  12      - 3,895,007.689   432,575.560   MT  0.99965602   -0 25 36.9
 FQ0302
 FQ0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0302!SPC AZ C     -   0.99965526  x   0.99990317  =   0.99955846
 FQ0302!UTM  12      -   0.99965526  x   0.99965602  =   0.99931139
 FQ0302
 FQ0302|---------------------------------------------------------------------|
 FQ0302| PID    Reference Object                     Distance      Geod. Az  |
 FQ0302|                                                           dddmmss.s |
 FQ0302| FQ0303 DAN RM 1                              8.420 METERS 12518     |
 FQ0302| FQ0301 DAN RM 2                              7.641 METERS 28734     |
 FQ0302| FQ0665 RIORDAN                             APPROX. 1.3 KM 3065936.2 |
 FQ0302|---------------------------------------------------------------------|
 FQ0302
 FQ0302                          SUPERSEDED SURVEY CONTROL
 FQ0302
 FQ0302  NAD 83(1986)-  35 11 44.86348(N)    111 44 26.32320(W) AD(       ) 3
 FQ0302  NAD 27      -  35 11 44.82516(N)    111 44 23.72914(W) AD(       ) 3
 FQ0302  NGVD 29 (??/??/92) 2219.110  (m)         7280.53   (f) ADJ UNCH    1 2
 FQ0302
 FQ0302.Superseded values are not recommended for survey control.
 FQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0302.See file dsdata.txt to determine how the superseded data were derived.
 FQ0302
 FQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3257695008(NAD 83)
 FQ0302_MARKER: DS = TRIANGULATION STATION DISK
 FQ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0302_STAMPING: DAN 1958
 FQ0302_MARK LOGO: CGS   
 FQ0302_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0302+STABILITY: SURFACE MOTION
 FQ0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0302+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0302
 FQ0302  HISTORY     - Date     Condition        Report By
 FQ0302  HISTORY     - 1958     MONUMENTED       CGS
 FQ0302  HISTORY     - 1958     GOOD             CGS
 FQ0302  HISTORY     - 1974     GOOD             NGS
 FQ0302  HISTORY     - 1982     GOOD             NGS
 FQ0302  HISTORY     - 20060429 GOOD             NGS
 FQ0302
 FQ0302                          STATION DESCRIPTION
 FQ0302
 FQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0302'THE STATION IS ABOUT 4.5 MILES WEST OF FLAGSTAFF, 0.1 MILE SOUTH
 FQ0302'OF U.S. HIGHWAY 66 AND 89, JUST NORTH OF THE SANTA FE RAILROAD
 FQ0302'TRACK AND ON THE HIGHWAY RIGHT-OF-WAY.
 FQ0302'
 FQ0302'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0302'FLAGSTAFF, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 5.4 MILES TO
 FQ0302'THE WEST END OF A HIGHWAY GUARD FENCE ON THE SOUTH SIDE OF THE
 FQ0302'HIGHWAY.  TURN LEFT AT THE WEST END OF THE GUARD FENCE AND GO
 FQ0302'SOUTH 0.1 MILE TO THE RIGHT-OF-WAY FENCE AND THE STATION JUST
 FQ0302'WEST OF A WATER COURSE AND A LARGE DOUBLE PINE TREE.
 FQ0302'
 FQ0302'THE STATION IS A STANDARD DISK, STAMPED DAN 1958, SET IN A
 FQ0302'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 FQ0302'IS 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 5 FEET NORTH
 FQ0302'OF A WITNESS POST SIGN.
 FQ0302'
 FQ0302'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAN NO 1 1958, SET
 FQ0302'IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 FQ0302'IS 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0302'
 FQ0302'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAN NO 2 1958,
 FQ0302'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FQ0302'INCHES AND IS 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0302
 FQ0302                          STATION RECOVERY (1958)
 FQ0302
 FQ0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0302'5.4 MI W FROM FLAGSTAFF.
 FQ0302'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0302'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0302'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0302'RIGHT-OF-WAY FENCE JUST WEST OF A WATER COURSE AND A LARGE DOUBLE PINE
 FQ0302'TREE, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 5 FEET NORTH OF A
 FQ0302'WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FQ0302'THAT PROJECTS 3 INCHES.
 FQ0302
 FQ0302                          STATION RECOVERY (1974)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0302'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FQ0302'FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES IN THE AREA A NEW
 FQ0302'ROUTE TO THE STATION FOLLOWS.
 FQ0302'
 FQ0302'TO REACH THE STATION FROM THE SANTA FE DEPOT IN FLAGSTAFF, GO
 FQ0302'WEST ALONG U.S. 66 AND 89 FOR 2.8 MILES TO A GRADED ROAD LEFT PER
 FQ0302'SIGNS, TURKEY BUTTE 24, WOODY MT. 6, CONTINUE AHEAD FOR 2.0 MILES
 FQ0302'TO NAVAL OBSERVATORY ROAD.  TURN RIGHT FOR 0.7 MILE TO OVERHEAD
 FQ0302'I-40 BRIDGES, CONTINUE AHEAD FOR 0.2 MILE TO A SIDE ROAD RIGHT
 FQ0302'AT A ROAD CUT.  TURN RIGHT FOR 0.2 MILE TO RAILROAD AND A SHARP
 FQ0302'LEFT TURN IN ROAD.  THE STATION IS ABOUT 100 YARDS STRAIGHT
 FQ0302'AHEAD ACROSS THE TRACKS BY THE RAILROAD FENCELINE.  THE STATION
 FQ0302'IS 0.15 MILE SOUTHEAST OF EXIT 190 (A-1 MOUNTAN ROAD) AND
 FQ0302'0.15 MILE WEST OF I-40 BRIDGES OVER THE RAILROAD.  THE STATION
 FQ0302'BEING ON THE LOWEST GROUND IN THE VICINITY.
 FQ0302'
 FQ0302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0302'4.5 MILES WEST OF FLAGSTAFF.
 FQ0302
 FQ0302                          STATION RECOVERY (1982)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0302'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0302'INTERSTATE 17 IN FLAGSTAFF, 0.2 KM (0.15 MI) SOUTHEAST OF THE A-1
 FQ0302'MOUNTAIN ROAD OVERPASS, NEAR THE POINT WHERE THE ON RAMP MEETS THE
 FQ0302'FREEWAY, LOCATED ON A SMALL KNOLL BETWEEN THE FREEWAY AND THE
 FQ0302'RAILROAD, AT A RAILROAD ROCK CUT, ABOUT 60 METERS (200 FT) SOUTHWEST
 FQ0302'OF THE CENTERLINE OF THE EAST BOUND LANES, 30.4 METERS (100 FT)
 FQ0302'NORTHEAST OF THE NORTHEAST RAIL, 1.5 METERS (5 FT) NORTHEAST OF THE
 FQ0302'RAILROAD RIGHT OF WAY FENCE, 1 METER ABOVE THE RAILS.
 FQ0302'THE MARK IS 4 M BELOW THE HIGHWAY.
 FQ0302
 FQ0302                          STATION RECOVERY (2006)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0303 ***********************************************************************
 FQ0303  DESIGNATION -  DAN RM 1
 FQ0303  PID         -  FQ0303
 FQ0303  STATE/COUNTY-  AZ/COCONINO
 FQ0303  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0303
 FQ0303                         *CURRENT SURVEY CONTROL
 FQ0303  ___________________________________________________________________
 FQ0303* NAD 83(1986)-  35 11 45.     (N)    111 44 27.     (W)     SCALED    
 FQ0303* NAVD 88     -      2219.927  (meters)    7283.21   (feet)  ADJUSTED  
 FQ0303  ___________________________________________________________________
 FQ0303  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0303  DYNAMIC HT  -        2216.757 (meters)    7272.81  (feet)  COMP
 FQ0303  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0303
 FQ0303  VERT ORDER  -  FIRST     CLASS II
 FQ0303
 FQ0303.The horizontal coordinates were scaled from a topographic map and have
 FQ0303.an estimated accuracy of +/- 6 seconds.
 FQ0303
 FQ0303.The orthometric height was determined by differential leveling
 FQ0303.and adjusted by the National Geodetic Survey in June 1991..
 FQ0303.WARNING-Repeat measurements at this control monument indicate possible
 FQ0303.vertical movement.
 FQ0303
 FQ0303.The geoid height was determined by GEOID03.
 FQ0303
 FQ0303.The dynamic height is computed by dividing the NAVD 88
 FQ0303.geopotential number by the normal gravity value computed on the
 FQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0303.degrees latitude (g = 980.6199 gals.).
 FQ0303
 FQ0303.The modeled gravity was interpolated from observed gravity values.
 FQ0303
 FQ0303;                    North         East    Units  Estimated Accuracy
 FQ0303;SPC AZ C     -   465,310.      229,370.      MT  (+/- 180 meters Scaled)
 FQ0303
 FQ0303                          SUPERSEDED SURVEY CONTROL
 FQ0303
 FQ0303  NGVD 29 (??/??/92) 2218.915  (m)         7279.89   (f) ADJ UNCH    1 2
 FQ0303
 FQ0303.Superseded values are not recommended for survey control.
 FQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0303.See file dsdata.txt to determine how the superseded data were derived.
 FQ0303
 FQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD325950(NAD 83)
 FQ0303_MARKER: DR = REFERENCE MARK DISK
 FQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0303_STAMPING: DAN NO 1 1958
 FQ0303_MARK LOGO: CGS   
 FQ0303_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0303+STABILITY: SURFACE MOTION
 FQ0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0303+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0303
 FQ0303  HISTORY     - Date     Condition        Report By
 FQ0303  HISTORY     - 1958     MONUMENTED       CGS
 FQ0303  HISTORY     - 1982     GOOD             NGS
 FQ0303  HISTORY     - 20060429 GOOD             NGS
 FQ0303
 FQ0303                          STATION DESCRIPTION
 FQ0303
 FQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0303'5.4 MI W FROM FLAGSTAFF.
 FQ0303'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0303'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0303'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0303'RIGHT-OF-WAY FENCE, JUST WEST OF A WATER COURSE AND A LARGE DOUBLE
 FQ0303'PINE TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP
 FQ0303'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 FQ0303
 FQ0303                          STATION RECOVERY (1982)
 FQ0303
 FQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0303'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0303'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 8.45 METERS (27.1 FT) NORTHWEST OF
 FQ0303'THE STATION, 15.9 METERS (52.1 FT) NORTHWEST OF RM 2.
 FQ0303
 FQ0303                          STATION RECOVERY (2006)
 FQ0303
 FQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0301 ***********************************************************************
 FQ0301  DESIGNATION -  DAN RM 2
 FQ0301  PID         -  FQ0301
 FQ0301  STATE/COUNTY-  AZ/COCONINO
 FQ0301  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0301
 FQ0301                         *CURRENT SURVEY CONTROL
 FQ0301  ___________________________________________________________________
 FQ0301* NAD 83(1986)-  35 11 45.     (N)    111 44 27.     (W)     SCALED    
 FQ0301* NAVD 88     -      2220.367  (meters)    7284.65   (feet)  ADJUSTED  
 FQ0301  ___________________________________________________________________
 FQ0301  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0301  DYNAMIC HT  -        2217.196 (meters)    7274.25  (feet)  COMP
 FQ0301  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0301
 FQ0301  VERT ORDER  -  FIRST     CLASS II
 FQ0301
 FQ0301.The horizontal coordinates were scaled from a topographic map and have
 FQ0301.an estimated accuracy of +/- 6 seconds.
 FQ0301
 FQ0301.The orthometric height was determined by differential leveling
 FQ0301.and adjusted by the National Geodetic Survey in June 1991..
 FQ0301.WARNING-Repeat measurements at this control monument indicate possible
 FQ0301.vertical movement.
 FQ0301
 FQ0301.The geoid height was determined by GEOID03.
 FQ0301
 FQ0301.The dynamic height is computed by dividing the NAVD 88
 FQ0301.geopotential number by the normal gravity value computed on the
 FQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0301.degrees latitude (g = 980.6199 gals.).
 FQ0301
 FQ0301.The modeled gravity was interpolated from observed gravity values.
 FQ0301
 FQ0301;                    North         East    Units  Estimated Accuracy
 FQ0301;SPC AZ C     -   465,310.      229,370.      MT  (+/- 180 meters Scaled)
 FQ0301
 FQ0301                          SUPERSEDED SURVEY CONTROL
 FQ0301
 FQ0301  NGVD 29 (??/??/92) 2219.339  (m)         7281.28   (f) ADJ UNCH    1 2
 FQ0301
 FQ0301.Superseded values are not recommended for survey control.
 FQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0301.See file dsdata.txt to determine how the superseded data were derived.
 FQ0301
 FQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD325950(NAD 83)
 FQ0301_MARKER: DR = REFERENCE MARK DISK
 FQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0301_STAMPING: DAN NO 2 1958
 FQ0301_MARK LOGO: CGS   
 FQ0301_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0301+STABILITY: SURFACE MOTION
 FQ0301
 FQ0301  HISTORY     - Date     Condition        Report By
 FQ0301  HISTORY     - 1958     MONUMENTED       CGS
 FQ0301  HISTORY     - 1982     GOOD             NGS
 FQ0301  HISTORY     - 20060429 GOOD             NGS
 FQ0301
 FQ0301                          STATION DESCRIPTION
 FQ0301
 FQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0301'5.4 MI W FROM FLAGSTAFF.
 FQ0301'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0301'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0301'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0301'RIGHT-OF-WAY FENCE, JUST WEST OF A WATER COURSE AND A LARGE DOUBLE
 FQ0301'PINE TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN TOP OF A
 FQ0301'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FQ0301
 FQ0301                          STATION RECOVERY (1982)
 FQ0301
 FQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0301'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0301'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 15.9 METERS (52.1 FT) SOUTHEAST OF
 FQ0301'RM 1, 7.6 METERS (25.1 FT) SOUTHEAST OF THE STATION.
 FQ0301
 FQ0301                          STATION RECOVERY (2006)
 FQ0301
 FQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0917 ***********************************************************************
 ET0917  DESIGNATION -  DANDREA
 ET0917  PID         -  ET0917
 ET0917  STATE/COUNTY-  AZ/YAVAPAI
 ET0917  USGS QUAD   -  MAYER (1974)
 ET0917
 ET0917                         *CURRENT SURVEY CONTROL
 ET0917  ___________________________________________________________________
 ET0917* NAD 83(1992)-  34 24 34.86232(N)    112 14 34.33207(W)     ADJUSTED  
 ET0917* NAVD 88     -      1378.1    (meters)    4521.     (feet)  VERTCON   
 ET0917  ___________________________________________________________________
 ET0917  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ET0917  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0917
 ET0917  HORZ ORDER  -  SECOND
 ET0917
 ET0917.The horizontal coordinates were established by classical geodetic methods
 ET0917.and adjusted by the National Geodetic Survey in August 1993..
 ET0917
 ET0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0917
 ET0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0917
 ET0917.The geoid height was determined by GEOID03.
 ET0917
 ET0917;                    North         East     Units Scale Factor Converg.
 ET0917;SPC AZ C     -   378,142.189   183,372.159   MT  0.99991108   -0 11 03.6
 ET0917;SPC AZ C     - 1,240,623.98    601,614.69   iFT  0.99991108   -0 11 03.6
 ET0917;UTM  12      - 3,808,282.619   385,774.328   MT  0.99976082   -0 42 08.7
 ET0917
 ET0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0917!SPC AZ C     -   0.99978788  x   0.99991108  =   0.99969898
 ET0917!UTM  12      -   0.99978788  x   0.99976082  =   0.99954875
 ET0917
 ET0917|---------------------------------------------------------------------|
 ET0917| PID    Reference Object                     Distance      Geod. Az  |
 ET0917|                                                           dddmmss.s |
 ET0917| CH3018 DANDREA RM 1                         10.080 METERS 14921     |
 ET0917| CH3019 DANDREA RM 2                         10.112 METERS 33056     |
 ET0917| ET0938 POLAND                              APPROX. 5.9 KM 3353426.5 |
 ET0917|---------------------------------------------------------------------|
 ET0917
 ET0917                          SUPERSEDED SURVEY CONTROL
 ET0917
 ET0917  NAD 83(1986)-  34 24 34.85819(N)    112 14 34.33117(W) AD(       ) 2
 ET0917  NAD 27      -  34 24 34.76018(N)    112 14 31.74344(W) AD(       ) 2
 ET0917  NGVD 29 (07/19/86) 1377.3    (m)         4519.     (f) VERT ANG       
 ET0917
 ET0917.Superseded values are not recommended for survey control.
 ET0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0917.See file dsdata.txt to determine how the superseded data were derived.
 ET0917
 ET0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8577408283(NAD 83)
 ET0917_MARKER: DD = SURVEY DISK
 ET0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0917+STABILITY: SURFACE MOTION
 ET0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0917+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 ET0917
 ET0917  HISTORY     - Date     Condition        Report By
 ET0917  HISTORY     - 1980     MONUMENTED       AZDT
 ET0917  HISTORY     - 20030429 GOOD             NGS
 ET0917
 ET0917                          STATION DESCRIPTION
 ET0917
 ET0917'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0917'THE STATION IS LOCATED 16 MILES SOUTHEAST OF PRESCOTT AND 0.7 MILE
 ET0917'NORTHWEST OF MAYER ALONG THE NORTHEAST SIDE OF ARIZONA ROUTE 69.
 ET0917'
 ET0917'THE STATION MARK IS AN ADOT DISK STAMPED DANDREA 1980.  IT IS SET IN
 ET0917'TOP OF A CONCRETE MONUMENT 97 FEET NORTHEAST OF HIGHWAY CENTERLINE. 2
 ET0917'FEET SOUTHWEST OF WITNESS POST.
 ET0917'
 ET0917'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DANDREA RM 1 1980.  IT IS SET
 ET0917'IN TOP OF A CONCRETE MONUMENT.
 ET0917'
 ET0917'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DANDREA RM 2 1980.  IT IS SET
 ET0917'IN TOP OF A CONCRETE MONUMENT.
 ET0917'
 ET0917'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0917'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN LEFT AND
 ET0917'TRAVEL NORTHWEST ALONG SR 69 FOR 1.15 MILES TO THE STATION ON THE
 ET0917'RIGHT ON TOP OF A 3 FOOT HIGHWAY CUT.
 ET0917
 ET0917                          STATION RECOVERY (2003)
 ET0917
 ET0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2269 ***********************************************************************
 DV2269  DESIGNATION -  DANIELS
 DV2269  PID         -  DV2269
 DV2269  STATE/COUNTY-  AZ/MARICOPA
 DV2269  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV2269
 DV2269                         *CURRENT SURVEY CONTROL
 DV2269  ___________________________________________________________________
 DV2269* NAD 83(1992)-  33 56 35.32520(N)    113 05 41.80798(W)     ADJUSTED  
 DV2269* NAVD 88     -       683.0    (meters)    2241.     (feet)  VERTCON   
 DV2269  ___________________________________________________________________
 DV2269  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DV2269  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV2269
 DV2269  HORZ ORDER  -  SECOND
 DV2269
 DV2269.The horizontal coordinates were established by classical geodetic methods
 DV2269.and adjusted by the National Geodetic Survey in August 1993..
 DV2269
 DV2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2269
 DV2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2269
 DV2269.The geoid height was determined by GEOID03.
 DV2269
 DV2269;                    North         East     Units Scale Factor Converg.
 DV2269;SPC AZ C     -   326,973.520   104,440.365   MT  1.00004620   -0 39 28.7
 DV2269;SPC AZ C     - 1,072,747.77    342,652.12   iFT  1.00004620   -0 39 28.7
 DV2269;UTM  12      - 3,757,829.032   306,391.051   MT  1.00006211   -1 10 12.4
 DV2269
 DV2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2269!SPC AZ C     -   0.99989748  x   1.00004620  =   0.99994368
 DV2269!UTM  12      -   0.99989748  x   1.00006211  =   0.99995959
 DV2269
 DV2269|---------------------------------------------------------------------|
 DV2269| PID    Reference Object                     Distance      Geod. Az  |
 DV2269|                                                           dddmmss.s |
 DV2269| CS6624 DANIELS RM 1                         16.512 METERS 17803     |
 DV2269| CS6625 DANIELS RM 2                         10.868 METERS 27643     |
 DV2269|---------------------------------------------------------------------|
 DV2269
 DV2269                          SUPERSEDED SURVEY CONTROL
 DV2269
 DV2269  NAD 83(1986)-  33 56 35.32433(N)    113 05 41.81037(W) AD(       ) 2
 DV2269  NGVD 29 (11/27/91)  682.3    (m)         2239.     (f) VERT ANG       
 DV2269
 DV2269.Superseded values are not recommended for survey control.
 DV2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2269.See file dsdata.txt to determine how the superseded data were derived.
 DV2269
 DV2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0639157829(NAD 83)
 DV2269_MARKER: DS = TRIANGULATION STATION DISK
 DV2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2269+STABILITY: SURFACE MOTION
 DV2269
 DV2269  HISTORY     - Date     Condition        Report By
 DV2269  HISTORY     - 1985     MONUMENTED       AZDT
 DV2269
 DV2269                          STATION DESCRIPTION
 DV2269
 DV2269'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2269'THE STATION IS LOCATED 5 MILES EAST OF AGUILA ALONG THE NORTH SIDE OF
 DV2269'U.S. HIGHWAY 60.
 DV2269'
 DV2269'THE STATION MARK IS AN AZDT DISK STAMPED---DANIELS 1985---.  IT IS SET
 DV2269'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2269'74 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 16 FEET EAST OF A
 DV2269'POWER POLE AND 5 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 DV2269'
 DV2269'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DANIELS RM 1 1985---.  IT
 DV2269'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 20 FEET NORTH OF
 DV2269'THE CENTER LINE OF THE HIGHWAY.
 DV2269'
 DV2269'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DANIELS RM 2 1985---.  IT
 DV2269'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 FOOT SOUTH OF
 DV2269'THE RIGHT OF WAY FENCE.
 DV2269'
 DV2269'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2269'U.S. HIGHWAY 60 FOR 4.35 MILES TO MILE POST 88.85 AND THE STATION ON
 DV2269'THE LEFT JUST WEST OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1534 ***********************************************************************
 DA1534  DESIGNATION -  DARBY
 DA1534  PID         -  DA1534
 DA1534  STATE/COUNTY-  AZ/PIMA
 DA1534  USGS QUAD   -  AJO SOUTH (1990)
 DA1534
 DA1534                         *CURRENT SURVEY CONTROL
 DA1534  ___________________________________________________________________
 DA1534* NAD 83(1992)-  32 21 08.42110(N)    112 49 10.91583(W)     ADJUSTED  
 DA1534* NAVD 88     -       523.9    (meters)    1719.     (feet)  VERTCON   
 DA1534  ___________________________________________________________________
 DA1534  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DA1534  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1534
 DA1534  HORZ ORDER  -  SECOND
 DA1534
 DA1534.The horizontal coordinates were established by classical geodetic methods
 DA1534.and adjusted by the National Geodetic Survey in August 1993..
 DA1534
 DA1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1534
 DA1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1534
 DA1534.The geoid height was determined by GEOID03.
 DA1534
 DA1534;                    North         East     Units Scale Factor Converg.
 DA1534;SPC AZ C     -   150,292.419   128,364.561   MT  0.99998906   -0 28 59.7
 DA1534;SPC AZ C     -   493,085.36    421,143.57   iFT  0.99998906   -0 28 59.7
 DA1534;UTM  12      - 3,580,946.302   328,767.856   MT  0.99996158   -0 58 26.4
 DA1534
 DA1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1534!SPC AZ C     -   0.99992271  x   0.99998906  =   0.99991177
 DA1534!UTM  12      -   0.99992271  x   0.99996158  =   0.99988430
 DA1534
 DA1534|---------------------------------------------------------------------|
 DA1534| PID    Reference Object                     Distance      Geod. Az  |
 DA1534|                                                           dddmmss.s |
 DA1534| CH5059 DARBY RM 1                           12.037 METERS 12714     |
 DA1534| DA1537 AJO 2                               APPROX. 3.9 KM 2142337.0 |
 DA1534| CH5060 DARBY RM 2                           15.988 METERS 30703     |
 DA1534|---------------------------------------------------------------------|
 DA1534
 DA1534                          SUPERSEDED SURVEY CONTROL
 DA1534
 DA1534  NAD 83(1986)-  32 21 08.40805(N)    112 49 10.92198(W) AD(       ) 2
 DA1534  NAD 27      -  32 21 08.19222(N)    112 49 08.38059(W) AD(       ) 2
 DA1534  NGVD 29 (07/19/86)  523.2    (m)         1717.     (f) VERT ANG       
 DA1534
 DA1534.Superseded values are not recommended for survey control.
 DA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1534.See file dsdata.txt to determine how the superseded data were derived.
 DA1534
 DA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2876880946(NAD 83)
 DA1534_MARKER: DD = SURVEY DISK
 DA1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1534
 DA1534  HISTORY     - Date     Condition        Report By
 DA1534  HISTORY     - 1977     MONUMENTED       AZDT
 DA1534  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA1534
 DA1534                          STATION DESCRIPTION
 DA1534
 DA1534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1534'THE STATION IS ABOUT 2.5 MILES EAST SOUTHEAST OF AJO ON THE
 DA1534'LEFT SIDE OF ARIZONA HWY. 85-86 INSIDE THE R/W FENCELINE.
 DA1534'
 DA1534'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DARBY 1977
 DA1534'AND IS SET IN 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 DA1534'WITNESS POST AND SIGN 2.9 FEET TO THE EAST NORTHEAST.  THE STATION
 DA1534'IS 194 FEET NORTHEAST OF HWY. CENTERLINE, 7 FEET WEST OF R/W FENCE
 DA1534'AND 0.5 MILE SOUTHEAST OF DARBY WELL ROAD.
 DA1534'
 DA1534'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DARBY RM
 DA1534'2 1977 AND IS EPOXIED TO EAST HEADWALL OF A CATTLE GUARD AND IS
 DA1534'5 FEET WEST OF R/W FENCE.
 DA1534'
 DA1534'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DARBY RM
 DA1534'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 7 FEET
 DA1534'WEST OF R/W FENCE.
 DA1534'
 DA1534'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTHEAST
 DA1534'ALONG ARIZONA HWY. 85-86 FOR 3 MILES TO MILE POST 45.07 AND THE
 DA1534'STATION ON THE LEFT.
 DA1534'
 DA1534'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1534
 DA1534                          STATION RECOVERY (1999)
 DA1534
 DA1534'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0403 ***********************************************************************
 GQ0403  DESIGNATION -  DARK
 GQ0403  PID         -  GQ0403
 GQ0403  STATE/COUNTY-  AZ/MOHAVE
 GQ0403  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0403
 GQ0403                         *CURRENT SURVEY CONTROL
 GQ0403  ___________________________________________________________________
 GQ0403* NAD 83(1992)-  36 56 29.01718(N)    113 39 53.76624(W)     ADJUSTED  
 GQ0403* NAVD 88     -      1160.3    (meters)    3807.     (feet)  VERTCON   
 GQ0403  ___________________________________________________________________
 GQ0403  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GQ0403  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0403
 GQ0403  HORZ ORDER  -  SECOND
 GQ0403
 GQ0403.The horizontal coordinates were established by classical geodetic methods
 GQ0403.and adjusted by the National Geodetic Survey in November 1997..
 GQ0403
 GQ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0403
 GQ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0403
 GQ0403.The geoid height was determined by GEOID03.
 GQ0403
 GQ0403;                    North         East     Units Scale Factor Converg.
 GQ0403;SPC AZ W     -   658,992.135   220,937.075   MT  0.99993404   +0 03 04.0
 GQ0403;SPC AZ W     - 2,162,047.69    724,859.17   iFT  0.99993404   +0 03 04.0
 GQ0403;SPC UT S     - 3,032,722.860   307,153.640   MT  1.00005859   -1 19 35.1
 GQ0403;UTM  12      - 4,091,689.370   262,678.731   MT  1.00029389   -1 36 08.5
 GQ0403
 GQ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0403!SPC AZ W     -   0.99982180  x   0.99993404  =   0.99975586
 GQ0403!SPC UT S     -   0.99982180  x   1.00005859  =   0.99988038
 GQ0403!UTM  12      -   0.99982180  x   1.00029389  =   1.00011564
 GQ0403
 GQ0403:                Primary Azimuth Mark                     Grid Az
 GQ0403:SPC AZ W     -  LOS ANGELES DENVER AWY BN 36             048 28 06.0
 GQ0403:SPC UT S     -  LOS ANGELES DENVER AWY BN 36             049 50 45.1
 GQ0403:UTM  12      -  LOS ANGELES DENVER AWY BN 36             050 07 18.5
 GQ0403
 GQ0403|---------------------------------------------------------------------|
 GQ0403| PID    Reference Object                     Distance      Geod. Az  |
 GQ0403|                                                           dddmmss.s |
 GQ0403| HO0625 LOS ANGELES DENVER AWY BN 36        APPROX.17.4 KM 0483110.0 |
 GQ0403| HO0621 LOS ANGELES DENVER AWY BN 37        APPROX.22.8 KM 0483100.5 |
 GQ0403| CH3021 DARK RM 1                            10.389 METERS 15230     |
 GQ0403| CH3020 DARK AZ MK                                         1824054.0 |
 GQ0403| CH3022 DARK RM 2                            10.219 METERS 24753     |
 GQ0403|---------------------------------------------------------------------|
 GQ0403
 GQ0403                          SUPERSEDED SURVEY CONTROL
 GQ0403
 GQ0403  NAD 83(1992)-  36 56 29.01586(N)    113 39 53.76866(W) AD(       ) 2
 GQ0403  NAD 83(1986)-  36 56 29.01348(N)    113 39 53.76667(W) AD(       ) 2
 GQ0403  NAD 27      -  36 56 29.08300(N)    113 39 50.91000(W) AD(       ) 2
 GQ0403  NGVD 29 (07/19/86) 1159.5    (m)         3804.     (f) VERT ANG       
 GQ0403
 GQ0403.Superseded values are not recommended for survey control.
 GQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0403.See file dsdata.txt to determine how the superseded data were derived.
 GQ0403
 GQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6267991689(NAD 83)
 GQ0403_MARKER: DS = TRIANGULATION STATION DISK
 GQ0403_SETTING: 80 = SET IN A BOULDER
 GQ0403_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0403
 GQ0403  HISTORY     - Date     Condition        Report By
 GQ0403  HISTORY     - 1953     MONUMENTED       CGS
 GQ0403  HISTORY     - 1960     GOOD             CGS
 GQ0403
 GQ0403                          STATION DESCRIPTION
 GQ0403
 GQ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0403'THE STATION IS ABOUT 14 MILES SOUTH-SOUTHWEST OF ST. GEORGE,
 GQ0403'UTAH, 5 MILES SOUTH OF THE UTAH-ARIZONA STATE LINE AND 5
 GQ0403'MILES WEST OF THE ROAD LEADING FROM ST. GEORGE TO WOLF HOLE.
 GQ0403'IT IS ON THE SUMMIT OF A SHARP BUTTE THAT IS COVERED WITH
 GQ0403'BLACK LAVA ROCK.
 GQ0403'
 GQ0403'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 GQ0403'UTAH, GO EAST FOR 0.7 MILE TO A STREET INTERSECTION.  TURN
 GQ0403'RIGHT AND GO SOUTH AND EAST ON THE MAIN ROAD FOR 2.1 MILES
 GQ0403'TO A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN
 GQ0403'RIVER.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE MAIN
 GQ0403'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0403'1.4 MILES SOUTH TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 GQ0403'SOUTH ON THE ROAD TO WOLF HOLE FOR 3.7 MILES TO THE CATTLE
 GQ0403'GUARD AT THE UTAH-ARIZONA STATE LINE.  CONTINUE SOUTH FOR
 GQ0403'0.5 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT, TAKE THE
 GQ0403'RIGHT FORK, AND FOLLOW THE TRACK ROAD WEST FOR 2.8 MILES
 GQ0403'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE 0.3 MILE TO A
 GQ0403'GATE.  PASS THROUGH THE GATE, TURN LEFT, AND CONTINUE
 GQ0403'SOUTH ALONG THE FENCE LINE FOR 0.8 MILE TO A FORK.  TAKE
 GQ0403'THE RIGHT FORK, SOUTHWESTERLY, FOR 2.5 MILES TO A FORK.
 GQ0403'TAKE THE RIGHT FORK AND CONTINUE 1.8 MILES TO A DIM FORK ON
 GQ0403'THE RIGHT.  TURN RIGHT AND FOLLOW THE DIM ROAD WESTERLY
 GQ0403'AND NORTHERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 GQ0403'LEFT.  CONTINUE NORTHERLY FOR 0.5 MILE TO THE END OF TRUCK
 GQ0403'TRAVEL, ABOUT 150 YARDS WEST OF THE STATION SUMMIT.
 GQ0403'
 GQ0403'THE STATION MARK IS A STANDARD DISK STAMPED DARK 1953.  IT IS
 GQ0403'SET IN 1-FOOT DIAMETER BOULDER THAT IS FLUSH WITH THE SURFACE
 GQ0403'OF THE GROUND.  IT IS ON THE NORTH PORTION OF THE SUMMIT AND
 GQ0403'IS 7 FEET NORTH OF A WHITE WITNESS POST.
 GQ0403'
 GQ0403'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DARK NO 1 1953.
 GQ0403'IT IS ON THE CREST OF THE SUMMIT AND SET IN A BOULDER THAT
 GQ0403'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND.
 GQ0403'
 GQ0403'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DARK NO 2 1953.
 GQ0403'IT IS SET IN A BOULDER THAT PROJECTS 14 INCHES ABOVE THE
 GQ0403'GROUND.  IT IS ON THE WEST SLOPE OF THE SUMMIT AND ABOUT 4
 GQ0403'FEET LOWER THAN THE STATION MARK.
 GQ0403'
 GQ0403'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DARK 1953.  IT
 GQ0403'IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT
 GQ0403'IS ON THE SUMMIT OF A LOW HILL, ABOUT 300 FEET NORTH OF A
 GQ0403'WATERING TROUGH, 13 FEET WEST OF THE CENTER LINE OF THE
 GQ0403'ROAD AND 4.2 FEET WEST OF A WHITE WITNESS POST.
 GQ0403
 GQ0403                          STATION RECOVERY (1960)
 GQ0403
 GQ0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0403'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GQ0403'DUE TO ROAD CONSTRUCTION THE ORIGINAL DESCRIPTION TO REACH
 GQ0403'THE STATION IS INADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GQ0403'DESCRIPTION TO REACH THE STATION.
 GQ0403'
 GQ0403'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH BY GOING
 GQ0403'EAST ON TABERNACLE STREET FOR 0.7 MILE TO INTERSECTION WITH
 GQ0403'EAST STREET, TURN RIGHT ON EAST STREET AND FOLLOW MACADAM
 GQ0403'ROAD SOUTHERLY FOR 8.7 MILES TO THE ARIZONA-UTAH STATE LINE,
 GQ0403'CONTINUE SOUTH ON DIRT ROAD FOR 0.5 MILE TO FORKS, TAKE RIGHT
 GQ0403'FORK AND FOLLOW DESERT ROAD WESTERLY FOR 2.6 MILES TO A GATE,
 GQ0403'AND PASS THROUGH GATE AND CONTINUE ON DESERT ROAD FOR 0.6 MILE
 GQ0403'TO FORKS, TAKE LEFT FORK WESTERLY 1.9 MILES TO FORKS, TAKE
 GQ0403'RIGHT FORK FOR 1.8 MILES TO DIM FORKS ON THE RIGHT, TAKE
 GQ0403'RIGHT FORK, WESTERLY, FOR 0.75 MILE TO TOP OF SMALL RISE AND
 GQ0403'THE AZIMUTH MARK ON THE LEFT, CONTINUE ON TRACK ROAD FOR
 GQ0403'0.6 MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 GQ0403'EASTERLY TO TOP OF HILL AND STATION ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0898 ***********************************************************************
 FQ0898  DESIGNATION -  DARK MESA
 FQ0898  PID         -  FQ0898
 FQ0898  STATE/COUNTY-  AZ/NAVAJO
 FQ0898  USGS QUAD   -  WINSLOW NW (1986)
 FQ0898
 FQ0898                         *CURRENT SURVEY CONTROL
 FQ0898  ___________________________________________________________________
 FQ0898* NAD 83(1992)-  35 13 38.74122(N)    110 37 41.83087(W)     ADJUSTED  
 FQ0898* NAVD 88     -      1570.8    (meters)    5154.     (feet)  VERTCON   
 FQ0898  ___________________________________________________________________
 FQ0898  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FQ0898  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0898
 FQ0898  HORZ ORDER  -  THIRD
 FQ0898
 FQ0898.The horizontal coordinates were established by classical geodetic methods
 FQ0898.and adjusted by the National Geodetic Survey in August 1993..
 FQ0898
 FQ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0898
 FQ0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0898
 FQ0898.The geoid height was determined by GEOID03.
 FQ0898
 FQ0898;                    North         East     Units Scale Factor Converg.
 FQ0898;SPC AZ E     -   468,900.814   171,340.562   MT  0.99992175   -0 15 58.6
 FQ0898;SPC AZ E     - 1,538,388.50    562,140.95   iFT  0.99992175   -0 15 58.6
 FQ0898;UTM  12      - 3,898,327.743   533,825.447   MT  0.99961410   +0 12 51.9
 FQ0898
 FQ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0898!SPC AZ E     -   0.99975725  x   0.99992175  =   0.99967902
 FQ0898!UTM  12      -   0.99975725  x   0.99961410  =   0.99937144
 FQ0898
 FQ0898|---------------------------------------------------------------------|
 FQ0898| PID    Reference Object                     Distance      Geod. Az  |
 FQ0898|                                                           dddmmss.s |
 FQ0898| CR9960 DARK MESA RM 1                        5.541 METERS 04107     |
 FQ0898| FQ0753 MESA SPUR                           APPROX.20.5 KM 2520237.5 |
 FQ0898| CR9961 DARK MESA RM 2                        7.120 METERS 31537     |
 FQ0898|---------------------------------------------------------------------|
 FQ0898
 FQ0898                          SUPERSEDED SURVEY CONTROL
 FQ0898
 FQ0898  NAD 83(1986)-  35 13 38.73714(N)    110 37 41.83484(W) AD(       ) 3
 FQ0898  NGVD 29 (02/23/90) 1570.0    (m)         5151.     (f) VERT ANG       
 FQ0898
 FQ0898.Superseded values are not recommended for survey control.
 FQ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0898.See file dsdata.txt to determine how the superseded data were derived.
 FQ0898
 FQ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3382598328(NAD 83)
 FQ0898_MARKER: DS = TRIANGULATION STATION DISK
 FQ0898_SETTING: 0 = UNSPECIFIED SETTING
 FQ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0898
 FQ0898  HISTORY     - Date     Condition        Report By
 FQ0898  HISTORY     - 1955     MONUMENTED       USGS
 FQ0898
 FQ0898                          STATION DESCRIPTION
 FQ0898
 FQ0898'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0898'LOCATED ABOUT 15.0 MI N. OF WINSLOW.  ON SOUTH END OF SMALL
 FQ0898'DETACHED MESA.
 FQ0898'
 FQ0898'TO REACH FROM WINSLOW POST OFFICE, DRIVE 1 BLOCK S. AND TURN E.
 FQ0898'ON U.S. HWY. 66 3.4 MI TO MINNETONKA TRADING POST.  TURN LEFT 19.2
 FQ0898'MI N. ON GRADED RD. TO POLACCA-DILKON RD. FORKS.  TAKE LEFT FORK
 FQ0898'(POLACCA) 11.7 MI TO DILKON-LEUPP RD.  TURN HARD LEFT TOWARDS
 FQ0898'LEUPP 7.3 MI TO WHITE WOODEN BRIDGE, CONTINUE 0.5 MI.  TURN OFF
 FQ0898'LEFT ON TRACK RD. 1.2 MI.  TAKE RIGHT FORK 0.8 MI.  TAKE RIGHT FORK
 FQ0898'1.0 MI JOINING TRACK RD. FROM RIGHT.  CONTINUE 0.2 MI SW. TAKING
 FQ0898'LEFT FORK (RIGHT FORK GOES TO STATION POINT).  DROP OVER EDGE OF
 FQ0898'MESA.  FOLLOW MAIN-TRAVELED RD. 3.2 MI IN SOUTHWESTERLY DIRECTION
 FQ0898'TO EDGE OF MESA (TRACK RIGHT GOES TO STATION VIEW).  DROP OVER
 FQ0898'EDGE OF LARGE MESA AND CONTINUE 1.7 MI.  TAKE LEFT FORK 0.2 MI
 FQ0898'PASSING THROUGH HOGAN AND CONTINUE 1.0 MI.  LEAVE MAIN-TRAVELED
 FQ0898'TRACK RD. TAKING LEFT FORK S., CONTINUE 0.5 MI S. JOINING RD.
 FQ0898'FROM RIGHT, CONTINUE 0.4 MI.  TAKE LEFT FORK 0.5 MI JOINING RD.
 FQ0898'FROM RIGHT.  FOLLOW TRACK RD. 0.1 MI SE. PASSING HOGAN RIGHT,
 FQ0898'CONTINUE 1.2 MI SE.  TAKE RIGHT FORK OF FORK N. AND CONTINUE SE.
 FQ0898'0.6 MI JOINING TRACK RD. FROM RIGHT.  CONTINUE 0.8 MI TO DIRT
 FQ0898'RESERVOIR.  TAKE LEFT TRACK BEARING N. 0.3 MI JOINING RD. FROM
 FQ0898'RIGHT, CONTINUE 0.2 MI N.  TAKE RIGHT FORK 0.9 MI N. ON TRACK RD.
 FQ0898'TO EDGE OF MESA.  LEAVE TRUCK AT BASE AND WALK TO TOP. A 5-MINUTE
 FQ0898'PACK.
 FQ0898'
 FQ0898'STATION MARK--STANDARD TABLET STAMPED---DARK MESA 1955---, CEMENTED
 FQ0898'IN 5-INCH SEWER PIPE FLUSH WITH GROUND.
 FQ0898'
 FQ0898'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, CEMENTED IN 4-INCH
 FQ0898'SEWER PIPE.
 FQ0898'
 FQ0898'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, CEMENTED IN 4-INCH
 FQ0898'SEWER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0413 ***********************************************************************
 CF0413  DESIGNATION -  DARNELL
 CF0413  PID         -  CF0413
 CF0413  STATE/COUNTY-  AZ/COCHISE
 CF0413  USGS QUAD   -  PORTAL PEAK (1987)
 CF0413
 CF0413                         *CURRENT SURVEY CONTROL
 CF0413  ___________________________________________________________________
 CF0413* NAD 83(1992)-  31 49 18.06296(N)    109 08 30.25146(W)     ADJUSTED  
 CF0413* NAVD 88     -      2257.8    (meters)    7407.     (feet)  VERTCON   
 CF0413  ___________________________________________________________________
 CF0413  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 CF0413  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CF0413
 CF0413  HORZ ORDER  -  THIRD
 CF0413
 CF0413.The horizontal coordinates were established by classical geodetic methods
 CF0413.and adjusted by the National Geodetic Survey in August 1993..
 CF0413
 CF0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0413
 CF0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0413
 CF0413.The geoid height was determined by GEOID03.
 CF0413
 CF0413;                    North         East     Units Scale Factor Converg.
 CF0413;SPC AZ E     -    91,554.027   310,388.447   MT  1.00001607   +0 32 25.7
 CF0413;SPC AZ E     -   300,374.10  1,018,334.80   iFT  1.00001607   +0 32 25.7
 CF0413;UTM  12      - 3,522,175.163   675,875.557   MT  0.99998150   +0 58 48.3
 CF0413
 CF0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0413!SPC AZ E     -   0.99964971  x   1.00001607  =   0.99966578
 CF0413!UTM  12      -   0.99964971  x   0.99998150  =   0.99963122
 CF0413
 CF0413|---------------------------------------------------------------------|
 CF0413| PID    Reference Object                     Distance      Geod. Az  |
 CF0413|                                                           dddmmss.s |
 CF0413| CS7400 DARNELL RM 2                          5.100 METERS 07734     |
 CF0413| CF0409 2 59A                               APPROX.15.0 KM 2435823.6 |
 CF0413| CS7399 DARNELL RM 1                          4.250 METERS 29505     |
 CF0413|---------------------------------------------------------------------|
 CF0413
 CF0413                          SUPERSEDED SURVEY CONTROL
 CF0413
 CF0413  NAD 83(1986)-  31 49 18.06151(N)    109 08 30.24389(W) AD(       ) 3
 CF0413  NGVD 29 (02/25/92) 2256.9    (m)         7405.     (f) VERT ANG       
 CF0413
 CF0413.Superseded values are not recommended for survey control.
 CF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0413.See file dsdata.txt to determine how the superseded data were derived.
 CF0413
 CF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7587622175(NAD 83)
 CF0413_MARKER: DS = TRIANGULATION STATION DISK
 CF0413_SETTING: 80 = SET IN A BOULDER
 CF0413_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0413+STABILITY: SURFACE MOTION
 CF0413
 CF0413  HISTORY     - Date     Condition        Report By
 CF0413  HISTORY     - 1957     MONUMENTED       USGS
 CF0413
 CF0413                          STATION DESCRIPTION
 CF0413
 CF0413'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0413'LOCATED ABOUT 33 MI. N. OF US-MEXICO BORDER, 5.5 MI W. OF AZ-NM
 CF0413'STATE LINE.  ON WEST ONE OF TWO SMALL BRUSHY TOPS.  THERE IS A HIGHER
 CF0413'ROCKY RIDGE SW. OF STATION.
 CF0413'
 CF0413'TO REACH FROM RODEO, NM, DRIVE SW. ON U.S. HWY. 80 1.9 MI. TO
 CF0413'NM-AZ STATE LINE, THENCE N. ON DIRT RD. ALONG STATE LINE 0.2
 CF0413'MI TO RD. FORKS.  TAKE LEFT FORK 1.3 MI TO RD. FORKS, CONTINUE
 CF0413'STRAIGHT AHEAD 0.5 MI TO Y-RD. FORK.  TAKE RIGHT FORK 0.2 MI
 CF0413'PASSING TO RIGHT OF HOUSE, CONTINUE ABOUT 2 MI ON MAIN RD. TO FENCE
 CF0413'AND CATTLEGUARD.  LEAVE RD. AND DRIVE CROSS-COUNTRY (SW.) TOWARDS
 CF0413'FIRST DRAIN S. OF SULPHUR DRAE 1.1 MI TO FOREST BOUNDARY FENCE.
 CF0413'WALK UP DRAIN TO RIDGE, THENCE W. ALONG RIDGE TO DOUBLE TOP AND
 CF0413'STATION.  ABOUT A 4-HOUR WALK.
 CF0413'
 CF0413'STATION MARK IS A STANDARD TABLET STAMPED---DARNELL 1957---,
 CF0413'CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER.
 CF0413'
 CF0413'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0413'IN DRILL HOLE IN EMBEDDED BOULDER.
 CF0413'
 CF0413'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0413'IN DRILL HOLE IN EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1056 ***********************************************************************
 ET1056  DESIGNATION -  DATE
 ET1056  PID         -  ET1056
 ET1056  STATE/COUNTY-  AZ/LA PAZ
 ET1056  USGS QUAD   -  SMITH PEAK NW (1967)
 ET1056
 ET1056                         *CURRENT SURVEY CONTROL
 ET1056  ___________________________________________________________________
 ET1056* NAD 83(1992)-  34 09 29.56648(N)    113 29 03.11246(W)     ADJUSTED  
 ET1056* NAVD 88     -       550.9    (meters)    1807.     (feet)  VERTCON   
 ET1056  ___________________________________________________________________
 ET1056  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET1056  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET1056
 ET1056  HORZ ORDER  -  FIRST
 ET1056
 ET1056.The horizontal coordinates were established by classical geodetic methods
 ET1056.and adjusted by the National Geodetic Survey in August 1993..
 ET1056
 ET1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1056
 ET1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1056
 ET1056.The geoid height was determined by GEOID03.
 ET1056
 ET1056;                    North         East     Units Scale Factor Converg.
 ET1056;SPC AZ W     -   350,245.270   237,868.849   MT  0.99994074   +0 08 57.3
 ET1056;SPC AZ W     - 1,149,098.65    780,409.61   iFT  0.99994074   +0 08 57.3
 ET1056;UTM  12      - 3,782,487.140   270,989.177   MT  1.00024654   -1 23 43.6
 ET1056
 ET1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1056!SPC AZ W     -   0.99991822  x   0.99994074  =   0.99985897
 ET1056!UTM  12      -   0.99991822  x   1.00024654  =   1.00016474
 ET1056
 ET1056:                Primary Azimuth Mark                     Grid Az
 ET1056:SPC AZ W     -  DATE AZ MK                               037 40 17.4
 ET1056:UTM  12      -  DATE AZ MK                               039 12 58.3
 ET1056
 ET1056|---------------------------------------------------------------------|
 ET1056| PID    Reference Object                     Distance      Geod. Az  |
 ET1056|                                                           dddmmss.s |
 ET1056| CH3023 DATE AZ MK                                         0374914.7 |
 ET1056| ET0653 C 12                                  9.467 METERS 20658     |
 ET1056| CH3024 DATE RM 1                             8.553 METERS 31900     |
 ET1056|---------------------------------------------------------------------|
 ET1056
 ET1056                          SUPERSEDED SURVEY CONTROL
 ET1056
 ET1056  NAD 83(1986)-  34 09 29.56362(N)    113 29 03.11896(W) AD(       ) 1
 ET1056  NAD 27      -  34 09 29.48400(N)    113 29 00.38400(W) AD(       ) 1
 ET1056  NGVD 29 (07/19/86)  550.2    (m)         1805.     (f) VERT ANG       
 ET1056
 ET1056.Superseded values are not recommended for survey control.
 ET1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1056.See file dsdata.txt to determine how the superseded data were derived.
 ET1056
 ET1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7098982487(NAD 83)
 ET1056_MARKER: DS = TRIANGULATION STATION DISK
 ET1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1056
 ET1056  HISTORY     - Date     Condition        Report By
 ET1056  HISTORY     - 1948     MONUMENTED       CGS
 ET1056  HISTORY     - 1955     GOOD             CGS
 ET1056  HISTORY     - 20010730 GOOD             NGS
 ET1056
 ET1056                          STATION DESCRIPTION
 ET1056
 ET1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1056'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE NORTH-NORTHEAST
 ET1056'OF WENDEN AND ABOUT 10 MILES AIRLINE SOUTHEAST OF ALAMO CROSSING
 ET1056'ON THE EAST SIDE OF THE DIVIDE SOUTH OF BUCKSKIN MOUNTAIN.
 ET1056'THE STATION MARK PROJECTS 6 INCHES, IS SET 33 FEET NORTHWEST
 ET1056'OF THE CENTERLINE OF THE ROAD AND 8 FEET SOUTHEAST OF A WHITE
 ET1056'WITNESS POST.  IT IS STAMPED, DATE 1948.
 ET1056'
 ET1056'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 ET1056'AS THE STATION MARK AND IS STAMPED, DATE NO 1 1948.
 ET1056'
 ET1056'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BENCH MARK, PROJECTING
 ET1056'6 INCHES, SET 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET1056'IT IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 ET1056'C 12 1927 1805.534.
 ET1056'
 ET1056'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET ON A WHITE COLORED
 ET1056'RIDGE 36 FEET WEST OF THE CENTERLINE OF ROAD AND 4 FEET NORTH
 ET1056'OF A WHITE WITNESS POST.  IT IS STAMPED, DATE 1948.
 ET1056'
 ET1056'TO REACH THE STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1056'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO RIGHT
 ET1056'6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 8.2 MILES
 ET1056'TO THE STATION ON LEFT.  A DRIVE STATION.
 ET1056'
 ET1056'A TRAVERSE AND LEVEL CONNECTION WAS MADE TO BENCH MARK C 12 1927.
 ET1056
 ET1056                          STATION RECOVERY (1955)
 ET1056
 ET1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1056'THE STATION MARK, THE REFERNCE MARKS AND THE AZIMUTH MARK WERE
 ET1056'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 ET1056'ADEQUATE.
 ET1056
 ET1056                          STATION RECOVERY (2001)
 ET1056
 ET1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET1056'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1238 ***********************************************************************
 DA1238  DESIGNATION -  DATELAND
 DA1238  PID         -  DA1238
 DA1238  STATE/COUNTY-  AZ/YUMA
 DA1238  USGS QUAD   -  AZTEC HILLS (1982)
 DA1238
 DA1238                         *CURRENT SURVEY CONTROL
 DA1238  ___________________________________________________________________
 DA1238* NAD 83(1992)-  32 48 47.87611(N)    113 29 46.84016(W)     ADJUSTED  
 DA1238* NAVD 88     -       145.21   (+/-2cm)     476.4    (feet)  VERTCON   
 DA1238  ___________________________________________________________________
 DA1238  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DA1238  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA1238
 DA1238  HORZ ORDER  -  SECOND
 DA1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1238
 DA1238.The horizontal coordinates were established by classical geodetic methods
 DA1238.and adjusted by the National Geodetic Survey in August 1993..
 DA1238
 DA1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1238.The vertical order pertains to the NGVD 29 superseded value.
 DA1238
 DA1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1238
 DA1238.The geoid height was determined by GEOID03.
 DA1238
 DA1238;                    North         East     Units Scale Factor Converg.
 DA1238;SPC AZ W     -   201,083.136   237,113.171   MT  0.99994029   +0 08 14.8
 DA1238;SPC AZ W     -   659,721.57    777,930.35   iFT  0.99994029   +0 08 14.8
 DA1238;SPC AZ C     -   202,153.185    65,430.891   MT  1.00016975   -0 51 22.3
 DA1238;SPC AZ C     -   663,232.23    214,668.28   iFT  1.00016975   -0 51 22.3
 DA1238;UTM  12      - 3,633,349.717   266,281.239   MT  1.00027359   -1 21 12.2
 DA1238
 DA1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1238!SPC AZ W     -   0.99998226  x   0.99994029  =   0.99992255
 DA1238!SPC AZ C     -   0.99998226  x   1.00016975  =   1.00015201
 DA1238!UTM  12      -   0.99998226  x   1.00027359  =   1.00025585
 DA1238
 DA1238:                Primary Azimuth Mark                     Grid Az
 DA1238:SPC AZ W     -  AZTEC                                    153 02 53.5
 DA1238:SPC AZ C     -  AZTEC                                    154 02 30.6
 DA1238:UTM  12      -  AZTEC                                    154 32 20.5
 DA1238
 DA1238|---------------------------------------------------------------------|
 DA1238| PID    Reference Object                     Distance      Geod. Az  |
 DA1238|                                                           dddmmss.s |
 DA1238| DA1406 AZTEC                               APPROX. 2.3 KM 1531108.3 |
 DA1238| DA1234 DATELAND RM 2                        19.975 METERS 24451     |
 DA1238| DA1237 DATELAND RM 1                        16.200 METERS 33930     |
 DA1238|---------------------------------------------------------------------|
 DA1238
 DA1238                          SUPERSEDED SURVEY CONTROL
 DA1238
 DA1238  NAD 83(1986)-  32 48 47.87045(N)    113 29 46.84612(W) AD(       ) 2
 DA1238  NAD 27      -  32 48 47.69600(N)    113 29 44.15200(W) AD(       ) 2
 DA1238  NGVD 29 (??/??/92)  144.65   (m)          474.6    (f) COMPUTED    1 2
 DA1238
 DA1238.Superseded values are not recommended for survey control.
 DA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1238.See file dsdata.txt to determine how the superseded data were derived.
 DA1238
 DA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6628133350(NAD 83)
 DA1238_MARKER: DS = TRIANGULATION STATION DISK
 DA1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1238
 DA1238  HISTORY     - Date     Condition        Report By
 DA1238  HISTORY     - 1934     MONUMENTED       CGS
 DA1238  HISTORY     - 1952     GOOD             CGS
 DA1238  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1238
 DA1238                          STATION DESCRIPTION
 DA1238
 DA1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1238'STATION IS LOCATED ABOUT 100 FEET ON THE LEFT SIDE OF U.S. HIGHWAY
 DA1238'80, 3 MILES E OF DATELAND AND ABOUT 2 MILES W OF AZTEC.
 DA1238'
 DA1238'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1238'DISKS SET IN CONCRETE.
 DA1238'
 DA1238'TO REACH FROM DATELAND, GO E ON U.S. HIGHWAY 80 FOR 3 MILES,
 DA1238'AND TURN LEFT OFF THE HIGHWAY WHERE STATION WILL BE FOUND
 DA1238'ABOUT 100 FEET FROM THE ROAD ON THE N SIDE.
 DA1238
 DA1238                          STATION RECOVERY (1952)
 DA1238
 DA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1238'STATION IS LOCATED 2.9 MILES W ALONG U.S. HIGHWAY 80 FROM THE
 DA1238'SOUTHERN PACIFIC COMPANY RAILROAD WATER TANK AT AZTEC.
 DA1238'
 DA1238'STATION MARK IS A STANDARD STATION DISK, STAMPED DATELAND 1934,
 DA1238'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA1238'GROUND, 60 FEET NW OF THE CENTER LINE OF THE HIGHWAY, 61.9 FEET
 DA1238'NE OF REFERENCE MARK 2, 52 FEET SE OF REFERENCE MARK 1, 1.9 FEET
 DA1238'SE OF A WITNESS POST, AND ABOUT 0.6 FOOT LOWER THAN THE HIGHWAY.
 DA1238'
 DA1238'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DA1238'DATELAND R.M. NO 1 1934, SET IN THE TOP OF A CONCRETE POST
 DA1238'PROJECTING 0.4 FOOT ABOVE THE GROUND, 112.5 FEET NW OF THE
 DA1238'CENTER LINE OF THE HIGHWAY, 87 FEET N OF REFERENCE MARK 2,
 DA1238'52.5 FEET NW OF THE STATION, AND 0.6 FOOT LOWER THAN THE
 DA1238'HIGHWAY.
 DA1238'
 DA1238'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 DA1238'DATELAND R.M. NO 2 1934, SET IN THE TOP OF A CONCRETE POST
 DA1238'PROJECTING 0.4 FOOT ABOVE THE GROUND, 58 FEET NW OF THE CENTER
 DA1238'LINE OF THE HIGHWAY, 87 FEET S OF REFERENCE MARK 1, 61.9 FEET
 DA1238'SW OF THE STATION, AND 0.6 FOOT LOWER THAN THE HIGHWAY.
 DA1238
 DA1238                          STATION RECOVERY (1960)
 DA1238
 DA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1238'STATION AND REFERENCE MARKS 1 AND 2 WERE DESTROYED DUE TO
 DA1238'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5115 ***********************************************************************
 AI5115  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5115  FBN         -  This is a Federal Base Network Control Station.
 AI5115  DESIGNATION -  DAVIAN
 AI5115  PID         -  AI5115
 AI5115  STATE/COUNTY-  AZ/MOHAVE
 AI5115  USGS QUAD   -  MT TRUMBULL SE (1967)
 AI5115
 AI5115                         *CURRENT SURVEY CONTROL
 AI5115  ___________________________________________________________________
 AI5115* NAD 83(1992)-  36 17 09.39741(N)    113 03 55.75945(W)     ADJUSTED  
 AI5115* NAVD 88     -      1451.59   (meters)    4762.4    (feet)  GPS OBS   
 AI5115  ___________________________________________________________________
 AI5115  EPOCH DATE  -        1999.37
 AI5115  X           -  -2,017,069.741 (meters)                     COMP
 AI5115  Y           -  -4,736,857.958 (meters)                     COMP
 AI5115  Z           -   3,754,659.185 (meters)                     COMP
 AI5115  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AI5115  ELLIP HEIGHT-        1427.85  (meters)          (05/16/00) GPS OBS
 AI5115  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AI5115
 AI5115  HORZ ORDER  -  A
 AI5115  ELLP ORDER  -  FOURTH    CLASS I
 AI5115
 AI5115.The horizontal coordinates were established by GPS observations
 AI5115.and adjusted by the National Geodetic Survey in May 2000..
 AI5115.The horizontal coordinates are valid at the epoch date displayed above.
 AI5115.The epoch date for horizontal control is a decimal equivalence
 AI5115.of Year/Month/Day.
 AI5115
 AI5115.The orthometric height was determined by GPS observations and a
 AI5115.high-resolution geoid model using precise GPS observation and
 AI5115.processing techniques.
 AI5115
 AI5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5115
 AI5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5115
 AI5115.The ellipsoidal height was determined by GPS observations
 AI5115.and is referenced to NAD 83.
 AI5115
 AI5115.The geoid height was determined by GEOID03.
 AI5115
 AI5115;                    North         East     Units Scale Factor Converg.
 AI5115;SPC AZ W     -   586,475.438   274,850.831   MT  0.99997990   +0 24 18.4
 AI5115;SPC AZ W     - 1,924,132.01    901,741.57   iFT  0.99997990   +0 24 18.4
 AI5115;UTM  12      - 4,017,643.792   314,504.620   MT  1.00002396   -1 13 21.9
 AI5115
 AI5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5115!SPC AZ W     -   0.99977596  x   0.99997990  =   0.99975586
 AI5115!UTM  12      -   0.99977596  x   1.00002396  =   0.99979991
 AI5115
 AI5115                          SUPERSEDED SURVEY CONTROL
 AI5115
 AI5115.No superseded survey control is available for this station.
 AI5115
 AI5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1450517644(NAD 83)
 AI5115_MARKER: DD = SURVEY DISK
 AI5115_SETTING: 66 = SET IN ROCK OUTCROP
 AI5115_STAMPING: DAVIAN 1999
 AI5115_MARK LOGO: NONE  
 AI5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5115+STABILITY: POSITION/ELEVATION WELL
 AI5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5115+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AI5115
 AI5115  HISTORY     - Date     Condition        Report By
 AI5115  HISTORY     - 1999     MONUMENTED       NGS
 AI5115  HISTORY     - 19990607 GOOD             NGS
 AI5115  HISTORY     - 20010321 GOOD             NGS
 AI5115  HISTORY     - 20030529 GOOD             GRANCN
 AI5115  HISTORY     - 20050401 GOOD             GRANCN
 AI5115
 AI5115                          STATION DESCRIPTION
 AI5115
 AI5115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (DHM)
 AI5115'THE STATION IS LOCATED AT THE NATIONAL PARK SERVICES RANGER STATION
 AI5115'FOR THE TUWEEP AREA OF THE GRAND CANYON NATIONAL PARK.  IT IS 55
 AI5115'AIRLINE MILES SOUTHWEST OF FREDONIA, ARIZONA.  TO REACH THE STATION
 AI5115'FROM WHERE STATE ROUTE 389 CROSSES KANAB CREEK (THE COUNTY BOUNDARY
 AI5115'BETWEEN MOHAVE AND COCONINO COUNTIES) ON THE SOUTHWEST CITY LIMIT OF
 AI5115'FREDONIA, AZ PROCEED WESTERLY FOR 7.7 MILES (12.4 KM) TO MOHAVE COUNTY
 AI5115'ROAD 109.  TURN LEFT AND GO SOUTH ON ROAD 109 FOR 39.7 MILES (63.9 KM)
 AI5115'TO COUNTY ROAD 115.  BEAR LEFT ONTO COUNTY ROAD 115 AND PROCEED FOR
 AI5115'6.8 MILES (10.9 KM) TO THE BOUNDARY OF THE GRAND CANYON NATIONAL PARK.
 AI5115'CONTINUE FOR 0.7 MILES (1.1 KM) TO THE STATION ON THE LEFT.  THE
 AI5115'STATION IS 0.05 MILES (0.08 KM) BEYOND THE RANGER STATION ON THE ROAD
 AI5115'TO TOROWEAP OVERLOOK.  THE STATION IS A STANDARD HORIZONTAL CONTROL
 AI5115'DISK STAMPED DAVIAN 1999, SET IN A DRILL HOLE IN A ROCK OUTCROP, 80.6
 AI5115'FEET (24.6 M) FROM THE EDGE OF FHE ROAD LEADING TO TOROWEAP OVERLOOK
 AI5115'AND APPROXIMATELY 20 FEET (6.1 M) ABOVE THE ROAD. IT IS 13.8 FEET (4.2
 AI5115'M) ON A BEARING OF 285 DEGREES MAGNETIC FROM A WITNESS SIGN ON A 12
 AI5115'FOOT (3.7 M) TALL DEAD JUNIPER TREE, 28.3 FEET (8.6 M) ON A MAGNETIC
 AI5115'BEARING OF 108 DEGREES FROM THE CENTER OF A FOUNDATION REMNANT ATOP A
 AI5115'PROMINENT ROCK OUTCROP (APPROXIMATELY 13 FEET (4.0 M) TALL AND 20 FOOT
 AI5115'(6.1 M) IN DIAMETER AT THE BASE) , AND 95 FEET (29.0 M) ON A MAGNETIC
 AI5115'BEARING OF 219 DEGREES FROM THE SOUTHERNMOST CORNER OF THE GENERATOR
 AI5115'SHED (THE MOST WESTERLY OF THE RANGER STATION BUILDINGS) .  DESCRIBED
 AI5115'BY DAVID (AND MARIAN) MINKEL.
 AI5115
 AI5115                          STATION RECOVERY (1999)
 AI5115
 AI5115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5115'RECOVERED AS DESCRIBED.
 AI5115
 AI5115                          STATION RECOVERY (2001)
 AI5115
 AI5115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 AI5115'RECOVERED IN GOOD CONDITION.
 AI5115
 AI5115                          STATION RECOVERY (2003)
 AI5115
 AI5115'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 AI5115'RECOVERED AS DESCRIBED.
 AI5115
 AI5115                          STATION RECOVERY (2005)
 AI5115
 AI5115'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 AI5115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0362 ***********************************************************************
 CG0362  DESIGNATION -  DAVID
 CG0362  PID         -  CG0362
 CG0362  STATE/COUNTY-  AZ/PIMA
 CG0362  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0362
 CG0362                         *CURRENT SURVEY CONTROL
 CG0362  ___________________________________________________________________
 CG0362* NAD 83(1992)-  31 57 36.17597(N)    110 39 33.68342(W)     ADJUSTED  
 CG0362* NAVD 88     -      1155.40   (+/-2cm)    3790.7    (feet)  VERTCON   
 CG0362  ___________________________________________________________________
 CG0362  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CG0362  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0362
 CG0362  HORZ ORDER  -  SECOND
 CG0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0362
 CG0362.The horizontal coordinates were established by classical geodetic methods
 CG0362.and adjusted by the National Geodetic Survey in August 1993..
 CG0362
 CG0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0362.The vertical order pertains to the NGVD 29 superseded value.
 CG0362
 CG0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0362
 CG0362.The geoid height was determined by GEOID03.
 CG0362
 CG0362;                    North         East     Units Scale Factor Converg.
 CG0362;SPC AZ C     -   107,127.763   332,211.015   MT  1.00007415   +0 39 56.2
 CG0362;SPC AZ C     -   351,469.04  1,089,931.15   iFT  1.00007415   +0 39 56.2
 CG0362;UTM  12      - 3,536,058.078   532,189.626   MT  0.99961278   +0 10 49.1
 CG0362
 CG0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0362!SPC AZ C     -   0.99982306  x   1.00007415  =   0.99989720
 CG0362!UTM  12      -   0.99982306  x   0.99961278  =   0.99943591
 CG0362
 CG0362|---------------------------------------------------------------------|
 CG0362| PID    Reference Object                     Distance      Geod. Az  |
 CG0362|                                                           dddmmss.s |
 CG0362| CG0361 DAVID RM 1                            9.020 METERS 01422     |
 CG0362| CG1043 DAVID AZ MK                         APPROX. 0.6 KM 1281145.2 |
 CG0362| CG0363 DAVID RM 2                           10.222 METERS 27428     |
 CG0362|---------------------------------------------------------------------|
 CG0362
 CG0362                          SUPERSEDED SURVEY CONTROL
 CG0362
 CG0362  NAD 83(1986)-  31 57 36.17153(N)    110 39 33.68052(W) AD(       ) 2
 CG0362  NAD 27      -  31 57 35.87260(N)    110 39 31.38790(W) AD(       ) 2
 CG0362  NGVD 29 (??/??/92) 1154.639  (m)         3788.18   (f) ADJ UNCH    2 0
 CG0362
 CG0362.Superseded values are not recommended for survey control.
 CG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0362.See file dsdata.txt to determine how the superseded data were derived.
 CG0362
 CG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3219036058(NAD 83)
 CG0362_MARKER: DB = BENCH MARK DISK
 CG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0362_STAMPING: DAVID 1962
 CG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0362+STABILITY: SURFACE MOTION
 CG0362
 CG0362  HISTORY     - Date     Condition        Report By
 CG0362  HISTORY     - 1962     MONUMENTED       CGS
 CG0362  HISTORY     - 1962     GOOD             CGS
 CG0362  HISTORY     - 1972     GOOD             NGS
 CG0362
 CG0362                          STATION DESCRIPTION
 CG0362
 CG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0362'STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF TUCSON, 3-1/2 MILES
 CG0362'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 80, INTERSTATE HIGHWAY
 CG0362'10 AND STATE HIGHWAY 83, ON THE SUMMIT OF A LOW, LONE ROUNDED
 CG0362'HILL ABOUT 100 YARDS WEST OF STATE HIGHWAY 83.  IT IS IN THE
 CG0362'NORTHEAST 1/4 SECTION 13, T 17 S, R 16 E.  IT IS A STANDARD DISK
 CG0362'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT.  IT IS
 CG0362'STAMPED--DAVID 1962 AND IT IS SET FLUSH WITH THE GROUND
 CG0362'SURFACE.
 CG0362'
 CG0362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80
 CG0362'AND 89 AND INTERSTATE HIGHWAY 10 IN TUCSON, GO SOUTHEAST ON
 CG0362'U.S. HIGHWAY 80 AND INTERSTATE HIGHWAY 10 FOR 20.6 MILES TO THE
 CG0362'SONOITA OVERPASS AND JUNCTION OF STATE HIGHWAY 83, TURN RIGHT
 CG0362'AND GO SOUTHERLY ON STATE HIGHWAY 83 FOR 4.1 MILES TO MILEPOST
 CG0362'56, (0.2 MILE NORTH OF A ROAD RIGHT), TURN RIGHT OFF ROAD AND
 CG0362'PICK WAY SOUTH AND WEST FOR ABOUT 0.1 MILE TO THE HIGHEST
 CG0362'POINT AND STATION AS DESCRIBED.
 CG0362'
 CG0362'R.M. 1 IS 35.5 FEET NORTH OF A METAL WITNESS POST AND ABOUT THE
 CG0362'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED IN
 CG0362'THE TOP OF CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--DAVID NO
 CG0362'1 1962 AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 CG0362'
 CG0362'R.M. 2 IS 37 FEET NORTHWEST OF A METAL WITNESS POST AN IT IS ABOUT
 CG0362'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED
 CG0362'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG0362'STAMPED--DAVID NO 2 1962 AND PROJECTS 2 INCHES ABOVE THE GROUND
 CG0362'SURFACE.
 CG0362'
 CG0362'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD
 CG0362'AND 1.7 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CG0362'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG0362'STAMPED--DAVID 1962 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 CG0362'
 CG0362'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON STATE HIGHWAY 83
 CG0362'FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, FOR 0.1
 CG0362'MILE TO A WIRE GATE, PAS THROUGH GATE AND CONTINUE EAST FOR
 CG0362'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CG0362'
 CG0362'NOTE--STATION MARK IS 6 FEET NORTH OF A METAL WITNESS POST.
 CG0362'
 CG0362'NO AVAILABLE PICTURE POINT.
 CG0362
 CG0362                          STATION RECOVERY (1962)
 CG0362
 CG0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CG0362'23.7 MI SE FROM TUCSON.
 CG0362'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0362'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0362'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0362'NEAR MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 7 FEET NORTH OF
 CG0362'A METAL WITNESS POST, ON THE SUMMIT OF A LOW HILL, A BRONZE DISK SET
 CG0362'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH.
 CG0362
 CG0362                          STATION RECOVERY (1972)
 CG0362
 CG0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CG0362'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CG0362'WERE RECOVERED AS DESCRIBED IN 1962.  THE STATION IS ON TOP OF
 CG0362'A LOW HILL 0.2 MILE NORTH OF AN AIR FORCE INSTALLATION ALONG THE
 CG0362'OLD HIGHWAY.
 CG0362'
 CG0362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 CG0362'SOUTHEAST OF TUCSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0151 ***********************************************************************
 CZ0151  DESIGNATION -  DAVID AZ MK
 CZ0151  PID         -  CZ0151
 CZ0151  STATE/COUNTY-  AZ/PIMA
 CZ0151  USGS QUAD   -  TUCSON (1992)
 CZ0151
 CZ0151                         *CURRENT SURVEY CONTROL
 CZ0151  ___________________________________________________________________
 CZ0151* NAD 83(1986)-  32 09 21.     (N)    110 59 02.     (W)     SCALED    
 CZ0151* NAVD 88     -       750.90   (+/-2cm)    2463.6    (feet)  VERTCON   
 CZ0151  ___________________________________________________________________
 CZ0151  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0151
 CZ0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0151
 CZ0151.The horizontal coordinates were scaled from a topographic map and have
 CZ0151.an estimated accuracy of +/- 6 seconds.
 CZ0151
 CZ0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0151.The vertical order pertains to the NGVD 29 superseded value.
 CZ0151
 CZ0151.The geoid height was determined by GEOID03.
 CZ0151
 CZ0151;                    North         East    Units  Estimated Accuracy
 CZ0151;SPC AZ C     -   128,530.      301,350.      MT  (+/- 180 meters Scaled)
 CZ0151
 CZ0151                          SUPERSEDED SURVEY CONTROL
 CZ0151
 CZ0151  NGVD 29 (??/??/92)  750.24   (m)         2461.4    (f) COMPUTED    2 0
 CZ0151
 CZ0151.Superseded values are not recommended for survey control.
 CZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0151.See file dsdata.txt to determine how the superseded data were derived.
 CZ0151
 CZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015577(NAD 83)
 CZ0151_MARKER: DZ = AZIMUTH MARK DISK
 CZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0151_STAMPING: DAVID 1959
 CZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0151+STABILITY: SURFACE MOTION
 CZ0151
 CZ0151  HISTORY     - Date     Condition        Report By
 CZ0151  HISTORY     - 1959     MONUMENTED       CGS
 CZ0151  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 CZ0151
 CZ0151                          STATION DESCRIPTION
 CZ0151
 CZ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CZ0151'IN TUCSON.
 CZ0151'0.5 MILE NORTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0151'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON DREXEL ROAD TO SOUTH PINTA
 CZ0151'AVENUE, THENCE 0.5 MILE NORTH ON TRACK ROAD TO THE POINT WHERE THE
 CZ0151'ROAD TURNS EAST, THENCE 0.1 MILE EAST TO THE MARK, 40 FEET NORTH OF
 CZ0151'CENTER OF ROAD, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CZ0151'PROJECTING 4 INCHES.
 CZ0151
 CZ0151                          STATION RECOVERY (1995)
 CZ0151
 CZ0151'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1043 ***********************************************************************
 CG1043  DESIGNATION -  DAVID AZ MK
 CG1043  PID         -  CG1043
 CG1043  STATE/COUNTY-  AZ/PIMA
 CG1043  USGS QUAD   -  MOUNT FAGAN (1981)
 CG1043
 CG1043                         *CURRENT SURVEY CONTROL
 CG1043  ___________________________________________________________________
 CG1043* NAD 83(1992)-  31 57 24.40092(N)    110 39 16.13025(W)     ADJUSTED  
 CG1043* NAVD 88     -      1138.     (meters)    3734.     (feet)  SCALED    
 CG1043  ___________________________________________________________________
 CG1043  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 CG1043  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CG1043
 CG1043  HORZ ORDER  -  THIRD
 CG1043
 CG1043.The horizontal coordinates were established by classical geodetic methods
 CG1043.and adjusted by the National Geodetic Survey in August 1993..
 CG1043
 CG1043.The orthometric height was scaled from a topographic map.
 CG1043
 CG1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1043
 CG1043.The geoid height was determined by GEOID03.
 CG1043
 CG1043;                    North         East     Units Scale Factor Converg.
 CG1043;SPC AZ C     -   106,770.435   332,676.185   MT  1.00007552   +0 40 05.3
 CG1043;SPC AZ C     -   350,296.70  1,091,457.30   iFT  1.00007552   +0 40 05.3
 CG1043;UTM  12      - 3,535,696.990   532,651.540   MT  0.99961315   +0 10 58.4
 CG1043
 CG1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1043!SPC AZ C     -   0.99982583  x   1.00007552  =   0.99990133
 CG1043!UTM  12      -   0.99982583  x   0.99961315  =   0.99943904
 CG1043
 CG1043                          SUPERSEDED SURVEY CONTROL
 CG1043
 CG1043  NAD 83(1986)-  31 57 24.39646(N)    110 39 16.12734(W) AD(       ) 3
 CG1043  NAD 27      -  31 57 24.09700(N)    110 39 13.83600(W) AD(       ) 3
 CG1043
 CG1043.Superseded values are not recommended for survey control.
 CG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1043.See file dsdata.txt to determine how the superseded data were derived.
 CG1043
 CG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3265235697(NAD 83)
 CG1043_MARKER: DS = TRIANGULATION STATION DISK
 CG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1043+STABILITY: SURFACE MOTION
 CG1043
 CG1043  HISTORY     - Date     Condition        Report By
 CG1043  HISTORY     - 1962     MONUMENTED       CGS
 CG1043
 CG1043                          STATION DESCRIPTION
 CG1043
 CG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG1043'THE STATION IS 29 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD
 CG1043'AND 1.7 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CG1043'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG1043'STAMPED--DAVID 1962 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 CG1043'
 CG1043'TO REACH THE STATION, CONTINUE SOUTH ON STATE HIGHWAY 83
 CG1043'FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, FOR 0.1
 CG1043'MILE TO A WIRE GATE, PAS THROUGH GATE AND CONTINUE EAST FOR
 CG1043'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1843 ***********************************************************************
 CZ1843  DESIGNATION -  DAVID RESET
 CZ1843  PID         -  CZ1843
 CZ1843  STATE/COUNTY-  AZ/PIMA
 CZ1843  USGS QUAD   -  TUCSON (1992)
 CZ1843
 CZ1843                         *CURRENT SURVEY CONTROL
 CZ1843  ___________________________________________________________________
 CZ1843* NAD 83(1992)-  32 09 08.79954(N)    110 59 09.93004(W)     ADJUSTED  
 CZ1843* NAVD 88     -       753.04   (+/-2cm)    2470.6    (feet)  VERTCON   
 CZ1843  ___________________________________________________________________
 CZ1843  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ1843  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1843
 CZ1843  HORZ ORDER  -  THIRD
 CZ1843  VERT ORDER  -  THIRD (See Below)
 CZ1843
 CZ1843.The horizontal coordinates were established by classical geodetic methods
 CZ1843.and adjusted by the National Geodetic Survey in August 1993..
 CZ1843
 CZ1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1843.The vertical order pertains to the NGVD 29 superseded value.
 CZ1843
 CZ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1843
 CZ1843.The geoid height was determined by GEOID03.
 CZ1843
 CZ1843;                    North         East     Units Scale Factor Converg.
 CZ1843;SPC AZ C     -   128,148.977   301,140.062   MT  0.99999499   +0 29 42.9
 CZ1843;SPC AZ C     -   420,436.28    987,992.33   iFT  0.99999499   +0 29 42.9
 CZ1843;UTM  12      - 3,557,333.284   501,311.537   MT  0.99960002   +0 00 26.6
 CZ1843
 CZ1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1843!SPC AZ C     -   0.99988639  x   0.99999499  =   0.99988138
 CZ1843!UTM  12      -   0.99988639  x   0.99960002  =   0.99948645
 CZ1843
 CZ1843|---------------------------------------------------------------------|
 CZ1843| PID    Reference Object                     Distance      Geod. Az  |
 CZ1843|                                                           dddmmss.s |
 CZ1843| CZ0156 DAVID RM 3                           15.055 METERS 00057     |
 CZ1843| CC8300 I19 STA 3201+70.00                                 0024354.5 |
 CZ1843| CZ0157 DAVID RESET RM 4                                   09430     |
 CZ1843| CC7230 DAVID RESET RM 5                     13.907 METERS 18334     |
 CZ1843| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 5.4 KM 2003628.8 |
 CZ1843|---------------------------------------------------------------------|
 CZ1843
 CZ1843                          SUPERSEDED SURVEY CONTROL
 CZ1843
 CZ1843  NAD 83(1986)-  32 09 08.79566(N)    110 59 09.92750(W) AD(       ) 3
 CZ1843  NAD 27      -  32 09 08.52130(N)    110 59 07.59630(W) AD(       ) 3
 CZ1843  NGVD 29 (03/28/06)  752.37   (m)         2468.4    (f) RESET       3  
 CZ1843
 CZ1843.Superseded values are not recommended for survey control.
 CZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1843.See file dsdata.txt to determine how the superseded data were derived.
 CZ1843
 CZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0131257333(NAD 83)
 CZ1843_MARKER: DS = TRIANGULATION STATION DISK
 CZ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1843
 CZ1843  HISTORY     - Date     Condition        Report By
 CZ1843  HISTORY     - 1963     MONUMENTED       AZHD
 CZ1843  HISTORY     - 1973     GOOD             NGS
 CZ1843  HISTORY     - 1978     GOOD             AZDT
 CZ1843  HISTORY     - 19950120 POOR             USPSQD
 CZ1843
 CZ1843                          STATION DESCRIPTION
 CZ1843
 CZ1843'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1963
 CZ1843'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF TUCSON WITHIN
 CZ1843'THE RIGHT OF WAY OF INTERSTATE HIGHWAY NO. I-19.
 CZ1843'
 CZ1843'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK, GO
 CZ1843'SOUTH ON U.S. HIGHWAY 89 FOR 0.45 MILES TO VALENCIA ROAD,
 CZ1843'TURN RIGHT AND GO WEST ON VALENCIA ROAD FOR 1.4 MILES TO THE
 CZ1843'INTERCHANGE WITH INTERSTATE HIGHWAY NO. I-19, TAKE THE NORTHBOUND
 CZ1843'ENTRANCE RAMP AND GO NORTHERLY 1.3 MILES ON THE INTERSTATE
 CZ1843'HIGHWAY TO THE STATION ON THE RIGHT.
 CZ1843'
 CZ1843'THE STATION MARK IS A STANDARD DISC STAMPED DAVID RESET
 CZ1843'1963, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 CZ1843'OF THE GROUND.  IT IS 0.3 MILES NORTH OF THE DREXEL ROAD
 CZ1843'UNDERPASS, 540 FEET NORTH OF A DOUBLE 24 INCH CULVERT ACROSS
 CZ1843'THE FREEWAY, 95 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 CZ1843'FREEWAY LANES AND 0.5 FEET WEST OF THE RIGHT OF WAY FENCE.
 CZ1843'IT IS ON TOP OF A 10 FOOT HIGHWAY CUT.
 CZ1843'
 CZ1843'R.M. 3 IS A STANDARD DISC STAMPED DAVID NO. 3 1959-1963,
 CZ1843'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 CZ1843'IT IS 49.3 FEET NORTH OF THE STATION AND 2 FEET WEST OF
 CZ1843'THE RIGHT OF WAY FENCE.
 CZ1843'
 CZ1843'R.M. 4 IS A STANDARD DISC STAMPED DAVID NO. 4 RESET 1963,
 CZ1843'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 CZ1843'2 INCHES.  IT IS 57.6 FEET EAST OF THE STATION, 57 FEET EAST
 CZ1843'OF THE RIGHT OF WAY FENCE AND 40.5 FEET NORTHWESTERLY OF A
 CZ1843'SEWER MANHOLE.
 CZ1843'
 CZ1843'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1843'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.  (SAME AS PREVIOUS)
 CZ1843
 CZ1843                          STATION RECOVERY (1973)
 CZ1843
 CZ1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CZ1843'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 CZ1843'CONDITION.  REFERENCE MARK 4 WAS DESTROYED BY CONSTRUCTION
 CZ1843'AND THE AZIMUTH MARK WAS OBSTRUCTED.  REFERENCE MARK 5 AND A
 CZ1843'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 CZ1843'
 CZ1843'THE STATION IS LOCATED ALONG THE EAST RIGHT OF WAY OF INTERSTATE
 CZ1843'HIGHWAY 19 IN SOUTHERN TUCSON.  IT IS 1.3 MILES NORTH OF
 CZ1843'VALENCIA OVERPASS, ON THE NORTH SLOPE OF A SLIGHT RISE 1/2
 CZ1843'FOOT WEST OF THE EAST RIGHT OF WAY FENCE LINE AND DIRECTLY
 CZ1843'BELOW A WITNESS SIGN WHICH IS SET IN THE FENCE LINE.
 CZ1843'
 CZ1843'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DAVID NO 3 1959
 CZ1843'1963.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 CZ1843'WHICH PROJECTS 4 INCHES.  IT IS 2 FEET WEST OF THE FENCE
 CZ1843'LINE.
 CZ1843'
 CZ1843'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, DAVID RESET 1963
 CZ1843'NO 5 1973.  IT WAS DRILLED INTO THE TOP OF AN OLD MONUMENT.
 CZ1843'WHICH IS A 12 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CZ1843'IT IS 2 FEET WEST OF THE FENCE LINE AND ON THE APPROXIMATE
 CZ1843'HIGH POINT OF THE RIDGE.
 CZ1843'
 CZ1843'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 CZ1843'245196 3201+7000 1963.  IT IS SET IN THE TOP OF THE HEADWALL
 CZ1843'OF A LARGE CONCRETE CULVERT WHICH IS ABOUT 5 FEET LOWER THAN
 CZ1843'THE NORTH BOUND LANE AND 0.5 MILE NORTH OF THE STATION.
 CZ1843'
 CZ1843'TO REACH THE STATION FROM THE I-19 VALENCIA OVERPASS IN SOUTHERN
 CZ1843'TUCSON, GO NORTH ALONG I-19 FOR 1.3 MILES TO THE STATION ON
 CZ1843'THE RIGHT.
 CZ1843'
 CZ1843'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1843'
 CZ1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TUCSON
 CZ1843
 CZ1843                          STATION RECOVERY (1978)
 CZ1843
 CZ1843'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1843'THE STATION WAS RECOVERED AS DESCRIBED.
 CZ1843
 CZ1843                          STATION RECOVERY (1995)
 CZ1843
 CZ1843'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1843'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0157 ***********************************************************************
 CZ0157  DESIGNATION -  DAVID RESET RM 4
 CZ0157  PID         -  CZ0157
 CZ0157  STATE/COUNTY-  AZ/PIMA
 CZ0157  USGS QUAD   -  TUCSON (1992)
 CZ0157
 CZ0157                         *CURRENT SURVEY CONTROL
 CZ0157  ___________________________________________________________________
 CZ0157* NAD 83(1986)-  32 09 08.     (N)    110 59 09.     (W)     SCALED    
 CZ0157* NAVD 88     -       752.58   (+/-2cm)    2469.1    (feet)  VERTCON   
 CZ0157  ___________________________________________________________________
 CZ0157  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0157
 CZ0157  VERT ORDER  -  THIRD (See Below)
 CZ0157
 CZ0157.The horizontal coordinates were scaled from a topographic map and have
 CZ0157.an estimated accuracy of +/- 6 seconds.
 CZ0157
 CZ0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0157.The vertical order pertains to the NGVD 29 superseded value.
 CZ0157
 CZ0157.The geoid height was determined by GEOID03.
 CZ0157
 CZ0157;                    North         East    Units  Estimated Accuracy
 CZ0157;SPC AZ C     -   128,130.      301,170.      MT  (+/- 180 meters Scaled)
 CZ0157
 CZ0157                          SUPERSEDED SURVEY CONTROL
 CZ0157
 CZ0157  NGVD 29 (03/28/06)  751.91   (m)         2466.9    (f) RESET       3  
 CZ0157
 CZ0157.Superseded values are not recommended for survey control.
 CZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0157.See file dsdata.txt to determine how the superseded data were derived.
 CZ0157
 CZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013573(NAD 83)
 CZ0157_MARKER: DD = SURVEY DISK
 CZ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0157_SP_SET: MONUMENT
 CZ0157_STAMPING: DAVID NO. 4 RESET 1963
 CZ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0157
 CZ0157  HISTORY     - Date     Condition        Report By
 CZ0157  HISTORY     - 1963     MONUMENTED       CGS
 CZ0157
 CZ0157                          STATION DESCRIPTION
 CZ0157
 CZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0157'IN TUCSON.
 CZ0157'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA ON
 CZ0157'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0157'NORTHERLY 1.3 MILES ALONG INTERSTATE HIGHWAY NO. 1-19, 540 FEET NORTH
 CZ0157'OF A DOUBLE 24 INCH CULVERT, 57 FEET EAST OF THE EAST HIGHWAY RIGHT OF
 CZ0157'WAY FENCE AND 40.5 FEET NORTHWESTERLY OF A SEWER MANHOLE, SET IN THE
 CZ0157'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0361 ***********************************************************************
 CG0361  DESIGNATION -  DAVID RM 1
 CG0361  PID         -  CG0361
 CG0361  STATE/COUNTY-  AZ/PIMA
 CG0361  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0361
 CG0361                         *CURRENT SURVEY CONTROL
 CG0361  ___________________________________________________________________
 CG0361* NAD 83(1986)-  31 57 35.     (N)    110 39 33.     (W)     SCALED    
 CG0361* NAVD 88     -      1155.57   (+/-2cm)    3791.2    (feet)  VERTCON   
 CG0361  ___________________________________________________________________
 CG0361  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0361
 CG0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0361
 CG0361.The horizontal coordinates were scaled from a topographic map and have
 CG0361.an estimated accuracy of +/- 6 seconds.
 CG0361
 CG0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0361.The vertical order pertains to the NGVD 29 superseded value.
 CG0361
 CG0361.The geoid height was determined by GEOID03.
 CG0361
 CG0361;                    North         East    Units  Estimated Accuracy
 CG0361;SPC AZ C     -   107,090.      332,230.      MT  (+/- 180 meters Scaled)
 CG0361
 CG0361                          SUPERSEDED SURVEY CONTROL
 CG0361
 CG0361  NGVD 29 (??/??/92) 1154.812  (m)         3788.75   (f) ADJ UNCH    2 0
 CG0361
 CG0361.Superseded values are not recommended for survey control.
 CG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0361.See file dsdata.txt to determine how the superseded data were derived.
 CG0361
 CG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA322360(NAD 83)
 CG0361_MARKER: DR = REFERENCE MARK DISK
 CG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0361_STAMPING: DAVID NO 1 1962
 CG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0361+STABILITY: SURFACE MOTION
 CG0361
 CG0361  HISTORY     - Date     Condition        Report By
 CG0361  HISTORY     - 1962     MONUMENTED       CGS
 CG0361
 CG0361                          STATION DESCRIPTION
 CG0361
 CG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0361'23.7 MI SE FROM TUCSON.
 CG0361'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0361'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0361'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0361'NEAR MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 35.5 FEET NORTH
 CG0361'OF A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CG0361'CONCRETE CYLINDER WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0363 ***********************************************************************
 CG0363  DESIGNATION -  DAVID RM 2
 CG0363  PID         -  CG0363
 CG0363  STATE/COUNTY-  AZ/PIMA
 CG0363  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0363
 CG0363                         *CURRENT SURVEY CONTROL
 CG0363  ___________________________________________________________________
 CG0363* NAD 83(1986)-  31 57 35.     (N)    110 39 33.     (W)     SCALED    
 CG0363* NAVD 88     -      1155.24   (+/-2cm)    3790.1    (feet)  VERTCON   
 CG0363  ___________________________________________________________________
 CG0363  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0363
 CG0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0363
 CG0363.The horizontal coordinates were scaled from a topographic map and have
 CG0363.an estimated accuracy of +/- 6 seconds.
 CG0363
 CG0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0363.The vertical order pertains to the NGVD 29 superseded value.
 CG0363
 CG0363.The geoid height was determined by GEOID03.
 CG0363
 CG0363;                    North         East    Units  Estimated Accuracy
 CG0363;SPC AZ C     -   107,090.      332,230.      MT  (+/- 180 meters Scaled)
 CG0363
 CG0363                          SUPERSEDED SURVEY CONTROL
 CG0363
 CG0363  NGVD 29 (??/??/92) 1154.480  (m)         3787.66   (f) ADJ UNCH    2 0
 CG0363
 CG0363.Superseded values are not recommended for survey control.
 CG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0363.See file dsdata.txt to determine how the superseded data were derived.
 CG0363
 CG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA322360(NAD 83)
 CG0363_MARKER: DR = REFERENCE MARK DISK
 CG0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0363_STAMPING: DAVID NO 2 1962
 CG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0363+STABILITY: SURFACE MOTION
 CG0363
 CG0363  HISTORY     - Date     Condition        Report By
 CG0363  HISTORY     - 1962     MONUMENTED       CGS
 CG0363
 CG0363                          STATION DESCRIPTION
 CG0363
 CG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0363'23.7 MI SE FROM TUCSON.
 CG0363'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0363'HIGHWAYS 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0363'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF SONOITA OVERPASS, NEAR
 CG0363'MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 37 FEET NORTHWEST OF
 CG0363'A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CG0363'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0156 ***********************************************************************
 CZ0156  DESIGNATION -  DAVID RM 3
 CZ0156  PID         -  CZ0156
 CZ0156  STATE/COUNTY-  AZ/PIMA
 CZ0156  USGS QUAD   -  TUCSON (1992)
 CZ0156
 CZ0156                         *CURRENT SURVEY CONTROL
 CZ0156  ___________________________________________________________________
 CZ0156* NAD 83(1986)-  32 09 08.     (N)    110 59 09.     (W)     SCALED    
 CZ0156* NAVD 88     -       752.89   (+/-2cm)    2470.1    (feet)  VERTCON   
 CZ0156  ___________________________________________________________________
 CZ0156  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0156
 CZ0156  VERT ORDER  -  THIRD (See Below)
 CZ0156
 CZ0156.The horizontal coordinates were scaled from a topographic map and have
 CZ0156.an estimated accuracy of +/- 6 seconds.
 CZ0156
 CZ0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0156.The vertical order pertains to the NGVD 29 superseded value.
 CZ0156
 CZ0156.The geoid height was determined by GEOID03.
 CZ0156
 CZ0156;                    North         East    Units  Estimated Accuracy
 CZ0156;SPC AZ C     -   128,130.      301,170.      MT  (+/- 180 meters Scaled)
 CZ0156
 CZ0156                          SUPERSEDED SURVEY CONTROL
 CZ0156
 CZ0156  NGVD 29 (03/28/06)  752.22   (m)         2467.9    (f) RESET       3  
 CZ0156
 CZ0156.Superseded values are not recommended for survey control.
 CZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0156.See file dsdata.txt to determine how the superseded data were derived.
 CZ0156
 CZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013573(NAD 83)
 CZ0156_MARKER: DR = REFERENCE MARK DISK
 CZ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0156_SP_SET: MONUMENT
 CZ0156_STAMPING: DAVID NO. 3 1959 1963
 CZ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0156
 CZ0156  HISTORY     - Date     Condition        Report By
 CZ0156  HISTORY     - 1963     MONUMENTED       CGS
 CZ0156
 CZ0156                          STATION DESCRIPTION
 CZ0156
 CZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0156'IN TUCSON.
 CZ0156'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0156'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0156'NORTHERLY 1.3 MILES ALONG INTERSTATE HIGHWAY 1-19, 590 FEET NORTH OF A
 CZ0156'DOUBLE 24 INCH CULVERT PIPE, AND 2 FEET WEST OF THE EAST HIGHWAY RIGHT
 CZ0156'OF WAY FENCE, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 CZ0156'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0409 ***********************************************************************
 DU0409  DESIGNATION -  DAVIS
 DU0409  PID         -  DU0409
 DU0409  STATE/COUNTY-  AZ/MARICOPA
 DU0409  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0409
 DU0409                         *CURRENT SURVEY CONTROL
 DU0409  ___________________________________________________________________
 DU0409* NAD 83(1992)-  33 34 40.56641(N)    111 13 43.69808(W)     ADJUSTED  
 DU0409* NAVD 88     -       778.613  (meters)    2554.50   (feet)  ADJUSTED  
 DU0409  ___________________________________________________________________
 DU0409  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DU0409  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0409  DYNAMIC HT  -         777.619 (meters)    2551.24  (feet)  COMP
 DU0409  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0409
 DU0409  HORZ ORDER  -  FIRST
 DU0409  VERT ORDER  -  FIRST     CLASS II
 DU0409
 DU0409.The horizontal coordinates were established by classical geodetic methods
 DU0409.and adjusted by the National Geodetic Survey in August 1993..
 DU0409
 DU0409.The orthometric height was determined by differential leveling
 DU0409.and adjusted by the National Geodetic Survey in June 1991..
 DU0409
 DU0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0409
 DU0409.The geoid height was determined by GEOID03.
 DU0409
 DU0409.The dynamic height is computed by dividing the NAVD 88
 DU0409.geopotential number by the normal gravity value computed on the
 DU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0409.degrees latitude (g = 980.6199 gals.).
 DU0409
 DU0409.The modeled gravity was interpolated from observed gravity values.
 DU0409
 DU0409;                    North         East     Units Scale Factor Converg.
 DU0409;SPC AZ C     -   286,055.692   277,214.731   MT  0.99995025   +0 22 49.6
 DU0409;SPC AZ C     -   938,502.93    909,497.15   iFT  0.99995025   +0 22 49.6
 DU0409;UTM  12      - 3,715,383.313   478,766.402   MT  0.99960556   -0 07 35.6
 DU0409
 DU0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0409!SPC AZ C     -   0.99988221  x   0.99995025  =   0.99983247
 DU0409!UTM  12      -   0.99988221  x   0.99960556  =   0.99948782
 DU0409
 DU0409|---------------------------------------------------------------------|
 DU0409| PID    Reference Object                     Distance      Geod. Az  |
 DU0409|                                                           dddmmss.s |
 DU0409| DU0410 DAVIS RM 1                            9.888 METERS 16837     |
 DU0409| DU0412 F 21                                               2080555.1 |
 DU0409| DU0411 DAVIS RM 2                            6.190 METERS 28519     |
 DU0409|---------------------------------------------------------------------|
 DU0409
 DU0409                          SUPERSEDED SURVEY CONTROL
 DU0409
 DU0409  NAD 83(1986)-  33 34 40.56199(N)    111 13 43.69928(W) AD(       ) 1
 DU0409  NAD 27      -  33 34 40.38500(N)    111 13 41.25000(W) AD(       ) 1
 DU0409  NGVD 29 (??/??/92)  778.012  (m)         2552.53   (f) ADJ UNCH    1 2
 DU0409
 DU0409.Superseded values are not recommended for survey control.
 DU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0409.See file dsdata.txt to determine how the superseded data were derived.
 DU0409
 DU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7876615383(NAD 83)
 DU0409_MARKER: DB = BENCH MARK DISK
 DU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0409_STAMPING: DAVIS 1946
 DU0409_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0409+STABILITY: SURFACE MOTION
 DU0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0409+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU0409
 DU0409  HISTORY     - Date     Condition        Report By
 DU0409  HISTORY     - 1946     MONUMENTED       CGS
 DU0409  HISTORY     - 1963     GOOD             NGS
 DU0409  HISTORY     - 1967     GOOD             AMS
 DU0409  HISTORY     - 1972     GOOD             AZHD
 DU0409  HISTORY     - 1980     GOOD             NGS
 DU0409  HISTORY     - 1980     GOOD             NGS
 DU0409  HISTORY     - 20040403 GOOD             USPSQD
 DU0409  HISTORY     - 20060812 GOOD             GEOCAC
 DU0409
 DU0409                          STATION DESCRIPTION
 DU0409
 DU0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU0409'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE SOUTHWEST OF
 DU0409'ROOSEVELT ON A SMALL SANDY KNOLL.  THE STATION MARK IS
 DU0409'STAMPED--DAVIS 1946 AND PROJECTS 3 INCHES.  IT IS 110 FEET SOUTH
 DU0409'OF A POWER LINE TOWER, 75 FEET NORTHWEST OF THE APACHE TRAIL
 DU0409'AND 45 FEET EAST OF A DIM ROAD.
 DU0409'
 DU0409'REFERENCE MARK NO. 1 IS STAMPED--DAVIS R.M. NO 1 1946 AND PROJECTS
 DU0409'2 INCHES.  IT IS 35 FEET EAST OF TRACK ROAD AND IS AT THE SAME
 DU0409'ELEVATION AS THE STATION MARK.
 DU0409'
 DU0409'REFERENCE MARK NO. 2 IS STAMPED--DAVIS R.M. NO 2 1946 AND PROJECTS
 DU0409'4 INCHES.  IT IS 30 FEET EAST OF TRACK ROAD AND 18 INCHES LOWER
 DU0409'THAN STATION MARK.
 DU0409'
 DU0409'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK STAMPED--F 21
 DU0409'1933, SET IN A 10 INCH SQUARE BLOCK OF CONCRETE, 50 FEET NORTH
 DU0409'OF THE APACHE TRAIL, 20 FEET NORTH OF A CEMENT TANK AND 15 FEET
 DU0409'NORTHWEST OF A WHITE POST.  TO REACH FROM STATION, CONTINUE
 DU0409'WESTERLY 0.9 MILE TO MARK ON RIGHT.
 DU0409'
 DU0409'TO REACH STATION FROM ROOSEVELT, GO WEST ON THE APACHE TRAIL
 DU0409'2.1 MILES TO A ROAD RIGHT AT ROOSEVELT DAM.  CONTINUE STRAIGHT
 DU0409'AHEAD, LEFT, 10.2 MILES TO BRIDGE OVER DAVIS WASH.  CONTINUE
 DU0409'1.35 MILE TO STATION ON RIGHT.  A DRIVE STATION.
 DU0409
 DU0409                          STATION RECOVERY (1963)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DU0409'12.9 MI SW FROM ROOSEVELT.
 DU0409'IN MARICOPA COUNTY, 12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0409'ROOSEVELT, GILA COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 231, 300 FEET
 DU0409'EAST OF A STEEL LINE TOWER, AT THE JUNCTION OF AN OLD ROAD LEADING
 DU0409'NORTHWEST, 57.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.3
 DU0409'FEET NORTHEAST OF THE OLD ROAD, ON A SMALL KNOLL, AND 12 FEET HIGHER
 DU0409'THAN THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 DU0409'DAVIS 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DU0409'ABOVE GROUND.
 DU0409
 DU0409                          STATION RECOVERY (1967)
 DU0409
 DU0409'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU0409'STATION MARK, R.M.S AND AZ. MARK WERE RECOVERED AS DESCRIBED.
 DU0409'AZIMUTH AND CHECK DISTANCES RECORDED IN VOL. 12W PG. 34.
 DU0409
 DU0409                          STATION RECOVERY (1972)
 DU0409
 DU0409'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU0409'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKLEMAN (APPROX.
 DU0409'14 MILES WEST OF ROOSEVELT DAM ON APACHE TRAIL)
 DU0409'
 DU0409'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU0409'
 DU0409'STATION MARK STD. USC AND GS B.C. STAMPED DAVIS 1946.
 DU0409'
 DU0409'REFERENCE MARKS NO R.M.S OBSERVED.
 DU0409
 DU0409                          STATION RECOVERY (1980)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0409'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0409'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI)
 DU0409'SOUTHWEST OF HIGHWAY MILEPOST 230, SET ON TOP OF A KNOLL BETWEEN THE
 DU0409'HIGHWAY AND A POWER LINE TOWER, 17.8 METERS (58.0 FT) NORTHWEST OF THE
 DU0409'CENTERLINE OF THE HIGHWAY, 91.3 METERS (300 FT) SOUTHEAST OF THE POWER
 DU0409'LINE TOWER, 12.9 METERS (42.5 FT) NORTHEAST OF THE CENTERLINE OF A
 DU0409'ROAD LEADING TO THE TOWER.
 DU0409'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0409
 DU0409                          STATION RECOVERY (1980)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0409'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE
 DU0409'SOUTHWEST AND OF THE THEODORE ROOSEVELT DAM AT ROOSEVELT. MARK IS SET
 DU0409'ON TOP OF A KNOLL BETWEEN THE HIGHWAY AND A POWERLINE TOWER. 0.8 KM
 DU0409'(0.5 MI ) SOUTHWEST OF MILEPOST 230 17.8 MI (58.0 FT) NORTHWEST OF
 DU0409'THE CENTERLINE OF THE HIGHWAY 91.5 M. (300.0 FT) SOUTHEAST OF THE
 DU0409'POWERLINE TOWER. 12.9 M (42.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 DU0409'ROAD TO THE TOWER. 3 METERS ABOVE THE CENTER OF THE HIGHWAY STAMPED
 DU0409'DAVIS 1946. DAVIS RM 1 IS 9.9 M. (32.7 FT) SOUTH OF STATION DAVIS.
 DU0409'DAVIS RM 2 IS 6.3 M. (20.7 FT) WEST-NORTHWEST OF STATION DAVIS.
 DU0409
 DU0409                          STATION RECOVERY (2004)
 DU0409
 DU0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0409'RMS 1 AND 2 RECOVERED ALSO.
 DU0409' 
 DU0409
 DU0409                          STATION RECOVERY (2006)
 DU0409
 DU0409'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1912 ***********************************************************************
 DV1912  DESIGNATION -  DAVIS
 DV1912  PID         -  DV1912
 DV1912  STATE/COUNTY-  AZ/MARICOPA
 DV1912  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 DV1912
 DV1912                         *CURRENT SURVEY CONTROL
 DV1912  ___________________________________________________________________
 DV1912* NAD 83(1992)-  33 19 11.32432(N)    113 06 37.12678(W)     ADJUSTED  
 DV1912* NAVD 88     -       574.7    (meters)    1885.     (feet)  VERTCON   
 DV1912  ___________________________________________________________________
 DV1912  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV1912  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1912
 DV1912  HORZ ORDER  -  FIRST
 DV1912
 DV1912.The horizontal coordinates were established by classical geodetic methods
 DV1912.and adjusted by the National Geodetic Survey in August 1993..
 DV1912
 DV1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1912
 DV1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1912
 DV1912.The geoid height was determined by GEOID03.
 DV1912
 DV1912;                    North         East     Units Scale Factor Converg.
 DV1912;SPC AZ C     -   257,853.496   102,221.997   MT  1.00005224   -0 39 20.7
 DV1912;SPC AZ C     -   845,976.04    335,374.01   iFT  1.00005224   -0 39 20.7
 DV1912;UTM  12      - 3,688,730.030   303,559.892   MT  1.00007578   -1 09 34.5
 DV1912
 DV1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1912!SPC AZ C     -   0.99991467  x   1.00005224  =   0.99996691
 DV1912!UTM  12      -   0.99991467  x   1.00007578  =   0.99999045
 DV1912
 DV1912:                Primary Azimuth Mark                     Grid Az
 DV1912:SPC AZ C     -  DAVIS AZ MK                              057 12 26.3
 DV1912:UTM  12      -  DAVIS AZ MK                              057 42 40.1
 DV1912
 DV1912|---------------------------------------------------------------------|
 DV1912| PID    Reference Object                     Distance      Geod. Az  |
 DV1912|                                                           dddmmss.s |
 DV1912| CH3025 DAVIS AZ MK                                        0563305.6 |
 DV1912| CH3027 DAVIS RM 2                            6.674 METERS 16803     |
 DV1912| DV1929 EAGLE TAIL PEAK                     APPROX.20.3 KM 2971300.2 |
 DV1912| DV1932 COURTHOUSE MOUNTAIN                 APPROX.28.2 KM 3043709.6 |
 DV1912| CH3026 DAVIS RM 1                           13.347 METERS 35352     |
 DV1912|---------------------------------------------------------------------|
 DV1912
 DV1912                          SUPERSEDED SURVEY CONTROL
 DV1912
 DV1912  NAD 83(1986)-  33 19 11.31681(N)    113 06 37.13361(W) AD(       ) 1
 DV1912  NAD 27      -  33 19 11.17300(N)    113 06 34.47200(W) AD(       ) 1
 DV1912  NGVD 29 (07/19/86)  574.1    (m)         1884.     (f) VERT ANG       
 DV1912
 DV1912.Superseded values are not recommended for survey control.
 DV1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1912.See file dsdata.txt to determine how the superseded data were derived.
 DV1912
 DV1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0356088730(NAD 83)
 DV1912_MARKER: DS = TRIANGULATION STATION DISK
 DV1912_SETTING: 80 = SET IN A BOULDER
 DV1912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1912
 DV1912  HISTORY     - Date     Condition        Report By
 DV1912  HISTORY     - 1948     MONUMENTED       CGS
 DV1912  HISTORY     - 1950     GOOD             CGS
 DV1912  HISTORY     - 1972     GOOD             AZHD
 DV1912
 DV1912                          STATION DESCRIPTION
 DV1912
 DV1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1912'STATION IS LOCATED ON HIGHEST POINT OF A LONE, HIGH, ROCKY
 DV1912'VOLCANIC BUTTE, APPROXIMATELY 34 MILES AIRLINE NORTHWEST OF
 DV1912'GILA BEND, 21 MILES AIRLINE SOUTHWEST OF HASSAYAMPA, AND
 DV1912'3-1/2 MILES SOUTHWEST OF CENTENNIAL WASH, SET FLUSH WITH
 DV1912'GROUND, AND STAMPED, DAVIS 1948.
 DV1912'
 DV1912'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1912'STATION, PROJECTS 16 INCHES, AND STAMPED, DAVIS NO 1 1948.
 DV1912'
 DV1912'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 DV1912'STATION, PROJECTS 14 INCHES, AND STAMPED, DAVIS NO 2 1948.
 DV1912'
 DV1912'AZIMUTH MARK IS A BRONZE DISK SET IN A CONCRETE PLATFORM FOR
 DV1912'THE WINDMILL MOTOR LOCATED IN THE CORRAL AT THE DAVIS RANCH,
 DV1912'PROJECTS ABOUT 8 INCHES, AND STAMPED, DAVIS 1948.
 DV1912'
 DV1912'TO REACH FROM JUNCTION OF U.S. HIGHWAY 80 AND ROAD TO SALOME,
 DV1912'AT SERVICE STATION AND STORE IN HASSAYAMPA, GO NORTHWEST
 DV1912'ON ROAD TO SALOME FOR 1.7 MILE TO FORKS, JUST AFTER CROSSING
 DV1912'RAILROAD TRACKS.  KEEP LEFT FORK, MAIN TRAVELED ROAD, FOR 0.8
 DV1912'MILE TO A GRADED SIDE ROAD LEFT.  TURN LEFT ONTO GRADED ROAD
 DV1912'AND GO 10.1 MILES TO SIDE ROAD RIGHT AT SIGN C.W. DWYER.
 DV1912'KEEP STRAIGHT AHEAD FOR 5.55 MILES TO FORK.  TAKE RIGHT
 DV1912'FORK AND GO 0.4 MILE TO FORK.  TAKE LEFT FORK AND GO 3.9 MILES
 DV1912'TO END OF GRADED ROAD AT DAVIS RANCH.  AZIMUTH MARK IS AT
 DV1912'WINDMILL AS DESCRIBED ABOVE.  FROM RANCH PICK WAY ACROSS
 DV1912'COUNTRY IN SOUTHWESTERLY DIRECTION AND TOWARD SADDLE
 DV1912'BETWEEN THE TWO POINTS OF THE BUTTE FOR 0.8 MILE TO END OF
 DV1912'TRUCK TRAVEL.  THENCE PACK SOUTHWEST TO HIGHEST POINT AND
 DV1912'STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 DV1912
 DV1912                          STATION RECOVERY (1950)
 DV1912
 DV1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1912'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV1912'AND FOUND IN GOOD CONDITION.  THE DIRECTION AND DISTANCES
 DV1912'CHECKED WITH LITHOGRAPHED DESCRIPTION OF 1948.
 DV1912'
 DV1912'AZIMUTH MARK WAS LOCATED AS DESCRIBED BUT A CORNER OF THE
 DV1912'BASE OF THE ENGINE FOR THE WINDMILL WATER PUMP NOW COVERS
 DV1912'THE MARK AND WAS UNABLE TO MARK REOBSERVATIONS THEREON.
 DV1912
 DV1912                          STATION RECOVERY (1972)
 DV1912
 DV1912'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1912'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV1912'
 DV1912'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1912'
 DV1912'STATION MARK STD. USC AND GS B.
 DV1912'
 DV1912'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1276 ***********************************************************************
 DA1276  DESIGNATION -  DAVIS
 DA1276  PID         -  DA1276
 DA1276  STATE/COUNTY-  AZ/PIMA
 DA1276  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA1276
 DA1276                         *CURRENT SURVEY CONTROL
 DA1276  ___________________________________________________________________
 DA1276* NAD 83(1992)-  32 06 58.17478(N)    113 13 12.87611(W)     ADJUSTED  
 DA1276* NAVD 88     -       603.1    (meters)    1979.     (feet)  VERTCON   
 DA1276  ___________________________________________________________________
 DA1276  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DA1276  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1276
 DA1276  HORZ ORDER  -  THIRD
 DA1276
 DA1276.The horizontal coordinates were established by classical geodetic methods
 DA1276.and adjusted by the National Geodetic Survey in August 1993..
 DA1276
 DA1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1276
 DA1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1276
 DA1276.The geoid height was determined by GEOID03.
 DA1276
 DA1276;                    North         East     Units Scale Factor Converg.
 DA1276;SPC AZ C     -   124,490.485    90,344.143   MT  1.00008657   -0 41 35.2
 DA1276;SPC AZ C     -   408,433.35    296,404.67   iFT  1.00008657   -0 41 35.2
 DA1276;UTM  12      - 3,555,469.590   290,528.006   MT  1.00014115   -1 10 50.9
 DA1276
 DA1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1276!SPC AZ C     -   0.99991045  x   1.00008657  =   0.99999701
 DA1276!UTM  12      -   0.99991045  x   1.00014115  =   1.00005158
 DA1276
 DA1276:                Primary Azimuth Mark                     Grid Az
 DA1276:SPC AZ C     -  QUITOVAGUITA                             145 33 07.7
 DA1276:UTM  12      -  QUITOVAGUITA                             146 02 23.4
 DA1276
 DA1276|---------------------------------------------------------------------|
 DA1276| PID    Reference Object                     Distance      Geod. Az  |
 DA1276|                                                           dddmmss.s |
 DA1276| DA1412 QUITOVAGUITA                        APPROX.12.3 KM 1445132.5 |
 DA1276|---------------------------------------------------------------------|
 DA1276
 DA1276                          SUPERSEDED SURVEY CONTROL
 DA1276
 DA1276  NAD 83(1986)-  32 06 58.14133(N)    113 13 12.86941(W) AD(       ) 3
 DA1276  NGVD 29 (06/20/88)  602.4    (m)         1976.     (f) VERT ANG       
 DA1276
 DA1276.Superseded values are not recommended for survey control.
 DA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1276.See file dsdata.txt to determine how the superseded data were derived.
 DA1276
 DA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9052855470(NAD 83)
 DA1276_MARKER: DS = TRIANGULATION STATION DISK
 DA1276_SETTING: 66 = SET IN ROCK OUTCROP
 DA1276_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1276+STABILITY: POSITION/ELEVATION WELL
 DA1276
 DA1276  HISTORY     - Date     Condition        Report By
 DA1276  HISTORY     - 1962     MONUMENTED       AMS
 DA1276
 DA1276                          STATION DESCRIPTION
 DA1276
 DA1276'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1276'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1276'
 DA1276'LOCATED ABOUT 28 MI SW. OF AJO, ABOUT 4 MI ENE. OF PAPAGO WELL.
 DA1276'ON HIGHEST AND MOST NORTHERN OF THREE KNOLLS WHICH FORM HIGHER
 DA1276'ELEVATIONS OF THE MOUNTAIN.
 DA1276'
 DA1276'TO REACH FROM PAPAGO WELL, GO 5.0 MI NE. TO POINT ON RD. WHICH IS
 DA1276'ABOUT DUE N. OF MOUNTAIN.  TURN RIGHT CROSS-COUNTRY ABOUT 1.0 MI
 DA1276'S. TO BASE OF MOUNTAIN, DRAIN FROM SSW. AND END OF TRUCK TRAVEL.
 DA1276'PACK SSW. UP DRAIN TO TOP OF MOUNTAIN AND STATION.  ABOUT A
 DA1276'40-MINUTE PACK.
 DA1276'
 DA1276'STATION MARK--USE DISK STAMPED---DAVIS ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN BEDROCK.
 DA1276'
 DA1276'RM 1--USE RM DISK STAMPED---DAVIS RM NO 1 ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN ROCK.
 DA1276'
 DA1276'RM 2--USE RM DISK STAMPED---DAVIS RM NO 2 ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1167 ***********************************************************************
 CG1167  DESIGNATION -  DAVIS
 CG1167  PID         -  CG1167
 CG1167  STATE/COUNTY-  AZ/COCHISE
 CG1167  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1167
 CG1167                         *CURRENT SURVEY CONTROL
 CG1167  ___________________________________________________________________
 CG1167* NAD 83(1992)-  31 35 16.29591(N)    110 02 24.90068(W)     ADJUSTED  
 CG1167* NAVD 88     -      1370.8    (meters)    4497.     (feet)  VERTCON   
 CG1167  ___________________________________________________________________
 CG1167  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CG1167  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CG1167
 CG1167  HORZ ORDER  -  SECOND
 CG1167
 CG1167.The horizontal coordinates were established by classical geodetic methods
 CG1167.and adjusted by the National Geodetic Survey in August 1993..
 CG1167
 CG1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1167
 CG1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1167
 CG1167.The geoid height was determined by GEOID03.
 CG1167
 CG1167;                    North         East     Units Scale Factor Converg.
 CG1167;SPC AZ E     -    65,179.116   225,357.419   MT  0.99990177   +0 03 58.4
 CG1167;SPC AZ E     -   213,842.24    739,361.61   iFT  0.99990177   +0 03 58.4
 CG1167;UTM  12      - 3,495,154.068   591,058.590   MT  0.99970226   +0 30 09.9
 CG1167
 CG1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1167!SPC AZ E     -   0.99978914  x   0.99990177  =   0.99969093
 CG1167!UTM  12      -   0.99978914  x   0.99970226  =   0.99949146
 CG1167
 CG1167|---------------------------------------------------------------------|
 CG1167| PID    Reference Object                     Distance      Geod. Az  |
 CG1167|                                                           dddmmss.s |
 CG1167| CS6107 DAVIS RM 2                           13.280 METERS 12907     |
 CG1167| CG1182 MEMOR                               APPROX. 5.0 KM 1420951.4 |
 CG1167| CS6106 DAVIS RM 1                           13.363 METERS 35833     |
 CG1167|---------------------------------------------------------------------|
 CG1167
 CG1167                          SUPERSEDED SURVEY CONTROL
 CG1167
 CG1167  NAD 83(1986)-  31 35 16.28971(N)    110 02 24.89323(W) AD(       ) 2
 CG1167  NGVD 29 (06/28/91) 1369.9    (m)         4494.     (f) VERT ANG       
 CG1167
 CG1167.Superseded values are not recommended for survey control.
 CG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1167.See file dsdata.txt to determine how the superseded data were derived.
 CG1167
 CG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9105995154(NAD 83)
 CG1167_MARKER: DS = TRIANGULATION STATION DISK
 CG1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1167+STABILITY: SURFACE MOTION
 CG1167
 CG1167  HISTORY     - Date     Condition        Report By
 CG1167  HISTORY     - 1986     MONUMENTED       AZDT
 CG1167
 CG1167                          STATION DESCRIPTION
 CG1167
 CG1167'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1167'THE STATION IS LOCATED 9 MILES SOUTHEAST OF TOMBSTONE ALONG THE EAST
 CG1167'SIDE OF U.S. HIGHWAY 80.
 CG1167'
 CG1167'THE STATION MARK IS AN AZDT DISK STAMPED---DAVIS 1986---.  IT IS SET
 CG1167'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 88 FEET SOUTHWEST OF THE
 CG1167'CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE RIGHT OF WAY
 CG1167'FENCE AND 4 FEET NORTHEAST OF THE WITNESS POST.
 CG1167'
 CG1167'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DAVIS RM 1 1986---.  IT IS
 CG1167'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1167'
 CG1167'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DAVIS RM 2 1986---.  IT IS
 CG1167'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1167'
 CG1167'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1167'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 9.45 MILES TO THE STATION ON THE
 CG1167'LEFT AT MILE POST 327.35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0410 ***********************************************************************
 DU0410  DESIGNATION -  DAVIS RM 1
 DU0410  PID         -  DU0410
 DU0410  STATE/COUNTY-  AZ/MARICOPA
 DU0410  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0410
 DU0410                         *CURRENT SURVEY CONTROL
 DU0410  ___________________________________________________________________
 DU0410* NAD 83(1986)-  33 34 40.     (N)    111 13 43.     (W)     SCALED    
 DU0410* NAVD 88     -       778.702  (meters)    2554.79   (feet)  ADJUSTED  
 DU0410  ___________________________________________________________________
 DU0410  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0410  DYNAMIC HT  -         777.709 (meters)    2551.53  (feet)  COMP
 DU0410  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0410
 DU0410  VERT ORDER  -  FIRST     CLASS II
 DU0410
 DU0410.The horizontal coordinates were scaled from a topographic map and have
 DU0410.an estimated accuracy of +/- 6 seconds.
 DU0410
 DU0410.The orthometric height was determined by differential leveling
 DU0410.and adjusted by the National Geodetic Survey in June 1991..
 DU0410
 DU0410.The geoid height was determined by GEOID03.
 DU0410
 DU0410.The dynamic height is computed by dividing the NAVD 88
 DU0410.geopotential number by the normal gravity value computed on the
 DU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0410.degrees latitude (g = 980.6199 gals.).
 DU0410
 DU0410.The modeled gravity was interpolated from observed gravity values.
 DU0410
 DU0410;                    North         East    Units  Estimated Accuracy
 DU0410;SPC AZ C     -   286,040.      277,230.      MT  (+/- 180 meters Scaled)
 DU0410
 DU0410                          SUPERSEDED SURVEY CONTROL
 DU0410
 DU0410  NGVD 29 (??/??/92)  778.098  (m)         2552.81   (f) ADJ UNCH    1 2
 DU0410
 DU0410.Superseded values are not recommended for survey control.
 DU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0410.See file dsdata.txt to determine how the superseded data were derived.
 DU0410
 DU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC787153(NAD 83)
 DU0410_MARKER: DR = REFERENCE MARK DISK
 DU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0410_STAMPING: DAVIS NO 1 1946
 DU0410_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0410+STABILITY: SURFACE MOTION
 DU0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0410+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU0410
 DU0410  HISTORY     - Date     Condition        Report By
 DU0410  HISTORY     - 1946     MONUMENTED       CGS
 DU0410  HISTORY     - 1948     GOOD             NGS
 DU0410  HISTORY     - 1980     GOOD             NGS
 DU0410  HISTORY     - 20060812 GOOD             GEOCAC
 DU0410
 DU0410                          STATION DESCRIPTION
 DU0410
 DU0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0410'12.9 MI SW FROM ROOSEVELT.
 DU0410'12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0410'SOUTHEAST OF MILE POST 231, 315 FEET EAST OF A STEEL TRANSMISSION
 DU0410'TOWER, 32.7 FEET SOUTH OF TRIANGULATION STATION DAVIS, 31.8 FEET
 DU0410'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.5 FEET NORTHEAST OF AN
 DU0410'OLD ROAD LEADING NORTHWEST, ON A SMALL KNOLL ABOUT 12 FEET ABOVE THE
 DU0410'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DU0410'FOOT ABOVE THE GROUND.
 DU0410
 DU0410                          STATION RECOVERY (1980)
 DU0410
 DU0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0410'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0410'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.8 KM (0.5 MI)
 DU0410'SOUTHWEST OF HIGHWAY MILEPOST 230, ON A KNOLL BETWEEN THE HIGHWAY
 DU0410'AND A POWER LINE TOWER, 9.7 METERS (32.0 FT) NORTHWEST OF THE
 DU0410'CENTERLINE OF THE HIGHWAY, 96.0 METERS (315 FT) EAST OF THE TOWER,
 DU0410'9.9 METERS (32.7 FT) SOUTH OF THE TRIANGULATION STATION, 6.8 METERS
 DU0410'(22.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE TOWER
 DU0410'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0410
 DU0410                          STATION RECOVERY (2006)
 DU0410
 DU0410'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0411 ***********************************************************************
 DU0411  DESIGNATION -  DAVIS RM 2
 DU0411  PID         -  DU0411
 DU0411  STATE/COUNTY-  AZ/MARICOPA
 DU0411  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0411
 DU0411                         *CURRENT SURVEY CONTROL
 DU0411  ___________________________________________________________________
 DU0411* NAD 83(1986)-  33 34 40.     (N)    111 13 43.     (W)     SCALED    
 DU0411* NAVD 88     -       777.815  (meters)    2551.88   (feet)  ADJUSTED  
 DU0411  ___________________________________________________________________
 DU0411  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0411  DYNAMIC HT  -         776.823 (meters)    2548.63  (feet)  COMP
 DU0411  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0411
 DU0411  VERT ORDER  -  FIRST     CLASS II
 DU0411
 DU0411.The horizontal coordinates were scaled from a topographic map and have
 DU0411.an estimated accuracy of +/- 6 seconds.
 DU0411
 DU0411.The orthometric height was determined by differential leveling
 DU0411.and adjusted by the National Geodetic Survey in June 1991..
 DU0411
 DU0411.The geoid height was determined by GEOID03.
 DU0411
 DU0411.The dynamic height is computed by dividing the NAVD 88
 DU0411.geopotential number by the normal gravity value computed on the
 DU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0411.degrees latitude (g = 980.6199 gals.).
 DU0411
 DU0411.The modeled gravity was interpolated from observed gravity values.
 DU0411
 DU0411;                    North         East    Units  Estimated Accuracy
 DU0411;SPC AZ C     -   286,040.      277,230.      MT  (+/- 180 meters Scaled)
 DU0411
 DU0411                          SUPERSEDED SURVEY CONTROL
 DU0411
 DU0411  NGVD 29 (??/??/92)  777.214  (m)         2549.91   (f) ADJ UNCH    1 2
 DU0411
 DU0411.Superseded values are not recommended for survey control.
 DU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0411.See file dsdata.txt to determine how the superseded data were derived.
 DU0411
 DU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC787153(NAD 83)
 DU0411_MARKER: DR = REFERENCE MARK DISK
 DU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0411_STAMPING: DAVIS NO 2 1946
 DU0411_PROJECTION: FLUSH
 DU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0411+STABILITY: SURFACE MOTION
 DU0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0411+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU0411
 DU0411  HISTORY     - Date     Condition        Report By
 DU0411  HISTORY     - 1946     MONUMENTED       CGS
 DU0411  HISTORY     - 1948     GOOD             NGS
 DU0411  HISTORY     - 1980     GOOD             NGS
 DU0411  HISTORY     - 20060812 GOOD             GEOCAC
 DU0411
 DU0411                          STATION DESCRIPTION
 DU0411
 DU0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0411'12.9 MI SW FROM ROOSEVELT.
 DU0411'12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILES
 DU0411'SOUTHEAST OF MILE POST 231, 285 FEET EAST OF A STEEL TRANSMISSION
 DU0411'TOWER, 56.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21.8
 DU0411'FEET NORTHEAST OF AN OLD ROAD LEADING NORTHWEST, 20.7 FEET WEST OF THE
 DU0411'TRIANGULATION STATION DAVIS, ON A SMALL KNOLL ABOUT 12 FEET ABOVE THE
 DU0411'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DU0411'FOOT ABOVE THE GROUND.
 DU0411
 DU0411                          STATION RECOVERY (1980)
 DU0411
 DU0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0411'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0411'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI)
 DU0411'SOUTHWEST OF HIGHWAY MILEPOST 230, SET ON TOP OF A KNOLL BETWEEN THE
 DU0411'HIGHWAY AND A POWER LINE TOWER, 17.4 METERS (57.0 FT) NORTHWEST OF THE
 DU0411'CENTERLINE OF THE HIGHWAY, 86.8 METERS (285 FT) EAST OF THE TOWER,
 DU0411'6.7 METERS (22.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING
 DU0411'TO THE TOWER, 6.3 METERS (20.7 FT) WEST-NORTHWEST OF THE TRIANGULATION
 DU0411'STATION.
 DU0411'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0411
 DU0411                          STATION RECOVERY (2006)
 DU0411
 DU0411'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1078 ***********************************************************************
 ES1078  DESIGNATION -  DAY
 ES1078  PID         -  ES1078
 ES1078  STATE/COUNTY-  AZ/NAVAJO
 ES1078  USGS QUAD   -  BIG PUG TANK (1990)
 ES1078
 ES1078                         *CURRENT SURVEY CONTROL
 ES1078  ___________________________________________________________________
 ES1078* NAD 83(1992)-  34 29 16.20205(N)    110 15 07.02653(W)     ADJUSTED  
 ES1078* NAVD 88     -      1840.0    (meters)    6037.     (feet)  VERTCON   
 ES1078  ___________________________________________________________________
 ES1078  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ES1078  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES1078
 ES1078  HORZ ORDER  -  THIRD
 ES1078
 ES1078.The horizontal coordinates were established by classical geodetic methods
 ES1078.and adjusted by the National Geodetic Survey in August 1993..
 ES1078
 ES1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1078
 ES1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1078
 ES1078.The geoid height was determined by GEOID03.
 ES1078
 ES1078;                    North         East     Units Scale Factor Converg.
 ES1078;SPC AZ E     -   386,765.594   205,527.058   MT  0.99990076   -0 02 53.8
 ES1078;SPC AZ E     - 1,268,915.99    674,301.37   iFT  0.99990076   -0 02 53.8
 ES1078;UTM  12      - 3,816,502.074   568,683.932   MT  0.99965815   +0 25 24.9
 ES1078
 ES1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1078!SPC AZ E     -   0.99971503  x   0.99990076  =   0.99961581
 ES1078!UTM  12      -   0.99971503  x   0.99965815  =   0.99937327
 ES1078
 ES1078:                Primary Azimuth Mark                     Grid Az
 ES1078:SPC AZ E     -  DAY AZ MK                                108 23 14.9
 ES1078:UTM  12      -  DAY AZ MK                                107 54 56.2
 ES1078
 ES1078|---------------------------------------------------------------------|
 ES1078| PID    Reference Object                     Distance      Geod. Az  |
 ES1078|                                                           dddmmss.s |
 ES1078| CD2792 DAY AZ MK                                          1082021.1 |
 ES1078| CD2793 DAY RM 1                              7.229 METERS 25422     |
 ES1078| CD2794 DAY RM 2                              8.427 METERS 35731     |
 ES1078|---------------------------------------------------------------------|
 ES1078
 ES1078                          SUPERSEDED SURVEY CONTROL
 ES1078
 ES1078  NAD 83(1986)-  34 29 16.19718(N)    110 15 07.03258(W) AD(       ) 3
 ES1078  NAD 27      -  34 29 16.06420(N)    110 15 04.60400(W) AD(       ) 3
 ES1078  NGVD 29 (07/19/86) 1839.1    (m)         6034.     (f) VERT ANG       
 ES1078
 ES1078.Superseded values are not recommended for survey control.
 ES1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1078.See file dsdata.txt to determine how the superseded data were derived.
 ES1078
 ES1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6868416502(NAD 83)
 ES1078_MARKER: DS = TRIANGULATION STATION DISK
 ES1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1078
 ES1078  HISTORY     - Date     Condition        Report By
 ES1078  HISTORY     - 1958     MONUMENTED       CGS
 ES1078  HISTORY     - 1960     GOOD             USGS
 ES1078
 ES1078                          STATION DESCRIPTION
 ES1078
 ES1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1078'THE STATION IS LOCATED 10 MILES WEST-SOUTHWEST OF SNOWFLAKE,
 ES1078'9 MILES NORTH-NORTHEAST OF CLAY SPRINGS AND 0.3 MILE NORTH OF THE
 ES1078'SNOWFLAKE-HEBER ROAD ON THE CREST OF A BROAD FLAT RIDGE
 ES1078'WHICH IS PARTIALLY CLEARED OF TREES.  IT IS 96 FEET
 ES1078'EAST-NORTHEAST OF A FENCE LINE AND 5 FEET NORTH OF A WHITE
 ES1078'WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 ES1078'OF THE GROUND AND IS STAMPED DAY 1958.
 ES1078'
 ES1078'REFERENCE MARK NO. 1 IS 72 FEET EAST-NORTHEAST OF A FENCE LINE
 ES1078'AND 23 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ES1078'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DAY NO
 ES1078'1 1958.
 ES1078'
 ES1078'REFERENCE MARK NO. 2 IS 105 FEET EAST-NORTHEAST OF A FENCE
 ES1078'LINE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 ES1078'GROUND AND IS STAMPED DAY NO 2 1958.
 ES1078'
 ES1078'THE AZIMUTH MARK IS 36 FEET NORTH-NORTHWEST OF THE CENTER OF A
 ES1078'GRAVEL ROAD AND 2 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST.
 ES1078'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1078'IS STAMPED DAY 1958.
 ES1078'
 ES1078'TO REACH THE STATION FROM THE POST OFFICE IN SNOWFLAKE GO NORTH
 ES1078'ON STATE HIGHWAY 77 FOR 0.35 MILE TO A CROSS ROAD.  TURN LEFT,
 ES1078'WEST ON THE OIL AND GRAVEL ROAD AND GO 5 MILES TO A CATTLE
 ES1078'GUARD.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD AND GO
 ES1078'4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ES1078'FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE GRAVEL
 ES1078'ROAD AND GO 0.5 MILE TO A SIDE ROAD LEFT AND A TRACK ROAD
 ES1078'RIGHT, THIS IS JUST BEYOND THE CREST OF THE RIDGE AND JUST
 ES1078'BEFORE REACHING A CATTLE GUARD.  TURN RIGHT ON THE TRACK ROAD
 ES1078'AND FOLLOW ALONG THE FENCE LINE AND GO 0.3 MILE TO THE
 ES1078'HIGHEST PART OF THE RIDGE AND THE STATION AS DESCRIBED.
 ES1078'
 ES1078'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 ES1078
 ES1078                          STATION RECOVERY (1960)
 ES1078
 ES1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0077 ***********************************************************************
 GQ0077  DESIGNATION -  DD 254
 GQ0077  PID         -  GQ0077
 GQ0077  STATE/COUNTY-  AZ/MOHAVE
 GQ0077  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0077
 GQ0077                         *CURRENT SURVEY CONTROL
 GQ0077  ___________________________________________________________________
 GQ0077* NAD 83(1986)-  36 08 15.     (N)    113 59 38.     (W)     SCALED    
 GQ0077* NAVD 88     -       365.774  (meters)    1200.04   (feet)  POSTED    
 GQ0077  ___________________________________________________________________
 GQ0077  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0077  DYNAMIC HT  -         365.410 (meters)    1198.85  (feet)  COMP
 GQ0077  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 GQ0077
 GQ0077  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0077
 GQ0077.The horizontal coordinates were scaled from a topographic map and have
 GQ0077.an estimated accuracy of +/- 6 seconds.
 GQ0077
 GQ0077.The orthometric height was determined by differential leveling
 GQ0077.and adjusted by the National Geodetic Survey in 1992..
 GQ0077.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0077.rate of 0.0 thru 1.0 mm/km.
 GQ0077
 GQ0077.The geoid height was determined by GEOID03.
 GQ0077
 GQ0077.The dynamic height is computed by dividing the NAVD 88
 GQ0077.geopotential number by the normal gravity value computed on the
 GQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0077.degrees latitude (g = 980.6199 gals.).
 GQ0077
 GQ0077.The modeled gravity was interpolated from observed gravity values.
 GQ0077
 GQ0077;                    North         East    Units  Estimated Accuracy
 GQ0077;SPC AZ W     -   569,820.      191,410.      MT  (+/- 180 meters Scaled)
 GQ0077
 GQ0077                          SUPERSEDED SURVEY CONTROL
 GQ0077
 GQ0077  NGVD 29 (??/??/92)  365.09   (m)         1197.8    (f) COMPUTED    1 1
 GQ0077
 GQ0077.Superseded values are not recommended for survey control.
 GQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0077.See file dsdata.txt to determine how the superseded data were derived.
 GQ0077
 GQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF305033(NAD 83)
 GQ0077_MARKER: DB = BENCH MARK DISK
 GQ0077_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0077_SP_SET: ROCK OUTCROP
 GQ0077_STAMPING: DD 254 1941
 GQ0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0077+STABILITY: POSITION/ELEVATION WELL
 GQ0077
 GQ0077  HISTORY     - Date     Condition        Report By
 GQ0077  HISTORY     - 1941     MONUMENTED       CGS
 GQ0077  HISTORY     - 1950     MARK NOT FOUND   NGS
 GQ0077
 GQ0077                          STATION DESCRIPTION
 GQ0077
 GQ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0077'68.2 MI N FROM HACKBERRY.
 GQ0077'IS 65.8 MILES NORTHERLY ALONG ROADS TO PIERCE FERRY, THENCE DUE NORTH
 GQ0077'2.4 MILE BY STADIA ALONG CONTOURS OF LAKE MEAD.  BENCH MARK IS SET IN
 GQ0077'A SURFACE ROCK OUTCROP, ON NORTH SLOPE OF A 150-YARD BAY.  IT IS ABOUT
 GQ0077'300 YARDS SOUTHWEST OF THE THIRD ISLAND NORTH OF THE GRAND CANYON
 GQ0077'TOURS CABIN CAMP.  BENCH MARK IS ABOUT 40 FEET ABOVE WATER LEVEL. IT
 GQ0077'IS 5.0 FEET SOUTH OF A LARGE ROCK CAIRN.  SET HORIZONTALLY. NOTE-- THE
 GQ0077'WATERS OF LAKE MEAD HAVE BEEN OVER THE LOCATION DESCRIBED AND MARK MAY
 GQ0077'HAVE BEEN BURIED OR WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0509 ***********************************************************************
 DV0509  DESIGNATION -  DD 259
 DV0509  PID         -  DV0509
 DV0509  STATE/COUNTY-  AZ/MARICOPA
 DV0509  USGS QUAD   -  TOLLESON (1982)
 DV0509
 DV0509                         *CURRENT SURVEY CONTROL
 DV0509  ___________________________________________________________________
 DV0509* NAD 83(1986)-  33 25 53.     (N)    112 21 51.     (W)     SCALED    
 DV0509* NAVD 88     -       292.80   (+/-2cm)     960.6    (feet)  VERTCON   
 DV0509  ___________________________________________________________________
 DV0509  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0509
 DV0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0509
 DV0509.The horizontal coordinates were scaled from a topographic map and have
 DV0509.an estimated accuracy of +/- 6 seconds.
 DV0509
 DV0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0509.The vertical order pertains to the NGVD 29 superseded value.
 DV0509
 DV0509.The geoid height was determined by GEOID03.
 DV0509
 DV0509;                    North         East    Units  Estimated Accuracy
 DV0509;SPC AZ C     -   269,680.      171,750.      MT  (+/- 180 meters Scaled)
 DV0509
 DV0509                          SUPERSEDED SURVEY CONTROL
 DV0509
 DV0509  NGVD 29 (??/??/92)  292.176  (m)          958.58   (f) ADJ UNCH    2 0
 DV0509
 DV0509.Superseded values are not recommended for survey control.
 DV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0509.See file dsdata.txt to determine how the superseded data were derived.
 DV0509
 DV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB731999(NAD 83)
 DV0509_MARKER: P = PIPE CAP
 DV0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0509_STAMPING: DD 259
 DV0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0509
 DV0509  HISTORY     - Date     Condition        Report By
 DV0509  HISTORY     - UNK      MONUMENTED       CGS
 DV0509  HISTORY     - 1965     GOOD             NGS
 DV0509
 DV0509                          STATION DESCRIPTION
 DV0509
 DV0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DV0509'0.5 MI NW FROM LITCHFIELD PARK NAF.
 DV0509'0.3 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE TO THE
 DV0509'LITCHFIELD PARK U.S. NAVAL AIR FACILITY, THENCE 0.2 MILE NORTHEAST
 DV0509'ALONG THE SOUTHEAST EDGE OF A CONCRETE APRON, 74.2 FEET NORTH OF THE
 DV0509'NORTH CORNER OF A SECURITY FENCE, 24.6 FEET NORTH OF THE SOUTH EDGE OF
 DV0509'AN ASPHALT APRON.  A 2-INCH STEEL PIPE WITH A SOLID STEEL CAP IN THE
 DV0509'TOP THAT IS SET FLUSH WITH THE SURFACE OF THE ASPHALT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0597 ***********************************************************************
 FP0597  DESIGNATION -  DEAD
 FP0597  PID         -  FP0597
 FP0597  STATE/COUNTY-  AZ/APACHE
 FP0597  USGS QUAD   -  NORTH MILL WELL (1972)
 FP0597
 FP0597                         *CURRENT SURVEY CONTROL
 FP0597  ___________________________________________________________________
 FP0597* NAD 83(1992)-  35 08 29.51289(N)    109 39 29.12385(W)     ADJUSTED  
 FP0597* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 FP0597  ___________________________________________________________________
 FP0597  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FP0597  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FP0597
 FP0597  HORZ ORDER  -  SECOND
 FP0597
 FP0597.The horizontal coordinates were established by classical geodetic methods
 FP0597.and adjusted by the National Geodetic Survey in August 1993..
 FP0597
 FP0597.The orthometric height was scaled from a topographic map.
 FP0597
 FP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0597
 FP0597.The geoid height was determined by GEOID03.
 FP0597
 FP0597;                    North         East     Units Scale Factor Converg.
 FP0597;SPC AZ E     -   459,392.788   259,702.527   MT  0.99992646   +0 17 33.9
 FP0597;SPC AZ E     - 1,507,194.19    852,042.41   iFT  0.99992646   +0 17 33.9
 FP0597;UTM  12      - 3,889,562.609   622,244.097   MT  0.99978417   +0 46 21.0
 FP0597
 FP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0597!SPC AZ E     -   0.99972608  x   0.99992646  =   0.99965256
 FP0597!UTM  12      -   0.99972608  x   0.99978417  =   0.99951031
 FP0597
 FP0597|---------------------------------------------------------------------|
 FP0597| PID    Reference Object                     Distance      Geod. Az  |
 FP0597|                                                           dddmmss.s |
 FP0597| CD3341 DEAD RM 1                            27.063 METERS 01058     |
 FP0597| CD3342 DEAD RM 2                            16.798 METERS 09454     |
 FP0597| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.17.3 KM 1354555.6 |
 FP0597| CD3340 DEAD AZ MK                                         2651915.1 |
 FP0597|---------------------------------------------------------------------|
 FP0597
 FP0597                          SUPERSEDED SURVEY CONTROL
 FP0597
 FP0597  NAD 83(1986)-  35 08 29.50777(N)    109 39 29.12567(W) AD(       ) 2
 FP0597  NAD 27      -  35 08 29.42600(N)    109 39 26.71100(W) AD(       ) 2
 FP0597
 FP0597.Superseded values are not recommended for survey control.
 FP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0597.See file dsdata.txt to determine how the superseded data were derived.
 FP0597
 FP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2224489563(NAD 83)
 FP0597_MARKER: DS = TRIANGULATION STATION DISK
 FP0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0597
 FP0597  HISTORY     - Date     Condition        Report By
 FP0597  HISTORY     - 1936     MONUMENTED       CGS
 FP0597
 FP0597                          STATION DESCRIPTION
 FP0597
 FP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0597'ABOUT 8 MILES EAST-NORTHEAST OF PAINTED DESERT PARK, 7 MILES
 FP0597'WEST-NORTHWEST OF NAVAJO, 2-1/2 MILES NORTH OF U.S. HIGHWAY 66,
 FP0597'ON THE ROLLING SANDY PLAIN ALONG THE SOUTH SIDE OF THE DEAD
 FP0597'RIVER VALLEY, ABOUT 1/2 MILE EAST OF TRACK ROAD, 150 YARDS
 FP0597'SOUTH OF THE RIM OF THE VALLEY, ON THE HIGH POINT OF THE
 FP0597'LOCAL RIDGE.
 FP0597'
 FP0597'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION.
 FP0597'
 FP0597'REFERENCE MARK NO. 2 IS EAST BY SOUTH OF THE STATION.
 FP0597'
 FP0597'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST BY SOUTH OF
 FP0597'THE STATION, ON THE TRACK ROAD, 35 YARDS SOUTH OF THE POINT
 FP0597'WHERE THE ROAD DROPS ABRUPTLY INTO THE DEAD RIVER VALLEY,
 FP0597'15 FEET EAST OF THE CENTER OF THE ROAD.
 FP0597'
 FP0597'TO REACH THE STATION FROM NAVAJO, GO WEST ON U.S. HIGHWAY
 FP0597'66 FOR 7.4 MILES AND TURN RIGHT (NORTH) THROUGH WIRE GATE ON
 FP0597'TRACK ROAD (THIS POINT IS 6.8 MILES EAST OF PAINTED DESERT
 FP0597'PARK).  THENCE NORTH FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 FP0597'RIGHT, TURN RIGHT AND GO NORTHEAST ACROSS COUNTRY, PARALLEL
 FP0597'TO THE VALLEY RIM, TOWARDS A CLUMP OF FIVE SMALL PINONS FOR 0.5
 FP0597'MILE TO CREST OF CROSS RIDGE, THENCE SOUTH ALONG THE RIDGE LINE
 FP0597'FOR 100 YARDS TO STATION.
 FP0597'
 FP0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FP0597'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 FP0597'
 FP0597'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2146 ***********************************************************************
 DV2146  DESIGNATION -  DEAD
 DV2146  PID         -  DV2146
 DV2146  STATE/COUNTY-  AZ/MARICOPA
 DV2146  USGS QUAD   -  BUCKEYE NW (1982)
 DV2146
 DV2146                         *CURRENT SURVEY CONTROL
 DV2146  ___________________________________________________________________
 DV2146* NAD 83(1992)-  33 25 59.52280(N)    112 37 43.35962(W)     ADJUSTED  
 DV2146* NAVD 88     -       433.1    (meters)    1421.     (feet)  VERTCON   
 DV2146  ___________________________________________________________________
 DV2146  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DV2146  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV2146
 DV2146  HORZ ORDER  -  SECOND
 DV2146
 DV2146.The horizontal coordinates were established by classical geodetic methods
 DV2146.and adjusted by the National Geodetic Survey in August 1993..
 DV2146
 DV2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2146
 DV2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2146
 DV2146.The geoid height was determined by GEOID03.
 DV2146
 DV2146;                    North         East     Units Scale Factor Converg.
 DV2146;SPC AZ C     -   270,018.988   147,150.201   MT  0.99995403   -0 23 32.4
 DV2146;SPC AZ C     -   885,889.07    482,776.25   iFT  0.99995403   -0 23 32.4
 DV2146;UTM  12      - 3,700,499.156   348,592.398   MT  0.99988263   -0 53 51.1
 DV2146
 DV2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2146!SPC AZ C     -   0.99993680  x   0.99995403  =   0.99989083
 DV2146!UTM  12      -   0.99993680  x   0.99988263  =   0.99981943
 DV2146
 DV2146|---------------------------------------------------------------------|
 DV2146| PID    Reference Object                     Distance      Geod. Az  |
 DV2146|                                                           dddmmss.s |
 DV2146| CH5062 DEAD RM 2                             5.520 METERS 00457     |
 DV2146| DV0903 DEAD AZ MK                                         1385751.1 |
 DV2146| DV2134 BUCKEYE WATER TANK                  APPROX. 7.2 KM 1442706.9 |
 DV2146| CH5061 DEAD RM 1                             5.911 METERS 33807     |
 DV2146|---------------------------------------------------------------------|
 DV2146
 DV2146                          SUPERSEDED SURVEY CONTROL
 DV2146
 DV2146  NAD 83(1986)-  33 25 59.51681(N)    112 37 43.36463(W) AD(       ) 2
 DV2146  NAD 27      -  33 25 59.37310(N)    112 37 40.76200(W) AD(       ) 2
 DV2146  NGVD 29 (07/19/86)  432.5    (m)         1419.     (f) VERT ANG       
 DV2146
 DV2146.Superseded values are not recommended for survey control.
 DV2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2146.See file dsdata.txt to determine how the superseded data were derived.
 DV2146
 DV2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4859200499(NAD 83)
 DV2146_MARKER: DS = TRIANGULATION STATION DISK
 DV2146_SETTING: 66 = SET IN ROCK OUTCROP
 DV2146
 DV2146  HISTORY     - Date     Condition        Report By
 DV2146  HISTORY     - 1962     MONUMENTED       CGS
 DV2146  HISTORY     - 20000622 MARK NOT FOUND   AZDT
 DV2146
 DV2146                          STATION DESCRIPTION
 DV2146
 DV2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2146'STATION IS LOCATED ABOUT 32 MILES WEST OF PHOENIX, ABOUT 5
 DV2146'MILES NORTH-NORTHWEST OF BUCKEYE AND ABOUT 2 MILES SOUTHWEST
 DV2146'OF THE LOS ANGELES, PHOENIX AIRWAY BEACON.
 DV2146'
 DV2146'TO REACH FROM THE VALLEY NATIONAL BANK IN BUCKEYE, GO WEST
 DV2146'ON U.S. HIGHWAY 80 FOR 2.0 MILES TO WHERE U.S. HIGHWAY 80
 DV2146'TURNS LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILES TO CROSSROAD,
 DV2146'TURN RIGHT AND GO NORTH ON SURFACED ROAD FOR 0.5 MILE TO
 DV2146'CROSSROAD, MAKE SLIGHT JOG THENCE CONTINUE NORTH ON MAIN BLADED
 DV2146'ROAD FOR 1.0 MILE TO CROSSROAD, CONTINUE NORTH ON MAIN BLADED
 DV2146'ROAD FOR 1.25 MILES TO WHERE ROAD CROSSES CANAL, CONTINUE NORTH
 DV2146'ON BLADED ROAD KEEPING STRAIGHT AHEAD AT ALL SIDE ROADS
 DV2146'FOR 1.4 MILES TO A ROAD FORK AND THE AZIMUTH MARK ON LEFT
 DV2146'AS DESCRIBED, KEEP RIGHT AND GO EASTERLY FOR 0.15 MILE TO
 DV2146'ANOTHER FORK, KEEP LEFT AND GO NORTHWEST THEN WESTERLY
 DV2146'FOLLOWING TRACK ROAD FOR 0.25 MILES TO END OF TRUCK TRAVEL.
 DV2146'FROM HERE PACK WEST UP TRAIL TO HIGHEST PART OF HILL AND
 DV2146'STATION.  (THIS IS ABOUT A 15 MINUTE PACK.)
 DV2146'
 DV2146'STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED DEAD
 DV2146'1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV2146'IS ABOUT 1 FOOT ABOVE THE GROUND.  THE MARK IS ON THE SOUTH
 DV2146'SIDE OF THE HIGHEST PART OF HILL.
 DV2146'
 DV2146'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED DEAD
 DV2146'NO 1 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2146'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DV2146'
 DV2146'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED DEAD
 DV2146'NO 2 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2146'AND IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 DV2146'
 DV2146'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED DEAD 1962, IS
 DV2146'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DV2146'ABOUT 5 FEET ABOVE THE SURROUNDING AREA.  THE MARK IS 100
 DV2146'FEET WEST OF THE CENTER OF ROAD AND 4 FEET WEST OF THE WITNESS
 DV2146'POST.
 DV2146'
 DV2146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2146
 DV2146                          STATION RECOVERY (2000)
 DV2146
 DV2146'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2146'A THOROUGH SEARCH WAS ACCOMPLISHED BY A LOCAL SURVEYOR, R.J..FISH
 DV2146'RLS12317. APPARENTLY ALL MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0903 ***********************************************************************
 DV0903  DESIGNATION -  DEAD AZ MK
 DV0903  PID         -  DV0903
 DV0903  STATE/COUNTY-  AZ/MARICOPA
 DV0903  USGS QUAD   -  BUCKEYE NW (1982)
 DV0903
 DV0903                         *CURRENT SURVEY CONTROL
 DV0903  ___________________________________________________________________
 DV0903* NAD 83(1986)-  33 25 51.     (N)    112 37 33.     (W)     SCALED    
 DV0903* NAVD 88     -       333.42   (+/-2cm)    1093.9    (feet)  VERTCON   
 DV0903  ___________________________________________________________________
 DV0903  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0903
 DV0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0903
 DV0903.The horizontal coordinates were scaled from a topographic map and have
 DV0903.an estimated accuracy of +/- 6 seconds.
 DV0903
 DV0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0903.The vertical order pertains to the NGVD 29 superseded value.
 DV0903
 DV0903.The geoid height was determined by GEOID03.
 DV0903
 DV0903;                    North         East    Units  Estimated Accuracy
 DV0903;SPC AZ C     -   269,760.      147,420.      MT  (+/- 180 meters Scaled)
 DV0903
 DV0903                          SUPERSEDED SURVEY CONTROL
 DV0903
 DV0903  NGVD 29 (??/??/92)  332.780  (m)         1091.80   (f) ADJ UNCH    2 0
 DV0903
 DV0903.Superseded values are not recommended for survey control.
 DV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0903.See file dsdata.txt to determine how the superseded data were derived.
 DV0903
 DV0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC488002(NAD 83)
 DV0903_MARKER: DZ = AZIMUTH MARK DISK
 DV0903_SETTING: 66 = SET IN ROCK OUTCROP
 DV0903_SP_SET: LARGE ROCK
 DV0903_STAMPING: DEAD 1962
 DV0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0903+STABILITY: POSITION/ELEVATION WELL
 DV0903
 DV0903  HISTORY     - Date     Condition        Report By
 DV0903  HISTORY     - 1962     MONUMENTED       CGS
 DV0903
 DV0903                          STATION DESCRIPTION
 DV0903
 DV0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0903'6.5 MI NW FROM BUCKEYE.
 DV0903'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0903'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0903'WEST ALONG WEST BROADWAY, THENCE 1.8 MILE NORTH ALONG A GRAVEL ROAD,
 DV0903'SET IN TOP OF A LARGE ROCK ON A SMALL ROCKY KNOLL WEST OF THE ROAD,
 DV0903'114 FEET WEST OF THE CENTER OF THE ROAD, 3.0 FEET WEST-NORTHWEST OF A
 DV0903'METAL WITNESS POST, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0994 ***********************************************************************
 ES0994  DESIGNATION -  DEADMAN
 ES0994  PID         -  ES0994
 ES0994  STATE/COUNTY-  AZ/YAVAPAI
 ES0994  USGS QUAD   -  CHALK MOUNTAIN (1967)
 ES0994
 ES0994                         *CURRENT SURVEY CONTROL
 ES0994  ___________________________________________________________________
 ES0994* NAD 83(1992)-  34 00 00.29592(N)    111 41 24.05362(W)     ADJUSTED  
 ES0994* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 ES0994  ___________________________________________________________________
 ES0994  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 ES0994  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 ES0994
 ES0994  HORZ ORDER  -  SECOND
 ES0994
 ES0994.The horizontal coordinates were established by classical geodetic methods
 ES0994.and adjusted by the National Geodetic Survey in August 1993..
 ES0994
 ES0994.The orthometric height was scaled from a topographic map.
 ES0994
 ES0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0994
 ES0994.The geoid height was determined by GEOID03.
 ES0994
 ES0994;                    North         East     Units Scale Factor Converg.
 ES0994;SPC AZ C     -   332,686.124   234,297.082   MT  0.99990540   +0 07 36.3
 ES0994;SPC AZ C     - 1,091,489.91    768,691.21   iFT  0.99990540   +0 07 36.3
 ES0994;UTM  12      - 3,762,379.662   436,278.100   MT  0.99965005   -0 23 09.1
 ES0994
 ES0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0994!SPC AZ C     -   0.99988937  x   0.99990540  =   0.99979478
 ES0994!UTM  12      -   0.99988937  x   0.99965005  =   0.99953946
 ES0994
 ES0994                          SUPERSEDED SURVEY CONTROL
 ES0994
 ES0994  NAD 83(1986)-  34 00 00.28821(N)    111 41 24.06108(W) AD(       ) 2
 ES0994  NAD 27      -  34 00 00.14800(N)    111 41 21.55000(W) AD(       ) 2
 ES0994
 ES0994.Superseded values are not recommended for survey control.
 ES0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0994.See file dsdata.txt to determine how the superseded data were derived.
 ES0994
 ES0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3627862380(NAD 83)
 ES0994_MARKER: DS = TRIANGULATION STATION DISK
 ES0994_SETTING: 80 = SET IN A BOULDER
 ES0994_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0994+STABILITY: SURFACE MOTION
 ES0994
 ES0994  HISTORY     - Date     Condition        Report By
 ES0994  HISTORY     - 1924     MONUMENTED       CGS
 ES0994
 ES0994                          STATION DESCRIPTION
 ES0994
 ES0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0994'ABOUT 38 MILES NORTH AND 25 MILES EAST OF PHOENIX, 3 MILES NORTH
 ES0994'OF EAST OF THE SEARS K RANCH ON THE VERDE RIVER, AND 2 MILES
 ES0994'EAST OF THE OK RANCH, ON THE NORTHWESTERLY EDGE OF A LOW BENCH,
 ES0994'THE SECOND ABOVE THE VERDE RIVER AND THE FIRST SOUTH OF DEADMAN
 ES0994'WASH.  STATION IS ABOUT 2 MILES EAST OF THE VERDE RIVER AND
 ES0994'ONE-HALF MILE SOUTH OF DEADMAN.  SOME PALOVERDE TREES WERE
 ES0994'CUT JUST NORTH OF THE STATION.  MARKED BY A STANDARD BRONZE
 ES0994'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1569 ***********************************************************************
 DA1569  DESIGNATION -  DEADMAN
 DA1569  PID         -  DA1569
 DA1569  STATE/COUNTY-  AZ/MARICOPA
 DA1569  USGS QUAD   -  MIDWAY SW (1986)
 DA1569
 DA1569                         *CURRENT SURVEY CONTROL
 DA1569  ___________________________________________________________________
 DA1569* NAD 83(1992)-  32 33 02.14096(N)    112 52 46.55701(W)     ADJUSTED  
 DA1569* NAVD 88     -       397.20   (+/-2cm)    1303.1    (feet)  VERTCON   
 DA1569  ___________________________________________________________________
 DA1569  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DA1569  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA1569
 DA1569  HORZ ORDER  -  SECOND
 DA1569  VERT ORDER  -  THIRD ? (See Below)
 DA1569
 DA1569.The horizontal coordinates were established by classical geodetic methods
 DA1569.and adjusted by the National Geodetic Survey in August 1993..
 DA1569
 DA1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1569.The vertical order pertains to the NGVD 29 superseded value.
 DA1569
 DA1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1569
 DA1569.The geoid height was determined by GEOID03.
 DA1569
 DA1569;                    North         East     Units Scale Factor Converg.
 DA1569;SPC AZ C     -   172,326.176   122,924.661   MT  1.00000082   -0 31 05.3
 DA1569;SPC AZ C     -   565,374.59    403,296.13   iFT  1.00000082   -0 31 05.3
 DA1569;UTM  12      - 3,603,025.479   323,517.508   MT  0.99998408   -1 00 41.6
 DA1569
 DA1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1569!SPC AZ C     -   0.99994259  x   1.00000082  =   0.99994341
 DA1569!UTM  12      -   0.99994259  x   0.99998408  =   0.99992667
 DA1569
 DA1569|---------------------------------------------------------------------|
 DA1569| PID    Reference Object                     Distance      Geod. Az  |
 DA1569|                                                           dddmmss.s |
 DA1569| CH5063 DEADMAN RM 1                         15.931 METERS 02816     |
 DA1569| CH5064 DEADMAN RM 2                         11.174 METERS 17700     |
 DA1569| DA1570 DEADMAN RM 3                        APPROX. 1.2 KM 1822957.3 |
 DA1569|---------------------------------------------------------------------|
 DA1569
 DA1569                          SUPERSEDED SURVEY CONTROL
 DA1569
 DA1569  NAD 83(1986)-  32 33 02.13550(N)    112 52 46.56433(W) AD(       ) 2
 DA1569  NAD 27      -  32 33 01.93729(N)    112 52 43.98974(W) AD(       ) 2
 DA1569  NGVD 29 (07/19/86)  396.55   (m)         1301.0    (f) LEVELING    3  
 DA1569
 DA1569.Superseded values are not recommended for survey control.
 DA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1569.See file dsdata.txt to determine how the superseded data were derived.
 DA1569
 DA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2351803025(NAD 83)
 DA1569_MARKER: DD = SURVEY DISK
 DA1569_SETTING: 0 = UNSPECIFIED SETTING
 DA1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1569+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1569
 DA1569  HISTORY     - Date     Condition        Report By
 DA1569  HISTORY     - 1975     MONUMENTED       AZDT
 DA1569  HISTORY     - 19970216 GOOD             USPSQD
 DA1569  HISTORY     - 20060220 GOOD             USPSQD
 DA1569
 DA1569                          STATION DESCRIPTION
 DA1569
 DA1569'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1569'THE STATION IS LOCATED ABOUT 28.9 MILES WEST SOUTHWEST OF
 DA1569'GILA BEND AND 12.2 MILES WEST NORTHWEST OF AJO ALONG THE EAST
 DA1569'RIGHT-OF-WAY OF STATE HWY. 85.  THE STATION IS ON A ROCKY RIDGE
 DA1569'WHICH IS PART OF THE CREATER MOUNTAIN RANGE.
 DA1569'
 DA1569'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DEADMAN P
 DA1569'AND M GS 1975 SET IN A 10 INCH CONCRETE MONUMENT.  THE STATION IS
 DA1569'96 FEET EAST OF CENTERLINE OF STATE HWY. 85 ON THE WEST SLOPE
 DA1569'OF A ROCKY RIDGE, ABOUT 30 FEET ABOVE THE HWY. AND 4.7 FEET
 DA1569'WEST OF A WITNESS POST.
 DA1569'
 DA1569'THE UNDERGROUND MARK IS A ADOT HIGHWAY DIVISION DISK EPOXIED
 DA1569'IN A DRILL HOLE IN BEDROCK AND IS 15 INCHES BELOW THE SURFACE
 DA1569'MARK.
 DA1569'
 DA1569'REFERENCE MARK 1 IS A A.H.D. BRASSCAP STAMPED RM 1 AND IS
 DA1569'EPOXIED TO A ROCK OUTCROP.
 DA1569'
 DA1569'REFERENCE MARK 2 IS A A.H.D. BRASSCAP STAMPED RM 2 AND IS
 DA1569'EPOXIED TO A ROCK OUTCROP.
 DA1569'
 DA1569'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1569'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO - STATE
 DA1569'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1569'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 29.40 TO
 DA1569'STATION ON EAST SIDE OF HWY. MARKED BY A WITNESS POST.
 DA1569'
 DA1569'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1569
 DA1569                          STATION RECOVERY (1997)
 DA1569
 DA1569'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1569'RECOVERED IN GOOD CONDITION.
 DA1569
 DA1569                          STATION RECOVERY (2006)
 DA1569
 DA1569'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1569'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0556 ***********************************************************************
 FQ0556  DESIGNATION -  DEADMAN
 FQ0556  PID         -  FQ0556
 FQ0556  STATE/COUNTY-  AZ/COCONINO
 FQ0556  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0556
 FQ0556                         *CURRENT SURVEY CONTROL
 FQ0556  ___________________________________________________________________
 FQ0556* NAD 83(1992)-  35 26 10.97469(N)    111 37 15.34865(W)     ADJUSTED  
 FQ0556* NAVD 88     -      2178.1    (meters)    7146.     (feet)  VERTCON   
 FQ0556  ___________________________________________________________________
 FQ0556  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FQ0556  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0556
 FQ0556  HORZ ORDER  -  THIRD
 FQ0556
 FQ0556.The horizontal coordinates were established by classical geodetic methods
 FQ0556.and adjusted by the National Geodetic Survey in August 1993..
 FQ0556
 FQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0556
 FQ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0556
 FQ0556.The geoid height was determined by GEOID03.
 FQ0556
 FQ0556;                    North         East     Units Scale Factor Converg.
 FQ0556;SPC AZ C     -   492,023.753   240,210.485   MT  0.99990888   +0 10 17.3
 FQ0556;SPC AZ C     - 1,614,251.16    788,092.14   iFT  0.99990888   +0 10 17.3
 FQ0556;UTM  12      - 3,921,614.967   443,641.185   MT  0.99963914   -0 21 36.1
 FQ0556
 FQ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0556!SPC AZ C     -   0.99966183  x   0.99990888  =   0.99957074
 FQ0556!UTM  12      -   0.99966183  x   0.99963914  =   0.99930109
 FQ0556
 FQ0556:                Primary Azimuth Mark                     Grid Az
 FQ0556:SPC AZ C     -  FRISCO                                   207 15 10.5
 FQ0556:UTM  12      -  FRISCO                                   207 47 03.9
 FQ0556
 FQ0556|---------------------------------------------------------------------|
 FQ0556| PID    Reference Object                     Distance      Geod. Az  |
 FQ0556|                                                           dddmmss.s |
 FQ0556| FQ0624 FRISCO                              APPROX.11.3 KM 2072527.8 |
 FQ0556|---------------------------------------------------------------------|
 FQ0556
 FQ0556                          SUPERSEDED SURVEY CONTROL
 FQ0556
 FQ0556  NAD 83(1986)-  35 26 10.97266(N)    111 37 15.34949(W) AD(       ) 3
 FQ0556  NGVD 29 (05/08/89) 2177.1    (m)         7143.     (f) VERT ANG       
 FQ0556
 FQ0556.Superseded values are not recommended for survey control.
 FQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0556.See file dsdata.txt to determine how the superseded data were derived.
 FQ0556
 FQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4364121615(NAD 83)
 FQ0556_MARKER: DD = SURVEY DISK
 FQ0556_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0556_SP_SET: SET IN ROCK OUTCROP
 FQ0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0556+STABILITY: POSITION/ELEVATION WELL
 FQ0556
 FQ0556  HISTORY     - Date     Condition        Report By
 FQ0556  HISTORY     - 1965     MONUMENTED       USGS
 FQ0556
 FQ0556                          STATION DESCRIPTION
 FQ0556
 FQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0556'LOCATED ABOUT 16.5 MI N. OF FLAGSTAFF, ABOUT 8.5 MI NW. OF SUNSET
 FQ0556'CRATER, 7 MI NE. OF HUMPHREYS PEAK.  ON TOP KNOWN LOCALLY AS
 FQ0556'DEADMAN LOOKOUT.
 FQ0556'
 FQ0556'TO REACH FROM FLAGSTAFF AT JCT. OF U.S. HWY. 66 AND STATE HWY.
 FQ0556'89, DRIVE 16.5 MI N. ON HWY. 89 TO T-RD. W. AND SIGN (DEADMAN LO
 FQ0556'- 6 KENDRICK PARK - 15).  TURN LEFT AND FOLLOW MAIN-TRAVELED RD.,
 FQ0556'FOREST SERVICE RD. 514 1.2 MI W. TO Y-RD. JCT. 514 AND 417,
 FQ0556'CONTINUE LEFT ON 514 1.6 MI TO Y-RD. JCT. 514 AND 418 AND SIGN
 FQ0556'(DEADMAN LO - 3 REESE SPRINGS - 7 PAT SPRING 8).  TURN LEFT ON 418
 FQ0556'AND FOLLOW MAIN-TRAVELED RD. 2 MI TO T-RD. W.  TURN RIGHT AND
 FQ0556'FOLLOW MAIN-TRAVELED RD. 1 MI TO LOT AND STATION.
 FQ0556'
 FQ0556'STATION MARK--STANDARD TABLET STAMPED---DEADMAN 1965---, SET IN
 FQ0556'ROCK OUTCROP.
 FQ0556'
 FQ0556'RM 1--STANDARD TABLET STAMPED---RM 1 1965---, SET IN CONCRETE LOT
 FQ0556'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5010 ***********************************************************************
 DG5010  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5010  DESIGNATION -  DEADMAN
 DG5010  PID         -  DG5010
 DG5010  STATE/COUNTY-  AZ/GILA
 DG5010  USGS QUAD   -  STRAWBERRY (1967)
 DG5010
 DG5010                         *CURRENT SURVEY CONTROL
 DG5010  ___________________________________________________________________
 DG5010* NAD 83(1992)-  34 24 29.60137(N)    111 34 20.21520(W)     ADJUSTED  
 DG5010* NAVD 88     -      1739.42   (meters)    5706.7    (feet)  GPS OBS   
 DG5010  ___________________________________________________________________
 DG5010  X           -  -1,937,357.957 (meters)                     COMP
 DG5010  Y           -  -4,900,132.174 (meters)                     COMP
 DG5010  Z           -   3,584,865.568 (meters)                     COMP
 DG5010  LAPLACE CORR-           8.99  (seconds)                    DEFLEC99
 DG5010  ELLIP HEIGHT-        1714.09  (meters)          (03/01/04) GPS OBS
 DG5010  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DG5010
 DG5010  HORZ ORDER  -  A
 DG5010  ELLP ORDER  -  FOURTH    CLASS I
 DG5010
 DG5010.The horizontal coordinates were established by GPS observations
 DG5010.and adjusted by the National Geodetic Survey in March 2004..
 DG5010
 DG5010.The orthometric height was determined by GPS observations and a
 DG5010.high-resolution geoid model using precise GPS observation and
 DG5010.processing techniques.
 DG5010
 DG5010.Photographs are available for this station.
 DG5010
 DG5010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5010
 DG5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5010
 DG5010.The ellipsoidal height was determined by GPS observations
 DG5010.and is referenced to NAD 83.
 DG5010
 DG5010.The geoid height was determined by GEOID03.
 DG5010
 DG5010;                    North         East     Units Scale Factor Converg.
 DG5010;SPC AZ E     -   378,827.685    84,135.210   MT  1.00010577   -0 47 39.8
 DG5010;SPC AZ E     - 1,242,872.98    276,034.15   iFT  1.00010577   -0 47 39.8
 DG5010;UTM  12      - 3,807,568.829   447,404.829   MT  0.99963410   -0 19 24.2
 DG5010
 DG5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5010!SPC AZ E     -   0.99973100  x   1.00010577  =   0.99983674
 DG5010!UTM  12      -   0.99973100  x   0.99963410  =   0.99936520
 DG5010
 DG5010                          SUPERSEDED SURVEY CONTROL
 DG5010
 DG5010.No superseded survey control is available for this station.
 DG5010
 DG5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4740507569(NAD 83)
 DG5010_MARKER: DD = SURVEY DISK
 DG5010_SETTING: 66 = SET IN ROCK OUTCROP
 DG5010_STAMPING: DEADMAN 2003 RLS 14169
 DG5010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5010+STABILITY: POSITION/ELEVATION WELL
 DG5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5010+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DG5010
 DG5010  HISTORY     - Date     Condition        Report By
 DG5010  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5010
 DG5010                          STATION DESCRIPTION
 DG5010
 DG5010'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5010'STATION DESCRIPTION  (2003)
 DG5010' 
 DG5010'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5010' 
 DG5010'FROM THE INTERSECTION OF SR-87 AND FOSSIL CREEK ROAD IN STRAWBERRY,
 DG5010'TRAVEL 4.7 MILES WEST TO THE FOSSIL CREEK TRAILHEAD TURNOFF.  TRAVEL
 DG5010'WEST, PAST THE PARKING LOT A DISTANCE OF 0.34 MILES TO A SMALL DIRT
 DG5010'ROAD ON THE LEFT, (SOUTH) DRIVE TO THE END.  THE MONUMENT IS TO THE
 DG5010'RIGHT (WEST) IMBEDDED IN THE ROCK.
 DG5010' 
 DG5010'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0611 ***********************************************************************
 FQ0611  DESIGNATION -  DEADMAN LOOKOUT TOWER
 FQ0611  PID         -  FQ0611
 FQ0611  STATE/COUNTY-  AZ/COCONINO
 FQ0611  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0611
 FQ0611                         *CURRENT SURVEY CONTROL
 FQ0611  ___________________________________________________________________
 FQ0611* NAD 83(1992)-  35 26 10.62398(N)    111 37 15.06330(W)     ADJUSTED  
 FQ0611* NAVD 88     -                                                        
 FQ0611  ___________________________________________________________________
 FQ0611  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FQ0611  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0611
 FQ0611  HORZ ORDER  -  THIRD
 FQ0611
 FQ0611.The horizontal coordinates were established by classical geodetic methods
 FQ0611.and adjusted by the National Geodetic Survey in August 1993..
 FQ0611
 FQ0611
 FQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0611
 FQ0611.The geoid height was determined by GEOID03.
 FQ0611
 FQ0611;                    North         East     Units Scale Factor Converg.
 FQ0611;SPC AZ C     -   492,012.967   240,217.714   MT  0.99990889   +0 10 17.5
 FQ0611;SPC AZ C     - 1,614,215.77    788,115.86   iFT  0.99990889   +0 10 17.5
 FQ0611;UTM  12      - 3,921,604.118   443,648.311   MT  0.99963913   -0 21 35.9
 FQ0611
 FQ0611                          SUPERSEDED SURVEY CONTROL
 FQ0611
 FQ0611  NAD 83(1986)-  35 26 10.60582(N)    111 37 15.07526(W) AD(       ) 4
 FQ0611  NAD 27      -  35 26 10.53034(N)    111 37 12.54699(W) AD(       ) 3
 FQ0611
 FQ0611.Superseded values are not recommended for survey control.
 FQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0611.See file dsdata.txt to determine how the superseded data were derived.
 FQ0611
 FQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4364821604(NAD 83)
 FQ0611_MARKER: 57 = LOOKOUT TOWER
 FQ0611
 FQ0611  HISTORY     - Date     Condition        Report By
 FQ0611  HISTORY     - 1936     FIRST OBSERVED   CGS
 FQ0611  HISTORY     - 1955     GOOD             CGS
 FQ0611
 FQ0611                          STATION DESCRIPTION
 FQ0611
 FQ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0611'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 FQ0611'ABOUT 23 MI. NE OF FLAGSTAFF.
 FQ0611'
 FQ0611'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0611'66 AND 89 E OF FLAGSTAFF, GO N ON U.S. HIGHWAY 89 FOR 16.5 MI.
 FQ0611'TO A CINDER ROAD AND SIGN DEADMAN LOOKOUT 6.  TURN LEFT ON
 FQ0611'THE CINDER ROAD AND FOLLOW SIGNS FOR 6 MI. TO THE TOP OF A
 FQ0611'LOW RIDGE AND THE STATION.  THIS IS A DRIVE STATION.
 FQ0611'
 FQ0611'THE STATION IS THE CUPOLA ON A SMALL WHITE BUILDING ABOUT
 FQ0611'12 FT. SQUARE.  THE BUILDING HAS A GREEN ROOF.
 FQ0611'
 FQ0611'THIS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1570 ***********************************************************************
 DA1570  DESIGNATION -  DEADMAN RM 3
 DA1570  PID         -  DA1570
 DA1570  STATE/COUNTY-  AZ/MARICOPA
 DA1570  USGS QUAD   -  MIDWAY SW (1986)
 DA1570
 DA1570                         *CURRENT SURVEY CONTROL
 DA1570  ___________________________________________________________________
 DA1570* NAD 83(1992)-  32 32 24.43858(N)    112 52 48.49979(W)     ADJUSTED  
 DA1570* NAVD 88     -       395.11   (+/-2cm)    1296.3    (feet)  VERTCON   
 DA1570  ___________________________________________________________________
 DA1570  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DA1570  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DA1570
 DA1570  HORZ ORDER  -  SECOND
 DA1570  VERT ORDER  -  THIRD ? (See Below)
 DA1570
 DA1570.The horizontal coordinates were established by classical geodetic methods
 DA1570.and adjusted by the National Geodetic Survey in August 1993..
 DA1570
 DA1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1570.The vertical order pertains to the NGVD 29 superseded value.
 DA1570
 DA1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1570
 DA1570.The geoid height was determined by GEOID03.
 DA1570
 DA1570;                    North         East     Units Scale Factor Converg.
 DA1570;SPC AZ C     -   171,165.276   122,863.469   MT  1.00000096   -0 31 05.8
 DA1570;SPC AZ C     -   561,565.87    403,095.37   iFT  1.00000096   -0 31 05.8
 DA1570;UTM  12      - 3,601,865.168   323,446.323   MT  0.99998439   -1 00 41.7
 DA1570
 DA1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1570!SPC AZ C     -   0.99994292  x   1.00000096  =   0.99994388
 DA1570!UTM  12      -   0.99994292  x   0.99998439  =   0.99992731
 DA1570
 DA1570:                Primary Azimuth Mark                     Grid Az
 DA1570:SPC AZ C     -  DEADMAN                                  003 01 02.1
 DA1570:UTM  12      -  DEADMAN                                  003 30 38.0
 DA1570
 DA1570|---------------------------------------------------------------------|
 DA1570| PID    Reference Object                     Distance      Geod. Az  |
 DA1570|                                                           dddmmss.s |
 DA1570| DA1569 DEADMAN                             APPROX. 1.2 KM 0022956.3 |
 DA1570|---------------------------------------------------------------------|
 DA1570
 DA1570                          SUPERSEDED SURVEY CONTROL
 DA1570
 DA1570  NAD 83(1986)-  32 32 24.43311(N)    112 52 48.50712(W) AD(       ) 2
 DA1570  NAD 27      -  32 32 24.23380(N)    112 52 45.93402(W) AD(       ) 2
 DA1570  NGVD 29 (07/19/86)  394.46   (m)         1294.2    (f) LEVELING    3  
 DA1570
 DA1570.Superseded values are not recommended for survey control.
 DA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1570.See file dsdata.txt to determine how the superseded data were derived.
 DA1570
 DA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2344601865(NAD 83)
 DA1570_MARKER: DD = SURVEY DISK
 DA1570_SETTING: 66 = SET IN ROCK OUTCROP
 DA1570_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1570+STABILITY: POSITION/ELEVATION WELL
 DA1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1570+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1570
 DA1570  HISTORY     - Date     Condition        Report By
 DA1570  HISTORY     - 1975     MONUMENTED       AZDT
 DA1570  HISTORY     - 19970216 GOOD             USPSQD
 DA1570  HISTORY     - 20060220 GOOD             USPSQD
 DA1570
 DA1570                          STATION DESCRIPTION
 DA1570
 DA1570'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1570'THE STATION IS LOCATED ABOUT 29.7 MILES SOUTHWEST OF GILA BEND
 DA1570'AND 11.7 MILES WEST NORTHWEST OF AJO ALONG THE WEST SIDE OF
 DA1570'STATE ROUTE 85.
 DA1570'
 DA1570'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DEADMAN RM 3
 DA1570'P AND M 1975.  THE MARK IS EPOXIED IN A DRILL HOLE IN A ROCK
 DA1570'OUTCROP WITH A WITNESS POST 4.6 FEET TO THE WEST.
 DA1570'
 DA1570'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1570'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO - STATE
 DA1570'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1570'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILEPOST 30.15.  THE
 DA1570'STATION IS 50.4 FT. WEST OF HWY. 85 CENTERLINE AT THE SOUTH
 DA1570'END OF THE CRATER MOUNTAIN RANGE.
 DA1570'
 DA1570'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1570
 DA1570                          STATION RECOVERY (1997)
 DA1570
 DA1570'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1570'RECOVERED IN GOOD CONDITION.
 DA1570
 DA1570                          STATION RECOVERY (2006)
 DA1570
 DA1570'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1570'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1076 ***********************************************************************
 ES1076  DESIGNATION -  DECKER
 ES1076  PID         -  ES1076
 ES1076  STATE/COUNTY-  AZ/NAVAJO
 ES1076  USGS QUAD   -  BIG PUG TANK (1990)
 ES1076
 ES1076                         *CURRENT SURVEY CONTROL
 ES1076  ___________________________________________________________________
 ES1076* NAD 83(1992)-  34 29 05.19522(N)    110 21 11.70893(W)     ADJUSTED  
 ES1076* NAVD 88     -      1909.3    (meters)    6264.     (feet)  VERTCON   
 ES1076  ___________________________________________________________________
 ES1076  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ES1076  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1076
 ES1076  HORZ ORDER  -  SECOND
 ES1076
 ES1076.The horizontal coordinates were established by classical geodetic methods
 ES1076.and adjusted by the National Geodetic Survey in August 1993..
 ES1076
 ES1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1076
 ES1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1076
 ES1076.The geoid height was determined by GEOID03.
 ES1076
 ES1076;                    North         East     Units Scale Factor Converg.
 ES1076;SPC AZ E     -   386,438.959   196,222.551   MT  0.99990362   -0 06 20.3
 ES1076;SPC AZ E     - 1,267,844.35    643,774.77   iFT  0.99990362   -0 06 20.3
 ES1076;UTM  12      - 3,816,098.926   559,384.768   MT  0.99964347   +0 21 58.3
 ES1076
 ES1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1076!SPC AZ E     -   0.99970414  x   0.99990362  =   0.99960779
 ES1076!UTM  12      -   0.99970414  x   0.99964347  =   0.99934772
 ES1076
 ES1076:                Primary Azimuth Mark                     Grid Az
 ES1076:SPC AZ E     -  PULP MILL WT                             033 49 12.4
 ES1076:UTM  12      -  PULP MILL WT                             033 20 53.8
 ES1076
 ES1076|---------------------------------------------------------------------|
 ES1076| PID    Reference Object                     Distance      Geod. Az  |
 ES1076|                                                           dddmmss.s |
 ES1076| ES1159 PULP MILL WT                        APPROX. 2.8 KM 0334252.1 |
 ES1076| CD2796 DECKER RM 1                           9.430 METERS 05751     |
 ES1076| CD2795 DECKER AZ MK                                       1043406.6 |
 ES1076| CD2797 DECKER RM 2                           9.686 METERS 15329     |
 ES1076| ES1075 DECKER AZ MK 2                      APPROX. 1.9 KM 3220533.5 |
 ES1076|---------------------------------------------------------------------|
 ES1076
 ES1076                          SUPERSEDED SURVEY CONTROL
 ES1076
 ES1076  NAD 83(1986)-  34 29 05.18977(N)    110 21 11.71438(W) AD(       ) 2
 ES1076  NAD 27      -  34 29 05.05820(N)    110 21 09.27510(W) AD(       ) 2
 ES1076  NGVD 29 (07/19/86) 1908.4    (m)         6261.     (f) VERT ANG       
 ES1076
 ES1076.Superseded values are not recommended for survey control.
 ES1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1076.See file dsdata.txt to determine how the superseded data were derived.
 ES1076
 ES1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5938516099(NAD 83)
 ES1076_MARKER: DS = TRIANGULATION STATION DISK
 ES1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1076
 ES1076  HISTORY     - Date     Condition        Report By
 ES1076  HISTORY     - 1936     MONUMENTED       CGS
 ES1076  HISTORY     - 1958     GOOD             CGS
 ES1076  HISTORY     - 1960     GOOD             USGS
 ES1076
 ES1076                          STATION DESCRIPTION
 ES1076
 ES1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1076'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT PROMINENT
 ES1076'WOODED HILL, LYING ABOUT 16 MILES WEST OF SNOWFLAKE AND ABOUT
 ES1076'30 MILES SOUTH-SOUTHWEST OF HOLBROOK.  IT IS ABOUT 0.5 MILE
 ES1076'NORTH OF THE SNOWFLAKE-HEBER HIGHWAY.
 ES1076'
 ES1076'TO REACH FROM THE SNOWFLAKE POST OFFICE, GO NORTH ON STATE
 ES1076'HIGHWAY 77 FOR 0.4 MILE TO HIGHWAY BRIDGE, CONTINUE NORTH ON
 ES1076'HIGHWAY 77 FOR 0.2 MILE, TURN LEFT OFF THE HIGHWAY AND GO WEST
 ES1076'ON THE GRADED ROAD (SNOWFLAKE-HEBER ROAD) 3.5 MILES, KEEP
 ES1076'THE LEFT FORK, WHICH IS THE MAIN GRADED HEBER ROAD, AND GO
 ES1076'11.0 MILES, CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD
 ES1076'1.0 MILE TO ROAD SUMMIT.  AZIMUTH MARK IS LOCATED HERE, 20 FEET
 ES1076'NORTH OF CENTERLINE OF ROAD AND ABOUT 80 FEET WEST OF SUMMIT.
 ES1076'(FROM THIS SUMMIT THE STATION CAN BE SEEN AS THE FIRST
 ES1076'PROMINENT LOW HILL DUE WEST.) CONTINUE ON HIGHWAY 0.4 MILE,
 ES1076'TURN RIGHT HERE AND DRIVE ACROSS COUNTRY
 ES1076'NORTH-NORTHWEST 0.5 MILE TO HIGHEST POINT OF HILL AND
 ES1076'STATION.
 ES1076'
 ES1076'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1076'DESCRIBED.
 ES1076
 ES1076                          STATION RECOVERY (1958)
 ES1076
 ES1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1076'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1076'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ES1076'
 ES1076'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT
 ES1076'PROMINENT WOODED HILL, ABOUT 30 MILES SOUTH-SOUTHWEST OF
 ES1076'HOLBROOK, ABOUT 16 MILES WEST OF SNOWFLAKE, ABOUT 0.5 MILE
 ES1076'NORTH OF THE SNOWFLAKE-HEBER HIGHWAY AND 4 FEET WEST OF A
 ES1076'WITNESS POST.  THE MARK PROJECTS 12 INCHES ABOVE THE SURFACE
 ES1076'OF THE GROUND AND IS STAMPED DECKER 1936.
 ES1076'
 ES1076'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 ES1076'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1076'IS STAMPED DECKER NO 1 1936.
 ES1076'
 ES1076'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 ES1076'THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND
 ES1076'AND IS STAMPED DECKER NO 2 1936.
 ES1076'
 ES1076'AZIMUTH MARK IS 57 FEET NORTH OF THE CENTER OF THE GRAVELED
 ES1076'ROAD AND 1 FOOT WEST OF A WITNESS POST.  THE MARK IS SET FLUSH
 ES1076'WITH THE SURFACE OF THE GROUND AND IS STAMPED DECKER 1936.
 ES1076'
 ES1076'TO REACH THE STATION FROM THE POST OFFICE IN SNOWFLAKE, GO NORTH
 ES1076'ON STATE HIGHWAY NO. 77 FOR 0.35 MILE TO A CROSS STREET, TURN
 ES1076'LEFT AND GO WEST ON THE TAR STREET AND GRAVELED ROAD FOR 10.0
 ES1076'MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE REACHING A CATTLE
 ES1076'GUARD, CONTINUE WEST ON THE GRAVELED ROAD AND GO 4.0 MILES TO A
 ES1076'CATTLE GUARD AND A SIGN SITGREAVES NATIONAL FOREST, CONTINUE
 ES1076'WEST ON THE GRAVELED ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON
 ES1076'THE RIGHT AS DESCRIBED, CONTINUE WEST ON THE GRAVELED ROAD FOR
 ES1076'0.4 MILE, TURN RIGHT LEAVING THE GRAVELED ROAD AND DRIVE
 ES1076'NORTHERLY PICKING THE BEST ROUTE THROUGH THE TREES FOR 0.6
 ES1076'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 ES1076'
 ES1076'OBSERVATIONS WERE MADE FROM A 12 FOOT STAND.
 ES1076
 ES1076                          STATION RECOVERY (1960)
 ES1076
 ES1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1076'RECOVERED IN GOOD CONDITION EXCEPT RM 2 HAS BEEN RUN OVER BY A
 ES1076'BULLDOZER WHICH CHIPPED THE CONCRETE BADLY BUT APPARENTLY DID NOT
 ES1076'DISTURB ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1075 ***********************************************************************
 ES1075  DESIGNATION -  DECKER AZ MK 2
 ES1075  PID         -  ES1075
 ES1075  STATE/COUNTY-  AZ/NAVAJO
 ES1075  USGS QUAD   -  BIG PUG TANK (1990)
 ES1075
 ES1075                         *CURRENT SURVEY CONTROL
 ES1075  ___________________________________________________________________
 ES1075* NAD 83(1992)-  34 29 53.58773(N)    110 21 57.22599(W)     ADJUSTED  
 ES1075* NAVD 88     -      1864.7    (meters)    6118.     (feet)  VERTCON   
 ES1075  ___________________________________________________________________
 ES1075  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ES1075  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ES1075
 ES1075  HORZ ORDER  -  SECOND
 ES1075
 ES1075.The horizontal coordinates were established by classical geodetic methods
 ES1075.and adjusted by the National Geodetic Survey in August 1993..
 ES1075
 ES1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1075
 ES1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1075
 ES1075.The geoid height was determined by GEOID03.
 ES1075
 ES1075;                    North         East     Units Scale Factor Converg.
 ES1075;SPC AZ E     -   387,932.206   195,064.199   MT  0.99990412   -0 06 46.2
 ES1075;SPC AZ E     - 1,272,743.46    639,974.41   iFT  0.99990412   -0 06 46.2
 ES1075;UTM  12      - 3,817,582.194   558,214.463   MT  0.99964177   +0 21 33.0
 ES1075
 ES1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1075!SPC AZ E     -   0.99971114  x   0.99990412  =   0.99961529
 ES1075!UTM  12      -   0.99971114  x   0.99964177  =   0.99935301
 ES1075
 ES1075:                Primary Azimuth Mark                     Grid Az
 ES1075:SPC AZ E     -  DECKER                                   142 11 53.9
 ES1075:UTM  12      -  DECKER                                   141 43 34.7
 ES1075
 ES1075|---------------------------------------------------------------------|
 ES1075| PID    Reference Object                     Distance      Geod. Az  |
 ES1075|                                                           dddmmss.s |
 ES1075| ES1076 DECKER                              APPROX. 1.9 KM 1420507.7 |
 ES1075|---------------------------------------------------------------------|
 ES1075
 ES1075                          SUPERSEDED SURVEY CONTROL
 ES1075
 ES1075  NAD 83(1986)-  34 29 53.58239(N)    110 21 57.23164(W) AD(       ) 2
 ES1075  NAD 27      -  34 29 53.44990(N)    110 21 54.78840(W) AD(       ) 2
 ES1075  NGVD 29 (04/27/90) 1863.8    (m)         6115.     (f) VERT ANG       
 ES1075
 ES1075.Superseded values are not recommended for survey control.
 ES1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1075.See file dsdata.txt to determine how the superseded data were derived.
 ES1075
 ES1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5821417582(NAD 83)
 ES1075_MARKER: DS = TRIANGULATION STATION DISK
 ES1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1075
 ES1075  HISTORY     - Date     Condition        Report By
 ES1075  HISTORY     - 1936     MONUMENTED       CGS
 ES1075  HISTORY     - 1960     GOOD             USGS
 ES1075
 ES1075                          STATION DESCRIPTION
 ES1075
 ES1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1075'AN AZIMUTH MARK FOR DECKER.  IT WAS OCCUPIED IN ORDER TO
 ES1075'PROVIDE THE PROPER SPACING OF CONTROL IN THIS VICINITY OF
 ES1075'THE AREA.  IT IS 11 MILES NORTH-NORTHEAST OF CLAY SPRINGS,
 ES1075'1.5 MILES NORTHWEST OF DECKER, 1-1/2 MILES NORTH OF THE
 ES1075'SNOWFLAKE-HEBER HIGHWAY, 3/4 MILE SOUTHEAST OF A LARGE SURFACE
 ES1075'RESERVOIR AND CORRALS, ON THE SUMMIT OF A SMALL ROUNDED KNOLL
 ES1075'COVERED WITH SCRUB PINON AND JUNIPER TREES, 0.35 MILE EAST OF
 ES1075'TRACK ROAD LEADING PAST RESERVOIR AND CORRALS, 100 YARDS
 ES1075'NORTH OF STRAND WIRE FENCE.  MARK IS A STANDARD AZIMUTH DISK
 ES1075'SET IN CONCRETE IN A 4 INCH CAST IRON PIPE WHICH IS BURIED
 ES1075'IN THE GROUND.
 ES1075'
 ES1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 ES1075'AND 260 AT HOLBROOK, GO SOUTH ON HIGHWAY 260 FOR 0.9 MILE AND
 ES1075'BEAR RIGHT ON STATE HIGHWAY 77 AT JUNCTION, THENCE 26.6 MILES
 ES1075'AND TURN RIGHT ON GRADED ROAD 0.2 MILE BEFORE REACHING
 ES1075'STEEL-TRUSS BRIDGE AT NORTH EDGE OF SNOWFLAKE, THENCE WEST ON
 ES1075'THE MAIN GRADED ROAD FOR 15.3 MILES, OR 0.85 MILE PAST CATTLE
 ES1075'GUARD, AND TURN RIGHT ON DIM TRACK ROAD JUST BEFORE REACHING
 ES1075'CREST OF GRADE, THENCE 1.2 MILES AND CONTINUE NORTH ALONG
 ES1075'EAST-WEST FENCE FOR 1.0 MILE AND TURN RIGHT THROUGH GATE,
 ES1075'TURN RIGHT AGAIN AND GO EAST ALONG THE FENCE FOR 0.35 MILE,
 ES1075'TURN LEFT AROUND WASH AND GO NORTH FOR 0.05 MILE TO THE
 ES1075'SUMMIT OF THE KNOLL AND THE STATION.
 ES1075'
 ES1075'NO REFERENCE MARKS AT THIS STATION.
 ES1075'
 ES1075'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ES1075
 ES1075                          STATION RECOVERY (1960)
 ES1075
 ES1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0670 ***********************************************************************
 FQ0670  DESIGNATION -  DEE
 FQ0670  PID         -  FQ0670
 FQ0670  STATE/COUNTY-  AZ/COCONINO
 FQ0670  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0670
 FQ0670                         *CURRENT SURVEY CONTROL
 FQ0670  ___________________________________________________________________
 FQ0670* NAD 83(1992)-  35 14 47.84046(N)    111 54 00.34574(W)     ADJUSTED  
 FQ0670* NAVD 88     -      2257.     (meters)    7405.     (feet)  SCALED    
 FQ0670  ___________________________________________________________________
 FQ0670  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FQ0670  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0670
 FQ0670  HORZ ORDER  -  SECOND
 FQ0670
 FQ0670.The horizontal coordinates were established by classical geodetic methods
 FQ0670.and adjusted by the National Geodetic Survey in August 1993..
 FQ0670
 FQ0670.The orthometric height was scaled from a topographic map.
 FQ0670
 FQ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0670
 FQ0670.The geoid height was determined by GEOID03.
 FQ0670
 FQ0670;                    North         East     Units Scale Factor Converg.
 FQ0670;SPC AZ C     -   470,932.589   214,867.999   MT  0.99990003   +0 00 34.4
 FQ0670;SPC AZ C     - 1,545,054.43    704,947.50   iFT  0.99990003   +0 00 34.4
 FQ0670;UTM  12      - 3,900,764.324   418,110.812   MT  0.99968264   -0 31 10.1
 FQ0670
 FQ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0670!SPC AZ C     -   0.99964948  x   0.99990003  =   0.99954955
 FQ0670!UTM  12      -   0.99964948  x   0.99968264  =   0.99933223
 FQ0670
 FQ0670|---------------------------------------------------------------------|
 FQ0670| PID    Reference Object                     Distance      Geod. Az  |
 FQ0670|                                                           dddmmss.s |
 FQ0670| CH3028 DEE RM 1                              6.237 METERS 02050     |
 FQ0670| CH3029 DEE RM 2                              6.257 METERS 11032     |
 FQ0670| FQ0279 PARKS                               APPROX. 4.6 KM 2880333.0 |
 FQ0670|---------------------------------------------------------------------|
 FQ0670
 FQ0670                          SUPERSEDED SURVEY CONTROL
 FQ0670
 FQ0670  NAD 83(1986)-  35 14 47.83787(N)    111 54 00.34220(W) AD(       ) 2
 FQ0670  NAD 27      -  35 14 47.79970(N)    111 53 57.75140(W) AD(       ) 2
 FQ0670
 FQ0670.Superseded values are not recommended for survey control.
 FQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0670.See file dsdata.txt to determine how the superseded data were derived.
 FQ0670
 FQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1811100764(NAD 83)
 FQ0670_MARKER: DS = TRIANGULATION STATION DISK
 FQ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0670
 FQ0670  HISTORY     - Date     Condition        Report By
 FQ0670  HISTORY     - 1958     MONUMENTED       CGS
 FQ0670
 FQ0670                          STATION DESCRIPTION
 FQ0670
 FQ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0670'THE STATION IS LOCATED ON TOP OF A SMALL HILL THAT IS COVERED
 FQ0670'WITH PINE TREES.  IT IS 15 MILES WEST OF FLAGSTAFF, 2 MILES
 FQ0670'WEST OF THE NOD INDIAN VILLAGE AND ABOUT 1/2 MILE SOUTH OF
 FQ0670'THE HIGHWAY.
 FQ0670'
 FQ0670'TO REACH THE STATION FROM THE RAILROAD STATION IN FLAGSTAFF,
 FQ0670'GO WEST AND SOUTH ON U.S. HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE
 FQ0670'JUNCTION OF U.S. HIGHWAY 89A, KEEP RIGHT, WEST, ON U.S. HIGHWAYS
 FQ0670'66 AND 89 FOR 13.0 MILES TO A ROAD ON THE LEFT, SOUTH, LEADING
 FQ0670'TO THE NOD INDIAN VILLAGE.  KEEP STRAIGHT AHEAD ON U.S. HIGHWAYS
 FQ0670'66 AND 89 FOR 1.95 MILES TO A LARGE ROCK CUT.  PACK SOUTH HERE
 FQ0670'FOR ABOUT 0.4 MILE TO THE STATION ON TOP OF A SMALL HILL.
 FQ0670'
 FQ0670'THE STATION MARK, STAMPED DEE 1958, IS A STANDARD DISK SET IN
 FQ0670'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0670'INCHES.  IT IS 15 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE
 FQ0670'AND 13 FEET SOUTHEAST OF THE WITNESS POST.
 FQ0670'
 FQ0670'REFERENCE MARK NO. 1, STAMPED DEE NO 1 1958, IS A STANDARD
 FQ0670'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0670'PROJECTS 3 INCHES.  IT IS 17 FEET NORTHEAST OF THE WITNESS POST
 FQ0670'AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 FQ0670'
 FQ0670'REFERENCE MARK NO. 2, STAMPED DEE NO 2 1958, IS A STANDARD
 FQ0670'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0670'PROJECTS 4 INCHES.  IT IS 15 FEET SOUTH OF A TRIANGULAR BLAZED
 FQ0670'TREE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1772 ***********************************************************************
 CZ1772  DESIGNATION -  DEER
 CZ1772  PID         -  CZ1772
 CZ1772  STATE/COUNTY-  AZ/GRAHAM
 CZ1772  USGS QUAD   -  BOOGER CANYON (1972)
 CZ1772
 CZ1772                         *CURRENT SURVEY CONTROL
 CZ1772  ___________________________________________________________________
 CZ1772* NAD 83(1992)-  32 54 46.64176(N)    110 25 40.78954(W)     ADJUSTED  
 CZ1772* NAVD 88     -      1219.2    (meters)    4000.     (feet)  VERTCON   
 CZ1772  ___________________________________________________________________
 CZ1772  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ1772  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CZ1772
 CZ1772  HORZ ORDER  -  SECOND
 CZ1772
 CZ1772.The horizontal coordinates were established by classical geodetic methods
 CZ1772.and adjusted by the National Geodetic Survey in August 1993..
 CZ1772
 CZ1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1772
 CZ1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1772
 CZ1772.The geoid height was determined by GEOID03.
 CZ1772
 CZ1772;                    North         East     Units Scale Factor Converg.
 CZ1772;SPC AZ E     -   212,129.302   188,916.288   MT  0.99990736   -0 08 31.2
 CZ1772;SPC AZ E     -   695,962.28    619,804.09   iFT  0.99990736   -0 08 31.2
 CZ1772;UTM  12      - 3,641,782.385   553,486.902   MT  0.99963527   +0 18 38.9
 CZ1772
 CZ1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1772!SPC AZ E     -   0.99981292  x   0.99990736  =   0.99972030
 CZ1772!UTM  12      -   0.99981292  x   0.99963527  =   0.99944826
 CZ1772
 CZ1772|---------------------------------------------------------------------|
 CZ1772| PID    Reference Object                     Distance      Geod. Az  |
 CZ1772|                                                           dddmmss.s |
 CZ1772| CC7235 DEER RM 1                            10.080 METERS 01114     |
 CZ1772| CC7234 DEER AZ MK                                         0435446.1 |
 CZ1772| CC7236 DEER RM 2                             7.768 METERS 25132     |
 CZ1772|---------------------------------------------------------------------|
 CZ1772
 CZ1772                          SUPERSEDED SURVEY CONTROL
 CZ1772
 CZ1772  NAD 83(1986)-  32 54 46.63847(N)    110 25 40.78787(W) AD(       ) 2
 CZ1772  NAD 27      -  32 54 46.40300(N)    110 25 38.44900(W) AD(       ) 2
 CZ1772  NGVD 29 (07/19/86) 1218.5    (m)         3998.     (f) VERT ANG       
 CZ1772
 CZ1772.Superseded values are not recommended for survey control.
 CZ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1772.See file dsdata.txt to determine how the superseded data were derived.
 CZ1772
 CZ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5348741782(NAD 83)
 CZ1772_MARKER: DS = TRIANGULATION STATION DISK
 CZ1772_SETTING: 80 = SET IN A BOULDER
 CZ1772_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1772
 CZ1772  HISTORY     - Date     Condition        Report By
 CZ1772  HISTORY     - 1946     MONUMENTED       CGS
 CZ1772  HISTORY     - 1968     GOOD             CGS
 CZ1772
 CZ1772                          STATION DESCRIPTION
 CZ1772
 CZ1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1772'STATION IS ON A RISE IN A RIDGE WHICH IS LOCATED ABOUT 1-1/2
 CZ1772'MILES NE OF WHERE TURKEY CREEK RUNS INTO ARAVAIPA CANYON AT
 CZ1772'THE END OF THE ROAD DOWN THE CANYON, AND ABOUT 7 MILES NW
 CZ1772'OF KLONDYKE.
 CZ1772'
 CZ1772'TO REACH FROM THE GENERAL STORE IN KLONDYKE, GO NW ON THE MAIN
 CZ1772'ROAD 3.7 MILES TO A LEFT TURN AT TIN-ROOFED HOUSE AND WINDMILL
 CZ1772'IN CORNER OF THE YARD.  TURN LEFT OFF THE MAIN ROAD AND FOLLOW
 CZ1772'THE ROAD DOWN THE CANYON 0.15 MILE, KEEP RIGHT FORK AND CONTINUE
 CZ1772'ON THE MAIN TRAVELED ROAD 2.35 MILES TO WHERE IT TURNS RIGHT
 CZ1772'ACROSS THE CREEK.  CROSS CREEK AND CONTINUE 1.35 MILES TO A
 CZ1772'RANCH HOUSE AND SEVERAL BUILDINGS.  GO THROUGH THE YARD, BEARING
 CZ1772'TO THE LEFT ON THE LEFT ON THE ROAD FOR 0.05 MILE TO CATTLE
 CZ1772'GUARD.  CONTINUE 0.25 MILE TO A SIDE ROAD RIGHT UP A WASH.  TURN
 CZ1772'RIGHT UP THE WASH FOR 1 MILE TO DIM FORK LEFT UP ANOTHER
 CZ1772'WASH.  GO UP THIS WASH 0.3 MILE, THENCE TURN SHARP LEFT
 CZ1772'ACROSS WASH AND FOLLOW ROAD UP RIDGE 1 MILE TO THE AZIMUTH
 CZ1772'MARK ON THE LEFT, 0.05 MILE BEFORE REACHING A FENCE LINE
 CZ1772'WHERE THE ROAD BEARS RIGHT.  FROM HERE, PACK LEFT ALONG THE FENCE
 CZ1772'LINE TO THE SECOND PROMINENT TURN IN THE FENCE WHERE IT STARTS
 CZ1772'TO DROP INTO THE CANYON.  HERE BEAR LEFT ALONG THE RIDGE FOR
 CZ1772'ABOUT 1/2 MILE TO THE STATION.  ABOUT A 20-MINUTE PACK FROM
 CZ1772'THE AZIMUTH MARK.
 CZ1772'
 CZ1772'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DEER 1946,
 CZ1772'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 CZ1772'INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE HIGHEST PART
 CZ1772'OF THE HILL.
 CZ1772'
 CZ1772'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DEER NO 1
 CZ1772'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1772'1 INCH ABOVE THE GROUND.  IT IS LOCATED NNE OF THE STATION AND
 CZ1772'ABOUT 1 FOOT LOWER.
 CZ1772'
 CZ1772'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DEER NO 2
 CZ1772'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1772'3 INCHES ABOVE THE GROUND.  IT IS LOCATED WSW OF THE STATION
 CZ1772'AND ABOUT 2 FEET LOWER.
 CZ1772'
 CZ1772'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED DEER 1946,
 CZ1772'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 CZ1772'INCHES ABOVE THE GROUND.  IT IS LOCATED NE OF THE STATION, 6
 CZ1772'FEET SW OF THE CENTER OF THE ROAD, AND 3 FEET SE OF A 4- BY
 CZ1772'4-INCH WHITE WITNESS POST.
 CZ1772
 CZ1772                          STATION RECOVERY (1968)
 CZ1772
 CZ1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CZ1772'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL FOUND IN GOOD
 CZ1772'CONDITION.
 CZ1772'
 CZ1772'TO REACH THE STATION FROM THE POST OFFICE IN KLONDYKE, GO NW
 CZ1772'3.7 MILES TO A ROAD LEFT, JUST BEFORE A RANCH HOUSE AND WINDMILL.
 CZ1772'TURN LEFT (WEST) AND GO FOR 0.3 MILES ACROSS A CREEK BED.  TURN
 CZ1772'RIGHT (NW) AND FOLLOW THE MAIN ROAD 2.7 MILES TO WHERE IT TURNS
 CZ1772'RIGHT ACROSS THE CREEK.  CROSS THE CREEK AND GO 1.35 MILES TO
 CZ1772'A RANCH HOUSE AND OTHER BUILDINGS.  CONTINUE THROUGH THE RANCH
 CZ1772'YARD 0.05 MILES TO A CATTLEGUARD.  CONTINUE ALONG THE ROAD FOR
 CZ1772'0.25 MILES TO A SIDE ROAD RIGHT LEADING UP A WASH.  TURN RIGHT
 CZ1772'AND GO UP THE WASH FOR 1.0 MILE TO A TRACK ROAD UP ANOTHER
 CZ1772'WASH.  TURN LEFT, UP THE SMALLER WASH, AND GO FOR 0.3 MILES TO
 CZ1772'WHERE THE ROAD TURNS SHARPLY ACROSS THE WASH.  CONTINUE ACROSS
 CZ1772'THE WASH AND UP THE RIDGE ON THE ROAD FOR 1.0 MILES TO A
 CZ1772'TRACK ROAD LEFT, UP THE HILL.  THE AZIMUTH IS AT THE TOP.
 CZ1772'FROM THE AZIMUTH CONTINUE 0.05 MILES TO A FENCE.  TURN LEFT
 CZ1772'AND FOLLOW THE TRACK ROAD LEFT ALONG THE FENCE FOR 0.5 MILES.
 CZ1772'HERE THE FENCE TURNS RIGHT AND DOWN INTO THE CANYON.  FOLLOW
 CZ1772'THE TRACK ROAD LEFT ALONG THE RIDGE FOR 0.5 MILES TO THE STATION
 CZ1772'ON THE LEFT.  FOUR WHEEL DRIVE NEEDED.
 CZ1772'
 CZ1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NW
 CZ1772'OF KLONDYKE, ARIZONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1080 ***********************************************************************
 ES1080  DESIGNATION -  DEER
 ES1080  PID         -  ES1080
 ES1080  STATE/COUNTY-  AZ/NAVAJO
 ES1080  USGS QUAD   -  DAY SPRING (1990)
 ES1080
 ES1080                         *CURRENT SURVEY CONTROL
 ES1080  ___________________________________________________________________
 ES1080* NAD 83(1992)-  34 18 22.55353(N)    110 25 15.51015(W)     ADJUSTED  
 ES1080* NAVD 88     -      2211.3    (meters)    7255.     (feet)  VERTCON   
 ES1080  ___________________________________________________________________
 ES1080  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ES1080  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1080
 ES1080  HORZ ORDER  -  SECOND
 ES1080
 ES1080.The horizontal coordinates were established by classical geodetic methods
 ES1080.and adjusted by the National Geodetic Survey in August 1993..
 ES1080
 ES1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1080
 ES1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1080
 ES1080.The geoid height was determined by GEOID03.
 ES1080
 ES1080;                    North         East     Units Scale Factor Converg.
 ES1080;SPC AZ E     -   366,652.209   189,952.741   MT  0.99990675   -0 08 36.0
 ES1080;SPC AZ E     - 1,202,927.19    623,204.53   iFT  0.99990675   -0 08 36.0
 ES1080;UTM  12      - 3,796,266.606   553,279.367   MT  0.99963499   +0 19 34.9
 ES1080
 ES1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1080!SPC AZ E     -   0.99965675  x   0.99990675  =   0.99956353
 ES1080!UTM  12      -   0.99965675  x   0.99963499  =   0.99929186
 ES1080
 ES1080|---------------------------------------------------------------------|
 ES1080| PID    Reference Object                     Distance      Geod. Az  |
 ES1080|                                                           dddmmss.s |
 ES1080| ES1081 DEER SPRINGS RM 2                    17.017 METERS 01734     |
 ES1080| CD2801 DEER RM 1                            20.629 METERS 25411     |
 ES1080| CD2800 DEER AZ MK                                         3000221.5 |
 ES1080| ES1079 DEER SPRINGS                         22.247 METERS 31752     |
 ES1080|---------------------------------------------------------------------|
 ES1080
 ES1080                          SUPERSEDED SURVEY CONTROL
 ES1080
 ES1080  NAD 83(1986)-  34 18 22.54897(N)    110 25 15.51414(W) AD(       ) 2
 ES1080  NAD 27      -  34 18 22.40290(N)    110 25 13.07500(W) AD(       ) 2
 ES1080  NGVD 29 (07/19/86) 2210.3    (m)         7252.     (f) VERT ANG       
 ES1080
 ES1080.Superseded values are not recommended for survey control.
 ES1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1080.See file dsdata.txt to determine how the superseded data were derived.
 ES1080
 ES1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5327996267(NAD 83)
 ES1080_MARKER: DS = TRIANGULATION STATION DISK
 ES1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1080
 ES1080  HISTORY     - Date     Condition        Report By
 ES1080  HISTORY     - 1958     MONUMENTED       CGS
 ES1080  HISTORY     - 1967     GOOD             CGS
 ES1080
 ES1080                          STATION DESCRIPTION
 ES1080
 ES1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1080'THE STATION IS LOCATED ABOUT 23 MILES WEST-NORTHWEST OF SHOW
 ES1080'LOW AND 7 MILES SOUTH OF ARIPINE, ON THE MOGOLLON RIM, NEAR
 ES1080'THE BOUNDARY LINE BETWEEN THE SITGREAVES NATIONAL FOREST AND
 ES1080'THE FORT APACHE INDIAN RESERVATION, 73 FEET SOUTHEAST OF
 ES1080'THE CENTER OF THE DEER SPRINGS, LOOKOUT TOWER AND 61 FEET
 ES1080'EAST OF THE NORTHEAST CORNER OF THE LOOKOUT TENANT HOUSE.
 ES1080'THE MARK PROJECTS 3 INCHES AND IS STAMPED DEER 1958.
 ES1080'
 ES1080'REFERENCE MARK NO. 1 IS SET NEAR THE NORTHEAST EDGE OF THE
 ES1080'CEMENT CAP OF A CISTERN WHICH MEASURED ABOUT 7 FEET IN DIAMETER
 ES1080'AND PROJECTS 8 INCHES.  IT IS 5 FEET SOUTH OF THE TENANT
 ES1080'HOUSE.  THE MARK IS STAMPED DEER NO 1 1958.
 ES1080'
 ES1080'THE U.S. GEOLOGICAL SURVEY, BENCH MARK IS LOCATED DIRECTLY
 ES1080'UNDER THE CENTER OF THE LOOKOUT TOWER.  IT IS SET IN A BLOCK
 ES1080'OF CONCRETE WHICH MEASURES 1 BY 1 FOOT AND PROJECTS 2 INCHES.
 ES1080'THE MARK IS STAMPED 1932 DEER SPRINGS.
 ES1080'
 ES1080'THE U.S. GEOLOGICAL SURVEY, REFERENCE MARK IS 59 FEET EAST
 ES1080'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT IS SET IN A
 ES1080'BLOCK OF CONCRETE WHICH MEASURED 1 BY 1 FOOT AND PROJECTS 6
 ES1080'INCHES.  THE MARK IS STAMPED DEER SPRINGS NO 2 1932.
 ES1080'
 ES1080'THE AZIMUTH MARK IS AT THE CREST OF A SMALL HILL, 22 FEET
 ES1080'WEST OF THE CENTER OF A GRADED ROAD AND 2 FEET SOUTH OF A
 ES1080'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 ES1080'DEER 1958.
 ES1080'
 ES1080'THE DEER SPRINGS LOOKOUT TOWER WHICH IS CENTERED OVER THE U.S.
 ES1080'GEOLOGICAL SURVEY BENCH MARK IS A METAL AND GLASS ENCLOSED
 ES1080'CAB SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE OVERALL
 ES1080'HEIGHT IS 60 FEET.
 ES1080'
 ES1080'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO
 ES1080'NORTH FOR 0.2 MILE ON STATE HIGHWAY 173 TO THE JUNCTION
 ES1080'WITH U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND FOLLOW IT
 ES1080'FOR 4.7 MILES TO A DIRT ROAD RIGHT AND THE SIGNS, FORT APACHE
 ES1080'INDIAN RESERVATION, AND RIM ROAD 27 DEER SPRINGS LOOKOUT.
 ES1080'TURN RIGHT ON THE GRADED DIRT ROAD AND FOLLOW IT AS PER SIGNS
 ES1080'FOR 27.5 MILES TO A NUMBER OF SIGNS AND A SIDE ROAD RIGHT,
 ES1080'*TURN RIGHT ON THE SIDE ROAD AND GO 0.1 MILE TO THE LOOKOUT
 ES1080'TOWER AND THE STATION AS DESCRIBED.
 ES1080'
 ES1080'*TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD ON THE
 ES1080'MAIN GRADED ROAD FOR 0.2 MILES TO A FORK, TAKE THE RIGHT FORK
 ES1080'AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ES1080
 ES1080                          STATION RECOVERY (1967)
 ES1080
 ES1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1080'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ES1080'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ES1080'
 ES1080'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 ES1080'
 ES1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 ES1080'WEST-SOUTHWEST OF SHOW LOW, 27 MILES WEST-NORTHWEST OF STATE
 ES1080'HIGHWAY 789 AND U.S. HIGHWAY 60 AND 73 FEET SOUTHEAST OF THE
 ES1080'DEER SPRINGS, LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0849 ***********************************************************************
 ES0849  DESIGNATION -  DEER
 ES0849  PID         -  ES0849
 ES0849  STATE/COUNTY-  AZ/GILA
 ES0849  USGS QUAD   -  GISELA (1972)
 ES0849
 ES0849                         *CURRENT SURVEY CONTROL
 ES0849  ___________________________________________________________________
 ES0849* NAD 83(1992)-  34 04 37.45501(N)    111 21 25.68135(W)     ADJUSTED  
 ES0849* NAVD 88     -       946.2    (meters)    3104.     (feet)  VERTCON   
 ES0849  ___________________________________________________________________
 ES0849  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 ES0849  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ES0849
 ES0849  HORZ ORDER  -  SECOND
 ES0849
 ES0849.The horizontal coordinates were established by classical geodetic methods
 ES0849.and adjusted by the National Geodetic Survey in August 1993..
 ES0849
 ES0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0849
 ES0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0849
 ES0849.The geoid height was determined by GEOID03.
 ES0849
 ES0849;                    North         East     Units Scale Factor Converg.
 ES0849;SPC AZ E     -   341,841.550   103,486.405   MT  1.00004877   -0 40 01.5
 ES0849;SPC AZ E     - 1,121,527.40    339,522.33   iFT  1.00004877   -0 40 01.5
 ES0849;UTM  12      - 3,770,759.033   467,049.212   MT  0.99961338   -0 12 00.4
 ES0849
 ES0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0849!SPC AZ E     -   0.99985564  x   1.00004877  =   0.99990440
 ES0849!UTM  12      -   0.99985564  x   0.99961338  =   0.99946908
 ES0849
 ES0849:                Primary Azimuth Mark                     Grid Az
 ES0849:SPC AZ E     -  HOG                                      001 06 48.6
 ES0849:UTM  12      -  HOG                                      000 38 47.5
 ES0849
 ES0849|---------------------------------------------------------------------|
 ES0849| PID    Reference Object                     Distance      Geod. Az  |
 ES0849|                                                           dddmmss.s |
 ES0849| ES0861 HOG                                 APPROX. 4.5 KM 0002647.1 |
 ES0849| DZ1284 DEER RM 1                            11.332 METERS 01257     |
 ES0849| DZ1285 DEER RM 2                            10.407 METERS 19219     |
 ES0849|---------------------------------------------------------------------|
 ES0849
 ES0849                          SUPERSEDED SURVEY CONTROL
 ES0849
 ES0849  NAD 83(1986)-  34 04 37.44667(N)    111 21 25.68522(W) AD(       ) 2
 ES0849  NGVD 29 (07/10/87)  945.6    (m)         3102.     (f) VERT ANG       
 ES0849
 ES0849.Superseded values are not recommended for survey control.
 ES0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0849.See file dsdata.txt to determine how the superseded data were derived.
 ES0849
 ES0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6704970759(NAD 83)
 ES0849_MARKER: DS = TRIANGULATION STATION DISK
 ES0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0849+STABILITY: SURFACE MOTION
 ES0849
 ES0849  HISTORY     - Date     Condition        Report By
 ES0849  HISTORY     - 1981     MONUMENTED       AZDT
 ES0849
 ES0849                          STATION DESCRIPTION
 ES0849
 ES0849'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0849'THE STATION IS LOCATED 10.5 MILES SOUTH OF PAYSON, 4.5 MILES SOUTHWEST
 ES0849'OF GISELA AND 5 MILES NORTHWEST OF JAKES CORNER ON TOP OF A LOW RIDGE
 ES0849'ALONG ARIZONA HIGHWAY 87.
 ES0849'
 ES0849'THE STATION MARK IS AN AZDT DISK STAMPED---DEER 1981---SET IN TOP
 ES0849'OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0849'AND 4 FEET SOUTHWEST OF THE WITNESS POST AND SIGN.
 ES0849'
 ES0849'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DEER RM 1 1981---SET
 ES0849'IN TOP OF A CONCRETE MONUMENT.
 ES0849'
 ES0849'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DEER RM 2 1981---SET
 ES0849'IN TOP OF A CONCRETE MONUMENT.
 ES0849'
 ES0849'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 ES0849'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 ES0849'STATE ROUTE 87.  TURN RIGHT FOR 9.65 MILES TO THE STORE IN RYE.
 ES0849'CONTINUE SOUTH ALONG THE HIGHWAY FOR 2.3 MILES TO THE TOP OF THE FIRST
 ES0849'LOW RIDGE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1079 ***********************************************************************
 ES1079  DESIGNATION -  DEER SPRINGS
 ES1079  PID         -  ES1079
 ES1079  STATE/COUNTY-  AZ/NAVAJO
 ES1079  USGS QUAD   -  DAY SPRING (1990)
 ES1079
 ES1079                         *CURRENT SURVEY CONTROL
 ES1079  ___________________________________________________________________
 ES1079* NAD 83(1992)-  34 18 23.08897(N)    110 25 16.09379(W)     ADJUSTED  
 ES1079* NAVD 88     -      2210.8    (meters)    7253.     (feet)  VERTCON   
 ES1079  ___________________________________________________________________
 ES1079  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1079  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1079
 ES1079  HORZ ORDER  -  SECOND
 ES1079
 ES1079.The horizontal coordinates were established by classical geodetic methods
 ES1079.and adjusted by the National Geodetic Survey in August 1993..
 ES1079
 ES1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1079
 ES1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1079
 ES1079.The geoid height was determined by GEOID03.
 ES1079
 ES1079;                    North         East     Units Scale Factor Converg.
 ES1079;SPC AZ E     -   366,668.744   189,937.860   MT  0.99990676   -0 08 36.3
 ES1079;SPC AZ E     - 1,202,981.44    623,155.71   iFT  0.99990676   -0 08 36.3
 ES1079;UTM  12      - 3,796,283.013   553,264.355   MT  0.99963497   +0 19 34.6
 ES1079
 ES1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1079!SPC AZ E     -   0.99965682  x   0.99990676  =   0.99956362
 ES1079!UTM  12      -   0.99965682  x   0.99963497  =   0.99929192
 ES1079
 ES1079|---------------------------------------------------------------------|
 ES1079| PID    Reference Object                     Distance      Geod. Az  |
 ES1079|                                                           dddmmss.s |
 ES1079| CS4079 DEER SPRINGS RM 1                    20.083 METERS 00833     |
 ES1079| ES1159 PULP MILL WT                        APPROX.23.4 KM 0192224.5 |
 ES1079| ES1081 DEER SPRINGS RM 2                    20.061 METERS 09047     |
 ES1079| ES1080 DEER                                 22.247 METERS 13752     |
 ES1079| ES1153 BURNT                               APPROX.12.9 KM 1802948.5 |
 ES1079| CD2801 DEER RM 1                            22.668 METERS 20428     |
 ES1079|---------------------------------------------------------------------|
 ES1079
 ES1079                          SUPERSEDED SURVEY CONTROL
 ES1079
 ES1079  NAD 83(1986)-  34 18 23.08443(N)    110 25 16.09782(W) AD(       ) 2
 ES1079  NAD 27      -  34 18 22.93840(N)    110 25 13.65870(W) AD(       ) 2
 ES1079  NGVD 29 (04/27/90) 2209.8    (m)         7250.     (f) VERT ANG       
 ES1079
 ES1079.Superseded values are not recommended for survey control.
 ES1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1079.See file dsdata.txt to determine how the superseded data were derived.
 ES1079
 ES1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5326496283(NAD 83)
 ES1079_MARKER: DB = BENCH MARK DISK
 ES1079_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1079
 ES1079  HISTORY     - Date     Condition        Report By
 ES1079  HISTORY     - 1932     MONUMENTED       USGS
 ES1079  HISTORY     - 1960     GOOD             USGS
 ES1079
 ES1079                          STATION DESCRIPTION
 ES1079
 ES1079'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1079'RECOVERED IN GOOD CONDITION.
 ES1079'
 ES1079'LOCATED ABOUT 23 MI WNW. OF SHOW LOW, 7 MI S. OF ARIPINE.  ON
 ES1079'MOGOLLON RIM, NEAR BOUNDARY LINE BETWEEN SITGREAVES NATIONAL
 ES1079'FOREST AND FORT APACHE INDIAN RESERVATION.
 ES1079'
 ES1079'TO REACH FROM SHOW LOW POST OFFICE, GO 0.2 MI N. ON STATE HWY.
 ES1079'173 TO JCT. WITH U.S. HWY. 60.  TURN LEFT ON HWY. 60 4.7 MI TO
 ES1079'DIRT RD. RIGHT AND SIGNS FORT APACHE INDIAN RESERVATION AND
 ES1079'RIM ROAD 27 DEER SPRINGS LOOKOUT.  TURN RIGHT ON GRADED DIRT RD.
 ES1079'AS PER SIGNS 27.5 MI TO NUMBER OF SIGNS AND SIDE RD. RIGHT.  TURN
 ES1079'RIGHT ON SIDE RD. 0.1 MI TO LOT AND STATION.
 ES1079'
 ES1079'NOTE--SIGHTS FOR STATION DEER ARE REDUCED TO STATION DEER
 ES1079'SPRINGS USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1081 ***********************************************************************
 ES1081  DESIGNATION -  DEER SPRINGS RM 2
 ES1081  PID         -  ES1081
 ES1081  STATE/COUNTY-  AZ/NAVAJO
 ES1081  USGS QUAD   -  DAY SPRING (1990)
 ES1081
 ES1081                         *CURRENT SURVEY CONTROL
 ES1081  ___________________________________________________________________
 ES1081* NAD 83(1992)-  34 18 23.08005(N)    110 25 15.30932(W)     ADJUSTED  
 ES1081* NAVD 88     -      2211.     (meters)    7254.     (feet)  SCALED    
 ES1081  ___________________________________________________________________
 ES1081  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1081  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1081
 ES1081  HORZ ORDER  -  SECOND
 ES1081
 ES1081.The horizontal coordinates were established by classical geodetic methods
 ES1081.and adjusted by the National Geodetic Survey in August 1993..
 ES1081
 ES1081.The orthometric height was scaled from a topographic map.
 ES1081
 ES1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1081
 ES1081.The geoid height was determined by GEOID03.
 ES1081
 ES1081;                    North         East     Units Scale Factor Converg.
 ES1081;SPC AZ E     -   366,668.419   189,957.916   MT  0.99990675   -0 08 35.9
 ES1081;SPC AZ E     - 1,202,980.38    623,221.51   iFT  0.99990675   -0 08 35.9
 ES1081;UTM  12      - 3,796,282.852   553,284.408   MT  0.99963500   +0 19 35.0
 ES1081
 ES1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1081!SPC AZ E     -   0.99965679  x   0.99990675  =   0.99956357
 ES1081!UTM  12      -   0.99965679  x   0.99963500  =   0.99929192
 ES1081
 ES1081                          SUPERSEDED SURVEY CONTROL
 ES1081
 ES1081  NAD 83(1986)-  34 18 23.07549(N)    110 25 15.31332(W) AD(       ) 2
 ES1081  NAD 27      -  34 18 22.92940(N)    110 25 12.87420(W) AD(       ) 2
 ES1081
 ES1081.Superseded values are not recommended for survey control.
 ES1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1081.See file dsdata.txt to determine how the superseded data were derived.
 ES1081
 ES1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5328496283(NAD 83)
 ES1081_MARKER: DD = SURVEY DISK
 ES1081_SETTING: 0 = UNSPECIFIED SETTING
 ES1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1081
 ES1081  HISTORY     - Date     Condition        Report By
 ES1081  HISTORY     - 1958     MONUMENTED       USGS
 ES1081
 ES1081                          STATION DESCRIPTION
 ES1081
 ES1081'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 ES1081'THE U.S. GEOLOGICAL SURVEY, REFERENCE MARK IS 59 FEET EAST
 ES1081'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT IS SET IN A
 ES1081'BLOCK OF CONCRETE WHICH MEASURED 1 BY 1 FOOT AND PROJECTS 6
 ES1081'INCHES.  THE MARK IS STAMPED DEER SPRINGS NO 2 1932.
 ES1081'
 ES1081'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO
 ES1081'NORTH FOR 0.2 MILE ON STATE HIGHWAY 173 TO THE JUNCTION
 ES1081'WITH U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND FOLLOW IT
 ES1081'FOR 4.7 MILES TO A DIRT ROAD RIGHT AND THE SIGNS, FORT APACHE
 ES1081'INDIAN RESERVATION, AND RIM ROAD 27 DEER SPRINGS LOOKOUT.
 ES1081'TURN RIGHT ON THE GRADED DIRT ROAD AND FOLLOW IT AS PER SIGNS
 ES1081'FOR 27.5 MILES TO A NUMBER OF SIGNS AND A SIDE ROAD RIGHT,
 ES1081'*TURN RIGHT ON THE SIDE ROAD AND GO 0.1 MILE TO THE LOOKOUT
 ES1081'TOWER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1693 ***********************************************************************
 CZ1693  DESIGNATION -  DEL
 CZ1693  PID         -  CZ1693
 CZ1693  STATE/COUNTY-  AZ/PIMA
 CZ1693  USGS QUAD   -  ORO VALLEY (1981)
 CZ1693
 CZ1693                         *CURRENT SURVEY CONTROL
 CZ1693  ___________________________________________________________________
 CZ1693* NAD 83(1992)-  32 28 46.73209(N)    110 56 11.91924(W)     ADJUSTED  
 CZ1693* NAVD 88     -       926.89   (+/-2cm)    3041.0    (feet)  VERTCON   
 CZ1693  ___________________________________________________________________
 CZ1693  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CZ1693  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CZ1693
 CZ1693  HORZ ORDER  -  SECOND
 CZ1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1693
 CZ1693.The horizontal coordinates were established by classical geodetic methods
 CZ1693.and adjusted by the National Geodetic Survey in August 1993..
 CZ1693
 CZ1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1693.The vertical order pertains to the NGVD 29 superseded value.
 CZ1693
 CZ1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1693
 CZ1693.The geoid height was determined by GEOID03.
 CZ1693
 CZ1693;                    North         East     Units Scale Factor Converg.
 CZ1693;SPC AZ C     -   164,473.399   305,472.774   MT  1.00000460   +0 31 34.7
 CZ1693;SPC AZ C     -   539,610.89  1,002,207.26   iFT  1.00000460   +0 31 34.7
 CZ1693;UTM  12      - 3,593,604.818   505,952.929   MT  0.99960044   +0 02 02.5
 CZ1693
 CZ1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1693!SPC AZ C     -   0.99985897  x   1.00000460  =   0.99986357
 CZ1693!UTM  12      -   0.99985897  x   0.99960044  =   0.99945947
 CZ1693
 CZ1693|---------------------------------------------------------------------|
 CZ1693| PID    Reference Object                     Distance      Geod. Az  |
 CZ1693|                                                           dddmmss.s |
 CZ1693| CZ1694 DEL RM 1                             11.282 METERS 01321     |
 CZ1693| CS5916 E 399 AZ MK                                        0940117.8 |
 CZ1693| CZ0117 E 399                               APPROX. 1.4 KM 0940119.6 |
 CZ1693| CZ1692 DEL RM 2                             10.600 METERS 13235     |
 CZ1693|---------------------------------------------------------------------|
 CZ1693
 CZ1693                          SUPERSEDED SURVEY CONTROL
 CZ1693
 CZ1693  NAD 83(1986)-  32 28 46.72676(N)    110 56 11.91195(W) AD(       ) 2
 CZ1693  NAD 27      -  32 28 46.46740(N)    110 56 09.53820(W) AD(       ) 2
 CZ1693  NGVD 29 (??/??/92)  926.20   (m)         3038.7    (f) COMPUTED    2 0
 CZ1693
 CZ1693.Superseded values are not recommended for survey control.
 CZ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1693.See file dsdata.txt to determine how the superseded data were derived.
 CZ1693
 CZ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0595393605(NAD 83)
 CZ1693_MARKER: DS = TRIANGULATION STATION DISK
 CZ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1693+STABILITY: SURFACE MOTION
 CZ1693
 CZ1693  HISTORY     - Date     Condition        Report By
 CZ1693  HISTORY     - 1962     MONUMENTED       CGS
 CZ1693  HISTORY     - 1983     GOOD             AZDT
 CZ1693
 CZ1693                          STATION DESCRIPTION
 CZ1693
 CZ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1693'STATION IS LOCATED ABOUT 17 MILES NORTH OF TUCSON, 16 MILES
 CZ1693'EAST OF MARANA, AND 6 MILES SOUTH OF ORACLE JUNCTION, ON A LOW
 CZ1693'RIDGE RUNNING NORTH AND SOUTH BETWEEN TWO DRY WASHES.
 CZ1693'
 CZ1693'TO REACH FROM THE EAST ENTRANCE TO EVERGREEN CEMETERY ON ORACLE
 CZ1693'ROAD IN THE NORTH PART OF TUCSON, GO NORTH ON U.S. HIGHWAY 80,
 CZ1693'89, AND STATE HIGHWAY 789 FOR 15.1 MILES TO A SIDE ROAD ON
 CZ1693'THE LEFT AND BENCH MARK E 399 WHICH SERVES AS THE AZIMUTH
 CZ1693'MARK.  TURN LEFT AND GO WEST ACROSS CATTLEGUARD ON OILED ROAD
 CZ1693'0.2 MILE TO A BLADED ROAD ON LEFT JUST AFTER CROSSING A CULVERT
 CZ1693'OVER A WASH.  FOLLOW BLADED ROAD SOUTH AND WEST 0.6 MILE TO
 CZ1693'A WIRE GATE ON THE WEST SIDE OF A SANDY WASH.  (BIG WASH).
 CZ1693'PASS THROUGH GATE AND PROCEED WEST 0.2 MILE.  AT THIS MILEAGE
 CZ1693'LEAVE BLADED ROAD AND PICK WAY NORTH THROUGH BRUSH AND
 CZ1693'CACTUS, AND ACROSS A WASH 0.4 MILE TO THE STATION ON TOP OF A
 CZ1693'LOW RIDGE BETWEEN TWO WASHES.  A FOUR-WHEEL-DRIVE VEHICLE IS
 CZ1693'ADVISED TO CROSS WASHES.
 CZ1693'
 CZ1693'THE STATION MARK IS A STANDARD DISK STAMPED DEL 1962 SET IN
 CZ1693'THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 CZ1693'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 3 FEET WEST OF A METAL
 CZ1693'WITNESS POST AND SIGN.
 CZ1693'
 CZ1693'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEL NO
 CZ1693'1 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 CZ1693'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT ABOUT
 CZ1693'THE SAME ELEVATION AS THE STATION AT THE TOP OF THE NORTH
 CZ1693'SLOPE OF THE HILL.
 CZ1693'
 CZ1693'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEL
 CZ1693'NO 2 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 CZ1693'CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS AT
 CZ1693'ABOUT THE SAME ELEVATION AS THE STATION AT THE TOP OF A STUBBY
 CZ1693'EAST RIDGE OFF THE STATION RIDGE.
 CZ1693'
 CZ1693'BENCH MARK E 399 WHICH SERVES AS THE AZIMUTH MARK IS A STANDARD
 CZ1693'DISK STAMPED E 399 1962 SET IN THE TOP OF A 12-INCH-DIAMETER
 CZ1693'CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GROUND.  IT IS 97.5
 CZ1693'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 42 FEET
 CZ1693'NORTH OF THE CENTER OF A CATTLEGUARD, 2 FEET SOUTH OF A METAL
 CZ1693'WITNESS POST AND SIGN, AND 1.5 FEET EAST OF THE WEST
 CZ1693'RIGHT-OF-WAY FENCE.
 CZ1693
 CZ1693                          STATION RECOVERY (1983)
 CZ1693
 CZ1693'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1693'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962.  A NEW
 CZ1693'ROUTE TO THE STATION FOLLOWS.
 CZ1693'
 CZ1693'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL SOUTH ON
 CZ1693'U.S. HIGHWAY 89 FOR 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN
 CZ1693'RIGHT AND TRAVEL WEST FOR 0.3 MILE TO A TRAIL ROAD LEFT.  TURN LEFT
 CZ1693'AND FOLLOW TRAIL SOUTH FOR 0.6 MILE TO A GATE JUST AFTER CROSSING BIG
 CZ1693'WASH AND END OF TRUCK TRAVEL.  PACK NORTH ALONG THE EAST SIDE OF A
 CZ1693'FENCE TO A GATE, PASS THROUGH GATE AND PACK NORTHWEST TO TOP OF LOW
 CZ1693'HILL AND STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1521 ***********************************************************************
 DA1521  DESIGNATION -  DEL
 DA1521  PID         -  DA1521
 DA1521  STATE/COUNTY-  AZ/PIMA
 DA1521  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1521
 DA1521                         *CURRENT SURVEY CONTROL
 DA1521  ___________________________________________________________________
 DA1521* NAD 83(1992)-  32 05 27.82251(N)    112 47 16.66842(W)     ADJUSTED  
 DA1521* NAVD 88     -       679.5    (meters)    2229.     (feet)  VERTCON   
 DA1521  ___________________________________________________________________
 DA1521  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 DA1521  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA1521
 DA1521  HORZ ORDER  -  SECOND
 DA1521
 DA1521.The horizontal coordinates were established by classical geodetic methods
 DA1521.and adjusted by the National Geodetic Survey in August 1993..
 DA1521
 DA1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1521
 DA1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1521
 DA1521.The geoid height was determined by GEOID03.
 DA1521
 DA1521;                    North         East     Units Scale Factor Converg.
 DA1521;SPC AZ C     -   121,295.875   131,116.738   MT  0.99998339   -0 27 46.5
 DA1521;SPC AZ C     -   397,952.35    430,173.02   iFT  0.99998339   -0 27 46.5
 DA1521;UTM  12      - 3,551,928.195   331,272.403   MT  0.99995110   -0 57 00.4
 DA1521
 DA1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1521!SPC AZ C     -   0.99989831  x   0.99998339  =   0.99988171
 DA1521!UTM  12      -   0.99989831  x   0.99995110  =   0.99984942
 DA1521
 DA1521:                Primary Azimuth Mark                     Grid Az
 DA1521:SPC AZ C     -  DEL AZ MK                                113 18 35.2
 DA1521:UTM  12      -  DEL AZ MK                                113 47 49.1
 DA1521
 DA1521|---------------------------------------------------------------------|
 DA1521| PID    Reference Object                     Distance      Geod. Az  |
 DA1521|                                                           dddmmss.s |
 DA1521| CH5065 DEL AZ MK                                          1125048.7 |
 DA1521| CH5067 DEL RM 2                              6.865 METERS 26331     |
 DA1521| CH5066 DEL RM 1                              6.268 METERS 33328     |
 DA1521| DA1537 AJO 2                               APPROX.26.3 KM 3484015.1 |
 DA1521|---------------------------------------------------------------------|
 DA1521
 DA1521                          SUPERSEDED SURVEY CONTROL
 DA1521
 DA1521  NAD 83(1986)-  32 05 27.81131(N)    112 47 16.67024(W) AD(       ) 2
 DA1521  NAD 27      -  32 05 27.57873(N)    112 47 14.13205(W) AD(       ) 2
 DA1521  NGVD 29 (06/20/88)  678.8    (m)         2227.     (f) VERT ANG       
 DA1521
 DA1521.Superseded values are not recommended for survey control.
 DA1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1521.See file dsdata.txt to determine how the superseded data were derived.
 DA1521
 DA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3127251928(NAD 83)
 DA1521_MARKER: DS = TRIANGULATION STATION DISK
 DA1521_SETTING: 66 = SET IN ROCK OUTCROP
 DA1521
 DA1521  HISTORY     - Date     Condition        Report By
 DA1521  HISTORY     - 1936     MONUMENTED       CGS
 DA1521  HISTORY     - 1962     GOOD             USGS
 DA1521  HISTORY     - 1972     GOOD             AZHD
 DA1521  HISTORY     - 1977     GOOD             NGS
 DA1521  HISTORY     - 19970306 GOOD             USPSQD
 DA1521
 DA1521                          STATION DESCRIPTION
 DA1521
 DA1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1521'ON THE HIGHEST POINT OF THE WEST END OF THE WEST FOOTHILLS
 DA1521'OF THE SIERRA DEL AJO RANGE, ABOUT 20 MILES SOUTH-SOUTHEAST
 DA1521'OF AJO AND ONE MILE WEST OF THE AJO-SONOYTA ROAD.  MARKED
 DA1521'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1521'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 6.267
 DA1521'METERS (20.56 FEET) FROM STATION N 26 DEG 33 MIN W.
 DA1521'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1521'IS 6.880 METERS (22.57 FEET) FROM STATION S 83
 DA1521'DEG 33 MIN W.  THE AZIMUTH MARK, A STANDARD COAST AND GEODETIC
 DA1521'SURVEY BENCH MARK, U 110 1935, SET IN TOP OF A CONCRETE POST,
 DA1521'IS 1 MILE FROM STATION S 67 DEG 10 MIN E.
 DA1521
 DA1521                          STATION RECOVERY (1962)
 DA1521
 DA1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1521'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DA1521'
 DA1521'STATION MARK--NGS DISK STAMPED---DEL 1936---, CEMENTED IN ROCK
 DA1521'OUTCROP.
 DA1521'
 DA1521'RM 1--NGS RM DISK STAMPED---DEL 1936 NO 1---, CEMENTED IN ROCK.
 DA1521'
 DA1521'RM 2--NGS RM DISK STAMPED---DEL NO 2 1936---, CEMENTED IN ROCK.
 DA1521
 DA1521                          STATION RECOVERY (1972)
 DA1521
 DA1521'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1521'GENERAL LOCATION THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK
 DA1521'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1521'THE FOLLOWING NOTE IS ADDED ON REACHING THE STATION.  TO REACH FROM
 DA1521'THE HEADQUARTERS OF THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA1521'ALONG STATE 85, NORTH ON 85 FOR ABOUT 8.5 MILES TO MILEPOST
 DA1521'66.  FROM MILEPOST 66 CONTINUE NORTH FOR 0.2 MILES TO THE
 DA1521'SUMMIT OF A PASS ACROSS A LOW RANGE OF HILLS.  PACK LEFT,
 DA1521'WEST, ABOUT 1/2 MILE TO THE HIGHEST AND MOST WESTERLY OF
 DA1521'THE HILLS AND TO THE STATION.
 DA1521'
 DA1521'TO REACH THE AZIMUTH MARK FROM THE SUMMIT MENTIONED ABOVE,
 DA1521'PACK RIGHT, EAST ABOUT 1/2 MILE TO AN ABANDONED ROAD AND
 DA1521'TO THE STATION.
 DA1521
 DA1521                          STATION RECOVERY (1977)
 DA1521
 DA1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1521'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA1521'CONDITION.  THE ANGLES TO REFERENCE MARKS 1 AND 2 CHECKED WITHIN 2
 DA1521'MINUTES AND DISTANCES CHECKED WITHIN 15 MM.  THE AZIMUTH MARK, U110
 DA1521'WAS SEARCHED FOR BUT NOT FOUND.
 DA1521'
 DA1521'THE STATION IS ABOUT 20 MILES EAST SOUTHEAST OF AJO AND 1 MILE WEST
 DA1521'OF ARIZONA HWY. 85 ON THE HIGHEST AND MOST WESTERLY OF A PROMINENT
 DA1521'ROCKY RIDGE.
 DA1521'
 DA1521'FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY, TRAVEL SOUTH
 DA1521'ON HWY. 85 FOR 12.8 MILES TO MILE POST 65.5 AND A DIRT ROAD ON THE
 DA1521'RIGHT, WEST.  TURN RIGHT AND FOLLOW A TRACK ROAD WEST FOR 0.55
 DA1521'MILES TO AN OLD WELL AND A WATER TROUGH, FROM HERE, PACK SOUTH TO
 DA1521'HIGHEST POINT OF RIDGE AND THE STATION.  A 25 MINUTE PACK.
 DA1521'
 DA1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES ESE OF
 DA1521'AJO.
 DA1521'
 DA1521'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1521
 DA1521                          STATION RECOVERY (1997)
 DA1521
 DA1521'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0855 ***********************************************************************
 ET0855  DESIGNATION -  DEL PASCO
 ET0855  PID         -  ET0855
 ET0855  STATE/COUNTY-  AZ/YAVAPAI
 ET0855  USGS QUAD   -  CROWN KING (1969)
 ET0855
 ET0855                         *CURRENT SURVEY CONTROL
 ET0855  ___________________________________________________________________
 ET0855* NAD 83(1992)-  34 14 02.63664(N)    112 22 04.60356(W)     ADJUSTED  
 ET0855* NAVD 88     -      2326.1    (meters)    7632.     (feet)  VERTCON   
 ET0855  ___________________________________________________________________
 ET0855  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 ET0855  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 ET0855
 ET0855  HORZ ORDER  -  THIRD
 ET0855
 ET0855.The horizontal coordinates were established by classical geodetic methods
 ET0855.and adjusted by the National Geodetic Survey in August 1993..
 ET0855
 ET0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0855
 ET0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0855
 ET0855.The geoid height was determined by GEOID03.
 ET0855
 ET0855;                    North         East     Units Scale Factor Converg.
 ET0855;SPC AZ C     -   358,706.984   171,787.406   MT  0.99992130   -0 15 14.0
 ET0855;SPC AZ C     - 1,176,860.18    563,606.98   iFT  0.99992130   -0 15 14.0
 ET0855;UTM  12      - 3,788,955.392   374,016.320   MT  0.99979565   -0 46 10.8
 ET0855
 ET0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0855!SPC AZ C     -   0.99963927  x   0.99992130  =   0.99956060
 ET0855!UTM  12      -   0.99963927  x   0.99979565  =   0.99943499
 ET0855
 ET0855:                Primary Azimuth Mark                     Grid Az
 ET0855:SPC AZ C     -  FAITH                                    233 51 53.7
 ET0855:UTM  12      -  FAITH                                    234 22 50.5
 ET0855
 ET0855|---------------------------------------------------------------------|
 ET0855| PID    Reference Object                     Distance      Geod. Az  |
 ET0855|                                                           dddmmss.s |
 ET0855| ET0958 FAITH                               APPROX.38.5 KM 2333639.7 |
 ET0855|---------------------------------------------------------------------|
 ET0855
 ET0855                          SUPERSEDED SURVEY CONTROL
 ET0855
 ET0855  NAD 83(1986)-  34 14 02.64601(N)    112 22 04.59741(W) AD(       ) 3
 ET0855  NGVD 29 (05/08/89) 2325.2    (m)         7629.     (f) VERT ANG       
 ET0855
 ET0855.Superseded values are not recommended for survey control.
 ET0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0855.See file dsdata.txt to determine how the superseded data were derived.
 ET0855
 ET0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7401688955(NAD 83)
 ET0855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ET0855_SETTING: 66 = SET IN ROCK OUTCROP
 ET0855_SP_SET: SET IN BEDROCK
 ET0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0855+STABILITY: POSITION/ELEVATION WELL
 ET0855
 ET0855  HISTORY     - Date     Condition        Report By
 ET0855  HISTORY     - 1902     MONUMENTED       USGS
 ET0855  HISTORY     - 1902     GOOD             USGS
 ET0855
 ET0855                          STATION DESCRIPTION
 ET0855
 ET0855'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0895 ***********************************************************************
 ET0895  DESIGNATION -  DEL RIO WATER TANK
 ET0895  PID         -  ET0895
 ET0895  STATE/COUNTY-  AZ/YAVAPAI
 ET0895  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0895
 ET0895                         *CURRENT SURVEY CONTROL
 ET0895  ___________________________________________________________________
 ET0895* NAD 83(1992)-  34 49 24.43671(N)    112 26 31.52716(W)     ADJUSTED  
 ET0895* NAVD 88     -                                                        
 ET0895  ___________________________________________________________________
 ET0895  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 ET0895  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0895
 ET0895  HORZ ORDER  -  THIRD
 ET0895
 ET0895.The horizontal coordinates were established by classical geodetic methods
 ET0895.and adjusted by the National Geodetic Survey in August 1993..
 ET0895
 ET0895
 ET0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0895
 ET0895.The geoid height was determined by GEOID03.
 ET0895
 ET0895;                    North         East     Units Scale Factor Converg.
 ET0895;SPC AZ C     -   424,116.266   165,296.763   MT  0.99992846   -0 18 00.2
 ET0895;SPC AZ C     - 1,391,457.57    542,312.21   iFT  0.99992846   -0 18 00.2
 ET0895;UTM  12      - 3,854,413.007   368,119.923   MT  0.99981436   -0 49 25.0
 ET0895
 ET0895                          SUPERSEDED SURVEY CONTROL
 ET0895
 ET0895  NAD 83(1986)-  34 49 24.43385(N)    112 26 31.52518(W) AD(       ) 4
 ET0895  NAD 27      -  34 49 24.36000(N)    112 26 28.91000(W) AD(       ) 3
 ET0895
 ET0895.Superseded values are not recommended for survey control.
 ET0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0895.See file dsdata.txt to determine how the superseded data were derived.
 ET0895
 ET0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6812054413(NAD 83)
 ET0895_MARKER: 51 = TANK
 ET0895
 ET0895  HISTORY     - Date     Condition        Report By
 ET0895  HISTORY     - 1919     FIRST OBSERVED   CGS
 ET0895  HISTORY     - 1958     GOOD             CGS
 ET0895
 ET0895                          STATION DESCRIPTION
 ET0895
 ET0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0895'NO PREVIOUS DESCRIPTION.  DESCRIPTION FOLLOWS.
 ET0895'
 ET0895'ABOUT 20 MILES NORTH OF PRESCOTT.  ONE HALF MILE EAST OF
 ET0895'HIGHWAY 89 AT PURO SIDING.  THE STATION IS A BLACK STANDPIPE
 ET0895'BELONGING TO THE A.T. AND S.F.R.R.  LOCAL PEOPLE CONTACTED
 ET0895'SAY THAT THE TANK HAS BEEN STANDING AS IS SINCE ABOUT 1900 A.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2229 ***********************************************************************
 DV2229  DESIGNATION -  DELL
 DV2229  PID         -  DV2229
 DV2229  STATE/COUNTY-  AZ/MARICOPA
 DV2229  USGS QUAD   -  WADDELL (1975)
 DV2229
 DV2229                         *CURRENT SURVEY CONTROL
 DV2229  ___________________________________________________________________
 DV2229* NAD 83(1992)-  33 35 43.11956(N)    112 25 06.90243(W)     ADJUSTED  
 DV2229* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 DV2229  ___________________________________________________________________
 DV2229  X           -  -2,028,321.546 (meters)                     COMP
 DV2229  Y           -  -4,916,550.030 (meters)                     COMP
 DV2229  Z           -   3,509,332.607 (meters)                     COMP
 DV2229  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DV2229  ELLIP HEIGHT-         339.55  (meters)          (06/11/02) GPS OBS
 DV2229  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV2229
 DV2229  HORZ ORDER  -  FIRST
 DV2229  ELLP ORDER  -  FOURTH    CLASS II
 DV2229
 DV2229.The horizontal coordinates were established by GPS observations
 DV2229.and adjusted by the National Geodetic Survey in August 1993..
 DV2229
 DV2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2229
 DV2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2229
 DV2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2229
 DV2229.The ellipsoidal height was determined by GPS observations
 DV2229.and is referenced to NAD 83.
 DV2229
 DV2229.The geoid height was determined by GEOID03.
 DV2229
 DV2229;                    North         East     Units Scale Factor Converg.
 DV2229;SPC AZ C     -   287,883.646   166,776.167   MT  0.99992674   -0 16 39.8
 DV2229;SPC AZ C     -   944,500.15    547,165.90   iFT  0.99992674   -0 16 39.8
 DV2229;UTM  12      - 3,718,188.071   368,373.622   MT  0.99981360   -0 47 06.2
 DV2229
 DV2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2229!SPC AZ C     -   0.99994670  x   0.99992674  =   0.99987344
 DV2229!UTM  12      -   0.99994670  x   0.99981360  =   0.99976031
 DV2229
 DV2229                          SUPERSEDED SURVEY CONTROL
 DV2229
 DV2229  ELLIP H (08/23/93)  339.69   (m)                       GP(       ) 4 2
 DV2229  NAD 83(1986)-  33 35 43.11405(N)    112 25 06.90868(W) AD(       ) 1
 DV2229  NGVD 29 (09/11/89)  368.9    (m)         1210.     (f) GPS OBS        
 DV2229
 DV2229.Superseded values are not recommended for survey control.
 DV2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2229.See file dsdata.txt to determine how the superseded data were derived.
 DV2229
 DV2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6837418188(NAD 83)
 DV2229_MARKER: DD = SURVEY DISK
 DV2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2229+STABILITY: SURFACE MOTION
 DV2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2229+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2229
 DV2229  HISTORY     - Date     Condition        Report By
 DV2229  HISTORY     - 1986     MONUMENTED       AZDT
 DV2229
 DV2229                          STATION DESCRIPTION
 DV2229
 DV2229'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2229'THE STATION IS LOCATED ABOUT 11.4 KM (7 MI) WEST OF YOUNGTOWN,
 DV2229'ARIZONA.
 DV2229'
 DV2229'TO REACH THE STATION FROM THE INTERSECTION OF COTTON LANE AND
 DV2229'CACTUS ROAD, GO EAST FOR 0.84 KM (0.52 MI) ON CACTUS ROAD TO THE
 DV2229'STATION ON THE LEFT.
 DV2229'
 DV2229'THE STATION IS A STANDARD AGS DISK
 DV2229'STAMPED---DELL 1986---,
 DV2229'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2229'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2229'1.07 METERS (3.5 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2229'1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2229'8.23 METERS (27.0 FT) NORTH FROM THE CENTERLINE OF CACTUS ROAD,
 DV2229'29.57 METERS (97.0 FT) WEST FROM A FARM ROAD.
 DV2229'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2229'STAMPED---DELL 1986---,
 DV2229'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0386 ***********************************************************************
 GQ0386  DESIGNATION -  DELLENBAUGH
 GQ0386  PID         -  GQ0386
 GQ0386  STATE/COUNTY-  AZ/MOHAVE
 GQ0386  USGS QUAD   -  MT DELLENBAUGH (1971)
 GQ0386
 GQ0386                         *CURRENT SURVEY CONTROL
 GQ0386  ___________________________________________________________________
 GQ0386* NAD 83(1992)-  36 06 31.09854(N)    113 32 26.71478(W)     ADJUSTED  
 GQ0386* NAVD 88     -      2156.6    (meters)    7075.     (feet)  VERTCON   
 GQ0386  ___________________________________________________________________
 GQ0386  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 GQ0386  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 GQ0386
 GQ0386  HORZ ORDER  -  FIRST
 GQ0386
 GQ0386.The horizontal coordinates were established by classical geodetic methods
 GQ0386.and adjusted by the National Geodetic Survey in August 1993..
 GQ0386
 GQ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0386
 GQ0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0386
 GQ0386.The geoid height was determined by GEOID03.
 GQ0386
 GQ0386;                    North         East     Units Scale Factor Converg.
 GQ0386;SPC AZ W     -   566,605.372   232,199.228   MT  0.99993770   +0 07 23.9
 GQ0386;SPC AZ W     - 1,858,941.51    761,808.49   iFT  0.99993770   +0 07 23.9
 GQ0386;UTM  12      - 3,998,987.620   271,299.269   MT  1.00024451   -1 29 52.7
 GQ0386
 GQ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0386!SPC AZ W     -   0.99966551  x   0.99993770  =   0.99960323
 GQ0386!UTM  12      -   0.99966551  x   1.00024451  =   0.99990993
 GQ0386
 GQ0386|---------------------------------------------------------------------|
 GQ0386| PID    Reference Object                     Distance      Geod. Az  |
 GQ0386|                                                           dddmmss.s |
 GQ0386| CH3030 DELLENBAUGH RM 1                     12.064 METERS 10501     |
 GQ0386| CH3031 DELLENBAUGH RM 2                      7.748 METERS 21759     |
 GQ0386| CH3032 DELLENBAUGH RM 3 AZIMUTH                           2864907.3 |
 GQ0386|---------------------------------------------------------------------|
 GQ0386
 GQ0386                          SUPERSEDED SURVEY CONTROL
 GQ0386
 GQ0386  NAD 83(1986)-  36 06 31.09152(N)    113 32 26.71347(W) AD(       ) 1
 GQ0386  NAD 27      -  36 06 31.14600(N)    113 32 23.94000(W) AD(       ) 1
 GQ0386  NGVD 29 (07/19/86) 2155.7    (m)         7072.     (f) VERT ANG       
 GQ0386
 GQ0386.Superseded values are not recommended for survey control.
 GQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0386.See file dsdata.txt to determine how the superseded data were derived.
 GQ0386
 GQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7129998988(NAD 83)
 GQ0386_MARKER: DS = TRIANGULATION STATION DISK
 GQ0386_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0386
 GQ0386  HISTORY     - Date     Condition        Report By
 GQ0386  HISTORY     - 1934     MONUMENTED       CGS
 GQ0386  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GQ0386  HISTORY     - 1972     GOOD             AZHD
 GQ0386
 GQ0386                          STATION DESCRIPTION
 GQ0386
 GQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0386'STATION IS LOCATED ABOUT 11 MILES (AIR LINE), N OF THE RIM OF THE
 GQ0386'GRAND CANYON AND 3 MILES (AIR LINE), S OF THE OAK GROVE RANCH
 GQ0386'AND 4 MILES E OF TWIN SPRING ON THE HIGHEST POINT IN THAT
 GQ0386'VICINITY.
 GQ0386'
 GQ0386'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0386'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0386'
 GQ0386'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE W IN LARGE
 GQ0386'BOULDER ALONG RIDGE.
 GQ0386'
 GQ0386'REACHED FROM ST. GEORGE, UTAH, AS FOLLOWS--GO S 10 MILES
 GQ0386'TO LITTLE ARIZONA, THEN S 20 MILES TO WOLF HOLE.  CONTINUE
 GQ0386'S 0.1 MILE, TAKE LEFT FORK, GO 3.2 MILES, TAKE RIGHT FORK AS
 GQ0386'PER SIGN PARASHANT, GO 10.0 MILES, TAKE TWO LEFT FORKS, GO 1.1
 GQ0386'MILES, TAKE RIGHT THEN LEFT FORK TURNING S UP A WASH, GO 8.2
 GQ0386'MILES, KEEP STRAIGHT AHEAD AT CROSSROADS, GO 5.0 MILES, TAKE RIGHT
 GQ0386'FORK, GO 0.5 MILE, GO 4.0 MILES, TAKE RIGHT FORK, GO 4.2 MILES,
 GQ0386'TAKE LEFT FORK, GO 3.6 MILES, PASS THROUGH GATE, GO 2.2
 GQ0386'MILES, PASS THROUGH GATE, GO 0.5 MILE, TAKE RIGHT FORK, GO
 GQ0386'1.0 MILE, TAKE LEFT FORK, GO 5.4 MILES, PASS THROUGH GATE, GO 1.2
 GQ0386'MILES TO THE OAK GROVE RANCH.  PASS TO THE E OF RANCH
 GQ0386'HOUSE AND THROUGH GATE, GO 2.6 MILES, TAKE LEFT FORK, GO 0.4
 GQ0386'MILE, TAKE RIGHT FORK, GO 0.8 MILE TO A RESERVOIR THEN 0.3
 GQ0386'MILE TO A CORRAL.  FROM HERE THE PEAK APPEARS TO THE SW.  GO
 GQ0386'ACROSS COUNTRY TOWARD THE PEAK AS FAR AS POSSIBLE TO THE END
 GQ0386'OF TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT TOWARDS THE PEAK
 GQ0386'TO ITS SUMMIT AND THE STATION.
 GQ0386
 GQ0386                          STATION RECOVERY (1953)
 GQ0386
 GQ0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0386'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GQ0386'SOME OF THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GQ0386'DID NOT COINCIDE WITH THE ORIGINAL DESCRIPTION AND WERE RECHECKED
 GQ0386'IN THE FIELD AND THE CURRENT DATA DEEMED CORRECT.  THE ORIGINAL
 GQ0386'DESCRIPTION OF THE ROUTE TO THE STATION IS OBSOLETE.  A COMPLETE
 GQ0386'AND CORRECTED DESCRIPTION FOLLOWS.
 GQ0386'
 GQ0386'THE STATION IS ON THE HIGHEST, SHARPEST, AND MOST PROMINENT
 GQ0386'PEAK IN THE VICINITY.  IT IS ABOUT 69 MILES SOUTH OF ST. GEORGE
 GQ0386'(UTAH), 12 MILES NORTHWEST OF THE COLORADO RIVER, AND 10 MILES
 GQ0386'SOUTH OF THE WARING RANCH.
 GQ0386'
 GQ0386'THE STATION CAN BE REACHED FROM THE POST OFFICE IN ST. GEORGE
 GQ0386'(UTAH) BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER OF A
 GQ0386'CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST ON THE PAVED ROAD
 GQ0386'FOR 2.1 MILES TO A FORK ON THE SOUTH SIDE OF THE VIRGIN RIVER.
 GQ0386'TAKE THE RIGHT FORK, SOUTHERLY, FOR 1.4 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD, SOUTH AND
 GQ0386'SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0386'CONTINUE ON THE MAIN ROAD, SOUTHERLY, FOR 23.5 MILES TO A
 GQ0386'CABIN AND CORRALS ON THE RIGHT (WOLF HOLE).  CONTINUE FOR 0.5
 GQ0386'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GQ0386'ROAD FOR 2.6 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0386'THE MAIN ROAD EAST AND SOUTH FOR 15.8 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK, SOUTHWEST, FOR 2.6 MILES.  AGAIN TAKE THE
 GQ0386'RIGHT FORK AND GO SOUTHWEST FOR 4.6 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK AND GO WEST AND SOUTHWEST FOR 10.6 MILES TO A
 GQ0386'FORK.  TAKE THE RIGHT FORK AND GO WEST AND SOUTH ON THE MAIN
 GQ0386'ROAD FOR 8.1 MILES TO A CATTLE GUARD.  CROSS THE CATTLE
 GQ0386'GUARD AND CONTINUE ON THE MAIN ROAD, PASSING THROUGH SEVERAL
 GQ0386'GATES, FOR 11.5 MILES TO A FORK.  TAKE THE LEFT FORK FOR 3.5
 GQ0386'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 GQ0386'2.6 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.4 MILE TO A
 GQ0386'TRACK ROAD INTERSECTING FROM THE RIGHT, JUST AFTER CROSSING A
 GQ0386'WASH.  TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD FOR 0.4
 GQ0386'MILE.  TURN OFF THE ROAD AT THIS POINT AND DRIVE WESTERLY
 GQ0386'AND SOUTHWESTERLY AS FAR AS PRACTICABLE TOWARD THE STATION,
 GQ0386'THEN CONTINUE IN THE SAME DIRECTION ON FOOT TO THE HIGHEST
 GQ0386'POINT AND STATION.  THIS IS ABOUT A 1 HOUR PACK.
 GQ0386'
 GQ0386'THE STATION MARK, STAMPED DELLENBAUGH 1934, IS A STANDARD DISK
 GQ0386'THAT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 GQ0386'ABOUT 8 INCHES ABOVE THE SURFACE.  IT IS ABOUT 15 FEET SOUTH OF
 GQ0386'THE HIGHEST POINT OF THE KNOB.
 GQ0386'
 GQ0386'REFERENCE MARK 1, STAMPED DELLENBAUGH NO 1 1934, IS A STANDARD
 GQ0386'DISK THAT IS SET IN A DRILL HOLE BEDROCK WHICH PROJECTS ABOUT
 GQ0386'2-1/2 FEET AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 GQ0386'STATION.
 GQ0386'
 GQ0386'REFERENCE MARK 2, STAMPED DELLENBAUGH NO 2 1934, IS A STANDARD
 GQ0386'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 GQ0386'ABOUT 4-1/2 FEET.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0386'
 GQ0386'REFERENCE MARK 3 (AZIMUTH MARK), STAMPED DELLENBAUGH NO 3 1934,
 GQ0386'IS A STANDARD DISK THAT IS SET IN A DRILL HOLE IN A SHARP
 GQ0386'BOULDER ALONG THE TOP OF THE RIDGE WEST OF THE STATION.
 GQ0386'
 GQ0386'HEIGHT OF STAND--1.33 METERS
 GQ0386
 GQ0386                          STATION RECOVERY (1972)
 GQ0386
 GQ0386'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0386'GENERAL LOCATION ABOUT 11 MILES (AIRLINE) N OF THE RIM OF
 GQ0386'THE GRAND CANYON AND ABOUT 3 MILES (AIR LINE) S OF THE OAK GROVE
 GQ0386'RANCH
 GQ0386'
 GQ0386'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0386'
 GQ0386'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0386'STAMPED DELLENBAUGH 1934
 GQ0386'
 GQ0386'REFERENCE MARKS NO 1 AND NOT 2 SET IN DRILL HOLES IN BEDROCK
 GQ0386'AND STAMPED DELLENBAUGH NO 1 AND NO 2 1934 RESPECTIVELY
 GQ0386'
 GQ0386'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1376 ***********************************************************************
 DU1376  DESIGNATION -  DELMON AND BUSH
 DU1376  PID         -  DU1376
 DU1376  STATE/COUNTY-  AZ/MARICOPA
 DU1376  USGS QUAD   -  BUCKHORN (1982)
 DU1376
 DU1376                         *CURRENT SURVEY CONTROL
 DU1376  ___________________________________________________________________
 DU1376* NAD 83(1986)-  33 27 21.     (N)    111 41 02.     (W)     SCALED    
 DU1376* NAVD 88     -       467.01   (+/-2cm)    1532.2    (feet)  VERTCON   
 DU1376  ___________________________________________________________________
 DU1376  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1376
 DU1376  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1376
 DU1376.The horizontal coordinates were scaled from a topographic map and have
 DU1376.an estimated accuracy of +/- 6 seconds.
 DU1376
 DU1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1376.The vertical order pertains to the NGVD 29 superseded value.
 DU1376
 DU1376.The geoid height was determined by GEOID03.
 DU1376
 DU1376;                    North         East    Units  Estimated Accuracy
 DU1376;SPC AZ C     -   272,330.      235,000.      MT  (+/- 180 meters Scaled)
 DU1376
 DU1376                          SUPERSEDED SURVEY CONTROL
 DU1376
 DU1376  NGVD 29 (??/??/92)  466.446  (m)         1530.33   (f) ADJ UNCH    1 1
 DU1376
 DU1376.Superseded values are not recommended for survey control.
 DU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1376.See file dsdata.txt to determine how the superseded data were derived.
 DU1376
 DU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364020(NAD 83)
 DU1376_MARKER: DD = SURVEY DISK
 DU1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1376_SP_SET: HIGHWAY
 DU1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1376
 DU1376  HISTORY     - Date     Condition        Report By
 DU1376  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1376  HISTORY     - 1975     GOOD             NGS
 DU1376
 DU1376                          STATION DESCRIPTION
 DU1376
 DU1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1376'11.5 MI NE FROM MESA.
 DU1376'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1376'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1376'HIGHWAY TO MCKELLIPS RD., CONTINUE NORTH ALONG BUSH HIGHWAY FOR 0.3
 DU1376'MILE TO THE MARK SET IN CENTERLINE OF BUSH HIGHWAY AND DELMON DRIVE,
 DU1376'FLUSH WITH THE SURFACE OF HIGHWAY.  SECTION 1, T 1N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1114 ***********************************************************************
 ET1114  DESIGNATION -  DELUGE
 ET1114  PID         -  ET1114
 ET1114  STATE/COUNTY-  AZ/MOHAVE
 ET1114  USGS QUAD   -  HIBERNIA PEAK (1972)
 ET1114
 ET1114                         *CURRENT SURVEY CONTROL
 ET1114  ___________________________________________________________________
 ET1114* NAD 83(1992)-  34 53 07.92048(N)    113 45 38.72869(W)     ADJUSTED  
 ET1114* NAVD 88     -      1339.5    (meters)    4395.     (feet)  VERTCON   
 ET1114  ___________________________________________________________________
 ET1114  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 ET1114  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET1114
 ET1114  HORZ ORDER  -  SECOND
 ET1114
 ET1114.The horizontal coordinates were established by classical geodetic methods
 ET1114.and adjusted by the National Geodetic Survey in August 1993..
 ET1114
 ET1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1114
 ET1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1114
 ET1114.The geoid height was determined by GEOID03.
 ET1114
 ET1114;                    North         East     Units Scale Factor Converg.
 ET1114;SPC AZ W     -   430,891.040   212,376.625   MT  0.99993335   -0 00 22.2
 ET1114;SPC AZ W     - 1,413,684.51    696,773.70   iFT  0.99993335   -0 00 22.2
 ET1114;UTM  12      - 3,863,827.488   247,691.912   MT  1.00038467   -1 34 47.3
 ET1114
 ET1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1114!SPC AZ W     -   0.99979427  x   0.99993335  =   0.99972763
 ET1114!UTM  12      -   0.99979427  x   1.00038467  =   1.00017886
 ET1114
 ET1114|---------------------------------------------------------------------|
 ET1114| PID    Reference Object                     Distance      Geod. Az  |
 ET1114|                                                           dddmmss.s |
 ET1114| CH3034 DELUGE RM 1                           8.248 METERS 04240     |
 ET1114| CH3033 DELUGE AZ MK                                       1284028.4 |
 ET1114| ET1116 DIAMOND JOE PEAK                    APPROX. 5.4 KM 1761956.3 |
 ET1114| CH3035 DELUGE RM 2                           3.220 METERS 31148     |
 ET1114|---------------------------------------------------------------------|
 ET1114
 ET1114                          SUPERSEDED SURVEY CONTROL
 ET1114
 ET1114  NAD 83(1986)-  34 53 07.92164(N)    113 45 38.73518(W) AD(       ) 2
 ET1114  NAD 27      -  34 53 07.88700(N)    113 45 35.94100(W) AD(       ) 2
 ET1114  NGVD 29 (07/19/86) 1338.6    (m)         4392.     (f) VERT ANG       
 ET1114
 ET1114.Superseded values are not recommended for survey control.
 ET1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1114.See file dsdata.txt to determine how the superseded data were derived.
 ET1114
 ET1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4769263827(NAD 83)
 ET1114_MARKER: DS = TRIANGULATION STATION DISK
 ET1114_SETTING: 66 = SET IN ROCK OUTCROP
 ET1114
 ET1114  HISTORY     - Date     Condition        Report By
 ET1114  HISTORY     - 1950     MONUMENTED       CGS
 ET1114  HISTORY     - 1955     GOOD             CGS
 ET1114  HISTORY     - 1960     GOOD             CGS
 ET1114  HISTORY     - 1968     GOOD             AMS
 ET1114  HISTORY     - 1979     GOOD             AZDT
 ET1114
 ET1114                          STATION DESCRIPTION
 ET1114
 ET1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1114'THE STATION IS LOCATED ABOUT 26 MILES (AIRLINE) SOUTHEAST OF
 ET1114'KINGMAN, ABOUT 13 MILES (AIRLINE) NORTHWEST OF WIKIEUP, ON A
 ET1114'LOW HILL ON ONE OF THE RIDGES EXTENDING DOWN THE EASTERN SLOPE
 ET1114'OF THE HUALPAI MOUNTAIN RANGE, ABOUT MIDWAY BETWEEN CANE CREEK
 ET1114'AND DELUGE CREEK.  THE HILL IS COVERED WITH BROKEN LEDGE ROCK.
 ET1114'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A SMALL
 ET1114'MASS OF LEDGE ROCK, PROJECTING ABOUT 6 INCHES.  STAMPED DELUGE
 ET1114'1948.
 ET1114'
 ET1114'R.M. 1 IS NORTHEAST OF THE STATION AND ABOUT 4 FEET LOWER THAN
 ET1114'THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 ET1114'HOLE IN THE TOP OF A SMALL LEDGE ROCK, PROJECTING ABOUT 4
 ET1114'INCHES.  STAMPED DELUGE NO 1 1948.
 ET1114'
 ET1114'R.M. 2 IS NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER THAN
 ET1114'THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 ET1114'HOLE IN THE TOP OF A SMALL LEDGE ROCK, PROJECTING ABOUT 2
 ET1114'INCHES.  STAMPED DELUGE NO 2 1948.
 ET1114'
 ET1114'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN A LARGE
 ET1114'BOULDER ABOUT 5 FEET IN DIAMETER AND PROJECTING ABOUT 6 FEET
 ET1114'ABOVE THE GROUND, 30 FEET NORTH OF THE CENTER LINE OF ROAD
 ET1114'AND 11.5 FEET NORTH OF AN EAST-AND-WEST FENCE.  THE MARK IS
 ET1114'A STANDARD DISK CEMENTED IN A DRILL IN TOP OF THE BOULDER.
 ET1114'STAMPED DELUGE 1948.
 ET1114'
 ET1114'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO
 ET1114'NORTHEAST ON U.S. HIGHWAY 66 FOR 1.8 MILES TO CROSSROAD.
 ET1114'TURN RIGHT, CROSS RAILROAD TRACKS AND GO 0.3 MILE TO FORK AND
 ET1114'SIGN (SANDY ROUTE), KEEP LEFT FORK MAIN GRADED ROAD, GO 24.1
 ET1114'MILES (KEEPING ALL LEFT FORKS) TO THE JUNCTION WITH HACKBERRY AND
 ET1114'KINGMAN ROAD AND SIGN READING SAME, KEEP RIGHT AND CONTINUE
 ET1114'ON THE MAIN GRADED ROAD 16.0 MILES TO THE TROUT CREEK STORE.
 ET1114'CONTINUE 1.7 MILES TO FORK.  KEEP RIGHT FORK, GO 0.7 MILE TO
 ET1114'A BLADED ROAD RIGHT.  TURN RIGHT, GO 5.8 MILES TO FORK.  KEEP
 ET1114'RIGHT, MAIN TRAVELED ROAD, GO 2.3 MILES TO THE AZIMUTH MARK
 ET1114'ON THE RIGHT.  CONTINUE 0.35 MILE TO A SMALL WIRE GATE ON
 ET1114'THE RIGHT.  THIS IS END OF TRUCK TRAVEL.  PACK NORTH AND
 ET1114'EASTERLY TO THE HIGHEST PART OF THE HILL AND THE STATION.
 ET1114'
 ET1114'(A 15 MINUTE PACK.)
 ET1114'
 ET1114'ALL MARKS WERE PLACED IN 1948 BUT THE STATION WAS NOT OCCUPIED
 ET1114'UNTIL 1950 HENCE THE 1948 DATE ON THE DISKS.
 ET1114
 ET1114                          STATION RECOVERY (1955)
 ET1114
 ET1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1114'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 ET1114'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE, EXCEPT
 ET1114'THAT DIRECTIONS FOR REACHING THE STATION HAVE CHANGED.  NEW
 ET1114'DIRECTIONS FOLLOW--
 ET1114'
 ET1114'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, GO NORTH
 ET1114'ON STATE ROUTE NO. 93 TO A ROAD LEFT AND A GATE.  PASS THROUGH
 ET1114'THE GATE AND GO 5.5 MILES ON THE BLADED ROAD TO A FORK.
 ET1114'BEAR RIGHT AND GO 2.3 MILES TO THE AZIMUTH MARK.  CONTINUE
 ET1114'FOR 0.35 MILES TO A SMALL WIRE GATE IN A FENCE.  LEAVE TRUCK
 ET1114'AND PACK NORTH AND EAST TO TOP OF HILL AND THE STATION.
 ET1114
 ET1114                          STATION RECOVERY (1960)
 ET1114
 ET1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 ET1114'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 ET1114'CONDITION.
 ET1114'
 ET1114'A NEW TO REACH FOLLOWS.
 ET1114'
 ET1114'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 ET1114'HIGHWAY 93 AT THE EAST EDGE OF KINGMAN, GO SOUTH ON STATE
 ET1114'HIGHWAY 93 FOR 37.9 MILES TO A SIGN BIG SANDY HEREFORD RANCH,
 ET1114'CONTINUE SOUTH FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 ET1114'WEST, PASSING THROUGH TWO GATES FOR 5.65 MILES TO A FORK, KEEP
 ET1114'RIGHT FORK AND GO 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 ET1114'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GATE ON THE RIGHT,
 ET1114'TURN RIGHT, PASSING THROUGH THE GATE, AND GO NORTH AND
 ET1114'EASTERLY, CROSS-COUNTRY, FOR ABOUT 1.2 MILES TO THE HIGHEST
 ET1114'PART OF THE HILL AND THE STATION.
 ET1114'
 ET1114'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED.
 ET1114
 ET1114                          STATION RECOVERY (1968)
 ET1114
 ET1114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 ET1114'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 ET1114'IN GOOD CONDITION.
 ET1114'
 ET1114'DISTANCES AND DIRECTIONS TO R.M.S WERE CHECKED SATISFACTORILY.
 ET1114
 ET1114                          STATION RECOVERY (1979)
 ET1114
 ET1114'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1114'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 ET1114'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 ET1114'FOLLOWS.
 ET1114'
 ET1114'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH
 ET1114'ALONG U.S. HIGHWAY 93 FOR 10.8 MILES TO A BLADED ROAD ON THE LEFT.
 ET1114'TURN LEFT AND FOLLOW BLADED ROAD FOR 3.0 MILES TO A FORK.  TAKE LEFT
 ET1114'FORK AND CONTINUE FOR 2.7 MILES TO A ROAD LEFT, CONTINUE STRAIGHT
 ET1114'AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK ON A LARGE BOULDER ON THE
 ET1114'RIGHT OF THE TRAIL, CONTINUE 0.4 MILE TO A WIRE GATE WHICH IS AT THE
 ET1114'END OF TRUCK TRAVEL AT BOTTOM OF A SMALL HILL.  PACK NORTH AND EAST TO
 ET1114'TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1837 ***********************************************************************
 DV1837  DESIGNATION -  DENDORA
 DV1837  PID         -  DV1837
 DV1837  STATE/COUNTY-  AZ/MARICOPA
 DV1837  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1837
 DV1837                         *CURRENT SURVEY CONTROL
 DV1837  ___________________________________________________________________
 DV1837* NAD 83(1992)-  33 09 22.99836(N)    113 04 33.87464(W)     ADJUSTED  
 DV1837* NAVD 88     -       217.32   (+/-2cm)     713.0    (feet)  VERTCON   
 DV1837  ___________________________________________________________________
 DV1837  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DV1837  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DV1837
 DV1837  HORZ ORDER  -  THIRD
 DV1837  VERT ORDER  -  THIRD ? (See Below)
 DV1837
 DV1837.The horizontal coordinates were established by classical geodetic methods
 DV1837.and adjusted by the National Geodetic Survey in August 1993..
 DV1837
 DV1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1837.The vertical order pertains to the NGVD 29 superseded value.
 DV1837
 DV1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1837
 DV1837.The geoid height was determined by GEOID03.
 DV1837
 DV1837;                    North         East     Units Scale Factor Converg.
 DV1837;SPC AZ C     -   239,692.722   105,208.825   MT  1.00004417   -0 38 03.0
 DV1837;SPC AZ C     -   786,393.44    345,173.31   iFT  1.00004417   -0 38 03.0
 DV1837;UTM  12      - 3,670,543.369   306,387.315   MT  1.00006220   -1 08 08.9
 DV1837
 DV1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1837!SPC AZ C     -   0.99997080  x   1.00004417  =   1.00001497
 DV1837!UTM  12      -   0.99997080  x   1.00006220  =   1.00003300
 DV1837
 DV1837|---------------------------------------------------------------------|
 DV1837| PID    Reference Object                     Distance      Geod. Az  |
 DV1837|                                                           dddmmss.s |
 DV1837| DV1846 DENDORA RM 2                         11.110 METERS 08430     |
 DV1837| DV1920 MONTE                               APPROX.10.4 KM 2581341.6 |
 DV1837| DV1845 DENDORA RM 1                         10.590 METERS 34727     |
 DV1837|---------------------------------------------------------------------|
 DV1837
 DV1837                          SUPERSEDED SURVEY CONTROL
 DV1837
 DV1837  NAD 83(1986)-  33 09 22.99099(N)    113 04 33.88119(W) AD(       ) 3
 DV1837  NGVD 29 (12/08/88)  216.72   (m)          711.0    (f) LEVELING    3  
 DV1837
 DV1837.Superseded values are not recommended for survey control.
 DV1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1837.See file dsdata.txt to determine how the superseded data were derived.
 DV1837
 DV1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0638770543(NAD 83)
 DV1837_MARKER: DS = TRIANGULATION STATION DISK
 DV1837_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1837
 DV1837  HISTORY     - Date     Condition        Report By
 DV1837  HISTORY     - 1949     MONUMENTED       USGS
 DV1837  HISTORY     - 1973     GOOD             USGS
 DV1837
 DV1837                          STATION DESCRIPTION
 DV1837
 DV1837'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1837'LOCATED ABOUT 23.0 MI NW. OF GILA BEND, 0.5 MI E. OF WATER TANK
 DV1837'AT SADDLE MAINTENANCE STATION ON SOUTHERN PACIFIC RR.  ON BENCH
 DV1837'BETWEEN TWO SMALL N.-S. DRAINS.
 DV1837'
 DV1837'NO TO REACH GIVEN.
 DV1837'
 DV1837'STATION MARK--STANDARD TABLET STAMPED---DENDORA 1949---, IN
 DV1837'CONCRETE POST.
 DV1837'
 DV1837'RM 1--STANDARD RM TABLET STAMPED---DENDORA NO 1 1949---, IN
 DV1837'CONCRETE POST.
 DV1837'
 DV1837'RM 2--STANDARD RM TABLET STAMPED---DENDORA NO 2 1949---, IN
 DV1837'CONCRETE POST.
 DV1837
 DV1837                          STATION RECOVERY (1973)
 DV1837
 DV1837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1837'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0061 ***********************************************************************
 FQ0061  DESIGNATION -  DENNISON
 FQ0061  PID         -  FQ0061
 FQ0061  STATE/COUNTY-  AZ/COCONINO
 FQ0061  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0061
 FQ0061                         *CURRENT SURVEY CONTROL
 FQ0061  ___________________________________________________________________
 FQ0061* NAD 83(1992)-  35 05 26.98306(N)    110 54 10.32832(W)     ADJUSTED  
 FQ0061* NAVD 88     -      1532.016  (meters)    5026.29   (feet)  ADJUSTED  
 FQ0061  ___________________________________________________________________
 FQ0061  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FQ0061  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0061  DYNAMIC HT  -        1529.978 (meters)    5019.60  (feet)  COMP
 FQ0061  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FQ0061
 FQ0061  HORZ ORDER  -  SECOND
 FQ0061  VERT ORDER  -  SECOND    CLASS 0
 FQ0061
 FQ0061.The horizontal coordinates were established by classical geodetic methods
 FQ0061.and adjusted by the National Geodetic Survey in August 1993..
 FQ0061
 FQ0061.The orthometric height was determined by differential leveling
 FQ0061.and adjusted by the National Geodetic Survey in June 1991..
 FQ0061
 FQ0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0061
 FQ0061.The geoid height was determined by GEOID03.
 FQ0061
 FQ0061.The dynamic height is computed by dividing the NAVD 88
 FQ0061.geopotential number by the normal gravity value computed on the
 FQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0061.degrees latitude (g = 980.6199 gals.).
 FQ0061
 FQ0061.The modeled gravity was interpolated from observed gravity values.
 FQ0061
 FQ0061;                    North         East     Units Scale Factor Converg.
 FQ0061;SPC AZ C     -   454,120.027   305,797.758   MT  1.00000528   +0 34 58.3
 FQ0061;SPC AZ C     - 1,489,895.10  1,003,273.48   iFT  1.00000528   +0 34 58.3
 FQ0061;UTM  12      - 3,883,120.004   508,853.563   MT  0.99960097   +0 03 21.0
 FQ0061
 FQ0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0061!SPC AZ C     -   0.99976337  x   1.00000528  =   0.99976865
 FQ0061!UTM  12      -   0.99976337  x   0.99960097  =   0.99936444
 FQ0061
 FQ0061|---------------------------------------------------------------------|
 FQ0061| PID    Reference Object                     Distance      Geod. Az  |
 FQ0061|                                                           dddmmss.s |
 FQ0061| FQ0060 DENNISON RM 1                         5.965 METERS 20939     |
 FQ0061| FQ0595 EAST                                APPROX.12.7 KM 2344534.0 |
 FQ0061| FQ0062 DENNISON RM 2                         8.105 METERS 28244     |
 FQ0061|---------------------------------------------------------------------|
 FQ0061
 FQ0061                          SUPERSEDED SURVEY CONTROL
 FQ0061
 FQ0061  NAD 83(1986)-  35 05 26.97675(N)    110 54 10.33087(W) AD(       ) 2
 FQ0061  NAD 27      -  35 05 26.92000(N)    110 54 07.82600(W) AD(       ) 2
 FQ0061  NGVD 29 (??/??/92) 1531.225  (m)         5023.69   (f) ADJ UNCH    2 0
 FQ0061
 FQ0061.Superseded values are not recommended for survey control.
 FQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0061.See file dsdata.txt to determine how the superseded data were derived.
 FQ0061
 FQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0885483120(NAD 83)
 FQ0061_MARKER: DS = TRIANGULATION STATION DISK
 FQ0061_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0061_SP_SET: BEDROCK
 FQ0061_STAMPING: DENNISON 1958
 FQ0061_MARK LOGO: CGS   
 FQ0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0061+STABILITY: POSITION/ELEVATION WELL
 FQ0061
 FQ0061  HISTORY     - Date     Condition        Report By
 FQ0061  HISTORY     - 1958     MONUMENTED       CGS
 FQ0061  HISTORY     - 1958     GOOD             CGS
 FQ0061  HISTORY     - 1983     GOOD             NGS
 FQ0061
 FQ0061                          STATION DESCRIPTION
 FQ0061
 FQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0061'THE STATION IS LOCATED ON THE TOP AND NEAR THE SOUTHEAST END
 FQ0061'OF A BARE FLAT RIDGE THAT IS ABOUT 12 MILES WEST OF WINSLOW AND
 FQ0061'0.2 MILE NORTH OF THE SANTA FE RAILROAD SIDING AT DENNISON.
 FQ0061'
 FQ0061'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0061'ON U.S. HIGHWAY 66 FOR 11.9 MILES TO THE DENNISON RAILROAD
 FQ0061'SIDING ON THE LEFT AND A HIGHWAY REST STOP ON THE RIGHT, TURN
 FQ0061'RIGHT, NORTH, PASS THROUGH A WIRE GATE AND GO NORTHERLY FOR
 FQ0061'0.2 MILE TO THE TOP OF A RIDGE AND THE STATION JUST EAST OF A
 FQ0061'POWERLINE.
 FQ0061'
 FQ0061'THE STATION MARK, STAMPED DENNISON 1958, IS A STANDARD DISK
 FQ0061'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 6 INCHES UNDERGROUND
 FQ0061'AND 19 FEET EAST OF A POWER POLE AND WITNESS SIGN.
 FQ0061'
 FQ0061'REFERENCE MARK NO. 1, STAMPED DENNISON NO 1 1958, IS A
 FQ0061'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 FQ0061'28 FEET SOUTHEAST OF A POWER POLE AND WITNESS SIGN.
 FQ0061'
 FQ0061'REFERENCE MARK NO. 2, STAMPED DENNISON NO 2 1958, IS A
 FQ0061'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH
 FQ0061'THE SURFACE OF THE GROUND AND 11 FEET SOUTHWEST OF A POWER
 FQ0061'POLE AND WITNESS SIGN.
 FQ0061
 FQ0061                          STATION RECOVERY (1958)
 FQ0061
 FQ0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0061'11.9 MI W FROM WINSLOW.
 FQ0061'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0061'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0061'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0061'SMALL RIDGE, 19 FEET EAST OF A POWER POLE AND WITNESS SIGN NAILED TO
 FQ0061'IT, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 6 INCHES BELOW THE
 FQ0061'SURFACE OF THE GROUND.
 FQ0061
 FQ0061                          STATION RECOVERY (1983)
 FQ0061
 FQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0060 ***********************************************************************
 FQ0060  DESIGNATION -  DENNISON RM 1
 FQ0060  PID         -  FQ0060
 FQ0060  STATE/COUNTY-  AZ/COCONINO
 FQ0060  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0060
 FQ0060                         *CURRENT SURVEY CONTROL
 FQ0060  ___________________________________________________________________
 FQ0060* NAD 83(1986)-  35 05 26.     (N)    110 54 11.     (W)     SCALED    
 FQ0060* NAVD 88     -      1532.122  (meters)    5026.64   (feet)  ADJUSTED  
 FQ0060  ___________________________________________________________________
 FQ0060  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0060  DYNAMIC HT  -        1530.084 (meters)    5019.95  (feet)  COMP
 FQ0060  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FQ0060
 FQ0060  VERT ORDER  -  SECOND    CLASS 0
 FQ0060
 FQ0060.The horizontal coordinates were scaled from a topographic map and have
 FQ0060.an estimated accuracy of +/- 6 seconds.
 FQ0060
 FQ0060.The orthometric height was determined by differential leveling
 FQ0060.and adjusted by the National Geodetic Survey in June 1991..
 FQ0060
 FQ0060.The geoid height was determined by GEOID03.
 FQ0060
 FQ0060.The dynamic height is computed by dividing the NAVD 88
 FQ0060.geopotential number by the normal gravity value computed on the
 FQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0060.degrees latitude (g = 980.6199 gals.).
 FQ0060
 FQ0060.The modeled gravity was interpolated from observed gravity values.
 FQ0060
 FQ0060;                    North         East    Units  Estimated Accuracy
 FQ0060;SPC AZ C     -   454,090.      305,780.      MT  (+/- 180 meters Scaled)
 FQ0060
 FQ0060                          SUPERSEDED SURVEY CONTROL
 FQ0060
 FQ0060  NGVD 29 (??/??/92) 1531.331  (m)         5024.04   (f) ADJ UNCH    2 0
 FQ0060
 FQ0060.Superseded values are not recommended for survey control.
 FQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0060.See file dsdata.txt to determine how the superseded data were derived.
 FQ0060
 FQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD088830(NAD 83)
 FQ0060_MARKER: DR = REFERENCE MARK DISK
 FQ0060_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0060_SP_SET: BEDROCK
 FQ0060_STAMPING: DENNISON NO 1 1958
 FQ0060_MARK LOGO: CGS   
 FQ0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0060+STABILITY: POSITION/ELEVATION WELL
 FQ0060
 FQ0060  HISTORY     - Date     Condition        Report By
 FQ0060  HISTORY     - 1958     MONUMENTED       CGS
 FQ0060  HISTORY     - 1983     GOOD             NGS
 FQ0060
 FQ0060                          STATION DESCRIPTION
 FQ0060
 FQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0060'11.9 MI W FROM WINSLOW.
 FQ0060'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0060'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0060'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0060'SMALL RIDGE, 28 FEET SOUTHEAST OF A POWER POLE AND WITNESS SIGN NAILED
 FQ0060'TO IT, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0060'SURFACE OF THE GROUND.
 FQ0060
 FQ0060                          STATION RECOVERY (1983)
 FQ0060
 FQ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0062 ***********************************************************************
 FQ0062  DESIGNATION -  DENNISON RM 2
 FQ0062  PID         -  FQ0062
 FQ0062  STATE/COUNTY-  AZ/COCONINO
 FQ0062  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0062
 FQ0062                         *CURRENT SURVEY CONTROL
 FQ0062  ___________________________________________________________________
 FQ0062* NAD 83(1986)-  35 05 27.     (N)    110 54 12.     (W)     SCALED    
 FQ0062* NAVD 88     -      1532.187  (meters)    5026.85   (feet)  ADJUSTED  
 FQ0062  ___________________________________________________________________
 FQ0062  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0062  DYNAMIC HT  -        1530.149 (meters)    5020.16  (feet)  COMP
 FQ0062  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 FQ0062
 FQ0062  VERT ORDER  -  SECOND    CLASS 0
 FQ0062
 FQ0062.The horizontal coordinates were scaled from a topographic map and have
 FQ0062.an estimated accuracy of +/- 6 seconds.
 FQ0062
 FQ0062.The orthometric height was determined by differential leveling
 FQ0062.and adjusted by the National Geodetic Survey in June 1991..
 FQ0062
 FQ0062.The geoid height was determined by GEOID03.
 FQ0062
 FQ0062.The dynamic height is computed by dividing the NAVD 88
 FQ0062.geopotential number by the normal gravity value computed on the
 FQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0062.degrees latitude (g = 980.6199 gals.).
 FQ0062
 FQ0062.The modeled gravity was interpolated from observed gravity values.
 FQ0062
 FQ0062;                    North         East    Units  Estimated Accuracy
 FQ0062;SPC AZ C     -   454,120.      305,760.      MT  (+/- 180 meters Scaled)
 FQ0062
 FQ0062                          SUPERSEDED SURVEY CONTROL
 FQ0062
 FQ0062  NGVD 29 (??/??/92) 1531.396  (m)         5024.26   (f) ADJ UNCH    2 0
 FQ0062
 FQ0062.Superseded values are not recommended for survey control.
 FQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0062.See file dsdata.txt to determine how the superseded data were derived.
 FQ0062
 FQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD088831(NAD 83)
 FQ0062_MARKER: DR = REFERENCE MARK DISK
 FQ0062_SETTING: 0 = UNSPECIFIED SETTING
 FQ0062_STAMPING: DENNISON NO 2 1958
 FQ0062_MARK LOGO: CGS   
 FQ0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0062
 FQ0062  HISTORY     - Date     Condition        Report By
 FQ0062  HISTORY     - 1958     MONUMENTED       CGS
 FQ0062  HISTORY     - 1983     GOOD             NGS
 FQ0062
 FQ0062                          STATION DESCRIPTION
 FQ0062
 FQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0062'11.9 MI W FROM WINSLOW.
 FQ0062'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0062'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0062'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0062'SMALL RIDGE, 11 FEET SOUTHWEST OF A POWER POLE AND WITNESS SIGN NAILED
 FQ0062'TO IT.
 FQ0062
 FQ0062                          STATION RECOVERY (1983)
 FQ0062
 FQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0959 ***********************************************************************
 EU0959  DESIGNATION -  DENNY
 EU0959  PID         -  EU0959
 EU0959  STATE/COUNTY-  AZ/LA PAZ
 EU0959  USGS QUAD   -  BLACK PEAK (1990)
 EU0959
 EU0959                         *CURRENT SURVEY CONTROL
 EU0959  ___________________________________________________________________
 EU0959* NAD 83(1992)-  34 00 06.73513(N)    114 13 50.91020(W)     ADJUSTED  
 EU0959* NAVD 88     -       195.11   (+/-2cm)     640.1    (feet)  VERTCON   
 EU0959  ___________________________________________________________________
 EU0959  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 EU0959  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0959
 EU0959  HORZ ORDER  -  THIRD
 EU0959  VERT ORDER  -  THIRD ? (See Below)
 EU0959
 EU0959.The horizontal coordinates were established by classical geodetic methods
 EU0959.and adjusted by the National Geodetic Survey in August 1993..
 EU0959
 EU0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0959.The vertical order pertains to the NGVD 29 superseded value.
 EU0959
 EU0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0959
 EU0959.The geoid height was determined by GEOID03.
 EU0959
 EU0959;                    North         East     Units Scale Factor Converg.
 EU0959;SPC AZ W     -   332,976.665   168,944.358   MT  0.99995764   -0 16 08.0
 EU0959;SPC AZ W     - 1,092,443.13    554,279.39   iFT  0.99995764   -0 16 08.0
 EU0959;UTM  11      - 3,765,821.374   755,760.825   MT  1.00040645   +1 32 57.9
 EU0959
 EU0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0959!SPC AZ W     -   0.99997429  x   0.99995764  =   0.99993193
 EU0959!UTM  11      -   0.99997429  x   1.00040645  =   1.00038073
 EU0959
 EU0959|---------------------------------------------------------------------|
 EU0959| PID    Reference Object                     Distance      Geod. Az  |
 EU0959|                                                           dddmmss.s |
 EU0959| CC4639 DENNY RM 1                            8.846 METERS 04229     |
 EU0959| CC4640 DENNY RM 2                           11.311 METERS 11745     |
 EU0959| CC4638 DENNY AZ MK                                        3034005.2 |
 EU0959|---------------------------------------------------------------------|
 EU0959
 EU0959                          SUPERSEDED SURVEY CONTROL
 EU0959
 EU0959  NAD 83(1986)-  34 00 06.73470(N)    114 13 50.91622(W) AD(       ) 3
 EU0959  NAD 27      -  34 00 06.66500(N)    114 13 48.11100(W) AD(       ) 3
 EU0959  NGVD 29 (07/19/86)  194.51   (m)          638.2    (f) LEVELING    3  
 EU0959
 EU0959.Superseded values are not recommended for survey control.
 EU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0959.See file dsdata.txt to determine how the superseded data were derived.
 EU0959
 EU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5576165821(NAD 83)
 EU0959_MARKER: DS = TRIANGULATION STATION DISK
 EU0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0959+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 EU0959
 EU0959  HISTORY     - Date     Condition        Report By
 EU0959  HISTORY     - 1949     MONUMENTED       CGS
 EU0959  HISTORY     - 1957     GOOD             AMS
 EU0959  HISTORY     - 1972     GOOD             AZHD
 EU0959  HISTORY     - 20060219 GOOD             USPSQD
 EU0959
 EU0959                          STATION DESCRIPTION
 EU0959
 EU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 EU0959'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE NORTHWEST OF BOUSE
 EU0959'AND ABOUT 5 MILES AIR LINE SOUTH ON DENNY ON THE TOP OF A SMALL
 EU0959'RIDGE BETWEEN STATE HIGHWAY 72 AND THE SANTE FE RAILROAD TRACKS.
 EU0959'THE STATION MARK PROJECTS 4 INCHES, IS SET 48 PACES NORTHEAST
 EU0959'OF THE CENTER LINE OF STATE HIGHWAY 72 AND 10 FEET NORTHWEST OF
 EU0959'A WHITE WITNESS POST.  IT IS STAMPED, DENNY 1949.
 EU0959'
 EU0959'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 EU0959'AS THE STATION MARK AND IS STAMPED DENNY NO 1 1949.
 EU0959'
 EU0959'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 EU0959'AS THE STATION MARK AND IS STAMPED, DENNY NO 2 1949.
 EU0959'
 EU0959'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 25 PACES NORTHEAST
 EU0959'OF STATE HIGHWAY 72 AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.
 EU0959'IT IS STAMPED, DENNY 1949.
 EU0959'
 EU0959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 EU0959'AND 95 IN BOUSE, GO NORTHWEST ON STATE HIGHWAY 72 FOR 14.9 MILES
 EU0959'TO THE STATION ON RIGHT.  A DRIVE STATION.
 EU0959'
 EU0959'THE AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING
 EU0959'NORTHWEST ON THE HIGHWAY 0.4 MILE TO THE MARK ON RIGHT.
 EU0959
 EU0959                          STATION RECOVERY (1957)
 EU0959
 EU0959'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 EU0959'STATION RECOVERED AS DESCRIBED, PROJECTS 0.2 FOOT.
 EU0959'
 EU0959'REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 EU0959'
 EU0959'STATION IS ON THE HIGHEST POINT OF A SMALL HILL NE OF HIGHWAY,
 EU0959'140.0 FEET NE OF CENTERLINE OF HIGHWAY 72.  1115.0 FEET NW OF
 EU0959'LONE TREE, REFERENCE POINT 1.  392.0 FEET SE OF LONE TREE,
 EU0959'REFERENCE POINT 2.
 EU0959
 EU0959                          STATION RECOVERY (1972)
 EU0959
 EU0959'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 EU0959'GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 EU0959'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS .
 EU0959'A NOTE IS ADDED ON REACHING THE STATION.
 EU0959'
 EU0959'TO REACH - FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 95,
 EU0959'LOCATED 12.5 MILES SOUTHEASTERLY ALONG THE HIGHWAY FROM PARKER,
 EU0959'ARIZONA, NORTHWESTERLY ON 95 FOR 0.95 MILES AND TO THE STATION
 EU0959'ON THE RIGHT.
 EU0959
 EU0959                          STATION RECOVERY (2006)
 EU0959
 EU0959'RECOVERY NOTE BY US POWER SQUADRON 2006
 EU0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0708 ***********************************************************************
 FQ0708  DESIGNATION -  DENT
 FQ0708  PID         -  FQ0708
 FQ0708  STATE/COUNTY-  AZ/COCONINO
 FQ0708  USGS QUAD   -  EBERT MTN (1989)
 FQ0708
 FQ0708                         *CURRENT SURVEY CONTROL
 FQ0708  ___________________________________________________________________
 FQ0708* NAD 83(1992)-  35 34 55.58470(N)    111 56 36.42933(W)     ADJUSTED  
 FQ0708* NAVD 88     -      1992.5    (meters)    6537.     (feet)  VERTCON   
 FQ0708  ___________________________________________________________________
 FQ0708  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 FQ0708  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0708
 FQ0708  HORZ ORDER  -  SECOND
 FQ0708
 FQ0708.The horizontal coordinates were established by classical geodetic methods
 FQ0708.and adjusted by the National Geodetic Survey in August 1993..
 FQ0708
 FQ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0708
 FQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0708
 FQ0708.The geoid height was determined by GEOID03.
 FQ0708
 FQ0708;                    North         East     Units Scale Factor Converg.
 FQ0708;SPC AZ C     -   508,150.468   210,932.448   MT  0.99990007   -0 00 56.1
 FQ0708;SPC AZ C     - 1,667,160.33    692,035.59   iFT  0.99990007   -0 00 56.1
 FQ0708;UTM  12      - 3,938,009.130   414,521.263   MT  0.99969004   -0 32 56.4
 FQ0708
 FQ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0708!SPC AZ C     -   0.99969099  x   0.99990007  =   0.99959109
 FQ0708!UTM  12      -   0.99969099  x   0.99969004  =   0.99938112
 FQ0708
 FQ0708|---------------------------------------------------------------------|
 FQ0708| PID    Reference Object                     Distance      Geod. Az  |
 FQ0708|                                                           dddmmss.s |
 FQ0708| CH3036 DENT RM 1                            12.633 METERS 09539     |
 FQ0708| CH3037 DENT RM 2                            12.893 METERS 27442     |
 FQ0708| FQ0710 BILL                                APPROX. 5.0 KM 2902947.4 |
 FQ0708|---------------------------------------------------------------------|
 FQ0708
 FQ0708                          SUPERSEDED SURVEY CONTROL
 FQ0708
 FQ0708  NAD 83(1986)-  35 34 55.58281(N)    111 56 36.42503(W) AD(       ) 2
 FQ0708  NAD 27      -  35 34 55.58918(N)    111 56 33.85160(W) AD(       ) 2
 FQ0708  NGVD 29 (07/19/86) 1991.5    (m)         6534.     (f) VERT ANG       
 FQ0708
 FQ0708.Superseded values are not recommended for survey control.
 FQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0708.See file dsdata.txt to determine how the superseded data were derived.
 FQ0708
 FQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1452138009(NAD 83)
 FQ0708_MARKER: DD = SURVEY DISK
 FQ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0708
 FQ0708  HISTORY     - Date     Condition        Report By
 FQ0708  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0708
 FQ0708                          STATION DESCRIPTION
 FQ0708
 FQ0708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0708'THE STATION IS ABOUT 27 MILES NORTHEAST OF WILLIAMS AND 12 MILES
 FQ0708'SOUTHEAST OF THE JUNCTION OF STATE ROUTE 64 AND U.S. 180.
 FQ0708'
 FQ0708'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT 1976
 FQ0708'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT
 FQ0708'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT
 FQ0708'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROUTE
 FQ0708'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE HIGHWAY 64 TO
 FQ0708'ABOUT MILEPOST 213.2, JUNCTION OF STATE HWY. 64 AND U.S. 180, GO
 FQ0708'SOUTHEAST ON U.S. 180 TO MILEPOST 252.5.  TURN LEFT THROUGH A WIRE
 FQ0708'GATE AND GO NORTHWEST FOR ABOUT 0.65 MILE TO AN EAST-WEST FENCE
 FQ0708'LINE OF KAIBAB NATIONAL FOREST, TURN WEST ALONG SIDE OF FENCE AND
 FQ0708'TRAVEL ALONG FENCELINE FOR 0.39 MILES TO A NORTH-SOUTH FENCE AND A
 FQ0708'SECTION CORNER.  TURN SOUTH ON A DIM TRACK ROAD FOR 0.16 MILES AND
 FQ0708'THE STATION.
 FQ0708'
 FQ0708'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1109 ***********************************************************************
 ET1109  DESIGNATION -  DESERT
 ET1109  PID         -  ET1109
 ET1109  STATE/COUNTY-  AZ/MOHAVE
 ET1109  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1109
 ET1109                         *CURRENT SURVEY CONTROL
 ET1109  ___________________________________________________________________
 ET1109* NAD 83(1992)-  34 35 23.90789(N)    113 59 02.58876(W)     ADJUSTED  
 ET1109* NAVD 88     -       654.57   (+/-2cm)    2147.5    (feet)  VERTCON   
 ET1109  ___________________________________________________________________
 ET1109  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 ET1109  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ET1109
 ET1109  HORZ ORDER  -  SECOND
 ET1109  VERT ORDER  -  THIRD ? (See Below)
 ET1109
 ET1109.The horizontal coordinates were established by classical geodetic methods
 ET1109.and adjusted by the National Geodetic Survey in August 1993..
 ET1109
 ET1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1109.The vertical order pertains to the NGVD 29 superseded value.
 ET1109
 ET1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1109
 ET1109.The geoid height was determined by GEOID03.
 ET1109
 ET1109;                    North         East     Units Scale Factor Converg.
 ET1109;SPC AZ W     -   398,129.994   191,889.159   MT  0.99993901   -0 07 58.3
 ET1109;SPC AZ W     - 1,306,200.77    629,557.61   iFT  0.99993901   -0 07 58.3
 ET1109;UTM  12      - 3,831,622.628   226,304.627   MT  1.00052341   -1 41 42.4
 ET1109;UTM  11      - 3,831,709.694   776,621.737   MT  1.00054327   +1 42 47.7
 ET1109
 ET1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1109!SPC AZ W     -   0.99990197  x   0.99993901  =   0.99984099
 ET1109!UTM  12      -   0.99990197  x   1.00052341  =   1.00042533
 ET1109!UTM  11      -   0.99990197  x   1.00054327  =   1.00044519
 ET1109
 ET1109|---------------------------------------------------------------------|
 ET1109| PID    Reference Object                     Distance      Geod. Az  |
 ET1109|                                                           dddmmss.s |
 ET1109| CH3039 DESERT RM 1                          22.342 METERS 03137     |
 ET1109| CH3040 DESERT RM 2                          19.866 METERS 26853     |
 ET1109| CH3038 DESERT AZ MK                                       2695439.2 |
 ET1109|---------------------------------------------------------------------|
 ET1109
 ET1109                          SUPERSEDED SURVEY CONTROL
 ET1109
 ET1109  NAD 83(1986)-  34 35 23.90939(N)    113 59 02.59816(W) AD(       ) 2
 ET1109  NAD 27      -  34 35 23.86300(N)    113 58 59.79700(W) AD(       ) 2
 ET1109  NGVD 29 (07/19/86)  653.85   (m)         2145.2    (f) LEVELING    3  
 ET1109
 ET1109.Superseded values are not recommended for survey control.
 ET1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1109.See file dsdata.txt to determine how the superseded data were derived.
 ET1109
 ET1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2630531623(NAD 83)
 ET1109_MARKER: DS = TRIANGULATION STATION DISK
 ET1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1109+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ET1109
 ET1109  HISTORY     - Date     Condition        Report By
 ET1109  HISTORY     - 1948     MONUMENTED       CGS
 ET1109  HISTORY     - 1955     GOOD             CGS
 ET1109  HISTORY     - 1961     GOOD             AMS
 ET1109  HISTORY     - 20000814 GOOD             AZ-015
 ET1109
 ET1109                          STATION DESCRIPTION
 ET1109
 ET1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1109'THE STATION IS ABOUT 22 MILES, AIRLINE, SOUTH-SOUTHEAST
 ET1109'OF YUCCA, AND 30 MILES, AIRLINE, EAST-SOUTHEAST OF TOPOCK.
 ET1109'IT IS ON THE LOW FLAT DESERT AREA WHICH COMPRISES THE VALLEY
 ET1109'ON THE EAST SIDE OF THE MOHAVE MOUNTAIN RANGE.
 ET1109'
 ET1109'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND
 ET1109'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 10 FEET
 ET1109'EAST OF A 4 INCH SQUARE WHITE WITNESS POST, 18 INCHES NORTH
 ET1109'OF AN EAST-WEST FENCE LINE, 20 FEET WEST OF THE WEST END OF
 ET1109'A GATE, AND 41.0 FEET WEST OF A GENERAL LAND OFFICE SECTION
 ET1109'CORNER POST WHICH IS A BRONZE CAP ON THE TOP OF A 2-1/2 INCH
 ET1109'IRON PIPE WHICH PROJECTS 10 INCHES AND IS STAMPED T 15 N, T 14
 ET1109'N, R 16 W, R 17 W, S 36, S 31, S 1, S 6, 1915.  THE STATION
 ET1109'DISK IS STAMPED DESERT 1948.
 ET1109'
 ET1109'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 10 INCHES IN DIAMETER,
 ET1109'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND, AND IS
 ET1109'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 ET1109'2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 16 FEET EAST OF THE
 ET1109'CENTER OF A NORTH-SOUTH TRACK ROAD AND IS STAMPED DESERT
 ET1109'NO 1 1948.
 ET1109'
 ET1109'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 14 INCHES IN DIAMETER
 ET1109'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 ET1109'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 ET1109'6 INCHES NORTH OF AN EAST-WEST FENCE LINE AND IS STAMPED
 ET1109'DESERT NO 2 1948.
 ET1109'
 ET1109'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND
 ET1109'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF
 ET1109'AN EAST-WEST FENCE LINE, 4 FEET SOUTH OF THE CENTER OF A
 ET1109'TRACK ROAD, AND IS STAMPED DESERT 1948.
 ET1109'
 ET1109'TO REACH THE STATION FROM YUCCA GO SOUTHEAST 0.2 MILE TO FORK.
 ET1109'TAKE THE RIGHT FORK, TOPOCK ROAD, AND GO 5.7 MILES TO A
 ET1109'FORK AND SIGN DUTCH FLAT.  TAKE THE LEFT FORK, SOUTHEASTERLY
 ET1109'3.2 MILES TO A FORK AND SIGN DUTCH FLAT.  KEEP THE RIGHT FORK,
 ET1109'MAIN TRAVELED ROAD, AND GO 6.7 MILES TO A CATTLE GUARD.
 ET1109'CROSS THE GUARD AND CONTINUE FOR 1.9 MILES TO A GATE JUST
 ET1109'SOUTHWEST OF AN OLD ABANDONED RANCH.  PASS THROUGH THE GATE
 ET1109'AND CONTINUE SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 4.8 MILES
 ET1109'TO A CATTLE GUARD.  TURN LEFT, EAST, AND FOLLOW A TRACK ROAD
 ET1109'ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE 2.8 MILES
 ET1109'TO THE STATION.  A DRIVE STATION.
 ET1109
 ET1109                          STATION RECOVERY (1955)
 ET1109
 ET1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1109'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ET1109'IN GOOD CONDITION AS DESCRIBED.
 ET1109'
 ET1109'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 ET1109'
 ET1109'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET1109
 ET1109                          STATION RECOVERY (1961)
 ET1109
 ET1109'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 ET1109'THE MARK WAS RECOVERED IN GOOD CONDITION.
 ET1109
 ET1109                          STATION RECOVERY (2000)
 ET1109
 ET1109'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CRB)
 ET1109'POINT RECOVERED BY MOHAVE COUNTY SURVEY CREWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0590 ***********************************************************************
 GP0590  DESIGNATION -  DESERT
 GP0590  PID         -  GP0590
 GP0590  STATE/COUNTY-  AZ/COCONINO
 GP0590  USGS QUAD   -  BLUE MOON RESERVOIR (1988)
 GP0590
 GP0590                         *CURRENT SURVEY CONTROL
 GP0590  ___________________________________________________________________
 GP0590* NAD 83(1992)-  36 17 27.13419(N)    111 38 37.99584(W)     ADJUSTED  
 GP0590* NAVD 88     -      1916.2    (meters)    6287.     (feet)  VERTCON   
 GP0590  ___________________________________________________________________
 GP0590  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GP0590  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 GP0590
 GP0590  HORZ ORDER  -  FIRST
 GP0590
 GP0590.The horizontal coordinates were established by classical geodetic methods
 GP0590.and adjusted by the National Geodetic Survey in August 1993..
 GP0590
 GP0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0590
 GP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0590
 GP0590.The geoid height was determined by GEOID03.
 GP0590
 GP0590;                    North         East     Units Scale Factor Converg.
 GP0590;SPC AZ C     -   586,819.681   237,861.698   MT  0.99990739   +0 09 41.2
 GP0590;SPC AZ C     - 1,925,261.42    780,386.15   iFT  0.99990739   +0 09 41.2
 GP0590;UTM  12      - 4,016,403.337   442,181.416   MT  0.99964119   -0 22 52.0
 GP0590
 GP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0590!SPC AZ C     -   0.99970297  x   0.99990739  =   0.99961039
 GP0590!UTM  12      -   0.99970297  x   0.99964119  =   0.99934427
 GP0590
 GP0590|---------------------------------------------------------------------|
 GP0590| PID    Reference Object                     Distance      Geod. Az  |
 GP0590|                                                           dddmmss.s |
 GP0590| CH3041 DESERT RM 1                           4.324 METERS 10917     |
 GP0590| CH3042 DESERT RM 2                           7.858 METERS 22011     |
 GP0590| CH3043 DESERT RM 3                                        2334214.9 |
 GP0590| GP0591 SHINUMO                             APPROX.17.1 KM 3375329.7 |
 GP0590|---------------------------------------------------------------------|
 GP0590
 GP0590                          SUPERSEDED SURVEY CONTROL
 GP0590
 GP0590  NAD 83(1986)-  36 17 27.13491(N)    111 38 37.99240(W) AD(       ) 1
 GP0590  NAD 27      -  36 17 27.17900(N)    111 38 35.44100(W) AD(       ) 1
 GP0590  NGVD 29 (07/12/88) 1915.2    (m)         6283.     (f) VERT ANG       
 GP0590
 GP0590.Superseded values are not recommended for survey control.
 GP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0590.See file dsdata.txt to determine how the superseded data were derived.
 GP0590
 GP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4218116403(NAD 83)
 GP0590_MARKER: DS = TRIANGULATION STATION DISK
 GP0590_SETTING: 66 = SET IN ROCK OUTCROP
 GP0590_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0590+STABILITY: POSITION/ELEVATION WELL
 GP0590
 GP0590  HISTORY     - Date     Condition        Report By
 GP0590  HISTORY     - 1903     MONUMENTED       USGS
 GP0590  HISTORY     - 1934     GOOD             USGS
 GP0590  HISTORY     - 1951     GOOD             CGS
 GP0590  HISTORY     - 1953     GOOD             USGS
 GP0590  HISTORY     - 1983     GOOD             AZDT
 GP0590
 GP0590                          STATION DESCRIPTION
 GP0590
 GP0590'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0590'LOCATED ABOUT 10 MI NE. OF MOUTH OF LITTLE COLORADO RIVER.  IN
 GP0590'GROUP OF MESA BUTTES, ON EAST END OF SECOND MESA FROM W.
 GP0590'
 GP0590'TO REACH FROM WILLOW SPRINGS, TAKE WAGON TO FOOT OF BUTTE.
 GP0590'
 GP0590'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0590'IN ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN DIAMETER.
 GP0590'
 GP0590'RMS--NONE SET.
 GP0590
 GP0590                          STATION RECOVERY (1934)
 GP0590
 GP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0590'STATION IS LOCATED ON THE EASTERN END OF THE SECOND MESA FROM
 GP0590'THE SOUTHWEST, IN A GROUP OF MESA BUTTES WHICH LIE ABOUT 10
 GP0590'MILES NORTHEAST OF THE MOUTH OF THE LITTLE COLORADO RIVER.
 GP0590'
 GP0590'REACHED FROM THE CEDAR RIDGE TRADING POST.  GO WEST ON ROAD
 GP0590'SOUTH OF TRADING POST AND FOLLOW THE MAIN-TRAVELED ROAD FOR
 GP0590'5.2 MILES PASSING TO NORTH OF TANK, THENCE ACROSS DAM AT NORTH
 GP0590'END OF TANK AND TURN RIGHT AT SOUTH END OF DAM AND FOLLOW
 GP0590'MAIN-TRAVELED ROAD FOR 2.0 MILES AND TAKE LEFT FORK, GO 0.2
 GP0590'MILE TAKE LEFT FORK, GO 0.5 MILE AND TAKE RIGHT FORK, GO 0.5
 GP0590'MILE AND STRAIGHT AHEAD AT CROSS ROAD, GO 1.8 MILES TAKE
 GP0590'RIGHT FORK, GO 1.4 MILES PASSING TO EAST OF TANK, GO 0.2 MILE
 GP0590'CROSSING DAM ON SOUTH SIDE OF SAME TANK, TURN LEFT (SOUTH)
 GP0590'GO 1.3 MILE, TAKE LEFT FORK, GO 1.0 MILE AND TURN LEFT AT
 GP0590'CROSSROADS, GO 1.1 MILES AND STRAIGHT AHEAD AT CROSSROADS,
 GP0590'GO 0.8 MILE AND KEEP LEFT, GO 0.2 MILE TAKE LEFT FORK, GO
 GP0590'0.4 MILE AND TURN RIGHT OFF THE ROAD AND HEAD FOR NORTH END
 GP0590'OF SECOND BUTTE, GO 0.2 MILE AND THEN CLIMB SOUTHEAST TO
 GP0590'THE STATION, A 15-MINUTE PACK.
 GP0590'
 GP0590'AZIMUTH MARK 1/5 MILE WEST ON RIM ROCK OF NEXT BUTTE.
 GP0590'
 GP0590'STATION MARK IS STANDARD U.S. GEOLOGICAL SURVEY MARK.
 GP0590'
 GP0590'REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0590
 GP0590                          STATION RECOVERY (1951)
 GP0590
 GP0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0590'STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 GP0590'CONDITION.  THE TO REACH WAS FOUND TO BE OBSOLETE.  COMPLETE
 GP0590'NEW DESCRIPTION FOLLOWS.
 GP0590'
 GP0590'STATION IS LOCATED, AIRLINE, ABOUT 10.5 MILES EAST OF GAP, 10
 GP0590'MILES SOUTHWEST OF CEDAR RIDGE, 10 MILES NORTHEAST OF THE
 GP0590'MOUTH OF THE LITTLE COLORADO RIVER.  IT IS ON THE EASTERN
 GP0590'END OF A SMALL MESA, THE SECOND MESA FROM THE SOUTHWEST OF A
 GP0590'GROUP OF MESA BUTTES ON THE NORTH SIDE OF THE LITTLE COLORADO
 GP0590'RIVER.
 GP0590'
 GP0590'TO REACH FROM THE CEDAR RIDGE TRADING POST GO WEST ON GRADED
 GP0590'ROAD, JUST SOUTH OF THE TRADING POST, FOR 5.2 MILES TO A
 GP0590'RESERVOIR ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE ON
 GP0590'THE MAIN TRAVELED ROAD FOR 2.4 MILES TO A FORK.  TAKE THE LEFT
 GP0590'FORK AND GO 0.1 MILE.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO
 GP0590'THREE FORKS.  TAKE THE EXTREME RIGHT FORK AND GO WEST SOUTHWEST
 GP0590'FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.4 MILE
 GP0590'TO AN OLD CORRAL.  PASS TO THE LEFT OF THE CORRAL AND FOLLOW
 GP0590'THE MAIN TRAVELED ROAD SOUTHERLY FOR 0.2 MILE TO A FORK.
 GP0590'TAKE THE LEFT FORK AND GO 0.45 MILE, CROSSING OVER TOP OF
 GP0590'DAM, TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH SOUTHWEST
 GP0590'FOR 2.6 MILES TO A POINT ABOUT 0.3 MILE NORTH OF A DAM.
 GP0590'TURN LEFT, ACROSS WASH, AND GO 0.1 MILE.  TURN RIGHT AND
 GP0590'GO EAST SOUTHEAST, PASSING TO THE LEFT OF THE DAM, FOR 0.8
 GP0590'MILE.  TURN LEFT, CROSS COUNTRY, AND GO ABOUT 0.4 MILE
 GP0590'NORTHERLY TO THE BASE OF THE MESA AND END OF TRUCK TRAVEL.
 GP0590'FROM HERE PACK NORTH TO THE EAST END OF THE MIDDLE MESA AND
 GP0590'THE STATION.  TIME OF THE PACK APPROXIMATELY 25 MINUTES.
 GP0590'
 GP0590'STATION MARK IS A STANDARD USGS TRIANGULATION BENCH MARK DISK
 GP0590'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 GP0590'WITH THE GROUND.  THE MARK HAS BEEN DEFACED AND THE STAMPING
 GP0590'IS NOT READABLE.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 1, STAMPED DESERT NO 1 1934, IS A STANDARD
 GP0590'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GP0590'PROJECTS 3 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN THE
 GP0590'STATION.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 2, STAMPED DESERT NO 2 1934, IS A STANDARD
 GP0590'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 GP0590'FLUSH WITH THE GROUND AND 15 INCHES LOWER IN ELEVATION THAN
 GP0590'THE STATION.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 3 (AZIMUTH MARK), STAMPED DESERT NO 3
 GP0590'1934, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GP0590'BEDROCK THAT IS FLUSH WITH THE GROUND AND ON THE EDGE OF THE
 GP0590'RIM OF THE MESA.  TO REACH FROM THE STATION, GO WEST FOR ABOUT
 GP0590'0.2 MILE TO THE EAST END OF THE NEXT MESA AND THE AZIMUTH MARK.
 GP0590'
 GP0590'NOTE--OBVIOUSLY THE 1936 DIRECTION TO THE REFERENCE MARKS,
 GP0590'AZIMUTH MARK AND THE SHARP PEAK WERE NOT TRANSFERED TO THE
 GP0590'INITIAL STATION.  THIS DISCREPENCY WAS NOTED IN THE FIELD
 GP0590'AND CHECKED.  THIS TRANSFER WAS MADE AND THE DIRECTION IS
 GP0590'CORRECT.
 GP0590
 GP0590                          STATION RECOVERY (1953)
 GP0590
 GP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0590'RECOVERED IN GOOD CONDITION.
 GP0590
 GP0590                          STATION RECOVERY (1983)
 GP0590
 GP0590'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0590'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 GP0590'1951.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW
 GP0590'ROUTE TO THE STATION FOLLOWS.
 GP0590'
 GP0590'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.1
 GP0590'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES TO
 GP0590'THE JUNCTION U.S. HIGHWAYS 89 AND 89L.  TURN LEFT ALONG U.S. 89 AND
 GP0590'TRAVEL SOUTH FOR 41.8 MILES TO CEDAR RIDGE TRADING POST.  TURN RIGHT
 GP0590'ON INDIAN ROUTE 6110 AND TRAVEL WEST FOR 5.15 MILES TO A STOCK TANK ON
 GP0590'THE LEFT, CONTINUE AHEAD FOR 1.95 MILES TO A FORK.  TURN LEFT ON
 GP0590'INDIAN ROUTE 6120 FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GP0590'TRAVEL SOUTH FOR 5.1 MILES TO A WELL TRAVELED TRAIL ROAD ON THE LEFT.
 GP0590'TURN LEFT AND TRAVEL EAST FOR 0.55 MILE CROSSING A LARGE RESERVOIR DAM
 GP0590'AND A TRAIL ROAD AT EAST END OF DAM, CONTINUE SOUTH ON RIDGES FOR 1.85
 GP0590'MILE TO A TRAIL ROAD LEFT WHICH LEADS DOWN TO A WASH ABOUT 0.3 MILE
 GP0590'NORTH OF A DAM.  CROSS WASH TRAVELING SOUTH AND EAST KEEPING LEFT OF
 GP0590'THE DAM FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK EAST FOR 0.3 MILE
 GP0590'TO TOP OF RIDGE AND DIM TRACKS ON THE LEFT.  TURN LEFT ACROSS
 GP0590'COUNTRY TO THE SECOND MESA AND END OF TRUCK TRAVEL.  PACK NORTHWEST TO
 GP0590'THE EAST EDGE OF THE MESA AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0273 ***********************************************************************
 FP0273  DESIGNATION -  DESERT PARK
 FP0273  PID         -  FP0273
 FP0273  STATE/COUNTY-  AZ/APACHE
 FP0273  USGS QUAD   -  KACHINA POINT (1972)
 FP0273
 FP0273                         *CURRENT SURVEY CONTROL
 FP0273  ___________________________________________________________________
 FP0273* NAD 83(1992)-  35 04 32.40122(N)    109 46 09.69766(W)     ADJUSTED  
 FP0273* NAVD 88     -      1773.023  (meters)    5816.99   (feet)  ADJUSTED  
 FP0273  ___________________________________________________________________
 FP0273  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0273  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0273  DYNAMIC HT  -        1770.536 (meters)    5808.83  (feet)  COMP
 FP0273  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0273
 FP0273  HORZ ORDER  -  SECOND
 FP0273  VERT ORDER  -  SECOND    CLASS 0
 FP0273
 FP0273.The horizontal coordinates were established by classical geodetic methods
 FP0273.and adjusted by the National Geodetic Survey in August 1993..
 FP0273
 FP0273.The orthometric height was determined by differential leveling
 FP0273.and adjusted by the National Geodetic Survey in June 1991..
 FP0273
 FP0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0273
 FP0273.The geoid height was determined by GEOID03.
 FP0273
 FP0273.The dynamic height is computed by dividing the NAVD 88
 FP0273.geopotential number by the normal gravity value computed on the
 FP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0273.degrees latitude (g = 980.6199 gals.).
 FP0273
 FP0273.The modeled gravity was interpolated from observed gravity values.
 FP0273
 FP0273;                    North         East     Units Scale Factor Converg.
 FP0273;SPC AZ E     -   452,040.161   249,592.412   MT  0.99991617   +0 13 41.9
 FP0273;SPC AZ E     - 1,483,071.39    818,872.74   iFT  0.99991617   +0 13 41.9
 FP0273;UTM  12      - 3,882,126.784   612,197.374   MT  0.99975514   +0 42 26.2
 FP0273
 FP0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0273!SPC AZ E     -   0.99972549  x   0.99991617  =   0.99964168
 FP0273!UTM  12      -   0.99972549  x   0.99975514  =   0.99948070
 FP0273
 FP0273:                Primary Azimuth Mark                     Grid Az
 FP0273:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 53             102 40 40.0
 FP0273:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 53             102 11 55.7
 FP0273
 FP0273|---------------------------------------------------------------------|
 FP0273| PID    Reference Object                     Distance      Geod. Az  |
 FP0273|                                                           dddmmss.s |
 FP0273| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.22.8 KM 1025421.9 |
 FP0273| CD3994 HIGHWAY 66 STA 249+00 5744.70                      2050738.4 |
 FP0273| FP0272 DESERT PARK RM 2                     12.163 METERS 20613     |
 FP0273| FP0600 DESERT PARK ATT RELAY TOWER         275.674 METERS 23716     |
 FP0273| CD3347 HIGHWAY 66 STA 283+00                              2400053.0 |
 FP0273| FP0274 DESERT PARK RM 1                     12.310 METERS 31832     |
 FP0273|---------------------------------------------------------------------|
 FP0273
 FP0273                          SUPERSEDED SURVEY CONTROL
 FP0273
 FP0273  NAD 83(1986)-  35 04 32.39519(N)    109 46 09.69927(W) AD(       ) 2
 FP0273  NAD 27      -  35 04 32.31000(N)    109 46 07.27700(W) AD(       ) 2
 FP0273  NGVD 29 (??/??/92) 1772.101  (m)         5813.97   (f) ADJ UNCH    2 0
 FP0273
 FP0273.Superseded values are not recommended for survey control.
 FP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0273.See file dsdata.txt to determine how the superseded data were derived.
 FP0273
 FP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1219782127(NAD 83)
 FP0273_MARKER: DS = TRIANGULATION STATION DISK
 FP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0273_STAMPING: DESERT PARK 1936
 FP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0273+STABILITY: SURFACE MOTION
 FP0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0273+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0273
 FP0273  HISTORY     - Date     Condition        Report By
 FP0273  HISTORY     - 1936     MONUMENTED       CGS
 FP0273  HISTORY     - 1959     GOOD             CGS
 FP0273  HISTORY     - 1959     GOOD             NGS
 FP0273  HISTORY     - 1972     GOOD             USGS
 FP0273  HISTORY     - 20040803 GOOD             EVANS
 FP0273
 FP0273                          STATION DESCRIPTION
 FP0273
 FP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0273'THE STATION IS LOCATED ACROSS THE ROAD (SOUTH) FROM THE DESERT
 FP0273'PARK ZOO AND CURIO SHOP, WHICH IS ON U.S. HIGHWAY 66, BETWEEN
 FP0273'HOLBROOK AND NAVAJO.  THE STATION IS ON A SMALL KNOLL 100 YARDS
 FP0273'SOUTH OF THE HIGHWAY.
 FP0273'
 FP0273'TO REACH THE STATION FROM HOLBROOK, GO EASTERLY ON U.S. HIGHWAY
 FP0273'66 (TOWARDS NAVAJO) FOR 26.4 MILES TO THE DESERT PARK ZOO
 FP0273'AND CURIO SHOP.  HERE TURN RIGHT OFF THE HIGHWAY THROUGH A STEEL
 FP0273'FRAME GATE AND THEN A SMALL WOOD GATE, AND TO THE EDGE OF THE
 FP0273'MESA, A TOTAL OF 100 YARDS FROM THE HIGHWAY.
 FP0273'
 FP0273'THE STATION MARK IS A STANDARD TRIANGULATION MARK SET IN THE
 FP0273'TOP OF A SQUARE BLOCK OF CONCRETE, NOTE 1A.  THE MARK IS STAMPED
 FP0273'DESERT PARK 1936.  THE UNDERGROUND MARK IS A STANDARD TRIANGULATION
 FP0273'MARK SET IN THE TOP OF A BLOCK OF CONCRETE 3 FEET BELOW THE
 FP0273'SURFACE OF THE GROUND.  IT IS STAMPED DESERT PARK 1936.
 FP0273'
 FP0273'REFERENCE MARK NO. 1 IS 12.313 METERS (40.39 FEET) NORTHWEST
 FP0273'OF THE STATION.  IT IS A SQUARE BLOCK OF CONCRETE WITH STANDARD
 FP0273'REFERENCE MARK IN THE TOP.  IT IS STAMPED DESERT PARK
 FP0273'NO. 1 1936.
 FP0273'
 FP0273'REFERENCE MARK NO. 2 IS 12.162 METERS (39.91 FEET) SOUTH-SOUTHEAST
 FP0273'OF THE STATION.  IT IS A SQUARE BLOCK OF CONCRETE WITH A STANDARD
 FP0273'REFERENCE MARK SET IN THE TOP.  THE MARK IS STAMPED
 FP0273'DESERT PARK NO. 2 1936.
 FP0273'
 FP0273'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BENCH
 FP0273'MARK (ELEVATION 5785.70 FEET) STATION 283 + 00,1934.  IT IS
 FP0273'0.4 MILE WEST OF THE STATION IN THE NORTH WINGWALL OF A CONCRETE
 FP0273'CULVERT ON U.S. HIGHWAY 66.
 FP0273'
 FP0273'A 4-FOOT STAND SAW ALL STATIONS.
 FP0273
 FP0273                          STATION RECOVERY (1959)
 FP0273
 FP0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0273'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FP0273'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FP0273'SEARCHED FOR BUT NOT RECOVERED.  ANOTHER AZIMUTH MARK WAS
 FP0273'ESTABLISHED.
 FP0273'
 FP0273'THE STATION IS ABOUT 25 MILES EAST OF HOLBROOK AND 0.1 MILE
 FP0273'SOUTHEAST OF THE ABANDONED DESERT PARK ZOO.
 FP0273'
 FP0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0273'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO NORTH AND
 FP0273'EAST ON U.S. HIGHWAY 66 FOR 22.7 MILES TO A CROSSROAD.  (PAINTED
 FP0273'DESERT-PETRIFIED FOREST INTERSECTION) TURN LEFT, NORTH, ON THE
 FP0273'MACADAM ROAD LEADING TO THE PAINTED DESERT FOR 0.2 MILE TO A
 FP0273'MACADAM ROAD INTERSECTION.  (OLD U.S. HIGHWAY 66) TURN RIGHT,
 FP0273'EAST, FOR 2.5 MILES TO A T ROAD RIGHT AND ABANDONED BUILDINGS
 FP0273'ON THE LEFT.  CONTINUE EAST 0.1 MILE TO A GATE ON THE RIGHT,
 FP0273'TURN RIGHT, SOUTH, THRU THE GATE AND FOLLOW THE TRACK ROAD
 FP0273'SOUTHEAST 0.1 MILE TO THE STATION.
 FP0273'
 FP0273'TO REACH THE AZIMUTH MARK FROM THE PAINTED DESERT INTERSECTION ON
 FP0273'U.S. HIGHWAY 66, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 1.7 MILES
 FP0273'TO THE AZIMUTH MARK ON THE LEFT.
 FP0273'
 FP0273'THE STATION MARK, STAMPED DESERT PARK 1936, IS A STANDARD DISK
 FP0273'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 18
 FP0273'INCHES.  IT IS 15.8 FEET SOUTHEAST OF THE WITNESS POST.
 FP0273'
 FP0273'REFERENCE MARK 1, STAMPED DESERT PARK NO 1 1936, IS A STANDARD
 FP0273'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FP0273'PROJECTS 2 INCHES.  IT IS 37.3 FEET WEST OF THE WITNESS POST.
 FP0273'
 FP0273'REFERENCE MARK 2, STAMPED DESERT PARK NO 2 1936, IS A STANDARD
 FP0273'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FP0273'PROJECTS 1 INCH.  IT IS 55.6 FEET SOUTH OF THE WITNESS POST.
 FP0273'
 FP0273'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 66.6 FEET.
 FP0273'
 FP0273'THE AZIMUTH MARK, STAMPED 5744.70 249 X 00, IS AN ARIZONA
 FP0273'HIGHWAY DEPARTMENT ELEVATION STATION DISK CEMENTED IN THE NORTH
 FP0273'HEAD WALL OF A CONCRETE CULVERT.  IT IS 25 FEET NORTH OF THE CENTER
 FP0273'OF THE WEST BOUND TRAFFIC LANE ON U.S. HIGHWAY 66.
 FP0273
 FP0273                          STATION RECOVERY (1959)
 FP0273
 FP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0273'27.1 MI NE FROM HOLBROOK.
 FP0273'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0273'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0273'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE GO NORTH ABOUT 0.7
 FP0273'MILE FOLLOWING A DIM ROAD.  THE STATION MARK IS ABOUT 100 YARDS EAST
 FP0273'OF THE DESERT PARK A. T. AND T. RELAY TOWER, 15.8 FEET SOUTHEAST OF
 FP0273'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0273'THAT PROJECTS 18 INCHES.
 FP0273
 FP0273                          STATION RECOVERY (1972)
 FP0273
 FP0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0273'FROM PETRIFIED FOREST N.P. INTERCHANGE GO ON PARK ROAD TO TOLL
 FP0273'GATE AT PARK HEADQUARTERS, CONTINUE ON PARK ROAD 0.4 MI. TO
 FP0273'JUNC. OF OLD ROUTING OF U.S. 66 HIGHWAY, NOW A PARK SERVICE ROAD,
 FP0273'GO E. ON SERVICE ROAD 0.5 MI.  STATION IS S. OF ROAD AND ABOUT
 FP0273'100 YDS. E OF PARK A.T. AND T. RELAY TOWER.
 FP0273
 FP0273                          STATION RECOVERY (2004)
 FP0273
 FP0273'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0600 ***********************************************************************
 FP0600  DESIGNATION -  DESERT PARK ATT RELAY TOWER
 FP0600  PID         -  FP0600
 FP0600  STATE/COUNTY-  AZ/APACHE
 FP0600  USGS QUAD   -  KACHINA POINT (1972)
 FP0600
 FP0600                         *CURRENT SURVEY CONTROL
 FP0600  ___________________________________________________________________
 FP0600* NAD 83(1992)-  35 04 27.56354(N)    109 46 18.85048(W)     ADJUSTED  
 FP0600* NAVD 88     -                                                        
 FP0600  ___________________________________________________________________
 FP0600  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0600  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0600
 FP0600  HORZ ORDER  -  THIRD
 FP0600
 FP0600.The horizontal coordinates were established by classical geodetic methods
 FP0600.and adjusted by the National Geodetic Survey in August 1993..
 FP0600
 FP0600
 FP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0600
 FP0600.The geoid height was determined by GEOID03.
 FP0600
 FP0600;                    North         East     Units Scale Factor Converg.
 FP0600;SPC AZ E     -   451,890.170   249,361.142   MT  0.99991597   +0 13 36.7
 FP0600;SPC AZ E     - 1,482,579.30    818,113.98   iFT  0.99991597   +0 13 36.7
 FP0600;UTM  12      - 3,881,974.889   611,967.403   MT  0.99975451   +0 42 20.8
 FP0600
 FP0600                          SUPERSEDED SURVEY CONTROL
 FP0600
 FP0600  NAD 83(1986)-  35 04 27.55617(N)    109 46 18.85303(W) AD(       ) 4
 FP0600  NAD 27      -  35 04 27.47200(N)    109 46 16.43100(W) AD(       ) 3
 FP0600
 FP0600.Superseded values are not recommended for survey control.
 FP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0600.See file dsdata.txt to determine how the superseded data were derived.
 FP0600
 FP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1196781975(NAD 83)
 FP0600_MARKER: 55 = TOWER
 FP0600
 FP0600  HISTORY     - Date     Condition        Report By
 FP0600  HISTORY     - 1959     FIRST OBSERVED   CGS
 FP0600
 FP0600                          STATION DESCRIPTION
 FP0600
 FP0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0600'THE STATION IS ABOUT 25 MILES EAST OF HOLBROOK AND JUST
 FP0600'SOUTHEAST OF THE PAINTED DESERT.
 FP0600'
 FP0600'IT IS A 4-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE HAVING
 FP0600'AN OVER-ALL HEIGHT OF 70 FEET.  THE TOP AND CENTER WAS THE
 FP0600'POINT OBSERVED UPON.
 FP0600'
 FP0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0600'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO EAST ON
 FP0600'U.S. HIGHWAY 66 FOR 22.7 MILES TO A MACADAM CROSSROAD.  THE ROAD
 FP0600'GOING TO THE RIGHT GOES TO THE PETRIFIED FOREST AND THE ROAD
 FP0600'TO THE LEFT GOES TO THE PAINTED DESERT, TURN LEFT AND FOLLOW
 FP0600'THE MACADAM ROAD NORTH FOR 0.2 MILE TO A MACADAM ROAD.  (THIS
 FP0600'IS OLD U.S. HIGHWAY 66) TURN RIGHT AND FOLLOW THE MACADAM ROAD
 FP0600'EAST FOR 2.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0274 ***********************************************************************
 FP0274  DESIGNATION -  DESERT PARK RM 1
 FP0274  PID         -  FP0274
 FP0274  STATE/COUNTY-  AZ/APACHE
 FP0274  USGS QUAD   -  KACHINA POINT (1972)
 FP0274
 FP0274                         *CURRENT SURVEY CONTROL
 FP0274  ___________________________________________________________________
 FP0274* NAD 83(1986)-  35 04 32.     (N)    109 46 09.     (W)     SCALED    
 FP0274* NAVD 88     -      1772.643  (meters)    5815.75   (feet)  ADJUSTED  
 FP0274  ___________________________________________________________________
 FP0274  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0274  DYNAMIC HT  -        1770.157 (meters)    5807.59  (feet)  COMP
 FP0274  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0274
 FP0274  VERT ORDER  -  SECOND    CLASS 0
 FP0274
 FP0274.The horizontal coordinates were scaled from a topographic map and have
 FP0274.an estimated accuracy of +/- 6 seconds.
 FP0274
 FP0274.The orthometric height was determined by differential leveling
 FP0274.and adjusted by the National Geodetic Survey in June 1991..
 FP0274
 FP0274.The geoid height was determined by GEOID03.
 FP0274
 FP0274.The dynamic height is computed by dividing the NAVD 88
 FP0274.geopotential number by the normal gravity value computed on the
 FP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0274.degrees latitude (g = 980.6199 gals.).
 FP0274
 FP0274.The modeled gravity was interpolated from observed gravity values.
 FP0274
 FP0274;                    North         East    Units  Estimated Accuracy
 FP0274;SPC AZ E     -   452,030.      249,610.      MT  (+/- 180 meters Scaled)
 FP0274
 FP0274                          SUPERSEDED SURVEY CONTROL
 FP0274
 FP0274  NGVD 29 (??/??/92) 1771.720  (m)         5812.72   (f) ADJ UNCH    2 0
 FP0274
 FP0274.Superseded values are not recommended for survey control.
 FP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0274.See file dsdata.txt to determine how the superseded data were derived.
 FP0274
 FP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD122821(NAD 83)
 FP0274_MARKER: DR = REFERENCE MARK DISK
 FP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0274_STAMPING: DESERT PARK NO 1 1936
 FP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0274+STABILITY: SURFACE MOTION
 FP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0274+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 FP0274
 FP0274  HISTORY     - Date     Condition        Report By
 FP0274  HISTORY     - 1936     MONUMENTED       CGS
 FP0274  HISTORY     - 1959     GOOD             NGS
 FP0274  HISTORY     - 20040923 GOOD             EVANS
 FP0274
 FP0274                          STATION DESCRIPTION
 FP0274
 FP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0274'27.1 MI NE FROM HOLBROOK.
 FP0274'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0274'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0274'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE GO NORTH ABOUT 0.7
 FP0274'MILE FOLLOWING A DIM ROAD, 37.3 FEET WEST OF THE WITNESS POST, SET IN
 FP0274'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0274
 FP0274                          STATION RECOVERY (2004)
 FP0274
 FP0274'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0274'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0272 ***********************************************************************
 FP0272  DESIGNATION -  DESERT PARK RM 2
 FP0272  PID         -  FP0272
 FP0272  STATE/COUNTY-  AZ/APACHE
 FP0272  USGS QUAD   -  KACHINA POINT (1972)
 FP0272
 FP0272                         *CURRENT SURVEY CONTROL
 FP0272  ___________________________________________________________________
 FP0272* NAD 83(1986)-  35 04 32.     (N)    109 46 09.     (W)     SCALED    
 FP0272* NAVD 88     -      1772.708  (meters)    5815.96   (feet)  ADJUSTED  
 FP0272  ___________________________________________________________________
 FP0272  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0272  DYNAMIC HT  -        1770.222 (meters)    5807.80  (feet)  COMP
 FP0272  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0272
 FP0272  VERT ORDER  -  SECOND    CLASS 0
 FP0272
 FP0272.The horizontal coordinates were scaled from a topographic map and have
 FP0272.an estimated accuracy of +/- 6 seconds.
 FP0272
 FP0272.The orthometric height was determined by differential leveling
 FP0272.and adjusted by the National Geodetic Survey in June 1991..
 FP0272
 FP0272.The geoid height was determined by GEOID03.
 FP0272
 FP0272.The dynamic height is computed by dividing the NAVD 88
 FP0272.geopotential number by the normal gravity value computed on the
 FP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0272.degrees latitude (g = 980.6199 gals.).
 FP0272
 FP0272.The modeled gravity was interpolated from observed gravity values.
 FP0272
 FP0272;                    North         East    Units  Estimated Accuracy
 FP0272;SPC AZ E     -   452,030.      249,610.      MT  (+/- 180 meters Scaled)
 FP0272
 FP0272                          SUPERSEDED SURVEY CONTROL
 FP0272
 FP0272  NGVD 29 (??/??/92) 1771.786  (m)         5812.93   (f) ADJ UNCH    2 0
 FP0272
 FP0272.Superseded values are not recommended for survey control.
 FP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0272.See file dsdata.txt to determine how the superseded data were derived.
 FP0272
 FP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD122821(NAD 83)
 FP0272_MARKER: DR = REFERENCE MARK DISK
 FP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0272_STAMPING: DESERT PARK NO 2 1936
 FP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0272+STABILITY: SURFACE MOTION
 FP0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0272+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 FP0272
 FP0272  HISTORY     - Date     Condition        Report By
 FP0272  HISTORY     - 1936     MONUMENTED       CGS
 FP0272  HISTORY     - 1959     GOOD             NGS
 FP0272  HISTORY     - 20040923 GOOD             EVANS
 FP0272
 FP0272                          STATION DESCRIPTION
 FP0272
 FP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0272'27.1 MI E FROM HOLBROOK.
 FP0272'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0272'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0272'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE NORTH ABOUT 0.7 MILE
 FP0272'FOLLOWING A DIM ROAD, 55.6 FEET SOUTH OF THE WITNESS POST, SET IN THE
 FP0272'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FP0272
 FP0272                          STATION RECOVERY (2004)
 FP0272
 FP0272'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0272'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5640 ***********************************************************************
 AJ5640  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5640  DESIGNATION -  DESERT VIEW
 AJ5640  PID         -  AJ5640
 AJ5640  STATE/COUNTY-  AZ/COCONINO
 AJ5640  USGS QUAD   -  DESERT VIEW (1988)
 AJ5640
 AJ5640                         *CURRENT SURVEY CONTROL
 AJ5640  ___________________________________________________________________
 AJ5640* NAD 83(1992)-  36 02 26.77434(N)    111 49 48.92270(W)     ADJUSTED  
 AJ5640* NAVD 88     -      2286.68   (meters)    7502.2    (feet)  GPS OBS   
 AJ5640  ___________________________________________________________________
 AJ5640  X           -  -1,920,709.725 (meters)                     COMP
 AJ5640  Y           -  -4,794,772.204 (meters)                     COMP
 AJ5640  Z           -   3,733,182.314 (meters)                     COMP
 AJ5640  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 AJ5640  ELLIP HEIGHT-        2263.38  (meters)          (10/04/01) GPS OBS
 AJ5640  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AJ5640
 AJ5640  HORZ ORDER  -  A
 AJ5640  ELLP ORDER  -  THIRD     CLASS II
 AJ5640
 AJ5640.The horizontal coordinates were established by GPS observations
 AJ5640.and adjusted by the National Geodetic Survey in October 2001..
 AJ5640
 AJ5640.The orthometric height was determined by GPS observations and a
 AJ5640.high-resolution geoid model using precise GPS observation and
 AJ5640.processing techniques.
 AJ5640
 AJ5640.Photographs are available for this station.
 AJ5640
 AJ5640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5640
 AJ5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5640
 AJ5640.The ellipsoidal height was determined by GPS observations
 AJ5640.and is referenced to NAD 83.
 AJ5640
 AJ5640.The geoid height was determined by GEOID03.
 AJ5640
 AJ5640;                    North         East     Units Scale Factor Converg.
 AJ5640;SPC AZ C     -   559,039.778   221,146.287   MT  0.99990075   +0 03 03.0
 AJ5640;SPC AZ C     - 1,834,120.01    725,545.56   iFT  0.99990075   +0 03 03.0
 AJ5640;UTM  12      - 3,988,789.369   425,208.696   MT  0.99966892   -0 29 18.6
 AJ5640
 AJ5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5640!SPC AZ C     -   0.99964489  x   0.99990075  =   0.99954568
 AJ5640!UTM  12      -   0.99964489  x   0.99966892  =   0.99931393
 AJ5640
 AJ5640                          SUPERSEDED SURVEY CONTROL
 AJ5640
 AJ5640.No superseded survey control is available for this station.
 AJ5640
 AJ5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2520988789(NAD 83)
 AJ5640_MARKER: DD = SURVEY DISK
 AJ5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5640_STAMPING: DSVW GCMRC 01
 AJ5640_MARK LOGO: NONE  
 AJ5640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5640+STABILITY: SURFACE MOTION
 AJ5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5640+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AJ5640
 AJ5640  HISTORY     - Date     Condition        Report By
 AJ5640  HISTORY     - 20010205 MONUMENTED       GRANCN
 AJ5640  HISTORY     - 20030524 GOOD             JCLS
 AJ5640  HISTORY     - 20030528 GOOD             GRANCN
 AJ5640  HISTORY     - 20050401 GOOD             GRANCN
 AJ5640  HISTORY     - 20050721 GOOD             GEOCAC
 AJ5640
 AJ5640                          STATION DESCRIPTION
 AJ5640
 AJ5640'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2001 (FMG)
 AJ5640'THIS STATION IS A REPLACEMENT FOR NAVAJO POINT (GP0594) THAT WAS
 AJ5640'LOST TO VANDALISM EARLIER THIS YEAR.  THE STATION IS LOCATED NEAR
 AJ5640'DESERT VIEW OVERLOOK (WATCH TOWER) ON SOUTH RIM DRIVE, HIGHWAY
 AJ5640'64,  GRAND CANYON, ARIZONA.  THE STATION IS 34 MILES WEST OF
 AJ5640'CAMERON, AZ, 80 MILES NORTH OF FLAGSTAFF, AZ, AND 55 MILES NORTH OF
 AJ5640'WILLIAMS, AZ.  THE STATION IS NEAR THE EASTERN EDGE OF GRAND
 AJ5640'CANYON NATIONAL PARK.
 AJ5640' 
 AJ5640'TO REACH THE STATION FROM FLAGSTAFF, AZ DRIVE NORTH ON US
 AJ5640'HIGHWAY 89 TO THE TOWN OF CAMERON. TURN WEST (LEFT) ON TO STATE
 AJ5640'HIGHWAY 64 AND PROCEED FOR 33 MILES TO THE ENTRANCE GRAND
 AJ5640'CANYON NATIONAL PARK.  CONTINUE FOR 3.7 MILES TO A PULLOUT ON THE
 AJ5640'RIGHT (NORTH) AND PARK IN THE PULLOUT.  THE PULLOUT IS ALSO O.6 MILES
 AJ5640'BEYOND THE FEE STATION AND 0.2 MILES FROM WEST DRIVE OF DESERT
 AJ5640'VIEW PARKING LOT.  WALK NORTHERLY TOWARD THE CANYON RIM FOR
 AJ5640'APPROXIMATELY 250 FT TO THE STATION.
 AJ5640' 
 AJ5640'THE STATION IS A 5 INCH X 5 INCH X 12 INCH HIGH CONCRETE PEDESTAL
 AJ5640'WITH A FLAT BRASS DISK IN THE CENTER APPROXIMATELY 25 FT FROM THE
 AJ5640'RIM OF THE CANYON.  THE STATION DISK IS 2.5 INCHES IN DIAMETER, WITH
 AJ5640'STAMPINGS DSVW, GCMRC, AND 01.
 AJ5640' 
 AJ5640'
 AJ5640
 AJ5640                          STATION RECOVERY (2003)
 AJ5640
 AJ5640'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AJ5640'RECOVERED IN GOOD CONDITION.
 AJ5640
 AJ5640                          STATION RECOVERY (2003)
 AJ5640
 AJ5640'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003 (DHM)
 AJ5640'RECOVERED AS DESCRIBED.
 AJ5640
 AJ5640                          STATION RECOVERY (2005)
 AJ5640
 AJ5640'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 AJ5640'RECOVERED AS DESCRIBED
 AJ5640
 AJ5640                          STATION RECOVERY (2005)
 AJ5640
 AJ5640'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AJ5640'FOUND THE STATION IN GOOD CONDITION.  FOUND REFERENCE MARK NO. 1 AND
 AJ5640'REFERENCE MARK NO. 2 FOR THE REPLACED STATION NAVAJO POINT IN GOOD
 AJ5640'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0593 ***********************************************************************
 GP0593  DESIGNATION -  DESERT VIEW INDIAN WATCH TOWER
 GP0593  PID         -  GP0593
 GP0593  STATE/COUNTY-  AZ/COCONINO
 GP0593  USGS QUAD   -  DESERT VIEW (1988)
 GP0593
 GP0593                         *CURRENT SURVEY CONTROL
 GP0593  ___________________________________________________________________
 GP0593* NAD 83(1992)-  36 02 38.44187(N)    111 49 34.49989(W)     ADJUSTED  
 GP0593* NAVD 88     -                                                        
 GP0593  ___________________________________________________________________
 GP0593  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GP0593  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GP0593
 GP0593  HORZ ORDER  -  THIRD
 GP0593
 GP0593.The horizontal coordinates were established by classical geodetic methods
 GP0593.and adjusted by the National Geodetic Survey in August 1993..
 GP0593
 GP0593
 GP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0593
 GP0593.The geoid height was determined by GEOID03.
 GP0593
 GP0593;                    North         East     Units Scale Factor Converg.
 GP0593;SPC AZ C     -   559,399.689   221,506.957   MT  0.99990082   +0 03 11.5
 GP0593;SPC AZ C     - 1,835,300.82    726,728.86   iFT  0.99990082   +0 03 11.5
 GP0593;UTM  12      - 3,989,145.786   425,572.654   MT  0.99966825   -0 29 10.3
 GP0593
 GP0593                          SUPERSEDED SURVEY CONTROL
 GP0593
 GP0593  NAD 83(1986)-  36 02 38.44346(N)    111 49 34.49927(W) AD(       ) 4
 GP0593  NAD 27      -  36 02 38.48500(N)    111 49 31.92800(W) AD(       ) 3
 GP0593
 GP0593.Superseded values are not recommended for survey control.
 GP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0593.See file dsdata.txt to determine how the superseded data were derived.
 GP0593
 GP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2557389146(NAD 83)
 GP0593_MARKER: 55 = TOWER
 GP0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GP0593+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 GP0593
 GP0593  HISTORY     - Date     Condition        Report By
 GP0593  HISTORY     - 1934     FIRST OBSERVED   CGS
 GP0593  HISTORY     - 1955     GOOD             CGS
 GP0593  HISTORY     - 20050721 GOOD             GEOCAC
 GP0593
 GP0593                          STATION DESCRIPTION
 GP0593
 GP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GP0593'THIS INTERSECTION STATION IS ABOUT 25 MI. E ALONG STATE HIGHWAY
 GP0593'64 FROM THE VILLAGE OF GRAND CANYON, AND ON THE N SIDE OF THE
 GP0593'HIGHWAY.  IT IS THE APEX OF THE MASONRY TOWER WHICH HOUSES
 GP0593'THE FRED HARVEY DESERT VIEW INDIAN WATCH TOWER CURIO SHOP.
 GP0593
 GP0593                          STATION RECOVERY (2005)
 GP0593
 GP0593'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GP0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1398 ***********************************************************************
 DV1398  DESIGNATION -  DESERT WELL
 DV1398  PID         -  DV1398
 DV1398  STATE/COUNTY-  AZ/MARICOPA
 DV1398  USGS QUAD   -  VICKSBURG (1990)
 DV1398
 DV1398                         *CURRENT SURVEY CONTROL
 DV1398  ___________________________________________________________________
 DV1398* NAD 83(1992)-  33 42 01.45292(N)    113 51 53.32946(W)     ADJUSTED  
 DV1398* NAVD 88     -       351.221  (meters)    1152.30   (feet)  ADJUSTED  
 DV1398  ___________________________________________________________________
 DV1398  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV1398  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1398  DYNAMIC HT  -         350.823 (meters)    1150.99  (feet)  COMP
 DV1398  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1398
 DV1398  HORZ ORDER  -  SECOND
 DV1398  VERT ORDER  -  FIRST     CLASS II
 DV1398
 DV1398.The horizontal coordinates were established by classical geodetic methods
 DV1398.and adjusted by the National Geodetic Survey in August 1993..
 DV1398
 DV1398.The orthometric height was determined by differential leveling
 DV1398.and adjusted by the National Geodetic Survey in June 1991..
 DV1398
 DV1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1398
 DV1398.The geoid height was determined by GEOID03.
 DV1398
 DV1398.The dynamic height is computed by dividing the NAVD 88
 DV1398.geopotential number by the normal gravity value computed on the
 DV1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1398.degrees latitude (g = 980.6199 gals.).
 DV1398
 DV1398.The modeled gravity was interpolated from observed gravity values.
 DV1398
 DV1398;                    North         East     Units Scale Factor Converg.
 DV1398;SPC AZ C     -   301,130.047    32,756.042   MT  1.00030201   -1 04 52.4
 DV1398;SPC AZ C     -   987,959.47    107,467.33   iFT  1.00030201   -1 04 52.4
 DV1398;SPC AZ W     -   299,441.933   202,716.571   MT  0.99993473   -0 03 49.3
 DV1398;SPC AZ W     -   982,421.04    665,080.61   iFT  0.99993473   -0 03 49.3
 DV1398;UTM  12      - 3,732,623.209   234,472.651   MT  1.00046928   -1 35 25.7
 DV1398
 DV1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1398!SPC AZ C     -   0.99994977  x   1.00030201  =   1.00025177
 DV1398!SPC AZ W     -   0.99994977  x   0.99993473  =   0.99988451
 DV1398!UTM  12      -   0.99994977  x   1.00046928  =   1.00041903
 DV1398
 DV1398|---------------------------------------------------------------------|
 DV1398| PID    Reference Object                     Distance      Geod. Az  |
 DV1398|                                                           dddmmss.s |
 DV1398| DV1399 DESERT WELL RM 1                     11.649 METERS 07550     |
 DV1398| DV1400 DESERT WELL RM 2                     11.938 METERS 16253     |
 DV1398| DV1157 G 30                                               2481732.5 |
 DV1398|---------------------------------------------------------------------|
 DV1398
 DV1398                          SUPERSEDED SURVEY CONTROL
 DV1398
 DV1398  NAD 83(1986)-  33 42 01.44763(N)    113 51 53.34146(W) AD(       ) 2
 DV1398  NAD 27      -  33 42 01.33860(N)    113 51 50.57000(W) AD(       ) 2
 DV1398  NGVD 29 (11/27/91)  350.45   (m)         1149.8    (f) LEVELING    3  
 DV1398
 DV1398.Superseded values are not recommended for survey control.
 DV1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1398.See file dsdata.txt to determine how the superseded data were derived.
 DV1398
 DV1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3447332623(NAD 83)
 DV1398_MARKER: DS = TRIANGULATION STATION DISK
 DV1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1398_SP_SET: CONCRETE POST
 DV1398_STAMPING: DESERT WELL 1948
 DV1398_MARK LOGO: CGS   
 DV1398_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1398+STABILITY: SURFACE MOTION
 DV1398
 DV1398  HISTORY     - Date     Condition        Report By
 DV1398  HISTORY     - 1949     MONUMENTED       CGS
 DV1398  HISTORY     - 1981     GOOD             NGS
 DV1398  HISTORY     - 1981     GOOD             NGS
 DV1398  HISTORY     - 1985     GOOD             AZDT
 DV1398  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1398
 DV1398                          STATION DESCRIPTION
 DV1398
 DV1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1398'THE STATION IS LOCATED IN LINE WITH TELEPHONE LINE ABOUT 20
 DV1398'MILES AIR LINE EAST OF QUARTSITE, ABOUT 9 MILES AIR LINE
 DV1398'WEST OF HOPE, 0.15 MILE AIR LINE NORTH OF U.S. HIGHWAY 60 AND 70
 DV1398'AND 15 FEET NORTHWEST OF A WHITE WITNESS POST.  THE STATION
 DV1398'MARK PROJECTS 6 INCHES AND IS STAMPED, DESERT WELL 1948.
 DV1398'
 DV1398'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1398'THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, DESERT WELL
 DV1398'NO 1 1948.
 DV1398'
 DV1398'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DV1398'STATION MARK, PROJECTS 4 INCHES AND STAMPED, DESERT WELL NO 2
 DV1398'1948.
 DV1398'
 DV1398'THE AZIMUTH MARK IS A BENCH MARK SET IN A 12 X 12 INCH CONCRETE
 DV1398'POST 78 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60 AND
 DV1398'70, 4 FEET NORTH OF A WHITE WITNESS POST, PROJECTS 6 INCHES
 DV1398'AND IS STAMPED, 1177.481 G 30 1933.
 DV1398'
 DV1398'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO EAST
 DV1398'ON U.S. HIGHWAY 60 AND 70 FOR 21.2 MILES TO THE AZIMUTH ON THE
 DV1398'LEFT, NORTH.  CONTINUE ON HIGHWAY FOR 1.0 MILE.  HERE TURN
 DV1398'LEFT, NORTH, ACROSS COUNTRY FOR 0.15 MILE TO TELEPHONE LINE
 DV1398'AND STATION AS DESCRIBED.  A DRIVE STATION.
 DV1398
 DV1398                          STATION RECOVERY (1981)
 DV1398
 DV1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1398'THE STATION, RM 1 AND RM 2 WERE FOUND AS DECRIBED.
 DV1398
 DV1398                          STATION RECOVERY (1981)
 DV1398
 DV1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1398'27.0 KM (16.8 MI) SW FROM SALOME.
 DV1398'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1398'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST
 DV1398'CROSS-COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK
 DV1398'BUILDING FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, 20.0
 DV1398'METERS (65.5 FT) SOUTHWEST OF A TELEPHONE POLE, 11.65 METERS (38.2 FT)
 DV1398'SOUTHWEST OF REFERENCE MARK NUMBER 1, 11.95 METERS (39.2 FT) NORTHWEST
 DV1398'OF REFERENCE MARK NUMBER 2.
 DV1398'THE MARK IS 4.7 METERS  NW FROM  4 X 4 WOODEN WITNESS POS
 DV1398
 DV1398                          STATION RECOVERY (1985)
 DV1398
 DV1398'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1398'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1398'AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV1398
 DV1398                          STATION RECOVERY (2004)
 DV1398
 DV1398'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1398'MARK SEEN AT DISTANCE, NO TRESPASSING SIGNS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1399 ***********************************************************************
 DV1399  DESIGNATION -  DESERT WELL RM 1
 DV1399  PID         -  DV1399
 DV1399  STATE/COUNTY-  AZ/LA PAZ
 DV1399  USGS QUAD   -  VICKSBURG (1990)
 DV1399
 DV1399                         *CURRENT SURVEY CONTROL
 DV1399  ___________________________________________________________________
 DV1399* NAD 83(1986)-  33 42 01.     (N)    113 51 53.     (W)     SCALED    
 DV1399* NAVD 88     -       351.116  (meters)    1151.95   (feet)  ADJUSTED  
 DV1399  ___________________________________________________________________
 DV1399  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1399  DYNAMIC HT  -         350.717 (meters)    1150.64  (feet)  COMP
 DV1399  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1399
 DV1399  VERT ORDER  -  FIRST     CLASS II
 DV1399
 DV1399.The horizontal coordinates were scaled from a topographic map and have
 DV1399.an estimated accuracy of +/- 6 seconds.
 DV1399
 DV1399.The orthometric height was determined by differential leveling
 DV1399.and adjusted by the National Geodetic Survey in June 1991..
 DV1399
 DV1399.The geoid height was determined by GEOID03.
 DV1399
 DV1399.The dynamic height is computed by dividing the NAVD 88
 DV1399.geopotential number by the normal gravity value computed on the
 DV1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1399.degrees latitude (g = 980.6199 gals.).
 DV1399
 DV1399.The modeled gravity was interpolated from observed gravity values.
 DV1399
 DV1399;                    North         East    Units  Estimated Accuracy
 DV1399;SPC AZ W     -   299,430.      202,730.      MT  (+/- 180 meters Scaled)
 DV1399
 DV1399                          SUPERSEDED SURVEY CONTROL
 DV1399
 DV1399.No superseded survey control is available for this station.
 DV1399
 DV1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344326(NAD 83)
 DV1399_MARKER: DR = REFERENCE MARK DISK
 DV1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1399_SP_SET: CONCRETE POST
 DV1399_STAMPING: DESERT WELL NO 1 1948
 DV1399_MARK LOGO: CGS   
 DV1399_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1399+STABILITY: SURFACE MOTION
 DV1399
 DV1399  HISTORY     - Date     Condition        Report By
 DV1399  HISTORY     - 1948     MONUMENTED       CGS
 DV1399  HISTORY     - 1981     GOOD             NGS
 DV1399
 DV1399                          STATION DESCRIPTION
 DV1399
 DV1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1399'27.0 KM (16.8 MI) SW FROM SALOME.
 DV1399'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1399'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST CROSS
 DV1399'COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK BUILDING
 DV1399'FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, IN LINE WITH A
 DV1399'ROW OF TELEPHONE POLES, 8.3 METERS (27.3 FT) SOUTHWEST OF A TELEPHONE
 DV1399'POLE, 16.25 METERS (53.3 FT) NORTH-NORTHEAST OF REFERENCE MARK NUMBER
 DV1399'2, 11.65 METERS (38.2 FT) NORTHEAST OF TRIANGULATION STATION DESERT
 DV1399'WELL.
 DV1399'THE MARK IS 10.2 METERS  NE FROM  4 X 4 WOODEN WITNESS POS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1400 ***********************************************************************
 DV1400  DESIGNATION -  DESERT WELL RM 2
 DV1400  PID         -  DV1400
 DV1400  STATE/COUNTY-  AZ/LA PAZ
 DV1400  USGS QUAD   -  VICKSBURG (1990)
 DV1400
 DV1400                         *CURRENT SURVEY CONTROL
 DV1400  ___________________________________________________________________
 DV1400* NAD 83(1986)-  33 42 01.     (N)    113 51 53.     (W)     SCALED    
 DV1400* NAVD 88     -       351.115  (meters)    1151.95   (feet)  ADJUSTED  
 DV1400  ___________________________________________________________________
 DV1400  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1400  DYNAMIC HT  -         350.716 (meters)    1150.64  (feet)  COMP
 DV1400  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1400
 DV1400  VERT ORDER  -  FIRST     CLASS II
 DV1400
 DV1400.The horizontal coordinates were scaled from a topographic map and have
 DV1400.an estimated accuracy of +/- 6 seconds.
 DV1400
 DV1400.The orthometric height was determined by differential leveling
 DV1400.and adjusted by the National Geodetic Survey in June 1991..
 DV1400
 DV1400.The geoid height was determined by GEOID03.
 DV1400
 DV1400.The dynamic height is computed by dividing the NAVD 88
 DV1400.geopotential number by the normal gravity value computed on the
 DV1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1400.degrees latitude (g = 980.6199 gals.).
 DV1400
 DV1400.The modeled gravity was interpolated from observed gravity values.
 DV1400
 DV1400;                    North         East    Units  Estimated Accuracy
 DV1400;SPC AZ W     -   299,430.      202,730.      MT  (+/- 180 meters Scaled)
 DV1400
 DV1400                          SUPERSEDED SURVEY CONTROL
 DV1400
 DV1400.No superseded survey control is available for this station.
 DV1400
 DV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344326(NAD 83)
 DV1400_MARKER: DR = REFERENCE MARK DISK
 DV1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1400_SP_SET: CONCRETE POST
 DV1400_STAMPING: DESERT WELL NO 2 1948
 DV1400_MARK LOGO: CGS   
 DV1400_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1400+STABILITY: SURFACE MOTION
 DV1400
 DV1400  HISTORY     - Date     Condition        Report By
 DV1400  HISTORY     - 1948     MONUMENTED       CGS
 DV1400  HISTORY     - 1981     GOOD             NGS
 DV1400  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1400
 DV1400                          STATION DESCRIPTION
 DV1400
 DV1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1400'27.0 KM (16.68 MI) SW FROM SALOME.
 DV1400'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1400'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST
 DV1400'CROSS-COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK
 DV1400'BUILDING FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, 22.6
 DV1400'METERS (74.0 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE, 11.95 METERS
 DV1400'(39.2 FT) SOUTHEAST OF THE TRIANGULATION STATION, 16.25 METERS (53.3
 DV1400'FT) SOUTH-SOUTHWEST OF REFERENCE MARK NUMBER 1.
 DV1400'THE MARK IS 7.9 METERS  SE FROM  4 X 4 WOODEN WITNESS POS
 DV1400
 DV1400                          STATION RECOVERY (2004)
 DV1400
 DV1400'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1400'MARK SEEN AT DISTANCE, NO TRESPASSING SIGNS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1557 ***********************************************************************
 DA1557  DESIGNATION -  DESOLATE
 DA1557  PID         -  DA1557
 DA1557  STATE/COUNTY-  AZ/MARICOPA
 DA1557  USGS QUAD   -  PLATT WELL (1986)
 DA1557
 DA1557                         *CURRENT SURVEY CONTROL
 DA1557  ___________________________________________________________________
 DA1557* NAD 83(1992)-  32 44 56.35934(N)    112 31 13.04398(W)     ADJUSTED  
 DA1557* NAVD 88     -       681.17   (+/-2cm)    2234.8    (feet)  VERTCON   
 DA1557  ___________________________________________________________________
 DA1557  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DA1557  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA1557
 DA1557  HORZ ORDER  -  THIRD
 DA1557  VERT ORDER  -  THIRD ? (See Below)
 DA1557
 DA1557.The horizontal coordinates were established by classical geodetic methods
 DA1557.and adjusted by the National Geodetic Survey in August 1993..
 DA1557
 DA1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1557.The vertical order pertains to the NGVD 29 superseded value.
 DA1557
 DA1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1557
 DA1557.The geoid height was determined by GEOID03.
 DA1557
 DA1557;                    North         East     Units Scale Factor Converg.
 DA1557;SPC AZ C     -   194,077.802   156,795.489   MT  0.99993944   -0 19 35.6
 DA1557;SPC AZ C     -   636,738.20    514,420.90   iFT  0.99993944   -0 19 35.6
 DA1557;UTM  12      - 3,624,482.702   357,573.079   MT  0.99985013   -0 49 21.2
 DA1557
 DA1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1557!SPC AZ C     -   0.99989789  x   0.99993944  =   0.99983734
 DA1557!UTM  12      -   0.99989789  x   0.99985013  =   0.99974804
 DA1557
 DA1557:                Primary Azimuth Mark                     Grid Az
 DA1557:SPC AZ C     -  DESOLATE AZ MK                           006 42 40.9
 DA1557:UTM  12      -  DESOLATE AZ MK                           007 12 26.5
 DA1557
 DA1557|---------------------------------------------------------------------|
 DA1557| PID    Reference Object                     Distance      Geod. Az  |
 DA1557|                                                           dddmmss.s |
 DA1557| CH5068 DESOLATE AZ MK                                     0062305.3 |
 DA1557| CH5069 DESOLATE RM 1                         4.559 METERS 15619     |
 DA1557| CH5070 DESOLATE RM 2                         3.610 METERS 21940     |
 DA1557|---------------------------------------------------------------------|
 DA1557
 DA1557                          SUPERSEDED SURVEY CONTROL
 DA1557
 DA1557  NAD 83(1986)-  32 44 56.34843(N)    112 31 13.04693(W) AD(       ) 3
 DA1557  NAD 27      -  32 44 56.17600(N)    112 31 10.52200(W) AD(       ) 3
 DA1557  NGVD 29 (07/19/86)  680.49   (m)         2232.6    (f) LEVELING    3  
 DA1557
 DA1557.Superseded values are not recommended for survey control.
 DA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1557.See file dsdata.txt to determine how the superseded data were derived.
 DA1557
 DA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5757324483(NAD 83)
 DA1557_MARKER: DS = TRIANGULATION STATION DISK
 DA1557_SETTING: 66 = SET IN ROCK OUTCROP
 DA1557_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1557
 DA1557  HISTORY     - Date     Condition        Report By
 DA1557  HISTORY     - 1936     MONUMENTED       CGS
 DA1557  HISTORY     - 1944     MARK NOT FOUND   CGS
 DA1557
 DA1557                          STATION DESCRIPTION
 DA1557
 DA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1557'ABOUT 18 MILES SOUTHEAST OF GILA BEND AND 9 MILES SOUTH OF
 DA1557'STATE HIGHWAY NO. 84, ON THE SUMMIT OF THE HIGHEST PEAK OF
 DA1557'A RANGE OF LOW, BARREN HILLS LYING ABOUT 6 MILES WEST OF THE
 DA1557'MARICOPA MOUNTAINS, 2 MILES SOUTH OF A HIGH, LAVA MESA AND
 DA1557'ABOUT 1 MILE EAST OF A PROMINENT, LONE PEAK.  ON THE SUMMIT
 DA1557'OF THE FIRST PEAK NORTHEAST OF THE MOST SOUTHWESTERLY ONE OF
 DA1557'THE GROUP, IN THE APPROXIMATE CENTER OF THE SHARP, BARREN
 DA1557'SUMMIT WHICH IS COVERED WITH SMALL GRAYISH ROCKS, AND 4 FEET
 DA1557'NORTHEAST OF A ROCK CAIRN.  MARKED BY A STANDARD BRONZE DISK
 DA1557'SET IN BEDROCK ABOUT 6 INCHES BELOW SURFACE OF GROUND.
 DA1557'REFERENCE MARK NO. 1, A STANDARD
 DA1557'BRONZE REFERENCE DISK, IS IN TOP OF SMALL BOULDER
 DA1557'AT SOUTH EDGE OF SUMMIT AND 4.559 METERS (14.96 FEET) FROM
 DA1557'STATION S 23 DEG 41 MIN E.  REFERENCE MARK NO. 2, A
 DA1557'STANDARD BRONZE REFERENCE DISK, IS IN RANGE
 DA1557'WITH THE RIDGE LINE, IN TOP OF SMALL BOULDER AT EDGE OF
 DA1557'THE SUMMIT AND 3.610 METERS (11.84 FEET) FROM STATION
 DA1557'S 39 DEG 40 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA1557'BRONZE DISK, IS ON THE HIGH POINT OF A SMALL HILL
 DA1557'COVERED WITH GRAYISH ROCK, THE MOST SOUTHERLY ENTIRELY
 DA1557'DETACHED ONE OF THE NUMEROUS SMALL HILLS OF THIS TYPE AND
 DA1557'ABOUT 0.8 MILE FROM STATION N 06 DEG 23 MIN E.
 DA1557
 DA1557                          STATION RECOVERY (1944)
 DA1557
 DA1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DA1557'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0934 ***********************************************************************
 FS0934  CBN         -  This is a Cooperative Base Network Control Station.
 FS0934  DESIGNATION -  DETRITAL
 FS0934  PID         -  FS0934
 FS0934  STATE/COUNTY-  AZ/MOHAVE
 FS0934  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0934
 FS0934                         *CURRENT SURVEY CONTROL
 FS0934  ___________________________________________________________________
 FS0934* NAD 83(1992)-  35 37 08.05580(N)    114 25 07.37999(W)     ADJUSTED  
 FS0934* NAVD 88     -       814.864  (meters)    2673.43   (feet)  ADJUSTED  
 FS0934  ___________________________________________________________________
 FS0934  EPOCH DATE  -        2000.35
 FS0934  X           -  -2,146,125.695 (meters)                     COMP
 FS0934  Y           -  -4,727,002.688 (meters)                     COMP
 FS0934  Z           -   3,694,358.292 (meters)                     COMP
 FS0934  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FS0934  ELLIP HEIGHT-         786.44  (meters)          (04/03/01) GPS OBS
 FS0934  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0934  DYNAMIC HT  -         813.961 (meters)    2670.47  (feet)  COMP
 FS0934  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 FS0934
 FS0934  HORZ ORDER  -  A
 FS0934  VERT ORDER  -  FIRST     CLASS II
 FS0934  ELLP ORDER  -  FIRST     CLASS I
 FS0934
 FS0934.The horizontal coordinates were established by GPS observations
 FS0934.and adjusted by the CALIF SPA REF CEN in April 2001..
 FS0934.The horizontal coordinates are valid at the epoch date displayed above.
 FS0934.The epoch date for horizontal control is a decimal equivalence
 FS0934.of Year/Month/Day.
 FS0934
 FS0934.The orthometric height was determined by differential leveling
 FS0934.and adjusted by the National Geodetic Survey in June 1991..
 FS0934
 FS0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0934
 FS0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0934
 FS0934.The ellipsoidal height was determined by GPS observations
 FS0934.and is referenced to NAD 83.
 FS0934
 FS0934.The geoid height was determined by GEOID03.
 FS0934
 FS0934.The dynamic height is computed by dividing the NAVD 88
 FS0934.geopotential number by the normal gravity value computed on the
 FS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0934.degrees latitude (g = 980.6199 gals.).
 FS0934
 FS0934.The modeled gravity was interpolated from observed gravity values.
 FS0934
 FS0934;                    North         East     Units Scale Factor Converg.
 FS0934;SPC AZ W     -   512,455.442   152,780.880   MT  0.99997854   -0 23 22.1
 FS0934;SPC AZ W     - 1,681,284.26    501,249.61   iFT  0.99997854   -0 23 22.1
 FS0934;UTM  11      - 3,944,748.940   733,784.736   MT  1.00027356   +1 30 14.4
 FS0934
 FS0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0934!SPC AZ W     -   0.99987658  x   0.99997854  =   0.99985512
 FS0934!UTM  11      -   0.99987658  x   1.00027356  =   1.00015010
 FS0934
 FS0934|---------------------------------------------------------------------|
 FS0934| PID    Reference Object                     Distance      Geod. Az  |
 FS0934|                                                           dddmmss.s |
 FS0934| FS0305 T 121                                63.485 METERS 06546     |
 FS0934| CS4799 T 121                                              06547     |
 FS0934| CS4800 DETRITAL RM 3                        13.303 METERS 13812     |
 FS0934| CC4641 2695.07                                            1423445.1 |
 FS0934| FS1355 FERRY                               APPROX. 5.2 KM 1465648.4 |
 FS0934| FS1340 1285 10                             APPROX. 0.5 KM 3290553.2 |
 FS0934| FS0935 DETRITAL RM 1                        15.152 METERS 33247     |
 FS0934|---------------------------------------------------------------------|
 FS0934
 FS0934                          SUPERSEDED SURVEY CONTROL
 FS0934
 FS0934  NAD 83(1992)-  35 37 08.05719(N)    114 25 07.37850(W) AD(       ) 2
 FS0934  NAD 83(1986)-  35 37 08.05467(N)    114 25 07.37335(W) AD(       ) 2
 FS0934  NAD 27      -  35 37 08.08200(N)    114 25 04.49800(W) AD(       ) 2
 FS0934  NGVD 29 (11/23/90)  814.25   (m)         2671.4    (f) LEVELING    3  
 FS0934
 FS0934.Superseded values are not recommended for survey control.
 FS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0934.See file dsdata.txt to determine how the superseded data were derived.
 FS0934
 FS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3378544749(NAD 83)
 FS0934_MARKER: DS = TRIANGULATION STATION DISK
 FS0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0934_SP_SET: SHALLOW-SET PIPE
 FS0934_STAMPING: DETRITAL 1950
 FS0934_MARK LOGO: CGS   
 FS0934_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0934+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 FS0934
 FS0934  HISTORY     - Date     Condition        Report By
 FS0934  HISTORY     - 1950     MONUMENTED       CGS
 FS0934  HISTORY     - 1955     GOOD             CGS
 FS0934  HISTORY     - 1981     GOOD             AZDT
 FS0934  HISTORY     - 1982     GOOD             NGS
 FS0934  HISTORY     - 20000501 GOOD             NGS
 FS0934
 FS0934                          STATION DESCRIPTION
 FS0934
 FS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS0934'THE STATION IS LOCATED ABOUT 36 MILES (AIRLINE) NORTHWEST OF
 FS0934'KINGMAN ON THE WEST SIDE OF U.S. HIGHWAY 93-466, AND 0.8 MILE
 FS0934'NORTH OF THE CONCRETE BRIDGE OVER THE DETRITAL WASH, 105 FEET
 FS0934'WEST OF THE CENTER LINE OF HIGHWAY, 120 FEET SOUTHWEST OF A
 FS0934'CONCRETE POST THAT HAS NUMBERS (3-5) ENGRAVED ON THE SIDE, AND
 FS0934'6 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK IS A
 FS0934'STANDARD DISK BRAZED IN THE TOP OF A 2 INCH IRON PIPE,
 FS0934'PROJECTING ABOUT 2 INCHES.  STAMPED DETRITAL 1950.
 FS0934'
 FS0934'R.M. 1 IS NORTHWEST OF THE STATION AND ABOUT THE SAME ELEVATION,
 FS0934'2 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK IS A
 FS0934'STANDARD DISK BRAZED IN THE TOP OF A 2 INCH IRON PIPE, PROJECTING
 FS0934'ABOUT 3 INCHES.  STAMPED DETRITAL NO 1 1950.
 FS0934'
 FS0934'B.M. T 121 (R.M. 2) IS NORTHEAST OF THE STATION IN THE EAST
 FS0934'HIGHWAY RIGHT-OF-WAY FENCE, 101 FEET EAST OF THE CENTER LINE
 FS0934'OF HIGHWAY, AND 2.4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 FS0934'IS A STANDARD BENCH MARK DISK SET IN A 10 INCH SQUARE CONCRETE
 FS0934'POST, PROJECTING ABOUT 8 INCHES.  STAMPED T 121 1935.
 FS0934'
 FS0934'ARIZONA HIGHWAY DEPARTMENT SURVEY MARK IS THE AZIMUTH MARK.
 FS0934'IT IS ABOUT 0.8 MILE EAST-SOUTHEAST OF THE STATION IN THE
 FS0934'SOUTHEAST RAILING OF A CONCRETE BRIDGE ACROSS DETRITAL WASH.
 FS0934'THE MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE, 9.3 FEET
 FS0934'NORTH OF THE SOUTHEAST END OF THE RAILING.  STAMPED ELEV 2695-07.
 FS0934'
 FS0934'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 FS0934'62 WITH U.S. HIGHWAY 93-466 WHICH IS ABOUT 19 MILES NORTHWEST
 FS0934'OF KINGMAN, GO NORTHWEST ON U.S. HIGHWAY 93-466 FOR 15.8 MILES
 FS0934'TO THE BRIDGE OVER DETRITAL WASH.  THE AZIMUTH MARK ON THE RIGHT
 FS0934'AS DESCRIBED.  THENCE CONTINUE ON HIGHWAY 0.8 MILE TO THE STATION
 FS0934'ALONG THE WEST RIGHT-OF-WAY FENCE LINE.
 FS0934
 FS0934                          STATION RECOVERY (1955)
 FS0934
 FS0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS0934'RECOVERED - THE STATION AND REFERENCE MARKS 1 AND 2 (BM T 121)
 FS0934'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 FS0934'AND CORRECT.
 FS0934
 FS0934                          STATION RECOVERY (1981)
 FS0934
 FS0934'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0934'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FS0934'
 FS0934'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS0934'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS0934'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS0934'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO DETRITAL WASH
 FS0934'CONTINUE NORTH ALONG US 93 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 FS0934
 FS0934                          STATION RECOVERY (1982)
 FS0934
 FS0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0934'28.8 KM (17.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0934'28.8 KM (17.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0934'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 1.3 KM (0.8 MI) NORTHWEST OF
 FS0934'THE DETRITAL WASH BRIDGE, AT MILEPOST 35, 63.4 METERS (208 FT)
 FS0934'SOUTHWEST OF BENCH MARK T 121, 32 METERS (105 FT) SOUTHWEST OF THE
 FS0934'CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.6 FT) NORTHWEST OF BENCH
 FS0934'MARK T 121 RESET 1981, 1.8 METERS (6 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 FS0934'FENCE, 15.2 METERS (49.7 FT) SOUTHEAST OF RM 1.  NOTE--THE DISK IS
 FS0934'WELDED ON TOP OF A 2-INCH PIPE.
 FS0934
 FS0934                          STATION RECOVERY (2000)
 FS0934
 FS0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 FS0934'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 FS0934'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 FS0934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0935 ***********************************************************************
 FS0935  DESIGNATION -  DETRITAL RM 1
 FS0935  PID         -  FS0935
 FS0935  STATE/COUNTY-  AZ/MOHAVE
 FS0935  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0935
 FS0935                         *CURRENT SURVEY CONTROL
 FS0935  ___________________________________________________________________
 FS0935* NAD 83(1986)-  35 37 06.     (N)    114 25 09.     (W)     SCALED    
 FS0935* NAVD 88     -       814.741  (meters)    2673.03   (feet)  ADJUSTED  
 FS0935  ___________________________________________________________________
 FS0935  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0935  DYNAMIC HT  -         813.838 (meters)    2670.07  (feet)  COMP
 FS0935  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 FS0935
 FS0935  VERT ORDER  -  FIRST     CLASS II
 FS0935
 FS0935.The horizontal coordinates were scaled from a topographic map and have
 FS0935.an estimated accuracy of +/- 6 seconds.
 FS0935
 FS0935.The orthometric height was determined by differential leveling
 FS0935.and adjusted by the National Geodetic Survey in June 1991..
 FS0935
 FS0935.The geoid height was determined by GEOID03.
 FS0935
 FS0935.The dynamic height is computed by dividing the NAVD 88
 FS0935.geopotential number by the normal gravity value computed on the
 FS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0935.degrees latitude (g = 980.6199 gals.).
 FS0935
 FS0935.The modeled gravity was interpolated from observed gravity values.
 FS0935
 FS0935;                    North         East    Units  Estimated Accuracy
 FS0935;SPC AZ W     -   512,390.      152,740.      MT  (+/- 180 meters Scaled)
 FS0935
 FS0935                          SUPERSEDED SURVEY CONTROL
 FS0935
 FS0935.No superseded survey control is available for this station.
 FS0935
 FS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV337446(NAD 83)
 FS0935_MARKER: DR = REFERENCE MARK DISK
 FS0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0935_SP_SET: SHALLOW-SET PIPE
 FS0935_STAMPING: DETRITAL NO 1 1950
 FS0935_MARK LOGO: CGS   
 FS0935_PROJECTION: PROJECTING 1 CENTIMETERS
 FS0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0935
 FS0935  HISTORY     - Date     Condition        Report By
 FS0935  HISTORY     - 1950     MONUMENTED       CGS
 FS0935  HISTORY     - 1982     GOOD             NGS
 FS0935
 FS0935                          STATION DESCRIPTION
 FS0935
 FS0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0935'28.8 KM (17.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0935'28.8 KM (17.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0935'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 35, 30.5 METERS
 FS0935'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 28.3 METERS
 FS0935'(93 FT) NORTHWEST OF BENCH MARK T 121 RESET 1981, 15.2 METERS (49.7
 FS0935'FT) NORTHWEST OF THE STATION.  NOTE--THE DISK IS WELDED ON TOP OF A
 FS0935'2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0651 ***********************************************************************
 GP0651  DESIGNATION -  DEVIL
 GP0651  PID         -  GP0651
 GP0651  STATE/COUNTY-  AZ/NAVAJO
 GP0651  USGS QUAD   -  SHONTO SE (1982)
 GP0651
 GP0651                         *CURRENT SURVEY CONTROL
 GP0651  ___________________________________________________________________
 GP0651* NAD 83(1992)-  36 31 57.17219(N)    110 31 07.05725(W)     ADJUSTED  
 GP0651* NAVD 88     -      2237.7    (meters)    7342.     (feet)  VERTCON   
 GP0651  ___________________________________________________________________
 GP0651  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 GP0651  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0651
 GP0651  HORZ ORDER  -  SECOND
 GP0651
 GP0651.The horizontal coordinates were established by classical geodetic methods
 GP0651.and adjusted by the National Geodetic Survey in August 1993..
 GP0651
 GP0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0651
 GP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0651
 GP0651.The geoid height was determined by GEOID03.
 GP0651
 GP0651;                    North         East     Units Scale Factor Converg.
 GP0651;SPC AZ E     -   613,658.213   181,843.781   MT  0.99991223   -0 12 34.3
 GP0651;SPC AZ E     - 2,013,314.35    596,600.33   iFT  0.99991223   -0 12 34.3
 GP0651;UTM  12      - 4,043,126.183   543,091.585   MT  0.99962288   +0 17 11.6
 GP0651
 GP0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0651!SPC AZ E     -   0.99965217  x   0.99991223  =   0.99956443
 GP0651!UTM  12      -   0.99965217  x   0.99962288  =   0.99927518
 GP0651
 GP0651|---------------------------------------------------------------------|
 GP0651| PID    Reference Object                     Distance      Geod. Az  |
 GP0651|                                                           dddmmss.s |
 GP0651| CD3348 DEVIL RM 1                           26.254 METERS 13632     |
 GP0651| CD3349 DEVIL RM 2                           18.413 METERS 25158     |
 GP0651| GP0654 SHONTO WATER TANK                   APPROX.14.5 KM 3005452.0 |
 GP0651| GP0656 INSCRIPTION HOUSE WATER TANK        APPROX.25.3 KM 3104214.0 |
 GP0651| GP0647 TALL MTN                            APPROX.29.5 KM 3464850.1 |
 GP0651|---------------------------------------------------------------------|
 GP0651
 GP0651                          SUPERSEDED SURVEY CONTROL
 GP0651
 GP0651  NAD 83(1986)-  36 31 57.17200(N)    110 31 07.05444(W) AD(       ) 2
 GP0651  NAD 27      -  36 31 57.17454(N)    110 31 04.54529(W) AD(       ) 2
 GP0651  NGVD 29 (07/19/86) 2236.6    (m)         7338.     (f) VERT ANG       
 GP0651
 GP0651.Superseded values are not recommended for survey control.
 GP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0651.See file dsdata.txt to determine how the superseded data were derived.
 GP0651
 GP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4309243126(NAD 83)
 GP0651_MARKER: DD = SURVEY DISK
 GP0651_SETTING: 0 = UNSPECIFIED SETTING
 GP0651
 GP0651  HISTORY     - Date     Condition        Report By
 GP0651  HISTORY     - 1970     MONUMENTED       USGS
 GP0651
 GP0651                          STATION DESCRIPTION
 GP0651
 GP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0651'RM 1, TO RM 2, NOT MEASURED.
 GP0651'
 GP0651'INSTRUMENT STAND 14.6 FT ABOVE STATION MARK.
 GP0651'
 GP0651'LOCATED ABOUT 19 MI SW. OF KAYONTA.  8 MI SE. OF SHONTO.  ABOUT 1.5
 GP0651'MI S. OF THE PEABODY COAL MINE MICROWAVE TOWER, NEAR THE RIM OF BLACK
 GP0651'MESA, IN CLEARED AREA.
 GP0651'
 GP0651'TO REACH FROM THE KAYONTA JPOST OFFICE DRIVE E. ABOUT 1 MI TO KAYONTA
 GP0651'JUNCTION. TURN RIGHT (S.) ON U. S. 164 FOR ABOUT 19.7 MI TO
 GP0651'CROSSROADS THAT LEAD TO THE PEABODY COAL MINE AND NAVAJO NATIONAL
 GP0651'MONUMENT.  TURN LEFT FOR 1.8 MI TO REVERSE Y-RD.  NEAR THE RIM OF
 GP0651'BLACK MESA.  TURN SHARP RIGHT, PASSING BY MICROWAVE TOWER, FOR 2.0
 GP0651'MI TO A TRACK RD.  RIGHT.  TURN RIGHT AND FOLLOW TRACK RD. ABOUT
 GP0651'0.2 MI TO HIGH POINT IN CLEARED AREA.
 GP0651'
 GP0651'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED DEVIL 1970 SET IN A
 GP0651'CONCRETE POST FLUSH WITH GROUND.
 GP0651'
 GP0651'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0651'SET IN A CONCRETE POST FLUSH WITH GROUND.
 GP0651'
 GP0651'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0651'SET IN A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0862 ***********************************************************************
 ET0862  DESIGNATION -  DEWEY
 ET0862  PID         -  ET0862
 ET0862  STATE/COUNTY-  AZ/YAVAPAI
 ET0862  USGS QUAD   -  HUMBOLDT (1973)
 ET0862
 ET0862                         *CURRENT SURVEY CONTROL
 ET0862  ___________________________________________________________________
 ET0862* NAD 83(1992)-  34 31 49.10511(N)    112 13 55.44243(W)     ADJUSTED  
 ET0862* NAVD 88     -      1397.6    (meters)    4585.     (feet)  VERTCON   
 ET0862  ___________________________________________________________________
 ET0862  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 ET0862  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ET0862
 ET0862  HORZ ORDER  -  SECOND
 ET0862
 ET0862.The horizontal coordinates were established by classical geodetic methods
 ET0862.and adjusted by the National Geodetic Survey in August 1993..
 ET0862
 ET0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0862
 ET0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0862
 ET0862.The geoid height was determined by GEOID03.
 ET0862
 ET0862;                    North         East     Units Scale Factor Converg.
 ET0862;SPC AZ C     -   391,518.601   184,406.937   MT  0.99991033   -0 10 43.6
 ET0862;SPC AZ C     - 1,284,509.85    605,009.64   iFT  0.99991033   -0 10 43.6
 ET0862;UTM  12      - 3,821,647.086   386,930.026   MT  0.99975758   -0 41 54.5
 ET0862
 ET0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0862!SPC AZ C     -   0.99978476  x   0.99991033  =   0.99969511
 ET0862!UTM  12      -   0.99978476  x   0.99975758  =   0.99954239
 ET0862
 ET0862:                Primary Azimuth Mark                     Grid Az
 ET0862:SPC AZ C     -  ROUND                                    105 16 37.2
 ET0862:UTM  12      -  ROUND                                    105 47 48.1
 ET0862
 ET0862|---------------------------------------------------------------------|
 ET0862| PID    Reference Object                     Distance      Geod. Az  |
 ET0862|                                                           dddmmss.s |
 ET0862| ET0866 ROUND                               APPROX. 4.2 KM 1050553.6 |
 ET0862| CH3044 DEWEY RM 1                           14.176 METERS 17037     |
 ET0862| ET0919 HUMBOLDT SMOKE STACK                APPROX. 3.6 KM 1802627.0 |
 ET0862| CH3045 DEWEY RM 2                           13.445 METERS 27856     |
 ET0862|---------------------------------------------------------------------|
 ET0862
 ET0862                          SUPERSEDED SURVEY CONTROL
 ET0862
 ET0862  NAD 83(1986)-  34 31 49.10126(N)    112 13 55.44054(W) AD(       ) 2
 ET0862  NAD 27      -  34 31 49.01237(N)    112 13 52.85943(W) AD(       ) 2
 ET0862  NGVD 29 (07/19/86) 1396.8    (m)         4583.     (f) VERT ANG       
 ET0862
 ET0862.Superseded values are not recommended for survey control.
 ET0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0862.See file dsdata.txt to determine how the superseded data were derived.
 ET0862
 ET0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8693021647(NAD 83)
 ET0862_MARKER: DD = SURVEY DISK
 ET0862_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0862+WITH SETTING: INFORMATION.
 ET0862_SP_SET: PREFABRICATED CONCRETE POST
 ET0862
 ET0862  HISTORY     - Date     Condition        Report By
 ET0862  HISTORY     - 1969     MONUMENTED       USGS
 ET0862  HISTORY     - 1980     GOOD             USGS
 ET0862  HISTORY     - 19971112 GOOD             USPSQD
 ET0862
 ET0862                          STATION DESCRIPTION
 ET0862
 ET0862'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0862'LOCATED ABOUT 13 MI. E. OF PRESCOTT.  0.6 MI. E. OF DEWEY.  ON LEVEL
 ET0862'GROUND AT A FENCE CORNER.
 ET0862'
 ET0862'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 69 AND RD. E. TO DEWEY,
 ET0862'DRIVE E. ACROSS THE RR. TRACKS FOR 0.6 MI. TO A N.-S. FENCE, TURN
 ET0862'LEFT AND DRIVE N. ALONG THE W. SIDE OF THE FENCE FOR 300 FT. TO A
 ET0862'FENCE CORNER AND STATION MARK.
 ET0862'
 ET0862'STATION MARK--A STANDARD USGS TABLET STAMPED DEWEY ET 1969 CRIMPED
 ET0862'ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN TO REFUSAL,
 ET0862'LEVEL WITH THE GROUND.
 ET0862'
 ET0862'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0862'1 1969, CRIMPED ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN
 ET0862'TO REFUSAL, LEVEL WITH THE GROUND, AND 2 FT. BELOW THE STATION
 ET0862'MARK.
 ET0862'
 ET0862'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0862'2 1969, CRIMPED ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN
 ET0862'TO REFUSAL, LEVEL WITH THE GROUND, AND 1 FT. ABOVE THE STATION.
 ET0862'
 ET0862'HUMBOLDT SMOKE STACK--A TALL MASONRY SMELTER STACK ABOUT 2.0 MI.
 ET0862'FROM THE STATION MARK.
 ET0862
 ET0862                          STATION RECOVERY (1980)
 ET0862
 ET0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (GH)
 ET0862'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 ET0862'REFERENCE MARK 1 HAS BEEN DESTROYED.  A NEW ROUTE TO THE
 ET0862'STATION FOLLOWS.
 ET0862'
 ET0862'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL EAST ALONG
 ET0862'ARIZONA HIGHWAY 169 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 ET0862'CROSSING OVER A CATTLE GUARD AND THEN BEAR LEFT ON A BLADED ROAD FOR
 ET0862'0.18 MILE TO THE STATION ON THE LEFT, JUST PAST A RIGHT HAND CURVE IN
 ET0862'THE ROAD.
 ET0862
 ET0862                          STATION RECOVERY (1997)
 ET0862
 ET0862'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0518 ***********************************************************************
 GP0518  DESIGNATION -  DIA
 GP0518  PID         -  GP0518
 GP0518  STATE/COUNTY-  AZ/COCONINO
 GP0518  USGS QUAD   -  POVERTY FLAT (1985)
 GP0518
 GP0518                         *CURRENT SURVEY CONTROL
 GP0518  ___________________________________________________________________
 GP0518* NAD 83(1992)-  36 53 13.64232(N)    111 56 49.96858(W)     ADJUSTED  
 GP0518* NAVD 88     -      1940.5    (meters)    6366.     (feet)  VERTCON   
 GP0518  ___________________________________________________________________
 GP0518  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GP0518  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 GP0518
 GP0518  HORZ ORDER  -  THIRD
 GP0518
 GP0518.The horizontal coordinates were established by classical geodetic methods
 GP0518.and adjusted by the National Geodetic Survey in August 1993..
 GP0518
 GP0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0518
 GP0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0518
 GP0518.The geoid height was determined by GEOID03.
 GP0518
 GP0518;                    North         East     Units Scale Factor Converg.
 GP0518;SPC AZ C     -   652,945.067   210,637.234   MT  0.99990009   -0 01 06.0
 GP0518;SPC AZ C     - 2,142,208.23    691,067.04   iFT  0.99990009   -0 01 06.0
 GP0518;UTM  12      - 4,082,769.466   415,595.166   MT  0.99968776   -0 34 06.9
 GP0518
 GP0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0518!SPC AZ C     -   0.99969908  x   0.99990009  =   0.99959920
 GP0518!UTM  12      -   0.99969908  x   0.99968776  =   0.99938693
 GP0518
 GP0518:                Primary Azimuth Mark                     Grid Az
 GP0518:SPC AZ C     -  DUFFER                                   318 42 57.8
 GP0518:UTM  12      -  DUFFER                                   319 15 58.7
 GP0518
 GP0518|---------------------------------------------------------------------|
 GP0518| PID    Reference Object                     Distance      Geod. Az  |
 GP0518|                                                           dddmmss.s |
 GP0518| GQ0272 DUFFER                              APPROX. 9.0 KM 3184151.8 |
 GP0518|---------------------------------------------------------------------|
 GP0518
 GP0518                          SUPERSEDED SURVEY CONTROL
 GP0518
 GP0518  NAD 83(1986)-  36 53 13.64137(N)    111 56 49.97159(W) AD(       ) 3
 GP0518  NGVD 29 (05/08/89) 1939.4    (m)         6363.     (f) VERT ANG       
 GP0518
 GP0518.Superseded values are not recommended for survey control.
 GP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0518.See file dsdata.txt to determine how the superseded data were derived.
 GP0518
 GP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1559582769(NAD 83)
 GP0518_MARKER: DD = SURVEY DISK
 GP0518_SETTING: 80 = SET IN A BOULDER
 GP0518_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0518+STABILITY: SURFACE MOTION
 GP0518
 GP0518  HISTORY     - Date     Condition        Report By
 GP0518  HISTORY     - 1953     MONUMENTED       USGS
 GP0518
 GP0518                          STATION DESCRIPTION
 GP0518
 GP0518'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0518'LOCATED ABOUT 18.5 MI WNW. OF NAVAJO BRIDGE, 12.2 MI N. OF HWY.
 GP0518'89, 7 MI NNW. OF JARVIS RNACH, 2.5 MI E. OF CABIN AND CORRAL ON
 GP0518'SMALL, FLAT-TOPPED MESA.
 GP0518'
 GP0518'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0518'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GP0518'AND CONTINUE 2 MI ON MAIN RD. TO TRACK RD. ON RIGHT (E.).  GO 1.2
 GP0518'MI N. TO SECOND TRACK RD. ON RIGHT.  TURN RIGHT 3.6 MI E. TO RD.
 GP0518'FORKS.  TAKE LEFT FORK 3.2 MI TO GATE ABOUT 0.25 MI E. OF CABIN,
 GP0518'CONTINUE 0.2 MI TO DIM RD. FORK NEAR SOUTHEAST CORNER OF CORRAL.
 GP0518'TURN RIGHT AND FOLLOW DIM TRACK RD. 2.1 MI E., GO ABOUT 1 MI N.
 GP0518'CROSS-COUNTRY TO MESA AND STATION.
 GP0518'
 GP0518'STATION MARK--STANDARD TABLET STAMPED---DIA 1953---, CEMENTED IN
 GP0518'LARGE STONE BURIED FLUSH WITH GROUND.
 GP0518'
 GP0518'RM 1--COPPER NAIL AND WASHER IN BLAZE IN TRIMMED 18-INCH CEDAR
 GP0518'TREE.
 GP0518'
 GP0518'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK
 GP0518'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0409 ***********************************************************************
 FR0409  DESIGNATION -  DIAMOND
 FR0409  PID         -  FR0409
 FR0409  STATE/COUNTY-  AZ/MOHAVE
 FR0409  USGS QUAD   -  NELSON (1967)
 FR0409
 FR0409                         *CURRENT SURVEY CONTROL
 FR0409  ___________________________________________________________________
 FR0409* NAD 83(1992)-  35 37 21.17233(N)    113 22 21.02158(W)     ADJUSTED  
 FR0409* NAVD 88     -      1619.070  (meters)    5311.90   (feet)  POSTED    
 FR0409  ___________________________________________________________________
 FR0409  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 FR0409  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0409  DYNAMIC HT  -        1617.010 (meters)    5305.14  (feet)  COMP
 FR0409  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 FR0409
 FR0409  HORZ ORDER  -  FIRST
 FR0409  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0409
 FR0409.The horizontal coordinates were established by classical geodetic methods
 FR0409.and adjusted by the National Geodetic Survey in August 1993..
 FR0409
 FR0409.The orthometric height was determined by differential leveling
 FR0409.and adjusted by the National Geodetic Survey in 1992..
 FR0409.No vertical observational check was made to the station.
 FR0409.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0409.was located on a no-check spur therefore a value was not computed.
 FR0409
 FR0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0409
 FR0409.The geoid height was determined by GEOID03.
 FR0409
 FR0409.The dynamic height is computed by dividing the NAVD 88
 FR0409.geopotential number by the normal gravity value computed on the
 FR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0409.degrees latitude (g = 980.6199 gals.).
 FR0409
 FR0409.The modeled gravity was interpolated from observed gravity values.
 FR0409
 FR0409;                    North         East     Units Scale Factor Converg.
 FR0409;SPC AZ W     -   512,719.387   247,555.503   MT  0.99994774   +0 13 11.5
 FR0409;SPC AZ W     - 1,682,150.22    812,189.97   iFT  0.99994774   +0 13 11.5
 FR0409;SPC AZ C     -   513,612.666    81,482.093   MT  1.00011425   -0 50 53.0
 FR0409;SPC AZ C     - 1,685,080.93    267,329.70   iFT  1.00011425   -0 50 53.0
 FR0409;UTM  12      - 3,944,676.688   285,137.470   MT  1.00016893   -1 22 56.6
 FR0409
 FR0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0409!SPC AZ W     -   0.99974999  x   0.99994774  =   0.99969774
 FR0409!SPC AZ C     -   0.99974999  x   1.00011425  =   0.99986421
 FR0409!UTM  12      -   0.99974999  x   1.00016893  =   0.99991888
 FR0409
 FR0409:                Primary Azimuth Mark                     Grid Az
 FR0409:SPC AZ W     -  DIAMOND RIM AZ MK 2                      021 24 33.3
 FR0409:SPC AZ C     -  DIAMOND RIM AZ MK 2                      022 28 37.8
 FR0409:UTM  12      -  DIAMOND RIM AZ MK 2                      023 00 41.4
 FR0409
 FR0409|---------------------------------------------------------------------|
 FR0409| PID    Reference Object                     Distance      Geod. Az  |
 FR0409|                                                           dddmmss.s |
 FR0409| FR0927 DIAMOND RIM AZ MK 2                 APPROX.11.0 KM 0213744.8 |
 FR0409| FR0406 V 96                                  7.229 METERS 07414     |
 FR0409| CH3054 DIAMOND RM 3 AZIMUTH                               13318     |
 FR0409| FR0931 PEACH SPRINGS                       APPROX. 7.7 KM 1991750.4 |
 FR0409| FR0408 DIAMOND RM 2                         11.978 METERS 25511     |
 FR0409| FR0407 DIAMOND RM 1                          9.275 METERS 35548     |
 FR0409|---------------------------------------------------------------------|
 FR0409
 FR0409                          SUPERSEDED SURVEY CONTROL
 FR0409
 FR0409  NAD 83(1986)-  35 37 21.16531(N)    113 22 21.02302(W) AD(       ) 1
 FR0409  NAD 27      -  35 37 21.20200(N)    113 22 18.26300(W) AD(       ) 1
 FR0409  NGVD 29 (??/??/92) 1618.103  (m)         5308.73   (f) ADJ UNCH    2 0
 FR0409
 FR0409.Superseded values are not recommended for survey control.
 FR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0409.See file dsdata.txt to determine how the superseded data were derived.
 FR0409
 FR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8513744677(NAD 83)
 FR0409_MARKER: DD = SURVEY DISK
 FR0409_SETTING: 80 = SET IN A BOULDER
 FR0409_SP_SET: BOULDER
 FR0409_STAMPING: DIAMOND RS 1926
 FR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0409+STABILITY: SURFACE MOTION
 FR0409
 FR0409  HISTORY     - Date     Condition        Report By
 FR0409  HISTORY     - 1926     MONUMENTED       USGS
 FR0409  HISTORY     - 1935     GOOD             CGS
 FR0409  HISTORY     - 1936     GOOD             CGS
 FR0409  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FR0409  HISTORY     - 1955     GOOD             CGS
 FR0409  HISTORY     - 1958     GOOD             CGS
 FR0409
 FR0409                          STATION DESCRIPTION
 FR0409
 FR0409'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0409'4.0 MI E FROM PEACH SPRINGS.
 FR0409'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0409'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0409'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0409'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0409'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0409'CANYON, 22 FEET WEST OF BENCH MARK V 96, IN THE TOP OF A LARGE FLAT
 FR0409'BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL
 FR0409'SURVEY STANDARD DISK, STAMPED DIAMOND RS 1926.
 FR0409
 FR0409                          STATION RECOVERY (1935)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0409'STATION IS ABOUT 8 MILES NE OF PEACH SPRINGS, 4 MILES A LITTLE
 FR0409'E OF S FROM THE JUNCTION OF PEACH SPRINGS AND HELLS OR
 FR0409'DIAMOND CANYONS.  IT IS ON THE EXTREME W END OF A HIGH SPUR
 FR0409'RUNNING W FROM A MESA, ABOUT 60 YARDS W FROM THE HIGHEST POINT
 FR0409'OF A SMALL KNOLL, AND ABOUT 1/4 MILE W OF THE NATTUCK RANCH
 FR0409'BUILDINGS (DESERTED).
 FR0409'
 FR0409'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN
 FR0409'A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED DIAMOND RS 1926.
 FR0409'
 FR0409'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK ARE BRONZE DISKS
 FR0409'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 FR0409'ARE STAMPED 1934.  A SMALL ROCK CAIRN WAS BUILT NEAR AZIMUTH
 FR0409'MARK TO AID IN ITS RECOVERY.
 FR0409
 FR0409                          STATION RECOVERY (1936)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0409'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 FR0409'ADEQUATE.
 FR0409'
 FR0409'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0409
 FR0409                          STATION RECOVERY (1944)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0409'ALL MARKS RECOVERED AND IN GOOD CONDITION.  STATION MARK IS SET
 FR0409'IN BEDROCK FLUSH WITH GROUND.  IT IS 17 FEET WNW OF A WHITE
 FR0409'WITNESS POST.
 FR0409'
 FR0409'REFERENCE MARK 1 IS SET FLUSH IN BEDROCK AND IS STAMPED
 FR0409'DIAMOND NO 1 1934.  IT IS 1-1/2 FEET LOWER IN ELEVATION THAN THE
 FR0409'STATION MARK.
 FR0409'
 FR0409'REFERENCE MARK 2 IS SET FLUSH IN BEDROCK AND IS STAMPED
 FR0409'DIAMOND NO 2 1934.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 FR0409'STATION MARK.
 FR0409'
 FR0409'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0409'BEDROCK.  IT IS 1/8 MILE SSE OF STATION, 20 PACES SE OF FENCE,
 FR0409'4 FEET N OF A 2-1/2 FOOT ROCK CAIRN, AND ON THE SIDE OF THE
 FR0409'FIRST RIDGE SE OF THE STATION.  STAMPED DIAMOND NO 3 1934.
 FR0409'
 FR0409'TO REACH STATION FROM PEACH SPRINGS, GO E ON U.S. HIGHWAY 66
 FR0409'FOR 4.1 MILES TO TRACK ROAD ON LEFT.  TAKE TRACK ROAD THROUGH
 FR0409'GATE AND GO N 3.6 MILES TO FORKS.  TAKE LEFT FORK 1.0 MILE,
 FR0409'THENCE LEFT FORK FOR 2.6 MILES TO DESERTED RANCH AND END OF
 FR0409'TRUCK TRAVEL.  PACK W OVER SMALL KNOLL BACK OF RANCH HOUSE AND
 FR0409'ALONG RIDGE TO STATION.  A 10-MINUTE PACK.
 FR0409
 FR0409                          STATION RECOVERY (1955)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0409'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FR0409'AND WERE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 FR0409
 FR0409                          STATION RECOVERY (1958)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 FR0409'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 FR0409'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0877 ***********************************************************************
 ET0877  DESIGNATION -  DIAMOND
 ET0877  PID         -  ET0877
 ET0877  STATE/COUNTY-  AZ/YAVAPAI
 ET0877  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0877
 ET0877                         *CURRENT SURVEY CONTROL
 ET0877  ___________________________________________________________________
 ET0877* NAD 83(1992)-  34 34 23.27032(N)    112 22 06.26047(W)     ADJUSTED  
 ET0877* NAVD 88     -      1617.11   (+/-2cm)    5305.5    (feet)  VERTCON   
 ET0877  ___________________________________________________________________
 ET0877  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 ET0877  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ET0877
 ET0877  HORZ ORDER  -  SECOND
 ET0877  VERT ORDER  -  THIRD ? (See Below)
 ET0877
 ET0877.The horizontal coordinates were established by classical geodetic methods
 ET0877.and adjusted by the National Geodetic Survey in August 1993..
 ET0877
 ET0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0877.The vertical order pertains to the NGVD 29 superseded value.
 ET0877
 ET0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0877
 ET0877.The geoid height was determined by GEOID03.
 ET0877
 ET0877;                    North         East     Units Scale Factor Converg.
 ET0877;SPC AZ C     -   396,316.205   171,912.550   MT  0.99992117   -0 15 22.8
 ET0877;SPC AZ C     - 1,300,250.02    564,017.55   iFT  0.99992117   -0 15 22.8
 ET0877;UTM  12      - 3,826,557.194   374,481.434   MT  0.99979419   -0 46 35.8
 ET0877
 ET0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0877!SPC AZ C     -   0.99975033  x   0.99992117  =   0.99967152
 ET0877!UTM  12      -   0.99975033  x   0.99979419  =   0.99954457
 ET0877
 ET0877|---------------------------------------------------------------------|
 ET0877| PID    Reference Object                     Distance      Geod. Az  |
 ET0877|                                                           dddmmss.s |
 ET0877| CH3052 DIAMOND RM 1                         12.408 METERS 03324     |
 ET0877| ET0883 GATES                               APPROX. 3.1 KM 2133950.2 |
 ET0877| CH3053 DIAMOND RM 2                         11.905 METERS 21414     |
 ET0877|---------------------------------------------------------------------|
 ET0877
 ET0877                          SUPERSEDED SURVEY CONTROL
 ET0877
 ET0877  NAD 83(1986)-  34 34 23.26745(N)    112 22 06.25853(W) AD(       ) 2
 ET0877  NAD 27      -  34 34 23.17562(N)    112 22 03.65871(W) AD(       ) 2
 ET0877  NGVD 29 (07/19/86) 1616.22   (m)         5302.5    (f) LEVELING    3  
 ET0877
 ET0877.Superseded values are not recommended for survey control.
 ET0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0877.See file dsdata.txt to determine how the superseded data were derived.
 ET0877
 ET0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7448126557(NAD 83)
 ET0877_MARKER: DD = SURVEY DISK
 ET0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0877+STABILITY: SURFACE MOTION
 ET0877
 ET0877  HISTORY     - Date     Condition        Report By
 ET0877  HISTORY     - 1980     MONUMENTED       AZDT
 ET0877
 ET0877                          STATION DESCRIPTION
 ET0877
 ET0877'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0877'THE STATION IS LOCATED 8 MILES NORTHWEST OF DEWEY, 6 MILES NORTHEAST
 ET0877'OF PRESCOTT ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 69.
 ET0877'
 ET0877'THE STATION MARK IS AN ADOT DISK STAMPED DIAMOND 1980.  IT IS SET IN
 ET0877'TOP OF A CONCRETE MONUMENT.  THE STATION IS SEVERAL FEET SOUTH OF THE
 ET0877'RIGHT OF WAY FENCELINE.  3.3 FEET SOUTHEAST OF THE WITNESS POST.
 ET0877'
 ET0877'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DIAMOND RM 1 1980.  IT IS SET
 ET0877'IN TOP OF A CONCRETE MONUMENT SEVERAL FEET SOUTH OF THE FENCELINE.
 ET0877'
 ET0877'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DIAMOND RM 2 1980.  IT IS SET
 ET0877'IN TOP OF A CONCRETE MONUMENT SEVERAL FEET SOUTH OF THE FENCELINE.
 ET0877'
 ET0877'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 89 AND ARIZONA
 ET0877'HIGHWAY 69 IN PRESCOTT, TRAVEL EAST ALONG SR 69 FOR 5.55 MILES TO MILE
 ET0877'POST 290.45 AND THE STATION ON THE HIGH CUTBANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1949 ***********************************************************************
 DU1949  DESIGNATION -  DIAMOND
 DU1949  PID         -  DU1949
 DU1949  STATE/COUNTY-  AZ/GRAHAM
 DU1949  USGS QUAD   -  BYLAS (1989)
 DU1949
 DU1949                         *CURRENT SURVEY CONTROL
 DU1949  ___________________________________________________________________
 DU1949* NAD 83(1992)-  33 11 05.12426(N)    110 01 55.91828(W)     ADJUSTED  
 DU1949* NAVD 88     -      1333.6    (meters)    4375.     (feet)  VERTCON   
 DU1949  ___________________________________________________________________
 DU1949  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 DU1949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DU1949
 DU1949  HORZ ORDER  -  FIRST
 DU1949
 DU1949.The horizontal coordinates were established by classical geodetic methods
 DU1949.and adjusted by the National Geodetic Survey in August 1993..
 DU1949
 DU1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1949
 DU1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1949
 DU1949.The geoid height was determined by GEOID03.
 DU1949
 DU1949;                    North         East     Units Scale Factor Converg.
 DU1949;SPC AZ E     -   242,248.196   225,898.881   MT  0.99990194   +0 04 25.0
 DU1949;SPC AZ E     -   794,777.55    741,138.06   iFT  0.99990194   +0 04 25.0
 DU1949;UTM  12      - 3,672,186.480   590,220.723   MT  0.99970036   +0 31 47.1
 DU1949
 DU1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1949!SPC AZ E     -   0.99979484  x   0.99990194  =   0.99969680
 DU1949!UTM  12      -   0.99979484  x   0.99970036  =   0.99949526
 DU1949
 DU1949|---------------------------------------------------------------------|
 DU1949| PID    Reference Object                     Distance      Geod. Az  |
 DU1949|                                                           dddmmss.s |
 DU1949| CD2805 DIAMOND RM 1                          3.584 METERS 01432     |
 DU1949| DT0785 GILA PEAK TARGET                    APPROX. 7.5 KM 0823037.6 |
 DU1949| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX.17.8 KM 1590824.4 |
 DU1949| DU1952 GERONIMO S P WATER TANK             APPROX.12.0 KM 1813117.1 |
 DU1949| CD2806 DIAMOND RM 2                          5.278 METERS 22438     |
 DU1949| CD2804 DIAMOND AZ MK                                      3113158.5 |
 DU1949|---------------------------------------------------------------------|
 DU1949
 DU1949                          SUPERSEDED SURVEY CONTROL
 DU1949
 DU1949  NAD 83(1986)-  33 11 05.11996(N)    110 01 55.91736(W) AD(       ) 1
 DU1949  NAD 27      -  33 11 04.92000(N)    110 01 53.61500(W) AD(       ) 1
 DU1949  NGVD 29 (07/19/86) 1333.0    (m)         4373.     (f) VERT ANG       
 DU1949
 DU1949.Superseded values are not recommended for survey control.
 DU1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1949.See file dsdata.txt to determine how the superseded data were derived.
 DU1949
 DU1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9022172186(NAD 83)
 DU1949_MARKER: DS = TRIANGULATION STATION DISK
 DU1949_SETTING: 66 = SET IN ROCK OUTCROP
 DU1949_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1949+STABILITY: POSITION/ELEVATION WELL
 DU1949
 DU1949  HISTORY     - Date     Condition        Report By
 DU1949  HISTORY     - 1945     MONUMENTED       CGS
 DU1949  HISTORY     - 1960     GOOD             CGS
 DU1949  HISTORY     - 1967     GOOD             AMS
 DU1949  HISTORY     - 1985     GOOD             AZDT
 DU1949
 DU1949                          STATION DESCRIPTION
 DU1949
 DU1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1949'STATION IS 7-1/2 MILES (AIR LINE) N OF GERONIMO, 23 MILES
 DU1949'(AIR LINE) NNW OF PIMA, ABOUT 6 MILES (AIR LINE) NE OF BYLAS,
 DU1949'AND IS ABOUT 2 MILES E OF THE SAN CARLOS INDIAN RESERVATION
 DU1949'FENCE LINE.  IT IS ON THE LOWER AND SW CONE-SHAPED HILL OF TWO
 DU1949'IN THE FOOTHILLS OF THE GILA MOUNTAIN RANGE.
 DU1949'
 DU1949'TO REACH STATION FROM THE TEXACO SERVICE STATION IN GERONIMO,
 DU1949'GO N AND NE ON THE BLADED ROAD JUST W OF THE SERVICE STATION FOR
 DU1949'0.2 MILE TO A FORK AT A FENCE CORNER.  HERE TURN LEFT AND GO
 DU1949'0.2 MILE TO A FORK.  HERE TURN RIGHT AND GO 0.1 MILE TO A FORK.
 DU1949'HERE TURN LEFT AND GO 0.9 MILE TO A T-INTERSECTION AT THE END
 DU1949'OF A WOODED LANE.  HERE TURN LEFT AND GO 0.2 MILE TO THE
 DU1949'GILA RIVER.  FORD THE RIVER AND GO 0.1 MILE TO A GATE.
 DU1949'CONTINUE 0.3 MILE TO A PUMP HOUSE ON THE LEFT.  CONTINUE 0.4
 DU1949'MILE TO A GATE.  GO 100 FEET AND TAKE A RIGHT FORK AND GO
 DU1949'0.4 MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 1.1
 DU1949'MILES TO A GATE.  CONTINUE 0.05 MILE TO A FORK.  HERE TAKE
 DU1949'THE LEFT FORK AND GO 1.1 MILES TO A FORK.  HERE TAKE THE
 DU1949'LEFT FORK ACROSS THE LARGE WASH AND GO 4.9 MILES TO THE AZIMUTH
 DU1949'MARK WITNESS POST 123 PACES E OF THE ROAD.  CONTINUE FOR
 DU1949'0.2 MILE TO THE END OF TRUCK TRAVEL IN A SADDLE.  FROM HERE
 DU1949'PACK SE INTO THE WASH AND UP THE HILL TO THE HIGHEST POINT
 DU1949'AND STATION.
 DU1949'
 DU1949'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 DU1949'WITH THE SURROUNDING SURFACE AND IS STAMPED DIAMOND 1945.  IT
 DU1949'IS 34 FEET SSW OF THE HIGHEST POINT OF THE HILL.
 DU1949'
 DU1949'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1949'PROJECTING ABOUT 3 FEET ABOVE THE GROUND AND IS STAMPED DIAMOND
 DU1949'NO 1 1945.  IT IS ABOUT 4 FEET ABOVE THE STATION.  MARK IS NNE
 DU1949'OF THE STATION.
 DU1949'
 DU1949'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1949'PROJECTING ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE AND IS
 DU1949'ABOUT 20 INCHES BELOW THE STATION.  MARK IS SW OF THE STATION
 DU1949'AND IS STAMPED DIAMOND NO 2 1945.
 DU1949'
 DU1949'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 DU1949'AND IS STAMPED DIAMOND 1945.  IT IS 5 FEET SW OF THE EDGE OF A
 DU1949'3-FOOT LEDGE, 4 FEET SE OF THE WITNESS POST, AND 123 PACES
 DU1949'DOWN THE SLOPE E OF THE ROAD TO THE STATION.  MARK IS NW OF THE
 DU1949'STATION.
 DU1949'
 DU1949'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1949
 DU1949                          STATION RECOVERY (1960)
 DU1949
 DU1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1949'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE IN
 DU1949'GOOD CONDITION.
 DU1949
 DU1949                          STATION RECOVERY (1967)
 DU1949
 DU1949'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1949'STATION DIAMOND IS LOCATED APPROXIMATELY 6.0 AIRMILES (NE)
 DU1949'OF BYLAS, ARIZONA AND 8.0 AIRMILES (N) OF GERONIMO, ARIZONA.
 DU1949'
 DU1949'TO REACH STATION FROM THE BYLAS PO DRIVE (E) ON U.S. HWY 70
 DU1949'FOR 5.0 MI TO INTERSECTION AT TEXACO GAS STATION AT GERONIMO, MAKE
 DU1949'LEFT TURN AT INTERSECTION AND FOLLOW RIGHT FORK OF ROAD FOR
 DU1949'0.2 MI TO T INTERSECTION, TURN LEFT AND PROCEED FOR 0.4 MI
 DU1949'TO BRIDGE CROSSING GILA RIVER, CROSS BRIDGE AND FOLLOW ROAD
 DU1949'FOR 0.6 MI, PASSING THROUGH FENCE, TO FORK IN ROAD, TAKE RIGHT
 DU1949'FORK OF ROAD AND CONTINUE ON FOR 6.8 MI, PASSING WINDMILL,
 DU1949'TO DIMINISHING RIGHT FORK OF ROAD, TURN RIGHT AT FORK AND
 DU1949'FOLLOW ROAD 0.3 MI DOWN TO BOTTOM OF DRY WASH.  PACK (ENE) UP
 DU1949'RIDGE TO HIGHEST POINT OF HILL AND STATION.  PACKING TIME IS
 DU1949'1-1/2 HOURS.
 DU1949'
 DU1949'STATION IS STANDARD USC AND GS DISC STAMPED DIAMOND 1945 SET
 DU1949'IN ROCK AT GROUND LEVEL.
 DU1949'
 DU1949'R.M. 1 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED
 DU1949'DIAMOND NO 1 1945.  FROM THE STATION IT IS (N) ON A MAG AZ OF
 DU1949'02 DEG AT A DISTANCE OF 11.74 FT AND A DE OF +1.07 M.
 DU1949'
 DU1949'R.M. 2 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED
 DU1949'DIAMOND NO 2 1945.  FROM THE STATION IT IS (SW) ON A MAG AZ
 DU1949'OF 210 DEG AT A DISTANCE OF 17.30 FT AND A DE OF -0.75 M.
 DU1949'
 DU1949'AZ MARK WAS SEARCHED FOR BUT NOT FOUND.
 DU1949
 DU1949                          STATION RECOVERY (1985)
 DU1949
 DU1949'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1949'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1949'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU1949'
 DU1949'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST ON
 DU1949'U.S. HIGHWAY 70 FOR 13.25 MILES TO A DIRT ROAD ON RIGHT AT THE EAST
 DU1949'SIDE OF MELVIN JONES MEMORIAL IN FORT THOMAS.  TURN RIGHT AND TRAVEL
 DU1949'NORTH FOR 1.25 MILES TO A FORK AFTER CROSSING THE GILA RIVER.  TAKE
 DU1949'THE LEFT FORK NORTHWEST FOR 4.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 DU1949'AND CONTINUE NORTHWEST FOR 0.15 MILES TO A GATE, PASS THROUGH GATE FOR
 DU1949'0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A
 DU1949'T-INTERSECTION.  TURN LEFT, PASS THROUGH A GATE AND TRAVEL SOUTH FOR
 DU1949'0.05 MILE TO A GATE.  PASS THROUGH GATE AND TURN RIGHT TRAVELING WEST
 DU1949'FOR 0.7 MILE PASSING A BARN ON THE RIGHT TO A GATE.  PASS THROUGH GATE
 DU1949'AND TRAVEL NORTHWEST FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 DU1949'NORTH FOR 1.1 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 DU1949'1.6 MILES PASSING TO THE RIGHT OF A WINDMILL AND TO THE LEFT OF A
 DU1949'CORRAL, CONTINUE NORTH FOR 3.75 MILES TO A DIM FORK ON THE RIGHT.
 DU1949'TURN RIGHT AND TRAVEL EAST ALONG DIM TRACK ROAD FOR 0.4 MILE TO A
 DU1949'SMALL SADDLE THEN LEFT NORTHWEST DOWN TO A WASH, THEN RIGHT ACROSS
 DU1949'THE WASH TO THE NORTH END OF THE POND AND END OF TRUCK TRAVEL.  PACK
 DU1949'NORTHEAST UP THE MOUNTAIN WHICH IS CHINA PEAK TO THE TOP AND STATION.
 DU1949'
 DU1949'TO REACH THE AZIMUTH MARK FROM THE DIM FORK AT THE END OF THE 3.75
 DU1949'MILAGE GIVEN ABOVE, TRAVEL NORTH 0.35 MILE TO THE CREST OF THE RIDGE
 DU1949'AND THE AZIMUTH MARK ON THE RIGHT BY A WITNESS POST.  THE MARK IS
 DU1949'ABOUT 170 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1116 ***********************************************************************
 ET1116  DESIGNATION -  DIAMOND JOE PEAK
 ET1116  PID         -  ET1116
 ET1116  STATE/COUNTY-  AZ/MOHAVE
 ET1116  USGS QUAD   -  DIAMOND JOE PEAK (1967)
 ET1116
 ET1116                         *CURRENT SURVEY CONTROL
 ET1116  ___________________________________________________________________
 ET1116* NAD 83(1992)-  34 50 11.47228(N)    113 45 25.01084(W)     ADJUSTED  
 ET1116* NAVD 88     -                                                        
 ET1116  ___________________________________________________________________
 ET1116  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 ET1116  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 ET1116
 ET1116  HORZ ORDER  -  THIRD
 ET1116
 ET1116.The horizontal coordinates were established by classical geodetic methods
 ET1116.and adjusted by the National Geodetic Survey in August 1993..
 ET1116
 ET1116
 ET1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1116
 ET1116.The geoid height was determined by GEOID03.
 ET1116
 ET1116;                    North         East     Units Scale Factor Converg.
 ET1116;SPC AZ W     -   425,453.923   212,724.563   MT  0.99993334   -0 00 14.3
 ET1116;SPC AZ W     - 1,395,846.20    697,915.23   iFT  0.99993334   -0 00 14.3
 ET1116;UTM  12      - 3,858,380.415   247,890.586   MT  1.00038344   -1 34 32.5
 ET1116
 ET1116                          SUPERSEDED SURVEY CONTROL
 ET1116
 ET1116  NAD 83(1986)-  34 50 11.47468(N)    113 45 25.01610(W) AD(       ) 4
 ET1116  NAD 27      -  34 50 11.43400(N)    113 45 22.22400(W) AD(       ) 3
 ET1116
 ET1116.Superseded values are not recommended for survey control.
 ET1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1116.See file dsdata.txt to determine how the superseded data were derived.
 ET1116
 ET1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4789158380(NAD 83)
 ET1116_MARKER: 03 = MOUNTAIN PEAK
 ET1116
 ET1116  HISTORY     - Date     Condition        Report By
 ET1116  HISTORY     - 1950     FIRST OBSERVED   CGS
 ET1116  HISTORY     - 1968     GOOD             AMS
 ET1116
 ET1116                          STATION DESCRIPTION
 ET1116
 ET1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1116'THE STATION IS 29-1/2 MILES, AIRLINE, SOUTHEAST OF KINGMAN,
 ET1116'38 MILES SOUTH BY WEST OF HACKBERRY, AND 21 MILES EAST BY
 ET1116'SOUTH OF YUCCA.  IT IS A HIGH SHARP MOUNTAIN, HAVING A SCATTERED
 ET1116'GROWTH OF JUNIPER TREES ON ITS SLOPES AND IS THE HIGHEST PEAK
 ET1116'IN THE IMMEDIATE VICINITY.  THE HUALPEI MOUNTAINS TO THE WEST
 ET1116'ARE HIGHER.
 ET1116
 ET1116                          STATION RECOVERY (1968)
 ET1116
 ET1116'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 ET1116'INTERSECTION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0971 ***********************************************************************
 ES0971  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0971  DESIGNATION -  DIAMOND POINT
 ES0971  PID         -  ES0971
 ES0971  STATE/COUNTY-  AZ/GILA
 ES0971  USGS QUAD   -  DIAMOND POINT (1973)
 ES0971
 ES0971                         *CURRENT SURVEY CONTROL
 ES0971  ___________________________________________________________________
 ES0971* NAD 83(1992)-  34 17 15.07942(N)    111 11 33.87882(W)     ADJUSTED  
 ES0971* NAVD 88     -      1945.53   (meters)    6383.0    (feet)  GPS OBS   
 ES0971  ___________________________________________________________________
 ES0971  X           -  -1,907,649.668 (meters)                     COMP
 ES0971  Y           -  -4,920,062.419 (meters)                     COMP
 ES0971  Z           -   3,573,924.460 (meters)                     COMP
 ES0971  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 ES0971  ELLIP HEIGHT-        1920.57  (meters)          (03/01/04) GPS OBS
 ES0971  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 ES0971
 ES0971  HORZ ORDER  -  A
 ES0971  ELLP ORDER  -  FOURTH    CLASS I
 ES0971
 ES0971.The horizontal coordinates were established by GPS observations
 ES0971.and adjusted by the National Geodetic Survey in March 2004..
 ES0971
 ES0971.The orthometric height was determined by GPS observations and a
 ES0971.high-resolution geoid model using precise GPS observation and
 ES0971.processing techniques.
 ES0971
 ES0971.Photographs are available for this station.
 ES0971
 ES0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0971
 ES0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0971
 ES0971.The ellipsoidal height was determined by GPS observations
 ES0971.and is referenced to NAD 83.
 ES0971
 ES0971.The geoid height was determined by GEOID03.
 ES0971
 ES0971;                    North         East     Units Scale Factor Converg.
 ES0971;SPC AZ E     -   365,020.588   118,894.217   MT  1.00000996   -0 34 41.1
 ES0971;SPC AZ E     - 1,197,574.11    390,072.89   iFT  1.00000996   -0 34 41.1
 ES0971;UTM  12      - 3,794,053.410   482,260.681   MT  0.99960388   -0 06 30.9
 ES0971
 ES0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0971!SPC AZ E     -   0.99969860  x   1.00000996  =   0.99970856
 ES0971!UTM  12      -   0.99969860  x   0.99960388  =   0.99930260
 ES0971
 ES0971|---------------------------------------------------------------------|
 ES0971| PID    Reference Object                     Distance      Geod. Az  |
 ES0971|                                                           dddmmss.s |
 ES0971| CH3048 DIAMOND POINT RM 1                    4.731 METERS 07404     |
 ES0971| CH3047 DIAMOND POINT AZ MK RESET                          1623026.8 |
 ES0971| CH3046 DIAMOND POINT AZ MK                                1691409.4 |
 ES0971| CH3049 DIAMOND POINT RM 2                    5.538 METERS 32201     |
 ES0971|---------------------------------------------------------------------|
 ES0971
 ES0971                          SUPERSEDED SURVEY CONTROL
 ES0971
 ES0971  NAD 83(1992)-  34 17 15.08004(N)    111 11 33.87555(W) AD(       ) 1
 ES0971  NAD 83(1986)-  34 17 15.07484(N)    111 11 33.88300(W) AD(       ) 1
 ES0971  NAD 27      -  34 17 14.95400(N)    111 11 31.40100(W) AD(       ) 1
 ES0971  NGVD 29 (07/19/86) 1945.9    (m)         6384.     (f) VERT ANG       
 ES0971
 ES0971.Superseded values are not recommended for survey control.
 ES0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0971.See file dsdata.txt to determine how the superseded data were derived.
 ES0971
 ES0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8226194053(NAD 83)
 ES0971_MARKER: DS = TRIANGULATION STATION DISK
 ES0971_SETTING: 66 = SET IN ROCK OUTCROP
 ES0971_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0971_STAMPING: DIAMOND PT 1946
 ES0971_MARK LOGO: CGS   
 ES0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0971+STABILITY: POSITION/ELEVATION WELL
 ES0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0971+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 ES0971
 ES0971  HISTORY     - Date     Condition        Report By
 ES0971  HISTORY     - 1946     MONUMENTED       CGS
 ES0971  HISTORY     - 1960     GOOD             CGS
 ES0971  HISTORY     - 1968     GOOD             AMS
 ES0971  HISTORY     - 1971     GOOD             USAF
 ES0971  HISTORY     - 1972     GOOD             NGS
 ES0971  HISTORY     - 1981     GOOD             AZDT
 ES0971  HISTORY     - 1984     GOOD             AZDT
 ES0971  HISTORY     - 20030814 GOOD             AZ-007
 ES0971
 ES0971                          STATION DESCRIPTION
 ES0971
 ES0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0971'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST-NORTHEAST OF
 ES0971'PAYSON, ON A BARE PROMINENT POINT ABOUT 1 MILE NORTH OF THE
 ES0971'TONTO CREEK ROAD, AT THE FOREST SERVICE LOOKOUT TOWER KNOWN
 ES0971'AS DIAMOND POINT LOOKOUT.
 ES0971'
 ES0971'MARK IS ON HIGHEST PART OF POINT, 20-1/2 FEET SOUTHWEST OF THE
 ES0971'CENTER OF THE LOOKOUT AND 9.5 FEET SOUTH-SOUTHWEST OF THE
 ES0971'SOUTHWEST LEG OF THE TOWER.  IT IS A STANDARD DISK STAMPED
 ES0971'DIAMOND PT 1946.
 ES0971'
 ES0971'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  IT IS
 ES0971'A STANDARD REFERENCE MARK DISK, STAMPED DIAMOND PT NO 1 1946,
 ES0971'CEMENTED IN THE TOP OF A CONCRETE CISTERN WHICH IS ABOUT
 ES0971'2 FEET HIGH.
 ES0971'
 ES0971'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 ES0971'REFERENCE MARK DISK, STAMPED DIAMOND PT NO 2 1946, SET IN
 ES0971'DRILL HOLE IN OUTCROPPING BEDROCK, 3 INCHES ABOVE GROUND.
 ES0971'
 ES0971'AZIMUTH MARK IS 1 MILE SOUTH OF STATION, A STANDARD AZIMUTH
 ES0971'DISK, STAMPED DIAMOND PT 1946, SET IN SOUTH CONCRETE HEADWALL
 ES0971'OF A CATTLE GUARD ON THE TONTO CREEK ROAD.
 ES0971
 ES0971                          STATION RECOVERY (1960)
 ES0971
 ES0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES0971'ALL MARKS WERE RECOVERD IN GOOD CONDITION AS DESCRIBED.
 ES0971'A NEW AZIMUTH MARK WAS SET AND THE ORIGINAL DESTROYED TO MAKE
 ES0971'ROOM FOR ROAD IMPROVEMENT.
 ES0971'
 ES0971'REACHED FROM THE ROAD JUNCTION IN THE NORTH PART OF PAYSON
 ES0971'BY GOING EASTERLY AS PER SIGNS TONOTO HORTON 18, YOUNG 54
 ES0971'AND HEBER 52, FOR 8.5 MILES TO A CATTLE GUARD, CONTINUE AHEAD
 ES0971'FOR 0.15 MILE TO A HIGHWAY CUT AND THE MARK ON THE RIGHT.
 ES0971'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIAMOND POINT
 ES0971'RESET 1960, SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0971'10 INCHES.  IT IS 75 FEET SOUTH OF THE TOP OF THE HIGHWAY
 ES0971'CUT, 35 FEET SOUTH OF A LARGE JUNIPER AND 3 FEET EAST OF A
 ES0971'3-FOOT CAIRN.
 ES0971'
 ES0971'TO REACH THE STATION, CONTINUE EASTERLY FOR 6.85 MILES TO A
 ES0971'FIRE-CONTROL ROAD, TURN LEFT AND FOLLOW THE BLADED ROAD FOR
 ES0971'4.1 MILES TO A JUNCTION, TURN LEFT AS PER SIGN DIAMOND POINT
 ES0971'L.O. 4, AND GO 4.0 MILES TO THE LOOKOUT TOWER AND THE STATION.
 ES0971
 ES0971                          STATION RECOVERY (1968)
 ES0971
 ES0971'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JMH)
 ES0971'STATION WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING
 ES0971'REVISIONS.  SIGNS TONTO HORTON 18, YOUNG 54 AND HEBER 52 WERE
 ES0971'REPLACE BY SIGNS HEBER, SNOWFLAKE AND ARIZ. 160.  THERE IS ALSO
 ES0971'A NEW CATTLE GUARD 2 MILES WEST OF THE AZ. MK.
 ES0971'
 ES0971'AZIMUTH MARK RESET 1960, REFERENCE MARK NO 1 AND NO 2 WERE
 ES0971'RECOVERED IN GOOD CONDITION.
 ES0971
 ES0971                          STATION RECOVERY (1971)
 ES0971
 ES0971'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 ES0971'DIAMOND POINT 1946-GOOD.
 ES0971'
 ES0971'DIAMOND POINT NO 1 1946-GOOD.
 ES0971'
 ES0971'DIAMOND POINT NO 2 1946-GOOD FACE OF MARKER WAS SCARED UP.
 ES0971'
 ES0971'TO REACH STATION DIAMOND POINT FROM PAYSON PROCEED EAST ON
 ES0971'STATE HIGHWAY 160/260 FOR APPROXIMATELY 15 MILES.  TURN LEFT
 ES0971'ON CONTROL ROAD FOR 4.4 MILES TO INTERSECTION.  TURN LEFT
 ES0971'FOR 0.2 MILES TO FORK.  TAKE LEFT FORK AND FOLLOW TO THE END
 ES0971'OF THE ROAD AND DIAMOND POINT LOOKOUT TOWER PARKING LOT.  WALK
 ES0971'SOUTH 150 FEET TO THE TOWER AND THE STATION.
 ES0971
 ES0971                          STATION RECOVERY (1972)
 ES0971
 ES0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DP)
 ES0971'REACH FROM THE JUNCTION OF US 87 AND ARIZ. 260 PROCEED EAST ON 260
 ES0971'FOR 16.05 MILES TO CONTROL ROAD, LEFT, TURN LEFT AND PROCEED FOR
 ES0971'4.45 MILES TO ROAD LEFT AND SIGN DIAMOND POINT 4 MILES, TURN LEFT
 ES0971'AND PROCEED FOR 0.25 MILES TO FORK TAKEN LEFT FORK AND PROCEED
 ES0971'FOR 3.75 MILES TO DIAMOND POINT LOOKOUT TOWER AND THE STATION
 ES0971'ON THE SOUTH SIDE OF THE TOWER.  NOTE THERE IS A LOCKED GATE
 ES0971'APPROX. 800 FT. BEFORE REACHING THE TOWER, A KEY CAN BE SECURED
 ES0971'FROM THE PAYSON FOREST SERVICE STATION.
 ES0971'
 ES0971'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF PAYSON, ON A
 ES0971'BASE PROMINENT POINT.  THE STATION AND THE REFERENCE MARKS WERE
 ES0971'RECOVERED, BUT THE AZ. MARK WAS NOT RECOVERED AT THIS TIME, THE
 ES0971'RESURFACING OF THE ROAD PROBABLY DESTROYED THE AZIMUTH MARK.
 ES0971'
 ES0971'THE STATION IS SET IN A DRILL HOLE APPROX 1-1/2 INCHES BELOW THE
 ES0971'SURFACE.  RM NO. 1 IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 ES0971'A CONCRETE WATER HOLDING TANK APPROX 2 FT. ABOVE THE STATION.  RM
 ES0971'NO. 2 IS SET IN A DRILL HOLE IN A ROCK APPROX 2 INCHES ABOVE THE
 ES0971'SURFACE.
 ES0971'
 ES0971'THE STATION IS 20.5 FT. SOUTHWEST OF THE CENTER OF THE TOWER AND
 ES0971'9.5 FT. SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER.
 ES0971
 ES0971                          STATION RECOVERY (1981)
 ES0971
 ES0971'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0971'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES0971'AS DESCRIBED IN 1960.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0971'
 ES0971'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0971'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87 AT A TRAFFIC LIGHT.  TURN
 ES0971'LEFT ALONG SR 87 FOR 0.75 MILE TO JUNCTION WITH SR 87 AND SR 260.
 ES0971'TURN RIGHT ALONG SR 260 AND TRAVEL EAST FOR 15.0 MILES TO SERVICE ROAD
 ES0971'ON THE LEFT.  TURN LEFT FOR 5.0 MILES TO TONTO VILLAGE, BEAR LEFT OVER
 ES0971'A CONCRETE LINED CREEK FORD AND FOLLOW MAIN ROAD 4 MILES TO A LOCKED
 ES0971'GATE BELOW THE DIAMOND POINT LOOKOUT TOWER AND STATION.  A KEY CAN BE
 ES0971'OBTAINED FROM THE RANGER STATION IN PAYSON.
 ES0971
 ES0971                          STATION RECOVERY (1984)
 ES0971
 ES0971'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0971'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 ES0971
 ES0971                          STATION RECOVERY (2003)
 ES0971
 ES0971'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 ES0971'NEW STATION DESCRIPTION  (2003)
 ES0971' 
 ES0971'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 ES0971' 
 ES0971'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 ES0971'DESCRIBED IN 1960.  A NEW ROUTE TO THE STATION FOLLOWS. TO REACH THE
 ES0971'STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG MAIN STREET
 ES0971'FOR 0.6 MILE TO SR-87, TURN LEFT ON SR-87 AND TRAVEL FOR 0.75 MILE TO
 ES0971'JUNCTION WITH SR-260.  TURN RIGHT ON SR-260 AND TRAVEL EAST FOR 15.0
 ES0971'MILES TO FOREST SERVICE ROAD (FS-64 - CONTROL ROAD) ON THE LEFT.  TURN
 ES0971'LEFT AND TRAVEL FOR 5.0 MILES TO TONTO VILLAGE, BEAR LEFT OVER A
 ES0971'CONCRETE LINED CREEK FORD AND FOLLOW MAIN ROAD 4 MILES TO A LOCKED
 ES0971'GATE BELOW THE DIAMOND POINT LOOKOUT TOWER AND STATION.  A KEY CAN BE
 ES0971'OBTAINED FROM THE RANGER STATION IN PAYSON.
 ES0971' 
 ES0971'GATE COMBO IS 6384
 ES0971' 
 ES0971'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0929 ***********************************************************************
 FR0929  DESIGNATION -  DIAMOND RIM
 FR0929  PID         -  FR0929
 FR0929  STATE/COUNTY-  AZ/MOHAVE
 FR0929  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0929
 FR0929                         *CURRENT SURVEY CONTROL
 FR0929  ___________________________________________________________________
 FR0929* NAD 83(1992)-  35 42 59.32318(N)    113 20 49.68558(W)     ADJUSTED  
 FR0929* NAVD 88     -      1617.     (meters)    5305.     (feet)  SCALED    
 FR0929  ___________________________________________________________________
 FR0929  LAPLACE CORR-          10.24  (seconds)                    DEFLEC99
 FR0929  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0929
 FR0929  HORZ ORDER  -  THIRD
 FR0929
 FR0929.The horizontal coordinates were established by classical geodetic methods
 FR0929.and adjusted by the National Geodetic Survey in August 1993..
 FR0929
 FR0929.The orthometric height was scaled from a topographic map.
 FR0929
 FR0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0929
 FR0929.The geoid height was determined by GEOID03.
 FR0929
 FR0929;                    North         East     Units Scale Factor Converg.
 FR0929;SPC AZ W     -   523,149.784   249,811.043   MT  0.99994970   +0 14 06.7
 FR0929;SPC AZ W     - 1,716,370.68    819,590.04   iFT  0.99994970   +0 14 06.7
 FR0929;SPC AZ C     -   524,000.838    83,932.259   MT  1.00010636   -0 50 06.7
 FR0929;SPC AZ C     - 1,719,162.85    275,368.30   iFT  1.00010636   -0 50 06.7
 FR0929;UTM  12      - 3,955,042.072   287,684.645   MT  1.00015551   -1 22 14.6
 FR0929
 FR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0929!SPC AZ W     -   0.99975032  x   0.99994970  =   0.99970004
 FR0929!SPC AZ C     -   0.99975032  x   1.00010636  =   0.99985666
 FR0929!UTM  12      -   0.99975032  x   1.00015551  =   0.99990580
 FR0929
 FR0929:                Primary Azimuth Mark                     Grid Az
 FR0929:SPC AZ W     -  DIAMOND RIM AZ MK 2                      096 25 55.6
 FR0929:SPC AZ C     -  DIAMOND RIM AZ MK 2                      097 30 09.0
 FR0929:UTM  12      -  DIAMOND RIM AZ MK 2                      098 02 16.9
 FR0929
 FR0929|---------------------------------------------------------------------|
 FR0929| PID    Reference Object                     Distance      Geod. Az  |
 FR0929|                                                           dddmmss.s |
 FR0929| FR0927 DIAMOND RIM AZ MK 2                 APPROX. 1.8 KM 0964002.3 |
 FR0929| CH3050 DIAMOND RIM RM 1                      8.471 METERS 11907     |
 FR0929| CH3051 DIAMOND RIM RM 2                     10.165 METERS 23404     |
 FR0929| FR0928 DIAMOND RIM AZ MK 1                 370.858 METERS 29025     |
 FR0929|---------------------------------------------------------------------|
 FR0929
 FR0929                          SUPERSEDED SURVEY CONTROL
 FR0929
 FR0929  NAD 83(1986)-  35 42 59.31599(N)    113 20 49.68640(W) AD(       ) 3
 FR0929  NAD 27      -  35 42 59.35700(N)    113 20 46.93000(W) AD(       ) 3
 FR0929
 FR0929.Superseded values are not recommended for survey control.
 FR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0929.See file dsdata.txt to determine how the superseded data were derived.
 FR0929
 FR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8768555042(NAD 83)
 FR0929_MARKER: DS = TRIANGULATION STATION DISK
 FR0929_SETTING: 66 = SET IN ROCK OUTCROP
 FR0929
 FR0929  HISTORY     - Date     Condition        Report By
 FR0929  HISTORY     - 1936     MONUMENTED       CGS
 FR0929  HISTORY     - 1955     GOOD             CGS
 FR0929
 FR0929                          STATION DESCRIPTION
 FR0929
 FR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0929'THE STATION IS LOCATED ABOUT 13 MILES NORTH AND 5 MILES EAST
 FR0929'OF PEACH SPRINGS, 1/2 MILE WEST OF THE MOHAVE COUNTY LINE.
 FR0929'IT IS ON A BRUSHY, TREELESS HILL, ON THE SOUTH HIGH RIM OF
 FR0929'DIAMOND CREEK, 4 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 FR0929'DIAMOND CREEK AND THE COLORADO RIVER, ON THE APEX OF THE
 FR0929'RIM BETWEEN PEACH SPRINGS CANYON AND DIAMOND CREEK CANYON
 FR0929'AND 3 MILES SOUTH-SOUTHEAST OF THEIR JUNCTION, 3/4 MILE EAST
 FR0929'OF AN UNSCALABLE, PROMINENT PINNACLE KNOWN AS THE
 FR0929'THUMB.  THE STATION HILL IS A PEAK OF A GROUP OF HIGH BARREN
 FR0929'RIDGES IN THE VICINITY.  THE RIM BREAKS ABOUT 20 FEET NORTH
 FR0929'OF THE STATION AND 1/3 MILE WEST, DROPPING ABOUT 4,000 FEET
 FR0929'TO THE CANYONS BELOW.  THE STATION MARK IS SET INTO A DRILL HOLE IN
 FR0929'ROCK OUTCROP.
 FR0929'
 FR0929'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN ROCK OUTCROP IS
 FR0929'EAST-SOUTHEAST OF THE
 FR0929'STATION SET FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2, SET
 FR0929'INTO A DRILL HOLE IN ROCK OUTCROP
 FR0929'IS SOUTHWEST OF THE STATION SET FLUSH WITH THE GROUND.
 FR0929'TWO AZIMUTH MARKS WERE ESTABLISHED AT THIS STATION AND OCCUPIED.
 FR0929'
 FR0929'AZIMUTH MARK NO. 1 IS ABOUT 3/8 MILE WEST ON A HIGH RIM.
 FR0929'AZIMUTH MARK NO. 2 IS ABOUT 1-1/2 MILES EAST OF THE STATION
 FR0929'ON A RIM.  SEE THE STATION DESCRIPTIONS OF THESE AZIMUTH
 FR0929'MARKS FOR MORE DETAILS.
 FR0929'
 FR0929'THE STATION CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0929'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0929'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0929'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0929'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0929'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0929'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0929'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0929'VISIBLE, THE STATION BEING TO THE EAST AND ON THE RIM.  CARE
 FR0929'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0929'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0929'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0929'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0929'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0929'TO THE STATION.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0929'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0929'VISITED THE STATION AT THE TIME IT WAS OCCUPIED.
 FR0929'
 FR0929'ALL OBJECTS VISIBLE FROM THE GROUND.  A 1-1/2-HOUR PACK
 FR0929'STATION AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0929'STATION.
 FR0929
 FR0929                          STATION RECOVERY (1955)
 FR0929
 FR0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0929'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0929'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0928 ***********************************************************************
 FR0928  DESIGNATION -  DIAMOND RIM AZ MK 1
 FR0928  PID         -  FR0928
 FR0928  STATE/COUNTY-  AZ/MOHAVE
 FR0928  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0928
 FR0928                         *CURRENT SURVEY CONTROL
 FR0928  ___________________________________________________________________
 FR0928* NAD 83(1992)-  35 43 03.52026(N)    113 21 03.51380(W)     ADJUSTED  
 FR0928* NAVD 88     -      1617.     (meters)    5305.     (feet)  SCALED    
 FR0928  ___________________________________________________________________
 FR0928  LAPLACE CORR-          10.27  (seconds)                    DEFLEC99
 FR0928  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 FR0928
 FR0928  HORZ ORDER  -  THIRD
 FR0928
 FR0928.The horizontal coordinates were established by classical geodetic methods
 FR0928.and adjusted by the National Geodetic Survey in August 1993..
 FR0928
 FR0928.The orthometric height was scaled from a topographic map.
 FR0928
 FR0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0928
 FR0928.The geoid height was determined by GEOID03.
 FR0928
 FR0928;                    North         East     Units Scale Factor Converg.
 FR0928;SPC AZ W     -   523,277.713   249,462.968   MT  0.99994939   +0 13 58.6
 FR0928;SPC AZ W     - 1,716,790.40    818,448.06   iFT  0.99994939   +0 13 58.6
 FR0928;SPC AZ C     -   524,135.268    83,586.580   MT  1.00010747   -0 50 14.8
 FR0928;SPC AZ C     - 1,719,603.90    274,234.19   iFT  1.00010747   -0 50 14.8
 FR0928;UTM  12      - 3,955,179.733   287,340.220   MT  1.00015731   -1 22 22.8
 FR0928
 FR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0928!SPC AZ W     -   0.99975033  x   0.99994939  =   0.99969973
 FR0928!SPC AZ C     -   0.99975033  x   1.00010747  =   0.99985777
 FR0928!UTM  12      -   0.99975033  x   1.00015731  =   0.99990760
 FR0928
 FR0928|---------------------------------------------------------------------|
 FR0928| PID    Reference Object                     Distance      Geod. Az  |
 FR0928|                                                           dddmmss.s |
 FR0928| FR0929 DIAMOND RIM                         370.858 METERS 11025     |
 FR0928|---------------------------------------------------------------------|
 FR0928
 FR0928                          SUPERSEDED SURVEY CONTROL
 FR0928
 FR0928  NAD 83(1986)-  35 43 03.51309(N)    113 21 03.51462(W) AD(       ) 3
 FR0928  NAD 27      -  35 43 03.55400(N)    113 21 00.75800(W) AD(       ) 3
 FR0928
 FR0928.Superseded values are not recommended for survey control.
 FR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0928.See file dsdata.txt to determine how the superseded data were derived.
 FR0928
 FR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8734055180(NAD 83)
 FR0928_MARKER: Z = SEE DESCRIPTION
 FR0928_SETTING: 0 = UNSPECIFIED SETTING
 FR0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0928
 FR0928  HISTORY     - Date     Condition        Report By
 FR0928  HISTORY     - 1936     MONUMENTED       CGS
 FR0928
 FR0928                          STATION DESCRIPTION
 FR0928
 FR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FR0928'STATION IS ABOUT 3/8 MILE WEST OF STATION DIAMOND RIM ON A HIGH RIM.
 FR0928'
 FR0928'STATION DIAMOND RIM CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0928'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0928'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0928'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0928'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0928'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0928'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0928'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0928'VISIBLE, STATION DIAMOND RIM BEING TO THE EAST AND ON THE RIM.  CARE
 FR0928'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0928'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0928'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0928'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0928'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0928'TO STATION DIAMOND RIM.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0928'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0928'VISITED STATION DIAMOND RIM AT THE TIME IT WAS OCCUPIED.
 FR0928'
 FR0928'A 1-1/2-HOUR PACK
 FR0928'STATION DIAMOND RIM AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0928'STATION DIAMOND RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0927 ***********************************************************************
 FR0927  DESIGNATION -  DIAMOND RIM AZ MK 2
 FR0927  PID         -  FR0927
 FR0927  STATE/COUNTY-  AZ/MOHAVE
 FR0927  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0927
 FR0927                         *CURRENT SURVEY CONTROL
 FR0927  ___________________________________________________________________
 FR0927* NAD 83(1992)-  35 42 52.65898(N)    113 19 39.83981(W)     ADJUSTED  
 FR0927* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 FR0927  ___________________________________________________________________
 FR0927  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 FR0927  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0927
 FR0927  HORZ ORDER  -  THIRD
 FR0927
 FR0927.The horizontal coordinates were established by classical geodetic methods
 FR0927.and adjusted by the National Geodetic Survey in August 1993..
 FR0927
 FR0927.The orthometric height was scaled from a topographic map.
 FR0927
 FR0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0927
 FR0927.The geoid height was determined by GEOID03.
 FR0927
 FR0927;                    North         East     Units Scale Factor Converg.
 FR0927;SPC AZ W     -   522,951.781   251,567.384   MT  0.99995132   +0 14 47.4
 FR0927;SPC AZ W     - 1,715,721.07    825,352.31   iFT  0.99995132   +0 14 47.4
 FR0927;SPC AZ C     -   523,770.026    85,684.863   MT  1.00010081   -0 49 25.7
 FR0927;SPC AZ C     - 1,718,405.60    281,118.32   iFT  1.00010081   -0 49 25.7
 FR0927;UTM  12      - 3,954,794.878   289,435.099   MT  1.00014639   -1 21 33.5
 FR0927
 FR0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0927!SPC AZ W     -   0.99975517  x   0.99995132  =   0.99970650
 FR0927!SPC AZ C     -   0.99975517  x   1.00010081  =   0.99985596
 FR0927!UTM  12      -   0.99975517  x   1.00014639  =   0.99990153
 FR0927
 FR0927:                Primary Azimuth Mark                     Grid Az
 FR0927:SPC AZ W     -  DIAMOND RIM                              276 25 55.7
 FR0927:SPC AZ C     -  DIAMOND RIM                              277 30 08.8
 FR0927:UTM  12      -  DIAMOND RIM                              278 02 16.6
 FR0927
 FR0927|---------------------------------------------------------------------|
 FR0927| PID    Reference Object                     Distance      Geod. Az  |
 FR0927|                                                           dddmmss.s |
 FR0927| FR0929 DIAMOND RIM                         APPROX. 1.8 KM 2764043.1 |
 FR0927|---------------------------------------------------------------------|
 FR0927
 FR0927                          SUPERSEDED SURVEY CONTROL
 FR0927
 FR0927  NAD 83(1986)-  35 42 52.65171(N)    113 19 39.84069(W) AD(       ) 3
 FR0927  NAD 27      -  35 42 52.69200(N)    113 19 37.08600(W) AD(       ) 3
 FR0927
 FR0927.Superseded values are not recommended for survey control.
 FR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0927.See file dsdata.txt to determine how the superseded data were derived.
 FR0927
 FR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8943554795(NAD 83)
 FR0927_MARKER: Z = SEE DESCRIPTION
 FR0927_SETTING: 0 = UNSPECIFIED SETTING
 FR0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0927
 FR0927  HISTORY     - Date     Condition        Report By
 FR0927  HISTORY     - 1936     MONUMENTED       CGS
 FR0927
 FR0927                          STATION DESCRIPTION
 FR0927
 FR0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FR0927'STATION IS ABOUT 1-1/2 MILES EAST OF STATION DIAMOND RIM
 FR0927'ON A RIM
 FR0927'
 FR0927'STATION DIAMOND RIM CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0927'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0927'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0927'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0927'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0927'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0927'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0927'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0927'VISIBLE, STATION DIAMOND RIM BEING TO THE EAST AND ON THE RIM.  CARE
 FR0927'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0927'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0927'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0927'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0927'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0927'TO STATION DIAMOND RIM.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0927'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0927'VISITED STATION DIAMOND RIM AT THE TIME IT WAS OCCUPIED.
 FR0927'
 FR0927'A 1-1/2-HOUR PACK
 FR0927'STATION DIAMOND RIM AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0927'STATION DIAMOND RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0407 ***********************************************************************
 FR0407  DESIGNATION -  DIAMOND RM 1
 FR0407  PID         -  FR0407
 FR0407  STATE/COUNTY-  AZ/MOHAVE
 FR0407  USGS QUAD   -  NELSON (1967)
 FR0407
 FR0407                         *CURRENT SURVEY CONTROL
 FR0407  ___________________________________________________________________
 FR0407* NAD 83(1986)-  35 37 21.     (N)    113 22 20.     (W)     SCALED    
 FR0407* NAVD 88     -      1618.649  (meters)    5310.52   (feet)  POSTED    
 FR0407  ___________________________________________________________________
 FR0407  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0407  DYNAMIC HT  -        1616.590 (meters)    5303.76  (feet)  COMP
 FR0407  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 FR0407
 FR0407  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0407
 FR0407.The horizontal coordinates were scaled from a topographic map and have
 FR0407.an estimated accuracy of +/- 6 seconds.
 FR0407
 FR0407.The orthometric height was determined by differential leveling
 FR0407.and adjusted by the National Geodetic Survey in 1992..
 FR0407.No vertical observational check was made to the station.
 FR0407.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0407.was located on a no-check spur therefore a value was not computed.
 FR0407
 FR0407.The geoid height was determined by GEOID03.
 FR0407
 FR0407.The dynamic height is computed by dividing the NAVD 88
 FR0407.geopotential number by the normal gravity value computed on the
 FR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0407.degrees latitude (g = 980.6199 gals.).
 FR0407
 FR0407.The modeled gravity was interpolated from observed gravity values.
 FR0407
 FR0407;                    North         East    Units  Estimated Accuracy
 FR0407;SPC AZ W     -   512,710.      247,580.      MT  (+/- 180 meters Scaled)
 FR0407
 FR0407                          SUPERSEDED SURVEY CONTROL
 FR0407
 FR0407  NGVD 29 (??/??/92) 1617.681  (m)         5307.34   (f) ADJ UNCH    2 0
 FR0407
 FR0407.Superseded values are not recommended for survey control.
 FR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0407.See file dsdata.txt to determine how the superseded data were derived.
 FR0407
 FR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE851446(NAD 83)
 FR0407_MARKER: DR = REFERENCE MARK DISK
 FR0407_SETTING: 80 = SET IN A BOULDER
 FR0407_SP_SET: BOULDER
 FR0407_STAMPING: DIAMOND NO 1 1934
 FR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0407+STABILITY: SURFACE MOTION
 FR0407
 FR0407  HISTORY     - Date     Condition        Report By
 FR0407  HISTORY     - 1934     MONUMENTED       CGS
 FR0407
 FR0407                          STATION DESCRIPTION
 FR0407
 FR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0407'4.0 MI E FROM PEACH SPRINGS.
 FR0407'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0407'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0407'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0407'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0407'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0407'CANYON, 30 FEET NORTH OF TRIANGULATION STATION DIAMOND, DESCRIBED
 FR0407'BELOW, IN THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0407'STANDARD REFERENCE MARK DISK, STAMPED DIAMOND NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0408 ***********************************************************************
 FR0408  DESIGNATION -  DIAMOND RM 2
 FR0408  PID         -  FR0408
 FR0408  STATE/COUNTY-  AZ/MOHAVE
 FR0408  USGS QUAD   -  NELSON (1967)
 FR0408
 FR0408                         *CURRENT SURVEY CONTROL
 FR0408  ___________________________________________________________________
 FR0408* NAD 83(1986)-  35 37 21.     (N)    113 22 21.     (W)     SCALED    
 FR0408* NAVD 88     -      1617.891  (meters)    5308.03   (feet)  POSTED    
 FR0408  ___________________________________________________________________
 FR0408  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0408  DYNAMIC HT  -        1615.830 (meters)    5301.27  (feet)  COMP
 FR0408  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 FR0408
 FR0408  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0408
 FR0408.The horizontal coordinates were scaled from a topographic map and have
 FR0408.an estimated accuracy of +/- 6 seconds.
 FR0408
 FR0408.The orthometric height was determined by differential leveling
 FR0408.and adjusted by the National Geodetic Survey in 1992..
 FR0408.No vertical observational check was made to the station.
 FR0408.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0408.was located on a no-check spur therefore a value was not computed.
 FR0408
 FR0408.The geoid height was determined by GEOID03.
 FR0408
 FR0408.The dynamic height is computed by dividing the NAVD 88
 FR0408.geopotential number by the normal gravity value computed on the
 FR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0408.degrees latitude (g = 980.6199 gals.).
 FR0408
 FR0408.The modeled gravity was interpolated from observed gravity values.
 FR0408
 FR0408;                    North         East    Units  Estimated Accuracy
 FR0408;SPC AZ W     -   512,710.      247,560.      MT  (+/- 180 meters Scaled)
 FR0408
 FR0408                          SUPERSEDED SURVEY CONTROL
 FR0408
 FR0408  NGVD 29 (??/??/92) 1616.923  (m)         5304.85   (f) ADJ UNCH    2 0
 FR0408
 FR0408.Superseded values are not recommended for survey control.
 FR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0408.See file dsdata.txt to determine how the superseded data were derived.
 FR0408
 FR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE851446(NAD 83)
 FR0408_MARKER: DR = REFERENCE MARK DISK
 FR0408_SETTING: 80 = SET IN A BOULDER
 FR0408_SP_SET: BOULDER
 FR0408_STAMPING: DIAMOND NO 2 1934
 FR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0408+STABILITY: SURFACE MOTION
 FR0408
 FR0408  HISTORY     - Date     Condition        Report By
 FR0408  HISTORY     - 1934     MONUMENTED       CGS
 FR0408
 FR0408                          STATION DESCRIPTION
 FR0408
 FR0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0408'4.0 MI E FROM PEACH SPRINGS.
 FR0408'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0408'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0408'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0408'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0408'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0408'CANYON, 40 FEET WEST OF TRIANGULATION STATION DIAMOND, DESCRIBED
 FR0408'BELOW, IN THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0408'STANDARD REFERENCE-MARK DISK, STAMPED DIAMOND NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1752 ***********************************************************************
 CZ1752  DESIGNATION -  DICK
 CZ1752  PID         -  CZ1752
 CZ1752  STATE/COUNTY-  AZ/GRAHAM
 CZ1752  USGS QUAD   -  TRIPP CANYON (1972)
 CZ1752
 CZ1752                         *CURRENT SURVEY CONTROL
 CZ1752  ___________________________________________________________________
 CZ1752* NAD 83(1992)-  32 47 13.58604(N)    110 03 57.92686(W)     ADJUSTED  
 CZ1752* NAVD 88     -      1904.9    (meters)    6250.     (feet)  VERTCON   
 CZ1752  ___________________________________________________________________
 CZ1752  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CZ1752  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CZ1752
 CZ1752  HORZ ORDER  -  FIRST
 CZ1752
 CZ1752.The horizontal coordinates were established by classical geodetic methods
 CZ1752.and adjusted by the National Geodetic Survey in August 1993..
 CZ1752
 CZ1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1752
 CZ1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1752
 CZ1752.The geoid height was determined by GEOID03.
 CZ1752
 CZ1752;                    North         East     Units Scale Factor Converg.
 CZ1752;SPC AZ E     -   198,148.027   222,780.706   MT  0.99990109   +0 03 16.1
 CZ1752;SPC AZ E     -   650,091.95    730,907.83   iFT  0.99990109   +0 03 16.1
 CZ1752;UTM  12      - 3,628,072.011   587,452.438   MT  0.99969430   +0 30 20.7
 CZ1752
 CZ1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1752!SPC AZ E     -   0.99970518  x   0.99990109  =   0.99960630
 CZ1752!UTM  12      -   0.99970518  x   0.99969430  =   0.99939957
 CZ1752
 CZ1752:                Primary Azimuth Mark                     Grid Az
 CZ1752:SPC AZ E     -  H 12 4304                                033 08 53.7
 CZ1752:UTM  12      -  H 12 4304                                032 41 49.1
 CZ1752
 CZ1752|---------------------------------------------------------------------|
 CZ1752| PID    Reference Object                     Distance      Geod. Az  |
 CZ1752|                                                           dddmmss.s |
 CZ1752| CC7252 H 12 4304                                          0331209.8 |
 CZ1752| CC7253 DICK RM 1                             6.072 METERS 05149     |
 CZ1752| CC7254 DICK RM 2                             5.681 METERS 14419     |
 CZ1752| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX. 6.1 KM 1545744.9 |
 CZ1752|---------------------------------------------------------------------|
 CZ1752
 CZ1752                          SUPERSEDED SURVEY CONTROL
 CZ1752
 CZ1752  NAD 83(1986)-  32 47 13.58243(N)    110 03 57.92658(W) AD(       ) 1
 CZ1752  NAD 27      -  32 47 13.33500(N)    110 03 55.63300(W) AD(       ) 1
 CZ1752  NGVD 29 (07/19/86) 1904.1    (m)         6247.     (f) VERT ANG       
 CZ1752
 CZ1752.Superseded values are not recommended for survey control.
 CZ1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1752.See file dsdata.txt to determine how the superseded data were derived.
 CZ1752
 CZ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8745228072(NAD 83)
 CZ1752_MARKER: DS = TRIANGULATION STATION DISK
 CZ1752_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1752_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1752
 CZ1752  HISTORY     - Date     Condition        Report By
 CZ1752  HISTORY     - 1946     MONUMENTED       CGS
 CZ1752  HISTORY     - 1972     GOOD             AZHD
 CZ1752
 CZ1752                          STATION DESCRIPTION
 CZ1752
 CZ1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1752'STATION IS ON THE HIGHEST PEAK W OF TRIPP CANYON, WHICH IS AT
 CZ1752'THE NW END OF THE GRAHAM MOUNTAIN RANGE IN THE CROOK NATIONAL
 CZ1752'FOREST, BY APPROXIMATE AIRLINE DISTANCES 16 MILES WSW OF PIMA,
 CZ1752'AND 16 MILES ESE OF KLONDYKE.
 CZ1752'
 CZ1752'TO REACH FROM THE FIRE DEPARTMENT IN PIMA, GO N, THEN W ON
 CZ1752'U.S. HIGHWAY 70 FOR 0.9 MILE TO A FORK.  HERE THE PAVED ROAD
 CZ1752'TURNS RIGHT.  TAKE THE LEFT FORK STRAIGHT AHEAD ACROSS THE
 CZ1752'RAILROAD TRACKS, A GRAVEL ROAD, FOR 0.75 MILE TO A CROSS ROAD.
 CZ1752'TURN LEFT AND GO 0.25 MILE TO FORK AND SIGN READING TRIPP
 CZ1752'CANYON CCC SIDE CAMP.  TURN RIGHT AS PER THE SIGN, AND CONTINUE
 CZ1752'ON THE MAIN ROAD 5.5 MILES TO A ROAD LEFT.  KEEP STRAIGHT AHEAD
 CZ1752'1.2 MILES TO ROAD RIGHT.  KEEP STRAIGHT AHEAD 1.1 MILES TO
 CZ1752'ANOTHER ROAD TO THE RIGHT.  AGAIN KEEP STRAIGHT AHEAD AND FOLLOW
 CZ1752'THE MAIN ROAD 0.8 MILE TO FORKS JUST BEYOND A CATTLE GUARD.
 CZ1752'TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD 6.2 MILES
 CZ1752'TO A CATTLE GUARD AT THE ENTRANCE TO THE NATIONAL FOREST.
 CZ1752'THE AZIMUTH MARK IS SET IN THE CONCRETE FOUNDATION ON THE LEFT
 CZ1752'SIDE OF THE CATTLE GUARD.  CONTINUE ALONG THE WINDING ROAD INTO
 CZ1752'THE FOREST FOR 3.7 MILES TO A ROCK SHELTER AND PICNIC
 CZ1752'GROUNDS ON THE RIGHT.  THE STATION IS ON THE HIGHEST POINT
 CZ1752'TO RIGHT OF ROAD WHICH WAS VISIBLE ALL THE WAY UP THE CANYON.
 CZ1752'FROM HERE, PACK ACROSS CANYON AND N UP SLOPE OF RIDGE TO THE
 CZ1752'HIGHEST POINT AND THE STATION.  A PACK OF 45 MINUTES.
 CZ1752'
 CZ1752'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DICK 1946,
 CZ1752'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1752'ABOUT 1/2 INCH ABOVE THE GROUND.  IT IS LOCATED 32 FEET NW OF
 CZ1752'THE HIGHEST POINT OF THE HILL.
 CZ1752'
 CZ1752'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DICK NO
 CZ1752'1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1752'PROJECTS ABOUT 26 INCHES ABOVE THE GROUND.  IT IS LOCATED NE OF
 CZ1752'THE STATION AND ABOUT 1 FOOT LOWER.
 CZ1752'
 CZ1752'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DICK NO
 CZ1752'2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1752'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED SE
 CZ1752'OF THE STATION AND ABOUT 1/2 FOOT HIGHER.
 CZ1752'
 CZ1752'THE AZIMUTH MARK IS A STANDARD TRIANGULATION AND BENCH-MARK
 CZ1752'DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED H 12 4304 1939,
 CZ1752'AND SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF CATTLE
 CZ1752'GUARD AT THE ENTRANCE TO THE CROOK NATIONAL FOREST.  IT IS 8
 CZ1752'FEET ESE OF THE CENTER OF THE CATTLE GUARD AND 3.4 FEET NNE OF
 CZ1752'A 4- BY 4-INCH WHITE WITNESS POST ATTACHED TO THE FENCE LINE.
 CZ1752'IT IS NNE OF THE STATION.
 CZ1752
 CZ1752                          STATION RECOVERY (1972)
 CZ1752
 CZ1752'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1752'GENERAL LOCATION SAME AS GIVEN.
 CZ1752'STATION MARK GOOD.
 CZ1752'
 CZ1752'REFERENCE MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1454 ***********************************************************************
 DU1454  DESIGNATION -  DIKE
 DU1454  PID         -  DU1454
 DU1454  STATE/COUNTY-  AZ/PINAL
 DU1454  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1454
 DU1454                         *CURRENT SURVEY CONTROL
 DU1454  ___________________________________________________________________
 DU1454* NAD 83(1992)-  33 22 43.41378(N)    111 34 12.83323(W)     ADJUSTED  
 DU1454* NAVD 88     -       480.041  (meters)    1574.93   (feet)  ADJUSTED  
 DU1454  ___________________________________________________________________
 DU1454  X           -  -1,960,211.844 (meters)                     COMP
 DU1454  Y           -  -4,958,455.182 (meters)                     COMP
 DU1454  Z           -   3,489,357.877 (meters)                     COMP
 DU1454  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DU1454  ELLIP HEIGHT-         450.49  (meters)          (06/11/02) GPS OBS
 DU1454  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1454  DYNAMIC HT  -         479.463 (meters)    1573.04  (feet)  COMP
 DU1454  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DU1454
 DU1454  HORZ ORDER  -  SECOND
 DU1454  VERT ORDER  -  FIRST     CLASS I
 DU1454  ELLP ORDER  -  FOURTH    CLASS II
 DU1454
 DU1454.The horizontal coordinates were established by classical geodetic methods
 DU1454.and adjusted by the National Geodetic Survey in August 1993..
 DU1454
 DU1454.The orthometric height was determined by differential leveling
 DU1454.and adjusted by the National Geodetic Survey in November 1993..
 DU1454.WARNING-GPS observations at this control monument resulted in a GPS
 DU1454.derived orthometric height which differed from the leveled height by
 DU1454.more than one decimeter (0.1 meter).
 DU1454
 DU1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1454
 DU1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1454
 DU1454.The ellipsoidal height was determined by GPS observations
 DU1454.and is referenced to NAD 83.
 DU1454
 DU1454.The geoid height was determined by GEOID03.
 DU1454
 DU1454.The dynamic height is computed by dividing the NAVD 88
 DU1454.geopotential number by the normal gravity value computed on the
 DU1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1454.degrees latitude (g = 980.6199 gals.).
 DU1454
 DU1454.The modeled gravity was interpolated from observed gravity values.
 DU1454
 DU1454;                    North         East     Units Scale Factor Converg.
 DU1454;SPC AZ C     -   263,804.641   245,593.313   MT  0.99991281   +0 11 26.2
 DU1454;SPC AZ C     -   865,500.79    805,752.34   iFT  0.99991281   +0 11 26.2
 DU1454;UTM  12      - 3,693,419.042   446,959.751   MT  0.99963468   -0 18 49.4
 DU1454
 DU1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1454!SPC AZ C     -   0.99992928  x   0.99991281  =   0.99984210
 DU1454!UTM  12      -   0.99992928  x   0.99963468  =   0.99956399
 DU1454
 DU1454|---------------------------------------------------------------------|
 DU1454| PID    Reference Object                     Distance      Geod. Az  |
 DU1454|                                                           dddmmss.s |
 DU1454| DU1455 DIKE RM 1                            12.302 METERS 09107     |
 DU1454| DU1453 DIKE RM 2                            12.562 METERS 26925     |
 DU1454| DU2109 DOUBLE 2                            APPROX. 8.8 KM 2980924.9 |
 DU1454|---------------------------------------------------------------------|
 DU1454
 DU1454                          SUPERSEDED SURVEY CONTROL
 DU1454
 DU1454  ELLIP H (08/23/93)  450.55   (m)                       GP(       ) 4 2
 DU1454  NAD 83(1986)-  33 22 43.41052(N)    111 34 12.83567(W) AD(       ) 2
 DU1454  NAD 27      -  33 22 43.23298(N)    111 34 10.35621(W) AD(       ) 2
 DU1454  NGVD 29 (??/??/92)  480.243  (m)         1575.60   (f) ADJ UNCH    1 1
 DU1454
 DU1454.Superseded values are not recommended for survey control.
 DU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1454.See file dsdata.txt to determine how the superseded data were derived.
 DU1454
 DU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4696093419(NAD 83)
 DU1454_MARKER: DD = SURVEY DISK
 DU1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1454_SP_SET: CONCRETE POST
 DU1454_STAMPING: DIKE P M GS
 DU1454_MARK LOGO: AZHD  
 DU1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1454+STABILITY: SURFACE MOTION
 DU1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1454+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DU1454
 DU1454  HISTORY     - Date     Condition        Report By
 DU1454  HISTORY     - 1974     MONUMENTED       AZDT
 DU1454  HISTORY     - 1975     GOOD             AZDT
 DU1454  HISTORY     - 1984     GOOD             AZDT
 DU1454  HISTORY     - 1986     GOOD             AZDT
 DU1454  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1454  HISTORY     - 20060625 GOOD             GEOCAC
 DU1454
 DU1454                          STATION DESCRIPTION
 DU1454
 DU1454'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1454'THE STATION IS LOCATED 2.7 MILES WEST SOUTHWEST OF APACHE JCT. AND
 DU1454'2.5 MILES SOUTH OF U.S. 60, 80 AND 89.
 DU1454'
 DU1454'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DIKE P AND M
 DU1454'GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1454'FLUSH WITH THE GROUND.  THE STATION IS 1.8 FEET NORTH OF FENCE AND
 DU1454'15 FEET SOUTH OF TRAIL.
 DU1454'
 DU1454'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED DIKE
 DU1454'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1454'PROJECTING 0.4 FEET.  THE MARK IS 1.2 FEET NORTH OF AN EAST-WEST
 DU1454'FENCE AND 15 FEET SOUTH OF A TRAIL.
 DU1454'
 DU1454'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1454'DIKE RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1454'MONUMENT PROJECTING 0.4 FEET.  THE MARK IS 1.2 FEET NORTH OF AN
 DU1454'EAST-WEST FENCE AND 15 FEET SOUTH OF A TRAIL.
 DU1454'
 DU1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1454'STATE ROUTE 88 IN APACHE JCT., PROCEED WEST ON 60, 80 AND 89 FOR
 DU1454'0.9 MILES TO IRONWOOD ST.  TURN LEFT (SOUTH) ON IRONWOOD ST. FOR
 DU1454'1.5 MILES TO SOUTHERN AVE., CONTINUE 1 MILE SOUTH TO TRAIL WEST
 DU1454'ON NORTH SIDE OF A FENCE, CONTINUE WEST 0.1 MILE ON TRAIL.  TAKE
 DU1454'THE RIGHT FORK AVOIDING DEEP DITCH ON FENCE LINE.  CONTINUE 0.3
 DU1454'MILES ON MAIN TRAIL TO THE STATION.
 DU1454'
 DU1454'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1454
 DU1454                          STATION RECOVERY (1975)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1454'6.8 MI SW FROM PALM SPRINGS.
 DU1454'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE WITH
 DU1454'IDAHO ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD RIGHT
 DU1454'PARALLEL TO AN EAST WEST FENCE.  RIGHT, AND WEST FOR 0.4 MILES AND TO
 DU1454'THE STATION.  2.5 FT. NORTH OF A P AND M SURVEY SIGN AND A FENCE.  15
 DU1454'FT. SOUTH OF A TRACK ROAD.  250 FT. EAST OF A LARGE DRAIN.
 DU1454'SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1454'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.2 FT.
 DU1454
 DU1454                          STATION RECOVERY (1984)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1454'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1454'INTERSECTION OF U.S. 60 (APACHE TRAIL) AND IRONWOOD ROAD, GO SOUTH
 DU1454'ON IRONWOOD ROAD FOR 4.03 KM.  (2.5 MI.) TO BASELINE ROAD (DIRT
 DU1454'ROAD), TURN RIGHT (WEST) AND GO 0.64 KM.(0.4 MI) TO THE STATION,
 DU1454'ALONG THE SOUTH SIDE OF BASELINE ROAD.
 DU1454
 DU1454                          STATION RECOVERY (1986)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1454'THE STATION WAS RECOVERED AT THIS DATE.
 DU1454'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1454'DESCRIPTION WAS NOT ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 DU1454'
 DU1454'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60,80,89
 DU1454'AND STATE ROUTE 88 IN APACHE JUNCTION, GO WEST ON U.S. HIGHWAY
 DU1454'60,80,89 FOR 1.46 KM (0.9 MI) TO IRONWOOD STREET, TURN LEFT AND GO
 DU1454'SOUTH ON IRONWOOD STREET FOR 2.43 KM (1.5 MI) TO SOUTHERN AVENUE
 DU1454'AND CONTINUE SOUTH FOR 1.62 KM (1.0 MI) TO A 2 LANE GRADED DIRT
 DU1454'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR
 DU1454'0.65 KM (0.4 MI) TO THE STATION ON THE LEFT (SOUTH) EDGE OF THE
 DU1454'ROAD.
 DU1454
 DU1454                          STATION RECOVERY (1999)
 DU1454
 DU1454'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1454'MARK NOT FOUND.
 DU1454
 DU1454                          STATION RECOVERY (2006)
 DU1454
 DU1454'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1454'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 DU1454'THE DESCRIPTION   BASELINE ROAD IS NOW PAVED, THE STATION IS 44 FEET
 DU1454'SOUTH OF THE CENTERLINE OF BASELINE ROAD, 99 FEET WEST FROM THE
 DU1454'CENTERLINE OF THE ENTRANCE TO LA CASA BLANCA, AND 1 FOOT WEST OF A
 DU1454'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0752 ***********************************************************************
 FQ0752  DESIGNATION -  DIKE
 FQ0752  PID         -  FQ0752
 FQ0752  STATE/COUNTY-  AZ/NAVAJO
 FQ0752  USGS QUAD   -  WINSLOW (1986)
 FQ0752
 FQ0752                         *CURRENT SURVEY CONTROL
 FQ0752  ___________________________________________________________________
 FQ0752* NAD 83(1992)-  35 00 33.83402(N)    110 42 12.42104(W)     ADJUSTED  
 FQ0752* NAVD 88     -      1498.9    (meters)    4918.     (feet)  GPS OBS   
 FQ0752  ___________________________________________________________________
 FQ0752  X           -  -1,849,334.536 (meters)                     COMP
 FQ0752  Y           -  -4,893,230.667 (meters)                     COMP
 FQ0752  Z           -   3,639,567.059 (meters)                     COMP
 FQ0752  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FQ0752  ELLIP HEIGHT-        1474.79  (meters)          (08/22/01) GPS OBS
 FQ0752  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0752
 FQ0752  HORZ ORDER  -  SECOND
 FQ0752  ELLP ORDER  -  FOURTH    CLASS I
 FQ0752
 FQ0752.The horizontal coordinates were established by classical geodetic methods
 FQ0752.and adjusted by the National Geodetic Survey in August 1993..
 FQ0752
 FQ0752.The orthometric height was determined by GPS observations and a
 FQ0752.high-resolution geoid model.
 FQ0752
 FQ0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0752
 FQ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0752
 FQ0752.The ellipsoidal height was determined by GPS observations
 FQ0752.and is referenced to NAD 83.
 FQ0752
 FQ0752.The geoid height was determined by GEOID03.
 FQ0752
 FQ0752;                    North         East     Units Scale Factor Converg.
 FQ0752;SPC AZ E     -   444,748.435   164,368.262   MT  0.99992957   -0 18 28.7
 FQ0752;SPC AZ E     - 1,459,148.41    539,265.95   iFT  0.99992957   -0 18 28.7
 FQ0752;UTM  12      - 3,874,125.478   527,057.599   MT  0.99960902   +0 10 12.5
 FQ0752
 FQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0752!SPC AZ E     -   0.99976856  x   0.99992957  =   0.99969815
 FQ0752!UTM  12      -   0.99976856  x   0.99960902  =   0.99937767
 FQ0752
 FQ0752|---------------------------------------------------------------------|
 FQ0752| PID    Reference Object                     Distance      Geod. Az  |
 FQ0752|                                                           dddmmss.s |
 FQ0752| CD3353 DIKE RM 1                            11.159 METERS 01015     |
 FQ0752| FQ0102 SHELL 2                             APPROX. 5.9 KM 0940204.8 |
 FQ0752| CD3354 DIKE RM 2                            10.416 METERS 18942     |
 FQ0752|---------------------------------------------------------------------|
 FQ0752
 FQ0752                          SUPERSEDED SURVEY CONTROL
 FQ0752
 FQ0752  ELLIP H (12/16/97) 1474.83   (m)                       GP(       ) 4 1
 FQ0752  NAD 83(1986)-  35 00 33.82866(N)    110 42 12.42403(W) AD(       ) 2
 FQ0752  NAD 27      -  35 00 33.75037(N)    110 42 09.94044(W) AD(       ) 2
 FQ0752  NGVD 29 (07/19/86) 1498.4    (m)         4916.     (f) VERT ANG       
 FQ0752
 FQ0752.Superseded values are not recommended for survey control.
 FQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0752.See file dsdata.txt to determine how the superseded data were derived.
 FQ0752
 FQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2705874125(NAD 83)
 FQ0752_MARKER: DD = SURVEY DISK
 FQ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0752_STAMPING: DIKE 1980
 FQ0752_MARK LOGO: AZDT  
 FQ0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0752+STABILITY: SURFACE MOTION
 FQ0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0752+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0752
 FQ0752  HISTORY     - Date     Condition        Report By
 FQ0752  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0752  HISTORY     - 19970528 GOOD             NGS
 FQ0752  HISTORY     - 20030730 GOOD             USPSQD
 FQ0752
 FQ0752                          STATION DESCRIPTION
 FQ0752
 FQ0752'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0752'THE STATION IS LOCATED 1 AIRLINE MILE SOUTHWEST OF WINSLOW AND ALONG
 FQ0752'SR 87.
 FQ0752'
 FQ0752'THE STATION MARK IS A STANDARD AZDT DISK SET IN A ROUND CONCRETE POST
 FQ0752'STAMPED---DIKE 1980---SET FLUSH IN THE GROUND.  A WITNESS POST AND
 FQ0752'SIGN ARE 4.3 FT SW.
 FQ0752'
 FQ0752'UNDERGROUND MARK IS A STANDARD AZDT DISK SET IN CONCRETE 35 INCHES
 FQ0752'BELOW THE STATION MARK AND STAMPED ---DIKE---.
 FQ0752'
 FQ0752'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE 36.6 FT
 FQ0752'ENE OF THE STATION MARK AND STAMPED---DIKE RM 1 1980---.
 FQ0752'
 FQ0752'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE 34.2 FT
 FQ0752'WSW OF THE STATION MARK AND STAMPED---DIKE RM 2 1980---.
 FQ0752'
 FQ0752'AZIMUTH MARK WAS NOT SET.  STATION SHELL 2 MAY BE USED AS AZ MK.
 FQ0752'
 FQ0752'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR
 FQ0752'1.05 MILES TO THE TOP OF A DIKE AND THE STATION ON THE RIGHT.  THE
 FQ0752'STATION IS 28 FT WEST OF THE CENTERLINE OF SR 87.  A DRIVE STATION.
 FQ0752
 FQ0752                          STATION RECOVERY (1997)
 FQ0752
 FQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .  THE
 FQ0752'STATION AND REFERENCE MARKS ARE RECOVERED IN GOOD CONDITION AS
 FQ0752'DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS LOCATED
 FQ0752'ABOUT 2 KM (1.25 MI) SOUTH FROM WINSLOW IN THE RIGHT OF WAY OF STATE
 FQ0752'HIGHWAY 87 AT MILEPOST 341.2.  TO REACH FROM THE POST OFFICE AT THE
 FQ0752'JUNCTION OF INTERSTATE 40 BUSINESS (US HIGHWAY 66, THIRD STREET) AND
 FQ0752'STATE HIGHWAY 87 (WILLIAMSON AVE) , GO SOUTH ON STATE HIGHWAY 87 FOR
 FQ0752'1.7 KM (1.05 MI) TO THE STATION ON RIGHT.  THE MARK IS A AZDT SURVEY
 FQ0752'DISK IN A 25 CM (10 IN) ROUND CONCRETE MONUMENT.  THE STATION IS
 FQ0752'LOCATED 0.3 KM (0.20 MI) NORTH FROM STATE HIGHWAY 99, 60 M (196.8 FT)
 FQ0752'NORTH FROM THE EAST STEEL GATEPOST ON THE DIKE WEST OF HIGHWAY 87, IN
 FQ0752'THE STEEP EMBANKMENT ON THE WEST SIDE OF THE HIGHWAY, 1.6 M (5.2 FT)
 FQ0752'WEST FROM THE CONCRETE CURB FACE, AND 1.4 M (4.6 FT) NORTHEAST FROM A
 FQ0752'METAL AZDT WITNESS POST.  THE STATION PROJECTS ABOUT 5 CM (2 IN) AND
 FQ0752'IS ABOUT 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY.
 FQ0752
 FQ0752                          STATION RECOVERY (2003)
 FQ0752
 FQ0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0752'RM1 AND RM2 ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1455 ***********************************************************************
 DU1455  DESIGNATION -  DIKE RM 1
 DU1455  PID         -  DU1455
 DU1455  STATE/COUNTY-  AZ/PINAL
 DU1455  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1455
 DU1455                         *CURRENT SURVEY CONTROL
 DU1455  ___________________________________________________________________
 DU1455* NAD 83(1986)-  33 22 36.     (N)    111 34 14.     (W)     SCALED    
 DU1455* NAVD 88     -       480.065  (meters)    1575.01   (feet)  ADJUSTED  
 DU1455  ___________________________________________________________________
 DU1455  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1455  DYNAMIC HT  -         479.489 (meters)    1573.12  (feet)  COMP
 DU1455  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 DU1455
 DU1455  VERT ORDER  -  FIRST     CLASS I
 DU1455
 DU1455.The horizontal coordinates were scaled from a topographic map and have
 DU1455.an estimated accuracy of +/- 6 seconds.
 DU1455
 DU1455.The orthometric height was determined by differential leveling
 DU1455.and adjusted by the National Geodetic Survey in November 1993..
 DU1455
 DU1455.The geoid height was determined by GEOID03.
 DU1455
 DU1455.The dynamic height is computed by dividing the NAVD 88
 DU1455.geopotential number by the normal gravity value computed on the
 DU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1455.degrees latitude (g = 980.6199 gals.).
 DU1455
 DU1455.The modeled gravity was interpolated from observed gravity values.
 DU1455
 DU1455;                    North         East    Units  Estimated Accuracy
 DU1455;SPC AZ C     -   263,580.      245,560.      MT  (+/- 180 meters Scaled)
 DU1455
 DU1455                          SUPERSEDED SURVEY CONTROL
 DU1455
 DU1455.No superseded survey control is available for this station.
 DU1455
 DU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469931(NAD 83)
 DU1455_MARKER: DD = SURVEY DISK
 DU1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1455_STAMPING: DIKE RM 1
 DU1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1455+STABILITY: SURFACE MOTION
 DU1455
 DU1455  HISTORY     - Date     Condition        Report By
 DU1455  HISTORY     - 1974     MONUMENTED       AZDT
 DU1455  HISTORY     - 1975     GOOD             AZDT
 DU1455  HISTORY     - 1975     GOOD             AZDT
 DU1455  HISTORY     - 1984     GOOD             AZDT
 DU1455  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1455  HISTORY     - 20060625 POOR             GEOCAC
 DU1455
 DU1455                          STATION DESCRIPTION
 DU1455
 DU1455'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1455'6.8 MI SW FROM PALM SPRINGS.
 DU1455'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1455'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD PARALLEL WITH
 DU1455'A FENCE TO THE RIGHT.  RIGHT, WEST FOR 0.4 MILES AND TO THE STATION.
 DU1455'ABOUT 42 FT. EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN. 15
 DU1455'FT. SOUTH OF A TRACK ROAD.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1455'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1455'POST, UP 0.3 FT.
 DU1455
 DU1455                          STATION RECOVERY (1975)
 DU1455
 DU1455'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1455'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1455'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD PARALLEL WITH
 DU1455'A FENCE TO THE RIGHT.  RIGHT, WEST FOR 0.4 MILES AND TO THE STATION.
 DU1455'ABOUT 42 FT. EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN. 15
 DU1455'FT. SOUTH OF A TRACK ROAD.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1455'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1455'POST, UP 0.3 FT.
 DU1455
 DU1455                          STATION RECOVERY (1984)
 DU1455
 DU1455'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1455'RECOVERED IN GOOD CONDITION.
 DU1455
 DU1455                          STATION RECOVERY (1999)
 DU1455
 DU1455'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1455'MARK NOT FOUND.
 DU1455
 DU1455                          STATION RECOVERY (2006)
 DU1455
 DU1455'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1455'RECOVERED IN POOR CONDITION   THE CONCRETE MONUMENT HAS BEEN KNOCKED
 DU1455'AT AN ANGLE BY A GRADER. HANDHELD COORDINATES ARE
 DU1455'33 22 43.50 (N)   111 34 12.42 (W) (NAD 83).
 DU1455' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1453 ***********************************************************************
 DU1453  DESIGNATION -  DIKE RM 2
 DU1453  PID         -  DU1453
 DU1453  STATE/COUNTY-  AZ/PINAL
 DU1453  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1453
 DU1453                         *CURRENT SURVEY CONTROL
 DU1453  ___________________________________________________________________
 DU1453* NAD 83(1986)-  33 22 36.     (N)    111 34 14.     (W)     SCALED    
 DU1453* NAVD 88     -       479.978  (meters)    1574.73   (feet)  ADJUSTED  
 DU1453  ___________________________________________________________________
 DU1453  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1453  DYNAMIC HT  -         479.402 (meters)    1572.84  (feet)  COMP
 DU1453  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 DU1453
 DU1453  VERT ORDER  -  FIRST     CLASS I
 DU1453
 DU1453.The horizontal coordinates were scaled from a topographic map and have
 DU1453.an estimated accuracy of +/- 6 seconds.
 DU1453
 DU1453.The orthometric height was determined by differential leveling
 DU1453.and adjusted by the National Geodetic Survey in November 1993..
 DU1453
 DU1453.The geoid height was determined by GEOID03.
 DU1453
 DU1453.The dynamic height is computed by dividing the NAVD 88
 DU1453.geopotential number by the normal gravity value computed on the
 DU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1453.degrees latitude (g = 980.6199 gals.).
 DU1453
 DU1453.The modeled gravity was interpolated from observed gravity values.
 DU1453
 DU1453;                    North         East    Units  Estimated Accuracy
 DU1453;SPC AZ C     -   263,580.      245,560.      MT  (+/- 180 meters Scaled)
 DU1453
 DU1453                          SUPERSEDED SURVEY CONTROL
 DU1453
 DU1453  NGVD 29 (??/??/92)  480.185  (m)         1575.41   (f) ADJ UNCH    1 1
 DU1453
 DU1453.Superseded values are not recommended for survey control.
 DU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1453.See file dsdata.txt to determine how the superseded data were derived.
 DU1453
 DU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469931(NAD 83)
 DU1453_MARKER: DD = SURVEY DISK
 DU1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1453_STAMPING: DIKE RM 2
 DU1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1453+STABILITY: SURFACE MOTION
 DU1453
 DU1453  HISTORY     - Date     Condition        Report By
 DU1453  HISTORY     - 1974     MONUMENTED       AZDT
 DU1453  HISTORY     - 1975     GOOD             AZDT
 DU1453  HISTORY     - 1975     GOOD             AZDT
 DU1453  HISTORY     - 1984     GOOD             AZDT
 DU1453  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1453  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU1453
 DU1453                          STATION DESCRIPTION
 DU1453
 DU1453'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1453'6.8 MI SW FROM PALM SPRINGS.
 DU1453'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1453'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES, AND TO A TRACK ROAD AND A
 DU1453'FENCE RIGHT AND WEST.  WEST ON THE TRACK ROAD FOR 0.4 MILES AND TO THE
 DU1453'STATION.  ABOUT 42 FT. WEST OF THE MAIN STATION AND A P AND M SURVEY
 DU1453'SIGN.  1.5 FT. NORTH THE FENCE LINE.  SUPERSTITION FREEWAY, SOUTH OF
 DU1453'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL
 DU1453'CONCRETE POST, UP 0.5 FT.
 DU1453
 DU1453                          STATION RECOVERY (1975)
 DU1453
 DU1453'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1453'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1453'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES, AND TO A TRACK ROAD AND A
 DU1453'FENCE RIGHT AND WEST.  WEST ON THE TRACK ROAD FOR 0.4 MILES AND TO THE
 DU1453'STATION.  ABOUT 42 FT. WEST OF THE MAIN STATION AND A P AND M SURVEY
 DU1453'SIGN.  1.5 FT. NORTH THE FENCE LINE.  SUPERSTITION FREEWAY, SOUTH OF
 DU1453'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL
 DU1453'CONCRETE POST, UP 0.5 FT.
 DU1453
 DU1453                          STATION RECOVERY (1984)
 DU1453
 DU1453'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1453'RECOVERED IN GOOD CONDITION.
 DU1453
 DU1453                          STATION RECOVERY (1999)
 DU1453
 DU1453'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1453'MARK NOT FOUND.
 DU1453
 DU1453                          STATION RECOVERY (2006)
 DU1453
 DU1453'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1453'THE AREA OF THE ROAD WAS GRADED WITHIN 1 FOOT OF THE FENCE AND MAY
 DU1453'HAVE PULLED OUT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0899 ***********************************************************************
 FQ0899  DESIGNATION -  DILKON
 FQ0899  PID         -  FQ0899
 FQ0899  STATE/COUNTY-  AZ/NAVAJO
 FQ0899  USGS QUAD   -  SHONTO BUTTE (1967)
 FQ0899
 FQ0899                         *CURRENT SURVEY CONTROL
 FQ0899  ___________________________________________________________________
 FQ0899* NAD 83(1992)-  35 25 19.46015(N)    110 23 56.66173(W)     ADJUSTED  
 FQ0899* NAVD 88     -      2047.2    (meters)    6717.     (feet)  VERTCON   
 FQ0899  ___________________________________________________________________
 FQ0899  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 FQ0899  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0899
 FQ0899  HORZ ORDER  -  THIRD
 FQ0899
 FQ0899.The horizontal coordinates were established by classical geodetic methods
 FQ0899.and adjusted by the National Geodetic Survey in August 1993..
 FQ0899
 FQ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0899
 FQ0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0899
 FQ0899.The geoid height was determined by GEOID03.
 FQ0899
 FQ0899;                    North         East     Units Scale Factor Converg.
 FQ0899;SPC AZ E     -   490,420.915   192,255.687   MT  0.99990549   -0 08 04.9
 FQ0899;SPC AZ E     - 1,608,992.50    630,760.13   iFT  0.99990549   -0 08 04.9
 FQ0899;UTM  12      - 3,920,016.721   554,552.878   MT  0.99963667   +0 20 53.9
 FQ0899
 FQ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0899!SPC AZ E     -   0.99968237  x   0.99990549  =   0.99958789
 FQ0899!UTM  12      -   0.99968237  x   0.99963667  =   0.99931916
 FQ0899
 FQ0899|---------------------------------------------------------------------|
 FQ0899| PID    Reference Object                     Distance      Geod. Az  |
 FQ0899|                                                           dddmmss.s |
 FQ0899| CR9962 DILKON RM 1                          23.345 METERS 03158     |
 FQ0899| FQ0921 TEES TO                             APPROX.12.0 KM 0381328.1 |
 FQ0899| CR9963 DILKON RM 2                           8.019 METERS 14839     |
 FQ0899|---------------------------------------------------------------------|
 FQ0899
 FQ0899                          SUPERSEDED SURVEY CONTROL
 FQ0899
 FQ0899  NAD 83(1986)-  35 25 19.45795(N)    110 23 56.66434(W) AD(       ) 3
 FQ0899  NGVD 29 (02/23/90) 2046.3    (m)         6714.     (f) VERT ANG       
 FQ0899
 FQ0899.Superseded values are not recommended for survey control.
 FQ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0899.See file dsdata.txt to determine how the superseded data were derived.
 FQ0899
 FQ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5455320017(NAD 83)
 FQ0899_MARKER: DS = TRIANGULATION STATION DISK
 FQ0899_SETTING: 80 = SET IN A BOULDER
 FQ0899_SP_SET: PARTIALLY EXPOSED BOULDER
 FQ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0899+STABILITY: SURFACE MOTION
 FQ0899
 FQ0899  HISTORY     - Date     Condition        Report By
 FQ0899  HISTORY     - 1966     MONUMENTED       USGS
 FQ0899
 FQ0899                          STATION DESCRIPTION
 FQ0899
 FQ0899'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0899'LOCATED ABOUT 32 MI NE. OF WINSLOW, ABOUT 5 MI NW. OF DILKON
 FQ0899'TRADING POST.  ON HIGHEST PART OF WEST END OF LARGE FLAT MESA.
 FQ0899'
 FQ0899'STATION REACHED BY HELICOPTER.
 FQ0899'
 FQ0899'STATION MARK--STANDARD TABLET STAMPED---DILKON 1966---, CEMENTED IN
 FQ0899'DRILL HOLE ON TOP OF EXPOSED BOULDER.
 FQ0899'
 FQ0899'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0899'HOLE ON TOP OF BOULDER.
 FQ0899'
 FQ0899'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0899'HOLE ON TOP OF BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1568 ***********************************************************************
 DA1568  DESIGNATION -  DIM
 DA1568  PID         -  DA1568
 DA1568  STATE/COUNTY-  AZ/MARICOPA
 DA1568  USGS QUAD   -  DEADMAN GAP (1986)
 DA1568
 DA1568                         *CURRENT SURVEY CONTROL
 DA1568  ___________________________________________________________________
 DA1568* NAD 83(1992)-  32 32 21.59894(N)    112 45 47.38715(W)     ADJUSTED  
 DA1568* NAVD 88     -       459.4    (meters)    1507.     (feet)  VERTCON   
 DA1568  ___________________________________________________________________
 DA1568  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DA1568  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA1568
 DA1568  HORZ ORDER  -  SECOND
 DA1568
 DA1568.The horizontal coordinates were established by classical geodetic methods
 DA1568.and adjusted by the National Geodetic Survey in August 1993..
 DA1568
 DA1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1568
 DA1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1568
 DA1568.The geoid height was determined by GEOID03.
 DA1568
 DA1568;                    North         East     Units Scale Factor Converg.
 DA1568;SPC AZ C     -   170,984.449   133,850.375   MT  0.99997793   -0 27 19.2
 DA1568;SPC AZ C     -   560,972.60    439,141.65   iFT  0.99997793   -0 27 19.2
 DA1568;UTM  12      - 3,601,589.768   334,430.955   MT  0.99993804   -0 56 54.9
 DA1568
 DA1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1568!SPC AZ C     -   0.99993280  x   0.99997793  =   0.99991074
 DA1568!UTM  12      -   0.99993280  x   0.99993804  =   0.99987085
 DA1568
 DA1568|---------------------------------------------------------------------|
 DA1568| PID    Reference Object                     Distance      Geod. Az  |
 DA1568|                                                           dddmmss.s |
 DA1568| CH5072 DIM RM 1                             10.304 METERS 00915     |
 DA1568| CH5071 DIM AZ MK                                          0222434.5 |
 DA1568| CH5073 DIM RM 2                             11.164 METERS 14103     |
 DA1568| DA1297 PAPAGO                              APPROX. 8.2 KM 1645002.9 |
 DA1568|---------------------------------------------------------------------|
 DA1568
 DA1568                          SUPERSEDED SURVEY CONTROL
 DA1568
 DA1568  NAD 83(1986)-  32 32 21.58436(N)    112 45 47.39160(W) AD(       ) 2
 DA1568  NAD 27      -  32 32 21.38400(N)    112 45 44.84500(W) AD(       ) 2
 DA1568  NGVD 29 (06/20/88)  458.7    (m)         1505.     (f) VERT ANG       
 DA1568
 DA1568.Superseded values are not recommended for survey control.
 DA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1568.See file dsdata.txt to determine how the superseded data were derived.
 DA1568
 DA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3443101590(NAD 83)
 DA1568_MARKER: DS = TRIANGULATION STATION DISK
 DA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1568
 DA1568  HISTORY     - Date     Condition        Report By
 DA1568  HISTORY     - 1936     MONUMENTED       CGS
 DA1568  HISTORY     - 1948     GOOD             USGS
 DA1568
 DA1568                          STATION DESCRIPTION
 DA1568
 DA1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1568'ON THE WEST BOUNDARY LINE AND ON THE FLAT DESERT ABOUT 7 MILES
 DA1568'SOUTHERLY FROM HAT MOUNTAIN, AND ABOUT 14 MILES NORTH-NORTHEAST
 DA1568'FROM AJO.  MARKED BY STANDARD BRONZE DISKS.
 DA1568'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1568'REFERENCE DISK, IS 10.304 METERS (33.81 FEET) FROM
 DA1568'STATION N 09 DEG 15 MIN E.  REFERENCE MARK NO. 2, A
 DA1568'STANDARD BRONZE REFERENCE DISK, IS 11.164 METERS
 DA1568'(36.63 FEET) FROM STATION S 38 DEG 57 MIN E.  THE
 DA1568'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 0.15 MILE
 DA1568'FROM STATION N 22 DEG 24 MIN E.
 DA1568
 DA1568                          STATION RECOVERY (1948)
 DA1568
 DA1568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1568'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  TO REACH
 DA1568'FOLLOWS.
 DA1568'
 DA1568'TO REACH FROM GILA BEND ON AJO HWY., GO 27.1 MI S.  GO 1.5 MI E.
 DA1568'ON DIRT RD.  THENCE 1.8 MI S.  CROSS TC+G RR. 1.5 MI E. TO RD.
 DA1568'FORKS.  TAKE RIGHT FORK 4.2 MI E. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0248 ***********************************************************************
 GO0248  DESIGNATION -  DINNE
 GO0248  PID         -  GO0248
 GO0248  STATE/COUNTY-  AZ/APACHE
 GO0248  USGS QUAD   -  TOH ATIN MESA WEST (1982)
 GO0248
 GO0248                         *CURRENT SURVEY CONTROL
 GO0248  ___________________________________________________________________
 GO0248* NAD 83(1992)-  36 55 01.17134(N)    109 26 39.50030(W)     ADJUSTED  
 GO0248* NAVD 88     -      1981.0    (meters)    6499.     (feet)  VERTCON   
 GO0248  ___________________________________________________________________
 GO0248  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 GO0248  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GO0248
 GO0248  HORZ ORDER  -  THIRD
 GO0248
 GO0248.The horizontal coordinates were established by classical geodetic methods
 GO0248.and adjusted by the National Geodetic Survey in November 1997..
 GO0248
 GO0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0248
 GO0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0248
 GO0248.The geoid height was determined by GEOID03.
 GO0248
 GO0248;                    North         East     Units Scale Factor Converg.
 GO0248;SPC AZ E     -   656,502.766   277,722.433   MT  0.99995102   +0 26 02.1
 GO0248;SPC AZ E     - 2,153,880.47    911,162.84   iFT  0.99995102   +0 26 02.1
 GO0248;UTM  12      - 4,086,794.262   638,574.675   MT  0.99983657   +0 56 04.5
 GO0248
 GO0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0248!SPC AZ E     -   0.99969245  x   0.99995102  =   0.99964349
 GO0248!UTM  12      -   0.99969245  x   0.99983657  =   0.99952907
 GO0248
 GO0248:                Primary Azimuth Mark                     Grid Az
 GO0248:SPC AZ E     -  WALKER RESET                             193 34 05.1
 GO0248:UTM  12      -  WALKER RESET                             193 04 02.7
 GO0248
 GO0248|---------------------------------------------------------------------|
 GO0248| PID    Reference Object                     Distance      Geod. Az  |
 GO0248|                                                           dddmmss.s |
 GO0248| GO0280 WALKER RESET                        APPROX.16.8 KM 1940007.2 |
 GO0248|---------------------------------------------------------------------|
 GO0248
 GO0248                          SUPERSEDED SURVEY CONTROL
 GO0248
 GO0248  NAD 83(1992)-  36 55 01.17124(N)    109 26 39.50370(W) AD(       ) 3
 GO0248  NAD 83(1992)-  36 55 01.16972(N)    109 26 39.50435(W) AD(       ) 3
 GO0248  NAD 83(1986)-  36 55 01.16820(N)    109 26 39.50389(W) AD(       ) 3
 GO0248  NGVD 29 (08/22/88) 1980.0    (m)         6496.     (f) VERT ANG       
 GO0248
 GO0248.Superseded values are not recommended for survey control.
 GO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0248.See file dsdata.txt to determine how the superseded data were derived.
 GO0248
 GO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3857586794(NAD 83)
 GO0248_MARKER: DS = TRIANGULATION STATION DISK
 GO0248_SETTING: 80 = SET IN A BOULDER
 GO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0248+STABILITY: SURFACE MOTION
 GO0248
 GO0248  HISTORY     - Date     Condition        Report By
 GO0248  HISTORY     - 1949     MONUMENTED       USGS
 GO0248  HISTORY     - 1968     GOOD             USGS
 GO0248
 GO0248                          STATION DESCRIPTION
 GO0248
 GO0248'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0248'LOCATED ABOUT 7 MI SW. OF RED MESA TRADING POST.  6 MI N. OF
 GO0248'SWEETWATER TRADING POST.  ON NORTHWEST END OF BROKEN PROMINENT
 GO0248'RIDGE.
 GO0248'
 GO0248'TO REACH FROM TES NOS PAS, TURN RIGHT 21 MI NW. TOWARDS MEXICAN
 GO0248'WATER.  TURN LEFT 0.2 MI S. TO WATERING TANK, CONTINUE 2.3 MI S.
 GO0248'ALONG ERODED RD. TO RD. FORKS.  TURN LEFT 0.4 MI SW. TO RD. FORKS
 GO0248'(HOGAN 15 FT TO W.).  CROSS SMALL DRAW AND UP STEEP GRADE 0.5 MI
 GO0248'SW. TO DIM FORKS.  TURN RIGHT 1.4 MI SW. UP ERODED MINING RD. TO
 GO0248'END OF RD.  CLIMB 0.2 MI W. UP DRAW TO TOP, THEN ALONG RIM 0.3 MI
 GO0248'NW. TO NORTHWEST END OF RIDGE AND STATION.
 GO0248'
 GO0248'STATION MARK--STANDARD TABLET STAMPED---DINNE 1949---, CEMENTED IN
 GO0248'ROCK.
 GO0248'
 GO0248'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK, 1 FT
 GO0248'LOWER THAN STATION MARK.
 GO0248'
 GO0248'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK.
 GO0248
 GO0248                          STATION RECOVERY (1968)
 GO0248
 GO0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0248'RECOVERED AS DESCRIBED BY USGS IN 1949.  STATION REACHED BY
 GO0248'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0834 ***********************************************************************
 FQ0834  DESIGNATION -  DINNE
 FQ0834  PID         -  FQ0834
 FQ0834  STATE/COUNTY-  AZ/COCONINO
 FQ0834  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0834
 FQ0834                         *CURRENT SURVEY CONTROL
 FQ0834  ___________________________________________________________________
 FQ0834* NAD 83(1986)-  35 34 14.     (N)    111 06 30.     (W)     SCALED    
 FQ0834* NAVD 88     -      1509.506  (meters)    4952.44   (feet)  POSTED    
 FQ0834  ___________________________________________________________________
 FQ0834  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0834  DYNAMIC HT  -        1507.570 (meters)    4946.09  (feet)  COMP
 FQ0834  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 FQ0834
 FQ0834  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0834
 FQ0834.The horizontal coordinates were scaled from a topographic map and have
 FQ0834.an estimated accuracy of +/- 6 seconds.
 FQ0834
 FQ0834.The orthometric height was determined by differential leveling
 FQ0834.and adjusted by the National Geodetic Survey in 1992..
 FQ0834.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0834.rate of 0.0 thru 1.0 mm/km.
 FQ0834
 FQ0834.The geoid height was determined by GEOID03.
 FQ0834
 FQ0834.The dynamic height is computed by dividing the NAVD 88
 FQ0834.geopotential number by the normal gravity value computed on the
 FQ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0834.degrees latitude (g = 980.6199 gals.).
 FQ0834
 FQ0834.The modeled gravity was interpolated from observed gravity values.
 FQ0834
 FQ0834;                    North         East    Units  Estimated Accuracy
 FQ0834;SPC AZ C     -   507,170.      286,630.      MT  (+/- 180 meters Scaled)
 FQ0834
 FQ0834                          SUPERSEDED SURVEY CONTROL
 FQ0834
 FQ0834.No superseded survey control is available for this station.
 FQ0834
 FQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE901363(NAD 83)
 FQ0834_MARKER: DS = TRIANGULATION STATION DISK
 FQ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0834_SP_SET: SQUARE CONCRETE MONUMENT
 FQ0834_STAMPING: DINNE 1955
 FQ0834_MARK LOGO: USGS  
 FQ0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0834+STABILITY: SURFACE MOTION
 FQ0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0834+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1968
 FQ0834
 FQ0834  HISTORY     - Date     Condition        Report By
 FQ0834  HISTORY     - 1955     MONUMENTED       USGS
 FQ0834  HISTORY     - 19680530 GOOD             USGS
 FQ0834
 FQ0834                          STATION DESCRIPTION
 FQ0834
 FQ0834'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0834'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0834'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0834'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0834'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0834'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0834'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 0.2
 FQ0834'MILES SOUTHWEST ALONG A DIRT ROAD, 20 FEET SOUTH OF THE CENTER OF THE
 FQ0834'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1076 ***********************************************************************
 CZ1076  DESIGNATION -  DIP
 CZ1076  PID         -  CZ1076
 CZ1076  STATE/COUNTY-  AZ/PINAL
 CZ1076  USGS QUAD   -  ELOY NORTH (1992)
 CZ1076
 CZ1076                         *CURRENT SURVEY CONTROL
 CZ1076  ___________________________________________________________________
 CZ1076* NAD 83(1992)-  32 50 08.72158(N)    111 30 56.01811(W)     ADJUSTED  
 CZ1076* NAVD 88     -       459.91   (+/-2cm)    1508.9    (feet)  VERTCON   
 CZ1076  ___________________________________________________________________
 CZ1076  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CZ1076  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ1076
 CZ1076  HORZ ORDER  -  SECOND
 CZ1076  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1076
 CZ1076.The horizontal coordinates were established by classical geodetic methods
 CZ1076.and adjusted by the National Geodetic Survey in August 1993..
 CZ1076
 CZ1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1076.The vertical order pertains to the NGVD 29 superseded value.
 CZ1076
 CZ1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1076
 CZ1076.The geoid height was determined by GEOID03.
 CZ1076
 CZ1076;                    North         East     Units Scale Factor Converg.
 CZ1076;SPC AZ C     -   203,609.482   250,910.322   MT  0.99991738   +0 13 03.0
 CZ1076;SPC AZ C     -   668,010.11    823,196.59   iFT  0.99991738   +0 13 03.0
 CZ1076;UTM  12      - 3,633,196.791   451,749.172   MT  0.99962871   -0 16 46.4
 CZ1076
 CZ1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1076!SPC AZ C     -   0.99993249  x   0.99991738  =   0.99984988
 CZ1076!UTM  12      -   0.99993249  x   0.99962871  =   0.99956123
 CZ1076
 CZ1076|---------------------------------------------------------------------|
 CZ1076| PID    Reference Object                     Distance      Geod. Az  |
 CZ1076|                                                           dddmmss.s |
 CZ1076| CH5075 DIP RM 3 AZIMUTH                                   00359     |
 CZ1076| CH5074 DIP RM 1                             15.401 METERS 19430     |
 CZ1076| CZ1075 DIP RM 2                             20.893 METERS 27701     |
 CZ1076|---------------------------------------------------------------------|
 CZ1076
 CZ1076                          SUPERSEDED SURVEY CONTROL
 CZ1076
 CZ1076  NAD 83(1986)-  32 50 08.71504(N)    111 30 56.01984(W) AD(       ) 2
 CZ1076  NAD 27      -  32 50 08.49000(N)    111 30 53.58400(W) AD(       ) 2
 CZ1076  NGVD 29 (??/??/92)  459.404  (m)         1507.23   (f) ADJ UNCH    1 2
 CZ1076
 CZ1076.Superseded values are not recommended for survey control.
 CZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1076.See file dsdata.txt to determine how the superseded data were derived.
 CZ1076
 CZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5174933197(NAD 83)
 CZ1076_MARKER: DS = TRIANGULATION STATION DISK
 CZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1076_STAMPING: DIP 1935
 CZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1076+STABILITY: SURFACE MOTION
 CZ1076
 CZ1076  HISTORY     - Date     Condition        Report By
 CZ1076  HISTORY     - 1935     MONUMENTED       CGS
 CZ1076  HISTORY     - 1949     GOOD             NGS
 CZ1076  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1076  HISTORY     - 1965     MARK NOT FOUND   USGS
 CZ1076  HISTORY     - 1968     MARK NOT FOUND   NGS
 CZ1076
 CZ1076                          STATION DESCRIPTION
 CZ1076
 CZ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1076'ON THE WEST SIDE OF STATE HIGHWAY NO. 87, 5-1/2 MILES SOUTH
 CZ1076'OF RANDOLPH, AND 9-1/2 MILES SOUTH OF COOLIDGE.  STATION IS
 CZ1076'50 FEET FROM ROAD AND 30 FEET SOUTH OF A SMALL LEVEE.  MARKED
 CZ1076'BY STANDARD BRONZE DISKS.
 CZ1076'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1076'IS 15.401 METERS (50.53 FEET) FROM STATION
 CZ1076'S 14 DEG 30 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1076'REFERENCE DISK IS 20.893 METERS (68.55 FEET) FROM
 CZ1076'STATION N 82 DEG 59 MIN W.  AZIMUTH MARK (REFERENCE
 CZ1076'MARK NO. 3, A STANDARD BRONZE DISK IS ONE-FOURTH
 CZ1076'MILE FROM STATION N 03 DEG 59 MIN E.
 CZ1076
 CZ1076                          STATION RECOVERY (1949)
 CZ1076
 CZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CZ1076'8.1 MI N FROM PICACHO.
 CZ1076'7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1076'STATION AT PICACHO, THENCE 0.4 MILE NORTHWEST OF MILEPOST 972.  5 1/2
 CZ1076'MILES SOUTH OF RANDOLPH, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ1076'CROSSROAD INTERSECTION OF STATE HIGHWAY 87 AND E. CORNMAN ROAD, 72
 CZ1076'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE
 CZ1076'CENTER LINE OF THE E. CORNMAN ROAD, ABOUT LEVEL WITH THE SURFACE OF
 CZ1076'THE HIGHWAY, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  SET IN
 CZ1076'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CZ1076
 CZ1076                          STATION RECOVERY (1963)
 CZ1076
 CZ1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1076'THIS MARK WAS LOOKED FOR AND NOT FOUND.  THERE IS NO DOUBT THAT
 CZ1076'IT WAS DESTROYED BY ROAD CONSTRUCTION.
 CZ1076
 CZ1076                          STATION RECOVERY (1965)
 CZ1076
 CZ1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1076'R.M. 2 WAS FOUND PULLED OUT OF GROUND BY FARMING MACHINERY.
 CZ1076
 CZ1076                          STATION RECOVERY (1968)
 CZ1076
 CZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0864 ***********************************************************************
 DV0864  DESIGNATION -  DISH
 DV0864  PID         -  DV0864
 DV0864  STATE/COUNTY-  AZ/MARICOPA
 DV0864  USGS QUAD   -  WINTERSBURG (1984)
 DV0864
 DV0864                         *CURRENT SURVEY CONTROL
 DV0864  ___________________________________________________________________
 DV0864* NAD 83(1992)-  33 27 57.02181(N)    112 49 28.56826(W)     ADJUSTED  
 DV0864* NAVD 88     -       331.97   (+/-2cm)    1089.1    (feet)  VERTCON   
 DV0864  ___________________________________________________________________
 DV0864  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DV0864  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV0864
 DV0864  HORZ ORDER  -  SECOND
 DV0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0864
 DV0864.The horizontal coordinates were established by classical geodetic methods
 DV0864.and adjusted by the National Geodetic Survey in August 1993..
 DV0864
 DV0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0864.The vertical order pertains to the NGVD 29 superseded value.
 DV0864
 DV0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0864
 DV0864.The geoid height was determined by GEOID03.
 DV0864
 DV0864;                    North         East     Units Scale Factor Converg.
 DV0864;SPC AZ C     -   273,780.726   128,966.233   MT  0.99998778   -0 30 02.5
 DV0864;SPC AZ C     -   898,230.73    423,117.56   iFT  0.99998778   -0 30 02.5
 DV0864;UTM  12      - 3,704,420.955   330,443.273   MT  0.99995445   -1 00 23.0
 DV0864
 DV0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0864!SPC AZ C     -   0.99995273  x   0.99998778  =   0.99994051
 DV0864!UTM  12      -   0.99995273  x   0.99995445  =   0.99990718
 DV0864
 DV0864|---------------------------------------------------------------------|
 DV0864| PID    Reference Object                     Distance      Geod. Az  |
 DV0864|                                                           dddmmss.s |
 DV0864| DV0863 DISH RM 1                            21.531 METERS 04510     |
 DV0864| DV2137 LOS ANGELES PHOENIX AWY BCN 33      APPROX.20.9 KM 0945039.4 |
 DV0864| DV0865 DISH RM 2                            22.180 METERS 15508     |
 DV0864| CH5076 T2N R6W SECS 25 26 35 36                           3315949.8 |
 DV0864|---------------------------------------------------------------------|
 DV0864
 DV0864                          SUPERSEDED SURVEY CONTROL
 DV0864
 DV0864  NAD 83(1986)-  33 27 57.01507(N)    112 49 28.57365(W) AD(       ) 2
 DV0864  NAD 27      -  33 27 56.87320(N)    112 49 25.94490(W) AD(       ) 2
 DV0864  NGVD 29 (??/??/92)  331.345  (m)         1087.09   (f) ADJ UNCH    2 0
 DV0864
 DV0864.Superseded values are not recommended for survey control.
 DV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0864.See file dsdata.txt to determine how the superseded data were derived.
 DV0864
 DV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3044304421(NAD 83)
 DV0864_MARKER: DE = TRAVERSE STATION DISK
 DV0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0864_STAMPING: DISH 1962
 DV0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0864+STABILITY: SURFACE MOTION
 DV0864
 DV0864  HISTORY     - Date     Condition        Report By
 DV0864  HISTORY     - 1962     MONUMENTED       CGS
 DV0864  HISTORY     - 1962     GOOD             CGS
 DV0864
 DV0864                          STATION DESCRIPTION
 DV0864
 DV0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0864'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF TONOPAH,
 DV0864'ABOUT 4 MILES NORTH OF WINTERSBURG AND ABOUT 1 MILE NORTH OF
 DV0864'VOR, BXK.
 DV0864'
 DV0864'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST
 DV0864'FOR 0.15 MILE TO A SIDE ROAD RIGHT, CONTINUE EAST ON THE
 DV0864'MAIN GRAVEL ROAD FOR 6.0 MILES TO A DIM SIDE ROAD RIGHT, TURN
 DV0864'RIGHT, GO SOUTH ON A DIM TRACK ROAD FOR 1.0 MILE TO FENCE
 DV0864'CORNER AND AZIMUTH MARK (GLO) ON LEFT, CONTINUE SOUTH ON DIM
 DV0864'TRACK ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 DV0864'GO EAST ON TRACK ROAD FOR 0.5 MILE TO A T ROAD, TURN LEFT,
 DV0864'GO NORTH ON A DIM TRACK ROAD FOR 0.1 MILE TO THE STATION
 DV0864'ON THE LEFT.
 DV0864'
 DV0864'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF ROUND
 DV0864'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0864'DISH 1962.  THE MARK IS 70 FEET WEST OF CENTER OF TRACK ROAD
 DV0864'AND 3.7 FEET SOUTHWEST OF A WITNESS POST.
 DV0864'
 DV0864'R.M. 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 DV0864'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED DISH
 DV0864'NO 1 1962.  THE MARK IS 62.1 FEET NORTHEAST OF WITNESS POST
 DV0864'AND 18 FEET WEST OF CENTER OF TRACK ROAD.
 DV0864'
 DV0864'R.M. 2, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND CONCRETE
 DV0864'POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED DISH NO
 DV0864'2 1962.  THE MARK IS 73.1 FEET SOUTHEAST OF WITNESS POST
 DV0864'AND 45 FEET WEST OF CENTER OF TRACK ROAD.
 DV0864'
 DV0864'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY MARK, IS A 1-1/2
 DV0864'INCH PIPE WITH A CAP ON TOP, PROJECTS ABOUT 8 INCHES AND IS
 DV0864'STAMPED T2W, R6W, S26, S25, S35, S36, 1914.  THE MARK IS 33 FEET
 DV0864'SOUTHWEST OF POWER POLE, 14 FEET EAST OF CENTER OF TRACK ROAD,
 DV0864'2 FEET EAST OF FENCE CORNER AND 1.9 FEET NORTHEAST OF WITNESS
 DV0864'POST.
 DV0864'
 DV0864'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV0864
 DV0864                          STATION RECOVERY (1962)
 DV0864
 DV0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0864'8.75 MI SE FROM TONOPAH.
 DV0864'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0864'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0864'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0864'ALONG A TRACK ROAD, 66 FEET WEST OF THE CENTER OF THE TRACK ROAD, 3.7
 DV0864'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL
 DV0864'OF THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0864'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0213 ***********************************************************************
 FR0213  DESIGNATION -  DISH
 FR0213  PID         -  FR0213
 FR0213  STATE/COUNTY-  AZ/YAVAPAI
 FR0213  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0213
 FR0213                         *CURRENT SURVEY CONTROL
 FR0213  ___________________________________________________________________
 FR0213* NAD 83(1992)-  35 19 12.23177(N)    112 53 28.61317(W)     ADJUSTED  
 FR0213* NAVD 88     -      1602.280  (meters)    5256.81   (feet)  POSTED    
 FR0213  ___________________________________________________________________
 FR0213  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FR0213  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0213  DYNAMIC HT  -        1600.190 (meters)    5249.96  (feet)  COMP
 FR0213  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 FR0213
 FR0213  HORZ ORDER  -  SECOND
 FR0213  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0213
 FR0213.The horizontal coordinates were established by classical geodetic methods
 FR0213.and adjusted by the National Geodetic Survey in June 1998..
 FR0213
 FR0213.The orthometric height was determined by differential leveling
 FR0213.and adjusted by the National Geodetic Survey in 1992..
 FR0213.No vertical observational check was made to the station.
 FR0213.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0213.was located on a no-check spur therefore a value was not computed.
 FR0213
 FR0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0213
 FR0213.The geoid height was determined by GEOID03.
 FR0213
 FR0213.The dynamic height is computed by dividing the NAVD 88
 FR0213.geopotential number by the normal gravity value computed on the
 FR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0213.degrees latitude (g = 980.6199 gals.).
 FR0213
 FR0213.The modeled gravity was interpolated from observed gravity values.
 FR0213
 FR0213;                    North         East     Units Scale Factor Converg.
 FR0213;SPC AZ C     -   479,515.494   124,744.465   MT  0.99999674   -0 33 48.6
 FR0213;SPC AZ C     - 1,573,213.56    409,266.62   iFT  0.99999674   -0 33 48.6
 FR0213;UTM  12      - 3,910,178.720   328,081.711   MT  0.99996425   -1 05 37.3
 FR0213
 FR0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0213!SPC AZ C     -   0.99975255  x   0.99999674  =   0.99974929
 FR0213!UTM  12      -   0.99975255  x   0.99996425  =   0.99971681
 FR0213
 FR0213|---------------------------------------------------------------------|
 FR0213| PID    Reference Object                     Distance      Geod. Az  |
 FR0213|                                                           dddmmss.s |
 FR0213| FR0905 KA 10                                 7.194 METERS 00944     |
 FR0213| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 1.4 KM 0690652.5 |
 FR0213| FR0214 DISH RM 1                             8.361 METERS 09133     |
 FR0213| FR0904 SUB DISH                            275.668 METERS 14725     |
 FR0213|---------------------------------------------------------------------|
 FR0213
 FR0213                          SUPERSEDED SURVEY CONTROL
 FR0213
 FR0213  NAD 83(1992)-  35 19 12.23177(N)    112 53 28.61317(W) AD(       ) 2
 FR0213  NAD 83(1986)-  35 19 12.23207(N)    112 53 28.61094(W) AD(       ) 2
 FR0213  NAD 27      -  35 19 12.21240(N)    112 53 25.96000(W) AD(       ) 2
 FR0213  NGVD 29 (??/??/92) 1601.411  (m)         5253.96   (f) ADJ UNCH    2 0
 FR0213
 FR0213.Superseded values are not recommended for survey control.
 FR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0213.See file dsdata.txt to determine how the superseded data were derived.
 FR0213
 FR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2808210179(NAD 83)
 FR0213_MARKER: DE = TRAVERSE STATION DISK
 FR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0213_STAMPING: DISH 1962
 FR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0213+STABILITY: SURFACE MOTION
 FR0213
 FR0213  HISTORY     - Date     Condition        Report By
 FR0213  HISTORY     - 1962     MONUMENTED       CGS
 FR0213  HISTORY     - 1962     GOOD             CGS
 FR0213  HISTORY     - 1962     GOOD             CGS
 FR0213
 FR0213                          STATION DESCRIPTION
 FR0213
 FR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0213'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF SELIGMAN,
 FR0213'ABOUT 1/4 MILE WEST OF A CEMETERY, ON THE NORTH SIDE OF A
 FR0213'HILL AND JUST SOUTH OF PIPELINE.
 FR0213'
 FR0213'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0213'SOUTH FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY
 FR0213'66 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS RAILROAD
 FR0213'TRACKS AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.5 MILE TO
 FR0213'FORKS, TAKE RIGHT FORK, SOUTHWEST CROSSING CATTLE GUARD FOR
 FR0213'0.05 MILE TO FORKS, TAKE LEFT AND CONTINUE SOUTHWESTERLY ON
 FR0213'GRADED ROAD FOR 0.95 MILE TO PIPELINE, TURN LEFT, GO WEST
 FR0213'ON PIPELINE FOR 0.2 MILE TO A SMALL CEMETERY ON RIGHT,
 FR0213'CONTINUE WEST ON PIPELINE FOR 0.4 MILE TO THE STATION ON THE
 FR0213'LEFT, SOUTH SIDE OF PIPELINE.
 FR0213'
 FR0213'THE STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN
 FR0213'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 FR0213'5 INCHES AND IS STAMPED DISH 1962.  THE MARK IS 146 FEET
 FR0213'NORTHWEST OF TELEPHONE POLE, 144 FEET SOUTH OF PIPELINE
 FR0213'RIGHT-OF-WAY AND 2.6 FEET NORTH OF WITNESS POST.
 FR0213'
 FR0213'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0213'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 FR0213'AND IS STAMPED DISH NO 1 1962, THE MARK IS 139 FEET SOUTH OF
 FR0213'CENTER OF PIPELINE RIGHT-OF-WAY, 131 FEET NORTHWEST OF TELEPHONE
 FR0213'POLE AND 28.2 FEET EAST OF WITNESS POST.
 FR0213'
 FR0213'KA NO. 10 (AHD), IS A ARIZONA STATE HIGHWAY TRAVERSE STATION
 FR0213'DISK SET IN TOP OF AN IRREGULAR MASS OF CONCRETE SURROUNDED
 FR0213'BY ROCKS, IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FR0213'STAMPED KA NO 10 1960.  THE MARK IS 120 FEET SOUTH OF THE
 FR0213'CENTER OF PIPELINE RIGHT-OF-WAY AND 26.4 FEET NORTH OF WITNESS
 FR0213'POST.
 FR0213'
 FR0213'NO AZIMUTH MARK WAS SET, THE SELIGMAN, SANTA FE RAILROAD WATER
 FR0213'TANK WAS USED AS AZIMUTH.
 FR0213'
 FR0213'THE DISTANCE FROM R.M. NO. 1 TO KA NO. 10 IS 33.60 FEET.
 FR0213'
 FR0213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0213
 FR0213                          STATION RECOVERY (1962)
 FR0213
 FR0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0213'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0213'TO BE IN GOOD CONDITION.  SINCE THE STATION HAD BEEN OCCUPIED
 FR0213'BY PARTY 620 LESS THAN 1 YEAR AGO, NO DIRECTIONS WERE TAKEN
 FR0213'ON THE REFERENCE MARKS.  THE DISTANCES TO THE REFERENCE MARKS
 FR0213'WERE FOUND TO BE CORRECT.
 FR0213'
 FR0213'THIS STATION WAS REOCCUPIED TO ESTABLISH A NEW STATION,
 FR0213'SUB DISH.
 FR0213'
 FR0213'A TRAVERSE CONNECTION WAS MADE FROM STATION DISH TO SUB DISH.
 FR0213'THE DISTANCE IS 275.737 METERS OR 904.65 FEET.
 FR0213
 FR0213                          STATION RECOVERY (1962)
 FR0213
 FR0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0213'1.1 MI SW FROM SELIGMAN.
 FR0213'0.45 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0213'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0213'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0213'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND A
 FR0213'METAL GATE, 143 FEET SOUTH OF THE PIPE LINE, 27 FEET SOUTHWEST OF A 2
 FR0213'FOOT HIGH CAIRN, 2.6 FEET NORTHEAST OF A METAL WITNESS POST, AND SET
 FR0213'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK MAY
 FR0213'BE REACHED BY TRUCK FROM  THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0213'STATION AT SELIGMAN BY GOING 0.75 MILE EAST ALONG A STREET, THENCE
 FR0213'0.55 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A
 FR0213'GRAVEL ROAD TO A PIPE LINE, THENCE 0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0959 ***********************************************************************
 ET0959  DESIGNATION -  DISH
 ET0959  PID         -  ET0959
 ET0959  STATE/COUNTY-  AZ/YAVAPAI
 ET0959  USGS QUAD   -  YARNELL (1969)
 ET0959
 ET0959                         *CURRENT SURVEY CONTROL
 ET0959  ___________________________________________________________________
 ET0959* NAD 83(1992)-  34 12 19.66690(N)    112 44 56.00456(W)     ADJUSTED  
 ET0959* NAVD 88     -      1560.7    (meters)    5120.     (feet)  VERTCON   
 ET0959  ___________________________________________________________________
 ET0959  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 ET0959  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 ET0959
 ET0959  HORZ ORDER  -  SECOND
 ET0959
 ET0959.The horizontal coordinates were established by classical geodetic methods
 ET0959.and adjusted by the National Geodetic Survey in August 1993..
 ET0959
 ET0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0959
 ET0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0959
 ET0959.The geoid height was determined by GEOID03.
 ET0959
 ET0959;                    North         East     Units Scale Factor Converg.
 ET0959;SPC AZ C     -   355,755.529   136,667.486   MT  0.99997248   -0 28 04.3
 ET0959;SPC AZ C     - 1,167,176.93    448,384.14   iFT  0.99997248   -0 28 04.3
 ET0959;UTM  12      - 3,786,320.356   338,874.391   MT  0.99992003   -0 59 00.1
 ET0959
 ET0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0959!SPC AZ C     -   0.99975950  x   0.99997248  =   0.99973198
 ET0959!UTM  12      -   0.99975950  x   0.99992003  =   0.99967955
 ET0959
 ET0959|---------------------------------------------------------------------|
 ET0959| PID    Reference Object                     Distance      Geod. Az  |
 ET0959|                                                           dddmmss.s |
 ET0959| CH3056 DISH RM 2                             7.261 METERS 07839     |
 ET0959| CH3055 DISH RM 1                             7.054 METERS 22145     |
 ET0959| ET0963 LADY                                APPROX. 6.8 KM 2460012.1 |
 ET0959|---------------------------------------------------------------------|
 ET0959
 ET0959                          SUPERSEDED SURVEY CONTROL
 ET0959
 ET0959  NAD 83(1986)-  34 12 19.66600(N)    112 44 56.00690(W) AD(       ) 2
 ET0959  NAD 27      -  34 12 19.57068(N)    112 44 53.36237(W) AD(       ) 2
 ET0959  NGVD 29 (07/19/86) 1559.9    (m)         5118.     (f) VERT ANG       
 ET0959
 ET0959.Superseded values are not recommended for survey control.
 ET0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0959.See file dsdata.txt to determine how the superseded data were derived.
 ET0959
 ET0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3887486320(NAD 83)
 ET0959_MARKER: DD = SURVEY DISK
 ET0959_SETTING: 80 = SET IN A BOULDER
 ET0959_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0959+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 ET0959
 ET0959  HISTORY     - Date     Condition        Report By
 ET0959  HISTORY     - 1964     MONUMENTED       AZHD
 ET0959  HISTORY     - 1969     GOOD             USGS
 ET0959  HISTORY     - 1980     GOOD             AZDT
 ET0959  HISTORY     - 20020621 GOOD             INDIV
 ET0959
 ET0959                          STATION DESCRIPTION
 ET0959
 ET0959'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0959'LOCATED ABOUT 6.4 MI. (AIRLINE) NE. OF CONGRESS JUNCTION.  1.1 MI.
 ET0959'SSW. OF YARNELL.  0.3 MI. SE. OF U.S. HIGHWAY 89.  ON THE HIGHEST
 ET0959'POINT OF A TOP CONTAINING AN ELECTRONIC FACILITY.
 ET0959'
 ET0959'TO REACH FROM THE YARNELL P.O., DRIVE S. ALONG U.S. HIGHWAY 89 FOR
 ET0959'1.2 MI. TO RD. JUNCTION AT SHARP CURVE.  TAKE LEFT FORK FOR ABOUT
 ET0959'60 FT. TO SWITCHBACK RIGHT.  TURN RIGHT AND FOLLOW MAIN RD. FOR
 ET0959'0.3 MI. TO TOP AND STATION, ABOUT 100 FT. E. OF BLOCK BUILDING.
 ET0959'
 ET0959'STATION MARK--AN ARIZONA STATE HIGHWAY DEPARTMENT TABLET STAMPED
 ET0959'P AND M DISH 1964 CEMENTED IN DRILL HOLE IN A NATURALLY EMBEDDED
 ET0959'BOULDER, PROJECTING 1.5 FT.
 ET0959'
 ET0959'REFERENCE MARK NO. 1--A USGS TABLET STAMPED NO 1 1969 CEMENTED IN
 ET0959'A ROCK OUTCROP FLUSH WITH GROUND, 1.7 FT. BELOW STATION MARK.
 ET0959'
 ET0959'REFERENCE MARK NO. 2--A USGS TABLET STAMPED NO 2 1969 CEMENTED IN
 ET0959'A ROCK OUTCROP FLUSH WITH GROUND NEAR AN 8 FT. DROP E., 1.7 FT.
 ET0959'BELOW STATION MARK.
 ET0959
 ET0959                          STATION RECOVERY (1980)
 ET0959
 ET0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0959'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 ET0959'THE USGS IN 1969.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
 ET0959
 ET0959                          STATION RECOVERY (2002)
 ET0959
 ET0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 ET0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0863 ***********************************************************************
 DV0863  DESIGNATION -  DISH RM 1
 DV0863  PID         -  DV0863
 DV0863  STATE/COUNTY-  AZ/MARICOPA
 DV0863  USGS QUAD   -  WINTERSBURG (1984)
 DV0863
 DV0863                         *CURRENT SURVEY CONTROL
 DV0863  ___________________________________________________________________
 DV0863* NAD 83(1986)-  33 27 56.     (N)    112 49 28.     (W)     SCALED    
 DV0863* NAVD 88     -       332.20   (+/-2cm)    1089.9    (feet)  VERTCON   
 DV0863  ___________________________________________________________________
 DV0863  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV0863
 DV0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0863
 DV0863.The horizontal coordinates were scaled from a topographic map and have
 DV0863.an estimated accuracy of +/- 6 seconds.
 DV0863
 DV0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0863.The vertical order pertains to the NGVD 29 superseded value.
 DV0863
 DV0863.The geoid height was determined by GEOID03.
 DV0863
 DV0863;                    North         East    Units  Estimated Accuracy
 DV0863;SPC AZ C     -   273,750.      128,980.      MT  (+/- 180 meters Scaled)
 DV0863
 DV0863                          SUPERSEDED SURVEY CONTROL
 DV0863
 DV0863  NGVD 29 (??/??/92)  331.582  (m)         1087.87   (f) ADJ UNCH    2 0
 DV0863
 DV0863.Superseded values are not recommended for survey control.
 DV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0863.See file dsdata.txt to determine how the superseded data were derived.
 DV0863
 DV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304043(NAD 83)
 DV0863_MARKER: DR = REFERENCE MARK DISK
 DV0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0863_STAMPING: DISH NO 1 1962
 DV0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0863+STABILITY: SURFACE MOTION
 DV0863
 DV0863  HISTORY     - Date     Condition        Report By
 DV0863  HISTORY     - 1962     MONUMENTED       CGS
 DV0863
 DV0863                          STATION DESCRIPTION
 DV0863
 DV0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0863'8.75 MI SE FROM TONOPAH.
 DV0863'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0863'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0863'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0863'ALONG A TRACK ROAD, 18 FEET WEST OF THE CENTER OF THE TRACK ROAD, 70.7
 DV0863'FEET NORTHEAST OF TRAVERSE STATION DISH, 67.2 FEET NORTHEAST OF A
 DV0863'METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DV0863'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0214 ***********************************************************************
 FR0214  DESIGNATION -  DISH RM 1
 FR0214  PID         -  FR0214
 FR0214  STATE/COUNTY-  AZ/YAVAPAI
 FR0214  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0214
 FR0214                         *CURRENT SURVEY CONTROL
 FR0214  ___________________________________________________________________
 FR0214* NAD 83(1986)-  35 19 12.     (N)    112 53 28.     (W)     SCALED    
 FR0214* NAVD 88     -      1602.189  (meters)    5256.52   (feet)  POSTED    
 FR0214  ___________________________________________________________________
 FR0214  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0214  DYNAMIC HT  -        1600.100 (meters)    5249.66  (feet)  COMP
 FR0214  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 FR0214
 FR0214  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0214
 FR0214.The horizontal coordinates were scaled from a topographic map and have
 FR0214.an estimated accuracy of +/- 6 seconds.
 FR0214
 FR0214.The orthometric height was determined by differential leveling
 FR0214.and adjusted by the National Geodetic Survey in 1992..
 FR0214.No vertical observational check was made to the station.
 FR0214.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0214.was located on a no-check spur therefore a value was not computed.
 FR0214
 FR0214.The geoid height was determined by GEOID03.
 FR0214
 FR0214.The dynamic height is computed by dividing the NAVD 88
 FR0214.geopotential number by the normal gravity value computed on the
 FR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0214.degrees latitude (g = 980.6199 gals.).
 FR0214
 FR0214.The modeled gravity was interpolated from observed gravity values.
 FR0214
 FR0214;                    North         East    Units  Estimated Accuracy
 FR0214;SPC AZ C     -   479,510.      124,760.      MT  (+/- 180 meters Scaled)
 FR0214
 FR0214                          SUPERSEDED SURVEY CONTROL
 FR0214
 FR0214  NGVD 29 (??/??/92) 1601.320  (m)         5253.66   (f) ADJ UNCH    2 0
 FR0214
 FR0214.Superseded values are not recommended for survey control.
 FR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0214.See file dsdata.txt to determine how the superseded data were derived.
 FR0214
 FR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE280101(NAD 83)
 FR0214_MARKER: DR = REFERENCE MARK DISK
 FR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0214_STAMPING: DISH NO 1 1962
 FR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0214+STABILITY: SURFACE MOTION
 FR0214
 FR0214  HISTORY     - Date     Condition        Report By
 FR0214  HISTORY     - 1962     MONUMENTED       CGS
 FR0214
 FR0214                          STATION DESCRIPTION
 FR0214
 FR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0214'1.10 MI SW FROM SELIGMAN.
 FR0214'0.45 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0214'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0214'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0214'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND A
 FR0214'METAL GATE, 144 FEET SOUTH OF THE PIPE LINE, 34 FEET SOUTHEAST OF A 2
 FR0214'FOOT HIGH CAIRN, 27.4 FEET EAST OF TRAVERSE STATION DISH, 28.2 FEET
 FR0214'EAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 FR0214'PROJECTING 4 INCHES.  NOTE-- THIS MARK MAY BE REACHED BY TRUCK FROM
 FR0214'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT SELIGMAN BY GOING
 FR0214'0.75 MILE EAST ALONG A STREET, THENCE 0.55 MILE SOUTH ALONG A GRAVEL
 FR0214'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD TO A PIPE LINE, THENCE
 FR0214'0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0865 ***********************************************************************
 DV0865  DESIGNATION -  DISH RM 2
 DV0865  PID         -  DV0865
 DV0865  STATE/COUNTY-  AZ/MARICOPA
 DV0865  USGS QUAD   -  WINTERSBURG (1984)
 DV0865
 DV0865                         *CURRENT SURVEY CONTROL
 DV0865  ___________________________________________________________________
 DV0865* NAD 83(1986)-  33 27 56.     (N)    112 49 28.     (W)     SCALED    
 DV0865* NAVD 88     -       331.93   (+/-2cm)    1089.0    (feet)  VERTCON   
 DV0865  ___________________________________________________________________
 DV0865  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV0865
 DV0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0865
 DV0865.The horizontal coordinates were scaled from a topographic map and have
 DV0865.an estimated accuracy of +/- 6 seconds.
 DV0865
 DV0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0865.The vertical order pertains to the NGVD 29 superseded value.
 DV0865
 DV0865.The geoid height was determined by GEOID03.
 DV0865
 DV0865;                    North         East    Units  Estimated Accuracy
 DV0865;SPC AZ C     -   273,750.      128,980.      MT  (+/- 180 meters Scaled)
 DV0865
 DV0865                          SUPERSEDED SURVEY CONTROL
 DV0865
 DV0865  NGVD 29 (??/??/92)  331.304  (m)         1086.95   (f) ADJ UNCH    2 0
 DV0865
 DV0865.Superseded values are not recommended for survey control.
 DV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0865.See file dsdata.txt to determine how the superseded data were derived.
 DV0865
 DV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304043(NAD 83)
 DV0865_MARKER: DR = REFERENCE MARK DISK
 DV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0865_STAMPING: DISH NO 2 1962
 DV0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0865+STABILITY: SURFACE MOTION
 DV0865
 DV0865  HISTORY     - Date     Condition        Report By
 DV0865  HISTORY     - 1962     MONUMENTED       CGS
 DV0865
 DV0865                          STATION DESCRIPTION
 DV0865
 DV0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0865'8.75 MI SE FROM TONOPAH.
 DV0865'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0865'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0865'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0865'ALONG A TRACK ROAD, 44 FEET WEST OF THE CENTER OF THE TRACK ROAD, 72.8
 DV0865'FEET SOUTHEAST OF TRAVERSE STATION DISH, 73.2 FEET SOUTHEAST OF A
 DV0865'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DV0865'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0212 ***********************************************************************
 FR0212  DESIGNATION -  DISH TRAV DISK 10
 FR0212  PID         -  FR0212
 FR0212  STATE/COUNTY-  AZ/YAVAPAI
 FR0212  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0212
 FR0212                         *CURRENT SURVEY CONTROL
 FR0212  ___________________________________________________________________
 FR0212* NAD 83(1986)-  35 19 05.     (N)    112 53 23.     (W)     SCALED    
 FR0212* NAVD 88     -      1601.633  (meters)    5254.69   (feet)  POSTED    
 FR0212  ___________________________________________________________________
 FR0212  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0212  DYNAMIC HT  -        1599.540 (meters)    5247.82  (feet)  COMP
 FR0212  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 FR0212
 FR0212  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0212
 FR0212.The horizontal coordinates were scaled from a topographic map and have
 FR0212.an estimated accuracy of +/- 6 seconds.
 FR0212
 FR0212.The orthometric height was determined by differential leveling
 FR0212.and adjusted by the National Geodetic Survey in 1992..
 FR0212.No vertical observational check was made to the station.
 FR0212.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0212.was located on a no-check spur therefore a value was not computed.
 FR0212
 FR0212.The geoid height was determined by GEOID03.
 FR0212
 FR0212.The dynamic height is computed by dividing the NAVD 88
 FR0212.geopotential number by the normal gravity value computed on the
 FR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0212.degrees latitude (g = 980.6199 gals.).
 FR0212
 FR0212.The modeled gravity was interpolated from observed gravity values.
 FR0212
 FR0212;                    North         East    Units  Estimated Accuracy
 FR0212;SPC AZ C     -   479,290.      124,880.      MT  (+/- 180 meters Scaled)
 FR0212
 FR0212                          SUPERSEDED SURVEY CONTROL
 FR0212
 FR0212  NGVD 29 (??/??/92) 1600.76   (m)         5251.8    (f) COMPUTED    2 0
 FR0212
 FR0212.Superseded values are not recommended for survey control.
 FR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0212.See file dsdata.txt to determine how the superseded data were derived.
 FR0212
 FR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE282099(NAD 83)
 FR0212_MARKER: DD = SURVEY DISK
 FR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0212_STAMPING: NO 10 1960
 FR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0212+STABILITY: SURFACE MOTION
 FR0212
 FR0212  HISTORY     - Date     Condition        Report By
 FR0212  HISTORY     - UNK      MONUMENTED       AZHD
 FR0212  HISTORY     - 1962     GOOD             NGS
 FR0212
 FR0212                          STATION DESCRIPTION
 FR0212
 FR0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0212'1.1 MI SW FROM SELIGMAN.
 FR0212'0.45 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0212'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0212'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0212'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND METAL
 FR0212'GATE, 119 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 3.5 FEET
 FR0212'SOUTHWEST OF A 2 FEET HIGH CARIN, 23.7 FEET NORTHEAST OF TRAVERSE
 FR0212'STATION DISH, 26.7 FEET NORTHEAST OF A METAL WITNESS POST, AND IS A
 FR0212'A.H.D. TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FR0212'WITH THE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY TRUCK BY GOING
 FR0212'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT SELIGMAN BY
 FR0212'GOING 0.75 MILES EAST ALONG A STREET, THENCE 0.55 MILE SOUTH ALONG A
 FR0212'GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD TO A PIPE LINE,
 FR0212'THENCE 0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0618 ***********************************************************************
 FP0618  DESIGNATION -  DISK
 FP0618  PID         -  FP0618
 FP0618  STATE/COUNTY-  AZ/APACHE
 FP0618  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0618
 FP0618                         *CURRENT SURVEY CONTROL
 FP0618  ___________________________________________________________________
 FP0618* NAD 83(1986)-  35 07 21.     (N)    109 32 06.     (W)     SCALED    
 FP0618* NAVD 88     -      1716.632  (meters)    5631.98   (feet)  ADJUSTED  
 FP0618  ___________________________________________________________________
 FP0618  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0618  DYNAMIC HT  -        1714.241 (meters)    5624.14  (feet)  COMP
 FP0618  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 FP0618
 FP0618  VERT ORDER  -  SECOND    CLASS II
 FP0618
 FP0618.The horizontal coordinates were scaled from a topographic map and have
 FP0618.an estimated accuracy of +/- 6 seconds.
 FP0618
 FP0618.The orthometric height was determined by differential leveling
 FP0618.and adjusted by the National Geodetic Survey in June 1991..
 FP0618
 FP0618.The geoid height was determined by GEOID03.
 FP0618
 FP0618.The dynamic height is computed by dividing the NAVD 88
 FP0618.geopotential number by the normal gravity value computed on the
 FP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0618.degrees latitude (g = 980.6199 gals.).
 FP0618
 FP0618.The modeled gravity was interpolated from observed gravity values.
 FP0618
 FP0618;                    North         East    Units  Estimated Accuracy
 FP0618;SPC AZ E     -   457,350.      270,930.      MT  (+/- 180 meters Scaled)
 FP0618
 FP0618                          SUPERSEDED SURVEY CONTROL
 FP0618
 FP0618  NGVD 29 (??/??/92) 1715.71   (m)         5629.0    (f) COMPUTED    2 2
 FP0618
 FP0618.Superseded values are not recommended for survey control.
 FP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0618.See file dsdata.txt to determine how the superseded data were derived.
 FP0618
 FP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD334876(NAD 83)
 FP0618_MARKER: DD = SURVEY DISK
 FP0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0618_SP_SET: CONCRETE HEADWALL
 FP0618_MARK LOGO: AZHD  
 FP0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0618+STABILITY: SURFACE MOTION
 FP0618
 FP0618  HISTORY     - Date     Condition        Report By
 FP0618  HISTORY     - 1962     MONUMENTED       AZHD
 FP0618  HISTORY     - 1972     GOOD             USGS
 FP0618
 FP0618                          STATION DESCRIPTION
 FP0618
 FP0618'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0618'1.0 KM (0.60 MI) SOUTH FROM NAVAJO.
 FP0618'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0618'ROAD TO A T-ROAD SOUTH, THENCE 0.5 MILES SOUTH TO A 300-FOOT BRIDGE,
 FP0618'AT THE NORTHEAST SIDE OF THE SOUTHEAST END OF THE CONCRETE AND STEEL
 FP0618'BRIDGE IN A CONCRETE HEADWALL ABOUT 3 FEET FROM THE END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0519 ***********************************************************************
 GP0519  DESIGNATION -  DISTRICT
 GP0519  PID         -  GP0519
 GP0519  STATE/COUNTY-  AZ/COCONINO
 GP0519  USGS QUAD   -  DEAD MONKEY RIDGE (1982)
 GP0519
 GP0519                         *CURRENT SURVEY CONTROL
 GP0519  ___________________________________________________________________
 GP0519* NAD 83(1992)-  36 40 06.64481(N)    111 23 18.47325(W)     ADJUSTED  
 GP0519* NAVD 88     -      1897.7    (meters)    6226.     (feet)  VERTCON   
 GP0519  ___________________________________________________________________
 GP0519  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GP0519  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 GP0519
 GP0519  HORZ ORDER  -  THIRD
 GP0519
 GP0519.The horizontal coordinates were established by classical geodetic methods
 GP0519.and adjusted by the National Geodetic Survey in August 1993..
 GP0519
 GP0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0519
 GP0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0519
 GP0519.The geoid height was determined by GEOID03.
 GP0519
 GP0519;                    North         East     Units Scale Factor Converg.
 GP0519;SPC AZ C     -   628,817.068   260,574.913   MT  0.99992746   +0 18 55.6
 GP0519;SPC AZ C     - 2,063,048.12    854,904.57   iFT  0.99992746   +0 18 55.6
 GP0519;UTM  12      - 4,058,170.683   465,286.390   MT  0.99961485   -0 13 55.2
 GP0519
 GP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0519!SPC AZ C     -   0.99970584  x   0.99992746  =   0.99963332
 GP0519!UTM  12      -   0.99970584  x   0.99961485  =   0.99932080
 GP0519
 GP0519:                Primary Azimuth Mark                     Grid Az
 GP0519:SPC AZ C     -  KEAM 2                                   342 01 24.1
 GP0519:UTM  12      -  KEAM 2                                   342 34 14.9
 GP0519
 GP0519|---------------------------------------------------------------------|
 GP0519| PID    Reference Object                     Distance      Geod. Az  |
 GP0519|                                                           dddmmss.s |
 GP0519| GP0568 KEAM 2                              APPROX.12.8 KM 3422019.7 |
 GP0519|---------------------------------------------------------------------|
 GP0519
 GP0519                          SUPERSEDED SURVEY CONTROL
 GP0519
 GP0519  NAD 83(1986)-  36 40 06.64219(N)    111 23 18.47435(W) AD(       ) 3
 GP0519  NGVD 29 (05/08/89) 1896.7    (m)         6223.     (f) VERT ANG       
 GP0519
 GP0519.Superseded values are not recommended for survey control.
 GP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0519.See file dsdata.txt to determine how the superseded data were derived.
 GP0519
 GP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6528658171(NAD 83)
 GP0519_MARKER: DD = SURVEY DISK
 GP0519_SETTING: 66 = SET IN ROCK OUTCROP
 GP0519_SP_SET: SET IN ROCK OUTCROP
 GP0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0519+STABILITY: POSITION/ELEVATION WELL
 GP0519
 GP0519  HISTORY     - Date     Condition        Report By
 GP0519  HISTORY     - 1953     MONUMENTED       USGS
 GP0519
 GP0519                          STATION DESCRIPTION
 GP0519
 GP0519'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0519'LOCATED ABOUT 18 MI SE. OF MARBLE CANYON LODGE, 12 MI E. OF
 GP0519'BITTER SPRING SUMP.  ON SOUTH RIM OF TREE MESA-LIKE, SOUTHWARD
 GP0519'EXTENSION OF SE.-NW. PLATEAU.
 GP0519'
 GP0519'REACHED BY HELICOPTER.
 GP0519'
 GP0519'STATION MARK--STANDARD TABLET STAMPED---DISTRICT 1954---, CEMENTED
 GP0519'IN ROCK OUTCROP OF CLIFF EDGE.
 GP0519'
 GP0519'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1616 ***********************************************************************
 DV1616  DESIGNATION -  DIVIDE
 DV1616  PID         -  DV1616
 DV1616  STATE/COUNTY-  AZ/MARICOPA
 DV1616  USGS QUAD   -  OUTLAW HILL (1990)
 DV1616
 DV1616                         *CURRENT SURVEY CONTROL
 DV1616  ___________________________________________________________________
 DV1616* NAD 83(1992)-  33 59 57.87187(N)    112 55 11.96859(W)     ADJUSTED  
 DV1616* NAVD 88     -       749.34   (+/-2cm)    2458.5    (feet)  VERTCON   
 DV1616  ___________________________________________________________________
 DV1616  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DV1616  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV1616
 DV1616  HORZ ORDER  -  SECOND
 DV1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1616
 DV1616.The horizontal coordinates were established by classical geodetic methods
 DV1616.and adjusted by the National Geodetic Survey in August 1993..
 DV1616
 DV1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1616.The vertical order pertains to the NGVD 29 superseded value.
 DV1616
 DV1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1616
 DV1616.The geoid height was determined by GEOID03.
 DV1616
 DV1616;                    North         East     Units Scale Factor Converg.
 DV1616;SPC AZ C     -   333,042.102   120,674.908   MT  1.00000586   -0 33 39.9
 DV1616;SPC AZ C     - 1,092,657.81    395,915.05   iFT  1.00000586   -0 33 39.9
 DV1616;UTM  12      - 3,763,752.156   322,679.205   MT  0.99998761   -1 04 26.1
 DV1616
 DV1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1616!SPC AZ C     -   0.99988702  x   1.00000586  =   0.99989288
 DV1616!UTM  12      -   0.99988702  x   0.99998761  =   0.99987463
 DV1616
 DV1616:                Primary Azimuth Mark                     Grid Az
 DV1616:SPC AZ C     -  PACK                                     085 18 38.3
 DV1616:UTM  12      -  PACK                                     085 49 24.5
 DV1616
 DV1616|---------------------------------------------------------------------|
 DV1616| PID    Reference Object                     Distance      Geod. Az  |
 DV1616|                                                           dddmmss.s |
 DV1616| ET0968 PACK                                APPROX. 7.8 KM 0844458.4 |
 DV1616|---------------------------------------------------------------------|
 DV1616
 DV1616                          SUPERSEDED SURVEY CONTROL
 DV1616
 DV1616  NAD 83(1986)-  33 59 57.87089(N)    112 55 11.96781(W) AD(       ) 2
 DV1616  NAD 27      -  33 59 57.77200(N)    112 55 09.31700(W) AD(       ) 2
 DV1616  NGVD 29 (??/??/92)  748.642  (m)         2456.17   (f) ADJ UNCH    2 0
 DV1616
 DV1616.Superseded values are not recommended for survey control.
 DV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1616.See file dsdata.txt to determine how the superseded data were derived.
 DV1616
 DV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2267963752(NAD 83)
 DV1616_MARKER: DB = BENCH MARK DISK
 DV1616_SETTING: 80 = SET IN A BOULDER
 DV1616_SP_SET: BOULDER
 DV1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1616
 DV1616  HISTORY     - Date     Condition        Report By
 DV1616  HISTORY     - 1924     MONUMENTED       CGS
 DV1616  HISTORY     - 1933     GOOD             NGS
 DV1616  HISTORY     - 1984     MARK NOT FOUND   AZDT
 DV1616
 DV1616                          STATION DESCRIPTION
 DV1616
 DV1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1616'IN AN OPEN PLAIN, ABOUT 10 MILES WEST AND 3 MILES NORTH OF
 DV1616'WICKENBURG, AND 1 MILE SOUTH OF WEST OF STATION DIVIDE ON
 DV1616'THE SANTA FE RAILROAD.  STATION LIES IN EDGE OF RIGHT-OF-WAY
 DV1616'NORTH OF TRACK NEAR MILEBOARD 7, AND BETWEEN TRACK AND WAGON
 DV1616'TRAIL NORTH OF RAILROAD.  MARKED BY A STANDARD BRONZE DISK
 DV1616'SET IN A BURIED BOULDER.
 DV1616
 DV1616                          STATION RECOVERY (1933)
 DV1616
 DV1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 DV1616'7.0 MI W FROM MATHIE.
 DV1616'ON A.T. AND S.F. RIGHT OF WAY, 0.8 MILES WEST OF DIVIDE SIDING, 380
 DV1616'FEET WEST OF MILEPOST 7, 60 FEET NORTH OF RAILROAD CENTER-LINE, ON TOP
 DV1616'OF BOULDER.
 DV1616
 DV1616                          STATION RECOVERY (1984)
 DV1616
 DV1616'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DV1616'THE STATION MARK WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0918 ***********************************************************************
 DW0918  DESIGNATION -  DIVIDE
 DW0918  PID         -  DW0918
 DW0918  STATE/COUNTY-  AZ/YUMA
 DW0918  USGS QUAD   -  ARCH TANK (1990)
 DW0918
 DW0918                         *CURRENT SURVEY CONTROL
 DW0918  ___________________________________________________________________
 DW0918* NAD 83(1992)-  33 14 35.22149(N)    114 14 53.09332(W)     ADJUSTED  
 DW0918* NAVD 88     -       494.1    (meters)    1621.     (feet)  VERTCON   
 DW0918  ___________________________________________________________________
 DW0918  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DW0918  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW0918
 DW0918  HORZ ORDER  -  SECOND
 DW0918
 DW0918.The horizontal coordinates were established by classical geodetic methods
 DW0918.and adjusted by the National Geodetic Survey in August 1993..
 DW0918
 DW0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0918
 DW0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0918
 DW0918.The geoid height was determined by GEOID03.
 DW0918
 DW0918;                    North         East     Units Scale Factor Converg.
 DW0918;SPC AZ W     -   248,831.032   166,943.622   MT  0.99995989   -0 16 23.0
 DW0918;SPC AZ W     -   816,374.78    547,715.30   iFT  0.99995989   -0 16 23.0
 DW0918;UTM  11      - 3,681,616.562   756,405.045   MT  1.00041065   +1 30 33.9
 DW0918
 DW0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0918!SPC AZ W     -   0.99992756  x   0.99995989  =   0.99988745
 DW0918!UTM  11      -   0.99992756  x   1.00041065  =   1.00033818
 DW0918
 DW0918|---------------------------------------------------------------------|
 DW0918| PID    Reference Object                     Distance      Geod. Az  |
 DW0918|                                                           dddmmss.s |
 DW0918| CE9272 DIVIDE RM 1                           7.023 METERS 19727     |
 DW0918| CE9273 DIVIDE RM 2                           6.100 METERS 28953     |
 DW0918| CE9271 DIVIDE AZ MK                                       3541131.9 |
 DW0918|---------------------------------------------------------------------|
 DW0918
 DW0918                          SUPERSEDED SURVEY CONTROL
 DW0918
 DW0918  NAD 83(1986)-  33 14 35.22105(N)    114 14 53.09823(W) AD(       ) 2
 DW0918  NAD 27      -  33 14 35.09500(N)    114 14 50.30400(W) AD(       ) 2
 DW0918  NGVD 29 (07/19/86)  493.3    (m)         1618.     (f) VERT ANG       
 DW0918
 DW0918.Superseded values are not recommended for survey control.
 DW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0918.See file dsdata.txt to determine how the superseded data were derived.
 DW0918
 DW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5640581617(NAD 83)
 DW0918_MARKER: DS = TRIANGULATION STATION DISK
 DW0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0918
 DW0918  HISTORY     - Date     Condition        Report By
 DW0918  HISTORY     - 1949     MONUMENTED       CGS
 DW0918
 DW0918                          STATION DESCRIPTION
 DW0918
 DW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0918'THE STATION IS LOCATED ON THE NORTHWEST END OF A SMALL RIDGE
 DW0918'ABOUT 30 MILES AIR LINE SOUTH OF QUARTZSITE AND ABOUT 0.1
 DW0918'MILE NORTH OF THE DIVIDE BETWEEN THE LA POSA PLAINS AND THE
 DW0918'CASTLE DOME PLAINS.  THE STATION MARK IS 10 FEET NORTHEAST
 DW0918'OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED,
 DW0918'DIVIDE 1949.
 DW0918'
 DW0918'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0918'THE STATION MARK, PROJECTS 2 INCHES AND STAMPED, DIVIDE
 DW0918'NO 1 1949.
 DW0918'
 DW0918'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DW0918'STATION MARK, PROJECTS 2 INCHES AND STAMPED, DIVIDE NO 2 1949.
 DW0918'
 DW0918'THE AZIMUTH MARK IS LOCATED ON A SMALL ROCKY KNOLL ABOUT 0.1
 DW0918'MILE EAST OF STATE HIGHWAY 95, AND 6 FEET SOUTH OF CAIRN
 DW0918'WITH WHITE WITNESS POST IN THE CENTER.  IT PROJECTS 12 INCHES
 DW0918'AND IS STAMPED, DIVIDE 1949.
 DW0918'
 DW0918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70
 DW0918'AND STATE HIGHWAY 95, GO SOUTH ON STATE HIGHWAY 95 FOR 31.5
 DW0918'MILES TO THE AZIMUTH ON THE LEFT, EAST, AS DESCRIBED ABOVE.
 DW0918'CONTINUE ON HIGHWAY FOR 0.3 MILE TO THE TOP OF DIVIDE.  TURN
 DW0918'LEFT, NORTHEAST FOR 0.1 MILE TO THE STATION AS DESCRIBED
 DW0918'ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0865 ***********************************************************************
 ET0865  DESIGNATION -  DIVIDE
 ET0865  PID         -  ET0865
 ET0865  STATE/COUNTY-  AZ/YAVAPAI
 ET0865  USGS QUAD   -  HUMBOLDT (1973)
 ET0865
 ET0865                         *CURRENT SURVEY CONTROL
 ET0865  ___________________________________________________________________
 ET0865* NAD 83(1992)-  34 32 38.58160(N)    112 11 08.22891(W)     ADJUSTED  
 ET0865* NAVD 88     -      1552.0    (meters)    5092.     (feet)  VERTCON   
 ET0865  ___________________________________________________________________
 ET0865  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ET0865  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0865
 ET0865  HORZ ORDER  -  SECOND
 ET0865
 ET0865.The horizontal coordinates were established by classical geodetic methods
 ET0865.and adjusted by the National Geodetic Survey in August 1993..
 ET0865
 ET0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0865
 ET0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0865
 ET0865.The geoid height was determined by GEOID03.
 ET0865
 ET0865;                    North         East     Units Scale Factor Converg.
 ET0865;SPC AZ C     -   393,030.721   188,674.845   MT  0.99990751   -0 09 09.0
 ET0865;SPC AZ C     - 1,289,470.87    619,011.96   iFT  0.99990751   -0 09 09.0
 ET0865;UTM  12      - 3,823,120.197   391,210.803   MT  0.99974588   -0 40 20.5
 ET0865
 ET0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0865!SPC AZ C     -   0.99976051  x   0.99990751  =   0.99966805
 ET0865!UTM  12      -   0.99976051  x   0.99974588  =   0.99950645
 ET0865
 ET0865|---------------------------------------------------------------------|
 ET0865| PID    Reference Object                     Distance      Geod. Az  |
 ET0865|                                                           dddmmss.s |
 ET0865| CH3058 DIVIDE RM 2                          11.424 METERS 01426     |
 ET0865| ET0869 TEXAS                               APPROX. 5.4 KM 2571310.3 |
 ET0865| CH3057 DIVIDE RM 1                           6.226 METERS 30059     |
 ET0865|---------------------------------------------------------------------|
 ET0865
 ET0865                          SUPERSEDED SURVEY CONTROL
 ET0865
 ET0865  NAD 83(1986)-  34 32 38.57756(N)    112 11 08.22697(W) AD(       ) 2
 ET0865  NAD 27      -  34 32 38.49024(N)    112 11 05.64693(W) AD(       ) 2
 ET0865  NGVD 29 (07/19/86) 1551.2    (m)         5089.     (f) VERT ANG       
 ET0865
 ET0865.Superseded values are not recommended for survey control.
 ET0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0865.See file dsdata.txt to determine how the superseded data were derived.
 ET0865
 ET0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9121123120(NAD 83)
 ET0865_MARKER: DD = SURVEY DISK
 ET0865_SETTING: 66 = SET IN ROCK OUTCROP
 ET0865_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0865+STABILITY: POSITION/ELEVATION WELL
 ET0865
 ET0865  HISTORY     - Date     Condition        Report By
 ET0865  HISTORY     - 1980     MONUMENTED       AZDT
 ET0865
 ET0865                          STATION DESCRIPTION
 ET0865
 ET0865'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0865'THE STATION IS LOCATED 16 MILES EAST OF PRESCOTT, 3 MILES NORTHEAST OF
 ET0865'DEWEY AT THE CREST OF THE DIVIDE ON ARIZONA HIGHWAY 169.
 ET0865'
 ET0865'THE STATION MARK IS AN ADOT DISK STAMPED DIVIDE 1980.  IT IS SET IN A
 ET0865'DRILL HOLE IN A BOULDER, 5 FEET NORTHEAST OF WITNESS POST.
 ET0865'
 ET0865'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DIVIDE RM 1 1980.  IT IS SET
 ET0865'IN A DRILL HOLE IN ROCK.
 ET0865'
 ET0865'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DIVIDE RM 2 1980.  IT IS SET
 ET0865'IN A DRILL HOLE IN ROCK.
 ET0865'
 ET0865'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL EAST ALONG
 ET0865'ARIZONA HIGHWAY 169 FOR 3.55 MILE TO THE TOP OF THE DIVIDE AND THE
 ET0865'STATION ON THE LEFT ON A 20 FOOT CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0717 ***********************************************************************
 DT0717  DESIGNATION -  DIVIDE
 DT0717  PID         -  DT0717
 DT0717  STATE/COUNTY-  AZ/APACHE
 DT0717  USGS QUAD   -  NUTRIOSO (1991)
 DT0717
 DT0717                         *CURRENT SURVEY CONTROL
 DT0717  ___________________________________________________________________
 DT0717* NAD 83(1992)-  33 53 46.29706(N)    109 09 38.04991(W)     ADJUSTED  
 DT0717* NAVD 88     -      2751.6    (meters)    9028.     (feet)  VERTCON   
 DT0717  ___________________________________________________________________
 DT0717  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DT0717  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0717
 DT0717  HORZ ORDER  -  SECOND
 DT0717
 DT0717.The horizontal coordinates were established by classical geodetic methods
 DT0717.and adjusted by the National Geodetic Survey in August 1993..
 DT0717
 DT0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0717
 DT0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0717
 DT0717.The geoid height was determined by GEOID03.
 DT0717
 DT0717;                    North         East     Units Scale Factor Converg.
 DT0717;SPC AZ E     -   321,596.307   306,413.506   MT  1.00000671   +0 33 40.1
 DT0717;SPC AZ E     - 1,055,105.99  1,005,293.65   iFT  1.00000671   +0 33 40.1
 DT0717;UTM  12      - 3,752,169.157   670,084.910   MT  0.99995663   +1 01 33.9
 DT0717
 DT0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0717!SPC AZ E     -   0.99957171  x   1.00000671  =   0.99957842
 DT0717!UTM  12      -   0.99957171  x   0.99995663  =   0.99952836
 DT0717
 DT0717|---------------------------------------------------------------------|
 DT0717| PID    Reference Object                     Distance      Geod. Az  |
 DT0717|                                                           dddmmss.s |
 DT0717| CD2815 DIVIDE RM 1                           6.024 METERS 11657     |
 DT0717| CD2816 DIVIDE RM 2                          11.582 METERS 25716     |
 DT0717| DT0721 NUTRIOSO                            APPROX. 8.2 KM 3265100.0 |
 DT0717|---------------------------------------------------------------------|
 DT0717
 DT0717                          SUPERSEDED SURVEY CONTROL
 DT0717
 DT0717  NAD 83(1986)-  33 53 46.29595(N)    109 09 38.05284(W) AD(       ) 2
 DT0717  NAD 27      -  33 53 46.11182(N)    109 09 35.76819(W) AD(       ) 2
 DT0717  NGVD 29 (07/19/86) 2750.5    (m)         9024.     (f) VERT ANG       
 DT0717
 DT0717.Superseded values are not recommended for survey control.
 DT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0717.See file dsdata.txt to determine how the superseded data were derived.
 DT0717
 DT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7008552169(NAD 83)
 DT0717_MARKER: DD = SURVEY DISK
 DT0717_SETTING: 66 = SET IN ROCK OUTCROP
 DT0717_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0717+STABILITY: POSITION/ELEVATION WELL
 DT0717
 DT0717  HISTORY     - Date     Condition        Report By
 DT0717  HISTORY     - 1978     MONUMENTED       AZDT
 DT0717
 DT0717                          STATION DESCRIPTION
 DT0717
 DT0717'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0717'THE STATION IS ABOUT 5 MILES EAST SOUTHEAST OF NUTRIOSO, 3.25
 DT0717'MILES WEST SOUTHWEST OF ALPINE, ON THE ALPINE DIVIDE AND ABOUT
 DT0717'1500 FEET WEST OF U.S. HWY. 180-666.
 DT0717'
 DT0717'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE 1978
 DT0717'AND IS EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED WITH A WITNESS
 DT0717'POST AND SIGN 4 FEET TO EAST.
 DT0717'
 DT0717'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 DT0717'RM 1 1978 AND IS EPOXIED TO A ROCK.
 DT0717'
 DT0717'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 DT0717'RM 2 1978 EPOXIED TO A ROCK.
 DT0717'
 DT0717'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 DT0717'NUTRIOSO, TRAVEL SOUTH ON U.S. HWY. 180-666 TO MILE POST 422.11
 DT0717'AT THE SUMMIT OF THE ALPINE DIVIDE AND A WIRE GATE ON THE RIGHT,
 DT0717'PASS THROUGH GATE AND TRAVEL ON TRAIL FOR 1.15 MILES TO A FORK,
 DT0717'TAKE LEFT FORK AND GO 0.1 MILE UP HILL TO A GATE, PASS THROUGH
 DT0717'GATE AND GO 0.1 MILE TO A SADDLE AND A DIM TRAIL LEFT, TURN
 DT0717'RIGHT AND GO 100 FEET TO A POWER LINE, TURN LEFT ON POWER LINE
 DT0717'FOR 75 FEET AND TURN RIGHT ON A DIM TRAIL PASSING TO THE
 DT0717'RIGHT OF A WATER BAR, CONTINUE 300 FEET TO A FORK, TAKE LEFT
 DT0717'FORK AND GO 0.3 MILE TO ANOTHER FORK, TAKE RIGHT FORK AND GO
 DT0717'0.1 MILE TO A FENCE AND END OF TRUCK TRAVEL.  FROM HERE, PACK
 DT0717'NORTHEAST TO HIGH POINT ON RIDGE THEN EASTERLY THROUGH A
 DT0717'SMALL SADDLE TO A ROCKY OUTCROP ON EASTERN NOSE OF RIDGE ABOVE THE
 DT0717'HWY. AND THE STATION.
 DT0717'
 DT0717'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1053 ***********************************************************************
 ES1053  DESIGNATION -  DIVIDE
 ES1053  PID         -  ES1053
 ES1053  STATE/COUNTY-  AZ/NAVAJO
 ES1053  USGS QUAD   -  TENMILE CEDARS (1970)
 ES1053
 ES1053                         *CURRENT SURVEY CONTROL
 ES1053  ___________________________________________________________________
 ES1053* NAD 83(1992)-  34 41 24.67616(N)    110 05 58.78365(W)     ADJUSTED  
 ES1053* NAVD 88     -      1739.2    (meters)    5706.     (feet)  VERTCON   
 ES1053  ___________________________________________________________________
 ES1053  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ES1053  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1053
 ES1053  HORZ ORDER  -  SECOND
 ES1053
 ES1053.The horizontal coordinates were established by classical geodetic methods
 ES1053.and adjusted by the National Geodetic Survey in August 1993..
 ES1053
 ES1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1053
 ES1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1053
 ES1053.The geoid height was determined by GEOID03.
 ES1053
 ES1053;                    North         East     Units Scale Factor Converg.
 ES1053;SPC AZ E     -   409,209.833   219,499.074   MT  0.99990046   +0 02 17.3
 ES1053;SPC AZ E     - 1,342,551.95    720,141.32   iFT  0.99990046   +0 02 17.3
 ES1053;UTM  12      - 3,839,055.733   582,466.984   MT  0.99968382   +0 30 44.8
 ES1053
 ES1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1053!SPC AZ E     -   0.99973087  x   0.99990046  =   0.99963136
 ES1053!UTM  12      -   0.99973087  x   0.99968382  =   0.99941477
 ES1053
 ES1053|---------------------------------------------------------------------|
 ES1053| PID    Reference Object                     Distance      Geod. Az  |
 ES1053|                                                           dddmmss.s |
 ES1053| CD2815 DIVIDE RM 1                           7.330 METERS 09007     |
 ES1053| ES0003 P 45                                APPROX.16.3 KM 1735639.3 |
 ES1053| CD2816 DIVIDE RM 2                          10.028 METERS 27102     |
 ES1053|---------------------------------------------------------------------|
 ES1053
 ES1053                          SUPERSEDED SURVEY CONTROL
 ES1053
 ES1053  NAD 83(1986)-  34 41 24.66874(N)    110 05 58.78696(W) AD(       ) 2
 ES1053  NAD 27      -  34 41 24.55720(N)    110 05 56.36665(W) AD(       ) 2
 ES1053  NGVD 29 (07/19/86) 1738.4    (m)         5703.     (f) VERT ANG       
 ES1053
 ES1053.Superseded values are not recommended for survey control.
 ES1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1053.See file dsdata.txt to determine how the superseded data were derived.
 ES1053
 ES1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8246739056(NAD 83)
 ES1053_MARKER: DD = SURVEY DISK
 ES1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1053+STABILITY: SURFACE MOTION
 ES1053
 ES1053  HISTORY     - Date     Condition        Report By
 ES1053  HISTORY     - 1978     MONUMENTED       AZDT
 ES1053
 ES1053                          STATION DESCRIPTION
 ES1053
 ES1053'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1053'THE STATION IS ABOUT 15 MILES EAST SOUTHEAST OF HOLBROOK ON
 ES1053'A SMALL KNOLL EAST OF ARIZONA HWY. 77.
 ES1053'
 ES1053'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE 1978
 ES1053'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  STATION IS
 ES1053'1900 FEET EAST OF HWY. 77 ON A SMALL KNOLL MARKED WITH A WITNESS
 ES1053'POST AND SIGN 3.8 FEET TO NORTH.
 ES1053'
 ES1053'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 ES1053'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1053'
 ES1053'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 ES1053'RM 1 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1053'
 ES1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND
 ES1053'ARIZONA HWY. 77 IN HOLBROOK, TRAVEL SOUTH ON ARIZONA HWY. 77 FOR
 ES1053'14.9 MILES TO THE STATION ON EAST SIDE OF HWY. ON A SMALL
 ES1053'KNOLL.  ABOUT A 0.5 MILE SOUTH, THERE IS A GATE IN THE R/W FENCE
 ES1053'WHICH WILL MAKE IT POSSIBLE TO PICK WAY ACROSS COUNTY TO BASE OF
 ES1053'KNOLL.  A 10 MINUTE PACK.
 ES1053'
 ES1053'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0837 ***********************************************************************
 ES0837  DESIGNATION -  DIVIDE
 ES0837  PID         -  ES0837
 ES0837  STATE/COUNTY-  AZ/NAVAJO
 ES0837  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0837
 ES0837                         *CURRENT SURVEY CONTROL
 ES0837  ___________________________________________________________________
 ES0837* NAD 83(1992)-  34 19 58.71079(N)    110 02 55.34122(W)     ADJUSTED  
 ES0837* NAVD 88     -      1932.4    (meters)    6340.     (feet)  VERTCON   
 ES0837  ___________________________________________________________________
 ES0837  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES0837  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0837
 ES0837  HORZ ORDER  -  SECOND
 ES0837
 ES0837.The horizontal coordinates were established by classical geodetic methods
 ES0837.and adjusted by the National Geodetic Survey in August 1993..
 ES0837
 ES0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0837
 ES0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0837
 ES0837.The geoid height was determined by GEOID03.
 ES0837
 ES0837;                    North         East     Units Scale Factor Converg.
 ES0837;SPC AZ E     -   369,591.867   224,213.992   MT  0.99990145   +0 03 59.5
 ES0837;SPC AZ E     - 1,212,571.74    735,610.21   iFT  0.99990145   +0 03 59.5
 ES0837;UTM  12      - 3,799,486.353   587,507.163   MT  0.99969439   +0 32 11.6
 ES0837
 ES0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0837!SPC AZ E     -   0.99970050  x   0.99990145  =   0.99960198
 ES0837!UTM  12      -   0.99970050  x   0.99969439  =   0.99939498
 ES0837
 ES0837|---------------------------------------------------------------------|
 ES0837| PID    Reference Object                     Distance      Geod. Az  |
 ES0837|                                                           dddmmss.s |
 ES0837| ES0825 WHITE                               157.854 METERS 08106     |
 ES0837| DZ1186 DIVIDE RM 1                          21.851 METERS 21332     |
 ES0837| DZ1187 DIVIDE RM 2                          21.855 METERS 30003     |
 ES0837| ES0836 BUTTE                               APPROX. 6.9 KM 3413738.9 |
 ES0837|---------------------------------------------------------------------|
 ES0837
 ES0837                          SUPERSEDED SURVEY CONTROL
 ES0837
 ES0837  NAD 83(1986)-  34 19 58.70615(N)    110 02 55.34755(W) AD(       ) 2
 ES0837  NGVD 29 (09/20/87) 1931.5    (m)         6337.     (f) VERT ANG       
 ES0837
 ES0837.Superseded values are not recommended for survey control.
 ES0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0837.See file dsdata.txt to determine how the superseded data were derived.
 ES0837
 ES0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8750799486(NAD 83)
 ES0837_MARKER: DD = SURVEY DISK
 ES0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0837+STABILITY: SURFACE MOTION
 ES0837
 ES0837  HISTORY     - Date     Condition        Report By
 ES0837  HISTORY     - 1981     MONUMENTED       AZDT
 ES0837
 ES0837                          STATION DESCRIPTION
 ES0837
 ES0837'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0837'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF SHOW LOW ON THE CREST OF
 ES0837'A CEDAR RIDE ALONG STATE ROUTE 77 ON A GAS AND POWERLINE EASEMENT.
 ES0837'
 ES0837'THE STATION MARK IS AN ADOT DISK STAMPED---DIVIDE 1981---.  IT IS SET
 ES0837'TOP OF A CONCRETE MONUMENT 3 FEET NORTHWEST OF WITNESS POST AND 262
 ES0837'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0837'
 ES0837'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DIVIDE RM 1 1981---.  IT IS
 ES0837'IN TOP OF A CONCRETE MONUMENT.
 ES0837'
 ES0837'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DIVIDE RM 2 1981---.  IT IS
 ES0837'IN TOP OF A CONCRETE MONUMENT.
 ES0837'
 ES0837'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0837'US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77.  TURN
 ES0837'LEFT AND TRAVEL NORTHWEST ALONG SR 87 FOR 5.55 MILE TO A GATE ON THE
 ES0837'LEFT AT TOP OF RIDGE.  THE STATION IS 65 FEET WEST OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1839 ***********************************************************************
 DU1839  DESIGNATION -  DIVIDE
 DU1839  PID         -  DU1839
 DU1839  STATE/COUNTY-  AZ/GILA
 DU1839  USGS QUAD   -  PICACHO COLORADO (1988)
 DU1839
 DU1839                         *CURRENT SURVEY CONTROL
 DU1839  ___________________________________________________________________
 DU1839* NAD 83(1992)-  33 45 54.69994(N)    110 44 05.13549(W)     ADJUSTED  
 DU1839* NAVD 88     -      1313.5    (meters)    4309.     (feet)  VERTCON   
 DU1839  ___________________________________________________________________
 DU1839  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1839  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1839
 DU1839  HORZ ORDER  -  THIRD
 DU1839
 DU1839.The horizontal coordinates were established by classical geodetic methods
 DU1839.and adjusted by the National Geodetic Survey in August 1993..
 DU1839
 DU1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1839
 DU1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1839
 DU1839.The geoid height was determined by GEOID03.
 DU1839
 DU1839;                    North         East     Units Scale Factor Converg.
 DU1839;SPC AZ E     -   306,756.753   160,737.798   MT  0.99993413   -0 18 56.7
 DU1839;SPC AZ E     - 1,006,419.79    527,354.98   iFT  0.99993413   -0 18 56.7
 DU1839;UTM  12      - 3,736,153.296   524,561.575   MT  0.99960744   +0 08 50.7
 DU1839
 DU1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1839!SPC AZ E     -   0.99979798  x   0.99993413  =   0.99973212
 DU1839!UTM  12      -   0.99979798  x   0.99960744  =   0.99940550
 DU1839
 DU1839:                Primary Azimuth Mark                     Grid Az
 DU1839:SPC AZ E     -  BLACK                                    228 14 51.4
 DU1839:UTM  12      -  BLACK                                    227 47 04.0
 DU1839
 DU1839|---------------------------------------------------------------------|
 DU1839| PID    Reference Object                     Distance      Geod. Az  |
 DU1839|                                                           dddmmss.s |
 DU1839| DU2015 BLACK                               APPROX.19.5 KM 2275554.7 |
 DU1839| DU1860 DIVIDE RM 1                           9.342 METERS 24631     |
 DU1839| DU1861 DIVIDE RM 2                          12.040 METERS 33043     |
 DU1839|---------------------------------------------------------------------|
 DU1839
 DU1839                          SUPERSEDED SURVEY CONTROL
 DU1839
 DU1839  NAD 83(1986)-  33 45 54.69360(N)    110 44 05.13866(W) AD(       ) 3
 DU1839  NGVD 29 (09/20/88) 1312.9    (m)         4307.     (f) VERT ANG       
 DU1839
 DU1839.Superseded values are not recommended for survey control.
 DU1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1839.See file dsdata.txt to determine how the superseded data were derived.
 DU1839
 DU1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2456236153(NAD 83)
 DU1839_MARKER: DS = TRIANGULATION STATION DISK
 DU1839_SETTING: 80 = SET IN A BOULDER
 DU1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1839+STABILITY: SURFACE MOTION
 DU1839
 DU1839  HISTORY     - Date     Condition        Report By
 DU1839  HISTORY     - 1946     MONUMENTED       USGS
 DU1839  HISTORY     - 1966     GOOD             USGS
 DU1839
 DU1839                          STATION DESCRIPTION
 DU1839
 DU1839'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1839'LOCATED ABOUT 26 MI N. OF MIAMI, 5 MI NE. OF GLENN R. ELLISON
 DU1839'RANCH.  ON FLAT-TOPPED RIDGE BETWEEN CHERRY CREEK AND MUD SPRINGS
 DU1839'DRAW.
 DU1839'
 DU1839'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1946---, CEMENTED IN
 DU1839'ROCK.
 DU1839'
 DU1839'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1839'
 DU1839'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 DU1839
 DU1839                          STATION RECOVERY (1966)
 DU1839
 DU1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1839'RECOVERED AS DESCRIBED BY USGS.
 DU1839'
 DU1839'TO REACH FROM INTERSECTION OF U.S. HWYS. 60, 70 AND STATE HWY.
 DU1839'80, DRIVE 14.7 MI N. ON STATE HWY. 80.  AT INTERSECTION WITH STATE
 DU1839'HWY. 288 DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.  TURN
 DU1839'RIGHT ON CHERRY CREEK RD. 14.1 MI TO T-RD. (2.1 MI FROM CHERRY
 DU1839'CREEK X-ING.).  TURN RIGHT 5.2 MI E. TO STATION.  ABOUT 200 FT. E.
 DU1839'OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1861 ***********************************************************************
 DV1861  DESIGNATION -  DIXIE
 DV1861  PID         -  DV1861
 DV1861  STATE/COUNTY-  AZ/MARICOPA
 DV1861  USGS QUAD   -  NEW RIVER SE (1981)
 DV1861
 DV1861                         *CURRENT SURVEY CONTROL
 DV1861  ___________________________________________________________________
 DV1861* NAD 83(1992)-  33 45 05.27983(N)    112 05 13.57767(W)     ADJUSTED  
 DV1861* NAVD 88     -       695.0    (meters)    2280.     (feet)  VERTCON   
 DV1861  ___________________________________________________________________
 DV1861  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DV1861  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DV1861
 DV1861  HORZ ORDER  -  SECOND
 DV1861
 DV1861.The horizontal coordinates were established by classical geodetic methods
 DV1861.and adjusted by the National Geodetic Survey in August 1993..
 DV1861
 DV1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1861
 DV1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1861
 DV1861.The geoid height was determined by GEOID03.
 DV1861
 DV1861;                    North         East     Units Scale Factor Converg.
 DV1861;SPC AZ C     -   305,102.297   197,569.961   MT  0.99990307   -0 05 40.9
 DV1861;SPC AZ C     - 1,000,991.79    648,195.41   iFT  0.99990307   -0 05 40.9
 DV1861;UTM  12      - 3,735,130.375   399,314.459   MT  0.99972497   -0 36 14.5
 DV1861
 DV1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1861!SPC AZ C     -   0.99989550  x   0.99990307  =   0.99979858
 DV1861!UTM  12      -   0.99989550  x   0.99972497  =   0.99962050
 DV1861
 DV1861|---------------------------------------------------------------------|
 DV1861| PID    Reference Object                     Distance      Geod. Az  |
 DV1861|                                                           dddmmss.s |
 DV1861| CR7741 DIXIE RM 1                           11.129 METERS 17230     |
 DV1861| DV1862 DIXIE AZ MK                         APPROX. 2.4 KM 2375455.9 |
 DV1861| CR7742 DIXIE RM 2                           14.939 METERS 34317     |
 DV1861|---------------------------------------------------------------------|
 DV1861
 DV1861                          SUPERSEDED SURVEY CONTROL
 DV1861
 DV1861  NAD 83(1986)-  33 45 05.27421(N)    112 05 13.58216(W) AD(       ) 2
 DV1861  NGVD 29 (07/20/87)  694.4    (m)         2278.     (f) VERT ANG       
 DV1861
 DV1861.Superseded values are not recommended for survey control.
 DV1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1861.See file dsdata.txt to determine how the superseded data were derived.
 DV1861
 DV1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9931435130(NAD 83)
 DV1861_MARKER: DS = TRIANGULATION STATION DISK
 DV1861_SETTING: 66 = SET IN ROCK OUTCROP
 DV1861_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1861+STABILITY: POSITION/ELEVATION WELL
 DV1861
 DV1861  HISTORY     - Date     Condition        Report By
 DV1861  HISTORY     - 1986     MONUMENTED       AZDT
 DV1861
 DV1861                          STATION DESCRIPTION
 DV1861
 DV1861'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1861'THE STATION IS LOCATED 4 MILES NORTH OF DEER VALLEY AIRPORT, 2.5
 DV1861'MILES EAST OF INTERSTATE HIGHWAY 17 AND ABOUT 2 MILES NORTHEAST OF THE
 DV1861'CAP CANEL.  IT IS ON TOP OF A HILL WITH GOOD VISABILITY IN ALL
 DV1861'DIRECTIONS.
 DV1861'
 DV1861'THE STATION MARK IS AN AZDT DISK STAMPED---DIXIE 1986---.  IT IS SET
 DV1861'IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF THE HILL.
 DV1861'
 DV1861'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DIXIE RM 1 1986---.  IT IS
 DV1861'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT 12 FEET LOWER
 DV1861'THAN THE STATION.
 DV1861'
 DV1861'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DIXIE RM 2 1986---.  IT IS
 DV1861'SET IN A LARGE BOULDER WHICH IS ABOUT 3 FEET LOWER THAN THE STATION.
 DV1861'
 DV1861'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DIXIE AZ 1986---.  IT IS
 DV1861'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE SOUTH WALKWAY OF A
 DV1861'CAP CANEL BRIDGE.
 DV1861'
 DV1861'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND HAPPY VALLEY
 DV1861'ROAD INTERCHANGE A FEW MILES NORTH OF PHOENIX TRAVEL NORTH ALONG THE
 DV1861'EAST FRONTAGE ROAD FOR 1.0 MILE TO A BLADED ROAD ON THE RIGHT.  TURN
 DV1861'RIGHT AND TRAVEL EAST AND NORTH FOR 1.3 MILES TO THE CAP CANEL.  THE
 DV1861'AZIMUTH MARK IS ON THE CAP BRIDGE.  BEAR LEFT AND TRAVEL NORTH FOR 0.5
 DV1861'MILE TO A TRACK CROSS ROAD.  TURN RIGHT AND TRAVEL EAST FOR 0.6 MILE
 DV1861'TO A SHARP RIGHT TURN LEADING SOUTH UP A SMALL STEEP HILL AND END OF
 DV1861'TRUCK TRAVEL.  PACK EAST ALONG THE SOUTH SIDE OF A DRAIN FOR ABOUT 1/2
 DV1861'MILE TO THE BASE OF A HILL, CONTINUE NORTHEAST TO THE TOP OF THE HILL
 DV1861'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2230 ***********************************************************************
 DV2230  DESIGNATION -  DOBB
 DV2230  PID         -  DV2230
 DV2230  STATE/COUNTY-  AZ/MARICOPA
 DV2230  USGS QUAD   -  LAVEEN (1973)
 DV2230
 DV2230                         *CURRENT SURVEY CONTROL
 DV2230  ___________________________________________________________________
 DV2230* NAD 83(1992)-  33 21 38.42915(N)    112 11 10.18640(W)     ADJUSTED  
 DV2230* NAVD 88     -       313.6    (meters)    1029.     (feet)  VERTCON   
 DV2230  ___________________________________________________________________
 DV2230  X           -  -2,013,764.336 (meters)                     COMP
 DV2230  Y           -  -4,937,987.431 (meters)                     COMP
 DV2230  Z           -   3,487,593.958 (meters)                     COMP
 DV2230  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DV2230  ELLIP HEIGHT-         283.59  (meters)          (06/11/02) GPS OBS
 DV2230  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2230
 DV2230  HORZ ORDER  -  FIRST
 DV2230  ELLP ORDER  -  FOURTH    CLASS II
 DV2230
 DV2230.The horizontal coordinates were established by GPS observations
 DV2230.and adjusted by the National Geodetic Survey in August 1993..
 DV2230
 DV2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2230
 DV2230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2230
 DV2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2230
 DV2230.The ellipsoidal height was determined by GPS observations
 DV2230.and is referenced to NAD 83.
 DV2230
 DV2230.The geoid height was determined by GEOID03.
 DV2230
 DV2230;                    North         East     Units Scale Factor Converg.
 DV2230;SPC AZ C     -   261,781.576   188,280.154   MT  0.99990775   -0 08 53.5
 DV2230;SPC AZ C     -   858,863.44    617,717.04   iFT  0.99990775   -0 08 53.5
 DV2230;UTM  12      - 3,691,900.769   389,643.498   MT  0.99975015   -0 39 08.4
 DV2230
 DV2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2230!SPC AZ C     -   0.99995548  x   0.99990775  =   0.99986323
 DV2230!UTM  12      -   0.99995548  x   0.99975015  =   0.99970564
 DV2230
 DV2230                          SUPERSEDED SURVEY CONTROL
 DV2230
 DV2230  ELLIP H (08/23/93)  283.64   (m)                       GP(       ) 4 2
 DV2230  NAD 83(1986)-  33 21 38.42310(N)    112 11 10.19170(W) AD(       ) 1
 DV2230  NGVD 29 (09/11/89)  313.0    (m)         1027.     (f) GPS OBS        
 DV2230
 DV2230.Superseded values are not recommended for survey control.
 DV2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2230.See file dsdata.txt to determine how the superseded data were derived.
 DV2230
 DV2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8964391901(NAD 83)
 DV2230_MARKER: DD = SURVEY DISK
 DV2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2230+STABILITY: SURFACE MOTION
 DV2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2230+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2230
 DV2230  HISTORY     - Date     Condition        Report By
 DV2230  HISTORY     - 1986     MONUMENTED       AZDT
 DV2230
 DV2230                          STATION DESCRIPTION
 DV2230
 DV2230'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2230'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) EAST-SOUTHEAST OF LAVEEN,
 DV2230'ARIZONA.
 DV2230'
 DV2230'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND
 DV2230'DOBBINS ROAD, GO WEST ON DOBBINS ROAD FOR 1.6 KM (1 MI) TO 59TH
 DV2230'AVENUE, TURN LEFT ON 59TH AVENUE AND GO SOUTH FOR 0.24 KM (0.15 MI)
 DV2230'TO THE STATION ON THE LEFT.
 DV2230'
 DV2230'THE STATION IS A STANDARD AGS DISK
 DV2230'STAMPED---DOBB 1986---,
 DV2230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2230'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DV2230'9.57 METERS (31.4 FT) EAST FROM THE CENTERLINE OF 59TH AVENUE,
 DV2230'0.52 METERS (1.7 FT) WEST FROM A NORTH-SOUTH FENCE,
 DV2230'1.43 METERS (4.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2230'1.43 METERS (4.7 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN.
 DV2230'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2230'STAMPED---DOBB 1986---,
 DV2230'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0532 ***********************************************************************
 ER0532  DESIGNATION -  DOBBS
 ER0532  PID         -  ER0532
 ER0532  STATE/COUNTY-  AZ/APACHE
 ER0532  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0532
 ER0532                         *CURRENT SURVEY CONTROL
 ER0532  ___________________________________________________________________
 ER0532* NAD 83(1992)-  34 16 22.53838(N)    109 45 31.71260(W)     ADJUSTED  
 ER0532* NAVD 88     -      2105.7    (meters)    6908.     (feet)  VERTCON   
 ER0532  ___________________________________________________________________
 ER0532  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 ER0532  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 ER0532
 ER0532  HORZ ORDER  -  SECOND
 ER0532
 ER0532.The horizontal coordinates were established by classical geodetic methods
 ER0532.and adjusted by the National Geodetic Survey in August 1993..
 ER0532
 ER0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0532
 ER0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0532
 ER0532.The geoid height was determined by GEOID03.
 ER0532
 ER0532;                    North         East     Units Scale Factor Converg.
 ER0532;SPC AZ E     -   363,000.520   250,915.264   MT  0.99991738   +0 13 46.9
 ER0532;SPC AZ E     - 1,190,946.59    823,212.81   iFT  0.99991738   +0 13 46.9
 ER0532;UTM  12      - 3,793,115.273   614,256.707   MT  0.99976092   +0 41 56.5
 ER0532
 ER0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0532!SPC AZ E     -   0.99967319  x   0.99991738  =   0.99959060
 ER0532!UTM  12      -   0.99967319  x   0.99976092  =   0.99943419
 ER0532
 ER0532:                Primary Azimuth Mark                     Grid Az
 ER0532:SPC AZ E     -  STEVENS                                  097 27 55.0
 ER0532:UTM  12      -  STEVENS                                  096 59 45.4
 ER0532
 ER0532|---------------------------------------------------------------------|
 ER0532| PID    Reference Object                     Distance      Geod. Az  |
 ER0532|                                                           dddmmss.s |
 ER0532| ER0512 STEVENS                             APPROX. 1.7 KM 0974141.9 |
 ER0532| CD2817 DOBBS RM 1                            9.628 METERS 11807     |
 ER0532| CD2818 DOBBS RM 2                            9.788 METERS 25724     |
 ER0532|---------------------------------------------------------------------|
 ER0532
 ER0532                          SUPERSEDED SURVEY CONTROL
 ER0532
 ER0532  NAD 83(1986)-  34 16 22.53581(N)    109 45 31.72002(W) AD(       ) 2
 ER0532  NAD 27      -  34 16 22.38246(N)    109 45 29.34859(W) AD(       ) 2
 ER0532  NGVD 29 (07/19/86) 2104.8    (m)         6905.     (f) VERT ANG       
 ER0532
 ER0532.Superseded values are not recommended for survey control.
 ER0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0532.See file dsdata.txt to determine how the superseded data were derived.
 ER0532
 ER0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1425793115(NAD 83)
 ER0532_MARKER: DD = SURVEY DISK
 ER0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0532+STABILITY: SURFACE MOTION
 ER0532
 ER0532  HISTORY     - Date     Condition        Report By
 ER0532  HISTORY     - 1979     MONUMENTED       AZDT
 ER0532  HISTORY     - 20050729 GOOD             USPSQD
 ER0532
 ER0532                          STATION DESCRIPTION
 ER0532
 ER0532'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0532'THE STATION IS LOCATED ABOUT 29 MILES WEST-NORTHWEST OF SPRINGERVILLE,
 ER0532'17 MILES WEST-SOUTHWEST OF CONCHO ALONG U.S. HIGHWAY 60.
 ER0532'
 ER0532'THE STATION MARK IS AN ADOT DISK STAMPED---DOBBS 1979---IT IS SET IN
 ER0532'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 62 FEET SOUTH OF THE CENTER
 ER0532'LINE OF THE HIGHWAY AND 3.7 FEET NORTH OF THE WITNESS POST.
 ER0532'
 ER0532'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DOBBS RM 1 1979---IT IS
 ER0532'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 73 FEET SOUTH OF
 ER0532'THE CENTERLINE OF THE HIGHWAY.
 ER0532'
 ER0532'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DOBBS RM 2 1979---IT IS
 ER0532'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 73 FEET SOUTH OF
 ER0532'THE CENTERLINE OF THE HIGHWAY.
 ER0532'
 ER0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 77 AND 260
 ER0532'IN SHOW LOW, TRAVEL EAST ALONG U.S. 60 FOR 11 MILES TO THE JUNCTION OF
 ER0532'U.S.60 AND SR 61.  BEAR RIGHT ALONG U.S. 60 FOR 4.5 MILES TO MILE POST
 ER0532'357.5 AND THE STATION ON THE RIGHT.
 ER0532
 ER0532                          STATION RECOVERY (2005)
 ER0532
 ER0532'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0532'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0970 ***********************************************************************
 EU0970  DESIGNATION -  DOCK
 EU0970  PID         -  EU0970
 EU0970  STATE/COUNTY-  AZ/LA PAZ
 EU0970  USGS QUAD   -  PARKER (1975)
 EU0970
 EU0970                         *CURRENT SURVEY CONTROL
 EU0970  ___________________________________________________________________
 EU0970* NAD 83(1992)-  34 10 09.36418(N)    114 16 04.17127(W)     ADJUSTED  
 EU0970* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 EU0970  ___________________________________________________________________
 EU0970  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 EU0970  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EU0970
 EU0970  HORZ ORDER  -  THIRD
 EU0970
 EU0970.The horizontal coordinates were established by classical geodetic methods
 EU0970.and adjusted by the National Geodetic Survey in August 1993..
 EU0970
 EU0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0970
 EU0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0970
 EU0970.The geoid height was determined by GEOID03.
 EU0970
 EU0970;                    North         East     Units Scale Factor Converg.
 EU0970;SPC AZ W     -   351,560.706   165,618.855   MT  0.99996142   -0 17 27.0
 EU0970;SPC AZ W     - 1,153,414.39    543,368.95   iFT  0.99996142   -0 17 27.0
 EU0970;SPC CA 5     -   580,626.330 2,344,022.508   MT  0.99997332   +2 07 38.6
 EU0970;SPC CA 5     - 1,904,938.22  7,690,347.18   sFT  0.99997332   +2 07 38.6
 EU0970;SPC CA 6     -   723,842.702 2,182,758.764   MT  1.00006028   +1 05 21.3
 EU0970;SPC CA 6     - 2,374,807.26  7,161,267.71   sFT  1.00006028   +1 05 21.3
 EU0970;UTM  11      - 3,784,298.299   751,844.357   MT  1.00038191   +1 32 07.1
 EU0970
 EU0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0970!SPC AZ W     -   0.99998729  x   0.99996142  =   0.99994871
 EU0970!SPC CA 5     -   0.99998729  x   0.99997332  =   0.99996061
 EU0970!SPC CA 6     -   0.99998729  x   1.00006028  =   1.00004757
 EU0970!UTM  11      -   0.99998729  x   1.00038191  =   1.00036920
 EU0970
 EU0970|---------------------------------------------------------------------|
 EU0970| PID    Reference Object                     Distance      Geod. Az  |
 EU0970|                                                           dddmmss.s |
 EU0970| CC4658 DOCK RM 1                             6.451 METERS 16018     |
 EU0970| CC4659 DOCK RM 2                             6.433 METERS 25458     |
 EU0970| EU0977 FILL                                APPROX. 1.5 KM 2742908.2 |
 EU0970|---------------------------------------------------------------------|
 EU0970
 EU0970                          SUPERSEDED SURVEY CONTROL
 EU0970
 EU0970  NAD 83(1986)-  34 10 09.36507(N)    114 16 04.17724(W) AD(       ) 3
 EU0970  NAD 27      -  34 10 09.30826(N)    114 16 01.35839(W) AD(       ) 3
 EU0970  NGVD 29 (07/19/86)  111.6    (m)          366.     (f) VERT ANG       
 EU0970
 EU0970.Superseded values are not recommended for survey control.
 EU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0970.See file dsdata.txt to determine how the superseded data were derived.
 EU0970
 EU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5184484298(NAD 83)
 EU0970_MARKER: DS = TRIANGULATION STATION DISK
 EU0970_SETTING: 0 = UNSPECIFIED SETTING
 EU0970
 EU0970  HISTORY     - Date     Condition        Report By
 EU0970  HISTORY     - 1964     MONUMENTED       CGS
 EU0970
 EU0970                          STATION DESCRIPTION
 EU0970
 EU0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0970'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF PARKER, 2
 EU0970'MILES EAST OF EARP, CALIFORNIA, AND ON THE SOUTHEAST SHORE
 EU0970'LINE OF THE COLORADO RIVER.  IT IS INSIDE THE FENCED AREA OF
 EU0970'THE BLUE WATER MARINE PARK ON PROPERTY OF THE COLORADO RIVER
 EU0970'INDIAN RESERVATION.
 EU0970'
 EU0970'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0970'AVENUE AND RIVER SIDE ROAD (SPUR 95 AND STATE HIGHWAY 95)
 EU0970'IN PARKER, GO NORTHEASTERLY ON RIVER SIDE ROAD (STATE HIGHWAY
 EU0970'95) FOR 1.95 MILES TO THE WEST ENTRANCE GATE OF THE BLUE WATER
 EU0970'MARINE PARK ON THE LEFT.  TURN LEFT, PASSING THROUGH THE
 EU0970'GATE, AND GO NORTHEAST FOR 0.05 MILE TO THE JUDGES STAND
 EU0970'AND THE STATION ON THE NORTHEAST CORNER AS DESCRIBED.
 EU0970'
 EU0970'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE,
 EU0970'SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED DOCK
 EU0970'1964.  IT IS 2.6 FEET NORTH OF THE NORTH CORNER OF THE JUDGES
 EU0970'STAND, 1.8 FEET SOUTHWEST OF THE NORTHEAST EDGE AND 1.8 FEET
 EU0970'SOUTHEAST OF THE NORTHWEST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0970'HOLE, SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED
 EU0970'DOCK NO 1 1964.  IT IS 3.8 FEET EAST OF THE EAST CORNER OF THE
 EU0970'JUDGES STAND, 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE AND 1 FOOT
 EU0970'NORTHWEST OF THE SOUTHEAST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0970'HOLE, SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED
 EU0970'DOCK NO 2 1964.  IT IS 3.8 FEET WEST OF THE WEST CORNER OF THE
 EU0970'JUDGES STAND, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE AND 1 FOOT
 EU0970'NORTHEAST OF THE SOUTHWEST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 EU0970'
 EU0970'THIS STATION WAS USED TO LOCATE BDRY. PT. NO. 7 CALIF-ARIZ
 EU0970'WHICH IS IN THE CENTER OF THE COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0249 ***********************************************************************
 GO0249  DESIGNATION -  DOG
 GO0249  PID         -  GO0249
 GO0249  STATE/COUNTY-  AZ/APACHE
 GO0249  USGS QUAD   -  MANY FARMS SW (1968)
 GO0249
 GO0249                         *CURRENT SURVEY CONTROL
 GO0249  ___________________________________________________________________
 GO0249* NAD 83(1992)-  36 17 01.19459(N)    109 38 34.89185(W)     ADJUSTED  
 GO0249* NAVD 88     -      1765.7    (meters)    5793.     (feet)  VERTCON   
 GO0249  ___________________________________________________________________
 GO0249  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GO0249  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0249
 GO0249  HORZ ORDER  -  THIRD
 GO0249
 GO0249.The horizontal coordinates were established by classical geodetic methods
 GO0249.and adjusted by the National Geodetic Survey in August 1993..
 GO0249
 GO0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0249
 GO0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0249
 GO0249.The geoid height was determined by GEOID03.
 GO0249
 GO0249;                    North         East     Units Scale Factor Converg.
 GO0249;SPC AZ E     -   586,112.899   260,399.249   MT  0.99992725   +0 18 35.6
 GO0249;SPC AZ E     - 1,922,942.58    854,328.24   iFT  0.99992725   +0 18 35.6
 GO0249;UTM  12      - 4,016,265.910   621,864.840   MT  0.99978298   +0 48 11.3
 GO0249
 GO0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0249!SPC AZ E     -   0.99972616  x   0.99992725  =   0.99965343
 GO0249!UTM  12      -   0.99972616  x   0.99978298  =   0.99950920
 GO0249
 GO0249:                Primary Azimuth Mark                     Grid Az
 GO0249:SPC AZ E     -  VALLEY                                   091 14 20.9
 GO0249:UTM  12      -  VALLEY                                   090 44 45.2
 GO0249
 GO0249|---------------------------------------------------------------------|
 GO0249| PID    Reference Object                     Distance      Geod. Az  |
 GO0249|                                                           dddmmss.s |
 GO0249| GO0278 VALLEY                              APPROX. 6.3 KM 0913256.5 |
 GO0249|---------------------------------------------------------------------|
 GO0249
 GO0249                          SUPERSEDED SURVEY CONTROL
 GO0249
 GO0249  NAD 83(1986)-  36 17 01.19521(N)    109 38 34.88984(W) AD(       ) 3
 GO0249  NGVD 29 (08/22/88) 1764.8    (m)         5790.     (f) VERT ANG       
 GO0249
 GO0249.Superseded values are not recommended for survey control.
 GO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0249.See file dsdata.txt to determine how the superseded data were derived.
 GO0249
 GO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF2186516266(NAD 83)
 GO0249_MARKER: DS = TRIANGULATION STATION DISK
 GO0249_SETTING: 80 = SET IN A BOULDER
 GO0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0249+STABILITY: SURFACE MOTION
 GO0249
 GO0249  HISTORY     - Date     Condition        Report By
 GO0249  HISTORY     - 1949     MONUMENTED       USGS
 GO0249  HISTORY     - 1955     GOOD             USGS
 GO0249  HISTORY     - 1968     GOOD             USGS
 GO0249
 GO0249                          STATION DESCRIPTION
 GO0249
 GO0249'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0249'LOCATED ABOUT 8 MI N. AND 5 MI W. OF CHINLE INDIAN SCHOOL.  ON RIM
 GO0249'OF MESA W. OF CHINLE VALLEY RD., ON SMALL MESA PROMONTORY ABOUT
 GO0249'15 FT FROM MESA DROP OFF.
 GO0249'
 GO0249'SEE 1955 RECOVERY FOR TO REACH.
 GO0249'
 GO0249'STATION MARK--STANDARD TABLET STAMPED---DOG 1949---, CEMENTED IN
 GO0249'SMALL BOULDER.
 GO0249'
 GO0249'RM 1--STANDARD RM TABLET STAMPED---1---, IN SMALL BOULDER.
 GO0249'
 GO0249'RM 2--STANDARD RM TABLET STAMPED---2---, IN SMALL BOULDER.
 GO0249
 GO0249                          STATION RECOVERY (1955)
 GO0249
 GO0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0249'DESCRIBED BY USGS IN 1949.  CHINLE INDIAN SCHOOL IN 1949
 GO0249'LOCATED IS NOW CHINLE POST OFFICE.  RMS NOT FOUND.  NEW RMS
 GO0249'SET.
 GO0249'
 GO0249'TO REACH FROM CHINLE POST OFFICE, DRIVE 1.2 MI W. TO RD. FORKS.
 GO0249'TURN RIGHT TOWARD MANY FARMS 11.2 MI TO FORKS TO ROUGH ROCK.  TAKE
 GO0249'LEFT FORK 2.2 MI TO TRACK RD. LEFT.  LEAVE MAIN-TRAVELED RD. S.
 GO0249'0.3 MI TO WIRE GATE IN FENCE, CONTINUE 0.2 MI ACROSS DEEP WASH.
 GO0249'TURN E. UP SLOPE ALONG RIM ABOUT 70 FT E. OF MAN-MADE CEMENT AND
 GO0249'ROCK WALL.  FOLLOW RIM OF MESA 2.6 MI TO STATION.
 GO0249'
 GO0249'RM 1--STANDARD RM TABLET STAMPED---DOG RESET 1955 NO 1---, CEMENTED
 GO0249'IN ROCK.
 GO0249'
 GO0249'RM 2--STANDARD RM TABLET STAMPED---DOG RESET 1955 NO 2---, CEMENTED
 GO0249'IN ROCK.
 GO0249
 GO0249                          STATION RECOVERY (1968)
 GO0249
 GO0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0249'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1277 ***********************************************************************
 DA1277  DESIGNATION -  DOGIE
 DA1277  PID         -  DA1277
 DA1277  STATE/COUNTY-  AZ/MARICOPA
 DA1277  USGS QUAD   -  BLACK GAP (1986)
 DA1277
 DA1277                         *CURRENT SURVEY CONTROL
 DA1277  ___________________________________________________________________
 DA1277* NAD 83(1992)-  32 50 10.22142(N)    112 49 06.32244(W)     ADJUSTED  
 DA1277* NAVD 88     -       363.9    (meters)    1194.     (feet)  VERTCON   
 DA1277  ___________________________________________________________________
 DA1277  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DA1277  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA1277
 DA1277  HORZ ORDER  -  THIRD
 DA1277
 DA1277.The horizontal coordinates were established by classical geodetic methods
 DA1277.and adjusted by the National Geodetic Survey in August 1993..
 DA1277
 DA1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1277
 DA1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1277
 DA1277.The geoid height was determined by GEOID03.
 DA1277
 DA1277;                    North         East     Units Scale Factor Converg.
 DA1277;SPC AZ C     -   203,944.654   128,939.578   MT  0.99998785   -0 29 20.4
 DA1277;SPC AZ C     -   669,109.76    423,030.11   iFT  0.99998785   -0 29 20.4
 DA1277;UTM  12      - 3,634,590.026   329,805.404   MT  0.99995717   -0 59 10.5
 DA1277
 DA1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1277!SPC AZ C     -   0.99994777  x   0.99998785  =   0.99993562
 DA1277!UTM  12      -   0.99994777  x   0.99995717  =   0.99990495
 DA1277
 DA1277:                Primary Azimuth Mark                     Grid Az
 DA1277:SPC AZ C     -  MITCH RESET                              069 25 08.7
 DA1277:UTM  12      -  MITCH RESET                              069 54 58.8
 DA1277
 DA1277|---------------------------------------------------------------------|
 DA1277| PID    Reference Object                     Distance      Geod. Az  |
 DA1277|                                                           dddmmss.s |
 DA1277| DA1546 MITCH RESET                         APPROX.24.9 KM 0685548.3 |
 DA1277|---------------------------------------------------------------------|
 DA1277
 DA1277                          SUPERSEDED SURVEY CONTROL
 DA1277
 DA1277  NAD 83(1986)-  32 50 10.21266(N)    112 49 06.32733(W) AD(       ) 3
 DA1277  NGVD 29 (06/20/88)  363.3    (m)         1192.     (f) VERT ANG       
 DA1277
 DA1277.Superseded values are not recommended for survey control.
 DA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1277.See file dsdata.txt to determine how the superseded data were derived.
 DA1277
 DA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2980534590(NAD 83)
 DA1277_MARKER: DS = TRIANGULATION STATION DISK
 DA1277_SETTING: 80 = SET IN A BOULDER
 DA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1277+STABILITY: SURFACE MOTION
 DA1277
 DA1277  HISTORY     - Date     Condition        Report By
 DA1277  HISTORY     - 1948     MONUMENTED       USGS
 DA1277
 DA1277                          STATION DESCRIPTION
 DA1277
 DA1277'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1277'LOCATED ABOUT 10.0 MI SW. OF GILA BEND, 4.0 MI N. OF BLACK GAP.
 DA1277'ON TOP OF SMALL RANGE OF LOW HILLS.
 DA1277'
 DA1277'TO REACH FROM GILA BEND, DRIVE 11.0 MI SW. ALONG STATE HWY. 85 TO
 DA1277'FIRST SMALL ROCKY HILLS ON SOUTH SIDE OF RD.  TURN NW. 2.5 MI
 DA1277'CROSS-COUNTRY TO BASE OF ISOLATED GROUP OF LOW BLACK HILLS.  PACK
 DA1277'UP EAST SLOPE TO HIGHEST POINT AND STATION.  ABOUT A 10-MINUTE
 DA1277'PACK.
 DA1277'
 DA1277'STATION MARK--STANDARD TABLET STAMPED---DOGIE 1948---, CEMENTED IN
 DA1277'TOP OF NATURALLY-EMBEDDED ROCK.
 DA1277'
 DA1277'RM 1--STANDARD RM TABLET STAMPED---DOGIE NO 1 1948---, CEMENTED IN
 DA1277'TOP OF LARGE BOULDER.
 DA1277'
 DA1277'RM 2--STANDARD RM TABLET STAMPED---DOGIE NO 2 1948---, CEMENTED IN
 DA1277'TOP OF NATURALLY-EMBEDDED ROCK.
 DA1277'
 DA1277'1968 NOTE BY USE--RM 2 BOULDER IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0850 ***********************************************************************
 ES0850  DESIGNATION -  DOGIE
 ES0850  PID         -  ES0850
 ES0850  STATE/COUNTY-  AZ/COCONINO
 ES0850  USGS QUAD   -  QUAYLE HILL (1971)
 ES0850
 ES0850                         *CURRENT SURVEY CONTROL
 ES0850  ___________________________________________________________________
 ES0850* NAD 83(1992)-  34 40 42.12729(N)    111 06 44.46445(W)     ADJUSTED  
 ES0850* NAVD 88     -      2040.0    (meters)    6693.     (feet)  VERTCON   
 ES0850  ___________________________________________________________________
 ES0850  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 ES0850  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0850
 ES0850  HORZ ORDER  -  SECOND
 ES0850
 ES0850.The horizontal coordinates were established by classical geodetic methods
 ES0850.and adjusted by the National Geodetic Survey in August 1993..
 ES0850
 ES0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0850
 ES0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0850
 ES0850.The geoid height was determined by GEOID03.
 ES0850
 ES0850;                    North         East     Units Scale Factor Converg.
 ES0850;SPC AZ C     -   408,191.123   287,064.118   MT  0.99996693   +0 27 27.5
 ES0850;SPC AZ C     - 1,339,209.72    941,811.41   iFT  0.99996693   +0 27 27.5
 ES0850;UTM  12      - 3,837,382.062   489,707.807   MT  0.99960131   -0 03 50.1
 ES0850
 ES0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0850!SPC AZ C     -   0.99968358  x   0.99996693  =   0.99965052
 ES0850!UTM  12      -   0.99968358  x   0.99960131  =   0.99928502
 ES0850
 ES0850:                Primary Azimuth Mark                     Grid Az
 ES0850:SPC AZ C     -  COCO                                     164 30 51.3
 ES0850:UTM  12      -  COCO                                     165 02 08.9
 ES0850
 ES0850|---------------------------------------------------------------------|
 ES0850| PID    Reference Object                     Distance      Geod. Az  |
 ES0850|                                                           dddmmss.s |
 ES0850| ES0848 COCO                                464.342 METERS 1645818.8 |
 ES0850| DZ1286 DOGIE RM 1                            9.413 METERS 17212     |
 ES0850| DZ1287 DOGIE RM 2                            9.215 METERS 25805     |
 ES0850| ES0870 NINO                                APPROX. 0.5 KM 3541544.5 |
 ES0850| ES0963 CHAVES                              APPROX.10.7 KM 3543048.2 |
 ES0850|---------------------------------------------------------------------|
 ES0850
 ES0850                          SUPERSEDED SURVEY CONTROL
 ES0850
 ES0850  NAD 83(1986)-  34 40 42.12092(N)    111 06 44.46828(W) AD(       ) 2
 ES0850  NGVD 29 (07/10/87) 2039.0    (m)         6690.     (f) VERT ANG       
 ES0850
 ES0850.Superseded values are not recommended for survey control.
 ES0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0850.See file dsdata.txt to determine how the superseded data were derived.
 ES0850
 ES0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8970837382(NAD 83)
 ES0850_MARKER: DS = TRIANGULATION STATION DISK
 ES0850_SETTING: 80 = SET IN A BOULDER
 ES0850_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0850+STABILITY: SURFACE MOTION
 ES0850
 ES0850  HISTORY     - Date     Condition        Report By
 ES0850  HISTORY     - 1981     MONUMENTED       AZDT
 ES0850
 ES0850                          STATION DESCRIPTION
 ES0850
 ES0850'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0850'THE STATION IS LOCATED 6 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0850'STATION ALONG ARIZONA HIGHWAY 87.
 ES0850'
 ES0850'THE STATION MARK IS AN AZDT DISK STAMPED---DOGIE 1981---SET IN A
 ES0850'DRILL HOLE IN A BOULDER, 37 FEET WEST OF THE HIGHWAY AND 3 FEET EAST
 ES0850'OF A CAIRN.
 ES0850'
 ES0850'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DOGIE RM 1 1981---SET
 ES0850'IN A DRILL HOLE IN A BOULDER.
 ES0850'
 ES0850'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DOGIE RM 2 1981---SET
 ES0850'IN A DRILL HOLE IN A BOULDER.
 ES0850'
 ES0850'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0850'SR 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.  CONTINUE NORTH
 ES0850'ALONG THE HIGHWAY FOR 8.05 MILES TO THE STATION ON THE LEFT, 350 FEET
 ES0850'NORTH OF A TRAIL ON THE LEFT AND AT MILEPOST 307.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5769 ***********************************************************************
 DH5769  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5769  DESIGNATION -  DOMANN
 DH5769  PID         -  DH5769
 DH5769  STATE/COUNTY-  AZ/COCHISE
 DH5769  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5769
 DH5769                         *CURRENT SURVEY CONTROL
 DH5769  ___________________________________________________________________
 DH5769* NAD 83(1992)-  32 02 09.86874(N)    109 47 48.92775(W)     ADJUSTED  
 DH5769* NAVD 88     -      1276.67   (meters)    4188.5    (feet)  GPS OBS   
 DH5769  ___________________________________________________________________
 DH5769  X           -  -1,833,313.802 (meters)                     COMP
 DH5769  Y           -  -5,093,082.780 (meters)                     COMP
 DH5769  Z           -   3,364,485.926 (meters)                     COMP
 DH5769  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DH5769  ELLIP HEIGHT-        1249.47  (meters)          (08/22/05) GPS OBS
 DH5769  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH5769
 DH5769  HORZ ORDER  -  B
 DH5769  ELLP ORDER  -  FOURTH    CLASS II
 DH5769
 DH5769.The horizontal coordinates were established by GPS observations
 DH5769.and adjusted by the National Geodetic Survey in August 2005..
 DH5769
 DH5769.The orthometric height was determined by GPS observations and a
 DH5769.high-resolution geoid model using precise GPS observation and
 DH5769.processing techniques.
 DH5769
 DH5769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5769
 DH5769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5769
 DH5769.The ellipsoidal height was determined by GPS observations
 DH5769.and is referenced to NAD 83.
 DH5769
 DH5769.The geoid height was determined by GEOID03.
 DH5769
 DH5769;                    North         East     Units Scale Factor Converg.
 DH5769;SPC AZ E     -   114,926.607   248,281.039   MT  0.99991503   +0 11 46.1
 DH5769;SPC AZ E     -   377,055.80    814,570.34   iFT  0.99991503   +0 11 46.1
 DH5769;UTM  12      - 3,545,066.996   613,596.086   MT  0.99975914   +0 38 17.7
 DH5769
 DH5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5769!SPC AZ E     -   0.99980385  x   0.99991503  =   0.99971890
 DH5769!UTM  12      -   0.99980385  x   0.99975914  =   0.99956304
 DH5769
 DH5769                          SUPERSEDED SURVEY CONTROL
 DH5769
 DH5769.No superseded survey control is available for this station.
 DH5769
 DH5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1359645067(NAD 83)
 DH5769_MARKER: DD = SURVEY DISK
 DH5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5769_STAMPING: DOMANN 2004
 DH5769_MARK LOGO: AZ-003
 DH5769_PROJECTION: FLUSH
 DH5769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5769+STABILITY: SURFACE MOTION
 DH5769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5769+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5769
 DH5769  HISTORY     - Date     Condition        Report By
 DH5769  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5769
 DH5769                          STATION DESCRIPTION
 DH5769
 DH5769'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5769'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5769'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5769'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5769'SETTELMENT FOR APPROX. 10.0 MILES TO BAKER RD. TURN RT. AND HEAD WEST
 DH5769'FOR 2.0 MILES TO A DIRT ROAD THAT BEARS SOUTH. TRAVEL SOUTH ON THE
 DH5769'DIRT ROAD 1.0 MILES AROUND AN OLD CORRAL AND ALONG A FENCE LINE TO THE
 DH5769'STATION. THE STATION IS APPROXIMATELY 80 FEET WEST OF A FENCE LINE
 DH5769'INTERSECTION.
 DH5769' 
 DH5769'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5769'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5769'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1026 ***********************************************************************
 ES1026  DESIGNATION -  DOME
 ES1026  PID         -  ES1026
 ES1026  STATE/COUNTY-  AZ/YAVAPAI
 ES1026  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1026
 ES1026                         *CURRENT SURVEY CONTROL
 ES1026  ___________________________________________________________________
 ES1026* NAD 83(1992)-  34 32 49.56731(N)    111 56 29.97621(W)     ADJUSTED  
 ES1026* NAVD 88     -      1649.0    (meters)    5410.     (feet)  VERTCON   
 ES1026  ___________________________________________________________________
 ES1026  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 ES1026  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ES1026
 ES1026  HORZ ORDER  -  SECOND
 ES1026
 ES1026.The horizontal coordinates were established by classical geodetic methods
 ES1026.and adjusted by the National Geodetic Survey in August 1993..
 ES1026
 ES1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1026
 ES1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1026
 ES1026.The geoid height was determined by GEOID03.
 ES1026
 ES1026;                    North         East     Units Scale Factor Converg.
 ES1026;SPC AZ C     -   393,336.638   211,066.129   MT  0.99990006   -0 00 51.0
 ES1026;SPC AZ C     - 1,290,474.53    692,474.18   iFT  0.99990006   -0 00 51.0
 ES1026;UTM  12      - 3,823,222.924   413,599.801   MT  0.99969201   -0 32 02.5
 ES1026
 ES1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1026!SPC AZ C     -   0.99974529  x   0.99990006  =   0.99964538
 ES1026!UTM  12      -   0.99974529  x   0.99969201  =   0.99943738
 ES1026
 ES1026|---------------------------------------------------------------------|
 ES1026| PID    Reference Object                     Distance      Geod. Az  |
 ES1026|                                                           dddmmss.s |
 ES1026| ES1027 5408 VA                              15.655 METERS 10431     |
 ES1026| CH3061 DOME RM 1                            10.256 METERS 19209     |
 ES1026| ES0599 AY 3                                APPROX. 2.5 KM 2350937.8 |
 ES1026| ES1039 SHEEP                               APPROX.23.6 KM 3582357.4 |
 ES1026|---------------------------------------------------------------------|
 ES1026
 ES1026                          SUPERSEDED SURVEY CONTROL
 ES1026
 ES1026  NAD 83(1986)-  34 32 49.56243(N)    111 56 29.97360(W) AD(       ) 2
 ES1026  NAD 27      -  34 32 49.46850(N)    111 56 27.42300(W) AD(       ) 2
 ES1026  NGVD 29 (07/19/86) 1648.2    (m)         5407.     (f) VERT ANG       
 ES1026
 ES1026.Superseded values are not recommended for survey control.
 ES1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1026.See file dsdata.txt to determine how the superseded data were derived.
 ES1026
 ES1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1360023223(NAD 83)
 ES1026_MARKER: DS = TRIANGULATION STATION DISK
 ES1026_SETTING: 80 = SET IN A BOULDER
 ES1026_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1026
 ES1026  HISTORY     - Date     Condition        Report By
 ES1026  HISTORY     - 1959     MONUMENTED       CGS
 ES1026  HISTORY     - 1979     GOOD             AZDT
 ES1026  HISTORY     - 1980     GOOD             AZDT
 ES1026
 ES1026                          STATION DESCRIPTION
 ES1026
 ES1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1026'THE STATION IS ABOUT 4 MILES WEST SOUTHWEST OF CAMP VERDE, 3
 ES1026'MILES SOUTHWEST OF THE JUNCTION OF ARIZONA STATE HIGHWAY 279
 ES1026'AND 79, 1 MILE WEST OF STATE HIGHWAY 79 ON A HIGH, ROUND HILL
 ES1026'ON THE WEST SIDE OF THE HIGHWAY.
 ES1026'
 ES1026'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES1026'279 AND 79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79
 ES1026'FOR 7.15 MILES TO A GATE ON THE RIGHT, NORTH.  PASS THROUGH THE
 ES1026'GATE AND FOLLOW A TRACK ROAD NORTH 0.1 MILE TO A Y FORK.  TAKE THE
 ES1026'RIGHT FORK AND FOLLOW THE TRACK ROAD NORTHEAST FOR 1.65 MILES
 ES1026'TO AN EARTH RESERVOIR.  TURN LEFT AROUND THE RESERVOIR, THEN
 ES1026'RIGHT UPHILL ON A ROUGH BLADED ROAD FOR 0.4 MILE TO THE TOP OF
 ES1026'THE RIDGE, HERE TURN LEFT, EAST, FOR 0.2 MILE, THEN PICK WAY
 ES1026'THROUGH THE ROCKS AS FAR AS POSSIBLE, THEN PACK TO THE
 ES1026'HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 ES1026'
 ES1026'THE STATION IS A STANDARD DISK, STAMPED DOME 1959, CEMENTED IN A
 ES1026'DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES AND IS ON THE
 ES1026'HIGHEST PART OF THE HILL.
 ES1026'
 ES1026'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME NO 1 1959,
 ES1026'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 14 INCHES.
 ES1026'
 ES1026'REFERENCE MARK 2 IS A STANDARD USGS BENCH MARK, STAMPED 5408 VA,
 ES1026'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH AND IS 5 FEET
 ES1026'EAST OF A JUNIPER TREE, BENEATH THE LOW HANGING BRANCHES.
 ES1026'
 ES1026'TRIANGULATION STATION AY 3 CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES1026'DESCRIPTION THEREOF.
 ES1026
 ES1026                          STATION RECOVERY (1979)
 ES1026
 ES1026'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1026'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 ES1026'IN GOOD CONDITION AS DESCRIBED.  A NEW ROUTE TO STATION FOLLOWS.
 ES1026'
 ES1026'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF I 17 AND SR 279
 ES1026'AT CAMP VERDE PROCEED SOUTH ALONG I 17 FOR 9.1 MILES TO SR 169
 ES1026'JUNCTION, EXIT WEST ON SR 169 FOR 0.5 MILE TO A DIRT ROAD ON RIGHT
 ES1026'WITH A CATTLE GUARD, FOLLOW DIRT ROAD NORTH FOR 2.4 MILES TO A GATE.
 ES1026'PASS THROUGH GATE FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK FOR 0.2 MILE
 ES1026'TO A GATE, CONTINUE AHEAD FOR 1.9 MILES TO A STOCK TANK.  CONTINUE 0.4
 ES1026'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK NORTHEAST TO THE T 67
 ES1026'OF THE RIDGE AND CONTINUE UP RIDGE TO THE HIGHEST POINT AND STATION.
 ES1026
 ES1026                          STATION RECOVERY (1980)
 ES1026
 ES1026'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES1026'THE STATION WAS RECOVERED AS DESCRIBED IN 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0308 ***********************************************************************
 GQ0308  DESIGNATION -  DOME
 GQ0308  PID         -  GQ0308
 GQ0308  STATE/COUNTY-  AZ/COCONINO
 GQ0308  USGS QUAD   -  YUNOSI POINT (1988)
 GQ0308
 GQ0308                         *CURRENT SURVEY CONTROL
 GQ0308  ___________________________________________________________________
 GQ0308* NAD 83(1992)-  36 12 38.93154(N)    112 50 18.04449(W)     ADJUSTED  
 GQ0308* NAVD 88     -      1801.9    (meters)    5912.     (feet)  VERTCON   
 GQ0308  ___________________________________________________________________
 GQ0308  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 GQ0308  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 GQ0308
 GQ0308  HORZ ORDER  -  THIRD
 GQ0308
 GQ0308.The horizontal coordinates were established by classical geodetic methods
 GQ0308.and adjusted by the National Geodetic Survey in June 1998..
 GQ0308
 GQ0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0308
 GQ0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0308
 GQ0308.The geoid height was determined by GEOID03.
 GQ0308
 GQ0308;                    North         East     Units Scale Factor Converg.
 GQ0308;SPC AZ C     -   578,296.505   130,486.958   MT  0.99998459   -0 32 40.3
 GQ0308;SPC AZ C     - 1,897,298.24    428,106.82   iFT  0.99998459   -0 32 40.3
 GQ0308;UTM  12      - 4,008,897.710   334,747.729   MT  0.99993648   -1 05 10.5
 GQ0308
 GQ0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0308!SPC AZ C     -   0.99972100  x   0.99998459  =   0.99970560
 GQ0308!UTM  12      -   0.99972100  x   0.99993648  =   0.99965750
 GQ0308
 GQ0308|---------------------------------------------------------------------|
 GQ0308| PID    Reference Object                     Distance      Geod. Az  |
 GQ0308|                                                           dddmmss.s |
 GQ0308| CH3060 DOME RM 2                             9.418 METERS 00631     |
 GQ0308| GQ0310 TENDERFOOT RIM                      APPROX. 3.0 KM 0151906.8 |
 GQ0308| CH3059 DOME RM 1                            13.792 METERS 09603     |
 GQ0308|---------------------------------------------------------------------|
 GQ0308
 GQ0308                          SUPERSEDED SURVEY CONTROL
 GQ0308
 GQ0308  NAD 83(1992)-  36 12 38.93154(N)    112 50 18.04449(W) AD(       ) 3
 GQ0308  NAD 83(1986)-  36 12 38.92192(N)    112 50 18.04364(W) AD(       ) 3
 GQ0308  NAD 27      -  36 12 38.98400(N)    112 50 15.34000(W) AD(       ) 3
 GQ0308  NGVD 29 (07/19/86) 1801.0    (m)         5909.     (f) VERT ANG       
 GQ0308
 GQ0308.Superseded values are not recommended for survey control.
 GQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0308.See file dsdata.txt to determine how the superseded data were derived.
 GQ0308
 GQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3474808898(NAD 83)
 GQ0308_MARKER: DS = TRIANGULATION STATION DISK
 GQ0308_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0308
 GQ0308  HISTORY     - Date     Condition        Report By
 GQ0308  HISTORY     - 1936     MONUMENTED       CGS
 GQ0308  HISTORY     - 1952     GOOD             CGS
 GQ0308  HISTORY     - 1956     GOOD             USGS
 GQ0308
 GQ0308                          STATION DESCRIPTION
 GQ0308
 GQ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0308'ABOUT 58 MILES NORTHEAST OF PEACH SPRINGS, ABOUT 2 MILES EAST
 GQ0308'OF THE EAST FENCE OF THE HUALPAI INDIAN RESERVATION, ON THE
 GQ0308'SUMMIT OF A SMALL KNOLL NEAR THE WEST EDGE OF THE MESA LYING
 GQ0308'WEST OF LITTLE COYOTE CANYON, 4-1/2 MILES WEST-SOUTHWEST OF THE
 GQ0308'JUNCTION OF CATARACT CANYON AND GRAND CANYON, 1/4 MILE EAST OF
 GQ0308'THE CANYON AT A DEEP INDENTATION IN THE RIM, 1/4 MILE WEST
 GQ0308'OF A HIGHER SUMMIT, 60 FEET EAST-NORTHEAST OF A LONE CEDAR
 GQ0308'TREE.  MARK SET AS DESCRIBED.
 GQ0308'
 GQ0308'TO REACH THE STATION FROM THE WAYSIDE CAFE AT THE MAIN INTERSECTION
 GQ0308'AT SELIGMAN, GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE
 GQ0308'AND TURN LEFT (NORTH) ON DIRT ROAD AT A TEXACO STATION ON THE
 GQ0308'LEFT, THENCE 0.2 MILE AND BEAR RIGHT THROUGH A GATE, THENCE
 GQ0308'NORTH ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES
 GQ0308'TO ROSE WELL RANCH, THENCE NORTH ON THE MAIN ROAD FOR 0.8
 GQ0308'MILE AND TAKE LEFT FORK NORTHWEST TO TOP OF HILL, THENCE
 GQ0308'NORTHEAST FROM THE TOP OF THE HILL ON THE MAIN-TRAVELED ROAD
 GQ0308'FOR 22.3 MILES, OR 0.8 MILE PAST A PLAIN CROSSROADS, AND TURN
 GQ0308'LEFT (SOUTHWEST) AT SLANTING CROSSROADS, THENCE 2.0 MILES
 GQ0308'AND BEAR LEFT AT Y, THENCE 0.45 MILE AND TURN RIGHT AT
 GQ0308'CROSSROADS, THENCE NORTHERLY ON THE MAIN-TRAVELED ROAD FOR
 GQ0308'3.2 MILES AND TAKE LEFT FORK, THENCE 2.4 MILES ALONG THE
 GQ0308'MAIN-TRAVELED ROAD AND TURN LEFT (SOUTHWEST) ON TOP OF
 GQ0308'RIDGE, THENCE 0.5 MILE TO STATION WINDY (U.S.G.S.) ON TOP OF
 GQ0308'HILL, THENCE WEST AND NORTH ALONG THE MAIN ROAD FOR 3.5
 GQ0308'MILES AND TURN RIGHT AT REVERSE Y, THENCE 1.6 MILES AND
 GQ0308'KEEP RIGHT FORK AND CONTINUE ON MAIN-TRAVELED ROAD
 GQ0308'NORTHEASTERLY FOR 2.5 MILES TO STATION TENDERFOOT.  FROM
 GQ0308'HERE STATION DOME BEARS 310 DEGREES MAGNETIC, ABOUT 2 MILES
 GQ0308'DISTANT.  IT IS BEST REACHED BY GOING NORTHWEST DOWNHILL TO
 GQ0308'ITS BASE, THENCE NORTH ACROSS COUNTRY FOR 1.65 MILES TO
 GQ0308'TOP OF LOW RIDGE, JUST AFTER COMING UP STEEP PITCH
 GQ0308'OUT OF WASH, TURN LEFT AND GO ALONG THE RIDGE FOR 0.45 MILE
 GQ0308'TO TOP OF KNOLL, TURN RIGHT AND CROSS DRAW TOWARDS CANYON FOR
 GQ0308'0.15 MILE TO SUMMIT OF NEXT KNOLL AND THE STATION.
 GQ0308'
 GQ0308'REFERENCE MARK NO. 1, IS EAST OF THE STATION, IN
 GQ0308'TOP OF A FLAT ROCK OUTCROP, FLUSH WITH THE GROUND.  REFERENCE
 GQ0308'MARK NO. 2, IS NORTH-NORTHWEST OF THE STATION, IN
 GQ0308'A SMALL, ROCKY, OPEN SPACE, FLUSH WITH THE GROUND.  THE
 GQ0308'AZIMUTH MARK FOR THIS STATION, IS STATION TENDERFOOT
 GQ0308'RIM, ABOUT 2 MILES NORTHEAST, ALONG THE RIM OF THE CANYON.
 GQ0308'
 GQ0308'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GQ0308
 GQ0308                          STATION RECOVERY (1952)
 GQ0308
 GQ0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0308'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0308'AS ORIGINALLY DESCRIBED.
 GQ0308'
 GQ0308'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL BY TAKING
 GQ0308'RIGHT FORK TO THE NE ON GRADED AND GRAVELED ROAD FOR 17.4
 GQ0308'MILES TO A STOCK GUARD AT THE E SIDE OF THE RESERVATION, CONTINUE
 GQ0308'AHEAD ON GRADED BUT NOT GRAVELED ROAD FOR 5.3 MILES TO A BLADED
 GQ0308'ROAD ON THE LEFT, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE
 GQ0308'WIRE GATE, THE RIGHT GATEPOST HAS A CARVED TRIANGLE ON IT.
 GQ0308'GO THROUGH THE GATE AND CONTINUE AHEAD TO THE N STILL ON
 GQ0308'A BLADED ROAD FOR 2.0 MILES TO A LARGE EARTH RESERVOIR ON
 GQ0308'THE LEFT, CONTINUE AHEAD NOW ON A DEEP CUT TRACK ROAD TO THE
 GQ0308'E AND NE FOR 6.3 MILES TO A WIRE GATE THAT IS ABOUT 0.2 MILE
 GQ0308'BEFORE REACHING LARGE COW CAMP WITH SEVERAL BUILDINGS AND
 GQ0308'A LARGE EARTH RESERVOIR.  GO THROUGH THE WIRE GATE AND
 GQ0308'TURN SHARP LEFT ALONG THE RIGHT SIDE OF THE FENCE, GO
 GQ0308'ABOUT 0.2 MILE TO AN OFFSET CROSS FENCE.  GO THROUGH THE
 GQ0308'WIRE GATE AND CONTINUE ON A TRACK ROAD UP HILL THEN ACROSS
 GQ0308'THE SAGE BRUSH HILLTOP FOR 1.7 MILES TO A T FENCE CORNER,
 GQ0308'GO THROUGH WIRE GATES THEN TURN SHARP TO LEFT ALONG THE
 GQ0308'RIGHT SIDE OF THE FENCE AND FOLLOW A DIM BLADED TRACK
 GQ0308'ROAD FOR 0.6 MILE TO A TRIANGLE BLAZE ON A FENCE POST ON
 GQ0308'THE LEFT AND A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT
 GQ0308'AND FOLLOW THIS TRACK ROAD FOR 1.4 MILES TO THE TOP OF THE
 GQ0308'HILL AND THE STATION.
 GQ0308
 GQ0308                          STATION RECOVERY (1956)
 GQ0308
 GQ0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1561 ***********************************************************************
 DA1561  DESIGNATION -  DOME
 DA1561  PID         -  DA1561
 DA1561  STATE/COUNTY-  AZ/MARICOPA
 DA1561  USGS QUAD   -  HAT MOUNTAIN (1986)
 DA1561
 DA1561                         *CURRENT SURVEY CONTROL
 DA1561  ___________________________________________________________________
 DA1561* NAD 83(1992)-  32 38 07.62172(N)    112 44 32.18815(W)     ADJUSTED  
 DA1561* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 DA1561  ___________________________________________________________________
 DA1561  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DA1561  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1561
 DA1561  HORZ ORDER  -  THIRD
 DA1561
 DA1561.The horizontal coordinates were established by classical geodetic methods
 DA1561.and adjusted by the National Geodetic Survey in August 1993..
 DA1561
 DA1561.The orthometric height was scaled from a topographic map.
 DA1561
 DA1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1561
 DA1561.The geoid height was determined by GEOID03.
 DA1561
 DA1561;                    North         East     Units Scale Factor Converg.
 DA1561;SPC AZ C     -   181,627.599   135,895.181   MT  0.99997397   -0 26 43.0
 DA1561;SPC AZ C     -   595,891.07    445,850.33   iFT  0.99997397   -0 26 43.0
 DA1561;UTM  12      - 3,612,214.448   336,567.339   MT  0.99992937   -0 56 23.3
 DA1561
 DA1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1561!SPC AZ C     -   0.99986979  x   0.99997397  =   0.99984377
 DA1561!UTM  12      -   0.99986979  x   0.99992937  =   0.99979917
 DA1561
 DA1561                          SUPERSEDED SURVEY CONTROL
 DA1561
 DA1561  NAD 83(1986)-  32 38 07.62139(N)    112 44 32.20716(W) AD(       ) 3
 DA1561  NAD 27      -  32 38 07.40200(N)    112 44 29.63600(W) AD(       ) 3
 DA1561
 DA1561.Superseded values are not recommended for survey control.
 DA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1561.See file dsdata.txt to determine how the superseded data were derived.
 DA1561
 DA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3656712214(NAD 83)
 DA1561_MARKER: DS = TRIANGULATION STATION DISK
 DA1561_SETTING: 0 = UNSPECIFIED SETTING
 DA1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1561
 DA1561  HISTORY     - Date     Condition        Report By
 DA1561  HISTORY     - 1920     MONUMENTED       CGS
 DA1561  HISTORY     - 1972     GOOD             AZHD
 DA1561
 DA1561                          STATION DESCRIPTION
 DA1561
 DA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1561'ON A FLAT-TOP BUTTE 30 MILES BY ROAD NORTHEAST OF AJO AND 8
 DA1561'MILES EAST OF A SECTION HOUSE KNOWN AS THE HALF-WAY HOUSE.
 DA1561'THIS MOUNTAIN IS KNOWN LOCALLY AS FLAT TOP, AND IS BEST REACHED
 DA1561'BY TAKING THE GILA BEND WAGON ROAD FROM AJO 20 MILES TO THE
 DA1561'HALF-WAY HOUSE AND HEADING ACROSS THE COUNTRY EAST.  MARKED
 DA1561'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1561'MARK IS 27 PACES, 316 DEG MAGNETIC.
 DA1561
 DA1561                          STATION RECOVERY (1972)
 DA1561
 DA1561'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (REA)
 DA1561'TRIANGULATION STATION NO STAMPINGS-GOOD
 DA1561'
 DA1561'REF. MARK - NO STAMPING-GOOD
 DA1561'
 DA1561'A SEARCH WAS MADE AROUND THE STATION AND AN UNSTAMPED REFERENCE
 DA1561'MARK WAS FOUND ABOUT 13 PACES WEST OF THE STATION WITH ARROW
 DA1561'POINTING TO THE STATION.
 DA1561'
 DA1561'THE TRIANGULATION STATION FOUND WAS UNSTAMPED.  IT WAS A STANDARD
 DA1561'USC AND GS CAP WITH THE TRIANGLE DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0172 ***********************************************************************
 DB0172  DESIGNATION -  DOME ROAD
 DB0172  PID         -  DB0172
 DB0172  STATE/COUNTY-  AZ/YUMA
 DB0172  USGS QUAD   -  LIGURTA (1965)
 DB0172
 DB0172                         *CURRENT SURVEY CONTROL
 DB0172  ___________________________________________________________________
 DB0172* NAD 83(1992)-  32 40 28.12470(N)    114 16 59.03299(W)     ADJUSTED  
 DB0172* NAVD 88     -        83.233  (meters)     273.07   (feet)  ADJUSTED  
 DB0172  ___________________________________________________________________
 DB0172  X           -  -2,210,068.411 (meters)                     COMP
 DB0172  Y           -  -4,898,618.976 (meters)                     COMP
 DB0172  Z           -   3,423,653.186 (meters)                     COMP
 DB0172  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DB0172  ELLIP HEIGHT-          49.82  (meters)          (01/12/01) GPS OBS
 DB0172  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0172  DYNAMIC HT  -          83.137 (meters)     272.76  (feet)  COMP
 DB0172  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 DB0172
 DB0172  HORZ ORDER  -  FIRST
 DB0172  VERT ORDER  -  FIRST     CLASS II
 DB0172  ELLP ORDER  -  FOURTH    CLASS I
 DB0172
 DB0172.The horizontal coordinates were established by GPS observations
 DB0172.and adjusted by the National Geodetic Survey in March 1997..
 DB0172
 DB0172.The orthometric height was determined by differential leveling
 DB0172.and adjusted by the National Geodetic Survey in June 1991..
 DB0172
 DB0172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB0172
 DB0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0172
 DB0172.The ellipsoidal height was determined by GPS observations
 DB0172.and is referenced to NAD 83.
 DB0172
 DB0172.The geoid height was determined by GEOID03.
 DB0172
 DB0172.The dynamic height is computed by dividing the NAVD 88
 DB0172.geopotential number by the normal gravity value computed on the
 DB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0172.degrees latitude (g = 980.6199 gals.).
 DB0172
 DB0172.The modeled gravity was interpolated from observed gravity values.
 DB0172
 DB0172;                    North         East     Units Scale Factor Converg.
 DB0172;SPC AZ W     -   185,786.123   163,364.290   MT  0.99996414   -0 17 16.0
 DB0172;SPC AZ W     -   609,534.52    535,972.08   iFT  0.99996414   -0 17 16.0
 DB0172;UTM  11      - 3,618,463.206   754,772.804   MT  1.00040046   +1 28 03.3
 DB0172
 DB0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0172!SPC AZ W     -   0.99999218  x   0.99996414  =   0.99995632
 DB0172!UTM  11      -   0.99999218  x   1.00040046  =   1.00039263
 DB0172
 DB0172|---------------------------------------------------------------------|
 DB0172| PID    Reference Object                     Distance      Geod. Az  |
 DB0172|                                                           dddmmss.s |
 DB0172| DB0171 M 353                                11.190 METERS 09859     |
 DB0172| DB0165 OVERPASS                            APPROX. 1.8 KM 1090059.0 |
 DB0172| DB1259 PYG                                   2.354 METERS 12234     |
 DB0172| DB0173 DOME ROAD RM 1                       10.742 METERS 27843     |
 DB0172|---------------------------------------------------------------------|
 DB0172
 DB0172                          SUPERSEDED SURVEY CONTROL
 DB0172
 DB0172  ELLIP H (03/14/97)   49.90   (m)                       GP(       ) 3 1
 DB0172  NAD 83(1992)-  32 40 28.12373(N)    114 16 59.02817(W) AD(       ) 2
 DB0172  NAD 83(1986)-  32 40 28.12641(N)    114 16 59.03644(W) AD(       ) 2
 DB0172  NAD 27      -  32 40 27.95660(N)    114 16 56.24910(W) AD(       ) 2
 DB0172  NAVD 88 (03/14/97)   83.23   (m)          273.1    (f) LEVELING    3  
 DB0172  NGVD 29 (??/??/??)   82.583  (m)          270.94   (f) ADJUSTED    1 2
 DB0172
 DB0172.Superseded values are not recommended for survey control.
 DB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0172.See file dsdata.txt to determine how the superseded data were derived.
 DB0172
 DB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5477318463(NAD 83)
 DB0172_MARKER: DE = TRAVERSE STATION DISK
 DB0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0172_STAMPING: DOME ROAD 1960
 DB0172_MARK LOGO: CGS   
 DB0172_PROJECTION: FLUSH
 DB0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0172+STABILITY: SURFACE MOTION
 DB0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0172+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 DB0172
 DB0172  HISTORY     - Date     Condition        Report By
 DB0172  HISTORY     - 1960     MONUMENTED       CGS
 DB0172  HISTORY     - 1960     GOOD             CGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1990     GOOD             USPSQD
 DB0172  HISTORY     - 19951215 GOOD             CHANCE
 DB0172  HISTORY     - 20040621 GOOD             JCLS
 DB0172
 DB0172                          STATION DESCRIPTION
 DB0172
 DB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0172'THE STATION IS 0.75 MILE EASTERLY ALONG U.S. HIGHWAY 80
 DB0172'FROM THE SERVICE STATION AND STORE AT LIGURTA, 0.55 MILE EAST
 DB0172'OF THE SOUTHERN PACIFIC RAILROAD OVERPASS AND 151 FEET NORTH
 DB0172'OF THE CENTER LINE OF THE HIGHWAY ON THE SUMMIT AND NORTHWEST
 DB0172'END OF A SAND RIDGE THROUGH WHICH THE HIGHWAY PASSES.
 DB0172'
 DB0172'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD TRAVERSE
 DB0172'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'SURFACE AND STAMPED DOME ROAD 1960.
 DB0172'
 DB0172'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME ROAD NO
 DB0172'1 1960, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'AREA ABOUT 1-FOOT LOWER THAN THE STATION.
 DB0172'
 DB0172'BM M-353, USED FOR REFERENCE MARK 2, IS A STANDARD BENCH
 DB0172'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'SURFACE AND ABOUT LEVEL WITH THE STATION.  IT IS STAMPED
 DB0172'M-353 1960.
 DB0172'
 DB0172'A H D - P Y-G, USED FOR REFERENCE MARK 3, IS A COPPER COATED
 DB0172'STEEL SHAFT WITH AN ENLARGED HEAD, KNOWN AS A COPPERWELD, DRIVEN
 DB0172'IN TO THE SANDY SOIL AND SURROUNDED WITH CONCRETE.  THIS POINT
 DB0172'MARKS ONE OF THE PICTURE POINTS FOR THE ARIZONA HIGHWAY
 DB0172'DEPARTMENT AERIAL SURVEY AND IS PROJECTING ABOUT 5 INCHES
 DB0172'AND STAMPED AHD-P Y-G.
 DB0172'
 DB0172'A 4-WHEEL DRIVE STATION.
 DB0172
 DB0172                          STATION RECOVERY (1960)
 DB0172
 DB0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0172'0.8 MI E FROM LIGURTA.
 DB0172'0.75 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 151 FEET NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 36.75 FEET WEST OF B.M. M 353,
 DB0172'35.26 FEET EAST OF R.M. 1, SET IN A SQUARE CONCRETE POST FLUSH
 DB0172'WITH THE GROUND.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0172'IN WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0172'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M 353, 10.7 M (35.2 FT) EAST OF DOME RM 1.
 DB0172'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0172'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0172'IN WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0172'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M 353, 10.7 M (35.2 FT) EAST OF DOME RM 1.
 DB0172'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0172'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'RECOVERED IN GOOD CONDITION.
 DB0172
 DB0172                          STATION RECOVERY (1990)
 DB0172
 DB0172'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0172'RECOVERED IN GOOD CONDITION.
 DB0172
 DB0172                          STATION RECOVERY (1995)
 DB0172
 DB0172'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 DB0172'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DB0172'THE STATION IS LOCATED APPROXIMATELY 1.2 KM (0.75 MI) EAST OF LIGURTA
 DB0172'ALONG OLD US HIGHWAY 80.  THE STATION IS LOCATED ON STATE OF ARIZONA
 DB0172'HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF OLD
 DB0172'US HIGHWAY 80 AND INTERSTATE 8 (EXIT 21 ON INTERSTATE 8) SOUTH OF
 DB0172'LIGURTA, GO NORTHEAST ALONG OLD US HIGHWAY 80 FOR 2.0 KM (1.25 MI) TO
 DB0172'THE CREST OF A HILL AND THE STATION ON THE LEFT APPROXIMATELY 2.4 M
 DB0172'(7.9 FT) ABOVE HIGHWAY THE STATION IS A STANDARD TRAVERSE DISK SET IN
 DB0172'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  THE 1960 DESCRIPTION
 DB0172'STATES THAT THE STATION HAS AN UNDERGROUND MARK BUT DOES NOT SPECIFY
 DB0172'THE TYPE.  THE STATION IS LOCATED APPROXIMATELY 0.16 KM (0.10 MI) WEST
 DB0172'OF INTERSECTION OF OLD US HIGHWAY 80 AND DOME VALLEY ROAD, 45.7 M
 DB0172'(149.9 FT) NORTH OF OLD US HIGHWAY CENTERLINE, 31.0 M (101.7 FT)
 DB0172'NORTHEAST OF TALL SAGE BRUSH, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M-353 STAMPED M-353 1960, 10.8 M (35.4 FT) EAST OF STANDARD DISK
 DB0172'STAMPED DOME ROAD NO 1 1960, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 DB0172'POST
 DB0172
 DB0172                          STATION RECOVERY (2004)
 DB0172
 DB0172'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0173 ***********************************************************************
 DB0173  DESIGNATION -  DOME ROAD RM 1
 DB0173  PID         -  DB0173
 DB0173  STATE/COUNTY-  AZ/YUMA
 DB0173  USGS QUAD   -  LIGURTA (1965)
 DB0173
 DB0173                         *CURRENT SURVEY CONTROL
 DB0173  ___________________________________________________________________
 DB0173* NAD 83(1986)-  32 40 28.     (N)    114 17 00.     (W)     SCALED    
 DB0173* NAVD 88     -        82.962  (meters)     272.18   (feet)  ADJUSTED  
 DB0173  ___________________________________________________________________
 DB0173  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0173  DYNAMIC HT  -          82.867 (meters)     271.87  (feet)  COMP
 DB0173  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 DB0173
 DB0173  VERT ORDER  -  FIRST     CLASS II
 DB0173
 DB0173.The horizontal coordinates were scaled from a topographic map and have
 DB0173.an estimated accuracy of +/- 6 seconds.
 DB0173
 DB0173.The orthometric height was determined by differential leveling
 DB0173.and adjusted by the National Geodetic Survey in June 1991..
 DB0173
 DB0173.The geoid height was determined by GEOID03.
 DB0173
 DB0173.The dynamic height is computed by dividing the NAVD 88
 DB0173.geopotential number by the normal gravity value computed on the
 DB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0173.degrees latitude (g = 980.6199 gals.).
 DB0173
 DB0173.The modeled gravity was interpolated from observed gravity values.
 DB0173
 DB0173;                    North         East    Units  Estimated Accuracy
 DB0173;SPC AZ W     -   185,780.      163,340.      MT  (+/- 180 meters Scaled)
 DB0173
 DB0173                          SUPERSEDED SURVEY CONTROL
 DB0173
 DB0173  NGVD 29 (??/??/??)   82.313  (m)          270.06   (f) ADJUSTED    1 2
 DB0173
 DB0173.Superseded values are not recommended for survey control.
 DB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0173.See file dsdata.txt to determine how the superseded data were derived.
 DB0173
 DB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS547184(NAD 83)
 DB0173_MARKER: DR = REFERENCE MARK DISK
 DB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0173_STAMPING: DOME ROAD NO 1 1960
 DB0173_MARK LOGO: CGS   
 DB0173_PROJECTION: FLUSH
 DB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0173+STABILITY: SURFACE MOTION
 DB0173
 DB0173  HISTORY     - Date     Condition        Report By
 DB0173  HISTORY     - 1960     MONUMENTED       CGS
 DB0173  HISTORY     - 1981     GOOD             NGS
 DB0173  HISTORY     - 1981     GOOD             NGS
 DB0173  HISTORY     - 1990     GOOD             USPSQD
 DB0173
 DB0173                          STATION DESCRIPTION
 DB0173
 DB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0173'0.8 MI E FROM LIGURTA.
 DB0173'0.8 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 35.26 FEET WEST
 DB0173'OF THE STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH
 DB0173'THE GROUND.
 DB0173
 DB0173                          STATION RECOVERY (1981)
 DB0173
 DB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0173'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0173'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0173'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0173'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) WEST OF BENCH MARK
 DB0173'M 353, 10.7 M (35.2 FT) WEST OF STATION DOME.
 DB0173'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0173
 DB0173                          STATION RECOVERY (1981)
 DB0173
 DB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0173'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0173'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0173'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0173'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) WEST OF BENCH MARK
 DB0173'M 353, 10.7 M (35.2 FT) WEST OF STATION DOME.
 DB0173'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0173
 DB0173                          STATION RECOVERY (1990)
 DB0173
 DB0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1946 ***********************************************************************
 DV1946  DESIGNATION -  DOME SHAPED PK 14 MI WNW HORN
 DV1946  PID         -  DV1946
 DV1946  STATE/COUNTY-  AZ/YUMA
 DV1946  USGS QUAD   -  PALOMAS MOUNTAINS SW (1990)
 DV1946
 DV1946                         *CURRENT SURVEY CONTROL
 DV1946  ___________________________________________________________________
 DV1946* NAD 83(1992)-  33 01 32.34496(N)    113 40 30.91569(W)     ADJUSTED  
 DV1946* NAVD 88     -                                                        
 DV1946  ___________________________________________________________________
 DV1946  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DV1946  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DV1946
 DV1946  HORZ ORDER  -  THIRD
 DV1946
 DV1946.The horizontal coordinates were established by classical geodetic methods
 DV1946.and adjusted by the National Geodetic Survey in August 1993..
 DV1946
 DV1946
 DV1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1946
 DV1946.The geoid height was determined by GEOID03.
 DV1946
 DV1946;                    North         East     Units Scale Factor Converg.
 DV1946;SPC AZ W     -   224,606.085   220,342.734   MT  0.99993393   +0 02 26.7
 DV1946;SPC AZ W     -   736,896.60    722,909.23   iFT  0.99993393   +0 02 26.7
 DV1946;UTM  12      - 3,657,311.466   250,124.086   MT  1.00036992   -1 27 31.7
 DV1946
 DV1946                          SUPERSEDED SURVEY CONTROL
 DV1946
 DV1946  NAD 83(1986)-  33 01 32.33910(N)    113 40 30.92096(W) AD(       ) 4
 DV1946  NAD 27      -  33 01 32.18000(N)    113 40 28.20000(W) AD(       ) 3
 DV1946
 DV1946.Superseded values are not recommended for survey control.
 DV1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1946.See file dsdata.txt to determine how the superseded data were derived.
 DV1946
 DV1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5012457311(NAD 83)
 DV1946_MARKER: 87 = DOME
 DV1946
 DV1946  HISTORY     - Date     Condition        Report By
 DV1946  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1946
 DV1946                          STATION DESCRIPTION
 DV1946
 DV1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1946'LOCATED ABOUT 14 MILES WEST-NORTHWEST OF HORN (A RAILROAD
 DV1946'STATION AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1946'
 DV1946'PEAK IS CONE SHAPED WITH PROMINENT DOME ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2051 ***********************************************************************
 DU2051  DESIGNATION -  DONELLEY
 DU2051  PID         -  DU2051
 DU2051  STATE/COUNTY-  AZ/PINAL
 DU2051  USGS QUAD   -  GRAYBACK (1964)
 DU2051
 DU2051                         *CURRENT SURVEY CONTROL
 DU2051  ___________________________________________________________________
 DU2051* NAD 83(1992)-  33 01 38.67628(N)    111 02 05.40778(W)     ADJUSTED  
 DU2051* NAVD 88     -       989.7    (meters)    3247.     (feet)  VERTCON   
 DU2051  ___________________________________________________________________
 DU2051  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 DU2051  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DU2051
 DU2051  HORZ ORDER  -  FIRST
 DU2051
 DU2051.The horizontal coordinates were established by classical geodetic methods
 DU2051.and adjusted by the National Geodetic Survey in August 1993..
 DU2051
 DU2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2051
 DU2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2051
 DU2051.The geoid height was determined by GEOID03.
 DU2051
 DU2051;                    North         East     Units Scale Factor Converg.
 DU2051;SPC AZ C     -   225,136.679   295,737.559   MT  0.99998364   +0 28 50.4
 DU2051;SPC AZ C     -   738,637.40    970,267.58   iFT  0.99998364   +0 28 50.4
 DU2051;UTM  12      - 3,654,326.173   496,746.820   MT  0.99960013   -0 01 08.4
 DU2051
 DU2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2051!SPC AZ C     -   0.99984915  x   0.99998364  =   0.99983279
 DU2051!UTM  12      -   0.99984915  x   0.99960013  =   0.99944934
 DU2051
 DU2051|---------------------------------------------------------------------|
 DU2051| PID    Reference Object                     Distance      Geod. Az  |
 DU2051|                                                           dddmmss.s |
 DU2051| CH5080 DONELLEY RM 2                        11.286 METERS 00754     |
 DU2051| CH5077 DONELLEY AZ MK                                     0150031.2 |
 DU2051| DU2054 SOUTH BUTTE CAIRN                   APPROX.16.1 KM 2921422.1 |
 DU2051| CH5079 DONELLEY RM 1                        12.625 METERS 30949     |
 DU2051| CH5078 DONELLEY AZ MK 2                                   3290412.6 |
 DU2051|---------------------------------------------------------------------|
 DU2051
 DU2051                          SUPERSEDED SURVEY CONTROL
 DU2051
 DU2051  NAD 83(1986)-  33 01 38.67038(N)    111 02 05.40701(W) AD(       ) 1
 DU2051  NAD 27      -  33 01 38.43610(N)    111 02 03.00010(W) AD(       ) 1
 DU2051  NGVD 29 (07/19/86)  989.0    (m)         3245.     (f) VERT ANG       
 DU2051
 DU2051.Superseded values are not recommended for survey control.
 DU2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2051.See file dsdata.txt to determine how the superseded data were derived.
 DU2051
 DU2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9674754326(NAD 83)
 DU2051
 DU2051  HISTORY     - Date     Condition        Report By
 DU2051  HISTORY     - 1935     MONUMENTED       CGS
 DU2051  HISTORY     - 1936     GOOD             CGS
 DU2051  HISTORY     - 1966     GOOD             AMS
 DU2051  HISTORY     - 1971     GOOD             NGS
 DU2051  HISTORY     - 1972     GOOD             AZHD
 DU2051
 DU2051                          STATION DESCRIPTION
 DU2051
 DU2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU2051'ON A SMALL RIDGE 150 YARDS SOUTH OF THE FLORENCE-KELVIN ROAD,
 DU2051'NEAR THE SUMMIT BETWEEN DONELLEY WASH AND RIPSEY WASH, AND
 DU2051'ABOUT 19 MILES, AIR LINE, EAST OF FLORENCE.  MARKED BY A STANDARD
 DU2051'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU2051'A STANDARD BRONZE REFERENCE DISK, IS 12.625 METERS
 DU2051'(41.42 FEET) FROM STATION N 50 DEG 26 MIN W.  REFERENCE
 DU2051'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2051'IS 11.286 METERS (37.03 FEET) FROM STATION N 07 DEG 54 MIN E
 DU2051'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DU2051'APPROXIMATELY 150 YARDS NORTH OF THE ROAD THAT TURNS
 DU2051'RIGHT OFF THE MAIN HIGHWAY AT A SIGN KELVIN 10 MILES AND ABOUT
 DU2051'10 YARDS EAST OF THE CENTERLINE OF THE MAIN HIGHWAY, IS
 DU2051'ONE-FOURTH MILE FROM STATION N 15 DEG 01 MIN E.
 DU2051
 DU2051                          STATION RECOVERY (1966)
 DU2051
 DU2051'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU2051'TRIG. STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU2051'DESCRIPTION IS ADEQUATE.
 DU2051'
 DU2051'AZIMUTH MARK WAS RECOVERED - DESTROYED.
 DU2051'
 DU2051'REFERENCE MARKS NUMBER (1) AND (2) RECOVERED IN GOOD CONDITION.
 DU2051
 DU2051                          STATION RECOVERY (1971)
 DU2051
 DU2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2051'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU2051'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 DU2051'DURING ROAD CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED
 DU2051'AT THIS TIME.
 DU2051'
 DU2051'THE STATION MARK IS A STANDARD DISK STAMPED, DONELLEY 1935.
 DU2051'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DU2051'FORMED ON TOP OF FRACTURED BEDROCK.  IT IS ON THE TOP OF
 DU2051'RIDGE AND CIRCLED BY BOULDERS.
 DU2051'
 DU2051'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DONELLEY NO 1
 DU2051'1935.  IT IS SET IN TOP OF A LARGE BOULDER WHICH IS ABOUT
 DU2051'3 FEET LOWER THAN THE STATION.
 DU2051'
 DU2051'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DONELLEY NO
 DU2051'2 1935.  IT IS SET IN THE TOP OF A LARGE BOULDER WHICH IS
 DU2051'ABOUT 7 FEET LOWER THAN STATION.
 DU2051'
 DU2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DONELLEY
 DU2051'1935 1971.  IT IS SET IN A DRILL HOLE IN THE TOP
 DU2051'OF AN OUTCROP OF WHITE BEDROCK.  IT IS 0.65 MILE
 DU2051'EAST OF STATION ALONG THE FLORENCE-KELVIN ROAD TO TOP OF RISE
 DU2051'THENCE ABOUT 100 YARDS ON THE LEFT OR NORTH SIDE OF ROAD.
 DU2051'2 FEET WEST A WITNESS POST AND SIGN.
 DU2051'
 DU2051'TO REACH THE STATION FROM THE COURT HOUSE IN FLORENCE, GO
 DU2051'EAST ALONG BUTTE AVENUE FOR 0.4 MILE TO THE HIGHWAY, CONTINUE
 DU2051'AHEAD ON THE FLORENCE-KELVIN ROAD FOR 22.85 MILES TO A POWER
 DU2051'LINE CROSSING, CONTINUE EAST FOR 0.7 MILE TO TOP OF A LOW
 DU2051'RIDGE AND THE STATION ON THE RIGHT ABOUT 100 YARDS SOUTH
 DU2051'ON HIGHEST PART OF RIDGE.
 DU2051'
 DU2051'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2051'
 DU2051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 DU2051'EAST OF FLORENCE.
 DU2051
 DU2051                          STATION RECOVERY (1972)
 DU2051
 DU2051'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2051'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0357 ***********************************************************************
 FS0357  DESIGNATION -  DONELLI
 FS0357  PID         -  FS0357
 FS0357  STATE/COUNTY-  AZ/MOHAVE
 FS0357  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0357
 FS0357                         *CURRENT SURVEY CONTROL
 FS0357  ___________________________________________________________________
 FS0357* NAD 83(1992)-  35 30 16.80348(N)    114 20 08.34183(W)     ADJUSTED  
 FS0357* NAVD 88     -       938.221  (meters)    3078.15   (feet)  ADJUSTED  
 FS0357  ___________________________________________________________________
 FS0357  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS0357  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0357  DYNAMIC HT  -         937.143 (meters)    3074.61  (feet)  COMP
 FS0357  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 FS0357
 FS0357  HORZ ORDER  -  SECOND
 FS0357  VERT ORDER  -  FIRST     CLASS I
 FS0357
 FS0357.The horizontal coordinates were established by classical geodetic methods
 FS0357.and adjusted by the National Geodetic Survey in August 1993..
 FS0357
 FS0357.The orthometric height was determined by differential leveling
 FS0357.and adjusted by the National Geodetic Survey in June 1991..
 FS0357
 FS0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0357
 FS0357.The geoid height was determined by GEOID03.
 FS0357
 FS0357.The dynamic height is computed by dividing the NAVD 88
 FS0357.geopotential number by the normal gravity value computed on the
 FS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0357.degrees latitude (g = 980.6199 gals.).
 FS0357
 FS0357.The modeled gravity was interpolated from observed gravity values.
 FS0357
 FS0357;                    North         East     Units Scale Factor Converg.
 FS0357;SPC AZ W     -   499,733.426   160,230.598   MT  0.99996811   -0 20 24.5
 FS0357;SPC AZ W     - 1,639,545.36    525,690.94   iFT  0.99996811   -0 20 24.5
 FS0357;UTM  11      - 3,932,275.629   741,652.713   MT  1.00031969   +1 32 53.2
 FS0357
 FS0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0357!SPC AZ W     -   0.99985723  x   0.99996811  =   0.99982534
 FS0357!UTM  11      -   0.99985723  x   1.00031969  =   1.00017687
 FS0357
 FS0357|---------------------------------------------------------------------|
 FS0357| PID    Reference Object                     Distance      Geod. Az  |
 FS0357|                                                           dddmmss.s |
 FS0357| FS0359 DONELLI RM 1                          8.222 METERS 08504     |
 FS0357| FS0362 DONELLI AZ MK                                      1424928.9 |
 FS0357| FS1071 LOST CABIN CAIRN NW                 APPROX.16.4 KM 2591143.5 |
 FS0357| FS0358 Z 121                                11.020 METERS 33522     |
 FS0357| CS4801 Z 121                                11.024 METERS 33522     |
 FS0357|---------------------------------------------------------------------|
 FS0357
 FS0357                          SUPERSEDED SURVEY CONTROL
 FS0357
 FS0357  NAD 83(1986)-  35 30 16.80133(N)    114 20 08.33606(W) AD(       ) 2
 FS0357  NAD 27      -  35 30 16.82800(N)    114 20 05.48300(W) AD(       ) 2
 FS0357  NGVD 29 (??/??/92)  937.434  (m)         3075.56   (f) ADJ UNCH    1 1
 FS0357
 FS0357.Superseded values are not recommended for survey control.
 FS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0357.See file dsdata.txt to determine how the superseded data were derived.
 FS0357
 FS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4165332276(NAD 83)
 FS0357_MARKER: DS = TRIANGULATION STATION DISK
 FS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0357_STAMPING: DONELLI 1947
 FS0357_MARK LOGO: CGS   
 FS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0357+STABILITY: SURFACE MOTION
 FS0357
 FS0357  HISTORY     - Date     Condition        Report By
 FS0357  HISTORY     - 1948     MONUMENTED       CGS
 FS0357  HISTORY     - 1949     GOOD             NGS
 FS0357  HISTORY     - 1950     GOOD             CGS
 FS0357  HISTORY     - 1955     GOOD             CGS
 FS0357  HISTORY     - 1968     GOOD             AZHD
 FS0357  HISTORY     - 1981     GOOD             AZDT
 FS0357  HISTORY     - 1982     GOOD             NGS
 FS0357
 FS0357                          STATION DESCRIPTION
 FS0357
 FS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS0357'THE STATION IS IN THE BROAD VALLEY ON THE EASTERN SIDE OF THE
 FS0357'BLACK MOUNTAINS, ON THE WESTERN SIDE OF U.S. HIGHWAY 93 AND 466.
 FS0357'IT IS ABOUT 26 MILES, AIRLINE, NORTHWEST OF KINGMAN, AND 10
 FS0357'MILES NORTHWEST OF CHLORIDE.
 FS0357'
 FS0357'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 FS0357'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF
 FS0357'THE GROUND, IS STAMPED DONELLI 1947.  IT IS 25 FEET WEST OF THE
 FS0357'NORTH AND SOUTH RIGHT-OF-WAY FENCE, AND ABOUT 60 FEET WEST OF THE
 FS0357'CENTERLINE OF THE HIGHWAY.
 FS0357'
 FS0357'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12
 FS0357'INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND,
 FS0357'IS STAMPED DONELLI NO 1 1947.  IT IS 1/2 FOOT WEST OF THE
 FS0357'RIGHT-OF-WAY FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE
 FS0357'STATION MARK.
 FS0357'
 FS0357'REFERENCE MARK NO. 2, A STANDARD USC AND GS BENCH MARK DISK SET
 FS0357'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING 10
 FS0357'INCHES ABOVE THE GROUND, IS STAMPED Z 121 1935.  IT IS 1-1/2 FOOT
 FS0357'EAST OF A 4 INCH SQUARE WHITE WOODEN WITNESS POST, AND 22-1/2
 FS0357'FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FS0357'
 FS0357'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 FS0357'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, IS
 FS0357'STAMPED DONELLI 1947.  IT IS ON THE EAST SIDE OF U.S. HIGHWAY
 FS0357'93 AND 466, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 FS0357'100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0357'
 FS0357'TO REACH THE STATION FROM THE ATCHISON, TOPEKA, AND SANTA FE
 FS0357'RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY 93
 FS0357'AND 466 FOR 27.7 MILES TO THE STATION ON THE LEFT.  A DRIVE
 FS0357'STATION.
 FS0357
 FS0357                          STATION RECOVERY (1949)
 FS0357
 FS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FS0357'8.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0357'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0357'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST
 FS0357'OF MILEPOST 44, 74 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0357'HIGHWAY, 25.3 FEET SOUTHWEST OF A FENCE, ABOUT 1 FOOT LOWER
 FS0357'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0357'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0357
 FS0357                          STATION RECOVERY (1950)
 FS0357
 FS0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS0357'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FS0357'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE
 FS0357'MARKS AND THE AZIMUTH MARK WERE MEASURED AND FOUND TO BE CORRECT.
 FS0357'THE DESCRIPTION OF THE STATION IS ADEQUATE WITH THE FOLLOWING
 FS0357'ADDITION--THE STATION IS 1.2 MILES NORTHWEST OF A T- JUNCTION
 FS0357'WHICH IS AT OLD RUINS OF ABANDONED BUILDINGS.
 FS0357
 FS0357                          STATION RECOVERY (1955)
 FS0357
 FS0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS0357'RECOVERED - THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FS0357'WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 FS0357'CORRECT.
 FS0357
 FS0357                          STATION RECOVERY (1968)
 FS0357
 FS0357'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS0357'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS AND THE
 FS0357'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION
 FS0357'IS ADEQUATE AND CORRECT
 FS0357
 FS0357                          STATION RECOVERY (1981)
 FS0357
 FS0357'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0357'THE STATION MARK, REFERENCE MARKS AND AZ1MUTH MARK WERE RECOVERED IN
 FS0357'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  A NEW ROUTN TO THE
 FS0357'STATION FOLLOWS.
 FS0357'
 FS0357'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS0357'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0357'US 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE
 FS0357'CONTINUE NORTH ALONG US 93 FOR 18.35 MILES TO GRASSHOPPER JUNCTION,
 FS0357'CONTINUE NORTH FOR 7.85 MILES TO COTTONWOOD ROAD ON THE LEFT, CONTINUE
 FS0357'NORTH FOR 1.15 MILES TO THE STATION ON THE LEFT, 75 FEET WEST OF THE
 FS0357'HIGHWAY AND 25 FEET EAST OF THE RIGHT OF WAY FENCELINE AND 3 FEET EAST
 FS0357'OF THE WITNESS POST.
 FS0357
 FS0357                          STATION RECOVERY (1982)
 FS0357
 FS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0362 ***********************************************************************
 FS0362  DESIGNATION -  DONELLI AZ MK
 FS0362  PID         -  FS0362
 FS0362  STATE/COUNTY-  AZ/MOHAVE
 FS0362  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0362
 FS0362                         *CURRENT SURVEY CONTROL
 FS0362  ___________________________________________________________________
 FS0362* NAD 83(1986)-  35 30 06.     (N)    114 19 57.     (W)     SCALED    
 FS0362* NAVD 88     -       943.118  (meters)    3094.21   (feet)  ADJUSTED  
 FS0362  ___________________________________________________________________
 FS0362  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0362  DYNAMIC HT  -         942.034 (meters)    3090.66  (feet)  COMP
 FS0362  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 FS0362
 FS0362  VERT ORDER  -  FIRST     CLASS I
 FS0362
 FS0362.The horizontal coordinates were scaled from a topographic map and have
 FS0362.an estimated accuracy of +/- 6 seconds.
 FS0362
 FS0362.The orthometric height was determined by differential leveling
 FS0362.and adjusted by the National Geodetic Survey in June 1991..
 FS0362
 FS0362.The geoid height was determined by GEOID03.
 FS0362
 FS0362.The dynamic height is computed by dividing the NAVD 88
 FS0362.geopotential number by the normal gravity value computed on the
 FS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0362.degrees latitude (g = 980.6199 gals.).
 FS0362
 FS0362.The modeled gravity was interpolated from observed gravity values.
 FS0362
 FS0362;                    North         East    Units  Estimated Accuracy
 FS0362;SPC AZ W     -   499,400.      160,510.      MT  (+/- 180 meters Scaled)
 FS0362
 FS0362                          SUPERSEDED SURVEY CONTROL
 FS0362
 FS0362.No superseded survey control is available for this station.
 FS0362
 FS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV419319(NAD 83)
 FS0362_MARKER: DZ = AZIMUTH MARK DISK
 FS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0362_STAMPING: DONELLI 1947
 FS0362_MARK LOGO: CHS   
 FS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0362+STABILITY: SURFACE MOTION
 FS0362
 FS0362  HISTORY     - Date     Condition        Report By
 FS0362  HISTORY     - 1947     MONUMENTED       CGS
 FS0362  HISTORY     - 1950     GOOD             NGS
 FS0362  HISTORY     - 1982     GOOD             NGS
 FS0362
 FS0362                          STATION DESCRIPTION
 FS0362
 FS0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0362'8.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0362'8.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0362'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 101 FEET EAST OF THE
 FS0362'CENTER LINE OF THE HIGHWAY, 83.2 FEET NORTHEAST OF THE NORTHWEST
 FS0362'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 30-INCH CORRUGATED
 FS0362'METAL PIPE CULVERT, 1.3 FEET WEST OF A WIRE FENCE, ABOUT 1 FOOT
 FS0362'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0362'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0362
 FS0362                          STATION RECOVERY (1982)
 FS0362
 FS0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0362'RECOVERED IN GOOD CONDITION. ADD--1.6 KM (1.0 MI) NORTHWEST OF
 FS0362'COTTONWOOD ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0359 ***********************************************************************
 FS0359  DESIGNATION -  DONELLI RM 1
 FS0359  PID         -  FS0359
 FS0359  STATE/COUNTY-  AZ/MOHAVE
 FS0359  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0359
 FS0359                         *CURRENT SURVEY CONTROL
 FS0359  ___________________________________________________________________
 FS0359* NAD 83(1986)-  35 30 16.     (N)    114 20 09.     (W)     SCALED    
 FS0359* NAVD 88     -       938.374  (meters)    3078.65   (feet)  ADJUSTED  
 FS0359  ___________________________________________________________________
 FS0359  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0359  DYNAMIC HT  -         937.296 (meters)    3075.11  (feet)  COMP
 FS0359  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 FS0359
 FS0359  VERT ORDER  -  FIRST     CLASS I
 FS0359
 FS0359.The horizontal coordinates were scaled from a topographic map and have
 FS0359.an estimated accuracy of +/- 6 seconds.
 FS0359
 FS0359.The orthometric height was determined by differential leveling
 FS0359.and adjusted by the National Geodetic Survey in June 1991..
 FS0359
 FS0359.The geoid height was determined by GEOID03.
 FS0359
 FS0359.The dynamic height is computed by dividing the NAVD 88
 FS0359.geopotential number by the normal gravity value computed on the
 FS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0359.degrees latitude (g = 980.6199 gals.).
 FS0359
 FS0359.The modeled gravity was interpolated from observed gravity values.
 FS0359
 FS0359;                    North         East    Units  Estimated Accuracy
 FS0359;SPC AZ W     -   499,710.      160,210.      MT  (+/- 180 meters Scaled)
 FS0359
 FS0359                          SUPERSEDED SURVEY CONTROL
 FS0359
 FS0359  NGVD 29 (??/??/92)  937.588  (m)         3076.07   (f) ADJ UNCH    1 1
 FS0359
 FS0359.Superseded values are not recommended for survey control.
 FS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0359.See file dsdata.txt to determine how the superseded data were derived.
 FS0359
 FS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV416322(NAD 83)
 FS0359_MARKER: DR = REFERENCE MARK DISK
 FS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0359_STAMPING: DONELLI NO 1 1947
 FS0359_MARK LOGO: CGS   
 FS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0359+STABILITY: SURFACE MOTION
 FS0359
 FS0359  HISTORY     - Date     Condition        Report By
 FS0359  HISTORY     - 1947     MONUMENTED       CGS
 FS0359  HISTORY     - 1949     GOOD             NGS
 FS0359  HISTORY     - 1982     GOOD             NGS
 FS0359
 FS0359                          STATION DESCRIPTION
 FS0359
 FS0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0359'8.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0359'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0359'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST
 FS0359'OF MILEPOST 44, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0359'HIGHWAY, 27.0 FEET EAST OF TRIANGULATION STATION DONELLI, 0.7
 FS0359'FOOT SOUTHWEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 FS0359'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FS0359'THE GROUND.
 FS0359
 FS0359                          STATION RECOVERY (1982)
 FS0359
 FS0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2077 ***********************************************************************
 DU2077  DESIGNATION -  DONEY
 DU2077  PID         -  DU2077
 DU2077  STATE/COUNTY-  AZ/PINAL
 DU2077  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2077
 DU2077                         *CURRENT SURVEY CONTROL
 DU2077  ___________________________________________________________________
 DU2077* NAD 83(1992)-  33 16 03.80770(N)    111 20 17.12714(W)     ADJUSTED  
 DU2077* NAVD 88     -       636.1    (meters)    2087.     (feet)  VERTCON   
 DU2077  ___________________________________________________________________
 DU2077  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DU2077  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DU2077
 DU2077  HORZ ORDER  -  SECOND
 DU2077
 DU2077.The horizontal coordinates were established by classical geodetic methods
 DU2077.and adjusted by the National Geodetic Survey in August 1993..
 DU2077
 DU2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2077
 DU2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2077
 DU2077.The geoid height was determined by GEOID03.
 DU2077
 DU2077;                    North         East     Units Scale Factor Converg.
 DU2077;SPC AZ C     -   251,590.326   267,260.856   MT  0.99993581   +0 19 02.6
 DU2077;SPC AZ C     -   825,427.58    876,840.08   iFT  0.99993581   +0 19 02.6
 DU2077;UTM  12      - 3,681,018.491   468,512.616   MT  0.99961222   -0 11 07.7
 DU2077
 DU2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2077!SPC AZ C     -   0.99990472  x   0.99993581  =   0.99984054
 DU2077!UTM  12      -   0.99990472  x   0.99961222  =   0.99951698
 DU2077
 DU2077|---------------------------------------------------------------------|
 DU2077| PID    Reference Object                     Distance      Geod. Az  |
 DU2077|                                                           dddmmss.s |
 DU2077| CH5081 DONEY RM 1                            5.734 METERS 10511     |
 DU2077| DU2055 LORE RESET                          APPROX. 2.1 KM 1874530.0 |
 DU2077| CH5082 DONEY RM 2                           13.608 METERS 27657     |
 DU2077|---------------------------------------------------------------------|
 DU2077
 DU2077                          SUPERSEDED SURVEY CONTROL
 DU2077
 DU2077  NAD 83(1986)-  33 16 03.80220(N)    111 20 17.13004(W) AD(       ) 2
 DU2077  NAD 27      -  33 16 03.60848(N)    111 20 14.67434(W) AD(       ) 2
 DU2077  NGVD 29 (07/19/86)  635.5    (m)         2085.     (f) VERT ANG       
 DU2077
 DU2077.Superseded values are not recommended for survey control.
 DU2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2077.See file dsdata.txt to determine how the superseded data were derived.
 DU2077
 DU2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6851381018(NAD 83)
 DU2077_MARKER: DD = SURVEY DISK
 DU2077_SETTING: 66 = SET IN ROCK OUTCROP
 DU2077
 DU2077  HISTORY     - Date     Condition        Report By
 DU2077  HISTORY     - 1976     MONUMENTED       AZDT
 DU2077
 DU2077                          STATION DESCRIPTION
 DU2077
 DU2077'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2077'THE STATION IS ABOUT 0.7 MILES NORTH OF FLORENCE JUNCTION AND
 DU2077'U.S. HIGHWAY 60-80-89 ON THE HIGHEST PART OF A HILL.
 DU2077'
 DU2077'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DONEY
 DU2077'P AND M G.S. 1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2077'OUTCROP.  THE STATION IS LOCATED ON HIGHEST PART OF A LOW HILL
 DU2077'ABOUT 800 FEET EAST OF AN OLD PAVED ROAD.
 DU2077'
 DU2077'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2077'1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2077'
 DU2077'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2,
 DU2077'1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2077'
 DU2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 DU2077'80-89 AT FLORENCE JUNCTION, GO NORTHWEST ON U.S. 60 FOR 0.25
 DU2077'MILES TO AN OLD PAVED ROAD ON THE RIGHT (NORTH).  FOLLOW OLD PAVED
 DU2077'ROAD FOR 0.45 MILES TO THE STATION ON THE RIGHT (EAST) ABOUT 800
 DU2077'FEET EAST OF ROAD ON A LOW HILL.  ABOUT A 5 MINUTE PACK.
 DU2077'
 DU2077'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1278 ***********************************************************************
 DA1278  DESIGNATION -  DONKEY
 DA1278  PID         -  DA1278
 DA1278  STATE/COUNTY-  AZ/MARICOPA
 DA1278  USGS QUAD   -  TOM THUMB (1986)
 DA1278
 DA1278                         *CURRENT SURVEY CONTROL
 DA1278  ___________________________________________________________________
 DA1278* NAD 83(1992)-  32 33 26.69484(N)    112 33 23.11637(W)     ADJUSTED  
 DA1278* NAVD 88     -       946.8    (meters)    3106.     (feet)  VERTCON   
 DA1278  ___________________________________________________________________
 DA1278  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DA1278  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DA1278
 DA1278  HORZ ORDER  -  THIRD
 DA1278
 DA1278.The horizontal coordinates were established by classical geodetic methods
 DA1278.and adjusted by the National Geodetic Survey in August 1993..
 DA1278
 DA1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1278
 DA1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1278
 DA1278.The geoid height was determined by GEOID03.
 DA1278
 DA1278;                    North         East     Units Scale Factor Converg.
 DA1278;SPC AZ C     -   172,854.071   153,281.648   MT  0.99994449   -0 20 39.4
 DA1278;SPC AZ C     -   567,106.53    502,892.55   iFT  0.99994449   -0 20 39.4
 DA1278;UTM  12      - 3,603,291.908   353,876.429   MT  0.99986330   -0 50 15.8
 DA1278
 DA1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1278!SPC AZ C     -   0.99985621  x   0.99994449  =   0.99980071
 DA1278!UTM  12      -   0.99985621  x   0.99986330  =   0.99971953
 DA1278
 DA1278:                Primary Azimuth Mark                     Grid Az
 DA1278:SPC AZ C     -  SAUCEEDO                                 197 03 04.7
 DA1278:UTM  12      -  SAUCEEDO                                 197 32 41.1
 DA1278
 DA1278|---------------------------------------------------------------------|
 DA1278| PID    Reference Object                     Distance      Geod. Az  |
 DA1278|                                                           dddmmss.s |
 DA1278| DA1494 SAUCEEDO                            APPROX.11.1 KM 1964225.3 |
 DA1278|---------------------------------------------------------------------|
 DA1278
 DA1278                          SUPERSEDED SURVEY CONTROL
 DA1278
 DA1278  NAD 83(1986)-  32 33 26.68372(N)    112 33 23.11990(W) AD(       ) 3
 DA1278  NGVD 29 (06/20/88)  946.1    (m)         3104.     (f) VERT ANG       
 DA1278
 DA1278.Superseded values are not recommended for survey control.
 DA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1278.See file dsdata.txt to determine how the superseded data were derived.
 DA1278
 DA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5387603292(NAD 83)
 DA1278_MARKER: DS = TRIANGULATION STATION DISK
 DA1278_SETTING: 80 = SET IN A BOULDER
 DA1278_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1278+STABILITY: SURFACE MOTION
 DA1278
 DA1278  HISTORY     - Date     Condition        Report By
 DA1278  HISTORY     - 1949     MONUMENTED       USGS
 DA1278
 DA1278                          STATION DESCRIPTION
 DA1278
 DA1278'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1278'LOCATED ABOUT 29.0 MI SSW. OF GILA BEND, 2.5 MI WSW. OF ABANDONED
 DA1278'INDIAN VILLAGE OF SAUCEDA.  ON EAST RIM OF LARGE BRUSHY BLACK LAVA
 DA1278'RIDGE, 200 FT W. OF EDGE OF FLAT RIDGE TOP IN AREA CLEARED OF
 DA1278'BRUSH AND OCOTILLO JUST N. OF SWALE BETWEEN TWO SMALL POINTS ON
 DA1278'EDGE OF RIDGE.
 DA1278'
 DA1278'TO REACH FROM GILA BEND POST OFFICE, DRIVE 10.7 MI SW. ON STATE
 DA1278'HWY. 85.  TURN LEFT (S.) ON DIRT RD. CROSSING RR. TRACKS 9.5 MI TO
 DA1278'RD. FORKS.  TAKE LEFT FORK 0.7 MI TO RD. FORKS.  TAKE LEFT FORK 0.6
 DA1278'MI TO FENCE, PASS THROUGH GATE 6.0 MI S.  TURN LEFT ABOUT 75
 DA1278'YARDS CROSS-COUNTRY TO N.-S. RD.  CONTINUE 5.85 MI S. TO
 DA1278'ABANDONED INDIAN VILLAGE AT SAUCEDA WELL.  TURN RIGHT (W.) ON DIM
 DA1278'RD. AT LOWER END OF VILLAGE 1.25 MI TO SADDLE.  LEAVE RD. S.
 DA1278'CROSS-COUNTRY 1.3 MI UP LARGE VALLEY TO END OF RD.  PACK ACROSS
 DA1278'DRAIN AND UP TO TOP OF RIDGE.  A 45-MINUTE PACK.  (4-WHEEL DRIVE
 DA1278'NEEDED AFTER LEAVING RD.)
 DA1278'
 DA1278'STATION MARK--STANDARD TABLET STAMPED---DONKEY 1949---, CEMENTED IN
 DA1278'DRILL HOLE IN NATURALLY-EMBEDDED LAVA BOULDER.
 DA1278'
 DA1278'RM 1--STANDARD RM TABLET STAMPED---RM 1 DONKEY 1949---, CEMENTED IN
 DA1278'NATURALLY-EMBEDDED BOULDER.
 DA1278'
 DA1278'RM 2--STANDARD RM TABLET STAMPED---RM 2 DONKEY 1949---, CEMENTED IN
 DA1278'NATURALLY-EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2078 ***********************************************************************
 DU2078  DESIGNATION -  DONS
 DU2078  PID         -  DU2078
 DU2078  STATE/COUNTY-  AZ/PINAL
 DU2078  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2078
 DU2078                         *CURRENT SURVEY CONTROL
 DU2078  ___________________________________________________________________
 DU2078* NAD 83(1992)-  33 17 40.78254(N)    111 21 00.60900(W)     ADJUSTED  
 DU2078* NAVD 88     -       673.8    (meters)    2211.     (feet)  VERTCON   
 DU2078  ___________________________________________________________________
 DU2078  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DU2078  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU2078
 DU2078  HORZ ORDER  -  SECOND
 DU2078
 DU2078.The horizontal coordinates were established by classical geodetic methods
 DU2078.and adjusted by the National Geodetic Survey in August 1993..
 DU2078
 DU2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2078
 DU2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2078
 DU2078.The geoid height was determined by GEOID03.
 DU2078
 DU2078;                    North         East     Units Scale Factor Converg.
 DU2078;SPC AZ C     -   254,571.537   266,119.403   MT  0.99993431   +0 18 39.5
 DU2078;SPC AZ C     -   835,208.45    873,095.15   iFT  0.99993431   +0 18 39.5
 DU2078;UTM  12      - 3,684,008.644   467,397.740   MT  0.99961310   -0 11 32.0
 DU2078
 DU2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2078!SPC AZ C     -   0.99989878  x   0.99993431  =   0.99983310
 DU2078!UTM  12      -   0.99989878  x   0.99961310  =   0.99951192
 DU2078
 DU2078|---------------------------------------------------------------------|
 DU2078| PID    Reference Object                     Distance      Geod. Az  |
 DU2078|                                                           dddmmss.s |
 DU2078| CH5084 DONS RM 2                             9.549 METERS 01535     |
 DU2078| CH5083 DONS RM 1                            10.859 METERS 13517     |
 DU2078| DU2081 SCENIC                              APPROX. 5.7 KM 2870703.3 |
 DU2078|---------------------------------------------------------------------|
 DU2078
 DU2078                          SUPERSEDED SURVEY CONTROL
 DU2078
 DU2078  NAD 83(1986)-  33 17 40.77717(N)    111 21 00.61196(W) AD(       ) 2
 DU2078  NAD 27      -  33 17 40.58656(N)    111 20 58.15370(W) AD(       ) 2
 DU2078  NGVD 29 (07/19/86)  673.3    (m)         2209.     (f) VERT ANG       
 DU2078
 DU2078.Superseded values are not recommended for survey control.
 DU2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2078.See file dsdata.txt to determine how the superseded data were derived.
 DU2078
 DU2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6739884009(NAD 83)
 DU2078_MARKER: DD = SURVEY DISK
 DU2078_SETTING: 66 = SET IN ROCK OUTCROP
 DU2078
 DU2078  HISTORY     - Date     Condition        Report By
 DU2078  HISTORY     - 1975     MONUMENTED       AZDT
 DU2078
 DU2078                          STATION DESCRIPTION
 DU2078
 DU2078'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2078'THE STATION IS ABOUT 2.8 MILES NORTHWEST OF FLORENCE JUNCTION
 DU2078'AND 1.9 MILES NORTH OF U.S. HWY. 60-80-89 ON A ROCKY RIDGE THAT
 DU2078'EXTENDS EAST AND WEST.
 DU2078'
 DU2078'THE STATION IS AN A.D.O.T. HWY. DIVISION DISK STAMPED DONS
 DU2078'P AND M GS 1975 AND IS EPOXIED IN A ROCK OUTCROP.  THE STATION
 DU2078'IS LOCATED ON A ROCKY RIDGE WHICH PARALLELS THE OLD PAVED ROAD
 DU2078'AND IS ABOUT 250 FEET HIGHER THAN THE ROADWAY.  THE RIDGE IS
 DU2078'ABOUT 3/4 MILE LONG RUNNING EAST-WEST AND STATION IS WEST OF
 DU2078'CENTER OF RIDGE AND IS NOT ON THE HIGHEST POINT.
 DU2078'
 DU2078'REFERENCE MARK 1 IS AN A.D.O.T. HWY. DIVISION DISK STAMPED
 DU2078'RM 1 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2078'
 DU2078'REFERENCE MARK 2 IS AN A.D.O.T. HWY. DIVISION DISK STAMPED
 DU2078'RM 2 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2078'
 DU2078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DU2078'80-89 AT FLORENCE JUNCTION, GO NORTHWEST ON U.S. 60 FOR 0.25
 DU2078'MILES TO AN OLD PAVED ROAD ON THE RIGHT (NORTH).  FOLLOW OLD
 DU2078'PAVED ROAD FOR 3.45 MILES PASSING A MICRO-WAVE STATION ON THE
 DU2078'LEFT NEAR THE SOUTHEAST END OF A ROCKY RIDGE.  ABOUT MIDWAY OF
 DU2078'RIDGE, TAKE TRAIL, LEFT, TO THE BASE OF THE RIDGE.  ABOUT A 15
 DU2078'MIN. PACK TO STATION.
 DU2078'
 DU2078'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0972 ***********************************************************************
 CG0972  DESIGNATION -  DOPE
 CG0972  PID         -  CG0972
 CG0972  STATE/COUNTY-  AZ/COCHISE
 CG0972  USGS QUAD   -  BENSON (1983)
 CG0972
 CG0972                         *CURRENT SURVEY CONTROL
 CG0972  ___________________________________________________________________
 CG0972* NAD 83(1992)-  31 56 50.01062(N)    110 20 29.16194(W)     ADJUSTED  
 CG0972* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 CG0972  ___________________________________________________________________
 CG0972  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CG0972  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0972
 CG0972  HORZ ORDER  -  SECOND
 CG0972
 CG0972.The horizontal coordinates were established by classical geodetic methods
 CG0972.and adjusted by the National Geodetic Survey in August 1993..
 CG0972
 CG0972.The orthometric height was scaled from a topographic map.
 CG0972
 CG0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0972
 CG0972.The geoid height was determined by GEOID03.
 CG0972
 CG0972;                    North         East     Units Scale Factor Converg.
 CG0972;SPC AZ E     -   105,028.934   196,837.886   MT  0.99990337   -0 05 32.9
 CG0972;SPC AZ E     -   344,583.12    645,793.59   iFT  0.99990337   -0 05 32.9
 CG0972;SPC AZ C     -   106,099.035   362,287.318   MT  1.00017345   +0 50 01.2
 CG0972;SPC AZ C     -   348,093.95  1,188,606.69   iFT  1.00017345   +0 50 01.2
 CG0972;UTM  12      - 3,534,775.307   562,241.302   MT  0.99964778   +0 20 54.5
 CG0972
 CG0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0972!SPC AZ E     -   0.99980471  x   0.99990337  =   0.99970810
 CG0972!SPC AZ C     -   0.99980471  x   1.00017345  =   0.99997813
 CG0972!UTM  12      -   0.99980471  x   0.99964778  =   0.99945256
 CG0972
 CG0972|---------------------------------------------------------------------|
 CG0972| PID    Reference Object                     Distance      Geod. Az  |
 CG0972|                                                           dddmmss.s |
 CG0972| CC7265 DOPE RM 1                            12.700 METERS 01753     |
 CG0972| CC7267 DOPE RM 3                                          09101     |
 CG0972| CC7266 DOPE RM 2                            13.322 METERS 12612     |
 CG0972| CG0975 AVIATION BEACON 45 A                APPROX. 4.0 KM 2214040.4 |
 CG0972| CG0968 DOPE 2                               49.291 METERS 22141     |
 CG0972|---------------------------------------------------------------------|
 CG0972
 CG0972                          SUPERSEDED SURVEY CONTROL
 CG0972
 CG0972  NAD 83(1986)-  31 56 50.00458(N)    110 20 29.15798(W) AD(       ) 2
 CG0972  NAD 27      -  31 56 49.70260(N)    110 20 26.89960(W) AD(       ) 2
 CG0972
 CG0972.Superseded values are not recommended for survey control.
 CG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0972.See file dsdata.txt to determine how the superseded data were derived.
 CG0972
 CG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6224134775(NAD 83)
 CG0972_MARKER: DS = TRIANGULATION STATION DISK
 CG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0972
 CG0972  HISTORY     - Date     Condition        Report By
 CG0972  HISTORY     - 1960     MONUMENTED       CGS
 CG0972  HISTORY     - 1961     GOOD             AZHD
 CG0972
 CG0972                          STATION DESCRIPTION
 CG0972
 CG0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0972'STATION IS LOCATED ON A SMALL RIDGE ABOUT 3 MILES, AIRLINE,
 CG0972'WEST-SOUTHWEST OF BENSON, 1-1/2 MILES SOUTH OF U.S. HIGHWAY
 CG0972'80 AND 3/4 MILE SOUTHWEST OF THE RAILROAD SIDING AT WHETSTONE.
 CG0972'
 CG0972'REACHED FROM THE EAST END OF WHETSTONE OVERPASS (ABOUT 3.5
 CG0972'MILES WEST OF BENSON) IN THE EAST BOUND LANE OF U.S. HIGHWAY
 CG0972'80, BY GOING EAST ON HIGHWAY 80 FOR 0.15 MILE TO A SIDE ROAD
 CG0972'RIGHT AND SIGN WHETSTONE, TURN RIGHT, SOUTHEAST, FOR 0.7 MILE
 CG0972'TO FORKS, TAKE RIGHT FORK, CROSSING RAILROAD TRACKS, FOR
 CG0972'0.2 MILE TO TWO GATES ABOUT 75 FEET APART CONTINUE ON TRACK
 CG0972'ROAD, PASSING THROUGH BOTH GATES FOR 0.4 MILE TO FORKS, TAKE
 CG0972'RIGHT FORK FOR 0.7 MILE TO SUMMIT OF SMALL RIDGE, AT THIS
 CG0972'POINT TURN LEFT AND FOLLOW RIDGE NORTHEAST FOR 0.6 MILE TO
 CG0972'STATION.
 CG0972'
 CG0972'STATION MARKS ARE STANDARD DISKS, STAMPED DOPE 1960.  THE
 CG0972'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CG0972'POST PROJECTING 6 INCHES.  IT IS 9.2 FEET SOUTH OF A WITNESS
 CG0972'POST.
 CG0972'
 CG0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOPE NO 1 1960,
 CG0972'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0972'6 INCHES.  IT IS 32.8 FEET NORTH OF THE WITNESS POST.
 CG0972'
 CG0972'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DOPE NO 2
 CG0972'1960, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CG0972'PROJECTING 4 INCHES.  IT IS 48.8 FEET SOUTH OF THE
 CG0972'WITNESS POST.
 CG0972'
 CG0972'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  EITHER
 CG0972'TRIANGULATION STATION WHET OR BEACON NO. 14 CAN BE USED AS
 CG0972'AZIMUTH MARK.
 CG0972'
 CG0972'NOTE--NO DESCRIPTION FOR R.M. 3 WAS WRITTEN BY FIELD PARTY.
 CG0972
 CG0972                          STATION RECOVERY (1961)
 CG0972
 CG0972'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1961
 CG0972'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CG0972'A NEW STATION DOPE 2 WAS ESTABLISHED ON THE LINE TO BEACON
 CG0972'14A AND IT IS 161.418 FEET FROM STATION.  STATION AND REFERENCE
 CG0972'MARKS 1 AND 2 WERE DESTROYED AFTER DOPE 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0968 ***********************************************************************
 CG0968  DESIGNATION -  DOPE 2
 CG0968  PID         -  CG0968
 CG0968  STATE/COUNTY-  AZ/COCHISE
 CG0968  USGS QUAD   -  BENSON (1983)
 CG0968
 CG0968                         *CURRENT SURVEY CONTROL
 CG0968  ___________________________________________________________________
 CG0968* NAD 83(1992)-  31 56 48.81535(N)    110 20 30.40988(W)     ADJUSTED  
 CG0968* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 CG0968  ___________________________________________________________________
 CG0968  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CG0968  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0968
 CG0968  HORZ ORDER  -  THIRD
 CG0968
 CG0968.The horizontal coordinates were established by classical geodetic methods
 CG0968.and adjusted by the National Geodetic Survey in August 1993..
 CG0968.No horizontal observational check was made to the station.
 CG0968
 CG0968.The orthometric height was scaled from a topographic map.
 CG0968
 CG0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0968
 CG0968.The geoid height was determined by GEOID03.
 CG0968
 CG0968;                    North         East     Units Scale Factor Converg.
 CG0968;SPC AZ E     -   104,992.174   196,805.055   MT  0.99990338   -0 05 33.6
 CG0968;SPC AZ E     -   344,462.51    645,685.88   iFT  0.99990338   -0 05 33.6
 CG0968;SPC AZ C     -   106,061.739   362,255.076   MT  1.00017333   +0 50 00.5
 CG0968;SPC AZ C     -   347,971.58  1,188,500.91   iFT  1.00017333   +0 50 00.5
 CG0968;UTM  12      - 3,534,738.305   562,208.763   MT  0.99964773   +0 20 53.9
 CG0968
 CG0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0968!SPC AZ E     -   0.99980518  x   0.99990338  =   0.99970858
 CG0968!SPC AZ C     -   0.99980518  x   1.00017333  =   0.99997848
 CG0968!UTM  12      -   0.99980518  x   0.99964773  =   0.99945298
 CG0968
 CG0968:                Primary Azimuth Mark                     Grid Az
 CG0968:SPC AZ E     -  AVIATION BEACON 45 A                     221 46 13.4
 CG0968:SPC AZ C     -  AVIATION BEACON 45 A                     220 50 39.3
 CG0968:UTM  12      -  AVIATION BEACON 45 A                     221 19 45.9
 CG0968
 CG0968|---------------------------------------------------------------------|
 CG0968| PID    Reference Object                     Distance      Geod. Az  |
 CG0968|                                                           dddmmss.s |
 CG0968| CG0975 AVIATION BEACON 45 A                APPROX. 4.0 KM 2214039.8 |
 CG0968| CC7268 DOPE 2 RM 1                          10.951 METERS 25032     |
 CG0968| CC7269 DOPE 2 RM 2                          12.189 METERS 34120     |
 CG0968|---------------------------------------------------------------------|
 CG0968
 CG0968                          SUPERSEDED SURVEY CONTROL
 CG0968
 CG0968  NAD 83(1986)-  31 56 48.80932(N)    110 20 30.40592(W) AD(       ) 3
 CG0968  NAD 27      -  31 56 48.50950(N)    110 20 28.14520(W) AD(       ) 3
 CG0968
 CG0968.Superseded values are not recommended for survey control.
 CG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0968.See file dsdata.txt to determine how the superseded data were derived.
 CG0968
 CG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6220934738(NAD 83)
 CG0968_MARKER: DS = TRIANGULATION STATION DISK
 CG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0968+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0968
 CG0968  HISTORY     - Date     Condition        Report By
 CG0968  HISTORY     - 1961     MONUMENTED       AZHD
 CG0968  HISTORY     - 1974     GOOD             USGS
 CG0968  HISTORY     - 20060908 GOOD             GEOCAC
 CG0968
 CG0968                          STATION DESCRIPTION
 CG0968
 CG0968'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1961
 CG0968'STATION IS LOCATED ON A SMALL RIDGE ABOUT 3 MILES, AIRLINE,
 CG0968'WEST-SOUTHWEST OF BENSON, 1-1/2 MILES SOUTH OF U.S. HIGHWAY
 CG0968'80 AND 3/4 MILE SOUTHWEST OF THE RAILROAD SIDING AT WHETSTONE.
 CG0968'
 CG0968'TO REACH FROM THE EAST END OF WHETSTONE OVERPASS (ABOUT 3.5
 CG0968'MILES WEST OF BENSON) IN THE EAST BOUND LANE OF U.S. HIGHWAY
 CG0968'80, BY GOING EAST ON HIGHWAY 80 FOR 0.15 MILE TO A SIDE ROAD
 CG0968'RIGHT AND SIGN WHETSTONE, TURN RIGHT, SOUTHEAST, AND GO 0.7
 CG0968'MILE TO FORKS, TAKE RIGHT FORK, CROSSING RAILROAD TRACKS,
 CG0968'AND GO 0.2 MILE TO TWO GATES ABOUT 75 FEET APART CONTINUE
 CG0968'ON TRACK ROAD, PASSING THROUGH BOTH GATES FOR 0.4 MILE TO
 CG0968'FORKS, TAKE RIGHT FORK FOR 0.7 MILE TO SUMMIT OF SMALL RIDGE,
 CG0968'AT THIS POINT TURN LEFT AND FOLLOW RIDGE NORTHEAST FOR 0.6
 CG0968'MILE TO STATION.
 CG0968'
 CG0968'THE STATION MARK IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0968'6 INCHES.  IT IS 8 FEET WEST OF A WITNESS POST AND 142 FEET
 CG0968'WEST OF THE NEW ROAD.
 CG0968'
 CG0968'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'NO 1, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0968'PROJECTING 2 INCHES.
 CG0968'
 CG0968'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'NO 2, SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CG0968'
 CG0968'THE NEW STATION WAS SET ON THE AZIMUTH LINE TO BEACON 14A, IT
 CG0968'IS 161.418 FEET FROM STATION DOPE 1960.
 CG0968
 CG0968                          STATION RECOVERY (1974)
 CG0968
 CG0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JJW)
 CG0968'TO REACH FROM THE INTERSECTION OF HIGHWAY 90 AND INTERSTATE
 CG0968'10.  GO SOUTH ALONG HIGHWAY 90 FOR 1.25 MILES.  THE STATION
 CG0968'IS 150 FT. WEST OF CENTERLINE OF HIGHWAY ON SMALL RIDGE.
 CG0968'
 CG0968'ALL MARKS ARE IN GOOD CONDITION.
 CG0968
 CG0968                          STATION RECOVERY (2006)
 CG0968
 CG0968'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0968'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0968'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0753 ***********************************************************************
 DT0753  DESIGNATION -  DORSEY
 DT0753  PID         -  DT0753
 DT0753  STATE/COUNTY-  AZ/GREENLEE
 DT0753  USGS QUAD   -  CLIFTON (1989)
 DT0753
 DT0753                         *CURRENT SURVEY CONTROL
 DT0753  ___________________________________________________________________
 DT0753* NAD 83(1992)-  33 07 08.18925(N)    109 18 00.20349(W)     ADJUSTED  
 DT0753* NAVD 88     -      1373.5    (meters)    4506.     (feet)  VERTCON   
 DT0753  ___________________________________________________________________
 DT0753  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DT0753  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 DT0753
 DT0753  HORZ ORDER  -  SECOND
 DT0753
 DT0753.The horizontal coordinates were established by classical geodetic methods
 DT0753.and adjusted by the National Geodetic Survey in August 1993..
 DT0753
 DT0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0753
 DT0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0753
 DT0753.The geoid height was determined by GEOID03.
 DT0753
 DT0753;                    North         East     Units Scale Factor Converg.
 DT0753;SPC AZ E     -   235,275.668   294,231.828   MT  0.99998061   +0 28 24.7
 DT0753;SPC AZ E     -   771,901.80    965,327.52   iFT  0.99998061   +0 28 24.7
 DT0753;UTM  12      - 3,665,758.661   658,597.672   MT  0.99991014   +0 55 44.4
 DT0753
 DT0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0753!SPC AZ E     -   0.99978835  x   0.99998061  =   0.99976897
 DT0753!UTM  12      -   0.99978835  x   0.99991014  =   0.99969851
 DT0753
 DT0753:                Primary Azimuth Mark                     Grid Az
 DT0753:SPC AZ E     -  CRUZ                                     027 04 16.1
 DT0753:UTM  12      -  CRUZ                                     026 36 56.4
 DT0753
 DT0753|---------------------------------------------------------------------|
 DT0753| PID    Reference Object                     Distance      Geod. Az  |
 DT0753|                                                           dddmmss.s |
 DT0753| DT0743 CRUZ                                APPROX. 6.0 KM 0273240.8 |
 DT0753| CD2822 DORSEY RM 1                           6.155 METERS 05756     |
 DT0753| CD2823 DORSEY RM 2                          11.526 METERS 30012     |
 DT0753|---------------------------------------------------------------------|
 DT0753
 DT0753                          SUPERSEDED SURVEY CONTROL
 DT0753
 DT0753  NAD 83(1986)-  33 07 08.18501(N)    109 18 00.20200(W) AD(       ) 2
 DT0753  NAD 27      -  33 07 07.96115(N)    109 17 57.94020(W) AD(       ) 2
 DT0753  NGVD 29 (07/19/86) 1372.8    (m)         4504.     (f) VERT ANG       
 DT0753
 DT0753.Superseded values are not recommended for survey control.
 DT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0753.See file dsdata.txt to determine how the superseded data were derived.
 DT0753
 DT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5859865759(NAD 83)
 DT0753_MARKER: DD = SURVEY DISK
 DT0753_SETTING: 66 = SET IN ROCK OUTCROP
 DT0753_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0753+STABILITY: POSITION/ELEVATION WELL
 DT0753
 DT0753  HISTORY     - Date     Condition        Report By
 DT0753  HISTORY     - 1978     MONUMENTED       AZDT
 DT0753
 DT0753                          STATION DESCRIPTION
 DT0753
 DT0753'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0753'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF CLIFTON ON THE
 DT0753'HIGHEST POINT OF RED COLORED RIDGE ABOUT 1 MILE WEST OF THE SAN
 DT0753'FRANCISCO RIVER.
 DT0753'
 DT0753'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DORSEY
 DT0753'1978 AND IS EPOXIED IN A DRILL HOLE IN A ROCK.  STATION IS MARKED
 DT0753'WITH A WITNESS POST AND SIGN 4 FEET TO THE NORTHWEST.
 DT0753'
 DT0753'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DORSEY
 DT0753'R.M. 1 1978 AND IS EPOXIED TO A ROCK.
 DT0753'
 DT0753'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DORSEY
 DT0753'R.M. 2 1978 EPOXIED TO A ROCK.
 DT0753'
 DT0753'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0753'U.S. HWY. 666 IN CLIFTON, TRAVEL ON THE NORTH CLIFTON RD. TO A
 DT0753'BRIDGE, CROSS BRIDGE AND GO 1.10 MILE TO A FORK, TAKE LEFT FORK
 DT0753'FOLLOWING MAIN ROAD FOR 0.80 MILE TO A T ROAD, FORD THE RIVER AND
 DT0753'GO 1 MILE TO A PUMPING STATION, CONTINUE PAST PUMPING STATION FOR 1
 DT0753'MILE TO A ROAD FORK, TAKE LEFT FORK AND GO 1.4 MILE TO A SADDLE
 DT0753'AND CROSS A TRAIL, END OF TRUCK TRAVEL.  PACK SOUTHEAST TOWARD
 DT0753'RIVER AND HIGHEST POINT ON RIDGE AND THE STATION.  ABOUT A 15
 DT0753'MINUTE PACK.
 DT0753'
 DT0753'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1177 ***********************************************************************
 CY1177  DESIGNATION -  DOS
 CY1177  PID         -  CY1177
 CY1177  STATE/COUNTY-  AZ/COCHISE
 CY1177  USGS QUAD   -  DOS CABEZAS (1978)
 CY1177
 CY1177                         *CURRENT SURVEY CONTROL
 CY1177  ___________________________________________________________________
 CY1177* NAD 83(1992)-  32 09 33.12955(N)    109 34 51.67176(W)     ADJUSTED  
 CY1177* NAVD 88     -      1723.7    (meters)    5655.     (feet)  VERTCON   
 CY1177  ___________________________________________________________________
 CY1177  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CY1177  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CY1177
 CY1177  HORZ ORDER  -  FIRST
 CY1177
 CY1177.The horizontal coordinates were established by classical geodetic methods
 CY1177.and adjusted by the National Geodetic Survey in August 1993..
 CY1177
 CY1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1177
 CY1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1177
 CY1177.The geoid height was determined by GEOID03.
 CY1177
 CY1177;                    North         East     Units Scale Factor Converg.
 CY1177;SPC AZ E     -   128,669.223   268,598.661   MT  0.99993762   +0 18 42.2
 CY1177;SPC AZ E     -   422,143.12    881,229.20   iFT  0.99993762   +0 18 42.2
 CY1177;UTM  12      - 3,558,964.356   633,804.118   MT  0.99982079   +0 45 19.4
 CY1177
 CY1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1177!SPC AZ E     -   0.99973358  x   0.99993762  =   0.99967122
 CY1177!UTM  12      -   0.99973358  x   0.99982079  =   0.99955442
 CY1177
 CY1177:                Primary Azimuth Mark                     Grid Az
 CY1177:SPC AZ E     -  DOS AZ MK                                038 59 50.4
 CY1177:UTM  12      -  DOS AZ MK                                038 33 13.2
 CY1177
 CY1177|---------------------------------------------------------------------|
 CY1177| PID    Reference Object                     Distance      Geod. Az  |
 CY1177|                                                           dddmmss.s |
 CY1177| CC7270 DOS AZ MK                                          0391832.6 |
 CY1177| CC7271 DOS RM 1                             12.834 METERS 06107     |
 CY1177| CY1150 WOOD WATER TANK                     APPROX.12.6 KM 1150250.7 |
 CY1177| CY1182 WINDMILL ABOUT 5 MI NE OF PAT       APPROX. 9.7 KM 1674119.3 |
 CY1177| CC7272 DOS RM 2                             11.618 METERS 35505     |
 CY1177|---------------------------------------------------------------------|
 CY1177
 CY1177                          SUPERSEDED SURVEY CONTROL
 CY1177
 CY1177  NAD 83(1986)-  32 09 33.12440(N)    109 34 51.66781(W) AD(       ) 1
 CY1177  NAD 27      -  32 09 32.84200(N)    109 34 49.43600(W) AD(       ) 1
 CY1177  NGVD 29 (07/19/86) 1722.9    (m)         5653.     (f) VERT ANG       
 CY1177
 CY1177.Superseded values are not recommended for survey control.
 CY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1177.See file dsdata.txt to determine how the superseded data were derived.
 CY1177
 CY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3380458964(NAD 83)
 CY1177_MARKER: DS = TRIANGULATION STATION DISK
 CY1177_SETTING: 66 = SET IN ROCK OUTCROP
 CY1177
 CY1177  HISTORY     - Date     Condition        Report By
 CY1177  HISTORY     - 1935     MONUMENTED       CGS
 CY1177  HISTORY     - 1945     GOOD             CGS
 CY1177  HISTORY     - 1982     SEE DESCRIPTION  LOCSUR
 CY1177
 CY1177                          STATION DESCRIPTION
 CY1177
 CY1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1177'STATION IS LOCATED IN SEC. 3, T. 15 S., R. 27 E., ON THE MOST
 CY1177'E OF A SERIES OF DETACHED, KNIFED RIDGED CHAIN OF HILLS FORMING
 CY1177'THE S END OF THE DOS CABEZAS RANGE.  THE MAIN ROAD FROM WILLCOX
 CY1177'TO THE CHIRICAHUA NATIONAL MONUMENT GOES BETWEEN THESE AND THE
 CY1177'MAIN BULK OF THE RANGE.
 CY1177'
 CY1177'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1177'HOLES IN OUTCROPPING BEDROCK.
 CY1177'
 CY1177'REACHED FROM WILLCOX AS FOLLOWS--GO S FROM THE DEPOT AS PER
 CY1177'SIGN CHIRICAHUA NATIONAL MON FOR 6.1 MILES, TAKE THE LEFT
 CY1177'FORK AS PER SIGN DOS CABEZOS AND GO 8.6 MILES TO DOS CABEZOS,
 CY1177'CONTINUE STRAIGHT THROUGH THE VILLAGE AND TAKE RIGHT FORK AT
 CY1177'SIGN READING CHIRI. NATIONAL MON. WILLCOX 16, BOWIE 13 IN
 CY1177'GO 0.3 MILE, KEEP LEFT, GO 1.5 MILES, TURN LEFT AT FENCE CORNER
 CY1177'AND GO 0.15 MILE, TURN RIGHT AFTER PASSING THROUGH CATTLE
 CY1177'GUARD (UNFINISHED HOUSE ON LEFT) AND GO 0.3 MILE TOWARDS FOOT
 CY1177'OF HILL AND END OF TRUCK TRAVEL.  FROM HERE CLIMB W UP STEEP
 CY1177'SLOPE TO TOP OF HILL AND STATION.
 CY1177
 CY1177                          STATION RECOVERY (1945)
 CY1177
 CY1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1177'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CY1177'AN AZIMUTH MARK HAS BEEN SET AS NOTED BELOW.
 CY1177'
 CY1177'STATION IS LOCATED ABOUT 16 MILES (AIR LINE) ESE OF WILLCOX
 CY1177'AND 2-1/4 MILES ESE OF DOS CABEZOS.
 CY1177'
 CY1177'TO REACH STATION FROM THE POST OFFICE IN WILLCOX, GO SE ON
 CY1177'THE MAIN GRADED ROAD FOR 6.2 MILES TO A FORK.  TAKE LEFT FORK
 CY1177'AND GO 8.55 MILES TO THE POST OFFICE IN DOS CABEZOS.  CONTINUE
 CY1177'ON THE MAIN ROAD FOR 2.4 MILES.  (THE AZIMUTH MARK IS 0.1 MILE
 CY1177'NNE OF HERE.) CONTINUE FOR 0.25 MILE TO A FORK.  TAKE RIGHT
 CY1177'FORK AND GO 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND CROSS
 CY1177'THE WASH TO A RANCH HOUSE.  THEN BEAR LEFT AND THEN RIGHT
 CY1177'AROUND THE BACK OF THE HOUSE.  FROM HERE (BACK OF HOUSE) GO
 CY1177'0.4 MILE TOWARD THE N SIDE OF THE HILL ON THE LEFT.  UPON
 CY1177'REACHING THE RIDGE EXTENDING TOWARD THE MAIN ROAD FROM THE
 CY1177'HILL BEAR LEFT UP THE RIDGE FOR 0.1 MILE TO THE END OF TRUCK
 CY1177'TRAVEL.  FROM HERE PACK UP THE RIDGE TO THE STATION.  A
 CY1177'20-MINUTE PACK.
 CY1177'
 CY1177'STATION IS LOCATED ON THE HIGHEST PART OF A SHARP ROCKY RIDGE.
 CY1177'IT IS MARKED BY A BRONZE STATION DISK STAMPED DOS 1935 AND
 CY1177'IS SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'REFERENCE MARK 1 IS ENE OF THE STATION AND AT ABOUT THE SAME
 CY1177'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED DOS NO 1 1935
 CY1177'AND IS SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 5 FEET LOWER.
 CY1177'IT IS A BRONZE REFERENCE DISK STAMPED DOS NO 2 1935 AND IS
 CY1177'SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'AZIMUTH MARK IS 1/2 MILE NNE OF THE STATION, 0.1 MILE NNE OF
 CY1177'A GRADED ROAD, AND 3-1/2 FEET S OF A 4 INCH SQUARE WHITE
 CY1177'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK STAMPED DOS 1945
 CY1177'AND IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CY1177'9 INCHES ABOVE THE GROUND.
 CY1177'
 CY1177'NEW MEASUREMENTS TO REFERENCE MARKS DO NOT AGREE WITH PUBLISHED
 CY1177'ONES.  NEW ONES WERE CHECKED.
 CY1177
 CY1177                          STATION RECOVERY (1982)
 CY1177
 CY1177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BM)
 CY1177'STATION MARK DOS - CAP MISSING - DRILL HOLE FOR STATION RECOVERED.
 CY1177'
 CY1177'R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2038 ***********************************************************************
 DU2038  DESIGNATION -  DOS
 DU2038  PID         -  DU2038
 DU2038  STATE/COUNTY-  AZ/MARICOPA
 DU2038  USGS QUAD   -  BOULDER MTN (1964)
 DU2038
 DU2038                         *CURRENT SURVEY CONTROL
 DU2038  ___________________________________________________________________
 DU2038* NAD 83(1992)-  33 47 27.41018(N)    111 29 34.99744(W)     ADJUSTED  
 DU2038* NAVD 88     -       787.50   (+/-2cm)    2583.7    (feet)  VERTCON   
 DU2038  ___________________________________________________________________
 DU2038  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 DU2038  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DU2038
 DU2038  HORZ ORDER  -  SECOND
 DU2038  VERT ORDER  -  THIRD ? (See Below)
 DU2038
 DU2038.The horizontal coordinates were established by classical geodetic methods
 DU2038.and adjusted by the National Geodetic Survey in August 1993..
 DU2038
 DU2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2038.The vertical order pertains to the NGVD 29 superseded value.
 DU2038
 DU2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2038
 DU2038.The geoid height was determined by GEOID03.
 DU2038
 DU2038;                    North         East     Units Scale Factor Converg.
 DU2038;SPC AZ C     -   309,548.587   252,587.111   MT  0.99991896   +0 14 08.2
 DU2038;SPC AZ C     - 1,015,579.35    828,697.87   iFT  0.99991896   +0 14 08.2
 DU2038;UTM  12      - 3,739,086.248   454,356.000   MT  0.99962568   -0 16 27.2
 DU2038
 DU2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2038!SPC AZ C     -   0.99988080  x   0.99991896  =   0.99979977
 DU2038!UTM  12      -   0.99988080  x   0.99962568  =   0.99950653
 DU2038
 DU2038|---------------------------------------------------------------------|
 DU2038| PID    Reference Object                     Distance      Geod. Az  |
 DU2038|                                                           dddmmss.s |
 DU2038| CH5086 DOS RM 1                              5.714 METERS 07016     |
 DU2038| CH5087 DOS RM 2                              6.906 METERS 16948     |
 DU2038| CH5085 DOS AZ MK                                          1713223.1 |
 DU2038| DU1796 ROCKY                               APPROX. 4.4 KM 1902629.4 |
 DU2038|---------------------------------------------------------------------|
 DU2038
 DU2038                          SUPERSEDED SURVEY CONTROL
 DU2038
 DU2038  NAD 83(1986)-  33 47 27.40404(N)    111 29 34.99748(W) AD(       ) 2
 DU2038  NAD 27      -  33 47 27.25000(N)    111 29 32.51100(W) AD(       ) 2
 DU2038  NGVD 29 (07/19/86)  786.87   (m)         2581.6    (f) LEVELING    3  
 DU2038
 DU2038.Superseded values are not recommended for survey control.
 DU2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2038.See file dsdata.txt to determine how the superseded data were derived.
 DU2038
 DU2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5435639086(NAD 83)
 DU2038_MARKER: DS = TRIANGULATION STATION DISK
 DU2038_SETTING: 66 = SET IN ROCK OUTCROP
 DU2038_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2038+STABILITY: POSITION/ELEVATION WELL
 DU2038
 DU2038  HISTORY     - Date     Condition        Report By
 DU2038  HISTORY     - 1946     MONUMENTED       CGS
 DU2038  HISTORY     - 1967     GOOD             AMS
 DU2038  HISTORY     - 1981     GOOD             AZDT
 DU2038
 DU2038                          STATION DESCRIPTION
 DU2038
 DU2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2038'THE STATION IS LOCATED 32 MILES AIRLINE NE OF MESA, ARIZONA,
 DU2038'AND 5-1/2 MILES SOUTH OF SUNFLOWER.
 DU2038'
 DU2038'TO REACH THE STATION FROM THE BUCKHORN MINERAL BATHS, A RESORT
 DU2038'LOCATED ABOUT 7.7 MILES EAST OF MESA, ARIZONA, ON U.S. HIGHWAY 60
 DU2038'AND 70, GO EAST 1.05 MILES TO A CROSS ROAD AND SIGN SAHUARO LAKE
 DU2038'RANCH 17.  HERE TURN LEFT, NORTH, ON GRADED GRAVEL ROAD AND GO
 DU2038'6.85 MILES TO A FORK.  TAKE THE RIGHT FORK WHICH PASSES OVER
 DU2038'A CATTLE GUARD, AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR 7.3
 DU2038'MILES TO THE BRIDGE THAT CROSSES THE SALT RIVER.  CROSS BRIDGE
 DU2038'AND CONTINUE FOR 2.4 MILES TO A FORK.  TAKE LEFT FORK, ON THE
 DU2038'MAIN TRAVELED ROAD AND GO 18.3 MILES TO A FORK, THE LEFT FORK
 DU2038'OF WHICH LEADS TO THE DOS S RANCH, TAKE RIGHT FORK ON MAIN
 DU2038'TRAVELED ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 DU2038'LEFT, CONTINUE FOR 0.15 MILES TO A CATTLE GUARD.  FROM HERE
 DU2038'PACK NE ABOUT 150 YARDS TO THE TOP OF A SMALL HILL AND
 DU2038'STATION.
 DU2038'
 DU2038'THE STATION IS A STANDARD TRIANGULATION STATION MARK STAMPED--DOS
 DU2038'1946, AND IS CEMENTED INTO A DRILL HOLE IN LARGE BOULDER, THE
 DU2038'TOP OF WHICH PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'
 DU2038'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--DOS
 DU2038'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU2038'TOP OF WHICH PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'THIS MARK IS ENE OF STATION AND AT SAME ELEVATION WITH STATION.
 DU2038'
 DU2038'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--DOS
 DU2038'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU2038'TOP OF WHICH PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'THIS MARK IS SSE OF STATION AND 4 FT. BELOW STATION.
 DU2038'
 DU2038'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED DOS 1946,
 DU2038'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 DU2038'PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS
 DU2038'19 FT. WEST OF THE CENTER LINE OF BUSH HIGHWAY AND 1/2 MILE
 DU2038'AIRLINE DISTANCE SOUTH OF STATION, AND ALSO 0.05 MILES SSE OF A
 DU2038'3 FT. ROCK CAIRN, PAINTED WHITE, WHICH IS ON THE WEST SIDE OF
 DU2038'ROAD.
 DU2038
 DU2038                          STATION RECOVERY (1967)
 DU2038
 DU2038'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2038'5.3 MILES (AIRLINE) SSW OF SUNFLOWER, ARIZ.  STATION, R.M. 1
 DU2038'AND 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DU2038'
 DU2038'TO REACH FROM MILEPOST 211 ON STATE HWY 87 (BEGLINE HWY) GO
 DU2038'NORTH FOR 0.45 MILE TO DIRT RD RIGHT.  TURN RIGHT AND GO NNE FOR
 DU2038'0.4 MILE TO AZ. MK ON THE LEFT.  CONT. NORTH ON EAST SIDE OF
 DU2038'FENCE FOR ABOUT 0.5 MILE TO TOP OF HILL AND STATION SITE
 DU2038
 DU2038                          STATION RECOVERY (1981)
 DU2038
 DU2038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2038'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU2038'DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2038'
 DU2038'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST ALONG
 DU2038'MAIN STREET FOR 200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL
 DU2038'SOUTH FOR 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH
 DU2038'ALONG SR 87 FOR 38 MILES TO THE BRIDGE OVER SYCAMORE CREEK, CONTINUE
 DU2038'SOUTH FOR 0.3 MILE TO A PULL OUT WHICH IS JUST WEST OF THE STATION
 DU2038'HILL AND END OF TRUCK TRAVEL.  PACK EAST TO TOP OF LOW HILL AND THE
 DU2038'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0296 ***********************************************************************
 FQ0296  DESIGNATION -  DOT
 FQ0296  PID         -  FQ0296
 FQ0296  STATE/COUNTY-  AZ/COCONINO
 FQ0296  USGS QUAD   -  BELLEMONT (1980)
 FQ0296
 FQ0296                         *CURRENT SURVEY CONTROL
 FQ0296  ___________________________________________________________________
 FQ0296* NAD 83(1992)-  35 13 33.76317(N)    111 48 19.43430(W)     ADJUSTED  
 FQ0296* NAVD 88     -      2173.810  (meters)    7131.91   (feet)  ADJUSTED  
 FQ0296  ___________________________________________________________________
 FQ0296  X           -  -1,938,164.371 (meters)                     COMP
 FQ0296  Y           -  -4,844,432.819 (meters)                     COMP
 FQ0296  Z           -   3,659,621.838 (meters)                     COMP
 FQ0296  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 FQ0296  ELLIP HEIGHT-        2150.83  (meters)          (01/09/01) GPS OBS
 FQ0296  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0296  DYNAMIC HT  -        2170.728 (meters)    7121.80  (feet)  COMP
 FQ0296  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0296
 FQ0296  HORZ ORDER  -  B
 FQ0296  VERT ORDER  -  FIRST     CLASS II
 FQ0296  ELLP ORDER  -  FOURTH    CLASS I
 FQ0296
 FQ0296.This is a reference station for the FLAGSTAFF 2
 FQ0296.National Continuously Operating Reference Station (FST2).
 FQ0296
 FQ0296.The horizontal coordinates were established by GPS observations
 FQ0296.and adjusted by the National Geodetic Survey in January 2001..
 FQ0296
 FQ0296.The orthometric height was determined by differential leveling
 FQ0296.and adjusted by the National Geodetic Survey in July 2002..
 FQ0296
 FQ0296.Photographs are available for this station.
 FQ0296
 FQ0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0296
 FQ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0296
 FQ0296.The ellipsoidal height was determined by GPS observations
 FQ0296.and is referenced to NAD 83.
 FQ0296
 FQ0296.The geoid height was determined by GEOID03.
 FQ0296
 FQ0296.The dynamic height is computed by dividing the NAVD 88
 FQ0296.geopotential number by the normal gravity value computed on the
 FQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0296.degrees latitude (g = 980.6199 gals.).
 FQ0296
 FQ0296.The modeled gravity was interpolated from observed gravity values.
 FQ0296
 FQ0296;                    North         East     Units Scale Factor Converg.
 FQ0296;SPC AZ C     -   468,655.448   223,488.451   MT  0.99990126   +0 03 51.0
 FQ0296;SPC AZ C     - 1,537,583.49    733,229.83   iFT  0.99990126   +0 03 51.0
 FQ0296;UTM  12      - 3,898,408.239   426,707.932   MT  0.99966620   -0 27 52.5
 FQ0296
 FQ0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0296!SPC AZ C     -   0.99966251  x   0.99990126  =   0.99956381
 FQ0296!UTM  12      -   0.99966251  x   0.99966620  =   0.99932883
 FQ0296
 FQ0296|---------------------------------------------------------------------|
 FQ0296| PID    Reference Object                     Distance      Geod. Az  |
 FQ0296|                                                           dddmmss.s |
 FQ0296| FQ0297 DOT RM 1                              8.393 METERS 13124     |
 FQ0296| FQ0663 NAVAJO ORDNANCE DEPOT HOSP STK      APPROX. 0.9 KM 2725451.3 |
 FQ0296| FQ0295 DOT RM 2                             12.600 METERS 29513     |
 FQ0296|---------------------------------------------------------------------|
 FQ0296
 FQ0296                          SUPERSEDED SURVEY CONTROL
 FQ0296
 FQ0296  NAD 83(1992)-  35 13 33.76302(N)    111 48 19.43151(W) AD(       ) 2
 FQ0296  NAD 83(1986)-  35 13 33.75979(N)    111 48 19.42804(W) AD(       ) 2
 FQ0296  NAD 27      -  35 13 33.72108(N)    111 48 16.83171(W) AD(       ) 2
 FQ0296  NAVD 88 (06/15/91) 2173.818  (m)         7131.93   (f) UNKNOWN     1 2
 FQ0296  NGVD 29 (??/??/92) 2172.800  (m)         7128.59   (f) ADJ UNCH    1 2
 FQ0296
 FQ0296.Superseded values are not recommended for survey control.
 FQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0296.See file dsdata.txt to determine how the superseded data were derived.
 FQ0296
 FQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2670898408(NAD 83)
 FQ0296_MARKER: DS = TRIANGULATION STATION DISK
 FQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0296_STAMPING: DOT 1958
 FQ0296_MARK LOGO: CGS   
 FQ0296_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0296+STABILITY: SURFACE MOTION
 FQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0296+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FQ0296
 FQ0296  HISTORY     - Date     Condition        Report By
 FQ0296  HISTORY     - 1958     MONUMENTED       CGS
 FQ0296  HISTORY     - 1958     GOOD             CGS
 FQ0296  HISTORY     - 1971     GOOD             AZHD
 FQ0296  HISTORY     - 1982     GOOD             NGS
 FQ0296  HISTORY     - 20000906 GOOD             NGS
 FQ0296  HISTORY     - 20011127 GOOD             INDIV
 FQ0296
 FQ0296                          STATION DESCRIPTION
 FQ0296
 FQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0296'THE STATION IS LOCATED ABOUT 9 MILES WEST OF FLAGSTAFF AND 1-1/2
 FQ0296'MILES EAST OF THE NAVAJO ORDNANCE DEPOT BETWEEN THE RAILROAD
 FQ0296'AND U.S. HIGHWAY 66 AND 89.
 FQ0296'
 FQ0296'TO REACH THE STATION FROM THE RAILROAD STATION IN FLAGSTAFF,
 FQ0296'GO WEST AND SOUTH ON U.S. HIGHWAY 66 AND 89 FOR 0.8 MILE TO THE
 FQ0296'JUNCTION OF U.S. HIGHWAY 89A, KEEP RIGHT, WEST, ON U.S. HIGHWAY
 FQ0296'66 AND 89 FOR 8.75 MILES TO THE STATION ON THE LEFT, SOUTH.
 FQ0296'
 FQ0296'THE STATION MARK, STAMPED DOT 1958, IS A STANDARD DISK SET
 FQ0296'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3
 FQ0296'INCHES.  IT IS 97 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FQ0296'TRACK, 8 FEET WEST OF A WITNESS POST AND 6 INCHES SOUTH OF
 FQ0296'A FENCE.
 FQ0296'
 FQ0296'REFERENCE MARK NO. 1, STAMPED DOT NO 1 1958, IS A STANDARD
 FQ0296'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 FQ0296'PROJECTS 4 INCHES.  IT IS 92 FEET NORTH OF THE NORTH RAIL OF
 FQ0296'THE RAILROAD TRACK, 20 FEET SOUTHWEST OF THE WITNESS POST AND
 FQ0296'6 INCHES SOUTH OF A FENCE.
 FQ0296'
 FQ0296'REFERENCE MARK NO. 2, STAMPED DOT NO 2 1958, IS A STANDARD
 FQ0296'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 FQ0296'4 INCHES.  IT IS 94 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FQ0296'TRACK AND 4 FEET SOUTH OF A FENCE.
 FQ0296
 FQ0296                          STATION RECOVERY (1958)
 FQ0296
 FQ0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0296'9.55 MI W FROM FLAGSTAFF.
 FQ0296'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0296'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0296'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0296'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES, 97 FEET NORTH
 FQ0296'OF THE NORTH RAIL OF THE NORTH RAILROAD TRACK, 8 FEET WEST OF THE
 FQ0296'WITNESS POST AND 6 INCHES SOUTH OF THE FENCE.
 FQ0296
 FQ0296                          STATION RECOVERY (1971)
 FQ0296
 FQ0296'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0296'GENERAL LOCATION INT. 40, BETWEEN WILLIAMS AND FLAGSTAFF.
 FQ0296'TO REACH FROM THE TRANSWESTERN ROAD OVERPASS ACROSS INT. 40,
 FQ0296'BETWEEN MILEPOSTS, 185 AND 186, EASTERLY ON THE OLD HIGHWAY
 FQ0296'WHICH PARALLELS INT. 40 ON THE SOUTH FOR FOR 1.25 MILES AND TO THE
 FQ0296'STATION ON THE RIGHT.  THE STATION IS A STANDARD USC AND GS
 FQ0296'TRIANGULATION BRASS CAP, SET IN A 12 IN CYLINDRICAL CONCRETE
 FQ0296'POST, UP 0.2 FT, STAMPED, DOT 1958, 8 FT WESTERLY OF A USC AND GS
 FQ0296'SURVEY SIGN, ABOUT 35 FT SOUTHERLY OF THE ABANDONED
 FQ0296'HIGHWAY.  R.M. 1 IS A STANDARD USC AND GS REFERENCE MARK
 FQ0296'BRASS CAP, SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.3 FT,
 FQ0296'STAMPED, DOT NO 1 1958, AND LOCATED ABOUT 28 FT SOUTHEAST
 FQ0296'OF THE STATION.  R.M. NO 2 IS A STANDARD USC AND GS
 FQ0296'REFERENCE MARK BRASS CAP, SET IN A 12 IN CYLINDRICAL
 FQ0296'CONCRETE POST, UP 0.3 FT, STAMPED, DOT NO 2 1958, LOCATED
 FQ0296'ABOUT 40 FT WESTERLY OF THE STATION.
 FQ0296
 FQ0296                          STATION RECOVERY (1982)
 FQ0296
 FQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0296'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0296'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI) WEST ALONG
 FQ0296'OLD US HIGHWAY 66, 29.5 METERS (97 FT) NORTHEAST OF THE NORTHEAST RAIL
 FQ0296'OF THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD, 10.3 METERS (34 FT)
 FQ0296'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.4 METERS (18 FT)
 FQ0296'NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD, 6.0 METERS (20 FT)
 FQ0296'NORTHEAST OF THE CENTERLINE OF AN ACCESS ROAD.
 FQ0296'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0296'THE MARK IS 1 M BELOW THE HIGHWAY.
 FQ0296
 FQ0296                          STATION RECOVERY (2000)
 FQ0296
 FQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0296'16.2 KM (10.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0296'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.4 KM (0.25
 FQ0296'MI) WESTERLY ALONG AN OFF RAMP AT EXIT 185, THENCE 0.3 KM (0.20 MI)
 FQ0296'SOUTHERLY ALONG TRANSWESTERN ROAD, THENCE 2.0 KM (1.25 MI) EASTERLY
 FQ0296'ALONG EAST BELLEMONT ROAD, 29.7 M (97.4 FT) NORTH OF THE NEAR RAIL OF
 FQ0296'THE BURLINGTON NORTHERN SANTA FE RAILROAD, 15.3 M (50.2 FT) SOUTH OF
 FQ0296'THE ROAD CENTERLINE, 15.2 M (49.9 FT) NORTH OF THE CENTER OF A TRACK
 FQ0296'ROAD, 7.8 M (25.6 FT) WEST OF THE CENTER OF AN ACCESS ROAD, 0.3 M (1.0
 FQ0296'FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS
 FQ0296'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 FQ0296'SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY.  THIS IS A
 FQ0296'CORS SITE REFERENCE STATION.
 FQ0296
 FQ0296                          STATION RECOVERY (2001)
 FQ0296
 FQ0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FQ0296'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0297 ***********************************************************************
 FQ0297  DESIGNATION -  DOT RM 1
 FQ0297  PID         -  FQ0297
 FQ0297  STATE/COUNTY-  AZ/COCONINO
 FQ0297  USGS QUAD   -  BELLEMONT (1980)
 FQ0297
 FQ0297                         *CURRENT SURVEY CONTROL
 FQ0297  ___________________________________________________________________
 FQ0297* NAD 83(1986)-  35 13 33.     (N)    111 48 19.     (W)     SCALED    
 FQ0297* NAVD 88     -      2173.850  (meters)    7132.04   (feet)  ADJUSTED  
 FQ0297  ___________________________________________________________________
 FQ0297  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0297  DYNAMIC HT  -        2170.768 (meters)    7121.93  (feet)  COMP
 FQ0297  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0297
 FQ0297  VERT ORDER  -  SECOND    CLASS 0
 FQ0297
 FQ0297.The horizontal coordinates were scaled from a topographic map and have
 FQ0297.an estimated accuracy of +/- 6 seconds.
 FQ0297
 FQ0297.The orthometric height was determined by differential leveling
 FQ0297.and adjusted by the National Geodetic Survey in June 1991..
 FQ0297
 FQ0297.The geoid height was determined by GEOID03.
 FQ0297
 FQ0297.The dynamic height is computed by dividing the NAVD 88
 FQ0297.geopotential number by the normal gravity value computed on the
 FQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0297.degrees latitude (g = 980.6199 gals.).
 FQ0297
 FQ0297.The modeled gravity was interpolated from observed gravity values.
 FQ0297
 FQ0297;                    North         East    Units  Estimated Accuracy
 FQ0297;SPC AZ C     -   468,630.      223,500.      MT  (+/- 180 meters Scaled)
 FQ0297
 FQ0297                          SUPERSEDED SURVEY CONTROL
 FQ0297
 FQ0297  NGVD 29 (??/??/92) 2172.832  (m)         7128.70   (f) ADJ UNCH    2 0
 FQ0297
 FQ0297.Superseded values are not recommended for survey control.
 FQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0297.See file dsdata.txt to determine how the superseded data were derived.
 FQ0297
 FQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD267983(NAD 83)
 FQ0297_MARKER: DR = REFERENCE MARK DISK
 FQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0297_STAMPING: DOT NO 1 1958
 FQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0297+STABILITY: SURFACE MOTION
 FQ0297
 FQ0297  HISTORY     - Date     Condition        Report By
 FQ0297  HISTORY     - 1958     MONUMENTED       CGS
 FQ0297  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0297
 FQ0297                          STATION DESCRIPTION
 FQ0297
 FQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0297'9.55 MI W FROM FLAGSTAFF.
 FQ0297'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0297'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0297'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0297'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES, 92 FEET NORTH
 FQ0297'OF THE NORTH RAIL, 6 FEET SOUTH OF THE FENCE.
 FQ0297
 FQ0297                          STATION RECOVERY (1982)
 FQ0297
 FQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0297'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0295 ***********************************************************************
 FQ0295  DESIGNATION -  DOT RM 2
 FQ0295  PID         -  FQ0295
 FQ0295  STATE/COUNTY-  AZ/COCONINO
 FQ0295  USGS QUAD   -  BELLEMONT (1980)
 FQ0295
 FQ0295                         *CURRENT SURVEY CONTROL
 FQ0295  ___________________________________________________________________
 FQ0295* NAD 83(1986)-  35 13 33.     (N)    111 48 19.     (W)     SCALED    
 FQ0295* NAVD 88     -      2173.768  (meters)    7131.77   (feet)  ADJUSTED  
 FQ0295  ___________________________________________________________________
 FQ0295  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0295  DYNAMIC HT  -        2170.686 (meters)    7121.66  (feet)  COMP
 FQ0295  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0295
 FQ0295  VERT ORDER  -  SECOND    CLASS 0
 FQ0295
 FQ0295.The horizontal coordinates were scaled from a topographic map and have
 FQ0295.an estimated accuracy of +/- 6 seconds.
 FQ0295
 FQ0295.The orthometric height was determined by differential leveling
 FQ0295.and adjusted by the National Geodetic Survey in June 1991..
 FQ0295
 FQ0295.The geoid height was determined by GEOID03.
 FQ0295
 FQ0295.The dynamic height is computed by dividing the NAVD 88
 FQ0295.geopotential number by the normal gravity value computed on the
 FQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0295.degrees latitude (g = 980.6199 gals.).
 FQ0295
 FQ0295.The modeled gravity was interpolated from observed gravity values.
 FQ0295
 FQ0295;                    North         East    Units  Estimated Accuracy
 FQ0295;SPC AZ C     -   468,630.      223,500.      MT  (+/- 180 meters Scaled)
 FQ0295
 FQ0295                          SUPERSEDED SURVEY CONTROL
 FQ0295
 FQ0295  NGVD 29 (??/??/92) 2172.750  (m)         7128.43   (f) ADJ UNCH    2 0
 FQ0295
 FQ0295.Superseded values are not recommended for survey control.
 FQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0295.See file dsdata.txt to determine how the superseded data were derived.
 FQ0295
 FQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD267983(NAD 83)
 FQ0295_MARKER: DR = REFERENCE MARK DISK
 FQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0295_STAMPING: DOT NO 2 1958
 FQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0295+STABILITY: SURFACE MOTION
 FQ0295
 FQ0295  HISTORY     - Date     Condition        Report By
 FQ0295  HISTORY     - 1958     MONUMENTED       CGS
 FQ0295  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0295
 FQ0295                          STATION DESCRIPTION
 FQ0295
 FQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0295'9.55 MI W FROM FLAGSTAFF.
 FQ0295'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0295'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0295'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0295'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES, 94 FEET NORTH
 FQ0295'OF THE NORTH RAIL OF THE NORTH RAILROAD TRACK, 4 FEET SOUTH OF THE
 FQ0295'FENCE.
 FQ0295
 FQ0295                          STATION RECOVERY (1982)
 FQ0295
 FQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0295'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1910 ***********************************************************************
 CZ1910  DESIGNATION -  DOUBLE
 CZ1910  PID         -  CZ1910
 CZ1910  STATE/COUNTY-  AZ/PINAL
 CZ1910  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1910
 CZ1910                         *CURRENT SURVEY CONTROL
 CZ1910  ___________________________________________________________________
 CZ1910* NAD 83(1992)-  32 52 02.78018(N)    111 14 48.12159(W)     ADJUSTED  
 CZ1910* NAVD 88     -       659.5    (meters)    2164.     (feet)  VERTCON   
 CZ1910  ___________________________________________________________________
 CZ1910  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CZ1910  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ1910
 CZ1910  HORZ ORDER  -  SECOND
 CZ1910
 CZ1910.The horizontal coordinates were established by classical geodetic methods
 CZ1910.and adjusted by the National Geodetic Survey in August 1993..
 CZ1910
 CZ1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1910
 CZ1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1910
 CZ1910.The geoid height was determined by GEOID03.
 CZ1910
 CZ1910;                    North         East     Units Scale Factor Converg.
 CZ1910;SPC AZ C     -   207,250.498   276,058.279   MT  0.99994846   +0 21 49.0
 CZ1910;SPC AZ C     -   679,955.70    905,703.02   iFT  0.99994846   +0 21 49.0
 CZ1910;UTM  12      - 3,636,618.334   476,919.842   MT  0.99960657   -0 08 02.0
 CZ1910
 CZ1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1910!SPC AZ C     -   0.99990104  x   0.99994846  =   0.99984951
 CZ1910!UTM  12      -   0.99990104  x   0.99960657  =   0.99950765
 CZ1910
 CZ1910|---------------------------------------------------------------------|
 CZ1910| PID    Reference Object                     Distance      Geod. Az  |
 CZ1910|                                                           dddmmss.s |
 CZ1910| CH5090 DOUBLE RM 1                          10.158 METERS 02412     |
 CZ1910| CH5091 DOUBLE RM 2                          13.654 METERS 20408     |
 CZ1910| CZ1954 TREADWAY                            APPROX. 7.8 KM 2335247.0 |
 CZ1910| CZ1911 TOM                                 APPROX. 0.6 KM 3350735.0 |
 CZ1910|---------------------------------------------------------------------|
 CZ1910
 CZ1910                          SUPERSEDED SURVEY CONTROL
 CZ1910
 CZ1910  NAD 83(1986)-  32 52 02.77312(N)    111 14 48.12073(W) AD(       ) 2
 CZ1910  NAD 27      -  32 52 02.52944(N)    111 14 45.71631(W) AD(       ) 2
 CZ1910  NGVD 29 (07/19/86)  658.9    (m)         2162.     (f) VERT ANG       
 CZ1910
 CZ1910.Superseded values are not recommended for survey control.
 CZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1910.See file dsdata.txt to determine how the superseded data were derived.
 CZ1910
 CZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7692036618(NAD 83)
 CZ1910_MARKER: DD = SURVEY DISK
 CZ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1910
 CZ1910  HISTORY     - Date     Condition        Report By
 CZ1910  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1910  HISTORY     - 19950922 GOOD             USPSQD
 CZ1910
 CZ1910                          STATION DESCRIPTION
 CZ1910
 CZ1910'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1910'THE STATION IS ABOUT 14.3 MILES SOUTHEAST OF FLORENCE ALONG THE
 CZ1910'EAST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 CZ1910'
 CZ1910'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE 1977
 CZ1910'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1910'IS 56 FEET EAST OF HWY. CENTERLINE AND IS MARKED BY A WITNESS
 CZ1910'POST AND SIGN 2.7 FEET TO THE EAST.
 CZ1910'
 CZ1910'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE
 CZ1910'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1910'PROJECTING 0.4 FEET ABOVE GROUND ABOUT 100 FEET WEST OF EAST
 CZ1910'R/W FENCELINE.
 CZ1910'
 CZ1910'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE
 CZ1910'RM 2 1977 AND IS EPOXIED TO NORTH END OF EAST HEADWALL OF
 CZ1910'CEMENT CULVERT.
 CZ1910'
 CZ1910'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND
 CZ1910'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1910'U.S. HWY. 80-89 TO MILE POST 119.64 AND THE STATION IN THE EAST
 CZ1910'R/W.
 CZ1910'
 CZ1910'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1910
 CZ1910                          STATION RECOVERY (1995)
 CZ1910
 CZ1910'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1584 ***********************************************************************
 DA1584  DESIGNATION -  DOUBLE
 DA1584  PID         -  DA1584
 DA1584  STATE/COUNTY-  AZ/PINAL
 DA1584  USGS QUAD   -  INDIAN BUTTE (1981)
 DA1584
 DA1584                         *CURRENT SURVEY CONTROL
 DA1584  ___________________________________________________________________
 DA1584* NAD 83(1992)-  32 52 12.69102(N)    112 04 17.89059(W)     ADJUSTED  
 DA1584* NAVD 88     -       555.6    (meters)    1823.     (feet)  VERTCON   
 DA1584  ___________________________________________________________________
 DA1584  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DA1584  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA1584
 DA1584  HORZ ORDER  -  THIRD
 DA1584
 DA1584.The horizontal coordinates were established by classical geodetic methods
 DA1584.and adjusted by the National Geodetic Survey in August 1993..
 DA1584
 DA1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1584
 DA1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1584
 DA1584.The geoid height was determined by GEOID03.
 DA1584
 DA1584;                    North         East     Units Scale Factor Converg.
 DA1584;SPC AZ C     -   207,367.485   198,857.865   MT  0.99990259   -0 05 02.8
 DA1584;SPC AZ C     -   680,339.52    652,420.82   iFT  0.99990259   -0 05 02.8
 DA1584;UTM  12      - 3,637,405.456   399,743.448   MT  0.99972393   -0 34 54.0
 DA1584
 DA1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1584!SPC AZ C     -   0.99991756  x   0.99990259  =   0.99982016
 DA1584!UTM  12      -   0.99991756  x   0.99972393  =   0.99964151
 DA1584
 DA1584                          SUPERSEDED SURVEY CONTROL
 DA1584
 DA1584  NAD 83(1986)-  32 52 12.68505(N)    112 04 17.88853(W) AD(       ) 3
 DA1584  NGVD 29 (04/26/91)  555.0    (m)         1821.     (f) VERT ANG       
 DA1584
 DA1584.Superseded values are not recommended for survey control.
 DA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1584.See file dsdata.txt to determine how the superseded data were derived.
 DA1584
 DA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9974337405(NAD 83)
 DA1584_MARKER: DD = SURVEY DISK
 DA1584_SETTING: 80 = SET IN A BOULDER
 DA1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1584+STABILITY: SURFACE MOTION
 DA1584
 DA1584  HISTORY     - Date     Condition        Report By
 DA1584  HISTORY     - 1921     MONUMENTED       USGS
 DA1584
 DA1584                          STATION DESCRIPTION
 DA1584
 DA1584'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DA1584'LOCATED 18 MI W. OF CASA GRANDE ON SOUTHERN PACIFIC RR., 13 MI
 DA1584'SW. OF MARICOPA JCT.  ON SOUTHERN SUMMIT OF DOUBLE PEAK.
 DA1584'
 DA1584'TO REACH NOT GIVEN.
 DA1584'
 DA1584'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 DA1584'CENTER OF 7-FT HIGH CAIRN.
 DA1584'
 DA1584'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2109 ***********************************************************************
 DU2109  DESIGNATION -  DOUBLE 2
 DU2109  PID         -  DU2109
 DU2109  STATE/COUNTY-  AZ/MARICOPA
 DU2109  USGS QUAD   -  BUCKHORN (1982)
 DU2109
 DU2109                         *CURRENT SURVEY CONTROL
 DU2109  ___________________________________________________________________
 DU2109* NAD 83(1992)-  33 24 57.99247(N)    111 39 12.88776(W)     ADJUSTED  
 DU2109* NAVD 88     -       486.6    (meters)    1596.     (feet)  VERTCON   
 DU2109  ___________________________________________________________________
 DU2109  X           -  -1,966,582.660 (meters)                     COMP
 DU2109  Y           -  -4,953,482.087 (meters)                     COMP
 DU2109  Z           -   3,492,823.243 (meters)                     COMP
 DU2109  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DU2109  ELLIP HEIGHT-         456.97  (meters)          (08/23/93) GPS OBS
 DU2109  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2109  OBS GRAVITY -     979,426.6   (mgal)                       GRAV_OBS
 DU2109
 DU2109  HORZ ORDER  -  SECOND
 DU2109  ELLP ORDER  -  FOURTH    CLASS II
 DU2109
 DU2109.The horizontal coordinates were established by classical geodetic methods
 DU2109.and adjusted by the National Geodetic Survey in August 1993..
 DU2109
 DU2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2109
 DU2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2109
 DU2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2109
 DU2109.The ellipsoidal height was determined by GPS observations
 DU2109.and is referenced to NAD 83.
 DU2109
 DU2109.The geoid height was determined by GEOID03.
 DU2109.The observed gravity was obtained from relative gravimeter ties
 DU2109.to the IGSN71 gravity network.
 DU2109
 DU2109;                    North         East     Units Scale Factor Converg.
 DU2109;SPC AZ C     -   267,927.752   237,827.830   MT  0.99990738   +0 08 41.6
 DU2109;SPC AZ C     -   879,028.06    780,275.03   iFT  0.99990738   +0 08 41.6
 DU2109;UTM  12      - 3,697,609.249   439,232.967   MT  0.99964552   -0 21 35.8
 DU2109
 DU2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2109!SPC AZ C     -   0.99992826  x   0.99990738  =   0.99983565
 DU2109!UTM  12      -   0.99992826  x   0.99964552  =   0.99957381
 DU2109
 DU2109:                Primary Azimuth Mark                     Grid Az
 DU2109:SPC AZ C     -  ROADSIDE                                 103 43 54.8
 DU2109:UTM  12      -  ROADSIDE                                 104 14 12.2
 DU2109
 DU2109|---------------------------------------------------------------------|
 DU2109| PID    Reference Object                     Distance      Geod. Az  |
 DU2109|                                                           dddmmss.s |
 DU2109| DU2085 ROADSIDE                            APPROX.16.3 KM 1035236.4 |
 DU2109| CH5088 DOUBLE 2 RM 1                        11.046 METERS 10359     |
 DU2109| CH5089 DOUBLE 2 RM 2                         7.865 METERS 20303     |
 DU2109|---------------------------------------------------------------------|
 DU2109
 DU2109                          SUPERSEDED SURVEY CONTROL
 DU2109
 DU2109  NAD 83(1986)-  33 24 57.98757(N)    111 39 12.89187(W) AD(       ) 2
 DU2109  NAD 27      -  33 24 57.81739(N)    111 39 10.40345(W) AD(       ) 2
 DU2109  NGVD 29 (08/19/88)  486.1    (m)         1595.     (f) GPS OBS        
 DU2109
 DU2109.Superseded values are not recommended for survey control.
 DU2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2109.See file dsdata.txt to determine how the superseded data were derived.
 DU2109
 DU2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3923397609(NAD 83)
 DU2109_MARKER: DD = SURVEY DISK
 DU2109_SETTING: 66 = SET IN ROCK OUTCROP
 DU2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2109+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1984
 DU2109
 DU2109  HISTORY     - Date     Condition        Report By
 DU2109  HISTORY     - 1974     MONUMENTED       AZDT
 DU2109  HISTORY     - 19840330 GOOD
 DU2109
 DU2109                          STATION DESCRIPTION
 DU2109
 DU2109'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2109'THE STATION IS LOCATED ABOUT 6.4 MILES WEST OF APACHE JCT. AND
 DU2109'10.5 MILES EAST OF MESA.  THE STATION IS ABOUT 500 FEET NORTH
 DU2109'OF U.S. 60, 80 AND 89 ON THE MOST WESTERLY OF TWO PROMINANT ROCK
 DU2109'KNOLLS.
 DU2109'
 DU2109'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 P AND M GS 1974 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2109'OUTCROP.  THE STATION IS 40.6 FEET SOUTH AND 91.5 FEET EAST OF
 DU2109'THE CENTER OF A CITY OF MESA WATER TANK AND ABOUT 8 FEET LOWER
 DU2109'THAN THE TANK.
 DU2109'
 DU2109'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 RM 1 1974 AND IS EPOXIED IN A DRILL HOLE IN THE TOP OF A
 DU2109'ROCK OUTCROP AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 DU2109'
 DU2109'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 RM 2 1974 AND IS EPOXIED IN A DRILL HOLE IN THE TOP OF A
 DU2109'BOULDER WHICH IS ABOUT 4 FEET LOWER THAN THE STATION.
 DU2109'
 DU2109'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU2109'STATE ROUTE 87 IN MESA, GO EAST ON U.S. 60, 80 AND 89 (APACHE
 DU2109'TRAIL) FOR 10.5 MILES TO APPROXIMATELY 80TH STREET AND ABOUT 500
 DU2109'FEET NORTH OF WEST-BOUND LANE WHERE A CITY OF MESA WATER TANK
 DU2109'IS VISIBLE ON THE MOST WESTERLY OF TWO ROCKY KNOLLS.  A TRAIL
 DU2109'EAST OF THE TANK LEADS TO A SADDLE BETWEEN THE TWO KNOLLS AND
 DU2109'THE STATION (A DRIVE STATION).
 DU2109'
 DU2109'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2109
 DU2109                          STATION RECOVERY (1984)
 DU2109
 DU2109'RECOVERED 1984
 DU2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1840 ***********************************************************************
 DU1840  DESIGNATION -  DOUBLE BUTTES
 DU1840  PID         -  DU1840
 DU1840  STATE/COUNTY-  AZ/GILA
 DU1840  USGS QUAD   -  ROCK HOUSE (1986)
 DU1840
 DU1840                         *CURRENT SURVEY CONTROL
 DU1840  ___________________________________________________________________
 DU1840* NAD 83(1992)-  33 56 30.17371(N)    110 45 02.81633(W)     ADJUSTED  
 DU1840* NAVD 88     -      1747.7    (meters)    5734.     (feet)  VERTCON   
 DU1840  ___________________________________________________________________
 DU1840  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DU1840  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DU1840
 DU1840  HORZ ORDER  -  THIRD
 DU1840
 DU1840.The horizontal coordinates were established by classical geodetic methods
 DU1840.and adjusted by the National Geodetic Survey in August 1993..
 DU1840
 DU1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1840
 DU1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1840
 DU1840.The geoid height was determined by GEOID03.
 DU1840
 DU1840;                    North         East     Units Scale Factor Converg.
 DU1840;SPC AZ E     -   326,343.087   159,364.817   MT  0.99993593   -0 19 34.1
 DU1840;SPC AZ E     - 1,070,679.42    522,850.45   iFT  0.99993593   -0 19 34.1
 DU1840;UTM  12      - 3,755,721.440   523,030.448   MT  0.99960654   +0 08 20.9
 DU1840
 DU1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1840!SPC AZ E     -   0.99972970  x   0.99993593  =   0.99966565
 DU1840!UTM  12      -   0.99972970  x   0.99960654  =   0.99933635
 DU1840
 DU1840|---------------------------------------------------------------------|
 DU1840| PID    Reference Object                     Distance      Geod. Az  |
 DU1840|                                                           dddmmss.s |
 DU1840| DU1862 DOUBLE BUTTES RM 1                    5.505 METERS 05308     |
 DU1840| DU1841 HOBBLE MESA RESET                   APPROX. 3.2 KM 3153947.7 |
 DU1840| DU1863 DOUBLE BUTTES RM 2                    5.322 METERS 33013     |
 DU1840|---------------------------------------------------------------------|
 DU1840
 DU1840                          SUPERSEDED SURVEY CONTROL
 DU1840
 DU1840  NAD 83(1986)-  33 56 30.16867(N)    110 45 02.82022(W) AD(       ) 3
 DU1840  NGVD 29 (09/20/88) 1747.0    (m)         5732.     (f) VERT ANG       
 DU1840
 DU1840.Superseded values are not recommended for survey control.
 DU1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1840.See file dsdata.txt to determine how the superseded data were derived.
 DU1840
 DU1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2303055721(NAD 83)
 DU1840_MARKER: DS = TRIANGULATION STATION DISK
 DU1840_SETTING: 66 = SET IN ROCK OUTCROP
 DU1840_SP_SET: SET IN ROCK OUTCROP
 DU1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1840+STABILITY: POSITION/ELEVATION WELL
 DU1840
 DU1840  HISTORY     - Date     Condition        Report By
 DU1840  HISTORY     - 1946     MONUMENTED       USGS
 DU1840  HISTORY     - 1947     GOOD             USGS
 DU1840
 DU1840                          STATION DESCRIPTION
 DU1840
 DU1840'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1840'LOCATED ABOUT 14 MI SE. OF YOUNG, ABOUT 2 MI SE. OF ROCKHOUSE.  ON
 DU1840'HIGHEST POINT OF MOST NORTHERLY LARGE AND HIGHER OF TWO BUTTES.
 DU1840'
 DU1840'TO REACH FROM YOUNG POST OFFICE, DRIVE 10.8 MI N. ON HEBER RD. TO
 DU1840'RD. FORKS.  TAKE RIGHT FORK 5.8 MI S. TO BOARD GATE, CONTINUE 2.7
 DU1840'MI TO Q RANCH.  TAKE RIGHT FORK 11 MI S. TO ROCKHOUSE, CONTINUE
 DU1840'2.3 MI S.  WALK TO LEFT (E.) TO FOOT OF NORTHERNMOST AND HIGHEST
 DU1840'OF TWO ISOLATED BUTTES.  CLIMB E. TO SUMMIT AND STATION WHICH IS
 DU1840'IN CENTER OF BRUSH-COVERED, FLAT-TOPPED BUTTE.  A 1-HOUR PACK.
 DU1840'
 DU1840'STATION MARK--STANDARD TABLET STAMPED---DOUBLE BUTTES 1946---,
 DU1840'CEMENTED IN LARGE ROCK OUTCROP FLUSH WITH GROUND.
 DU1840'
 DU1840'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1840
 DU1840                          STATION RECOVERY (1947)
 DU1840
 DU1840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU1840'RECOVERED AS DESCRIBED BY USGS.
 DU1840'
 DU1840'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1933 ***********************************************************************
 DV1933  DESIGNATION -  DOUBLE EAGLE
 DV1933  PID         -  DV1933
 DV1933  STATE/COUNTY-  AZ/MARICOPA
 DV1933  USGS QUAD   -  COLUMBUS PEAK (1990)
 DV1933
 DV1933                         *CURRENT SURVEY CONTROL
 DV1933  ___________________________________________________________________
 DV1933* NAD 83(1992)-  33 21 53.82356(N)    113 17 15.23498(W)     ADJUSTED  
 DV1933* NAVD 88     -       699.5    (meters)    2295.     (feet)  VERTCON   
 DV1933  ___________________________________________________________________
 DV1933  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DV1933  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1933
 DV1933  HORZ ORDER  -  SECOND
 DV1933
 DV1933.The horizontal coordinates were established by classical geodetic methods
 DV1933.and adjusted by the National Geodetic Survey in August 1993..
 DV1933
 DV1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1933
 DV1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1933
 DV1933.The geoid height was determined by GEOID03.
 DV1933
 DV1933;                    North         East     Units Scale Factor Converg.
 DV1933;SPC AZ C     -   263,062.860    85,783.069   MT  1.00010060   -0 45 14.6
 DV1933;SPC AZ C     -   863,067.13    281,440.52   iFT  1.00010060   -0 45 14.6
 DV1933;SPC AZ W     -   262,327.627   256,394.534   MT  0.99995616   +0 15 15.6
 DV1933;SPC AZ W     -   860,654.94    841,189.42   iFT  0.99995616   +0 15 15.6
 DV1933;UTM  12      - 3,694,084.063   287,166.773   MT  1.00015851   -1 15 30.8
 DV1933
 DV1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1933!SPC AZ C     -   0.99989511  x   1.00010060  =   0.99999569
 DV1933!SPC AZ W     -   0.99989511  x   0.99995616  =   0.99985127
 DV1933!UTM  12      -   0.99989511  x   1.00015851  =   1.00005360
 DV1933
 DV1933:                Primary Azimuth Mark                     Grid Az
 DV1933:SPC AZ C     -  DOUBLE EAGLE AZ MK                       101 16 01.1
 DV1933:SPC AZ W     -  DOUBLE EAGLE AZ MK                       100 15 30.9
 DV1933:UTM  12      -  DOUBLE EAGLE AZ MK                       101 46 17.3
 DV1933
 DV1933|---------------------------------------------------------------------|
 DV1933| PID    Reference Object                     Distance      Geod. Az  |
 DV1933|                                                           dddmmss.s |
 DV1933| CH3062 DOUBLE EAGLE AZ MK                                 1003046.5 |
 DV1933| CH3063 DOUBLE EAGLE RM 1                     1.668 METERS 13445     |
 DV1933| CH3064 DOUBLE EAGLE RM 2                     9.711 METERS 25019     |
 DV1933|---------------------------------------------------------------------|
 DV1933
 DV1933                          SUPERSEDED SURVEY CONTROL
 DV1933
 DV1933  NAD 83(1986)-  33 21 53.81653(N)    113 17 15.24259(W) AD(       ) 2
 DV1933  NAD 27      -  33 21 53.67900(N)    113 17 12.55800(W) AD(       ) 2
 DV1933  NGVD 29 (07/19/86)  698.8    (m)         2293.     (f) VERT ANG       
 DV1933
 DV1933.Superseded values are not recommended for survey control.
 DV1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1933.See file dsdata.txt to determine how the superseded data were derived.
 DV1933
 DV1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8716794084(NAD 83)
 DV1933_MARKER: DS = TRIANGULATION STATION DISK
 DV1933_SETTING: 66 = SET IN ROCK OUTCROP
 DV1933_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1933
 DV1933  HISTORY     - Date     Condition        Report By
 DV1933  HISTORY     - 1950     MONUMENTED       CGS
 DV1933
 DV1933                          STATION DESCRIPTION
 DV1933
 DV1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1933'STATION IS LOCATED ABOUT 32 MILES WEST OF HASSAYAMPA AND
 DV1933'1 MILE NORTHWEST OF THE DOUBLE EAGLE MINE (A LEAD VANADIUM
 DV1933'PROSPECT).  ON A SPUR OF, AND AT THE NORTH END OF THE EAGLE
 DV1933'TAIL MOUNTAINS.  THE MOUNTAIN TOP APPEARS FROM A SHORT DISTANCE
 DV1933'TO COME TO A SMOOTH PEAK, IS LIGHT COLORED IN APPEARANCE
 DV1933'AND IS SURROUNDED BY WALL-LIKE CLIFFS.
 DV1933'
 DV1933'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 DV1933'STATION MARK, STAMPED DOUBLE EAGLE 1950, IS 11 FEET WEST
 DV1933'OF A 3-1/2 FOOT CAIRN.
 DV1933'
 DV1933'REFERENCE MARK 1, STAMPED DOUBLE EAGLE NO 1 1950, IS ABOUT
 DV1933'1 FOOT HIGHER THAN THE STATION.
 DV1933'
 DV1933'REFERENCE MARK 2, STAMPED DOUBLE EAGLE NO 2 1950, IS ABOUT
 DV1933'3 FEET LOWER THAN THE STATION.
 DV1933'
 DV1933'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK BRAZED TO TOP
 DV1933'OF A 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES.  23.5 FEET
 DV1933'NORTH OF THE NORTH END OF A WIRE GATE, 5 FEET WEST OF THE
 DV1933'FENCE LINE AND 4 FEET NORTH OF A WITNESS POST.  STAMPED DOUBLE
 DV1933'EAGLE NO 3 1950.
 DV1933'
 DV1933'TO REACH FROM JUNCTION OF U.S. HIGHWAY AND ROAD TO SALOME,
 DV1933'AT SERVICE STATION AND STORE IN HASSAYAMPA, GO NORTHWEST
 DV1933'ON ROAD TO SALOME FOR 1.7 MILES TO FORKS, JUST AFTER CROSSING
 DV1933'RAILROAD TRACKS.  KEEP LEFT FORK, MAIN TRAVELED ROAD, FOR
 DV1933'0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 10.1 MILES
 DV1933'TO SIDE ROAD RIGHT AT SIGN C.W. DWYER.  KEEP STRAIGHT AHEAD
 DV1933'FOR 5.55 MILES TO FORK, TAKE RIGHT FORK FOR 0.4 MILE TO ANOTHER
 DV1933'FORK, TAKE LEFT FORK FOR 3.2 MILES TO TRACK ROAD RIGHT
 DV1933'(CLANTON WELLS ROAD).  THIS POINT IS 0.7 MILE BEFORE REACHING
 DV1933'THE DAVIS RANCH HOME AND IS ACROSS THE ROAD, NORTH OF A WATER
 DV1933'TANK STAND.  TURN RIGHT ON TRACK ROAD (BEFORE MAIN ROAD
 DV1933'ENTERS CURVE) AND GO NORTHERLY FOR 2.15 MILES TO Y-FORK,
 DV1933'TAKE LEFT FORK NORTHWESTERLY, ON CLANTON WELLS ROAD, FOR
 DV1933'4.05 MILES TO Y-FORK.  TURN RIGHT, OFF CLANTON WELLS
 DV1933'ROAD, FOR 3.8 MILES (ROAD TENDS TO GO TOWARDS THE
 DV1933'EAGLES TAIL).  THENCE SWING RIGHT, NORTH TOWARDS FOOT OF
 DV1933'A HILL AND TOWARDS A WINDMILL FOR 0.6 MILE TO WIRE
 DV1933'GATE.  PASS THROUGH AND CONTINUE 0.3 MILE TO ANOTHER GATE AND
 DV1933'THE AZIMUTH MARK ON THE RIGHT.  KEEP THE ROAD WEST FOR 1.6
 DV1933'MILES TO Y-FORK, TAKE RIGHT FORK FOR 0.6 MILE TO TRACK
 DV1933'ROAD RIGHT (LEFT FORK CONTINUES 0.4 MILE TO DOUBLE EAGLE
 DV1933'MINE).  CONTINUE ON TRACK ROAD FOR 0.4 MILE TO THE END OF
 DV1933'TRUCK TRAVEL ON RIDGE ABOVE A SMALL WASH.
 DV1933'
 DV1933'PACK ALONG THE BASE OF THE SLOPE OF THE MOUNTAIN WITH THE
 DV1933'LIGHT-COLORED OUTCROP TO NORTH AND NORTHWEST, THENCE APPROACH
 DV1933'THE SADDLE SEPARATING IT AND THE STATION MOUNTAIN.  CLIMB
 DV1933'INTO THE HIGHER AND RIGHT-ONE OF THE OPEN SADDLES SEPARATING
 DV1933'THE MOUNTAINS (A ROCK DIKE LIES BETWEEN THE OPEN SADDLES).  AT
 DV1933'CREST OF SADDLE KEEP ON AND AROUND THE SOUTH SIDE OF THE
 DV1933'BASE OF THE HIGHEST CLIFF AHEAD, THEN CLIMB THE STEEP SLOPE
 DV1933'TO CREST OF RIDGE.  FOLLOW RIDGE NORTHERLY TO PEAK AND
 DV1933'STATION.
 DV1933'
 DV1933'A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1840 ***********************************************************************
 CZ1840  DESIGNATION -  DOUBLE RESET
 CZ1840  PID         -  CZ1840
 CZ1840  STATE/COUNTY-  AZ/PIMA
 CZ1840  USGS QUAD   -  TUCSON (1992)
 CZ1840
 CZ1840                         *CURRENT SURVEY CONTROL
 CZ1840  ___________________________________________________________________
 CZ1840* NAD 83(1992)-  32 08 11.37790(N)    110 59 09.23583(W)     ADJUSTED  
 CZ1840* NAVD 88     -       757.94   (+/-2cm)    2486.7    (feet)  VERTCON   
 CZ1840  ___________________________________________________________________
 CZ1840  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1840  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1840
 CZ1840  HORZ ORDER  -  SECOND
 CZ1840  VERT ORDER  -  THIRD (See Below)
 CZ1840
 CZ1840.The horizontal coordinates were established by classical geodetic methods
 CZ1840.and adjusted by the National Geodetic Survey in August 1993..
 CZ1840
 CZ1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1840.The vertical order pertains to the NGVD 29 superseded value.
 CZ1840
 CZ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1840
 CZ1840.The geoid height was determined by GEOID03.
 CZ1840
 CZ1840;                    North         East     Units Scale Factor Converg.
 CZ1840;SPC AZ C     -   126,380.474   301,173.541   MT  0.99999507   +0 29 42.5
 CZ1840;SPC AZ C     -   414,634.10    988,102.17   iFT  0.99999507   +0 29 42.5
 CZ1840;UTM  12      - 3,555,565.258   501,329.953   MT  0.99960002   +0 00 27.0
 CZ1840
 CZ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1840!SPC AZ C     -   0.99988562  x   0.99999507  =   0.99988069
 CZ1840!UTM  12      -   0.99988562  x   0.99960002  =   0.99948569
 CZ1840
 CZ1840|---------------------------------------------------------------------|
 CZ1840| PID    Reference Object                     Distance      Geod. Az  |
 CZ1840|                                                           dddmmss.s |
 CZ1840| CZ0162 DOUBLE RESET RM 3                    15.228 METERS 16235     |
 CZ1840| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 3.8 KM 2101713.4 |
 CZ1840| CC7632 WATER TANK                                         2651431.4 |
 CZ1840| CC5992 I19 DISK                             13.338 METERS 32026     |
 CZ1840| CZ0163 DOUBLE RESET RM 4                    15.238 METERS 34234     |
 CZ1840| CZ1850 WARNER                              APPROX. 8.2 KM 3554744.1 |
 CZ1840|---------------------------------------------------------------------|
 CZ1840
 CZ1840                          SUPERSEDED SURVEY CONTROL
 CZ1840
 CZ1840  NAD 83(1986)-  32 08 11.37429(N)    110 59 09.23299(W) AD(       ) 2
 CZ1840  NAD 27      -  32 08 11.09170(N)    110 59 06.90250(W) AD(       ) 2
 CZ1840  NGVD 29 (03/28/06)  757.28   (m)         2484.5    (f) RESET       3  
 CZ1840
 CZ1840.Superseded values are not recommended for survey control.
 CZ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1840.See file dsdata.txt to determine how the superseded data were derived.
 CZ1840
 CZ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0133055565(NAD 83)
 CZ1840_MARKER: DS = TRIANGULATION STATION DISK
 CZ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1840+STABILITY: SURFACE MOTION
 CZ1840
 CZ1840  HISTORY     - Date     Condition        Report By
 CZ1840  HISTORY     - 1963     MONUMENTED       CGS
 CZ1840  HISTORY     - 1972     GOOD             NGS
 CZ1840  HISTORY     - 1978     GOOD             AZDT
 CZ1840  HISTORY     - 1982     GOOD             AZDT
 CZ1840  HISTORY     - 19950120 GOOD             USPSQD
 CZ1840
 CZ1840                          STATION DESCRIPTION
 CZ1840
 CZ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ1840'THE STATION IS ABOUT 6 MILES SOUTHWEST OF TUCSON AND 1-1/2
 CZ1840'MILES WEST OF EMERY PARK, WITHIN THE RIGHT OF WAY OF INTERSTATE
 CZ1840'HIGHWAY NO. I-19.
 CZ1840'
 CZ1840'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK GO SOUTH
 CZ1840'ON U.S. HIGHWAY 89 FOR 0.45 MILES TO VALENCIA ROAD, TURN
 CZ1840'RIGHT AND GO WEST ON VALENCIA ROAD FOR 1.4 MILES TO THE
 CZ1840'INTERCHANGE WITH INTERSTATE HIGHWAY NO. I-19, TAKE THE NORTHBOUND
 CZ1840'ENTRANCE RAMP AND GO 0.2 MILES TO THE STATION ON THE RIGHT.
 CZ1840'
 CZ1840'THE STATION MARK IS A STANDARD DISC STAMPED DOUBLE RESET
 CZ1840'1963 SET IN A HOLE CHISELED IN BEDROCK AND IS 6 INCHES BELOW
 CZ1840'THE SURFACE OF THE GROUND.  IT IS 381 FEET SOUTH OF A CONCRETE
 CZ1840'BRIDGE ACROSS THE INTERSTATE HIGHWAY AT SANTA MARIA STREET,
 CZ1840'136.5 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANES
 CZ1840'OF THE FREEWAY, 35 FEET SOUTHEAST OF A FENCE CORNER AND
 CZ1840'CONCRETE HIGHWAY RIGHT OF WAY MARKER POST AND 12 FEET EAST
 CZ1840'OF THE RIGHT OF WAY FENCE.
 CZ1840'
 CZ1840'R.M. 3 IS A STANDARD DISC STAMPED DOUBLE NO. 3 RESET 1963,
 CZ1840'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND FLUSH WITH
 CZ1840'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHEAST OF
 CZ1840'THE STATION AND 151 FEET EAST OF THE CENTER LINE OF THE
 CZ1840'NORTHBOUND FREEWAY LANES.  IT IS 2 FEET EAST OF THE RIGHT
 CZ1840'OF WAY FENCE.
 CZ1840'
 CZ1840'R.M. 4 IS A STANDARD DISC STAMPED DOUBLE NO. 4 RESET 1963,
 CZ1840'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT EMBEDDED IN
 CZ1840'BED ROCK AND PROJECTING 3 INCHES.  IT IS 50 FEET NORTH OF
 CZ1840'THE STATION AND 18 FEET WEST OF THE RIGHT OF WAY FENCE.  IT
 CZ1840'IS 22 FEET NORTHEAST OF A FENCE CORNER AND CONCRETE RIGHT
 CZ1840'OF WAY MARKER POST.
 CZ1840'
 CZ1840'DOUBLE RESET 1963 IS ON A DIRECT LINE AND MIDWAY BETWEEN
 CZ1840'R.M. 3 AND R.M. 4.
 CZ1840'
 CZ1840'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1840'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.  (SAME AS PREVIOUS)
 CZ1840
 CZ1840                          STATION RECOVERY (1972)
 CZ1840
 CZ1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CZ1840'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1840'AND FOUND IN GOOD CONDITION.
 CZ1840'
 CZ1840'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF TUCSON
 CZ1840'ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 19.  0.15 MILE
 CZ1840'NORTH OF VALENCIA OVERCROSSING.
 CZ1840'
 CZ1840'THE STATION MARK IS A USC AND GS DISK STAMPED, DOUBLE RESET
 CZ1840'1963.  IT IS SET IN BEDROCK ABOUT 1/2 FOOT BELOW THE GROUND
 CZ1840'SURFACE.  44.8 FEET SOUTH-SOUTHEAST OF AN ANGLE IN THE RIGHT
 CZ1840'OF WAY FENCE LINE AND 10 FEET EAST OF A WITNESS SIGN IN THE
 CZ1840'FENCE.
 CZ1840'
 CZ1840'REFERENCE MARK 3 IS A USC AND GS DISK STAMPED, DOUBLE NO 3
 CZ1840'RESET 1963.  IT IS SET IN TOP OF A CONCRETE MONUMENT WHICH
 CZ1840'IS FLUSH WITH THE GROUND SURFACE.  93 FEET SOUTH OF THE
 CZ1840'ANGLE IN THE FENCE LINE AND 2-1/2 FEET EAST OF A WITNESS
 CZ1840'SIGN IN THE FENCE LINE.
 CZ1840'
 CZ1840'REFERENCE MARK 4 IS A USC AND GS DISK STAMPED, DOUBLE NO 4
 CZ1840'RESET 1963.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 CZ1840'WHICH PROJECTS 1-1/2 INCHES.  IT 18-1/2 FEET SOUTHEAST OF THE
 CZ1840'ANGLE IN THE FENCE LINE AND 15 FEET EAST OF THE FENCE.
 CZ1840'
 CZ1840'AHD DISK, AN ARIZONA HIGHWAY DEPT. DISK WHICH IS UNSTAMPED,
 CZ1840'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CZ1840'THE MARK IS SET AT THE ANGLE IN THE FENCE LINE 3/4 FOOT EAST
 CZ1840'OF THE FENCE.
 CZ1840'
 CZ1840'THE WATER TANK WHICH WAS INTERSECTED FOR AN AZIMUTH MARK IS
 CZ1840'A TALL GREEN STANDPIPE TYPE TANK.  IT IS ABOUT 3 MILES WEST
 CZ1840'OF THE STATION AND STANDS FULL ON THE HORIZON.  THE VENTILATER
 CZ1840'ON TOP CENTER WAS INTERSECTED.
 CZ1840'
 CZ1840'TO REACH THE STATION FROM I-19-VALENCIA OVERPASS IN SOUTHERN
 CZ1840'TUCSON GO EAST ALONG VALENCIA ROAD ABOUT 0.1 MILE TO SANTA
 CZ1840'CLARA ROAD.  TURN LEFT AND GO NORTH FOR 0.25 MILE TO SANTA
 CZ1840'MARIA STREET, TURN LEFT AND GO WEST FOR 0.25 MILE TO THE
 CZ1840'END OF THE STREET AT I-19 EAST RIGHT OF WAY FENCE.  TURN
 CZ1840'LEFT ON TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO STATION.
 CZ1840'
 CZ1840'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1840'
 CZ1840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 CZ1840'SOUTHWEST OF TUCSON
 CZ1840
 CZ1840                          STATION RECOVERY (1978)
 CZ1840
 CZ1840'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1840'THE STATION MARK AND REFERENCE MARKS 3 AND AHD DISK WERE RECOVERED AS
 CZ1840'DESCRIBED BY L.F. SMITH IN 1972 AND FOUND IN GOOD CONDITION.
 CZ1840'REFERENCE MARK 4 IS BELIEVED TO BE DESTROYED.  THE WATER TANK MAY BE
 CZ1840'USED FOR AN AZIMUTH MARK.
 CZ1840
 CZ1840                          STATION RECOVERY (1982)
 CZ1840
 CZ1840'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1840'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1973.  NO
 CZ1840'OBSERVATIONS WERE MADE AT THE STATION AT THIS TIME.
 CZ1840
 CZ1840                          STATION RECOVERY (1995)
 CZ1840
 CZ1840'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1443 ***********************************************************************
 DA1443  DESIGNATION -  DOUBLE RESET
 DA1443  PID         -  DA1443
 DA1443  STATE/COUNTY-  AZ/PINAL
 DA1443  USGS QUAD   -  INDIAN BUTTE (1981)
 DA1443
 DA1443                         *CURRENT SURVEY CONTROL
 DA1443  ___________________________________________________________________
 DA1443* NAD 83(1992)-  32 52 18.80574(N)    112 04 15.62991(W)     ADJUSTED  
 DA1443* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 DA1443  ___________________________________________________________________
 DA1443  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DA1443  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA1443
 DA1443  HORZ ORDER  -  SECOND
 DA1443
 DA1443.The horizontal coordinates were established by classical geodetic methods
 DA1443.and adjusted by the National Geodetic Survey in August 1993..
 DA1443
 DA1443.The orthometric height was scaled from a topographic map.
 DA1443
 DA1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1443
 DA1443.The geoid height was determined by GEOID03.
 DA1443
 DA1443;                    North         East     Units Scale Factor Converg.
 DA1443;SPC AZ C     -   207,555.751   198,916.906   MT  0.99990257   -0 05 01.6
 DA1443;SPC AZ C     -   680,957.19    652,614.52   iFT  0.99990257   -0 05 01.6
 DA1443;UTM  12      - 3,637,593.169   399,804.111   MT  0.99972378   -0 34 52.9
 DA1443
 DA1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1443!SPC AZ C     -   0.99991756  x   0.99990257  =   0.99982014
 DA1443!UTM  12      -   0.99991756  x   0.99972378  =   0.99964136
 DA1443
 DA1443:                Primary Azimuth Mark                     Grid Az
 DA1443:SPC AZ C     -  VORTAC CASA GRANDE RADIO CGZ             084 13 02.7
 DA1443:UTM  12      -  VORTAC CASA GRANDE RADIO CGZ             084 42 54.0
 DA1443
 DA1443|---------------------------------------------------------------------|
 DA1443| PID    Reference Object                     Distance      Geod. Az  |
 DA1443|                                                           dddmmss.s |
 DA1443| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX.15.3 KM 0840801.1 |
 DA1443| DA0080 F 83                                               1154314.4 |
 DA1443| CH5092 DOUBLE RM 1                           9.555 METERS 15504     |
 DA1443| CH5093 DOUBLE RM 2                           3.950 METERS 28147     |
 DA1443|---------------------------------------------------------------------|
 DA1443
 DA1443                          SUPERSEDED SURVEY CONTROL
 DA1443
 DA1443  NAD 83(1986)-  32 52 18.79709(N)    112 04 15.63121(W) AD(       ) 2
 DA1443  NAD 27      -  32 52 18.62074(N)    112 04 13.13150(W) AD(       ) 2
 DA1443
 DA1443.Superseded values are not recommended for survey control.
 DA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1443.See file dsdata.txt to determine how the superseded data were derived.
 DA1443
 DA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9980437593(NAD 83)
 DA1443_MARKER: DS = TRIANGULATION STATION DISK
 DA1443_SETTING: 66 = SET IN ROCK OUTCROP
 DA1443
 DA1443  HISTORY     - Date     Condition        Report By
 DA1443  HISTORY     - 1960     MONUMENTED       CGS
 DA1443  HISTORY     - 1968     GOOD             AMS
 DA1443  HISTORY     - 1975     GOOD             DOD
 DA1443  HISTORY     - 1975     GOOD             NGS
 DA1443
 DA1443                          STATION DESCRIPTION
 DA1443
 DA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1443'REFERENCE MARK NO. 2 AND BENCH MARK F 83 WERE RECOVERED
 DA1443'AND FOUND IN GOOD CONDITION.  THE STATION MARK AND ONE REFERENCE
 DA1443'MARK HAD BEEN REMOVED, THEY WERE REPLACED IN THEIR PRECISE
 DA1443'ORIGINAL LOCATION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DA1443'
 DA1443'THE STATION IS ABOUT 5-1/2 MILES WEST OF STANFIELD ON THE
 DA1443'MOST NORTHERN ONE OF TWO LOW PEAKS, THE FIRST HILLS WEST
 DA1443'ACROSS THE FLATS FROM STANFIELD.
 DA1443'
 DA1443'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO WEST
 DA1443'ON STATE HIGHWAY 84 FOR 5.2 MILES TO A GATE ON THE RIGHT.
 DA1443'GO THRU GATE THEN TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHWEST
 DA1443'ON THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO BENCH MARK
 DA1443'F 83 ON THE LEFT.  HERE LEAVE THE FENCE LINE AND FOLLOW THE
 DA1443'TRACK ROAD WEST TOWARD THE PEAKS FOR 0.5 MILE TO THE END OF
 DA1443'TRUCK TRAVEL AT THE BASE OF THE HILL.  FROM HERE PACK WEST
 DA1443'UP THE WASH TO THE SADDLE, THEN PACK NORTHWEST TO THE SUMMIT
 DA1443'AND STATION.
 DA1443'
 DA1443'THE STATION MARK, STAMPED DOUBLE 1936 1960, IS A STANDARD
 DA1443'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 10 FEET
 DA1443'NORTHWEST OF A CAIRN AND 2 INCHES BELOW THE SURFACE OF THE
 DA1443'GROUND.
 DA1443'
 DA1443'REFERENCE MARK NO. 1, STAMPED DOUBLE NO 1 1936 1960, IS A
 DA1443'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 DA1443'22 FEET SOUTHEAST OF THE CAIRN AND 18 INCHES BELOW STATION
 DA1443'ELEVATION.
 DA1443'
 DA1443'REFERENCE MARK NO. 2, STAMPED DOUBLE USGS NO 2 1936, IS A
 DA1443'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 DA1443'22 FEET NORTHWEST OF THE CAIRN AND 2 FEET BELOW STATION
 DA1443'ELEVATION.
 DA1443'
 DA1443'BENCH MARK F 83, STAMPED F 83 1935, IS A U.S. COAST AND GEODETIC
 DA1443'SURVEY BENCH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE
 DA1443'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS AT MILE POST
 DA1443'NO. 160, 56 FEET NORTH OF THE CENTER OF STATE HIGHWAY 84,
 DA1443'7 FEET NORTH OF A FENCE AND 2 FEET SOUTHEAST OF A WITNESS
 DA1443'POST.
 DA1443
 DA1443                          STATION RECOVERY (1968)
 DA1443
 DA1443'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 DA1443'STATION MARK, AZIMUTH MARK AND R.M. NO 1 WAS RECOVERED AS
 DA1443'DESCRIBED.  R.M. NO. 2 WAS SEARCHED FOR BUT NOT FOUND.  DESCRIPTION
 DA1443'IS ADEQUATE.  NEW TO REACH FOLLOWS.
 DA1443'
 DA1443'TO REACH FROM THE POST OFFICE IN STANFIELD GO WEST ON STATE
 DA1443'HIGHWAY 84 FOR 5.4 MILES TO BENCH MARK F 83 (ALSO AZIMUTH
 DA1443'MARK) ON RIGHT.  CONTINUE ON HIGHWAY FOR 0.2 MILE TO A TRACK
 DA1443'ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON TRACK ROAD FOR
 DA1443'0.35 MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE
 DA1443'PACK WEST UP THE WASH TO THE SADDLE, THEN NORTHWEST TO THE
 DA1443'SUMMIT AND STATION.
 DA1443'
 DA1443'15 MINUTE PACK.
 DA1443'
 DA1443'R.M. NO. 1 LISTED DISTANCE-31.35 FT. CHECK DISTANCE-31.30 FT.
 DA1443'
 DA1443'AN AZIMUTH CHECK OF THE AZI MARK (BM F-83 1935) INDICATES
 DA1443'POSSIBLE DISTURBANCE- FAILS TO CHECK PUBLISHED VALUE BY ABOUT
 DA1443'20 SECONDS.
 DA1443
 DA1443                          STATION RECOVERY (1975)
 DA1443
 DA1443'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975 (RLE)
 DA1443'DOUBLE 1936 1960 - GOOD
 DA1443'
 DA1443'C AND GS BM F 83 1935 - GOOD
 DA1443
 DA1443                          STATION RECOVERY (1975)
 DA1443
 DA1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCP)
 DA1443'DESCRIPTION ADEQUATE, ALL MARKS RECOVERED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0162 ***********************************************************************
 CZ0162  DESIGNATION -  DOUBLE RESET RM 3
 CZ0162  PID         -  CZ0162
 CZ0162  STATE/COUNTY-  AZ/PIMA
 CZ0162  USGS QUAD   -  TUCSON (1992)
 CZ0162
 CZ0162                         *CURRENT SURVEY CONTROL
 CZ0162  ___________________________________________________________________
 CZ0162* NAD 83(1986)-  32 08 11.     (N)    110 59 08.     (W)     SCALED    
 CZ0162* NAVD 88     -       758.50   (+/-2cm)    2488.5    (feet)  VERTCON   
 CZ0162  ___________________________________________________________________
 CZ0162  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0162
 CZ0162  VERT ORDER  -  THIRD (See Below)
 CZ0162
 CZ0162.The horizontal coordinates were scaled from a topographic map and have
 CZ0162.an estimated accuracy of +/- 6 seconds.
 CZ0162
 CZ0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0162.The vertical order pertains to the NGVD 29 superseded value.
 CZ0162
 CZ0162.The geoid height was determined by GEOID03.
 CZ0162
 CZ0162;                    North         East    Units  Estimated Accuracy
 CZ0162;SPC AZ C     -   126,370.      301,210.      MT  (+/- 180 meters Scaled)
 CZ0162
 CZ0162                          SUPERSEDED SURVEY CONTROL
 CZ0162
 CZ0162  NGVD 29 (03/28/06)  757.84   (m)         2486.3    (f) RESET       3  
 CZ0162
 CZ0162.Superseded values are not recommended for survey control.
 CZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0162.See file dsdata.txt to determine how the superseded data were derived.
 CZ0162
 CZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0162_MARKER: DD = SURVEY DISK
 CZ0162_SETTING: 0 = UNSPECIFIED SETTING
 CZ0162_STAMPING: DOUBLE NO. 3 RESET 1963
 CZ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0162
 CZ0162  HISTORY     - Date     Condition        Report By
 CZ0162  HISTORY     - 1963     MONUMENTED       CGS
 CZ0162
 CZ0162                          STATION DESCRIPTION
 CZ0162
 CZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0162'6.0 MI SW FROM TUCSON.
 CZ0162'0.45 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0162'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0162'NORTHERLY 0.2 MILES ALONG THE NORTHBOUND ENTRANCE RAMP TO INTERSTATE
 CZ0162'HIGHWAY NO. 1-19, 151 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 CZ0162'FREEWAY LANES AND 2 FEET EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0163 ***********************************************************************
 CZ0163  DESIGNATION -  DOUBLE RESET RM 4
 CZ0163  PID         -  CZ0163
 CZ0163  STATE/COUNTY-  AZ/PIMA
 CZ0163  USGS QUAD   -  TUCSON (1992)
 CZ0163
 CZ0163                         *CURRENT SURVEY CONTROL
 CZ0163  ___________________________________________________________________
 CZ0163* NAD 83(1986)-  32 08 11.     (N)    110 59 08.     (W)     SCALED    
 CZ0163* NAVD 88     -       757.60   (+/-2cm)    2485.6    (feet)  VERTCON   
 CZ0163  ___________________________________________________________________
 CZ0163  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0163
 CZ0163  VERT ORDER  -  THIRD (See Below)
 CZ0163
 CZ0163.The horizontal coordinates were scaled from a topographic map and have
 CZ0163.an estimated accuracy of +/- 6 seconds.
 CZ0163
 CZ0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0163.The vertical order pertains to the NGVD 29 superseded value.
 CZ0163
 CZ0163.The geoid height was determined by GEOID03.
 CZ0163
 CZ0163;                    North         East    Units  Estimated Accuracy
 CZ0163;SPC AZ C     -   126,370.      301,210.      MT  (+/- 180 meters Scaled)
 CZ0163
 CZ0163                          SUPERSEDED SURVEY CONTROL
 CZ0163
 CZ0163  NGVD 29 (03/28/06)  756.94   (m)         2483.4    (f) RESET       3  
 CZ0163
 CZ0163.Superseded values are not recommended for survey control.
 CZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0163.See file dsdata.txt to determine how the superseded data were derived.
 CZ0163
 CZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0163_MARKER: DD = SURVEY DISK
 CZ0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0163_SP_SET: MONUMENT
 CZ0163_STAMPING: DOUBLE NO. 4 RESET 1963
 CZ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0163
 CZ0163  HISTORY     - Date     Condition        Report By
 CZ0163  HISTORY     - 1963     MONUMENTED       CGS
 CZ0163
 CZ0163                          STATION DESCRIPTION
 CZ0163
 CZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0163'6.0 MI SW FROM TUCSON.
 CZ0163'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0163'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0163'NORTHERLY 0.2 MILES ALONG THE NORTHBOUND ENTRANCE RAMP TO INTERSTATE
 CZ0163'HIGHWAY NO. 1-19, 22 FEET NORTHEAST OF A FENCE CORNER AND CONCRETE
 CZ0163'HIGHWAY RIGHT OF WAY MARKER POST AND 18 FEET WEST OF THE FENCE, SET IN
 CZ0163'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0158 ***********************************************************************
 CZ0158  DESIGNATION -  DOUBLE RM 1
 CZ0158  PID         -  CZ0158
 CZ0158  STATE/COUNTY-  AZ/PIMA
 CZ0158  USGS QUAD   -  TUCSON (1992)
 CZ0158
 CZ0158                         *CURRENT SURVEY CONTROL
 CZ0158  ___________________________________________________________________
 CZ0158* NAD 83(1986)-  32 08 12.     (N)    110 59 09.     (W)     SCALED    
 CZ0158* NAVD 88     -       758.62   (+/-2cm)    2488.9    (feet)  VERTCON   
 CZ0158  ___________________________________________________________________
 CZ0158  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0158
 CZ0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0158
 CZ0158.The horizontal coordinates were scaled from a topographic map and have
 CZ0158.an estimated accuracy of +/- 6 seconds.
 CZ0158
 CZ0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0158.The vertical order pertains to the NGVD 29 superseded value.
 CZ0158
 CZ0158.The geoid height was determined by GEOID03.
 CZ0158
 CZ0158;                    North         East    Units  Estimated Accuracy
 CZ0158;SPC AZ C     -   126,400.      301,180.      MT  (+/- 180 meters Scaled)
 CZ0158
 CZ0158                          SUPERSEDED SURVEY CONTROL
 CZ0158
 CZ0158  NGVD 29 (??/??/92)  757.962  (m)         2486.75   (f) ADJ UNCH    2 0
 CZ0158
 CZ0158.Superseded values are not recommended for survey control.
 CZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0158.See file dsdata.txt to determine how the superseded data were derived.
 CZ0158
 CZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0158_MARKER: DR = REFERENCE MARK DISK
 CZ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0158_STAMPING: DOUBLE NO 1 1959
 CZ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0158+STABILITY: SURFACE MOTION
 CZ0158
 CZ0158  HISTORY     - Date     Condition        Report By
 CZ0158  HISTORY     - 1959     MONUMENTED       CGS
 CZ0158  HISTORY     - 1960     GOOD             NGS
 CZ0158
 CZ0158                          STATION DESCRIPTION
 CZ0158
 CZ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0158'TUCSON.
 CZ0158'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0158'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD TO A GATE,
 CZ0158'THENCE 0.2 MILE NORTH ON TRACK ROAD, 77 FEET NORTH OF TRIANGULATION
 CZ0158'STATION DOUBLE, 0.5 FOOT WEST OF FENCE, SET IN THE TOP OF A 12-INCH
 CZ0158'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0160 ***********************************************************************
 CZ0160  DESIGNATION -  DOUBLE RM 2
 CZ0160  PID         -  CZ0160
 CZ0160  STATE/COUNTY-  AZ/PIMA
 CZ0160  USGS QUAD   -  TUCSON (1992)
 CZ0160
 CZ0160                         *CURRENT SURVEY CONTROL
 CZ0160  ___________________________________________________________________
 CZ0160* NAD 83(1986)-  32 08 12.     (N)    110 59 09.     (W)     SCALED    
 CZ0160* NAVD 88     -       758.96   (+/-2cm)    2490.0    (feet)  VERTCON   
 CZ0160  ___________________________________________________________________
 CZ0160  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0160
 CZ0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0160
 CZ0160.The horizontal coordinates were scaled from a topographic map and have
 CZ0160.an estimated accuracy of +/- 6 seconds.
 CZ0160
 CZ0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0160.The vertical order pertains to the NGVD 29 superseded value.
 CZ0160
 CZ0160.The geoid height was determined by GEOID03.
 CZ0160
 CZ0160;                    North         East    Units  Estimated Accuracy
 CZ0160;SPC AZ C     -   126,400.      301,180.      MT  (+/- 180 meters Scaled)
 CZ0160
 CZ0160                          SUPERSEDED SURVEY CONTROL
 CZ0160
 CZ0160  NGVD 29 (??/??/92)  758.296  (m)         2487.84   (f) ADJ UNCH    2 0
 CZ0160
 CZ0160.Superseded values are not recommended for survey control.
 CZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0160.See file dsdata.txt to determine how the superseded data were derived.
 CZ0160
 CZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0160_MARKER: DR = REFERENCE MARK DISK
 CZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0160_STAMPING: DOUBLE NO 2 1959
 CZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0160+STABILITY: SURFACE MOTION
 CZ0160
 CZ0160  HISTORY     - Date     Condition        Report By
 CZ0160  HISTORY     - 1959     MONUMENTED       CGS
 CZ0160  HISTORY     - 1960     GOOD             NGS
 CZ0160
 CZ0160                          STATION DESCRIPTION
 CZ0160
 CZ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0160'6.0 MI SW FROM TUCSON.
 CZ0160'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0160'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD TO A GATE,
 CZ0160'THENCE 0.2 MILE NORTH ON TRACK ROAD, 90 FEET SOUTH OF TRIANGULATION
 CZ0160'STATION DOUBLE, 0.5 FOOT WEST OF FENCE, SET IN THE TOP OF A 12-INCH
 CZ0160'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0601 ***********************************************************************
 FP0601  DESIGNATION -  DOUGLAS
 FP0601  PID         -  FP0601
 FP0601  STATE/COUNTY-  AZ/NAVAJO
 FP0601  USGS QUAD   -  PILOT ROCK (1972)
 FP0601
 FP0601                         *CURRENT SURVEY CONTROL
 FP0601  ___________________________________________________________________
 FP0601* NAD 83(1992)-  35 09 07.99002(N)    109 52 37.07059(W)     ADJUSTED  
 FP0601* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 FP0601  ___________________________________________________________________
 FP0601  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FP0601  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FP0601
 FP0601  HORZ ORDER  -  FIRST
 FP0601
 FP0601.The horizontal coordinates were established by classical geodetic methods
 FP0601.and adjusted by the National Geodetic Survey in August 1993..
 FP0601
 FP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0601
 FP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0601
 FP0601.The geoid height was determined by GEOID03.
 FP0601
 FP0601;                    North         East     Units Scale Factor Converg.
 FP0601;SPC AZ E     -   460,498.473   239,754.751   MT  0.99990858   +0 10 00.5
 FP0601;SPC AZ E     - 1,510,821.76    786,596.95   iFT  0.99990858   +0 10 00.5
 FP0601;UTM  12      - 3,890,501.061   602,290.973   MT  0.99972895   +0 38 47.9
 FP0601
 FP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0601!SPC AZ E     -   0.99970508  x   0.99990858  =   0.99961368
 FP0601!UTM  12      -   0.99970508  x   0.99972895  =   0.99943411
 FP0601
 FP0601|---------------------------------------------------------------------|
 FP0601| PID    Reference Object                     Distance      Geod. Az  |
 FP0601|                                                           dddmmss.s |
 FP0601| CD3367 DOUGLAS RM                           28.975 METERS 06048     |
 FP0601| FP0602 DOUGLAS CAIRN 1919                    3.900 METERS 08133     |
 FP0601| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.34.8 KM 1125522.1 |
 FP0601| FP0599 LOS ANGELES ALBUQ AWY BCN 51        APPROX.14.3 KM 1602152.0 |
 FP0601| ES1042 HILL 19 MI S OF HENNESSY            APPROX.42.0 KM 2010812.8 |
 FP0601| FQ0726 HENNESSYS BUTTE HALF MI NORTH       APPROX.14.7 KM 2402110.3 |
 FP0601| FQ0729 HILL ON RIDGE WEST OF HENNESSY      APPROX.36.0 KM 2463935.8 |
 FP0601| FQ0725 GEORGE HENNESSYS HOUSE CHIMNEY      APPROX.13.8 KM 2490629.6 |
 FP0601| FQ0724 HENNESSYS PASTURE BLACK BUTTE       APPROX.16.2 KM 2602917.3 |
 FP0601| FQ0731 SHARP BUTTE 13 MI W HENNESSY        APPROX.32.4 KM 2671518.6 |
 FP0601| FQ0730 SHARP BUTTE 16 MI NW HENNESSY       APPROX.32.9 KM 2842344.0 |
 FP0601| CD3366 DOUGLAS AZ MK                                      3070304.7 |
 FP0601| CD3368 DOUGLAS RM 2                          7.568 METERS 33610     |
 FP0601|---------------------------------------------------------------------|
 FP0601
 FP0601                          SUPERSEDED SURVEY CONTROL
 FP0601
 FP0601  NAD 83(1986)-  35 09 07.98471(N)    109 52 37.07242(W) AD(       ) 1
 FP0601  NAD 27      -  35 09 07.91000(N)    109 52 34.63600(W) AD(       ) 1
 FP0601  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 FP0601
 FP0601.Superseded values are not recommended for survey control.
 FP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0601.See file dsdata.txt to determine how the superseded data were derived.
 FP0601
 FP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0229190501(NAD 83)
 FP0601_MARKER: DS = TRIANGULATION STATION DISK
 FP0601_SETTING: 80 = SET IN A BOULDER
 FP0601_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0601
 FP0601  HISTORY     - Date     Condition        Report By
 FP0601  HISTORY     - 1919     MONUMENTED       CGS
 FP0601  HISTORY     - 1936     GOOD             CGS
 FP0601  HISTORY     - 1951     GOOD             CGS
 FP0601  HISTORY     - 1967     GOOD             CGS
 FP0601  HISTORY     - 1972     GOOD             USGS
 FP0601
 FP0601                          STATION DESCRIPTION
 FP0601
 FP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 FP0601'STATION IS ON HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS
 FP0601'RABBIT MOUNTAIN, ABOUT 25 MILES BY ROAD NORTHEAST OF HOLBROOK,
 FP0601'8 MILES EAST OF GEO. HENNESSYS RANCH HOUSE AND 6 MILES EAST OF
 FP0601'GEO. PETERSONS RANCH HOUSE.  THIS IS THE MOST PROMINENT AND
 FP0601'HIGHEST HILL IN THE VICINITY.  STATION STAMPED 1919 BUT
 FP0601'OCCUPIED IN 1920.
 FP0601'
 FP0601'TRUCKS CAN BE DRIVEN TO THE FOOT OF THE HILL IN DRY WEATHER
 FP0601'AND AS FAR AS THE GEO. PETERSON RANCH DURING ANY WEATHER.
 FP0601'
 FP0601'WITNESS MARK IS A CAIRN.  THERE IS NO UNDERGROUND MARK.
 FP0601
 FP0601                          STATION RECOVERY (1936)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0601'STATION WAS RECOVERED AS ESTABLISHED IN 1920.  (STATION BUILT
 FP0601'IN 1919 AND OCCUPIED IN 1920).  IT IS 20 MILES WEST OF NAVAJO
 FP0601'AND 8 MILES NORTHWEST OF U.S. HIGHWAY 66, AT PAINTED DESERT
 FP0601'PARK, ON THE SUMMIT OF A SOLITARY AND PROMINENT HILL, KNOWN
 FP0601'LOCALLY AS RABBIT MOUNTAIN, LYING ALONG THE WEST SIDE OF THE
 FP0601'PAINTED DESERT, AND 8 MILES EAST OF THE JAMISON RANCH, ON THE
 FP0601'HIGH POINT AT THE SOUTH END OF THE SUMMIT, NEAR THE SOUTHWEST
 FP0601'EDGE OF THE ROUGHLY OVAL POINT WHICH IS COVERED WITH VOLCANIC
 FP0601'ASH AND ROCK, 13 FEET WEST-SOUTHWEST OF A 6-FOOT STONE CAIRN.
 FP0601'A STANDARD DISK STAMPED DOUGLAS 1919, SET IN A SMALL FLAT
 FP0601'BOULDER.  THERE IS NO UNDERGROUND MARK.
 FP0601'
 FP0601'REFERENCE MARK NO. 1 (1920) IS NORTH-NORTHEAST OF THE STATION,
 FP0601'AT THE EXTREME NORTHEAST EDGE OF THE SUMMIT.
 FP0601'
 FP0601'AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE
 FP0601'ESTABLISHED AT THIS OCCUPATION OF THE STATION.
 FP0601'
 FP0601'REFERENCE MARK NO. 2 (1936) IS NORTH BY WEST OF THE STATION,
 FP0601'A STANDARD REFERENCE DISK STAMPED DOUGLAS 1919 1936 SET IN A
 FP0601'SMALL FLAT BOULDER.
 FP0601'
 FP0601'REFERENCE MARK NO. 1 IS SET IN A BOULDER.
 FP0601'
 FP0601'THE AZIMUTH MARK (1936) IS APPROXIMATELY 0.2 MILE NORTHWEST
 FP0601'OF THE STATION, AT THE WEST END OF THE MOST NORTHWESTERLY POINT
 FP0601'OF THE SUMMIT, ON THE RIDGE LINE OF THE LOCAL SUMMIT, ABOUT
 FP0601'60 FEET EAST OF ITS WEST END.  A STANDARD AZIMUTH DISK STAMPED
 FP0601'DOUGLAS 1919 1936, SET IN BEDROCK.
 FP0601'
 FP0601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FP0601'AND 260 AT HOLBROOK, GO NORTHEAST ON HIGHWAY 66 FOR 1.8 MILES
 FP0601'AND BEAR LEFT ON THE KEMES CANYON ROAD AT ARROW KEAMES CANYON,
 FP0601'THENCE NORTH-NORTHEASTERLY ON THE MAIN GRADED ROAD FOR 9.4
 FP0601'MILES, OR 2.0 MILES PAST AIRWAY BEACON NO. 49, AND TURN RIGHT
 FP0601'ON TRACK ROAD JUST BEFORE CROSSING THE BRIDGE OVER LEROUX
 FP0601'WASH, THENCE 6.2 MILES ON THE ONLY TRAVELED ROAD TO THE JAMISON
 FP0601'RANCH, THENCE NORTHERLY THROUGH THE RANCH YARD, PASS THE
 FP0601'WINDMILL, AND GO THROUGH RIGHT HAND GATE AND ALONG FENCE,
 FP0601'BEARING LEFT AND CROSSING LEROUX WASH AT THE END OF FENCE, AND
 FP0601'NORTHERLY ON TRACK ROAD FOR A TOTAL DISTANCE OF 1.0 MILE FROM
 FP0601'THE RANCH, AND TAKE DIM RIGHT FORK, THENCE NORTHEAST AND EAST
 FP0601'TOWARDS THE HILL FOR 3.7 MILES AND BEAR LEFT THROUGH GATE
 FP0601'IN WIRE FENCE, THENCE EASTERLY FOR 5.4 MILES TO THE END
 FP0601'OF TRUCK TRAVEL AT THE BASE OF THE HILL.  PACK SOUTH UP
 FP0601'THE HILL FOR ABOUT 3/8 MILE TO THE STATION ON THE HIGHEST POINT,
 FP0601'AT THE SOUTH END OF THE SUMMIT.  ABOUT 10 MINUTES EASY
 FP0601'PACKING.
 FP0601'
 FP0601'THE DISCREPANCY BETWEEN THE MEASURED DISTANCE TO REFERENCE
 FP0601'MARK NO. 1 IN 1920 AND 1936 IS PROBABLY DUE TO THE FACT THAT
 FP0601'THE DISTANCE WAS MEASURED ALONG THE GROUND IN 1920 WHEREAS IN
 FP0601'1936 THE DISTANCE WAS MEASURED HORIZONTALLY.
 FP0601'
 FP0601'A 4-FOOT STAND FOR INSTRUMENTS AND LIGHTS.
 FP0601
 FP0601                          STATION RECOVERY (1951)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0601'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FP0601'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FP0601'
 FP0601'THE STATION IS LOCATED ON THE HIGHEST POINT OF RABBIT MOUNTAIN,
 FP0601'SOME MAPS SHOW THE NAME AS PILOT ROCK.  IT IS 25 MILES BY ROAD
 FP0601'NORTHEAST OF HOLBROOK, ABOUT 8 MILES AIRLINE NORTHWEST OF THE
 FP0601'PAINTED DESERT VIEW POINT ON U.S. HIGHWAY 66, AND ABOUT 16
 FP0601'MILES AIRLINE EAST OF THE KEAMS CANYON ROAD.
 FP0601'
 FP0601'THE STATION IS 13 FEET WEST OF A 6-FOOT CAIRN.  IT IS A
 FP0601'STANDARD DISK SET IN A DRILL HOLE IN A SMALL FLAT BOULDER
 FP0601'THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--DOUGLAS
 FP0601'1919.
 FP0601'
 FP0601'REFERENCE MARK NUMBER ONE IS AT THE EXTREME NORTHEAST EDGE
 FP0601'OF THE HIGH SUMMIT, 6 FEET WEST OF A CLIFF, AND ABOUT 5 FEET
 FP0601'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN A DRILL
 FP0601'HOLE IN BEDROCK THAT PROJECTS 3 FEET.  THE DISK IS
 FP0601'STAMPED--DOUGLAS 1919.
 FP0601'
 FP0601'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION.
 FP0601'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 FP0601'PROJECTS 1 FOOT.  THE DISK IS STAMPED DOUGLAS NO 2
 FP0601'1919 1936.
 FP0601'
 FP0601'THE AZIMUTH MARK IS ON THE WEST END OF THE MOST NORTHWESTERLY
 FP0601'END OF THE SUMMIT, 62 FEET SOUTHEAST OF THE NORTHWEST RIM, 8
 FP0601'FEET WEST OF A 3-FOOT CAIRN.  IT IS A STANDARD DISK SET IN A
 FP0601'DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.  THE
 FP0601'DISK IS STAMPED--DOUGLAS 1919 1936.  TO REACH THE MARK FROM
 FP0601'THE STATION GO NORTHWEST ACROSS THE SUMMIT OF THE MOUNTAIN
 FP0601'FOR ABOUT 0.2 MILE TO THE MARK.
 FP0601'
 FP0601'TO REACH THE STATION FROM HOLBROOK GO EASTERLY ON U.S. HIGHWAY
 FP0601'66 FOR 1.6 MILES TO THE KEAMS CANYON ROAD ON THE LEFT.  TURN
 FP0601'LEFT, NORTH-NORTHEAST, AND GO 9.4 MILES TO A TRACK ROAD TO THE
 FP0601'RIGHT, JUST BEFORE REACHING A BRIDGE.  TURN RIGHT AND GO 6.2
 FP0601'MILES TO A RANCH HOUSE.  PASS TO THE EAST OF THE HOUSE AND GO
 FP0601'0.1 MILE TO A GATE THAT IS JUST NORTH OF 2 WINDMILLS.  GO
 FP0601'THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTHERLY, ACROSS
 FP0601'THE WASH, FOR A TOTAL DISTANCE OF 1.0 MILE TO A FORK.  TAKE
 FP0601'THE RIGHT FORK AND GO 3.6 MILES TO A GATE IN A FENCE PASS
 FP0601'THROUGH THE GATE AND BEAR LEFT, EAST-NORTHEAST, ON THE TRACK
 FP0601'ROAD FOR 4.0 MILES TO A FORK.  TAKE THE LEFT FORK,
 FP0601'EAST-NORTHEAST, AND GO 3.0 MILES TO THE END OF THE ROAD AT
 FP0601'THE NORTHWEST BASE OF THE MOUNTAIN AND THE END OF TRUCK
 FP0601'TRAVEL.  FROM THE END OF THE ROAD PACK SOUTH UP THE SLOPE
 FP0601'TO THE TOP OF THE RIM.  GO SOUTHERLY ACROSS THE TOP OF THE
 FP0601'MOUNTAIN, FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE
 FP0601'STATION.  NOTE--THE PACK WILL REQUIRE ABOUT 1/3 HOUR.
 FP0601
 FP0601                          STATION RECOVERY (1967)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FP0601'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 FP0601'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FP0601'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FP0601'
 FP0601'TO REACH THE STATION FROM THE PETRIFIED FOREST PARK HEADQUARTERS
 FP0601'BUILDING, (OBTAIN KEYS AND INFORMATION FROM THE HEADQUARTERS
 FP0601'BUILDING) FOLLOW THE PILOT ROCK ROAD FOR ABOUT 9.0 MILES TO THE
 FP0601'BASE OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  THE 1951
 FP0601'DESCRIPTION TO REACH THE STATION IS NOT ADEQUATE DUE TO
 FP0601'ROAD CHANGE AND FENCE AROUND THE PARK.
 FP0601'
 FP0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILES
 FP0601'NORTHWEST OF THE PETRIFIED FOREST NATURAL PARK HEADQUARTERS
 FP0601'BUILDING AND ON THE HIGHEST POINT OF PILOT ROCK.
 FP0601
 FP0601                          STATION RECOVERY (1972)
 FP0601
 FP0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0601'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FP0601'35 109 3 STATION 1009.  ALL MARKS IN GOOD CONDITION.  A NEW
 FP0601'TO REACH FOLLOWS--
 FP0601'
 FP0601'FROM THE JCT. OF U.S. HIGHWAYS 66 AND 180 IN HOLBROOK, GO NE. ON
 FP0601'U.S. HIGHWAY 66 THEN I-40 FOR A TOTAL OF 8.8 MI TO THE SUN VALLEY
 FP0601'OVERPASS.  EXIT AT THE SUN VALLEY OVERPASS, AND GO N. ALONG
 FP0601'DIRT RD. 0.4 MI. TO JCT. WITH OLD HIGHWAY 66.  TURN E.
 FP0601'(RIGHT) ALONG OLD HIGHWAY 66 FOR 3.7 MI TO A N.-S. FENCE WITH
 FP0601'A TRACK RD. LEADING N. ALONG THE WEST SIDE OF FENCE.  TURN
 FP0601'N. (LEFT) ALONG TRACK RD. AND FENCE FOR 2.6 MI TO A Y-RD. FK.
 FP0601'TAKE NE. FORK (RIGHT) FOR 1.7 MI TO A FENCE.  PASS THROUGH
 FP0601'GATE AND CONTINUE STRAIGHT AHEAD FOR 1.5 MI TO A DIM RD. FK.
 FP0601'RIGHT CONTINUE STRAIGHT AHEAD FOR 0.2 MI TO ANOTHER Y-RD.
 FP0601'FK.  TAKE LEFT FORK AND GO ALONG DIM TRACK RD. FOR 1.8 MI TO
 FP0601'AN E.-W.  FENCE.  GO W. ALONG FENCE FOR 1.1 MI TO A T-RD.
 FP0601'N.  TURN N.  (RIGHT) AT T-RD. AND CONTINUE ALONG RD. FOR
 FP0601'2.2 MI TO A WINDMILL AND AN ABANDONED RANCH HOUSE ON SOUTH BANK
 FP0601'OF LITHODENDRON WASH.  CROSS WASH AND CONTINUE ON TRACK
 FP0601'RD. (GENERALLY N.) FOR 1.7 MI TO A DIM X-RD.  TAKE E.
 FP0601'FORK (RIGHT) THROUGH DOWN FENCE, AND CONTINUE ON DIM TRACK
 FP0601'RD. FOR 5.0 MI TO N.-S. FENCE (PETRIFIED FOREST NATIONAL PARK
 FP0601'BOUNDARY) AND END OF TRUCK TRAVEL.  PACK EASTERLY UP
 FP0601'PROMINENT MOUNTAIN TO TOP AND STATION.  ABOUT A 45
 FP0601'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0345 ***********************************************************************
 CF0345  DESIGNATION -  DOUGLAS ABANDONED SMELTER STK
 CF0345  PID         -  CF0345
 CF0345  STATE/COUNTY-  AZ/COCHISE
 CF0345  USGS QUAD   -  DOUGLAS (1978)
 CF0345
 CF0345                         *CURRENT SURVEY CONTROL
 CF0345  ___________________________________________________________________
 CF0345* NAD 83(1992)-  31 20 21.71239(N)    109 34 32.87258(W)     ADJUSTED  
 CF0345* NAVD 88     -                                                        
 CF0345  ___________________________________________________________________
 CF0345  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CF0345  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0345
 CF0345  HORZ ORDER  -  THIRD
 CF0345
 CF0345.The horizontal coordinates were established by classical geodetic methods
 CF0345.and adjusted by the National Geodetic Survey in August 1993..
 CF0345
 CF0345
 CF0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0345
 CF0345.The geoid height was determined by GEOID03.
 CF0345
 CF0345;                    North         East     Units Scale Factor Converg.
 CF0345;SPC AZ E     -    37,773.183   269,584.489   MT  0.99993898   +0 18 26.4
 CF0345;SPC AZ E     -   123,927.77    884,463.55   iFT  0.99993898   +0 18 26.4
 CF0345;UTM  12      - 3,468,088.951   635,485.534   MT  0.99982641   +0 44 27.1
 CF0345
 CF0345                          SUPERSEDED SURVEY CONTROL
 CF0345
 CF0345  NAD 83(1986)-  31 20 21.70815(N)    109 34 32.85555(W) AD(       ) 4
 CF0345  NAD 27      -  31 20 21.33500(N)    109 34 30.61100(W) AD(       ) 3
 CF0345
 CF0345.Superseded values are not recommended for survey control.
 CF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0345.See file dsdata.txt to determine how the superseded data were derived.
 CF0345
 CF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3548668089(NAD 83)
 CF0345_MARKER: 63 = STACK
 CF0345
 CF0345  HISTORY     - Date     Condition        Report By
 CF0345  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0345
 CF0345                          STATION DESCRIPTION
 CF0345
 CF0345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0349 ***********************************************************************
 CF0349  DESIGNATION -  DOUGLAS AIRPORT BEACON
 CF0349  PID         -  CF0349
 CF0349  STATE/COUNTY-  AZ/COCHISE
 CF0349  USGS QUAD   -  DOUGLAS (1978)
 CF0349
 CF0349                         *CURRENT SURVEY CONTROL
 CF0349  ___________________________________________________________________
 CF0349* NAD 83(1992)-  31 20 41.07301(N)    109 30 40.29730(W)     ADJUSTED  
 CF0349* NAVD 88     -                                                        
 CF0349  ___________________________________________________________________
 CF0349  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 CF0349  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0349
 CF0349  HORZ ORDER  -  THIRD
 CF0349
 CF0349.The horizontal coordinates were established by classical geodetic methods
 CF0349.and adjusted by the National Geodetic Survey in August 1993..
 CF0349
 CF0349
 CF0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0349
 CF0349.The geoid height was determined by GEOID03.
 CF0349
 CF0349;                    North         East     Units Scale Factor Converg.
 CF0349;SPC AZ E     -    38,404.201   275,728.517   MT  0.99994796   +0 20 27.5
 CF0349;SPC AZ E     -   125,998.03    904,621.12   iFT  0.99994796   +0 20 27.5
 CF0349;UTM  12      - 3,468,766.371   641,623.957   MT  0.99984739   +0 46 28.5
 CF0349
 CF0349                          SUPERSEDED SURVEY CONTROL
 CF0349
 CF0349  NAD 83(1986)-  31 20 41.07009(N)    109 30 40.28092(W) AD(       ) 4
 CF0349  NAD 27      -  31 20 40.69500(N)    109 30 38.04500(W) AD(       ) 3
 CF0349
 CF0349.Superseded values are not recommended for survey control.
 CF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0349.See file dsdata.txt to determine how the superseded data were derived.
 CF0349
 CF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4162468766(NAD 83)
 CF0349_MARKER: 21 = AIRPORT BEACON
 CF0349
 CF0349  HISTORY     - Date     Condition        Report By
 CF0349  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0349  HISTORY     - 1944     GOOD             CGS
 CF0349  HISTORY     - 1973     GOOD             AZHD
 CF0349
 CF0349                          STATION DESCRIPTION
 CF0349
 CF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0349'BEACON AT AIRPORT STILL EXISTING.
 CF0349
 CF0349                          STATION RECOVERY (1973)
 CF0349
 CF0349'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973
 CF0349'A.  GENERAL LOCATION 2 MILES E. OF DOUGLAS, ARIZ.
 CF0349'
 CF0349'B.  TO REACH AT THE DOUGLAS MUNICIPAL AIRPORT NOT TO BE CONFUSED
 CF0349'WITH THE DOUGLAS INTERNATIONAL AIRPORT LOCATED 8-10 MILES
 CF0349'N OF TOWN.
 CF0349'
 CF0349'C.  STATION MARK THE BEACON HAS BEEN DISASSEMBLED, BUT THE 8 FT
 CF0349'SQUARE BLOCK BUILDING, WHICH HOUSED THE POWER PLANT AND SAT
 CF0349'DIRECTLY UNDER THE BEACON IS STILL IN PLACE
 CF0349'
 CF0349'D.  REFERENCE MARKS NONE
 CF0349'
 CF0349'E.  AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0344 ***********************************************************************
 CF0344  DESIGNATION -  DOUGLAS ARIZ EDISON ELEC STACK
 CF0344  PID         -  CF0344
 CF0344  STATE/COUNTY-  AZ/COCHISE
 CF0344  USGS QUAD   -  DOUGLAS (1978)
 CF0344
 CF0344                         *CURRENT SURVEY CONTROL
 CF0344  ___________________________________________________________________
 CF0344* NAD 83(1992)-  31 20 49.55373(N)    109 33 19.49726(W)     ADJUSTED  
 CF0344* NAVD 88     -                                                        
 CF0344  ___________________________________________________________________
 CF0344  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CF0344  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0344
 CF0344  HORZ ORDER  -  THIRD
 CF0344
 CF0344.The horizontal coordinates were established by classical geodetic methods
 CF0344.and adjusted by the National Geodetic Survey in August 1993..
 CF0344
 CF0344
 CF0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0344
 CF0344.The geoid height was determined by GEOID03.
 CF0344
 CF0344;                    North         East     Units Scale Factor Converg.
 CF0344;SPC AZ E     -    38,641.180   271,519.230   MT  0.99994171   +0 19 04.8
 CF0344;SPC AZ E     -   126,775.52    890,811.12   iFT  0.99994171   +0 19 04.8
 CF0344;UTM  12      - 3,468,971.466   637,413.437   MT  0.99983290   +0 45 05.8
 CF0344
 CF0344                          SUPERSEDED SURVEY CONTROL
 CF0344
 CF0344  NAD 83(1986)-  31 20 49.54682(N)    109 33 19.47718(W) AD(       ) 4
 CF0344  NAD 27      -  31 20 49.17800(N)    109 33 17.23800(W) AD(       ) 3
 CF0344
 CF0344.Superseded values are not recommended for survey control.
 CF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0344.See file dsdata.txt to determine how the superseded data were derived.
 CF0344
 CF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3741368971(NAD 83)
 CF0344_MARKER: 63 = STACK
 CF0344
 CF0344  HISTORY     - Date     Condition        Report By
 CF0344  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0344  HISTORY     - 1944     GOOD             CGS
 CF0344
 CF0344                          STATION DESCRIPTION
 CF0344
 CF0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0344'STACK STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0602 ***********************************************************************
 FP0602  DESIGNATION -  DOUGLAS CAIRN 1919
 FP0602  PID         -  FP0602
 FP0602  STATE/COUNTY-  AZ/NAVAJO
 FP0602  USGS QUAD   -  PILOT ROCK (1972)
 FP0602
 FP0602                         *CURRENT SURVEY CONTROL
 FP0602  ___________________________________________________________________
 FP0602* NAD 83(1992)-  35 09 08.00861(N)    109 52 36.91818(W)     ADJUSTED  
 FP0602* NAVD 88     -      1903.     (meters)    6243.     (feet)  SCALED    
 FP0602  ___________________________________________________________________
 FP0602  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FP0602  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FP0602
 FP0602  HORZ ORDER  -  THIRD
 FP0602
 FP0602.The horizontal coordinates were established by classical geodetic methods
 FP0602.and adjusted by the National Geodetic Survey in August 1993..
 FP0602
 FP0602.The orthometric height was scaled from a topographic map.
 FP0602
 FP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0602
 FP0602.The geoid height was determined by GEOID03.
 FP0602
 FP0602;                    North         East     Units Scale Factor Converg.
 FP0602;SPC AZ E     -   460,499.057   239,758.606   MT  0.99990859   +0 10 00.6
 FP0602;SPC AZ E     - 1,510,823.68    786,609.60   iFT  0.99990859   +0 10 00.6
 FP0602;UTM  12      - 3,890,501.677   602,294.823   MT  0.99972896   +0 38 48.0
 FP0602
 FP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0602!SPC AZ E     -   0.99970509  x   0.99990859  =   0.99961371
 FP0602!UTM  12      -   0.99970509  x   0.99972896  =   0.99943413
 FP0602
 FP0602                          SUPERSEDED SURVEY CONTROL
 FP0602
 FP0602  NAD 83(1986)-  35 09 08.00330(N)    109 52 36.92000(W) AD(       ) 4
 FP0602  NAD 27      -  35 09 07.92900(N)    109 52 34.48400(W) AD(       ) 3
 FP0602
 FP0602.Superseded values are not recommended for survey control.
 FP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0602.See file dsdata.txt to determine how the superseded data were derived.
 FP0602
 FP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0229590502(NAD 83)
 FP0602_MARKER: 72 = CAIRN
 FP0602
 FP0602  HISTORY     - Date     Condition        Report By
 FP0602  HISTORY     - 1951     FIRST OBSERVED   CGS
 FP0602
 FP0602                          STATION DESCRIPTION
 FP0602
 FP0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FP0602'THE STATION IS LOCATED ON THE HIGHEST POINT OF RABBIT MOUNTAIN,
 FP0602'SOME MAPS SHOW THE NAME AS PILOT ROCK.  IT IS 25 MILES BY ROAD
 FP0602'NORTHEAST OF HOLBROOK, ABOUT 8 MILES AIRLINE NORTHWEST OF THE
 FP0602'PAINTED DESERT VIEW POINT ON U.S. HIGHWAY 66, AND ABOUT 16
 FP0602'MILES AIRLINE EAST OF THE KEAMS CANYON ROAD.
 FP0602'
 FP0602'THE STATION IS 13 FEET WEST OF A 6-FOOT CAIRN.  IT IS A
 FP0602'STANDARD DISK SET IN A DRILL HOLE IN A SMALL FLAT BOULDER
 FP0602'THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--DOUGLAS
 FP0602'1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0347 ***********************************************************************
 CF0347  DESIGNATION -  DOUGLAS EAST MUNICIPAL TANK
 CF0347  PID         -  CF0347
 CF0347  STATE/COUNTY-  AZ/COCHISE
 CF0347  USGS QUAD   -  DOUGLAS (1978)
 CF0347
 CF0347                         *CURRENT SURVEY CONTROL
 CF0347  ___________________________________________________________________
 CF0347* NAD 83(1992)-  31 20 59.08440(N)    109 32 25.37038(W)     ADJUSTED  
 CF0347* NAVD 88     -                                                        
 CF0347  ___________________________________________________________________
 CF0347  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CF0347  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0347
 CF0347  HORZ ORDER  -  THIRD
 CF0347
 CF0347.The horizontal coordinates were established by classical geodetic methods
 CF0347.and adjusted by the National Geodetic Survey in August 1993..
 CF0347
 CF0347
 CF0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0347
 CF0347.The geoid height was determined by GEOID03.
 CF0347
 CF0347;                    North         East     Units Scale Factor Converg.
 CF0347;SPC AZ E     -    38,942.729   272,948.159   MT  0.99994378   +0 19 33.0
 CF0347;SPC AZ E     -   127,764.86    895,499.21   iFT  0.99994378   +0 19 33.0
 CF0347;UTM  12      - 3,469,283.788   638,839.890   MT  0.99983776   +0 45 34.2
 CF0347
 CF0347                          SUPERSEDED SURVEY CONTROL
 CF0347
 CF0347  NAD 83(1986)-  31 20 59.08378(N)    109 32 25.35549(W) AD(       ) 4
 CF0347  NAD 27      -  31 20 58.70900(N)    109 32 23.11300(W) AD(       ) 3
 CF0347
 CF0347.Superseded values are not recommended for survey control.
 CF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0347.See file dsdata.txt to determine how the superseded data were derived.
 CF0347
 CF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3884069284(NAD 83)
 CF0347_MARKER: 51 = TANK
 CF0347
 CF0347  HISTORY     - Date     Condition        Report By
 CF0347  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0347
 CF0347                          STATION DESCRIPTION
 CF0347
 CF0347'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0343 ***********************************************************************
 CF0343  DESIGNATION -  DOUGLAS PHE DODGE LGE PLT STK
 CF0343  PID         -  CF0343
 CF0343  STATE/COUNTY-  AZ/COCHISE
 CF0343  USGS QUAD   -  DOUGLAS (1978)
 CF0343
 CF0343                         *CURRENT SURVEY CONTROL
 CF0343  ___________________________________________________________________
 CF0343* NAD 83(1992)-  31 20 50.28823(N)    109 35 17.82500(W)     ADJUSTED  
 CF0343* NAVD 88     -                                                        
 CF0343  ___________________________________________________________________
 CF0343  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CF0343  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0343
 CF0343  HORZ ORDER  -  THIRD
 CF0343
 CF0343.The horizontal coordinates were established by classical geodetic methods
 CF0343.and adjusted by the National Geodetic Survey in August 1993..
 CF0343
 CF0343
 CF0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0343
 CF0343.The geoid height was determined by GEOID03.
 CF0343
 CF0343;                    North         East     Units Scale Factor Converg.
 CF0343;SPC AZ E     -    38,646.909   268,391.661   MT  0.99993734   +0 18 03.2
 CF0343;SPC AZ E     -   126,794.32    880,550.07   iFT  0.99993734   +0 18 03.2
 CF0343;UTM  12      - 3,468,953.527   634,286.265   MT  0.99982242   +0 44 04.3
 CF0343
 CF0343                          SUPERSEDED SURVEY CONTROL
 CF0343
 CF0343  NAD 83(1986)-  31 20 50.28381(N)    109 35 17.80864(W) AD(       ) 4
 CF0343  NAD 27      -  31 20 49.91200(N)    109 35 15.56500(W) AD(       ) 3
 CF0343
 CF0343.Superseded values are not recommended for survey control.
 CF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0343.See file dsdata.txt to determine how the superseded data were derived.
 CF0343
 CF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3428668954(NAD 83)
 CF0343_MARKER: 63 = STACK
 CF0343
 CF0343  HISTORY     - Date     Condition        Report By
 CF0343  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0343  HISTORY     - 1944     SEE DESCRIPTION  CGS
 CF0343
 CF0343                          STATION DESCRIPTION
 CF0343
 CF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0343'ALL STACKS EXISTING IN 1938 HAVE BEEN REMOVED FROM THE SMELTER
 CF0343'AND HAVE BEEN REPLACED ON DIFFERENT SITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0342 ***********************************************************************
 CF0342  DESIGNATION -  DOUGLAS PHE DODGE TALL PLT STK
 CF0342  PID         -  CF0342
 CF0342  STATE/COUNTY-  AZ/COCHISE
 CF0342  USGS QUAD   -  DOUGLAS (1978)
 CF0342
 CF0342                         *CURRENT SURVEY CONTROL
 CF0342  ___________________________________________________________________
 CF0342* NAD 83(1992)-  31 20 49.17821(N)    109 35 10.77585(W)     ADJUSTED  
 CF0342* NAVD 88     -                                                        
 CF0342  ___________________________________________________________________
 CF0342  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CF0342  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0342
 CF0342  HORZ ORDER  -  THIRD
 CF0342
 CF0342.The horizontal coordinates were established by classical geodetic methods
 CF0342.and adjusted by the National Geodetic Survey in August 1993..
 CF0342
 CF0342
 CF0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0342
 CF0342.The geoid height was determined by GEOID03.
 CF0342
 CF0342;                    North         East     Units Scale Factor Converg.
 CF0342;SPC AZ E     -    38,613.704   268,578.153   MT  0.99993760   +0 18 06.9
 CF0342;SPC AZ E     -   126,685.38    881,161.92   iFT  0.99993760   +0 18 06.9
 CF0342;UTM  12      - 3,468,921.739   634,472.981   MT  0.99982304   +0 44 07.9
 CF0342
 CF0342                          SUPERSEDED SURVEY CONTROL
 CF0342
 CF0342  NAD 83(1986)-  31 20 49.17377(N)    109 35 10.75940(W) AD(       ) 4
 CF0342  NAD 27      -  31 20 48.80300(N)    109 35 08.51600(W) AD(       ) 3
 CF0342
 CF0342.Superseded values are not recommended for survey control.
 CF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0342.See file dsdata.txt to determine how the superseded data were derived.
 CF0342
 CF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3447368922(NAD 83)
 CF0342_MARKER: 63 = STACK
 CF0342
 CF0342  HISTORY     - Date     Condition        Report By
 CF0342  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0342
 CF0342                          STATION DESCRIPTION
 CF0342
 CF0342'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0407 ***********************************************************************
 CF0407  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0407  FBN         -  This is a Federal Base Network Control Station.
 CF0407  DESIGNATION -  DOUGLAS RESET
 CF0407  PID         -  CF0407
 CF0407  STATE/COUNTY-  AZ/COCHISE
 CF0407  USGS QUAD   -  DOUGLAS NE (1978)
 CF0407
 CF0407                         *CURRENT SURVEY CONTROL
 CF0407  ___________________________________________________________________
 CF0407* NAD 83(1992)-  31 22 50.39435(N)    109 34 45.88108(W)     ADJUSTED  
 CF0407* NAVD 88     -      1215.74   (meters)    3988.6    (feet)  GPS OBS   
 CF0407  ___________________________________________________________________
 CF0407  X           -  -1,826,750.839 (meters)                     COMP
 CF0407  Y           -  -5,135,951.672 (meters)                     COMP
 CF0407  Z           -   3,302,616.945 (meters)                     COMP
 CF0407  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CF0407  ELLIP HEIGHT-        1188.41  (meters)          (09/30/99) GPS OBS
 CF0407  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0407
 CF0407  HORZ ORDER  -  A
 CF0407  ELLP ORDER  -  THIRD     CLASS I
 CF0407
 CF0407.The horizontal coordinates were established by GPS observations
 CF0407.and adjusted by the National Geodetic Survey in September 1992..
 CF0407
 CF0407.The orthometric height was determined by GPS observations and a
 CF0407.high-resolution geoid model using precise GPS observation and
 CF0407.processing techniques.
 CF0407
 CF0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0407
 CF0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0407
 CF0407.The ellipsoidal height was determined by GPS observations
 CF0407.and is referenced to NAD 83.
 CF0407
 CF0407.The geoid height was determined by GEOID03.
 CF0407
 CF0407;                    North         East     Units Scale Factor Converg.
 CF0407;SPC AZ E     -    42,350.223   269,216.217   MT  0.99993847   +0 18 20.9
 CF0407;SPC AZ E     -   138,944.30    883,255.31   iFT  0.99993847   +0 18 20.9
 CF0407;UTM  12      - 3,472,662.555   635,082.665   MT  0.99982507   +0 44 23.4
 CF0407
 CF0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0407!SPC AZ E     -   0.99981342  x   0.99993847  =   0.99975190
 CF0407!UTM  12      -   0.99981342  x   0.99982507  =   0.99963852
 CF0407
 CF0407:                Primary Azimuth Mark                     Grid Az
 CF0407:SPC AZ E     -  PHOENIX EL PASO AWY BCN 21               098 52 36.6
 CF0407:UTM  12      -  PHOENIX EL PASO AWY BCN 21               098 26 34.1
 CF0407
 CF0407|---------------------------------------------------------------------|
 CF0407| PID    Reference Object                     Distance      Geod. Az  |
 CF0407|                                                           dddmmss.s |
 CF0407| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.17.9 KM 0991057.5 |
 CF0407| CC7280 DOUGLAS RM 1                         26.670 METERS 10019     |
 CF0407| CF0339 LARGE LETTER D                      APPROX.10.4 KM 1111306.6 |
 CF0407| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX. 5.1 KM 1324213.2 |
 CF0407| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX. 5.0 KM 1325455.8 |
 CF0407| CF0344 DOUGLAS ARIZ EDISON ELEC STACK      APPROX. 4.4 KM 1482807.5 |
 CF0407| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX. 4.6 KM 1754219.7 |
 CF0407| CC7279 DOUGLAS AZ MK                                      1780546.8 |
 CF0407| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX. 3.8 KM 1895946.5 |
 CF0407| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX. 3.8 KM 1925128.8 |
 CF0407| CC7283 DOUGLAS RM 4                          8.283 METERS 20946     |
 CF0407| CC7282 DOUGLAS RM 3                          3.972 METERS 27453     |
 CF0407| CC7281 DOUGLAS RM 2                          3.980 METERS 35012     |
 CF0407|---------------------------------------------------------------------|
 CF0407
 CF0407                          SUPERSEDED SURVEY CONTROL
 CF0407
 CF0407  NAD 83(1986)-  31 22 50.39211(N)    109 34 45.86385(W) AD(       ) B
 CF0407  ELLIP H (09/30/92) 1188.50   (m)                       GP(       ) 2 1
 CF0407  NAD 83(1986)-  31 22 50.39211(N)    109 34 45.86385(W) AD(       ) 1
 CF0407  NAD 27      -  31 22 50.02400(N)    109 34 43.62000(W) AD(       ) 1
 CF0407  NGVD 29 (09/30/94) 1215.0    (m)         3986.     (f) GPS OBS        
 CF0407
 CF0407.Superseded values are not recommended for survey control.
 CF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0407.See file dsdata.txt to determine how the superseded data were derived.
 CF0407
 CF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3508372663(NAD 83)
 CF0407_MARKER: DH = HORIZONTAL CONTROL DISK
 CF0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0407_SP_SET: CONCRETE POST
 CF0407_STAMPING: DOUGLAS 1938 1973 ASA 550
 CF0407_MARK LOGO: NGS   
 CF0407_PROJECTION: FLUSH
 CF0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0407+STABILITY: SURFACE MOTION
 CF0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0407+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0407
 CF0407  HISTORY     - Date     Condition        Report By
 CF0407  HISTORY     - 1973     MONUMENTED       NGS
 CF0407  HISTORY     - 1973     GOOD             NGS
 CF0407  HISTORY     - 1982     GOOD             AZDT
 CF0407  HISTORY     - 19920203 GOOD             NGS
 CF0407  HISTORY     - 19940127 GOOD             NOS
 CF0407  HISTORY     - 19981109 GOOD             NGS
 CF0407  HISTORY     - 19990308 GOOD             NGS
 CF0407  HISTORY     - 20031030 GOOD             AZ-003
 CF0407
 CF0407                          STATION DESCRIPTION
 CF0407
 CF0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CF0407'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND
 CF0407'DESTROYED.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK
 CF0407'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS LEANING
 CF0407'SLIGHTLY.  A NEW STATION MARK WAS SET OVER THE UNDERGROUND MARK
 CF0407'AND REFERENCES MARKS 3 AND 4 ESTABLISHED.
 CF0407'
 CF0407'THE STATION MARK IS A STANDARD DISK STAMPED, DOUGLAS 1938 1973.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 CF0407'3 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET WEST OF
 CF0407'THE CENTER LINE OF U.S. HIGHWAY 666 AND 13 FEET EAST OF A WITNESS
 CF0407'POST SET IN THE WEST RIGHT OF WAY FENCE LINE.
 CF0407'
 CF0407'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DOUGLAS NO 2 1938.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CF0407'ABOUT 4 INCHES.  IT IS 49 FEET WEST OF THE CENTER LINE OF THE
 CF0407'HIGHWAY, 73 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF
 CF0407'THE FENCE.
 CF0407'
 CF0407'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DOUGLAS 1938 NO
 CF0407'3 1973.  IT IS SET IN A DRILL HOLE IN TOP OF A LARGE BURIED
 CF0407'BOULDER WHICH IS IN THE FENCE LINE.  50 FEET WEST OF THE CENTER
 CF0407'LINE OF THE HIGHWAY AND AT THE WITNESS POST.
 CF0407'
 CF0407'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, DOUGLAS 1938 NO 4
 CF0407'1973.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 CF0407'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 50 FEET WEST OF THE
 CF0407'CENTER LINE OF THE HIGHWAY AND IN THE FENCE LINE.
 CF0407'
 CF0407'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DOUGLAS 1938.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CF0407'ABOUT 4 INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE OF THE
 CF0407'HIGHWAY, 30 FEET SOUTH OF AN IRON POST MARKED, POST STA 80+100
 CF0407'AND 1 FOOT WEST OF WITNESS POST SET IN FENCE LINE.
 CF0407'
 CF0407'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN DOUGLAS GO
 CF0407'WEST ALONG U.S. HIGHWAY 80 FOR 1.5 MILES TO JUNCTION WITH U.S.
 CF0407'HIGHWAY 666.  TURN RIGHT AND GO NORTH ALONG U.S. 666 FOR 1.55
 CF0407'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.45
 CF0407'MILE TO THE STATION ON THE LEFT.
 CF0407'
 CF0407'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CF0407'
 CF0407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 CF0407'NORTHWEST OF DOUGLAS
 CF0407
 CF0407                          STATION RECOVERY (1973)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CF0407'RECOVERED IN GOOD CONDITION.
 CF0407
 CF0407                          STATION RECOVERY (1982)
 CF0407
 CF0407'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0407'STATION IS LOCATED ABOUT 2.5 AIRLINE MILES NORTHWEST OF DOUGLAS,
 CF0407'ARIZONA, AND 2 MILES NORTH OF THE JUNCTION OF U.S. 666 AND U.S. 80.
 CF0407'
 CF0407'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0407'DESCRIBED IN 1958 IN GOOD CONDITION, BUT WITH THESE DISPARITIES.  RM
 CF0407'3 IS STAMPED---DOUGLAS(1938)(1973) RM 3---.  RM 4 IS STAMPED---
 CF0407'DOUGLAS NO 4 (1938)(1973)---.  RM 3 WAS TOO CLOSE TO OBSERVE.  A NEW
 CF0407'ROUTE TO THE STATION FOLLOWS.
 CF0407'
 CF0407'FROM THE POST OFFICE IN DOUGLAS ON THE SOUTHEAST CORNER OF 10TH ST AND
 CF0407'F AVE TRAVEL ONE BLOCK WEST TO G AVE (U.S.80) TURN RIGHT AND TRAVEL
 CF0407'FOR 1.8 MILES TO JUNCTION OF U.S. 80 AND U.S. 666.  TURN RIGHT AND
 CF0407'TRAVEL NORTH ON U.S. 666 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 CF0407'STATION IS 37 FEET WEST OF CENTERLINE OF U.S. 666 (MP 1.9).  WITNESS
 CF0407'POST AND SIGN 3 FEET EAST OF STATION.
 CF0407
 CF0407                          STATION RECOVERY (1992)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CF0407'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTHWEST OF DOUGLAS, 3.2
 CF0407'KM (2.0 MI) NORTH OF U.S. HIGHWAY 80, IN THE WEST RIGHT-OF-WAY OF
 CF0407'U.S. HIGHWAY 666, AT MILE POST 1.9. OWNERSHIP-ARIZONA DEPARTMENT OF
 CF0407'TRANSPORTATION.
 CF0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 666,
 CF0407'LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF DOUGLAS, GO NORTH ON HIGHWAY
 CF0407'666 FOR 3.06 KM (1.90 MI) TO THE STATION ON THE LEFT.
 CF0407'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CF0407'WITH THE GROUND.  LOCATED 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF
 CF0407'THE HIGHWAY, 8.2 M (26.9 FT) NORTHEAST OF RM 4, 3.9 M (12.8 FT) EAST
 CF0407'OF A R-O-W FENCELINE, 3.9 M (12.8 FT) SOUTHEAST OF RM 2, 0.61 M
 CF0407'(2.00 FT) WEST OF A METAL WITNESS POST AND ACROSS THE HIGHWAY FROM
 CF0407'BENCH MARK X 421.
 CF0407
 CF0407                          STATION RECOVERY (1994)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 CF0407'RECOVERED AS DESCRIBED.
 CF0407
 CF0407                          STATION RECOVERY (1998)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CF0407'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF DOUGLAS, 3.2
 CF0407'KM (2.00 MI) NORTH OF U.S. HIGHWAY 80, 1.7 KM (1.05 MI) NORTH OF
 CF0407'PIRTLEVILLE, IN THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 191.
 CF0407'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 CF0407'FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 19, ABOUT 3.2 KM (2.00 MI)
 CF0407'WEST OF DOUGLAS, GO NORTH FOR 1.95 MI (3.14 KM) ON HIGHWAY 191 TO THE
 CF0407'STATION ON LEFT.  THE STATION IS FLUSH WITH GROUND. LOCATED 11.1 M
 CF0407'(36.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 8.2 M (26.9 FT)
 CF0407'NORTH-NORTHEAST OF REFERENCE MARK 4, 4.1 M (13.5 FT) EAST-NORTHEAST OF
 CF0407'THE RIGHT-OF-WAY FENCE LINE, 4.0 M (13.1 FT) EAST OF REFERENCE MARK 3
 CF0407'AND 0.8 M (2.6 FT) WEST OF A METAL WITNESS POST.
 CF0407
 CF0407                          STATION RECOVERY (1999)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CF0407'RECOVERED AS DESCRIBED.
 CF0407
 CF0407                          STATION RECOVERY (2003)
 CF0407
 CF0407'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0346 ***********************************************************************
 CF0346  DESIGNATION -  DOUGLAS WEST MUNICIPAL TANK
 CF0346  PID         -  CF0346
 CF0346  STATE/COUNTY-  AZ/COCHISE
 CF0346  USGS QUAD   -  DOUGLAS (1978)
 CF0346
 CF0346                         *CURRENT SURVEY CONTROL
 CF0346  ___________________________________________________________________
 CF0346* NAD 83(1992)-  31 20 59.08460(N)    109 32 26.40829(W)     ADJUSTED  
 CF0346* NAVD 88     -                                                        
 CF0346  ___________________________________________________________________
 CF0346  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CF0346  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CF0346
 CF0346  HORZ ORDER  -  THIRD
 CF0346
 CF0346.The horizontal coordinates were established by classical geodetic methods
 CF0346.and adjusted by the National Geodetic Survey in August 1993..
 CF0346
 CF0346
 CF0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0346
 CF0346.The geoid height was determined by GEOID03.
 CF0346
 CF0346;                    North         East     Units Scale Factor Converg.
 CF0346;SPC AZ E     -    38,942.579   272,920.727   MT  0.99994374   +0 19 32.5
 CF0346;SPC AZ E     -   127,764.37    895,409.21   iFT  0.99994374   +0 19 32.5
 CF0346;UTM  12      - 3,469,283.430   638,812.463   MT  0.99983767   +0 45 33.7
 CF0346
 CF0346                          SUPERSEDED SURVEY CONTROL
 CF0346
 CF0346  NAD 83(1986)-  31 20 59.08392(N)    109 32 26.39345(W) AD(       ) 4
 CF0346  NAD 27      -  31 20 58.71000(N)    109 32 24.15100(W) AD(       ) 3
 CF0346
 CF0346.Superseded values are not recommended for survey control.
 CF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0346.See file dsdata.txt to determine how the superseded data were derived.
 CF0346
 CF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3881269283(NAD 83)
 CF0346_MARKER: 51 = TANK
 CF0346
 CF0346  HISTORY     - Date     Condition        Report By
 CF0346  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0346
 CF0346                          STATION DESCRIPTION
 CF0346
 CF0346'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0365 ***********************************************************************
 CF0365  DESIGNATION -  DRAGOON
 CF0365  PID         -  CF0365
 CF0365  STATE/COUNTY-  AZ/COCHISE
 CF0365  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 CF0365
 CF0365                         *CURRENT SURVEY CONTROL
 CF0365  ___________________________________________________________________
 CF0365* NAD 83(1992)-  31 57 08.02477(N)    109 59 13.04635(W)     ADJUSTED  
 CF0365* NAVD 88     -      2293.0    (meters)    7523.     (feet)  VERTCON   
 CF0365  ___________________________________________________________________
 CF0365  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CF0365  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0365
 CF0365  HORZ ORDER  -  FIRST
 CF0365
 CF0365.The horizontal coordinates were established by classical geodetic methods
 CF0365.and adjusted by the National Geodetic Survey in August 1993..
 CF0365
 CF0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0365
 CF0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0365
 CF0365.The geoid height was determined by GEOID03.
 CF0365
 CF0365;                    North         East     Units Scale Factor Converg.
 CF0365;SPC AZ E     -   105,584.510   230,348.413   MT  0.99990356   +0 05 42.4
 CF0365;SPC AZ E     -   346,405.87    755,736.26   iFT  0.99990356   +0 05 42.4
 CF0365;UTM  12      - 3,535,588.612   595,739.085   MT  0.99971304   +0 32 10.2
 CF0365
 CF0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0365!SPC AZ E     -   0.99964437  x   0.99990356  =   0.99954796
 CF0365!UTM  12      -   0.99964437  x   0.99971304  =   0.99935751
 CF0365
 CF0365|---------------------------------------------------------------------|
 CF0365| PID    Reference Object                     Distance      Geod. Az  |
 CF0365|                                                           dddmmss.s |
 CF0365| CC7286 DRAGOON RM 1                          7.178 METERS 08049     |
 CF0365| CC7287 DRAGOON RM 2                          8.950 METERS 14444     |
 CF0365| CG0953 ST DAVID                            APPROX.23.5 KM 2625513.9 |
 CF0365|---------------------------------------------------------------------|
 CF0365
 CF0365                          SUPERSEDED SURVEY CONTROL
 CF0365
 CF0365  NAD 83(1986)-  31 57 08.01691(N)    109 59 13.04266(W) AD(       ) 1
 CF0365  NAD 27      -  31 57 07.71000(N)    109 59 10.80100(W) AD(       ) 1
 CF0365  NGVD 29 (07/19/86) 2292.0    (m)         7520.     (f) VERT ANG       
 CF0365
 CF0365.Superseded values are not recommended for survey control.
 CF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0365.See file dsdata.txt to determine how the superseded data were derived.
 CF0365
 CF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9573935589(NAD 83)
 CF0365_MARKER: DS = TRIANGULATION STATION DISK
 CF0365_SETTING: 0 = UNSPECIFIED SETTING
 CF0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0365
 CF0365  HISTORY     - Date     Condition        Report By
 CF0365  HISTORY     - 1906     MONUMENTED       USGS
 CF0365  HISTORY     - 1935     GOOD             USGS
 CF0365  HISTORY     - 1958     GOOD             AMS
 CF0365  HISTORY     - 1972     GOOD             AZHD
 CF0365
 CF0365                          STATION DESCRIPTION
 CF0365
 CF0365'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 CF0365'DESCRIPTION OBSOLETE, SEE 1957.  AN---UNSTAMPED---TABLET WAS SET AS
 CF0365'STATION MARK.
 CF0365
 CF0365                          STATION RECOVERY (1935)
 CF0365
 CF0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (EBL)
 CF0365'STATION IS ON THE HIGHEST POINT OF THE DRAGOON MOUNTAINS
 CF0365'ABOUT 10 MILES NORTHWEST OF PEARCE AND 11 MILES SOUTH OF
 CF0365'COCHISE.
 CF0365'
 CF0365'TO REACH FROM COCHISE GO SOUTH AS PER SIGNS BENSON FOR 6.0 MILES
 CF0365'TO AN UNDERPASS, CONTINUE FOR 0.3 MILE, AND TURN LEFT AT
 CF0365'SIGN READING PINERY CAN. Y.M.C.A. CAMP, GO EAST 0.5 MILE, AND
 CF0365'TURN RIGHT, GO 0.1 MILE TURN LEFT ON DIM ROAD AND PASS ADOBE
 CF0365'RUINS ON THE LEFT, GO 0.5 MILE PASS THROUGH GATE, GO 2.3 MILES
 CF0365'TO FENCE WITH SIGN READING COCHISE R.S. 3-1/2 MILES, BARRETS
 CF0365'MINE 2.0 MILES, KEEP STRAIGHT AHEAD FOR 1.1 MILES, TURN LEFT
 CF0365'AT THE FORKS AND GO 1.4 MILES, TURN RIGHT (SHARP) AT THREE
 CF0365'FORKS, GO UP SHORT STEEP INCLINE 1.1 MILES TO A DUGOUT,
 CF0365'CONTINUE 0.2 MILE TO THE END OF TRUCK TRAVEL.  ON FOOT CROSS
 CF0365'THE WASH AND PICK UP THE TRAIL ON THE RIDGE, FOLLOW THE TRAIL
 CF0365'AS FAR AS PRACTICABLE (TRAIL HAS BEEN BLAZED IN SEVERAL
 CF0365'PLACES), THEN BEAR LEFT TOWARDS A SEEMINGLY BARREN RIDGE,
 CF0365'THENCE SOUTH ALONG THE CREST OF THE RIDGE TO THE SUMMIT, AND
 CF0365'TO THE STATION.  STATION IS A U.S. GEOLOGICAL SURVEY
 CF0365'MARK.
 CF0365'
 CF0365'REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 NOT
 CF0365'INDICATED HOW SET.
 CF0365
 CF0365                          STATION RECOVERY (1958)
 CF0365
 CF0365'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0365'STATION RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 CF0365'OF MOUNTAIN, IN THE CENTER, AT POINT OF BEND IN THE RIDGE.  A
 CF0365'FIVE FOOT INSTRUMENT STAND WILL CLEAR ALL LINES.
 CF0365
 CF0365                          STATION RECOVERY (1972)
 CF0365
 CF0365'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 CF0365'A. GENERAL LOCATION RECOV. AS DESCRIBED
 CF0365'
 CF0365'B. TO REACH AS DESCRIBED
 CF0365'
 CF0365'C. STATION MARK IN AND GOOD.
 CF0365'
 CF0365'D. REFERENCE MARKS R.M. 1 AND R.M. 2 IN AND GOOD.
 CF0365'
 CF0365'E. AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2270 ***********************************************************************
 DV2270  DESIGNATION -  DRAIN
 DV2270  PID         -  DV2270
 DV2270  STATE/COUNTY-  AZ/MARICOPA
 DV2270  USGS QUAD   -  VULTURE PEAK (1990)
 DV2270
 DV2270                         *CURRENT SURVEY CONTROL
 DV2270  ___________________________________________________________________
 DV2270* NAD 83(1992)-  33 57 56.22152(N)    112 49 19.21604(W)     ADJUSTED  
 DV2270* NAVD 88     -       743.4    (meters)    2439.     (feet)  VERTCON   
 DV2270  ___________________________________________________________________
 DV2270  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DV2270  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2270
 DV2270  HORZ ORDER  -  SECOND
 DV2270
 DV2270.The horizontal coordinates were established by classical geodetic methods
 DV2270.and adjusted by the National Geodetic Survey in August 1993..
 DV2270
 DV2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2270
 DV2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2270
 DV2270.The geoid height was determined by GEOID03.
 DV2270
 DV2270;                    North         East     Units Scale Factor Converg.
 DV2270;SPC AZ C     -   329,209.729   129,693.927   MT  0.99998626   -0 30 21.0
 DV2270;SPC AZ C     - 1,080,084.41    425,505.01   iFT  0.99998626   -0 30 21.0
 DV2270;UTM  12      - 3,759,839.358   331,663.330   MT  0.99994933   -1 01 05.5
 DV2270
 DV2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2270!SPC AZ C     -   0.99988795  x   0.99998626  =   0.99987421
 DV2270!UTM  12      -   0.99988795  x   0.99994933  =   0.99983729
 DV2270
 DV2270|---------------------------------------------------------------------|
 DV2270| PID    Reference Object                     Distance      Geod. Az  |
 DV2270|                                                           dddmmss.s |
 DV2270| CS6626 DRAIN RM 1                           21.044 METERS 09303     |
 DV2270| CS6627 DRAIN RM 2                           16.096 METERS 27321     |
 DV2270|---------------------------------------------------------------------|
 DV2270
 DV2270                          SUPERSEDED SURVEY CONTROL
 DV2270
 DV2270  NAD 83(1986)-  33 57 56.22017(N)    112 49 19.21771(W) AD(       ) 2
 DV2270  NGVD 29 (11/27/91)  742.7    (m)         2437.     (f) VERT ANG       
 DV2270
 DV2270.Superseded values are not recommended for survey control.
 DV2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2270.See file dsdata.txt to determine how the superseded data were derived.
 DV2270
 DV2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3166359839(NAD 83)
 DV2270_MARKER: DS = TRIANGULATION STATION DISK
 DV2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2270+STABILITY: SURFACE MOTION
 DV2270
 DV2270  HISTORY     - Date     Condition        Report By
 DV2270  HISTORY     - 1985     MONUMENTED       AZDT
 DV2270
 DV2270                          STATION DESCRIPTION
 DV2270
 DV2270'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2270'THE STATION IS 5-1/2 MILES WEST OF WICKENBURG AND ABOUT 400 FEET NORTH
 DV2270'OF U.S. HIGHWAY 60.
 DV2270'
 DV2270'THE STATION MARK IS AN AZDT DISK STAMPED---DRAIN 1985---.  IT IS SET
 DV2270'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2270'33 FEET SOUTH OF THE SOUTH BANK OF THE WASH AND 3 FEET NORTH OF THE
 DV2270'WITNESS POST.
 DV2270'
 DV2270'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DRAIN RM 1 1985---.  IT IS
 DV2270'SET IN A DRILL HOLE IN A ROCK OUT CROP.
 DV2270'
 DV2270'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DRAIN RM 2 1985---.  IT IS
 DV2270'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2270'
 DV2270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2270'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 5.65 MILES TO MILE
 DV2270'POST 104.7 AND END OF TRUCK TRAVEL.  PACK NORTH ABOUT 400 FEET TO THE
 DV2270'STATION AT THE SOUTH SIDE OF A LARGE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2369 ***********************************************************************
 CZ2369  DESIGNATION -  DREXEL
 CZ2369  PID         -  CZ2369
 CZ2369  STATE/COUNTY-  AZ/PIMA
 CZ2369  USGS QUAD   -  TUCSON (1992)
 CZ2369
 CZ2369                         *CURRENT SURVEY CONTROL
 CZ2369  ___________________________________________________________________
 CZ2369* NAD 83(1992)-  32 08 54.85862(N)    110 53 43.66897(W)     ADJUSTED  
 CZ2369* NAVD 88     -       812.6    (meters)    2666.     (feet)  VERTCON   
 CZ2369  ___________________________________________________________________
 CZ2369  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CZ2369  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ2369
 CZ2369  HORZ ORDER  -  SECOND
 CZ2369
 CZ2369.The horizontal coordinates were established by classical geodetic methods
 CZ2369.and adjusted by the National Geodetic Survey in August 1993..
 CZ2369
 CZ2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2369
 CZ2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2369
 CZ2369.The geoid height was determined by GEOID03.
 CZ2369
 CZ2369;                    North         East     Units Scale Factor Converg.
 CZ2369;SPC AZ C     -   127,797.073   309,693.355   MT  1.00001441   +0 32 36.4
 CZ2369;SPC AZ C     -   419,281.74  1,016,054.31   iFT  1.00001441   +0 32 36.4
 CZ2369;UTM  12      - 3,556,908.739   509,858.069   MT  0.99960120   +0 03 20.3
 CZ2369
 CZ2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2369!SPC AZ C     -   0.99987701  x   1.00001441  =   0.99989142
 CZ2369!UTM  12      -   0.99987701  x   0.99960120  =   0.99947826
 CZ2369
 CZ2369|---------------------------------------------------------------------|
 CZ2369| PID    Reference Object                     Distance      Geod. Az  |
 CZ2369|                                                           dddmmss.s |
 CZ2369| CR8305 DREXEL RM 1                          10.637 METERS 14258     |
 CZ2369| CZ2368 CAMPBELL                            APPROX. 5.6 KM 3040145.7 |
 CZ2369| CR8306 DREXEL RM 2                          22.894 METERS 32110     |
 CZ2369|---------------------------------------------------------------------|
 CZ2369
 CZ2369                          SUPERSEDED SURVEY CONTROL
 CZ2369
 CZ2369  NAD 83(1986)-  32 08 54.85643(N)    110 53 43.66593(W) AD(       ) 2
 CZ2369  NGVD 29 (05/20/88)  812.0    (m)         2664.     (f) VERT ANG       
 CZ2369
 CZ2369.Superseded values are not recommended for survey control.
 CZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2369.See file dsdata.txt to determine how the superseded data were derived.
 CZ2369
 CZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0985856909(NAD 83)
 CZ2369_MARKER: DS = TRIANGULATION STATION DISK
 CZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2369+STABILITY: SURFACE MOTION
 CZ2369
 CZ2369  HISTORY     - Date     Condition        Report By
 CZ2369  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2369
 CZ2369                          STATION DESCRIPTION
 CZ2369
 CZ2369'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2369'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 10 IN TUCSON AT THE
 CZ2369'DREXEL ROAD INTERCHANGE.
 CZ2369'
 CZ2369'THE STATION MARK IS AN AZDT DISK STAMPED---DREXEL 1982---.  IT IS SET
 CZ2369'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE STATION IS 155 FEET
 CZ2369'SOUTHEAST OF THE CENTER LINE OF DREXEL ROAD, 75 FEET SOUTHEAST OF THE
 CZ2369'NORTHEAST END OF THE WEST BOUND BRIDGE ABUTMENT, 3 FEET NORTHEAST OF
 CZ2369'THE  WEST BOUND GUARD RAIL AND 3 FEET NORTHWEST OF THE WITNESS
 CZ2369'POST.
 CZ2369'
 CZ2369'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DREXEL RM 1 1982---.  IT IS
 CZ2369'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET NORTHEAST OF
 CZ2369'THE WEST BOUND GUARD RAIL.
 CZ2369'
 CZ2369'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DREXEL RM 2 1982---.  IT IS
 CZ2369'SET IN THE NORTHEAST BRIDGE ABUTMENT OF THE WEST BOUND BRIDGE.
 CZ2369'
 CZ2369'TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 CZ2369'PALO VERDE ROAD IN TUCSON, TRAVEL SOUTHEAST ALONG I-10 FOR 1.55 MILES
 CZ2369'TO MILE POST 266.05 AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0876 ***********************************************************************
 DW0876  DESIGNATION -  DRIPPING SPRINGS
 DW0876  PID         -  DW0876
 DW0876  STATE/COUNTY-  AZ/LA PAZ
 DW0876  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0876
 DW0876                         *CURRENT SURVEY CONTROL
 DW0876  ___________________________________________________________________
 DW0876* NAD 83(1992)-  33 35 08.14633(N)    114 04 17.56724(W)     ADJUSTED  
 DW0876* NAVD 88     -      1038.1    (meters)    3406.     (feet)  VERTCON   
 DW0876  ___________________________________________________________________
 DW0876  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 DW0876  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DW0876
 DW0876  HORZ ORDER  -  SECOND
 DW0876
 DW0876.The horizontal coordinates were established by classical geodetic methods
 DW0876.and adjusted by the National Geodetic Survey in August 1993..
 DW0876
 DW0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0876
 DW0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0876
 DW0876.The geoid height was determined by GEOID03.
 DW0876
 DW0876;                    North         East     Units Scale Factor Converg.
 DW0876;SPC AZ W     -   286,749.225   183,512.454   MT  0.99994431   -0 10 40.4
 DW0876;SPC AZ W     -   940,778.30    602,074.98   iFT  0.99994431   -0 10 40.4
 DW0876;UTM  11      - 3,720,053.519   771,788.754   MT  1.00051079   +1 37 15.5
 DW0876;UTM  12      - 3,720,438.676   214,925.987   MT  1.00060202   -1 42 01.0
 DW0876
 DW0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0876!SPC AZ W     -   0.99984198  x   0.99994431  =   0.99978630
 DW0876!UTM  11      -   0.99984198  x   1.00051079  =   1.00035269
 DW0876!UTM  12      -   0.99984198  x   1.00060202  =   1.00044391
 DW0876
 DW0876|---------------------------------------------------------------------|
 DW0876| PID    Reference Object                     Distance      Geod. Az  |
 DW0876|                                                           dddmmss.s |
 DW0876| CE9295 DRIPPING SPRINGS RM 1                 5.496 METERS 13839     |
 DW0876| CE9296 DRIPPING SPRINGS RM 2                 9.580 METERS 22313     |
 DW0876| CE9294 DRIPPING SPRINGS AZ MK                             2812514.3 |
 DW0876|---------------------------------------------------------------------|
 DW0876
 DW0876                          SUPERSEDED SURVEY CONTROL
 DW0876
 DW0876  NAD 83(1986)-  33 35 08.14291(N)    114 04 17.57594(W) AD(       ) 2
 DW0876  NAD 27      -  33 35 08.04180(N)    114 04 14.79240(W) AD(       ) 2
 DW0876  NGVD 29 (07/19/86) 1037.4    (m)         3404.     (f) VERT ANG       
 DW0876
 DW0876.Superseded values are not recommended for survey control.
 DW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0876.See file dsdata.txt to determine how the superseded data were derived.
 DW0876
 DW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7178920054(NAD 83)
 DW0876_MARKER: DD = SURVEY DISK
 DW0876_SETTING: 66 = SET IN ROCK OUTCROP
 DW0876
 DW0876  HISTORY     - Date     Condition        Report By
 DW0876  HISTORY     - 1949     MONUMENTED       USGS
 DW0876
 DW0876                          STATION DESCRIPTION
 DW0876
 DW0876'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0876'STATION LOCATED ABOUT 12 MILES AIR LINE SOUTHEAST OF QUARTZSITE,
 DW0876'ABOUT 7 MILES AIR LINE EAST OF STATE HIGHWAY 95, ON HIGHEST
 DW0876'POINT OF A SHARP, ROCKY PEAK, WHICH HAS HIGH CLIFFS ON THREE
 DW0876'SIDES, AND SLOPES STEEPLY TO THE SOUTH.  STATION MARK IS A
 DW0876'U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE IN
 DW0876'OUTCROPPING BEDROCK, FLUSH WITH GROUND, AND STAMPED, DRIPPING
 DW0876'SPRINGS 1933.
 DW0876'
 DW0876'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN STATION, FLUSH
 DW0876'WITH GROUND, AND STAMPED, DRIPPING SPRINGS NO 1 1949.
 DW0876'
 DW0876'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET
 DW0876'IN OUTCROPPING BEDROCK, FLUSH WITH GROUND, ABOUT 3 FEET LOWER
 DW0876'THAN STATION, AND STAMPED, DRIPPING SPRINGS NO 2.
 DW0876'
 DW0876'AZIMUTH MARK IS LOCATED ON SMALL KNOLL ABOUT 100 YARDS NORTH
 DW0876'OF ROAD LEADING TO STATION, 7-1/2 PACES NORTH OF A CAIRN,
 DW0876'4 PACES WEST OF A WHITE WITNESS POST, FLUSH WITH GROUND, AND
 DW0876'STAMPED, DRIPPING SPRINGS 1949.
 DW0876'
 DW0876'THE U.S. GEOLOGICAL SURVEY REFERENCE MARK NO. 1 WAS SEARCHED
 DW0876'FOR, BUT WAS NOT FOUND.
 DW0876'
 DW0876'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DW0876'HIGHWAY 95, ABOUT 0.8 MILE EAST OF QUARTZSITE, GO SOUTH ON
 DW0876'STATE HIGHWAY 95 FOR 0.45 MILE TO TRACK ROAD ON LEFT (THIS
 DW0876'IS JUST OPPOSITE POLE NUMBER 369 OF THE ELECTRIC TRANSMISSION
 DW0876'LINE).  TURN LEFT ONTO TRACK ROAD AND GO 0.05 MILE TO FORK.
 DW0876'KEEP LEFT FORK AND GO 0.2 MILE TO A DIM TRACK ROAD RIGHT.
 DW0876'KEEP LEFT FORK, MAIN ROAD, AND GO 7.6 MILES TO A FORK IN A
 DW0876'WASH.  KEEP RIGHT FORK AND GO 0.5 MILE TO AZIMUTH MARK ON LEFT
 DW0876'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 1.6 MILE TO END OF
 DW0876'TRUCK TRAVEL AT EDGE OF WASH.  PACK EAST ACROSS WASH AND
 DW0876'TOWARD CLEFT IN THE CLIFF, SOUTH OF THE HIGHEST POINT.  THENCE
 DW0876'THROUGH CLEFT OF CLIFF TO TOP.  TURN LEFT, NORTH, AND PACK UP
 DW0876'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 DW0876'1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0900 ***********************************************************************
 FQ0900  DESIGNATION -  DRIVE
 FQ0900  PID         -  FQ0900
 FQ0900  STATE/COUNTY-  AZ/NAVAJO
 FQ0900  USGS QUAD   -  FRENCH BUTTE (1967)
 FQ0900
 FQ0900                         *CURRENT SURVEY CONTROL
 FQ0900  ___________________________________________________________________
 FQ0900* NAD 83(1992)-  35 17 02.86013(N)    110 18 05.27699(W)     ADJUSTED  
 FQ0900* NAVD 88     -      1991.6    (meters)    6534.     (feet)  VERTCON   
 FQ0900  ___________________________________________________________________
 FQ0900  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FQ0900  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0900
 FQ0900  HORZ ORDER  -  THIRD
 FQ0900
 FQ0900.The horizontal coordinates were established by classical geodetic methods
 FQ0900.and adjusted by the National Geodetic Survey in August 1993..
 FQ0900
 FQ0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0900
 FQ0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0900
 FQ0900.The geoid height was determined by GEOID03.
 FQ0900
 FQ0900;                    North         East     Units Scale Factor Converg.
 FQ0900;SPC AZ E     -   475,101.439   201,098.341   MT  0.99990185   -0 04 40.3
 FQ0900;SPC AZ E     - 1,558,731.76    659,771.46   iFT  0.99990185   -0 04 40.3
 FQ0900;UTM  12      - 3,904,776.176   563,521.806   MT  0.99964973   +0 24 12.6
 FQ0900
 FQ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0900!SPC AZ E     -   0.99969113  x   0.99990185  =   0.99959301
 FQ0900!UTM  12      -   0.99969113  x   0.99964973  =   0.99934097
 FQ0900
 FQ0900|---------------------------------------------------------------------|
 FQ0900| PID    Reference Object                     Distance      Geod. Az  |
 FQ0900|                                                           dddmmss.s |
 FQ0900| CR9964 DRIVE RM 1                            8.071 METERS 01535     |
 FQ0900| CR9965 DRIVE RM 2                           17.273 METERS 13317     |
 FQ0900| FQ0890 APOLLO                              APPROX. 6.5 KM 2035731.8 |
 FQ0900|---------------------------------------------------------------------|
 FQ0900
 FQ0900                          SUPERSEDED SURVEY CONTROL
 FQ0900
 FQ0900  NAD 83(1986)-  35 17 02.85690(N)    110 18 05.28052(W) AD(       ) 3
 FQ0900  NGVD 29 (02/23/90) 1990.7    (m)         6531.     (f) VERT ANG       
 FQ0900
 FQ0900.Superseded values are not recommended for survey control.
 FQ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0900.See file dsdata.txt to determine how the superseded data were derived.
 FQ0900
 FQ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6352204776(NAD 83)
 FQ0900_MARKER: DS = TRIANGULATION STATION DISK
 FQ0900_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0900_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0900+STABILITY: POSITION/ELEVATION WELL
 FQ0900
 FQ0900  HISTORY     - Date     Condition        Report By
 FQ0900  HISTORY     - 1966     MONUMENTED       USGS
 FQ0900
 FQ0900                          STATION DESCRIPTION
 FQ0900
 FQ0900'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0900'LOCATED ABOUT 29 MI NE. OF WINSLOW, ABOUT 8 MI N. OF SOUTH
 FQ0900'BOUNDARY OF NAVAJO RESERVATION, ABOUT 7 MI S. OF DILKON, ABOUT 3
 FQ0900'MI SE. OF CASTLE BUTTE TRADING POST.  ON HIGHEST PART OF LARGE
 FQ0900'TIMBERED MESA.
 FQ0900'
 FQ0900'TO REACH FROM CASTLE BUTTE TRADING POST, DRIVE 0.5 MI N. ON
 FQ0900'GRADED RD. TO DIRT RD. E.  TURN E. 1.8 MI TO RD. FORK.  TAKE RIGHT
 FQ0900'FORK GENERALLY S. ON TRACK RD. UP WASH ONTO RIDGE 1.6 MI TO TOP
 FQ0900'OF MESA, CONTINUE 0.7 MI S. AND E. TO HIGHEST POINT OF MESA AND
 FQ0900'STATION.
 FQ0900'
 FQ0900'STATION MARK--STANDARD TABLET STAMPED---DRIVE 1966---, CEMENTED IN
 FQ0900'DRILL HOLE ON TOP OF ROCK OUTCROP.
 FQ0900'
 FQ0900'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0900'HOLE ON TOP OF ROCK OUTCROP.
 FQ0900'
 FQ0900'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0900'HOLE ON TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2076 ***********************************************************************
 DU2076  DESIGNATION -  DROMEDARY
 DU2076  PID         -  DU2076
 DU2076  STATE/COUNTY-  AZ/PINAL
 DU2076  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2076
 DU2076                         *CURRENT SURVEY CONTROL
 DU2076  ___________________________________________________________________
 DU2076* NAD 83(1992)-  33 15 11.84895(N)    111 15 13.83911(W)     ADJUSTED  
 DU2076* NAVD 88     -       919.6    (meters)    3017.     (feet)  VERTCON   
 DU2076  ___________________________________________________________________
 DU2076  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 DU2076  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DU2076
 DU2076  HORZ ORDER  -  SECOND
 DU2076
 DU2076.The horizontal coordinates were established by classical geodetic methods
 DU2076.and adjusted by the National Geodetic Survey in August 1993..
 DU2076
 DU2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2076
 DU2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2076
 DU2076.The geoid height was determined by GEOID03.
 DU2076
 DU2076;                    North         East     Units Scale Factor Converg.
 DU2076;SPC AZ C     -   250,036.337   275,119.671   MT  0.99994701   +0 21 48.5
 DU2076;SPC AZ C     -   820,329.19    902,623.59   iFT  0.99994701   +0 21 48.5
 DU2076;UTM  12      - 3,679,396.143   476,354.890   MT  0.99960689   -0 08 21.1
 DU2076
 DU2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2076!SPC AZ C     -   0.99986019  x   0.99994701  =   0.99980720
 DU2076!UTM  12      -   0.99986019  x   0.99960689  =   0.99946713
 DU2076
 DU2076|---------------------------------------------------------------------|
 DU2076| PID    Reference Object                     Distance      Geod. Az  |
 DU2076|                                                           dddmmss.s |
 DU2076| CH5095 DROMEDARY RM 1                        5.545 METERS 17149     |
 DU2076| CH5096 DROMEDARY RM 2                        7.635 METERS 26111     |
 DU2076| CH5094 DROMEDARY AZ MK                                    3130139.3 |
 DU2076|---------------------------------------------------------------------|
 DU2076
 DU2076                          SUPERSEDED SURVEY CONTROL
 DU2076
 DU2076  NAD 83(1986)-  33 15 11.84449(N)    111 15 13.84190(W) AD(       ) 2
 DU2076  NAD 27      -  33 15 11.64200(N)    111 15 11.38900(W) AD(       ) 2
 DU2076  NGVD 29 (07/19/86)  919.0    (m)         3015.     (f) VERT ANG       
 DU2076
 DU2076.Superseded values are not recommended for survey control.
 DU2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2076.See file dsdata.txt to determine how the superseded data were derived.
 DU2076
 DU2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7635579396(NAD 83)
 DU2076_MARKER: DS = TRIANGULATION STATION DISK
 DU2076_SETTING: 66 = SET IN ROCK OUTCROP
 DU2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2076
 DU2076  HISTORY     - Date     Condition        Report By
 DU2076  HISTORY     - 1938     MONUMENTED       CGS
 DU2076  HISTORY     - 1946     GOOD             USGS
 DU2076  HISTORY     - 1963     GOOD             USGS
 DU2076  HISTORY     - 1965     GOOD             USGS
 DU2076  HISTORY     - 1976     GOOD             NGS
 DU2076
 DU2076                          STATION DESCRIPTION
 DU2076
 DU2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2076'STATION IS LOCATED ABOUT 4.5 MILES E OF FLORENCE JUNCTION,
 DU2076'9 MILES W AND 3 MILES S OF SUPERIOR, ARIZ., ON HIGHEST POINT
 DU2076'OF A LOW, ROCKY HILL WHICH IS NAMED DROMEDARY PEAK ON U.S.G.S.
 DU2076'MAPS.  IT IS 35 FEET W OF VERTICAL CLIFFS ON E SIDE OF HILL.
 DU2076'
 DU2076'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2076'OUTCROPPING BEDROCK.
 DU2076'
 DU2076'AZIMUTH MARK IS LOCATED ON N SIDE OF U.S. 60, 4.1 MILES E OF
 DU2076'FLORENCE JUNCTION, 150 FEET N OF CENTER LINE OF HIGHWAY, BY
 DU2076'A LARGE SIGN LEWIS AUTO COURT.  MARK IS A STANDARD U.S.C.
 DU2076'AND G.S. BM NO. N 107.
 DU2076'
 DU2076'STATION IS REACHED FROM MESA, ARIZ., BY GOING E ON U.S. 60,
 DU2076'16.0 MILES TO APACHE JUNCTION.  THENCE CONTINUE EASTERLY ON
 DU2076'U.S. 60, 16.4 MILES TO FLORENCE JUNCTION.  KEEP L FORK, U.S.
 DU2076'60, AND GO 3.7 MILES TO SIGN ON R HOTEL GLOBE.  CONTINUE
 DU2076'ON U.S. 60, 0.7 MILE TO A TRACK ROAD ON R.  FROM HERE STATION
 DU2076'IS VISIBLE AT 138 DEG MAGNETIC.  TURN SHARP R ON TRACK ROAD
 DU2076'AND GO SOUTHEASTERLY 0.5 MILE TO A WIRE FENCE.  CROSS FENCE
 DU2076'AND CONTINUE ON TRACK ROAD 0.7 MILE TO END OF TRUCK TRAVEL.
 DU2076'FROM HERE PACK ACROSS WASH ON R AND GO SW UP NORTHERN SLOPE
 DU2076'TO HIGHEST POINT AND STATION.
 DU2076
 DU2076                          STATION RECOVERY (1946)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076
 DU2076                          STATION RECOVERY (1963)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076
 DU2076                          STATION RECOVERY (1965)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076'
 DU2076'REACHED BY HELICOPTER.
 DU2076
 DU2076                          STATION RECOVERY (1976)
 DU2076
 DU2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2076'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DU2076'CONDITION.  VISITED BY LIGHTKEEPER.
 DU2076'
 DU2076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 EAST OF
 DU2076'FLORENCE JUNCTION.
 DU2076'
 DU2076'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2054 ***********************************************************************
 DV2054  DESIGNATION -  DROP
 DV2054  PID         -  DV2054
 DV2054  STATE/COUNTY-  AZ/MARICOPA
 DV2054  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2054
 DV2054                         *CURRENT SURVEY CONTROL
 DV2054  ___________________________________________________________________
 DV2054* NAD 83(1992)-  33 50 02.65528(N)    112 27 32.79501(W)     ADJUSTED  
 DV2054* NAVD 88     -       604.6    (meters)    1984.     (feet)  VERTCON   
 DV2054  ___________________________________________________________________
 DV2054  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DV2054  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DV2054
 DV2054  HORZ ORDER  -  SECOND
 DV2054
 DV2054.The horizontal coordinates were established by classical geodetic methods
 DV2054.and adjusted by the National Geodetic Survey in August 1993..
 DV2054
 DV2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2054
 DV2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2054
 DV2054.The geoid height was determined by GEOID03.
 DV2054
 DV2054;                    North         East     Units Scale Factor Converg.
 DV2054;SPC AZ C     -   314,383.018   163,154.019   MT  0.99993106   -0 18 07.3
 DV2054;SPC AZ C     - 1,031,440.35    535,282.21   iFT  0.99993106   -0 18 07.3
 DV2054;UTM  12      - 3,744,715.658   364,987.359   MT  0.99982472   -0 48 45.1
 DV2054
 DV2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2054!SPC AZ C     -   0.99990972  x   0.99993106  =   0.99984079
 DV2054!UTM  12      -   0.99990972  x   0.99982472  =   0.99973446
 DV2054
 DV2054|---------------------------------------------------------------------|
 DV2054| PID    Reference Object                     Distance      Geod. Az  |
 DV2054|                                                           dddmmss.s |
 DV2054| CH5097 DROP RM 1                             7.210 METERS 10446     |
 DV2054| CH5098 DROP RM 2                             9.657 METERS 28005     |
 DV2054| DV2055 CALL                                APPROX. 1.4 KM 2843938.0 |
 DV2054|---------------------------------------------------------------------|
 DV2054
 DV2054                          SUPERSEDED SURVEY CONTROL
 DV2054
 DV2054  NAD 83(1986)-  33 50 02.65153(N)    112 27 32.79909(W) AD(       ) 2
 DV2054  NAD 27      -  33 50 02.52353(N)    112 27 30.18666(W) AD(       ) 2
 DV2054  NGVD 29 (07/19/86)  604.0    (m)         1982.     (f) VERT ANG       
 DV2054
 DV2054.Superseded values are not recommended for survey control.
 DV2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2054.See file dsdata.txt to determine how the superseded data were derived.
 DV2054
 DV2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6498744716(NAD 83)
 DV2054_MARKER: DD = SURVEY DISK
 DV2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2054
 DV2054  HISTORY     - Date     Condition        Report By
 DV2054  HISTORY     - 1976     MONUMENTED       AZDT
 DV2054  HISTORY     - 19960212 GOOD             USPSQD
 DV2054  HISTORY     - 19990109 GOOD             USPSQD
 DV2054  HISTORY     - 20000109 GOOD             USPSQD
 DV2054
 DV2054                          STATION DESCRIPTION
 DV2054
 DV2054'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2054'THE STATION IS ABOUT 10.4 MILES EAST OF MORRISTOWN, 10 MILES
 DV2054'WEST SOUTHWEST OF LAKE PLEASANT, ALONG THE SOUTH R/W OF HWY. 74,
 DV2054'JUST INSIDE THE R/W FENCE.
 DV2054'
 DV2054'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DROP 1976
 DV2054'AND IS SET IN AN 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE AND MARKED WITH A WITNESS POST AND SIGN.
 DV2054'
 DV2054'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DROP RM
 DV2054'1 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE.
 DV2054'
 DV2054'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DROP RM
 DV2054'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE.
 DV2054'
 DV2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2054'STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2054'HWY. 74 FOR 10.40 MILES TO THE STATION ON THE RIGHT, SOUTH,
 DV2054'INSIDE THE R/W FENCE.
 DV2054'
 DV2054'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2054
 DV2054                          STATION RECOVERY (1996)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2054'RECOVERED IN GOOD CONDITION.
 DV2054
 DV2054                          STATION RECOVERY (1999)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2054'RECOVERED IN GOOD CONDITION.
 DV2054
 DV2054                          STATION RECOVERY (2000)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0414 ***********************************************************************
 CY0414  DESIGNATION -  DRURY
 CY0414  PID         -  CY0414
 CY0414  STATE/COUNTY-  AZ/COCHISE
 CY0414  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0414
 CY0414                         *CURRENT SURVEY CONTROL
 CY0414  ___________________________________________________________________
 CY0414* NAD 83(1992)-  32 18 13.04427(N)    109 47 50.40879(W)     ADJUSTED  
 CY0414* NAVD 88     -      1295.051  (meters)    4248.85   (feet)  ADJUSTED  
 CY0414  ___________________________________________________________________
 CY0414  X           -  -1,828,004.517 (meters)                     COMP
 CY0414  Y           -  -5,078,218.765 (meters)                     COMP
 CY0414  Z           -   3,389,614.337 (meters)                     COMP
 CY0414  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CY0414  ELLIP HEIGHT-        1268.11  (meters)          (08/22/05) GPS OBS
 CY0414  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0414  DYNAMIC HT  -        1293.120 (meters)    4242.51  (feet)  COMP
 CY0414  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0414
 CY0414  HORZ ORDER  -  B
 CY0414  VERT ORDER  -  FIRST     CLASS II
 CY0414  ELLP ORDER  -  FOURTH    CLASS II
 CY0414
 CY0414.The horizontal coordinates were established by GPS observations
 CY0414.and adjusted by the National Geodetic Survey in August 2005..
 CY0414
 CY0414.The orthometric height was determined by differential leveling
 CY0414.and adjusted by the National Geodetic Survey in June 1991..
 CY0414
 CY0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0414
 CY0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0414
 CY0414.The ellipsoidal height was determined by GPS observations
 CY0414.and is referenced to NAD 83.
 CY0414
 CY0414.The geoid height was determined by GEOID03.
 CY0414
 CY0414.The dynamic height is computed by dividing the NAVD 88
 CY0414.geopotential number by the normal gravity value computed on the
 CY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0414.degrees latitude (g = 980.6199 gals.).
 CY0414
 CY0414.The modeled gravity was interpolated from observed gravity values.
 CY0414
 CY0414;                    North         East     Units Scale Factor Converg.
 CY0414;SPC AZ E     -   144,592.201   248,140.367   MT  0.99991491   +0 11 50.5
 CY0414;SPC AZ E     -   474,383.86    814,108.82   iFT  0.99991491   +0 11 50.5
 CY0414;UTM  12      - 3,574,725.972   613,225.717   MT  0.99975809   +0 38 34.0
 CY0414
 CY0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0414!SPC AZ E     -   0.99980093  x   0.99991491  =   0.99971586
 CY0414!UTM  12      -   0.99980093  x   0.99975809  =   0.99955907
 CY0414
 CY0414|---------------------------------------------------------------------|
 CY0414| PID    Reference Object                     Distance      Geod. Az  |
 CY0414|                                                           dddmmss.s |
 CY0414| CY0415 DRURY RM 1                           51.840 METERS 12028     |
 CY0414| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 6.5 KM 2082719.6 |
 CY0414| CC7291 HIGHWAY 666 STA 2246+00                            2093120.3 |
 CY0414| CY1201 WILLCOX STANDPIPE                   APPROX. 6.2 KM 2093614.1 |
 CY0414| CY0416 DRURY RM 2                           26.883 METERS 21502     |
 CY0414|---------------------------------------------------------------------|
 CY0414
 CY0414                          SUPERSEDED SURVEY CONTROL
 CY0414
 CY0414  NAD 83(1992)-  32 18 13.04344(N)    109 47 50.40909(W) AD(       ) 1
 CY0414  NAD 83(1986)-  32 18 13.03808(N)    109 47 50.40556(W) AD(       ) 1
 CY0414  NAD 27      -  32 18 12.77400(N)    109 47 48.16500(W) AD(       ) 1
 CY0414  NAVD 88 (08/22/05) 1295.05   (m)         4248.8    (f) LEVELING    3  
 CY0414  NGVD 29 (??/??/92) 1294.236  (m)         4246.17   (f) ADJ UNCH    1 2
 CY0414
 CY0414.Superseded values are not recommended for survey control.
 CY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0414.See file dsdata.txt to determine how the superseded data were derived.
 CY0414
 CY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1322674726(NAD 83)
 CY0414_MARKER: DS = TRIANGULATION STATION DISK
 CY0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0414_STAMPING: DRURY 1945
 CY0414_PROJECTION: FLUSH
 CY0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0414+STABILITY: SURFACE MOTION
 CY0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0414+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0414
 CY0414  HISTORY     - Date     Condition        Report By
 CY0414  HISTORY     - 1945     MONUMENTED       CGS
 CY0414  HISTORY     - 1952     GOOD             CGS
 CY0414  HISTORY     - 1952     GOOD             NGS
 CY0414  HISTORY     - 1960     GOOD             CGS
 CY0414  HISTORY     - 1960     GOOD             NGS
 CY0414  HISTORY     - 1967     GOOD             USAF
 CY0414  HISTORY     - 1974     GOOD             USGS
 CY0414  HISTORY     - 1979     GOOD             NGS
 CY0414  HISTORY     - 20050515 GOOD             NGS
 CY0414
 CY0414                          STATION DESCRIPTION
 CY0414
 CY0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0414'STATION IS LOCATED 4 MILES (AIR LINE) NNE OF WILLCOX AND ABOUT
 CY0414'3 MILES SW OF RASO, A SMALL SETTLEMENT ALONG THE SOUTHERN
 CY0414'PACIFIC CO. RAILROAD.
 CY0414'
 CY0414'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX
 CY0414'(AT THE INTERSECTION OF U.S. HIGHWAY 666 AND MALEY STREET) GO
 CY0414'NNE ON U.S. HIGHWAY 666 FOR 4.1 MILES TO A METAL CULVERT.  STATION
 CY0414'IS 289 FEET NW OF THE W END OF THIS CULVERT.
 CY0414'
 CY0414'STATION IS 88-1/2 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 666,
 CY0414'20-1/2 FEET SSE OF THE WHITE HIGHWAY RIGHT-OF-WAY POST NUMBERED
 CY0414'A-2300+00 (THE POST IS ON THE W SIDE OF THE HIGHWAY), 17-1/2
 CY0414'FEET ENE OF A 4 INCH SQUARE WHITE WITNESS POST SET IN THE W
 CY0414'RIGHT-OF-WAY FENCE, AND 11-3/4 FEET E OF THE W HIGHWAY
 CY0414'RIGHT-OF-WAY FENCE.  IT IS MARKED BY A BRONZE STATION DISK
 CY0414'STAMPED DRURY 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE
 CY0414'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  UNDERGROUND
 CY0414'MARK IS A BRONZE STATION DISK SET IN CONCRETE 24 INCHES BELOW
 CY0414'THE SURFACE OF THE GROUND.
 CY0414'
 CY0414'REFERENCE MARK 1 IS ESE OF THE STATION AND ABOUT 2 FEET HIGHER.
 CY0414'IT IS 18 FEET W OF THE E RIGHT-OF-WAY FENCE.  IT IS A BRONZE
 CY0414'REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY0414'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED DRURY
 CY0414'NO 1 1945.
 CY0414'
 CY0414'REFERENCE MARK 2 IS SW OF THE STATION AND AT ABOUT THE SAME
 CY0414'LEVEL.  IT IS 5 FEET E OF THE W RIGHT-OF-WAY FENCE.  IT IS
 CY0414'A BRONZE REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE
 CY0414'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0414'DRURY NO 2 1945.
 CY0414'
 CY0414'AZIMUTH MARK IS 1.0 MILE SW OF THE STATION AND 18-1/2 FEET
 CY0414'E OF THE CENTER LINE OF U.S. HIGHWAY 666.  IT IS MARKED BY AN
 CY0414'ARIZONA HIGHWAY DEPARTMENT BENCH-MARK DISK STAMPED 4201.91
 CY0414'2246+00 1938 AND IS SET IN THE CENTER OF THE E HEADWALL OF
 CY0414'A CONCRETE CULVERT ON U.S. HIGHWAY 666.  IT IS ABOUT 4 INCHES
 CY0414'ABOVE THE ROAD LEVEL.
 CY0414
 CY0414                          STATION RECOVERY (1952)
 CY0414
 CY0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0414'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CY0414'STATION DISK IS STAMPED DRURY 1945.  THE PRESENT DESCRIPTION
 CY0414'IS ADEQUATE.
 CY0414
 CY0414                          STATION RECOVERY (1952)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0414'3.8 MI NE FROM WILLCOX.
 CY0414'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0414'WILLCOX, 171 1/2 FEET NORTHWEST ACROSS THE HIGHWAY FROM R.M. 1, 88.2
 CY0414'FEET NORTHEAST OF R.M. 2, 89 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 CY0414'THE HIGHWAY, 20.6 FEET, SOUTH OF A HIGHWAY RAILWOOD POST, 17 1/2 FEET
 CY0414'EAST OF A WITNESS POST, 12.0 FEET SOUTHEAST OF A FENCE, ABOUT 2.0 FEET
 CY0414'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0414'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0414
 CY0414                          STATION RECOVERY (1960)
 CY0414
 CY0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0414'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY0414'IN GOOD CONDITION.
 CY0414
 CY0414                          STATION RECOVERY (1960)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0414'RECOVERED IN GOOD CONDITION.
 CY0414
 CY0414                          STATION RECOVERY (1967)
 CY0414
 CY0414'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CY0414'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 CY0414'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CY0414'AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 CY0414
 CY0414                          STATION RECOVERY (1974)
 CY0414
 CY0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BKC)
 CY0414'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION,
 CY0414'BUT R.M. 1 WAS NOT FOUND.
 CY0414
 CY0414                          STATION RECOVERY (1979)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0414'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0414'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0414'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0414'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0414'10, 34.3 METERS (112 FEET) NORTHEAST OF A POWER LINE JUNCTION POLE
 CY0414'WITH ONE GUY WIRE, 26.6 METERS (87 FEET) SOUTHWEST OF A BRACED FENCE
 CY0414'POST AT A SLIGHT ANGLE IN THE RIGHT-OF-WAY FENCE, 24.7 METERS (81
 CY0414'FEET) NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY MEDIAN STRIP
 CY0414'AND 3.6 METERS (11.8 FEET) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0414'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CY0414
 CY0414                          STATION RECOVERY (2005)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0414'BUSINESS I-10 IS FORMER US 666 AND AZ 86.  OLD CEDAR WITNESS POST
 CY0414'PRESENT, BUT WEATHERED AND NO LONGER WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0415 ***********************************************************************
 CY0415  DESIGNATION -  DRURY RM 1
 CY0415  PID         -  CY0415
 CY0415  STATE/COUNTY-  AZ/COCHISE
 CY0415  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0415
 CY0415                         *CURRENT SURVEY CONTROL
 CY0415  ___________________________________________________________________
 CY0415* NAD 83(1986)-  32 18 12.     (N)    109 47 50.     (W)     SCALED    
 CY0415* NAVD 88     -      1295.686  (meters)    4250.93   (feet)  ADJUSTED  
 CY0415  ___________________________________________________________________
 CY0415  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0415  DYNAMIC HT  -        1293.754 (meters)    4244.59  (feet)  COMP
 CY0415  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0415
 CY0415  VERT ORDER  -  FIRST     CLASS II
 CY0415
 CY0415.The horizontal coordinates were scaled from a topographic map and have
 CY0415.an estimated accuracy of +/- 6 seconds.
 CY0415
 CY0415.The orthometric height was determined by differential leveling
 CY0415.and adjusted by the National Geodetic Survey in June 1991..
 CY0415
 CY0415.The geoid height was determined by GEOID03.
 CY0415
 CY0415.The dynamic height is computed by dividing the NAVD 88
 CY0415.geopotential number by the normal gravity value computed on the
 CY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0415.degrees latitude (g = 980.6199 gals.).
 CY0415
 CY0415.The modeled gravity was interpolated from observed gravity values.
 CY0415
 CY0415;                    North         East    Units  Estimated Accuracy
 CY0415;SPC AZ E     -   144,560.      248,150.      MT  (+/- 180 meters Scaled)
 CY0415
 CY0415                          SUPERSEDED SURVEY CONTROL
 CY0415
 CY0415  NGVD 29 (??/??/92) 1294.869  (m)         4248.25   (f) ADJ UNCH    1 2
 CY0415
 CY0415.Superseded values are not recommended for survey control.
 CY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0415.See file dsdata.txt to determine how the superseded data were derived.
 CY0415
 CY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132746(NAD 83)
 CY0415_MARKER: DR = REFERENCE MARK DISK
 CY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0415_STAMPING: DRURY NO. 1 1945
 CY0415_PROJECTION: FLUSH
 CY0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0415+STABILITY: SURFACE MOTION
 CY0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0415+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0415
 CY0415  HISTORY     - Date     Condition        Report By
 CY0415  HISTORY     - 1945     MONUMENTED       CGS
 CY0415  HISTORY     - 1952     GOOD             NGS
 CY0415  HISTORY     - 1960     GOOD             NGS
 CY0415  HISTORY     - 1979     GOOD             NGS
 CY0415  HISTORY     - 20050515 GOOD             NGS
 CY0415
 CY0415                          STATION DESCRIPTION
 CY0415
 CY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0415'3.8 MI NE FROM WILLCOX.
 CY0415'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0415'WILLCOX, 171 1/2 FEET SOUTHEAST ACROSS THE HIGHWAY FROM DRURY
 CY0415'TRIANGULATION STATION, 82.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0415'HIGHWAY, 24 1/2 FEET WEST OF A HIGHWAY RAILWOOD POST, 18.1 FEET
 CY0415'NORTHWEST OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 CY0415'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CY0415'FOOT ABOVE THE GROUND.
 CY0415
 CY0415                          STATION RECOVERY (1960)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0415'RECOVERED IN GOOD CONDITION.
 CY0415
 CY0415                          STATION RECOVERY (1979)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0415'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0415'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0415'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0415'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0415'10, 25.6 METERS (84 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 CY0415'HIGHWAY MEDIAN STRIP, 51.8 METERS (170 FEET) EAST-SOUTHEAST OF THE
 CY0415'STATION, 37.2 METERS (122 FEET) SOUTH OF STREET LAMP POLE 326, 19.9
 CY0415'METERS (65.3 FEET) EAST OF THE SOUTHEAST LEG OF A SIGN INDICATING
 CY0415'DIRECTIONS TO TUCSON AND EL PASO, 5.7 METERS (18.9 FEET) WEST OF A
 CY0415'BRACE POST IN THE FENCE LINE AND 5.5 METERS (18.1 FEET) NORTHWEST OF
 CY0415'THE RIGHT-OF-WAY FENCE.
 CY0415'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CY0415
 CY0415                          STATION RECOVERY (2005)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0415'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0416 ***********************************************************************
 CY0416  DESIGNATION -  DRURY RM 2
 CY0416  PID         -  CY0416
 CY0416  STATE/COUNTY-  AZ/COCHISE
 CY0416  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0416
 CY0416                         *CURRENT SURVEY CONTROL
 CY0416  ___________________________________________________________________
 CY0416* NAD 83(1986)-  32 18 12.     (N)    109 47 50.     (W)     SCALED    
 CY0416* NAVD 88     -      1294.766  (meters)    4247.91   (feet)  ADJUSTED  
 CY0416  ___________________________________________________________________
 CY0416  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0416  DYNAMIC HT  -        1292.836 (meters)    4241.58  (feet)  COMP
 CY0416  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0416
 CY0416  VERT ORDER  -  FIRST     CLASS II
 CY0416
 CY0416.The horizontal coordinates were scaled from a topographic map and have
 CY0416.an estimated accuracy of +/- 6 seconds.
 CY0416
 CY0416.The orthometric height was determined by differential leveling
 CY0416.and adjusted by the National Geodetic Survey in June 1991..
 CY0416
 CY0416.The geoid height was determined by GEOID03.
 CY0416
 CY0416.The dynamic height is computed by dividing the NAVD 88
 CY0416.geopotential number by the normal gravity value computed on the
 CY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0416.degrees latitude (g = 980.6199 gals.).
 CY0416
 CY0416.The modeled gravity was interpolated from observed gravity values.
 CY0416
 CY0416;                    North         East    Units  Estimated Accuracy
 CY0416;SPC AZ E     -   144,560.      248,150.      MT  (+/- 180 meters Scaled)
 CY0416
 CY0416                          SUPERSEDED SURVEY CONTROL
 CY0416
 CY0416  NGVD 29 (??/??/92) 1293.949  (m)         4245.23   (f) ADJ UNCH    1 2
 CY0416
 CY0416.Superseded values are not recommended for survey control.
 CY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0416.See file dsdata.txt to determine how the superseded data were derived.
 CY0416
 CY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132746(NAD 83)
 CY0416_MARKER: DR = REFERENCE MARK DISK
 CY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0416_STAMPING: DRURY NO. 2 1945
 CY0416_PROJECTION: PROJECTING 15 CENTIMETERS
 CY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0416+STABILITY: SURFACE MOTION
 CY0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0416+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0416
 CY0416  HISTORY     - Date     Condition        Report By
 CY0416  HISTORY     - 1945     MONUMENTED       CGS
 CY0416  HISTORY     - 1952     GOOD             NGS
 CY0416  HISTORY     - 1960     GOOD             NGS
 CY0416  HISTORY     - 1979     GOOD             NGS
 CY0416  HISTORY     - 20050515 GOOD             NGS
 CY0416
 CY0416                          STATION DESCRIPTION
 CY0416
 CY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0416'3.8 MI NE FROM WILLCOX.
 CY0416'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0416'WILLCOX, 95.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 88.2
 CY0416'FEET SOUTHWEST OF DRURY TRIANGULATION STATION, 75.2 FEET SOUTHWEST OF
 CY0416'A WITNESS POST, 21.7 FEET NORTHEAST OF A POWER POLE, 4.9 FEET
 CY0416'SOUTHEAST OF A FENCE, ABOUT 2.0 FEET LOWER THAN THE HIGHWAY, AND SET
 CY0416'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CY0416
 CY0416                          STATION RECOVERY (1960)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0416'RECOVERED IN GOOD CONDITION.
 CY0416
 CY0416                          STATION RECOVERY (1979)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0416'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0416'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0416'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0416'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0416'10, 28.4 METERS (93 FEET) NORTHEAST OF THE NORTHEAST CURB OF THE
 CY0416'HIGHWAY MEDIAN STRIP, 26.9 METERS (88 FEET) SOUTHWEST OF THE
 CY0416'STATION MARK, 14.9 METERS (48.9 FEET) SOUTHEAST OF TRANSFORMER POLE
 CY0416'B11166053 WITH 2 GUY WIRES, 13.6 METERS (44.6 FEET) NORTHEAST OF A
 CY0416'UTILITY POLE WITH A METER BOX, 7.4 METERS (24.3 FEET) EAST-NORTHEAST
 CY0416'OF A POWER LINE JUNCTION POLE WITH ONE GUY WIRE AND 1.6 METERS
 CY0416'(5.1 FEET) SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CY0416'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CY0416
 CY0416                          STATION RECOVERY (2005)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0416'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1016 ***********************************************************************
 ES1016  DESIGNATION -  DRY
 ES1016  PID         -  ES1016
 ES1016  STATE/COUNTY-  AZ/YAVAPAI
 ES1016  USGS QUAD   -  CASNER BUTTE (1965)
 ES1016
 ES1016                         *CURRENT SURVEY CONTROL
 ES1016  ___________________________________________________________________
 ES1016* NAD 83(1992)-  34 40 39.66374(N)    111 45 01.79637(W)     ADJUSTED  
 ES1016* NAVD 88     -      1241.8    (meters)    4074.     (feet)  VERTCON   
 ES1016  ___________________________________________________________________
 ES1016  LAPLACE CORR-           8.43  (seconds)                    DEFLEC99
 ES1016  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES1016
 ES1016  HORZ ORDER  -  SECOND
 ES1016
 ES1016.The horizontal coordinates were established by classical geodetic methods
 ES1016.and adjusted by the National Geodetic Survey in August 1993..
 ES1016
 ES1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1016
 ES1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1016
 ES1016.The geoid height was determined by GEOID03.
 ES1016
 ES1016;                    North         East     Units Scale Factor Converg.
 ES1016;SPC AZ C     -   407,833.424   228,586.869   MT  0.99990286   +0 05 40.4
 ES1016;SPC AZ C     - 1,338,036.17    749,956.92   iFT  0.99990286   +0 05 40.4
 ES1016;UTM  12      - 3,837,556.638   431,247.569   MT  0.99965826   -0 25 37.3
 ES1016
 ES1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1016!SPC AZ C     -   0.99980905  x   0.99990286  =   0.99971193
 ES1016!UTM  12      -   0.99980905  x   0.99965826  =   0.99946737
 ES1016
 ES1016|---------------------------------------------------------------------|
 ES1016| PID    Reference Object                     Distance      Geod. Az  |
 ES1016|                                                           dddmmss.s |
 ES1016| CH3068 DRY RM 1                              7.214 METERS 19008     |
 ES1016| CH3069 DRY RM 2                              5.907 METERS 29814     |
 ES1016| ES1037 5127=HOUSE                          APPROX.14.0 KM 3173522.1 |
 ES1016|---------------------------------------------------------------------|
 ES1016
 ES1016                          SUPERSEDED SURVEY CONTROL
 ES1016
 ES1016  NAD 83(1986)-  34 40 39.65837(N)    111 45 01.79293(W) AD(       ) 2
 ES1016  NAD 27      -  34 40 39.57590(N)    111 44 59.25250(W) AD(       ) 2
 ES1016  NGVD 29 (07/19/86) 1241.1    (m)         4072.     (f) VERT ANG       
 ES1016
 ES1016.Superseded values are not recommended for survey control.
 ES1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1016.See file dsdata.txt to determine how the superseded data were derived.
 ES1016
 ES1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3124837557(NAD 83)
 ES1016_MARKER: DS = TRIANGULATION STATION DISK
 ES1016_SETTING: 80 = SET IN A BOULDER
 ES1016_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1016
 ES1016  HISTORY     - Date     Condition        Report By
 ES1016  HISTORY     - 1959     MONUMENTED       CGS
 ES1016  HISTORY     - 1960     GOOD             CGS
 ES1016  HISTORY     - 1979     GOOD             AZDT
 ES1016
 ES1016                          STATION DESCRIPTION
 ES1016
 ES1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1016'THE STATION IS ABOUT 15 MILES SOUTH OF SEDONA AND ABOUT 2-1/2
 ES1016'MILES NORTHWEST OF THE U.S. FOREST SERVICE RANGER STATION AT
 ES1016'BEAVER CREEK.
 ES1016'
 ES1016'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA GO SOUTH
 ES1016'ON U.S. HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 ES1016'GO EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE OVER OAK
 ES1016'CREEK.  HERE TURN RIGHT AND GO SOUTH ON THE HARD SURFACED ROAD
 ES1016'FOR 6.6 MILES TO THE END OF THE HARD SURFACE ROAD, CONTINUE
 ES1016'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 7.5 MILES TO A TRACK
 ES1016'ROAD RIGHT.  (THIS IS 0.05 MILE BEFORE REACHING INTERSTATE
 ES1016'HIGHWAY 17.) TURN RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR
 ES1016'1.1 MILES TO A FORK, TAKE LEFT FORK ACROSS A DRY WASH AND
 ES1016'FOLLOW DIM TRACK ROAD SOUTHEAST FOR 0.25 MILE TO THE END OF
 ES1016'TRUCK TRAVEL.  FROM HERE PACK EAST FOR 15 MINUTES TO THE
 ES1016'SUMMIT OF THE RIDGE AND THE STATION AND REFERENCE MARKS.
 ES1016'
 ES1016'THE STATION MARK, STAMPED DRY 1959 IS A STANDARD DISK CEMENTED
 ES1016'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT IS 10
 ES1016'FEET NORTHEAST OF A CAIRN.
 ES1016'
 ES1016'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1959, IS A STANDARD
 ES1016'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10
 ES1016'INCHES.  IT IS 20 FEET SOUTHEAST OF THE CAIRN AND 1 FOOT BELOW
 ES1016'STATION ELEVATION.
 ES1016'
 ES1016'REFERENCE MARK NO. 2, STAMPED DRY NO 2 1959, IS A STANDARD
 ES1016'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1016'8 INCHES.  IT IS 15.5 FEET NORTHWEST OF THE CAIRN AND THE
 ES1016'SAME ELEVATION AS THE STATION.
 ES1016'
 ES1016'TRIANGULATION STATION RIMROCK WILL SERVE AS THE AZIMUTH MARK,
 ES1016'SEE DESCRIPTION THEREOF.
 ES1016
 ES1016                          STATION RECOVERY (1960)
 ES1016
 ES1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES1016'STATION AND REFERENCE MARKS RECOVERED AS ORIGINALLY DESCRIBED.
 ES1016'A REVISED TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION
 ES1016'FROM THE POST OFFICE IN SEDONA, ARIZONA, GO SOUTH ON U.S.
 ES1016'HIGHWAY 89A FOR 0.3 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 ES1016'EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE OVER OAK
 ES1016'CREEK, THENCE TURN RIGHT AND GO SOUTH ON THE HARD SURFACE ROAD
 ES1016'FOR 6.6 MILES TO THE END OF THE HARD SURFACE, THENCE
 ES1016'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 7.6 MILES TO
 ES1016'INTERSTATE HIGHWAY 17, THENCE SOUTH (RIGHT) ON INTERSTATE
 ES1016'HIGHWAY 17 FOR 0.9 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 ES1016'PACK EAST UPHILL TO SUMMIT OF RIDGE AND THE STATION.
 ES1016
 ES1016                          STATION RECOVERY (1979)
 ES1016
 ES1016'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ES1016'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ES1016'
 ES1016'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE TRAVEL WEST
 ES1016'AND N. WEST ON THE ROAD TO COTTONWOOD FOR 2.3 MILES TO THE COTTONWOOD
 ES1016'CAMP VERDE T.I.(SR 279 AND I-17), TURN RIGHT ONTO I-17 AND TRAVEL
 ES1016'NORTH FOR 11.0 MILES AND ABOUT 0.9 MILE SOUTH OF THE SEDONA T.I.  STAC
 ES1016'IS ON RIGHT ON HIGHEST POINT OF RIDGE.  PARK BELOW RIDGE AND PACK EAST
 ES1016'TO SUMMIT.  ABOUT A 15 MINUTE PACK.
 ES1016'
 ES1016'STATION RIMROCK CAN BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1548 ***********************************************************************
 DA1548  DESIGNATION -  DRY
 DA1548  PID         -  DA1548
 DA1548  STATE/COUNTY-  AZ/MARICOPA
 DA1548  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA1548
 DA1548                         *CURRENT SURVEY CONTROL
 DA1548  ___________________________________________________________________
 DA1548* NAD 83(1992)-  32 45 20.30032(N)    112 40 17.11330(W)     ADJUSTED  
 DA1548* NAVD 88     -       384.48   (+/-2cm)    1261.4    (feet)  VERTCON   
 DA1548  ___________________________________________________________________
 DA1548  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DA1548  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DA1548
 DA1548  HORZ ORDER  -  THIRD
 DA1548  VERT ORDER  -  THIRD ? (See Below)
 DA1548
 DA1548.The horizontal coordinates were established by classical geodetic methods
 DA1548.and adjusted by the National Geodetic Survey in August 1993..
 DA1548
 DA1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1548.The vertical order pertains to the NGVD 29 superseded value.
 DA1548
 DA1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1548
 DA1548.The geoid height was determined by GEOID03.
 DA1548
 DA1548;                    North         East     Units Scale Factor Converg.
 DA1548;SPC AZ C     -   194,906.093   142,638.268   MT  0.99996165   -0 24 30.2
 DA1548;SPC AZ C     -   639,455.69    467,973.32   iFT  0.99996165   -0 24 30.2
 DA1548;UTM  12      - 3,625,433.464   343,424.612   MT  0.99990230   -0 54 16.3
 DA1548
 DA1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1548!SPC AZ C     -   0.99994452  x   0.99996165  =   0.99990617
 DA1548!UTM  12      -   0.99994452  x   0.99990230  =   0.99984683
 DA1548
 DA1548|---------------------------------------------------------------------|
 DA1548| PID    Reference Object                     Distance      Geod. Az  |
 DA1548|                                                           dddmmss.s |
 DA1548| CH5100 DRY RM 1                              6.418 METERS 06233     |
 DA1548| CH5101 DRY RM 2                              6.915 METERS 33254     |
 DA1548| CH5099 DRY AZ MK                                          3513035.0 |
 DA1548|---------------------------------------------------------------------|
 DA1548
 DA1548                          SUPERSEDED SURVEY CONTROL
 DA1548
 DA1548  NAD 83(1986)-  32 45 20.28683(N)    112 40 17.11513(W) AD(       ) 3
 DA1548  NAD 27      -  32 45 20.11900(N)    112 40 14.58300(W) AD(       ) 3
 DA1548  NGVD 29 (07/19/86)  383.85   (m)         1259.3    (f) LEVELING    3  
 DA1548
 DA1548.Superseded values are not recommended for survey control.
 DA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1548.See file dsdata.txt to determine how the superseded data were derived.
 DA1548
 DA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4342525433(NAD 83)
 DA1548_MARKER: DS = TRIANGULATION STATION DISK
 DA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1548
 DA1548  HISTORY     - Date     Condition        Report By
 DA1548  HISTORY     - 1936     MONUMENTED       CGS
 DA1548  HISTORY     - 1944     MARK NOT FOUND   CGS
 DA1548  HISTORY     - 1949     GOOD             USGS
 DA1548  HISTORY     - 1968     GOOD             AMS
 DA1548
 DA1548                          STATION DESCRIPTION
 DA1548
 DA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1548'ON THE FLAT DESERT PLAIN LYING BETWEEN THE SAUCEDA AND MARICOPA
 DA1548'MOUNTAIN RANGES, ABOUT 14 MILES SOUTH-SOUTHEAST OF GILA BEND,
 DA1548'ON THE GILA BEND-SAUCEDA WELLS ROAD, NEAR THE SOUTH EDGE OF A
 DA1548'SLIGHT RISE OF GROUND, ABOUT 50 YARDS NORTH OF A SHALLOW WASH,
 DA1548'AND 25 FEET SOUTHWEST OF THE CENTER OF THE ROAD.  STATION AND
 DA1548'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS.
 DA1548'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1548'REFERENCE DISK, IS 6.418 METERS (21.06 FEET)
 DA1548'FROM STATION N 62 DEG 33 MIN E.  REFERENCE MARK NO.
 DA1548'2, A STANDARD BRONZE REFERENCE DISK, IS 6.915
 DA1548'METERS (22.69 FEET) FROM STATION N 27 DEG 06
 DA1548'MIN W.  THE AZIMUTH MARK IS ALONG THE ROAD, 21-1/2 FEET
 DA1548'SOUTHWEST OF THE CENTER OF THE ROAD AND ABOUT ONE-QUARTER
 DA1548'MILE FROM STATION N 08 DEG 30 MIN W.
 DA1548
 DA1548                          STATION RECOVERY (1944)
 DA1548
 DA1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DA1548'SEARCHED FOR BUT NOT RECOVERED.
 DA1548
 DA1548                          STATION RECOVERY (1949)
 DA1548
 DA1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1548'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1548'AGREE WITH NGS.
 DA1548
 DA1548                          STATION RECOVERY (1968)
 DA1548
 DA1548'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 DA1548'THE STATION MARK, AZ. MARK, R.M. NO 1 AND 2 WERE RECOVERED IN
 DA1548'GOOD CONDITION.  RECOVERED AS DESCRIBED.
 DA1548'
 DA1548'CHECK MEAS. TO RMS.
 DA1548'
 DA1548'PUB. DIST. R.M. NO 1 = 6.418 M - 6.420 M CHECK DIST.
 DA1548'
 DA1548'PUB. DIST. R.M. NO 2 = 6.915 M - 6.913 M CHECK DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0898 ***********************************************************************
 ES0898  DESIGNATION -  DRY
 ES0898  PID         -  ES0898
 ES0898  STATE/COUNTY-  AZ/NAVAJO
 ES0898  USGS QUAD   -  ZENIFF (1971)
 ES0898
 ES0898                         *CURRENT SURVEY CONTROL
 ES0898  ___________________________________________________________________
 ES0898* NAD 83(1992)-  34 35 50.65669(N)    110 23 27.61303(W)     ADJUSTED  
 ES0898* NAVD 88     -      1793.9    (meters)    5885.     (feet)  VERTCON   
 ES0898  ___________________________________________________________________
 ES0898  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ES0898  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ES0898
 ES0898  HORZ ORDER  -  SECOND
 ES0898
 ES0898.The horizontal coordinates were established by classical geodetic methods
 ES0898.and adjusted by the National Geodetic Survey in August 1993..
 ES0898
 ES0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0898
 ES0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0898
 ES0898.The geoid height was determined by GEOID03.
 ES0898
 ES0898;                    North         East     Units Scale Factor Converg.
 ES0898;SPC AZ E     -   398,938.877   192,782.930   MT  0.99990522   -0 07 38.6
 ES0898;SPC AZ E     - 1,308,854.58    632,489.93   iFT  0.99990522   -0 07 38.6
 ES0898;UTM  12      - 3,828,566.766   555,843.115   MT  0.99963844   +0 20 44.9
 ES0898
 ES0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0898!SPC AZ E     -   0.99972226  x   0.99990522  =   0.99962751
 ES0898!UTM  12      -   0.99972226  x   0.99963844  =   0.99936080
 ES0898
 ES0898|---------------------------------------------------------------------|
 ES0898| PID    Reference Object                     Distance      Geod. Az  |
 ES0898|                                                           dddmmss.s |
 ES0898| DZ1388 DRY RM 1                             12.135 METERS 03509     |
 ES0898| ES0916 LAKE                                APPROX. 6.9 KM 0361508.8 |
 ES0898| DZ1387 DRY RM 2                             12.209 METERS 21640     |
 ES0898|---------------------------------------------------------------------|
 ES0898
 ES0898                          SUPERSEDED SURVEY CONTROL
 ES0898
 ES0898  NAD 83(1986)-  34 35 50.64999(N)    110 23 27.61821(W) AD(       ) 2
 ES0898  NGVD 29 (08/03/87) 1793.1    (m)         5883.     (f) VERT ANG       
 ES0898
 ES0898.Superseded values are not recommended for survey control.
 ES0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0898.See file dsdata.txt to determine how the superseded data were derived.
 ES0898
 ES0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5584328567(NAD 83)
 ES0898_MARKER: DS = TRIANGULATION STATION DISK
 ES0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0898+STABILITY: SURFACE MOTION
 ES0898
 ES0898  HISTORY     - Date     Condition        Report By
 ES0898  HISTORY     - 1983     MONUMENTED       AZDT
 ES0898
 ES0898                          STATION DESCRIPTION
 ES0898
 ES0898'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0898'THE STATION IS LOCATED 25 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0898'ROUTE 377.
 ES0898'
 ES0898'THE STATION MARK IS AN AZDT DISK STAMPED---DRY 1983---.  IT IS SET IN
 ES0898'TOP OF A 10 INCH CONCRETE MONUMENT.  97 FEET SOUTHEAST OF THE HIGHWAY
 ES0898'CENTER LINE AND 3 FEET SOUTHEAST OFTHE WITNESS POST.
 ES0898'
 ES0898'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DRY RM 1 1983---.  IT IS
 ES0898'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0898'
 ES0898'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DRY RM 2 1983---.  IT IS
 ES0898'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0898'
 ES0898'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL  WEST 0.1
 ES0898'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0898'77 AND TRAVEL SOUTH 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG
 ES0898'S.R. 377 AND TRAVEL SOUTH 23.25 MILES TO THE STATION ON THE RIGHT AT
 ES0898'MILE POST 7.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0787 ***********************************************************************
 DT0787  DESIGNATION -  DRY LAKE
 DT0787  PID         -  DT0787
 DT0787  STATE/COUNTY-  AZ/GRAHAM
 DT0787  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0787
 DT0787                         *CURRENT SURVEY CONTROL
 DT0787  ___________________________________________________________________
 DT0787* NAD 83(1992)-  33 21 34.43186(N)    109 50 02.57211(W)     ADJUSTED  
 DT0787* NAVD 88     -      2266.6    (meters)    7436.     (feet)  VERTCON   
 DT0787  ___________________________________________________________________
 DT0787  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DT0787  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DT0787
 DT0787  HORZ ORDER  -  SECOND
 DT0787
 DT0787.The horizontal coordinates were established by classical geodetic methods
 DT0787.and adjusted by the National Geodetic Survey in August 1993..
 DT0787
 DT0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0787
 DT0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0787
 DT0787.The geoid height was determined by GEOID03.
 DT0787
 DT0787;                    North         East     Units Scale Factor Converg.
 DT0787;SPC AZ E     -   261,675.410   244,314.579   MT  0.99991181   +0 10 58.5
 DT0787;SPC AZ E     -   858,515.12    801,557.02   iFT  0.99991181   +0 10 58.5
 DT0787;UTM  12      - 3,691,756.429   608,477.442   MT  0.99974508   +0 38 28.4
 DT0787
 DT0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0787!SPC AZ E     -   0.99964819  x   0.99991181  =   0.99956004
 DT0787!UTM  12      -   0.99964819  x   0.99974508  =   0.99939336
 DT0787
 DT0787:                Primary Azimuth Mark                     Grid Az
 DT0787:SPC AZ E     -  MAVERICK                                 024 39 46.0
 DT0787:UTM  12      -  MAVERICK                                 024 12 16.1
 DT0787
 DT0787|---------------------------------------------------------------------|
 DT0787| PID    Reference Object                     Distance      Geod. Az  |
 DT0787|                                                           dddmmss.s |
 DT0787| DT0793 MAVERICK                            APPROX.32.5 KM 0245044.5 |
 DT0787| CD2828 DRY LAKE RM 1                        19.933 METERS 12904     |
 DT0787| CD2829 DRY LAKE RM 2                        17.500 METERS 27406     |
 DT0787|---------------------------------------------------------------------|
 DT0787
 DT0787                          SUPERSEDED SURVEY CONTROL
 DT0787
 DT0787  NAD 83(1986)-  33 21 34.42821(N)    109 50 02.57280(W) AD(       ) 2
 DT0787  NAD 27      -  33 21 34.23120(N)    109 50 00.26060(W) AD(       ) 2
 DT0787  NGVD 29 (07/19/86) 2265.8    (m)         7434.     (f) VERT ANG       
 DT0787
 DT0787.Superseded values are not recommended for survey control.
 DT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0787.See file dsdata.txt to determine how the superseded data were derived.
 DT0787
 DT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0847791756(NAD 83)
 DT0787_MARKER: DS = TRIANGULATION STATION DISK
 DT0787_SETTING: 66 = SET IN ROCK OUTCROP
 DT0787
 DT0787  HISTORY     - Date     Condition        Report By
 DT0787  HISTORY     - 1960     MONUMENTED       CGS
 DT0787  HISTORY     - 1967     GOOD             AMS
 DT0787
 DT0787                          STATION DESCRIPTION
 DT0787
 DT0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0787'THE STATION IS LOCATED ABOUT 38 MILES AIR-LINE NORTHWEST OF
 DT0787'CLIFTON, 36 MILES EAST OF SAN CARLOS, 31 MILES SOUTHWEST OF
 DT0787'MAVERICK AND 4 MILES WEST OF POINT OF PINES CAMP ON THE SUMMIT
 DT0787'OF A PROMINENT TIMBER COVERED RIDGE.
 DT0787'
 DT0787'TO REACH THE STATION FROM THE CATTLE GUARD AT THE HOME OF THE
 DT0787'INDIAN FOREST RANGER IN THE SOUTH EDGE OF POINT OF PINES CAMP
 DT0787'GO WEST ALONG THE SOUTH SIDE OF FENCE FOR 0.1 MILE TO A WIRE
 DT0787'GATE, PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR
 DT0787'5.75 MILES TO A FORK NEAR THE SUMMIT OF RIDGE.  (LEFT FORK LEADS
 DT0787'TO DRY LAKE) TAKE RIGHT FORK AND GO 0.15 MILE TO THE SUMMIT OF
 DT0787'RIDGE AND STATION JUST EAST OF AN ABANDONED LOOKOUT TOWER.
 DT0787'
 DT0787'THE STATION, STAMPED DRY LAKE 1960, IS A STANDARD DISK CEMENTED
 DT0787'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 13 FEET NORTHEAST
 DT0787'OF A WITNESS POST AND 10 FEET EAST OF THE SOUTHEAST LEG OF
 DT0787'LOOKOUT TOWER.
 DT0787'
 DT0787'REFERENCE MARK 1, STAMPED DRY LAKE NO 1 1960, IS A STANDARD
 DT0787'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DT0787'IT IS 12 FEET SOUTH OF A TRACK ROAD AND IS ABOUT 7 FEET LOWER
 DT0787'IN ELEVATION THAN THE STATION.
 DT0787'
 DT0787'REFERENCE MARK 2, STAMPED DRY LAKE NO 2 1960, IS A STANDARD
 DT0787'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3
 DT0787'FEET AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 DT0787'
 DT0787'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 DT0787
 DT0787                          STATION RECOVERY (1967)
 DT0787
 DT0787'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0787'STATION IS LOCATED APPROXIMATELY 38.5 AIRMILES (NW) OF CLIFTON,
 DT0787'ARIZONA, 36.0 AIRMILES (E) OF SAN CARLOS, ARIZONA, 32.0 AIRMILES
 DT0787'(SW) OF MAVERICK, ARIZONA AND 5.0 AIRMILES (W) OF POINT OF PINES,
 DT0787'ARIZONA.
 DT0787'
 DT0787'TO REACH STATION FROM THE CATTLE GUARD AT THE FOREST RANGER
 DT0787'STATION AT THE (S) EDGE OF POINT OF PINES, ARIZONA GO (S) FOR
 DT0787'APPROXIMATELY 200 FT TO (SE) CORNER OF FENCE, TURN RIGHT AND
 DT0787'GO (W) ALONG THE (S) SIDE OF FENCE FOR APPROXIMATELY 300 FT TO
 DT0787'(SW) CORNER OF FENCE, TURN RIGHT AND GO (N) FOR APPROXIMATELY
 DT0787'200 FT TO A WIRE GATE, PASS THRU GATE AND GO (W) ON ROAD FOR
 DT0787'0.8 MI TO ANOTHER WIRE GATE, CONTINUE (W) FOR 0.4 MI AND
 DT0787'ANOTHER WIRE GATE, CONTINUE (W) FOR 1.1 MI TO A CROSSROAD,
 DT0787'CONTINUE (W) 3.5 MI TO A Y FORK IN ROAD, TAKE RIGHT FORK
 DT0787'AND CONTINUE (W) 0.2 MI TO STATION SITE.
 DT0787'
 DT0787'STATION MARK IS A STANDARD BRONZE USC AND GS DISK CEMENTED IN
 DT0787'A DRILL HOLE IN BED ROCK FLUSH WITH THE GROUND AND STAMPED DRY
 DT0787'LAKE 1960.
 DT0787'
 DT0787'R.M. 1 IS A STANDARD BRONZE USC AND GS R.M. DISK CEMENTED IN
 DT0787'A DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY 1 FT AND
 DT0787'STAMPED DRY LAKE NO 1 1960.  FROM THE STATION IT IS (SE) ON A
 DT0787'MAG AZ OF 114 DEG AT A DISTANCE OF 19.93M AND A DE OF -1.63M.
 DT0787'
 DT0787'R.M. 2 IS A STANDARD BRONZE USC AND GS R.M. DISK CEMENTED IN A
 DT0787'DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY 3 FT AND
 DT0787'STAMPED DRY LAKE NO 2 1960.  FROM THE STATION IT IS (SW) ON A
 DT0787'MAG AZ OF 256 DEG AT A DISTANCE OF 17.50M AND A DE OF -0.54M.
 DT0787'
 DT0787'NO AZIMUTH MARK WAS ESTABLISHED.
 DT0787'
 DT0787'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 DT0787'
 DT0787'THE STATION IS ON A TIMBER COVERED RIDGE.  VISIBILITY IS GOOD
 DT0787'EXCEPT FROM THE FOLLOWING MAG AZS, 0 DEG TO 35 DEG, 50 DEG TO
 DT0787'55 DEG AND 65 DEG TO 75 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1103 ***********************************************************************
 CY1103  DESIGNATION -  DRY MTN
 CY1103  PID         -  CY1103
 CY1103  STATE/COUNTY-  AZ/GRAHAM
 CY1103  USGS QUAD   -  DRY MOUNTAIN (1966)
 CY1103
 CY1103                         *CURRENT SURVEY CONTROL
 CY1103  ___________________________________________________________________
 CY1103* NAD 83(1992)-  32 41 17.22863(N)    109 28 24.69194(W)     ADJUSTED  
 CY1103* NAVD 88     -      1336.1    (meters)    4384.     (feet)  VERTCON   
 CY1103  ___________________________________________________________________
 CY1103  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 CY1103  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1103
 CY1103  HORZ ORDER  -  FIRST
 CY1103
 CY1103.The horizontal coordinates were established by classical geodetic methods
 CY1103.and adjusted by the National Geodetic Survey in August 1993..
 CY1103
 CY1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1103
 CY1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1103
 CY1103.The geoid height was determined by GEOID03.
 CY1103
 CY1103;                    North         East     Units Scale Factor Converg.
 CY1103;SPC AZ E     -   187,379.215   278,357.371   MT  0.99995208   +0 22 27.7
 CY1103;SPC AZ E     -   614,761.20    913,245.97   iFT  0.99995208   +0 22 27.7
 CY1103;UTM  12      - 3,617,742.324   643,103.571   MT  0.99985252   +0 49 28.3
 CY1103
 CY1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1103!SPC AZ E     -   0.99979447  x   0.99995208  =   0.99974655
 CY1103!UTM  12      -   0.99979447  x   0.99985252  =   0.99964702
 CY1103
 CY1103|---------------------------------------------------------------------|
 CY1103| PID    Reference Object                     Distance      Geod. Az  |
 CY1103|                                                           dddmmss.s |
 CY1103| CC7299 DRY MTN RM 1                          2.875 METERS 00921     |
 CY1103| CC7300 DRY MTN RM 2                          5.823 METERS 09839     |
 CY1103| CY1224 ELEVEN WM WINDMILL SSW              APPROX. 8.0 KM 2961354.8 |
 CY1103| CC7298 DRY MTN AZ MK                                      3124721.4 |
 CY1103| CY1220 SOLOMONSVILLE SCHOOLHOUSE CHIM      APPROX.20.4 KM 3130333.4 |
 CY1103|---------------------------------------------------------------------|
 CY1103
 CY1103                          SUPERSEDED SURVEY CONTROL
 CY1103
 CY1103  NAD 83(1986)-  32 41 17.22337(N)    109 28 24.68857(W) AD(       ) 1
 CY1103  NAD 27      -  32 41 16.98000(N)    109 28 22.43200(W) AD(       ) 1
 CY1103  NGVD 29 (07/19/86) 1335.4    (m)         4381.     (f) VERT ANG       
 CY1103
 CY1103.Superseded values are not recommended for survey control.
 CY1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1103.See file dsdata.txt to determine how the superseded data were derived.
 CY1103
 CY1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4310417742(NAD 83)
 CY1103_MARKER: DD = SURVEY DISK
 CY1103_SETTING: 66 = SET IN ROCK OUTCROP
 CY1103
 CY1103  HISTORY     - Date     Condition        Report By
 CY1103  HISTORY     - 1945     MONUMENTED       USFS
 CY1103  HISTORY     - 1965     GOOD             USGS
 CY1103
 CY1103                          STATION DESCRIPTION
 CY1103
 CY1103'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1103'STATION IS LOCATED ABOUT 17 MILES (AIR LINE) SE OF SAFFORD,
 CY1103'13 MILES (AIR LINE) SE OF SOLOMONSVILLE, 4-1/2 MILES (AIR LINE)
 CY1103'E OF THE SAN SIMON WASH, AND ABOUT 2 MILES (AIR LINE) S OF
 CY1103'THE 111 RANCH.  IT IS ON THE SW POINT OF THE TWO POINTS THAT
 CY1103'MAKE UP THE PEAK, THE POINTS ARE OF ABOUT EQUAL HEIGHT.
 CY1103'
 CY1103'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1103'SE ON U.S. HIGHWAY 70 FOR 2.0 MILES TO THE JUNCTION OF U.S.
 CY1103'HIGHWAYS 70 AND 666.  KEEP RIGHT ON HIGHWAY 70 AND CONTINUE
 CY1103'FOR 6.1 MILES TO A GRADED GRAVEL ROAD LEADING RIGHT TO THE
 CY1103'111 RANCH, TURN RIGHT AND CONTINUE ON THE GRADED ROAD FOR 4.3
 CY1103'MILES TO THE ENTRANCE TO THE 111 RANCH.  PASS THROUGH THE GATE
 CY1103'AND CONTINUE ON THE ROAD ON THE LEFT OF THE BUILDINGS AS
 CY1103'IT LEADS DOWN INTO A SANDY WASH AND MEETS A ROAD LEADING TO
 CY1103'THE RIGHT TO THE CORRALS AND TO THE LEFT DOWN THE WASH, PASS
 CY1103'ACROSS THE ROAD AND CONTINUE TOWARD THE PEAK, WHICH CAN
 CY1103'BE SEEN, FOR 0.2 MILE TO A CATTLE GUARD.  CROSS THE GUARD
 CY1103'KEEPING LEFT AND CONTINUE FOR 0.6 MILE TO A FORKS, TAKE
 CY1103'THE LEFT FORK AND CONTINUE FOR 0.5 MILE TO A TRACK ROAD
 CY1103'LEADING TO THE RIGHT.  KEEP STRAIGHT AHEAD AND CONTINUE
 CY1103'FOR 0.2 MILE, AT THIS POINT TURN LEFT OFF THE ROAD AND
 CY1103'CONTINUE ACROSS COUNTRY INTO THE SMALL CANYON LEADING
 CY1103'TOWARD THE PEAK FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.
 CY1103'PACK DIRECTLY AHEAD TO THE RIM OF THE CANYON AND THE LONG
 CY1103'RIDGE WITH ROCK ON THE RIGHT SIDE CAN BE SEEN LEADING
 CY1103'TO THE PEAK, PACK UP THE RIDGE AND TO THE AZIMUTH MARK
 CY1103'WHICH IS SET A LITTLE TO THE RIGHT OF THE HIGHEST POINT
 CY1103'JUST BEFORE GOING INTO A SLIGHT SADDLE BEFORE THE SHARP
 CY1103'CLIMB TO THE PEAK.  CONTINUE UP THE RIDGE TOWARD THE RIGHT
 CY1103'ROCKY POINT TO THE STATION.
 CY1103'
 CY1103'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 CY1103'SERVICE DISK STAMPED DRY MTN 1934.  IT IS NOT ON THE HIGHEST
 CY1103'POINT BUT IS ABOUT IN THE CENTER OF AN AREA SURROUNDED BY A
 CY1103'RING OF FOUR ROCK OUTCROPS THAT ARE ABOUT 2-1/2 FEET HIGHER
 CY1103'THAN THE STATION.
 CY1103'
 CY1103'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROCK
 CY1103'OUTCROP AND IS STAMPED DRY MTN USFS NO 1 1945.  IT IS N OF
 CY1103'THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 CY1103'
 CY1103'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE SIDE
 CY1103'OF A ROCK OUTCROP AND IS STAMPED DRY MTN NO 2 1945.  IT
 CY1103'IS E OF THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 CY1103'
 CY1103'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK ABOUT
 CY1103'FLUSH WITH THE SURFACE AND IS STAMPED DRY MTN 1945.  IT IS
 CY1103'ABOUT 1/4 MILE NW OF THE STATION, IS REACHED ON THE WAY TO THE
 CY1103'STATION, AND IS 3 FEET SE OF A LARGE CAIRN.
 CY1103
 CY1103                          STATION RECOVERY (1965)
 CY1103
 CY1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1103'STATION WAS RECOVERED.
 CY1103'
 CY1103'REVISED TO REACH--FROM JUNCTION OF U.S. HWYS 70 AND 666 IN
 CY1103'SAFFORD, PROCEED EAST ON U.S. HWY 70 FOR 14 MILES TO THE 111
 CY1103'RANCH ROAD.  TURN RIGHT AND DRIVE SOUTH 4.3 MILES TO THE
 CY1103'ENTRANCE TO THE 111 RANCH (ABND).  GO THROUGH GATE AND AROUND
 CY1103'EAST SIDE OF BUILDINGS APPROXIMATELY 0.2 MILES TO A GATE
 CY1103'AND CATTLEGUARD (APPROX. 0.1 MILE SOUTH OF A WINDMILL).  GO
 CY1103'THROUGH GATE AND PROCEED 1.3 MILES ALONG THE LL RANCH ROAD
 CY1103'TO A SHARP BEND IN THE ROAD TO THE RIGHT.  TURN LEFT OFF MAIN
 CY1103'ROAD AND FOLLOW DIM TRACKS UP CANYON 0.35 MILE TO ETT IN A BOX
 CY1103'CANYON.  PACK EAST UP RIDGE TO HIGH POINT AND STATION.  A
 CY1103'40 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0248 ***********************************************************************
 GQ0248  DESIGNATION -  DRY PARK LOOKOUT
 GQ0248  PID         -  GQ0248
 GQ0248  STATE/COUNTY-  AZ/COCONINO
 GQ0248  USGS QUAD   -  DE MOTTE PARK (1988)
 GQ0248
 GQ0248                         *CURRENT SURVEY CONTROL
 GQ0248  ___________________________________________________________________
 GQ0248* NAD 83(1992)-  36 27 10.13624(N)    112 14 17.99981(W)     ADJUSTED  
 GQ0248* NAVD 88     -      2655.41   (+/-2cm)    8712.0    (feet)  VERTCON   
 GQ0248  ___________________________________________________________________
 GQ0248  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 GQ0248  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 GQ0248
 GQ0248  HORZ ORDER  -  THIRD
 GQ0248  VERT ORDER  -  THIRD ? (See Below)
 GQ0248
 GQ0248.The horizontal coordinates were established by classical geodetic methods
 GQ0248.and adjusted by the National Geodetic Survey in August 1993..
 GQ0248
 GQ0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0248.The vertical order pertains to the NGVD 29 superseded value.
 GQ0248
 GQ0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0248
 GQ0248.The geoid height was determined by GEOID03.
 GQ0248
 GQ0248;                    North         East     Units Scale Factor Converg.
 GQ0248;SPC AZ C     -   604,801.828   184,526.897   MT  0.99991024   -0 11 28.0
 GQ0248;SPC AZ C     - 1,984,257.97    605,403.21   iFT  0.99991024   -0 11 28.0
 GQ0248;UTM  12      - 4,034,886.801   389,030.924   MT  0.99975172   -0 44 09.0
 GQ0248
 GQ0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0248!SPC AZ C     -   0.99958680  x   0.99991024  =   0.99949708
 GQ0248!UTM  12      -   0.99958680  x   0.99975172  =   0.99933862
 GQ0248
 GQ0248:                Primary Azimuth Mark                     Grid Az
 GQ0248:SPC AZ C     -  7532                                     227 05 27.1
 GQ0248:UTM  12      -  7532                                     227 38 08.1
 GQ0248
 GQ0248|---------------------------------------------------------------------|
 GQ0248| PID    Reference Object                     Distance      Geod. Az  |
 GQ0248|                                                           dddmmss.s |
 GQ0248| GQ0238 7532                                APPROX.17.6 KM 2265359.1 |
 GQ0248|---------------------------------------------------------------------|
 GQ0248
 GQ0248                          SUPERSEDED SURVEY CONTROL
 GQ0248
 GQ0248  NAD 83(1986)-  36 27 10.12980(N)    112 14 17.99030(W) AD(       ) 3
 GQ0248  NGVD 29 (05/08/89) 2654.18   (m)         8707.9    (f) LEVELING    3  
 GQ0248
 GQ0248.Superseded values are not recommended for survey control.
 GQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0248.See file dsdata.txt to determine how the superseded data were derived.
 GQ0248
 GQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8903134887(NAD 83)
 GQ0248_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GQ0248_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GQ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0248
 GQ0248  HISTORY     - Date     Condition        Report By
 GQ0248  HISTORY     - UNK      MONUMENTED
 GQ0248  HISTORY     - 1956     GOOD             USGS
 GQ0248
 GQ0248                          STATION DESCRIPTION
 GQ0248
 GQ0248'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0248'RECOVERED IN GOOD CONDITION.
 GQ0248'
 GQ0248'LOCATED ABOUT 10.4 MI NW. OF U.S. NATIONAL PARK SERVICE NORTH RIM
 GQ0248'ENTRANCE STATION, 5.1 MI W. OF STATE HWY. 67.  ON RIDGE
 GQ0248'OVERLOOKING DRY PARK.
 GQ0248'
 GQ0248'TO REACH FROM USNPS NORTH RIM ENTRANCE STATION, GO 5.5 MI N. ON
 GQ0248'STATE HWY. 67 TO KAIBAB LODGE.  TURN LEFT THEN LEFT AGAIN ON
 GQ0248'GRADED RD. 7.6 MI TO TOP OF GRADE AND RD. FORKS.  TURN SHARP LEFT
 GQ0248'AND FOLLOW TRACK RD. 0.3 MI TO USFS LOT AND STATION.
 GQ0248'
 GQ0248'STATION MARK--USFS DISK STAMPED---DRY PARK LOOKOUT 1936---, SET IN
 GQ0248'CONCRETE DIRECTLY UNDER CENTER OF 130-FT USFS STEEL LOT.
 GQ0248'
 GQ0248'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 12-INCH PINE
 GQ0248'TREE, 142.68 FT FROM STATION.
 GQ0248'
 GQ0248'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 24-INCH PINE
 GQ0248'TREE, 121.40 FT FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0141 ***********************************************************************
 DB0141  DESIGNATION -  DUBE RM 1
 DB0141  PID         -  DB0141
 DB0141  STATE/COUNTY-  AZ/YUMA
 DB0141  USGS QUAD   -  WELLTON (1982)
 DB0141
 DB0141                         *CURRENT SURVEY CONTROL
 DB0141  ___________________________________________________________________
 DB0141* NAD 83(1986)-  32 39 45.     (N)    114 14 07.     (W)     SCALED    
 DB0141* NAVD 88     -        73.354  (meters)     240.66   (feet)  ADJUSTED  
 DB0141  ___________________________________________________________________
 DB0141  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DB0141  DYNAMIC HT  -          73.270 (meters)     240.39  (feet)  COMP
 DB0141  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 DB0141
 DB0141  VERT ORDER  -  FIRST     CLASS II
 DB0141
 DB0141.The horizontal coordinates were scaled from a topographic map and have
 DB0141.an estimated accuracy of +/- 6 seconds.
 DB0141
 DB0141.The orthometric height was determined by differential leveling
 DB0141.and adjusted by the National Geodetic Survey in June 1991..
 DB0141
 DB0141.The geoid height was determined by GEOID03.
 DB0141
 DB0141.The dynamic height is computed by dividing the NAVD 88
 DB0141.geopotential number by the normal gravity value computed on the
 DB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0141.degrees latitude (g = 980.6199 gals.).
 DB0141
 DB0141.The modeled gravity was interpolated from observed gravity values.
 DB0141
 DB0141;                    North         East    Units  Estimated Accuracy
 DB0141;SPC AZ W     -   184,440.      167,840.      MT  (+/- 180 meters Scaled)
 DB0141
 DB0141                          SUPERSEDED SURVEY CONTROL
 DB0141
 DB0141  NGVD 29 (??/??/??)   72.708  (m)          238.54   (f) ADJUSTED    1 2
 DB0141
 DB0141.Superseded values are not recommended for survey control.
 DB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0141.See file dsdata.txt to determine how the superseded data were derived.
 DB0141
 DB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS592172(NAD 83)
 DB0141_MARKER: DR = REFERENCE MARK DISK
 DB0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0141_STAMPING: DUBE NO 1 1960
 DB0141_MARK LOGO: CGS   
 DB0141_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0141+STABILITY: SURFACE MOTION
 DB0141
 DB0141  HISTORY     - Date     Condition        Report By
 DB0141  HISTORY     - 1960     MONUMENTED       CGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141
 DB0141                          STATION DESCRIPTION
 DB0141
 DB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0141'3.7 MI E FROM LIGURTA.
 DB0141'3.7 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 26.13 FEET
 DB0141'WEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'8.6 KM (5.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0141'WELLTON, 0.2 KM (0.1 MI) SOUTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0141'MILEPOLE 764, SET ON TOP OF A SMALL GRAVEL COVERED KNOLL, 30.5 M
 DB0141'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (52.0 FT)
 DB0141'NORTHEAST OF THE NORTHEAST RAIL, 36.0 FT) 118 FT) WEST OF A GAS
 DB0141'PIPELINE VALVE MAIN, 7.9 M (26.1 FT) WEST OF STATION DUBE.
 DB0141'THE MARK IS 2.4 M ABOVE THE TRACKS.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'8.6 KM (5.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0141'WELLTON, 0.2 KM (0.1 MI) SOUTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0141'MILEPOLE 764, SET ON TOP OF A SMALL GRAVEL COVERED KNOLL, 30.5 M
 DB0141'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (52.0 FT)
 DB0141'NORTHEAST OF THE NORTHEAST RAIL, 36.0 FT) 118 FT) WEST OF A GAS
 DB0141'PIPELINE VALVE MAIN, 7.9 M (26.1 FT) WEST OF STATION DUBE.
 DB0141'THE MARK IS 2.4 M ABOVE THE TRACKS.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1024 ***********************************************************************
 ES1024  DESIGNATION -  DUD
 ES1024  PID         -  ES1024
 ES1024  STATE/COUNTY-  AZ/YAVAPAI
 ES1024  USGS QUAD   -  CAMP VERDE (1969)
 ES1024
 ES1024                         *CURRENT SURVEY CONTROL
 ES1024  ___________________________________________________________________
 ES1024* NAD 83(1992)-  34 36 26.01713(N)    111 47 21.53235(W)     ADJUSTED  
 ES1024* NAVD 88     -      1208.     (meters)    3963.     (feet)  SCALED    
 ES1024  ___________________________________________________________________
 ES1024  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 ES1024  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ES1024
 ES1024  HORZ ORDER  -  SECOND
 ES1024
 ES1024.The horizontal coordinates were established by classical geodetic methods
 ES1024.and adjusted by the National Geodetic Survey in August 1993..
 ES1024
 ES1024.The orthometric height was scaled from a topographic map.
 ES1024
 ES1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1024
 ES1024.The geoid height was determined by GEOID03.
 ES1024
 ES1024;                    North         East     Units Scale Factor Converg.
 ES1024;SPC AZ C     -   400,012.891   225,039.856   MT  0.99990168   +0 04 20.4
 ES1024;SPC AZ C     - 1,312,378.25    738,319.74   iFT  0.99990168   +0 04 20.4
 ES1024;UTM  12      - 3,829,770.564   427,630.448   MT  0.99966455   -0 26 53.9
 ES1024
 ES1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1024!SPC AZ C     -   0.99981446  x   0.99990168  =   0.99971616
 ES1024!UTM  12      -   0.99981446  x   0.99966455  =   0.99947908
 ES1024
 ES1024|---------------------------------------------------------------------|
 ES1024| PID    Reference Object                     Distance      Geod. Az  |
 ES1024|                                                           dddmmss.s |
 ES1024| CH3070 DUD RM 1                              6.489 METERS 02334     |
 ES1024| CH3071 DUD RM 2                              6.299 METERS 11916     |
 ES1024| ES1021 TOP                                 APPROX. 4.5 KM 2435049.9 |
 ES1024|---------------------------------------------------------------------|
 ES1024
 ES1024                          SUPERSEDED SURVEY CONTROL
 ES1024
 ES1024  NAD 83(1986)-  34 36 26.01187(N)    111 47 21.52892(W) AD(       ) 2
 ES1024  NAD 27      -  34 36 25.92080(N)    111 47 18.98900(W) AD(       ) 2
 ES1024
 ES1024.Superseded values are not recommended for survey control.
 ES1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1024.See file dsdata.txt to determine how the superseded data were derived.
 ES1024
 ES1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2763029771(NAD 83)
 ES1024_MARKER: DS = TRIANGULATION STATION DISK
 ES1024_SETTING: 66 = SET IN ROCK OUTCROP
 ES1024
 ES1024  HISTORY     - Date     Condition        Report By
 ES1024  HISTORY     - 1959     MONUMENTED       CGS
 ES1024
 ES1024                          STATION DESCRIPTION
 ES1024
 ES1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1024'THE STATION IS ABOUT 5 MILES NORTHEAST OF CAMP VERDE AND 2.2
 ES1024'MILES SOUTH OF MC GUIREVILLE, ON THE NORTHERNMOST OF SEVERAL SMALL
 ES1024'FLAT-TOPPED HILLS OF ABOUT THE SAME ELEVATION.
 ES1024'
 ES1024'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1024'SOUTHWARD ON THE PAVED ROAD TOWARD PINE AND PAYSON FOR 5.5 MILES
 ES1024'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AS PER SIGN TIGER
 ES1024'FLAGSTONE CO. 9, AND GO NORTHWARD FOR 5.5 MILES TO A TRACK ROAD
 ES1024'LEFT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE, TURN LEFT ON
 ES1024'THE TRACK ROAD AND GO SOUTHWESTERLY FOR 0.3 MILE TO A WIRE GATE,
 ES1024'GO THROUGH THE GATE AND CONTINUE FOR 0.75 MILE TO A FORK.  TAKE
 ES1024'THE RIGHT FORK, UPGRADE, AND GO 0.7 MILE TO A FORK, TAKE THE
 ES1024'ROAD RIGHT AND GO 2.2 MILES TO A FORK, TAKE THE DIM ROAD TO THE
 ES1024'RIGHT AND GO NORTHERLY ALONG THE BASE OF SEVERAL SMALL HILLS
 ES1024'FOR 1.1 MILES, TURN LEFT LEAVING THE TRACK ROAD AND PICK A
 ES1024'WAY UPGRADE FOR ABOUT 0.05 MILE TO THE END OF TRUCK TRAVEL.
 ES1024'PACK ABOUT 600 FEET TO THE TOP OF THE HILL AND THE STATION.
 ES1024'
 ES1024'TRIANGULATION STATION TOP CAN BE USED AS AN AZIMUTH MARK.
 ES1024'(SEE DESCRIPTION THEREOF.)
 ES1024'
 ES1024'THE STATION MARK IS A STANDARD DISK STAMPED DUD 1959, SET IN A
 ES1024'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS NEAR THE CENTER OF THE
 ES1024'FLAT HILLTOP AND 17.2 FEET WEST OF A WITNESS POST.
 ES1024'
 ES1024'R.M. 1 IS A STANDARD DISK STAMPED DUD NO 1 1959, SET IN A DRILL
 ES1024'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 21.8 FEET NORTHEAST OF THE
 ES1024'WITNESS POST.
 ES1024'
 ES1024'R.M. 2 IS A STANDARD DISK STAMPED DUD NO 2 1959, SET IN A DRILL
 ES1024'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 9.1 FEET SOUTHWEST OF THE
 ES1024'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1903 ***********************************************************************
 CZ1903  DESIGNATION -  DUDLEY
 CZ1903  PID         -  CZ1903
 CZ1903  STATE/COUNTY-  AZ/PINAL
 CZ1903  USGS QUAD   -  CROZIER PEAK (1949)
 CZ1903
 CZ1903                         *CURRENT SURVEY CONTROL
 CZ1903  ___________________________________________________________________
 CZ1903* NAD 83(1992)-  32 58 17.75008(N)    110 52 39.37358(W)     ADJUSTED  
 CZ1903* NAVD 88     -      1188.7    (meters)    3900.     (feet)  VERTCON   
 CZ1903  ___________________________________________________________________
 CZ1903  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CZ1903  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CZ1903
 CZ1903  HORZ ORDER  -  FIRST
 CZ1903
 CZ1903.The horizontal coordinates were established by classical geodetic methods
 CZ1903.and adjusted by the National Geodetic Survey in August 1993..
 CZ1903
 CZ1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1903
 CZ1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1903
 CZ1903.The geoid height was determined by GEOID03.
 CZ1903
 CZ1903;                    North         East     Units Scale Factor Converg.
 CZ1903;SPC AZ C     -   219,081.205   310,487.343   MT  1.00001628   +0 33 55.9
 CZ1903;SPC AZ C     -   718,770.36  1,018,659.26   iFT  1.00001628   +0 33 55.9
 CZ1903;UTM  12      - 3,648,144.867   511,437.411   MT  0.99960161   +0 03 59.8
 CZ1903
 CZ1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1903!SPC AZ C     -   0.99981788  x   1.00001628  =   0.99983416
 CZ1903!UTM  12      -   0.99981788  x   0.99960161  =   0.99941956
 CZ1903
 CZ1903|---------------------------------------------------------------------|
 CZ1903| PID    Reference Object                     Distance      Geod. Az  |
 CZ1903|                                                           dddmmss.s |
 CZ1903| CC7303 DUDLEY RM 2                          12.914 METERS 03053     |
 CZ1903| DU1985 HAYDEN LARGE BRICK STACK            APPROX.10.2 KM 0680343.7 |
 CZ1903| CC7301 DUDLEY AZ MK                                       0943654.1 |
 CZ1903| CC7302 DUDLEY RM 1                          23.638 METERS 24728     |
 CZ1903|---------------------------------------------------------------------|
 CZ1903
 CZ1903                          SUPERSEDED SURVEY CONTROL
 CZ1903
 CZ1903  NAD 83(1986)-  32 58 17.74498(N)    110 52 39.37146(W) AD(       ) 1
 CZ1903  NAD 27      -  32 58 17.50200(N)    110 52 36.97800(W) AD(       ) 1
 CZ1903  NGVD 29 (07/19/86) 1188.0    (m)         3898.     (f) VERT ANG       
 CZ1903
 CZ1903.Superseded values are not recommended for survey control.
 CZ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1903.See file dsdata.txt to determine how the superseded data were derived.
 CZ1903
 CZ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1143748145(NAD 83)
 CZ1903_MARKER: DS = TRIANGULATION STATION DISK
 CZ1903_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1903
 CZ1903  HISTORY     - Date     Condition        Report By
 CZ1903  HISTORY     - 1935     MONUMENTED       CGS
 CZ1903  HISTORY     - 1948     GOOD             CGS
 CZ1903  HISTORY     - 1967     GOOD             AMS
 CZ1903
 CZ1903                          STATION DESCRIPTION
 CZ1903
 CZ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1903'ABOUT 7 MILES SOUTHWEST OF WINKELMAN, AND ABOUT ONE-HALF
 CZ1903'MILE NORTHEAST OF CROZIER PEAK, ON THE SHOULDER OF THE RIDGE,
 CZ1903'ON THE HIGHEST POINT NORTHEAST OF CROZIER PEAK, AND ABOUT 150
 CZ1903'YARDS FROM A DIP IN THE RIDGE WHICH IS TOWARD CROZIER PEAK.
 CZ1903'THERE IS A CANYON ON THE NORTH AND SOUTH SIDES OF THE RIDGE.
 CZ1903'MARKED BY A STANDARD BRONZE DISK.
 CZ1903'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK
 CZ1903'IS 23.685 METERS (77.71 FEET) FROM STATION.
 CZ1903'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1903'REFERENCE DISK, IS 12.930 METERS (42.42 FEET) FROM
 CZ1903'STATION.
 CZ1903
 CZ1903                          STATION RECOVERY (1948)
 CZ1903
 CZ1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1903'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CZ1903'CONDITION EXCEPT FOR DIFFERENCES IN DISTANCE TO REFERENCE
 CZ1903'MARKS.  THE CORRECT DISTANCES ARE SHOWN BELOW.  AN AZIMUTH MARK
 CZ1903'WAS ESTABLISHED.
 CZ1903'
 CZ1903'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WINKELMAN AND
 CZ1903'ABOUT 1/2 MILE NORTHEAST OF COZIER PEAK AND ABOUT 150 YARDS
 CZ1903'FROM A DIP IN THE RIDGE WHICH IS TOWARD COZIER PEAK.  IT IS
 CZ1903'ON THE SHOULDER OF THE RIDGE AND HIGHEST POINT NORTHEAST
 CZ1903'OF COZIER PEAK.  THERE IS A CANYON ON THE NORTH AND SOUTH SIDES
 CZ1903'OF THE RIDGE.  STATION MARKED BY A BRONZE DISK
 CZ1903'SET FLUSH WITH THE GROUND.
 CZ1903'
 CZ1903'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 CZ1903'WHICH PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.  THE MARK
 CZ1903'IS STAMPED--DUDLEY NO 1 1935 AND IS ABOUT 8 FEET LOWER THAN
 CZ1903'THE STATION.
 CZ1903'
 CZ1903'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN OUTCROPPING
 CZ1903'BEDROCK WHICH PROJECTS ABOUT 10 INCHES.  THE MARK IS STAMPED--DUDLEY
 CZ1903'NO 2 1935 AND IS ABOUT SIX FEET LOWER THAN THE STATION.
 CZ1903'
 CZ1903'THE AZIMUTH MARK IS SET ON TOP OF A RIDGE ABOUT 0.2 MILE
 CZ1903'SOUTH OF THE MAIN WASH LEADING TO THE STATION, ABOUT 5 FEET
 CZ1903'LOWER THAN THE HIGHEST PART OF THE RIDGE, AND 6 FEET WEST
 CZ1903'OF A WHITE WITNESS POST.  THE MARK IS A BRONZE DISK SET
 CZ1903'IN BEDROCK OUTCROP AND STAMPED--DUDLEY 1947.
 CZ1903'
 CZ1903'TO REACH THE STATION FROM THE POST OFFICE IN WINKELMAN, GO SOUTH
 CZ1903'0.25 MILES TO A SIDE ROAD RIGHT AT A CATTLE GUARD ON THE
 CZ1903'LEFT.  TURN RIGHT AND GO 0.45 MILE.  FORD THE SAN PEDRO RIVER
 CZ1903'AND CONTINUE 0.55 MILE TO A FORK AT HOUSE ON THE LEFT.  HERE
 CZ1903'TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 0.6 MILE TO A FORK.
 CZ1903'KEEP RIGHT AND CONTINUE FOR 3.3 MILES TO A DIM TRACK ROAD
 CZ1903'UP WASH AT A TREE ON THE RIGHT WITH SEVERAL BLAZES.  TURN
 CZ1903'LEFT AND FOLLOW THE DIM TRACK UP THE MAIN BIG WASH FOR 2.65
 CZ1903'MILES TO A FORK IN THE WASH (AZIMUTH MARK IS ON SMALL HILL
 CZ1903'ABOUT 0.1 MILE BEFORE REACHING FORK).  TAKE THE RIGHT FORK
 CZ1903'OF THE WASH AND GO 0.5 MILE TO A GATE.  PASS THROUGH GATE
 CZ1903'AND CONTINUE FOR 0.25 MILE TO ANOTHER FORK IN THE WASH AT
 CZ1903'A TREE ON THE RIGHT WITH SEVERAL BLAZES.  CONTINUE LEFT
 CZ1903'UP WASH 0.1 MILE.  TURN RIGHT UP DUGWAY FOR 0.5 MILE TO
 CZ1903'SMALL MINE AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1903'NORTHERLY AROUND SIDE OF RIDGE KEEPING AT ABOUT THE SAME
 CZ1903'ELEVATION AS THE MINE UNTIL REACHING WASH.  FOLLOW UP WASH
 CZ1903'FOR A SHORT DISTANCE AND THEN GRADUALLY WORK WAY UP ON
 CZ1903'TOP OF RIDGE ON RIGHT, KEEPING IN A NORTHWESTERLY
 CZ1903'DIRECTION.  FOLLOW ALONG TOP OF RIDGE TO HIGHEST POINT
 CZ1903'AND STATION SITE.  ABOUT A 45-MINUTE PACK.
 CZ1903
 CZ1903                          STATION RECOVERY (1967)
 CZ1903
 CZ1903'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1903'LOCATED APPROXIMATELY 6.0 AIRMILES (SW) OF HAYDEN, ARIZONA
 CZ1903'AND 8.0 AIRMILES (SE) OF KEARNY, ARIZONA.
 CZ1903'
 CZ1903'TO REACH FROM INTERSECTION OF STATE HWY 177 AND 77 IN WINKELMAN,
 CZ1903'ARIZONA, GO (S) ON HWY 77 0.6 MI TO UNIMPROVED DIRT ROAD,
 CZ1903'TURN RIGHT (W) GO 1.4 MI TO Y RD INTERSECTION, TAKE RIGHT
 CZ1903'FORK (W) 3.7 MI TO T RD INTERSECTION, GO LEFT (SW) 2.7 MI TO
 CZ1903'JEEP TRAIL, TURN RIGHT (W) GO 0.8 MI TO END OF TRAIL.  STATION
 CZ1903'IS  N 75 DEG W. CONDITION OF STATION GOOD.
 CZ1903'APPROXIMATELY 45 MINUTE PACK.
 CZ1903'
 CZ1903'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK
 CZ1903'AND STAMPED DUDLEY 1935 RM 1.
 CZ1903'
 CZ1903'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK
 CZ1903'AND STAMPED DUDLEY 1935 R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4513 ***********************************************************************
 DH4513  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4513  DESIGNATION -  DUECECLUBSAZ2005 CORS ARP
 DH4513  CORS_ID     -  P015
 DH4513  PID         -  DH4513
 DH4513  STATE/COUNTY-  AZ/NAVAJO
 DH4513  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4513
 DH4513                         *CURRENT SURVEY CONTROL
 DH4513  ___________________________________________________________________
 DH4513* NAD 83(CORS)-  34 15 49.70262(N)    110 00 34.10236(W)     ADJUSTED  
 DH4513* NAVD 88     -                                                        
 DH4513  ___________________________________________________________________
 DH4513  EPOCH DATE  -        2002.00
 DH4513  X           -  -1,806,151.154 (meters)                     COMP
 DH4513  Y           -  -4,959,807.909 (meters)                     COMP
 DH4513  Z           -   3,571,755.862 (meters)                     COMP
 DH4513  ELLIP HEIGHT-        1931.10  (meters)          (07/??/05) GPS OBS
 DH4513  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4513
 DH4513  HORZ ORDER  -  SPECIAL (CORS)
 DH4513  ELLP ORDER  -  SPECIAL (CORS)
 DH4513
 DH4513.ITRF positions are available for this station.
 DH4513.The coordinates were established by GPS observations
 DH4513.and adjusted by the National Geodetic Survey in July 2005..
 DH4513.The coordinates are valid at the epoch date displayed above.
 DH4513.The epoch date for horizontal control is a decimal equivalence
 DH4513.of Year/Month/Day.
 DH4513
 DH4513
 DH4513.The PID for the CORS L1 Phase Center is DH4514.
 DH4513
 DH4513.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4513
 DH4513.The ellipsoidal height was determined by GPS observations
 DH4513.and is referenced to NAD 83.
 DH4513
 DH4513.The geoid height was determined by GEOID03.
 DH4513
 DH4513;                    North         East     Units Scale Factor Converg.
 DH4513;SPC AZ E     -   361,924.755   227,835.826   MT  0.99990258   +0 05 18.6
 DH4513;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4513
 DH4513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4513!SPC AZ E     -   0.99969695  x   0.99990258  =   0.99959956
 DH4513
 DH4513                          SUPERSEDED SURVEY CONTROL
 DH4513
 DH4513.No superseded survey control is available for this station.
 DH4513
 DH4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4513_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4513
 DH4513                          STATION DESCRIPTION
 DH4513
 DH4513'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4513'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4513'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4513'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4513'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4513'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4514 ***********************************************************************
 DH4514  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4514  DESIGNATION -  DUECECLUBSAZ2005 CORS L1 PHASE CENTER
 DH4514  CORS_ID     -  P015
 DH4514  PID         -  DH4514
 DH4514  STATE/COUNTY-  AZ/NAVAJO
 DH4514  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4514
 DH4514                         *CURRENT SURVEY CONTROL
 DH4514  ___________________________________________________________________
 DH4514* NAD 83(CORS)-  34 15 49.70266(N)    110 00 34.10234(W)     ADJUSTED  
 DH4514* NAVD 88     -                                                        
 DH4514  ___________________________________________________________________
 DH4514  EPOCH DATE  -        2002.00
 DH4514  X           -  -1,806,151.184 (meters)                     COMP
 DH4514  Y           -  -4,959,807.994 (meters)                     COMP
 DH4514  Z           -   3,571,755.925 (meters)                     COMP
 DH4514  ELLIP HEIGHT-        1931.21  (meters)          (07/??/05) GPS OBS
 DH4514  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4514
 DH4514  HORZ ORDER  -  SPECIAL (CORS)
 DH4514  ELLP ORDER  -  SPECIAL (CORS)
 DH4514
 DH4514.ITRF positions are available for this station.
 DH4514.The coordinates were established by GPS observations
 DH4514.and adjusted by the National Geodetic Survey in July 2005..
 DH4514.The coordinates are valid at the epoch date displayed above.
 DH4514.The epoch date for horizontal control is a decimal equivalence
 DH4514.of Year/Month/Day.
 DH4514
 DH4514
 DH4514.The PID for the CORS ARP is DH4513.
 DH4514
 DH4514.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4514
 DH4514.The ellipsoidal height was determined by GPS observations
 DH4514.and is referenced to NAD 83.
 DH4514
 DH4514.The geoid height was determined by GEOID03.
 DH4514
 DH4514;                    North         East     Units Scale Factor Converg.
 DH4514;SPC AZ E     -   361,924.757   227,835.827   MT  0.99990258   +0 05 18.6
 DH4514;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4514
 DH4514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4514!SPC AZ E     -   0.99969693  x   0.99990258  =   0.99959954
 DH4514
 DH4514                          SUPERSEDED SURVEY CONTROL
 DH4514
 DH4514.No superseded survey control is available for this station.
 DH4514
 DH4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4514_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4514
 DH4514                          STATION DESCRIPTION
 DH4514
 DH4514'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4514'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4514'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4514'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4514'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4514'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4515 ***********************************************************************
 DH4515  DESIGNATION -  DUECECLUBSAZ2005 GRP
 DH4515  PID         -  DH4515
 DH4515  STATE/COUNTY-  AZ/NAVAJO
 DH4515  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4515
 DH4515                         *CURRENT SURVEY CONTROL
 DH4515  ___________________________________________________________________
 DH4515* NAD 83(CORS)-  34 15 49.70262(N)    110 00 34.10236(W)     ADJUSTED  
 DH4515* NAVD 88     -                                                        
 DH4515  ___________________________________________________________________
 DH4515  EPOCH DATE  -        2002.00
 DH4515  X           -  -1,806,151.151 (meters)                     COMP
 DH4515  Y           -  -4,959,807.901 (meters)                     COMP
 DH4515  Z           -   3,571,755.856 (meters)                     COMP
 DH4515  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DH4515  ELLIP HEIGHT-        1931.09  (meters)          (07/??/05) GPS OBS
 DH4515  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4515
 DH4515  HORZ ORDER  -  A
 DH4515  ELLP ORDER  -  FOURTH    CLASS I
 DH4515
 DH4515.ITRF positions are available for this station.
 DH4515.The horizontal coordinates were established by GPS observations
 DH4515.and adjusted by the National Geodetic Survey in July 2005..
 DH4515.The horizontal coordinates are valid at the epoch date displayed above.
 DH4515.The epoch date for horizontal control is a decimal equivalence
 DH4515.of Year/Month/Day.
 DH4515
 DH4515
 DH4515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4515
 DH4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4515
 DH4515.The ellipsoidal height was determined by GPS observations
 DH4515.and is referenced to NAD 83.
 DH4515
 DH4515.The geoid height was determined by GEOID03.
 DH4515
 DH4515;                    North         East     Units Scale Factor Converg.
 DH4515;SPC AZ E     -   361,924.755   227,835.826   MT  0.99990258   +0 05 18.6
 DH4515;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4515;UTM  12      - 3,791,850.740   591,190.967   MT  0.99970250   +0 33 27.8
 DH4515
 DH4515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4515!SPC AZ E     -   0.99969695  x   0.99990258  =   0.99959956
 DH4515!UTM  12      -   0.99969695  x   0.99970250  =   0.99939954
 DH4515
 DH4515                          SUPERSEDED SURVEY CONTROL
 DH4515
 DH4515.No superseded survey control is available for this station.
 DH4515
 DH4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4515_STAMPING: UNKNOWN
 DH4515'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P015'
 DH4515'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4515'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4515'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4515'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4515'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4515'
 DH4515' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0272 ***********************************************************************
 GQ0272  DESIGNATION -  DUFFER
 GQ0272  PID         -  GQ0272
 GQ0272  STATE/COUNTY-  AZ/COCONINO
 GQ0272  USGS QUAD   -  COYOTE BUTTES (1988)
 GQ0272
 GQ0272                         *CURRENT SURVEY CONTROL
 GQ0272  ___________________________________________________________________
 GQ0272* NAD 83(1992)-  36 56 53.03737(N)    112 00 50.20278(W)     ADJUSTED  
 GQ0272* NAVD 88     -      2000.9    (meters)    6565.     (feet)  VERTCON   
 GQ0272  ___________________________________________________________________
 GQ0272  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 GQ0272  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GQ0272
 GQ0272  HORZ ORDER  -  THIRD
 GQ0272
 GQ0272.The horizontal coordinates were established by classical geodetic methods
 GQ0272.and adjusted by the National Geodetic Survey in August 1993..
 GQ0272
 GQ0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0272
 GQ0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0272
 GQ0272.The geoid height was determined by GEOID03.
 GQ0272
 GQ0272;                    North         East     Units Scale Factor Converg.
 GQ0272;SPC AZ C     -   659,711.600   204,696.053   MT  0.99990092   -0 03 30.5
 GQ0272;SPC AZ C     - 2,164,408.14    671,574.98   iFT  0.99990092   -0 03 30.5
 GQ0272;UTM  12      - 4,089,591.376   409,720.502   MT  0.99970040   -0 36 34.3
 GQ0272
 GQ0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0272!SPC AZ C     -   0.99968959  x   0.99990092  =   0.99959054
 GQ0272!UTM  12      -   0.99968959  x   0.99970040  =   0.99939008
 GQ0272
 GQ0272:                Primary Azimuth Mark                     Grid Az
 GQ0272:SPC AZ C     -  HOUSEROCK                                209 55 52.6
 GQ0272:UTM  12      -  HOUSEROCK                                210 28 56.4
 GQ0272
 GQ0272|---------------------------------------------------------------------|
 GQ0272| PID    Reference Object                     Distance      Geod. Az  |
 GQ0272|                                                           dddmmss.s |
 GQ0272| GQ0253 HOUSEROCK                           APPROX.17.4 KM 2095222.1 |
 GQ0272|---------------------------------------------------------------------|
 GQ0272
 GQ0272                          SUPERSEDED SURVEY CONTROL
 GQ0272
 GQ0272  NAD 83(1986)-  36 56 53.03681(N)    112 00 50.20423(W) AD(       ) 3
 GQ0272  NAD 27      -  36 56 53.09290(N)    112 00 47.54629(W) AD(       ) 3
 GQ0272  NGVD 29 (07/19/86) 1999.9    (m)         6561.     (f) VERT ANG       
 GQ0272
 GQ0272.Superseded values are not recommended for survey control.
 GQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0272.See file dsdata.txt to determine how the superseded data were derived.
 GQ0272
 GQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0972189591(NAD 83)
 GQ0272_MARKER: DS = TRIANGULATION STATION DISK
 GQ0272_SETTING: 80 = SET IN A BOULDER
 GQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0272+STABILITY: SURFACE MOTION
 GQ0272
 GQ0272  HISTORY     - Date     Condition        Report By
 GQ0272  HISTORY     - 1933     MONUMENTED       USGS
 GQ0272  HISTORY     - 1953     GOOD             USGS
 GQ0272
 GQ0272                          STATION DESCRIPTION
 GQ0272
 GQ0272'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0272'RECOVERED IN GOOD CONDITION.
 GQ0272'
 GQ0272'LOCATED ABOUT 1 MI E. OF COYOTE SPRINGS.  ON SOUTH ONE OF HIGHEST
 GQ0272'POINTS COMPOSING COYOTE BUTTES.
 GQ0272'
 GQ0272'TO REACH TAKE GOOD RD. WHICH LEADS TO COYOTE SPRINGS FROM NORTH
 GQ0272'RD. OR WINTER ROUTE FROM KANAB, UTAH TO GRAND CANYON BRIDGE AT
 GQ0272'POINT WHERE THIS RD. MAKES RIGHT-ANGLE TURN TO S.  SPRING IS 1.5
 GQ0272'MI NE. OF THIS POINT.  CAN BE REACHED WITH LESS CLIMBING BY
 GQ0272'FOLLOWING RD. WHICH TURNS E. OF WINTER ROUTE ABOUT 1 MI AT POINT
 GQ0272'0.5 MI S. OF ANGLE MENTIONED ABOVE.  THEN ON DIM T-RD. N. THROUGH
 GQ0272'SANDHILLS TO STATION.
 GQ0272'
 GQ0272'STATION MARK--STANDARD TABLET STAMPED---DUFFER 1933---, CEMENTED IN
 GQ0272'ROCK UNDER CENTER OF OLD 4.5-FT. CAIRN.
 GQ0272'
 GQ0272'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GQ0272'
 GQ0272'RM 2--CROSS CUT IN ROCK 15 FT. BELOW STATION.
 GQ0272
 GQ0272                          STATION RECOVERY (1953)
 GQ0272
 GQ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GQ0272'THE N. PART OF THE PARIA PLATEAU IS BOUNDED ON THE W. BY A PARAPET OF
 GQ0272'RED SANDSTONE, ABOUNDING IN CRAGGY POINTS IN COCONINO COUNTY, ARIZONA.
 GQ0272'THE HIGHEST OF THESE IS THE DUFFER STATION.
 GQ0272'
 GQ0272'STATION MARK - A SMALL CAIRN PERCHED ON A SUMMIT NATURALLY ACUTE.
 GQ0272'
 GQ0272'STATION IS ON S. ONE OF HIGHEST POINTS COMPOSING
 GQ0272'COYOTE BUTTES, AND IS ABOUT 1.0 MI. E. OF COYOTE SPRINGS.  A VERY GOOD
 GQ0272'RD. LEADS TO COYOTE SPRINGS FROM THE N. RD. OR (WINTER ROUTE), FROM
 GQ0272'KANAB, UTAH TO GRAND CANYON BRIDGE AT A POINT WHERE THIS RD. MAKES A
 GQ0272'RIGHT ANGLE TO TURN S. THE SPRING IS 1.5 MI. NE. FROM THIS POINT.
 GQ0272'STATION CAN BE REACHED WITH LESS CLIMBING BY FOLLOWING A RD. WHICH
 GQ0272'TURNS E. OF WINTER ROUTE AT POINT 0.5 MI. S. OF ANGLE MENTIONED ABOVE
 GQ0272'FOR ABOUT 1.0 MI., THEN ON DIM T-RD. N. THROUGH SANDHILLS TOWARD
 GQ0272'STATION.  A PORTION OF ORIGINAL CAIRN WAS FOUND STANDING.
 GQ0272'
 GQ0272'STATION MARK - STANDARD TABLET STAMPED --- DUFFER 1933--- CEMENTED IN
 GQ0272'ROCK UNDER CENTER OF 4.5 FT. OLD CAIRN.
 GQ0272'
 GQ0272'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---NO.1---
 GQ0272'CEMENTED IN ROCK, 11.75 FT. FROM STATION MARK, N 26 DEG 45 MIN W.
 GQ0272'
 GQ0272'REFERENCE MARK NO.2 - CROSS CUT IN ROCK, 15 FT. BELOW STATION IN
 GQ0272'ELEVATION AND 5.58 FT. HORIZONTAL DISTANCE, N 34 DEG 05 MIN E.
 GQ0272'
 GQ0272'STATION ORIGINALLY ESTABLISHED BY POWELL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3532 ***********************************************************************
 AA3532  SACS        -  This is a Secondary Airport Control Station.
 AA3532  DESIGNATION -  DUG AP STA A2
 AA3532  PID         -  AA3532
 AA3532  STATE/COUNTY-  AZ/COCHISE
 AA3532  USGS QUAD   -  DOUGLAS NE (1978)
 AA3532
 AA3532                         *CURRENT SURVEY CONTROL
 AA3532  ___________________________________________________________________
 AA3532* NAD 83(1992)-  31 28 27.92577(N)    109 36 50.62971(W)     ADJUSTED  
 AA3532* NAVD 88     -      1252.77   (meters)    4110.1    (feet)  GPS OBS   
 AA3532  ___________________________________________________________________
 AA3532  X           -  -1,828,047.412 (meters)                     COMP
 AA3532  Y           -  -5,129,768.734 (meters)                     COMP
 AA3532  Z           -   3,311,508.572 (meters)                     COMP
 AA3532  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 AA3532  ELLIP HEIGHT-        1225.45  (meters)          (01/12/01) GPS OBS
 AA3532  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA3532
 AA3532  HORZ ORDER  -  FIRST
 AA3532  ELLP ORDER  -  FOURTH    CLASS I
 AA3532
 AA3532.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3532
 AA3532.The horizontal coordinates were established by GPS observations
 AA3532.and adjusted by the National Geodetic Survey in September 1994..
 AA3532
 AA3532.The orthometric height was determined by GPS observations and a
 AA3532.high-resolution geoid model.
 AA3532
 AA3532.GPS derived orthometric heights for airport stations designated as
 AA3532.PACS or SACS are published to 2 decimal places.  This maintains
 AA3532.centimeter relative accuracy between the PACS and SACS.  It does
 AA3532.not indicate centimeter accuracy relative to other marks which are
 AA3532.part of the NAVD 88 network.
 AA3532
 AA3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3532
 AA3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3532
 AA3532.The ellipsoidal height was determined by GPS observations
 AA3532.and is referenced to NAD 83.
 AA3532
 AA3532.The geoid height was determined by GEOID03.
 AA3532
 AA3532;                    North         East     Units Scale Factor Converg.
 AA3532;SPC AZ E     -    52,728.005   265,867.962   MT  0.99993399   +0 17 18.7
 AA3532;SPC AZ E     -   172,992.14    872,270.22   iFT  0.99993399   +0 17 18.7
 AA3532;UTM  12      - 3,483,013.431   631,656.187   MT  0.99981379   +0 43 25.4
 AA3532
 AA3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3532!SPC AZ E     -   0.99980761  x   0.99993399  =   0.99974161
 AA3532!UTM  12      -   0.99980761  x   0.99981379  =   0.99962143
 AA3532
 AA3532                          SUPERSEDED SURVEY CONTROL
 AA3532
 AA3532  ELLIP H (09/30/94) 1225.55   (m)                       GP(       ) 4 1
 AA3532  NGVD 29 (09/30/94) 1252.0    (m)         4108.     (f) GPS OBS        
 AA3532
 AA3532.Superseded values are not recommended for survey control.
 AA3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3532.See file dsdata.txt to determine how the superseded data were derived.
 AA3532
 AA3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3165683013(NAD 83)
 AA3532_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3532_SP_SET: CONCRETE POST
 AA3532_STAMPING: AP 1964 STA A2
 AA3532_MARK LOGO: NOS   
 AA3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3532+STABILITY: SURFACE MOTION
 AA3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3532+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3532
 AA3532  HISTORY     - Date     Condition        Report By
 AA3532  HISTORY     - 1964     MONUMENTED       CGS
 AA3532  HISTORY     - 19880615 GOOD             NGS
 AA3532  HISTORY     - 19951219 GOOD             CHANCE
 AA3532  HISTORY     - 19970619 GOOD             NGS
 AA3532
 AA3532                          STATION DESCRIPTION
 AA3532
 AA3532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 AA3532'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3532'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3532'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE NORTHWEST
 AA3532'SECTION OF THE AIRPORT ON THE NORTH SIDE OF RUNWAY END 8.
 AA3532'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3532'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3532'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3532'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3532'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3532'NORTHWEST THEN NORTH ALONG RAMP FOR 4.5 MI (7.2 KM)  TO A TAXIWAY ON
 AA3532'THE LEFT. TURN LEFT AND PROCEED WESTERLY ALONG TAXIWAY FOR 0.3 MI (0.5
 AA3532'KM) TO RUNWAY 17-35. TURN RIGHT HEADING NORTH ALONG RUNWAY 17-35 FOR
 AA3532'0.8 MI (1.3 KM) TO THE JUNCTION WITH RUNWAY 8-26. TURN LEFT HEADING
 AA3532'WEST FOR 0.7 MI (1.1 KM) TO THE END OF RUNWAY 8 AND THE STATION ON THE
 AA3532'RIGHT ON THE NORTH SIDE OF THE RUNWAY. IT IS 134.1 FT (40.9 M)
 AA3532'NORTHWEST OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY,
 AA3532'50.25 FT (15.32 M) NORTH OF THE EDGE OF THE CORNER OF THE RUNWAY, AND
 AA3532'45.9 FT (14.0 M) NORTH OF THE NORTHERLY MOST THRESHOLD LIGHT.
 AA3532
 AA3532                          STATION RECOVERY (1988)
 AA3532
 AA3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA3532'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE
 AA3532'BISBEE-DOUGLAS INTL AIRPORT, NEAR RUNWAY END 8.  IT IS 134.1 FT (40.9
 AA3532'M) NORTHWEST OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF THE
 AA3532'RUNWAY, 50.25 FT (15.32 M) NORTH OF THE EDGE OF THE CORNER OF THE
 AA3532'RUNWAY, AND 45.9 FT (14.0 M) NORTH OF THE NORTHERLY MOST THRESHOLLD
 AA3532'LIGHT.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA A2 AND SET IN
 AA3532'THE TOP OF A 10 INCH CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND.
 AA3532
 AA3532                          STATION RECOVERY (1995)
 AA3532
 AA3532'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3532'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3532'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3532'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AA3532
 AA3532                          STATION RECOVERY (1997)
 AA3532
 AA3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3532'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3532'MANAGER IS BRUCE SPRINGER, PHONE 520-432-9426.  THIS STATION HAS BEEN
 AA3532'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3531 ***********************************************************************
 AA3531  SACS        -  This is a Secondary Airport Control Station.
 AA3531  DESIGNATION -  DUG ARP
 AA3531  PID         -  AA3531
 AA3531  STATE/COUNTY-  AZ/COCHISE
 AA3531  USGS QUAD   -  DOUGLAS NE (1978)
 AA3531
 AA3531                         *CURRENT SURVEY CONTROL
 AA3531  ___________________________________________________________________
 AA3531* NAD 83(1992)-  31 28 02.60071(N)    109 36 05.02785(W)     ADJUSTED  
 AA3531* NAVD 88     -      1255.49   (meters)    4119.1    (feet)  GPS OBS   
 AA3531  ___________________________________________________________________
 AA3531  X           -  -1,827,050.682 (meters)                     COMP
 AA3531  Y           -  -5,130,558.663 (meters)                     COMP
 AA3531  Z           -   3,310,844.623 (meters)                     COMP
 AA3531  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 AA3531  ELLIP HEIGHT-        1228.21  (meters)          (01/12/01) GPS OBS
 AA3531  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA3531
 AA3531  HORZ ORDER  -  FIRST
 AA3531  ELLP ORDER  -  FOURTH    CLASS I
 AA3531
 AA3531.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3531
 AA3531.The horizontal coordinates were established by GPS observations
 AA3531.and adjusted by the National Geodetic Survey in September 1994..
 AA3531
 AA3531.The orthometric height was determined by GPS observations and a
 AA3531.high-resolution geoid model.
 AA3531
 AA3531.GPS derived orthometric heights for airport stations designated as
 AA3531.PACS or SACS are published to 2 decimal places.  This maintains
 AA3531.centimeter relative accuracy between the PACS and SACS.  It does
 AA3531.not indicate centimeter accuracy relative to other marks which are
 AA3531.part of the NAVD 88 network.
 AA3531
 AA3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3531
 AA3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3531
 AA3531.The ellipsoidal height was determined by GPS observations
 AA3531.and is referenced to NAD 83.
 AA3531
 AA3531.The geoid height was determined by GEOID03.
 AA3531
 AA3531;                    North         East     Units Scale Factor Converg.
 AA3531;SPC AZ E     -    51,954.201   267,075.624   MT  0.99993558   +0 17 42.3
 AA3531;SPC AZ E     -   170,453.42    876,232.36   iFT  0.99993558   +0 17 42.3
 AA3531;UTM  12      - 3,482,248.913   632,869.547   MT  0.99981775   +0 43 48.7
 AA3531
 AA3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3531!SPC AZ E     -   0.99980718  x   0.99993558  =   0.99974277
 AA3531!UTM  12      -   0.99980718  x   0.99981775  =   0.99962496
 AA3531
 AA3531                          SUPERSEDED SURVEY CONTROL
 AA3531
 AA3531  ELLIP H (09/30/94) 1228.31   (m)                       GP(       ) 4 1
 AA3531  NGVD 29 (09/30/94) 1254.7    (m)         4116.     (f) GPS OBS        
 AA3531
 AA3531.Superseded values are not recommended for survey control.
 AA3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3531.See file dsdata.txt to determine how the superseded data were derived.
 AA3531
 AA3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3287082249(NAD 83)
 AA3531_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3531_SP_SET: CONCRETE POST
 AA3531_STAMPING: ARP 1954
 AA3531_MARK LOGO: NOS   
 AA3531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3531+STABILITY: SURFACE MOTION
 AA3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3531+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3531
 AA3531  HISTORY     - Date     Condition        Report By
 AA3531  HISTORY     - 1954     MONUMENTED       CGS
 AA3531  HISTORY     - 19880615 GOOD             NGS
 AA3531  HISTORY     - 19951219 GOOD             CHANCE
 AA3531  HISTORY     - 19970619 GOOD             NGS
 AA3531
 AA3531                          STATION DESCRIPTION
 AA3531
 AA3531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFV)
 AA3531'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3531'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3531'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE MIDDLE
 AA3531'SECTION OF THE AIRPORT ON THE WEST SIDE OF THE RAMP AREA.
 AA3531'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3531'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3531'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3531'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3531'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3531'NORTHWEST THEN NORTH ALONG RAMP FOR 0.75 MI (1.21 KM) TO A TAXIWAY ON
 AA3531'THE LEFT. TURN LEFT AND PROCEED NORTHWEST ALONG TAXIWAY FOR 0.1 MI
 AA3531'(0.2 KM) TO THE STATION ON THE LEFT. IT IS 484 FT (147.5 M) NORTHWEST
 AA3531'OF THE NORTHWEST CORNER OF THE CONCRETE SECTION OF RAMP AREA, 65.5 FT
 AA3531'(20.0 M) SOUTHWEST OF THE CENTRLINE OF THE TAXIWAY RUNNING NORTHWEST,
 AA3531'AND 46 FT (14.0 M) WEST OF THE WEST EDGE OF THE ASPHALT RAMP AREA NOW
 AA3531'BEING OVERRUN WITH GRASS.
 AA3531
 AA3531                          STATION RECOVERY (1988)
 AA3531
 AA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA3531'THIS STATION IS LOCATED IN THE CENTRAL SECTION OF THE BISBEE-DOUGLAS
 AA3531'INTL AIRPORT, ON THE WEST SIDE OF THE RAMP AREA.  IT IS 484 FT (147.5
 AA3531'M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE SECTION OF RAMP
 AA3531'AREA, 65.5 FT (20.0 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 AA3531'RUNNING NORTHWEST, 46 FT (14.0 M) WEST OF THE WEST EDGE OF THE OLD
 AA3531'ASPHALT RAMP AREA, NOW BEING OVERRUN WITH GRASS.  A STANDARD
 AA3531'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AA3531'GROUND AND STAMPED ARP 1954.
 AA3531
 AA3531                          STATION RECOVERY (1995)
 AA3531
 AA3531'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3531'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3531'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3531'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AA3531
 AA3531                          STATION RECOVERY (1997)
 AA3531
 AA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3531'RECOVERED AS DESCRIBED.  THE NEW AIRPORT MANAGER IS BRUCE SPRINGER,
 AA3531'PHONE 520-432-9426.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AA3531'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3533 ***********************************************************************
 AA3533  PACS        -  This is a Primary Airport Control Station.
 AA3533  DESIGNATION -  DUG C
 AA3533  PID         -  AA3533
 AA3533  STATE/COUNTY-  AZ/COCHISE
 AA3533  USGS QUAD   -  DOUGLAS NE (1978)
 AA3533
 AA3533                         *CURRENT SURVEY CONTROL
 AA3533  ___________________________________________________________________
 AA3533* NAD 83(1992)-  31 28 27.92124(N)    109 35 29.78841(W)     ADJUSTED  
 AA3533* NAVD 88     -      1266.58   (meters)    4155.4    (feet)  GPS OBS   
 AA3533  ___________________________________________________________________
 AA3533  X           -  -1,826,040.760 (meters)                     COMP
 AA3533  Y           -  -5,130,496.036 (meters)                     COMP
 AA3533  Z           -   3,311,515.705 (meters)                     COMP
 AA3533  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AA3533  ELLIP HEIGHT-        1239.34  (meters)          (01/12/01) GPS OBS
 AA3533  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA3533
 AA3533  HORZ ORDER  -  B
 AA3533  ELLP ORDER  -  FOURTH    CLASS I
 AA3533
 AA3533.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3533
 AA3533.The horizontal coordinates were established by GPS observations
 AA3533.and adjusted by the National Geodetic Survey in September 1994..
 AA3533
 AA3533.The orthometric height was determined by GPS observations and a
 AA3533.high-resolution geoid model.
 AA3533
 AA3533.GPS derived orthometric heights for airport stations designated as
 AA3533.PACS or SACS are published to 2 decimal places.  This maintains
 AA3533.centimeter relative accuracy between the PACS and SACS.  It does
 AA3533.not indicate centimeter accuracy relative to other marks which are
 AA3533.part of the NAVD 88 network.
 AA3533
 AA3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3533
 AA3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3533
 AA3533.The ellipsoidal height was determined by GPS observations
 AA3533.and is referenced to NAD 83.
 AA3533
 AA3533.The geoid height was determined by GEOID03.
 AA3533
 AA3533;                    North         East     Units Scale Factor Converg.
 AA3533;SPC AZ E     -    52,738.829   268,001.741   MT  0.99993681   +0 18 00.9
 AA3533;SPC AZ E     -   173,027.65    879,270.80   iFT  0.99993681   +0 18 00.9
 AA3533;UTM  12      - 3,483,040.459   633,789.571   MT  0.99982077   +0 44 07.6
 AA3533
 AA3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3533!SPC AZ E     -   0.99980543  x   0.99993681  =   0.99974225
 AA3533!UTM  12      -   0.99980543  x   0.99982077  =   0.99962623
 AA3533
 AA3533                          SUPERSEDED SURVEY CONTROL
 AA3533
 AA3533  ELLIP H (09/30/94) 1239.43   (m)                       GP(       ) 4 1
 AA3533  NGVD 29 (09/30/94) 1265.8    (m)         4153.     (f) GPS OBS        
 AA3533
 AA3533.Superseded values are not recommended for survey control.
 AA3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3533.See file dsdata.txt to determine how the superseded data were derived.
 AA3533
 AA3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3379083040(NAD 83)
 AA3533_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3533_SP_SET: CONCRETE POST
 AA3533_STAMPING: DUG C 1994
 AA3533_MARK LOGO: NOS   
 AA3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3533+STABILITY: SURFACE MOTION
 AA3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3533+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3533
 AA3533  HISTORY     - Date     Condition        Report By
 AA3533  HISTORY     - 1994     MONUMENTED       NOS
 AA3533  HISTORY     - 19940615 GOOD             NGS
 AA3533  HISTORY     - 19951219 GOOD             CHANCE
 AA3533  HISTORY     - 19970619 GOOD             NGS
 AA3533
 AA3533                          STATION DESCRIPTION
 AA3533
 AA3533'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3533'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3533'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3533'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE NORTHEAST
 AA3533'SECTION OF THE AIRPORT ON THE NORTH SIDE OF RUNWAY END 26.
 AA3533'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3533'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3533'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3533'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3533'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3533'NORTHWEST THEN NORTH ALONG RAMP FOR 0.9 MI (1.4 KM) . TURN LEFT ONTO
 AA3533'DIRT TRACK ROAD HEADING NORTHEAST FOR 0.4 MI (0.6 KM) TO RUNWAY 8-26.
 AA3533'TURN RIGHT HEADING EAST FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 26
 AA3533'AND THE STATON ON THE LEFT ON THE NORTH SIDE OF THE RUNWAY. IT IS
 AA3533'206.0 FT (62.8 M) NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE NORTH
 AA3533'SIDE OF THE RUNWAY, 148.0 FT (45.1 M) NORTH-NORTHWEST OF THE
 AA3533'CENTERLINE END RUNWAY 26, AND 67.8 FT (20.7 M) NORTH-NORTHWEST OF THE
 AA3533'NORTHERLY MOST THRESHOLD LIGHT.
 AA3533
 AA3533                          STATION RECOVERY (1994)
 AA3533
 AA3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3533'THE STATION IS LOCATED AT THE NORTHEASTERN SECTION OF THE
 AA3533'BISBEE-DOUGLAS INTL AIRPORT, NEAR RUNWAY END 26.  THE STATION IS
 AA3533'LOCATED 206.0 FT (62.8 M) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT
 AA3533'WEST OF RUNWAY END 26, 148.0 FT (45.1 M) NORTH-NORTHWEST OF THE
 AA3533'CENTERLINE END OF RUNWAY 26, AND 67.8 FT (20.7 M) NORTH-NORTHWEST OF
 AA3533'THE NORTHERLY MOST THRESHOLD LIGHT.  THE STATION IS A STANDARD NOS
 AA3533'DISK STAMPED DUG C 1994 AND SET IN TOP OF A CONCRETE MONUMENT FLUSH
 AA3533'WITH THE GROUND.
 AA3533
 AA3533                          STATION RECOVERY (1995)
 AA3533
 AA3533'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3533'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3533'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3533'PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AA3533
 AA3533                          STATION RECOVERY (1997)
 AA3533
 AA3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3533'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  NEW AIRPORT
 AA3533'MANAGER IS BRUCE SPRINGER, PHONE 520-432-9426.  THIS STATION HAS BEEN
 AA3533'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0995 ***********************************************************************
 ES0995  DESIGNATION -  DUGAN
 ES0995  PID         -  ES0995
 ES0995  STATE/COUNTY-  AZ/YAVAPAI
 ES0995  USGS QUAD   -  WET BOTTOM MESA (1967)
 ES0995
 ES0995                         *CURRENT SURVEY CONTROL
 ES0995  ___________________________________________________________________
 ES0995* NAD 83(1992)-  34 08 39.80505(N)    111 44 58.18253(W)     ADJUSTED  
 ES0995* NAVD 88     -      1132.6    (meters)    3716.     (feet)  VERTCON   
 ES0995  ___________________________________________________________________
 ES0995  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 ES0995  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 ES0995
 ES0995  HORZ ORDER  -  SECOND
 ES0995
 ES0995.The horizontal coordinates were established by classical geodetic methods
 ES0995.and adjusted by the National Geodetic Survey in August 1993..
 ES0995
 ES0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0995
 ES0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0995
 ES0995.The geoid height was determined by GEOID03.
 ES0995
 ES0995;                    North         East     Units Scale Factor Converg.
 ES0995;SPC AZ C     -   348,681.176   228,776.391   MT  0.99990293   +0 05 37.8
 ES0995;SPC AZ C     - 1,143,967.11    750,578.71   iFT  0.99990293   +0 05 37.8
 ES0995;UTM  12      - 3,778,419.548   430,902.342   MT  0.99965885   -0 25 14.5
 ES0995
 ES0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0995!SPC AZ C     -   0.99982652  x   0.99990293  =   0.99972946
 ES0995!UTM  12      -   0.99982652  x   0.99965885  =   0.99948543
 ES0995
 ES0995|---------------------------------------------------------------------|
 ES0995| PID    Reference Object                     Distance      Geod. Az  |
 ES0995|                                                           dddmmss.s |
 ES0995| CH3073 DUGAN RM 1                            6.199 METERS 05220     |
 ES0995| CH3074 DUGAN RM 2                            5.126 METERS 11452     |
 ES0995| CH3072 DUGAN AZ MK                                        2734609.2 |
 ES0995|---------------------------------------------------------------------|
 ES0995
 ES0995                          SUPERSEDED SURVEY CONTROL
 ES0995
 ES0995  NAD 83(1986)-  34 08 39.80150(N)    111 44 58.18404(W) AD(       ) 2
 ES0995  NAD 27      -  34 08 39.67400(N)    111 44 55.64800(W) AD(       ) 2
 ES0995  NGVD 29 (07/19/86) 1131.9    (m)         3714.     (f) VERT ANG       
 ES0995
 ES0995.Superseded values are not recommended for survey control.
 ES0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0995.See file dsdata.txt to determine how the superseded data were derived.
 ES0995
 ES0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3090278420(NAD 83)
 ES0995_MARKER: DS = TRIANGULATION STATION DISK
 ES0995_SETTING: 66 = SET IN ROCK OUTCROP
 ES0995_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0995+STABILITY: POSITION/ELEVATION WELL
 ES0995
 ES0995  HISTORY     - Date     Condition        Report By
 ES0995  HISTORY     - 1946     MONUMENTED       CGS
 ES0995  HISTORY     - 1966     GOOD             USGS
 ES0995
 ES0995                          STATION DESCRIPTION
 ES0995
 ES0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0995'STATION IS ON THE MORE CENTRAL AND HIGHER OF THREE PEAKS WHICH
 ES0995'FORM THE NORTHWEST END OF THE FIRST RIDGE WEST OF THE VERDE RIVER
 ES0995'BETWEEN RED CREEK AND TANGLE CREEK.  BY APPROXIMATE AIRLINE
 ES0995'DISTANCES IT IS 24 MILES NORTH-NORTHEAST OF CAVE CREEK, 2 MILES
 ES0995'EAST-NORTHEAST OF THE DUGAN RANCH, 2 MILES WEST-SOUTHWEST OF THE
 ES0995'GILA AND YAVAPAI COUNTY LINE AT THE VERDE RIVER, AND 1-1/4 MILE
 ES0995'WEST OF THE VERDE RIVER.
 ES0995'
 ES0995'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 ES0995'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.2 MILES TO
 ES0995'A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE TAKE THE LEFT
 ES0995'FORK AS PER SIGN BLOODY BASIN 30 AND FOLLOW THE MAIN TRAVELLED
 ES0995'ROAD FOR 30.6 MILES TO A ROAD JUNCTION AT SEVERAL SIGNS.  HERE
 ES0995'TURN RIGHT AS PER THE SIGN DUGAN RANCH AND GO 1.2 MILES TO A
 ES0995'FORK.  TAKE THE LEFT FORK AND GO 1.65 MILE TO ANOTHER FORK.
 ES0995'KEEP LEFT AS PER SIGN 6-1/2 VERDE RIVER (RIGHT FORK GOES TO
 ES0995'DUGAN RANCH.) AND GO 0.15 MILE TO A DIM ROAD LEFT JUST
 ES0995'AFTER CROSSING A SMALL CULVERT AND WHERE THERE ARE SOME CORRALS
 ES0995'ON THE RIGHT.  TURN LEFT AND FOLLOW POOR TRACK ROAD FOR 1.1
 ES0995'MILE.  HERE TURN RIGHT, EASTERLY, CROSS COUNTRY FOR 0.15
 ES0995'MILE DOWN INTO A SANDY WASH.  THENCE RIGHT, SOUTHERLY UP ONTO
 ES0995'A RIDGE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE TOP OF A KNOLL
 ES0995'WHICH FORMS PART OF THE RIDGE.  FROM HERE PACK EASTERLY FOR 1
 ES0995'HOUR TO THE TOP OF THE CENTRAL AND HIGHER OF THE THREE PEAKS.
 ES0995'THE STATION IS 11 FEET NORTH-NORTHEAST OF THE HIGHEST POINT OF
 ES0995'THIS PEAK.  A JEEP CAN BE DRIVEN MORE THAN HALF OF THE DISTANCE
 ES0995'FROM THE AZIMUTH TO THE STATION.
 ES0995'
 ES0995'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 ES0995'STAMPED DUGAN 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0995'
 ES0995'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0995'DUGAN NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0995'AND IS LOCATED NORTHEAST OF THE STATION AND ABOUT 1 FOOT LOWER.
 ES0995'
 ES0995'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0995'DUGAN NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0995'AND IS LOCATED EAST-SOUTHEAST OF THE STATION AND ABOUT 1/2 FOOT
 ES0995'HIGHER.
 ES0995'
 ES0995'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED DUGAN
 ES0995'1946, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 ES0995'14 INCHES ABOVE THE GROUND, AND IS LOCATED WEST OF THE STATION
 ES0995'AND 7 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 ES0995
 ES0995                          STATION RECOVERY (1966)
 ES0995
 ES0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0995'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.
 ES0995'
 ES0995'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0360 ***********************************************************************
 ES0360  DESIGNATION -  DUGAS
 ES0360  PID         -  ES0360
 ES0360  STATE/COUNTY-  AZ/YAVAPAI
 ES0360  USGS QUAD   -  DUGAS (1967)
 ES0360
 ES0360                         *CURRENT SURVEY CONTROL
 ES0360  ___________________________________________________________________
 ES0360* NAD 83(1992)-  34 21 14.17645(N)    111 55 31.86212(W)     ADJUSTED  
 ES0360* NAVD 88     -      1407.55   (+/-2cm)    4617.9    (feet)  VERTCON   
 ES0360  ___________________________________________________________________
 ES0360  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0360  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0360
 ES0360  HORZ ORDER  -  SECOND
 ES0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0360
 ES0360.The horizontal coordinates were established by classical geodetic methods
 ES0360.and adjusted by the National Geodetic Survey in August 1993..
 ES0360
 ES0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0360.The vertical order pertains to the NGVD 29 superseded value.
 ES0360
 ES0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0360
 ES0360.The geoid height was determined by GEOID03.
 ES0360
 ES0360;                    North         East     Units Scale Factor Converg.
 ES0360;SPC AZ C     -   371,910.729   212,545.829   MT  0.99990001   -0 00 18.0
 ES0360;SPC AZ C     - 1,220,179.56    697,328.84   iFT  0.99990001   -0 00 18.0
 ES0360;UTM  12      - 3,801,788.990   414,885.247   MT  0.99968930   -0 31 20.3
 ES0360
 ES0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0360!SPC AZ C     -   0.99978322  x   0.99990001  =   0.99968325
 ES0360!UTM  12      -   0.99978322  x   0.99968930  =   0.99947259
 ES0360
 ES0360|---------------------------------------------------------------------|
 ES0360| PID    Reference Object                     Distance      Geod. Az  |
 ES0360|                                                           dddmmss.s |
 ES0360| ES0362 DUGAS RM 1                           11.665 METERS 03940     |
 ES0360| ES0364 DUGAS AZ MK                                        1183917.3 |
 ES0360| ES0361 DUGAS RM 2                            9.424 METERS 28708     |
 ES0360|---------------------------------------------------------------------|
 ES0360
 ES0360                          SUPERSEDED SURVEY CONTROL
 ES0360
 ES0360  NAD 83(1986)-  34 21 14.17244(N)    111 55 31.86125(W) AD(       ) 2
 ES0360  NAD 27      -  34 21 14.06800(N)    111 55 29.31300(W) AD(       ) 2
 ES0360  NGVD 29 (??/??/92) 1406.808  (m)         4615.50   (f) ADJ UNCH    2 0
 ES0360
 ES0360.Superseded values are not recommended for survey control.
 ES0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0360.See file dsdata.txt to determine how the superseded data were derived.
 ES0360
 ES0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1488501789(NAD 83)
 ES0360_MARKER: DS = TRIANGULATION STATION DISK
 ES0360_SETTING: 66 = SET IN ROCK OUTCROP
 ES0360_SP_SET: RIDGE
 ES0360_STAMPING: DUGAS 1946
 ES0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0360+STABILITY: POSITION/ELEVATION WELL
 ES0360
 ES0360  HISTORY     - Date     Condition        Report By
 ES0360  HISTORY     - 1946     MONUMENTED       CGS
 ES0360  HISTORY     - 1952     GOOD             NGS
 ES0360  HISTORY     - 1958     GOOD             CGS
 ES0360  HISTORY     - 1966     GOOD             USGS
 ES0360
 ES0360                          STATION DESCRIPTION
 ES0360
 ES0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0360'STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF CAMP VERDE,
 ES0360'18 MILES EAST OF MAYER, AND 17 MILES NORTHEAST OF BUMBLEBEE,
 ES0360'AND ABOUT 3-1/4 MILES EAST OF THE DUGAS POST OFFICE AT THE DUGAS
 ES0360'RANCH.  IT IS ON THE RIDGE BETWEEN SYCAMORE AND WILLOW CREEKS,
 ES0360'ABOUT 200 YARDS NORTH OF THE OLD ROAD LEADING FROM DUGAS TO VERDE
 ES0360'SPRINGS.
 ES0360'
 ES0360'TO REACH FROM THE POST OFFICE IN MAYER GO SOUTHERLY ON THE PHOENIX
 ES0360'ROAD FOR 1.5 MILES, OR 0.3 MILE BEYOND RAILROAD CROSSING, AND
 ES0360'TURN LEFT AS PER SIGN DUGAS 19.  GO 3.4 MILES AND TAKE LEFT FORK.
 ES0360'GO 6.9 MILES AND KEEP RIGHT AT REVERSE FORK.  GO 7.7 MILES TO
 ES0360'DUGAS RANCH HOUSE JUST AFTER CROSSING WASH.  THIS IS THE DUGAS
 ES0360'POST OFFICE.  CONTINUE 0.6 MILE AND TAKE LEFT FORK AS PER SIGN
 ES0360'DOUBLE T RANCH 9.  GO 1.9 MILES AND TAKE RIGHT FORK AS PER SIGN
 ES0360'DOUBLE T RANCH 7.  GO 1.7 MILES, THENCE TURN LEFT OFF ROAD AND
 ES0360'GO CROSS-COUNTRY 0.1 MILE TO TOP OF RIDGE AND STATION.
 ES0360'
 ES0360'STATION IS ABOUT 100 YARDS SOUTH OF POWER LINE, 40 YARDS SOUTH
 ES0360'OF TRIANGULAR BLAZE ON TELEPHONE POLE, 51 FEET NORTHEAST OF
 ES0360'BLAZED TREE AND 10.8 FEET SOUTHEAST OF WHITE WITNESS POST.  IT
 ES0360'IS MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED DUGAS
 ES0360'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 ES0360'THE GROUND.
 ES0360'
 ES0360'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION--A STANDARD
 ES0360'REFERENCE MARK DISK, STAMPED DUGAS NO 1 1946, SET IN A DRILL HOLE
 ES0360'IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH IS FLUSH
 ES0360'WITH THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 ES0360'
 ES0360'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION--A STANDARD
 ES0360'REFERENCE MARK DISK, STAMPED DUGAS NO 2 1946, SET IN A DRILL HOLE
 ES0360'IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH PROJECTS
 ES0360'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES HIGHER THAN
 ES0360'THE STATION.
 ES0360'
 ES0360'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION ABOUT 1/2
 ES0360'MILE--A STANDARD AZIMUTH MARK DISK, STAMPED DUGAS 1946, SET IN A
 ES0360'DRILL HOLE IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH
 ES0360'PROJECTS ABOUT 8 INCHES.  IT IS ABOUT 50 YARDS NORTHWEST OF
 ES0360'HIGHEST POINT OF HILL AND 28 FEET NORTH-NORTHEAST OF WHITE
 ES0360'WITNESS POST.
 ES0360
 ES0360                          STATION RECOVERY (1952)
 ES0360
 ES0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ES0360'3.9 MI E FROM DUGAS.
 ES0360'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0360'MILE ACROSS COUNTRY, ON TOP OF A RIDGE NORTH OF THE ROAD, 112 FEET
 ES0360'SOUTH OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE, 51.5 FEET NORTHEAST
 ES0360'OF A BLAZED TREE, AND 11.0 FEET SOUTHEAST OF A WITNESS POST.
 ES0360
 ES0360                          STATION RECOVERY (1958)
 ES0360
 ES0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES0360'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.
 ES0360'
 ES0360'FROM THE POST OFFICE AT MYERS, GO SOUTHEAST ON ARIZONA STATE
 ES0360'HIGHWAY 69 9.0 MILES TO THE JUNCTION OF STATE HIGHWAY 79, AT
 ES0360'CORDES JUNCTION.  GO LEFT, NORTHEAST, ON STATE HIGHWAY 79 FOR 6.1
 ES0360'MILES TO A CROSS ROAD.  TURN RIGHT, EAST, AS PER SIGN
 ES0360'DUGAS-SYCAMORE RANGER STA., AND FOLLOW THE GRADED ROAD EAST FOR
 ES0360'7.1 MILES TO DUGAS.  CONTINUE EAST ON THE GRADED ROAD 0.6 MILE
 ES0360'TO A T-ROAD.  TAKE THE LEFT FORK AS PER SIGN DOUBLE T RANCH 9.
 ES0360'GO 2.0 MILES AND TAKE THE RIGHT FORK AS PER SIGN DOUBLE T
 ES0360'RANCH 7.  GO 1.6 MILES.  TURN LEFT, NORTH, AND GO ACROSS COUNTRY
 ES0360'FOR 0.1 MILE TO STATION.
 ES0360
 ES0360                          STATION RECOVERY (1966)
 ES0360
 ES0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0360'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  AN
 ES0360'ERROR WAS FOUND IN THE MEASUREMENT OF RM 1.  ERROR IS IN
 ES0360'TRANSFORMATION OF METERS TO FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0364 ***********************************************************************
 ES0364  DESIGNATION -  DUGAS AZ MK
 ES0364  PID         -  ES0364
 ES0364  STATE/COUNTY-  AZ/YAVAPAI
 ES0364  USGS QUAD   -  DUGAS (1967)
 ES0364
 ES0364                         *CURRENT SURVEY CONTROL
 ES0364  ___________________________________________________________________
 ES0364* NAD 83(1986)-  34 20 57.     (N)    111 54 54.     (W)     SCALED    
 ES0364* NAVD 88     -      1434.70   (+/-2cm)    4707.0    (feet)  VERTCON   
 ES0364  ___________________________________________________________________
 ES0364  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ES0364
 ES0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0364
 ES0364.The horizontal coordinates were scaled from a topographic map and have
 ES0364.an estimated accuracy of +/- 6 seconds.
 ES0364
 ES0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0364.The vertical order pertains to the NGVD 29 superseded value.
 ES0364
 ES0364.The geoid height was determined by GEOID03.
 ES0364
 ES0364;                    North         East    Units  Estimated Accuracy
 ES0364;SPC AZ C     -   371,380.      213,510.      MT  (+/- 180 meters Scaled)
 ES0364
 ES0364                          SUPERSEDED SURVEY CONTROL
 ES0364
 ES0364  NGVD 29 (??/??/92) 1433.956  (m)         4704.57   (f) ADJ UNCH    2 0
 ES0364
 ES0364.Superseded values are not recommended for survey control.
 ES0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0364.See file dsdata.txt to determine how the superseded data were derived.
 ES0364
 ES0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD158012(NAD 83)
 ES0364_MARKER: DZ = AZIMUTH MARK DISK
 ES0364_SETTING: 66 = SET IN ROCK OUTCROP
 ES0364_SP_SET: ROCK OUTCROP
 ES0364_STAMPING: DUGAS 1946
 ES0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0364+STABILITY: POSITION/ELEVATION WELL
 ES0364
 ES0364  HISTORY     - Date     Condition        Report By
 ES0364  HISTORY     - 1946     MONUMENTED       CGS
 ES0364  HISTORY     - 1952     GOOD             NGS
 ES0364
 ES0364                          STATION DESCRIPTION
 ES0364
 ES0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0364'4.4 MI E FROM DUGAS.
 ES0364'4.4 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, IN TOP OF A
 ES0364'3-FOOT ROCK OUTCROP PROJECTING 0.8 FOOT ABOVE THE GROUND, ABOUT 14
 ES0364'FEET LOWER THAN THE TOP OF THE HILL ON THE NORTH SLOPE, 0.2 MILE EAST
 ES0364'OF A ROAD JUNCTION LEADING SOUTH, 299 FEET SOUTH OF THE CENTER LINE OF
 ES0364'THE ROAD (SLOPING DISTANCE), 280 FEET SOUTH OF A WITNESS POST SET 19
 ES0364'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH OF A WITNESS
 ES0364'POST AT THE TOP OF A HILL, HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0362 ***********************************************************************
 ES0362  DESIGNATION -  DUGAS RM 1
 ES0362  PID         -  ES0362
 ES0362  STATE/COUNTY-  AZ/YAVAPAI
 ES0362  USGS QUAD   -  DUGAS (1967)
 ES0362
 ES0362                         *CURRENT SURVEY CONTROL
 ES0362  ___________________________________________________________________
 ES0362* NAD 83(1992)-  34 21 14.46784(N)    111 55 31.57073(W)     ADJUSTED  
 ES0362* NAVD 88     -      1407.42   (+/-2cm)    4617.5    (feet)  VERTCON   
 ES0362  ___________________________________________________________________
 ES0362  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0362  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0362
 ES0362  HORZ ORDER  -  THIRD
 ES0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0362
 ES0362.The horizontal coordinates were established by classical geodetic methods
 ES0362.and adjusted by the National Geodetic Survey in August 1993..
 ES0362.No horizontal observational check was made to the station.
 ES0362
 ES0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0362.The vertical order pertains to the NGVD 29 superseded value.
 ES0362
 ES0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0362
 ES0362.The geoid height was determined by GEOID03.
 ES0362
 ES0362;                    North         East     Units Scale Factor Converg.
 ES0362;SPC AZ C     -   371,919.707   212,553.275   MT  0.99990001   -0 00 17.8
 ES0362;SPC AZ C     - 1,220,209.01    697,353.26   iFT  0.99990001   -0 00 17.8
 ES0362;UTM  12      - 3,801,797.898   414,892.773   MT  0.99968928   -0 31 20.1
 ES0362
 ES0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0362!SPC AZ C     -   0.99978324  x   0.99990001  =   0.99968327
 ES0362!UTM  12      -   0.99978324  x   0.99968928  =   0.99947259
 ES0362
 ES0362                          SUPERSEDED SURVEY CONTROL
 ES0362
 ES0362  NAD 83(1992)-  34 21 14.46402(N)    111 55 31.56961(W) AD(       ) 3
 ES0362  NGVD 29 (??/??/92) 1406.683  (m)         4615.09   (f) ADJ UNCH    2 0
 ES0362
 ES0362.Superseded values are not recommended for survey control.
 ES0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0362.See file dsdata.txt to determine how the superseded data were derived.
 ES0362
 ES0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1489301798(NAD 83)
 ES0362_MARKER: DR = REFERENCE MARK DISK
 ES0362_SETTING: 80 = SET IN A BOULDER
 ES0362_SP_SET: BOULDER
 ES0362_STAMPING: DUGAS NO. 1 1946
 ES0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0362+STABILITY: SURFACE MOTION
 ES0362
 ES0362  HISTORY     - Date     Condition        Report By
 ES0362  HISTORY     - 1946     MONUMENTED       CGS
 ES0362  HISTORY     - 1952     GOOD             NGS
 ES0362
 ES0362                          STATION DESCRIPTION
 ES0362
 ES0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0362'3.9 MI E FROM DUGAS.
 ES0362'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0362'MILE NORTH ACROSS COUNTRY, IN TOP OF A 0.8-FOOT BY 1.3-FOOT BOULDER,
 ES0362'38.2 FEET NORTHEAST OF THE STATION (11.645 M), AND ABOUT 1 FOOT LOWER
 ES0362'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0361 ***********************************************************************
 ES0361  DESIGNATION -  DUGAS RM 2
 ES0361  PID         -  ES0361
 ES0361  STATE/COUNTY-  AZ/YAVAPAI
 ES0361  USGS QUAD   -  DUGAS (1967)
 ES0361
 ES0361                         *CURRENT SURVEY CONTROL
 ES0361  ___________________________________________________________________
 ES0361* NAD 83(1992)-  34 21 14.26653(N)    111 55 32.21454(W)     ADJUSTED  
 ES0361* NAVD 88     -      1407.47   (+/-2cm)    4617.7    (feet)  VERTCON   
 ES0361  ___________________________________________________________________
 ES0361  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0361  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0361
 ES0361  HORZ ORDER  -  THIRD
 ES0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0361
 ES0361.The horizontal coordinates were established by classical geodetic methods
 ES0361.and adjusted by the National Geodetic Survey in August 1993..
 ES0361.No horizontal observational check was made to the station.
 ES0361
 ES0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0361.The vertical order pertains to the NGVD 29 superseded value.
 ES0361
 ES0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0361
 ES0361.The geoid height was determined by GEOID03.
 ES0361
 ES0361;                    North         East     Units Scale Factor Converg.
 ES0361;SPC AZ C     -   371,913.505   212,536.823   MT  0.99990001   -0 00 18.2
 ES0361;SPC AZ C     - 1,220,188.66    697,299.29   iFT  0.99990001   -0 00 18.2
 ES0361;UTM  12      - 3,801,791.847   414,876.269   MT  0.99968932   -0 31 20.5
 ES0361
 ES0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0361!SPC AZ C     -   0.99978323  x   0.99990001  =   0.99968327
 ES0361!UTM  12      -   0.99978323  x   0.99968932  =   0.99947262
 ES0361
 ES0361                          SUPERSEDED SURVEY CONTROL
 ES0361
 ES0361  NAD 83(1992)-  34 21 14.26254(N)    111 55 32.21369(W) AD(       ) 3
 ES0361  NGVD 29 (??/??/92) 1406.737  (m)         4615.27   (f) ADJ UNCH    2 0
 ES0361
 ES0361.Superseded values are not recommended for survey control.
 ES0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0361.See file dsdata.txt to determine how the superseded data were derived.
 ES0361
 ES0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1487601792(NAD 83)
 ES0361_MARKER: DR = REFERENCE MARK DISK
 ES0361_SETTING: 80 = SET IN A BOULDER
 ES0361_SP_SET: BOULDER
 ES0361_STAMPING: DUGAS NO. 2 1946
 ES0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0361+STABILITY: SURFACE MOTION
 ES0361
 ES0361  HISTORY     - Date     Condition        Report By
 ES0361  HISTORY     - 1946     MONUMENTED       CGS
 ES0361  HISTORY     - 1952     GOOD             NGS
 ES0361
 ES0361                          STATION DESCRIPTION
 ES0361
 ES0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0361'3.9 MI E FROM DUGAS.
 ES0361'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0361'MILE NORTH ACROSS COUNTRY, IN THE TOP OF A 1.2-FOOT BY 2-FOOT BOULDER
 ES0361'EMBEDDED IN THE GROUND PROJECTING 0.4 FOOT, 30.9 FEET WEST OF THE
 ES0361'STATION (9.425 M), AND ABOUT 6 INCHES HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1026 ***********************************************************************
 FS1026  DESIGNATION -  DUKE
 FS1026  PID         -  FS1026
 FS1026  STATE/COUNTY-  AZ/MOHAVE
 FS1026  USGS QUAD   -  SENATOR MOUNTAIN NE (1989)
 FS1026
 FS1026                         *CURRENT SURVEY CONTROL
 FS1026  ___________________________________________________________________
 FS1026* NAD 83(1992)-  35 53 26.35201(N)    114 15 41.49238(W)     ADJUSTED  
 FS1026* NAVD 88     -      1175.5    (meters)    3857.     (feet)  VERTCON   
 FS1026  ___________________________________________________________________
 FS1026  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 FS1026  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FS1026
 FS1026  HORZ ORDER  -  FIRST
 FS1026
 FS1026.The horizontal coordinates were established by classical geodetic methods
 FS1026.and adjusted by the National Geodetic Survey in August 1993..
 FS1026
 FS1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1026
 FS1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1026
 FS1026.The geoid height was determined by GEOID03.
 FS1026
 FS1026;                    North         East     Units Scale Factor Converg.
 FS1026;SPC AZ W     -   542,520.155   167,178.260   MT  0.99995960   -0 17 59.6
 FS1026;SPC AZ W     - 1,779,921.77    548,485.10   iFT  0.99995960   -0 17 59.6
 FS1026;UTM  11      - 3,975,284.929   747,182.125   MT  1.00035294   +1 36 22.4
 FS1026
 FS1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1026!SPC AZ W     -   0.99981986  x   0.99995960  =   0.99977947
 FS1026!UTM  11      -   0.99981986  x   1.00035294  =   1.00017274
 FS1026
 FS1026:                Primary Azimuth Mark                     Grid Az
 FS1026:SPC AZ W     -  GOLD BUTTE                               002 31 11.3
 FS1026:UTM  11      -  GOLD BUTTE                               000 36 49.3
 FS1026
 FS1026|---------------------------------------------------------------------|
 FS1026| PID    Reference Object                     Distance      Geod. Az  |
 FS1026|                                                           dddmmss.s |
 FS1026| GR1837 GOLD BUTTE                          APPROX.28.7 KM 0021311.7 |
 FS1026| CC4676 DUKE RM 1                             8.761 METERS 04727     |
 FS1026| CC4677 DUKE RM 2                            11.134 METERS 12245     |
 FS1026| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 7.9 KM 2201318.2 |
 FS1026| FS1034 SQUAW PEAK HIGH POINT               APPROX.14.9 KM 2721056.5 |
 FS1026|---------------------------------------------------------------------|
 FS1026
 FS1026                          SUPERSEDED SURVEY CONTROL
 FS1026
 FS1026  NAD 83(1986)-  35 53 26.34480(N)    114 15 41.48824(W) AD(       ) 1
 FS1026  NAD 27      -  35 53 26.38800(N)    114 15 38.61700(W) AD(       ) 1
 FS1026  NGVD 29 (07/19/86) 1174.8    (m)         3854.     (f) VERT ANG       
 FS1026
 FS1026.Superseded values are not recommended for survey control.
 FS1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1026.See file dsdata.txt to determine how the superseded data were derived.
 FS1026
 FS1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4718275285(NAD 83)
 FS1026_MARKER: DS = TRIANGULATION STATION DISK
 FS1026_SETTING: 66 = SET IN ROCK OUTCROP
 FS1026
 FS1026  HISTORY     - Date     Condition        Report By
 FS1026  HISTORY     - 1935     MONUMENTED       CGS
 FS1026  HISTORY     - 1950     GOOD             CGS
 FS1026
 FS1026                          STATION DESCRIPTION
 FS1026
 FS1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1026'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN LYING N OF
 FS1026'THE GOLD BASIN, AND THE DUKE-REED MINING COMPANY PLACER MINE.
 FS1026'IT IS THE WESTERN AND SLIGHTLY HIGHER OF TWO PEAKS OF NEARLY
 FS1026'THE SAME ELEVATION, ABOUT 7 MILES (AIR LINE) S OF THE COLORADO
 FS1026'RIVER CANYON.  THE MOST NORTHERLY EXCEPT ONE OF THE MOUNTAINS
 FS1026'LYING W OF THE WALLAPAI WASH, ABOUT 1-3/4 MILES (AIR LINE) DUE
 FS1026'N OF THE DUKE-REED MINING CAMP.
 FS1026'
 FS1026'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 FS1026'DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1026'
 FS1026'TO REACH FROM CHLORIDE GO N ON THE BOULDER DAM ROAD FOR 13.4
 FS1026'MILES, TURN RIGHT ON THE PATTERSON WELL ROAD, GO 16.1 MILES
 FS1026'TAKE RIGHT FORK, GO 6.3 MILES TO A CROSSROADS, TURN LEFT N
 FS1026'DOWN THE WALLAPAI WASH AND FOLLOW THE WASH FOR 6.8 MILES, TURN
 FS1026'LEFT LEAVING THE WASH, GO 2.5 MILES, TAKE RIGHT FORK, GO 1.5
 FS1026'MILES AND BEAR TO THE RIGHT, GO 0.1 MILE AND TAKE RIGHT FORK, GO
 FS1026'0.2 MILE, TURN LEFT UP A WASH.  FOLLOW WASH 1.3 MILES, TURN
 FS1026'RIGHT OUT OF THE WASH AT SIGN DUKE-REED, FOLLOW THE ROAD 2.3
 FS1026'MILES TO THE DUKE-REED CAMP AT THE END OF THE ROAD.  TRUCK
 FS1026'MAY BE DRIVEN CLOSER TO THE STATION BY FOLLOWING DOWN THE
 FS1026'WASH FOR 1/2 MILE, THEN TURNING LEFT AND DRIVING AS FAR AS
 FS1026'POSSIBLE TOWARD THE STATION.  IT IS A 20-MINUTE PACK.
 FS1026
 FS1026                          STATION RECOVERY (1950)
 FS1026
 FS1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1026'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1026'AND FOUND TO BE AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 FS1026'
 FS1026'THE DUKE-REED MINING COMPANY PLACER MINE IS NOW NON-EXSISTANT.
 FS1026'
 FS1026'REFERENCE MARK NO. 1 IS 8.761 MTRS, 28.75 FEET NE INSTEAD OF
 FS1026'8.772 MTRS. N.
 FS1026'
 FS1026'REFERENCE MARK NO. 2 IS 11.134 MTRS., 36.52 FEET, ESE INSTEAD
 FS1026'OF 11.138 MTRS., E.
 FS1026'
 FS1026'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--FROM THE JUNCTION
 FS1026'OF STATE HIGHWAY 62 (CHLORIDE ROAD) AND U.S. HIGHWAY 93-466
 FS1026'WHICH IS 19 MILES NORTHWEST OF THE DEPOT IN KINGMAN, GO NORTH
 FS1026'TOWARD HOOVER (BOULDER) DAM FOR 10.9 MILES TO A BLADED ROAD
 FS1026'RIGHT AND SIGN PIERCES FERRY 52.  TURN RIGHT AND FOLLOW THE
 FS1026'PIERCES FERRY ROAD FOR 6.1 MILES TO A CATTLE GUARD AND RANCH
 FS1026'BUILDINGS ON THE LEFT.  CONTINUE EAST AND NORTH 10.1 MILES TO
 FS1026'A Y-INTERSECTION.  TAKE THE LEFT FORK NORTHERLY 3.5 MILES TO
 FS1026'A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A WIRE
 FS1026'GATE.  PASS THROUGH GATE AND CONTINUE NORTH AND WEST 2.0
 FS1026'MILES TO CROSS ROADS.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A
 FS1026'BOARD GATE.  PASS THROUGH AND CONTINUE NORTHERLY 4.3 MILES TO A
 FS1026'Y-JUNCTION AT OLD MINE TAILINGS.  TAKE LEFT FORK FOR 0.1
 FS1026'MILE TO FORKS.  TAKE THE RIGHT FORK 0.1 MILE TO Y-JUNCTION.
 FS1026'TAKE THE LEFT FORK 5.5 MILES TO A Y-JUNCTION.  TAKE THE LEFT
 FS1026'FORK 0.7 MILE TO AN ABANDONED RANCH SITE ON RIGHT.  KEEP
 FS1026'STRAIGHT AHEAD FOR 0.3 MILE TO Y-JUNCTION.  TAKE THE LEFT FORK
 FS1026'OUT OF WASH FOR 0.1 MILE TO Y-JUNCTION.  TAKE THE LEFT
 FS1026'FORK FOR 0.5 MILE TO STATION RANGE 1935 (AZI. MARK) ON
 FS1026'THE LEFT.  CONTINUE WEST AND NORTH FOR 0.5 TO A SMALL FLAT
 FS1026'OPEN ARETAKE TRACK ROAD LEFT, WEST THENCE NORTH FOR 1.2
 FS1026'MILE.  TURN RIGHT OFF THE ROAD AND GO ACROSS COUNTRY
 FS1026'NORTHEAST ABOUT 1.0 MILE TO THE FOOT OF A HIGH RIDGE AND THE
 FS1026'END OF TRUCK TRAVEL.  A 4 WHEEL DRIVE CAN BE DRIVEN FROM
 FS1026'HERE TO THE STATION.  GO NORTHEAST UP FAIRLY STEEP SMOOTH
 FS1026'RIDGE TO THE CREST THENCE EASTERLY ALONG THE TOP TO THE
 FS1026'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0851 ***********************************************************************
 ES0851  DESIGNATION -  DUKE
 ES0851  PID         -  ES0851
 ES0851  STATE/COUNTY-  AZ/COCONINO
 ES0851  USGS QUAD   -  QUAYLE HILL (1971)
 ES0851
 ES0851                         *CURRENT SURVEY CONTROL
 ES0851  ___________________________________________________________________
 ES0851* NAD 83(1992)-  34 41 42.14830(N)    111 06 26.05775(W)     ADJUSTED  
 ES0851* NAVD 88     -      2008.2    (meters)    6589.     (feet)  VERTCON   
 ES0851  ___________________________________________________________________
 ES0851  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 ES0851  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0851
 ES0851  HORZ ORDER  -  SECOND
 ES0851
 ES0851.The horizontal coordinates were established by classical geodetic methods
 ES0851.and adjusted by the National Geodetic Survey in August 1993..
 ES0851
 ES0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0851
 ES0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0851
 ES0851.The geoid height was determined by GEOID03.
 ES0851
 ES0851;                    North         East     Units Scale Factor Converg.
 ES0851;SPC AZ C     -   410,044.320   287,517.791   MT  0.99996776   +0 27 38.7
 ES0851;SPC AZ C     - 1,345,289.76    943,299.84   iFT  0.99996776   +0 27 38.7
 ES0851;UTM  12      - 3,839,230.374   490,178.162   MT  0.99960119   -0 03 39.7
 ES0851
 ES0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0851!SPC AZ C     -   0.99968857  x   0.99996776  =   0.99965634
 ES0851!UTM  12      -   0.99968857  x   0.99960119  =   0.99928988
 ES0851
 ES0851:                Primary Azimuth Mark                     Grid Az
 ES0851:SPC AZ C     -  TANKS                                    015 55 21.5
 ES0851:UTM  12      -  TANKS                                    016 26 39.9
 ES0851
 ES0851|---------------------------------------------------------------------|
 ES0851| PID    Reference Object                     Distance      Geod. Az  |
 ES0851|                                                           dddmmss.s |
 ES0851| ES0881 TANKS                               APPROX. 0.6 KM 0162300.2 |
 ES0851| ES0855 FOURTEEN                            APPROX. 0.8 KM 2115845.2 |
 ES0851|---------------------------------------------------------------------|
 ES0851
 ES0851                          SUPERSEDED SURVEY CONTROL
 ES0851
 ES0851  NAD 83(1986)-  34 41 42.14274(N)    111 06 26.06076(W) AD(       ) 2
 ES0851  NGVD 29 (07/10/87) 2007.2    (m)         6585.     (f) VERT ANG       
 ES0851
 ES0851.Superseded values are not recommended for survey control.
 ES0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0851.See file dsdata.txt to determine how the superseded data were derived.
 ES0851
 ES0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9017839230(NAD 83)
 ES0851_MARKER: DS = TRIANGULATION STATION DISK
 ES0851_SETTING: 80 = SET IN A BOULDER
 ES0851_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0851+STABILITY: SURFACE MOTION
 ES0851
 ES0851  HISTORY     - Date     Condition        Report By
 ES0851  HISTORY     - 1981     MONUMENTED       AZDT
 ES0851
 ES0851                          STATION DESCRIPTION
 ES0851
 ES0851'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0851'THE STATION IS LOCATED 7 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0851'STATION ALONG ARIZONA HIGHWAY 87.
 ES0851'
 ES0851'THE STATION MARK IS AN AZDT DISK STAMPED---DUKE 1981---SET IN A
 ES0851'DRILL HOLE IN A BOULDER 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0851'AND 3.5 FEET NORTHWEST OF A CAIRN.
 ES0851'
 ES0851'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0851'
 ES0851'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0851'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.
 ES0851'CONTINUE NORTH ALONG HIGHWAY FOR 9.3 MILES TO THE STATION ON THE LEFT
 ES0851'AT MILEPOST 308.95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1201 ***********************************************************************
 CZ1201  DESIGNATION -  DUKES
 CZ1201  PID         -  CZ1201
 CZ1201  STATE/COUNTY-  AZ/PINAL
 CZ1201  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1201
 CZ1201                         *CURRENT SURVEY CONTROL
 CZ1201  ___________________________________________________________________
 CZ1201* NAD 83(1992)-  32 49 44.07258(N)    111 55 47.14977(W)     ADJUSTED  
 CZ1201* NAVD 88     -       411.95   (+/-2cm)    1351.5    (feet)  VERTCON   
 CZ1201  ___________________________________________________________________
 CZ1201  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CZ1201  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1201
 CZ1201  HORZ ORDER  -  SECOND
 CZ1201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1201
 CZ1201.The horizontal coordinates were established by classical geodetic methods
 CZ1201.and adjusted by the National Geodetic Survey in August 1993..
 CZ1201
 CZ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1201.The vertical order pertains to the NGVD 29 superseded value.
 CZ1201
 CZ1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1201
 CZ1201.The geoid height was determined by GEOID03.
 CZ1201
 CZ1201;                    North         East     Units Scale Factor Converg.
 CZ1201;SPC AZ C     -   202,779.027   212,133.794   MT  0.99990002   -0 00 25.6
 CZ1201;SPC AZ C     -   665,285.52    695,977.01   iFT  0.99990002   -0 00 25.6
 CZ1201;UTM  12      - 3,632,702.856   412,976.505   MT  0.99969338   -0 30 14.7
 CZ1201
 CZ1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1201!SPC AZ C     -   0.99994011  x   0.99990002  =   0.99984013
 CZ1201!UTM  12      -   0.99994011  x   0.99969338  =   0.99963350
 CZ1201
 CZ1201:                Primary Azimuth Mark                     Grid Az
 CZ1201:SPC AZ C     -  DUKES AZ MK                              001 15 22.4
 CZ1201:UTM  12      -  DUKES AZ MK                              001 45 11.5
 CZ1201
 CZ1201|---------------------------------------------------------------------|
 CZ1201| PID    Reference Object                     Distance      Geod. Az  |
 CZ1201|                                                           dddmmss.s |
 CZ1201| CH5102 DUKES AZ MK                                        0011456.8 |
 CZ1201| CZ1199 DUKES RM 1                            8.070 METERS 00214     |
 CZ1201| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX. 6.6 KM 0171839.8 |
 CZ1201| CZ1200 DUKES RM 2                            7.930 METERS 28730     |
 CZ1201|---------------------------------------------------------------------|
 CZ1201
 CZ1201                          SUPERSEDED SURVEY CONTROL
 CZ1201
 CZ1201  NAD 83(1986)-  32 49 44.06547(N)    111 55 47.15051(W) AD(       ) 2
 CZ1201  NAD 27      -  32 49 43.87580(N)    111 55 44.67620(W) AD(       ) 2
 CZ1201  NGVD 29 (??/??/92)  411.348  (m)         1349.56   (f) ADJ UNCH    2 0
 CZ1201
 CZ1201.Superseded values are not recommended for survey control.
 CZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1201.See file dsdata.txt to determine how the superseded data were derived.
 CZ1201
 CZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1297732703(NAD 83)
 CZ1201_MARKER: DS = TRIANGULATION STATION DISK
 CZ1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1201_SP_SET: STOVEPIPE
 CZ1201_STAMPING: DUKES 1960
 CZ1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1201
 CZ1201  HISTORY     - Date     Condition        Report By
 CZ1201  HISTORY     - 1960     MONUMENTED       CGS
 CZ1201  HISTORY     - 1960     GOOD             CGS
 CZ1201  HISTORY     - 1965     POOR             USGS
 CZ1201  HISTORY     - 1966     GOOD             AMS
 CZ1201  HISTORY     - 1971     POOR             NGS
 CZ1201
 CZ1201                          STATION DESCRIPTION
 CZ1201
 CZ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1201'THE STATION IS LOCATED ON A SMALL SAND DUNE ABOUT 10 MILES
 CZ1201'SOUTHWEST OF CASA GRANDE AND 4 MILES SOUTHEAST OF STANFIELD.
 CZ1201'
 CZ1201'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE GO WEST
 CZ1201'ON ARIZONA STATE HIGHWAY 84 TOWARD GILA BEND FOR 7.4 MILES
 CZ1201'TO RUSSELL ROAD.  TURN LEFT AND FOLLOW SOUTH RUSSELL ROAD FOR
 CZ1201'3.7 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 1.0 MILE
 CZ1201'TO AN INTERSECTION, TURN RIGHT AND GO 0.2 MILE TO THE DUNE AND
 CZ1201'THE STATION ON THE LEFT.
 CZ1201'
 CZ1201'THE STATION MARK IS A STANDARD DISK STAMPED DUKES 1960, SET
 CZ1201'IN A CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 6 INCHES
 CZ1201'AND IS 2.4 FEET SOUTH OF A WITNESS POST.
 CZ1201'
 CZ1201'R.M. 1 IS A STANDARD DISK STAMPED DUKES NO 1 1960, SET IN A
 CZ1201'CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 4 INCHES AND IS
 CZ1201'26.5 FEET NORTH OF THE WITNESS POST.
 CZ1201'
 CZ1201'R.M. 2 IS A STANDARD DISK STAMPED DUKES NO 2 1960, SET IN A
 CZ1201'CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 3 INCHES AND IS
 CZ1201'25.9 FEET WEST OF THE WITNESS POST.
 CZ1201'
 CZ1201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUKES 1960, SET
 CZ1201'IN A CONCRETE-FILLED 6-INCH STOVEPIPE THAT IS FLUSH.  IT IS 50
 CZ1201'FEET WEST OF THE CENTER OF A BLADED ROAD AND 1 FOOT EAST OF A
 CZ1201'CORNER FENCE POST.  REACHED FROM THE STATION BY GOING NORTH ON
 CZ1201'THE BLADED ROAD FOR 0.5 MILE TO THE FENCE CORNER AND MARK ON
 CZ1201'THE LEFT.
 CZ1201
 CZ1201                          STATION RECOVERY (1960)
 CZ1201
 CZ1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ1201'12.3 MI SW FROM CASA GRANDE.
 CZ1201'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM POST OFFICE AT CASA GRANDE,
 CZ1201'THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST ALONG
 CZ1201'DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 2.4 FEET SOUTH
 CZ1201'OF THE WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED
 CZ1201'STOVEPIPE THAT PROJECTS 6 INCHES.
 CZ1201
 CZ1201                          STATION RECOVERY (1965)
 CZ1201
 CZ1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1201'STATION WAS DISTRUBED DURING RECENT CONSTRUCTION OF A NEARBY
 CZ1201'INTERSTATE ROUTE.  ROAD EXCAVATION HAS LEFT THE MONUMENT PARTIALLY
 CZ1201'EXPOSED AND LOOSE.
 CZ1201
 CZ1201                          STATION RECOVERY (1966)
 CZ1201
 CZ1201'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 CZ1201'THE STATION MARK AND R.M.S WERE RECOVERED IN GOOD CONDITION.
 CZ1201'THE ROAD TO AN ABANDONED BORROW PIT PASSES ALONG THE SOUTH SIDE
 CZ1201'OF THE STATION MARK AND IT IS EXPOSED ABOUT 2 FEET ON THE
 CZ1201'SOUTH SIDE OF MONUMENT FROM EROSION.
 CZ1201
 CZ1201                          STATION RECOVERY (1971)
 CZ1201
 CZ1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CZ1201'THE STATION MARK AND UNDERGROUND STATION WERE FOUND DISTURBED
 CZ1201'AND WERE REPLACED AT THIS TIME.  REFERENCE MARKS 1 AND 2 AND
 CZ1201'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CZ1201'CONDITION.
 CZ1201'
 CZ1201'THE STATION MARK IS A STANDARD DISK STAMPED, DUKES 1960 1971.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH IS REINFORCED
 CZ1201'WITH CONCRETE AT THE BASE.  THE MARK IS ALONG THE WEST BANK OF
 CZ1201'AN OLD ROAD BED AT THE TOP OF A LOW SAND DUNE.  IT IS 35 YARDS
 CZ1201'NORTH OF THE NORTH RIGHT OF WAY FENCE LINE OF INTERSTATE HIGHWAY
 CZ1201'8 AND 1 FOOT WEST OF WITNESS POST AND SIGN.
 CZ1201'
 CZ1201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DUKES NO 1 1960.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1201'6 INCHES.  IT IS ON TOP OF THE HIGHEST PART OF THE SAND DUNE,
 CZ1201'24 FEET NORTH OF THE WITNESS POST.
 CZ1201'
 CZ1201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DUKES NO 2 1960.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH PROJECTS
 CZ1201'6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION AND
 CZ1201'22 FEET WEST OF THE WITNESS POST.
 CZ1201'
 CZ1201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DUKES 1960.  IT
 CZ1201'IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH IS ABOUT 3
 CZ1201'INCHES BELOW THE GROUND SURFACE.  IT IS 50 FEET WEST OF THE
 CZ1201'BLADED ROAD AND 1 FOOT EAST OF A LARGE FENCE CORNER POST AND
 CZ1201'WITNESS SIGN.
 CZ1201'
 CZ1201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 CZ1201'AND STATE HIGHWAY 84 IN CASA GRANDE GO WEST ALONG 84 FOR 8.8
 CZ1201'MILES TO RUSSELL ROAD, CONTINUE WEST FOR 1.5 MILES TO A HIGHWAY
 CZ1201'BRIDGE, CROSS BRIDGE AND TURN LEFT ALONG GRADED ROAD FOR 3.05
 CZ1201'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG
 CZ1201'THE GRADED ROAD FOR 0.45 MILE TO A SHARP LEFT TURN IN THE
 CZ1201'ROAD.  BEAR RIGHT OFF THE BANK, TURN LEFT AND FOLLOW OLD GRADED
 CZ1201'ROAD FOR 0.1 MILE TO THE STATION.
 CZ1201'
 CZ1201'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1201'
 CZ1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CZ1201'SOUTHEAST OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1199 ***********************************************************************
 CZ1199  DESIGNATION -  DUKES RM 1
 CZ1199  PID         -  CZ1199
 CZ1199  STATE/COUNTY-  AZ/PINAL
 CZ1199  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1199
 CZ1199                         *CURRENT SURVEY CONTROL
 CZ1199  ___________________________________________________________________
 CZ1199* NAD 83(1986)-  32 49 43.     (N)    111 55 45.     (W)     SCALED    
 CZ1199* NAVD 88     -       412.25   (+/-2cm)    1352.5    (feet)  VERTCON   
 CZ1199  ___________________________________________________________________
 CZ1199  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1199
 CZ1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1199
 CZ1199.The horizontal coordinates were scaled from a topographic map and have
 CZ1199.an estimated accuracy of +/- 6 seconds.
 CZ1199
 CZ1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1199.The vertical order pertains to the NGVD 29 superseded value.
 CZ1199
 CZ1199.The geoid height was determined by GEOID03.
 CZ1199
 CZ1199;                    North         East    Units  Estimated Accuracy
 CZ1199;SPC AZ C     -   202,750.      212,190.      MT  (+/- 180 meters Scaled)
 CZ1199
 CZ1199                          SUPERSEDED SURVEY CONTROL
 CZ1199
 CZ1199  NGVD 29 (??/??/92)  411.645  (m)         1350.54   (f) ADJ UNCH    2 0
 CZ1199
 CZ1199.Superseded values are not recommended for survey control.
 CZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1199.See file dsdata.txt to determine how the superseded data were derived.
 CZ1199
 CZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB130326(NAD 83)
 CZ1199_MARKER: DR = REFERENCE MARK DISK
 CZ1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1199_SP_SET: STOVEPIPE
 CZ1199_STAMPING: DUKES NO 1 1960
 CZ1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1199
 CZ1199  HISTORY     - Date     Condition        Report By
 CZ1199  HISTORY     - 1960     MONUMENTED       CGS
 CZ1199
 CZ1199                          STATION DESCRIPTION
 CZ1199
 CZ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1199'11.1 MI SW FROM CASA GRANDE.
 CZ1199'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1199'GRANDE, THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST
 CZ1199'ALONG DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 26.5 FEET
 CZ1199'NORTH OF WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED
 CZ1199'STOVE PIPE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1200 ***********************************************************************
 CZ1200  DESIGNATION -  DUKES RM 2
 CZ1200  PID         -  CZ1200
 CZ1200  STATE/COUNTY-  AZ/PINAL
 CZ1200  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1200
 CZ1200                         *CURRENT SURVEY CONTROL
 CZ1200  ___________________________________________________________________
 CZ1200* NAD 83(1986)-  32 49 43.     (N)    111 55 45.     (W)     SCALED    
 CZ1200* NAVD 88     -       411.64   (+/-2cm)    1350.5    (feet)  VERTCON   
 CZ1200  ___________________________________________________________________
 CZ1200  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1200
 CZ1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1200
 CZ1200.The horizontal coordinates were scaled from a topographic map and have
 CZ1200.an estimated accuracy of +/- 6 seconds.
 CZ1200
 CZ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1200.The vertical order pertains to the NGVD 29 superseded value.
 CZ1200
 CZ1200.The geoid height was determined by GEOID03.
 CZ1200
 CZ1200;                    North         East    Units  Estimated Accuracy
 CZ1200;SPC AZ C     -   202,750.      212,190.      MT  (+/- 180 meters Scaled)
 CZ1200
 CZ1200                          SUPERSEDED SURVEY CONTROL
 CZ1200
 CZ1200  NGVD 29 (??/??/92)  411.044  (m)         1348.57   (f) ADJ UNCH    2 0
 CZ1200
 CZ1200.Superseded values are not recommended for survey control.
 CZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1200.See file dsdata.txt to determine how the superseded data were derived.
 CZ1200
 CZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB130326(NAD 83)
 CZ1200_MARKER: DR = REFERENCE MARK DISK
 CZ1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1200_SP_SET: STOVEPIPE
 CZ1200_STAMPING: DUKES NO 2 1960
 CZ1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1200
 CZ1200  HISTORY     - Date     Condition        Report By
 CZ1200  HISTORY     - 1960     MONUMENTED       CGS
 CZ1200
 CZ1200                          STATION DESCRIPTION
 CZ1200
 CZ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1200'12.3 MI SW FROM CASA GRANDE.
 CZ1200'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1200'GRANDE, THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST
 CZ1200'ALONG DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 26 FEET
 CZ1200'WEST OF WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED STOVE
 CZ1200'PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0852 ***********************************************************************
 ES0852  DESIGNATION -  DUMP
 ES0852  PID         -  ES0852
 ES0852  STATE/COUNTY-  AZ/GILA
 ES0852  USGS QUAD   -  DIAMOND POINT (1973)
 ES0852
 ES0852                         *CURRENT SURVEY CONTROL
 ES0852  ___________________________________________________________________
 ES0852* NAD 83(1992)-  34 15 49.14949(N)    111 14 32.20842(W)     ADJUSTED  
 ES0852* NAVD 88     -      1491.3    (meters)    4893.     (feet)  VERTCON   
 ES0852  ___________________________________________________________________
 ES0852  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 ES0852  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0852
 ES0852  HORZ ORDER  -  SECOND
 ES0852
 ES0852.The horizontal coordinates were established by classical geodetic methods
 ES0852.and adjusted by the National Geodetic Survey in August 1993..
 ES0852
 ES0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0852
 ES0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0852
 ES0852.The geoid height was determined by GEOID03.
 ES0852
 ES0852;                    North         East     Units Scale Factor Converg.
 ES0852;SPC AZ E     -   362,420.035   114,305.498   MT  1.00002091   -0 36 20.2
 ES0852;SPC AZ E     - 1,189,042.11    375,018.04   iFT  1.00002091   -0 36 20.2
 ES0852;UTM  12      - 3,791,416.438   477,695.294   MT  0.99960613   -0 08 11.1
 ES0852
 ES0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0852!SPC AZ E     -   0.99976992  x   1.00002091  =   0.99979082
 ES0852!UTM  12      -   0.99976992  x   0.99960613  =   0.99937614
 ES0852
 ES0852:                Primary Azimuth Mark                     Grid Az
 ES0852:SPC AZ E     -  DIAMOND POINT                            060 27 30.2
 ES0852:UTM  12      -  DIAMOND POINT                            059 59 21.1
 ES0852
 ES0852|---------------------------------------------------------------------|
 ES0852| PID    Reference Object                     Distance      Geod. Az  |
 ES0852|                                                           dddmmss.s |
 ES0852| ES0971 DIAMOND POINT                       APPROX. 5.3 KM 0595110.0 |
 ES0852| DZ1288 DUMP RM 1                            10.903 METERS 10036     |
 ES0852| DZ1289 DUMP RM 2                            11.587 METERS 19215     |
 ES0852|---------------------------------------------------------------------|
 ES0852
 ES0852                          SUPERSEDED SURVEY CONTROL
 ES0852
 ES0852  NAD 83(1986)-  34 15 49.14282(N)    111 14 32.21464(W) AD(       ) 2
 ES0852  NGVD 29 (07/10/87) 1490.5    (m)         4890.     (f) VERT ANG       
 ES0852
 ES0852.Superseded values are not recommended for survey control.
 ES0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0852.See file dsdata.txt to determine how the superseded data were derived.
 ES0852
 ES0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7769591416(NAD 83)
 ES0852_MARKER: DS = TRIANGULATION STATION DISK
 ES0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0852+STABILITY: SURFACE MOTION
 ES0852
 ES0852  HISTORY     - Date     Condition        Report By
 ES0852  HISTORY     - 1981     MONUMENTED       AZDT
 ES0852  HISTORY     - 1984     GOOD             AZDT
 ES0852
 ES0852                          STATION DESCRIPTION
 ES0852
 ES0852'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0852'THE STATION IS LOCATED 5 MILES NORTHEAST OF PAYSON ALONG ARIZONA STATE
 ES0852'HIGHWAY 260.
 ES0852'
 ES0852'THE STATION MARK IS AN AZDT DISK STAMPED---DUMP 1981---SET IN TOP
 ES0852'OF A CONCRETE MONUMENT 200 FEET WEST OF THE ROAD LEADING TO THE PAYSON
 ES0852'DUMP AND NEAR A POWER LINE.
 ES0852'
 ES0852'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DUMP RM 1 1981---SET
 ES0852'IN TOP OF A CONCRETE MONUMENT.
 ES0852'
 ES0852'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DUMP RM 2 1981---SET
 ES0852'IN TOP OF A CONCRETE MONUMENT.
 ES0852'
 ES0852'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0852'MAIN STREET FOR 0.6 MILE TO ARIZONA HIGHWAY 87, CONTINUE NORTH FOR
 ES0852'0.75 MILE TO THE JUNCTION WITH ARIZONA HIGHWAY 260.  TURN RIGHT ALONG
 ES0852'260 FOR 5.0 MILES TO THE STATION ON THE LEFT AT A HIGHWAY CUT.
 ES0852
 ES0852                          STATION RECOVERY (1984)
 ES0852
 ES0852'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0852'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1057 ***********************************************************************
 ET1057  DESIGNATION -  DUMPY
 ET1057  PID         -  ET1057
 ET1057  STATE/COUNTY-  AZ/YAVAPAI
 ET1057  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1057
 ET1057                         *CURRENT SURVEY CONTROL
 ET1057  ___________________________________________________________________
 ET1057* NAD 83(1992)-  34 27 49.74816(N)    113 17 27.56193(W)     ADJUSTED  
 ET1057* NAVD 88     -      1076.3    (meters)    3531.     (feet)  VERTCON   
 ET1057  ___________________________________________________________________
 ET1057  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 ET1057  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 ET1057
 ET1057  HORZ ORDER  -  SECOND
 ET1057
 ET1057.The horizontal coordinates were established by classical geodetic methods
 ET1057.and adjusted by the National Geodetic Survey in August 1993..
 ET1057
 ET1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1057
 ET1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1057
 ET1057.The geoid height was determined by GEOID03.
 ET1057
 ET1057;                    North         East     Units Scale Factor Converg.
 ET1057;SPC AZ C     -   384,955.581    87,095.956   MT  1.00009645   -0 46 40.1
 ET1057;SPC AZ C     - 1,262,977.63    285,747.89   iFT  1.00009645   -0 46 40.1
 ET1057;SPC AZ W     -   384,206.951   255,531.079   MT  0.99995525   +0 15 35.1
 ET1057;SPC AZ W     - 1,260,521.49    838,356.56   iFT  0.99995525   +0 15 35.1
 ET1057;UTM  12      - 3,815,966.731   289,568.587   MT  1.00014584   -1 17 48.9
 ET1057
 ET1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1057!SPC AZ C     -   0.99983561  x   1.00009645  =   0.99993205
 ET1057!SPC AZ W     -   0.99983561  x   0.99995525  =   0.99979087
 ET1057!UTM  12      -   0.99983561  x   1.00014584  =   0.99998143
 ET1057
 ET1057|---------------------------------------------------------------------|
 ET1057| PID    Reference Object                     Distance      Geod. Az  |
 ET1057|                                                           dddmmss.s |
 ET1057| CH3076 DUMPY RM 2                           10.523 METERS 02547     |
 ET1057| ET1032 CROSBY                              APPROX.15.3 KM 0800529.8 |
 ET1057| CH3075 DUMPY RM 1                            8.291 METERS 13616     |
 ET1057|---------------------------------------------------------------------|
 ET1057
 ET1057                          SUPERSEDED SURVEY CONTROL
 ET1057
 ET1057  NAD 83(1986)-  34 27 49.74739(N)    113 17 27.56849(W) AD(       ) 2
 ET1057  NAD 27      -  34 27 49.68022(N)    113 17 24.84543(W) AD(       ) 2
 ET1057  NGVD 29 (07/19/86) 1075.6    (m)         3529.     (f) VERT ANG       
 ET1057
 ET1057.Superseded values are not recommended for survey control.
 ET1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1057.See file dsdata.txt to determine how the superseded data were derived.
 ET1057
 ET1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8956915967(NAD 83)
 ET1057_MARKER: DD = SURVEY DISK
 ET1057_SETTING: 80 = SET IN A BOULDER
 ET1057_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1057
 ET1057  HISTORY     - Date     Condition        Report By
 ET1057  HISTORY     - 1966     MONUMENTED       USGS
 ET1057  HISTORY     - 1967     GOOD             USGS
 ET1057  HISTORY     - 1980     GOOD             AZDT
 ET1057
 ET1057                          STATION DESCRIPTION
 ET1057
 ET1057'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CJH)
 ET1057'LOCATED 2.5 MI. (AIRLINE) SE. OF WICKIEUP.  9.5 MI. SW. OF BAGDAD.
 ET1057'AND 9 MI. NW. OF THE SANTA MARIA RIVER BRIDGE ON U.S. HIGHWAY 93.
 ET1057'ON A HIGH PROMINENT TOP ABOUT 0.3 MI. NE. OF U.S. 93.
 ET1057'
 ET1057'TO REACH FROM JUNCTION OF U.S. 93. U.S. 60 AND 70 IN WICKENBURG,
 ET1057'GO NW. ON U.S. HIGHWAY 93 FOR 16.2 MI. TO JUNCTION OF 93 AND ARIZONA
 ET1057'STATE 71.  CONTINUE ON U.S. 93 FOR 31.4 MI. TO A DIRT CROSSROAD
 ET1057'INTERSECTION.  TURN RIGHT, GO THROUGH A GATE FOR 0.2 MI. TO DIRT
 ET1057'RD. INTERSECTION (NEW POWERLINE RD.) TURN RIGHT AND GO 1.4 MI.
 ET1057'ALONG POWERLINE RD. TO BASE OF PROMINENT TOP.  (POWERLINE POLE
 ET1057'689 END OF TRUCK TRAVEL).  ABOUT A 5-MINUTE PACK TO TOP.
 ET1057'
 ET1057'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED DUMPY 1966,
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057'
 ET1057'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED NO 1
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057'
 ET1057'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED NO 2
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057
 ET1057                          STATION RECOVERY (1980)
 ET1057
 ET1057'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1057'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1057'DESCRIBED BY THE USGS DESCRIPTION OF 1967.  THE ROUTE TO THE STATION
 ET1057'REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0996 ***********************************************************************
 FR0996  DESIGNATION -  DUNCAN
 FR0996  PID         -  FR0996
 FR0996  STATE/COUNTY-  AZ/MOHAVE
 FR0996  USGS QUAD   -  QUARTERMASTER CANYON SW (1968)
 FR0996
 FR0996                         *CURRENT SURVEY CONTROL
 FR0996  ___________________________________________________________________
 FR0996* NAD 83(1992)-  35 48 33.08907(N)    113 59 05.41798(W)     ADJUSTED  
 FR0996* NAVD 88     -      2067.8    (meters)    6784.     (feet)  VERTCON   
 FR0996  ___________________________________________________________________
 FR0996  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 FR0996  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FR0996
 FR0996  HORZ ORDER  -  SECOND
 FR0996
 FR0996.The horizontal coordinates were established by classical geodetic methods
 FR0996.and adjusted by the National Geodetic Survey in August 1993..
 FR0996
 FR0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0996
 FR0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0996
 FR0996.The geoid height was determined by GEOID03.
 FR0996
 FR0996;                    North         East     Units Scale Factor Converg.
 FR0996;SPC AZ W     -   533,386.642   192,136.618   MT  0.99993888   -0 08 14.6
 FR0996;SPC AZ W     - 1,749,956.17    630,369.48   iFT  0.99993888   -0 08 14.6
 FR0996;UTM  12      - 3,966,897.795   230,298.283   MT  1.00049642   -1 44 50.8
 FR0996;UTM  11      - 3,966,981.836   772,442.450   MT  1.00051473   +1 45 54.8
 FR0996
 FR0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0996!SPC AZ W     -   0.99967973  x   0.99993888  =   0.99961863
 FR0996!UTM  12      -   0.99967973  x   1.00049642  =   1.00017599
 FR0996!UTM  11      -   0.99967973  x   1.00051473  =   1.00019429
 FR0996
 FR0996|---------------------------------------------------------------------|
 FR0996| PID    Reference Object                     Distance      Geod. Az  |
 FR0996|                                                           dddmmss.s |
 FR0996| CH3079 DUNCAN RM 1                           8.284 METERS 07108     |
 FR0996| CH3080 DUNCAN RM 2                           7.686 METERS 17833     |
 FR0996| CH3078 DUNCAN AZ MK 2                                     3111048.5 |
 FR0996| CH3077 DUNCAN AZ MK                                       3534213.5 |
 FR0996|---------------------------------------------------------------------|
 FR0996
 FR0996                          SUPERSEDED SURVEY CONTROL
 FR0996
 FR0996  NAD 83(1986)-  35 48 33.08238(N)    113 59 05.41507(W) AD(       ) 2
 FR0996  NAD 27      -  35 48 33.11700(N)    113 59 02.58300(W) AD(       ) 2
 FR0996  NGVD 29 (07/19/86) 2066.9    (m)         6781.     (f) VERT ANG       
 FR0996
 FR0996.Superseded values are not recommended for survey control.
 FR0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0996.See file dsdata.txt to determine how the superseded data were derived.
 FR0996
 FR0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3029866898(NAD 83)
 FR0996_MARKER: Z = SEE DESCRIPTION
 FR0996_SETTING: 66 = SET IN ROCK OUTCROP
 FR0996
 FR0996  HISTORY     - Date     Condition        Report By
 FR0996  HISTORY     - 1935     MONUMENTED       USGS
 FR0996  HISTORY     - 1936     SEE DESCRIPTION  CGS
 FR0996  HISTORY     - 1950     GOOD             CGS
 FR0996
 FR0996                          STATION DESCRIPTION
 FR0996
 FR0996'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 FR0996'POINT INTERSECTED IS A LARGE ROCK CAIRN WITH A POLE IN THE CENTER
 FR0996'WHICH MARKS THE U.S. GEOLOGICAL SURVEY STATION DUNCAN, LOCATED 5
 FR0996'MILES SOUTHEAST OF STATION TINNAKA (1925), ON A HIGH ROUNDED
 FR0996'MOUNTAIN WHICH IS THE HIGHEST MOUNTAIN IN THE VICINITY AND IS
 FR0996'THE HIGHEST PEAK OF THE GRAND WASH CLIFFS.  IT IS LOCATED 20
 FR0996'MILES SOUTHEAST OF PIERCES FERRY AND 30 MILES NORTH-NORTHEAST OF
 FR0996'CHLORIDE.
 FR0996
 FR0996                          STATION RECOVERY (1936)
 FR0996
 FR0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0996'ABOUT 36 MILES NORTHWEST OF PEACH SPRINGS AND 35 MILES
 FR0996'NORTH-NORTHWEST OF HACKBERRY, 3-1/2 MILES WEST OF THE WEST
 FR0996'BOUNDARY OF THE HUALPAI INDIAN RESERVATION, ON THE HIGH SUMMIT AT
 FR0996'THE EXTREME SOUTHWEST END OF THE GRAND WASH CLIFFS.  A HIGH,
 FR0996'RIM-ROCK RIDGE EXTENDING ABOUT 12 MILES IN A GENERALLY
 FR0996'NORTHEAST-SOUTHWEST DIRECTION, ON THE SUMMIT OF THE POINT LYING
 FR0996'ABOUT 4 MILES SOUTH OF THE DUNCAN RANCH AND 2 MILES SOUTH OF
 FR0996'IRON SPRINGS, ON THE HIGHEST POINT OF THE BRUSHY PEAK, ABOUT
 FR0996'60 YARDS NORTHEAST OF THE SOUTHWEST END OF THE RANGE, 15 FEET
 FR0996'SOUTHEAST OF THE EDGE OF THE RIM-ROCK.  A STANDARD U.S.
 FR0996'GEOLOGICAL SURVEY DISK, STAMPED DUNCAN RS 1926, SET INTO A DRILL
 FR0996'HOLE IN ROCK OUTCROP.
 FR0996'
 FR0996'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION, ALONG THE
 FR0996'NORTHWEST EDGE OF THE SUMMIT, IN THE TOP OF A LARGE FLAT OUTCROP
 FR0996'OF BEDROCK.  A STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE
 FR0996'DISK, SET INTO A DRILL HOLE IN ROCK OUTCROP.  REFERENCE MARK NO. 2
 FR0996'IS SOUTH BY WEST OF THE
 FR0996'STATION, SLIGHTLY DOWN THE SOUTHEAST SLOPE OF THE SUMMIT.  A
 FR0996'STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE DISK SET INTO
 FR0996'A DRILL HOLE IN ROCK OUTCROP.
 FR0996'THE AZMUTH MARK, SET INTO A DRILL HOLE IN ROCK
 FR0996'OUTCROP, IS APPROXIMATELY
 FR0996'2.0 MILES NORTH OF THE STATION, AT IRON SPRINGS AT THE HEAD OF
 FR0996'THE KING TUT PLACER MINE PIPE-LINE, AT THE END OF TRUCK
 FR0996'TRAVEL, ON THE SOUTH SIDE OF THE ROAD LEADING UP THE WASH,
 FR0996'OPPOSITE THE SOUTHEAST END OF A SMALL CONCRETE DAM, IN TOP OF
 FR0996'SOUTHWEST END OF A LARGE ROCK OUTCROP.
 FR0996'
 FR0996'TO REACH THE STATION FROM PEACH SPRINGS, GO WEST ON U.S. HIGHWAY
 FR0996'66 FOR 28.2 MILES, OR 5.8 MILES PAST NORTHSIDE GARAGE AT
 FR0996'HACKBERRY, AND TURN RIGHT (NORTH) THROUGH GATE AT SIGN P AND M
 FR0996'MINE, THENCE 10.6 MILES AND KEEP LEFT FORK, THENCE 4.7 MILES AND
 FR0996'KEEP LEFT FORK, THENCE 1.7 MILES AND KEEP LEFT FORK, THENCE 0.9
 FR0996'MILE AND KEEP RIGHT FORK, THENCE 4.7 MILES AND KEEP LEFT FORK,
 FR0996'THENCE NORTH ON MAIN-TRAVELED ROAD FOR 10.2 MILES, OR 3.5 MILES
 FR0996'PAST THE VALLEY RANCH HOUSE.  TURN RIGHT ON GRADED ROAD AT
 FR0996'CROSSROADS, THENCE NORTHEAST FOR 7.1 MILES AND TAKE RIGHT
 FR0996'FORK AT SIGN PIERCE FERRY, THENCE 0.2 MILE AND KEEP LEFT
 FR0996'FORK, THENCE 2.5 MILES AND KEEP STRAIGHT AHEAD AT CROSS ROADS
 FR0996'ALONG PIPELINE, THENCE 1.9 MILES AND KEEP LEFT FORK, THENCE 1.2
 FR0996'MILES AND PASS THROUGH WIRE GATE, THENCE 0.1 MILE AND BEAR
 FR0996'LEFT ON ROAD UP WASH, PASSING THE DUNCAN RANCH ON THE
 FR0996'RIGHT, THENCE 0.8 MILE AND KEEP RIGHT FORK SOUTH-SOUTHWEST UP
 FR0996'WASH FOR 3.6 MILES TO END OF TRUCK TRAVEL AT SMALL CONCRETE
 FR0996'DAM ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  GO SOUTH
 FR0996'ACROSS COUNTRY TOWARDS A SMALL SHOULDER EXTENDING NORTH
 FR0996'FROM THE MAIN RIDGE, THENCE UP THE SHOULDER AND ALONG ITS
 FR0996'LEVEL TOP TO BASE OF MAIN RIDGE, THEN RIGHT ALONG ITS BASE
 FR0996'FOR A SHORT DISTANCE TO A SMALL, STEEP WASH.  CROSS WASH AND CUT
 FR0996'BACK SHARPLY TO THE LEFT (SOUTHEAST) AND GO UP A STEEP
 FR0996'ROCK SLIDE, HEADING TOWARDS A BREAK IN THE RIMROCK AND CONTINUE
 FR0996'TO SUMMIT OF RIDGE, THENCE SOUTHWEST FOR ABOUT 1/2 MILE TO THE
 FR0996'STATION ON THE HIGHEST POINT.  ABOUT 2 MILES, 2000-FOOT CLIMB,
 FR0996'1-1/2 HOURS HARD PACKING.
 FR0996'
 FR0996'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0996
 FR0996                          STATION RECOVERY (1950)
 FR0996
 FR0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0996'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 FR0996'GOOD CONDITION.  DISTANCE AND DIRECTION WERE CHECKED TO THE
 FR0996'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS SET BY F.A.R. IN 1947
 FR0996'BUT DIRECTIONS WERE NOT TAKEN TO IT UNTIL 1950.  IS A STANDARD
 FR0996'DISK STAMPED DUNCAN 1947 CEMENTED IN A DRILL HOLE IN A LARGE
 FR0996'GRANITE BOULDER ABOUT 4 FEET IN DIAMETER AND PROJECTING 3 FEET,
 FR0996'LOCATED ON THE GROUNDS OF AN OLD ABANDONED RANCH HOUSE 2 MILES
 FR0996'NORTH OF THE STATION, 50 FEET NORTH OF THE RANCH ENTRANCE, 40
 FR0996'FEET SOUTH-SOUTHEAST OF THE CORRAL CORNER AND 11 FEET EAST OF
 FR0996'THE CENTER OF THE TRACK ROAD.  IT IS 131 10 48.2 IN AZIMUTH.
 FR0996'
 FR0996'THE OLD DESCRIPTION TO REACH IS OBSOLETE, STATION WAS REACHED AS
 FR0996'FOLLOWS.
 FR0996'
 FR0996'FROM THE R.R. DEPOT IN KINGMAN GO NORTHWEST ON U.S. HIGHWAY 93-466
 FR0996'30 MILES TO BLADED ROAD AND SIGN PIERCE FERRY 53 ON RIGHT, TURN
 FR0996'RIGHT ON TO BLADED ROAD AND FOLLOW MAIN TRAVELED ROAD 22.8 MILES
 FR0996'TO CROSSROADS, CONTINUE STRAIGHT AHEAD AS PER SIGN PIERCES
 FR0996'FERRY 32 6.2 MILES TO FORK AND SIGN PIERCES FERRY 25 KEEP RIGHT
 FR0996'FORK 0.2 MILE TO FORK, CONTINUE STRAIGHT AHEAD 2.6 MILES TO
 FR0996'PIPELINE CROSSING ROAD, CONTINUE STRAIGHT AHEAD 3.0 MILES TO
 FR0996'FORK IN BOTTOM OF WASH JUST BEFORE REACHING GATE PASS THROUGH
 FR0996'GATE ENTERING THE DUNCAN RANCH GROUNDS, CONTINUE 0.15 MILE
 FR0996'TO GATE, PASS THROUGH GATE AND GO 0.45 MILE TO FORK, TAKE
 FR0996'RIGHT FORK AND CONTINUE 4.8 MILES TO RANCH ENTRANCE AND
 FR0996'AZIMUTH MARK LOCATION.
 FR0996'
 FR0996'FROM HERE A 4-WHEEL DRIVE MAY BE DRIVEN 0.50 MILE SOUTHERLY ALONG
 FR0996'FENCELINE TO THE FOOT OF THE FIRST SMALL RIDGE EXTENDING NORTH
 FR0996'FROM THE STATION HILL.
 FR0996'
 FR0996'PACK SOUTHERLY ACROSS LOW RIDGES TO A POINT JUST UNDER THE HIGH
 FR0996'SHEER CLIFFS OF THE STATION HILL, THENCE RIGHT AROUND BASE OF CLIFFS
 FR0996'TO THE SOUTHWESTERN AND SLOPING SIDE OF THE MOUNTAIN, THENCE LEFT
 FR0996'TO THE STATION ON THE HIGHEST PART.  A 2-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2016 ***********************************************************************
 DV2016  DESIGNATION -  DUNLAP
 DV2016  PID         -  DV2016
 DV2016  STATE/COUNTY-  AZ/MARICOPA
 DV2016  USGS QUAD   -  GLENDALE (1982)
 DV2016
 DV2016                         *CURRENT SURVEY CONTROL
 DV2016  ___________________________________________________________________
 DV2016* NAD 83(1992)-  33 34 01.20883(N)    112 10 08.01354(W)     ADJUSTED  
 DV2016* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 DV2016  ___________________________________________________________________
 DV2016  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 DV2016  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2016
 DV2016  HORZ ORDER  -  FIRST
 DV2016
 DV2016.The horizontal coordinates were established by classical geodetic methods
 DV2016.and adjusted by the National Geodetic Survey in August 1993..
 DV2016
 DV2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2016
 DV2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2016
 DV2016.The geoid height was determined by GEOID03.
 DV2016
 DV2016;                    North         East     Units Scale Factor Converg.
 DV2016;SPC AZ C     -   284,659.720   189,942.905   MT  0.99990676   -0 08 22.1
 DV2016;SPC AZ C     -   933,922.97    623,172.26   iFT  0.99990676   -0 08 22.1
 DV2016;UTM  12      - 3,714,759.703   391,507.740   MT  0.99974511   -0 38 46.9
 DV2016
 DV2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2016!SPC AZ C     -   0.99994762  x   0.99990676  =   0.99985439
 DV2016!UTM  12      -   0.99994762  x   0.99974511  =   0.99969274
 DV2016
 DV2016|---------------------------------------------------------------------|
 DV2016| PID    Reference Object                     Distance      Geod. Az  |
 DV2016|                                                           dddmmss.s |
 DV2016| CH5104 DUNLAP RM 1                          27.549 METERS 17700     |
 DV2016| CH5103 DUNLAP AZ MK                                       1792858.7 |
 DV2016| CH5105 DUNLAP RM 2                          35.205 METERS 35928     |
 DV2016|---------------------------------------------------------------------|
 DV2016
 DV2016                          SUPERSEDED SURVEY CONTROL
 DV2016
 DV2016  NAD 83(1986)-  33 34 01.20335(N)    112 10 08.01966(W) AD(       ) 1
 DV2016  NAD 27      -  33 34 01.05890(N)    112 10 05.46960(W) AD(       ) 1
 DV2016  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 DV2016
 DV2016.Superseded values are not recommended for survey control.
 DV2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2016.See file dsdata.txt to determine how the superseded data were derived.
 DV2016
 DV2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9150814760(NAD 83)
 DV2016_MARKER: DS = TRIANGULATION STATION DISK
 DV2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2016
 DV2016  HISTORY     - Date     Condition        Report By
 DV2016  HISTORY     - 1963     MONUMENTED       CGS
 DV2016  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV2016
 DV2016                          STATION DESCRIPTION
 DV2016
 DV2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2016'THE STATION IS LOCATED ALONG THE EAST SIDE OF 51ST AVENUE,
 DV2016'186 FEET SOUTH OF THE INTERSECTION OF 51ST AVENUE AND DUNLAP
 DV2016'AVENUE, 2-1/2 MILES NORTH-NORTHEAST OF GLENDALE, 7-3/4 MILES
 DV2016'NORTHWEST OF THE CENTRAL SECTION OF PHOENIX AND ON ROAD
 DV2016'RIGHT-OF-WAY.
 DV2016'
 DV2016'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV2016'AND WEST BUCKEYE ROAD, GO NORTH ON BLACK CANYON HIGHWAY FOR
 DV2016'ABOUT 9.0 MILES TO THE END OF THE FREEWAY AND DUNLAP AVENUE, TURN
 DV2016'LEFT, GO WEST ON DUNLAP AVENUE FOR 3.0 MILES TO THE INTERSECTION
 DV2016'OF 51 ST AVENUE, TURN LEFT, GO SOUTH ON 51 ST AVENUE FOR ABOUT
 DV2016'186 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 DV2016'
 DV2016'THE STATION MARK IS A STANDARD DISK STAMPED DUNLAP 1963, SET IN
 DV2016'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2016'GROUND SURFACE.  IT IS 5.0 FEET WEST OF A FENCE LINE, 28.3
 DV2016'FEET EAST OF THE CENTERLINE OF 51 ST AVENUE, 30.9 FEET
 DV2016'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TIN BUILDING AND
 DV2016'186.2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION
 DV2016'OF 51 ST AVENUE AND DUNLAP AVENUE.
 DV2016'
 DV2016'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNLAP NO 1 1963,
 DV2016'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 DV2016'ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET WEST OF THE FENCE
 DV2016'LINE, 1.8 FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS
 DV2016'POST AND MARKER AND 32.6 FEET EAST OF THE CENTERLINE OF 51 ST
 DV2016'AVENUE.
 DV2016'
 DV2016'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNLAP NO 2 1963,
 DV2016'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2016'THE GROUND SURFACE.  IT IS 2.4 FEET NORTHWEST OF THE SOUTHWEST
 DV2016'FENCE CORNER, 28.2 FEET EAST OF THE CENTERLINE OF 51 ST AVENUE,
 DV2016'32.4 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF HOUSE AND
 DV2016'73.2 FEET SOUTHEAST OF THE CENTER OF INTERSECTION OF 51ST
 DV2016'AVENUE AND DUNLAP AVENUE.
 DV2016'
 DV2016'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNLAP 1963, SET
 DV2016'IN TOP OF 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES
 DV2016'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET SOUTH OF A WITNESS
 DV2016'POST, 6.0 FEET EAST OF A DRAINAGE DITCH, 10.0 FEET SOUTH OF THE
 DV2016'APPROXIMATE CENTER OF A FIELD ROAD AND 31.3 FEET EAST OF THE
 DV2016'CENTERLINE OF 51 ST AVENUE.
 DV2016'
 DV2016'THE 1/4 CORNER MARK IS LOCATED 1.0 MILE EAST-SOUTHEAST IN THE
 DV2016'CENTER OF THE INTERSECTION OF 43RD AVENUE AND BUTLER AVENUE.
 DV2016'IT IS A 7/8 ROD SET IN CONCRETE IN A HAND HOLE ABOUT 6 INCHES
 DV2016'BELOW THE ROAD SURFACE.
 DV2016'
 DV2016'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 51 ST
 DV2016'AVENUE FOR 0.45 MILE TO A FIELD ROAD LEFT AND THE AZIMUTH MARK
 DV2016'IS LOCATED ON THE LEFT, SOUTH SIDE OF THE FIELD ROAD.
 DV2016'
 DV2016'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DV2016
 DV2016                          STATION RECOVERY (1988)
 DV2016
 DV2016'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC)
 DV2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0680 ***********************************************************************
 DV0680  DESIGNATION -  DURANGO
 DV0680  PID         -  DV0680
 DV0680  STATE/COUNTY-  AZ/MARICOPA
 DV0680  USGS QUAD   -  PHOENIX (1982)
 DV0680
 DV0680                         *CURRENT SURVEY CONTROL
 DV0680  ___________________________________________________________________
 DV0680* NAD 83(1992)-  33 25 44.69414(N)    112 06 23.25940(W)     ADJUSTED  
 DV0680* NAVD 88     -       322.326  (meters)    1057.50   (feet)  ADJUSTED  
 DV0680  ___________________________________________________________________
 DV0680  X           -  -2,005,324.503 (meters)                     COMP
 DV0680  Y           -  -4,936,921.575 (meters)                     COMP
 DV0680  Z           -   3,493,933.567 (meters)                     COMP
 DV0680  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DV0680  ELLIP HEIGHT-         292.42  (meters)          (06/11/02) GPS OBS
 DV0680  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0680  DYNAMIC HT  -         321.955 (meters)    1056.28  (feet)  COMP
 DV0680  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0680
 DV0680  HORZ ORDER  -  SECOND
 DV0680  VERT ORDER  -  FIRST     CLASS II
 DV0680  ELLP ORDER  -  FOURTH    CLASS II
 DV0680
 DV0680.The horizontal coordinates were established by classical geodetic methods
 DV0680.and adjusted by the National Geodetic Survey in August 1993..
 DV0680
 DV0680.The orthometric height was determined by differential leveling
 DV0680.and adjusted by the National Geodetic Survey in November 1993..
 DV0680
 DV0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0680
 DV0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0680
 DV0680.The ellipsoidal height was determined by GPS observations
 DV0680.and is referenced to NAD 83.
 DV0680
 DV0680.The geoid height was determined by GEOID03.
 DV0680
 DV0680.The dynamic height is computed by dividing the NAVD 88
 DV0680.geopotential number by the normal gravity value computed on the
 DV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0680.degrees latitude (g = 980.6199 gals.).
 DV0680
 DV0680.The modeled gravity was interpolated from observed gravity values.
 DV0680
 DV0680;                    North         East     Units Scale Factor Converg.
 DV0680;SPC AZ C     -   269,351.602   195,711.218   MT  0.99990384   -0 06 16.4
 DV0680;SPC AZ C     -   883,699.48    642,097.17   iFT  0.99990384   -0 06 16.4
 DV0680;UTM  12      - 3,699,403.816   397,139.701   MT  0.99973044   -0 36 34.6
 DV0680
 DV0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0680!SPC AZ C     -   0.99995409  x   0.99990384  =   0.99985794
 DV0680!UTM  12      -   0.99995409  x   0.99973044  =   0.99968455
 DV0680
 DV0680:                Primary Azimuth Mark                     Grid Az
 DV0680:SPC AZ C     -  PHOENIX ST CAPITAL BLDG DOME             022 42 14.3
 DV0680:UTM  12      -  PHOENIX ST CAPITAL BLDG DOME             023 12 32.5
 DV0680
 DV0680|---------------------------------------------------------------------|
 DV0680| PID    Reference Object                     Distance      Geod. Az  |
 DV0680|                                                           dddmmss.s |
 DV0680| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX. 2.3 KM 0223557.9 |
 DV0680| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 4.2 KM 0460755.0 |
 DV0680| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 3.8 KM 0524512.1 |
 DV0680| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 8.5 KM 0851046.4 |
 DV0680| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 3.2 KM 0970644.8 |
 DV0680| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 1.3 KM 1002433.8 |
 DV0680| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.11.3 KM 1582523.4 |
 DV0680| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.11.3 KM 1584307.9 |
 DV0680| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.11.3 KM 1593809.8 |
 DV0680| DV0681 DURANGO RM 1                         23.218 METERS 17516     |
 DV0680| DV0679 DURANGO RM 2                         30.276 METERS 27611     |
 DV0680| DV2101 PHOENIX RADIO STA KXIV MAST         APPROX. 2.2 KM 2862720.5 |
 DV0680| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 4.3 KM 2895157.0 |
 DV0680| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 3.7 KM 3000832.0 |
 DV0680| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 2.0 KM 3272241.5 |
 DV0680| DV2075 PHOENIX RADIO STA KRIZ MAST         APPROX. 0.9 KM 3355354.8 |
 DV0680|---------------------------------------------------------------------|
 DV0680
 DV0680                          SUPERSEDED SURVEY CONTROL
 DV0680
 DV0680  ELLIP H (08/23/93)  292.50   (m)                       GP(       ) 4 2
 DV0680  NAD 83(1986)-  33 25 44.68840(N)    112 06 23.26446(W) AD(       ) 2
 DV0680  NAD 27      -  33 25 44.52960(N)    112 06 20.72530(W) AD(       ) 2
 DV0680  NGVD 29 (??/??/92)  321.667  (m)         1055.34   (f) ADJ UNCH    1 2
 DV0680
 DV0680.Superseded values are not recommended for survey control.
 DV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0680.See file dsdata.txt to determine how the superseded data were derived.
 DV0680
 DV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9714099404(NAD 83)
 DV0680_MARKER: DS = TRIANGULATION STATION DISK
 DV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0680_SP_SET: CONCRETE POST
 DV0680_STAMPING: DURANGO 1959
 DV0680_MARK LOGO: CGS   
 DV0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0680+STABILITY: SURFACE MOTION
 DV0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0680+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1992
 DV0680
 DV0680  HISTORY     - Date     Condition        Report By
 DV0680  HISTORY     - 1959     MONUMENTED       CGS
 DV0680  HISTORY     - 1962     GOOD             CGS
 DV0680  HISTORY     - 1962     GOOD             NGS
 DV0680  HISTORY     - 1981     GOOD             AZDT
 DV0680  HISTORY     - 1986     GOOD             AZDT
 DV0680  HISTORY     - 19920311 GOOD             NGS
 DV0680
 DV0680                          STATION DESCRIPTION
 DV0680
 DV0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0680'THE STATION IS LOCATED IN THE LAWN OF THE CARETAKERS HOUSE,
 DV0680'IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE ARIZONA
 DV0680'STATE HIGHWAY DEPARTMENT DURANGO YARD, AT THE INTERSECTION
 DV0680'OF 22ND AVENUE AND APACHE STREET IN THE SOUTHWEST PART OF
 DV0680'PHOENIX AND NORTH OF THE SALT RIVER.
 DV0680'
 DV0680'THE STATION MARK IS A STANDARD DISK STAMPED DURANGO 1959,
 DV0680'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 1 INCH BELOW
 DV0680'THE LEVEL OF THE LAWN.  IT IS 11.0 FEET SOUTH OF THE EAST-WEST
 DV0680'FENCE AND 6.6 FEET WEST OF THE NORTH-SOUTH FENCE.
 DV0680'
 DV0680'R.M. 1 IS A STANDARD DISK STAMPED DURANGO NO 1 1959, SET
 DV0680'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 14 FEET
 DV0680'NORTH OF A GATE AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE,
 DV0680'AT THE EDGE OF THE GRASS AT THE SOUTHEAST CORNER OF THE LAWN.
 DV0680'
 DV0680'R.M. 2 IS A STANDARD DISK STAMPED DURANGO NO 2 1959, SET IN
 DV0680'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 DV0680'5.6 FEET WEST OF A NARROW GATE AND 0.7 FEET SOUTH OF THE
 DV0680'EAST-WEST FENCE.
 DV0680'
 DV0680'TRIANGULATION STATION COURT HOUSE 1935 MAY BE USED AS AN
 DV0680'AZIMUTH MARK.  (SEE DESCRIPTION THEREOF.)
 DV0680
 DV0680                          STATION RECOVERY (1962)
 DV0680
 DV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0680'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV0680'FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 DV0680'DIRECTION TO BOTH REFERENCE MARKS.  THE DISTANCE TO REFERENCE
 DV0680'MARK 1 CHECKED AND A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 DV0680'REFERENCE MARK 2.
 DV0680'
 DV0680'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0680'(U.S. HIGHWAY 80) AND BLACK CANYON HIGHWAY (23 RD. AVENUE)
 DV0680'IN THE SOUTHWEST PART OF PHOENIX, GO SOUTH ON 23 RD. AVENUE
 DV0680'(ALONG THE WEST SIDE OF BLACK CANYON HIGHWAY) FOR 0.5 MILE TO A
 DV0680'T ROAD, TURN LEFT, GO WEST ON WEST DURANGO STREET FOR 0.05
 DV0680'MILE TO THE STATION ON THE RIGHT AT THE NORTHEAST CORNER OF
 DV0680'THE STATE HIGHWAY DEPARTMENT YARD.
 DV0680'
 DV0680'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DV0680'CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO 1959.  THE MARK IS 11 FEET SOUTH
 DV0680'OF FENCE AND 6.6 FEET WEST OF FENCE.
 DV0680'
 DV0680'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A 12 INCH
 DV0680'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO NO 1 1959.  THE MARK IS 14.5
 DV0680'FEET NORTH OF GATE AND 1 FOOT WEST OF FENCE.
 DV0680'
 DV0680'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A 12 INCH
 DV0680'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO NO 2 1959.  THE MARK IS 5.6
 DV0680'FEET WEST OF WEST END OF GATE AND 0.7 FOOT SOUTH OF FENCE.
 DV0680'
 DV0680'NO AZIMUTH MARK WAS SET, OBJECTS VISIBLE FROM THE GROUND COULD
 DV0680'BE USED FOR AZIMUTH.
 DV0680'
 DV0680'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
 DV0680
 DV0680                          STATION RECOVERY (1962)
 DV0680
 DV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0680'IN PHOENIX.
 DV0680'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0680'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0680'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0680'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 43.5 FEET NORTHEAST OF
 DV0680'THE NORTHEAST CORNER OF THE CARETAKERS HOUSE, 11 FEET SOUTH OF THE
 DV0680'EAST-WEST FENCE, 6.6 FEET WEST OF THE NORTH-SOUTH FENCE, AND SET IN
 DV0680'THE TOP OF A CONCRETE CYLINDER THAT IS 1 INCH BELOW THE LEVEL OF THE
 DV0680'LAWN.
 DV0680
 DV0680                          STATION RECOVERY (1981)
 DV0680
 DV0680'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0680'RECOVERED IN GOOD CONDITION.
 DV0680
 DV0680                          STATION RECOVERY (1986)
 DV0680
 DV0680'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV0680'THE STATION WAS RECOVERED AT THIS DATE.
 DV0680'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV0680'DESCRIPTION WAS ADEQUATE.
 DV0680
 DV0680                          STATION RECOVERY (1992)
 DV0680
 DV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0680'IN PHOENIX, AT THE INTERSECTION OF SOUTH 22ND AVENUE AND WEST
 DV0680'MARICOPA FREEWAY, 14.5 M (47.6 FT) NORTH OF A FIRE HYDRANT, 11.0 M
 DV0680'(36.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DV0680'FREEWAY, 10.3 M (33.8 FT) WEST OF THE AVENUE CENTERLINE, 9.6 M (31.5
 DV0680'FT) NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 1.8 M (5.9 FT)
 DV0680'WEST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 0.3 M (1.0 FT)
 DV0680'ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE
 DV0680'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0681 ***********************************************************************
 DV0681  DESIGNATION -  DURANGO RM 1
 DV0681  PID         -  DV0681
 DV0681  STATE/COUNTY-  AZ/MARICOPA
 DV0681  USGS QUAD   -  PHOENIX (1982)
 DV0681
 DV0681                         *CURRENT SURVEY CONTROL
 DV0681  ___________________________________________________________________
 DV0681* NAD 83(1986)-  33 25 44.     (N)    112 06 23.     (W)     SCALED    
 DV0681* NAVD 88     -       322.150  (meters)    1056.92   (feet)  ADJUSTED  
 DV0681  ___________________________________________________________________
 DV0681  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0681  DYNAMIC HT  -         321.780 (meters)    1055.71  (feet)  COMP
 DV0681  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0681
 DV0681  VERT ORDER  -  SECOND    CLASS 0
 DV0681
 DV0681.The horizontal coordinates were scaled from a topographic map and have
 DV0681.an estimated accuracy of +/- 6 seconds.
 DV0681
 DV0681.The orthometric height was determined by differential leveling
 DV0681.and adjusted by the National Geodetic Survey in November 1993..
 DV0681
 DV0681.The geoid height was determined by GEOID03.
 DV0681
 DV0681.The dynamic height is computed by dividing the NAVD 88
 DV0681.geopotential number by the normal gravity value computed on the
 DV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0681.degrees latitude (g = 980.6199 gals.).
 DV0681
 DV0681.The modeled gravity was interpolated from observed gravity values.
 DV0681
 DV0681;                    North         East    Units  Estimated Accuracy
 DV0681;SPC AZ C     -   269,330.      195,720.      MT  (+/- 180 meters Scaled)
 DV0681
 DV0681                          SUPERSEDED SURVEY CONTROL
 DV0681
 DV0681  NGVD 29 (??/??/92)  321.490  (m)         1054.76   (f) ADJ UNCH    2 0
 DV0681
 DV0681.Superseded values are not recommended for survey control.
 DV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0681.See file dsdata.txt to determine how the superseded data were derived.
 DV0681
 DV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB971993(NAD 83)
 DV0681_MARKER: DR = REFERENCE MARK DISK
 DV0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0681_SP_SET: MONUMENT
 DV0681_STAMPING: DURANGO NO 1 1959
 DV0681_MARK LOGO: CGS   
 DV0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0681
 DV0681  HISTORY     - Date     Condition        Report By
 DV0681  HISTORY     - 1959     MONUMENTED       CGS
 DV0681  HISTORY     - 1962     GOOD             NGS
 DV0681  HISTORY     - 1981     GOOD             AZDT
 DV0681  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0681
 DV0681                          STATION DESCRIPTION
 DV0681
 DV0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0681'IN PHOENIX.
 DV0681'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0681'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0681'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0681'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 51.5 FEET SOUTH-EAST OF
 DV0681'THE SOUTHEAST CORNER OF THE CARETAKERS HOUSE, 70 FEET SOUTH OF
 DV0681'TRIANGULATION STATION DURANGO, 14 FEET NORTH OF THE NORTH END OF A
 DV0681'GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, SET IN A SQUARE CONCRETE
 DV0681'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 DV0681
 DV0681                          STATION RECOVERY (1981)
 DV0681
 DV0681'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0681'RECOVERED IN GOOD CONDITION.
 DV0681
 DV0681                          STATION RECOVERY (1992)
 DV0681
 DV0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0681'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0679 ***********************************************************************
 DV0679  DESIGNATION -  DURANGO RM 2
 DV0679  PID         -  DV0679
 DV0679  STATE/COUNTY-  AZ/MARICOPA
 DV0679  USGS QUAD   -  PHOENIX (1982)
 DV0679
 DV0679                         *CURRENT SURVEY CONTROL
 DV0679  ___________________________________________________________________
 DV0679* NAD 83(1986)-  33 25 44.     (N)    112 06 23.     (W)     SCALED    
 DV0679* NAVD 88     -       322.19   (+/-2cm)    1057.1    (feet)  VERTCON   
 DV0679  ___________________________________________________________________
 DV0679  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0679
 DV0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0679
 DV0679.The horizontal coordinates were scaled from a topographic map and have
 DV0679.an estimated accuracy of +/- 6 seconds.
 DV0679
 DV0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0679.The vertical order pertains to the NGVD 29 superseded value.
 DV0679
 DV0679.The geoid height was determined by GEOID03.
 DV0679
 DV0679;                    North         East    Units  Estimated Accuracy
 DV0679;SPC AZ C     -   269,330.      195,720.      MT  (+/- 180 meters Scaled)
 DV0679
 DV0679                          SUPERSEDED SURVEY CONTROL
 DV0679
 DV0679  NGVD 29 (??/??/92)  321.534  (m)         1054.90   (f) ADJ UNCH    2 0
 DV0679
 DV0679.Superseded values are not recommended for survey control.
 DV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0679.See file dsdata.txt to determine how the superseded data were derived.
 DV0679
 DV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB971993(NAD 83)
 DV0679_MARKER: DR = REFERENCE MARK DISK
 DV0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0679_SP_SET: MONUMENT
 DV0679_STAMPING: DURANGO NO 2 1959
 DV0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0679
 DV0679  HISTORY     - Date     Condition        Report By
 DV0679  HISTORY     - 1959     MONUMENTED       CGS
 DV0679  HISTORY     - 1962     GOOD             NGS
 DV0679  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0679
 DV0679                          STATION DESCRIPTION
 DV0679
 DV0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0679'IN PHOENIX.
 DV0679'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0679'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0679'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0679'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 43 FEET NORTHWEST OF
 DV0679'THE NORTHWEST CORNER OF THE CARETAKERS HOUSE, 5.6 FEET WEST OF A
 DV0679'NARROW GATE, 0.7 FOOT SOUTH OF AN EAST-WEST FENCE, SET IN TOP OF A
 DV0679'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 DV0679
 DV0679                          STATION RECOVERY (1992)
 DV0679
 DV0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0679'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1921 ***********************************************************************
 CZ1921  DESIGNATION -  DURHAM
 CZ1921  PID         -  CZ1921
 CZ1921  STATE/COUNTY-  AZ/PINAL
 CZ1921  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1921
 CZ1921                         *CURRENT SURVEY CONTROL
 CZ1921  ___________________________________________________________________
 CZ1921* NAD 83(1992)-  32 44 11.70283(N)    111 07 01.63541(W)     ADJUSTED  
 CZ1921* NAVD 88     -       852.24   (+/-2cm)    2796.1    (feet)  VERTCON   
 CZ1921  ___________________________________________________________________
 CZ1921  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1921  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ1921
 CZ1921  HORZ ORDER  -  SECOND
 CZ1921  VERT ORDER  -  THIRD ? (See Below)
 CZ1921
 CZ1921.The horizontal coordinates were established by classical geodetic methods
 CZ1921.and adjusted by the National Geodetic Survey in August 1993..
 CZ1921
 CZ1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1921.The vertical order pertains to the NGVD 29 superseded value.
 CZ1921
 CZ1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1921
 CZ1921.The geoid height was determined by GEOID03.
 CZ1921
 CZ1921;                    North         East     Units Scale Factor Converg.
 CZ1921;SPC AZ C     -   192,823.840   288,294.885   MT  0.99996922   +0 25 56.6
 CZ1921;SPC AZ C     -   632,624.15    945,849.36   iFT  0.99996922   +0 25 56.6
 CZ1921;UTM  12      - 3,622,091.316   489,026.650   MT  0.99960148   -0 03 48.0
 CZ1921
 CZ1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1921!SPC AZ C     -   0.99987074  x   0.99996922  =   0.99983996
 CZ1921!UTM  12      -   0.99987074  x   0.99960148  =   0.99947227
 CZ1921
 CZ1921:                Primary Azimuth Mark                     Grid Az
 CZ1921:SPC AZ C     -  OLSON                                    144 15 30.8
 CZ1921:UTM  12      -  OLSON                                    144 45 15.4
 CZ1921
 CZ1921|---------------------------------------------------------------------|
 CZ1921| PID    Reference Object                     Distance      Geod. Az  |
 CZ1921|                                                           dddmmss.s |
 CZ1921| CZ1920 OLSON                               APPROX. 4.6 KM 1444127.4 |
 CZ1921| CH5106 DURHAM RM 1                           9.408 METERS 23947     |
 CZ1921| CH5107 DURHAM RM 2                          11.948 METERS 31641     |
 CZ1921|---------------------------------------------------------------------|
 CZ1921
 CZ1921                          SUPERSEDED SURVEY CONTROL
 CZ1921
 CZ1921  NAD 83(1986)-  32 44 11.69659(N)    111 07 01.63315(W) AD(       ) 2
 CZ1921  NAD 27      -  32 44 11.44185(N)    111 06 59.23900(W) AD(       ) 2
 CZ1921  NGVD 29 (07/19/86)  851.62   (m)         2794.0    (f) LEVELING    3  
 CZ1921
 CZ1921.Superseded values are not recommended for survey control.
 CZ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1921.See file dsdata.txt to determine how the superseded data were derived.
 CZ1921
 CZ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8902722091(NAD 83)
 CZ1921_MARKER: DD = SURVEY DISK
 CZ1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1921
 CZ1921  HISTORY     - Date     Condition        Report By
 CZ1921  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1921
 CZ1921                          STATION DESCRIPTION
 CZ1921
 CZ1921'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1921'THE STATION IS ABOUT 26 MILES SOUTHEAST OF FLORENCE, 15.5 MILES
 CZ1921'NORTHWEST OF ORACLE JCT. ALONG EAST SIDE OF U.S. HWY. 80-90 ON A
 CZ1921'SMALL MAN MADE SANDY KNOLL.
 CZ1921'
 CZ1921'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DURHAM 1977
 CZ1921'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1921'IS LOCATED ON TOP OF A SMALL SANDY KNOLL ON EAST SIDE OF
 CZ1921'HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE
 CZ1921'NORTHEAST.
 CZ1921'
 CZ1921'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED DURHAM
 CZ1921'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST.
 CZ1921'
 CZ1921'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED DURHAM
 CZ1921'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST.
 CZ1921'
 CZ1921'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287
 CZ1921'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1921'HWY. 80-89 TO MILE POST 108.20, TURN LEFT (EAST) AND GO THROUGH
 CZ1921'METAL GATE FOR 100 FEET TO A POWER LINE ROAD, TURN RIGHT (SOUTH)
 CZ1921'AND CONTINUE ON ROAD FOR 0.3 MILE TO A WASH, CROSS WASH AND GO
 CZ1921'0.05 MILE, TURN LEFT (EAST) AND GO 500 FEET TO A SMALL MAN MADE
 CZ1921'SANDY KNOLL AND THE STATION.
 CZ1921'
 CZ1921'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1758 ***********************************************************************
 CZ1758  DESIGNATION -  DURKEE
 CZ1758  PID         -  CZ1758
 CZ1758  STATE/COUNTY-  AZ/GRAHAM
 CZ1758  USGS QUAD   -  BLUE JAY PEAK (1972)
 CZ1758
 CZ1758                         *CURRENT SURVEY CONTROL
 CZ1758  ___________________________________________________________________
 CZ1758* NAD 83(1992)-  32 37 58.09333(N)    110 02 25.44357(W)     ADJUSTED  
 CZ1758* NAVD 88     -      1468.2    (meters)    4817.     (feet)  VERTCON   
 CZ1758  ___________________________________________________________________
 CZ1758  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 CZ1758  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CZ1758
 CZ1758  HORZ ORDER  -  FIRST
 CZ1758
 CZ1758.The horizontal coordinates were established by classical geodetic methods
 CZ1758.and adjusted by the National Geodetic Survey in August 1993..
 CZ1758
 CZ1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1758
 CZ1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1758
 CZ1758.The geoid height was determined by GEOID03.
 CZ1758
 CZ1758;                    North         East     Units Scale Factor Converg.
 CZ1758;SPC AZ E     -   181,040.145   225,207.388   MT  0.99990173   +0 04 05.1
 CZ1758;SPC AZ E     -   593,963.73    738,869.38   iFT  0.99990173   +0 04 05.1
 CZ1758;UTM  12      - 3,610,987.223   590,012.991   MT  0.99969991   +0 31 03.0
 CZ1758
 CZ1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1758!SPC AZ E     -   0.99977372  x   0.99990173  =   0.99967547
 CZ1758!UTM  12      -   0.99977372  x   0.99969991  =   0.99947369
 CZ1758
 CZ1758:                Primary Azimuth Mark                     Grid Az
 CZ1758:SPC AZ E     -  WEST PEAK LOOKOUT TOWER                  000 44 58.1
 CZ1758:UTM  12      -  WEST PEAK LOOKOUT TOWER                  000 18 00.2
 CZ1758
 CZ1758|---------------------------------------------------------------------|
 CZ1758| PID    Reference Object                     Distance      Geod. Az  |
 CZ1758|                                                           dddmmss.s |
 CZ1758| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.11.6 KM 0004903.2 |
 CZ1758| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.18.0 KM 0835015.0 |
 CZ1758| CC7315 DURKEE AZ MK                                       1962337.0 |
 CZ1758| CC7316 DURKEE RM 1                          10.453 METERS 22241     |
 CZ1758| CC7317 DURKEE RM 2                           7.707 METERS 32830     |
 CZ1758|---------------------------------------------------------------------|
 CZ1758
 CZ1758                          SUPERSEDED SURVEY CONTROL
 CZ1758
 CZ1758  NAD 83(1986)-  32 37 58.09016(N)    110 02 25.44238(W) AD(       ) 1
 CZ1758  NAD 27      -  32 37 57.84100(N)    110 02 23.16100(W) AD(       ) 1
 CZ1758  NGVD 29 (07/19/86) 1467.4    (m)         4814.     (f) VERT ANG       
 CZ1758
 CZ1758.Superseded values are not recommended for survey control.
 CZ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1758.See file dsdata.txt to determine how the superseded data were derived.
 CZ1758
 CZ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9001310987(NAD 83)
 CZ1758_MARKER: DS = TRIANGULATION STATION DISK
 CZ1758_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1758_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1758
 CZ1758  HISTORY     - Date     Condition        Report By
 CZ1758  HISTORY     - 1946     MONUMENTED       CGS
 CZ1758
 CZ1758                          STATION DESCRIPTION
 CZ1758
 CZ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1758'STATION IS ON A SMALL, LONE HILL, RISING ABOUT 150 FEET ABOVE
 CZ1758'THE VALLEY FLOOR, AND LOCATED BY APPROXIMATE AIRLINE DISTANCES
 CZ1758'5 MILES NW OF BONITA.  IT IS 3-1/2 MILES SSW OF THE 76 RANCH.
 CZ1758'
 CZ1758'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE KLONDYKE
 CZ1758'ROAD FOR 5 MILES TO A CATTLE GUARD ACROSS THE MAIN TRAVELED
 CZ1758'ROAD.  CROSS CATTLE GUARD AND MAKE A NEARLY COMPLETE U-TURN TO
 CZ1758'THE RIGHT AROUND THE FENCE CORNER AND ONTO A DIM TRACK ROAD FOR
 CZ1758'ABOUT 65 YARDS TO A GATE.  PASS THROUGH AND CONTINUE 1 MILE,
 CZ1758'THENCE TURN LEFT ACROSS COUNTRY FOR 0.6 MILE, CROSSING A SMALL
 CZ1758'WASH, THENCE TO THE SSW SIDE OF THE STATION HILL, THENCE RIGHT
 CZ1758'UP THE STEEP SLOPE TO THE HIGHEST POINT AND THE STATION.
 CZ1758'(TRUCK WITH COMPOUND GEARS ADVISED FOR DRIVING TO THE TOP.
 CZ1758'ABOUT A 5-MINUTE PACK IF THE TRUCK IS LEFT AT THE BOTTOM OF
 CZ1758'THE HILL.)
 CZ1758'
 CZ1758'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DURKEE 1946,
 CZ1758'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 CZ1758'GROUND.  IT IS LOCATED 37 FEET NE OF A 3-FOOT CAIRN WITH POLE
 CZ1758'IN CENTER WHICH IS ON THE HIGHEST POINT OF THE HILL.
 CZ1758'
 CZ1758'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DURKEE
 CZ1758'NO 1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1758'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CZ1758'STATION, ABOUT 1-1/2 FEET HIGHER, AND 3 FEET SE OF THE
 CZ1758'ABOVE-MENTIONED CAIRN.
 CZ1758'
 CZ1758'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DURKEE NO
 CZ1758'2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1758'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS LOCATED NNW OF THE
 CZ1758'STATION AND ABOUT 1 FOOT LOWER.
 CZ1758'
 CZ1758'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED DURKEE 1946,
 CZ1758'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 CZ1758'ABOVE THE GROUND.  IT IS LOCATED SSW OF THE STATION, 11 FEET
 CZ1758'NNW OF A 4- BY 4-INCH WHITE WITNESS POST SET IN CONCRETE AND
 CZ1758'FASTENED TO A N-S FENCE LINE, AND 5 FEET W OF THIS SAME FENCE
 CZ1758'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0334 ***********************************************************************
 DA0334  FBN         -  This is a Federal Base Network Control Station.
 DA0334  DESIGNATION -  DUST
 DA0334  PID         -  DA0334
 DA0334  STATE/COUNTY-  AZ/PIMA
 DA0334  USGS QUAD   -  AJO SOUTH (1990)
 DA0334
 DA0334                         *CURRENT SURVEY CONTROL
 DA0334  ___________________________________________________________________
 DA0334* NAD 83(1992)-  32 18 17.42572(N)    112 45 34.56595(W)     ADJUSTED  
 DA0334* NAVD 88     -       520.327  (meters)    1707.11   (feet)  ADJUSTED  
 DA0334  ___________________________________________________________________
 DA0334  X           -  -2,087,712.687 (meters)                     COMP
 DA0334  Y           -  -4,976,291.119 (meters)                     COMP
 DA0334  Z           -   3,389,311.926 (meters)                     COMP
 DA0334  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DA0334  ELLIP HEIGHT-         488.75  (meters)          (09/30/99) GPS OBS
 DA0334  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0334  DYNAMIC HT  -         519.654 (meters)    1704.90  (feet)  COMP
 DA0334  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0334
 DA0334  HORZ ORDER  -  A
 DA0334  VERT ORDER  -  FIRST     CLASS II
 DA0334  ELLP ORDER  -  THIRD     CLASS I
 DA0334
 DA0334.The horizontal coordinates were established by GPS observations
 DA0334.and adjusted by the National Geodetic Survey in September 1992..
 DA0334
 DA0334.The orthometric height was determined by differential leveling
 DA0334.and adjusted by the National Geodetic Survey in June 1991..
 DA0334
 DA0334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0334
 DA0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0334
 DA0334.The ellipsoidal height was determined by GPS observations
 DA0334.and is referenced to NAD 83.
 DA0334
 DA0334.The geoid height was determined by GEOID03.
 DA0334
 DA0334.The dynamic height is computed by dividing the NAVD 88
 DA0334.geopotential number by the normal gravity value computed on the
 DA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0334.degrees latitude (g = 980.6199 gals.).
 DA0334
 DA0334.The modeled gravity was interpolated from observed gravity values.
 DA0334
 DA0334;                    North         East     Units Scale Factor Converg.
 DA0334;SPC AZ C     -   144,979.320   133,979.785   MT  0.99997768   -0 27 01.8
 DA0334;SPC AZ C     -   475,653.94    439,566.22   iFT  0.99997768   -0 27 01.8
 DA0334;UTM  12      - 3,575,585.515   334,337.213   MT  0.99993844   -0 56 26.1
 DA0334
 DA0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0334!SPC AZ C     -   0.99992327  x   0.99997768  =   0.99990095
 DA0334!UTM  12      -   0.99992327  x   0.99993844  =   0.99986171
 DA0334
 DA0334:                Primary Azimuth Mark                     Grid Az
 DA0334:SPC AZ C     -  GUNSIGHT                                 149 14 03.1
 DA0334:UTM  12      -  GUNSIGHT                                 149 43 27.4
 DA0334
 DA0334|---------------------------------------------------------------------|
 DA0334| PID    Reference Object                     Distance      Geod. Az  |
 DA0334|                                                           dddmmss.s |
 DA0334| DA1515 GUNSIGHT                            APPROX.13.5 KM 1484701.3 |
 DA0334| CH5108 DUST AZ MK                                         1491325.8 |
 DA0334| DA0333 DUST RM 1                            13.483 METERS 24541     |
 DA0334| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX.11.6 KM 3073513.2 |
 DA0334| DA0332 DUST RM 2                            15.509 METERS 32927     |
 DA0334|---------------------------------------------------------------------|
 DA0334
 DA0334                          SUPERSEDED SURVEY CONTROL
 DA0334
 DA0334  NAD 83(1986)-  32 18 17.41479(N)    112 45 34.57110(W) AD(       ) B
 DA0334  ELLIP H (09/30/92)  488.77   (m)                       GP(       ) 2 1
 DA0334  NAD 83(1986)-  32 18 17.41479(N)    112 45 34.57110(W) AD(       ) 2
 DA0334  NAD 27      -  32 18 17.19619(N)    112 45 32.03439(W) AD(       ) 2
 DA0334  NAVD 88 (09/30/92)  520.33   (m)         1707.1    (f) LEVELING    3  
 DA0334  NGVD 29 (??/??/92)  519.612  (m)         1704.76   (f) ADJ UNCH    1 2
 DA0334
 DA0334.Superseded values are not recommended for survey control.
 DA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0334.See file dsdata.txt to determine how the superseded data were derived.
 DA0334
 DA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3433775586(NAD 83)
 DA0334_MARKER: DS = TRIANGULATION STATION DISK
 DA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0334_SP_SET: CONCRETE POST
 DA0334_STAMPING: DUST 1936 DOT
 DA0334_MARK LOGO: CGS   
 DA0334_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0334+STABILITY: SURFACE MOTION
 DA0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0334+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1998
 DA0334
 DA0334  HISTORY     - Date     Condition        Report By
 DA0334  HISTORY     - 1936     MONUMENTED       CGS
 DA0334  HISTORY     - 1953     GOOD             CGS
 DA0334  HISTORY     - 1953     GOOD             NGS
 DA0334  HISTORY     - 1978     GOOD             NGS
 DA0334  HISTORY     - 1979     GOOD             NGS
 DA0334  HISTORY     - 1981     GOOD             NGS
 DA0334  HISTORY     - 1981     GOOD             NGS
 DA0334  HISTORY     - 19880320 GOOD             USPSQD
 DA0334  HISTORY     - 19920203 GOOD             NGS
 DA0334  HISTORY     - 19970305 GOOD             USPSQD
 DA0334  HISTORY     - 19980918 GOOD             AZ-013
 DA0334  HISTORY     - 19981110 GOOD             NGS
 DA0334
 DA0334                          STATION DESCRIPTION
 DA0334
 DA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0334'ABOUT 7 MILES, AIR LINE, SOUTHEAST OF AJO, 15.0 METERS SOUTH
 DA0334'OF THE CENTERLINE OF THE SELLS-AJO HIGHWAY, AND 4.6 MILES
 DA0334'ALONG THE SELLS-AJO HIGHWAY, IN THE DIRECTION OF AJO FROM THE
 DA0334'PAPAGO INDIAN RESERVATION BOUNDARY FENCE.  SURFACE AND UNDERGROUND
 DA0334'MARKS ARE STANDARD BRONZE DISKS.
 DA0334'SURFACE-STATION AND REFERENCE MARKS ARE SET IN 8- BY 8-INCH
 DA0334'POSTS PROJECTING 6 INCHES ABOVE SURFACE OF GROUND.  REFERENCE
 DA0334'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 13.490
 DA0334'METERS (44.26 FEET) FROM STATION S 65 DEG 39 MIN W.
 DA0334'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA0334'IS 15.510 METERS (50.89 FEET) FROM STATION
 DA0334'N 30 DEG 34 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA0334'BRONZE DISK, IS ABOUT 0.3 MILE FROM STATION IN
 DA0334'S 30 DEG 47 MIN E.
 DA0334
 DA0334                          STATION RECOVERY (1953)
 DA0334
 DA0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 DA0334'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DA0334'THE AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK WAS RECOVERED.
 DA0334'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0334'
 DA0334'THE STATION IS LOCATED ABOUT 8 MI. SE OF AJO, ALONG STATE
 DA0334'HIGHWAY 86.  TO REACH FROM THE TUCSON, CORNELIA AND GILA BEND
 DA0334'RAILROAD STATION AT AJO, GO 0.15 MI. SE ALONG THE TRACK TO STATE
 DA0334'HIGHWAY 86, THENCE 7.9 MI. SE ALONG THE HIGHWAY TO A POINT
 DA0334'1.4 MI. SE OF THE SE END OF A BEND IN THE HIGHWAY.
 DA0334'
 DA0334'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED
 DA0334'DUST 1936, 51.5 FT. SW OF THE CENTERLINE OF THE HIGHWAY, 50.9 FT.
 DA0334'SE OF REFERENCE MARK 2, 44.3 FT. NE OF REFERENCE MARK 1, 1.8
 DA0334'FT. N OF A WITNESS POST, ABOUT 1 FT. LOWER THAN THE HIGHWAY,
 DA0334'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE
 DA0334'THE GROUND.
 DA0334'
 DA0334'REFERENCE MARK 1 IS A REFERENCE-MARK DISK, STAMPED DUST NO 1
 DA0334'1936, 95.8 FT. SW OF THE CENTERLINE OF THE HIGHWAY, 44.3
 DA0334'FT. SW OF THE STATION, 1.8 FT. N OF A WITNESS POST, ABOUT
 DA0334'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 DA0334'PROJECTING 0.5 FT. ABOVE THE GROUND.
 DA0334'
 DA0334'R.M. 2 IS A REFERENCE MARK DISK, STAMPED DUST NO 2 1936, 52
 DA0334'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.9 FEET
 DA0334'NW OF THE STATION, 2.2 FEET NE OF A WITNESS POST, AND SET IN
 DA0334'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA0334
 DA0334                          STATION RECOVERY (1953)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DA0334'8.05 MI SE FROM AJO.
 DA0334'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0334'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0334'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0334'HIGHWAY, 51.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.9
 DA0334'FEET SOUTHEAST OF DUST R.M. 2, 44.3 FEET NORTHEAST OF DUST R.M. 1, 1.8
 DA0334'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 DA0334'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0334'GROUND.
 DA0334
 DA0334                          STATION RECOVERY (1978)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DA0334'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA0334'CONDITION.  AZIMUTH MARK HAD BEEN DESTROYED.  MEASUREMENT TO
 DA0334'REFERENCE MARKS CHECKED WITHIN 8 CENTIMETERS AND ANGLE BETWEEN RMS
 DA0334'CHECKED BY ONE MINUTE.
 DA0334'
 DA0334'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTH ALONG
 DA0334'ARIZONA HWY. 85-86 FOR 8 MILES TO MILE POST 50.1 AND THE STATION ON
 DA0334'THE RIGHT 51 FEET SOUTH OF HWY. CENTERLINE.
 DA0334'
 DA0334'THE 1953 DESCRIPTION OF THE MARKS ARE ADEQUATE.
 DA0334'
 DA0334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 DA0334'OF AJO.
 DA0334'
 DA0334'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0334
 DA0334                          STATION RECOVERY (1979)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DA0334'DUST 1936 RECOVERED GOOD.
 DA0334'
 DA0334'DUST NO. 1 1936 RECOVERED GOOD.
 DA0334'
 DA0334'DUST NO 2 1936 RECOVERED GOOD.
 DA0334'
 DA0334'RECOVERED AS DESCRIBED.
 DA0334'
 DA0334'DISTANCE AND DIRECTION FROM NEAREST TOWN--12.8 KILOMETERS SOUTH
 DA0334'EAST OF AJO.
 DA0334
 DA0334                          STATION RECOVERY (1981)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DA0334'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DA0334
 DA0334                          STATION RECOVERY (1981)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0334'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0334'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0334'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0334'50, 15.7 M (51.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.5
 DA0334'M (50.9 FT) SOUTHEAST OF REFERENCE MARK 2, 13.4 M (44.3 FT) NORTHEAST
 DA0334'OF REFERENCE MARK 1.
 DA0334'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 DA0334
 DA0334                          STATION RECOVERY (1988)
 DA0334
 DA0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0334'RECOVERED IN GOOD CONDITION.
 DA0334
 DA0334                          STATION RECOVERY (1992)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DA0334'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHEAST OF AJO, 4.8 KM
 DA0334'(3.0 MI) NORTHWEST OF WHY, ALONG STATE HIGHWAY 85, 2.4 KM (1.5 MI)
 DA0334'SOUTHWEST OF THE MIDDLE OF A LONG CURVE, ON THE RIGHT-OF-WAY, AT MILE
 DA0334'50.15, IN A FLAT AREA WITH LOW SPARSE BRUSH.  OWNERSHIP--STATE
 DA0334'DEPARTMENT OF TRANSPORTATION.
 DA0334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 86 IN
 DA0334'WHY, GO NORTHWEST ON HIGHWAY 85 FOR 2.74 KM (1.70 MI) TO A TRACK ROAD
 DA0334'ON THE RIGHT IN A WASH.  CONTINUE AHEAD ON HIGHWAY 85 FOR 2.12 KM
 DA0334'(1.32 MI) TO THE STATION ON THE LEFT.
 DA0334'THE STATION IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 DA0334'PROJECTING 20 CM ABOVE GROUND.  LOCATED 45.1 M (148.0 FT) NORTHEAST
 DA0334'OF THE RIGHT-OF-WAY FENCE, 15.8 M (51.8 FT) SOUTHWEST OF AND LEVEL
 DA0334'WITH THE HIGHWAY CENTER AND 1.5 M (4.9 FT) SOUTHEAST OF A METAL
 DA0334'WITNESS POST.
 DA0334
 DA0334                          STATION RECOVERY (1997)
 DA0334
 DA0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0334'RECOVERED IN GOOD CONDITION.
 DA0334
 DA0334                          STATION RECOVERY (1998)
 DA0334
 DA0334'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA0334'RECOVERED AS DESCRIBED.
 DA0334
 DA0334                          STATION RECOVERY (1998)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DA0334'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1558 ***********************************************************************
 CZ1558  DESIGNATION -  DUST RESET
 CZ1558  PID         -  CZ1558
 CZ1558  STATE/COUNTY-  AZ/PINAL
 CZ1558  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1558
 CZ1558                         *CURRENT SURVEY CONTROL
 CZ1558  ___________________________________________________________________
 CZ1558* NAD 83(1992)-  32 49 05.89420(N)    111 41 04.08333(W)     ADJUSTED  
 CZ1558* NAVD 88     -       447.97   (+/-2cm)    1469.7    (feet)  VERTCON   
 CZ1558  ___________________________________________________________________
 CZ1558  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CZ1558  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1558
 CZ1558  HORZ ORDER  -  THIRD
 CZ1558  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1558
 CZ1558.The horizontal coordinates were established by classical geodetic methods
 CZ1558.and adjusted by the National Geodetic Survey in August 1993..
 CZ1558.No horizontal observational check was made to the station.
 CZ1558
 CZ1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1558.The vertical order pertains to the NGVD 29 superseded value.
 CZ1558
 CZ1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1558
 CZ1558.The geoid height was determined by GEOID03.
 CZ1558
 CZ1558;                    North         East     Units Scale Factor Converg.
 CZ1558;SPC AZ C     -   201,626.826   235,101.969   MT  0.99990583   +0 07 33.0
 CZ1558;SPC AZ C     -   661,505.33    771,331.92   iFT  0.99990583   +0 07 33.0
 CZ1558;UTM  12      - 3,631,351.819   435,928.521   MT  0.99965062   -0 22 15.5
 CZ1558
 CZ1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1558!SPC AZ C     -   0.99993440  x   0.99990583  =   0.99984023
 CZ1558!UTM  12      -   0.99993440  x   0.99965062  =   0.99958504
 CZ1558
 CZ1558|---------------------------------------------------------------------|
 CZ1558| PID    Reference Object                     Distance      Geod. Az  |
 CZ1558|                                                           dddmmss.s |
 CZ1558| CZ1560 DUST RESET RM 2                      16.331 METERS 09104     |
 CZ1558| CH5109 DUST RESET AZ MK                                   1004658.5 |
 CZ1558| CZ1408 DUST                                446.699 METERS 3554833.3 |
 CZ1558| CZ1559 DUST RESET RM 1                      15.470 METERS 35553     |
 CZ1558|---------------------------------------------------------------------|
 CZ1558
 CZ1558                          SUPERSEDED SURVEY CONTROL
 CZ1558
 CZ1558  NAD 83(1986)-  32 49 05.88875(N)    111 41 04.08385(W) AD(       ) 3
 CZ1558  NAD 27      -  32 49 05.67904(N)    111 41 01.62874(W) AD(       ) 3
 CZ1558  NGVD 29 (??/??/92)  447.424  (m)         1467.92   (f) ADJ UNCH    1 2
 CZ1558
 CZ1558.Superseded values are not recommended for survey control.
 CZ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1558.See file dsdata.txt to determine how the superseded data were derived.
 CZ1558
 CZ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3592931352(NAD 83)
 CZ1558_MARKER: DS = TRIANGULATION STATION DISK
 CZ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1558_STAMPING: DUST RESET 1964
 CZ1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1558+STABILITY: SURFACE MOTION
 CZ1558
 CZ1558  HISTORY     - Date     Condition        Report By
 CZ1558  HISTORY     - 1964     MONUMENTED       AZHD
 CZ1558  HISTORY     - 1975     GOOD             AZDT
 CZ1558
 CZ1558                          STATION DESCRIPTION
 CZ1558
 CZ1558'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CZ1558'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE CITY
 CZ1558'OF CASA GRANDE.
 CZ1558'
 CZ1558'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CZ1558'84 AND 93 AND FLORENCE STREET IN CASA GRANDE, GO SOUTHEAST ON
 CZ1558'STATE HIGHWAY 84 AND 93 FOR 6.40 MILES TO THE SUNLAND GIN ROAD,
 CZ1558'TURN RIGHT, SOUTH, FOR 0.2 MILE, THENCE RIGHT, WEST, FOR 0.75
 CZ1558'MILE (THIS WILL BE THE CENTER LINE MEDIAN OF THE NEW
 CZ1558'PHOENIX-TUCSON FREEWAY, INTERSTATE HIGHWAY 10), THENCE DIRECTLY
 CZ1558'SOUTH ON MEDIAN LINE FOR 1064 FEET TO THE STATION.
 CZ1558'
 CZ1558'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED DUST 1962
 CZ1558'RESET 1964 AND SET IN A 11-INCH SQUARE CONCRETE MONUMENT
 CZ1558'PROJECTING 6 INCHES.  IT IS 4 FEET NORTH OF A WITNESS POST.
 CZ1558'
 CZ1558'REFERENCE MARK NO. 1 RESET 1964 IS A STANDARD REFERENCE MARK
 CZ1558'DISK STAMPED DUST NO 1 1962 RESET 1964 AND IS SET IN TOP OF A
 CZ1558'11-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 CZ1558'
 CZ1558'REFERENCE MARK NO. 2 RESET 1964 IS A STANDARD REFERENCE MARK
 CZ1558'DISK STAMPED DUST NO 2 1962 RESET 1964 AND IS SET IN TOP OF
 CZ1558'11-INCH SQUARE CONCRETE POST.
 CZ1558'
 CZ1558'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 CZ1558'DUST 1962 RESET 1964 AND IS SET IN TOP OF A 6-INCH CIRCULAR
 CZ1558'CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS LOCATED 0.70
 CZ1558'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 84 AND 93 AND
 CZ1558'SUNLAND GIN ROAD, ON THE EAST SIDE OF SUNLAND GIN ROAD, 5 FEET
 CZ1558'NORTH OF POWER POLE NO. 10 AND 4 FEET SOUTH OF A WITNESS POST.
 CZ1558'
 CZ1558'LEVELS WERE NOT RUN TO NEW MARKS.
 CZ1558
 CZ1558                          STATION RECOVERY (1975)
 CZ1558
 CZ1558'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1558'6.6 MI SE FROM CASA BLANCA.
 CZ1558'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1558'LEFT.  150 FT. NORTH OF THE EAST BOUND CENTERLINE.  OPPOSITE AND SOUTH
 CZ1558'OF THE I-8 AND I-10 OVERPASS.  3 FT. NORTHEAST OF USC AND GS SIGN. A
 CZ1558'USC AND GS TRIANGULATION BRASS CAP SET IN A 12 IN. CYLINDRICAL
 CZ1558'CONCRETE POST, UP 0.15 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1559 ***********************************************************************
 CZ1559  DESIGNATION -  DUST RESET RM 1
 CZ1559  PID         -  CZ1559
 CZ1559  STATE/COUNTY-  AZ/PINAL
 CZ1559  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1559
 CZ1559                         *CURRENT SURVEY CONTROL
 CZ1559  ___________________________________________________________________
 CZ1559* NAD 83(1986)-  32 49 06.     (N)    111 41 02.     (W)     SCALED    
 CZ1559* NAVD 88     -       448.10   (+/-2cm)    1470.1    (feet)  VERTCON   
 CZ1559  ___________________________________________________________________
 CZ1559  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1559
 CZ1559  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1559
 CZ1559.The horizontal coordinates were scaled from a topographic map and have
 CZ1559.an estimated accuracy of +/- 6 seconds.
 CZ1559
 CZ1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1559.The vertical order pertains to the NGVD 29 superseded value.
 CZ1559
 CZ1559.The geoid height was determined by GEOID03.
 CZ1559
 CZ1559;                    North         East    Units  Estimated Accuracy
 CZ1559;SPC AZ C     -   201,630.      235,160.      MT  (+/- 180 meters Scaled)
 CZ1559
 CZ1559                          SUPERSEDED SURVEY CONTROL
 CZ1559
 CZ1559  NGVD 29 (??/??/92)  447.548  (m)         1468.33   (f) ADJ UNCH    1 2
 CZ1559
 CZ1559.Superseded values are not recommended for survey control.
 CZ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1559.See file dsdata.txt to determine how the superseded data were derived.
 CZ1559
 CZ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359313(NAD 83)
 CZ1559_MARKER: DR = REFERENCE MARK DISK
 CZ1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1559_STAMPING: DUST RESET NO 1
 CZ1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1559+STABILITY: SURFACE MOTION
 CZ1559
 CZ1559  HISTORY     - Date     Condition        Report By
 CZ1559  HISTORY     - 1964     MONUMENTED       CGS
 CZ1559  HISTORY     - 1964     GOOD             NGS
 CZ1559  HISTORY     - 1975     GOOD             AZDT
 CZ1559
 CZ1559                          STATION DESCRIPTION
 CZ1559
 CZ1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CZ1559'6.6 MI SE FROM CASA BLANCA.
 CZ1559'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1559'LEFT.  ABOUT 200 FT. NORTH OF THE EAST BOUND CENTERLINE.  55 FT.
 CZ1559'NORTHWEST OF THE MAIN STATION.  A USC AND GS REFERENCE MARK BRASS CAP,
 CZ1559'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
 CZ1559
 CZ1559                          STATION RECOVERY (1975)
 CZ1559
 CZ1559'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1560 ***********************************************************************
 CZ1560  DESIGNATION -  DUST RESET RM 2
 CZ1560  PID         -  CZ1560
 CZ1560  STATE/COUNTY-  AZ/PINAL
 CZ1560  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1560
 CZ1560                         *CURRENT SURVEY CONTROL
 CZ1560  ___________________________________________________________________
 CZ1560* NAD 83(1986)-  32 49 06.     (N)    111 41 02.     (W)     SCALED    
 CZ1560* NAVD 88     -       448.01   (+/-2cm)    1469.8    (feet)  VERTCON   
 CZ1560  ___________________________________________________________________
 CZ1560  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1560
 CZ1560  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1560
 CZ1560.The horizontal coordinates were scaled from a topographic map and have
 CZ1560.an estimated accuracy of +/- 6 seconds.
 CZ1560
 CZ1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1560.The vertical order pertains to the NGVD 29 superseded value.
 CZ1560
 CZ1560.The geoid height was determined by GEOID03.
 CZ1560
 CZ1560;                    North         East    Units  Estimated Accuracy
 CZ1560;SPC AZ C     -   201,630.      235,160.      MT  (+/- 180 meters Scaled)
 CZ1560
 CZ1560                          SUPERSEDED SURVEY CONTROL
 CZ1560
 CZ1560  NGVD 29 (??/??/92)  447.461  (m)         1468.05   (f) ADJ UNCH    1 2
 CZ1560
 CZ1560.Superseded values are not recommended for survey control.
 CZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1560.See file dsdata.txt to determine how the superseded data were derived.
 CZ1560
 CZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359313(NAD 83)
 CZ1560_MARKER: DR = REFERENCE MARK DISK
 CZ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1560_STAMPING: DUST RESET NO 2 1964
 CZ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1560+STABILITY: SURFACE MOTION
 CZ1560
 CZ1560  HISTORY     - Date     Condition        Report By
 CZ1560  HISTORY     - 1964     MONUMENTED       CGS
 CZ1560  HISTORY     - 1975     GOOD             AZDT
 CZ1560
 CZ1560                          STATION DESCRIPTION
 CZ1560
 CZ1560'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1560'6.6 MI SE FROM CASA BLANCA.
 CZ1560'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1560'LEFT.  ABOUT 225 FT. NORTH OF THE EAST BOUND CENTERLINE.  55 FT.
 CZ1560'NORTHEAST OF THE MAIN STATION.  A USC AND GS REFERENCE MARK BRASS CAP,
 CZ1560'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0333 ***********************************************************************
 DA0333  DESIGNATION -  DUST RM 1
 DA0333  PID         -  DA0333
 DA0333  STATE/COUNTY-  AZ/PIMA
 DA0333  USGS QUAD   -  AJO SOUTH (1990)
 DA0333
 DA0333                         *CURRENT SURVEY CONTROL
 DA0333  ___________________________________________________________________
 DA0333* NAD 83(1986)-  32 18 17.     (N)    112 45 35.     (W)     SCALED    
 DA0333* NAVD 88     -       520.205  (meters)    1706.71   (feet)  ADJUSTED  
 DA0333  ___________________________________________________________________
 DA0333  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0333  DYNAMIC HT  -         519.532 (meters)    1704.50  (feet)  COMP
 DA0333  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0333
 DA0333  VERT ORDER  -  FIRST     CLASS II
 DA0333
 DA0333.The horizontal coordinates were scaled from a topographic map and have
 DA0333.an estimated accuracy of +/- 6 seconds.
 DA0333
 DA0333.The orthometric height was determined by differential leveling
 DA0333.and adjusted by the National Geodetic Survey in June 1991..
 DA0333
 DA0333.The geoid height was determined by GEOID03.
 DA0333
 DA0333.The dynamic height is computed by dividing the NAVD 88
 DA0333.geopotential number by the normal gravity value computed on the
 DA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0333.degrees latitude (g = 980.6199 gals.).
 DA0333
 DA0333.The modeled gravity was interpolated from observed gravity values.
 DA0333
 DA0333;                    North         East    Units  Estimated Accuracy
 DA0333;SPC AZ C     -   144,970.      133,970.      MT  (+/- 180 meters Scaled)
 DA0333
 DA0333                          SUPERSEDED SURVEY CONTROL
 DA0333
 DA0333  NGVD 29 (??/??/92)  519.492  (m)         1704.37   (f) ADJ UNCH    1 2
 DA0333
 DA0333.Superseded values are not recommended for survey control.
 DA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0333.See file dsdata.txt to determine how the superseded data were derived.
 DA0333
 DA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA343755(NAD 83)
 DA0333_MARKER: DR = REFERENCE MARK DISK
 DA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0333_STAMPING: DUST NO 1 1936
 DA0333_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0333+STABILITY: SURFACE MOTION
 DA0333
 DA0333  HISTORY     - Date     Condition        Report By
 DA0333  HISTORY     - 1936     MONUMENTED       CGS
 DA0333  HISTORY     - 1953     GOOD             NGS
 DA0333  HISTORY     - 1981     GOOD             NGS
 DA0333  HISTORY     - 19880320 GOOD             USPSQD
 DA0333  HISTORY     - 19970305 GOOD             USPSQD
 DA0333  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0333
 DA0333                          STATION DESCRIPTION
 DA0333
 DA0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0333'8.05 MI SE FROM AJO.
 DA0333'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0333'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0333'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0333'HIGHWAY, 95.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63.7
 DA0333'FEET SOUTH OF DUST R.M. 2, 44.3 FEET SOUTHWEST OF TRIANGULATION
 DA0333'STATION DUST, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0333'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0333'FOOT ABOVE THE GROUND.
 DA0333
 DA0333                          STATION RECOVERY (1981)
 DA0333
 DA0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0333'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0333'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0333'50, 29.7 M (95.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0333'13.4 M (44.3 FT) SOUTHWEST OF STATION DUST.
 DA0333'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0333
 DA0333                          STATION RECOVERY (1988)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0333'RECOVERED IN GOOD CONDITION.
 DA0333
 DA0333                          STATION RECOVERY (1997)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0333'RECOVERED IN GOOD CONDITION.
 DA0333
 DA0333                          STATION RECOVERY (1999)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1085 ***********************************************************************
 CZ1085  DESIGNATION -  DUST RM 1
 CZ1085  PID         -  CZ1085
 CZ1085  STATE/COUNTY-  AZ/PINAL
 CZ1085  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1085
 CZ1085                         *CURRENT SURVEY CONTROL
 CZ1085  ___________________________________________________________________
 CZ1085* NAD 83(1986)-  32 49 20.     (N)    111 41 22.     (W)     SCALED    
 CZ1085* NAVD 88     -       447.06   (+/-2cm)    1466.7    (feet)  VERTCON   
 CZ1085  ___________________________________________________________________
 CZ1085  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1085
 CZ1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1085
 CZ1085.The horizontal coordinates were scaled from a topographic map and have
 CZ1085.an estimated accuracy of +/- 6 seconds.
 CZ1085
 CZ1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1085.The vertical order pertains to the NGVD 29 superseded value.
 CZ1085
 CZ1085.The geoid height was determined by GEOID03.
 CZ1085
 CZ1085;                    North         East    Units  Estimated Accuracy
 CZ1085;SPC AZ C     -   202,060.      234,640.      MT  (+/- 180 meters Scaled)
 CZ1085
 CZ1085                          SUPERSEDED SURVEY CONTROL
 CZ1085
 CZ1085  NGVD 29 (??/??/92)  446.517  (m)         1464.95   (f) ADJ UNCH    2 0
 CZ1085
 CZ1085.Superseded values are not recommended for survey control.
 CZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1085.See file dsdata.txt to determine how the superseded data were derived.
 CZ1085
 CZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB354317(NAD 83)
 CZ1085_MARKER: DR = REFERENCE MARK DISK
 CZ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1085_STAMPING: DUST NO 1 1962
 CZ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1085+STABILITY: SURFACE MOTION
 CZ1085
 CZ1085  HISTORY     - Date     Condition        Report By
 CZ1085  HISTORY     - 1962     MONUMENTED       CGS
 CZ1085
 CZ1085                          STATION DESCRIPTION
 CZ1085
 CZ1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1085'6.2 MI SE FROM CASA GRANDE.
 CZ1085'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 93-84 FROM THE POST OFFICE AT
 CZ1085'CASA GRANDE, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD TO A GATE, PASS
 CZ1085'THROUGH GATE AND GO 0.05 MILE EAST ALONG THE FENCE LINE, THENCE 0.45
 CZ1085'MILE SOUTH TO A FENCE LINE, THENCE 0.05 MILE EAST ALONG THE FENCE
 CZ1085'LINE, THENCE 0.15 MILE NORTHEAST ALONG A DIM TRACK ROAD, 9 FEET NORTH
 CZ1085'OF A SMALL DRAINAGE DITCH, 6 FEET WEST OF A YELLOW PAINTED 2 BY 4
 CZ1085'WOODEN WITNESS POST, 150 FEET EAST OF TRAVERSE STATION DUST, 151.0
 CZ1085'FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 CZ1085'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0332 ***********************************************************************
 DA0332  DESIGNATION -  DUST RM 2
 DA0332  PID         -  DA0332
 DA0332  STATE/COUNTY-  AZ/PIMA
 DA0332  USGS QUAD   -  AJO SOUTH (1990)
 DA0332
 DA0332                         *CURRENT SURVEY CONTROL
 DA0332  ___________________________________________________________________
 DA0332* NAD 83(1986)-  32 18 17.     (N)    112 45 35.     (W)     SCALED    
 DA0332* NAVD 88     -       520.202  (meters)    1706.70   (feet)  ADJUSTED  
 DA0332  ___________________________________________________________________
 DA0332  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0332  DYNAMIC HT  -         519.529 (meters)    1704.49  (feet)  COMP
 DA0332  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0332
 DA0332  VERT ORDER  -  FIRST     CLASS II
 DA0332
 DA0332.The horizontal coordinates were scaled from a topographic map and have
 DA0332.an estimated accuracy of +/- 6 seconds.
 DA0332
 DA0332.The orthometric height was determined by differential leveling
 DA0332.and adjusted by the National Geodetic Survey in June 1991..
 DA0332
 DA0332.The geoid height was determined by GEOID03.
 DA0332
 DA0332.The dynamic height is computed by dividing the NAVD 88
 DA0332.geopotential number by the normal gravity value computed on the
 DA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0332.degrees latitude (g = 980.6199 gals.).
 DA0332
 DA0332.The modeled gravity was interpolated from observed gravity values.
 DA0332
 DA0332;                    North         East    Units  Estimated Accuracy
 DA0332;SPC AZ C     -   144,970.      133,970.      MT  (+/- 180 meters Scaled)
 DA0332
 DA0332                          SUPERSEDED SURVEY CONTROL
 DA0332
 DA0332  NGVD 29 (??/??/92)  519.487  (m)         1704.35   (f) ADJ UNCH    1 2
 DA0332
 DA0332.Superseded values are not recommended for survey control.
 DA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0332.See file dsdata.txt to determine how the superseded data were derived.
 DA0332
 DA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA343755(NAD 83)
 DA0332_MARKER: DR = REFERENCE MARK DISK
 DA0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0332_STAMPING: DUST NO 2 1936
 DA0332_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0332+STABILITY: SURFACE MOTION
 DA0332
 DA0332  HISTORY     - Date     Condition        Report By
 DA0332  HISTORY     - 1936     MONUMENTED       CGS
 DA0332  HISTORY     - 1953     GOOD             NGS
 DA0332  HISTORY     - 1981     GOOD             NGS
 DA0332  HISTORY     - 19880320 GOOD             USPSQD
 DA0332  HISTORY     - 19970305 GOOD             USPSQD
 DA0332  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0332
 DA0332                          STATION DESCRIPTION
 DA0332
 DA0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0332'8.05 MI SE FROM AJO.
 DA0332'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0332'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0332'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0332'HIGHWAY, 63.7 FEET NORTH OF DUST R.M. 1, 52 FEET SOUTHWEST OF THE
 DA0332'CENTER LINE OF THE HIGHWAY, 50.9 FEET NORTHWEST OF TRIANGULATION
 DA0332'STATION DUST, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0332'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0332'FOOT ABOVE THE GROUND.
 DA0332
 DA0332                          STATION RECOVERY (1981)
 DA0332
 DA0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0332'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0332'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0332'50, 15.8 M (52.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0332'15.4 M (50.9 FT) NORTHWEST OF THE STATION DUST.
 DA0332'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0332
 DA0332                          STATION RECOVERY (1988)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0332'RECOVERED IN GOOD CONDITION.
 DA0332
 DA0332                          STATION RECOVERY (1997)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0332'RECOVERED IN GOOD CONDITION.
 DA0332
 DA0332                          STATION RECOVERY (1999)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2185 ***********************************************************************
 DV2185  DESIGNATION -  DUSTY
 DV2185  PID         -  DV2185
 DV2185  STATE/COUNTY-  AZ/YAVAPAI
 DV2185  USGS QUAD   -  WICKENBURG (1978)
 DV2185
 DV2185                         *CURRENT SURVEY CONTROL
 DV2185  ___________________________________________________________________
 DV2185* NAD 83(1992)-  33 59 15.86217(N)    112 41 35.71839(W)     ADJUSTED  
 DV2185* NAVD 88     -       731.6    (meters)    2400.     (feet)  VERTCON   
 DV2185  ___________________________________________________________________
 DV2185  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 DV2185  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DV2185
 DV2185  HORZ ORDER  -  FIRST
 DV2185
 DV2185.The horizontal coordinates were established by classical geodetic methods
 DV2185.and adjusted by the National Geodetic Survey in August 1993..
 DV2185
 DV2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2185
 DV2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2185
 DV2185.The geoid height was determined by GEOID03.
 DV2185
 DV2185;                    North         East     Units Scale Factor Converg.
 DV2185;SPC AZ C     -   331,565.850   141,611.082   MT  0.99996344   -0 26 02.9
 DV2185;SPC AZ C     - 1,087,814.47    464,603.29   iFT  0.99996344   -0 26 02.9
 DV2185;UTM  12      - 3,762,088.684   343,600.492   MT  0.99990154   -0 56 48.3
 DV2185
 DV2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2185!SPC AZ C     -   0.99988978  x   0.99996344  =   0.99985322
 DV2185!UTM  12      -   0.99988978  x   0.99990154  =   0.99979133
 DV2185
 DV2185                          SUPERSEDED SURVEY CONTROL
 DV2185
 DV2185  NAD 83(1986)-  33 59 15.85982(N)    112 41 35.72012(W) AD(       ) 1
 DV2185  NAD 27      -  33 59 15.75000(N)    112 41 33.07300(W) AD(       ) 1
 DV2185  NGVD 29 (07/19/86)  730.9    (m)         2398.     (f) VERT ANG       
 DV2185
 DV2185.Superseded values are not recommended for survey control.
 DV2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2185.See file dsdata.txt to determine how the superseded data were derived.
 DV2185
 DV2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4360062089(NAD 83)
 DV2185_MARKER: DS = TRIANGULATION STATION DISK
 DV2185_SETTING: 80 = SET IN A BOULDER
 DV2185_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2185+STABILITY: SURFACE MOTION
 DV2185
 DV2185  HISTORY     - Date     Condition        Report By
 DV2185  HISTORY     - 1924     MONUMENTED       CGS
 DV2185  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2185
 DV2185                          STATION DESCRIPTION
 DV2185
 DV2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2185'ABOUT 2 MILES EAST OF WICKENBURG, ON THE NORTH SIDE OF THE OLD
 DV2185'WICKENBURG-HOT SPRINGS JUNCTION ROAD NEAR THE SUMMIT OF THE
 DV2185'DIVIDE BETWEEN THE HASSAYAMPA RIVER AND CALAMITY GULCH.
 DV2185'STATION IS ABOUT 30 YARDS NORTH OF THE MARICOPA-YAVAPAI
 DV2185'COUNTY LINE.  MARKED BY A STANDARD BRONZE DISK.
 DV2185
 DV2185                          STATION RECOVERY (1963)
 DV2185
 DV2185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2185'NO MARK FOUND DURING THOROUGH SEARCH.  LOCAL RESIDENT CLAIMED
 DV2185'THAT STATION MARK HAD BEEN UPROOTED AND LYING ON GROUND FOR
 DV2185'SEVERAL YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1464 ***********************************************************************
 DU1464  DESIGNATION -  DUTCH
 DU1464  PID         -  DU1464
 DU1464  STATE/COUNTY-  AZ/PINAL
 DU1464  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1464
 DU1464                         *CURRENT SURVEY CONTROL
 DU1464  ___________________________________________________________________
 DU1464* NAD 83(1992)-  33 23 11.35667(N)    111 33 12.84497(W)     ADJUSTED  
 DU1464* NAVD 88     -       498.223  (meters)    1634.59   (feet)  ADJUSTED  
 DU1464  ___________________________________________________________________
 DU1464  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DU1464  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1464  DYNAMIC HT  -         497.619 (meters)    1632.61  (feet)  COMP
 DU1464  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1464
 DU1464  HORZ ORDER  -  SECOND
 DU1464  VERT ORDER  -  FIRST     CLASS I
 DU1464
 DU1464.The horizontal coordinates were established by classical geodetic methods
 DU1464.and adjusted by the National Geodetic Survey in August 1993..
 DU1464
 DU1464.The orthometric height was determined by differential leveling
 DU1464.and adjusted by the National Geodetic Survey in November 1993..
 DU1464
 DU1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1464
 DU1464.The geoid height was determined by GEOID03.
 DU1464
 DU1464.The dynamic height is computed by dividing the NAVD 88
 DU1464.geopotential number by the normal gravity value computed on the
 DU1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1464.degrees latitude (g = 980.6199 gals.).
 DU1464
 DU1464.The modeled gravity was interpolated from observed gravity values.
 DU1464
 DU1464;                    North         East     Units Scale Factor Converg.
 DU1464;SPC AZ C     -   264,670.727   247,140.729   MT  0.99991406   +0 11 59.3
 DU1464;SPC AZ C     -   868,342.28    810,829.16   iFT  0.99991406   +0 11 59.3
 DU1464;UTM  12      - 3,694,271.235   448,514.297   MT  0.99963268   -0 18 16.7
 DU1464
 DU1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1464!SPC AZ C     -   0.99992640  x   0.99991406  =   0.99984046
 DU1464!UTM  12      -   0.99992640  x   0.99963268  =   0.99955910
 DU1464
 DU1464|---------------------------------------------------------------------|
 DU1464| PID    Reference Object                     Distance      Geod. Az  |
 DU1464|                                                           dddmmss.s |
 DU1464| DU1465 DUTCH RM 1                           12.788 METERS 09002     |
 DU1464| DU1463 DUTCH RM 2                           12.750 METERS 27023     |
 DU1464| DU2109 DOUBLE 2                            APPROX. 9.9 KM 2892834.6 |
 DU1464|---------------------------------------------------------------------|
 DU1464
 DU1464                          SUPERSEDED SURVEY CONTROL
 DU1464
 DU1464  NAD 83(1986)-  33 23 11.35293(N)    111 33 12.84835(W) AD(       ) 2
 DU1464  NAD 27      -  33 23 11.17575(N)    111 33 10.36958(W) AD(       ) 2
 DU1464  NGVD 29 (??/??/92)  497.737  (m)         1632.99   (f) ADJ UNCH    1 1
 DU1464
 DU1464.Superseded values are not recommended for survey control.
 DU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1464.See file dsdata.txt to determine how the superseded data were derived.
 DU1464
 DU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4851494271(NAD 83)
 DU1464_MARKER: DD = SURVEY DISK
 DU1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1464_SP_SET: CONCRETE POST
 DU1464_STAMPING: DUTCH P M GS
 DU1464_MARK LOGO: AZHD  
 DU1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1464+STABILITY: SURFACE MOTION
 DU1464
 DU1464  HISTORY     - Date     Condition        Report By
 DU1464  HISTORY     - 1974     MONUMENTED       AZDT
 DU1464  HISTORY     - 1975     GOOD             AZDT
 DU1464  HISTORY     - 1984     GOOD             AZDT
 DU1464
 DU1464                          STATION DESCRIPTION
 DU1464
 DU1464'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1464'THE STATION IS LOCATED 2 MILES WEST SOUTHWEST OF APACHE
 DU1464'JCT. AND 16.5 MILES EAST SOUTHEAST OF MESA AND ON THE PROPOSED
 DU1464'SUPERSTITION FREEWAY CENTERLINE, 349 FEET EAST OF MIDSECTION TIE.
 DU1464'
 DU1464'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DUTCH
 DU1464'P AND M GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT FLUSH WITH THE GROUND.
 DU1464'
 DU1464'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1464'DUTCH RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT PROJECTING 0.3 FEET.
 DU1464'
 DU1464'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1464'DUTCH RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT PROJECTING 0.4 FEET.
 DU1464'
 DU1464'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1464'STATE ROUTE 88 IN APACHE JCT., PROCEED WEST ON U.S. 60, 80 AND
 DU1464'89 FOR 0.8 MILES TO IRONWOOD ST., TURN LEFT (SOUTH) ONTO IRONWOOD
 DU1464'ST. FOR 1.6 MILES TO SOUTHERN AVE.  TURN EAST ON SOUTHERN AVE. FOR
 DU1464'0.2 MILES TO THE EASTERN EDGE OF THE SCHOOL GROUNDS AND DIKE
 DU1464'RD., TURN SOUTH ON DIKE RD. FOR 0.5 MILE TO A CURVE IN THE
 DU1464'ROAD.  THE STATION IS ABOUT 400 EAST MARKED WITH A WITNESS
 DU1464'POST.
 DU1464'
 DU1464'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1464
 DU1464                          STATION RECOVERY (1975)
 DU1464
 DU1464'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1464'5.25 MI SW FROM PALM SPRINGS.
 DU1464'FROM THE INTERSECTION OF IRONWOOD AND THE SUPERSTITION FREEWAY
 DU1464'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1464'STATION.  ON THE FREEWAY CENTERLINE.  3 FT. WEST OF A P AND M SURVEY
 DU1464'SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM
 DU1464'CAP, SET IN A CYLINDRICAL 12 IN. CONCRETE POST, FLUSH.
 DU1464
 DU1464                          STATION RECOVERY (1984)
 DU1464
 DU1464'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1464'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1464'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1464'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 5.64 KM.  (3.51 MI.)
 DU1464'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0916 ***********************************************************************
 EU0916  DESIGNATION -  DUTCH
 EU0916  PID         -  EU0916
 EU0916  STATE/COUNTY-  AZ/MOHAVE
 EU0916  USGS QUAD   -  BUCK MOUNTAINS NE (1970)
 EU0916
 EU0916                         *CURRENT SURVEY CONTROL
 EU0916  ___________________________________________________________________
 EU0916* NAD 83(1992)-  34 41 03.52645(N)    114 03 26.82113(W)     ADJUSTED  
 EU0916* NAVD 88     -       592.1    (meters)    1943.     (feet)  VERTCON   
 EU0916  ___________________________________________________________________
 EU0916  EPOCH DATE  -        1991.35
 EU0916  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EU0916  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 EU0916
 EU0916  HORZ ORDER  -  FIRST
 EU0916
 EU0916.The horizontal coordinates were established by classical geodetic methods
 EU0916.and adjusted by the National Geodetic Survey in June 1996..
 EU0916.The horizontal coordinates are valid at the epoch date displayed above.
 EU0916.The epoch date for horizontal control is a decimal equivalence
 EU0916.of Year/Month/Day.
 EU0916
 EU0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0916
 EU0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0916
 EU0916.The geoid height was determined by GEOID03.
 EU0916
 EU0916;                    North         East     Units Scale Factor Converg.
 EU0916;SPC AZ W     -   408,612.754   185,187.888   MT  0.99994311   -0 10 29.8
 EU0916;SPC AZ W     - 1,340,593.02    607,571.81   iFT  0.99994311   -0 10 29.8
 EU0916;UTM  11      - 3,841,976.801   769,581.783   MT  1.00049584   +1 40 31.7
 EU0916;UTM  12      - 3,842,290.842   219,888.113   MT  1.00056721   -1 44 27.6
 EU0916
 EU0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0916!SPC AZ W     -   0.99991177  x   0.99994311  =   0.99985489
 EU0916!UTM  11      -   0.99991177  x   1.00049584  =   1.00040757
 EU0916!UTM  12      -   0.99991177  x   1.00056721  =   1.00047893
 EU0916
 EU0916:                Primary Azimuth Mark                     Grid Az
 EU0916:SPC AZ W     -  DUTCH AZ MK                              077 18 45.5
 EU0916:UTM  11      -  DUTCH AZ MK                              075 27 44.0
 EU0916:UTM  12      -  DUTCH AZ MK                              078 52 43.3
 EU0916
 EU0916|---------------------------------------------------------------------|
 EU0916| PID    Reference Object                     Distance      Geod. Az  |
 EU0916|                                                           dddmmss.s |
 EU0916| CC4694 DUTCH AZ MK                                        0770815.7 |
 EU0916| CC4695 DUTCH RM 1                           20.503 METERS 14206     |
 EU0916| ET1088 NORTHERN ONE OF TWO DOME PEAKS      APPROX.28.6 KM 1621227.5 |
 EU0916| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX.29.3 KM 1622958.5 |
 EU0916| CC4696 DUTCH RM 2                           11.323 METERS 21520     |
 EU0916| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX.25.6 KM 3162032.4 |
 EU0916|---------------------------------------------------------------------|
 EU0916
 EU0916                          SUPERSEDED SURVEY CONTROL
 EU0916
 EU0916  NAD 83(1992)-  34 41 03.52450(N)    114 03 26.82409(W) AD(       ) 1
 EU0916  NAD 83(1986)-  34 41 03.52579(N)    114 03 26.83286(W) AD(       ) 1
 EU0916  NAD 27      -  34 41 03.49200(N)    114 03 24.01900(W) AD(       ) 1
 EU0916  NGVD 29 (07/19/86)  591.4    (m)         1940.     (f) VERT ANG       
 EU0916
 EU0916.Superseded values are not recommended for survey control.
 EU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0916.See file dsdata.txt to determine how the superseded data were derived.
 EU0916
 EU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6958241977(NAD 83)
 EU0916_MARKER: DS = TRIANGULATION STATION DISK
 EU0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0916
 EU0916  HISTORY     - Date     Condition        Report By
 EU0916  HISTORY     - 1945     MONUMENTED       CGS
 EU0916  HISTORY     - 1948     GOOD             CGS
 EU0916
 EU0916                          STATION DESCRIPTION
 EU0916
 EU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0916'STATION IS 15-1/2 MILES (AIR LINE) SSW OF YUCCA, IN FLAT COUNTRY
 EU0916'ABOUT 1.3 MILES E OF THE BLADED ROAD FROM YUCCA TO DUTCH FLAT.
 EU0916'
 EU0916'STATION MARK IS A BRONZE STATION DISK SET IN A CYLINDRICAL CONCRETE
 EU0916'POST FLUSH WITH THE GROUND AND IS STAMPED DUTCH 1945.  IT IS
 EU0916'9-1/2 FEET SE OF A WITNESS POST.  UNDERGROUND MARK IS A BRONZE
 EU0916'DISK SET IN CONCRETE.
 EU0916'
 EU0916'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0916'POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED DUTCH
 EU0916'NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EU0916'
 EU0916'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0916'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0916'DUTCH NO 2 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION
 EU0916'MARK.
 EU0916'
 EU0916'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 EU0916'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0916'DUTCH 1945.  IT IS 3 FEET SW OF WITNESS POST.
 EU0916'
 EU0916'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO E ON THE
 EU0916'GRADED ROAD TOWARD SIGNAL FOR 0.2 MILE TO FORK AND SIGN READING
 EU0916'TOPOCK.  FOLLOWING THE SIGN, GO S FOR 5.7 MILES TO A FORK AND SIGN
 EU0916'ON THE LEFT READING DUTCH FLAT KAMPFF MINES.  FOLLOWING THE SIGN,
 EU0916'TAKE THE LEFT FORK AND GO 2.6 MILES TO A CATTLE GUARD.  CONTINUE
 EU0916'0.4 MILE TO A FORK AND SIGN ON THE LEFT READING DUTCH FLAT.
 EU0916'FOLLOWING THE SIGN, TAKE THE RIGHT FORK AND MAIN-TRAVELED ROAD
 EU0916'FOR 5.7 MILES.  HERE TURN LEFT (E) AND GO CROSS COUNTY FOR 1.3
 EU0916'MILES TO THE WITNESS POST AND STATION.
 EU0916'
 EU0916'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 EU0916
 EU0916                          STATION RECOVERY (1948)
 EU0916
 EU0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0916'THE STATION IS ABOUT 15-1/2 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 EU0916'YUCCA, 23 MILES EAST-SOUTHEAST OF TOPOCK IN FLAT COUNTRY WHICH IS
 EU0916'COVERED WITH GREASE WOOD AND YUCCA.
 EU0916'
 EU0916'ALL MARKS ARE IN GOOD CONDITION.
 EU0916'
 EU0916'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 EU0916'CYLINDRICAL POST, 10 INCHES IN DIAMETER, FLUSH WITH THE SURFACE
 EU0916'OF THE GROUND, IS STAMPED DUTCH 1945.  IT IS 9-1/2 FEET SOUTHEAST
 EU0916'OF A 4 INCH SQUARE WHITE WITNESS POST.
 EU0916'
 EU0916'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF
 EU0916'THE GROUND, IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 EU0916'STAMPED DUTCH N 1 1945.
 EU0916'
 EU0916'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF
 EU0916'THE GROUND, IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 EU0916'STAMPED DUTCH NO 2 1945.
 EU0916'
 EU0916'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 EU0916'GROUND, IS STAMPED DUTCH 1945.  IT IS 4 FEET SOUTHWEST OF A 4
 EU0916'INCH SQUARE WITNESS POST.
 EU0916'
 EU0916'TO REACH THE STATION FROM YUCCA GO SOUTHERLY ON THE YUCCA-TOPOCK
 EU0916'ROAD 5.9 MILES TO A FORK ABOUT 175 YARDS NORTH OF AN AIRWAY BEACON.
 EU0916'TAKE THE LEFT HAND ROAD SOUTHERLY UP THE VALLEY 2.6 MILES TO A
 EU0916'CATTLE GUARD.  PASS OVER THE GUARD AND CONTINUE SOUTHERLY ON THE
 EU0916'MAIN TRAVELED ROAD 6.1 MILES.  TURN LEFT OFF THE MAIN ROAD AND GO
 EU0916'EASTERLY ACROSS COUNTRY 1.5 MILES TO THE STATION.  A DRIVE
 EU0916'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1465 ***********************************************************************
 DU1465  DESIGNATION -  DUTCH RM 1
 DU1465  PID         -  DU1465
 DU1465  STATE/COUNTY-  AZ/PINAL
 DU1465  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1465
 DU1465                         *CURRENT SURVEY CONTROL
 DU1465  ___________________________________________________________________
 DU1465* NAD 83(1986)-  33 23 12.     (N)    111 33 14.     (W)     SCALED    
 DU1465* NAVD 88     -       498.103  (meters)    1634.19   (feet)  ADJUSTED  
 DU1465  ___________________________________________________________________
 DU1465  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1465  DYNAMIC HT  -         497.499 (meters)    1632.21  (feet)  COMP
 DU1465  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1465
 DU1465  VERT ORDER  -  FIRST     CLASS I
 DU1465
 DU1465.The horizontal coordinates were scaled from a topographic map and have
 DU1465.an estimated accuracy of +/- 6 seconds.
 DU1465
 DU1465.The orthometric height was determined by differential leveling
 DU1465.and adjusted by the National Geodetic Survey in November 1993..
 DU1465
 DU1465.The geoid height was determined by GEOID03.
 DU1465
 DU1465.The dynamic height is computed by dividing the NAVD 88
 DU1465.geopotential number by the normal gravity value computed on the
 DU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1465.degrees latitude (g = 980.6199 gals.).
 DU1465
 DU1465.The modeled gravity was interpolated from observed gravity values.
 DU1465
 DU1465;                    North         East    Units  Estimated Accuracy
 DU1465;SPC AZ C     -   264,690.      247,110.      MT  (+/- 180 meters Scaled)
 DU1465
 DU1465                          SUPERSEDED SURVEY CONTROL
 DU1465
 DU1465.No superseded survey control is available for this station.
 DU1465
 DU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484942(NAD 83)
 DU1465_MARKER: DD = SURVEY DISK
 DU1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1465_STAMPING: DUTCH RM 1
 DU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1465+STABILITY: SURFACE MOTION
 DU1465
 DU1465  HISTORY     - Date     Condition        Report By
 DU1465  HISTORY     - 1974     MONUMENTED       AZDT
 DU1465  HISTORY     - 1975     GOOD             AZDT
 DU1465  HISTORY     - 1975     GOOD             AZDT
 DU1465  HISTORY     - 1984     GOOD             AZDT
 DU1465
 DU1465                          STATION DESCRIPTION
 DU1465
 DU1465'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1465'5.75 MI SW FROM PALM SPRINGS.
 DU1465'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE SUPERSTITION FREEWAY
 DU1465'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1465'STATION.  ON THE FREEWAY CENTERLINE.  42 FT. EAST OF THE MAIN STATION
 DU1465'AND A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1465'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1465'POST, UP 0.4 FT.
 DU1465
 DU1465                          STATION RECOVERY (1975)
 DU1465
 DU1465'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1465'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE SUPERSTITION FREEWAY
 DU1465'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1465'STATION.  ON THE FREEWAY CENTERLINE.  42 FT. EAST OF THE MAIN STATION
 DU1465'AND A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1465'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1465'POST, UP 0.4 FT.
 DU1465
 DU1465                          STATION RECOVERY (1984)
 DU1465
 DU1465'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1463 ***********************************************************************
 DU1463  DESIGNATION -  DUTCH RM 2
 DU1463  PID         -  DU1463
 DU1463  STATE/COUNTY-  AZ/PINAL
 DU1463  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1463
 DU1463                         *CURRENT SURVEY CONTROL
 DU1463  ___________________________________________________________________
 DU1463* NAD 83(1986)-  33 23 12.     (N)    111 33 14.     (W)     SCALED    
 DU1463* NAVD 88     -       498.114  (meters)    1634.23   (feet)  ADJUSTED  
 DU1463  ___________________________________________________________________
 DU1463  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1463  DYNAMIC HT  -         497.510 (meters)    1632.25  (feet)  COMP
 DU1463  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1463
 DU1463  VERT ORDER  -  FIRST     CLASS I
 DU1463
 DU1463.The horizontal coordinates were scaled from a topographic map and have
 DU1463.an estimated accuracy of +/- 6 seconds.
 DU1463
 DU1463.The orthometric height was determined by differential leveling
 DU1463.and adjusted by the National Geodetic Survey in November 1993..
 DU1463
 DU1463.The geoid height was determined by GEOID03.
 DU1463
 DU1463.The dynamic height is computed by dividing the NAVD 88
 DU1463.geopotential number by the normal gravity value computed on the
 DU1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1463.degrees latitude (g = 980.6199 gals.).
 DU1463
 DU1463.The modeled gravity was interpolated from observed gravity values.
 DU1463
 DU1463;                    North         East    Units  Estimated Accuracy
 DU1463;SPC AZ C     -   264,690.      247,110.      MT  (+/- 180 meters Scaled)
 DU1463
 DU1463                          SUPERSEDED SURVEY CONTROL
 DU1463
 DU1463  NGVD 29 (??/??/92)  497.627  (m)         1632.63   (f) ADJ UNCH    1 1
 DU1463
 DU1463.Superseded values are not recommended for survey control.
 DU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1463.See file dsdata.txt to determine how the superseded data were derived.
 DU1463
 DU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484942(NAD 83)
 DU1463_MARKER: DD = SURVEY DISK
 DU1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1463_STAMPING: DUTCH RM 2
 DU1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1463+STABILITY: SURFACE MOTION
 DU1463
 DU1463  HISTORY     - Date     Condition        Report By
 DU1463  HISTORY     - 1974     MONUMENTED       AZDT
 DU1463  HISTORY     - 1975     GOOD             AZDT
 DU1463  HISTORY     - 1975     GOOD             AZDT
 DU1463  HISTORY     - 1984     GOOD             AZDT
 DU1463
 DU1463                          STATION DESCRIPTION
 DU1463
 DU1463'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1463'5.25 MI SW FROM PALM SPRINGS.
 DU1463'FROM THE INTERSECTION OF IRONWOOD ROAD THE SUPERSTITION FREEWAY
 DU1463'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1463'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND A P
 DU1463'AND M SURVEY SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION. AN
 DU1463'AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3 FT.
 DU1463
 DU1463                          STATION RECOVERY (1975)
 DU1463
 DU1463'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1463'FROM THE INTERSECTION OF IRONWOOD ROAD THE SUPERSTITION FREEWAY
 DU1463'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1463'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND A P
 DU1463'AND M SURVEY SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION. AN
 DU1463'AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3 FT.
 DU1463
 DU1463                          STATION RECOVERY (1984)
 DU1463
 DU1463'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2026 ***********************************************************************
 DU2026  DESIGNATION -  DUTCHWOMAN
 DU2026  PID         -  DU2026
 DU2026  STATE/COUNTY-  AZ/GILA
 DU2026  USGS QUAD   -  ARMER MOUNTAIN (1964)
 DU2026
 DU2026                         *CURRENT SURVEY CONTROL
 DU2026  ___________________________________________________________________
 DU2026* NAD 83(1992)-  33 46 06.41454(N)    111 06 28.85351(W)     ADJUSTED  
 DU2026* NAVD 88     -      1529.7    (meters)    5019.     (feet)  VERTCON   
 DU2026  ___________________________________________________________________
 DU2026  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 DU2026  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU2026
 DU2026  HORZ ORDER  -  FIRST
 DU2026
 DU2026.The horizontal coordinates were established by classical geodetic methods
 DU2026.and adjusted by the National Geodetic Survey in August 1993..
 DU2026
 DU2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2026
 DU2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2026
 DU2026.The geoid height was determined by GEOID03.
 DU2026
 DU2026;                    North         East     Units Scale Factor Converg.
 DU2026;SPC AZ E     -   307,370.815   126,165.699   MT  0.99999370   -0 31 23.8
 DU2026;SPC AZ E     - 1,008,434.43    413,929.46   iFT  0.99999370   -0 31 23.8
 DU2026;UTM  12      - 3,736,487.728   489,998.075   MT  0.99960123   -0 03 36.1
 DU2026
 DU2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2026!SPC AZ E     -   0.99976421  x   0.99999370  =   0.99975791
 DU2026!UTM  12      -   0.99976421  x   0.99960123  =   0.99936554
 DU2026
 DU2026:                Primary Azimuth Mark                     Grid Az
 DU2026:SPC AZ E     -  DUTCHWOMAN AZ MK                         040 59 58.5
 DU2026:UTM  12      -  DUTCHWOMAN AZ MK                         040 32 10.8
 DU2026
 DU2026|---------------------------------------------------------------------|
 DU2026| PID    Reference Object                     Distance      Geod. Az  |
 DU2026|                                                           dddmmss.s |
 DU2026| CH5110 DUTCHWOMAN AZ MK                                   0402834.7 |
 DU2026| CH5111 DUTCHWOMAN RM 1                       9.858 METERS 04525     |
 DU2026| CH5112 DUTCHWOMAN RM 2                      11.573 METERS 11205     |
 DU2026|---------------------------------------------------------------------|
 DU2026
 DU2026                          SUPERSEDED SURVEY CONTROL
 DU2026
 DU2026  NAD 83(1986)-  33 46 06.41054(N)    111 06 28.85473(W) AD(       ) 1
 DU2026  NAD 27      -  33 46 06.23700(N)    111 06 26.41000(W) AD(       ) 1
 DU2026  NGVD 29 (07/19/86) 1529.1    (m)         5017.     (f) VERT ANG       
 DU2026
 DU2026.Superseded values are not recommended for survey control.
 DU2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2026.See file dsdata.txt to determine how the superseded data were derived.
 DU2026
 DU2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8999836488(NAD 83)
 DU2026_MARKER: DS = TRIANGULATION STATION DISK
 DU2026_SETTING: 80 = SET IN A BOULDER
 DU2026_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2026
 DU2026  HISTORY     - Date     Condition        Report By
 DU2026  HISTORY     - 1947     MONUMENTED       CGS
 DU2026  HISTORY     - 1947     GOOD             CGS
 DU2026  HISTORY     - 1948     GOOD             USGS
 DU2026  HISTORY     - 1963     GOOD             USGS
 DU2026
 DU2026                          STATION DESCRIPTION
 DU2026
 DU2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2026'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE SOUTHEAST OF TONTO
 DU2026'AND ABOUT 7 MILES NORTH OF ROOSEVELT ON THE MOST SOUTHERN AND
 DU2026'HIGHEST POINT OF WHAT IS KNOWN AS DUTCHWOMAN BUTTE, WHICH SLOPES
 DU2026'GRADUALLY TO THE NORTH AND HAS VERTICAL CLIFFS ON ALL SIDES.
 DU2026'THE STATION MARK IS ON THE HIGHEST POINT 10 PACES EAST OF THE
 DU2026'WEST RIM, 8 PACES SOUTH OF THE NORTH RIM, PROJECTS 30 INCHES
 DU2026'AND IS STAMPED, DUTCHWOMAN 1946.
 DU2026'
 DU2026'REFERENCE MARK NO. 1 IS SET 7 PACES SOUTH OF THE NORTH RIM, 30
 DU2026'INCHES LOWER THAN STATION MARK AND IS STAMPED, DUTCHWOMAN NO 1
 DU2026'1946.
 DU2026'
 DU2026'REFERENCE MARK NO. 2 IS SET 24 PACES SOUTH OF THE NORTH RIM, 3
 DU2026'FEET LOWER THAN STATION MARK, PROJECTS 30 INCHES AND IS STAMPED,
 DU2026'DUTCHWOMAN NO 2 1946.
 DU2026'
 DU2026'THE AZIMUTH MARK IS SET FLUSH 100 YARDS SOUTH OF THE HIGHEST
 DU2026'POINT OF RIDGE NORTHEAST OF STATION.  STAMPED, DUTCHWOMAN 1946.
 DU2026'
 DU2026'TO REACH THE STATION FROM GLOBE GO WESTERLY ON U.S. HIGHWAY 60
 DU2026'AND 70, 3.3 MILES TO A JUNCTION.  TURN RIGHT ON THE APACHE TRAIL
 DU2026'AND GO 14.9 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON THE
 DU2026'YOUNG ROAD 4.4 MILES TO BRIDGE ACROSS THE SALT RIVER.  CONTINUE
 DU2026'9.1 MILES TO A FORK JUST AFTER CROSSING CATTLE GUARD.  TURN LEFT,
 DU2026'FOLLOW MAIN ROAD 7.0 MILES TO A CATTLE GUARD.  CONTINUE 2.0
 DU2026'MILES TO A FORK.  KEEP LEFT, GO 1.2 MILE TO A DIM ROAD LEFT.
 DU2026'TURN LEFT ON DIM ROAD AND GO 0.8 MILE TO A GATE.  PASS THROUGH
 DU2026'GATE, GO 0.4 MILE, THEN TURN SHARP LEFT, CROSS WASH THEN RIGHT
 DU2026'UP RIDGE 0.3 MILE TO END OF TRUCK TRAVEL AT FOOT OF ROCKY
 DU2026'KNOLL.  FROM HERE WALK OVER KNOLL THEN WESTERLY UP FIRST
 DU2026'RIDGE TO LEFT TO A POINT THE SAME ELEVATION AS A SADDLE TO THE
 DU2026'RIGHT.  BEAR RIGHT PASS THROUGH SADDLE TO A TRAIL ON
 DU2026'NORTHWEST SIDE OF RIDGE.  FOLLOW TRAIL NORTHEASTERLY TO A
 DU2026'SMALL SADDLE, THEN NORTH AND NORTHWESTERLY ALONG TOP OF RIDGE TO
 DU2026'END OF TRAIL AT A BARE SPOT.  FROM HERE WALK NORTHWEST UP
 DU2026'STEEP RIDGE TO A BREAK IN CLIFF.  CONTINUE THROUGH BREAK TO
 DU2026'TOP THEN LEFT TO SOUTHERNMOST POINT OF BUTTE AND STATION.  A
 DU2026'2-HOUR PACK.
 DU2026
 DU2026                          STATION RECOVERY (1948)
 DU2026
 DU2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2026'RECOVERED AS DESCRIBED BY NGS.
 DU2026
 DU2026                          STATION RECOVERY (1963)
 DU2026
 DU2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2026'RECOVERED AS DESCRIBED BY USGS AND NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0249 ***********************************************************************
 GQ0249  DESIGNATION -  DUTTON
 GQ0249  PID         -  GQ0249
 GQ0249  STATE/COUNTY-  AZ/COCONINO
 GQ0249  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0249
 GQ0249                         *CURRENT SURVEY CONTROL
 GQ0249  ___________________________________________________________________
 GQ0249* NAD 83(1992)-  36 17 14.28923(N)    112 21 38.67426(W)     ADJUSTED  
 GQ0249* NAVD 88     -      2294.5    (meters)    7528.     (feet)  VERTCON   
 GQ0249  ___________________________________________________________________
 GQ0249  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GQ0249  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GQ0249
 GQ0249  HORZ ORDER  -  THIRD
 GQ0249
 GQ0249.The horizontal coordinates were established by classical geodetic methods
 GQ0249.and adjusted by the National Geodetic Survey in August 1993..
 GQ0249
 GQ0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0249
 GQ0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0249
 GQ0249.The geoid height was determined by GEOID03.
 GQ0249
 GQ0249;                    North         East     Units Scale Factor Converg.
 GQ0249;SPC AZ C     -   586,480.763   173,470.056   MT  0.99991960   -0 15 46.2
 GQ0249;SPC AZ C     - 1,924,149.48    569,127.48   iFT  0.99991960   -0 15 46.2
 GQ0249;UTM  12      - 4,016,674.155   377,802.391   MT  0.99978398   -0 48 19.6
 GQ0249
 GQ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0249!SPC AZ C     -   0.99964359  x   0.99991960  =   0.99956322
 GQ0249!UTM  12      -   0.99964359  x   0.99978398  =   0.99942764
 GQ0249
 GQ0249:                Primary Azimuth Mark                     Grid Az
 GQ0249:SPC AZ C     -  BASS                                     178 54 07.4
 GQ0249:UTM  12      -  BASS                                     179 26 40.8
 GQ0249
 GQ0249|---------------------------------------------------------------------|
 GQ0249| PID    Reference Object                     Distance      Geod. Az  |
 GQ0249|                                                           dddmmss.s |
 GQ0249| GQ0300 BASS                                APPROX.13.0 KM 1783821.2 |
 GQ0249|---------------------------------------------------------------------|
 GQ0249
 GQ0249                          SUPERSEDED SURVEY CONTROL
 GQ0249
 GQ0249  NAD 83(1986)-  36 17 14.28421(N)    112 21 38.67529(W) AD(       ) 3
 GQ0249  NGVD 29 (05/08/89) 2293.6    (m)         7525.     (f) VERT ANG       
 GQ0249
 GQ0249.Superseded values are not recommended for survey control.
 GQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0249.See file dsdata.txt to determine how the superseded data were derived.
 GQ0249
 GQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7780216674(NAD 83)
 GQ0249_MARKER: DS = TRIANGULATION STATION DISK
 GQ0249_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0249_SP_SET: SET IN BEDROCK
 GQ0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0249+STABILITY: POSITION/ELEVATION WELL
 GQ0249
 GQ0249  HISTORY     - Date     Condition        Report By
 GQ0249  HISTORY     - 1903     MONUMENTED       USGS
 GQ0249
 GQ0249                          STATION DESCRIPTION
 GQ0249
 GQ0249'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0249'LOCATED ON HIGHEST PART OF EASTERN EXTREMITY OF POWELL PLATEAU
 GQ0249'KNOWN AS DUTTON POINT.
 GQ0249'
 GQ0249'TO REACH FROM BASS CAMP OR KAIBAB PLATEAU, TAKE PACK TRAIN.  ABOUT
 GQ0249'300 FT. E. OF HEAVY TIMBER.
 GQ0249'
 GQ0249'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0249'IN SOLID ROCK.
 GQ0249'
 GQ0249'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0702 ***********************************************************************
 DV0702  DESIGNATION -  DUTY
 DV0702  PID         -  DV0702
 DV0702  STATE/COUNTY-  AZ/PINAL
 DV0702  USGS QUAD   -  MARICOPA (1978)
 DV0702
 DV0702                         *CURRENT SURVEY CONTROL
 DV0702  ___________________________________________________________________
 DV0702* NAD 83(1992)-  33 01 43.70861(N)    112 04 01.95813(W)     ADJUSTED  
 DV0702* NAVD 88     -       363.59   (+/-2cm)    1192.9    (feet)  VERTCON   
 DV0702  ___________________________________________________________________
 DV0702  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DV0702  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0702
 DV0702  HORZ ORDER  -  SECOND
 DV0702  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0702
 DV0702.The horizontal coordinates were established by classical geodetic methods
 DV0702.and adjusted by the National Geodetic Survey in August 1993..
 DV0702
 DV0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0702.The vertical order pertains to the NGVD 29 superseded value.
 DV0702
 DV0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0702
 DV0702.The geoid height was determined by GEOID03.
 DV0702
 DV0702;                    North         East     Units Scale Factor Converg.
 DV0702;SPC AZ C     -   224,956.230   199,297.160   MT  0.99990244   -0 04 55.4
 DV0702;SPC AZ C     -   738,045.37    653,862.07   iFT  0.99990244   -0 04 55.4
 DV0702;UTM  12      - 3,654,986.559   400,335.686   MT  0.99972247   -0 34 54.3
 DV0702
 DV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0702!SPC AZ C     -   0.99994771  x   0.99990244  =   0.99985015
 DV0702!UTM  12      -   0.99994771  x   0.99972247  =   0.99967019
 DV0702
 DV0702|---------------------------------------------------------------------|
 DV0702| PID    Reference Object                     Distance      Geod. Az  |
 DV0702|                                                           dddmmss.s |
 DV0702| DV0701 DUTY RM 1                            18.450 METERS 06413     |
 DV0702| DV0704 DUTY AZ MK                                         0854841.5 |
 DV0702| CH5113 DUTY RM 2                            15.610 METERS 29634     |
 DV0702|---------------------------------------------------------------------|
 DV0702
 DV0702                          SUPERSEDED SURVEY CONTROL
 DV0702
 DV0702  NAD 83(1986)-  33 01 43.70083(N)    112 04 01.96073(W) AD(       ) 2
 DV0702  NAD 27      -  33 01 43.51544(N)    112 03 59.45531(W) AD(       ) 2
 DV0702  NGVD 29 (??/??/92)  363.055  (m)         1191.12   (f) ADJ UNCH    1 2
 DV0702
 DV0702.Superseded values are not recommended for survey control.
 DV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0702.See file dsdata.txt to determine how the superseded data were derived.
 DV0702
 DV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0033654987(NAD 83)
 DV0702_MARKER: DS = TRIANGULATION STATION DISK
 DV0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0702_STAMPING: DUTY 1936
 DV0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0702
 DV0702  HISTORY     - Date     Condition        Report By
 DV0702  HISTORY     - 1936     MONUMENTED       CGS
 DV0702  HISTORY     - 1948     POOR             NGS
 DV0702
 DV0702                          STATION DESCRIPTION
 DV0702
 DV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV0702'ON LOW OPEN FLATS, 2 MILES SOUTH AND 1.0 MILE WEST OF MARICOPA
 DV0702'RAILROAD STATION, IN THE NORTHEAST CORNER OF SEC. 5, T. 5 S.,
 DV0702'R. 3 E., JUST SOUTH OF TOWNSHIP LINE.  THE STATION AND REFERENCE
 DV0702'MARKS ARE STANDARD BRONZE DISKS WELDED TO 3-FOOT PIPES SET
 DV0702'IN CONCRETE.  REFERENCE MARK NO. 1 IS 18.450 METERS (60.53 FEET)
 DV0702'FROM STATION S 64 DEG 13 MIN W.  REFERENCE MARK NO. 2
 DV0702'IS 15.610 METERS (51.21 FEET) FROM STATION N 63 DEG 26MIN W.
 DV0702'THE AZIMUTH MARK, A STANDARD BRONZE DISK
 DV0702'IS ABOUT 0.25 MILE FROM STATION N 85 DEG 48 MIN E.
 DV0702
 DV0702                          STATION RECOVERY (1948)
 DV0702
 DV0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0702'3.2 MI SW FROM MARICOPA.
 DV0702'2.0 MILES SOUTH ALONG A DIRT ROAD LEADING SOUTH FROM THE POST OFFICE
 DV0702'AT MARICOPA, THENCE 1.2 MILES WEST ALONG THE ROAD TO GOVERNMENT WELLS,
 DV0702'0.1 MILE WEST OF A LARGE GROUP OF COTTON WOOD TREES, 67.2 FEET SOUTH
 DV0702'OF THE CENTER LINE OF THE ROAD, A STANDARD TRIANGULATION STATION DISK
 DV0702'ON THE TOP OF A 1 1/2 INCH IRON PIPE PROJECTING 2.0 FEET ABOVE THE
 DV0702'GROUND.  NOTE-- THE DIRT HAS BEEN REMOVED FROM AROUND THE MARK IN THE
 DV0702'REBUILDING OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0704 ***********************************************************************
 DV0704  DESIGNATION -  DUTY AZ MK
 DV0704  PID         -  DV0704
 DV0704  STATE/COUNTY-  AZ/PINAL
 DV0704  USGS QUAD   -  MARICOPA (1978)
 DV0704
 DV0704                         *CURRENT SURVEY CONTROL
 DV0704  ___________________________________________________________________
 DV0704* NAD 83(1986)-  33 01 44.     (N)    112 03 50.     (W)     SCALED    
 DV0704* NAVD 88     -       362.34   (+/-2cm)    1188.8    (feet)  VERTCON   
 DV0704  ___________________________________________________________________
 DV0704  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0704
 DV0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0704
 DV0704.The horizontal coordinates were scaled from a topographic map and have
 DV0704.an estimated accuracy of +/- 6 seconds.
 DV0704
 DV0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0704.The vertical order pertains to the NGVD 29 superseded value.
 DV0704
 DV0704.The geoid height was determined by GEOID03.
 DV0704
 DV0704;                    North         East    Units  Estimated Accuracy
 DV0704;SPC AZ C     -   224,970.      199,610.      MT  (+/- 180 meters Scaled)
 DV0704
 DV0704                          SUPERSEDED SURVEY CONTROL
 DV0704
 DV0704  NGVD 29 (??/??/92)  361.807  (m)         1187.03   (f) ADJ UNCH    1 2
 DV0704
 DV0704.Superseded values are not recommended for survey control.
 DV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0704.See file dsdata.txt to determine how the superseded data were derived.
 DV0704
 DV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB006549(NAD 83)
 DV0704_MARKER: DZ = AZIMUTH MARK DISK
 DV0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0704_STAMPING: DUTY 1936
 DV0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0704+STABILITY: SURFACE MOTION
 DV0704
 DV0704  HISTORY     - Date     Condition        Report By
 DV0704  HISTORY     - 1936     MONUMENTED       CGS
 DV0704  HISTORY     - 1948     GOOD             NGS
 DV0704  HISTORY     - 1975     POOR             NGS
 DV0704
 DV0704                          STATION DESCRIPTION
 DV0704
 DV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0704'2.7 MI SW FROM MARICOPA.
 DV0704'2.0 MILES SOUTH ALONG A DIRT ROAD LEADING SOUTH FROM THE POST OFFICE
 DV0704'AT MARICOPA, THENCE 1.0 MILE WEST ALONG THE ROAD TO GOVERNMENT WELLS,
 DV0704'0.1 MILE EAST OF A LARGE GROUP OF COTTON WOOD TREES, 34.2 FEET NORTH
 DV0704'OF THE CENTER LINE OF THE ROAD, 6.0 FEET WEST OF A POWER LINE POLE,
 DV0704'2.0 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 DV0704'POST PROJECTING 1.5 FOOT ABOVE THE GROUND.  NOTE-- THE DIRT HAS BEEN
 DV0704'REMOVED FROM AROUND THE TOP OF THIS MARK IN THE BUILDING OF A NEW
 DV0704'ROAD, NO WAY TO REINFORCE IT.
 DV0704
 DV0704                          STATION RECOVERY (1975)
 DV0704
 DV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0704'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0701 ***********************************************************************
 DV0701  DESIGNATION -  DUTY RM 1
 DV0701  PID         -  DV0701
 DV0701  STATE/COUNTY-  AZ/PINAL
 DV0701  USGS QUAD   -  MARICOPA (1978)
 DV0701
 DV0701                         *CURRENT SURVEY CONTROL
 DV0701  ___________________________________________________________________
 DV0701* NAD 83(1986)-  33 01 43.     (N)    112 04 02.     (W)     SCALED    
 DV0701* NAVD 88     -       363.34   (+/-2cm)    1192.1    (feet)  VERTCON   
 DV0701  ___________________________________________________________________
 DV0701  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0701
 DV0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0701
 DV0701.The horizontal coordinates were scaled from a topographic map and have
 DV0701.an estimated accuracy of +/- 6 seconds.
 DV0701
 DV0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0701.The vertical order pertains to the NGVD 29 superseded value.
 DV0701
 DV0701.The geoid height was determined by GEOID03.
 DV0701
 DV0701;                    North         East    Units  Estimated Accuracy
 DV0701;SPC AZ C     -   224,930.      199,300.      MT  (+/- 180 meters Scaled)
 DV0701
 DV0701                          SUPERSEDED SURVEY CONTROL
 DV0701
 DV0701  NGVD 29 (??/??/92)  362.805  (m)         1190.30   (f) ADJ UNCH    1 2
 DV0701
 DV0701.Superseded values are not recommended for survey control.
 DV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0701.See file dsdata.txt to determine how the superseded data were derived.
 DV0701
 DV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB003549(NAD 83)
 DV0701_MARKER: DR = REFERENCE MARK DISK
 DV0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0701_STAMPING: DUTY NO 1 1936
 DV0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0701
 DV0701  HISTORY     - Date     Condition        Report By
 DV0701  HISTORY     - 1936     MONUMENTED       CGS
 DV0701  HISTORY     - 1948     POOR             NGS
 DV0701
 DV0701                          STATION DESCRIPTION
 DV0701
 DV0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0701'2.9 MI SW FROM MARICOPA.
 DV0701'2.0 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT MARICOPA,
 DV0701'THENCE 1.2 MILES WEST ALONG THE GOVERNMENT WELLS ROAD, 0.1 MILE WEST
 DV0701'OF A LARGE GROUP OF COTTON WOOD TREES, 60.7 FEET NORTHEAST OF DUTY
 DV0701'STATION, 40.2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, A STANDARD
 DV0701'TRIANGULATION REFERENCE MARK DISK ON THE TOP OF A 1 1/2 INCH IRON PIPE
 DV0701'PROJECTING 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1791 ***********************************************************************
 DU1791  DESIGNATION -  DUVAL
 DU1791  PID         -  DU1791
 DU1791  STATE/COUNTY-  AZ/MARICOPA
 DU1791  USGS QUAD   -  STEWART MTN (1978)
 DU1791
 DU1791                         *CURRENT SURVEY CONTROL
 DU1791  ___________________________________________________________________
 DU1791* NAD 83(1992)-  33 35 19.99833(N)    111 35 55.50568(W)     ADJUSTED  
 DU1791* NAVD 88     -       515.8    (meters)    1692.     (feet)  VERTCON   
 DU1791  ___________________________________________________________________
 DU1791  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DU1791  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU1791
 DU1791  HORZ ORDER  -  SECOND
 DU1791
 DU1791.The horizontal coordinates were established by classical geodetic methods
 DU1791.and adjusted by the National Geodetic Survey in August 1993..
 DU1791
 DU1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1791
 DU1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1791
 DU1791.The geoid height was determined by GEOID03.
 DU1791
 DU1791;                    North         East     Units Scale Factor Converg.
 DU1791;SPC AZ C     -   287,103.747   242,868.358   MT  0.99991073   +0 10 33.2
 DU1791;SPC AZ C     -   941,941.43    796,812.20   iFT  0.99991073   +0 10 33.2
 DU1791;UTM  12      - 3,716,734.870   444,441.249   MT  0.99963805   -0 19 52.5
 DU1791
 DU1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1791!SPC AZ C     -   0.99992362  x   0.99991073  =   0.99983435
 DU1791!UTM  12      -   0.99992362  x   0.99963805  =   0.99956169
 DU1791
 DU1791:                Primary Azimuth Mark                     Grid Az
 DU1791:SPC AZ C     -  BROWN                                    038 04 22.3
 DU1791:UTM  12      -  BROWN                                    038 34 48.0
 DU1791
 DU1791|---------------------------------------------------------------------|
 DU1791| PID    Reference Object                     Distance      Geod. Az  |
 DU1791|                                                           dddmmss.s |
 DU1791| DU1790 BROWN                               APPROX. 3.6 KM 0381455.5 |
 DU1791| DU1808 DUVAL RM 1                           10.002 METERS 05106     |
 DU1791| DU1809 DUVAL RM 2                           10.259 METERS 23103     |
 DU1791|---------------------------------------------------------------------|
 DU1791
 DU1791                          SUPERSEDED SURVEY CONTROL
 DU1791
 DU1791  NAD 83(1986)-  33 35 19.99471(N)    111 35 55.51291(W) AD(       ) 2
 DU1791  NGVD 29 (07/10/87)  515.2    (m)         1690.     (f) VERT ANG       
 DU1791
 DU1791.Superseded values are not recommended for survey control.
 DU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1791.See file dsdata.txt to determine how the superseded data were derived.
 DU1791
 DU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4444116735(NAD 83)
 DU1791_MARKER: DS = TRIANGULATION STATION DISK
 DU1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1791+STABILITY: SURFACE MOTION
 DU1791
 DU1791  HISTORY     - Date     Condition        Report By
 DU1791  HISTORY     - 1981     MONUMENTED       AZDT
 DU1791
 DU1791                          STATION DESCRIPTION
 DU1791
 DU1791'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1791'THE STATION IS LOCATED 5 MILES SOUTHEAST OF FORT MCDOWELL, 3.5 MILES
 DU1791'NORTHWEST OF SAGUARO LAKE AND ALONG ARIZONA HIGHWAY 87.
 DU1791'
 DU1791'THE STATION MARK IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 250 FEET SOUTH OF
 DU1791'THE HIGHWAY AND 6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1791'
 DU1791'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A CONCRETE MONUMENT.
 DU1791'
 DU1791'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A CONCRETE MONUMENT.
 DU1791'
 DU1791'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1791'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1791'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1791'49.3 MILES TO BEGAINING OF THE DIVIDED HIGHWAY, CONTINUE SOUTH FOR
 DU1791'2.1 MILES TO THE SAGURAO LAKE TURN OFF, CONTINUE SOUTH FOR 4.0 MILES
 DU1791'TO A TRAFFIC CROSS OVER FROM THE SOUTH BOUND LANE TO THE NORTH BOUND
 DU1791'LANE.  CROSS TO THE NORTH BOUND LANE AND TRAVEL NORTH FOR 0.4 MILE TO
 DU1791'A SMALL TRAFFIC PULLOUT AREA ON THE RIGHT AND END OF TRUCK TRAVEL.
 DU1791'PACK SOUTH UP THE CUT FOR ABOUT 250 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1353 ***********************************************************************
 FS1353  DESIGNATION -  DUVAL
 FS1353  PID         -  FS1353
 FS1353  STATE/COUNTY-  AZ/MOHAVE
 FS1353  USGS QUAD   -  CERBAT (1968)
 FS1353
 FS1353                         *CURRENT SURVEY CONTROL
 FS1353  ___________________________________________________________________
 FS1353* NAD 83(1992)-  35 19 22.99186(N)    114 12 23.59448(W)     ADJUSTED  
 FS1353* NAVD 88     -      1025.5    (meters)    3364.     (feet)  VERTCON   
 FS1353  ___________________________________________________________________
 FS1353  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 FS1353  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS1353
 FS1353  HORZ ORDER  -  SECOND
 FS1353
 FS1353.The horizontal coordinates were established by classical geodetic methods
 FS1353.and adjusted by the National Geodetic Survey in August 1993..
 FS1353
 FS1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1353
 FS1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1353
 FS1353.The geoid height was determined by GEOID03.
 FS1353
 FS1353;                    North         East     Units Scale Factor Converg.
 FS1353;SPC AZ W     -   479,522.915   171,849.107   MT  0.99995456   -0 15 50.3
 FS1353;SPC AZ W     - 1,573,237.91    563,809.41   iFT  0.99995456   -0 15 50.3
 FS1353;UTM  11      - 3,912,450.194   753,934.284   MT  1.00039474   +1 36 57.6
 FS1353
 FS1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1353!SPC AZ W     -   0.99984353  x   0.99995456  =   0.99979810
 FS1353!UTM  11      -   0.99984353  x   1.00039474  =   1.00023821
 FS1353
 FS1353|---------------------------------------------------------------------|
 FS1353| PID    Reference Object                     Distance      Geod. Az  |
 FS1353|                                                           dddmmss.s |
 FS1353| CS4802 DUVAL RM 1                           10.727 METERS 14854     |
 FS1353| FS1354 EL PICO                             APPROX. 5.6 KM 3292249.7 |
 FS1353| CS4803 DUVAL RM 2                           10.629 METERS 32933     |
 FS1353|---------------------------------------------------------------------|
 FS1353
 FS1353                          SUPERSEDED SURVEY CONTROL
 FS1353
 FS1353  NAD 83(1986)-  35 19 22.99162(N)    114 12 23.59452(W) AD(       ) 2
 FS1353  NGVD 29 (11/23/90) 1024.7    (m)         3362.     (f) VERT ANG       
 FS1353
 FS1353.Superseded values are not recommended for survey control.
 FS1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1353.See file dsdata.txt to determine how the superseded data were derived.
 FS1353
 FS1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5393412450(NAD 83)
 FS1353_MARKER: DS = TRIANGULATION STATION DISK
 FS1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1353+STABILITY: SURFACE MOTION
 FS1353
 FS1353  HISTORY     - Date     Condition        Report By
 FS1353  HISTORY     - 1981     MONUMENTED       AZDT
 FS1353
 FS1353                          STATION DESCRIPTION
 FS1353
 FS1353'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1353'THE STATION IS LOCATED 12.5  MILES NORTHWEST OF KINGMAN AND 6.25
 FS1353'MILES SOUTHWEST OF CHLORIDE ALONG U.S. HIGHWAY 93.
 FS1353'
 FS1353'THE STATION MARK IS AN ADOT DISK STAMPED---DUVAL 1981.  IT IS SET IN
 FS1353'TOP OF A 10 INCH CONCRETE POST.  IT IS 97 FEET SOUTHWEST OF THE
 FS1353'CENTERLINE OF U.S. 93 AND 2 FEET SOUTHWEST OF THE WITNESS POST.
 FS1353'
 FS1353'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DUVAL RM 1 1981.  IT IS SET
 FS1353'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1353'
 FS1353'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DUVAL RM 2 1981.  IT IS SET
 FS1353'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1353'
 FS1353'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1353'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT ON
 FS1353'U.S. 66 AND TRAVEL WEST FOR 2.3 MILES TO THE U.S. 93 AND I 40 TRAFFIC
 FS1353'INTERCHANGE.  TRAVEL NORTH ALONG U.S. 93 FOR 3.85 MILES TO THE ARIZONA
 FS1353'INSPECTION STATION, CONTINUE NORTH ALONG U.S. 93 FOR 8.6 MILES TO
 FS1353'MINERAL PARK ROAD AND A HISTORICAL MARKER.  THE STATION IS ON THE LEFT
 FS1353'NORTHWEST OF THE ROAD AT MILE POST 58.65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3548 ***********************************************************************
 AA3548  SACS        -  This is a Secondary Airport Control Station.
 AA3548  DESIGNATION -  DVT B
 AA3548  PID         -  AA3548
 AA3548  STATE/COUNTY-  AZ/PINAL
 AA3548  USGS QUAD   -  UNION HILLS (1981)
 AA3548
 AA3548                         *CURRENT SURVEY CONTROL
 AA3548  ___________________________________________________________________
 AA3548* NAD 83(1992)-  33 41 10.08728(N)    112 05 31.38527(W)     ADJUSTED  
 AA3548* NAVD 88     -       440.07   (meters)    1443.8    (feet)  GPS OBS   
 AA3548  ___________________________________________________________________
 AA3548  X           -  -1,998,192.252 (meters)                     COMP
 AA3548  Y           -  -4,922,913.203 (meters)                     COMP
 AA3548  Z           -   3,517,759.275 (meters)                     COMP
 AA3548  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 AA3548  ELLIP HEIGHT-         410.67  (meters)          (01/12/01) GPS OBS
 AA3548  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AA3548
 AA3548  HORZ ORDER  -  FIRST
 AA3548  ELLP ORDER  -  FOURTH    CLASS I
 AA3548
 AA3548.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AA3548
 AA3548.The horizontal coordinates were established by GPS observations
 AA3548.and adjusted by the National Geodetic Survey in December 1994..
 AA3548
 AA3548.The orthometric height was determined by GPS observations and a
 AA3548.high-resolution geoid model.
 AA3548
 AA3548.GPS derived orthometric heights for airport stations designated as
 AA3548.PACS or SACS are published to 2 decimal places.  This maintains
 AA3548.centimeter relative accuracy between the PACS and SACS.  It does
 AA3548.not indicate centimeter accuracy relative to other marks which are
 AA3548.part of the NAVD 88 network.
 AA3548
 AA3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3548
 AA3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3548
 AA3548.The ellipsoidal height was determined by GPS observations
 AA3548.and is referenced to NAD 83.
 AA3548
 AA3548.The geoid height was determined by GEOID03.
 AA3548
 AA3548;                    North         East     Units Scale Factor Converg.
 AA3548;SPC AZ C     -   297,857.408   197,099.381   MT  0.99990326   -0 05 50.2
 AA3548;SPC AZ C     -   977,222.47    646,651.51   iFT  0.99990326   -0 05 50.2
 AA3548;UTM  12      - 3,727,891.237   398,779.643   MT  0.99972631   -0 36 20.7
 AA3548
 AA3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3548!SPC AZ C     -   0.99993553  x   0.99990326  =   0.99983880
 AA3548!UTM  12      -   0.99993553  x   0.99972631  =   0.99966186
 AA3548
 AA3548                          SUPERSEDED SURVEY CONTROL
 AA3548
 AA3548  ELLIP H (12/30/94)  410.77   (m)                       GP(       ) 4 1
 AA3548  NGVD 29 (12/30/94)  439.54   (m)         1442.1    (f) LEVELING    3  
 AA3548
 AA3548.Superseded values are not recommended for survey control.
 AA3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3548.See file dsdata.txt to determine how the superseded data were derived.
 AA3548
 AA3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9878027891(NAD 83)
 AA3548_MARKER: DD = SURVEY DISK
 AA3548_SETTING: 0 = UNSPECIFIED SETTING
 AA3548_STAMPING: DVT B 1994
 AA3548_MARK LOGO: NOS   
 AA3548_PROJECTION: FLUSH
 AA3548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3548+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AA3548
 AA3548  HISTORY     - Date     Condition        Report By
 AA3548  HISTORY     - 1994     MONUMENTED       NOS
 AA3548  HISTORY     - 19940615 GOOD             NGS
 AA3548  HISTORY     - 19970429 GOOD             NGS
 AA3548  HISTORY     - 19980806 GOOD             NGS
 AA3548  HISTORY     - 20030618 GOOD             NGS
 AA3548
 AA3548                          STATION DESCRIPTION
 AA3548
 AA3548'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3548'LOCATED AT THE PHOENIX-DEER VALLEY MUNICIPAL AIRPORT WHICH IS 13 MI
 AA3548'(20.9 KM) NORTH OF THE CITY OF PHOENIX, AZ, 13 MI (20.9 KM) NE OF SUN
 AA3548'CITY, AZ, AND ABOUT 4.0 MI (6.4 KM) EAST OF I-17. MARK IS LOCATED IN
 AA3548'THE WEST SECTION OF THE AIRPORT JUST SOUTH OF THE PARALLEL TAXIWAY
 AA3548'SERVING RUNWAY 7R.  NOTE--PHOENIX-DEER VALLEY MUNICIPAL AIRPORT IS A
 AA3548'CONTROLLED AIRFIELD, FOR ACCESS CONTACT MR AL SHUART, AIRPORT
 AA3548'SUPERVISOR, 702 WEST DEER VALLEY DR, PHOENIX, AZ 85027.  OFFICE PHONE
 AA3548'(602) 869-0975. TO REACH THE STATION FROM THE NORTH SIDE OF THE AIR
 AA3548'TRAFFIC CONTROL TOWER, PROCEED NORTHERLY ACCROSS THE RAMP FOR 0.1 MI
 AA3548'(0.2 KM) TO TAXIWAY C WHICH RUNS PARALLEL WITH RUNWAY 7R-25L. TURN
 AA3548'LEFT HEADING WEST ALONG TAXIWAY C FOR 0.6 MI (1.0 KM) TO CONNECTING
 AA3548'TAXIWAY C-3 ON THE RIGHT AND THE STATION IN THE SOUTHWEST CORNER OF
 AA3548'THE INTERSECTION OF TAXIWAY C AND TAXIWAY C-3. IT IS 215.6 FT (65.7 M)
 AA3548'NORTHWEST OF THE NORTHWEST CORNER OF HANGAR NO.1, 43.0 FT (13.1 M)
 AA3548'SOUTH OF THE CETERLINE OF THE EAST-WEST PARALLEL TAXIWAY, 34.1 FT
 AA3548'(10.4 M) SOUTHEAST OF THE FIRST TAXIWAY LIGHT ON THE EAST-WEST
 AA3548'PARALLEL TAXIWAY, AND IS ON THE SOUTHWEST CORNER OF A CONCRETE CASING
 AA3548'OF AN ELECTRICAL DUCT. THE STATION IS A STANDARD NOS DISK SET IN A
 AA3548'DRILL HOLE IN TOP OF A CONCRETE ELECTRICAL DUCT. DISK IS STAMPED - DVT
 AA3548'B 1994.
 AA3548
 AA3548                          STATION RECOVERY (1994)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3548'STATION IS LOCATED NEAR THE WEST END OF THE AIRPORT SOUTHEAST OF
 AA3548'RUNWAY END 7 AND JUST SOUTH OF THE PARALLEL TAXIWAY SERVING RUNWAY 7R.
 AA3548'THE STATION IS LOCATED 215.6 FT (65.7 M) NORTHWEST OF THE NORTHWEST
 AA3548'CORNER OF HANGAR NUMBER 1, 43.0 FT (13.1 M) SOUTH OF THE CENTERLINE OF
 AA3548'THE EAST-WEST PARALLEL TAXIWAY AND 34.1 FT (10.4 M) SOUTHEAST OF THE
 AA3548'FIRST TAXIWAY LIGHT ON THE EAST-WEST PARALLEL TAXIWAY.  THE STATION IS
 AA3548'A STANDARD NOS DISK STAMPED DVT B 1994 SET IN TOP OF A CONCRETE
 AA3548'ELECTRICAL DUCT.
 AA3548
 AA3548                          STATION RECOVERY (1997)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3548'RECOVERED AS DESCRIBED.
 AA3548
 AA3548                          STATION RECOVERY (1998)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3548'RECOVERED AS DESCRIBED.
 AA3548
 AA3548                          STATION RECOVERY (2003)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3548'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3549 ***********************************************************************
 AA3549  SACS        -  This is a Secondary Airport Control Station.
 AA3549  DESIGNATION -  DVT C
 AA3549  PID         -  AA3549
 AA3549  STATE/COUNTY-  AZ/PINAL
 AA3549  USGS QUAD   -  UNION HILLS (1981)
 AA3549
 AA3549                         *CURRENT SURVEY CONTROL
 AA3549  ___________________________________________________________________
 AA3549* NAD 83(1992)-  33 41 23.91715(N)    112 05 12.77695(W)     ADJUSTED  
 AA3549* NAVD 88     -       444.46   (meters)    1458.2    (feet)  GPS OBS   
 AA3549  ___________________________________________________________________
 AA3549  X           -  -1,997,660.631 (meters)                     COMP
 AA3549  Y           -  -4,922,877.851 (meters)                     COMP
 AA3549  Z           -   3,518,116.301 (meters)                     COMP
 AA3549  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AA3549  ELLIP HEIGHT-         415.10  (meters)          (01/12/01) GPS OBS
 AA3549  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AA3549
 AA3549  HORZ ORDER  -  FIRST
 AA3549  ELLP ORDER  -  FOURTH    CLASS I
 AA3549
 AA3549.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AA3549
 AA3549.The horizontal coordinates were established by GPS observations
 AA3549.and adjusted by the National Geodetic Survey in December 1994..
 AA3549
 AA3549.The orthometric height was determined by GPS observations and a
 AA3549.high-resolution geoid model.
 AA3549
 AA3549.GPS derived orthometric heights for airport stations designated as
 AA3549.PACS or SACS are published to 2 decimal places.  This maintains
 AA3549.centimeter relative accuracy between the PACS and SACS.  It does
 AA3549.not indicate centimeter accuracy relative to other marks which are
 AA3549.part of the NAVD 88 network.
 AA3549
 AA3549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3549
 AA3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3549
 AA3549.The ellipsoidal height was determined by GPS observations
 AA3549.and is referenced to NAD 83.
 AA3549
 AA3549.The geoid height was determined by GEOID03.
 AA3549
 AA3549;                    North         East     Units Scale Factor Converg.
 AA3549;SPC AZ C     -   298,282.666   197,579.320   MT  0.99990307   -0 05 39.9
 AA3549;SPC AZ C     -   978,617.67    648,226.12   iFT  0.99990307   -0 05 39.9
 AA3549;UTM  12      - 3,728,312.144   399,263.252   MT  0.99972510   -0 36 10.6
 AA3549
 AA3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3549!SPC AZ C     -   0.99993484  x   0.99990307  =   0.99983791
 AA3549!UTM  12      -   0.99993484  x   0.99972510  =   0.99965996
 AA3549
 AA3549                          SUPERSEDED SURVEY CONTROL
 AA3549
 AA3549  ELLIP H (12/30/94)  415.20   (m)                       GP(       ) 4 1
 AA3549  NGVD 29 (12/30/94)  443.93   (m)         1456.5    (f) LEVELING    3  
 AA3549
 AA3549.Superseded values are not recommended for survey control.
 AA3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3549.See file dsdata.txt to determine how the superseded data were derived.
 AA3549
 AA3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9926328312(NAD 83)
 AA3549_MARKER: DD = SURVEY DISK
 AA3549_SETTING: 0 = UNSPECIFIED SETTING
 AA3549_STAMPING: DVT C 1994
 AA3549_MARK LOGO: NOS   
 AA3549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3549+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AA3549
 AA3549  HISTORY     - Date     Condition        Report By
 AA3549  HISTORY     - 1994     MONUMENTED       NOS
 AA3549  HISTORY     - 19941231 GOOD             NOS
 AA3549  HISTORY     - 19970429 GOOD             NGS
 AA3549  HISTORY     - 20030618 GOOD             NGS
 AA3549
 AA3549                          STATION DESCRIPTION
 AA3549
 AA3549'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3549'LOCATED AT THE PHOENIX-DEER VALLEY MUNICIPAL AIRPORT WHICH IS 13 MI
 AA3549'(20.9 KM) NORTH OF THE CITY OF PHOENIX, AZ, 13 MI (20.9 KM) NE OF SUN
 AA3549'CITY, AZ, AND ABOUT 4.0 MI (6.4 KM) EAST OF I-17. MARK IS LOCATED IN
 AA3549'THE NORTH SECTION OF THE AIRPORT JUST NORTHWEST OF MIDFIELD NORTHEAST
 AA3549'OF THE JUNCTION OF TAXIWAY C-5 AND THE EAST-WEST PARALLEL TAXIWAY
 AA3549'SERVING RUNWAY 7L-25R.  NOTE--PHOENIX-DEER VALLEY MUNICIPAL AIRPORT IS
 AA3549'A CONTROLLED AIRFIELD, FOR ACCESS CONTACT MR AL SHUART, AIRPORT
 AA3549'SUPERVISOR, 702 WEST DEER VALLEY DR, PHOENIX, AZ 85027.  OFFICE PHONE
 AA3549'(602)869-0975. TO REACH THE STATION FROM THE NORTH SIDE OF THE AIR
 AA3549'TRAFFIC CONTROL TOWER, PROCEED NORTHERLY ACCROSS THE RAMP FOR 0.1 MI
 AA3549'(0.2 KM) TO TAXIWAY C WHICH RUNS PARALLEL WITH RUNWAY 7R-25L. TURN
 AA3549'LEFT HEADING WEST ALONG TAXIWAY C FOR 0.3 MI (0.5 KM) TO CONNECTING
 AA3549'TAXIWAY 5 ON THE RIGHT. TURN RIGHT HEADING NORTH ALONG TAXIWAY 5 FOR
 AA3549'0.05 MI (0.08 KM) TO THE INTERSECTION WITH RUNWAY 7R-25L. CROSS RUNWAY
 AA3549'AND CONTINUE NORTHERLY FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH
 AA3549'RUNWAY 7L-25R. CROSS RUNWAY AND CONTINUE NORTHERLY CROSSING TAXIWAY A
 AA3549'FOR 0.15 MI (0.24 KM) AND THE STATION ON THE RIGHT. IT IS 50.0 FT
 AA3549'(15.2 M) SOUTHEAST OF THE WEST EDGE OF A CONCRETE CULVERT, 42.7 OF THE
 AA3549'CENTERLINE OF THE PARALLEL TAXIWAY, AND 19.6 FT (6.0 M) SOUTHEAST FROM
 AA3549'THE CENTER OF A CONCRETE CATCH BASIN WITH METAL DRAIN GATE WHICH IS
 AA3549'JUST SOUTHEAST OF THE EDGE OF A RAMP WITH ABANDON AIRCRAFT. THE
 AA3549'STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A
 AA3549'CONCRETE ELECTRICAL DUCT. DISK IS STAMPED - DVT C 1994.
 AA3549
 AA3549                          STATION RECOVERY (1994)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 AA3549'STATION IS LOCATED AT THE NORTH SECTION OF THE AIRPORT JUST NORTH OF
 AA3549'THE PARALLEL TAXIWAY SERVING RUNWAY 7L.  THE STATION IS LOCATED 42.7
 AA3549'FT (13.0 M) NORTH OF THE CENTERLINE OF THE EAST-WEST PARALLEL TAXIWAY,
 AA3549'50.0 FT (15.2 M) SOUTHEAST OF THE WEST EDGE OF A CONCRETE WATER
 AA3549'CULVERT AND 19.6 FT (6.0 M) SOUTHEAST FROM THE CENTER OF A CONCRETE
 AA3549'DRAIN WITH A METAL GRATE WHICH IS JUST OFF THE SOUTHEAST EDGE OF THE
 AA3549'NORTH RAMP.  THE STATION IS A STANDARD NOS DISK STAMPED DVT C 1994 SET
 AA3549'IN THE TOP OF A CONCRTE ELECTRIC DUCT.
 AA3549
 AA3549                          STATION RECOVERY (1997)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3549'RECOVERED AS DESCRIBED.
 AA3549
 AA3549                          STATION RECOVERY (2003)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3549'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0993 ***********************************************************************
 FR0993  DESIGNATION -  DWARF
 FR0993  PID         -  FR0993
 FR0993  STATE/COUNTY-  AZ/MOHAVE
 FR0993  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0993
 FR0993                         *CURRENT SURVEY CONTROL
 FR0993  ___________________________________________________________________
 FR0993* NAD 83(1992)-  35 58 06.56803(N)    113 49 00.96236(W)     ADJUSTED  
 FR0993* NAVD 88     -      1482.9    (meters)    4865.     (feet)  VERTCON   
 FR0993  ___________________________________________________________________
 FR0993  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FR0993  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FR0993
 FR0993  HORZ ORDER  -  THIRD
 FR0993
 FR0993.The horizontal coordinates were established by classical geodetic methods
 FR0993.and adjusted by the National Geodetic Survey in August 1993..
 FR0993
 FR0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0993
 FR0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0993
 FR0993.The geoid height was determined by GEOID03.
 FR0993
 FR0993;                    North         East     Units Scale Factor Converg.
 FR0993;SPC AZ W     -   551,037.495   207,322.987   MT  0.99993378   -0 02 21.5
 FR0993;SPC AZ W     - 1,807,865.80    680,193.53   iFT  0.99993378   -0 02 21.5
 FR0993;UTM  12      - 3,984,122.937   245,983.483   MT  1.00039514   -1 39 19.4
 FR0993
 FR0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0993!SPC AZ W     -   0.99977140  x   0.99993378  =   0.99970520
 FR0993!UTM  12      -   0.99977140  x   1.00039514  =   1.00016645
 FR0993
 FR0993|---------------------------------------------------------------------|
 FR0993| PID    Reference Object                     Distance      Geod. Az  |
 FR0993|                                                           dddmmss.s |
 FR0993| CH3082 DWARF RM 1                            9.208 METERS 07216     |
 FR0993| CH3083 DWARF RM 2                            9.595 METERS 17120     |
 FR0993| CH3081 DWARF AZ MK                                        2405057.3 |
 FR0993|---------------------------------------------------------------------|
 FR0993
 FR0993                          SUPERSEDED SURVEY CONTROL
 FR0993
 FR0993  NAD 83(1986)-  35 58 06.56027(N)    113 49 00.95990(W) AD(       ) 3
 FR0993  NAD 27      -  35 58 06.60500(N)    113 48 58.14000(W) AD(       ) 3
 FR0993  NGVD 29 (07/19/86) 1482.1    (m)         4863.     (f) VERT ANG       
 FR0993
 FR0993.Superseded values are not recommended for survey control.
 FR0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0993.See file dsdata.txt to determine how the superseded data were derived.
 FR0993
 FR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4598384123(NAD 83)
 FR0993_MARKER: DS = TRIANGULATION STATION DISK
 FR0993_SETTING: 66 = SET IN ROCK OUTCROP
 FR0993_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0993
 FR0993  HISTORY     - Date     Condition        Report By
 FR0993  HISTORY     - 1936     MONUMENTED       CGS
 FR0993  HISTORY     - 1953     GOOD             LOCSUR
 FR0993
 FR0993                          STATION DESCRIPTION
 FR0993
 FR0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0993'ON THE HUALPAI INDIAN RESERVATION, ABOUT 37 MILES NORTH-NORTHWEST
 FR0993'OF PEACH SPRINGS AND 12 MILES NORTHEAST OF THE DUNCAN RANCH, ON A
 FR0993'HIGH POINT OF A ROLLING, GRASSY PLATEAU LYING ALONG THE WEST
 FR0993'SIDE OF THE COLORADO RIVER, ABOUT 2 MILES NORTH-NORTHWEST OF THE
 FR0993'INTERSECTION OF THE COLORADO RIVER CANYON AND QUARTERMASTER
 FR0993'CANYON, AND ABOUT 1/2 MILE WEST OF THE WEST BRINK OF TH COLORADO
 FR0993'CANYON, 45 FEET SOUTH BY WEST OF A DWARF CEDAR TREE, SET IN A
 FR0993'SMALL OUTCROP OF BEDROCK.  THE STATION MARK, WAS SET
 FR0993'AT A POINT MARKED BY A FAINT CROSS CHISELED IN THE ROCK AND
 FR0993'HAVING A 10-FOOT FLAG GUYED ABOVE IT.
 FR0993'
 FR0993'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 35
 FR0993'FEET SOUTHEAST OF THE DWARF CEDAR TREE.  REFERENCE MARK NO. 2 IS
 FR0993'SOUTH OF THE STATION, ON THE FLAT.  BOTH MARKS ARE STANDARD
 FR0993'REFERENCE DISKS HAVING 3-FOOT SHANKS, SET IN CONCRETE BELOW
 FR0993'GROUND.  THE AZIMUTH MARK, SET INTO A SQUARE CONCRETE MONUMENT
 FR0993'IS APPROXIMATELY 0.4
 FR0993'MILE SOUTH BY WEST OF THE STATION, AT THE NORTH EDGE OF THE
 FR0993'FIRST RISE OF GROUND SOUTH OF THE STATION, 10 FEET NORTH OF THE
 FR0993'CENTER OF THE TRACK ROAD LEADING TO THE STATION, IN RANGE WITH
 FR0993'THE STATION AND THE EAST SIDE OF THE SKYLINE PASS TO THE
 FR0993'SOUTH.
 FR0993'
 FR0993'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS, GO WEST
 FR0993'ON U.S. HIGHWAY 66 FOR 1.9 MILES AND BEAR RIGHT ON GRAVEL
 FR0993'ROAD THROUGH CATTLE GUARD, THENCE 0.8 MILE AND TAKE RIGHT FORK,
 FR0993'THENCE NORTHWEST FOR 6.5 MILES AND PASS CATTLE GUARD, THENCE 5.4
 FR0993'MILES AND PASS THROUGH GATE, THENCE NORTHWEST FOR 6.8 MILES AND
 FR0993'PASS THROUGH GATE, THENCE NORTH UP HILL ON MAIN-TRAVELED ROAD
 FR0993'FOR 1.2 MILES AND KEEP NORTH ON MAIN ROAD AT ROAD UP DRAW TO
 FR0993'RIGHT, THENCE 4.2 MILES AND KEEP LEFT FORK, THENCE 1.4 MILES
 FR0993'AND PASS THROUGH GATE, THENCE 0.5 MILE AND PASS THROUGH GATE,
 FR0993'THENCE 6.4 MILES AND PASS OVER DIVIDE, THENCE 1.2 MILES AND
 FR0993'BEAR RIGHT ON TRACK ROAD ACROSS FLAT, THENCE 2.25 MILES AND
 FR0993'KEEP RIGHT FORK NORTH, THENCE 2.05 MILES AND PASS THROUGH
 FR0993'GATE, THENCE 0.2 MILE AND KEEP LEFT FORK, THENCE 2.3 MILES AND
 FR0993'KEEP RIGHT FORK, THENCE 0.8 MILE AND KEEP LEFT FORK, THENCE
 FR0993'1.2 MILES AND PASS THROUGH FENCED ENCLOSURE AT TANK, THENCE 0.8
 FR0993'MILE AND PASS TO LEFT OF TANK AND CORRALS, THENCE 1.8 MILES AND
 FR0993'KEEP RIGHT FORK OF THE MAIN-TRAVELED ROAD NORTH FOR 1.4
 FR0993'MILES AND PASS OVER SUMMIT OF RIDGE, THENCE 0.6 MILE AND PASS
 FR0993'THROUGH FENCE, THENCE NORTH ON WINDING ROAD ACROSS DRAWS FOR
 FR0993'2.1 MILES AND PASS THROUGH GATE IN FENCE, THENCE NORTHEAST FOR
 FR0993'1.8 MILES AND BEAR RIGHT ON MAIN ROAD AT DIM REVERSE Y,
 FR0993'THENCE 1.2 MILES AND TAKE RIGHT FORK LEADING THROUGH CORRALS,
 FR0993'THENCE NORTHEAST ON MAIN-TRAVELED ROAD FOR 2.0 MILES AND BEAR
 FR0993'LEFT (NORTH) FOR 0.2 MILE TO THE STATION.
 FR0993'
 FR0993'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0993
 FR0993                          STATION RECOVERY (1953)
 FR0993
 FR0993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (GCS)
 FR0993'STATION RECOVERED BY AERIAL SURVEYS INC.
 FR0993'
 FR0993'RECOVERED STATION MARK AND REFERENCE MARKS 1 AND 2 IN GOOD
 FR0993'CONDITION.  PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1097 ***********************************************************************
 ES1097  DESIGNATION -  DYES
 ES1097  PID         -  ES1097
 ES1097  STATE/COUNTY-  AZ/COCONINO
 ES1097  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES1097
 ES1097                         *CURRENT SURVEY CONTROL
 ES1097  ___________________________________________________________________
 ES1097* NAD 83(1992)-  34 27 57.25773(N)    110 53 04.54806(W)     ADJUSTED  
 ES1097* NAVD 88     -      2246.     (meters)    7369.     (feet)  SCALED    
 ES1097  ___________________________________________________________________
 ES1097  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ES1097  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES1097
 ES1097  HORZ ORDER  -  FIRST
 ES1097
 ES1097.The horizontal coordinates were established by classical geodetic methods
 ES1097.and adjusted by the National Geodetic Survey in August 1993..
 ES1097
 ES1097.The orthometric height was scaled from a topographic map.
 ES1097
 ES1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1097
 ES1097.The geoid height was determined by GEOID03.
 ES1097
 ES1097;                    North         East     Units Scale Factor Converg.
 ES1097;SPC AZ C     -   384,813.235   308,176.237   MT  1.00001078   +0 35 02.8
 ES1097;SPC AZ C     - 1,262,510.61  1,011,076.89   iFT  1.00001078   +0 35 02.8
 ES1097;UTM  12      - 3,813,822.596   510,598.713   MT  0.99960138   +0 03 55.1
 ES1097
 ES1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1097!SPC AZ C     -   0.99965128  x   1.00001078  =   0.99966206
 ES1097!UTM  12      -   0.99965128  x   0.99960138  =   0.99925280
 ES1097
 ES1097|---------------------------------------------------------------------|
 ES1097| PID    Reference Object                     Distance      Geod. Az  |
 ES1097|                                                           dddmmss.s |
 ES1097| CD2834 DYES RM 1                            37.894 METERS 10908     |
 ES1097| CD2833 DYES AZ MK                                         1634838.9 |
 ES1097| CD2835 DYES RM 2                            34.254 METERS 24613     |
 ES1097|---------------------------------------------------------------------|
 ES1097
 ES1097                          SUPERSEDED SURVEY CONTROL
 ES1097
 ES1097  NAD 83(1986)-  34 27 57.25176(N)    110 53 04.55237(W) AD(       ) 1
 ES1097  NAD 27      -  34 27 57.12400(N)    110 53 02.08700(W) AD(       ) 1
 ES1097
 ES1097.Superseded values are not recommended for survey control.
 ES1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1097.See file dsdata.txt to determine how the superseded data were derived.
 ES1097
 ES1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1059913823(NAD 83)
 ES1097_MARKER: DS = TRIANGULATION STATION DISK
 ES1097_SETTING: 80 = SET IN A BOULDER
 ES1097_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1097
 ES1097  HISTORY     - Date     Condition        Report By
 ES1097  HISTORY     - 1938     MONUMENTED       CGS
 ES1097
 ES1097                          STATION DESCRIPTION
 ES1097
 ES1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1097'STATION IS ABOUT 17 MILES W OF HEBER, ABOUT 1-1/2 MILES NE OF
 ES1097'DYES RANCH, AND AT HEAD OF CIRCLE BAR DRAW ON A FLAT TIMBER-COVERED
 ES1097'RIDGE.
 ES1097'
 ES1097'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 ES1097'IN BOULDERS.
 ES1097'
 ES1097'REACHED FROM YOUNG BY GOING NORTHWARD ON HIGHWAY TOWARD HEBER
 ES1097'25.1 MILES TO A FORK AND SIGNS RIM ROAD, WINSLOW 73 MILES.
 ES1097'THENCE LEAVE MAIN HIGHWAY AND TURN L, GO W AND N ON WINSLOW ROAD
 ES1097'10.8 MILES TO A TRAIL SIDE ROAD AND SIGN WINSLOW 56 DEER LAKE 2
 ES1097'ALDER LAKE 1/4.  THENCE LEAVE MAIN ROAD, TURN R AND GO EASTERLY
 ES1097'0.2 MILE, THEN R FORK EASTERLY ON WOLFF RANCH ROAD 4.75 MILES TO
 ES1097'DILAPIDATED BUILDINGS OF WOLFF RANCH ON R.  CONTINUE ON MAIN
 ES1097'ROAD 0.2 MILE CROSSING CREEK, THENCE CONTINUE E AND N ON MAIN
 ES1097'ROAD 2.25 MILES TO SIGN WATERS R.S. 8 MI.  THENCE STRAIGHT
 ES1097'AHEAD 0.6 MILE TO FORK AND SIGN DURAN RANCH 3/4 MI.  THENCE L FORK
 ES1097'NORTHERLY 0.2 MILE TO SIDE ROAD TO R WITH SIGN TILLMAN RANCH
 ES1097'3/4 MILE, THENCE STRAIGHT AHEAD NORTHERLY 0.15 MILE TO
 ES1097'FORK.  THENCE N FORK NORTHERLY 1.3 MILES, TURN L ABOUT 125 FEET
 ES1097'TO STATION.  THERE IS A LARGE TRIANGULAR BLAZE ON A PINE TREE
 ES1097'ABOUT 15 FEET TO R OF ROAD AT POINT ROAD IS LEFT, AND ANOTHER
 ES1097'ABOUT 50 FEET NNW OF STATION.
 ES1097'
 ES1097'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER ABOUT
 ES1097'0.2 MILE SSE OF STATION.  A LINE OF TREES IS BLAZED TO AZIMUTH
 ES1097'FROM STATION.  IT WILL BE SEEN FROM GROUND IF TREES ARE CLEARED.
 ES1097'
 ES1097'REFERENCE MARK NO. 1 IS ABOUT SAME ELEVATION AS STATION, ABOUT
 ES1097'25 FEET W OF TRACK ROAD, AND 10 FEET S OF TRAIL LEADING INTO
 ES1097'STATION.  REFERENCE MARK NO. 2 IS JUST TO S AND E OF A LARGE
 ES1097'YELLOW PINE TREE.
 ES1097'
 ES1097'HEAVY TIMBER NECESSITATES USE OF A 90-FOOT SIGNAL.
 ES1097'
 ES1097'HEIGHT OF LIGHT ABOVE STATION MARK - 30.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1252 ***********************************************************************
 DB1252  DESIGNATION -  DYKE
 DB1252  PID         -  DB1252
 DB1252  STATE/COUNTY-  AZ/YUMA
 DB1252  USGS QUAD   -  WELLTON (1982)
 DB1252
 DB1252                         *CURRENT SURVEY CONTROL
 DB1252  ___________________________________________________________________
 DB1252* NAD 83(1992)-  32 39 19.44247(N)    114 08 57.28968(W)     ADJUSTED  
 DB1252* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 DB1252  ___________________________________________________________________
 DB1252  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DB1252  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB1252
 DB1252  HORZ ORDER  -  SECOND
 DB1252
 DB1252.The horizontal coordinates were established by classical geodetic methods
 DB1252.and adjusted by the National Geodetic Survey in August 1993..
 DB1252
 DB1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1252
 DB1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1252
 DB1252.The geoid height was determined by GEOID03.
 DB1252
 DB1252;                    North         East     Units Scale Factor Converg.
 DB1252;SPC AZ W     -   183,615.348   175,907.077   MT  0.99995062   -0 12 55.5
 DB1252;SPC AZ W     -   602,412.56    577,122.96   iFT  0.99995062   -0 12 55.5
 DB1252;UTM  11      - 3,616,676.709   767,382.283   MT  1.00048167   +1 32 20.9
 DB1252
 DB1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1252!SPC AZ W     -   0.99999065  x   0.99995062  =   0.99994127
 DB1252!UTM  11      -   0.99999065  x   1.00048167  =   1.00047231
 DB1252
 DB1252:                Primary Azimuth Mark                     Grid Az
 DB1252:SPC AZ W     -  WELT                                     356 04 13.0
 DB1252:UTM  11      -  WELT                                     354 18 56.6
 DB1252
 DB1252|---------------------------------------------------------------------|
 DB1252| PID    Reference Object                     Distance      Geod. Az  |
 DB1252|                                                           dddmmss.s |
 DB1252| DB0150 WELT                                APPROX. 1.9 KM 3555117.5 |
 DB1252|---------------------------------------------------------------------|
 DB1252
 DB1252                          SUPERSEDED SURVEY CONTROL
 DB1252
 DB1252  NAD 83(1986)-  32 39 19.44242(N)    114 08 57.29782(W) AD(       ) 2
 DB1252  NAD 27      -  32 39 19.27000(N)    114 08 54.52510(W) AD(       ) 2
 DB1252  NGVD 29 (07/19/86)   92.2    (m)          302.     (f) VERT ANG       
 DB1252
 DB1252.Superseded values are not recommended for survey control.
 DB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1252.See file dsdata.txt to determine how the superseded data were derived.
 DB1252
 DB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6738216677(NAD 83)
 DB1252_MARKER: DE = TRAVERSE STATION DISK
 DB1252_SETTING: 0 = UNSPECIFIED SETTING
 DB1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1252
 DB1252  HISTORY     - Date     Condition        Report By
 DB1252  HISTORY     - 1960     MONUMENTED       CGS
 DB1252  HISTORY     - 1966     GOOD             AZHD
 DB1252  HISTORY     - 1981     POOR             NGS
 DB1252
 DB1252                          STATION DESCRIPTION
 DB1252
 DB1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1252'THE STATION IS 0.8 MILE SOUTH OF THE WELLTON POST OFFICE
 DB1252'AND ON THE SUMMIT OF THE SANDY EMBANKMENT ALONG THE NORTH
 DB1252'SIDE OF THE WELLTON CANAL.  IT IS 150 FEET NORTH OF THE
 DB1252'NORTH BANK OF THE CANAL, 110 FEET NORTH OF A ROAD WHICH FOLLOWS
 DB1252'THE NORTH BANK AND 6 FEET EAST OF A METAL WITNESS POST WITH
 DB1252'SIGN ATTACHED.
 DB1252'
 DB1252'TO REACH THE STATION FROM THE RAILROAD STATION AT WELLTON,
 DB1252'PROCEED SOUTH ACROSS THE TRACKS FOR 100 YARDS, TURN RIGHT, WEST,
 DB1252'FOLLOWING THE COUNTY ROAD FOR 0.5 MILE, TURN LEFT, SOUTH,
 DB1252'FOR 0.65 MILE TO A BRIDGE CROSSING THE WELLTON CANAL, TURN
 DB1252'RIGHT, WEST, BEFORE CROSSING THE CANAL ALONG THE NORTH BANK
 DB1252'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DB1252'
 DB1252'THE STATION, WITH UNDERGROUND MARK, STAMPED DYKE 1960 IS A
 DB1252'STANDARD TRAVERSE DISK SET IN CONCRETE IN THE TOP OF A 4-INCH
 DB1252'SOIL PIPE PROJECTING ABOUT 6 INCHES.
 DB1252'
 DB1252'A 2-WHEEL DRIVE STATION, 1 MINUTE PACK.
 DB1252
 DB1252                          STATION RECOVERY (1966)
 DB1252
 DB1252'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB1252'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DB1252'
 DB1252'THE STATION IS LOCATED ON HIGH EARTH EMBANKMENT WHICH IS TO
 DB1252'BE USED AS FILL ON NEW PROPOSED HIGHWAY THUS NECESSITATING THE
 DB1252'MOVEMENT OF THE STATION.  STATION DYKE 2 WAS SET ON DIRECT
 DB1252'LINE TO STATION WELT 1960.
 DB1252
 DB1252                          STATION RECOVERY (1981)
 DB1252
 DB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1252'THE MARK WAS RECOVERED WITH DISK MISSING.  THE SOIL PIPE WAS STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0942 ***********************************************************************
 EU0942  DESIGNATION -  DYKE
 EU0942  PID         -  EU0942
 EU0942  STATE/COUNTY-  AZ/MOHAVE
 EU0942  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0942
 EU0942                         *CURRENT SURVEY CONTROL
 EU0942  ___________________________________________________________________
 EU0942* NAD 83(1992)-  34 59 06.34227(N)    114 25 41.58339(W)     ADJUSTED  
 EU0942* NAVD 88     -       594.7    (meters)    1951.     (feet)  VERTCON   
 EU0942  ___________________________________________________________________
 EU0942  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 EU0942  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EU0942
 EU0942  HORZ ORDER  -  SECOND
 EU0942
 EU0942.The horizontal coordinates were established by classical geodetic methods
 EU0942.and adjusted by the National Geodetic Survey in August 1993..
 EU0942
 EU0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0942
 EU0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0942
 EU0942.The geoid height was determined by GEOID03.
 EU0942
 EU0942;                    North         East     Units Scale Factor Converg.
 EU0942;SPC AZ W     -   442,145.688   151,439.160   MT  0.99998057   -0 23 20.0
 EU0942;SPC AZ W     - 1,450,609.21    496,847.64   iFT  0.99998057   -0 23 20.0
 EU0942;UTM  11      - 3,874,412.122   734,749.167   MT  1.00027923   +1 28 30.9
 EU0942
 EU0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0942!SPC AZ W     -   0.99991138  x   0.99998057  =   0.99989195
 EU0942!UTM  11      -   0.99991138  x   1.00027923  =   1.00019058
 EU0942
 EU0942:                Primary Azimuth Mark                     Grid Az
 EU0942:SPC AZ W     -  NUTT MOUNT CAIRN                         031 26 30.6
 EU0942:UTM  11      -  NUTT MOUNT CAIRN                         029 34 39.7
 EU0942
 EU0942|---------------------------------------------------------------------|
 EU0942| PID    Reference Object                     Distance      Geod. Az  |
 EU0942|                                                           dddmmss.s |
 EU0942| FS1060 NUTT MOUNT CAIRN                    APPROX.13.3 KM 0310310.6 |
 EU0942| CC4700 DYKE RM 3                                          0785618.9 |
 EU0942| CC4699 DYKE RM 2                            14.673 METERS 16025     |
 EU0942| CC4698 DYKE RM 1                            18.652 METERS 25513     |
 EU0942| FS1065 HARDY CAIRN                         APPROX. 8.2 KM 3550506.5 |
 EU0942|---------------------------------------------------------------------|
 EU0942
 EU0942                          SUPERSEDED SURVEY CONTROL
 EU0942
 EU0942  NAD 83(1986)-  34 59 06.34751(N)    114 25 41.58428(W) AD(       ) 2
 EU0942  NAD 27      -  34 59 06.33900(N)    114 25 38.73200(W) AD(       ) 2
 EU0942  NGVD 29 (07/19/86)  594.0    (m)         1949.     (f) VERT ANG       
 EU0942
 EU0942.Superseded values are not recommended for survey control.
 EU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0942.See file dsdata.txt to determine how the superseded data were derived.
 EU0942
 EU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3474974412(NAD 83)
 EU0942
 EU0942  HISTORY     - Date     Condition        Report By
 EU0942  HISTORY     - 1934     MONUMENTED       CGS
 EU0942  HISTORY     - 1948     GOOD             CGS
 EU0942  HISTORY     - 1955     GOOD             CGS
 EU0942  HISTORY     - 1956     GOOD             CGS
 EU0942  HISTORY     - 1960     GOOD             CGS
 EU0942  HISTORY     - 1968     GOOD             AZHD
 EU0942
 EU0942                          STATION DESCRIPTION
 EU0942
 EU0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0942'STATION IS ON A ROUNDED KNOLL 0.2 MILE W OF U.S. HIGHWAY 66 AT A
 EU0942'POINT 1/2 MILE W AND ACROSS THE HIGHWAY FROM BOUNDARY CONE (A
 EU0942'SHARP ROCKY PEAK EASILY IDENTIFIED FROM ANY POINT ALONG THE HIGHWAY
 EU0942'BETWEEN TOPOCK AND OATMAN).  STATION IS ON THE FIRST KNOLL S OF A
 EU0942'VERY PROMINENT, NATURAL ROCK DYKE THAT RUNS W FROM BOUNDARY CONE.
 EU0942'THIS DYKE IS 20.5 MILES N BY ROAD FROM TOPOCK.
 EU0942'
 EU0942'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE
 EU0942'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  REFERENCE MARK NO. 3
 EU0942'IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 EU0942'BEDROCK.
 EU0942'
 EU0942'REFERENCE MARK NO. 3 (AZIMUTH) IS 0.2 MILE E ON THE TOP OF THE ROCK
 EU0942'DYKE AT A POINT ABOUT 100 FEET W OF THE HIGHWAY.
 EU0942'
 EU0942'BEST REACHED FROM TOPOCK BY GOING N ON HIGHWAY 66 FOR 20.5 MILES
 EU0942'TO WHERE THE PROMINENT DYKE CROSSES THE HIGHWAY.  TURN LEFT OFF
 EU0942'THE HIGHWAY ON A DIM ROAD AND GO 0.2 MILE TO SW CORNER CLAIM STAKE,
 EU0942'HERE TURN RIGHT AND GO 100 YARDS TO THE HIGHEST PART OF THE KNOLL
 EU0942'AND THE STATION.
 EU0942
 EU0942                          STATION RECOVERY (1948)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0942'ALL MARKS ARE IN GOOD CONDITION.
 EU0942'
 EU0942'THE STATION IS ON THE NORTH END OF A LOW RIDGE 2/10 MILE WEST OF
 EU0942'U.S. HIGHWAY NO. 66, 1/2 MILE WEST OF BOUNDARY CONE (A PROMINENT
 EU0942'SHARP ROCKY PEAK WHICH IS EASILY IDENTIFIED FOR A RADIUS OF
 EU0942'SEVERAL MILES IN ALL DIRECTIONS), 17 MILES NORTH BY EAST OF
 EU0942'TOPOCK, AND 4 MILES SOUTHWEST OF OATMAN.  IT IS ABOUT 1/10 MILE
 EU0942'SOUTHWEST OF THE WEST END OF A NATURAL ROCK DYKE WHICH EXTENDS
 EU0942'DOWN THE WESTERN SLOPE OF BOUNDARY CONE.
 EU0942'
 EU0942'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 EU0942'12 INCH SQUARE BOULDER, PROJECTING 3 INCHES ABOVE THE SURFACE
 EU0942'OF THE GROUND, IS STAMPED DYKE 1934.
 EU0942'
 EU0942'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0942'A BOULDER WHICH IS 2-1/2 FEET LONG, 2 FEET WIDE AND PROJECTS 1 FOOT
 EU0942'ABOVE THE SURFACE OF THE GROUND, IS STAMPED DYKE NO 1 1934.  IT IS
 EU0942'APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 EU0942'
 EU0942'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0942'A 12 INCH BY 14 INCH BOULDER, PROJECTING 4 INCHES ABOVE THE SURFACE
 EU0942'OF THE GROUND, IS STAMPED DYKE NO 2 1934.  IT IS 3 FEET LOWER
 EU0942'IN ELEVATION THAN THE STATION MARK.
 EU0942'
 EU0942'THE AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD REFERENCE
 EU0942'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NATURAL ROCK
 EU0942'DYKE, IS STAMPED DYKE 1934.  IT IS 50 YARDS WEST OF U.S. HIGHWAY
 EU0942'NO. 66, 50 FEET NORTH OF AN EAST-WEST TRACK ROAD, AND IS
 EU0942'APPROXIMATELY 12 FEET ABOVE THE SURROUNDING AREA.
 EU0942'
 EU0942'TO REACH THE STATION FROM TOPOCK GO NORTH ON U.S. HIGHWAY NO. 66
 EU0942'FOR 20.5 MILES TO A POINT WHERE THE HIGHWAY CUTS THROUGH THE ROCK
 EU0942'DYKE ON THE WESTERN SLOPE OF BOUNDARY CONE.  TURN LEFT, WEST, AND
 EU0942'FOLLOW A TRACK ROAD ALONG THE SOUTH SIDE OF THE DYKE FOR 0.2
 EU0942'MILE.  TURN RIGHT AND GO 100 YARDS TO THE HIGHEST PART OF THE
 EU0942'RIDGE AND THE STATION.  A DRIVE STATION.
 EU0942
 EU0942                          STATION RECOVERY (1955)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0942'RECOVERED - THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH
 EU0942'MARK WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 EU0942'F.A.R. IN 1948 IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 EU0942'
 EU0942'HIGHWAY 66 NORTH OF TOPOCK HAS BEEN RELOCATED AND THE MILEAGE
 EU0942'FOLLOWS THE OLD ROUTE.  DISTANCES TO THE REFERENCE MARKS CHECKED
 EU0942'THE 1948 RECOVERY NOTE.
 EU0942
 EU0942                          STATION RECOVERY (1956)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0942'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 EU0942'GOOD CONDITION.
 EU0942'
 EU0942'THE 1948 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 EU0942'
 EU0942'THE MILEAGE IS ALONG OLD HIGHWAY 66 AND NOT THE PRESENT ROUTE
 EU0942
 EU0942                          STATION RECOVERY (1960)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 EU0942'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 EU0942'CONDITION.
 EU0942'
 EU0942'A NEW TO REACH FOLLOWS.
 EU0942'
 EU0942'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND THE
 EU0942'OATMAN-GOLDFIELD ROAD IN TOPOCK, GO NORTH ON THE OATMAN-GOLDFIELD
 EU0942'ROAD FOR 20.5 MILES TO A POINT WHERE THE HIGHWAY CUTS THROUGH
 EU0942'A ROCK DYKE ON THE WESTERN SLOPE OF BOUNDARY CONE, TURN LEFT,
 EU0942'WEST, ON THE SOUTH SIDE OF THE DYKE FOR 0.2 MILE ON A TRACK ROAD,
 EU0942'TURN RIGHT AND GO 100 YARDS TO THE HIGHEST POINT AND THE
 EU0942'STATION.
 EU0942
 EU0942                          STATION RECOVERY (1968)
 EU0942
 EU0942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 EU0942'A. GENERAL LOCATION-THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 EU0942'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 EU0942'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2256 ***********************************************************************
 DV2256  DESIGNATION -  DYKE
 DV2256  PID         -  DV2256
 DV2256  STATE/COUNTY-  AZ/MARICOPA
 DV2256  USGS QUAD   -  GLENDALE (1982)
 DV2256
 DV2256                         *CURRENT SURVEY CONTROL
 DV2256  ___________________________________________________________________
 DV2256* NAD 83(1992)-  33 37 23.29164(N)    112 14 41.51586(W)     ADJUSTED  
 DV2256* NAVD 88     -       364.8    (meters)    1197.     (feet)  VERTCON   
 DV2256  ___________________________________________________________________
 DV2256  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 DV2256  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV2256
 DV2256  HORZ ORDER  -  SECOND
 DV2256
 DV2256.The horizontal coordinates were established by classical geodetic methods
 DV2256.and adjusted by the National Geodetic Survey in August 1993..
 DV2256
 DV2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2256
 DV2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2256
 DV2256.The geoid height was determined by GEOID03.
 DV2256
 DV2256;                    North         East     Units Scale Factor Converg.
 DV2256;SPC AZ C     -   290,905.012   182,909.158   MT  0.99991143   -0 10 54.2
 DV2256;SPC AZ C     -   954,412.77    600,095.66   iFT  0.99991143   -0 10 54.2
 DV2256;UTM  12      - 3,721,066.050   384,530.639   MT  0.99976437   -0 41 21.8
 DV2256
 DV2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2256!SPC AZ C     -   0.99994744  x   0.99991143  =   0.99985887
 DV2256!UTM  12      -   0.99994744  x   0.99976437  =   0.99971182
 DV2256
 DV2256:                Primary Azimuth Mark                     Grid Az
 DV2256:SPC AZ C     -  DYKE AZ MK                               046 18 55.0
 DV2256:UTM  12      -  DYKE AZ MK                               046 49 22.6
 DV2256
 DV2256|---------------------------------------------------------------------|
 DV2256| PID    Reference Object                     Distance      Geod. Az  |
 DV2256|                                                           dddmmss.s |
 DV2256| DV1759 DYKE AZ MK                          APPROX. 0.9 KM 0460800.8 |
 DV2256| DV2261 PEORIA WATER TANK                   APPROX. 1.6 KM 0591830.1 |
 DV2256| CR9779 DYKE RM 1                            12.226 METERS 11952     |
 DV2256| CR9780 DYKE RM 2                            12.200 METERS 29949     |
 DV2256|---------------------------------------------------------------------|
 DV2256
 DV2256                          SUPERSEDED SURVEY CONTROL
 DV2256
 DV2256  NAD 83(1986)-  33 37 23.28573(N)    112 14 41.52196(W) AD(       ) 2
 DV2256  NGVD 29 (11/30/89)  364.2    (m)         1195.     (f) VERT ANG       
 DV2256
 DV2256.Superseded values are not recommended for survey control.
 DV2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2256.See file dsdata.txt to determine how the superseded data were derived.
 DV2256
 DV2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8453121066(NAD 83)
 DV2256_MARKER: DS = TRIANGULATION STATION DISK
 DV2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2256+STABILITY: SURFACE MOTION
 DV2256
 DV2256  HISTORY     - Date     Condition        Report By
 DV2256  HISTORY     - 1982     MONUMENTED       AZDT
 DV2256  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV2256
 DV2256                          STATION DESCRIPTION
 DV2256
 DV2256'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV2256'THE STATION IS LOCATED IN NORTHWEST PHOENIX, 0.4 MILE WEST OF 83RD
 DV2256'AVENUE, 0.8 MILE NORTH OF THUNDERBIRD ROAD ON TOP OF A LARGE EARTH
 DV2256'MOUND ALONG THE WEST SIDE OF NEW RIVER.
 DV2256'
 DV2256'THE STATION MARK IS AN AZDT DISK STAMPED---DYKE 1982---.  IT IS SET IN
 DV2256'TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF THE NORTHEAST 1 OF
 DV2256'SEVERAL FLOOD CONTROLL MOUNDS IN THE AREA.  IT IS 4 FEET NORTHWEST OF
 DV2256'THE WITNESS POST.
 DV2256'
 DV2256'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DYKE RM 1 1982---.  IT IS
 DV2256'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2256'
 DV2256'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DYKE RM 2 1982---.  IT IS
 DV2256'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2256'
 DV2256'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DYKE AZ 1982---.  IT IS SET
 DV2256'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 134 FEET SOUTH OF
 DV2256'MILWALKEE AVENUE, 29 FEET WEST OF THE CENTER LINE OF 83RD AVENUE AND
 DV2256'3.5 FEET SOUTH OF A WITNESS POST AND SIGN.
 DV2256'
 DV2256'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND THUNDERBIRD
 DV2256'ROAD TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG
 DV2256'THUNDERBIRD ROAD FOR 7.0 MILES TO 83RD AVENUE, CONTINUE WEST ALONG
 DV2256'THUNERBIRD ROAD FOR 0.9 MILE TO A TRACK ROAD ON THE RIGHT WHICH IS
 DV2256'JUST PAST A BRIDGE OVER NEW RIVER.  TURN RIGHT AND TRAVEL NORTH 0.4
 DV2256'MILE TO A GROUP OF TREES, CONTINUE NORTHEAST ON MAIN ROAD FOR 0.85
 DV2256'MILE TO THE TOP OF THE 4TH LARGE EARTH MOUND AND THE STATION.
 DV2256'
 DV2256'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF 83RD AVENUE AND
 DV2256'THUNDERBIRD ROAD, TRAVEL NORTH ALONG 83RD AVENUE FOR 1.6 MILES TO THE
 DV2256'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 DV2256
 DV2256                          STATION RECOVERY (2002)
 DV2256
 DV2256'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1250 ***********************************************************************
 DB1250  DESIGNATION -  DYKE 2
 DB1250  PID         -  DB1250
 DB1250  STATE/COUNTY-  AZ/YUMA
 DB1250  USGS QUAD   -  WELLTON (1982)
 DB1250
 DB1250                         *CURRENT SURVEY CONTROL
 DB1250  ___________________________________________________________________
 DB1250* NAD 83(1992)-  32 39 23.34618(N)    114 08 57.62415(W)     ADJUSTED  
 DB1250* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 DB1250  ___________________________________________________________________
 DB1250  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DB1250  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB1250
 DB1250  HORZ ORDER  -  SECOND
 DB1250
 DB1250.The horizontal coordinates were established by classical geodetic methods
 DB1250.and adjusted by the National Geodetic Survey in August 1993..
 DB1250
 DB1250.The orthometric height was scaled from a topographic map.
 DB1250
 DB1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1250
 DB1250.The geoid height was determined by GEOID03.
 DB1250
 DB1250;                    North         East     Units Scale Factor Converg.
 DB1250;SPC AZ W     -   183,735.628   175,898.813   MT  0.99995063   -0 12 55.8
 DB1250;SPC AZ W     -   602,807.18    577,095.84   iFT  0.99995063   -0 12 55.8
 DB1250;UTM  11      - 3,616,796.744   767,370.335   MT  1.00048159   +1 32 20.9
 DB1250
 DB1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1250!SPC AZ W     -   0.99999131  x   0.99995063  =   0.99994194
 DB1250!UTM  11      -   0.99999131  x   1.00048159  =   1.00047289
 DB1250
 DB1250|---------------------------------------------------------------------|
 DB1250| PID    Reference Object                     Distance      Geod. Az  |
 DB1250|                                                           dddmmss.s |
 DB1250| DB1252 DYKE                                120.570 METERS 17551     |
 DB1250| DB0150 WELT                                APPROX. 1.8 KM 3555117.5 |
 DB1250|---------------------------------------------------------------------|
 DB1250
 DB1250                          SUPERSEDED SURVEY CONTROL
 DB1250
 DB1250  NAD 83(1986)-  32 39 23.34609(N)    114 08 57.63228(W) AD(       ) 2
 DB1250  NAD 27      -  32 39 23.17383(N)    114 08 54.85945(W) AD(       ) 2
 DB1250
 DB1250.Superseded values are not recommended for survey control.
 DB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1250.See file dsdata.txt to determine how the superseded data were derived.
 DB1250
 DB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6737016797(NAD 83)
 DB1250_MARKER: DE = TRAVERSE STATION DISK
 DB1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1250+STABILITY: SURFACE MOTION
 DB1250
 DB1250  HISTORY     - Date     Condition        Report By
 DB1250  HISTORY     - 1966     MONUMENTED       AZHD
 DB1250  HISTORY     - 1981     GOOD             NGS
 DB1250
 DB1250                          STATION DESCRIPTION
 DB1250
 DB1250'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB1250'THE STATION IS 0.8 MILE SOUTH OF THE WELLTON POST OFFICE,
 DB1250'ALONG THE NORTH SIDE OF THE WELLTON CANAL.
 DB1250'
 DB1250'TO REACH THE STATION FROM THE RAILROAD STATION AT WELLTON,
 DB1250'PROCEED SOUTH ACROSS THE TRACKS FOR 100 YARDS, TURN RIGHT,
 DB1250'WEST, FOLLOWING THE COUNTY ROAD FOR 0.5 MILE, TURN LEFT,
 DB1250'SOUTH, FOR 0.65 MILES TO A BRIDGE CROSSING THE WELLTON CANAL,
 DB1250'TURN RIGHT, WEST, BEFORE CROSSING THE CANAL ALONG THE NORTH
 DB1250'SIDE OF EARTH EMBANKMENT FOR 0.5 MILE, THEN TURN RIGHT, NORTH,
 DB1250'300 FEET TO STATION LOCATED ON SMALL ROUND GRAVEL RISE.
 DB1250'
 DB1250'THE MARK IS A STANDARD TRAVERSE DISK STAMPED DYKE 2 1966
 DB1250'SET IN A 10-INCH CIRCULAR CONCRETE MONUMENT PROJECTING 3 INCHES.
 DB1250'IT IS 5 FEET SOUTH OF A METAL WITNESS POST.
 DB1250'
 DB1250'NO AZIMUTH MARK OR REFERENCE MARKS WERE SET.
 DB1250
 DB1250                          STATION RECOVERY (1981)
 DB1250
 DB1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1250'THE STATION WAS RECOVERED AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1759 ***********************************************************************
 DV1759  DESIGNATION -  DYKE AZ MK
 DV1759  PID         -  DV1759
 DV1759  STATE/COUNTY-  AZ/MARICOPA
 DV1759  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1759
 DV1759                         *CURRENT SURVEY CONTROL
 DV1759  ___________________________________________________________________
 DV1759* NAD 83(1992)-  33 37 44.59915(N)    112 14 15.01527(W)     ADJUSTED  
 DV1759* NAVD 88     -       362.109  (meters)    1188.02   (feet)  ADJUSTED  
 DV1759  ___________________________________________________________________
 DV1759  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV1759  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV1759  DYNAMIC HT  -         361.692 (meters)    1186.65  (feet)  COMP
 DV1759  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV1759
 DV1759  HORZ ORDER  -  SECOND
 DV1759  VERT ORDER  -  SECOND    CLASS I
 DV1759
 DV1759.The horizontal coordinates were established by classical geodetic methods
 DV1759.and adjusted by the National Geodetic Survey in August 1993..
 DV1759.No horizontal observational check was made to the station.
 DV1759
 DV1759.The orthometric height was determined by differential leveling
 DV1759.and adjusted by the National Geodetic Survey in November 1993..
 DV1759
 DV1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1759
 DV1759.The geoid height was determined by GEOID03.
 DV1759
 DV1759.The dynamic height is computed by dividing the NAVD 88
 DV1759.geopotential number by the normal gravity value computed on the
 DV1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1759.degrees latitude (g = 980.6199 gals.).
 DV1759
 DV1759.The modeled gravity was interpolated from observed gravity values.
 DV1759
 DV1759;                    North         East     Units Scale Factor Converg.
 DV1759;SPC AZ C     -   291,559.291   183,594.188   MT  0.99991092   -0 10 39.7
 DV1759;SPC AZ C     -   956,559.35    602,343.14   iFT  0.99991092   -0 10 39.7
 DV1759;UTM  12      - 3,721,714.137   385,221.337   MT  0.99976241   -0 41 07.5
 DV1759
 DV1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1759!SPC AZ C     -   0.99994785  x   0.99991092  =   0.99985877
 DV1759!UTM  12      -   0.99994785  x   0.99976241  =   0.99971027
 DV1759
 DV1759                          SUPERSEDED SURVEY CONTROL
 DV1759
 DV1759  NAD 83(1986)-  33 37 44.59332(N)    112 14 15.02146(W) AD(       ) 2
 DV1759  NGVD 29 (11/30/89)  361.5    (m)         1186.     (f) LEVELING    3  
 DV1759
 DV1759.Superseded values are not recommended for survey control.
 DV1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1759.See file dsdata.txt to determine how the superseded data were derived.
 DV1759
 DV1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8522121714(NAD 83)
 DV1759_MARKER: DZ = AZIMUTH MARK DISK
 DV1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1759_SP_SET: CONCRETE POST
 DV1759_STAMPING: DYKE AZIMUTH 1982
 DV1759_MARK LOGO: AZDT  
 DV1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1759+STABILITY: SURFACE MOTION
 DV1759
 DV1759  HISTORY     - Date     Condition        Report By
 DV1759  HISTORY     - 1982     MONUMENTED       AZDT
 DV1759  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1759  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DV1759
 DV1759                          STATION DESCRIPTION
 DV1759
 DV1759'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1759'5.30 KM (3.3 MI) NORTH FROM PEORIA.
 DV1759'5.30 KM (3.3 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1759'AVENUE IN PEORIA, THE MARK IS ON THE LEFT, 29.6 FT (9.02 METERS) WEST
 DV1759'OF 83RD AVENUE CENTERLINE, 49.2 FT (15.0 METERS) WEST OF A BARBED WIRE
 DV1759'FENCE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST FLUSH WITH
 DV1759'THE GROUND.
 DV1759
 DV1759                          STATION RECOVERY (2002)
 DV1759
 DV1759'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1759'MARK NOT FOUND.
 DV1759
 DV1759                          STATION RECOVERY (2006)
 DV1759
 DV1759'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1759'THE AREA IS NOW A SHOPPING COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1863 ***********************************************************************
 DV1863  DESIGNATION -  DYNA
 DV1863  PID         -  DV1863
 DV1863  STATE/COUNTY-  AZ/MARICOPA
 DV1863  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1863
 DV1863                         *CURRENT SURVEY CONTROL
 DV1863  ___________________________________________________________________
 DV1863* NAD 83(1992)-  33 44 24.86889(N)    112 09 31.05407(W)     ADJUSTED  
 DV1863* NAVD 88     -       541.4    (meters)    1776.     (feet)  VERTCON   
 DV1863  ___________________________________________________________________
 DV1863  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DV1863  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DV1863
 DV1863  HORZ ORDER  -  SECOND
 DV1863
 DV1863.The horizontal coordinates were established by classical geodetic methods
 DV1863.and adjusted by the National Geodetic Survey in August 1993..
 DV1863
 DV1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1863
 DV1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1863
 DV1863.The geoid height was determined by GEOID03.
 DV1863
 DV1863;                    North         East     Units Scale Factor Converg.
 DV1863;SPC AZ C     -   303,870.584   190,941.032   MT  0.99990619   -0 08 03.8
 DV1863;SPC AZ C     -   996,950.73    626,446.96   iFT  0.99990619   -0 08 03.8
 DV1863;UTM  12      - 3,733,957.833   392,675.981   MT  0.99974200   -0 38 36.9
 DV1863
 DV1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1863!SPC AZ C     -   0.99991964  x   0.99990619  =   0.99982583
 DV1863!UTM  12      -   0.99991964  x   0.99974200  =   0.99966166
 DV1863
 DV1863|---------------------------------------------------------------------|
 DV1863| PID    Reference Object                     Distance      Geod. Az  |
 DV1863|                                                           dddmmss.s |
 DV1863| CR7744 DYNA RM 2                            14.401 METERS 10141     |
 DV1863| DV1864 DYNA AZ MK                          APPROX. 0.5 KM 3302013.3 |
 DV1863| CR7743 DYNA RM 1                             9.987 METERS 35957     |
 DV1863|---------------------------------------------------------------------|
 DV1863
 DV1863                          SUPERSEDED SURVEY CONTROL
 DV1863
 DV1863  NAD 83(1986)-  33 44 24.86346(N)    112 09 31.05857(W) AD(       ) 2
 DV1863  NGVD 29 (07/20/87)  540.8    (m)         1774.     (f) VERT ANG       
 DV1863
 DV1863.Superseded values are not recommended for survey control.
 DV1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1863.See file dsdata.txt to determine how the superseded data were derived.
 DV1863
 DV1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9267633958(NAD 83)
 DV1863_MARKER: DS = TRIANGULATION STATION DISK
 DV1863_SETTING: 80 = SET IN A BOULDER
 DV1863_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1863+STABILITY: SURFACE MOTION
 DV1863
 DV1863  HISTORY     - Date     Condition        Report By
 DV1863  HISTORY     - 1986     MONUMENTED       AZDT
 DV1863
 DV1863                          STATION DESCRIPTION
 DV1863
 DV1863'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1863'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF THE DEER VALLEY
 DV1863'AIRPORT AND 1.5 MILES WEST OF INTERSTATE HIGHWAY 17.
 DV1863'
 DV1863'THE STATION MARK IS AN AZDT DISK STAMPED---DYNA 1986---.  IT IS SET IN
 DV1863'A DRILL HOLE IN A LARGE BOULDER ON TOP OF THE HILL.
 DV1863'
 DV1863'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DYNA RM 1 1986---.  IT IS
 DV1863'SET IN TOP OF A LARGE BOULDER.
 DV1863'
 DV1863'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DYNA RM 2 1986---.  IT IS
 DV1863'SET IN TOP OF A LARGE BOULDER.
 DV1863'
 DV1863'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DYNA AZ 1986---.  IT IS
 DV1863'SET IN TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF A HILL.
 DV1863'
 DV1863'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND HAPPY VALLEY ROAD
 DV1863'A FEW MILES NORTH OF PHOENIX TRAVEL WEST ALONG HAPPY VALLEY ROAD FOR
 DV1863'3.0 MILES TO 51 AVENUE.  TURN RIGHT AND TRAVEL NORTH ALONG 51 AVENUE
 DV1863'FOR 1.6 MILES TO THE CAP CANEL, CONTINUE NORTH FOR 0.4 MILE TO A
 DV1863'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE NORTH ALONG 51ST
 DV1863'AVENUE FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND TRAVEL EAST
 DV1863'0.6 MILE TO THE END OF TRUCK TRAVEL BETWEEN 2 HILLS.  THE AZIMUTH MARK
 DV1863'IS ON TOP OF THE HILL ON THE LEFT AND THE STATION IS ON TOP OF THE
 DV1863'HILL ON THE RIGHT OR SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2231 ***********************************************************************
 DV2231  DESIGNATION -  DYSART
 DV2231  PID         -  DV2231
 DV2231  STATE/COUNTY-  AZ/MARICOPA
 DV2231  USGS QUAD   -  TOLLESON (1982)
 DV2231
 DV2231                         *CURRENT SURVEY CONTROL
 DV2231  ___________________________________________________________________
 DV2231* NAD 83(1992)-  33 27 28.18528(N)    112 20 29.09795(W)     ADJUSTED  
 DV2231* NAVD 88     -       308.9    (meters)    1013.     (feet)  VERTCON   
 DV2231  ___________________________________________________________________
 DV2231  X           -  -2,024,880.315 (meters)                     COMP
 DV2231  Y           -  -4,927,020.889 (meters)                     COMP
 DV2231  Z           -   3,496,586.725 (meters)                     COMP
 DV2231  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DV2231  ELLIP HEIGHT-         278.80  (meters)          (06/11/02) GPS OBS
 DV2231  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2231
 DV2231  HORZ ORDER  -  FIRST
 DV2231  ELLP ORDER  -  FOURTH    CLASS II
 DV2231
 DV2231.The horizontal coordinates were established by GPS observations
 DV2231.and adjusted by the National Geodetic Survey in August 1993..
 DV2231
 DV2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2231
 DV2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2231
 DV2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2231
 DV2231.The ellipsoidal height was determined by GPS observations
 DV2231.and is referenced to NAD 83.
 DV2231
 DV2231.The geoid height was determined by GEOID03.
 DV2231
 DV2231;                    North         East     Units Scale Factor Converg.
 DV2231;SPC AZ C     -   272,604.326   173,875.881   MT  0.99991921   -0 14 03.0
 DV2231;SPC AZ C     -   894,371.15    570,458.93   iFT  0.99991921   -0 14 03.0
 DV2231;UTM  12      - 3,702,848.446   375,337.179   MT  0.99979160   -0 44 22.7
 DV2231
 DV2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2231!SPC AZ C     -   0.99995623  x   0.99991921  =   0.99987545
 DV2231!UTM  12      -   0.99995623  x   0.99979160  =   0.99974784
 DV2231
 DV2231                          SUPERSEDED SURVEY CONTROL
 DV2231
 DV2231  ELLIP H (08/23/93)  278.94   (m)                       GP(       ) 4 2
 DV2231  NAD 83(1986)-  33 27 28.17953(N)    112 20 29.10404(W) AD(       ) 1
 DV2231  NGVD 29 (09/11/89)  308.3    (m)         1011.     (f) GPS OBS        
 DV2231
 DV2231.Superseded values are not recommended for survey control.
 DV2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2231.See file dsdata.txt to determine how the superseded data were derived.
 DV2231
 DV2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7533702848(NAD 83)
 DV2231_MARKER: DD = SURVEY DISK
 DV2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2231+STABILITY: SURFACE MOTION
 DV2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2231+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2231
 DV2231  HISTORY     - Date     Condition        Report By
 DV2231  HISTORY     - 1986     MONUMENTED       AZDT
 DV2231
 DV2231                          STATION DESCRIPTION
 DV2231
 DV2231'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2231'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH-NORTHEAST OF
 DV2231'GOODYEAR, ARIZONA.
 DV2231'
 DV2231'TO REACH THE STATION FROM THE INTERSECTION OF LITCHFIELD ROAD
 DV2231'AND YUMA ROAD IN GOODYEAR, ARIZONA, GO NORTH ON LITCHFIELD ROAD
 DV2231'FOR 2.43 KM (1.5 MI) TO THE INTERSECTION OF LITCHFIELD ROAD AND
 DV2231'INTERSTATE HWY. 10, TURN EAST ON INTERSTATE HWY. 10 FOR 1.62 KM
 DV2231'(1.0 MI) TO THE INTERSECTION OF INTERSTATE HWY. 10 AND DYSART ROAD
 DV2231'AND TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 DV2231'
 DV2231'THE STATION IS A STANDARD A.G.S. DISK
 DV2231'STAMPED---DYSART 1986---,
 DV2231'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2231'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2231'2.68 METERS (8.8 FT) EAST FROM A CHAIN LINK FENCE,
 DV2231'1.68 METERS (5.5 FT) WEST-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2231'11.28 METERS (37.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 DV2231'THE EASTBOUND OVERPASS CONCRETE WALL,
 DV2231'11.28 METERS (37.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DV2231'THE WESTBOUND OVERPASS CONCRETE WALL,
 DV2231'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2231'STAMPED---DYSART 1986---,
 DV2231'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0271 ***********************************************************************
 DU0271  DESIGNATION -  E 101
 DU0271  PID         -  DU0271
 DU0271  STATE/COUNTY-  AZ/GILA
 DU0271  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0271
 DU0271                         *CURRENT SURVEY CONTROL
 DU0271  ___________________________________________________________________
 DU0271* NAD 83(1986)-  33 29 40.     (N)    110 42 53.     (W)     SCALED    
 DU0271* NAVD 88     -      1389.317  (meters)    4558.12   (feet)  ADJUSTED  
 DU0271  ___________________________________________________________________
 DU0271  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU0271  DYNAMIC HT  -        1387.370 (meters)    4551.73  (feet)  COMP
 DU0271  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 DU0271
 DU0271  VERT ORDER  -  SECOND    CLASS 0
 DU0271
 DU0271.The horizontal coordinates were scaled from a topographic map and have
 DU0271.an estimated accuracy of +/- 6 seconds.
 DU0271
 DU0271.The orthometric height was determined by differential leveling
 DU0271.and adjusted by the National Geodetic Survey in June 1991..
 DU0271
 DU0271.The geoid height was determined by GEOID03.
 DU0271
 DU0271.The dynamic height is computed by dividing the NAVD 88
 DU0271.geopotential number by the normal gravity value computed on the
 DU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0271.degrees latitude (g = 980.6199 gals.).
 DU0271
 DU0271.The modeled gravity was interpolated from observed gravity values.
 DU0271
 DU0271;                    North         East    Units  Estimated Accuracy
 DU0271;SPC AZ E     -   276,720.      162,440.      MT  (+/- 180 meters Scaled)
 DU0271
 DU0271                          SUPERSEDED SURVEY CONTROL
 DU0271
 DU0271  NGVD 29 (??/??/92) 1388.633  (m)         4555.87   (f) ADJ UNCH    2 0
 DU0271
 DU0271.Superseded values are not recommended for survey control.
 DU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0271.See file dsdata.txt to determine how the superseded data were derived.
 DU0271
 DU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC265061(NAD 83)
 DU0271_MARKER: DD = SURVEY DISK
 DU0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0271_STAMPING: E-101 1935
 DU0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0271+STABILITY: SURFACE MOTION
 DU0271
 DU0271  HISTORY     - Date     Condition        Report By
 DU0271  HISTORY     - 1935     MONUMENTED       USFS
 DU0271  HISTORY     - 1935     GOOD             NGS
 DU0271  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0271  HISTORY     - 20040302 MARK NOT FOUND   AZ-007
 DU0271
 DU0271                          STATION DESCRIPTION
 DU0271
 DU0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0271'9.9 MI NE FROM GLOBE.
 DU0271'9.9 MI. N.E. OF, ALONG U.S. HWY., NO. 60.  ON A LOW BANK, 120 FT.
 DU0271'SOUTH OF HIGHWAY R.O.W. MARKER NO. 466+08 AND 30 FT. WEST OF THE
 DU0271'CENTER LINE OF THE HIGHWAY.
 DU0271
 DU0271                          STATION RECOVERY (1979)
 DU0271
 DU0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0271'NOTE=THE HIGHWAY HAS BEEN WIDENED AND REALIGNED.
 DU0271
 DU0271                          STATION RECOVERY (2004)
 DU0271
 DU0271'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0356 ***********************************************************************
 DU0356  DESIGNATION -  E 102
 DU0356  PID         -  DU0356
 DU0356  STATE/COUNTY-  AZ/GILA
 DU0356  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0356
 DU0356                         *CURRENT SURVEY CONTROL
 DU0356  ___________________________________________________________________
 DU0356* NAD 83(1986)-  33 47 59.     (N)    110 35 31.     (W)     SCALED    
 DU0356* NAVD 88     -      1438.584  (meters)    4719.75   (feet)  ADJUSTED  
 DU0356  ___________________________________________________________________
 DU0356  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DU0356  DYNAMIC HT  -        1436.578 (meters)    4713.17  (feet)  COMP
 DU0356  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 DU0356
 DU0356  VERT ORDER  -  SECOND    CLASS 0
 DU0356
 DU0356.The horizontal coordinates were scaled from a topographic map and have
 DU0356.an estimated accuracy of +/- 6 seconds.
 DU0356
 DU0356.The orthometric height was determined by differential leveling
 DU0356.and adjusted by the National Geodetic Survey in June 1991..
 DU0356
 DU0356.The geoid height was determined by GEOID03.
 DU0356
 DU0356.The dynamic height is computed by dividing the NAVD 88
 DU0356.geopotential number by the normal gravity value computed on the
 DU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0356.degrees latitude (g = 980.6199 gals.).
 DU0356
 DU0356.The modeled gravity was interpolated from observed gravity values.
 DU0356
 DU0356;                    North         East    Units  Estimated Accuracy
 DU0356;SPC AZ E     -   310,520.      173,980.      MT  (+/- 180 meters Scaled)
 DU0356
 DU0356                          SUPERSEDED SURVEY CONTROL
 DU0356
 DU0356  NGVD 29 (??/??/92) 1437.912  (m)         4717.55   (f) ADJ UNCH    2 0
 DU0356
 DU0356.Superseded values are not recommended for survey control.
 DU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0356.See file dsdata.txt to determine how the superseded data were derived.
 DU0356
 DU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC377400(NAD 83)
 DU0356_MARKER: DD = SURVEY DISK
 DU0356_SETTING: 80 = SET IN A BOULDER
 DU0356_SP_SET: BOULDER
 DU0356_STAMPING: E-102 1935
 DU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0356+STABILITY: SURFACE MOTION
 DU0356
 DU0356  HISTORY     - Date     Condition        Report By
 DU0356  HISTORY     - 1935     MONUMENTED       USFS
 DU0356  HISTORY     - 1935     GOOD             NGS
 DU0356
 DU0356                          STATION DESCRIPTION
 DU0356
 DU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0356'41.6 MI NE FROM GLOBE.
 DU0356'33.5 MI. N.E. OF ALONG U.S. HWY NO. 60, THENCE 8.1 MI. N.W. ON ROAD TO
 DU0356'REGAL MINE.  THE ROAD IS DESCENDING A LONG HILL HERE, SET IN A LARGE
 DU0356'GRANITE BOULDER ON A BENCH, 60 FT. NORTHEAST OF THE CENTER LINE OF THE
 DU0356'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0484 ***********************************************************************
 ET0484  DESIGNATION -  E 103
 ET0484  PID         -  ET0484
 ET0484  STATE/COUNTY-  AZ/YAVAPAI
 ET0484  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0484
 ET0484                         *CURRENT SURVEY CONTROL
 ET0484  ___________________________________________________________________
 ET0484* NAD 83(1986)-  34 50 26.     (N)    112 51 22.     (W)     SCALED    
 ET0484* NAVD 88     -      1669.211  (meters)    5476.40   (feet)  POSTED    
 ET0484  ___________________________________________________________________
 ET0484  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 ET0484  DYNAMIC HT  -        1666.960 (meters)    5469.02  (feet)  COMP
 ET0484  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 ET0484
 ET0484  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0484
 ET0484.The horizontal coordinates were scaled from a topographic map and have
 ET0484.an estimated accuracy of +/- 6 seconds.
 ET0484
 ET0484.The orthometric height was determined by differential leveling
 ET0484.and adjusted by the National Geodetic Survey in November 2005..
 ET0484.No vertical observational check was made to the station.
 ET0484.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0484.was located on a no-check spur therefore a value was not computed.
 ET0484
 ET0484.The geoid height was determined by GEOID03.
 ET0484
 ET0484.The dynamic height is computed by dividing the NAVD 88
 ET0484.geopotential number by the normal gravity value computed on the
 ET0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0484.degrees latitude (g = 980.6199 gals.).
 ET0484
 ET0484.The modeled gravity was interpolated from observed gravity values.
 ET0484
 ET0484;                    North         East    Units  Estimated Accuracy
 ET0484;SPC AZ C     -   426,290.      127,440.      MT  (+/- 180 meters Scaled)
 ET0484
 ET0484                          SUPERSEDED SURVEY CONTROL
 ET0484
 ET0484  NGVD 29 (??/??/92) 1668.284  (m)         5473.36   (f) ADJ UNCH    2 0
 ET0484
 ET0484.Superseded values are not recommended for survey control.
 ET0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0484.See file dsdata.txt to determine how the superseded data were derived.
 ET0484
 ET0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD302569(NAD 83)
 ET0484_MARKER: DD = SURVEY DISK
 ET0484_SETTING: 66 = SET IN ROCK OUTCROP
 ET0484_SP_SET: GRANITE LEDGE
 ET0484_STAMPING: E 103 1935
 ET0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0484+STABILITY: POSITION/ELEVATION WELL
 ET0484
 ET0484  HISTORY     - Date     Condition        Report By
 ET0484  HISTORY     - 1935     MONUMENTED       USFS
 ET0484  HISTORY     - 1935     GOOD             NGS
 ET0484
 ET0484                          STATION DESCRIPTION
 ET0484
 ET0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0484'7.4 MI SE FROM WALNUT CREEK R S.
 ET0484'7.4 MI. S.E. ALONG ROADS TO SIMMONS AND SKULL VALLEY. 3.6 MI. N. OF
 ET0484'THE JUNCTION OF ROADS AT CAMP WOOD, THE SAN FRANCISCO PEAKS ARE
 ET0484'VISIBLE AT THIS POINT TO THE N.E. AT THE TOP OF A RIDGE OVER WHICH
 ET0484'ROAD TRAVELS, AND 36 FT. N.W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0494 ***********************************************************************
 DU0494  DESIGNATION -  E 107
 DU0494  PID         -  DU0494
 DU0494  STATE/COUNTY-  AZ/PINAL
 DU0494  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0494
 DU0494                         *CURRENT SURVEY CONTROL
 DU0494  ___________________________________________________________________
 DU0494* NAD 83(1986)-  33 21 11.     (N)    111 27 40.     (W)     SCALED    
 DU0494* NAVD 88     -       545.20   (+/-2cm)    1788.7    (feet)  VERTCON   
 DU0494  ___________________________________________________________________
 DU0494  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU0494
 DU0494  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU0494
 DU0494.The horizontal coordinates were scaled from a topographic map and have
 DU0494.an estimated accuracy of +/- 6 seconds.
 DU0494
 DU0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0494.The vertical order pertains to the NGVD 29 superseded value.
 DU0494
 DU0494.The geoid height was determined by GEOID03.
 DU0494
 DU0494;                    North         East    Units  Estimated Accuracy
 DU0494;SPC AZ C     -   261,000.      255,760.      MT  (+/- 180 meters Scaled)
 DU0494
 DU0494                          SUPERSEDED SURVEY CONTROL
 DU0494
 DU0494  NGVD 29 (??/??/92)  544.645  (m)         1786.89   (f) ADJ UNCH    1 1
 DU0494
 DU0494.Superseded values are not recommended for survey control.
 DU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0494.See file dsdata.txt to determine how the superseded data were derived.
 DU0494
 DU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB570905(NAD 83)
 DU0494_MARKER: DB = BENCH MARK DISK
 DU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0494_STAMPING: E 107 1935
 DU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0494+STABILITY: SURFACE MOTION
 DU0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0494+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0494
 DU0494  HISTORY     - Date     Condition        Report By
 DU0494  HISTORY     - 1935     MONUMENTED       CGS
 DU0494  HISTORY     - 1975     GOOD             NGS
 DU0494  HISTORY     - 1975     GOOD             NGS
 DU0494  HISTORY     - 1975     GOOD             DOD
 DU0494  HISTORY     - 20040321 GOOD             USPSQD
 DU0494
 DU0494                          STATION DESCRIPTION
 DU0494
 DU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0494'6.7 MI SE FROM APACHE JUNCTION.
 DU0494'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, 0.1
 DU0494'MILE WEST OF THE TOP OF A GRADE, 100 FEET WEST OF THE END OF A CUT, 35
 DU0494'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF A
 DU0494'GIANT CACTUS WITH THREE BRANCHES, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 DU0494'THE HIGHWAY.  A STANDARD DISK, STAMPED E 107 1935 AND SET IN THE TOP
 DU0494'OF A CONCRETE POST.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0494'RECOVERED IN GOOD CONDITION.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0494'6.7 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE JUNCTION
 DU0494'WITH ARIZONA 88 AT APACHE JUNCTION, 0.1 MILE WEST OF THE TOP OF A
 DU0494'GRADE, 100 FEET WEST OF THE END OF A CUT, 35 FEET SOUTH OF THE
 DU0494'CENTERLINE OF THE EASTBOUND LANE ABOUT 5 FEET ABOVE THE LEVEL OF THE
 DU0494'HIGHWAY.  A STANDARD DISK STAMPED E 107 1935 SET IN THE TOP OF A
 DU0494'CONCRETE POST.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DU0494'RECOVERED IN GOOD CONDITION.
 DU0494
 DU0494                          STATION RECOVERY (2004)
 DU0494
 DU0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0494'FOUND IN COOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0258 ***********************************************************************
 DU0258  DESIGNATION -  E 108
 DU0258  PID         -  DU0258
 DU0258  STATE/COUNTY-  AZ/GILA
 DU0258  USGS QUAD   -  PINAL RANCH (1979)
 DU0258
 DU0258                         *CURRENT SURVEY CONTROL
 DU0258  ___________________________________________________________________
 DU0258* NAD 83(1986)-  33 22 08.     (N)    110 56 05.     (W)     SCALED    
 DU0258* NAVD 88     -      1281.20   (+/-2cm)    4203.4    (feet)  VERTCON   
 DU0258  ___________________________________________________________________
 DU0258  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DU0258
 DU0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0258
 DU0258.The horizontal coordinates were scaled from a topographic map and have
 DU0258.an estimated accuracy of +/- 6 seconds.
 DU0258
 DU0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0258.The vertical order pertains to the NGVD 29 superseded value.
 DU0258
 DU0258.The geoid height was determined by GEOID03.
 DU0258
 DU0258;                    North         East    Units  Estimated Accuracy
 DU0258;SPC AZ E     -   262,920.      141,890.      MT  (+/- 180 meters Scaled)
 DU0258
 DU0258                          SUPERSEDED SURVEY CONTROL
 DU0258
 DU0258  NGVD 29 (??/??/92) 1280.485  (m)         4201.06   (f) ADJ UNCH    2 0
 DU0258
 DU0258.Superseded values are not recommended for survey control.
 DU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0258.See file dsdata.txt to determine how the superseded data were derived.
 DU0258
 DU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB060921(NAD 83)
 DU0258_MARKER: DB = BENCH MARK DISK
 DU0258_SETTING: 66 = SET IN ROCK OUTCROP
 DU0258_SP_SET: ROCK OUTCROP
 DU0258_STAMPING: E-108 1935
 DU0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0258+STABILITY: POSITION/ELEVATION WELL
 DU0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0258+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DU0258
 DU0258  HISTORY     - Date     Condition        Report By
 DU0258  HISTORY     - 1935     MONUMENTED       CGS
 DU0258  HISTORY     - 20060115 GOOD             USPSQD
 DU0258
 DU0258                          STATION DESCRIPTION
 DU0258
 DU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0258'4.9 MI W FROM MIAMI.
 DU0258'4.9 MI W ALONG U.S. HWY NO. 60.  ABOUT 300 FEET E OF A STEEL
 DU0258'TRANSMISSION TOWER, 85 FEET W OF A PIPE TELEPHONE POLE, 29 FT N OF THE
 DU0258'NORTHERLY CORNER OF A CONCRETE CULVERT AT HIGHWAY STATION NO. 403-24,
 DU0258'AND 35 FEET N OF THE CENTERLINE OF THE ROAD.
 DU0258
 DU0258                          STATION RECOVERY (2006)
 DU0258
 DU0258'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0258'RECOVERED AS DESCRIBED. LOCATION IS GPS 33.22.10.1 N 110.56.05.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0383 ***********************************************************************
 DA0383  DESIGNATION -  E 109
 DA0383  PID         -  DA0383
 DA0383  STATE/COUNTY-  AZ/PIMA
 DA0383  USGS QUAD   -  AJO SOUTH (1990)
 DA0383
 DA0383                         *CURRENT SURVEY CONTROL
 DA0383  ___________________________________________________________________
 DA0383* NAD 83(1986)-  32 15 17.     (N)    112 52 30.     (W)     SCALED    
 DA0383* NAVD 88     -       494.02   (+/-2cm)    1620.8    (feet)  VERTCON   
 DA0383  ___________________________________________________________________
 DA0383  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0383
 DA0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0383
 DA0383.The horizontal coordinates were scaled from a topographic map and have
 DA0383.an estimated accuracy of +/- 6 seconds.
 DA0383
 DA0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0383.The vertical order pertains to the NGVD 29 superseded value.
 DA0383
 DA0383.The geoid height was determined by GEOID03.
 DA0383
 DA0383;                    North         East    Units  Estimated Accuracy
 DA0383;SPC AZ C     -   139,510.      123,060.      MT  (+/- 180 meters Scaled)
 DA0383
 DA0383                          SUPERSEDED SURVEY CONTROL
 DA0383
 DA0383  NGVD 29 (??/??/92)  493.316  (m)         1618.49   (f) ADJ UNCH    2 0
 DA0383
 DA0383.Superseded values are not recommended for survey control.
 DA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0383.See file dsdata.txt to determine how the superseded data were derived.
 DA0383
 DA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233702(NAD 83)
 DA0383_MARKER: DB = BENCH MARK DISK
 DA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0383_STAMPING: E 109 1935
 DA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0383+STABILITY: SURFACE MOTION
 DA0383
 DA0383  HISTORY     - Date     Condition        Report By
 DA0383  HISTORY     - 1935     MONUMENTED       CGS
 DA0383  HISTORY     - 1952     GOOD             NGS
 DA0383
 DA0383                          STATION DESCRIPTION
 DA0383
 DA0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0383'10.7 MI S FROM AJO.
 DA0383'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0383'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0383'HIGHWAY 86 TO THE JUNCTION OF DARBY WELL ROAD, THENCE 8.4 MILES
 DA0383'SOUTHWEST AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, TO BM
 DA0383'M 307, THENCE 0.25 MILE WEST CROSS COUNTRY, 90 FEET EAST OF THE CENTER
 DA0383'OF THE OLD ROAD AND CENTER OF A WASH, 31 1/2 FEET NORTHWEST OF THE
 DA0383'CENTER LINE OF THE OLD ROAD, 1.9 FEET NORTH OF THE WITNESS POST, AND
 DA0383'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0383'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0022 ***********************************************************************
 EU0022  DESIGNATION -  E 11
 EU0022  PID         -  EU0022
 EU0022  STATE/COUNTY-  AZ/MOHAVE
 EU0022  USGS QUAD   -  YUCCA SE (1970)
 EU0022
 EU0022                         *CURRENT SURVEY CONTROL
 EU0022  ___________________________________________________________________
 EU0022* NAD 83(1986)-  34 48 02.     (N)    114 01 56.     (W)     SCALED    
 EU0022* NAVD 88     -       762.60   (+/-2cm)    2502.0    (feet)  VERTCON   
 EU0022  ___________________________________________________________________
 EU0022  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EU0022
 EU0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0022
 EU0022.The horizontal coordinates were scaled from a topographic map and have
 EU0022.an estimated accuracy of +/- 6 seconds.
 EU0022
 EU0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0022.The vertical order pertains to the NGVD 29 superseded value.
 EU0022
 EU0022.The geoid height was determined by GEOID03.
 EU0022
 EU0022;                    North         East    Units  Estimated Accuracy
 EU0022;SPC AZ W     -   421,500.      187,540.      MT  (+/- 180 meters Scaled)
 EU0022
 EU0022                          SUPERSEDED SURVEY CONTROL
 EU0022
 EU0022  NGVD 29 (??/??/??)  761.846  (m)         2499.49   (f) ADJUSTED    1 2
 EU0022
 EU0022.Superseded values are not recommended for survey control.
 EU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0022.See file dsdata.txt to determine how the superseded data were derived.
 EU0022
 EU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU715549(NAD 83)
 EU0022_MARKER: DB = BENCH MARK DISK
 EU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0022_STAMPING: 2499.490 E 11 1927
 EU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0022+STABILITY: SURFACE MOTION
 EU0022
 EU0022  HISTORY     - Date     Condition        Report By
 EU0022  HISTORY     - 1927     MONUMENTED       CGS
 EU0022  HISTORY     - 1955     GOOD             NGS
 EU0022  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0022
 EU0022                          STATION DESCRIPTION
 EU0022
 EU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0022'8.8 MI SE FROM YUCCA.
 EU0022'8.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0022'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 0.3 MILE NORTHWEST OF
 EU0022'A GROUP OF LARGE BOULDERS WEST OF THE ROAD, 128 FEET EAST OF
 EU0022'A LARGE YUCCA TREE, AND 25.5 FEET SOUTHWEST OF THE CENTERLINE
 EU0022'OF THE ROAD.  A STANDARD DISK, STAMPED 2499.490 E 11 1927 AND
 EU0022'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EU0022'GROUND.
 EU0022
 EU0022                          STATION RECOVERY (1955)
 EU0022
 EU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 EU0022'RECOVERED IN GOOD CONDITION.
 EU0022
 EU0022                          STATION RECOVERY (1981)
 EU0022
 EU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0022'CONCRETE POST FOUND BROKEN UP, MARK BELIEVED DESTROYED, DISK NOT
 EU0022'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0434 ***********************************************************************
 DA0434  DESIGNATION -  E 110
 DA0434  PID         -  DA0434
 DA0434  STATE/COUNTY-  AZ/PIMA
 DA0434  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0434
 DA0434                         *CURRENT SURVEY CONTROL
 DA0434  ___________________________________________________________________
 DA0434* NAD 83(1986)-  32 05 27.     (N)    112 51 42.     (W)     SCALED    
 DA0434* NAVD 88     -       474.99   (+/-2cm)    1558.4    (feet)  VERTCON   
 DA0434  ___________________________________________________________________
 DA0434  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0434
 DA0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0434
 DA0434.The horizontal coordinates were scaled from a topographic map and have
 DA0434.an estimated accuracy of +/- 6 seconds.
 DA0434
 DA0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0434.The vertical order pertains to the NGVD 29 superseded value.
 DA0434
 DA0434.The geoid height was determined by GEOID03.
 DA0434
 DA0434;                    North         East    Units  Estimated Accuracy
 DA0434;SPC AZ C     -   121,330.      124,160.      MT  (+/- 180 meters Scaled)
 DA0434
 DA0434                          SUPERSEDED SURVEY CONTROL
 DA0434
 DA0434  NGVD 29 (??/??/92)  474.27   (m)         1556.0    (f) COMPUTED    2 0
 DA0434
 DA0434.Superseded values are not recommended for survey control.
 DA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0434.See file dsdata.txt to determine how the superseded data were derived.
 DA0434
 DA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA243520(NAD 83)
 DA0434_MARKER: DB = BENCH MARK DISK
 DA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0434_STAMPING: E 110 1935
 DA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0434+STABILITY: SURFACE MOTION
 DA0434
 DA0434  HISTORY     - Date     Condition        Report By
 DA0434  HISTORY     - 1935     MONUMENTED       CGS
 DA0434  HISTORY     - 1952     GOOD             NGS
 DA0434
 DA0434                          STATION DESCRIPTION
 DA0434
 DA0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0434'31.55 MI NW FROM LUKEVILLE.
 DA0434'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0434'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0434'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0434'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0434'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0434'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0434'JUNCTION, THENCE 1.7 MILES NORTHEAST ALONG A ROAD LEADING NORTHEAST
 DA0434'AND NORTH, 51.4 FEET SOUTH OF AN IRON POLE (SIGNAL POLE), 30 1/2 FEET
 DA0434'WEST ACROSS A ROAD LEADING SOUTH FROM THE CENTER OF A SMALL WASH, 36
 DA0434'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD (ROUTE OF THE
 DA0434'LINE), 15 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 1.7
 DA0434'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0434'IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0094 ***********************************************************************
 GR0094  DESIGNATION -  E 111
 GR0094  PID         -  GR0094
 GR0094  STATE/COUNTY-  AZ/MOHAVE
 GR0094  USGS QUAD   -  MESQUITE (1985)
 GR0094
 GR0094                         *CURRENT SURVEY CONTROL
 GR0094  ___________________________________________________________________
 GR0094* NAD 83(1986)-  36 49 15.     (N)    114 02 11.     (W)     SCALED    
 GR0094* NAVD 88     -       522.763  (meters)    1715.10   (feet)  ADJUSTED  
 GR0094  ___________________________________________________________________
 GR0094  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 GR0094  DYNAMIC HT  -         522.237 (meters)    1713.37  (feet)  COMP
 GR0094  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 GR0094
 GR0094  VERT ORDER  -  FIRST     CLASS I
 GR0094
 GR0094.The horizontal coordinates were scaled from a topographic map and have
 GR0094.an estimated accuracy of +/- 6 seconds.
 GR0094
 GR0094.The orthometric height was determined by differential leveling
 GR0094.and adjusted by the National Geodetic Survey in June 1991..
 GR0094
 GR0094.The geoid height was determined by GEOID03.
 GR0094
 GR0094.The dynamic height is computed by dividing the NAVD 88
 GR0094.geopotential number by the normal gravity value computed on the
 GR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0094.degrees latitude (g = 980.6199 gals.).
 GR0094
 GR0094.The modeled gravity was interpolated from observed gravity values.
 GR0094
 GR0094;                    North         East    Units  Estimated Accuracy
 GR0094;SPC AZ W     -   645,650.      187,810.      MT  (+/- 180 meters Scaled)
 GR0094
 GR0094                          SUPERSEDED SURVEY CONTROL
 GR0094
 GR0094  NGVD 29 (??/??/92)  522.050  (m)         1712.76   (f) ADJ UNCH    1 1
 GR0094
 GR0094.Superseded values are not recommended for survey control.
 GR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0094.See file dsdata.txt to determine how the superseded data were derived.
 GR0094
 GR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA643790(NAD 83)
 GR0094_MARKER: DB = BENCH MARK DISK
 GR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0094_STAMPING: E 111 1935
 GR0094_MARK LOGO: CGS   
 GR0094_PROJECTION: PROJECTING 40 CENTIMETERS
 GR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0094+STABILITY: SURFACE MOTION
 GR0094
 GR0094  HISTORY     - Date     Condition        Report By
 GR0094  HISTORY     - 1935     MONUMENTED       CGS
 GR0094  HISTORY     - 1960     GOOD             NGS
 GR0094  HISTORY     - 1982     GOOD             NGS
 GR0094
 GR0094                          STATION DESCRIPTION
 GR0094
 GR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0094'2.1 MI E FROM MESQUITE, NV.
 GR0094'IN MOHAVE COUNTY, ARIZONA, 2.1 MILES EAST ALONG U. S. HIGHWAY 91 FROM
 GR0094'THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 0.2 MILE EAST OF A
 GR0094'LARGE CONCRETE CULVERT, 100 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 GR0094'POST, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH
 GR0094'OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE
 GR0094'GROUND.  A STANDARD DISK, STAMPED E 111 1935 AND SET IN THE TOP OF A
 GR0094'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0094
 GR0094                          STATION RECOVERY (1982)
 GR0094
 GR0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0094'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0094'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GR0094'MESQUITE, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG OLD HIGHWAY 91, 0.8
 GR0094'KM (0.5 MI) NORTHEAST OF A DIRT ROAD LEADING SOUTHEAST, 0.15 KM (0.1
 GR0094'MI) SOUTHWEST OF A TELEPHONE LINE CROSSING THE OLD HIGHWAY, 15.2
 GR0094'METERS (50 FT) NORTHWEST OF THE OLD HIGHWAY CENTERLINE, 62.8 METERS
 GR0094'(204 FT) SOUTHWEST OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE
 GR0094'POST, 14.0 METERS (46 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 0.9
 GR0094'METER (3 FT) SOUTHEAST OF A 5 INCH CONCRETE RIGHT OF WAY POST.
 GR0094'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GR0094'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0710 ***********************************************************************
 CZ0710  DESIGNATION -  E 112
 CZ0710  PID         -  CZ0710
 CZ0710  STATE/COUNTY-  AZ/PIMA
 CZ0710  USGS QUAD   -  JAYNES (1992)
 CZ0710
 CZ0710                         *CURRENT SURVEY CONTROL
 CZ0710  ___________________________________________________________________
 CZ0710* NAD 83(1986)-  32 19 34.     (N)    111 07 13.     (W)     SCALED    
 CZ0710* NAVD 88     -       720.15   (+/-2cm)    2362.7    (feet)  VERTCON   
 CZ0710  ___________________________________________________________________
 CZ0710  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0710
 CZ0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0710
 CZ0710.The horizontal coordinates were scaled from a topographic map and have
 CZ0710.an estimated accuracy of +/- 6 seconds.
 CZ0710
 CZ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0710.The vertical order pertains to the NGVD 29 superseded value.
 CZ0710
 CZ0710.The geoid height was determined by GEOID03.
 CZ0710
 CZ0710;                    North         East    Units  Estimated Accuracy
 CZ0710;SPC AZ C     -   147,300.      288,340.      MT  (+/- 180 meters Scaled)
 CZ0710
 CZ0710                          SUPERSEDED SURVEY CONTROL
 CZ0710
 CZ0710  NGVD 29 (??/??/92)  719.490  (m)         2360.53   (f) ADJ UNCH    2 0
 CZ0710
 CZ0710.Superseded values are not recommended for survey control.
 CZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0710.See file dsdata.txt to determine how the superseded data were derived.
 CZ0710
 CZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA886765(NAD 83)
 CZ0710_MARKER: DB = BENCH MARK DISK
 CZ0710_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0710_SP_SET: RED OUTCROP
 CZ0710_STAMPING: E 112 1933
 CZ0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0710+STABILITY: POSITION/ELEVATION WELL
 CZ0710
 CZ0710  HISTORY     - Date     Condition        Report By
 CZ0710  HISTORY     - 1935     MONUMENTED       CGS
 CZ0710  HISTORY     - 1951     GOOD             NGS
 CZ0710  HISTORY     - 20060405 MARK NOT FOUND   NGS
 CZ0710
 CZ0710                          STATION DESCRIPTION
 CZ0710
 CZ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0710'3.25 MI SW FROM CORTARO.
 CZ0710'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0710'CORTARO, THENCE 1.5 MILES SOUTHWEST ALONG KINNEY ROAD, 0.4 MILE EAST
 CZ0710'OF A SUMMIT AND ENTRANCE TO THE TUCSON MOUNTAIN PARK, IN THE TOP OF
 CZ0710'THE SOUTHEAST SIDE OF A 10 BY 12 FEET RED OUTCROP PROJECTING 6 FEET
 CZ0710'ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TOP OF A ROCK, 90
 CZ0710'FEET EAST OF THE CENTER OF THE ROAD AND A SMALL WASH, 17 1/2 FEET
 CZ0710'NORTH OF THE CENTER LINE OF THE KINNEY ROAD, 5.9 FEET SOUTH OF A
 CZ0710'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 CZ0710
 CZ0710                          STATION RECOVERY (2006)
 CZ0710
 CZ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0710'ROAD IS NOW CALLED PICTURE ROCKS ROAD.  OUTCROP HAS ERODED AND MARK
 CZ0710'WAS NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0401 ***********************************************************************
 CG0401  DESIGNATION -  E 113
 CG0401  PID         -  CG0401
 CG0401  STATE/COUNTY-  AZ/PIMA
 CG0401  USGS QUAD   -  STEVENS MTN (1982)
 CG0401
 CG0401                         *CURRENT SURVEY CONTROL
 CG0401  ___________________________________________________________________
 CG0401* NAD 83(1986)-  31 59 12.     (N)    111 22 16.     (W)     SCALED    
 CG0401* NAVD 88     -       845.24   (+/-2cm)    2773.1    (feet)  VERTCON   
 CG0401  ___________________________________________________________________
 CG0401  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0401
 CG0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0401
 CG0401.The horizontal coordinates were scaled from a topographic map and have
 CG0401.an estimated accuracy of +/- 6 seconds.
 CG0401
 CG0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0401.The vertical order pertains to the NGVD 29 superseded value.
 CG0401
 CG0401.The geoid height was determined by GEOID03.
 CG0401
 CG0401;                    North         East    Units  Estimated Accuracy
 CG0401;SPC AZ C     -   109,520.      264,910.      MT  (+/- 180 meters Scaled)
 CG0401
 CG0401                          SUPERSEDED SURVEY CONTROL
 CG0401
 CG0401  NGVD 29 (??/??/92)  844.521  (m)         2770.73   (f) ADJ UNCH    2 0
 CG0401
 CG0401.Superseded values are not recommended for survey control.
 CG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0401.See file dsdata.txt to determine how the superseded data were derived.
 CG0401
 CG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA649390(NAD 83)
 CG0401_MARKER: DB = BENCH MARK DISK
 CG0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0401_STAMPING: E 113 1935
 CG0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0401+STABILITY: SURFACE MOTION
 CG0401
 CG0401  HISTORY     - Date     Condition        Report By
 CG0401  HISTORY     - 1935     MONUMENTED       CGS
 CG0401  HISTORY     - 1974     GOOD             USGS
 CG0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0401
 CG0401                          STATION DESCRIPTION
 CG0401
 CG0401'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0401'7.35 MI S FROM THREE POINTS.
 CG0401'7.35 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0401'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 226 FEET SOUTHWEST OF THE
 CG0401'CENTER OF A ROAD AND A WASH CROSSING THE ROAD WITH A CONCRETE
 CG0401'RETAINING WALL, 46 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2.2
 CG0401'FEET SOUTH OF THE WITNESS POST, AND 1.7 FEET LOWER THAN THE ROAD, AND
 CG0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0401'GROUND.
 CG0401
 CG0401                          STATION RECOVERY (2001)
 CG0401
 CG0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0847 ***********************************************************************
 CZ0847  DESIGNATION -  E 114
 CZ0847  PID         -  CZ0847
 CZ0847  STATE/COUNTY-  AZ/PIMA
 CZ0847  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0847
 CZ0847                         *CURRENT SURVEY CONTROL
 CZ0847  ___________________________________________________________________
 CZ0847* NAD 83(1986)-  32 03 56.     (N)    111 02 44.     (W)     SCALED    
 CZ0847* NAVD 88     -       829.53   (+/-2cm)    2721.5    (feet)  VERTCON   
 CZ0847  ___________________________________________________________________
 CZ0847  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0847
 CZ0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0847
 CZ0847.The horizontal coordinates were scaled from a topographic map and have
 CZ0847.an estimated accuracy of +/- 6 seconds.
 CZ0847
 CZ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0847.The vertical order pertains to the NGVD 29 superseded value.
 CZ0847
 CZ0847.The geoid height was determined by GEOID03.
 CZ0847
 CZ0847;                    North         East    Units  Estimated Accuracy
 CZ0847;SPC AZ C     -   118,470.      295,610.      MT  (+/- 180 meters Scaled)
 CZ0847
 CZ0847                          SUPERSEDED SURVEY CONTROL
 CZ0847
 CZ0847  NGVD 29 (??/??/92)  828.845  (m)         2719.30   (f) ADJ UNCH    2 0
 CZ0847
 CZ0847.Superseded values are not recommended for survey control.
 CZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0847.See file dsdata.txt to determine how the superseded data were derived.
 CZ0847
 CZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA957477(NAD 83)
 CZ0847_MARKER: DB = BENCH MARK DISK
 CZ0847_SETTING: 0 = UNSPECIFIED SETTING
 CZ0847_STAMPING: E 114 1935
 CZ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0847
 CZ0847  HISTORY     - Date     Condition        Report By
 CZ0847  HISTORY     - 1935     MONUMENTED       CGS
 CZ0847  HISTORY     - 1966     GOOD             USGS
 CZ0847
 CZ0847                          STATION DESCRIPTION
 CZ0847
 CZ0847'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0847'4.2 MI S FROM TUCSON.
 CZ0847'2.5 MILES WEST ALONG THE AJO HIGHWAY FROM THE U.S. VETERANS HOSPITAL
 CZ0847'TO MISSION ROAD, THEN SOUTH 8.4 MILES ALONG THE MISSION ROAD.  7.3
 CZ0847'MILES NORTH OF SAN XAVIER 0.3 MILES NORTH A T JUNCTION LEADING EAST,
 CZ0847'105 FEET SOUTH OF A CREEK, AT CURVE IN THE ROAD, AND 39 FEET EAST OF
 CZ0847'THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0483 ***********************************************************************
 CG0483  DESIGNATION -  E 115
 CG0483  PID         -  CG0483
 CG0483  STATE/COUNTY-  AZ/PIMA
 CG0483  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0483
 CG0483                         *CURRENT SURVEY CONTROL
 CG0483  ___________________________________________________________________
 CG0483* NAD 83(1986)-  31 57 27.     (N)    111 13 43.     (W)     SCALED    
 CG0483* NAVD 88     -      1254.47   (+/-2cm)    4115.7    (feet)  VERTCON   
 CG0483  ___________________________________________________________________
 CG0483  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0483
 CG0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0483
 CG0483.The horizontal coordinates were scaled from a topographic map and have
 CG0483.an estimated accuracy of +/- 6 seconds.
 CG0483
 CG0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0483.The vertical order pertains to the NGVD 29 superseded value.
 CG0483
 CG0483.The geoid height was determined by GEOID03.
 CG0483
 CG0483;                    North         East    Units  Estimated Accuracy
 CG0483;SPC AZ C     -   106,360.      278,400.      MT  (+/- 180 meters Scaled)
 CG0483
 CG0483                          SUPERSEDED SURVEY CONTROL
 CG0483
 CG0483  NGVD 29 (??/??/92) 1253.672  (m)         4113.09   (f) ADJ UNCH    2 0
 CG0483
 CG0483.Superseded values are not recommended for survey control.
 CG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0483.See file dsdata.txt to determine how the superseded data were derived.
 CG0483
 CG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA783357(NAD 83)
 CG0483_MARKER: DB = BENCH MARK DISK
 CG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0483_STAMPING: E 115 1935
 CG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0483+STABILITY: SURFACE MOTION
 CG0483
 CG0483  HISTORY     - Date     Condition        Report By
 CG0483  HISTORY     - 1935     MONUMENTED       CGS
 CG0483  HISTORY     - 1976     GOOD             USGS
 CG0483
 CG0483                          STATION DESCRIPTION
 CG0483
 CG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0483'0.7 MI N FROM SAN XAVIER.
 CG0483'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 9.7 MILES
 CG0483'SOUTHWEST ALONG THE SOTO RANCH ROAD.  0.4 MILE EAST OF A GATE ACROSS
 CG0483'THE ROAD, 0.1 MILE WEST OF THE JUNCTION OF A DIM ROAD LEADING
 CG0483'SOUTHWEST, AT THE SUMMIT OF A MOUNTAIN PASS, AND 60 FEET SOUTH OF THE
 CG0483'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 115 1935 AND SET
 CG0483'IN THE TOP OF A CONCRETE POST.
 CG0483
 CG0483                          STATION RECOVERY (1976)
 CG0483
 CG0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0483'SAN XAVIER, 2.1 MILE N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN
 CG0483'LEFT, W. 1.6 MI TO T-RD, TURN LEFT, S. 1.0 MI TO ROAD BEND RIGHT,
 CG0483'CONTINUE WEST 1.0 MI. TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND RD.
 CG0483'FORK. BEAR RIGHT, NW 2.2 MI TO TRANSMISSION LINE X-ING, CONTINUE
 CG0483'WEST-SOUTHWEST 3.4 MI TO T-RD. TURN RIGHT NE 1.5 MILE ROAD. FORK,
 CG0483'TURN LEFT, SOUTH 1.0 MI TO T-RD. TURN RIGHT, SW 0.3 MI TO CURVE AT
 CG0483'TOP OF RIDGE. 60 FT S. AND 5 FT E OF CENTERLINE RD. SET IN TOP OF
 CG0483'CONCRETE POST. A STANDARD DISK STAMPED E 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0666 ***********************************************************************
 FS0666  DESIGNATION -  E 116
 FS0666  PID         -  FS0666
 FS0666  STATE/COUNTY-  AZ/MOHAVE
 FS0666  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0666
 FS0666                         *CURRENT SURVEY CONTROL
 FS0666  ___________________________________________________________________
 FS0666* NAD 83(1986)-  35 29 32.     (N)    114 34 09.     (W)     SCALED    
 FS0666* NAVD 88     -       563.881  (meters)    1850.00   (feet)  POSTED    
 FS0666  ___________________________________________________________________
 FS0666  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FS0666  DYNAMIC HT  -         563.280 (meters)    1848.03  (feet)  COMP
 FS0666  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 FS0666
 FS0666  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0666
 FS0666.The horizontal coordinates were scaled from a topographic map and have
 FS0666.an estimated accuracy of +/- 6 seconds.
 FS0666
 FS0666.The orthometric height was determined by differential leveling
 FS0666.and adjusted by the National Geodetic Survey in 1992..
 FS0666.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0666.rate of 0.0 thru 1.0 mm/km.
 FS0666
 FS0666.The geoid height was determined by GEOID03.
 FS0666
 FS0666.The dynamic height is computed by dividing the NAVD 88
 FS0666.geopotential number by the normal gravity value computed on the
 FS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0666.degrees latitude (g = 980.6199 gals.).
 FS0666
 FS0666.The modeled gravity was interpolated from observed gravity values.
 FS0666
 FS0666;                    North         East    Units  Estimated Accuracy
 FS0666;SPC AZ W     -   498,500.      139,030.      MT  (+/- 180 meters Scaled)
 FS0666
 FS0666                          SUPERSEDED SURVEY CONTROL
 FS0666
 FS0666  NGVD 29 (??/??/92)  563.147  (m)         1847.59   (f) ADJ UNCH    1 2
 FS0666
 FS0666.Superseded values are not recommended for survey control.
 FS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0666.See file dsdata.txt to determine how the superseded data were derived.
 FS0666
 FS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV205303(NAD 83)
 FS0666_MARKER: DB = BENCH MARK DISK
 FS0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0666_STAMPING: E 116 1935
 FS0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0666+STABILITY: SURFACE MOTION
 FS0666
 FS0666  HISTORY     - Date     Condition        Report By
 FS0666  HISTORY     - 1935     MONUMENTED       CGS
 FS0666  HISTORY     - 1950     GOOD             NGS
 FS0666
 FS0666                          STATION DESCRIPTION
 FS0666
 FS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0666'22.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0666'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0666'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 14.9 MILES WEST
 FS0666'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0666'53 YARDS NORTH OF THE APPROXIMATE CENTER OF A WASH, 40 FEET SOUTH
 FS0666'OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF THE WITNESS
 FS0666'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0666'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0511 ***********************************************************************
 CG0511  DESIGNATION -  E 117
 CG0511  PID         -  CG0511
 CG0511  STATE/COUNTY-  AZ/PIMA
 CG0511  USGS QUAD   -  SAUCITO MTN (1981)
 CG0511
 CG0511                         *CURRENT SURVEY CONTROL
 CG0511  ___________________________________________________________________
 CG0511* NAD 83(1986)-  31 41 20.     (N)    111 12 15.     (W)     SCALED    
 CG0511* NAVD 88     -      1040.42   (+/-2cm)    3413.4    (feet)  VERTCON   
 CG0511  ___________________________________________________________________
 CG0511  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0511
 CG0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0511
 CG0511.The horizontal coordinates were scaled from a topographic map and have
 CG0511.an estimated accuracy of +/- 6 seconds.
 CG0511
 CG0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0511.The vertical order pertains to the NGVD 29 superseded value.
 CG0511
 CG0511.The geoid height was determined by GEOID03.
 CG0511
 CG0511;                    North         East    Units  Estimated Accuracy
 CG0511;SPC AZ C     -    76,590.      280,910.      MT  (+/- 180 meters Scaled)
 CG0511
 CG0511                          SUPERSEDED SURVEY CONTROL
 CG0511
 CG0511  NGVD 29 (??/??/92) 1039.607  (m)         3410.78   (f) ADJ UNCH    2 0
 CG0511
 CG0511.Superseded values are not recommended for survey control.
 CG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0511.See file dsdata.txt to determine how the superseded data were derived.
 CG0511
 CG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA806059(NAD 83)
 CG0511_MARKER: DB = BENCH MARK DISK
 CG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0511_STAMPING: E 117 1935
 CG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0511+STABILITY: SURFACE MOTION
 CG0511
 CG0511  HISTORY     - Date     Condition        Report By
 CG0511  HISTORY     - 1935     MONUMENTED       CGS
 CG0511  HISTORY     - 1952     GOOD             NGS
 CG0511  HISTORY     - 20010331 GOOD             NGS
 CG0511
 CG0511                          STATION DESCRIPTION
 CG0511
 CG0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0511'9.5 MI SW FROM ARIVACA JUNCTION.
 CG0511'9.5 MILES SOUTHWEST ALONG ARIVACA ROAD FROM THE JUNCTION WITH U. S.
 CG0511'HIGHWAY 89 AT ARIVACA JUNCTION, ABOUT 1.7 MILES SOUTHWEST OF A SCHOOL,
 CG0511'176 FEET EAST OF A CONCRETE CULVERT, 101 FEET SOUTHEAST OF THE CENTER
 CG0511'LINE OF ARIVACA ROAD, 64 FEET NORTH OF A LARGE WASH, AND ABOUT LEVEL
 CG0511'WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0511'THE GROUND.
 CG0511
 CG0511                          STATION RECOVERY (2001)
 CG0511
 CG0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0511'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0221 ***********************************************************************
 CG0221  DESIGNATION -  E 118
 CG0221  PID         -  CG0221
 CG0221  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0221  USGS QUAD   -  RIO RICO (1981)
 CG0221
 CG0221                         *CURRENT SURVEY CONTROL
 CG0221  ___________________________________________________________________
 CG0221* NAD 83(1986)-  31 25 14.     (N)    110 58 36.     (W)     SCALED    
 CG0221* NAVD 88     -      1110.18   (+/-2cm)    3642.3    (feet)  VERTCON   
 CG0221  ___________________________________________________________________
 CG0221  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0221
 CG0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0221
 CG0221.The horizontal coordinates were scaled from a topographic map and have
 CG0221.an estimated accuracy of +/- 6 seconds.
 CG0221
 CG0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0221.The vertical order pertains to the NGVD 29 superseded value.
 CG0221
 CG0221.The geoid height was determined by GEOID03.
 CG0221
 CG0221;                    North         East    Units  Estimated Accuracy
 CG0221;SPC AZ C     -    47,010.      302,730.      MT  (+/- 180 meters Scaled)
 CG0221
 CG0221                          SUPERSEDED SURVEY CONTROL
 CG0221
 CG0221  NGVD 29 (??/??/92) 1109.309  (m)         3639.46   (f) ADJ UNCH    2 0
 CG0221
 CG0221.Superseded values are not recommended for survey control.
 CG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0221.See file dsdata.txt to determine how the superseded data were derived.
 CG0221
 CG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV022762(NAD 83)
 CG0221_MARKER: DB = BENCH MARK DISK
 CG0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0221_STAMPING: E 118 1935
 CG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0221+STABILITY: SURFACE MOTION
 CG0221
 CG0221  HISTORY     - Date     Condition        Report By
 CG0221  HISTORY     - 1935     MONUMENTED       CGS
 CG0221  HISTORY     - 1976     GOOD             USGS
 CG0221
 CG0221                          STATION DESCRIPTION
 CG0221
 CG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0221'7.3 MI N FROM NOGALES.
 CG0221'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0221'STATION AT NOGALES, THENCE 1.1 MILES WEST ALONG THE RUBY ROAD.  49
 CG0221'FEET WEST OF A T-ANGLE IN A FENCE LINE, 57 FEET SOUTH OF THE
 CG0221'CENTERLINE OF THE ROAD, 43 FEET EAST OF A GATE IN THE FENCE LINE AND A
 CG0221'RANCH ROAD LEADING SOUTHWEST, AND 3 FEET NORTH OF THE FENCE LINE. A
 CG0221'STANDARD DISK, STAMPED E 118 1935 AND SET IN THE TOP OF A CONCRETE
 CG0221'POST.
 CG0221
 CG0221                          STATION RECOVERY (1976)
 CG0221
 CG0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0221'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 0.1 MI W.
 CG0221'TO T-RD. TURN LEFT (S.) ALONG FRONTAGE RD., 0.4 MI TO T-RD. TURN
 CG0221'RIGHT (W.) 0.8 MI TO RD. FORK. 75 FT SW. OF RD. FORK. 18 FT E. OF
 CG0221'RD., 3 FT N. OF FENCE LINE. SET IN TOP OF CONC. POST. NGS DISK
 CG0221'STAMPED E 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0406 ***********************************************************************
 FS0406  DESIGNATION -  E 119
 FS0406  PID         -  FS0406
 FS0406  STATE/COUNTY-  AZ/MOHAVE
 FS0406  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0406
 FS0406                         *CURRENT SURVEY CONTROL
 FS0406  ___________________________________________________________________
 FS0406* NAD 83(1986)-  35 47 00.     (N)    114 28 43.     (W)     SCALED    
 FS0406* NAVD 88     -       699.422  (meters)    2294.69   (feet)  POSTED    
 FS0406  ___________________________________________________________________
 FS0406  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0406  DYNAMIC HT  -         698.680 (meters)    2292.25  (feet)  COMP
 FS0406  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 FS0406
 FS0406  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0406
 FS0406.The horizontal coordinates were scaled from a topographic map and have
 FS0406.an estimated accuracy of +/- 6 seconds.
 FS0406
 FS0406.The orthometric height was determined by differential leveling
 FS0406.and adjusted by the National Geodetic Survey in 1992..
 FS0406.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0406.rate of 0.0 thru 1.0 mm/km.
 FS0406
 FS0406.The geoid height was determined by GEOID03.
 FS0406
 FS0406.The dynamic height is computed by dividing the NAVD 88
 FS0406.geopotential number by the normal gravity value computed on the
 FS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0406.degrees latitude (g = 980.6199 gals.).
 FS0406
 FS0406.The modeled gravity was interpolated from observed gravity values.
 FS0406
 FS0406;                    North         East    Units  Estimated Accuracy
 FS0406;SPC AZ W     -   530,740.      147,490.      MT  (+/- 180 meters Scaled)
 FS0406
 FS0406                          SUPERSEDED SURVEY CONTROL
 FS0406
 FS0406  NGVD 29 (??/??/92)  698.669  (m)         2292.22   (f) ADJ UNCH    1 1
 FS0406
 FS0406.Superseded values are not recommended for survey control.
 FS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0406.See file dsdata.txt to determine how the superseded data were derived.
 FS0406
 FS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278628(NAD 83)
 FS0406_MARKER: DB = BENCH MARK DISK
 FS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0406_STAMPING: E 119 1935
 FS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0406+STABILITY: SURFACE MOTION
 FS0406
 FS0406  HISTORY     - Date     Condition        Report By
 FS0406  HISTORY     - 1935     MONUMENTED       CGS
 FS0406  HISTORY     - 1950     GOOD             NGS
 FS0406  HISTORY     - 1963     GOOD             NGS
 FS0406
 FS0406                          STATION DESCRIPTION
 FS0406
 FS0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0406'21.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0406'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0406'MEAD, THENCE 15.0 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 1.2
 FS0406'MILE EAST OF THE EAST EDGE OF DETRITAL WASH, AT THE Y JUNCTION
 FS0406'OF THE OLD ABANDONED WHITE HILLS ROAD, 65 1/2 FEET NORTH OF THE
 FS0406'CENTER LINE OF THE WHITE HILLS ROAD, 41 FEET WEST OF THE CENTER
 FS0406'LINE OF THE ROAD, 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FS0406'OF A SMALL DRY WASH, 2.8 FEET EAST OF A WITNESS POST, ABOUT 1
 FS0406'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0406'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0406
 FS0406                          STATION RECOVERY (1963)
 FS0406
 FS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0678 ***********************************************************************
 ET0678  DESIGNATION -  E 12
 ET0678  PID         -  ET0678
 ET0678  STATE/COUNTY-  AZ/LA PAZ
 ET0678  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0678
 ET0678                         *CURRENT SURVEY CONTROL
 ET0678  ___________________________________________________________________
 ET0678* NAD 83(1992)-  34 05 34.87162(N)    113 33 05.39545(W)     ADJUSTED  
 ET0678* NAVD 88     -       599.753  (meters)    1967.69   (feet)  ADJUSTED  
 ET0678  ___________________________________________________________________
 ET0678  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 ET0678  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET0678  DYNAMIC HT  -         599.066 (meters)    1965.44  (feet)  COMP
 ET0678  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 ET0678
 ET0678  HORZ ORDER  -  SECOND
 ET0678  VERT ORDER  -  FIRST     CLASS II
 ET0678
 ET0678.The horizontal coordinates were established by classical geodetic methods
 ET0678.and adjusted by the National Geodetic Survey in August 1993..
 ET0678
 ET0678.The orthometric height was determined by differential leveling
 ET0678.and adjusted by the National Geodetic Survey in June 1991..
 ET0678
 ET0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0678
 ET0678.The geoid height was determined by GEOID03.
 ET0678
 ET0678.The dynamic height is computed by dividing the NAVD 88
 ET0678.geopotential number by the normal gravity value computed on the
 ET0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0678.degrees latitude (g = 980.6199 gals.).
 ET0678
 ET0678.The modeled gravity was interpolated from observed gravity values.
 ET0678
 ET0678;                    North         East     Units Scale Factor Converg.
 ET0678;SPC AZ W     -   343,000.104   231,677.276   MT  0.99993747   +0 06 40.6
 ET0678;SPC AZ W     - 1,125,328.43    760,096.05   iFT  0.99993747   +0 06 40.6
 ET0678;UTM  12      - 3,775,409.064   264,602.627   MT  1.00028312   -1 25 51.1
 ET0678
 ET0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0678!SPC AZ W     -   0.99991056  x   0.99993747  =   0.99984804
 ET0678!UTM  12      -   0.99991056  x   1.00028312  =   1.00019366
 ET0678
 ET0678:                Primary Azimuth Mark                     Grid Az
 ET0678:SPC AZ W     -  VULCAN                                   172 03 45.7
 ET0678:UTM  12      -  VULCAN                                   173 36 17.4
 ET0678
 ET0678|---------------------------------------------------------------------|
 ET0678| PID    Reference Object                     Distance      Geod. Az  |
 ET0678|                                                           dddmmss.s |
 ET0678| ET1077 VULCAN                              APPROX. 1.8 KM 1721026.3 |
 ET0678|---------------------------------------------------------------------|
 ET0678
 ET0678                          SUPERSEDED SURVEY CONTROL
 ET0678
 ET0678  NAD 83(1986)-  34 05 34.86845(N)    113 33 05.40399(W) AD(       ) 2
 ET0678  NAD 27      -  34 05 34.78300(N)    113 33 02.66100(W) AD(       ) 2
 ET0678  NGVD 29 (??/??/92)  599.053  (m)         1965.39   (f) ADJ UNCH    1 2
 ET0678
 ET0678.Superseded values are not recommended for survey control.
 ET0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0678.See file dsdata.txt to determine how the superseded data were derived.
 ET0678
 ET0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6460375409(NAD 83)
 ET0678_MARKER: DB = BENCH MARK DISK
 ET0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0678_STAMPING: 1965.393 E 12 1927
 ET0678_MARK LOGO: CGS   
 ET0678_PROJECTION: PROJECTING 22 CENTIMETERS
 ET0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0678+STABILITY: SURFACE MOTION
 ET0678
 ET0678  HISTORY     - Date     Condition        Report By
 ET0678  HISTORY     - 1948     MONUMENTED       CGS
 ET0678  HISTORY     - 1955     GOOD             CGS
 ET0678  HISTORY     - 1955     GOOD             NGS
 ET0678  HISTORY     - 1981     GOOD             NGS
 ET0678
 ET0678                          STATION DESCRIPTION
 ET0678
 ET0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET0678'STATION IS LOCATED ABOUT 20.5 MILES NORTH ALONG A ROAD FROM
 ET0678'THE JUNCTION WITH U.S. HIGHWAY 60 AT WENDEN.  ABOUT 19.1
 ET0678'MILES SOUTHEAST OF THE HAND RANCH AT ALAMO CROSSING.  11.1
 ET0678'MILES NORTH OF CUNNINGHAM PASS.  ABOUT 1 MILE NORTH OF A
 ET0678'DOME-SHAPED HILL.  IN A WIDE FLAT NEAR THE WEST END OF A RIDGE.
 ET0678'ABOUT 80 YARDS NORTHWEST OF A BLAZED PALO VERDE TREE WEST
 ET0678'OF A DITCH AT THE WEST EDGE OF THE ROAD.  AND 22 PACES WEST OF
 ET0678'THE CENTER LINE OF THE ROAD.  A BRONZE USC AND GS BENCH MARK
 ET0678'DISK STAMPED, 1965.393 E 12 1927 AND SET IN THE TOP OF A
 ET0678'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 ET0678'
 ET0678'NO REFERENCE MARKS WERE SET.
 ET0678'
 ET0678'TRIANGULATION STATION, VULCAN 1948 IS THE AZIMUTH MARK.
 ET0678'
 ET0678'TO REACH FROM WENDEN, GO NORTH ON BLADED ROAD FOR 11.3 MILES
 ET0678'TO FORK.  TAKE RIGHT FORK AND GO 7.0 MILES TO FORK.  TAKE
 ET0678'LEFT FORK FOR 1.8 MILE TO STATION ON LEFT.
 ET0678
 ET0678                          STATION RECOVERY (1955)
 ET0678
 ET0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0678'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 ET0678'DESCRIPTION IS ADEQUATE.
 ET0678
 ET0678                          STATION RECOVERY (1955)
 ET0678
 ET0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0678'20.5 MI N FROM WENDEN.
 ET0678'20.5 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0678'WENDEN, YUMA COUNTY, 12.9 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0678'LEADING TO CONGRESS JUNCTION, 11.1 MILES NORTH OF CUNNINGHAM PASS, 1.8
 ET0678'MILES NORTH OF THE Y-INTERSECTION OF A ROAD FROM THE RIGHT (IN THE V
 ET0678'OF WHICH ABOUT 1 MILE DISTANT IS A PROMINENT VOLCANIC HILL), IN A WIDE
 ET0678'FLAT NEAR THE WEST END OF A RIDGE, 80 YARDS NORTHWEST OF A BLAZED PALO
 ET0678'VERDE TREE WEST OF A DITCH AT THE WEST EDGE OF THE ROAD, AND 40 FEET
 ET0678'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 1965.393
 ET0678'E 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 ET0678'ABOVE GROUND.  NOTE-- THIS MARK IS PRESCRIBED FOR USE AS A
 ET0678'TRIANGULATION STATION.
 ET0678
 ET0678                          STATION RECOVERY (1981)
 ET0678
 ET0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0678'31.9 KM (19.8 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0678'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, THENCE 0.3 KM (0.2 MI)
 ET0678'NORTH-NORTHWEST ALONG AN ABANDONED GRADED ROAD, AT THE Y JUNCTION OF
 ET0678'ANOTHER ABANDONED GRADED ROAD LEADING SOUTHWEST, SET IN THE CENTER OF
 ET0678'A PLYWOOD PALTFORM USED FOR TOTPGRAPHIC CONTROL, 12.2 METERS (40.0 FT)
 ET0678'WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING NORTHWEST, 7.9 METERS
 ET0678'(26.0 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING SOUTHWEST,
 ET0678'73.2 METERS (240 FT) NORTHWEST OF A LONE BLAZED PALO VERDE TREE.
 ET0678'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 ET0678'THE MARK IS 0.3 M ABOVE THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0380 ***********************************************************************
 FS0380  DESIGNATION -  E 120
 FS0380  PID         -  FS0380
 FS0380  STATE/COUNTY-  AZ/MOHAVE
 FS0380  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0380
 FS0380                         *CURRENT SURVEY CONTROL
 FS0380  ___________________________________________________________________
 FS0380* NAD 83(1986)-  35 59 01.     (N)    114 28 51.     (W)     SCALED    
 FS0380* NAVD 88     -       452.750  (meters)    1485.40   (feet)  POSTED    
 FS0380  ___________________________________________________________________
 FS0380  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0380  DYNAMIC HT  -         452.300 (meters)    1483.92  (feet)  COMP
 FS0380  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 FS0380
 FS0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0380
 FS0380.The horizontal coordinates were scaled from a topographic map and have
 FS0380.an estimated accuracy of +/- 6 seconds.
 FS0380
 FS0380.The orthometric height was determined by differential leveling
 FS0380.and adjusted by the National Geodetic Survey in 1992..
 FS0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0380.rate of 1.1 thru 2.0 mm/km.
 FS0380
 FS0380.The geoid height was determined by GEOID03.
 FS0380
 FS0380.The dynamic height is computed by dividing the NAVD 88
 FS0380.geopotential number by the normal gravity value computed on the
 FS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0380.degrees latitude (g = 980.6199 gals.).
 FS0380
 FS0380.The modeled gravity was interpolated from observed gravity values.
 FS0380
 FS0380;                    North         East    Units  Estimated Accuracy
 FS0380;SPC AZ W     -   552,960.      147,460.      MT  (+/- 180 meters Scaled)
 FS0380
 FS0380                          SUPERSEDED SURVEY CONTROL
 FS0380
 FS0380  NGVD 29 (??/??/92)  452.03   (m)         1483.0    (f) COMPUTED    1 2
 FS0380
 FS0380.Superseded values are not recommended for survey control.
 FS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0380.See file dsdata.txt to determine how the superseded data were derived.
 FS0380
 FS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV271850(NAD 83)
 FS0380_MARKER: DB = BENCH MARK DISK
 FS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0380_STAMPING: E 120 1935
 FS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0380+STABILITY: SURFACE MOTION
 FS0380
 FS0380  HISTORY     - Date     Condition        Report By
 FS0380  HISTORY     - 1935     MONUMENTED       CGS
 FS0380  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0380
 FS0380                          STATION DESCRIPTION
 FS0380
 FS0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0380'5.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0380'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE
 FS0380'HILLS ROAD TO JUNCTION OF DETRITAL WASH ROAD, 14.7 MILES NORTH
 FS0380'ALONG DETRITAL WASH ROAD, 26 FEET NORTH OF A CROSSWASH, 17
 FS0380'FEET WEST OF THE WEST EDGE OF DETRITAL WASH, AND ON THE WEST
 FS0380'BANK 8 FEET FROM THE BED OF THE WASH.  A STANDARD DISK, STAMPED
 FS0380'E 120 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FS0380'POSSIBLE THAT THE MARK HAS BEEN COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0653 ***********************************************************************
 CG0653  DESIGNATION -  E 121
 CG0653  PID         -  CG0653
 CG0653  STATE/COUNTY-  AZ/PIMA
 CG0653  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0653
 CG0653                         *CURRENT SURVEY CONTROL
 CG0653  ___________________________________________________________________
 CG0653* NAD 83(1986)-  31 53 59.     (N)    111 40 21.     (W)     SCALED    
 CG0653* NAVD 88     -      1016.29   (+/-2cm)    3334.3    (feet)  VERTCON   
 CG0653  ___________________________________________________________________
 CG0653  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0653
 CG0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0653
 CG0653.The horizontal coordinates were scaled from a topographic map and have
 CG0653.an estimated accuracy of +/- 6 seconds.
 CG0653
 CG0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0653.The vertical order pertains to the NGVD 29 superseded value.
 CG0653
 CG0653.The geoid height was determined by GEOID03.
 CG0653
 CG0653;                    North         East    Units  Estimated Accuracy
 CG0653;SPC AZ C     -    99,780.      236,460.      MT  (+/- 180 meters Scaled)
 CG0653
 CG0653                          SUPERSEDED SURVEY CONTROL
 CG0653
 CG0653  NGVD 29 (??/??/92) 1015.520  (m)         3331.75   (f) ADJ UNCH    2 0
 CG0653
 CG0653.Superseded values are not recommended for survey control.
 CG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0653.See file dsdata.txt to determine how the superseded data were derived.
 CG0653
 CG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA364295(NAD 83)
 CG0653_MARKER: DB = BENCH MARK DISK
 CG0653_SETTING: 66 = SET IN ROCK OUTCROP
 CG0653_SP_SET: GRANITE OUTCROP
 CG0653_STAMPING: E 121 1935
 CG0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0653+STABILITY: POSITION/ELEVATION WELL
 CG0653
 CG0653  HISTORY     - Date     Condition        Report By
 CG0653  HISTORY     - 1935     MONUMENTED       CGS
 CG0653  HISTORY     - 1952     GOOD             NGS
 CG0653
 CG0653                          STATION DESCRIPTION
 CG0653
 CG0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0653'21.55 MI E FROM SELLS.
 CG0653'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0653'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 8.45 MILES
 CG0653'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, SOUTHEAST OF A POINT
 CG0653'WHERE THE ROAD CROSSES A LARGE WASH, SET IN THE TOP OF THE NORTHWEST
 CG0653'EDGE OF A GRANITE OUTCROP, 285 FEET SOUTHEAST OF THE CENTER OF THE
 CG0653'ROAD AND LARGE WASH, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CG0653'14 FEET SOUTHWEST OF A SMALL DRAIN, 3.1 FEET NORTH OF A WITNESS POST,
 CG0653'AND ABOUT 5 1/2 FEET HIGHER THAN THE ROAD, A METAL TAG ON A STAKE
 CG0653'STAMPED 3332.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0667 ***********************************************************************
 CG0667  DESIGNATION -  E 122
 CG0667  PID         -  CG0667
 CG0667  STATE/COUNTY-  AZ/PIMA
 CG0667  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0667
 CG0667                         *CURRENT SURVEY CONTROL
 CG0667  ___________________________________________________________________
 CG0667* NAD 83(1986)-  31 48 12.     (N)    111 40 52.     (W)     SCALED    
 CG0667* NAVD 88     -       923.12   (+/-2cm)    3028.6    (feet)  VERTCON   
 CG0667  ___________________________________________________________________
 CG0667  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG0667
 CG0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0667
 CG0667.The horizontal coordinates were scaled from a topographic map and have
 CG0667.an estimated accuracy of +/- 6 seconds.
 CG0667
 CG0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0667.The vertical order pertains to the NGVD 29 superseded value.
 CG0667
 CG0667.The geoid height was determined by GEOID03.
 CG0667
 CG0667;                    North         East    Units  Estimated Accuracy
 CG0667;SPC AZ C     -    89,090.      235,660.      MT  (+/- 180 meters Scaled)
 CG0667
 CG0667                          SUPERSEDED SURVEY CONTROL
 CG0667
 CG0667  NGVD 29 (??/??/92)  922.351  (m)         3026.08   (f) ADJ UNCH    2 0
 CG0667
 CG0667.Superseded values are not recommended for survey control.
 CG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0667.See file dsdata.txt to determine how the superseded data were derived.
 CG0667
 CG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA355188(NAD 83)
 CG0667_MARKER: DB = BENCH MARK DISK
 CG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0667_STAMPING: E 122 1935
 CG0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0667+STABILITY: SURFACE MOTION
 CG0667
 CG0667  HISTORY     - Date     Condition        Report By
 CG0667  HISTORY     - 1935     MONUMENTED       CGS
 CG0667  HISTORY     - 1952     GOOD             NGS
 CG0667
 CG0667                          STATION DESCRIPTION
 CG0667
 CG0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0667'8.9 MI E FROM TOPAWA.
 CG0667'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0667'TOPAWA, AT THE Y JUNCTION OF TOPAWA ROAD AND BABOQUIVARI FOOT HILLS
 CG0667'ROAD, 144 1/2 FEET SOUTH OF THE CENTER OF THE Y JUNCTION, 30 FEET
 CG0667'SOUTHEAST OF THE CENTER LINE OF BABOQUIVARI FOOT HILLS ROAD, 2.3 FEET
 CG0667'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 CG0667'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0068 ***********************************************************************
 DU0068  DESIGNATION -  E 123
 DU0068  PID         -  DU0068
 DU0068  STATE/COUNTY-  AZ/GILA
 DU0068  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0068
 DU0068                         *CURRENT SURVEY CONTROL
 DU0068  ___________________________________________________________________
 DU0068* NAD 83(1986)-  33 34 24.     (N)    110 09 44.     (W)     SCALED    
 DU0068* NAVD 88     -      1608.663  (meters)    5277.76   (feet)  ADJUSTED  
 DU0068  ___________________________________________________________________
 DU0068  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DU0068  DYNAMIC HT  -        1606.298 (meters)    5270.00  (feet)  COMP
 DU0068  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 DU0068
 DU0068  VERT ORDER  -  SECOND    CLASS 0
 DU0068
 DU0068.The horizontal coordinates were scaled from a topographic map and have
 DU0068.an estimated accuracy of +/- 6 seconds.
 DU0068
 DU0068.The orthometric height was determined by differential leveling
 DU0068.and adjusted by the National Geodetic Survey in June 1991..
 DU0068
 DU0068.The geoid height was determined by GEOID03.
 DU0068
 DU0068.The dynamic height is computed by dividing the NAVD 88
 DU0068.geopotential number by the normal gravity value computed on the
 DU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0068.degrees latitude (g = 980.6199 gals.).
 DU0068
 DU0068.The modeled gravity was interpolated from observed gravity values.
 DU0068
 DU0068;                    North         East    Units  Estimated Accuracy
 DU0068;SPC AZ E     -   285,330.      213,770.      MT  (+/- 180 meters Scaled)
 DU0068
 DU0068                          SUPERSEDED SURVEY CONTROL
 DU0068
 DU0068  NGVD 29 (??/??/92) 1607.927  (m)         5275.34   (f) ADJ UNCH    2 0
 DU0068
 DU0068.Superseded values are not recommended for survey control.
 DU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0068.See file dsdata.txt to determine how the superseded data were derived.
 DU0068
 DU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC777151(NAD 83)
 DU0068_MARKER: DB = BENCH MARK DISK
 DU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0068_STAMPING: E 123 1935
 DU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0068+STABILITY: SURFACE MOTION
 DU0068
 DU0068  HISTORY     - Date     Condition        Report By
 DU0068  HISTORY     - 1935     MONUMENTED       CGS
 DU0068
 DU0068                          STATION DESCRIPTION
 DU0068
 DU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0068'3.9 MI NW FROM WARM SPRING.
 DU0068'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0068'COUNTY, 10.2 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 150 FEET
 DU0068'SOUTH OF THE CENTER OF A CURVE, AND 35 FEET WEST OF THE CENTERLINE OF
 DU0068'THE ROAD.  A STANDARD DISK, STAMPED E 123 1935 AND SET IN THE TOP OF A
 DU0068'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0481 ***********************************************************************
 FR0481  DESIGNATION -  E 124
 FR0481  PID         -  FR0481
 FR0481  STATE/COUNTY-  AZ/MOHAVE
 FR0481  USGS QUAD   -  ANTARES (1980)
 FR0481
 FR0481                         *CURRENT SURVEY CONTROL
 FR0481  ___________________________________________________________________
 FR0481* NAD 83(1986)-  35 24 59.     (N)    113 47 40.     (W)     SCALED    
 FR0481* NAVD 88     -      1098.987  (meters)    3605.59   (feet)  ADJUSTED  
 FR0481  ___________________________________________________________________
 FR0481  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FR0481  DYNAMIC HT  -        1097.682 (meters)    3601.31  (feet)  COMP
 FR0481  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FR0481
 FR0481  VERT ORDER  -  FIRST     CLASS I
 FR0481
 FR0481.The horizontal coordinates were scaled from a topographic map and have
 FR0481.an estimated accuracy of +/- 6 seconds.
 FR0481
 FR0481.The orthometric height was determined by differential leveling
 FR0481.and adjusted by the National Geodetic Survey in June 1991..
 FR0481
 FR0481.The geoid height was determined by GEOID03.
 FR0481
 FR0481.The dynamic height is computed by dividing the NAVD 88
 FR0481.geopotential number by the normal gravity value computed on the
 FR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0481.degrees latitude (g = 980.6199 gals.).
 FR0481
 FR0481.The modeled gravity was interpolated from observed gravity values.
 FR0481
 FR0481;                    North         East    Units  Estimated Accuracy
 FR0481;SPC AZ W     -   489,780.      209,320.      MT  (+/- 180 meters Scaled)
 FR0481
 FR0481                          SUPERSEDED SURVEY CONTROL
 FR0481
 FR0481  NGVD 29 (??/??/92) 1098.181  (m)         3602.95   (f) ADJ UNCH    1 1
 FR0481
 FR0481.Superseded values are not recommended for survey control.
 FR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0481.See file dsdata.txt to determine how the superseded data were derived.
 FR0481
 FR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE462228(NAD 83)
 FR0481_MARKER: DB = BENCH MARK DISK
 FR0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0481_STAMPING: E 124 1935
 FR0481_MARK LOGO: CGS   
 FR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0481+STABILITY: SURFACE MOTION
 FR0481
 FR0481  HISTORY     - Date     Condition        Report By
 FR0481  HISTORY     - 1935     MONUMENTED       CGS
 FR0481  HISTORY     - 1940     GOOD             NGS
 FR0481  HISTORY     - 1961     GOOD             NGS
 FR0481  HISTORY     - 1982     GOOD             NGS
 FR0481
 FR0481                          STATION DESCRIPTION
 FR0481
 FR0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0481'5.1 MI NW FROM HACKBERRY.
 FR0481'5.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0481'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.9 MILE EAST OF THE
 FR0481'STATION SIGN AT ANTARES, 80 FEET EAST OF MILEPOST 494, AT CONCRETE
 FR0481'CULVERT E 494, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 12
 FR0481'FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN
 FR0481'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 124 1935.
 FR0481
 FR0481                          STATION RECOVERY (1961)
 FR0481
 FR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0481'RECOVERED IN GOOD CONDITION.
 FR0481
 FR0481                          STATION RECOVERY (1982)
 FR0481
 FR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0461 ***********************************************************************
 FS0461  DESIGNATION -  E 126
 FS0461  PID         -  FS0461
 FS0461  STATE/COUNTY-  AZ/MOHAVE
 FS0461  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0461
 FS0461                         *CURRENT SURVEY CONTROL
 FS0461  ___________________________________________________________________
 FS0461* NAD 83(1986)-  35 55 36.     (N)    114 06 11.     (W)     SCALED    
 FS0461* NAVD 88     -      1134.896  (meters)    3723.40   (feet)  POSTED    
 FS0461  ___________________________________________________________________
 FS0461  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FS0461  DYNAMIC HT  -        1133.630 (meters)    3719.25  (feet)  COMP
 FS0461  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 FS0461
 FS0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0461
 FS0461.The horizontal coordinates were scaled from a topographic map and have
 FS0461.an estimated accuracy of +/- 6 seconds.
 FS0461
 FS0461.The orthometric height was determined by differential leveling
 FS0461.and adjusted by the National Geodetic Survey in 1992..
 FS0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0461.rate of 0.0 thru 1.0 mm/km.
 FS0461
 FS0461.The geoid height was determined by GEOID03.
 FS0461
 FS0461.The dynamic height is computed by dividing the NAVD 88
 FS0461.geopotential number by the normal gravity value computed on the
 FS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0461.degrees latitude (g = 980.6199 gals.).
 FS0461
 FS0461.The modeled gravity was interpolated from observed gravity values.
 FS0461
 FS0461;                    North         East    Units  Estimated Accuracy
 FS0461;SPC AZ W     -   546,450.      181,500.      MT  (+/- 180 meters Scaled)
 FS0461
 FS0461                          SUPERSEDED SURVEY CONTROL
 FS0461
 FS0461  NGVD 29 (??/??/92) 1134.150  (m)         3720.96   (f) ADJ UNCH    1 1
 FS0461
 FS0461.Superseded values are not recommended for survey control.
 FS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0461.See file dsdata.txt to determine how the superseded data were derived.
 FS0461
 FS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV613796(NAD 83)
 FS0461_MARKER: DB = BENCH MARK DISK
 FS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0461_STAMPING: E 126 1935
 FS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0461+STABILITY: SURFACE MOTION
 FS0461
 FS0461  HISTORY     - Date     Condition        Report By
 FS0461  HISTORY     - 1935     MONUMENTED       CGS
 FS0461  HISTORY     - 1950     GOOD             NGS
 FS0461  HISTORY     - 1986     GOOD             USPSQD
 FS0461
 FS0461                          STATION DESCRIPTION
 FS0461
 FS0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0461'15.9 MI S FROM PIERCES FERRY.
 FS0461'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0461'RANGER STATION AT PIERCES FERRY, THENCE 2.5 MILES SOUTH ALONG
 FS0461'A DIRT ROAD, 0.3 MILE NORTH OF A LARGE ADOBE BUILDING, 72 FEET
 FS0461'NORTHWEST OF THE APPROXIMATE CENTER OF A WASH, 14 FEET EAST
 FS0461'OF THE CENTER LINE OF THE ROAD, 2.9 FEET WEST OF A WITNESS POST,
 FS0461'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0461'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0461
 FS0461                          STATION RECOVERY (1986)
 FS0461
 FS0461'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0395 ***********************************************************************
 GR0395  DESIGNATION -  E 127
 GR0395  PID         -  GR0395
 GR0395  STATE/COUNTY-  AZ/MOHAVE
 GR0395  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0395
 GR0395                         *CURRENT SURVEY CONTROL
 GR0395  ___________________________________________________________________
 GR0395* NAD 83(1986)-  36 06 54.     (N)    114 02 00.     (W)     SCALED    
 GR0395* NAVD 88     -       544.699  (meters)    1787.07   (feet)  POSTED    
 GR0395  ___________________________________________________________________
 GR0395  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR0395  DYNAMIC HT  -         544.130 (meters)    1785.20  (feet)  COMP
 GR0395  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 GR0395
 GR0395  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0395
 GR0395.The horizontal coordinates were scaled from a topographic map and have
 GR0395.an estimated accuracy of +/- 6 seconds.
 GR0395
 GR0395.The orthometric height was determined by differential leveling
 GR0395.and adjusted by the National Geodetic Survey in 1992..
 GR0395.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0395.rate of 0.0 thru 1.0 mm/km.
 GR0395
 GR0395.The geoid height was determined by GEOID03.
 GR0395
 GR0395.The dynamic height is computed by dividing the NAVD 88
 GR0395.geopotential number by the normal gravity value computed on the
 GR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0395.degrees latitude (g = 980.6199 gals.).
 GR0395
 GR0395.The modeled gravity was interpolated from observed gravity values.
 GR0395
 GR0395;                    North         East    Units  Estimated Accuracy
 GR0395;SPC AZ W     -   567,330.      187,850.      MT  (+/- 180 meters Scaled)
 GR0395
 GR0395                          SUPERSEDED SURVEY CONTROL
 GR0395
 GR0395  NGVD 29 (??/??/92)  544.001  (m)         1784.78   (f) ADJ UNCH    1 1
 GR0395
 GR0395.Superseded values are not recommended for survey control.
 GR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0395.See file dsdata.txt to determine how the superseded data were derived.
 GR0395
 GR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA670007(NAD 83)
 GR0395_MARKER: DB = BENCH MARK DISK
 GR0395_SETTING: 80 = SET IN A BOULDER
 GR0395_SP_SET: BOULDER
 GR0395_STAMPING: E 127 1935
 GR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0395+STABILITY: SURFACE MOTION
 GR0395
 GR0395  HISTORY     - Date     Condition        Report By
 GR0395  HISTORY     - 1935     MONUMENTED       CGS
 GR0395  HISTORY     - 1950     GOOD             NGS
 GR0395
 GR0395                          STATION DESCRIPTION
 GR0395
 GR0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0395'1.8 MI SW FROM PIERCES FERRY.
 GR0395'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0395'STATION AT PIERCES FERRY, THENCE 1.3 MILES SOUTHWEST ALONG AN OLD
 GR0395'ABANDONED ROAD, IN THE TOP OF THE SOUTHEAST ONE OF TWO DOME-SHAPED
 GR0395'BOULDERS, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 GR0395'WEST OF THE APPROXIMATE CENTER OF A WASH, AND ABOUT 6 FEET HIGHER THAN
 GR0395'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0435 ***********************************************************************
 FS0435  DESIGNATION -  E 128
 FS0435  PID         -  FS0435
 FS0435  STATE/COUNTY-  AZ/MOHAVE
 FS0435  USGS QUAD   -  GOLD BASIN (1989)
 FS0435
 FS0435                         *CURRENT SURVEY CONTROL
 FS0435  ___________________________________________________________________
 FS0435* NAD 83(1986)-  35 51 08.     (N)    114 09 52.     (W)     SCALED    
 FS0435* NAVD 88     -       802.622  (meters)    2633.27   (feet)  POSTED    
 FS0435  ___________________________________________________________________
 FS0435  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0435  DYNAMIC HT  -         801.750 (meters)    2630.41  (feet)  COMP
 FS0435  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 FS0435
 FS0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0435
 FS0435.The horizontal coordinates were scaled from a topographic map and have
 FS0435.an estimated accuracy of +/- 6 seconds.
 FS0435
 FS0435.The orthometric height was determined by differential leveling
 FS0435.and adjusted by the National Geodetic Survey in 1992..
 FS0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0435.rate of 0.0 thru 1.0 mm/km.
 FS0435
 FS0435.The geoid height was determined by GEOID03.
 FS0435
 FS0435.The dynamic height is computed by dividing the NAVD 88
 FS0435.geopotential number by the normal gravity value computed on the
 FS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0435.degrees latitude (g = 980.6199 gals.).
 FS0435
 FS0435.The modeled gravity was interpolated from observed gravity values.
 FS0435
 FS0435;                    North         East    Units  Estimated Accuracy
 FS0435;SPC AZ W     -   538,220.      175,930.      MT  (+/- 180 meters Scaled)
 FS0435
 FS0435                          SUPERSEDED SURVEY CONTROL
 FS0435
 FS0435  NGVD 29 (??/??/92)  801.905  (m)         2630.92   (f) ADJ UNCH    1 1
 FS0435
 FS0435.Superseded values are not recommended for survey control.
 FS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0435.See file dsdata.txt to determine how the superseded data were derived.
 FS0435
 FS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV560712(NAD 83)
 FS0435_MARKER: DB = BENCH MARK DISK
 FS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0435_STAMPING: E 128 1935
 FS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0435+STABILITY: SURFACE MOTION
 FS0435
 FS0435  HISTORY     - Date     Condition        Report By
 FS0435  HISTORY     - 1935     MONUMENTED       CGS
 FS0435  HISTORY     - 1950     GOOD             NGS
 FS0435  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0435  HISTORY     - 19870127 GOOD             USPSQD
 FS0435
 FS0435                          STATION DESCRIPTION
 FS0435
 FS0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0435'13.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0435'13.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0435'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 1.15 MILES NORTHWEST
 FS0435'OF BENCH MARK D 128, ON THE WEST BANK OF HUALPAI WASH, ACROSS
 FS0435'THE WASH FROM A POINT WHERE THE EAST BANK OF THE WASH IS ABOUT
 FS0435'8 FEET HIGH, ABOUT 100 YARDS SOUTHWEST OF THE CENTER LINE OF THE
 FS0435'ROAD, 115 FEET WEST OF THE EAST BANK OF THE WASH, ABOUT 2 FEET
 FS0435'HIGHER THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE
 FS0435'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0435
 FS0435                          STATION RECOVERY (1959)
 FS0435
 FS0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0435'MARK NOT FOUND.
 FS0435
 FS0435                          STATION RECOVERY (1987)
 FS0435
 FS0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0407 ***********************************************************************
 FS0407  DESIGNATION -  E 129
 FS0407  PID         -  FS0407
 FS0407  STATE/COUNTY-  AZ/MOHAVE
 FS0407  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0407
 FS0407                         *CURRENT SURVEY CONTROL
 FS0407  ___________________________________________________________________
 FS0407* NAD 83(1986)-  35 59 57.     (N)    114 08 21.     (W)     SCALED    
 FS0407* NAVD 88     -       420.315  (meters)    1378.98   (feet)  POSTED    
 FS0407  ___________________________________________________________________
 FS0407  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0407  DYNAMIC HT  -         419.890 (meters)    1377.59  (feet)  COMP
 FS0407  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FS0407
 FS0407  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0407
 FS0407.The horizontal coordinates were scaled from a topographic map and have
 FS0407.an estimated accuracy of +/- 6 seconds.
 FS0407
 FS0407.The orthometric height was determined by differential leveling
 FS0407.and adjusted by the National Geodetic Survey in 1992..
 FS0407.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0407.rate of 4.1 thru 8.0 mm/km.
 FS0407
 FS0407.The geoid height was determined by GEOID03.
 FS0407
 FS0407.The dynamic height is computed by dividing the NAVD 88
 FS0407.geopotential number by the normal gravity value computed on the
 FS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0407.degrees latitude (g = 980.6199 gals.).
 FS0407
 FS0407.The modeled gravity was interpolated from observed gravity values.
 FS0407
 FS0407;                    North         East    Units  Estimated Accuracy
 FS0407;SPC AZ W     -   554,510.      178,270.      MT  (+/- 180 meters Scaled)
 FS0407
 FS0407                          SUPERSEDED SURVEY CONTROL
 FS0407
 FS0407  NGVD 29 (??/??/92)  419.691  (m)         1376.94   (f) ADJ UNCH    1 1
 FS0407
 FS0407.Superseded values are not recommended for survey control.
 FS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0407.See file dsdata.txt to determine how the superseded data were derived.
 FS0407
 FS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV578876(NAD 83)
 FS0407_MARKER: DB = BENCH MARK DISK
 FS0407_SETTING: 80 = SET IN A BOULDER
 FS0407_SP_SET: BOULDER
 FS0407_STAMPING: E 129 1935
 FS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0407+STABILITY: SURFACE MOTION
 FS0407
 FS0407  HISTORY     - Date     Condition        Report By
 FS0407  HISTORY     - 1935     MONUMENTED       CGS
 FS0407  HISTORY     - 1950     GOOD             NGS
 FS0407  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0407  HISTORY     - 19870220 GOOD             USPSQD
 FS0407
 FS0407                          STATION DESCRIPTION
 FS0407
 FS0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0407'1.4 MI S FROM MOUTH OF HUALPAI WASH.
 FS0407'1.4 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0407'WASH ON THE SOUTH SHORE OF LAKE MEAD, 132 FEET WEST OF THE CENTER
 FS0407'LINE OF THE ROAD, IN THE TOP OF A WHITE OUTCROP IN THE WASH, 10
 FS0407'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE ROUND 15-FOOT-HIGH
 FS0407'BOULDER, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 FS0407'WHITE PAINTED LETTERS B M.
 FS0407
 FS0407                          STATION RECOVERY (1959)
 FS0407
 FS0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0407'MARK NOT FOUND.
 FS0407
 FS0407                          STATION RECOVERY (1987)
 FS0407
 FS0407'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0115 ***********************************************************************
 GQ0115  DESIGNATION -  E 130
 GQ0115  PID         -  GQ0115
 GQ0115  STATE/COUNTY-  AZ/MOHAVE
 GQ0115  USGS QUAD   -  GYP HILLS (1971)
 GQ0115
 GQ0115                         *CURRENT SURVEY CONTROL
 GQ0115  ___________________________________________________________________
 GQ0115* NAD 83(1986)-  36 16 13.     (N)    113 54 59.     (W)     SCALED    
 GQ0115* NAVD 88     -       563.917  (meters)    1850.12   (feet)  POSTED    
 GQ0115  ___________________________________________________________________
 GQ0115  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GQ0115  DYNAMIC HT  -         563.330 (meters)    1848.19  (feet)  COMP
 GQ0115  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 GQ0115
 GQ0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0115
 GQ0115.The horizontal coordinates were scaled from a topographic map and have
 GQ0115.an estimated accuracy of +/- 6 seconds.
 GQ0115
 GQ0115.The orthometric height was determined by differential leveling
 GQ0115.and adjusted by the National Geodetic Survey in 1992..
 GQ0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0115.rate of 0.0 thru 1.0 mm/km.
 GQ0115
 GQ0115.The geoid height was determined by GEOID03.
 GQ0115
 GQ0115.The dynamic height is computed by dividing the NAVD 88
 GQ0115.geopotential number by the normal gravity value computed on the
 GQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0115.degrees latitude (g = 980.6199 gals.).
 GQ0115
 GQ0115.The modeled gravity was interpolated from observed gravity values.
 GQ0115
 GQ0115;                    North         East    Units  Estimated Accuracy
 GQ0115;SPC AZ W     -   584,530.      198,410.      MT  (+/- 180 meters Scaled)
 GQ0115
 GQ0115                          SUPERSEDED SURVEY CONTROL
 GQ0115
 GQ0115  NGVD 29 (??/??/92)  563.225  (m)         1847.85   (f) ADJ UNCH    1 1
 GQ0115
 GQ0115.Superseded values are not recommended for survey control.
 GQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0115.See file dsdata.txt to determine how the superseded data were derived.
 GQ0115
 GQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF380178(NAD 83)
 GQ0115_MARKER: DB = BENCH MARK DISK
 GQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0115_STAMPING: E 130 1935
 GQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0115+STABILITY: SURFACE MOTION
 GQ0115
 GQ0115  HISTORY     - Date     Condition        Report By
 GQ0115  HISTORY     - 1935     MONUMENTED       CGS
 GQ0115  HISTORY     - 1950     GOOD             NGS
 GQ0115
 GQ0115                          STATION DESCRIPTION
 GQ0115
 GQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0115'51.6 MI SE FROM RIVERSIDE, NV.
 GQ0115'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0115'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0115'THENCE 11.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0115'FERRY ROAD, AT A POINT WHERE THE ROAD LEAVES THE WASH, ABOUT 35 FEET
 GQ0115'NORTHWEST OF THE APPROXIMATE CENTER OF A RIDGE, 35 FEET EAST OF THE
 GQ0115'EAST BANK OF THE WASH, 32 FEET NORTH OF A LARGE CONGLOMERATE BOULDER,
 GQ0115'12 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A
 GQ0115'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GQ0115'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0320 ***********************************************************************
 ET0320  DESIGNATION -  E 131
 ET0320  PID         -  ET0320
 ET0320  STATE/COUNTY-  AZ/YAVAPAI
 ET0320  USGS QUAD   -  MAYER (1974)
 ET0320
 ET0320                         *CURRENT SURVEY CONTROL
 ET0320  ___________________________________________________________________
 ET0320* NAD 83(1986)-  34 29 53.     (N)    112 08 10.     (W)     SCALED    
 ET0320* NAVD 88     -      1352.29   (+/-2cm)    4436.6    (feet)  VERTCON   
 ET0320  ___________________________________________________________________
 ET0320  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0320
 ET0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0320
 ET0320.The horizontal coordinates were scaled from a topographic map and have
 ET0320.an estimated accuracy of +/- 6 seconds.
 ET0320
 ET0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0320.The vertical order pertains to the NGVD 29 superseded value.
 ET0320
 ET0320.The geoid height was determined by GEOID03.
 ET0320
 ET0320;                    North         East    Units  Estimated Accuracy
 ET0320;SPC AZ C     -   387,920.      193,210.      MT  (+/- 180 meters Scaled)
 ET0320
 ET0320                          SUPERSEDED SURVEY CONTROL
 ET0320
 ET0320  NGVD 29 (??/??/92) 1351.509  (m)         4434.08   (f) ADJ UNCH    2 0
 ET0320
 ET0320.Superseded values are not recommended for survey control.
 ET0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0320.See file dsdata.txt to determine how the superseded data were derived.
 ET0320
 ET0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD956179(NAD 83)
 ET0320_MARKER: DB = BENCH MARK DISK
 ET0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0320_STAMPING: E 131 1935
 ET0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0320+STABILITY: SURFACE MOTION
 ET0320
 ET0320  HISTORY     - Date     Condition        Report By
 ET0320  HISTORY     - 1935     MONUMENTED       CGS
 ET0320
 ET0320                          STATION DESCRIPTION
 ET0320
 ET0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0320'5.3 MI E FROM DEWEY.
 ET0320'5.3 MILES EAST ALONG A ROAD FROM DEWEY, YAVAPAI COUNTY, THENCE 4.0
 ET0320'MILES SOUTHEAST ALONG THE DUGAS ROAD, 0.2 MILE SOUTHEAST OF THE
 ET0320'JUNCTION OF A ROAD LEADING TO THE ALPINE RANCH, 0.1 MILE NORTHWEST OF
 ET0320'THE CROSSING OVER A WASH, AND 34 FEET NORTHEAST OF THE CENTERLINE OF
 ET0320'THE ROAD.  A STANDARD DISK, STAMPED E 131 1935 AND SET IN THE TOP OF A
 ET0320'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0351 ***********************************************************************
 ES0351  DESIGNATION -  E 132
 ES0351  PID         -  ES0351
 ES0351  STATE/COUNTY-  AZ/YAVAPAI
 ES0351  USGS QUAD   -  DUGAS (1967)
 ES0351
 ES0351                         *CURRENT SURVEY CONTROL
 ES0351  ___________________________________________________________________
 ES0351* NAD 83(1986)-  34 22 26.     (N)    111 59 33.     (W)     SCALED    
 ES0351* NAVD 88     -      1232.74   (+/-2cm)    4044.4    (feet)  VERTCON   
 ES0351  ___________________________________________________________________
 ES0351  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0351
 ES0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0351
 ES0351.The horizontal coordinates were scaled from a topographic map and have
 ES0351.an estimated accuracy of +/- 6 seconds.
 ES0351
 ES0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0351.The vertical order pertains to the NGVD 29 superseded value.
 ES0351
 ES0351.The geoid height was determined by GEOID03.
 ES0351
 ES0351;                    North         East    Units  Estimated Accuracy
 ES0351;SPC AZ C     -   374,130.      206,390.      MT  (+/- 180 meters Scaled)
 ES0351
 ES0351                          SUPERSEDED SURVEY CONTROL
 ES0351
 ES0351  NGVD 29 (??/??/92) 1232.016  (m)         4042.04   (f) ADJ UNCH    2 0
 ES0351
 ES0351.Superseded values are not recommended for survey control.
 ES0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0351.See file dsdata.txt to determine how the superseded data were derived.
 ES0351
 ES0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD087040(NAD 83)
 ES0351_MARKER: DB = BENCH MARK DISK
 ES0351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES0351_STAMPING: E 132 1935
 ES0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0351
 ES0351  HISTORY     - Date     Condition        Report By
 ES0351  HISTORY     - 1935     MONUMENTED       CGS
 ES0351  HISTORY     - 1952     GOOD             NGS
 ES0351
 ES0351                          STATION DESCRIPTION
 ES0351
 ES0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0351'1.5 MI W FROM DUGAS RANCH.
 ES0351'1.5 MILES WEST ALONG A COUNTY ROAD FROM DUGAS RANCH, 0.15 MILE EAST OF
 ES0351'A SMALL CREEK, 92 FEET SOUTHEAST OF THE JUNCTION, 60 FEET SOUTHWEST OF
 ES0351'THE SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT, 58 FEET SOUTH OF THE
 ES0351'CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF THE FENCE, 2.2 FEET
 ES0351'NORTHEAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND
 ES0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 ES0351'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0611 ***********************************************************************
 GR0611  DESIGNATION -  E 134
 GR0611  PID         -  GR0611
 GR0611  STATE/COUNTY-  AZ/MOHAVE
 GR0611  USGS QUAD   -  HOOVER DAM (1997)
 GR0611
 GR0611                         *CURRENT SURVEY CONTROL
 GR0611  ___________________________________________________________________
 GR0611* NAD 83(1986)-  36 00 10.     (N)    114 43 48.     (W)     SCALED    
 GR0611* NAVD 88     -       297.585  (meters)     976.33   (feet)  POSTED    
 GR0611  ___________________________________________________________________
 GR0611  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0611  DYNAMIC HT  -         297.290 (meters)     975.36  (feet)  COMP
 GR0611  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 GR0611
 GR0611  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0611
 GR0611.The horizontal coordinates were scaled from a topographic map and have
 GR0611.an estimated accuracy of +/- 6 seconds.
 GR0611
 GR0611.The orthometric height was determined by differential leveling
 GR0611.and adjusted by the National Geodetic Survey in 1992..
 GR0611.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0611.rate greater than 8.0 mm/km.
 GR0611
 GR0611.The geoid height was determined by GEOID03.
 GR0611
 GR0611.The dynamic height is computed by dividing the NAVD 88
 GR0611.geopotential number by the normal gravity value computed on the
 GR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0611.degrees latitude (g = 980.6199 gals.).
 GR0611
 GR0611.The modeled gravity was interpolated from observed gravity values.
 GR0611
 GR0611;                    North         East    Units  Estimated Accuracy
 GR0611;SPC AZ W     -   555,280.      125,010.      MT  (+/- 180 meters Scaled)
 GR0611
 GR0611                          SUPERSEDED SURVEY CONTROL
 GR0611
 GR0611  NGVD 29 (??/??/92)  296.890  (m)          974.05   (f) ADJ UNCH    1 1
 GR0611
 GR0611.Superseded values are not recommended for survey control.
 GR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0611.See file dsdata.txt to determine how the superseded data were derived.
 GR0611
 GR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV045866(NAD 83)
 GR0611_MARKER: DB = BENCH MARK DISK
 GR0611_SETTING: 66 = SET IN ROCK OUTCROP
 GR0611_SP_SET: LEDGE
 GR0611_STAMPING: E 134 1935
 GR0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0611+STABILITY: POSITION/ELEVATION WELL
 GR0611
 GR0611  HISTORY     - Date     Condition        Report By
 GR0611  HISTORY     - 1935     MONUMENTED       CGS
 GR0611  HISTORY     - 1950     GOOD             NGS
 GR0611  HISTORY     - 1963     GOOD             NGS
 GR0611
 GR0611                          STATION DESCRIPTION
 GR0611
 GR0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0611'2.8 MI S FROM HOOVER DAM.
 GR0611'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0611'(ARIZONA) END OF HOOVER DAM, THENCE 0.8 MILE WEST ALONG AN ABANDONED
 GR0611'HOOVER DAM CONSTRUCTION ROAD, AT THE POINT WHERE THE ROAD DESCENDS A
 GR0611'STEEP GRADE AND ENTERS A WASH WITH HIGH ROCK WALLS, IN THE TOP OF A
 GR0611'LEDGE, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5
 GR0611'FEET HIGHER THAN THE ROAD.
 GR0611
 GR0611                          STATION RECOVERY (1963)
 GR0611
 GR0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0076 ***********************************************************************
 FS0076  DESIGNATION -  E 135
 FS0076  PID         -  FS0076
 FS0076  STATE/COUNTY-  AZ/MOHAVE
 FS0076  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0076
 FS0076                         *CURRENT SURVEY CONTROL
 FS0076  ___________________________________________________________________
 FS0076* NAD 83(1986)-  35 55 32.     (N)    114 37 58.     (W)     SCALED    
 FS0076* NAVD 88     -       648.041  (meters)    2126.11   (feet)  ADJUSTED  
 FS0076  ___________________________________________________________________
 FS0076  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS0076  DYNAMIC HT  -         647.385 (meters)    2123.96  (feet)  COMP
 FS0076  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FS0076
 FS0076  VERT ORDER  -  FIRST     CLASS I
 FS0076
 FS0076.The horizontal coordinates were scaled from a topographic map and have
 FS0076.an estimated accuracy of +/- 6 seconds.
 FS0076
 FS0076.The orthometric height was determined by differential leveling
 FS0076.and adjusted by the National Geodetic Survey in June 1991..
 FS0076
 FS0076.The geoid height was determined by GEOID03.
 FS0076
 FS0076.The dynamic height is computed by dividing the NAVD 88
 FS0076.geopotential number by the normal gravity value computed on the
 FS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0076.degrees latitude (g = 980.6199 gals.).
 FS0076
 FS0076.The modeled gravity was interpolated from observed gravity values.
 FS0076
 FS0076;                    North         East    Units  Estimated Accuracy
 FS0076;SPC AZ W     -   546,630.      133,700.      MT  (+/- 180 meters Scaled)
 FS0076
 FS0076                          SUPERSEDED SURVEY CONTROL
 FS0076
 FS0076  NGVD 29 (??/??/92)  647.338  (m)         2123.81   (f) ADJ UNCH    1 1
 FS0076
 FS0076.Superseded values are not recommended for survey control.
 FS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0076.See file dsdata.txt to determine how the superseded data were derived.
 FS0076
 FS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV135782(NAD 83)
 FS0076_MARKER: DB = BENCH MARK DISK
 FS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0076_STAMPING: E 135 1935
 FS0076_MARK LOGO: CGS   
 FS0076_PROJECTION: PROJECTING 17 CENTIMETERS
 FS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0076+STABILITY: SURFACE MOTION
 FS0076
 FS0076  HISTORY     - Date     Condition        Report By
 FS0076  HISTORY     - 1935     MONUMENTED       CGS
 FS0076  HISTORY     - 1950     GOOD             NGS
 FS0076  HISTORY     - 1963     GOOD             NGS
 FS0076  HISTORY     - 1981     GOOD             NGS
 FS0076
 FS0076                          STATION DESCRIPTION
 FS0076
 FS0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0076'9.8 MI SE FROM HOOVER DAM.
 FS0076'9.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0076'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 10,
 FS0076'ON THE TOP OF A RIDGE BETWEEN TWO DRY WASHES, 86 1/2 FEET SOUTHEAST
 FS0076'OF THE NORTHWEST END OF A GUARD RAIL, 35.7 FEET NORTHEAST OF THE
 FS0076'CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 FS0076'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0076'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0076
 FS0076                          STATION RECOVERY (1963)
 FS0076
 FS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0076'RECOVERED IN GOOD CONDITION.
 FS0076
 FS0076                          STATION RECOVERY (1981)
 FS0076
 FS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0076'15.5 KM (9.65 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0076'OF HOOVER DAM, ON TOP OF A RIDGE BETWEEN TWO DRY WASHES, 42.4 METERS
 FS0076'(139 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS
 FS0076'(38 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 35.1
 FS0076'METERS (115 FT) EAST OF THE SOUTH END OF A CUT, 140.2 METERS (460 FT)
 FS0076'NORTH OF THE NORTHEAST CORNER OF A LARGE DOUBLE BOX CULVERT.
 FS0076'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0076'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0253 ***********************************************************************
 DT0253  DESIGNATION -  E 136
 DT0253  PID         -  DT0253
 DT0253  STATE/COUNTY-  AZ/APACHE
 DT0253  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0253
 DT0253                         *CURRENT SURVEY CONTROL
 DT0253  ___________________________________________________________________
 DT0253* NAD 83(1986)-  33 53 20.     (N)    109 27 40.     (W)     SCALED    
 DT0253* NAVD 88     -      2699.753  (meters)    8857.44   (feet)  ADJUSTED  
 DT0253  ___________________________________________________________________
 DT0253  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0253  DYNAMIC HT  -        2695.189 (meters)    8842.47  (feet)  COMP
 DT0253  MODELED GRAV-     978,847.7   (mgal)                       NAVD 88
 DT0253
 DT0253  VERT ORDER  -  SECOND    CLASS 0
 DT0253
 DT0253.The horizontal coordinates were scaled from a topographic map and have
 DT0253.an estimated accuracy of +/- 6 seconds.
 DT0253
 DT0253.The orthometric height was determined by differential leveling
 DT0253.and adjusted by the National Geodetic Survey in June 1991..
 DT0253
 DT0253.The geoid height was determined by GEOID03.
 DT0253
 DT0253.The dynamic height is computed by dividing the NAVD 88
 DT0253.geopotential number by the normal gravity value computed on the
 DT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0253.degrees latitude (g = 980.6199 gals.).
 DT0253
 DT0253.The modeled gravity was interpolated from observed gravity values.
 DT0253
 DT0253;                    North         East    Units  Estimated Accuracy
 DT0253;SPC AZ E     -   320,560.      278,620.      MT  (+/- 180 meters Scaled)
 DT0253
 DT0253                          SUPERSEDED SURVEY CONTROL
 DT0253
 DT0253  NGVD 29 (??/??/92) 2698.473  (m)         8853.24   (f) ADJ UNCH    2 0
 DT0253
 DT0253.Superseded values are not recommended for survey control.
 DT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0253.See file dsdata.txt to determine how the superseded data were derived.
 DT0253
 DT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC423509(NAD 83)
 DT0253_MARKER: DB = BENCH MARK DISK
 DT0253_SETTING: 66 = SET IN ROCK OUTCROP
 DT0253_SP_SET: LARGE ROCK
 DT0253_STAMPING: E-136 1935
 DT0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0253+STABILITY: POSITION/ELEVATION WELL
 DT0253
 DT0253  HISTORY     - Date     Condition        Report By
 DT0253  HISTORY     - 1935     MONUMENTED       CGS
 DT0253
 DT0253                          STATION DESCRIPTION
 DT0253
 DT0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0253'0.8 MI NE FROM THOMPSON RANCH.
 DT0253'0.8 MI NE ALONG ROAD TO SPRINGERVILLE AND VOIGT RANCH ON THE ROAD TO
 DT0253'SPRINGERVILLE, 0.3 MI SW OF A CREEK CROSSING, ABOUT 100 YDS S OF A
 DT0253'SMALL CREEK, 29 FT N OF THE CENTERLINE OF THE ROAD, IN A LARGE ROCK
 DT0253'ABOUT 3 FEET HIGH, AND SET ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0282 ***********************************************************************
 DT0282  DESIGNATION -  E 137
 DT0282  PID         -  DT0282
 DT0282  STATE/COUNTY-  AZ/GREENLEE
 DT0282  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0282
 DT0282                         *CURRENT SURVEY CONTROL
 DT0282  ___________________________________________________________________
 DT0282* NAD 83(1986)-  33 42 35.     (N)    109 15 19.     (W)     SCALED    
 DT0282* NAVD 88     -      2367.607  (meters)    7767.72   (feet)  ADJUSTED  
 DT0282  ___________________________________________________________________
 DT0282  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DT0282  DYNAMIC HT  -        2363.742 (meters)    7755.04  (feet)  COMP
 DT0282  MODELED GRAV-     978,918.6   (mgal)                       NAVD 88
 DT0282
 DT0282  VERT ORDER  -  SECOND    CLASS 0
 DT0282
 DT0282.The horizontal coordinates were scaled from a topographic map and have
 DT0282.an estimated accuracy of +/- 6 seconds.
 DT0282
 DT0282.The orthometric height was determined by differential leveling
 DT0282.and adjusted by the National Geodetic Survey in June 1991..
 DT0282
 DT0282.The geoid height was determined by GEOID03.
 DT0282
 DT0282.The dynamic height is computed by dividing the NAVD 88
 DT0282.geopotential number by the normal gravity value computed on the
 DT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0282.degrees latitude (g = 980.6199 gals.).
 DT0282
 DT0282.The modeled gravity was interpolated from observed gravity values.
 DT0282
 DT0282;                    North         East    Units  Estimated Accuracy
 DT0282;SPC AZ E     -   300,830.      297,840.      MT  (+/- 180 meters Scaled)
 DT0282
 DT0282                          SUPERSEDED SURVEY CONTROL
 DT0282
 DT0282  NGVD 29 (??/??/92) 2366.54   (m)         7764.2    (f) COMPUTED    2 0
 DT0282
 DT0282.Superseded values are not recommended for survey control.
 DT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0282.See file dsdata.txt to determine how the superseded data were derived.
 DT0282
 DT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC616313(NAD 83)
 DT0282_MARKER: DB = BENCH MARK DISK
 DT0282_SETTING: 66 = SET IN ROCK OUTCROP
 DT0282_SP_SET: ROCK OUTCROP
 DT0282_STAMPING: E-137 1935
 DT0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0282+STABILITY: POSITION/ELEVATION WELL
 DT0282
 DT0282  HISTORY     - Date     Condition        Report By
 DT0282  HISTORY     - 1935     MONUMENTED       CGS
 DT0282  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0282
 DT0282                          STATION DESCRIPTION
 DT0282
 DT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0282'2.7 MI NW FROM BEAVERHEAD LODGE.
 DT0282'2.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE INSIDE OF A SMALL
 DT0282'CURVE, ABOUT 33 FT N OF THE CENTERLINE OF THE ROAD, 18 FT S OF A SMALL
 DT0282'PINE TREE, SET IN ROCK OUTCROP ABOUT 2 FT HIGH AND ABOUT LEVEL WITH
 DT0282'THE ROAD SURFACE.
 DT0282
 DT0282                          STATION RECOVERY (2005)
 DT0282
 DT0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0282'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0459 ***********************************************************************
 CY0459  DESIGNATION -  E 14
 CY0459  PID         -  CY0459
 CY0459  STATE/COUNTY-  AZ/COCHISE
 CY0459  USGS QUAD   -  FISHER HILLS (1979)
 CY0459
 CY0459                         *CURRENT SURVEY CONTROL
 CY0459  ___________________________________________________________________
 CY0459* NAD 83(1986)-  32 24 42.     (N)    109 31 08.     (W)     SCALED    
 CY0459* NAVD 88     -      1135.76   (+/-2cm)    3726.2    (feet)  VERTCON   
 CY0459  ___________________________________________________________________
 CY0459  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0459
 CY0459  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0459
 CY0459.The horizontal coordinates were scaled from a topographic map and have
 CY0459.an estimated accuracy of +/- 6 seconds.
 CY0459
 CY0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0459.The vertical order pertains to the NGVD 29 superseded value.
 CY0459
 CY0459.The geoid height was determined by GEOID03.
 CY0459
 CY0459;                    North         East    Units  Estimated Accuracy
 CY0459;SPC AZ E     -   156,700.      274,290.      MT  (+/- 180 meters Scaled)
 CY0459
 CY0459                          SUPERSEDED SURVEY CONTROL
 CY0459
 CY0459  NGVD 29 (??/??/92) 1135.031  (m)         3723.85   (f) ADJ UNCH    1 2
 CY0459
 CY0459.Superseded values are not recommended for survey control.
 CY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0459.See file dsdata.txt to determine how the superseded data were derived.
 CY0459
 CY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA392870(NAD 83)
 CY0459_MARKER: DB = BENCH MARK DISK
 CY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0459_STAMPING: 3723.848 E 14 1932
 CY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0459+STABILITY: SURFACE MOTION
 CY0459
 CY0459  HISTORY     - Date     Condition        Report By
 CY0459  HISTORY     - 1932     MONUMENTED       CGS
 CY0459  HISTORY     - 1974     GOOD             USGS
 CY0459
 CY0459                          STATION DESCRIPTION
 CY0459
 CY0459'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0459'6.3 MI N FROM BOWIE.
 CY0459'13.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TANQUE,
 CY0459'GRAHAM COUNTY, 6.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 CY0459'FROM THE STATION AT BOWIE, COCHISE COUNTY, 135 FEET EAST OF MILEPOST
 CY0459'1104, 100 FEET EAST OF THE CENTERLINE OF THE TRACK, 46 FEET EAST OF
 CY0459'THE CENTERLINE OF A ROAD.  A STANDARD DISK, STAMPED 3723.848 E 14 1932
 CY0459'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CY0459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0414 ***********************************************************************
 CZ0414  DESIGNATION -  E 140
 CZ0414  PID         -  CZ0414
 CZ0414  STATE/COUNTY-  AZ/PINAL
 CZ0414  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0414
 CZ0414                         *CURRENT SURVEY CONTROL
 CZ0414  ___________________________________________________________________
 CZ0414* NAD 83(1986)-  32 31 52.     (N)    111 24 10.     (W)     SCALED    
 CZ0414* NAVD 88     -       557.88   (+/-2cm)    1830.3    (feet)  VERTCON   
 CZ0414  ___________________________________________________________________
 CZ0414  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0414
 CZ0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0414
 CZ0414.The horizontal coordinates were scaled from a topographic map and have
 CZ0414.an estimated accuracy of +/- 6 seconds.
 CZ0414
 CZ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0414.The vertical order pertains to the NGVD 29 superseded value.
 CZ0414
 CZ0414.The geoid height was determined by GEOID03.
 CZ0414
 CZ0414;                    North         East    Units  Estimated Accuracy
 CZ0414;SPC AZ C     -   169,870.      261,630.      MT  (+/- 180 meters Scaled)
 CZ0414
 CZ0414                          SUPERSEDED SURVEY CONTROL
 CZ0414
 CZ0414  NGVD 29 (??/??/92)  557.420  (m)         1828.80   (f) ADJ UNCH    2 0
 CZ0414
 CZ0414.Superseded values are not recommended for survey control.
 CZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0414.See file dsdata.txt to determine how the superseded data were derived.
 CZ0414
 CZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA621993(NAD 83)
 CZ0414_MARKER: DB = BENCH MARK DISK
 CZ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0414_STAMPING: E 140 1935
 CZ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0414+STABILITY: SURFACE MOTION
 CZ0414
 CZ0414  HISTORY     - Date     Condition        Report By
 CZ0414  HISTORY     - 1935     MONUMENTED       CGS
 CZ0414  HISTORY     - 1951     GOOD             NGS
 CZ0414  HISTORY     - 1977     GOOD             USGS
 CZ0414
 CZ0414                          STATION DESCRIPTION
 CZ0414
 CZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0414'7.1 MI SW FROM RED ROCK.
 CZ0414'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0414'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0414'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD,
 CZ0414'0.15 MILE SOUTHWEST OF A WIRE GATE ACROSS THE ROAD, AT A Y JUNCTION
 CZ0414'WITH A DIM DIRT ROAD LEADING NORTHWEST, AND ABOUT 70 YARDS NORTHWEST
 CZ0414'ALONG A DIM ROAD FROM THE JUNCTION OF THE ROADS, 165 FEET WEST ACROSS
 CZ0414'A DIM ROAD TO THE CENTER LINE OF THE MAIN ROAD, 21 1/2 FEET SOUTHWEST
 CZ0414'OF THE CENTER LINE OF THE DIM DIRT ROAD, 2 FEET NORTH OF THE WITNESS
 CZ0414'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CZ0414'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0414
 CZ0414                          STATION RECOVERY (1977)
 CZ0414
 CZ0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0414'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0414'STATION AT RED ROCK, THENCE 5.7 MI SW. ALONG SASCO RD., THENCE 1.2 MI
 CZ0414'SE. 0.15 MI SW. OF WIRE GATE, AT Y-JCT. WITH DIM RD. NW., ABOUT 70
 CZ0414'YDS NW. ALONG DIM RD. 165 FT W. OF CENTERLINE OF MAIN RD., 21 FT SW.
 CZ0414'OF DIM RD. 2 FT N. OF WITNESS POST, ABOUT 1 FT. HIGHER THAN RD. IN
 CZ0414'CONCRETE POST PROJECTING 0.5 FT. NGS DISK STAMPED E 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0129 ***********************************************************************
 ES0129  DESIGNATION -  E 141
 ES0129  PID         -  ES0129
 ES0129  STATE/COUNTY-  AZ/NAVAJO
 ES0129  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0129
 ES0129                         *CURRENT SURVEY CONTROL
 ES0129  ___________________________________________________________________
 ES0129* NAD 83(1986)-  34 15 01.     (N)    110 01 52.     (W)     SCALED    
 ES0129* NAVD 88     -      1935.557  (meters)    6350.24   (feet)  ADJUSTED  
 ES0129  ___________________________________________________________________
 ES0129  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0129  DYNAMIC HT  -        1932.682 (meters)    6340.81  (feet)  COMP
 ES0129  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 ES0129
 ES0129  VERT ORDER  -  FIRST     CLASS II
 ES0129
 ES0129.The horizontal coordinates were scaled from a topographic map and have
 ES0129.an estimated accuracy of +/- 6 seconds.
 ES0129
 ES0129.The orthometric height was determined by differential leveling
 ES0129.and adjusted by the National Geodetic Survey in June 1991..
 ES0129
 ES0129.The geoid height was determined by GEOID03.
 ES0129
 ES0129.The dynamic height is computed by dividing the NAVD 88
 ES0129.geopotential number by the normal gravity value computed on the
 ES0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0129.degrees latitude (g = 980.6199 gals.).
 ES0129
 ES0129.The modeled gravity was interpolated from observed gravity values.
 ES0129
 ES0129;                    North         East    Units  Estimated Accuracy
 ES0129;SPC AZ E     -   360,420.      225,850.      MT  (+/- 180 meters Scaled)
 ES0129
 ES0129                          SUPERSEDED SURVEY CONTROL
 ES0129
 ES0129  NGVD 29 (??/??/92) 1934.643  (m)         6347.24   (f) ADJ UNCH    1 2
 ES0129
 ES0129.Superseded values are not recommended for survey control.
 ES0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0129.See file dsdata.txt to determine how the superseded data were derived.
 ES0129
 ES0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC892903(NAD 83)
 ES0129_MARKER: DB = BENCH MARK DISK
 ES0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0129_STAMPING: E-141 1935
 ES0129_MARK LOGO: CGS   
 ES0129_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0129+STABILITY: SURFACE MOTION
 ES0129
 ES0129  HISTORY     - Date     Condition        Report By
 ES0129  HISTORY     - 1935     MONUMENTED       CGS
 ES0129  HISTORY     - 1972     GOOD             USGS
 ES0129  HISTORY     - 1983     GOOD             NGS
 ES0129
 ES0129                          STATION DESCRIPTION
 ES0129
 ES0129'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0129'IN SHOW LOW.
 ES0129'FROM THE P.O. IN SHOW LOW GO E. ONE BLOCK ON COOLEY STREET TO
 ES0129'INTERSECTION OF S. 2 ND. STREET, GO S. 2 BLOCKS ON S. 2 ND. STREET TO
 ES0129'INTERSECTION WITH HUNING STREET.  BM IS E. ON HUNING ST. 280 FT, AND
 ES0129'60 FT. S. OF CENTER OF STREET AND 6 FT. S. OF R/W FENCE IN THE
 ES0129'PROPERTY AND SMALL ORCHARD (2 FRUIT TREES) OF THE TANNER CITY
 ES0129'PROPERTY.  BM IS A STANDARD DISK SET IN A CONCRETE POST STAMPED E -
 ES0129'141 1935 AND PROJECTS 4 IN.
 ES0129
 ES0129                          STATION RECOVERY (1983)
 ES0129
 ES0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0129'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 ES0129'MI) SOUTH ALONG STATE HIGHWAY 260 FROM ITS JUNCTION WITH STATE HIGHWAY
 ES0129'77 IN SHOW LOW, THENCE 0.3 KM (0.1 MI) WEST ALONG EAST HUNING STREET,
 ES0129'IN THE NORTH EDGE OF THE LAWN OF THE G. WHIPPLE RESIDENCE, 20.5 METERS
 ES0129'(67.3 FT) SOUTH OF THE CENTER OF THE STREET, 13.2 METERS (43.3 FT)
 ES0129'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 3.4 METERS (11.2 FT)
 ES0129'WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD AND 1.4 METERS (4.6 FT)
 ES0129'SOUTH OF A WHITE WOODEN FENCE.
 ES0129'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0247 ***********************************************************************
 ES0247  DESIGNATION -  E 142
 ES0247  PID         -  ES0247
 ES0247  STATE/COUNTY-  AZ/NAVAJO
 ES0247  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0247
 ES0247                         *CURRENT SURVEY CONTROL
 ES0247  ___________________________________________________________________
 ES0247* NAD 83(1986)-  34 40 15.     (N)    110 45 46.     (W)     SCALED    
 ES0247* NAVD 88     -      1865.023  (meters)    6118.83   (feet)  ADJUSTED  
 ES0247  ___________________________________________________________________
 ES0247  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ES0247  DYNAMIC HT  -        1862.343 (meters)    6110.04  (feet)  COMP
 ES0247  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 ES0247
 ES0247  VERT ORDER  -  SECOND    CLASS 0
 ES0247
 ES0247.The horizontal coordinates were scaled from a topographic map and have
 ES0247.an estimated accuracy of +/- 6 seconds.
 ES0247
 ES0247.The orthometric height was determined by differential leveling
 ES0247.and adjusted by the National Geodetic Survey in June 1991..
 ES0247
 ES0247.The geoid height was determined by GEOID03.
 ES0247
 ES0247.The dynamic height is computed by dividing the NAVD 88
 ES0247.geopotential number by the normal gravity value computed on the
 ES0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0247.degrees latitude (g = 980.6199 gals.).
 ES0247
 ES0247.The modeled gravity was interpolated from observed gravity values.
 ES0247
 ES0247;                    North         East    Units  Estimated Accuracy
 ES0247;SPC AZ E     -   407,220.      158,730.      MT  (+/- 180 meters Scaled)
 ES0247
 ES0247                          SUPERSEDED SURVEY CONTROL
 ES0247
 ES0247  NGVD 29 (??/??/92) 1864.102  (m)         6115.81   (f) ADJ UNCH    2 0
 ES0247
 ES0247.Superseded values are not recommended for survey control.
 ES0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0247.See file dsdata.txt to determine how the superseded data were derived.
 ES0247
 ES0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD217365(NAD 83)
 ES0247_MARKER: DB = BENCH MARK DISK
 ES0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0247_STAMPING: E-142 1935
 ES0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0247+STABILITY: SURFACE MOTION
 ES0247
 ES0247  HISTORY     - Date     Condition        Report By
 ES0247  HISTORY     - 1935     MONUMENTED       CGS
 ES0247
 ES0247                          STATION DESCRIPTION
 ES0247
 ES0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0247'12.2 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0247'12.2 MI NE ALONG ROAD TO WINSLOW.  27.8 MI S.W. OF WINSLOW (UNION OIL
 ES0247'CO. PLANT).  ABOUT MIDWAY UP A RIDGE, AND 30 FEET NW OF THE CENTERLINE
 ES0247'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0160 ***********************************************************************
 ES0160  DESIGNATION -  E 146
 ES0160  PID         -  ES0160
 ES0160  STATE/COUNTY-  AZ/NAVAJO
 ES0160  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0160
 ES0160                         *CURRENT SURVEY CONTROL
 ES0160  ___________________________________________________________________
 ES0160* NAD 83(1986)-  34 11 33.     (N)    110 05 24.     (W)     SCALED    
 ES0160* NAVD 88     -      1964.312  (meters)    6444.58   (feet)  ADJUSTED  
 ES0160  ___________________________________________________________________
 ES0160  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0160  DYNAMIC HT  -        1961.374 (meters)    6434.94  (feet)  COMP
 ES0160  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 ES0160
 ES0160  VERT ORDER  -  SECOND    CLASS 0
 ES0160
 ES0160.The horizontal coordinates were scaled from a topographic map and have
 ES0160.an estimated accuracy of +/- 6 seconds.
 ES0160
 ES0160.The orthometric height was determined by differential leveling
 ES0160.and adjusted by the National Geodetic Survey in June 1991..
 ES0160
 ES0160.The geoid height was determined by GEOID03.
 ES0160
 ES0160.The dynamic height is computed by dividing the NAVD 88
 ES0160.geopotential number by the normal gravity value computed on the
 ES0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0160.degrees latitude (g = 980.6199 gals.).
 ES0160
 ES0160.The modeled gravity was interpolated from observed gravity values.
 ES0160
 ES0160;                    North         East    Units  Estimated Accuracy
 ES0160;SPC AZ E     -   354,010.      220,430.      MT  (+/- 180 meters Scaled)
 ES0160
 ES0160                          SUPERSEDED SURVEY CONTROL
 ES0160
 ES0160  NGVD 29 (??/??/92) 1963.386  (m)         6441.54   (f) ADJ UNCH    2 0
 ES0160
 ES0160.Superseded values are not recommended for survey control.
 ES0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0160.See file dsdata.txt to determine how the superseded data were derived.
 ES0160
 ES0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC838838(NAD 83)
 ES0160_MARKER: DB = BENCH MARK DISK
 ES0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0160_SP_SET: CULVERT
 ES0160_STAMPING: E 146 1960
 ES0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0160
 ES0160  HISTORY     - Date     Condition        Report By
 ES0160  HISTORY     - 1960     MONUMENTED       CGS
 ES0160  HISTORY     - 1983     GOOD             NGS
 ES0160
 ES0160                          STATION DESCRIPTION
 ES0160
 ES0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0160'6.1 MI SW FROM SHOW LOW.
 ES0160'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0160'SHOW LOW, THENCE 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0160'HIGHWAY 77, IN SECTION 11, R 21 E, T 9 N, SET IN THE TOP OF AN OUTCROP
 ES0160'OF HARD SANDSTONE ROCK WHICH PROJECTS 6 INCHES, ON THE NORTHWEST SLOPE
 ES0160'OF A SMALL HILL, 146 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ES0160'133 FEET SOUTHEAST OF THE SOUTHEAST HEADWALL OF A 24-INCH TUBULAR
 ES0160'CULVERT UNDER THE HIGHWAY, 46 FEET SOUTHEAST OF A FENCE, ABOUT 6 FEET
 ES0160'ABOVE THE HIGHWAY.
 ES0160
 ES0160                          STATION RECOVERY (1983)
 ES0160
 ES0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0323 ***********************************************************************
 DU0323  DESIGNATION -  E 147
 DU0323  PID         -  DU0323
 DU0323  STATE/COUNTY-  AZ/GILA
 DU0323  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0323
 DU0323                         *CURRENT SURVEY CONTROL
 DU0323  ___________________________________________________________________
 DU0323* NAD 83(1986)-  33 47 10.     (N)    110 30 07.     (W)     SCALED    
 DU0323* NAVD 88     -      1331.65   (+/-2cm)    4368.9    (feet)  VERTCON   
 DU0323  ___________________________________________________________________
 DU0323  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DU0323
 DU0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0323
 DU0323.The horizontal coordinates were scaled from a topographic map and have
 DU0323.an estimated accuracy of +/- 6 seconds.
 DU0323
 DU0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0323.The vertical order pertains to the NGVD 29 superseded value.
 DU0323
 DU0323.The geoid height was determined by GEOID03.
 DU0323
 DU0323;                    North         East    Units  Estimated Accuracy
 DU0323;SPC AZ E     -   308,980.      182,310.      MT  (+/- 180 meters Scaled)
 DU0323
 DU0323                          SUPERSEDED SURVEY CONTROL
 DU0323
 DU0323  NGVD 29 (??/??/92) 1330.999  (m)         4366.79   (f) ADJ UNCH    2 0
 DU0323
 DU0323.Superseded values are not recommended for survey control.
 DU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0323.See file dsdata.txt to determine how the superseded data were derived.
 DU0323
 DU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC461385(NAD 83)
 DU0323_MARKER: DB = BENCH MARK DISK
 DU0323_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU0323_SP_SET: ROCK CLIFF
 DU0323_STAMPING: E 147 1960
 DU0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0323
 DU0323  HISTORY     - Date     Condition        Report By
 DU0323  HISTORY     - 1960     MONUMENTED       CGS
 DU0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0323
 DU0323                          STATION DESCRIPTION
 DU0323
 DU0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0323'2.6 MI N FROM SENECA.
 DU0323'ABOUT 2.6 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0323'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN THE
 DU0323'TOP OF A PROJECTION AT THE BOTTOM OF A ROCK CLIFF, 34 FEET EAST OF THE
 DU0323'CENTER LINE OF THE HIGHWAY, 95 FEET SOUTH OF THE EAST END OF A 24-INCH
 DU0323'CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0323
 DU0323                          STATION RECOVERY (1979)
 DU0323
 DU0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0323'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0156 ***********************************************************************
 DU0156  DESIGNATION -  E 149
 DU0156  PID         -  DU0156
 DU0156  STATE/COUNTY-  AZ/GRAHAM
 DU0156  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0156
 DU0156                         *CURRENT SURVEY CONTROL
 DU0156  ___________________________________________________________________
 DU0156* NAD 83(1986)-  33 21 41.     (N)    110 21 18.     (W)     SCALED    
 DU0156* NAVD 88     -      1208.353  (meters)    3964.40   (feet)  ADJUSTED  
 DU0156  ___________________________________________________________________
 DU0156  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DU0156  DYNAMIC HT  -        1206.666 (meters)    3958.87  (feet)  COMP
 DU0156  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 DU0156
 DU0156  VERT ORDER  -  SECOND    CLASS 0
 DU0156
 DU0156.The horizontal coordinates were scaled from a topographic map and have
 DU0156.an estimated accuracy of +/- 6 seconds.
 DU0156
 DU0156.The orthometric height was determined by differential leveling
 DU0156.and adjusted by the National Geodetic Survey in June 1991..
 DU0156
 DU0156.The geoid height was determined by GEOID03.
 DU0156
 DU0156.The dynamic height is computed by dividing the NAVD 88
 DU0156.geopotential number by the normal gravity value computed on the
 DU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0156.degrees latitude (g = 980.6199 gals.).
 DU0156
 DU0156.The modeled gravity was interpolated from observed gravity values.
 DU0156
 DU0156;                    North         East    Units  Estimated Accuracy
 DU0156;SPC AZ E     -   261,840.      195,830.      MT  (+/- 180 meters Scaled)
 DU0156
 DU0156                          SUPERSEDED SURVEY CONTROL
 DU0156
 DU0156  NGVD 29 (??/??/92) 1207.722  (m)         3962.33   (f) ADJ UNCH    2 0
 DU0156
 DU0156.Superseded values are not recommended for survey control.
 DU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0156.See file dsdata.txt to determine how the superseded data were derived.
 DU0156
 DU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB600915(NAD 83)
 DU0156_MARKER: DB = BENCH MARK DISK
 DU0156_SETTING: 66 = SET IN ROCK OUTCROP
 DU0156_SP_SET: ROCK OUTCROP
 DU0156_STAMPING: E 149 1935
 DU0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0156+STABILITY: POSITION/ELEVATION WELL
 DU0156
 DU0156  HISTORY     - Date     Condition        Report By
 DU0156  HISTORY     - 1935     MONUMENTED       CGS
 DU0156
 DU0156                          STATION DESCRIPTION
 DU0156
 DU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0156'2.0 MI S FROM SAN CARLOS.
 DU0156'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0156'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 7.7 MILES EAST
 DU0156'ALONG THE ASH CREEK RANCH ROAD, 120 FEET WEST OF A CURVE, 45 FEET
 DU0156'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LARGE ROCK
 DU0156'OUTCROP.  A STANDARD DISK, STAMPED E 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0178 ***********************************************************************
 DU0178  DESIGNATION -  E 150
 DU0178  PID         -  DU0178
 DU0178  STATE/COUNTY-  AZ/GRAHAM
 DU0178  USGS QUAD   -  SAN CARLOS (1979)
 DU0178
 DU0178                         *CURRENT SURVEY CONTROL
 DU0178  ___________________________________________________________________
 DU0178* NAD 83(1986)-  33 16 30.     (N)    110 24 02.     (W)     SCALED    
 DU0178* NAVD 88     -       841.137  (meters)    2759.63   (feet)  ADJUSTED  
 DU0178  ___________________________________________________________________
 DU0178  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0178  DYNAMIC HT  -         840.015 (meters)    2755.95  (feet)  COMP
 DU0178  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 DU0178
 DU0178  VERT ORDER  -  FIRST     CLASS II
 DU0178
 DU0178.The horizontal coordinates were scaled from a topographic map and have
 DU0178.an estimated accuracy of +/- 6 seconds.
 DU0178
 DU0178.The orthometric height was determined by differential leveling
 DU0178.and adjusted by the National Geodetic Survey in June 1991..
 DU0178
 DU0178.The geoid height was determined by GEOID03.
 DU0178
 DU0178.The dynamic height is computed by dividing the NAVD 88
 DU0178.geopotential number by the normal gravity value computed on the
 DU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0178.degrees latitude (g = 980.6199 gals.).
 DU0178
 DU0178.The modeled gravity was interpolated from observed gravity values.
 DU0178
 DU0178;                    North         East    Units  Estimated Accuracy
 DU0178;SPC AZ E     -   252,270.      191,570.      MT  (+/- 180 meters Scaled)
 DU0178
 DU0178                          SUPERSEDED SURVEY CONTROL
 DU0178
 DU0178  NGVD 29 (??/??/92)  840.567  (m)         2757.76   (f) ADJ UNCH    1 2
 DU0178
 DU0178.Superseded values are not recommended for survey control.
 DU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0178.See file dsdata.txt to determine how the superseded data were derived.
 DU0178
 DU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB558819(NAD 83)
 DU0178_MARKER: DB = BENCH MARK DISK
 DU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0178_STAMPING: E 150 1935
 DU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0178+STABILITY: SURFACE MOTION
 DU0178
 DU0178  HISTORY     - Date     Condition        Report By
 DU0178  HISTORY     - 1935     MONUMENTED       CGS
 DU0178  HISTORY     - 1979     GOOD             NGS
 DU0178
 DU0178                          STATION DESCRIPTION
 DU0178
 DU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0178'7.2 MI S FROM SAN CARLOS.
 DU0178'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0178'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 3.0 MILES
 DU0178'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 0.6 MILE SOUTHWEST OF THE
 DU0178'CROSSING OF THE MAIN WASH, 90 FEET NORTH OF A CURVE, AND 34 FEET WEST
 DU0178'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 150 1935
 DU0178'AND SET IN THE TOP OF A CONCRETE POST.
 DU0178
 DU0178                          STATION RECOVERY (1979)
 DU0178
 DU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0178'ADD--THIS MARK CAN ALSO BE REACHED BY GOING 39.0 KILOMETERS (22.25
 DU0178'MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE NEW COUNTY COURTHOUSE
 DU0178'IN GLOBE, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTH ALONG A DIRT ROAD
 DU0178'THE MARK IS 1 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0395 ***********************************************************************
 DT0395  DESIGNATION -  E 153
 DT0395  PID         -  DT0395
 DT0395  STATE/COUNTY-  AZ/GRAHAM
 DT0395  USGS QUAD   -  BONITA TANK (1989)
 DT0395
 DT0395                         *CURRENT SURVEY CONTROL
 DT0395  ___________________________________________________________________
 DT0395* NAD 83(1986)-  33 10 15.     (N)    109 45 56.     (W)     SCALED    
 DT0395* NAVD 88     -      1502.392  (meters)    4929.10   (feet)  ADJUSTED  
 DT0395  ___________________________________________________________________
 DT0395  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0395  DYNAMIC HT  -        1500.152 (meters)    4921.75  (feet)  COMP
 DT0395  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 DT0395
 DT0395  VERT ORDER  -  SECOND    CLASS 0
 DT0395
 DT0395.The horizontal coordinates were scaled from a topographic map and have
 DT0395.an estimated accuracy of +/- 6 seconds.
 DT0395
 DT0395.The orthometric height was determined by differential leveling
 DT0395.and adjusted by the National Geodetic Survey in June 1991..
 DT0395
 DT0395.The geoid height was determined by GEOID03.
 DT0395
 DT0395.The dynamic height is computed by dividing the NAVD 88
 DT0395.geopotential number by the normal gravity value computed on the
 DT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0395.degrees latitude (g = 980.6199 gals.).
 DT0395
 DT0395.The modeled gravity was interpolated from observed gravity values.
 DT0395
 DT0395;                    North         East    Units  Estimated Accuracy
 DT0395;SPC AZ E     -   240,770.      250,770.      MT  (+/- 180 meters Scaled)
 DT0395
 DT0395                          SUPERSEDED SURVEY CONTROL
 DT0395
 DT0395  NGVD 29 (??/??/92) 1501.653  (m)         4926.67   (f) ADJ UNCH    2 0
 DT0395
 DT0395.Superseded values are not recommended for survey control.
 DT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0395.See file dsdata.txt to determine how the superseded data were derived.
 DT0395
 DT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB150709(NAD 83)
 DT0395_MARKER: DB = BENCH MARK DISK
 DT0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0395_STAMPING: E 153 1935
 DT0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0395+STABILITY: SURFACE MOTION
 DT0395
 DT0395  HISTORY     - Date     Condition        Report By
 DT0395  HISTORY     - 1935     MONUMENTED       CGS
 DT0395
 DT0395                          STATION DESCRIPTION
 DT0395
 DT0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0395'9.5 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0395'9.5 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.5 MI. NW OF WASH
 DT0395'CROSSING, 0.3 MI. SE OF GATE ACROSS ROAD AND 75 FT. NE OF CENTERLINE
 DT0395'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0296 ***********************************************************************
 ET0296  DESIGNATION -  E 155
 ET0296  PID         -  ET0296
 ET0296  STATE/COUNTY-  AZ/YAVAPAI
 ET0296  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0296
 ET0296                         *CURRENT SURVEY CONTROL
 ET0296  ___________________________________________________________________
 ET0296* NAD 83(1986)-  34 15 02.     (N)    112 03 20.     (W)     SCALED    
 ET0296* NAVD 88     -      1012.49   (+/-2cm)    3321.8    (feet)  VERTCON   
 ET0296  ___________________________________________________________________
 ET0296  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 ET0296
 ET0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0296
 ET0296.The horizontal coordinates were scaled from a topographic map and have
 ET0296.an estimated accuracy of +/- 6 seconds.
 ET0296
 ET0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0296.The vertical order pertains to the NGVD 29 superseded value.
 ET0296
 ET0296.The geoid height was determined by GEOID03.
 ET0296
 ET0296;                    North         East    Units  Estimated Accuracy
 ET0296;SPC AZ C     -   360,450.      200,570.      MT  (+/- 180 meters Scaled)
 ET0296
 ET0296                          SUPERSEDED SURVEY CONTROL
 ET0296
 ET0296  NGVD 29 (??/??/92) 1011.836  (m)         3319.67   (f) ADJ UNCH    2 0
 ET0296
 ET0296.Superseded values are not recommended for survey control.
 ET0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0296.See file dsdata.txt to determine how the superseded data were derived.
 ET0296
 ET0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC028904(NAD 83)
 ET0296_MARKER: DB = BENCH MARK DISK
 ET0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0296_STAMPING: E 155 1935
 ET0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0296+STABILITY: SURFACE MOTION
 ET0296
 ET0296  HISTORY     - Date     Condition        Report By
 ET0296  HISTORY     - 1935     MONUMENTED       CGS
 ET0296  HISTORY     - 1952     GOOD             NGS
 ET0296
 ET0296                          STATION DESCRIPTION
 ET0296
 ET0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0296'9.7 MI SE FROM CORDES.
 ET0296'9.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0296'CORDES, 1.0 MILE SOUTHEAST OF THE CROSSING OF THE AGUA FRIA CREEK AND
 ET0296'THE HORSESHOE RANCH, 0.25 MILE NORTHWEST OF THE CROSSING OF A WASH
 ET0296'THROUGH A WIDE CANYON IN A SMALL CLEARING, ON THE EAST SLOPE OF A
 ET0296'HILL, 39 FEET EAST OF THE CENTER LINE OF AND ABOUT 3 FEET LOWER THAN
 ET0296'THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 ET0296'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0134 ***********************************************************************
 DU0134  DESIGNATION -  E 16
 DU0134  PID         -  DU0134
 DU0134  STATE/COUNTY-  AZ/GRAHAM
 DU0134  USGS QUAD   -  SAN CARLOS (1979)
 DU0134
 DU0134                         *CURRENT SURVEY CONTROL
 DU0134  ___________________________________________________________________
 DU0134* NAD 83(1986)-  33 15 16.     (N)    110 26 08.     (W)     SCALED    
 DU0134* NAVD 88     -       780.242  (meters)    2559.84   (feet)  ADJUSTED  
 DU0134  ___________________________________________________________________
 DU0134  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0134  DYNAMIC HT  -         779.202 (meters)    2556.43  (feet)  COMP
 DU0134  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 DU0134
 DU0134  VERT ORDER  -  FIRST     CLASS II
 DU0134
 DU0134.The horizontal coordinates were scaled from a topographic map and have
 DU0134.an estimated accuracy of +/- 6 seconds.
 DU0134
 DU0134.The orthometric height was determined by differential leveling
 DU0134.and adjusted by the National Geodetic Survey in June 1991..
 DU0134
 DU0134.The geoid height was determined by GEOID03.
 DU0134
 DU0134.The dynamic height is computed by dividing the NAVD 88
 DU0134.geopotential number by the normal gravity value computed on the
 DU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0134.degrees latitude (g = 980.6199 gals.).
 DU0134
 DU0134.The modeled gravity was interpolated from observed gravity values.
 DU0134
 DU0134;                    North         East    Units  Estimated Accuracy
 DU0134;SPC AZ E     -   250,000.      188,310.      MT  (+/- 180 meters Scaled)
 DU0134
 DU0134                          SUPERSEDED SURVEY CONTROL
 DU0134
 DU0134  NGVD 29 (??/??/92)  779.671  (m)         2557.97   (f) ADJ UNCH    1 2
 DU0134
 DU0134.Superseded values are not recommended for survey control.
 DU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0134.See file dsdata.txt to determine how the superseded data were derived.
 DU0134
 DU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB525796(NAD 83)
 DU0134_MARKER: DB = BENCH MARK DISK
 DU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0134_STAMPING: 2557.971 E 16 1933
 DU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0134+STABILITY: SURFACE MOTION
 DU0134
 DU0134  HISTORY     - Date     Condition        Report By
 DU0134  HISTORY     - 1933     MONUMENTED       CGS
 DU0134
 DU0134                          STATION DESCRIPTION
 DU0134
 DU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0134'7.3 MI S FROM SAN CARLOS.
 DU0134'ON SOUTHERN PACIFIC RIGHT OF WAY, 1000 FEET SOUTH OF MILEPOST 1194, 40
 DU0134'FEET SOUTH OF RAILROAD CROSSING, 60 FEET SOUTH OF SOUTH END OF
 DU0134'RAILROAD TRESTLE, 12 FEET WEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0311 ***********************************************************************
 DU0311  DESIGNATION -  E 17
 DU0311  PID         -  DU0311
 DU0311  STATE/COUNTY-  AZ/GILA
 DU0311  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0311
 DU0311                         *CURRENT SURVEY CONTROL
 DU0311  ___________________________________________________________________
 DU0311* NAD 83(1992)-  33 31 57.89873(N)    110 54 47.40717(W)     ADJUSTED  
 DU0311* NAVD 88     -      1093.849  (meters)    3588.74   (feet)  ADJUSTED  
 DU0311  ___________________________________________________________________
 DU0311  X           -  -1,900,042.384 (meters)                     COMP
 DU0311  Y           -  -4,972,289.724 (meters)                     COMP
 DU0311  Z           -   3,503,951.791 (meters)                     COMP
 DU0311  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 DU0311  ELLIP HEIGHT-        1066.38  (meters)          (03/01/04) GPS OBS
 DU0311  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU0311  DYNAMIC HT  -        1092.371 (meters)    3583.89  (feet)  COMP
 DU0311  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 DU0311
 DU0311  HORZ ORDER  -  A
 DU0311  VERT ORDER  -  FIRST     CLASS II
 DU0311  ELLP ORDER  -  FOURTH    CLASS I
 DU0311
 DU0311.The horizontal coordinates were established by GPS observations
 DU0311.and adjusted by the National Geodetic Survey in March 2004..
 DU0311
 DU0311.The orthometric height was determined by differential leveling
 DU0311.and adjusted by the National Geodetic Survey in June 1991..
 DU0311
 DU0311.Photographs are available for this station.
 DU0311
 DU0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0311
 DU0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0311
 DU0311.The ellipsoidal height was determined by GPS observations
 DU0311.and is referenced to NAD 83.
 DU0311
 DU0311.The geoid height was determined by GEOID03.
 DU0311
 DU0311.The dynamic height is computed by dividing the NAVD 88
 DU0311.geopotential number by the normal gravity value computed on the
 DU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0311.degrees latitude (g = 980.6199 gals.).
 DU0311
 DU0311.The modeled gravity was interpolated from observed gravity values.
 DU0311
 DU0311;                    North         East     Units Scale Factor Converg.
 DU0311;SPC AZ E     -   281,081.997   144,025.432   MT  0.99995925   -0 24 44.6
 DU0311;SPC AZ E     -   922,185.03    472,524.38   iFT  0.99995925   -0 24 44.6
 DU0311;UTM  12      - 3,710,353.526   508,062.324   MT  0.99960080   +0 02 52.7
 DU0311
 DU0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0311!SPC AZ E     -   0.99983261  x   0.99995925  =   0.99979187
 DU0311!UTM  12      -   0.99983261  x   0.99960080  =   0.99943348
 DU0311
 DU0311                          SUPERSEDED SURVEY CONTROL
 DU0311
 DU0311  NAVD 88 (03/01/04) 1093.85   (m)         3588.7    (f) LEVELING    3  
 DU0311  NGVD 29 (??/??/92) 1093.231  (m)         3586.71   (f) ADJ UNCH    1 2
 DU0311
 DU0311.Superseded values are not recommended for survey control.
 DU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0311.See file dsdata.txt to determine how the superseded data were derived.
 DU0311
 DU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0806210354(NAD 83)
 DU0311_MARKER: DD = SURVEY DISK
 DU0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0311_STAMPING: E 17 1933
 DU0311_MARK LOGO: CGS   
 DU0311_PROJECTION: PROJECTING 18 CENTIMETERS
 DU0311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0311+STABILITY: SURFACE MOTION
 DU0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0311+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU0311
 DU0311  HISTORY     - Date     Condition        Report By
 DU0311  HISTORY     - 1933     MONUMENTED       CGS
 DU0311  HISTORY     - 1934     GOOD             NGS
 DU0311  HISTORY     - 1979     GOOD             NGS
 DU0311  HISTORY     - 20030815 GOOD             AZ-007
 DU0311  HISTORY     - 20040401 GOOD             AZ-007
 DU0311  HISTORY     - 20050522 GOOD             USPSQD
 DU0311  HISTORY     - 20050529 GOOD             USPSQD
 DU0311
 DU0311                          STATION DESCRIPTION
 DU0311
 DU0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0311'14.9 MI N FROM GLOBE.
 DU0311'14.9 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0311'COUNTY, 1.8 MILES NORTHWEST OF THE SUMMIT OF THE DIVIDE BETWEEN HICKS
 DU0311'CANYON AND DEVORE CANYON, 80 YARDS NORTHWEST OF THE CROSSING OF A
 DU0311'POWER-TRANSMISSION LINE, SOUTH OF SMOKE SIGNAL PEAK, AT A TURNOUT IN
 DU0311'THE HIGHWAY, AND 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DU0311'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 DU0311
 DU0311                          STATION RECOVERY (1934)
 DU0311
 DU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0311'RECOVERED IN GOOD CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (1979)
 DU0311
 DU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0311'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM
 DU0311'THE GILA COUNTY COURTHOUSE IN GLOBE, THENCE 13.5 MILES NORTH
 DU0311'ALONG STATE HIGHWAY 88 (APACHE TRAIL), 240 FEET NORTHWEST OF A
 DU0311'HIGHLINE CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE
 DU0311'HIGHWAY, 11 FEET NORTHEAST OF A HIGHWAY POST AND SIGNS (CURVE
 DU0311'30 M.P.H.) AND 5 FEET WEST OF A FENCE.
 DU0311'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 DU0311'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0311
 DU0311                          STATION RECOVERY (2003)
 DU0311
 DU0311'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (THH)
 DU0311'RECOVERY NOTE  (2003)
 DU0311' 
 DU0311'RECOVERED BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED AND IN GOOD
 DU0311'CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (2004)
 DU0311
 DU0311'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU0311'RECOVERED IN GOOD CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (2005)
 DU0311
 DU0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0311'DECOVERED AS DESCRIBED.
 DU0311
 DU0311                          STATION RECOVERY (2005)
 DU0311
 DU0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0311'RECOVERED AS DESCRIBED.  PAINT TOTALLY MISSING FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0288 ***********************************************************************
 DU0288  DESIGNATION -  E 18
 DU0288  PID         -  DU0288
 DU0288  STATE/COUNTY-  AZ/GILA
 DU0288  USGS QUAD   -  CHRISTMAS (1979)
 DU0288
 DU0288                         *CURRENT SURVEY CONTROL
 DU0288  ___________________________________________________________________
 DU0288* NAD 83(1986)-  33 03 47.     (N)    110 43 27.     (W)     SCALED    
 DU0288* NAVD 88     -       632.83   (+/-2cm)    2076.2    (feet)  VERTCON   
 DU0288  ___________________________________________________________________
 DU0288  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0288
 DU0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0288
 DU0288.The horizontal coordinates were scaled from a topographic map and have
 DU0288.an estimated accuracy of +/- 6 seconds.
 DU0288
 DU0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0288.The vertical order pertains to the NGVD 29 superseded value.
 DU0288
 DU0288.The geoid height was determined by GEOID03.
 DU0288
 DU0288;                    North         East    Units  Estimated Accuracy
 DU0288;SPC AZ E     -   228,880.      161,300.      MT  (+/- 180 meters Scaled)
 DU0288
 DU0288                          SUPERSEDED SURVEY CONTROL
 DU0288
 DU0288  NGVD 29 (??/??/92)  632.220  (m)         2074.21   (f) ADJ UNCH    2 0
 DU0288
 DU0288.Superseded values are not recommended for survey control.
 DU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0288.See file dsdata.txt to determine how the superseded data were derived.
 DU0288
 DU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB257583(NAD 83)
 DU0288_MARKER: DB = BENCH MARK DISK
 DU0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0288_SP_SET: CONCRETE BASE
 DU0288_STAMPING: 2074.271 E 18 1933
 DU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0288+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 DU0288
 DU0288  HISTORY     - Date     Condition        Report By
 DU0288  HISTORY     - 1933     MONUMENTED       CGS
 DU0288  HISTORY     - 20041030 GOOD             GEOCAC
 DU0288  HISTORY     - 20051217 GOOD             GEOCAC
 DU0288
 DU0288                          STATION DESCRIPTION
 DU0288
 DU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0288'8.3 MI N FROM WINKELMAN.
 DU0288'8.3 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, AT CHRISTMAS,
 DU0288'150 FEET SOUTH OF A CONCRETE-ARCH RAILROAD BRIDGE, 110 FEET NORTH OF A
 DU0288'POWERHOUSE, 85 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT AN
 DU0288'AERIAL-TRAMWAY TERMINAL AND IN THE TOP OF THE CONCRETE BASE. NOTE--
 DU0288'NEW ROAD CONSTRUCTION IN THIS AREA DICTATES THAT THE DESCRIPTION IN
 DU0288'THE IMMEDIATE VICINITY OF THE BM SHOULD BE CHANGED TO READ, 185 FEET
 DU0288'NW OF THE JUNCTION OF STATE HIGHWAY 77 AND THE ROAD LEADING TO THE
 DU0288'CHRISTMAS MINE HOUSING AREA.
 DU0288
 DU0288                          STATION RECOVERY (2004)
 DU0288
 DU0288'RECOVERY NOTE BY GEOCACHING 2004 (MDR)
 DU0288'GOOD CONDITION, WILL SUBMIT PHOTOS ANOTHER TIME.
 DU0288
 DU0288                          STATION RECOVERY (2005)
 DU0288
 DU0288'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DU0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0308 ***********************************************************************
 CZ0308  DESIGNATION -  E 19
 CZ0308  PID         -  CZ0308
 CZ0308  STATE/COUNTY-  AZ/PINAL
 CZ0308  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0308
 CZ0308                         *CURRENT SURVEY CONTROL
 CZ0308  ___________________________________________________________________
 CZ0308* NAD 83(1986)-  32 35 27.     (N)    110 53 37.     (W)     SCALED    
 CZ0308* NAVD 88     -      1112.25   (+/-2cm)    3649.1    (feet)  VERTCON   
 CZ0308  ___________________________________________________________________
 CZ0308  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CZ0308
 CZ0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0308
 CZ0308.The horizontal coordinates were scaled from a topographic map and have
 CZ0308.an estimated accuracy of +/- 6 seconds.
 CZ0308
 CZ0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0308.The vertical order pertains to the NGVD 29 superseded value.
 CZ0308
 CZ0308.The geoid height was determined by GEOID03.
 CZ0308
 CZ0308;                    North         East    Units  Estimated Accuracy
 CZ0308;SPC AZ C     -   176,840.      309,400.      MT  (+/- 180 meters Scaled)
 CZ0308
 CZ0308                          SUPERSEDED SURVEY CONTROL
 CZ0308
 CZ0308  NGVD 29 (??/??/92) 1111.518  (m)         3646.71   (f) ADJ UNCH    2 0
 CZ0308
 CZ0308.Superseded values are not recommended for survey control.
 CZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0308.See file dsdata.txt to determine how the superseded data were derived.
 CZ0308
 CZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB099059(NAD 83)
 CZ0308_MARKER: DB = BENCH MARK DISK
 CZ0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0308_SP_SET: MONUMENT
 CZ0308_STAMPING: E 19 1933
 CZ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0308
 CZ0308  HISTORY     - Date     Condition        Report By
 CZ0308  HISTORY     - 1933     MONUMENTED       CGS
 CZ0308  HISTORY     - 1962     GOOD             NGS
 CZ0308
 CZ0308                          STATION DESCRIPTION
 CZ0308
 CZ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0308'3.5 MI NE FROM ORACLE JUNCTION.
 CZ0308'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE JUNCTION, 92
 CZ0308'FEET NORTH OF THE CENTER OF STATE HIGHWAY 77, 8.3 FEET SOUTH OF A
 CZ0308'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, A STANDARD DISK SET IN
 CZ0308'THE TOP OF A 10X10-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 CZ0308'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0408 ***********************************************************************
 DU0408  DESIGNATION -  E 21
 DU0408  PID         -  DU0408
 DU0408  STATE/COUNTY-  AZ/MARICOPA
 DU0408  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0408
 DU0408                         *CURRENT SURVEY CONTROL
 DU0408  ___________________________________________________________________
 DU0408* NAD 83(1986)-  33 35 01.     (N)    111 13 05.     (W)     SCALED    
 DU0408* NAVD 88     -       687.615  (meters)    2255.95   (feet)  ADJUSTED  
 DU0408  ___________________________________________________________________
 DU0408  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DU0408  DYNAMIC HT  -         686.741 (meters)    2253.08  (feet)  COMP
 DU0408  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DU0408
 DU0408  VERT ORDER  -  FIRST     CLASS II
 DU0408
 DU0408.The horizontal coordinates were scaled from a topographic map and have
 DU0408.an estimated accuracy of +/- 6 seconds.
 DU0408
 DU0408.The orthometric height was determined by differential leveling
 DU0408.and adjusted by the National Geodetic Survey in June 1991..
 DU0408
 DU0408.The geoid height was determined by GEOID03.
 DU0408
 DU0408.The dynamic height is computed by dividing the NAVD 88
 DU0408.geopotential number by the normal gravity value computed on the
 DU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0408.degrees latitude (g = 980.6199 gals.).
 DU0408
 DU0408.The modeled gravity was interpolated from observed gravity values.
 DU0408
 DU0408;                    North         East    Units  Estimated Accuracy
 DU0408;SPC AZ C     -   286,690.      278,210.      MT  (+/- 180 meters Scaled)
 DU0408
 DU0408                          SUPERSEDED SURVEY CONTROL
 DU0408
 DU0408  NGVD 29 (??/??/92)  687.013  (m)         2253.98   (f) ADJ UNCH    1 2
 DU0408
 DU0408.Superseded values are not recommended for survey control.
 DU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0408.See file dsdata.txt to determine how the superseded data were derived.
 DU0408
 DU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC797160(NAD 83)
 DU0408_MARKER: DB = BENCH MARK DISK
 DU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0408_STAMPING: E 21 1933
 DU0408_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0408+STABILITY: SURFACE MOTION
 DU0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0408+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 DU0408
 DU0408  HISTORY     - Date     Condition        Report By
 DU0408  HISTORY     - 1933     MONUMENTED       CGS
 DU0408  HISTORY     - 1948     GOOD             NGS
 DU0408  HISTORY     - 1980     GOOD             NGS
 DU0408  HISTORY     - 20040403 GOOD             USPSQD
 DU0408  HISTORY     - 20060211 GOOD             USPSQD
 DU0408
 DU0408                          STATION DESCRIPTION
 DU0408
 DU0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0408'12.5 MI SW FROM ROOSEVELT.
 DU0408'12.5 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0408'NORTHEAST OF MILE POST 231, 0.4 MILE NORTHWEST OF THE BRIDGE OVER
 DU0408'DAVIS WASH, 0.2 MILE WEST OF THE ROAD LEADING DOWN THE WASH TO APACHE
 DU0408'LAKE, 52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A
 DU0408'TURNOUT OF THE HIGHWAY, ON THE NORTH BANK OF A WASH AND SET IN THE TOP
 DU0408'OF A CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY LEVEL, PROJECTING 0.8
 DU0408'FOOT ABOVE THE GROUND AND 2.6 FEET SOUTH OF THE WHITE WOODEN WITNESS
 DU0408'POST.
 DU0408
 DU0408                          STATION RECOVERY (1980)
 DU0408
 DU0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0408'16.6 KM (10.3 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0408'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.6 KM (0.4 MI)
 DU0408'NORTHEAST OF HIGHWAY MILEPOST 231, 0.25 KM (0.15 MI) NORTHWEST OF THE
 DU0408'T JUNCTION OF TO THE WAFB WATERDOG RECREATION AREA, SET ON A POINT ON
 DU0408'THE SOUTHWEST SIDE OF DAVIS WASH, 15.8 METERS (52.0 FT) NORTHEAST
 DU0408'OF THE CENTERLINE OF THE HIGHWAY.
 DU0408'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0408
 DU0408                          STATION RECOVERY (2004)
 DU0408
 DU0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0408'RECOVERED  AS DESCRIBED
 DU0408
 DU0408                          STATION RECOVERY (2006)
 DU0408
 DU0408'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0639 ***********************************************************************
 DU0639  DESIGNATION -  E 22
 DU0639  PID         -  DU0639
 DU0639  STATE/COUNTY-  AZ/MARICOPA
 DU0639  USGS QUAD   -  BUCKHORN (1982)
 DU0639
 DU0639                         *CURRENT SURVEY CONTROL
 DU0639  ___________________________________________________________________
 DU0639* NAD 83(1986)-  33 24 54.     (N)    111 40 50.     (W)     SCALED    
 DU0639* NAVD 88     -       432.067  (meters)    1417.54   (feet)  ADJUSTED  
 DU0639  ___________________________________________________________________
 DU0639  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU0639  DYNAMIC HT  -         431.552 (meters)    1415.85  (feet)  COMP
 DU0639  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 DU0639
 DU0639  VERT ORDER  -  FIRST     CLASS II
 DU0639
 DU0639.The horizontal coordinates were scaled from a topographic map and have
 DU0639.an estimated accuracy of +/- 6 seconds.
 DU0639
 DU0639.The orthometric height was determined by differential leveling
 DU0639.and adjusted by the National Geodetic Survey in November 1993..
 DU0639
 DU0639.The geoid height was determined by GEOID03.
 DU0639
 DU0639.The dynamic height is computed by dividing the NAVD 88
 DU0639.geopotential number by the normal gravity value computed on the
 DU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0639.degrees latitude (g = 980.6199 gals.).
 DU0639
 DU0639.The modeled gravity was interpolated from observed gravity values.
 DU0639
 DU0639;                    North         East    Units  Estimated Accuracy
 DU0639;SPC AZ C     -   267,800.      235,320.      MT  (+/- 180 meters Scaled)
 DU0639
 DU0639                          SUPERSEDED SURVEY CONTROL
 DU0639
 DU0639  NAVD 88 (06/15/91)  432.115  (m)         1417.70   (f) UNKNOWN     1 2
 DU0639
 DU0639.Superseded values are not recommended for survey control.
 DU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0639.See file dsdata.txt to determine how the superseded data were derived.
 DU0639
 DU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB367975(NAD 83)
 DU0639_MARKER: DB = BENCH MARK DISK
 DU0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0639_SP_SET: CONCRETE POST
 DU0639_STAMPING: E 22 1933
 DU0639_MARK LOGO: CGS   
 DU0639_PROJECTION: PROJECTING 30 CENTIMETERS
 DU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0639+STABILITY: SURFACE MOTION
 DU0639
 DU0639  HISTORY     - Date     Condition        Report By
 DU0639  HISTORY     - 1933     MONUMENTED       CGS
 DU0639  HISTORY     - 1948     GOOD             NGS
 DU0639  HISTORY     - 1981     GOOD             NGS
 DU0639  HISTORY     - 1981     GOOD             AZDT
 DU0639  HISTORY     - 1984     GOOD             AZDT
 DU0639  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0639
 DU0639                          STATION DESCRIPTION
 DU0639
 DU0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0639'7.8 MI W FROM APACHE JUNCTION.
 DU0639'ABOUT 7.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE JUNCTION, ABOUT
 DU0639'6.0 MILES WEST OF PINAL-MARICOPA COUNTY LINE, ABOUT 0.5 MILE SOUTHEAST
 DU0639'OF DESERT WELLS, ABOUT 68 YARDS SOUTH OF THE CENTER LINE OF THE
 DU0639'HIGHWAY, ABOUT 2 FEET BELOW THE SURFACE OF THE HIGHWAY, AND 1 FOOT
 DU0639'WEST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE
 DU0639'POST PROJECTING 7 INCHES ABOVE GROUND.
 DU0639
 DU0639                          STATION RECOVERY (1981)
 DU0639
 DU0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0639'1.9 KILOMETERS (1.2 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0639'FROM THE POST OFFICE AT BUCKHORN, 0.3 KILOMETER (0.2 MILE) EAST OF THE
 DU0639'BUSH HIGHWAY, IN A FIELD ACROSS THE HIGHWAY FROM THE
 DU0639'NATIONAL BANK AND BETWEEN THE FIRST FEDERAL SAVINGS AND SOUTHWEST
 DU0639'SAVINGS BUILDINGS, 61.5 METERS (202.0 FEET) SOUTH OF THE SOUTH
 DU0639'CENTERLINE OF THE TRIPLE EASTBOUND TRAFFIC LANES, 53.6
 DU0639'METERS (176.0 FEET) WEST OF THE CENTERLINE OF A DEAD END PAVED ROAD,
 DU0639'1.5 METERS (5.0 FEET) NORTH EXTENDED CENTERLINE OF THE WEST DRIVE
 DU0639'TO THE SOUTHWEST SAVING BUILDING.
 DU0639'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 DU0639'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0639
 DU0639                          STATION RECOVERY (1981)
 DU0639
 DU0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0639'RECOVERED IN GOOD CONDITION.
 DU0639
 DU0639                          STATION RECOVERY (1984)
 DU0639
 DU0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU0639'RECOVERED IN GOOD CONDITION.
 DU0639
 DU0639                          STATION RECOVERY (1992)
 DU0639
 DU0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0792 ***********************************************************************
 DU0792  DESIGNATION -  E 23
 DU0792  PID         -  DU0792
 DU0792  STATE/COUNTY-  AZ/MARICOPA
 DU0792  USGS QUAD   -  TEMPE (1982)
 DU0792
 DU0792                         *CURRENT SURVEY CONTROL
 DU0792  ___________________________________________________________________
 DU0792* NAD 83(1986)-  33 26 05.     (N)    111 56 35.     (W)     SCALED    
 DU0792* NAVD 88     -       358.89   (+/-2cm)    1177.5    (feet)  VERTCON   
 DU0792  ___________________________________________________________________
 DU0792  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0792
 DU0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0792
 DU0792.The horizontal coordinates were scaled from a topographic map and have
 DU0792.an estimated accuracy of +/- 6 seconds.
 DU0792
 DU0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0792.The vertical order pertains to the NGVD 29 superseded value.
 DU0792
 DU0792.The geoid height was determined by GEOID03.
 DU0792
 DU0792;                    North         East    Units  Estimated Accuracy
 DU0792;SPC AZ C     -   269,960.      210,910.      MT  (+/- 180 meters Scaled)
 DU0792
 DU0792                          SUPERSEDED SURVEY CONTROL
 DU0792
 DU0792  NGVD 29 (??/??/92)  358.250  (m)         1175.36   (f) ADJ UNCH    2 0
 DU0792
 DU0792.Superseded values are not recommended for survey control.
 DU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0792.See file dsdata.txt to determine how the superseded data were derived.
 DU0792
 DU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123998(NAD 83)
 DU0792_MARKER: DB = BENCH MARK DISK
 DU0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0792_SP_SET: SIDEWALK
 DU0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0792+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DU0792
 DU0792  HISTORY     - Date     Condition        Report By
 DU0792  HISTORY     - UNK      MONUMENTED       CGS
 DU0792  HISTORY     - 1933     GOOD             NGS
 DU0792  HISTORY     - 20060824 GOOD             GEOCAC
 DU0792
 DU0792                          STATION DESCRIPTION
 DU0792
 DU0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0792'IN TEMPE.
 DU0792'TEMPE BRIDGE, AT NORTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE OVER SALT
 DU0792'RIVER, ON TOP OF CONCRETE SIDEWALK, NORTH SIDE OF CORNER POST.
 DU0792
 DU0792                          STATION RECOVERY (2006)
 DU0792
 DU0792'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0922 ***********************************************************************
 DV0922  DESIGNATION -  E 24
 DV0922  PID         -  DV0922
 DV0922  STATE/COUNTY-  AZ/MARICOPA
 DV0922  USGS QUAD   -  WITTMANN (1981)
 DV0922
 DV0922                         *CURRENT SURVEY CONTROL
 DV0922  ___________________________________________________________________
 DV0922* NAD 83(1986)-  33 47 55.     (N)    112 33 17.     (W)     SCALED    
 DV0922* NAVD 88     -       543.539  (meters)    1783.26   (feet)  POSTED    
 DV0922  ___________________________________________________________________
 DV0922  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0922  DYNAMIC HT  -         542.890 (meters)    1781.13  (feet)  COMP
 DV0922  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 DV0922
 DV0922  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0922
 DV0922.The horizontal coordinates were scaled from a topographic map and have
 DV0922.an estimated accuracy of +/- 6 seconds.
 DV0922
 DV0922.The orthometric height was determined by differential leveling
 DV0922.and adjusted by the National Geodetic Survey in November 2005..
 DV0922.No vertical observational check was made to the station.
 DV0922.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0922.was located on a no-check spur therefore a value was not computed.
 DV0922
 DV0922.The geoid height was determined by GEOID03.
 DV0922
 DV0922.The dynamic height is computed by dividing the NAVD 88
 DV0922.geopotential number by the normal gravity value computed on the
 DV0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0922.degrees latitude (g = 980.6199 gals.).
 DV0922
 DV0922.The modeled gravity was interpolated from observed gravity values.
 DV0922
 DV0922;                    North         East    Units  Estimated Accuracy
 DV0922;SPC AZ C     -   310,500.      154,280.      MT  (+/- 180 meters Scaled)
 DV0922
 DV0922                          SUPERSEDED SURVEY CONTROL
 DV0922
 DV0922  NGVD 29 (??/??/92)  543.011  (m)         1781.53   (f) ADJ UNCH    2 0
 DV0922
 DV0922.Superseded values are not recommended for survey control.
 DV0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0922.See file dsdata.txt to determine how the superseded data were derived.
 DV0922
 DV0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC560409(NAD 83)
 DV0922_MARKER: DB = BENCH MARK DISK
 DV0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0922_SP_SET: CULVERT
 DV0922_STAMPING: E 24 1933
 DV0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0922
 DV0922  HISTORY     - Date     Condition        Report By
 DV0922  HISTORY     - 1933     MONUMENTED       CGS
 DV0922  HISTORY     - 1939     GOOD             NGS
 DV0922
 DV0922                          STATION DESCRIPTION
 DV0922
 DV0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0922'5.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0922'5.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0922'FROM HOT SPRINGS JUNCTION, 600 FEET NORTHWEST OF MILEPOST 156, AT
 DV0922'CULVERT G 156, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A
 DV0922'STANDARD DISK, STAMPED E 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0991 ***********************************************************************
 DV0991  DESIGNATION -  E 25
 DV0991  PID         -  DV0991
 DV0991  STATE/COUNTY-  AZ/MARICOPA
 DV0991  USGS QUAD   -  AGUILA (1990)
 DV0991
 DV0991                         *CURRENT SURVEY CONTROL
 DV0991  ___________________________________________________________________
 DV0991* NAD 83(1992)-  33 56 13.91459(N)    113 12 15.65613(W)     ADJUSTED  
 DV0991* NAVD 88     -       658.82   (+/-2cm)    2161.5    (feet)  VERTCON   
 DV0991  ___________________________________________________________________
 DV0991  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV0991  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0991
 DV0991  HORZ ORDER  -  FIRST
 DV0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0991
 DV0991.The horizontal coordinates were established by classical geodetic methods
 DV0991.and adjusted by the National Geodetic Survey in June 1998..
 DV0991
 DV0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0991.The vertical order pertains to the NGVD 29 superseded value.
 DV0991
 DV0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0991
 DV0991.The geoid height was determined by GEOID03.
 DV0991
 DV0991;                    North         East     Units Scale Factor Converg.
 DV0991;SPC AZ C     -   326,435.375    94,318.375   MT  1.00007464   -0 43 08.3
 DV0991;SPC AZ C     - 1,070,982.20    309,443.49   iFT  1.00007464   -0 43 08.3
 DV0991;SPC AZ W     -   325,833.448   263,803.851   MT  0.99996469   +0 18 16.7
 DV0991;SPC AZ W     - 1,069,007.38    865,498.20   iFT  0.99996469   +0 18 16.7
 DV0991;UTM  12      - 3,757,381.367   296,264.386   MT  1.00011172   -1 13 51.9
 DV0991
 DV0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0991!SPC AZ C     -   0.99990130  x   1.00007464  =   0.99997593
 DV0991!SPC AZ W     -   0.99990130  x   0.99996469  =   0.99986599
 DV0991!UTM  12      -   0.99990130  x   1.00011172  =   1.00001301
 DV0991
 DV0991|---------------------------------------------------------------------|
 DV0991| PID    Reference Object                     Distance      Geod. Az  |
 DV0991|                                                           dddmmss.s |
 DV0991| CS6614 E 25 RM 1                            12.096 METERS 05228     |
 DV0991| DV1883 WARNING RESET                       APPROX. 3.4 KM 0793347.1 |
 DV0991| CS6615 E 25 RM 2                            12.248 METERS 27719     |
 DV0991|---------------------------------------------------------------------|
 DV0991
 DV0991                          SUPERSEDED SURVEY CONTROL
 DV0991
 DV0991  NAD 83(1992)-  33 56 13.91459(N)    113 12 15.65613(W) AD(       ) 1
 DV0991  NAD 83(1986)-  33 56 13.91475(N)    113 12 15.66176(W) AD(       ) 1
 DV0991  NAD 27      -  33 56 13.80600(N)    113 12 12.96600(W) AD(       ) 1
 DV0991  NGVD 29 (??/??/92)  658.133  (m)         2159.22   (f) ADJ UNCH    2 0
 DV0991
 DV0991.Superseded values are not recommended for survey control.
 DV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0991.See file dsdata.txt to determine how the superseded data were derived.
 DV0991
 DV0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9626457381(NAD 83)
 DV0991_MARKER: DB = BENCH MARK DISK
 DV0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV0991_STAMPING: E 25 1933
 DV0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0991+STABILITY: SURFACE MOTION
 DV0991
 DV0991  HISTORY     - Date     Condition        Report By
 DV0991  HISTORY     - 1933     MONUMENTED       CGS
 DV0991  HISTORY     - 1944     GOOD             CGS
 DV0991  HISTORY     - 1944     GOOD             NGS
 DV0991  HISTORY     - 1967     GOOD             AMS
 DV0991  HISTORY     - 1985     GOOD             AZDT
 DV0991
 DV0991                          STATION DESCRIPTION
 DV0991
 DV0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV0991'STATION IS LOCATED ON THE N SIDE OF THE ATCHISON, TOPEKA
 DV0991'AND SANTA FE RAILWAY TRACK, 1-1/2 MILES W OF AGUILA.  IT
 DV0991'IS 181 FEET ENE OF RAILROAD MILEPOST 24, 83.4 FEET NNW OF
 DV0991'THE CENTER LINE OF THE A.T. AND S.F. RY. TRACK, 53 FEET SSE
 DV0991'OF THE CENTER LINE OF A DIRT ROAD ALONG THE TRACK, AND 16.8
 DV0991'FEET SSE OF A BARBED-WIRE FENCE.
 DV0991'
 DV0991'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 DV0991'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND
 DV0991'IS STAMPED E 25 1933.
 DV0991'
 DV0991'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ACROSS
 DV0991'THE A.T. AND S.F. RY. TRACK, THEN TURN SHARP LEFT ON DIRT
 DV0991'ROAD AND GO 1.6 MILES TO THE STATION ON THE LEFT.
 DV0991
 DV0991                          STATION RECOVERY (1944)
 DV0991
 DV0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DV0991'1.8 MI W FROM AGUILA.
 DV0991'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0991'AGUILA, MARICOPA COUNTY, 181 FEET EAST-NORTHEAST OF MILEPOST 24, 83.4
 DV0991'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE TRACK, 53 FEET
 DV0991'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD LEADING PAST THE
 DV0991'MARK, AND 16.8 FEET SOUTH-SOUTHEAST OF A BARBED WIRE FENCE.  A
 DV0991'STANDARD DISK, STAMPED E 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 DV0991'PROJECTING 6 INCHES ABOVE GROUND.
 DV0991
 DV0991                          STATION RECOVERY (1967)
 DV0991
 DV0991'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (SJH)
 DV0991'RECOVERED AS DESCRIBED.
 DV0991
 DV0991                          STATION RECOVERY (1985)
 DV0991
 DV0991'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV0991'THE STATION WAS RECOVERED AS DESCRIBED IN 1944.  REFERENCE MARKS 1 AND
 DV0991'2 WERE ESTABLISHED AT THIS TIME.
 DV0991'
 DV0991'REFERENCE MARK 1 IS A NGS DISK STAMPED---E 25 1933 1984---.  IT IS SET
 DV0991'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 DV0991'S
 DV0991'REFERENCE MARK 2 IS A NGS DISK STAMPED---E 25 1933 1984---.  IT IS SET
 DV0991'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 DV0991'
 DV0991'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 DV0991'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 DV0991'TRAVEL NORTH 0.05 MILE TO THE INTERSECTION OF VALLEY ROAD.  TURN LEFT
 DV0991'AND TRAVEL WEST FOR 0.15 MILE TO THE END OF PAVEMENT.  BARE LEFT AND
 DV0991'CROSS THE NORTHWEST BOUND RAILROAD TRACKS AND CONTINUE WEST ALONG THE
 DV0991'TRACK ROAD WHICH FOLLOWS THE WEST BOUND RAILROAD FOR 1.5 MILES TO THE
 DV0991'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0045 ***********************************************************************
 FQ0045  DESIGNATION -  E 252
 FQ0045  PID         -  FQ0045
 FQ0045  STATE/COUNTY-  AZ/NAVAJO
 FQ0045  USGS QUAD   -  TUCKER MESA (1983)
 FQ0045
 FQ0045                         *CURRENT SURVEY CONTROL
 FQ0045  ___________________________________________________________________
 FQ0045* NAD 83(1986)-  35 03 28.     (N)    110 48 16.     (W)     SCALED    
 FQ0045* NAVD 88     -      1507.454  (meters)    4945.71   (feet)  ADJUSTED  
 FQ0045  ___________________________________________________________________
 FQ0045  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0045  DYNAMIC HT  -        1505.456 (meters)    4939.15  (feet)  COMP
 FQ0045  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 FQ0045
 FQ0045  VERT ORDER  -  FIRST     CLASS II
 FQ0045
 FQ0045.The horizontal coordinates were scaled from a topographic map and have
 FQ0045.an estimated accuracy of +/- 6 seconds.
 FQ0045
 FQ0045.The orthometric height was determined by differential leveling
 FQ0045.and adjusted by the National Geodetic Survey in June 1991..
 FQ0045
 FQ0045.The geoid height was determined by GEOID03.
 FQ0045
 FQ0045.The dynamic height is computed by dividing the NAVD 88
 FQ0045.geopotential number by the normal gravity value computed on the
 FQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0045.degrees latitude (g = 980.6199 gals.).
 FQ0045
 FQ0045.The modeled gravity was interpolated from observed gravity values.
 FQ0045
 FQ0045;                    North         East    Units  Estimated Accuracy
 FQ0045;SPC AZ E     -   450,170.      155,190.      MT  (+/- 180 meters Scaled)
 FQ0045
 FQ0045                          SUPERSEDED SURVEY CONTROL
 FQ0045
 FQ0045  NGVD 29 (??/??/92) 1506.691  (m)         4943.20   (f) ADJ UNCH    1 2
 FQ0045
 FQ0045.Superseded values are not recommended for survey control.
 FQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0045.See file dsdata.txt to determine how the superseded data were derived.
 FQ0045
 FQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD178794(NAD 83)
 FQ0045_MARKER: DB = BENCH MARK DISK
 FQ0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0045_SP_SET: ABUTMENT
 FQ0045_STAMPING: E 252 1939
 FQ0045_MARK LOGO: CGS   
 FQ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0045
 FQ0045  HISTORY     - Date     Condition        Report By
 FQ0045  HISTORY     - 1939     MONUMENTED       CGS
 FQ0045  HISTORY     - 1959     GOOD             NGS
 FQ0045  HISTORY     - 1983     GOOD             NGS
 FQ0045
 FQ0045                          STATION DESCRIPTION
 FQ0045
 FQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0045'6.5 MI W FROM WINSLOW.
 FQ0045'IN COCONINO COUNTY, 6.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0045'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, 0.3 MILE WEST OF
 FQ0045'MILEPOST 292, AT BRIDGE A 293, IN THE TOP OF THE NORTH END OF THE EAST
 FQ0045'ABUTMENT, AND 8 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK. A
 FQ0045'STANDARD DISK, STAMPED E 252 1939.  NOTE-- THE BRIDGE MENTIONED IS A
 FQ0045'SMALL ONE AND MAY BE MORE PROPERLY CLASSIFIED AS A CULVERT.
 FQ0045
 FQ0045                          STATION RECOVERY (1983)
 FQ0045
 FQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0045'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.7 KM (6.65
 FQ0045'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0045'POST OFFICE IN WINSLOW, 0.5 KM (0.3 MI) WEST OF RAILROAD MILEPOST 292,
 FQ0045'0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 247, IN THE NORTH END OF THE
 FQ0045'EAST CONCRETE ABUTMENT OF A SMALL RAILROAD BRIDGE, 83.8 METERS (274.9
 FQ0045'FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY
 FQ0045'AND 2.5 METERS (8.2 FT) NORTHWEST OF THE NEAR RAIL OF THE SANTA FE
 FQ0045'RAILROAD.
 FQ0045'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0568 ***********************************************************************
 FS0568  DESIGNATION -  E 253 RESET
 FS0568  PID         -  FS0568
 FS0568  STATE/COUNTY-  AZ/MOHAVE
 FS0568  USGS QUAD   -  KINGMAN (1980)
 FS0568
 FS0568                         *CURRENT SURVEY CONTROL
 FS0568  ___________________________________________________________________
 FS0568* NAD 83(1986)-  35 11 26.     (N)    114 03 46.     (W)     SCALED    
 FS0568* NAVD 88     -      1017.772  (meters)    3339.14   (feet)  ADJUSTED  
 FS0568  ___________________________________________________________________
 FS0568  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0568  DYNAMIC HT  -        1016.576 (meters)    3335.22  (feet)  COMP
 FS0568  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 FS0568
 FS0568  VERT ORDER  -  FIRST     CLASS II
 FS0568
 FS0568.The horizontal coordinates were scaled from a topographic map and have
 FS0568.an estimated accuracy of +/- 6 seconds.
 FS0568
 FS0568.The orthometric height was determined by differential leveling
 FS0568.and adjusted by the National Geodetic Survey in June 1991..
 FS0568
 FS0568.The geoid height was determined by GEOID03.
 FS0568
 FS0568.The dynamic height is computed by dividing the NAVD 88
 FS0568.geopotential number by the normal gravity value computed on the
 FS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0568.degrees latitude (g = 980.6199 gals.).
 FS0568
 FS0568.The modeled gravity was interpolated from observed gravity values.
 FS0568
 FS0568;                    North         East    Units  Estimated Accuracy
 FS0568;SPC AZ W     -   464,770.      184,880.      MT  (+/- 180 meters Scaled)
 FS0568
 FS0568                          SUPERSEDED SURVEY CONTROL
 FS0568
 FS0568.No superseded survey control is available for this station.
 FS0568
 FS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU674981(NAD 83)
 FS0568_MARKER: DB = BENCH MARK DISK
 FS0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0568_SP_SET: BRIDGE
 FS0568_STAMPING: E 253 1940 RESET 1959
 FS0568_MARK LOGO: CGS   
 FS0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0568
 FS0568  HISTORY     - Date     Condition        Report By
 FS0568  HISTORY     - 1959     MONUMENTED       AZHD
 FS0568  HISTORY     - 1982     GOOD             NGS
 FS0568
 FS0568                          STATION DESCRIPTION
 FS0568
 FS0568'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1959
 FS0568'0.5 MI W FROM KINGMAN.
 FS0568'THE MARK IS LOCATED 0.5 MILES WEST ALONG U.S. HIGHWAY 93 FROM
 FS0568'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN,
 FS0568'AT THE SOUTHWEST END OF A BRIDGE, 35 FEET SOUTH OF THE
 FS0568'CENTERLINE OF THE HIGHWAY, 3 FEET HIGHER THAN THE HIGHWAY,
 FS0568'AND IN THE TOP OF THE CONCRETE BRIDGE DADO.
 FS0568
 FS0568                          STATION RECOVERY (1982)
 FS0568
 FS0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0568'0.5 KM (0.3 MI) EAST ALONG US HIGHWAY 93 FROM THE INTERSTATE HIGHWAY
 FS0568'40 OVERPASS IN KINGMAN, AT A BRIDGE WITH METAL RAILING OVER A WASH, IN
 FS0568'TOP OF THE SOUTH CONCRETE GUARDRAIL, 0.6 METER (1.9 FT) EAST OF THE
 FS0568'WEST END, 10 METERS (33 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FS0568'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0348 ***********************************************************************
 FS0348  DESIGNATION -  E 254
 FS0348  PID         -  FS0348
 FS0348  STATE/COUNTY-  AZ/MOHAVE
 FS0348  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0348
 FS0348                         *CURRENT SURVEY CONTROL
 FS0348  ___________________________________________________________________
 FS0348* NAD 83(1986)-  35 32 02.     (N)    114 21 21.     (W)     SCALED    
 FS0348* NAVD 88     -       900.286  (meters)    2953.69   (feet)  ADJUSTED  
 FS0348  ___________________________________________________________________
 FS0348  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0348  DYNAMIC HT  -         899.255 (meters)    2950.31  (feet)  COMP
 FS0348  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 FS0348
 FS0348  VERT ORDER  -  FIRST     CLASS I
 FS0348
 FS0348.The horizontal coordinates were scaled from a topographic map and have
 FS0348.an estimated accuracy of +/- 6 seconds.
 FS0348
 FS0348.The orthometric height was determined by differential leveling
 FS0348.and adjusted by the National Geodetic Survey in June 1991..
 FS0348
 FS0348.The geoid height was determined by GEOID03.
 FS0348
 FS0348.The dynamic height is computed by dividing the NAVD 88
 FS0348.geopotential number by the normal gravity value computed on the
 FS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0348.degrees latitude (g = 980.6199 gals.).
 FS0348
 FS0348.The modeled gravity was interpolated from observed gravity values.
 FS0348
 FS0348;                    North         East    Units  Estimated Accuracy
 FS0348;SPC AZ W     -   502,990.      158,420.      MT  (+/- 180 meters Scaled)
 FS0348
 FS0348                          SUPERSEDED SURVEY CONTROL
 FS0348
 FS0348  NGVD 29 (??/??/92)  899.513  (m)         2951.15   (f) ADJ UNCH    1 1
 FS0348
 FS0348.Superseded values are not recommended for survey control.
 FS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0348.See file dsdata.txt to determine how the superseded data were derived.
 FS0348
 FS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV397354(NAD 83)
 FS0348_MARKER: DB = BENCH MARK DISK
 FS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0348_STAMPING: E 254 1941
 FS0348_MARK LOGO: CGS   
 FS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0348+STABILITY: SURFACE MOTION
 FS0348
 FS0348  HISTORY     - Date     Condition        Report By
 FS0348  HISTORY     - 1941     MONUMENTED       CGS
 FS0348  HISTORY     - 1950     GOOD             NGS
 FS0348  HISTORY     - 1978     GOOD             LOCSUR
 FS0348  HISTORY     - 1982     GOOD             NGS
 FS0348  HISTORY     - 19870112 GOOD             USPSQD
 FS0348
 FS0348                          STATION DESCRIPTION
 FS0348
 FS0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0348'11 MI NW FROM GRASSHOPPER JUNCTION.
 FS0348'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0348'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE NORTHWEST OF
 FS0348'MILEPOST 42, 162 FEET WEST OF THE APPROXIMATE CENTER OF A
 FS0348'TRIANGLE FORMED BY THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST
 FS0348'TO PIERCES FERRY, 79.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0348'HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK
 FS0348'ROAD LEADING SOUTHWEST, 29.8 FEET SOUTHWEST OF A FENCE, 12 FEET
 FS0348'SOUTHWEST OF THE SOUTHWEST END OF A SIGN READING MODERN CABINS
 FS0348'AIR-COOLED APTS. SHEPS PLEASENT VALLEY LODGE, 3.3 FEET NORTHEAST
 FS0348'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0348'0.1 FOOT ABOVE THE GROUND.
 FS0348
 FS0348                          STATION RECOVERY (1978)
 FS0348
 FS0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0348'RECOVERED IN GOOD CONDITION.
 FS0348
 FS0348                          STATION RECOVERY (1982)
 FS0348
 FS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0348'RECOVERED IN GOOD CONDITION.
 FS0348
 FS0348                          STATION RECOVERY (1987)
 FS0348
 FS0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0543 ***********************************************************************
 ET0543  DESIGNATION -  E 255
 ET0543  PID         -  ET0543
 ET0543  STATE/COUNTY-  AZ/YAVAPAI
 ET0543  USGS QUAD   -  SIMMONS (1979)
 ET0543
 ET0543                         *CURRENT SURVEY CONTROL
 ET0543  ___________________________________________________________________
 ET0543* NAD 83(1986)-  34 48 31.     (N)    112 37 33.     (W)     SCALED    
 ET0543* NAVD 88     -      1394.353  (meters)    4574.64   (feet)  POSTED    
 ET0543  ___________________________________________________________________
 ET0543  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0543  DYNAMIC HT  -        1392.530 (meters)    4568.66  (feet)  COMP
 ET0543  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 ET0543
 ET0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0543
 ET0543.The horizontal coordinates were scaled from a topographic map and have
 ET0543.an estimated accuracy of +/- 6 seconds.
 ET0543
 ET0543.The orthometric height was determined by differential leveling
 ET0543.and adjusted by the National Geodetic Survey in November 2005..
 ET0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0543.rate of 0.0 thru 1.0 mm/km.
 ET0543
 ET0543.The geoid height was determined by GEOID03.
 ET0543
 ET0543.The dynamic height is computed by dividing the NAVD 88
 ET0543.geopotential number by the normal gravity value computed on the
 ET0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0543.degrees latitude (g = 980.6199 gals.).
 ET0543
 ET0543.The modeled gravity was interpolated from observed gravity values.
 ET0543
 ET0543;                    North         East    Units  Estimated Accuracy
 ET0543;SPC AZ C     -   422,570.      148,480.      MT  (+/- 180 meters Scaled)
 ET0543
 ET0543                          SUPERSEDED SURVEY CONTROL
 ET0543
 ET0543  NGVD 29 (??/??/92) 1393.55   (m)         4572.0    (f) COMPUTED    2 0
 ET0543
 ET0543.Superseded values are not recommended for survey control.
 ET0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0543.See file dsdata.txt to determine how the superseded data were derived.
 ET0543
 ET0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD512530(NAD 83)
 ET0543_MARKER: DB = BENCH MARK DISK
 ET0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0543_STAMPING: E 255 1941
 ET0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0543+STABILITY: SURFACE MOTION
 ET0543
 ET0543  HISTORY     - Date     Condition        Report By
 ET0543  HISTORY     - 1941     MONUMENTED       CGS
 ET0543
 ET0543                          STATION DESCRIPTION
 ET0543
 ET0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0543'0.9 MI SE FROM SIMMONS.
 ET0543'TO REACH FROM CONCRETE BRIDGE OVER HITT WASH AT SIMMONS-- GO 0.9 MILE
 ET0543'SOUTHERLY ALONG COUNTY ROAD TO THE PLACE OLD ROAD INTERSECTS NEW ROAD
 ET0543'AND SITE OF BENCH MARK.  BENCH MARK IS 52.0 FEET NORTH OF THE NORTH
 ET0543'END OF ROAD CUT, 45.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 ET0543'CENTER OF INTERSECTION OF OLD ROAD AND NEW COUNTY ROAD.  IT IS 25.0
 ET0543'FEET SOUTH OF FENCE CORNER AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 ET0543'MARKER POST PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0264 ***********************************************************************
 FR0264  DESIGNATION -  E 257
 FR0264  PID         -  FR0264
 FR0264  STATE/COUNTY-  AZ/YAVAPAI
 FR0264  USGS QUAD   -  PURCELL CANYON (1973)
 FR0264
 FR0264                         *CURRENT SURVEY CONTROL
 FR0264  ___________________________________________________________________
 FR0264* NAD 83(1986)-  35 09 16.     (N)    112 54 58.     (W)     SCALED    
 FR0264* NAVD 88     -      1569.78   (+/-2cm)    5150.2    (feet)  VERTCON   
 FR0264  ___________________________________________________________________
 FR0264  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FR0264
 FR0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0264
 FR0264.The horizontal coordinates were scaled from a topographic map and have
 FR0264.an estimated accuracy of +/- 6 seconds.
 FR0264
 FR0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0264.The vertical order pertains to the NGVD 29 superseded value.
 FR0264
 FR0264.The geoid height was determined by GEOID03.
 FR0264
 FR0264;                    North         East    Units  Estimated Accuracy
 FR0264;SPC AZ C     -   461,160.      122,300.      MT  (+/- 180 meters Scaled)
 FR0264
 FR0264                          SUPERSEDED SURVEY CONTROL
 FR0264
 FR0264  NGVD 29 (??/??/92) 1568.873  (m)         5147.21   (f) ADJ UNCH    2 0
 FR0264
 FR0264.Superseded values are not recommended for survey control.
 FR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0264.See file dsdata.txt to determine how the superseded data were derived.
 FR0264
 FR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD254918(NAD 83)
 FR0264_MARKER: DB = BENCH MARK DISK
 FR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0264_STAMPING: E 257 1941
 FR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0264+STABILITY: SURFACE MOTION
 FR0264
 FR0264  HISTORY     - Date     Condition        Report By
 FR0264  HISTORY     - 1941     MONUMENTED       CGS
 FR0264  HISTORY     - 1973     GOOD             USGS
 FR0264
 FR0264                          STATION DESCRIPTION
 FR0264
 FR0264'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0264'14.9 MI SE FROM SELIGMAN.
 FR0264'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0264'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0264'13.6 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.3
 FR0264'MILE NORTH OF THE PRESCOTT NATIONAL FOREST BOUNDARY, ABOUT 0.1 MILE
 FR0264'SOUTH OF THE SUMMIT OF A HILL ON THE SOUTH SLOPE OF THE HILL, ABOUT 80
 FR0264'FT. WEST OF THE CENTER LINE OF THE ROAD, 3 FT. WEST OF A WOODEN
 FR0264'WITNESS POST AND ABOUT 8.0 FT. HIGHER THAN THE ROAD.  A STANDARD DISK,
 FR0264'STAMPED E 257 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FR0264'ABOUT 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0420 ***********************************************************************
 ET0420  DESIGNATION -  E 26
 ET0420  PID         -  ET0420
 ET0420  STATE/COUNTY-  AZ/YAVAPAI
 ET0420  USGS QUAD   -  DATE (1969)
 ET0420
 ET0420                         *CURRENT SURVEY CONTROL
 ET0420  ___________________________________________________________________
 ET0420* NAD 83(1986)-  34 20 14.     (N)    112 55 08.     (W)     SCALED    
 ET0420* NAVD 88     -      1069.492  (meters)    3508.82   (feet)  POSTED    
 ET0420  ___________________________________________________________________
 ET0420  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 ET0420  DYNAMIC HT  -        1068.130 (meters)    3504.36  (feet)  COMP
 ET0420  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 ET0420
 ET0420  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0420
 ET0420.The horizontal coordinates were scaled from a topographic map and have
 ET0420.an estimated accuracy of +/- 6 seconds.
 ET0420
 ET0420.The orthometric height was determined by differential leveling
 ET0420.and adjusted by the National Geodetic Survey in November 2005..
 ET0420.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0420.rate of 1.1 thru 2.0 mm/km.
 ET0420
 ET0420.The geoid height was determined by GEOID03.
 ET0420
 ET0420.The dynamic height is computed by dividing the NAVD 88
 ET0420.geopotential number by the normal gravity value computed on the
 ET0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0420.degrees latitude (g = 980.6199 gals.).
 ET0420
 ET0420.The modeled gravity was interpolated from observed gravity values.
 ET0420
 ET0420;                    North         East    Units  Estimated Accuracy
 ET0420;SPC AZ C     -   370,510.      121,150.      MT  (+/- 180 meters Scaled)
 ET0420
 ET0420                          SUPERSEDED SURVEY CONTROL
 ET0420
 ET0420  NGVD 29 (??/??/92) 1068.760  (m)         3506.42   (f) ADJ UNCH    2 0
 ET0420
 ET0420.Superseded values are not recommended for survey control.
 ET0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0420.See file dsdata.txt to determine how the superseded data were derived.
 ET0420
 ET0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD234012(NAD 83)
 ET0420_MARKER: DB = BENCH MARK DISK
 ET0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0420_SP_SET: CULVERT
 ET0420_STAMPING: E 26 1933
 ET0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0420
 ET0420  HISTORY     - Date     Condition        Report By
 ET0420  HISTORY     - 1933     MONUMENTED       CGS
 ET0420
 ET0420                          STATION DESCRIPTION
 ET0420
 ET0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0420'1.8 MI N FROM DATE.
 ET0420'ON A.T. AND S.F. RIGHT OF WAY, 800 FEET SOUTH OF MILEPOST 108, ON TOP
 ET0420'OF WESTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. A-109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0572 ***********************************************************************
 CY0572  DESIGNATION -  E 260
 CY0572  PID         -  CY0572
 CY0572  STATE/COUNTY-  AZ/GRAHAM
 CY0572  USGS QUAD   -  SAN JOSE (1985)
 CY0572
 CY0572                         *CURRENT SURVEY CONTROL
 CY0572  ___________________________________________________________________
 CY0572* NAD 83(1986)-  32 48 47.     (N)    109 36 03.     (W)     SCALED    
 CY0572* NAVD 88     -       918.689  (meters)    3014.07   (feet)  ADJUSTED  
 CY0572  ___________________________________________________________________
 CY0572  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0572  DYNAMIC HT  -         917.411 (meters)    3009.87  (feet)  COMP
 CY0572  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 CY0572
 CY0572  VERT ORDER  -  SECOND    CLASS 0
 CY0572
 CY0572.The horizontal coordinates were scaled from a topographic map and have
 CY0572.an estimated accuracy of +/- 6 seconds.
 CY0572
 CY0572.The orthometric height was determined by differential leveling
 CY0572.and adjusted by the National Geodetic Survey in June 1991..
 CY0572
 CY0572.The geoid height was determined by GEOID03.
 CY0572
 CY0572.The dynamic height is computed by dividing the NAVD 88
 CY0572.geopotential number by the normal gravity value computed on the
 CY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0572.degrees latitude (g = 980.6199 gals.).
 CY0572
 CY0572.The modeled gravity was interpolated from observed gravity values.
 CY0572
 CY0572;                    North         East    Units  Estimated Accuracy
 CY0572;SPC AZ E     -   201,160.      266,350.      MT  (+/- 180 meters Scaled)
 CY0572
 CY0572                          SUPERSEDED SURVEY CONTROL
 CY0572
 CY0572  NGVD 29 (??/??/92)  918.10   (m)         3012.1    (f) COMPUTED    2 0
 CY0572
 CY0572.Superseded values are not recommended for survey control.
 CY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0572.See file dsdata.txt to determine how the superseded data were derived.
 CY0572
 CY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB309314(NAD 83)
 CY0572_MARKER: DB = BENCH MARK DISK
 CY0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0572_SP_SET: CULVERT
 CY0572_STAMPING: E 260 1945
 CY0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0572
 CY0572  HISTORY     - Date     Condition        Report By
 CY0572  HISTORY     - 1945     MONUMENTED       CGS
 CY0572  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0572
 CY0572                          STATION DESCRIPTION
 CY0572
 CY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0572'1.7 MI E FROM SOLOMON.
 CY0572'ALONG U.S. HIGHWAYS 70 AND 666, ABOUT 1.7 MILES EAST OF SOLOMON, 0.2
 CY0572'MILE WEST OF JUNCTION OF U.S. HIGHWAYS 70 AND 666, ABOUT 200 FEET WEST
 CY0572'OF A FILLING STATION, A BRONZE BENCH MARK DISK SET IN TOP OF NORTHWEST
 CY0572'WINGWALL OF LARGE CONCRETE IRRIGATION CULVERT AND 12 FEET NORTH OF
 CY0572'CENTER LINE OF HIGHWAY.
 CY0572
 CY0572                          STATION RECOVERY (1958)
 CY0572
 CY0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0178 ***********************************************************************
 CG0178  DESIGNATION -  E 261
 CG0178  PID         -  CG0178
 CG0178  STATE/COUNTY-  AZ/COCHISE
 CG0178  USGS QUAD   -  HEREFORD (1983)
 CG0178
 CG0178                         *CURRENT SURVEY CONTROL
 CG0178  ___________________________________________________________________
 CG0178* NAD 83(1986)-  31 25 01.     (N)    110 07 21.     (W)     SCALED    
 CG0178* NAVD 88     -      1296.37   (+/-2cm)    4253.2    (feet)  VERTCON   
 CG0178  ___________________________________________________________________
 CG0178  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0178
 CG0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0178
 CG0178.The horizontal coordinates were scaled from a topographic map and have
 CG0178.an estimated accuracy of +/- 6 seconds.
 CG0178
 CG0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0178.The vertical order pertains to the NGVD 29 superseded value.
 CG0178
 CG0178.The geoid height was determined by GEOID03.
 CG0178
 CG0178;                    North         East    Units  Estimated Accuracy
 CG0178;SPC AZ E     -    46,220.      217,560.      MT  (+/- 180 meters Scaled)
 CG0178
 CG0178                          SUPERSEDED SURVEY CONTROL
 CG0178
 CG0178  NGVD 29 (??/??/92) 1295.512  (m)         4250.36   (f) ADJ UNCH    2 0
 CG0178
 CG0178.Superseded values are not recommended for survey control.
 CG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0178.See file dsdata.txt to determine how the superseded data were derived.
 CG0178
 CG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV834761(NAD 83)
 CG0178_MARKER: DB = BENCH MARK DISK
 CG0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0178_STAMPING: E 261 1945
 CG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0178+STABILITY: SURFACE MOTION
 CG0178
 CG0178  HISTORY     - Date     Condition        Report By
 CG0178  HISTORY     - 1945     MONUMENTED       CGS
 CG0178  HISTORY     - 20010419 MARK NOT FOUND   NGS
 CG0178
 CG0178                          STATION DESCRIPTION
 CG0178
 CG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0178'IN HEREFORD AAF.
 CG0178'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, 91 FEET WEST OF THE
 CG0178'CENTERLINE OF A NORTH AND SOUTH COUNTY ROAD, 21 FEET NORTH OF THE
 CG0178'NORTH POST OF THE MAIN GATE, 2 FEET EAST OF A FENCE, AND 1.5 FEET
 CG0178'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 261
 CG0178'1945 AND SET IN THE TOP OF A CONCRETE POST.
 CG0178
 CG0178                          STATION RECOVERY (2001)
 CG0178
 CG0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0041 ***********************************************************************
 ET0041  DESIGNATION -  E 262
 ET0041  PID         -  ET0041
 ET0041  STATE/COUNTY-  AZ/YAVAPAI
 ET0041  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0041
 ET0041                         *CURRENT SURVEY CONTROL
 ET0041  ___________________________________________________________________
 ET0041* NAD 83(1986)-  34 39 38.     (N)    112 24 29.     (W)     SCALED    
 ET0041* NAVD 88     -      1511.47   (+/-2cm)    4958.9    (feet)  VERTCON   
 ET0041  ___________________________________________________________________
 ET0041  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ET0041
 ET0041  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0041
 ET0041.This mark is at Ernest A Love Field Airport (PRC)
 ET0041
 ET0041.The horizontal coordinates were scaled from a topographic map and have
 ET0041.an estimated accuracy of +/- 6 seconds.
 ET0041
 ET0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0041.The vertical order pertains to the NGVD 29 superseded value.
 ET0041
 ET0041.The geoid height was determined by GEOID03.
 ET0041
 ET0041;                    North         East    Units  Estimated Accuracy
 ET0041;SPC AZ C     -   406,030.      168,320.      MT  (+/- 180 meters Scaled)
 ET0041
 ET0041                          SUPERSEDED SURVEY CONTROL
 ET0041
 ET0041  NGVD 29 (??/??/92) 1510.614  (m)         4956.07   (f) ADJ UNCH    1 2
 ET0041
 ET0041.Superseded values are not recommended for survey control.
 ET0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0041.See file dsdata.txt to determine how the superseded data were derived.
 ET0041
 ET0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709363(NAD 83)
 ET0041_MARKER: DB = BENCH MARK DISK
 ET0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0041_STAMPING: E 262 1945
 ET0041_MARK LOGO: USGS  
 ET0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0041+STABILITY: SURFACE MOTION
 ET0041
 ET0041  HISTORY     - Date     Condition        Report By
 ET0041  HISTORY     - 1945     MONUMENTED       CGS
 ET0041  HISTORY     - 1960     GOOD             NGS
 ET0041  HISTORY     - 19930615 GOOD             NGS
 ET0041  HISTORY     - 19951213 GOOD             CHANCE
 ET0041
 ET0041                          STATION DESCRIPTION
 ET0041
 ET0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0041'1.1 MI NE FROM ERNEST A LOVE AIRPORT.
 ET0041'AT THE ERNEST A. LOVE AIRPORT, ABOUT 1.1 MILES NORTHEAST OF THE
 ET0041'WEATHER BUREAU STATION, SET AT THE GATE ON THE NORTHEAST SIDE OF FIELD
 ET0041'AND NEAR THE EAST CORNER, 41.4 FEET NORTHWEST OF THE CORNER FENCE
 ET0041'POST, 13.7 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 1.5 FEET
 ET0041'SOUTHWEST OF THE FENCE, 1.5 FEET NORTHWEST OF REFERENCE POST.  BRONZE
 ET0041'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 ET0041'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 ET0041
 ET0041                          STATION RECOVERY (1960)
 ET0041
 ET0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0041'RECOVERED IN GOOD CONDITION.
 ET0041
 ET0041                          STATION RECOVERY (1993)
 ET0041
 ET0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 ET0041'RECOVERED AS DESCRIBED.
 ET0041
 ET0041                          STATION RECOVERY (1995)
 ET0041
 ET0041'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0041'RECOVERY NOTE BY CHANCE 1995  RECOVERED IN GOOD CONDITION.  A NEW AND
 ET0041'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 12
 ET0041'KM (7.45 MI) NORTH OF THE CITY OF PRESCOTT AT THE ERNEST A LOVE FIELD
 ET0041'AIRPORT.  OWNERSHIP -- CITY OF PRESCOTT, BRUCE JAEGER - OPERATIONS
 ET0041'SUPERVISOR, PHONE (520) 445-7860  TO REACH THE STATION FROM THE
 ET0041'JUNCTION OF US HIGHWAY 89 AND US HIGHWAY 89 ALTERNATE NORTH OF
 ET0041'PRESCOTT, PROCEED NORTH ON US HIGHWAY 89 FOR 4.0 KM (2.50 MI) TO THE
 ET0041'JUNCTION WITH MCCURDY DRIVE.  TURN RIGHT AND GO NORTHEASTERLY ON
 ET0041'MCCURDY DRIVE FOR 0.65 KM (0.40 MI) TO THE JUNCTION WITH JANINE ROAD.
 ET0041'TURN LEFT AND GO NORTHELY ON JANINE ROAD FOR 0.25 KM (0.15 MI) TO THE
 ET0041'FUEL FARM AND AIRPORT OPERATIONS BUILDING (BLDG 6546) AND ACCESS GATE
 ET0041'ON THE RIGHT.  PASS THROUGH THE GATE AND PROCEED NORTHEAST FOR 0.1 KM
 ET0041'(0.05 MI) ACROSS APRON TO TAXIWAY E.  TURN LEFT AND GO NORTHWESTERLY
 ET0041'ON TAXIWAY E FOR 0.16 KM (0.10 MI) TO THE END.  TAKE THE GRAVEL ROAD
 ET0041'AROUND THE THRESHOLD OF RUNWAY 11 FOR 0.32 KM, (0.20 MI) THEN GO
 ET0041'SOUTHEAST ALONG THE APRON FOR 0.4 KM (0.25 MI) TO TAXIWAY C.  TURN
 ET0041'LEFT AND GO NORTHEAST ON TAXIWAY C FOR 0.16 KM (0.10 MI) TO TAXIWAY
 ET0041'C6.  TURN RIGHT AND PROCEED SOUTHEAST ON TAXIWAY C6, CROSSING RUNWAY
 ET0041'21L TO THE STATION ON THE RIGHT  THE STATION IS A STANDARD BENCH MARK
 ET0041'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 ET0041'0.4 FOOT (12.2 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 134.2 M
 ET0041'(440.3 FT) NORTHEAST OF A TOWER, 117.0 M (383.9 FT) SOUTHWEST OF THE
 ET0041'SOUTHWEST EDGE OF TAXIWAY D6, 83.2 M (273.0 FT) SOUTHEAST OF THE EDGE
 ET0041'OF RUNWAY 21L, 53.6 M (175.9 FT) NORTHWEST OF EDGE OF TAXIWAY D, AND
 ET0041'0.65 M (2.13 FT) NORTHEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1070 ***********************************************************************
 DV1070  DESIGNATION -  E 263
 DV1070  PID         -  DV1070
 DV1070  STATE/COUNTY-  AZ/MARICOPA
 DV1070  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1070
 DV1070                         *CURRENT SURVEY CONTROL
 DV1070  ___________________________________________________________________
 DV1070* NAD 83(1986)-  33 29 37.     (N)    113 00 21.     (W)     SCALED    
 DV1070* NAVD 88     -       365.954  (meters)    1200.63   (feet)  ADJUSTED  
 DV1070  ___________________________________________________________________
 DV1070  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1070  DYNAMIC HT  -         365.533 (meters)    1199.25  (feet)  COMP
 DV1070  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV1070
 DV1070  VERT ORDER  -  FIRST     CLASS II
 DV1070
 DV1070.The horizontal coordinates were scaled from a topographic map and have
 DV1070.an estimated accuracy of +/- 6 seconds.
 DV1070
 DV1070.The orthometric height was determined by differential leveling
 DV1070.and adjusted by the National Geodetic Survey in June 1991..
 DV1070
 DV1070.The geoid height was determined by GEOID03.
 DV1070
 DV1070.The dynamic height is computed by dividing the NAVD 88
 DV1070.geopotential number by the normal gravity value computed on the
 DV1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1070.degrees latitude (g = 980.6199 gals.).
 DV1070
 DV1070.The modeled gravity was interpolated from observed gravity values.
 DV1070
 DV1070;                    North         East    Units  Estimated Accuracy
 DV1070;SPC AZ C     -   277,020.      112,150.      MT  (+/- 180 meters Scaled)
 DV1070
 DV1070                          SUPERSEDED SURVEY CONTROL
 DV1070
 DV1070  NGVD 29 (??/??/92)  365.307  (m)         1198.51   (f) ADJ UNCH    1 2
 DV1070
 DV1070.Superseded values are not recommended for survey control.
 DV1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1070.See file dsdata.txt to determine how the superseded data were derived.
 DV1070
 DV1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC136078(NAD 83)
 DV1070_MARKER: DB = BENCH MARK DISK
 DV1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1070_STAMPING: E 263 1947
 DV1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1070+STABILITY: SURFACE MOTION
 DV1070
 DV1070  HISTORY     - Date     Condition        Report By
 DV1070  HISTORY     - 1947     MONUMENTED       CGS
 DV1070  HISTORY     - 1967     GOOD             NGS
 DV1070  HISTORY     - 1981     GOOD             NGS
 DV1070
 DV1070                          STATION DESCRIPTION
 DV1070
 DV1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1070'3.6 MI W FROM TONOPAH.
 DV1070'ABOUT 3.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1070'TONOPAH, IN S 20, T 2 N, R 7 W, 0.3 MILE EAST OF A GRAVELED WASH, 34
 DV1070'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 204 FEET SOUTHEAST AND
 DV1070'ACROSS THE ROAD FROM POWER POLE NUMBER 65, 2.5 FEET SOUTH OF A METAL
 DV1070'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DV1070'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV1070
 DV1070                          STATION RECOVERY (1981)
 DV1070
 DV1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0727 ***********************************************************************
 DV0727  DESIGNATION -  E 264
 DV0727  PID         -  DV0727
 DV0727  STATE/COUNTY-  AZ/MARICOPA
 DV0727  USGS QUAD   -  BUCKEYE NW (1982)
 DV0727
 DV0727                         *CURRENT SURVEY CONTROL
 DV0727  ___________________________________________________________________
 DV0727* NAD 83(1986)-  33 25 42.     (N)    112 40 50.     (W)     SCALED    
 DV0727* NAVD 88     -       314.36   (+/-2cm)    1031.4    (feet)  VERTCON   
 DV0727  ___________________________________________________________________
 DV0727  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0727
 DV0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0727
 DV0727.The horizontal coordinates were scaled from a topographic map and have
 DV0727.an estimated accuracy of +/- 6 seconds.
 DV0727
 DV0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0727.The vertical order pertains to the NGVD 29 superseded value.
 DV0727
 DV0727.The geoid height was determined by GEOID03.
 DV0727
 DV0727;                    North         East    Units  Estimated Accuracy
 DV0727;SPC AZ C     -   269,510.      142,330.      MT  (+/- 180 meters Scaled)
 DV0727
 DV0727                          SUPERSEDED SURVEY CONTROL
 DV0727
 DV0727  NGVD 29 (??/??/92)  313.718  (m)         1029.26   (f) ADJ UNCH    1 2
 DV0727
 DV0727.Superseded values are not recommended for survey control.
 DV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0727.See file dsdata.txt to determine how the superseded data were derived.
 DV0727
 DV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC437000(NAD 83)
 DV0727_MARKER: DB = BENCH MARK DISK
 DV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0727_STAMPING: E 264 1947
 DV0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0727+STABILITY: SURFACE MOTION
 DV0727
 DV0727  HISTORY     - Date     Condition        Report By
 DV0727  HISTORY     - 1947     MONUMENTED       CGS
 DV0727  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0727
 DV0727                          STATION DESCRIPTION
 DV0727
 DV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0727'12.0 MI NW FROM BUCKEYE.
 DV0727'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0727'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0727'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 2.4 MILES SOUTH
 DV0727'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT LUKE NO. 5
 DV0727'AIRPORT, 0.2 MILE WEST ALONG THE NORTH BOUNDARY WIRE FENCE FROM THE
 DV0727'NORTHEAST CORNER OF THE AIRPORT, IN LINE WITH THE CENTER OF THE
 DV0727'PROLONGATION OF A NORTH-SOUTH RUNWAY, 8.8 FEET SOUTH OF A EAST-WEST
 DV0727'ROAD, 1.2 FEET NORTH OF THE NORTH BOUNDARY FENCE, 2.5 FEET EAST OF A
 DV0727'WHITE WOODEN REFERENCE POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0727'OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0727
 DV0727                          STATION RECOVERY (1981)
 DV0727
 DV0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0727'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0548 ***********************************************************************
 DV0548  DESIGNATION -  E 265
 DV0548  PID         -  DV0548
 DV0548  STATE/COUNTY-  AZ/MARICOPA
 DV0548  USGS QUAD   -  PERRYVILLE (1982)
 DV0548
 DV0548                         *CURRENT SURVEY CONTROL
 DV0548  ___________________________________________________________________
 DV0548* NAD 83(1986)-  33 29 36.     (N)    112 28 12.     (W)     SCALED    
 DV0548* NAVD 88     -       345.653  (meters)    1134.03   (feet)  ADJUSTED  
 DV0548  ___________________________________________________________________
 DV0548  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV0548  DYNAMIC HT  -         345.255 (meters)    1132.72  (feet)  COMP
 DV0548  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DV0548
 DV0548  VERT ORDER  -  FIRST     CLASS II
 DV0548
 DV0548.The horizontal coordinates were scaled from a topographic map and have
 DV0548.an estimated accuracy of +/- 6 seconds.
 DV0548
 DV0548.The orthometric height was determined by differential leveling
 DV0548.and adjusted by the National Geodetic Survey in June 1991..
 DV0548
 DV0548.The geoid height was determined by GEOID03.
 DV0548
 DV0548.The dynamic height is computed by dividing the NAVD 88
 DV0548.geopotential number by the normal gravity value computed on the
 DV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0548.degrees latitude (g = 980.6199 gals.).
 DV0548
 DV0548.The modeled gravity was interpolated from observed gravity values.
 DV0548
 DV0548;                    North         East    Units  Estimated Accuracy
 DV0548;SPC AZ C     -   276,600.      161,940.      MT  (+/- 180 meters Scaled)
 DV0548
 DV0548                          SUPERSEDED SURVEY CONTROL
 DV0548
 DV0548  NGVD 29 (??/??/92)  345.200  (m)         1132.54   (f) ADJ UNCH    1 2
 DV0548
 DV0548.Superseded values are not recommended for survey control.
 DV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0548.See file dsdata.txt to determine how the superseded data were derived.
 DV0548
 DV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC634069(NAD 83)
 DV0548_MARKER: DB = BENCH MARK DISK
 DV0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0548_SP_SET: FOUNDATION
 DV0548_STAMPING: E 265 1948
 DV0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0548+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 DV0548
 DV0548  HISTORY     - Date     Condition        Report By
 DV0548  HISTORY     - 1948     MONUMENTED       CGS
 DV0548  HISTORY     - 1967     GOOD             NGS
 DV0548  HISTORY     - 1981     GOOD             NGS
 DV0548  HISTORY     - 20010423 GOOD             NGS
 DV0548
 DV0548                          STATION DESCRIPTION
 DV0548
 DV0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0548'10.5 MI NW FROM GOODYEAR.
 DV0548'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0548'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0548'ALONG WEST INDIAN SCHOOL ROAD, IN SECTION 28, T 2 N, R 2 W, AT THE
 DV0548'CROSSING OF WEST INDIAN SCHOOL ROAD AND BEARDSLEY CANAL, 24 FEET SOUTH
 DV0548'OF THE CENTER LINE OF WEST INDIAN SCHOOL ROAD, 14 FEET WEST OF THE
 DV0548'CENTER LINE OF A DIRT ROAD ON THE EAST SIDE OF THE CANAL, SET IN THE
 DV0548'TOP OF THE WEST END OF THE EAST PORTION OF THE CONCRETE FOUNDATION FOR
 DV0548'IRRIGATION GATE NUMBER 14, 4 INCHES EAST OF THE CHANNEL IRON GATE
 DV0548'GUIDE, 9 1/2 FEET SOUTH OF THE EAST END OF A CONCRETE HEAD WALL, 43
 DV0548'FEET NORTHWEST OF A COTTONWOOD TREE, AND ABOUT 2 1/2 FEET BELOW THE
 DV0548'LEVEL OF THE ROAD.
 DV0548
 DV0548                          STATION RECOVERY (1981)
 DV0548
 DV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0548'RECOVERED IN GOOD CONDITION.
 DV0548
 DV0548                          STATION RECOVERY (2001)
 DV0548
 DV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DV0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0091 ***********************************************************************
 DV0091  DESIGNATION -  E 266
 DV0091  PID         -  DV0091
 DV0091  STATE/COUNTY-  AZ/MARICOPA
 DV0091  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0091
 DV0091                         *CURRENT SURVEY CONTROL
 DV0091  ___________________________________________________________________
 DV0091* NAD 83(1986)-  33 42 19.     (N)    112 25 00.     (W)     SCALED    
 DV0091* NAVD 88     -       422.31   (+/-2cm)    1385.5    (feet)  VERTCON   
 DV0091  ___________________________________________________________________
 DV0091  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0091
 DV0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0091
 DV0091.The horizontal coordinates were scaled from a topographic map and have
 DV0091.an estimated accuracy of +/- 6 seconds.
 DV0091
 DV0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0091.The vertical order pertains to the NGVD 29 superseded value.
 DV0091
 DV0091.The geoid height was determined by GEOID03.
 DV0091
 DV0091;                    North         East    Units  Estimated Accuracy
 DV0091;SPC AZ C     -   300,080.      167,010.      MT  (+/- 180 meters Scaled)
 DV0091
 DV0091                          SUPERSEDED SURVEY CONTROL
 DV0091
 DV0091  NGVD 29 (??/??/92)  421.757  (m)         1383.71   (f) ADJ UNCH    1 2
 DV0091
 DV0091.Superseded values are not recommended for survey control.
 DV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0091.See file dsdata.txt to determine how the superseded data were derived.
 DV0091
 DV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC687303(NAD 83)
 DV0091_MARKER: DB = BENCH MARK DISK
 DV0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0091_SP_SET: CONCRETE BASE
 DV0091_STAMPING: E 266 1948
 DV0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0091
 DV0091  HISTORY     - Date     Condition        Report By
 DV0091  HISTORY     - 1948     MONUMENTED       CGS
 DV0091
 DV0091                          STATION DESCRIPTION
 DV0091
 DV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0091'2.8 MI NW FROM BEARDSLEY.
 DV0091'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0091'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0091'GRAVEL ROAD, AT LUKE FIELD NO. 2, AT THE CONTROL TOWER, SET ON TOP AND
 DV0091'AT THE SOUTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST
 DV0091'LEG OF THE CONTROL TOWER, 0.2 FOOT NORTH OF THE SOUTH EDGE OF THE
 DV0091'CONCRETE BASE AND 1.2 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0114 ***********************************************************************
 DV0114  DESIGNATION -  E 267
 DV0114  PID         -  DV0114
 DV0114  STATE/COUNTY-  AZ/MARICOPA
 DV0114  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0114
 DV0114                         *CURRENT SURVEY CONTROL
 DV0114  ___________________________________________________________________
 DV0114* NAD 83(1986)-  33 39 16.     (N)    112 09 08.     (W)     SCALED    
 DV0114* NAVD 88     -       400.27   (+/-2cm)    1313.2    (feet)  VERTCON   
 DV0114  ___________________________________________________________________
 DV0114  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0114
 DV0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0114
 DV0114.The horizontal coordinates were scaled from a topographic map and have
 DV0114.an estimated accuracy of +/- 6 seconds.
 DV0114
 DV0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0114.The vertical order pertains to the NGVD 29 superseded value.
 DV0114
 DV0114.The geoid height was determined by GEOID03.
 DV0114
 DV0114;                    North         East    Units  Estimated Accuracy
 DV0114;SPC AZ C     -   294,350.      191,510.      MT  (+/- 180 meters Scaled)
 DV0114
 DV0114                          SUPERSEDED SURVEY CONTROL
 DV0114
 DV0114  NGVD 29 (??/??/92)  399.706  (m)         1311.37   (f) ADJ UNCH    1 2
 DV0114
 DV0114.Superseded values are not recommended for survey control.
 DV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0114.See file dsdata.txt to determine how the superseded data were derived.
 DV0114
 DV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931244(NAD 83)
 DV0114_MARKER: DB = BENCH MARK DISK
 DV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0114_STAMPING: E 267 1948
 DV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0114+STABILITY: SURFACE MOTION
 DV0114
 DV0114  HISTORY     - Date     Condition        Report By
 DV0114  HISTORY     - 1948     MONUMENTED       CGS
 DV0114  HISTORY     - 1970     GOOD             NGS
 DV0114  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV0114
 DV0114                          STATION DESCRIPTION
 DV0114
 DV0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0114'10.0 MI NE FROM GLENDALE.
 DV0114'2.0 MILES EAST ALONG GLENDALE AVENUE FROM THE INTERSECTION OF 59
 DV0114'AVENUE IN GLENDALE, THENCE 8.0 MILES NORTH ALONG NORTH 43 AVENUE. THE
 DV0114'MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION WITH WEST UNION
 DV0114'HILLS DRIVE, 32 FEET NORTH OF THE CENTER OF WEST UNION HILLS DRIVE, 3
 DV0114'FEET WEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS POST. THE
 DV0114'MARK IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV0114'ABOUT 1 INCH.
 DV0114
 DV0114                          STATION RECOVERY (1994)
 DV0114
 DV0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0428 ***********************************************************************
 DU0428  DESIGNATION -  E 270
 DU0428  PID         -  DU0428
 DU0428  STATE/COUNTY-  AZ/MARICOPA
 DU0428  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0428
 DU0428                         *CURRENT SURVEY CONTROL
 DU0428  ___________________________________________________________________
 DU0428* NAD 83(1986)-  33 31 59.     (N)    111 21 00.     (W)     SCALED    
 DU0428* NAVD 88     -       749.236  (meters)    2458.12   (feet)  ADJUSTED  
 DU0428  ___________________________________________________________________
 DU0428  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DU0428  DYNAMIC HT  -         748.252 (meters)    2454.89  (feet)  COMP
 DU0428  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 DU0428
 DU0428  VERT ORDER  -  FIRST     CLASS II
 DU0428
 DU0428.The horizontal coordinates were scaled from a topographic map and have
 DU0428.an estimated accuracy of +/- 6 seconds.
 DU0428
 DU0428.The orthometric height was determined by differential leveling
 DU0428.and adjusted by the National Geodetic Survey in June 1991..
 DU0428
 DU0428.The geoid height was determined by GEOID03.
 DU0428
 DU0428.The dynamic height is computed by dividing the NAVD 88
 DU0428.geopotential number by the normal gravity value computed on the
 DU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0428.degrees latitude (g = 980.6199 gals.).
 DU0428
 DU0428.The modeled gravity was interpolated from observed gravity values.
 DU0428
 DU0428;                    North         East    Units  Estimated Accuracy
 DU0428;SPC AZ C     -   281,010.      265,990.      MT  (+/- 180 meters Scaled)
 DU0428
 DU0428                          SUPERSEDED SURVEY CONTROL
 DU0428
 DU0428  NGVD 29 (??/??/92)  748.601  (m)         2456.04   (f) ADJ UNCH    1 2
 DU0428
 DU0428.Superseded values are not recommended for survey control.
 DU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0428.See file dsdata.txt to determine how the superseded data were derived.
 DU0428
 DU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC675104(NAD 83)
 DU0428_MARKER: DB = BENCH MARK DISK
 DU0428_SETTING: 66 = SET IN ROCK OUTCROP
 DU0428_SP_SET: ROCK OUTCROP
 DU0428_STAMPING: E 270 1948
 DU0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0428+STABILITY: POSITION/ELEVATION WELL
 DU0428
 DU0428  HISTORY     - Date     Condition        Report By
 DU0428  HISTORY     - 1948     MONUMENTED       CGS
 DU0428  HISTORY     - 1980     GOOD             NGS
 DU0428
 DU0428                          STATION DESCRIPTION
 DU0428
 DU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0428'4.0 MI NE FROM TORTILLA FLAT.
 DU0428'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0428'TORTILLA FLAT, 84.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DU0428'10.5 FEET SOUTHWEST OF THE NORTHWEST EDGE OF THE OUTCROP, 6.4 FEET
 DU0428'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP, ABOUT 5.0 FEET ABOVE
 DU0428'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE YELLOWISH ROCK
 DU0428'OUTCROP ABOUT 30.0 FEET LONG BY 15.0 FEET WIDE, AT A WIDE TURN-OUT AT
 DU0428'A SCENIC VIEW POINT AND ABOUT 4.0 FEET ABOVE THE GROUND.
 DU0428
 DU0428                          STATION RECOVERY (1980)
 DU0428
 DU0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0428'4.6 KM (2.85 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0428'OFFICE AT TORTILLA FLAT, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A
 DU0428'PAVED ROAD TO A SENIC OVERLOOK, IN TOP OF THE EAST END OF A
 DU0428'MASSIVE OUTCROP AT THE SOUTH EDGE OF A SENIC OVERLOOK PARKING AREA,
 DU0428'1.9 METERS (6.4 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP, 3.2 METERS
 DU0428'(10.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP.
 DU0428'THE MARK IS 1.2 M ABOVE THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0494 ***********************************************************************
 DV0494  DESIGNATION -  E 271
 DV0494  PID         -  DV0494
 DV0494  STATE/COUNTY-  AZ/MARICOPA
 DV0494  USGS QUAD   -  FOWLER (1982)
 DV0494
 DV0494                         *CURRENT SURVEY CONTROL
 DV0494  ___________________________________________________________________
 DV0494* NAD 83(1986)-  33 26 37.     (N)    112 10 09.     (W)     SCALED    
 DV0494* NAVD 88     -       320.95   (+/-2cm)    1053.0    (feet)  VERTCON   
 DV0494  ___________________________________________________________________
 DV0494  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0494
 DV0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0494
 DV0494.The horizontal coordinates were scaled from a topographic map and have
 DV0494.an estimated accuracy of +/- 6 seconds.
 DV0494
 DV0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0494.The vertical order pertains to the NGVD 29 superseded value.
 DV0494
 DV0494.The geoid height was determined by GEOID03.
 DV0494
 DV0494;                    North         East    Units  Estimated Accuracy
 DV0494;SPC AZ C     -   270,980.      189,880.      MT  (+/- 180 meters Scaled)
 DV0494
 DV0494                          SUPERSEDED SURVEY CONTROL
 DV0494
 DV0494  NGVD 29 (??/??/92)  320.314  (m)         1050.90   (f) ADJ UNCH    2 0
 DV0494
 DV0494.Superseded values are not recommended for survey control.
 DV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0494.See file dsdata.txt to determine how the superseded data were derived.
 DV0494
 DV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913010(NAD 83)
 DV0494_MARKER: DB = BENCH MARK DISK
 DV0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0494_SP_SET: WATER BOX
 DV0494_STAMPING: E 271 1948
 DV0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0494
 DV0494  HISTORY     - Date     Condition        Report By
 DV0494  HISTORY     - 1948     MONUMENTED       CGS
 DV0494  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0494
 DV0494                          STATION DESCRIPTION
 DV0494
 DV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0494'5.2 MI W FROM PHOENIX.
 DV0494'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0494'STATION AT PHOENIX, 213 FEET NORTH OF A ROAD LEADING EAST TO A FARM
 DV0494'HOUSE, 77.4 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 30.3 FEET
 DV0494'WEST OF THE CENTER LINE OF LATERAL 17, SET IN THE TOP OF A CONCRETE
 DV0494'WATER BOX ABOUT 3.0 FEET BELOW THE LEVEL OF THE ROAD.
 DV0494
 DV0494                          STATION RECOVERY (1962)
 DV0494
 DV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0391 ***********************************************************************
 DV0391  DESIGNATION -  E 272
 DV0391  PID         -  DV0391
 DV0391  STATE/COUNTY-  AZ/MARICOPA
 DV0391  USGS QUAD   -  LAVEEN (1973)
 DV0391
 DV0391                         *CURRENT SURVEY CONTROL
 DV0391  ___________________________________________________________________
 DV0391* NAD 83(1986)-  33 17 04.     (N)    112 10 09.     (W)     SCALED    
 DV0391* NAVD 88     -       313.79   (+/-2cm)    1029.5    (feet)  VERTCON   
 DV0391  ___________________________________________________________________
 DV0391  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0391
 DV0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0391
 DV0391.The horizontal coordinates were scaled from a topographic map and have
 DV0391.an estimated accuracy of +/- 6 seconds.
 DV0391
 DV0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0391.The vertical order pertains to the NGVD 29 superseded value.
 DV0391
 DV0391.The geoid height was determined by GEOID03.
 DV0391
 DV0391;                    North         East    Units  Estimated Accuracy
 DV0391;SPC AZ C     -   253,320.      189,840.      MT  (+/- 180 meters Scaled)
 DV0391
 DV0391                          SUPERSEDED SURVEY CONTROL
 DV0391
 DV0391  NGVD 29 (??/??/92)  313.187  (m)         1027.51   (f) ADJ UNCH    2 0
 DV0391
 DV0391.Superseded values are not recommended for survey control.
 DV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0391.See file dsdata.txt to determine how the superseded data were derived.
 DV0391
 DV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911834(NAD 83)
 DV0391_MARKER: DB = BENCH MARK DISK
 DV0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0391_SP_SET: CULVERT
 DV0391_STAMPING: E 272 1948
 DV0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0391
 DV0391  HISTORY     - Date     Condition        Report By
 DV0391  HISTORY     - 1948     MONUMENTED       CGS
 DV0391  HISTORY     - 1963     GOOD             NGS
 DV0391  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0391
 DV0391                          STATION DESCRIPTION
 DV0391
 DV0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0391'0.6 MI N FROM KOMATKE.
 DV0391'0.6 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 14.6 FEET WEST OF THE
 DV0391'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE WEST HEAD WALL OF LARGE
 DV0391'CONCRETE CULVERT IN ROAD.
 DV0391
 DV0391                          STATION RECOVERY (1963)
 DV0391
 DV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0391'RECOVERED IN GOOD CONDITION.
 DV0391
 DV0391                          STATION RECOVERY (1994)
 DV0391
 DV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0851 ***********************************************************************
 DU0851  DESIGNATION -  E 273
 DU0851  PID         -  DU0851
 DU0851  STATE/COUNTY-  AZ/MARICOPA
 DU0851  USGS QUAD   -  TEMPE (1982)
 DU0851
 DU0851                         *CURRENT SURVEY CONTROL
 DU0851  ___________________________________________________________________
 DU0851* NAD 83(1986)-  33 22 40.     (N)    111 58 11.     (W)     SCALED    
 DU0851* NAVD 88     -       371.31   (+/-2cm)    1218.2    (feet)  VERTCON   
 DU0851  ___________________________________________________________________
 DU0851  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0851
 DU0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0851
 DU0851.The horizontal coordinates were scaled from a topographic map and have
 DU0851.an estimated accuracy of +/- 6 seconds.
 DU0851
 DU0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0851.The vertical order pertains to the NGVD 29 superseded value.
 DU0851
 DU0851.The geoid height was determined by GEOID03.
 DU0851
 DU0851;                    North         East    Units  Estimated Accuracy
 DU0851;SPC AZ C     -   263,650.      208,420.      MT  (+/- 180 meters Scaled)
 DU0851
 DU0851                          SUPERSEDED SURVEY CONTROL
 DU0851
 DU0851  NGVD 29 (??/??/92)  370.691  (m)         1216.18   (f) ADJ UNCH    2 0
 DU0851
 DU0851.Superseded values are not recommended for survey control.
 DU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0851.See file dsdata.txt to determine how the superseded data were derived.
 DU0851
 DU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097935(NAD 83)
 DU0851_MARKER: DD = SURVEY DISK
 DU0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0851_SP_SET: WATER WAY
 DU0851_STAMPING: E 273
 DU0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0851
 DU0851  HISTORY     - Date     Condition        Report By
 DU0851  HISTORY     - UNK      MONUMENTED       BOR
 DU0851  HISTORY     - 1948     GOOD             NGS
 DU0851
 DU0851                          STATION DESCRIPTION
 DU0851
 DU0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0851'1.4 MI W FROM PETERSON.
 DU0851'1.4 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 22.5 FEET NORTH OF
 DU0851'THE CENTER LINE OF BASELINE, 22.3 FEET EAST OF THE CENTER LINE OF A
 DU0851'PRIVATE DRIVEWAY, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 DU0851'THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A WATERWAY, A STANDARD
 DU0851'U.S.R.S. BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0322 ***********************************************************************
 DV0322  DESIGNATION -  E 274
 DV0322  PID         -  DV0322
 DV0322  STATE/COUNTY-  AZ/PINAL
 DV0322  USGS QUAD   -  ENID (1978)
 DV0322
 DV0322                         *CURRENT SURVEY CONTROL
 DV0322  ___________________________________________________________________
 DV0322* NAD 83(1986)-  33 04 37.     (N)    112 09 02.     (W)     SCALED    
 DV0322* NAVD 88     -       374.698  (meters)    1229.32   (feet)  ADJUSTED  
 DV0322  ___________________________________________________________________
 DV0322  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0322  DYNAMIC HT  -         374.251 (meters)    1227.86  (feet)  COMP
 DV0322  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DV0322  OBS GRAVITY -     979,434.2   (mgal)                       GRAV_OBS
 DV0322
 DV0322  VERT ORDER  -  FIRST     CLASS II
 DV0322
 DV0322.The horizontal coordinates were scaled from a topographic map and have
 DV0322.an estimated accuracy of +/- 6 seconds.
 DV0322
 DV0322.The orthometric height was determined by differential leveling
 DV0322.and adjusted by the National Geodetic Survey in June 1991..
 DV0322
 DV0322.The geoid height was determined by GEOID03.
 DV0322
 DV0322.The dynamic height is computed by dividing the NAVD 88
 DV0322.geopotential number by the normal gravity value computed on the
 DV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0322.degrees latitude (g = 980.6199 gals.).
 DV0322
 DV0322.The modeled gravity was interpolated from observed gravity values.
 DV0322.The observed gravity was obtained from relative gravimeter ties
 DV0322.to the IGSN71 gravity network.
 DV0322
 DV0322;                    North         East    Units  Estimated Accuracy
 DV0322;SPC AZ C     -   230,310.      191,520.      MT  (+/- 180 meters Scaled)
 DV0322
 DV0322                          SUPERSEDED SURVEY CONTROL
 DV0322
 DV0322  NGVD 29 (??/??/92)  374.139  (m)         1227.49   (f) ADJ UNCH    1 2
 DV0322
 DV0322.Superseded values are not recommended for survey control.
 DV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0322.See file dsdata.txt to determine how the superseded data were derived.
 DV0322
 DV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926604(NAD 83)
 DV0322_MARKER: DB = BENCH MARK DISK
 DV0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0322_STAMPING: E 274 1948
 DV0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0322+STABILITY: SURFACE MOTION
 DV0322
 DV0322  HISTORY     - Date     Condition        Report By
 DV0322  HISTORY     - 1948     MONUMENTED       CGS
 DV0322  HISTORY     - 1967     GOOD             NGS
 DV0322  HISTORY     - 1980     GOOD             NGS
 DV0322  HISTORY     - 1980     GOOD             NGS
 DV0322  HISTORY     - 19980425 GOOD             USPSQD
 DV0322
 DV0322                          STATION DESCRIPTION
 DV0322
 DV0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0322'6.5 MI W FROM MARICOPA.
 DV0322'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0322'MARICOPA, THENCE 6.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0322'OR ABOUT 7.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0322'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 15, T 4 S, R 2 E, 171 FEET
 DV0322'NORTH AND A ACROSS THE TRACKS FROM BENCH MARK P 87, 81 FEET NORTH OF
 DV0322'THE NORTH RAIL OF THE MAIN TRACK, 132 FEET NORTHEAST OF THE CENTER OF
 DV0322'THE CROSSING OF THE RAILROAD AND A GRADED DIRT ROAD, 92 FEET EAST OF
 DV0322'THE CENTER LINE OF THE DIRT ROAD, 69 FEET NORTHWEST OF A TELEPHONE
 DV0322'POLE, 45 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 1.4 FEET
 DV0322'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 DV0322'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0322
 DV0322                          STATION RECOVERY (1980)
 DV0322
 DV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0322'RECOVERED IN GOOD CONDITION.
 DV0322
 DV0322                          STATION RECOVERY (1980)
 DV0322
 DV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0322'RECOVERED IN GOOD CONDITION.
 DV0322
 DV0322                          STATION RECOVERY (1998)
 DV0322
 DV0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 DV0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0835 ***********************************************************************
 DU0835  DESIGNATION -  E 276
 DU0835  PID         -  DU0835
 DU0835  STATE/COUNTY-  AZ/PINAL
 DU0835  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0835
 DU0835                         *CURRENT SURVEY CONTROL
 DU0835  ___________________________________________________________________
 DU0835* NAD 83(1986)-  33 05 59.     (N)    111 49 05.     (W)     SCALED    
 DU0835* NAVD 88     -       378.74   (+/-2cm)    1242.6    (feet)  VERTCON   
 DU0835  ___________________________________________________________________
 DU0835  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU0835
 DU0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0835
 DU0835.The horizontal coordinates were scaled from a topographic map and have
 DU0835.an estimated accuracy of +/- 6 seconds.
 DU0835
 DU0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0835.The vertical order pertains to the NGVD 29 superseded value.
 DU0835
 DU0835.The geoid height was determined by GEOID03.
 DU0835
 DU0835;                    North         East    Units  Estimated Accuracy
 DU0835;SPC AZ C     -   232,810.      222,560.      MT  (+/- 180 meters Scaled)
 DU0835
 DU0835                          SUPERSEDED SURVEY CONTROL
 DU0835
 DU0835  NGVD 29 (??/??/92)  378.267  (m)         1241.03   (f) ADJ UNCH    2 0
 DU0835
 DU0835.Superseded values are not recommended for survey control.
 DU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0835.See file dsdata.txt to determine how the superseded data were derived.
 DU0835
 DU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB236626(NAD 83)
 DU0835_MARKER: DB = BENCH MARK DISK
 DU0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0835_STAMPING: E 276 1948
 DU0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0835+STABILITY: SURFACE MOTION
 DU0835
 DU0835  HISTORY     - Date     Condition        Report By
 DU0835  HISTORY     - 1948     MONUMENTED       CGS
 DU0835  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0835
 DU0835                          STATION DESCRIPTION
 DU0835
 DU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0835'4.2 MI NW FROM SACATON.
 DU0835'4.2 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0835'JUAN MEMORIAL AT SACATON, 65.3 FEET NORTHEAST OF THE CENTER LINE OF
 DU0835'THE ROAD, 50.1 FEET NORTHWEST OF THE CENTER OF A SMALL WASH, ABOUT
 DU0835'LEVEL WITH THE ROAD AND 3.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 DU0835'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DU0835'GROUND.
 DU0835
 DU0835                          STATION RECOVERY (2006)
 DU0835
 DU0835'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0835'A THOROUGH SEARCH OF THE AREA DID NOT REVEAL THE WITNESS POST OR
 DU0835'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0998 ***********************************************************************
 CZ0998  DESIGNATION -  E 278
 CZ0998  PID         -  CZ0998
 CZ0998  STATE/COUNTY-  AZ/PINAL
 CZ0998  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0998
 CZ0998                         *CURRENT SURVEY CONTROL
 CZ0998  ___________________________________________________________________
 CZ0998* NAD 83(1986)-  32 54 05.     (N)    111 45 27.     (W)     SCALED    
 CZ0998* NAVD 88     -       422.91   (+/-2cm)    1387.5    (feet)  VERTCON   
 CZ0998  ___________________________________________________________________
 CZ0998  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ0998
 CZ0998  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0998
 CZ0998.This mark is at Casa Grande Municipal Airport (CGZ)
 CZ0998
 CZ0998.The horizontal coordinates were scaled from a topographic map and have
 CZ0998.an estimated accuracy of +/- 6 seconds.
 CZ0998
 CZ0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0998.The vertical order pertains to the NGVD 29 superseded value.
 CZ0998
 CZ0998.The geoid height was determined by GEOID03.
 CZ0998
 CZ0998;                    North         East    Units  Estimated Accuracy
 CZ0998;SPC AZ C     -   210,830.      228,250.      MT  (+/- 180 meters Scaled)
 CZ0998
 CZ0998                          SUPERSEDED SURVEY CONTROL
 CZ0998
 CZ0998  NGVD 29 (??/??/92)  422.315  (m)         1385.55   (f) ADJ UNCH    1 2
 CZ0998
 CZ0998.Superseded values are not recommended for survey control.
 CZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0998.See file dsdata.txt to determine how the superseded data were derived.
 CZ0998
 CZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291406(NAD 83)
 CZ0998_MARKER: DB = BENCH MARK DISK
 CZ0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0998_SP_SET: CONCRETE BASE
 CZ0998_STAMPING: E 278 1948
 CZ0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0998+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 CZ0998
 CZ0998  HISTORY     - Date     Condition        Report By
 CZ0998  HISTORY     - 1948     MONUMENTED       CGS
 CZ0998  HISTORY     - 1952     GOOD             NGS
 CZ0998  HISTORY     - 1980     GOOD             NGS
 CZ0998  HISTORY     - 1980     GOOD             NGS
 CZ0998  HISTORY     - 20030628 GOOD             MHD
 CZ0998
 CZ0998                          STATION DESCRIPTION
 CZ0998
 CZ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ0998'1.9 MI N FROM CASA GRANDE.
 CZ0998'1.9 MILES NORTH ALONG STATE ROUTE 187 FROM THE WATER TANK AT CASA
 CZ0998'GRANDE, 63.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 41.5 FEET
 CZ0998'SOUTH OF THE SOUTH SIDE OF THE CASA GRANDE AIR SERVICE BUILDING, 17.8
 CZ0998'FEET NORTH OF THE NORTHEAST CORNER OF THE HANGAR, 0.8 FOOT ABOVE THE
 CZ0998'GROUND, SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE BASE FOR A
 CZ0998'WATER PUMP OVER A WELL.
 CZ0998
 CZ0998                          STATION RECOVERY (1952)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (1980)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (1980)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (2003)
 CZ0998
 CZ0998'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 CZ0998'HANGAR DESCRIBED BY COAST AND GEODETIC SURVEY (1948 RECOVERY) IS GONE.
 CZ0998'MARK IS S. 54 W., 81.4 FEET FROM THE ADOT MONUMENT MARKING THE EAST
 CZ0998'1/4 CORNER OF SEC 18, T6S, R6E (CENTERLINE INTERSECTION OF PINAL ST.
 CZ0998'AND VIOLA)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0331 ***********************************************************************
 CZ0331  DESIGNATION -  E 279
 CZ0331  PID         -  CZ0331
 CZ0331  STATE/COUNTY-  AZ/PINAL
 CZ0331  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0331
 CZ0331                         *CURRENT SURVEY CONTROL
 CZ0331  ___________________________________________________________________
 CZ0331* NAD 83(1986)-  32 42 09.     (N)    111 28 38.     (W)     SCALED    
 CZ0331* NAVD 88     -       499.160  (meters)    1637.66   (feet)  ADJUSTED  
 CZ0331  ___________________________________________________________________
 CZ0331  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0331  DYNAMIC HT  -         498.526 (meters)    1635.58  (feet)  COMP
 CZ0331  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 CZ0331  OBS GRAVITY -     979,352.3   (mgal)                       GRAV_OBS
 CZ0331
 CZ0331  VERT ORDER  -  FIRST     CLASS II
 CZ0331
 CZ0331.The horizontal coordinates were scaled from a topographic map and have
 CZ0331.an estimated accuracy of +/- 6 seconds.
 CZ0331
 CZ0331.The orthometric height was determined by differential leveling
 CZ0331.and adjusted by the National Geodetic Survey in November 1993..
 CZ0331
 CZ0331.The geoid height was determined by GEOID03.
 CZ0331
 CZ0331.The dynamic height is computed by dividing the NAVD 88
 CZ0331.geopotential number by the normal gravity value computed on the
 CZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0331.degrees latitude (g = 980.6199 gals.).
 CZ0331
 CZ0331.The modeled gravity was interpolated from observed gravity values.
 CZ0331.The observed gravity was obtained from relative gravimeter ties
 CZ0331.to the IGSN71 gravity network.
 CZ0331
 CZ0331;                    North         East    Units  Estimated Accuracy
 CZ0331;SPC AZ C     -   188,850.      254,560.      MT  (+/- 180 meters Scaled)
 CZ0331
 CZ0331                          SUPERSEDED SURVEY CONTROL
 CZ0331
 CZ0331  NAVD 88 (06/15/91)  499.426  (m)         1638.53   (f) UNKNOWN     1 2
 CZ0331
 CZ0331.Superseded values are not recommended for survey control.
 CZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0331.See file dsdata.txt to determine how the superseded data were derived.
 CZ0331
 CZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB552184(NAD 83)
 CZ0331_MARKER: DB = BENCH MARK DISK
 CZ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0331_SP_SET: CONCRETE POST
 CZ0331_STAMPING: E 279 1948
 CZ0331_MARK LOGO: CGS   
 CZ0331_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0331+STABILITY: SURFACE MOTION
 CZ0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0331+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CZ0331
 CZ0331  HISTORY     - Date     Condition        Report By
 CZ0331  HISTORY     - 1948     MONUMENTED       CGS
 CZ0331  HISTORY     - 1967     GOOD             NGS
 CZ0331  HISTORY     - 1968     GOOD             NGS
 CZ0331  HISTORY     - 1980     GOOD             NGS
 CZ0331  HISTORY     - 1980     GOOD             NGS
 CZ0331  HISTORY     - 1984     GOOD             NGS
 CZ0331  HISTORY     - 19911205 GOOD             NGS
 CZ0331  HISTORY     - 20030429 GOOD             NGS
 CZ0331
 CZ0331                          STATION DESCRIPTION
 CZ0331
 CZ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0331'1.5 MI SE FROM PICACHO.
 CZ0331'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0331'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 25, T 8 S, R 8 E,
 CZ0331'4 POLES NORTHWEST OF A RAILROAD SIGNAL BOX, 50 FEET SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL OF THE TRACKS, 79 1/2 FEET NORTHEAST OF THE CENTER LINE
 CZ0331'OF OLD STATE HIGHWAY 84 WHICH IS NOW A FRONTAGE ROAD ALONG THE
 CZ0331'NORTHEAST SIDE OF INTERSTATE HIGHWAY 10, 6 FEET SOUTHEAST OF A
 CZ0331'TELEPHONE POLE, 2.3 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 4
 CZ0331'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 CZ0331'POST WHICH PROJECTS 6 INCHES.
 CZ0331
 CZ0331                          STATION RECOVERY (1968)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0331'RECOVERED IN GOOD CONDITION.
 CZ0331
 CZ0331                          STATION RECOVERY (1980)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0331'THE MARK IS 1.2 M BELOW THE TRACKS.
 CZ0331'32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0331'RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
 CZ0331'POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CZ0331'OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
 CZ0331'TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
 CZ0331'CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
 CZ0331'(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
 CZ0331'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ0331
 CZ0331                          STATION RECOVERY (1980)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0331'THE MARK IS 1.2 M BELOW THE TRACKS.
 CZ0331'32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0331'RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
 CZ0331'POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CZ0331'OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
 CZ0331'TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
 CZ0331'CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
 CZ0331'(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
 CZ0331'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ0331
 CZ0331                          STATION RECOVERY (1984)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0331'RECOVERED IN GOOD CONDITION.
 CZ0331
 CZ0331                          STATION RECOVERY (1991)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0331'2.3 KM (1.40 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0331'POST OFFICE IN PICACHO, 41.9 M (137.5 FT) NORTH OF BENCH MARK A 509,
 CZ0331'24.1 M (79.1 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE,
 CZ0331'15.3 M (50.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CZ0331'RAILROAD, 9.8 M (32.2 FT) EAST OF AN UNDERGROUND PIPELINE WARNING
 CZ0331'SIGN, 1.9 M (6.2 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 CZ0331'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 CZ0331'ABOVE THE GROUND SURFACE.
 CZ0331
 CZ0331                          STATION RECOVERY (2003)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ0331'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.  DUE TO WIND EROSION,
 CZ0331'MONUMENT NOW PROJECTS 0.5 M ABOVE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0050 ***********************************************************************
 ET0050  DESIGNATION -  E 28
 ET0050  PID         -  ET0050
 ET0050  STATE/COUNTY-  AZ/YAVAPAI
 ET0050  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0050
 ET0050                         *CURRENT SURVEY CONTROL
 ET0050  ___________________________________________________________________
 ET0050* NAD 83(1986)-  34 37 34.     (N)    112 24 27.     (W)     SCALED    
 ET0050* NAVD 88     -      1536.376  (meters)    5040.59   (feet)  POSTED    
 ET0050  ___________________________________________________________________
 ET0050  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0050  DYNAMIC HT  -        1534.290 (meters)    5033.75  (feet)  COMP
 ET0050  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 ET0050
 ET0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0050
 ET0050.The horizontal coordinates were scaled from a topographic map and have
 ET0050.an estimated accuracy of +/- 6 seconds.
 ET0050
 ET0050.The orthometric height was determined by differential leveling
 ET0050.and adjusted by the National Geodetic Survey in November 2005..
 ET0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0050.rate of 1.1 thru 2.0 mm/km.
 ET0050
 ET0050.The geoid height was determined by GEOID03.
 ET0050
 ET0050.The dynamic height is computed by dividing the NAVD 88
 ET0050.geopotential number by the normal gravity value computed on the
 ET0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0050.degrees latitude (g = 980.6199 gals.).
 ET0050
 ET0050.The modeled gravity was interpolated from observed gravity values.
 ET0050
 ET0050;                    North         East    Units  Estimated Accuracy
 ET0050;SPC AZ C     -   402,210.      168,350.      MT  (+/- 180 meters Scaled)
 ET0050
 ET0050                          SUPERSEDED SURVEY CONTROL
 ET0050
 ET0050  NGVD 29 (??/??/92) 1535.552  (m)         5037.89   (f) ADJ UNCH    1 2
 ET0050
 ET0050.Superseded values are not recommended for survey control.
 ET0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0050.See file dsdata.txt to determine how the superseded data were derived.
 ET0050
 ET0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709324(NAD 83)
 ET0050_MARKER: DB = BENCH MARK DISK
 ET0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0050_STAMPING: 5037.890 E 28 1933
 ET0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0050+STABILITY: SURFACE MOTION
 ET0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0050+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ET0050
 ET0050  HISTORY     - Date     Condition        Report By
 ET0050  HISTORY     - 1933     MONUMENTED       CGS
 ET0050  HISTORY     - 19970628 GOOD             USPSQD
 ET0050  HISTORY     - 20030610 GOOD             NGS
 ET0050
 ET0050                          STATION DESCRIPTION
 ET0050
 ET0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0050'7.5 MI N FROM PRESCOTT.
 ET0050'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 1.4 MILES NORTH OF
 ET0050'ENTRO RAILROAD JUNCTION, 0.2 MILES NORTH OF HIGHWAY UNDER-PASS, AT
 ET0050'SOUTH END OF CUT, 40 FEET WEST OF RAILROAD CENTER-LINE.
 ET0050
 ET0050                          STATION RECOVERY (1997)
 ET0050
 ET0050'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0050'RECOVERED IN GOOD CONDITION.
 ET0050
 ET0050                          STATION RECOVERY (2003)
 ET0050
 ET0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0050'STATION IS BETWEEN ABANDONED RR GRADE AND A GRAVEL ROAD RUNNING
 ET0050'BETWEEN CURRENT ROUTE AZ 89A AND ABANDONED ALIGNMENT OF AZ 89A AND AT
 ET0050'THE SOUTH END OF A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0699 ***********************************************************************
 ET0699  DESIGNATION -  E 280
 ET0699  PID         -  ET0699
 ET0699  STATE/COUNTY-  AZ/LA PAZ
 ET0699  USGS QUAD   -  PLANET (1990)
 ET0699
 ET0699                         *CURRENT SURVEY CONTROL
 ET0699  ___________________________________________________________________
 ET0699* NAD 83(1986)-  34 13 01.     (N)    113 57 34.     (W)     SCALED    
 ET0699* NAVD 88     -       317.65   (+/-2cm)    1042.2    (feet)  VERTCON   
 ET0699  ___________________________________________________________________
 ET0699  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 ET0699
 ET0699  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0699
 ET0699.The horizontal coordinates were scaled from a topographic map and have
 ET0699.an estimated accuracy of +/- 6 seconds.
 ET0699
 ET0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0699.The vertical order pertains to the NGVD 29 superseded value.
 ET0699
 ET0699.The geoid height was determined by GEOID03.
 ET0699
 ET0699;                    North         East    Units  Estimated Accuracy
 ET0699;SPC AZ W     -   356,750.      194,060.      MT  (+/- 180 meters Scaled)
 ET0699
 ET0699                          SUPERSEDED SURVEY CONTROL
 ET0699
 ET0699  NGVD 29 (??/??/92)  317.016  (m)         1040.08   (f) ADJ UNCH    1 2
 ET0699
 ET0699.Superseded values are not recommended for survey control.
 ET0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0699.See file dsdata.txt to determine how the superseded data were derived.
 ET0699
 ET0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC273901(NAD 83)
 ET0699_MARKER: DB = BENCH MARK DISK
 ET0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0699_STAMPING: E 280 1948
 ET0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0699+STABILITY: SURFACE MOTION
 ET0699
 ET0699  HISTORY     - Date     Condition        Report By
 ET0699  HISTORY     - 1948     MONUMENTED       CGS
 ET0699
 ET0699                          STATION DESCRIPTION
 ET0699
 ET0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0699'25.6 MI N FROM BOUSE.
 ET0699'25.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0699'BOUSE, ON THE EAST BANK OF A LARGE DRY WASH, 37 FEET EAST OF THE
 ET0699'CENTER LINE OF THE ROAD, 3.8 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 ET0699'POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP
 ET0699'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0819 ***********************************************************************
 DW0819  DESIGNATION -  E 281
 DW0819  PID         -  DW0819
 DW0819  STATE/COUNTY-  AZ/LA PAZ
 DW0819  USGS QUAD   -  BOUSE (1990)
 DW0819
 DW0819                         *CURRENT SURVEY CONTROL
 DW0819  ___________________________________________________________________
 DW0819* NAD 83(1986)-  33 56 12.     (N)    114 00 06.     (W)     SCALED    
 DW0819* NAVD 88     -       289.51   (+/-2cm)     949.8    (feet)  VERTCON   
 DW0819  ___________________________________________________________________
 DW0819  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DW0819
 DW0819  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0819
 DW0819.The horizontal coordinates were scaled from a topographic map and have
 DW0819.an estimated accuracy of +/- 6 seconds.
 DW0819
 DW0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0819.The vertical order pertains to the NGVD 29 superseded value.
 DW0819
 DW0819.The geoid height was determined by GEOID03.
 DW0819
 DW0819;                    North         East    Units  Estimated Accuracy
 DW0819;SPC AZ W     -   325,670.      190,090.      MT  (+/- 180 meters Scaled)
 DW0819
 DW0819                          SUPERSEDED SURVEY CONTROL
 DW0819
 DW0819  NGVD 29 (??/??/??)  288.888  (m)          947.79   (f) ADJUSTED    1 2
 DW0819
 DW0819.Superseded values are not recommended for survey control.
 DW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0819.See file dsdata.txt to determine how the superseded data were derived.
 DW0819
 DW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT771591(NAD 83)
 DW0819_MARKER: DB = BENCH MARK DISK
 DW0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0819_STAMPING: E 281 1948
 DW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0819+STABILITY: SURFACE MOTION
 DW0819
 DW0819  HISTORY     - Date     Condition        Report By
 DW0819  HISTORY     - 1948     MONUMENTED       CGS
 DW0819
 DW0819                          STATION DESCRIPTION
 DW0819
 DW0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DW0819'0.4 MI N FROM BOUSE.
 DW0819'0.4 MILE NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DW0819'AT BOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DW0819'2.3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 DW0819'2 FEET ABOVE THE SURFACE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 DW0819'POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0523 ***********************************************************************
 DU0523  DESIGNATION -  E 283
 DU0523  PID         -  DU0523
 DU0523  STATE/COUNTY-  AZ/PINAL
 DU0523  USGS QUAD   -  FLORENCE (1981)
 DU0523
 DU0523                         *CURRENT SURVEY CONTROL
 DU0523  ___________________________________________________________________
 DU0523* NAD 83(1986)-  33 00 06.     (N)    111 24 37.     (W)     SCALED    
 DU0523* NAVD 88     -       457.937  (meters)    1502.41   (feet)  ADJUSTED  
 DU0523  ___________________________________________________________________
 DU0523  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0523  DYNAMIC HT  -         457.375 (meters)    1500.57  (feet)  COMP
 DU0523  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 DU0523
 DU0523  VERT ORDER  -  FIRST     CLASS II
 DU0523
 DU0523.The horizontal coordinates were scaled from a topographic map and have
 DU0523.an estimated accuracy of +/- 6 seconds.
 DU0523
 DU0523.The orthometric height was determined by differential leveling
 DU0523.and adjusted by the National Geodetic Survey in November 1993..
 DU0523
 DU0523.The geoid height was determined by GEOID03.
 DU0523
 DU0523.The dynamic height is computed by dividing the NAVD 88
 DU0523.geopotential number by the normal gravity value computed on the
 DU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0523.degrees latitude (g = 980.6199 gals.).
 DU0523
 DU0523.The modeled gravity was interpolated from observed gravity values.
 DU0523
 DU0523;                    North         East    Units  Estimated Accuracy
 DU0523;SPC AZ C     -   222,050.      260,680.      MT  (+/- 180 meters Scaled)
 DU0523
 DU0523                          SUPERSEDED SURVEY CONTROL
 DU0523
 DU0523  NGVD 29 (??/??/92)  457.387  (m)         1500.61   (f) ADJ UNCH    1 2
 DU0523
 DU0523.Superseded values are not recommended for survey control.
 DU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0523.See file dsdata.txt to determine how the superseded data were derived.
 DU0523
 DU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB616515(NAD 83)
 DU0523_MARKER: DB = BENCH MARK DISK
 DU0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0523_SP_SET: HEADWALL
 DU0523_STAMPING: E 283 1948
 DU0523_MARK LOGO: CGS   
 DU0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0523+STABILITY: SURFACE MOTION
 DU0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0523+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 DU0523
 DU0523  HISTORY     - Date     Condition        Report By
 DU0523  HISTORY     - 1948     MONUMENTED       CGS
 DU0523  HISTORY     - 1967     GOOD             NGS
 DU0523  HISTORY     - 19920104 GOOD             NGS
 DU0523
 DU0523                          STATION DESCRIPTION
 DU0523
 DU0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0523'3.55 MI SW FROM FLORENCE.
 DU0523'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0523'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 DU0523'0.75 MILE WEST ALONG A GRAVELED ROAD, IN S 15, T 5 S, R 9 E, 0.1 MILE
 DU0523'EAST OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD WHICH LEADS
 DU0523'SOUTH, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 DU0523'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 DU0523'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0523
 DU0523                          STATION RECOVERY (1992)
 DU0523
 DU0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0523'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0523'THE POST OFFICE IN FLORENCE, THENCE 3.9 KM (2.40 MI) SOUTHWESTERLY
 DU0523'ALONG CANAL ROAD, IN TOP OF AND 0.8 M (2.6 FT) EAST OF THE WEST END
 DU0523'OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 140.0 M (459.3 FT) EAST
 DU0523'OF THE CENTER OF SELLERS STREET, AND 3.2 M (10.5 FT) SOUTH OF AND
 DU0523'LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0327 ***********************************************************************
 CZ0327  DESIGNATION -  E 284
 CZ0327  PID         -  CZ0327
 CZ0327  STATE/COUNTY-  AZ/PINAL
 CZ0327  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0327
 CZ0327                         *CURRENT SURVEY CONTROL
 CZ0327  ___________________________________________________________________
 CZ0327* NAD 83(1986)-  32 39 24.     (N)    111 29 16.     (W)     SCALED    
 CZ0327* NAVD 88     -       511.70   (+/-2cm)    1678.8    (feet)  VERTCON   
 CZ0327  ___________________________________________________________________
 CZ0327  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0327
 CZ0327  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0327
 CZ0327.The horizontal coordinates were scaled from a topographic map and have
 CZ0327.an estimated accuracy of +/- 6 seconds.
 CZ0327
 CZ0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0327.The vertical order pertains to the NGVD 29 superseded value.
 CZ0327
 CZ0327.The geoid height was determined by GEOID03.
 CZ0327
 CZ0327;                    North         East    Units  Estimated Accuracy
 CZ0327;SPC AZ C     -   183,760.      253,590.      MT  (+/- 180 meters Scaled)
 CZ0327
 CZ0327                          SUPERSEDED SURVEY CONTROL
 CZ0327
 CZ0327  NGVD 29 (??/??/92)  511.134  (m)         1676.95   (f) ADJ UNCH    1 2
 CZ0327
 CZ0327.Superseded values are not recommended for survey control.
 CZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0327.See file dsdata.txt to determine how the superseded data were derived.
 CZ0327
 CZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542133(NAD 83)
 CZ0327_MARKER: DB = BENCH MARK DISK
 CZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0327_STAMPING: E 284 1949
 CZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0327+STABILITY: SURFACE MOTION
 CZ0327
 CZ0327  HISTORY     - Date     Condition        Report By
 CZ0327  HISTORY     - 1949     MONUMENTED       CGS
 CZ0327  HISTORY     - 1952     GOOD             NGS
 CZ0327  HISTORY     - 1978     GOOD             USGS
 CZ0327
 CZ0327                          STATION DESCRIPTION
 CZ0327
 CZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0327'4.4 MI S FROM PICACHO.
 CZ0327'ABOUT 3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0327'RAILROAD STATION AT PICACHO, THENCE 1.2 MILE SOUTHEAST ALONG THE ROAD
 CZ0327'LEADING TO THE MARANA AIRPORT NO. 1, AT THE MARANA NO. 1 AIRPORT, 0.6
 CZ0327'MILE SOUTHEAST OF THE MAIN ENTRANCE TO THE FIELD AT THE SOUTH CORNER
 CZ0327'OF THE FIELD, AND ABOUT 80 YARDS SOUTH OF THE SOUTH CORNER OF THE
 CZ0327'ASPHALT LANDING AREA, 30 FEET NORTHWEST OF THE SOUTH CORNER POST OF
 CZ0327'THE BOUNDARY FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, 2 FEET
 CZ0327'NORTHEAST OF THE BOUNDARY FENCE, AND SET IN A CONCRETE POST PROJECTING
 CZ0327'0.5 FOOT ABOVE THE GROUND.
 CZ0327
 CZ0327                          STATION RECOVERY (1978)
 CZ0327
 CZ0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0327'PICACHO P.O. 3.1 MI. S OF ALONG PICACHO BLVD, THENCE 1.2 MI. SE ALONG
 CZ0327'DIRT ROAD TO THE OLD MARINA AUXILIARY AIRPORT, AT THE S END OF THE
 CZ0327'AIRPORT. 0.6 MI SE OF THE MAIN ENTRANCE. ABOUT 80 YD. S OF THE SW
 CZ0327'CORNER OF THE ASPHALT LANDING AREA, 160 FT. SE OF THE CORNER OF THE
 CZ0327'BOUNDARY FENCE SET IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 CZ0327'GROUND, STANDARD DISK STAMPED - E-284-1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0625 ***********************************************************************
 DA0625  DESIGNATION -  E 285
 DA0625  PID         -  DA0625
 DA0625  STATE/COUNTY-  AZ/MARICOPA
 DA0625  USGS QUAD   -  BOSQUE (1973)
 DA0625
 DA0625                         *CURRENT SURVEY CONTROL
 DA0625  ___________________________________________________________________
 DA0625* NAD 83(1986)-  32 59 48.     (N)    112 30 58.     (W)     SCALED    
 DA0625* NAVD 88     -       380.322  (meters)    1247.77   (feet)  ADJUSTED  
 DA0625  ___________________________________________________________________
 DA0625  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0625  DYNAMIC HT  -         379.866 (meters)    1246.28  (feet)  COMP
 DA0625  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 DA0625
 DA0625  VERT ORDER  -  FIRST     CLASS II
 DA0625
 DA0625.The horizontal coordinates were scaled from a topographic map and have
 DA0625.an estimated accuracy of +/- 6 seconds.
 DA0625
 DA0625.The orthometric height was determined by differential leveling
 DA0625.and adjusted by the National Geodetic Survey in June 1991..
 DA0625
 DA0625.The geoid height was determined by GEOID03.
 DA0625
 DA0625.The dynamic height is computed by dividing the NAVD 88
 DA0625.geopotential number by the normal gravity value computed on the
 DA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0625.degrees latitude (g = 980.6199 gals.).
 DA0625
 DA0625.The modeled gravity was interpolated from observed gravity values.
 DA0625
 DA0625;                    North         East    Units  Estimated Accuracy
 DA0625;SPC AZ C     -   221,540.      157,340.      MT  (+/- 180 meters Scaled)
 DA0625
 DA0625                          SUPERSEDED SURVEY CONTROL
 DA0625
 DA0625  NGVD 29 (??/??/92)  379.684  (m)         1245.68   (f) ADJ UNCH    1 2
 DA0625
 DA0625.Superseded values are not recommended for survey control.
 DA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0625.See file dsdata.txt to determine how the superseded data were derived.
 DA0625
 DA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB583519(NAD 83)
 DA0625_MARKER: DB = BENCH MARK DISK
 DA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0625_STAMPING: E 285 1949
 DA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0625+STABILITY: SURFACE MOTION
 DA0625
 DA0625  HISTORY     - Date     Condition        Report By
 DA0625  HISTORY     - 1949     MONUMENTED       CGS
 DA0625  HISTORY     - 1967     GOOD             NGS
 DA0625  HISTORY     - 1980     GOOD             NGS
 DA0625  HISTORY     - 1980     GOOD             NGS
 DA0625  HISTORY     - 19941202 GOOD             USPSQD
 DA0625
 DA0625                          STATION DESCRIPTION
 DA0625
 DA0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0625'12.6 MI E FROM GILA BEND.
 DA0625'12.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0625'AT GILA BEND, IN S 13, T 5 S, R 3 W, 0.2 MILE WEST OF RAILROAD BRIDGE
 DA0625'NUMBER 868.88, 180 FEET NORTHWEST AND ACROSS AN ABANDONED RAILROAD
 DA0625'GRADE FROM THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, 69 FEET
 DA0625'NORTHWEST OF THE CENTER OF THE ABANDONED RAILROAD GRADE, 39 FEET
 DA0625'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 15 FEET NORTHEAST OF
 DA0625'TELEPHONE POLE NUMBER K, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DA0625'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0625'5 INCHES.
 DA0625
 DA0625                          STATION RECOVERY (1980)
 DA0625
 DA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0625'RECOVERED IN GOOD CONDITION.
 DA0625
 DA0625                          STATION RECOVERY (1980)
 DA0625
 DA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0625'RECOVERED IN GOOD CONDITION.
 DA0625
 DA0625                          STATION RECOVERY (1994)
 DA0625
 DA0625'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0687 ***********************************************************************
 ET0687  DESIGNATION -  E 286
 ET0687  PID         -  ET0687
 ET0687  STATE/COUNTY-  AZ/MOHAVE
 ET0687  USGS QUAD   -  SIGNAL (1990)
 ET0687
 ET0687                         *CURRENT SURVEY CONTROL
 ET0687  ___________________________________________________________________
 ET0687* NAD 83(1986)-  34 28 05.     (N)    113 39 55.     (W)     SCALED    
 ET0687* NAVD 88     -       535.939  (meters)    1758.33   (feet)  POSTED    
 ET0687  ___________________________________________________________________
 ET0687  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ET0687  DYNAMIC HT  -         535.320 (meters)    1756.30  (feet)  COMP
 ET0687  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 ET0687
 ET0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0687
 ET0687.The horizontal coordinates were scaled from a topographic map and have
 ET0687.an estimated accuracy of +/- 6 seconds.
 ET0687
 ET0687.The orthometric height was determined by differential leveling
 ET0687.and adjusted by the National Geodetic Survey in November 2005..
 ET0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0687.rate of 0.0 thru 1.0 mm/km.
 ET0687
 ET0687.The geoid height was determined by GEOID03.
 ET0687
 ET0687.The dynamic height is computed by dividing the NAVD 88
 ET0687.geopotential number by the normal gravity value computed on the
 ET0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0687.degrees latitude (g = 980.6199 gals.).
 ET0687
 ET0687.The modeled gravity was interpolated from observed gravity values.
 ET0687
 ET0687;                    North         East    Units  Estimated Accuracy
 ET0687;SPC AZ W     -   384,590.      221,140.      MT  (+/- 180 meters Scaled)
 ET0687
 ET0687                          SUPERSEDED SURVEY CONTROL
 ET0687
 ET0687  NGVD 29 (??/??/92)  535.234  (m)         1756.01   (f) ADJ UNCH    1 2
 ET0687
 ET0687.Superseded values are not recommended for survey control.
 ET0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0687.See file dsdata.txt to determine how the superseded data were derived.
 ET0687
 ET0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD551172(NAD 83)
 ET0687_MARKER: DB = BENCH MARK DISK
 ET0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0687_STAMPING: E 286 1950
 ET0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0687+STABILITY: SURFACE MOTION
 ET0687
 ET0687  HISTORY     - Date     Condition        Report By
 ET0687  HISTORY     - 1950     MONUMENTED       CGS
 ET0687  HISTORY     - 19870311 MARK NOT FOUND   USGS
 ET0687
 ET0687                          STATION DESCRIPTION
 ET0687
 ET0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0687'2.1 MI SW FROM SIGNAL.
 ET0687'2.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0687'FROM THE CROSSROAD INTERSECTION AT SIGNAL, IN RUPLEY WASH, 29 FEET
 ET0687'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF AN 8-INCH
 ET0687'CATCLAW TREE, 2.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 ET0687'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 ET0687'THE GROUND.
 ET0687
 ET0687                          STATION RECOVERY (1987)
 ET0687
 ET0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0733 ***********************************************************************
 ET0733  DESIGNATION -  E 287
 ET0733  PID         -  ET0733
 ET0733  STATE/COUNTY-  AZ/MOHAVE
 ET0733  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0733
 ET0733                         *CURRENT SURVEY CONTROL
 ET0733  ___________________________________________________________________
 ET0733* NAD 83(1986)-  34 37 08.     (N)    113 30 57.     (W)     SCALED    
 ET0733* NAVD 88     -       700.264  (meters)    2297.45   (feet)  POSTED    
 ET0733  ___________________________________________________________________
 ET0733  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET0733  DYNAMIC HT  -         699.440 (meters)    2294.75  (feet)  COMP
 ET0733  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 ET0733
 ET0733  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0733
 ET0733.The horizontal coordinates were scaled from a topographic map and have
 ET0733.an estimated accuracy of +/- 6 seconds.
 ET0733
 ET0733.The orthometric height was determined by differential leveling
 ET0733.and adjusted by the National Geodetic Survey in November 2005..
 ET0733.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0733.rate of 0.0 thru 1.0 mm/km.
 ET0733
 ET0733.The geoid height was determined by GEOID03.
 ET0733
 ET0733.The dynamic height is computed by dividing the NAVD 88
 ET0733.geopotential number by the normal gravity value computed on the
 ET0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0733.degrees latitude (g = 980.6199 gals.).
 ET0733
 ET0733.The modeled gravity was interpolated from observed gravity values.
 ET0733
 ET0733;                    North         East    Units  Estimated Accuracy
 ET0733;SPC AZ W     -   401,340.      234,830.      MT  (+/- 180 meters Scaled)
 ET0733
 ET0733                          SUPERSEDED SURVEY CONTROL
 ET0733
 ET0733  NGVD 29 (??/??/92)  699.547  (m)         2295.10   (f) ADJ UNCH    1 2
 ET0733
 ET0733.Superseded values are not recommended for survey control.
 ET0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0733.See file dsdata.txt to determine how the superseded data were derived.
 ET0733
 ET0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD693336(NAD 83)
 ET0733_MARKER: DB = BENCH MARK DISK
 ET0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0733_SP_SET: CATTLE GUARD
 ET0733_STAMPING: E 287 1950
 ET0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0733
 ET0733  HISTORY     - Date     Condition        Report By
 ET0733  HISTORY     - 1950     MONUMENTED       CGS
 ET0733
 ET0733                          STATION DESCRIPTION
 ET0733
 ET0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0733'9.3 MI S FROM WIKIEUP.
 ET0733'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0733'WIKIEUP, THENCE 1.9 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0733'CATTLE GUARD, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST
 ET0733'CONCRETE HEAD WALL, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ET0733'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0462 ***********************************************************************
 ET0462  DESIGNATION -  E 288
 ET0462  PID         -  ET0462
 ET0462  STATE/COUNTY-  AZ/YAVAPAI
 ET0462  USGS QUAD   -  IRON SPRINGS (1979)
 ET0462
 ET0462                         *CURRENT SURVEY CONTROL
 ET0462  ___________________________________________________________________
 ET0462* NAD 83(1986)-  34 34 42.     (N)    112 33 53.     (W)     SCALED    
 ET0462* NAVD 88     -      1856.211  (meters)    6089.92   (feet)  POSTED    
 ET0462  ___________________________________________________________________
 ET0462  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ET0462  DYNAMIC HT  -        1853.650 (meters)    6081.52  (feet)  COMP
 ET0462  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 ET0462
 ET0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0462
 ET0462.The horizontal coordinates were scaled from a topographic map and have
 ET0462.an estimated accuracy of +/- 6 seconds.
 ET0462
 ET0462.The orthometric height was determined by differential leveling
 ET0462.and adjusted by the National Geodetic Survey in November 2005..
 ET0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0462.rate of 0.0 thru 1.0 mm/km.
 ET0462
 ET0462.The geoid height was determined by GEOID03.
 ET0462
 ET0462.The dynamic height is computed by dividing the NAVD 88
 ET0462.geopotential number by the normal gravity value computed on the
 ET0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0462.degrees latitude (g = 980.6199 gals.).
 ET0462
 ET0462.The modeled gravity was interpolated from observed gravity values.
 ET0462
 ET0462;                    North         East    Units  Estimated Accuracy
 ET0462;SPC AZ C     -   396,990.      153,900.      MT  (+/- 180 meters Scaled)
 ET0462
 ET0462                          SUPERSEDED SURVEY CONTROL
 ET0462
 ET0462  NGVD 29 (??/??/92) 1855.326  (m)         6087.02   (f) ADJ UNCH    1 2
 ET0462
 ET0462.Superseded values are not recommended for survey control.
 ET0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0462.See file dsdata.txt to determine how the superseded data were derived.
 ET0462
 ET0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD564273(NAD 83)
 ET0462_MARKER: DB = BENCH MARK DISK
 ET0462_SETTING: 66 = SET IN ROCK OUTCROP
 ET0462_SP_SET: ROCK CUT LEDGE
 ET0462_STAMPING: E 288 1950
 ET0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0462+STABILITY: POSITION/ELEVATION WELL
 ET0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0462+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 ET0462
 ET0462  HISTORY     - Date     Condition        Report By
 ET0462  HISTORY     - 1950     MONUMENTED       CGS
 ET0462  HISTORY     - 1974     GOOD             USGS
 ET0462  HISTORY     - 19970628 GOOD             USPSQD
 ET0462  HISTORY     - 20031111 GOOD             NGS
 ET0462
 ET0462                          STATION DESCRIPTION
 ET0462
 ET0462'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0462'1.1 MI SE FROM IRON SPRINGS.
 ET0462'1.1 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0462'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, AT THE SOUTHEAST END
 ET0462'OF A ROCK CUT, IN THE TOP OF A LEDGE, 15 FEET NORTH OF CENTER LINE OF
 ET0462'RR GRADE AND 5 FEET HIGHER.  NOTE-- THERE IS NO PREITA SIDING, SIGNS
 ET0462'OR RAILS ETC. AT LOCATION.
 ET0462
 ET0462                          STATION RECOVERY (1997)
 ET0462
 ET0462'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0462'RECOVERED IN GOOD CONDITION.
 ET0462
 ET0462                          STATION RECOVERY (2003)
 ET0462
 ET0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0462'STATION IS 0.25 MILES WEST ALONG GATED, FOREST SERVICE TRAIL (OLD RR
 ET0462'GRADE) FROM INTERSECTION WITH SKYLINE DRIVE.  STATION IS IN PRESCOTT
 ET0462'NATIONAL FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0592 ***********************************************************************
 ET0592  DESIGNATION -  E 289
 ET0592  PID         -  ET0592
 ET0592  STATE/COUNTY-  AZ/YAVAPAI
 ET0592  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0592
 ET0592                         *CURRENT SURVEY CONTROL
 ET0592  ___________________________________________________________________
 ET0592* NAD 83(1986)-  34 29 46.     (N)    113 17 21.     (W)     SCALED    
 ET0592* NAVD 88     -       973.297  (meters)    3193.23   (feet)  POSTED    
 ET0592  ___________________________________________________________________
 ET0592  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0592  DYNAMIC HT  -         972.110 (meters)    3189.33  (feet)  COMP
 ET0592  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 ET0592
 ET0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0592
 ET0592.The horizontal coordinates were scaled from a topographic map and have
 ET0592.an estimated accuracy of +/- 6 seconds.
 ET0592
 ET0592.The orthometric height was determined by differential leveling
 ET0592.and adjusted by the National Geodetic Survey in November 2005..
 ET0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0592.rate of 0.0 thru 1.0 mm/km.
 ET0592
 ET0592.The geoid height was determined by GEOID03.
 ET0592
 ET0592.The dynamic height is computed by dividing the NAVD 88
 ET0592.geopotential number by the normal gravity value computed on the
 ET0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0592.degrees latitude (g = 980.6199 gals.).
 ET0592
 ET0592.The modeled gravity was interpolated from observed gravity values.
 ET0592
 ET0592;                    North         East    Units  Estimated Accuracy
 ET0592;SPC AZ C     -   388,540.       87,310.      MT  (+/- 180 meters Scaled)
 ET0592
 ET0592                          SUPERSEDED SURVEY CONTROL
 ET0592
 ET0592  NGVD 29 (??/??/92)  972.569  (m)         3190.84   (f) ADJ UNCH    1 2
 ET0592
 ET0592.Superseded values are not recommended for survey control.
 ET0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0592.See file dsdata.txt to determine how the superseded data were derived.
 ET0592
 ET0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD898195(NAD 83)
 ET0592_MARKER: DB = BENCH MARK DISK
 ET0592_SETTING: 80 = SET IN A BOULDER
 ET0592_SP_SET: BOULDER
 ET0592_STAMPING: E 289 1950
 ET0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0592+STABILITY: SURFACE MOTION
 ET0592
 ET0592  HISTORY     - Date     Condition        Report By
 ET0592  HISTORY     - 1950     MONUMENTED       CGS
 ET0592
 ET0592                          STATION DESCRIPTION
 ET0592
 ET0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0592'20.6 MI SW FROM BAGDAD.
 ET0592'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0592'AT BAGDAD, THENCE 13.8 MILES WEST ALONG A COUNTY DIRT ROAD, 0.45 MILE
 ET0592'NORTHWEST OF THE OLD OLEA RANCHHOUSE (NOW KNOWN AS THE LINES
 ET0592'RANCHHOUSE), IN THE TOP OF A PROMINENT BOULDER, 31 1/2 FEET SOUTHWEST
 ET0592'OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET SOUTH OF AN 18-INCH
 ET0592'MESQUITE TREE, 7.0 FEET NORTHEAST OF A FENCE, ABOUT 3 1/2 FEET HIGHER
 ET0592'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0291 ***********************************************************************
 ES0291  DESIGNATION -  E 29
 ES0291  PID         -  ES0291
 ES0291  STATE/COUNTY-  AZ/GILA
 ES0291  USGS QUAD   -  PAYSON NORTH (1973)
 ES0291
 ES0291                         *CURRENT SURVEY CONTROL
 ES0291  ___________________________________________________________________
 ES0291* NAD 83(1986)-  34 18 20.     (N)    111 21 36.     (W)     SCALED    
 ES0291* NAVD 88     -      1392.567  (meters)    4568.78   (feet)  ADJUSTED  
 ES0291  ___________________________________________________________________
 ES0291  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ES0291  DYNAMIC HT  -        1390.676 (meters)    4562.58  (feet)  COMP
 ES0291  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 ES0291
 ES0291  VERT ORDER  -  FIRST     CLASS II
 ES0291
 ES0291.The horizontal coordinates were scaled from a topographic map and have
 ES0291.an estimated accuracy of +/- 6 seconds.
 ES0291
 ES0291.The orthometric height was determined by differential leveling
 ES0291.and adjusted by the National Geodetic Survey in June 1991..
 ES0291
 ES0291.The geoid height was determined by GEOID03.
 ES0291
 ES0291.The dynamic height is computed by dividing the NAVD 88
 ES0291.geopotential number by the normal gravity value computed on the
 ES0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0291.degrees latitude (g = 980.6199 gals.).
 ES0291
 ES0291.The modeled gravity was interpolated from observed gravity values.
 ES0291
 ES0291;                    North         East    Units  Estimated Accuracy
 ES0291;SPC AZ E     -   367,190.      103,520.      MT  (+/- 180 meters Scaled)
 ES0291
 ES0291                          SUPERSEDED SURVEY CONTROL
 ES0291
 ES0291  NGVD 29 (??/??/92) 1391.83   (m)         4566.4    (f) COMPUTED    1 2
 ES0291
 ES0291.Superseded values are not recommended for survey control.
 ES0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0291.See file dsdata.txt to determine how the superseded data were derived.
 ES0291
 ES0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC668960(NAD 83)
 ES0291_MARKER: DB = BENCH MARK DISK
 ES0291_SETTING: 66 = SET IN ROCK OUTCROP
 ES0291_SP_SET: ROCK LEDGE
 ES0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0291+STABILITY: POSITION/ELEVATION WELL
 ES0291
 ES0291  HISTORY     - Date     Condition        Report By
 ES0291  HISTORY     - UNK      MONUMENTED       CGS
 ES0291  HISTORY     - 1933     GOOD             NGS
 ES0291
 ES0291                          STATION DESCRIPTION
 ES0291
 ES0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0291'6.7 MI NW FROM PAYSON.
 ES0291'AT SIDE OF HIGHWAY, 0.4 MILES NORTH OF EAST VERDE RIVER HIGHWAY
 ES0291'BRIDGE, 45 FEET NORTHEAST OF HIGHWAY CENTERLINE, 8 FEET ABOVE GRADE,
 ES0291'ON LEDGE OF ROCK PAINTED WHITE B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0292 ***********************************************************************
 ES0292  DESIGNATION -  E 29 RESET
 ES0292  PID         -  ES0292
 ES0292  STATE/COUNTY-  AZ/GILA
 ES0292  USGS QUAD   -  PAYSON NORTH (1973)
 ES0292
 ES0292                         *CURRENT SURVEY CONTROL
 ES0292  ___________________________________________________________________
 ES0292* NAD 83(1986)-  34 18 20.     (N)    111 21 36.     (W)     SCALED    
 ES0292* NAVD 88     -      1397.845  (meters)    4586.10   (feet)  ADJUSTED  
 ES0292  ___________________________________________________________________
 ES0292  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ES0292  DYNAMIC HT  -        1395.947 (meters)    4579.87  (feet)  COMP
 ES0292  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 ES0292
 ES0292  VERT ORDER  -  FIRST     CLASS II
 ES0292
 ES0292.The horizontal coordinates were scaled from a topographic map and have
 ES0292.an estimated accuracy of +/- 6 seconds.
 ES0292
 ES0292.The orthometric height was determined by differential leveling
 ES0292.and adjusted by the National Geodetic Survey in June 1991..
 ES0292
 ES0292.The geoid height was determined by GEOID03.
 ES0292
 ES0292.The dynamic height is computed by dividing the NAVD 88
 ES0292.geopotential number by the normal gravity value computed on the
 ES0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0292.degrees latitude (g = 980.6199 gals.).
 ES0292
 ES0292.The modeled gravity was interpolated from observed gravity values.
 ES0292
 ES0292;                    North         East    Units  Estimated Accuracy
 ES0292;SPC AZ E     -   367,190.      103,520.      MT  (+/- 180 meters Scaled)
 ES0292
 ES0292                          SUPERSEDED SURVEY CONTROL
 ES0292
 ES0292  NGVD 29 (??/??/??) 1397.11   (m)         4583.7    (f) RESET       3  
 ES0292
 ES0292.Superseded values are not recommended for survey control.
 ES0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0292.See file dsdata.txt to determine how the superseded data were derived.
 ES0292
 ES0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC668960(NAD 83)
 ES0292_MARKER: DB = BENCH MARK DISK
 ES0292_SETTING: 66 = SET IN ROCK OUTCROP
 ES0292_SP_SET: ROCK OUTCROP
 ES0292_STAMPING: 4583.690 E 29 RESET 1955
 ES0292_MARK LOGO: CGS   
 ES0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0292+STABILITY: POSITION/ELEVATION WELL
 ES0292
 ES0292  HISTORY     - Date     Condition        Report By
 ES0292  HISTORY     - 1955     MONUMENTED       CGS
 ES0292  HISTORY     - 1973     GOOD             USGS
 ES0292  HISTORY     - 1982     GOOD             NGS
 ES0292  HISTORY     - 19980819 GOOD             USPSQD
 ES0292
 ES0292                          STATION DESCRIPTION
 ES0292
 ES0292'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0292'6.85 MI NE FROM PAYSON.
 ES0292'FROM THE POST OFFICE IN PAYSON, 0.6 MI. EAST ON MAIN ST.  THENCE NORTH
 ES0292'ON STATE HIGHWAY 87 FOR 5.9 MILES TO THE BRIDGE OVER THE EAST VERDE
 ES0292'RIVER.  THENCE 0.35 MI. TO A CULVERT.  38 FT. NORTHEAST OF THE
 ES0292'CENTERLINE OF THE HIGHWAY IN A ROCK OUTCROP 10 FT. NORTHWEST OF THE
 ES0292'CULVERT AND ABOUT THREE FEET LOWER THAN THE HIGHWAY, STD, DISK STAMPED
 ES0292'4583.690 E 29 RESET 1955.
 ES0292
 ES0292                          STATION RECOVERY (1982)
 ES0292
 ES0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0292'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0292'14.3 KM (8.9 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0292'IN PINE, IN TOP OF A LIMESTONE OUTCROP, 11.5 METERS (38 FT) NORTHEAST
 ES0292'OF THE HIGHWAY CENTERLINE, 45.7 METERS (150 FT) SOUTHEAST OF A TURN
 ES0292'OUT, 6.7 METERS (22 FT) NORTHWEST OF THE NORTHEAST END OF A 18-INCH
 ES0292'CORRUGATED METAL PIPE CULVERT.
 ES0292'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 ES0292
 ES0292                          STATION RECOVERY (1998)
 ES0292
 ES0292'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0368 ***********************************************************************
 ET0368  DESIGNATION -  E 290
 ET0368  PID         -  ET0368
 ET0368  STATE/COUNTY-  AZ/YAVAPAI
 ET0368  USGS QUAD   -  HILLSIDE (1969)
 ET0368
 ET0368                         *CURRENT SURVEY CONTROL
 ET0368  ___________________________________________________________________
 ET0368* NAD 83(1986)-  34 26 47.     (N)    112 57 58.     (W)     SCALED    
 ET0368* NAVD 88     -      1108.510  (meters)    3636.84   (feet)  POSTED    
 ET0368  ___________________________________________________________________
 ET0368  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 ET0368  DYNAMIC HT  -        1107.120 (meters)    3632.28  (feet)  COMP
 ET0368  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 ET0368
 ET0368  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0368
 ET0368.The horizontal coordinates were scaled from a topographic map and have
 ET0368.an estimated accuracy of +/- 6 seconds.
 ET0368
 ET0368.The orthometric height was determined by differential leveling
 ET0368.and adjusted by the National Geodetic Survey in November 2005..
 ET0368
 ET0368.The geoid height was determined by GEOID03.
 ET0368
 ET0368.The dynamic height is computed by dividing the NAVD 88
 ET0368.geopotential number by the normal gravity value computed on the
 ET0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0368.degrees latitude (g = 980.6199 gals.).
 ET0368
 ET0368.The modeled gravity was interpolated from observed gravity values.
 ET0368
 ET0368;                    North         East    Units  Estimated Accuracy
 ET0368;SPC AZ C     -   382,670.      116,930.      MT  (+/- 180 meters Scaled)
 ET0368
 ET0368                          SUPERSEDED SURVEY CONTROL
 ET0368
 ET0368  NGVD 29 (??/??/92) 1107.767  (m)         3634.40   (f) ADJ UNCH    1 2
 ET0368
 ET0368.Superseded values are not recommended for survey control.
 ET0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0368.See file dsdata.txt to determine how the superseded data were derived.
 ET0368
 ET0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD193134(NAD 83)
 ET0368_MARKER: DB = BENCH MARK DISK
 ET0368_SETTING: 66 = SET IN ROCK OUTCROP
 ET0368_SP_SET: GRANITE OUTCROP
 ET0368_STAMPING: E 290 1950
 ET0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0368+STABILITY: POSITION/ELEVATION WELL
 ET0368
 ET0368  HISTORY     - Date     Condition        Report By
 ET0368  HISTORY     - 1950     MONUMENTED       CGS
 ET0368
 ET0368                          STATION DESCRIPTION
 ET0368
 ET0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0368'4.2 MI NW FROM HILLSIDE.
 ET0368'4.2 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0368'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE SOUTHWEST EDGE
 ET0368'OF A DEEP DRY WASH, IN THE TOP OF A BENCH ON THE SOUTHWEST SIDE OF A
 ET0368'DECOMPOSED GRANITE OUTCROP, 216 FEET NORTH OF THE CENTER OF THE
 ET0368'JUNCTION OF AN OLD ABANDONED DIRT ROAD, 167.5 FEET SOUTH OF THE SOUTH
 ET0368'END OF AN 18-INCH CONCRETE PIPE CULVERT, 137 FEET NORTHEAST OF THE
 ET0368'CENTER LINE OF THE ABANDONED ROAD, ABOUT 10 FEET LOWER THAN THE
 ET0368'HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0896 ***********************************************************************
 CZ0896  DESIGNATION -  E 292
 CZ0896  PID         -  CZ0896
 CZ0896  STATE/COUNTY-  AZ/PIMA
 CZ0896  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0896
 CZ0896                         *CURRENT SURVEY CONTROL
 CZ0896  ___________________________________________________________________
 CZ0896* NAD 83(1986)-  32 28 33.     (N)    111 31 58.     (W)     SCALED    
 CZ0896* NAVD 88     -       641.96   (+/-2cm)    2106.2    (feet)  VERTCON   
 CZ0896  ___________________________________________________________________
 CZ0896  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0896
 CZ0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0896
 CZ0896.The horizontal coordinates were scaled from a topographic map and have
 CZ0896.an estimated accuracy of +/- 6 seconds.
 CZ0896
 CZ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0896.The vertical order pertains to the NGVD 29 superseded value.
 CZ0896
 CZ0896.The geoid height was determined by GEOID03.
 CZ0896
 CZ0896;                    North         East    Units  Estimated Accuracy
 CZ0896;SPC AZ C     -   163,690.      249,440.      MT  (+/- 180 meters Scaled)
 CZ0896
 CZ0896                          SUPERSEDED SURVEY CONTROL
 CZ0896
 CZ0896  NGVD 29 (??/??/92)  641.405  (m)         2104.34   (f) ADJ UNCH    2 0
 CZ0896
 CZ0896.Superseded values are not recommended for survey control.
 CZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0896.See file dsdata.txt to determine how the superseded data were derived.
 CZ0896
 CZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA499933(NAD 83)
 CZ0896_MARKER: DB = BENCH MARK DISK
 CZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0896_STAMPING: E 292 1951
 CZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0896+STABILITY: SURFACE MOTION
 CZ0896
 CZ0896  HISTORY     - Date     Condition        Report By
 CZ0896  HISTORY     - 1951     MONUMENTED       CGS
 CZ0896
 CZ0896                          STATION DESCRIPTION
 CZ0896
 CZ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0896'5.4 MI NE FROM SILVER BELL CEMETERY.
 CZ0896'5.4 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0896'CEMETERY, 1.4 MILE EAST OF A GRAVEL ROAD INTERSECTION, 0.4 MILE
 CZ0896'NORTHEAST OF AN ABANDONED MINE AND WATER TANKS, AND ABOUT 50 YARDS
 CZ0896'NORTHEAST OF A SHALLOW SANDY WASH CROSSING THE ROAD, 38 FEET SOUTHEAST
 CZ0896'OF THE CENTER LINE OF THE ROAD, 2.1 FEET WEST OF THE WITNESS POST, AND
 CZ0896'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0896'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0585 ***********************************************************************
 CZ0585  DESIGNATION -  E 294
 CZ0585  PID         -  CZ0585
 CZ0585  STATE/COUNTY-  AZ/PIMA
 CZ0585  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0585
 CZ0585                         *CURRENT SURVEY CONTROL
 CZ0585  ___________________________________________________________________
 CZ0585* NAD 83(1986)-  32 28 49.     (N)    111 20 19.     (W)     SCALED    
 CZ0585* NAVD 88     -       575.00   (+/-2cm)    1886.5    (feet)  VERTCON   
 CZ0585  ___________________________________________________________________
 CZ0585  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0585
 CZ0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0585
 CZ0585.The horizontal coordinates were scaled from a topographic map and have
 CZ0585.an estimated accuracy of +/- 6 seconds.
 CZ0585
 CZ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0585.The vertical order pertains to the NGVD 29 superseded value.
 CZ0585
 CZ0585.The geoid height was determined by GEOID03.
 CZ0585
 CZ0585;                    North         East    Units  Estimated Accuracy
 CZ0585;SPC AZ C     -   164,270.      267,690.      MT  (+/- 180 meters Scaled)
 CZ0585
 CZ0585                          SUPERSEDED SURVEY CONTROL
 CZ0585
 CZ0585  NGVD 29 (??/??/92)  574.501  (m)         1884.84   (f) ADJ UNCH    2 0
 CZ0585
 CZ0585.Superseded values are not recommended for survey control.
 CZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0585.See file dsdata.txt to determine how the superseded data were derived.
 CZ0585
 CZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA681937(NAD 83)
 CZ0585_MARKER: DB = BENCH MARK DISK
 CZ0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0585_SP_SET: FOUNDATION
 CZ0585_STAMPING: E 294 1951
 CZ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0585
 CZ0585  HISTORY     - Date     Condition        Report By
 CZ0585  HISTORY     - 1951     MONUMENTED       CGS
 CZ0585  HISTORY     - 1977     GOOD             USGS
 CZ0585
 CZ0585                          STATION DESCRIPTION
 CZ0585
 CZ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0585'6.0 MI W FROM MARANA AIR BASE.
 CZ0585'0.1 MILE NORTHEAST ALONG THE STREET FROM THE NORTHWEST SIDE OF THE
 CZ0585'CONTROL TOWER AT MARANA AIR PORT TO AN INTERSECTION, THENCE 1.9 MILES
 CZ0585'NORTHWEST AND WEST LEADING TO THE SEWAGE PLANT AND TO A LOCKED GATE ON
 CZ0585'THE SOUTH SIDE OF THE PLANT GO THRU THE GATE AND GO 0.1 MILE TO THE
 CZ0585'ROAD LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST TO A T JUNCTION,
 CZ0585'THENCE 1.05 MILES SOUTHEAST TO A WOODEN GATE AND THROUGH THE GATE AND
 CZ0585'1.4 MILES SOUTH TO A T JUNCTION, SET IN THE TOP OF THE SOUTHWEST
 CZ0585'CORNER OF THE CONCRETE FOUNDATION FOR A PUMP, 92 FEET WEST OF THE
 CZ0585'CENTER LINE OF THE ROAD, 71.6 FEET WEST OF A POWER LINE POLE WHERE
 CZ0585'LINE MAKES A CROSSING, 6.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ0585'TIN BOX FOR AN ELECTRIC PUMP, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE
 CZ0585'CONCRETE FOUNDATION, 0.6 FOOT EAST OF THE WEST EDGE OF THE CONCRETE
 CZ0585'FOUNDATION, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 CZ0585
 CZ0585                          STATION RECOVERY (1977)
 CZ0585
 CZ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0585'0.1 MI NE. ALONG THE ST. FROM THE NW SIDE OF THE CONTROL TOWER AT
 CZ0585'MARANA AIR PARK TO AN INTERSECTION, THENCE 1.9 MI NW. AND WEST
 CZ0585'LEADING TO THE SEWAGE PLANT AND TO A LOCKED GATE ON THE SOUTH SIDE OF
 CZ0585'THE PLANT GO THRU THE GATE AND GO 0.1 MI TO THE RD. LEADING SOUTH,
 CZ0585'THENCE 1.45 MI SOUTH AND WEST TO A T JCT., THENCE 1.05 MI SE. TO A
 CZ0585'WOODEN GATE AND THRU THE GATE AND 1.4 MI SOUTH TO A T JCT., SET IN
 CZ0585'THE TOP OF THE SW. CORNER OF THE CONC. FOUNDATION FOR A PUMP, 92 FT
 CZ0585'WEST OF THE CENTERLINE OF THE RD., 71.6 FT WEST OF A POWERLINE POLE
 CZ0585'WHERE LINE MAKES A CROSSING, 6.9 FT NE. OF THE NE. CORNER OF A TIN
 CZ0585'BOX FOR AN ELECTRIC PUMP, 0.6 FT NORTH OF THE SOUTH EDGE OF THE CONC.
 CZ0585'FOUNDATION, 0.6 FT EAST OF THE WEST EDGE OF THE CONC. FOUNDATION, AND
 CZ0585'ABOUT 1 1/2 FT HIGHER THAN THE RD. STD. DISK STAMPED E 294 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0716 ***********************************************************************
 CZ0716  DESIGNATION -  E 295
 CZ0716  PID         -  CZ0716
 CZ0716  STATE/COUNTY-  AZ/PIMA
 CZ0716  USGS QUAD   -  AVRA (1992)
 CZ0716
 CZ0716                         *CURRENT SURVEY CONTROL
 CZ0716  ___________________________________________________________________
 CZ0716* NAD 83(1986)-  32 17 09.     (N)    111 09 58.     (W)     SCALED    
 CZ0716* NAVD 88     -       910.80   (+/-2cm)    2988.2    (feet)  VERTCON   
 CZ0716  ___________________________________________________________________
 CZ0716  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0716
 CZ0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0716
 CZ0716.The horizontal coordinates were scaled from a topographic map and have
 CZ0716.an estimated accuracy of +/- 6 seconds.
 CZ0716
 CZ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0716.The vertical order pertains to the NGVD 29 superseded value.
 CZ0716
 CZ0716.The geoid height was determined by GEOID03.
 CZ0716
 CZ0716;                    North         East    Units  Estimated Accuracy
 CZ0716;SPC AZ C     -   142,810.      284,060.      MT  (+/- 180 meters Scaled)
 CZ0716
 CZ0716                          SUPERSEDED SURVEY CONTROL
 CZ0716
 CZ0716  NGVD 29 (??/??/92)  910.117  (m)         2985.94   (f) ADJ UNCH    2 0
 CZ0716
 CZ0716.Superseded values are not recommended for survey control.
 CZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0716.See file dsdata.txt to determine how the superseded data were derived.
 CZ0716
 CZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA843721(NAD 83)
 CZ0716_MARKER: DB = BENCH MARK DISK
 CZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0716_STAMPING: E 295 1951
 CZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0716+STABILITY: SURFACE MOTION
 CZ0716
 CZ0716  HISTORY     - Date     Condition        Report By
 CZ0716  HISTORY     - 1951     MONUMENTED       CGS
 CZ0716
 CZ0716                          STATION DESCRIPTION
 CZ0716
 CZ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0716'8.3 MI SW FROM CORTARO.
 CZ0716'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0716'CORTARO, THENCE 6.55 MILES SOUTHWEST ALONG KINNEY ROAD, 0.2 MILE
 CZ0716'NORTHEAST OF A T JUNCTION LEADING NORTH TO THE ES-KIM-IN-ZEN PICNIC
 CZ0716'AREA, 0.1 MILE NORTHEAST OF A T JUNCTION OF A DIRT ROAD LEADING
 CZ0716'SOUTHEAST TO WASSON PARK TRAIL, 0.05 MILE SOUTHWEST OF A SUMMIT, 34
 CZ0716'FEET NORTH OF THE CENTER LINE OF THE NEW KINNEY ROAD, 3.7 FEET
 CZ0716'SOUTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 CZ0716'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0716'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1118 ***********************************************************************
 CZ1118  DESIGNATION -  E 297
 CZ1118  PID         -  CZ1118
 CZ1118  STATE/COUNTY-  AZ/PINAL
 CZ1118  USGS QUAD   -  STANFIELD (1992)
 CZ1118
 CZ1118                         *CURRENT SURVEY CONTROL
 CZ1118  ___________________________________________________________________
 CZ1118* NAD 83(1986)-  32 52 45.     (N)    111 59 50.     (W)     SCALED    
 CZ1118* NAVD 88     -       400.11   (+/-2cm)    1312.7    (feet)  VERTCON   
 CZ1118  ___________________________________________________________________
 CZ1118  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1118
 CZ1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1118
 CZ1118.The horizontal coordinates were scaled from a topographic map and have
 CZ1118.an estimated accuracy of +/- 6 seconds.
 CZ1118
 CZ1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1118.The vertical order pertains to the NGVD 29 superseded value.
 CZ1118
 CZ1118.The geoid height was determined by GEOID03.
 CZ1118
 CZ1118;                    North         East    Units  Estimated Accuracy
 CZ1118;SPC AZ C     -   208,360.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1118
 CZ1118                          SUPERSEDED SURVEY CONTROL
 CZ1118
 CZ1118  NGVD 29 (??/??/92)  399.528  (m)         1310.78   (f) ADJ UNCH    2 0
 CZ1118
 CZ1118.Superseded values are not recommended for survey control.
 CZ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1118.See file dsdata.txt to determine how the superseded data were derived.
 CZ1118
 CZ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1118_MARKER: DB = BENCH MARK DISK
 CZ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1118_STAMPING: E 297 1951
 CZ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1118+STABILITY: SURFACE MOTION
 CZ1118
 CZ1118  HISTORY     - Date     Condition        Report By
 CZ1118  HISTORY     - 1951     MONUMENTED       CGS
 CZ1118  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1118  HISTORY     - 1977     GOOD             USGS
 CZ1118
 CZ1118                          STATION DESCRIPTION
 CZ1118
 CZ1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1118'1.4 MI W FROM STANFIELD.
 CZ1118'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1118'STANFIELD, AT HIGHWAY MILEPOST 164, AT THE INTERSECTION OF THE
 CZ1118'WHITE-PARKER ROAD, AT A SOUTHWEST FENCE CORNER, 67 1/2 FEET EAST OF
 CZ1118'THE CENTER LINE OF WHITE-PARKER ROAD, 47 FEET NORTH OF THE CENTER LINE
 CZ1118'OF THE HIGHWAY, 32 1/2 FEET NORTH OF THE EAST END OF THE NORTH
 CZ1118'CONCRETE HEADWALL OF A 6 BY 6 FOOT TWIN BOX TYPE CULVERT UNDER THE
 CZ1118'HIGHWAY, 14.1 FEET EAST OF A FENCE CORNER, 2.6 FEET SOUTH OF A 2.2
 CZ1118'FEET WEST OF A POWER POLE, 1.8 FEET WEST OF A WITNESS POST, AND ABOUT
 CZ1118'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CZ1118'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ1118
 CZ1118                          STATION RECOVERY (1963)
 CZ1118
 CZ1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1118'MARK NOT FOUND.
 CZ1118
 CZ1118                          STATION RECOVERY (1977)
 CZ1118
 CZ1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1118'STANFIELD POST OFFICE 2.1 MI W. OF ALONG HWY. 84. AT THE INTERSECTION
 CZ1118'OF WHITE-PARKER RD., NEAR MILEPOST 164. 47 FT N. OF THE CENTERLINE OF
 CZ1118'HWY., 68 FT E. OF CENTERLINE OF THE RD., 33 FT N. OF THE E. END OF
 CZ1118'THE N. CONCRETE HEADWALL OF A 6 FT X 6 FT BOX CULVERT UNDER THE HWY.,
 CZ1118'AND ABOUT 1 FT LOWER THAN THE HWY. SURFACE. IN CONCRETE POST
 CZ1118'PROJECTING 0.8 FT ABOVE GROUND. NGS DISK STAMPED E 297 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0030 ***********************************************************************
 DA0030  DESIGNATION -  E 298
 DA0030  PID         -  DA0030
 DA0030  STATE/COUNTY-  AZ/PINAL
 DA0030  USGS QUAD   -  KOHATK (1981)
 DA0030
 DA0030                         *CURRENT SURVEY CONTROL
 DA0030  ___________________________________________________________________
 DA0030* NAD 83(1986)-  32 37 05.     (N)    112 05 49.     (W)     SCALED    
 DA0030* NAVD 88     -       592.27   (+/-2cm)    1943.1    (feet)  VERTCON   
 DA0030  ___________________________________________________________________
 DA0030  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0030
 DA0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0030
 DA0030.The horizontal coordinates were scaled from a topographic map and have
 DA0030.an estimated accuracy of +/- 6 seconds.
 DA0030
 DA0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0030.The vertical order pertains to the NGVD 29 superseded value.
 DA0030
 DA0030.The geoid height was determined by GEOID03.
 DA0030
 DA0030;                    North         East    Units  Estimated Accuracy
 DA0030;SPC AZ C     -   179,410.      196,440.      MT  (+/- 180 meters Scaled)
 DA0030
 DA0030                          SUPERSEDED SURVEY CONTROL
 DA0030
 DA0030  NGVD 29 (??/??/92)  591.610  (m)         1940.97   (f) ADJ UNCH    2 0
 DA0030
 DA0030.Superseded values are not recommended for survey control.
 DA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0030.See file dsdata.txt to determine how the superseded data were derived.
 DA0030
 DA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB970094(NAD 83)
 DA0030_MARKER: DB = BENCH MARK DISK
 DA0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0030_STAMPING: E 298 1951
 DA0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0030+STABILITY: SURFACE MOTION
 DA0030
 DA0030  HISTORY     - Date     Condition        Report By
 DA0030  HISTORY     - 1951     MONUMENTED       CGS
 DA0030
 DA0030                          STATION DESCRIPTION
 DA0030
 DA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0030'1.3 MI E FROM BITTER WELL.
 DA0030'1.3 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 DA0030'OF BITTER WELL, AT A BARREN PATCH OF GROUND, ON A SLIGHT DOWNGRADE
 DA0030'GOING SOUTHEAST, 23 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0030'1.7 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0030'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0030'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0230 ***********************************************************************
 FQ0230  DESIGNATION -  E 3
 FQ0230  PID         -  FQ0230
 FQ0230  STATE/COUNTY-  AZ/COCONINO
 FQ0230  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0230
 FQ0230                         *CURRENT SURVEY CONTROL
 FQ0230  ___________________________________________________________________
 FQ0230* NAD 83(1986)-  35 11 48.     (N)    111 38 52.     (W)     SCALED    
 FQ0230* NAVD 88     -      2103.948  (meters)    6902.70   (feet)  ADJUSTED  
 FQ0230  ___________________________________________________________________
 FQ0230  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0230  DYNAMIC HT  -        2100.954 (meters)    6892.88  (feet)  COMP
 FQ0230  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 FQ0230
 FQ0230  VERT ORDER  -  FIRST     CLASS II
 FQ0230
 FQ0230.The horizontal coordinates were scaled from a topographic map and have
 FQ0230.an estimated accuracy of +/- 6 seconds.
 FQ0230
 FQ0230.The orthometric height was determined by differential leveling
 FQ0230.and adjusted by the National Geodetic Survey in June 1991..
 FQ0230.WARNING-Repeat measurements at this control monument indicate possible
 FQ0230.vertical movement.
 FQ0230
 FQ0230.The geoid height was determined by GEOID03.
 FQ0230
 FQ0230.The dynamic height is computed by dividing the NAVD 88
 FQ0230.geopotential number by the normal gravity value computed on the
 FQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0230.degrees latitude (g = 980.6199 gals.).
 FQ0230
 FQ0230.The modeled gravity was interpolated from observed gravity values.
 FQ0230
 FQ0230;                    North         East    Units  Estimated Accuracy
 FQ0230;SPC AZ C     -   465,420.      237,850.      MT  (+/- 180 meters Scaled)
 FQ0230
 FQ0230                          SUPERSEDED SURVEY CONTROL
 FQ0230
 FQ0230  NGVD 29 (??/??/92) 2102.910  (m)         6899.30   (f) ADJ UNCH    1 2
 FQ0230
 FQ0230.Superseded values are not recommended for survey control.
 FQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0230.See file dsdata.txt to determine how the superseded data were derived.
 FQ0230
 FQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD410950(NAD 83)
 FQ0230_MARKER: DB = BENCH MARK DISK
 FQ0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0230_SP_SET: WALL
 FQ0230_STAMPING: 6899.330
 FQ0230_MARK LOGO: CGS   
 FQ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0230+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0230
 FQ0230  HISTORY     - Date     Condition        Report By
 FQ0230  HISTORY     - UNK      MONUMENTED       CGS
 FQ0230  HISTORY     - 1934     GOOD             NGS
 FQ0230  HISTORY     - 1958     GOOD             NGS
 FQ0230  HISTORY     - 1982     GOOD             NGS
 FQ0230  HISTORY     - 1983     GOOD             NGS
 FQ0230  HISTORY     - 20030507 GOOD             NGS
 FQ0230  HISTORY     - 20050929 GOOD             USPSQD
 FQ0230
 FQ0230                          STATION DESCRIPTION
 FQ0230
 FQ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0230'IN FLAGSTAFF.
 FQ0230'AT FLAGSTAFF, COCONINO COUNTY, 400 FEET EAST OF THE ATCHISON, TOPEKA
 FQ0230'AND SANTA FE RAILWAY PASSENGER STATION, IN THE SOUTH STONE WALL OF THE
 FQ0230'FREIGHT OFFICE, 15 FEET EAST OF THE SOUTHWEST CORNER, 1 FOOT EAST OF
 FQ0230'THE EAST EDGE OF THE WEST DOOR, AND 4 FEET ABOVE GROUND. A STANDARD
 FQ0230'DISK, STAMPED 6899.330 AND SET VERTICALLY.
 FQ0230
 FQ0230                          STATION RECOVERY (1958)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0230'RECOVERED IN GOOD CONDITION.
 FQ0230
 FQ0230                          STATION RECOVERY (1982)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0230'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0230'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0230'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, VERTICALY IN THE SOUTH
 FQ0230'STONE WALL OF A FREIGHT BUILDING, 5.4 METERS (18 FT) NORTH OF THE
 FQ0230'NORTH RAIL OF THE MAIN TRACK, 4.5 METERS (15 FT) EAST OF THE SOUTHWEST
 FQ0230'CORNER OF THE BUILDING, 0.3 METER (1 FT) EAST OF THE DOOR.
 FQ0230
 FQ0230                          STATION RECOVERY (1983)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0230'RECOVERED IN GOOD CONDITION.
 FQ0230
 FQ0230                          STATION RECOVERY (2003)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FQ0230'BLDG. WAS RESTORED IN 1990'S AND IS NOW OFFICES FOR BNSF RR.
 FQ0230
 FQ0230                          STATION RECOVERY (2005)
 FQ0230
 FQ0230'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0668 ***********************************************************************
 DW0668  DESIGNATION -  E 30
 DW0668  PID         -  DW0668
 DW0668  STATE/COUNTY-  AZ/LA PAZ
 DW0668  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0668
 DW0668                         *CURRENT SURVEY CONTROL
 DW0668  ___________________________________________________________________
 DW0668* NAD 83(1986)-  33 40 04.     (N)    114 02 19.     (W)     SCALED    
 DW0668* NAVD 88     -       528.86   (+/-2cm)    1735.1    (feet)  VERTCON   
 DW0668  ___________________________________________________________________
 DW0668  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DW0668
 DW0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0668
 DW0668.The horizontal coordinates were scaled from a topographic map and have
 DW0668.an estimated accuracy of +/- 6 seconds.
 DW0668
 DW0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0668.The vertical order pertains to the NGVD 29 superseded value.
 DW0668
 DW0668.The geoid height was determined by GEOID03.
 DW0668
 DW0668;                    North         East    Units  Estimated Accuracy
 DW0668;SPC AZ W     -   295,860.      186,600.      MT  (+/- 180 meters Scaled)
 DW0668
 DW0668                          SUPERSEDED SURVEY CONTROL
 DW0668
 DW0668  NGVD 29 (??/??/??)  528.148  (m)         1732.77   (f) ADJUSTED    1 2
 DW0668
 DW0668.Superseded values are not recommended for survey control.
 DW0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0668.See file dsdata.txt to determine how the superseded data were derived.
 DW0668
 DW0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT745292(NAD 83)
 DW0668_MARKER: DB = BENCH MARK DISK
 DW0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0668_STAMPING: 1732.766 E 30 1933
 DW0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0668+STABILITY: SURFACE MOTION
 DW0668
 DW0668  HISTORY     - Date     Condition        Report By
 DW0668  HISTORY     - 1933     MONUMENTED       CGS
 DW0668  HISTORY     - 1965     MARK NOT FOUND   NGS
 DW0668
 DW0668                          STATION DESCRIPTION
 DW0668
 DW0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DW0668'11.7 MI E FROM QUARTZSITE.
 DW0668'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0668'YUMA COUNTY, NEAR THE TOP OF A SUMMIT ON THE WEST SIDE, 62 FEET
 DW0668'SOUTHWEST OF A CONCRETE CULVERT, AND 59 FEET SOUTH OF THE
 DW0668'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1732.766
 DW0668'E 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 DW0668'3 INCHES ABOVE GROUND.  NOTE-- RELOCATED HIGHWAY 60 PASSES OVER
 DW0668'OLD LOCATION OF BENCH MARK.
 DW0668
 DW0668                          STATION RECOVERY (1965)
 DW0668
 DW0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DW0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0168 ***********************************************************************
 DA0168  DESIGNATION -  E 300
 DA0168  PID         -  DA0168
 DA0168  STATE/COUNTY-  AZ/PINAL
 DA0168  USGS QUAD   -  KOHATK (1981)
 DA0168
 DA0168                         *CURRENT SURVEY CONTROL
 DA0168  ___________________________________________________________________
 DA0168* NAD 83(1986)-  32 34 19.     (N)    112 00 34.     (W)     SCALED    
 DA0168* NAVD 88     -       504.07   (+/-2cm)    1653.8    (feet)  VERTCON   
 DA0168  ___________________________________________________________________
 DA0168  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0168
 DA0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0168
 DA0168.The horizontal coordinates were scaled from a topographic map and have
 DA0168.an estimated accuracy of +/- 6 seconds.
 DA0168
 DA0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0168.The vertical order pertains to the NGVD 29 superseded value.
 DA0168
 DA0168.The geoid height was determined by GEOID03.
 DA0168
 DA0168;                    North         East    Units  Estimated Accuracy
 DA0168;SPC AZ C     -   174,290.      204,650.      MT  (+/- 180 meters Scaled)
 DA0168
 DA0168                          SUPERSEDED SURVEY CONTROL
 DA0168
 DA0168  NGVD 29 (??/??/92)  503.454  (m)         1651.75   (f) ADJ UNCH    2 0
 DA0168
 DA0168.Superseded values are not recommended for survey control.
 DA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0168.See file dsdata.txt to determine how the superseded data were derived.
 DA0168
 DA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB052042(NAD 83)
 DA0168_MARKER: DB = BENCH MARK DISK
 DA0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0168_STAMPING: E 300 1932
 DA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0168+STABILITY: SURFACE MOTION
 DA0168
 DA0168  HISTORY     - Date     Condition        Report By
 DA0168  HISTORY     - 1952     MONUMENTED       CGS
 DA0168
 DA0168                          STATION DESCRIPTION
 DA0168
 DA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0168'0.7 MI SW FROM QUAJOTE.
 DA0168'0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM A WATER WELL AT THE INDIAN
 DA0168'VILLAGE OF QUAJOTE, ABOUT 55 YARDS SOUTH OF A POINT WHERE THE ROAD
 DA0168'CROSSES A WASH, 116 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 DA0168'SOUTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST, AND SET IN
 DA0168'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 DA0168'ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0746 ***********************************************************************
 CZ0746  DESIGNATION -  E 301
 CZ0746  PID         -  CZ0746
 CZ0746  STATE/COUNTY-  AZ/PIMA
 CZ0746  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0746
 CZ0746                         *CURRENT SURVEY CONTROL
 CZ0746  ___________________________________________________________________
 CZ0746* NAD 83(1986)-  32 14 53.     (N)    111 15 42.     (W)     SCALED    
 CZ0746* NAVD 88     -       673.75   (+/-2cm)    2210.5    (feet)  VERTCON   
 CZ0746  ___________________________________________________________________
 CZ0746  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0746
 CZ0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0746
 CZ0746.The horizontal coordinates were scaled from a topographic map and have
 CZ0746.an estimated accuracy of +/- 6 seconds.
 CZ0746
 CZ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0746.The vertical order pertains to the NGVD 29 superseded value.
 CZ0746
 CZ0746.The geoid height was determined by GEOID03.
 CZ0746
 CZ0746;                    North         East    Units  Estimated Accuracy
 CZ0746;SPC AZ C     -   138,560.      275,080.      MT  (+/- 180 meters Scaled)
 CZ0746
 CZ0746                          SUPERSEDED SURVEY CONTROL
 CZ0746
 CZ0746  NGVD 29 (??/??/92)  673.122  (m)         2208.40   (f) ADJ UNCH    2 0
 CZ0746
 CZ0746.Superseded values are not recommended for survey control.
 CZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0746.See file dsdata.txt to determine how the superseded data were derived.
 CZ0746
 CZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753679(NAD 83)
 CZ0746_MARKER: DB = BENCH MARK DISK
 CZ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0746_STAMPING: E 301 1951
 CZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0746+STABILITY: SURFACE MOTION
 CZ0746
 CZ0746  HISTORY     - Date     Condition        Report By
 CZ0746  HISTORY     - 1951     MONUMENTED       CGS
 CZ0746  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0746
 CZ0746                          STATION DESCRIPTION
 CZ0746
 CZ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0746'19.0 MI W FROM TUCSON.
 CZ0746'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0746'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0746'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0746'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 3.7 MILES WEST
 CZ0746'ALONG A DIRT ROAD, AT A DUNNS RANCH HOUSE IN LINE WITH THE SOUTH EDGE
 CZ0746'OF THE PORCH, 75 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE
 CZ0746'WAY TO THE HOUSE, 8.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CZ0746'PORCH, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0746'POST FLUSH WITH THE GROUND.
 CZ0746
 CZ0746                          STATION RECOVERY (1975)
 CZ0746
 CZ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0803 ***********************************************************************
 CG0803  DESIGNATION -  E 302
 CG0803  PID         -  CG0803
 CG0803  STATE/COUNTY-  AZ/PIMA
 CG0803  USGS QUAD   -  MILDRED PEAK (1979)
 CG0803
 CG0803                         *CURRENT SURVEY CONTROL
 CG0803  ___________________________________________________________________
 CG0803* NAD 83(1986)-  31 38 25.     (N)    111 30 08.     (W)     SCALED    
 CG0803* NAVD 88     -      1058.10   (+/-2cm)    3471.4    (feet)  VERTCON   
 CG0803  ___________________________________________________________________
 CG0803  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CG0803
 CG0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0803
 CG0803.The horizontal coordinates were scaled from a topographic map and have
 CG0803.an estimated accuracy of +/- 6 seconds.
 CG0803
 CG0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0803.The vertical order pertains to the NGVD 29 superseded value.
 CG0803
 CG0803.The geoid height was determined by GEOID03.
 CG0803
 CG0803;                    North         East    Units  Estimated Accuracy
 CG0803;SPC AZ C     -    71,060.      252,670.      MT  (+/- 180 meters Scaled)
 CG0803
 CG0803                          SUPERSEDED SURVEY CONTROL
 CG0803
 CG0803  NGVD 29 (??/??/92) 1057.315  (m)         3468.87   (f) ADJ UNCH    2 0
 CG0803
 CG0803.Superseded values are not recommended for survey control.
 CG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0803.See file dsdata.txt to determine how the superseded data were derived.
 CG0803
 CG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA523006(NAD 83)
 CG0803_MARKER: DB = BENCH MARK DISK
 CG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0803_STAMPING: E 302 1951
 CG0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0803+STABILITY: SURFACE MOTION
 CG0803
 CG0803  HISTORY     - Date     Condition        Report By
 CG0803  HISTORY     - 1951     MONUMENTED       CGS
 CG0803  HISTORY     - 1975     GOOD             USGS
 CG0803  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0803
 CG0803                          STATION DESCRIPTION
 CG0803
 CG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0803'11.2 MI N FROM SASABE.
 CG0803'11.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0803'HOUSE AT SASABE, 0.5 MILE SOUTH OF A T JUNCTION OF THE MAIN ROAD AND A
 CG0803'ROAD LEADING EAST TO ARIVACA, 0.1 MILE (1 1/2 POLES) NORTH OF WHERE A
 CG0803'POWER LINE MAKES A T JUNCTION FOR THE POWER LINE LEADING WEST, 188
 CG0803'FEET NORTHEAST OF A POWER LINE POLE, 63 1/2 FEET WEST OF THE CENTER
 CG0803'LINE OF THE ROAD, 2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL
 CG0803'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CG0803'FOOT ABOVE THE GROUND.
 CG0803
 CG0803                          STATION RECOVERY (1975)
 CG0803
 CG0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0803'SASABE, 11.25 MI N. OF ALONG STATE ROUTE 286 FROM POST OFFICE. 152 FT
 CG0803'S. OF T-RD. W., 63 FT W. OF CENTERLINE OF RD. SET IN TOP OF CONCRETE
 CG0803'POST (2 FT HIGHER THAN RD.). STANDARD DISK STAMPED E 302 1951.
 CG0803
 CG0803                          STATION RECOVERY (2001)
 CG0803
 CG0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0687 ***********************************************************************
 CZ0687  DESIGNATION -  E 303
 CZ0687  PID         -  CZ0687
 CZ0687  STATE/COUNTY-  AZ/PIMA
 CZ0687  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0687
 CZ0687                         *CURRENT SURVEY CONTROL
 CZ0687  ___________________________________________________________________
 CZ0687* NAD 83(1986)-  32 19 56.     (N)    111 30 17.     (W)     SCALED    
 CZ0687* NAVD 88     -       740.07   (+/-2cm)    2428.0    (feet)  VERTCON   
 CZ0687  ___________________________________________________________________
 CZ0687  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0687
 CZ0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0687
 CZ0687.The horizontal coordinates were scaled from a topographic map and have
 CZ0687.an estimated accuracy of +/- 6 seconds.
 CZ0687
 CZ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0687.The vertical order pertains to the NGVD 29 superseded value.
 CZ0687
 CZ0687.The geoid height was determined by GEOID03.
 CZ0687
 CZ0687;                    North         East    Units  Estimated Accuracy
 CZ0687;SPC AZ C     -   147,780.      252,140.      MT  (+/- 180 meters Scaled)
 CZ0687
 CZ0687                          SUPERSEDED SURVEY CONTROL
 CZ0687
 CZ0687  NGVD 29 (??/??/92)  739.466  (m)         2426.06   (f) ADJ UNCH    2 0
 CZ0687
 CZ0687.Superseded values are not recommended for survey control.
 CZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0687.See file dsdata.txt to determine how the superseded data were derived.
 CZ0687
 CZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA524773(NAD 83)
 CZ0687_MARKER: DB = BENCH MARK DISK
 CZ0687_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0687_SP_SET: OUTCROP
 CZ0687_STAMPING: E 303 1951
 CZ0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0687+STABILITY: POSITION/ELEVATION WELL
 CZ0687
 CZ0687  HISTORY     - Date     Condition        Report By
 CZ0687  HISTORY     - 1951     MONUMENTED       CGS
 CZ0687
 CZ0687                          STATION DESCRIPTION
 CZ0687
 CZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0687'9.8 MI SE FROM SILVER BELL.
 CZ0687'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0687'THENCE 9.7 MILES SOUTHEAST ALONG A DIM TRACK ROAD, 0.4 MILE NORTHWEST
 CZ0687'OF THE OLD ROMERO RANCH RUINS, AT A SADDLE BETWEEN TWO ROCK COVERED
 CZ0687'HILLS, AT THE SUMMIT OF A GRADE, AT THE NORTHWEST END OF THE NORTHEAST
 CZ0687'HILL, IN THE TOP OF AN OUTCROP, 157 FEET NORTHEAST OF THE CENTER LINE
 CZ0687'OF AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1316 ***********************************************************************
 CZ1316  DESIGNATION -  E 304
 CZ1316  PID         -  CZ1316
 CZ1316  STATE/COUNTY-  AZ/PINAL
 CZ1316  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1316
 CZ1316                         *CURRENT SURVEY CONTROL
 CZ1316  ___________________________________________________________________
 CZ1316* NAD 83(1986)-  32 36 58.     (N)    111 40 17.     (W)     SCALED    
 CZ1316* NAVD 88     -       483.61   (+/-2cm)    1586.6    (feet)  VERTCON   
 CZ1316  ___________________________________________________________________
 CZ1316  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1316
 CZ1316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1316
 CZ1316.The horizontal coordinates were scaled from a topographic map and have
 CZ1316.an estimated accuracy of +/- 6 seconds.
 CZ1316
 CZ1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1316.The vertical order pertains to the NGVD 29 superseded value.
 CZ1316
 CZ1316.The geoid height was determined by GEOID03.
 CZ1316
 CZ1316;                    North         East    Units  Estimated Accuracy
 CZ1316;SPC AZ C     -   179,210.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1316
 CZ1316                          SUPERSEDED SURVEY CONTROL
 CZ1316
 CZ1316  NGVD 29 (??/??/92)  483.058  (m)         1584.83   (f) ADJ UNCH    2 0
 CZ1316
 CZ1316.Superseded values are not recommended for survey control.
 CZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1316.See file dsdata.txt to determine how the superseded data were derived.
 CZ1316
 CZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB370089(NAD 83)
 CZ1316_MARKER: DB = BENCH MARK DISK
 CZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1316_STAMPING: E 304 1951
 CZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1316+STABILITY: SURFACE MOTION
 CZ1316
 CZ1316  HISTORY     - Date     Condition        Report By
 CZ1316  HISTORY     - 1951     MONUMENTED       CGS
 CZ1316  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1316
 CZ1316                          STATION DESCRIPTION
 CZ1316
 CZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1316'15.2 MI S FROM TOLTEC.
 CZ1316'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1316'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG TOLTEC
 CZ1316'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 2 MILES SOUTH
 CZ1316'ALONG A GRADED ROAD AT A T JUNCTION WITH A GRADED ROAD LEADING EAST,
 CZ1316'42 FEET SOUTH OF THE CENTER LINE OF A GRADED ROAD LEADING EAST, 30
 CZ1316'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 19.4 FEET NORTHEAST OF
 CZ1316'A 24 INCH CORRUGATED METAL PIPE CULVERT UNDER THE MAIN ROAD, 2.5 FEET
 CZ1316'SOUTH OF A POWER LINE POLE, 2.2 FEET NORTH OF THE WITNESS POST, AND
 CZ1316'ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.4
 CZ1316'FOOT.
 CZ1316
 CZ1316                          STATION RECOVERY (1977)
 CZ1316
 CZ1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0472 ***********************************************************************
 CG0472  DESIGNATION -  E 305
 CG0472  PID         -  CG0472
 CG0472  STATE/COUNTY-  AZ/PIMA
 CG0472  USGS QUAD   -  PENITAS HILLS (1979)
 CG0472
 CG0472                         *CURRENT SURVEY CONTROL
 CG0472  ___________________________________________________________________
 CG0472* NAD 83(1986)-  31 48 37.     (N)    111 18 22.     (W)     SCALED    
 CG0472* NAVD 88     -      1065.57   (+/-2cm)    3496.0    (feet)  VERTCON   
 CG0472  ___________________________________________________________________
 CG0472  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CG0472
 CG0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0472
 CG0472.The horizontal coordinates were scaled from a topographic map and have
 CG0472.an estimated accuracy of +/- 6 seconds.
 CG0472
 CG0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0472.The vertical order pertains to the NGVD 29 superseded value.
 CG0472
 CG0472.The geoid height was determined by GEOID03.
 CG0472
 CG0472;                    North         East    Units  Estimated Accuracy
 CG0472;SPC AZ C     -    89,990.      271,170.      MT  (+/- 180 meters Scaled)
 CG0472
 CG0472                          SUPERSEDED SURVEY CONTROL
 CG0472
 CG0472  NGVD 29 (??/??/92) 1064.796  (m)         3493.42   (f) ADJ UNCH    2 0
 CG0472
 CG0472.Superseded values are not recommended for survey control.
 CG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0472.See file dsdata.txt to determine how the superseded data were derived.
 CG0472
 CG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA710194(NAD 83)
 CG0472_MARKER: DB = BENCH MARK DISK
 CG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0472_STAMPING: E 305 1951
 CG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0472+STABILITY: SURFACE MOTION
 CG0472
 CG0472  HISTORY     - Date     Condition        Report By
 CG0472  HISTORY     - 1951     MONUMENTED       CGS
 CG0472  HISTORY     - 1977     GOOD             USGS
 CG0472
 CG0472                          STATION DESCRIPTION
 CG0472
 CG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0472'23.8 MI SE FROM THREE POINTS.
 CG0472'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0472'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD, THENCE
 CG0472'6.4 MILES EAST ALONG A TRACK ROAD, 0.1 MILE SOUTHEAST OF AN OLD DIRT
 CG0472'WATER TANK, 166 FEET SOUTHEAST OF THE CENTER OF A ROCKEY WASH CROSSING
 CG0472'THE ROAD, 57 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 CG0472'WEST OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CG0472'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0472
 CG0472                          STATION RECOVERY (1977)
 CG0472
 CG0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0472'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0662 ***********************************************************************
 CG0662  DESIGNATION -  E 306
 CG0662  PID         -  CG0662
 CG0662  STATE/COUNTY-  AZ/PIMA
 CG0662  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0662
 CG0662                         *CURRENT SURVEY CONTROL
 CG0662  ___________________________________________________________________
 CG0662* NAD 83(1986)-  31 51 16.     (N)    111 39 30.     (W)     SCALED    
 CG0662* NAVD 88     -      1022.80   (+/-2cm)    3355.6    (feet)  VERTCON   
 CG0662  ___________________________________________________________________
 CG0662  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0662
 CG0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0662
 CG0662.The horizontal coordinates were scaled from a topographic map and have
 CG0662.an estimated accuracy of +/- 6 seconds.
 CG0662
 CG0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0662.The vertical order pertains to the NGVD 29 superseded value.
 CG0662
 CG0662.The geoid height was determined by GEOID03.
 CG0662
 CG0662;                    North         East    Units  Estimated Accuracy
 CG0662;SPC AZ C     -    94,760.      237,810.      MT  (+/- 180 meters Scaled)
 CG0662
 CG0662                          SUPERSEDED SURVEY CONTROL
 CG0662
 CG0662  NGVD 29 (??/??/92) 1022.032  (m)         3353.12   (f) ADJ UNCH    2 0
 CG0662
 CG0662.Superseded values are not recommended for survey control.
 CG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0662.See file dsdata.txt to determine how the superseded data were derived.
 CG0662
 CG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA377244(NAD 83)
 CG0662_MARKER: DB = BENCH MARK DISK
 CG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0662_STAMPING: E 306 1952
 CG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0662+STABILITY: SURFACE MOTION
 CG0662
 CG0662  HISTORY     - Date     Condition        Report By
 CG0662  HISTORY     - 1952     MONUMENTED       CGS
 CG0662
 CG0662                          STATION DESCRIPTION
 CG0662
 CG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0662'13.8 MI NE FROM TOPAWA.
 CG0662'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0662'TOPAWA, THENCE 4.9 MILES NORTH ALONG BABOQUIVARI FOOT HILLS ROAD, 2.
 CG0662'MILES NORTH OF THE Y JUNCTION OF A FRESNAL CANYON ROAD LEADING EAST,
 CG0662'93.8 FEET SOUTHEAST ACROSS THE ROAD FROM A USGS COPPER NAIL AND WASHER
 CG0662'3356.2, 25 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST
 CG0662'OF A FENCE LINE, 2.2 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL
 CG0662'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CG0662'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0790 ***********************************************************************
 CG0790  DESIGNATION -  E 307
 CG0790  PID         -  CG0790
 CG0790  STATE/COUNTY-  AZ/PIMA
 CG0790  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0790
 CG0790                         *CURRENT SURVEY CONTROL
 CG0790  ___________________________________________________________________
 CG0790* NAD 83(1986)-  31 48 58.     (N)    111 33 24.     (W)     SCALED    
 CG0790* NAVD 88     -      1179.46   (+/-2cm)    3869.6    (feet)  VERTCON   
 CG0790  ___________________________________________________________________
 CG0790  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0790
 CG0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0790
 CG0790.The horizontal coordinates were scaled from a topographic map and have
 CG0790.an estimated accuracy of +/- 6 seconds.
 CG0790
 CG0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0790.The vertical order pertains to the NGVD 29 superseded value.
 CG0790
 CG0790.The geoid height was determined by GEOID03.
 CG0790
 CG0790;                    North         East    Units  Estimated Accuracy
 CG0790;SPC AZ C     -    90,540.      247,440.      MT  (+/- 180 meters Scaled)
 CG0790
 CG0790                          SUPERSEDED SURVEY CONTROL
 CG0790
 CG0790  NGVD 29 (??/??/92) 1178.632  (m)         3866.90   (f) ADJ UNCH    2 0
 CG0790
 CG0790.Superseded values are not recommended for survey control.
 CG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0790.See file dsdata.txt to determine how the superseded data were derived.
 CG0790
 CG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA473201(NAD 83)
 CG0790_MARKER: DB = BENCH MARK DISK
 CG0790_SETTING: 80 = SET IN A BOULDER
 CG0790_SP_SET: BOULDER
 CG0790_STAMPING: E 307 1952
 CG0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0790+STABILITY: SURFACE MOTION
 CG0790
 CG0790  HISTORY     - Date     Condition        Report By
 CG0790  HISTORY     - 1952     MONUMENTED       CGS
 CG0790  HISTORY     - 1977     GOOD             USGS
 CG0790
 CG0790                          STATION DESCRIPTION
 CG0790
 CG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0790'28.95 MI SW FROM THREE POINTS.
 CG0790'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL HOUSE AT THREE
 CG0790'POINTS, THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 7.75 MILES
 CG0790'WEST ALONG THE ELKHORN RANCH ROAD, THENCE 0.6 MILE WEST ALONG THE
 CG0790'FRESNAL TRAIL, ABOUT 80 FEET WEST OF THE JUNCTION OF WASHES LEADING
 CG0790'EAST AND WEST AND NORTHWEST, AND SET IN THE TOP OF A LARGE GRANITE
 CG0790'BOULDER, 80 FEET NORTH OF THE CENTER OF THE MAIN WASH, 37 FEET WEST OF
 CG0790'THE CENTER OF THE WASH LEADING NORTHWEST, 36 FEET SOUTH OF THE CENTER
 CG0790'OF THE TRAIL, 11.4 FEET SOUTH EAST OF (USGS) CHISELED SQUARE 3867.4,
 CG0790'AND ABOUT 1 1/2 FEET HIGHER THAN THE TRAIL.
 CG0790
 CG0790                          STATION RECOVERY (1977)
 CG0790
 CG0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0790'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0090 ***********************************************************************
 CH0090  DESIGNATION -  E 308
 CH0090  PID         -  CH0090
 CH0090  STATE/COUNTY-  AZ/PIMA
 CH0090  USGS QUAD   -  LUKEVILLE (1988)
 CH0090
 CH0090                         *CURRENT SURVEY CONTROL
 CH0090  ___________________________________________________________________
 CH0090* NAD 83(1986)-  31 53 24.     (N)    112 50 01.     (W)     SCALED    
 CH0090* NAVD 88     -       437.60   (+/-2cm)    1435.7    (feet)  VERTCON   
 CH0090  ___________________________________________________________________
 CH0090  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 CH0090
 CH0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0090
 CH0090.The horizontal coordinates were scaled from a topographic map and have
 CH0090.an estimated accuracy of +/- 6 seconds.
 CH0090
 CH0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0090.The vertical order pertains to the NGVD 29 superseded value.
 CH0090
 CH0090.The geoid height was determined by GEOID03.
 CH0090
 CH0090;                    North         East    Units  Estimated Accuracy
 CH0090;SPC AZ C     -    99,040.      126,620.      MT  (+/- 180 meters Scaled)
 CH0090
 CH0090                          SUPERSEDED SURVEY CONTROL
 CH0090
 CH0090  NGVD 29 (??/??/92)  436.856  (m)         1433.25   (f) ADJ UNCH    2 0
 CH0090
 CH0090.Superseded values are not recommended for survey control.
 CH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0090.See file dsdata.txt to determine how the superseded data were derived.
 CH0090
 CH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA265297(NAD 83)
 CH0090_MARKER: DB = BENCH MARK DISK
 CH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0090_STAMPING: E 308 1952
 CH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0090+STABILITY: SURFACE MOTION
 CH0090
 CH0090  HISTORY     - Date     Condition        Report By
 CH0090  HISTORY     - 1952     MONUMENTED       CGS
 CH0090
 CH0090                          STATION DESCRIPTION
 CH0090
 CH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0090'2.35 MI NW FROM LUKEVILLE.
 CH0090'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0090'LUKEVILLE TO JUNCTION, THENCE 1.4 MILES WEST ALONG A GRAVEL ROAD
 CH0090'LEADING TO QUITOVOQUITO, AT A Y JUNCTION OF MAIN ROAD AND A ROAD TO
 CH0090'RANCH TO WEST, 278 1/2 FEET NORTHWEST OF THE CENTER OF Y JUNCTION, 36
 CH0090'FEET SOUTHWEST OF THE MAIN ROAD CENTERLINE, 38 FEET EAST OF THE SOUTH
 CH0090'TRACK ROAD CENTERLINE, 2.3 FEET NORTH OF THE WITNESS POST, IN A
 CH0090'CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0416 ***********************************************************************
 DA0416  DESIGNATION -  E 309
 DA0416  PID         -  DA0416
 DA0416  STATE/COUNTY-  AZ/PIMA
 DA0416  USGS QUAD   -  ARMENTA WELL (1990)
 DA0416
 DA0416                         *CURRENT SURVEY CONTROL
 DA0416  ___________________________________________________________________
 DA0416* NAD 83(1986)-  32 08 41.     (N)    112 46 49.     (W)     SCALED    
 DA0416* NAVD 88     -       539.310  (meters)    1769.39   (feet)  ADJUSTED  
 DA0416  ___________________________________________________________________
 DA0416  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0416  DYNAMIC HT  -         538.606 (meters)    1767.08  (feet)  COMP
 DA0416  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 DA0416
 DA0416  VERT ORDER  -  FIRST     CLASS II
 DA0416
 DA0416.The horizontal coordinates were scaled from a topographic map and have
 DA0416.an estimated accuracy of +/- 6 seconds.
 DA0416
 DA0416.The orthometric height was determined by differential leveling
 DA0416.and adjusted by the National Geodetic Survey in June 1991..
 DA0416
 DA0416.The geoid height was determined by GEOID03.
 DA0416
 DA0416.The dynamic height is computed by dividing the NAVD 88
 DA0416.geopotential number by the normal gravity value computed on the
 DA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0416.degrees latitude (g = 980.6199 gals.).
 DA0416
 DA0416.The modeled gravity was interpolated from observed gravity values.
 DA0416
 DA0416;                    North         East    Units  Estimated Accuracy
 DA0416;SPC AZ C     -   127,240.      131,890.      MT  (+/- 180 meters Scaled)
 DA0416
 DA0416                          SUPERSEDED SURVEY CONTROL
 DA0416
 DA0416  NGVD 29 (??/??/92)  538.581  (m)         1766.99   (f) ADJ UNCH    1 2
 DA0416
 DA0416.Superseded values are not recommended for survey control.
 DA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0416.See file dsdata.txt to determine how the superseded data were derived.
 DA0416
 DA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA320578(NAD 83)
 DA0416_MARKER: DB = BENCH MARK DISK
 DA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0416_STAMPING: E 309 1952
 DA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0416+STABILITY: SURFACE MOTION
 DA0416
 DA0416  HISTORY     - Date     Condition        Report By
 DA0416  HISTORY     - 1952     MONUMENTED       CGS
 DA0416  HISTORY     - 1981     GOOD             NGS
 DA0416
 DA0416                          STATION DESCRIPTION
 DA0416
 DA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0416'21.0 MI SE FROM AJO.
 DA0416'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0416'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0416'ALONG HIGHWAY 86 TO Y JUNCTION, THENCE 9 15 MILES SOUTH ALONG THE
 DA0416'SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 0.9 MILE WEST ALONG TRACK
 DA0416'ROAD, 0.9 MILE WEST OF THE INTERSECTION OF SONOYTA-AJO HIGHWAY, 31
 DA0416'FEET SOUTH OF THE CENTERLINE OF TRACK ROAD, 1.9 FEET NORTH OF THE
 DA0416'WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL
 DA0416'WITH THE ROAD.
 DA0416
 DA0416                          STATION RECOVERY (1981)
 DA0416
 DA0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0094 ***********************************************************************
 ET0094  DESIGNATION -  E 31
 ET0094  PID         -  ET0094
 ET0094  STATE/COUNTY-  AZ/YAVAPAI
 ET0094  USGS QUAD   -  COTTONWOOD (1973)
 ET0094
 ET0094                         *CURRENT SURVEY CONTROL
 ET0094  ___________________________________________________________________
 ET0094* NAD 83(1986)-  34 44 58.     (N)    112 01 38.     (W)     SCALED    
 ET0094* NAVD 88     -      1012.111  (meters)    3320.57   (feet)  ADJUSTED  
 ET0094  ___________________________________________________________________
 ET0094  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 ET0094  DYNAMIC HT  -        1010.839 (meters)    3316.39  (feet)  COMP
 ET0094  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 ET0094
 ET0094  VERT ORDER  -  FIRST     CLASS II
 ET0094
 ET0094.The horizontal coordinates were scaled from a topographic map and have
 ET0094.an estimated accuracy of +/- 6 seconds.
 ET0094
 ET0094.The orthometric height was determined by differential leveling
 ET0094.and adjusted by the National Geodetic Survey in June 1991..
 ET0094
 ET0094.The geoid height was determined by GEOID03.
 ET0094
 ET0094.The dynamic height is computed by dividing the NAVD 88
 ET0094.geopotential number by the normal gravity value computed on the
 ET0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0094.degrees latitude (g = 980.6199 gals.).
 ET0094
 ET0094.The modeled gravity was interpolated from observed gravity values.
 ET0094
 ET0094;                    North         East    Units  Estimated Accuracy
 ET0094;SPC AZ C     -   415,790.      203,240.      MT  (+/- 180 meters Scaled)
 ET0094
 ET0094                          SUPERSEDED SURVEY CONTROL
 ET0094
 ET0094.No superseded survey control is available for this station.
 ET0094
 ET0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD059457(NAD 83)
 ET0094_MARKER: DB = BENCH MARK DISK
 ET0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0094_STAMPING: 3318.130 E 31 1933
 ET0094_MARK LOGO: CGS   
 ET0094_PROJECTION: FLUSH
 ET0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0094+STABILITY: SURFACE MOTION
 ET0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0094+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0094
 ET0094  HISTORY     - Date     Condition        Report By
 ET0094  HISTORY     - 1933     MONUMENTED       CGS
 ET0094  HISTORY     - 1982     GOOD             NGS
 ET0094  HISTORY     - 20010513 GOOD             NGS
 ET0094  HISTORY     - 20031130 GOOD             NGS
 ET0094  HISTORY     - 20050508 GOOD             USPSQD
 ET0094
 ET0094                          STATION DESCRIPTION
 ET0094
 ET0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0094'IN COTTONWOOD.
 ET0094'YAVAPAI COUNTY JAIL, CONCRETE POST, WEST SIDE OF SOUTH ENTRANCE, 40
 ET0094'FEET EAST OF PAVED HIGHWAY, NORTH END OF MAIN STREET.
 ET0094
 ET0094                          STATION RECOVERY (1982)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0094'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ET0094'4.7 KM (2.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 ET0094'OF STATE HIGHWAY 279 IN COTTONWOOD, AT THE WEST SIDE OF THE SOUTH
 ET0094'ENTRANCE OF A SMALL ROCK BUILDING, 16.0 METERS (53 FT) EAST OF THE
 ET0094'HIGHWAY CENTERLINE, 2.1 METERS (7 FT) WEST OF THE CENTER OF THE SOUTH
 ET0094'ENTRANCE, 0.8 METER (2.5 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING,
 ET0094'4.7 METERS (15.5 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 ET0094'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ET0094
 ET0094                          STATION RECOVERY (2001)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0094'AZ 279 IS NOW AZ 89A.  US 89A INSIDE COTTONWOOD IS NOW HISTORIC US 89A
 ET0094'= NORTH MAIN STREET.  OLD TOWN JAIL BLDG. IS NOW USED BY OLD TOWN
 ET0094'ASSOCIATION.
 ET0094
 ET0094                          STATION RECOVERY (2003)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0094'RECOVERED IN GOOD CONDITION.
 ET0094
 ET0094                          STATION RECOVERY (2005)
 ET0094
 ET0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0019 ***********************************************************************
 GP0019  DESIGNATION -  E 31
 GP0019  PID         -  GP0019
 GP0019  STATE/COUNTY-  AZ/NAVAJO
 GP0019  USGS QUAD   -  KAYENTA WEST (1968)
 GP0019
 GP0019                         *CURRENT SURVEY CONTROL
 GP0019  ___________________________________________________________________
 GP0019* NAD 83(1986)-  36 43 34.     (N)    110 15 17.     (W)     SCALED    
 GP0019* NAVD 88     -      1727.680  (meters)    5668.23   (feet)  ADJUSTED  
 GP0019  ___________________________________________________________________
 GP0019  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0019  DYNAMIC HT  -        1725.600 (meters)    5661.41  (feet)  COMP
 GP0019  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 GP0019
 GP0019  VERT ORDER  -  FIRST     CLASS II
 GP0019
 GP0019.The horizontal coordinates were scaled from a topographic map and have
 GP0019.an estimated accuracy of +/- 6 seconds.
 GP0019
 GP0019.The orthometric height was determined by differential leveling
 GP0019.and adjusted by the National Geodetic Survey in June 1991..
 GP0019
 GP0019.The geoid height was determined by GEOID03.
 GP0019
 GP0019.The dynamic height is computed by dividing the NAVD 88
 GP0019.geopotential number by the normal gravity value computed on the
 GP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0019.degrees latitude (g = 980.6199 gals.).
 GP0019
 GP0019.The modeled gravity was interpolated from observed gravity values.
 GP0019
 GP0019;                    North         East    Units  Estimated Accuracy
 GP0019;SPC AZ E     -   635,080.      205,500.      MT  (+/- 180 meters Scaled)
 GP0019
 GP0019                          SUPERSEDED SURVEY CONTROL
 GP0019
 GP0019  NGVD 29 (??/??/92) 1726.780  (m)         5665.28   (f) ADJ UNCH    1 2
 GP0019
 GP0019.Superseded values are not recommended for survey control.
 GP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0019.See file dsdata.txt to determine how the superseded data were derived.
 GP0019
 GP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF665647(NAD 83)
 GP0019_MARKER: DB = BENCH MARK DISK
 GP0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0019_SP_SET: FOUNDATION
 GP0019_STAMPING: 5665.277 E 31 1933
 GP0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0019
 GP0019  HISTORY     - Date     Condition        Report By
 GP0019  HISTORY     - 1933     MONUMENTED       CGS
 GP0019  HISTORY     - 1934     GOOD             NGS
 GP0019  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0019
 GP0019                          STATION DESCRIPTION
 GP0019
 GP0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0019'IN KAYENTA.
 GP0019'AT KAYENTA, NAVAJO COUNTY, AT THE POST OFFICE AND TRADING POST, AT A
 GP0019'CONCRETE FOUNDATION FOR A GAS PUMP, AND IN THE TOP OF THE NORTHEAST
 GP0019'CORNER.  A STANDARD DISK, STAMPED 5665.277 E 31 1933.
 GP0019
 GP0019                          STATION RECOVERY (1983)
 GP0019
 GP0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1271 ***********************************************************************
 CZ1271  DESIGNATION -  E 310
 CZ1271  PID         -  CZ1271
 CZ1271  STATE/COUNTY-  AZ/PINAL
 CZ1271  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1271
 CZ1271                         *CURRENT SURVEY CONTROL
 CZ1271  ___________________________________________________________________
 CZ1271* NAD 83(1986)-  32 30 24.     (N)    111 47 31.     (W)     SCALED    
 CZ1271* NAVD 88     -       501.81   (+/-2cm)    1646.4    (feet)  VERTCON   
 CZ1271  ___________________________________________________________________
 CZ1271  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1271
 CZ1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1271
 CZ1271.The horizontal coordinates were scaled from a topographic map and have
 CZ1271.an estimated accuracy of +/- 6 seconds.
 CZ1271
 CZ1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1271.The vertical order pertains to the NGVD 29 superseded value.
 CZ1271
 CZ1271.The geoid height was determined by GEOID03.
 CZ1271
 CZ1271;                    North         East    Units  Estimated Accuracy
 CZ1271;SPC AZ C     -   167,050.      225,080.      MT  (+/- 180 meters Scaled)
 CZ1271
 CZ1271                          SUPERSEDED SURVEY CONTROL
 CZ1271
 CZ1271  NGVD 29 (??/??/92)  501.252  (m)         1644.52   (f) ADJ UNCH    2 0
 CZ1271
 CZ1271.Superseded values are not recommended for survey control.
 CZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1271.See file dsdata.txt to determine how the superseded data were derived.
 CZ1271
 CZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA256968(NAD 83)
 CZ1271_MARKER: DB = BENCH MARK DISK
 CZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1271_STAMPING: E 310 1952
 CZ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1271+STABILITY: SURFACE MOTION
 CZ1271
 CZ1271  HISTORY     - Date     Condition        Report By
 CZ1271  HISTORY     - 1952     MONUMENTED       CGS
 CZ1271
 CZ1271                          STATION DESCRIPTION
 CZ1271
 CZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1271'10.3 MI SE FROM JACKRABBIT.
 CZ1271'SAME DESCRIPTION TO REACH AS GENERAL LAND OFFICE SECTION CORNER S 1
 CZ1271'R6E, 12 1/2 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD, 7.0
 CZ1271'FEET NORTH OF THE NORTH GATE POST, 3.1 FEET SOUTHWEST OF THE GENERAL
 CZ1271'LAND OFFICE SECTION CORNER, 2.1 FEET SOUTH OF A WITNESS POST, 1.9 FEET
 CZ1271'WEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1271'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0931 ***********************************************************************
 CZ0931  DESIGNATION -  E 311
 CZ0931  PID         -  CZ0931
 CZ0931  STATE/COUNTY-  AZ/PIMA
 CZ0931  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0931
 CZ0931                         *CURRENT SURVEY CONTROL
 CZ0931  ___________________________________________________________________
 CZ0931* NAD 83(1986)-  32 18 16.     (N)    111 52 32.     (W)     SCALED    
 CZ0931* NAVD 88     -       570.14   (+/-2cm)    1870.5    (feet)  VERTCON   
 CZ0931  ___________________________________________________________________
 CZ0931  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ0931
 CZ0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0931
 CZ0931.The horizontal coordinates were scaled from a topographic map and have
 CZ0931.an estimated accuracy of +/- 6 seconds.
 CZ0931
 CZ0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0931.The vertical order pertains to the NGVD 29 superseded value.
 CZ0931
 CZ0931.The geoid height was determined by GEOID03.
 CZ0931
 CZ0931;                    North         East    Units  Estimated Accuracy
 CZ0931;SPC AZ C     -   144,620.      217,230.      MT  (+/- 180 meters Scaled)
 CZ0931
 CZ0931                          SUPERSEDED SURVEY CONTROL
 CZ0931
 CZ0931  NGVD 29 (??/??/92)  569.530  (m)         1868.53   (f) ADJ UNCH    2 0
 CZ0931
 CZ0931.Superseded values are not recommended for survey control.
 CZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0931.See file dsdata.txt to determine how the superseded data were derived.
 CZ0931
 CZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA175745(NAD 83)
 CZ0931_MARKER: DB = BENCH MARK DISK
 CZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0931_STAMPING: E 311 1952
 CZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0931+STABILITY: SURFACE MOTION
 CZ0931
 CZ0931  HISTORY     - Date     Condition        Report By
 CZ0931  HISTORY     - 1952     MONUMENTED       CGS
 CZ0931
 CZ0931                          STATION DESCRIPTION
 CZ0931
 CZ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0931'9.80 MI E FROM SANTA ROSA.
 CZ0931'9.80 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROASA,
 CZ0931'ABOUT 1 MILE DUE SOUTH OF THE SOUTHEAST END OF A HUGE MOUNTAIN, 0.3
 CZ0931'MILE EAST OF THE EAST END OF A LOOP FORMED BY THE MAIN ROAD AND A
 CZ0931'TRACK ROAD LEADING WEST, 0.3 MILE WEST OF SERVEL ABANDONED ADOBE HUTS,
 CZ0931'AT A LARGE WOODEN GATE WHICH THE ROAD PASSES THRU, 19 FEET NORTH OF
 CZ0931'THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 11.7 FEET NORTH OF
 CZ0931'THE NORTH GATE POST, 1.9 FEET SOUTH OF A WITNESS POST, 1.6 FEET EAST
 CZ0931'OF A FENCE, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0295 ***********************************************************************
 ET0295  DESIGNATION -  E 312
 ET0295  PID         -  ET0295
 ET0295  STATE/COUNTY-  AZ/YAVAPAI
 ET0295  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0295
 ET0295                         *CURRENT SURVEY CONTROL
 ET0295  ___________________________________________________________________
 ET0295* NAD 83(1986)-  34 15 42.     (N)    112 03 29.     (W)     SCALED    
 ET0295* NAVD 88     -       997.53   (+/-2cm)    3272.7    (feet)  VERTCON   
 ET0295  ___________________________________________________________________
 ET0295  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 ET0295
 ET0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0295
 ET0295.The horizontal coordinates were scaled from a topographic map and have
 ET0295.an estimated accuracy of +/- 6 seconds.
 ET0295
 ET0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0295.The vertical order pertains to the NGVD 29 superseded value.
 ET0295
 ET0295.The geoid height was determined by GEOID03.
 ET0295
 ET0295;                    North         East    Units  Estimated Accuracy
 ET0295;SPC AZ C     -   361,690.      200,340.      MT  (+/- 180 meters Scaled)
 ET0295
 ET0295                          SUPERSEDED SURVEY CONTROL
 ET0295
 ET0295  NGVD 29 (??/??/92)  996.872  (m)         3270.57   (f) ADJ UNCH    2 0
 ET0295
 ET0295.Superseded values are not recommended for survey control.
 ET0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0295.See file dsdata.txt to determine how the superseded data were derived.
 ET0295
 ET0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC025916(NAD 83)
 ET0295_MARKER: DB = BENCH MARK DISK
 ET0295_SETTING: 66 = SET IN ROCK OUTCROP
 ET0295_SP_SET: GRANITE OUTCROP
 ET0295_STAMPING: E 312 1952
 ET0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0295+STABILITY: POSITION/ELEVATION WELL
 ET0295
 ET0295  HISTORY     - Date     Condition        Report By
 ET0295  HISTORY     - 1952     MONUMENTED       CGS
 ET0295
 ET0295                          STATION DESCRIPTION
 ET0295
 ET0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0295'8.7 MI SE FROM CORDES.
 ET0295'8.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0295'CORDES, ON THE EAST BANK OF THE AGUA FRIA CREEK, AT THE NORTH BASE OF
 ET0295'A SMALL ROCK COVERED HILL, IN TOP OF THE CENTER OF A 3-FOOT BY 5-FOOT
 ET0295'GRANITE OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND, 130 FEET SOUTH
 ET0295'OF THE CENTER LINE OF AND ABOUT 8 FEET HIGHER THAN THE ROAD, 78.8 FEET
 ET0295'EAST OF THE SOUTHEAST LEG OF THE WINDMILL FOR THE HORSESHOE RANCH, 1.5
 ET0295'FEET SOUTH OF THE NORTH POINT OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0005 ***********************************************************************
 CG0005  DESIGNATION -  E 313
 CG0005  PID         -  CG0005
 CG0005  STATE/COUNTY-  AZ/COCHISE
 CG0005  USGS QUAD   -  MESCAL (1983)
 CG0005
 CG0005                         *CURRENT SURVEY CONTROL
 CG0005  ___________________________________________________________________
 CG0005* NAD 83(1986)-  31 59 14.     (N)    110 26 54.     (W)     SCALED    
 CG0005* NAVD 88     -      1226.79   (+/-2cm)    4024.9    (feet)  VERTCON   
 CG0005  ___________________________________________________________________
 CG0005  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0005
 CG0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0005
 CG0005.The horizontal coordinates were scaled from a topographic map and have
 CG0005.an estimated accuracy of +/- 6 seconds.
 CG0005
 CG0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0005.The vertical order pertains to the NGVD 29 superseded value.
 CG0005
 CG0005.The geoid height was determined by GEOID03.
 CG0005
 CG0005;                    North         East    Units  Estimated Accuracy
 CG0005;SPC AZ E     -   109,490.      186,740.      MT  (+/- 180 meters Scaled)
 CG0005
 CG0005                          SUPERSEDED SURVEY CONTROL
 CG0005
 CG0005  NGVD 29 (??/??/92) 1225.973  (m)         4022.21   (f) ADJ UNCH    1 2
 CG0005
 CG0005.Superseded values are not recommended for survey control.
 CG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0005.See file dsdata.txt to determine how the superseded data were derived.
 CG0005
 CG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA521391(NAD 83)
 CG0005_MARKER: DB = BENCH MARK DISK
 CG0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0005_SP_SET: ABUTMENT
 CG0005_STAMPING: E 313 1952
 CG0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0005
 CG0005  HISTORY     - Date     Condition        Report By
 CG0005  HISTORY     - 1952     MONUMENTED       CGS
 CG0005  HISTORY     - 1960     GOOD             NGS
 CG0005
 CG0005                          STATION DESCRIPTION
 CG0005
 CG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0005'0.8 MI W FROM MESCAL.
 CG0005'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0005'MESCAL, 0.2 MILE WEST OF MILEPOLE 1023, ABOUT 100 YARDS WEST OF THE
 CG0005'YARD LIMIT SIGN, AT BRIDGE 1022.79, SET IN TOP OF THE WEST CONCRETE
 CG0005'ABUTMENT, 6.3 FEET NORTH OF THE NORTH RAIL, 0.6 FEET SOUTH OF THE
 CG0005'NORTH EDGE OF THE ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 CG0005
 CG0005                          STATION RECOVERY (1960)
 CG0005
 CG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0275 ***********************************************************************
 ET0275  DESIGNATION -  E 314
 ET0275  PID         -  ET0275
 ET0275  STATE/COUNTY-  AZ/YAVAPAI
 ET0275  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0275
 ET0275                         *CURRENT SURVEY CONTROL
 ET0275  ___________________________________________________________________
 ET0275* NAD 83(1986)-  34 06 07.     (N)    112 04 37.     (W)     SCALED    
 ET0275* NAVD 88     -      1031.43   (+/-2cm)    3383.9    (feet)  VERTCON   
 ET0275  ___________________________________________________________________
 ET0275  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 ET0275
 ET0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0275
 ET0275.The horizontal coordinates were scaled from a topographic map and have
 ET0275.an estimated accuracy of +/- 6 seconds.
 ET0275
 ET0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0275.The vertical order pertains to the NGVD 29 superseded value.
 ET0275
 ET0275.The geoid height was determined by GEOID03.
 ET0275
 ET0275;                    North         East    Units  Estimated Accuracy
 ET0275;SPC AZ C     -   343,970.      198,570.      MT  (+/- 180 meters Scaled)
 ET0275
 ET0275                          SUPERSEDED SURVEY CONTROL
 ET0275
 ET0275  NGVD 29 (??/??/92) 1030.796  (m)         3381.87   (f) ADJ UNCH    2 0
 ET0275
 ET0275.Superseded values are not recommended for survey control.
 ET0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0275.See file dsdata.txt to determine how the superseded data were derived.
 ET0275
 ET0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC006739(NAD 83)
 ET0275_MARKER: DB = BENCH MARK DISK
 ET0275_SETTING: 80 = SET IN A BOULDER
 ET0275_SP_SET: BOULDER
 ET0275_STAMPING: E 314 1952
 ET0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0275+STABILITY: SURFACE MOTION
 ET0275
 ET0275  HISTORY     - Date     Condition        Report By
 ET0275  HISTORY     - 1952     MONUMENTED       CGS
 ET0275
 ET0275                          STATION DESCRIPTION
 ET0275
 ET0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0275'26.5 MI S FROM CORDES.
 ET0275'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0275'STORE AT CORDES, THENCE 11.6 MILES SOUTH ALONG A TRACK ROAD, 0.2 MILE
 ET0275'NORTH OF A POWER LINE CROSSING NEAR THE TOP AND ON THE NORTH SLOPE OF
 ET0275'A ROCKY MESA, IN TOP OF A FLAT 6-FOOT BY 5-FOOT BOULDER PROJECTING 1
 ET0275'FOOT ABOVE THE GROUND WITH WHITE PAINTED BM, 150.2 FEET EAST OF THE
 ET0275'EAST LEG OF A DUAL POWER LINE POLE, 78 1/2 FEET SOUTHWEST OF THE
 ET0275'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND 1.7 FEET WEST OF THE
 ET0275'EAST CORNER OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0087 ***********************************************************************
 CZ0087  DESIGNATION -  E 315
 CZ0087  PID         -  CZ0087
 CZ0087  STATE/COUNTY-  AZ/PIMA
 CZ0087  USGS QUAD   -  TUCSON SE (1992)
 CZ0087
 CZ0087                         *CURRENT SURVEY CONTROL
 CZ0087  ___________________________________________________________________
 CZ0087* NAD 83(1986)-  32 07 12.     (N)    110 45 10.     (W)     SCALED    
 CZ0087* NAVD 88     -       899.22   (+/-2cm)    2950.2    (feet)  VERTCON   
 CZ0087  ___________________________________________________________________
 CZ0087  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CZ0087
 CZ0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0087
 CZ0087.The horizontal coordinates were scaled from a topographic map and have
 CZ0087.an estimated accuracy of +/- 6 seconds.
 CZ0087
 CZ0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0087.The vertical order pertains to the NGVD 29 superseded value.
 CZ0087
 CZ0087.The geoid height was determined by GEOID03.
 CZ0087
 CZ0087;                    North         East    Units  Estimated Accuracy
 CZ0087;SPC AZ C     -   124,770.      323,190.      MT  (+/- 180 meters Scaled)
 CZ0087
 CZ0087                          SUPERSEDED SURVEY CONTROL
 CZ0087
 CZ0087  NGVD 29 (??/??/92)  898.523  (m)         2947.90   (f) ADJ UNCH    1 2
 CZ0087
 CZ0087.Superseded values are not recommended for survey control.
 CZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0087.See file dsdata.txt to determine how the superseded data were derived.
 CZ0087
 CZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA233537(NAD 83)
 CZ0087_MARKER: DB = BENCH MARK DISK
 CZ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0087_STAMPING: E 315 1952
 CZ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0087+STABILITY: SURFACE MOTION
 CZ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0087+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 CZ0087
 CZ0087  HISTORY     - Date     Condition        Report By
 CZ0087  HISTORY     - 1952     MONUMENTED       CGS
 CZ0087  HISTORY     - 20031220 GOOD             GEOCAC
 CZ0087
 CZ0087                          STATION DESCRIPTION
 CZ0087
 CZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0087'8.7 MI N FROM VAIL.
 CZ0087'5.2 MILES NORTHWEST, THENCE 0.2 MILE CROSS COUNTRY, THENCE 1.3 MILES
 CZ0087'NORTHEAST ALONG A GRADED COUNTY GRADED ROAD, THENCE 2.0 MILES
 CZ0087'NORTHEAST ALONG A TRACK ROAD, IN A VERY SMALL CLEARING, 0.1 MILE SOUTH
 CZ0087'OF A POINT WHERE THE ROAD MAKES A WIDE CURVE AROUND THE SOUTH END OF A
 CZ0087'WASH.  15 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF
 CZ0087'THE WITNESS POST AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT AND
 CZ0087'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CZ0087
 CZ0087                          STATION RECOVERY (2003)
 CZ0087
 CZ0087'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0305 ***********************************************************************
 ET0305  DESIGNATION -  E 316
 ET0305  PID         -  ET0305
 ET0305  STATE/COUNTY-  AZ/YAVAPAI
 ET0305  USGS QUAD   -  CLEATOR (1974)
 ET0305
 ET0305                         *CURRENT SURVEY CONTROL
 ET0305  ___________________________________________________________________
 ET0305* NAD 83(1986)-  34 22 12.     (N)    112 09 10.     (W)     SCALED    
 ET0305* NAVD 88     -      1223.44   (+/-2cm)    4013.9    (feet)  VERTCON   
 ET0305  ___________________________________________________________________
 ET0305  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0305
 ET0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0305
 ET0305.The horizontal coordinates were scaled from a topographic map and have
 ET0305.an estimated accuracy of +/- 6 seconds.
 ET0305
 ET0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0305.The vertical order pertains to the NGVD 29 superseded value.
 ET0305
 ET0305.The geoid height was determined by GEOID03.
 ET0305
 ET0305;                    North         East    Units  Estimated Accuracy
 ET0305;SPC AZ C     -   373,720.      191,640.      MT  (+/- 180 meters Scaled)
 ET0305
 ET0305                          SUPERSEDED SURVEY CONTROL
 ET0305
 ET0305  NGVD 29 (??/??/92) 1222.719  (m)         4011.54   (f) ADJ UNCH    2 0
 ET0305
 ET0305.Superseded values are not recommended for survey control.
 ET0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0305.See file dsdata.txt to determine how the superseded data were derived.
 ET0305
 ET0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD940037(NAD 83)
 ET0305_MARKER: DB = BENCH MARK DISK
 ET0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0305_STAMPING: E 316 1952
 ET0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0305+STABILITY: SURFACE MOTION
 ET0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0305+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 ET0305
 ET0305  HISTORY     - Date     Condition        Report By
 ET0305  HISTORY     - 1952     MONUMENTED       CGS
 ET0305  HISTORY     - 1974     GOOD             USGS
 ET0305  HISTORY     - 20040808 GOOD             USPSQD
 ET0305
 ET0305                          STATION DESCRIPTION
 ET0305
 ET0305'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0305'6.0 MI SE FROM MAYER.
 ET0305'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0305'MAYER, THENCE 1.8 MILES EAST ALONG GRADED COUNTY ROAD, ON THE WEST
 ET0305'SIDE OF A HILL, 0.3 MILE WEST OF A CATTLEGUARD, 29 FEET NORTH OF THE
 ET0305'CENTER LINE OF THE ROAD, 4 FEET ABOVE THE ROAD, AND SET IN THE TOP OF
 ET0305'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 ET0305
 ET0305                          STATION RECOVERY (2004)
 ET0305
 ET0305'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0305'MARK LOCATED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0060 ***********************************************************************
 CZ0060  DESIGNATION -  E 317
 CZ0060  PID         -  CZ0060
 CZ0060  STATE/COUNTY-  AZ/PIMA
 CZ0060  USGS QUAD   -  TUCSON EAST (1992)
 CZ0060
 CZ0060                         *CURRENT SURVEY CONTROL
 CZ0060  ___________________________________________________________________
 CZ0060* NAD 83(1986)-  32 08 01.     (N)    110 51 56.     (W)     SCALED    
 CZ0060* NAVD 88     -       833.322  (meters)    2733.99   (feet)  ADJUSTED  
 CZ0060  ___________________________________________________________________
 CZ0060  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CZ0060  DYNAMIC HT  -         832.139 (meters)    2730.11  (feet)  COMP
 CZ0060  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 CZ0060
 CZ0060  VERT ORDER  -  FIRST     CLASS II
 CZ0060
 CZ0060.The horizontal coordinates were scaled from a topographic map and have
 CZ0060.an estimated accuracy of +/- 6 seconds.
 CZ0060
 CZ0060.The orthometric height was determined by differential leveling
 CZ0060.and adjusted by the National Geodetic Survey in June 1991..
 CZ0060
 CZ0060.The geoid height was determined by GEOID03.
 CZ0060
 CZ0060.The dynamic height is computed by dividing the NAVD 88
 CZ0060.geopotential number by the normal gravity value computed on the
 CZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0060.degrees latitude (g = 980.6199 gals.).
 CZ0060
 CZ0060.The modeled gravity was interpolated from observed gravity values.
 CZ0060
 CZ0060;                    North         East    Units  Estimated Accuracy
 CZ0060;SPC AZ C     -   126,170.      312,530.      MT  (+/- 180 meters Scaled)
 CZ0060
 CZ0060                          SUPERSEDED SURVEY CONTROL
 CZ0060
 CZ0060  NGVD 29 (??/??/92)  832.682  (m)         2731.89   (f) ADJ UNCH    1 2
 CZ0060
 CZ0060.Superseded values are not recommended for survey control.
 CZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0060.See file dsdata.txt to determine how the superseded data were derived.
 CZ0060
 CZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA126552(NAD 83)
 CZ0060_MARKER: DB = BENCH MARK DISK
 CZ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0060_STAMPING: E 317 1952
 CZ0060_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0060+STABILITY: SURFACE MOTION
 CZ0060
 CZ0060  HISTORY     - Date     Condition        Report By
 CZ0060  HISTORY     - 1952     MONUMENTED       CGS
 CZ0060  HISTORY     - 1979     GOOD             NGS
 CZ0060
 CZ0060                          STATION DESCRIPTION
 CZ0060
 CZ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0060'9.6 MI SE FROM TUCSON.
 CZ0060'9.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0060'THE STATION AT TUCSON, AT MILEPOST 993, 97 FEET SOUTHWEST OF THE
 CZ0060'SOUTHWEST RAIL, 4.2 FEET SOUTHWEST OF MILEPOST 993, 2.0 FEET WEST OF A
 CZ0060'WITNESS POST, 1.7 FEET NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN
 CZ0060'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0060'ABOVE THE GROUND.
 CZ0060
 CZ0060                          STATION RECOVERY (1979)
 CZ0060
 CZ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0060'9.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0060'STATION AT TUCSON, 92 FEET WEST OF MILE POST 993, 96.5 FEET SOUTHWEST
 CZ0060'OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 88 FEET SOUTH
 CZ0060'OF THE FIRST POLE (NUMBER 49F) NORTHWEST OF MILE POST 993 AND 12 FEET
 CZ0060'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD.
 CZ0060'THE MARK IS 4 FT BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0872 ***********************************************************************
 CZ0872  DESIGNATION -  E 318
 CZ0872  PID         -  CZ0872
 CZ0872  STATE/COUNTY-  AZ/PIMA
 CZ0872  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0872
 CZ0872                         *CURRENT SURVEY CONTROL
 CZ0872  ___________________________________________________________________
 CZ0872* NAD 83(1986)-  32 27 31.     (N)    111 52 37.     (W)     SCALED    
 CZ0872* NAVD 88     -       533.42   (+/-2cm)    1750.1    (feet)  VERTCON   
 CZ0872  ___________________________________________________________________
 CZ0872  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CZ0872
 CZ0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0872
 CZ0872.The horizontal coordinates were scaled from a topographic map and have
 CZ0872.an estimated accuracy of +/- 6 seconds.
 CZ0872
 CZ0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0872.The vertical order pertains to the NGVD 29 superseded value.
 CZ0872
 CZ0872.The geoid height was determined by GEOID03.
 CZ0872
 CZ0872;                    North         East    Units  Estimated Accuracy
 CZ0872;SPC AZ C     -   161,720.      217,090.      MT  (+/- 180 meters Scaled)
 CZ0872
 CZ0872                          SUPERSEDED SURVEY CONTROL
 CZ0872
 CZ0872  NGVD 29 (??/??/92)  532.827  (m)         1748.12   (f) ADJ UNCH    2 0
 CZ0872
 CZ0872.Superseded values are not recommended for survey control.
 CZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0872.See file dsdata.txt to determine how the superseded data were derived.
 CZ0872
 CZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA175916(NAD 83)
 CZ0872_MARKER: DB = BENCH MARK DISK
 CZ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0872_STAMPING: E 318 1952
 CZ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0872+STABILITY: SURFACE MOTION
 CZ0872
 CZ0872  HISTORY     - Date     Condition        Report By
 CZ0872  HISTORY     - 1952     MONUMENTED       CGS
 CZ0872
 CZ0872                          STATION DESCRIPTION
 CZ0872
 CZ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0872'6.9 MI SE FROM KOMELIH.
 CZ0872'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0872'THENCE 1.35 MILES EAST ALONG A DIM TRACK ROAD, 0.6 MILE WEST OF A LONE
 CZ0872'HIGH ROUND MOUNTAIN, ABOUT 1/4 MILE SOUTHWEST OF A LOW, ROUND HILL, AT
 CZ0872'A SMALL CLEARING, 174 FEET NORTH OF AND ACROSS THE ROAD FROM A LONE
 CZ0872'DOUBLE GIANT SAGUARO, 18 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0872'LEVEL WITH THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 CZ0872'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0059 ***********************************************************************
 DA0059  DESIGNATION -  E 319
 DA0059  PID         -  DA0059
 DA0059  STATE/COUNTY-  AZ/MARICOPA
 DA0059  USGS QUAD   -  JOHNSON WELL (1986)
 DA0059
 DA0059                         *CURRENT SURVEY CONTROL
 DA0059  ___________________________________________________________________
 DA0059* NAD 83(1986)-  32 43 27.     (N)    112 21 52.     (W)     SCALED    
 DA0059* NAVD 88     -       773.43   (+/-2cm)    2537.5    (feet)  VERTCON   
 DA0059  ___________________________________________________________________
 DA0059  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0059
 DA0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0059
 DA0059.The horizontal coordinates were scaled from a topographic map and have
 DA0059.an estimated accuracy of +/- 6 seconds.
 DA0059
 DA0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0059.The vertical order pertains to the NGVD 29 superseded value.
 DA0059
 DA0059.The geoid height was determined by GEOID03.
 DA0059
 DA0059;                    North         East    Units  Estimated Accuracy
 DA0059;SPC AZ C     -   191,250.      171,390.      MT  (+/- 180 meters Scaled)
 DA0059
 DA0059                          SUPERSEDED SURVEY CONTROL
 DA0059
 DA0059  NGVD 29 (??/??/92)  772.711  (m)         2535.14   (f) ADJ UNCH    2 0
 DA0059
 DA0059.Superseded values are not recommended for survey control.
 DA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0059.See file dsdata.txt to determine how the superseded data were derived.
 DA0059
 DA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB721215(NAD 83)
 DA0059_MARKER: DB = BENCH MARK DISK
 DA0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0059_STAMPING: E 319 1952
 DA0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0059+STABILITY: SURFACE MOTION
 DA0059
 DA0059  HISTORY     - Date     Condition        Report By
 DA0059  HISTORY     - 1952     MONUMENTED       CGS
 DA0059
 DA0059                          STATION DESCRIPTION
 DA0059
 DA0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0059'1.1 MI N FROM STOUTS WELL.
 DA0059'1.1 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL, ON
 DA0059'THE TOP AND NEAR THE SOUTHEAST END OF A LONG LOW RIDGE, ON THE TOP OF
 DA0059'A STEEP UPGRADE GOING NORTH, ABOUT 60 YARDS NORTH OF THE CROSSING OF A
 DA0059'WASH, 13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 DA0059'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0059'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN
 DA0059'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0240 ***********************************************************************
 FQ0240  DESIGNATION -  E 32
 FQ0240  PID         -  FQ0240
 FQ0240  STATE/COUNTY-  AZ/COCONINO
 FQ0240  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0240
 FQ0240                         *CURRENT SURVEY CONTROL
 FQ0240  ___________________________________________________________________
 FQ0240* NAD 83(1986)-  35 03 54.     (N)    111 43 10.     (W)     SCALED    
 FQ0240* NAVD 88     -      1941.988  (meters)    6371.34   (feet)  ADJUSTED  
 FQ0240  ___________________________________________________________________
 FQ0240  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0240  DYNAMIC HT  -        1939.254 (meters)    6362.37  (feet)  COMP
 FQ0240  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 FQ0240
 FQ0240  VERT ORDER  -  FIRST     CLASS II
 FQ0240
 FQ0240.The horizontal coordinates were scaled from a topographic map and have
 FQ0240.an estimated accuracy of +/- 6 seconds.
 FQ0240
 FQ0240.The orthometric height was determined by differential leveling
 FQ0240.and adjusted by the National Geodetic Survey in June 1991..
 FQ0240
 FQ0240.The geoid height was determined by GEOID03.
 FQ0240
 FQ0240.The dynamic height is computed by dividing the NAVD 88
 FQ0240.geopotential number by the normal gravity value computed on the
 FQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0240.degrees latitude (g = 980.6199 gals.).
 FQ0240
 FQ0240.The modeled gravity was interpolated from observed gravity values.
 FQ0240
 FQ0240;                    North         East    Units  Estimated Accuracy
 FQ0240;SPC AZ C     -   450,800.      231,350.      MT  (+/- 180 meters Scaled)
 FQ0240
 FQ0240                          SUPERSEDED SURVEY CONTROL
 FQ0240
 FQ0240  NGVD 29 (??/??/92) 1940.996  (m)         6368.08   (f) ADJ UNCH    1 2
 FQ0240
 FQ0240.Superseded values are not recommended for survey control.
 FQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0240.See file dsdata.txt to determine how the superseded data were derived.
 FQ0240
 FQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD344804(NAD 83)
 FQ0240_MARKER: DB = BENCH MARK DISK
 FQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0240_STAMPING: 6368.084 E 32 1933
 FQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0240+STABILITY: SURFACE MOTION
 FQ0240
 FQ0240  HISTORY     - Date     Condition        Report By
 FQ0240  HISTORY     - 1933     MONUMENTED       CGS
 FQ0240
 FQ0240                          STATION DESCRIPTION
 FQ0240
 FQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0240'12.6 MI S FROM FLAGSTAFF.
 FQ0240'ABOUT 12.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0240'FLAGSTAFF, COCONINO COUNTY, ON THE NORTHEAST BANK OF A CREEK, INSIDE
 FQ0240'OF A HORSESHOE CURVE, ABOUT 120 FEET EAST OF A WOODEN BRIDGE, AND
 FQ0240'ABOUT 145 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 FQ0240'DISK, STAMPED 6368.084 E 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 FQ0240'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0113 ***********************************************************************
 GO0113  DESIGNATION -  E 32
 GO0113  PID         -  GO0113
 GO0113  STATE/COUNTY-  AZ/APACHE
 GO0113  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0113
 GO0113                         *CURRENT SURVEY CONTROL
 GO0113  ___________________________________________________________________
 GO0113* NAD 83(1986)-  36 27 41.     (N)    109 52 37.     (W)     SCALED    
 GO0113* NAVD 88     -      1794.240  (meters)    5886.60   (feet)  ADJUSTED  
 GO0113  ___________________________________________________________________
 GO0113  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0113  DYNAMIC HT  -        1791.955 (meters)    5879.11  (feet)  COMP
 GO0113  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 GO0113
 GO0113  VERT ORDER  -  FIRST     CLASS II
 GO0113
 GO0113.The horizontal coordinates were scaled from a topographic map and have
 GO0113.an estimated accuracy of +/- 6 seconds.
 GO0113
 GO0113.The orthometric height was determined by differential leveling
 GO0113.and adjusted by the National Geodetic Survey in June 1991..
 GO0113
 GO0113.The geoid height was determined by GEOID03.
 GO0113
 GO0113.The dynamic height is computed by dividing the NAVD 88
 GO0113.geopotential number by the normal gravity value computed on the
 GO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0113.degrees latitude (g = 980.6199 gals.).
 GO0113
 GO0113.The modeled gravity was interpolated from observed gravity values.
 GO0113
 GO0113;                    North         East    Units  Estimated Accuracy
 GO0113;SPC AZ E     -   605,740.      239,330.      MT  (+/- 180 meters Scaled)
 GO0113
 GO0113                          SUPERSEDED SURVEY CONTROL
 GO0113
 GO0113  NGVD 29 (??/??/92) 1793.278  (m)         5883.45   (f) ADJ UNCH    1 2
 GO0113
 GO0113.Superseded values are not recommended for survey control.
 GO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0113.See file dsdata.txt to determine how the superseded data were derived.
 GO0113
 GO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF006357(NAD 83)
 GO0113_MARKER: DB = BENCH MARK DISK
 GO0113_SETTING: 66 = SET IN ROCK OUTCROP
 GO0113_SP_SET: SET IN ROCK OUTCROP
 GO0113_STAMPING: E 32 1933
 GO0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0113+STABILITY: POSITION/ELEVATION WELL
 GO0113
 GO0113  HISTORY     - Date     Condition        Report By
 GO0113  HISTORY     - 1933     MONUMENTED       CGS
 GO0113  HISTORY     - 1934     GOOD             NGS
 GO0113  HISTORY     - 1968     GOOD             UTU
 GO0113
 GO0113                          STATION DESCRIPTION
 GO0113
 GO0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0113'35.1 MI NW FROM CHIN LEE.
 GO0113'35.1 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0113'ROAD, 2.1 MILES NORTHWEST OF THE WEST ROAD JUNCTION TO ROUGH ROCK
 GO0113'SPRINGS, ON THE WEST SLOPE OF HILL OUT OF DRAW, ABOUT .2 MILE
 GO0113'SOUTHEAST OF THE FOOT OF A STEEP GRADE AT THE POINT OF A SANDSTONE
 GO0113'HILL, A STANDARD DISK SET IN A LIMESTONE OUTCROP NEAR THE CENTER OF
 GO0113'THE NORTHSIDE OF A KNOLL COVERED WITH OUTCROPS, 70 FEET SOUTH OF THE
 GO0113'CENTERLINE OF THE ROAD AT A CURVE TO THE NORTHEAST, 2 FEET ABOVE THE
 GO0113'LEVEL OF THE ROAD.
 GO0113
 GO0113                          STATION RECOVERY (1968)
 GO0113
 GO0113'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0570 ***********************************************************************
 DA0570  DESIGNATION -  E 320
 DA0570  PID         -  DA0570
 DA0570  STATE/COUNTY-  AZ/MARICOPA
 DA0570  USGS QUAD   -  THEBA (1973)
 DA0570
 DA0570                         *CURRENT SURVEY CONTROL
 DA0570  ___________________________________________________________________
 DA0570* NAD 83(1986)-  32 55 02.     (N)    112 54 34.     (W)     SCALED    
 DA0570* NAVD 88     -       218.354  (meters)     716.38   (feet)  ADJUSTED  
 DA0570  ___________________________________________________________________
 DA0570  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0570  DYNAMIC HT  -         218.101 (meters)     715.55  (feet)  COMP
 DA0570  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DA0570
 DA0570  VERT ORDER  -  FIRST     CLASS II
 DA0570
 DA0570.The horizontal coordinates were scaled from a topographic map and have
 DA0570.an estimated accuracy of +/- 6 seconds.
 DA0570
 DA0570.The orthometric height was determined by differential leveling
 DA0570.and adjusted by the National Geodetic Survey in June 1991..
 DA0570
 DA0570.The geoid height was determined by GEOID03.
 DA0570
 DA0570.The dynamic height is computed by dividing the NAVD 88
 DA0570.geopotential number by the normal gravity value computed on the
 DA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0570.degrees latitude (g = 980.6199 gals.).
 DA0570
 DA0570.The modeled gravity was interpolated from observed gravity values.
 DA0570
 DA0570;                    North         East    Units  Estimated Accuracy
 DA0570;SPC AZ C     -   213,010.      120,500.      MT  (+/- 180 meters Scaled)
 DA0570
 DA0570                          SUPERSEDED SURVEY CONTROL
 DA0570
 DA0570  NGVD 29 (??/??/92)  217.812  (m)          714.60   (f) ADJ UNCH    1 2
 DA0570
 DA0570.Superseded values are not recommended for survey control.
 DA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0570.See file dsdata.txt to determine how the superseded data were derived.
 DA0570
 DA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB214437(NAD 83)
 DA0570_MARKER: DB = BENCH MARK DISK
 DA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0570_STAMPING: E 320 1952
 DA0570_MARK LOGO: CGS   
 DA0570_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0570+STABILITY: SURFACE MOTION
 DA0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0570+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0570
 DA0570  HISTORY     - Date     Condition        Report By
 DA0570  HISTORY     - 1952     MONUMENTED       CGS
 DA0570  HISTORY     - 1971     GOOD             NGS
 DA0570  HISTORY     - 1980     GOOD             NGS
 DA0570  HISTORY     - 1980     GOOD             NGS
 DA0570  HISTORY     - 20060128 GOOD             USPSQD
 DA0570  HISTORY     - 20060128 GOOD             USPSQD
 DA0570
 DA0570                          STATION DESCRIPTION
 DA0570
 DA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0570'11.4 MI W FROM GILA BEND.
 DA0570'11.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0570'WATER TANK AT GILA BEND, ABOUT 170 YARDS EAST OF BRIDGE NO. 844.24,
 DA0570'109 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, 59 FEET
 DA0570'SOUTH OF A FENCE, 39.1 FEET NORTH OF THE NORTH RAIL, 2.7 FEET EAST OF
 DA0570'A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 DA0570'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DA0570'FOOT ABOVE THE GROUND.
 DA0570
 DA0570                          STATION RECOVERY (1971)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0570'RECOVERED IN GOOD CONDITION.
 DA0570
 DA0570                          STATION RECOVERY (1980)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0570'18.4 KM (11.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0570'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0570'RAILROAD MILEPOLE 844, 0.3 KM (0.2 MI) SOUTHWEST OF A GRADED ROAD
 DA0570'CROSSING, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0570'33.2 METERS (109 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 DA0570'ROAD (OLD U.S. HIGHWAY 80).
 DA0570'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0570'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0570
 DA0570                          STATION RECOVERY (1980)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0570'18.4 KM (11.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0570'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0570'RAILROAD MILEPOLE 844, 0.3 KM (0.2 MI) SOUTHWEST OF A GRADED ROAD
 DA0570'CROSSING, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0570'33.2 METERS (109 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 DA0570'ROAD (OLD U.S. HIGHWAY 80).
 DA0570'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0570'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0570
 DA0570                          STATION RECOVERY (2006)
 DA0570
 DA0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0570'RECOVERED AS DESCRIBED.
 DA0570
 DA0570                          STATION RECOVERY (2006)
 DA0570
 DA0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0570'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0585 ***********************************************************************
 DA0585  DESIGNATION -  E 321
 DA0585  PID         -  DA0585
 DA0585  STATE/COUNTY-  AZ/MARICOPA
 DA0585  USGS QUAD   -  SMURR (1973)
 DA0585
 DA0585                         *CURRENT SURVEY CONTROL
 DA0585  ___________________________________________________________________
 DA0585* NAD 83(1986)-  32 53 24.     (N)    112 49 01.     (W)     SCALED    
 DA0585* NAVD 88     -       242.59   (+/-2cm)     795.9    (feet)  VERTCON   
 DA0585  ___________________________________________________________________
 DA0585  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0585
 DA0585  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0585
 DA0585.The horizontal coordinates were scaled from a topographic map and have
 DA0585.an estimated accuracy of +/- 6 seconds.
 DA0585
 DA0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0585.The vertical order pertains to the NGVD 29 superseded value.
 DA0585
 DA0585.The geoid height was determined by GEOID03.
 DA0585
 DA0585;                    North         East    Units  Estimated Accuracy
 DA0585;SPC AZ C     -   209,910.      129,130.      MT  (+/- 180 meters Scaled)
 DA0585
 DA0585                          SUPERSEDED SURVEY CONTROL
 DA0585
 DA0585  NGVD 29 (??/??/92)  242.006  (m)          793.98   (f) ADJ UNCH    1 2
 DA0585
 DA0585.Superseded values are not recommended for survey control.
 DA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0585.See file dsdata.txt to determine how the superseded data were derived.
 DA0585
 DA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB300405(NAD 83)
 DA0585_MARKER: DB = BENCH MARK DISK
 DA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0585_STAMPING: E 321 1952
 DA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0585+STABILITY: SURFACE MOTION
 DA0585
 DA0585  HISTORY     - Date     Condition        Report By
 DA0585  HISTORY     - 1952     MONUMENTED       CGS
 DA0585
 DA0585                          STATION DESCRIPTION
 DA0585
 DA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0585'8.1 MI SW FROM GILA BEND.
 DA0585'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0585'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0585'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 2.6 MILES SOUTH
 DA0585'ALONG A GRADED ROAD TO THE AIR FIELD.  IN THE TRIANGLE FORMED BY THE
 DA0585'INTERSECTION OF THE EAST-WEST AND NORTH-SOUTH RUNWAYS, AT THE NORTH
 DA0585'END OF THE FIELD, 11.3 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH
 DA0585'RUNWAY, 14.6 FEET WEST OF THE WEST EDGE OF THE EAST-WEST RUNWAY, 1.8
 DA0585'FEET NORTH OF A WITNESS POST, LEVEL WITH THE GROUND AND RUNWAYS, AND
 DA0585'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0841 ***********************************************************************
 DV0841  DESIGNATION -  E 322
 DV0841  PID         -  DV0841
 DV0841  STATE/COUNTY-  AZ/MARICOPA
 DV0841  USGS QUAD   -  HASSAYAMPA (1978)
 DV0841
 DV0841                         *CURRENT SURVEY CONTROL
 DV0841  ___________________________________________________________________
 DV0841* NAD 83(1986)-  33 22 14.     (N)    112 40 49.     (W)     SCALED    
 DV0841* NAVD 88     -       271.677  (meters)     891.33   (feet)  ADJUSTED  
 DV0841  ___________________________________________________________________
 DV0841  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DV0841  DYNAMIC HT  -         271.364 (meters)     890.30  (feet)  COMP
 DV0841  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV0841
 DV0841  VERT ORDER  -  FIRST     CLASS II
 DV0841
 DV0841.The horizontal coordinates were scaled from a topographic map and have
 DV0841.an estimated accuracy of +/- 6 seconds.
 DV0841
 DV0841.The orthometric height was determined by differential leveling
 DV0841.and adjusted by the National Geodetic Survey in November 1993..
 DV0841
 DV0841.The geoid height was determined by GEOID03.
 DV0841
 DV0841.The dynamic height is computed by dividing the NAVD 88
 DV0841.geopotential number by the normal gravity value computed on the
 DV0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0841.degrees latitude (g = 980.6199 gals.).
 DV0841
 DV0841.The modeled gravity was interpolated from observed gravity values.
 DV0841
 DV0841;                    North         East    Units  Estimated Accuracy
 DV0841;SPC AZ C     -   263,110.      142,300.      MT  (+/- 180 meters Scaled)
 DV0841
 DV0841                          SUPERSEDED SURVEY CONTROL
 DV0841
 DV0841  NGVD 29 (??/??/92)  271.037  (m)          889.23   (f) ADJ UNCH    1 2
 DV0841
 DV0841.Superseded values are not recommended for survey control.
 DV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0841.See file dsdata.txt to determine how the superseded data were derived.
 DV0841
 DV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB436936(NAD 83)
 DV0841_MARKER: DB = BENCH MARK DISK
 DV0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0841_SP_SET: CONCRETE POST
 DV0841_STAMPING: E 322 1952
 DV0841_MARK LOGO: CGS   
 DV0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0841+STABILITY: SURFACE MOTION
 DV0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0841+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0841
 DV0841  HISTORY     - Date     Condition        Report By
 DV0841  HISTORY     - 1952     MONUMENTED       CGS
 DV0841  HISTORY     - 1960     GOOD             NGS
 DV0841  HISTORY     - 19920316 GOOD             NGS
 DV0841
 DV0841                          STATION DESCRIPTION
 DV0841
 DV0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0841'5.7 MI W FROM BUCKEYE.
 DV0841'5.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0841'STATION AT BUCKEYE, 0.1 MILE EAST OF MILEPOST 870, ABOUT 0.1 MILE WEST
 DV0841'OF A ROAD CROSSING, 276 FEET EAST OF THE NORTHEAST END OF BRIDGE NO.
 DV0841'870.08, 87 FEET SOUTH OF THE SOUTH RAIL, 10 FEET NORTH OF A FENCE, 1.7
 DV0841'FEET EAST OF A POWER POLE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 4
 DV0841'1/2 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN THE TOP OF A
 DV0841'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0841
 DV0841                          STATION RECOVERY (1960)
 DV0841
 DV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0841'RECOVERED IN GOOD CONDITION.
 DV0841
 DV0841                          STATION RECOVERY (1992)
 DV0841
 DV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0841'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0841'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0841'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0841'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0841'SOUTHERLY ALONG WILSON AVENUE, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG
 DV0841'THE SOUTHERN PACIFIC RAILROAD, 76.5 M (251.0 FT) EAST OF THE
 DV0841'SOUTHEAST CORNER OF A RAILROAD BRIDGE, 26.6 M (87.3 FT) SOUTH OF THE
 DV0841'NEAR RAIL, 2.7 M (8.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 1.4 M
 DV0841'(4.6 FT) NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, 1.0 M (3.3
 DV0841'FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A UTILITY
 DV0841'POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 DV0841'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1094 ***********************************************************************
 DA1094  DESIGNATION -  E 323
 DA1094  PID         -  DA1094
 DA1094  STATE/COUNTY-  AZ/YUMA
 DA1094  USGS QUAD   -  DATELAND (1982)
 DA1094
 DA1094                         *CURRENT SURVEY CONTROL
 DA1094  ___________________________________________________________________
 DA1094* NAD 83(1992)-  32 46 13.67076(N)    113 36 29.08824(W)     ADJUSTED  
 DA1094* NAVD 88     -       124.137  (meters)     407.27   (feet)  ADJUSTED  
 DA1094  ___________________________________________________________________
 DA1094  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DA1094  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1094  DYNAMIC HT  -         123.995 (meters)     406.81  (feet)  COMP
 DA1094  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 DA1094
 DA1094  HORZ ORDER  -  SECOND
 DA1094  VERT ORDER  -  FIRST     CLASS II
 DA1094
 DA1094.The horizontal coordinates were established by classical geodetic methods
 DA1094.and adjusted by the National Geodetic Survey in August 1993..
 DA1094
 DA1094.The orthometric height was determined by differential leveling
 DA1094.and adjusted by the National Geodetic Survey in June 1991..
 DA1094
 DA1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1094
 DA1094.The geoid height was determined by GEOID03.
 DA1094
 DA1094.The dynamic height is computed by dividing the NAVD 88
 DA1094.geopotential number by the normal gravity value computed on the
 DA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1094.degrees latitude (g = 980.6199 gals.).
 DA1094
 DA1094.The modeled gravity was interpolated from observed gravity values.
 DA1094
 DA1094;                    North         East     Units Scale Factor Converg.
 DA1094;SPC AZ W     -   196,313.459   226,656.229   MT  0.99993551   +0 04 36.5
 DA1094;SPC AZ W     -   644,073.03    743,622.80   iFT  0.99993551   +0 04 36.5
 DA1094;UTM  12      - 3,628,851.914   255,699.926   MT  1.00033598   -1 24 44.6
 DA1094
 DA1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1094!SPC AZ W     -   0.99998560  x   0.99993551  =   0.99992111
 DA1094!UTM  12      -   0.99998560  x   1.00033598  =   1.00032158
 DA1094
 DA1094                          SUPERSEDED SURVEY CONTROL
 DA1094
 DA1094  NAD 83(1986)-  32 46 13.66547(N)    113 36 29.09465(W) AD(       ) 2
 DA1094  NAD 27      -  32 46 13.49220(N)    113 36 26.39070(W) AD(       ) 2
 DA1094  NGVD 29 (??/??/92)  123.534  (m)          405.29   (f) ADJ UNCH    1 2
 DA1094
 DA1094.Superseded values are not recommended for survey control.
 DA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1094.See file dsdata.txt to determine how the superseded data were derived.
 DA1094
 DA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5570028852(NAD 83)
 DA1094_MARKER: DB = BENCH MARK DISK
 DA1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1094_STAMPING: E 323 1952
 DA1094_MARK LOGO: CGS   
 DA1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1094
 DA1094  HISTORY     - Date     Condition        Report By
 DA1094  HISTORY     - 1960     MONUMENTED       CGS
 DA1094  HISTORY     - 1965     GOOD             USGS
 DA1094  HISTORY     - 1981     GOOD             NGS
 DA1094  HISTORY     - 1981     GOOD             NGS
 DA1094
 DA1094                          STATION DESCRIPTION
 DA1094
 DA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1094'STATION IS A STANDARD BENCH MARK DISK, STAMPED
 DA1094'B M E 323 1952, SET IN A CYLINDRICAL CONCRETE POST 47.5 FEET
 DA1094'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD,
 DA1094'3 FEET WEST OF RAILROAD MILEPOST AND 2 FEET EAST OF A WOODEN
 DA1094'WITNESS POST.
 DA1094'
 DA1094'STATION CRIST IS 4.6 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1094'DATELAND POST OFFICE, 105 FEET NORTH OF THE CENTER LINE OF
 DA1094'THE SOUTHERN PACIFIC RAILROAD, 49 FEET SOUTH OF THE CENTER
 DA1094'LINE OF THE OLD ALIGNMENT OF U.S. HIGHWAY 80 AND 4.5 FEET
 DA1094'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1094
 DA1094                          STATION RECOVERY (1965)
 DA1094
 DA1094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1094'4.6 MI W FROM DATELAND.
 DA1094'4.6 MILES WESTWARD ALONG US. HWY. 80 FROM THE POST OFFICE AT DATELAND,
 DA1094'9.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1094'THE WATER TANK AT AZTEC, BETWEEN FORMER U.S. HIGHWAY 80 AND THE
 DA1094'RAILROAD TRACKS, 180 FEET SOUTHWARD FROM THE CENTER LINE OF THE OLD
 DA1094'HIGHWAY, IN THE LINE OF POLES AND 3 FEET SOUTHWEST FROM RAILROAD MILE
 DA1094'POST 802, 95.2 FEET SOUTHWEST FROM THE TRIANGULATION STATION CRIST, 2
 DA1094'FEET NORTHWEST FROM WHITE WOODEN WITNESS POST, PROJECTING 5-INCHES
 DA1094'ABOVE GROUND.
 DA1094
 DA1094                          STATION RECOVERY (1981)
 DA1094
 DA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1094'16.5 KM (10.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1094'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 802, 13.7 M (45.0 FT)
 DA1094'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.1 M (102 FT)
 DA1094'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 29.0 M (95.2 FT)
 DA1094'SOUTHWEST OF TRIANGULATION STATION CRIST, 0.9 M (3.0 FT) SOUTHWEST OF
 DA1094'THE MILEPOLE.
 DA1094'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1094'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1094
 DA1094                          STATION RECOVERY (1981)
 DA1094
 DA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1094'16.5 KM (10.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1094'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 802, 13.7 M (45.0 FT)
 DA1094'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.1 M (102 FT)
 DA1094'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 29.0 M (95.2 FT)
 DA1094'SOUTHWEST OF TRIANGULATION STATION CRIST, 0.9 M (3.0 FT) SOUTHWEST OF
 DA1094'THE MILEPOLE.
 DA1094'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1094'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0449 ***********************************************************************
 CY0449  DESIGNATION -  E 324
 CY0449  PID         -  CY0449
 CY0449  STATE/COUNTY-  AZ/COCHISE
 CY0449  USGS QUAD   -  LUZENA (1979)
 CY0449
 CY0449                         *CURRENT SURVEY CONTROL
 CY0449  ___________________________________________________________________
 CY0449* NAD 83(1986)-  32 20 41.     (N)    109 33 24.     (W)     SCALED    
 CY0449* NAVD 88     -      1194.22   (+/-2cm)    3918.0    (feet)  VERTCON   
 CY0449  ___________________________________________________________________
 CY0449  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0449
 CY0449  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0449
 CY0449.The horizontal coordinates were scaled from a topographic map and have
 CY0449.an estimated accuracy of +/- 6 seconds.
 CY0449
 CY0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0449.The vertical order pertains to the NGVD 29 superseded value.
 CY0449
 CY0449.The geoid height was determined by GEOID03.
 CY0449
 CY0449;                    North         East    Units  Estimated Accuracy
 CY0449;SPC AZ E     -   149,250.      270,780.      MT  (+/- 180 meters Scaled)
 CY0449
 CY0449                          SUPERSEDED SURVEY CONTROL
 CY0449
 CY0449  NGVD 29 (??/??/92) 1193.440  (m)         3915.48   (f) ADJ UNCH    1 2
 CY0449
 CY0449.Superseded values are not recommended for survey control.
 CY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0449.See file dsdata.txt to determine how the superseded data were derived.
 CY0449
 CY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA358795(NAD 83)
 CY0449_MARKER: DB = BENCH MARK DISK
 CY0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0449_STAMPING: E 324 1952
 CY0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0449+STABILITY: SURFACE MOTION
 CY0449
 CY0449  HISTORY     - Date     Condition        Report By
 CY0449  HISTORY     - 1952     MONUMENTED       CGS
 CY0449  HISTORY     - 1960     GOOD             NGS
 CY0449
 CY0449                          STATION DESCRIPTION
 CY0449
 CY0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0449'4.3 MI W FROM BOWIE.
 CY0449'4.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILOAD FROM THE
 CY0449'STATION AT BOWIE, 0.15 MILE EAST OF MILEPOLE NUMBER 1094, AT SEMAPHORE
 CY0449'NUMBER 1094.4, 103.2 FEET NORTH OF THE SEMAPHORE, 94 1/2 FEET NORTH OF
 CY0449'THE NORTH RAIL, 11 1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 CY0449'6.3 FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1/2
 CY0449'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CY0449'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CY0449
 CY0449                          STATION RECOVERY (1960)
 CY0449
 CY0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0365 ***********************************************************************
 CY0365  DESIGNATION -  E 325
 CY0365  PID         -  CY0365
 CY0365  STATE/COUNTY-  AZ/COCHISE
 CY0365  USGS QUAD   -  COCHISE (1985)
 CY0365
 CY0365                         *CURRENT SURVEY CONTROL
 CY0365  ___________________________________________________________________
 CY0365* NAD 83(1986)-  32 06 12.     (N)    109 55 51.     (W)     SCALED    
 CY0365* NAVD 88     -      1299.36   (+/-2cm)    4263.0    (feet)  VERTCON   
 CY0365  ___________________________________________________________________
 CY0365  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0365
 CY0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0365
 CY0365.The horizontal coordinates were scaled from a topographic map and have
 CY0365.an estimated accuracy of +/- 6 seconds.
 CY0365
 CY0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0365.The vertical order pertains to the NGVD 29 superseded value.
 CY0365
 CY0365.The geoid height was determined by GEOID03.
 CY0365
 CY0365;                    North         East    Units  Estimated Accuracy
 CY0365;SPC AZ E     -   122,350.      235,620.      MT  (+/- 180 meters Scaled)
 CY0365
 CY0365                          SUPERSEDED SURVEY CONTROL
 CY0365
 CY0365  NGVD 29 (??/??/92) 1298.581  (m)         4260.43   (f) ADJ UNCH    1 2
 CY0365
 CY0365.Superseded values are not recommended for survey control.
 CY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0365.See file dsdata.txt to determine how the superseded data were derived.
 CY0365
 CY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA008523(NAD 83)
 CY0365_MARKER: DB = BENCH MARK DISK
 CY0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0365_SP_SET: BRIDGE
 CY0365_STAMPING: E 325 1952
 CY0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0365
 CY0365  HISTORY     - Date     Condition        Report By
 CY0365  HISTORY     - 1952     MONUMENTED       CGS
 CY0365
 CY0365                          STATION DESCRIPTION
 CY0365
 CY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0365'1.0 MI SW FROM COCHISE.
 CY0365'1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0365'THE STATION AT COCHISE, 0.05 MILE SOUTHWEST OF MILEPOLE NUMBER 1063,
 CY0365'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 CY0365'BRIDGE NUMBER 1062.94, 118 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CY0365'THE ROAD, 7.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.8 FOOT SOUTHWEST
 CY0365'OF THE NORTHEAST EDGE OF THE BRIDGE, ABOUT 1.0 FOOT LOWER THAN THE
 CY0365'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0035 ***********************************************************************
 CG0035  DESIGNATION -  E 326
 CG0035  PID         -  CG0035
 CG0035  STATE/COUNTY-  AZ/COCHISE
 CG0035  USGS QUAD   -  SAINT DAVID (1973)
 CG0035
 CG0035                         *CURRENT SURVEY CONTROL
 CG0035  ___________________________________________________________________
 CG0035* NAD 83(1986)-  31 57 11.     (N)    110 10 17.     (W)     SCALED    
 CG0035* NAVD 88     -      1245.68   (+/-2cm)    4086.9    (feet)  VERTCON   
 CG0035  ___________________________________________________________________
 CG0035  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CG0035
 CG0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0035
 CG0035.The horizontal coordinates were scaled from a topographic map and have
 CG0035.an estimated accuracy of +/- 6 seconds.
 CG0035
 CG0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0035.The vertical order pertains to the NGVD 29 superseded value.
 CG0035
 CG0035.The geoid height was determined by GEOID03.
 CG0035
 CG0035;                    North         East    Units  Estimated Accuracy
 CG0035;SPC AZ E     -   105,660.      212,910.      MT  (+/- 180 meters Scaled)
 CG0035
 CG0035                          SUPERSEDED SURVEY CONTROL
 CG0035
 CG0035  NGVD 29 (??/??/92) 1244.842  (m)         4084.12   (f) ADJ UNCH    1 2
 CG0035
 CG0035.Superseded values are not recommended for survey control.
 CG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0035.See file dsdata.txt to determine how the superseded data were derived.
 CG0035
 CG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA783355(NAD 83)
 CG0035_MARKER: DB = BENCH MARK DISK
 CG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0035_STAMPING: E 326 1952
 CG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0035+STABILITY: SURFACE MOTION
 CG0035
 CG0035  HISTORY     - Date     Condition        Report By
 CG0035  HISTORY     - 1952     MONUMENTED       CGS
 CG0035
 CG0035                          STATION DESCRIPTION
 CG0035
 CG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0035'9.3 MI E FROM BENSON.
 CG0035'9.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0035'STATION AT BENSON, AT MILEPOLE 1042, 1.1 MILES EAST OF THE SIGN AND
 CG0035'SECTION HOUSE AT SIBYL, 147.0 FEET SOUTH ACROSS THE ROAD FROM THE
 CG0035'RAILROAD TRACK FROM MILEPOLE 1042, 96.5 FEET SOUTH OF THE SOUTH RAIL,
 CG0035'3.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2.1 FEET WEST OF A
 CG0035'WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE TRACK, AND SET IN THE
 CG0035'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0200 ***********************************************************************
 DU0200  DESIGNATION -  E 327
 DU0200  PID         -  DU0200
 DU0200  STATE/COUNTY-  AZ/GRAHAM
 DU0200  USGS QUAD   -  CALVA (1989)
 DU0200
 DU0200                         *CURRENT SURVEY CONTROL
 DU0200  ___________________________________________________________________
 DU0200* NAD 83(1986)-  33 12 11.     (N)    110 10 29.     (W)     SCALED    
 DU0200* NAVD 88     -       862.276  (meters)    2828.98   (feet)  ADJUSTED  
 DU0200  ___________________________________________________________________
 DU0200  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DU0200  DYNAMIC HT  -         861.103 (meters)    2825.14  (feet)  COMP
 DU0200  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 DU0200
 DU0200  VERT ORDER  -  FIRST     CLASS II
 DU0200
 DU0200.The horizontal coordinates were scaled from a topographic map and have
 DU0200.an estimated accuracy of +/- 6 seconds.
 DU0200
 DU0200.The orthometric height was determined by differential leveling
 DU0200.and adjusted by the National Geodetic Survey in June 1991..
 DU0200
 DU0200.The geoid height was determined by GEOID03.
 DU0200
 DU0200.The dynamic height is computed by dividing the NAVD 88
 DU0200.geopotential number by the normal gravity value computed on the
 DU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0200.degrees latitude (g = 980.6199 gals.).
 DU0200
 DU0200.The modeled gravity was interpolated from observed gravity values.
 DU0200
 DU0200;                    North         East    Units  Estimated Accuracy
 DU0200;SPC AZ E     -   244,270.      212,610.      MT  (+/- 180 meters Scaled)
 DU0200
 DU0200                          SUPERSEDED SURVEY CONTROL
 DU0200
 DU0200  NGVD 29 (??/??/92)  861.691  (m)         2827.06   (f) ADJ UNCH    1 2
 DU0200
 DU0200.Superseded values are not recommended for survey control.
 DU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0200.See file dsdata.txt to determine how the superseded data were derived.
 DU0200
 DU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB769741(NAD 83)
 DU0200_MARKER: DB = BENCH MARK DISK
 DU0200_SETTING: 66 = SET IN ROCK OUTCROP
 DU0200_SP_SET: BEDROCK
 DU0200_STAMPING: E 327 1952
 DU0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0200+STABILITY: POSITION/ELEVATION WELL
 DU0200
 DU0200  HISTORY     - Date     Condition        Report By
 DU0200  HISTORY     - 1952     MONUMENTED       CGS
 DU0200  HISTORY     - 1979     GOOD             NGS
 DU0200
 DU0200                          STATION DESCRIPTION
 DU0200
 DU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0200'2.4 MI NE FROM CALVA.
 DU0200'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0200'COMPANY RAILROAD STATION AT CALVA, THENCE 1.9 MILES NORTHEAST ALONG
 DU0200'THE CALVA - ASH CREEK ROAD, ON TOP OF A LONG RIDGE, 28 FEET WEST OF
 DU0200'THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF A CAIRN, ABOUT
 DU0200'LEVEL WITH THE ROAD, AND IN THE TOP OF A SANDSTONE BEDROCK ABOUT FLUSH
 DU0200'WITH THE GROUND.
 DU0200
 DU0200                          STATION RECOVERY (1979)
 DU0200
 DU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0200'ADD--THIS BENCH MARK CAN BE REACHED BY GOING 11.3 KILOMETERS (7.0
 DU0200'MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DU0200'BYLAS, THENCE 1.0 KILOMETER (0.6 MILE) NORTH ALONG A DIRT ROAD,
 DU0200'THE MARK IS 1 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0388 ***********************************************************************
 ES0388  DESIGNATION -  E 329
 ES0388  PID         -  ES0388
 ES0388  STATE/COUNTY-  AZ/YAVAPAI
 ES0388  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0388
 ES0388                         *CURRENT SURVEY CONTROL
 ES0388  ___________________________________________________________________
 ES0388* NAD 83(1986)-  34 21 13.     (N)    111 40 55.     (W)     SCALED    
 ES0388* NAVD 88     -      1133.03   (+/-2cm)    3717.3    (feet)  VERTCON   
 ES0388  ___________________________________________________________________
 ES0388  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 ES0388
 ES0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0388
 ES0388.The horizontal coordinates were scaled from a topographic map and have
 ES0388.an estimated accuracy of +/- 6 seconds.
 ES0388
 ES0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0388.The vertical order pertains to the NGVD 29 superseded value.
 ES0388
 ES0388.The geoid height was determined by GEOID03.
 ES0388
 ES0388;                    North         East    Units  Estimated Accuracy
 ES0388;SPC AZ C     -   371,900.      234,950.      MT  (+/- 180 meters Scaled)
 ES0388
 ES0388                          SUPERSEDED SURVEY CONTROL
 ES0388
 ES0388  NGVD 29 (??/??/92) 1132.320  (m)         3714.95   (f) ADJ UNCH    2 0
 ES0388
 ES0388.Superseded values are not recommended for survey control.
 ES0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0388.See file dsdata.txt to determine how the superseded data were derived.
 ES0388
 ES0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372015(NAD 83)
 ES0388_MARKER: DB = BENCH MARK DISK
 ES0388_SETTING: 66 = SET IN ROCK OUTCROP
 ES0388_SP_SET: ROCK OUTCROP
 ES0388_STAMPING: E 329 1952
 ES0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0388+STABILITY: POSITION/ELEVATION WELL
 ES0388
 ES0388  HISTORY     - Date     Condition        Report By
 ES0388  HISTORY     - 1952     MONUMENTED       CGS
 ES0388
 ES0388                          STATION DESCRIPTION
 ES0388
 ES0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0388'3.1 MI NE FROM VERDE HOT SPRINGS.
 ES0388'3.1 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0388'HOTEL, AT THE Y JUNCTION OF A VERY DIM TRACK ROAD, LEADING NORTH, 0.2
 ES0388'MILE NORTH OF A WATER STORAGE TANK, 107 FEET NORTH OF THE CENTER LINE
 ES0388'OF THE ROAD JUNCTION, 64 FEET WEST OF THE CENTER LINE AND ABOUT 12
 ES0388'FEET LOWER THAN THE ROAD (SLOPING DISTANCE), 50 FEET EAST OF A 60-INCH
 ES0388'CONCRETE WATER LINE (SLOPING DISTANCE), AND IN THE TOP OF A 3-FOOT BY
 ES0388'3-FOOT BROWN ROCK OUTCROP PROJECTING 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0137 ***********************************************************************
 GO0137  DESIGNATION -  E 33
 GO0137  PID         -  GO0137
 GO0137  STATE/COUNTY-  AZ/APACHE
 GO0137  USGS QUAD   -  CHINLE (1982)
 GO0137
 GO0137                         *CURRENT SURVEY CONTROL
 GO0137  ___________________________________________________________________
 GO0137* NAD 83(1986)-  36 08 41.     (N)    109 35 52.     (W)     SCALED    
 GO0137* NAVD 88     -      1682.757  (meters)    5520.85   (feet)  ADJUSTED  
 GO0137  ___________________________________________________________________
 GO0137  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GO0137  DYNAMIC HT  -        1680.640 (meters)    5513.90  (feet)  COMP
 GO0137  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 GO0137
 GO0137  VERT ORDER  -  FIRST     CLASS II
 GO0137
 GO0137.The horizontal coordinates were scaled from a topographic map and have
 GO0137.an estimated accuracy of +/- 6 seconds.
 GO0137
 GO0137.The orthometric height was determined by differential leveling
 GO0137.and adjusted by the National Geodetic Survey in June 1991..
 GO0137
 GO0137.The geoid height was determined by GEOID03.
 GO0137
 GO0137.The dynamic height is computed by dividing the NAVD 88
 GO0137.geopotential number by the normal gravity value computed on the
 GO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0137.degrees latitude (g = 980.6199 gals.).
 GO0137
 GO0137.The modeled gravity was interpolated from observed gravity values.
 GO0137
 GO0137;                    North         East    Units  Estimated Accuracy
 GO0137;SPC AZ E     -   570,720.      264,550.      MT  (+/- 180 meters Scaled)
 GO0137
 GO0137                          SUPERSEDED SURVEY CONTROL
 GO0137
 GO0137  NGVD 29 (??/??/92) 1681.882  (m)         5517.97   (f) ADJ UNCH    1 2
 GO0137
 GO0137.Superseded values are not recommended for survey control.
 GO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0137.See file dsdata.txt to determine how the superseded data were derived.
 GO0137
 GO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF261009(NAD 83)
 GO0137_MARKER: DB = BENCH MARK DISK
 GO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0137_STAMPING: E 33 1933
 GO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0137+STABILITY: SURFACE MOTION
 GO0137
 GO0137  HISTORY     - Date     Condition        Report By
 GO0137  HISTORY     - 1933     MONUMENTED       CGS
 GO0137  HISTORY     - 1934     GOOD             NGS
 GO0137
 GO0137                          STATION DESCRIPTION
 GO0137
 GO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0137'3.1 MI SW FROM CHIN LEE.
 GO0137'ABOUT 3.1 MILES SOUTHWEST ALONG THE ROAD TO GANADO FROM THE POST
 GO0137'OFFICE AT CHIN LEE, APACHE COUNTY, 232 FEET SOUTH OF THE SOUTH CORNER
 GO0137'OF A WOODEN BRIDGE OVER A WASH, 115 FEET SOUTHEAST OF THE CENTERLINE
 GO0137'OF THE ROAD MEASURED FROM A POINT 70 YARDS SOUTH OF THE SOUTH END OF
 GO0137'THE BRIDGE, AND 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED E
 GO0137'33 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0316 ***********************************************************************
 CY0316  DESIGNATION -  E 330
 CY0316  PID         -  CY0316
 CY0316  STATE/COUNTY-  AZ/COCHISE
 CY0316  USGS QUAD   -  VANAR (1987)
 CY0316
 CY0316                         *CURRENT SURVEY CONTROL
 CY0316  ___________________________________________________________________
 CY0316* NAD 83(1986)-  32 14 29.     (N)    109 05 51.     (W)     SCALED    
 CY0316* NAVD 88     -      1190.405  (meters)    3905.52   (feet)  ADJUSTED  
 CY0316  ___________________________________________________________________
 CY0316  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CY0316  DYNAMIC HT  -        1188.639 (meters)    3899.73  (feet)  COMP
 CY0316  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 CY0316
 CY0316  VERT ORDER  -  FIRST     CLASS II
 CY0316
 CY0316.The horizontal coordinates were scaled from a topographic map and have
 CY0316.an estimated accuracy of +/- 6 seconds.
 CY0316
 CY0316.The orthometric height was determined by differential leveling
 CY0316.and adjusted by the National Geodetic Survey in June 1991..
 CY0316
 CY0316.The geoid height was determined by GEOID03.
 CY0316
 CY0316.The dynamic height is computed by dividing the NAVD 88
 CY0316.geopotential number by the normal gravity value computed on the
 CY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0316.degrees latitude (g = 980.6199 gals.).
 CY0316
 CY0316.The modeled gravity was interpolated from observed gravity values.
 CY0316
 CY0316;                    North         East    Units  Estimated Accuracy
 CY0316;SPC AZ E     -   138,130.      314,120.      MT  (+/- 180 meters Scaled)
 CY0316
 CY0316                          SUPERSEDED SURVEY CONTROL
 CY0316
 CY0316  NGVD 29 (??/??/92) 1189.668  (m)         3903.10   (f) ADJ UNCH    1 2
 CY0316
 CY0316.Superseded values are not recommended for survey control.
 CY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0316.See file dsdata.txt to determine how the superseded data were derived.
 CY0316
 CY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA792687(NAD 83)
 CY0316_MARKER: DB = BENCH MARK DISK
 CY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0316_STAMPING: E 330 1952
 CY0316_PROJECTION: PROJECTING 9 CENTIMETERS
 CY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0316+STABILITY: SURFACE MOTION
 CY0316
 CY0316  HISTORY     - Date     Condition        Report By
 CY0316  HISTORY     - 1952     MONUMENTED       CGS
 CY0316  HISTORY     - 1960     GOOD             NGS
 CY0316  HISTORY     - 1979     GOOD             NGS
 CY0316
 CY0316                          STATION DESCRIPTION
 CY0316
 CY0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0316'7.9 MI E FROM SAN SIMON.
 CY0316'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0316'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0316'HIGHWAY 86, THENCE 1.0 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 CY0316'107 FEET SOUTH OF MILEPOST 1122, 48.7 FEET SOUTH OF THE SOUTH RAIL, 31
 CY0316'FEET WEST OF A TELEPHONE POLE, 4 FEET EAST OF A WITNESS POST, SET IN
 CY0316'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0316
 CY0316                          STATION RECOVERY (1960)
 CY0316
 CY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0316'RECOVERED IN GOOD CONDITION.
 CY0316
 CY0316                          STATION RECOVERY (1979)
 CY0316
 CY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0316'12.3 KILOMETERS (7.7 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0316'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0316'0.2 KILOMETER (0.1 MILE) EAST OF RAILROAD CULVERT 1121.95,
 CY0316'32.8 METERS (107.4 FEET) SOUTH OF AND ACROSS THE TRACKS FROM
 CY0316'MILE POST 1122, 14.7 METERS (48.2 FEET) SOUTH OF THE SOUTH RAIL,
 CY0316'9.5 METERS (31.0 FEET) WEST SOUTHWEST OF THE 2/ND TELEPHONE
 CY0316'POLE EAST OF CULVERT 1121.95,
 CY0316'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CY0316'THE MARK IS 2 M BELOW THE RAILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0394 ***********************************************************************
 ES0394  DESIGNATION -  E 330
 ES0394  PID         -  ES0394
 ES0394  STATE/COUNTY-  AZ/YAVAPAI
 ES0394  USGS QUAD   -  ARNOLD MESA (1967)
 ES0394
 ES0394                         *CURRENT SURVEY CONTROL
 ES0394  ___________________________________________________________________
 ES0394* NAD 83(1986)-  34 28 55.     (N)    111 58 46.     (W)     SCALED    
 ES0394* NAVD 88     -      1468.72   (+/-2cm)    4818.6    (feet)  VERTCON   
 ES0394  ___________________________________________________________________
 ES0394  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 ES0394
 ES0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0394
 ES0394.The horizontal coordinates were scaled from a topographic map and have
 ES0394.an estimated accuracy of +/- 6 seconds.
 ES0394
 ES0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0394.The vertical order pertains to the NGVD 29 superseded value.
 ES0394
 ES0394.The geoid height was determined by GEOID03.
 ES0394
 ES0394;                    North         East    Units  Estimated Accuracy
 ES0394;SPC AZ C     -   386,110.      207,590.      MT  (+/- 180 meters Scaled)
 ES0394
 ES0394                          SUPERSEDED SURVEY CONTROL
 ES0394
 ES0394  NGVD 29 (??/??/92) 1467.915  (m)         4815.98   (f) ADJ UNCH    2 0
 ES0394
 ES0394.Superseded values are not recommended for survey control.
 ES0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0394.See file dsdata.txt to determine how the superseded data were derived.
 ES0394
 ES0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD100160(NAD 83)
 ES0394_MARKER: DB = BENCH MARK DISK
 ES0394_SETTING: 80 = SET IN A BOULDER
 ES0394_SP_SET: BOULDER
 ES0394_STAMPING: E 330 1952
 ES0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0394+STABILITY: SURFACE MOTION
 ES0394
 ES0394  HISTORY     - Date     Condition        Report By
 ES0394  HISTORY     - 1952     MONUMENTED       CGS
 ES0394
 ES0394                          STATION DESCRIPTION
 ES0394
 ES0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0394'16.0 MI SE FROM CHERRY.
 ES0394'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0394'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0394'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0394'TRACK ROAD, THENCE 0.7 MILES SOUTH ALONG A DIM ABANDONED WAGON ROAD,
 ES0394'AT THE TOP OF A STEEP GRADE, SET ON TOP AND NEAR THE EAST END OF A 5
 ES0394'1/2-FOOT BY 3 1/2-FOOT EMBEDDED RED BOULDER PROJECTING 1 1/2 FEET
 ES0394'ABOVE THE GROUND, MARKED WITH THE WHITE PAINTED LETTERS BM, 0.2 MILE
 ES0394'NORTH OF A SADDLE AND DIVIDE, ABOUT 125 FEET SOUTH OF THE TOP OF THE
 ES0394'GRADE, 10 FEET EAST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN
 ES0394'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0539 ***********************************************************************
 DA0539  DESIGNATION -  E 332
 DA0539  PID         -  DA0539
 DA0539  STATE/COUNTY-  AZ/MARICOPA
 DA0539  USGS QUAD   -  DEADMAN GAP (1986)
 DA0539
 DA0539                         *CURRENT SURVEY CONTROL
 DA0539  ___________________________________________________________________
 DA0539* NAD 83(1986)-  32 35 58.     (N)    112 51 07.     (W)     SCALED    
 DA0539* NAVD 88     -       363.827  (meters)    1193.66   (feet)  ADJUSTED  
 DA0539  ___________________________________________________________________
 DA0539  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0539  DYNAMIC HT  -         363.381 (meters)    1192.19  (feet)  COMP
 DA0539  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 DA0539
 DA0539  VERT ORDER  -  FIRST     CLASS II
 DA0539
 DA0539.The horizontal coordinates were scaled from a topographic map and have
 DA0539.an estimated accuracy of +/- 6 seconds.
 DA0539
 DA0539.The orthometric height was determined by differential leveling
 DA0539.and adjusted by the National Geodetic Survey in June 1991..
 DA0539
 DA0539.The geoid height was determined by GEOID03.
 DA0539
 DA0539.The dynamic height is computed by dividing the NAVD 88
 DA0539.geopotential number by the normal gravity value computed on the
 DA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0539.degrees latitude (g = 980.6199 gals.).
 DA0539
 DA0539.The modeled gravity was interpolated from observed gravity values.
 DA0539
 DA0539;                    North         East    Units  Estimated Accuracy
 DA0539;SPC AZ C     -   177,720.      125,570.      MT  (+/- 180 meters Scaled)
 DA0539
 DA0539                          SUPERSEDED SURVEY CONTROL
 DA0539
 DA0539  NGVD 29 (??/??/92)  363.181  (m)         1191.54   (f) ADJ UNCH    1 2
 DA0539
 DA0539.Superseded values are not recommended for survey control.
 DA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0539.See file dsdata.txt to determine how the superseded data were derived.
 DA0539
 DA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262083(NAD 83)
 DA0539_MARKER: DB = BENCH MARK DISK
 DA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0539_STAMPING: E 332 1953
 DA0539_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0539+STABILITY: SURFACE MOTION
 DA0539
 DA0539  HISTORY     - Date     Condition        Report By
 DA0539  HISTORY     - 1953     MONUMENTED       CGS
 DA0539  HISTORY     - 1980     GOOD             NGS
 DA0539
 DA0539                          STATION DESCRIPTION
 DA0539
 DA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0539'17.6 MI N FROM AJO.
 DA0539'17.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0539'FROM THE STATION AT AJO, 1 POLE SOUTH OF MILEPOLE 26, 103 FEET EAST OF
 DA0539'THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.0 FEET WEST OF THE WEST
 DA0539'RAIL, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 DA0539'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 DA0539'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0539
 DA0539                          STATION RECOVERY (1980)
 DA0539
 DA0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0539'28.55 KM (17.75 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0539'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.3 KM (0.2 MI)
 DA0539'NORTH OF RAILWAY BRIDGE NUMBER 262, 29.0 METERS (95.0 FT) WEST OF THE
 DA0539'WEST RAIL OF THE TRACKS, 67.7 METERS (222 FT) SOUTH OF RAILWAY
 DA0539'MILEPOLE 26, 31.1 METERS (102 FT) EAST OF THE CENTERLINE OF A DIRT
 DA0539'ROAD PARALLELING THE TRACKS.
 DA0539'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0539'THE MARK IS 09 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0330 ***********************************************************************
 DA0330  DESIGNATION -  E 333
 DA0330  PID         -  DA0330
 DA0330  STATE/COUNTY-  AZ/PIMA
 DA0330  USGS QUAD   -  AJO SOUTH (1990)
 DA0330
 DA0330                         *CURRENT SURVEY CONTROL
 DA0330  ___________________________________________________________________
 DA0330* NAD 83(1986)-  32 19 19.     (N)    112 46 18.     (W)     SCALED    
 DA0330* NAVD 88     -       503.983  (meters)    1653.48   (feet)  ADJUSTED  
 DA0330  ___________________________________________________________________
 DA0330  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0330  DYNAMIC HT  -         503.332 (meters)    1651.35  (feet)  COMP
 DA0330  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 DA0330
 DA0330  VERT ORDER  -  FIRST     CLASS II
 DA0330
 DA0330.The horizontal coordinates were scaled from a topographic map and have
 DA0330.an estimated accuracy of +/- 6 seconds.
 DA0330
 DA0330.The orthometric height was determined by differential leveling
 DA0330.and adjusted by the National Geodetic Survey in June 1991..
 DA0330
 DA0330.The geoid height was determined by GEOID03.
 DA0330
 DA0330.The dynamic height is computed by dividing the NAVD 88
 DA0330.geopotential number by the normal gravity value computed on the
 DA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0330.degrees latitude (g = 980.6199 gals.).
 DA0330
 DA0330.The modeled gravity was interpolated from observed gravity values.
 DA0330
 DA0330;                    North         East    Units  Estimated Accuracy
 DA0330;SPC AZ C     -   146,890.      132,860.      MT  (+/- 180 meters Scaled)
 DA0330
 DA0330                          SUPERSEDED SURVEY CONTROL
 DA0330
 DA0330  NGVD 29 (??/??/92)  503.271  (m)         1651.15   (f) ADJ UNCH    1 2
 DA0330
 DA0330.Superseded values are not recommended for survey control.
 DA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0330.See file dsdata.txt to determine how the superseded data were derived.
 DA0330
 DA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA332775(NAD 83)
 DA0330_MARKER: DB = BENCH MARK DISK
 DA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0330_STAMPING: E 333 1953
 DA0330_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0330+STABILITY: SURFACE MOTION
 DA0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0330+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0330
 DA0330  HISTORY     - Date     Condition        Report By
 DA0330  HISTORY     - 1953     MONUMENTED       CGS
 DA0330  HISTORY     - 1981     GOOD             NGS
 DA0330  HISTORY     - 19970305 GOOD             USPSQD
 DA0330  HISTORY     - 20060218 GOOD             USPSQD
 DA0330
 DA0330                          STATION DESCRIPTION
 DA0330
 DA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0330'6.65 MI SE FROM AJO.
 DA0330'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0330'FROM THE STATION AT AJO, THENCE 6.5 MILES SOUTHEAST ALONG STATE
 DA0330'HIGHWAY 86, AT THE SOUTHEAST END OF A CURVE, AT THE T JUNCTION OF A
 DA0330'DIM TRACK ROAD LEADING SOUTHWEST, 53.7 FEET SOUTHWEST OF THE CENTER
 DA0330'LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0330'2.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 DA0330'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0330'ABOVE THE GROUND.
 DA0330
 DA0330                          STATION RECOVERY (1981)
 DA0330
 DA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0330'6.9 KM (4.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0330'STATE HIGHWAY 86 IN WHY, ALSO 10.5 KM (6.5 MI) SOUTHEAST ALONG STATE
 DA0330'HIGHWAY 85 FROM AJO, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST 49,
 DA0330'16.5 M (54.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0330'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 DA0330'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0330
 DA0330                          STATION RECOVERY (1997)
 DA0330
 DA0330'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0330'RECOVERED IN GOOD CONDITION.
 DA0330
 DA0330                          STATION RECOVERY (2006)
 DA0330
 DA0330'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0330'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86. WITNESS POST GONE.
 DA0330'GPS N32.19.20.2  W112.46.17.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0367 ***********************************************************************
 CG0367  DESIGNATION -  E 334
 CG0367  PID         -  CG0367
 CG0367  STATE/COUNTY-  AZ/PIMA
 CG0367  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0367
 CG0367                         *CURRENT SURVEY CONTROL
 CG0367  ___________________________________________________________________
 CG0367* NAD 83(1986)-  31 47 32.     (N)    111 00 10.     (W)     SCALED    
 CG0367* NAVD 88     -       895.98   (+/-2cm)    2939.6    (feet)  VERTCON   
 CG0367  ___________________________________________________________________
 CG0367  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0367
 CG0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0367
 CG0367.The horizontal coordinates were scaled from a topographic map and have
 CG0367.an estimated accuracy of +/- 6 seconds.
 CG0367
 CG0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0367.The vertical order pertains to the NGVD 29 superseded value.
 CG0367
 CG0367.The geoid height was determined by GEOID03.
 CG0367
 CG0367;                    North         East    Units  Estimated Accuracy
 CG0367;SPC AZ C     -    88,190.      299,900.      MT  (+/- 180 meters Scaled)
 CG0367
 CG0367                          SUPERSEDED SURVEY CONTROL
 CG0367
 CG0367  NGVD 29 (??/??/92)  895.208  (m)         2937.03   (f) ADJ UNCH    1 2
 CG0367
 CG0367.Superseded values are not recommended for survey control.
 CG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0367.See file dsdata.txt to determine how the superseded data were derived.
 CG0367
 CG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA997174(NAD 83)
 CG0367_MARKER: DB = BENCH MARK DISK
 CG0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0367_STAMPING: E 334 1953
 CG0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0367+STABILITY: SURFACE MOTION
 CG0367
 CG0367  HISTORY     - Date     Condition        Report By
 CG0367  HISTORY     - 1953     MONUMENTED       CGS
 CG0367
 CG0367                          STATION DESCRIPTION
 CG0367
 CG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0367'4.6 MI S FROM CONTINENTAL.
 CG0367'4.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0367'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 9 TELEPHONE POLES NORTH OF
 CG0367'MILEPOLE 1015, 142 FEET SOUTH OF AND ACROSS THE TRACK FROM A TELEPHONE
 CG0367'POLE, 95.5 FEET EAST OF THE EAST RAIL, 14 FEET EAST OF THE EAST BANK
 CG0367'OF A WASH, 2.0 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 CG0367'ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CG0367'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0474 ***********************************************************************
 DA0474  DESIGNATION -  E 336
 DA0474  PID         -  DA0474
 DA0474  STATE/COUNTY-  AZ/PIMA
 DA0474  USGS QUAD   -  AJO NORTH (1990)
 DA0474
 DA0474                         *CURRENT SURVEY CONTROL
 DA0474  ___________________________________________________________________
 DA0474* NAD 83(1986)-  32 23 11.     (N)    112 45 47.     (W)     SCALED    
 DA0474* NAVD 88     -       496.35   (+/-2cm)    1628.4    (feet)  VERTCON   
 DA0474  ___________________________________________________________________
 DA0474  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DA0474
 DA0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0474
 DA0474.The horizontal coordinates were scaled from a topographic map and have
 DA0474.an estimated accuracy of +/- 6 seconds.
 DA0474
 DA0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0474.The vertical order pertains to the NGVD 29 superseded value.
 DA0474
 DA0474.The geoid height was determined by GEOID03.
 DA0474
 DA0474;                    North         East    Units  Estimated Accuracy
 DA0474;SPC AZ C     -   154,030.      133,730.      MT  (+/- 180 meters Scaled)
 DA0474
 DA0474                          SUPERSEDED SURVEY CONTROL
 DA0474
 DA0474  NGVD 29 (??/??/92)  495.660  (m)         1626.18   (f) ADJ UNCH    2 0
 DA0474
 DA0474.Superseded values are not recommended for survey control.
 DA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0474.See file dsdata.txt to determine how the superseded data were derived.
 DA0474
 DA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA341846(NAD 83)
 DA0474_MARKER: DB = BENCH MARK DISK
 DA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0474_STAMPING: E 336 1961
 DA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0474+STABILITY: SURFACE MOTION
 DA0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0474+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0474
 DA0474  HISTORY     - Date     Condition        Report By
 DA0474  HISTORY     - 1961     MONUMENTED       CGS
 DA0474  HISTORY     - 20060218 GOOD             USPSQD
 DA0474
 DA0474                          STATION DESCRIPTION
 DA0474
 DA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0474'6.5 MI E FROM AJO.
 DA0474'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0474'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0474'STATE HIGHWAY 85.  THENCE 4.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0474'FOLLOWS A PIPE LINE. 4.7 MILES WEST OF A METAL WINDMILL, 79 FEET SOUTH
 DA0474'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS
 DA0474'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0474'PROJECTING 6 INCHES.
 DA0474
 DA0474                          STATION RECOVERY (2006)
 DA0474
 DA0474'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0474'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0231 ***********************************************************************
 DA0231  DESIGNATION -  E 337
 DA0231  PID         -  DA0231
 DA0231  STATE/COUNTY-  AZ/PIMA
 DA0231  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0231
 DA0231                         *CURRENT SURVEY CONTROL
 DA0231  ___________________________________________________________________
 DA0231* NAD 83(1986)-  32 29 47.     (N)    112 18 31.     (W)     SCALED    
 DA0231* NAVD 88     -       687.45   (+/-2cm)    2255.4    (feet)  VERTCON   
 DA0231  ___________________________________________________________________
 DA0231  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0231
 DA0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0231
 DA0231.The horizontal coordinates were scaled from a topographic map and have
 DA0231.an estimated accuracy of +/- 6 seconds.
 DA0231
 DA0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0231.The vertical order pertains to the NGVD 29 superseded value.
 DA0231
 DA0231.The geoid height was determined by GEOID03.
 DA0231
 DA0231;                    North         East    Units  Estimated Accuracy
 DA0231;SPC AZ C     -   165,970.      176,530.      MT  (+/- 180 meters Scaled)
 DA0231
 DA0231                          SUPERSEDED SURVEY CONTROL
 DA0231
 DA0231  NGVD 29 (??/??/92)  686.760  (m)         2253.15   (f) ADJ UNCH    2 0
 DA0231
 DA0231.Superseded values are not recommended for survey control.
 DA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0231.See file dsdata.txt to determine how the superseded data were derived.
 DA0231
 DA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA770962(NAD 83)
 DA0231_MARKER: DB = BENCH MARK DISK
 DA0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0231_STAMPING: E 337 1961
 DA0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0231+STABILITY: SURFACE MOTION
 DA0231
 DA0231  HISTORY     - Date     Condition        Report By
 DA0231  HISTORY     - 1961     MONUMENTED       CGS
 DA0231
 DA0231                          STATION DESCRIPTION
 DA0231
 DA0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0231'4.8 MI NW FROM VENTANA.
 DA0231'ABOUT 4.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0231'AT VENTANA.  1.2 MILES SOUTHEAST OF THE CHURCH AT KAKA, AN INDIAN
 DA0231'VILLAGE.  94 FEET NORTH OF THE JUNCTION OF THE CENTER LINES OF THE
 DA0231'GRADED DIRT ROAD AND A ROAD LEADING NORTH, 60 FEET NORTHEAST OF THE
 DA0231'CENTER LINE OF THE GRADED DIRT ROAD, 33 FEET WEST OF THE CENTER LINE
 DA0231'OF THE ROAD LEADING NORTH, 1.6 FEET NORTHWEST OF A METAL WITNESS POST,
 DA0231'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0231'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0460 ***********************************************************************
 DA0460  DESIGNATION -  E 338
 DA0460  PID         -  DA0460
 DA0460  STATE/COUNTY-  AZ/PIMA
 DA0460  USGS QUAD   -  GU VO (1990)
 DA0460
 DA0460                         *CURRENT SURVEY CONTROL
 DA0460  ___________________________________________________________________
 DA0460* NAD 83(1986)-  32 05 44.     (N)    112 36 48.     (W)     SCALED    
 DA0460* NAVD 88     -       685.93   (+/-2cm)    2250.4    (feet)  VERTCON   
 DA0460  ___________________________________________________________________
 DA0460  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0460
 DA0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0460
 DA0460.The horizontal coordinates were scaled from a topographic map and have
 DA0460.an estimated accuracy of +/- 6 seconds.
 DA0460
 DA0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0460.The vertical order pertains to the NGVD 29 superseded value.
 DA0460
 DA0460.The geoid height was determined by GEOID03.
 DA0460
 DA0460;                    North         East    Units  Estimated Accuracy
 DA0460;SPC AZ C     -   121,670.      147,600.      MT  (+/- 180 meters Scaled)
 DA0460
 DA0460                          SUPERSEDED SURVEY CONTROL
 DA0460
 DA0460  NGVD 29 (??/??/92)  685.174  (m)         2247.94   (f) ADJ UNCH    2 0
 DA0460
 DA0460.Superseded values are not recommended for survey control.
 DA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0460.See file dsdata.txt to determine how the superseded data were derived.
 DA0460
 DA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA477521(NAD 83)
 DA0460_MARKER: DB = BENCH MARK DISK
 DA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0460_STAMPING: E 338 1961
 DA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0460+STABILITY: SURFACE MOTION
 DA0460
 DA0460  HISTORY     - Date     Condition        Report By
 DA0460  HISTORY     - 1961     MONUMENTED       CGS
 DA0460
 DA0460                          STATION DESCRIPTION
 DA0460
 DA0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0460'26.6 MI SE FROM AJO.
 DA0460'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0460'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0460'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0460'THENCE 10.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  0.1 MILE
 DA0460'NORTHWEST OF A WASH, 70 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0460'9 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 DA0460'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0460'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0049 ***********************************************************************
 CH0049  DESIGNATION -  E 339
 CH0049  PID         -  CH0049
 CH0049  STATE/COUNTY-  AZ/PIMA
 CH0049  USGS QUAD   -  KOM VO (1988)
 CH0049
 CH0049                         *CURRENT SURVEY CONTROL
 CH0049  ___________________________________________________________________
 CH0049* NAD 83(1986)-  31 58 32.     (N)    112 15 48.     (W)     SCALED    
 CH0049* NAVD 88     -       564.46   (+/-2cm)    1851.9    (feet)  VERTCON   
 CH0049  ___________________________________________________________________
 CH0049  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0049
 CH0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0049
 CH0049.The horizontal coordinates were scaled from a topographic map and have
 CH0049.an estimated accuracy of +/- 6 seconds.
 CH0049
 CH0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0049.The vertical order pertains to the NGVD 29 superseded value.
 CH0049
 CH0049.The geoid height was determined by GEOID03.
 CH0049
 CH0049;                    North         East    Units  Estimated Accuracy
 CH0049;SPC AZ C     -   108,210.      180,600.      MT  (+/- 180 meters Scaled)
 CH0049
 CH0049                          SUPERSEDED SURVEY CONTROL
 CH0049
 CH0049  NGVD 29 (??/??/92)  563.784  (m)         1849.68   (f) ADJ UNCH    2 0
 CH0049
 CH0049.Superseded values are not recommended for survey control.
 CH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0049.See file dsdata.txt to determine how the superseded data were derived.
 CH0049
 CH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA806384(NAD 83)
 CH0049_MARKER: DB = BENCH MARK DISK
 CH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0049_STAMPING: E 339 1961
 CH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0049+STABILITY: SURFACE MOTION
 CH0049
 CH0049  HISTORY     - Date     Condition        Report By
 CH0049  HISTORY     - 1961     MONUMENTED       CGS
 CH0049
 CH0049                          STATION DESCRIPTION
 CH0049
 CH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0049'5.4 MI SE FROM PISINIMO.
 CH0049'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0049'PISINIMO, AN INDIAN VILLAGE.  THENCE 5.05 MILES SOUTHEAST ALONG A
 CH0049'TRAIL ROAD.  0.5 MILE SOUTH OF AND ACROSS THE TRAIL ROAD FROM A LONE
 CH0049'WINDMILL, 130 FEET WEST OF A WASH, 39 FEET SOUTH OF THE CENTER LINE OF
 CH0049'THE TRAIL ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CH0049'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CH0049'INCHES.  NOTE-- THIS MARK IS 0.4 MILE WEST-NORTHWEST OF A 4X4-INCH
 CH0049'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0321 ***********************************************************************
 FP0321  DESIGNATION -  E 34
 FP0321  PID         -  FP0321
 FP0321  STATE/COUNTY-  AZ/APACHE
 FP0321  USGS QUAD   -  GANADO (1973)
 FP0321
 FP0321                         *CURRENT SURVEY CONTROL
 FP0321  ___________________________________________________________________
 FP0321* NAD 83(1986)-  35 42 40.     (N)    109 32 35.     (W)     SCALED    
 FP0321* NAVD 88     -      1947.407  (meters)    6389.12   (feet)  ADJUSTED  
 FP0321  ___________________________________________________________________
 FP0321  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0321  DYNAMIC HT  -        1944.748 (meters)    6380.39  (feet)  COMP
 FP0321  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 FP0321
 FP0321  VERT ORDER  -  FIRST     CLASS II
 FP0321
 FP0321.The horizontal coordinates were scaled from a topographic map and have
 FP0321.an estimated accuracy of +/- 6 seconds.
 FP0321
 FP0321.The orthometric height was determined by differential leveling
 FP0321.and adjusted by the National Geodetic Survey in June 1991..
 FP0321
 FP0321.The geoid height was determined by GEOID03.
 FP0321
 FP0321.The dynamic height is computed by dividing the NAVD 88
 FP0321.geopotential number by the normal gravity value computed on the
 FP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0321.degrees latitude (g = 980.6199 gals.).
 FP0321
 FP0321.The modeled gravity was interpolated from observed gravity values.
 FP0321
 FP0321;                    North         East    Units  Estimated Accuracy
 FP0321;SPC AZ E     -   522,640.      269,790.      MT  (+/- 180 meters Scaled)
 FP0321
 FP0321                          SUPERSEDED SURVEY CONTROL
 FP0321
 FP0321  NGVD 29 (??/??/92) 1946.438  (m)         6385.94   (f) ADJ UNCH    1 2
 FP0321
 FP0321.Superseded values are not recommended for survey control.
 FP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0321.See file dsdata.txt to determine how the superseded data were derived.
 FP0321
 FP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE317528(NAD 83)
 FP0321_MARKER: DB = BENCH MARK DISK
 FP0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0321_SP_SET: SANDSTONE WALL
 FP0321_STAMPING: 6385.939 E 34 1933
 FP0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0321
 FP0321  HISTORY     - Date     Condition        Report By
 FP0321  HISTORY     - 1933     MONUMENTED       CGS
 FP0321  HISTORY     - 1973     GOOD             USGS
 FP0321
 FP0321                          STATION DESCRIPTION
 FP0321
 FP0321'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0321'IN GANADO.
 FP0321'AT GANADO, APACHE COUNTY, AT THE SOUTHWEST CORNER OF THE DENTAL CLINIC
 FP0321'BUILDING OF THE SAGE MEMORIAL HOSPITAL, IN THE SANDSTONE WALL, AND 3
 FP0321'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 6385.939 E 34 1933
 FP0321'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0771 ***********************************************************************
 FR0771  DESIGNATION -  E 340
 FR0771  PID         -  FR0771
 FR0771  STATE/COUNTY-  AZ/COCONINO
 FR0771  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0771
 FR0771                         *CURRENT SURVEY CONTROL
 FR0771  ___________________________________________________________________
 FR0771* NAD 83(1986)-  35 12 57.     (N)    112 21 46.     (W)     SCALED    
 FR0771* NAVD 88     -      1816.373  (meters)    5959.22   (feet)  ADJUSTED  
 FR0771  ___________________________________________________________________
 FR0771  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 FR0771  DYNAMIC HT  -        1813.910 (meters)    5951.14  (feet)  COMP
 FR0771  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 FR0771
 FR0771  VERT ORDER  -  FIRST     CLASS II
 FR0771
 FR0771.The horizontal coordinates were scaled from a topographic map and have
 FR0771.an estimated accuracy of +/- 6 seconds.
 FR0771
 FR0771.The orthometric height was determined by differential leveling
 FR0771.and adjusted by the National Geodetic Survey in June 1991..
 FR0771.WARNING-Repeat measurements at this control monument indicate possible
 FR0771.vertical movement.
 FR0771
 FR0771.The geoid height was determined by GEOID03.
 FR0771
 FR0771.The dynamic height is computed by dividing the NAVD 88
 FR0771.geopotential number by the normal gravity value computed on the
 FR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0771.degrees latitude (g = 980.6199 gals.).
 FR0771
 FR0771.The modeled gravity was interpolated from observed gravity values.
 FR0771
 FR0771;                    North         East    Units  Estimated Accuracy
 FR0771;SPC AZ C     -   467,610.      172,750.      MT  (+/- 180 meters Scaled)
 FR0771
 FR0771                          SUPERSEDED SURVEY CONTROL
 FR0771
 FR0771  NGVD 29 (??/??/92) 1815.442  (m)         5956.16   (f) ADJ UNCH    1 2
 FR0771
 FR0771.Superseded values are not recommended for survey control.
 FR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0771.See file dsdata.txt to determine how the superseded data were derived.
 FR0771
 FR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD759978(NAD 83)
 FR0771_MARKER: DB = BENCH MARK DISK
 FR0771_SETTING: 66 = SET IN ROCK OUTCROP
 FR0771_SP_SET: ROCK OUTCROP
 FR0771_STAMPING: E 340 1958
 FR0771_MARK LOGO: CGS   
 FR0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0771+STABILITY: POSITION/ELEVATION WELL
 FR0771
 FR0771  HISTORY     - Date     Condition        Report By
 FR0771  HISTORY     - 1958     MONUMENTED       CGS
 FR0771  HISTORY     - 1982     GOOD             NGS
 FR0771
 FR0771                          STATION DESCRIPTION
 FR0771
 FR0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0771'10.9 KM (6.8 MI) EAST FROM ASH FORK.
 FR0771'10.9 KM (6.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0771'US HIGHWAY 89 IN ASH FORK, IN TOP OF A 4 BY 8 FOOT OUTCROP PROJECTING
 FR0771'2 FEET ABOVE THE GROUND, BETWEEN THE NORTH RIGHT OF WAY FENCE AND A
 FR0771'GROUP OF JUNIPERS (UNABLE TO SEE FROM THE HIGHWAY), 0.6 KM (0.4 MI) WE
 FR0771'CROSSING OF A POWER LINE, 0.5 KM (0.3 MI) WEST OF MILEPOST 153, 0.2 KM
 FR0771'(0.15 MI) EAST OF A LOW ROCK BANK BETWEEN THE HIGHWAY LANES, 0.2 KM
 FR0771'(0.15 MI) WEST OF A CULVERT WITH GUARDRAILS AND A LARGE SIGN, 28.3
 FR0771'METERS (93 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0771'LANES, 2.1 METERS (7 FT) SOUTH OF A FENCE, 3 METERS (10 FT) NORTH OF A
 FR0771'JUNIPER, 9.1 METERS (30 FT) EAST OF A BRACED FENCE POST.
 FR0771'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 FR0771'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0008 ***********************************************************************
 CH0008  DESIGNATION -  E 340
 CH0008  PID         -  CH0008
 CH0008  STATE/COUNTY-  AZ/COCONINO
 CH0008  USGS QUAD   -  BAILEY PEAK (1988)
 CH0008
 CH0008                         *CURRENT SURVEY CONTROL
 CH0008  ___________________________________________________________________
 CH0008* NAD 83(1986)-  31 48 06.     (N)    112 25 36.     (W)     SCALED    
 CH0008* NAVD 88     -       520.59   (+/-2cm)    1708.0    (feet)  VERTCON   
 CH0008  ___________________________________________________________________
 CH0008  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CH0008
 CH0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0008
 CH0008.The horizontal coordinates were scaled from a topographic map and have
 CH0008.an estimated accuracy of +/- 6 seconds.
 CH0008
 CH0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0008.The vertical order pertains to the NGVD 29 superseded value.
 CH0008
 CH0008.The geoid height was determined by GEOID03.
 CH0008
 CH0008;                    North         East    Units  Estimated Accuracy
 CH0008;SPC AZ C     -    88,990.      165,070.      MT  (+/- 180 meters Scaled)
 CH0008
 CH0008                          SUPERSEDED SURVEY CONTROL
 CH0008
 CH0008  NGVD 29 (??/??/92)  519.886  (m)         1705.66   (f) ADJ UNCH    2 0
 CH0008
 CH0008.Superseded values are not recommended for survey control.
 CH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0008.See file dsdata.txt to determine how the superseded data were derived.
 CH0008
 CH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA649193(NAD 83)
 CH0008_MARKER: DB = BENCH MARK DISK
 CH0008_SETTING: 66 = SET IN ROCK OUTCROP
 CH0008_SP_SET: ROCK OUTCROP
 CH0008_STAMPING: E 340 1958
 CH0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0008+STABILITY: POSITION/ELEVATION WELL
 CH0008
 CH0008  HISTORY     - Date     Condition        Report By
 CH0008  HISTORY     - 1958     MONUMENTED       CGS
 CH0008  HISTORY     - 1974     GOOD             USGS
 CH0008
 CH0008                          STATION DESCRIPTION
 CH0008
 CH0008'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CH0008'7.0 MI E FROM ASH FORK.
 CH0008'TWO BLOCKS NORTH OF THE POST OFFICE IN
 CH0008'WILLIAMS TO THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 AND US
 CH0008'HIGHWAY 66, THENCE 7.0 MILES WEST, 90 FT. NORTH OF THE WEST BOUND LANE
 CH0008'AND 17.3 FT. LOWER, 3 FT. SOUTHWEST OF A WITNESS POST IN A ROCK
 CH0008'OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND, A STANDARD C AND GS
 CH0008'TABLET STAMPED E 340 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0163 ***********************************************************************
 FR0163  DESIGNATION -  E 341
 FR0163  PID         -  FR0163
 FR0163  STATE/COUNTY-  AZ/COCONINO
 FR0163  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0163
 FR0163                         *CURRENT SURVEY CONTROL
 FR0163  ___________________________________________________________________
 FR0163* NAD 83(1986)-  35 15 46.     (N)    112 01 13.     (W)     SCALED    
 FR0163* NAVD 88     -      2139.772  (meters)    7020.24   (feet)  ADJUSTED  
 FR0163  ___________________________________________________________________
 FR0163  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0163  DYNAMIC HT  -        2136.736 (meters)    7010.27  (feet)  COMP
 FR0163  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 FR0163
 FR0163  VERT ORDER  -  FIRST     CLASS II
 FR0163
 FR0163.The horizontal coordinates were scaled from a topographic map and have
 FR0163.an estimated accuracy of +/- 6 seconds.
 FR0163
 FR0163.The orthometric height was determined by differential leveling
 FR0163.and adjusted by the National Geodetic Survey in June 1991..
 FR0163.WARNING-Repeat measurements at this control monument indicate possible
 FR0163.vertical movement.
 FR0163
 FR0163.The geoid height was determined by GEOID03.
 FR0163
 FR0163.The dynamic height is computed by dividing the NAVD 88
 FR0163.geopotential number by the normal gravity value computed on the
 FR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0163.degrees latitude (g = 980.6199 gals.).
 FR0163
 FR0163.The modeled gravity was interpolated from observed gravity values.
 FR0163
 FR0163;                    North         East    Units  Estimated Accuracy
 FR0163;SPC AZ C     -   472,730.      203,930.      MT  (+/- 180 meters Scaled)
 FR0163
 FR0163                          SUPERSEDED SURVEY CONTROL
 FR0163
 FR0163  NGVD 29 (??/??/92) 2138.747  (m)         7016.87   (f) ADJ UNCH    1 2
 FR0163
 FR0163.Superseded values are not recommended for survey control.
 FR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0163.See file dsdata.txt to determine how the superseded data were derived.
 FR0163
 FR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE071026(NAD 83)
 FR0163_MARKER: DB = BENCH MARK DISK
 FR0163_SETTING: 80 = SET IN A BOULDER
 FR0163_SP_SET: BOULDER
 FR0163_STAMPING: E 341 1958
 FR0163_MARK LOGO: CGS   
 FR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0163+STABILITY: SURFACE MOTION
 FR0163
 FR0163  HISTORY     - Date     Condition        Report By
 FR0163  HISTORY     - 1958     MONUMENTED       CGS
 FR0163  HISTORY     - 1982     GOOD             NGS
 FR0163
 FR0163                          STATION DESCRIPTION
 FR0163
 FR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0163'9.3 MI E FROM WILLIAMS.
 FR0163'9.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0163'WILLIAMS, 0.6 MILE EAST OF A GRAVEL ROAD LEADING SOUTH TO CHALENDER,
 FR0163'74 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 7 FEET SOUTH OF THE FENCE,
 FR0163'2 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 FR0163'BOULDER THAT PROJECTS 6 INCHES.
 FR0163
 FR0163                          STATION RECOVERY (1982)
 FR0163
 FR0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0163'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0163'AND TOPEKA, FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI)
 FR0163'EAST ALONG INTERSTATE HIGHWAY 40, THENCE 3.2 KM (2.0 MI) EAST ALONG
 FR0163'PARKS ROAD, JUST WEST OF THE CREST OF A GRADE IN THE OLD HIGHWAY, IN
 FR0163'TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 8-INCHES ABOVE THE GROUND,
 FR0163'23.4 METERS (77 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 METERS (6
 FR0163'FT) SOUTH OF A FENCE, 2.4 METERS (8 FT) NORTH OF A 10-INCH PINE TREE.
 FR0163'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 FR0163'THE MARK IS 2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0017 ***********************************************************************
 CH0017  DESIGNATION -  E 341
 CH0017  PID         -  CH0017
 CH0017  STATE/COUNTY-  AZ/PIMA
 CH0017  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0017
 CH0017                         *CURRENT SURVEY CONTROL
 CH0017  ___________________________________________________________________
 CH0017* NAD 83(1986)-  31 48 30.     (N)    112 18 14.     (W)     SCALED    
 CH0017* NAVD 88     -       537.54   (+/-2cm)    1763.6    (feet)  VERTCON   
 CH0017  ___________________________________________________________________
 CH0017  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CH0017
 CH0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0017
 CH0017.The horizontal coordinates were scaled from a topographic map and have
 CH0017.an estimated accuracy of +/- 6 seconds.
 CH0017
 CH0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0017.The vertical order pertains to the NGVD 29 superseded value.
 CH0017
 CH0017.The geoid height was determined by GEOID03.
 CH0017
 CH0017;                    North         East    Units  Estimated Accuracy
 CH0017;SPC AZ C     -    89,680.      176,700.      MT  (+/- 180 meters Scaled)
 CH0017
 CH0017                          SUPERSEDED SURVEY CONTROL
 CH0017
 CH0017  NGVD 29 (??/??/92)  536.847  (m)         1761.31   (f) ADJ UNCH    2 0
 CH0017
 CH0017.Superseded values are not recommended for survey control.
 CH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0017.See file dsdata.txt to determine how the superseded data were derived.
 CH0017
 CH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA765199(NAD 83)
 CH0017_MARKER: DB = BENCH MARK DISK
 CH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0017_STAMPING: E 341 1961
 CH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0017+STABILITY: SURFACE MOTION
 CH0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0017+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 CH0017
 CH0017  HISTORY     - Date     Condition        Report By
 CH0017  HISTORY     - 1961     MONUMENTED       CGS
 CH0017  HISTORY     - 20060822 GOOD             TOHONO
 CH0017
 CH0017                          STATION DESCRIPTION
 CH0017
 CH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0017'1.6 MI N FROM PAPAGO FARMS.
 CH0017'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0017'PAPAGO FARMS.  AT THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING
 CH0017'SOUTHWEST, 165 FEET WEST-SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 CH0017'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 66, 33 FEET
 CH0017'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE CENTER
 CH0017'OF THE ROAD JUNCTION, 10 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 CH0017'THE TRAIL ROAD, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CH0017'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CH0017'INCHES.
 CH0017
 CH0017                          STATION RECOVERY (2006)
 CH0017
 CH0017'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0017'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0212 ***********************************************************************
 FQ0212  DESIGNATION -  E 342
 FQ0212  PID         -  FQ0212
 FQ0212  STATE/COUNTY-  AZ/COCONINO
 FQ0212  USGS QUAD   -  METEOR CRATER (1983)
 FQ0212
 FQ0212                         *CURRENT SURVEY CONTROL
 FQ0212  ___________________________________________________________________
 FQ0212* NAD 83(1986)-  35 06 57.     (N)    111 06 43.     (W)     SCALED    
 FQ0212* NAVD 88     -      1672.343  (meters)    5486.68   (feet)  ADJUSTED  
 FQ0212  ___________________________________________________________________
 FQ0212  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0212  DYNAMIC HT  -        1670.067 (meters)    5479.21  (feet)  COMP
 FQ0212  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 FQ0212
 FQ0212  VERT ORDER  -  FIRST     CLASS II
 FQ0212
 FQ0212.The horizontal coordinates were scaled from a topographic map and have
 FQ0212.an estimated accuracy of +/- 6 seconds.
 FQ0212
 FQ0212.The orthometric height was determined by differential leveling
 FQ0212.and adjusted by the National Geodetic Survey in June 1991..
 FQ0212
 FQ0212.The geoid height was determined by GEOID03.
 FQ0212
 FQ0212.The dynamic height is computed by dividing the NAVD 88
 FQ0212.geopotential number by the normal gravity value computed on the
 FQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0212.degrees latitude (g = 980.6199 gals.).
 FQ0212
 FQ0212.The modeled gravity was interpolated from observed gravity values.
 FQ0212
 FQ0212;                    North         East    Units  Estimated Accuracy
 FQ0212;SPC AZ C     -   456,720.      286,710.      MT  (+/- 180 meters Scaled)
 FQ0212
 FQ0212                          SUPERSEDED SURVEY CONTROL
 FQ0212
 FQ0212  NGVD 29 (??/??/92) 1671.456  (m)         5483.77   (f) ADJ UNCH    1 2
 FQ0212
 FQ0212.Superseded values are not recommended for survey control.
 FQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0212.See file dsdata.txt to determine how the superseded data were derived.
 FQ0212
 FQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD897858(NAD 83)
 FQ0212_MARKER: DB = BENCH MARK DISK
 FQ0212_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0212_SP_SET: BEDROCK
 FQ0212_STAMPING: E 342 1958
 FQ0212_MARK LOGO: CGS   
 FQ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0212
 FQ0212  HISTORY     - Date     Condition        Report By
 FQ0212  HISTORY     - 1958     MONUMENTED       CGS
 FQ0212  HISTORY     - 1983     GOOD             NGS
 FQ0212
 FQ0212                          STATION DESCRIPTION
 FQ0212
 FQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0212'25.0 MI W FROM WINSLOW.
 FQ0212'25.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0212'1.0 MILE WEST OF THE TWO GUNS SERVICE STATION, 0.4 MILE WEST OF
 FQ0212'MILEPOST NUMBER 249, 26 FEET SOUTH OF THE FENCE, 11.4 FEET EAST OF THE
 FQ0212'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT FLUSH WITH THE
 FQ0212'GROUND.
 FQ0212
 FQ0212                          STATION RECOVERY (1983)
 FQ0212
 FQ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0212'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  39.7 KM (24.65
 FQ0212'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0212'POST OFFICE IN WINSLOW, 0.4 KM (0.25 MI) EAST OF MILEPOST 229, 0.3 KM
 FQ0212'(0.2 MI) EAST OF A DIRT ROAD LEADING SOUTH, IN THE CENTER OF THE
 FQ0212'WESTERN 1/2 OF A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK AND
 FQ0212'58.2 METERS (190.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0212'OF THE HIGHWAY.
 FQ0212'THE MARK IS 8.0 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0212'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0030 ***********************************************************************
 CH0030  DESIGNATION -  E 342
 CH0030  PID         -  CH0030
 CH0030  STATE/COUNTY-  AZ/PIMA
 CH0030  USGS QUAD   -  CHUKUT KUK (1988)
 CH0030
 CH0030                         *CURRENT SURVEY CONTROL
 CH0030  ___________________________________________________________________
 CH0030* NAD 83(1986)-  31 46 52.     (N)    112 07 04.     (W)     SCALED    
 CH0030* NAVD 88     -       605.45   (+/-2cm)    1986.4    (feet)  VERTCON   
 CH0030  ___________________________________________________________________
 CH0030  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0030
 CH0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0030
 CH0030.The horizontal coordinates were scaled from a topographic map and have
 CH0030.an estimated accuracy of +/- 6 seconds.
 CH0030
 CH0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0030.The vertical order pertains to the NGVD 29 superseded value.
 CH0030
 CH0030.The geoid height was determined by GEOID03.
 CH0030
 CH0030;                    North         East    Units  Estimated Accuracy
 CH0030;SPC AZ C     -    86,620.      194,310.      MT  (+/- 180 meters Scaled)
 CH0030
 CH0030                          SUPERSEDED SURVEY CONTROL
 CH0030
 CH0030  NGVD 29 (??/??/92)  604.759  (m)         1984.11   (f) ADJ UNCH    2 0
 CH0030
 CH0030.Superseded values are not recommended for survey control.
 CH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0030.See file dsdata.txt to determine how the superseded data were derived.
 CH0030
 CH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA941167(NAD 83)
 CH0030_MARKER: DB = BENCH MARK DISK
 CH0030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0030_SP_SET: 24 FT.
 CH0030_STAMPING: E 342 1961
 CH0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0030
 CH0030  HISTORY     - Date     Condition        Report By
 CH0030  HISTORY     - 1961     MONUMENTED       CGS
 CH0030
 CH0030                          STATION DESCRIPTION
 CH0030
 CH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0030'6.8 MI SE FROM KOTS KUG.
 CH0030'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0030'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0030'EAST ALONG A GRADED DIRT ROAD.  THENCE 3.95 MILES SOUTHEAST ALONG A
 CH0030'TRAIL ROAD, 3.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0030'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 4.5 MILES NORTHWEST OF
 CH0030'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0030'NUMBERED 69, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5
 CH0030'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED
 CH0030'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 CH0030'OF 24 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0222 ***********************************************************************
 ET0222  DESIGNATION -  E 343
 ET0222  PID         -  ET0222
 ET0222  STATE/COUNTY-  AZ/YAVAPAI
 ET0222  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0222
 ET0222                         *CURRENT SURVEY CONTROL
 ET0222  ___________________________________________________________________
 ET0222* NAD 83(1986)-  34 22 01.     (N)    112 06 50.     (W)     SCALED    
 ET0222* NAVD 88     -      1127.49   (+/-2cm)    3699.1    (feet)  VERTCON   
 ET0222  ___________________________________________________________________
 ET0222  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0222
 ET0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0222
 ET0222.The horizontal coordinates were scaled from a topographic map and have
 ET0222.an estimated accuracy of +/- 6 seconds.
 ET0222
 ET0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0222.The vertical order pertains to the NGVD 29 superseded value.
 ET0222
 ET0222.The geoid height was determined by GEOID03.
 ET0222
 ET0222;                    North         East    Units  Estimated Accuracy
 ET0222;SPC AZ C     -   373,370.      195,220.      MT  (+/- 180 meters Scaled)
 ET0222
 ET0222                          SUPERSEDED SURVEY CONTROL
 ET0222
 ET0222  NGVD 29 (??/??/92) 1126.793  (m)         3696.82   (f) ADJ UNCH    2 0
 ET0222
 ET0222.Superseded values are not recommended for survey control.
 ET0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0222.See file dsdata.txt to determine how the superseded data were derived.
 ET0222
 ET0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD975034(NAD 83)
 ET0222_MARKER: DB = BENCH MARK DISK
 ET0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0222_SP_SET: BRIDGE
 ET0222_STAMPING: E 343 1958
 ET0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0222
 ET0222  HISTORY     - Date     Condition        Report By
 ET0222  HISTORY     - 1958     MONUMENTED       CGS
 ET0222  HISTORY     - 1974     GOOD             USGS
 ET0222
 ET0222                          STATION DESCRIPTION
 ET0222
 ET0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0222'22.8 MI N FROM BLACK CANYON.
 ET0222'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0222'CANYON, THENCE 3.1 MILES NORTH ALONG STATE HIGHWAY 79, 0.65 MILE SOUTH
 ET0222'OF MILE POST NUMBER 266, 20 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0222'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE EAST ABUTMENT OF
 ET0222'A CONCRETE BRIDGE OVER A LARGE WASH.
 ET0222
 ET0222                          STATION RECOVERY (1974)
 ET0222
 ET0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0222'22.8 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0222'CANYON CITY, 3.1 MILES NORTH OF CORDES JUNCTION, 0.65 MILE SOUTH OF
 ET0222'MILE POST NUMBER 266, 20 FEET EAST OF THE CENTER OF THE SOUTHBOUND
 ET0222'LANES, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE EAST
 ET0222'ABUTMENT OF A CONCRETE BRIDGE OVER THE AGUA FRIA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0909 ***********************************************************************
 DA0909  DESIGNATION -  E 344
 DA0909  PID         -  DA0909
 DA0909  STATE/COUNTY-  AZ/PIMA
 DA0909  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0909
 DA0909                         *CURRENT SURVEY CONTROL
 DA0909  ___________________________________________________________________
 DA0909* NAD 83(1986)-  32 04 43.     (N)    113 14 31.     (W)     SCALED    
 DA0909* NAVD 88     -       325.61   (+/-2cm)    1068.3    (feet)  VERTCON   
 DA0909  ___________________________________________________________________
 DA0909  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DA0909
 DA0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0909
 DA0909.The horizontal coordinates were scaled from a topographic map and have
 DA0909.an estimated accuracy of +/- 6 seconds.
 DA0909
 DA0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0909.The vertical order pertains to the NGVD 29 superseded value.
 DA0909
 DA0909.The geoid height was determined by GEOID03.
 DA0909
 DA0909;                    North         East    Units  Estimated Accuracy
 DA0909;SPC AZ C     -   120,350.       88,250.      MT  (+/- 180 meters Scaled)
 DA0909
 DA0909                          SUPERSEDED SURVEY CONTROL
 DA0909
 DA0909  NGVD 29 (??/??/92)  324.920  (m)         1066.01   (f) ADJ UNCH    2 0
 DA0909
 DA0909.Superseded values are not recommended for survey control.
 DA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0909.See file dsdata.txt to determine how the superseded data were derived.
 DA0909
 DA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA883513(NAD 83)
 DA0909_MARKER: DB = BENCH MARK DISK
 DA0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0909_SP_SET: CONCRETE BASE
 DA0909_STAMPING: E 344 1961
 DA0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0909
 DA0909  HISTORY     - Date     Condition        Report By
 DA0909  HISTORY     - 1961     MONUMENTED       CGS
 DA0909  HISTORY     - 1962     GOOD             NGS
 DA0909
 DA0909                          STATION DESCRIPTION
 DA0909
 DA0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0909'39.1 MI SW FROM AJO.
 DA0909'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0909'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0909'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0909'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0909'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0909'ALONG A TRAIL ROAD.  THENCH 5.2 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0909'ROAD, 2.1 MILES GENERAL EASTERLY DIRECTION FROM A 4X4-INCH WHITE
 DA0909'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 32, 1.5
 DA0909'MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0909'PROJECTS 16 FEET AND IS NUMBERED 53, AT THE JUNCTION OF THE TRAIL ROAD
 DA0909'AND ANOTHER TRAIL ROAD, 122 FEET SOUTHEAST OF THE CENTER LINE OF A
 DA0909'NORTHEAST-SOUTHWEST TRAIL ROAD, 11 FEET EAST OF THE CENTER LINE OF A
 DA0909'TRAIL ROAD LEADING SOUTH, ABOUT LEVEL WITH THE TRAIL ROADS, SET FLUSH
 DA0909'IN THE TOP OF A CONCRETE BASE OF A 2X2-FEET SQUARE METAL SIGN READING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0203 ***********************************************************************
 ET0203  DESIGNATION -  E 344
 ET0203  PID         -  ET0203
 ET0203  STATE/COUNTY-  AZ/YAVAPAI
 ET0203  USGS QUAD   -  CHERRY (1973)
 ET0203
 ET0203                         *CURRENT SURVEY CONTROL
 ET0203  ___________________________________________________________________
 ET0203* NAD 83(1986)-  34 30 01.     (N)    112 00 04.     (W)     SCALED    
 ET0203* NAVD 88     -      1361.92   (+/-2cm)    4468.2    (feet)  VERTCON   
 ET0203  ___________________________________________________________________
 ET0203  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0203
 ET0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0203
 ET0203.The horizontal coordinates were scaled from a topographic map and have
 ET0203.an estimated accuracy of +/- 6 seconds.
 ET0203
 ET0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0203.The vertical order pertains to the NGVD 29 superseded value.
 ET0203
 ET0203.The geoid height was determined by GEOID03.
 ET0203
 ET0203;                    North         East    Units  Estimated Accuracy
 ET0203;SPC AZ C     -   388,150.      205,610.      MT  (+/- 180 meters Scaled)
 ET0203
 ET0203                          SUPERSEDED SURVEY CONTROL
 ET0203
 ET0203  NGVD 29 (??/??/92) 1361.108  (m)         4465.57   (f) ADJ UNCH    2 0
 ET0203
 ET0203.Superseded values are not recommended for survey control.
 ET0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0203.See file dsdata.txt to determine how the superseded data were derived.
 ET0203
 ET0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD080180(NAD 83)
 ET0203_MARKER: DB = BENCH MARK DISK
 ET0203_SETTING: 66 = SET IN ROCK OUTCROP
 ET0203_SP_SET: ROCK OUTCROP
 ET0203_STAMPING: E 344 1959
 ET0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0203+STABILITY: POSITION/ELEVATION WELL
 ET0203
 ET0203  HISTORY     - Date     Condition        Report By
 ET0203  HISTORY     - 1959     MONUMENTED       CGS
 ET0203
 ET0203                          STATION DESCRIPTION
 ET0203
 ET0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0203'11.3 MI SW FROM CAMP VERDE.
 ET0203'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0203'OFFICE IN CAMP VERDE, THENCE 8.3 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0203'0.3 MILE NORTH OF MILEPOST 277 122 FEET EAST OF THE CENTER OF THE
 ET0203'HIGHWAY, 25 FEET EAST OF THE FENCE, 15 FEET EAST OF THE WITNESS POST,
 ET0203'CEMENTED IN A DRILL HOLE 2 FEET NORTH OF THE SOUTH EDGE OF A LARGE
 ET0203'ROCK OUTCROP THAT IS ABOUT 5 FEET LOWER THAN THE HIGHWAY, SOUTHEAST OF
 ET0203'A LARGE HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0884 ***********************************************************************
 DA0884  DESIGNATION -  E 345
 DA0884  PID         -  DA0884
 DA0884  STATE/COUNTY-  AZ/PIMA
 DA0884  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0884
 DA0884                         *CURRENT SURVEY CONTROL
 DA0884  ___________________________________________________________________
 DA0884* NAD 83(1986)-  32 12 25.     (N)    113 05 58.     (W)     SCALED    
 DA0884* NAVD 88     -       316.30   (+/-2cm)    1037.7    (feet)  VERTCON   
 DA0884  ___________________________________________________________________
 DA0884  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA0884
 DA0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0884
 DA0884.The horizontal coordinates were scaled from a topographic map and have
 DA0884.an estimated accuracy of +/- 6 seconds.
 DA0884
 DA0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0884.The vertical order pertains to the NGVD 29 superseded value.
 DA0884
 DA0884.The geoid height was determined by GEOID03.
 DA0884
 DA0884;                    North         East    Units  Estimated Accuracy
 DA0884;SPC AZ C     -   134,430.      101,860.      MT  (+/- 180 meters Scaled)
 DA0884
 DA0884                          SUPERSEDED SURVEY CONTROL
 DA0884
 DA0884  NGVD 29 (??/??/92)  315.613  (m)         1035.47   (f) ADJ UNCH    2 0
 DA0884
 DA0884.Superseded values are not recommended for survey control.
 DA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0884.See file dsdata.txt to determine how the superseded data were derived.
 DA0884
 DA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA021653(NAD 83)
 DA0884_MARKER: DB = BENCH MARK DISK
 DA0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0884_STAMPING: E 345 1961
 DA0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0884+STABILITY: SURFACE MOTION
 DA0884
 DA0884  HISTORY     - Date     Condition        Report By
 DA0884  HISTORY     - 1961     MONUMENTED       CGS
 DA0884  HISTORY     - 1962     GOOD             NGS
 DA0884
 DA0884                          STATION DESCRIPTION
 DA0884
 DA0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0884'30.15 MI SW FROM AJO.
 DA0884'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0884'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0884'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0884'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0884'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0884'ALONG A TRAIL ROAD.  THENCE 6.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0884'2.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0884'PROJECTS 16 FEET AND IS NUMBERED 47, 2.15 MILES NORTHWEST OF A
 DA0884'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0884'NUMBERED 48, 1.0 MILES NORTHWEST OF A BOUNDARY FENCE CORNER OF THE
 DA0884'CABEZA PRIETA GAME REFUGE, 26 FEET NORTH OF THE CENTER LINE OF THE
 DA0884'ROAD, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0884'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0344 ***********************************************************************
 FQ0344  DESIGNATION -  E 345
 FQ0344  PID         -  FQ0344
 FQ0344  STATE/COUNTY-  AZ/COCONINO
 FQ0344  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0344
 FQ0344                         *CURRENT SURVEY CONTROL
 FQ0344  ___________________________________________________________________
 FQ0344* NAD 83(1986)-  35 02 26.     (N)    111 41 04.     (W)     SCALED    
 FQ0344* NAVD 88     -      2013.110  (meters)    6604.68   (feet)  ADJUSTED  
 FQ0344  ___________________________________________________________________
 FQ0344  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0344  DYNAMIC HT  -        2010.248 (meters)    6595.29  (feet)  COMP
 FQ0344  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 FQ0344
 FQ0344  VERT ORDER  -  SECOND    CLASS 0
 FQ0344
 FQ0344.The horizontal coordinates were scaled from a topographic map and have
 FQ0344.an estimated accuracy of +/- 6 seconds.
 FQ0344
 FQ0344.The orthometric height was determined by differential leveling
 FQ0344.and adjusted by the National Geodetic Survey in June 1991..
 FQ0344
 FQ0344.The geoid height was determined by GEOID03.
 FQ0344
 FQ0344.The dynamic height is computed by dividing the NAVD 88
 FQ0344.geopotential number by the normal gravity value computed on the
 FQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0344.degrees latitude (g = 980.6199 gals.).
 FQ0344
 FQ0344.The modeled gravity was interpolated from observed gravity values.
 FQ0344
 FQ0344;                    North         East    Units  Estimated Accuracy
 FQ0344;SPC AZ C     -   448,100.      234,550.      MT  (+/- 180 meters Scaled)
 FQ0344
 FQ0344                          SUPERSEDED SURVEY CONTROL
 FQ0344
 FQ0344  NGVD 29 (??/??/92) 2012.103  (m)         6601.37   (f) ADJ UNCH    2 0
 FQ0344
 FQ0344.Superseded values are not recommended for survey control.
 FQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0344.See file dsdata.txt to determine how the superseded data were derived.
 FQ0344
 FQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375777(NAD 83)
 FQ0344_MARKER: DB = BENCH MARK DISK
 FQ0344_SETTING: 0 = UNSPECIFIED SETTING
 FQ0344_STAMPING: E 345 1959
 FQ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0344
 FQ0344  HISTORY     - Date     Condition        Report By
 FQ0344  HISTORY     - 1959     MONUMENTED       CGS
 FQ0344
 FQ0344                          STATION DESCRIPTION
 FQ0344
 FQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0344'10.4 MI SW FROM FLAGSTAFF.
 FQ0344'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0344'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0344'THENCE 9.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 56 FEET EAST OF
 FQ0344'THE CENTER OF THE HIGHWAY, 6 FEET NORTH OF THE WITNESS POST, 5 FEET
 FQ0344'NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BRIDGE THAT
 FQ0344'IS ABOUT 15 FEET LOWER THAN THE HIGHWAY, (THERE IS A LARGE FILL FOR
 FQ0344'THE HIGHWAY BEFORE REACHING THIS BRIDGE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1014 ***********************************************************************
 DA1014  DESIGNATION -  E 346
 DA1014  PID         -  DA1014
 DA1014  STATE/COUNTY-  AZ/YUMA
 DA1014  USGS QUAD   -  LAS PLAYAS (1990)
 DA1014
 DA1014                         *CURRENT SURVEY CONTROL
 DA1014  ___________________________________________________________________
 DA1014* NAD 83(1986)-  32 05 23.     (N)    113 29 36.     (W)     SCALED    
 DA1014* NAVD 88     -       229.96   (+/-2cm)     754.5    (feet)  VERTCON   
 DA1014  ___________________________________________________________________
 DA1014  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DA1014
 DA1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1014
 DA1014.The horizontal coordinates were scaled from a topographic map and have
 DA1014.an estimated accuracy of +/- 6 seconds.
 DA1014
 DA1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1014.The vertical order pertains to the NGVD 29 superseded value.
 DA1014
 DA1014.The geoid height was determined by GEOID03.
 DA1014
 DA1014;                    North         East    Units  Estimated Accuracy
 DA1014;SPC AZ W     -   120,850.      237,590.      MT  (+/- 180 meters Scaled)
 DA1014
 DA1014                          SUPERSEDED SURVEY CONTROL
 DA1014
 DA1014  NGVD 29 (??/??/92)  229.275  (m)          752.21   (f) ADJ UNCH    2 0
 DA1014
 DA1014.Superseded values are not recommended for survey control.
 DA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1014.See file dsdata.txt to determine how the superseded data were derived.
 DA1014
 DA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA646531(NAD 83)
 DA1014_MARKER: DB = BENCH MARK DISK
 DA1014_SETTING: 66 = SET IN ROCK OUTCROP
 DA1014_SP_SET: LAVA ROCK
 DA1014_STAMPING: E 346 1961
 DA1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1014+STABILITY: POSITION/ELEVATION WELL
 DA1014
 DA1014  HISTORY     - Date     Condition        Report By
 DA1014  HISTORY     - 1961     MONUMENTED       CGS
 DA1014  HISTORY     - 1962     GOOD             NGS
 DA1014
 DA1014                          STATION DESCRIPTION
 DA1014
 DA1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1014'19.4 MI SE FROM TULE WELL.
 DA1014'ABOUT 19.4 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1014'COMMISSION SHELTER AT TULE WELL, 7.2 MILES SOUTHEAST OF A 4X4-INCH
 DA1014'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1014'0.3 MILE SOUTH-SOUTHEAST AND 6.8 MILES NORTHWEST OF A 4X4-INCH WHITE
 DA1014'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, 150
 DA1014'FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE WEST EDGE OF SOME
 DA1014'SAND DUNES, SET IN THE TOP OF A LARGE LAVA ROCK WHICH IS FLUSH WITH
 DA1014'THE GROUND, 165 FEET NORTH OF THE UNITED STATES-MEXICO BORDER FENCE, 1
 DA1014'1/2 FEET SOUTH OF A CAIRN, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 DA1014'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0061 ***********************************************************************
 ES0061  DESIGNATION -  E 346
 ES0061  PID         -  ES0061
 ES0061  STATE/COUNTY-  AZ/NAVAJO
 ES0061  USGS QUAD   -  JOSEPH CITY (1986)
 ES0061
 ES0061                         *CURRENT SURVEY CONTROL
 ES0061  ___________________________________________________________________
 ES0061* NAD 83(1986)-  34 57 22.     (N)    110 20 03.     (W)     SCALED    
 ES0061* NAVD 88     -      1528.160  (meters)    5013.64   (feet)  ADJUSTED  
 ES0061  ___________________________________________________________________
 ES0061  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0061  DYNAMIC HT  -        1526.105 (meters)    5006.90  (feet)  COMP
 ES0061  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 ES0061
 ES0061  VERT ORDER  -  FIRST     CLASS II
 ES0061
 ES0061.The horizontal coordinates were scaled from a topographic map and have
 ES0061.an estimated accuracy of +/- 6 seconds.
 ES0061
 ES0061.The orthometric height was determined by differential leveling
 ES0061.and adjusted by the National Geodetic Survey in June 1991..
 ES0061
 ES0061.The geoid height was determined by GEOID03.
 ES0061
 ES0061.The dynamic height is computed by dividing the NAVD 88
 ES0061.geopotential number by the normal gravity value computed on the
 ES0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0061.degrees latitude (g = 980.6199 gals.).
 ES0061
 ES0061.The modeled gravity was interpolated from observed gravity values.
 ES0061
 ES0061;                    North         East    Units  Estimated Accuracy
 ES0061;SPC AZ E     -   438,720.      198,060.      MT  (+/- 180 meters Scaled)
 ES0061
 ES0061                          SUPERSEDED SURVEY CONTROL
 ES0061
 ES0061  NGVD 29 (??/??/92) 1527.393  (m)         5011.12   (f) ADJ UNCH    1 2
 ES0061
 ES0061.Superseded values are not recommended for survey control.
 ES0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0061.See file dsdata.txt to determine how the superseded data were derived.
 ES0061
 ES0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD607683(NAD 83)
 ES0061_MARKER: DB = BENCH MARK DISK
 ES0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0061_SP_SET: CONCRETE MASS
 ES0061_STAMPING: E 346 1959
 ES0061_MARK LOGO: CGS   
 ES0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0061
 ES0061  HISTORY     - Date     Condition        Report By
 ES0061  HISTORY     - 1959     MONUMENTED       CGS
 ES0061  HISTORY     - 1983     GOOD             NGS
 ES0061
 ES0061                          STATION DESCRIPTION
 ES0061
 ES0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0061'IN JOSEPH CITY.
 ES0061'AT JOSEPH CITY, NAVAJO COUNTY, 47 FEET SOUTH OF THE CENTER OF THE
 ES0061'HIGHWAY, 15 INCHES WEST OF THE NORTHWEST CORNER OF THE JOSEPH CITY
 ES0061'POST OFFICE, CEMENTED IN A DRILL HOLE IN CONCRETE, AND IS FLUSH WITH
 ES0061'THE SURFACE.
 ES0061
 ES0061                          STATION RECOVERY (1983)
 ES0061
 ES0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1002 ***********************************************************************
 DA1002  DESIGNATION -  E 347
 DA1002  PID         -  DA1002
 DA1002  STATE/COUNTY-  AZ/YUMA
 DA1002  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1002
 DA1002                         *CURRENT SURVEY CONTROL
 DA1002  ___________________________________________________________________
 DA1002* NAD 83(1986)-  32 08 32.     (N)    113 39 46.     (W)     SCALED    
 DA1002* NAVD 88     -       314.69   (+/-2cm)    1032.4    (feet)  VERTCON   
 DA1002  ___________________________________________________________________
 DA1002  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1002
 DA1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1002
 DA1002.The horizontal coordinates were scaled from a topographic map and have
 DA1002.an estimated accuracy of +/- 6 seconds.
 DA1002
 DA1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1002.The vertical order pertains to the NGVD 29 superseded value.
 DA1002
 DA1002.The geoid height was determined by GEOID03.
 DA1002
 DA1002;                    North         East    Units  Estimated Accuracy
 DA1002;SPC AZ W     -   126,640.      221,590.      MT  (+/- 180 meters Scaled)
 DA1002
 DA1002                          SUPERSEDED SURVEY CONTROL
 DA1002
 DA1002  NGVD 29 (??/??/92)  314.000  (m)         1030.18   (f) ADJ UNCH    2 0
 DA1002
 DA1002.Superseded values are not recommended for survey control.
 DA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1002.See file dsdata.txt to determine how the superseded data were derived.
 DA1002
 DA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA488593(NAD 83)
 DA1002_MARKER: DB = BENCH MARK DISK
 DA1002_SETTING: 66 = SET IN ROCK OUTCROP
 DA1002_SP_SET: ROCK OUTCROP
 DA1002_STAMPING: E 347 1961
 DA1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1002+STABILITY: POSITION/ELEVATION WELL
 DA1002
 DA1002  HISTORY     - Date     Condition        Report By
 DA1002  HISTORY     - 1961     MONUMENTED       CGS
 DA1002  HISTORY     - 1962     GOOD             NGS
 DA1002
 DA1002                          STATION DESCRIPTION
 DA1002
 DA1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1002'8.1 MI SE FROM TULE WELL.
 DA1002'ABOUT 8.1 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1002'COMMISSION SHELTER AT TULE WELL.  4.1 MILES NORTHWEST OF A 4X4-INCH
 DA1002'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1002'100 YARDS NORTHWEST OF A CURVE IN THE ROAD, ON THE NORTH SLOPE OF A
 DA1002'ROCKY HILL, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN
 DA1002'THE TOP OF A ROCK OUTCROP WHICH PROJECTS 4 INCHES ABOVE THE GROUND,
 DA1002'42.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 10 FEET ABOVE THE
 DA1002'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0216 ***********************************************************************
 FP0216  DESIGNATION -  E 347
 FP0216  PID         -  FP0216
 FP0216  STATE/COUNTY-  AZ/APACHE
 FP0216  USGS QUAD   -  SANDERS (1971)
 FP0216
 FP0216                         *CURRENT SURVEY CONTROL
 FP0216  ___________________________________________________________________
 FP0216* NAD 83(1986)-  35 12 12.     (N)    109 22 20.     (W)     SCALED    
 FP0216* NAVD 88     -      1768.055  (meters)    5800.69   (feet)  ADJUSTED  
 FP0216  ___________________________________________________________________
 FP0216  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 FP0216  DYNAMIC HT  -        1765.594 (meters)    5792.62  (feet)  COMP
 FP0216  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0216
 FP0216  VERT ORDER  -  SECOND    CLASS 0
 FP0216
 FP0216.The horizontal coordinates were scaled from a topographic map and have
 FP0216.an estimated accuracy of +/- 6 seconds.
 FP0216
 FP0216.The orthometric height was determined by differential leveling
 FP0216.and adjusted by the National Geodetic Survey in June 1991..
 FP0216
 FP0216.The geoid height was determined by GEOID03.
 FP0216
 FP0216.The dynamic height is computed by dividing the NAVD 88
 FP0216.geopotential number by the normal gravity value computed on the
 FP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0216.degrees latitude (g = 980.6199 gals.).
 FP0216
 FP0216.The modeled gravity was interpolated from observed gravity values.
 FP0216
 FP0216;                    North         East    Units  Estimated Accuracy
 FP0216;SPC AZ E     -   466,420.      285,700.      MT  (+/- 180 meters Scaled)
 FP0216
 FP0216                          SUPERSEDED SURVEY CONTROL
 FP0216
 FP0216  NGVD 29 (??/??/92) 1767.119  (m)         5797.62   (f) ADJ UNCH    2 0
 FP0216
 FP0216.Superseded values are not recommended for survey control.
 FP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0216.See file dsdata.txt to determine how the superseded data were derived.
 FP0216
 FP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD481968(NAD 83)
 FP0216_MARKER: DB = BENCH MARK DISK
 FP0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0216_SP_SET: BRIDGE
 FP0216_STAMPING: E 347 1959
 FP0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0216
 FP0216  HISTORY     - Date     Condition        Report By
 FP0216  HISTORY     - 1959     MONUMENTED       CGS
 FP0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0216
 FP0216                          STATION DESCRIPTION
 FP0216
 FP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0216'2.6 MI W FROM SANDERS.
 FP0216'2.6 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0216'0.1 MILE WEST OF MILEPOST 359, ABOUT 0.05 MILE EAST OF THE WHITE
 FP0216'ELEPHANT LODGE, 23 FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED
 FP0216'IN A DRILL HOLE 10 FEET WEST OF THE EAST END OF THE SOUTH HEADWALL OF
 FP0216'A CONCRETE BRIDGE.
 FP0216
 FP0216                          STATION RECOVERY (1983)
 FP0216
 FP0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0016 ***********************************************************************
 DB0016  DESIGNATION -  E 348
 DB0016  PID         -  DB0016
 DB0016  STATE/COUNTY-  AZ/YUMA
 DB0016  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0016
 DB0016                         *CURRENT SURVEY CONTROL
 DB0016  ___________________________________________________________________
 DB0016* NAD 83(1986)-  32 19 21.     (N)    114 06 07.     (W)     SCALED    
 DB0016* NAVD 88     -       301.86   (+/-2cm)     990.4    (feet)  VERTCON   
 DB0016  ___________________________________________________________________
 DB0016  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0016
 DB0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0016
 DB0016.The horizontal coordinates were scaled from a topographic map and have
 DB0016.an estimated accuracy of +/- 6 seconds.
 DB0016
 DB0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0016.The vertical order pertains to the NGVD 29 superseded value.
 DB0016
 DB0016.The geoid height was determined by GEOID03.
 DB0016
 DB0016;                    North         East    Units  Estimated Accuracy
 DB0016;SPC AZ W     -   146,690.      180,220.      MT  (+/- 180 meters Scaled)
 DB0016
 DB0016                          SUPERSEDED SURVEY CONTROL
 DB0016
 DB0016  NGVD 29 (??/??/??)  301.167  (m)          988.08   (f) ADJUSTED    2 0
 DB0016
 DB0016.Superseded values are not recommended for survey control.
 DB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0016.See file dsdata.txt to determine how the superseded data were derived.
 DB0016
 DB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR728798(NAD 83)
 DB0016_MARKER: DB = BENCH MARK DISK
 DB0016_SETTING: 66 = SET IN ROCK OUTCROP
 DB0016_SP_SET: ROCK OUTCROP
 DB0016_STAMPING: E 348 1962
 DB0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0016+STABILITY: POSITION/ELEVATION WELL
 DB0016
 DB0016  HISTORY     - Date     Condition        Report By
 DB0016  HISTORY     - 1962     MONUMENTED       CGS
 DB0016
 DB0016                          STATION DESCRIPTION
 DB0016
 DB0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0016'41 MI SSW FROM LIGURTA.
 DB0016'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0016'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0016'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0016'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0016'A WASH, THENCE 21.85 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, OR
 DB0016'ABOUT 24.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0016'GAME COMMISSION SHELTER AT TULE WELL, 0.55 MILE NORTH-NORTHWEST
 DB0016'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0016'AND IS NUMBERED 14, ON THE SOUTHWEST SIDE OF A SMALL LONE
 DB0016'PYRAMIDAL SHAPED ROCK FORMATION, 15 FEET WEST-NORTHWEST OF A
 DB0016'LONE SCRUB TREE, 88 FEET NORTHEAST OF THE CENTER LINE OF THE
 DB0016'TRAIL ROAD, 73.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DB0016'5 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DB0016'ROCK OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0601 ***********************************************************************
 CG0601  DESIGNATION -  E 348
 CG0601  PID         -  CG0601
 CG0601  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0601  USGS QUAD   -  TUBAC (1981)
 CG0601
 CG0601                         *CURRENT SURVEY CONTROL
 CG0601  ___________________________________________________________________
 CG0601* NAD 83(1986)-  31 30 40.     (N)    111 00 48.     (W)     SCALED    
 CG0601* NAVD 88     -      1023.747  (meters)    3358.74   (feet)  ADJUSTED  
 CG0601  ___________________________________________________________________
 CG0601  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0601  DYNAMIC HT  -        1022.190 (meters)    3353.64  (feet)  COMP
 CG0601  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 CG0601
 CG0601  VERT ORDER  -  FIRST     CLASS II
 CG0601
 CG0601.The horizontal coordinates were scaled from a topographic map and have
 CG0601.an estimated accuracy of +/- 6 seconds.
 CG0601
 CG0601.The orthometric height was determined by differential leveling
 CG0601.and adjusted by the National Geodetic Survey in June 1991..
 CG0601
 CG0601.The geoid height was determined by GEOID03.
 CG0601
 CG0601.The dynamic height is computed by dividing the NAVD 88
 CG0601.geopotential number by the normal gravity value computed on the
 CG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0601.degrees latitude (g = 980.6199 gals.).
 CG0601
 CG0601.The modeled gravity was interpolated from observed gravity values.
 CG0601
 CG0601;                    North         East    Units  Estimated Accuracy
 CG0601;SPC AZ C     -    57,020.      299,160.      MT  (+/- 180 meters Scaled)
 CG0601
 CG0601                          SUPERSEDED SURVEY CONTROL
 CG0601
 CG0601  NGVD 29 (??/??/92) 1022.889  (m)         3355.93   (f) ADJ UNCH    1 2
 CG0601
 CG0601.Superseded values are not recommended for survey control.
 CG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0601.See file dsdata.txt to determine how the superseded data were derived.
 CG0601
 CG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV987862(NAD 83)
 CG0601_MARKER: DB = BENCH MARK DISK
 CG0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0601_SP_SET: BRIDGE
 CG0601_STAMPING: E 348 1959
 CG0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0601
 CG0601  HISTORY     - Date     Condition        Report By
 CG0601  HISTORY     - 1959     MONUMENTED       CGS
 CG0601  HISTORY     - 1979     GOOD             USGS
 CG0601  HISTORY     - 1980     GOOD             NGS
 CG0601  HISTORY     - 19981006 GOOD             USPSQD
 CG0601
 CG0601                          STATION DESCRIPTION
 CG0601
 CG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0601'13.0 MI N FROM NOGALES.
 CG0601'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE ACROSS THE
 CG0601'RAILROAD TRACKS, THENCE 13.0 MILES NORTH ALONG U.S. HIGHWAY 89, 0.35
 CG0601'MILE NORTH OF MILEPOST 14, 21 FEET EAST OF THE CENTER OF THE HIGHWAY,
 CG0601'3.5 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 4
 CG0601'FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE CONCRETE
 CG0601'BRIDGE.
 CG0601
 CG0601                          STATION RECOVERY (1979)
 CG0601
 CG0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0601'0.9 MILES SOUTH OF POST OFFICE AT TUMACACORI ALONG FRONTAGE ROAD,
 CG0601'THENCE RIGHT WEST 0.2 MILES, THENCE LEFT SOUTH 4.1 MILES ALONG US
 CG0601'INTERSTATE 19 TO BRIDGE ON DOUTH BOUND LANES. BENCH MARK IS IN
 CG0601'SOUTHEAST HEADWALL, 2.1 FEET EAST OF CENTERLINE OF ROAD, 4 FEET NORTH
 CG0601'OF SOUTH END OF EAST HEADWALL, 3.5 FEET NORTHWEST OF WITNESS POST.
 CG0601
 CG0601                          STATION RECOVERY (1980)
 CG0601
 CG0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0601'7.4 KILOMETERS (4.6 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0601'FROM THE INTERCHANGE BRIDGE AT TUMACACORI, AT A CONCRETE BRIDGE OVER
 CG0601'PECK CANYON WASH, IN TOP OF AND 1.1 METERS (3.7 FEET) NORTHWEST OF
 CG0601'THE SOUTHEAST END OF THE NORTHEAST CURB OF THE SOUTHBOUND TRAFFIC
 CG0601'LANE, 5.7 METERS (18.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CG0601'SOUTHBOUND LANE.
 CG0601'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 CG0601'THE MARK IS 0.4 M ABOVE THE BRIDGE FLOOR.
 CG0601
 CG0601                          STATION RECOVERY (1998)
 CG0601
 CG0601'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0944 ***********************************************************************
 DA0944  DESIGNATION -  E 349
 DA0944  PID         -  DA0944
 DA0944  STATE/COUNTY-  AZ/YUMA
 DA0944  USGS QUAD   -  COYOTE WATER (1990)
 DA0944
 DA0944                         *CURRENT SURVEY CONTROL
 DA0944  ___________________________________________________________________
 DA0944* NAD 83(1986)-  32 20 43.     (N)    113 54 07.     (W)     SCALED    
 DA0944* NAVD 88     -       369.97   (+/-2cm)    1213.8    (feet)  VERTCON   
 DA0944  ___________________________________________________________________
 DA0944  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA0944
 DA0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0944
 DA0944.The horizontal coordinates were scaled from a topographic map and have
 DA0944.an estimated accuracy of +/- 6 seconds.
 DA0944
 DA0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0944.The vertical order pertains to the NGVD 29 superseded value.
 DA0944
 DA0944.The geoid height was determined by GEOID03.
 DA0944
 DA0944;                    North         East    Units  Estimated Accuracy
 DA0944;SPC AZ W     -   149,170.      199,060.      MT  (+/- 180 meters Scaled)
 DA0944
 DA0944                          SUPERSEDED SURVEY CONTROL
 DA0944
 DA0944  NGVD 29 (??/??/92)  369.271  (m)         1211.52   (f) ADJ UNCH    2 0
 DA0944
 DA0944.Superseded values are not recommended for survey control.
 DA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0944.See file dsdata.txt to determine how the superseded data were derived.
 DA0944
 DA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA268824(NAD 83)
 DA0944_MARKER: DB = BENCH MARK DISK
 DA0944_SETTING: 66 = SET IN ROCK OUTCROP
 DA0944_SP_SET: ROCK OUTCROP
 DA0944_STAMPING: E 349 1961
 DA0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0944+STABILITY: POSITION/ELEVATION WELL
 DA0944
 DA0944  HISTORY     - Date     Condition        Report By
 DA0944  HISTORY     - 1961     MONUMENTED       CGS
 DA0944  HISTORY     - 1962     GOOD             NGS
 DA0944
 DA0944                          STATION DESCRIPTION
 DA0944
 DA0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0944'15.45 MI NW FROM TULE WELL.
 DA0944'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0944'COMMISSION SHELTER AT TULE WELL.  THENCE 12.15 MILES NORTHWEST ALONG A
 DA0944'DIM TRAIL ROAD, 0.15 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0944'POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.1 MILE SOUTH OF THE
 DA0944'TRAIL ROAD, 13 FEET NORTHEAST OF AND AT THE BASE OF A ROCKY
 DA0944'PROJECTION, 118 FEET SOUTH SOUTHWEST OF A METAL WITNESS POST, 18 FEET
 DA0944'SOUTHWEST OF THE CENTER LINE OF A WASH AT THE BASE OF A HILL, AND SET
 DA0944'IN THE TOP OF A LARGE SLOPING ROCK OUTCROP WHICH IS ABOUT 4 FEET ABOVE
 DA0944'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0148 ***********************************************************************
 DA0148  DESIGNATION -  E 349
 DA0148  PID         -  DA0148
 DA0148  STATE/COUNTY-  AZ/PINAL
 DA0148  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0148
 DA0148                         *CURRENT SURVEY CONTROL
 DA0148  ___________________________________________________________________
 DA0148* NAD 83(1986)-  32 49 47.     (N)    112 01 55.     (W)     SCALED    
 DA0148* NAVD 88     -       452.80   (+/-2cm)    1485.6    (feet)  VERTCON   
 DA0148  ___________________________________________________________________
 DA0148  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0148
 DA0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0148
 DA0148.The horizontal coordinates were scaled from a topographic map and have
 DA0148.an estimated accuracy of +/- 6 seconds.
 DA0148
 DA0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0148.The vertical order pertains to the NGVD 29 superseded value.
 DA0148
 DA0148.The geoid height was determined by GEOID03.
 DA0148
 DA0148;                    North         East    Units  Estimated Accuracy
 DA0148;SPC AZ C     -   202,880.      202,570.      MT  (+/- 180 meters Scaled)
 DA0148
 DA0148                          SUPERSEDED SURVEY CONTROL
 DA0148
 DA0148  NGVD 29 (??/??/92)  452.190  (m)         1483.56   (f) ADJ UNCH    2 0
 DA0148
 DA0148.Superseded values are not recommended for survey control.
 DA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0148.See file dsdata.txt to determine how the superseded data were derived.
 DA0148
 DA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034328(NAD 83)
 DA0148_MARKER: DB = BENCH MARK DISK
 DA0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0148_SP_SET: STOVEPIPE
 DA0148_STAMPING: E 349 1960
 DA0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0148
 DA0148  HISTORY     - Date     Condition        Report By
 DA0148  HISTORY     - 1960     MONUMENTED       CGS
 DA0148  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0148
 DA0148                          STATION DESCRIPTION
 DA0148
 DA0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0148'4.9 MI SW FROM STANFIELD.
 DA0148'1.4 MILES WEST FROM THE POST OFFICE AT STANFIELD, THENCE 3.5 MILES
 DA0148'SOUTH ALONG DIRT ROAD, THENCE 2 MILES WEST ALONG NEW HIGHWAY, 150 FEET
 DA0148'SOUTH OF CENTERLINE STAKE 2144, 50 FEET EAST OF A SMALL WASH, 1.5 FEET
 DA0148'EAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 DA0148'PROJECTING 8 INCHES, MARK BEING 2 FEET LOWER THAN CENTERLINE OF
 DA0148'HIGHWAY.
 DA0148
 DA0148                          STATION RECOVERY (1963)
 DA0148
 DA0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0105 ***********************************************************************
 ES0105  DESIGNATION -  E 35
 ES0105  PID         -  ES0105
 ES0105  STATE/COUNTY-  AZ/NAVAJO
 ES0105  USGS QUAD   -  WOODRUFF (1986)
 ES0105
 ES0105                         *CURRENT SURVEY CONTROL
 ES0105  ___________________________________________________________________
 ES0105* NAD 83(1986)-  34 51 58.     (N)    110 01 42.     (W)     SCALED    
 ES0105* NAVD 88     -      1622.446  (meters)    5322.97   (feet)  ADJUSTED  
 ES0105  ___________________________________________________________________
 ES0105  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0105  DYNAMIC HT  -        1620.207 (meters)    5315.63  (feet)  COMP
 ES0105  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 ES0105
 ES0105  VERT ORDER  -  SECOND    CLASS 0
 ES0105
 ES0105.The horizontal coordinates were scaled from a topographic map and have
 ES0105.an estimated accuracy of +/- 6 seconds.
 ES0105
 ES0105.The orthometric height was determined by differential leveling
 ES0105.and adjusted by the National Geodetic Survey in June 1991..
 ES0105
 ES0105.The geoid height was determined by GEOID03.
 ES0105
 ES0105.The dynamic height is computed by dividing the NAVD 88
 ES0105.geopotential number by the normal gravity value computed on the
 ES0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0105.degrees latitude (g = 980.6199 gals.).
 ES0105
 ES0105.The modeled gravity was interpolated from observed gravity values.
 ES0105
 ES0105;                    North         East    Units  Estimated Accuracy
 ES0105;SPC AZ E     -   428,730.      226,010.      MT  (+/- 180 meters Scaled)
 ES0105
 ES0105                          SUPERSEDED SURVEY CONTROL
 ES0105
 ES0105  NGVD 29 (??/??/92) 1621.600  (m)         5320.20   (f) ADJ UNCH    2 0
 ES0105
 ES0105.Superseded values are not recommended for survey control.
 ES0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0105.See file dsdata.txt to determine how the superseded data were derived.
 ES0105
 ES0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD888586(NAD 83)
 ES0105_MARKER: DB = BENCH MARK DISK
 ES0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0105_STAMPING: E 35 1934
 ES0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0105+STABILITY: SURFACE MOTION
 ES0105
 ES0105  HISTORY     - Date     Condition        Report By
 ES0105  HISTORY     - 1934     MONUMENTED       CGS
 ES0105  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0105
 ES0105                          STATION DESCRIPTION
 ES0105
 ES0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0105'8.6 MI SE FROM HOLBROOK.
 ES0105'8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0105'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, ABOUT 500
 ES0105'FEET WEST OF A MILEAGE SIGN, AND 60 FEET NORTH OF THE CENTERLINE OF
 ES0105'THE HIGHWAY.  A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE TOP OF
 ES0105'A CONCRETE POST.
 ES0105
 ES0105                          STATION RECOVERY (1983)
 ES0105
 ES0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0103 ***********************************************************************
 DB0103  DESIGNATION -  E 350
 DB0103  PID         -  DB0103
 DB0103  STATE/COUNTY-  AZ/YUMA
 DB0103  USGS QUAD   -  FORTUNA MINE (1965)
 DB0103
 DB0103                         *CURRENT SURVEY CONTROL
 DB0103  ___________________________________________________________________
 DB0103* NAD 83(1986)-  32 32 38.     (N)    114 20 34.     (W)     SCALED    
 DB0103* NAVD 88     -       202.22   (+/-2cm)     663.5    (feet)  VERTCON   
 DB0103  ___________________________________________________________________
 DB0103  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DB0103
 DB0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0103
 DB0103.The horizontal coordinates were scaled from a topographic map and have
 DB0103.an estimated accuracy of +/- 6 seconds.
 DB0103
 DB0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0103.The vertical order pertains to the NGVD 29 superseded value.
 DB0103
 DB0103.The geoid height was determined by GEOID03.
 DB0103
 DB0103;                    North         East    Units  Estimated Accuracy
 DB0103;SPC AZ W     -   171,330.      157,680.      MT  (+/- 180 meters Scaled)
 DB0103
 DB0103                          SUPERSEDED SURVEY CONTROL
 DB0103
 DB0103  NGVD 29 (??/??/??)  201.552  (m)          661.26   (f) ADJUSTED    2 0
 DB0103
 DB0103.Superseded values are not recommended for survey control.
 DB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0103.See file dsdata.txt to determine how the superseded data were derived.
 DB0103
 DB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS495038(NAD 83)
 DB0103_MARKER: DB = BENCH MARK DISK
 DB0103_SETTING: 66 = SET IN ROCK OUTCROP
 DB0103_SP_SET: ROCK LEDGE
 DB0103_STAMPING: E 350 1962
 DB0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0103+STABILITY: POSITION/ELEVATION WELL
 DB0103
 DB0103  HISTORY     - Date     Condition        Report By
 DB0103  HISTORY     - 1962     MONUMENTED       CGS
 DB0103
 DB0103                          STATION DESCRIPTION
 DB0103
 DB0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0103'18 MI SW FROM LIGURTA.
 DB0103'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0103'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0103'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0103'THENCE 0.85 MILE SOUTHWEST ALONG A VERY DIM TRAIL ROAD WHICH
 DB0103'FOLLOWS A GRAVELED WASH, 0.7 MILE NORTH OF A 4 X 4-INCH WHITE
 DB0103'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 10,
 DB0103'87 FEET WEST OF A GRAVEL WASH, AT THE SOUTHWEST END OF A PROMINENT
 DB0103'SHARP ROCKY HILL WHICH PROJECTS ABOUT 12 FEET ABOVE THE GROUND,
 DB0103'45 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRAIL ROAD, 4.8
 DB0103'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DB0103'THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0971 ***********************************************************************
 DA0971  DESIGNATION -  E 351
 DA0971  PID         -  DA0971
 DA0971  STATE/COUNTY-  AZ/YUMA
 DA0971  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA0971
 DA0971                         *CURRENT SURVEY CONTROL
 DA0971  ___________________________________________________________________
 DA0971* NAD 83(1986)-  32 30 03.     (N)    113 40 52.     (W)     SCALED    
 DA0971* NAVD 88     -       186.36   (+/-2cm)     611.4    (feet)  VERTCON   
 DA0971  ___________________________________________________________________
 DA0971  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DA0971
 DA0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0971
 DA0971.The horizontal coordinates were scaled from a topographic map and have
 DA0971.an estimated accuracy of +/- 6 seconds.
 DA0971
 DA0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0971.The vertical order pertains to the NGVD 29 superseded value.
 DA0971
 DA0971.The geoid height was determined by GEOID03.
 DA0971
 DA0971;                    North         East    Units  Estimated Accuracy
 DA0971;SPC AZ W     -   166,410.      219,830.      MT  (+/- 180 meters Scaled)
 DA0971
 DA0971                          SUPERSEDED SURVEY CONTROL
 DA0971
 DA0971  NGVD 29 (??/??/92)  185.720  (m)          609.32   (f) ADJ UNCH    2 0
 DA0971
 DA0971.Superseded values are not recommended for survey control.
 DA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0971.See file dsdata.txt to determine how the superseded data were derived.
 DA0971
 DA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA481991(NAD 83)
 DA0971_MARKER: DB = BENCH MARK DISK
 DA0971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0971_SP_SET: 15 FT
 DA0971_STAMPING: E 351 1962
 DA0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0971
 DA0971  HISTORY     - Date     Condition        Report By
 DA0971  HISTORY     - 1962     MONUMENTED       CGS
 DA0971
 DA0971                          STATION DESCRIPTION
 DA0971
 DA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0971'24.35 MI SE FROM TACNA.
 DA0971'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0971'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 1.9
 DA0971'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 2.0
 DA0971'MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0971'16 FEET AND IS NUMBERED 18, 43 FEET NORTHEAST OF THE CENTER LINE OF
 DA0971'THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0971'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0971'COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 DA0971'6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0932 ***********************************************************************
 DA0932  DESIGNATION -  E 352
 DA0932  PID         -  DA0932
 DA0932  STATE/COUNTY-  AZ/YUMA
 DA0932  USGS QUAD   -  MONREAL WELL (1990)
 DA0932
 DA0932                         *CURRENT SURVEY CONTROL
 DA0932  ___________________________________________________________________
 DA0932* NAD 83(1986)-  32 28 38.     (N)    113 25 49.     (W)     SCALED    
 DA0932* NAVD 88     -       181.26   (+/-2cm)     594.7    (feet)  VERTCON   
 DA0932  ___________________________________________________________________
 DA0932  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA0932
 DA0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0932
 DA0932.The horizontal coordinates were scaled from a topographic map and have
 DA0932.an estimated accuracy of +/- 6 seconds.
 DA0932
 DA0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0932.The vertical order pertains to the NGVD 29 superseded value.
 DA0932
 DA0932.The geoid height was determined by GEOID03.
 DA0932
 DA0932;                    North         East    Units  Estimated Accuracy
 DA0932;SPC AZ W     -   163,830.      243,410.      MT  (+/- 180 meters Scaled)
 DA0932
 DA0932                          SUPERSEDED SURVEY CONTROL
 DA0932
 DA0932  NGVD 29 (??/??/92)  180.634  (m)          592.63   (f) ADJ UNCH    2 0
 DA0932
 DA0932.Superseded values are not recommended for survey control.
 DA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0932.See file dsdata.txt to determine how the superseded data were derived.
 DA0932
 DA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA716959(NAD 83)
 DA0932_MARKER: DB = BENCH MARK DISK
 DA0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0932_STAMPING: E 352 1961
 DA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0932+STABILITY: SURFACE MOTION
 DA0932
 DA0932  HISTORY     - Date     Condition        Report By
 DA0932  HISTORY     - 1961     MONUMENTED       CGS
 DA0932  HISTORY     - 1962     GOOD             NGS
 DA0932
 DA0932                          STATION DESCRIPTION
 DA0932
 DA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0932'12.65 MI W FROM TONY TANK.
 DA0932'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0932'TONY TANK.  THENCE 10.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 0.5 MILE
 DA0932'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0932'FEET AND IS NUMBERED 38, 60 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA0932'TRAIL ROAD, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA0932'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0932'POST PROJECTING 6 IINCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0789 ***********************************************************************
 DA0789  DESIGNATION -  E 353
 DA0789  PID         -  DA0789
 DA0789  STATE/COUNTY-  AZ/MARICOPA
 DA0789  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0789
 DA0789                         *CURRENT SURVEY CONTROL
 DA0789  ___________________________________________________________________
 DA0789* NAD 83(1986)-  32 32 20.     (N)    113 16 27.     (W)     SCALED    
 DA0789* NAVD 88     -       212.07   (+/-2cm)     695.8    (feet)  VERTCON   
 DA0789  ___________________________________________________________________
 DA0789  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0789
 DA0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0789
 DA0789.The horizontal coordinates were scaled from a topographic map and have
 DA0789.an estimated accuracy of +/- 6 seconds.
 DA0789
 DA0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0789.The vertical order pertains to the NGVD 29 superseded value.
 DA0789
 DA0789.The geoid height was determined by GEOID03.
 DA0789
 DA0789;                    North         East    Units  Estimated Accuracy
 DA0789;SPC AZ C     -   171,430.       85,850.      MT  (+/- 180 meters Scaled)
 DA0789
 DA0789                          SUPERSEDED SURVEY CONTROL
 DA0789
 DA0789  NGVD 29 (??/??/92)  211.446  (m)          693.72   (f) ADJ UNCH    2 0
 DA0789
 DA0789.Superseded values are not recommended for survey control.
 DA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0789.See file dsdata.txt to determine how the superseded data were derived.
 DA0789
 DA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864024(NAD 83)
 DA0789_MARKER: DB = BENCH MARK DISK
 DA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0789_STAMPING: E 353 1961
 DA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0789+STABILITY: SURFACE MOTION
 DA0789
 DA0789  HISTORY     - Date     Condition        Report By
 DA0789  HISTORY     - 1961     MONUMENTED       CGS
 DA0789  HISTORY     - 1962     GOOD             NGS
 DA0789
 DA0789                          STATION DESCRIPTION
 DA0789
 DA0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0789'2.7 MI N FROM TONY TANK.
 DA0789'ABOUT 2.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0789'TONY TANK, 2.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0789'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 1.0 MILES NORTH OF A
 DA0789'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0789'NUMBERED 36, 55 FEET WEST OF U.S.G.S. BENCH MARK 693.98, 27 FEET WEST
 DA0789'OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 DA0789'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0789'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0811 ***********************************************************************
 DA0811  DESIGNATION -  E 354
 DA0811  PID         -  DA0811
 DA0811  STATE/COUNTY-  AZ/MARICOPA
 DA0811  USGS QUAD   -  AZTEC SE (1982)
 DA0811
 DA0811                         *CURRENT SURVEY CONTROL
 DA0811  ___________________________________________________________________
 DA0811* NAD 83(1986)-  32 51 08.     (N)    113 15 31.     (W)     SCALED    
 DA0811* NAVD 88     -       194.65   (+/-2cm)     638.6    (feet)  VERTCON   
 DA0811  ___________________________________________________________________
 DA0811  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA0811
 DA0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0811
 DA0811.The horizontal coordinates were scaled from a topographic map and have
 DA0811.an estimated accuracy of +/- 6 seconds.
 DA0811
 DA0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0811.The vertical order pertains to the NGVD 29 superseded value.
 DA0811
 DA0811.The geoid height was determined by GEOID03.
 DA0811
 DA0811;                    North         East    Units  Estimated Accuracy
 DA0811;SPC AZ C     -   206,160.       87,750.      MT  (+/- 180 meters Scaled)
 DA0811
 DA0811                          SUPERSEDED SURVEY CONTROL
 DA0811
 DA0811  NGVD 29 (??/??/92)  194.050  (m)          636.65   (f) ADJ UNCH    2 0
 DA0811
 DA0811.Superseded values are not recommended for survey control.
 DA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0811.See file dsdata.txt to determine how the superseded data were derived.
 DA0811
 DA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB886371(NAD 83)
 DA0811_MARKER: DB = BENCH MARK DISK
 DA0811_SETTING: 80 = SET IN A BOULDER
 DA0811_SP_SET: BOULDER
 DA0811_STAMPING: E 354 1960
 DA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0811+STABILITY: SURFACE MOTION
 DA0811
 DA0811  HISTORY     - Date     Condition        Report By
 DA0811  HISTORY     - 1960     MONUMENTED       CGS
 DA0811
 DA0811                          STATION DESCRIPTION
 DA0811
 DA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0811'2.45 MI W FROM SENTINEL.
 DA0811'2.45 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0811'106 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A
 DA0811'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN A BOULDER
 DA0811'PROJECTING 1 FOOT AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3280 ***********************************************************************
 AB3280  DESIGNATION -  E 354 RESET
 AB3280  PID         -  AB3280
 AB3280  STATE/COUNTY-  AZ/MARICOPA
 AB3280  USGS QUAD   -  AZTEC SE (1982)
 AB3280
 AB3280                         *CURRENT SURVEY CONTROL
 AB3280  ___________________________________________________________________
 AB3280* NAD 83(1986)-  32 51 08.     (N)    113 15 31.     (W)     SCALED    
 AB3280* NAVD 88     -       194.46   (+/-2cm)     638.0    (feet)  VERTCON   
 AB3280  ___________________________________________________________________
 AB3280  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AB3280
 AB3280  VERT ORDER  -  THIRD (See Below)
 AB3280
 AB3280.The horizontal coordinates were scaled from a topographic map and have
 AB3280.an estimated accuracy of +/- 6 seconds.
 AB3280
 AB3280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3280.The vertical order pertains to the NGVD 29 superseded value.
 AB3280
 AB3280.The geoid height was determined by GEOID03.
 AB3280
 AB3280;                    North         East    Units  Estimated Accuracy
 AB3280;SPC AZ C     -   206,160.       87,750.      MT  (+/- 180 meters Scaled)
 AB3280
 AB3280                          SUPERSEDED SURVEY CONTROL
 AB3280
 AB3280  NGVD 29 (03/28/06)  193.86   (m)          636.0    (f) RESET       3  
 AB3280
 AB3280.Superseded values are not recommended for survey control.
 AB3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3280.See file dsdata.txt to determine how the superseded data were derived.
 AB3280
 AB3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB886371(NAD 83)
 AB3280_MARKER: DV = VERTICAL CONTROL DISK
 AB3280_SETTING: 66 = SET IN ROCK OUTCROP
 AB3280_STAMPING: E 354 RESET 1972
 AB3280_MARK LOGO: NGS   
 AB3280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3280+STABILITY: POSITION/ELEVATION WELL
 AB3280
 AB3280  HISTORY     - Date     Condition        Report By
 AB3280  HISTORY     - 1972     MONUMENTED       AZHD
 AB3280
 AB3280                          STATION DESCRIPTION
 AB3280
 AB3280'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ELE)
 AB3280'2.45 MILES (3.94 KM) WEST ALONG US HIGHWAY 80 FROM WATER TANK IN
 AB3280'SENTINEL, 110 FEET (33.5 M) SOUTH OF EAST BOUND CENTERLINE I-8 AT MILE
 AB3280'POST 84.35, 3 FEET (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 3.5 FEET (1.1
 AB3280'M) HIGHER THAN CENTERLINE OF ROADWAY, 63 FEET (19.2 M) SOUTH OF
 AB3280'ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0991 ***********************************************************************
 DA0991  DESIGNATION -  E 355
 DA0991  PID         -  DA0991
 DA0991  STATE/COUNTY-  AZ/YUMA
 DA0991  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0991
 DA0991                         *CURRENT SURVEY CONTROL
 DA0991  ___________________________________________________________________
 DA0991* NAD 83(1986)-  32 14 37.     (N)    113 42 34.     (W)     SCALED    
 DA0991* NAVD 88     -       330.70   (+/-2cm)    1085.0    (feet)  VERTCON   
 DA0991  ___________________________________________________________________
 DA0991  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DA0991
 DA0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0991
 DA0991.The horizontal coordinates were scaled from a topographic map and have
 DA0991.an estimated accuracy of +/- 6 seconds.
 DA0991
 DA0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0991.The vertical order pertains to the NGVD 29 superseded value.
 DA0991
 DA0991.The geoid height was determined by GEOID03.
 DA0991
 DA0991;                    North         East    Units  Estimated Accuracy
 DA0991;SPC AZ W     -   137,880.      217,180.      MT  (+/- 180 meters Scaled)
 DA0991
 DA0991                          SUPERSEDED SURVEY CONTROL
 DA0991
 DA0991  NGVD 29 (??/??/92)  330.011  (m)         1082.71   (f) ADJ UNCH    2 0
 DA0991
 DA0991.Superseded values are not recommended for survey control.
 DA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0991.See file dsdata.txt to determine how the superseded data were derived.
 DA0991
 DA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA447706(NAD 83)
 DA0991_MARKER: DB = BENCH MARK DISK
 DA0991_SETTING: 0 = UNSPECIFIED SETTING
 DA0991_STAMPING: E 355 1962
 DA0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0991
 DA0991  HISTORY     - Date     Condition        Report By
 DA0991  HISTORY     - 1962     MONUMENTED       CGS
 DA0991
 DA0991                          STATION DESCRIPTION
 DA0991
 DA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0991'3.0 MI NE FROM TULE WELL.
 DA0991'ABOUT 3.0 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0991'COMMISSION SHELTER AT TULE WELL.  1.35 MILES SOUTHWEST OF A 4X4-INCH
 DA0991'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27,
 DA0991'2.9 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0991'PROJECTS 16 FEET AND IS NUMBERED 28, 117 FEET SOUTHEAST OF THE CENTER
 DA0991'LINE OF THE ROAD, SET IN THE TOP OF THE FOOT OF A HILL OF ROCK, 10.5
 DA0991'FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL
 DA0991'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0271 ***********************************************************************
 CZ0271  DESIGNATION -  E 355
 CZ0271  PID         -  CZ0271
 CZ0271  STATE/COUNTY-  AZ/PIMA
 CZ0271  USGS QUAD   -  VAIL (1981)
 CZ0271
 CZ0271                         *CURRENT SURVEY CONTROL
 CZ0271  ___________________________________________________________________
 CZ0271* NAD 83(1986)-  32 00 00.     (N)    110 40 26.     (W)     SCALED    
 CZ0271* NAVD 88     -      1065.038  (meters)    3494.21   (feet)  ADJUSTED  
 CZ0271  ___________________________________________________________________
 CZ0271  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CZ0271  DYNAMIC HT  -        1063.491 (meters)    3489.14  (feet)  COMP
 CZ0271  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 CZ0271
 CZ0271  VERT ORDER  -  FIRST     CLASS II
 CZ0271
 CZ0271.The horizontal coordinates were scaled from a topographic map and have
 CZ0271.an estimated accuracy of +/- 6 seconds.
 CZ0271
 CZ0271.The orthometric height was determined by differential leveling
 CZ0271.and adjusted by the National Geodetic Survey in June 1991..
 CZ0271
 CZ0271.The geoid height was determined by GEOID03.
 CZ0271
 CZ0271.The dynamic height is computed by dividing the NAVD 88
 CZ0271.geopotential number by the normal gravity value computed on the
 CZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0271.degrees latitude (g = 980.6199 gals.).
 CZ0271
 CZ0271.The modeled gravity was interpolated from observed gravity values.
 CZ0271
 CZ0271;                    North         East    Units  Estimated Accuracy
 CZ0271;SPC AZ C     -   111,540.      330,790.      MT  (+/- 180 meters Scaled)
 CZ0271
 CZ0271                          SUPERSEDED SURVEY CONTROL
 CZ0271
 CZ0271  NGVD 29 (??/??/92) 1064.302  (m)         3491.80   (f) ADJ UNCH    1 2
 CZ0271
 CZ0271.Superseded values are not recommended for survey control.
 CZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0271.See file dsdata.txt to determine how the superseded data were derived.
 CZ0271
 CZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA308404(NAD 83)
 CZ0271_MARKER: DB = BENCH MARK DISK
 CZ0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0271_SP_SET: MONUMENT
 CZ0271_STAMPING: E 355 1960
 CZ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0271
 CZ0271  HISTORY     - Date     Condition        Report By
 CZ0271  HISTORY     - 1960     MONUMENTED       CGS
 CZ0271  HISTORY     - 1970     GOOD             NGS
 CZ0271  HISTORY     - 1979     GOOD             NGS
 CZ0271
 CZ0271                          STATION DESCRIPTION
 CZ0271
 CZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CZ0271'21.3 MI SE FROM TUCSON.
 CZ0271'ABOUT 1.1 MILES SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 10 FROM THE
 CZ0271'OVERPASS AND INTERCHANGE WITH ARIZONA STATE HIGHWAY 83 TO THE MARK ON
 CZ0271'THE LEFT IN THE MEDIAN STRIP BETWEEN THE HIGHWAYS.  IT IS 61.5 FEET
 CZ0271'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE, 2 FEET NORTH OF A METAL
 CZ0271'WITNESS POST WITH SIGN AND IS CEMENTED IN THE TOP OF A 12-INCH SQUARE
 CZ0271'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CZ0271
 CZ0271                          STATION RECOVERY (1979)
 CZ0271
 CZ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0271'22.1 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0271'HIGHWAY 89 INTERCHANGE AT TUCSON, ALSO 22.6 MILES WEST OF BENSON,
 CZ0271'0.25 MILE NORTHWEST OF MILE POST 283, BETWEEN THE TRAFFIC LANES, 62
 CZ0271'FEET NORTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 CZ0271'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CZ0271'THE MARK IS 6 FT BELOW EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0514 ***********************************************************************
 GR0514  DESIGNATION -  E 356
 GR0514  PID         -  GR0514
 GR0514  STATE/COUNTY-  AZ/MOHAVE
 GR0514  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0514
 GR0514                         *CURRENT SURVEY CONTROL
 GR0514  ___________________________________________________________________
 GR0514* NAD 83(1986)-  36 07 01.     (N)    114 31 38.     (W)     SCALED    
 GR0514* NAVD 88     -       368.979  (meters)    1210.56   (feet)  POSTED    
 GR0514  ___________________________________________________________________
 GR0514  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR0514  DYNAMIC HT  -         368.610 (meters)    1209.35  (feet)  COMP
 GR0514  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 GR0514
 GR0514  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0514
 GR0514.The horizontal coordinates were scaled from a topographic map and have
 GR0514.an estimated accuracy of +/- 6 seconds.
 GR0514
 GR0514.The orthometric height was determined by differential leveling
 GR0514.and adjusted by the National Geodetic Survey in 1992..
 GR0514.No vertical observational check was made to the station.
 GR0514.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0514.was located on a no-check spur therefore a value was not computed.
 GR0514
 GR0514.The geoid height was determined by GEOID03.
 GR0514
 GR0514.The dynamic height is computed by dividing the NAVD 88
 GR0514.geopotential number by the normal gravity value computed on the
 GR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0514.degrees latitude (g = 980.6199 gals.).
 GR0514
 GR0514.The modeled gravity was interpolated from observed gravity values.
 GR0514
 GR0514;                    North         East    Units  Estimated Accuracy
 GR0514;SPC AZ W     -   567,790.      143,390.      MT  (+/- 180 meters Scaled)
 GR0514
 GR0514                          SUPERSEDED SURVEY CONTROL
 GR0514
 GR0514  NGVD 29 (??/??/92)  368.268  (m)         1208.23   (f) ADJ UNCH    1 2
 GR0514
 GR0514.Superseded values are not recommended for survey control.
 GR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0514.See file dsdata.txt to determine how the superseded data were derived.
 GR0514
 GR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV225997(NAD 83)
 GR0514_MARKER: DB = BENCH MARK DISK
 GR0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0514_STAMPING: E 356 1963
 GR0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0514
 GR0514  HISTORY     - Date     Condition        Report By
 GR0514  HISTORY     - 1963     MONUMENTED       CGS
 GR0514  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0514
 GR0514                          STATION DESCRIPTION
 GR0514
 GR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0514'3.9 MI NW FROM BONELLI LANDING.
 GR0514'3.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0514'BONELLI LANDING, AT A DEEP ROCK CUT, ON THE EAST SIDE OF A ROCKY
 GR0514'RIDGE, 120 FEET WEST OF A WITNESS POST, ABOUT 20 FEET HIGHER THAN THE
 GR0514'WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 GR0514'0.9 FOOT ABOVE THE GROUND.
 GR0514
 GR0514                          STATION RECOVERY (1979)
 GR0514
 GR0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0267 ***********************************************************************
 CG0267  DESIGNATION -  E 358
 CG0267  PID         -  CG0267
 CG0267  STATE/COUNTY-  AZ/PIMA
 CG0267  USGS QUAD   -  SAHUARITA (1981)
 CG0267
 CG0267                         *CURRENT SURVEY CONTROL
 CG0267  ___________________________________________________________________
 CG0267* NAD 83(1986)-  31 58 16.     (N)    110 59 28.     (W)     SCALED    
 CG0267* NAVD 88     -       866.69   (+/-2cm)    2843.5    (feet)  VERTCON   
 CG0267  ___________________________________________________________________
 CG0267  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0267
 CG0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0267
 CG0267.The horizontal coordinates were scaled from a topographic map and have
 CG0267.an estimated accuracy of +/- 6 seconds.
 CG0267
 CG0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0267.The vertical order pertains to the NGVD 29 superseded value.
 CG0267
 CG0267.The geoid height was determined by GEOID03.
 CG0267
 CG0267;                    North         East    Units  Estimated Accuracy
 CG0267;SPC AZ C     -   108,040.      300,840.      MT  (+/- 180 meters Scaled)
 CG0267
 CG0267                          SUPERSEDED SURVEY CONTROL
 CG0267
 CG0267  NGVD 29 (??/??/92)  866.033  (m)         2841.31   (f) ADJ UNCH    2 0
 CG0267
 CG0267.Superseded values are not recommended for survey control.
 CG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0267.See file dsdata.txt to determine how the superseded data were derived.
 CG0267
 CG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA008372(NAD 83)
 CG0267_MARKER: DB = BENCH MARK DISK
 CG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0267_STAMPING: E 358 1960
 CG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0267+STABILITY: SURFACE MOTION
 CG0267
 CG0267  HISTORY     - Date     Condition        Report By
 CG0267  HISTORY     - 1960     MONUMENTED       CGS
 CG0267  HISTORY     - 1976     GOOD             USGS
 CG0267  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 CG0267  HISTORY     - 19990213 GOOD             USPSQD
 CG0267
 CG0267                          STATION DESCRIPTION
 CG0267
 CG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0267'1.5 MI NW FROM SAHUARITA.
 CG0267'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CG0267'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD, THENCE 2.1
 CG0267'MILES SOUTH ON INTERSTATE HIGHWAY 19, 3 FEET SOUTH OF POWER POLE, 200
 CG0267'FEET WEST OF CENTER OF HIGHWAY, 2 FEET WEST OF WITNESS POST, SET IN
 CG0267'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 CG0267
 CG0267                          STATION RECOVERY (1976)
 CG0267
 CG0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0267'9.6 MILES SOUTH OF P.O. AT EMERY PARK, TUCSON, ARIZONA ALONG US HWY
 CG0267'89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO INTERCHANGE, THENCE 2.1
 CG0267'MILES SOUTH ALONG INTERSTATE 19 TO HELMET PARK ROAD SIGN AND POWER
 CG0267'LINE CROSSING, 140 FT WEST OF SOUTHBOUND LANE, 46 FT. WEST OF R/W
 CG0267'FENCE, UNDER A SINGLE POLE POWER LINE. SET IN TOP OF A 1.0 FT. ROUND
 CG0267'CONCRETE POST PROJECTING 0.5 FOOT. A STANDARD DISK STAMPED E358 1960.
 CG0267
 CG0267                          STATION RECOVERY (1995)
 CG0267
 CG0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0267'MARK NOT FOUND.
 CG0267
 CG0267                          STATION RECOVERY (1999)
 CG0267
 CG0267'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0177 ***********************************************************************
 GQ0177  DESIGNATION -  E 359
 GQ0177  PID         -  GQ0177
 GQ0177  STATE/COUNTY-  AZ/MOHAVE
 GQ0177  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0177
 GQ0177                         *CURRENT SURVEY CONTROL
 GQ0177  ___________________________________________________________________
 GQ0177* NAD 83(1986)-  36 57 16.     (N)    113 46 31.     (W)     SCALED    
 GQ0177* NAVD 88     -       672.023  (meters)    2204.80   (feet)  POSTED    
 GQ0177  ___________________________________________________________________
 GQ0177  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 GQ0177  DYNAMIC HT  -         671.310 (meters)    2202.46  (feet)  COMP
 GQ0177  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 GQ0177
 GQ0177  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0177
 GQ0177.The horizontal coordinates were scaled from a topographic map and have
 GQ0177.an estimated accuracy of +/- 6 seconds.
 GQ0177
 GQ0177.The orthometric height was determined by differential leveling
 GQ0177.and adjusted by the National Geodetic Survey in 1992..
 GQ0177.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0177.rate of 1.1 thru 2.0 mm/km.
 GQ0177
 GQ0177.The geoid height was determined by GEOID03.
 GQ0177
 GQ0177.The dynamic height is computed by dividing the NAVD 88
 GQ0177.geopotential number by the normal gravity value computed on the
 GQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0177.degrees latitude (g = 980.6199 gals.).
 GQ0177
 GQ0177.The modeled gravity was interpolated from observed gravity values.
 GQ0177
 GQ0177;                    North         East    Units  Estimated Accuracy
 GQ0177;SPC AZ W     -   660,440.      211,110.      MT  (+/- 180 meters Scaled)
 GQ0177
 GQ0177                          SUPERSEDED SURVEY CONTROL
 GQ0177
 GQ0177  NGVD 29 (??/??/92)  671.209  (m)         2202.12   (f) ADJ UNCH    2 0
 GQ0177
 GQ0177.Superseded values are not recommended for survey control.
 GQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0177.See file dsdata.txt to determine how the superseded data were derived.
 GQ0177
 GQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF528934(NAD 83)
 GQ0177_MARKER: DB = BENCH MARK DISK
 GQ0177_SETTING: 80 = SET IN A BOULDER
 GQ0177_SP_SET: BOULDER
 GQ0177_STAMPING: E 359 1960
 GQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0177+STABILITY: SURFACE MOTION
 GQ0177
 GQ0177  HISTORY     - Date     Condition        Report By
 GQ0177  HISTORY     - 1960     MONUMENTED       CGS
 GQ0177  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0177
 GQ0177                          STATION DESCRIPTION
 GQ0177
 GQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0177'26.55 MI SW FROM ST GEORGE, UT.
 GQ0177'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0177'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0177'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0177'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA-UTAH
 GQ0177'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0177'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0177'INTERSECTION OF 3 ROADS THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0177'MILES TO THE VIRGIN RIVER, THENCE FOLLOW RIVER BED SOUTHWEST 5.6 MILES
 GQ0177'TO A YELLOW B.M. PAINTED ON A ROCK AT THE MARK, ABOUT 240 FEET
 GQ0177'NORTHWEST OF RIVER BANK, CEMENTED IN A BOULDER THAT IS ABOUT 6 FEET
 GQ0177'HIGHER THAN THE RIVER.
 GQ0177
 GQ0177                          STATION RECOVERY (1982)
 GQ0177
 GQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0515 ***********************************************************************
 DA0515  DESIGNATION -  E 36
 DA0515  PID         -  DA0515
 DA0515  STATE/COUNTY-  AZ/MARICOPA
 DA0515  USGS QUAD   -  BLACK GAP (1986)
 DA0515
 DA0515                         *CURRENT SURVEY CONTROL
 DA0515  ___________________________________________________________________
 DA0515* NAD 83(1986)-  32 46 28.     (N)    112 48 45.     (W)     SCALED    
 DA0515* NAVD 88     -       305.993  (meters)    1003.91   (feet)  ADJUSTED  
 DA0515  ___________________________________________________________________
 DA0515  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0515  DYNAMIC HT  -         305.636 (meters)    1002.74  (feet)  COMP
 DA0515  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 DA0515
 DA0515  VERT ORDER  -  FIRST     CLASS II
 DA0515
 DA0515.The horizontal coordinates were scaled from a topographic map and have
 DA0515.an estimated accuracy of +/- 6 seconds.
 DA0515
 DA0515.The orthometric height was determined by differential leveling
 DA0515.and adjusted by the National Geodetic Survey in June 1991..
 DA0515
 DA0515.The geoid height was determined by GEOID03.
 DA0515
 DA0515.The dynamic height is computed by dividing the NAVD 88
 DA0515.geopotential number by the normal gravity value computed on the
 DA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0515.degrees latitude (g = 980.6199 gals.).
 DA0515
 DA0515.The modeled gravity was interpolated from observed gravity values.
 DA0515
 DA0515;                    North         East    Units  Estimated Accuracy
 DA0515;SPC AZ C     -   197,100.      129,440.      MT  (+/- 180 meters Scaled)
 DA0515
 DA0515                          SUPERSEDED SURVEY CONTROL
 DA0515
 DA0515  NGVD 29 (??/??/92)  305.382  (m)         1001.91   (f) ADJ UNCH    1 2
 DA0515
 DA0515.Superseded values are not recommended for survey control.
 DA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0515.See file dsdata.txt to determine how the superseded data were derived.
 DA0515
 DA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB302277(NAD 83)
 DA0515_MARKER: DB = BENCH MARK DISK
 DA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0515_STAMPING: E 36 1933 1001.944
 DA0515_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0515+STABILITY: SURFACE MOTION
 DA0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0515+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0515
 DA0515  HISTORY     - Date     Condition        Report By
 DA0515  HISTORY     - 1933     MONUMENTED       CGS
 DA0515  HISTORY     - 1953     GOOD             NGS
 DA0515  HISTORY     - 1980     GOOD             NGS
 DA0515  HISTORY     - 20010730 GOOD             NGS
 DA0515  HISTORY     - 20060219 GOOD             USPSQD
 DA0515
 DA0515                          STATION DESCRIPTION
 DA0515
 DA0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0515'13.3 MI S FROM GILA BEND.
 DA0515'13.3 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0515'COMPANY RAILROAD STATION AT GILA BEND, 13 1/2 POLES SOUTH OF TUCSON,
 DA0515'CORNELIA AND GILA BEND RAILROAD MILEPOLE 13, 0.5 MILE SOUTH OF
 DA0515'RAILROAD WOODEN BRIDGE 130, 95.0 FEET WEST OF THE WEST RAIL, 61 FEET
 DA0515'SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 60.6 FEET EAST
 DA0515'OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTH OF A WITNESS POST,
 DA0515'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0515'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0515
 DA0515                          STATION RECOVERY (1980)
 DA0515
 DA0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0515'21.1 KM (13.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0515'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI)
 DA0515'SOUTHWEST OF RAILWAY BRIDGE NUMBER 130, 0.6 KM (0.4 MI) SOUTHWEST OF
 DA0515'STATE HIGHWAY 85 MILEPOST 13, 13-1/2 TELEGRAPH POLES SOUTHWEST OF
 DA0515'RAILWAY MILEPOLE 13, 29.0 METERS (95.0 FT) NORTHWEST OF THE NORTHWEST
 DA0515'RAIL OF THE TRACKS, 51.8 METERS (170 FT) SOUTHEAST OF THE CENTERLINE
 DA0515'OF THE HIGHWAY, 18.6 METERS (61.0 FT) SOUTHWEST OF AN IRON TELEGRAPH
 DA0515'POLE, 11.9 METERS (39.0 FT) SOUTHWEST OF A WHITE, 3-INCH ANGLE IRON
 DA0515'MARKER NUMBER 1506+00.87 RT, 8.2 METERS (27.0 FT) NORTHEAST OF AN
 DA0515'IRON BRACE IN THE RIGHT-OF-WAY FENCE LINE.
 DA0515'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0515'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0515
 DA0515                          STATION RECOVERY (2001)
 DA0515
 DA0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0515'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0515
 DA0515                          STATION RECOVERY (2006)
 DA0515
 DA0515'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0515'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0621 ***********************************************************************
 DA0621  DESIGNATION -  E 360
 DA0621  PID         -  DA0621
 DA0621  STATE/COUNTY-  AZ/MARICOPA
 DA0621  USGS QUAD   -  BOSQUE (1973)
 DA0621
 DA0621                         *CURRENT SURVEY CONTROL
 DA0621  ___________________________________________________________________
 DA0621* NAD 83(1992)-  32 58 30.00490(N)    112 33 06.00851(W)     ADJUSTED  
 DA0621* NAVD 88     -       335.678  (meters)    1101.30   (feet)  ADJUSTED  
 DA0621  ___________________________________________________________________
 DA0621  X           -  -2,054,205.959 (meters)                     COMP
 DA0621  Y           -  -4,946,669.891 (meters)                     COMP
 DA0621  Z           -   3,451,798.943 (meters)                     COMP
 DA0621  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DA0621  ELLIP HEIGHT-         304.64  (meters)          (04/12/01) GPS OBS
 DA0621  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0621  DYNAMIC HT  -         335.275 (meters)    1099.98  (feet)  COMP
 DA0621  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 DA0621
 DA0621  HORZ ORDER  -  B
 DA0621  VERT ORDER  -  FIRST     CLASS II
 DA0621  ELLP ORDER  -  THIRD     CLASS II
 DA0621
 DA0621.The horizontal coordinates were established by GPS observations
 DA0621.and adjusted by the National Geodetic Survey in April 2001..
 DA0621
 DA0621.The orthometric height was determined by differential leveling
 DA0621.and adjusted by the National Geodetic Survey in June 1991..
 DA0621
 DA0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0621
 DA0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0621
 DA0621.The ellipsoidal height was determined by GPS observations
 DA0621.and is referenced to NAD 83.
 DA0621
 DA0621.The geoid height was determined by GEOID03.
 DA0621
 DA0621.The dynamic height is computed by dividing the NAVD 88
 DA0621.geopotential number by the normal gravity value computed on the
 DA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0621.degrees latitude (g = 980.6199 gals.).
 DA0621
 DA0621.The modeled gravity was interpolated from observed gravity values.
 DA0621
 DA0621;                    North         East     Units Scale Factor Converg.
 DA0621;SPC AZ C     -   219,158.385   154,005.695   MT  0.99994342   -0 20 44.2
 DA0621;SPC AZ C     -   719,023.57    505,268.03   iFT  0.99994342   -0 20 44.2
 DA0621;UTM  12      - 3,649,584.386   355,001.400   MT  0.99985924   -0 50 40.8
 DA0621
 DA0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0621!SPC AZ C     -   0.99995217  x   0.99994342  =   0.99989560
 DA0621!UTM  12      -   0.99995217  x   0.99985924  =   0.99981142
 DA0621
 DA0621                          SUPERSEDED SURVEY CONTROL
 DA0621
 DA0621  NAVD 88 (04/12/01)  335.68   (m)         1101.3    (f) LEVELING    3  
 DA0621  NGVD 29 (??/??/92)  335.044  (m)         1099.22   (f) ADJ UNCH    1 2
 DA0621
 DA0621.Superseded values are not recommended for survey control.
 DA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0621.See file dsdata.txt to determine how the superseded data were derived.
 DA0621
 DA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5500149584(NAD 83)
 DA0621_MARKER: DB = BENCH MARK DISK
 DA0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0621_SP_SET: 16 FEET
 DA0621_STAMPING: E 360 1967
 DA0621_PROJECTION: PROJECTING 13 CENTIMETERS
 DA0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0621+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DA0621_ROD/PIPE-DEPTH:  4.9 meters
 DA0621
 DA0621  HISTORY     - Date     Condition        Report By
 DA0621  HISTORY     - 1967     MONUMENTED       CGS
 DA0621  HISTORY     - 1980     GOOD             NGS
 DA0621  HISTORY     - 1980     GOOD             NGS
 DA0621  HISTORY     - 19941202 GOOD             USPSQD
 DA0621  HISTORY     - 20000424 GOOD             MCDOT
 DA0621  HISTORY     - 20020910 GOOD             MCDOT
 DA0621
 DA0621                          STATION DESCRIPTION
 DA0621
 DA0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0621'9.7 MI E FROM GILA BEND.
 DA0621'9.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0621'GILA BEND, IN S 22, T 5 S, R 3 W, 5 1/2 RAILS EAST OF THE EAST END OF
 DA0621'RAILROAD BRIDGE 6, 38 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 DA0621'7 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 DA0621'POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 DA0621'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DA0621'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH IRON
 DA0621'PIPE PROJECTING 8 INCHES.
 DA0621
 DA0621                          STATION RECOVERY (1980)
 DA0621
 DA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (1980)
 DA0621
 DA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (1994)
 DA0621
 DA0621'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (2000)
 DA0621
 DA0621'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0621'RECOVERED AS DESCRIBED.
 DA0621
 DA0621                          STATION RECOVERY (2002)
 DA0621
 DA0621'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DA0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0771 ***********************************************************************
 DV0771  DESIGNATION -  E 362
 DV0771  PID         -  DV0771
 DV0771  STATE/COUNTY-  AZ/MARICOPA
 DV0771  USGS QUAD   -  WINTERSBURG (1984)
 DV0771
 DV0771                         *CURRENT SURVEY CONTROL
 DV0771  ___________________________________________________________________
 DV0771* NAD 83(1986)-  33 24 57.     (N)    112 51 03.     (W)     SCALED    
 DV0771* NAVD 88     -       304.802  (meters)    1000.00   (feet)  ADJUSTED  
 DV0771  ___________________________________________________________________
 DV0771  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV0771  DYNAMIC HT  -         304.451 (meters)     998.85  (feet)  COMP
 DV0771  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 DV0771
 DV0771  VERT ORDER  -  FIRST     CLASS II
 DV0771
 DV0771.The horizontal coordinates were scaled from a topographic map and have
 DV0771.an estimated accuracy of +/- 6 seconds.
 DV0771
 DV0771.The orthometric height was determined by differential leveling
 DV0771.and adjusted by the National Geodetic Survey in June 1991..
 DV0771
 DV0771.The geoid height was determined by GEOID03.
 DV0771
 DV0771.The dynamic height is computed by dividing the NAVD 88
 DV0771.geopotential number by the normal gravity value computed on the
 DV0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0771.degrees latitude (g = 980.6199 gals.).
 DV0771
 DV0771.The modeled gravity was interpolated from observed gravity values.
 DV0771
 DV0771;                    North         East    Units  Estimated Accuracy
 DV0771;SPC AZ C     -   268,260.      126,480.      MT  (+/- 180 meters Scaled)
 DV0771
 DV0771                          SUPERSEDED SURVEY CONTROL
 DV0771
 DV0771  NGVD 29 (??/??/92)  304.185  (m)          997.98   (f) ADJ UNCH    1 2
 DV0771
 DV0771.Superseded values are not recommended for survey control.
 DV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0771.See file dsdata.txt to determine how the superseded data were derived.
 DV0771
 DV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB279989(NAD 83)
 DV0771_MARKER: DB = BENCH MARK DISK
 DV0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0771_STAMPING: E 362 1967
 DV0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0771+STABILITY: SURFACE MOTION
 DV0771
 DV0771  HISTORY     - Date     Condition        Report By
 DV0771  HISTORY     - 1967     MONUMENTED       CGS
 DV0771  HISTORY     - 1981     GOOD             NGS
 DV0771
 DV0771                          STATION DESCRIPTION
 DV0771
 DV0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0771'8.8 MI NW FROM HASSAYAMPA.
 DV0771'8.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0771'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 22, T 1 N, R 6 W,
 DV0771'0.1 MILE SOUTHEAST OF A GENERAL STORE AND A CAFE, AT THE INTERSECTION
 DV0771'OF THE ROAD AND A NORTH-SOUTH GRAVELED ROAD, 72 1/2 FEET NORTHEAST OF
 DV0771'THE CENTER LINE OF THE ROAD, 13.8 FEET SOUTH OF TELEPHONE POLE NUMBER
 DV0771'31-1 WHICH IS BRACED BY A GUY WIRE AND SUPPORTS A METER AND A RELAY
 DV0771'BOX, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DV0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0771
 DV0771                          STATION RECOVERY (1981)
 DV0771
 DV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0980 ***********************************************************************
 CZ0980  DESIGNATION -  E 363
 CZ0980  PID         -  CZ0980
 CZ0980  STATE/COUNTY-  AZ/PINAL
 CZ0980  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0980
 CZ0980                         *CURRENT SURVEY CONTROL
 CZ0980  ___________________________________________________________________
 CZ0980* NAD 83(1986)-  32 55 40.     (N)    111 50 23.     (W)     SCALED    
 CZ0980* NAVD 88     -       408.071  (meters)    1338.81   (feet)  ADJUSTED  
 CZ0980  ___________________________________________________________________
 CZ0980  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ0980  DYNAMIC HT  -         407.574 (meters)    1337.18  (feet)  COMP
 CZ0980  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CZ0980  OBS GRAVITY -     979,410.7   (mgal)                       GRAV_OBS
 CZ0980
 CZ0980  VERT ORDER  -  FIRST     CLASS II
 CZ0980
 CZ0980.The horizontal coordinates were scaled from a topographic map and have
 CZ0980.an estimated accuracy of +/- 6 seconds.
 CZ0980
 CZ0980.The orthometric height was determined by differential leveling
 CZ0980.and adjusted by the National Geodetic Survey in June 1991..
 CZ0980
 CZ0980.The geoid height was determined by GEOID03.
 CZ0980
 CZ0980.The dynamic height is computed by dividing the NAVD 88
 CZ0980.geopotential number by the normal gravity value computed on the
 CZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0980.degrees latitude (g = 980.6199 gals.).
 CZ0980
 CZ0980.The modeled gravity was interpolated from observed gravity values.
 CZ0980.The observed gravity was obtained from relative gravimeter ties
 CZ0980.to the IGSN71 gravity network.
 CZ0980
 CZ0980;                    North         East    Units  Estimated Accuracy
 CZ0980;SPC AZ C     -   213,750.      220,560.      MT  (+/- 180 meters Scaled)
 CZ0980
 CZ0980                          SUPERSEDED SURVEY CONTROL
 CZ0980
 CZ0980  NGVD 29 (??/??/92)  407.474  (m)         1336.85   (f) ADJ UNCH    1 2
 CZ0980
 CZ0980.Superseded values are not recommended for survey control.
 CZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0980.See file dsdata.txt to determine how the superseded data were derived.
 CZ0980
 CZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB214435(NAD 83)
 CZ0980_MARKER: DB = BENCH MARK DISK
 CZ0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0980_SP_SET: 15FT.
 CZ0980_STAMPING: E 363 1967
 CZ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0980+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 CZ0980
 CZ0980  HISTORY     - Date     Condition        Report By
 CZ0980  HISTORY     - 1967     MONUMENTED       CGS
 CZ0980  HISTORY     - 1980     GOOD             NGS
 CZ0980  HISTORY     - 1980     GOOD             NGS
 CZ0980  HISTORY     - 20041013 GOOD             MHD
 CZ0980
 CZ0980                          STATION DESCRIPTION
 CZ0980
 CZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0980'6.25 MI NW FROM CASA GRANDA.
 CZ0980'ABOUT 6.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0980'THE STATION AT CASA GRANDE, IN S 4, T 6 S, R 5 E, 8 POLES NORTHWEST OF
 CZ0980'MILEPOST 913, 86 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 CZ0980'152 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS
 CZ0980'THE RAILROAD TRACKS, 11 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 CZ0980'WITH A ROW OF POLES, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CZ0980'4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 CZ0980'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED
 CZ0980'IN A 5-INCH IRON PIPE PROJECTING 8 INCHES.
 CZ0980
 CZ0980                          STATION RECOVERY (1980)
 CZ0980
 CZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0980'RECOVERED IN GOOD CONDITION.
 CZ0980
 CZ0980                          STATION RECOVERY (1980)
 CZ0980
 CZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0980'RECOVERED IN GOOD CONDITION.
 CZ0980
 CZ0980                          STATION RECOVERY (2004)
 CZ0980
 CZ0980'RECOVERY NOTE BY MHD AND ASSOCIATES 2004 (JHD)
 CZ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0385 ***********************************************************************
 CZ0385  DESIGNATION -  E 364
 CZ0385  PID         -  CZ0385
 CZ0385  STATE/COUNTY-  AZ/PINAL
 CZ0385  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0385
 CZ0385                         *CURRENT SURVEY CONTROL
 CZ0385  ___________________________________________________________________
 CZ0385* NAD 83(1986)-  32 56 06.     (N)    111 27 47.     (W)     SCALED    
 CZ0385* NAVD 88     -       456.516  (meters)    1497.75   (feet)  ADJUSTED  
 CZ0385  ___________________________________________________________________
 CZ0385  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0385  DYNAMIC HT  -         455.952 (meters)    1495.90  (feet)  COMP
 CZ0385  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 CZ0385
 CZ0385  VERT ORDER  -  FIRST     CLASS II
 CZ0385
 CZ0385.The horizontal coordinates were scaled from a topographic map and have
 CZ0385.an estimated accuracy of +/- 6 seconds.
 CZ0385
 CZ0385.The orthometric height was determined by differential leveling
 CZ0385.and adjusted by the National Geodetic Survey in November 1993..
 CZ0385
 CZ0385.The geoid height was determined by GEOID03.
 CZ0385
 CZ0385.The dynamic height is computed by dividing the NAVD 88
 CZ0385.geopotential number by the normal gravity value computed on the
 CZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0385.degrees latitude (g = 980.6199 gals.).
 CZ0385
 CZ0385.The modeled gravity was interpolated from observed gravity values.
 CZ0385
 CZ0385;                    North         East    Units  Estimated Accuracy
 CZ0385;SPC AZ C     -   214,640.      255,780.      MT  (+/- 180 meters Scaled)
 CZ0385
 CZ0385                          SUPERSEDED SURVEY CONTROL
 CZ0385
 CZ0385  NGVD 29 (??/??/92)  456.069  (m)         1496.29   (f) ADJ UNCH    1 2
 CZ0385
 CZ0385.Superseded values are not recommended for survey control.
 CZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0385.See file dsdata.txt to determine how the superseded data were derived.
 CZ0385
 CZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB567441(NAD 83)
 CZ0385_MARKER: DB = BENCH MARK DISK
 CZ0385_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0385_SP_SET: COPPER-CLAD STEEL ROD
 CZ0385_STAMPING: E 364 1967
 CZ0385_MARK LOGO: CGS   
 CZ0385_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0385+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 CZ0385
 CZ0385  HISTORY     - Date     Condition        Report By
 CZ0385  HISTORY     - 1967     MONUMENTED       CGS
 CZ0385  HISTORY     - 19920104 GOOD             NGS
 CZ0385
 CZ0385                          STATION DESCRIPTION
 CZ0385
 CZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0385'10.85 MI SW FROM FLORENCE.
 CZ0385'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0385'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0385'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0385'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0385'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0385'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0385'WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED
 CZ0385'ROAD, IN S 1, T 6 S, R 8 E, 109 FEET WEST OF THE CENTER LINE OF THE
 CZ0385'ROAD, 16 FEET NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, 1/2 FOOT
 CZ0385'SOUTH OF A SECTION LINE FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 CZ0385'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CZ0385'ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH
 CZ0385'IRON PIPE PROJECTING 3 INCHES.
 CZ0385
 CZ0385                          STATION RECOVERY (1992)
 CZ0385
 CZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0385'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0385'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0385'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0385'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0385'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0385'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0385'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0385'BARTLETT ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0385'37.9 M (124.3 FT) SOUTHWEST OF A UTILITY POLE, 31.5 M (103.3 FT) WEST
 CZ0385'OF AND LEVEL WITH THE ROAD CENTER, 16.1 M (52.8 FT) WEST-NORTHWEST OF
 CZ0385'THE NORTH END OF A HEADGATE, 4.8 M (15.7 FT) SOUTH OF THE CENTER OF A
 CZ0385'FIELD ROAD, 4.3 M (14.1 FT) NORTH OF THE NORTH BANK OF AN IRRIGATION
 CZ0385'DITCH, AND 0..1 M (0.00 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK
 CZ0385'IS ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 CZ0385'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0058 ***********************************************************************
 DV0058  DESIGNATION -  E 365
 DV0058  PID         -  DV0058
 DV0058  STATE/COUNTY-  AZ/MARICOPA
 DV0058  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0058
 DV0058                         *CURRENT SURVEY CONTROL
 DV0058  ___________________________________________________________________
 DV0058* NAD 83(1986)-  33 40 07.     (N)    112 11 14.     (W)     SCALED    
 DV0058* NAVD 88     -       389.147  (meters)    1276.73   (feet)  ADJUSTED  
 DV0058  ___________________________________________________________________
 DV0058  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0058  DYNAMIC HT  -         388.699 (meters)    1275.26  (feet)  COMP
 DV0058  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV0058
 DV0058  VERT ORDER  -  FIRST     CLASS II
 DV0058
 DV0058.The horizontal coordinates were scaled from a topographic map and have
 DV0058.an estimated accuracy of +/- 6 seconds.
 DV0058
 DV0058.The orthometric height was determined by differential leveling
 DV0058.and adjusted by the National Geodetic Survey in June 1991..
 DV0058
 DV0058.The geoid height was determined by GEOID03.
 DV0058
 DV0058.The dynamic height is computed by dividing the NAVD 88
 DV0058.geopotential number by the normal gravity value computed on the
 DV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0058.degrees latitude (g = 980.6199 gals.).
 DV0058
 DV0058.The modeled gravity was interpolated from observed gravity values.
 DV0058
 DV0058;                    North         East    Units  Estimated Accuracy
 DV0058;SPC AZ C     -   295,930.      188,270.      MT  (+/- 180 meters Scaled)
 DV0058
 DV0058                          SUPERSEDED SURVEY CONTROL
 DV0058
 DV0058  NGVD 29 (??/??/92)  388.532  (m)         1274.71   (f) ADJ UNCH    1 2
 DV0058
 DV0058.Superseded values are not recommended for survey control.
 DV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0058.See file dsdata.txt to determine how the superseded data were derived.
 DV0058
 DV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899260(NAD 83)
 DV0058_MARKER: DB = BENCH MARK DISK
 DV0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0058_STAMPING: E 365 1967
 DV0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0058+STABILITY: SURFACE MOTION
 DV0058
 DV0058  HISTORY     - Date     Condition        Report By
 DV0058  HISTORY     - 1967     MONUMENTED       CGS
 DV0058  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV0058
 DV0058                          STATION DESCRIPTION
 DV0058
 DV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0058'10.5 MI NE FROM SUN CITY.
 DV0058'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0058'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 DV0058'CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST ACROSS
 DV0058'BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A GRADED
 DV0058'DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS 67TH
 DV0058'AVENUE, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, OR ABOUT 1.8 MILES
 DV0058'EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT GLENDALE, THENCE
 DV0058'6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0 MILES WEST ALONG
 DV0058'BELL ROAD, THENCE 2.0 MILES NORTH ALONG NORTH 59TH AVENUE, IN SECTION
 DV0058'30, T 3 N, R 2 E, AT THE JUNCTION OF THE GRAVELED ROAD AND NORTH 59TH
 DV0058'AVENUE, 50 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 28 FEET
 DV0058'WEST OF THE CENTER LINE OF NORTH 59TH AVENUE, 95 FEET SOUTHWEST AND
 DV0058'ACROSS THE JUNCTION OF THE ROAD AND THE AVENUE FROM A POWER POLE, 6
 DV0058'FEET NORTH OF A LARGE WILLOW TREE, 1.3 FEET SOUTHEAST OF A METAL
 DV0058'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS, AND SET IN
 DV0058'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 DV0058
 DV0058                          STATION RECOVERY (1981)
 DV0058
 DV0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0058'THIS BENCH MARK WILL BE DESTROYED AFTER THIS SURVEY BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0552 ***********************************************************************
 DV0552  DESIGNATION -  E 366
 DV0552  PID         -  DV0552
 DV0552  STATE/COUNTY-  AZ/MARICOPA
 DV0552  USGS QUAD   -  PERRYVILLE (1982)
 DV0552
 DV0552                         *CURRENT SURVEY CONTROL
 DV0552  ___________________________________________________________________
 DV0552* NAD 83(1986)-  33 27 52.     (N)    112 27 40.     (W)     SCALED    
 DV0552* NAVD 88     -       320.871  (meters)    1052.72   (feet)  ADJUSTED  
 DV0552  ___________________________________________________________________
 DV0552  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0552  DYNAMIC HT  -         320.503 (meters)    1051.52  (feet)  COMP
 DV0552  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0552
 DV0552  VERT ORDER  -  FIRST     CLASS II
 DV0552
 DV0552.The horizontal coordinates were scaled from a topographic map and have
 DV0552.an estimated accuracy of +/- 6 seconds.
 DV0552
 DV0552.The orthometric height was determined by differential leveling
 DV0552.and adjusted by the National Geodetic Survey in June 1991..
 DV0552
 DV0552.The geoid height was determined by GEOID03.
 DV0552
 DV0552.The dynamic height is computed by dividing the NAVD 88
 DV0552.geopotential number by the normal gravity value computed on the
 DV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0552.degrees latitude (g = 980.6199 gals.).
 DV0552
 DV0552.The modeled gravity was interpolated from observed gravity values.
 DV0552
 DV0552;                    North         East    Units  Estimated Accuracy
 DV0552;SPC AZ C     -   273,390.      162,750.      MT  (+/- 180 meters Scaled)
 DV0552
 DV0552                          SUPERSEDED SURVEY CONTROL
 DV0552
 DV0552  NGVD 29 (??/??/92)  320.232  (m)         1050.63   (f) ADJ UNCH    1 2
 DV0552
 DV0552.Superseded values are not recommended for survey control.
 DV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0552.See file dsdata.txt to determine how the superseded data were derived.
 DV0552
 DV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642037(NAD 83)
 DV0552_MARKER: DB = BENCH MARK DISK
 DV0552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV0552_STAMPING: E 366 1967
 DV0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0552+STABILITY: SURFACE MOTION
 DV0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0552+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DV0552
 DV0552  HISTORY     - Date     Condition        Report By
 DV0552  HISTORY     - 1967     MONUMENTED       CGS
 DV0552  HISTORY     - 1981     GOOD             NGS
 DV0552  HISTORY     - 1981     GOOD             AZDT
 DV0552  HISTORY     - 20040719 GOOD             SWGEOM
 DV0552
 DV0552                          STATION DESCRIPTION
 DV0552
 DV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0552'8.0 MI NW FROM GOODYEAR.
 DV0552'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0552'THENCE 2.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 3, T 1 N, R 2 W,
 DV0552'123 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE
 DV0552'ROAD AND MCDOWELL ROAD, 91 FEET SOUTH OF THE CENTER LINE OF MCDOWELL
 DV0552'ROAD, 82 FEET EAST OF THE CENTER LINE OF PERRYVILLE ROAD, SET IN THE
 DV0552'TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION SUPPORTING AN
 DV0552'IRRIGATION PUMP AND WHICH SURROUNDS A 20-INCH CASING FOR A 650 FOOT
 DV0552'WELL, 19 FEET SOUTHEAST OF THE MOST EASTERLY POWER POLE SUPPORTING 3
 DV0552'TRANSFORMERS, 18.3 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 1
 DV0552'INCH ABOVE THE LEVEL OF THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0552'THE ROADS.
 DV0552
 DV0552                          STATION RECOVERY (1981)
 DV0552
 DV0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0552'RECOVERED IN GOOD CONDITION.
 DV0552
 DV0552                          STATION RECOVERY (1981)
 DV0552
 DV0552'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0552'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0552'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0552'THE MARK ON THE SOUTHEAST CORNER OF PERRYVILLE ROAD AND WEST MCDOWELL
 DV0552'ROAD, 90.0 FT (27.4 M) SOUTH OF THE CENTERLINE OF MCDOWELL ROAD, 75.0
 DV0552'FT (22.86 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 18.5 FEET
 DV0552'(5.64 M) SOUTHWEST OF CGS BM F366.  A STANDARD CGS BRASS DISC ON
 DV0552'A 4 FT (1.22 M) SQUARE CONCRETE WELL BASE.
 DV0552
 DV0552                          STATION RECOVERY (2004)
 DV0552
 DV0552'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 DV0552'POINT IS LOCATED INSIDE AN ARIZONA WATER COMPANY WORK YARD.  CONTACT
 DV0552'PHONE 623-853-9302.
 DV0552'STATION IS LOCATED 1.5 FEET DEEP IN A HAND HOLE.  LID OF HAND HOLE IS
 DV0552'0.6 FEET IN DIAMETER AND IS MARKED  WATER .  HAND HOLE LOCATED ON
 DV0552'HIGHEST STEP OF CONCRETE WELL PAD (A 4X5 FOOT PAD) ATOP A 10X10 FOOT
 DV0552'LOWER PAD.  1.4 FEET SOUTHEAST OF OUTSIDE OF WELL CASING, 1.2 FEET
 DV0552'NORTHWEST OF SOUTHEAST CORNER OF HIGHEST WELL PAD, AND 18.5 FEET
 DV0552'SOUTHWEST OF DV0554   F 366.
 DV0552'OBSERVED W/ RTK GPS, NAD83(CORS96)(EPOCH 2002.0000) N 33D 27M 51.930S
 DV0552'W 112D 27M 40.496S ELIP HGT 290.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0630 ***********************************************************************
 CG0630  DESIGNATION -  E 38
 CG0630  PID         -  CG0630
 CG0630  STATE/COUNTY-  AZ/PIMA
 CG0630  USGS QUAD   -  SELLS EAST (1982)
 CG0630
 CG0630                         *CURRENT SURVEY CONTROL
 CG0630  ___________________________________________________________________
 CG0630* NAD 83(1986)-  31 55 10.     (N)    111 49 39.     (W)     SCALED    
 CG0630* NAVD 88     -       762.65   (+/-2cm)    2502.1    (feet)  VERTCON   
 CG0630  ___________________________________________________________________
 CG0630  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CG0630
 CG0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0630
 CG0630.The horizontal coordinates were scaled from a topographic map and have
 CG0630.an estimated accuracy of +/- 6 seconds.
 CG0630
 CG0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0630.The vertical order pertains to the NGVD 29 superseded value.
 CG0630
 CG0630.The geoid height was determined by GEOID03.
 CG0630
 CG0630;                    North         East    Units  Estimated Accuracy
 CG0630;SPC AZ C     -   101,940.      221,790.      MT  (+/- 180 meters Scaled)
 CG0630
 CG0630                          SUPERSEDED SURVEY CONTROL
 CG0630
 CG0630  NGVD 29 (??/??/92)  761.945  (m)         2499.81   (f) ADJ UNCH    2 0
 CG0630
 CG0630.Superseded values are not recommended for survey control.
 CG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0630.See file dsdata.txt to determine how the superseded data were derived.
 CG0630
 CG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA217318(NAD 83)
 CG0630_MARKER: DB = BENCH MARK DISK
 CG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0630_STAMPING: E 38 2499.942 1933
 CG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0630+STABILITY: SURFACE MOTION
 CG0630
 CG0630  HISTORY     - Date     Condition        Report By
 CG0630  HISTORY     - 1933     MONUMENTED       CGS
 CG0630  HISTORY     - 1952     GOOD             NGS
 CG0630
 CG0630                          STATION DESCRIPTION
 CG0630
 CG0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0630'3.8 MI E FROM SELLS.
 CG0630'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0630'THENCE 2.3 MILES EAST ALONG STATE HIGHWAY 86, 121 1/2 FEET SOUTH OF
 CG0630'THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF A EASTWEST FENCE
 CG0630'LINE, 34.8 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 14 FEET
 CG0630'SOUTH OF THE CENTER OF A DRAIN DITCH, 1.7 FEET NORTH OF THE WITNESS
 CG0630'POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CG0630'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0189 ***********************************************************************
 FR0189  DESIGNATION -  E 385
 FR0189  PID         -  FR0189
 FR0189  STATE/COUNTY-  AZ/YAVAPAI
 FR0189  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0189
 FR0189                         *CURRENT SURVEY CONTROL
 FR0189  ___________________________________________________________________
 FR0189* NAD 83(1986)-  35 21 04.     (N)    112 58 09.     (W)     SCALED    
 FR0189* NAVD 88     -      1606.845  (meters)    5271.79   (feet)  ADJUSTED  
 FR0189  ___________________________________________________________________
 FR0189  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0189  DYNAMIC HT  -        1604.744 (meters)    5264.90  (feet)  COMP
 FR0189  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 FR0189
 FR0189  VERT ORDER  -  FIRST     CLASS II
 FR0189
 FR0189.The horizontal coordinates were scaled from a topographic map and have
 FR0189.an estimated accuracy of +/- 6 seconds.
 FR0189
 FR0189.The orthometric height was determined by differential leveling
 FR0189.and adjusted by the National Geodetic Survey in June 1991..
 FR0189
 FR0189.The geoid height was determined by GEOID03.
 FR0189
 FR0189.The dynamic height is computed by dividing the NAVD 88
 FR0189.geopotential number by the normal gravity value computed on the
 FR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0189.degrees latitude (g = 980.6199 gals.).
 FR0189
 FR0189.The modeled gravity was interpolated from observed gravity values.
 FR0189
 FR0189;                    North         East    Units  Estimated Accuracy
 FR0189;SPC AZ C     -   483,030.      117,700.      MT  (+/- 180 meters Scaled)
 FR0189
 FR0189                          SUPERSEDED SURVEY CONTROL
 FR0189
 FR0189  NGVD 29 (??/??/92) 1605.956  (m)         5268.87   (f) ADJ UNCH    1 2
 FR0189
 FR0189.Superseded values are not recommended for survey control.
 FR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0189.See file dsdata.txt to determine how the superseded data were derived.
 FR0189
 FR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE210137(NAD 83)
 FR0189_MARKER: DB = BENCH MARK DISK
 FR0189_SETTING: 66 = SET IN ROCK OUTCROP
 FR0189_SP_SET: OUTCROP
 FR0189_STAMPING: E 385 1968
 FR0189_MARK LOGO: CGS   
 FR0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0189+STABILITY: POSITION/ELEVATION WELL
 FR0189
 FR0189  HISTORY     - Date     Condition        Report By
 FR0189  HISTORY     - 1968     MONUMENTED       CGS
 FR0189  HISTORY     - 1982     GOOD             NGS
 FR0189
 FR0189                          STATION DESCRIPTION
 FR0189
 FR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0189'5.7 MI W FROM SELIGMAN.
 FR0189'5.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0189'THE STATION AT SELIGMAN, 0.5 MILE WEST OF MILEPOST 434, IN THE TOP OF
 FR0189'AN OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 30.0 FEET NORTH OF
 FR0189'THE NORTH RAIL OF THE NORTH TRACK, 83 FEET NORTH AND ACROSS THE TRACK
 FR0189'FROM A 1/2-MILE-POLE, 24 FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST
 FR0189'OF A WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 FR0189
 FR0189                          STATION RECOVERY (1982)
 FR0189
 FR0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0312 ***********************************************************************
 FR0312  DESIGNATION -  E 386
 FR0312  PID         -  FR0312
 FR0312  STATE/COUNTY-  AZ/COCONINO
 FR0312  USGS QUAD   -  RHODES CANYON (1981)
 FR0312
 FR0312                         *CURRENT SURVEY CONTROL
 FR0312  ___________________________________________________________________
 FR0312* NAD 83(1986)-  35 37 03.     (N)    112 54 23.     (W)     SCALED    
 FR0312* NAVD 88     -      1867.007  (meters)    6125.34   (feet)  POSTED    
 FR0312  ___________________________________________________________________
 FR0312  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 FR0312  DYNAMIC HT  -        1864.530 (meters)    6117.21  (feet)  COMP
 FR0312  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 FR0312
 FR0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0312
 FR0312.The horizontal coordinates were scaled from a topographic map and have
 FR0312.an estimated accuracy of +/- 6 seconds.
 FR0312
 FR0312.The orthometric height was determined by differential leveling
 FR0312.and adjusted by the National Geodetic Survey in 1992..
 FR0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0312.rate of 0.0 thru 1.0 mm/km.
 FR0312
 FR0312.The geoid height was determined by GEOID03.
 FR0312
 FR0312.The dynamic height is computed by dividing the NAVD 88
 FR0312.geopotential number by the normal gravity value computed on the
 FR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0312.degrees latitude (g = 980.6199 gals.).
 FR0312
 FR0312.The modeled gravity was interpolated from observed gravity values.
 FR0312
 FR0312;                    North         East    Units  Estimated Accuracy
 FR0312;SPC AZ C     -   512,530.      123,700.      MT  (+/- 180 meters Scaled)
 FR0312
 FR0312                          SUPERSEDED SURVEY CONTROL
 FR0312
 FR0312  NGVD 29 (??/??/92) 1866.099  (m)         6122.36   (f) ADJ UNCH    2 0
 FR0312
 FR0312.Superseded values are not recommended for survey control.
 FR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0312.See file dsdata.txt to determine how the superseded data were derived.
 FR0312
 FR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE273431(NAD 83)
 FR0312_MARKER: DB = BENCH MARK DISK
 FR0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0312_SP_SET: ROD
 FR0312_STAMPING: E 386 1968
 FR0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0312
 FR0312  HISTORY     - Date     Condition        Report By
 FR0312  HISTORY     - 1968     MONUMENTED       CGS
 FR0312
 FR0312                          STATION DESCRIPTION
 FR0312
 FR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0312'24.1 MI N FROM SELIGMAN.
 FR0312'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0312'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0312'125 YARDS EAST OF THE CENTER LINE OF THE ROAD, 90 FEET EAST-SOUTHEAST
 FR0312'OF A WATER TANK, 3.0 FEET NORTH OF THE SOUTHWEST CORNER OF A FEED LOT,
 FR0312'90 FEET SOUTH OF THE SOUTH END OF A GATE TO THE FEED LOT, 0.8 FOOT
 FR0312'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 FR0312'TOP OF A 5/8-INCH COPPER COATED ROD.  THE UPPER PORTION OF THE ROD IS
 FR0312'ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0064 ***********************************************************************
 FR0064  DESIGNATION -  E 387
 FR0064  PID         -  FR0064
 FR0064  STATE/COUNTY-  AZ/COCONINO
 FR0064  USGS QUAD   -  MILLER TANK (1981)
 FR0064
 FR0064                         *CURRENT SURVEY CONTROL
 FR0064  ___________________________________________________________________
 FR0064* NAD 83(1986)-  35 44 56.     (N)    112 17 21.     (W)     SCALED    
 FR0064* NAVD 88     -      1770.480  (meters)    5808.65   (feet)  POSTED    
 FR0064  ___________________________________________________________________
 FR0064  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0064  DYNAMIC HT  -        1768.160 (meters)    5801.04  (feet)  COMP
 FR0064  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0064
 FR0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0064
 FR0064.The horizontal coordinates were scaled from a topographic map and have
 FR0064.an estimated accuracy of +/- 6 seconds.
 FR0064
 FR0064.The orthometric height was determined by differential leveling
 FR0064.and adjusted by the National Geodetic Survey in 1992..
 FR0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0064.rate of 0.0 thru 1.0 mm/km.
 FR0064
 FR0064.The geoid height was determined by GEOID03.
 FR0064
 FR0064.The dynamic height is computed by dividing the NAVD 88
 FR0064.geopotential number by the normal gravity value computed on the
 FR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0064.degrees latitude (g = 980.6199 gals.).
 FR0064
 FR0064.The modeled gravity was interpolated from observed gravity values.
 FR0064
 FR0064;                    North         East    Units  Estimated Accuracy
 FR0064;SPC AZ C     -   526,720.      179,670.      MT  (+/- 180 meters Scaled)
 FR0064
 FR0064                          SUPERSEDED SURVEY CONTROL
 FR0064
 FR0064  NGVD 29 (??/??/92) 1769.627  (m)         5805.85   (f) ADJ UNCH    2 0
 FR0064
 FR0064.Superseded values are not recommended for survey control.
 FR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0064.See file dsdata.txt to determine how the superseded data were derived.
 FR0064
 FR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE834568(NAD 83)
 FR0064_MARKER: DB = BENCH MARK DISK
 FR0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0064_SP_SET: FOUNDATION
 FR0064_STAMPING: E 387 1968
 FR0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0064
 FR0064  HISTORY     - Date     Condition        Report By
 FR0064  HISTORY     - 1968     MONUMENTED       CGS
 FR0064
 FR0064                          STATION DESCRIPTION
 FR0064
 FR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0064'2.15 MI NW FROM WILLAHA.
 FR0064'0.8 MILE SOUTH ALONG THE ATCHISON, TOPAKA AND SANTA FE RAILWAY FROM
 FR0064'THE SIDING SIGN AT WILLAHA, THENCE 1.35 MILES WEST ALONG A STEEL TOWER
 FR0064'POWER LINE, 3 TOWERS WEST OF BENCH MARK D 387, IN THE TOP OF THE
 FR0064'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 765, 49 FEET
 FR0064'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE
 FR0064'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0337 ***********************************************************************
 FR0337  DESIGNATION -  E 388
 FR0337  PID         -  FR0337
 FR0337  STATE/COUNTY-  AZ/COCONINO
 FR0337  USGS QUAD   -  TIN HOUSE (1980)
 FR0337
 FR0337                         *CURRENT SURVEY CONTROL
 FR0337  ___________________________________________________________________
 FR0337* NAD 83(1986)-  35 42 46.     (N)    112 37 32.     (W)     SCALED    
 FR0337* NAVD 88     -      1706.742  (meters)    5599.54   (feet)  POSTED    
 FR0337  ___________________________________________________________________
 FR0337  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FR0337  DYNAMIC HT  -        1704.550 (meters)    5592.34  (feet)  COMP
 FR0337  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 FR0337
 FR0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0337
 FR0337.The horizontal coordinates were scaled from a topographic map and have
 FR0337.an estimated accuracy of +/- 6 seconds.
 FR0337
 FR0337.The orthometric height was determined by differential leveling
 FR0337.and adjusted by the National Geodetic Survey in 1992..
 FR0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0337.rate of 0.0 thru 1.0 mm/km.
 FR0337
 FR0337.The geoid height was determined by GEOID03.
 FR0337
 FR0337.The dynamic height is computed by dividing the NAVD 88
 FR0337.geopotential number by the normal gravity value computed on the
 FR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0337.degrees latitude (g = 980.6199 gals.).
 FR0337
 FR0337.The modeled gravity was interpolated from observed gravity values.
 FR0337
 FR0337;                    North         East    Units  Estimated Accuracy
 FR0337;SPC AZ C     -   522,880.      149,220.      MT  (+/- 180 meters Scaled)
 FR0337
 FR0337                          SUPERSEDED SURVEY CONTROL
 FR0337
 FR0337  NGVD 29 (??/??/92) 1705.900  (m)         5596.77   (f) ADJ UNCH    2 0
 FR0337
 FR0337.Superseded values are not recommended for survey control.
 FR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0337.See file dsdata.txt to determine how the superseded data were derived.
 FR0337
 FR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE529533(NAD 83)
 FR0337_MARKER: DB = BENCH MARK DISK
 FR0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0337_SP_SET: FOUNDATION
 FR0337_STAMPING: E 388 1968
 FR0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0337
 FR0337  HISTORY     - Date     Condition        Report By
 FR0337  HISTORY     - 1968     MONUMENTED       CGS
 FR0337
 FR0337                          STATION DESCRIPTION
 FR0337
 FR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0337'21.65 MI W FROM WILLAHA.
 FR0337'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0337'THE SIDING SIGN AT WILLAHA, THENCE 20.85 MILES WEST ALONG A STEEL
 FR0337'TOWER POWER LINE, 2 TOWERS WEST OF BENCH MARK D 388, IN THE TOP OF THE
 FR0337'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 826, 48 FEET
 FR0337'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0337'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0359 ***********************************************************************
 FR0359  DESIGNATION -  E 389
 FR0359  PID         -  FR0359
 FR0359  STATE/COUNTY-  AZ/COCONINO
 FR0359  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0359
 FR0359                         *CURRENT SURVEY CONTROL
 FR0359  ___________________________________________________________________
 FR0359* NAD 83(1986)-  35 51 25.     (N)    112 43 53.     (W)     SCALED    
 FR0359* NAVD 88     -      1732.811  (meters)    5685.06   (feet)  POSTED    
 FR0359  ___________________________________________________________________
 FR0359  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 FR0359  DYNAMIC HT  -        1730.590 (meters)    5677.78  (feet)  COMP
 FR0359  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 FR0359
 FR0359  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0359
 FR0359.The horizontal coordinates were scaled from a topographic map and have
 FR0359.an estimated accuracy of +/- 6 seconds.
 FR0359
 FR0359.The orthometric height was determined by differential leveling
 FR0359.and adjusted by the National Geodetic Survey in 1992..
 FR0359.No vertical observational check was made to the station.
 FR0359.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0359.was located on a no-check spur therefore a value was not computed.
 FR0359
 FR0359.The geoid height was determined by GEOID03.
 FR0359
 FR0359.The dynamic height is computed by dividing the NAVD 88
 FR0359.geopotential number by the normal gravity value computed on the
 FR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0359.degrees latitude (g = 980.6199 gals.).
 FR0359
 FR0359.The modeled gravity was interpolated from observed gravity values.
 FR0359
 FR0359;                    North         East    Units  Estimated Accuracy
 FR0359;SPC AZ C     -   538,950.      139,780.      MT  (+/- 180 meters Scaled)
 FR0359
 FR0359                          SUPERSEDED SURVEY CONTROL
 FR0359
 FR0359  NGVD 29 (??/??/92) 1731.934  (m)         5682.19   (f) ADJ UNCH    2 0
 FR0359
 FR0359.Superseded values are not recommended for survey control.
 FR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0359.See file dsdata.txt to determine how the superseded data were derived.
 FR0359
 FR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE436694(NAD 83)
 FR0359_MARKER: DB = BENCH MARK DISK
 FR0359_SETTING: 66 = SET IN ROCK OUTCROP
 FR0359_SP_SET: LAVA OUTCROP
 FR0359_STAMPING: E 389 1968
 FR0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0359+STABILITY: POSITION/ELEVATION WELL
 FR0359
 FR0359  HISTORY     - Date     Condition        Report By
 FR0359  HISTORY     - 1968     MONUMENTED       CGS
 FR0359
 FR0359                          STATION DESCRIPTION
 FR0359
 FR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0359'37.05 MI NW FROM WILLAHA.
 FR0359'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0359'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0359'TOWER POWER LINE, THENCE 12.6 MILES NORTH ALONG A TRACK ROAD, 0.55
 FR0359'MILE NORTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, IN THE TOP
 FR0359'OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE
 FR0359'GROUND, 52 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A
 FR0359'LAVA OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 1.8
 FR0359'FEET NORTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0359'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0822 ***********************************************************************
 CZ0822  DESIGNATION -  E 39
 CZ0822  PID         -  CZ0822
 CZ0822  STATE/COUNTY-  AZ/PIMA
 CZ0822  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0822
 CZ0822                         *CURRENT SURVEY CONTROL
 CZ0822  ___________________________________________________________________
 CZ0822* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0822* NAVD 88     -       739.18   (+/-2cm)    2425.1    (feet)  VERTCON   
 CZ0822  ___________________________________________________________________
 CZ0822  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0822
 CZ0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0822
 CZ0822.The horizontal coordinates were scaled from a topographic map and have
 CZ0822.an estimated accuracy of +/- 6 seconds.
 CZ0822
 CZ0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0822.The vertical order pertains to the NGVD 29 superseded value.
 CZ0822
 CZ0822.The geoid height was determined by GEOID03.
 CZ0822
 CZ0822;                    North         East    Units  Estimated Accuracy
 CZ0822;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0822
 CZ0822                          SUPERSEDED SURVEY CONTROL
 CZ0822
 CZ0822  NGVD 29 (??/??/92)  738.50   (m)         2422.9    (f) COMPUTED    2 0
 CZ0822
 CZ0822.Superseded values are not recommended for survey control.
 CZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0822.See file dsdata.txt to determine how the superseded data were derived.
 CZ0822
 CZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0822_MARKER: DB = BENCH MARK DISK
 CZ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0822_STAMPING: E 39 1935
 CZ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0822+STABILITY: SURFACE MOTION
 CZ0822
 CZ0822  HISTORY     - Date     Condition        Report By
 CZ0822  HISTORY     - 1933     MONUMENTED       CGS
 CZ0822
 CZ0822                          STATION DESCRIPTION
 CZ0822
 CZ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0822'12.5 MI W FROM TUCSON.
 CZ0822'ON AJO-TUCSON HWY., 0.3 MILE EAST OF CURVE IN HWY. WHERE TELEPHONE
 CZ0822'POLES LEAVE HWY., 110 FEET WEST OF LARGE CONCRETE DIP, 44 FEET NORTH
 CZ0822'OF CENTER OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0823 ***********************************************************************
 CZ0823  DESIGNATION -  E 39 RESET
 CZ0823  PID         -  CZ0823
 CZ0823  STATE/COUNTY-  AZ/PIMA
 CZ0823  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0823
 CZ0823                         *CURRENT SURVEY CONTROL
 CZ0823  ___________________________________________________________________
 CZ0823* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0823* NAVD 88     -       739.15   (+/-2cm)    2425.0    (feet)  VERTCON   
 CZ0823  ___________________________________________________________________
 CZ0823  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0823
 CZ0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0823
 CZ0823.The horizontal coordinates were scaled from a topographic map and have
 CZ0823.an estimated accuracy of +/- 6 seconds.
 CZ0823
 CZ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0823.The vertical order pertains to the NGVD 29 superseded value.
 CZ0823
 CZ0823.The geoid height was determined by GEOID03.
 CZ0823
 CZ0823;                    North         East    Units  Estimated Accuracy
 CZ0823;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0823
 CZ0823                          SUPERSEDED SURVEY CONTROL
 CZ0823
 CZ0823  NGVD 29 (??/??/92)  738.470  (m)         2422.80   (f) ADJ UNCH    2 0
 CZ0823
 CZ0823.Superseded values are not recommended for survey control.
 CZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0823.See file dsdata.txt to determine how the superseded data were derived.
 CZ0823
 CZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0823_MARKER: DB = BENCH MARK DISK
 CZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0823_STAMPING: E 39 2423.194 1933 RESET 1951
 CZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0823+STABILITY: SURFACE MOTION
 CZ0823
 CZ0823  HISTORY     - Date     Condition        Report By
 CZ0823  HISTORY     - 1951     MONUMENTED       CGS
 CZ0823  HISTORY     - 19950107 GOOD             USPSQD
 CZ0823  HISTORY     - 19990130 GOOD             USPSQD
 CZ0823  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ0823
 CZ0823                          STATION DESCRIPTION
 CZ0823
 CZ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0823'11.0 MI SW FROM TUCSON.
 CZ0823'11 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0823'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0823'AIRPORT, 0.4 MILE SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO
 CZ0823'RANCHO DIABLO, AT A POINT WHERE A POWER LINES TO RANCHO DIABLO CROSS
 CZ0823'STATE HIGHWAY 86, 167 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CZ0823'CONCRETE CULVERT, 51 FEET NORTHWEST OF THE CENTER LINE OF STATE
 CZ0823'HIGHWAY 86, 2.4 FEET SOUTHEAST OF A POWER LINE POLE, 2.3 FEET
 CZ0823'NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0823'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN THE
 CZ0823'HIGHWAY.
 CZ0823
 CZ0823                          STATION RECOVERY (1995)
 CZ0823
 CZ0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0823'RECOVERED IN GOOD CONDITION.
 CZ0823
 CZ0823                          STATION RECOVERY (1999)
 CZ0823
 CZ0823'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0823'RECOVERED IN GOOD CONDITION.
 CZ0823
 CZ0823                          STATION RECOVERY (2001)
 CZ0823
 CZ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0823'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0041 ***********************************************************************
 EU0041  DESIGNATION -  E 391
 EU0041  PID         -  EU0041
 EU0041  STATE/COUNTY-  AZ/MOHAVE
 EU0041  USGS QUAD   -  FRANCONIA (1970)
 EU0041
 EU0041                         *CURRENT SURVEY CONTROL
 EU0041  ___________________________________________________________________
 EU0041* NAD 83(1986)-  34 43 43.     (N)    114 21 23.     (W)     SCALED    
 EU0041* NAVD 88     -       257.40   (+/-2cm)     844.5    (feet)  VERTCON   
 EU0041  ___________________________________________________________________
 EU0041  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0041
 EU0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0041
 EU0041.The horizontal coordinates were scaled from a topographic map and have
 EU0041.an estimated accuracy of +/- 6 seconds.
 EU0041
 EU0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0041.The vertical order pertains to the NGVD 29 superseded value.
 EU0041
 EU0041.The geoid height was determined by GEOID03.
 EU0041
 EU0041;                    North         East    Units  Estimated Accuracy
 EU0041;SPC AZ W     -   413,650.      157,830.      MT  (+/- 180 meters Scaled)
 EU0041
 EU0041                          SUPERSEDED SURVEY CONTROL
 EU0041
 EU0041  NGVD 29 (??/??/??)  256.734  (m)          842.30   (f) ADJUSTED    2 0
 EU0041
 EU0041.Superseded values are not recommended for survey control.
 EU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0041.See file dsdata.txt to determine how the superseded data were derived.
 EU0041
 EU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU420461(NAD 83)
 EU0041_MARKER: DB = BENCH MARK DISK
 EU0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0041_SP_SET: BRIDGE SEAT
 EU0041_STAMPING: E 391 1961
 EU0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0041
 EU0041  HISTORY     - Date     Condition        Report By
 EU0041  HISTORY     - 1961     MONUMENTED       CGS
 EU0041  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0041
 EU0041                          STATION DESCRIPTION
 EU0041
 EU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0041'7.6 MI E FROM TOPOCK.
 EU0041'ABOUT 7.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0041'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER IN TOPOCK,
 EU0041'SET IN TOP OF THE SOUTH END OF THE BRIDGE SEAT AT THE EAST END
 EU0041'OF A 40 FOOT CONCRETE BRIDGE WITH 4 OPENINGS, 21 FEET SOUTH
 EU0041'OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 EU0041
 EU0041                          STATION RECOVERY (1981)
 EU0041
 EU0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0041'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0581 ***********************************************************************
 FR0581  DESIGNATION -  E 392
 FR0581  PID         -  FR0581
 FR0581  STATE/COUNTY-  AZ/MOHAVE
 FR0581  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0581
 FR0581                         *CURRENT SURVEY CONTROL
 FR0581  ___________________________________________________________________
 FR0581* NAD 83(1986)-  35 09 37.     (N)    113 34 39.     (W)     SCALED    
 FR0581* NAVD 88     -      1204.610  (meters)    3952.12   (feet)  POSTED    
 FR0581  ___________________________________________________________________
 FR0581  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0581  DYNAMIC HT  -        1203.120 (meters)    3947.24  (feet)  COMP
 FR0581  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 FR0581
 FR0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0581
 FR0581.The horizontal coordinates were scaled from a topographic map and have
 FR0581.an estimated accuracy of +/- 6 seconds.
 FR0581
 FR0581.The orthometric height was determined by differential leveling
 FR0581.and adjusted by the National Geodetic Survey in 1992..
 FR0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0581.rate of 0.0 thru 1.0 mm/km.
 FR0581
 FR0581.The geoid height was determined by GEOID03.
 FR0581
 FR0581.The dynamic height is computed by dividing the NAVD 88
 FR0581.geopotential number by the normal gravity value computed on the
 FR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0581.degrees latitude (g = 980.6199 gals.).
 FR0581
 FR0581.The modeled gravity was interpolated from observed gravity values.
 FR0581
 FR0581;                    North         East    Units  Estimated Accuracy
 FR0581;SPC AZ W     -   461,380.      229,080.      MT  (+/- 180 meters Scaled)
 FR0581
 FR0581                          SUPERSEDED SURVEY CONTROL
 FR0581
 FR0581  NGVD 29 (??/??/92) 1203.790  (m)         3949.43   (f) ADJ UNCH    2 0
 FR0581
 FR0581.Superseded values are not recommended for survey control.
 FR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0581.See file dsdata.txt to determine how the superseded data were derived.
 FR0581
 FR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD652938(NAD 83)
 FR0581_MARKER: DB = BENCH MARK DISK
 FR0581_SETTING: 66 = SET IN ROCK OUTCROP
 FR0581_SP_SET: ROCK OUTCROP
 FR0581_STAMPING: E 392 1962
 FR0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0581+STABILITY: POSITION/ELEVATION WELL
 FR0581
 FR0581  HISTORY     - Date     Condition        Report By
 FR0581  HISTORY     - 1962     MONUMENTED       CGS
 FR0581
 FR0581                          STATION DESCRIPTION
 FR0581
 FR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0581'32.85 MI NE FROM KINGMAN.
 FR0581'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0581'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0581'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0581'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0581'THE JUNCTION OF A ROAD EAST TO MILLERS RANCH, THENCE 3.6 MILES EAST
 FR0581'ALONG THE PIPE LINE TO THE TOP OF A HILL, 160 FEET SOUTH OF THE CENTER
 FR0581'OF THE PIPE LINE ROAD, 6.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 FR0581'SET IN TOP OF A 2 BY 2 FOOT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0449 ***********************************************************************
 FR0449  DESIGNATION -  E 393
 FR0449  PID         -  FR0449
 FR0449  STATE/COUNTY-  AZ/YAVAPAI
 FR0449  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0449
 FR0449                         *CURRENT SURVEY CONTROL
 FR0449  ___________________________________________________________________
 FR0449* NAD 83(1986)-  35 13 55.     (N)    113 13 35.     (W)     SCALED    
 FR0449* NAVD 88     -      1609.121  (meters)    5279.26   (feet)  POSTED    
 FR0449  ___________________________________________________________________
 FR0449  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FR0449  DYNAMIC HT  -        1606.990 (meters)    5272.27  (feet)  COMP
 FR0449  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FR0449
 FR0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0449
 FR0449.The horizontal coordinates were scaled from a topographic map and have
 FR0449.an estimated accuracy of +/- 6 seconds.
 FR0449
 FR0449.The orthometric height was determined by differential leveling
 FR0449.and adjusted by the National Geodetic Survey in 1992..
 FR0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0449.rate of 0.0 thru 1.0 mm/km.
 FR0449
 FR0449.The geoid height was determined by GEOID03.
 FR0449
 FR0449.The dynamic height is computed by dividing the NAVD 88
 FR0449.geopotential number by the normal gravity value computed on the
 FR0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0449.degrees latitude (g = 980.6199 gals.).
 FR0449
 FR0449.The modeled gravity was interpolated from observed gravity values.
 FR0449
 FR0449;                    North         East    Units  Estimated Accuracy
 FR0449;SPC AZ C     -   470,090.       94,150.      MT  (+/- 180 meters Scaled)
 FR0449
 FR0449                          SUPERSEDED SURVEY CONTROL
 FR0449
 FR0449  NGVD 29 (??/??/92) 1608.213  (m)         5276.28   (f) ADJ UNCH    2 0
 FR0449
 FR0449.Superseded values are not recommended for survey control.
 FR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0449.See file dsdata.txt to determine how the superseded data were derived.
 FR0449
 FR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE973010(NAD 83)
 FR0449_MARKER: DB = BENCH MARK DISK
 FR0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0449_STAMPING: E 393 1962
 FR0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0449+STABILITY: SURFACE MOTION
 FR0449
 FR0449  HISTORY     - Date     Condition        Report By
 FR0449  HISTORY     - 1962     MONUMENTED       CGS
 FR0449
 FR0449                          STATION DESCRIPTION
 FR0449
 FR0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0449'22.95 MI W FROM SELIGMAN.
 FR0449'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0449'ITS STATION AT SELIGMAN, THENCE 19.95 MILES WEST ALONG A GRAVEL AND
 FR0449'DIRT ROAD, 97 FEET NORTH OF THE PIPE LINE, 31 FEET SOUTH OF THE CENTER
 FR0449'OF THE ROAD, 3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 FR0449'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST
 FR0449'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0225 ***********************************************************************
 FR0225  DESIGNATION -  E 394
 FR0225  PID         -  FR0225
 FR0225  STATE/COUNTY-  AZ/YAVAPAI
 FR0225  USGS QUAD   -  CROOKTON (1973)
 FR0225
 FR0225                         *CURRENT SURVEY CONTROL
 FR0225  ___________________________________________________________________
 FR0225* NAD 83(1986)-  35 17 26.     (N)    112 43 57.     (W)     SCALED    
 FR0225* NAVD 88     -      1731.141  (meters)    5679.59   (feet)  ADJUSTED  
 FR0225  ___________________________________________________________________
 FR0225  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0225  DYNAMIC HT  -        1728.817 (meters)    5671.96  (feet)  COMP
 FR0225  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 FR0225
 FR0225  VERT ORDER  -  FIRST     CLASS II
 FR0225
 FR0225.The horizontal coordinates were scaled from a topographic map and have
 FR0225.an estimated accuracy of +/- 6 seconds.
 FR0225
 FR0225.The orthometric height was determined by differential leveling
 FR0225.and adjusted by the National Geodetic Survey in June 1991..
 FR0225
 FR0225.The geoid height was determined by GEOID03.
 FR0225
 FR0225.The dynamic height is computed by dividing the NAVD 88
 FR0225.geopotential number by the normal gravity value computed on the
 FR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0225.degrees latitude (g = 980.6199 gals.).
 FR0225
 FR0225.The modeled gravity was interpolated from observed gravity values.
 FR0225
 FR0225;                    North         East    Units  Estimated Accuracy
 FR0225;SPC AZ C     -   476,110.      139,160.      MT  (+/- 180 meters Scaled)
 FR0225
 FR0225                          SUPERSEDED SURVEY CONTROL
 FR0225
 FR0225  NGVD 29 (??/??/92) 1730.271  (m)         5676.73   (f) ADJ UNCH    1 2
 FR0225
 FR0225.Superseded values are not recommended for survey control.
 FR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0225.See file dsdata.txt to determine how the superseded data were derived.
 FR0225
 FR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE424066(NAD 83)
 FR0225_MARKER: DB = BENCH MARK DISK
 FR0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0225_STAMPING: E 394 1962
 FR0225_MARK LOGO: CGS   
 FR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0225+STABILITY: SURFACE MOTION
 FR0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0225+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0225
 FR0225  HISTORY     - Date     Condition        Report By
 FR0225  HISTORY     - 1962     MONUMENTED       CGS
 FR0225  HISTORY     - 1982     GOOD             NGS
 FR0225  HISTORY     - 20030503 GOOD             NGS
 FR0225
 FR0225                          STATION DESCRIPTION
 FR0225
 FR0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0225'8.7 MI E FROM SELIGMAN.
 FR0225'8.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0225'SANTA FE RAILWAY STATION AT SELIGMAN, 15 FEET SOUTH OF THE CENTER OF
 FR0225'U.S. HIGHWAY 66, 2.8 FEET WEST OF THE EAST END OF A CURB, ABOUT 1 FOOT
 FR0225'ABOVE THE LEVEL OF THE HIGHWAY, AND IS SET IN TOP OF THE EAST END OF
 FR0225'THE SOUTH CONCRETE CURB OF THE EAST BOUND LANE OF THE CROOKTON OVER
 FR0225'PASS.
 FR0225
 FR0225                          STATION RECOVERY (1982)
 FR0225
 FR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0225'RECOVERED IN GOOD CONDITION.
 FR0225
 FR0225                          STATION RECOVERY (2003)
 FR0225
 FR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0225'MARK IS ON THE NEWER OF TWO BRIDGES.  ROAD IS NOW HISTORIC US 66.  RR
 FR0225'IS NOW BNSF.  AN AZHD MARK IS ALSO ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0689 ***********************************************************************
 DW0689  DESIGNATION -  E 395
 DW0689  PID         -  DW0689
 DW0689  STATE/COUNTY-  AZ/LA PAZ
 DW0689  USGS QUAD   -  QUARTZSITE (1990)
 DW0689
 DW0689                         *CURRENT SURVEY CONTROL
 DW0689  ___________________________________________________________________
 DW0689* NAD 83(1986)-  33 40 30.     (N)    114 07 53.     (W)     SCALED    
 DW0689* NAVD 88     -       369.327  (meters)    1211.70   (feet)  ADJUSTED  
 DW0689  ___________________________________________________________________
 DW0689  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0689  DYNAMIC HT  -         368.908 (meters)    1210.33  (feet)  COMP
 DW0689  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 DW0689
 DW0689  VERT ORDER  -  FIRST     CLASS II
 DW0689
 DW0689.The horizontal coordinates were scaled from a topographic map and have
 DW0689.an estimated accuracy of +/- 6 seconds.
 DW0689
 DW0689.The orthometric height was determined by differential leveling
 DW0689.and adjusted by the National Geodetic Survey in June 1991..
 DW0689
 DW0689.The geoid height was determined by GEOID03.
 DW0689
 DW0689.The dynamic height is computed by dividing the NAVD 88
 DW0689.geopotential number by the normal gravity value computed on the
 DW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0689.degrees latitude (g = 980.6199 gals.).
 DW0689
 DW0689.The modeled gravity was interpolated from observed gravity values.
 DW0689
 DW0689;                    North         East    Units  Estimated Accuracy
 DW0689;SPC AZ W     -   296,680.      177,990.      MT  (+/- 180 meters Scaled)
 DW0689
 DW0689                          SUPERSEDED SURVEY CONTROL
 DW0689
 DW0689  NGVD 29 (??/??/??)  368.641  (m)         1209.45   (f) ADJUSTED    1 2
 DW0689
 DW0689.Superseded values are not recommended for survey control.
 DW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0689.See file dsdata.txt to determine how the superseded data were derived.
 DW0689
 DW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT659298(NAD 83)
 DW0689_MARKER: DB = BENCH MARK DISK
 DW0689_SETTING: 66 = SET IN ROCK OUTCROP
 DW0689_SP_SET: ROCK OUTCROP
 DW0689_STAMPING: E 395 1962
 DW0689_MARK LOGO: CGS   
 DW0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0689+STABILITY: POSITION/ELEVATION WELL
 DW0689
 DW0689  HISTORY     - Date     Condition        Report By
 DW0689  HISTORY     - 1962     MONUMENTED       CGS
 DW0689  HISTORY     - 1981     GOOD             NGS
 DW0689
 DW0689                          STATION DESCRIPTION
 DW0689
 DW0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0689'6.2 MI E FROM QUARTZSITE.
 DW0689'ABOUT 6.15 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0689'OFFICE AT QUARTZSITE, SET IN TOP OF A 2 BY 2 FOOT ROCK OUTCROP
 DW0689'PROJECTING 0.5 FOOT, 95 FEET SOUTH OF THE RIGHT OF WAY FENCE
 DW0689'90 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE, 3.7 FEET
 DW0689'SOUTH OF A METAL WITNESS POST, AND IS ABOUT 3 FEET BELOW THE
 DW0689'LEVEL OF THE HIGHWAY.
 DW0689
 DW0689                          STATION RECOVERY (1981)
 DW0689
 DW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0689'8.4 KM (5.25 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0689'HIGHWAY 95 OVERPASS IN QUARTZSITE, 18.6 METERS (61.0 FT) NORTH OF
 DW0689'HIGHWAY MILEPOST 24, SET IN TOP OF A 1 X 2 FOOT EXPOSED AREA OF A
 DW0689'BOULDER PROJECTING 5 INCHES, 28.5 METERS (95.0 FT) NORTH OF THE
 DW0689'CENTERLINE OF THE WEST-BOUND LANES, 48.9 METERS (163 FT)
 DW0689'EAST-SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 25.2 METERS (84.0
 DW0689'FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 DW0689'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 DW0689'THE MARK IS 1.2 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1104 ***********************************************************************
 DV1104  DESIGNATION -  E 396 14
 DV1104  PID         -  DV1104
 DV1104  STATE/COUNTY-  AZ/LA PAZ
 DV1104  USGS QUAD   -  VICKSBURG (1990)
 DV1104
 DV1104                         *CURRENT SURVEY CONTROL
 DV1104  ___________________________________________________________________
 DV1104* NAD 83(1986)-  33 37 59.     (N)    113 47 06.     (W)     SCALED    
 DV1104* NAVD 88     -       365.51   (+/-2cm)    1199.2    (feet)  VERTCON   
 DV1104  ___________________________________________________________________
 DV1104  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1104
 DV1104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1104
 DV1104.The horizontal coordinates were scaled from a topographic map and have
 DV1104.an estimated accuracy of +/- 6 seconds.
 DV1104
 DV1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1104.The vertical order pertains to the NGVD 29 superseded value.
 DV1104
 DV1104.The geoid height was determined by GEOID03.
 DV1104
 DV1104;                    North         East    Units  Estimated Accuracy
 DV1104;SPC AZ W     -   291,970.      210,110.      MT  (+/- 180 meters Scaled)
 DV1104
 DV1104                          SUPERSEDED SURVEY CONTROL
 DV1104
 DV1104  NGVD 29 (??/??/92)  364.841  (m)         1196.98   (f) ADJ UNCH    2 0
 DV1104
 DV1104.Superseded values are not recommended for survey control.
 DV1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1104.See file dsdata.txt to determine how the superseded data were derived.
 DV1104
 DV1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC416249(NAD 83)
 DV1104_MARKER: DB = BENCH MARK DISK
 DV1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1104_STAMPING: E 396 14 1962
 DV1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1104+STABILITY: SURFACE MOTION
 DV1104
 DV1104  HISTORY     - Date     Condition        Report By
 DV1104  HISTORY     - 1962     MONUMENTED       CGS
 DV1104
 DV1104                          STATION DESCRIPTION
 DV1104
 DV1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1104'10.7 MI SW FROM HOPE.
 DV1104'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1104'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1104'1.0 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1104'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NORTHWEST
 DV1104'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1104'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0117 ***********************************************************************
 CZ0117  DESIGNATION -  E 399
 CZ0117  PID         -  CZ0117
 CZ0117  STATE/COUNTY-  AZ/PIMA
 CZ0117  USGS QUAD   -  ORO VALLEY (1981)
 CZ0117
 CZ0117                         *CURRENT SURVEY CONTROL
 CZ0117  ___________________________________________________________________
 CZ0117* NAD 83(1992)-  32 28 43.63127(N)    110 55 19.94298(W)     ADJUSTED  
 CZ0117* NAVD 88     -       927.34   (+/-2cm)    3042.4    (feet)  VERTCON   
 CZ0117  ___________________________________________________________________
 CZ0117  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 CZ0117  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0117
 CZ0117  HORZ ORDER  -  THIRD
 CZ0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0117
 CZ0117.The horizontal coordinates were established by classical geodetic methods
 CZ0117.and adjusted by the National Geodetic Survey in August 1993..
 CZ0117
 CZ0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0117.The vertical order pertains to the NGVD 29 superseded value.
 CZ0117
 CZ0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0117
 CZ0117.The geoid height was determined by GEOID03.
 CZ0117
 CZ0117;                    North         East     Units Scale Factor Converg.
 CZ0117;SPC AZ C     -   164,390.442   306,830.742   MT  1.00000770   +0 32 02.6
 CZ0117;SPC AZ C     -   539,338.72  1,006,662.54   iFT  1.00000770   +0 32 02.6
 CZ0117;UTM  12      - 3,593,510.235   507,309.584   MT  0.99960066   +0 02 30.4
 CZ0117
 CZ0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0117!SPC AZ C     -   0.99985890  x   1.00000770  =   0.99986660
 CZ0117!UTM  12      -   0.99985890  x   0.99960066  =   0.99945961
 CZ0117
 CZ0117                          SUPERSEDED SURVEY CONTROL
 CZ0117
 CZ0117  NAD 83(1986)-  32 28 43.62605(N)    110 55 19.93500(W) AD(       ) 3
 CZ0117  NAD 27      -  32 28 43.36600(N)    110 55 17.56300(W) AD(       ) 3
 CZ0117  NGVD 29 (??/??/92)  926.638  (m)         3040.14   (f) ADJ UNCH    2 0
 CZ0117
 CZ0117.Superseded values are not recommended for survey control.
 CZ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0117.See file dsdata.txt to determine how the superseded data were derived.
 CZ0117
 CZ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0731093510(NAD 83)
 CZ0117_MARKER: DB = BENCH MARK DISK
 CZ0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0117_SP_SET: MONUMENT
 CZ0117_STAMPING: E 399 1962
 CZ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0117
 CZ0117  HISTORY     - Date     Condition        Report By
 CZ0117  HISTORY     - 1962     MONUMENTED       CGS
 CZ0117  HISTORY     - 1962     GOOD             CGS
 CZ0117
 CZ0117                          STATION DESCRIPTION
 CZ0117
 CZ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0117'THE DISK, STAMPED E 399 1962, IS SET IN THE TOP OF A CYLINDRICAL
 CZ0117'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3 INCHES
 CZ0117'ABOVE THE SURFACE OF THE GROUND.  IT IS 97.5 FEET WEST OF THE
 CZ0117'CENTER OF U.S. HIGHWAY 80, 42.0 FEET NORTH OF THE CENTER
 CZ0117'OF THE MACADAM SURFACED SIDE ROAD AND CATTLE GUARD, 2.0 FEET
 CZ0117'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5
 CZ0117'FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE.
 CZ0117
 CZ0117                          STATION RECOVERY (1962)
 CZ0117
 CZ0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0117'16.9 MI SW FROM ORACLE.
 CZ0117'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0117'ORACLE TO ORACLE JUNCTION, THENCE SOUTH ALONG U.S. HIGHWAYS 80 AND 89
 CZ0117'FOR 5.5 MILES, 98 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 80, 31
 CZ0117'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 1.8 FEET SOUTHEAST OF A
 CZ0117'METAL WITNESS POST, 1.5 FEET EAST OF A NORTH-SOUTH FENCELINE, A BRONZE
 CZ0117'DISK SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CZ0117'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0018 ***********************************************************************
 ES0018  DESIGNATION -  E 4
 ES0018  PID         -  ES0018
 ES0018  STATE/COUNTY-  AZ/NAVAJO
 ES0018  USGS QUAD   -  JOSEPH CITY (1986)
 ES0018
 ES0018                         *CURRENT SURVEY CONTROL
 ES0018  ___________________________________________________________________
 ES0018* NAD 83(1986)-  34 56 08.     (N)    110 18 03.     (W)     SCALED    
 ES0018* NAVD 88     -      1528.164  (meters)    5013.65   (feet)  ADJUSTED  
 ES0018  ___________________________________________________________________
 ES0018  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0018  DYNAMIC HT  -        1526.089 (meters)    5006.84  (feet)  COMP
 ES0018  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 ES0018
 ES0018  VERT ORDER  -  FIRST     CLASS II
 ES0018
 ES0018.The horizontal coordinates were scaled from a topographic map and have
 ES0018.an estimated accuracy of +/- 6 seconds.
 ES0018
 ES0018.The orthometric height was determined by differential leveling
 ES0018.and adjusted by the National Geodetic Survey in June 1991..
 ES0018
 ES0018.The geoid height was determined by GEOID03.
 ES0018
 ES0018.The dynamic height is computed by dividing the NAVD 88
 ES0018.geopotential number by the normal gravity value computed on the
 ES0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0018.degrees latitude (g = 980.6199 gals.).
 ES0018
 ES0018.The modeled gravity was interpolated from observed gravity values.
 ES0018
 ES0018;                    North         East    Units  Estimated Accuracy
 ES0018;SPC AZ E     -   436,430.      201,100.      MT  (+/- 180 meters Scaled)
 ES0018
 ES0018                          SUPERSEDED SURVEY CONTROL
 ES0018
 ES0018  NGVD 29 (??/??/92) 1527.375  (m)         5011.06   (f) ADJ UNCH    1 2
 ES0018
 ES0018.Superseded values are not recommended for survey control.
 ES0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0018.See file dsdata.txt to determine how the superseded data were derived.
 ES0018
 ES0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD638661(NAD 83)
 ES0018_MARKER: P = PIPE CAP
 ES0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0018_STAMPING: 5011.122
 ES0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0018
 ES0018  HISTORY     - Date     Condition        Report By
 ES0018  HISTORY     - UNK      MONUMENTED       CGS
 ES0018  HISTORY     - 1956     GOOD             NGS
 ES0018  HISTORY     - 1959     GOOD             NGS
 ES0018
 ES0018                          STATION DESCRIPTION
 ES0018
 ES0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0018'1.5 MI E FROM JOSEPH CITY.
 ES0018'1-1/2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ES0018'RAILWAY FROM THE STATION AT JOSEPH CITY, NAVAJO COUNTY, 41 FEET
 ES0018'NORTHWEST OF MILEPOST 262, 1-1/2 POLES WEST OF BRIDGE B 262, AND
 ES0018'72-1/2 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD CAP,
 ES0018'STAMPED 5011.122 AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 ES0018'PROJECTING 6 INCHES ABOVE GROUND.
 ES0018
 ES0018                          STATION RECOVERY (1959)
 ES0018
 ES0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1842 ***********************************************************************
 CZ1842  DESIGNATION -  E 4
 CZ1842  PID         -  CZ1842
 CZ1842  STATE/COUNTY-  AZ/PIMA
 CZ1842  USGS QUAD   -  TUCSON (1992)
 CZ1842
 CZ1842                         *CURRENT SURVEY CONTROL
 CZ1842  ___________________________________________________________________
 CZ1842* NAD 83(1992)-  32 10 49.97476(N)    110 56 18.53457(W)     ADJUSTED  
 CZ1842* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 CZ1842  ___________________________________________________________________
 CZ1842  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CZ1842  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1842
 CZ1842  HORZ ORDER  -  SECOND
 CZ1842
 CZ1842.The horizontal coordinates were established by classical geodetic methods
 CZ1842.and adjusted by the National Geodetic Survey in August 1993..
 CZ1842
 CZ1842.The orthometric height was scaled from a topographic map.
 CZ1842
 CZ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1842
 CZ1842.The geoid height was determined by GEOID03.
 CZ1842
 CZ1842;                    North         East     Units Scale Factor Converg.
 CZ1842;SPC AZ C     -   131,305.150   305,602.903   MT  1.00000490   +0 31 15.6
 CZ1842;SPC AZ C     -   430,791.17  1,002,634.20   iFT  1.00000490   +0 31 15.6
 CZ1842;UTM  12      - 3,560,450.081   505,799.306   MT  0.99960041   +0 01 58.0
 CZ1842
 CZ1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1842!SPC AZ C     -   0.99988282  x   1.00000490  =   0.99988772
 CZ1842!UTM  12      -   0.99988282  x   0.99960041  =   0.99948328
 CZ1842
 CZ1842:                Primary Azimuth Mark                     Grid Az
 CZ1842:SPC AZ C     -  BLACK WATER TANK                         019 29 08.6
 CZ1842:UTM  12      -  BLACK WATER TANK                         019 58 26.2
 CZ1842
 CZ1842|---------------------------------------------------------------------|
 CZ1842| PID    Reference Object                     Distance      Geod. Az  |
 CZ1842|                                                           dddmmss.s |
 CZ1842| CC6110 BLACK WATER TANK                                   0200024.2 |
 CZ1842| CC7318 E 4 RM 1                             19.802 METERS 20745     |
 CZ1842| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX. 2.3 KM 2805749.0 |
 CZ1842| CC7319 E 4 RM 2                             14.290 METERS 29736     |
 CZ1842| CZ1852 TUCSON CONSOL NATL BANK S MAST      APPROX. 5.5 KM 3255914.4 |
 CZ1842| CZ1848 TUCSON CONSOL NATL BANK N MAST      APPROX. 5.5 KM 3260347.2 |
 CZ1842|---------------------------------------------------------------------|
 CZ1842
 CZ1842                          SUPERSEDED SURVEY CONTROL
 CZ1842
 CZ1842  NAD 83(1986)-  32 10 49.97061(N)    110 56 18.53031(W) AD(       ) 2
 CZ1842  NAD 27      -  32 10 49.69400(N)    110 56 16.20100(W) AD(       ) 2
 CZ1842
 CZ1842.Superseded values are not recommended for survey control.
 CZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1842.See file dsdata.txt to determine how the superseded data were derived.
 CZ1842
 CZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0579960450(NAD 83)
 CZ1842_MARKER: DS = TRIANGULATION STATION DISK
 CZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1842
 CZ1842  HISTORY     - Date     Condition        Report By
 CZ1842  HISTORY     - 1935     MONUMENTED       AZHD
 CZ1842  HISTORY     - 1942     GOOD             CGS
 CZ1842
 CZ1842                          STATION DESCRIPTION
 CZ1842
 CZ1842'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935 (EBL)
 CZ1842'ON THE SOUTH-SOUTHEAST OUTSKIRTS OF TUCSON, ABOUT ONE-HALF
 CZ1842'MILE NORTHEAST OF U.S. HIGHWAY NO. 80.  REACHED FROM TUCSON
 CZ1842'AS FOLLOWS--GO SOUTH ON U.S. HIGHWAY NO. 80 TO THE CASA GRANDE
 CZ1842'TOURIST CAMP AND JOYS CAFE, TURN LEFT (EAST) AND GO 1.6 MILES.
 CZ1842'TURN DUE SOUTH AND GO 0.7 MILE, TURN LEFT, APPROXIMATELY
 CZ1842'100 FEET PAST CONCRETE POSTED GATE, AND GO 0.2 MILE TO STATION,
 CZ1842'WHICH IS ABOUT 12 PACES NORTH OF ROAD.  THE STATION MARK IS A
 CZ1842'STATE SURVEY AND COAST AND GEODETIC SURVEY STANDARD DISK SET
 CZ1842'IN A 6- BY 6-INCH CONCRETE POST.  REFERENCE MARK NO. 1
 CZ1842'(1935), A STANDARD BRONZE REFERENCE DISK, IS 19.802
 CZ1842'METERS (64.97 FEET) FROM STATION S 27 DEG 45 MIN W.
 CZ1842'REFERENCE MARK NO. 2 (1935), A STANDARD BRONZE REFERENCE
 CZ1842'DISK, IS 14.290 METERS (46.88 FEET) FROM STATION
 CZ1842'N 62 DEG 24 MIN W.  A LARGE BLACK WATER TANK IS
 CZ1842'N 20 DEG 00 MIN E FROM THE STATION.
 CZ1842
 CZ1842                          STATION RECOVERY (1942)
 CZ1842
 CZ1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CZ1842'ORIGINAL DESCRIPTION SUFFICES.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0245 ***********************************************************************
 CY0245  DESIGNATION -  E 40
 CY0245  PID         -  CY0245
 CY0245  STATE/COUNTY-  AZ/GREENLEE
 CY0245  USGS QUAD   -  GUTHRIE (1986)
 CY0245
 CY0245                         *CURRENT SURVEY CONTROL
 CY0245  ___________________________________________________________________
 CY0245* NAD 83(1986)-  32 58 38.     (N)    109 17 56.     (W)     SCALED    
 CY0245* NAVD 88     -      1102.948  (meters)    3618.59   (feet)  ADJUSTED  
 CY0245  ___________________________________________________________________
 CY0245  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CY0245  DYNAMIC HT  -        1101.379 (meters)    3613.44  (feet)  COMP
 CY0245  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 CY0245
 CY0245  VERT ORDER  -  SECOND    CLASS 0
 CY0245
 CY0245.The horizontal coordinates were scaled from a topographic map and have
 CY0245.an estimated accuracy of +/- 6 seconds.
 CY0245
 CY0245.The orthometric height was determined by differential leveling
 CY0245.and adjusted by the National Geodetic Survey in June 1991..
 CY0245
 CY0245.The geoid height was determined by GEOID03.
 CY0245
 CY0245.The dynamic height is computed by dividing the NAVD 88
 CY0245.geopotential number by the normal gravity value computed on the
 CY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0245.degrees latitude (g = 980.6199 gals.).
 CY0245
 CY0245.The modeled gravity was interpolated from observed gravity values.
 CY0245
 CY0245;                    North         East    Units  Estimated Accuracy
 CY0245;SPC AZ E     -   219,560.      294,470.      MT  (+/- 180 meters Scaled)
 CY0245
 CY0245                          SUPERSEDED SURVEY CONTROL
 CY0245
 CY0245  NGVD 29 (??/??/92) 1102.245  (m)         3616.28   (f) ADJ UNCH    2 0
 CY0245
 CY0245.Superseded values are not recommended for survey control.
 CY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0245.See file dsdata.txt to determine how the superseded data were derived.
 CY0245
 CY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB589500(NAD 83)
 CY0245_MARKER: DB = BENCH MARK DISK
 CY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0245_STAMPING: E 40 1934
 CY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0245+STABILITY: SURFACE MOTION
 CY0245
 CY0245  HISTORY     - Date     Condition        Report By
 CY0245  HISTORY     - 1934     MONUMENTED       CGS
 CY0245
 CY0245                          STATION DESCRIPTION
 CY0245
 CY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0245'10.3 MI S FROM CLIFTON.
 CY0245'10.3 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 1.3
 CY0245'MILES NORTH EAST OF GILA RIVER WHERE HWY. CROSSES, AT FOOT OF SMALL
 CY0245'GRADE, 55 FT. EAST OF CENTER LINE OF ANGLE IN HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0083 ***********************************************************************
 GP0083  DESIGNATION -  E 401
 GP0083  PID         -  GP0083
 GP0083  STATE/COUNTY-  AZ/COCONINO
 GP0083  USGS QUAD   -  PAGE (1985)
 GP0083
 GP0083                         *CURRENT SURVEY CONTROL
 GP0083  ___________________________________________________________________
 GP0083* NAD 83(1986)-  36 57 20.     (N)    111 22 34.     (W)     SCALED    
 GP0083* NAVD 88     -      1178.241  (meters)    3865.61   (feet)  ADJUSTED  
 GP0083  ___________________________________________________________________
 GP0083  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0083  DYNAMIC HT  -        1176.862 (meters)    3861.09  (feet)  COMP
 GP0083  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 GP0083
 GP0083  VERT ORDER  -  FIRST     CLASS II
 GP0083
 GP0083.The horizontal coordinates were scaled from a topographic map and have
 GP0083.an estimated accuracy of +/- 6 seconds.
 GP0083
 GP0083.The orthometric height was determined by differential leveling
 GP0083.and adjusted by the National Geodetic Survey in June 1991..
 GP0083
 GP0083.The geoid height was determined by GEOID03.
 GP0083
 GP0083.The dynamic height is computed by dividing the NAVD 88
 GP0083.geopotential number by the normal gravity value computed on the
 GP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0083.degrees latitude (g = 980.6199 gals.).
 GP0083
 GP0083.The modeled gravity was interpolated from observed gravity values.
 GP0083
 GP0083;                    North         East    Units  Estimated Accuracy
 GP0083;SPC AZ C     -   660,680.      261,500.      MT  (+/- 180 meters Scaled)
 GP0083
 GP0083                          SUPERSEDED SURVEY CONTROL
 GP0083
 GP0083  NGVD 29 (??/??/92) 1177.311  (m)         3862.56   (f) ADJ UNCH    1 2
 GP0083
 GP0083.Superseded values are not recommended for survey control.
 GP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0083.See file dsdata.txt to determine how the superseded data were derived.
 GP0083
 GP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF665900(NAD 83)
 GP0083_MARKER: DB = BENCH MARK DISK
 GP0083_SETTING: 66 = SET IN ROCK OUTCROP
 GP0083_SP_SET: ROCK OUTCROP
 GP0083_STAMPING: E 401 1962
 GP0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0083+STABILITY: POSITION/ELEVATION WELL
 GP0083
 GP0083  HISTORY     - Date     Condition        Report By
 GP0083  HISTORY     - 1962     MONUMENTED       CGS
 GP0083
 GP0083                          STATION DESCRIPTION
 GP0083
 GP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0083'6.2 MI NE FROM PAGE.
 GP0083'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0083'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0083'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0083'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0083'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0083'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 4.7 MILES NORTHEAST
 GP0083'ACROSS COUNTRY.  3.4 MILES NORTHEAST OF ANTELOPE CREEK, 1.3 MILES
 GP0083'SOUTHWEST OF NAVAJO CREEK, ABOUT 0.65 MILE EAST OF THE EAST EDGE OF
 GP0083'GLEN CANYON, 0.25 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 GP0083'POST, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT, 14.7
 GP0083'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0088 ***********************************************************************
 GP0088  DESIGNATION -  E 402
 GP0088  PID         -  GP0088
 GP0088  STATE/COUNTY-  AZ/COCONINO
 GP0088  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0088
 GP0088                         *CURRENT SURVEY CONTROL
 GP0088  ___________________________________________________________________
 GP0088* NAD 83(1986)-  36 58 50.     (N)    111 21 28.     (W)     SCALED    
 GP0088* NAVD 88     -      1230.446  (meters)    4036.89   (feet)  ADJUSTED  
 GP0088  ___________________________________________________________________
 GP0088  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0088  DYNAMIC HT  -        1229.000 (meters)    4032.14  (feet)  COMP
 GP0088  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 GP0088
 GP0088  VERT ORDER  -  FIRST     CLASS II
 GP0088
 GP0088.The horizontal coordinates were scaled from a topographic map and have
 GP0088.an estimated accuracy of +/- 6 seconds.
 GP0088
 GP0088.The orthometric height was determined by differential leveling
 GP0088.and adjusted by the National Geodetic Survey in June 1991..
 GP0088
 GP0088.The geoid height was determined by GEOID03.
 GP0088
 GP0088.The dynamic height is computed by dividing the NAVD 88
 GP0088.geopotential number by the normal gravity value computed on the
 GP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0088.degrees latitude (g = 980.6199 gals.).
 GP0088
 GP0088.The modeled gravity was interpolated from observed gravity values.
 GP0088
 GP0088;                    North         East    Units  Estimated Accuracy
 GP0088;SPC AZ C     -   663,460.      263,120.      MT  (+/- 180 meters Scaled)
 GP0088
 GP0088                          SUPERSEDED SURVEY CONTROL
 GP0088
 GP0088  NGVD 29 (??/??/92) 1229.510  (m)         4033.82   (f) ADJ UNCH    1 2
 GP0088
 GP0088.Superseded values are not recommended for survey control.
 GP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0088.See file dsdata.txt to determine how the superseded data were derived.
 GP0088
 GP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF681927(NAD 83)
 GP0088_MARKER: DB = BENCH MARK DISK
 GP0088_SETTING: 66 = SET IN ROCK OUTCROP
 GP0088_SP_SET: SANDSTONE FORMATION
 GP0088_STAMPING: E 402 1962
 GP0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0088+STABILITY: POSITION/ELEVATION WELL
 GP0088
 GP0088  HISTORY     - Date     Condition        Report By
 GP0088  HISTORY     - 1962     MONUMENTED       CGS
 GP0088
 GP0088                          STATION DESCRIPTION
 GP0088
 GP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0088'8.85 MI NE FROM PAGE.
 GP0088'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0088'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0088'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0088'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0088'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0088'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 7.35 MILES NORTHEAST
 GP0088'ACROSS COUNTRY.  ABOUT 0.95 MILE NORTH-NORTHWEST OF THE MORE NORTHERLY
 GP0088'RIM OF NAVAJO CREEK, SET IN THE TOP OF A SANDSTONE FORMATION AT THE
 GP0088'BASE OF THE WEST SIDE OF A MESA, 350.0 FEET WEST OF A METAL WITNESS
 GP0088'POST WHICH IS ON THE TOP OF THE WEST EDGE OF THE MESA, 68 FEET EAST OF
 GP0088'AND 6 FEET ABOVE A SANDY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1263 ***********************************************************************
 DU1263  DESIGNATION -  E 403
 DU1263  PID         -  DU1263
 DU1263  STATE/COUNTY-  AZ/GILA
 DU1263  USGS QUAD   -  GLOBE (1982)
 DU1263
 DU1263                         *CURRENT SURVEY CONTROL
 DU1263  ___________________________________________________________________
 DU1263* NAD 83(1986)-  33 27 17.     (N)    110 50 38.     (W)     SCALED    
 DU1263* NAVD 88     -       981.972  (meters)    3221.69   (feet)  ADJUSTED  
 DU1263  ___________________________________________________________________
 DU1263  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU1263  DYNAMIC HT  -         980.656 (meters)    3217.37  (feet)  COMP
 DU1263  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 DU1263
 DU1263  VERT ORDER  -  FIRST     CLASS II
 DU1263
 DU1263.The horizontal coordinates were scaled from a topographic map and have
 DU1263.an estimated accuracy of +/- 6 seconds.
 DU1263
 DU1263.The orthometric height was determined by differential leveling
 DU1263.and adjusted by the National Geodetic Survey in June 1991..
 DU1263
 DU1263.The geoid height was determined by GEOID03.
 DU1263
 DU1263.The dynamic height is computed by dividing the NAVD 88
 DU1263.geopotential number by the normal gravity value computed on the
 DU1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1263.degrees latitude (g = 980.6199 gals.).
 DU1263
 DU1263.The modeled gravity was interpolated from observed gravity values.
 DU1263
 DU1263;                    North         East    Units  Estimated Accuracy
 DU1263;SPC AZ E     -   272,380.      150,400.      MT  (+/- 180 meters Scaled)
 DU1263
 DU1263                          SUPERSEDED SURVEY CONTROL
 DU1263
 DU1263.No superseded survey control is available for this station.
 DU1263
 DU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC145017(NAD 83)
 DU1263_MARKER: DB = BENCH MARK DISK
 DU1263_SETTING: 66 = SET IN ROCK OUTCROP
 DU1263_SP_SET: ROCK OUTCROP
 DU1263_STAMPING: E 403 1979
 DU1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1263+STABILITY: POSITION/ELEVATION WELL
 DU1263
 DU1263  HISTORY     - Date     Condition        Report By
 DU1263  HISTORY     - 1979     MONUMENTED       NGS
 DU1263  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1263
 DU1263                          STATION DESCRIPTION
 DU1263
 DU1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1263'7.4 MI NW FROM GLOBE.
 DU1263'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1263'COURTHOUSE IN GLOBE, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY
 DU1263'88 (APACHE TRAIL), SET VERTICALLY IN THE WEST SIDE OF A CUT BANK,
 DU1263'79.0 FEET WEST AND ACROSS THE HIGHWAY FROM THE NORTH END OF A
 DU1263'GUARD RAIL AND 48.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1263'THE MARK IS 4 FT  SSW FROM A WITNESS POST.
 DU1263'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1263
 DU1263                          STATION RECOVERY (2005)
 DU1263
 DU1263'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0304 ***********************************************************************
 GP0304  DESIGNATION -  E 403
 GP0304  PID         -  GP0304
 GP0304  STATE/COUNTY-  AZ/COCONINO
 GP0304  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0304
 GP0304                         *CURRENT SURVEY CONTROL
 GP0304  ___________________________________________________________________
 GP0304* NAD 83(1986)-  36 39 42.     (N)    111 38 03.     (W)     SCALED    
 GP0304* NAVD 88     -      1754.174  (meters)    5755.15   (feet)  ADJUSTED  
 GP0304  ___________________________________________________________________
 GP0304  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0304  DYNAMIC HT  -        1752.037 (meters)    5748.14  (feet)  COMP
 GP0304  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 GP0304
 GP0304  VERT ORDER  -  FIRST     CLASS II
 GP0304
 GP0304.The horizontal coordinates were scaled from a topographic map and have
 GP0304.an estimated accuracy of +/- 6 seconds.
 GP0304
 GP0304.The orthometric height was determined by differential leveling
 GP0304.and adjusted by the National Geodetic Survey in June 1991..
 GP0304.WARNING-Repeat measurements at this control monument indicate possible
 GP0304.vertical movement.
 GP0304
 GP0304.The geoid height was determined by GEOID03.
 GP0304
 GP0304.The dynamic height is computed by dividing the NAVD 88
 GP0304.geopotential number by the normal gravity value computed on the
 GP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0304.degrees latitude (g = 980.6199 gals.).
 GP0304
 GP0304.The modeled gravity was interpolated from observed gravity values.
 GP0304
 GP0304;                    North         East    Units  Estimated Accuracy
 GP0304;SPC AZ C     -   627,970.      238,610.      MT  (+/- 180 meters Scaled)
 GP0304
 GP0304                          SUPERSEDED SURVEY CONTROL
 GP0304
 GP0304  NGVD 29 (??/??/92) 1753.192  (m)         5751.93   (f) ADJ UNCH    1 2
 GP0304
 GP0304.Superseded values are not recommended for survey control.
 GP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0304.See file dsdata.txt to determine how the superseded data were derived.
 GP0304
 GP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF433575(NAD 83)
 GP0304_MARKER: DB = BENCH MARK DISK
 GP0304_SETTING: 66 = SET IN ROCK OUTCROP
 GP0304_SP_SET: ROCK OUTCROP
 GP0304_STAMPING: E 403 1962
 GP0304_MARK LOGO: CGS   
 GP0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0304+STABILITY: POSITION/ELEVATION WELL
 GP0304
 GP0304  HISTORY     - Date     Condition        Report By
 GP0304  HISTORY     - 1962     MONUMENTED       CGS
 GP0304  HISTORY     - 1978     GOOD             USGS
 GP0304  HISTORY     - 1983     GOOD             NGS
 GP0304
 GP0304                          STATION DESCRIPTION
 GP0304
 GP0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0304'2.95 MI NE FROM BITTER SPRINGS.
 GP0304'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0304'STATION AT BITTER SPRINGS.  THENCE 2.75 MILES NORTHEAST ALONG U.S.
 GP0304'HIGHWAY 89 LEADING TO PAGE, 0.3 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0304'527, AT THE SOUTH END OF A HIGHWAY CUT, 44.5 FEET WEST OF THE
 GP0304'CENTERLINE OF THE HIGHWAY, 13.5 FEET SOUTHWEST OF THE SOUTH END OF THE
 GP0304'WEST BANK OF THE HIGHWAY CUT, 11.0 FEET NORTH OF A METAL WITNESS POST,
 GP0304'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0304'A ROCK OUTCROP FLUSH WITH THE GROUND.
 GP0304
 GP0304                          STATION RECOVERY (1978)
 GP0304
 GP0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0304'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0304'SPRING, 2.75 MI. NE. OF ALONG HWY. 89 LEADING TO PAGE. REMAINDER OF
 GP0304'DESCRIPTION IS ADEQUATE.
 GP0304
 GP0304                          STATION RECOVERY (1983)
 GP0304
 GP0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1284 ***********************************************************************
 DU1284  DESIGNATION -  E 404
 DU1284  PID         -  DU1284
 DU1284  STATE/COUNTY-  AZ/GILA
 DU1284  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1284
 DU1284                         *CURRENT SURVEY CONTROL
 DU1284  ___________________________________________________________________
 DU1284* NAD 83(1986)-  33 36 20.     (N)    111 02 20.     (W)     SCALED    
 DU1284* NAVD 88     -       750.759  (meters)    2463.12   (feet)  ADJUSTED  
 DU1284  ___________________________________________________________________
 DU1284  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1284  DYNAMIC HT  -         749.786 (meters)    2459.92  (feet)  COMP
 DU1284  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 DU1284
 DU1284  VERT ORDER  -  FIRST     CLASS II
 DU1284
 DU1284.The horizontal coordinates were scaled from a topographic map and have
 DU1284.an estimated accuracy of +/- 6 seconds.
 DU1284
 DU1284.The orthometric height was determined by differential leveling
 DU1284.and adjusted by the National Geodetic Survey in June 1991..
 DU1284
 DU1284.The geoid height was determined by GEOID03.
 DU1284
 DU1284.The dynamic height is computed by dividing the NAVD 88
 DU1284.geopotential number by the normal gravity value computed on the
 DU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1284.degrees latitude (g = 980.6199 gals.).
 DU1284
 DU1284.The modeled gravity was interpolated from observed gravity values.
 DU1284
 DU1284;                    North         East    Units  Estimated Accuracy
 DU1284;SPC AZ E     -   289,250.      132,420.      MT  (+/- 180 meters Scaled)
 DU1284
 DU1284                          SUPERSEDED SURVEY CONTROL
 DU1284
 DU1284.No superseded survey control is available for this station.
 DU1284
 DU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC963184(NAD 83)
 DU1284_MARKER: DB = BENCH MARK DISK
 DU1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1284_SP_SET: STAINLESS STEEL ROD
 DU1284_STAMPING: E 404 1979
 DU1284_PROJECTION: FLUSH
 DU1284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1284+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1284_ROD/PIPE-DEPTH: 2.44 meters
 DU1284
 DU1284  HISTORY     - Date     Condition        Report By
 DU1284  HISTORY     - 1979     MONUMENTED       NGS
 DU1284  HISTORY     - 19980701 GOOD             AZDT
 DU1284  HISTORY     - 20040403 GOOD             USPSQD
 DU1284
 DU1284                          STATION DESCRIPTION
 DU1284
 DU1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1284'6.6 MI SE FROM ROOSEVELT.
 DU1284'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1284'THE POST OFFICE IN ROOSEVELT, 43.4 FEET NORTH OF THE
 DU1284'CENTERLINE OF THE HIGHWAY, 56.2 FEET SOUTH OF A FENCE.  NOTE=REFUSAL
 DU1284'WAS REACHED AT 8 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DU1284'SCREWPLUG.
 DU1284'THE MARK IS 2 FT  W FROM A WITNESS POST.
 DU1284'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU1284
 DU1284                          STATION RECOVERY (1998)
 DU1284
 DU1284'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1284'RECOVERED AS DESCRIBED.
 DU1284
 DU1284                          STATION RECOVERY (2004)
 DU1284
 DU1284'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1284'RECOVERED  AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0205 ***********************************************************************
 GP0205  DESIGNATION -  E 404
 GP0205  PID         -  GP0205
 GP0205  STATE/COUNTY-  AZ/COCONINO
 GP0205  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0205
 GP0205                         *CURRENT SURVEY CONTROL
 GP0205  ___________________________________________________________________
 GP0205* NAD 83(1986)-  36 40 09.     (N)    111 39 09.     (W)     SCALED    
 GP0205* NAVD 88     -      1488.199  (meters)    4882.53   (feet)  POSTED    
 GP0205  ___________________________________________________________________
 GP0205  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0205  DYNAMIC HT  -        1486.400 (meters)    4876.63  (feet)  COMP
 GP0205  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 GP0205
 GP0205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0205
 GP0205.The horizontal coordinates were scaled from a topographic map and have
 GP0205.an estimated accuracy of +/- 6 seconds.
 GP0205
 GP0205.The orthometric height was determined by differential leveling
 GP0205.and adjusted by the National Geodetic Survey in 1992..
 GP0205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0205.rate of 1.1 thru 2.0 mm/km.
 GP0205
 GP0205.The geoid height was determined by GEOID03.
 GP0205
 GP0205.The dynamic height is computed by dividing the NAVD 88
 GP0205.geopotential number by the normal gravity value computed on the
 GP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0205.degrees latitude (g = 980.6199 gals.).
 GP0205
 GP0205.The modeled gravity was interpolated from observed gravity values.
 GP0205
 GP0205;                    North         East    Units  Estimated Accuracy
 GP0205;SPC AZ C     -   628,790.      236,970.      MT  (+/- 180 meters Scaled)
 GP0205
 GP0205                          SUPERSEDED SURVEY CONTROL
 GP0205
 GP0205  NGVD 29 (??/??/92) 1487.22   (m)         4879.3    (f) COMPUTED    1 2
 GP0205
 GP0205.Superseded values are not recommended for survey control.
 GP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0205.See file dsdata.txt to determine how the superseded data were derived.
 GP0205
 GP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416583(NAD 83)
 GP0205_MARKER: DB = BENCH MARK DISK
 GP0205_SETTING: 66 = SET IN ROCK OUTCROP
 GP0205_SP_SET: ROCK OUTCROP
 GP0205_STAMPING: E 404 1962
 GP0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0205+STABILITY: POSITION/ELEVATION WELL
 GP0205
 GP0205  HISTORY     - Date     Condition        Report By
 GP0205  HISTORY     - 1962     MONUMENTED       CGS
 GP0205  HISTORY     - 1978     GOOD             USGS
 GP0205  HISTORY     - 19931203 GOOD             USPSQD
 GP0205
 GP0205                          STATION DESCRIPTION
 GP0205
 GP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0205'2.3 MI N FROM BITTER SPRINGS.
 GP0205'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0205'STATION AT BITTER SPRINGS, 158 FEET NORTHEAST OF THE CENTERLINE OF THE
 GP0205'HIGHWAY, 71 FEET EAST OF THE CENTERLINE OF A SMALL NARROW WASH, 30
 GP0205'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 GP0205'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
 GP0205
 GP0205                          STATION RECOVERY (1978)
 GP0205
 GP0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0205'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 2.5 MILES N.
 GP0205'OF ALONG ALT 89. CHEVRON SERVICE STATION HAS BEEN REMOVED. REMAINDER
 GP0205'OF DESCRIPTION IS ADEQUATE.
 GP0205
 GP0205                          STATION RECOVERY (1993)
 GP0205
 GP0205'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1182 ***********************************************************************
 DU1182  DESIGNATION -  E 405
 DU1182  PID         -  DU1182
 DU1182  STATE/COUNTY-  AZ/GILA
 DU1182  USGS QUAD   -  CHROME BUTTE (1966)
 DU1182
 DU1182                         *CURRENT SURVEY CONTROL
 DU1182  ___________________________________________________________________
 DU1182* NAD 83(1986)-  33 33 49.     (N)    110 40 20.     (W)     SCALED    
 DU1182* NAVD 88     -      1326.567  (meters)    4352.25   (feet)  ADJUSTED  
 DU1182  ___________________________________________________________________
 DU1182  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DU1182  DYNAMIC HT  -        1324.732 (meters)    4346.22  (feet)  COMP
 DU1182  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 DU1182
 DU1182  VERT ORDER  -  FIRST     CLASS II
 DU1182
 DU1182.The horizontal coordinates were scaled from a topographic map and have
 DU1182.an estimated accuracy of +/- 6 seconds.
 DU1182
 DU1182.The orthometric height was determined by differential leveling
 DU1182.and adjusted by the National Geodetic Survey in June 1991..
 DU1182
 DU1182.The geoid height was determined by GEOID03.
 DU1182
 DU1182.The dynamic height is computed by dividing the NAVD 88
 DU1182.geopotential number by the normal gravity value computed on the
 DU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1182.degrees latitude (g = 980.6199 gals.).
 DU1182
 DU1182.The modeled gravity was interpolated from observed gravity values.
 DU1182
 DU1182;                    North         East    Units  Estimated Accuracy
 DU1182;SPC AZ E     -   284,370.      166,420.      MT  (+/- 180 meters Scaled)
 DU1182
 DU1182                          SUPERSEDED SURVEY CONTROL
 DU1182
 DU1182.No superseded survey control is available for this station.
 DU1182
 DU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC304138(NAD 83)
 DU1182_MARKER: DB = BENCH MARK DISK
 DU1182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1182+WITH SETTING: INFORMATION.
 DU1182_SP_SET: SHALLOW SET METAL ROD
 DU1182_STAMPING: E 405 1979
 DU1182_PROJECTION: FLUSH
 DU1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1182_ROD/PIPE-DEPTH: 1.52 meters
 DU1182
 DU1182  HISTORY     - Date     Condition        Report By
 DU1182  HISTORY     - 1979     MONUMENTED       NGS
 DU1182
 DU1182                          STATION DESCRIPTION
 DU1182
 DU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1182'14.7 MI NE FROM GLOBE.
 DU1182'14.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1182'COURTHOUSE IN GLOBE, 0.1 MILE WEST-SOUTHWEST OF MILE POST NUMBER
 DU1182'2646, 94.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET
 DU1182'SOUTH OF A TRACK ROAD LEADING WEST, 17.8 FEET SOUTH OF THE SOUTH END
 DU1182'OF A WIRE GATE AND 2.1 FEET EAST OF A FENCE.  NOTE=REFUSAL WAS
 DU1182'REACHED AT 5 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1182'PLUG.
 DU1182'THE MARK IS 2.1 FT  N FROM A WITNESS POST.
 DU1182'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0273 ***********************************************************************
 GP0273  DESIGNATION -  E 405
 GP0273  PID         -  GP0273
 GP0273  STATE/COUNTY-  AZ/COCONINO
 GP0273  USGS QUAD   -  FERRY SWALE (1985)
 GP0273
 GP0273                         *CURRENT SURVEY CONTROL
 GP0273  ___________________________________________________________________
 GP0273* NAD 83(1986)-  36 58 36.     (N)    111 31 13.     (W)     SCALED    
 GP0273* NAVD 88     -      1232.087  (meters)    4042.27   (feet)  ADJUSTED  
 GP0273  ___________________________________________________________________
 GP0273  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0273  DYNAMIC HT  -        1230.691 (meters)    4037.69  (feet)  COMP
 GP0273  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 GP0273
 GP0273  VERT ORDER  -  FIRST     CLASS II
 GP0273
 GP0273.The horizontal coordinates were scaled from a topographic map and have
 GP0273.an estimated accuracy of +/- 6 seconds.
 GP0273
 GP0273.The orthometric height was determined by differential leveling
 GP0273.and adjusted by the National Geodetic Survey in June 1991..
 GP0273
 GP0273.The geoid height was determined by GEOID03.
 GP0273
 GP0273.The dynamic height is computed by dividing the NAVD 88
 GP0273.geopotential number by the normal gravity value computed on the
 GP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0273.degrees latitude (g = 980.6199 gals.).
 GP0273
 GP0273.The modeled gravity was interpolated from observed gravity values.
 GP0273
 GP0273;                    North         East    Units  Estimated Accuracy
 GP0273;SPC AZ C     -   662,950.      248,650.      MT  (+/- 180 meters Scaled)
 GP0273
 GP0273                          SUPERSEDED SURVEY CONTROL
 GP0273
 GP0273  NGVD 29 (??/??/92) 1231.175  (m)         4039.28   (f) ADJ UNCH    1 2
 GP0273
 GP0273.Superseded values are not recommended for survey control.
 GP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0273.See file dsdata.txt to determine how the superseded data were derived.
 GP0273
 GP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF536924(NAD 83)
 GP0273_MARKER: DB = BENCH MARK DISK
 GP0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0273_SP_SET: CATTLE GUARD
 GP0273_STAMPING: E 405 1962
 GP0273_MARK LOGO: CGS   
 GP0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0273
 GP0273  HISTORY     - Date     Condition        Report By
 GP0273  HISTORY     - 1962     MONUMENTED       CGS
 GP0273  HISTORY     - 1983     GOOD             NGS
 GP0273
 GP0273                          STATION DESCRIPTION
 GP0273
 GP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0273'3.9 MI NW FROM PAGE.
 GP0273'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0273'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT A CONCRETE AND METAL
 GP0273'CATTLE GUARD OVER A GRAVEL ROAD WHICH LEADS TO WAHWEAP, 101 FEET NORTH
 GP0273'OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET WEST OF THE CENTERLINE OF
 GP0273'THE CATTLE GUARD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD, AND
 GP0273'SET IN THE TOP AND CENTER OF THE WEST CONCRETE HEADWALL OF THE CATTLE
 GP0273'GUARD.
 GP0273
 GP0273                          STATION RECOVERY (1983)
 GP0273
 GP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1246 ***********************************************************************
 DU1246  DESIGNATION -  E 406
 DU1246  PID         -  DU1246
 DU1246  STATE/COUNTY-  AZ/GILA
 DU1246  USGS QUAD   -  CONE BUTTE (1978)
 DU1246
 DU1246                         *CURRENT SURVEY CONTROL
 DU1246  ___________________________________________________________________
 DU1246* NAD 83(1986)-  33 48 43.     (N)    110 07 49.     (W)     SCALED    
 DU1246* NAVD 88     -      1563.418  (meters)    5129.31   (feet)  ADJUSTED  
 DU1246  ___________________________________________________________________
 DU1246  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1246  DYNAMIC HT  -        1561.162 (meters)    5121.91  (feet)  COMP
 DU1246  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 DU1246
 DU1246  VERT ORDER  -  FIRST     CLASS II
 DU1246
 DU1246.The horizontal coordinates were scaled from a topographic map and have
 DU1246.an estimated accuracy of +/- 6 seconds.
 DU1246
 DU1246.The orthometric height was determined by differential leveling
 DU1246.and adjusted by the National Geodetic Survey in June 1991..
 DU1246
 DU1246.The geoid height was determined by GEOID03.
 DU1246
 DU1246.The dynamic height is computed by dividing the NAVD 88
 DU1246.geopotential number by the normal gravity value computed on the
 DU1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1246.degrees latitude (g = 980.6199 gals.).
 DU1246
 DU1246.The modeled gravity was interpolated from observed gravity values.
 DU1246
 DU1246;                    North         East    Units  Estimated Accuracy
 DU1246;SPC AZ E     -   311,800.      216,730.      MT  (+/- 180 meters Scaled)
 DU1246
 DU1246                          SUPERSEDED SURVEY CONTROL
 DU1246
 DU1246.No superseded survey control is available for this station.
 DU1246
 DU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC804416(NAD 83)
 DU1246_MARKER: DB = BENCH MARK DISK
 DU1246_SETTING: 66 = SET IN ROCK OUTCROP
 DU1246_SP_SET: ROCK OUTCROP
 DU1246_STAMPING: E 406 1979
 DU1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1246+STABILITY: POSITION/ELEVATION WELL
 DU1246
 DU1246  HISTORY     - Date     Condition        Report By
 DU1246  HISTORY     - 1979     MONUMENTED       NGS
 DU1246
 DU1246                          STATION DESCRIPTION
 DU1246
 DU1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1246'11.6 MI NW FROM WHITERIVER.
 DU1246'11.6 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1246'HEADQUARTERS IN WHITERIVER, 0.05 MILE SOUTHEAST OF HIGHWAY MILE MARKER
 DU1246'327, SET IN BEDROCK IN A DRY STREAM BED, 56 FEET SOUTH OF THE CENTER
 DU1246'OF THE HIGHWAY, 58 FEET NORTHWEST OF UTILITY POLE NUMBER 8, 45 FEET
 DU1246'NORTH OF A WIRE FENCE AND 3 FEET WEST OF A SMALL DROP OFF.
 DU1246'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 DU1246'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1220 ***********************************************************************
 DU1220  DESIGNATION -  E 407
 DU1220  PID         -  DU1220
 DU1220  STATE/COUNTY-  AZ/GILA
 DU1220  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1220
 DU1220                         *CURRENT SURVEY CONTROL
 DU1220  ___________________________________________________________________
 DU1220* NAD 83(1986)-  33 50 16.     (N)    110 26 11.     (W)     SCALED    
 DU1220* NAVD 88     -      1449.089  (meters)    4754.22   (feet)  ADJUSTED  
 DU1220  ___________________________________________________________________
 DU1220  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DU1220  DYNAMIC HT  -        1447.027 (meters)    4747.45  (feet)  COMP
 DU1220  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 DU1220
 DU1220  VERT ORDER  -  FIRST     CLASS II
 DU1220
 DU1220.The horizontal coordinates were scaled from a topographic map and have
 DU1220.an estimated accuracy of +/- 6 seconds.
 DU1220
 DU1220.The orthometric height was determined by differential leveling
 DU1220.and adjusted by the National Geodetic Survey in June 1991..
 DU1220
 DU1220.The geoid height was determined by GEOID03.
 DU1220
 DU1220.The dynamic height is computed by dividing the NAVD 88
 DU1220.geopotential number by the normal gravity value computed on the
 DU1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1220.degrees latitude (g = 980.6199 gals.).
 DU1220
 DU1220.The modeled gravity was interpolated from observed gravity values.
 DU1220
 DU1220;                    North         East    Units  Estimated Accuracy
 DU1220;SPC AZ E     -   314,700.      188,400.      MT  (+/- 180 meters Scaled)
 DU1220
 DU1220                          SUPERSEDED SURVEY CONTROL
 DU1220
 DU1220.No superseded survey control is available for this station.
 DU1220
 DU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC521443(NAD 83)
 DU1220_MARKER: DB = BENCH MARK DISK
 DU1220_SETTING: 66 = SET IN ROCK OUTCROP
 DU1220_SP_SET: ROCK OUTCROP
 DU1220_STAMPING: E 407 1979
 DU1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1220+STABILITY: POSITION/ELEVATION WELL
 DU1220
 DU1220  HISTORY     - Date     Condition        Report By
 DU1220  HISTORY     - 1979     MONUMENTED       NGS
 DU1220
 DU1220                          STATION DESCRIPTION
 DU1220
 DU1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1220'44.8 MI NE FROM GLOBE.
 DU1220'6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1220'IN SALT RIVER CANYON, 51.2 FEET EAST OF THE EAST END OF A GUARD
 DU1220'RAIL, 92.7 FEET NORTHEAST OF THE SOUTHWEST END OF A GUARD RAIL AND
 DU1220'33.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1220'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1220'COURTHOUSE IN GLOBE.
 DU1220'THE MARK IS 1.7 FT  SE FROM A WITNESS POST.
 DU1220'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0323 ***********************************************************************
 ER0323  DESIGNATION -  E 408
 ER0323  PID         -  ER0323
 ER0323  STATE/COUNTY-  AZ/NAVAJO
 ER0323  USGS QUAD   -  INDIAN PINE (1977)
 ER0323
 ER0323                         *CURRENT SURVEY CONTROL
 ER0323  ___________________________________________________________________
 ER0323* NAD 83(1986)-  34 00 44.     (N)    109 54 00.     (W)     SCALED    
 ER0323* NAVD 88     -      1939.203  (meters)    6362.20   (feet)  ADJUSTED  
 ER0323  ___________________________________________________________________
 ER0323  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0323  DYNAMIC HT  -        1936.251 (meters)    6352.52  (feet)  COMP
 ER0323  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 ER0323
 ER0323  VERT ORDER  -  FIRST     CLASS II
 ER0323
 ER0323.The horizontal coordinates were scaled from a topographic map and have
 ER0323.an estimated accuracy of +/- 6 seconds.
 ER0323
 ER0323.The orthometric height was determined by differential leveling
 ER0323.and adjusted by the National Geodetic Survey in June 1991..
 ER0323
 ER0323.The geoid height was determined by GEOID03.
 ER0323
 ER0323.The dynamic height is computed by dividing the NAVD 88
 ER0323.geopotential number by the normal gravity value computed on the
 ER0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0323.degrees latitude (g = 980.6199 gals.).
 ER0323
 ER0323.The modeled gravity was interpolated from observed gravity values.
 ER0323
 ER0323;                    North         East    Units  Estimated Accuracy
 ER0323;SPC AZ E     -   334,040.      237,990.      MT  (+/- 180 meters Scaled)
 ER0323
 ER0323                          SUPERSEDED SURVEY CONTROL
 ER0323
 ER0323.No superseded survey control is available for this station.
 ER0323
 ER0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC015640(NAD 83)
 ER0323_MARKER: DB = BENCH MARK DISK
 ER0323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0323_SP_SET: STAINLESS STEEL ROD
 ER0323_STAMPING: E 408 1979
 ER0323_PROJECTION: FLUSH
 ER0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0323_ROD/PIPE-DEPTH: 6.10 meters
 ER0323
 ER0323  HISTORY     - Date     Condition        Report By
 ER0323  HISTORY     - 1979     MONUMENTED       NGS
 ER0323
 ER0323                          STATION DESCRIPTION
 ER0323
 ER0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0323'8.7 MI SW FROM MCNARY.
 ER0323'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0323'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 5.35 MILES
 ER0323'SOUTH ALONG STATE HIGHWAY 73, 0.2 MILE NORTH OF HIGHWAY MILE MARKER
 ER0323'353, 57.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 11.5 FEET
 ER0323'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING NORTHEAST, 6.7 FEET
 ER0323'WEST OF A BARBED WIRE FENCE AND 4.0 FEET SOUTHWEST OF UTILITY POLE
 ER0323'NUMBER 2.
 ER0323'THE MARK IS 1.3 FT  SE FROM A WITNESS POST.
 ER0323'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0466 ***********************************************************************
 DT0466  DESIGNATION -  E 409
 DT0466  PID         -  DT0466
 DT0466  STATE/COUNTY-  AZ/APACHE
 DT0466  USGS QUAD   -  NUTRIOSO (1991)
 DT0466
 DT0466                         *CURRENT SURVEY CONTROL
 DT0466  ___________________________________________________________________
 DT0466* NAD 83(1986)-  33 55 02.     (N)    109 10 29.     (W)     SCALED    
 DT0466* NAVD 88     -      2476.277  (meters)    8124.25   (feet)  ADJUSTED  
 DT0466  ___________________________________________________________________
 DT0466  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0466  DYNAMIC HT  -        2472.197 (meters)    8110.87  (feet)  COMP
 DT0466  MODELED GRAV-     978,899.4   (mgal)                       NAVD 88
 DT0466
 DT0466  VERT ORDER  -  FIRST     CLASS II
 DT0466
 DT0466.The horizontal coordinates were scaled from a topographic map and have
 DT0466.an estimated accuracy of +/- 6 seconds.
 DT0466
 DT0466.The orthometric height was determined by differential leveling
 DT0466.and adjusted by the National Geodetic Survey in June 1991..
 DT0466
 DT0466.The geoid height was determined by GEOID03.
 DT0466
 DT0466.The dynamic height is computed by dividing the NAVD 88
 DT0466.geopotential number by the normal gravity value computed on the
 DT0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0466.degrees latitude (g = 980.6199 gals.).
 DT0466
 DT0466.The modeled gravity was interpolated from observed gravity values.
 DT0466
 DT0466;                    North         East    Units  Estimated Accuracy
 DT0466;SPC AZ E     -   323,920.      305,080.      MT  (+/- 180 meters Scaled)
 DT0466
 DT0466                          SUPERSEDED SURVEY CONTROL
 DT0466
 DT0466.No superseded survey control is available for this station.
 DT0466
 DT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC687544(NAD 83)
 DT0466_MARKER: DB = BENCH MARK DISK
 DT0466_SETTING: 66 = SET IN ROCK OUTCROP
 DT0466_SP_SET: ROCK OUTCROP
 DT0466_STAMPING: E 409 1980
 DT0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0466+STABILITY: POSITION/ELEVATION WELL
 DT0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0466+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0466
 DT0466  HISTORY     - Date     Condition        Report By
 DT0466  HISTORY     - 1980     MONUMENTED       NGS
 DT0466  HISTORY     - 20050729 GOOD             USPSQD
 DT0466
 DT0466                          STATION DESCRIPTION
 DT0466
 DT0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0466'5.2 KM SE FROM NUTRIOSO.
 DT0466'5.2 KM (3.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0466'POST OFFICE IN NUTRIOSO, 0.6 KM (0.35 MI) SOUTH OF MILE
 DT0466'POST 420, 16.0 METERS (52.5 FT) NORTH OF THE CENTERLINE OF THE
 DT0466'HIGHWAY, 14.1 METERS (46.3 FT) SOUTH OF A FENCE AND 8.9 METERS
 DT0466'(29.2 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A BOX CULVERT.
 DT0466'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 DT0466'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DT0466
 DT0466                          STATION RECOVERY (2005)
 DT0466
 DT0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0211 ***********************************************************************
 DT0211  DESIGNATION -  E 41
 DT0211  PID         -  DT0211
 DT0211  STATE/COUNTY-  AZ/APACHE
 DT0211  USGS QUAD   -  ALPINE (1991)
 DT0211
 DT0211                         *CURRENT SURVEY CONTROL
 DT0211  ___________________________________________________________________
 DT0211* NAD 83(1986)-  33 51 36.     (N)    109 09 45.     (W)     SCALED    
 DT0211* NAVD 88     -      2472.845  (meters)    8112.99   (feet)  ADJUSTED  
 DT0211  ___________________________________________________________________
 DT0211  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0211  DYNAMIC HT  -        2468.781 (meters)    8099.66  (feet)  COMP
 DT0211  MODELED GRAV-     978,903.2   (mgal)                       NAVD 88
 DT0211
 DT0211  VERT ORDER  -  FIRST     CLASS II
 DT0211
 DT0211.The horizontal coordinates were scaled from a topographic map and have
 DT0211.an estimated accuracy of +/- 6 seconds.
 DT0211
 DT0211.The orthometric height was determined by differential leveling
 DT0211.and adjusted by the National Geodetic Survey in June 1991..
 DT0211
 DT0211.The geoid height was determined by GEOID03.
 DT0211
 DT0211.The dynamic height is computed by dividing the NAVD 88
 DT0211.geopotential number by the normal gravity value computed on the
 DT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0211.degrees latitude (g = 980.6199 gals.).
 DT0211
 DT0211.The modeled gravity was interpolated from observed gravity values.
 DT0211
 DT0211;                    North         East    Units  Estimated Accuracy
 DT0211;SPC AZ E     -   317,580.      306,270.      MT  (+/- 180 meters Scaled)
 DT0211
 DT0211                          SUPERSEDED SURVEY CONTROL
 DT0211
 DT0211  NGVD 29 (??/??/92) 2471.752  (m)         8109.41   (f) ADJ UNCH    1 2
 DT0211
 DT0211.Superseded values are not recommended for survey control.
 DT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0211.See file dsdata.txt to determine how the superseded data were derived.
 DT0211
 DT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC699481(NAD 83)
 DT0211_MARKER: DB = BENCH MARK DISK
 DT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0211_STAMPING: E 41 1934
 DT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0211+STABILITY: SURFACE MOTION
 DT0211
 DT0211  HISTORY     - Date     Condition        Report By
 DT0211  HISTORY     - 1934     MONUMENTED       CGS
 DT0211  HISTORY     - 1958     MARK NOT FOUND   NGS
 DT0211  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0211  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 DT0211
 DT0211                          STATION DESCRIPTION
 DT0211
 DT0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DT0211'1.5 MI N FROM ALPINE.
 DT0211'1.5 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM THE POST OFFICE AT
 DT0211'ALPINE, APACHE COUNTY, 700 FEET EAST OF RANCH BUILDINGS, AT A CURVE 30
 DT0211'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET EAST OF A
 DT0211'FENCE LINE.  A STANDARD DISK, STAMPED E 41 1934 AND SET IN THE TOP OF
 DT0211'A CONCRETE POST.
 DT0211
 DT0211                          STATION RECOVERY (1980)
 DT0211
 DT0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0211'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK,
 DT0211
 DT0211                          STATION RECOVERY (1989)
 DT0211
 DT0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0340 ***********************************************************************
 ER0340  DESIGNATION -  E 410
 ER0340  PID         -  ER0340
 ER0340  STATE/COUNTY-  AZ/APACHE
 ER0340  USGS QUAD   -  MC NARY (1985)
 ER0340
 ER0340                         *CURRENT SURVEY CONTROL
 ER0340  ___________________________________________________________________
 ER0340* NAD 83(1986)-  34 04 46.     (N)    109 47 56.     (W)     SCALED    
 ER0340* NAVD 88     -      2314.220  (meters)    7592.57   (feet)  ADJUSTED  
 ER0340  ___________________________________________________________________
 ER0340  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0340  DYNAMIC HT  -        2310.584 (meters)    7580.64  (feet)  COMP
 ER0340  MODELED GRAV-     978,980.9   (mgal)                       NAVD 88
 ER0340
 ER0340  VERT ORDER  -  FIRST     CLASS II
 ER0340
 ER0340.The horizontal coordinates were scaled from a topographic map and have
 ER0340.an estimated accuracy of +/- 6 seconds.
 ER0340
 ER0340.The orthometric height was determined by differential leveling
 ER0340.and adjusted by the National Geodetic Survey in June 1991..
 ER0340
 ER0340.The geoid height was determined by GEOID03.
 ER0340
 ER0340.The dynamic height is computed by dividing the NAVD 88
 ER0340.geopotential number by the normal gravity value computed on the
 ER0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0340.degrees latitude (g = 980.6199 gals.).
 ER0340
 ER0340.The modeled gravity was interpolated from observed gravity values.
 ER0340
 ER0340;                    North         East    Units  Estimated Accuracy
 ER0340;SPC AZ E     -   341,530.      247,300.      MT  (+/- 180 meters Scaled)
 ER0340
 ER0340                          SUPERSEDED SURVEY CONTROL
 ER0340
 ER0340.No superseded survey control is available for this station.
 ER0340
 ER0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC108716(NAD 83)
 ER0340_MARKER: I = METAL ROD
 ER0340_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0340+WITH SETTING: INFORMATION.
 ER0340_SP_SET: SHALLOW SET METAL ROD
 ER0340_STAMPING: E 410 1980
 ER0340_PROJECTION: FLUSH
 ER0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0340_ROD/PIPE-DEPTH: 2.1  meters
 ER0340
 ER0340  HISTORY     - Date     Condition        Report By
 ER0340  HISTORY     - 1980     MONUMENTED       NGS
 ER0340  HISTORY     - 20050729 GOOD             USPSQD
 ER0340
 ER0340                          STATION DESCRIPTION
 ER0340
 ER0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0340'5.4 KM EAST FROM MCNARY.
 ER0340'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0340'OFFICE IN MCNARY, THENCE 5.3 KM (3.3 MI) EAST ALONG STATE
 ER0340'HIGHWAY 260, 38.6 METERS (126.7 FT) NORTH-NORTHEAST OF THE
 ER0340'CENTERLINE OF THE HIGHWAY, 41.1 METERS (135.0 FT) NORTH-NORTHEAST
 ER0340'OF MILE POST 364, 14.2 METERS (46.6 FT) NORTHWEST OF THE CENTER OF A
 ER0340'GRAVEL ROAD LEADING NORTHEAST, 15.5 METERS (50.9 FT) NORTHWEST OF
 ER0340'THE NORTHWEST END OF A CATTLE GUARD, 11.7 METERS (38.7 FT) WEST
 ER0340'OF A T FENCE CORNER AND 0.5 METERS (1.5 FT) SOUTH-SOUTHEAST OF A FENCE
 ER0340'NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE
 ER0340'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0340'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ER0340'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0340
 ER0340                          STATION RECOVERY (2005)
 ER0340
 ER0340'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0362 ***********************************************************************
 ER0362  DESIGNATION -  E 411
 ER0362  PID         -  ER0362
 ER0362  STATE/COUNTY-  AZ/APACHE
 ER0362  USGS QUAD   -  GREER (1969)
 ER0362
 ER0362                         *CURRENT SURVEY CONTROL
 ER0362  ___________________________________________________________________
 ER0362* NAD 83(1986)-  34 04 33.     (N)    109 27 59.     (W)     SCALED    
 ER0362* NAVD 88     -      2514.921  (meters)    8251.04   (feet)  ADJUSTED  
 ER0362  ___________________________________________________________________
 ER0362  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0362  DYNAMIC HT  -        2510.859 (meters)    8237.71  (feet)  COMP
 ER0362  MODELED GRAV-     978,929.6   (mgal)                       NAVD 88
 ER0362
 ER0362  VERT ORDER  -  FIRST     CLASS II
 ER0362
 ER0362.The horizontal coordinates were scaled from a topographic map and have
 ER0362.an estimated accuracy of +/- 6 seconds.
 ER0362
 ER0362.The orthometric height was determined by differential leveling
 ER0362.and adjusted by the National Geodetic Survey in June 1991..
 ER0362
 ER0362.The geoid height was determined by GEOID03.
 ER0362
 ER0362.The dynamic height is computed by dividing the NAVD 88
 ER0362.geopotential number by the normal gravity value computed on the
 ER0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0362.degrees latitude (g = 980.6199 gals.).
 ER0362
 ER0362.The modeled gravity was interpolated from observed gravity values.
 ER0362
 ER0362;                    North         East    Units  Estimated Accuracy
 ER0362;SPC AZ E     -   341,290.      277,990.      MT  (+/- 180 meters Scaled)
 ER0362
 ER0362                          SUPERSEDED SURVEY CONTROL
 ER0362
 ER0362.No superseded survey control is available for this station.
 ER0362
 ER0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC415716(NAD 83)
 ER0362_MARKER: DB = BENCH MARK DISK
 ER0362_SETTING: 66 = SET IN ROCK OUTCROP
 ER0362_SP_SET: ROCK OUTCROP
 ER0362_STAMPING: E 411 1980
 ER0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0362+STABILITY: POSITION/ELEVATION WELL
 ER0362
 ER0362  HISTORY     - Date     Condition        Report By
 ER0362  HISTORY     - 1980     MONUMENTED       NGS
 ER0362
 ER0362                          STATION DESCRIPTION
 ER0362
 ER0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0362'17.4 KM WEST FROM EAGAR.
 ER0362'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0362'OFFICE IN EAGAR, THENCE 17.2 KM (10.7 MI) WEST ALONG STATE
 ER0362'HIGHWAY 260, 0.7 KM (0.45 MI) WEST OF MILE POST 386, IN A
 ER0362'ROCK OUTCROP AT THE JUNCTION OF STATE HIGHWAY 373, 50.3 METERS
 ER0362'(165.0 FT) EAST OF THE NORTH END OF A CATTLE GUARD, 35.4 (116.1
 ER0362'FT) NORTHWEST OF THE JUNCTION OF THE HIGHWAYS AND 10.1 METERS (33.1
 ER0362'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0362'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 ER0362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8553 ***********************************************************************
 AH8553  DESIGNATION -  E 411 RESET
 AH8553  PID         -  AH8553
 AH8553  STATE/COUNTY-  AZ/NAVAJO
 AH8553  USGS QUAD   -  GREER (1969)
 AH8553
 AH8553                         *CURRENT SURVEY CONTROL
 AH8553  ___________________________________________________________________
 AH8553* NAD 83(1986)-  34 04 33.     (N)    109 27 59.     (W)     SCALED    
 AH8553* NAVD 88     -      2514.97   (meters)    8251.2    (feet)  RESET     
 AH8553  ___________________________________________________________________
 AH8553  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AH8553
 AH8553  VERT ORDER  -  THIRD
 AH8553
 AH8553.The horizontal coordinates were scaled from a topographic map and have
 AH8553.an estimated accuracy of +/- 6 seconds.
 AH8553
 AH8553.The orthometric height was computed from unverified reset data.
 AH8553
 AH8553.The geoid height was determined by GEOID03.
 AH8553
 AH8553;                    North         East    Units  Estimated Accuracy
 AH8553;SPC AZ E     -   341,290.      277,990.      MT  (+/- 180 meters Scaled)
 AH8553
 AH8553                          SUPERSEDED SURVEY CONTROL
 AH8553
 AH8553.No superseded survey control is available for this station.
 AH8553
 AH8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC415716(NAD 83)
 AH8553_MARKER: DV = VERTICAL CONTROL DISK
 AH8553_SETTING: 66 = SET IN ROCK OUTCROP
 AH8553_STAMPING: E 411 RESET 1998
 AH8553_MARK LOGO: NGS   
 AH8553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8553+STABILITY: POSITION/ELEVATION WELL
 AH8553
 AH8553  HISTORY     - Date     Condition        Report By
 AH8553  HISTORY     - 1998     MONUMENTED       AZDT
 AH8553
 AH8553                          STATION DESCRIPTION
 AH8553
 AH8553'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (OWP)
 AH8553'0.1 MILE (0.2 KM) SOUTH ALONG US HIGHWAY 180 B FROM POST OFFICE IN
 AH8553'EAGAR, THENCE 10.7 MILES (17.2 KM) WEST ALONG STATE HIGHWAY 260, IN A
 AH8553'ROCK OUTCROP AT HIGHWAY 373, 78.8 FEET (24.0 M) NORTHEAST OF
 AH8553'CENTERLINE OF JUNCTION OF HIGHWAYS 260 AND 373, AND 211.9 FEET (64.6
 AH8553'M) EAST OF CENTERLINE OF A TURNOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1007 ***********************************************************************
 DV1007  DESIGNATION -  E 413 34
 DV1007  PID         -  DV1007
 DV1007  STATE/COUNTY-  AZ/LA PAZ
 DV1007  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1007
 DV1007                         *CURRENT SURVEY CONTROL
 DV1007  ___________________________________________________________________
 DV1007* NAD 83(1986)-  33 34 55.     (N)    113 26 19.     (W)     SCALED    
 DV1007* NAVD 88     -       432.78   (+/-2cm)    1419.9    (feet)  VERTCON   
 DV1007  ___________________________________________________________________
 DV1007  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1007
 DV1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1007
 DV1007.The horizontal coordinates were scaled from a topographic map and have
 DV1007.an estimated accuracy of +/- 6 seconds.
 DV1007
 DV1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1007.The vertical order pertains to the NGVD 29 superseded value.
 DV1007
 DV1007.The geoid height was determined by GEOID03.
 DV1007
 DV1007;                    North         East    Units  Estimated Accuracy
 DV1007;SPC AZ W     -   286,340.      242,270.      MT  (+/- 180 meters Scaled)
 DV1007
 DV1007                          SUPERSEDED SURVEY CONTROL
 DV1007
 DV1007  NGVD 29 (??/??/92)  432.106  (m)         1417.67   (f) ADJ UNCH    2 0
 DV1007
 DV1007.Superseded values are not recommended for survey control.
 DV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1007.See file dsdata.txt to determine how the superseded data were derived.
 DV1007
 DV1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC736184(NAD 83)
 DV1007_MARKER: DB = BENCH MARK DISK
 DV1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1007_STAMPING: E 413 34 1962
 DV1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1007+STABILITY: SURFACE MOTION
 DV1007
 DV1007  HISTORY     - Date     Condition        Report By
 DV1007  HISTORY     - 1962     MONUMENTED       CGS
 DV1007
 DV1007                          STATION DESCRIPTION
 DV1007
 DV1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1007'22.4 MI SE FROM SALOME.
 DV1007'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1007'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1007'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1007'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1007'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1007'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1007'THENCE 5.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1007'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9 FEET
 DV1007'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1007'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0999 ***********************************************************************
 DU0999  DESIGNATION -  E 414
 DU0999  PID         -  DU0999
 DU0999  STATE/COUNTY-  AZ/MARICOPA
 DU0999  USGS QUAD   -  GUADALUPE (1982)
 DU0999
 DU0999                         *CURRENT SURVEY CONTROL
 DU0999  ___________________________________________________________________
 DU0999* NAD 83(1986)-  33 15 05.     (N)    111 56 44.     (W)     SCALED    
 DU0999* NAVD 88     -       352.35   (+/-2cm)    1156.0    (feet)  VERTCON   
 DU0999  ___________________________________________________________________
 DU0999  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0999
 DU0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0999
 DU0999.The horizontal coordinates were scaled from a topographic map and have
 DU0999.an estimated accuracy of +/- 6 seconds.
 DU0999
 DU0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0999.The vertical order pertains to the NGVD 29 superseded value.
 DU0999
 DU0999.The geoid height was determined by GEOID03.
 DU0999
 DU0999;                    North         East    Units  Estimated Accuracy
 DU0999;SPC AZ C     -   249,630.      210,670.      MT  (+/- 180 meters Scaled)
 DU0999
 DU0999                          SUPERSEDED SURVEY CONTROL
 DU0999
 DU0999  NGVD 29 (??/??/92)  351.822  (m)         1154.27   (f) ADJ UNCH    2 0
 DU0999
 DU0999.Superseded values are not recommended for survey control.
 DU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0999.See file dsdata.txt to determine how the superseded data were derived.
 DU0999
 DU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB119795(NAD 83)
 DU0999_MARKER: DB = BENCH MARK DISK
 DU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0999_STAMPING: E 414 1962
 DU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0999+STABILITY: SURFACE MOTION
 DU0999
 DU0999  HISTORY     - Date     Condition        Report By
 DU0999  HISTORY     - 1962     MONUMENTED       CGS
 DU0999
 DU0999                          STATION DESCRIPTION
 DU0999
 DU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0999'11.4 MI SW FROM CHANDLER.
 DU0999'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0999'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0999'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.5 MILES
 DU0999'SOUTHEAST ALONG A TRACK ROAD WHCIH IS THE PROPOSED CENTER OF THE
 DU0999'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, ABOUT 100 YARDS NORTHWEST OF AN
 DU0999'A.H.D. MARK WITH NO STAMPING, 5.5 FEET SOUTHWEST OF THE CENTER OF THE
 DU0999'TRACK ROAD, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DU0999'WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DU0999'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1000 ***********************************************************************
 DU1000  DESIGNATION -  E 414 RESET
 DU1000  PID         -  DU1000
 DU1000  STATE/COUNTY-  AZ/MARICOPA
 DU1000  USGS QUAD   -  GUADALUPE (1982)
 DU1000
 DU1000                         *CURRENT SURVEY CONTROL
 DU1000  ___________________________________________________________________
 DU1000* NAD 83(1986)-  33 15 12.     (N)    111 56 49.     (W)     SCALED    
 DU1000* NAVD 88     -       352.36   (+/-2cm)    1156.0    (feet)  VERTCON   
 DU1000  ___________________________________________________________________
 DU1000  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU1000
 DU1000  VERT ORDER  -  THIRD (See Below)
 DU1000
 DU1000.The horizontal coordinates were scaled from a topographic map and have
 DU1000.an estimated accuracy of +/- 6 seconds.
 DU1000
 DU1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1000.The vertical order pertains to the NGVD 29 superseded value.
 DU1000
 DU1000.The geoid height was determined by GEOID03.
 DU1000
 DU1000;                    North         East    Units  Estimated Accuracy
 DU1000;SPC AZ C     -   249,850.      210,540.      MT  (+/- 180 meters Scaled)
 DU1000
 DU1000                          SUPERSEDED SURVEY CONTROL
 DU1000
 DU1000  NGVD 29 (03/28/06)  351.82   (m)         1154.3    (f) RESET       3  
 DU1000
 DU1000.Superseded values are not recommended for survey control.
 DU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1000.See file dsdata.txt to determine how the superseded data were derived.
 DU1000
 DU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB117797(NAD 83)
 DU1000_MARKER: DB = BENCH MARK DISK
 DU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1000_STAMPING: E 414 RESET 1975
 DU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1000+STABILITY: SURFACE MOTION
 DU1000
 DU1000  HISTORY     - Date     Condition        Report By
 DU1000  HISTORY     - 1975     MONUMENTED       NGS
 DU1000
 DU1000                          STATION DESCRIPTION
 DU1000
 DU1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1000'11.0 MI SW FROM CHANDLER.
 DU1000'7 MILES WEST ALONG WILLIAMS FIELD ROAD FROM ITS JUNCTION WITH ARIZONA
 DU1000'HIGHWAY 87 IN CHANDLER, THENCE SOUTHEAST FOR 3 MILES ALONG INTERSTATE
 DU1000'HIGHWAY 10 TO QUEEN CREEK ROAD OVERPASS, CONTINUE SOUTHEAST ALONG I-10
 DU1000'FOR 1.0 MILE TO THE MARK ON THE LEFT IN FENCE LINE.  A 10 INCH
 DU1000'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  1 FOOT SOUTHWEST OF THE
 DU1000'NORTHEAST FENCELINE.  E 414 WAS DESTROYED AT THIS TIME.  NOTE-- SERVES
 DU1000'FOR AN AZIMUTH MARK, STATION BONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1044 ***********************************************************************
 DV1044  DESIGNATION -  E 415 55
 DV1044  PID         -  DV1044
 DV1044  STATE/COUNTY-  AZ/MARICOPA
 DV1044  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1044
 DV1044                         *CURRENT SURVEY CONTROL
 DV1044  ___________________________________________________________________
 DV1044* NAD 83(1986)-  33 31 18.     (N)    113 04 32.     (W)     SCALED    
 DV1044* NAVD 88     -       383.51   (+/-2cm)    1258.2    (feet)  VERTCON   
 DV1044  ___________________________________________________________________
 DV1044  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1044
 DV1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1044
 DV1044.The horizontal coordinates were scaled from a topographic map and have
 DV1044.an estimated accuracy of +/- 6 seconds.
 DV1044
 DV1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1044.The vertical order pertains to the NGVD 29 superseded value.
 DV1044
 DV1044.The geoid height was determined by GEOID03.
 DV1044
 DV1044;                    North         East    Units  Estimated Accuracy
 DV1044;SPC AZ C     -   280,210.      105,710.      MT  (+/- 180 meters Scaled)
 DV1044
 DV1044                          SUPERSEDED SURVEY CONTROL
 DV1044
 DV1044  NGVD 29 (??/??/92)  382.872  (m)         1256.14   (f) ADJ UNCH    2 0
 DV1044
 DV1044.Superseded values are not recommended for survey control.
 DV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1044.See file dsdata.txt to determine how the superseded data were derived.
 DV1044
 DV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC072110(NAD 83)
 DV1044_MARKER: DB = BENCH MARK DISK
 DV1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1044_STAMPING: E 415 55 1962
 DV1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1044+STABILITY: SURFACE MOTION
 DV1044
 DV1044  HISTORY     - Date     Condition        Report By
 DV1044  HISTORY     - 1962     MONUMENTED       CGS
 DV1044
 DV1044                          STATION DESCRIPTION
 DV1044
 DV1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1044'8.65 MI NW FROM TONOPAH.
 DV1044'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1044'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 6.0 MILES
 DV1044'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1044'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL
 DV1044'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0896 ***********************************************************************
 DV0896  DESIGNATION -  E 416 78
 DV0896  PID         -  DV0896
 DV0896  STATE/COUNTY-  AZ/MARICOPA
 DV0896  USGS QUAD   -  BUCKEYE NW (1982)
 DV0896
 DV0896                         *CURRENT SURVEY CONTROL
 DV0896  ___________________________________________________________________
 DV0896* NAD 83(1986)-  33 26 22.     (N)    112 40 39.     (W)     SCALED    
 DV0896* NAVD 88     -       325.35   (+/-2cm)    1067.4    (feet)  VERTCON   
 DV0896  ___________________________________________________________________
 DV0896  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV0896
 DV0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0896
 DV0896.The horizontal coordinates were scaled from a topographic map and have
 DV0896.an estimated accuracy of +/- 6 seconds.
 DV0896
 DV0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0896.The vertical order pertains to the NGVD 29 superseded value.
 DV0896
 DV0896.The geoid height was determined by GEOID03.
 DV0896
 DV0896;                    North         East    Units  Estimated Accuracy
 DV0896;SPC AZ C     -   270,740.      142,620.      MT  (+/- 180 meters Scaled)
 DV0896
 DV0896                          SUPERSEDED SURVEY CONTROL
 DV0896
 DV0896  NGVD 29 (??/??/92)  324.710  (m)         1065.32   (f) ADJ UNCH    2 0
 DV0896
 DV0896.Superseded values are not recommended for survey control.
 DV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0896.See file dsdata.txt to determine how the superseded data were derived.
 DV0896
 DV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440012(NAD 83)
 DV0896_MARKER: DB = BENCH MARK DISK
 DV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0896_STAMPING: E 416 78 1962
 DV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0896+STABILITY: SURFACE MOTION
 DV0896
 DV0896  HISTORY     - Date     Condition        Report By
 DV0896  HISTORY     - 1962     MONUMENTED       CGS
 DV0896  HISTORY     - 1974     GOOD             NGS
 DV0896
 DV0896                          STATION DESCRIPTION
 DV0896
 DV0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0896'16.75 MI SE FROM TONOPAH.
 DV0896'15.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0896'THENCE 1.6 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO LUKE NO 5
 DV0896'AIRPORT, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0896'HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP
 DV0896'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE THE MARK MAY ALSO
 DV0896'BE REACHED FROM THE VALLEY NATIONAL BANK AT BUCKEYE BY GOING 0.2 MILE
 DV0896'WEST ALONG U.S. HIGHWAY 80, THENCE 4.5 MILES NORTH ALONG MILLER ROAD,
 DV0896'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 1.6 MILES SOUTH
 DV0896'ALONG A GRAVEL ROAD.
 DV0896
 DV0896                          STATION RECOVERY (1974)
 DV0896
 DV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0897 ***********************************************************************
 DV0897  DESIGNATION -  E 416 RESET
 DV0897  PID         -  DV0897
 DV0897  STATE/COUNTY-  AZ/MARICOPA
 DV0897  USGS QUAD   -  BUCKEYE NW (1982)
 DV0897
 DV0897                         *CURRENT SURVEY CONTROL
 DV0897  ___________________________________________________________________
 DV0897* NAD 83(1986)-  33 26 22.     (N)    112 40 39.     (W)     SCALED    
 DV0897* NAVD 88     -       323.49   (+/-2cm)    1061.3    (feet)  VERTCON   
 DV0897  ___________________________________________________________________
 DV0897  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV0897
 DV0897  VERT ORDER  -  THIRD (See Below)
 DV0897
 DV0897.The horizontal coordinates were scaled from a topographic map and have
 DV0897.an estimated accuracy of +/- 6 seconds.
 DV0897
 DV0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0897.The vertical order pertains to the NGVD 29 superseded value.
 DV0897
 DV0897.The geoid height was determined by GEOID03.
 DV0897
 DV0897;                    North         East    Units  Estimated Accuracy
 DV0897;SPC AZ C     -   270,740.      142,620.      MT  (+/- 180 meters Scaled)
 DV0897
 DV0897                          SUPERSEDED SURVEY CONTROL
 DV0897
 DV0897  NGVD 29 (03/28/06)  322.85   (m)         1059.2    (f) RESET       3  
 DV0897
 DV0897.Superseded values are not recommended for survey control.
 DV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0897.See file dsdata.txt to determine how the superseded data were derived.
 DV0897
 DV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440012(NAD 83)
 DV0897_MARKER: DB = BENCH MARK DISK
 DV0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0897_SP_SET: MONUMENT
 DV0897_STAMPING: E 416 RESET 1974
 DV0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0897
 DV0897  HISTORY     - Date     Condition        Report By
 DV0897  HISTORY     - 1974     MONUMENTED       NGS
 DV0897
 DV0897                          STATION DESCRIPTION
 DV0897
 DV0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0897'17.25 MI SE FROM TONOPAH.
 DV0897'15.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0897'10 OVERPASS AT TONOPAH, THENCE 2.0 MILES SOUTH ALONG PALO VERDE ROAD
 DV0897'TO I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.05 MILE WEST ALONG THE
 DV0897'OUTSIDE OF THE EXIT ROAD.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV0897'ABOUT 2 INCHES.  1 1/2 FEET NORTHEAST OF WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0841 ***********************************************************************
 CG0841  DESIGNATION -  E 418
 CG0841  PID         -  CG0841
 CG0841  STATE/COUNTY-  AZ/COCHISE
 CG0841  USGS QUAD   -  MESCAL (1983)
 CG0841
 CG0841                         *CURRENT SURVEY CONTROL
 CG0841  ___________________________________________________________________
 CG0841* NAD 83(1986)-  31 57 45.     (N)    110 25 16.     (W)     SCALED    
 CG0841* NAVD 88     -      1280.432  (meters)    4200.88   (feet)  ADJUSTED  
 CG0841  ___________________________________________________________________
 CG0841  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0841  DYNAMIC HT  -        1278.513 (meters)    4194.59  (feet)  COMP
 CG0841  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CG0841
 CG0841  VERT ORDER  -  FIRST     CLASS II
 CG0841
 CG0841.The horizontal coordinates were scaled from a topographic map and have
 CG0841.an estimated accuracy of +/- 6 seconds.
 CG0841
 CG0841.The orthometric height was determined by differential leveling
 CG0841.and adjusted by the National Geodetic Survey in June 1991..
 CG0841
 CG0841.The geoid height was determined by GEOID03.
 CG0841
 CG0841.The dynamic height is computed by dividing the NAVD 88
 CG0841.geopotential number by the normal gravity value computed on the
 CG0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0841.degrees latitude (g = 980.6199 gals.).
 CG0841
 CG0841.The modeled gravity was interpolated from observed gravity values.
 CG0841
 CG0841;                    North         East    Units  Estimated Accuracy
 CG0841;SPC AZ E     -   106,740.      189,310.      MT  (+/- 180 meters Scaled)
 CG0841
 CG0841                          SUPERSEDED SURVEY CONTROL
 CG0841
 CG0841.No superseded survey control is available for this station.
 CG0841
 CG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA547364(NAD 83)
 CG0841_MARKER: DB = BENCH MARK DISK
 CG0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0841_SP_SET: STAINLESS STEEL ROD
 CG0841_STAMPING: E 418 1979
 CG0841_PROJECTION: FLUSH
 CG0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0841_ROD/PIPE-DEPTH: 7.01 meters
 CG0841
 CG0841  HISTORY     - Date     Condition        Report By
 CG0841  HISTORY     - 1979     MONUMENTED       NGS
 CG0841
 CG0841                          STATION DESCRIPTION
 CG0841
 CG0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0841'7.4 MI WEST FROM BENSON.
 CG0841'7.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0841'OVERPASS AT BENSON, AT MILE POST 298, 93.5 FEET SOUTH OF THE
 CG0841'CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 122 FEET SOUTHEAST OF THE
 CG0841'SOUTHEAST CORNER OF THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT, 71
 CG0841'FEET SOUTH OF THE MILE POST, 8 FEET WEST OF A 4-INCH ANGLE IRON RIGHT-
 CG0841'OF-WAY MARKER POST 2049+00 WHICH PROJECTS 30 INCHES AND 2 FEET NORTH
 CG0841'OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0841'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 CG0841'THE MARK IS 1 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0622 ***********************************************************************
 CY0622  DESIGNATION -  E 419
 CY0622  PID         -  CY0622
 CY0622  STATE/COUNTY-  AZ/COCHISE
 CY0622  USGS QUAD   -  RAILROAD PASS (1979)
 CY0622
 CY0622                         *CURRENT SURVEY CONTROL
 CY0622  ___________________________________________________________________
 CY0622* NAD 83(1986)-  32 21 42.     (N)    109 39 02.     (W)     SCALED    
 CY0622* NAVD 88     -      1262.952  (meters)    4143.53   (feet)  ADJUSTED  
 CY0622  ___________________________________________________________________
 CY0622  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0622  DYNAMIC HT  -        1261.079 (meters)    4137.39  (feet)  COMP
 CY0622  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 CY0622
 CY0622  VERT ORDER  -  FIRST     CLASS II
 CY0622
 CY0622.The horizontal coordinates were scaled from a topographic map and have
 CY0622.an estimated accuracy of +/- 6 seconds.
 CY0622
 CY0622.The orthometric height was determined by differential leveling
 CY0622.and adjusted by the National Geodetic Survey in June 1991..
 CY0622
 CY0622.The geoid height was determined by GEOID03.
 CY0622
 CY0622.The dynamic height is computed by dividing the NAVD 88
 CY0622.geopotential number by the normal gravity value computed on the
 CY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0622.degrees latitude (g = 980.6199 gals.).
 CY0622
 CY0622.The modeled gravity was interpolated from observed gravity values.
 CY0622
 CY0622;                    North         East    Units  Estimated Accuracy
 CY0622;SPC AZ E     -   151,090.      261,930.      MT  (+/- 180 meters Scaled)
 CY0622
 CY0622                          SUPERSEDED SURVEY CONTROL
 CY0622
 CY0622.No superseded survey control is available for this station.
 CY0622
 CY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA269813(NAD 83)
 CY0622_MARKER: DB = BENCH MARK DISK
 CY0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0622_SP_SET: STAINLESS STEEL ROD
 CY0622_STAMPING: E 419 1979
 CY0622_PROJECTION: FLUSH
 CY0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0622_ROD/PIPE-DEPTH: 4.0  meters
 CY0622
 CY0622  HISTORY     - Date     Condition        Report By
 CY0622  HISTORY     - 1979     MONUMENTED       NGS
 CY0622
 CY0622                          STATION DESCRIPTION
 CY0622
 CY0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0622'22.3 KM NE FROM WILLCOX.
 CY0622'22.3 KILOMETERS (13.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0622'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.6 KILOMETER (0.4 MILE) EAST
 CY0622'OF MILE POST 354, 29.9 METERS (98 FEET) SOUTH OF THE CENTERLINE OF
 CY0622'THE EASTBOUND TRAFFIC LANES, 51.8 METERS (171 FEET) WEST OF A BRACED
 CY0622'ANGLE IRON FENCE POST, 27.1 METERS (89 FEET) NORTHWEST OF THE SECOND
 CY0622'POWER LINE EAST OF A POWER POLE WITH A GUY WIRE CROSSING THE HIGHWAY
 CY0622'AND 0.7 METER (2.3 FEET) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE
 CY0622'ROD WAS DRIVEN TO REFUSAL.
 CY0622'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 CY0622'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0251 ***********************************************************************
 ER0251  DESIGNATION -  E 42
 ER0251  PID         -  ER0251
 ER0251  STATE/COUNTY-  AZ/APACHE
 ER0251  USGS QUAD   -  GREENS PEAK (1969)
 ER0251
 ER0251                         *CURRENT SURVEY CONTROL
 ER0251  ___________________________________________________________________
 ER0251* NAD 83(1986)-  34 03 15.     (N)    109 33 21.     (W)     SCALED    
 ER0251* NAVD 88     -      2799.582  (meters)    9184.96   (feet)  ADJUSTED  
 ER0251  ___________________________________________________________________
 ER0251  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0251  DYNAMIC HT  -        2794.908 (meters)    9169.63  (feet)  COMP
 ER0251  MODELED GRAV-     978,864.0   (mgal)                       NAVD 88
 ER0251
 ER0251  VERT ORDER  -  FIRST     CLASS II
 ER0251
 ER0251.The horizontal coordinates were scaled from a topographic map and have
 ER0251.an estimated accuracy of +/- 6 seconds.
 ER0251
 ER0251.The orthometric height was determined by differential leveling
 ER0251.and adjusted by the National Geodetic Survey in June 1991..
 ER0251.WARNING-Repeat measurements at this control monument indicate possible
 ER0251.vertical movement.
 ER0251
 ER0251.The geoid height was determined by GEOID03.
 ER0251
 ER0251.The dynamic height is computed by dividing the NAVD 88
 ER0251.geopotential number by the normal gravity value computed on the
 ER0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0251.degrees latitude (g = 980.6199 gals.).
 ER0251
 ER0251.The modeled gravity was interpolated from observed gravity values.
 ER0251
 ER0251;                    North         East    Units  Estimated Accuracy
 ER0251;SPC AZ E     -   338,830.      269,750.      MT  (+/- 180 meters Scaled)
 ER0251
 ER0251                          SUPERSEDED SURVEY CONTROL
 ER0251
 ER0251  NGVD 29 (??/??/92) 2798.347  (m)         9180.91   (f) ADJ UNCH    1 2
 ER0251
 ER0251.Superseded values are not recommended for survey control.
 ER0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0251.See file dsdata.txt to determine how the superseded data were derived.
 ER0251
 ER0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC332691(NAD 83)
 ER0251_MARKER: DB = BENCH MARK DISK
 ER0251_SETTING: 66 = SET IN ROCK OUTCROP
 ER0251_SP_SET: ROCK LEDGE
 ER0251_STAMPING: E 42 1934
 ER0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0251+STABILITY: POSITION/ELEVATION WELL
 ER0251
 ER0251  HISTORY     - Date     Condition        Report By
 ER0251  HISTORY     - 1934     MONUMENTED       CGS
 ER0251  HISTORY     - 1970     GOOD             USGS
 ER0251  HISTORY     - 1980     GOOD             NGS
 ER0251
 ER0251                          STATION DESCRIPTION
 ER0251
 ER0251'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0251'17.9 MI W FROM EAGAR.
 ER0251'16.5 MILES WEST ALONG STATE HWY. NO. 73 FROM THE JUNCTION OF STATE
 ER0251'HWY. 73 AND U.S. HWY. 180B AT EAGAR.  ARIZONA-- 0.6 MILE WEST OF A
 ER0251'GRAVELED ROAD LEADING NORTH FROM HWY. 73 TO GREENS PEAK.  AT THE TOP
 ER0251'OF A SMALL RISE IN A SMALL GROUP OF PINE TREES.  34 FT. SOUTH OF THE
 ER0251'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE ROCK ON A ROCK
 ER0251'LEDGE.  A STANDARD DISK STAMPED E 42 1934.
 ER0251
 ER0251                          STATION RECOVERY (1980)
 ER0251
 ER0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0251'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0251'OFFICE IN EAGAR, THENCE 26.8 KM (16.65 MI) WEST ALONG STATE
 ER0251'HIGHWAY 260, 1.8 KM (1.1 MI) EAST OF THE EAST ENTRANCE
 ER0251'TO THE FORT APACHE INDIAN RESERVATION, 0.9 KM (0.55 MI) WEST
 ER0251'OF A GRAVEL ROAD LEADING NORTHEAST, 0.5 KM (0.3 MI) EAST OF
 ER0251'MILE POST 380, IN TOP OF A 8 BY 8 FT ROCK OUTCROP ON THE TOP
 ER0251'A SMALL CUT BANK AND 11.6 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF
 ER0251'THE HIGHWAY.
 ER0251'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 ER0251'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0600 ***********************************************************************
 CY0600  DESIGNATION -  E 420
 CY0600  PID         -  CY0600
 CY0600  STATE/COUNTY-  AZ/COCHISE
 CY0600  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0600
 CY0600                         *CURRENT SURVEY CONTROL
 CY0600  ___________________________________________________________________
 CY0600* NAD 83(1986)-  32 01 40.     (N)    109 52 26.     (W)     SCALED    
 CY0600* NAVD 88     -      1274.782  (meters)    4182.35   (feet)  ADJUSTED  
 CY0600  ___________________________________________________________________
 CY0600  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0600  DYNAMIC HT  -        1272.839 (meters)    4175.97  (feet)  COMP
 CY0600  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 CY0600
 CY0600  VERT ORDER  -  FIRST     CLASS II
 CY0600
 CY0600.The horizontal coordinates were scaled from a topographic map and have
 CY0600.an estimated accuracy of +/- 6 seconds.
 CY0600
 CY0600.The orthometric height was determined by differential leveling
 CY0600.and adjusted by the National Geodetic Survey in June 1991..
 CY0600
 CY0600.The geoid height was determined by GEOID03.
 CY0600
 CY0600.The dynamic height is computed by dividing the NAVD 88
 CY0600.geopotential number by the normal gravity value computed on the
 CY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0600.degrees latitude (g = 980.6199 gals.).
 CY0600
 CY0600.The modeled gravity was interpolated from observed gravity values.
 CY0600
 CY0600;                    North         East    Units  Estimated Accuracy
 CY0600;SPC AZ E     -   113,980.      241,010.      MT  (+/- 180 meters Scaled)
 CY0600
 CY0600                          SUPERSEDED SURVEY CONTROL
 CY0600
 CY0600.No superseded survey control is available for this station.
 CY0600
 CY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA063440(NAD 83)
 CY0600_MARKER: DB = BENCH MARK DISK
 CY0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0600_SP_SET: STAINLESS STEEL ROD
 CY0600_STAMPING: E 420 1980
 CY0600_PROJECTION: FLUSH
 CY0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0600_ROD/PIPE-DEPTH: 7.5  meters
 CY0600
 CY0600  HISTORY     - Date     Condition        Report By
 CY0600  HISTORY     - 1980     MONUMENTED       NGS
 CY0600
 CY0600                          STATION DESCRIPTION
 CY0600
 CY0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0600'11.0 KM NW FROM PEARCE.
 CY0600'11.0 KM (6.85 MILE) NORTHWEST ALONG U.S. HIGHWAY 666 FROM THE POST
 CY0600'OFFICE IN PEARCE, 27.7 KILOMETERS (17.25 MILES) SOUTHWEST OF WILLCOX,
 CY0600'1.0 KILOMETER (0.6 MILE) SOUTHEAST OF DRAGOON ROAD, 14.8 METERS
 CY0600'(48.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS
 CY0600'(30.5 FEET) NORTHEAST OF HIGHWAY MILEPOST 55, 27.6 METERS (90.5
 CY0600'FEET) NORTHWEST OF TELEPHONE POLE NUMBER 9, 0.5 METER (1.5 FEET)
 CY0600'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 53.8 METERS (176.5 FEET)
 CY0600'SOUTHEAST OF A TELEPHONE POLE.
 CY0600'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0600'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0226 ***********************************************************************
 CF0226  DESIGNATION -  E 421
 CF0226  PID         -  CF0226
 CF0226  STATE/COUNTY-  AZ/COCHISE
 CF0226  USGS QUAD   -  ELFRIDA (1986)
 CF0226
 CF0226                         *CURRENT SURVEY CONTROL
 CF0226  ___________________________________________________________________
 CF0226* NAD 83(1986)-  31 40 42.     (N)    109 41 12.     (W)     SCALED    
 CF0226* NAVD 88     -      1261.478  (meters)    4138.70   (feet)  ADJUSTED  
 CF0226  ___________________________________________________________________
 CF0226  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0226  DYNAMIC HT  -        1259.517 (meters)    4132.27  (feet)  COMP
 CF0226  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 CF0226
 CF0226  VERT ORDER  -  FIRST     CLASS II
 CF0226
 CF0226.The horizontal coordinates were scaled from a topographic map and have
 CF0226.an estimated accuracy of +/- 6 seconds.
 CF0226
 CF0226.The orthometric height was determined by differential leveling
 CF0226.and adjusted by the National Geodetic Survey in June 1991..
 CF0226
 CF0226.The geoid height was determined by GEOID03.
 CF0226
 CF0226.The dynamic height is computed by dividing the NAVD 88
 CF0226.geopotential number by the normal gravity value computed on the
 CF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0226.degrees latitude (g = 980.6199 gals.).
 CF0226
 CF0226.The modeled gravity was interpolated from observed gravity values.
 CF0226
 CF0226;                    North         East    Units  Estimated Accuracy
 CF0226;SPC AZ E     -    75,300.      258,870.      MT  (+/- 180 meters Scaled)
 CF0226
 CF0226                          SUPERSEDED SURVEY CONTROL
 CF0226
 CF0226.No superseded survey control is available for this station.
 CF0226
 CF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244055(NAD 83)
 CF0226_MARKER: DB = BENCH MARK DISK
 CF0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0226_SP_SET: STAINLESS STEEL ROD
 CF0226_STAMPING: E 421 1980
 CF0226_PROJECTION: FLUSH
 CF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0226+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 CF0226_ROD/PIPE-DEPTH: 2.1  meters
 CF0226
 CF0226  HISTORY     - Date     Condition        Report By
 CF0226  HISTORY     - 1980     MONUMENTED       NGS
 CF0226  HISTORY     - 20051222 GOOD             INDIV
 CF0226
 CF0226                          STATION DESCRIPTION
 CF0226
 CF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0226'0.5 KM SOUTH FROM ELFRIDA.
 CF0226'0.5 KILOMETER (0.35 MILE) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0226'THE POST OFFICE IN ELFRIDA, 0.3 KILOMETER (0.2 MILE) SOUTH
 CF0226'OF A T-JUNCTION (ROAD TO BISBEE), 14.3 METERS (47 FEET)
 CF0226'WEST OF THE CENTERLINE OF THE HIGHWAY, 54.6 METERS (179 FEET)
 CF0226'EAST OF THE NORTHEAST CORNER OF THE FIRST SOUTHERN BAPTIST CHURCH,
 CF0226'11.1 METERS (36.5 FEET) SOUTH OF THE NORTH END OF THE RIGHT-OF-WAY
 CF0226'FENCE, 10.7 METERS (35 FEET) WEST OF MILEPOST 24, 7.6 METERS
 CF0226'(25 FEET) WEST OF A SPEED LIMIT SIGN, 0.3 METER (1 FOOT)
 CF0226'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0226'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0226'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0226
 CF0226                          STATION RECOVERY (2005)
 CF0226
 CF0226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PFM)
 CF0226'RTK COLLECTION FROM PID CF0367
 CF0226'LAT 31 40 40.33162 N
 CF0226'LON 109 41 10.04804 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1515 ***********************************************************************
 CZ1515  DESIGNATION -  E 422
 CZ1515  PID         -  CZ1515
 CZ1515  STATE/COUNTY-  AZ/PINAL
 CZ1515  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1515
 CZ1515                         *CURRENT SURVEY CONTROL
 CZ1515  ___________________________________________________________________
 CZ1515* NAD 83(1986)-  32 54 05.     (N)    111 46 28.     (W)     SCALED    
 CZ1515* NAVD 88     -       432.805  (meters)    1419.96   (feet)  ADJUSTED  
 CZ1515  ___________________________________________________________________
 CZ1515  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1515  DYNAMIC HT  -         432.279 (meters)    1418.24  (feet)  COMP
 CZ1515  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 CZ1515  OBS GRAVITY -     979,406.5   (mgal)                       GRAV_OBS
 CZ1515
 CZ1515  VERT ORDER  -  FIRST     CLASS II
 CZ1515
 CZ1515.The horizontal coordinates were scaled from a topographic map and have
 CZ1515.an estimated accuracy of +/- 6 seconds.
 CZ1515
 CZ1515.The orthometric height was determined by differential leveling
 CZ1515.and adjusted by the National Geodetic Survey in June 1991..
 CZ1515
 CZ1515.The geoid height was determined by GEOID03.
 CZ1515
 CZ1515.The dynamic height is computed by dividing the NAVD 88
 CZ1515.geopotential number by the normal gravity value computed on the
 CZ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1515.degrees latitude (g = 980.6199 gals.).
 CZ1515
 CZ1515.The modeled gravity was interpolated from observed gravity values.
 CZ1515.The observed gravity was obtained from relative gravimeter ties
 CZ1515.to the IGSN71 gravity network.
 CZ1515
 CZ1515;                    North         East    Units  Estimated Accuracy
 CZ1515;SPC AZ C     -   210,830.      226,670.      MT  (+/- 180 meters Scaled)
 CZ1515
 CZ1515                          SUPERSEDED SURVEY CONTROL
 CZ1515
 CZ1515.No superseded survey control is available for this station.
 CZ1515
 CZ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB275406(NAD 83)
 CZ1515_MARKER: DV = VERTICAL CONTROL DISK
 CZ1515_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1515_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1515_STAMPING: E 422 1980
 CZ1515_MARK LOGO: NGS   
 CZ1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1515+STABILITY: POSITION/ELEVATION WELL
 CZ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1515+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1515
 CZ1515  HISTORY     - Date     Condition        Report By
 CZ1515  HISTORY     - 1980     MONUMENTED       NGS
 CZ1515  HISTORY     - 1984     GOOD             NGS
 CZ1515  HISTORY     - 19911205 GOOD             NGS
 CZ1515  HISTORY     - 20020211 GOOD             MHD
 CZ1515
 CZ1515                          STATION DESCRIPTION
 CZ1515
 CZ1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1515'3.7 KM NW FROM CASA GRANDE.
 CZ1515'THE MARK IS 6.1 M ABOVE CENTER OF ROAD.
 CZ1515'2.2 KILOMETERS (1.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1515'RAILROAD FROM THE RAILROAD STATION IN CASA GRANDE, THENCE 1.5
 CZ1515'KILOMETERS (0.95 MILE) NORTH ALONG THORNTON ROAD, SET IN TOP OF A
 CZ1515'ROCK OUTCROP AT THE WEST END OF A SMALL KNOLL WEST OF THE ROAD,
 CZ1515'50.3 METERS (165 FEET) WEST OF THE CENTERLINE OF THE ROAD (SLOPE
 CZ1515'MEASUREMENT), 97.5 METERS (320 FEET) WEST OF BENCH MARK T 363,
 CZ1515'10.8 METERS (35.5 FEET) WEST OF A POWER LINE JUNCTION POLE WITH THREE
 CZ1515'GUY WIRES AND 0.6 METER (2 FEET) SOUTH OF A GUY WIRE ANCHOR.
 CZ1515'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CZ1515
 CZ1515                          STATION RECOVERY (1984)
 CZ1515
 CZ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1515'RECOVERED IN GOOD CONDITION.
 CZ1515
 CZ1515                          STATION RECOVERY (1991)
 CZ1515
 CZ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1515'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF
 CZ1515'STATE HIGHWAY 93 (PINAL AVENUE) IN CASA GRANDE, THENCE 2.4 KM (1.50
 CZ1515'MI) NORTHERLY ALONG THORNTON ROAD, NEAR THE SOUTHEAST END OF A 5 BY
 CZ1515'12-FOOT LEDGE ALONG THE WEST SIDE OF A HILL OF OUTCROPPING BEDROCK,
 CZ1515'50.3 M (165.0 FT) WEST OF THE ROAD CENTERLINE, 4.5 M (14.8 FT) ABOVE
 CZ1515'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 CZ1515'POST.
 CZ1515
 CZ1515                          STATION RECOVERY (2002)
 CZ1515
 CZ1515'RECOVERY NOTE BY MHD AND ASSOCIATES 2002 (MD)
 CZ1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0890 ***********************************************************************
 CG0890  DESIGNATION -  E 423
 CG0890  PID         -  CG0890
 CG0890  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0890  USGS QUAD   -  NOGALES (1981)
 CG0890
 CG0890                         *CURRENT SURVEY CONTROL
 CG0890  ___________________________________________________________________
 CG0890* NAD 83(1986)-  31 21 10.     (N)    110 55 39.     (W)     SCALED    
 CG0890* NAVD 88     -      1156.796  (meters)    3795.25   (feet)  ADJUSTED  
 CG0890  ___________________________________________________________________
 CG0890  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0890  DYNAMIC HT  -        1154.996 (meters)    3789.35  (feet)  COMP
 CG0890  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 CG0890
 CG0890  VERT ORDER  -  FIRST     CLASS II
 CG0890
 CG0890.The horizontal coordinates were scaled from a topographic map and have
 CG0890.an estimated accuracy of +/- 6 seconds.
 CG0890
 CG0890.The orthometric height was determined by differential leveling
 CG0890.and adjusted by the National Geodetic Survey in June 1991..
 CG0890
 CG0890.The geoid height was determined by GEOID03.
 CG0890
 CG0890.The dynamic height is computed by dividing the NAVD 88
 CG0890.geopotential number by the normal gravity value computed on the
 CG0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0890.degrees latitude (g = 980.6199 gals.).
 CG0890
 CG0890.The modeled gravity was interpolated from observed gravity values.
 CG0890
 CG0890;                    North         East    Units  Estimated Accuracy
 CG0890;SPC AZ C     -    39,530.      307,470.      MT  (+/- 180 meters Scaled)
 CG0890
 CG0890                          SUPERSEDED SURVEY CONTROL
 CG0890
 CG0890.No superseded survey control is available for this station.
 CG0890
 CG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV068687(NAD 83)
 CG0890_MARKER: DB = BENCH MARK DISK
 CG0890_SETTING: 66 = SET IN ROCK OUTCROP
 CG0890_SP_SET: ROCK OUTCROP
 CG0890_STAMPING: E 423 1980
 CG0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0890+STABILITY: POSITION/ELEVATION WELL
 CG0890
 CG0890  HISTORY     - Date     Condition        Report By
 CG0890  HISTORY     - 1980     MONUMENTED       NGS
 CG0890
 CG0890                          STATION DESCRIPTION
 CG0890
 CG0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0890'2.1 KM NE FROM NOGALES.
 CG0890'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0890'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, 0.2 KILOMETER
 CG0890'(0.1 MILE) NORTH OF THE JUNCTION OF U. S. HIGHWAY 89 (GRAND AVENUE)
 CG0890'AND STATE HIGHWAY 82, AT THE CROSSING OF BANKARD STREET, IN TOP OF
 CG0890'A SMALL OUTCROP OF SOFT SANDSTONE BEDROCK, 4.4 METERS (14.4 FEET)
 CG0890'EAST OF THE EAST CURB OF HIGHWAY 89 (GRAND AVENUE), 22.7 METERS
 CG0890'(74 FEET) NORTH OF THE CENTERLINE OF BANKARD STREET, 3.7 METERS
 CG0890'(12.1 FEET) WEST OF THE WEST RAIL OF THE MAIN TRACK, 12.5 METERS
 CG0890'(41 FEET) NORTHWEST OF AND ACROSS THE TRACKS FROM SWITCH STAND 5825
 CG0890'AND 3.3 METERS (10.8 FEET) EAST OF AN IRON PIPE GUARD RAIL.
 CG0890'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CG0890'THE MARK IS 1 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1435 ***********************************************************************
 CZ1435  DESIGNATION -  E 424
 CZ1435  PID         -  CZ1435
 CZ1435  STATE/COUNTY-  AZ/PIMA
 CZ1435  USGS QUAD   -  MARANA (1992)
 CZ1435
 CZ1435                         *CURRENT SURVEY CONTROL
 CZ1435  ___________________________________________________________________
 CZ1435* NAD 83(1986)-  32 26 11.     (N)    111 10 44.     (W)     SCALED    
 CZ1435* NAVD 88     -       615.019  (meters)    2017.77   (feet)  ADJUSTED  
 CZ1435  ___________________________________________________________________
 CZ1435  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ1435  DYNAMIC HT  -         614.208 (meters)    2015.11  (feet)  COMP
 CZ1435  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CZ1435
 CZ1435  VERT ORDER  -  FIRST     CLASS II
 CZ1435
 CZ1435.The horizontal coordinates were scaled from a topographic map and have
 CZ1435.an estimated accuracy of +/- 6 seconds.
 CZ1435
 CZ1435.The orthometric height was determined by differential leveling
 CZ1435.and adjusted by the National Geodetic Survey in June 1991..
 CZ1435
 CZ1435.The geoid height was determined by GEOID03.
 CZ1435
 CZ1435.The dynamic height is computed by dividing the NAVD 88
 CZ1435.geopotential number by the normal gravity value computed on the
 CZ1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1435.degrees latitude (g = 980.6199 gals.).
 CZ1435
 CZ1435.The modeled gravity was interpolated from observed gravity values.
 CZ1435
 CZ1435;                    North         East    Units  Estimated Accuracy
 CZ1435;SPC AZ C     -   159,490.      282,740.      MT  (+/- 180 meters Scaled)
 CZ1435
 CZ1435                          SUPERSEDED SURVEY CONTROL
 CZ1435
 CZ1435.No superseded survey control is available for this station.
 CZ1435
 CZ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA831888(NAD 83)
 CZ1435_MARKER: DB = BENCH MARK DISK
 CZ1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1435_SP_SET: STAINLESS STEEL ROD
 CZ1435_STAMPING: E 424 1980
 CZ1435_PROJECTION: RECESSED 2 CENTIMETERS
 CZ1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1435_ROD/PIPE-DEPTH: 6.1  meters
 CZ1435
 CZ1435  HISTORY     - Date     Condition        Report By
 CZ1435  HISTORY     - 1980     MONUMENTED       NGS
 CZ1435
 CZ1435                          STATION DESCRIPTION
 CZ1435
 CZ1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1435'31.4 KM NW FROM TUCSON.
 CZ1435'31.4 KILOMETERS (19.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1435'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ1435'SOUTHEAST OF THE CROSSING OF A PRIVATE ROAD, 0.2 KILOMETER (0.15
 CZ1435'MILE) SOUTHEAST OF A GRAVEL PIT, 31.0 METERS (102 FEET) SOUTHWEST
 CZ1435'OF THE SOUTHWEST RAIL, 8.6 METERS (28 FEET) SOUTHEAST OF TELEGRAPH
 CZ1435'POLE 11715 AND IN LINE WITH THE POLES, 8.3 METERS (27.2 FEET) WEST
 CZ1435'OF THE MOST SOUTHWESTERLY OF TWO 5-CENTIMETER ORANGE PIPES (PROJECTING
 CZ1435'0.6 METER) MARKING A PIPE LINE WITH AN ALUMINUM CAP, 7.7 METERS (25.3
 CZ1435'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S.
 CZ1435'HIGHWAY 84) AND 1 METER (3 FEET) LOWER THAN THE FRONTAGE ROAD.
 CZ1435'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ1435'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0427 ***********************************************************************
 DT0427  DESIGNATION -  E 43
 DT0427  PID         -  DT0427
 DT0427  STATE/COUNTY-  AZ/NAVAJO
 DT0427  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0427
 DT0427                         *CURRENT SURVEY CONTROL
 DT0427  ___________________________________________________________________
 DT0427* NAD 83(1986)-  33 54 44.     (N)    109 56 35.     (W)     SCALED    
 DT0427* NAVD 88     -      1711.937  (meters)    5616.58   (feet)  ADJUSTED  
 DT0427  ___________________________________________________________________
 DT0427  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 DT0427  DYNAMIC HT  -        1709.412 (meters)    5608.30  (feet)  COMP
 DT0427  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 DT0427
 DT0427  VERT ORDER  -  FIRST     CLASS II
 DT0427
 DT0427.The horizontal coordinates were scaled from a topographic map and have
 DT0427.an estimated accuracy of +/- 6 seconds.
 DT0427
 DT0427.The orthometric height was determined by differential leveling
 DT0427.and adjusted by the National Geodetic Survey in June 1991..
 DT0427
 DT0427.The geoid height was determined by GEOID03.
 DT0427
 DT0427.The dynamic height is computed by dividing the NAVD 88
 DT0427.geopotential number by the normal gravity value computed on the
 DT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0427.degrees latitude (g = 980.6199 gals.).
 DT0427
 DT0427.The modeled gravity was interpolated from observed gravity values.
 DT0427
 DT0427;                    North         East    Units  Estimated Accuracy
 DT0427;SPC AZ E     -   322,940.      234,040.      MT  (+/- 180 meters Scaled)
 DT0427
 DT0427                          SUPERSEDED SURVEY CONTROL
 DT0427
 DT0427  NGVD 29 (??/??/92) 1711.140  (m)         5613.97   (f) ADJ UNCH    1 2
 DT0427
 DT0427.Superseded values are not recommended for survey control.
 DT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0427.See file dsdata.txt to determine how the superseded data were derived.
 DT0427
 DT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC977529(NAD 83)
 DT0427_MARKER: DB = BENCH MARK DISK
 DT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0427_STAMPING: E 43 1934
 DT0427_PROJECTION: PROJECTING 3 CENTIMETERS
 DT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0427+STABILITY: SURFACE MOTION
 DT0427
 DT0427  HISTORY     - Date     Condition        Report By
 DT0427  HISTORY     - 1934     MONUMENTED       CGS
 DT0427  HISTORY     - 1966     MARK NOT FOUND   USGS
 DT0427  HISTORY     - 1979     GOOD             NGS
 DT0427
 DT0427                          STATION DESCRIPTION
 DT0427
 DT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0427'5.3 MI N FROM WHITERIVER.
 DT0427'5.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0427'47 FEET NORTH OF THE GATE TO AN INDIAN CAMP GROUND, 45 FEET EAST OF
 DT0427'THE CENTERLINE OF THE HIGHWAY, AND 10 FEET WEST OF A FENCE LINE. A
 DT0427'STANDARD DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE
 DT0427'POST.
 DT0427
 DT0427                          STATION RECOVERY (1966)
 DT0427
 DT0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0427'MARK NOT FOUND.
 DT0427
 DT0427                          STATION RECOVERY (1979)
 DT0427
 DT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0427'5.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0427'HEADQUARTERS IN WHITE RIVER, 0.4 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0427'345, 45.5 FEET SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 DT0427'WEST, 45 FEET NORTH OF THE CENTER OF A PAVED AND DIRT DRIVE LEADING
 DT0427'EAST, 39.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.4 FEET
 DT0427'WEST OF A BARBED WIRE FENCE.  NOTE=THIS MARK WAS REPORTED NOT
 DT0427'RECOVERED BY USGS IN 1966.
 DT0427'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1476 ***********************************************************************
 CZ1476  DESIGNATION -  E 430
 CZ1476  PID         -  CZ1476
 CZ1476  STATE/COUNTY-  AZ/PIMA
 CZ1476  USGS QUAD   -  TUCSON SE (1992)
 CZ1476
 CZ1476                         *CURRENT SURVEY CONTROL
 CZ1476  ___________________________________________________________________
 CZ1476* NAD 83(1986)-  32 03 39.     (N)    110 46 24.     (W)     SCALED    
 CZ1476* NAVD 88     -       929.740  (meters)    3050.32   (feet)  ADJUSTED  
 CZ1476  ___________________________________________________________________
 CZ1476  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CZ1476  DYNAMIC HT  -         928.404 (meters)    3045.94  (feet)  COMP
 CZ1476  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 CZ1476
 CZ1476  VERT ORDER  -  FIRST     CLASS II
 CZ1476
 CZ1476.The horizontal coordinates were scaled from a topographic map and have
 CZ1476.an estimated accuracy of +/- 6 seconds.
 CZ1476
 CZ1476.The orthometric height was determined by differential leveling
 CZ1476.and adjusted by the National Geodetic Survey in June 1991..
 CZ1476
 CZ1476.The geoid height was determined by GEOID03.
 CZ1476
 CZ1476.The dynamic height is computed by dividing the NAVD 88
 CZ1476.geopotential number by the normal gravity value computed on the
 CZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1476.degrees latitude (g = 980.6199 gals.).
 CZ1476
 CZ1476.The modeled gravity was interpolated from observed gravity values.
 CZ1476
 CZ1476;                    North         East    Units  Estimated Accuracy
 CZ1476;SPC AZ C     -   118,180.      321,320.      MT  (+/- 180 meters Scaled)
 CZ1476
 CZ1476                          SUPERSEDED SURVEY CONTROL
 CZ1476
 CZ1476.No superseded survey control is available for this station.
 CZ1476
 CZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA213472(NAD 83)
 CZ1476_MARKER: I = METAL ROD
 CZ1476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1476_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1476_STAMPING: E 430 1979
 CZ1476_PROJECTION: FLUSH
 CZ1476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1476+STABILITY: POSITION/ELEVATION WELL
 CZ1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1476+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1476_ROD/PIPE-DEPTH: 9.75 meters
 CZ1476_SLEEVE-DEPTH  : 8.53 meters
 CZ1476
 CZ1476  HISTORY     - Date     Condition        Report By
 CZ1476  HISTORY     - 1979     MONUMENTED       NGS
 CZ1476  HISTORY     - 20060316 GOOD             USPSQD
 CZ1476
 CZ1476                          STATION DESCRIPTION
 CZ1476
 CZ1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1476'14.9 MI SE FROM TUCSON.
 CZ1476'14.9 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1476'HIGHWAY 89 INTERCHANGE IN TUCSON, SET IN A FIELD BETWEEN THE
 CZ1476'EASTBOUND LANES AND A HIGHWAY ON-RAMP NEAR THE HOUGHTON ROAD OVERPASS,
 CZ1476'286 FEET SOUTHEAST OF THE CENTER OF THE OVERPASS, 71 FEET SOUTHWEST
 CZ1476'OF THE CENTERLINE OF THE EASTBOUND LANES AND 11 FEET NORTHEAST OF THE
 CZ1476'NORTHEAST EDGE OF A DRAINAGE DITCH.
 CZ1476'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ1476'THE MARK IS 2 FT ABOVE EASTBOUND LANES.
 CZ1476
 CZ1476                          STATION RECOVERY (2006)
 CZ1476
 CZ1476'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1476'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0610 ***********************************************************************
 CY0610  DESIGNATION -  E 431
 CY0610  PID         -  CY0610
 CY0610  STATE/COUNTY-  AZ/COCHISE
 CY0610  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0610
 CY0610                         *CURRENT SURVEY CONTROL
 CY0610  ___________________________________________________________________
 CY0610* NAD 83(1986)-  32 15 06.     (N)    109 49 56.     (W)     SCALED    
 CY0610* NAVD 88     -      1270.177  (meters)    4167.24   (feet)  ADJUSTED  
 CY0610  ___________________________________________________________________
 CY0610  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CY0610  DYNAMIC HT  -        1268.273 (meters)    4160.99  (feet)  COMP
 CY0610  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 CY0610
 CY0610  VERT ORDER  -  FIRST     CLASS II
 CY0610
 CY0610.The horizontal coordinates were scaled from a topographic map and have
 CY0610.an estimated accuracy of +/- 6 seconds.
 CY0610
 CY0610.The orthometric height was determined by differential leveling
 CY0610.and adjusted by the National Geodetic Survey in June 1991..
 CY0610
 CY0610.The geoid height was determined by GEOID03.
 CY0610
 CY0610.The dynamic height is computed by dividing the NAVD 88
 CY0610.geopotential number by the normal gravity value computed on the
 CY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0610.degrees latitude (g = 980.6199 gals.).
 CY0610
 CY0610.The modeled gravity was interpolated from observed gravity values.
 CY0610
 CY0610;                    North         East    Units  Estimated Accuracy
 CY0610;SPC AZ E     -   138,820.      244,870.      MT  (+/- 180 meters Scaled)
 CY0610
 CY0610                          SUPERSEDED SURVEY CONTROL
 CY0610
 CY0610.No superseded survey control is available for this station.
 CY0610
 CY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA100689(NAD 83)
 CY0610_MARKER: I = METAL ROD
 CY0610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0610_STAMPING: E 431 1979
 CY0610_PROJECTION: FLUSH
 CY0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0610+STABILITY: POSITION/ELEVATION WELL
 CY0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0610+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 CY0610_ROD/PIPE-DEPTH: 12.7 meters
 CY0610_SLEEVE-DEPTH  : 9.1 meters
 CY0610
 CY0610  HISTORY     - Date     Condition        Report By
 CY0610  HISTORY     - 1979     MONUMENTED       NGS
 CY0610  HISTORY     - 20051112 GOOD             NGS
 CY0610
 CY0610                          STATION DESCRIPTION
 CY0610
 CY0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0610'IN WILLCOX.
 CY0610'IN WILLCOX, AT THE SOUTHWEST CORNER OF A CITY PARK AT THE JUNCTION
 CY0610'OF STATE HIGHWAY 186 (MALEY STREET) AND RAILROAD AVENUE, AT AN OLD
 CY0610'RAILROAD ROCK AND STONE MONUMENT, 28.2 METERS (93 FEET) WEST OF THE
 CY0610'WEST RAIL OF THE RAILROAD TRACKS, 10.8 METERS (35.5 FEET) EAST OF THE
 CY0610'EAST CURB OF RAILROAD AVENUE, 10.2 METERS (33.7 FEET) NORTH OF THE
 CY0610'NORTH CURB OF STATE HIGHWAY 186 AND 1.4 METERS (4.5 FEET) EAST OF
 CY0610'THE CENTER OF THE SOUTHEAST CORNER OF THE ROCK AND STONE HISTORIC
 CY0610'MONUMENT.
 CY0610'THE MARK IS ABOVE LEVEL WITH HIGHWAY 186.
 CY0610
 CY0610                          STATION RECOVERY (2005)
 CY0610
 CY0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0610'LOGO CAP IS 10 CM BELOW LAWN LEVEL.  MARK IS 3.75 M NNW OF FLAGPOLE.
 CY0610'CORRECTIONS..  MARK IS 1.4 M E OF CENTER OF E FACE OF STONE MONUMENT.
 CY0610'ALL OTHER REFERENCED DIRECTIONS SHOULD BE ROTATED 30 DEGREES
 CY0610'CLOCKWISE.  DOWNTOWN AREA IS SUBJECT TO FLOODING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0685 ***********************************************************************
 CY0685  DESIGNATION -  E 436
 CY0685  PID         -  CY0685
 CY0685  STATE/COUNTY-  AZ/GRAHAM
 CY0685  USGS QUAD   -  MONK DRAW (1979)
 CY0685
 CY0685                         *CURRENT SURVEY CONTROL
 CY0685  ___________________________________________________________________
 CY0685* NAD 83(1986)-  32 26 00.     (N)    109 39 50.     (W)     SCALED    
 CY0685* NAVD 88     -      1326.978  (meters)    4353.59   (feet)  ADJUSTED  
 CY0685  ___________________________________________________________________
 CY0685  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0685  DYNAMIC HT  -        1325.005 (meters)    4347.12  (feet)  COMP
 CY0685  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 CY0685
 CY0685  VERT ORDER  -  FIRST     CLASS II
 CY0685
 CY0685.The horizontal coordinates were scaled from a topographic map and have
 CY0685.an estimated accuracy of +/- 6 seconds.
 CY0685
 CY0685.The orthometric height was determined by differential leveling
 CY0685.and adjusted by the National Geodetic Survey in June 1991..
 CY0685
 CY0685.The geoid height was determined by GEOID03.
 CY0685
 CY0685.The dynamic height is computed by dividing the NAVD 88
 CY0685.geopotential number by the normal gravity value computed on the
 CY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0685.degrees latitude (g = 980.6199 gals.).
 CY0685
 CY0685.The modeled gravity was interpolated from observed gravity values.
 CY0685
 CY0685;                    North         East    Units  Estimated Accuracy
 CY0685;SPC AZ E     -   159,030.      260,640.      MT  (+/- 180 meters Scaled)
 CY0685
 CY0685                          SUPERSEDED SURVEY CONTROL
 CY0685
 CY0685.No superseded survey control is available for this station.
 CY0685
 CY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA256892(NAD 83)
 CY0685_MARKER: DB = BENCH MARK DISK
 CY0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0685_SP_SET: STAINLESS STEEL ROD
 CY0685_STAMPING: E 436 1979
 CY0685_PROJECTION: FLUSH
 CY0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0685+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0685_ROD/PIPE-DEPTH: 3.96 meters
 CY0685
 CY0685  HISTORY     - Date     Condition        Report By
 CY0685  HISTORY     - 1979     MONUMENTED       NGS
 CY0685  HISTORY     - 20060506 GOOD             NGS
 CY0685
 CY0685                          STATION DESCRIPTION
 CY0685
 CY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0685'28.0 MI SOUTH FROM SAFFORD.
 CY0685'28.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0685'HIGHWAY 70 IN SAFFORD, AT THE NORTH END OF A DIRT PULL-OUT, 99 FEET
 CY0685'EAST OF THE CENTERLINE OF THE HIGHWAY, 86 FEET EAST OF HIGHWAY MILE
 CY0685'POST 93 ON THE EAST SIDE OF THE HIGHWAY, 22 FEET SOUTH OF ARIZONA DOT
 CY0685'BENCH MARK 1569-F AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE ROD
 CY0685'WAS DRIVEN TO REFUSAL.
 CY0685'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0685
 CY0685                          STATION RECOVERY (2006)
 CY0685
 CY0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0685'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1158 ***********************************************************************
 DU1158  DESIGNATION -  E 437
 DU1158  PID         -  DU1158
 DU1158  STATE/COUNTY-  AZ/GILA
 DU1158  USGS QUAD   -  GLOBE (1982)
 DU1158
 DU1158                         *CURRENT SURVEY CONTROL
 DU1158  ___________________________________________________________________
 DU1158* NAD 83(1986)-  33 23 16.     (N)    110 45 37.     (W)     SCALED    
 DU1158* NAVD 88     -      1136.417  (meters)    3728.39   (feet)  ADJUSTED  
 DU1158  ___________________________________________________________________
 DU1158  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU1158  DYNAMIC HT  -        1134.868 (meters)    3723.31  (feet)  COMP
 DU1158  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 DU1158
 DU1158  VERT ORDER  -  FIRST     CLASS II
 DU1158
 DU1158.The horizontal coordinates were scaled from a topographic map and have
 DU1158.an estimated accuracy of +/- 6 seconds.
 DU1158
 DU1158.The orthometric height was determined by differential leveling
 DU1158.and adjusted by the National Geodetic Survey in June 1991..
 DU1158
 DU1158.The geoid height was determined by GEOID03.
 DU1158
 DU1158.The dynamic height is computed by dividing the NAVD 88
 DU1158.geopotential number by the normal gravity value computed on the
 DU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1158.degrees latitude (g = 980.6199 gals.).
 DU1158
 DU1158.The modeled gravity was interpolated from observed gravity values.
 DU1158
 DU1158;                    North         East    Units  Estimated Accuracy
 DU1158;SPC AZ E     -   264,910.      158,130.      MT  (+/- 180 meters Scaled)
 DU1158
 DU1158                          SUPERSEDED SURVEY CONTROL
 DU1158
 DU1158.No superseded survey control is available for this station.
 DU1158
 DU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB222943(NAD 83)
 DU1158_MARKER: DB = BENCH MARK DISK
 DU1158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1158_SP_SET: STAINLESS STEEL ROD
 DU1158_STAMPING: E 437 1979
 DU1158_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1158_ROD/PIPE-DEPTH: 4.5  meters
 DU1158
 DU1158  HISTORY     - Date     Condition        Report By
 DU1158  HISTORY     - 1979     MONUMENTED       NGS
 DU1158  HISTORY     - 20030418 MARK NOT FOUND   AZ-007
 DU1158
 DU1158                          STATION DESCRIPTION
 DU1158
 DU1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1158'1.3 KM SE FROM GLOBE.
 DU1158'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1158'NEW COUNTY COURTHOUSE IN GLOBE, 28.5 METERS (93.5 FEET) NORTHEAST OF
 DU1158'THE CENTERLINE OF HIGHWAY 70, 9.6 METERS (31.5 FEET) NORTHWEST OF
 DU1158'THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST AND 2.0 METERS (6.5
 DU1158'FEET) SOUTHWEST OF A POWER LINE POLE WITH STREET LIGHT NO. 123098.
 DU1158'THE ROD WAS DRIVEN TO REFUSAL.
 DU1158'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU1158'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1158
 DU1158                          STATION RECOVERY (2003)
 DU1158
 DU1158'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1158'SUSPECT MONUMENT DESTROYED IN ROAD WIDENING PROJECT. UNABLE TO FIND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1128 ***********************************************************************
 DU1128  DESIGNATION -  E 438
 DU1128  PID         -  DU1128
 DU1128  STATE/COUNTY-  AZ/GRAHAM
 DU1128  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1128
 DU1128                         *CURRENT SURVEY CONTROL
 DU1128  ___________________________________________________________________
 DU1128* NAD 83(1986)-  33 15 33.     (N)    110 17 41.     (W)     SCALED    
 DU1128* NAVD 88     -       886.261  (meters)    2907.67   (feet)  ADJUSTED  
 DU1128  ___________________________________________________________________
 DU1128  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DU1128  DYNAMIC HT  -         885.064 (meters)    2903.75  (feet)  COMP
 DU1128  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 DU1128
 DU1128  VERT ORDER  -  FIRST     CLASS II
 DU1128
 DU1128.The horizontal coordinates were scaled from a topographic map and have
 DU1128.an estimated accuracy of +/- 6 seconds.
 DU1128
 DU1128.The orthometric height was determined by differential leveling
 DU1128.and adjusted by the National Geodetic Survey in June 1991..
 DU1128
 DU1128.The geoid height was determined by GEOID03.
 DU1128
 DU1128.The dynamic height is computed by dividing the NAVD 88
 DU1128.geopotential number by the normal gravity value computed on the
 DU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1128.degrees latitude (g = 980.6199 gals.).
 DU1128
 DU1128.The modeled gravity was interpolated from observed gravity values.
 DU1128
 DU1128;                    North         East    Units  Estimated Accuracy
 DU1128;SPC AZ E     -   250,500.      201,430.      MT  (+/- 180 meters Scaled)
 DU1128
 DU1128                          SUPERSEDED SURVEY CONTROL
 DU1128
 DU1128.No superseded survey control is available for this station.
 DU1128
 DU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB656802(NAD 83)
 DU1128_MARKER: DB = BENCH MARK DISK
 DU1128_SETTING: 66 = SET IN ROCK OUTCROP
 DU1128_SP_SET: ROCK OUTCROP
 DU1128_STAMPING: E 438 1979
 DU1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1128+STABILITY: POSITION/ELEVATION WELL
 DU1128
 DU1128  HISTORY     - Date     Condition        Report By
 DU1128  HISTORY     - 1979     MONUMENTED       NGS
 DU1128
 DU1128                          STATION DESCRIPTION
 DU1128
 DU1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1128'24.1 KM NW FROM BYLAS.
 DU1128'24.1 KILOMETERS (15.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1128'THE POST OFFICE IN BYLAS, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 DU1128'HIGHWAY MILE POST 281, AT THE APPROXIMATE CENTER OF A LARGE HIGHWAY
 DU1128'CUT, SET IN THE TOP OF A BEDROCK LEDGE IN THE CENTER OF A DRY WASH,
 DU1128'12.8 METERS (42 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1128'5.4 METERS (17.5 FEET) NORTHEAST OF THE NORTHEAST END OF A
 DU1128'30-CENTIMETER DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 DU1128'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 DU1128'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0737 ***********************************************************************
 CY0737  DESIGNATION -  E 439
 CY0737  PID         -  CY0737
 CY0737  STATE/COUNTY-  AZ/GRAHAM
 CY0737  USGS QUAD   -  EDEN (1985)
 CY0737
 CY0737                         *CURRENT SURVEY CONTROL
 CY0737  ___________________________________________________________________
 CY0737* NAD 83(1986)-  32 55 30.     (N)    109 52 36.     (W)     SCALED    
 CY0737* NAVD 88     -       851.752  (meters)    2794.46   (feet)  ADJUSTED  
 CY0737  ___________________________________________________________________
 CY0737  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CY0737  DYNAMIC HT  -         850.570 (meters)    2790.58  (feet)  COMP
 CY0737  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 CY0737
 CY0737  VERT ORDER  -  FIRST     CLASS II
 CY0737
 CY0737.The horizontal coordinates were scaled from a topographic map and have
 CY0737.an estimated accuracy of +/- 6 seconds.
 CY0737
 CY0737.The orthometric height was determined by differential leveling
 CY0737.and adjusted by the National Geodetic Survey in June 1991..
 CY0737
 CY0737.The geoid height was determined by GEOID03.
 CY0737
 CY0737.The dynamic height is computed by dividing the NAVD 88
 CY0737.geopotential number by the normal gravity value computed on the
 CY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0737.degrees latitude (g = 980.6199 gals.).
 CY0737
 CY0737.The modeled gravity was interpolated from observed gravity values.
 CY0737
 CY0737;                    North         East    Units  Estimated Accuracy
 CY0737;SPC AZ E     -   213,470.      240,480.      MT  (+/- 180 meters Scaled)
 CY0737
 CY0737                          SUPERSEDED SURVEY CONTROL
 CY0737
 CY0737.No superseded survey control is available for this station.
 CY0737
 CY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB050435(NAD 83)
 CY0737_MARKER: DB = BENCH MARK DISK
 CY0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0737_SP_SET: STAINLESS STEEL ROD
 CY0737_STAMPING: E 439 1979
 CY0737_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0737_ROD/PIPE-DEPTH: 6.40 meters
 CY0737
 CY0737  HISTORY     - Date     Condition        Report By
 CY0737  HISTORY     - 1979     MONUMENTED       NGS
 CY0737
 CY0737                          STATION DESCRIPTION
 CY0737
 CY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0737'3.7 MI NW FROM PIMA.
 CY0737'3.7 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0737'PIMA, 0.1 MILE SOUTHEAST OF HIGHWAY MILE POST 327, 54.5 FEET
 CY0737'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET EAST OF THE
 CY0737'CENTERLINE OF A DIRT FARM ROAD LEADING NORTH, 4 FEET NORTHEAST OF
 CY0737'THE RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A BARBED WIRE FENCE ALONG
 CY0737'THE DIRT ROAD.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0737'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 CY0737'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0018 ***********************************************************************
 DU0018  DESIGNATION -  E 44
 DU0018  PID         -  DU0018
 DU0018  STATE/COUNTY-  AZ/GILA
 DU0018  USGS QUAD   -  POPCORN CANYON (1966)
 DU0018
 DU0018                         *CURRENT SURVEY CONTROL
 DU0018  ___________________________________________________________________
 DU0018* NAD 83(1986)-  33 38 59.     (N)    110 16 38.     (W)     SCALED    
 DU0018* NAVD 88     -      1779.943  (meters)    5839.70   (feet)  ADJUSTED  
 DU0018  ___________________________________________________________________
 DU0018  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 DU0018  DYNAMIC HT  -        1777.310 (meters)    5831.06  (feet)  COMP
 DU0018  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 DU0018
 DU0018  VERT ORDER  -  FIRST     CLASS II
 DU0018
 DU0018.The horizontal coordinates were scaled from a topographic map and have
 DU0018.an estimated accuracy of +/- 6 seconds.
 DU0018
 DU0018.The orthometric height was determined by differential leveling
 DU0018.and adjusted by the National Geodetic Survey in June 1991..
 DU0018
 DU0018.The geoid height was determined by GEOID03.
 DU0018
 DU0018.The dynamic height is computed by dividing the NAVD 88
 DU0018.geopotential number by the normal gravity value computed on the
 DU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0018.degrees latitude (g = 980.6199 gals.).
 DU0018
 DU0018.The modeled gravity was interpolated from observed gravity values.
 DU0018
 DU0018;                    North         East    Units  Estimated Accuracy
 DU0018;SPC AZ E     -   293,810.      203,110.      MT  (+/- 180 meters Scaled)
 DU0018
 DU0018                          SUPERSEDED SURVEY CONTROL
 DU0018
 DU0018  NGVD 29 (??/??/92) 1779.211  (m)         5837.29   (f) ADJ UNCH    1 2
 DU0018
 DU0018.Superseded values are not recommended for survey control.
 DU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0018.See file dsdata.txt to determine how the superseded data were derived.
 DU0018
 DU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC670235(NAD 83)
 DU0018_MARKER: DB = BENCH MARK DISK
 DU0018_SETTING: 66 = SET IN ROCK OUTCROP
 DU0018_SP_SET: FLAT ROCK
 DU0018_STAMPING: E 44 1934
 DU0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0018+STABILITY: POSITION/ELEVATION WELL
 DU0018
 DU0018  HISTORY     - Date     Condition        Report By
 DU0018  HISTORY     - 1934     MONUMENTED       CGS
 DU0018
 DU0018                          STATION DESCRIPTION
 DU0018
 DU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0018'30.8 MI SW FROM WHITERVIER.
 DU0018'IN GILA COUNTY, 30.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0018'WHITERIVER, NAVAJO COUNTY, 7.7 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0018'BLACK RIVER, 27 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DU0018'IN THE TOP OF A LARGE FLAT ROCK.  A STANDARD DISK, STAMPED E 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0012 ***********************************************************************
 ES0012  DESIGNATION -  E 45
 ES0012  PID         -  ES0012
 ES0012  STATE/COUNTY-  AZ/NAVAJO
 ES0012  USGS QUAD   -  PORTER CANYON (1986)
 ES0012
 ES0012                         *CURRENT SURVEY CONTROL
 ES0012  ___________________________________________________________________
 ES0012* NAD 83(1986)-  34 45 05.     (N)    110 09 11.     (W)     SCALED    
 ES0012* NAVD 88     -      1652.539  (meters)    5421.70   (feet)  ADJUSTED  
 ES0012  ___________________________________________________________________
 ES0012  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0012  DYNAMIC HT  -        1650.222 (meters)    5414.10  (feet)  COMP
 ES0012  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 ES0012
 ES0012  VERT ORDER  -  FIRST     CLASS II
 ES0012
 ES0012.The horizontal coordinates were scaled from a topographic map and have
 ES0012.an estimated accuracy of +/- 6 seconds.
 ES0012
 ES0012.The orthometric height was determined by differential leveling
 ES0012.and adjusted by the National Geodetic Survey in June 1991..
 ES0012
 ES0012.The geoid height was determined by GEOID03.
 ES0012
 ES0012.The dynamic height is computed by dividing the NAVD 88
 ES0012.geopotential number by the normal gravity value computed on the
 ES0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0012.degrees latitude (g = 980.6199 gals.).
 ES0012
 ES0012.The modeled gravity was interpolated from observed gravity values.
 ES0012
 ES0012;                    North         East    Units  Estimated Accuracy
 ES0012;SPC AZ E     -   416,000.      214,610.      MT  (+/- 180 meters Scaled)
 ES0012
 ES0012                          SUPERSEDED SURVEY CONTROL
 ES0012
 ES0012  NGVD 29 (??/??/92) 1651.698  (m)         5418.95   (f) ADJ UNCH    1 2
 ES0012
 ES0012.Superseded values are not recommended for survey control.
 ES0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0012.See file dsdata.txt to determine how the superseded data were derived.
 ES0012
 ES0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD775458(NAD 83)
 ES0012_MARKER: DB = BENCH MARK DISK
 ES0012_SETTING: 66 = SET IN ROCK OUTCROP
 ES0012_SP_SET: SANDSTONE OUTCROP
 ES0012_STAMPING: E-45 1934
 ES0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0012+STABILITY: POSITION/ELEVATION WELL
 ES0012
 ES0012  HISTORY     - Date     Condition        Report By
 ES0012  HISTORY     - 1934     MONUMENTED       CGS
 ES0012  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0012
 ES0012                          STATION DESCRIPTION
 ES0012
 ES0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0012'12.3 MI S FROM HOLBROOK.
 ES0012'12.3 MILES SOUTH OF, ALONG APACHE RAILROAD FROM POST OFFICE.  ABOUT
 ES0012'273 YARDS NORTH OF CENTER OF WOODEN BRIDGE NO. 12A.  60 FT. EAST OF
 ES0012'TELEPHONE LINE.  15.5 FT. WEST OF CENTER LINE OF TRACK.  SET IN TOP OF
 ES0012'WHITE SAND STONE OUTCROP, ABOUT 2 FT. ABOVE GROUND SURFACE.
 ES0012
 ES0012                          STATION RECOVERY (1983)
 ES0012
 ES0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0274 ***********************************************************************
 ER0274  DESIGNATION -  E 46
 ER0274  PID         -  ER0274
 ER0274  STATE/COUNTY-  AZ/NAVAJO
 ER0274  USGS QUAD   -  LAKESIDE (1984)
 ER0274
 ER0274                         *CURRENT SURVEY CONTROL
 ER0274  ___________________________________________________________________
 ER0274* NAD 83(1986)-  34 14 48.     (N)    109 52 59.     (W)     SCALED    
 ER0274* NAVD 88     -      2071.284  (meters)    6795.54   (feet)  ADJUSTED  
 ER0274  ___________________________________________________________________
 ER0274  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0274  DYNAMIC HT  -        2068.152 (meters)    6785.26  (feet)  COMP
 ER0274  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 ER0274
 ER0274  VERT ORDER  -  FIRST     CLASS II
 ER0274
 ER0274.The horizontal coordinates were scaled from a topographic map and have
 ER0274.an estimated accuracy of +/- 6 seconds.
 ER0274
 ER0274.The orthometric height was determined by differential leveling
 ER0274.and adjusted by the National Geodetic Survey in June 1991..
 ER0274
 ER0274.The geoid height was determined by GEOID03.
 ER0274
 ER0274.The dynamic height is computed by dividing the NAVD 88
 ER0274.geopotential number by the normal gravity value computed on the
 ER0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0274.degrees latitude (g = 980.6199 gals.).
 ER0274
 ER0274.The modeled gravity was interpolated from observed gravity values.
 ER0274
 ER0274;                    North         East    Units  Estimated Accuracy
 ER0274;SPC AZ E     -   360,050.      239,480.      MT  (+/- 180 meters Scaled)
 ER0274
 ER0274                          SUPERSEDED SURVEY CONTROL
 ER0274
 ER0274  NGVD 29 (??/??/92) 2070.375  (m)         6792.56   (f) ADJ UNCH    1 2
 ER0274
 ER0274.Superseded values are not recommended for survey control.
 ER0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0274.See file dsdata.txt to determine how the superseded data were derived.
 ER0274
 ER0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC028900(NAD 83)
 ER0274_MARKER: DB = BENCH MARK DISK
 ER0274_SETTING: 66 = SET IN ROCK OUTCROP
 ER0274_SP_SET: OUTCROP
 ER0274_STAMPING: E 46 1934
 ER0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0274+STABILITY: POSITION/ELEVATION WELL
 ER0274
 ER0274  HISTORY     - Date     Condition        Report By
 ER0274  HISTORY     - 1934     MONUMENTED       CGS
 ER0274  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0274
 ER0274                          STATION DESCRIPTION
 ER0274
 ER0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0274'14.3 MI N FROM MCNARY.
 ER0274'14.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 3.6 MILES NORTH
 ER0274'OF SPONSELLAR SIDING, 1 1/2 POLES NORTH OF MILE POLE 58, 15 FT. WEST
 ER0274'OF CENTER LINE OF TRACK, 29 FT. EAST OF TELEGRAPH LINE, 6 FT. NORTH OF
 ER0274'ROCK CAIRN, IN BASALT OUTCROP.
 ER0274
 ER0274                          STATION RECOVERY (1983)
 ER0274
 ER0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1216 ***********************************************************************
 DA1216  HT_MOD      -  This is a Height Modernization Survey Station.
 DA1216  DESIGNATION -  E 469
 DA1216  PID         -  DA1216
 DA1216  STATE/COUNTY-  AZ/MARICOPA
 DA1216  USGS QUAD   -  MIDWAY (1986)
 DA1216
 DA1216                         *CURRENT SURVEY CONTROL
 DA1216  ___________________________________________________________________
 DA1216* NAD 83(1992)-  32 41 13.84906(N)    112 50 43.23761(W)     ADJUSTED  
 DA1216* NAVD 88     -       334.81   (meters)    1098.5    (feet)  GPS OBS   
 DA1216  ___________________________________________________________________
 DA1216  X           -  -2,086,252.261 (meters)                     COMP
 DA1216  Y           -  -4,952,023.964 (meters)                     COMP
 DA1216  Z           -   3,424,975.711 (meters)                     COMP
 DA1216  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1216  ELLIP HEIGHT-         303.41  (meters)          (01/27/00) GPS OBS
 DA1216  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA1216
 DA1216  HORZ ORDER  -  A
 DA1216  ELLP ORDER  -  FIRST     CLASS I
 DA1216
 DA1216.The horizontal coordinates were established by GPS observations
 DA1216.and adjusted by the National Geodetic Survey in January 2000..
 DA1216
 DA1216.The orthometric height was determined by GPS observations and a
 DA1216.high-resolution geoid model using precise GPS observation and
 DA1216.processing techniques. It supersedes the leveled height previously
 DA1216.determined for this station.
 DA1216
 DA1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1216
 DA1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1216
 DA1216.The ellipsoidal height was determined by GPS observations
 DA1216.and is referenced to NAD 83.
 DA1216
 DA1216.The geoid height was determined by GEOID03.
 DA1216
 DA1216;                    North         East     Units Scale Factor Converg.
 DA1216;SPC AZ C     -   187,443.950   126,274.280   MT  0.99999349   -0 30 05.6
 DA1216;SPC AZ C     -   614,973.59    414,285.70   iFT  0.99999349   -0 30 05.6
 DA1216;UTM  12      - 3,618,113.480   326,997.366   MT  0.99996907   -0 59 48.6
 DA1216
 DA1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1216!SPC AZ C     -   0.99995236  x   0.99999349  =   0.99994586
 DA1216!UTM  12      -   0.99995236  x   0.99996907  =   0.99992144
 DA1216
 DA1216                          SUPERSEDED SURVEY CONTROL
 DA1216
 DA1216  NAVD 88 (06/15/91)  334.766  (m)         1098.31   (f) ADJUSTED    1 2
 DA1216
 DA1216.Superseded values are not recommended for survey control.
 DA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1216.See file dsdata.txt to determine how the superseded data were derived.
 DA1216
 DA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2699718113(NAD 83)
 DA1216_MARKER: DB = BENCH MARK DISK
 DA1216_SETTING: 66 = SET IN ROCK OUTCROP
 DA1216_SP_SET: ROCK OUTCROP
 DA1216_STAMPING: E 469 1980
 DA1216_MARK LOGO: NGS   
 DA1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1216+STABILITY: POSITION/ELEVATION WELL
 DA1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1216+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DA1216
 DA1216  HISTORY     - Date     Condition        Report By
 DA1216  HISTORY     - 1980     MONUMENTED       NGS
 DA1216  HISTORY     - 19981118 GOOD             AZ-013
 DA1216  HISTORY     - 20000425 GOOD             MCDOT
 DA1216
 DA1216                          STATION DESCRIPTION
 DA1216
 DA1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1216'31.4 KM (19.5 MI) SW FROM GILA BEND.
 DA1216'31.4 KM (19.5 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1216'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 3 POLES
 DA1216'NORTHEAST OF RAILWAY MILEPOLE 20, SET IN TOP OF A ROCK OUTCROP AT THE
 DA1216'SOUTHEAST END OF A ROCK HILL, 106.1 METERS (348 FT) NORTHWEST OF THE
 DA1216'NORTHWEST RAIL OF THE TRACKS, 73.2 METERS (240 FT) NORTHWEST OF THE
 DA1216'CENTERLINE OF A DIRT ROAD, 67.7 METERS (222 FT) SOUTHWEST OF THE
 DA1216'CENTERLINE OF A DIRT ROAD LEADING NORTHWEST TO STATE HIGHWAY 85.
 DA1216'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1216'THE MARK IS 1.8 M ABOVE THE TRACKS.
 DA1216
 DA1216                          STATION RECOVERY (1998)
 DA1216
 DA1216'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA1216'RECOVERED AS DESCRIBED.
 DA1216
 DA1216                          STATION RECOVERY (2000)
 DA1216
 DA1216'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1216'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) SOUTHWEST OF THE TOWN
 DA1216'OF GILA BEND, TOWNSHIP 08 SOUTH, RANGE 06 WEST, SECTION 35
 DA1216'OWNERSHIP - UNITED STATES DEPARTMENT OF DEFENSE
 DA1216'TO REACH THE STATION FROM THE TOWN OF GILA BEND, DRIVE SOUTHWEST ON
 DA1216'STATE ROUTE 85 APPROXIMATELY 20 MI (32.2 KM) TO MILEPOST 20, THENCE
 DA1216'CONTINUE SOUTHWEST ON STATE ROUTE 85 FOR 0.3 MI (0.5 KM) TO AN
 DA1216'UNMARKED DIRT ROAD WITH LOCKED GATE ON YOUR LEFT (EAST) , THENCE TURN
 DA1216'LEFT (EAST) ON TO DIRT ROAD THROUGH LOCKED GATE (YOU ARE ENTERING THE
 DA1216'BARRY M.  GOLDWATER AIR FORCE RANGE, CONTACT RANGE OPERATIONS AT
 DA1216'520-683-6258 FOR PERMISSION TO ENTER) AND DRIVE 0.4 MI (0.6 KM) TO AN
 DA1216'UNMARKED DIRT ROAD, THENCE TURN LEFT (NORTH) ON TO DIRT ROAD (TUCSON,
 DA1216'CORNELIA AND GILA BEND RAILROAD RUNS PARALLEL TO AND APPROXIMATELY 165
 DA1216'FEET (50.3 M) EAST OF DIRT ROAD) AND DRIVE 0.6 MI (1.0 KM) TO THE
 DA1216'STATION ON YOUR LEFT AS PREVIOUSLY DESCRIBED
 DA1216'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1216'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0230 ***********************************************************************
 ER0230  DESIGNATION -  E 47
 ER0230  PID         -  ER0230
 ER0230  STATE/COUNTY-  AZ/APACHE
 ER0230  USGS QUAD   -  SALADO (1984)
 ER0230
 ER0230                         *CURRENT SURVEY CONTROL
 ER0230  ___________________________________________________________________
 ER0230* NAD 83(1986)-  34 22 44.     (N)    109 25 10.     (W)     SCALED    
 ER0230* NAVD 88     -      1830.356  (meters)    6005.09   (feet)  ADJUSTED  
 ER0230  ___________________________________________________________________
 ER0230  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ER0230  DYNAMIC HT  -        1827.676 (meters)    5996.30  (feet)  COMP
 ER0230  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 ER0230
 ER0230  VERT ORDER  -  SECOND    CLASS 0
 ER0230
 ER0230.The horizontal coordinates were scaled from a topographic map and have
 ER0230.an estimated accuracy of +/- 6 seconds.
 ER0230
 ER0230.The orthometric height was determined by differential leveling
 ER0230.and adjusted by the National Geodetic Survey in June 1991..
 ER0230
 ER0230.The geoid height was determined by GEOID03.
 ER0230
 ER0230.The dynamic height is computed by dividing the NAVD 88
 ER0230.geopotential number by the normal gravity value computed on the
 ER0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0230.degrees latitude (g = 980.6199 gals.).
 ER0230
 ER0230.The modeled gravity was interpolated from observed gravity values.
 ER0230
 ER0230;                    North         East    Units  Estimated Accuracy
 ER0230;SPC AZ E     -   374,930.      282,080.      MT  (+/- 180 meters Scaled)
 ER0230
 ER0230                          SUPERSEDED SURVEY CONTROL
 ER0230
 ER0230  NGVD 29 (??/??/92) 1829.494  (m)         6002.26   (f) ADJ UNCH    2 0
 ER0230
 ER0230.Superseded values are not recommended for survey control.
 ER0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0230.See file dsdata.txt to determine how the superseded data were derived.
 ER0230
 ER0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD453053(NAD 83)
 ER0230_MARKER: DB = BENCH MARK DISK
 ER0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0230_SP_SET: BRIDGE
 ER0230_STAMPING: E 47 1934
 ER0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0230
 ER0230  HISTORY     - Date     Condition        Report By
 ER0230  HISTORY     - 1934     MONUMENTED       CGS
 ER0230  HISTORY     - 1971     GOOD             USGS
 ER0230
 ER0230                          STATION DESCRIPTION
 ER0230
 ER0230'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0230'10 MI SW FROM ST JOHNS.
 ER0230'FROM THE COURTHOUSE IN ST JOHNS, GO SOUTH .25 MILES TO JCT. WITH US
 ER0230'180 AND 666.  TURN RIGHT AND GO SW 8.3 MILES TO Y IN HWY (NOW RD GOES
 ER0230'LEFT OLD RD GOES RIGHT) TAKE OLD ROAD (RIGHT) AND GO SOUTH 1.8 MILES
 ER0230'TO A BRIDGE OVER A SANDY WASH. IN THE TOP OF THE WEST CONCRETE
 ER0230'HEADWALL 12 FT SOUTH OF THE NORTH END AND 13 FT WEST OF THE CENTER
 ER0230'LINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1137 ***********************************************************************
 DB1137  DESIGNATION -  E 470
 DB1137  PID         -  DB1137
 DB1137  STATE/COUNTY-  AZ/YUMA
 DB1137  USGS QUAD   -  WELLTON (1982)
 DB1137
 DB1137                         *CURRENT SURVEY CONTROL
 DB1137  ___________________________________________________________________
 DB1137* NAD 83(1986)-  32 40 26.     (N)    114 08 40.     (W)     SCALED    
 DB1137* NAVD 88     -        75.404  (meters)     247.39   (feet)  ADJUSTED  
 DB1137  ___________________________________________________________________
 DB1137  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB1137  DYNAMIC HT  -          75.317 (meters)     247.10  (feet)  COMP
 DB1137  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 DB1137
 DB1137  VERT ORDER  -  FIRST     CLASS II
 DB1137
 DB1137.The horizontal coordinates were scaled from a topographic map and have
 DB1137.an estimated accuracy of +/- 6 seconds.
 DB1137
 DB1137.The orthometric height was determined by differential leveling
 DB1137.and adjusted by the National Geodetic Survey in June 1991..
 DB1137
 DB1137.The geoid height was determined by GEOID03.
 DB1137
 DB1137.The dynamic height is computed by dividing the NAVD 88
 DB1137.geopotential number by the normal gravity value computed on the
 DB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1137.degrees latitude (g = 980.6199 gals.).
 DB1137
 DB1137.The modeled gravity was interpolated from observed gravity values.
 DB1137
 DB1137;                    North         East    Units  Estimated Accuracy
 DB1137;SPC AZ W     -   185,660.      176,370.      MT  (+/- 180 meters Scaled)
 DB1137
 DB1137                          SUPERSEDED SURVEY CONTROL
 DB1137
 DB1137.No superseded survey control is available for this station.
 DB1137
 DB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS677187(NAD 83)
 DB1137_MARKER: DB = BENCH MARK DISK
 DB1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB1137_SP_SET: WELL CASING
 DB1137_STAMPING: E 470 1981
 DB1137_MARK LOGO: NGS   
 DB1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1137+STABILITY: POSITION/ELEVATION WELL
 DB1137
 DB1137  HISTORY     - Date     Condition        Report By
 DB1137  HISTORY     - 1981     MONUMENTED       NGS
 DB1137
 DB1137                          STATION DESCRIPTION
 DB1137
 DB1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1137'IN WELLTON.
 DB1137'IN WELLTON, 0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DB1137'OFFICE IN WELLTON, AT A POWER LINE CROSSING, SET IN TOP OF THE
 DB1137'NORTHEAST CORNER OF A 3 X 3 FOOT CONCRETE WELL CASING, 65.2 M (214 FT)
 DB1137'NORTH OF THE CENTERLINE OF THE HIGHWAY, 48.5 M (159 FT) SOUTH OF THE
 DB1137'CENTERLINE OF SAN FRANCISCO AVENUE, 7.0 M (23.0 FT) WEST OF THE
 DB1137'CENTERLINE OF HELEN STREET, 5.2 M (17.0 FT) EAST OF A BARBED WIRE
 DB1137'FENCE AROUND THE TAMARACK MOBILE PARK, 3.4 M (11.0 FT) NORTHEAST OF
 DB1137'A POWER LINE POLE WITH A TRANSFORMER AND THREE GUY WIRES.
 DB1137'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB1137'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0133 ***********************************************************************
 CH0133  DESIGNATION -  E 471
 CH0133  PID         -  CH0133
 CH0133  STATE/COUNTY-  AZ/PIMA
 CH0133  USGS QUAD   -  LUKEVILLE (1988)
 CH0133
 CH0133                         *CURRENT SURVEY CONTROL
 CH0133  ___________________________________________________________________
 CH0133* NAD 83(1986)-  31 58 13.     (N)    112 48 17.     (W)     SCALED    
 CH0133* NAVD 88     -       530.775  (meters)    1741.38   (feet)  ADJUSTED  
 CH0133  ___________________________________________________________________
 CH0133  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 CH0133  DYNAMIC HT  -         530.081 (meters)    1739.11  (feet)  COMP
 CH0133  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CH0133
 CH0133  VERT ORDER  -  FIRST     CLASS II
 CH0133
 CH0133.The horizontal coordinates were scaled from a topographic map and have
 CH0133.an estimated accuracy of +/- 6 seconds.
 CH0133
 CH0133.The orthometric height was determined by differential leveling
 CH0133.and adjusted by the National Geodetic Survey in June 1991..
 CH0133
 CH0133.The geoid height was determined by GEOID03.
 CH0133
 CH0133.The dynamic height is computed by dividing the NAVD 88
 CH0133.geopotential number by the normal gravity value computed on the
 CH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0133.degrees latitude (g = 980.6199 gals.).
 CH0133
 CH0133.The modeled gravity was interpolated from observed gravity values.
 CH0133
 CH0133;                    North         East    Units  Estimated Accuracy
 CH0133;SPC AZ C     -   107,920.      129,430.      MT  (+/- 180 meters Scaled)
 CH0133
 CH0133                          SUPERSEDED SURVEY CONTROL
 CH0133
 CH0133.No superseded survey control is available for this station.
 CH0133
 CH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294385(NAD 83)
 CH0133_MARKER: DB = BENCH MARK DISK
 CH0133_SETTING: 66 = SET IN ROCK OUTCROP
 CH0133_SP_SET: ROCK OUTCROP
 CH0133_STAMPING: E 471 1981
 CH0133_MARK LOGO: NGS   
 CH0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0133+STABILITY: POSITION/ELEVATION WELL
 CH0133
 CH0133  HISTORY     - Date     Condition        Report By
 CH0133  HISTORY     - 1981     MONUMENTED       NGS
 CH0133  HISTORY     - 19941110 GOOD             USPSQD
 CH0133  HISTORY     - 19970306 GOOD             USPSQD
 CH0133
 CH0133                          STATION DESCRIPTION
 CH0133
 CH0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0133'10.3 KM (6.4 MI) NE FROM LUKEVILLE.
 CH0133'10.3 KM (6.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0133'IN LUKEVILLE, AT HIGHWAY MILEPOST 74, SET IN TOP OF A ROCK OUTCROP IN
 CH0133'A MASSIVE ROCK CUT ON THE INSIDE OF A HIGHWAY CURVE, 5.5 M (18.0 FT)
 CH0133'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.6 M (67.5 FT) NORTHWEST
 CH0133'OF THE MILEPOST, 92.7 M (304 FT) SOUTHEAST OF THE NORTHWEST END OF
 CH0133'THE CUT, 31.1 M (102 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 CH0133'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CH0133'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 CH0133
 CH0133                          STATION RECOVERY (1994)
 CH0133
 CH0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0133'RECOVERED IN GOOD CONDITION.
 CH0133
 CH0133                          STATION RECOVERY (1997)
 CH0133
 CH0133'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0729 ***********************************************************************
 EU0729  DESIGNATION -  E 472
 EU0729  PID         -  EU0729
 EU0729  STATE/COUNTY-  AZ/MOHAVE
 EU0729  USGS QUAD   -  YUCCA NW (1970)
 EU0729
 EU0729                         *CURRENT SURVEY CONTROL
 EU0729  ___________________________________________________________________
 EU0729* NAD 83(1986)-  34 52 43.     (N)    114 08 54.     (W)     SCALED    
 EU0729* NAVD 88     -       570.663  (meters)    1872.25   (feet)  ADJUSTED  
 EU0729  ___________________________________________________________________
 EU0729  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EU0729  DYNAMIC HT  -         570.024 (meters)    1870.15  (feet)  COMP
 EU0729  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 EU0729  OBS GRAVITY -     979,495.1   (mgal)                       GRAV_OBS
 EU0729
 EU0729  VERT ORDER  -  FIRST     CLASS II
 EU0729
 EU0729.The horizontal coordinates were scaled from a topographic map and have
 EU0729.an estimated accuracy of +/- 6 seconds.
 EU0729
 EU0729.The orthometric height was determined by differential leveling
 EU0729.and adjusted by the National Geodetic Survey in June 1991..
 EU0729
 EU0729.The geoid height was determined by GEOID03.
 EU0729
 EU0729.The dynamic height is computed by dividing the NAVD 88
 EU0729.geopotential number by the normal gravity value computed on the
 EU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0729.degrees latitude (g = 980.6199 gals.).
 EU0729
 EU0729.The modeled gravity was interpolated from observed gravity values.
 EU0729.The observed gravity was obtained from relative gravimeter ties
 EU0729.to the IGSN71 gravity network.
 EU0729
 EU0729;                    North         East    Units  Estimated Accuracy
 EU0729;SPC AZ W     -   430,200.      176,950.      MT  (+/- 180 meters Scaled)
 EU0729
 EU0729                          SUPERSEDED SURVEY CONTROL
 EU0729
 EU0729.No superseded survey control is available for this station.
 EU0729
 EU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606632(NAD 83)
 EU0729_MARKER: DB = BENCH MARK DISK
 EU0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0729_SP_SET: ABUTMENT
 EU0729_STAMPING: E 472 1981
 EU0729_MARK LOGO: NGS   
 EU0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0729
 EU0729  HISTORY     - Date     Condition        Report By
 EU0729  HISTORY     - 1981     MONUMENTED       NGS
 EU0729  HISTORY     - 1981     GOOD             NGS
 EU0729  HISTORY     - 1981     GOOD             NGS
 EU0729
 EU0729                          STATION DESCRIPTION
 EU0729
 EU0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0729'IN YUCCA.
 EU0729'IN YUCCA, SET IN TOP OF THE SOUTH END OF THE WEST BRIDGE ABUTMENT FOR
 EU0729'A HIGHWAY LEADING OVER INTERSTATE HIGHWAY 40 TO THE FORD AUTOMOTIVE
 EU0729'PROVING GROUNDS (EXIT 26), 4.6 METERS (15.0 FT) SOUTH OF THE
 EU0729'CENTERLINE OF THE HIGHWAY, 2.7 METERS (9.0 FT) EAST OF THE WEST END OF
 EU0729'THE BRIDGE.
 EU0729'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EU0729
 EU0729                          STATION RECOVERY (1981)
 EU0729
 EU0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0729'RECOVERED IN GOOD CONDITION.
 EU0729
 EU0729                          STATION RECOVERY (1981)
 EU0729
 EU0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1304 ***********************************************************************
 DU1304  DESIGNATION -  E 473
 DU1304  PID         -  DU1304
 DU1304  STATE/COUNTY-  AZ/MARICOPA
 DU1304  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1304
 DU1304                         *CURRENT SURVEY CONTROL
 DU1304  ___________________________________________________________________
 DU1304* NAD 83(1986)-  33 32 34.     (N)    111 20 03.     (W)     SCALED    
 DU1304* NAVD 88     -       852.001  (meters)    2795.27   (feet)  ADJUSTED  
 DU1304  ___________________________________________________________________
 DU1304  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DU1304  DYNAMIC HT  -         850.880 (meters)    2791.60  (feet)  COMP
 DU1304  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 DU1304
 DU1304  VERT ORDER  -  FIRST     CLASS II
 DU1304
 DU1304.The horizontal coordinates were scaled from a topographic map and have
 DU1304.an estimated accuracy of +/- 6 seconds.
 DU1304
 DU1304.The orthometric height was determined by differential leveling
 DU1304.and adjusted by the National Geodetic Survey in June 1991..
 DU1304
 DU1304.The geoid height was determined by GEOID03.
 DU1304
 DU1304.The dynamic height is computed by dividing the NAVD 88
 DU1304.geopotential number by the normal gravity value computed on the
 DU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1304.degrees latitude (g = 980.6199 gals.).
 DU1304
 DU1304.The modeled gravity was interpolated from observed gravity values.
 DU1304
 DU1304;                    North         East    Units  Estimated Accuracy
 DU1304;SPC AZ C     -   282,100.      267,460.      MT  (+/- 180 meters Scaled)
 DU1304
 DU1304                          SUPERSEDED SURVEY CONTROL
 DU1304
 DU1304.No superseded survey control is available for this station.
 DU1304
 DU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC689115(NAD 83)
 DU1304_MARKER: DB = BENCH MARK DISK
 DU1304_SETTING: 66 = SET IN ROCK OUTCROP
 DU1304_SP_SET: ROCK OUTCROP
 DU1304_STAMPING: E 473 1980
 DU1304_MARK LOGO: NGS   
 DU1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1304+STABILITY: POSITION/ELEVATION WELL
 DU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1304+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU1304
 DU1304  HISTORY     - Date     Condition        Report By
 DU1304  HISTORY     - 1980     MONUMENTED       NGS
 DU1304  HISTORY     - 20040321 GOOD             USPSQD
 DU1304
 DU1304                          STATION DESCRIPTION
 DU1304
 DU1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1304'7.4 KM (4.6 MI) NE FROM TORTILLA FLAT.
 DU1304'7.4 KM (4.6 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1304'AT TORTILLA FLAT, 0.5 KM (0.3 MI) SOUTHEAST OF HIGHWAY MILEPOST 219,
 DU1304'IN TOP OF A BLUEISH GRAY VOLCANIC OUTCROP ON THE NORTHWEST EDGE
 DU1304'OF THE HIGHWAY, 5.2 METERS (17.0 FT) NORTHWEST OF THE CENTERLINE OF
 DU1304'THE HIGHWAY, 39.0 METERS (128 FT) SOUTHWEST OF THE TOP CENTER OF THE
 DU1304'NORTHEAST END OF A 45-CM (18-INCH) CONCRETE PIPE CULVERT UNDER THE
 DU1304'HIGHWAY.
 DU1304'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DU1304'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 DU1304
 DU1304                          STATION RECOVERY (2004)
 DU1304
 DU1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1304'RECOVERED AS FOLLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1336 ***********************************************************************
 DU1336  DESIGNATION -  E 474
 DU1336  PID         -  DU1336
 DU1336  STATE/COUNTY-  AZ/MARICOPA
 DU1336  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1336
 DU1336                         *CURRENT SURVEY CONTROL
 DU1336  ___________________________________________________________________
 DU1336* NAD 83(1986)-  33 30 09.     (N)    111 48 52.     (W)     SCALED    
 DU1336* NAVD 88     -       393.677  (meters)    1291.59   (feet)  READJUSTED
 DU1336  ___________________________________________________________________
 DU1336  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1336  DYNAMIC HT  -         393.210 (meters)    1290.06  (feet)  COMP
 DU1336  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 DU1336
 DU1336  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1336
 DU1336.The horizontal coordinates were scaled from a topographic map and have
 DU1336.an estimated accuracy of +/- 6 seconds.
 DU1336
 DU1336.The orthometric height was determined by differential leveling
 DU1336.and adjusted by the National Geodetic Survey in July 2002..
 DU1336.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1336.distribution rate of 0.0 thru 1.0 mm/km.
 DU1336.The height was derived from older observations constrained to new
 DU1336.heights in a crustal motion area.  The height is approximate in
 DU1336.relation to other heights in its vicinity.
 DU1336
 DU1336.The geoid height was determined by GEOID03.
 DU1336
 DU1336.The dynamic height is computed by dividing the NAVD 88
 DU1336.geopotential number by the normal gravity value computed on the
 DU1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1336.degrees latitude (g = 980.6199 gals.).
 DU1336
 DU1336.The modeled gravity was interpolated from observed gravity values.
 DU1336
 DU1336;                    North         East    Units  Estimated Accuracy
 DU1336;SPC AZ C     -   277,480.      222,860.      MT  (+/- 180 meters Scaled)
 DU1336
 DU1336                          SUPERSEDED SURVEY CONTROL
 DU1336
 DU1336  NAVD 88 (04/19/99)  393.659  (m)         1291.53   (f) UNKNOWN     1 2
 DU1336  NAVD 88 (06/15/91)  393.676  (m)         1291.59   (f) UNKNOWN     1 2
 DU1336
 DU1336.Superseded values are not recommended for survey control.
 DU1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1336.See file dsdata.txt to determine how the superseded data were derived.
 DU1336
 DU1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC243072(NAD 83)
 DU1336_MARKER: DV = VERTICAL CONTROL DISK
 DU1336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU1336+WITH SETTING: PAVEMENT
 DU1336_SP_SET: WELL FOUNDATION
 DU1336_STAMPING: E 474 1981
 DU1336_MARK LOGO: NGS   
 DU1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1336+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1999
 DU1336
 DU1336  HISTORY     - Date     Condition        Report By
 DU1336  HISTORY     - 1981     MONUMENTED       NGS
 DU1336  HISTORY     - 19990307 GOOD             NGS
 DU1336
 DU1336                          STATION DESCRIPTION
 DU1336
 DU1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1336'10.1 KM (6.3 MI) EAST FROM SCOTTSDALE.
 DU1336'10.1 KILOMETERS (6.3 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1336'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1336'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE EVERGREEN STATION
 DU1336'IRRIGATION PUMP 25, 0.2 KILOMETERS (0.1 MILE) WEST OF THE EVERGREEN
 DU1336'STATION SPILLWAY, 71.9 METERS (236.0 FEET) SOUTH OF THE CENTERLINE OF
 DU1336'THE SOUTH CANAL ROAD, 22.5 METERS (74.0 FEET) NORTH OF THE CENTERLINE
 DU1336'OF A DIRT ROAD, 40.2 METERS (132.0 FEET) WEST OF THE EXTENDED
 DU1336'CENTERLINE OF A DIRT ROAD LEADING SOUTH , 0.25 METER (0.8 FEET) NORTH
 DU1336'OF THE SOUTH EDGE OF THE FOUNDATION AND 0.3 METER (1.0 FEET) WEST OF
 DU1336'THE EAST EDGE OF THE FOUNDATION.
 DU1336'THE MARK IS 1 M BELOW CANAL ROAD.
 DU1336
 DU1336                          STATION RECOVERY (1999)
 DU1336
 DU1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1336'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1336'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1336'8.2 KM (5.10 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1336'ARIZONA CANAL, NEAR THE SOUTHEAST CORNER OF A CONCRETE SLAB AROUND AN
 DU1336'ABANDONED IRRIGATION WELL, 71.7 M (235.2 FT) SOUTH OF THE ROAD CENTER,
 DU1336'29.7 M (97.4 FT) NORTH OF THE NORTH BANK OF A CANAL PARALLELING THE
 DU1336'ARIZONA CANAL, 24.5 M (80.4 FT) NORTH OF THE CENTER OF CAMEL BACK
 DU1336'ROAD, 12.3 M (40.4 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE
 DU1336'AND 3 TRANSFORMERS, 2.6 M (8.5 FT) EAST OF A CHAIN-LINK FENCE, 1.3 M
 DU1336'(4.3 FT) NORTH OF THE FENCE, AND 1.3 M (4.3 FT) SOUTHEAST OF AN
 DU1336'IRRIGATION PUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT
 DU1336'RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE
 DU1336'NUMBER (602) 319-2495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1268 ***********************************************************************
 DV1268  DESIGNATION -  E 475
 DV1268  PID         -  DV1268
 DV1268  STATE/COUNTY-  AZ/MARICOPA
 DV1268  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1268
 DV1268                         *CURRENT SURVEY CONTROL
 DV1268  ___________________________________________________________________
 DV1268* NAD 83(1992)-  33 41 30.35139(N)    112 12 01.88589(W)     ADJUSTED  
 DV1268* NAVD 88     -       415.788  (meters)    1364.13   (feet)  ADJUSTED  
 DV1268  ___________________________________________________________________
 DV1268  X           -  -2,007,370.156 (meters)                     COMP
 DV1268  Y           -  -4,918,781.856 (meters)                     COMP
 DV1268  Z           -   3,518,265.197 (meters)                     COMP
 DV1268  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DV1268  ELLIP HEIGHT-         386.15  (meters)          (01/27/00) GPS OBS
 DV1268  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1268  DYNAMIC HT  -         415.306 (meters)    1362.55  (feet)  COMP
 DV1268  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DV1268
 DV1268  HORZ ORDER  -  A
 DV1268  VERT ORDER  -  FIRST     CLASS II
 DV1268  ELLP ORDER  -  FIRST     CLASS I
 DV1268
 DV1268.The horizontal coordinates were established by GPS observations
 DV1268.and adjusted by the National Geodetic Survey in January 2000..
 DV1268
 DV1268.The orthometric height was determined by differential leveling
 DV1268.and adjusted by the National Geodetic Survey in June 1991..
 DV1268
 DV1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1268
 DV1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1268
 DV1268.The ellipsoidal height was determined by GPS observations
 DV1268.and is referenced to NAD 83.
 DV1268
 DV1268.The geoid height was determined by GEOID03.
 DV1268
 DV1268.The dynamic height is computed by dividing the NAVD 88
 DV1268.geopotential number by the normal gravity value computed on the
 DV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1268.degrees latitude (g = 980.6199 gals.).
 DV1268
 DV1268.The modeled gravity was interpolated from observed gravity values.
 DV1268
 DV1268;                    North         East     Units Scale Factor Converg.
 DV1268;SPC AZ C     -   298,504.045   187,044.165   MT  0.99990853   -0 09 26.9
 DV1268;SPC AZ C     -   979,343.98    613,661.96   iFT  0.99990853   -0 09 26.9
 DV1268;UTM  12      - 3,728,626.969   388,732.235   MT  0.99975263   -0 39 57.7
 DV1268
 DV1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1268!SPC AZ C     -   0.99993938  x   0.99990853  =   0.99984792
 DV1268!UTM  12      -   0.99993938  x   0.99975263  =   0.99969203
 DV1268
 DV1268                          SUPERSEDED SURVEY CONTROL
 DV1268
 DV1268  NAVD 88 (01/27/00)  415.79   (m)         1364.1    (f) LEVELING    3  
 DV1268
 DV1268.Superseded values are not recommended for survey control.
 DV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1268.See file dsdata.txt to determine how the superseded data were derived.
 DV1268
 DV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8873228627(NAD 83)
 DV1268_MARKER: DD = SURVEY DISK
 DV1268_SETTING: 66 = SET IN ROCK OUTCROP
 DV1268_SP_SET: ROCK OUTCROP
 DV1268_STAMPING: E 475 1981
 DV1268_MARK LOGO: NGS   
 DV1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1268+STABILITY: POSITION/ELEVATION WELL
 DV1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1268+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2000
 DV1268
 DV1268  HISTORY     - Date     Condition        Report By
 DV1268  HISTORY     - 1981     MONUMENTED       NGS
 DV1268  HISTORY     - 1983     GOOD             AZDT
 DV1268  HISTORY     - 19980928 GOOD             AZ-013
 DV1268  HISTORY     - 20000321 GOOD             MCDOT
 DV1268
 DV1268                          STATION DESCRIPTION
 DV1268
 DV1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1268'32.7 KM (20.3 MI) NW FROM PHOENIX.
 DV1268'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1268'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1268'ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH AVENUE,
 DV1268'THENCE 0.3 KM (0.2 MI) EAST ACROSS COUNTRY ALONG THE SOUTH SLOPE OF A
 DV1268'MOUNTAIN, IN TOP OF A GRANITE OUTCROP FLUSH WITH THE GROUND, ON THE
 DV1268'SOUTHWEST SLOPE OF THE EAST KNOLL BELOW THE SADDLE OF 2 KNOLLS, 11.4
 DV1268'METERS (37.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDON FIRE
 DV1268'PIT BEARING THE NUMBER 2, 6.0 METERS (20 FT) WEST OF THE WEST EDGE
 DV1268'OF A 2 BY 3 FOOT GRANITE BOULDER PROJECTING 3 FEET WITH THE LETTERS
 DV1268'BM CHISLED ON THE TOP WEST EDGE.
 DV1268'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DV1268'THE MARK IS 0.6 M BELOW THE TOP OF THE BOULDERS.
 DV1268
 DV1268                          STATION RECOVERY (1983)
 DV1268
 DV1268'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1268'RECOVERED IN GOOD CONDITION.
 DV1268
 DV1268                          STATION RECOVERY (1998)
 DV1268
 DV1268'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1268'RECOVERED AS DESCRIBED.
 DV1268
 DV1268                          STATION RECOVERY (2000)
 DV1268
 DV1268'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1268'THE STATION IS LOCATED WITHIN THUNDERBIRD PARK IN THE CITY OF
 DV1268'GLENDALE, TOWNSHIP 4 NORTH, RANGE 2 EAST, SECTION 18
 DV1268'OWNERSHIP - PUBLIC PARK
 DV1268'TO REACH THE STATION FROM THE INTERSECTION OF 59TH AVENUE AND THE AGUA
 DV1268'FRIA FREEWAY (SR-101) , DRIVE NORTH OF 59TH AVENUE FOR 2.0 MI (3.2 KM)
 DV1268'TO THE THUNDERBIRD PARK ENTRANCE, THENCE TURN LEFT (WEST) ONTO THE
 DV1268'PARK ROAD AND DRIVE 0.1 MI (0.2 KM) TO TABLES 9 AND 10 AND THE STATION
 DV1268'0.1 MI (0.2 KM) LEFT (NORTH) OF THE ROAD
 DV1268'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 DV1268'STATION TIES - NONE AVAILABLE
 DV1268'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV1268'VISIT-WWW.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1243 ***********************************************************************
 DV1243  DESIGNATION -  E 476
 DV1243  PID         -  DV1243
 DV1243  STATE/COUNTY-  AZ/MARICOPA
 DV1243  USGS QUAD   -  COTTON CENTER (1973)
 DV1243
 DV1243                         *CURRENT SURVEY CONTROL
 DV1243  ___________________________________________________________________
 DV1243* NAD 83(1986)-  33 01 45.     (N)    112 39 58.     (W)     SCALED    
 DV1243* NAVD 88     -       215.511  (meters)     707.06   (feet)  ADJUSTED  
 DV1243  ___________________________________________________________________
 DV1243  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1243  DYNAMIC HT  -         215.258 (meters)     706.23  (feet)  COMP
 DV1243  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 DV1243
 DV1243  VERT ORDER  -  FIRST     CLASS II
 DV1243
 DV1243.The horizontal coordinates were scaled from a topographic map and have
 DV1243.an estimated accuracy of +/- 6 seconds.
 DV1243
 DV1243.The orthometric height was determined by differential leveling
 DV1243.and adjusted by the National Geodetic Survey in June 1991..
 DV1243
 DV1243.The geoid height was determined by GEOID03.
 DV1243
 DV1243.The dynamic height is computed by dividing the NAVD 88
 DV1243.geopotential number by the normal gravity value computed on the
 DV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1243.degrees latitude (g = 980.6199 gals.).
 DV1243
 DV1243.The modeled gravity was interpolated from observed gravity values.
 DV1243
 DV1243;                    North         East    Units  Estimated Accuracy
 DV1243;SPC AZ C     -   225,240.      143,350.      MT  (+/- 180 meters Scaled)
 DV1243
 DV1243                          SUPERSEDED SURVEY CONTROL
 DV1243
 DV1243.No superseded survey control is available for this station.
 DV1243
 DV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444557(NAD 83)
 DV1243_MARKER: DB = BENCH MARK DISK
 DV1243_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1243_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1243_STAMPING: E 476 1981
 DV1243_MARK LOGO: NGS   
 DV1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1243+STABILITY: POSITION/ELEVATION WELL
 DV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1243+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1243
 DV1243  HISTORY     - Date     Condition        Report By
 DV1243  HISTORY     - 1981     MONUMENTED       NGS
 DV1243  HISTORY     - 20060128 GOOD             USPSQD
 DV1243  HISTORY     - 20060129 GOOD             USPSQD
 DV1243
 DV1243                          STATION DESCRIPTION
 DV1243
 DV1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1243'11.1 KM (6.9 MI) NORTH FROM GILA BEND.
 DV1243'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1243'STATION AT GILA BEND, THENCE 9.7 KM (6.05 MI) NORTH ALONG THE
 DV1243'ARLINGTON-HASSAYAMPA ROAD, AT DEEP WATER WELL IRRIGATION PUMP 71-11,
 DV1243'IN TOP OF THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH
 DV1243'IS ATTACHED TO THE WELL CASING, 30.7 METERS (100.8 FT) WEST OF THE
 DV1243'CENTERLINE OF THE ROAD, 22.2 METERS (73 FT) NORTHWEST OF POWER LINE
 DV1243'POLE 93, 8.3 METERS (27.2 FT) NORTHWEST OF A POWER LINE POLE BEARING
 DV1243'3 TRANSFORMERS, 0.6 METER (2.0 FT) NORTHWEST OF THE CENTER OF THE
 DV1243'PUMP, 0.45 METER (1.5 FT) EAST OF THE WEST EDGE OF THE PAD, 0.45
 DV1243'METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1243'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1243
 DV1243                          STATION RECOVERY (2006)
 DV1243
 DV1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1243'RECOVERED AS DESCRIBED.
 DV1243
 DV1243                          STATION RECOVERY (2006)
 DV1243
 DV1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1369 ***********************************************************************
 DV1369  DESIGNATION -  E 477
 DV1369  PID         -  DV1369
 DV1369  STATE/COUNTY-  AZ/LA PAZ
 DV1369  USGS QUAD   -  SOCORRO MINE (1990)
 DV1369
 DV1369                         *CURRENT SURVEY CONTROL
 DV1369  ___________________________________________________________________
 DV1369* NAD 83(1986)-  33 39 48.     (N)    113 24 28.     (W)     SCALED    
 DV1369* NAVD 88     -       467.707  (meters)    1534.47   (feet)  ADJUSTED  
 DV1369  ___________________________________________________________________
 DV1369  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1369  DYNAMIC HT  -         467.159 (meters)    1532.67  (feet)  COMP
 DV1369  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1369
 DV1369  VERT ORDER  -  FIRST     CLASS II
 DV1369
 DV1369.The horizontal coordinates were scaled from a topographic map and have
 DV1369.an estimated accuracy of +/- 6 seconds.
 DV1369
 DV1369.The orthometric height was determined by differential leveling
 DV1369.and adjusted by the National Geodetic Survey in June 1991..
 DV1369
 DV1369.The geoid height was determined by GEOID03.
 DV1369
 DV1369.The dynamic height is computed by dividing the NAVD 88
 DV1369.geopotential number by the normal gravity value computed on the
 DV1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1369.degrees latitude (g = 980.6199 gals.).
 DV1369
 DV1369.The modeled gravity was interpolated from observed gravity values.
 DV1369
 DV1369;                    North         East    Units  Estimated Accuracy
 DV1369;SPC AZ W     -   295,380.      245,100.      MT  (+/- 180 meters Scaled)
 DV1369
 DV1369                          SUPERSEDED SURVEY CONTROL
 DV1369
 DV1369.No superseded survey control is available for this station.
 DV1369
 DV1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC767274(NAD 83)
 DV1369_MARKER: I = METAL ROD
 DV1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1369_SP_SET: STAINLESS STEEL ROD
 DV1369_STAMPING: E 477 1981
 DV1369_MARK LOGO: NGS   
 DV1369_PROJECTION: FLUSH
 DV1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1369+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1369_ROD/PIPE-DEPTH: 7.3  meters
 DV1369
 DV1369  HISTORY     - Date     Condition        Report By
 DV1369  HISTORY     - 1981     MONUMENTED       NGS
 DV1369  HISTORY     - 20060519 GOOD             GEOCAC
 DV1369
 DV1369                          STATION DESCRIPTION
 DV1369
 DV1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1369'23.9 KM (14.85 MI) SE FROM SALOME.
 DV1369'23.9 KM (14.85 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF
 DV1369'US HIGHWAY 60 AT SALOME, 1.8 KM (1.1 MI) SOUTHEAST OF BELL TELEPHONE
 DV1369'SUB-STATION BUILDING 10, IN LINE WITH A HIGH SHARP PEAK KNOWN AS BIG
 DV1369'HORN PEAK ABOUT 9 MILES TO THE EAST-SOUTHEAST AND THE FIRST KNOLL AT
 DV1369'THE SOUTHEAST END OF A LOW RIDGE 2 MILES TO THE EAST-SOUTHEAST, 29.8
 DV1369'METER (88 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 110.4 METERS
 DV1369'(362 FT) NORTHEAST OF UNDERGROUND CABLE WOODEN WITNESS POST 361.
 DV1369'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1369'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1369
 DV1369                          STATION RECOVERY (2006)
 DV1369
 DV1369'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1369'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1369' 
 DV1369'33 39 48.90 (N)   113 24 28.14 (W) (NAD 83).
 DV1369' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1408 ***********************************************************************
 DV1408  DESIGNATION -  E 478
 DV1408  PID         -  DV1408
 DV1408  STATE/COUNTY-  AZ/LA PAZ
 DV1408  USGS QUAD   -  HOPE (1990)
 DV1408
 DV1408                         *CURRENT SURVEY CONTROL
 DV1408  ___________________________________________________________________
 DV1408* NAD 83(1986)-  33 43 20.     (N)    113 42 49.     (W)     SCALED    
 DV1408* NAVD 88     -       443.562  (meters)    1455.25   (feet)  ADJUSTED  
 DV1408  ___________________________________________________________________
 DV1408  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1408  DYNAMIC HT  -         443.053 (meters)    1453.58  (feet)  COMP
 DV1408  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DV1408
 DV1408  VERT ORDER  -  FIRST     CLASS II
 DV1408
 DV1408.The horizontal coordinates were scaled from a topographic map and have
 DV1408.an estimated accuracy of +/- 6 seconds.
 DV1408
 DV1408.The orthometric height was determined by differential leveling
 DV1408.and adjusted by the National Geodetic Survey in June 1991..
 DV1408
 DV1408.The geoid height was determined by GEOID03.
 DV1408
 DV1408.The dynamic height is computed by dividing the NAVD 88
 DV1408.geopotential number by the normal gravity value computed on the
 DV1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1408.degrees latitude (g = 980.6199 gals.).
 DV1408
 DV1408.The modeled gravity was interpolated from observed gravity values.
 DV1408
 DV1408;                    North         East    Units  Estimated Accuracy
 DV1408;SPC AZ W     -   301,860.      216,730.      MT  (+/- 180 meters Scaled)
 DV1408
 DV1408                          SUPERSEDED SURVEY CONTROL
 DV1408
 DV1408.No superseded survey control is available for this station.
 DV1408
 DV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC485346(NAD 83)
 DV1408_MARKER: I = METAL ROD
 DV1408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1408_SP_SET: STAINLESS STEEL ROD
 DV1408_STAMPING: E 478 1981
 DV1408_MARK LOGO: NGS   
 DV1408_PROJECTION: FLUSH
 DV1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1408+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV1408_ROD/PIPE-DEPTH: 7.3  meters
 DV1408
 DV1408  HISTORY     - Date     Condition        Report By
 DV1408  HISTORY     - 1981     MONUMENTED       NGS
 DV1408  HISTORY     - 20050920 GOOD             EVANS
 DV1408
 DV1408                          STATION DESCRIPTION
 DV1408
 DV1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1408'12.5 KM (7.75 MI) SW FROM SALOME.
 DV1408'12.5 KM (7.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1408'SALOME ROAD IN SALOME, 1.0 KM (0.6 MI) SOUTHWEST OF THE Y JUNCTION OF
 DV1408'STATE HIGHWAY 72, 27.4 METERS (90.0 FT) SOUTHWEST OF HIGHWAY MILEPOST
 DV1408'49, 27.0 METERS (88.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.8
 DV1408'METERS (29.0 FT) WEST OF A POWER POLE, 6.3 METERS (20.7 FT) EAST OF A
 DV1408'BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 0.35 METERS (1.2 FT)
 DV1408'NORTH OF THE FENCE LINE.
 DV1408'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1408'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 DV1408
 DV1408                          STATION RECOVERY (2005)
 DV1408
 DV1408'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1302 ***********************************************************************
 DW1302  DESIGNATION -  E 479
 DW1302  PID         -  DW1302
 DW1302  STATE/COUNTY-  AZ/LA PAZ
 DW1302  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1302
 DW1302                         *CURRENT SURVEY CONTROL
 DW1302  ___________________________________________________________________
 DW1302* NAD 83(1992)-  33 39 17.36954(N)    114 15 29.19106(W)     ADJUSTED  
 DW1302* NAVD 88     -       295.726  (meters)     970.23   (feet)  ADJUSTED  
 DW1302  ___________________________________________________________________
 DW1302  X           -  -2,183,570.951 (meters)                     COMP
 DW1302  Y           -  -4,845,516.437 (meters)                     COMP
 DW1302  Z           -   3,514,787.463 (meters)                     COMP
 DW1302  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DW1302  ELLIP HEIGHT-         263.82  (meters)          (01/12/01) GPS OBS
 DW1302  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW1302  DYNAMIC HT  -         295.394 (meters)     969.14  (feet)  COMP
 DW1302  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DW1302
 DW1302  HORZ ORDER  -  FIRST
 DW1302  VERT ORDER  -  FIRST     CLASS II
 DW1302  ELLP ORDER  -  FOURTH    CLASS I
 DW1302
 DW1302.The horizontal coordinates were established by GPS observations
 DW1302.and adjusted by the National Geodetic Survey in March 1997..
 DW1302
 DW1302.The orthometric height was determined by differential leveling
 DW1302.and adjusted by the National Geodetic Survey in June 1991..
 DW1302
 DW1302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW1302
 DW1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW1302
 DW1302.The ellipsoidal height was determined by GPS observations
 DW1302.and is referenced to NAD 83.
 DW1302
 DW1302.The geoid height was determined by GEOID03.
 DW1302
 DW1302.The dynamic height is computed by dividing the NAVD 88
 DW1302.geopotential number by the normal gravity value computed on the
 DW1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1302.degrees latitude (g = 980.6199 gals.).
 DW1302
 DW1302.The modeled gravity was interpolated from observed gravity values.
 DW1302
 DW1302;                    North         East     Units Scale Factor Converg.
 DW1302;SPC AZ W     -   294,496.727   166,232.380   MT  0.99996070   -0 16 53.7
 DW1302;SPC AZ W     -   966,196.61    545,381.82   iFT  0.99996070   -0 16 53.7
 DW1302;UTM  11      - 3,727,257.911   754,265.021   MT  1.00039710   +1 31 13.2
 DW1302
 DW1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW1302!SPC AZ W     -   0.99995858  x   0.99996070  =   0.99991929
 DW1302!UTM  11      -   0.99995858  x   1.00039710  =   1.00035567
 DW1302
 DW1302                          SUPERSEDED SURVEY CONTROL
 DW1302
 DW1302  ELLIP H (03/14/97)  263.84   (m)                       GP(       ) 3 1
 DW1302  NAVD 88 (03/14/97)  295.73   (m)          970.2    (f) LEVELING    3  
 DW1302
 DW1302.Superseded values are not recommended for survey control.
 DW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1302.See file dsdata.txt to determine how the superseded data were derived.
 DW1302
 DW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5426527258(NAD 83)
 DW1302_MARKER: DV = VERTICAL CONTROL DISK
 DW1302_SETTING: 66 = SET IN ROCK OUTCROP
 DW1302_SP_SET: ROCK OUTCROP
 DW1302_STAMPING: E 479 1981
 DW1302_MARK LOGO: NGS   
 DW1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1302+STABILITY: POSITION/ELEVATION WELL
 DW1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW1302+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 DW1302
 DW1302  HISTORY     - Date     Condition        Report By
 DW1302  HISTORY     - 1981     MONUMENTED       NGS
 DW1302  HISTORY     - 19960306 GOOD             CHANCE
 DW1302  HISTORY     - 19980112 GOOD             AZDT
 DW1302  HISTORY     - 20040621 GOOD             JCLS
 DW1302
 DW1302                          STATION DESCRIPTION
 DW1302
 DW1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1302'4.0 KM (2.5 MI) WEST FROM QUARTZSITE.
 DW1302'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1302'95 OVERPASS IN QUARTZSITE, THENCE 1.8 KM (1.1 MI) WEST ALONG OLD U.S.
 DW1302'HIGHWAY 60, 0.25 KM (0.15 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT
 DW1302'ROAD LEADING SOUTH TO THE JULIAN MINE, SET IN TOP OF THE NORTH BASE OF
 DW1302'A 18 X 12 FOOT GRANITE OUTCROP PROJECTING 4.0 FEET, ON THE EAST SLOPE
 DW1302'OF A SHORT RIDGE ON THE NORTH SLOPE OF GRANITE MOUNTAIN, 29.9 METERS
 DW1302'(98.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 63.1 METERS
 DW1302'(207 FT) SOUTHWEST OF BENCH MARK 961.60 AZHD, 48.5 METERS (159 FT)
 DW1302'SOUTH-SOUTHWEST OF THE FIRST POWER POLE WEST OF A T JUNCTION IN THE
 DW1302'LINES, 46.6 METERS (153 FT) EAST OF THE NORTHEAST END OF A CONCRETE
 DW1302'HEADWALL OF A DOUBLE 36-INCH PIPE CULVERT.
 DW1302'THE MARK IS 1.8 METERS  NNW FROM A WITNESS POST.
 DW1302'THE MARK IS 0.8 M BELOW THE OUTCROP HIGH POINT.
 DW1302
 DW1302                          STATION RECOVERY (1996)
 DW1302
 DW1302'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 DW1302'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DW1302'THE STATION IS LOCATED APPROXIMATELY 4.0 KM (2.50 MI) WEST OF
 DW1302'QUARTZSITE ALONG THE FRONTAGE ROAD SOUTH OF INTERSTATE 10.  THE
 DW1302'STATION IS LOCATED ON STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH
 DW1302'THE STATION FROM THE US HIGHWAY 95 OVERPASS IN QUARTZSITE, GO 2.2 KM
 DW1302'(1.35 MI) WEST ALONG INTERSTATE 10 TO EXIT 17.  FROM EXIT 17, PROCEED
 DW1302'WEST ON FRONTAGE ROAD SOUTH OF INTERSTATE 10 FOR 1.2 KM (0.75 MI) TO
 DW1302'ABANDONED SHED (DIESEL AND REPAIRS) AND CONTINUE 0.56 KM (0.35 MI) TO
 DW1302'STATION ON THE LEFT THE STATION IS A BENCH MARK DISK SET IN TOP OF
 DW1302'NORTH BASE OF A 18- BY 12-FOOT GRANITE OUTCROP PROJECTING 1.2 M (3.9
 DW1302'FT) ABOVE THE GROUND. THE STATION IS LOCATED 29.9 M (98.1 FT)
 DW1302'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 63.1 M (207.0 FT)
 DW1302'SOUTHWEST OF BENCH MARK 961.60 AZHD, 48.5 M (159.1 FT) SOUTH-SOUTHWEST
 DW1302'OF THE FIRST POLE WEST OF A T-JUNCTION IN THE LINES, 46.6 M (152.9 FT)
 DW1302'EAST OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A DOUBLE 36-INCH
 DW1302'PIPE CULVERT, 1.8 M (5.9 FT) NORTH-NORTHWEST FROM A WITNESS POST, AND
 DW1302'0.8 M (2.6 FT) BELOW THE OUTCROP HIGH POINT
 DW1302
 DW1302                          STATION RECOVERY (1998)
 DW1302
 DW1302'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DW1302'RECOVERED IN GOOD CONDITION.  NOTE--FROM CENTERLINE OF I-10 WEST
 DW1302'QUARTZITE OVERPASS, GO SOUTH FOR 0.10 MILE (0.16 KM) TO INT OF OLD US
 DW1302'60, GO WESTBOUND FOR 1.05 MILE (1.69 KM) TO STATION ON LEFT, 100 FEET
 DW1302'(30.5 M) SOUTH OF HIGHWAY.
 DW1302
 DW1302                          STATION RECOVERY (2004)
 DW1302
 DW1302'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DW1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1487 ***********************************************************************
 DV1487  DESIGNATION -  E 480
 DV1487  PID         -  DV1487
 DV1487  STATE/COUNTY-  AZ/LA PAZ
 DV1487  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1487
 DV1487                         *CURRENT SURVEY CONTROL
 DV1487  ___________________________________________________________________
 DV1487* NAD 83(1986)-  33 57 56.     (N)    113 33 56.     (W)     SCALED    
 DV1487* NAVD 88     -       722.644  (meters)    2370.87   (feet)  ADJUSTED  
 DV1487  ___________________________________________________________________
 DV1487  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1487  DYNAMIC HT  -         721.797 (meters)    2368.10  (feet)  COMP
 DV1487  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 DV1487  OBS GRAVITY -     979,437.0   (mgal)                       GRAV_OBS
 DV1487
 DV1487  VERT ORDER  -  FIRST     CLASS II
 DV1487
 DV1487.The horizontal coordinates were scaled from a topographic map and have
 DV1487.an estimated accuracy of +/- 6 seconds.
 DV1487
 DV1487.The orthometric height was determined by differential leveling
 DV1487.and adjusted by the National Geodetic Survey in June 1991..
 DV1487
 DV1487.The geoid height was determined by GEOID03.
 DV1487
 DV1487.The dynamic height is computed by dividing the NAVD 88
 DV1487.geopotential number by the normal gravity value computed on the
 DV1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1487.degrees latitude (g = 980.6199 gals.).
 DV1487
 DV1487.The modeled gravity was interpolated from observed gravity values.
 DV1487.The observed gravity was obtained from relative gravimeter ties
 DV1487.to the IGSN71 gravity network.
 DV1487
 DV1487;                    North         East    Units  Estimated Accuracy
 DV1487;SPC AZ W     -   328,860.      230,410.      MT  (+/- 180 meters Scaled)
 DV1487
 DV1487                          SUPERSEDED SURVEY CONTROL
 DV1487
 DV1487.No superseded survey control is available for this station.
 DV1487
 DV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC629613(NAD 83)
 DV1487_MARKER: DB = BENCH MARK DISK
 DV1487_SETTING: 66 = SET IN ROCK OUTCROP
 DV1487_SP_SET: ROCK OUTCROP
 DV1487_STAMPING: E 480 1981
 DV1487_MARK LOGO: NGS   
 DV1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1487+STABILITY: POSITION/ELEVATION WELL
 DV1487
 DV1487  HISTORY     - Date     Condition        Report By
 DV1487  HISTORY     - 1981     MONUMENTED       NGS
 DV1487  HISTORY     - 19990306 GOOD             USPSQD
 DV1487
 DV1487                          STATION DESCRIPTION
 DV1487
 DV1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1487'17.0 KM (10.6 MI) NORTH FROM WENDEN.
 DV1487'17.0 KM (10.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1487'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) SOUTHEAST OF A
 DV1487'LONE SMALL HILL, SET IN TOP OF THE NORTH BANK OF A DEEP DRY WASH, 48.5
 DV1487'METERS (159 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 42.0 METERS
 DV1487'(140 FT) WEST OF THE WEST END OF THE NORTH ONE OF TWO 40-INCH
 DV1487'CORRUGATED PIPE CULVERTS UNDER THE ROAD.
 DV1487'THE MARK IS 1.25 METERS  W FROM A WITNESS POST.
 DV1487'THE MARK IS 1.5 M BELOW THE ROAD CENTERLINE.
 DV1487
 DV1487                          STATION RECOVERY (1999)
 DV1487
 DV1487'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0772 ***********************************************************************
 ET0772  DESIGNATION -  E 481
 ET0772  PID         -  ET0772
 ET0772  STATE/COUNTY-  AZ/LA PAZ
 ET0772  USGS QUAD   -  ALAMO DAM (1990)
 ET0772
 ET0772                         *CURRENT SURVEY CONTROL
 ET0772  ___________________________________________________________________
 ET0772* NAD 83(1986)-  34 13 40.     (N)    113 34 31.     (W)     SCALED    
 ET0772* NAVD 88     -       388.207  (meters)    1273.64   (feet)  ADJUSTED  
 ET0772  ___________________________________________________________________
 ET0772  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0772  DYNAMIC HT  -         387.774 (meters)    1272.22  (feet)  COMP
 ET0772  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 ET0772
 ET0772  VERT ORDER  -  FIRST     CLASS II
 ET0772
 ET0772.The horizontal coordinates were scaled from a topographic map and have
 ET0772.an estimated accuracy of +/- 6 seconds.
 ET0772
 ET0772.The orthometric height was determined by differential leveling
 ET0772.and adjusted by the National Geodetic Survey in June 1991..
 ET0772
 ET0772.The geoid height was determined by GEOID03.
 ET0772
 ET0772.The dynamic height is computed by dividing the NAVD 88
 ET0772.geopotential number by the normal gravity value computed on the
 ET0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0772.degrees latitude (g = 980.6199 gals.).
 ET0772
 ET0772.The modeled gravity was interpolated from observed gravity values.
 ET0772
 ET0772;                    North         East    Units  Estimated Accuracy
 ET0772;SPC AZ W     -   357,940.      229,460.      MT  (+/- 180 meters Scaled)
 ET0772
 ET0772                          SUPERSEDED SURVEY CONTROL
 ET0772
 ET0772.No superseded survey control is available for this station.
 ET0772
 ET0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC627904(NAD 83)
 ET0772_MARKER: DB = BENCH MARK DISK
 ET0772_SETTING: 66 = SET IN ROCK OUTCROP
 ET0772_SP_SET: ROCK OUTCROP
 ET0772_STAMPING: E 481 1981
 ET0772_MARK LOGO: NGS   
 ET0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0772+STABILITY: POSITION/ELEVATION WELL
 ET0772
 ET0772  HISTORY     - Date     Condition        Report By
 ET0772  HISTORY     - 1981     MONUMENTED       NGS
 ET0772  HISTORY     - 19990306 GOOD             USPSQD
 ET0772
 ET0772                          STATION DESCRIPTION
 ET0772
 ET0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0772'2.9 KM (1.85 MI) SE FROM ALAMO LAKE.
 ET0772'2.9 KM (1.85 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0772'SOUTHEAST END OF ALAMO DAM, 0.25 KM (0.15 MI) EAST OF THE RANGER
 ET0772'STATION AT THE JUNCTION OF LAKE VIEW DRIVE, ON THE WEST BANK OF A
 ET0772'STEEP, ROCK-FACED WASH, SET IN TOP OF A ROCK OUTCROP, 83.0 METERS (272
 ET0772'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 22.7 METERS (74.5 FT) EAST OF
 ET0772'A BRACED ANGLE IRON FENCE POST IN THE RIGHT-OF-WAY FENCE, 21.2 METERS
 ET0772'(69.5 FT) WEST OF AND 20 FEET ABOVE A 40-INCH CORRUGATED PIPE CULVERT
 ET0772'UNDER THE ROAD, 8.7 METERS (28.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 ET0772'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 ET0772'THE MARK IS 0.8 M BELOW THE ROAD.
 ET0772
 ET0772                          STATION RECOVERY (1999)
 ET0772
 ET0772'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0797 ***********************************************************************
 ET0797  DESIGNATION -  E 482
 ET0797  PID         -  ET0797
 ET0797  STATE/COUNTY-  AZ/MOHAVE
 ET0797  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0797
 ET0797                         *CURRENT SURVEY CONTROL
 ET0797  ___________________________________________________________________
 ET0797* NAD 83(1986)-  34 21 49.     (N)    113 41 58.     (W)     SCALED    
 ET0797* NAVD 88     -       637.903  (meters)    2092.85   (feet)  ADJUSTED  
 ET0797  ___________________________________________________________________
 ET0797  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET0797  DYNAMIC HT  -         637.162 (meters)    2090.42  (feet)  COMP
 ET0797  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 ET0797
 ET0797  VERT ORDER  -  FIRST     CLASS II
 ET0797
 ET0797.The horizontal coordinates were scaled from a topographic map and have
 ET0797.an estimated accuracy of +/- 6 seconds.
 ET0797
 ET0797.The orthometric height was determined by differential leveling
 ET0797.and adjusted by the National Geodetic Survey in June 1991..
 ET0797
 ET0797.The geoid height was determined by GEOID03.
 ET0797
 ET0797.The dynamic height is computed by dividing the NAVD 88
 ET0797.geopotential number by the normal gravity value computed on the
 ET0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0797.degrees latitude (g = 980.6199 gals.).
 ET0797
 ET0797.The modeled gravity was interpolated from observed gravity values.
 ET0797
 ET0797;                    North         East    Units  Estimated Accuracy
 ET0797;SPC AZ W     -   373,000.      218,010.      MT  (+/- 180 meters Scaled)
 ET0797
 ET0797                          SUPERSEDED SURVEY CONTROL
 ET0797
 ET0797.No superseded survey control is available for this station.
 ET0797
 ET0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD517057(NAD 83)
 ET0797_MARKER: DB = BENCH MARK DISK
 ET0797_SETTING: 66 = SET IN ROCK OUTCROP
 ET0797_SP_SET: ROCK OUTCROP
 ET0797_STAMPING: E 482 1981
 ET0797_MARK LOGO: NGS   
 ET0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0797+STABILITY: POSITION/ELEVATION WELL
 ET0797
 ET0797  HISTORY     - Date     Condition        Report By
 ET0797  HISTORY     - 1981     MONUMENTED       NGS
 ET0797
 ET0797                          STATION DESCRIPTION
 ET0797
 ET0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0797'76.6 KM (47.6 MI) SE FROM YUCCA.
 ET0797'76.6 KM (47.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0797'INTERSTATE HIGHWAY 40 IN YUCCA, 0.25 KM (0.15 MI) NORTHWEST OF THE
 ET0797'NORTHWEST END OF A ROAD CURVE, ACROSS THE ROAD FROM THE CENTER OF A
 ET0797'STRAIGHT SECTION IN A DRY WASH PARALLELING THE ROAD, SET IN TOP OF A
 ET0797'BROWN VOLCANIC ROCK OUTCROP ON THE SOUTHWEST SLOPE OF A RIDGE, 10.0
 ET0797'METERS (33.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 ET0797'THE MARK IS 0.75 METERS  SW FROM A WITNESS POST.
 ET0797'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0905 ***********************************************************************
 FS0905  DESIGNATION -  E 484
 FS0905  PID         -  FS0905
 FS0905  STATE/COUNTY-  AZ/MOHAVE
 FS0905  USGS QUAD   -  KINGMAN (1980)
 FS0905
 FS0905                         *CURRENT SURVEY CONTROL
 FS0905  ___________________________________________________________________
 FS0905* NAD 83(1986)-  35 09 42.     (N)    114 04 25.     (W)     SCALED    
 FS0905* NAVD 88     -       940.608  (meters)    3085.98   (feet)  ADJUSTED  
 FS0905  ___________________________________________________________________
 FS0905  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FS0905  DYNAMIC HT  -         939.515 (meters)    3082.39  (feet)  COMP
 FS0905  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 FS0905
 FS0905  VERT ORDER  -  FIRST     CLASS II
 FS0905
 FS0905.The horizontal coordinates were scaled from a topographic map and have
 FS0905.an estimated accuracy of +/- 6 seconds.
 FS0905
 FS0905.The orthometric height was determined by differential leveling
 FS0905.and adjusted by the National Geodetic Survey in June 1991..
 FS0905
 FS0905.The geoid height was determined by GEOID03.
 FS0905
 FS0905.The dynamic height is computed by dividing the NAVD 88
 FS0905.geopotential number by the normal gravity value computed on the
 FS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0905.degrees latitude (g = 980.6199 gals.).
 FS0905
 FS0905.The modeled gravity was interpolated from observed gravity values.
 FS0905
 FS0905;                    North         East    Units  Estimated Accuracy
 FS0905;SPC AZ W     -   461,570.      183,880.      MT  (+/- 180 meters Scaled)
 FS0905
 FS0905                          SUPERSEDED SURVEY CONTROL
 FS0905
 FS0905.No superseded survey control is available for this station.
 FS0905
 FS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665948(NAD 83)
 FS0905_MARKER: DB = BENCH MARK DISK
 FS0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0905_SP_SET: BRIDGE
 FS0905_STAMPING: E 484 1981
 FS0905_MARK LOGO: NGS   
 FS0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0905
 FS0905  HISTORY     - Date     Condition        Report By
 FS0905  HISTORY     - 1981     MONUMENTED       NGS
 FS0905
 FS0905                          STATION DESCRIPTION
 FS0905
 FS0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0905'5.05 KM (3.15 MI) SOUTH FROM KINGMAN.
 FS0905'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0905'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 4.25 KM (2.65 MI) SOUTH
 FS0905'ALONG OLD HIGHWAY 66, AT A BRIDGE OVER HOLLY MOSES WASH, IN TOP OF
 FS0905'THE SOUTHEAST CURB 7.8 METERS (25.5 FT) NORTHEAST OF THE SOUTHWEST
 FS0905'END, 4 METERS (13 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0905'0.8 METER (2.5 FT) SOUTHWEST OF BENCH MARK 3084.16 AZHD.
 FS0905'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0772 ***********************************************************************
 EU0772  DESIGNATION -  E 485
 EU0772  PID         -  EU0772
 EU0772  STATE/COUNTY-  AZ/MOHAVE
 EU0772  USGS QUAD   -  FRANCONIA (1970)
 EU0772
 EU0772                         *CURRENT SURVEY CONTROL
 EU0772  ___________________________________________________________________
 EU0772* NAD 83(1986)-  34 43 44.     (N)    114 20 24.     (W)     SCALED    
 EU0772* NAVD 88     -       280.037  (meters)     918.75   (feet)  ADJUSTED  
 EU0772  ___________________________________________________________________
 EU0772  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0772  DYNAMIC HT  -         279.743 (meters)     917.79  (feet)  COMP
 EU0772  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 EU0772
 EU0772  VERT ORDER  -  FIRST     CLASS II
 EU0772
 EU0772.The horizontal coordinates were scaled from a topographic map and have
 EU0772.an estimated accuracy of +/- 6 seconds.
 EU0772
 EU0772.The orthometric height was determined by differential leveling
 EU0772.and adjusted by the National Geodetic Survey in June 1991..
 EU0772
 EU0772.The geoid height was determined by GEOID03.
 EU0772
 EU0772.The dynamic height is computed by dividing the NAVD 88
 EU0772.geopotential number by the normal gravity value computed on the
 EU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0772.degrees latitude (g = 980.6199 gals.).
 EU0772
 EU0772.The modeled gravity was interpolated from observed gravity values.
 EU0772
 EU0772;                    North         East    Units  Estimated Accuracy
 EU0772;SPC AZ W     -   413,670.      159,330.      MT  (+/- 180 meters Scaled)
 EU0772
 EU0772                          SUPERSEDED SURVEY CONTROL
 EU0772
 EU0772.No superseded survey control is available for this station.
 EU0772
 EU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU435462(NAD 83)
 EU0772_MARKER: DB = BENCH MARK DISK
 EU0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0772_SP_SET: HEADWALL
 EU0772_STAMPING: E 485 1981
 EU0772_MARK LOGO: NGS   
 EU0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0772
 EU0772  HISTORY     - Date     Condition        Report By
 EU0772  HISTORY     - 1981     MONUMENTED       NGS
 EU0772
 EU0772                          STATION DESCRIPTION
 EU0772
 EU0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0772'13.4 KM (8.3 MI) NE FROM TOPOCK.
 EU0772'13.4 KM (8.3 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0772'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, AT A 6-CHANNEL BOX CULVERT
 EU0772'UNDER THE WEST BOUND TRAFFIC LANES, IN TOP OF THE EAST END OF THE
 EU0772'SOUTH HEADWALL, 0.3 KM (0.2 MI) EAST OF THE CROSSING OF A PIPE LINE,
 EU0772'1.0 KM (0.6 MI) WEST OF MILEPOST 9, 12.6 METERS (41.5 FT) SOUTH OF THE
 EU0772'CENTERLINE OF THE WEST BOUND LANES.
 EU0772'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0924 ***********************************************************************
 FS0924  DESIGNATION -  E 486
 FS0924  PID         -  FS0924
 FS0924  STATE/COUNTY-  AZ/MOHAVE
 FS0924  USGS QUAD   -  KINGMAN NW (1983)
 FS0924
 FS0924                         *CURRENT SURVEY CONTROL
 FS0924  ___________________________________________________________________
 FS0924* NAD 83(1986)-  35 14 33.     (N)    114 08 51.     (W)     SCALED    
 FS0924* NAVD 88     -       991.918  (meters)    3254.32   (feet)  ADJUSTED  
 FS0924  ___________________________________________________________________
 FS0924  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0924  DYNAMIC HT  -         990.760 (meters)    3250.52  (feet)  COMP
 FS0924  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 FS0924
 FS0924  VERT ORDER  -  FIRST     CLASS II
 FS0924
 FS0924.The horizontal coordinates were scaled from a topographic map and have
 FS0924.an estimated accuracy of +/- 6 seconds.
 FS0924
 FS0924.The orthometric height was determined by differential leveling
 FS0924.and adjusted by the National Geodetic Survey in June 1991..
 FS0924
 FS0924.The geoid height was determined by GEOID03.
 FS0924
 FS0924.The dynamic height is computed by dividing the NAVD 88
 FS0924.geopotential number by the normal gravity value computed on the
 FS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0924.degrees latitude (g = 980.6199 gals.).
 FS0924
 FS0924.The modeled gravity was interpolated from observed gravity values.
 FS0924
 FS0924;                    North         East    Units  Estimated Accuracy
 FS0924;SPC AZ W     -   470,560.      177,180.      MT  (+/- 180 meters Scaled)
 FS0924
 FS0924                          SUPERSEDED SURVEY CONTROL
 FS0924
 FS0924.No superseded survey control is available for this station.
 FS0924
 FS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV595036(NAD 83)
 FS0924_MARKER: DB = BENCH MARK DISK
 FS0924_SETTING: 66 = SET IN ROCK OUTCROP
 FS0924_SP_SET: ROCK OUTCROP
 FS0924_STAMPING: E 486 1982
 FS0924_MARK LOGO: NGS   
 FS0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0924+STABILITY: POSITION/ELEVATION WELL
 FS0924
 FS0924  HISTORY     - Date     Condition        Report By
 FS0924  HISTORY     - 1982     MONUMENTED       NGS
 FS0924  HISTORY     - 1985     GOOD             USPSQD
 FS0924
 FS0924                          STATION DESCRIPTION
 FS0924
 FS0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0924'10.1 KM (6.3 MI) NW FROM KINGMAN.
 FS0924'10.1 KM (6.3 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0924'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A SMALL PORTION OF EXPOSED
 FS0924'GRANITE OUTCROP IN A CUT BANK, 0.15 MILE SOUTHEAST OF MILEPOST 65,
 FS0924'13.4 METERS (44 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0924'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 FS0924'THE MARK IS 2 M ABOVE THE HIGHWAY.
 FS0924
 FS0924                          STATION RECOVERY (1985)
 FS0924
 FS0924'RECOVERY NOTE BY US POWER SQUADRON 1985
 FS0924'BENCH MARK IS ROCK AND NORTHEAST SIDE OF HWY 93. AT GOLDEN VALLEY
 FS0924'ACROSS FROM GAS STATION 18' SOUTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0705 ***********************************************************************
 FR0705  DESIGNATION -  E 487
 FR0705  PID         -  FR0705
 FR0705  STATE/COUNTY-  AZ/MOHAVE
 FR0705  USGS QUAD   -  VALENTINE (1980)
 FR0705
 FR0705                         *CURRENT SURVEY CONTROL
 FR0705  ___________________________________________________________________
 FR0705* NAD 83(1992)-  35 26 15.56624(N)    113 38 48.19756(W)     ADJUSTED  
 FR0705* NAVD 88     -      1256.096  (meters)    4121.04   (feet)  ADJUSTED  
 FR0705  ___________________________________________________________________
 FR0705  X           -  -2,087,074.214 (meters)                     COMP
 FR0705  Y           -  -4,766,525.612 (meters)                     COMP
 FR0705  Z           -   3,678,247.383 (meters)                     COMP
 FR0705  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 FR0705  ELLIP HEIGHT-        1229.22  (meters)          (08/22/05) GPS OBS
 FR0705  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FR0705  DYNAMIC HT  -        1254.555 (meters)    4115.99  (feet)  COMP
 FR0705  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 FR0705
 FR0705  HORZ ORDER  -  B
 FR0705  VERT ORDER  -  FIRST     CLASS II
 FR0705  ELLP ORDER  -  THIRD     CLASS I
 FR0705
 FR0705.The horizontal coordinates were established by GPS observations
 FR0705.and adjusted by the National Geodetic Survey in August 2005..
 FR0705
 FR0705.The orthometric height was determined by differential leveling
 FR0705.and adjusted by the National Geodetic Survey in June 1991..
 FR0705
 FR0705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0705
 FR0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0705
 FR0705.The ellipsoidal height was determined by GPS observations
 FR0705.and is referenced to NAD 83.
 FR0705
 FR0705.The geoid height was determined by GEOID03.
 FR0705
 FR0705.The dynamic height is computed by dividing the NAVD 88
 FR0705.geopotential number by the normal gravity value computed on the
 FR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0705.degrees latitude (g = 980.6199 gals.).
 FR0705
 FR0705.The modeled gravity was interpolated from observed gravity values.
 FR0705
 FR0705;                    North         East     Units Scale Factor Converg.
 FR0705;SPC AZ W     -   492,146.375   222,737.003   MT  0.99993442   +0 03 35.6
 FR0705;SPC AZ W     - 1,614,653.46    730,764.45   iFT  0.99993442   +0 03 35.6
 FR0705;UTM  12      - 3,924,798.169   259,747.061   MT  1.00031138   -1 32 07.3
 FR0705
 FR0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0705!SPC AZ W     -   0.99980710  x   0.99993442  =   0.99974153
 FR0705!UTM  12      -   0.99980710  x   1.00031138  =   1.00011842
 FR0705
 FR0705                          SUPERSEDED SURVEY CONTROL
 FR0705
 FR0705  NAVD 88 (08/22/05) 1256.10   (m)         4121.1    (f) LEVELING    3  
 FR0705
 FR0705.Superseded values are not recommended for survey control.
 FR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0705.See file dsdata.txt to determine how the superseded data were derived.
 FR0705
 FR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5974724798(NAD 83)
 FR0705_MARKER: DB = BENCH MARK DISK
 FR0705_SETTING: 66 = SET IN ROCK OUTCROP
 FR0705_SP_SET: ROCK OUTCROP
 FR0705_STAMPING: E 487 1982
 FR0705_MARK LOGO: NGS   
 FR0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0705+STABILITY: POSITION/ELEVATION WELL
 FR0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0705+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0705
 FR0705  HISTORY     - Date     Condition        Report By
 FR0705  HISTORY     - 1982     MONUMENTED       NGS
 FR0705  HISTORY     - 20050401 GOOD             NGS
 FR0705
 FR0705                          STATION DESCRIPTION
 FR0705
 FR0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0705'23.4 KM (14.6 MI) SW FROM PEACH SPRINGS.
 FR0705'23.4 KM (14.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0705'OFFICE AT PEACH SPRINGS, 21.0 METERS (69.0 FEET) NORTHWEST OF THE
 FR0705'CENTERLINE OF THE HIGHWAY, 18.0 METERS (59,0 FEET) SOUTHWEST OF THE
 FR0705'SOUTHWEST EDGE OF A WASH, 9.0 METERS (30.0 FEET) SOUTHEAST OF THE
 FR0705'RIGHT-OF-WAY FENCE, 16.0 METERS (53.0 FEET) WEST OF HIGHWAY HIGHWAY
 FR0705'MILEPOST 89, IN TOP OF A 3 BY 6 FOOT EXPOSED PORTION OF VOLCANIC
 FR0705'OUTCROP.
 FR0705'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FR0705'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0705
 FR0705                          STATION RECOVERY (2005)
 FR0705
 FR0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0732 ***********************************************************************
 FR0732  DESIGNATION -  E 488
 FR0732  PID         -  FR0732
 FR0732  STATE/COUNTY-  AZ/COCONINO
 FR0732  USGS QUAD   -  NELSON (1967)
 FR0732
 FR0732                         *CURRENT SURVEY CONTROL
 FR0732  ___________________________________________________________________
 FR0732* NAD 83(1986)-  35 32 38.     (N)    113 16 59.     (W)     SCALED    
 FR0732* NAVD 88     -      1643.645  (meters)    5392.53   (feet)  ADJUSTED  
 FR0732  ___________________________________________________________________
 FR0732  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 FR0732  DYNAMIC HT  -        1641.517 (meters)    5385.54  (feet)  COMP
 FR0732  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 FR0732
 FR0732  VERT ORDER  -  FIRST     CLASS II
 FR0732
 FR0732.The horizontal coordinates were scaled from a topographic map and have
 FR0732.an estimated accuracy of +/- 6 seconds.
 FR0732
 FR0732.The orthometric height was determined by differential leveling
 FR0732.and adjusted by the National Geodetic Survey in June 1991..
 FR0732
 FR0732.The geoid height was determined by GEOID03.
 FR0732
 FR0732.The dynamic height is computed by dividing the NAVD 88
 FR0732.geopotential number by the normal gravity value computed on the
 FR0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0732.degrees latitude (g = 980.6199 gals.).
 FR0732
 FR0732.The modeled gravity was interpolated from observed gravity values.
 FR0732
 FR0732;                    North         East    Units  Estimated Accuracy
 FR0732;SPC AZ C     -   504,770.       89,460.      MT  (+/- 180 meters Scaled)
 FR0732
 FR0732                          SUPERSEDED SURVEY CONTROL
 FR0732
 FR0732.No superseded survey control is available for this station.
 FR0732
 FR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE930357(NAD 83)
 FR0732_MARKER: DB = BENCH MARK DISK
 FR0732_SETTING: 80 = SET IN A BOULDER
 FR0732_SP_SET: BOULDER
 FR0732_STAMPING: E 488 1982
 FR0732_MARK LOGO: NGS   
 FR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0732+STABILITY: SURFACE MOTION
 FR0732
 FR0732  HISTORY     - Date     Condition        Report By
 FR0732  HISTORY     - 1982     MONUMENTED       NGS
 FR0732
 FR0732                          STATION DESCRIPTION
 FR0732
 FR0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0732'16.9 KM (10.5 MI) EAST FROM PEACH SPRINGS.
 FR0732'16.9 KM (10.5 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0732'PEACH SPRINGS, 0.3 KM (0.2 MI) EAST OF A ROAD LEADING SOUTHWEST TO
 FR0732'NELSON, 0.2 KM (0.1 MI) EAST OF MILEPOST 112 AND A GUARD RAIL, IN TOP
 FR0732'OF A 4 BY 4 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 18.2
 FR0732'METERS (60 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20
 FR0732'FT) EAST OF THE SOUTH END OF A 48-INCH CORRUGATED METAL PIPE CULVERT,
 FR0732'22.8 METERS (75 FT) NORTHWEST OF TELEPHONE POLE 7, 13.7 METERS (45 FT)
 FR0732'NORTH OF A FENCE.
 FR0732'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0767 ***********************************************************************
 FR0767  DESIGNATION -  E 489
 FR0767  PID         -  FR0767
 FR0767  STATE/COUNTY-  AZ/YAVAPAI
 FR0767  USGS QUAD   -  ASH FORK (1979)
 FR0767
 FR0767                         *CURRENT SURVEY CONTROL
 FR0767  ___________________________________________________________________
 FR0767* NAD 83(1986)-  35 13 08.     (N)    112 26 39.     (W)     SCALED    
 FR0767* NAVD 88     -      1595.574  (meters)    5234.81   (feet)  ADJUSTED  
 FR0767  ___________________________________________________________________
 FR0767  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 FR0767  DYNAMIC HT  -        1593.459 (meters)    5227.87  (feet)  COMP
 FR0767  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 FR0767
 FR0767  VERT ORDER  -  FIRST     CLASS II
 FR0767
 FR0767.The horizontal coordinates were scaled from a topographic map and have
 FR0767.an estimated accuracy of +/- 6 seconds.
 FR0767
 FR0767.The orthometric height was determined by differential leveling
 FR0767.and adjusted by the National Geodetic Survey in June 1991..
 FR0767
 FR0767.The geoid height was determined by GEOID03.
 FR0767
 FR0767.The dynamic height is computed by dividing the NAVD 88
 FR0767.geopotential number by the normal gravity value computed on the
 FR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0767.degrees latitude (g = 980.6199 gals.).
 FR0767
 FR0767.The modeled gravity was interpolated from observed gravity values.
 FR0767
 FR0767;                    North         East    Units  Estimated Accuracy
 FR0767;SPC AZ C     -   467,980.      165,340.      MT  (+/- 180 meters Scaled)
 FR0767
 FR0767                          SUPERSEDED SURVEY CONTROL
 FR0767
 FR0767.No superseded survey control is available for this station.
 FR0767
 FR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD685982(NAD 83)
 FR0767_MARKER: DB = BENCH MARK DISK
 FR0767_SETTING: 66 = SET IN ROCK OUTCROP
 FR0767_SP_SET: ROCK OUTCROP
 FR0767_STAMPING: E 489 1982
 FR0767_MARK LOGO: NGS   
 FR0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0767+STABILITY: POSITION/ELEVATION WELL
 FR0767
 FR0767  HISTORY     - Date     Condition        Report By
 FR0767  HISTORY     - 1982     MONUMENTED       NGS
 FR0767
 FR0767                          STATION DESCRIPTION
 FR0767
 FR0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0767'3.0 KM (1.9 MI) EAST FROM ASH FORK.
 FR0767'3.0 KM (1.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0767'US HIGHWAY 89 IN ASH FORK, IN TOP OF A SMALL VOLCANIC OUTCROP
 FR0767'PROJECTING 1 FOOT FROM THE EAST AND DARK END OF A HIGHWAY CUT, 0.1 KM
 FR0767'(0.05 MI) EAST OF MILEPOST 148, 0.2 KM (0.1 MI) WEST OF THE
 FR0767'YAVAPAI-COCONINO COUNTY LINE, 0.2 KM (0.15 MI) NORTHWEST OF AND ACROSS
 FR0767'THE HIGHWAY FROM A MOTEL, CAFE AND TRUCK STOP, 12.9 METERS (41 FT)
 FR0767'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 36.5 METERS
 FR0767'(120 FT) WEST OF THE EAST END OF THE DARK CUT, 22.8 METERS (75 FT)
 FR0767'EAST OF A POINT IN THE CUT WHERE THE RED VOLCANIC ASH MEETS A DARK
 FR0767'GREY COLOR.
 FR0767'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FR0767'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0066 ***********************************************************************
 GP0066  DESIGNATION -  E 49
 GP0066  PID         -  GP0066
 GP0066  STATE/COUNTY-  AZ/NAVAJO
 GP0066  USGS QUAD   -  SHONTO SE (1982)
 GP0066
 GP0066                         *CURRENT SURVEY CONTROL
 GP0066  ___________________________________________________________________
 GP0066* NAD 83(1986)-  36 33 02.     (N)    110 31 37.     (W)     SCALED    
 GP0066* NAVD 88     -      2020.761  (meters)    6629.78   (feet)  ADJUSTED  
 GP0066  ___________________________________________________________________
 GP0066  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 GP0066  DYNAMIC HT  -        2018.157 (meters)    6621.24  (feet)  COMP
 GP0066  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 GP0066
 GP0066  VERT ORDER  -  FIRST     CLASS II
 GP0066
 GP0066.The horizontal coordinates were scaled from a topographic map and have
 GP0066.an estimated accuracy of +/- 6 seconds.
 GP0066
 GP0066.The orthometric height was determined by differential leveling
 GP0066.and adjusted by the National Geodetic Survey in June 1991..
 GP0066
 GP0066.The geoid height was determined by GEOID03.
 GP0066
 GP0066.The dynamic height is computed by dividing the NAVD 88
 GP0066.geopotential number by the normal gravity value computed on the
 GP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0066.degrees latitude (g = 980.6199 gals.).
 GP0066
 GP0066.The modeled gravity was interpolated from observed gravity values.
 GP0066
 GP0066;                    North         East    Units  Estimated Accuracy
 GP0066;SPC AZ E     -   615,660.      181,110.      MT  (+/- 180 meters Scaled)
 GP0066
 GP0066                          SUPERSEDED SURVEY CONTROL
 GP0066
 GP0066  NGVD 29 (??/??/92) 2019.676  (m)         6626.22   (f) ADJ UNCH    1 2
 GP0066
 GP0066.Superseded values are not recommended for survey control.
 GP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0066.See file dsdata.txt to determine how the superseded data were derived.
 GP0066
 GP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF423451(NAD 83)
 GP0066_MARKER: DB = BENCH MARK DISK
 GP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0066_STAMPING: E 49 1934
 GP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0066+STABILITY: SURFACE MOTION
 GP0066
 GP0066  HISTORY     - Date     Condition        Report By
 GP0066  HISTORY     - 1934     MONUMENTED       CGS
 GP0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0066
 GP0066                          STATION DESCRIPTION
 GP0066
 GP0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0066'21.5 MI SW FROM KAYENTA.
 GP0066'21.5 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0066'COUNTY, 86 YARDS WEST OF A WOODEN-BOX CULVERT, AND 75 FEET NORTH OF
 GP0066'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 49 1934 AND
 GP0066'SET IN THE TOP OF A CONCRETE POST.
 GP0066
 GP0066                          STATION RECOVERY (1983)
 GP0066
 GP0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0377 ***********************************************************************
 FQ0377  DESIGNATION -  E 490
 FQ0377  PID         -  FQ0377
 FQ0377  STATE/COUNTY-  AZ/COCONINO
 FQ0377  USGS QUAD   -  PARKS (1974)
 FQ0377
 FQ0377                         *CURRENT SURVEY CONTROL
 FQ0377  ___________________________________________________________________
 FQ0377* NAD 83(1986)-  35 15 26.     (N)    111 55 49.     (W)     SCALED    
 FQ0377* NAVD 88     -      2174.173  (meters)    7133.10   (feet)  ADJUSTED  
 FQ0377  ___________________________________________________________________
 FQ0377  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0377  DYNAMIC HT  -        2171.067 (meters)    7122.91  (feet)  COMP
 FQ0377  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 FQ0377
 FQ0377  VERT ORDER  -  FIRST     CLASS II
 FQ0377
 FQ0377.The horizontal coordinates were scaled from a topographic map and have
 FQ0377.an estimated accuracy of +/- 6 seconds.
 FQ0377
 FQ0377.The orthometric height was determined by differential leveling
 FQ0377.and adjusted by the National Geodetic Survey in June 1991..
 FQ0377
 FQ0377.The geoid height was determined by GEOID03.
 FQ0377
 FQ0377.The dynamic height is computed by dividing the NAVD 88
 FQ0377.geopotential number by the normal gravity value computed on the
 FQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0377.degrees latitude (g = 980.6199 gals.).
 FQ0377
 FQ0377.The modeled gravity was interpolated from observed gravity values.
 FQ0377
 FQ0377;                    North         East    Units  Estimated Accuracy
 FQ0377;SPC AZ C     -   472,110.      212,120.      MT  (+/- 180 meters Scaled)
 FQ0377
 FQ0377                          SUPERSEDED SURVEY CONTROL
 FQ0377
 FQ0377.No superseded survey control is available for this station.
 FQ0377
 FQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE153019(NAD 83)
 FQ0377_MARKER: DB = BENCH MARK DISK
 FQ0377_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0377_SP_SET: ROCK OUTCROP
 FQ0377_STAMPING: E 490 1982
 FQ0377_MARK LOGO: NGS   
 FQ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0377+STABILITY: POSITION/ELEVATION WELL
 FQ0377
 FQ0377  HISTORY     - Date     Condition        Report By
 FQ0377  HISTORY     - 1982     MONUMENTED       NGS
 FQ0377
 FQ0377                          STATION DESCRIPTION
 FQ0377
 FQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0377'27.5 KM (17.1 MI) WEST FROM FLAGSTAFF.
 FQ0377'27.5 KM (17.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0377'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 0.8 KM (0.5 MI) EAST OF THE
 FQ0377'PARKS ROAD OVERPASS, IN TOP OF THE LOWER PORTION OF A MASSIVE VOLCANIC
 FQ0377'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, IN THE FREEWAY MEADIAN,
 FQ0377'ACCESSABLE ONLY FROM THE EAST BOUND LANES, 0.5 KM (0.3 MI) WEST OF
 FQ0377'MILEPOST 179, 73.1 METERS (240 FT) WEST OF THE EAST END OF THE CUT IN
 FQ0377'THE MEDIAN STRIP, 14.6 METERS (48 FT) NORTH OF THE CENTERLINE OF THE
 FQ0377'EAST BOUND TRAFFIC LANES, 103.5 METERS (340 FT) WEST OF A LONE
 FQ0377'PONDAROSA TREE IN THE MEDIAN STRIP, 3 METERS (10 FT) BELOW THE TOP OF
 FQ0377'THE CUT.
 FQ0377'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0401 ***********************************************************************
 FQ0401  DESIGNATION -  E 491
 FQ0401  PID         -  FQ0401
 FQ0401  STATE/COUNTY-  AZ/COCONINO
 FQ0401  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0401
 FQ0401                         *CURRENT SURVEY CONTROL
 FQ0401  ___________________________________________________________________
 FQ0401* NAD 83(1986)-  35 03 05.     (N)    111 43 59.     (W)     SCALED    
 FQ0401* NAVD 88     -      1984.682  (meters)    6511.41   (feet)  ADJUSTED  
 FQ0401  ___________________________________________________________________
 FQ0401  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0401  DYNAMIC HT  -        1981.899 (meters)    6502.28  (feet)  COMP
 FQ0401  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 FQ0401
 FQ0401  VERT ORDER  -  FIRST     CLASS II
 FQ0401
 FQ0401.The horizontal coordinates were scaled from a topographic map and have
 FQ0401.an estimated accuracy of +/- 6 seconds.
 FQ0401
 FQ0401.The orthometric height was determined by differential leveling
 FQ0401.and adjusted by the National Geodetic Survey in June 1991..
 FQ0401
 FQ0401.The geoid height was determined by GEOID03.
 FQ0401
 FQ0401.The dynamic height is computed by dividing the NAVD 88
 FQ0401.geopotential number by the normal gravity value computed on the
 FQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0401.degrees latitude (g = 980.6199 gals.).
 FQ0401
 FQ0401.The modeled gravity was interpolated from observed gravity values.
 FQ0401
 FQ0401;                    North         East    Units  Estimated Accuracy
 FQ0401;SPC AZ C     -   449,290.      230,110.      MT  (+/- 180 meters Scaled)
 FQ0401
 FQ0401                          SUPERSEDED SURVEY CONTROL
 FQ0401
 FQ0401.No superseded survey control is available for this station.
 FQ0401
 FQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD331789(NAD 83)
 FQ0401_MARKER: DB = BENCH MARK DISK
 FQ0401_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0401_SP_SET: ROCK OUTCROP
 FQ0401_STAMPING: E 491 1982
 FQ0401_MARK LOGO: NGS   
 FQ0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0401+STABILITY: POSITION/ELEVATION WELL
 FQ0401
 FQ0401  HISTORY     - Date     Condition        Report By
 FQ0401  HISTORY     - 1982     MONUMENTED       NGS
 FQ0401
 FQ0401                          STATION DESCRIPTION
 FQ0401
 FQ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0401'16.4 KM (10.2 MI) SW FROM FLAGSTAFF.
 FQ0401'16.4 KM (10.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0401'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.4 KM (0.25
 FQ0401'MI) SOUTH OF A T JUNCTION OF A ROAD LEADING EAST, IN TOP OF AN OUTCROP
 FQ0401'AT THE SOUTH END OF A ROCKY CUT, 9.1 METERS (30.0 FT) WEST OF THE
 FQ0401'HIGHWAY CENTERLINE, 88.3 METERS (290.0 FT) NORTH OF THE WEST END OF A
 FQ0401'48 INCH CORRUGATED METAL PIPE CULVERT, 10.6 METERS (35.0 FT) EAST OF
 FQ0401'THE RIGHT OF WAY FENCE.
 FQ0401'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0401'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0455 ***********************************************************************
 FQ0455  DESIGNATION -  E 492
 FQ0455  PID         -  FQ0455
 FQ0455  STATE/COUNTY-  AZ/COCONINO
 FQ0455  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0455
 FQ0455                         *CURRENT SURVEY CONTROL
 FQ0455  ___________________________________________________________________
 FQ0455* NAD 83(1986)-  35 12 17.     (N)    111 36 48.     (W)     SCALED    
 FQ0455* NAVD 88     -      2091.852  (meters)    6863.02   (feet)  ADJUSTED  
 FQ0455  ___________________________________________________________________
 FQ0455  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0455  DYNAMIC HT  -        2088.874 (meters)    6853.25  (feet)  COMP
 FQ0455  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 FQ0455
 FQ0455  VERT ORDER  -  FIRST     CLASS II
 FQ0455
 FQ0455.The horizontal coordinates were scaled from a topographic map and have
 FQ0455.an estimated accuracy of +/- 6 seconds.
 FQ0455
 FQ0455.The orthometric height was determined by differential leveling
 FQ0455.and adjusted by the National Geodetic Survey in June 1991..
 FQ0455
 FQ0455.The geoid height was determined by GEOID03.
 FQ0455
 FQ0455.The dynamic height is computed by dividing the NAVD 88
 FQ0455.geopotential number by the normal gravity value computed on the
 FQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0455.degrees latitude (g = 980.6199 gals.).
 FQ0455
 FQ0455.The modeled gravity was interpolated from observed gravity values.
 FQ0455
 FQ0455;                    North         East    Units  Estimated Accuracy
 FQ0455;SPC AZ C     -   466,330.      240,980.      MT  (+/- 180 meters Scaled)
 FQ0455
 FQ0455                          SUPERSEDED SURVEY CONTROL
 FQ0455
 FQ0455.No superseded survey control is available for this station.
 FQ0455
 FQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD441959(NAD 83)
 FQ0455_MARKER: DB = BENCH MARK DISK
 FQ0455_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0455_SP_SET: ROCK OUTCROP
 FQ0455_STAMPING: E 492 1982
 FQ0455_MARK LOGO: NGS   
 FQ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0455+STABILITY: POSITION/ELEVATION WELL
 FQ0455
 FQ0455  HISTORY     - Date     Condition        Report By
 FQ0455  HISTORY     - 1982     MONUMENTED       NGS
 FQ0455  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0455
 FQ0455                          STATION DESCRIPTION
 FQ0455
 FQ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0455'7.6 KM (4.7 MI) NORTH FROM FLAGSTAFF.
 FQ0455'7.6 KM (4.7 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0455'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A SANDSTONE
 FQ0455'OUTCROP AT THE WEST END OF A RAILROAD CUT AND AT THE T JUNCTION OF
 FQ0455'FOURTH STREET LEADING NORTH, 47.5 METERS (156 FT) SOUTHEAST OF THE
 FQ0455'SOUTHEAST CURB OF US HIGHWAY 89, 23.7 METERS (78 FT) SOUTHWEST OF THE
 FQ0455'EXTENDED CENTER OF FOURTH STREET, 19.8 METERS (65 FT) SOUTHEAST OF THE
 FQ0455'SOUTHEAST RAIL, 9.1 METERS (30 FT) NORTHWEST OF A POWER POLE WITH A
 FQ0455'TRANSFORMER, 4.5 METERS (15 FT) SOUTHEAST OF THE CENTER OF A RAILROAD
 FQ0455'ACCESS ROAD.
 FQ0455'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0455'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 FQ0455
 FQ0455                          STATION RECOVERY (1983)
 FQ0455
 FQ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0455'THE DISK HAS BEEN REMOVED FROM THE BEDROCK AND THE MARK SHOULD BE
 FQ0455'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0661 ***********************************************************************
 ES0661  DESIGNATION -  E 493
 ES0661  PID         -  ES0661
 ES0661  STATE/COUNTY-  AZ/YAVAPAI
 ES0661  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0661
 ES0661                         *CURRENT SURVEY CONTROL
 ES0661  ___________________________________________________________________
 ES0661* NAD 83(1986)-  34 50 11.     (N)    111 53 22.     (W)     SCALED    
 ES0661* NAVD 88     -      1252.282  (meters)    4108.53   (feet)  ADJUSTED  
 ES0661  ___________________________________________________________________
 ES0661  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0661  DYNAMIC HT  -        1250.680 (meters)    4103.27  (feet)  COMP
 ES0661  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 ES0661
 ES0661  VERT ORDER  -  FIRST     CLASS II
 ES0661
 ES0661.The horizontal coordinates were scaled from a topographic map and have
 ES0661.an estimated accuracy of +/- 6 seconds.
 ES0661
 ES0661.The orthometric height was determined by differential leveling
 ES0661.and adjusted by the National Geodetic Survey in June 1991..
 ES0661
 ES0661.The geoid height was determined by GEOID03.
 ES0661
 ES0661.The dynamic height is computed by dividing the NAVD 88
 ES0661.geopotential number by the normal gravity value computed on the
 ES0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0661.degrees latitude (g = 980.6199 gals.).
 ES0661
 ES0661.The modeled gravity was interpolated from observed gravity values.
 ES0661
 ES0661;                    North         East    Units  Estimated Accuracy
 ES0661;SPC AZ C     -   425,430.      215,850.      MT  (+/- 180 meters Scaled)
 ES0661
 ES0661                          SUPERSEDED SURVEY CONTROL
 ES0661
 ES0661.No superseded survey control is available for this station.
 ES0661
 ES0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD186552(NAD 83)
 ES0661_MARKER: DB = BENCH MARK DISK
 ES0661_SETTING: 66 = SET IN ROCK OUTCROP
 ES0661_SP_SET: ROCK OUTCROP
 ES0661_STAMPING: E 493 1982
 ES0661_MARK LOGO: NGS   
 ES0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0661+STABILITY: POSITION/ELEVATION WELL
 ES0661
 ES0661  HISTORY     - Date     Condition        Report By
 ES0661  HISTORY     - 1982     MONUMENTED       NGS
 ES0661  HISTORY     - 19950712 GOOD             USPSQD
 ES0661
 ES0661                          STATION DESCRIPTION
 ES0661
 ES0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0661'12.6 KM (7.8 MI) SW FROM SEDONA.
 ES0661'12.6 KM (7.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0661'OFFICE IN SEDONA, IN TOP OF THE CENTER OF THE BASE OF A VOLCANIC ROCK
 ES0661'CUT, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 366, 5.1 METERS (17 FT)
 ES0661'NORTHWEST OF THE HIGHWAY CENTERLINE, 12.1 METERS (40 FT) SOUTHEAST OF
 ES0661'A FENCE.
 ES0661'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 ES0661'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0661
 ES0661                          STATION RECOVERY (1995)
 ES0661
 ES0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0684 ***********************************************************************
 ES0684  DESIGNATION -  E 494
 ES0684  PID         -  ES0684
 ES0684  STATE/COUNTY-  AZ/YAVAPAI
 ES0684  USGS QUAD   -  CAMP VERDE (1969)
 ES0684
 ES0684                         *CURRENT SURVEY CONTROL
 ES0684  ___________________________________________________________________
 ES0684* NAD 83(1986)-  34 32 58.     (N)    111 50 58.     (W)     SCALED    
 ES0684* NAVD 88     -       943.421  (meters)    3095.21   (feet)  ADJUSTED  
 ES0684  ___________________________________________________________________
 ES0684  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0684  DYNAMIC HT  -         942.243 (meters)    3091.34  (feet)  COMP
 ES0684  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 ES0684
 ES0684  VERT ORDER  -  FIRST     CLASS II
 ES0684
 ES0684.The horizontal coordinates were scaled from a topographic map and have
 ES0684.an estimated accuracy of +/- 6 seconds.
 ES0684
 ES0684.The orthometric height was determined by differential leveling
 ES0684.and adjusted by the National Geodetic Survey in June 1991..
 ES0684
 ES0684.The geoid height was determined by GEOID03.
 ES0684
 ES0684.The dynamic height is computed by dividing the NAVD 88
 ES0684.geopotential number by the normal gravity value computed on the
 ES0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0684.degrees latitude (g = 980.6199 gals.).
 ES0684
 ES0684.The modeled gravity was interpolated from observed gravity values.
 ES0684
 ES0684;                    North         East    Units  Estimated Accuracy
 ES0684;SPC AZ C     -   393,600.      219,530.      MT  (+/- 180 meters Scaled)
 ES0684
 ES0684                          SUPERSEDED SURVEY CONTROL
 ES0684
 ES0684.No superseded survey control is available for this station.
 ES0684
 ES0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD220234(NAD 83)
 ES0684_MARKER: I = METAL ROD
 ES0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0684_SP_SET: STAINLESS STEEL ROD
 ES0684_STAMPING: E 494 1982
 ES0684_MARK LOGO: NGS   
 ES0684_PROJECTION: FLUSH
 ES0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0684_ROD/PIPE-DEPTH: 5.8  meters
 ES0684
 ES0684  HISTORY     - Date     Condition        Report By
 ES0684  HISTORY     - 1982     MONUMENTED       NGS
 ES0684  HISTORY     - 19980228 GOOD             USPSQD
 ES0684
 ES0684                          STATION DESCRIPTION
 ES0684
 ES0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0684'2.1 KM (1.3 MI) SE FROM CAMP VERDE.
 ES0684'2.1 KM (1.3 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0684'OFFICE IN CAMP VERDE, IN THE EAST CORNER OF THE INTERSECTION OF
 ES0684'MURDOCK LANE, AT AN OFFSET IN THE FENCELINE, 0.2 KM (0.1 MI) SOUTHEAST
 ES0684'OF THE BRIDGE OVER THE VERDE RIVER, 27.5 METERS (90 FT) NORTHEAST OF
 ES0684'THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) SOUTH OF THE CENTER OF
 ES0684'MURDOCK LANE, 9.3 METERS (31 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 ES0684'CATTLE GUARD, 3.0 METERS (10 FT) NORTHWEST OF A FENCE CORNER, 0.3
 ES0684'METER (1 FT) SOUTHWEST OF A FENCE.
 ES0684'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0684'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0684
 ES0684                          STATION RECOVERY (1998)
 ES0684
 ES0684'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0722 ***********************************************************************
 ES0722  DESIGNATION -  E 495
 ES0722  PID         -  ES0722
 ES0722  STATE/COUNTY-  AZ/GILA
 ES0722  USGS QUAD   -  STRAWBERRY (1967)
 ES0722
 ES0722                         *CURRENT SURVEY CONTROL
 ES0722  ___________________________________________________________________
 ES0722* NAD 83(1986)-  34 24 23.     (N)    111 31 18.     (W)     SCALED    
 ES0722* NAVD 88     -      1757.492  (meters)    5766.04   (feet)  ADJUSTED  
 ES0722  ___________________________________________________________________
 ES0722  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 ES0722  DYNAMIC HT  -        1755.022 (meters)    5757.93  (feet)  COMP
 ES0722  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 ES0722  OBS GRAVITY -     979,175.6   (mgal)                       GRAV_OBS
 ES0722
 ES0722  VERT ORDER  -  FIRST     CLASS II
 ES0722
 ES0722.The horizontal coordinates were scaled from a topographic map and have
 ES0722.an estimated accuracy of +/- 6 seconds.
 ES0722
 ES0722.The orthometric height was determined by differential leveling
 ES0722.and adjusted by the National Geodetic Survey in June 1991..
 ES0722
 ES0722.The geoid height was determined by GEOID03.
 ES0722
 ES0722.The dynamic height is computed by dividing the NAVD 88
 ES0722.geopotential number by the normal gravity value computed on the
 ES0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0722.degrees latitude (g = 980.6199 gals.).
 ES0722
 ES0722.The modeled gravity was interpolated from observed gravity values.
 ES0722.The observed gravity was obtained from relative gravimeter ties
 ES0722.to the IGSN71 gravity network.
 ES0722
 ES0722;                    North         East    Units  Estimated Accuracy
 ES0722;SPC AZ E     -   378,560.       88,790.      MT  (+/- 180 meters Scaled)
 ES0722
 ES0722                          SUPERSEDED SURVEY CONTROL
 ES0722
 ES0722.No superseded survey control is available for this station.
 ES0722
 ES0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD520073(NAD 83)
 ES0722_MARKER: DB = BENCH MARK DISK
 ES0722_SETTING: 66 = SET IN ROCK OUTCROP
 ES0722_SP_SET: ROCK OUTCROP
 ES0722_STAMPING: E 495 1982
 ES0722_MARK LOGO: NGS   
 ES0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0722+STABILITY: POSITION/ELEVATION WELL
 ES0722
 ES0722  HISTORY     - Date     Condition        Report By
 ES0722  HISTORY     - 1982     MONUMENTED       NGS
 ES0722
 ES0722                          STATION DESCRIPTION
 ES0722
 ES0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0722'7.6 KM (4.7 MI) NW FROM PINE.
 ES0722'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0722'IN PINE, THENCE 2.7 KM (1.7 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0722'OF A SMALL LEDGE OF RED SANDSTONE OUTCROP NEAR THE WEST END OF A SMALL
 ES0722'CUT, AT THE EAST END OF A SLIGHT S CURVE, 4.3 METERS (14 FT) NORTH OF
 ES0722'THE ROAD CENTERLINE, 56.0 METERS (184 FT) WEST OF THE CENTER OF A DIRT
 ES0722'ROAD LEADING SOUTH TO A RANCH, 48.0 METERS (158 FT) WEST OF A CATTLE
 ES0722'GUARD, 14.0 METERS (46 FT) NORTHEAST ACROSS THE ROAD FROM POWER POLE
 ES0722'77, 10.0 METERS (33 FT) EAST OF THE WEST END OF THE CUT.
 ES0722'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0722'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0731 ***********************************************************************
 ES0731  DESIGNATION -  E 496
 ES0731  PID         -  ES0731
 ES0731  STATE/COUNTY-  AZ/GILA
 ES0731  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0731
 ES0731                         *CURRENT SURVEY CONTROL
 ES0731  ___________________________________________________________________
 ES0731* NAD 83(1986)-  34 21 41.     (N)    111 25 31.     (W)     SCALED    
 ES0731* NAVD 88     -      1716.764  (meters)    5632.42   (feet)  ADJUSTED  
 ES0731  ___________________________________________________________________
 ES0731  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 ES0731  DYNAMIC HT  -        1714.350 (meters)    5624.50  (feet)  COMP
 ES0731  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 ES0731
 ES0731  VERT ORDER  -  FIRST     CLASS II
 ES0731
 ES0731.The horizontal coordinates were scaled from a topographic map and have
 ES0731.an estimated accuracy of +/- 6 seconds.
 ES0731
 ES0731.The orthometric height was determined by differential leveling
 ES0731.and adjusted by the National Geodetic Survey in June 1991..
 ES0731
 ES0731.The geoid height was determined by GEOID03.
 ES0731
 ES0731.The dynamic height is computed by dividing the NAVD 88
 ES0731.geopotential number by the normal gravity value computed on the
 ES0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0731.degrees latitude (g = 980.6199 gals.).
 ES0731
 ES0731.The modeled gravity was interpolated from observed gravity values.
 ES0731
 ES0731;                    North         East    Units  Estimated Accuracy
 ES0731;SPC AZ E     -   373,460.       97,590.      MT  (+/- 180 meters Scaled)
 ES0731
 ES0731                          SUPERSEDED SURVEY CONTROL
 ES0731
 ES0731.No superseded survey control is available for this station.
 ES0731
 ES0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608023(NAD 83)
 ES0731_MARKER: DB = BENCH MARK DISK
 ES0731_SETTING: 66 = SET IN ROCK OUTCROP
 ES0731_SP_SET: ROCK OUTCROP
 ES0731_STAMPING: E 496 1982
 ES0731_MARK LOGO: NGS   
 ES0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0731+STABILITY: POSITION/ELEVATION WELL
 ES0731
 ES0731  HISTORY     - Date     Condition        Report By
 ES0731  HISTORY     - 1982     MONUMENTED       NGS
 ES0731  HISTORY     - 19980819 GOOD             USPSQD
 ES0731
 ES0731                          STATION DESCRIPTION
 ES0731
 ES0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0731'3.9 KM (2.4 MI) SE FROM PINE.
 ES0731'3.9 KM (2.4 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0731'IN PINE, IN TOP OF A SMALL LEDGE OF RED OUTCROP JUST BELOW A THICK
 ES0731'VEIN OF LIMESTONE, 0.2 KM (0.15 MI) NORTHWEST OF A CONTROL ROAD, 6.4
 ES0731'METERS (21 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 27.4 METERS (90
 ES0731'FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 ES0731'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0731'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0731
 ES0731                          STATION RECOVERY (1998)
 ES0731
 ES0731'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0757 ***********************************************************************
 ES0757  DESIGNATION -  E 497
 ES0757  PID         -  ES0757
 ES0757  STATE/COUNTY-  AZ/GILA
 ES0757  USGS QUAD   -  GISELA (1972)
 ES0757
 ES0757                         *CURRENT SURVEY CONTROL
 ES0757  ___________________________________________________________________
 ES0757* NAD 83(1986)-  34 03 20.     (N)    111 19 00.     (W)     SCALED    
 ES0757* NAVD 88     -       866.371  (meters)    2842.42   (feet)  ADJUSTED  
 ES0757  ___________________________________________________________________
 ES0757  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ES0757  DYNAMIC HT  -         865.264 (meters)    2838.79  (feet)  COMP
 ES0757  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 ES0757  OBS GRAVITY -     979,331.8   (mgal)                       GRAV_OBS
 ES0757
 ES0757  VERT ORDER  -  FIRST     CLASS II
 ES0757
 ES0757.The horizontal coordinates were scaled from a topographic map and have
 ES0757.an estimated accuracy of +/- 6 seconds.
 ES0757
 ES0757.The orthometric height was determined by differential leveling
 ES0757.and adjusted by the National Geodetic Survey in June 1991..
 ES0757
 ES0757.The geoid height was determined by GEOID03.
 ES0757
 ES0757.The dynamic height is computed by dividing the NAVD 88
 ES0757.geopotential number by the normal gravity value computed on the
 ES0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0757.degrees latitude (g = 980.6199 gals.).
 ES0757
 ES0757.The modeled gravity was interpolated from observed gravity values.
 ES0757.The observed gravity was obtained from relative gravimeter ties
 ES0757.to the IGSN71 gravity network.
 ES0757
 ES0757;                    North         East    Units  Estimated Accuracy
 ES0757;SPC AZ E     -   339,410.      107,200.      MT  (+/- 180 meters Scaled)
 ES0757
 ES0757                          SUPERSEDED SURVEY CONTROL
 ES0757
 ES0757.No superseded survey control is available for this station.
 ES0757
 ES0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC707683(NAD 83)
 ES0757_MARKER: I = METAL ROD
 ES0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0757_SP_SET: STAINLESS STEEL ROD
 ES0757_STAMPING: E 497 1982
 ES0757_MARK LOGO: NGS   
 ES0757_PROJECTION: FLUSH
 ES0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0757_ROD/PIPE-DEPTH: 11.6 meters
 ES0757
 ES0757  HISTORY     - Date     Condition        Report By
 ES0757  HISTORY     - 1982     MONUMENTED       NGS
 ES0757
 ES0757                          STATION DESCRIPTION
 ES0757
 ES0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0757'24.8 KM (15.4 MI) SOUTH FROM PAYSON.
 ES0757'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0757'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0757'GISELA, THENCE 5.0 KM (3.1 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN THE
 ES0757'SOUTH CORNER OF A T JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO A
 ES0757'LARGE GRAVEL STOCKPILE, AT THE INSIDE ONE OF TWO FENCE LINES AND AT A
 ES0757'WIRE GATE IN THE NORTH CORNER OF A PLOWED FIELD, 19.8 METERS (65 FT)
 ES0757'SOUTHWEST OF THE MAIN ROAD CENTERLINE, 16.8 METERS (55 FT) SOUTHEAST
 ES0757'OF THE GRAVEL ROAD CENTER, 8.5 METERS (28 FT) SOUTHEAST OF THE NORTH
 ES0757'CORNER POST FOR THE INSIDE FENCE LINE, 8.0 METERS (26 FT) SOUTHWEST OF
 ES0757'THE OUTSIDE FENCE LINE, 0.3 METER (1 FT) NORTHEAST OF THE INSIDE FENCE
 ES0757'LINE.
 ES0757'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 ES0757'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1628 ***********************************************************************
 DU1628  DESIGNATION -  E 498
 DU1628  PID         -  DU1628
 DU1628  STATE/COUNTY-  AZ/GILA
 DU1628  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1628
 DU1628                         *CURRENT SURVEY CONTROL
 DU1628  ___________________________________________________________________
 DU1628* NAD 83(1986)-  33 44 37.     (N)    111 13 35.     (W)     SCALED    
 DU1628* NAVD 88     -       662.418  (meters)    2173.28   (feet)  ADJUSTED  
 DU1628  ___________________________________________________________________
 DU1628  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DU1628  DYNAMIC HT  -         661.568 (meters)    2170.49  (feet)  COMP
 DU1628  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 DU1628
 DU1628  VERT ORDER  -  FIRST     CLASS II
 DU1628
 DU1628.The horizontal coordinates were scaled from a topographic map and have
 DU1628.an estimated accuracy of +/- 6 seconds.
 DU1628
 DU1628.The orthometric height was determined by differential leveling
 DU1628.and adjusted by the National Geodetic Survey in June 1991..
 DU1628
 DU1628.The geoid height was determined by GEOID03.
 DU1628
 DU1628.The dynamic height is computed by dividing the NAVD 88
 DU1628.geopotential number by the normal gravity value computed on the
 DU1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1628.degrees latitude (g = 980.6199 gals.).
 DU1628
 DU1628.The modeled gravity was interpolated from observed gravity values.
 DU1628
 DU1628;                    North         East    Units  Estimated Accuracy
 DU1628;SPC AZ E     -   304,720.      115,170.      MT  (+/- 180 meters Scaled)
 DU1628
 DU1628                          SUPERSEDED SURVEY CONTROL
 DU1628
 DU1628.No superseded survey control is available for this station.
 DU1628
 DU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC790337(NAD 83)
 DU1628_MARKER: I = METAL ROD
 DU1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1628_SP_SET: STAINLESS STEEL ROD
 DU1628_STAMPING: E 498 1983
 DU1628_MARK LOGO: NGS   
 DU1628_PROJECTION: FLUSH
 DU1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1628_ROD/PIPE-DEPTH: 15.8 meters
 DU1628
 DU1628  HISTORY     - Date     Condition        Report By
 DU1628  HISTORY     - 1983     MONUMENTED       NGS
 DU1628
 DU1628                          STATION DESCRIPTION
 DU1628
 DU1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1628'15.3 KM (9.5 MI) NW FROM ROOSEVELT DAM.
 DU1628'15.3 KM (9.5 MI) NORTHWEST ALONG STATE 188 FROM THE CENTER OF
 DU1628'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A DIRT ROAD
 DU1628'LEADING NORTHEAST TO HORSE PASTURE RECREATION AREA AND WILDLIFE
 DU1628'REFUGE, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 251, 19.2 METERS (63 FT)
 DU1628'NORTHEAST OF THE HIGHWAY CENTERLINE, 67.0 METERS (220 FT) SOUTHEAST OF
 DU1628'THE EXTENDED CENTER OF THREE BAR ROAD, 10.4 METERS (34 FT) SOUTHEAST
 DU1628'OF THE DIRT ROAD CENTER, 10.1 METERS (33 FT) SOUTH OF THE SOUTHEAST
 DU1628'METAL GATE POST ACROSS THE DIRT ROAD.
 DU1628'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1628'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0201 ***********************************************************************
 GQ0201  DESIGNATION -  E 499
 GQ0201  PID         -  GQ0201
 GQ0201  STATE/COUNTY-  AZ/MOHAVE
 GQ0201  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0201
 GQ0201                         *CURRENT SURVEY CONTROL
 GQ0201  ___________________________________________________________________
 GQ0201* NAD 83(1986)-  36 55 48.     (N)    113 55 28.     (W)     SCALED    
 GQ0201* NAVD 88     -       635.191  (meters)    2083.96   (feet)  ADJUSTED  
 GQ0201  ___________________________________________________________________
 GQ0201  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 GQ0201  DYNAMIC HT  -         634.546 (meters)    2081.84  (feet)  COMP
 GQ0201  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 GQ0201  OBS GRAVITY -     979,597.1   (mgal)                       GRAV_OBS
 GQ0201
 GQ0201  VERT ORDER  -  FIRST     CLASS II
 GQ0201
 GQ0201.The horizontal coordinates were scaled from a topographic map and have
 GQ0201.an estimated accuracy of +/- 6 seconds.
 GQ0201
 GQ0201.The orthometric height was determined by differential leveling
 GQ0201.and adjusted by the National Geodetic Survey in June 1991..
 GQ0201
 GQ0201.The geoid height was determined by GEOID03.
 GQ0201
 GQ0201.The dynamic height is computed by dividing the NAVD 88
 GQ0201.geopotential number by the normal gravity value computed on the
 GQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0201.degrees latitude (g = 980.6199 gals.).
 GQ0201
 GQ0201.The modeled gravity was interpolated from observed gravity values.
 GQ0201.The observed gravity was obtained from relative gravimeter ties
 GQ0201.to the IGSN71 gravity network.
 GQ0201
 GQ0201;                    North         East    Units  Estimated Accuracy
 GQ0201;SPC AZ W     -   657,740.      197,820.      MT  (+/- 180 meters Scaled)
 GQ0201
 GQ0201                          SUPERSEDED SURVEY CONTROL
 GQ0201
 GQ0201.No superseded survey control is available for this station.
 GQ0201
 GQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF395911(NAD 83)
 GQ0201_MARKER: I = METAL ROD
 GQ0201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0201_SP_SET: STAINLESS STEEL ROD
 GQ0201_STAMPING: E 499 1982
 GQ0201_MARK LOGO: NGS   
 GQ0201_PROJECTION: FLUSH
 GQ0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0201_ROD/PIPE-DEPTH: 4.2  meters
 GQ0201
 GQ0201  HISTORY     - Date     Condition        Report By
 GQ0201  HISTORY     - 1982     MONUMENTED       NGS
 GQ0201
 GQ0201                          STATION DESCRIPTION
 GQ0201
 GQ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0201'21.3 KM (13.3 MI) NE FROM MESQUITE NV.
 GQ0201'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0201'MESQUITE, THENCE 20.8 KM (13.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0201'AT A TRACK ROAD LEADING EAST, 0.1 KM (0.05 MI) SOUTH OF A POWER LINE
 GQ0201'CROSSING THE HIGHWAY, 21.3 METERS (70 FT) EAST OF THE HIGHWAY
 GQ0201'CENTERLINE, 9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF THE ROAD, 6.7
 GQ0201'METERS (22 FT) SOUTH OF THE SOUTH GATE POST, 0.3 METER (1.0 FT) WEST
 GQ0201'OF THE RIGHT OF WAY FENCE.
 GQ0201'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GQ0201'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0146 ***********************************************************************
 GP0146  DESIGNATION -  E 50
 GP0146  PID         -  GP0146
 GP0146  STATE/COUNTY-  AZ/COCONINO
 GP0146  USGS QUAD   -  TUBA CITY NE (1969)
 GP0146
 GP0146                         *CURRENT SURVEY CONTROL
 GP0146  ___________________________________________________________________
 GP0146* NAD 83(1986)-  36 10 37.     (N)    111 04 50.     (W)     SCALED    
 GP0146* NAVD 88     -      1587.822  (meters)    5209.38   (feet)  ADJUSTED  
 GP0146  ___________________________________________________________________
 GP0146  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GP0146  DYNAMIC HT  -        1585.820 (meters)    5202.81  (feet)  COMP
 GP0146  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 GP0146
 GP0146  VERT ORDER  -  FIRST     CLASS II
 GP0146
 GP0146.The horizontal coordinates were scaled from a topographic map and have
 GP0146.an estimated accuracy of +/- 6 seconds.
 GP0146
 GP0146.The orthometric height was determined by differential leveling
 GP0146.and adjusted by the National Geodetic Survey in June 1991..
 GP0146
 GP0146.The geoid height was determined by GEOID03.
 GP0146
 GP0146.The dynamic height is computed by dividing the NAVD 88
 GP0146.geopotential number by the normal gravity value computed on the
 GP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0146.degrees latitude (g = 980.6199 gals.).
 GP0146
 GP0146.The modeled gravity was interpolated from observed gravity values.
 GP0146
 GP0146;                    North         East    Units  Estimated Accuracy
 GP0146;SPC AZ C     -   574,470.      288,570.      MT  (+/- 180 meters Scaled)
 GP0146
 GP0146                          SUPERSEDED SURVEY CONTROL
 GP0146
 GP0146  NGVD 29 (??/??/92) 1586.887  (m)         5206.31   (f) ADJ UNCH    1 2
 GP0146
 GP0146.Superseded values are not recommended for survey control.
 GP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0146.See file dsdata.txt to determine how the superseded data were derived.
 GP0146
 GP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF927035(NAD 83)
 GP0146_MARKER: DB = BENCH MARK DISK
 GP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0146_STAMPING: E 50 1934
 GP0146_MARK LOGO: CGS   
 GP0146_PROJECTION: PROJECTING 25 CENTIMETERS
 GP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0146+STABILITY: SURFACE MOTION
 GP0146
 GP0146  HISTORY     - Date     Condition        Report By
 GP0146  HISTORY     - 1934     MONUMENTED       CGS
 GP0146  HISTORY     - 1983     GOOD             NGS
 GP0146
 GP0146                          STATION DESCRIPTION
 GP0146
 GP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0146'10.2 MI NE FROM TUBA CITY.
 GP0146'10.2 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0146'COCONINO COUNTY, AT THE JUNCTION OF THE LOWER AND UPPER RED LAKE
 GP0146'ROADS, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE UPPER ROAD, 17 FEET
 GP0146'NORTHWEST OF THE CENTERLINE OF THE LOWER ROAD, AND IN LINE WITH A ROW
 GP0146'OF POLES.  A STANDARD DISK, STAMPED E 50 1934 AND SET IN THE TOP OF A
 GP0146'CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND
 GP0146'STATE HIGHWAY 264.  9.0 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164. 75
 GP0146'FT. NORTHWEST OF CENTERLINE OF HIGHWAY.  PROJECTING 1.0 FT.
 GP0146
 GP0146                          STATION RECOVERY (1983)
 GP0146
 GP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0146'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.9 KM
 GP0146'(9.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0146'STATE HIGHWAY 264 IN TUBA CITY, 96.3 METERS (316.0 FT) NORTHEAST OF
 GP0146'MILEPOST 331, 36.9 METERS (121.1 FT) SOUTHEAST OF A FENCE AND
 GP0146'24.2 METERS (79.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GP0146'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0146'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0798 ***********************************************************************
 ES0798  DESIGNATION -  E 501
 ES0798  PID         -  ES0798
 ES0798  STATE/COUNTY-  AZ/NAVAJO
 ES0798  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0798
 ES0798                         *CURRENT SURVEY CONTROL
 ES0798  ___________________________________________________________________
 ES0798* NAD 83(1986)-  34 41 26.     (N)    110 06 23.     (W)     SCALED    
 ES0798* NAVD 88     -      1709.925  (meters)    5609.98   (feet)  ADJUSTED  
 ES0798  ___________________________________________________________________
 ES0798  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0798  DYNAMIC HT  -        1707.522 (meters)    5602.10  (feet)  COMP
 ES0798  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 ES0798
 ES0798  VERT ORDER  -  FIRST     CLASS II
 ES0798
 ES0798.The horizontal coordinates were scaled from a topographic map and have
 ES0798.an estimated accuracy of +/- 6 seconds.
 ES0798
 ES0798.The orthometric height was determined by differential leveling
 ES0798.and adjusted by the National Geodetic Survey in June 1991..
 ES0798
 ES0798.The geoid height was determined by GEOID03.
 ES0798
 ES0798.The dynamic height is computed by dividing the NAVD 88
 ES0798.geopotential number by the normal gravity value computed on the
 ES0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0798.degrees latitude (g = 980.6199 gals.).
 ES0798
 ES0798.The modeled gravity was interpolated from observed gravity values.
 ES0798
 ES0798;                    North         East    Units  Estimated Accuracy
 ES0798;SPC AZ E     -   409,250.      218,880.      MT  (+/- 180 meters Scaled)
 ES0798
 ES0798                          SUPERSEDED SURVEY CONTROL
 ES0798
 ES0798.No superseded survey control is available for this station.
 ES0798
 ES0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD818390(NAD 83)
 ES0798_MARKER: DB = BENCH MARK DISK
 ES0798_SETTING: 66 = SET IN ROCK OUTCROP
 ES0798_SP_SET: ROCK OUTCROP
 ES0798_STAMPING: E 501 1983
 ES0798_MARK LOGO: NGS   
 ES0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0798+STABILITY: POSITION/ELEVATION WELL
 ES0798
 ES0798  HISTORY     - Date     Condition        Report By
 ES0798  HISTORY     - 1983     MONUMENTED       NGS
 ES0798
 ES0798                          STATION DESCRIPTION
 ES0798
 ES0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0798'24.4 KM (15.15 MI) SOUT FROM HOLBROOK.
 ES0798'24.4 KM (15.15 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0798'WITH HOPI DRIVE IN HOLBROOK, IN THE CENTER OF THE SOUTHERN 1/2 OF AN
 ES0798'EXPOSED AREA OF BEDROCK ON TOP OF A HIGHWAY CUT, 19.1 METERS (62.7 FT)
 ES0798'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 METERS (36.7 FT) EAST OF A
 ES0798'FENCE AND 10.0 METERS (32.8 FT) NORTH OF THE SOUTH END OF THE CUT.
 ES0798'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0798'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0823 ***********************************************************************
 ES0823  DESIGNATION -  E 502
 ES0823  PID         -  ES0823
 ES0823  STATE/COUNTY-  AZ/NAVAJO
 ES0823  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0823
 ES0823                         *CURRENT SURVEY CONTROL
 ES0823  ___________________________________________________________________
 ES0823* NAD 83(1986)-  34 20 28.     (N)    110 03 03.     (W)     SCALED    
 ES0823* NAVD 88     -      1912.554  (meters)    6274.77   (feet)  ADJUSTED  
 ES0823  ___________________________________________________________________
 ES0823  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0823  DYNAMIC HT  -        1909.733 (meters)    6265.52  (feet)  COMP
 ES0823  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 ES0823
 ES0823  VERT ORDER  -  FIRST     CLASS II
 ES0823
 ES0823.The horizontal coordinates were scaled from a topographic map and have
 ES0823.an estimated accuracy of +/- 6 seconds.
 ES0823
 ES0823.The orthometric height was determined by differential leveling
 ES0823.and adjusted by the National Geodetic Survey in June 1991..
 ES0823
 ES0823.The geoid height was determined by GEOID03.
 ES0823
 ES0823.The dynamic height is computed by dividing the NAVD 88
 ES0823.geopotential number by the normal gravity value computed on the
 ES0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0823.degrees latitude (g = 980.6199 gals.).
 ES0823
 ES0823.The modeled gravity was interpolated from observed gravity values.
 ES0823
 ES0823;                    North         East    Units  Estimated Accuracy
 ES0823;SPC AZ E     -   370,490.      224,020.      MT  (+/- 180 meters Scaled)
 ES0823
 ES0823                          SUPERSEDED SURVEY CONTROL
 ES0823
 ES0823.No superseded survey control is available for this station.
 ES0823
 ES0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD873003(NAD 83)
 ES0823_MARKER: DB = BENCH MARK DISK
 ES0823_SETTING: 66 = SET IN ROCK OUTCROP
 ES0823_SP_SET: ROCK OUTCROP
 ES0823_STAMPING: E 502 1983
 ES0823_MARK LOGO: NGS   
 ES0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0823+STABILITY: POSITION/ELEVATION WELL
 ES0823
 ES0823  HISTORY     - Date     Condition        Report By
 ES0823  HISTORY     - 1983     MONUMENTED       NGS
 ES0823  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES0823
 ES0823                          STATION DESCRIPTION
 ES0823
 ES0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0823'10.7 KM (6.65 MI) NORTH FROM SHOW LOW.
 ES0823'10.7 KM (6.65 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0823'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.6 KM (0.35 MI) NORTH OF MILEPOST
 ES0823'348, NEAR THE SOUTH END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY
 ES0823'CUT, 36.0 METERS (118.1 FT) NORTH OF THE SOUTH END OF THE CUT, 23.8
 ES0823'METERS (78.1 FT) WEST OF A FENCE AND 6.8 METERS (23.3 FT) EAST OF THE
 ES0823'CENTERLINE OF THE HIGHWAY.
 ES0823'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0823'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0823
 ES0823                          STATION RECOVERY (2004)
 ES0823
 ES0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0385 ***********************************************************************
 FP0385  DESIGNATION -  E 503
 FP0385  PID         -  FP0385
 FP0385  STATE/COUNTY-  AZ/APACHE
 FP0385  USGS QUAD   -  HOUCK (1971)
 FP0385
 FP0385                         *CURRENT SURVEY CONTROL
 FP0385  ___________________________________________________________________
 FP0385* NAD 83(1986)-  35 17 19.     (N)    109 09 28.     (W)     SCALED    
 FP0385* NAVD 88     -      1865.057  (meters)    6118.94   (feet)  ADJUSTED  
 FP0385  ___________________________________________________________________
 FP0385  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 FP0385  DYNAMIC HT  -        1862.438 (meters)    6110.35  (feet)  COMP
 FP0385  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 FP0385
 FP0385  VERT ORDER  -  FIRST     CLASS II
 FP0385
 FP0385.The horizontal coordinates were scaled from a topographic map and have
 FP0385.an estimated accuracy of +/- 6 seconds.
 FP0385
 FP0385.The orthometric height was determined by differential leveling
 FP0385.and adjusted by the National Geodetic Survey in June 1991..
 FP0385
 FP0385.The geoid height was determined by GEOID03.
 FP0385
 FP0385.The dynamic height is computed by dividing the NAVD 88
 FP0385.geopotential number by the normal gravity value computed on the
 FP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0385.degrees latitude (g = 980.6199 gals.).
 FP0385
 FP0385.The modeled gravity was interpolated from observed gravity values.
 FP0385
 FP0385;                    North         East    Units  Estimated Accuracy
 FP0385;SPC AZ E     -   476,060.      305,130.      MT  (+/- 180 meters Scaled)
 FP0385
 FP0385                          SUPERSEDED SURVEY CONTROL
 FP0385
 FP0385.No superseded survey control is available for this station.
 FP0385
 FP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE675066(NAD 83)
 FP0385_MARKER: DB = BENCH MARK DISK
 FP0385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0385_SP_SET: PIER
 FP0385_STAMPING: E 503 1983
 FP0385_MARK LOGO: NGS   
 FP0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0385+STABILITY: POSITION/ELEVATION WELL
 FP0385
 FP0385  HISTORY     - Date     Condition        Report By
 FP0385  HISTORY     - 1983     MONUMENTED       NGS
 FP0385
 FP0385                          STATION DESCRIPTION
 FP0385
 FP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0385'28.8 KM (17.9 MI) NE FROM CHAMBERS.
 FP0385'28.8 KM (17.9 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0385'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0385'VERTICALLY IN THE SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 4
 FP0385'PIERS OF THE ALLENTOWN ROAD OVERPASS OF THE HIGHWAY AND 7.4 METERS
 FP0385'(24.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0385'THE HIGHWAY.
 FP0385'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0783 ***********************************************************************
 ES0783  DESIGNATION -  E 504
 ES0783  PID         -  ES0783
 ES0783  STATE/COUNTY-  AZ/NAVAJO
 ES0783  USGS QUAD   -  JOSEPH CITY (1986)
 ES0783
 ES0783                         *CURRENT SURVEY CONTROL
 ES0783  ___________________________________________________________________
 ES0783* NAD 83(1986)-  34 57 34.     (N)    110 22 06.     (W)     SCALED    
 ES0783* NAVD 88     -      1514.774  (meters)    4969.72   (feet)  ADJUSTED  
 ES0783  ___________________________________________________________________
 ES0783  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0783  DYNAMIC HT  -        1512.742 (meters)    4963.05  (feet)  COMP
 ES0783  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 ES0783
 ES0783  VERT ORDER  -  FIRST     CLASS II
 ES0783
 ES0783.The horizontal coordinates were scaled from a topographic map and have
 ES0783.an estimated accuracy of +/- 6 seconds.
 ES0783
 ES0783.The orthometric height was determined by differential leveling
 ES0783.and adjusted by the National Geodetic Survey in June 1991..
 ES0783
 ES0783.The geoid height was determined by GEOID03.
 ES0783
 ES0783.The dynamic height is computed by dividing the NAVD 88
 ES0783.geopotential number by the normal gravity value computed on the
 ES0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0783.degrees latitude (g = 980.6199 gals.).
 ES0783
 ES0783.The modeled gravity was interpolated from observed gravity values.
 ES0783
 ES0783;                    North         East    Units  Estimated Accuracy
 ES0783;SPC AZ E     -   439,090.      194,940.      MT  (+/- 180 meters Scaled)
 ES0783
 ES0783                          SUPERSEDED SURVEY CONTROL
 ES0783
 ES0783.No superseded survey control is available for this station.
 ES0783
 ES0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD576687(NAD 83)
 ES0783_MARKER: I = METAL ROD
 ES0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0783_SP_SET: STAINLESS STEEL ROD
 ES0783_STAMPING: E 504 1983
 ES0783_MARK LOGO: NGS   
 ES0783_PROJECTION: FLUSH
 ES0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0783+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 ES0783_ROD/PIPE-DEPTH: 24.4 meters
 ES0783
 ES0783  HISTORY     - Date     Condition        Report By
 ES0783  HISTORY     - 1983     MONUMENTED       NGS
 ES0783  HISTORY     - 20050525 GOOD             NGS
 ES0783
 ES0783                          STATION DESCRIPTION
 ES0783
 ES0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0783'3.4 KM (2.1 MI) WEST FROM JOSEPH CITY.
 ES0783'3.4 KM (2.1 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0783'40 FROM THE POST OFFICE IN JOSEPH CITY, 44.2 METERS (145.0 FT) SOUTH
 ES0783'OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 40,
 ES0783'14.2 METERS (46.6 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66 AND
 ES0783'5.8 METERS (19.0 FT) WEST OF THE CENTER OF A PAVED FIELD ENTRANCE.
 ES0783'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0783'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 ES0783'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ES0783
 ES0783                          STATION RECOVERY (2005)
 ES0783
 ES0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0783'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40, ALTHOUGH THE SECTION
 ES0783'OF ROAD NEXT TO MARK IS A REALIGNMENT FROM ORIGINAL US 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0480 ***********************************************************************
 GP0480  DESIGNATION -  E 505
 GP0480  PID         -  GP0480
 GP0480  STATE/COUNTY-  AZ/COCONINO
 GP0480  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0480
 GP0480                         *CURRENT SURVEY CONTROL
 GP0480  ___________________________________________________________________
 GP0480* NAD 83(1986)-  36 09 31.     (N)    111 23 03.     (W)     SCALED    
 GP0480* NAVD 88     -      1449.911  (meters)    4756.92   (feet)  ADJUSTED  
 GP0480  ___________________________________________________________________
 GP0480  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0480  DYNAMIC HT  -        1448.131 (meters)    4751.08  (feet)  COMP
 GP0480  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 GP0480
 GP0480  VERT ORDER  -  FIRST     CLASS II
 GP0480
 GP0480.The horizontal coordinates were scaled from a topographic map and have
 GP0480.an estimated accuracy of +/- 6 seconds.
 GP0480
 GP0480.The orthometric height was determined by differential leveling
 GP0480.and adjusted by the National Geodetic Survey in June 1991..
 GP0480
 GP0480.The geoid height was determined by GEOID03.
 GP0480
 GP0480.The dynamic height is computed by dividing the NAVD 88
 GP0480.geopotential number by the normal gravity value computed on the
 GP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0480.degrees latitude (g = 980.6199 gals.).
 GP0480
 GP0480.The modeled gravity was interpolated from observed gravity values.
 GP0480
 GP0480;                    North         East    Units  Estimated Accuracy
 GP0480;SPC AZ C     -   572,240.      261,270.      MT  (+/- 180 meters Scaled)
 GP0480
 GP0480                          SUPERSEDED SURVEY CONTROL
 GP0480
 GP0480.No superseded survey control is available for this station.
 GP0480
 GP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF654016(NAD 83)
 GP0480_MARKER: I = METAL ROD
 GP0480_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0480+WITH SETTING: INFORMATION.
 GP0480_SP_SET: SHALLOW SET METAL ROD
 GP0480_STAMPING: E 505 1983
 GP0480_MARK LOGO: NGS   
 GP0480_PROJECTION: FLUSH
 GP0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0480_ROD/PIPE-DEPTH: 1.2  meters
 GP0480
 GP0480  HISTORY     - Date     Condition        Report By
 GP0480  HISTORY     - 1983     MONUMENTED       NGS
 GP0480
 GP0480                          STATION DESCRIPTION
 GP0480
 GP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0480'19.1 KM (11.85 MI) SW FROM TUBA CITY.
 GP0480'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0480'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 10.5 KM (6.5 MI)
 GP0480'NORTHWESTERLY ALONG COUNTY ROAD 23, 1.9 KM (1.2 MI) SOUTHEAST OF THE
 GP0480'INTERSECTION OF U.S. HIGHWAY 89, AND 12.5 METERS (41.0 FT) SOUTHWEST
 GP0480'OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.
 GP0480'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0480'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0480'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0457 ***********************************************************************
 GP0457  DESIGNATION -  E 506
 GP0457  PID         -  GP0457
 GP0457  STATE/COUNTY-  AZ/COCONINO
 GP0457  USGS QUAD   -  TUBA CITY NE (1969)
 GP0457
 GP0457                         *CURRENT SURVEY CONTROL
 GP0457  ___________________________________________________________________
 GP0457* NAD 83(1986)-  36 12 13.     (N)    111 03 20.     (W)     SCALED    
 GP0457* NAVD 88     -      1625.821  (meters)    5334.05   (feet)  ADJUSTED  
 GP0457  ___________________________________________________________________
 GP0457  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0457  DYNAMIC HT  -        1623.774 (meters)    5327.33  (feet)  COMP
 GP0457  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 GP0457
 GP0457  VERT ORDER  -  FIRST     CLASS II
 GP0457
 GP0457.The horizontal coordinates were scaled from a topographic map and have
 GP0457.an estimated accuracy of +/- 6 seconds.
 GP0457
 GP0457.The orthometric height was determined by differential leveling
 GP0457.and adjusted by the National Geodetic Survey in June 1991..
 GP0457
 GP0457.The geoid height was determined by GEOID03.
 GP0457
 GP0457.The dynamic height is computed by dividing the NAVD 88
 GP0457.geopotential number by the normal gravity value computed on the
 GP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0457.degrees latitude (g = 980.6199 gals.).
 GP0457
 GP0457.The modeled gravity was interpolated from observed gravity values.
 GP0457
 GP0457;                    North         East    Units  Estimated Accuracy
 GP0457;SPC AZ C     -   577,450.      290,790.      MT  (+/- 180 meters Scaled)
 GP0457
 GP0457                          SUPERSEDED SURVEY CONTROL
 GP0457
 GP0457.No superseded survey control is available for this station.
 GP0457
 GP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF950065(NAD 83)
 GP0457_MARKER: I = METAL ROD
 GP0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0457_SP_SET: STAINLESS STEEL ROD
 GP0457_STAMPING: E 506 1983
 GP0457_MARK LOGO: NGS   
 GP0457_PROJECTION: FLUSH
 GP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0457_ROD/PIPE-DEPTH: 3.4  meters
 GP0457
 GP0457  HISTORY     - Date     Condition        Report By
 GP0457  HISTORY     - 1983     MONUMENTED       NGS
 GP0457
 GP0457                          STATION DESCRIPTION
 GP0457
 GP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0457'18.7 KM (11.6 MI) NE FROM TUBA CITY.
 GP0457'18.7 KM (11.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0457'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0457'NORTHEAST OF MILEPOST 333, AND 30.8 METERS (101.0 FT) SOUTHEAST OF THE
 GP0457'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 GP0457'A 5-INCH LOGO CAP.
 GP0457'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0457'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0392 ***********************************************************************
 GP0392  DESIGNATION -  E 507
 GP0392  PID         -  GP0392
 GP0392  STATE/COUNTY-  AZ/NAVAJO
 GP0392  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0392
 GP0392                         *CURRENT SURVEY CONTROL
 GP0392  ___________________________________________________________________
 GP0392* NAD 83(1986)-  36 52 17.     (N)    110 15 31.     (W)     SCALED    
 GP0392* NAVD 88     -      1612.352  (meters)    5289.86   (feet)  ADJUSTED  
 GP0392  ___________________________________________________________________
 GP0392  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GP0392  DYNAMIC HT  -        1610.466 (meters)    5283.67  (feet)  COMP
 GP0392  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 GP0392
 GP0392  VERT ORDER  -  FIRST     CLASS II
 GP0392
 GP0392.The horizontal coordinates were scaled from a topographic map and have
 GP0392.an estimated accuracy of +/- 6 seconds.
 GP0392
 GP0392.The orthometric height was determined by differential leveling
 GP0392.and adjusted by the National Geodetic Survey in June 1991..
 GP0392
 GP0392.The geoid height was determined by GEOID03.
 GP0392
 GP0392.The dynamic height is computed by dividing the NAVD 88
 GP0392.geopotential number by the normal gravity value computed on the
 GP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0392.degrees latitude (g = 980.6199 gals.).
 GP0392
 GP0392.The modeled gravity was interpolated from observed gravity values.
 GP0392
 GP0392;                    North         East    Units  Estimated Accuracy
 GP0392;SPC AZ E     -   651,200.      205,160.      MT  (+/- 180 meters Scaled)
 GP0392
 GP0392                          SUPERSEDED SURVEY CONTROL
 GP0392
 GP0392.No superseded survey control is available for this station.
 GP0392
 GP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF660808(NAD 83)
 GP0392_MARKER: I = METAL ROD
 GP0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0392_SP_SET: STAINLESS STEEL ROD
 GP0392_STAMPING: E 507 1983
 GP0392_MARK LOGO: NGS   
 GP0392_PROJECTION: FLUSH
 GP0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0392_ROD/PIPE-DEPTH: 3.7  meters
 GP0392
 GP0392  HISTORY     - Date     Condition        Report By
 GP0392  HISTORY     - 1983     MONUMENTED       NGS
 GP0392
 GP0392                          STATION DESCRIPTION
 GP0392
 GP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0392'21.3 KM (13.25 MI) NORT FROM KAYENTA.
 GP0392'21.3 KM (13.25 NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0392'U.S. HIGHWAY 160 IN KAYENTA, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 407,
 GP0392'22.9 METERS (75.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0392'11.8 METERS (38.7 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST.
 GP0392'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0392'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GP0392'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0376 ***********************************************************************
 GP0376  DESIGNATION -  E 508
 GP0376  PID         -  GP0376
 GP0376  STATE/COUNTY-  AZ/COCONINO
 GP0376  USGS QUAD   -  THE GAP (1981)
 GP0376
 GP0376                         *CURRENT SURVEY CONTROL
 GP0376  ___________________________________________________________________
 GP0376* NAD 83(1986)-  36 19 27.     (N)    111 28 57.     (W)     SCALED    
 GP0376* NAVD 88     -      1655.999  (meters)    5433.06   (feet)  ADJUSTED  
 GP0376  ___________________________________________________________________
 GP0376  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0376  DYNAMIC HT  -        1653.920 (meters)    5426.24  (feet)  COMP
 GP0376  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 GP0376
 GP0376  VERT ORDER  -  FIRST     CLASS II
 GP0376
 GP0376.The horizontal coordinates were scaled from a topographic map and have
 GP0376.an estimated accuracy of +/- 6 seconds.
 GP0376
 GP0376.The orthometric height was determined by differential leveling
 GP0376.and adjusted by the National Geodetic Survey in June 1991..
 GP0376
 GP0376.The geoid height was determined by GEOID03.
 GP0376
 GP0376.The dynamic height is computed by dividing the NAVD 88
 GP0376.geopotential number by the normal gravity value computed on the
 GP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0376.degrees latitude (g = 980.6199 gals.).
 GP0376
 GP0376.The modeled gravity was interpolated from observed gravity values.
 GP0376
 GP0376;                    North         East    Units  Estimated Accuracy
 GP0376;SPC AZ C     -   590,570.      252,340.      MT  (+/- 180 meters Scaled)
 GP0376
 GP0376                          SUPERSEDED SURVEY CONTROL
 GP0376
 GP0376.No superseded survey control is available for this station.
 GP0376
 GP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF566200(NAD 83)
 GP0376_MARKER: DB = BENCH MARK DISK
 GP0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0376_SP_SET: HEADWALL
 GP0376_STAMPING: E 508 1983
 GP0376_MARK LOGO: NGS   
 GP0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0376+STABILITY: POSITION/ELEVATION WELL
 GP0376
 GP0376  HISTORY     - Date     Condition        Report By
 GP0376  HISTORY     - 1983     MONUMENTED       NGS
 GP0376  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 GP0376
 GP0376                          STATION DESCRIPTION
 GP0376
 GP0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0376'3.1 KM (1.9 MI) NW FROM THE GAP.
 GP0376'3.1 KM (1.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0376'AT THE GAP, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 GP0376'SITTING ON BEDROCK FOR A DOUBLE CHANNEL BRIDGE OVER A DRY WASH,
 GP0376'62.5 METERS (205 FT) SOUTHEAST OF MILEPOST 500, 11.1 METERS (36.5 FT)
 GP0376'SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0376'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 GP0376
 GP0376                          STATION RECOVERY (1993)
 GP0376
 GP0376'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0265 ***********************************************************************
 GP0265  DESIGNATION -  E 51
 GP0265  PID         -  GP0265
 GP0265  STATE/COUNTY-  AZ/COCONINO
 GP0265  USGS QUAD   -  EMMETT WASH (1985)
 GP0265
 GP0265                         *CURRENT SURVEY CONTROL
 GP0265  ___________________________________________________________________
 GP0265* NAD 83(1986)-  36 41 02.     (N)    111 50 32.     (W)     SCALED    
 GP0265* NAVD 88     -      1455.164  (meters)    4774.15   (feet)  POSTED    
 GP0265  ___________________________________________________________________
 GP0265  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GP0265  DYNAMIC HT  -        1453.450 (meters)    4768.53  (feet)  COMP
 GP0265  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 GP0265
 GP0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0265
 GP0265.The horizontal coordinates were scaled from a topographic map and have
 GP0265.an estimated accuracy of +/- 6 seconds.
 GP0265
 GP0265.The orthometric height was determined by differential leveling
 GP0265.and adjusted by the National Geodetic Survey in 1992..
 GP0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0265.rate of 0.0 thru 1.0 mm/km.
 GP0265
 GP0265.The geoid height was determined by GEOID03.
 GP0265
 GP0265.The dynamic height is computed by dividing the NAVD 88
 GP0265.geopotential number by the normal gravity value computed on the
 GP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0265.degrees latitude (g = 980.6199 gals.).
 GP0265
 GP0265.The modeled gravity was interpolated from observed gravity values.
 GP0265
 GP0265;                    North         East    Units  Estimated Accuracy
 GP0265;SPC AZ C     -   630,400.      220,010.      MT  (+/- 180 meters Scaled)
 GP0265
 GP0265                          SUPERSEDED SURVEY CONTROL
 GP0265
 GP0265  NGVD 29 (??/??/92) 1454.223  (m)         4771.06   (f) ADJ UNCH    1 2
 GP0265
 GP0265.Superseded values are not recommended for survey control.
 GP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0265.See file dsdata.txt to determine how the superseded data were derived.
 GP0265
 GP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF247601(NAD 83)
 GP0265_MARKER: DB = BENCH MARK DISK
 GP0265_SETTING: 66 = SET IN ROCK OUTCROP
 GP0265_SP_SET: SANDSTONE OUTCROP
 GP0265_STAMPING: E 51 1934
 GP0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0265+STABILITY: POSITION/ELEVATION WELL
 GP0265
 GP0265  HISTORY     - Date     Condition        Report By
 GP0265  HISTORY     - 1934     MONUMENTED       CGS
 GP0265  HISTORY     - 1954     MARK NOT FOUND   NGS
 GP0265
 GP0265                          STATION DESCRIPTION
 GP0265
 GP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0265'15.5 MI SW FROM MARBLE CANYON.
 GP0265'15.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0265'MARBLE CANYON, COCONINO COUNTY, 70 YARDS NORTHEAST OF TWO LARGE
 GP0265'CONCRETE PLATFORMS NEARLY FLUSH WITH THE GROUND, 40 FEET WEST OF THE
 GP0265'END OF A SMALL CUT, 64 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 GP0265'THE TOP OF A GRAY SANDSTONE OUTCROP, AND ABOUT 3 FEET ABOVE THE
 GP0265'HIGHWAY.  A STANDARD DISK, STAMPED E 51 1934.  NOTE-- IT WAS REPORTED
 GP0265'AT THAT TIME THAT THERE HAS BEEN CONSIDERABLE ROAD WORK IN THIS
 GP0265'LOCALITY.
 GP0265
 GP0265                          STATION RECOVERY (1954)
 GP0265
 GP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GP0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0506 ***********************************************************************
 FQ0506  DESIGNATION -  E 510
 FQ0506  PID         -  FQ0506
 FQ0506  STATE/COUNTY-  AZ/COCONINO
 FQ0506  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0506
 FQ0506                         *CURRENT SURVEY CONTROL
 FQ0506  ___________________________________________________________________
 FQ0506* NAD 83(1986)-  35 50 10.     (N)    111 26 15.     (W)     SCALED    
 FQ0506* NAVD 88     -      1370.792  (meters)    4497.34   (feet)  ADJUSTED  
 FQ0506  ___________________________________________________________________
 FQ0506  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0506  DYNAMIC HT  -        1369.071 (meters)    4491.69  (feet)  COMP
 FQ0506  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 FQ0506
 FQ0506  VERT ORDER  -  FIRST     CLASS II
 FQ0506
 FQ0506.The horizontal coordinates were scaled from a topographic map and have
 FQ0506.an estimated accuracy of +/- 6 seconds.
 FQ0506
 FQ0506.The orthometric height was determined by differential leveling
 FQ0506.and adjusted by the National Geodetic Survey in June 1991..
 FQ0506
 FQ0506.The geoid height was determined by GEOID03.
 FQ0506
 FQ0506.The dynamic height is computed by dividing the NAVD 88
 FQ0506.geopotential number by the normal gravity value computed on the
 FQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0506.degrees latitude (g = 980.6199 gals.).
 FQ0506
 FQ0506.The modeled gravity was interpolated from observed gravity values.
 FQ0506
 FQ0506;                    North         East    Units  Estimated Accuracy
 FQ0506;SPC AZ C     -   536,440.      256,650.      MT  (+/- 180 meters Scaled)
 FQ0506
 FQ0506                          SUPERSEDED SURVEY CONTROL
 FQ0506
 FQ0506.No superseded survey control is available for this station.
 FQ0506
 FQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE604658(NAD 83)
 FQ0506_MARKER: DB = BENCH MARK DISK
 FQ0506_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0506_SP_SET: ROCK OUTCROP
 FQ0506_STAMPING: E 510 1983
 FQ0506_MARK LOGO: NGS   
 FQ0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0506+STABILITY: POSITION/ELEVATION WELL
 FQ0506
 FQ0506  HISTORY     - Date     Condition        Report By
 FQ0506  HISTORY     - 1983     MONUMENTED       NGS
 FQ0506
 FQ0506                          STATION DESCRIPTION
 FQ0506
 FQ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0506'5.1 KM (3.2 MI) SOUTH FROM CAMERON.
 FQ0506'5.1 KM (3.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0506'CAMERON, IN TOP OF A SANDSTONE CUT BETWEEN A HIGH CUT AND A CULVERT,
 FQ0506'0.2 KM (0.1 MI) NORTH OF A POWER TOWER CROSSING, 0.6 KM (0.4 MI) SOUTH
 FQ0506'OF MILEPOST 464, 13.7 METERS (45 FT) WEST OF THE HIGHWAY CENTERLINE,
 FQ0506'53.3 METERS (175 FT) NORTH OF THE WEST END OF A BOX CULVERT, 18.8
 FQ0506'METERS (62 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0506'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0506'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0498 ***********************************************************************
 FQ0498  DESIGNATION -  E 511
 FQ0498  PID         -  FQ0498
 FQ0498  STATE/COUNTY-  AZ/COCONINO
 FQ0498  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0498
 FQ0498                         *CURRENT SURVEY CONTROL
 FQ0498  ___________________________________________________________________
 FQ0498* NAD 83(1986)-  35 45 00.     (N)    111 28 21.     (W)     SCALED    
 FQ0498* NAVD 88     -      1526.346  (meters)    5007.69   (feet)  ADJUSTED  
 FQ0498  ___________________________________________________________________
 FQ0498  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0498  DYNAMIC HT  -        1524.392 (meters)    5001.28  (feet)  COMP
 FQ0498  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 FQ0498
 FQ0498  VERT ORDER  -  FIRST     CLASS II
 FQ0498
 FQ0498.The horizontal coordinates were scaled from a topographic map and have
 FQ0498.an estimated accuracy of +/- 6 seconds.
 FQ0498
 FQ0498.The orthometric height was determined by differential leveling
 FQ0498.and adjusted by the National Geodetic Survey in June 1991..
 FQ0498
 FQ0498.The geoid height was determined by GEOID03.
 FQ0498
 FQ0498.The dynamic height is computed by dividing the NAVD 88
 FQ0498.geopotential number by the normal gravity value computed on the
 FQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0498.degrees latitude (g = 980.6199 gals.).
 FQ0498
 FQ0498.The modeled gravity was interpolated from observed gravity values.
 FQ0498
 FQ0498;                    North         East    Units  Estimated Accuracy
 FQ0498;SPC AZ C     -   526,870.      253,530.      MT  (+/- 180 meters Scaled)
 FQ0498
 FQ0498                          SUPERSEDED SURVEY CONTROL
 FQ0498
 FQ0498.No superseded survey control is available for this station.
 FQ0498
 FQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE572563(NAD 83)
 FQ0498_MARKER: DB = BENCH MARK DISK
 FQ0498_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0498_SP_SET: ROCK OUTCROP
 FQ0498_STAMPING: E 511 1983
 FQ0498_MARK LOGO: NGS   
 FQ0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0498+STABILITY: POSITION/ELEVATION WELL
 FQ0498
 FQ0498  HISTORY     - Date     Condition        Report By
 FQ0498  HISTORY     - 1983     MONUMENTED       NGS
 FQ0498
 FQ0498                          STATION DESCRIPTION
 FQ0498
 FQ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0498'15.1 KM (9.4 MI) SOUTH FROM CAMERON.
 FQ0498'15.1 KM (9.4 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0498'CAMERON, ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A HIGHWAY
 FQ0498'MAINTENANCE YARD, IN TOP OF A 3 BY 10 FOOT PORTION OF OUTCROP, 0.5 KM
 FQ0498'(0.3 MI) NORTH OF GREY MOUNTAIN TRADING POST, 18.2 METERS (60 FT) WEST
 FQ0498'OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST OF THE RIGHT OF
 FQ0498'WAY FENCE, 11.8 METERS (39 FT) WEST OF THE SOUTH END OF A HEADWALL.
 FQ0498'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FQ0498'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0432 ***********************************************************************
 GP0432  DESIGNATION -  E 512
 GP0432  PID         -  GP0432
 GP0432  STATE/COUNTY-  AZ/NAVAJO
 GP0432  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0432
 GP0432                         *CURRENT SURVEY CONTROL
 GP0432  ___________________________________________________________________
 GP0432* NAD 83(1986)-  36 26 34.     (N)    110 44 12.     (W)     SCALED    
 GP0432* NAVD 88     -      1878.831  (meters)    6164.13   (feet)  ADJUSTED  
 GP0432  ___________________________________________________________________
 GP0432  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 GP0432  DYNAMIC HT  -        1876.461 (meters)    6156.36  (feet)  COMP
 GP0432  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 GP0432
 GP0432  VERT ORDER  -  FIRST     CLASS II
 GP0432
 GP0432.The horizontal coordinates were scaled from a topographic map and have
 GP0432.an estimated accuracy of +/- 6 seconds.
 GP0432
 GP0432.The orthometric height was determined by differential leveling
 GP0432.and adjusted by the National Geodetic Survey in June 1991..
 GP0432
 GP0432.The geoid height was determined by GEOID03.
 GP0432
 GP0432.The dynamic height is computed by dividing the NAVD 88
 GP0432.geopotential number by the normal gravity value computed on the
 GP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0432.degrees latitude (g = 980.6199 gals.).
 GP0432
 GP0432.The modeled gravity was interpolated from observed gravity values.
 GP0432
 GP0432;                    North         East    Units  Estimated Accuracy
 GP0432;SPC AZ E     -   603,790.      162,260.      MT  (+/- 180 meters Scaled)
 GP0432
 GP0432                          SUPERSEDED SURVEY CONTROL
 GP0432
 GP0432.No superseded survey control is available for this station.
 GP0432
 GP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF236330(NAD 83)
 GP0432_MARKER: I = METAL ROD
 GP0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0432_SP_SET: STAINLESS STEEL ROD
 GP0432_STAMPING: E 512 1983
 GP0432_MARK LOGO: NGS   
 GP0432_PROJECTION: FLUSH
 GP0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0432_ROD/PIPE-DEPTH: 8.0  meters
 GP0432
 GP0432  HISTORY     - Date     Condition        Report By
 GP0432  HISTORY     - 1983     MONUMENTED       NGS
 GP0432
 GP0432                          STATION DESCRIPTION
 GP0432
 GP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0432'55.4 KM (34.4 MI) SW FROM KATENTA.
 GP0432'55.4 KM (34.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0432'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 4.4 KM (2.75 MI) SOUTHWEST
 GP0432'OF THE JUNCTION OF STATE HIGHWAY 98, 0.2 KM (0.1 MI) SOUTHWEST OF
 GP0432'MILEPOST 370, 60.7 METERS (199.1 FT) NORTHWEST OF THE CENTERLINE OF
 GP0432'THE HIGHWAY, 22.0 METERS (72.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 GP0432'ROAD LEADING NORTHEAST, AND 7.2 METERS (23.6 FT) NORTHEAST OF THE
 GP0432'CENTER OF A GATE AND DIRT DRIVEWAY LEADING NORTHWEST.  NOTE=ACCESS TO
 GP0432'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0432'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0432'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0406 ***********************************************************************
 GP0406  DESIGNATION -  E 513
 GP0406  PID         -  GP0406
 GP0406  STATE/COUNTY-  AZ/NAVAJO
 GP0406  USGS QUAD   -  KAYENTA WEST (1968)
 GP0406
 GP0406                         *CURRENT SURVEY CONTROL
 GP0406  ___________________________________________________________________
 GP0406* NAD 83(1986)-  36 41 57.     (N)    110 19 50.     (W)     SCALED    
 GP0406* NAVD 88     -      1808.681  (meters)    5933.98   (feet)  ADJUSTED  
 GP0406  ___________________________________________________________________
 GP0406  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GP0406  DYNAMIC HT  -        1806.448 (meters)    5926.65  (feet)  COMP
 GP0406  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 GP0406
 GP0406  VERT ORDER  -  FIRST     CLASS II
 GP0406
 GP0406.The horizontal coordinates were scaled from a topographic map and have
 GP0406.an estimated accuracy of +/- 6 seconds.
 GP0406
 GP0406.The orthometric height was determined by differential leveling
 GP0406.and adjusted by the National Geodetic Survey in June 1991..
 GP0406
 GP0406.The geoid height was determined by GEOID03.
 GP0406
 GP0406.The dynamic height is computed by dividing the NAVD 88
 GP0406.geopotential number by the normal gravity value computed on the
 GP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0406.degrees latitude (g = 980.6199 gals.).
 GP0406
 GP0406.The modeled gravity was interpolated from observed gravity values.
 GP0406
 GP0406;                    North         East    Units  Estimated Accuracy
 GP0406;SPC AZ E     -   632,100.      198,720.      MT  (+/- 180 meters Scaled)
 GP0406
 GP0406                          SUPERSEDED SURVEY CONTROL
 GP0406
 GP0406.No superseded survey control is available for this station.
 GP0406
 GP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF597617(NAD 83)
 GP0406_MARKER: I = METAL ROD
 GP0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0406_SP_SET: STAINLESS STEEL ROD
 GP0406_STAMPING: E 513 1983
 GP0406_MARK LOGO: NGS   
 GP0406_PROJECTION: FLUSH
 GP0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0406_ROD/PIPE-DEPTH: 3.1  meters
 GP0406
 GP0406  HISTORY     - Date     Condition        Report By
 GP0406  HISTORY     - 1983     MONUMENTED       NGS
 GP0406
 GP0406                          STATION DESCRIPTION
 GP0406
 GP0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0406'7.5 KM (4.65 MI) SW FROM KAYENTA.
 GP0406'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0406'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.3 KM (0.2 MI) SOUTHWEST
 GP0406'OF MILEPOST 389, 84.0 METERS (275.6 FT) SOUTHWEST OF A FENCE CORNER,
 GP0406'AND 30.2 METERS (99.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GP0406'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0406'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 GP0406'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2497 ***********************************************************************
 CZ2497  DESIGNATION -  E 516
 CZ2497  PID         -  CZ2497
 CZ2497  STATE/COUNTY-  AZ/PINAL
 CZ2497  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2497
 CZ2497                         *CURRENT SURVEY CONTROL
 CZ2497  ___________________________________________________________________
 CZ2497* NAD 83(1986)-  32 37 55.     (N)    111 33 04.     (W)     SCALED    
 CZ2497* NAVD 88     -       503.160  (meters)    1650.78   (feet)  ADJUSTED  
 CZ2497  ___________________________________________________________________
 CZ2497  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2497  DYNAMIC HT  -         502.516 (meters)    1648.67  (feet)  COMP
 CZ2497  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 CZ2497
 CZ2497  VERT ORDER  -  FIRST     CLASS II
 CZ2497
 CZ2497.The horizontal coordinates were scaled from a topographic map and have
 CZ2497.an estimated accuracy of +/- 6 seconds.
 CZ2497
 CZ2497.The orthometric height was determined by differential leveling
 CZ2497.and adjusted by the National Geodetic Survey in November 1993..
 CZ2497
 CZ2497.The geoid height was determined by GEOID03.
 CZ2497
 CZ2497.The dynamic height is computed by dividing the NAVD 88
 CZ2497.geopotential number by the normal gravity value computed on the
 CZ2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2497.degrees latitude (g = 980.6199 gals.).
 CZ2497
 CZ2497.The modeled gravity was interpolated from observed gravity values.
 CZ2497
 CZ2497;                    North         East    Units  Estimated Accuracy
 CZ2497;SPC AZ C     -   181,000.      247,660.      MT  (+/- 180 meters Scaled)
 CZ2497
 CZ2497                          SUPERSEDED SURVEY CONTROL
 CZ2497
 CZ2497.No superseded survey control is available for this station.
 CZ2497
 CZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483106(NAD 83)
 CZ2497_MARKER: I = METAL ROD
 CZ2497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2497_STAMPING: E 516 1991
 CZ2497_MARK LOGO: NGS   
 CZ2497_PROJECTION: FLUSH
 CZ2497_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2497+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2497_ROD/PIPE-DEPTH: 7.0  meters
 CZ2497_SLEEVE-DEPTH  : 0.9 meters
 CZ2497
 CZ2497  HISTORY     - Date     Condition        Report By
 CZ2497  HISTORY     - 1991     MONUMENTED       NGS
 CZ2497
 CZ2497                          STATION DESCRIPTION
 CZ2497
 CZ2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2497'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2497'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2497'THENCE 13.0 KM (8.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 18.1 M
 CZ2497'(59.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE AT
 CZ2497'THE WEST END OF AN IRRIGATION DITCH, 14.8 M (48.6 FT) EAST OF THE
 CZ2497'BOULEVARD CENTERLINE, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF ELLIS
 CZ2497'ROAD, 11.4 M (37.4 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 CZ2497'SLAB, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3 FT) NORTH OF
 CZ2497'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 CZ2497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2296 ***********************************************************************
 DU2296  DESIGNATION -  E 517
 DU2296  PID         -  DU2296
 DU2296  STATE/COUNTY-  AZ/MARICOPA
 DU2296  USGS QUAD   -  HIGLEY (1981)
 DU2296
 DU2296                         *CURRENT SURVEY CONTROL
 DU2296  ___________________________________________________________________
 DU2296* NAD 83(1986)-  33 16 27.     (N)    111 38 06.     (W)     SCALED    
 DU2296* NAVD 88     -       424.896  (meters)    1394.01   (feet)  ADJUSTED  
 DU2296  ___________________________________________________________________
 DU2296  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU2296  DYNAMIC HT  -         424.382 (meters)    1392.33  (feet)  COMP
 DU2296  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 DU2296
 DU2296  VERT ORDER  -  FIRST     CLASS II
 DU2296
 DU2296.The horizontal coordinates were scaled from a topographic map and have
 DU2296.an estimated accuracy of +/- 6 seconds.
 DU2296
 DU2296.The orthometric height was determined by differential leveling
 DU2296.and adjusted by the National Geodetic Survey in November 1993..
 DU2296
 DU2296.The geoid height was determined by GEOID03.
 DU2296
 DU2296.The dynamic height is computed by dividing the NAVD 88
 DU2296.geopotential number by the normal gravity value computed on the
 DU2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2296.degrees latitude (g = 980.6199 gals.).
 DU2296
 DU2296.The modeled gravity was interpolated from observed gravity values.
 DU2296
 DU2296;                    North         East    Units  Estimated Accuracy
 DU2296;SPC AZ C     -   252,190.      239,600.      MT  (+/- 180 meters Scaled)
 DU2296
 DU2296                          SUPERSEDED SURVEY CONTROL
 DU2296
 DU2296.No superseded survey control is available for this station.
 DU2296
 DU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408818(NAD 83)
 DU2296_MARKER: I = METAL ROD
 DU2296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2296_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2296_STAMPING: E 517 1992
 DU2296_MARK LOGO: NGS   
 DU2296_PROJECTION: FLUSH
 DU2296_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2296+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DU2296_ROD/PIPE-DEPTH: 9.3  meters
 DU2296_SLEEVE-DEPTH  : 0.9 meters
 DU2296
 DU2296  HISTORY     - Date     Condition        Report By
 DU2296  HISTORY     - 1992     MONUMENTED       NGS
 DU2296  HISTORY     - 20060913 GOOD             GEOCAC
 DU2296
 DU2296                          STATION DESCRIPTION
 DU2296
 DU2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2296'3.0 KM (1.85 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2296'IN QUEEN CREEK, 29.8 M (97.8 FT) WEST OF THE ROAD CENTERLINE, 12.7 M
 DU2296'(41.7 FT) WEST OF A FENCE CORNER, 8.3 M (27.2 FT) NORTH OF AND LEVEL
 DU2296'WITH THE CENTER OF SUPERSTITION DRIVE, 1.9 M (6.2 FT) EAST OF A
 DU2296'UTILITY POLE WITH A GUY CABLE, AND 0.9 M (3.0 FT) SOUTH OF A WITNESS
 DU2296'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2296'LOGO CAP.
 DU2296
 DU2296                          STATION RECOVERY (2006)
 DU2296
 DU2296'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2321 ***********************************************************************
 DU2321  DESIGNATION -  E 518
 DU2321  PID         -  DU2321
 DU2321  STATE/COUNTY-  AZ/MARICOPA
 DU2321  USGS QUAD   -  MESA (1982)
 DU2321
 DU2321                         *CURRENT SURVEY CONTROL
 DU2321  ___________________________________________________________________
 DU2321* NAD 83(1986)-  33 25 01.     (N)    111 48 18.     (W)     SCALED    
 DU2321* NAVD 88     -       377.811  (meters)    1239.53   (feet)  ADJUSTED  
 DU2321  ___________________________________________________________________
 DU2321  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2321  DYNAMIC HT  -         377.365 (meters)    1238.07  (feet)  COMP
 DU2321  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 DU2321
 DU2321  VERT ORDER  -  FIRST     CLASS II
 DU2321
 DU2321.The horizontal coordinates were scaled from a topographic map and have
 DU2321.an estimated accuracy of +/- 6 seconds.
 DU2321
 DU2321.The orthometric height was determined by differential leveling
 DU2321.and adjusted by the National Geodetic Survey in November 1993..
 DU2321
 DU2321.The geoid height was determined by GEOID03.
 DU2321
 DU2321.The dynamic height is computed by dividing the NAVD 88
 DU2321.geopotential number by the normal gravity value computed on the
 DU2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2321.degrees latitude (g = 980.6199 gals.).
 DU2321
 DU2321.The modeled gravity was interpolated from observed gravity values.
 DU2321
 DU2321;                    North         East    Units  Estimated Accuracy
 DU2321;SPC AZ C     -   268,000.      223,750.      MT  (+/- 180 meters Scaled)
 DU2321
 DU2321                          SUPERSEDED SURVEY CONTROL
 DU2321
 DU2321.No superseded survey control is available for this station.
 DU2321
 DU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB251978(NAD 83)
 DU2321_MARKER: I = METAL ROD
 DU2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2321_SP_SET: STAINLESS STEEL ROD
 DU2321_STAMPING: E 518 1992
 DU2321_MARK LOGO: NGS   
 DU2321_PROJECTION: FLUSH
 DU2321_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2321+STABILITY: POSITION/ELEVATION WELL
 DU2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2321+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2321_ROD/PIPE-DEPTH: 5.5  meters
 DU2321
 DU2321  HISTORY     - Date     Condition        Report By
 DU2321  HISTORY     - 1992     MONUMENTED       NGS
 DU2321  HISTORY     - 20051228 GOOD             GEOCAC
 DU2321
 DU2321                          STATION DESCRIPTION
 DU2321
 DU2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2321'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2321'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2321'0.2 KM (0.10 MI) NORTHERLY ALONG NORTH STAPLEY DRIVE, 40.5 M (132.9
 DU2321'FT) SOUTH OF THE CENTER OF EAST FIRST STREET, 7.3 M (24.0 FT) EAST OF
 DU2321'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE,
 DU2321'3.9 M (12.8 FT) NORTH OF THE CENTER OF AN ALLEY, 1.7 M (5.6 FT) EAST
 DU2321'OF UTILITY POLE NUMBER 62, 1.2 M (3.9 FT) NORTH OF THE SOUTHWEST
 DU2321'CORNER OF A BRICK WALL, 0.4 M (1.3 FT) WEST OF THE WALL, AND 0.2 M
 DU2321'(0.7 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE
 DU2321'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2321
 DU2321                          STATION RECOVERY (2005)
 DU2321
 DU2321'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2321'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2321'33 25 01.32 (N)   111 48 18.66 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2294 ***********************************************************************
 DV2294  DESIGNATION -  E 519
 DV2294  PID         -  DV2294
 DV2294  STATE/COUNTY-  AZ/MARICOPA
 DV2294  USGS QUAD   -  PHOENIX (1982)
 DV2294
 DV2294                         *CURRENT SURVEY CONTROL
 DV2294  ___________________________________________________________________
 DV2294* NAD 83(1986)-  33 25 56.     (N)    112 02 24.     (W)     SCALED    
 DV2294* NAVD 88     -       333.607  (meters)    1094.51   (feet)  ADJUSTED  
 DV2294  ___________________________________________________________________
 DV2294  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2294  DYNAMIC HT  -         333.222 (meters)    1093.25  (feet)  COMP
 DV2294  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV2294
 DV2294  VERT ORDER  -  FIRST     CLASS II
 DV2294
 DV2294.The horizontal coordinates were scaled from a topographic map and have
 DV2294.an estimated accuracy of +/- 6 seconds.
 DV2294
 DV2294.The orthometric height was determined by differential leveling
 DV2294.and adjusted by the National Geodetic Survey in November 1993..
 DV2294
 DV2294.The geoid height was determined by GEOID03.
 DV2294
 DV2294.The dynamic height is computed by dividing the NAVD 88
 DV2294.geopotential number by the normal gravity value computed on the
 DV2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2294.degrees latitude (g = 980.6199 gals.).
 DV2294
 DV2294.The modeled gravity was interpolated from observed gravity values.
 DV2294
 DV2294;                    North         East    Units  Estimated Accuracy
 DV2294;SPC AZ C     -   269,690.      201,890.      MT  (+/- 180 meters Scaled)
 DV2294
 DV2294                          SUPERSEDED SURVEY CONTROL
 DV2294
 DV2294.No superseded survey control is available for this station.
 DV2294
 DV2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033996(NAD 83)
 DV2294_MARKER: DV = VERTICAL CONTROL DISK
 DV2294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2294_SP_SET: BUILDING
 DV2294_STAMPING: E 519 1992
 DV2294_MARK LOGO: NGS   
 DV2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2294
 DV2294  HISTORY     - Date     Condition        Report By
 DV2294  HISTORY     - 1992     MONUMENTED       NGS
 DV2294
 DV2294                          STATION DESCRIPTION
 DV2294
 DV2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2294'IN PHOENIX, AT 1924 EAST UNIVERSITY DRIVE, SET VERTICALLY IN THE WEST
 DV2294'FACE OF THE CONCRETE FOUNDATION OF THE ARIZONA DEPARTMENT OF ECONOMIC
 DV2294'SECURITY BUILDING, 24.5 M (80.4 FT) NORTH OF THE CENTERLINE OF THE
 DV2294'DRIVE, 16.0 M (52.5 FT) EAST OF THE CENTER OF NORTH 19TH PLACE, 0.9 M
 DV2294'(3.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.5 M
 DV2294'(1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2319 ***********************************************************************
 DV2319  DESIGNATION -  E 520
 DV2319  PID         -  DV2319
 DV2319  STATE/COUNTY-  AZ/MARICOPA
 DV2319  USGS QUAD   -  PERRYVILLE (1982)
 DV2319
 DV2319                         *CURRENT SURVEY CONTROL
 DV2319  ___________________________________________________________________
 DV2319* NAD 83(1986)-  33 24 17.     (N)    112 25 36.     (W)     SCALED    
 DV2319* NAVD 88     -       277.997  (meters)     912.06   (feet)  ADJUSTED  
 DV2319  ___________________________________________________________________
 DV2319  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2319  DYNAMIC HT  -         277.680 (meters)     911.02  (feet)  COMP
 DV2319  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DV2319
 DV2319  VERT ORDER  -  FIRST     CLASS II
 DV2319
 DV2319.The horizontal coordinates were scaled from a topographic map and have
 DV2319.an estimated accuracy of +/- 6 seconds.
 DV2319
 DV2319.The orthometric height was determined by differential leveling
 DV2319.and adjusted by the National Geodetic Survey in November 1993..
 DV2319
 DV2319.The geoid height was determined by GEOID03.
 DV2319
 DV2319.The dynamic height is computed by dividing the NAVD 88
 DV2319.geopotential number by the normal gravity value computed on the
 DV2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2319.degrees latitude (g = 980.6199 gals.).
 DV2319
 DV2319.The modeled gravity was interpolated from observed gravity values.
 DV2319
 DV2319;                    North         East    Units  Estimated Accuracy
 DV2319;SPC AZ C     -   266,750.      165,920.      MT  (+/- 180 meters Scaled)
 DV2319
 DV2319                          SUPERSEDED SURVEY CONTROL
 DV2319
 DV2319.No superseded survey control is available for this station.
 DV2319
 DV2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB673970(NAD 83)
 DV2319_MARKER: I = METAL ROD
 DV2319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2319_SP_SET: STAINLESS STEEL ROD
 DV2319_STAMPING: E 520 1992
 DV2319_MARK LOGO: NGS   
 DV2319_PROJECTION: PROJECTING 3 CENTIMETERS
 DV2319_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2319+STABILITY: POSITION/ELEVATION WELL
 DV2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2319_ROD/PIPE-DEPTH: 14.8 meters
 DV2319
 DV2319  HISTORY     - Date     Condition        Report By
 DV2319  HISTORY     - 1992     MONUMENTED       NGS
 DV2319
 DV2319                          STATION DESCRIPTION
 DV2319
 DV2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2319'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2319'BUCKEYE, THENCE 16.4 KM (10.20 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2319'41.7 M (136.8 FT) EAST OF THE CENTERLINE OF COTTON LANE, 29.7 M (97.4
 DV2319'FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, 17.1 M (56.1 FT)
 DV2319'SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.8 M (2.6
 DV2319'FT) WEST OF THE NORTH LEG OF A BILLBOARD, AND 0.3 M (1.0 FT) EAST OF
 DV2319'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DV2319'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2343 ***********************************************************************
 DV2343  DESIGNATION -  E 521
 DV2343  PID         -  DV2343
 DV2343  STATE/COUNTY-  AZ/MARICOPA
 DV2343  USGS QUAD   -  PIMA BUTTE (1967)
 DV2343
 DV2343                         *CURRENT SURVEY CONTROL
 DV2343  ___________________________________________________________________
 DV2343* NAD 83(1986)-  33 13 10.     (N)    112 03 16.     (W)     SCALED    
 DV2343* NAVD 88     -       334.467  (meters)    1097.33   (feet)  ADJUSTED  
 DV2343  ___________________________________________________________________
 DV2343  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2343  DYNAMIC HT  -         334.080 (meters)    1096.06  (feet)  COMP
 DV2343  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV2343
 DV2343  VERT ORDER  -  FIRST     CLASS II
 DV2343
 DV2343.The horizontal coordinates were scaled from a topographic map and have
 DV2343.an estimated accuracy of +/- 6 seconds.
 DV2343
 DV2343.The orthometric height was determined by differential leveling
 DV2343.and adjusted by the National Geodetic Survey in August 1994..
 DV2343
 DV2343.The geoid height was determined by GEOID03.
 DV2343
 DV2343.The dynamic height is computed by dividing the NAVD 88
 DV2343.geopotential number by the normal gravity value computed on the
 DV2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2343.degrees latitude (g = 980.6199 gals.).
 DV2343
 DV2343.The modeled gravity was interpolated from observed gravity values.
 DV2343
 DV2343;                    North         East    Units  Estimated Accuracy
 DV2343;SPC AZ C     -   246,100.      200,520.      MT  (+/- 180 meters Scaled)
 DV2343
 DV2343                          SUPERSEDED SURVEY CONTROL
 DV2343
 DV2343.No superseded survey control is available for this station.
 DV2343
 DV2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB017761(NAD 83)
 DV2343_MARKER: I = METAL ROD
 DV2343_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2343_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2343_STAMPING: E 521 1994
 DV2343_MARK LOGO: NGS   
 DV2343_PROJECTION: FLUSH
 DV2343_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2343+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2343_ROD/PIPE-DEPTH: 3.7  meters
 DV2343_SLEEVE-DEPTH  : 0.9 meters
 DV2343
 DV2343  HISTORY     - Date     Condition        Report By
 DV2343  HISTORY     - 1994     MONUMENTED       NGS
 DV2343  HISTORY     - 20060821 GOOD             GEOCAC
 DV2343
 DV2343                          STATION DESCRIPTION
 DV2343
 DV2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2343'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2343'LAVEEN, THENCE 12.7 KM (7.90 MI) EASTERLY ALONG BELTLINE ROAD, 34.2 M
 DV2343'(112.2 FT) NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE ROAD,
 DV2343'29.7 M (97.4 FT) NORTH OF THE ROAD CENTERLINE, 14.6 M (47.9 FT) NORTH
 DV2343'OF A FIBER OPTIC CABLE WARNING SIGN, 1.5 M (4.9 FT) BELOW THE LEVEL
 DV2343'OF THE ROAD, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 DV2343'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2343
 DV2343                          STATION RECOVERY (2006)
 DV2343
 DV2343'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2374 ***********************************************************************
 DU2374  DESIGNATION -  E 522
 DU2374  PID         -  DU2374
 DU2374  STATE/COUNTY-  AZ/MARICOPA
 DU2374  USGS QUAD   -  CHANDLER (1981)
 DU2374
 DU2374                         *CURRENT SURVEY CONTROL
 DU2374  ___________________________________________________________________
 DU2374* NAD 83(1986)-  33 20 59.     (N)    111 49 59.     (W)     SCALED    
 DU2374* NAVD 88     -       370.725  (meters)    1216.29   (feet)  ADJUSTED  
 DU2374  ___________________________________________________________________
 DU2374  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU2374  DYNAMIC HT  -         370.283 (meters)    1214.84  (feet)  COMP
 DU2374  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 DU2374
 DU2374  VERT ORDER  -  FIRST     CLASS II
 DU2374
 DU2374.The horizontal coordinates were scaled from a topographic map and have
 DU2374.an estimated accuracy of +/- 6 seconds.
 DU2374
 DU2374.The orthometric height was determined by differential leveling
 DU2374.and adjusted by the National Geodetic Survey in August 1994..
 DU2374
 DU2374.The geoid height was determined by GEOID03.
 DU2374
 DU2374.The dynamic height is computed by dividing the NAVD 88
 DU2374.geopotential number by the normal gravity value computed on the
 DU2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2374.degrees latitude (g = 980.6199 gals.).
 DU2374
 DU2374.The modeled gravity was interpolated from observed gravity values.
 DU2374
 DU2374;                    North         East    Units  Estimated Accuracy
 DU2374;SPC AZ C     -   260,540.      221,140.      MT  (+/- 180 meters Scaled)
 DU2374
 DU2374                          SUPERSEDED SURVEY CONTROL
 DU2374
 DU2374.No superseded survey control is available for this station.
 DU2374
 DU2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224903(NAD 83)
 DU2374_MARKER: DV = VERTICAL CONTROL DISK
 DU2374_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2374_SP_SET: FOOTING
 DU2374_STAMPING: E 522 1994
 DU2374_MARK LOGO: NGS   
 DU2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2374+STABILITY: POSITION/ELEVATION WELL
 DU2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2374+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DU2374
 DU2374  HISTORY     - Date     Condition        Report By
 DU2374  HISTORY     - 1994     MONUMENTED       NGS
 DU2374  HISTORY     - 19941026 GOOD             NGS
 DU2374  HISTORY     - 19941026 GOOD             NGS
 DU2374  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU2374
 DU2374                          STATION DESCRIPTION
 DU2374
 DU2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2374'4.1 KM (2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2374'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.8 KM
 DU2374'(0.50 MI) EASTERLY ALONG ELLIOT ROAD, NEAR THE EAST EDGE OF THE
 DU2374'CONCRETE FOOTING FOR A HIGHLINE TOWER, 13.8 M (45.3 FT) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 12.3 M (40.4 FT) EAST
 DU2374'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.5 M (1.6 FT)
 DU2374'BELOW THE LEVEL OF THE TRACKS, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU2374'FACE OF THE TOWER.
 DU2374
 DU2374                          STATION RECOVERY (1994)
 DU2374
 DU2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2374'THE STATION IS ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX NEAR THE
 DU2374'BOUNDARY BETWEEN THE CITIES OF GILBERT AND CHANDLER.  TO REACH THE
 DU2374'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2374'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2374'CLUB DRIVE (CHANGES TO ARIZONA AVENUE) FOR 2.5 MILES (4.0 KM) TO THE
 DU2374'INTERSECTION OF ELLIOT ROAD, TURN LEFT AND GO EAST ON ELLIOT AVENUE
 DU2374'FOR 0.5 MILE (0.8 KM) TO A RAILROAD GRADE CROSSING AND THE STATION ON
 DU2374'THE LEFT, SET IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF A HIGH
 DU2374'TENSION POWER LINE MONOLITHIC TOWER, 45.3 FEET (13.8 M) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 1.6 FEET (0.5 M) BELOW
 DU2374'THE LEVEL OF THE TRACKS, 0.7 FOOT (21.3 CM) EAST OF THE EAST FACE OF
 DU2374'THE TOWER, 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF ELLIOT AVENUE
 DU2374'AND ABOUT 35 FEET (10.7 M) EAST OF THE EAST RAIL OF THE RAILROAD
 DU2374'TRACK.
 DU2374
 DU2374                          STATION RECOVERY (1994)
 DU2374
 DU2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2374'THE STATION IS ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX NEAR THE
 DU2374'BOUNDARY BETWEEN THE CITIES OF GILBERT AND CHANDLER.  TO REACH THE
 DU2374'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2374'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2374'CLUB DRIVE (CHANGES TO ARIZONA AVENUE) FOR 2.5 MILES (4.0 KM) TO THE
 DU2374'INTERSECTION OF ELLIOT ROAD, TURN LEFT AND GO EAST ON ELLIOT AVENUE
 DU2374'FOR 0.5 MILE (0.8 KM) TO A RAILROAD GRADE CROSSING AND THE STATION ON
 DU2374'THE LEFT, SET IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF A HIGH
 DU2374'TENSION POWER LINE MONOLITHIC TOWER, 45.3 FEET (13.8 M) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 1.6 FEET (0.5 M) BELOW
 DU2374'THE LEVEL OF THE TRACKS, 0.7 FOOT (21.3 CM) EAST OF THE EAST FACE OF
 DU2374'THE TOWER, 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF ELLIOT AVENUE
 DU2374'AND ABOUT 35 FEET (10.7 M) EAST OF THE EAST RAIL OF THE RAILROAD
 DU2374'TRACK.
 DU2374
 DU2374                          STATION RECOVERY (2005)
 DU2374
 DU2374'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2374'THE RAILROAD CROSSING WAS FOUND AS DESCRIBED, BUT THE POLES AT THE
 DU2374'LOCATION DO NOT MATCH THE DESCRIPTION. A NUMBER OF POWER POLES IN THE
 DU2374'AREA WERE KNOCKED DOWN BY A STORM IN 2002 AND THIS POLE MAY HAVE BEEN
 DU2374'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0527 ***********************************************************************
 FR0527  DESIGNATION -  E 53
 FR0527  PID         -  FR0527
 FR0527  STATE/COUNTY-  AZ/MOHAVE
 FR0527  USGS QUAD   -  ANTARES (1980)
 FR0527
 FR0527                         *CURRENT SURVEY CONTROL
 FR0527  ___________________________________________________________________
 FR0527* NAD 83(1986)-  35 28 05.     (N)    113 48 58.     (W)     SCALED    
 FR0527* NAVD 88     -       977.631  (meters)    3207.44   (feet)  POSTED    
 FR0527  ___________________________________________________________________
 FR0527  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FR0527  DYNAMIC HT  -         976.490 (meters)    3203.70  (feet)  COMP
 FR0527  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 FR0527
 FR0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0527
 FR0527.The horizontal coordinates were scaled from a topographic map and have
 FR0527.an estimated accuracy of +/- 6 seconds.
 FR0527
 FR0527.The orthometric height was determined by differential leveling
 FR0527.and adjusted by the National Geodetic Survey in 1992..
 FR0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0527.rate of 0.0 thru 1.0 mm/km.
 FR0527
 FR0527.The geoid height was determined by GEOID03.
 FR0527
 FR0527.The dynamic height is computed by dividing the NAVD 88
 FR0527.geopotential number by the normal gravity value computed on the
 FR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0527.degrees latitude (g = 980.6199 gals.).
 FR0527
 FR0527.The modeled gravity was interpolated from observed gravity values.
 FR0527
 FR0527;                    North         East    Units  Estimated Accuracy
 FR0527;SPC AZ W     -   495,520.      207,360.      MT  (+/- 180 meters Scaled)
 FR0527
 FR0527                          SUPERSEDED SURVEY CONTROL
 FR0527
 FR0527  NGVD 29 (??/??/92)  976.854  (m)         3204.90   (f) ADJ UNCH    1 1
 FR0527
 FR0527.Superseded values are not recommended for survey control.
 FR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0527.See file dsdata.txt to determine how the superseded data were derived.
 FR0527
 FR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE444285(NAD 83)
 FR0527_MARKER: DB = BENCH MARK DISK
 FR0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0527_STAMPING: E 53 1934
 FR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0527+STABILITY: SURFACE MOTION
 FR0527
 FR0527  HISTORY     - Date     Condition        Report By
 FR0527  HISTORY     - 1934     MONUMENTED       CGS
 FR0527  HISTORY     - 1967     GOOD             USGS
 FR0527
 FR0527                          STATION DESCRIPTION
 FR0527
 FR0527'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0527'24.9 MI NE FROM KINGMAN.
 FR0527'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0527'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0527'FERRY ROAD AT ANTARES.  TURN LEFT, (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0527'3.4 MILES.  BENCH MARK IS 75 FT EAST OF ROAD AND 20 FT EAST OF A
 FR0527'NORTH-SOUTH FENCE.  A STANDARD DISK SET IN CONCRETE POST PROJECTING
 FR0527'0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0391 ***********************************************************************
 GR0391  DESIGNATION -  E 54
 GR0391  PID         -  GR0391
 GR0391  STATE/COUNTY-  AZ/MOHAVE
 GR0391  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0391
 GR0391                         *CURRENT SURVEY CONTROL
 GR0391  ___________________________________________________________________
 GR0391* NAD 83(1986)-  36 05 59.     (N)    114 03 17.     (W)     SCALED    
 GR0391* NAVD 88     -       715.942  (meters)    2348.89   (feet)  POSTED    
 GR0391  ___________________________________________________________________
 GR0391  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0391  DYNAMIC HT  -         715.180 (meters)    2346.39  (feet)  COMP
 GR0391  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 GR0391
 GR0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0391
 GR0391.The horizontal coordinates were scaled from a topographic map and have
 GR0391.an estimated accuracy of +/- 6 seconds.
 GR0391
 GR0391.The orthometric height was determined by differential leveling
 GR0391.and adjusted by the National Geodetic Survey in 1992..
 GR0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0391.rate of 0.0 thru 1.0 mm/km.
 GR0391
 GR0391.The geoid height was determined by GEOID03.
 GR0391
 GR0391.The dynamic height is computed by dividing the NAVD 88
 GR0391.geopotential number by the normal gravity value computed on the
 GR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0391.degrees latitude (g = 980.6199 gals.).
 GR0391
 GR0391.The modeled gravity was interpolated from observed gravity values.
 GR0391
 GR0391;                    North         East    Units  Estimated Accuracy
 GR0391;SPC AZ W     -   565,640.      185,920.      MT  (+/- 180 meters Scaled)
 GR0391
 GR0391                          SUPERSEDED SURVEY CONTROL
 GR0391
 GR0391  NGVD 29 (??/??/92)  715.229  (m)         2346.55   (f) ADJ UNCH    1 1
 GR0391
 GR0391.Superseded values are not recommended for survey control.
 GR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0391.See file dsdata.txt to determine how the superseded data were derived.
 GR0391
 GR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV651990(NAD 83)
 GR0391_MARKER: DB = BENCH MARK DISK
 GR0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0391_SP_SET: CULVERT
 GR0391_STAMPING: E 54 1934
 GR0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0391
 GR0391  HISTORY     - Date     Condition        Report By
 GR0391  HISTORY     - 1934     MONUMENTED       CGS
 GR0391  HISTORY     - 1950     GOOD             NGS
 GR0391
 GR0391                          STATION DESCRIPTION
 GR0391
 GR0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0391'3.5 MI SW FROM PIERCES FERRY.
 GR0391'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0391'STATION AT PIERCES FERRY, THENCE 3.0 MILES SOUTHWEST ALONG AN OLD
 GR0391'ABANDONED ROAD, IN THE TOP OF A LARGE ROUND GRANITE BOULDER WHICH
 GR0391'PROJECTS ABOUT 3 FEET ABOVE GROUND, 168 FEET WEST OF THE CENTER LINE
 GR0391'OF THE PARK SERVICE ROAD, 152 FEET WEST OF THE NORTH END OF THE WEST
 GR0391'HEAD WALL OF A DOUBLE 5- BY 5-FOOT CONCRETE BOX CULVERT, 106 FEET WEST
 GR0391'OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF THE APPROXIMATE CENTER
 GR0391'OF A DRY WASH, AND ABOUT 7 FEET LOWER THAN THE PARK SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0095 ***********************************************************************
 GR0095  DESIGNATION -  E 55
 GR0095  PID         -  GR0095
 GR0095  STATE/COUNTY-  AZ/MOHAVE
 GR0095  USGS QUAD   -  MESQUITE (1985)
 GR0095
 GR0095                         *CURRENT SURVEY CONTROL
 GR0095  ___________________________________________________________________
 GR0095* NAD 83(1986)-  36 49 34.     (N)    114 01 06.     (W)     SCALED    
 GR0095* NAVD 88     -       537.582  (meters)    1763.72   (feet)  ADJUSTED  
 GR0095  ___________________________________________________________________
 GR0095  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GR0095  DYNAMIC HT  -         537.039 (meters)    1761.94  (feet)  COMP
 GR0095  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 GR0095
 GR0095  VERT ORDER  -  FIRST     CLASS I
 GR0095
 GR0095.The horizontal coordinates were scaled from a topographic map and have
 GR0095.an estimated accuracy of +/- 6 seconds.
 GR0095
 GR0095.The orthometric height was determined by differential leveling
 GR0095.and adjusted by the National Geodetic Survey in June 1991..
 GR0095
 GR0095.The geoid height was determined by GEOID03.
 GR0095
 GR0095.The dynamic height is computed by dividing the NAVD 88
 GR0095.geopotential number by the normal gravity value computed on the
 GR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0095.degrees latitude (g = 980.6199 gals.).
 GR0095
 GR0095.The modeled gravity was interpolated from observed gravity values.
 GR0095
 GR0095;                    North         East    Units  Estimated Accuracy
 GR0095;SPC AZ W     -   646,230.      189,420.      MT  (+/- 180 meters Scaled)
 GR0095
 GR0095                          SUPERSEDED SURVEY CONTROL
 GR0095
 GR0095  NGVD 29 (??/??/92)  536.848  (m)         1761.31   (f) ADJ UNCH    1 1
 GR0095
 GR0095.Superseded values are not recommended for survey control.
 GR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0095.See file dsdata.txt to determine how the superseded data were derived.
 GR0095
 GR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA659797(NAD 83)
 GR0095_MARKER: DB = BENCH MARK DISK
 GR0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0095_STAMPING: E 55 1934
 GR0095_MARK LOGO: CGS   
 GR0095_PROJECTION: PROJECTING 30 CENTIMETERS
 GR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0095+STABILITY: SURFACE MOTION
 GR0095
 GR0095  HISTORY     - Date     Condition        Report By
 GR0095  HISTORY     - 1934     MONUMENTED       CGS
 GR0095  HISTORY     - 1960     GOOD             NGS
 GR0095  HISTORY     - 1982     GOOD             NGS
 GR0095
 GR0095                          STATION DESCRIPTION
 GR0095
 GR0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0095'3.2 MI E FROM MESQUITE, NV.
 GR0095'IN MOHAVE COUNTY, ARIZONA, 3.2 MILES EAST ALONG U. S. HIGHWAY 91 FROM
 GR0095'THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 1.9 MILES EAST OF
 GR0095'THE ARIZONA-NEVADA STATE LINE, 0.2 MILE WEST OF THE FOOT OF A SMALL
 GR0095'GRADE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 GR0095'NORTH OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE
 GR0095'GROUND.  A STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP OF A
 GR0095'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0095
 GR0095                          STATION RECOVERY (1982)
 GR0095
 GR0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0095'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0095'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GR0095'MESQUITE, THENCE 4.55 KM (2.85 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GR0095'0.5 KM (0.3 MI) NORTHEAST OF A DIRT ROAD LEADING SOUTHEAST, 0.3 KM
 GR0095'(0.2 MI) SOUTHWEST OF THE BOTTOM OF THE GRADE, 9.1 METERS (30 FT)
 GR0095'SOUTHEAST OF THE HIGHWAY CENTERLINE, 29.1 METERS (95.5 FT) SOUTH
 GR0095'ACROSS THE HIGHWAY FROM A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE
 GR0095'POST, 8.7 METERS (28.5 FT) NORTH OF A TELEPHONE POLE, 6.7 METERS (22
 GR0095'FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 0.9 METERS (3 FT) NORTHWEST
 GR0095'OF A 5 INCH CONCRETE RIGHT OF WAY POST.
 GR0095'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 GR0095'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0839 ***********************************************************************
 DV0839  DESIGNATION -  E 56
 DV0839  PID         -  DV0839
 DV0839  STATE/COUNTY-  AZ/MARICOPA
 DV0839  USGS QUAD   -  HASSAYAMPA (1978)
 DV0839
 DV0839                         *CURRENT SURVEY CONTROL
 DV0839  ___________________________________________________________________
 DV0839* NAD 83(1986)-  33 22 25.     (N)    112 38 53.     (W)     SCALED    
 DV0839* NAVD 88     -       273.63   (+/-2cm)     897.7    (feet)  VERTCON   
 DV0839  ___________________________________________________________________
 DV0839  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DV0839
 DV0839  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0839
 DV0839.The horizontal coordinates were scaled from a topographic map and have
 DV0839.an estimated accuracy of +/- 6 seconds.
 DV0839
 DV0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0839.The vertical order pertains to the NGVD 29 superseded value.
 DV0839
 DV0839.The geoid height was determined by GEOID03.
 DV0839
 DV0839;                    North         East    Units  Estimated Accuracy
 DV0839;SPC AZ C     -   263,420.      145,310.      MT  (+/- 180 meters Scaled)
 DV0839
 DV0839                          SUPERSEDED SURVEY CONTROL
 DV0839
 DV0839  NGVD 29 (??/??/92)  272.994  (m)          895.65   (f) ADJ UNCH    1 2
 DV0839
 DV0839.Superseded values are not recommended for survey control.
 DV0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0839.See file dsdata.txt to determine how the superseded data were derived.
 DV0839
 DV0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB466939(NAD 83)
 DV0839_MARKER: DB = BENCH MARK DISK
 DV0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0839_SP_SET: SEMAPHORE
 DV0839_STAMPING: E 56 1934
 DV0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0839
 DV0839  HISTORY     - Date     Condition        Report By
 DV0839  HISTORY     - 1934     MONUMENTED       CGS
 DV0839  HISTORY     - 1952     GOOD             NGS
 DV0839  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0839  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0839
 DV0839                          STATION DESCRIPTION
 DV0839
 DV0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0839'3.8 MI W FROM BUCKEYE.
 DV0839'3.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0839'STATION AT BUCKEYE, IN TOP OF THE CONCRETE BASE OF SEMAPHORE NO. 8221,
 DV0839'24 FEET SOUTH OF MILEPOST 872, 9 FEET NORTH OF THE CENTER LINE OF THE
 DV0839'RAILROAD TRACK, AND 0.5 FOOT ABOVE THE TRACK.  NOTE-- THE SEMAPHORE
 DV0839'DESCRIBED ABOVE HAS BEEN REMOVED.  NOTE-- LETTER OF MARCH 1950 REPORTS
 DV0839'THAT MARK IS IN BASE OF SIGNAL 8721 NOT 8221 AS MENTIONED ABOVE.
 DV0839
 DV0839                          STATION RECOVERY (1962)
 DV0839
 DV0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0839'MARK NOT FOUND.
 DV0839
 DV0839                          STATION RECOVERY (1992)
 DV0839
 DV0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0839'THE SEMAPHORE BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0180 ***********************************************************************
 ET0180  DESIGNATION -  E 57
 ET0180  PID         -  ET0180
 ET0180  STATE/COUNTY-  AZ/YAVAPAI
 ET0180  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0180
 ET0180                         *CURRENT SURVEY CONTROL
 ET0180  ___________________________________________________________________
 ET0180* NAD 83(1986)-  34 05 29.     (N)    112 08 57.     (W)     SCALED    
 ET0180* NAVD 88     -       614.26   (+/-2cm)    2015.3    (feet)  VERTCON   
 ET0180  ___________________________________________________________________
 ET0180  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 ET0180
 ET0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0180
 ET0180.The horizontal coordinates were scaled from a topographic map and have
 ET0180.an estimated accuracy of +/- 6 seconds.
 ET0180
 ET0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0180.The vertical order pertains to the NGVD 29 superseded value.
 ET0180
 ET0180.The geoid height was determined by GEOID03.
 ET0180
 ET0180;                    North         East    Units  Estimated Accuracy
 ET0180;SPC AZ C     -   342,810.      191,910.      MT  (+/- 180 meters Scaled)
 ET0180
 ET0180                          SUPERSEDED SURVEY CONTROL
 ET0180
 ET0180  NGVD 29 (??/??/92)  613.637  (m)         2013.24   (f) ADJ UNCH    2 0
 ET0180
 ET0180.Superseded values are not recommended for survey control.
 ET0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0180.See file dsdata.txt to determine how the superseded data were derived.
 ET0180
 ET0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939728(NAD 83)
 ET0180_MARKER: DB = BENCH MARK DISK
 ET0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0180_STAMPING: E 57 1934 2013.188
 ET0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0180+STABILITY: SURFACE MOTION
 ET0180
 ET0180  HISTORY     - Date     Condition        Report By
 ET0180  HISTORY     - 1934     MONUMENTED       CGS
 ET0180  HISTORY     - 1955     GOOD             NGS
 ET0180  HISTORY     - 19951015 GOOD             USPSQD
 ET0180
 ET0180                          STATION DESCRIPTION
 ET0180
 ET0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0180'3.1 MI N FROM ROCK SPRINGS.
 ET0180'2.8 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0180'STORE AT ROCK SPRINGS, THENCE 0.3 MILE NORTHWEST ALONG THE OLD
 ET0180'HIGHWAY.  ABOUT 45 YARDS NORTH OF THE NORTHWEST END OF A CURVE, IN A
 ET0180'SMALL FLAT IN A RAVINE AT THE BASE OF TWO ROCK COVERED HILLS, 36.1
 ET0180'FEET SOUTHEAST OF THE HIGHWAY SIGN READING BUMBLE BEE 10 PRESCOTT 52,
 ET0180'24 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN
 ET0180'THE HIGHWAY, 24 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP
 ET0180'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- A NEW
 ET0180'HIGHWAY HAS BEEN BUILT EAST OF THE OLD ONE.  AND THE MARK IS LOCATED
 ET0180'ON THE OLD HIGHWAY.
 ET0180
 ET0180                          STATION RECOVERY (1995)
 ET0180
 ET0180'RECOVERY NOTE BY US POWER SQUADRON 1995
 ET0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0536 ***********************************************************************
 DU0536  DESIGNATION -  E 59
 DU0536  PID         -  DU0536
 DU0536  STATE/COUNTY-  AZ/PINAL
 DU0536  USGS QUAD   -  FLORENCE (1981)
 DU0536
 DU0536                         *CURRENT SURVEY CONTROL
 DU0536  ___________________________________________________________________
 DU0536* NAD 83(1986)-  33 01 21.     (N)    111 23 16.     (W)     SCALED    
 DU0536* NAVD 88     -       463.21   (+/-2cm)    1519.7    (feet)  VERTCON   
 DU0536  ___________________________________________________________________
 DU0536  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0536
 DU0536  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0536
 DU0536.The horizontal coordinates were scaled from a topographic map and have
 DU0536.an estimated accuracy of +/- 6 seconds.
 DU0536
 DU0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0536.The vertical order pertains to the NGVD 29 superseded value.
 DU0536
 DU0536.The geoid height was determined by GEOID03.
 DU0536
 DU0536;                    North         East    Units  Estimated Accuracy
 DU0536;SPC AZ C     -   224,370.      262,770.      MT  (+/- 180 meters Scaled)
 DU0536
 DU0536                          SUPERSEDED SURVEY CONTROL
 DU0536
 DU0536  NGVD 29 (??/??/92)  462.649  (m)         1517.87   (f) ADJ UNCH    1 2
 DU0536
 DU0536.Superseded values are not recommended for survey control.
 DU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0536.See file dsdata.txt to determine how the superseded data were derived.
 DU0536
 DU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637538(NAD 83)
 DU0536_MARKER: DB = BENCH MARK DISK
 DU0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0536_SP_SET: BUILDING
 DU0536_STAMPING: E 59 1934
 DU0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0536
 DU0536  HISTORY     - Date     Condition        Report By
 DU0536  HISTORY     - 1934     MONUMENTED       CGS
 DU0536  HISTORY     - 1967     GOOD             NGS
 DU0536  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0536
 DU0536                          STATION DESCRIPTION
 DU0536
 DU0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0536'0.7 MI S FROM FLORENCE.
 DU0536'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0536'FLORENCE, IN S 2, T 6 S, R 9 E, SET IN THE TOP AND 43 FEET NORTH OF
 DU0536'THE CENTER OF THE UPPER LANDING AT THE EAST ENTRANCE OF THE FLORENCE
 DU0536'UNION HIGH SCHOOL, 8 FEET NORTHEAST OF THE CENTER OF THE DOOR WHICH
 DU0536'LEADS TO THE SUPERINTENDENTS OFFICE, AND ABOUT 3 FEET ABOVE THE LEVEL
 DU0536'OF THE SIDEWALK.
 DU0536
 DU0536                          STATION RECOVERY (1992)
 DU0536
 DU0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0159 ***********************************************************************
 FQ0159  DESIGNATION -  E 6
 FQ0159  PID         -  FQ0159
 FQ0159  STATE/COUNTY-  AZ/COCONINO
 FQ0159  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0159
 FQ0159                         *CURRENT SURVEY CONTROL
 FQ0159  ___________________________________________________________________
 FQ0159* NAD 83(1986)-  35 49 24.     (N)    111 27 27.     (W)     SCALED    
 FQ0159* NAVD 88     -      1398.978  (meters)    4589.81   (feet)  POSTED    
 FQ0159  ___________________________________________________________________
 FQ0159  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0159  DYNAMIC HT  -        1397.220 (meters)    4584.05  (feet)  COMP
 FQ0159  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 FQ0159
 FQ0159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0159
 FQ0159.The horizontal coordinates were scaled from a topographic map and have
 FQ0159.an estimated accuracy of +/- 6 seconds.
 FQ0159
 FQ0159.The orthometric height was determined by differential leveling
 FQ0159.and adjusted by the National Geodetic Survey in 1992..
 FQ0159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0159.rate of 1.1 thru 2.0 mm/km.
 FQ0159
 FQ0159.The geoid height was determined by GEOID03.
 FQ0159
 FQ0159.The dynamic height is computed by dividing the NAVD 88
 FQ0159.geopotential number by the normal gravity value computed on the
 FQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0159.degrees latitude (g = 980.6199 gals.).
 FQ0159
 FQ0159.The modeled gravity was interpolated from observed gravity values.
 FQ0159
 FQ0159;                    North         East    Units  Estimated Accuracy
 FQ0159;SPC AZ C     -   535,010.      254,850.      MT  (+/- 180 meters Scaled)
 FQ0159
 FQ0159                          SUPERSEDED SURVEY CONTROL
 FQ0159
 FQ0159  NGVD 29 (??/??/92) 1398.112  (m)         4586.97   (f) ADJ UNCH    1 2
 FQ0159
 FQ0159.Superseded values are not recommended for survey control.
 FQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0159.See file dsdata.txt to determine how the superseded data were derived.
 FQ0159
 FQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE586644(NAD 83)
 FQ0159_MARKER: DB = BENCH MARK DISK
 FQ0159_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0159_SP_SET: LAVA ROCK
 FQ0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0159+STABILITY: POSITION/ELEVATION WELL
 FQ0159
 FQ0159  HISTORY     - Date     Condition        Report By
 FQ0159  HISTORY     - UNK      MONUMENTED       CGS
 FQ0159  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0159  HISTORY     - 1977     GOOD             NGS
 FQ0159
 FQ0159                          STATION DESCRIPTION
 FQ0159
 FQ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0159'4.7 MI S FROM CAMERON.
 FQ0159'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0159'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 2.8
 FQ0159'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  2 MILES NORTH OF A
 FQ0159'VERY STEEP HILL, 200 FEET WEST OF THE ROAD, AND IN A LARGE LAVA ROCK.
 FQ0159'A STANDARD DISK.
 FQ0159
 FQ0159                          STATION RECOVERY (1977)
 FQ0159
 FQ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0159'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0159'DESCRIPTION FOLLOWS-- TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH
 FQ0159'ON U.S. HWY. 89 TO THE JUNCTION OF STATE ROUTE 64, CONTINUE SOUTH ON
 FQ0159'HWY. 89 FOR 1.80 MILES TO MILE POST 463.45, TURN RIGHT, WEST, ON
 FQ0159'SUBSTATION ROAD AND CONTINUE TO THE SOUTHWEST CORNER OF SUBSTATION,
 FQ0159'CONTINUE ON FOR 0.05 MILE AND TURN LEFT ON DIM ROAD, OLD ABANDONED
 FQ0159'HWY., AND GO 0.10 MILE TO A POWER LINE ROAD, CROSS POWER LINE ROAD
 FQ0159'AND CONTINUE ON FOR 0.65 MILE AND THE STATION ON THE RIGHT, ABOUT 80
 FQ0159'FEET WEST OF OLD ROAD IN THE SOUTHEAST TOE OF A SANDSTONE OUTCROP,
 FQ0159'RUNNING NORTHWEST TO SOUTHEAST, 16 FEET WIDE, 8 FEET HIGH AND 50 FOOT
 FQ0159'LONG. A LARGER OUTCROP LIES 30 FEET TO SOUTH. THE STATION IS ON THE
 FQ0159'NORTHEAST CORNER AND 6 INCHES ABOVE GROUND LEVEL AND MARKED WITH A
 FQ0159'WITNESS POST AND SIGN 30 FEET N.W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0516 ***********************************************************************
 FS0516  DESIGNATION -  E 60
 FS0516  PID         -  FS0516
 FS0516  STATE/COUNTY-  AZ/MOHAVE
 FS0516  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0516
 FS0516                         *CURRENT SURVEY CONTROL
 FS0516  ___________________________________________________________________
 FS0516* NAD 83(1986)-  35 25 04.     (N)    114 16 33.     (W)     SCALED    
 FS0516* NAVD 88     -      1086.481  (meters)    3564.56   (feet)  ADJUSTED  
 FS0516  ___________________________________________________________________
 FS0516  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0516  DYNAMIC HT  -        1085.204 (meters)    3560.37  (feet)  COMP
 FS0516  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 FS0516  OBS GRAVITY -     979,421.3   (mgal)                       GRAV_OBS
 FS0516
 FS0516  VERT ORDER  -  FIRST     CLASS II
 FS0516
 FS0516.The horizontal coordinates were scaled from a topographic map and have
 FS0516.an estimated accuracy of +/- 6 seconds.
 FS0516
 FS0516.The orthometric height was determined by differential leveling
 FS0516.and adjusted by the National Geodetic Survey in June 1991..
 FS0516
 FS0516.The geoid height was determined by GEOID03.
 FS0516
 FS0516.The dynamic height is computed by dividing the NAVD 88
 FS0516.geopotential number by the normal gravity value computed on the
 FS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0516.degrees latitude (g = 980.6199 gals.).
 FS0516
 FS0516.The modeled gravity was interpolated from observed gravity values.
 FS0516.The observed gravity was obtained from relative gravimeter ties
 FS0516.to the IGSN71 gravity network.
 FS0516
 FS0516;                    North         East    Units  Estimated Accuracy
 FS0516;SPC AZ W     -   490,060.      165,610.      MT  (+/- 180 meters Scaled)
 FS0516
 FS0516                          SUPERSEDED SURVEY CONTROL
 FS0516
 FS0516  NGVD 29 (??/??/92) 1085.658  (m)         3561.86   (f) ADJ UNCH    1 2
 FS0516
 FS0516.Superseded values are not recommended for survey control.
 FS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0516.See file dsdata.txt to determine how the superseded data were derived.
 FS0516
 FS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV473227(NAD 83)
 FS0516_MARKER: DB = BENCH MARK DISK
 FS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0516_STAMPING: E 60 1934
 FS0516_MARK LOGO: CGS   
 FS0516_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0516+STABILITY: SURFACE MOTION
 FS0516
 FS0516  HISTORY     - Date     Condition        Report By
 FS0516  HISTORY     - 1934     MONUMENTED       CGS
 FS0516  HISTORY     - 1940     GOOD             NGS
 FS0516  HISTORY     - 1982     GOOD             NGS
 FS0516
 FS0516                          STATION DESCRIPTION
 FS0516
 FS0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0516'4.8 MI NW FROM CHLORIDE.
 FS0516'4.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 0.3 MILE
 FS0516'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 93 AND A ROAD
 FS0516'LEADING TO PRODUCERS MINES INC., 0.1 MILE NORTHWEST OF THE POINT
 FS0516'WHERE U.S. HIGHWAY 93 CROSSES THE OLD ROAD, ABOUT 300 FEET SOUTH
 FS0516'OF THE CENTERLINE OF THE HIGHWAY, 84 FEET EAST OF
 FS0516'POWER-TRANSMISSION LINE POLE 515, 30 FEET SOUTH OF THE CENTERLINE
 FS0516'OF THE OLD ROAD AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FS0516'POST.  A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE
 FS0516'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0516
 FS0516                          STATION RECOVERY (1982)
 FS0516
 FS0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0516'2.4 KM (1.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0516'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 7.7 KM (4.8 MI) NORTHWEST OF
 FS0516'CHLORIDE, 0.8 KM (0.5 MI) NORTHWEST OF THE BRIDGE OVER BIG WASH, 0.5
 FS0516'KM (0.3 MI) NORTHWEST OF THE JUNCTION OF OLD CHLORIDE ROAD, 0.2 KM
 FS0516'(0.1 MI) SOUTHEAST OF MILEPOST 51, 91.3 METERS (300 FT) SOUTHWEST OF
 FS0516'THE CENTERLINE OF THE HIGHWAY, 25.6 METERS (84 FT) SOUTHEAST OF A
 FS0516'POWER LINE POLE, 9.1 METERS (30 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0516'OLD HIGHWAY, 60 METERS (197 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 FS0516'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FS0516'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0009 ***********************************************************************
 FR0009  DESIGNATION -  E 61
 FR0009  PID         -  FR0009
 FR0009  STATE/COUNTY-  AZ/COCONINO
 FR0009  USGS QUAD   -  HOWARD LAKE (1989)
 FR0009
 FR0009                         *CURRENT SURVEY CONTROL
 FR0009  ___________________________________________________________________
 FR0009* NAD 83(1986)-  35 37 09.     (N)    112 11 26.     (W)     SCALED    
 FR0009* NAVD 88     -      1825.097  (meters)    5987.84   (feet)  POSTED    
 FR0009  ___________________________________________________________________
 FR0009  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FR0009  DYNAMIC HT  -        1822.680 (meters)    5979.91  (feet)  COMP
 FR0009  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 FR0009
 FR0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0009
 FR0009.The horizontal coordinates were scaled from a topographic map and have
 FR0009.an estimated accuracy of +/- 6 seconds.
 FR0009
 FR0009.The orthometric height was determined by differential leveling
 FR0009.and adjusted by the National Geodetic Survey in 1992..
 FR0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0009.rate of 0.0 thru 1.0 mm/km.
 FR0009
 FR0009.The geoid height was determined by GEOID03.
 FR0009
 FR0009.The dynamic height is computed by dividing the NAVD 88
 FR0009.geopotential number by the normal gravity value computed on the
 FR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0009.degrees latitude (g = 980.6199 gals.).
 FR0009
 FR0009.The modeled gravity was interpolated from observed gravity values.
 FR0009
 FR0009;                    North         East    Units  Estimated Accuracy
 FR0009;SPC AZ C     -   512,300.      188,550.      MT  (+/- 180 meters Scaled)
 FR0009
 FR0009                          SUPERSEDED SURVEY CONTROL
 FR0009
 FR0009  NGVD 29 (??/??/92) 1824.226  (m)         5984.98   (f) ADJ UNCH    2 0
 FR0009
 FR0009.Superseded values are not recommended for survey control.
 FR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0009.See file dsdata.txt to determine how the superseded data were derived.
 FR0009
 FR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE921423(NAD 83)
 FR0009_MARKER: DB = BENCH MARK DISK
 FR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0009_STAMPING: E 61 1934
 FR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0009+STABILITY: SURFACE MOTION
 FR0009
 FR0009  HISTORY     - Date     Condition        Report By
 FR0009  HISTORY     - 1934     MONUMENTED       CGS
 FR0009  HISTORY     - 1955     GOOD             NGS
 FR0009
 FR0009                          STATION DESCRIPTION
 FR0009
 FR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0009'27.25 MI N FROM WILLIAMS.
 FR0009'ABOUT 27-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0009'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE
 FR0009'26-1/2, 33 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET SOUTH
 FR0009'OF A POLE.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A
 FR0009'CONCRETE POST.
 FR0009
 FR0009                          STATION RECOVERY (1955)
 FR0009
 FR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0180 ***********************************************************************
 GP0180  DESIGNATION -  E 62
 GP0180  PID         -  GP0180
 GP0180  STATE/COUNTY-  AZ/COCONINO
 GP0180  USGS QUAD   -  DESERT VIEW (1988)
 GP0180
 GP0180                         *CURRENT SURVEY CONTROL
 GP0180  ___________________________________________________________________
 GP0180* NAD 83(1986)-  36 02 38.     (N)    111 49 34.     (W)     SCALED    
 GP0180* NAVD 88     -      2268.242  (meters)    7441.72   (feet)  POSTED    
 GP0180  ___________________________________________________________________
 GP0180  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GP0180  DYNAMIC HT  -        2265.090 (meters)    7431.38  (feet)  COMP
 GP0180  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 GP0180
 GP0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0180
 GP0180.The horizontal coordinates were scaled from a topographic map and have
 GP0180.an estimated accuracy of +/- 6 seconds.
 GP0180
 GP0180.The orthometric height was determined by differential leveling
 GP0180.and adjusted by the National Geodetic Survey in 1992..
 GP0180.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0180.rate of 0.0 thru 1.0 mm/km.
 GP0180
 GP0180.The geoid height was determined by GEOID03.
 GP0180
 GP0180.The dynamic height is computed by dividing the NAVD 88
 GP0180.geopotential number by the normal gravity value computed on the
 GP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0180.degrees latitude (g = 980.6199 gals.).
 GP0180
 GP0180.The modeled gravity was interpolated from observed gravity values.
 GP0180
 GP0180;                    North         East    Units  Estimated Accuracy
 GP0180;SPC AZ C     -   559,390.      221,520.      MT  (+/- 180 meters Scaled)
 GP0180
 GP0180                          SUPERSEDED SURVEY CONTROL
 GP0180
 GP0180  NGVD 29 (??/??/92) 2267.163  (m)         7438.18   (f) ADJ UNCH    2 0
 GP0180
 GP0180.Superseded values are not recommended for survey control.
 GP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0180.See file dsdata.txt to determine how the superseded data were derived.
 GP0180
 GP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE255891(NAD 83)
 GP0180_MARKER: DB = BENCH MARK DISK
 GP0180_SETTING: 66 = SET IN ROCK OUTCROP
 GP0180_SP_SET: LIMESTONE LEDGE
 GP0180_STAMPING: E 62 1934
 GP0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0180+STABILITY: POSITION/ELEVATION WELL
 GP0180
 GP0180  HISTORY     - Date     Condition        Report By
 GP0180  HISTORY     - 1934     MONUMENTED       CGS
 GP0180  HISTORY     - 20050721 MARK NOT FOUND   GEOCAC
 GP0180
 GP0180                          STATION DESCRIPTION
 GP0180
 GP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0180'25.0 MI E FROM GRAND CANYON.
 GP0180'ABOUT 25.0 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0180'GRAND CANYON, COCONINO COUNTY, AT DESERT VIEW (FRED HARVEY INDIAN
 GP0180'TOWER), AT THE RIM OF THE CANYON, ABOUT 46 YARDS NORTH OF PINE SLAB
 GP0180'CABIN, 66 FEET NORTHEAST OF THE EAST WINDOW OF THE WATCH TOWER, 52
 GP0180'FEET NORTH OF A STONE STEP AND RAIL, IN THE TOP OF THE NORTHEAST END
 GP0180'OF THE UPPER LEDGE OF AGATIZED LIMESTONE, AND 2-1/2 FEET SOUTH OF A
 GP0180'POINT 10 FEET WEST OF THE EDGE OF THE LEDGE.  A STANDARD DISK, STAMPED
 GP0180'E 62 1934.  NOTE-- 6/61 USGS REPORT-- MARK COULD POSSIBLY BE REACHED
 GP0180'FOM SOUTH, BUT VISUAL INSPECTION INDICATED A VERY DIFFICULT CLIMB.
 GP0180'MARK LOCATED AT DESERT VIEW ON THE S RIM OF THE LITTLE COLO. RIVER
 GP0180'ABOUT 25 MILES E OF GRAND CANYON VILLAGE ON A ROCKY POINT ABOUT 100
 GP0180'FEET N OF STONE OBN. TOWER.
 GP0180
 GP0180                          STATION RECOVERY (2005)
 GP0180
 GP0180'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GP0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0133 ***********************************************************************
 FQ0133  DESIGNATION -  E 64
 FQ0133  PID         -  FQ0133
 FQ0133  STATE/COUNTY-  AZ/NAVAJO
 FQ0133  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0133
 FQ0133                         *CURRENT SURVEY CONTROL
 FQ0133  ___________________________________________________________________
 FQ0133* NAD 83(1986)-  35 52 29.     (N)    110 36 53.     (W)     SCALED    
 FQ0133* NAVD 88     -      1729.721  (meters)    5674.93   (feet)  ADJUSTED  
 FQ0133  ___________________________________________________________________
 FQ0133  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FQ0133  DYNAMIC HT  -        1727.497 (meters)    5667.63  (feet)  COMP
 FQ0133  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 FQ0133
 FQ0133  VERT ORDER  -  SECOND    CLASS 0
 FQ0133
 FQ0133.The horizontal coordinates were scaled from a topographic map and have
 FQ0133.an estimated accuracy of +/- 6 seconds.
 FQ0133
 FQ0133.The orthometric height was determined by differential leveling
 FQ0133.and adjusted by the National Geodetic Survey in June 1991..
 FQ0133
 FQ0133.The geoid height was determined by GEOID03.
 FQ0133
 FQ0133.The dynamic height is computed by dividing the NAVD 88
 FQ0133.geopotential number by the normal gravity value computed on the
 FQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0133.degrees latitude (g = 980.6199 gals.).
 FQ0133
 FQ0133.The modeled gravity was interpolated from observed gravity values.
 FQ0133
 FQ0133;                    North         East    Units  Estimated Accuracy
 FQ0133;SPC AZ E     -   540,710.      172,900.      MT  (+/- 180 meters Scaled)
 FQ0133
 FQ0133                          SUPERSEDED SURVEY CONTROL
 FQ0133
 FQ0133  NGVD 29 (??/??/92) 1728.847  (m)         5672.06   (f) ADJ UNCH    2 0
 FQ0133
 FQ0133.Superseded values are not recommended for survey control.
 FQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0133.See file dsdata.txt to determine how the superseded data were derived.
 FQ0133
 FQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE347701(NAD 83)
 FQ0133_MARKER: DB = BENCH MARK DISK
 FQ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0133_SP_SET: CONCRETE BASE
 FQ0133_STAMPING: E 64 1934
 FQ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0133
 FQ0133  HISTORY     - Date     Condition        Report By
 FQ0133  HISTORY     - 1934     MONUMENTED       CGS
 FQ0133  HISTORY     - 1956     GOOD             NGS
 FQ0133  HISTORY     - 19860603 MARK NOT FOUND   USGS
 FQ0133
 FQ0133                          STATION DESCRIPTION
 FQ0133
 FQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0133'IN ORAIBI.
 FQ0133'AT ORAIBI, NAVAJO COUNTY, AT ORAIBI TRADING POST, 56 FEET SOUTHEAST OF
 FQ0133'THE SOUTHEAST CORNER , IN THE TOP OF THE CONCRETE BASE OF THE GASOLINE
 FQ0133'PUMP, AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0133'DISK, STAMPED E 64 1934.
 FQ0133
 FQ0133                          STATION RECOVERY (1956)
 FQ0133
 FQ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0133'RECOVERED IN GOOD CONDITION.
 FQ0133
 FQ0133                          STATION RECOVERY (1986)
 FQ0133
 FQ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0519 ***********************************************************************
 DU0519  DESIGNATION -  E 67
 DU0519  PID         -  DU0519
 DU0519  STATE/COUNTY-  AZ/PINAL
 DU0519  USGS QUAD   -  FLORENCE SE (1965)
 DU0519
 DU0519                         *CURRENT SURVEY CONTROL
 DU0519  ___________________________________________________________________
 DU0519* NAD 83(1986)-  33 04 46.     (N)    111 19 36.     (W)     SCALED    
 DU0519* NAVD 88     -       462.65   (+/-2cm)    1517.9    (feet)  VERTCON   
 DU0519  ___________________________________________________________________
 DU0519  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0519
 DU0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0519
 DU0519.The horizontal coordinates were scaled from a topographic map and have
 DU0519.an estimated accuracy of +/- 6 seconds.
 DU0519
 DU0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0519.The vertical order pertains to the NGVD 29 superseded value.
 DU0519
 DU0519.The geoid height was determined by GEOID03.
 DU0519
 DU0519;                    North         East    Units  Estimated Accuracy
 DU0519;SPC AZ C     -   230,720.      268,440.      MT  (+/- 180 meters Scaled)
 DU0519
 DU0519                          SUPERSEDED SURVEY CONTROL
 DU0519
 DU0519  NGVD 29 (??/??/92)  462.081  (m)         1516.01   (f) ADJ UNCH    2 0
 DU0519
 DU0519.Superseded values are not recommended for survey control.
 DU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0519.See file dsdata.txt to determine how the superseded data were derived.
 DU0519
 DU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB695601(NAD 83)
 DU0519_MARKER: DB = BENCH MARK DISK
 DU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0519_STAMPING: E 67 1934
 DU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0519+STABILITY: SURFACE MOTION
 DU0519
 DU0519  HISTORY     - Date     Condition        Report By
 DU0519  HISTORY     - 1934     MONUMENTED       CGS
 DU0519
 DU0519                          STATION DESCRIPTION
 DU0519
 DU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0519'4.0 MI E FROM FLORENCE.
 DU0519'4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FLORENCE, 3
 DU0519'FEET WEST OF MILEPOST 963, AND 32 FEET SOUTH OF THE CENTERLINE OF THE
 DU0519'TRACK.  A STANDARD DISK, STAMPED E 67 1934 AND SET IN THE TOP OF A
 DU0519'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0780 ***********************************************************************
 DU0780  DESIGNATION -  E 68
 DU0780  PID         -  DU0780
 DU0780  STATE/COUNTY-  AZ/MARICOPA
 DU0780  USGS QUAD   -  HIGLEY (1981)
 DU0780
 DU0780                         *CURRENT SURVEY CONTROL
 DU0780  ___________________________________________________________________
 DU0780* NAD 83(1986)-  33 16 29.     (N)    111 39 52.     (W)     SCALED    
 DU0780* NAVD 88     -       416.68   (+/-2cm)    1367.1    (feet)  VERTCON   
 DU0780  ___________________________________________________________________
 DU0780  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0780
 DU0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0780
 DU0780.The horizontal coordinates were scaled from a topographic map and have
 DU0780.an estimated accuracy of +/- 6 seconds.
 DU0780
 DU0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0780.The vertical order pertains to the NGVD 29 superseded value.
 DU0780
 DU0780.The geoid height was determined by GEOID03.
 DU0780
 DU0780;                    North         East    Units  Estimated Accuracy
 DU0780;SPC AZ C     -   252,250.      236,860.      MT  (+/- 180 meters Scaled)
 DU0780
 DU0780                          SUPERSEDED SURVEY CONTROL
 DU0780
 DU0780  NGVD 29 (??/??/92)  416.180  (m)         1365.42   (f) ADJ UNCH    2 0
 DU0780
 DU0780.Superseded values are not recommended for survey control.
 DU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0780.See file dsdata.txt to determine how the superseded data were derived.
 DU0780
 DU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB381819(NAD 83)
 DU0780_MARKER: DB = BENCH MARK DISK
 DU0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0780_STAMPING: E-68 1934
 DU0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0780+STABILITY: SURFACE MOTION
 DU0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0780+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 DU0780
 DU0780  HISTORY     - Date     Condition        Report By
 DU0780  HISTORY     - 1934     MONUMENTED       CGS
 DU0780  HISTORY     - 20040508 GOOD             GEOCAC
 DU0780
 DU0780                          STATION DESCRIPTION
 DU0780
 DU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0780'4.0 MI SE FROM HIGLEY.
 DU0780'4.0 MI SOUTHEAST OF, ON S.P. RY. (2.1 MI NORTHWEST OF RITTEN HOUSE)
 DU0780'ABOUT 0.4 MI EAST OF GERMANN, 91 FEET SOUTHWEST OF MILE POLE NO. 936,
 DU0780'94 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 40 FEET NORTH OF THE
 DU0780'CENTERLINE OF THE HIGHWAY.
 DU0780
 DU0780                          STATION RECOVERY (2004)
 DU0780
 DU0780'RECOVERY NOTE BY GEOCACHING 2004 (JMH)
 DU0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0199 ***********************************************************************
 GP0199  DESIGNATION -  E 7
 GP0199  PID         -  GP0199
 GP0199  STATE/COUNTY-  AZ/COCONINO
 GP0199  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0199
 GP0199                         *CURRENT SURVEY CONTROL
 GP0199  ___________________________________________________________________
 GP0199* NAD 83(1986)-  36 37 49.     (N)    111 39 28.     (W)     SCALED    
 GP0199* NAVD 88     -      1547.683  (meters)    5077.69   (feet)  POSTED    
 GP0199  ___________________________________________________________________
 GP0199  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0199  DYNAMIC HT  -        1545.820 (meters)    5071.58  (feet)  COMP
 GP0199  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 GP0199
 GP0199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0199
 GP0199.The horizontal coordinates were scaled from a topographic map and have
 GP0199.an estimated accuracy of +/- 6 seconds.
 GP0199
 GP0199.The orthometric height was determined by differential leveling
 GP0199.and adjusted by the National Geodetic Survey in 1992..
 GP0199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0199.rate of 1.1 thru 2.0 mm/km.
 GP0199
 GP0199.The geoid height was determined by GEOID03.
 GP0199
 GP0199.The dynamic height is computed by dividing the NAVD 88
 GP0199.geopotential number by the normal gravity value computed on the
 GP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0199.degrees latitude (g = 980.6199 gals.).
 GP0199
 GP0199.The modeled gravity was interpolated from observed gravity values.
 GP0199
 GP0199;                    North         East    Units  Estimated Accuracy
 GP0199;SPC AZ C     -   624,480.      236,510.      MT  (+/- 180 meters Scaled)
 GP0199
 GP0199                          SUPERSEDED SURVEY CONTROL
 GP0199
 GP0199  NGVD 29 (??/??/92) 1546.708  (m)         5074.49   (f) ADJ UNCH    1 2
 GP0199
 GP0199.Superseded values are not recommended for survey control.
 GP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0199.See file dsdata.txt to determine how the superseded data were derived.
 GP0199
 GP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF411540(NAD 83)
 GP0199_MARKER: DB = BENCH MARK DISK
 GP0199_SETTING: 80 = SET IN A BOULDER
 GP0199_SP_SET: BOULDER
 GP0199_STAMPING: E 7 1921
 GP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0199+STABILITY: SURFACE MOTION
 GP0199
 GP0199  HISTORY     - Date     Condition        Report By
 GP0199  HISTORY     - 1921     MONUMENTED       CGS
 GP0199  HISTORY     - 1962     GOOD             NGS
 GP0199  HISTORY     - 1978     GOOD             USGS
 GP0199  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0199
 GP0199                          STATION DESCRIPTION
 GP0199
 GP0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0199'0.9 MI SW FROM BITTER SPRINGS.
 GP0199'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0199'STATION AT BITTER SPRINGS.  THENCE 0.25 MILE WEST ALONG A DIM TRAIL
 GP0199'ROAD.  THENCE 0.1 MILE SOUTH ALONG AN ABANDONED ROAD BED, 10 FEET EAST
 GP0199'OF THE CENTERLINE OF THE ABANDONED ROAD BED, 5.5 FEET WEST OF A METAL
 GP0199'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD BED LEVEL, AND SET IN THE
 GP0199'TOP OF A 3 FOOT SQUARE RED SANDSTONE BOULDER WHICH PROJECTS 2 FEET
 GP0199'ABOVE THE GROUND.
 GP0199
 GP0199                          STATION RECOVERY (1978)
 GP0199
 GP0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0199'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0199'SPRING, 0.35 MILE S. OF ALONG HWY 89. REMAINDER OF DESCRIPTION IS
 GP0199'ADEQUATE.
 GP0199
 GP0199                          STATION RECOVERY (1993)
 GP0199
 GP0199'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0315 ***********************************************************************
 DT0315  DESIGNATION -  E 70
 DT0315  PID         -  DT0315
 DT0315  STATE/COUNTY-  AZ/GREENLEE
 DT0315  USGS QUAD   -  ROSE PEAK (1967)
 DT0315
 DT0315                         *CURRENT SURVEY CONTROL
 DT0315  ___________________________________________________________________
 DT0315* NAD 83(1986)-  33 29 09.     (N)    109 20 50.     (W)     SCALED    
 DT0315* NAVD 88     -      2183.566  (meters)    7163.92   (feet)  ADJUSTED  
 DT0315  ___________________________________________________________________
 DT0315  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 DT0315  DYNAMIC HT  -        2180.047 (meters)    7152.37  (feet)  COMP
 DT0315  MODELED GRAV-     978,946.9   (mgal)                       NAVD 88
 DT0315
 DT0315  VERT ORDER  -  SECOND    CLASS 0
 DT0315
 DT0315.The horizontal coordinates were scaled from a topographic map and have
 DT0315.an estimated accuracy of +/- 6 seconds.
 DT0315
 DT0315.The orthometric height was determined by differential leveling
 DT0315.and adjusted by the National Geodetic Survey in June 1991..
 DT0315
 DT0315.The geoid height was determined by GEOID03.
 DT0315
 DT0315.The dynamic height is computed by dividing the NAVD 88
 DT0315.geopotential number by the normal gravity value computed on the
 DT0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0315.degrees latitude (g = 980.6199 gals.).
 DT0315
 DT0315.The modeled gravity was interpolated from observed gravity values.
 DT0315
 DT0315;                    North         East    Units  Estimated Accuracy
 DT0315;SPC AZ E     -   275,930.      289,510.      MT  (+/- 180 meters Scaled)
 DT0315
 DT0315                          SUPERSEDED SURVEY CONTROL
 DT0315
 DT0315  NGVD 29 (??/??/92) 2182.531  (m)         7160.52   (f) ADJ UNCH    2 0
 DT0315
 DT0315.Superseded values are not recommended for survey control.
 DT0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0315.See file dsdata.txt to determine how the superseded data were derived.
 DT0315
 DT0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC535063(NAD 83)
 DT0315_MARKER: DB = BENCH MARK DISK
 DT0315_SETTING: 66 = SET IN ROCK OUTCROP
 DT0315_SP_SET: MALPAIS ROCK
 DT0315_STAMPING: E-70 1934
 DT0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0315+STABILITY: POSITION/ELEVATION WELL
 DT0315
 DT0315  HISTORY     - Date     Condition        Report By
 DT0315  HISTORY     - 1934     MONUMENTED       CGS
 DT0315  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0315
 DT0315                          STATION DESCRIPTION
 DT0315
 DT0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0315'43.1 MI S FROM ALPINE.
 DT0315'43.1 MI SOUTH ON STATE HWY NO.71 ABOUT 100 YDS SOUTH OF A 24 IN. G.I.
 DT0315'CULVERT, ALSO ABOUT 350 YDS NORTH OF A G.I. CULVERT 70 FEET EAST OF A
 DT0315'FENCE LINE AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0315
 DT0315                          STATION RECOVERY (1967)
 DT0315
 DT0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0077 ***********************************************************************
 FQ0077  DESIGNATION -  E 71
 FQ0077  PID         -  FQ0077
 FQ0077  STATE/COUNTY-  AZ/COCONINO
 FQ0077  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0077
 FQ0077                         *CURRENT SURVEY CONTROL
 FQ0077  ___________________________________________________________________
 FQ0077* NAD 83(1986)-  35 28 39.     (N)    110 54 30.     (W)     SCALED    
 FQ0077* NAVD 88     -      1499.900  (meters)    4920.92   (feet)  ADJUSTED  
 FQ0077  ___________________________________________________________________
 FQ0077  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0077  DYNAMIC HT  -        1497.974 (meters)    4914.60  (feet)  COMP
 FQ0077  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 FQ0077
 FQ0077  VERT ORDER  -  SECOND    CLASS 0
 FQ0077
 FQ0077.The horizontal coordinates were scaled from a topographic map and have
 FQ0077.an estimated accuracy of +/- 6 seconds.
 FQ0077
 FQ0077.The orthometric height was determined by differential leveling
 FQ0077.and adjusted by the National Geodetic Survey in June 1991..
 FQ0077
 FQ0077.The geoid height was determined by GEOID03.
 FQ0077
 FQ0077.The dynamic height is computed by dividing the NAVD 88
 FQ0077.geopotential number by the normal gravity value computed on the
 FQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0077.degrees latitude (g = 980.6199 gals.).
 FQ0077
 FQ0077.The modeled gravity was interpolated from observed gravity values.
 FQ0077
 FQ0077;                    North         East    Units  Estimated Accuracy
 FQ0077;SPC AZ C     -   497,010.      304,860.      MT  (+/- 180 meters Scaled)
 FQ0077
 FQ0077                          SUPERSEDED SURVEY CONTROL
 FQ0077
 FQ0077  NGVD 29 (??/??/92) 1499.132  (m)         4918.40   (f) ADJ UNCH    2 0
 FQ0077
 FQ0077.Superseded values are not recommended for survey control.
 FQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0077.See file dsdata.txt to determine how the superseded data were derived.
 FQ0077
 FQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE083260(NAD 83)
 FQ0077_MARKER: DB = BENCH MARK DISK
 FQ0077_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0077_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0077_STAMPING: E 71 1934
 FQ0077_MARK LOGO: CGS   
 FQ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0077+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1968
 FQ0077
 FQ0077  HISTORY     - Date     Condition        Report By
 FQ0077  HISTORY     - 1934     MONUMENTED       CGS
 FQ0077  HISTORY     - 19680614 GOOD             USGS
 FQ0077
 FQ0077                          STATION DESCRIPTION
 FQ0077
 FQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0077'18.4 MI NE FROM LEUPP.
 FQ0077'18.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0077'COCONINO COUNTY, ABOUT 0.4 MILE SOUTH OF A WOODEN BRIDGE, AND ABOUT 50
 FQ0077'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FQ0077'E 71 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7
 FQ0077'INCHES ABOVE GROUND.
 FQ0077
 FQ0077                          STATION RECOVERY (1968)
 FQ0077
 FQ0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0022 ***********************************************************************
 FQ0022  DESIGNATION -  E 72
 FQ0022  PID         -  FQ0022
 FQ0022  STATE/COUNTY-  AZ/NAVAJO
 FQ0022  USGS QUAD   -  WHITE CONE (1991)
 FQ0022
 FQ0022                         *CURRENT SURVEY CONTROL
 FQ0022  ___________________________________________________________________
 FQ0022* NAD 83(1986)-  35 35 27.     (N)    110 05 52.     (W)     SCALED    
 FQ0022* NAVD 88     -      1842.317  (meters)    6044.34   (feet)  ADJUSTED  
 FQ0022  ___________________________________________________________________
 FQ0022  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 FQ0022  DYNAMIC HT  -        1839.849 (meters)    6036.24  (feet)  COMP
 FQ0022  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 FQ0022
 FQ0022  VERT ORDER  -  SECOND    CLASS 0
 FQ0022
 FQ0022.The horizontal coordinates were scaled from a topographic map and have
 FQ0022.an estimated accuracy of +/- 6 seconds.
 FQ0022
 FQ0022.The orthometric height was determined by differential leveling
 FQ0022.and adjusted by the National Geodetic Survey in June 1991..
 FQ0022
 FQ0022.The geoid height was determined by GEOID03.
 FQ0022
 FQ0022.The dynamic height is computed by dividing the NAVD 88
 FQ0022.geopotential number by the normal gravity value computed on the
 FQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0022.degrees latitude (g = 980.6199 gals.).
 FQ0022
 FQ0022.The modeled gravity was interpolated from observed gravity values.
 FQ0022
 FQ0022;                    North         East    Units  Estimated Accuracy
 FQ0022;SPC AZ E     -   509,120.      219,600.      MT  (+/- 180 meters Scaled)
 FQ0022
 FQ0022                          SUPERSEDED SURVEY CONTROL
 FQ0022
 FQ0022  NGVD 29 (??/??/92) 1841.403  (m)         6041.34   (f) ADJ UNCH    2 0
 FQ0022
 FQ0022.Superseded values are not recommended for survey control.
 FQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0022.See file dsdata.txt to determine how the superseded data were derived.
 FQ0022
 FQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE817389(NAD 83)
 FQ0022_MARKER: DB = BENCH MARK DISK
 FQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0022_STAMPING: E 72 1934
 FQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0022+STABILITY: SURFACE MOTION
 FQ0022
 FQ0022  HISTORY     - Date     Condition        Report By
 FQ0022  HISTORY     - 1934     MONUMENTED       CGS
 FQ0022  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0022
 FQ0022                          STATION DESCRIPTION
 FQ0022
 FQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0022'13.4 MI N FROM INDIAN WELLS.
 FQ0022'13.4 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0022'COUNTY, 3.0 MILES NORTHWEST OF THE WHITE CONE TRADING POST, NEAR THE
 FQ0022'CENTER OF A WIDE VALLEY, AND 42 FEET EAST OF THE CENTERLINE OF THE
 FQ0022'ROAD.  A STANDARD DISK, STAMPED E 72 1934 AND SET IN THE TOP OF A
 FQ0022'CONCRETE POST.
 FQ0022
 FQ0022                          STATION RECOVERY (1965)
 FQ0022
 FQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0333 ***********************************************************************
 FP0333  DESIGNATION -  E 73
 FP0333  PID         -  FP0333
 FP0333  STATE/COUNTY-  AZ/APACHE
 FP0333  USGS QUAD   -  GANADO MESA SW (1972)
 FP0333
 FP0333                         *CURRENT SURVEY CONTROL
 FP0333  ___________________________________________________________________
 FP0333* NAD 83(1986)-  35 46 38.     (N)    109 43 54.     (W)     SCALED    
 FP0333* NAVD 88     -      1964.897  (meters)    6446.50   (feet)  ADJUSTED  
 FP0333  ___________________________________________________________________
 FP0333  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FP0333  DYNAMIC HT  -        1962.254 (meters)    6437.83  (feet)  COMP
 FP0333  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 FP0333
 FP0333  VERT ORDER  -  SECOND    CLASS 0
 FP0333
 FP0333.The horizontal coordinates were scaled from a topographic map and have
 FP0333.an estimated accuracy of +/- 6 seconds.
 FP0333
 FP0333.The orthometric height was determined by differential leveling
 FP0333.and adjusted by the National Geodetic Survey in June 1991..
 FP0333
 FP0333.The geoid height was determined by GEOID03.
 FP0333
 FP0333.The dynamic height is computed by dividing the NAVD 88
 FP0333.geopotential number by the normal gravity value computed on the
 FP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0333.degrees latitude (g = 980.6199 gals.).
 FP0333
 FP0333.The modeled gravity was interpolated from observed gravity values.
 FP0333
 FP0333;                    North         East    Units  Estimated Accuracy
 FP0333;SPC AZ E     -   529,880.      252,690.      MT  (+/- 180 meters Scaled)
 FP0333
 FP0333                          SUPERSEDED SURVEY CONTROL
 FP0333
 FP0333  NGVD 29 (??/??/92) 1963.953  (m)         6443.40   (f) ADJ UNCH    2 0
 FP0333
 FP0333.Superseded values are not recommended for survey control.
 FP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0333.See file dsdata.txt to determine how the superseded data were derived.
 FP0333
 FP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE146599(NAD 83)
 FP0333_MARKER: DB = BENCH MARK DISK
 FP0333_SETTING: 0 = UNSPECIFIED SETTING
 FP0333_STAMPING: E 73 1934
 FP0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0333
 FP0333  HISTORY     - Date     Condition        Report By
 FP0333  HISTORY     - 1934     MONUMENTED       CGS
 FP0333  HISTORY     - 1972     GOOD             USGS
 FP0333
 FP0333                          STATION DESCRIPTION
 FP0333
 FP0333'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0333'12.6 MI W FROM GANADO.
 FP0333'FROM THE INTERSECTION OF STATE HWYS 264 AND 63 IN GANADO, GO WEST 12.6
 FP0333'MILES TO THE TOP OF A RIDGE AND A TELEPHONE POLE.  BM IS 250 NORTH OF
 FP0333'THE CENTER OF THE HWY, 150 FEET NORTH OF RIGHT AWAY MARKER (PT2130 X
 FP0333'35.37), 68 FEET NORTH OF AN OLD ABANDON ROAD AND AT THE SOUTH EDGE OF
 FP0333'ANOTHER ABANDON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0218 ***********************************************************************
 ER0218  DESIGNATION -  E 74
 ER0218  PID         -  ER0218
 ER0218  STATE/COUNTY-  AZ/APACHE
 ER0218  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0218
 ER0218                         *CURRENT SURVEY CONTROL
 ER0218  ___________________________________________________________________
 ER0218* NAD 83(1986)-  34 08 54.     (N)    109 07 14.     (W)     SCALED    
 ER0218* NAVD 88     -      2157.638  (meters)    7078.85   (feet)  ADJUSTED  
 ER0218  ___________________________________________________________________
 ER0218  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ER0218  DYNAMIC HT  -        2154.301 (meters)    7067.90  (feet)  COMP
 ER0218  MODELED GRAV-     979,011.6   (mgal)                       NAVD 88
 ER0218
 ER0218  VERT ORDER  -  SECOND    CLASS 0
 ER0218
 ER0218.The horizontal coordinates were scaled from a topographic map and have
 ER0218.an estimated accuracy of +/- 6 seconds.
 ER0218
 ER0218.The orthometric height was determined by differential leveling
 ER0218.and adjusted by the National Geodetic Survey in June 1991..
 ER0218
 ER0218.The geoid height was determined by GEOID03.
 ER0218
 ER0218.The dynamic height is computed by dividing the NAVD 88
 ER0218.geopotential number by the normal gravity value computed on the
 ER0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0218.degrees latitude (g = 980.6199 gals.).
 ER0218
 ER0218.The modeled gravity was interpolated from observed gravity values.
 ER0218
 ER0218;                    North         East    Units  Estimated Accuracy
 ER0218;SPC AZ E     -   349,600.      309,830.      MT  (+/- 180 meters Scaled)
 ER0218
 ER0218                          SUPERSEDED SURVEY CONTROL
 ER0218
 ER0218  NGVD 29 (??/??/92) 2156.685  (m)         7075.72   (f) ADJ UNCH    2 0
 ER0218
 ER0218.Superseded values are not recommended for survey control.
 ER0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0218.See file dsdata.txt to determine how the superseded data were derived.
 ER0218
 ER0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC732801(NAD 83)
 ER0218_MARKER: DB = BENCH MARK DISK
 ER0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0218_SP_SET: BRIDGE
 ER0218_STAMPING: E 74 1934
 ER0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0218
 ER0218  HISTORY     - Date     Condition        Report By
 ER0218  HISTORY     - 1934     MONUMENTED       CGS
 ER0218
 ER0218                          STATION DESCRIPTION
 ER0218
 ER0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0218'9.5 MI E FROM SPRINGERVILLE.
 ER0218'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0218'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, (SOUTH) TURN RIGHT ON
 ER0218'GRAVEL ROAD AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S.
 ER0218'HWY. 60 AND GO 0.5 MILE TO A CONCRETE BRIDGE.  BM IS 12 FEET SOUTH OF
 ER0218'THE CENTER LINE OF ROAD, AND SET IN TOP OF THE EAST END OF THE SOUTH
 ER0218'CONCRETE HEAD WALL.  STAMPED E 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0276 ***********************************************************************
 CY0276  DESIGNATION -  E 75
 CY0276  PID         -  CY0276
 CY0276  STATE/COUNTY-  AZ/GREENLEE
 CY0276  USGS QUAD   -  ROUND MOUNTAIN (1986)
 CY0276
 CY0276                         *CURRENT SURVEY CONTROL
 CY0276  ___________________________________________________________________
 CY0276* NAD 83(1986)-  32 37 23.     (N)    109 03 40.     (W)     SCALED    
 CY0276* NAVD 88     -      1176.30   (+/-2cm)    3859.2    (feet)  VERTCON   
 CY0276  ___________________________________________________________________
 CY0276  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CY0276
 CY0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0276
 CY0276.The horizontal coordinates were scaled from a topographic map and have
 CY0276.an estimated accuracy of +/- 6 seconds.
 CY0276
 CY0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0276.The vertical order pertains to the NGVD 29 superseded value.
 CY0276
 CY0276.The geoid height was determined by GEOID03.
 CY0276
 CY0276;                    North         East    Units  Estimated Accuracy
 CY0276;SPC AZ E     -   180,490.      317,110.      MT  (+/- 180 meters Scaled)
 CY0276
 CY0276                          SUPERSEDED SURVEY CONTROL
 CY0276
 CY0276  NGVD 29 (??/??/92) 1175.607  (m)         3856.97   (f) ADJ UNCH    2 0
 CY0276
 CY0276.Superseded values are not recommended for survey control.
 CY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0276.See file dsdata.txt to determine how the superseded data were derived.
 CY0276
 CY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB819111(NAD 83)
 CY0276_MARKER: DB = BENCH MARK DISK
 CY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0276_STAMPING: E-75 1934
 CY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0276+STABILITY: SURFACE MOTION
 CY0276
 CY0276  HISTORY     - Date     Condition        Report By
 CY0276  HISTORY     - 1934     MONUMENTED       CGS
 CY0276
 CY0276                          STATION DESCRIPTION
 CY0276
 CY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0276'7.4 MI SE FROM DUNCAN.
 CY0276'7.4 MI. S.E. ALONG A. AND N.M. RY.  ABOUT 1/4 MI. S.E. OF A WINDMILL
 CY0276'AND WATERING TROUGH, 138 FT. N.W. OF MI. POST 1177, AND 60 FT. E. OF
 CY0276'THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0392 ***********************************************************************
 CG0392  DESIGNATION -  E 76
 CG0392  PID         -  CG0392
 CG0392  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0392  USGS QUAD   -  TUBAC (1981)
 CG0392
 CG0392                         *CURRENT SURVEY CONTROL
 CG0392  ___________________________________________________________________
 CG0392* NAD 83(1986)-  31 34 04.     (N)    111 02 33.     (W)     SCALED    
 CG0392* NAVD 88     -       993.37   (+/-2cm)    3259.1    (feet)  VERTCON   
 CG0392  ___________________________________________________________________
 CG0392  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0392
 CG0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0392
 CG0392.The horizontal coordinates were scaled from a topographic map and have
 CG0392.an estimated accuracy of +/- 6 seconds.
 CG0392
 CG0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0392.The vertical order pertains to the NGVD 29 superseded value.
 CG0392
 CG0392.The geoid height was determined by GEOID03.
 CG0392
 CG0392;                    North         East    Units  Estimated Accuracy
 CG0392;SPC AZ C     -    63,280.      296,340.      MT  (+/- 180 meters Scaled)
 CG0392
 CG0392                          SUPERSEDED SURVEY CONTROL
 CG0392
 CG0392  NGVD 29 (??/??/92)  992.526  (m)         3256.31   (f) ADJ UNCH    1 2
 CG0392
 CG0392.Superseded values are not recommended for survey control.
 CG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0392.See file dsdata.txt to determine how the superseded data were derived.
 CG0392
 CG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV959925(NAD 83)
 CG0392_MARKER: DB = BENCH MARK DISK
 CG0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0392_STAMPING: E 76 1934
 CG0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0392+STABILITY: SURFACE MOTION
 CG0392
 CG0392  HISTORY     - Date     Condition        Report By
 CG0392  HISTORY     - 1934     MONUMENTED       CGS
 CG0392  HISTORY     - 1953     GOOD             NGS
 CG0392
 CG0392                          STATION DESCRIPTION
 CG0392
 CG0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0392'9.8 MI S FROM AMADO.
 CG0392'9.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0392'WATER TANK AT AMADO, 4-1/4 POLES SOUTH OF AND ACROSS THE TRACK FROM
 CG0392'MILEPOLE 1031, EAST ACROSS THE TRACK FROM A LARGE RANCH BUILDING, 67.8
 CG0392'FEET WEST OF THE CENTER OF A METAL GATE, 43 FEET SOUTHEAST OF THE
 CG0392'CENTER OF THE CROSSING OF A DIRT FARM ROAD, 31.6 FEET EAST OF THE EAST
 CG0392'RAIL, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF
 CG0392'A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 CG0392'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0321 ***********************************************************************
 CG0321  DESIGNATION -  E 77
 CG0321  PID         -  CG0321
 CG0321  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0321  USGS QUAD   -  SONOITA (1983)
 CG0321
 CG0321                         *CURRENT SURVEY CONTROL
 CG0321  ___________________________________________________________________
 CG0321* NAD 83(1986)-  31 39 20.     (N)    110 42 44.     (W)     SCALED    
 CG0321* NAVD 88     -      1395.50   (+/-2cm)    4578.4    (feet)  VERTCON   
 CG0321  ___________________________________________________________________
 CG0321  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CG0321
 CG0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0321
 CG0321.The horizontal coordinates were scaled from a topographic map and have
 CG0321.an estimated accuracy of +/- 6 seconds.
 CG0321
 CG0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0321.The vertical order pertains to the NGVD 29 superseded value.
 CG0321
 CG0321.The geoid height was determined by GEOID03.
 CG0321
 CG0321;                    North         East    Units  Estimated Accuracy
 CG0321;SPC AZ C     -    73,310.      327,590.      MT  (+/- 180 meters Scaled)
 CG0321
 CG0321                          SUPERSEDED SURVEY CONTROL
 CG0321
 CG0321  NGVD 29 (??/??/92) 1394.604  (m)         4575.46   (f) ADJ UNCH    2 0
 CG0321
 CG0321.Superseded values are not recommended for survey control.
 CG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0321.See file dsdata.txt to determine how the superseded data were derived.
 CG0321
 CG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA272022(NAD 83)
 CG0321_MARKER: DB = BENCH MARK DISK
 CG0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0321_STAMPING: E 77 1934
 CG0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0321+STABILITY: SURFACE MOTION
 CG0321
 CG0321  HISTORY     - Date     Condition        Report By
 CG0321  HISTORY     - 1934     MONUMENTED       CGS
 CG0321  HISTORY     - 1947     GOOD             NGS
 CG0321  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0321
 CG0321                          STATION DESCRIPTION
 CG0321
 CG0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0321'4.1 MI SW FROM SONOITA.
 CG0321'4.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 CG0321'SONOITA, SANTA CRUZ COUNTY, AT THE CROSSING OF OLD STATE HIGHWAY 82,
 CG0321'35 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF THE
 CG0321'CENTERLINE OF THE OLD HIGHWAY, 45 FEET NORTHWEST OF A LARGE OAK TREE,
 CG0321'22 FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE LINE. A
 CG0321'STANDARD DISK, STAMPED E 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0321'POST.
 CG0321
 CG0321                          STATION RECOVERY (1998)
 CG0321
 CG0321'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0104 ***********************************************************************
 GP0104  DESIGNATION -  E 78
 GP0104  PID         -  GP0104
 GP0104  STATE/COUNTY-  AZ/COCONINO
 GP0104  USGS QUAD   -  PAGE (1985)
 GP0104
 GP0104                         *CURRENT SURVEY CONTROL
 GP0104  ___________________________________________________________________
 GP0104* NAD 83(1992)-  36 56 17.01019(N)    111 28 45.51351(W)     ADJUSTED  
 GP0104* NAVD 88     -      1158.365  (meters)    3800.40   (feet)  ADJUSTED  
 GP0104  ___________________________________________________________________
 GP0104  X           -  -1,869,285.914 (meters)                     COMP
 GP0104  Y           -  -4,750,488.839 (meters)                     COMP
 GP0104  Z           -   3,812,583.040 (meters)                     COMP
 GP0104  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GP0104  ELLIP HEIGHT-        1134.89  (meters)          (08/22/05) GPS OBS
 GP0104  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0104  DYNAMIC HT  -        1157.056 (meters)    3796.11  (feet)  COMP
 GP0104  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GP0104
 GP0104  HORZ ORDER  -  B
 GP0104  VERT ORDER  -  FIRST     CLASS II
 GP0104  ELLP ORDER  -  THIRD     CLASS I
 GP0104
 GP0104.The horizontal coordinates were established by GPS observations
 GP0104.and adjusted by the National Geodetic Survey in August 2005..
 GP0104
 GP0104.The orthometric height was determined by differential leveling
 GP0104.and adjusted by the National Geodetic Survey in June 1991..
 GP0104.WARNING-Repeat measurements at this control monument indicate possible
 GP0104.vertical movement.
 GP0104
 GP0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0104
 GP0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0104
 GP0104.The ellipsoidal height was determined by GPS observations
 GP0104.and is referenced to NAD 83.
 GP0104
 GP0104.The geoid height was determined by GEOID03.
 GP0104
 GP0104.The dynamic height is computed by dividing the NAVD 88
 GP0104.geopotential number by the normal gravity value computed on the
 GP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0104.degrees latitude (g = 980.6199 gals.).
 GP0104
 GP0104.The modeled gravity was interpolated from observed gravity values.
 GP0104
 GP0104;                    North         East     Units Scale Factor Converg.
 GP0104;SPC AZ C     -   658,686.042   252,317.675   MT  0.99991869   +0 15 46.2
 GP0104;SPC AZ C     - 2,161,043.44    827,813.89   iFT  0.99991869   +0 15 46.2
 GP0104;UTM  12      - 4,088,108.310   457,318.234   MT  0.99962244   -0 17 17.0
 GP0104
 GP0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0104!SPC AZ C     -   0.99982193  x   0.99991869  =   0.99974063
 GP0104!UTM  12      -   0.99982193  x   0.99962244  =   0.99944444
 GP0104
 GP0104                          SUPERSEDED SURVEY CONTROL
 GP0104
 GP0104  NAVD 88 (08/22/05) 1158.37   (m)         3800.4    (f) LEVELING    3  
 GP0104  NGVD 29 (??/??/92) 1157.498  (m)         3797.56   (f) ADJ UNCH    1 2
 GP0104
 GP0104.Superseded values are not recommended for survey control.
 GP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0104.See file dsdata.txt to determine how the superseded data were derived.
 GP0104
 GP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5731888108(NAD 83)
 GP0104_MARKER: DD = SURVEY DISK
 GP0104_SETTING: 66 = SET IN ROCK OUTCROP
 GP0104_SP_SET: SANDSTONE OUTCROP
 GP0104_STAMPING: BM E 78 1957
 GP0104_MARK LOGO: BOR   
 GP0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0104+STABILITY: POSITION/ELEVATION WELL
 GP0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0104+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0104
 GP0104  HISTORY     - Date     Condition        Report By
 GP0104  HISTORY     - 1957     MONUMENTED       BOR
 GP0104  HISTORY     - 1962     GOOD             NGS
 GP0104  HISTORY     - 1983     GOOD             NGS
 GP0104  HISTORY     - 20050401 GOOD             NGS
 GP0104
 GP0104                          STATION DESCRIPTION
 GP0104
 GP0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0104'0.6 MI NE FROM PAGE.
 GP0104'ABOUT 0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END
 GP0104'OF THE GLEN CANYON BRIDGE AT PAGE, TO A BLINKING LIGHT.  THENCE 0.15
 GP0104'MILE NORTH-NORTHEAST ALONG A GRAVELED ROAD TO A GUARD GATE.  THENCE
 GP0104'0.1 MILE WEST ALONG A PAVED ROAD.  THENCE 0.1 MILE NORTH ALONG A
 GP0104'GRAVELED ROAD ALONG THE SOUTHWEST SIDE OF A STEEL MESH FENCE.  163
 GP0104'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 GP0104'SANDSTONE OUTCROP WHICH IS ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD,
 GP0104'174 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STEEL MESH FENCE, 107
 GP0104'FEET NORTH-NORTHEAST OF POWER POLE NUMBER 18-12, 77 FEET WEST OF THE
 GP0104'WEST SIDE OF A MUSHROOM SHAPED SANDSTONE FORMATION, AND BETWEEN TWO
 GP0104'2-INCH METAL PIPES WHICH SUPPORT A 2X4-INCH BOARD WHICH PROTECTS THE
 GP0104'MARK.
 GP0104
 GP0104                          STATION RECOVERY (1983)
 GP0104
 GP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM
 GP0104'(0.1 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0104'GLEN CANYON BRIDGE IN PAGE, THENCE 0.16 KM (0.1 MI) NORTHWEST ALONG A
 GP0104'PAVED ROAD, IN TOP OF AND 5.1 METERS (17 FT) SOUTHEAST OF THE
 GP0104'NORTHWEST AND BOTTOM EDGE OF A SMALL SANDSTONE OUTCROP KNOLL ON THE
 GP0104'NORTH END OF A MASSIVE SANDSTONE OUTCROP FORMATION, AT THE SOUTH END
 GP0104'OF A GRADED CLEARING, 62.2 METERS (204 FT) NORTHEAST OF THE CENTER OF
 GP0104'THE PAVED ROAD, 69.8 METERS (229 FT) EAST OF THE T-JUNCTION OF A CHAIN
 GP0104'LINK FENCE FOR THE SECOND GATE ACROSS THE PAVED ROAD, 69.8 METERS
 GP0104'(229 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 1.5 METERS (5 FT)
 GP0104'ABOVE THE GRADED CLEARING.
 GP0104'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 GP0104'THE MARK IS 1.8 M ABOVE THE PAVED ROAD.
 GP0104
 GP0104                          STATION RECOVERY (2005)
 GP0104
 GP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0104'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0189 ***********************************************************************
 CF0189  DESIGNATION -  E 78
 CF0189  PID         -  CF0189
 CF0189  STATE/COUNTY-  AZ/COCHISE
 CF0189  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0189
 CF0189                         *CURRENT SURVEY CONTROL
 CF0189  ___________________________________________________________________
 CF0189* NAD 83(1986)-  31 44 50.     (N)    109 55 04.     (W)     SCALED    
 CF0189* NAVD 88     -      1591.43   (+/-2cm)    5221.2    (feet)  VERTCON   
 CF0189  ___________________________________________________________________
 CF0189  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0189
 CF0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0189
 CF0189.The horizontal coordinates were scaled from a topographic map and have
 CF0189.an estimated accuracy of +/- 6 seconds.
 CF0189
 CF0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0189.The vertical order pertains to the NGVD 29 superseded value.
 CF0189
 CF0189.The geoid height was determined by GEOID03.
 CF0189
 CF0189;                    North         East    Units  Estimated Accuracy
 CF0189;SPC AZ E     -    82,870.      236,940.      MT  (+/- 180 meters Scaled)
 CF0189
 CF0189                          SUPERSEDED SURVEY CONTROL
 CF0189
 CF0189  NGVD 29 (??/??/92) 1590.503  (m)         5218.18   (f) ADJ UNCH    2 0
 CF0189
 CF0189.Superseded values are not recommended for survey control.
 CF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0189.See file dsdata.txt to determine how the superseded data were derived.
 CF0189
 CF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA025129(NAD 83)
 CF0189_MARKER: DB = BENCH MARK DISK
 CF0189_SETTING: 80 = SET IN A BOULDER
 CF0189_SP_SET: BOULDER
 CF0189_STAMPING: E 78 1934
 CF0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0189+STABILITY: SURFACE MOTION
 CF0189
 CF0189  HISTORY     - Date     Condition        Report By
 CF0189  HISTORY     - 1934     MONUMENTED       CGS
 CF0189
 CF0189                          STATION DESCRIPTION
 CF0189
 CF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0189'6.1 MI W FROM GLEASON.
 CF0189'6.1 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0189'85 FEET SOUTHWEST OF A ROCK CAIRN, 45 FEET WEST OF THE WEST SIDE OF A
 CF0189'SADDLE, 72 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A ROCK
 CF0189'OUTCROP, AND IN THE TOP OF A LARGE  BOULDER.  A STANDARD DISK, STAMPED
 CF0189'E 78 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0105 ***********************************************************************
 GP0105  DESIGNATION -  E 79
 GP0105  PID         -  GP0105
 GP0105  STATE/COUNTY-  AZ/COCONINO
 GP0105  USGS QUAD   -  PAGE (1985)
 GP0105
 GP0105                         *CURRENT SURVEY CONTROL
 GP0105  ___________________________________________________________________
 GP0105* NAD 83(1986)-  36 56 17.     (N)    111 28 29.     (W)     SCALED    
 GP0105* NAVD 88     -      1184.884  (meters)    3887.41   (feet)  ADJUSTED  
 GP0105  ___________________________________________________________________
 GP0105  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0105  DYNAMIC HT  -        1183.545 (meters)    3883.01  (feet)  COMP
 GP0105  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 GP0105
 GP0105  VERT ORDER  -  FIRST     CLASS II
 GP0105
 GP0105.The horizontal coordinates were scaled from a topographic map and have
 GP0105.an estimated accuracy of +/- 6 seconds.
 GP0105
 GP0105.The orthometric height was determined by differential leveling
 GP0105.and adjusted by the National Geodetic Survey in June 1991..
 GP0105
 GP0105.The geoid height was determined by GEOID03.
 GP0105
 GP0105.The dynamic height is computed by dividing the NAVD 88
 GP0105.geopotential number by the normal gravity value computed on the
 GP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0105.degrees latitude (g = 980.6199 gals.).
 GP0105
 GP0105.The modeled gravity was interpolated from observed gravity values.
 GP0105
 GP0105;                    North         East    Units  Estimated Accuracy
 GP0105;SPC AZ C     -   658,690.      252,730.      MT  (+/- 180 meters Scaled)
 GP0105
 GP0105                          SUPERSEDED SURVEY CONTROL
 GP0105
 GP0105  NGVD 29 (??/??/92) 1184.008  (m)         3884.53   (f) ADJ UNCH    1 2
 GP0105
 GP0105.Superseded values are not recommended for survey control.
 GP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0105.See file dsdata.txt to determine how the superseded data were derived.
 GP0105
 GP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF577881(NAD 83)
 GP0105_MARKER: DD = SURVEY DISK
 GP0105_SETTING: 66 = SET IN ROCK OUTCROP
 GP0105_SP_SET: SANDSTONE OUTCROP
 GP0105_STAMPING: BM E 79 1957
 GP0105_MARK LOGO: BOR   
 GP0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0105+STABILITY: POSITION/ELEVATION WELL
 GP0105
 GP0105  HISTORY     - Date     Condition        Report By
 GP0105  HISTORY     - 1957     MONUMENTED       BOR
 GP0105  HISTORY     - 1962     GOOD             NGS
 GP0105  HISTORY     - 1983     GOOD             NGS
 GP0105
 GP0105                          STATION DESCRIPTION
 GP0105
 GP0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0105'0.55 MI ENE FROM PAGE.
 GP0105'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0105'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.15 MILE
 GP0105'NORTH-NORTHEAST ALONG A GRAVEL ROAD TO A GUARD GATE AT A CONSTRUCTION
 GP0105'YARD.  THENCE 0.1 MILE INTO THE CONSTRUCTION YARD, 184 FEET EAST OF
 GP0105'THE NORTHEAST CORNER OF A METAL BUILDING, 143 FEET NORTH OF POWER POLE
 GP0105'NUMBER 14 AD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.  THIS MARK IS
 GP0105'PROTECTED BY THREE 2-INCH PIPES WHICH FORM A TRIANGLE WITH TWO 4X4
 GP0105'INCH BOARDS.
 GP0105
 GP0105                          STATION RECOVERY (1983)
 GP0105
 GP0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM
 GP0105'(0.4 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0105'GLEN CANYON BRIDGE IN PAGE, THENCE 0.3 KM (0.2 MI) NORTH ALONG A
 GP0105'GRAVEL ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A TRACK ROAD, SET
 GP0105'BETWEEN TWO 2-INCH IRON PIPES IMBEDDED IN THE OUTCROP, IN TOP OF A
 GP0105'MASSIVE SHELF OF OUTCROP AT THE SOUTHWEST BASE OF A SANDSTONE
 GP0105'MOUNTAIN, 89.0 METERS (292 FT) NORTHEAST OF THE CENTER OF THE TRACK
 GP0105'ROAD, 55.1 METERS (181 FT) NORTHEAST OF THE NORTH CORNER OF A MASSIVE
 GP0105'ABANDONED CONCRETE FOUNDATION.
 GP0105'THE MARK IS 3.6 M ABOVE THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0146 ***********************************************************************
 CG0146  DESIGNATION -  E 79
 CG0146  PID         -  CG0146
 CG0146  STATE/COUNTY-  AZ/COCHISE
 CG0146  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0146
 CG0146                         *CURRENT SURVEY CONTROL
 CG0146  ___________________________________________________________________
 CG0146* NAD 83(1986)-  31 33 52.     (N)    110 08 09.     (W)     SCALED    
 CG0146* NAVD 88     -      1238.46   (+/-2cm)    4063.2    (feet)  VERTCON   
 CG0146  ___________________________________________________________________
 CG0146  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0146
 CG0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0146
 CG0146.The horizontal coordinates were scaled from a topographic map and have
 CG0146.an estimated accuracy of +/- 6 seconds.
 CG0146
 CG0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0146.The vertical order pertains to the NGVD 29 superseded value.
 CG0146
 CG0146.The geoid height was determined by GEOID03.
 CG0146
 CG0146;                    North         East    Units  Estimated Accuracy
 CG0146;SPC AZ E     -    62,580.      216,290.      MT  (+/- 180 meters Scaled)
 CG0146
 CG0146                          SUPERSEDED SURVEY CONTROL
 CG0146
 CG0146  NGVD 29 (??/??/92) 1237.639  (m)         4060.49   (f) ADJ UNCH    2 0
 CG0146
 CG0146.Superseded values are not recommended for survey control.
 CG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0146.See file dsdata.txt to determine how the superseded data were derived.
 CG0146
 CG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV820924(NAD 83)
 CG0146_MARKER: DB = BENCH MARK DISK
 CG0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0146_STAMPING: E 79 1934
 CG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0146+STABILITY: SURFACE MOTION
 CG0146
 CG0146  HISTORY     - Date     Condition        Report By
 CG0146  HISTORY     - 1934     MONUMENTED       CGS
 CG0146
 CG0146                          STATION DESCRIPTION
 CG0146
 CG0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0146'0.9 MI SE FROM LEWIS SPRINGS.
 CG0146'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0146'STATION AT LEWIS SPRINGS, COCHISE COUNTY, 4-1/2 POLES NORTH OF
 CG0146'MILEPOST 1060, 100 YARDS NORTHEAST OF BRIDGE 1059.90 AND 50 FEET EAST
 CG0146'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 79 1934
 CG0146'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0289 ***********************************************************************
 DB0289  DESIGNATION -  E 8
 DB0289  PID         -  DB0289
 DB0289  STATE/COUNTY-  AZ/YUMA
 DB0289  USGS QUAD   -  LAGUNA DAM (1979)
 DB0289
 DB0289                         *CURRENT SURVEY CONTROL
 DB0289  ___________________________________________________________________
 DB0289* NAD 83(1986)-  32 45 22.     (N)    114 23 31.     (W)     SCALED    
 DB0289* NAVD 88     -        54.80   (+/-2cm)     179.8    (feet)  VERTCON   
 DB0289  ___________________________________________________________________
 DB0289  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DB0289
 DB0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0289
 DB0289.The horizontal coordinates were scaled from a topographic map and have
 DB0289.an estimated accuracy of +/- 6 seconds.
 DB0289
 DB0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0289.The vertical order pertains to the NGVD 29 superseded value.
 DB0289
 DB0289.The geoid height was determined by GEOID03.
 DB0289
 DB0289;                    North         East    Units  Estimated Accuracy
 DB0289;SPC AZ W     -   194,900.      153,210.      MT  (+/- 180 meters Scaled)
 DB0289
 DB0289                          SUPERSEDED SURVEY CONTROL
 DB0289
 DB0289  NGVD 29 (??/??/??)   54.130  (m)          177.59   (f) ADJUSTED    1 2
 DB0289
 DB0289.Superseded values are not recommended for survey control.
 DB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0289.See file dsdata.txt to determine how the superseded data were derived.
 DB0289
 DB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS443272(NAD 83)
 DB0289_MARKER: DB = BENCH MARK DISK
 DB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0289_STAMPING: 177.592 E 8 1927
 DB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0289+STABILITY: SURFACE MOTION
 DB0289
 DB0289  HISTORY     - Date     Condition        Report By
 DB0289  HISTORY     - 1927     MONUMENTED       CGS
 DB0289  HISTORY     - 1935     GOOD             NGS
 DB0289  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0289
 DB0289                          STATION DESCRIPTION
 DB0289
 DB0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0289'2 MI W FROM DOME.
 DB0289'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0289'STATION AT DOME, YUMA COUNTY, 10 POLES EAST OF MILEPOST 751,
 DB0289'9-3/4 RAILS EAST OF SEMAPHORE 7513, 3-1/2 POLES EAST OF CONCRETE
 DB0289'ARCH BRIDGE 751.17, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DB0289'2 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND 12 FEET LOWER THAN THE
 DB0289'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 DB0289'ABOVE GROUND.  NOTE-- 9 3/4 RAILS EAST OF SEMAPHORE 7513 NO
 DB0289'LONGER APPLIES, AS THE RAIL NOW IS A CONTINOUS RAIL.  3 POLES
 DB0289'EAST OF SEMAPHORE WOULD APPLY.  RIGHT OF WAY FENCE HAS BEEN
 DB0289'REMOVED.
 DB0289
 DB0289                          STATION RECOVERY (2004)
 DB0289
 DB0289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0598 ***********************************************************************
 GR0598  DESIGNATION -  E 8
 GR0598  PID         -  GR0598
 GR0598  STATE/COUNTY-  AZ/MOHAVE
 GR0598  USGS QUAD   -  HOOVER DAM (1997)
 GR0598
 GR0598                         *CURRENT SURVEY CONTROL
 GR0598  ___________________________________________________________________
 GR0598* NAD 83(1992)-  36 01 01.27367(N)    114 43 51.91194(W)     ADJUSTED  
 GR0598* NAVD 88     -       470.877  (meters)    1544.87   (feet)  POSTED    
 GR0598  ___________________________________________________________________
 GR0598  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GR0598  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0598  DYNAMIC HT  -         470.420 (meters)    1543.37  (feet)  COMP
 GR0598  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0598
 GR0598  HORZ ORDER  -  FIRST
 GR0598  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0598
 GR0598.The horizontal coordinates were established by classical geodetic methods
 GR0598.and adjusted by the National Geodetic Survey in August 1993..
 GR0598
 GR0598.The orthometric height was determined by differential leveling
 GR0598.and adjusted by the National Geodetic Survey in 1992..
 GR0598.No vertical observational check was made to the station.
 GR0598.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0598.was located on a no-check spur therefore a value was not computed.
 GR0598
 GR0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0598
 GR0598.The geoid height was determined by GEOID03.
 GR0598
 GR0598.The dynamic height is computed by dividing the NAVD 88
 GR0598.geopotential number by the normal gravity value computed on the
 GR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0598.degrees latitude (g = 980.6199 gals.).
 GR0598
 GR0598.The modeled gravity was interpolated from observed gravity values.
 GR0598
 GR0598;                    North         East     Units Scale Factor Converg.
 GR0598;SPC AZ W     -   556,865.071   124,925.172   MT  1.00002966   -0 34 37.0
 GR0598;SPC AZ W     - 1,826,985.14    409,859.49   iFT  1.00002966   -0 34 37.0
 GR0598;SPC NV E     - 8,140,894.824   276,818.388   MT  0.99997269   +0 30 04.2
 GR0598;SPC NV E     -26,708,919.10    908,194.99   sFT  0.99997269   +0 30 04.2
 GR0598;UTM  11      - 3,988,217.560   704,464.443   MT  1.00011515   +1 20 04.7
 GR0598
 GR0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0598!SPC AZ W     -   0.99993053  x   1.00002966  =   0.99996019
 GR0598!SPC NV E     -   0.99993053  x   0.99997269  =   0.99990322
 GR0598!UTM  11      -   0.99993053  x   1.00011515  =   1.00004567
 GR0598
 GR0598|---------------------------------------------------------------------|
 GR0598| PID    Reference Object                     Distance      Geod. Az  |
 GR0598|                                                           dddmmss.s |
 GR0598| GR1843 PHONE                               146.125 METERS 04426     |
 GR0598| GR0600 E 8 RM 1                             13.364 METERS 08133     |
 GR0598| GR0599 E 8 RM 2                             13.920 METERS 16759     |
 GR0598| GR1847 SUGARLOAF                           APPROX. 1.1 KM 2100857.0 |
 GR0598| GR1858 CAIRN AT EAST END OF RIDGE          APPROX. 2.0 KM 2321014.9 |
 GR0598| GR1857 CAIRN TOP OF HILL WEST OF DAM       APPROX. 1.6 KM 2540206.8 |
 GR0598| GR1872 BABCOX WILCOX FABRICTNG PLT TK      APPROX. 2.3 KM 2683747.3 |
 GR0598| GR1589 P 7                                 434.497 METERS 3144627.4 |
 GR0598|---------------------------------------------------------------------|
 GR0598
 GR0598                          SUPERSEDED SURVEY CONTROL
 GR0598
 GR0598  NAD 83(1986)-  36 01 01.26174(N)    114 43 51.90116(W) AD(       ) 1
 GR0598  NAD 27      -  36 01 01.33100(N)    114 43 48.96500(W) AD(       ) 1
 GR0598  NGVD 29 (??/??/92)  470.181  (m)         1542.59   (f) ADJ UNCH    1 1
 GR0598
 GR0598.Superseded values are not recommended for survey control.
 GR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0598.See file dsdata.txt to determine how the superseded data were derived.
 GR0598
 GR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0446488218(NAD 83)
 GR0598_MARKER: DD = SURVEY DISK
 GR0598_SETTING: 66 = SET IN ROCK OUTCROP
 GR0598_SP_SET: BEDROCK
 GR0598_MARK LOGO: BOR   
 GR0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0598+STABILITY: POSITION/ELEVATION WELL
 GR0598
 GR0598  HISTORY     - Date     Condition        Report By
 GR0598  HISTORY     - 1935     MONUMENTED       BOR
 GR0598  HISTORY     - 1947     GOOD             USGS
 GR0598  HISTORY     - 1950     GOOD             NGS
 GR0598  HISTORY     - 1963     GOOD             NGS
 GR0598  HISTORY     - 1981     GOOD             NGS
 GR0598  HISTORY     - 1990     GOOD             USPSQD
 GR0598
 GR0598                          STATION DESCRIPTION
 GR0598
 GR0598'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (EBL)
 GR0598'STATION IS LOCATED ON THE BLUFF ABOUT 1/4 MILE (AIR LINE) SE
 GR0598'OF BOULDER DAM, OVERLOOKING THE CANYON UPSTREAM FROM THE DAM.
 GR0598'
 GR0598'STATION MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK BRONZE
 GR0598'DISK SET IN SOLID ROCK.
 GR0598'
 GR0598'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 GR0598'BEDROCK.
 GR0598'
 GR0598'STATION REACHED FROM THE ARIZONA SIDE OF BOULDER DAM BY
 GR0598'FOLLOWING THE ROAD TO THE FIRST SADDLE AND END OF TRUCK TRAVEL.
 GR0598'FROM HERE GO E, UPSTREAM, AND FOLLOW ALONG THE BLUFF 400 YARDS
 GR0598'TO THE STATION.
 GR0598
 GR0598                          STATION RECOVERY (1947)
 GR0598
 GR0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR0598'RECOVERED IN GOOD CONDITION.
 GR0598
 GR0598                          STATION RECOVERY (1950)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0598'1.1 MI E FROM HOOVER DAM.
 GR0598'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0598'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0598'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0598'HOOVER DAM, ABOUT 200 YARDS NORTH OF POWER LINE TOWER P 5, 5 FEET EAST
 GR0598'OF THE RIM, AND IN BEDROCK.
 GR0598
 GR0598                          STATION RECOVERY (1963)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0598'RECOVERED IN GOOD CONDITION.
 GR0598
 GR0598                          STATION RECOVERY (1981)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0598'RECOVERED IN GOOD CONDITION. NO STAMPING.
 GR0598
 GR0598                          STATION RECOVERY (1990)
 GR0598
 GR0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0600 ***********************************************************************
 GR0600  DESIGNATION -  E 8 RM 1
 GR0600  PID         -  GR0600
 GR0600  STATE/COUNTY-  AZ/MOHAVE
 GR0600  USGS QUAD   -  HOOVER DAM (1997)
 GR0600
 GR0600                         *CURRENT SURVEY CONTROL
 GR0600  ___________________________________________________________________
 GR0600* NAD 83(1986)-  36 01 01.     (N)    114 43 52.     (W)     SCALED    
 GR0600* NAVD 88     -       468.761  (meters)    1537.93   (feet)  POSTED    
 GR0600  ___________________________________________________________________
 GR0600  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0600  DYNAMIC HT  -         468.300 (meters)    1536.41  (feet)  COMP
 GR0600  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 GR0600
 GR0600  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0600
 GR0600.The horizontal coordinates were scaled from a topographic map and have
 GR0600.an estimated accuracy of +/- 6 seconds.
 GR0600
 GR0600.The orthometric height was determined by differential leveling
 GR0600.and adjusted by the National Geodetic Survey in 1992..
 GR0600.No vertical observational check was made to the station.
 GR0600.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0600.was located on a no-check spur therefore a value was not computed.
 GR0600
 GR0600.The geoid height was determined by GEOID03.
 GR0600
 GR0600.The dynamic height is computed by dividing the NAVD 88
 GR0600.geopotential number by the normal gravity value computed on the
 GR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0600.degrees latitude (g = 980.6199 gals.).
 GR0600
 GR0600.The modeled gravity was interpolated from observed gravity values.
 GR0600
 GR0600;                    North         East    Units  Estimated Accuracy
 GR0600;SPC AZ W     -   556,860.      124,920.      MT  (+/- 180 meters Scaled)
 GR0600
 GR0600                          SUPERSEDED SURVEY CONTROL
 GR0600
 GR0600  NGVD 29 (??/??/92)  468.064  (m)         1535.64   (f) ADJ UNCH    1 1
 GR0600
 GR0600.Superseded values are not recommended for survey control.
 GR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0600.See file dsdata.txt to determine how the superseded data were derived.
 GR0600
 GR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV044882(NAD 83)
 GR0600_MARKER: DR = REFERENCE MARK DISK
 GR0600_SETTING: 66 = SET IN ROCK OUTCROP
 GR0600_SP_SET: BEDROCK
 GR0600_STAMPING: E 8 NO. 1 1935
 GR0600_MARK LOGO: CGS   
 GR0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0600+STABILITY: POSITION/ELEVATION WELL
 GR0600
 GR0600  HISTORY     - Date     Condition        Report By
 GR0600  HISTORY     - 1935     MONUMENTED       CGS
 GR0600  HISTORY     - 1950     GOOD             NGS
 GR0600  HISTORY     - 1963     GOOD             NGS
 GR0600  HISTORY     - 1981     GOOD             NGS
 GR0600
 GR0600                          STATION DESCRIPTION
 GR0600
 GR0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0600'1.1 MI E FROM HOOVER DAM.
 GR0600'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0600'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0600'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0600'HOOVER DAM, 43.8 FEET NORTHEAST OF TRIANGULATION STATION E 8, 40 FEET
 GR0600'EAST OF THE EDGE OF THE CLIFF, AND IN BEDROCK.
 GR0600
 GR0600                          STATION RECOVERY (1963)
 GR0600
 GR0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0600'RECOVERED IN GOOD CONDITION.
 GR0600
 GR0600                          STATION RECOVERY (1981)
 GR0600
 GR0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0599 ***********************************************************************
 GR0599  DESIGNATION -  E 8 RM 2
 GR0599  PID         -  GR0599
 GR0599  STATE/COUNTY-  AZ/MOHAVE
 GR0599  USGS QUAD   -  HOOVER DAM (1997)
 GR0599
 GR0599                         *CURRENT SURVEY CONTROL
 GR0599  ___________________________________________________________________
 GR0599* NAD 83(1986)-  36 01 01.     (N)    114 43 52.     (W)     SCALED    
 GR0599* NAVD 88     -       470.781  (meters)    1544.55   (feet)  POSTED    
 GR0599  ___________________________________________________________________
 GR0599  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0599  DYNAMIC HT  -         470.320 (meters)    1543.04  (feet)  COMP
 GR0599  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 GR0599
 GR0599  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0599
 GR0599.The horizontal coordinates were scaled from a topographic map and have
 GR0599.an estimated accuracy of +/- 6 seconds.
 GR0599
 GR0599.The orthometric height was determined by differential leveling
 GR0599.and adjusted by the National Geodetic Survey in 1992..
 GR0599.No vertical observational check was made to the station.
 GR0599.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0599.was located on a no-check spur therefore a value was not computed.
 GR0599
 GR0599.The geoid height was determined by GEOID03.
 GR0599
 GR0599.The dynamic height is computed by dividing the NAVD 88
 GR0599.geopotential number by the normal gravity value computed on the
 GR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0599.degrees latitude (g = 980.6199 gals.).
 GR0599
 GR0599.The modeled gravity was interpolated from observed gravity values.
 GR0599
 GR0599;                    North         East    Units  Estimated Accuracy
 GR0599;SPC AZ W     -   556,860.      124,920.      MT  (+/- 180 meters Scaled)
 GR0599
 GR0599                          SUPERSEDED SURVEY CONTROL
 GR0599
 GR0599  NGVD 29 (??/??/92)  470.085  (m)         1542.27   (f) ADJ UNCH    1 1
 GR0599
 GR0599.Superseded values are not recommended for survey control.
 GR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0599.See file dsdata.txt to determine how the superseded data were derived.
 GR0599
 GR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV044882(NAD 83)
 GR0599_MARKER: DR = REFERENCE MARK DISK
 GR0599_SETTING: 66 = SET IN ROCK OUTCROP
 GR0599_SP_SET: BEDROCK
 GR0599_STAMPING: E 8 1935 NO. 2
 GR0599_MARK LOGO: CGS   
 GR0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0599+STABILITY: POSITION/ELEVATION WELL
 GR0599
 GR0599  HISTORY     - Date     Condition        Report By
 GR0599  HISTORY     - 1935     MONUMENTED       CGS
 GR0599  HISTORY     - 1950     GOOD             NGS
 GR0599  HISTORY     - 1963     GOOD             NGS
 GR0599  HISTORY     - 1981     GOOD             NGS
 GR0599  HISTORY     - 1990     GOOD             USPSQD
 GR0599
 GR0599                          STATION DESCRIPTION
 GR0599
 GR0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0599'1.1 MI E FROM HOOVER DAM.
 GR0599'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0599'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0599'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0599'HOOVER DAM, 45.6 FEET SOUTHEAST OF TRIANGULATION STATION E 8, 20 FEET
 GR0599'EAST OF THE RIM, AND IN BEDROCK.
 GR0599
 GR0599                          STATION RECOVERY (1963)
 GR0599
 GR0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0599'RECOVERED IN GOOD CONDITION.
 GR0599
 GR0599                          STATION RECOVERY (1981)
 GR0599
 GR0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0599'RECOVERED IN GOOD CONDITION.
 GR0599
 GR0599                          STATION RECOVERY (1990)
 GR0599
 GR0599'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0103 ***********************************************************************
 GP0103  DESIGNATION -  E 80
 GP0103  PID         -  GP0103
 GP0103  STATE/COUNTY-  AZ/COCONINO
 GP0103  USGS QUAD   -  PAGE (1985)
 GP0103
 GP0103                         *CURRENT SURVEY CONTROL
 GP0103  ___________________________________________________________________
 GP0103* NAD 83(1986)-  36 56 05.     (N)    111 28 35.     (W)     SCALED    
 GP0103* NAVD 88     -      1181.423  (meters)    3876.05   (feet)  ADJUSTED  
 GP0103  ___________________________________________________________________
 GP0103  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0103  DYNAMIC HT  -        1180.088 (meters)    3871.67  (feet)  COMP
 GP0103  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 GP0103
 GP0103  VERT ORDER  -  FIRST     CLASS II
 GP0103
 GP0103.The horizontal coordinates were scaled from a topographic map and have
 GP0103.an estimated accuracy of +/- 6 seconds.
 GP0103
 GP0103.The orthometric height was determined by differential leveling
 GP0103.and adjusted by the National Geodetic Survey in June 1991..
 GP0103
 GP0103.The geoid height was determined by GEOID03.
 GP0103
 GP0103.The dynamic height is computed by dividing the NAVD 88
 GP0103.geopotential number by the normal gravity value computed on the
 GP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0103.degrees latitude (g = 980.6199 gals.).
 GP0103
 GP0103.The modeled gravity was interpolated from observed gravity values.
 GP0103
 GP0103;                    North         East    Units  Estimated Accuracy
 GP0103;SPC AZ C     -   658,320.      252,580.      MT  (+/- 180 meters Scaled)
 GP0103
 GP0103                          SUPERSEDED SURVEY CONTROL
 GP0103
 GP0103  NGVD 29 (??/??/92) 1180.548  (m)         3873.18   (f) ADJ UNCH    1 2
 GP0103
 GP0103.Superseded values are not recommended for survey control.
 GP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0103.See file dsdata.txt to determine how the superseded data were derived.
 GP0103
 GP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF575877(NAD 83)
 GP0103_MARKER: DD = SURVEY DISK
 GP0103_SETTING: 66 = SET IN ROCK OUTCROP
 GP0103_SP_SET: SANDSTONE OUTCROP
 GP0103_STAMPING: BM E 80 1957
 GP0103_MARK LOGO: BOR   
 GP0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0103+STABILITY: POSITION/ELEVATION WELL
 GP0103
 GP0103  HISTORY     - Date     Condition        Report By
 GP0103  HISTORY     - 1957     MONUMENTED       BOR
 GP0103  HISTORY     - 1962     GOOD             NGS
 GP0103  HISTORY     - 1983     GOOD             NGS
 GP0103
 GP0103                          STATION DESCRIPTION
 GP0103
 GP0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0103'0.3 MI E FROM PAGE.
 GP0103'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0103'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  224 FEET EAST-SOUTHEAST OF
 GP0103'THE JUNCTION OF THE HIGHWAY AND AN ASPHALT ROAD LEADING TO VISTA
 GP0103'POINT, 91 FEET SOUTH-SOUTHEAST OF A TRAFFIC CONTROL LIGHT, 56 FEET
 GP0103'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF THE
 GP0103'BASE OF A SANDSTONE FORMATION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GP0103'HIGHWAY, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
 GP0103
 GP0103                          STATION RECOVERY (1983)
 GP0103
 GP0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0103'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 GP0103'(0.3 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0103'GLEN CANYON BRIDGE IN PAGE, IN TOP OF THE EAST END OF A 42- BY 57-FOOT
 GP0103'FLAT AREA OF SANDSTONE OUTCROP BETWEEN A 15- BY 15-FOOT KNOLL OF
 GP0103'SANDSTONE PROJECTING 5 FEET ABOVE THE SURFACE OF THE GROUND AND A
 GP0103'NORTH-SOUTH RIDGE OF SANDSTONE PROJECTING 10 FEET ABOVE THE SURFACE OF
 GP0103'THE GROUND, 0.37 KM (0.23 MI) NORTHWEST OF MILEPOST 549, 17.1 METERS
 GP0103'(56 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 71.4 METERS (234 FT)
 GP0103'SOUTHEAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTHWEST,
 GP0103'1.3 METERS (4.5 FT) WEST OF THE BASE OF THE SANDSTONE RIDGE.
 GP0103'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 GP0103'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0126 ***********************************************************************
 CF0126  DESIGNATION -  E 81
 CF0126  PID         -  CF0126
 CF0126  STATE/COUNTY-  AZ/COCHISE
 CF0126  USGS QUAD   -  BISBEE SE (1958)
 CF0126
 CF0126                         *CURRENT SURVEY CONTROL
 CF0126  ___________________________________________________________________
 CF0126* NAD 83(1986)-  31 20 36.     (N)    109 47 43.     (W)     SCALED    
 CF0126* NAVD 88     -      1353.84   (+/-2cm)    4441.7    (feet)  VERTCON   
 CF0126  ___________________________________________________________________
 CF0126  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0126
 CF0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0126
 CF0126.The horizontal coordinates were scaled from a topographic map and have
 CF0126.an estimated accuracy of +/- 6 seconds.
 CF0126
 CF0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0126.The vertical order pertains to the NGVD 29 superseded value.
 CF0126
 CF0126.The geoid height was determined by GEOID03.
 CF0126
 CF0126;                    North         East    Units  Estimated Accuracy
 CF0126;SPC AZ E     -    38,120.      248,700.      MT  (+/- 180 meters Scaled)
 CF0126
 CF0126                          SUPERSEDED SURVEY CONTROL
 CF0126
 CF0126  NGVD 29 (??/??/92) 1353.007  (m)         4438.99   (f) ADJ UNCH    2 0
 CF0126
 CF0126.Superseded values are not recommended for survey control.
 CF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0126.See file dsdata.txt to determine how the superseded data were derived.
 CF0126
 CF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV146682(NAD 83)
 CF0126_MARKER: DB = BENCH MARK DISK
 CF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0126_STAMPING: E 81 1934
 CF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0126+STABILITY: SURFACE MOTION
 CF0126
 CF0126  HISTORY     - Date     Condition        Report By
 CF0126  HISTORY     - 1934     MONUMENTED       CGS
 CF0126
 CF0126                          STATION DESCRIPTION
 CF0126
 CF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0126'10.1 MI E FROM NACO.
 CF0126'10.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0126'STATION AT NACO, COCHISE COUNTY, 2-3/4 POLES SOUTHEAST OF MILEPOST
 CF0126'1091, 50 YARDS SOUTHEAST OF THE CROOK 1 MILE SIGN, 85 FEET SOUTH OF
 CF0126'THE CENTERLINE OF THE MAIN TRACK, 2 FEET NORTH OF THE FENCE, AND 2-1/2
 CF0126'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 81 1934 AND SET
 CF0126'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0069 ***********************************************************************
 CF0069  DESIGNATION -  E 82
 CF0069  PID         -  CF0069
 CF0069  STATE/COUNTY-  AZ/COCHISE
 CF0069  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0069
 CF0069                         *CURRENT SURVEY CONTROL
 CF0069  ___________________________________________________________________
 CF0069* NAD 83(1986)-  31 33 43.     (N)    109 15 54.     (W)     SCALED    
 CF0069* NAVD 88     -      1401.01   (+/-2cm)    4596.5    (feet)  VERTCON   
 CF0069  ___________________________________________________________________
 CF0069  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CF0069
 CF0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0069
 CF0069.The horizontal coordinates were scaled from a topographic map and have
 CF0069.an estimated accuracy of +/- 6 seconds.
 CF0069
 CF0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0069.The vertical order pertains to the NGVD 29 superseded value.
 CF0069
 CF0069.The geoid height was determined by GEOID03.
 CF0069
 CF0069;                    North         East    Units  Estimated Accuracy
 CF0069;SPC AZ E     -    62,650.      298,960.      MT  (+/- 180 meters Scaled)
 CF0069
 CF0069                          SUPERSEDED SURVEY CONTROL
 CF0069
 CF0069  NGVD 29 (??/??/92) 1400.125  (m)         4593.58   (f) ADJ UNCH    2 0
 CF0069
 CF0069.Superseded values are not recommended for survey control.
 CF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0069.See file dsdata.txt to determine how the superseded data were derived.
 CF0069
 CF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV646931(NAD 83)
 CF0069_MARKER: DB = BENCH MARK DISK
 CF0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0069_SP_SET: BRIDGE
 CF0069_STAMPING: E-82 1934
 CF0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0069
 CF0069  HISTORY     - Date     Condition        Report By
 CF0069  HISTORY     - 1934     MONUMENTED       CGS
 CF0069  HISTORY     - 1935     GOOD             NGS
 CF0069  HISTORY     - 1957     POOR             USGS
 CF0069
 CF0069                          STATION DESCRIPTION
 CF0069
 CF0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0069'12.2 MI SW FROM APACHE.
 CF0069'12.2 MI. SW. OF DEPOT ALONG THE S.P.R.R., 60 FT. S. E. OF MILEPOST NO.
 CF0069'1135.  OPPOSITE BRIDGE NO. 1135.00.  100 FT. S. E. OF THE CENTERLINE
 CF0069'OF THE TRACK.  12 FT. N. OF THE CENTERLINE OF U. S. HWY. NO. 80. SET
 CF0069'IN THE CENTER OF THE N.W. GUARD RAIL OF CONCRETE HWY. BRIDGE. NOTE--
 CF0069'MARK IS NOT IN GUARD RAIL.  MARK IS IN CENTER OF BRIDGE, IN BRIDGE
 CF0069'DECK ABOUT 2 INCHES FROM THE NORTHWEST GUARD RAIL.
 CF0069
 CF0069                          STATION RECOVERY (1957)
 CF0069
 CF0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0069'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0111 ***********************************************************************
 GP0111  DESIGNATION -  E 83
 GP0111  PID         -  GP0111
 GP0111  STATE/COUNTY-  AZ/COCONINO
 GP0111  USGS QUAD   -  PAGE (1985)
 GP0111
 GP0111                         *CURRENT SURVEY CONTROL
 GP0111  ___________________________________________________________________
 GP0111* NAD 83(1986)-  36 55 01.     (N)    111 29 17.     (W)     SCALED    
 GP0111* NAVD 88     -      1161.525  (meters)    3810.77   (feet)  ADJUSTED  
 GP0111  ___________________________________________________________________
 GP0111  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0111  DYNAMIC HT  -        1160.205 (meters)    3806.44  (feet)  COMP
 GP0111  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GP0111
 GP0111  VERT ORDER  -  FIRST     CLASS II
 GP0111
 GP0111.The horizontal coordinates were scaled from a topographic map and have
 GP0111.an estimated accuracy of +/- 6 seconds.
 GP0111
 GP0111.The orthometric height was determined by differential leveling
 GP0111.and adjusted by the National Geodetic Survey in June 1991..
 GP0111
 GP0111.The geoid height was determined by GEOID03.
 GP0111
 GP0111.The dynamic height is computed by dividing the NAVD 88
 GP0111.geopotential number by the normal gravity value computed on the
 GP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0111.degrees latitude (g = 980.6199 gals.).
 GP0111
 GP0111.The modeled gravity was interpolated from observed gravity values.
 GP0111
 GP0111;                    North         East    Units  Estimated Accuracy
 GP0111;SPC AZ C     -   656,340.      251,550.      MT  (+/- 180 meters Scaled)
 GP0111
 GP0111                          SUPERSEDED SURVEY CONTROL
 GP0111
 GP0111  NGVD 29 (??/??/92) 1160.642  (m)         3807.87   (f) ADJ UNCH    1 2
 GP0111
 GP0111.Superseded values are not recommended for survey control.
 GP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0111.See file dsdata.txt to determine how the superseded data were derived.
 GP0111
 GP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF565857(NAD 83)
 GP0111_MARKER: DD = SURVEY DISK
 GP0111_SETTING: 66 = SET IN ROCK OUTCROP
 GP0111_SP_SET: ROCK OUTCROP
 GP0111_STAMPING: E 83 1957
 GP0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0111+STABILITY: POSITION/ELEVATION WELL
 GP0111
 GP0111  HISTORY     - Date     Condition        Report By
 GP0111  HISTORY     - 1957     MONUMENTED       BOR
 GP0111  HISTORY     - 1962     GOOD             NGS
 GP0111
 GP0111                          STATION DESCRIPTION
 GP0111
 GP0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0111'3.6 MI S FROM PAGE.
 GP0111'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0111'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0111'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 0.3
 GP0111'MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL, AT ADIT NO. 16 OF
 GP0111'THE SERVICE ROAD TUNNEL, 123 FEET NORTHWEST OF THE CENTERLINE OF THE
 GP0111'SERVICE ROAD TUNNEL, 29 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 GP0111'ADIT, 7.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ADIT, 2.0 FEET
 GP0111'NORTHEAST OF THE SOUTHWEST WALL OF THE ADIT, ABOUT 15 INCHES BELOW THE
 GP0111'GROUND AND SET IN THE TOP OF A ROCK OUTCROP IN THE FLOOR OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1239 ***********************************************************************
 CZ1239  DESIGNATION -  E 84
 CZ1239  PID         -  CZ1239
 CZ1239  STATE/COUNTY-  AZ/PINAL
 CZ1239  USGS QUAD   -  CHUICHU (1992)
 CZ1239
 CZ1239                         *CURRENT SURVEY CONTROL
 CZ1239  ___________________________________________________________________
 CZ1239* NAD 83(1986)-  32 47 31.     (N)    111 45 26.     (W)     SCALED    
 CZ1239* NAVD 88     -       434.73   (+/-2cm)    1426.3    (feet)  VERTCON   
 CZ1239  ___________________________________________________________________
 CZ1239  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1239
 CZ1239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1239
 CZ1239.The horizontal coordinates were scaled from a topographic map and have
 CZ1239.an estimated accuracy of +/- 6 seconds.
 CZ1239
 CZ1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1239.The vertical order pertains to the NGVD 29 superseded value.
 CZ1239
 CZ1239.The geoid height was determined by GEOID03.
 CZ1239
 CZ1239;                    North         East    Units  Estimated Accuracy
 CZ1239;SPC AZ C     -   198,690.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1239
 CZ1239                          SUPERSEDED SURVEY CONTROL
 CZ1239
 CZ1239  NGVD 29 (??/??/92)  434.126  (m)         1424.30   (f) ADJ UNCH    2 0
 CZ1239
 CZ1239.Superseded values are not recommended for survey control.
 CZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1239.See file dsdata.txt to determine how the superseded data were derived.
 CZ1239
 CZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290284(NAD 83)
 CZ1239_MARKER: DB = BENCH MARK DISK
 CZ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1239_STAMPING: E 84 1935
 CZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1239+STABILITY: SURFACE MOTION
 CZ1239
 CZ1239  HISTORY     - Date     Condition        Report By
 CZ1239  HISTORY     - 1935     MONUMENTED       CGS
 CZ1239  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1239
 CZ1239                          STATION DESCRIPTION
 CZ1239
 CZ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1239'5.8 MI S FROM CASA GRANDE.
 CZ1239'5.8 MILES SOUTH ALONG THE COVERED WELLS ROAD FROM THE SOUTHERN PACIFIC
 CZ1239'CO. RAILROAD WATER TANK AT CASA GRANDE, PINAL COUNTY, 3.9 MILES NORTH
 CZ1239'OF THE CHURCH AT CHUI CHUISCHU (CHUICHU), IN A CLEARING DOTTED WITH
 CZ1239'MOSQUITE TREES, 82 FEET WEST OF A POWER LINE, 70 FEET NORTH OF THE
 CZ1239'CASNER RANCH HOUSE SIGN, AND 55 FEET WEST OF THE CENTERLINE OF THE
 CZ1239'ROAD.  A STANDARD DISK, STAMPED E 84 1935 AND SET IN THE TOP OF A
 CZ1239'CONCRETE POST.
 CZ1239
 CZ1239                          STATION RECOVERY (1966)
 CZ1239
 CZ1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0112 ***********************************************************************
 GP0112  DESIGNATION -  E 84
 GP0112  PID         -  GP0112
 GP0112  STATE/COUNTY-  AZ/COCONINO
 GP0112  USGS QUAD   -  PAGE (1985)
 GP0112
 GP0112                         *CURRENT SURVEY CONTROL
 GP0112  ___________________________________________________________________
 GP0112* NAD 83(1986)-  36 55 11.     (N)    111 29 04.     (W)     SCALED    
 GP0112* NAVD 88     -      1138.127  (meters)    3734.01   (feet)  ADJUSTED  
 GP0112  ___________________________________________________________________
 GP0112  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0112  DYNAMIC HT  -        1136.833 (meters)    3729.76  (feet)  COMP
 GP0112  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 GP0112
 GP0112  VERT ORDER  -  FIRST     CLASS II
 GP0112
 GP0112.The horizontal coordinates were scaled from a topographic map and have
 GP0112.an estimated accuracy of +/- 6 seconds.
 GP0112
 GP0112.The orthometric height was determined by differential leveling
 GP0112.and adjusted by the National Geodetic Survey in June 1991..
 GP0112
 GP0112.The geoid height was determined by GEOID03.
 GP0112
 GP0112.The dynamic height is computed by dividing the NAVD 88
 GP0112.geopotential number by the normal gravity value computed on the
 GP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0112.degrees latitude (g = 980.6199 gals.).
 GP0112
 GP0112.The modeled gravity was interpolated from observed gravity values.
 GP0112
 GP0112;                    North         East    Units  Estimated Accuracy
 GP0112;SPC AZ C     -   656,650.      251,870.      MT  (+/- 180 meters Scaled)
 GP0112
 GP0112                          SUPERSEDED SURVEY CONTROL
 GP0112
 GP0112  NGVD 29 (??/??/92) 1137.243  (m)         3731.10   (f) ADJ UNCH    1 2
 GP0112
 GP0112.Superseded values are not recommended for survey control.
 GP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0112.See file dsdata.txt to determine how the superseded data were derived.
 GP0112
 GP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568860(NAD 83)
 GP0112_MARKER: DD = SURVEY DISK
 GP0112_SETTING: 66 = SET IN ROCK OUTCROP
 GP0112_SP_SET: SANDSTONE OUTCROP
 GP0112_STAMPING: E 84
 GP0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0112+STABILITY: POSITION/ELEVATION WELL
 GP0112
 GP0112  HISTORY     - Date     Condition        Report By
 GP0112  HISTORY     - UNK      MONUMENTED       BOR
 GP0112  HISTORY     - 1962     GOOD             NGS
 GP0112
 GP0112                          STATION DESCRIPTION
 GP0112
 GP0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0112'3.8 MI S FROM PAGE.
 GP0112'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0112'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0112'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 0.5
 GP0112'MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL, AT ADIT NO. 14 OF
 GP0112'THE SERVICE ROAD TUNNEL, 93 FEET WEST OF THE CENTERLINE OF THE SERVICE
 GP0112'ROAD TUNNEL, 5.5 FEET NORTH OF THE CENTERLINE OF THE ADIT, 2.5 FEET
 GP0112'SOUTH OF THE NORTH WALL OF THE ADIT, ABOUT 1 FOOT BELOW THE GROUND
 GP0112'LEVEL OF THE ADIT, AND SET IN THE TOP OF A SANDSTONE OUTCROP IN THE
 GP0112'FLOOR OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0252 ***********************************************************************
 DA0252  DESIGNATION -  E 85
 DA0252  PID         -  DA0252
 DA0252  STATE/COUNTY-  AZ/PIMA
 DA0252  USGS QUAD   -  GURLI PUT VO (1990)
 DA0252
 DA0252                         *CURRENT SURVEY CONTROL
 DA0252  ___________________________________________________________________
 DA0252* NAD 83(1986)-  32 14 53.     (N)    112 04 43.     (W)     SCALED    
 DA0252* NAVD 88     -       624.73   (+/-2cm)    2049.6    (feet)  VERTCON   
 DA0252  ___________________________________________________________________
 DA0252  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0252
 DA0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0252
 DA0252.The horizontal coordinates were scaled from a topographic map and have
 DA0252.an estimated accuracy of +/- 6 seconds.
 DA0252
 DA0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0252.The vertical order pertains to the NGVD 29 superseded value.
 DA0252
 DA0252.The geoid height was determined by GEOID03.
 DA0252
 DA0252;                    North         East    Units  Estimated Accuracy
 DA0252;SPC AZ C     -   138,380.      198,100.      MT  (+/- 180 meters Scaled)
 DA0252
 DA0252                          SUPERSEDED SURVEY CONTROL
 DA0252
 DA0252  NGVD 29 (??/??/92)  624.074  (m)         2047.48   (f) ADJ UNCH    2 0
 DA0252
 DA0252.Superseded values are not recommended for survey control.
 DA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0252.See file dsdata.txt to determine how the superseded data were derived.
 DA0252
 DA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA983684(NAD 83)
 DA0252_MARKER: DB = BENCH MARK DISK
 DA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0252_STAMPING: E 85 1935
 DA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0252+STABILITY: SURFACE MOTION
 DA0252
 DA0252  HISTORY     - Date     Condition        Report By
 DA0252  HISTORY     - 1935     MONUMENTED       CGS
 DA0252  HISTORY     - 1988     GOOD             USPSQD
 DA0252
 DA0252                          STATION DESCRIPTION
 DA0252
 DA0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0252'5.8 MI SW FROM SANTA ROSA (GU ACHI).
 DA0252'5.8 MILES SOUTHWEST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0252'SCHOOL AT SANTA ROSA (GU ACHI), PIMA COUNTY, 7.0 MILES NORTHEAST OF
 DA0252'THE GRAVEYARD AT COVERED WELLS, 42 FEET SOUTH OF THE CENTERLINE OF THE
 DA0252'ROAD, 40 FEET NORTH OF A TELEPHONE LINE, AND 6 FEET NORTHEAST OF A
 DA0252'CACTUS.  A STANDARD DISK, STAMPED E 85 1935 AND SET IN THE TOP OF A
 DA0252'CONCRETE POST.
 DA0252
 DA0252                          STATION RECOVERY (1988)
 DA0252
 DA0252'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0037 ***********************************************************************
 DA0037  DESIGNATION -  E 86
 DA0037  PID         -  DA0037
 DA0037  STATE/COUNTY-  AZ/PINAL
 DA0037  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0037
 DA0037                         *CURRENT SURVEY CONTROL
 DA0037  ___________________________________________________________________
 DA0037* NAD 83(1986)-  32 37 21.     (N)    112 09 37.     (W)     SCALED    
 DA0037* NAVD 88     -       638.34   (+/-2cm)    2094.3    (feet)  VERTCON   
 DA0037  ___________________________________________________________________
 DA0037  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0037
 DA0037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0037
 DA0037.The horizontal coordinates were scaled from a topographic map and have
 DA0037.an estimated accuracy of +/- 6 seconds.
 DA0037
 DA0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0037.The vertical order pertains to the NGVD 29 superseded value.
 DA0037
 DA0037.The geoid height was determined by GEOID03.
 DA0037
 DA0037;                    North         East    Units  Estimated Accuracy
 DA0037;SPC AZ C     -   179,920.      190,500.      MT  (+/- 180 meters Scaled)
 DA0037
 DA0037                          SUPERSEDED SURVEY CONTROL
 DA0037
 DA0037  NGVD 29 (??/??/92)  637.658  (m)         2092.05   (f) ADJ UNCH    2 0
 DA0037
 DA0037.Superseded values are not recommended for survey control.
 DA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0037.See file dsdata.txt to determine how the superseded data were derived.
 DA0037
 DA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911100(NAD 83)
 DA0037_MARKER: DB = BENCH MARK DISK
 DA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0037_STAMPING: E 86 1935
 DA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0037+STABILITY: SURFACE MOTION
 DA0037
 DA0037  HISTORY     - Date     Condition        Report By
 DA0037  HISTORY     - 1935     MONUMENTED       CGS
 DA0037  HISTORY     - 1952     GOOD             NGS
 DA0037
 DA0037                          STATION DESCRIPTION
 DA0037
 DA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0037'3.2 MI W FROM BITTER WELL.
 DA0037'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, AT THE
 DA0037'JUNCTION OF VEKOL MINE ROAD, VANTANA ROAD, AND STOUTS WELL ROAD, ABOUT
 DA0037'100 YARDS WEST OF THE WEST EDGE OF A LARGE MOUNTAIN, 47 1/2 FEET
 DA0037'NORTHEAST OF THE CENTER LINE OF THE JUNCTION, 29 1/2 FEET EAST OF THE
 DA0037'CENTER LINE OF THE TRACK ROAD TO BITTER WELL, 1.7 FEET EAST OF A
 DA0037'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0037'FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0038 ***********************************************************************
 DA0038  DESIGNATION -  E 86 RM
 DA0038  PID         -  DA0038
 DA0038  STATE/COUNTY-  AZ/PINAL
 DA0038  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0038
 DA0038                         *CURRENT SURVEY CONTROL
 DA0038  ___________________________________________________________________
 DA0038* NAD 83(1986)-  32 37 25.     (N)    112 09 39.     (W)     SCALED    
 DA0038* NAVD 88     -       637.27   (+/-2cm)    2090.8    (feet)  VERTCON   
 DA0038  ___________________________________________________________________
 DA0038  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0038
 DA0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0038
 DA0038.The horizontal coordinates were scaled from a topographic map and have
 DA0038.an estimated accuracy of +/- 6 seconds.
 DA0038
 DA0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0038.The vertical order pertains to the NGVD 29 superseded value.
 DA0038
 DA0038.The geoid height was determined by GEOID03.
 DA0038
 DA0038;                    North         East    Units  Estimated Accuracy
 DA0038;SPC AZ C     -   180,040.      190,450.      MT  (+/- 180 meters Scaled)
 DA0038
 DA0038                          SUPERSEDED SURVEY CONTROL
 DA0038
 DA0038  NGVD 29 (??/??/92)  636.597  (m)         2088.57   (f) ADJ UNCH    2 0
 DA0038
 DA0038.Superseded values are not recommended for survey control.
 DA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0038.See file dsdata.txt to determine how the superseded data were derived.
 DA0038
 DA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB910101(NAD 83)
 DA0038_MARKER: B = BOLT
 DA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0038+STABILITY: SURFACE MOTION
 DA0038
 DA0038  HISTORY     - Date     Condition        Report By
 DA0038  HISTORY     - UNK      MONUMENTED       USGS
 DA0038  HISTORY     - 1952     GOOD             NGS
 DA0038
 DA0038                          STATION DESCRIPTION
 DA0038
 DA0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0038'3.2 MI W FROM BITTER WELL.
 DA0038'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ABOUT
 DA0038'124 YARDS NORTHWEST ALONG STOUTS WELL ROAD FROM THE JUNCTION OF VEKOL
 DA0038'MINE ROAD, AND VENTANA ROAD, 39 FEET NORTHEAST OF THE CENTER LINE OF
 DA0038'THE ROAD, AND IRON BOLT IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0038'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0640 ***********************************************************************
 DA0640  DESIGNATION -  E 87
 DA0640  PID         -  DA0640
 DA0640  STATE/COUNTY-  AZ/MARICOPA
 DA0640  USGS QUAD   -  GILA BEND (1973)
 DA0640
 DA0640                         *CURRENT SURVEY CONTROL
 DA0640  ___________________________________________________________________
 DA0640* NAD 83(1986)-  32 53 08.     (N)    112 40 36.     (W)     SCALED    
 DA0640* NAVD 88     -       267.14   (+/-2cm)     876.4    (feet)  VERTCON   
 DA0640  ___________________________________________________________________
 DA0640  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0640
 DA0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0640
 DA0640.The horizontal coordinates were scaled from a topographic map and have
 DA0640.an estimated accuracy of +/- 6 seconds.
 DA0640
 DA0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0640.The vertical order pertains to the NGVD 29 superseded value.
 DA0640
 DA0640.The geoid height was determined by GEOID03.
 DA0640
 DA0640;                    North         East    Units  Estimated Accuracy
 DA0640;SPC AZ C     -   209,320.      142,250.      MT  (+/- 180 meters Scaled)
 DA0640
 DA0640                          SUPERSEDED SURVEY CONTROL
 DA0640
 DA0640  NGVD 29 (??/??/92)  266.534  (m)          874.45   (f) ADJ UNCH    2 0
 DA0640
 DA0640.Superseded values are not recommended for survey control.
 DA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0640.See file dsdata.txt to determine how the superseded data were derived.
 DA0640
 DA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431398(NAD 83)
 DA0640_MARKER: DB = BENCH MARK DISK
 DA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0640_STAMPING: E 87.1935
 DA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0640+STABILITY: SURFACE MOTION
 DA0640
 DA0640  HISTORY     - Date     Condition        Report By
 DA0640  HISTORY     - 1935     MONUMENTED       CGS
 DA0640  HISTORY     - 1951     GOOD             NGS
 DA0640
 DA0640                          STATION DESCRIPTION
 DA0640
 DA0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0640'5.7 MI SE FROM GILA BEND.
 DA0640'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0640'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A TRACK
 DA0640'ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE SOUTH
 DA0640'ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTHEAST ALONG A TRACK ROAD,
 DA0640'ABOUT 79 YARDS NORTHWEST OF A POINT WHERE THE ROAD CROSSES A WASH, 25
 DA0640'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHEAST OF A
 DA0640'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0640'FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1137 ***********************************************************************
 CZ1137  DESIGNATION -  E 88
 CZ1137  PID         -  CZ1137
 CZ1137  STATE/COUNTY-  AZ/PINAL
 CZ1137  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1137
 CZ1137                         *CURRENT SURVEY CONTROL
 CZ1137  ___________________________________________________________________
 CZ1137* NAD 83(1986)-  32 46 03.     (N)    111 56 42.     (W)     SCALED    
 CZ1137* NAVD 88     -       438.73   (+/-2cm)    1439.4    (feet)  VERTCON   
 CZ1137  ___________________________________________________________________
 CZ1137  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1137
 CZ1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1137
 CZ1137.The horizontal coordinates were scaled from a topographic map and have
 CZ1137.an estimated accuracy of +/- 6 seconds.
 CZ1137
 CZ1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1137.The vertical order pertains to the NGVD 29 superseded value.
 CZ1137
 CZ1137.The geoid height was determined by GEOID03.
 CZ1137
 CZ1137;                    North         East    Units  Estimated Accuracy
 CZ1137;SPC AZ C     -   195,970.      210,710.      MT  (+/- 180 meters Scaled)
 CZ1137
 CZ1137                          SUPERSEDED SURVEY CONTROL
 CZ1137
 CZ1137  NGVD 29 (??/??/92)  438.123  (m)         1437.41   (f) ADJ UNCH    2 0
 CZ1137
 CZ1137.Superseded values are not recommended for survey control.
 CZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1137.See file dsdata.txt to determine how the superseded data were derived.
 CZ1137
 CZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB114259(NAD 83)
 CZ1137_MARKER: DB = BENCH MARK DISK
 CZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1137_STAMPING: E 88 1935
 CZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1137+STABILITY: SURFACE MOTION
 CZ1137
 CZ1137  HISTORY     - Date     Condition        Report By
 CZ1137  HISTORY     - 1935     MONUMENTED       CGS
 CZ1137  HISTORY     - 1951     GOOD             NGS
 CZ1137
 CZ1137                          STATION DESCRIPTION
 CZ1137
 CZ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1137'6.2 MI NW FROM COCKLEBUR.
 CZ1137'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1137'VILLAGE OF COCKLEBUR, THENCE 2 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1137'FENCE OF THE PAPAGO INDIAN RESERVATION, ABOUT 116 YARDS EAST OF
 CZ1137'SECTION CORNER (S33, S34, PIR), ABOUT 121 YARDS EAST OF AN ACCESS ROAD
 CZ1137'TO THE RESERVATION, 1.3 FEET NORTH OF THE FENCE, 2.1 FEET SOUTH OF A
 CZ1137'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ1137'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0114 ***********************************************************************
 GP0114  DESIGNATION -  E 88
 GP0114  PID         -  GP0114
 GP0114  STATE/COUNTY-  AZ/COCONINO
 GP0114  USGS QUAD   -  PAGE (1985)
 GP0114
 GP0114                         *CURRENT SURVEY CONTROL
 GP0114  ___________________________________________________________________
 GP0114* NAD 83(1986)-  36 55 43.     (N)    111 28 44.     (W)     SCALED    
 GP0114* NAVD 88     -      1046.258  (meters)    3432.60   (feet)  ADJUSTED  
 GP0114  ___________________________________________________________________
 GP0114  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0114  DYNAMIC HT  -        1045.069 (meters)    3428.70  (feet)  COMP
 GP0114  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 GP0114
 GP0114  VERT ORDER  -  FIRST     CLASS II
 GP0114
 GP0114.The horizontal coordinates were scaled from a topographic map and have
 GP0114.an estimated accuracy of +/- 6 seconds.
 GP0114
 GP0114.The orthometric height was determined by differential leveling
 GP0114.and adjusted by the National Geodetic Survey in June 1991..
 GP0114
 GP0114.The geoid height was determined by GEOID03.
 GP0114
 GP0114.The dynamic height is computed by dividing the NAVD 88
 GP0114.geopotential number by the normal gravity value computed on the
 GP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0114.degrees latitude (g = 980.6199 gals.).
 GP0114
 GP0114.The modeled gravity was interpolated from observed gravity values.
 GP0114
 GP0114;                    North         East    Units  Estimated Accuracy
 GP0114;SPC AZ C     -   657,640.      252,360.      MT  (+/- 180 meters Scaled)
 GP0114
 GP0114                          SUPERSEDED SURVEY CONTROL
 GP0114
 GP0114  NGVD 29 (??/??/92) 1045.369  (m)         3429.68   (f) ADJ UNCH    1 2
 GP0114
 GP0114.Superseded values are not recommended for survey control.
 GP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0114.See file dsdata.txt to determine how the superseded data were derived.
 GP0114
 GP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF573870(NAD 83)
 GP0114_MARKER: DD = SURVEY DISK
 GP0114_SETTING: 66 = SET IN ROCK OUTCROP
 GP0114_SP_SET: SANDSTONE OUTCROP
 GP0114_STAMPING: E 88
 GP0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0114+STABILITY: POSITION/ELEVATION WELL
 GP0114
 GP0114  HISTORY     - Date     Condition        Report By
 GP0114  HISTORY     - UNK      MONUMENTED       BOR
 GP0114  HISTORY     - 1962     GOOD             NGS
 GP0114
 GP0114                          STATION DESCRIPTION
 GP0114
 GP0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0114'4.65 MI S FROM PAGE.
 GP0114'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0114'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0114'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE
 GP0114'1.35 MILE NORTH INTO THE POWERPLANT SERVICE TUNNEL, AT ADIT NO. 6 OF
 GP0114'THE SERVICE ROAD TUNNEL, 113 FEET WEST OF THE CENTERLINE OF SERVICE
 GP0114'ROAD TUNNEL, 59 FEET EAST OF THE WEST END OF THE ADIT, 6.5 FEET SOUTH
 GP0114'OF THE CENTERLINE OF THE ADIT, ABOUT LEVEL WITH THE FLOOR OF THE ADIT,
 GP0114'AND SET IN THE TOP OF A SANDSTONE OUTCROP AT THE BASE OF THE SOUTH
 GP0114'WALL OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0005 ***********************************************************************
 DA0005  DESIGNATION -  E 89
 DA0005  PID         -  DA0005
 DA0005  STATE/COUNTY-  AZ/MARICOPA
 DA0005  USGS QUAD   -  CONLEY WELL (1979)
 DA0005
 DA0005                         *CURRENT SURVEY CONTROL
 DA0005  ___________________________________________________________________
 DA0005* NAD 83(1986)-  32 54 52.     (N)    112 17 22.     (W)     SCALED    
 DA0005* NAVD 88     -       515.53   (+/-2cm)    1691.4    (feet)  VERTCON   
 DA0005  ___________________________________________________________________
 DA0005  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0005
 DA0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0005
 DA0005.The horizontal coordinates were scaled from a topographic map and have
 DA0005.an estimated accuracy of +/- 6 seconds.
 DA0005
 DA0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0005.The vertical order pertains to the NGVD 29 superseded value.
 DA0005
 DA0005.The geoid height was determined by GEOID03.
 DA0005
 DA0005;                    North         East    Units  Estimated Accuracy
 DA0005;SPC AZ C     -   212,330.      178,490.      MT  (+/- 180 meters Scaled)
 DA0005
 DA0005                          SUPERSEDED SURVEY CONTROL
 DA0005
 DA0005  NGVD 29 (??/??/92)  514.887  (m)         1689.26   (f) ADJ UNCH    2 0
 DA0005
 DA0005.Superseded values are not recommended for survey control.
 DA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0005.See file dsdata.txt to determine how the superseded data were derived.
 DA0005
 DA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794425(NAD 83)
 DA0005_MARKER: DB = BENCH MARK DISK
 DA0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0005_STAMPING: E 89 1935
 DA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0005+STABILITY: SURFACE MOTION
 DA0005
 DA0005  HISTORY     - Date     Condition        Report By
 DA0005  HISTORY     - 1935     MONUMENTED       CGS
 DA0005  HISTORY     - 1977     GOOD             USGS
 DA0005
 DA0005                          STATION DESCRIPTION
 DA0005
 DA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0005'30.3 MI NE FROM GILA.
 DA0005'30.3 MILES NORTHEAST OF GILA, MARICOPA COUNTY. THIS BENCH MARK MAY BE
 DA0005'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0005'MILES EAST ALONG STATE HIGHWAY 84, THENCE 5.0 MILES NORTH ALONG A DIRT
 DA0005'ROAD LEADING TO MOBILE.  IT IS 150 FEET SOUTH OF THE CENTER OF A WASH
 DA0005'WHICH CROSSES THE ROAD, AND 15 FEET EAST OF THE CENTERLINE OF THE ROAD
 DA0005'LEADING NORTH.  A STANDARD DISK, STAMPED E 89 1935 AND SET IN THE TOP
 DA0005'OF A CONCRETE POST.
 DA0005
 DA0005                          STATION RECOVERY (1977)
 DA0005
 DA0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0005'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0005'8 TO VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE W.
 DA0005'ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION LINE
 DA0005'RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD FOR 1.0 MI, THENCE
 DA0005'N. ALONG A SECTION LINE RD. FOR 1.1 MI, ABOUT 600 FT N. OF SEC CORNER
 DA0005'7/T6S/R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1034 ***********************************************************************
 DA1034  DESIGNATION -  E 9
 DA1034  PID         -  DA1034
 DA1034  STATE/COUNTY-  AZ/YUMA
 DA1034  USGS QUAD   -  TEXAS HILL (1982)
 DA1034
 DA1034                         *CURRENT SURVEY CONTROL
 DA1034  ___________________________________________________________________
 DA1034* NAD 83(1986)-  32 51 00.     (N)    113 43 04.     (W)     SCALED    
 DA1034* NAVD 88     -       116.30   (+/-2cm)     381.6    (feet)  VERTCON   
 DA1034  ___________________________________________________________________
 DA1034  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DA1034
 DA1034  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1034
 DA1034.The horizontal coordinates were scaled from a topographic map and have
 DA1034.an estimated accuracy of +/- 6 seconds.
 DA1034
 DA1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1034.The vertical order pertains to the NGVD 29 superseded value.
 DA1034
 DA1034.The geoid height was determined by GEOID03.
 DA1034
 DA1034;                    North         East    Units  Estimated Accuracy
 DA1034;SPC AZ W     -   205,130.      216,380.      MT  (+/- 180 meters Scaled)
 DA1034
 DA1034                          SUPERSEDED SURVEY CONTROL
 DA1034
 DA1034  NGVD 29 (??/??/92)  115.677  (m)          379.52   (f) ADJ UNCH    1 2
 DA1034
 DA1034.Superseded values are not recommended for survey control.
 DA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1034.See file dsdata.txt to determine how the superseded data were derived.
 DA1034
 DA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB456379(NAD 83)
 DA1034_MARKER: DB = BENCH MARK DISK
 DA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1034_STAMPING: 379.511 E 9 1927
 DA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1034+STABILITY: SURFACE MOTION
 DA1034
 DA1034  HISTORY     - Date     Condition        Report By
 DA1034  HISTORY     - 1927     MONUMENTED       CGS
 DA1034  HISTORY     - 1935     GOOD             NGS
 DA1034
 DA1034                          STATION DESCRIPTION
 DA1034
 DA1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1034'24.0 MI SW FROM HYDER.
 DA1034'24.0 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1034'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 75 FEET
 DA1034'SOUTH OF THE TENTH POLE NORTHEAST OF MILEPOST 798, 99 FEET SOUTHEAST
 DA1034'OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE,
 DA1034'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 379.511 E 9
 DA1034'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA1034'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0284 ***********************************************************************
 DA0284  DESIGNATION -  E 90
 DA0284  PID         -  DA0284
 DA0284  STATE/COUNTY-  AZ/PIMA
 DA0284  USGS QUAD   -  VENTANA (1990)
 DA0284
 DA0284                         *CURRENT SURVEY CONTROL
 DA0284  ___________________________________________________________________
 DA0284* NAD 83(1986)-  32 24 05.     (N)    112 10 30.     (W)     SCALED    
 DA0284* NAVD 88     -       660.00   (+/-2cm)    2165.3    (feet)  VERTCON   
 DA0284  ___________________________________________________________________
 DA0284  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DA0284
 DA0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0284
 DA0284.The horizontal coordinates were scaled from a topographic map and have
 DA0284.an estimated accuracy of +/- 6 seconds.
 DA0284
 DA0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0284.The vertical order pertains to the NGVD 29 superseded value.
 DA0284
 DA0284.The geoid height was determined by GEOID03.
 DA0284
 DA0284;                    North         East    Units  Estimated Accuracy
 DA0284;SPC AZ C     -   155,400.      189,060.      MT  (+/- 180 meters Scaled)
 DA0284
 DA0284                          SUPERSEDED SURVEY CONTROL
 DA0284
 DA0284  NGVD 29 (??/??/92)  659.328  (m)         2163.15   (f) ADJ UNCH    2 0
 DA0284
 DA0284.Superseded values are not recommended for survey control.
 DA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0284.See file dsdata.txt to determine how the superseded data were derived.
 DA0284
 DA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA894855(NAD 83)
 DA0284_MARKER: DB = BENCH MARK DISK
 DA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0284_STAMPING: E 90 1935
 DA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0284+STABILITY: SURFACE MOTION
 DA0284
 DA0284  HISTORY     - Date     Condition        Report By
 DA0284  HISTORY     - 1935     MONUMENTED       CGS
 DA0284  HISTORY     - 1952     GOOD             NGS
 DA0284
 DA0284                          STATION DESCRIPTION
 DA0284
 DA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0284'7.45 MI SE FROM VENTANA.
 DA0284'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0284'THENCE 3.7 MILES SOUTH ALONG A TRACK ROAD, AT THE CENTER OF A BARREN
 DA0284'ROCKY FLAT, 117 FEET NORTHEAST AND ACROSS THE ROAD FROM A LONE GIANT
 DA0284'SAGUARO, 20 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 DA0284'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0284'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0932 ***********************************************************************
 CZ0932  DESIGNATION -  E 91
 CZ0932  PID         -  CZ0932
 CZ0932  STATE/COUNTY-  AZ/PIMA
 CZ0932  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0932
 CZ0932                         *CURRENT SURVEY CONTROL
 CZ0932  ___________________________________________________________________
 CZ0932* NAD 83(1986)-  32 18 30.     (N)    111 53 32.     (W)     SCALED    
 CZ0932* NAVD 88     -       562.40   (+/-2cm)    1845.1    (feet)  VERTCON   
 CZ0932  ___________________________________________________________________
 CZ0932  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CZ0932
 CZ0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0932
 CZ0932.The horizontal coordinates were scaled from a topographic map and have
 CZ0932.an estimated accuracy of +/- 6 seconds.
 CZ0932
 CZ0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0932.The vertical order pertains to the NGVD 29 superseded value.
 CZ0932
 CZ0932.The geoid height was determined by GEOID03.
 CZ0932
 CZ0932;                    North         East    Units  Estimated Accuracy
 CZ0932;SPC AZ C     -   145,060.      215,660.      MT  (+/- 180 meters Scaled)
 CZ0932
 CZ0932                          SUPERSEDED SURVEY CONTROL
 CZ0932
 CZ0932  NGVD 29 (??/??/92)  561.784  (m)         1843.12   (f) ADJ UNCH    2 0
 CZ0932
 CZ0932.Superseded values are not recommended for survey control.
 CZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0932.See file dsdata.txt to determine how the superseded data were derived.
 CZ0932
 CZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA160749(NAD 83)
 CZ0932_MARKER: DB = BENCH MARK DISK
 CZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0932_STAMPING: E 91 1935
 CZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0932+STABILITY: SURFACE MOTION
 CZ0932
 CZ0932  HISTORY     - Date     Condition        Report By
 CZ0932  HISTORY     - 1935     MONUMENTED       CGS
 CZ0932  HISTORY     - 1952     GOOD             NGS
 CZ0932
 CZ0932                          STATION DESCRIPTION
 CZ0932
 CZ0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0932'8.7 MI E FROM SANTA ROSA.
 CZ0932'8.7 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0932'APPROXIMATELY 1 1/2 MILE DUE SOUTH OF A WHITE PEAK WHICH IS LOCATED AT
 CZ0932'THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, 0.75 MILE EAST OF THE Y
 CZ0932'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST WHICH FORMS A LOOP WITH THE
 CZ0932'MAIN ROAD, 0.75 MILE NORTH WEST OF THE EAST END OF THE LOOP AND A
 CZ0932'FENCE CORNER, AT A MEADOW LIKE CLEARING LIGHTLY SPOTTED WITH MESQUITE
 CZ0932'BRUSH, ABOUT 50 YARDS SOUTH OF THE NORTH EDGE OF THE CLEARING, 65 FEET
 CZ0932'NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.9 FEET
 CZ0932'WEST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0891 ***********************************************************************
 CZ0891  DESIGNATION -  E 93
 CZ0891  PID         -  CZ0891
 CZ0891  STATE/COUNTY-  AZ/PIMA
 CZ0891  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0891
 CZ0891                         *CURRENT SURVEY CONTROL
 CZ0891  ___________________________________________________________________
 CZ0891* NAD 83(1986)-  32 19 23.     (N)    111 47 12.     (W)     SCALED    
 CZ0891* NAVD 88     -       576.70   (+/-2cm)    1892.1    (feet)  VERTCON   
 CZ0891  ___________________________________________________________________
 CZ0891  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ0891
 CZ0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0891
 CZ0891.The horizontal coordinates were scaled from a topographic map and have
 CZ0891.an estimated accuracy of +/- 6 seconds.
 CZ0891
 CZ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0891.The vertical order pertains to the NGVD 29 superseded value.
 CZ0891
 CZ0891.The geoid height was determined by GEOID03.
 CZ0891
 CZ0891;                    North         East    Units  Estimated Accuracy
 CZ0891;SPC AZ C     -   146,690.      225,600.      MT  (+/- 180 meters Scaled)
 CZ0891
 CZ0891                          SUPERSEDED SURVEY CONTROL
 CZ0891
 CZ0891  NGVD 29 (??/??/92)  576.103  (m)         1890.10   (f) ADJ UNCH    2 0
 CZ0891
 CZ0891.Superseded values are not recommended for survey control.
 CZ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0891.See file dsdata.txt to determine how the superseded data were derived.
 CZ0891
 CZ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA259765(NAD 83)
 CZ0891_MARKER: DB = BENCH MARK DISK
 CZ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0891_STAMPING: E 93 1935
 CZ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0891+STABILITY: SURFACE MOTION
 CZ0891
 CZ0891  HISTORY     - Date     Condition        Report By
 CZ0891  HISTORY     - 1935     MONUMENTED       CGS
 CZ0891  HISTORY     - 1952     GOOD             NGS
 CZ0891
 CZ0891                          STATION DESCRIPTION
 CZ0891
 CZ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0891'15.65 MI E FROM SANTA ROSA.
 CZ0891'15.25 MILES EAST ALONG A TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0891'THENCE 0.4 MILES NORTH ALONG A DIM TRACK ROAD, 0.4 MILE NORTH OF A
 CZ0891'BENCH MARK R 318, ABOUT 0.15 MILE NORTH OF A WASH, IN A GREASEWOOD
 CZ0891'FLAT, 19 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET
 CZ0891'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0891'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0658 ***********************************************************************
 CZ0658  DESIGNATION -  E 94
 CZ0658  PID         -  CZ0658
 CZ0658  STATE/COUNTY-  AZ/PIMA
 CZ0658  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0658
 CZ0658                         *CURRENT SURVEY CONTROL
 CZ0658  ___________________________________________________________________
 CZ0658* NAD 83(1986)-  32 09 17.     (N)    111 11 15.     (W)     SCALED    
 CZ0658* NAVD 88     -       716.66   (+/-2cm)    2351.2    (feet)  VERTCON   
 CZ0658  ___________________________________________________________________
 CZ0658  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0658
 CZ0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0658
 CZ0658.The horizontal coordinates were scaled from a topographic map and have
 CZ0658.an estimated accuracy of +/- 6 seconds.
 CZ0658
 CZ0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0658.The vertical order pertains to the NGVD 29 superseded value.
 CZ0658
 CZ0658.The geoid height was determined by GEOID03.
 CZ0658
 CZ0658;                    North         East    Units  Estimated Accuracy
 CZ0658;SPC AZ C     -   128,260.      282,140.      MT  (+/- 180 meters Scaled)
 CZ0658
 CZ0658                          SUPERSEDED SURVEY CONTROL
 CZ0658
 CZ0658  NGVD 29 (??/??/92)  715.988  (m)         2349.04   (f) ADJ UNCH    2 0
 CZ0658
 CZ0658.Superseded values are not recommended for survey control.
 CZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0658.See file dsdata.txt to determine how the superseded data were derived.
 CZ0658
 CZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA823576(NAD 83)
 CZ0658_MARKER: DB = BENCH MARK DISK
 CZ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0658_STAMPING: E 94 1935
 CZ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0658+STABILITY: SURFACE MOTION
 CZ0658
 CZ0658  HISTORY     - Date     Condition        Report By
 CZ0658  HISTORY     - 1935     MONUMENTED       CGS
 CZ0658  HISTORY     - 1951     GOOD             NGS
 CZ0658
 CZ0658                          STATION DESCRIPTION
 CZ0658
 CZ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0658'15.6 MI W FROM TUCSON.
 CZ0658'13.6 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0658'STATE HIGHWAY 86, THENCE 1.7 MILES NORTH ALONG A SAND AND DIRT ROAD TO
 CZ0658'A DIRT WATER TANK, THENCE 0.3 MILE EAST AND NORTH ALONG A TRACK ROAD,
 CZ0658'IN A SMALL CLEARING OF MESQUITE TREES, 0.3 MILE NORTHEAST OF A DIRT
 CZ0658'WATER TANK, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 CZ0658'2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0658'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0607 ***********************************************************************
 FR0607  DESIGNATION -  E 95
 FR0607  PID         -  FR0607
 FR0607  STATE/COUNTY-  AZ/MOHAVE
 FR0607  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0607
 FR0607                         *CURRENT SURVEY CONTROL
 FR0607  ___________________________________________________________________
 FR0607* NAD 83(1986)-  35 55 31.     (N)    113 52 34.     (W)     SCALED    
 FR0607* NAVD 88     -      1579.793  (meters)    5183.04   (feet)  POSTED    
 FR0607  ___________________________________________________________________
 FR0607  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FR0607  DYNAMIC HT  -        1577.880 (meters)    5176.76  (feet)  COMP
 FR0607  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 FR0607
 FR0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0607
 FR0607.The horizontal coordinates were scaled from a topographic map and have
 FR0607.an estimated accuracy of +/- 6 seconds.
 FR0607
 FR0607.The orthometric height was determined by differential leveling
 FR0607.and adjusted by the National Geodetic Survey in 1992..
 FR0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0607.rate of 0.0 thru 1.0 mm/km.
 FR0607
 FR0607.The geoid height was determined by GEOID03.
 FR0607
 FR0607.The dynamic height is computed by dividing the NAVD 88
 FR0607.geopotential number by the normal gravity value computed on the
 FR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0607.degrees latitude (g = 980.6199 gals.).
 FR0607
 FR0607.The modeled gravity was interpolated from observed gravity values.
 FR0607
 FR0607;                    North         East    Units  Estimated Accuracy
 FR0607;SPC AZ W     -   546,250.      201,980.      MT  (+/- 180 meters Scaled)
 FR0607
 FR0607                          SUPERSEDED SURVEY CONTROL
 FR0607
 FR0607  NGVD 29 (??/??/92) 1578.953  (m)         5180.28   (f) ADJ UNCH    2 0
 FR0607
 FR0607.Superseded values are not recommended for survey control.
 FR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0607.See file dsdata.txt to determine how the superseded data were derived.
 FR0607
 FR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE405794(NAD 83)
 FR0607_MARKER: DB = BENCH MARK DISK
 FR0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0607_STAMPING: E 95 1935
 FR0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0607+STABILITY: SURFACE MOTION
 FR0607
 FR0607  HISTORY     - Date     Condition        Report By
 FR0607  HISTORY     - 1935     MONUMENTED       CGS
 FR0607  HISTORY     - 1968     GOOD             USGS
 FR0607
 FR0607                          STATION DESCRIPTION
 FR0607
 FR0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0607'54.9 MI NW FROM PEACH SPRINGS.
 FR0607'54.9 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 12.0 MILES
 FR0607'EAST OF DIAMOND BAR RANCH, ABOUT 0.1 MILES SOUTH OF AN ABANDONED ROAD,
 FR0607'130 YARDS WEST OF A JEEP TRAIL, 22 YARDS S SE OF A LARGE BUSHY JUNIPER
 FR0607'TREE, 40 YARDS N NE OF A SHALLOW DRAIN AND SET IN THE TOP OF A
 FR0607'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0651 ***********************************************************************
 FR0651  DESIGNATION -  E 96
 FR0651  PID         -  FR0651
 FR0651  STATE/COUNTY-  AZ/MOHAVE
 FR0651  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0651
 FR0651                         *CURRENT SURVEY CONTROL
 FR0651  ___________________________________________________________________
 FR0651* NAD 83(1986)-  35 34 58.     (N)    113 32 53.     (W)     SCALED    
 FR0651* NAVD 88     -      1461.594  (meters)    4795.25   (feet)  POSTED    
 FR0651  ___________________________________________________________________
 FR0651  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FR0651  DYNAMIC HT  -        1459.780 (meters)    4789.29  (feet)  COMP
 FR0651  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 FR0651
 FR0651  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0651
 FR0651.The horizontal coordinates were scaled from a topographic map and have
 FR0651.an estimated accuracy of +/- 6 seconds.
 FR0651
 FR0651.The orthometric height was determined by differential leveling
 FR0651.and adjusted by the National Geodetic Survey in 1992..
 FR0651.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0651.rate of 0.0 thru 1.0 mm/km.
 FR0651
 FR0651.The geoid height was determined by GEOID03.
 FR0651
 FR0651.The dynamic height is computed by dividing the NAVD 88
 FR0651.geopotential number by the normal gravity value computed on the
 FR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0651.degrees latitude (g = 980.6199 gals.).
 FR0651
 FR0651.The modeled gravity was interpolated from observed gravity values.
 FR0651
 FR0651;                    North         East    Units  Estimated Accuracy
 FR0651;SPC AZ W     -   508,260.      231,660.      MT  (+/- 180 meters Scaled)
 FR0651
 FR0651                          SUPERSEDED SURVEY CONTROL
 FR0651
 FR0651  NGVD 29 (??/??/92) 1460.693  (m)         4792.29   (f) ADJ UNCH    2 0
 FR0651
 FR0651.Superseded values are not recommended for survey control.
 FR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0651.See file dsdata.txt to determine how the superseded data were derived.
 FR0651
 FR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE691406(NAD 83)
 FR0651_MARKER: DB = BENCH MARK DISK
 FR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0651_STAMPING: E 96 1935
 FR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0651+STABILITY: SURFACE MOTION
 FR0651
 FR0651  HISTORY     - Date     Condition        Report By
 FR0651  HISTORY     - 1935     MONUMENTED       CGS
 FR0651
 FR0651                          STATION DESCRIPTION
 FR0651
 FR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0651'9.2 MI NW FROM PEACH SPRINGS.
 FR0651'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0651'COUNTY, AT A CATTLE GUARD AND FENCE CROSSING, 36 FEET NORTHEAST OF THE
 FR0651'CENTER LINE OF THE ROAD, AND 1 FOOT NORTHWEST OF THE FENCE.  A
 FR0651'STANDARD DISK, STAMPED E 96 1935 AND SET IN THE TOP OF A CONCRETE
 FR0651'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0640 ***********************************************************************
 FR0640  DESIGNATION -  E 97
 FR0640  PID         -  FR0640
 FR0640  STATE/COUNTY-  AZ/MOHAVE
 FR0640  USGS QUAD   -  SPENCER CANYON (1967)
 FR0640
 FR0640                         *CURRENT SURVEY CONTROL
 FR0640  ___________________________________________________________________
 FR0640* NAD 83(1986)-  35 49 19.     (N)    113 39 00.     (W)     SCALED    
 FR0640* NAVD 88     -       363.932  (meters)    1194.00   (feet)  POSTED    
 FR0640  ___________________________________________________________________
 FR0640  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0640  DYNAMIC HT  -         363.470 (meters)    1192.48  (feet)  COMP
 FR0640  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0640
 FR0640  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0640
 FR0640.The horizontal coordinates were scaled from a topographic map and have
 FR0640.an estimated accuracy of +/- 6 seconds.
 FR0640
 FR0640.The orthometric height was determined by differential leveling
 FR0640.and adjusted by the National Geodetic Survey in 1992..
 FR0640.No vertical observational check was made to the station.
 FR0640.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0640.was located on a no-check spur therefore a value was not computed.
 FR0640
 FR0640.The geoid height was determined by GEOID03.
 FR0640
 FR0640.The dynamic height is computed by dividing the NAVD 88
 FR0640.geopotential number by the normal gravity value computed on the
 FR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0640.degrees latitude (g = 980.6199 gals.).
 FR0640
 FR0640.The modeled gravity was interpolated from observed gravity values.
 FR0640
 FR0640;                    North         East    Units  Estimated Accuracy
 FR0640;SPC AZ W     -   534,780.      222,400.      MT  (+/- 180 meters Scaled)
 FR0640
 FR0640                          SUPERSEDED SURVEY CONTROL
 FR0640
 FR0640  NGVD 29 (??/??/92)  362.986  (m)         1190.90   (f) ADJ UNCH    2 0
 FR0640
 FR0640.Superseded values are not recommended for survey control.
 FR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0640.See file dsdata.txt to determine how the superseded data were derived.
 FR0640
 FR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE605674(NAD 83)
 FR0640_MARKER: DB = BENCH MARK DISK
 FR0640_SETTING: 80 = SET IN A BOULDER
 FR0640_SP_SET: BOULDER
 FR0640_STAMPING: E 97 1935
 FR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0640+STABILITY: SURFACE MOTION
 FR0640
 FR0640  HISTORY     - Date     Condition        Report By
 FR0640  HISTORY     - 1935     MONUMENTED       CGS
 FR0640  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0640
 FR0640                          STATION DESCRIPTION
 FR0640
 FR0640'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0640'26.9 MI NW FROM PEACH SPRINGS.
 FR0640'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0640'THENCE ABOUT 15.9 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0640'RIVER ROAD AND PACK TRAIL, ABOUT 0.4 MILE SOUTH OF THE COLORADO RIVER,
 FR0640'AT THE CENTER OF SPENCER CANYON, AND IN THE TOP OF A LARGE FLAT
 FR0640'BOULDER.  A STANDARD DISK.  STAMPED E 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0106 ***********************************************************************
 ET0106  DESIGNATION -  E 98
 ET0106  PID         -  ET0106
 ET0106  STATE/COUNTY-  AZ/YAVAPAI
 ET0106  USGS QUAD   -  PERKINSVILLE (1973)
 ET0106
 ET0106                         *CURRENT SURVEY CONTROL
 ET0106  ___________________________________________________________________
 ET0106* NAD 83(1986)-  34 54 28.     (N)    112 14 02.     (W)     SCALED    
 ET0106* NAVD 88     -      1235.34   (+/-2cm)    4052.9    (feet)  VERTCON   
 ET0106  ___________________________________________________________________
 ET0106  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ET0106
 ET0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0106
 ET0106.The horizontal coordinates were scaled from a topographic map and have
 ET0106.an estimated accuracy of +/- 6 seconds.
 ET0106
 ET0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0106.The vertical order pertains to the NGVD 29 superseded value.
 ET0106
 ET0106.The geoid height was determined by GEOID03.
 ET0106
 ET0106;                    North         East    Units  Estimated Accuracy
 ET0106;SPC AZ C     -   433,390.      184,370.      MT  (+/- 180 meters Scaled)
 ET0106
 ET0106                          SUPERSEDED SURVEY CONTROL
 ET0106
 ET0106  NGVD 29 (??/??/92) 1234.577  (m)         4050.44   (f) ADJ UNCH    2 0
 ET0106
 ET0106.Superseded values are not recommended for survey control.
 ET0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0106.See file dsdata.txt to determine how the superseded data were derived.
 ET0106
 ET0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD872635(NAD 83)
 ET0106_MARKER: DB = BENCH MARK DISK
 ET0106_SETTING: 66 = SET IN ROCK OUTCROP
 ET0106_SP_SET: LIMESTONE OUTCROP
 ET0106_STAMPING: E 98 1935
 ET0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0106+STABILITY: POSITION/ELEVATION WELL
 ET0106
 ET0106  HISTORY     - Date     Condition        Report By
 ET0106  HISTORY     - 1935     MONUMENTED       CGS
 ET0106
 ET0106                          STATION DESCRIPTION
 ET0106
 ET0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0106'3.1 MI NW FROM PERKINSVILLE.
 ET0106'3.1 MI. N.W. ALONG AT AND SF R.R. 11 RAILS E. OF MILE POST NO.16,
 ET0106'ABOUT 100 FT. N.E. OF A CURVE IN THE TRACK, 54 FT. N. OF THE CENTER
 ET0106'LINE OF TRACK, AND ABOUT 4 FT. ABOVE THE TRACK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0838 ***********************************************************************
 DW0838  DESIGNATION -  E 99
 DW0838  PID         -  DW0838
 DW0838  STATE/COUNTY-  AZ/LA PAZ
 DW0838  USGS QUAD   -  BOUSE NW (1990)
 DW0838
 DW0838                         *CURRENT SURVEY CONTROL
 DW0838  ___________________________________________________________________
 DW0838* NAD 83(1986)-  33 59 51.     (N)    114 11 31.     (W)     SCALED    
 DW0838* NAVD 88     -       213.62   (+/-2cm)     700.9    (feet)  VERTCON   
 DW0838  ___________________________________________________________________
 DW0838  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DW0838
 DW0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0838
 DW0838.The horizontal coordinates were scaled from a topographic map and have
 DW0838.an estimated accuracy of +/- 6 seconds.
 DW0838
 DW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0838.The vertical order pertains to the NGVD 29 superseded value.
 DW0838
 DW0838.The geoid height was determined by GEOID03.
 DW0838
 DW0838;                    North         East    Units  Estimated Accuracy
 DW0838;SPC AZ W     -   332,480.      172,530.      MT  (+/- 180 meters Scaled)
 DW0838
 DW0838                          SUPERSEDED SURVEY CONTROL
 DW0838
 DW0838  NGVD 29 (??/??/??)  213.014  (m)          698.86   (f) ADJUSTED    2 0
 DW0838
 DW0838.Superseded values are not recommended for survey control.
 DW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0838.See file dsdata.txt to determine how the superseded data were derived.
 DW0838
 DW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT593654(NAD 83)
 DW0838_MARKER: DB = BENCH MARK DISK
 DW0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0838_STAMPING: E 99 1935
 DW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0838+STABILITY: SURFACE MOTION
 DW0838
 DW0838  HISTORY     - Date     Condition        Report By
 DW0838  HISTORY     - 1935     MONUMENTED       CGS
 DW0838  HISTORY     - 19870427 MARK NOT FOUND   USGS
 DW0838
 DW0838                          STATION DESCRIPTION
 DW0838
 DW0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0838'1.9 MI W FROM WALL.
 DW0838'ABOUT 1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0838'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 132 YARDS
 DW0838'(12 RAILS) EAST OF MILEAGE 92.5, ABOUT 19 1/2 RAILS EAST OF
 DW0838'WOODEN BRIDGE 93 B, 36 FEET EAST OF A POLE, AND 34 FEET SOUTH
 DW0838'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DW0838'E 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DW0838
 DW0838                          STATION RECOVERY (1987)
 DW0838
 DW0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PMY)
 DW0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6363 ***********************************************************************
 DF6363  PACS        -  This is a Primary Airport Control Station.
 DF6363  DESIGNATION -  E51A
 DF6363  PID         -  DF6363
 DF6363  STATE/COUNTY-  AZ/YAVAPAI
 DF6363  USGS QUAD   -  BAGDAD (1986)
 DF6363
 DF6363                         *CURRENT SURVEY CONTROL
 DF6363  ___________________________________________________________________
 DF6363* NAD 83(1992)-  34 35 23.23169(N)    113 10 41.28242(W)     ADJUSTED  
 DF6363* NAVD 88     -      1278.53   (meters)    4194.6    (feet)  GPS OBS   
 DF6363  ___________________________________________________________________
 DF6363  X           -  -2,069,275.582 (meters)                     COMP
 DF6363  Y           -  -4,833,074.820 (meters)                     COMP
 DF6363  Z           -   3,601,205.771 (meters)                     COMP
 DF6363  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 DF6363  ELLIP HEIGHT-        1250.26  (meters)          (07/14/03) GPS OBS
 DF6363  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DF6363
 DF6363  HORZ ORDER  -  B
 DF6363  ELLP ORDER  -  THIRD     CLASS I
 DF6363
 DF6363.This mark is at Bagdad Airport  (E51)
 DF6363
 DF6363.The horizontal coordinates were established by GPS observations
 DF6363.and adjusted by the National Geodetic Survey in July 2003..
 DF6363
 DF6363.The orthometric height was determined by GPS observations and a
 DF6363.high-resolution geoid model.
 DF6363
 DF6363.GPS derived orthometric heights for airport stations designated as
 DF6363.PACS or SACS are published to 2 decimal places.  This maintains
 DF6363.centimeter relative accuracy between the PACS and SACS.  It does
 DF6363.not indicate centimeter accuracy relative to other marks which are
 DF6363.part of the NAVD 88 network.
 DF6363
 DF6363.Photographs are available for this station.
 DF6363
 DF6363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6363
 DF6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6363
 DF6363.The ellipsoidal height was determined by GPS observations
 DF6363.and is referenced to NAD 83.
 DF6363
 DF6363.The geoid height was determined by GEOID03.
 DF6363
 DF6363;                    North         East     Units Scale Factor Converg.
 DF6363;SPC AZ C     -   398,794.249    97,639.434   MT  1.00006501   -0 42 58.4
 DF6363;SPC AZ C     - 1,308,380.08    320,339.35   iFT  1.00006501   -0 42 58.4
 DF6363;UTM  12      - 3,829,709.681   300,237.610   MT  1.00009188   -1 14 12.9
 DF6363
 DF6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6363!SPC AZ C     -   0.99980378  x   1.00006501  =   0.99986878
 DF6363!UTM  12      -   0.99980378  x   1.00009188  =   0.99989564
 DF6363
 DF6363                          SUPERSEDED SURVEY CONTROL
 DF6363
 DF6363.No superseded survey control is available for this station.
 DF6363
 DF6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0023829710(NAD 83)
 DF6363_MARKER: DD = SURVEY DISK
 DF6363_SETTING: 66 = SET IN ROCK OUTCROP
 DF6363_STAMPING: E51A 2003
 DF6363_MARK LOGO: AZ-025
 DF6363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6363+STABILITY: POSITION/ELEVATION WELL
 DF6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6363+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6363
 DF6363  HISTORY     - Date     Condition        Report By
 DF6363  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6363
 DF6363                          STATION DESCRIPTION
 DF6363
 DF6363'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6363'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6363'ABOUT
 DF6363'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6363'NORTHWEST OF
 DF6363'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6363'PRESCOTT.  THE
 DF6363'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6363'MAY BE OBTAINED AT 928-771-3183.
 DF6363'
 DF6363'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6363'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6363'THE
 DF6363'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6363'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED ABOUT 357
 DF6363'FT (108.8
 DF6363'M) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST END OF THE RUNWAY.
 DF6363'
 DF6363'THE STATION IS A YAVAPAI COUNTY GIS DISK, A 3 1/4 IN ALUMINUM DISK SET
 DF6363'IN A
 DF6363'ROCK OUTCROP.  IT IS STAMPED E51A 2003.  ITIS 357 FT (108.8 M)
 DF6363'SOUTHEAST OF THE
 DF6363'CENTERLINE OF THE SOUTHWEST END OF THE RUNWAY, 12.5 FT (3.8 M) NORTH
 DF6363'OF A
 DF6363'BARBED WIRE FENCE, AND 3.9 FT (1.2 M) NORTHWEST OF AN ORANGE NGS
 DF6363'CARSONITE WITNESS POST.
 DF6363'
 DF6363'
 DF6363'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 DF6363'(PACS).
 DF6363'
 DF6363'
 DF6363'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6364 ***********************************************************************
 DF6364  SACS        -  This is a Secondary Airport Control Station.
 DF6364  DESIGNATION -  E51B
 DF6364  PID         -  DF6364
 DF6364  STATE/COUNTY-  AZ/YAVAPAI
 DF6364  USGS QUAD   -  BAGDAD (1986)
 DF6364
 DF6364                         *CURRENT SURVEY CONTROL
 DF6364  ___________________________________________________________________
 DF6364* NAD 83(1992)-  34 35 33.11395(N)    113 10 14.65268(W)     ADJUSTED  
 DF6364* NAVD 88     -      1265.49   (meters)    4151.9    (feet)  GPS OBS   
 DF6364  ___________________________________________________________________
 DF6364  X           -  -2,068,579.341 (meters)                     COMP
 DF6364  Y           -  -4,833,173.119 (meters)                     COMP
 DF6364  Z           -   3,601,449.122 (meters)                     COMP
 DF6364  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 DF6364  ELLIP HEIGHT-        1237.25  (meters)          (07/14/03) GPS OBS
 DF6364  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF6364
 DF6364  HORZ ORDER  -  FIRST
 DF6364  ELLP ORDER  -  FIFTH     CLASS I
 DF6364
 DF6364.This mark is at Bagdad Airport  (E51)
 DF6364
 DF6364.The horizontal coordinates were established by GPS observations
 DF6364.and adjusted by the National Geodetic Survey in July 2003..
 DF6364
 DF6364.The orthometric height was determined by GPS observations and a
 DF6364.high-resolution geoid model.
 DF6364
 DF6364.GPS derived orthometric heights for airport stations designated as
 DF6364.PACS or SACS are published to 2 decimal places.  This maintains
 DF6364.centimeter relative accuracy between the PACS and SACS.  It does
 DF6364.not indicate centimeter accuracy relative to other marks which are
 DF6364.part of the NAVD 88 network.
 DF6364
 DF6364.Photographs are available for this station.
 DF6364
 DF6364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6364
 DF6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6364
 DF6364.The ellipsoidal height was determined by GPS observations
 DF6364.and is referenced to NAD 83.
 DF6364
 DF6364.The geoid height was determined by GEOID03.
 DF6364
 DF6364;                    North         East     Units Scale Factor Converg.
 DF6364;SPC AZ C     -   399,090.306    98,321.835   MT  1.00006307   -0 42 43.4
 DF6364;SPC AZ C     - 1,309,351.40    322,578.20   iFT  1.00006307   -0 42 43.4
 DF6364;UTM  12      - 3,829,999.531   300,922.691   MT  1.00008851   -1 13 58.1
 DF6364
 DF6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6364!SPC AZ C     -   0.99980582  x   1.00006307  =   0.99986888
 DF6364!UTM  12      -   0.99980582  x   1.00008851  =   0.99989431
 DF6364
 DF6364                          SUPERSEDED SURVEY CONTROL
 DF6364
 DF6364.No superseded survey control is available for this station.
 DF6364
 DF6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0092330000(NAD 83)
 DF6364_MARKER: DD = SURVEY DISK
 DF6364_SETTING: 66 = SET IN ROCK OUTCROP
 DF6364_STAMPING: E51B 2003
 DF6364_MARK LOGO: AZ-025
 DF6364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6364+STABILITY: POSITION/ELEVATION WELL
 DF6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6364+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6364
 DF6364  HISTORY     - Date     Condition        Report By
 DF6364  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6364
 DF6364                          STATION DESCRIPTION
 DF6364
 DF6364'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6364'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6364'ABOUT
 DF6364'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6364'NORTHWEST OF
 DF6364'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6364'PRESCOTT.  THE
 DF6364'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6364'MAY BE OBTAINED AT 928-771-3183.
 DF6364'
 DF6364'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6364'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6364'THE
 DF6364'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6364'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED 498 FT
 DF6364'(151.8 M)
 DF6364'SOUTHWEST OF A RADIO TOWER ON THE SOUTH SIDE OF THE RUNWAY.
 DF6364'
 DF6364'THE STATION IS A 3 1/4 INCH YAVAPAI COUNTY GIS  ALUMINUM DISK SET IN A
 DF6364'ROCK
 DF6364'OUTCROP, STAMPED E51B 2003.  IT IS 498 FT (151.8 M) SOUTHWEST OF A
 DF6364'RADIO
 DF6364'TOWER, 260 FT (79.2 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 90 FT
 DF6364'(27.4 M)
 DF6364'NORTHWEST OF A BARBED WIRE FENCE, AND 6.7 FT (2.0 M) NORTHEAST OF AN
 DF6364'ORANGE NGS CARSONITE WITNESS POST.
 DF6364'
 DF6364'
 DF6364'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6364'(SACS).
 DF6364'
 DF6364'
 DF6364'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6365 ***********************************************************************
 DF6365  SACS        -  This is a Secondary Airport Control Station.
 DF6365  DESIGNATION -  E51C
 DF6365  PID         -  DF6365
 DF6365  STATE/COUNTY-  AZ/YAVAPAI
 DF6365  USGS QUAD   -  BAGDAD (1986)
 DF6365
 DF6365                         *CURRENT SURVEY CONTROL
 DF6365  ___________________________________________________________________
 DF6365* NAD 83(1992)-  34 35 39.86765(N)    113 09 54.19354(W)     ADJUSTED  
 DF6365* NAVD 88     -      1273.90   (meters)    4179.5    (feet)  GPS OBS   
 DF6365  ___________________________________________________________________
 DF6365  X           -  -2,068,056.175 (meters)                     COMP
 DF6365  Y           -  -4,833,276.004 (meters)                     COMP
 DF6365  Z           -   3,601,625.261 (meters)                     COMP
 DF6365  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 DF6365  ELLIP HEIGHT-        1245.68  (meters)          (07/14/03) GPS OBS
 DF6365  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF6365
 DF6365  HORZ ORDER  -  FIRST
 DF6365  ELLP ORDER  -  FIFTH     CLASS I
 DF6365
 DF6365.This mark is at Bagdad Airport  (E51)
 DF6365
 DF6365.The horizontal coordinates were established by GPS observations
 DF6365.and adjusted by the National Geodetic Survey in July 2003..
 DF6365
 DF6365.The orthometric height was determined by GPS observations and a
 DF6365.high-resolution geoid model.
 DF6365
 DF6365.GPS derived orthometric heights for airport stations designated as
 DF6365.PACS or SACS are published to 2 decimal places.  This maintains
 DF6365.centimeter relative accuracy between the PACS and SACS.  It does
 DF6365.not indicate centimeter accuracy relative to other marks which are
 DF6365.part of the NAVD 88 network.
 DF6365
 DF6365.Photographs are available for this station.
 DF6365
 DF6365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6365
 DF6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6365
 DF6365.The ellipsoidal height was determined by GPS observations
 DF6365.and is referenced to NAD 83.
 DF6365
 DF6365.The geoid height was determined by GEOID03.
 DF6365
 DF6365;                    North         East     Units Scale Factor Converg.
 DF6365;SPC AZ C     -   399,291.951    98,845.760   MT  1.00006158   -0 42 31.9
 DF6365;SPC AZ C     - 1,310,012.96    324,297.11   iFT  1.00006158   -0 42 31.9
 DF6365;UTM  12      - 3,830,196.412   301,448.440   MT  1.00008593   -1 13 46.7
 DF6365
 DF6365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6365!SPC AZ C     -   0.99980450  x   1.00006158  =   0.99986607
 DF6365!UTM  12      -   0.99980450  x   1.00008593  =   0.99989041
 DF6365
 DF6365                          SUPERSEDED SURVEY CONTROL
 DF6365
 DF6365.No superseded survey control is available for this station.
 DF6365
 DF6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0144830196(NAD 83)
 DF6365_MARKER: DD = SURVEY DISK
 DF6365_SETTING: 66 = SET IN ROCK OUTCROP
 DF6365_STAMPING: E51C 2003
 DF6365_MARK LOGO: AZ-025
 DF6365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6365+STABILITY: POSITION/ELEVATION WELL
 DF6365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6365+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6365
 DF6365  HISTORY     - Date     Condition        Report By
 DF6365  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6365
 DF6365                          STATION DESCRIPTION
 DF6365
 DF6365'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6365'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6365'ABOUT
 DF6365'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6365'NORTHWEST OF
 DF6365'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6365'PRESCOTT.  THE
 DF6365'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6365'MAY BE OBTAINED AT 928-771-3183.
 DF6365'
 DF6365'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6365'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6365'THE
 DF6365'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6365'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED ABOUT 138
 DF6365'FT (42.0 M)
 DF6365'SOUTHEAST OF A WIND SOCK ON THE NORTHEAST END OF THE RUNWAY.
 DF6365'
 DF6365'THE STATION IS A YAVAPAI COUNTY GIS DISK, A 3 1/4 IN ALUMINUM DISK SET
 DF6365'IN A
 DF6365'ROCK OUTCROP.  IT IS STAMPED E51C 2003.  IT IS 279 FT (85.0 M)
 DF6365'SOUTHEAST OF THE
 DF6365'CENTERLINE OF THE RUNWAY, 138 FT (42.0 M) SOUTHEAST OF A WIND SOCK, 69
 DF6365'FT
 DF6365'(21.0 M0 NORTHWEST OF A BARBED WIRE FENCE, AND 4.0 FT (1.2 M)
 DF6365'NORTHWEST OF
 DF6365'AN ORANGE NGS CARSONITE WITNESS POST.
 DF6365'
 DF6365'
 DF6365'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6365'(SACS).
 DF6365'
 DF6365'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1937 ***********************************************************************
 DV1937  DESIGNATION -  EAGLE
 DV1937  PID         -  DV1937
 DV1937  STATE/COUNTY-  AZ/LA PAZ
 DV1937  USGS QUAD   -  EAGLETAIL MOUNTAINS WEST (1990)
 DV1937
 DV1937                         *CURRENT SURVEY CONTROL
 DV1937  ___________________________________________________________________
 DV1937* NAD 83(1992)-  33 28 35.70476(N)    113 24 07.71341(W)     ADJUSTED  
 DV1937* NAVD 88     -       971.9    (meters)    3189.     (feet)  VERTCON   
 DV1937  ___________________________________________________________________
 DV1937  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1937  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1937
 DV1937  HORZ ORDER  -  SECOND
 DV1937
 DV1937.The horizontal coordinates were established by classical geodetic methods
 DV1937.and adjusted by the National Geodetic Survey in August 1993..
 DV1937
 DV1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1937
 DV1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1937
 DV1937.The geoid height was determined by GEOID03.
 DV1937
 DV1937;                    North         East     Units Scale Factor Converg.
 DV1937;SPC AZ W     -   274,666.935   245,690.416   MT  0.99994622   +0 11 30.8
 DV1937;SPC AZ W     -   901,138.24    806,070.92   iFT  0.99994622   +0 11 30.8
 DV1937;SPC AZ C     -   275,590.997    75,296.347   MT  1.00013493   -0 49 10.2
 DV1937;SPC AZ C     -   904,169.94    247,035.26   iFT  1.00013493   -0 49 10.2
 DV1937;UTM  12      - 3,706,705.058   276,790.227   MT  1.00021429   -1 19 32.0
 DV1937
 DV1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1937!SPC AZ W     -   0.99985235  x   0.99994622  =   0.99979857
 DV1937!SPC AZ C     -   0.99985235  x   1.00013493  =   0.99998726
 DV1937!UTM  12      -   0.99985235  x   1.00021429  =   1.00006660
 DV1937
 DV1937:                Primary Azimuth Mark                     Grid Az
 DV1937:SPC AZ W     -  T2N R11W SECS 21 22 1/4 COR              027 28 24.2
 DV1937:SPC AZ C     -  T2N R11W SECS 21 22 1/4 COR              028 29 05.2
 DV1937:UTM  12      -  T2N R11W SECS 21 22 1/4 COR              028 59 27.0
 DV1937
 DV1937|---------------------------------------------------------------------|
 DV1937| PID    Reference Object                     Distance      Geod. Az  |
 DV1937|                                                           dddmmss.s |
 DV1937| CH2356 T2N R11W SECS 21 22 1/4 COR                        0273955.0 |
 DV1937| DV1932 COURTHOUSE MOUNTAIN                 APPROX. 4.1 KM 1092909.1 |
 DV1937| CH3087 EAGLE RM 2                            5.322 METERS 23236     |
 DV1937| DV1936 EAGLE CAIRN                          17.550 METERS 35116     |
 DV1937| CH3086 EAGLE RM 1                           13.607 METERS 35456     |
 DV1937|---------------------------------------------------------------------|
 DV1937
 DV1937                          SUPERSEDED SURVEY CONTROL
 DV1937
 DV1937  NAD 83(1986)-  33 28 35.69730(N)    113 24 07.72157(W) AD(       ) 2
 DV1937  NAD 27      -  33 28 35.57000(N)    113 24 05.01500(W) AD(       ) 2
 DV1937  NGVD 29 (07/19/86)  971.2    (m)         3186.     (f) VERT ANG       
 DV1937
 DV1937.Superseded values are not recommended for survey control.
 DV1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1937.See file dsdata.txt to determine how the superseded data were derived.
 DV1937
 DV1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7679006705(NAD 83)
 DV1937_MARKER: DS = TRIANGULATION STATION DISK
 DV1937_SETTING: 80 = SET IN A BOULDER
 DV1937_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV1937
 DV1937  HISTORY     - Date     Condition        Report By
 DV1937  HISTORY     - 1949     MONUMENTED       CGS
 DV1937  HISTORY     - 1950     GOOD             CGS
 DV1937  HISTORY     - 1972     GOOD             AZHD
 DV1937
 DV1937                          STATION DESCRIPTION
 DV1937
 DV1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1937'THIS STATION WAS OBSERVED ON BUT NOT OCCUPIED.
 DV1937'
 DV1937'STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAGLE TAIL
 DV1937'MOUNTAINS EXCEPT FOR EAGLE TAIL PEAK (NEEDLES 1910).  THE STATION
 DV1937'PEAK IS IN THE CENTRAL PART OF THE RANGE AND ABOUT 2 MILES WEST
 DV1937'OF COURTHOUSE ROCK.  THE STATION MARK IS SET IN A BOULDER ON
 DV1937'THE HIGHEST PART ABOUT 30 METERS SOUTH OF A CAIRN.  THE MARK
 DV1937'IS A STANDARD BRONZE DISK STAMPED, EAGLE 1949.
 DV1937'
 DV1937'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER
 DV1937'AND STAMPED, EAGLE NO 1 1949.
 DV1937'
 DV1937'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER
 DV1937'AND STAMPED, EAGLE NO 2 1949.
 DV1937'
 DV1937'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE SECTION CORNER
 DV1937'PIPE WHICH IS STAMPED, S21-1/4 S22.  IT IS LOCATED ALONG
 DV1937'THE DIM ROAD 0.55 MILE AFTER LEAVING THE PIPE LINE ENROUTE TO
 DV1937'STATION.  A WHITE WITNESS POST WAS SET NEARBY.
 DV1937'
 DV1937'TO REACH THE STATION FROM SALOME, GO SOUTH ON DIRT ROAD TOWARD
 DV1937'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE
 DV1937'THE RIGHT FORK AND GO SOUTH FOR 1.7 MILE TO FORK.  TAKE THE
 DV1937'RIGHT FORK AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK,
 DV1937'WESTERLY, AND GO 1.3 MILE TO A FORK.  TAKE THE LEFT FORK,
 DV1937'SOUTHWESTERLY, AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.8
 DV1937'MILES TO AIRWAY BEACON ON THE LEFT.  CONTINUE ON THE MAIN
 DV1937'BLADED ROAD SOUTHERLY AND WESTERLY FOR 2.4 MILES TO FORK.
 DV1937'CONTINUE ON THE ROAD TO LEFT FOR 2.1 MILES TO PIPELINE.  TURN
 DV1937'LEFT AND FOLLOW PIPE LINE FOR 5.4 MILES TO A WIRE GATE.  PASS
 DV1937'THROUGH THE GATE AND FOLLOW THE GAS LINE WHICH BEARS MORE
 DV1937'SOUTHERLY AND AT 4.25 MILES BEYOND THE GATE, AND AIRWAY
 DV1937'BEACON IS PASSED 0.2 MILE TO THE LEFT.  CONTINUE ALONG THE
 DV1937'GAS LINE ROAD SOUTHERLY FOR 2.7 MILES BEYOND THE BEACON TO
 DV1937'A POINT AT THE BOTTOM OF A SMALL WASH.  ON THE GAS LINE
 DV1937'AHEAD OF THIS POINT, THE GROUND TURNS TO A REDDISH COLOR
 DV1937'AND ON AN EMBANKMENT IS A TAR BLACKENED PIECE OF 4X4.
 DV1937'FROM HERE THE STATION BEARS 208 DEGREES TRUE.  FROM THE BOTTOM
 DV1937'OF THIS SMALL WASH, LEAVE THE GAS LINE AND GO ONTO THE RIDGE
 DV1937'TO THE LEFT SIDE OF THE WASH.  CONTINUE TOWARDS THE STATION
 DV1937'PEAK AND SHORTLY PICK UP TRACKS WHICH CONTINUE A SHORT
 DV1937'DISTANCE AND GO 2.4 MILES TOWARDS THE STATION PEAK AND END OF
 DV1937'TRUCK TRAVEL UNDER THE PEAK AT A POINT 40 FEET NORTH OF A ROCK AS
 DV1937'LARGE AS A HOUSE.  FROM THIS POINT A RIFT APPEARS IN THE
 DV1937'RIDGE OF THE MOUNTAINS IN BEARING 224 DEGREES TRUE (209
 DV1937'DEGREES MAG.).  PACK UP RIDGE TO RIGHT OF POINT OF FIRST
 DV1937'CLIFFS.  THENCE AT THE POINT OF CLIFFS BEAR ABOUT 30 DEGREES
 DV1937'LEFT OF RIFT TO STRIDE BASE OF CLIFFS TO SOUTH OR LEFT OF
 DV1937'RIFT.  FOLLOW THE BASE OF THESE CLIFFS SOUTHERLY TO A TOPPING,
 DV1937'AND THENCE AT NEXT GROUP OF CLIFFS FOLLOW THEIR SOUTH AND
 DV1937'EAST BASE TO NEAR TOPPING AND ROUTE WHICH LEADS UP A RIFT
 DV1937'OR CREVICE (A 30 FOOT LENGTH OF 1/2-INCH ROPE WOULD AID
 DV1937'IN TAKING EQUIPMENT TO TOP OF CREVICE).  AT TOP OF CREVICE
 DV1937'TAKE A ROUTE ALONG THE NORTHWEST AND WEST BASE OF THE CLIFFS
 DV1937'ABOVE WHICH IS THE STATION, TO A POINT UNDER STATION.  GO UP
 DV1937'THE SLOPE BETWEEN THE STATION ON THE POINT TO THE RIGHT AND
 DV1937'THE CAIRN ON THE POINT TO THE LEFT.  THIS CAIRN IS VISIBLE
 DV1937'FROM THE POINT OF TURN OFF FROM THE GAS LINE AND ENROUTE
 DV1937'UNTIL CLOSER UNDER THE STATION MOUNTAIN.
 DV1937'
 DV1937'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1937
 DV1937                          STATION RECOVERY (1950)
 DV1937
 DV1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1937'ON A CRAG TOPPED PEAK, THE HIGHEST ELEVATION OF THE EAGLE
 DV1937'TAIL MOUNTAINS, OTHER THAN EAGLE TAIL PEAK (NEEDLES 1910),
 DV1937'ABOUT 2 MILES NORTHWARD FROM COURT HOUSE ROCK.  STATION AND
 DV1937'REFERENCE MARKS, STANDARD BRONZE DISKS, ARE SET IN THE OUTCROPPING
 DV1937'BEDROCK, STAMPED EAGLE 1949 AND THE REFERENCE MARKS, NO 1
 DV1937'AND NO 2, RESPECTIVELY.  THE STATION MARK IS SET ON THE
 DV1937'HIGHEST POINT OF THE PEAK.  THE AZIMUTH MARK IS A STANDARD
 DV1937'QUARTER-CORNER DISK OF THE U.S. GENERAL LAND OFFICE, A BRONZE
 DV1937'DISK FASTENED TO A SECTION OF 3/4-INCH GALVANIZED IRON PIPE,
 DV1937'STAMPED S 21-1/4 S22 WITH DATE 1934, LOCATED ABOUT 1
 DV1937'1/2-MILE NNE OF THE STATION.
 DV1937'
 DV1937'TO REACH FROM TONOPAH, GO WEST 8 MILES TO INTERSECTION WITH
 DV1937'SALOME-HASSAYAMPA ROAD WHICH CONTINUE NORTHWARD FOR 8.3 MILES TO
 DV1937'WHERE A EAST-WEST SECTION LINE ROAD LEADS TOWARDS THE WEST.
 DV1937'TURN LEFT, WEST, OFF THE MAIN TRAVELED ROAD AND FOLLOW THE
 DV1937'SECTION LINE ROAD DUE WEST FOR 9.7 MILES, THENCE ANGLE NORTHWEST
 DV1937'AND CONTINUE 0.8 MILE TO RANCH HOUSE AND WELL.  CONTINUE WEST
 DV1937'BY PASSING THE NORTH SIDE OF THE RANCH YARD, GO 0.5 MILE TO
 DV1937'Y FORK AND KEEP STRAIGHT AHEAD, WEST, FOR 0.4 MILE TO A
 DV1937'Y INTERSECTION, TAKE LEFT FORK SOUTH FOR 0.5 MILE AND TURN
 DV1937'RIGHT, WEST, AND CONTINUE WEST AND NORTHWEST 1.1 MILE TO
 DV1937'INTERSECTION, TURN LEFT, SOUTHERLY AND CONTINUE MAIN
 DV1937'TRAVELED ROAD 2.7 MILES TO AIRWAY BEACON.
 DV1937'
 DV1937'FROM BEACON, GO SOUTH 0.2 MILE TO ROAD INTERSECTION WITH
 DV1937'GAS PIPE LINE, AND CONTINUE IT SOUTH FOR 2.7 MILES TO A
 DV1937'WASH CROSSING THE PIPE LINE JUST BEFORE REACHING A LOW
 DV1937'RIDGE OF HILLS THAT EXTEND WESTWARD TOWARDS THE EAGLE TAIL
 DV1937'MOUNTAINS, FROM HERE THE STATION PEAK BEARS 193-DEGREES
 DV1937'MAG..TURN RIGHT INTO THE WASH AND THENCE ONTO ITS SOUTH BANK
 DV1937'FOLLOWING A TRACK ROAD, AT ABOUT 0.6 MILE COMING TO THE
 DV1937'LOCATION OF THE AZIMUTH MARK, A G.L.O. QUARTER-CORNER, THENCE
 DV1937'CONTINUE THIS TRACK FOR 1.8 MILES TOWARDS THE STATION PEAK
 DV1937'AND END OF TRACK TRAVEL BY A LARGE ROACK ABOUT 20 FEET HIGH
 DV1937'AND TO EACK SIDE FROM END OF TRUCK TRAVEL THERE APPEARS A
 DV1937'RIFT IN THE MOUNTAINS AT BEARING 209-DEGREES MAG. PACK UP
 DV1937'THE STEEP MOUNTAIN SLOPE TO THE BASE OF CLIFFS ON SOUTH SIDE
 DV1937'OF THIS RIFT, THENCE AT REACHING THEIR BASE FOLLOW THEN
 DV1937'SOUTH ON THE EAST SIDE OF A CREST.  CONTINUE SOUTH A SHORT
 DV1937'DISTANCE ALONG THE RIDGE AND AT REACHING NEXT GROUP OF
 DV1937'CLIFFS FOLLOW THEIR BASE ON THE EAST SIDE TO A SECOND
 DV1937'TOPPING OUT, THEN BEAR SLIGHT CREVICE, PASS UP IT, AND
 DV1937'AT TOP OF CREVICE TAKE A ROUTE ROUTE ALONG THE NORTHWEST AND
 DV1937'WEST BASE OF THE CLIFFS ABOVE WHICH THE STATION IS
 DV1937'LOCATED.  A 5 1/2-FOOT CAIRN IS NEAR THE STATION,
 DV1937'VISIBLE FROM THE GAS PIPE LINE.
 DV1937'
 DV1937'A POSITION FOR THE STATION WAS DETERMINED IN 1949, BY
 DV1937'INTERSECTION AND NOT OCCUPIED.
 DV1937
 DV1937                          STATION RECOVERY (1972)
 DV1937
 DV1937'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1937'GENERAL LOCATION PARKER TO YUMA
 DV1937'
 DV1937'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1937'
 DV1937'STATION MARK BRASS CAP STD. USC AND GS
 DV1937'
 DV1937'REFERENCE MARKS GOOD
 DV1937'
 DV1937'AZIMUTH MARK AS PER DESCRIPTION COND. GOOD MAY 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1279 ***********************************************************************
 DA1279  DESIGNATION -  EAGLE
 DA1279  PID         -  DA1279
 DA1279  STATE/COUNTY-  AZ/YUMA
 DA1279  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA1279
 DA1279                         *CURRENT SURVEY CONTROL
 DA1279  ___________________________________________________________________
 DA1279* NAD 83(1992)-  32 38 46.21453(N)    113 20 30.19462(W)     ADJUSTED  
 DA1279* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 DA1279  ___________________________________________________________________
 DA1279  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DA1279  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1279
 DA1279  HORZ ORDER  -  THIRD
 DA1279
 DA1279.The horizontal coordinates were established by classical geodetic methods
 DA1279.and adjusted by the National Geodetic Survey in August 1993..
 DA1279
 DA1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1279
 DA1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1279
 DA1279.The geoid height was determined by GEOID03.
 DA1279
 DA1279;                    North         East     Units Scale Factor Converg.
 DA1279;SPC AZ W     -   182,595.038   251,664.159   MT  0.99995142   +0 13 12.9
 DA1279;SPC AZ W     -   599,065.09    825,669.81   iFT  0.99995142   +0 13 12.9
 DA1279;UTM  12      - 3,614,484.701   280,351.477   MT  1.00019495   -1 15 49.5
 DA1279
 DA1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1279!SPC AZ W     -   0.99991879  x   0.99995142  =   0.99987022
 DA1279!UTM  12      -   0.99991879  x   1.00019495  =   1.00011373
 DA1279
 DA1279:                Primary Azimuth Mark                     Grid Az
 DA1279:SPC AZ W     -  PAISANO                                  129 35 57.3
 DA1279:UTM  12      -  PAISANO                                  131 04 59.7
 DA1279
 DA1279|---------------------------------------------------------------------|
 DA1279| PID    Reference Object                     Distance      Geod. Az  |
 DA1279|                                                           dddmmss.s |
 DA1279| DA1296 PAISANO                             APPROX.22.4 KM 1294910.2 |
 DA1279|---------------------------------------------------------------------|
 DA1279
 DA1279                          SUPERSEDED SURVEY CONTROL
 DA1279
 DA1279  NAD 83(1986)-  32 38 46.20144(N)    113 20 30.19996(W) AD(       ) 3
 DA1279  NGVD 29 (06/20/88)  548.8    (m)         1801.     (f) VERT ANG       
 DA1279
 DA1279.Superseded values are not recommended for survey control.
 DA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1279.See file dsdata.txt to determine how the superseded data were derived.
 DA1279
 DA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8035114485(NAD 83)
 DA1279_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1279_SETTING: 66 = SET IN ROCK OUTCROP
 DA1279_SP_SET: SET IN ROCK OUTCROP
 DA1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1279+STABILITY: POSITION/ELEVATION WELL
 DA1279
 DA1279  HISTORY     - Date     Condition        Report By
 DA1279  HISTORY     - 1948     MONUMENTED       USGS
 DA1279  HISTORY     - 1962     GOOD             AMS
 DA1279
 DA1279                          STATION DESCRIPTION
 DA1279
 DA1279'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1279'LOCATED ABOUT 16.0 MI SW. OF SENTINEL, 13.0 MI SE. OF AZTEC.  IN
 DA1279'NORTHERN SECTOR OF GROUP OF HILLS KNOWN AS AGUILA MOUNTAINS, ON
 DA1279'SOUTHEAST POINT OF NW.-SE. RIDGE.
 DA1279'
 DA1279'TO REACH FROM SENTINEL, DRIVE 16.0 MI SW. ON DIRT RD.  ANGLE
 DA1279'RIGHT OFF RD. ALONG EAST SIDE OF RIDGE 1.25 MI TO END OF TRUCK
 DA1279'TRAVEL.  PACK RIGHT (W.) UP DRAIN TO LOW SADDLE.  THEN LEFT (S.)
 DA1279'ALONG RIDGE TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 DA1279'
 DA1279'STATION MARK--NGS DISK STAMPED---EAGLE 1920---, CEMENTED IN ROCK
 DA1279'OUTCROP.  (NGS HAS NO RECORD OF THIS STATION)
 DA1279'
 DA1279'RM 1--STANDARD RM TABLET, UNSTAMPED, CEMENTED IN ROCK OUTCROP.
 DA1279
 DA1279                          STATION RECOVERY (1962)
 DA1279
 DA1279'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1279'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0901 ***********************************************************************
 FQ0901  DESIGNATION -  EAGLE
 FQ0901  PID         -  FQ0901
 FQ0901  STATE/COUNTY-  AZ/NAVAJO
 FQ0901  USGS QUAD   -  TOVAR MESA EAST (1991)
 FQ0901
 FQ0901                         *CURRENT SURVEY CONTROL
 FQ0901  ___________________________________________________________________
 FQ0901* NAD 83(1992)-  35 36 55.25121(N)    110 30 11.28463(W)     ADJUSTED  
 FQ0901* NAVD 88     -      1742.8    (meters)    5718.     (feet)  GPS OBS   
 FQ0901  ___________________________________________________________________
 FQ0901  X           -  -1,818,671.407 (meters)                     COMP
 FQ0901  Y           -  -4,863,446.482 (meters)                     COMP
 FQ0901  Z           -   3,694,581.103 (meters)                     COMP
 FQ0901  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FQ0901  ELLIP HEIGHT-        1720.02  (meters)          (03/15/96) GPS OBS
 FQ0901  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FQ0901
 FQ0901  HORZ ORDER  -  FIRST
 FQ0901  ELLP ORDER  -  FOURTH    CLASS I
 FQ0901
 FQ0901.The horizontal coordinates were established by GPS observations
 FQ0901.and adjusted by the National Geodetic Survey in March 1996..
 FQ0901
 FQ0901.The orthometric height was determined by GPS observations and a
 FQ0901.high-resolution geoid model.
 FQ0901
 FQ0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0901
 FQ0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0901
 FQ0901.The ellipsoidal height was determined by GPS observations
 FQ0901.and is referenced to NAD 83.
 FQ0901
 FQ0901.The geoid height was determined by GEOID03.
 FQ0901
 FQ0901;                    North         East     Units Scale Factor Converg.
 FQ0901;SPC AZ E     -   511,889.996   182,879.163   MT  0.99991145   -0 11 45.4
 FQ0901;SPC AZ E     - 1,679,429.12    599,997.25   iFT  0.99991145   -0 11 45.4
 FQ0901;UTM  12      - 3,941,399.866   544,997.932   MT  0.99962495   +0 17 21.7
 FQ0901
 FQ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0901!SPC AZ E     -   0.99973010  x   0.99991145  =   0.99964158
 FQ0901!UTM  12      -   0.99973010  x   0.99962495  =   0.99935516
 FQ0901
 FQ0901|---------------------------------------------------------------------|
 FQ0901| PID    Reference Object                     Distance      Geod. Az  |
 FQ0901|                                                           dddmmss.s |
 FQ0901| CR9966 EAGLE RM 1                           21.104 METERS 12735     |
 FQ0901| FQ0891 BARREL                              APPROX.10.9 KM 1342114.7 |
 FQ0901| CR9967 EAGLE RM 2                           19.166 METERS 22609     |
 FQ0901|---------------------------------------------------------------------|
 FQ0901
 FQ0901                          SUPERSEDED SURVEY CONTROL
 FQ0901
 FQ0901  NAD 83(1992)-  35 36 55.25174(N)    110 30 11.28251(W) AD(       ) 3
 FQ0901  NAD 83(1986)-  35 36 55.25093(N)    110 30 11.28437(W) AD(       ) 3
 FQ0901  NGVD 29 (02/23/90) 1741.9    (m)         5715.     (f) VERT ANG       
 FQ0901
 FQ0901.Superseded values are not recommended for survey control.
 FQ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0901.See file dsdata.txt to determine how the superseded data were derived.
 FQ0901
 FQ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4499841400(NAD 83)
 FQ0901_MARKER: DB = BENCH MARK DISK
 FQ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0901_STAMPING: EAGLE 1965
 FQ0901_MARK LOGO: USGS  
 FQ0901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0901+STABILITY: SURFACE MOTION
 FQ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0901+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 FQ0901
 FQ0901  HISTORY     - Date     Condition        Report By
 FQ0901  HISTORY     - 1965     MONUMENTED       USGS
 FQ0901  HISTORY     - 19950621 GOOD             NGS
 FQ0901
 FQ0901                          STATION DESCRIPTION
 FQ0901
 FQ0901'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0901'LOCATED ABOUT 11 MI W. OF STAR MOUNTAIN, ABOUT 8 MI SW. OF
 FQ0901'POLACCA, ABOUT 1 MI W. OF WINSLOW HWY.  ON HIGHEST POINT OF DARK
 FQ0901'HILL.
 FQ0901'
 FQ0901'TO REACH FROM SECOND MESA POST OFFICE, GO 0.1 MI E. ALONG HWY.
 FQ0901'264 TO WINSLOW HWY. TURNOFF.  TURN RIGHT 11.3 MI S. TO CATTLEGUARD
 FQ0901'AND T-RD. RIGHT.  TURN RIGHT FOLLOWING FENCE LINE 0.75 MI TO GATE
 FQ0901'AND Y-RD.  TAKE LEFT FORK THROUGH FENCE 0.35 MI TO FENCE CORNER.
 FQ0901'GO THROUGH GATE, TURN LEFT AND GO CROSS-COUNTRY 1.4 MI TO TOP OF
 FQ0901'HILL AND STATION.
 FQ0901'
 FQ0901'STATION MARK--STANDARD TABLET STAMPED---EAGLE 1965---, IN CONCRETE
 FQ0901'POST PROJECTING 0.9 FT.
 FQ0901'
 FQ0901'RM 1--STANDARD BRONZE RM TABLET STAMPED---RM 1 1965---, CEMENTED IN
 FQ0901'LARGE ROCK OUTCROP.
 FQ0901'
 FQ0901'RM 2--STANDARD BRONZE RM TABLET STAMPED---RM 2 1965---, CEMENTED IN
 FQ0901'LARGE ROCK OUTCROP, ABOUT 2 FT LOWER THAN STATION MARK.
 FQ0901
 FQ0901                          STATION RECOVERY (1995)
 FQ0901
 FQ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0901'THE STATION IS LOCATED ON HOPI INDIAN RESERVATION LAND ABOUT 12 MI
 FQ0901'(19.3 KM) SOUTH OF SECOND MESA AND 1 MI (1.6 KM) WEST OF ARIZONA
 FQ0901'HIGHWAY 87 ON THE HIGHEST POINT OF A HILL, REFERRED TO AS SEED HILL ON
 FQ0901'THE 1982 1 TO 100,000 SCALE POLACCA, AZ USGS TOPO MAP.  TO REACH THE
 FQ0901'STATION FROM THE INTERSECTION OF ARIZONA HIGHWAYS 87 AND 264 JUST EAST
 FQ0901'OF SECOND MESA, GO SOUTH ON HIGHWAY 87 FOR 11.1 MI (17.9 KM) TO A
 FQ0901'POINT 0.05 MI (0.08 KM) SOUTH OF MILEPOST 395 (JUST SOUTH OF THE CREST
 FQ0901'OF A LONG RISE) AND A DIRT TWO-TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 FQ0901'SOUTHWEST, ON DIRT ROAD AND PASS THROUGH A GATE IN THE HIGHWAY RIGHT
 FQ0901'OF WAY FENCE.  CONTINUE FOR 0.45 MI (0.72 KM) TO A SMALL CORRAL ON THE
 FQ0901'LEFT.  PROCEED 0.2 MI (0.3 KM) TO A Y INTERSECTION, TAKE THE LEFT FORK
 FQ0901'AND CONTINUE FOR 0.6 MI (1.0 KM) TO ANOTHER Y INTERSECTION.  TAKE THE
 FQ0901'RIGHT FORK AND GO WEST FOR 0.1 MI (0.2 KM) TO A GATE IN A NORTH-SOUTH
 FQ0901'FENCE.  PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO
 FQ0901'A TRACK ROAD ON THE LEFT.  TURN LEFT AND PROCEED 0.25 MI (0.40 KM) TO
 FQ0901'A VERY DIM TRACK ROAD ON THE LEFT. TURN LEFT, SOUTH, AND GO 0.4 MI
 FQ0901'(0.6 KM) TO THE TOP OF THE HILL AND THE STATION.  THE STATION IS A
 FQ0901'USGS BENCHMARK DISK SET IN THE TOP OF A 0.17 M (0.56 FT) SQUARE
 FQ0901'CONCRETE POST PROJECTING 0.3 M (1.0 FT) ABOVE GROUND AND STAMPED
 FQ0901'---EAGLE 1965---.  THERE ARE NO OBSTRUCTIONS TO THE RECEIPT OF
 FQ0901'SATELLITE SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2271 ***********************************************************************
 DV2271  DESIGNATION -  EAGLE
 DV2271  PID         -  DV2271
 DV2271  STATE/COUNTY-  AZ/MARICOPA
 DV2271  USGS QUAD   -  AGUILA (1990)
 DV2271
 DV2271                         *CURRENT SURVEY CONTROL
 DV2271  ___________________________________________________________________
 DV2271* NAD 83(1992)-  33 56 33.66418(N)    113 07 47.35477(W)     ADJUSTED  
 DV2271* NAVD 88     -       673.5    (meters)    2210.     (feet)  VERTCON   
 DV2271  ___________________________________________________________________
 DV2271  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV2271  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2271
 DV2271  HORZ ORDER  -  SECOND
 DV2271
 DV2271.The horizontal coordinates were established by classical geodetic methods
 DV2271.and adjusted by the National Geodetic Survey in August 1993..
 DV2271
 DV2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2271
 DV2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2271
 DV2271.The geoid height was determined by GEOID03.
 DV2271
 DV2271;                    North         East     Units Scale Factor Converg.
 DV2271;SPC AZ C     -   326,959.916   101,215.834   MT  1.00005499   -0 40 38.8
 DV2271;SPC AZ C     - 1,072,703.14    332,072.95   iFT  1.00005499   -0 40 38.8
 DV2271;UTM  12      - 3,757,844.250   303,166.465   MT  1.00007763   -1 11 22.5
 DV2271
 DV2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2271!SPC AZ C     -   0.99989898  x   1.00005499  =   0.99995397
 DV2271!UTM  12      -   0.99989898  x   1.00007763  =   0.99997661
 DV2271
 DV2271|---------------------------------------------------------------------|
 DV2271| PID    Reference Object                     Distance      Geod. Az  |
 DV2271|                                                           dddmmss.s |
 DV2271| CS6628 EAGLE RM 1                           10.642 METERS 08914     |
 DV2271| CS6629 EAGLE RM 2                           10.714 METERS 27011     |
 DV2271|---------------------------------------------------------------------|
 DV2271
 DV2271                          SUPERSEDED SURVEY CONTROL
 DV2271
 DV2271  NAD 83(1986)-  33 56 33.66309(N)    113 07 47.35776(W) AD(       ) 2
 DV2271  NGVD 29 (11/27/91)  672.8    (m)         2207.     (f) VERT ANG       
 DV2271
 DV2271.Superseded values are not recommended for survey control.
 DV2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2271.See file dsdata.txt to determine how the superseded data were derived.
 DV2271
 DV2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0316657844(NAD 83)
 DV2271_MARKER: DS = TRIANGULATION STATION DISK
 DV2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2271+STABILITY: SURFACE MOTION
 DV2271
 DV2271  HISTORY     - Date     Condition        Report By
 DV2271  HISTORY     - 1985     MONUMENTED       AZDT
 DV2271
 DV2271                          STATION DESCRIPTION
 DV2271
 DV2271'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2271'THE STATION IS LOCATED 2 MILES EAST OF AGUILA ALONG THE SOUTH SIDE OF
 DV2271'U.S. HIGHWAY 60.
 DV2271'
 DV2271'THE STATION MARK IS AN AZDT DISK STAMPED---EAGLE 1985---.  IT IS SET
 DV2271'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE
 DV2271'CENTER LINE OF THE HIGHWAY AND 4 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EAGLE RM 1 1985---.  IT IS
 DV2271'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2271'IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EAGLE RM 2 1985---.  IT IS
 DV2271'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2271'IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2271'U.S. 60 FOR 2.35 MILE TO THE STATION ON THE RIGHT AT MILE POST 86.85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1037 ***********************************************************************
 FS1037  DESIGNATION -  EAGLE CAIRN
 FS1037  PID         -  FS1037
 FS1037  STATE/COUNTY-  AZ/MOHAVE
 FS1037  USGS QUAD   -  STOCKTON HILL (1980)
 FS1037
 FS1037                         *CURRENT SURVEY CONTROL
 FS1037  ___________________________________________________________________
 FS1037* NAD 83(1992)-  35 21 31.70544(N)    114 00 15.84919(W)     ADJUSTED  
 FS1037* NAVD 88     -                                                        
 FS1037  ___________________________________________________________________
 FS1037  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FS1037  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FS1037
 FS1037  HORZ ORDER  -  THIRD
 FS1037
 FS1037.The horizontal coordinates were established by classical geodetic methods
 FS1037.and adjusted by the National Geodetic Survey in August 1993..
 FS1037
 FS1037
 FS1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1037
 FS1037.The geoid height was determined by GEOID03.
 FS1037
 FS1037;                    North         East     Units Scale Factor Converg.
 FS1037;SPC AZ W     -   483,423.497   190,239.406   MT  0.99993992   -0 08 50.0
 FS1037;SPC AZ W     - 1,586,035.10    624,145.03   iFT  0.99993992   -0 08 50.0
 FS1037;UTM  11      - 3,916,954.561   772,195.899   MT  1.00051317   +1 44 04.6
 FS1037;UTM  12      - 3,916,978.834   227,003.779   MT  1.00051855   -1 44 22.9
 FS1037
 FS1037                          SUPERSEDED SURVEY CONTROL
 FS1037
 FS1037  NAD 83(1986)-  35 21 31.69905(N)    114 00 15.84880(W) AD(       ) 4
 FS1037  NAD 27      -  35 21 31.72100(N)    114 00 13.03000(W) AD(       ) 3
 FS1037
 FS1037.Superseded values are not recommended for survey control.
 FS1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1037.See file dsdata.txt to determine how the superseded data were derived.
 FS1037
 FS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7219616955(NAD 83)
 FS1037_MARKER: 72 = CAIRN
 FS1037
 FS1037  HISTORY     - Date     Condition        Report By
 FS1037  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1037
 FS1037                          STATION DESCRIPTION
 FS1037
 FS1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1037'THE STATION IS ON THE SUMMIT OF A LOW ROUND-TOPPED KNOLL IN
 FS1037'THE HUALPAI VALLEY, 12 MILES, AIRLINE NORTH-NORTHEAST OF KINGMAN,
 FS1037'AND 6 MILES NORTHWEST OF U.S. HIGHWAY 66 AT ITS NEAREST POINT.
 FS1037'
 FS1037'THE STATION IS A ROCK CAIRN APPROXIMATELY 5 FEET HIGH WITH A
 FS1037'SIGNAL POLE IN ITS CENTER.
 FS1037'
 FS1037'THE POLE WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1936 ***********************************************************************
 DV1936  DESIGNATION -  EAGLE CAIRN
 DV1936  PID         -  DV1936
 DV1936  STATE/COUNTY-  AZ/LA PAZ
 DV1936  USGS QUAD   -  EAGLETAIL MOUNTAINS WEST (1990)
 DV1936
 DV1936                         *CURRENT SURVEY CONTROL
 DV1936  ___________________________________________________________________
 DV1936* NAD 83(1992)-  33 28 36.26780(N)    113 24 07.81656(W)     ADJUSTED  
 DV1936* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 DV1936  ___________________________________________________________________
 DV1936  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DV1936  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1936
 DV1936  HORZ ORDER  -  THIRD
 DV1936
 DV1936.The horizontal coordinates were established by classical geodetic methods
 DV1936.and adjusted by the National Geodetic Survey in August 1993..
 DV1936
 DV1936.The orthometric height was scaled from a topographic map.
 DV1936
 DV1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1936
 DV1936.The geoid height was determined by GEOID03.
 DV1936
 DV1936;                    North         East     Units Scale Factor Converg.
 DV1936;SPC AZ W     -   274,684.272   245,687.695   MT  0.99994621   +0 11 30.7
 DV1936;SPC AZ W     -   901,195.12    806,061.99   iFT  0.99994621   +0 11 30.7
 DV1936;SPC AZ C     -   275,608.383    75,293.932   MT  1.00013494   -0 49 10.3
 DV1936;SPC AZ C     -   904,226.98    247,027.34   iFT  1.00013494   -0 49 10.3
 DV1936;UTM  12      - 3,706,722.466   276,787.966   MT  1.00021430   -1 19 32.1
 DV1936
 DV1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1936!SPC AZ W     -   0.99985238  x   0.99994621  =   0.99979860
 DV1936!SPC AZ C     -   0.99985238  x   1.00013494  =   0.99998730
 DV1936!UTM  12      -   0.99985238  x   1.00021430  =   1.00006665
 DV1936
 DV1936                          SUPERSEDED SURVEY CONTROL
 DV1936
 DV1936  NAD 83(1986)-  33 28 36.26034(N)    113 24 07.82471(W) AD(       ) 4
 DV1936  NAD 27      -  33 28 36.13300(N)    113 24 05.11800(W) AD(       ) 3
 DV1936
 DV1936.Superseded values are not recommended for survey control.
 DV1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1936.See file dsdata.txt to determine how the superseded data were derived.
 DV1936
 DV1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7678806722(NAD 83)
 DV1936_MARKER: 72 = CAIRN
 DV1936
 DV1936  HISTORY     - Date     Condition        Report By
 DV1936  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1936
 DV1936                          STATION DESCRIPTION
 DV1936
 DV1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DV1936'STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAGLE TAIL
 DV1936'MOUNTAINS EXCEPT FOR EAGLE TAIL PEAK (NEEDLES 1910).  THE STATION
 DV1936'PEAK IS IN THE CENTRAL PART OF THE RANGE AND ABOUT 2 MILES WEST
 DV1936'OF COURTHOUSE ROCK.
 DV1936'
 DV1936'TO REACH THE STATION FROM SALOME, GO SOUTH ON DIRT ROAD TOWARD
 DV1936'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE
 DV1936'THE RIGHT FORK AND GO SOUTH FOR 1.7 MILE TO FORK.  TAKE THE
 DV1936'RIGHT FORK AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK,
 DV1936'WESTERLY, AND GO 1.3 MILE TO A FORK.  TAKE THE LEFT FORK,
 DV1936'SOUTHWESTERLY, AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.8
 DV1936'MILES TO AIRWAY BEACON ON THE LEFT.  CONTINUE ON THE MAIN
 DV1936'BLADED ROAD SOUTHERLY AND WESTERLY FOR 2.4 MILES TO FORK.
 DV1936'CONTINUE ON THE ROAD TO LEFT FOR 2.1 MILES TO PIPELINE.  TURN
 DV1936'LEFT AND FOLLOW PIPE LINE FOR 5.4 MILES TO A WIRE GATE.  PASS
 DV1936'THROUGH THE GATE AND FOLLOW THE GAS LINE WHICH BEARS MORE
 DV1936'SOUTHERLY AND AT 4.25 MILES BEYOND THE GATE, AND AIRWAY
 DV1936'BEACON IS PASSED 0.2 MILE TO THE LEFT.  CONTINUE ALONG THE
 DV1936'GAS LINE ROAD SOUTHERLY FOR 2.7 MILES BEYOND THE BEACON TO
 DV1936'A POINT AT THE BOTTOM OF A SMALL WASH.  ON THE GAS LINE
 DV1936'AHEAD OF THIS POINT, THE GROUND TURNS TO A REDDISH COLOR
 DV1936'AND ON AN EMBANKMENT IS A TAR BLACKENED PIECE OF 4X4.
 DV1936'FROM HERE THE STATION BEARS 208 DEGREES TRUE.  FROM THE BOTTOM
 DV1936'OF THIS SMALL WASH, LEAVE THE GAS LINE AND GO ONTO THE RIDGE
 DV1936'TO THE LEFT SIDE OF THE WASH.  CONTINUE TOWARDS THE STATION
 DV1936'PEAK AND SHORTLY PICK UP TRACKS WHICH CONTINUE A SHORT
 DV1936'DISTANCE AND GO 2.4 MILES TOWARDS THE STATION PEAK AND END OF
 DV1936'TRUCK TRAVEL UNDER THE PEAK AT A POINT 40 FEET NORTH OF A ROCK AS
 DV1936'LARGE AS A HOUSE.  FROM THIS POINT A RIFT APPEARS IN THE
 DV1936'RIDGE OF THE MOUNTAINS IN BEARING 224 DEGREES TRUE (209
 DV1936'DEGREES MAG.).  PACK UP RIDGE TO RIGHT OF POINT OF FIRST
 DV1936'CLIFFS.  THENCE AT THE POINT OF CLIFFS BEAR ABOUT 30 DEGREES
 DV1936'LEFT OF RIFT TO STRIDE BASE OF CLIFFS TO SOUTH OR LEFT OF
 DV1936'RIFT.  FOLLOW THE BASE OF THESE CLIFFS SOUTHERLY TO A TOPPING,
 DV1936'AND THENCE AT NEXT GROUP OF CLIFFS FOLLOW THEIR SOUTH AND
 DV1936'EAST BASE TO NEAR TOPPING AND ROUTE WHICH LEADS UP A RIFT
 DV1936'OR CREVICE (A 30 FOOT LENGTH OF 1/2-INCH ROPE WOULD AID
 DV1936'IN TAKING EQUIPMENT TO TOP OF CREVICE).  AT TOP OF CREVICE
 DV1936'TAKE A ROUTE ALONG THE NORTHWEST AND WEST BASE OF THE CLIFFS
 DV1936'ABOVE WHICH IS THE STATION, TO A POINT UNDER STATION.  GO UP
 DV1936'THE SLOPE BETWEEN THE STATION ON THE POINT TO THE RIGHT AND
 DV1936'THE CAIRN ON THE POINT TO THE LEFT.  THIS CAIRN IS VISIBLE
 DV1936'FROM THE POINT OF TURN OFF FROM THE GAS LINE AND ENROUTE
 DV1936'UNTIL CLOSER UNDER THE STATION MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1882 ***********************************************************************
 DV1882  DESIGNATION -  EAGLE EYE PEAK
 DV1882  PID         -  DV1882
 DV1882  STATE/COUNTY-  AZ/MARICOPA
 DV1882  USGS QUAD   -  AGUILA (1990)
 DV1882
 DV1882                         *CURRENT SURVEY CONTROL
 DV1882  ___________________________________________________________________
 DV1882* NAD 83(1992)-  33 53 26.66091(N)    113 10 06.99648(W)     ADJUSTED  
 DV1882* NAVD 88     -                                                        
 DV1882  ___________________________________________________________________
 DV1882  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DV1882  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV1882
 DV1882  HORZ ORDER  -  THIRD
 DV1882
 DV1882.The horizontal coordinates were established by classical geodetic methods
 DV1882.and adjusted by the National Geodetic Survey in June 1998..
 DV1882
 DV1882
 DV1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1882
 DV1882.The geoid height was determined by GEOID03.
 DV1882
 DV1882;                    North         East     Units Scale Factor Converg.
 DV1882;SPC AZ C     -   321,241.223    97,559.665   MT  1.00006526   -0 41 53.4
 DV1882;SPC AZ C     - 1,053,941.02    320,077.64   iFT  1.00006526   -0 41 53.4
 DV1882;UTM  12      - 3,752,158.294   299,459.260   MT  1.00009580   -1 12 34.7
 DV1882
 DV1882                          SUPERSEDED SURVEY CONTROL
 DV1882
 DV1882  NAD 83(1992)-  33 53 26.66091(N)    113 10 06.99648(W) AD(       ) 4
 DV1882  NAD 83(1986)-  33 53 26.66259(N)    113 10 07.00000(W) AD(       ) 4
 DV1882  NAD 27      -  33 53 26.66000(N)    113 10 04.16700(W) AD(       ) 3
 DV1882
 DV1882.Superseded values are not recommended for survey control.
 DV1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1882.See file dsdata.txt to determine how the superseded data were derived.
 DV1882
 DV1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9945952158(NAD 83)
 DV1882_MARKER: 03 = MOUNTAIN PEAK
 DV1882
 DV1882  HISTORY     - Date     Condition        Report By
 DV1882  HISTORY     - 1924     FIRST OBSERVED   CGS
 DV1882  HISTORY     - 1948     GOOD             CGS
 DV1882
 DV1882                          STATION DESCRIPTION
 DV1882
 DV1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1882'EAGLE EYE PEAK IS A LOW ROUGH-TOPPED BUTTE ON THE NORTHEAST
 DV1882'END OF THE HARQUAHALA MOUNTAINS.  IT IS ABOUT 5 MILES SOUTH
 DV1882'OF AGUILA ON THE EAST SIDE OF STATE HIGHWAY 71.  ON THE NORTHWEST
 DV1882'SIDE, IT IS BEAK-SHAPED AND HAS A HOLE IN THE ROCK.  THE HIGHEST
 DV1882'POINT WAS THE PART OBSERVED ON.
 DV1882'
 DV1882'PROBABLY THE SAME STATION AS EAGLE EYE PEAK, SUMMIT, 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1929 ***********************************************************************
 DV1929  DESIGNATION -  EAGLE TAIL PEAK
 DV1929  PID         -  DV1929
 DV1929  STATE/COUNTY-  AZ/MARICOPA
 DV1929  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1929
 DV1929                         *CURRENT SURVEY CONTROL
 DV1929  ___________________________________________________________________
 DV1929* NAD 83(1992)-  33 24 12.40825(N)    113 18 16.37473(W)     ADJUSTED  
 DV1929* NAVD 88     -                                                        
 DV1929  ___________________________________________________________________
 DV1929  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DV1929  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1929
 DV1929  HORZ ORDER  -  THIRD
 DV1929
 DV1929.The horizontal coordinates were established by classical geodetic methods
 DV1929.and adjusted by the National Geodetic Survey in August 1993..
 DV1929
 DV1929
 DV1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1929
 DV1929.The geoid height was determined by GEOID03.
 DV1929
 DV1929;                    North         East     Units Scale Factor Converg.
 DV1929;SPC AZ C     -   267,353.477    84,259.392   MT  1.00010542   -0 45 51.0
 DV1929;SPC AZ C     -   877,143.95    276,441.57   iFT  1.00010542   -0 45 51.0
 DV1929;SPC AZ W     -   266,590.121   254,795.781   MT  0.99995449   +0 14 42.9
 DV1929;SPC AZ W     -   874,639.50    835,944.16   iFT  0.99995449   +0 14 42.9
 DV1929;UTM  12      - 3,698,388.192   285,680.865   MT  1.00016633   -1 16 09.2
 DV1929
 DV1929                          SUPERSEDED SURVEY CONTROL
 DV1929
 DV1929  NAD 83(1986)-  33 24 12.40013(N)    113 18 16.38120(W) AD(       ) 4
 DV1929  NAD 27      -  33 24 12.27700(N)    113 18 13.68500(W) AD(       ) 3
 DV1929
 DV1929.Superseded values are not recommended for survey control.
 DV1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1929.See file dsdata.txt to determine how the superseded data were derived.
 DV1929
 DV1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8568198388(NAD 83)
 DV1929_MARKER: 72 = CAIRN
 DV1929
 DV1929  HISTORY     - Date     Condition        Report By
 DV1929  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1929
 DV1929                          STATION DESCRIPTION
 DV1929
 DV1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1929'EAGLE TAIL PEAK IS ABOUT 32 MILES SOUTHEAST OF SALOME AND
 DV1929'IS THE HIGHEST OF SEVERAL NEEDLE PEAKS AND HAS A CAIRN ON
 DV1929'TOP.  IT IS ON THE SOUTHEAST END OF THE EAGLE TAIL MOUNTAINS.
 DV1929'THE CAIRN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0981 ***********************************************************************
 CG0981  DESIGNATION -  EARP
 CG0981  PID         -  CG0981
 CG0981  STATE/COUNTY-  AZ/COCHISE
 CG0981  USGS QUAD   -  APACHE PEAK (1973)
 CG0981
 CG0981                         *CURRENT SURVEY CONTROL
 CG0981  ___________________________________________________________________
 CG0981* NAD 83(1992)-  31 46 19.41027(N)    110 22 44.61885(W)     ADJUSTED  
 CG0981* NAVD 88     -      1650.0    (meters)    5413.     (feet)  VERTCON   
 CG0981  ___________________________________________________________________
 CG0981  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CG0981  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CG0981
 CG0981  HORZ ORDER  -  SECOND
 CG0981
 CG0981.The horizontal coordinates were established by classical geodetic methods
 CG0981.and adjusted by the National Geodetic Survey in August 1993..
 CG0981
 CG0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0981
 CG0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0981
 CG0981.The geoid height was determined by GEOID03.
 CG0981
 CG0981;                    North         East     Units Scale Factor Converg.
 CG0981;SPC AZ E     -    85,613.922   193,242.711   MT  0.99990499   -0 06 42.6
 CG0981;SPC AZ E     -   280,885.57    633,998.40   iFT  0.99990499   -0 06 42.6
 CG0981;SPC AZ C     -    86,623.452   359,004.790   MT  1.00016154   +0 48 35.1
 CG0981;SPC AZ C     -   284,197.68  1,177,837.24   iFT  1.00016154   +0 48 35.1
 CG0981;UTM  12      - 3,515,338.302   558,796.178   MT  0.99964263   +0 19 37.1
 CG0981
 CG0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0981!SPC AZ E     -   0.99974535  x   0.99990499  =   0.99965036
 CG0981!SPC AZ C     -   0.99974535  x   1.00016154  =   0.99990685
 CG0981!UTM  12      -   0.99974535  x   0.99964263  =   0.99938807
 CG0981
 CG0981|---------------------------------------------------------------------|
 CG0981| PID    Reference Object                     Distance      Geod. Az  |
 CG0981|                                                           dddmmss.s |
 CG0981| CC7323 EARP RM 1                             9.437 METERS 00214     |
 CG0981| CC7322 EARP AZ MK                                         0880159.7 |
 CG0981| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.22.1 KM 0920457.9 |
 CG0981| CC7324 EARP RM 2                             8.886 METERS 27221     |
 CG0981|---------------------------------------------------------------------|
 CG0981
 CG0981                          SUPERSEDED SURVEY CONTROL
 CG0981
 CG0981  NAD 83(1986)-  31 46 19.40270(N)    110 22 44.61416(W) AD(       ) 2
 CG0981  NAD 27      -  31 46 19.08700(N)    110 22 42.33000(W) AD(       ) 2
 CG0981  NGVD 29 (06/28/91) 1649.1    (m)         5410.     (f) VERT ANG       
 CG0981
 CG0981.Superseded values are not recommended for survey control.
 CG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0981.See file dsdata.txt to determine how the superseded data were derived.
 CG0981
 CG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5879615338(NAD 83)
 CG0981_MARKER: DS = TRIANGULATION STATION DISK
 CG0981_SETTING: 66 = SET IN ROCK OUTCROP
 CG0981_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0981+STABILITY: POSITION/ELEVATION WELL
 CG0981
 CG0981  HISTORY     - Date     Condition        Report By
 CG0981  HISTORY     - 1946     MONUMENTED       CGS
 CG0981  HISTORY     - 1956     GOOD             USE
 CG0981  HISTORY     - 1986     GOOD             AZDT
 CG0981
 CG0981                          STATION DESCRIPTION
 CG0981
 CG0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0981'THE STATION IS ON TOP OF A PROMINENT RIMROCK RIDGE WHICH BREAKS
 CG0981'OFF TO THE E AND AT THIS POINT IS THE MOST E FOOTHILL OF THE
 CG0981'WHETSTONE MOUNTAINS.  BY APPROXIMATE AIRLINE DISTANCES, IT
 CG0981'IS 15-1/2 MILES N OF FT. HUACHUCA, 13 MILES SW OF ST. DAVID,
 CG0981'12 MILES WNW OF FAIRBANK, 2-3/4 MILES N OF MESCAL CREEK, 3/4
 CG0981'MILE W OF THE CORONADO NATIONAL FOREST BOUNDARY AND INSIDE THE
 CG0981'FOREST, AND 1/2 MILE S OF DRY CANYON.
 CG0981'
 CG0981'TO REACH FROM FAIRBANK, GO W ON STATE HIGHWAY 82 FOR 9.6
 CG0981'MILES TO THE JUNCTION OF STATE HIGHWAYS 82 AND 92.  HERE KEEP
 CG0981'STRAIGHT AHEAD ON HIGHWAY 82 FOR 1.3 MILES TO A NARROW GRAVEL
 CG0981'CROSS ROAD.  HERE TURN RIGHT OFF ROUTE 82 AND GO N ON THE GRADED
 CG0981'ROAD 3.3 MILES TO THE MANISTEE RANCH HOUSE.  HERE BEAR RIGHT,
 CG0981'THEN TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD E AND NE
 CG0981'1.9 MILES TO WOOD GATE AT WINDMILL, TANK, AND CORRALS.  PASS
 CG0981'THROUGH GATE AND TAKE LEFT FORK STRAIGHT AHEAD AT FENCE
 CG0981'CORNER AND FOLLOW THE MAIN TRACK ROAD 1.0 MILE TO WIRE GATE
 CG0981'AT THE FOREST BOUNDARY.  PASS THROUGH AND FOLLOW TRACK ROAD
 CG0981'N 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.8
 CG0981'MILE TO WHERE ROAD TURNS RIGHT DOWN INTO CANYON.  HERE TURN
 CG0981'OR BEAR LEFT OFF THE ROAD AND DRIVE ACROSS COUNTRY UP
 CG0981'SIDE OF HILL FOR 0.1 MILE TO END OF TRUCK TRAVEL.
 CG0981'FROM HERE PACK SW UP THE STEEP SLOPE TO A SADDLE, THENCE
 CG0981'RIGHT TO HIGHEST POINT AND STATION.  A 1/2-HOUR PACK.
 CG0981'
 CG0981'THE STATION MARK IS A BRONZE STATION DISK, STAMPED EARP 1946,
 CG0981'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CG0981'ABOUT 1 FOOT ABOVE THE GROUND.
 CG0981'
 CG0981'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMED EARP NO
 CG0981'1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CG0981'PROJECTS ABOUT 2 FEET ABOVE THE GROUND ON THE E SIDE.  IT
 CG0981'IS LOCATED N OF THE STATION AND ABOUT 2 FEET HIGHER.
 CG0981'
 CG0981'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED EARP
 CG0981'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CG0981'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CG0981'W OF THE STATION AND ABOUT 2 FEET HIGHER.
 CG0981'
 CG0981'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED EARP 1946,
 CG0981'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 CG0981'INCHES ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION,
 CG0981'6 FEET W OF THE CENTER OF THE TRACK ROAD, AND 2-1/2 FEET S OF
 CG0981'A 4- BY 4-INCH WHITE WITNESS POST.
 CG0981
 CG0981                          STATION RECOVERY (1956)
 CG0981
 CG0981'RECOVERY NOTE BY US ENGINEERS 1956
 CG0981'STATION RECOVERED AS DESCRIBED.
 CG0981
 CG0981                          STATION RECOVERY (1986)
 CG0981
 CG0981'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0981'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0981'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0981'
 CG0981'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0981'10 FOR 3 MILES TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG0981'S.R. 90 FOR 12.6 MILES TO A SIDE ROAD ON THE RIGHT AT MILE POST 302.4.
 CG0981'TURN RIGHT PASSING THROUGH THE GATE ALONG DRY CANYON TRAIL FOR 1.0
 CG0981'MILE TO A CATTLE GUARD AT THE FOREST BOUNDARY, CONTINUE WEST FOR 0.55
 CG0981'MILE TO A FORK.  TAKE THE LEFT FORK AND CROSS A DEEP WASH TO A FORK.
 CG0981'TAKE THE RIGHT FORK 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH
 CG0981'TO THE HIGHEST POINT ON THE RIDGE AND STATION.  AFTER CROSSING THE
 CG0981'DEEP WASH THE AZIMUTH MARK IS 0.4 MILE ALONG THE LEFT FORK ON THE
 CG0981'RIGHT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0595 ***********************************************************************
 FQ0595  DESIGNATION -  EAST
 FQ0595  PID         -  FQ0595
 FQ0595  STATE/COUNTY-  AZ/COCONINO
 FQ0595  USGS QUAD   -  METEOR CRATER (1983)
 FQ0595
 FQ0595                         *CURRENT SURVEY CONTROL
 FQ0595  ___________________________________________________________________
 FQ0595* NAD 83(1992)-  35 01 28.90141(N)    111 00 59.66859(W)     ADJUSTED  
 FQ0595* NAVD 88     -      1739.9    (meters)    5708.     (feet)  VERTCON   
 FQ0595  ___________________________________________________________________
 FQ0595  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FQ0595  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0595
 FQ0595  HORZ ORDER  -  SECOND
 FQ0595
 FQ0595.The horizontal coordinates were established by classical geodetic methods
 FQ0595.and adjusted by the National Geodetic Survey in August 1993..
 FQ0595
 FQ0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0595
 FQ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0595
 FQ0595.The geoid height was determined by GEOID03.
 FQ0595
 FQ0595;                    North         East     Units Scale Factor Converg.
 FQ0595;SPC AZ C     -   446,683.902   295,496.011   MT  0.99998312   +0 30 59.8
 FQ0595;SPC AZ C     - 1,465,498.37    969,475.10   iFT  0.99998312   +0 30 59.8
 FQ0595;UTM  12      - 3,875,781.759   498,487.994   MT  0.99960003   -0 00 34.2
 FQ0595
 FQ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0595!SPC AZ C     -   0.99973075  x   0.99998312  =   0.99971387
 FQ0595!UTM  12      -   0.99973075  x   0.99960003  =   0.99933089
 FQ0595
 FQ0595|---------------------------------------------------------------------|
 FQ0595| PID    Reference Object                     Distance      Geod. Az  |
 FQ0595|                                                           dddmmss.s |
 FQ0595| CH3088 EAST RM 1                             9.745 METERS 04301     |
 FQ0595| CH3089 EAST RM 2                             8.027 METERS 12621     |
 FQ0595| FQ0599 LOCKE RM 2                          APPROX. 8.8 KM 3564419.4 |
 FQ0595|---------------------------------------------------------------------|
 FQ0595
 FQ0595                          SUPERSEDED SURVEY CONTROL
 FQ0595
 FQ0595  NAD 83(1986)-  35 01 28.89483(N)    111 00 59.67169(W) AD(       ) 2
 FQ0595  NAD 27      -  35 01 28.83930(N)    111 00 57.16430(W) AD(       ) 2
 FQ0595  NGVD 29 (07/19/86) 1739.0    (m)         5705.     (f) VERT ANG       
 FQ0595
 FQ0595.Superseded values are not recommended for survey control.
 FQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0595.See file dsdata.txt to determine how the superseded data were derived.
 FQ0595
 FQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9848875782(NAD 83)
 FQ0595_MARKER: DS = TRIANGULATION STATION DISK
 FQ0595_SETTING: 80 = SET IN A BOULDER
 FQ0595_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0595
 FQ0595  HISTORY     - Date     Condition        Report By
 FQ0595  HISTORY     - 1958     MONUMENTED       CGS
 FQ0595
 FQ0595                          STATION DESCRIPTION
 FQ0595
 FQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0595'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE EAST RIM
 FQ0595'OF METEOR CRATER, ABOUT 16 MILES WEST OF WINSLOW AND 4-1/2
 FQ0595'MILES SOUTH OF U.S. HIGHWAY 66.
 FQ0595'
 FQ0595'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 FQ0595'WEST ON U.S. HIGHWAY 66 FOR 9.3 MILES TO HOPI HOUSE CAFE ON
 FQ0595'THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 9.7 MILES TO A
 FQ0595'T-ROAD LEFT AND RIMMY JIMS STORE ON THE RIGHT, TURN LEFT, SOUTH,
 FQ0595'GO 5.4 MILES ON A PAVED ROAD TO A REVERSE Y-FORK (THIS IS
 FQ0595'0.2 MILE NORTH OF METEOR CRATER BUILDINGS) TURN SHARP LEFT,
 FQ0595'GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO AROUND THE
 FQ0595'CRATER FOR 1.1 MILES, HERE TURN RIGHT AND GO WEST FOR 0.1 MILE
 FQ0595'TO THE HIGHEST PART OF THE CRATER RIM AND THE STATION.  (A
 FQ0595'4-WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST 0.1 MILE).
 FQ0595'
 FQ0595'THE STATION MARK, STAMPED EAST 1958, IS A STANDARD DISK
 FQ0595'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0595'AND IS 17 FEET WEST OF A WITNESS POST.
 FQ0595'
 FQ0595'REFERENCE MARK NO. 1, STAMPED EAST NO 1 1958, IS A STANDARD
 FQ0595'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0595'2 INCHES.  IT IS 37 FEET NORTH OF A WITNESS POST AND ABOUT
 FQ0595'4 FEET LOWER THAN THE STATION.
 FQ0595'
 FQ0595'REFERENCE MARK NO. 2, STAMPED EAST NO 2 1958, IS A STANDARD
 FQ0595'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.
 FQ0595'IT IS 11 FEET EAST OF A WITNESS POST AND ABOUT 2 FEET LOWER
 FQ0595'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0960 ***********************************************************************
 ES0960  DESIGNATION -  EAST
 ES0960  PID         -  ES0960
 ES0960  STATE/COUNTY-  AZ/COCONINO
 ES0960  USGS QUAD   -  ROCK STATION (1986)
 ES0960
 ES0960                         *CURRENT SURVEY CONTROL
 ES0960  ___________________________________________________________________
 ES0960* NAD 83(1992)-  34 56 35.57615(N)    110 48 42.93378(W)     ADJUSTED  
 ES0960* NAVD 88     -      1625.7    (meters)    5334.     (feet)  VERTCON   
 ES0960  ___________________________________________________________________
 ES0960  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ES0960  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0960
 ES0960  HORZ ORDER  -  THIRD
 ES0960
 ES0960.The horizontal coordinates were established by classical geodetic methods
 ES0960.and adjusted by the National Geodetic Survey in August 1993..
 ES0960
 ES0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0960
 ES0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0960
 ES0960.The geoid height was determined by GEOID03.
 ES0960
 ES0960;                    North         East     Units Scale Factor Converg.
 ES0960;SPC AZ C     -   437,832.439   314,271.447   MT  1.00002547   +0 37 58.1
 ES0960;SPC AZ C     - 1,436,458.13  1,031,074.30   iFT  1.00002547   +0 37 58.1
 ES0960;SPC AZ E     -   437,465.279   154,420.250   MT  0.99994280   -0 22 10.5
 ES0960;SPC AZ E     - 1,435,253.54    506,628.12   iFT  0.99994280   -0 22 10.5
 ES0960;UTM  12      - 3,866,762.064   517,173.917   MT  0.99960363   +0 06 27.8
 ES0960
 ES0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0960!SPC AZ C     -   0.99974867  x   1.00002547  =   0.99977413
 ES0960!SPC AZ E     -   0.99974867  x   0.99994280  =   0.99969148
 ES0960!UTM  12      -   0.99974867  x   0.99960363  =   0.99935240
 ES0960
 ES0960|---------------------------------------------------------------------|
 ES0960| PID    Reference Object                     Distance      Geod. Az  |
 ES0960|                                                           dddmmss.s |
 ES0960| DZ1626 EAST RM 2                             3.124 METERS 01038     |
 ES0960| ES1121 SUNSET                              APPROX.14.4 KM 2522320.7 |
 ES0960| DZ1625 EAST RM 1                             5.100 METERS 27723     |
 ES0960|---------------------------------------------------------------------|
 ES0960
 ES0960                          SUPERSEDED SURVEY CONTROL
 ES0960
 ES0960  NAD 83(1986)-  34 56 35.56972(N)    110 48 42.93743(W) AD(       ) 3
 ES0960  NGVD 29 (02/22/88) 1624.9    (m)         5331.     (f) VERT ANG       
 ES0960
 ES0960.Superseded values are not recommended for survey control.
 ES0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0960.See file dsdata.txt to determine how the superseded data were derived.
 ES0960
 ES0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1717466762(NAD 83)
 ES0960_MARKER: DS = TRIANGULATION STATION DISK
 ES0960_SETTING: 80 = SET IN A BOULDER
 ES0960_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0960+STABILITY: SURFACE MOTION
 ES0960
 ES0960  HISTORY     - Date     Condition        Report By
 ES0960  HISTORY     - 1954     MONUMENTED       USGS
 ES0960
 ES0960                          STATION DESCRIPTION
 ES0960
 ES0960'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ES0960'LOCATED ABOUT 9 MI SW. OF WINSLOW, 1 MI W. OF STATE HWY. 65.  ON
 ES0960'WEST END OF LOW MESA.
 ES0960'
 ES0960'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES0960'WINSLOW, DRIVE 9.1 MI SW. ON STATE HWY. 65 TO TRACK RD. AND GATE
 ES0960'ON RIGHT.  TURN RIGHT PASSING THROUGH GATE 1 MI ON WEST END OF
 ES0960'MESA, ABOUT 1,000 FT. N. OF RD.
 ES0960'
 ES0960'STATION MARK--STANDARD TABLET STAMPED---EAST 1954---, CEMENTED IN
 ES0960'DRILL HOLE IN ROCK ABOUT 0.1 FT ABOVE GROUND.
 ES0960'
 ES0960'RM 1--STANDARD RM TABLET STAMPED---NO 1 1954---, CEMENTED IN DRILL
 ES0960'HOLE IN ROCK.
 ES0960'
 ES0960'RM 2--STANDARD RM TABLET STAMPED---NO 2 1954---, CEMENTED IN DRILL
 ES0960'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0961 ***********************************************************************
 ET0961  DESIGNATION -  EAST ANTELOPE 2
 ET0961  PID         -  ET0961
 ET0961  STATE/COUNTY-  AZ/YAVAPAI
 ET0961  USGS QUAD   -  YARNELL (1969)
 ET0961
 ET0961                         *CURRENT SURVEY CONTROL
 ET0961  ___________________________________________________________________
 ET0961* NAD 83(1992)-  34 13 15.21746(N)    112 40 28.00681(W)     ADJUSTED  
 ET0961* NAVD 88     -      1951.6    (meters)    6403.     (feet)  VERTCON   
 ET0961  ___________________________________________________________________
 ET0961  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 ET0961  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 ET0961
 ET0961  HORZ ORDER  -  SECOND
 ET0961
 ET0961.The horizontal coordinates were established by classical geodetic methods
 ET0961.and adjusted by the National Geodetic Survey in June 1998..
 ET0961
 ET0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0961
 ET0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0961
 ET0961.The geoid height was determined by GEOID03.
 ET0961
 ET0961;                    North         East     Units Scale Factor Converg.
 ET0961;SPC AZ C     -   357,413.567   143,540.647   MT  0.99996007   -0 25 34.3
 ET0961;SPC AZ C     - 1,172,616.69    470,933.88   iFT  0.99996007   -0 25 34.3
 ET0961;UTM  12      - 3,787,916.383   345,761.783   MT  0.99989325   -0 56 30.7
 ET0961
 ET0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0961!SPC AZ C     -   0.99969812  x   0.99996007  =   0.99965821
 ET0961!UTM  12      -   0.99969812  x   0.99989325  =   0.99959141
 ET0961
 ET0961:                Primary Azimuth Mark                     Grid Az
 ET0961:SPC AZ C     -  UNION                                    049 26 42.4
 ET0961:UTM  12      -  UNION                                    049 57 38.8
 ET0961
 ET0961|---------------------------------------------------------------------|
 ET0961| PID    Reference Object                     Distance      Geod. Az  |
 ET0961|                                                           dddmmss.s |
 ET0961| ET0939 UNION                               APPROX.32.9 KM 0490108.1 |
 ET0961| CH3085 EAST ANTELOPE 2 RM 2                  7.223 METERS 15104     |
 ET0961| ET0960 6391                                  6.359 METERS 15945     |
 ET0961| CH3084 EAST ANTELOPE 2 RM 1                  5.933 METERS 25122     |
 ET0961|---------------------------------------------------------------------|
 ET0961
 ET0961                          SUPERSEDED SURVEY CONTROL
 ET0961
 ET0961  NAD 83(1992)-  34 13 15.21746(N)    112 40 28.00681(W) AD(       ) 2
 ET0961  NAD 83(1986)-  34 13 15.21732(N)    112 40 28.00840(W) AD(       ) 2
 ET0961  NAD 27      -  34 13 15.12414(N)    112 40 25.36974(W) AD(       ) 2
 ET0961  NGVD 29 (07/19/86) 1950.8    (m)         6400.     (f) VERT ANG       
 ET0961
 ET0961.Superseded values are not recommended for survey control.
 ET0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0961.See file dsdata.txt to determine how the superseded data were derived.
 ET0961
 ET0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4576287916(NAD 83)
 ET0961_MARKER: DD = SURVEY DISK
 ET0961_SETTING: 80 = SET IN A BOULDER
 ET0961_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0961
 ET0961  HISTORY     - Date     Condition        Report By
 ET0961  HISTORY     - 1969     MONUMENTED       USGS
 ET0961
 ET0961                          STATION DESCRIPTION
 ET0961
 ET0961'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET0961'LOCATED ABOUT 10.5 MI. (AIRLINE) S. OF KIRKLAND JUNCTION.  ABOUT
 ET0961'4 MI. E. OF YARNELL.  ON THE HIGHEST PEAK IN THE AREA.
 ET0961'
 ET0961'REACHED BY HELICOPTER.
 ET0961'
 ET0961'TO REACH FROM CONGRESS JUNCTION GO E. ON HIGHWAY 71 FOR 1.5 MI. TO
 ET0961'RD. RIGHT LEADING TO STANTON AND OCTAVE.  TURN RIGHT AND FOLLOW RD.
 ET0961'6.0 MI. TO STANTON.  CONTINUE ON MAIN RD. (N.) 2.0 MI. TO GEORGE
 ET0961'MEDD RANCH AT SHARP BEND LEFT.  PASS THROUGH RANCH YARD GATE AND
 ET0961'CORRALS AND FOLLOW JEEP RD. FOR 4.0 MI. N. AND E. TO SADDLE IN
 ET0961'N.-S. RIDGE.  LEAVE TRUCK AND PACK N. ALONG RIDGE FOR ABOUT 1.0
 ET0961'MI.  TO HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 ET0961'
 ET0961'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED EAST ANTELOPE
 ET0961'2 1969 CEMENTED IN DRILL HOLE IN BOULDER.
 ET0961'
 ET0961'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED NO 1
 ET0961'1969 CEMENTED IN DRILL HOLE ON A SLOPING BOULDER, 3.7 FT. BELOW
 ET0961'STATION MARK.
 ET0961'
 ET0961'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED NO 2
 ET0961'1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 0.7 FT. ABOVE STATION
 ET0961'MARK.
 ET0961'
 ET0961'V.A.B.M. 6391.  EAST ANTELOPE (USGS) IS A BRONZE TABLET COMENTED IN
 ET0961'A SOLID MALPAIS ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0999 ***********************************************************************
 ES0999  DESIGNATION -  EAST CEDAR
 ES0999  PID         -  ES0999
 ES0999  STATE/COUNTY-  AZ/YAVAPAI
 ES0999  USGS QUAD   -  ROVER PEAK (1967)
 ES0999
 ES0999                         *CURRENT SURVEY CONTROL
 ES0999  ___________________________________________________________________
 ES0999* NAD 83(1992)-  34 06 01.87028(N)    111 47 13.24799(W)     ADJUSTED  
 ES0999* NAVD 88     -      1660.3    (meters)    5447.     (feet)  VERTCON   
 ES0999  ___________________________________________________________________
 ES0999  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 ES0999  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 ES0999
 ES0999  HORZ ORDER  -  FIRST
 ES0999
 ES0999.The horizontal coordinates were established by classical geodetic methods
 ES0999.and adjusted by the National Geodetic Survey in August 1993..
 ES0999
 ES0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0999
 ES0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0999
 ES0999.The geoid height was determined by GEOID03.
 ES0999
 ES0999;                    North         East     Units Scale Factor Converg.
 ES0999;SPC AZ C     -   343,810.280   225,322.676   MT  0.99990176   +0 04 21.7
 ES0999;SPC AZ C     - 1,127,986.48    739,247.62   iFT  0.99990176   +0 04 21.7
 ES0999;UTM  12      - 3,773,581.009   427,405.891   MT  0.99966496   -0 26 28.5
 ES0999
 ES0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0999!SPC AZ C     -   0.99974372  x   0.99990176  =   0.99964550
 ES0999!UTM  12      -   0.99974372  x   0.99966496  =   0.99940876
 ES0999
 ES0999:                Primary Azimuth Mark                     Grid Az
 ES0999:SPC AZ C     -  EAST CEDAR AZ MK                         004 13 04.1
 ES0999:UTM  12      -  EAST CEDAR AZ MK                         004 43 54.3
 ES0999
 ES0999|---------------------------------------------------------------------|
 ES0999| PID    Reference Object                     Distance      Geod. Az  |
 ES0999|                                                           dddmmss.s |
 ES0999| CH3090 EAST CEDAR AZ MK                                   0041725.8 |
 ES0999| CH3091 EAST CEDAR RM 1                       6.313 METERS 07725     |
 ES0999| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX.13.3 KM 1842134.5 |
 ES0999| CH3092 EAST CEDAR RM 2                       2.622 METERS 21541     |
 ES0999|---------------------------------------------------------------------|
 ES0999
 ES0999                          SUPERSEDED SURVEY CONTROL
 ES0999
 ES0999  NAD 83(1986)-  34 06 01.86591(N)    111 47 13.25059(W) AD(       ) 1
 ES0999  NAD 27      -  34 06 01.73500(N)    111 47 10.71500(W) AD(       ) 1
 ES0999  NGVD 29 (07/19/86) 1659.6    (m)         5445.     (f) VERT ANG       
 ES0999
 ES0999.Superseded values are not recommended for survey control.
 ES0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0999.See file dsdata.txt to determine how the superseded data were derived.
 ES0999
 ES0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2740673581(NAD 83)
 ES0999_MARKER: DS = TRIANGULATION STATION DISK
 ES0999_SETTING: 80 = SET IN A BOULDER
 ES0999_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0999+STABILITY: SURFACE MOTION
 ES0999
 ES0999  HISTORY     - Date     Condition        Report By
 ES0999  HISTORY     - 1946     MONUMENTED       CGS
 ES0999  HISTORY     - 1966     GOOD             USGS
 ES0999
 ES0999                          STATION DESCRIPTION
 ES0999
 ES0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0999'THE STATION IS ON THE HIGHEST POINT OF THE NORTHWESTERNMOST
 ES0999'OF THREE PEAKS WHICH FORM THE SUMMIT OF EAST CEDAR MOUNTAIN.
 ES0999'THE CENTER PEAK IS HIGHER.  BY APPROXIMATE AIRLINE DISTANCES
 ES0999'THE STATION IS 21 MILES NORTH-NORTHEAST OF CAVE CREEK, 2-1/2 MILES
 ES0999'SOUTH OF THE DUGAN RANCH, 4 MILES WEST OF THE VERDE RIVER, 5-1/2
 ES0999'MILES SOUTHWEST OF THE GILA AND YAVAPAI COUNTY LINE AT THE VERDE
 ES0999'RIVER.
 ES0999'
 ES0999'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 ES0999'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.2 MILES
 ES0999'TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE TAKE THE
 ES0999'LEFT FORK AS PER SIGN BLOODY BASIN 30 AND FOLLOW THE MAIN
 ES0999'TRAVELLED ROAD FOR 30.6 MILES TO A ROAD JUNCTION AT SEVERAL
 ES0999'SIGNS.  HERE TURN RIGHT AS PER THE SIGN DUGAN RANCH AND GO 1.2
 ES0999'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.65 MILES TO
 ES0999'ANOTHER FORK.  (AZIMUTH MARK IS 24 YARDS NORTH-NORTHEAST OF
 ES0999'THE ROAD 0.15 MILE BEFORE REACHING THIS FORK.) KEEP LEFT AS
 ES0999'PER SIGN 6-1/2 VERDE RIVER (RIGHT FORK GOES TO DUGAN RANCH)
 ES0999'AND GO 2.55 MILES ON THE MAIN TRAVELED ROAD TO END OF TRUCK
 ES0999'TRAVEL AT TOP OF HILL WHERE THE ROAD STARTS DOWN GRADE.  FROM
 ES0999'HERE THE STATION IS VISIBLE ON TOP OF THE HIGH RIDGE TO THE
 ES0999'SOUTHWEST, AND FROM THIS POINT THE STATION PEAK APPEARS TO BE
 ES0999'THE HIGHEST.  PACK TO THE TOP OF THE FIRST HILL, ABOUT 1/4
 ES0999'MILE WEST-SOUTHWEST, THENCE ALONG THE TOP OF THE RIDGE TO THE
 ES0999'BASE OF THE MOUNTAIN.  BEAR RIGHT SLIGHTLY, THENCE UP A
 ES0999'NARROW ROCKY WASH TO THE TOP OF THE RIM.  TURN LEFT TO THE TOP
 ES0999'OF THE FIRST HIGH PEAK AND THE STATION.  A 2-1/2 HOUR PACK
 ES0999'AND PART OF THE WAY EXTREMELY STEEP.
 ES0999'
 ES0999'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 ES0999'STAMPED EAST CEDAR 1946, IS SET IN A DRILL HOLE IN A BOULDER
 ES0999'WHICH PROJECTS ABOUT 3 FEET ABOVE THE SURROUNDING SURFACE, AND
 ES0999'IS THE HIGHEST POINT OF THE PEAK.  THIS MARK WAS FOUND ALREADY
 ES0999'SET, BUT WITH NO STAMPING ON IT AND NO INFORMATION AVAILABLE
 ES0999'AS TO ITS ORIGIN.
 ES0999'
 ES0999'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0999'EAST CEDAR NO 1 1946, IS SET IN A DRILL HOLE IN BEDROCK FLUSH
 ES0999'WITH THE SURROUNDING SURFACE, AND LOCATED EAST-NORTHEAST OF THE
 ES0999'STATION AND ABOUT 7 FEET LOWER.
 ES0999'
 ES0999'REFERENCE MARK 2, WHICH IS A U.S. DEPARTMENT OF AGRICULTURE
 ES0999'FOREST SERVICE DISC STAMPED FIRE CONTROL VISIBLE AREA MAP POINT
 ES0999'E CEDAR MT. 5 18 38, IS SET IN A DRILL HOLE IN OUTCROPPING
 ES0999'BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0999'AND IS LOCATED SOUTH-SOUTHWEST OF THE STATION AND ABOUT 3 FEET
 ES0999'LOWER.
 ES0999'
 ES0999'THE AZIMUTH MARK, WHICH IS A STANDARD BENCH MARK DISC STAMPED
 ES0999'S 155 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 ES0999'ABOUT 9 INCHES ABOVE THE GROUND, AND IS LOCATED 24 YARDS
 ES0999'NORTH-NORTHEAST OF THE ROAD, 3 FEET EAST-SOUTHEAST OF A 4 X 4
 ES0999'INCH WHITE WITNESS POST, AND NORTH OF THE STATION.
 ES0999
 ES0999                          STATION RECOVERY (1966)
 ES0999
 ES0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0999'RECOVERED AS DESCRIBED.
 ES0999'
 ES0999'NOTE--HORIZONTAL DISTANCE TO RM 2 IS 8.83 FT. INSTEAD OF 8.600
 ES0999'AS RECORDED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1157 ***********************************************************************
 ES1157  DESIGNATION -  EAST CHEVALON
 ES1157  PID         -  ES1157
 ES1157  STATE/COUNTY-  AZ/COCONINO
 ES1157  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES1157
 ES1157                         *CURRENT SURVEY CONTROL
 ES1157  ___________________________________________________________________
 ES1157* NAD 83(1992)-  34 41 05.90282(N)    110 50 28.29119(W)     ADJUSTED  
 ES1157* NAVD 88     -      2095.7    (meters)    6876.     (feet)  VERTCON   
 ES1157  ___________________________________________________________________
 ES1157  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 ES1157  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1157
 ES1157  HORZ ORDER  -  THIRD
 ES1157
 ES1157.The horizontal coordinates were established by classical geodetic methods
 ES1157.and adjusted by the National Geodetic Survey in August 1993..
 ES1157.No horizontal observational check was made to the station.
 ES1157
 ES1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1157
 ES1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1157
 ES1157.The geoid height was determined by GEOID03.
 ES1157
 ES1157;                    North         East     Units Scale Factor Converg.
 ES1157;SPC AZ C     -   409,155.692   311,905.103   MT  1.00001966   +0 36 43.4
 ES1157;SPC AZ C     - 1,342,374.32  1,023,310.71   iFT  1.00001966   +0 36 43.4
 ES1157;UTM  12      - 3,838,120.148   514,546.820   MT  0.99960261   +0 05 25.3
 ES1157
 ES1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1157!SPC AZ C     -   0.99967490  x   1.00001966  =   0.99969455
 ES1157!UTM  12      -   0.99967490  x   0.99960261  =   0.99927764
 ES1157
 ES1157:                Primary Azimuth Mark                     Grid Az
 ES1157:SPC AZ C     -  RED KNOLL                                126 11 56.1
 ES1157:UTM  12      -  RED KNOLL                                126 43 14.2
 ES1157
 ES1157|---------------------------------------------------------------------|
 ES1157| PID    Reference Object                     Distance      Geod. Az  |
 ES1157|                                                           dddmmss.s |
 ES1157| ES1107 RED KNOLL                           APPROX.29.1 KM 1264839.5 |
 ES1157| CS4080 EAST CHEVALON RM 2                   15.416 METERS 35109     |
 ES1157|---------------------------------------------------------------------|
 ES1157
 ES1157                          SUPERSEDED SURVEY CONTROL
 ES1157
 ES1157  NAD 83(1986)-  34 41 05.89658(N)    110 50 28.29708(W) AD(       ) 3
 ES1157  NGVD 29 (04/27/90) 2094.8    (m)         6873.     (f) VERT ANG       
 ES1157
 ES1157.Superseded values are not recommended for survey control.
 ES1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1157.See file dsdata.txt to determine how the superseded data were derived.
 ES1157
 ES1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1454738120(NAD 83)
 ES1157_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1157_SETTING: 80 = SET IN A BOULDER
 ES1157_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1157+STABILITY: SURFACE MOTION
 ES1157
 ES1157  HISTORY     - Date     Condition        Report By
 ES1157  HISTORY     - 1932     MONUMENTED       USGS
 ES1157  HISTORY     - 1960     GOOD             USGS
 ES1157
 ES1157                          STATION DESCRIPTION
 ES1157
 ES1157'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1157'RECOVERED IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.
 ES1157'
 ES1157'LOCATED ABOUT 23 MI SSW. OF WINSLOW, ABOUT 23 MI NNW. OF HEBER.
 ES1157'ON SMALL, ROCKY TOP WHICH FORMS SOUTHEAST POINT OF CHEVELON
 ES1157'BUTTE.
 ES1157'
 ES1157'TO REACH FROM WINSLOW, DRIVE 29 MI S. ON CHEVELON RD. TO
 ES1157'SITGREAVES NATIONAL FOREST BOUNDARY.  TURN W. ON SOUTH SIDE OF
 ES1157'BOUNDARY FENCE AND FOLLOW RD. 4.2 MI W. AND N. UP SIDE OF
 ES1157'CHEVELON BUTTE TO SADDLE ON NORTHEAST SIDE OF RD.  PACK ABOUT 500
 ES1157'FT. UP SMALL TOP TO STATION.
 ES1157'
 ES1157'STATION MARK--STANDARD TABLET STAMPED---EAST CHEVALON 1932---,
 ES1157'CEMENTED IN DRILL HOLE IN ROCK.  (STAMPED IN 1960)
 ES1157'
 ES1157'RM 2--STANDARD RM TABLET STAMPED---EAST CHEVALON NO 2 1932---,
 ES1157'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1138 ***********************************************************************
 ES1138  DESIGNATION -  EAST POCKET KNOB
 ES1138  PID         -  ES1138
 ES1138  STATE/COUNTY-  AZ/COCONINO
 ES1138  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES1138
 ES1138                         *CURRENT SURVEY CONTROL
 ES1138  ___________________________________________________________________
 ES1138* NAD 83(1992)-  34 58 32.30792(N)    111 46 06.43384(W)     ADJUSTED  
 ES1138* NAVD 88     -      2194.2    (meters)    7199.     (feet)  VERTCON   
 ES1138  ___________________________________________________________________
 ES1138  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 ES1138  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES1138
 ES1138  HORZ ORDER  -  THIRD
 ES1138
 ES1138.The horizontal coordinates were established by classical geodetic methods
 ES1138.and adjusted by the National Geodetic Survey in August 1993..
 ES1138
 ES1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1138
 ES1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1138
 ES1138.The geoid height was determined by GEOID03.
 ES1138
 ES1138;                    North         East     Units Scale Factor Converg.
 ES1138;SPC AZ C     -   440,882.134   226,892.737   MT  0.99990226   +0 05 05.9
 ES1138;SPC AZ C     - 1,446,463.69    744,398.74   iFT  0.99990226   +0 05 05.9
 ES1138;UTM  12      - 3,870,611.409   429,855.814   MT  0.99966064   -0 26 25.9
 ES1138
 ES1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1138!SPC AZ C     -   0.99965943  x   0.99990226  =   0.99956173
 ES1138!UTM  12      -   0.99965943  x   0.99966064  =   0.99932019
 ES1138
 ES1138|---------------------------------------------------------------------|
 ES1138| PID    Reference Object                     Distance      Geod. Az  |
 ES1138|                                                           dddmmss.s |
 ES1138| CS3973 EAST POCKET KNOB RM 2                 6.428 METERS 09633     |
 ES1138| ES1136 CASNER                              APPROX.20.2 KM 2613304.7 |
 ES1138| CS3972 EAST POCKET KNOB RM 1                 9.400 METERS 35816     |
 ES1138|---------------------------------------------------------------------|
 ES1138
 ES1138                          SUPERSEDED SURVEY CONTROL
 ES1138
 ES1138  NAD 83(1986)-  34 58 32.30459(N)    111 46 06.43101(W) AD(       ) 3
 ES1138  NGVD 29 (04/23/90) 2193.3    (m)         7196.     (f) VERT ANG       
 ES1138
 ES1138.Superseded values are not recommended for survey control.
 ES1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1138.See file dsdata.txt to determine how the superseded data were derived.
 ES1138
 ES1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2985670611(NAD 83)
 ES1138_MARKER: DS = TRIANGULATION STATION DISK
 ES1138_SETTING: 0 = UNSPECIFIED SETTING
 ES1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1138
 ES1138  HISTORY     - Date     Condition        Report By
 ES1138  HISTORY     - 1962     MONUMENTED       USGS
 ES1138
 ES1138                          STATION DESCRIPTION
 ES1138
 ES1138'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ES1138'LOCATED ABOUT 17 MI SW. OF FLAGSTAFF, 5.5 MI NW. OF INDIAN
 ES1138'GARDENS, 1.1 MI W. OF OAK CREEK CANYON.  ON LONG E.-W. RIDGE KNOWN
 ES1138'LOCALLY AS EAST POCKET KNOB.
 ES1138'
 ES1138'TO REACH FROM SANTA FE RR. STATION IN FLAGSTAFF, GO 3.5 MI W. ON
 ES1138'U.S. HWY. 66 TO T-RD. S.  TURN LEFT OFF HWY. FOLLOWING
 ES1138'MAIN-TRAVELED RD. IN SOUTHERLY DIRECTION 20.1 MI TO Y-RD. AT SIGN
 ES1138'FENROW 1, TURKEY BUTTE 3, EAST POCKET 9 MI.  TAKE LEFT FORK
 ES1138'FOLLOWING MAIN-TRAVELED RD. 1.9 MI TO Y-RD. FORK.  TAKE RIGHT FORK
 ES1138'FOLLOWING MAIN-TRAVELED RD. 1.6 MI TO T-RD., CONTINUE STRAIGHT
 ES1138'AHEAD ON MAIN-TRAVELED RD. PAST CRATER TANK 1.3 MI TO Y-RD. FORK.
 ES1138'TAKE RIGHT FORK FOLLOWING MAIN-TRAVELED RD. 0.8 MI TO Y-RD. FORK.
 ES1138'TAKE LEFT FORK FOLLOWING RD. 0.2 MI TO Y-RD. FORK.  TAKE RIGHT
 ES1138'FORK FOLLOWING MAIN-TRAVELED RD. 0.6 MI TO Y-RD. FORK.  TAKE RIGHT
 ES1138'FORK AS PER SIGN EAST POCKET KNOB 1 MI.  TAKE RIGHT FORK
 ES1138'FOLLOWING RD. UP RIDGE TO LOT AND STATION.
 ES1138'
 ES1138'STATION MARK--STANDARD TABLET STAMPED---EAST POCKET KNOB 1962---,
 ES1138'CENTERED UNDER LOT, 0.6 FT BELOW GROUND LEVEL.
 ES1138'
 ES1138'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN ROCK
 ES1138'OUTCROP.
 ES1138'
 ES1138'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN ROCK
 ES1138'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5757 ***********************************************************************
 DH5757  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5757  DESIGNATION -  EAST RANGE
 DH5757  PID         -  DH5757
 DH5757  STATE/COUNTY-  AZ/COCHISE
 DH5757  USGS QUAD   -  HUACHUCA CITY (1982)
 DH5757
 DH5757                         *CURRENT SURVEY CONTROL
 DH5757  ___________________________________________________________________
 DH5757* NAD 83(1992)-  31 40 20.31087(N)    110 15 51.26734(W)     ADJUSTED  
 DH5757* NAVD 88     -      1262.36   (meters)    4141.6    (feet)  GPS OBS   
 DH5757  ___________________________________________________________________
 DH5757  X           -  -1,882,162.601 (meters)                     COMP
 DH5757  Y           -  -5,097,922.549 (meters)                     COMP
 DH5757  Z           -   3,330,210.217 (meters)                     COMP
 DH5757  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DH5757  ELLIP HEIGHT-        1234.36  (meters)          (08/22/05) GPS OBS
 DH5757  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DH5757
 DH5757  HORZ ORDER  -  B
 DH5757  ELLP ORDER  -  FOURTH    CLASS II
 DH5757
 DH5757.The horizontal coordinates were established by GPS observations
 DH5757.and adjusted by the National Geodetic Survey in August 2005..
 DH5757
 DH5757.The orthometric height was determined by GPS observations and a
 DH5757.high-resolution geoid model using precise GPS observation and
 DH5757.processing techniques.
 DH5757
 DH5757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5757
 DH5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5757
 DH5757.The ellipsoidal height was determined by GPS observations
 DH5757.and is referenced to NAD 83.
 DH5757
 DH5757.The geoid height was determined by GEOID03.
 DH5757
 DH5757;                    North         East     Units Scale Factor Converg.
 DH5757;SPC AZ E     -    74,539.074   204,108.184   MT  0.99990106   -0 03 04.4
 DH5757;SPC AZ E     -   244,550.77    669,646.27   iFT  0.99990106   -0 03 04.4
 DH5757;UTM  12      - 3,504,349.639   569,743.273   MT  0.99965999   +0 23 10.8
 DH5757
 DH5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5757!SPC AZ E     -   0.99980621  x   0.99990106  =   0.99970729
 DH5757!UTM  12      -   0.99980621  x   0.99965999  =   0.99946627
 DH5757
 DH5757                          SUPERSEDED SURVEY CONTROL
 DH5757
 DH5757.No superseded survey control is available for this station.
 DH5757
 DH5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6974304350(NAD 83)
 DH5757_MARKER: DD = SURVEY DISK
 DH5757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5757_STAMPING: EAST RANGE 2004
 DH5757_MARK LOGO: AZ-003
 DH5757_PROJECTION: FLUSH
 DH5757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5757+STABILITY: SURFACE MOTION
 DH5757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5757+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5757
 DH5757  HISTORY     - Date     Condition        Report By
 DH5757  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5757
 DH5757                          STATION DESCRIPTION
 DH5757
 DH5757'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5757'FROM THE POST OFFICE IN HUACHUCA CITY, AZ TRAVEL NORTH ON SR 90 3.4
 DH5757'MILES TO THE TURNOFF TO HWY 82.  GO EAST ON HWY 82 3.2 MILES TO TRUMAN
 DH5757'RD. TRAVEL SOUTH ON TRUMAN RD. FOR 4.2 MILES, TRUMAN SWINGS TO THE
 DH5757'EAST AND TURNS INTO JEFFERSON, JEFFERSON TURNS INTO BARBER AND GOES
 DH5757'SOUTH, BARBER TURNS INTO ADAMS AND ADAMS TURNS INTO SANDERS RD. TAKE
 DH5757'SANDERS RD. TO WILCOX, TURN RIGHT ONTO WILCOX AND GO 1.12 MILES TO A
 DH5757'DRIVEWAY THAT BEARS SOUTH AND HAS A PRIVATE PROPERTY SIGN. GO UP
 DH5757'DRIVEWAY TO THE HOUSE AND STATION.  THE STATION IS ON THE SOUTHWEST
 DH5757'SIDE OF THE HOME AND 3 FEET SOUTH OF FENCE LINE NEAR A SMALL CORRAL.
 DH5757' 
 DH5757'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5757'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5757'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0959 ***********************************************************************
 ES0959  DESIGNATION -  EAST SUNSET
 ES0959  PID         -  ES0959
 ES0959  STATE/COUNTY-  AZ/COCONINO
 ES0959  USGS QUAD   -  SUNSET PASS (1986)
 ES0959
 ES0959                         *CURRENT SURVEY CONTROL
 ES0959  ___________________________________________________________________
 ES0959* NAD 83(1992)-  34 50 27.29346(N)    110 53 58.15468(W)     ADJUSTED  
 ES0959* NAVD 88     -      2085.7    (meters)    6843.     (feet)  VERTCON   
 ES0959  ___________________________________________________________________
 ES0959  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 ES0959  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0959
 ES0959  HORZ ORDER  -  THIRD
 ES0959
 ES0959.The horizontal coordinates were established by classical geodetic methods
 ES0959.and adjusted by the National Geodetic Survey in August 1993..
 ES0959
 ES0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0959
 ES0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0959
 ES0959.The geoid height was determined by GEOID03.
 ES0959
 ES0959;                    North         East     Units Scale Factor Converg.
 ES0959;SPC AZ C     -   426,399.007   306,388.197   MT  1.00000663   +0 34 52.2
 ES0959;SPC AZ C     - 1,398,946.87  1,005,210.62   iFT  1.00000663   +0 34 52.2
 ES0959;UTM  12      - 3,855,405.963   509,189.658   MT  0.99960104   +0 03 26.7
 ES0959
 ES0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0959!SPC AZ C     -   0.99967648  x   1.00000663  =   0.99968310
 ES0959!UTM  12      -   0.99967648  x   0.99960104  =   0.99927765
 ES0959
 ES0959|---------------------------------------------------------------------|
 ES0959| PID    Reference Object                     Distance      Geod. Az  |
 ES0959|                                                           dddmmss.s |
 ES0959| DZ1623 EAST SUNSET RM 1                      7.227 METERS 04323     |
 ES0959| DZ1624 EAST SUNSET RM 2                      9.920 METERS 27418     |
 ES0959| ES1121 SUNSET                              APPROX. 9.0 KM 3205424.5 |
 ES0959|---------------------------------------------------------------------|
 ES0959
 ES0959                          SUPERSEDED SURVEY CONTROL
 ES0959
 ES0959  NAD 83(1986)-  34 50 27.28627(N)    110 53 58.15798(W) AD(       ) 3
 ES0959  NGVD 29 (02/22/88) 2084.8    (m)         6840.     (f) VERT ANG       
 ES0959
 ES0959.Superseded values are not recommended for survey control.
 ES0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0959.See file dsdata.txt to determine how the superseded data were derived.
 ES0959
 ES0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0919055406(NAD 83)
 ES0959_MARKER: DS = TRIANGULATION STATION DISK
 ES0959_SETTING: 80 = SET IN A BOULDER
 ES0959_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0959+STABILITY: SURFACE MOTION
 ES0959
 ES0959  HISTORY     - Date     Condition        Report By
 ES0959  HISTORY     - 1954     MONUMENTED       USGS
 ES0959
 ES0959                          STATION DESCRIPTION
 ES0959
 ES0959'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ES0959'LOCATED ABOUT 17 MI SW. OF WINSLOW, ON HIGHEST POINT OF EAST
 ES0959'SUNSET MTN.
 ES0959'
 ES0959'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES0959'WINSLOW, DRIVE 15.8 MI SW. ON STATE HWY. 65 TO TRACK RD. AND GATE
 ES0959'ON LEFT (SE.).  TURN LEFT ON TRACK RD. PASSING THROUGH GATE 0.5 MI
 ES0959'TO RD. FORKS.  TAKE RIGHT FORK 0.7 MI UPHILL TO RD. FORKS.  TAKE
 ES0959'LEFT FORK 0.5 MI TO FLAT CLEARING.  PACK UP SOUTH RIDGE TO CLIFF,
 ES0959'CONTINUE S. TO HIGHEST POINT AND STATION.  ABOUT 45-MIN. PACK.
 ES0959'
 ES0959'STATION MARK--STANDARD TABLET STAMPED---EAST SUNSET 1954---,
 ES0959'CEMENTED IN DRILL HOLE IN LARGE ROCK 1 FT. ABOVE GROUND.
 ES0959'
 ES0959'RM 1--STANDARD RM TABLET STAMPED---NO 1 1954---, CEMENTED IN DRILL
 ES0959'HOLE IN ROCK 0.2 FT. ABOVE GROUND.
 ES0959'
 ES0959'RM 2--STANDARD RM TABLET STAMPED---NO 2 1954---, CEMENTED IN DRILL
 ES0959'HOLE IN ROCK 0.8 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0383 ***********************************************************************
 GQ0383  DESIGNATION -  EAST VIEW
 GQ0383  PID         -  GQ0383
 GQ0383  STATE/COUNTY-  AZ/MOHAVE
 GQ0383  USGS QUAD   -  LAST CHANCE CANYON (1971)
 GQ0383
 GQ0383                         *CURRENT SURVEY CONTROL
 GQ0383  ___________________________________________________________________
 GQ0383* NAD 83(1992)-  36 22 58.05375(N)    113 42 25.26117(W)     ADJUSTED  
 GQ0383* NAVD 88     -      2011.2    (meters)    6598.     (feet)  VERTCON   
 GQ0383  ___________________________________________________________________
 GQ0383  LAPLACE CORR-          14.23  (seconds)                    DEFLEC99
 GQ0383  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 GQ0383
 GQ0383  HORZ ORDER  -  THIRD
 GQ0383
 GQ0383.The horizontal coordinates were established by classical geodetic methods
 GQ0383.and adjusted by the National Geodetic Survey in August 1993..
 GQ0383
 GQ0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0383
 GQ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0383
 GQ0383.The geoid height was determined by GEOID03.
 GQ0383
 GQ0383;                    North         East     Units Scale Factor Converg.
 GQ0383;SPC AZ W     -   597,005.059   217,216.434   MT  0.99993352   +0 01 31.8
 GQ0383;SPC AZ W     - 1,958,678.02    712,652.34   iFT  0.99993352   +0 01 31.8
 GQ0383;UTM  12      - 4,029,811.150   257,180.516   MT  1.00032651   -1 36 23.5
 GQ0383
 GQ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0383!SPC AZ W     -   0.99968833  x   0.99993352  =   0.99962187
 GQ0383!UTM  12      -   0.99968833  x   1.00032651  =   1.00001474
 GQ0383
 GQ0383:                Primary Azimuth Mark                     Grid Az
 GQ0383:SPC AZ W     -  EAST VIEW AZ MK                          056 54 25.4
 GQ0383:UTM  12      -  EAST VIEW AZ MK                          058 32 20.7
 GQ0383
 GQ0383|---------------------------------------------------------------------|
 GQ0383| PID    Reference Object                     Distance      Geod. Az  |
 GQ0383|                                                           dddmmss.s |
 GQ0383| CH3093 EAST VIEW AZ MK                                    0565557.2 |
 GQ0383| CH3095 EAST VIEW RM 2                        7.355 METERS 16052     |
 GQ0383| CH3094 EAST VIEW RM 1                        9.938 METERS 35852     |
 GQ0383|---------------------------------------------------------------------|
 GQ0383
 GQ0383                          SUPERSEDED SURVEY CONTROL
 GQ0383
 GQ0383  NAD 83(1986)-  36 22 58.04781(N)    113 42 25.26097(W) AD(       ) 3
 GQ0383  NAD 27      -  36 22 58.11600(N)    113 42 22.45900(W) AD(       ) 3
 GQ0383  NGVD 29 (07/19/86) 2010.3    (m)         6595.     (f) VERT ANG       
 GQ0383
 GQ0383.Superseded values are not recommended for survey control.
 GQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0383.See file dsdata.txt to determine how the superseded data were derived.
 GQ0383
 GQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5718129811(NAD 83)
 GQ0383_MARKER: DS = TRIANGULATION STATION DISK
 GQ0383_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0383
 GQ0383  HISTORY     - Date     Condition        Report By
 GQ0383  HISTORY     - 1953     MONUMENTED       CGS
 GQ0383
 GQ0383                          STATION DESCRIPTION
 GQ0383
 GQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0383'THE STATION IS LOCATED ABOUT 50 MILES SOUTH SOUTHWEST OF ST.
 GQ0383'GEORGE, UTAH, ABOUT 24 MILES SOUTHWEST OF WOLF HOLE, ABOUT 14
 GQ0383'MILES NORTHWEST OF THE WARING RANCH, ABOUT 19 MILES EAST OF THE
 GQ0383'NEVADA-ARIZONA STATE LINE AND ABOUT 1-1/2 MILES SOUTH OF A
 GQ0383'TIMBERED MOUNTAIN WHICH IS THE HIGHEST POINT IN THE VICINITY.
 GQ0383'IT IS ON THE EAST SLOPE OF A LOW FLAT TOPPED HILL WHICH IS
 GQ0383'NEAR THE RIM THAT OVERLOOKS THE LOW LANDS TO THE WEST.
 GQ0383'
 GQ0383'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH, BY DRIVING EAST
 GQ0383'ON PAVED ROAD FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE
 GQ0383'CEMETERY.  TURN RIGHT AND CONTINUE FOR 2.1 MILES TO A FORK AT
 GQ0383'THE SOUTH END OF THE BRIDGE OVER VIRGIN RIVER.  TAKE THE RIGHT
 GQ0383'FORK (SOUTH) FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0383'FOR 1.4 MILES TO ANOTHER FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0383'THE MAIN TRAVELED ROAD, SOUTHERLY, FOR 23.5 MILES TO WOLF HOLE
 GQ0383'AT A CABIN AND CORRALS ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO
 GQ0383'A FORK.  TAKE THE LEFT FORK AND GO 2.6 MILES TO A FORK.
 GQ0383'TAKE THE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD,
 GQ0383'EAST, UP OVER RIDGE THEN SOUTH-SOUTHEAST FOR A TOTAL DISTANCE
 GQ0383'OF 15.5 MILES TO AN OLD STONE CHIMNEY, CORRAL AND RESERVOIR
 GQ0383'ON THE RIGHT (WEST) SIDE OF ROAD.  CONTINUE FOR 0.3 MILE
 GQ0383'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.3 MILES TO A FORK
 GQ0383'OR ROAD LEFT.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 GQ0383'TRAVELED ROAD FOR 14.2 MILES TO A ROAD RIGHT AT A SMALL FENCED
 GQ0383'PASTURE IN A DRAW.  TURN RIGHT AND FOLLOW OLD ROAD UP WASH FOR
 GQ0383'4.0 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 1.7
 GQ0383'MILES TO AN OLD ABANDONED CABIN AT A LARGE CORRAL AND A FORK.
 GQ0383'TAKE THE RIGHT FORK, PASSING BETWEEN THE CABIN AND CORRAL, AND
 GQ0383'GO 0.8 MILE TO A FORK.  TURN LEFT FOR ABOUT 50 FEET THENCE
 GQ0383'RIGHT ONTO A TRACK ROAD AND CONTINUE THROUGH WOODS FOR 2.4
 GQ0383'MILES TO A T ROAD AT THE EDGE OF THE RIM.  TURN RIGHT AND GO
 GQ0383'0.6 MILE TO THE BASE OF A SMALL HILL AND A DIM FORK LEFT.
 GQ0383'TURN LEFT AND GO 0.1 TO THE TOP OF HILL THENCE TURN RIGHT,
 GQ0383'LEAVING ROAD, AND GO 100 YARDS TO THE STATION.  THE AZIMUTH
 GQ0383'MARK IS REACHED FROM THE FORK AT THE BASE OF THE HILL BY
 GQ0383'TAKING THE RIGHT FORK FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 GQ0383'RIGHT AS DESCRIBED BELOW.
 GQ0383'
 GQ0383'THE STATION IS ABOUT 75 YARDS EAST OF THE RIM, ABOUT 70 YARDS
 GQ0383'EAST OF THE ROAD ALONG THE RIM, ABOUT 40 YARDS EAST OF THE HIGHEST
 GQ0383'PART OF THE HILL, ABOUT 40 YARDS WEST OF THE ROAD AROUND THE
 GQ0383'BASE OF HILL AND ABOUT 18 FEET WEST OF A TRIMMED JUNIPER TREE.
 GQ0383'IT IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH ON THE
 GQ0383'WEST SIDE AND PROJECTS ABOUT 10 INCHES ON THE EAST SIDE.  THE
 GQ0383'MARK IS STAMPED EASTVIEW 1953,
 GQ0383'
 GQ0383'REFERENCE MARK 1 IS ABOUT 18 INCHES LOWER THAN THE STATION.
 GQ0383'IT IS A STANDARD DISK SET IN THE TOP OF AN OUTCROP THAT PROJECTS
 GQ0383'ABOUT 3 INCHES ABOVE THE SURFACE.  THE MARK IS STAMPED EASTVIEW
 GQ0383'NO 1 1953.
 GQ0383'
 GQ0383'REFERENCE MARK 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 GQ0383'STATION AND 18 INCHES EAST OF A CROOKED CEDAR TREE.  IT IS
 GQ0383'A STANDARD DISK SET IN AN OUTCROP THAT PROJECTS 4 INCHES ON THE
 GQ0383'EAST SIDE.  THE MARK IS STAMPED EASTVIEW NO 2 1953.
 GQ0383'
 GQ0383'THE AZIMUTH MARK IS 9 FEET SOUTH OF THE CENTER LINE OF BLADED
 GQ0383'ROAD, 6 FEET WEST OF A TRIMMED CEDAR TREE ON WHICH IS NAILED A
 GQ0383'10X10-INCH BOARD.  THE MARK IS A STANDARD DISK WELDED TO THE
 GQ0383'TOP OF A 2-INCH SOIL PIPE THAT PROJECTS 14 INCHES.  STAMPED
 GQ0383'EASTVIEW 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0328 ***********************************************************************
 GQ0328  DESIGNATION -  EASY
 GQ0328  PID         -  GQ0328
 GQ0328  STATE/COUNTY-  AZ/MOHAVE
 GQ0328  USGS QUAD   -  PIPE SPRING (1988)
 GQ0328
 GQ0328                         *CURRENT SURVEY CONTROL
 GQ0328  ___________________________________________________________________
 GQ0328* NAD 83(1992)-  36 52 27.82402(N)    112 38 43.05908(W)     ADJUSTED  
 GQ0328* NAVD 88     -      1436.6    (meters)    4713.     (feet)  VERTCON   
 GQ0328  ___________________________________________________________________
 GQ0328  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GQ0328  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 GQ0328
 GQ0328  HORZ ORDER  -  THIRD
 GQ0328
 GQ0328.The horizontal coordinates were established by classical geodetic methods
 GQ0328.and adjusted by the National Geodetic Survey in August 1993..
 GQ0328
 GQ0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0328
 GQ0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0328
 GQ0328.The geoid height was determined by GEOID03.
 GQ0328
 GQ0328;                    North         East     Units Scale Factor Converg.
 GQ0328;SPC AZ W     -   652,123.854   311,848.376   MT  1.00005279   +0 39 46.6
 GQ0328;SPC AZ W     - 2,139,513.96  1,023,124.59   iFT  1.00005279   +0 39 46.6
 GQ0328;SPC AZ C     -   651,780.204   148,403.123   MT  0.99995196   -0 26 14.1
 GQ0328;SPC AZ C     - 2,138,386.50    486,886.89   iFT  0.99995196   -0 26 14.1
 GQ0328;UTM  12      - 4,082,202.389   353,362.057   MT  0.99986490   -0 59 14.8
 GQ0328
 GQ0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0328!SPC AZ W     -   0.99977813  x   1.00005279  =   0.99983090
 GQ0328!SPC AZ C     -   0.99977813  x   0.99995196  =   0.99973010
 GQ0328!UTM  12      -   0.99977813  x   0.99986490  =   0.99964306
 GQ0328
 GQ0328:                Primary Azimuth Mark                     Grid Az
 GQ0328:SPC AZ W     -  EASY AZ MK                               027 59 19.7
 GQ0328:SPC AZ C     -  EASY AZ MK                               029 05 20.4
 GQ0328:UTM  12      -  EASY AZ MK                               029 38 21.1
 GQ0328
 GQ0328|---------------------------------------------------------------------|
 GQ0328| PID    Reference Object                     Distance      Geod. Az  |
 GQ0328|                                                           dddmmss.s |
 GQ0328| CH3096 EASY AZ MK                                         0283906.3 |
 GQ0328| CH3098 EASY RM 2                            11.589 METERS 09453     |
 GQ0328| CH3097 EASY RM 1                            10.942 METERS 35814     |
 GQ0328|---------------------------------------------------------------------|
 GQ0328
 GQ0328                          SUPERSEDED SURVEY CONTROL
 GQ0328
 GQ0328  NAD 83(1986)-  36 52 27.82157(N)    112 38 43.05545(W) AD(       ) 3
 GQ0328  NAD 27      -  36 52 27.87000(N)    112 38 40.33800(W) AD(       ) 3
 GQ0328  NGVD 29 (07/19/86) 1435.7    (m)         4710.     (f) VERT ANG       
 GQ0328
 GQ0328.Superseded values are not recommended for survey control.
 GQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0328.See file dsdata.txt to determine how the superseded data were derived.
 GQ0328
 GQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5336282202(NAD 83)
 GQ0328_MARKER: DS = TRIANGULATION STATION DISK
 GQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0328+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 GQ0328
 GQ0328  HISTORY     - Date     Condition        Report By
 GQ0328  HISTORY     - 1953     MONUMENTED       CGS
 GQ0328  HISTORY     - 1971     GOOD             LAWPC
 GQ0328  HISTORY     - 20040721 GOOD             BLM
 GQ0328
 GQ0328                          STATION DESCRIPTION
 GQ0328
 GQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0328'STATION IS ABOUT 8 MILES SOUTHWEST OF FREDONIA, 7 MILES
 GQ0328'EAST-SOUTHEAST OF MOCCASIN AND 8 MILES SOUTH OF THE ARIZONA-UTAH
 GQ0328'STATE LINE, AT THE SUMMIT OF A RISE JUST NORTH OF THE JUNCTION
 GQ0328'OF A Y-FORK ON THE GRAND CANYON HIGHWAY.
 GQ0328'
 GQ0328'TO REACH FROM THE JUNCTION OF U.S. 89 AND PIPE SPRINGS ROAD
 GQ0328'IN FREDONIA, GO WEST ON THE PIPE SPRINGS ROAD FOR 8.25 MILES
 GQ0328'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.15
 GQ0328'MILE TO Y-FORKS AND SIGN GRAND CANYON NATIONAL MONUMENT.
 GQ0328'TURN LEFT, SOUTH, FOR 0.3 MILE TO SUMMIT OF HILL AND STATION
 GQ0328'AT REVERSE Y-FORK.
 GQ0328'
 GQ0328'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GQ0328'IN SQUARE BLOCKS OF CONCRETE.
 GQ0328'
 GQ0328'STATION MARK, STAMPED EASY 1953, PROJECTS 6 INCHES.  IT IS 24
 GQ0328'FEET WEST OF THE CENTER OF THE EAST ROAD FORK, 46-1/2 FEET
 GQ0328'EAST OF THE CENTER OF THE GRAND CANYON HIGHWAY, 154 FEET
 GQ0328'NORTH OF THE CENTER OF THE JUNCTION AND 13 FEET NORTH OF A
 GQ0328'WITNESS POST.
 GQ0328'
 GQ0328'REFERENCE MARK 1, STAMPED EASY NO 1 1953, PROJECTS 6 INCHES.
 GQ0328'IT IS 29-1/2 FEET WEST OF THE CENTER OF THE EAST ROAD FORK
 GQ0328'AND 67-1/2 FEET EAST OF THE CENTER OF THE GRAND CANYON HIGHWAY.
 GQ0328'
 GQ0328'REFERENCE MARK 2, STAMPED EASY NO 2 1953, PROJECTS 4 INCHES.
 GQ0328'IT IS 14 FEET EAST OF THE CENTER OF THE EAST ROAD FORK.
 GQ0328'
 GQ0328'AZIMUTH MARK, STAMPED EASY 1953, PROJECTS 6 INCHES.  IT IS ON
 GQ0328'THE RIGHT-OF-WAY, 30-1/2 FEET NORTHWEST OF THE CENTER OF PIPE
 GQ0328'SPRINGS ROAD AND 6-1/2 FEET SOUTHEAST OF A WITNESS POST.  THE
 GQ0328'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 GQ0328'CONCRETE POST.
 GQ0328
 GQ0328                          STATION RECOVERY (1971)
 GQ0328
 GQ0328'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0328'EASY 1953-GOOD
 GQ0328'
 GQ0328'R.M. 1-GOOD
 GQ0328'
 GQ0328'R.M. 2-GOOD
 GQ0328
 GQ0328                          STATION RECOVERY (2004)
 GQ0328
 GQ0328'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (AR)
 GQ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0589 ***********************************************************************
 DV0589  DESIGNATION -  EATON
 DV0589  PID         -  DV0589
 DV0589  STATE/COUNTY-  AZ/MARICOPA
 DV0589  USGS QUAD   -  FOWLER (1982)
 DV0589
 DV0589                         *CURRENT SURVEY CONTROL
 DV0589  ___________________________________________________________________
 DV0589* NAD 83(1992)-  33 27 44.45534(N)    112 09 37.65278(W)     ADJUSTED  
 DV0589* NAVD 88     -       326.681  (meters)    1071.79   (feet)  ADJUSTED  
 DV0589  ___________________________________________________________________
 DV0589  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DV0589  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0589  DYNAMIC HT  -         326.299 (meters)    1070.53  (feet)  COMP
 DV0589  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV0589
 DV0589  HORZ ORDER  -  SECOND
 DV0589  VERT ORDER  -  FIRST     CLASS II
 DV0589
 DV0589.The horizontal coordinates were established by classical geodetic methods
 DV0589.and adjusted by the National Geodetic Survey in August 1993..
 DV0589
 DV0589.The orthometric height was determined by differential leveling
 DV0589.and adjusted by the National Geodetic Survey in November 1993..
 DV0589
 DV0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0589
 DV0589.The geoid height was determined by GEOID03.
 DV0589
 DV0589.The dynamic height is computed by dividing the NAVD 88
 DV0589.geopotential number by the normal gravity value computed on the
 DV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0589.degrees latitude (g = 980.6199 gals.).
 DV0589
 DV0589.The modeled gravity was interpolated from observed gravity values.
 DV0589
 DV0589;                    North         East     Units Scale Factor Converg.
 DV0589;SPC AZ C     -   273,051.436   190,698.623   MT  0.99990633   -0 08 03.9
 DV0589;SPC AZ C     -   895,838.04    625,651.65   iFT  0.99990633   -0 08 03.9
 DV0589;UTM  12      - 3,703,147.081   392,160.766   MT  0.99974337   -0 38 23.7
 DV0589
 DV0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0589!SPC AZ C     -   0.99995344  x   0.99990633  =   0.99985977
 DV0589!UTM  12      -   0.99995344  x   0.99974337  =   0.99969682
 DV0589
 DV0589:                Primary Azimuth Mark                     Grid Az
 DV0589:SPC AZ C     -  EATON AZ MK                              020 26 55.6
 DV0589:UTM  12      -  EATON AZ MK                              020 57 15.4
 DV0589
 DV0589|---------------------------------------------------------------------|
 DV0589| PID    Reference Object                     Distance      Geod. Az  |
 DV0589|                                                           dddmmss.s |
 DV0589| DV0592 EATON AZ MK                                        0201851.7 |
 DV0589| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 2.6 KM 1350147.8 |
 DV0589| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 2.4 KM 1570252.9 |
 DV0589| DV2097 PHOENIX PUB SER CO TANK             APPROX. 2.2 KM 1665230.1 |
 DV0589| DV0591 EATON RM 2                           11.136 METERS 18250     |
 DV0589| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 2.8 KM 1950227.1 |
 DV0589| DV0590 EATON RM 1                            6.718 METERS 35749     |
 DV0589|---------------------------------------------------------------------|
 DV0589
 DV0589                          SUPERSEDED SURVEY CONTROL
 DV0589
 DV0589  NAD 83(1986)-  33 27 44.44936(N)    112 09 37.65854(W) AD(       ) 2
 DV0589  NAD 27      -  33 27 44.29520(N)    112 09 35.11460(W) AD(       ) 2
 DV0589  NGVD 29 (??/??/92)  326.049  (m)         1069.71   (f) ADJ UNCH    1 2
 DV0589
 DV0589.Superseded values are not recommended for survey control.
 DV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0589.See file dsdata.txt to determine how the superseded data were derived.
 DV0589
 DV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9216103147(NAD 83)
 DV0589_MARKER: DE = TRAVERSE STATION DISK
 DV0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0589_STAMPING: EATON 1963
 DV0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0589+STABILITY: SURFACE MOTION
 DV0589
 DV0589  HISTORY     - Date     Condition        Report By
 DV0589  HISTORY     - 1963     MONUMENTED       CGS
 DV0589  HISTORY     - 1963     GOOD             CGS
 DV0589  HISTORY     - 1981     GOOD             AZDT
 DV0589
 DV0589                          STATION DESCRIPTION
 DV0589
 DV0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0589'STATION IS LOCATED ABOUT 5 MILES WEST OF THE CENTER OF PHOENIX,
 DV0589'1/2 MILE EAST OF NORTH 51ST AVENUE, 1/2 MILE WEST OF NORTH
 DV0589'43RD AVENUE, 1/4 MILE SOUTH OF WEST MC DOWELL ROAD AND ON
 DV0589'THE EAST SIDE OF FEEDING PENS FOR CATTLE.
 DV0589'
 DV0589'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 43RD AVENUE
 DV0589'IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 43RD AVENUE
 DV0589'FOR 1.0 MILE TO WEST VAN BUREN STREET, (SECTION CORNER MARK
 DV0589'WEST VAN BUREN STREET AND NORTH 43RD AVENUE IN THIS INTERSECTION
 DV0589'AS DESCRIBED), CONTINUE NORTH ON NORTH 43RD AVENUE FOR 1.0
 DV0589'MILE TO WEST MC DOWELL ROAD, TURN LEFT AND GO WEST ON WEST
 DV0589'MC DOWELL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON LEFT
 DV0589'AS DESCRIBED, CONTINUE WEST FOR 0.1 MILE, TO A TRACK ROAD
 DV0589'LEFT AT 3 SMALL GRAY BRICK BUILDINGS, TURN LEFT AND GO SOUTH
 DV0589'ALONG THE EAST SIDE OF A IRRIGATION DITCH FOR 0.25 MILE TO
 DV0589'STATION ON RIGHT.
 DV0589'
 DV0589'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EATON 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0589'2 INCHES.  THE MARK IS 25 FEET NORTH OF A LARGE COTTONWOOD
 DV0589'TREE, 39 FEET WEST OF CENTER OF POWER LINE, 23 FEET WEST OF
 DV0589'CENTER OF FIELD ROAD, 3.6 FEET SOUTH-SOUTH EAST OF THE
 DV0589'WITNESS POST AND 2 FEET EAST OF A FENCE.
 DV0589'
 DV0589'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EATON
 DV0589'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0589'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 DV0589'39 FEET WEST OF THE CENTER OF POWER LINE, 23 FEET WEST OF
 DV0589'CENTER OF FIELD ROAD, 18.5 FEET NORTH OF THE WITNESS POST
 DV0589'AND 1 FOOT EAST OF THE FENCE.
 DV0589'
 DV0589'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EATON NO 2 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0589'4 INCHES ABOVE THE GROUND.  THE MARK IS 40 FEET WEST OF
 DV0589'CENTER OF POWER LINE, 39.9 FEET SOUTH OF THE WITNESS POST,
 DV0589'24 FEET WEST OF THE CENTER OF FIELD ROAD AND 6 INCHES EAST
 DV0589'OF A FENCE.
 DV0589'
 DV0589'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EATON 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0589'ABOUT 3 INCHES.  THE MARK IS 33.5 FEET SOUTH OF THE CENTER
 DV0589'OF WEST MC DOWELL ROAD, 3.5 FEET SOUTHEAST OF A POWER POLE,
 DV0589'2.3 FEET NORTH OF THE FENCE AND 2 FEET SOUTH OF THE WITNESS
 DV0589'POST.
 DV0589'
 DV0589'SECTION CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED AT THE
 DV0589'INTERSECTION OF WEST VAN BUREN STREET AND NORTH 43RD AVENUE.
 DV0589'MARK IS A 3/8 INCH ROD ABOUT 6 INCHES BELOW THE SURFACE OF
 DV0589'THE ROAD UNDER A ROUND METAL COVER.  MARK IS IN APPROXIMATE
 DV0589'CENTER OF INTERSECTION.
 DV0589'
 DV0589'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV0589
 DV0589                          STATION RECOVERY (1963)
 DV0589
 DV0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0589'IN PHOENIX.
 DV0589'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHER PACIFIC CO.
 DV0589'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0589'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, AT A BRIDGE OVER AN
 DV0589'IRRIGATION DITCH, AND A BOARD GATE WEST OF THE ROAD, 22 FEET WEST OF
 DV0589'THE CENTER OF THE ROAD, 9 FEET WEST-NORTHWEST OF THE NORTH END OF THE
 DV0589'BRIDGE, 5 FEET NORTH-NORTHEAST OF THE NORTH END OF THE GATE, 2.3 FEET
 DV0589'EAST OF A FENCE, 3.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DV0589'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0589
 DV0589                          STATION RECOVERY (1981)
 DV0589
 DV0589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0589'2.9 MI (3.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX TO THE
 DV0589'INTERSECTION OF INTERSTATE 17 TO THE SALT RIVER PROJECT ISAAC
 DV0589'SUBSTATION AND A DIRT ROAD, THENCE SOUTH 0.25 MILE  (0.40 KM) TO THE
 DV0589'MARK A STANDARD CGS BRASS CAP IN A CONCRETE POST ON THE RIGHT.
 DV0589'5.0 FT (1.52 M) SOUTH OF A FENCE POST WITH WITNESS SIGN, 12.0 FEET
 DV0589'(3.66 M) NORTH OF CENTERLINE OF A EAST-WEST FARM ROAD, 27.5 FEET
 DV0589'(8.38 M) WEST OF CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 9.5 FEET
 DV0589'(2.90 M) WEST OF CENTER OF IRRIGATION DITCH. MARK IS FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0592 ***********************************************************************
 DV0592  DESIGNATION -  EATON AZ MK
 DV0592  PID         -  DV0592
 DV0592  STATE/COUNTY-  AZ/MARICOPA
 DV0592  USGS QUAD   -  FOWLER (1982)
 DV0592
 DV0592                         *CURRENT SURVEY CONTROL
 DV0592  ___________________________________________________________________
 DV0592* NAD 83(1986)-  33 27 55.     (N)    112 09 34.     (W)     SCALED    
 DV0592* NAVD 88     -       328.12   (+/-2cm)    1076.5    (feet)  VERTCON   
 DV0592  ___________________________________________________________________
 DV0592  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0592
 DV0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0592
 DV0592.The horizontal coordinates were scaled from a topographic map and have
 DV0592.an estimated accuracy of +/- 6 seconds.
 DV0592
 DV0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0592.The vertical order pertains to the NGVD 29 superseded value.
 DV0592
 DV0592.The geoid height was determined by GEOID03.
 DV0592
 DV0592;                    North         East    Units  Estimated Accuracy
 DV0592;SPC AZ C     -   273,380.      190,790.      MT  (+/- 180 meters Scaled)
 DV0592
 DV0592                          SUPERSEDED SURVEY CONTROL
 DV0592
 DV0592  NGVD 29 (??/??/92)  327.497  (m)         1074.46   (f) ADJ UNCH    2 0
 DV0592
 DV0592.Superseded values are not recommended for survey control.
 DV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0592.See file dsdata.txt to determine how the superseded data were derived.
 DV0592
 DV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC922034(NAD 83)
 DV0592_MARKER: DZ = AZIMUTH MARK DISK
 DV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0592_STAMPING: EATON 1963
 DV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0592+STABILITY: SURFACE MOTION
 DV0592
 DV0592  HISTORY     - Date     Condition        Report By
 DV0592  HISTORY     - 1963     MONUMENTED       CGS
 DV0592  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0592
 DV0592                          STATION DESCRIPTION
 DV0592
 DV0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0592'IN PHOENIX.
 DV0592'1.5 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0592'RAILROAD CROSSING OF 43RD AVENUE, THENCE 0.45 MILE WEST ALONG MCDOWELL
 DV0592'ROAD, ABOUT 100 YARDS WEST OF A HOUSE SOUTH OF THE ROAD, 33 FEET SOUTH
 DV0592'OF THE CENTER OF MCDOWELL ROAD, 2 FEET NORTH OF A FENCE, 3.5 FEET
 DV0592'SOUTHEAST OF A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS POST,
 DV0592'ABOUT LEVEL WITH MCDOWELL ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0592'PROJECTING 5 INCHES.
 DV0592
 DV0592                          STATION RECOVERY (1996)
 DV0592
 DV0592'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0590 ***********************************************************************
 DV0590  DESIGNATION -  EATON RM 1
 DV0590  PID         -  DV0590
 DV0590  STATE/COUNTY-  AZ/MARICOPA
 DV0590  USGS QUAD   -  FOWLER (1982)
 DV0590
 DV0590                         *CURRENT SURVEY CONTROL
 DV0590  ___________________________________________________________________
 DV0590* NAD 83(1986)-  33 27 44.     (N)    112 09 38.     (W)     SCALED    
 DV0590* NAVD 88     -       326.66   (+/-2cm)    1071.7    (feet)  VERTCON   
 DV0590  ___________________________________________________________________
 DV0590  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0590
 DV0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0590
 DV0590.The horizontal coordinates were scaled from a topographic map and have
 DV0590.an estimated accuracy of +/- 6 seconds.
 DV0590
 DV0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0590.The vertical order pertains to the NGVD 29 superseded value.
 DV0590
 DV0590.The geoid height was determined by GEOID03.
 DV0590
 DV0590;                    North         East    Units  Estimated Accuracy
 DV0590;SPC AZ C     -   273,040.      190,690.      MT  (+/- 180 meters Scaled)
 DV0590
 DV0590                          SUPERSEDED SURVEY CONTROL
 DV0590
 DV0590  NGVD 29 (??/??/92)  326.033  (m)         1069.66   (f) ADJ UNCH    2 0
 DV0590
 DV0590.Superseded values are not recommended for survey control.
 DV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0590.See file dsdata.txt to determine how the superseded data were derived.
 DV0590
 DV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC921031(NAD 83)
 DV0590_MARKER: DR = REFERENCE MARK DISK
 DV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0590_STAMPING: EATON NO 1 1963
 DV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0590+STABILITY: SURFACE MOTION
 DV0590
 DV0590  HISTORY     - Date     Condition        Report By
 DV0590  HISTORY     - 1963     MONUMENTED       CGS
 DV0590
 DV0590                          STATION DESCRIPTION
 DV0590
 DV0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0590'IN PHOENIX.
 DV0590'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0590'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0590'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 22.0 FEET NORTH OF
 DV0590'TRAVERSE STATION EATON, 18.5 FEET NORTH OF A METAL WITNESS POST, 23
 DV0590'FEET WEST OF THE CENTER OF THE ROAD, 7 FEET WEST OF AN IRRIGATION
 DV0590'DITCH, 1 FOOT EAST OF A FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH
 DV0590'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0591 ***********************************************************************
 DV0591  DESIGNATION -  EATON RM 2
 DV0591  PID         -  DV0591
 DV0591  STATE/COUNTY-  AZ/MARICOPA
 DV0591  USGS QUAD   -  FOWLER (1982)
 DV0591
 DV0591                         *CURRENT SURVEY CONTROL
 DV0591  ___________________________________________________________________
 DV0591* NAD 83(1986)-  33 27 44.     (N)    112 09 38.     (W)     SCALED    
 DV0591* NAVD 88     -       326.567  (meters)    1071.41   (feet)  ADJUSTED  
 DV0591  ___________________________________________________________________
 DV0591  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0591  DYNAMIC HT  -         326.185 (meters)    1070.16  (feet)  COMP
 DV0591  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV0591
 DV0591  VERT ORDER  -  FIRST     CLASS II
 DV0591
 DV0591.The horizontal coordinates were scaled from a topographic map and have
 DV0591.an estimated accuracy of +/- 6 seconds.
 DV0591
 DV0591.The orthometric height was determined by differential leveling
 DV0591.and adjusted by the National Geodetic Survey in November 1993..
 DV0591
 DV0591.The geoid height was determined by GEOID03.
 DV0591
 DV0591.The dynamic height is computed by dividing the NAVD 88
 DV0591.geopotential number by the normal gravity value computed on the
 DV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0591.degrees latitude (g = 980.6199 gals.).
 DV0591
 DV0591.The modeled gravity was interpolated from observed gravity values.
 DV0591
 DV0591;                    North         East    Units  Estimated Accuracy
 DV0591;SPC AZ C     -   273,040.      190,690.      MT  (+/- 180 meters Scaled)
 DV0591
 DV0591                          SUPERSEDED SURVEY CONTROL
 DV0591
 DV0591  NGVD 29 (??/??/92)  325.939  (m)         1069.35   (f) ADJ UNCH    1 2
 DV0591
 DV0591.Superseded values are not recommended for survey control.
 DV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0591.See file dsdata.txt to determine how the superseded data were derived.
 DV0591
 DV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC921031(NAD 83)
 DV0591_MARKER: DR = REFERENCE MARK DISK
 DV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0591_STAMPING: EATON NO 2 1963
 DV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0591+STABILITY: SURFACE MOTION
 DV0591
 DV0591  HISTORY     - Date     Condition        Report By
 DV0591  HISTORY     - 1963     MONUMENTED       CGS
 DV0591  HISTORY     - 1981     GOOD             AZDT
 DV0591
 DV0591                          STATION DESCRIPTION
 DV0591
 DV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0591'IN PHOENIX.
 DV0591'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0591'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0591'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 36.5 FEET SOUTH OF
 DV0591'TRAVERSE STATION EATON, 39.6 FEET SOUTH OF A METAL WITNESS POST, 23
 DV0591'FEET WEST OF THE CENTER OF THE ROAD, 16 FEET SOUTH OF THE SOUTH END OF
 DV0591'THE GATE, 6 FEET WEST OF AN IRRIGATION DITCH, 1 FOOT EAST OF A FENCE,
 DV0591'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0591
 DV0591                          STATION RECOVERY (1981)
 DV0591
 DV0591'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0591'2.90 MI (4.67 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0591'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO THE SALT RIVER PROJECT
 DV0591'ISAAC SUBSTATION.  THENCE SOUTH ALONG A FIELD ROAD 0.25 MILE
 DV0591'(0.40 KM) TO THE MARK ON THE RIGHT.  36.5 FT (11.13 METERS)
 DV0591'SOUTH OF TRAVERSE STATION EATON.  6 FT (1.83 METERS) WEST OF AN
 DV0591'IRRIGATION DITCH, 23 FT (7.01 METERS) WEST OF THE ROAD, 41.5 FEET
 DV0591'(12.65 METERS) SOUTH OF A FENCE POST AND WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0709 ***********************************************************************
 FQ0709  DESIGNATION -  EBERT
 FQ0709  PID         -  FQ0709
 FQ0709  STATE/COUNTY-  AZ/COCONINO
 FQ0709  USGS QUAD   -  EBERT MTN (1989)
 FQ0709
 FQ0709                         *CURRENT SURVEY CONTROL
 FQ0709  ___________________________________________________________________
 FQ0709* NAD 83(1992)-  35 36 59.22667(N)    111 57 31.68088(W)     ADJUSTED  
 FQ0709* NAVD 88     -      2081.6    (meters)    6829.     (feet)  VERTCON   
 FQ0709  ___________________________________________________________________
 FQ0709  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FQ0709  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0709
 FQ0709  HORZ ORDER  -  SECOND
 FQ0709
 FQ0709.The horizontal coordinates were established by classical geodetic methods
 FQ0709.and adjusted by the National Geodetic Survey in August 1993..
 FQ0709
 FQ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0709
 FQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0709
 FQ0709.The geoid height was determined by GEOID03.
 FQ0709
 FQ0709;                    North         East     Units Scale Factor Converg.
 FQ0709;SPC AZ C     -   511,961.205   209,543.153   MT  0.99990018   -0 01 28.3
 FQ0709;SPC AZ C     - 1,679,662.75    687,477.54   iFT  0.99990018   -0 01 28.3
 FQ0709;UTM  12      - 3,941,831.844   413,167.802   MT  0.99969291   -0 33 30.2
 FQ0709
 FQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0709!SPC AZ C     -   0.99967700  x   0.99990018  =   0.99957721
 FQ0709!UTM  12      -   0.99967700  x   0.99969291  =   0.99937001
 FQ0709
 FQ0709|---------------------------------------------------------------------|
 FQ0709| PID    Reference Object                     Distance      Geod. Az  |
 FQ0709|                                                           dddmmss.s |
 FQ0709| CH3100 EBERT RM 2                           11.425 METERS 15701     |
 FQ0709| FR0847 ASOP RESET                          APPROX.18.8 KM 2443333.7 |
 FQ0709| CH3099 EBERT RM 1                            5.535 METERS 29139     |
 FQ0709|---------------------------------------------------------------------|
 FQ0709
 FQ0709                          SUPERSEDED SURVEY CONTROL
 FQ0709
 FQ0709  NAD 83(1986)-  35 36 59.22485(N)    111 57 31.67663(W) AD(       ) 2
 FQ0709  NAD 27      -  35 36 59.23412(N)    111 57 29.10249(W) AD(       ) 2
 FQ0709  NGVD 29 (07/19/86) 2080.7    (m)         6826.     (f) VERT ANG       
 FQ0709
 FQ0709.Superseded values are not recommended for survey control.
 FQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0709.See file dsdata.txt to determine how the superseded data were derived.
 FQ0709
 FQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1316841832(NAD 83)
 FQ0709_MARKER: DD = SURVEY DISK
 FQ0709_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0709_SP_SET: PARTIALLY EXPOSED BEDROCK
 FQ0709
 FQ0709  HISTORY     - Date     Condition        Report By
 FQ0709  HISTORY     - 1975     MONUMENTED       USGS
 FQ0709
 FQ0709                          STATION DESCRIPTION
 FQ0709
 FQ0709'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (TT)
 FQ0709'THE STATION IS ABOUT 29 MILES NORTH NORTHEAST OF WILLIAMS, 11 MILES
 FQ0709'EAST OF VALLE AIRPORT, 3.5 MILE NORTHEAST OF A COUNTY ROAD AT THE
 FQ0709'CROSSING OF EL PASO NATURAL GAS LINE, ON TOP OF SOUTHERNMOST OF A
 FQ0709'GROUP OF LOW HILLS.
 FQ0709'
 FQ0709'THE STATION IS A STANDARD USGS DISK STAMPED EBERT 1959 WITH A
 FQ0709'TRIANGLE AND CROSS AND CEMENTED IN A LARGE ROCK.
 FQ0709'
 FQ0709'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER CEMENTED IN A LARGE
 FQ0709'ROCK.
 FQ0709'
 FQ0709'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER CEMENTED IN A LARGE
 FQ0709'ROCK.
 FQ0709'
 FQ0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 66 AND STATE
 FQ0709'ROUTE 64 (2 MILES EAST OF WILLIAMS), TRAVEL NORTH ON STATE ROUTE
 FQ0709'64 FOR 28 MILE TO JUNCTION OF U.S. 180, TURN RIGHT, SOUTHEAST ON
 FQ0709'U.S. 180 FOR ABOUT 13 MILES TO MILE POST 252.5, GO THROUGH GATE ON
 FQ0709'ROAD NORTH AND TRAVEL 1.6 MILE TO EL PASO NATURAL GAS LINE, CROSS
 FQ0709'GAS LINE AND CONTINUE NORTH FOR 1.7 MILES TO SOUTHERNMOST OF A
 FQ0709'GROUP OF HILLS TO THE WEST AND THE STATION.  (A DIRT ROAD RUNS
 FQ0709'NORTH ALONG EAST BASE OF HILL).  ABOUT 15 MINUTE PACK.
 FQ0709'
 FQ0709'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2216 ***********************************************************************
 DV2216  DESIGNATION -  ECHEVERRIA
 DV2216  PID         -  DV2216
 DV2216  STATE/COUNTY-  AZ/MARICOPA
 DV2216  USGS QUAD   -  OUTLAW HILL (1990)
 DV2216
 DV2216                         *CURRENT SURVEY CONTROL
 DV2216  ___________________________________________________________________
 DV2216* NAD 83(1992)-  33 56 52.74704(N)    113 00 01.41224(W)     ADJUSTED  
 DV2216* NAVD 88     -       736.5    (meters)    2416.     (feet)  VERTCON   
 DV2216  ___________________________________________________________________
 DV2216  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DV2216  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV2216
 DV2216  HORZ ORDER  -  SECOND
 DV2216
 DV2216.The horizontal coordinates were established by classical geodetic methods
 DV2216.and adjusted by the National Geodetic Survey in August 1993..
 DV2216
 DV2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2216
 DV2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2216
 DV2216.The geoid height was determined by GEOID03.
 DV2216
 DV2216;                    North         East     Units Scale Factor Converg.
 DV2216;SPC AZ C     -   327,413.940   113,187.009   MT  1.00002366   -0 36 18.9
 DV2216;SPC AZ C     - 1,074,192.72    371,348.45   iFT  1.00002366   -0 36 18.9
 DV2216;UTM  12      - 3,758,191.253   315,141.341   MT  1.00002128   -1 07 02.7
 DV2216
 DV2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2216!SPC AZ C     -   0.99988906  x   1.00002366  =   0.99991272
 DV2216!UTM  12      -   0.99988906  x   1.00002128  =   0.99991034
 DV2216
 DV2216|---------------------------------------------------------------------|
 DV2216| PID    Reference Object                     Distance      Geod. Az  |
 DV2216|                                                           dddmmss.s |
 DV2216| CS6630 ECHEVERRIA RM 3                       7.950 METERS 00043     |
 DV2216| CH5115 ECHEVERRIA RM 1                      13.525 METERS 18921     |
 DV2216| CH5116 ECHEVERRIA RM 2                      14.479 METERS 30426     |
 DV2216| CH5114 T7N R7W SECS 8 9 16 17                             3591807.9 |
 DV2216|---------------------------------------------------------------------|
 DV2216
 DV2216                          SUPERSEDED SURVEY CONTROL
 DV2216
 DV2216  NAD 83(1986)-  33 56 52.74545(N)    113 00 01.41267(W) AD(       ) 2
 DV2216  NAD 83(1986)-  33 56 52.74630(N)    113 00 01.41575(W) AD(       ) 2
 DV2216  NAD 27      -  33 56 52.64500(N)    112 59 58.75000(W) AD(       ) 2
 DV2216  NGVD 29 (11/27/91)  735.8    (m)         2414.     (f) VERT ANG       
 DV2216
 DV2216.Superseded values are not recommended for survey control.
 DV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2216.See file dsdata.txt to determine how the superseded data were derived.
 DV2216
 DV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1514158191(NAD 83)
 DV2216_MARKER: DS = TRIANGULATION STATION DISK
 DV2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2216+STABILITY: SURFACE MOTION
 DV2216
 DV2216  HISTORY     - Date     Condition        Report By
 DV2216  HISTORY     - 1948     MONUMENTED       CGS
 DV2216  HISTORY     - 1971     GOOD             NGS
 DV2216  HISTORY     - 1985     GOOD             AZDT
 DV2216
 DV2216                          STATION DESCRIPTION
 DV2216
 DV2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2216'THE STATION IS LOCATED 16.4 MILES WEST OF WICKENBURG, ABOUT
 DV2216'8.5 MILES EAST OF AGUILA, 0.3 MILE NORTH OF U.S. HIGHWAYS 60
 DV2216'AND 70, 26 PACES SOUTHEAST OF GUARD HOUSE AT ENTRANCE TO
 DV2216'AIRPORT, 13 PACES EAST OF CENTER LINE OF ROAD, 7 FEET EAST OF
 DV2216'FENCELINE, 6 FEET EAST OF A 4 X 4 WITNESS POST, PROJECTS
 DV2216'3 INCHES AND IS STAMPED, ECHEVERRIA 1948.
 DV2216'
 DV2216'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2216'STATION, 6 PACES EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF
 DV2216'FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED, ECHEVERRIA NO
 DV2216'1 1948.
 DV2216'
 DV2216'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2216'STATION, 13 FEET EAST OF CENTER LINE OF ROAD AT AIRPORT ENTRANCE,
 DV2216'5 FEET EAST OF EAST POST AT ENTRANCE, 6 INCHES SOUTH OF FENCE
 DV2216'LINE, FLUSH, AND IS STAMPED, ECHEVERRIA NO 2 1948.
 DV2216'
 DV2216'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE CORNER SURVEY
 DV2216'MARK, IS LOCATED IN A NORTH-SOUTH FENCE LINE, ON THE SOUTH
 DV2216'SIDE OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 10 FEET.
 DV2216'THE MARK IS A CAP ON TOP OF A 2-1/2 INCH IRON PIPE WHICH
 DV2216'PROJECTS 1 FT. AND IS STAMPED, T7N, S8, R7W, S9, S17, S16, 1914,
 DV2216'
 DV2216'TO REACH FROM UNDERPASS IN WICKENBURG.  GO WEST ON U.S. HIGHWAYS
 DV2216'60 AND 70 FOR 16.4 MILES TO A ROAD RIGHT WHICH IS THE ENTRANCE
 DV2216'OF THE ECHEVERRIA AIRPORT.  TURN RIGHT AND GO 0.35 MILES TO
 DV2216'GUARD HOUSE AND STATION ON RIGHT AS DESCRIBED ABOVE.  A DRIVE
 DV2216'STATION.
 DV2216
 DV2216                          STATION RECOVERY (1971)
 DV2216
 DV2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHT)
 DV2216'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 DV2216'AS DESCRIBED.  ADD-A 5 FT WITNESS POST WITH SIGN WAS DRIVEN
 DV2216'IN THE GROUND 4 FT EAST OF STATION PROJECTS 3 IN THE AZIMUTH
 DV2216'MARK 0.60 MILE NORTH OF THE STATION.
 DV2216
 DV2216                          STATION RECOVERY (1985)
 DV2216
 DV2216'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2216'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 DV2216'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND REFERENCE
 DV2216'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE 1948 ROUTE TO THE STATION IS
 DV2216'ADEQUATE FOR RECOVERY.
 DV2216'
 DV2216'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ECHEVERRIA NO 3 1948
 DV2216'1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DV2216'PROJECTS 4 INCHES.  IT IS 32 FEET EAST OF THE PAVED ROAD LEADING TO
 DV2216'THE OLD AIRPORT AND 15 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0610 ***********************************************************************
 GP0610  DESIGNATION -  ECHO
 GP0610  PID         -  GP0610
 GP0610  STATE/COUNTY-  AZ/COCONINO
 GP0610  USGS QUAD   -  LEES FERRY (1985)
 GP0610
 GP0610                         *CURRENT SURVEY CONTROL
 GP0610  ___________________________________________________________________
 GP0610* NAD 83(1992)-  36 48 38.46816(N)    111 35 22.85272(W)     ADJUSTED  
 GP0610* NAVD 88     -      1657.8    (meters)    5439.     (feet)  VERTCON   
 GP0610  ___________________________________________________________________
 GP0610  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GP0610  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0610
 GP0610  HORZ ORDER  -  SECOND
 GP0610
 GP0610.The horizontal coordinates were established by classical geodetic methods
 GP0610.and adjusted by the National Geodetic Survey in August 1993..
 GP0610
 GP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0610
 GP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0610
 GP0610.The geoid height was determined by GEOID03.
 GP0610
 GP0610;                    North         East     Units Scale Factor Converg.
 GP0610;SPC AZ C     -   644,512.750   242,534.640   MT  0.99991048   +0 11 45.3
 GP0610;SPC AZ C     - 2,114,543.14    795,717.32   iFT  0.99991048   +0 11 45.3
 GP0610;UTM  12      - 4,074,033.622   447,402.421   MT  0.99963408   -0 21 12.0
 GP0610
 GP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0610!SPC AZ C     -   0.99974356  x   0.99991048  =   0.99965406
 GP0610!UTM  12      -   0.99974356  x   0.99963408  =   0.99937773
 GP0610
 GP0610:                Primary Azimuth Mark                     Grid Az
 GP0610:SPC AZ C     -  ECHO AZ MK                               017 44 47.6
 GP0610:UTM  12      -  ECHO AZ MK                               018 17 44.9
 GP0610
 GP0610|---------------------------------------------------------------------|
 GP0610| PID    Reference Object                     Distance      Geod. Az  |
 GP0610|                                                           dddmmss.s |
 GP0610| CH3101 ECHO AZ MK                                         0175632.9 |
 GP0610| CH3102 ECHO RM 1                             4.855 METERS 08634     |
 GP0610| GP0602 ECHO RM                               6.585 METERS 13943     |
 GP0610| CH3103 ECHO RM 2                             6.325 METERS 17812     |
 GP0610| GP0617 MARBLE CANYON AIRFLD WINDSOCK       APPROX. 4.8 KM 2723411.4 |
 GP0610|---------------------------------------------------------------------|
 GP0610
 GP0610                          SUPERSEDED SURVEY CONTROL
 GP0610
 GP0610  NAD 83(1986)-  36 48 38.46513(N)    111 35 22.85269(W) AD(       ) 2
 GP0610  NAD 27      -  36 48 38.50680(N)    111 35 20.28117(W) AD(       ) 2
 GP0610  NGVD 29 (07/19/86) 1656.9    (m)         5436.     (f) VERT ANG       
 GP0610
 GP0610.Superseded values are not recommended for survey control.
 GP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0610.See file dsdata.txt to determine how the superseded data were derived.
 GP0610
 GP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4740274034(NAD 83)
 GP0610_MARKER: DS = TRIANGULATION STATION DISK
 GP0610_SETTING: 66 = SET IN ROCK OUTCROP
 GP0610_SP_SET: PARTIALLY EXPOSED BEDROCK
 GP0610
 GP0610  HISTORY     - Date     Condition        Report By
 GP0610  HISTORY     - 1947     MONUMENTED       CGS
 GP0610  HISTORY     - 1954     GOOD             USGS
 GP0610
 GP0610                          STATION DESCRIPTION
 GP0610
 GP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0610'THE STATION IS LOCATED ON THE ECHO CLIFF RANGE, ABOUT 3
 GP0610'MILES EAST OF THE NAVAJO BRIDGE, 1 MILE NORTH OF ECHO PEAK
 GP0610'AND 3/4 MILE SOUTH OF A SHEEP TRAIL LEADING OVER THE CLIFFS.
 GP0610'
 GP0610'THE STATION IS A STANDARD DISK STAMPED ECHO 1947, SET IN
 GP0610'BEDROCK, FLUSH.  IT IS 6 METERS NORTHWEST OF THE HIGHEST
 GP0610'PART OF THE CLIFF, 4 FEET LOWER THAN THE HIGHEST PART OF
 GP0610'THE CLIFF, AND 2 METERS EAST OF THE EDGE OF THE RIM.
 GP0610'
 GP0610'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ECHO NO 1
 GP0610'1947, SET IN BEDROCK, FLUSH.  IT IS 7 METERS NORTH OF THE
 GP0610'HIGHEST PART OF THE CLIFF, 1 FOOT HIGHER THAN THE STATION,
 GP0610'AND BETWEEN TO BOULDERS.
 GP0610'
 GP0610'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ECHO NO 2
 GP0610'1947, SET IN BEDROCK, FLUSH.  IT IS 2 METERS EAST OF THE RIM,
 GP0610'2 METERS NORTHWEST OF THE HIGHEST PART OF THE CLIFF, AND 1
 GP0610'FOOT HIGHER THAN THE STATION.
 GP0610'
 GP0610'A BUREAU OF RECLAMATION MARK IS A TACK, SET IN BEDROCK ABOUT
 GP0610'5 METERS NORTH OF THE HIGHEST PART OF THE CLIFF, 8 METERS
 GP0610'EAST OF THE RIM, AND 3 FEET HIGHER THAN THE STATION.
 GP0610'
 GP0610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ECHO 1947, SET
 GP0610'IN A ROCK OUTCROP, PROJECTING ABOUT 3 FEET.  IT IS IN THE
 GP0610'CENTER OF A LARGE OUTCROP WHICH LIES ALONG THE RIM OF THE
 GP0610'CANYON IN ROUTE TO THE STATION, 4 FEET LOWER THAN THE HIGHEST
 GP0610'PART OF THE OUTCROP.
 GP0610'
 GP0610'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH NORTHEAST
 GP0610'TOWARD ECHO POINT FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 GP0610'
 GP0610'TO REACH THE STATION FROM THE NAVAJO BRIDGE GO EAST AND
 GP0610'SOUTH FOR 1.65 MILES.  TURN LEFT (NORTH) AND CROSS COUNTRY
 GP0610'FOR ABOUT 2 MILES TO A POINT WEST SOUTH WEST OF THE LOWEST
 GP0610'PART OF THE CLIFFS.  PICK UP SHEEP TRAIL AND PACK UP THE
 GP0610'CLIFFS CROSSING THE RIDGE THENCE INTO A DRAW AND UP THE
 GP0610'SECOND RIDGE.  LEAVE THE TRAIL AND PACK SOUTHWEST UP THE
 GP0610'RIDGE TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.
 GP0610
 GP0610                          STATION RECOVERY (1954)
 GP0610
 GP0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0610'RECOVERED IN GOOD CONDITION.
 GP0610'
 GP0610'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5948 ***********************************************************************
 DG5948  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5948  DESIGNATION -  ECHO
 DG5948  PID         -  DG5948
 DG5948  STATE/COUNTY-  AZ/COCONINO
 DG5948  USGS QUAD   -  TANNER WELL (1985)
 DG5948
 DG5948                         *CURRENT SURVEY CONTROL
 DG5948  ___________________________________________________________________
 DG5948* NAD 83(1992)-  36 35 20.70680(N)    111 39 29.79776(W)     ADJUSTED  
 DG5948* NAVD 88     -      1622.39   (meters)    5322.8    (feet)  GPS OBS   
 DG5948  ___________________________________________________________________
 DG5948  X           -  -1,892,808.978 (meters)                     COMP
 DG5948  Y           -  -4,766,519.470 (meters)                     COMP
 DG5948  Z           -   3,781,830.103 (meters)                     COMP
 DG5948  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DG5948  ELLIP HEIGHT-        1599.53  (meters)          (06/28/04) GPS OBS
 DG5948  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DG5948
 DG5948  HORZ ORDER  -  A
 DG5948  ELLP ORDER  -  THIRD     CLASS II
 DG5948
 DG5948.The horizontal coordinates were established by GPS observations
 DG5948.and adjusted by the National Geodetic Survey in June 2004..
 DG5948
 DG5948.The orthometric height was determined by GPS observations and a
 DG5948.high-resolution geoid model using precise GPS observation and
 DG5948.processing techniques.
 DG5948
 DG5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5948
 DG5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5948
 DG5948.The ellipsoidal height was determined by GPS observations
 DG5948.and is referenced to NAD 83.
 DG5948
 DG5948.The geoid height was determined by GEOID03.
 DG5948
 DG5948;                    North         East     Units Scale Factor Converg.
 DG5948;SPC AZ C     -   619,904.960   236,480.565   MT  0.99990658   +0 09 14.5
 DG5948;SPC AZ C     - 2,033,808.92    775,854.87   iFT  0.99990658   +0 09 14.5
 DG5948;UTM  12      - 4,049,491.475   441,115.040   MT  0.99964272   -0 23 32.6
 DG5948
 DG5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5948!SPC AZ C     -   0.99974903  x   0.99990658  =   0.99965564
 DG5948!UTM  12      -   0.99974903  x   0.99964272  =   0.99939184
 DG5948
 DG5948                          SUPERSEDED SURVEY CONTROL
 DG5948
 DG5948.No superseded survey control is available for this station.
 DG5948
 DG5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4111549491(NAD 83)
 DG5948_MARKER: Z = SEE DESCRIPTION
 DG5948_SETTING: 66 = SET IN ROCK OUTCROP
 DG5948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5948+STABILITY: POSITION/ELEVATION WELL
 DG5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5948+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5948
 DG5948  HISTORY     - Date     Condition        Report By
 DG5948  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5948  HISTORY     - 20050401 GOOD             GRANCN
 DG5948
 DG5948                          STATION DESCRIPTION
 DG5948
 DG5948'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5948'AZ RTE 89 SOUTH OF 89A INTERSECTION AT BITTER SPRINGS TO MILE POST 521
 DG5948'TURN WEST ON DIRT ROAD ON THE SOUTH SIDE OF THE DRAINAGE AT MP 521
 DG5948' 
 DG5948'DRIVE UP TO THE TOP OF THE HILL UNTIL THE ROAD VEERS SOUTH. THE
 DG5948'STATION IS  ACROSS A SMALL DRAINAGE AND SET IN THE HIGHEST POINT OF
 DG5948'THE RISE.
 DG5948' 
 DG5948'THE MONUMENT IS A 5/8 INCH STAINLESS STEEL DIMPLED PIN CEMENTED IN
 DG5948'BEDROCK.  THERE ARE 2 REFERENCE BOLTS OF 1/4 INCH CARRIAGE BOLTS
 DG5948'NEARBY
 DG5948
 DG5948                          STATION RECOVERY (2005)
 DG5948
 DG5948'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0602 ***********************************************************************
 GP0602  DESIGNATION -  ECHO RM
 GP0602  PID         -  GP0602
 GP0602  STATE/COUNTY-  AZ/COCONINO
 GP0602  USGS QUAD   -  LEES FERRY (1985)
 GP0602
 GP0602                         *CURRENT SURVEY CONTROL
 GP0602  ___________________________________________________________________
 GP0602* NAD 83(1992)-  36 48 38.30520(N)    111 35 22.68094(W)     ADJUSTED  
 GP0602* NAVD 88     -      1658.     (meters)    5440.     (feet)  SCALED    
 GP0602  ___________________________________________________________________
 GP0602  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GP0602  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0602
 GP0602  HORZ ORDER  -  SECOND
 GP0602
 GP0602.The horizontal coordinates were established by classical geodetic methods
 GP0602.and adjusted by the National Geodetic Survey in August 1993..
 GP0602
 GP0602.The orthometric height was scaled from a topographic map.
 GP0602
 GP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0602
 GP0602.The geoid height was determined by GEOID03.
 GP0602
 GP0602;                    North         East     Units Scale Factor Converg.
 GP0602;SPC AZ C     -   644,507.741   242,538.914   MT  0.99991049   +0 11 45.4
 GP0602;SPC AZ C     - 2,114,526.71    795,731.35   iFT  0.99991049   +0 11 45.4
 GP0602;UTM  12      - 4,074,028.574   447,406.647   MT  0.99963408   -0 21 11.9
 GP0602
 GP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0602!SPC AZ C     -   0.99974354  x   0.99991049  =   0.99965405
 GP0602!UTM  12      -   0.99974354  x   0.99963408  =   0.99937772
 GP0602
 GP0602                          SUPERSEDED SURVEY CONTROL
 GP0602
 GP0602  NAD 83(1986)-  36 48 38.30218(N)    111 35 22.68091(W) AD(       ) 2
 GP0602  NAD 27      -  36 48 38.34380(N)    111 35 20.10940(W) AD(       ) 2
 GP0602
 GP0602.Superseded values are not recommended for survey control.
 GP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0602.See file dsdata.txt to determine how the superseded data were derived.
 GP0602
 GP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4740774029(NAD 83)
 GP0602_MARKER: Z = SEE DESCRIPTION
 GP0602_SETTING: 66 = SET IN ROCK OUTCROP
 GP0602_SP_SET: SET IN BEDROCK
 GP0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0602+STABILITY: POSITION/ELEVATION WELL
 GP0602
 GP0602  HISTORY     - Date     Condition        Report By
 GP0602  HISTORY     - 1947     MONUMENTED       BOR
 GP0602
 GP0602                          STATION DESCRIPTION
 GP0602
 GP0602'DESCRIBED BY US BUREAU OF RECLAMATION 1947
 GP0602'THE STATION ECHO, IS LOCATED ON THE ECHO CLIFF RANGE, ABOUT 3
 GP0602'MILES EAST OF THE NAVAJO BRIDGE, 1 MILE NORTH OF ECHO PEAK
 GP0602'AND 3/4 MILE SOUTH OF A SHEEP TRAIL LEADING OVER THE CLIFFS.
 GP0602'
 GP0602'TO REACH THE STATION FROM THE NAVAJO BRIDGE GO EAST AND
 GP0602'SOUTH FOR 1.65 MILES.  TURN LEFT (NORTH) AND CROSS COUNTRY
 GP0602'FOR ABOUT 2 MILES TO A POINT WEST SOUTH WEST OF THE LOWEST
 GP0602'PART OF THE CLIFFS.  PICK UP SHEEP TRAIL AND PACK UP THE
 GP0602'CLIFFS CROSSING THE RIDGE THENCE INTO A DRAW AND UP THE
 GP0602'SECOND RIDGE.  LEAVE THE TRAIL AND PACK SOUTHWEST UP THE
 GP0602'RIDGE TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.
 GP0602'
 GP0602'A BUREAU OF RECLAMATION MARK IS A TACK, SET IN BEDROCK ABOUT
 GP0602'5 METERS NORTH OF THE HIGHEST PART OF THE CLIFF, 8 METERS
 GP0602'EAST OF THE RIM, AND 3 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0997 ***********************************************************************
 ET0997  DESIGNATION -  ECKEL
 ET0997  PID         -  ET0997
 ET0997  STATE/COUNTY-  AZ/YAVAPAI
 ET0997  USGS QUAD   -  SMITH MESA (1986)
 ET0997
 ET0997                         *CURRENT SURVEY CONTROL
 ET0997  ___________________________________________________________________
 ET0997* NAD 83(1992)-  34 42 57.66611(N)    112 46 05.96542(W)     ADJUSTED  
 ET0997* NAVD 88     -      1735.4    (meters)    5694.     (feet)  VERTCON   
 ET0997  ___________________________________________________________________
 ET0997  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 ET0997  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0997
 ET0997  HORZ ORDER  -  FIRST
 ET0997
 ET0997.The horizontal coordinates were established by classical geodetic methods
 ET0997.and adjusted by the National Geodetic Survey in August 1993..
 ET0997
 ET0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0997
 ET0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0997
 ET0997.The geoid height was determined by GEOID03.
 ET0997
 ET0997;                    North         East     Units Scale Factor Converg.
 ET0997;SPC AZ C     -   412,403.210   135,352.922   MT  0.99997498   -0 29 06.2
 ET0997;SPC AZ C     - 1,353,028.90    444,071.27   iFT  0.99997498   -0 29 06.2
 ET0997;UTM  12      - 3,842,974.666   338,072.924   MT  0.99992318   -1 00 26.3
 ET0997
 ET0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0997!SPC AZ C     -   0.99973186  x   0.99997498  =   0.99970684
 ET0997!UTM  12      -   0.99973186  x   0.99992318  =   0.99965506
 ET0997
 ET0997|---------------------------------------------------------------------|
 ET0997| PID    Reference Object                     Distance      Geod. Az  |
 ET0997|                                                           dddmmss.s |
 ET0997| CH3105 ECKEL RM 1                            7.268 METERS 23039     |
 ET0997| CH3106 ECKEL RM 2                            5.712 METERS 29315     |
 ET0997| ET1012 WEATHER BUREAU HOUSE                APPROX.19.1 KM 3135423.4 |
 ET0997| CH3104 ECKEL AZ MK                                        3391534.3 |
 ET0997|---------------------------------------------------------------------|
 ET0997
 ET0997                          SUPERSEDED SURVEY CONTROL
 ET0997
 ET0997  NAD 83(1986)-  34 42 57.66522(N)    112 46 05.96685(W) AD(       ) 1
 ET0997  NAD 27      -  34 42 57.58600(N)    112 46 03.32000(W) AD(       ) 1
 ET0997  NGVD 29 (07/19/86) 1734.5    (m)         5691.     (f) VERT ANG       
 ET0997
 ET0997.Superseded values are not recommended for survey control.
 ET0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0997.See file dsdata.txt to determine how the superseded data were derived.
 ET0997
 ET0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3807342975(NAD 83)
 ET0997_MARKER: DS = TRIANGULATION STATION DISK
 ET0997_SETTING: 80 = SET IN A BOULDER
 ET0997_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0997
 ET0997  HISTORY     - Date     Condition        Report By
 ET0997  HISTORY     - 1944     MONUMENTED       CGS
 ET0997  HISTORY     - 1972     GOOD             AZHD
 ET0997
 ET0997                          STATION DESCRIPTION
 ET0997
 ET0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0997'STATION IS ABOUT 16 MILES W AND 13 MILES N OF PRESCOTT.  IT IS
 ET0997'ON A ROCKY HILL THAT LIES ABOUT 1/4 MILE S OF THE ECKEL BUILDINGS
 ET0997'AND IS VISIBLE FROM THERE.
 ET0997'
 ET0997'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER, IS
 ET0997'ABOUT 10 FEET LOWER IN ELEVATION THAN A BOULDER AT THE HIGH
 ET0997'POINT.  STAMPED ECKEL 1944.  STATION MARK IS 14 FEET S OF THE
 ET0997'AFOREMENTIONED LARGE BOULDER THAT FORMS THE HIGHEST POINT.
 ET0997'
 ET0997'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 ET0997'BOULDER AND IS STAMPED ECKEL NO 1 1944.  IT IS ABOUT 2 FEET
 ET0997'HIGHER IN ELEVATION THAN STATION MARK.
 ET0997'
 ET0997'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET0997'AND IS STAMPED ECKEL NO 2 1944.  IT IS ABOUT 2 FEET HIGHER IN
 ET0997'ELEVATION THAN STATION MARK.  IT IS IN A BOULDER BY ITSELF ON A
 ET0997'GROUP OF OTHER BOULDERS.
 ET0997'
 ET0997'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET0997'AND IS STAMPED ECKEL 1944.  IT IS 180 FEET N OF THE NEW ECKEL
 ET0997'HOUSE AND 30 FEET W OF THE FENCE RUNNING N FROM THE HOUSE.
 ET0997'IT IS IN THE LARGE BOULDER THAT IS ON THE EDGE OF THE WASH
 ET0997'ABOUT 12 FEET ABOVE ITS BOTTOM.  A WITNESS POST HAS BEEN PLACED
 ET0997'IN THE FENCE DIRECTLY E OF THE MARK.
 ET0997'
 ET0997'TO REACH STATION FROM PRESCOTT, FOLLOW THE WALNUT CREEK ROAD
 ET0997'FOR 19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORK GOING
 ET0997'LEFT JUST BEYOND A CATTLE GUARD.  TAKE THE LEFT FORK AND CONTINUE
 ET0997'ON THE WELL MARKED ROAD TOWARD THE SPIDER RANCH FOR 8.0 MILES
 ET0997'TO A RIGHT FORK AT A LARGE POST CORRAL, TAKE THE RIGHT FORK
 ET0997'AND CONTINUE FOR 2.9 MILES TO THE ECKEL RANCH AND THE END OF
 ET0997'TRUCK TRAVEL.  FROM HERE THE PEAK CAN BE SEEN AS THE FIRST
 ET0997'ROCKY PEAK TO THE S ABOUT 1/4 MILE AWAY.  PACK TO THE S AND UP
 ET0997'TO THE TOP AND THE STATION.
 ET0997
 ET0997                          STATION RECOVERY (1972)
 ET0997
 ET0997'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0997'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0562 ***********************************************************************
 DV0562  DESIGNATION -  EDGE
 DV0562  PID         -  DV0562
 DV0562  STATE/COUNTY-  AZ/MARICOPA
 DV0562  USGS QUAD   -  FOWLER (1982)
 DV0562
 DV0562                         *CURRENT SURVEY CONTROL
 DV0562  ___________________________________________________________________
 DV0562* NAD 83(1992)-  33 27 17.57636(N)    112 13 15.34345(W)     ADJUSTED  
 DV0562* NAVD 88     -       316.059  (meters)    1036.94   (feet)  ADJUSTED  
 DV0562  ___________________________________________________________________
 DV0562  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DV0562  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0562  DYNAMIC HT  -         315.689 (meters)    1035.72  (feet)  COMP
 DV0562  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV0562
 DV0562  HORZ ORDER  -  FIRST
 DV0562  VERT ORDER  -  FIRST     CLASS II
 DV0562
 DV0562.The horizontal coordinates were established by classical geodetic methods
 DV0562.and adjusted by the National Geodetic Survey in August 1993..
 DV0562
 DV0562.The orthometric height was determined by differential leveling
 DV0562.and adjusted by the National Geodetic Survey in November 1993..
 DV0562
 DV0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0562
 DV0562.The geoid height was determined by GEOID03.
 DV0562
 DV0562.The dynamic height is computed by dividing the NAVD 88
 DV0562.geopotential number by the normal gravity value computed on the
 DV0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0562.degrees latitude (g = 980.6199 gals.).
 DV0562
 DV0562.The modeled gravity was interpolated from observed gravity values.
 DV0562
 DV0562;                    North         East     Units Scale Factor Converg.
 DV0562;SPC AZ C     -   272,238.221   185,075.312   MT  0.99990986   -0 10 03.8
 DV0562;SPC AZ C     -   893,170.02    607,202.47   iFT  0.99990986   -0 10 03.8
 DV0562;UTM  12      - 3,702,383.625   386,531.385   MT  0.99975873   -0 40 23.3
 DV0562
 DV0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0562!SPC AZ C     -   0.99995513  x   0.99990986  =   0.99986499
 DV0562!UTM  12      -   0.99995513  x   0.99975873  =   0.99971387
 DV0562
 DV0562|---------------------------------------------------------------------|
 DV0562| PID    Reference Object                     Distance      Geod. Az  |
 DV0562|                                                           dddmmss.s |
 DV0562| DV0560 EDGE RM 1                             8.411 METERS 00128     |
 DV0562| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX.13.6 KM 0895203.5 |
 DV0562| DV2097 PHOENIX PUB SER CO TANK             APPROX. 6.3 KM 1022057.5 |
 DV0562| CH5117 EDGE AZ MK                                         1340158.4 |
 DV0562| DV0561 EDGE RM 2                             5.632 METERS 18137     |
 DV0562|---------------------------------------------------------------------|
 DV0562
 DV0562                          SUPERSEDED SURVEY CONTROL
 DV0562
 DV0562  NAD 83(1986)-  33 27 17.56978(N)    112 13 15.35040(W) AD(       ) 1
 DV0562  NAD 27      -  33 27 17.41560(N)    112 13 12.80090(W) AD(       ) 1
 DV0562  NGVD 29 (??/??/92)  315.462  (m)         1034.98   (f) ADJ UNCH    1 2
 DV0562
 DV0562.Superseded values are not recommended for survey control.
 DV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0562.See file dsdata.txt to determine how the superseded data were derived.
 DV0562
 DV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8653102384(NAD 83)
 DV0562_MARKER: DE = TRAVERSE STATION DISK
 DV0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0562_STAMPING: EDGE 1963
 DV0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0562+STABILITY: SURFACE MOTION
 DV0562
 DV0562  HISTORY     - Date     Condition        Report By
 DV0562  HISTORY     - 1963     MONUMENTED       CGS
 DV0562  HISTORY     - 1963     GOOD             CGS
 DV0562  HISTORY     - 1981     GOOD             AZDT
 DV0562  HISTORY     - 1982     GOOD             AZDT
 DV0562  HISTORY     - 1986     GOOD             LOCSUR
 DV0562
 DV0562                          STATION DESCRIPTION
 DV0562
 DV0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0562'STATION IS LOCATED ABOUT 8 MILES WEST OF THE CENTER OF PHOENIX,
 DV0562'ABOUT 3/4 MILE SOUTH OF WEST MC DOWELL ROAD, ABOUT 1/4 MILE
 DV0562'NORTH OF WEST VAN BUREN STREET AND ON THE EAST RIGHT-OF-WAY
 DV0562'OF 75TH AVENUE.
 DV0562'
 DV0562'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 75TH
 DV0562'AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 75TH
 DV0562'AVENUE FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH
 DV0562'ON 75TH AVENUE FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 DV0562'
 DV0562'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EDGE 1963,
 DV0562'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV0562'WITH THE SURFACE OF THE GROUND.  THE MARK IS 36.5 FEET EAST OF
 DV0562'CENTER OF 75TH AVENUE, 35.3 FEET WEST OF A FENCE, 23.5 FEET
 DV0562'NORTH OF A POWER POLE AND 2.6 FEET SOUTH-SOUTHEAST OF THE
 DV0562'WITNESS POST.
 DV0562'
 DV0562'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EDGE NO 1
 DV0562'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV0562'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET
 DV0562'NORTH OF A POWER POLE, 36.5 FEET EAST OF THE CENTER OF 75TH
 DV0562'AVENUE, 35.3 FEET WEST OF A FENCE AND 25 FEET NORTH OF THE
 DV0562'WITNESS POST.
 DV0562'
 DV0562'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EDGE NO 2
 DV0562'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PRJECTS
 DV0562'ABOUT 1 INCH.  THE MARK IS 36.5 FEET EAST OF THE CENTER OF
 DV0562'75TH AVENUE, 35.3 FEET WEST OF A FENCE, 21 FEET SOUTH OF THE
 DV0562'WITNESS POST AND 5 FEET NORTH OF A POWER POLE.
 DV0562'
 DV0562'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EDGE 1963, IS
 DV0562'SET IN A DRILL HOLE IN THE WEST CURB OF A BRIDGE OVER A CANAL.
 DV0562'THE MARK IS IN THE SOUTHWEST CORNER OF BRIDGE, 80 FEET NORTH
 DV0562'OF THE NORTHEAST EDGE OF HOUSE, 40.6 FEET SOUTH OF THE CENTER
 DV0562'OF WEST VAN BUREN STREET, 6.5 FEET WEST OF CENTER OF DRIVEWAY
 DV0562'AND 1.5 FEET NORTH OF THE SOUTHWEST CORNER OF BRIDGE.
 DV0562'
 DV0562'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON 75TH
 DV0562'AVENUE FOR 0.3 MILE TO WEST VAN BUREN STREET, TURN LEFT AND
 DV0562'GO EAST FOR 0.25 MILE TO THE AZIMUTH MARK IN CONCRETE BRIDGE
 DV0562'OVER CANAL ON RIGHT.
 DV0562'
 DV0562'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0562
 DV0562                          STATION RECOVERY (1963)
 DV0562
 DV0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0562'IN PHOENIX.
 DV0562'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0562'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0562'EAST OF THE CENTER OF 75TH AVENUE, 105 FEET SOUTH OF THE FENCE CORNER,
 DV0562'15 FEET EAST OF A FENCE, 23 FEET NORTH OF THE EAST ONE OF A DOUBLE
 DV0562'POWER POLE, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 0.5 FOOT
 DV0562'ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0562'PROJECTING 2 INCHES.
 DV0562
 DV0562                          STATION RECOVERY (1981)
 DV0562
 DV0562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0562'6.2 MI (10.0 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0562'INTERSECTION OF INTERSTATE 17 TO 75TH AVENUE, THENCE SOUTH 0.75 MILES
 DV0562'(1.21 KM) TO THE MARK ON THE LEFT, A STANDARD CGS BRASS CAP IN A
 DV0562'CONCRETE POST 0.5 FT (0.2 M) BELOW SURFACE.  23.0 FT (7.01 M)
 DV0562'NORTH OF POWER POLE WITH WITNESS SIGN ON NORTH FACE, 29.6 FT (9.02 M)
 DV0562'EAST OF CENTERLINE OF 75TH AVENUE, 3.0 FT (0.91 M) SOUTH OF OLD
 DV0562'WITNESS POST AND SIGN.
 DV0562
 DV0562                          STATION RECOVERY (1982)
 DV0562
 DV0562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV0562'THE STATION WAS RECOVERED AS DESCRIBED IN 1963.  THE AZIMUTH MARK WAS
 DV0562'SEARCHED FOR AND NOT RECOVERED.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV0562
 DV0562                          STATION RECOVERY (1986)
 DV0562
 DV0562'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0337 ***********************************************************************
 GQ0337  DESIGNATION -  EDGE
 GQ0337  PID         -  GQ0337
 GQ0337  STATE/COUNTY-  AZ/MOHAVE
 GQ0337  USGS QUAD   -  ROBINSON CANYON (1988)
 GQ0337
 GQ0337                         *CURRENT SURVEY CONTROL
 GQ0337  ___________________________________________________________________
 GQ0337* NAD 83(1992)-  36 35 36.14215(N)    112 45 47.20746(W)     ADJUSTED  
 GQ0337* NAVD 88     -      1644.7    (meters)    5396.     (feet)  VERTCON   
 GQ0337  ___________________________________________________________________
 GQ0337  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GQ0337  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GQ0337
 GQ0337  HORZ ORDER  -  SECOND
 GQ0337
 GQ0337.The horizontal coordinates were established by classical geodetic methods
 GQ0337.and adjusted by the National Geodetic Survey in August 1993..
 GQ0337
 GQ0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0337
 GQ0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0337
 GQ0337.The geoid height was determined by GEOID03.
 GQ0337
 GQ0337;                    North         East     Units Scale Factor Converg.
 GQ0337;SPC AZ W     -   620,823.699   301,665.388   MT  1.00002937   +0 35 18.1
 GQ0337;SPC AZ W     - 2,036,823.16    989,715.84   iFT  1.00002937   +0 35 18.1
 GQ0337;SPC AZ C     -   620,683.143   137,623.847   MT  0.99997065   -0 30 16.6
 GQ0337;SPC AZ C     - 2,036,362.02    451,521.81   iFT  0.99997065   -0 30 16.6
 GQ0337;UTM  12      - 4,051,212.274   342,286.456   MT  0.99990645   -1 03 04.6
 GQ0337
 GQ0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0337!SPC AZ W     -   0.99974555  x   1.00002937  =   0.99977491
 GQ0337!SPC AZ C     -   0.99974555  x   0.99997065  =   0.99971621
 GQ0337!UTM  12      -   0.99974555  x   0.99990645  =   0.99965202
 GQ0337
 GQ0337|---------------------------------------------------------------------|
 GQ0337| PID    Reference Object                     Distance      Geod. Az  |
 GQ0337|                                                           dddmmss.s |
 GQ0337| CH3108 EDGE RM 1                             9.777 METERS 03502     |
 GQ0337| CH3107 EDGE AZ MK                                         0572352.5 |
 GQ0337| CH3109 EDGE RM 2                            10.863 METERS 14510     |
 GQ0337|---------------------------------------------------------------------|
 GQ0337
 GQ0337                          SUPERSEDED SURVEY CONTROL
 GQ0337
 GQ0337  NAD 83(1986)-  36 35 36.13750(N)    112 45 47.20434(W) AD(       ) 2
 GQ0337  NAD 27      -  36 35 36.18700(N)    112 45 44.50300(W) AD(       ) 2
 GQ0337  NGVD 29 (07/19/86) 1643.8    (m)         5393.     (f) VERT ANG       
 GQ0337
 GQ0337.Superseded values are not recommended for survey control.
 GQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0337.See file dsdata.txt to determine how the superseded data were derived.
 GQ0337
 GQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4228651212(NAD 83)
 GQ0337_MARKER: DS = TRIANGULATION STATION DISK
 GQ0337_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0337
 GQ0337  HISTORY     - Date     Condition        Report By
 GQ0337  HISTORY     - 1953     MONUMENTED       CGS
 GQ0337  HISTORY     - 1972     GOOD             AZHD
 GQ0337
 GQ0337                          STATION DESCRIPTION
 GQ0337
 GQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0337'THE STATION IS LOCATED ON A ROUND BARE HILL AT THE SOUTH END
 GQ0337'OF A NORTH-SOUTH VALLEY.  IT IS ABOUT 19 MILES, AIRLINE,
 GQ0337'NORTH OF THE COLORADO RIVER, 17 MILES, AIRLINE, SOUTH OF
 GQ0337'PIPE SPRINGS, ABOUT 8 MILES WEST OF THE JUMPUP RANGER STATION
 GQ0337'AND ABOUT 6 MILES EAST-SOUTHEAST OF HACKS RESERVOIR.
 GQ0337'
 GQ0337'TO REACH FROM THE JUNCTION OF THE PIPE SPRINGS ROAD AND U.S.
 GQ0337'HIGHWAY 89 WHICH IS 1 BLOCK NORTH OF THE ARIZONA HIGHWAY
 GQ0337'CHECKING STATION IN FREDONIA, GO WEST ON THE PIPE SPRINGS
 GQ0337'ROAD FOR 8.2 MILES TO A FORK.  TAKE THE LEFT FORK (THIS IS
 GQ0337'THE GRAND CANYON NATIONAL MONUMENT ROAD) AND GO FOR 3.9 MILES
 GQ0337'TO A STOCK GUARD.  CROSS AND CONTINUE SOUTH FOR 8.5 MILES TO A
 GQ0337'STOCK GUARD.  CROSS AND CONTINUE SOUTHWEST FOR 2.5 MILES TO
 GQ0337'A Y FORK AT THE TOP OF A RISE AND A SIGN GRAND CANYON NATIONAL
 GQ0337'MONUMENT.  TURN LEFT OFF OF THE MAIN ROAD AND FOLLOW THE
 GQ0337'BLADED ROAD SOUTH-SOUTHWEST FOR 1.6 MILES TO A GATE.  PASS
 GQ0337'THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 1.9
 GQ0337'MILES TO A WINDMILL AND A RESERVOIR.  HERE TURN RIGHT ON THE
 GQ0337'MAIN ROAD AND GO SOUTH-SOUTHWEST FOR 3.4 MILES TO A
 GQ0337'RESERVOIR AND CORRALS ON THE LEFT.  CONTINUE SOUTH UP THE
 GQ0337'VALLEY FOR 1.2 MILES TO THE TOP OF A SADDLE AND A DIM
 GQ0337'CROSSROADS.  TURN RIGHT AND FOLLOW THE DIM TRACKS WEST
 GQ0337'FOR 0.25 MILE TO THE TOP OF THE HILL AND STATION.
 GQ0337'
 GQ0337'THE STATION IS A STANDARD DISK STAMPED EDGE 1953.  IT IS
 GQ0337'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  THE
 GQ0337'STATION IS ABOUT 0.25 MILE WEST OF A USED TRACK ROAD AND AT
 GQ0337'THE END OF THE DIM TRACK ROAD, WHERE IT ENDED AT AN OLD SHEEP
 GQ0337'CAMP.  IT IS 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GQ0337'
 GQ0337'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDGE NO 1 1953.
 GQ0337'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0337'
 GQ0337'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EDGE NO 2 1953.
 GQ0337'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2
 GQ0337'INCHES.
 GQ0337'
 GQ0337'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDGE 1953.  IT
 GQ0337'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT
 GQ0337'IS LOCATED ON A ROUND HILLTOP WHICH HAS A FEW TREES AND ROCK
 GQ0337'AROUND ON TOP.  THIS HILL IS AT THE EAST END OF A RIDGE AND
 GQ0337'THE STATION IS AT THE WEST END OF HILL.  IT IS 0.3 MILE EAST
 GQ0337'OF THE MAIN ROAD AND 4 FEET EAST OF A SMALL CAIRN.  TO REACH
 GQ0337'FROM THE CROSSROADS IN THE SADDLE, TURN LEFT AND GO EAST FOR
 GQ0337'0.3 MILE TO THE HIGHEST POINT AND THE MARK AS DESCRIBED.
 GQ0337
 GQ0337                          STATION RECOVERY (1972)
 GQ0337
 GQ0337'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0337'GENERAL LOCATION ABOUT 19 MILES AIRLINE N. OF THE COLORADO
 GQ0337'RIVER AND ABOUT 17 MILES AIRLINE S. OF PIPE SPRINGS AND ABOUT
 GQ0337'6 MILES ESE OF HACKS RESERVOIR
 GQ0337'
 GQ0337'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0337'
 GQ0337'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0337'STAMPED EDGE 1953
 GQ0337'
 GQ0337'REFERENCE MARKS STD USC AND GS BCS SET IN DRILL HOLES IN
 GQ0337'BEDROCK STAMPED EDGE NO 1 1953 AND EDGE NO 2 1953 COND. GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0739 ***********************************************************************
 FQ0739  DESIGNATION -  EDGE
 FQ0739  PID         -  FQ0739
 FQ0739  STATE/COUNTY-  AZ/NAVAJO
 FQ0739  USGS QUAD   -  RINCON RANCH (1986)
 FQ0739
 FQ0739                         *CURRENT SURVEY CONTROL
 FQ0739  ___________________________________________________________________
 FQ0739* NAD 83(1992)-  35 07 28.31286(N)    110 30 37.41216(W)     ADJUSTED  
 FQ0739* NAVD 88     -      1626.62   (+/-2cm)    5336.7    (feet)  VERTCON   
 FQ0739  ___________________________________________________________________
 FQ0739  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 FQ0739  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0739
 FQ0739  HORZ ORDER  -  FIRST
 FQ0739  VERT ORDER  -  THIRD ? (See Below)
 FQ0739
 FQ0739.The horizontal coordinates were established by classical geodetic methods
 FQ0739.and adjusted by the National Geodetic Survey in August 1993..
 FQ0739
 FQ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0739.The vertical order pertains to the NGVD 29 superseded value.
 FQ0739
 FQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0739
 FQ0739.The geoid height was determined by GEOID03.
 FQ0739
 FQ0739;                    North         East     Units Scale Factor Converg.
 FQ0739;SPC AZ E     -   457,442.622   182,032.601   MT  0.99991209   -0 11 52.0
 FQ0739;SPC AZ E     - 1,500,796.00    597,219.82   iFT  0.99991209   -0 11 52.0
 FQ0739;UTM  12      - 3,886,962.925   544,609.907   MT  0.99962453   +0 16 54.1
 FQ0739
 FQ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0739!SPC AZ E     -   0.99974849  x   0.99991209  =   0.99966061
 FQ0739!UTM  12      -   0.99974849  x   0.99962453  =   0.99937312
 FQ0739
 FQ0739|---------------------------------------------------------------------|
 FQ0739| PID    Reference Object                     Distance      Geod. Az  |
 FQ0739|                                                           dddmmss.s |
 FQ0739| CD3380 EDGE RM 1                            11.189 METERS 13559     |
 FQ0739| CD3379 EDGE AZ MK                                         2111734.1 |
 FQ0739| CD3381 EDGE RM 2                            13.216 METERS 23006     |
 FQ0739| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.43.6 KM 2620535.3 |
 FQ0739| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.64.4 KM 2683248.1 |
 FQ0739|---------------------------------------------------------------------|
 FQ0739
 FQ0739                          SUPERSEDED SURVEY CONTROL
 FQ0739
 FQ0739  NAD 83(1986)-  35 07 28.30724(N)    110 30 37.41469(W) AD(       ) 1
 FQ0739  NAD 27      -  35 07 28.24300(N)    110 30 34.94800(W) AD(       ) 1
 FQ0739  NGVD 29 (07/19/86) 1625.84   (m)         5334.1    (f) LEVELING    3  
 FQ0739
 FQ0739.Superseded values are not recommended for survey control.
 FQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0739.See file dsdata.txt to determine how the superseded data were derived.
 FQ0739
 FQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4461086963(NAD 83)
 FQ0739_MARKER: DS = TRIANGULATION STATION DISK
 FQ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0739
 FQ0739  HISTORY     - Date     Condition        Report By
 FQ0739  HISTORY     - 1936     MONUMENTED       CGS
 FQ0739  HISTORY     - 1941     GOOD             CGS
 FQ0739  HISTORY     - 1956     GOOD             CGS
 FQ0739  HISTORY     - 1959     GOOD             CGS
 FQ0739  HISTORY     - 1972     GOOD             USGS
 FQ0739  HISTORY     - 1979     GOOD             AZDT
 FQ0739
 FQ0739                          STATION DESCRIPTION
 FQ0739
 FQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0739'TWELVE AND ONE-HALF MILES NORTHEAST OF WINSLOW, ABOUT 12-1/2
 FQ0739'MILES NORTHEAST OF MANILA, 8-1/2 MILES NORTH OF U.S. HIGHWAY
 FQ0739'66, 4 MILES SOUTH OF THE SOUTHERN BOUNDARY OF THE NAVAJO
 FQ0739'INDIAN RESERVATION, AT THE NORTHWEST EDGE OF IVES MESA, JUST
 FQ0739'EAST OF THE LITTLE COLORADO RIVER BASIN, 150 YARDS NORTHWEST
 FQ0739'OF THE HOBSON-WALPI GRADED ROAD, ON A LOW SAND RIDGE, ABOUT
 FQ0739'50 YARDS SOUTHEAST OF THE POINT WHERE IVES MESA DROPS OFF
 FQ0739'INTO THE BADLANDS OF THE RIVER BASIN, ABOUT 100 YARDS
 FQ0739'SOUTHWEST OF A SLIGHTLY HIGHER POINT OF THE RIDGE, AT THE
 FQ0739'NORTHWEST END OF A TRACK ROAD LEADING FROM THE HOBSON-WALPI
 FQ0739'GRADED ROAD.
 FQ0739'
 FQ0739'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, AT THE
 FQ0739'NORTHWEST EDGE OF THE TRACK ROAD.
 FQ0739'
 FQ0739'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ALONG THE
 FQ0739'CREST OF THE SAND RIDGE.
 FQ0739'
 FQ0739'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 FQ0739'ON THE HOBSON-WALPI GRADED ROAD, 1.3 MILES NORTHEAST ALONG THE
 FQ0739'ROAD FROM A CATTLE GUARD, 20 FEET NORTH-NORTHWEST OF THE CENTER
 FQ0739'OF THE ROAD.
 FQ0739'
 FQ0739'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO EAST
 FQ0739'ON U.S. HIGHWAY 66 FOR 3.5 MILES, OR 0.7 MILE PAST THE END
 FQ0739'OF THE BRIDGE OVER THE LITTLE COLORADO RIVER, AND TURN LEFT
 FQ0739'(NORTH) ON THE GRADED ROAD TO WALPI AT THE SHELL SERVICE STATION
 FQ0739'AT HOBSON, THENCE NORTHEAST ON THE MAIN GRADED ROAD FOR 11.5
 FQ0739'MILES, OR 1.6 MILES PAST CATTLE GUARD, AND TURN LEFT (NORTHWEST)
 FQ0739'ON A DIM TRACK ROAD, THENCE 0.1 MILE TO THE END OF THE ROAD
 FQ0739'AT A SAND RIDGE AND THE STATION, ABOUT 50 FEET WEST.
 FQ0739'
 FQ0739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 FQ0739'SET IN CONCRETE.
 FQ0739'
 FQ0739'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FQ0739
 FQ0739                          STATION RECOVERY (1941)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 FQ0739'AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0739'THE SURFACE STATION MARK HAD BEEN ATTACHED TO THE 4-FT. STAND
 FQ0739'BY ANCHOR STAKES DRIVEN INTO THE WET CONCRETE.  WIND AND PROWLING
 FQ0739'LIVESTOCK HAVE TILTED THE STAND AND MARK CONSIDERABLY FROM
 FQ0739'THE TRUE POSITION.  THE SUBSURFACE MARK WAS RECOVERED IN APPARENT
 FQ0739'GOOD CONDITION.  ITS POSITION WAS HELD WHILE BOTH THE SURFACE
 FQ0739'AND SUBSURFACE MARKS WERE RESET ABOUT 18 IN. LOWER THAN SET
 FQ0739'IN 1936.  STATION IS NOW REPORTED AS IN GOOD CONDITION.  NO
 FQ0739'ADDITIONAL ROUTE DESCRIPTION IS REQUIRED.
 FQ0739
 FQ0739                          STATION RECOVERY (1956)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0739'THE STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 FQ0739'RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1936 DESCRIPTION
 FQ0739'IS ADEQUATE.
 FQ0739
 FQ0739                          STATION RECOVERY (1959)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0739'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION
 FQ0739'AS DESCRIBED.
 FQ0739'
 FQ0739'REACHED FROM THE POST OFFICE AT WINSLOW, GO SOUTH ONE BLOCK,
 FQ0739'TURN LEFT, EAST, ON U.S. HIGHWAY 66.  GO EAST TOWARD HOLBROOK
 FQ0739'FOR 3.5 MILES TO A T-ROAD ON THE LEFT, TURN LEFT, GO NORTHEAST
 FQ0739'ON A GRADED ROAD FOR 11.1 MILES TO THE STATION AZIMUTH MARK ON
 FQ0739'THE LEFT, NORTH, CONTINUE AHEAD ON THE GRADED ROAD FOR 0.4
 FQ0739'MILE TO A DIM TRACK ROAD ON THE LEFT, NORTH, TURN LEFT, GO
 FQ0739'NORTHWEST FOR 0.1 MILE TO THE END OF THE TRACK ROAD AND THE
 FQ0739'STATION.
 FQ0739
 FQ0739                          STATION RECOVERY (1972)
 FQ0739
 FQ0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JRM)
 FQ0739'NEW TO REACH DISCRIPTION TO FOLLOW--
 FQ0739'
 FQ0739'FROM THE POST OFFICE IN WINSLOW, ARIZONA, GO EAST ON U.S. HIGHWAY
 FQ0739'66 FOR 3.5 MILES TO JUNCTION OF U.S. 66 AND STATE HIGHWAY 87.
 FQ0739'TURN LEFT AND GO NORTH FOR ABOUT 10.2 MILES TO METAL CATTLEGUARD
 FQ0739'IN FENCE TO THE LEFT SIDE OF THE HIGHWAY.  PASS THROUGH
 FQ0739'CATTLEGUARD AND PROCEED WEST ON DIRT ROAD FOR ABOUT 0.1 MILE TO
 FQ0739'AN INTERSECTION.  THERE, TURN RIGHT ON WIDER DIRT ROAD IN
 FQ0739'A NORTHERLY DIRECTION FOR 2.0 MILES AT WHICH TIME A DIM DIRT
 FQ0739'TRACK ROAD WILL APPEAR ON THE LEFT SIDE OF THE ROAD.
 FQ0739'LEFT AND GO WEST FOR 0.1 MILE TO A FENCE WHICH RUNS
 FQ0739'NORTH-SOUTH AND PARRELLES THE RIM WHICH LOOKS TO THE WEST.
 FQ0739'THERE IN THE FENCE IS STATION EDGE.
 FQ0739
 FQ0739                          STATION RECOVERY (1979)
 FQ0739
 FQ0739'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0739'THE STATION IS LOCATED 12.5 AIRLINE MILES NORTHEAST OF WINSLOW AND 5
 FQ0739'MILES SOUTHWEST OF THE BORDER OF THE NAVAJO INDIAN RESERVATION ON THE
 FQ0739'EAST SIDE OF SR 87.
 FQ0739'
 FQ0739'THE STATION IS A STANDARD DISK SET IN CONCRET POST STAMPED---EDGE 1936
 FQ0739'---FOUND IN GOOD CONDITION.
 FQ0739'
 FQ0739'REFERENCE MARK 1 WAS NOT FOUND.
 FQ0739'
 FQ0739'REFERENCE MARK 2 IS A USGS DISK STAMPED---EDGE RM 2---FOUND IN GOOD
 FQ0739'CONDITION.
 FQ0739'
 FQ0739'THE AZIMUTE MARK IS A STANDARD USCANDGS BC SET IN CONCRETE AND FOUND
 FQ0739'AS DESCRIBED.  GOOD CONDITION.
 FQ0739'
 FQ0739'THE ROUTE TO THE STATION REMAINS THE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0250 ***********************************************************************
 GO0250  DESIGNATION -  EDGE
 GO0250  PID         -  GO0250
 GO0250  STATE/COUNTY-  AZ/APACHE
 GO0250  USGS QUAD   -  ROUND ROCK (1982)
 GO0250
 GO0250                         *CURRENT SURVEY CONTROL
 GO0250  ___________________________________________________________________
 GO0250* NAD 83(1992)-  36 32 26.12199(N)    109 27 23.97059(W)     ADJUSTED  
 GO0250* NAVD 88     -      1757.11   (+/-2cm)    5764.8    (feet)  VERTCON   
 GO0250  ___________________________________________________________________
 GO0250  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 GO0250  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GO0250
 GO0250  HORZ ORDER  -  THIRD
 GO0250  VERT ORDER  -  THIRD ? (See Below)
 GO0250
 GO0250.The horizontal coordinates were established by classical geodetic methods
 GO0250.and adjusted by the National Geodetic Survey in August 1993..
 GO0250
 GO0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0250.The vertical order pertains to the NGVD 29 superseded value.
 GO0250
 GO0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0250
 GO0250.The geoid height was determined by GEOID03.
 GO0250
 GO0250;                    North         East     Units Scale Factor Converg.
 GO0250;SPC AZ E     -   614,727.394   276,931.317   MT  0.99994977   +0 25 21.9
 GO0250;SPC AZ E     - 2,016,822.16    908,567.31   iFT  0.99994977   +0 25 21.9
 GO0250;UTM  12      - 4,045,018.374   638,147.090   MT  0.99983513   +0 55 08.5
 GO0250
 GO0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0250!SPC AZ E     -   0.99972751  x   0.99994977  =   0.99967729
 GO0250!UTM  12      -   0.99972751  x   0.99983513  =   0.99956269
 GO0250
 GO0250:                Primary Azimuth Mark                     Grid Az
 GO0250:SPC AZ E     -  HUMP RESET                               182 17 46.1
 GO0250:UTM  12      -  HUMP RESET                               181 47 59.5
 GO0250
 GO0250|---------------------------------------------------------------------|
 GO0250| PID    Reference Object                     Distance      Geod. Az  |
 GO0250|                                                           dddmmss.s |
 GO0250| GO0256 HUMP RESET                          APPROX.17.5 KM 1824308.0 |
 GO0250|---------------------------------------------------------------------|
 GO0250
 GO0250                          SUPERSEDED SURVEY CONTROL
 GO0250
 GO0250  NAD 83(1986)-  36 32 26.12134(N)    109 27 23.97009(W) AD(       ) 3
 GO0250  NGVD 29 (08/22/88) 1756.18   (m)         5761.7    (f) LEVELING    3  
 GO0250
 GO0250.Superseded values are not recommended for survey control.
 GO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0250.See file dsdata.txt to determine how the superseded data were derived.
 GO0250
 GO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3814745018(NAD 83)
 GO0250_MARKER: DS = TRIANGULATION STATION DISK
 GO0250_SETTING: 80 = SET IN A BOULDER
 GO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0250+STABILITY: SURFACE MOTION
 GO0250
 GO0250  HISTORY     - Date     Condition        Report By
 GO0250  HISTORY     - 1949     MONUMENTED       USGS
 GO0250  HISTORY     - 1955     GOOD             USGS
 GO0250
 GO0250                          STATION DESCRIPTION
 GO0250
 GO0250'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0250'LOCATED ABOUT 15 MI SE. OF ROCK POINT TRADING POST, 6.5 MI E. OF
 GO0250'ROUND ROCK, 2.0 MI NE. OF ROUND ROCK TRADING POST.  ON SOUTH RIM
 GO0250'OF LARGE MESA, 15 FT NE. OF RIM AND 38 FT NW. OF PROMONTORY.
 GO0250'
 GO0250'TO REACH FROM ROUND ROCK TRADING POST, CROSS WASH 4.0 MI NE.
 GO0250'ALONG RDS. ADJACENT TO RIM GOING TO TOP OF MESA.  TURN LEFT AT TOP
 GO0250'BACK ALONG RIM ABOUT 2.0 MI SW. TO STATION ON FIRST POINT, 0.5 MI
 GO0250'NE. OF SOUTHWEST CORNER OF RIM AROUND TOP OF MESA.
 GO0250'
 GO0250'STATION MARK--STANDARD TABLET STAMPED---EDGE 1949---, CEMENTED IN
 GO0250'ROCK LEVEL WITH GROUND.
 GO0250'
 GO0250'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GO0250'
 GO0250'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0250
 GO0250                          STATION RECOVERY (1955)
 GO0250
 GO0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0250'RECOVERED AS DESCRIBED BY USGS IN 1949.  ALL MARKS IN GOOD
 GO0250'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1168 ***********************************************************************
 CG1168  DESIGNATION -  EDGE
 CG1168  PID         -  CG1168
 CG1168  STATE/COUNTY-  AZ/COCHISE
 CG1168  USGS QUAD   -  FAIRBANK (1952)
 CG1168
 CG1168                         *CURRENT SURVEY CONTROL
 CG1168  ___________________________________________________________________
 CG1168* NAD 83(1992)-  31 43 10.61312(N)    110 14 24.71065(W)     ADJUSTED  
 CG1168* NAVD 88     -      1265.1    (meters)    4151.     (feet)  VERTCON   
 CG1168  ___________________________________________________________________
 CG1168  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CG1168  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG1168
 CG1168  HORZ ORDER  -  SECOND
 CG1168
 CG1168.The horizontal coordinates were established by classical geodetic methods
 CG1168.and adjusted by the National Geodetic Survey in August 1993..
 CG1168
 CG1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1168
 CG1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1168
 CG1168.The geoid height was determined by GEOID03.
 CG1168
 CG1168;                    North         East     Units Scale Factor Converg.
 CG1168;SPC AZ E     -    79,782.145   206,391.485   MT  0.99990060   -0 02 19.2
 CG1168;SPC AZ E     -   261,752.44    677,137.42   iFT  0.99990060   -0 02 19.2
 CG1168;UTM  12      - 3,509,608.749   571,985.904   MT  0.99966391   +0 23 58.2
 CG1168
 CG1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1168!SPC AZ E     -   0.99980578  x   0.99990060  =   0.99970640
 CG1168!UTM  12      -   0.99980578  x   0.99966391  =   0.99946975
 CG1168
 CG1168|---------------------------------------------------------------------|
 CG1168| PID    Reference Object                     Distance      Geod. Az  |
 CG1168|                                                           dddmmss.s |
 CG1168| CS6109 EDGE RM 1                            10.534 METERS 07511     |
 CG1168| CS6110 EDGE RM 2                            10.658 METERS 25510     |
 CG1168|---------------------------------------------------------------------|
 CG1168
 CG1168                          SUPERSEDED SURVEY CONTROL
 CG1168
 CG1168  NAD 83(1986)-  31 43 10.60611(N)    110 14 24.70447(W) AD(       ) 2
 CG1168  NGVD 29 (06/28/91) 1264.3    (m)         4148.     (f) VERT ANG       
 CG1168
 CG1168.Superseded values are not recommended for survey control.
 CG1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1168.See file dsdata.txt to determine how the superseded data were derived.
 CG1168
 CG1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7198609609(NAD 83)
 CG1168_MARKER: DS = TRIANGULATION STATION DISK
 CG1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1168+STABILITY: SURFACE MOTION
 CG1168
 CG1168  HISTORY     - Date     Condition        Report By
 CG1168  HISTORY     - 1986     MONUMENTED       AZDT
 CG1168  HISTORY     - 19981001 GOOD             USPSQD
 CG1168
 CG1168                          STATION DESCRIPTION
 CG1168
 CG1168'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1168'THE STATION IS LOCATED 10 MILES WEST OF TOMBSTONE ALONG THE NORTH SIDE
 CG1168'OF STATE ROUTE 82.
 CG1168'
 CG1168'THE STATION MARK IS AN AZDT DISK STAMPED---EDGE 1986---. IT IS SET IN
 CG1168'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 5 FEET SOUTHEAST OF THE
 CG1168'WITNESS POST AND 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CG1168'
 CG1168'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EDGE RM 1 1986---.  IT IS
 CG1168'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3 FEET SOUTH OF THE
 CG1168'RIGHT OF WAY FENCE.
 CG1168'
 CG1168'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EDGE RM 2 1986---.  IT IS
 CG1168'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3 FEET SOUTH OF THE
 CG1168'RIGHT OF WAY FENCE.
 CG1168'
 CG1168'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1168'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1168'ROUTE 82.  TURN RIGHT ALONG STATE ROUTE 82 AND TRAVEL EAST FOR 6.85
 CG1168'MILES TO THE TOP OF A RISE AND STATION ON THE LEFT AT MILE POST 58.45.
 CG1168
 CG1168                          STATION RECOVERY (1998)
 CG1168
 CG1168'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0560 ***********************************************************************
 DV0560  DESIGNATION -  EDGE RM 1
 DV0560  PID         -  DV0560
 DV0560  STATE/COUNTY-  AZ/MARICOPA
 DV0560  USGS QUAD   -  FOWLER (1982)
 DV0560
 DV0560                         *CURRENT SURVEY CONTROL
 DV0560  ___________________________________________________________________
 DV0560* NAD 83(1986)-  33 27 17.     (N)    112 13 15.     (W)     SCALED    
 DV0560* NAVD 88     -       316.10   (+/-2cm)    1037.1    (feet)  VERTCON   
 DV0560  ___________________________________________________________________
 DV0560  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0560
 DV0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0560
 DV0560.The horizontal coordinates were scaled from a topographic map and have
 DV0560.an estimated accuracy of +/- 6 seconds.
 DV0560
 DV0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0560.The vertical order pertains to the NGVD 29 superseded value.
 DV0560
 DV0560.The geoid height was determined by GEOID03.
 DV0560
 DV0560;                    North         East    Units  Estimated Accuracy
 DV0560;SPC AZ C     -   272,220.      185,080.      MT  (+/- 180 meters Scaled)
 DV0560
 DV0560                          SUPERSEDED SURVEY CONTROL
 DV0560
 DV0560  NGVD 29 (??/??/92)  315.468  (m)         1035.00   (f) ADJ UNCH    2 0
 DV0560
 DV0560.Superseded values are not recommended for survey control.
 DV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0560.See file dsdata.txt to determine how the superseded data were derived.
 DV0560
 DV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC865023(NAD 83)
 DV0560_MARKER: DR = REFERENCE MARK DISK
 DV0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0560_STAMPING: EDGE NO 1 1963
 DV0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0560+STABILITY: SURFACE MOTION
 DV0560
 DV0560  HISTORY     - Date     Condition        Report By
 DV0560  HISTORY     - 1963     MONUMENTED       CGS
 DV0560  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 DV0560
 DV0560                          STATION DESCRIPTION
 DV0560
 DV0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0560'IN PHOENIX.
 DV0560'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0560'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0560'EAST OF THE CENTER OF 75TH AVENUE, 87 FEET SOUTH OF THE FENCE CORNER,
 DV0560'15 FEET EAST OF THE FENCE, 27.5 FEET NORTH OF TRAVERSE STATION EDGE,
 DV0560'25.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV0560'POST ABOUT FLUSH WITH THE GROUND.
 DV0560
 DV0560                          STATION RECOVERY (1986)
 DV0560
 DV0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0561 ***********************************************************************
 DV0561  DESIGNATION -  EDGE RM 2
 DV0561  PID         -  DV0561
 DV0561  STATE/COUNTY-  AZ/MARICOPA
 DV0561  USGS QUAD   -  FOWLER (1982)
 DV0561
 DV0561                         *CURRENT SURVEY CONTROL
 DV0561  ___________________________________________________________________
 DV0561* NAD 83(1986)-  33 27 17.     (N)    112 13 16.     (W)     SCALED    
 DV0561* NAVD 88     -       316.180  (meters)    1037.33   (feet)  ADJUSTED  
 DV0561  ___________________________________________________________________
 DV0561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0561  DYNAMIC HT  -         315.811 (meters)    1036.12  (feet)  COMP
 DV0561  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 DV0561
 DV0561  VERT ORDER  -  FIRST     CLASS II
 DV0561
 DV0561.The horizontal coordinates were scaled from a topographic map and have
 DV0561.an estimated accuracy of +/- 6 seconds.
 DV0561
 DV0561.The orthometric height was determined by differential leveling
 DV0561.and adjusted by the National Geodetic Survey in November 1993..
 DV0561
 DV0561.The geoid height was determined by GEOID03.
 DV0561
 DV0561.The dynamic height is computed by dividing the NAVD 88
 DV0561.geopotential number by the normal gravity value computed on the
 DV0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0561.degrees latitude (g = 980.6199 gals.).
 DV0561
 DV0561.The modeled gravity was interpolated from observed gravity values.
 DV0561
 DV0561;                    North         East    Units  Estimated Accuracy
 DV0561;SPC AZ C     -   272,220.      185,060.      MT  (+/- 180 meters Scaled)
 DV0561
 DV0561                          SUPERSEDED SURVEY CONTROL
 DV0561
 DV0561  NGVD 29 (??/??/92)  315.577  (m)         1035.36   (f) ADJ UNCH    1 2
 DV0561
 DV0561.Superseded values are not recommended for survey control.
 DV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0561.See file dsdata.txt to determine how the superseded data were derived.
 DV0561
 DV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC865023(NAD 83)
 DV0561_MARKER: DR = REFERENCE MARK DISK
 DV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0561_STAMPING: EDGE NO 2 1963
 DV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0561+STABILITY: SURFACE MOTION
 DV0561
 DV0561  HISTORY     - Date     Condition        Report By
 DV0561  HISTORY     - 1963     MONUMENTED       CGS
 DV0561  HISTORY     - 1981     GOOD             AZDT
 DV0561  HISTORY     - 1986     GOOD             LOCSUR
 DV0561
 DV0561                          STATION DESCRIPTION
 DV0561
 DV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0561'IN PHOENIX.
 DV0561'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0561'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0561'EAST OF THE CENTER OF 75TH AVENUE, 133 FEET SOUTH OF THE FENCE CORNER,
 DV0561'15 FEET EAST OF A FENCE, 4.5 FEET NORTH OF THE EAST ONE OF A DOUBLE
 DV0561'POWER POLE, 18.4 FEET SOUTH OF TRAVERSE STATION EDGE, 21.0 FEET SOUTH
 DV0561'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV0561'THE GROUND.
 DV0561
 DV0561                          STATION RECOVERY (1981)
 DV0561
 DV0561'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0561'6.2 MI (10.0 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0561'INTERSECTION OF INTERSTATE 17 TO 75TH. AVENUE, THENCE SOUTH 0.75
 DV0561'MI (1.21 KM) TO THE MARK ON LEFT, A STANDARD CGS BRASS CAP IN A
 DV0561'CONCRETE POST FLUSH WITH GROUND.  36.0 FT (10.97 M) EAST OF THE
 DV0561'CENTERLINE OF 75TH. AVENUE, 27.5 FT (8.38 M) NORTH OF TRAVERSE
 DV0561'STATION EDGE.
 DV0561
 DV0561                          STATION RECOVERY (1986)
 DV0561
 DV0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1289 ***********************************************************************
 DW1289  DESIGNATION -  EHREN
 DW1289  PID         -  DW1289
 DW1289  STATE/COUNTY-  AZ/LA PAZ
 DW1289  USGS QUAD   -  BLYTHE (1975)
 DW1289
 DW1289                         *CURRENT SURVEY CONTROL
 DW1289  ___________________________________________________________________
 DW1289* NAD 83(1992)-  33 36 17.52825(N)    114 31 51.26905(W)     ADJUSTED  
 DW1289* NAVD 88     -        92.433  (meters)     303.26   (feet)  ADJUSTED  
 DW1289  ___________________________________________________________________
 DW1289  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DW1289  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW1289  DYNAMIC HT  -          92.332 (meters)     302.93  (feet)  COMP
 DW1289  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DW1289
 DW1289  HORZ ORDER  -  THIRD
 DW1289  VERT ORDER  -  FIRST     CLASS II
 DW1289
 DW1289.The horizontal coordinates were established by classical geodetic methods
 DW1289.and adjusted by the National Geodetic Survey in August 1993..
 DW1289
 DW1289.The orthometric height was determined by differential leveling
 DW1289.and adjusted by the National Geodetic Survey in June 1991..
 DW1289
 DW1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW1289
 DW1289.The geoid height was determined by GEOID03.
 DW1289
 DW1289.The dynamic height is computed by dividing the NAVD 88
 DW1289.geopotential number by the normal gravity value computed on the
 DW1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1289.degrees latitude (g = 980.6199 gals.).
 DW1289
 DW1289.The modeled gravity was interpolated from observed gravity values.
 DW1289
 DW1289;                    North         East     Units Scale Factor Converg.
 DW1289;SPC AZ W     -   289,113.744   140,887.611   MT  0.99999806   -0 25 56.0
 DW1289;SPC AZ W     -   948,535.91    462,229.69   iFT  0.99999806   -0 25 56.0
 DW1289;SPC CA 6     -   660,817.059 2,159,536.742   MT  0.99996528   +0 56 40.8
 DW1289;SPC CA 6     - 2,168,030.63  7,085,080.13   sFT  0.99996528   +0 56 40.8
 DW1289;UTM  11      - 3,721,079.085   729,093.287   MT  1.00024708   +1 22 01.7
 DW1289
 DW1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW1289!SPC AZ W     -   0.99999061  x   0.99999806  =   0.99998867
 DW1289!SPC CA 6     -   0.99999061  x   0.99996528  =   0.99995589
 DW1289!UTM  11      -   0.99999061  x   1.00024708  =   1.00023769
 DW1289
 DW1289|---------------------------------------------------------------------|
 DW1289| PID    Reference Object                     Distance      Geod. Az  |
 DW1289|                                                           dddmmss.s |
 DW1289| DW1290 EHREN RM 1                          159.807 METERS 10610     |
 DW1289| DW0982 BOUNDARY PT 13 AZ CA                  4.607 METERS 21054     |
 DW1289| DW1288 EHREN RM 2                          159.770 METERS 28609     |
 DW1289| DW0978 SPUR                                APPROX.15.4 KM 3490842.7 |
 DW1289|---------------------------------------------------------------------|
 DW1289
 DW1289                          SUPERSEDED SURVEY CONTROL
 DW1289
 DW1289  NAD 83(1986)-  33 36 17.52694(N)    114 31 51.27278(W) AD(       ) 3
 DW1289  NAD 27      -  33 36 17.43869(N)    114 31 48.43311(W) AD(       ) 3
 DW1289  NGVD 29 (07/19/86)   91.9    (m)          302.     (f) VERT ANG       
 DW1289
 DW1289.Superseded values are not recommended for survey control.
 DW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1289.See file dsdata.txt to determine how the superseded data were derived.
 DW1289
 DW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT2909321079(NAD 83)
 DW1289_MARKER: DS = TRIANGULATION STATION DISK
 DW1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW1289_SP_SET: FLOATING BRIDGE FLOOR
 DW1289_STAMPING: EHREN 1964
 DW1289_MARK LOGO: CGS   
 DW1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1289
 DW1289  HISTORY     - Date     Condition        Report By
 DW1289  HISTORY     - 1964     MONUMENTED       CGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289
 DW1289                          STATION DESCRIPTION
 DW1289
 DW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW1289'THE STATION IS IN THE SOUTH EDGE AND TOP OF THE NORTH CURB AT
 DW1289'THE CENTER OF THE U.S. HIGHWAY 60-70 BRIDGE SPANNING THE COLORADO
 DW1289'RIVER 3 MILES EAST OF BLYTHE, CALIFORNIA AND 1/2 MILE EAST OF
 DW1289'THE POST OFFICE IN EHRENBERG, ARIZONA.
 DW1289'
 DW1289'TO REACH THE STATION FROM THE POST OFFICE IN EHRENBERG, DRIVE WEST
 DW1289'ON U.S. HIGHWAY 60-70 FOR 0.35 MILE TO THE EAST END OF THE BRIDGE
 DW1289'OVER THE COLORADO RIVER.  WALK WEST TO THE CENTER OF THE BRIDGE
 DW1289'AND THE STATION.
 DW1289'
 DW1289'THE STATION IS MARKED BY A STANDARD DISK, STAMPED EHREN 1964,
 DW1289'CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF THE NORTH CURB
 DW1289'OF THE BRIDGE.  IT IS 14.6 FEET NORTH OF THE CENTER OF THE ROADBED
 DW1289'AND 2.5 FEET SOUTH OF NORTH EDGE OF THE TOP OF THE NORTH CUR
 DW1289'
 DW1289'REFERENCE MARK 1, A STANDARD DISK STAMPED EHREN NO 1 1964, IS
 DW1289'CEMENTED IN A HOLE FLUSH WITH THE SURFACE OF THE TOP OF THE NORTH
 DW1289'CURB OF THE BRIDGE.  IT IS 31.5 FEET WEST OF THE EAST END OF
 DW1289'THE NORTH GUARD RAIL OF THE BRIDGE, 15.0 FEET NORTH OF THE CENTER
 DW1289'OF THE BRIDGE AND 0.4-FOOT NORTH OF THE SOUTH EDGE OF THE NORTH
 DW1289'CUR
 DW1289'
 DW1289'REFERENCE MARK 2, A STANDARD DISK STAMPED EHREN NO 2 1964, IS
 DW1289'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE TOP OF
 DW1289'THE NORTH CURB OF THE BRIDGE.  IT IS 30.5 FEET EAST OF THE WEST
 DW1289'END OF THE NORTH GUARD RAIL OF THE BRIDGE, 14.5 FEET NORTH OF
 DW1289'THE CENTER OF THE BRIDGE AND 0.3-FOOT NORTH OF THE SOUTH EDGE
 DW1289'OF THE NORTH CUR
 DW1289'
 DW1289'A TRAVERSE CONNECTION WAS MADE TO POINT NO. 13.  IT IS A STANDARD
 DW1289'STATION MARK DISK, STAMPED POINT NO. 13 1964, CEMENTED IN A DRILL
 DW1289'HOLE IN THE CENTER OF THE CONCRETE ROADBED AT THE CENTER OF
 DW1289'THE CENTER SPAN OF THE BRIDGE.
 DW1289'
 DW1289'BECAUSE OF FLEXING AND TILTING OF THE BRIDGE IT WAS NECESSARY
 DW1289'TO STOP ALL TRAFFIC WHILE OBSERVATIONS WERE BEING MADE.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW1289'THE STATION, RM 1 AND RM 2 WERE FOUND AS DESCRIBED.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW1289'THE STATION WAS RECOVERED AS DECRIBED IN 1964.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW1289'0.2 KM (0.1 MI) WEST FROM EHRENBERG.
 DW1289'0.2 KM (0.1 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1289'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, SET IN THE
 DW1289'WALKWAY ON THE NORTH SIDE OF THE HIGHWAY BRIDGE, 4.3 METERS (14.1 FT)
 DW1289'EAST OF THE CALIFORNIA-ARIZONA STATE LINE SIGN, 4.6 METERS (15.1 FT)
 DW1289'NORTH OF A TRIANGULATION STATION DISK STAMPED POINT NO 13 1964, 1.35
 DW1289'METERS (4.5 FT) WEST OF THE NORTHEAST CORNER OF A 3 X 7 FOOT STEEL
 DW1289'ACCESS PLATE IN THE BRIDGE, 0.7 METERS (2.3 FT) SOUTH OF THE NORTH
 DW1289'EDGE OF THE BRIDGE.
 DW1289'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1290 ***********************************************************************
 DW1290  DESIGNATION -  EHREN RM 1
 DW1290  PID         -  DW1290
 DW1290  STATE/COUNTY-  AZ/LA PAZ
 DW1290  USGS QUAD   -  BLYTHE (1975)
 DW1290
 DW1290                         *CURRENT SURVEY CONTROL
 DW1290  ___________________________________________________________________
 DW1290* NAD 83(1986)-  33 36 16.     (N)    114 31 45.     (W)     SCALED    
 DW1290* NAVD 88     -        93.005  (meters)     305.13   (feet)  ADJUSTED  
 DW1290  ___________________________________________________________________
 DW1290  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW1290  DYNAMIC HT  -          92.903 (meters)     304.80  (feet)  COMP
 DW1290  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DW1290
 DW1290  VERT ORDER  -  FIRST     CLASS II
 DW1290
 DW1290.The horizontal coordinates were scaled from a topographic map and have
 DW1290.an estimated accuracy of +/- 6 seconds.
 DW1290
 DW1290.The orthometric height was determined by differential leveling
 DW1290.and adjusted by the National Geodetic Survey in June 1991..
 DW1290
 DW1290.The geoid height was determined by GEOID03.
 DW1290
 DW1290.The dynamic height is computed by dividing the NAVD 88
 DW1290.geopotential number by the normal gravity value computed on the
 DW1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1290.degrees latitude (g = 980.6199 gals.).
 DW1290
 DW1290.The modeled gravity was interpolated from observed gravity values.
 DW1290
 DW1290;                    North         East    Units  Estimated Accuracy
 DW1290;SPC AZ W     -   289,070.      141,050.      MT  (+/- 180 meters Scaled)
 DW1290
 DW1290                          SUPERSEDED SURVEY CONTROL
 DW1290
 DW1290.No superseded survey control is available for this station.
 DW1290
 DW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT292210(NAD 83)
 DW1290_MARKER: DR = REFERENCE MARK DISK
 DW1290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1290_SP_SET: BRIDGE ABUTMENT
 DW1290_STAMPING: EHREN NO 1 1964
 DW1290_MARK LOGO: CGS   
 DW1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1290
 DW1290  HISTORY     - Date     Condition        Report By
 DW1290  HISTORY     - 1964     MONUMENTED       CGS
 DW1290  HISTORY     - 1981     GOOD             NGS
 DW1290
 DW1290                          STATION DESCRIPTION
 DW1290
 DW1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1290'IN EHRENBERG.
 DW1290'IN EHRENBERG,SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 DW1290'INTERSTATE HIGHWAY 10 BRIDGE OVER THE COLORADO RIVER, 0.3 KM (0.2 MI)
 DW1290'EAST OF REFERENCE MARK EHREN RM 2, 159.8 METERS (525 FT) EAST OF THE
 DW1290'TRIANGULATION STATION, 10.0 METERS (32.8 FT) WEST OF THE EAST END OF
 DW1290'THE ABUTMENT, 0.7 METERS (2.3 FT) SOUTH OF THE NORTH EDGE OF THE
 DW1290'ABUTMENT, 0.35 METERS (1.2 FT) NORTH OF THE CENTERLINE OF THE WALKWAY.
 DW1290'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0712 ***********************************************************************
 DW0712  DESIGNATION -  EHRENBERG
 DW0712  PID         -  DW0712
 DW0712  STATE/COUNTY-  AZ/LA PAZ
 DW0712  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0712
 DW0712                         *CURRENT SURVEY CONTROL
 DW0712  ___________________________________________________________________
 DW0712* NAD 83(1992)-  33 36 12.03164(N)    114 29 26.36671(W)     ADJUSTED  
 DW0712* NAVD 88     -       144.22   (+/-2cm)     473.2    (feet)  VERTCON   
 DW0712  ___________________________________________________________________
 DW0712  EPOCH DATE  -        1991.35
 DW0712  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DW0712  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0712
 DW0712  HORZ ORDER  -  FIRST
 DW0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0712
 DW0712.The horizontal coordinates were established by classical geodetic methods
 DW0712.and adjusted by the National Geodetic Survey in June 1996..
 DW0712.The horizontal coordinates are valid at the epoch date displayed above.
 DW0712.The epoch date for horizontal control is a decimal equivalence
 DW0712.of Year/Month/Day.
 DW0712
 DW0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0712.The vertical order pertains to the NGVD 29 superseded value.
 DW0712
 DW0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0712
 DW0712.The geoid height was determined by GEOID03.
 DW0712
 DW0712;                    North         East     Units Scale Factor Converg.
 DW0712;SPC AZ W     -   288,916.946   144,621.955   MT  0.99999156   -0 24 35.7
 DW0712;SPC AZ W     -   947,890.24    474,481.48   iFT  0.99999156   -0 24 35.7
 DW0712;SPC CA 6     -   660,710.048 2,163,274.626   MT  0.99996516   +0 58 00.4
 DW0712;SPC CA 6     - 2,167,679.55  7,097,343.50   sFT  0.99996516   +0 58 00.4
 DW0712;UTM  11      - 3,720,999.619   732,832.952   MT  1.00026838   +1 23 21.8
 DW0712
 DW0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0712!SPC AZ W     -   0.99998247  x   0.99999156  =   0.99997403
 DW0712!SPC CA 6     -   0.99998247  x   0.99996516  =   0.99994763
 DW0712!UTM  11      -   0.99998247  x   1.00026838  =   1.00025084
 DW0712
 DW0712|---------------------------------------------------------------------|
 DW0712| PID    Reference Object                     Distance      Geod. Az  |
 DW0712|                                                           dddmmss.s |
 DW0712| CE9342 EHRENBERG RM 3                       12.180 METERS 01739     |
 DW0712| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX.13.3 KM 0950806.8 |
 DW0712| DW0713 EHRENBERG RM 1                        7.922 METERS 12339     |
 DW0712| CE9341 EHRENBERG RM 2                        6.593 METERS 21828     |
 DW0712| DW0985 RIPLEY WATER TANK                   APPROX.17.4 KM 2401005.7 |
 DW0712| DW0716 EHRENBERG AZ MK                                    2595505.3 |
 DW0712| DW0714 EHRENBERG RM 4                        8.600 METERS 26842     |
 DW0712| DW0981 BLYTHE WATER TANK                   APPROX.10.0 KM 2760102.9 |
 DW0712|---------------------------------------------------------------------|
 DW0712
 DW0712                          SUPERSEDED SURVEY CONTROL
 DW0712
 DW0712  NAD 83(1992)-  33 36 12.03194(N)    114 29 26.36733(W) AD(       ) 1
 DW0712  NAD 83(1986)-  33 36 12.03062(N)    114 29 26.37122(W) AD(       ) 1
 DW0712  NAD 27      -  33 36 11.94195(N)    114 29 23.53516(W) AD(       ) 1
 DW0712  NGVD 29 (??/??/??)  143.550  (m)          470.96   (f) ADJUSTED    2 0
 DW0712
 DW0712.Superseded values are not recommended for survey control.
 DW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0712.See file dsdata.txt to determine how the superseded data were derived.
 DW0712
 DW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3283321000(NAD 83)
 DW0712_MARKER: DD = SURVEY DISK
 DW0712_SETTING: 80 = SET IN A BOULDER
 DW0712_SP_SET: BOULDER
 DW0712_STAMPING: EHRENBERG
 DW0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0712+STABILITY: SURFACE MOTION
 DW0712
 DW0712  HISTORY     - Date     Condition        Report By
 DW0712  HISTORY     - 1935     MONUMENTED       USGS
 DW0712  HISTORY     - 1942     GOOD             CGS
 DW0712  HISTORY     - 1949     GOOD             CGS
 DW0712  HISTORY     - 1954     GOOD             USGS
 DW0712  HISTORY     - 1961     GOOD             AMS
 DW0712  HISTORY     - 1962     GOOD             CGS
 DW0712  HISTORY     - 1962     GOOD             NGS
 DW0712  HISTORY     - 1964     GOOD             CGS
 DW0712  HISTORY     - 1966     GOOD             CGS
 DW0712  HISTORY     - 1971     GOOD             NGS
 DW0712  HISTORY     - 1981     GOOD             NGS
 DW0712  HISTORY     - 1981     GOOD             NGS
 DW0712  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0712
 DW0712                          STATION DESCRIPTION
 DW0712
 DW0712'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 DW0712'STATION IS ON A GENTLE SLOPING RIDGE ON THE N BANK OF WEAVER
 DW0712'WASH WHICH ENTERS THE COLORADO RIVER 1/4 MILE N OF EHRENBERG.
 DW0712'STATION IS ABOUT 2-1/2 MILES E OF EHRENBERG AND 1-1/2 MILES
 DW0712'S OF U.S. HIGHWAY 60 AT ITS NEAREST POINT.  STATION IS ABOUT 75
 DW0712'FEET E OF THE EDGE OF THE GRAVEL BANKS WHERE THEY BREAK OFF
 DW0712'INTO A STEEP SLOPE INTO WEAVER WASH.
 DW0712'
 DW0712'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD U.S.G.S.
 DW0712'DISKS SET IN THE TOP OF A CONCRETE CYLINDER.  THE REFERENCE
 DW0712'MARKS ARE IN PLACE.
 DW0712'
 DW0712'ONE ADDITIONAL REFERENCE MARK WAS SET WHICH IS A STANDARD
 DW0712'BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 DW0712'
 DW0712'WATER TANKS AT BLYTHE AND RIPLEY ARE BOTH GOOD AZIMUTH MARKS.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA QUARANTINE STATION AT EHRENBERG GO E
 DW0712'ON U.S. HIGHWAY 60 FOR 0.5 MILE, TURN RIGHT (S) OFF THE HIGHWAY.
 DW0712'THIS IS THE CIBOLA ROAD.  FOLLOW THIS ROAD 1.7 MILES.  STATION
 DW0712'CAN BE SEEN 1/4 MILE E OF HERE.  TRUCK CAN BE DRIVEN E TO THE
 DW0712'BASE OF THE GRAVEL BANKS.  A 5-MINUTE WALK FROM THE BASE OF
 DW0712'GRAVEL BANKS TO THE STATION.
 DW0712'
 DW0712'A 15-FOOT QUADRAPOD OF THE GEOLOGICAL SURVEY IS IN PLACE OVER
 DW0712'THE STATION.
 DW0712
 DW0712                          STATION RECOVERY (1942)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 DW0712'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  DESCRIPTION
 DW0712'ADEQUATE.
 DW0712
 DW0712                          STATION RECOVERY (1949)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0712'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 DW0712'WITH THE EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO. 1
 DW0712'(USGS).  THE CORRECT DIRECTION IS GIVEN BELOW.  THE SPELLING OF
 DW0712'THE NAME EHRENBERG WAS PICKED UP INCORRECTLY IN 1935.  ALL
 DW0712'MARKS ARE STAMPED BERG INSTEAD OF BURG.  A NEW TO REACH IS GIVEN
 DW0712'BELOW, DUE TO THE CHANGING OF U.S. HIGHWAY 60 AND 70.  AN
 DW0712'AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 DW0712'
 DW0712'STATION IS LOCATED ABOUT 2-1/2 MILES AIR LINE EAST OF EHRENBERG,
 DW0712'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 60 AND 70, ON RIDGE ON
 DW0712'THE NORTH SIDE OF WEAVER WASH, ABOUT 75 FEET EAST OF THE EDGE
 DW0712'OF THE GRAVEL BANKS AT THE EDGE OF WEAVER WASH, STATION MARK
 DW0712'IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE
 DW0712'IN A BOULDER, PROJECTS 2 INCHES, AND STAMPED, EHRENBERG.
 DW0712'
 DW0712'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 DW0712'THE TOP OF A CONCRETE CYLINDER, ABOUT THE SAME ELEVATION
 DW0712'AS STATION, PROJECTS 6 INCHES, AND STAMPED, EHRENBERG REF MARK
 DW0712'NO 1.
 DW0712'
 DW0712'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 DW0712'THE TOP OF A CONCRETE CYLINDER, ABOUT THE SAME ELEVATION AS
 DW0712'STATION, PROJECTS 6 INCHES, AND STAMPED, EHRENBERG REF MARK NO 2.
 DW0712'
 DW0712'REFERENCE MARK NO. 3 IS ABOUT 6 INCHES LOWER THAN STATION,
 DW0712'PROJECTS 2 INCHES, AND STAMPED, EHRENBERG
 DW0712'NO 3 1935.
 DW0712'
 DW0712'AZIMUTH MARK IS LOCATED ABOUT 150 FEET NORTH OF PIPELINE,
 DW0712'11 PACES WEST OF CENTER LINE OF ROAD LEADING TO STATION, 4
 DW0712'FEET SOUTHWEST OF A WHITE WITNESS POST,
 DW0712'PROJECTS 4 INCHES, AND STAMPED, EHRENBERG 1948.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA QUARANTINE STATION IN EHRENBERG, GO
 DW0712'EAST ON U.S. HIGHWAY 60 AND 70 FOR 1.3 MILE TO A SIDE ROAD
 DW0712'RIGHT.  TURN RIGHT AND GO 0.25 MILE TO AZIMUTH MARK ON RIGHT
 DW0712'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.05 MILE TO GAS PIPE
 DW0712'LINE.  TURN LEFT AND GO 0.5 MILE TO TOP OF BANK ON NORTH SIDE OF
 DW0712'WASH.  TURN RIGHT ON TRACK ROAD AND GO 0.35 MILE TO TOP OF
 DW0712'FIRST RISE AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 DW0712'
 DW0712'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0712
 DW0712                          STATION RECOVERY (1954)
 DW0712
 DW0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0712'RECOVERED IN GOOD CONDITION.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA INSPECTION STATION, DRIVE 1.7 MI E. ON
 DW0712'US HWY. 60 AND 70.  TURN RIGHT OFF HWY. AND GO CROSS COUNTRY 0.5
 DW0712'MI SW., GO ALONG RIDGE 0.4 MI E. TO STATION.
 DW0712
 DW0712                          STATION RECOVERY (1961)
 DW0712
 DW0712'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DW0712'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DW0712
 DW0712                          STATION RECOVERY (1962)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0712'STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS
 DW0712'NO. 1 AND NO. 3 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 DW0712'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED AND MARK WAS
 DW0712'FOUND AT STATION SITE.  R.M. NO. 4 WAS ESTABLISHED.  THE DISTANCE
 DW0712'AND DIRECTION TO ALL MARKS CHECKED.  A COMPLETE NEW DESCRIPTION
 DW0712'FOLLOWS--
 DW0712'
 DW0712'STATION IS LOCATED ABOUT 7 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0712'ABOUT 2-1/2 MILES EAST OF EHRENBERG AND ABOUT 1/4 MILE SOUTH
 DW0712'OF U.S. HIGHWAY 60 AND 70 ON RIDGE ON THE NORTH SIDE OF WEAVER
 DW0712'WASH.
 DW0712'
 DW0712'TO REACH FROM ARIZONA CHECK STATION AT EHRENBERG, GO EAST
 DW0712'ON U.S. HIGHWAY 60 AND 70 FOR 0.8 MILE TO A SIDE ROAD RIGHT AND
 DW0712'CATTLE GUARD, (AZIMUTH MARK IS SOUTHERLY DOWN ROAD FROM CATTLE
 DW0712'GUARD 0.3 MILE AND IS ON THE RIGHT SIDE OF ROAD), CONTINUE
 DW0712'EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.9 MILE TO TOP OF GRADE AND
 DW0712'WIRE GATE ON RIGHT, TURN RIGHT PASSING THROUGH GATE AND GO
 DW0712'SOUTHEASTERLY FOR 0.1 MILE TO PIPELINE, TURN RIGHT AND GO
 DW0712'WEST ON PIPELINE FOR 0.15 MILE, THENCE TURN LEFT AND GO SOUTH
 DW0712'AND SOUTHEAST FOR 0.2 MILE TO STATION AS DESCRIBED.
 DW0712'
 DW0712'STATION MARK, A (USGS) BENCH MARK BRONZE DISK SET IN A DRILL
 DW0712'HOLE IN TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES
 DW0712'AND IS STAMPED EHRENBERG.  THE MARK IS 40 FEET NORTH OF EDGE OF
 DW0712'EMBANKMENT OF WEAVER WASH AND 5.7 FEET SOUTH OF THE WITNESS
 DW0712'POST.
 DW0712'
 DW0712'REFERENCE MARK 1, A (USGS) BRONZE DISK SET IN TOP OF A
 DW0712'CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES.  THE DISK
 DW0712'IS STAMPED EHRENBERG REF MARK NO 1.  THE MARK IS ABOUT SAME
 DW0712'ELEVATION AS STATION, 37 FEET NORTH OF EDGE OF EMBANKMENT OF
 DW0712'WEAVER WASH AND 29.3 FEET SOUTHEAST OF THE WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED EHRENBERG
 DW0712'NO 3 1935 IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0712'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER
 DW0712'IN ELEVATION THAN THE STATION, 78 FEET NORTH OF THE EDGE OF
 DW0712'EMBANKMENT OF WEAVER WASH AND 34.5 FEET NORTH-NORTHEAST OF THE
 DW0712'WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED EHRENBERG NO
 DW0712'4 1935 IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DW0712'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 DW0712'IS 33 FEET NORTH OF EDGE OF EMBANKMENT OF WEAVER WASH, 29.2 FEET
 DW0712'WEST-SOUTHWEST OF THE WITNESS POST AND IS ABOUT THE SAME
 DW0712'ELEVATION AS STATION.
 DW0712'
 DW0712'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EHRENBERG 1948,
 DW0712'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 DW0712'MEASURES 1 BY 2 FEET AND PROJECTS ABOUT 5 INCHES.  THE MARK IS
 DW0712'ABOUT 150 FEET NORTH OF PIPELINE, 43 FEET SOUTH OF CENTER OF ROAD
 DW0712'AND 5 FEET SOUTHEAST OF THE WITNESS POST.
 DW0712'
 DW0712'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0712
 DW0712                          STATION RECOVERY (1962)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0712'2.6 MI SE FROM EHRENBERG.
 DW0712'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0712'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0712'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING,
 DW0712'THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL
 DW0712'AND THE JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH
 DW0712'ALONG THE TRACK ROAD, NEAR THE EDGE OF A BLUFF, SET IN TOP OF A
 DW0712'1 BY 1.5 FOOT ROCK PROJECTING 2 INCHES, 38 FEET NORTH OF THE
 DW0712'EDGE OF THE BLUFF, 5.7 FEET SOUTH OF A WITNESS POST.
 DW0712
 DW0712                          STATION RECOVERY (1964)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0712'STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE AZIMUTH MARK
 DW0712'WERE RECOVERED IN GOOD CONDITION WITH NO DISPLACEMENT NOTED.
 DW0712'DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DW0712'
 DW0712'THE STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES EAST OF
 DW0712'EHRENBERG AND 1/4 MILE SOUTH OF U.S. HIGHWAY 60 AND 70.
 DW0712'
 DW0712'TO REACH THE STATION FROM THE ARIZONA INSPECTION STATION IN
 DW0712'EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.85 MILE TO A
 DW0712'GRAVEL SIDE ROAD RIGHT AND SIGN CEBOLTURN RIGHT AND GO SOUTH
 DW0712'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 DW0712'THE RIGHT.  CONTINUE SOUTH ON THE ROAD FOR 0.05 MILE TO A
 DW0712'CROSSROAD.  TURN LEFT AND GO EAST ON BLADED ROAD FOR 0.55 MILE
 DW0712'TO THE TOP OF A MESA AND A TRACK ROAD RIGHT.  TURN RIGHT AND
 DW0712'GO SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO THE SOUTH EDGE OF
 DW0712'THE MESA AND THE STATION.
 DW0712'
 DW0712'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 DW0712'EHRENBERG, CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 DW0712'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DW0712'55 FEET NORTH OF THE SOUTH EDGE OF THE MESA AND 5 FEET SOUTH OF
 DW0712'A METAL WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 DW0712'STAMPED EHRENBERG REF MARK NO 1, SET IN THE TOP OF A ROUND
 DW0712'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 DW0712'SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 DW0712'IS 19 FEET NORTH OF THE SOUTH EDGE OF THE MESA.
 DW0712'
 DW0712'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EHRENBERG NO 3 1935,
 DW0712'CEMENTED IN A DRILL HOLE IN A 6 BY 6 INCH BOULDER WHICH PROJECTS
 DW0712'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET NORTH
 DW0712'OF THE SOUTH EDGE OF THE MESA AND ABOUT THE SAME ELEVATION AS
 DW0712'THE STATION.
 DW0712'
 DW0712'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED EHRENBERG NO 4
 DW0712'1935, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST WHICH
 DW0712'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 106
 DW0712'FEET NORTH OF THE SOUTH EDGE OF THE MESA AND THE SAME ELEVATION
 DW0712'AS THE STATION.
 DW0712'
 DW0712'AZIMUTH MARK IS A STANDARD DISK, STAMPED EHRENBERG 1948, CEMENTED
 DW0712'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 DW0712'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET WEST OF
 DW0712'THE CENTER OF A GRADED ROAD AND 4 FEET SOUTHWEST OF A 4 BY 4
 DW0712'FOOT WHITE WITNESS POST.
 DW0712
 DW0712                          STATION RECOVERY (1966)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (KFB)
 DW0712'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DW0712'NUMBER 3, REFERENCE MARK NUMBER 4 AND THE AZIMUTH MARK WERE
 DW0712'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 DW0712'TO REACH THE STATION FOLLOWS.
 DW0712'
 DW0712'TO REACH THE STATION FROM THE ARIZONA QUARANTINE STATION JUST
 DW0712'EAST OF EHRENBERG, GO EAST ON INTERSTATE 10 AND U.S. HIGHWAY
 DW0712'95 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 DW0712'ON A GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DW0712'(JUST BEFORE REACHING A PIPELINE), CONTINUE EASTERLY ON THE
 DW0712'GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT (THIS ROAD FOLLOWS
 DW0712'THE PIPELINE).  TURN LEFT AND GO NORTHEAST ON THE PIPELINE
 DW0712'ROAD FOR 0.5 MILE TO THE TOP OF RIDGE.  TURN RIGHT AND FOLLOW
 DW0712'THE RIDGE ROAD FOR 0.3 MILE AND THE STATION.
 DW0712'
 DW0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DW0712'EAST OF EHRENBERG AND ABOUT 0.2 MILE SOUTH OF INTERSTATE 10 AND
 DW0712'U.S. HIGHWAY 95.
 DW0712
 DW0712                          STATION RECOVERY (1971)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RLE)
 DW0712'EHRENBERG-STATION AND REFERENCE MARK NUMBERS 1, 3 AND 4 WERE
 DW0712'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0712'THE STATION, RMS AND AZIMUTH MARK WERE FOUND AS DESCRIBED.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0712'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DW0712'DESCRIBED AND FOUND IN GOOD CONDITION.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0712'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0716 ***********************************************************************
 DW0716  DESIGNATION -  EHRENBERG AZ MK
 DW0716  PID         -  DW0716
 DW0716  STATE/COUNTY-  AZ/LA PAZ
 DW0716  USGS QUAD   -  BLYTHE (1975)
 DW0716
 DW0716                         *CURRENT SURVEY CONTROL
 DW0716  ___________________________________________________________________
 DW0716* NAD 83(1986)-  33 36 06.     (N)    114 30 12.     (W)     SCALED    
 DW0716* NAVD 88     -       108.17   (+/-2cm)     354.9    (feet)  VERTCON   
 DW0716  ___________________________________________________________________
 DW0716  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DW0716
 DW0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0716
 DW0716.The horizontal coordinates were scaled from a topographic map and have
 DW0716.an estimated accuracy of +/- 6 seconds.
 DW0716
 DW0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0716.The vertical order pertains to the NGVD 29 superseded value.
 DW0716
 DW0716.The geoid height was determined by GEOID03.
 DW0716
 DW0716;                    North         East    Units  Estimated Accuracy
 DW0716;SPC AZ W     -   288,740.      143,440.      MT  (+/- 180 meters Scaled)
 DW0716
 DW0716                          SUPERSEDED SURVEY CONTROL
 DW0716
 DW0716  NGVD 29 (??/??/??)  107.498  (m)          352.68   (f) ADJUSTED    2 0
 DW0716
 DW0716.Superseded values are not recommended for survey control.
 DW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0716.See file dsdata.txt to determine how the superseded data were derived.
 DW0716
 DW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT316207(NAD 83)
 DW0716_MARKER: DZ = AZIMUTH MARK DISK
 DW0716_SETTING: 80 = SET IN A BOULDER
 DW0716_SP_SET: BOULDER
 DW0716_STAMPING: EHRENBERG 1948
 DW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0716+STABILITY: SURFACE MOTION
 DW0716
 DW0716  HISTORY     - Date     Condition        Report By
 DW0716  HISTORY     - 1948     MONUMENTED       CGS
 DW0716  HISTORY     - 1962     GOOD             NGS
 DW0716  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0716
 DW0716                          STATION DESCRIPTION
 DW0716
 DW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0716'1.6 MI SE FROM EHRENBERG.
 DW0716'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0716'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER,
 DW0716'THENCE 0.25 MILE SOUTHEAST AONG A GRAVEL ROAD, ABOUT 0.05 MILE
 DW0716'NORTHWEST OF A PIPELINE CROSSING, SET IN TOP OF A 1.5 BY 2.5
 DW0716'FOOT ROCK WHICH PROJECTS ABOUT 0.5 FOOT, 40 FEET SOUTHWEST OF
 DW0716'THE CENTER OF THE ROAD, 6.0 FEET SOUTH OF A WITNESS POST, ABOUT
 DW0716'2 FEET ABOVE THE LEVEL OF THE ROAD.
 DW0716
 DW0716                          STATION RECOVERY (1981)
 DW0716
 DW0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0716'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0713 ***********************************************************************
 DW0713  DESIGNATION -  EHRENBERG RM 1
 DW0713  PID         -  DW0713
 DW0713  STATE/COUNTY-  AZ/LA PAZ
 DW0713  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0713
 DW0713                         *CURRENT SURVEY CONTROL
 DW0713  ___________________________________________________________________
 DW0713* NAD 83(1986)-  33 36 11.     (N)    114 29 26.     (W)     SCALED    
 DW0713* NAVD 88     -       144.26   (+/-2cm)     473.3    (feet)  VERTCON   
 DW0713  ___________________________________________________________________
 DW0713  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0713
 DW0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0713
 DW0713.The horizontal coordinates were scaled from a topographic map and have
 DW0713.an estimated accuracy of +/- 6 seconds.
 DW0713
 DW0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0713.The vertical order pertains to the NGVD 29 superseded value.
 DW0713
 DW0713.The geoid height was determined by GEOID03.
 DW0713
 DW0713;                    North         East    Units  Estimated Accuracy
 DW0713;SPC AZ W     -   288,890.      144,630.      MT  (+/- 180 meters Scaled)
 DW0713
 DW0713                          SUPERSEDED SURVEY CONTROL
 DW0713
 DW0713  NGVD 29 (??/??/??)  143.581  (m)          471.07   (f) ADJUSTED    2 0
 DW0713
 DW0713.Superseded values are not recommended for survey control.
 DW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0713.See file dsdata.txt to determine how the superseded data were derived.
 DW0713
 DW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT328209(NAD 83)
 DW0713_MARKER: DR = REFERENCE MARK DISK
 DW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0713_STAMPING: EHRENBERG REF MARK NO 1
 DW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0713+STABILITY: SURFACE MOTION
 DW0713
 DW0713  HISTORY     - Date     Condition        Report By
 DW0713  HISTORY     - UNK      MONUMENTED       USGS
 DW0713  HISTORY     - 1962     GOOD             NGS
 DW0713  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0713
 DW0713                          STATION DESCRIPTION
 DW0713
 DW0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0713'2.6 MI SE FROM EHRENBERG.
 DW0713'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE EAST
 DW0713'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.3
 DW0713'MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING,
 DW0713'THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL
 DW0713'AND THE JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH ALONG
 DW0713'THE TRACK ROAD TO THE EDGE OF A BLUFF, 42 FEET NORTH OF THE
 DW0713'EDGE OF THE BLUFF, 26.1 FEET SOUTHEAST OF EHRENBERG, 29.5 FEET
 DW0713'SOUTHEAST OF A WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DW0713'PROJECTING 6 INCHES.
 DW0713
 DW0713                          STATION RECOVERY (1981)
 DW0713
 DW0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0713'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0714 ***********************************************************************
 DW0714  DESIGNATION -  EHRENBERG RM 4
 DW0714  PID         -  DW0714
 DW0714  STATE/COUNTY-  AZ/LA PAZ
 DW0714  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0714
 DW0714                         *CURRENT SURVEY CONTROL
 DW0714  ___________________________________________________________________
 DW0714* NAD 83(1986)-  33 36 12.     (N)    114 29 27.     (W)     SCALED    
 DW0714* NAVD 88     -       144.02   (+/-2cm)     472.5    (feet)  VERTCON   
 DW0714  ___________________________________________________________________
 DW0714  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0714
 DW0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0714
 DW0714.The horizontal coordinates were scaled from a topographic map and have
 DW0714.an estimated accuracy of +/- 6 seconds.
 DW0714
 DW0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0714.The vertical order pertains to the NGVD 29 superseded value.
 DW0714
 DW0714.The geoid height was determined by GEOID03.
 DW0714
 DW0714;                    North         East    Units  Estimated Accuracy
 DW0714;SPC AZ W     -   288,920.      144,610.      MT  (+/- 180 meters Scaled)
 DW0714
 DW0714                          SUPERSEDED SURVEY CONTROL
 DW0714
 DW0714  NGVD 29 (??/??/??)  143.345  (m)          470.29   (f) ADJUSTED    2 0
 DW0714
 DW0714.Superseded values are not recommended for survey control.
 DW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0714.See file dsdata.txt to determine how the superseded data were derived.
 DW0714
 DW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT328209(NAD 83)
 DW0714_MARKER: DR = REFERENCE MARK DISK
 DW0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0714_STAMPING: EHRENBERG NO 4 1935
 DW0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0714+STABILITY: SURFACE MOTION
 DW0714
 DW0714  HISTORY     - Date     Condition        Report By
 DW0714  HISTORY     - 1962     MONUMENTED       CGS
 DW0714  HISTORY     - 1962     GOOD             NGS
 DW0714  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0714
 DW0714                          STATION DESCRIPTION
 DW0714
 DW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0714'2.6 MI SE FROM EHRENBERG.
 DW0714'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0714'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.3
 DW0714'MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING, THENCE
 DW0714'0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL AND THE
 DW0714'JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH ALONG THE
 DW0714'TRACK ROAD TO THE EDGE OF A BLUFF, 32 FEET NORTH OF THE EDGE OF
 DW0714'THE BLUFF, 28.2 FEET WEST OF EHRENBERG, 29.3 FEET WEST OF A
 DW0714'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DW0714'INCH.
 DW0714
 DW0714                          STATION RECOVERY (1981)
 DW0714
 DW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0714'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2232 ***********************************************************************
 DV2232  DESIGNATION -  EL
 DV2232  PID         -  DV2232
 DV2232  STATE/COUNTY-  AZ/MARICOPA
 DV2232  USGS QUAD   -  EL MIRAGE (1982)
 DV2232
 DV2232                         *CURRENT SURVEY CONTROL
 DV2232  ___________________________________________________________________
 DV2232* NAD 83(1992)-  33 37 23.34115(N)    112 19 47.89235(W)     ADJUSTED  
 DV2232* NAVD 88     -       354.4    (meters)    1163.     (feet)  VERTCON   
 DV2232  ___________________________________________________________________
 DV2232  X           -  -2,020,061.007 (meters)                     COMP
 DV2232  Y           -  -4,918,088.533 (meters)                     COMP
 DV2232  Z           -   3,511,896.082 (meters)                     COMP
 DV2232  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DV2232  ELLIP HEIGHT-         324.58  (meters)          (06/11/02) GPS OBS
 DV2232  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV2232
 DV2232  HORZ ORDER  -  FIRST
 DV2232  ELLP ORDER  -  FOURTH    CLASS II
 DV2232
 DV2232.The horizontal coordinates were established by GPS observations
 DV2232.and adjusted by the National Geodetic Survey in August 1993..
 DV2232
 DV2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2232
 DV2232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2232
 DV2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2232
 DV2232.The ellipsoidal height was determined by GPS observations
 DV2232.and is referenced to NAD 83.
 DV2232
 DV2232.The geoid height was determined by GEOID03.
 DV2232
 DV2232;                    North         East     Units Scale Factor Converg.
 DV2232;SPC AZ C     -   290,934.830   175,012.970   MT  0.99991812   -0 13 43.9
 DV2232;SPC AZ C     -   954,510.60    574,189.53   iFT  0.99991812   -0 13 43.9
 DV2232;UTM  12      - 3,721,165.816   376,636.121   MT  0.99978762   -0 44 11.5
 DV2232
 DV2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2232!SPC AZ C     -   0.99994905  x   0.99991812  =   0.99986717
 DV2232!UTM  12      -   0.99994905  x   0.99978762  =   0.99973668
 DV2232
 DV2232                          SUPERSEDED SURVEY CONTROL
 DV2232
 DV2232  ELLIP H (08/23/93)  324.72   (m)                       GP(       ) 4 2
 DV2232  NAD 83(1986)-  33 37 23.33648(N)    112 19 47.89806(W) AD(       ) 1
 DV2232  NGVD 29 (09/11/89)  353.8    (m)         1161.     (f) GPS OBS        
 DV2232
 DV2232.Superseded values are not recommended for survey control.
 DV2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2232.See file dsdata.txt to determine how the superseded data were derived.
 DV2232
 DV2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7663621166(NAD 83)
 DV2232_MARKER: DD = SURVEY DISK
 DV2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2232+STABILITY: SURFACE MOTION
 DV2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2232+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2232
 DV2232  HISTORY     - Date     Condition        Report By
 DV2232  HISTORY     - 1986     MONUMENTED       AZDT
 DV2232  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV2232
 DV2232                          STATION DESCRIPTION
 DV2232
 DV2232'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2232'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) NORTHWEST OF
 DV2232'YOUNGTOWN, ARIZONA.
 DV2232'
 DV2232'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND
 DV2232'111TH AVENUE, GO WEST-NORTHWEST ON GRAND AVENUE FOR 3.97 KM (2.45
 DV2232'MI) TO THE STATION ON THE RIGHT (NORTHEAST).
 DV2232'
 DV2232'THE STATION IS A STANDARD A.G.S. DISK
 DV2232'STAMPED---EL 1986---,
 DV2232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2232'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2232'1.13 METERS (3.7 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2232'1.04 METERS (3.4 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2232'24.38 METERS (80.0 FT) NORTHEAST FROM THE CENTERLINE OF GRAND
 DV2232'AVENUE,
 DV2232'12.80 METERS (42.0 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE MAIN
 DV2232'RAILROAD TRACKS ACROSS FROM SUNWEST FUNERAL HOME.
 DV2232'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2232'STAMPED---EL 1986---,
 DV2232'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2232
 DV2232                          STATION RECOVERY (2001)
 DV2232
 DV2232'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV2232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0859 ***********************************************************************
 FR0859  DESIGNATION -  EL PASO
 FR0859  PID         -  FR0859
 FR0859  STATE/COUNTY-  AZ/COCONINO
 FR0859  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0859
 FR0859                         *CURRENT SURVEY CONTROL
 FR0859  ___________________________________________________________________
 FR0859* NAD 83(1992)-  35 18 47.02873(N)    112 03 53.74802(W)     ADJUSTED  
 FR0859* NAVD 88     -      2199.0    (meters)    7215.     (feet)  VERTCON   
 FR0859  ___________________________________________________________________
 FR0859  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 FR0859  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FR0859
 FR0859  HORZ ORDER  -  SECOND
 FR0859
 FR0859.The horizontal coordinates were established by classical geodetic methods
 FR0859.and adjusted by the National Geodetic Survey in August 1993..
 FR0859
 FR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0859
 FR0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0859
 FR0859.The geoid height was determined by GEOID03.
 FR0859
 FR0859;                    North         East     Units Scale Factor Converg.
 FR0859;SPC AZ C     -   478,313.173   199,878.406   MT  0.99990224   -0 05 08.5
 FR0859;SPC AZ C     - 1,569,268.94    655,769.05   iFT  0.99990224   -0 05 08.5
 FR0859;UTM  12      - 3,908,281.592   403,193.078   MT  0.99971549   -0 36 56.2
 FR0859
 FR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0859!SPC AZ C     -   0.99965862  x   0.99990224  =   0.99956090
 FR0859!UTM  12      -   0.99965862  x   0.99971549  =   0.99937421
 FR0859
 FR0859|---------------------------------------------------------------------|
 FR0859| PID    Reference Object                     Distance      Geod. Az  |
 FR0859|                                                           dddmmss.s |
 FR0859| CH3110 EL PASO RM 1                          7.323 METERS 05016     |
 FR0859| FR0860 SITGREAVES MTN                      APPROX. 6.3 KM 0582421.5 |
 FR0859| CH3111 EL PASO RM 2                          6.138 METERS 33715     |
 FR0859|---------------------------------------------------------------------|
 FR0859
 FR0859                          SUPERSEDED SURVEY CONTROL
 FR0859
 FR0859  NAD 83(1986)-  35 18 47.02657(N)    112 03 53.74454(W) AD(       ) 2
 FR0859  NAD 27      -  35 18 46.99100(N)    112 03 51.16290(W) AD(       ) 2
 FR0859  NGVD 29 (07/19/86) 2198.0    (m)         7211.     (f) VERT ANG       
 FR0859
 FR0859.Superseded values are not recommended for survey control.
 FR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0859.See file dsdata.txt to determine how the superseded data were derived.
 FR0859
 FR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0319308282(NAD 83)
 FR0859_MARKER: DS = TRIANGULATION STATION DISK
 FR0859_SETTING: 80 = SET IN A BOULDER
 FR0859_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0859
 FR0859  HISTORY     - Date     Condition        Report By
 FR0859  HISTORY     - 1958     MONUMENTED       CGS
 FR0859
 FR0859                          STATION DESCRIPTION
 FR0859
 FR0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0859'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF WILLIAMS
 FR0859'NEAR A MICRO-WAVE TOWER.
 FR0859'
 FR0859'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO EAST
 FR0859'ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THEIR JUNCTION WITH
 FR0859'STATE HIGHWAY 64, CONTINUE AHEAD ON U.S. HIGHWAY 66 AND 89 FOR
 FR0859'5.2 MILES TO A T-ROAD AND CATTLE GUARD ON THE LEFT, TURN
 FR0859'LEFT, WEST, AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND
 FR0859'GO 3.2 MILES ON A GRAVELED ROAD TO A CROSSROAD AND THE EL
 FR0859'PASO NATURAL GAS CO. WILLIAMS COMPRESSOR STATION ON THE
 FR0859'LEFT, CONTINUE STRAIGHT AHEAD NORTH ON A TRACK ROAD AND GO
 FR0859'0.3 MILE TO A REVERSE Y-FORK, TURN LEFT, WEST, LEAVING THE
 FR0859'TRACK ROAD AND GO WESTERLY FOR 0.1 MILE TO A GRAVELED ROAD,
 FR0859'TURN RIGHT AND FOLLOW THE GRAVELED ROAD UPHILL FOR 0.5 MILE
 FR0859'TO A MICRO-WAVE STATION AT THE END OF THE ROAD AND THE
 FR0859'STATION AS DESCRIBED.
 FR0859'
 FR0859'THE STATION MARK, STAMPED EL PASO 1958, IS A STANDARD DISK
 FR0859'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FR0859'IT IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 FR0859'BLOCK BUILDING AND 6 FEET EAST OF A WITNESS SIGN POST.
 FR0859'
 FR0859'REFERENCE MARK NO. 1, STAMPED EL PASO NO 1 1958, IS A STANDARD
 FR0859'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0859'INCHES.  IT IS 80 FEET NORTH OF THE NORTHWEST CORNER OF A
 FR0859'CONCRETE BLOCK BUILDING AND 30 FEET NORTHEAST OF A WITNESS
 FR0859'SIGN POST.
 FR0859'
 FR0859'REFERENCE MARK NO. 2, STAMPED EL PASO NO 2 1958, IS A STANDARD
 FR0859'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0859'INCHES AND IS 21 FEET NORTH OF A WITNESS SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1992 ***********************************************************************
 CZ1992  DESIGNATION -  EL PASO GAS CO COMPRESS STA TK
 CZ1992  PID         -  CZ1992
 CZ1992  STATE/COUNTY-  AZ/PIMA
 CZ1992  USGS QUAD   -  WEST OF AVRA (1989)
 CZ1992
 CZ1992                         *CURRENT SURVEY CONTROL
 CZ1992  ___________________________________________________________________
 CZ1992* NAD 83(1992)-  32 21 42.84183(N)    111 22 24.85118(W)     ADJUSTED  
 CZ1992* NAVD 88     -                                                        
 CZ1992  ___________________________________________________________________
 CZ1992  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CZ1992  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1992
 CZ1992  HORZ ORDER  -  THIRD
 CZ1992
 CZ1992.The horizontal coordinates were established by classical geodetic methods
 CZ1992.and adjusted by the National Geodetic Survey in August 1993..
 CZ1992
 CZ1992
 CZ1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1992
 CZ1992.The geoid height was determined by GEOID03.
 CZ1992
 CZ1992;                    North         East     Units Scale Factor Converg.
 CZ1992;SPC AZ C     -   151,123.815   264,471.553   MT  0.99993220   +0 17 26.5
 CZ1992;SPC AZ C     -   495,813.04    867,688.82   iFT  0.99993220   +0 17 26.5
 CZ1992;UTM  12      - 3,580,612.112   464,853.532   MT  0.99961523   -0 11 59.9
 CZ1992
 CZ1992                          SUPERSEDED SURVEY CONTROL
 CZ1992
 CZ1992  NAD 83(1986)-  32 21 42.83741(N)    111 22 24.84940(W) AD(       ) 4
 CZ1992  NAD 27      -  32 21 42.58000(N)    111 22 22.47200(W) AD(       ) 3
 CZ1992
 CZ1992.Superseded values are not recommended for survey control.
 CZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1992.See file dsdata.txt to determine how the superseded data were derived.
 CZ1992
 CZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6485480612(NAD 83)
 CZ1992_MARKER: 53 = ELEVATED TANK
 CZ1992
 CZ1992  HISTORY     - Date     Condition        Report By
 CZ1992  HISTORY     - 1962     FIRST OBSERVED   CGS
 CZ1992
 CZ1992                          STATION DESCRIPTION
 CZ1992
 CZ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1992'THE STATION IS LOCATED 16 MILES WEST OF RILLITO, 9 MILES
 CZ1992'EAST-SOUTHEAST OF SILVER BELL, AT THE EL PASO NATURAL GAS
 CZ1992'CO.  COMPRESSOR STATION.
 CZ1992'
 CZ1992'IT IS A CYLINDRICAL TANK WITH A CONICAL SHAPPED ROOF, SUPPORTED
 CZ1992'BY A 4-LEGGED STEEL STRUCTURE WHICH IS PAINTED SILVER IN
 CZ1992'COLOR AND IS 90 HIGH, THE BALL AT THE APEX WAS THE POINT
 CZ1992'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0610 ***********************************************************************
 FP0610  DESIGNATION -  EL PASO WATER TANK
 FP0610  PID         -  FP0610
 FP0610  STATE/COUNTY-  AZ/APACHE
 FP0610  USGS QUAD   -  SUNRISE SPRINGS (1973)
 FP0610
 FP0610                         *CURRENT SURVEY CONTROL
 FP0610  ___________________________________________________________________
 FP0610* NAD 83(1992)-  35 33 16.56502(N)    109 43 27.96224(W)     ADJUSTED  
 FP0610* NAVD 88     -                                                        
 FP0610  ___________________________________________________________________
 FP0610  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FP0610  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 FP0610
 FP0610  HORZ ORDER  -  THIRD
 FP0610
 FP0610.The horizontal coordinates were established by classical geodetic methods
 FP0610.and adjusted by the National Geodetic Survey in August 1993..
 FP0610
 FP0610
 FP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0610
 FP0610.The geoid height was determined by GEOID03.
 FP0610
 FP0610;                    North         East     Units Scale Factor Converg.
 FP0610;SPC AZ E     -   505,188.654   253,452.454   MT  0.99991980   +0 15 25.7
 FP0610;SPC AZ E     - 1,657,443.09    831,536.92   iFT  0.99991980   +0 15 25.7
 FP0610;UTM  12      - 3,935,297.450   615,609.818   MT  0.99976470   +0 44 30.5
 FP0610
 FP0610                          SUPERSEDED SURVEY CONTROL
 FP0610
 FP0610  NAD 83(1986)-  35 33 16.56222(N)    109 43 27.96338(W) AD(       ) 4
 FP0610  NAD 27      -  35 33 16.51085(N)    109 43 25.56870(W) AD(       ) 3
 FP0610
 FP0610.Superseded values are not recommended for survey control.
 FP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0610.See file dsdata.txt to determine how the superseded data were derived.
 FP0610
 FP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1561035297(NAD 83)
 FP0610_MARKER: 51 = TANK
 FP0610
 FP0610  HISTORY     - Date     Condition        Report By
 FP0610  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FP0610
 FP0610                          STATION DESCRIPTION
 FP0610
 FP0610'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1354 ***********************************************************************
 FS1354  DESIGNATION -  EL PICO
 FS1354  PID         -  FS1354
 FS1354  STATE/COUNTY-  AZ/MOHAVE
 FS1354  USGS QUAD   -  CERBAT (1968)
 FS1354
 FS1354                         *CURRENT SURVEY CONTROL
 FS1354  ___________________________________________________________________
 FS1354* NAD 83(1992)-  35 21 58.24385(N)    114 14 15.78188(W)     ADJUSTED  
 FS1354* NAVD 88     -      1066.9    (meters)    3500.     (feet)  VERTCON   
 FS1354  ___________________________________________________________________
 FS1354  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS1354  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS1354
 FS1354  HORZ ORDER  -  SECOND
 FS1354
 FS1354.The horizontal coordinates were established by classical geodetic methods
 FS1354.and adjusted by the National Geodetic Survey in August 1993..
 FS1354
 FS1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1354
 FS1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1354
 FS1354.The geoid height was determined by GEOID03.
 FS1354
 FS1354;                    North         East     Units Scale Factor Converg.
 FS1354;SPC AZ W     -   484,320.800   169,039.222   MT  0.99995753   -0 16 56.3
 FS1354;SPC AZ W     - 1,588,979.00    554,590.62   iFT  0.99995753   -0 16 56.3
 FS1354;UTM  11      - 3,917,155.285   750,967.158   MT  1.00037627   +1 35 58.7
 FS1354
 FS1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1354!SPC AZ W     -   0.99983703  x   0.99995753  =   0.99979457
 FS1354!UTM  11      -   0.99983703  x   1.00037627  =   1.00021324
 FS1354
 FS1354|---------------------------------------------------------------------|
 FS1354| PID    Reference Object                     Distance      Geod. Az  |
 FS1354|                                                           dddmmss.s |
 FS1354| CS4804 EL PICO RM 1                         10.638 METERS 15014     |
 FS1354| CS4805 EL PICO RM 2                         10.647 METERS 32943     |
 FS1354| FS1066 CHLOR                               APPROX. 3.9 KM 3301146.6 |
 FS1354|---------------------------------------------------------------------|
 FS1354
 FS1354                          SUPERSEDED SURVEY CONTROL
 FS1354
 FS1354  NAD 83(1986)-  35 21 58.24085(N)    114 14 15.78066(W) AD(       ) 2
 FS1354  NGVD 29 (11/23/90) 1066.1    (m)         3498.     (f) VERT ANG       
 FS1354
 FS1354.Superseded values are not recommended for survey control.
 FS1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1354.See file dsdata.txt to determine how the superseded data were derived.
 FS1354
 FS1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5096717155(NAD 83)
 FS1354_MARKER: DS = TRIANGULATION STATION DISK
 FS1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1354+STABILITY: SURFACE MOTION
 FS1354
 FS1354  HISTORY     - Date     Condition        Report By
 FS1354  HISTORY     - 1981     MONUMENTED       AZDT
 FS1354
 FS1354                          STATION DESCRIPTION
 FS1354
 FS1354'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1354'THE STATION IS LOCATED 16 MILES NORTHWEST OF KINGMAN, 4 MILES
 FS1354'SOUTHWEST OF CHLORIDE AND ALONG ARIZONA HIGHWAY 93.
 FS1354'
 FS1354'THE STATION MARK IS A STANDARD DISK STAMPED, EL PICO 1981.  IT IS SET
 FS1354'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 96 FEET SOUTHWEST OF THE
 FS1354'HIGHWAY AND 4 FEET NORTHEAST OF THE WITNESS POST.
 FS1354'
 FS1354'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, EL PICO RM 1 1981.  IT IS
 FS1354'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1354'
 FS1354'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, EL PICO RM 2 1981.  IT IS
 FS1354'SET IN TOP OF A 12 INCH CONCRETE MONUMENT.
 FS1354'
 FS1354'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1354'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ON US 66
 FS1354'FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 10 TRAFFIC INTERCHANGE.
 FS1354'TRAVEL NORTH ALONG US 93 FOR 13.5 MILES TO SANTA CLAUS ON THE LEFT.
 FS1354'CONTINUE NORTH ALONG US 93 FOR 2.4 MILES TO THE STATION ON THE LEFT
 FS1354'ABOVE A SMALL CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0423 ***********************************************************************
 GQ0423  DESIGNATION -  ELBOW
 GQ0423  PID         -  GQ0423
 GQ0423  STATE/COUNTY-  AZ/MOHAVE
 GQ0423  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0423
 GQ0423                         *CURRENT SURVEY CONTROL
 GQ0423  ___________________________________________________________________
 GQ0423* NAD 83(1992)-  36 47 23.65954(N)    113 59 02.99466(W)     ADJUSTED  
 GQ0423* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 GQ0423  ___________________________________________________________________
 GQ0423  LAPLACE CORR-          13.16  (seconds)                    DEFLEC99
 GQ0423  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 GQ0423
 GQ0423  HORZ ORDER  -  SECOND
 GQ0423
 GQ0423.The horizontal coordinates were established by classical geodetic methods
 GQ0423.and adjusted by the National Geodetic Survey in August 1993..
 GQ0423
 GQ0423.The orthometric height was scaled from a topographic map.
 GQ0423
 GQ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0423
 GQ0423.The geoid height was determined by GEOID03.
 GQ0423
 GQ0423;                    North         East     Units Scale Factor Converg.
 GQ0423;SPC AZ W     -   642,204.026   192,460.736   MT  0.99993871   -0 08 24.9
 GQ0423;SPC AZ W     - 2,106,968.59    631,432.86   iFT  0.99993871   -0 08 24.9
 GQ0423;SPC NV E     - 8,227,507.657   342,726.322   MT  1.00015089   +0 57 28.4
 GQ0423;SPC NV E     -26,993,081.37  1,124,427.94   sFT  1.00015089   +0 57 28.4
 GQ0423;UTM  12      - 4,075,721.399   233,717.649   MT  1.00047364   -1 47 17.6
 GQ0423;UTM  11      - 4,075,810.118   769,109.028   MT  1.00049229   +1 48 26.0
 GQ0423
 GQ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0423!SPC AZ W     -   0.99991311  x   0.99993871  =   0.99985182
 GQ0423!SPC NV E     -   0.99991311  x   1.00015089  =   1.00006398
 GQ0423!UTM  12      -   0.99991311  x   1.00047364  =   1.00038671
 GQ0423!UTM  11      -   0.99991311  x   1.00049229  =   1.00040535
 GQ0423
 GQ0423|---------------------------------------------------------------------|
 GQ0423| PID    Reference Object                     Distance      Geod. Az  |
 GQ0423|                                                           dddmmss.s |
 GQ0423| CH3113 ELBOW RM 1                            7.445 METERS 02845     |
 GQ0423| CH3114 ELBOW RM 2                            7.620 METERS 11207     |
 GQ0423| CH3112 T39N R16W SECS 14 15 22 23                         2172335.3 |
 GQ0423|---------------------------------------------------------------------|
 GQ0423
 GQ0423                          SUPERSEDED SURVEY CONTROL
 GQ0423
 GQ0423  NAD 83(1986)-  36 47 23.65599(N)    113 59 02.99290(W) AD(       ) 2
 GQ0423  NAD 27      -  36 47 23.73960(N)    113 59 00.11340(W) AD(       ) 2
 GQ0423
 GQ0423.Superseded values are not recommended for survey control.
 GQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0423.See file dsdata.txt to determine how the superseded data were derived.
 GQ0423
 GQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3371875721(NAD 83)
 GQ0423_MARKER: DS = TRIANGULATION STATION DISK
 GQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0423
 GQ0423  HISTORY     - Date     Condition        Report By
 GQ0423  HISTORY     - 1960     MONUMENTED       CGS
 GQ0423  HISTORY     - 1979     GOOD             USGS
 GQ0423
 GQ0423                          STATION DESCRIPTION
 GQ0423
 GQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0423'STATION IS LOCATED IN THE DESERT FLATS, ABOUT 4-1/2 MILES
 GQ0423'EAST AND 1 MILE SOUTH OF MESQUITE, NEVADA, 6-3/4 MILES SOUTH
 GQ0423'AND 3 MILES WEST OF LITTLEFIELD, ARIZONA, AND 3-3/4 MILES
 GQ0423'EAST OF THE NEVADA-ARIZONA STATE LINE, IN THE SOUTHWEST 1/4
 GQ0423'OF SECTION 12, R 16 W, T 39 N.
 GQ0423'
 GQ0423'REACHED FROM THE POST OFFICE IN MESQUITE, NEVADA BY GOING
 GQ0423'WEST ON U.S. HIGHWAY 91 FOR 1.4 MILES TO A SIDE ROAD LEFT,
 GQ0423'TURN LEFT, SOUTH, ON MACADAM ROAD FOR 1.0 MILE TO THE SOUTH
 GQ0423'END OF A BRIDGE OVER THE VIRGIN RIVER AND FORKS, TAKE THE SECOND
 GQ0423'FORK FROM THE EAST AND FOLLOW GRADED ROAD SOUTHEASTERLY FOR
 GQ0423'2.95 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE SOUTHEAST
 GQ0423'ON GRADED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN SHARP
 GQ0423'LEFT AND FOLLOW DESERT ROAD NORTHEAST FOR 3.0 MILES TO A
 GQ0423'T-INTERSECTION, TURN RIGHT AND CONTINUE ON DESERT ROAD
 GQ0423'SOUTHEAST FOR 0.1 MILE TO FORKS, TAKE LEFT FORK, EASTERLY, FOR
 GQ0423'1.0 MILE TO A GATE IN A NORTH-SOUTH FENCE (TO REACH THE
 GQ0423'AZIMUTH MARK FROM HERE TURN RIGHT ALONG THE EAST SIDE OF
 GQ0423'FENCE FOR 0.2 MILE TO THE MARK ON THE RIGHT AT A POINT WHERE
 GQ0423'FENCE TURNS SOUTHEAST), PASS THROUGH GATE AND CONTINUE ON DESERT
 GQ0423'ROAD, NORTHERLY, FOR 1.6 MILES TO FORKS AND STATION ON
 GQ0423'THE RIGHT.
 GQ0423'
 GQ0423'STATION MARKS ARE STANDARD DISKS, STAMPED ELBOW 1960.  THE
 GQ0423'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GQ0423'POST PROJECTING 3 INCHES.  IT IS 12 FEET EAST OF THE CENTER
 GQ0423'OF A NORTH-SOUTH ROAD AND 8 FEET NORTH OF THE CENTER OF A ROAD
 GQ0423'LEADING EAST.
 GQ0423'
 GQ0423'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELBOW NO 1 1960,
 GQ0423'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0423'2 INCHES.  IT IS 23 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 GQ0423'ROAD AND 11 FEET NORTH OF THE CENTER OF THE ROAD LEADING EAST.
 GQ0423'
 GQ0423'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELBOW NO 2 1960,
 GQ0423'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0423'3 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF THE ROAD
 GQ0423'LEADING EAST AND 15 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 GQ0423'ROAD.
 GQ0423'
 GQ0423'T 39 N R 18 W IS A U.S. BUREAU OF LAND MANAGEMENT (FORMERLY
 GQ0423'GENERAL LAND OFFICE) SECTION CORNER MARKER, STAMPED T 39 N R 18
 GQ0423'W S15 S14 S22 S23, BOLTED TO THE TOP OF A 1-1/2 INCH PIPE
 GQ0423'PROJECTING 1 FOOT.  IT IS 1 FOOT SOUTH OF THE FENCE CORNER
 GQ0423'WHERE THE FENCE TURNS SOUTHEAST.
 GQ0423
 GQ0423                          STATION RECOVERY (1979)
 GQ0423
 GQ0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (TH)
 GQ0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0633 ***********************************************************************
 FQ0633  DESIGNATION -  ELDEN
 FQ0633  PID         -  FQ0633
 FQ0633  STATE/COUNTY-  AZ/COCONINO
 FQ0633  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0633
 FQ0633                         *CURRENT SURVEY CONTROL
 FQ0633  ___________________________________________________________________
 FQ0633* NAD 83(1992)-  35 14 27.72349(N)    111 35 51.19005(W)     ADJUSTED  
 FQ0633* NAVD 88     -      2835.1    (meters)    9301.     (feet)  VERTCON   
 FQ0633  ___________________________________________________________________
 FQ0633  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 FQ0633  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0633
 FQ0633  HORZ ORDER  -  SECOND
 FQ0633
 FQ0633.The horizontal coordinates were established by classical geodetic methods
 FQ0633.and adjusted by the National Geodetic Survey in August 1993..
 FQ0633
 FQ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0633
 FQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0633
 FQ0633.The geoid height was determined by GEOID03.
 FQ0633
 FQ0633;                    North         East     Units Scale Factor Converg.
 FQ0633;SPC AZ C     -   470,359.227   242,402.785   MT  0.99991039   +0 11 02.9
 FQ0633;SPC AZ C     - 1,543,173.32    795,284.73   iFT  0.99991039   +0 11 02.9
 FQ0633;UTM  12      - 3,899,936.977   445,632.367   MT  0.99963643   -0 20 41.3
 FQ0633
 FQ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0633!SPC AZ C     -   0.99955882  x   0.99991039  =   0.99946925
 FQ0633!UTM  12      -   0.99955882  x   0.99963643  =   0.99919541
 FQ0633
 FQ0633|---------------------------------------------------------------------|
 FQ0633| PID    Reference Object                     Distance      Geod. Az  |
 FQ0633|                                                           dddmmss.s |
 FQ0633| CH3115 ELDEN RM 1                            7.732 METERS 09131     |
 FQ0633| FQ0630 FLAGSTAFF RADIO STA KVNA TOWER      APPROX. 5.6 KM 2011343.7 |
 FQ0633| FQ0629 FLAGSTAFF RADIO STA KVNA MAST       APPROX. 5.4 KM 2021742.0 |
 FQ0633| FQ0655 CHURCH LATTER DAY SAINTS SPIRE      APPROX. 6.3 KM 2184737.3 |
 FQ0633| FQ0651 FLAGSTAFF RAD STA KCLS S MAST       APPROX. 8.9 KM 2200218.3 |
 FQ0633| FQ0652 FLAGSTAFF RAD STA KCLS N MAST       APPROX. 8.8 KM 2200928.6 |
 FQ0633| CH3116 ELDEN RM 2                            8.553 METERS 32245     |
 FQ0633|---------------------------------------------------------------------|
 FQ0633
 FQ0633                          SUPERSEDED SURVEY CONTROL
 FQ0633
 FQ0633  NAD 83(1986)-  35 14 27.71887(N)    111 35 51.18857(W) AD(       ) 2
 FQ0633  NAD 27      -  35 14 27.68410(N)    111 35 48.60467(W) AD(       ) 2
 FQ0633  NGVD 29 (07/19/86) 2834.0    (m)         9298.     (f) VERT ANG       
 FQ0633
 FQ0633.Superseded values are not recommended for survey control.
 FQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0633.See file dsdata.txt to determine how the superseded data were derived.
 FQ0633
 FQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4563299937(NAD 83)
 FQ0633_MARKER: DS = TRIANGULATION STATION DISK
 FQ0633_SETTING: 80 = SET IN A BOULDER
 FQ0633_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0633
 FQ0633  HISTORY     - Date     Condition        Report By
 FQ0633  HISTORY     - 1958     MONUMENTED       CGS
 FQ0633  HISTORY     - 1959     GOOD             CGS
 FQ0633  HISTORY     - 1965     GOOD             USGS
 FQ0633  HISTORY     - 1972     GOOD             AZHD
 FQ0633  HISTORY     - 1974     GOOD             NGS
 FQ0633  HISTORY     - 1978     GOOD             NGS
 FQ0633
 FQ0633                          STATION DESCRIPTION
 FQ0633
 FQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0633'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE CENTER
 FQ0633'OF FLAGSTAFF ON THE HIGHEST PART OF MT ELDEN AND JUST SOUTH
 FQ0633'OF THE U.S. FOREST SERVICE LOOKOUT.
 FQ0633'
 FQ0633'TO REACH THE STATION FROM THE CITY HALL OF FLAGSTAFF, GO NORTH
 FQ0633'ON BEAVER STREET FOR 0.5 MILE TO COLUMBUS AVE., TURN LEFT,
 FQ0633'WEST, GO ABOUT 2 BLOCKS TO THE END OF COLUMBUS AVE. AT A LARGE
 FQ0633'CURVE AND THE BEGINNING OF FORT VALLEY ROAD, BEAR TO THE RIGHT
 FQ0633'AND FOLLOW FORT VALLEY ROAD FOR 2.5 MILES TO A Y-FORK AND SIGN
 FQ0633'FLAGSTAFF COUNTRY CLUB, TURN RIGHT, NORTH, AS PER SIGN AND GO
 FQ0633'0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 FQ0633'ROAD UPHILL FOR 6.1 MILES TO A Y-FORK, TAKE THE LEFT FORK AND
 FQ0633'CONTINUE UPHILL FOR 0.6 MILE TO THE LOOKOUT AND THE STATION.
 FQ0633'
 FQ0633'THE STATION MARK, STAMPED ELDEN 1958, IS A STANDARD DISK
 FQ0633'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH ON THE NORTH
 FQ0633'SIDE AND PROJECTS 1 FOOT ON THE SOUTH SIDE.  IT IS 19 FEET
 FQ0633'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 FQ0633'
 FQ0633'REFERENCE MARK NO. 1, STAMPED ELDEN NO 1 1958, IS A STANDARD
 FQ0633'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 FQ0633'FEET AND IS 18 FEET SOUTH OF THE SOUTH SIDE OF THE LOOKOUT TOWER.
 FQ0633'
 FQ0633'REFERENCE MARK NO. 2, STAMPED ELDEN NO 2 1958, IS A STANDARD
 FQ0633'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 FQ0633'FEET AND IS 19 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 FQ0633'LOOKOUT TOWER.
 FQ0633
 FQ0633                          STATION RECOVERY (1959)
 FQ0633
 FQ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0633'THE STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS
 FQ0633'WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 FQ0633'NOT OBSERVED AT THIS TIME.
 FQ0633
 FQ0633                          STATION RECOVERY (1965)
 FQ0633
 FQ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0633'RECOVERED IN GOOD CONDITION.
 FQ0633
 FQ0633                          STATION RECOVERY (1972)
 FQ0633
 FQ0633'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FQ0633'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0633'
 FQ0633'TO REACH AS PER DESCRIPTION.
 FQ0633'
 FQ0633'STATION MARK AS PER DESCRIPTION.
 FQ0633'
 FQ0633'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 FQ0633'
 FQ0633'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0633
 FQ0633                          STATION RECOVERY (1974)
 FQ0633
 FQ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0633'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FQ0633'FOUND IN GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS
 FQ0633'CHECK THE 1958 VALUES ABOUT 1 MINUTE AND THE DISTANCE TO R.M.
 FQ0633'1 CHECKS 0.019 METER AND R.M. 2 CHECKS 0.004 METER.
 FQ0633'
 FQ0633'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 FQ0633'FLAGSTAFF, GO WEST ALONG SANTA FE STREET FOR 0.15 MILE TO U.S.
 FQ0633'HIGHWAY 180, TURN RIGHT AND GO NORTH ALONG 180 FOR 3.15 MILES
 FQ0633'TO U.S. FORREST SERVICE ROUTE 420.  TURN RIGHT ALONG 420 FOR 0.5
 FQ0633'MILE TO ROAD 557 ON THE RIGHT.  TURN RIGHT FOR 6.5 MILES TO
 FQ0633'JUNCTION WITH ROADS 557 AND 557A.  TURN LEFT ALONG 557 FOR 0.6
 FQ0633'MILE TO THE STATION NEAR THE SOUTHWEST CORNER OF THE LOOKOUT
 FQ0633'TOWER.
 FQ0633'
 FQ0633'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0633'
 FQ0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE
 FQ0633'OF FLAGSTAFF
 FQ0633
 FQ0633                          STATION RECOVERY (1978)
 FQ0633
 FQ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FQ0633'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0633'DESCRIBED IN 1974 AND FOUND TO BE IN GOOD CONDITION.
 FQ0633'
 FQ0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0633'3 MILES NE OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0635 ***********************************************************************
 FQ0635  DESIGNATION -  ELDEN MOUNTAIN LOOKOUT TOWER
 FQ0635  PID         -  FQ0635
 FQ0635  STATE/COUNTY-  AZ/COCONINO
 FQ0635  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0635
 FQ0635                         *CURRENT SURVEY CONTROL
 FQ0635  ___________________________________________________________________
 FQ0635* NAD 83(1992)-  35 14 27.99224(N)    111 35 50.94814(W)     ADJUSTED  
 FQ0635* NAVD 88     -                                                        
 FQ0635  ___________________________________________________________________
 FQ0635  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 FQ0635  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0635
 FQ0635  HORZ ORDER  -  THIRD
 FQ0635
 FQ0635.The horizontal coordinates were established by classical geodetic methods
 FQ0635.and adjusted by the National Geodetic Survey in August 1993..
 FQ0635
 FQ0635
 FQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0635
 FQ0635.The geoid height was determined by GEOID03.
 FQ0635
 FQ0635;                    North         East     Units Scale Factor Converg.
 FQ0635;SPC AZ C     -   470,367.528   242,408.874   MT  0.99991040   +0 11 03.0
 FQ0635;SPC AZ C     - 1,543,200.55    795,304.70   iFT  0.99991040   +0 11 03.0
 FQ0635;UTM  12      - 3,899,945.219   445,638.531   MT  0.99963642   -0 20 41.2
 FQ0635
 FQ0635                          SUPERSEDED SURVEY CONTROL
 FQ0635
 FQ0635  NAD 83(1986)-  35 14 27.98762(N)    111 35 50.94665(W) AD(       ) 4
 FQ0635  NAD 27      -  35 14 27.95286(N)    111 35 48.36276(W) AD(       ) 3
 FQ0635
 FQ0635.Superseded values are not recommended for survey control.
 FQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0635.See file dsdata.txt to determine how the superseded data were derived.
 FQ0635
 FQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4563999945(NAD 83)
 FQ0635_MARKER: 57 = LOOKOUT TOWER
 FQ0635
 FQ0635  HISTORY     - Date     Condition        Report By
 FQ0635  HISTORY     - 1953     FIRST OBSERVED   CGS
 FQ0635  HISTORY     - 1958     GOOD             CGS
 FQ0635  HISTORY     - 1960     GOOD             CGS
 FQ0635  HISTORY     - 1966     GOOD             CGS
 FQ0635  HISTORY     - 1971     GOOD             NGS
 FQ0635  HISTORY     - 1973     GOOD             NGS
 FQ0635  HISTORY     - 1978     GOOD             NGS
 FQ0635  HISTORY     - 1981     GOOD             NGS
 FQ0635  HISTORY     - 19961002 GOOD             USPSQD
 FQ0635
 FQ0635                          STATION DESCRIPTION
 FQ0635
 FQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0635'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FLAGSTAFF
 FQ0635'ON THE HIGHEST POINT OF ELDEN MT.
 FQ0635'
 FQ0635'THE STATION IS A GLASS ENCLOSED CAB THAT IS SUPPORTED BY A 4
 FQ0635'LEGGED STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF APPROXIMATELY
 FQ0635'100 FEET.
 FQ0635'
 FQ0635'A TRAVERSE CONNECTION WAS MADE FROM A POINT DIRECTLY BENEATH
 FQ0635'THE CENTER OF THE LOOKOUT TO TRIANGULATION STATION ELDEN AND
 FQ0635'THE DISTANCE WAS FOUND TO BE 10.296 METERS.
 FQ0635
 FQ0635                          STATION RECOVERY (1960)
 FQ0635
 FQ0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0635'THE STATION IS A STANDARD FOREST SERVICE LOOKOUT TOWER LOCATED
 FQ0635'ON THE HIGHEST PART OF A PEAK LOCALLY KNOWN AS ELDEN MOUNTAIN
 FQ0635'WHICH IS APPROXIMATELY 3 MILES NORTH OF FLAGSTAFF.
 FQ0635'
 FQ0635'RECOVERED IN GOOD CONDITION.
 FQ0635
 FQ0635                          STATION RECOVERY (1966)
 FQ0635
 FQ0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0635'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 RECOVERY.
 FQ0635
 FQ0635                          STATION RECOVERY (1971)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FQ0635'THE STATION WAS IDENTIFIED FROM MAPS OF THE AREA.  THE PEAK OF THE
 FQ0635'ROOF WAS USED FOR AZIMUTH CONTROL.  THE TOWER WAS NOT VISITED.
 FQ0635
 FQ0635                          STATION RECOVERY (1973)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FQ0635'THIS INTERSECTION STATION WAS RECOVERED, BUT THE STATION SITE WAS
 FQ0635'NOT VISITED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0635'3 MILES NE OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1978)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FQ0635'THE STATION WAS RECOVERED AS DESCRIBED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0635'3 MILES NE OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1981)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0635'RECOVERED AS DESCRIBED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 FQ0635'OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1996)
 FQ0635
 FQ0635'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1166 ***********************************************************************
 FS1166  DESIGNATION -  ELDORADO
 FS1166  PID         -  FS1166
 FS1166  STATE/COUNTY-  AZ/MOHAVE
 FS1166  USGS QUAD   -  MOHAVE MINE (1989)
 FS1166
 FS1166                         *CURRENT SURVEY CONTROL
 FS1166  ___________________________________________________________________
 FS1166* NAD 83(1992)-  35 44 44.22241(N)    114 34 39.12684(W)     ADJUSTED  
 FS1166* NAVD 88     -      1036.0    (meters)    3399.     (feet)  VERTCON   
 FS1166  ___________________________________________________________________
 FS1166  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FS1166  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS1166
 FS1166  HORZ ORDER  -  FIRST
 FS1166
 FS1166.The horizontal coordinates were established by classical geodetic methods
 FS1166.and adjusted by the National Geodetic Survey in August 1993..
 FS1166
 FS1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1166
 FS1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1166
 FS1166.The geoid height was determined by GEOID03.
 FS1166
 FS1166;                    North         East     Units Scale Factor Converg.
 FS1166;SPC AZ W     -   526,623.591   138,511.641   MT  1.00000234   -0 29 00.4
 FS1166;SPC AZ W     - 1,727,767.69    454,434.52   iFT  1.00000234   -0 29 00.4
 FS1166;UTM  11      - 3,958,440.457   719,050.907   MT  1.00019131   +1 24 56.7
 FS1166
 FS1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1166!SPC AZ W     -   0.99984187  x   1.00000234  =   0.99984421
 FS1166!UTM  11      -   0.99984187  x   1.00019131  =   1.00003315
 FS1166
 FS1166|---------------------------------------------------------------------|
 FS1166| PID    Reference Object                     Distance      Geod. Az  |
 FS1166|                                                           dddmmss.s |
 FS1166| CC4731 ELDORADO RM 3 AZIMUTH                              09904     |
 FS1166| CC4728 ELDORADO AZ MK                                     1190244.5 |
 FS1166| CC4729 ELDORADO RM 1                         9.986 METERS 12242     |
 FS1166| CC4730 ELDORADO RM 2                         9.969 METERS 30424     |
 FS1166|---------------------------------------------------------------------|
 FS1166
 FS1166                          SUPERSEDED SURVEY CONTROL
 FS1166
 FS1166  NAD 83(1986)-  35 44 44.21564(N)    114 34 39.11529(W) AD(       ) 1
 FS1166  NAD 27      -  35 44 44.26100(N)    114 34 36.21500(W) AD(       ) 1
 FS1166  NGVD 29 (07/19/86) 1035.3    (m)         3397.     (f) VERT ANG       
 FS1166
 FS1166.Superseded values are not recommended for survey control.
 FS1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1166.See file dsdata.txt to determine how the superseded data were derived.
 FS1166
 FS1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1905158440(NAD 83)
 FS1166_MARKER: DS = TRIANGULATION STATION DISK
 FS1166_SETTING: 66 = SET IN ROCK OUTCROP
 FS1166_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1166+STABILITY: POSITION/ELEVATION WELL
 FS1166
 FS1166  HISTORY     - Date     Condition        Report By
 FS1166  HISTORY     - 1934     MONUMENTED       CGS
 FS1166  HISTORY     - 1935     GOOD             CGS
 FS1166  HISTORY     - 1950     GOOD             CGS
 FS1166  HISTORY     - 1972     GOOD             AZHD
 FS1166  HISTORY     - 1981     GOOD             AZDT
 FS1166  HISTORY     - 19870708 GOOD             LAWPC
 FS1166
 FS1166                          STATION DESCRIPTION
 FS1166
 FS1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1166'STATION IS ON THE MOST WESTERN (AND SLIGHTLY LOWER) OF TWO PEAKS
 FS1166'ABOUT 110 YARDS APART WHICH FORM THE MOST NORTHWESTERLY OF
 FS1166'THE HIGHER SUMMITS OF THE GRANITE MOUNTAINS, WHERE THE COUNTY
 FS1166'ROAD FROM CHLORIDE TO WILLOW BEACH CROSSES THE MOUNTAINS.
 FS1166'IT IS ABOUT 1 MILE W OF THE SUMMIT OF THE PASS ON THE ROAD AND
 FS1166'1/2 MILE S OF THE ROAD AT ITS NEAREST POINT.  THERE IS A
 FS1166'SIMILAR PEAK 3/8 MILE S OF THE STATION.
 FS1166'
 FS1166'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 FS1166'DRILL HOLE IN A BOULDER.
 FS1166'
 FS1166'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FS1166'HOLES IN OUTCROPPING BEDROCK.
 FS1166'
 FS1166'TO REACH FROM CHLORIDE FOLLOW THE COUNTY ROAD TOWARD WILLOW
 FS1166'BEACH 30.4 MILES TO THE PASS (HIGHEST POINT IN ROAD),
 FS1166'CONTINUE ON THE ROAD 1.9 MILES AND TURN LEFT UP A WASH LEAVING
 FS1166'THE ROAD.  WASH LEADS W OF A BLACK MALPAIS HILL, THE ONLY HILL OF
 FS1166'THIS KIND IN THE VICINITY.  FOLLOW WASH 1.1 MILES TO THE END
 FS1166'OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, CLIMB W UP THE
 FS1166'RIDGE TO STATION.  ABOUT 15 MINUTES WALK.
 FS1166'
 FS1166'REFERENCE MARK (AZIMUTH) IS 110 YARDS ESE ON THE SLOPE OF THE
 FS1166'NEXT PEAK.
 FS1166
 FS1166                          STATION RECOVERY (1935)
 FS1166
 FS1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1166'THIS STATION WAS OCCUPIED IN THE WINTER OF 1934.  WORK WAS
 FS1166'RESUMED IN THE SPRING OF 1935.  THE STATION WAS FOUND IN
 FS1166'EXCELLENT CONDITION.  THE 1934 DESCRIPTION IS GOOD.
 FS1166
 FS1166                          STATION RECOVERY (1950)
 FS1166
 FS1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1166'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1166'AND FOUND TO BE AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 FS1166'
 FS1166'REFERENCE MARK NO. 2 IS 9.972 METERS, 32.72 FEET WEST-NORTHWEST
 FS1166'INSTEAD OF 10.028 METERS WEST.
 FS1166'
 FS1166'REFERENCE MARK NO. 3 IS APPROXIMATELY 200 YARDS EAST OF THE
 FS1166'STATION, INSTEAD OF 110 YARDS AS GIVEN.
 FS1166'
 FS1166'DIRECTIONS TO REFERENCE MARKS AS GIVEN IN THE 1934 DESCRIPTION
 FS1166'WERE FOUND TO BE CORRECT.  THE DIRECTIONS GIVEN ON THE 1934-1935
 FS1166'COMBINED LIST OF DIRECTIONS WERE FOUND TO BE ERRONEOUS.
 FS1166'
 FS1166'AN AZIMUTH MARK WAS SET IN 1947, BUT THE DIRECTION WAS NOT TAKEN
 FS1166'UNTIL 1950.
 FS1166'
 FS1166'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1166'A ROUND BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND, IS
 FS1166'STAMPED ELDORADO 1947.  IT IS 0.1 MILE SOUTH OF SIGN READING,
 FS1166'ELDORADO CANYON, WILLOW BEACH 12.5, CHLORIDE 32 FT.  100 FEET
 FS1166'EAST AND APPROXIMATELY 20 FEET HIGHER THAN THE ROAD, AND 50 FEET
 FS1166'WEST OF THE TOP AND CENTER OF SMALL HILL.
 FS1166'
 FS1166'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--FROM THE JUNCTION
 FS1166'OF STATE HIGHWAY 62 AND U.S. HIGHWAY 93-466 WHICH IS 19 MILES
 FS1166'NORTHWEST OF THE DEPOT IN KINGMAN, DRIVE NORTH TOWARD HOOVER
 FS1166'(BOULDER) DAM FOR 24.2 MILES TO A CROSSROAD (0.3 MILE BEFORE
 FS1166'REACHING BOULDER INN).  TURN LEFT OFF HIGHWAY, PASS THROUGH WIRE
 FS1166'GATE, AND FOLLOW BLADED ROAD WESTWARD FOR 1.7 MILES TO AN
 FS1166'INTERSECTION (OLD CHLORIDE-WILLOW BEACH ROAD).  TURN RIGHT
 FS1166'AND CONTINUE 1.8 MILES TO A FORK.  KEEP RIGHT FORK, STRAIGHT
 FS1166'AHEAD, AND CONTINUE 2.05 MILES TO A T-ROAD INTERSECTION, ROAD
 FS1166'COMES IN FROM RIGHT NEAR OLD MINE.  KEEP STRAIGHT AHEAD ON
 FS1166'MAIN TRAVELED ROAD FOR 0.25 TO AZIMUTH MARK ON RIGHT.
 FS1166'CONTINUE AHEAD, NORTHWARD, FOR 0.15 MILE TO SIGN READING,
 FS1166'ELDORADO CANYON, WILLOW BEACH 12.5, CHLORIDE 32.  KEEP STRAIGHT
 FS1166'AHEAD ON MAIN TRAVELED BLADED ROAD FOR 0.6 MILE TO A
 FS1166'Y-FORK.  KEEP LEFT FORK AND CONTINUE 0.2 MILE TO A Y-FORK.
 FS1166'KEEP LEFT FORK FOR 0.5 MILE, PASSING AROUND NORTHWARD SIDE
 FS1166'OF A BLACK MALPIAS COVERED HILL, (THE ONLY HILL OF THIS TYPE
 FS1166'IN THE VICINITY) TO A TURN OFF INTO A WASH.  TURN LEFT
 FS1166'OFF ROAD AND DRIVE UP WASH 1.1 MILES TO END OF TRUCK
 FS1166'TRAVEL.  PACK WEST UP RIDGE TO THE SUMMIT AND STATION.  A PACK
 FS1166'OF 15 MINUTES.
 FS1166
 FS1166                          STATION RECOVERY (1972)
 FS1166
 FS1166'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1166'GENERAL LOCATION-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'TO REACH-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'STATION MARK-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'REFERENCE MARKS-R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1166'
 FS1166'AZIMUTH MARK-NO SEARCH MADE.
 FS1166
 FS1166                          STATION RECOVERY (1981)
 FS1166
 FS1166'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1166'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTN MARK WERE
 FS1166'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1166'
 FS1166'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1166'STOCTON HILL ROAD FOR 0.1 MILE TO US 66, TURN RIGHT ALONG US 66 AND
 FS1166'TRAVEL WEST FOR 2.3 MILES TO US 93 AND I 40 INTERCHANGE.  TRAVEL NORTH
 FS1166'ALONG US 93 FOR 35.2 MILES TO TO DETRITAL WASH BRIDGE, CONTINUE ALONG
 FS1166'US 93 FOR 7.65 MILES TO BOULDER INN ON THE LEFT. CONTINUE NORTH FOR
 FS1166'1.35 MILES TO AN EXXON STATION ON RIGHT, CONTINUE AHEAD FOR 2.25 MILES
 FS1166'TO A T ROAD ON THE LEFT, TURN LEFT ACROSS CATTLE GUARD AND TRAVEL WEST
 FS1166'FOR 2.95 MILE TO A FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A FORK, TAKE
 FS1166'RIGHT FORK FOR 0.1 MILE TO A FORK, TAKE LEFT FORK 0.65 MILE TO A WASH.
 FS1166'TURN LEFT AND FOLLOW WASH SOUTH FOR 0.1 MILE THEN LEFT UP WASH FOR
 FS1166'0.45 MILE THEN RIGHT AT 8 FOOT YUCCA TREE FOR 0.3 MILE TO A FORK IN
 FS1166'WASH AT BASE OF RIDGE, TURN ONTO RIDGE ON DIM TRACKS FOR 0.3 MILE TO
 FS1166'END OF TRUCK TRAVEL.  PACK SOUTH UP STEEP HILL TO A POINT 20 FEET
 FS1166'BELOW TOP AND RM 3.  PACK NORTHWEST ALONG RIDGE TO THE NEXT HIGHEST
 FS1166'POINT AND STATION.
 FS1166
 FS1166                          STATION RECOVERY (1987)
 FS1166
 FS1166'RECOVERY NOTE BY LA WTR AND PWR COMM 1987 (MPL)
 FS1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0902 ***********************************************************************
 FQ0902  DESIGNATION -  ELEPHANT
 FQ0902  PID         -  FQ0902
 FQ0902  STATE/COUNTY-  AZ/NAVAJO
 FQ0902  USGS QUAD   -  ELEPHANT BUTTE (1972)
 FQ0902
 FQ0902                         *CURRENT SURVEY CONTROL
 FQ0902  ___________________________________________________________________
 FQ0902* NAD 83(1992)-  35 21 56.35565(N)    110 30 39.74729(W)     ADJUSTED  
 FQ0902* NAVD 88     -      1929.9    (meters)    6332.     (feet)  VERTCON   
 FQ0902  ___________________________________________________________________
 FQ0902  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 FQ0902  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0902
 FQ0902  HORZ ORDER  -  THIRD
 FQ0902
 FQ0902.The horizontal coordinates were established by classical geodetic methods
 FQ0902.and adjusted by the National Geodetic Survey in August 1993..
 FQ0902
 FQ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0902
 FQ0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0902
 FQ0902.The geoid height was determined by GEOID03.
 FQ0902
 FQ0902;                    North         East     Units Scale Factor Converg.
 FQ0902;SPC AZ E     -   484,191.722   182,066.262   MT  0.99991206   -0 11 57.6
 FQ0902;SPC AZ E     - 1,588,555.52    597,330.26   iFT  0.99991206   -0 11 57.6
 FQ0902;UTM  12      - 3,913,703.670   544,419.110   MT  0.99962431   +0 16 58.8
 FQ0902
 FQ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0902!SPC AZ E     -   0.99970082  x   0.99991206  =   0.99961291
 FQ0902!UTM  12      -   0.99970082  x   0.99962431  =   0.99932525
 FQ0902
 FQ0902:                Primary Azimuth Mark                     Grid Az
 FQ0902:SPC AZ E     -  MONTEZUMA                                001 34 51.8
 FQ0902:UTM  12      -  MONTEZUMA                                001 05 55.4
 FQ0902
 FQ0902|---------------------------------------------------------------------|
 FQ0902| PID    Reference Object                     Distance      Geod. Az  |
 FQ0902|                                                           dddmmss.s |
 FQ0902| FQ0908 MONTEZUMA                           APPROX. 8.7 KM 0012254.2 |
 FQ0902| CR9969 ELEPHANT RM 2                         4.051 METERS 06901     |
 FQ0902| CR9968 ELEPHANT RM 1                         2.417 METERS 18943     |
 FQ0902|---------------------------------------------------------------------|
 FQ0902
 FQ0902                          SUPERSEDED SURVEY CONTROL
 FQ0902
 FQ0902  NAD 83(1986)-  35 21 56.35291(N)    110 30 39.75026(W) AD(       ) 3
 FQ0902  NGVD 29 (02/23/90) 1929.1    (m)         6329.     (f) VERT ANG       
 FQ0902
 FQ0902.Superseded values are not recommended for survey control.
 FQ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0902.See file dsdata.txt to determine how the superseded data were derived.
 FQ0902
 FQ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4441913704(NAD 83)
 FQ0902_MARKER: DS = TRIANGULATION STATION DISK
 FQ0902_SETTING: 80 = SET IN A BOULDER
 FQ0902_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0902+STABILITY: SURFACE MOTION
 FQ0902
 FQ0902  HISTORY     - Date     Condition        Report By
 FQ0902  HISTORY     - 1966     MONUMENTED       USGS
 FQ0902  HISTORY     - 1967     GOOD             USGS
 FQ0902  HISTORY     - 1972     GOOD             USGS
 FQ0902
 FQ0902                          STATION DESCRIPTION
 FQ0902
 FQ0902'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0902'LOCATED ABOUT 26 MI NE. OF WINSLOW, ABOUT 14 MI E. OF
 FQ0902'COCONINO-NAVAJO COUNTY LINE, ABOUT 11 MI W. OF DILKON.  ON HIGHEST
 FQ0902'PART OF BUTTE KNOWN AS ELEPHANT BUTTE.
 FQ0902'
 FQ0902'STATION REACHED BY HELICOPTER.
 FQ0902'
 FQ0902'STATION MARK--STANDARD TABLET STAMPED---ELEPHANT 1966---, CEMENTED
 FQ0902'IN DRILL HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902'
 FQ0902'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0902'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902'
 FQ0902'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0902'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902
 FQ0902                          STATION RECOVERY (1967)
 FQ0902
 FQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FQ0902'RECOVERED AS DESCRIBED BY USGS.
 FQ0902
 FQ0902                          STATION RECOVERY (1972)
 FQ0902
 FQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0902'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1225 ***********************************************************************
 CY1225  DESIGNATION -  ELEVEN
 CY1225  PID         -  CY1225
 CY1225  STATE/COUNTY-  AZ/GRAHAM
 CY1225  USGS QUAD   -  ARTESIA NE (1966)
 CY1225
 CY1225                         *CURRENT SURVEY CONTROL
 CY1225  ___________________________________________________________________
 CY1225* NAD 83(1992)-  32 43 14.28036(N)    109 32 59.45748(W)     ADJUSTED  
 CY1225* NAVD 88     -       964.7    (meters)    3165.     (feet)  VERTCON   
 CY1225  ___________________________________________________________________
 CY1225  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CY1225  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY1225
 CY1225  HORZ ORDER  -  SECOND
 CY1225
 CY1225.The horizontal coordinates were established by classical geodetic methods
 CY1225.and adjusted by the National Geodetic Survey in August 1993..
 CY1225
 CY1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1225
 CY1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1225
 CY1225.The geoid height was determined by GEOID03.
 CY1225
 CY1225;                    North         East     Units Scale Factor Converg.
 CY1225;SPC AZ E     -   190,940.572   271,179.227   MT  0.99994121   +0 20 00.3
 CY1225;SPC AZ E     -   626,445.45    889,695.63   iFT  0.99994121   +0 20 00.3
 CY1225;UTM  12      - 3,621,246.774   635,898.423   MT  0.99982773   +0 47 02.4
 CY1225
 CY1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1225!SPC AZ E     -   0.99985277  x   0.99994121  =   0.99979399
 CY1225!UTM  12      -   0.99985277  x   0.99982773  =   0.99968053
 CY1225
 CY1225|---------------------------------------------------------------------|
 CY1225| PID    Reference Object                     Distance      Geod. Az  |
 CY1225|                                                           dddmmss.s |
 CY1225| CC7336 ELEVEN RM 1                          14.594 METERS 05536     |
 CY1225| CC7335 ELEVEN AZ MK                                       0740158.9 |
 CY1225| CY1224 ELEVEN WM WINDMILL SSW               74.201 METERS 20457     |
 CY1225| CC7337 ELEVEN RM 2                           8.944 METERS 29403     |
 CY1225|---------------------------------------------------------------------|
 CY1225
 CY1225                          SUPERSEDED SURVEY CONTROL
 CY1225
 CY1225  NAD 83(1986)-  32 43 14.27440(N)    109 32 59.45381(W) AD(       ) 2
 CY1225  NAD 27      -  32 43 14.03300(N)    109 32 57.18200(W) AD(       ) 2
 CY1225  NGVD 29 (07/19/86)  964.1    (m)         3163.     (f) VERT ANG       
 CY1225
 CY1225.Superseded values are not recommended for survey control.
 CY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1225.See file dsdata.txt to determine how the superseded data were derived.
 CY1225
 CY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3589821247(NAD 83)
 CY1225_MARKER: DD = SURVEY DISK
 CY1225_SETTING: 0 = UNSPECIFIED SETTING
 CY1225_MARK LOGO: USSES 
 CY1225
 CY1225  HISTORY     - Date     Condition        Report By
 CY1225  HISTORY     - 1945     MONUMENTED       USSES
 CY1225
 CY1225                          STATION DESCRIPTION
 CY1225
 CY1225'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1225'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF SOLOMONSVILLE,
 CY1225'ABOUT 4-1/2 MILES W OF THE 111 RANCH, AND ABOUT 1 MILE ESE OF
 CY1225'HAECKEL WHICH IS A STATION ON THE SOUTHERN PACIFIC CO. RAILROAD.
 CY1225'IT IS ON THE OPEN ROLLING LAND E OF THE SAN SIMON WASH.
 CY1225'
 CY1225'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1225'GO ESE ON U.S. HIGHWAY 70 FOR 8.4 MILES TO WHERE A GRADED
 CY1225'GRAVEL ROAD TURNS RIGHT TO THE 111 RANCH.  (STATION LORENZO)
 CY1225'IS 82 FEET E OF THIS ROAD.) TURN RIGHT OFF U.S. HIGHWAY
 CY1225'70 AND GO ON THE GRADED ROAD FOR 4.5 MILES TO A GATE AT
 CY1225'THE ENTRANCE TO THE 111 RANCH.  PASS THROUGH THE GATE AND TAKE
 CY1225'THE LEFT FORK TO THE LEFT OF THE BUILDINGS FOR 0.05 MILE.
 CY1225'TAKE A RIGHT FORK AND GO ABOUT 50 FEET, KEEPING STRAIGHT
 CY1225'AHEAD ACROSS ANOTHER ROAD.  FOLLOW DIM TRACKS FOR 0.2 MILE
 CY1225'TO CATTLE GUARD.  CROSS THE CATTLE GUARD AND TAKE A DIM
 CY1225'RIGHT FORK FOR 0.9 MILE TO A FORKS.  TAKE THE RIGHT FORK
 CY1225'AND GO 1.0 MILE PASSING TO THE LEFT OF A WASHOUT.  HERE
 CY1225'PASS THROUGH A GATE AND CONTINUE FOR 0.5 MILE TO A N-S
 CY1225'FENCE.  TURN LEFT AND FOLLOW THE FENCE LINE FOR 0.25 MILE TO
 CY1225'ANOTHER ROAD AND GATE.  TURN RIGHT ONTO ROAD AND PASS
 CY1225'THROUGH THE GATE.  GO 1.4 MILES TO A FORKS.  TAKE THE
 CY1225'RIGHT FORK AND GO 1.2 MILES TO THE AZIMUTH MARK ON THE
 CY1225'RIGHT.  CONTINUE 0.2 MILE TO FORKS.  TAKE LEFT FORK AND
 CY1225'GO 0.2 MILE TO TWO GATES IN CORRALS AND WINDMILL.  (FOR
 CY1225'ABOUT THE LAST 2 MILES OF THIS ROUTE THE LONE WINDMILL CAN
 CY1225'BE SEEN.) PASS THROUGH BOTH GATES AND TURN RIGHT ALONG
 CY1225'FENCE LINE TO CORNER AND THEN BEAR RIGHT TO HIGHER
 CY1225'GROUND AND STATION, A DISTANCE OF ABOUT 0.1 MILE.
 CY1225'
 CY1225'THE STATION IS 242 FEET NNE OF A WOODEN WINDMILL, 116 FEET
 CY1225'NNW OF A Y FENCE CORNER, 91 FEET ESE OF THE CENTER OF A ROAD
 CY1225'RUNNING NE AND SW, 50 FEET NNW OF AN E-W TRACK ROAD, AND 11-1/2
 CY1225'FEET E OF A 4 INCH SQUARE WHITE WINTESS POST.  IT IS MARKED
 CY1225'BY A STANDARD U.S. SOIL EROSION SERVICE STATION DISK SET
 CY1225'IN A RECTANGULAR CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CY1225'THE GROUND.  DISK IS UNSTAMPED.
 CY1225'
 CY1225'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 1/2 FOOT
 CY1225'HIGHER.  IT IS A BRONZE REFERENCE DISK
 CY1225'STAMPED---ELEVEN USSES NO 1 1945---, AND
 CY1225'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1225'PROJECTS 3 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 1/2 FOOT
 CY1225'HIGHER.  IT IS A BRONZE REFERENCE DISK
 CY1225'STAMPED---ELEVEN USSES NO 2 1945---, AND
 CY1225'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1225'PROJECTS 5 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'AZIMUTH MARK IS 3/8 MILE ENE OF THE STATION ON A LOW RIDGE.
 CY1225'IT IS 101 FEET NE OF THE CENTER OF THE ROAD TO THE STATION
 CY1225'AND 3 FEET W OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS A
 CY1225'BRONZE AZIMUTH DISK STAMPED---ELEVEN USSES 1945---, AND SET IN A
 CY1225'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'A WOODEN WINDMILL IS 242 FEET SSW OF THE STATION.  IT IS
 CY1225'ON LOWER GROUND THAN THE STATION.  THERE ARE SEVERAL CORRALS
 CY1225'AND A SHED NEXT TO IT.  IT IS THE ONLY ONE VISIBLE FOR MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1224 ***********************************************************************
 CY1224  DESIGNATION -  ELEVEN WM WINDMILL SSW
 CY1224  PID         -  CY1224
 CY1224  STATE/COUNTY-  AZ/GRAHAM
 CY1224  USGS QUAD   -  ARTESIA NE (1966)
 CY1224
 CY1224                         *CURRENT SURVEY CONTROL
 CY1224  ___________________________________________________________________
 CY1224* NAD 83(1992)-  32 43 12.09645(N)    109 33 00.65940(W)     ADJUSTED  
 CY1224* NAVD 88     -                                                        
 CY1224  ___________________________________________________________________
 CY1224  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CY1224  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY1224
 CY1224  HORZ ORDER  -  THIRD
 CY1224
 CY1224.The horizontal coordinates were established by classical geodetic methods
 CY1224.and adjusted by the National Geodetic Survey in August 1993..
 CY1224
 CY1224
 CY1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1224
 CY1224.The geoid height was determined by GEOID03.
 CY1224
 CY1224;                    North         East     Units Scale Factor Converg.
 CY1224;SPC AZ E     -   190,873.118   271,148.322   MT  0.99994116   +0 19 59.7
 CY1224;SPC AZ E     -   626,224.14    889,594.23   iFT  0.99994116   +0 19 59.7
 CY1224;UTM  12      - 3,621,179.087   635,868.053   MT  0.99982763   +0 47 01.7
 CY1224
 CY1224                          SUPERSEDED SURVEY CONTROL
 CY1224
 CY1224  NAD 83(1986)-  32 43 12.08969(N)    109 33 00.65692(W) AD(       ) 4
 CY1224  NAD 27      -  32 43 11.86200(N)    109 32 58.37700(W) AD(       ) 3
 CY1224
 CY1224.Superseded values are not recommended for survey control.
 CY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1224.See file dsdata.txt to determine how the superseded data were derived.
 CY1224
 CY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3586821179(NAD 83)
 CY1224_MARKER: 66 = WINDMILL
 CY1224_MARK LOGO: NONE  
 CY1224
 CY1224  HISTORY     - Date     Condition        Report By
 CY1224  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1224
 CY1224                          STATION DESCRIPTION
 CY1224
 CY1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY1224'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF SOLOMONSVILLE,
 CY1224'ABOUT 4-1/2 MILES W OF THE 111 RANCH, AND ABOUT 1 MILE ESE OF
 CY1224'HAECKEL WHICH IS A STATION ON THE SOUTHERN PACIFIC CO. RAILROAD.
 CY1224'IT IS ON THE OPEN ROLLING LAND E OF THE SAN SIMON WASH.
 CY1224'
 CY1224'A WOODEN WINDMILL IS 242 FEET SSW OF STATION ELEVEN USSES.  IT IS ON
 CY1224'LOWER GROUND THAN STATION ELEVEN USSES.  THERE ARE SEVERAL CORRALS
 CY1224'AND A SHED NEXT TO IT.  IT IS THE ONLY ONE VISIBLE FOR MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1045 ***********************************************************************
 CG1045  DESIGNATION -  ELGIN
 CG1045  PID         -  CG1045
 CG1045  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1045  USGS QUAD   -  ELGIN (1978)
 CG1045
 CG1045                         *CURRENT SURVEY CONTROL
 CG1045  ___________________________________________________________________
 CG1045* NAD 83(1992)-  31 37 34.68565(N)    110 33 10.54390(W)     ADJUSTED  
 CG1045* NAVD 88     -      1516.     (meters)    4974.     (feet)  SCALED    
 CG1045  ___________________________________________________________________
 CG1045  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CG1045  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CG1045
 CG1045  HORZ ORDER  -  FIRST
 CG1045
 CG1045.The horizontal coordinates were established by classical geodetic methods
 CG1045.and adjusted by the National Geodetic Survey in August 1993..
 CG1045
 CG1045.The orthometric height was scaled from a topographic map.
 CG1045
 CG1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1045
 CG1045.The geoid height was determined by GEOID03.
 CG1045
 CG1045;                    North         East     Units Scale Factor Converg.
 CG1045;SPC AZ C     -    70,241.631   342,736.385   MT  1.00010638   +0 42 54.8
 CG1045;SPC AZ C     -   230,451.55  1,124,463.21   iFT  1.00010638   +0 42 54.8
 CG1045;SPC AZ E     -    69,498.928   176,717.151   MT  0.99991655   -0 12 09.2
 CG1045;SPC AZ E     -   228,014.86    579,780.68   iFT  0.99991655   -0 12 09.2
 CG1045;UTM  12      - 3,499,102.002   542,398.827   MT  0.99962217   +0 14 04.0
 CG1045
 CG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1045!SPC AZ C     -   0.99976645  x   1.00010638  =   0.99987280
 CG1045!SPC AZ E     -   0.99976645  x   0.99991655  =   0.99968302
 CG1045!UTM  12      -   0.99976645  x   0.99962217  =   0.99938871
 CG1045
 CG1045:                Primary Azimuth Mark                     Grid Az
 CG1045:SPC AZ C     -  BABOCOMARI                               071 41 01.2
 CG1045:SPC AZ E     -  BABOCOMARI                               072 36 05.2
 CG1045:UTM  12      -  BABOCOMARI                               072 09 52.0
 CG1045
 CG1045|---------------------------------------------------------------------|
 CG1045| PID    Reference Object                     Distance      Geod. Az  |
 CG1045|                                                           dddmmss.s |
 CG1045| CG0965 BABOCOMARI                          APPROX.11.1 KM 0722356.0 |
 CG1045| CC7338 ELGIN RM 1                           11.964 METERS 08537     |
 CG1045| CC7339 ELGIN RM 2                           12.577 METERS 35254     |
 CG1045|---------------------------------------------------------------------|
 CG1045
 CG1045                          SUPERSEDED SURVEY CONTROL
 CG1045
 CG1045  NAD 83(1986)-  31 37 34.67471(N)    110 33 10.53602(W) AD(       ) 1
 CG1045  NAD 27      -  31 37 34.35200(N)    110 33 08.22800(W) AD(       ) 1
 CG1045
 CG1045.Superseded values are not recommended for survey control.
 CG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1045.See file dsdata.txt to determine how the superseded data were derived.
 CG1045
 CG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4239999102(NAD 83)
 CG1045_MARKER: DS = TRIANGULATION STATION DISK
 CG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1045
 CG1045  HISTORY     - Date     Condition        Report By
 CG1045  HISTORY     - 1938     MONUMENTED       CGS
 CG1045  HISTORY     - 1962     GOOD             AMS
 CG1045
 CG1045                          STATION DESCRIPTION
 CG1045
 CG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1045'STATION IS LOCATED ABOUT 3.0 MILES SW OF ELGIN AND ABOUT 1.0
 CG1045'MILE W OF THE ELGIN-CANELO ROAD ON THE HIGHEST POINT OF A GRASSY
 CG1045'HILL 1/4 MILE SW OF AN ABANDONED OIL WELL.  (ABANDONED MACHINERY
 CG1045'AT OLD WELL IS VISIBLE FROM THE MAIN ROAD).
 CG1045'
 CG1045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CG1045'BRONZE DISKS SET IN CONCRETE.
 CG1045'
 CG1045'TO REACH FROM ELGIN GO S ON THE ROAD TO CANILLE STORE AND CANELO
 CG1045'RANGER STATION FOR 0.7 MILE TO A FORK.  KEEP STRAIGHT AHEAD ON
 CG1045'CANELO ROAD 0.9 MILE TO A GATE ON THE RIGHT AT THE TOP OF A
 CG1045'HILL.  (AZIMUTH MARK ON W SIDE OF FENCE AT S END OF GATE).  TURN
 CG1045'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WSW ABOUT 1/4 MILE TO
 CG1045'OLD OIL WELL.  SWING LEFT DOWN HILL ACROSS FLAT TO WINDMILL AND
 CG1045'CONCRETE WATER TANK IN DRAW.  FROM WINDMILL GO S OVER THE
 CG1045'FIRST LOW RIDGE AND UP THE DRAW TO THE NEXT RIDGE AND TURN SW
 CG1045'ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT AND STATION
 CG1045'ABOUT 0.4 MILE FROM THE WINDMILL.
 CG1045'
 CG1045'STATION AND REFERENCE MARKS ARE ON BARE OPEN HILLTOP AND EASILY
 CG1045'LOCATED.
 CG1045
 CG1045                          STATION RECOVERY (1962)
 CG1045
 CG1045'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 CG1045'THE DESCRIPTION OF 1938 IS NO LONGER ADEQUATE AND SHOULD BE REVISED
 CG1045'AS FOLLOWS--
 CG1045'
 CG1045'STATION IS LOCATED ABOUT 3.0 MILES SW. OF ELGIN AND ABOUT 1.0
 CG1045'MILES W. OF THE ELGIN-CANELO ROAD ON THE HIGHEST POINT OF A
 CG1045'GRASSY HILL.  STATION AND REFERENCE MARKS ARE ON BARE OPEN
 CG1045'HILLTOP AND EASILY LOCATED.
 CG1045'
 CG1045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CG1045'BRONZE DISKS SET IN CONCRETE.
 CG1045'
 CG1045'TO REACH FROM ELGIN GO S. ON THE ROAD TO CANELO FOR 0.7 MILE TO A
 CG1045'FORK.  KEEP STRAIGHT AHEAD ON THE CANELO ROAD AND CONTINUE S. FOR
 CG1045'1.9 MILES TO A GATE ON THE RIGHT AND MAINTENANCE ROAD FOR THE
 CG1045'EL PASO NATURAL GAS COMPANY PIPE LINE.  TURN RIGHT PASSING THROUGH
 CG1045'GATE AND GO WEST ON MAINTENANCE ROAD FOR 0.7 MILE TO CREST OF
 CG1045'RIDGE, TURN LEFT AND GO SOUTH CROSS COUNTRY FOR 0.1 MILE TO
 CG1045'SITE OF STATION.
 CG1045'
 CG1045'ALL OTHER DATA FOR THIS DESCRIPTION IS SATISFACTORY.
 CG1045'
 CG1045'REFERENCE MARK NO. 1 WAS MEASURED WITHIN 20 IN OF THE LISTED
 CG1045'DIRECTION AND WITHIN .002 METER OF THE LISTED DISTANCE.
 CG1045'
 CG1045'REFERENCE MARK NO. 2 WAS MEASURED WITHIN 09 IN OF THE LISTED
 CG1045'DIRECTION AND WITHIN .001 METER OF THE LISTED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0478 ***********************************************************************
 ER0478  DESIGNATION -  ELJO
 ER0478  PID         -  ER0478
 ER0478  STATE/COUNTY-  AZ/APACHE
 ER0478  USGS QUAD   -  COYOTE HILLS (1969)
 ER0478
 ER0478                         *CURRENT SURVEY CONTROL
 ER0478  ___________________________________________________________________
 ER0478* NAD 83(1992)-  34 07 55.93822(N)    109 14 55.30248(W)     ADJUSTED  
 ER0478* NAVD 88     -      2144.8    (meters)    7037.     (feet)  VERTCON   
 ER0478  ___________________________________________________________________
 ER0478  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 ER0478  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0478
 ER0478  HORZ ORDER  -  SECOND
 ER0478
 ER0478.The horizontal coordinates were established by classical geodetic methods
 ER0478.and adjusted by the National Geodetic Survey in August 1993..
 ER0478
 ER0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0478
 ER0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0478
 ER0478.The geoid height was determined by GEOID03.
 ER0478
 ER0478;                    North         East     Units Scale Factor Converg.
 ER0478;SPC AZ E     -   347,697.636   298,027.881   MT  0.99998834   +0 30 54.4
 ER0478;SPC AZ E     - 1,140,740.28    977,781.76   iFT  0.99998834   +0 30 54.4
 ER0478;UTM  12      - 3,778,199.844   661,487.616   MT  0.99992147   +0 58 58.4
 ER0478
 ER0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0478!SPC AZ E     -   0.99966695  x   0.99998834  =   0.99965529
 ER0478!UTM  12      -   0.99966695  x   0.99992147  =   0.99958845
 ER0478
 ER0478:                Primary Azimuth Mark                     Grid Az
 ER0478:SPC AZ E     -  STATE                                    013 38 53.3
 ER0478:UTM  12      -  STATE                                    013 10 49.3
 ER0478
 ER0478|---------------------------------------------------------------------|
 ER0478| PID    Reference Object                     Distance      Geod. Az  |
 ER0478|                                                           dddmmss.s |
 ER0478| ER0475 STATE                               APPROX. 4.5 KM 0140947.7 |
 ER0478| CD2845 ELJO RM 1                            10.756 METERS 09334     |
 ER0478| CD2846 ELJO RM 2                            10.699 METERS 26901     |
 ER0478|---------------------------------------------------------------------|
 ER0478
 ER0478                          SUPERSEDED SURVEY CONTROL
 ER0478
 ER0478  NAD 83(1986)-  34 07 55.93701(N)    109 14 55.30861(W) AD(       ) 2
 ER0478  NAD 27      -  34 07 55.76929(N)    109 14 53.00334(W) AD(       ) 2
 ER0478  NGVD 29 (07/19/86) 2143.8    (m)         7033.     (f) VERT ANG       
 ER0478
 ER0478.Superseded values are not recommended for survey control.
 ER0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0478.See file dsdata.txt to determine how the superseded data were derived.
 ER0478
 ER0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6148878200(NAD 83)
 ER0478_MARKER: DD = SURVEY DISK
 ER0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0478+STABILITY: SURFACE MOTION
 ER0478
 ER0478  HISTORY     - Date     Condition        Report By
 ER0478  HISTORY     - 1978     MONUMENTED       AZDT
 ER0478
 ER0478                          STATION DESCRIPTION
 ER0478
 ER0478'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0478'THE STATION IS ABOUT 2 MILES EAST OF SPRINGERVILLE ON SOUTH
 ER0478'SIDE OF U.S. HWY. 60 INSIDE THE R/W FENCE LINE.
 ER0478'
 ER0478'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ELJO 1978
 ER0478'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET SOUTH
 ER0478'OF HWY. CENTERLINE, 4 FEET NORTH OF R/W FENCE AND MARKED WITH A
 ER0478'WITNESS POST AND SIGN.
 ER0478'
 ER0478'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ELJO
 ER0478'RM 1 1978, SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET
 ER0478'NORTH OF R/W FENCE.
 ER0478'
 ER0478'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ELJO
 ER0478'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 ER0478'OF R/W FENCE.
 ER0478'
 ER0478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180-666,
 ER0478'0.7 MILE EAST OF SPRINGERVILLE, TRAVEL EAST ON U.S. HWY. 60 FOR
 ER0478'1.3 MILES TO M.P. 389.91 AND THE STATION ON THE RIGHT.
 ER0478'
 ER0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0853 ***********************************************************************
 ES0853  DESIGNATION -  ELK
 ES0853  PID         -  ES0853
 ES0853  STATE/COUNTY-  AZ/COCONINO
 ES0853  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0853
 ES0853                         *CURRENT SURVEY CONTROL
 ES0853  ___________________________________________________________________
 ES0853* NAD 83(1992)-  34 36 26.65300(N)    111 12 54.02377(W)     ADJUSTED  
 ES0853* NAVD 88     -      2105.9    (meters)    6909.     (feet)  VERTCON   
 ES0853  ___________________________________________________________________
 ES0853  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ES0853  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0853
 ES0853  HORZ ORDER  -  SECOND
 ES0853
 ES0853.The horizontal coordinates were established by classical geodetic methods
 ES0853.and adjusted by the National Geodetic Survey in August 1993..
 ES0853
 ES0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0853
 ES0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0853
 ES0853.The geoid height was determined by GEOID03.
 ES0853
 ES0853;                    North         East     Units Scale Factor Converg.
 ES0853;SPC AZ C     -   400,248.910   277,711.831   MT  0.99995103   +0 23 54.7
 ES0853;SPC AZ C     - 1,313,152.59    911,128.05   iFT  0.99995103   +0 23 54.7
 ES0853;UTM  12      - 3,829,528.033   480,287.028   MT  0.99960479   -0 07 19.6
 ES0853
 ES0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0853!SPC AZ C     -   0.99967323  x   0.99995103  =   0.99962428
 ES0853!UTM  12      -   0.99967323  x   0.99960479  =   0.99927815
 ES0853
 ES0853:                Primary Azimuth Mark                     Grid Az
 ES0853:SPC AZ C     -  HAY                                      088 37 32.9
 ES0853:UTM  12      -  HAY                                      089 08 47.2
 ES0853
 ES0853|---------------------------------------------------------------------|
 ES0853| PID    Reference Object                     Distance      Geod. Az  |
 ES0853|                                                           dddmmss.s |
 ES0853| ES0859 HAY                                 APPROX. 2.0 KM 0890127.6 |
 ES0853| ES0879 SPRING                              APPROX. 0.6 KM 2542317.8 |
 ES0853|---------------------------------------------------------------------|
 ES0853
 ES0853                          SUPERSEDED SURVEY CONTROL
 ES0853
 ES0853  NAD 83(1986)-  34 36 26.64498(N)    111 12 54.02777(W) AD(       ) 2
 ES0853  NGVD 29 (07/10/87) 2104.9    (m)         6906.     (f) VERT ANG       
 ES0853
 ES0853.Superseded values are not recommended for survey control.
 ES0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0853.See file dsdata.txt to determine how the superseded data were derived.
 ES0853
 ES0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8028729528(NAD 83)
 ES0853_MARKER: DS = TRIANGULATION STATION DISK
 ES0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0853+STABILITY: SURFACE MOTION
 ES0853
 ES0853  HISTORY     - Date     Condition        Report By
 ES0853  HISTORY     - 1981     MONUMENTED       AZDT
 ES0853  HISTORY     - 19980813 GOOD             USPSQD
 ES0853
 ES0853                          STATION DESCRIPTION
 ES0853
 ES0853'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0853'THE STATION IS LOCATED 20 MILES NORTHEAST OF PINE, 1.5 MILES SOUTHWEST
 ES0853'OF THE BLUE RIDGE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0853'
 ES0853'THE STATION MARK IS AN AZDT DISK STAMPED---ELK 1981---SET IN TOP
 ES0853'OF A CONCRTE MONUMENT 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 ES0853'AND 7 FEET NORTHWEST OF A CAIRN.
 ES0853'
 ES0853'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0853'
 ES0853'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0853'STATE ROUTE 87 FOR 29.9 MILES TO THE STATION ON THE LEFT AT THE END OF
 ES0853'RIGHT CURVE.  THE STATION IS 1.6 MILES BY HIGHWAY SOUTHWEST OF THE
 ES0853'BLUE RIDGE RANGER STATION.
 ES0853
 ES0853                          STATION RECOVERY (1998)
 ES0853
 ES0853'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2072 ***********************************************************************
 DU2072  DESIGNATION -  ELKS
 DU2072  PID         -  DU2072
 DU2072  STATE/COUNTY-  AZ/PINAL
 DU2072  USGS QUAD   -  FLORENCE (1981)
 DU2072
 DU2072                         *CURRENT SURVEY CONTROL
 DU2072  ___________________________________________________________________
 DU2072* NAD 83(1992)-  33 00 08.78141(N)    111 28 29.48953(W)     ADJUSTED  
 DU2072* NAVD 88     -       445.4    (meters)    1461.     (feet)  VERTCON   
 DU2072  ___________________________________________________________________
 DU2072  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DU2072  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU2072
 DU2072  HORZ ORDER  -  SECOND
 DU2072
 DU2072.The horizontal coordinates were established by classical geodetic methods
 DU2072.and adjusted by the National Geodetic Survey in August 1993..
 DU2072
 DU2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2072
 DU2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2072
 DU2072.The geoid height was determined by GEOID03.
 DU2072
 DU2072;                    North         East     Units Scale Factor Converg.
 DU2072;SPC AZ C     -   222,108.738   254,643.324   MT  0.99992101   +0 14 26.3
 DU2072;SPC AZ C     -   728,703.21    835,443.98   iFT  0.99992101   +0 14 26.3
 DU2072;UTM  12      - 3,651,657.485   455,641.738   MT  0.99962426   -0 15 31.1
 DU2072
 DU2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2072!SPC AZ C     -   0.99993472  x   0.99992101  =   0.99985574
 DU2072!UTM  12      -   0.99993472  x   0.99962426  =   0.99955901
 DU2072
 DU2072:                Primary Azimuth Mark                     Grid Az
 DU2072:SPC AZ C     -  ADAMS                                    083 11 31.8
 DU2072:UTM  12      -  ADAMS                                    083 41 29.2
 DU2072
 DU2072|---------------------------------------------------------------------|
 DU2072| PID    Reference Object                     Distance      Geod. Az  |
 DU2072|                                                           dddmmss.s |
 DU2072| DU2070 ADAMS                               APPROX. 2.8 KM 0832558.1 |
 DU2072| CH5118 ELKS RM 1                            13.672 METERS 09236     |
 DU2072| CH5119 ELKS RM 2                            13.620 METERS 26712     |
 DU2072|---------------------------------------------------------------------|
 DU2072
 DU2072                          SUPERSEDED SURVEY CONTROL
 DU2072
 DU2072  NAD 83(1986)-  33 00 08.77368(N)    111 28 29.49042(W) AD(       ) 2
 DU2072  NAD 27      -  33 00 08.55104(N)    111 28 27.04891(W) AD(       ) 2
 DU2072  NGVD 29 (07/19/86)  444.9    (m)         1460.     (f) VERT ANG       
 DU2072
 DU2072.Superseded values are not recommended for survey control.
 DU2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2072.See file dsdata.txt to determine how the superseded data were derived.
 DU2072
 DU2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5564251657(NAD 83)
 DU2072_MARKER: DD = SURVEY DISK
 DU2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2072+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU2072
 DU2072  HISTORY     - Date     Condition        Report By
 DU2072  HISTORY     - 1975     MONUMENTED       AZDT
 DU2072  HISTORY     - 19960213 GOOD             USPSQD
 DU2072  HISTORY     - 20050223 GOOD             USPSQD
 DU2072  HISTORY     - 20060224 GOOD             USPSQD
 DU2072
 DU2072                          STATION DESCRIPTION
 DU2072
 DU2072'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2072'THE STATION IS LOCATED ABOUT 5.6 MILES WEST SOUTHWEST OF
 DU2072'FLORENCE ALONG THE SOUTH RIGHT-OF-WAY OF STATE ROUTE 287.
 DU2072'
 DU2072'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED ELKS P
 DU2072'AND M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2072'MONUMENT.  THE DISK IS 49 FEET SOUTH OF THE EASTBOUND CENTERLINE,
 DU2072'4.9 FEET NORTH OF THE EASTBOUND RIGHT-OF-WAY FENCELINE,
 DU2072'WEST-SOUTHWEST OF THE ELKS LODGE AND 506 FEET WEST OF ATTAWY
 DU2072'RD. CENTERLINE.
 DU2072'
 DU2072'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2072'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2072'DISK IS 50 FEET SOUTH OF THE EASTBOUND CENTERLINE OF STATE ROUTE
 DU2072'287 AND IS 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DU2072'
 DU2072'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2072'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2072'DISK IS 50 FEET SOUTH OF STATE ROUTE 287 EASTBOUND CENTERLINE
 DU2072'AND 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DU2072'
 DU2072'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO SOUTH
 DU2072'ON STATE HWY. 287 FOR 0.8 MILES TO THE JUNCTION OF STATE
 DU2072'HWY. 287 AND U.S. 80-89.  CONTINUE WEST-SOUTHWEST ON STATE 287
 DU2072'FOR 5.25 MILES TO MILE POST 137.46 AND THE STATION ON THE LEFT
 DU2072'IN THE SOUTH RIGHT-OF-WAY.
 DU2072'
 DU2072'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2072
 DU2072                          STATION RECOVERY (1996)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU2072'RECOVERED IN GOOD CONDITION.
 DU2072
 DU2072                          STATION RECOVERY (2005)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DU2072'RECOVERED AS DESCRIBED
 DU2072
 DU2072                          STATION RECOVERY (2006)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 2006 (JH)
 DU2072'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0250 ***********************************************************************
 GQ0250  DESIGNATION -  ELLIOTT
 GQ0250  PID         -  GQ0250
 GQ0250  STATE/COUNTY-  AZ/COCONINO
 GQ0250  USGS QUAD   -  HAVASU FALLS (1988)
 GQ0250
 GQ0250                         *CURRENT SURVEY CONTROL
 GQ0250  ___________________________________________________________________
 GQ0250* NAD 83(1992)-  36 15 03.54870(N)    112 37 54.63452(W)     ADJUSTED  
 GQ0250* NAVD 88     -      1846.4    (meters)    6058.     (feet)  VERTCON   
 GQ0250  ___________________________________________________________________
 GQ0250  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 GQ0250  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 GQ0250
 GQ0250  HORZ ORDER  -  THIRD
 GQ0250
 GQ0250.The horizontal coordinates were established by classical geodetic methods
 GQ0250.and adjusted by the National Geodetic Survey in August 1993..
 GQ0250
 GQ0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0250
 GQ0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0250
 GQ0250.The geoid height was determined by GEOID03.
 GQ0250
 GQ0250;                    North         East     Units Scale Factor Converg.
 GQ0250;SPC AZ C     -   582,597.021   149,087.937   MT  0.99995088   -0 25 22.5
 GQ0250;SPC AZ C     - 1,911,407.55    489,133.65   iFT  0.99995088   -0 25 22.5
 GQ0250;UTM  12      - 4,013,021.809   353,387.304   MT  0.99986485   -0 57 54.4
 GQ0250
 GQ0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0250!SPC AZ C     -   0.99971397  x   0.99995088  =   0.99966487
 GQ0250!UTM  12      -   0.99971397  x   0.99986485  =   0.99957886
 GQ0250
 GQ0250:                Primary Azimuth Mark                     Grid Az
 GQ0250:SPC AZ C     -  OLIVER                                   155 57 19.7
 GQ0250:UTM  12      -  OLIVER                                   156 29 51.6
 GQ0250
 GQ0250|---------------------------------------------------------------------|
 GQ0250| PID    Reference Object                     Distance      Geod. Az  |
 GQ0250|                                                           dddmmss.s |
 GQ0250| GQ0263 OLIVER                              APPROX. 9.0 KM 1553157.2 |
 GQ0250|---------------------------------------------------------------------|
 GQ0250
 GQ0250                          SUPERSEDED SURVEY CONTROL
 GQ0250
 GQ0250  NAD 83(1986)-  36 15 03.54083(N)    112 37 54.63217(W) AD(       ) 3
 GQ0250  NGVD 29 (05/08/89) 1845.5    (m)         6055.     (f) VERT ANG       
 GQ0250
 GQ0250.Superseded values are not recommended for survey control.
 GQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0250.See file dsdata.txt to determine how the superseded data were derived.
 GQ0250
 GQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5338713022(NAD 83)
 GQ0250_MARKER: DS = TRIANGULATION STATION DISK
 GQ0250_SETTING: 80 = SET IN A BOULDER
 GQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0250+STABILITY: SURFACE MOTION
 GQ0250
 GQ0250  HISTORY     - Date     Condition        Report By
 GQ0250  HISTORY     - 1903     MONUMENTED       USGS
 GQ0250  HISTORY     - 1933     GOOD             USGS
 GQ0250  HISTORY     - 1956     GOOD             USGS
 GQ0250
 GQ0250                          STATION DESCRIPTION
 GQ0250
 GQ0250'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0250'LOCATED ABOUT 6 MI SE. OF MOUTH OF CATARACT CANYON.  ON PROMINENT
 GQ0250'ROUND-TOPPED BUTTE.
 GQ0250'
 GQ0250'TO REACH FROM HEAD OF TOPOCOBYA TRAIL, TAKE SADDLE HORSES.
 GQ0250'
 GQ0250'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0250'IN LIMESTONE ROCK UNDER CAIRN 6 FT. IN DIAMETER AND 6 FT. HIGH.
 GQ0250
 GQ0250                          STATION RECOVERY (1933)
 GQ0250
 GQ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0250'RECOVERED IN GOOD CONDITION.
 GQ0250'
 GQ0250'RM 1--COPPER NAIL AND WASHER IN BLAZE ON BUSHY TREE.
 GQ0250'
 GQ0250'RM 2--COPPER NAIL AND WASHER IN BLAZE ON BUSHY TREE.
 GQ0250
 GQ0250                          STATION RECOVERY (1956)
 GQ0250
 GQ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0250'RECOVERED IN GOOD CONDITION.
 GQ0250'
 GQ0250'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0250'TO JCT. WITH PASTURE WASH RD.  CONTINUE ON HILLTOP RD. 1.3 MI
 GQ0250'PASSING THROUGH DRIFT FENCE CATTLEGUARD, CONTINUE 10.1 MI.  TURN
 GQ0250'RIGHT OFF MAIN RD. ON PARK SERVICE NO. W2 3.6 MI TO RD. FORKS.
 GQ0250'TAKE LEFT FORK 2.6 MI TO JCT. OF TELEPHONE TRAIL.  TURN RIGHT AND
 GQ0250'FOLLOW TELEPHONE TRAIL 0.6 MI.  TURN RIGHT AND FOLLOW DIM JEEP
 GQ0250'TRAIL 1.9 MI TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5770 ***********************************************************************
 DH5770  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5770  DESIGNATION -  ELLIS
 DH5770  PID         -  DH5770
 DH5770  STATE/COUNTY-  AZ/COCHISE
 DH5770  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 DH5770
 DH5770                         *CURRENT SURVEY CONTROL
 DH5770  ___________________________________________________________________
 DH5770* NAD 83(1992)-  32 20 24.96204(N)    109 56 37.63782(W)     ADJUSTED  
 DH5770* NAVD 88     -      1291.14   (meters)    4236.0    (feet)  GPS OBS   
 DH5770  ___________________________________________________________________
 DH5770  X           -  -1,840,236.414 (meters)                     COMP
 DH5770  Y           -  -5,071,483.570 (meters)                     COMP
 DH5770  Z           -   3,393,046.701 (meters)                     COMP
 DH5770  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DH5770  ELLIP HEIGHT-        1263.94  (meters)          (08/22/05) GPS OBS
 DH5770  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH5770
 DH5770  HORZ ORDER  -  B
 DH5770  ELLP ORDER  -  FOURTH    CLASS II
 DH5770
 DH5770.The horizontal coordinates were established by GPS observations
 DH5770.and adjusted by the National Geodetic Survey in August 2005..
 DH5770
 DH5770.The orthometric height was determined by GPS observations and a
 DH5770.high-resolution geoid model using precise GPS observation and
 DH5770.processing techniques.
 DH5770
 DH5770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5770
 DH5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5770
 DH5770.The ellipsoidal height was determined by GPS observations
 DH5770.and is referenced to NAD 83.
 DH5770
 DH5770.The geoid height was determined by GEOID03.
 DH5770
 DH5770;                    North         East     Units Scale Factor Converg.
 DH5770;SPC AZ E     -   148,617.242   234,340.254   MT  0.99990543   +0 07 09.2
 DH5770;SPC AZ E     -   487,589.38    768,832.85   iFT  0.99990543   +0 07 09.2
 DH5770;UTM  12      - 3,578,642.894   599,397.072   MT  0.99972183   +0 33 54.2
 DH5770
 DH5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5770!SPC AZ E     -   0.99980159  x   0.99990543  =   0.99970703
 DH5770!UTM  12      -   0.99980159  x   0.99972183  =   0.99952347
 DH5770
 DH5770                          SUPERSEDED SURVEY CONTROL
 DH5770
 DH5770.No superseded survey control is available for this station.
 DH5770
 DH5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9939778643(NAD 83)
 DH5770_MARKER: DD = SURVEY DISK
 DH5770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5770_STAMPING: ELLIS 2004
 DH5770_MARK LOGO: AZ-003
 DH5770_PROJECTION: FLUSH
 DH5770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5770+STABILITY: SURFACE MOTION
 DH5770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5770+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5770
 DH5770  HISTORY     - Date     Condition        Report By
 DH5770  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5770
 DH5770                          STATION DESCRIPTION
 DH5770
 DH5770'DESCRIBED BY COCHISE COUNTY ARIZONA 2004
 DH5770'FROM INTERSTATE 10 TRAVELING EAST, TAKE EXIT 340 AND BEAR NORTHWEST
 DH5770'PAST THE RIP GRIFFIN TRUCK STOP AND PROCEED ALONG FT. GRANT RD.
 DH5770'APPROXIMATELY 9.0 MILES TO ATWOOD RD. TURN LEFT ON TO ATWOOD AND GO
 DH5770'SOUTH FOR 0.1 MILE TO ROCKHOUSE RD., TURN RIGHT AND TRAVEL WEST FOR
 DH5770'1.0 MILES TO POINT. POINT IS LOCATED APPROXIMATELY 30 FEET EAST AND 50
 DH5770'FEET SOUTH OF THE INTERSECTION OF ROCKHOUSE RD. AND HIGH GROVE RD., 30
 DH5770'FEET SOUTH OF FENCEL LINE.
 DH5770' 
 DH5770'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5770'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5770'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1382 ***********************************************************************
 DU1382  DESIGNATION -  ELLIS AND BUSH
 DU1382  PID         -  DU1382
 DU1382  STATE/COUNTY-  AZ/MARICOPA
 DU1382  USGS QUAD   -  BUCKHORN (1982)
 DU1382
 DU1382                         *CURRENT SURVEY CONTROL
 DU1382  ___________________________________________________________________
 DU1382* NAD 83(1986)-  33 25 54.     (N)    111 41 02.     (W)     SCALED    
 DU1382* NAVD 88     -       444.65   (+/-2cm)    1458.8    (feet)  VERTCON   
 DU1382  ___________________________________________________________________
 DU1382  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU1382
 DU1382  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1382
 DU1382.The horizontal coordinates were scaled from a topographic map and have
 DU1382.an estimated accuracy of +/- 6 seconds.
 DU1382
 DU1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1382.The vertical order pertains to the NGVD 29 superseded value.
 DU1382
 DU1382.The geoid height was determined by GEOID03.
 DU1382
 DU1382;                    North         East    Units  Estimated Accuracy
 DU1382;SPC AZ C     -   269,650.      235,010.      MT  (+/- 180 meters Scaled)
 DU1382
 DU1382                          SUPERSEDED SURVEY CONTROL
 DU1382
 DU1382  NGVD 29 (??/??/92)  444.097  (m)         1457.01   (f) ADJ UNCH    1 1
 DU1382
 DU1382.Superseded values are not recommended for survey control.
 DU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1382.See file dsdata.txt to determine how the superseded data were derived.
 DU1382
 DU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364993(NAD 83)
 DU1382_MARKER: DD = SURVEY DISK
 DU1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1382_SP_SET: ROAD INTERSECTION
 DU1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1382
 DU1382  HISTORY     - Date     Condition        Report By
 DU1382  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1382  HISTORY     - 1975     GOOD             NGS
 DU1382
 DU1382                          STATION DESCRIPTION
 DU1382
 DU1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1382'9.75 MI SE FROM MESA.
 DU1382'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1382'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 1.05 MILES NORTH ALONG BUSH
 DU1382'HIGHWAY TO THE INTERSECTION OF BUSH HIGHWAY AND ELLIS.  MARK IS SET IN
 DU1382'THE INTERSECTION AND FLUSH WITH THE ROAD SURFACE.  SECTION 13, T 1N, R
 DU1382'6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2105 ***********************************************************************
 DU2105  DESIGNATION -  ELLSWORTH
 DU2105  PID         -  DU2105
 DU2105  STATE/COUNTY-  AZ/MARICOPA
 DU2105  USGS QUAD   -  HIGLEY (1981)
 DU2105
 DU2105                         *CURRENT SURVEY CONTROL
 DU2105  ___________________________________________________________________
 DU2105* NAD 83(1992)-  33 21 53.35781(N)    111 38 08.76352(W)     ADJUSTED  
 DU2105* NAVD 88     -       433.4    (meters)    1422.     (feet)  VERTCON   
 DU2105  ___________________________________________________________________
 DU2105  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DU2105  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2105
 DU2105  HORZ ORDER  -  SECOND
 DU2105
 DU2105.The horizontal coordinates were established by classical geodetic methods
 DU2105.and adjusted by the National Geodetic Survey in August 1993..
 DU2105
 DU2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2105
 DU2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2105
 DU2105.The geoid height was determined by GEOID03.
 DU2105
 DU2105;                    North         East     Units Scale Factor Converg.
 DU2105;SPC AZ C     -   262,244.266   239,499.777   MT  0.99990842   +0 09 16.2
 DU2105;SPC AZ C     -   860,381.45    785,760.42   iFT  0.99990842   +0 09 16.2
 DU2105;UTM  12      - 3,691,912.763   440,854.378   MT  0.99964313   -0 20 58.8
 DU2105
 DU2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2105!SPC AZ C     -   0.99993660  x   0.99990842  =   0.99984503
 DU2105!UTM  12      -   0.99993660  x   0.99964313  =   0.99957975
 DU2105
 DU2105:                Primary Azimuth Mark                     Grid Az
 DU2105:SPC AZ C     -  QUEEN                                    269 48 51.8
 DU2105:UTM  12      -  QUEEN                                    270 19 06.8
 DU2105
 DU2105|---------------------------------------------------------------------|
 DU2105| PID    Reference Object                     Distance      Geod. Az  |
 DU2105|                                                           dddmmss.s |
 DU2105| DU2096 QUEEN                               APPROX. 0.8 KM 2695808.0 |
 DU2105|---------------------------------------------------------------------|
 DU2105
 DU2105                          SUPERSEDED SURVEY CONTROL
 DU2105
 DU2105  NAD 83(1986)-  33 21 53.35284(N)    111 38 08.76723(W) AD(       ) 2
 DU2105  NAD 27      -  33 21 53.17819(N)    111 38 06.28565(W) AD(       ) 2
 DU2105  NGVD 29 (07/19/86)  432.9    (m)         1420.     (f) VERT ANG       
 DU2105
 DU2105.Superseded values are not recommended for survey control.
 DU2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2105.See file dsdata.txt to determine how the superseded data were derived.
 DU2105
 DU2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4085491913(NAD 83)
 DU2105_MARKER: DD = SURVEY DISK
 DU2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2105+STABILITY: SURFACE MOTION
 DU2105
 DU2105  HISTORY     - Date     Condition        Report By
 DU2105  HISTORY     - 1976     MONUMENTED       AZDT
 DU2105
 DU2105                          STATION DESCRIPTION
 DU2105
 DU2105'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2105'THE STATION IS ABOUT 12.6 MILES SOUTHEAST OF MESA AND 6 MILES
 DU2105'SOUTHWEST OF APACHE JUNCTION ON THE EAST SIDE OF ELLSWORTH RD.
 DU2105'
 DU2105'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ELLSWORTH
 DU2105'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2105'STATION IS 53 FEET EAST OF CENTERLINE OF ELLSWORTH RD. 2.5
 DU2105'FEET WEST OF THE RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS
 DU2105'POST AND SIGN.
 DU2105'
 DU2105'NO REFERENCE MARKS WERE SET AT THIS STATION.
 DU2105'
 DU2105'TO REACH THE STATION FROM THE INTERSECTION OF
 DU2105'U.S. HWY. 60-70-80-89 AND STATE ROUTE 87-93 IN MESA, TRAVEL EAST
 DU2105'ON U.S. HWY. 60-70-80-89 FOR 12 MILES TO ELLSWORTH RD., GO
 DU2105'SOUTH ON ELLSWORTH RD. FOR 3.3 MILES TO THE STATION ON THE EAST
 DU2105'RIGHT-OF-WAY.
 DU2105'
 DU2105'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2233 ***********************************************************************
 DV2233  DESIGNATION -  ELM
 DV2233  PID         -  DV2233
 DV2233  STATE/COUNTY-  AZ/MARICOPA
 DV2233  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2233
 DV2233                         *CURRENT SURVEY CONTROL
 DV2233  ___________________________________________________________________
 DV2233* NAD 83(1992)-  33 30 23.36901(N)    112 01 48.77212(W)     ADJUSTED  
 DV2233* NAVD 88     -       356.7    (meters)    1170.     (feet)  VERTCON   
 DV2233  ___________________________________________________________________
 DV2233  X           -  -1,996,987.673 (meters)                     COMP
 DV2233  Y           -  -4,935,223.299 (meters)                     COMP
 DV2233  Z           -   3,501,115.185 (meters)                     COMP
 DV2233  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DV2233  ELLIP HEIGHT-         327.04  (meters)          (06/11/02) GPS OBS
 DV2233  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV2233
 DV2233  HORZ ORDER  -  FIRST
 DV2233  ELLP ORDER  -  FOURTH    CLASS II
 DV2233
 DV2233.The horizontal coordinates were established by GPS observations
 DV2233.and adjusted by the National Geodetic Survey in August 1993..
 DV2233
 DV2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2233
 DV2233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2233
 DV2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2233
 DV2233.The ellipsoidal height was determined by GPS observations
 DV2233.and is referenced to NAD 83.
 DV2233
 DV2233.The geoid height was determined by GEOID03.
 DV2233
 DV2233;                    North         East     Units Scale Factor Converg.
 DV2233;SPC AZ C     -   277,926.136   202,810.688   MT  0.99990137   -0 03 45.7
 DV2233;SPC AZ C     -   911,831.15    665,389.40   iFT  0.99990137   -0 03 45.7
 DV2233;UTM  12      - 3,707,913.833   404,313.255   MT  0.99971288   -0 34 07.5
 DV2233
 DV2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2233!SPC AZ C     -   0.99994866  x   0.99990137  =   0.99985003
 DV2233!UTM  12      -   0.99994866  x   0.99971288  =   0.99966155
 DV2233
 DV2233                          SUPERSEDED SURVEY CONTROL
 DV2233
 DV2233  ELLIP H (08/23/93)  327.13   (m)                       GP(       ) 4 2
 DV2233  NAD 83(1986)-  33 30 23.36334(N)    112 01 48.77744(W) AD(       ) 1
 DV2233  NGVD 29 (09/11/89)  356.1    (m)         1168.     (f) GPS OBS        
 DV2233
 DV2233.Superseded values are not recommended for survey control.
 DV2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2233.See file dsdata.txt to determine how the superseded data were derived.
 DV2233
 DV2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0431307914(NAD 83)
 DV2233_MARKER: DD = SURVEY DISK
 DV2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2233+STABILITY: SURFACE MOTION
 DV2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2233+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2233
 DV2233  HISTORY     - Date     Condition        Report By
 DV2233  HISTORY     - 1986     MONUMENTED       AZDT
 DV2233  HISTORY     - 19950415 GOOD             USPSQD
 DV2233  HISTORY     - 20060809 GOOD             GEOCAC
 DV2233
 DV2233                          STATION DESCRIPTION
 DV2233
 DV2233'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2233'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) NORTHEAST OF DOWNTOWN
 DV2233'PHOENIX, ARIZONA, AND ABOUT 9.7 KM (6.0 MI) WEST OF SCOTTSDALE,
 DV2233'ARIZONA.
 DV2233'
 DV2233'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD AND
 DV2233'24TH STREET, GO SOUTH ON 24TH STREET FOR 0.41 KM (0.25 MI) TO THE
 DV2233'INTERSECTION OF ELM STREET AND 24TH STREET AND TO THE STATION IN
 DV2233'THE CENTER OF THE INTERSECTION.
 DV2233'
 DV2233'THE STATION IS A STANDARD CITY OF PHOENIX BRASS CAP
 DV2233'UNSTAMPED---,
 DV2233'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2233'20 CM IN DIAMETER FLUSH WITH THE GROUND.
 DV2233
 DV2233                          STATION RECOVERY (1995)
 DV2233
 DV2233'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2233'RECOVERED IN GOOD CONDITION.
 DV2233
 DV2233                          STATION RECOVERY (2006)
 DV2233
 DV2233'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2233'MARGINAL FOR SATELLITE OBSERVATION. LARGE BUILDINGS OBSTRUCTING TO THE
 DV2233'NORTH AND NORTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2137 ***********************************************************************
 CZ2137  DESIGNATION -  ELOY
 CZ2137  PID         -  CZ2137
 CZ2137  STATE/COUNTY-  AZ/PINAL
 CZ2137  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2137
 CZ2137                         *CURRENT SURVEY CONTROL
 CZ2137  ___________________________________________________________________
 CZ2137* NAD 83(1992)-  32 40 07.95457(N)    111 32 49.05196(W)     ADJUSTED  
 CZ2137* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 CZ2137  ___________________________________________________________________
 CZ2137  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CZ2137  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2137
 CZ2137  HORZ ORDER  -  FIRST
 CZ2137
 CZ2137.The horizontal coordinates were established by classical geodetic methods
 CZ2137.and adjusted by the National Geodetic Survey in August 1993..
 CZ2137
 CZ2137.The orthometric height was scaled from a topographic map.
 CZ2137
 CZ2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2137
 CZ2137.The geoid height was determined by GEOID03.
 CZ2137
 CZ2137;                    North         East     Units Scale Factor Converg.
 CZ2137;SPC AZ C     -   185,093.479   248,035.494   MT  0.99991482   +0 11 58.4
 CZ2137;SPC AZ C     -   607,262.07    813,764.74   iFT  0.99991482   +0 11 58.4
 CZ2137;UTM  12      - 3,614,711.644   448,715.052   MT  0.99963243   -0 17 42.9
 CZ2137
 CZ2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2137!SPC AZ C     -   0.99992645  x   0.99991482  =   0.99984128
 CZ2137!UTM  12      -   0.99992645  x   0.99963243  =   0.99955891
 CZ2137
 CZ2137:                Primary Azimuth Mark                     Grid Az
 CZ2137:SPC AZ C     -  ELOY ARIZONA COMPRESS CO TANK            020 30 26.5
 CZ2137:UTM  12      -  ELOY ARIZONA COMPRESS CO TANK            021 00 07.8
 CZ2137
 CZ2137|---------------------------------------------------------------------|
 CZ2137| PID    Reference Object                     Distance      Geod. Az  |
 CZ2137|                                                           dddmmss.s |
 CZ2137| CZ2135 ELOY ARIZONA COMPRESS CO TANK       APPROX. 7.3 KM 0204224.9 |
 CZ2137| CZ2136 ELOY FEDERAL COMPRESS CO N TK       APPROX. 8.3 KM 0223822.5 |
 CZ2137| CH5121 ELOY RM 1                            17.930 METERS 05039     |
 CZ2137| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX.14.2 KM 1051143.8 |
 CZ2137| CH5123 ELOY RM 3                            11.582 METERS 13621     |
 CZ2137| CZ1345 P 304                                              2071302.0 |
 CZ2137| CH5124 ELOY RM 4                            11.994 METERS 22837     |
 CZ2137| CH5120 ELOY AZ MK                                         2705803.7 |
 CZ2137| CH5122 ELOY RM 2                            17.702 METERS 30643     |
 CZ2137| CZ2024 PHOENIX TUCSON AWY BCN 5            APPROX.17.0 KM 3532050.6 |
 CZ2137|---------------------------------------------------------------------|
 CZ2137
 CZ2137                          SUPERSEDED SURVEY CONTROL
 CZ2137
 CZ2137  NAD 83(1986)-  32 40 07.94880(N)    111 32 49.05185(W) AD(       ) 1
 CZ2137  NAD 27      -  32 40 07.71620(N)    111 32 46.61950(W) AD(       ) 1
 CZ2137
 CZ2137.Superseded values are not recommended for survey control.
 CZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2137.See file dsdata.txt to determine how the superseded data were derived.
 CZ2137
 CZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4871514712(NAD 83)
 CZ2137_MARKER: DS = TRIANGULATION STATION DISK
 CZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2137
 CZ2137  HISTORY     - Date     Condition        Report By
 CZ2137  HISTORY     - 1935     MONUMENTED       CGS
 CZ2137  HISTORY     - 1946     SEE DESCRIPTION  BOR
 CZ2137  HISTORY     - 1947     SEE DESCRIPTION  CGS
 CZ2137  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ2137  HISTORY     - 1968     GOOD             AMS
 CZ2137
 CZ2137                          STATION DESCRIPTION
 CZ2137
 CZ2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2137'ON THE FLATS, ABOUT 5 MILES, AIR LINE, DUE SOUTH OF THE TOWN OF
 CZ2137'ELOY, ON THE SOUTH SIDE OF THE ROAD, ABOUT 0.4 MILE WEST
 CZ2137'OF A RANCH HOUSE AND 35 FEET SOUTH OF FENCE LINE.  MARKED BY
 CZ2137'STANDARD BRONZE DISKS.  REFERENCE
 CZ2137'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS 17.930
 CZ2137'METERS (58.83 FEET) FROM STATION N 50 DEG 39 MIN E.
 CZ2137'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ2137'IS 17.702 METERS (58.08 FEET) FROM STATION
 CZ2137'N 53 DEG 17 MIN W.  AZIMUTH MARK, A STANDARD BRONZE DISK,
 CZ2137'IS ABOUT 2 FEET EAST OF A FENCE CORNER AND 0.2 MILE FROM
 CZ2137'STATION N 89 DEG 02 MIN W.
 CZ2137
 CZ2137                          STATION RECOVERY (1946)
 CZ2137
 CZ2137'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1946 (WES)
 CZ2137'STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK WERE
 CZ2137'FOUND PULLED UP AND PILED IN A HEAP.
 CZ2137
 CZ2137                          STATION RECOVERY (1947)
 CZ2137
 CZ2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AF)
 CZ2137'STATION SITE AT EDGE OF PLOWED FIELD.  STATION MARK AND ALL
 CZ2137'REFERENCE MARKS HAVE BEEN UPROOTED.  THIS STATION CAN NOT
 CZ2137'BE REESTABLISHED FROM POSITION OF MARKS AT PRESENT.  CONCRETE
 CZ2137'PIERS FOR MARKS WERE FOUND, BUT HAVE BEEN MOVED CONSIDERABLE
 CZ2137'DISTANCE FROM TRUE LOCATION.
 CZ2137
 CZ2137                          STATION RECOVERY (1960)
 CZ2137
 CZ2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2137'SURFACE MARK, REFERENCE AND AZIMUTH MARKS OF ORIGINAL STATION
 CZ2137'DESTROYED AS PREVIOUSLY REPORTED.
 CZ2137'
 CZ2137'THE UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE 25 INCHES
 CZ2137'BELOW GROUND LEVEL IN A CULTIVATED FIELD.  TWO NEW REFERENCE
 CZ2137'MARKS WERE SET AND A COAST AND GEODETIC SURVEY BENCH MARK WAS
 CZ2137'USED FOR AN AZIMUTH MARK.  NO SURFACE MARK WAS ESTABLISHED.
 CZ2137'
 CZ2137'STATION IS LOCATED 5 MILES SOUTH AND 1/4 MILE EAST OF ELOY VIA
 CZ2137'SECTION LINE ROADS IN A CULTIVATED FIELD VERY CLOSE TO THE LINE
 CZ2137'BETWEEN THE NORTHWEST AND SOUTHWEST 1/4 SECTION LINE OF SECTION 5,
 CZ2137'T 9 S, R 8 E.
 CZ2137'
 CZ2137'REACHED FROM THE FIRST NATIONAL BANK IN ELOY BY GOING EAST ON
 CZ2137'STATE HIGHWAY 84 FOR 1 BLOCK, TURN RIGHT, ON SUNSHINE BLVD, AND
 CZ2137'FOLLOW MACADAM ROAD SOUTH FOR 5.5 MILES TO A FIELD ROAD
 CZ2137'ON THE LEFT AND A GROUP OF STUCCO CABINS ON THE RIGHT
 CZ2137'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE SOUTH ON MACADAM
 CZ2137'ROAD FOR 0.5 MILE TO CROSSROADS AND MARK ON THE RIGHT), TURN
 CZ2137'LEFT ON FIELD ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CZ2137'
 CZ2137'REFERENCE MARKS ARE 4-FOOT LENGTHS OF CONCRETE-FILLED SOIL
 CZ2137'PIPE, REINFORCED WITH A 5-FOOT LENGTH OF STEEL FENCE POST DRIVEN
 CZ2137'THEREIN.  BOTH HAVE STANDARD DISKS SET IN THE TOP AND STAMPED
 CZ2137'ELOY 1935 NO. 3 AND 4 RESPECTIVELY AND ARE IN THE SPOIL BANK
 CZ2137'OF A CONCRETE IRRIGATION DITCH ADJACENT THE PARALLELING FENCE
 CZ2137'LINE.
 CZ2137'
 CZ2137'BENCH MARK P 304 WAS USED FOR AN AZIMUTH MARK.  IT IS A BENCH
 CZ2137'MARK DISK, STAMPED P 304 1951, SET IN THE TOP OF A CONCRETE POST
 CZ2137'PROJECTING 8 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF
 CZ2137'A MACADAM ROAD, 35 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 CZ2137'10 FEET NORTHWEST OF A POWERLINE GUY POLE AND 1.8 FEET NORTH
 CZ2137'OF A WHITE WITNESS POST.
 CZ2137'
 CZ2137'THE STATION MARK IS 148 FEET WEST-NORTHWEST OF A POWERLINE
 CZ2137'POLE, 43 FEET NORTH OF THE CENTER OF A FIELD ROAD, 36.6 FEET
 CZ2137'NORTHWEST OF A WITNESS POST AND 18.6 FEET NORTH OF THE NORTH
 CZ2137'EDGE OF THE CONCRETE IRRIGATION DITCH.
 CZ2137
 CZ2137                          STATION RECOVERY (1968)
 CZ2137
 CZ2137'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 CZ2137'THE STATION MARK, *BM P 304 (AZIMUTH MARK), R.M. NO.
 CZ2137'3 AND NO. 4 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CZ2137'
 CZ2137'*AN IRRIGATION DITCH HAS BEEN CONSTRUCTED NORTH OF BM P 304
 CZ2137'(AZIMUTH MARK) AND MARK IS NOW IN BANK OF DITCH 1-1/2 FT.
 CZ2137'SOUTH OF CENTERLINE OF DITCH.
 CZ2137'
 CZ2137'CHECK DISTANCE TO R.M.S
 CZ2137'
 CZ2137'PUB. DIST R.M. NO. 3 = 11.582 METERS OR 38.00 FEET, CHECK DIST.
 CZ2137'38.00 FT.
 CZ2137'
 CZ2137'PUB. DIST R.M. NO. 4 = 11.994 METERS OR 39.35 FEET, CHECK
 CZ2137'DIST. 39.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2135 ***********************************************************************
 CZ2135  DESIGNATION -  ELOY ARIZONA COMPRESS CO TANK
 CZ2135  PID         -  CZ2135
 CZ2135  STATE/COUNTY-  AZ/PINAL
 CZ2135  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2135
 CZ2135                         *CURRENT SURVEY CONTROL
 CZ2135  ___________________________________________________________________
 CZ2135* NAD 83(1992)-  32 43 48.17763(N)    111 31 10.55992(W)     ADJUSTED  
 CZ2135* NAVD 88     -                                                        
 CZ2135  ___________________________________________________________________
 CZ2135  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 CZ2135  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2135
 CZ2135  HORZ ORDER  -  THIRD
 CZ2135
 CZ2135.The horizontal coordinates were established by classical geodetic methods
 CZ2135.and adjusted by the National Geodetic Survey in August 1993..
 CZ2135
 CZ2135
 CZ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2135
 CZ2135.The geoid height was determined by GEOID03.
 CZ2135
 CZ2135;                    North         East     Units Scale Factor Converg.
 CZ2135;SPC AZ C     -   191,886.177   250,576.150   MT  0.99991707   +0 12 52.9
 CZ2135;SPC AZ C     -   629,547.82    822,100.23   iFT  0.99991707   +0 12 52.9
 CZ2135;UTM  12      - 3,621,480.199   451,313.582   MT  0.99962923   -0 16 51.4
 CZ2135
 CZ2135                          SUPERSEDED SURVEY CONTROL
 CZ2135
 CZ2135  NAD 83(1986)-  32 43 48.17233(N)    111 31 10.56031(W) AD(       ) 4
 CZ2135  NAD 27      -  32 43 47.94300(N)    111 31 08.12600(W) AD(       ) 3
 CZ2135
 CZ2135.Superseded values are not recommended for survey control.
 CZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2135.See file dsdata.txt to determine how the superseded data were derived.
 CZ2135
 CZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5131421480(NAD 83)
 CZ2135_MARKER: 53 = ELEVATED TANK
 CZ2135
 CZ2135  HISTORY     - Date     Condition        Report By
 CZ2135  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2135  HISTORY     - 1968     GOOD             AMS
 CZ2135  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2135
 CZ2135                          STATION DESCRIPTION
 CZ2135
 CZ2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2135'THE STATION IS THE CENTER OF A LARGE METAL TANK THAT IS
 CZ2135'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 CZ2135'HEIGHT OF APPROXIMATELY 145 FEET.
 CZ2135'
 CZ2135'THE STATION IS 2-1/2 MILES EAST OF ELOY AND 0.2 MILE SOUTH OF
 CZ2135'THE JUNCTION OF STATE HIGHWAYS 87, 84 AND 93.  IT IS CENTRALLY
 CZ2135'LOCATED IN THE COMPRESS PLANT.
 CZ2135
 CZ2135                          STATION RECOVERY (1968)
 CZ2135
 CZ2135'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2135'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  THE NAME
 CZ2135'OF THE WATER COMPANY HAS BEEN CHANGED FROM ARIZONA COMPRESS
 CZ2135'CO, TO--WESTERN COMPRESS CO., AS OF 1 AUG. 62.
 CZ2135
 CZ2135                          STATION RECOVERY (2005)
 CZ2135
 CZ2135'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2134 ***********************************************************************
 CZ2134  DESIGNATION -  ELOY FEDERAL COMPRESS CO S TK
 CZ2134  PID         -  CZ2134
 CZ2134  STATE/COUNTY-  AZ/PINAL
 CZ2134  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2134
 CZ2134                         *CURRENT SURVEY CONTROL
 CZ2134  ___________________________________________________________________
 CZ2134* NAD 83(1992)-  32 44 05.60934(N)    111 30 42.03492(W)     ADJUSTED  
 CZ2134* NAVD 88     -                                                        
 CZ2134  ___________________________________________________________________
 CZ2134  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CZ2134  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2134
 CZ2134  HORZ ORDER  -  THIRD
 CZ2134
 CZ2134.The horizontal coordinates were established by classical geodetic methods
 CZ2134.and adjusted by the National Geodetic Survey in August 1993..
 CZ2134
 CZ2134
 CZ2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2134
 CZ2134.The geoid height was determined by GEOID03.
 CZ2134
 CZ2134;                    North         East     Units Scale Factor Converg.
 CZ2134;SPC AZ C     -   192,425.932   251,316.764   MT  0.99991776   +0 13 08.4
 CZ2134;SPC AZ C     -   631,318.67    824,530.07   iFT  0.99991776   +0 13 08.4
 CZ2134;UTM  12      - 3,622,013.373   452,058.623   MT  0.99962834   -0 16 36.1
 CZ2134
 CZ2134                          SUPERSEDED SURVEY CONTROL
 CZ2134
 CZ2134  NAD 83(1986)-  32 44 05.60410(N)    111 30 42.03549(W) AD(       ) 4
 CZ2134  NAD 27      -  32 44 05.37400(N)    111 30 39.60100(W) AD(       ) 3
 CZ2134
 CZ2134.Superseded values are not recommended for survey control.
 CZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2134.See file dsdata.txt to determine how the superseded data were derived.
 CZ2134
 CZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5205922013(NAD 83)
 CZ2134_MARKER: 53 = ELEVATED TANK
 CZ2134
 CZ2134  HISTORY     - Date     Condition        Report By
 CZ2134  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2134  HISTORY     - 1968     GOOD             AMS
 CZ2134  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2134
 CZ2134                          STATION DESCRIPTION
 CZ2134
 CZ2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2134'THE STATION IS ABOUT 2.5 MILES EAST OF ELOY.  IT IS THE CENTER OF A
 CZ2134'LARGE METAL TANK THAT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 CZ2134'HAS AN OVERALL HEIGHT OF 145 FEET.
 CZ2134'
 CZ2134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87, 84, AND
 CZ2134'93, WHICH IS 2 1/2 MILES EAST OF ELOY, GO NORTH ON STATE HIGHWAY 87
 CZ2134'FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON MACADAM
 CZ2134'ROAD FOR 0.2 MILE TO A T ROAD LEFT, TURN LEFT, NORTH, AND GO 0.05
 CZ2134'MILE, THEN TURN RIGHT, EAST, AND GO 0.05 MILE TO THE STATION.
 CZ2134
 CZ2134                          STATION RECOVERY (1968)
 CZ2134
 CZ2134'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2134'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2134'ADEQUATE.
 CZ2134
 CZ2134                          STATION RECOVERY (2005)
 CZ2134
 CZ2134'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2136 ***********************************************************************
 CZ2136  DESIGNATION -  ELOY FEDERAL COMPRESS CO N TK
 CZ2136  PID         -  CZ2136
 CZ2136  STATE/COUNTY-  AZ/PINAL
 CZ2136  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2136
 CZ2136                         *CURRENT SURVEY CONTROL
 CZ2136  ___________________________________________________________________
 CZ2136* NAD 83(1992)-  32 44 16.65628(N)    111 30 46.31536(W)     ADJUSTED  
 CZ2136* NAVD 88     -                                                        
 CZ2136  ___________________________________________________________________
 CZ2136  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 CZ2136  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2136
 CZ2136  HORZ ORDER  -  THIRD
 CZ2136
 CZ2136.The horizontal coordinates were established by classical geodetic methods
 CZ2136.and adjusted by the National Geodetic Survey in August 1993..
 CZ2136
 CZ2136
 CZ2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2136
 CZ2136.The geoid height was determined by GEOID03.
 CZ2136
 CZ2136;                    North         East     Units Scale Factor Converg.
 CZ2136;SPC AZ C     -   192,765.782   251,204.030   MT  0.99991765   +0 13 06.2
 CZ2136;SPC AZ C     -   632,433.67    824,160.20   iFT  0.99991765   +0 13 06.2
 CZ2136;UTM  12      - 3,622,354.087   451,948.864   MT  0.99962847   -0 16 38.5
 CZ2136
 CZ2136                          SUPERSEDED SURVEY CONTROL
 CZ2136
 CZ2136  NAD 83(1986)-  32 44 16.65097(N)    111 30 46.31583(W) AD(       ) 4
 CZ2136  NAD 27      -  32 44 16.42200(N)    111 30 43.88200(W) AD(       ) 3
 CZ2136
 CZ2136.Superseded values are not recommended for survey control.
 CZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2136.See file dsdata.txt to determine how the superseded data were derived.
 CZ2136
 CZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5194922354(NAD 83)
 CZ2136_MARKER: 53 = ELEVATED TANK
 CZ2136
 CZ2136  HISTORY     - Date     Condition        Report By
 CZ2136  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2136  HISTORY     - 1968     GOOD             AMS
 CZ2136  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2136
 CZ2136                          STATION DESCRIPTION
 CZ2136
 CZ2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2136'STATION LOCATED ABOUT 2.5 MILES EAST OF ELOY IS THE CENTER
 CZ2136'OF A LARGE METAL TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 CZ2136'IT HAS AN OVER-ALL HEIGHT OF 145 FEET.
 CZ2136'
 CZ2136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87,
 CZ2136'84 AND 93, WHICH IS 2-1/2 MILES EAST OF ELOY, GO NORTH ON STATE
 CZ2136'HIGHWAY 87 FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO
 CZ2136'EAST ON MACADAM ROAD FOR 0.2 MILE TO A T ROAD LEFT, TURN LEFT,
 CZ2136'NORTH AND GO 0.35 MILE TO THE STATION.
 CZ2136
 CZ2136                          STATION RECOVERY (1968)
 CZ2136
 CZ2136'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2136'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2136'ADEQUATE.
 CZ2136
 CZ2136                          STATION RECOVERY (2005)
 CZ2136
 CZ2136'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2025 ***********************************************************************
 CZ2025  DESIGNATION -  ELOY MUNICIPAL TANK
 CZ2025  PID         -  CZ2025
 CZ2025  STATE/COUNTY-  AZ/PINAL
 CZ2025  USGS QUAD   -  ELOY NORTH (1992)
 CZ2025
 CZ2025                         *CURRENT SURVEY CONTROL
 CZ2025  ___________________________________________________________________
 CZ2025* NAD 83(1992)-  32 45 03.59889(N)    111 33 19.80807(W)     ADJUSTED  
 CZ2025* NAVD 88     -                                                        
 CZ2025  ___________________________________________________________________
 CZ2025  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CZ2025  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2025
 CZ2025  HORZ ORDER  -  THIRD
 CZ2025
 CZ2025.The horizontal coordinates were established by classical geodetic methods
 CZ2025.and adjusted by the National Geodetic Survey in August 1993..
 CZ2025
 CZ2025
 CZ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2025
 CZ2025.The geoid height was determined by GEOID03.
 CZ2025
 CZ2025;                    North         East     Units Scale Factor Converg.
 CZ2025;SPC AZ C     -   194,197.316   247,203.173   MT  0.99991412   +0 11 43.4
 CZ2025;SPC AZ C     -   637,130.30    811,034.03   iFT  0.99991412   +0 11 43.4
 CZ2025;UTM  12      - 3,623,819.772   447,961.682   MT  0.99963339   -0 18 01.9
 CZ2025
 CZ2025                          SUPERSEDED SURVEY CONTROL
 CZ2025
 CZ2025  NAD 83(1986)-  32 45 03.59351(N)    111 33 19.80811(W) AD(       ) 4
 CZ2025  NAD 27      -  32 45 03.36745(N)    111 33 17.34501(W) AD(       ) 3
 CZ2025
 CZ2025.Superseded values are not recommended for survey control.
 CZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2025.See file dsdata.txt to determine how the superseded data were derived.
 CZ2025
 CZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4796223820(NAD 83)
 CZ2025_MARKER: 53 = ELEVATED TANK
 CZ2025
 CZ2025  HISTORY     - Date     Condition        Report By
 CZ2025  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2025  HISTORY     - 1962     GOOD             CGS
 CZ2025  HISTORY     - 1968     GOOD             AMS
 CZ2025  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2025
 CZ2025                          STATION DESCRIPTION
 CZ2025
 CZ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2025'THE STATION IS CENTRALLY LOCATED IN THE TOWN OF ELOY, 0.1 MILE
 CZ2025'SOUTH OF THE RAILROAD DEPOT.  IT IS THE CENTER OF A LARGE
 CZ2025'METAL TANK THAT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 CZ2025'HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 CZ2025
 CZ2025                          STATION RECOVERY (1962)
 CZ2025
 CZ2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2025'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF ELOY,
 CZ2025'ABOUT 100 YARDS SOUTH OF STATE HIGHWAY 93 AND JUST SOUTH OF
 CZ2025'THE RAILROAD TRACKS AND DEPOT.
 CZ2025'
 CZ2025'STATION IS A TANK SUPPORTED BY 4 LEGS, IS PAINTED SILVER AND
 CZ2025'IS APPROXIMATELY 110 FEET HIGH.
 CZ2025'
 CZ2025'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 CZ2025
 CZ2025                          STATION RECOVERY (1968)
 CZ2025
 CZ2025'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2025'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2025'ADEQUATE.
 CZ2025
 CZ2025                          STATION RECOVERY (2005)
 CZ2025
 CZ2025'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0929 ***********************************************************************
 EU0929  DESIGNATION -  ELPASO=BOUNDARY PT 5 AZ CA
 EU0929  PID         -  EU0929
 EU0929  STATE/COUNTY-  AZ/MOHAVE
 EU0929  USGS QUAD   -  TOPOCK (1970)
 EU0929
 EU0929                         *CURRENT SURVEY CONTROL
 EU0929  ___________________________________________________________________
 EU0929* NAD 83(1992)-  34 42 54.72547(N)    114 29 04.89686(W)     ADJUSTED  
 EU0929* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 EU0929  ___________________________________________________________________
 EU0929  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EU0929  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0929
 EU0929  HORZ ORDER  -  THIRD
 EU0929
 EU0929.The horizontal coordinates were established by classical geodetic methods
 EU0929.and adjusted by the National Geodetic Survey in August 1993..
 EU0929
 EU0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0929
 EU0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0929
 EU0929.The geoid height was determined by GEOID03.
 EU0929
 EU0929;                    North         East     Units Scale Factor Converg.
 EU0929;SPC AZ W     -   412,241.871   146,063.451   MT  0.99998913   -0 25 06.3
 EU0929;SPC AZ W     - 1,352,499.58    479,210.80   iFT  0.99998913   -0 25 06.3
 EU0929;SPC CA 5     -   640,425.647 2,321,923.153   MT  0.99992232   +2 00 13.6
 EU0929;SPC CA 5     - 2,101,129.81  7,617,842.88   sFT  0.99992232   +2 00 13.6
 EU0929;UTM  11      - 3,844,341.275   730,344.506   MT  1.00025401   +1 25 59.1
 EU0929
 EU0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0929!SPC AZ W     -   0.99998062  x   0.99998913  =   0.99996975
 EU0929!SPC CA 5     -   0.99998062  x   0.99992232  =   0.99990294
 EU0929!UTM  11      -   0.99998062  x   1.00025401  =   1.00023462
 EU0929
 EU0929:                Primary Azimuth Mark                     Grid Az
 EU0929:SPC AZ W     -  ARIZ 97                                  072 12 40.3
 EU0929:SPC CA 5     -  ARIZ 97                                  069 47 20.4
 EU0929:UTM  11      -  ARIZ 97                                  070 21 34.9
 EU0929
 EU0929|---------------------------------------------------------------------|
 EU0929| PID    Reference Object                     Distance      Geod. Az  |
 EU0929|                                                           dddmmss.s |
 EU0929| EU0026 ARIZ 97                             APPROX. 1.5 KM 0714734.0 |
 EU0929| EU0932 CENTER                              311.904 METERS 30056     |
 EU0929| EU0765 SANTA FE                            346.064 METERS 34222     |
 EU0929|---------------------------------------------------------------------|
 EU0929
 EU0929                          SUPERSEDED SURVEY CONTROL
 EU0929
 EU0929  NAD 83(1986)-  34 42 54.73136(N)    114 29 04.90476(W) AD(       ) 3
 EU0929  NAD 27      -  34 42 54.70265(N)    114 29 02.04375(W) AD(       ) 3
 EU0929  NGVD 29 (07/19/86)  153.4    (m)          503.     (f) VERT ANG       
 EU0929
 EU0929.Superseded values are not recommended for survey control.
 EU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0929.See file dsdata.txt to determine how the superseded data were derived.
 EU0929
 EU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3034544341(NAD 83)
 EU0929_MARKER: T = CHISELED TRIANGLE
 EU0929_SETTING: 0 = UNSPECIFIED SETTING
 EU0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0929
 EU0929  HISTORY     - Date     Condition        Report By
 EU0929  HISTORY     - 1964     MONUMENTED       CGS
 EU0929
 EU0929                          STATION DESCRIPTION
 EU0929
 EU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0929'THE STATION IS NEAR THE CENTER OF A STEEL BRIDGE WHICH SUPPORTS
 EU0929'THE EL PASO NATURAL GAS COMPANY AND THE PACIFIC GAS AND ELECTRIC
 EU0929'COMPANY PIPES CROSSING THE COLORADO RIVER AT TOPOCK, ARIZONA.
 EU0929'
 EU0929'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, ARIZONA, GO
 EU0929'WEST ON U.S. HIGHWAY 66, CROSSING THE COLORADO RIVER BRIDGE FOR
 EU0929'0.5 MILE TO A SIDE ROAD SHARP LEFT, JUST BEFORE REACHING THE
 EU0929'SANTA FE RAILROAD UNDERPASS.  TURN SHARP LEFT, DOUBLE BACK AND
 EU0929'GO SOUTHEAST ON A PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 EU0929'TURN LEFT AND GO SOUTHERLY ON A GRAVEL ROAD FOR 0.05 MILE TO A
 EU0929'WIRE LINK GATE.  PASS THROUGH THE GATE AND GO SOUTHEASTERLY ON
 EU0929'THE GRAVEL ROAD FOR 0.25 MILE TO THE SOUTHWEST END OF THE
 EU0929'STEEL BRIDGE WHICH SUPPORTS TWO LARGE GAS PIPES.  PASS THROUGH
 EU0929'A WIRE LINK GATE AND PACK ALONG CATWALK TO THE CENTER OF THE
 EU0929'BRIDGE AND THE STATION.
 EU0929'
 EU0929'THE STATION IS MARKED BY A CENTER PUNCH HOLE SURROUNDED BY A
 EU0929'CHISELED TRIANGLE THAT IS APPROXIMATELY 1-1/2 INCHES ON A SIDE.
 EU0929'THE MARK IS EQUAL DISTANCE FROM BOTH ENDS OF THE BRIDGE AND NEAR
 EU0929'THE CENTER OF THE CATWALK.  IT IS STAMPED ELPASO 1964.
 EU0929'
 EU0929'NOTE--REFERENCE MARKS OR AN AZIMUTH MARK WERE NOT SET FOR THIS
 EU0929'STATION.
 EU0929'
 EU0929'OBTAIN KEYS TO LOCKED WIRE LINK GATES AT THE COMPRESSOR STATION
 EU0929'ON A HILL ABOUT 3/4 MILE WEST OF TOPOCK, ARIZONA.
 EU0929'
 EU0929'NOTE--THIS STATION IS ALSO POINT NO 5 OF THE INTERSTATE COMPACT
 EU0929'DEFINING THE BOUNDARY BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0510 ***********************************************************************
 DV0510  DESIGNATION -  ELRAZ
 DV0510  PID         -  DV0510
 DV0510  STATE/COUNTY-  AZ/MARICOPA
 DV0510  USGS QUAD   -  TOLLESON (1982)
 DV0510
 DV0510                         *CURRENT SURVEY CONTROL
 DV0510  ___________________________________________________________________
 DV0510* NAD 83(1992)-  33 26 01.67822(N)    112 22 31.48229(W)     ADJUSTED  
 DV0510* NAVD 88     -       298.06   (+/-2cm)     977.9    (feet)  VERTCON   
 DV0510  ___________________________________________________________________
 DV0510  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DV0510  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0510
 DV0510  HORZ ORDER  -  FIRST
 DV0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0510
 DV0510.The horizontal coordinates were established by classical geodetic methods
 DV0510.and adjusted by the National Geodetic Survey in August 1993..
 DV0510
 DV0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0510.The vertical order pertains to the NGVD 29 superseded value.
 DV0510
 DV0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0510
 DV0510.The geoid height was determined by GEOID03.
 DV0510
 DV0510;                    North         East     Units Scale Factor Converg.
 DV0510;SPC AZ C     -   269,952.796   170,703.907   MT  0.99992243   -0 15 09.9
 DV0510;SPC AZ C     -   885,671.90    560,052.19   iFT  0.99992243   -0 15 09.9
 DV0510;UTM  12      - 3,700,225.320   372,142.340   MT  0.99980155   -0 45 28.5
 DV0510
 DV0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0510!SPC AZ C     -   0.99995798  x   0.99992243  =   0.99988041
 DV0510!UTM  12      -   0.99995798  x   0.99980155  =   0.99975953
 DV0510
 DV0510:                Primary Azimuth Mark                     Grid Az
 DV0510:SPC AZ C     -  LITCHFIELD PARK NAF UHF ANT              141 48 16.3
 DV0510:UTM  12      -  LITCHFIELD PARK NAF UHF ANT              142 18 34.9
 DV0510
 DV0510|---------------------------------------------------------------------|
 DV0510| PID    Reference Object                     Distance      Geod. Az  |
 DV0510|                                                           dddmmss.s |
 DV0510| DV2126 LITCHFIELD PARK NAF UHF ANT         APPROX. 1.0 KM 1413306.4 |
 DV0510|---------------------------------------------------------------------|
 DV0510
 DV0510                          SUPERSEDED SURVEY CONTROL
 DV0510
 DV0510  NAD 83(1986)-  33 26 01.67261(N)    112 22 31.48686(W) AD(       ) 1
 DV0510  NAD 27      -  33 26 01.52064(N)    112 22 28.91506(W) AD(       ) 1
 DV0510  NGVD 29 (??/??/92)  297.432  (m)          975.82   (f) ADJ UNCH    2 0
 DV0510
 DV0510.Superseded values are not recommended for survey control.
 DV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0510.See file dsdata.txt to determine how the superseded data were derived.
 DV0510
 DV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7214200225(NAD 83)
 DV0510_MARKER: DB = BENCH MARK DISK
 DV0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0510_STAMPING: ELRAZ 1965
 DV0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0510+STABILITY: SURFACE MOTION
 DV0510
 DV0510  HISTORY     - Date     Condition        Report By
 DV0510  HISTORY     - 1965     MONUMENTED       CGS
 DV0510  HISTORY     - 1965     GOOD             CGS
 DV0510  HISTORY     - 1972     GOOD             USE
 DV0510
 DV0510                          STATION DESCRIPTION
 DV0510
 DV0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV0510'THE STATION IS LOCATED 1.4 MILES NORTHEAST OF THE SOUTHWEST
 DV0510'END OF THE RUNWAY, 0.9 MILE NORTHWEST OF THE MAIN GATE, 0.5
 DV0510'MILE WEST OF THE NORTHEAST END OF THE RUNWAY, AT THE LITCHFIELD
 DV0510'PARK U.S. NAVAL AIR FACILITY.
 DV0510'
 DV0510'TO REACH THE STATION FROM THE MAIN GATE AT THE LITCHFIELD
 DV0510'PARK U.S. NAVAL AIR FACILITY, GO NORTHWEST ON CENTRAL AVENUE
 DV0510'FOR 0.15 MILE TO THE INTERSECTION OF 2ND STREET.  TURN RIGHT
 DV0510'AND GO NORTHEAST ON 2ND STREET FOR 0.15 MILE TO THE INTERSECTION
 DV0510'OF A AVENUE.  CONTINUE STRAIGHT AHEAD FOLLOWING A GRAVELED
 DV0510'ROAD WHICH PARALLELS THE SECURITY FENCE FOR 1.15 MILES TO THE
 DV0510'STATION AS DESCRIBED IN A FENCE CORNER.
 DV0510'
 DV0510'THE STATION MARK, A PUNCH MARK ON A PLAIN BRONZE DISK STAMPED
 DV0510'ELRAZ 1965, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 DV0510'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 8
 DV0510'FEET EAST OF THE SECURITY FENCE, 7 FEET SOUTH OF A FENCE WHICH
 DV0510'ENCLOSES AN ELECTRIC TRANSFORMER AND 1.8 FEET SOUTHEAST OF A
 DV0510'POWER POLE WITH A WITNESS SIGN NAILED TO IT.  THE MARK IS SET
 DV0510'DIRECTLY UNDER THE CENTER OF A SCREW WHICH IS LOCATED IN THE
 DV0510'CLOSED END OF A SMALL TRIANGULAR SHAPED METAL BOX WHICH IS
 DV0510'MOUNTED ON THE POWER POLE.
 DV0510'
 DV0510'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 DV0510
 DV0510                          STATION RECOVERY (1965)
 DV0510
 DV0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DV0510'1.45 MI NW FROM LITCHFIELD PARK NAF.
 DV0510'0.15 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE AT THE
 DV0510'LITCHFIELD PARK NAVAL AIR FACILITY, THENCE 0.15 MILE NORTHERLY ALONG
 DV0510'2ND STREET, THENCE 1.15 MILES NORTH AND WEST ALONG A GRAVELED ROAD
 DV0510'PARALLEL TO PERIMETER FENCE, 8 FEET EAST OF THE PERIMETER FENCE, 7
 DV0510'FEET SOUTH OF A FENCE AROUND AN ELECTRIC TRANSFORMER, 1.8 FEET
 DV0510'SOUTHEAST OF A POWER POLE AND SET IN THE TOP OF A 10-INCH CONCRETE
 DV0510'CYLINDER THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV0510
 DV0510                          STATION RECOVERY (1972)
 DV0510
 DV0510'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV0510'ELRAZ, 1965-GOOD
 DV0510'
 DV0510'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0303 ***********************************************************************
 GQ0303  DESIGNATION -  EMERALD
 GQ0303  PID         -  GQ0303
 GQ0303  STATE/COUNTY-  AZ/COCONINO
 GQ0303  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0303
 GQ0303                         *CURRENT SURVEY CONTROL
 GQ0303  ___________________________________________________________________
 GQ0303* NAD 83(1992)-  36 18 08.23162(N)    112 19 32.85979(W)     ADJUSTED  
 GQ0303* NAVD 88     -      2305.2    (meters)    7563.     (feet)  VERTCON   
 GQ0303  ___________________________________________________________________
 GQ0303  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 GQ0303  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 GQ0303
 GQ0303  HORZ ORDER  -  SECOND
 GQ0303
 GQ0303.The horizontal coordinates were established by classical geodetic methods
 GQ0303.and adjusted by the National Geodetic Survey in August 1993..
 GQ0303
 GQ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0303
 GQ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0303
 GQ0303.The geoid height was determined by GEOID03.
 GQ0303
 GQ0303;                    North         East     Units Scale Factor Converg.
 GQ0303;SPC AZ C     -   588,129.467   176,616.409   MT  0.99991663   -0 14 32.0
 GQ0303;SPC AZ C     - 1,929,558.62    579,450.16   iFT  0.99991663   -0 14 32.0
 GQ0303;UTM  12      - 4,018,292.759   380,963.780   MT  0.99977458   -0 47 06.1
 GQ0303
 GQ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0303!SPC AZ C     -   0.99964188  x   0.99991663  =   0.99955854
 GQ0303!UTM  12      -   0.99964188  x   0.99977458  =   0.99941654
 GQ0303
 GQ0303|---------------------------------------------------------------------|
 GQ0303| PID    Reference Object                     Distance      Geod. Az  |
 GQ0303|                                                           dddmmss.s |
 GQ0303| CH3117 EMERALD RM 1                          7.325 METERS 11217     |
 GQ0303| CH2236 EMERALD RM 3 AZIMUTH                               1125323.7 |
 GQ0303| CH3118 EMERALD RM 2                          5.590 METERS 23133     |
 GQ0303|---------------------------------------------------------------------|
 GQ0303
 GQ0303                          SUPERSEDED SURVEY CONTROL
 GQ0303
 GQ0303  NAD 83(1986)-  36 18 08.22857(N)    112 19 32.86017(W) AD(       ) 2
 GQ0303  NAD 27      -  36 18 08.30000(N)    112 19 30.23000(W) AD(       ) 2
 GQ0303  NGVD 29 (05/08/89) 2304.2    (m)         7560.     (f) VERT ANG       
 GQ0303
 GQ0303.Superseded values are not recommended for survey control.
 GQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0303.See file dsdata.txt to determine how the superseded data were derived.
 GQ0303
 GQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8096418293(NAD 83)
 GQ0303_MARKER: DS = TRIANGULATION STATION DISK
 GQ0303_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0303
 GQ0303  HISTORY     - Date     Condition        Report By
 GQ0303  HISTORY     - 1934     MONUMENTED       CGS
 GQ0303  HISTORY     - 1952     GOOD             CGS
 GQ0303  HISTORY     - 1956     GOOD             USGS
 GQ0303  HISTORY     - 1972     GOOD             AZHD
 GQ0303
 GQ0303                          STATION DESCRIPTION
 GQ0303
 GQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0303'ON THE N RIM OF THE GRAND CANYON NATIONAL PARK, ON THE SW END
 GQ0303'OF A PROMINENT POINT RUNNING NE-SW, KNOWN AS EMERALD POINT,
 GQ0303'JUST E ACROSS CANYON FROM PROMINENT POINT KNOWN AS POWELLS
 GQ0303'PLATEAU, NW OF RIM 40 FEET, AND ABOUT 200 YARDS NE OF EXTREME
 GQ0303'SW END OF POINT.  TWO LONE PINES STAND 18 YARDS W OF STATION.
 GQ0303'
 GQ0303'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 GQ0303'DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0303'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES ABOUT 1/2
 GQ0303'MILE SE OF STATION, ON CANYON RIM, AND ABOUT 10 FEET BELOW
 GQ0303'TOP OF RIM ON PROMINENT LEDGE.
 GQ0303'
 GQ0303'BEST REACHED FROM CHECKING STATION OF GRAND CANYON NATIONAL PARK
 GQ0303'ON N RIM, BY TAKING POINT SUBLIME ROAD FOR 8.0 MILES.  TAKE
 GQ0303'RIGHT FORK HERE ONTO THE POWELL SADDLE ROAD AND GO 11.0 MILES
 GQ0303'TO SMALL PINE TREE WITH TRIANGULAR BLAZE AND END OF TRUCK TRAVEL
 GQ0303'FOR THIS STATION.  FROM HERE PACK S TO RIM AND THEN FOLLOW THE
 GQ0303'RIM S TO POINT VIOLET THEN W AND SW ABOUT 1/4 MILE TO STATION.
 GQ0303'ABOUT 1.5 HOURS PACK AND POINT ON WHICH STATION STANDS EXTENDS
 GQ0303'PROMINENTLY IN SOUTHWESTERLY DIRECTION INTO CANYON.
 GQ0303
 GQ0303                          STATION RECOVERY (1952)
 GQ0303
 GQ0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0303'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GQ0303'
 GQ0303'BEST REACHED FROM THE NORTH RIM CHECKING STATION BY GOING W ON THE
 GQ0303'POINT SUBLIME ROAD FOR 7.5 MILES TO FORKS, TURN RIGHT AND
 GQ0303'GO 0.4 MILE TO FORKS, KEEP LEFT (N) AND GO 5.5 MILES TO FORKS
 GQ0303'AT SIGN SWAMP RIDGE, TURN LEFT (W) DOWN SWAMP RIDGE AND GO
 GQ0303'5.4 MILES TO SWAMP LAKE, CONTINUE W FOR 0.4 MILE TO TRIANGLE
 GQ0303'BLAZE ON LEFT, TURN LEFT (S) ACROSS COUNTRY AND FOLLOW RIDGE
 GQ0303'FOR 0.7 MILE TO THE POINT OF THE RIDGE AND END OF TRUCK TRAVEL.
 GQ0303'FROM HERE PACK S CROSSING TWO CANYONS FOR ABOUT 2 MILES TO A
 GQ0303'CANYON RIM, THEN TURN RIGHT ALONG THE RIM FOR ABOUT 1/2 MILE
 GQ0303'TO THE POINT OF EMERALD POINT AND STATION.  ABOUT A
 GQ0303'1-1/2-HOUR PACK.
 GQ0303
 GQ0303                          STATION RECOVERY (1956)
 GQ0303
 GQ0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0303'RECOVERED IN GOOD CONDITION.
 GQ0303
 GQ0303                          STATION RECOVERY (1972)
 GQ0303
 GQ0303'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0303'GENERAL LOCATION ON EMERALD POINT N. RIM OF GRAND CANYON
 GQ0303'N.P.
 GQ0303'
 GQ0303'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVEREY NOTES.
 GQ0303'
 GQ0303'STATION MARK STD USC AND GS BC WEDGED IN DRILL HOLE IN
 GQ0303'BEDROCK STAMPED EMERALD 1934
 GQ0303'
 GQ0303'REFERENCE MARKS STD USC AND GS BCS WEDGED IN DRILL HOLES
 GQ0303'IN BEDROCK STAMPED NO 1 AND NO 2 RESPECTIVELY (1934) COND
 GQ0303'GOOD
 GQ0303'
 GQ0303'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1169 ***********************************************************************
 CG1169  DESIGNATION -  EMERALD
 CG1169  PID         -  CG1169
 CG1169  STATE/COUNTY-  AZ/COCHISE
 CG1169  USGS QUAD   -  TOMBSTONE (1978)
 CG1169
 CG1169                         *CURRENT SURVEY CONTROL
 CG1169  ___________________________________________________________________
 CG1169* NAD 83(1992)-  31 40 58.64366(N)    110 02 19.14052(W)     ADJUSTED  
 CG1169* NAVD 88     -      1523.5    (meters)    4998.     (feet)  VERTCON   
 CG1169  ___________________________________________________________________
 CG1169  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CG1169  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CG1169
 CG1169  HORZ ORDER  -  SECOND
 CG1169
 CG1169.The horizontal coordinates were established by classical geodetic methods
 CG1169.and adjusted by the National Geodetic Survey in August 1993..
 CG1169
 CG1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1169
 CG1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1169
 CG1169.The geoid height was determined by GEOID03.
 CG1169
 CG1169;                    North         East     Units Scale Factor Converg.
 CG1169;SPC AZ E     -    75,722.604   225,496.913   MT  0.99990182   +0 04 02.1
 CG1169;SPC AZ E     -   248,433.74    739,819.27   iFT  0.99990182   +0 04 02.1
 CG1169;UTM  12      - 3,505,696.209   591,117.630   MT  0.99970240   +0 30 17.8
 CG1169
 CG1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1169!SPC AZ E     -   0.99976516  x   0.99990182  =   0.99966700
 CG1169!UTM  12      -   0.99976516  x   0.99970240  =   0.99946763
 CG1169
 CG1169|---------------------------------------------------------------------|
 CG1169| PID    Reference Object                     Distance      Geod. Az  |
 CG1169|                                                           dddmmss.s |
 CG1169| CS6111 EMERALD RM 1                         10.955 METERS 04103     |
 CG1169| CS6112 EMERALD RM 2                          7.730 METERS 22513     |
 CG1169|---------------------------------------------------------------------|
 CG1169
 CG1169                          SUPERSEDED SURVEY CONTROL
 CG1169
 CG1169  NAD 83(1986)-  31 40 58.63786(N)    110 02 19.13563(W) AD(       ) 2
 CG1169  NGVD 29 (06/28/91) 1522.6    (m)         4995.     (f) VERT ANG       
 CG1169
 CG1169.Superseded values are not recommended for survey control.
 CG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1169.See file dsdata.txt to determine how the superseded data were derived.
 CG1169
 CG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9111805696(NAD 83)
 CG1169_MARKER: DS = TRIANGULATION STATION DISK
 CG1169_SETTING: 66 = SET IN ROCK OUTCROP
 CG1169_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1169+STABILITY: POSITION/ELEVATION WELL
 CG1169
 CG1169  HISTORY     - Date     Condition        Report By
 CG1169  HISTORY     - 1986     MONUMENTED       AZDT
 CG1169
 CG1169                          STATION DESCRIPTION
 CG1169
 CG1169'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1169'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF TOMBSTONE ALONG THE
 CG1169'WEST SIDE OF U.S. HIGHWAY 80.
 CG1169'
 CG1169'THE STATION MARK IS AN AZDT DISK STAMPED---EMERALD 1986---.  IT IS SET
 CG1169'IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS ON TOP OF THE RIDGE 8 FEET
 CG1169'NORTHWEST OF A CAIRN.
 CG1169'
 CG1169'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EMERALD RM 1 1986---.  IT
 CG1169'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CG1169'
 CG1169'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EMERALD RM 2 1986---.  IT
 CG1169'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CG1169'
 CG1169'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1169'SOUTHEAST 2.55 MILES ALONG U.S. HIGHWAY 80 TO THE END OF TRUCK TRAVEL
 CG1169'AT MILE POST 320.4.  PACK SOUTHWEST TO THE TOP OF THE RIDGE AND THE
 CG1169'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1145 ***********************************************************************
 CY1145  DESIGNATION -  EMIGRANT
 CY1145  PID         -  CY1145
 CY1145  STATE/COUNTY-  AZ/COCHISE
 CY1145  USGS QUAD   -  LITTLE WOOD CANYON (1974)
 CY1145
 CY1145                         *CURRENT SURVEY CONTROL
 CY1145  ___________________________________________________________________
 CY1145* NAD 83(1992)-  32 10 43.54603(N)    109 21 07.72231(W)     ADJUSTED  
 CY1145* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 CY1145  ___________________________________________________________________
 CY1145  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CY1145  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1145
 CY1145  HORZ ORDER  -  SECOND
 CY1145
 CY1145.The horizontal coordinates were established by classical geodetic methods
 CY1145.and adjusted by the National Geodetic Survey in August 1993..
 CY1145
 CY1145.The orthometric height was scaled from a topographic map.
 CY1145
 CY1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1145
 CY1145.The geoid height was determined by GEOID03.
 CY1145
 CY1145;                    North         East     Units Scale Factor Converg.
 CY1145;SPC AZ E     -   130,978.532   290,170.446   MT  0.99997273   +0 26 01.7
 CY1145;SPC AZ E     -   429,719.59    952,002.78   iFT  0.99997273   +0 26 01.7
 CY1145;UTM  12      - 3,561,440.451   655,355.299   MT  0.99989764   +0 52 39.9
 CY1145
 CY1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1145!SPC AZ E     -   0.99980311  x   0.99997273  =   0.99977584
 CY1145!UTM  12      -   0.99980311  x   0.99989764  =   0.99970077
 CY1145
 CY1145:                Primary Azimuth Mark                     Grid Az
 CY1145:SPC AZ E     -  EMIGRANT AZ MK                           017 52 12.7
 CY1145:UTM  12      -  EMIGRANT AZ MK                           017 25 34.5
 CY1145
 CY1145|---------------------------------------------------------------------|
 CY1145| PID    Reference Object                     Distance      Geod. Az  |
 CY1145|                                                           dddmmss.s |
 CY1145| CC7346 EMIGRANT AZ MK                                     0181814.4 |
 CY1145| CC7347 EMIGRANT RM 1                         9.055 METERS 14720     |
 CY1145| CC7348 EMIGRANT RM 2                         9.196 METERS 23729     |
 CY1145| CY1156 BUREAU OF STANDARDS TALL MAST       APPROX. 7.6 KM 2725832.6 |
 CY1145| CY1153 BUREAU OF STANDARDS SHORT MAST      APPROX. 7.7 KM 2731134.0 |
 CY1145|---------------------------------------------------------------------|
 CY1145
 CY1145                          SUPERSEDED SURVEY CONTROL
 CY1145
 CY1145  NAD 83(1986)-  32 10 43.54166(N)    109 21 07.71987(W) AD(       ) 2
 CY1145  NAD 27      -  32 10 43.25040(N)    109 21 05.49910(W) AD(       ) 2
 CY1145
 CY1145.Superseded values are not recommended for survey control.
 CY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1145.See file dsdata.txt to determine how the superseded data were derived.
 CY1145
 CY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5535561440(NAD 83)
 CY1145_MARKER: DS = TRIANGULATION STATION DISK
 CY1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1145
 CY1145  HISTORY     - Date     Condition        Report By
 CY1145  HISTORY     - 1960     MONUMENTED       CGS
 CY1145  HISTORY     - 1967     GOOD             LOCENG
 CY1145
 CY1145                          STATION DESCRIPTION
 CY1145
 CY1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1145'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BOWIE, ABOUT 10
 CY1145'MILES SOUTHWEST OF SAN SIMON AND JUST SOUTH OF A BURIED GAS
 CY1145'LINE.
 CY1145'
 CY1145'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE GO SOUTH
 CY1145'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 86, TURN
 CY1145'LEFT AND GO EAST ON STATE HIGHWAY 86 FOR 0.2 MILE TO A CROSS
 CY1145'STREET AND A SIGN ON THE RIGHT, CHIRICAHUA NATIONAL MONUMENT.
 CY1145'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE MACADAM AND
 CY1145'GRAVELED ROAD FOR 10.4 MILES TO A FORK, TAKE LEFT FORK AND
 CY1145'CONTINUE SOUTHEAST FOR 1.1 MILES TO A CROSSROAD.  TURN LEFT,
 CY1145'PASS THRU A STEEL GATE AND GO EAST ON THE BLADED ROAD
 CY1145'PARALLELING THE PIPE-LINE FOR 2.4 MILES TO A STEEL GATE, PASS
 CY1145'THRU GATE AND CONTINUE EAST ON THE PIPE-LINE ROAD FOR 2.0
 CY1145'MILES TO THE STATION ON THE RIGHT.
 CY1145'
 CY1145'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 CY1145'TRACK ROAD FOR 0.25 MILE TO A WINDMILL, LARGE STEEL TANK AND
 CY1145'THE AZIMUTH MARK.
 CY1145'
 CY1145'THE STATION MARK, STAMPED EMIGRANT 1960, IS A STANDARD DISK SET
 CY1145'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY1145'3 INCHES.  IT IS 75 FEET SOUTH OF THE PIPE-LINE ROAD AND 4
 CY1145'FEET SOUTHEAST OF THE WITNESS POST.
 CY1145'
 CY1145'REFERENCE MARK NO. 1, STAMPED EMIGRANT NO 1 1960, IS A STANDARD
 CY1145'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY1145'PROJECTS 2 INCHES.  IT IS 34 FEET SOUTHEAST OF THE WITNESS
 CY1145'POST.
 CY1145'
 CY1145'REFERENCE MARK NO. 2, STAMPED EMIGRANT NO 2 1960, IS A STANDARD
 CY1145'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY1145'PROJECTS 3 INCHES.  IT IS 31 FEET SOUTHWEST OF THE WITNESS POST.
 CY1145'
 CY1145'THE AZIMUTH MARK, STAMPED EMIGRANT 1960, IS A STANDARD DISK
 CY1145'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR A LARGE
 CY1145'STEEL WATER TANK.  IT IS 45 FEET NORTHWEST OF THE WELL AND
 CY1145'WINDMILL AND 6 INCHES WEST OF THE WEST SIDE OF THE WATER TANK.
 CY1145
 CY1145                          STATION RECOVERY (1967)
 CY1145
 CY1145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CY1145'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 CY1145'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0673 ***********************************************************************
 FP0673  DESIGNATION -  EMIGRANT
 FP0673  PID         -  FP0673
 FP0673  STATE/COUNTY-  AZ/APACHE
 FP0673  USGS QUAD   -  SANDERS (1971)
 FP0673
 FP0673                         *CURRENT SURVEY CONTROL
 FP0673  ___________________________________________________________________
 FP0673* NAD 83(1992)-  35 10 36.44331(N)    109 20 17.40321(W)     ADJUSTED  
 FP0673* NAVD 88     -      1834.33   (+/-2cm)    6018.1    (feet)  VERTCON   
 FP0673  ___________________________________________________________________
 FP0673  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 FP0673  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 FP0673
 FP0673  HORZ ORDER  -  SECOND
 FP0673  VERT ORDER  -  THIRD ? (See Below)
 FP0673
 FP0673.The horizontal coordinates were established by classical geodetic methods
 FP0673.and adjusted by the National Geodetic Survey in August 1993..
 FP0673
 FP0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0673.The vertical order pertains to the NGVD 29 superseded value.
 FP0673
 FP0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0673
 FP0673.The geoid height was determined by GEOID03.
 FP0673
 FP0673;                    North         East     Units Scale Factor Converg.
 FP0673;SPC AZ E     -   463,500.035   288,822.481   MT  0.99997016   +0 28 38.4
 FP0673;SPC AZ E     - 1,520,669.41    947,580.32   iFT  0.99997016   +0 28 38.4
 FP0673;UTM  12      - 3,893,913.162   651,325.273   MT  0.99988222   +0 57 27.2
 FP0673
 FP0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0673!SPC AZ E     -   0.99971573  x   0.99997016  =   0.99968589
 FP0673!UTM  12      -   0.99971573  x   0.99988222  =   0.99959798
 FP0673
 FP0673|---------------------------------------------------------------------|
 FP0673| PID    Reference Object                     Distance      Geod. Az  |
 FP0673|                                                           dddmmss.s |
 FP0673| CS5172 EMIGRANT RM 1                        10.131 METERS 00330     |
 FP0673| CS5173 EMIGRANT RM 2                         9.842 METERS 18338     |
 FP0673|---------------------------------------------------------------------|
 FP0673
 FP0673                          SUPERSEDED SURVEY CONTROL
 FP0673
 FP0673  NAD 83(1986)-  35 10 36.43804(N)    109 20 17.40283(W) AD(       ) 2
 FP0673  NGVD 29 (01/29/91) 1833.39   (m)         6015.0    (f) LEVELING    3  
 FP0673
 FP0673.Superseded values are not recommended for survey control.
 FP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0673.See file dsdata.txt to determine how the superseded data were derived.
 FP0673
 FP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5132593913(NAD 83)
 FP0673_MARKER: DS = TRIANGULATION STATION DISK
 FP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0673+STABILITY: SURFACE MOTION
 FP0673
 FP0673  HISTORY     - Date     Condition        Report By
 FP0673  HISTORY     - 1982     MONUMENTED       AZDT
 FP0673
 FP0673                          STATION DESCRIPTION
 FP0673
 FP0673'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0673'THE STATION IS LOCATED 3 MILES SOUTHEAST OF SANDERS ALONG U.S.
 FP0673'HIGHWAY 666.
 FP0673'
 FP0673'THE STATION MARK IS AN AZDT DISK STAMPED---EMIGRANT 1982---SET IN TOP
 FP0673'OF A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET WEST OF THE CENTER LINE
 FP0673'OF THE HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 FP0673'
 FP0673'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EMIGRANT RM 1 1982---SET IN
 FP0673'THE TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0673'
 FP0673'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EMIGRANT RM 2 1982---SET IN
 FP0673'THE TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0673'
 FP0673'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0673'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0673'ALONG US 666 FOR 2.95 MILES TO THE STATION ON THE RIGHT ON A 10 FOOT
 FP0673'HIGHWAY CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5639 ***********************************************************************
 AJ5639  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5639  DESIGNATION -  EMIN
 AJ5639  PID         -  AJ5639
 AJ5639  STATE/COUNTY-  AZ/COCONINO
 AJ5639  USGS QUAD   -  TATAHATSO POINT (1988)
 AJ5639
 AJ5639                         *CURRENT SURVEY CONTROL
 AJ5639  ___________________________________________________________________
 AJ5639* NAD 83(1992)-  36 24 12.03780(N)    111 49 51.09594(W)     ADJUSTED  
 AJ5639* NAVD 88     -      1765.40   (meters)    5792.0    (feet)  GPS OBS   
 AJ5639  ___________________________________________________________________
 AJ5639  X           -  -1,911,760.478 (meters)                     COMP
 AJ5639  Y           -  -4,772,286.049 (meters)                     COMP
 AJ5639  Z           -   3,765,341.401 (meters)                     COMP
 AJ5639  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AJ5639  ELLIP HEIGHT-        1742.55  (meters)          (10/04/01) GPS OBS
 AJ5639  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AJ5639
 AJ5639  HORZ ORDER  -  A
 AJ5639  ELLP ORDER  -  THIRD     CLASS II
 AJ5639
 AJ5639.The horizontal coordinates were established by GPS observations
 AJ5639.and adjusted by the National Geodetic Survey in October 2001..
 AJ5639
 AJ5639.The orthometric height was determined by GPS observations and a
 AJ5639.high-resolution geoid model using precise GPS observation and
 AJ5639.processing techniques.
 AJ5639
 AJ5639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5639
 AJ5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5639
 AJ5639.The ellipsoidal height was determined by GPS observations
 AJ5639.and is referenced to NAD 83.
 AJ5639
 AJ5639.The geoid height was determined by GEOID03.
 AJ5639
 AJ5639;                    North         East     Units Scale Factor Converg.
 AJ5639;SPC AZ C     -   599,267.974   221,056.290   MT  0.99990073   +0 03 03.3
 AJ5639;SPC AZ C     - 1,966,102.28    725,250.30   iFT  0.99990073   +0 03 03.3
 AJ5639;UTM  12      - 4,029,007.280   425,498.962   MT  0.99966838   -0 29 35.2
 AJ5639
 AJ5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5639!SPC AZ C     -   0.99972659  x   0.99990073  =   0.99962735
 AJ5639!UTM  12      -   0.99972659  x   0.99966838  =   0.99939507
 AJ5639
 AJ5639                          SUPERSEDED SURVEY CONTROL
 AJ5639
 AJ5639.No superseded survey control is available for this station.
 AJ5639
 AJ5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2549929007(NAD 83)
 AJ5639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ5639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ5639+WITH SETTING: INFORMATION.
 AJ5639_STAMPING: EMIN GCMRC 01
 AJ5639_MARK LOGO: NONE  
 AJ5639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5639+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AJ5639
 AJ5639  HISTORY     - Date     Condition        Report By
 AJ5639  HISTORY     - 20010205 MONUMENTED       GRANCN
 AJ5639  HISTORY     - 20010426 SEE DESCRIPTION  GRANCN
 AJ5639  HISTORY     - 20030529 GOOD             GRANCN
 AJ5639  HISTORY     - 20030621 GOOD             JCLS
 AJ5639  HISTORY     - 20050401 GOOD             JCLS
 AJ5639
 AJ5639                          STATION DESCRIPTION
 AJ5639
 AJ5639'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2001 (FMG)
 AJ5639'THE STATION IS LOCATED AT EMINENCE BREAK TRAILHEAD, 40 FT. DUE
 AJ5639'SOUTH OF A LARGE 4 FT CAIRN MARKING THE TRAILHEAD.  TRAILHEAD IS
 AJ5639'APPROX. 500 FT SOUTHEAST OF LARGE NOTCH IN KAIBAB LIMESTONE
 AJ5639'DRAINAGE AND APPROX. 150 FT. HIGHER THAN ENTRANCE TO DRAINAGE.  IT
 AJ5639'IS A 2.5 INCH ALUMINUM DISK ATTACHED TO A 24 INCH SECTION OF REBAR
 AJ5639'DRIVEN INTO THE GROUND (DUE TO THE DRIVING FORCE REQUIRED, IT IS
 AJ5639'EXPECTED THE REBAR IS WEDGED INTO A CRACK IN THE ROCK).
 AJ5639' 
 AJ5639'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 89 AND 160,
 AJ5639'PROCEED NORTH ON 89 UNTIL JUST NORTH OF MILE MARKER 505. TURN
 AJ5639'WEST AT DIRT ROAD WITH LARGE 5 FT. MASONRY STONE STRUCTURE. STAY
 AJ5639'ON MAIN ROAD UNTIL YOU GET TO THE END OF BODAWAY MESA ON YOUR
 AJ5639'LEFT AND SHINUMO ALTER IN THE DISTANCE ON THE RIGHT. TURN RIGHT AT
 AJ5639'THE Y BEFORE THE GAP BETWEEN BODAWAY MESA AND TOOTH ROCK,
 AJ5639'CONTINUE WEST FOR APPROX. 0.5 MILE. TURN LEFT AFTER POND/TANK
 AJ5639'STRUCTURE ON LEFT. TURN LEFT AT Y AND CONTINUE PAST AN
 AJ5639'INTERSECTION AND ANOTHER TURNOUT ON LEFT. TURN LEFT AT Y TO
 AJ5639'PASS A HOGAN ON LEFT, CONTINUE STRAIGHT THROUGH AN INTERSECTION
 AJ5639'WHERE YOU COULD VEER LEFT. ROADS SPLIT AND PARALLEL EACH OTHER -
 AJ5639'TAKE EITHER ROAD. WHEN THESE ROADS COVERGE VEER RIGHT QUICKLY
 AJ5639'DROPPING DOWN A ROUGH HILL TO A POND/TANK. STAY TO THE LEFT OF
 AJ5639'THE TANK, ALWAYS WITHIN VIEW OF THE TANK. THE ROAD CONTINUES
 AJ5639'DIRECTLY ON THE WEST SIDE OF THE TANK AND IS LOSEST TO THE TANK.
 AJ5639'TURN LEFT AT NEXT Y AND STAY ON ROCKY ROAD. GO STRAIGHT AT NEXT
 AJ5639'Y, TURN RIGHT AT NEXT Y. CONTINUE NW ON THIS ROAD FOR A FEW
 AJ5639'MILES PARALLELING AND FINALLY IN VIEW OF THE NORTH RIM. CONTINUE
 AJ5639'UNTIL YOU GET TO A PILE OF GRAVEL AND A CHOLLA CACTUS. TURN LEFT AT
 AJ5639'THE GRAVEL PILE AND STAY LEFT UNTIL THE LARGE 4 FT. CAIRN IS IN VIEW.
 AJ5639' 
 AJ5639' 
 AJ5639' 
 AJ5639'
 AJ5639
 AJ5639                          STATION RECOVERY (2003)
 AJ5639
 AJ5639'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 AJ5639'RECOVERED AS DESCRIBED.
 AJ5639
 AJ5639                          STATION RECOVERY (2003)
 AJ5639
 AJ5639'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AJ5639'RECOVERED IN GOOD CONDITION.
 AJ5639
 AJ5639                          STATION RECOVERY (2005)
 AJ5639
 AJ5639'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AJ5639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0365 ***********************************************************************
 GQ0365  DESIGNATION -  EMMA
 GQ0365  PID         -  GQ0365
 GQ0365  STATE/COUNTY-  AZ/MOHAVE
 GQ0365  USGS QUAD   -  MOUNT LOGAN (1977)
 GQ0365
 GQ0365                         *CURRENT SURVEY CONTROL
 GQ0365  ___________________________________________________________________
 GQ0365* NAD 83(1992)-  36 15 51.04930(N)    113 10 17.17359(W)     ADJUSTED  
 GQ0365* NAVD 88     -      2349.9    (meters)    7710.     (feet)  VERTCON   
 GQ0365  ___________________________________________________________________
 GQ0365  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GQ0365  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0365
 GQ0365  HORZ ORDER  -  FIRST
 GQ0365
 GQ0365.The horizontal coordinates were established by classical geodetic methods
 GQ0365.and adjusted by the National Geodetic Survey in August 1993..
 GQ0365
 GQ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0365
 GQ0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0365
 GQ0365.The geoid height was determined by GEOID03.
 GQ0365
 GQ0365;                    North         East     Units Scale Factor Converg.
 GQ0365;SPC AZ W     -   583,998.521   265,347.626   MT  0.99996662   +0 20 32.0
 GQ0365;SPC AZ W     - 1,916,005.65    870,563.08   iFT  0.99996662   +0 20 32.0
 GQ0365;UTM  12      - 4,015,437.610   304,934.203   MT  1.00006885   -1 17 05.4
 GQ0365
 GQ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0365!SPC AZ W     -   0.99963506  x   0.99996662  =   0.99960170
 GQ0365!UTM  12      -   0.99963506  x   1.00006885  =   0.99970389
 GQ0365
 GQ0365:                Primary Azimuth Mark                     Grid Az
 GQ0365:SPC AZ W     -  EMMA AZ MK                               002 30 40.7
 GQ0365:UTM  12      -  EMMA AZ MK                               004 08 18.1
 GQ0365
 GQ0365|---------------------------------------------------------------------|
 GQ0365| PID    Reference Object                     Distance      Geod. Az  |
 GQ0365|                                                           dddmmss.s |
 GQ0365| CH2237 EMMA AZ MK                                         0025112.7 |
 GQ0365| CH2238 EMMA RM 1                            17.429 METERS 06059     |
 GQ0365| CH2239 EMMA RM 2                             9.717 METERS 12530     |
 GQ0365|---------------------------------------------------------------------|
 GQ0365
 GQ0365                          SUPERSEDED SURVEY CONTROL
 GQ0365
 GQ0365  NAD 83(1986)-  36 15 51.04237(N)    113 10 17.17150(W) AD(       ) 1
 GQ0365  NAD 27      -  36 15 51.11100(N)    113 10 14.41400(W) AD(       ) 1
 GQ0365  NGVD 29 (07/19/86) 2349.0    (m)         7707.     (f) VERT ANG       
 GQ0365
 GQ0365.Superseded values are not recommended for survey control.
 GQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0365.See file dsdata.txt to determine how the superseded data were derived.
 GQ0365
 GQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0493415438(NAD 83)
 GQ0365_MARKER: DS = TRIANGULATION STATION DISK
 GQ0365_SETTING: 80 = SET IN A BOULDER
 GQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0365+STABILITY: SURFACE MOTION
 GQ0365
 GQ0365  HISTORY     - Date     Condition        Report By
 GQ0365  HISTORY     - 1933     MONUMENTED       USGS
 GQ0365  HISTORY     - 1934     GOOD             USGS
 GQ0365  HISTORY     - 1953     GOOD             CGS
 GQ0365
 GQ0365                          STATION DESCRIPTION
 GQ0365
 GQ0365'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0365'LOCATED ABOUT 46.6 MI S. AND 36.5 MI W. OF FREDONIA.  MOUND OF
 GQ0365'EARTH ABOUT 2.5 FT. HIGH WITH ROTTED TREE TRUNK (STUB BELOW
 GQ0365'SURFACE FOUND) 8 INCHES IN DIAMETER.  CENTER OF STUB IS 1.1 FT.
 GQ0365'W. OF 1933 STATION MARK (PROBABLY POWELL STATION MARK).
 GQ0365'
 GQ0365'TO REACH FROM NIXON RANGER STATION AND SPRING AT SOUTH TOE OF MT.
 GQ0365'TRUMBULL, TAKE RD. S. TO SULLIVAN RANCH AT OAK SPRING (LITTLE
 GQ0365'SPRING LOCALLY).  GO 1 MI S. TO END OF POOR RD.  WALK 1.5 MI SW.
 GQ0365'TO INTERSECTION OF COW TRAIL FROM BIG SPRING TO MT. EMMA IN GAP
 GQ0365'AT SOUTH SIDE OF CINDER CONE.  GO 6 MI S. ON TRAIL NEAR CREST TO
 GQ0365'STATION.
 GQ0365'
 GQ0365'STATION MARK--STANDARD BRONZE TABLET STAMPED---EMMA 1933---,
 GQ0365'CEMENTED IN LAVA BOULDER SET IN ABOVE EARTH MOUND.
 GQ0365'
 GQ0365'RM 1--HEAD OF 30-PENNY NAIL IN SMALL OAK TREE.
 GQ0365'
 GQ0365'RM 2--HEAD OF 30-PENNY NAIL IN BLAZE ON 4-INCH WHITE OAK TREE.
 GQ0365
 GQ0365                          STATION RECOVERY (1934)
 GQ0365
 GQ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0365'STATION IS ON THE SOUTHERNMOST PEAK OF MT. EMMA (LOCALLY KNOWN
 GQ0365'AS PINE MT.), AND IS ABOUT 3 MILES S OF THE HIGHEST POINT
 GQ0365'OF THE RANGE.
 GQ0365'
 GQ0365'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0365'IN DRILL HOLES IN BOULDERS.
 GQ0365'
 GQ0365'REACHED FROM MT. TRUMBULL POST OFFICE AS FOLLOWS--GO E UP THE
 GQ0365'GRADE 7.0 MILES (WOODS RANCH 0.5 MILE TO RIGHT OF ROAD).
 GQ0365'CONTINUE STRAIGHT AHEAD ALONG FENCE LINE 0.4 TO CROSS ROAD,
 GQ0365'JOG RIGHT.  CONTINUE ON MAIN-TRAVELED ROAD 1.4, TAKE RIGHT
 GQ0365'FORK AND CONTINUE STRAIGHT AHEAD 2.6 MILES TO NIXON SPRINGS
 GQ0365'RANGER STATION.  TURN RIGHT AROUND CORRAL AND FOLLOW FENCE
 GQ0365'LINE 0.3.  CONTINUE S 2.3 MILES, TAKE LEFT FORK AND FOLLOW
 GQ0365'MAIN-TRAVELED ROAD 2.7 MILES TO SULLIVANS RANCH, GO THROUGH
 GQ0365'GATE INTO YARD, TURN RIGHT AND GO THROUGH GATE JUST W OF HOUSE,
 GQ0365'TURN SHARP LEFT AND FOLLOW FENCE LINE 0.3 MILE.  CONTINUE
 GQ0365'S THROUGH SAGE BRUSH ON TRACKS 1.0 MILE TO CLEARING.  FROM
 GQ0365'THIS POINT THE STATION LIES SSE ABOUT 6 MILES, A 3-HOUR
 GQ0365'PACK.  (TRUCK CAN BE DRIVEN ABOUT 2.5 MILES TO BASE OF RIDGE
 GQ0365'IN DRY WEATHER).  A TRAIL RUNS S FROM THE CLEARING,
 GQ0365'ABOUT 4 MILES TO WHERE THE STATION CAN BE SEEN, W ABOUT 2
 GQ0365'MILES.  THE TRAIL GOES JUST E OF THE FIRST PROMINENT PEAK,
 GQ0365'THEN S ALONG THE FLAT, THEN W UP DRAW TO BASE OF PEAK.
 GQ0365
 GQ0365                          STATION RECOVERY (1953)
 GQ0365
 GQ0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0365'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 GQ0365'CONDITION.  THE CURRENT MEASUREMENT DIFFERED WITH THE ORIGINAL
 GQ0365'MEASURE OF REFERENCE MARK 1.  THE CORRECT DISTANCE IS GIVEN
 GQ0365'BELOW.  THE ORIGINAL DESCRIPTION INCLUDES A DIRECTION TO
 GQ0365'TRUMBULL (USGS) WHICH IS NOT CORRECT.  IT IS ASSUMED BY THIS
 GQ0365'PARTY THAT THE ABOVE DIRECTION WAS TO A TARGET IN A TREE
 GQ0365'REFERRED TO BY C.P. IN 1934 AS MT TRUMBULL ECCENTRIC.  THE
 GQ0365'CURRENT AND ORIGINAL DIRECTIONS SHOULD NOT BE CONFUSED.  AN
 GQ0365'ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE
 GQ0365'ESTABLISHED.  A NEW ROUTE TO THE STATION IS INCLUDED IN THE
 GQ0365'FOLLOWING COMPLETE DESCRIPTION.
 GQ0365'
 GQ0365'THE STATION IS ON THE SOUTHERNMOST PEAK OF MT. EMMA, ABOUT
 GQ0365'3 MILES SOUTH OF THE HIGHEST POINT OF THE HIGH GROUP OF PEAKS
 GQ0365'IN THIS VICINITY.
 GQ0365'
 GQ0365'TO REACH FROM THE INSPECTION STATION AT THE SOUTH EDGE OF
 GQ0365'FREDONIA, GO NORTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO A DIRT
 GQ0365'ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD WESTERLY
 GQ0365'FOR 8.5 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 GQ0365'GRADED ROAD SOUTHWEST FOR 22.8 MILES TO A FORK.  TAKE THE RIGHT
 GQ0365'FORK AND FOLLOW THE ROAD WEST AND SOUTH FOR 3.4 MILES TO A
 GQ0365'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 1.5 MILES
 GQ0365'TO A GATE AND FORK.  PASS THROUGH THE GATE, TAKE THE RIGHT
 GQ0365'FORK AND FOLLOW THE ROAD SOUTHWEST FOR 4.2 MILES TO A CATTLE
 GQ0365'GUARD.  CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 6.5 MILES TO
 GQ0365'A GATE.  PASS THROUGH THE GATE AND FOLLOW THE ROAD FOR 0.5
 GQ0365'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 6.6 MILES TO A
 GQ0365'BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0365'1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 GQ0365'ROAD FOR 1.1 MILES TO A T INTERSECTION.  TURN RIGHT
 GQ0365'AND FOLLOW THE ROAD WEST FOR 3.8 MILES TO A FORK AND
 GQ0365'SIGN ARKANSAS RANCH.  TAKE THE LEFT FORK AND GO 0.1 MILE
 GQ0365'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.7 MILES TO A GATE.
 GQ0365'PASS THROUGH THE GATE AND GO 0.3 MILE TO A GATE.  PASS
 GQ0365'THROUGH THE GATE AND GO 0.1 MILE TO R.R. SULLIVANS HOME,
 GQ0365'KNOWN AS ARKANSAS RANCH.  PASS THROUGH THE GATE NORTH OF THE
 GQ0365'HOUSE AND FOLLOW THE TRACK ROAD SOUTH ALONG THE WEST SIDE
 GQ0365'OF A FENCE FOR 0.3 MILE TO FENCE CORNER AND FORK.  TAKE
 GQ0365'THE RIGHT FORK AND FOLLOW THE TRACK ROAD SOUTH FOR 3.5 MILES
 GQ0365'TO A TRIANGLE BLAZED TREE AND THE END OF TRUCK TRAVEL.
 GQ0365'FROM HERE PACK SOUTH FOR ABOUT 1-1/2 HOURS TO THE TOP OF
 GQ0365'A LOW HILL AND THE AZIMUTH MARK.  CONTINUE SOUTH TO THE
 GQ0365'HIGHEST POINT AND THE STATION.  A 2-1/2 HOUR PACK.  THE TRAIL
 GQ0365'CAN BE FOUND IN SOME PLACES, BUT IS QUITE DIM.
 GQ0365'
 GQ0365'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 GQ0365'7698 7688 EMMA EMMA 1933, IS SET IN A DRILL HOLE IN A BOULDER.
 GQ0365'
 GQ0365'REFERENCE MARK 1, A STANDARD DISK STAMPED EMMA NO 1 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 4 FEET
 GQ0365'LOWER THAN THE STATION.
 GQ0365'
 GQ0365'REFERENCE MARK 2, A STANDARD DISK STAMPED EMMA USGS NO 2 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GQ0365'GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GQ0365'
 GQ0365'THE AZIMUTH MARK, A STANDARD DISK STAMPED EMMA USGS 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE
 GQ0365'THE GROUND.  IT IS LOCATED 75 FEET WEST OF THE HIGHEST POINT
 GQ0365'OF A LOW, ROUND SHAPED, BRUSH COVERED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1038 ***********************************************************************
 CG1038  DESIGNATION -  EMPIRE
 CG1038  PID         -  CG1038
 CG1038  STATE/COUNTY-  AZ/PIMA
 CG1038  USGS QUAD   -  THE NARROWS (1981)
 CG1038
 CG1038                         *CURRENT SURVEY CONTROL
 CG1038  ___________________________________________________________________
 CG1038* NAD 83(1992)-  31 55 01.47034(N)    110 36 46.47920(W)     ADJUSTED  
 CG1038* NAVD 88     -      1639.6    (meters)    5379.     (feet)  VERTCON   
 CG1038  ___________________________________________________________________
 CG1038  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CG1038  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CG1038
 CG1038  HORZ ORDER  -  FIRST
 CG1038
 CG1038.The horizontal coordinates were established by classical geodetic methods
 CG1038.and adjusted by the National Geodetic Survey in August 1993..
 CG1038
 CG1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1038
 CG1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1038
 CG1038.The geoid height was determined by GEOID03.
 CG1038
 CG1038;                    North         East     Units Scale Factor Converg.
 CG1038;SPC AZ C     -   102,414.465   336,659.127   MT  1.00008743   +0 41 21.7
 CG1038;SPC AZ C     -   336,005.46  1,104,524.69   iFT  1.00008743   +0 41 21.7
 CG1038;UTM  12      - 3,531,309.510   536,595.628   MT  0.99961652   +0 12 16.8
 CG1038
 CG1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1038!SPC AZ C     -   0.99974703  x   1.00008743  =   0.99983444
 CG1038!UTM  12      -   0.99974703  x   0.99961652  =   0.99936365
 CG1038
 CG1038:                Primary Azimuth Mark                     Grid Az
 CG1038:SPC AZ C     -  PANTANO SP RR WATER TANK                 018 15 03.5
 CG1038:UTM  12      -  PANTANO SP RR WATER TANK                 018 44 08.4
 CG1038
 CG1038|---------------------------------------------------------------------|
 CG1038| PID    Reference Object                     Distance      Geod. Az  |
 CG1038|                                                           dddmmss.s |
 CG1038| CG1036 PANTANO SP RR WATER TANK            APPROX. 9.7 KM 0185625.2 |
 CG1038| CC7349 EMPIRE AZ MK                                       1405034.9 |
 CG1038| CC7350 EMPIRE RM 1                           5.317 METERS 23438     |
 CG1038| CC7351 EMPIRE RM 2                           8.770 METERS 32757     |
 CG1038| CZ1821 AIRWAY BEACON 12                    APPROX.16.5 KM 3470549.5 |
 CG1038|---------------------------------------------------------------------|
 CG1038
 CG1038                          SUPERSEDED SURVEY CONTROL
 CG1038
 CG1038  NAD 83(1986)-  31 55 01.46604(N)    110 36 46.47674(W) AD(       ) 1
 CG1038  NAD 27      -  31 55 01.16400(N)    110 36 44.19000(W) AD(       ) 1
 CG1038  NGVD 29 (07/19/86) 1638.8    (m)         5377.     (f) VERT ANG       
 CG1038
 CG1038.Superseded values are not recommended for survey control.
 CG1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1038.See file dsdata.txt to determine how the superseded data were derived.
 CG1038
 CG1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3659631310(NAD 83)
 CG1038_MARKER: DS = TRIANGULATION STATION DISK
 CG1038_SETTING: 80 = SET IN A BOULDER
 CG1038_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1038
 CG1038  HISTORY     - Date     Condition        Report By
 CG1038  HISTORY     - 1935     MONUMENTED       CGS
 CG1038  HISTORY     - 1936     GOOD             CGS
 CG1038  HISTORY     - 1956     GOOD             USE
 CG1038  HISTORY     - 1960     GOOD             CGS
 CG1038  HISTORY     - 1962     GOOD             CGS
 CG1038
 CG1038                          STATION DESCRIPTION
 CG1038
 CG1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1038'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTH END OF THE
 CG1038'EMPIRE MOUNTAINS, ABOUT 6 MILES SOUTHWEST OF PANTANO STATION ON
 CG1038'THE SOUTHERN PACIFIC COMPANY RAILROAD, AND ABOUT 18.5 MILES WEST
 CG1038'OF BENSON.
 CG1038'
 CG1038'REACHED FROM BENSON OR TUCSON.  DRIVE EAST FROM TUCSON ABOUT 33.5
 CG1038'MILES TO PANTANO STATION, OR 18.5 MILES WEST FROM BENSON, CROSS
 CG1038'THE RAILROAD ABOUT 75 YARDS WEST OF THE SCHOOLHOUSE AND RAILROAD
 CG1038'WATER TANK, GO 0.1 MILE AND PASS THROUGH GATE, CROSS WASH AND GO
 CG1038'0.3 MILE, TAKE THE LEFT FORK, GO 0.3 MILE, TAKE ANOTHER LEFT
 CG1038'FORK, GO ON THE MAIN-TRAVELED ROAD FOR 6.4 MILES (HERE A SALT
 CG1038'LICK FOR CATTLE CAN BE SEEN TO THE RIGHT OF ROAD ABOUT 150
 CG1038'YARDS), TURN RIGHT WHERE POSSIBLE AND GO OVER THE SALT LICK
 CG1038'AND THE END OF TRUCK TRAVEL.  FROM HERE THE HILL WITH THE
 CG1038'STATION CAN BE SEEN.  FOLLOW THE COW-TRAIL TOWARDS THE MOUNTAIN
 CG1038'AS FAR AS POSSIBLE, THEN DROP INTO THE WASH GOING ABOUT 0.3
 CG1038'MILE, THEN CLIMB TO THE LEFT SIDE AND FOLLOW THE SLOPE TO THE
 CG1038'RIDGE, FROM HERE FOLLOW THE CREST OF THE RIDGE, CIRCLING TO THE
 CG1038'RIGHT FORMING A HORSESHOE TO THE HIGHEST POINT TO THE NORTH AND
 CG1038'TO THE STATION.
 CG1038'
 CG1038'REFERENCE MARKS NOS. 1 AND 2, SET IN DRILL HOLE IN BOULDER.
 CG1038
 CG1038                          STATION RECOVERY (1936)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1038'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTH END OF THE
 CG1038'EMPIRE MOUNTAINS, IN THE NORTH EDGE OF SEC. 33, T. 17 S., R. 17
 CG1038'E., ABOUT 6 MILES SOUTH-SOUTHWEST OF PANTANO, A STATION ON THE
 CG1038'SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 18 MILES WEST AND 4 MILES
 CG1038'SOUTH OF BENSON, AND ABOUT 30 MILES SOUTHEAST OF TUCSON.
 CG1038'
 CG1038'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89, WHICH IS
 CG1038'JUST NORTH OF THE U.S. VETERANS HOSPITAL, FOLLOW U.S. HIGHWAY 80
 CG1038'EAST FOR 28.5 MILES TO THE VILLAGE OF PANTANO, TURN RIGHT OFF U.S.
 CG1038'HIGHWAY 80 AND CROSS RAILROAD TRACKS (ABOUT 75 YARDS WEST OF
 CG1038'THE SCHOOLHOUSE AND RAILROAD WATER TANK), GO DOWNHILL AFTER
 CG1038'CROSSING RAILROAD TRACKS FOR 0.1 MILE TO WIRE GATE, CROSS WASH
 CG1038'AND CONTINUE FOR 0.3 MILE TO FORK, TAKE LEFT FORK AND
 CG1038'MAIN-TRAVELED ROAD AND CONTINUE FOR 0.25 MILE TO ANOTHER FORK,
 CG1038'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD (UNIMPROVED) FOR
 CG1038'6.1 MILES TO A CATTLE SALT LICK ABOUT 150 YARDS TO THE
 CG1038'RIGHT, CONTINUE ON ROAD FOR 1.1 MILES TO A SIDE ROAD ON THE
 CG1038'RIGHT AND SIGN TOTAL WRECK MINE.  TURN RIGHT AT THIS POINT OFF
 CG1038'MAIN-TRAVELED ROAD AND GO SOUTHWEST FOR 0.1 MILE, (AZIMUTH 1936
 CG1038'AT THIS POINT, 100 FEET EAST OF WIRE GATE, 20 FEET NORTH OF
 CG1038'CENTER OF ROAD, 6 INCHES ABOVE SURFACE OF GROUND).  AT AZIMUTH
 CG1038'TURN RIGHT ONTO DIM ROAD AND FOLLOW THIS DIM WINDING AND
 CG1038'ROUGH ROAD TO END OF TRUCK TRAVEL AND FENCE AT BASE OF
 CG1038'MOUNTAIN.  FROM END OF TRUCK TRAVEL CROSS DEEP CANYON AND
 CG1038'FOLLOW RIDGE TO TOP, BEAR TO RIGHT AND STATION.  A PACK OF
 CG1038'1-HOUR.
 CG1038
 CG1038                          STATION RECOVERY (1956)
 CG1038
 CG1038'RECOVERY NOTE BY US ENGINEERS 1956
 CG1038'STATION RECOVERED AS DESCRIBED.
 CG1038
 CG1038                          STATION RECOVERY (1960)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG1038'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 CG1038'GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS DUE TO NEW
 CG1038'HIGHWAY CONSTRUCTION.
 CG1038'
 CG1038'TO REACH THE STATION FROM THE PANTANO UNDERPASS WHICH IS 27.6 MILES
 CG1038'SOUTHEAST OF TUCSON ALONG THE INTERSTATE ROUTE 8 OR U.S. HIGHWAY
 CG1038'80, PROCEED WESTERLY TOWARDS TUCSON FOR 0.6 MILES TO A STEEL GATE
 CG1038'IN THE SOUTH RIGHT OF WAY FENCE LINE.  A KEY MAY BE OBTAINED
 CG1038'FROM THE HIGHWAY DEPARTMENT OR THE PIPELINE COMPANY FOR THIS
 CG1038'GATE.  PROCEED SOUTHERLY, THROUGH THE GATE AND FOLLOW THE MAIN
 CG1038'TRAVELED ROAD TO ITS INTERSECTION WITH THE NORTH-SOUTH BURIED
 CG1038'PIPE LINE, ABOUT 0.2 SOUTH OF THE INTERSECTION OF AN EAST-WEST
 CG1038'AND NORTH-SOUTH PIPE LINE.  THE INTERSECTION IS MARKED BE SEVERAL
 CG1038'AIR VENT STAND PIPES.  CONTINUE SOUTHERLY ON THE ROAD FOR 1.2
 CG1038'MILES TO A FORK 0.2 MILE, AFTER PASSING A LARGE CONCRETE WATER
 CG1038'STORAGE TANK ON THE RIGHT, WEST, SIDE OF THE ROAD, KEEP THE
 CG1038'RIGHT FORK FOR 1.8 MILES TO A WINDMILL, CORRALS AND A STEEL
 CG1038'WATER STORAGE TANK ON THE RIGHT, CONTINUE AROUND THE EAST SIDE OF
 CG1038'THE WINDMILL, FOLLOWING THE ROAD, FOR 0.55 MILE TO A FENCE
 CG1038'AND STEEL GATE, CONTINUE THROUGH THE GATE FOR 1.6 MILES,
 CG1038'CRISCROSSING THE BURIED PIPE LINE TO A WINDMILL AND LARGE
 CG1038'STEEL STORAGE TANK.  THE STATION IS VISIBLE ON THE HIGHEST POINT
 CG1038'DUE WEST OF THIS POINT.  CONTINUE ON THE MAIN TRAVELED ROAD
 CG1038'FOR 1.0 MILE TO A FORK, KEEP THE RIGHT FORK, SOUTHWEST,
 CG1038'FOR 0.1 MILE TO THE AZIMUTH MARK 100 FEET EAST OF A WIRE GATE
 CG1038'AND 20 FEET NORTH OF THE ROAD, TURN RIGHT, NORTH, DOWN THE
 CG1038'BENCH TO A POINT WHERE THE DEEP WASH CAN BE CROSSED THEN
 CG1038'LEFT, SOUTHERLY UP ONTO THE TOE OF A SMALL RIDGE KEEPING TO THE
 CG1038'RIGHT EDGE OF THE RIDGE WHERE ANOTHER WASH MUST BE CROSSED,
 CG1038'TRAVEL GENERALLY WESTERLY FOR ABOUT 1.0 MILE TO A SMALL WIRE GATE
 CG1038'IN THE FENCE LINE AT THE BASE OF THE STATION HILL, PASSING
 CG1038'THROUGH THIS GATE, TURN RIGHT TOWARDS THE DEEP WASH COMING DOWN
 CG1038'THE EAST SLOPE OF THE RIDGE TO THE END OF TRUCK TRAVEL AT
 CG1038'ANOTHER DEEP WASH.  THIS LAST DISTANCE IS APPROXIMATLY 0.3 MILES
 CG1038'AND REQUIRES A 4-WHEEL DRIVE VEHICLE.  FROM HERE PACK
 CG1038'WESTERLY UP THE STEEP SLOPE TO THE CREST OF THE RIDGE THEN
 CG1038'RIGHT ALONG THE CREST FOR ABOUT 0.5 MILE TO THE STATION SITE
 CG1038'ON THE HIGHEST POINT.  PACK TIME ABOUT 1 HOUR.  NOTE--A 4-WHEEL
 CG1038'DRIVE VEHICLE IS REQUIRED FOR THE LAST 1.3 MILE OF
 CG1038'TRAVEL.
 CG1038
 CG1038                          STATION RECOVERY (1962)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG1038'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1038'FOUND AND RECOVERED AS DESCRIBED.  THE DISTANCE AND DIRECTION OF
 CG1038'THE REFERENCE MARKS AND AZIMUTH MARK WAS FOUND TO BE ACCURATE.
 CG1038'STATION WAS RECOVERED IN 1960 BY W.W.H AND THE DESCRIPTION
 CG1038'TO REACH THE STATION WRITTEN AT THAT TIME IS SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0275 ***********************************************************************
 GQ0275  DESIGNATION -  END
 GQ0275  PID         -  GQ0275
 GQ0275  STATE/COUNTY-  AZ/COCONINO
 GQ0275  USGS QUAD   -  CANE (1988)
 GQ0275
 GQ0275                         *CURRENT SURVEY CONTROL
 GQ0275  ___________________________________________________________________
 GQ0275* NAD 83(1992)-  36 32 19.61391(N)    112 05 21.98779(W)     ADJUSTED  
 GQ0275* NAVD 88     -      2496.8    (meters)    8192.     (feet)  VERTCON   
 GQ0275  ___________________________________________________________________
 GQ0275  LAPLACE CORR-         -10.64  (seconds)                    DEFLEC99
 GQ0275  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 GQ0275
 GQ0275  HORZ ORDER  -  THIRD
 GQ0275
 GQ0275.The horizontal coordinates were established by classical geodetic methods
 GQ0275.and adjusted by the National Geodetic Survey in August 1993..
 GQ0275
 GQ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0275
 GQ0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0275
 GQ0275.The geoid height was determined by GEOID03.
 GQ0275
 GQ0275;                    North         East     Units Scale Factor Converg.
 GQ0275;SPC AZ C     -   614,306.167   197,890.216   MT  0.99990295   -0 06 10.3
 GQ0275;SPC AZ C     - 2,015,440.18    649,246.12   iFT  0.99990295   -0 06 10.3
 GQ0275;UTM  12      - 4,044,261.924   402,481.769   MT  0.99971716   -0 38 55.2
 GQ0275
 GQ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0275!SPC AZ C     -   0.99961171  x   0.99990295  =   0.99951470
 GQ0275!UTM  12      -   0.99961171  x   0.99971716  =   0.99932898
 GQ0275
 GQ0275|---------------------------------------------------------------------|
 GQ0275| PID    Reference Object                     Distance      Geod. Az  |
 GQ0275|                                                           dddmmss.s |
 GQ0275| CH2240 END RM 1                              4.793 METERS 01848     |
 GQ0275| GP0618 BITTER                              APPROX.40.6 KM 0784048.0 |
 GQ0275| CH2241 END RM 2                             22.420 METERS 13317     |
 GQ0275|---------------------------------------------------------------------|
 GQ0275
 GQ0275                          SUPERSEDED SURVEY CONTROL
 GQ0275
 GQ0275  NAD 83(1986)-  36 32 19.61118(N)    112 05 21.98051(W) AD(       ) 3
 GQ0275  NAD 27      -  36 32 19.67300(N)    112 05 19.33500(W) AD(       ) 3
 GQ0275  NGVD 29 (07/19/86) 2495.6    (m)         8188.     (f) VERT ANG       
 GQ0275
 GQ0275.Superseded values are not recommended for survey control.
 GQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0275.See file dsdata.txt to determine how the superseded data were derived.
 GQ0275
 GQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0248244262(NAD 83)
 GQ0275_MARKER: DS = TRIANGULATION STATION DISK
 GQ0275_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0275
 GQ0275  HISTORY     - Date     Condition        Report By
 GQ0275  HISTORY     - 1953     MONUMENTED       CGS
 GQ0275
 GQ0275                          STATION DESCRIPTION
 GQ0275
 GQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0275'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHEAST OF JACOB LAKE
 GQ0275'LODGE, ABOUT 9 MILES NORTH OF KAIBAB LODGE, ABOUT 5 MILES
 GQ0275'NORTHEAST OF PLEASANT VALLEY, AND ABOUT 0.1 MILE WEST-SOUTHWEST
 GQ0275'OF THE EASTERNMOST POINT OF KANE RIDGE.
 GQ0275'
 GQ0275'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE ROUTE
 GQ0275'67 AT JACOB LAKE LODGE BY GOING SOUTH ON STATE ROUTE 67 FOR
 GQ0275'18.5 MILES TO A DIM ROAD EAST, AND A SIGN ON THE RIGHT, WEST,
 GQ0275'KANE RIDGE.  HERE TURN LEFT, EAST, ON THE DIM ROAD AND GO
 GQ0275'0.6 MILES TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD ON THE
 GQ0275'DIM ROAD FOR 0.3 MILE TO ROAD FORKS AND SIGN, KANE RIDGE- TATER
 GQ0275'RIDGE.  HERE TURN SHARP LEFT UP STEEP SLOPE AS PER SIGN
 GQ0275'KANE RIDGE AND FOLLOW THE ROAD NORTH THEN EAST FOR 3.7 MILES
 GQ0275'TO A TRIANGLE BLAZE ON A 2-FOOT PINE TREE ON THE RIGHT.
 GQ0275'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A LARGE CAIRN ON
 GQ0275'THE LEFT.  HERE TURN RIGHT AND GO NORTHEAST ACROSS COUNTRY
 GQ0275'THROUGH THE THICK TIMBER FOLLOWING A BLAZED TRAIL FOR 0.4
 GQ0275'MILE TO THE EASTERNMOST POINT OF KANE RIDGE AND THE STATION.
 GQ0275'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.4
 GQ0275'MILE.
 GQ0275'
 GQ0275'THE STATION, A STANDARD DISC STAMPED END 1953, IS CEMENTED
 GQ0275'IN OUTCROPING BEDROCK.  IT IS 100 YARDS SOUTH OF A SMALL WASH,
 GQ0275'25 PACES NORTHWEST OF THE RIM OF THE CANYON AND 14 FEET EAST
 GQ0275'OF A 12-INCH PINE TREE WITH A TRIANGLE BLAZE.  CLEARING HAS
 GQ0275'BEEN DONE ON LINE TO STATION BITTER 1934.
 GQ0275'
 GQ0275'REFERENCE MARK 1 IS 1 FOOT HIGHER THAN THE STATION AND 12 FEET
 GQ0275'EAST - NORTHEAST OF THE BLAZED PINE TREE.  IT IS STAMPED END
 GQ0275'NO 1 1953 AND IS CEMENTED IN A BOULDER FLUSH WITH THE SURROUNDING
 GQ0275'SURFACE.  IT IS A STANDARD DISK.
 GQ0275'
 GQ0275'REFERENCE MARK 2, A STANDARD DISC, IS ABOUT 8 FEET LOWER
 GQ0275'THAN THE STATION.  IT IS CEMENTED IN OUTCROPING BEDROCK ON
 GQ0275'THE EDGE OF THE CANYON RIM.  IT IS STAMPED END NO 2 1953.
 GQ0275'
 GQ0275'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2226 ***********************************************************************
 DU2226  DESIGNATION -  END
 DU2226  PID         -  DU2226
 DU2226  STATE/COUNTY-  AZ/MARICOPA
 DU2226  USGS QUAD   -  CAVE CREEK (1981)
 DU2226
 DU2226                         *CURRENT SURVEY CONTROL
 DU2226  ___________________________________________________________________
 DU2226* NAD 83(1992)-  33 46 11.47943(N)    111 58 55.31783(W)     ADJUSTED  
 DU2226* NAVD 88     -       583.2    (meters)    1913.     (feet)  VERTCON   
 DU2226  ___________________________________________________________________
 DU2226  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU2226  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DU2226
 DU2226  HORZ ORDER  -  SECOND
 DU2226
 DU2226.The horizontal coordinates were established by classical geodetic methods
 DU2226.and adjusted by the National Geodetic Survey in August 1993..
 DU2226
 DU2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2226
 DU2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2226
 DU2226.The geoid height was determined by GEOID03.
 DU2226
 DU2226;                    North         East     Units Scale Factor Converg.
 DU2226;SPC AZ C     -   307,130.612   207,305.538   MT  0.99990045   -0 02 10.8
 DU2226;SPC AZ C     - 1,007,646.36    680,136.28   iFT  0.99990045   -0 02 10.8
 DU2226;UTM  12      - 3,737,071.680   409,065.850   MT  0.99970194   -0 32 45.3
 DU2226
 DU2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2226!SPC AZ C     -   0.99991301  x   0.99990045  =   0.99981347
 DU2226!UTM  12      -   0.99991301  x   0.99970194  =   0.99961498
 DU2226
 DU2226|---------------------------------------------------------------------|
 DU2226| PID    Reference Object                     Distance      Geod. Az  |
 DU2226|                                                           dddmmss.s |
 DU2226| CH5127 END RM 3                              7.065 METERS 00429     |
 DU2226| CH5125 END RM 1                              6.465 METERS 03229     |
 DU2226| CH5128 END RM 4                                           2055017.2 |
 DU2226| CH5126 END RM 2                              6.566 METERS 28538     |
 DU2226|---------------------------------------------------------------------|
 DU2226
 DU2226                          SUPERSEDED SURVEY CONTROL
 DU2226
 DU2226  NAD 83(1986)-  33 46 11.47400(N)    111 58 55.32121(W) AD(       ) 2
 DU2226  NAD 27      -  33 46 11.33500(N)    111 58 52.78900(W) AD(       ) 2
 DU2226  NGVD 29 (07/19/86)  582.6    (m)         1911.     (f) VERT ANG       
 DU2226
 DU2226.Superseded values are not recommended for survey control.
 DU2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2226.See file dsdata.txt to determine how the superseded data were derived.
 DU2226
 DU2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0906637072(NAD 83)
 DU2226_MARKER: DS = TRIANGULATION STATION DISK
 DU2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2226
 DU2226  HISTORY     - Date     Condition        Report By
 DU2226  HISTORY     - 1946     MONUMENTED       CGS
 DU2226  HISTORY     - 1974     GOOD             NGS
 DU2226  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 DU2226
 DU2226                          STATION DESCRIPTION
 DU2226
 DU2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2226'THE STATION IS LOCATED 33 FEET NORTHWEST OF THE CENTER OF THE
 DU2226'CAVE CREEK-PHOENIX HIGHWAY AND IN APPROXIMATE AIRLINE DISTANCES IS
 DU2226'22-1/2 MILES NORTH-NORTHEAST OF PHOENIX AND 5 MILES SOUTHWEST OF
 DU2226'CAVE CREEK.
 DU2226'
 DU2226'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO WEST AND
 DU2226'SOUTHERLY ON THE PHOENIX HIGHWAY FOR 0.45 MILES TO A CATTLE GUARD,
 DU2226'THENCE CROSS THIS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR
 DU2226'0.35 MILES TO ANOTHER CATTLE GUARD.  CROSS THIS CATTLE GUARD AND
 DU2226'CONTINUE ON THE PHOENIX HIGHWAY FOR 4.2 MILES TO A MAIL BOX ON
 DU2226'THE LEFT OR SOUTHEAST AND THE STATION ON THE RIGHT.
 DU2226'
 DU2226'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED END 1946, SET
 DU2226'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 DU2226'SURROUNDING SURFACE.  IT IS LOCATED 76 FEET SOUTHWEST OF THE
 DU2226'CENTER POINT OF THE INTERSECTION OF A BLADED ROAD AND THE CAVE
 DU2226'CREEK-PHOENIX HIGHWAY, 61-1/2 FEET WEST-SOUTHWEST OF THE MAIL BOX
 DU2226'WITH BAKER HOLCOM BOX 75 PRINTED ON ITS SIDE, 21 FEET NORTH OF A
 DU2226'TRIANGLE BLAZED CACTUS, AND 11.0 FEET SOUTH-SOUTHEAST OF A 4
 DU2226'INCH SQUARE WHITE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED END NO 1
 DU2226'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 DU2226'ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1-1/2 FEET ABOVE THE
 DU2226'STATION.  IT IS LOCATED NORTH-NORTHEAST OF THE STATION.
 DU2226'
 DU2226'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED END NO 2
 DU2226'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 DU2226'ABOVE THE SURROUNDING SURFACE AND IS ABOUT THE SAME LEVEL AS THE
 DU2226'STATION.  IT IS LOCATED WEST OF THE STATION.
 DU2226'
 DU2226'STATION CAVE CREEK IS THE AZIMUTH MARK FOR THIS STATION.
 DU2226'
 DU2226'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 DU2226
 DU2226                          STATION RECOVERY (1974)
 DU2226
 DU2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2226'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 DU2226'CONDITION.  REFERENCE MARK 1 WAS IN PLACE AT EDGE OF GRADER BANK
 DU2226'AND EXPOSED FOR ABOUT 2 FEET ON THE EAST SIDE.  THE MARK WAS RESET
 DU2226'IN A SAFE LOCATION AS REFERENCE MARK 3.  STATION MESA 1924 WHICH
 DU2226'IS LISTED FOR AN AZIMUTH MARK IS A LONG PACK AND REFERENCE MARK 4
 DU2226'WAS ESTABLISHED.
 DU2226'
 DU2226'THE STATION MARK IS A STANDARD DISK STAMPED, END 1946.  IT IS SET
 DU2226'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 DU2226'INCHES.  THE MARK IS 63 FEET SOUTH OF THE INTERSECTION OF CAVE
 DU2226'CREEK ROAD AND LONE MOUNTAIN ROAD, 28 FEET WEST OF THE CENTER OF
 DU2226'CAVE CREEK ROAD AND 1-1/2 FEET EAST OF THE WITNESS POST AND SIGN.
 DU2226'
 DU2226'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, END NO 2 1946.  IT
 DU2226'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DU2226'8 INCHES.  IT IS 20 FEET SOUTH OF THE SOUTH BANK OF A WASH AND 19
 DU2226'FEET WEST OF THE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, END NO 3 1946 1974.
 DU2226'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2226'ABOUT 6 INCHES.  IT IS 40 FEET WEST OF THE CENTER OF CAVE CREEK
 DU2226'ROAD, 38 FEET SOUTH OF A REPAIR BOX FOR UNDERGROUND CABLE AND 23
 DU2226'FEET NORTH OF THE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, END NO 4 1946 1974.
 DU2226'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2226'ABOUT 2 INCHES.  IT IS 29 FEET EAST OF THE CENTER OF CAVE CREEK
 DU2226'ROAD, 19 FEET SOUTH OF THE SOUTH 1 OF 4 LARGE STEEL CULVERTS AND
 DU2226'1 FOOT WEST OF WITNESS POST AND SIGN WHICH IS SET IN THE EAST
 DU2226'RIGHT OF WAY FENCE LINE.
 DU2226'
 DU2226'TO REACH THE STATION FROM CAVE CREEK SCHOOL IN CAVE CREEK, GO WEST
 DU2226'AND SOUTH ALONG CAVE CREEK ROAD FOR 5.6 MILES TO INTERSECTION WITH
 DU2226'LONE MTN ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DU2226'
 DU2226'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2226'
 DU2226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DU2226'SOUTHWEST OF CAVE CREEK.
 DU2226
 DU2226                          STATION RECOVERY (2006)
 DU2226
 DU2226'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2226'THERE HAS BEEN ROAD CONSTRUCTION, AND OTHER CONSTRUCTION IN THE AREA.
 DU2226'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0520 ***********************************************************************
 GP0520  DESIGNATION -  END
 GP0520  PID         -  GP0520
 GP0520  STATE/COUNTY-  AZ/COCONINO
 GP0520  USGS QUAD   -  SHINUMO ALTAR (1988)
 GP0520
 GP0520                         *CURRENT SURVEY CONTROL
 GP0520  ___________________________________________________________________
 GP0520* NAD 83(1992)-  36 22 40.49403(N)    111 38 08.56687(W)     ADJUSTED  
 GP0520* NAVD 88     -      1965.1    (meters)    6447.     (feet)  VERTCON   
 GP0520  ___________________________________________________________________
 GP0520  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GP0520  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0520
 GP0520  HORZ ORDER  -  THIRD
 GP0520
 GP0520.The horizontal coordinates were established by classical geodetic methods
 GP0520.and adjusted by the National Geodetic Survey in August 1993..
 GP0520
 GP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0520
 GP0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0520
 GP0520.The geoid height was determined by GEOID03.
 GP0520
 GP0520;                    North         East     Units Scale Factor Converg.
 GP0520;SPC AZ C     -   596,479.751   238,567.913   MT  0.99990783   +0 09 59.9
 GP0520;SPC AZ C     - 1,956,954.56    782,703.13   iFT  0.99990783   +0 09 59.9
 GP0520;UTM  12      - 4,026,053.701   442,978.958   MT  0.99964006   -0 22 37.4
 GP0520
 GP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0520!SPC AZ C     -   0.99969527  x   0.99990783  =   0.99960313
 GP0520!UTM  12      -   0.99969527  x   0.99964006  =   0.99933544
 GP0520
 GP0520:                Primary Azimuth Mark                     Grid Az
 GP0520:SPC AZ C     -  DESERT                                   184 10 51.9
 GP0520:UTM  12      -  DESERT                                   184 43 29.2
 GP0520
 GP0520|---------------------------------------------------------------------|
 GP0520| PID    Reference Object                     Distance      Geod. Az  |
 GP0520|                                                           dddmmss.s |
 GP0520| GP0590 DESERT                              APPROX. 9.7 KM 1842051.8 |
 GP0520|---------------------------------------------------------------------|
 GP0520
 GP0520                          SUPERSEDED SURVEY CONTROL
 GP0520
 GP0520  NAD 83(1986)-  36 22 40.49321(N)    111 38 08.56324(W) AD(       ) 3
 GP0520  NGVD 29 (05/08/89) 1964.1    (m)         6444.     (f) VERT ANG       
 GP0520
 GP0520.Superseded values are not recommended for survey control.
 GP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0520.See file dsdata.txt to determine how the superseded data were derived.
 GP0520
 GP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4297926054(NAD 83)
 GP0520_MARKER: DD = SURVEY DISK
 GP0520_SETTING: 66 = SET IN ROCK OUTCROP
 GP0520_SP_SET: SET IN ROCK OUTCROP
 GP0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0520+STABILITY: POSITION/ELEVATION WELL
 GP0520
 GP0520  HISTORY     - Date     Condition        Report By
 GP0520  HISTORY     - 1934     MONUMENTED       USGS
 GP0520
 GP0520                          STATION DESCRIPTION
 GP0520
 GP0520'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GP0520'LOCATED ABOUT 11 MI WNW. OF CEDAR RIDGE TRADING POST ON U.S. HWY.
 GP0520'89, 7 MI SE. OF SHINUMO ALTAR BUTTE.  ON NORTHWEST END OF LONG,
 GP0520'NW.-SE. RIDGE.
 GP0520'
 GP0520'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0520'MI W. ON MAIN-TRAVELED RD. TO RESERVOIR.  CONTINUE 1.9 MI W., GO
 GP0520'CROSS-COUNTRY ABOUT 0.25 MI TO BASE OF NORTHWEST END OF RIDGE AND
 GP0520'STATION.
 GP0520'
 GP0520'STATION MARK--STANDARD TABLET STAMPED---END 1953---, CEMENTED IN
 GP0520'SOLID ROCK OUTCROP.
 GP0520'
 GP0520'RM 1--COPPER NAIL AND WASHER IN 6-INCH CEDAR TREE.
 GP0520'
 GP0520'RM 2--COPPER NAIL AND WASHER IN 8-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1958 ***********************************************************************
 DV1958  DESIGNATION -  ENGASSER
 DV1958  PID         -  DV1958
 DV1958  STATE/COUNTY-  AZ/YUMA
 DV1958  USGS QUAD   -  KOFA BUTTE (1990)
 DV1958
 DV1958                         *CURRENT SURVEY CONTROL
 DV1958  ___________________________________________________________________
 DV1958* NAD 83(1992)-  33 15 41.27457(N)    113 55 04.14657(W)     ADJUSTED  
 DV1958* NAVD 88     -       884.5    (meters)    2902.     (feet)  VERTCON   
 DV1958  ___________________________________________________________________
 DV1958  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 DV1958  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DV1958
 DV1958  HORZ ORDER  -  SECOND
 DV1958
 DV1958.The horizontal coordinates were established by classical geodetic methods
 DV1958.and adjusted by the National Geodetic Survey in August 1993..
 DV1958
 DV1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1958
 DV1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1958
 DV1958.The geoid height was determined by GEOID03.
 DV1958
 DV1958;                    North         East     Units Scale Factor Converg.
 DV1958;SPC AZ W     -   250,767.821   197,724.277   MT  0.99993635   -0 05 31.4
 DV1958;SPC AZ W     -   822,729.07    648,701.70   iFT  0.99993635   -0 05 31.4
 DV1958;UTM  12      - 3,684,071.519   228,189.187   MT  1.00051100   -1 36 04.6
 DV1958;UTM  11      - 3,684,511.792   787,127.899   MT  1.00061659   +1 41 29.8
 DV1958
 DV1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1958!SPC AZ W     -   0.99986615  x   0.99993635  =   0.99980251
 DV1958!UTM  12      -   0.99986615  x   1.00051100  =   1.00037708
 DV1958!UTM  11      -   0.99986615  x   1.00061659  =   1.00048265
 DV1958
 DV1958|---------------------------------------------------------------------|
 DV1958| PID    Reference Object                     Distance      Geod. Az  |
 DV1958|                                                           dddmmss.s |
 DV1958| CH2243 ENGASSER RM 1                         3.936 METERS 00716     |
 DV1958| CH2244 ENGASSER RM 2                         5.350 METERS 13007     |
 DV1958| CH2242 ENGASSER AZ MK                                     2281100.5 |
 DV1958|---------------------------------------------------------------------|
 DV1958
 DV1958                          SUPERSEDED SURVEY CONTROL
 DV1958
 DV1958  NAD 83(1986)-  33 15 41.27015(N)    113 55 04.15262(W) AD(       ) 2
 DV1958  NAD 27      -  33 15 41.14500(N)    113 55 01.39400(W) AD(       ) 2
 DV1958  NGVD 29 (07/19/86)  883.8    (m)         2900.     (f) VERT ANG       
 DV1958
 DV1958.Superseded values are not recommended for survey control.
 DV1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1958.See file dsdata.txt to determine how the superseded data were derived.
 DV1958
 DV1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2818984072(NAD 83)
 DV1958_MARKER: DS = TRIANGULATION STATION DISK
 DV1958_SETTING: 66 = SET IN ROCK OUTCROP
 DV1958
 DV1958  HISTORY     - Date     Condition        Report By
 DV1958  HISTORY     - 1949     MONUMENTED       CGS
 DV1958  HISTORY     - 1952     GOOD             USE
 DV1958  HISTORY     - 1972     GOOD             AZHD
 DV1958
 DV1958                          STATION DESCRIPTION
 DV1958
 DV1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1958'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTH OF ROLLS,
 DV1958'ABOUT 2 MILES AIR LINE SOUTHEAST OF KOFA BUTTE, ON A HIGH
 DV1958'EAST-WEST RIDGE WHICH SLOPES TO THE WEST AND HAS ROUGH CLIFFS
 DV1958'TO THE EAST AND SOUTHEAST.  THE STATION IS 18 FEET NORTHWEST
 DV1958'OF THE HIGHEST POINT, SET FLUSH AND IS STAMPED, ENGASSER 1949.
 DV1958'
 DV1958'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1958'STATION, SET FLUSH AND IS STAMPED, ENGASSER NO 1 1949.
 DV1958'
 DV1958'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DV1958'STATION, PROJECTS 1 FOOT AND IS STAMPED, ENGASSER NO 2 1949.
 DV1958'
 DV1958'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON THE
 DV1958'HIGHEST POINT OF A GRAVEL KNOLL WHICH LAYS ON THE SOUTH EDGE
 DV1958'OF WASH.  THE MARK IS ABOUT 50 FEET SOUTH OF AND ABOUT 30 FEET
 DV1958'ABOVE THE CENTER LINE OF TRACK ROAD UP WASH, 16 PACES EAST
 DV1958'OF A 4X4 WITNESS POST, SET FLUSH AND IS STAMPED, ENGASSER 1949.
 DV1958'
 DV1958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DV1958'HIGHWAY 95 IN YUMA, GO NORTH ON STATE HIGHWAY 95, FOR 25.0 MILES
 DV1958'TO COUNTY WELL.  CONTINUE NORTH FOR 30.4 MILES TO A ROAD RIGHT
 DV1958'AT SIGN 22 MI KING, ROB ROY, NORTH STAR.  TURN RIGHT (EAST)
 DV1958'LEAVING HIGHWAY AND FOLLOW TRACK ROAD FOR 13.9 MILES TO A
 DV1958'T-ROAD LEFT AND SIGN 9.3 MI KING, ROB ROY, NORTH STAR.  TURN
 DV1958'LEFT (NORTH) AND GO 4.8 MILES TO A FORK OF GRADED AND TRACK
 DV1958'ROAD, PASSING OLD ABANDONED BUILDINGS AT 3.3 MILES.  TAKE THE
 DV1958'RIGHT FORK, THE TRACK ROAD, AND GO 2.8 MILES TO POINT WHERE
 DV1958'THE ROAD INTERSECTS ANOTHER ROAD.  THERE ARE TWO WHITE SIGN
 DV1958'POSTS ABOUT 50 FEET EAST OF THE INTERSECTION.  TURN
 DV1958'RIGHT AT INTERSECTION AND FOLLOW GRADED ROAD FOR 1.25 MILES TO A
 DV1958'FORK.  TAKE THE LEFT FORK OVER SMALL RIDGE AND UP WASH FOR
 DV1958'0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DV1958'UP WASH FOR 0.1 MILE TO A SMALL WASH COMING IN FROM THE
 DV1958'LEFT (NORTH).  TURN LEFT AND FOLLOW THIS WASH FOR 1.5
 DV1958'MILES TO ITS END NEAR THE BASE OF HILL.  FROM THE END OF
 DV1958'TRUCK TRAVEL PACK NORTH TO THE HIGHEST POINT AND STATION.  A
 DV1958'1-HOUR PACK.
 DV1958
 DV1958                          STATION RECOVERY (1952)
 DV1958
 DV1958'RECOVERY NOTE BY US ENGINEERS 1952
 DV1958'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DV1958'
 DV1958'TO REACH FROM COUNTY WELL, GO NORTH ON HWY 95 FROM COUNTY
 DV1958'WELL 31.3 MILES TO STONE CABIN (MILE POST 81.3), GO RIGHT ON
 DV1958'GRADED ROAD 14.55 TO A GRADED ROAD LEFT AND SEVERAL SIGN POSTS
 DV1958'(MINES), GO LEFT (NE) 4.8 MILES TO A TRACK ROAD RIGHT AND A
 DV1958'SIGN NORTH STAR, GO STRAIGHT AHEAD 0.95 MILE TO AN OLD MILL
 DV1958'ON THE RIGHT, CONTINUE ON GRADED ROAD 2.2 MILES TO A GRADED
 DV1958'ROAD RIGHT AND SEVERAL SIGN POSTS, GO RIGHT 0.25 MILES TO A Y
 DV1958'FORK, GO RIGHT 0.45 MILE TO A Y FORK (ROB ROY MINE), GO LEFT
 DV1958'ON MAIN BLADED ROAD 1.35 MILE TO Y FORK AND OLD SIGN KOFA,
 DV1958'GO LEFT ON MAIN BLADED ROAD 1.95 MILE TO AZIMUTH AND WITNESS
 DV1958'POST, GO 0.05 MILE TO A SMALL WASH LEFT, GO LEFT ON WASH
 DV1958'ROAD 1.55 MILE TO END OF VEHICLE TRAVEL NEAR BASE OF RIDGE
 DV1958'(4 WHEEL DRIVE ON PART OF WASH ROAD), 1 HOUR PACK.
 DV1958'
 DV1958'STATION IS SW. OF A PROMINENT ROD CLIFFED BUTTE ON A RED SKYLINE
 DV1958'RIDGE RUNNING EAST AND WEST WHICH SLOPES DOWN TO THE WEST.
 DV1958'THERE IS A SMALL ROUNDED DOME TO THE WEST AND A SMALL FINGER
 DV1958'OF ROCK TO THE EAST.  CAIRN AND TRIPOD ARE NOT VISIBLE UNTIL
 DV1958'REACHING THE TOP.  EITHER CLIMB TOWARD CENTER OF RIDGE AND TURN
 DV1958'LEFT NEAR TOP (STEEP) OR WORK AROUND THE BASE NW. AND GO UP
 DV1958'FROM THE WEST.  STEEP CLIFFS MAKE CLIMBING HAZARDOUS ON THE SE.
 DV1958
 DV1958                          STATION RECOVERY (1972)
 DV1958
 DV1958'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1958'GENERAL LOCATION PARKER TO YUMA
 DV1958'
 DV1958'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 DV1958'
 DV1958'STATION MARK STA USC AND GS B.
 DV1958'
 DV1958'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0316 ***********************************************************************
 DV0316  DESIGNATION -  ENID
 DV0316  PID         -  DV0316
 DV0316  STATE/COUNTY-  AZ/PINAL
 DV0316  USGS QUAD   -  ENID (1978)
 DV0316
 DV0316                         *CURRENT SURVEY CONTROL
 DV0316  ___________________________________________________________________
 DV0316* NAD 83(1992)-  33 04 51.21616(N)    112 12 05.31334(W)     ADJUSTED  
 DV0316* NAVD 88     -       466.92   (+/-2cm)    1531.9    (feet)  VERTCON   
 DV0316  ___________________________________________________________________
 DV0316  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DV0316  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0316
 DV0316  HORZ ORDER  -  SECOND
 DV0316  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0316
 DV0316.The horizontal coordinates were established by classical geodetic methods
 DV0316.and adjusted by the National Geodetic Survey in August 1993..
 DV0316
 DV0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0316.The vertical order pertains to the NGVD 29 superseded value.
 DV0316
 DV0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0316
 DV0316.The geoid height was determined by GEOID03.
 DV0316
 DV0316;                    North         East     Units Scale Factor Converg.
 DV0316;SPC AZ C     -   230,758.211   186,770.589   MT  0.99990871   -0 09 19.6
 DV0316;SPC AZ C     -   757,080.74    612,764.40   iFT  0.99990871   -0 09 19.6
 DV0316;UTM  12      - 3,660,896.656   387,862.309   MT  0.99975504   -0 39 21.1
 DV0316
 DV0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0316!SPC AZ C     -   0.99993148  x   0.99990871  =   0.99984019
 DV0316!UTM  12      -   0.99993148  x   0.99975504  =   0.99968653
 DV0316
 DV0316|---------------------------------------------------------------------|
 DV0316| PID    Reference Object                     Distance      Geod. Az  |
 DV0316|                                                           dddmmss.s |
 DV0316| DV0315 ENID RM 2                            10.128 METERS 00112     |
 DV0316| DV0314 ENID RM 1                            11.918 METERS 10628     |
 DV0316| CH5129 BM                                                 1660433.5 |
 DV0316|---------------------------------------------------------------------|
 DV0316
 DV0316                          SUPERSEDED SURVEY CONTROL
 DV0316
 DV0316  NAD 83(1986)-  33 04 51.20779(N)    112 12 05.31663(W) AD(       ) 2
 DV0316  NAD 27      -  33 04 51.03320(N)    112 12 02.78954(W) AD(       ) 2
 DV0316  NGVD 29 (??/??/92)  466.320  (m)         1529.92   (f) ADJ UNCH    1 2
 DV0316
 DV0316.Superseded values are not recommended for survey control.
 DV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0316.See file dsdata.txt to determine how the superseded data were derived.
 DV0316
 DV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8786260897(NAD 83)
 DV0316_MARKER: DS = TRIANGULATION STATION DISK
 DV0316_SETTING: 66 = SET IN ROCK OUTCROP
 DV0316_SP_SET: ROCK OUTCROP
 DV0316_STAMPING: ENID 1936
 DV0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0316+STABILITY: POSITION/ELEVATION WELL
 DV0316
 DV0316  HISTORY     - Date     Condition        Report By
 DV0316  HISTORY     - 1936     MONUMENTED       CGS
 DV0316  HISTORY     - 1967     GOOD             CGS
 DV0316  HISTORY     - 1967     GOOD             NGS
 DV0316  HISTORY     - 1968     GOOD             AMS
 DV0316  HISTORY     - 1972     GOOD             AZHD
 DV0316  HISTORY     - 1980     GOOD             NGS
 DV0316  HISTORY     - 1980     GOOD             NGS
 DV0316
 DV0316                          STATION DESCRIPTION
 DV0316
 DV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV0316'ON A LONE LOW HILL LYING ABOUT ONE-HALF MILE NORTH OF THE
 DV0316'MAINTENANCE STATION OF ENID ON THE SOUTHERN PACIFIC RAILROAD,
 DV0316'AND ABOUT 10 MILES WEST-NORTHWEST OF THE SMALL VILLAGE OF
 DV0316'MARICOPA, ALSO ON THE RAILROAD.  MARKED BY A STANDARD BRONZE
 DV0316'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DV0316'BRONZE REFERENCE DISK IS 11.975 METERS (39.29 FEET)
 DV0316'FROM STATION S 73 DEG 40 MIN E.  REFERENCE MARK NO. 2,
 DV0316'A STANDARD BRONZE REFERENCE DISK IS 10.128 METERS
 DV0316'(33.23 FEET) FROM STATION N 01 DEG 04 MIN E.  THE
 DV0316'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, ON
 DV0316'THE WEST SIDE OF THE RAILROAD STATION AT ENID, 10 YARDS
 DV0316'NORTH OF A PAIR OF BLOCK SIGNALS, AND 6 FEET WEST OF A
 DV0316'BOARD FENCE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 DV0316'SURVEY DISK SET IN THE TOP OF AN IRON PIPE PROJECTING
 DV0316'ABOUT 12 INCHES ABOVE THE GROUND AND IS ABOUT 0.6 MILE
 DV0316'FROM STATION S 13 DEG 56 MIN E.
 DV0316
 DV0316                          STATION RECOVERY (1967)
 DV0316
 DV0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV0316'THE STATION MARK, STAMPED ENID 1936, IS ABOUT 4.15 MILES
 DV0316'EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DV0316'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG
 DV0316'A TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE
 DV0316'HIGHEST HILL IN THE VICINITY, IN S 18, T 4 S, R 1 E, 350
 DV0316'EAST OF THE MARICOPA-PINAL COUNTY LINE, AND SET IN THE
 DV0316'TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE GROUND.
 DV0316'
 DV0316'R.M. 1, STAMPED ENID NO 1 1936, IS 40 FEET SOUTHEAST OF THE
 DV0316'STATION MARK, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING
 DV0316'3 INCHES ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET BELOW
 DV0316'THE LEVEL OF THE STATION MARK.
 DV0316'
 DV0316'R.M. 2, STAMPED ENID NO 2 1936, IS 34 FEET NORTH OF THE
 DV0316'STATION MARK, 350 FEET EAST OF THE MARICOPA-PINAL COUNTY LINE,
 DV0316'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET ABOVE
 DV0316'THE LEVEL OF THE GROUND AND THE EAST SIDE, AND ABOUT 3 FEET
 DV0316'BELOW THE LEVEL OF THE STATION MARK.
 DV0316
 DV0316                          STATION RECOVERY (1967)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0316'4.95 MI E FROM MOBILE.
 DV0316'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0316'NELSON ELEMENTERY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0316'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0316'THE VICINITY IN S 18, T 4 S, R 1 E, 350 FEET EAST OF THE
 DV0316'MARICOPA-PINAL COUNTY LINE, SET IN THE TOP OF A ROCK OUTCROP ABOUT
 DV0316'LEVEL WITH THE GROUND, 40 FEET NORTHWEST OF ENID R.M. 1, 34 FEET SOUTH
 DV0316'OF ENID R.M. 2.
 DV0316
 DV0316                          STATION RECOVERY (1968)
 DV0316
 DV0316'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DV0316'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DV0316'DESCRIPTION ADEQUATE.
 DV0316
 DV0316                          STATION RECOVERY (1972)
 DV0316
 DV0316'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV0316'GENERAL LOCATION-PHOENIX TO CASA GRANDE.
 DV0316'
 DV0316'TO REACH-AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV0316'
 DV0316'STATION MARK-STD USC AND GS B.C.
 DV0316'
 DV0316'REFERENCE MARKS-GOOD
 DV0316
 DV0316                          STATION RECOVERY (1980)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0316'RECOVERED IN GOOD CONDITION.
 DV0316
 DV0316                          STATION RECOVERY (1980)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0314 ***********************************************************************
 DV0314  HT_MOD      -  This is a Height Modernization Survey Station.
 DV0314  DESIGNATION -  ENID RM 1
 DV0314  PID         -  DV0314
 DV0314  STATE/COUNTY-  AZ/PINAL
 DV0314  USGS QUAD   -  ENID (1978)
 DV0314
 DV0314                         *CURRENT SURVEY CONTROL
 DV0314  ___________________________________________________________________
 DV0314* NAD 83(1992)-  33 04 51.10652(N)    112 12 04.87265(W)     ADJUSTED  
 DV0314* NAVD 88     -       465.85   (meters)    1528.4    (feet)  GPS OBS   
 DV0314  ___________________________________________________________________
 DV0314  X           -  -2,021,546.316 (meters)                     COMP
 DV0314  Y           -  -4,953,313.543 (meters)                     COMP
 DV0314  Z           -   3,461,714.166 (meters)                     COMP
 DV0314  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DV0314  ELLIP HEIGHT-         435.45  (meters)          (01/27/00) GPS OBS
 DV0314  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0314
 DV0314  HORZ ORDER  -  A
 DV0314  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0314  ELLP ORDER  -  FIRST     CLASS I
 DV0314
 DV0314.The horizontal coordinates were established by GPS observations
 DV0314.and adjusted by the National Geodetic Survey in January 2000..
 DV0314
 DV0314.The orthometric height was determined by GPS observations and a
 DV0314.high-resolution geoid model using precise GPS observation and
 DV0314.processing techniques.
 DV0314.The vertical order pertains to the NGVD 29 superseded value.
 DV0314
 DV0314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0314
 DV0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0314
 DV0314.The ellipsoidal height was determined by GPS observations
 DV0314.and is referenced to NAD 83.
 DV0314
 DV0314.The geoid height was determined by GEOID03.
 DV0314
 DV0314;                    North         East     Units Scale Factor Converg.
 DV0314;SPC AZ C     -   230,754.803   186,782.008   MT  0.99990871   -0 09 19.4
 DV0314;SPC AZ C     -   757,069.56    612,801.86   iFT  0.99990871   -0 09 19.4
 DV0314;UTM  12      - 3,660,893.149   387,873.697   MT  0.99975501   -0 39 20.9
 DV0314
 DV0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0314!SPC AZ C     -   0.99993164  x   0.99990871  =   0.99984036
 DV0314!UTM  12      -   0.99993164  x   0.99975501  =   0.99968667
 DV0314
 DV0314                          SUPERSEDED SURVEY CONTROL
 DV0314
 DV0314  NGVD 29 (??/??/92)  465.254  (m)         1526.42   (f) ADJ UNCH    1 2
 DV0314
 DV0314.Superseded values are not recommended for survey control.
 DV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0314.See file dsdata.txt to determine how the superseded data were derived.
 DV0314
 DV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8787460893(NAD 83)
 DV0314_MARKER: DR = REFERENCE MARK DISK
 DV0314_SETTING: 66 = SET IN ROCK OUTCROP
 DV0314_SP_SET: ROCK OUTCROP
 DV0314_STAMPING: ENID NO 1 1936
 DV0314_MARK LOGO: CGS   
 DV0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0314+STABILITY: POSITION/ELEVATION WELL
 DV0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0314+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DV0314
 DV0314  HISTORY     - Date     Condition        Report By
 DV0314  HISTORY     - 1936     MONUMENTED       CGS
 DV0314  HISTORY     - 1967     GOOD             NGS
 DV0314  HISTORY     - 1980     GOOD             NGS
 DV0314  HISTORY     - 1980     GOOD             NGS
 DV0314  HISTORY     - 19981027 POOR             AZ-013
 DV0314  HISTORY     - 20000427 GOOD             MCDOT
 DV0314  HISTORY     - 20050329 GOOD             EVANS
 DV0314
 DV0314                          STATION DESCRIPTION
 DV0314
 DV0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0314'4.95 MI E FROM MOBILE.
 DV0314'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0314'NELSON ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0314'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0314'THE VICINITY, IN S 18, T 4 S, R 1 E, 40 FEET SOUTHEAST OF ENID 1936,
 DV0314'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3 INCHES ABOVE THE
 DV0314'LEVEL OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATION
 DV0314'MARK.
 DV0314
 DV0314                          STATION RECOVERY (1980)
 DV0314
 DV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0314'RECOVERED IN GOOD CONDITION.
 DV0314
 DV0314                          STATION RECOVERY (1980)
 DV0314
 DV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0314'RECOVERED IN GOOD CONDITION.
 DV0314
 DV0314                          STATION RECOVERY (1998)
 DV0314
 DV0314'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV0314'RECOVERED AS DESCRIBED.
 DV0314
 DV0314                          STATION RECOVERY (2000)
 DV0314
 DV0314'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0314'RECOVERED AS DESCRIBED.
 DV0314
 DV0314                          STATION RECOVERY (2005)
 DV0314
 DV0314'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0314'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0315 ***********************************************************************
 DV0315  DESIGNATION -  ENID RM 2
 DV0315  PID         -  DV0315
 DV0315  STATE/COUNTY-  AZ/PINAL
 DV0315  USGS QUAD   -  ENID (1978)
 DV0315
 DV0315                         *CURRENT SURVEY CONTROL
 DV0315  ___________________________________________________________________
 DV0315* NAD 83(1986)-  33 04 51.     (N)    112 12 05.     (W)     SCALED    
 DV0315* NAVD 88     -       465.81   (+/-2cm)    1528.2    (feet)  VERTCON   
 DV0315  ___________________________________________________________________
 DV0315  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0315
 DV0315  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0315
 DV0315.The horizontal coordinates were scaled from a topographic map and have
 DV0315.an estimated accuracy of +/- 6 seconds.
 DV0315
 DV0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0315.The vertical order pertains to the NGVD 29 superseded value.
 DV0315
 DV0315.The geoid height was determined by GEOID03.
 DV0315
 DV0315;                    North         East    Units  Estimated Accuracy
 DV0315;SPC AZ C     -   230,750.      186,780.      MT  (+/- 180 meters Scaled)
 DV0315
 DV0315                          SUPERSEDED SURVEY CONTROL
 DV0315
 DV0315  NGVD 29 (??/??/92)  465.218  (m)         1526.30   (f) ADJ UNCH    1 2
 DV0315
 DV0315.Superseded values are not recommended for survey control.
 DV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0315.See file dsdata.txt to determine how the superseded data were derived.
 DV0315
 DV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB878608(NAD 83)
 DV0315_MARKER: DR = REFERENCE MARK DISK
 DV0315_SETTING: 66 = SET IN ROCK OUTCROP
 DV0315_SP_SET: ROCK OUTCROP
 DV0315_STAMPING: ENID NO 2 1936
 DV0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0315+STABILITY: POSITION/ELEVATION WELL
 DV0315
 DV0315  HISTORY     - Date     Condition        Report By
 DV0315  HISTORY     - 1936     MONUMENTED       CGS
 DV0315  HISTORY     - 1967     GOOD             NGS
 DV0315  HISTORY     - 1980     GOOD             NGS
 DV0315  HISTORY     - 1980     GOOD             NGS
 DV0315
 DV0315                          STATION DESCRIPTION
 DV0315
 DV0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0315'4.95 MI E FROM MOBILE.
 DV0315'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0315'NELSON ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0315'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0315'THE VICINITY, IN S 18, T 4 S, R 1 E, 350 FEET EAST OF THE
 DV0315'MARICOPA-PINAL COUNTY LINE, 34 FEET NORTH OF ENID 1936, SET IN THE TOP
 DV0315'OF A ROCK OUTCROP WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND
 DV0315'ON THE EAST SIDE, ABOUT 3 FEET BELOW THE LEVEL OF THE STATION MARK.
 DV0315
 DV0315                          STATION RECOVERY (1980)
 DV0315
 DV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0315'RECOVERED IN GOOD CONDITION.
 DV0315
 DV0315                          STATION RECOVERY (1980)
 DV0315
 DV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2240 ***********************************************************************
 DU2240  DESIGNATION -  ENIL
 DU2240  PID         -  DU2240
 DU2240  STATE/COUNTY-  AZ/MARICOPA
 DU2240  USGS QUAD   -  GUADALUPE (1982)
 DU2240
 DU2240                         *CURRENT SURVEY CONTROL
 DU2240  ___________________________________________________________________
 DU2240* NAD 83(1992)-  33 21 53.16177(N)    111 53 37.16954(W)     ADJUSTED  
 DU2240* NAVD 88     -       364.3    (meters)    1195.     (feet)  VERTCON   
 DU2240  ___________________________________________________________________
 DU2240  X           -  -1,988,451.754 (meters)                     COMP
 DU2240  Y           -  -4,948,011.581 (meters)                     COMP
 DU2240  Z           -   3,488,001.138 (meters)                     COMP
 DU2240  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DU2240  ELLIP HEIGHT-         334.63  (meters)          (06/11/02) GPS OBS
 DU2240  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2240
 DU2240  HORZ ORDER  -  FIRST
 DU2240  ELLP ORDER  -  FOURTH    CLASS II
 DU2240
 DU2240.The horizontal coordinates were established by GPS observations
 DU2240.and adjusted by the National Geodetic Survey in August 1993..
 DU2240
 DU2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2240
 DU2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2240
 DU2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2240
 DU2240.The ellipsoidal height was determined by GPS observations
 DU2240.and is referenced to NAD 83.
 DU2240
 DU2240.The geoid height was determined by GEOID03.
 DU2240
 DU2240;                    North         East     Units Scale Factor Converg.
 DU2240;SPC AZ C     -   262,203.223   215,501.109   MT  0.99990006   +0 00 45.6
 DU2240;SPC AZ C     -   860,246.79    707,024.64   iFT  0.99990006   +0 00 45.6
 DU2240;UTM  12      - 3,692,082.847   416,862.040   MT  0.99968522   -0 29 29.4
 DU2240
 DU2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2240!SPC AZ C     -   0.99994747  x   0.99990006  =   0.99984753
 DU2240!UTM  12      -   0.99994747  x   0.99968522  =   0.99963270
 DU2240
 DU2240                          SUPERSEDED SURVEY CONTROL
 DU2240
 DU2240  ELLIP H (08/23/93)  334.70   (m)                       GP(       ) 4 2
 DU2240  NAD 83(1986)-  33 21 53.15492(N)    111 53 37.17430(W) AD(       ) 1
 DU2240  NGVD 29 (09/11/89)  363.7    (m)         1193.     (f) GPS OBS        
 DU2240
 DU2240.Superseded values are not recommended for survey control.
 DU2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2240.See file dsdata.txt to determine how the superseded data were derived.
 DU2240
 DU2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1686292083(NAD 83)
 DU2240_MARKER: DD = SURVEY DISK
 DU2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2240+STABILITY: SURFACE MOTION
 DU2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2240+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2240
 DU2240  HISTORY     - Date     Condition        Report By
 DU2240  HISTORY     - 1986     MONUMENTED       AZDT
 DU2240  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU2240
 DU2240                          STATION DESCRIPTION
 DU2240
 DU2240'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2240'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF GUADALUPE,
 DU2240'ARIZONA.
 DU2240'
 DU2240'TO REACH THE STATION FROM THE INTERSECTION OF GUADALUPE ROAD AND
 DU2240'PRICE ROAD, GO EAST ON GUADALUPE ROAD FOR 91 METERS (300 FT) AND
 DU2240'TURN LEFT ALONG THE EAST SIDE OF THE TEMPE CANAL FOR 122 METERS
 DU2240'(400 FT) TO THE STATION ON THE RIGHT.
 DU2240'
 DU2240'THE STATION IS A STANDARD AGS DISK
 DU2240'STAMPED---ENIL 1986---,
 DU2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2240'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2240'1.43 METERS (4.7 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2240'0.79 METERS (2.6 FT) WEST FROM A SRP RIGHT-OF-WAY ANGLE IRON,
 DU2240'8.14 METERS (26.7 FT) EAST FROM THE CENTERLINE OF THE CANAL ROAD,
 DU2240'10.61 METERS (34.8 FT) EAST FROM THE EDGE OF THE CANAL.
 DU2240'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2240'STAMPED---ENIL 1986---,
 DU2240'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2240
 DU2240                          STATION RECOVERY (2006)
 DU2240
 DU2240'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2240'THE AREA HAS CHANGED A LOT SINCE THE COMPLETION OF ROUTE 101. THE
 DU2240'CANAL, WITNESS POST, AND OTHER MARKS WERE NOT FOUND. THE ADJUSTED
 DU2240'COORDINATES POINT TO A LANDSCAPED AREA OF THE ROUTE 101 CORRIDOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2031 ***********************************************************************
 DV2031  DESIGNATION -  ENNIS
 DV2031  PID         -  DV2031
 DV2031  STATE/COUNTY-  AZ/MARICOPA
 DV2031  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV2031
 DV2031                         *CURRENT SURVEY CONTROL
 DV2031  ___________________________________________________________________
 DV2031* NAD 83(1992)-  33 38 04.91773(N)    112 17 24.05876(W)     ADJUSTED  
 DV2031* NAVD 88     -       362.3    (meters)    1189.     (feet)  VERTCON   
 DV2031  ___________________________________________________________________
 DV2031  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DV2031  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2031
 DV2031  HORZ ORDER  -  SECOND
 DV2031
 DV2031.The horizontal coordinates were established by classical geodetic methods
 DV2031.and adjusted by the National Geodetic Survey in August 1993..
 DV2031
 DV2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2031
 DV2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2031
 DV2031.The geoid height was determined by GEOID03.
 DV2031
 DV2031;                    North         East     Units Scale Factor Converg.
 DV2031;SPC AZ C     -   292,201.592   178,724.597   MT  0.99991478   -0 12 24.5
 DV2031;SPC AZ C     -   958,666.64    586,366.79   iFT  0.99991478   -0 12 24.5
 DV2031;UTM  12      - 3,722,399.471   380,358.327   MT  0.99977647   -0 42 52.6
 DV2031
 DV2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2031!SPC AZ C     -   0.99994784  x   0.99991478  =   0.99986263
 DV2031!UTM  12      -   0.99994784  x   0.99977647  =   0.99972432
 DV2031
 DV2031|---------------------------------------------------------------------|
 DV2031| PID    Reference Object                     Distance      Geod. Az  |
 DV2031|                                                           dddmmss.s |
 DV2031| CH5131 ENNIS RM 1                           18.002 METERS 00521     |
 DV2031| CH5130 ENNIS AZ MK                                        1344151.9 |
 DV2031| CH5132 ENNIS RM 2                           10.805 METERS 26849     |
 DV2031|---------------------------------------------------------------------|
 DV2031
 DV2031                          SUPERSEDED SURVEY CONTROL
 DV2031
 DV2031  NAD 83(1986)-  33 38 04.91188(N)    112 17 24.06512(W) AD(       ) 2
 DV2031  NAD 27      -  33 38 04.77400(N)    112 17 21.49700(W) AD(       ) 2
 DV2031  NGVD 29 (07/19/86)  361.7    (m)         1187.     (f) VERT ANG       
 DV2031
 DV2031.Superseded values are not recommended for survey control.
 DV2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2031.See file dsdata.txt to determine how the superseded data were derived.
 DV2031
 DV2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8035822399(NAD 83)
 DV2031_MARKER: DS = TRIANGULATION STATION DISK
 DV2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2031+STABILITY: SURFACE MOTION
 DV2031
 DV2031  HISTORY     - Date     Condition        Report By
 DV2031  HISTORY     - 1947     MONUMENTED       CGS
 DV2031  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV2031  HISTORY     - 1986     MARK NOT FOUND   AZDT
 DV2031
 DV2031                          STATION DESCRIPTION
 DV2031
 DV2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2031'THE STATION IS LOCATED IN A RANCH YARD, FRONTING A TENANT
 DV2031'RESIDENCE ALONG THE NEW RIVER ROAD ABOUT 2 MILES NORTH FROM
 DV2031'ITS JUNCTION WITH U.S. HIGHWAY 60 AND 70, ABOUT 2.5 MILES NORTHEAST
 DV2031'FROM ENNIS RAILROAD SIDING.  ABOUT 2 MILES NORTH FROM MARINETTE.
 DV2031'78 FEET SOUTHWEST OF INTERSECTION OF DRIVEWAY AND PLEASANT
 DV2031'LAKE ROAD.  6 FEET NORTH OF AN EAST-WEST FENCE LINE.  5 FEET
 DV2031'NORTH OF A 4 X 4 WHITE WITNESS POST.  SET FLUSH AND IS
 DV2031'STAMPED--ENNIS 1947.
 DV2031'
 DV2031'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DV2031'STATION, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE, FLUSH AND
 DV2031'IS STAMPED--ENNIS NO 1 1947.
 DV2031'
 DV2031'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2031'THE STATION, 4 FEET NORTH-NORTHEAST OF A FENCE CORNER, PROJECTS
 DV2031'3 INCHES AND IS STAMPED--ENNIS NO 2 1947.
 DV2031'
 DV2031'THE AZIMUTH MARK IS 14 FEET WEST OF THE WEST SIDE OF PUMP
 DV2031'HOUSE, ABOUT 20 FEET NORTH OF CENTER LINE OF ROAD, SET IN
 DV2031'A 12 X 5 X 2 FOOT CONCRETE BLOCK AND IS STAMPED ENNIS 1947.
 DV2031'
 DV2031'TO REACH FROM THE POST OFFICE AT MARRINETTE.  GO NORTHWEST ON
 DV2031'U.S. HIGHWAY FOR 0.4 MILE TO A ROAD RIGHT AND SIGN LAKE PLEASANT
 DV2031'20.  TURN RIGHT (N) ON LAKE PLEASANT ROAD, (PREVIOUSLY MENTIONED
 DV2031'AS NEW RIVER ROAD) FOR 2.3 MILES TO A FRAME HOUSE ON LEFT AND
 DV2031'STATION SITE AS DESCRIBED ABOVE.
 DV2031'
 DV2031'TO REACH THE AZIMUTH FROM STATION.  GO SOUTH ON MAIN ROAD FOR
 DV2031'0.35 MILE TO A ROAD LEFT.  TURN LEFT (E) AND GO 0.3 MILE TO
 DV2031'AZIMUTH MARK AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV2031
 DV2031                          STATION RECOVERY (1970)
 DV2031
 DV2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2031'A THOROUGH SEARCH WAS MADE WITHOUT SUCCESS.  ALL MARKS APPEAR
 DV2031'TO HAVE BEEN DESTROYED.
 DV2031'
 DV2031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DV2031
 DV2031                          STATION RECOVERY (1986)
 DV2031
 DV2031'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2031'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT WAS PROBABLY
 DV2031'DESTROYED DURING THE DEVELOPMENT OF SUN CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0878 ***********************************************************************
 ET0878  DESIGNATION -  ENTRO
 ET0878  PID         -  ET0878
 ET0878  STATE/COUNTY-  AZ/YAVAPAI
 ET0878  USGS QUAD   -  PRESCOTT (1973)
 ET0878
 ET0878                         *CURRENT SURVEY CONTROL
 ET0878  ___________________________________________________________________
 ET0878* NAD 83(1992)-  34 37 28.99690(N)    112 24 05.60270(W)     ADJUSTED  
 ET0878* NAVD 88     -      1575.7    (meters)    5170.     (feet)  VERTCON   
 ET0878  ___________________________________________________________________
 ET0878  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 ET0878  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0878
 ET0878  HORZ ORDER  -  SECOND
 ET0878
 ET0878.The horizontal coordinates were established by classical geodetic methods
 ET0878.and adjusted by the National Geodetic Survey in August 1993..
 ET0878
 ET0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0878
 ET0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0878
 ET0878.The geoid height was determined by GEOID03.
 ET0878
 ET0878;                    North         East     Units Scale Factor Converg.
 ET0878;SPC AZ C     -   402,052.940   168,898.427   MT  0.99992436   -0 16 31.9
 ET0878;SPC AZ C     - 1,319,071.33    554,128.70   iFT  0.99992436   -0 16 31.9
 ET0878;UTM  12      - 3,832,320.365   371,519.928   MT  0.99980346   -0 47 47.3
 ET0878
 ET0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0878!SPC AZ C     -   0.99975684  x   0.99992436  =   0.99968122
 ET0878!UTM  12      -   0.99975684  x   0.99980346  =   0.99956035
 ET0878
 ET0878|---------------------------------------------------------------------|
 ET0878| PID    Reference Object                     Distance      Geod. Az  |
 ET0878|                                                           dddmmss.s |
 ET0878| CH2248 ENTRO RM 1                           10.032 METERS 17013     |
 ET0878| CH2249 ENTRO RM 2                            9.930 METERS 27116     |
 ET0878| ET0889 PRESCOTT AIRPORT AIRWAY BCN         APPROX. 3.8 KM 3175615.8 |
 ET0878|---------------------------------------------------------------------|
 ET0878
 ET0878                          SUPERSEDED SURVEY CONTROL
 ET0878
 ET0878  NAD 83(1986)-  34 37 28.99444(N)    112 24 05.60063(W) AD(       ) 2
 ET0878  NAD 27      -  34 37 28.90533(N)    112 24 02.99866(W) AD(       ) 2
 ET0878  NGVD 29 (07/19/86) 1574.8    (m)         5167.     (f) VERT ANG       
 ET0878
 ET0878.Superseded values are not recommended for survey control.
 ET0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0878.See file dsdata.txt to determine how the superseded data were derived.
 ET0878
 ET0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7152032320(NAD 83)
 ET0878_MARKER: DD = SURVEY DISK
 ET0878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0878+WITH SETTING: INFORMATION.
 ET0878_SP_SET: PREFABRICATED CONCRETE POST
 ET0878
 ET0878  HISTORY     - Date     Condition        Report By
 ET0878  HISTORY     - 1969     MONUMENTED       USGS
 ET0878
 ET0878                          STATION DESCRIPTION
 ET0878
 ET0878'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0878'LOCATED ABOUT 6.4 MI. (AIRLINE) NE. OF PRESCOTT.  2.2 MI. SSE. OF
 ET0878'PRESCOTT AIRPORT.  1.1 MI. N. OF ENTRO.  ON THE N. SIDE OF U.S.
 ET0878'HIGHWAY 89 A.  ON TOP OF A BARE RIDGE.
 ET0878'
 ET0878'TO REACH FROM THE COURTHOUSE IN PRESCOTT, GO N. ON U.S. 89 FOR 6.0
 ET0878'MI. TO JUNCTION WITH U.S. 89 A.  TURN RIGHT ON U.S. 89 A FOR 0.6
 ET0878'MI. TO WIRE GATE ON LEFT (ABOUT 100 YDS. BEYOND RR. OVERPASS).
 ET0878'PASS THROUGH WIRE GATE AND GO RIGHT ON DIM TRACK RD. FOR 1.1 MI. TO
 ET0878'HIGH POINT OF RIDGE AND STATION MARK.
 ET0878'
 ET0878'STATION MARK--A STANDARD TABLET STAMPED ENTRO ET 1969 ON COPPERWELD
 ET0878'ROD DRIVEN TO REFUSAL WITH CONCRETE COLLAR.
 ET0878'
 ET0878'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1969 ON
 ET0878'COPPERWELD ROD DRIVEN TO REFUSAL WITH CONCRETE COLLAR 0.4 FT. BELOW
 ET0878'STATION MARK.
 ET0878'
 ET0878'AZIMUTH MARK IS AIRPORT BEACON AT THE PRESCOTT AIRPORT ABOUT 3.75
 ET0878'MI. (AIRLINE) FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0521 ***********************************************************************
 GP0521  DESIGNATION -  ENVELOPE
 GP0521  PID         -  GP0521
 GP0521  STATE/COUNTY-  AZ/COCONINO
 GP0521  USGS QUAD   -  LECHE-E ROCK (1985)
 GP0521
 GP0521                         *CURRENT SURVEY CONTROL
 GP0521  ___________________________________________________________________
 GP0521* NAD 83(1992)-  36 45 26.01995(N)    111 16 31.64971(W)     ADJUSTED  
 GP0521* NAVD 88     -      1740.3    (meters)    5710.     (feet)  VERTCON   
 GP0521  ___________________________________________________________________
 GP0521  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GP0521  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0521
 GP0521  HORZ ORDER  -  THIRD
 GP0521
 GP0521.The horizontal coordinates were established by classical geodetic methods
 GP0521.and adjusted by the National Geodetic Survey in August 1993..
 GP0521
 GP0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0521
 GP0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0521
 GP0521.The geoid height was determined by GEOID03.
 GP0521
 GP0521;                    North         East     Units Scale Factor Converg.
 GP0521;SPC AZ C     -   638,722.764   270,610.592   MT  0.99994037   +0 23 01.4
 GP0521;SPC AZ C     - 2,095,547.13    887,830.03   iFT  0.99994037   +0 23 01.4
 GP0521;UTM  12      - 4,067,976.777   475,413.080   MT  0.99960745   -0 09 53.4
 GP0521
 GP0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0521!SPC AZ C     -   0.99973055  x   0.99994037  =   0.99967094
 GP0521!UTM  12      -   0.99973055  x   0.99960745  =   0.99933811
 GP0521
 GP0521:                Primary Azimuth Mark                     Grid Az
 GP0521:SPC AZ C     -  KEAM 2                                   279 16 19.1
 GP0521:UTM  12      -  KEAM 2                                   279 49 13.9
 GP0521
 GP0521|---------------------------------------------------------------------|
 GP0521| PID    Reference Object                     Distance      Geod. Az  |
 GP0521|                                                           dddmmss.s |
 GP0521| GP0568 KEAM 2                              APPROX.14.2 KM 2793920.5 |
 GP0521|---------------------------------------------------------------------|
 GP0521
 GP0521                          SUPERSEDED SURVEY CONTROL
 GP0521
 GP0521  NAD 83(1986)-  36 45 26.01511(N)    111 16 31.65133(W) AD(       ) 3
 GP0521  NGVD 29 (05/08/89) 1739.3    (m)         5706.     (f) VERT ANG       
 GP0521
 GP0521.Superseded values are not recommended for survey control.
 GP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0521.See file dsdata.txt to determine how the superseded data were derived.
 GP0521
 GP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7541367977(NAD 83)
 GP0521_MARKER: DD = SURVEY DISK
 GP0521_SETTING: 80 = SET IN A BOULDER
 GP0521_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0521+STABILITY: SURFACE MOTION
 GP0521
 GP0521  HISTORY     - Date     Condition        Report By
 GP0521  HISTORY     - 1954     MONUMENTED       USGS
 GP0521
 GP0521                          STATION DESCRIPTION
 GP0521
 GP0521'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0521'LOCATED ABOUT 30 MI SW. OF NAVAJO MTN., UTAH, 19 MI E. OF NAVAJO
 GP0521'BRIDGE.  ON NORTHWEST PROJECTION OF SPARSELY-TIMBERED MESA ON
 GP0521'DIVIDE BETWEEN TOBITO WASH AND KAIBITO CREEK, 15 FT. N. OF WHITE
 GP0521'SCARP AND ABOUT 15 FT. E. OF SCARP TO W.  THERE IS SMALL
 GP0521'RESERVOIR ABOUT 1000 FT SE. OF STATION AND LARGE RESERVOIR BEHIND
 GP0521'EARTH DAM ON TOBITO WASH 3 MI W. OF STATION.
 GP0521'
 GP0521'REACHED BY HELICOPTER.  THERE IS TRACK RD. TO HOGAN AND RESERVOIR
 GP0521'ABOUT 1000 FT SE. OF STATION
 GP0521'
 GP0521'STATION MARK--STANDARD TABLET STAMPED---ENVELOPE 1954---, CEMENTED
 GP0521'IN DRILL HOLE IN EMBEDDED BOULDER.
 GP0521'
 GP0521'RMS--NONE SET.
 GP0521'
 GP0521'NOTE--FORM 9-1165, NOT FOUND, 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2197 ***********************************************************************
 DV2197  DESIGNATION -  ERDL
 DV2197  PID         -  DV2197
 DV2197  STATE/COUNTY-  AZ/MARICOPA
 DV2197  USGS QUAD   -  WAGNER WASH WELL (1988)
 DV2197
 DV2197                         *CURRENT SURVEY CONTROL
 DV2197  ___________________________________________________________________
 DV2197* NAD 83(1992)-  33 32 51.56594(N)    112 40 39.08956(W)     ADJUSTED  
 DV2197* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 DV2197  ___________________________________________________________________
 DV2197  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 DV2197  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2197
 DV2197  HORZ ORDER  -  FIRST
 DV2197
 DV2197.The horizontal coordinates were established by classical geodetic methods
 DV2197.and adjusted by the National Geodetic Survey in August 1993..
 DV2197
 DV2197.The orthometric height was scaled from a topographic map.
 DV2197
 DV2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2197
 DV2197.The geoid height was determined by GEOID03.
 DV2197
 DV2197;                    North         East     Units Scale Factor Converg.
 DV2197;SPC AZ C     -   282,745.037   142,704.137   MT  0.99996153   -0 25 13.8
 DV2197;SPC AZ C     -   927,641.20    468,189.43   iFT  0.99996153   -0 25 13.8
 DV2197;UTM  12      - 3,713,263.116   344,259.180   MT  0.99989903   -0 55 38.1
 DV2197
 DV2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2197!SPC AZ C     -   0.99993873  x   0.99996153  =   0.99990027
 DV2197!UTM  12      -   0.99993873  x   0.99989903  =   0.99983777
 DV2197
 DV2197:                Primary Azimuth Mark                     Grid Az
 DV2197:SPC AZ C     -  POLE 842                                 033 03 55.8
 DV2197:UTM  12      -  POLE 842                                 033 34 20.1
 DV2197
 DV2197|---------------------------------------------------------------------|
 DV2197| PID    Reference Object                     Distance      Geod. Az  |
 DV2197|                                                           dddmmss.s |
 DV2197| DV2198 POLE 842                            APPROX. 1.0 KM 0323842.0 |
 DV2197| CH5133 ERDL RM 1                            11.885 METERS 04416     |
 DV2197| CH5134 ERDL RM 2                            11.075 METERS 14546     |
 DV2197|---------------------------------------------------------------------|
 DV2197
 DV2197                          SUPERSEDED SURVEY CONTROL
 DV2197
 DV2197  NAD 83(1986)-  33 32 51.56027(N)    112 40 39.09486(W) AD(       ) 1
 DV2197  NAD 27      -  33 32 51.42200(N)    112 40 36.47500(W) AD(       ) 1
 DV2197
 DV2197.Superseded values are not recommended for survey control.
 DV2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2197.See file dsdata.txt to determine how the superseded data were derived.
 DV2197
 DV2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4425913263(NAD 83)
 DV2197_MARKER: DS = TRIANGULATION STATION DISK
 DV2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2197+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 DV2197
 DV2197  HISTORY     - Date     Condition        Report By
 DV2197  HISTORY     - 1956     MONUMENTED       CGS
 DV2197  HISTORY     - 20000622 GOOD             AZDT
 DV2197
 DV2197                          STATION DESCRIPTION
 DV2197
 DV2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2197'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF
 DV2197'LITCHFIELD, 16 MILES EAST-NORTHEAST OF TONOPAH AND ABOUT 14
 DV2197'MILES NORTH OF BUCKEYE.  IT IS ABOUT 1/2 MILE EAST OF A POWER
 DV2197'TRANSMISSION LINE AND 127 FEET EAST OF A DIRT ROAD.  IT IS
 DV2197'STAMPED ERDL 1956 AND SET FLUSH.
 DV2197'
 DV2197'REFERENCE MARK NO. 1 IS 165 FEET EAST OF THE CENTER OF A DIRT
 DV2197'ROAD ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 DV2197'ERDL NO 1 1956 AND PROJECTS 2 INCHES.
 DV2197'
 DV2197'REFERENCE MARK NO. 2 IS 135 FEET EAST OF THE CENTER OF A DIRT
 DV2197'ROAD.  IT IS STAMPED ERDL NO 2 1956 AND PROJECTS 2 INCHES.
 DV2197'
 DV2197'TRIANGULATION STATION POLE 842 1947 WILL SERVE AS A AZIMUTH MARK.
 DV2197'
 DV2197'TO REACH FROM THE CITY AND COUNTY BUILDING IN BUCKEYE, GO WEST
 DV2197'FOR 0.4 MILE TO A CROSS STREET AT THE WEST EDGE OF BUCKEYE,
 DV2197'TURN RIGHT AND GO 0.6 MILES TO A RAILROAD TRACK CONTINUE
 DV2197'AHEAD FOR 1.5 MILES TO A T-ROAD AND THE END OF THE BLACK TOP,
 DV2197'CONTINUE AHEAD FOR 3.1 MILES TO A CROSSROAD AND TRANSFORMER
 DV2197'STATION, TURN LEFT AND GO 0.4 MILES TO A TRACK ROAD RIGHT, TURN
 DV2197'RIGHT AND GO 0.3 MILE TO A POWERLINE AND CROSSROAD, TURN LEFT
 DV2197'ALONG POWERLINE AND GO 0.9 MILE TO A FORK, TAKE RIGHT FORK
 DV2197'AND FOLLOW POWERLINE FOR 7.8 MILES TO A FORK, TAKE RIGHT FORK
 DV2197'LEAVING POWERLINE AND GO 1.2 MILES TO THE STATION ON THE
 DV2197'RIGHT AS DESCRIBED.
 DV2197'
 DV2197'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD
 DV2197'FOR 0.55 MILE TO ANOTHER POWERLINE, TURN RIGHT AND GO SOUTH FOR
 DV2197'0.55 MILE TO TRIANGULATION POLE 842 1947 ON THE RIGHT.
 DV2197
 DV2197                          STATION RECOVERY (2000)
 DV2197
 DV2197'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2197'RECOVERED IN GOOD CONDITION BY LOCAL SURVEYOR, R.J..FISH RLS12317.
 DV2197'BRUSH WILL BE NEED TO BE CLEARED FOR A CLASSICAL OR GROUND BASED
 DV2197'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1921 ***********************************************************************
 AI1921  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1921  DESIGNATION -  ERM
 AI1921  PID         -  AI1921
 AI1921  STATE/COUNTY-  AZ/MARICOPA
 AI1921  USGS QUAD   -  FORT MC DOWELL (1978)
 AI1921
 AI1921                         *CURRENT SURVEY CONTROL
 AI1921  ___________________________________________________________________
 AI1921* NAD 83(1992)-  33 44 58.46854(N)    111 40 25.23698(W)     ADJUSTED  
 AI1921* NAVD 88     -       486.13   (meters)    1594.9    (feet)  GPS OBS   
 AI1921  ___________________________________________________________________
 AI1921  X           -  -1,960,763.759 (meters)                     COMP
 AI1921  Y           -  -4,933,778.528 (meters)                     COMP
 AI1921  Z           -   3,523,638.339 (meters)                     COMP
 AI1921  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AI1921  ELLIP HEIGHT-         457.20  (meters)          (09/30/99) GPS OBS
 AI1921  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AI1921
 AI1921  HORZ ORDER  -  A
 AI1921  ELLP ORDER  -  THIRD     CLASS I
 AI1921
 AI1921.The horizontal coordinates were established by GPS observations
 AI1921.and adjusted by the National Geodetic Survey in September 1999..
 AI1921
 AI1921.The orthometric height was determined by GPS observations and a
 AI1921.high-resolution geoid model using precise GPS observation and
 AI1921.processing techniques.
 AI1921
 AI1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1921
 AI1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1921
 AI1921.The ellipsoidal height was determined by GPS observations
 AI1921.and is referenced to NAD 83.
 AI1921
 AI1921.The geoid height was determined by GEOID03.
 AI1921
 AI1921;                    North         East     Units Scale Factor Converg.
 AI1921;SPC AZ C     -   304,905.931   235,871.989   MT  0.99990625   +0 08 06.0
 AI1921;SPC AZ C     - 1,000,347.54    773,858.23   iFT  0.99990625   +0 08 06.0
 AI1921;UTM  12      - 3,734,593.667   437,604.872   MT  0.99964799   -0 22 27.4
 AI1921
 AI1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1921!SPC AZ C     -   0.99992823  x   0.99990625  =   0.99983449
 AI1921!UTM  12      -   0.99992823  x   0.99964799  =   0.99957625
 AI1921
 AI1921                          SUPERSEDED SURVEY CONTROL
 AI1921
 AI1921.No superseded survey control is available for this station.
 AI1921
 AI1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3760534594(NAD 83)
 AI1921_MARKER: DD = SURVEY DISK
 AI1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1921_STAMPING: R.D.K.G. C.S. P.C. E.R.M. 1994
 AI1921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1921+STABILITY: SURFACE MOTION
 AI1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1921+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2000
 AI1921
 AI1921  HISTORY     - Date     Condition        Report By
 AI1921  HISTORY     - 1994     MONUMENTED
 AI1921  HISTORY     - 19990106 GOOD             AZ-013
 AI1921  HISTORY     - 20000419 GOOD             MCDOT
 AI1921
 AI1921                          STATION DESCRIPTION
 AI1921
 AI1921'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1921'THE STATION IS LOCATED ABOUT 33 MI (53.1 KM) NORTHEAST OF DOWNTOWN
 AI1921'PHOENIX AND 3 MI (4.8 KM) NORTH OF THE FORT MCDOWELL INDIAN
 AI1921'RESERVATION.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AI1921'INTERSECTION OF SHEA BLVD AND FOUNTAIN HILLS BLVD, GO NORTHERLY FOR
 AI1921'11.4 MI (18.3 KM) ON FOUNTAIN HILLS BLVD TO FOREST ROAD.  TURN LEFT
 AI1921'AND GO NORTH FOR 2.0 MI (3.2 KM) ON FOREST ROAD TO FR20 AT THE
 AI1921'ENTRANCE TO TONTO NATIONAL FOREST.  CONTINUE NORTH FOR 0.55 MI (0.89
 AI1921'KM) ON FR 20 TO THE STATION ON RIGHT.  THE STATION IS A SURVEY DISK
 AI1921'SET IN A CONCRETE POST WITH STEEL FORM PROJECTING 0.3 M (1.0 FT) ABOVE
 AI1921'GROUND AND SURROUNDED BY ROCK CAIRN.  LOCATED ABOUT 0.1 MI (0.2 KM)
 AI1921'NORTH OF A SIGN (NO WOOD CUTTING), ABOUT 6 FT (1.8 M) EAST FROM THE
 AI1921'EAST EDGE OF ROAD AND 4 FEET (1.2 M) HIGHER THAN THE ROAD.
 AI1921
 AI1921                          STATION RECOVERY (2000)
 AI1921
 AI1921'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 AI1921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2241 ***********************************************************************
 DU2241  DESIGNATION -  ESAB
 DU2241  PID         -  DU2241
 DU2241  STATE/COUNTY-  AZ/MARICOPA
 DU2241  USGS QUAD   -  TEMPE (1982)
 DU2241
 DU2241                         *CURRENT SURVEY CONTROL
 DU2241  ___________________________________________________________________
 DU2241* NAD 83(1992)-  33 22 41.67490(N)    111 53 34.68958(W)     ADJUSTED  
 DU2241* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 DU2241  ___________________________________________________________________
 DU2241  X           -  -1,988,085.994 (meters)                     COMP
 DU2241  Y           -  -4,947,273.350 (meters)                     COMP
 DU2241  Z           -   3,489,249.930 (meters)                     COMP
 DU2241  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DU2241  ELLIP HEIGHT-         335.60  (meters)          (06/11/02) GPS OBS
 DU2241  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2241
 DU2241  HORZ ORDER  -  FIRST
 DU2241  ELLP ORDER  -  FOURTH    CLASS II
 DU2241
 DU2241.The horizontal coordinates were established by GPS observations
 DU2241.and adjusted by the National Geodetic Survey in August 1993..
 DU2241
 DU2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2241
 DU2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2241
 DU2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2241
 DU2241.The ellipsoidal height was determined by GPS observations
 DU2241.and is referenced to NAD 83.
 DU2241
 DU2241.The geoid height was determined by GEOID03.
 DU2241
 DU2241;                    North         East     Units Scale Factor Converg.
 DU2241;SPC AZ C     -   263,697.711   215,564.874   MT  0.99990006   +0 00 46.9
 DU2241;SPC AZ C     -   865,149.97    707,233.84   iFT  0.99990006   +0 00 46.9
 DU2241;UTM  12      - 3,693,576.395   416,938.939   MT  0.99968506   -0 29 28.7
 DU2241
 DU2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2241!SPC AZ C     -   0.99994732  x   0.99990006  =   0.99984738
 DU2241!UTM  12      -   0.99994732  x   0.99968506  =   0.99963239
 DU2241
 DU2241                          SUPERSEDED SURVEY CONTROL
 DU2241
 DU2241  ELLIP H (08/23/93)  335.67   (m)                       GP(       ) 4 2
 DU2241  NAD 83(1986)-  33 22 41.66808(N)    111 53 34.69435(W) AD(       ) 1
 DU2241  NGVD 29 (09/11/89)  364.6    (m)         1196.     (f) GPS OBS        
 DU2241
 DU2241.Superseded values are not recommended for survey control.
 DU2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2241.See file dsdata.txt to determine how the superseded data were derived.
 DU2241
 DU2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1693993576(NAD 83)
 DU2241_MARKER: DD = SURVEY DISK
 DU2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2241+STABILITY: SURFACE MOTION
 DU2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2241+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2241
 DU2241  HISTORY     - Date     Condition        Report By
 DU2241  HISTORY     - 1986     MONUMENTED       AZDT
 DU2241  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU2241
 DU2241                          STATION DESCRIPTION
 DU2241
 DU2241'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2241'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF GUADALUPE,
 DU2241'ARIZONA.
 DU2241'
 DU2241'TO REACH THE STATION FROM THE INTERSECTION OF BASELINE ROAD AND
 DU2241'PRICE ROAD, GO EAST ON BASELINE ROAD FOR 45.7 METERS (150 FT) AND
 DU2241'TURN RIGHT ALONG THE EAST SIDE OF THE CANAL FOR 10.7 METERS (35 FT)
 DU2241'TO THE STATION ON THE RIGHT.
 DU2241'
 DU2241'THE STATION IS A STANDARD AGS DISK
 DU2241'STAMPED---ESAB 1986---,
 DU2241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2241'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2241'1.16 METERS (3.8 FT) NORTH FROM A WITNESS POST AND SIGN,
 DU2241'17.74 METERS (58.2 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 DU2241'LANE OF BASELINE ROAD,
 DU2241'8.75 METERS (28.7 FT) SOUTHEAST FROM THE CORNER OF A BRIDGE,
 DU2241'2.01 METERS (6.6 FT) SOUTH FROM AN SRP SIGN.
 DU2241'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2241'STAMPED---ESAB 1986---,
 DU2241'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2241
 DU2241                          STATION RECOVERY (2006)
 DU2241
 DU2241'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2241'THE AREA HAS CHANGED A LOT SINCE THE COMPLETION OF ROUTE 101. THE
 DU2241'ADJUSTED COORDINATES POINT TO THE CENTER NORTHBOUND LANE OF ROUTE 101.
 DU2241' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1171 ***********************************************************************
 CY1171  DESIGNATION -  ESCALA
 CY1171  PID         -  CY1171
 CY1171  STATE/COUNTY-  AZ/GRAHAM
 CY1171  USGS QUAD   -  FISHER HILLS (1979)
 CY1171
 CY1171                         *CURRENT SURVEY CONTROL
 CY1171  ___________________________________________________________________
 CY1171* NAD 83(1992)-  32 26 25.37270(N)    109 32 39.57661(W)     ADJUSTED  
 CY1171* NAVD 88     -      1138.9    (meters)    3737.     (feet)  VERTCON   
 CY1171  ___________________________________________________________________
 CY1171  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CY1171  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CY1171
 CY1171  HORZ ORDER  -  SECOND
 CY1171
 CY1171.The horizontal coordinates were established by classical geodetic methods
 CY1171.and adjusted by the National Geodetic Survey in August 1993..
 CY1171
 CY1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1171
 CY1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1171
 CY1171.The geoid height was determined by GEOID03.
 CY1171
 CY1171;                    North         East     Units Scale Factor Converg.
 CY1171;SPC AZ E     -   159,866.804   271,878.674   MT  0.99994221   +0 20 01.8
 CY1171;SPC AZ E     -   524,497.39    891,990.40   iFT  0.99994221   +0 20 01.8
 CY1171;UTM  12      - 3,590,182.930   636,841.168   MT  0.99983091   +0 46 51.5
 CY1171
 CY1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1171!SPC AZ E     -   0.99982543  x   0.99994221  =   0.99976765
 CY1171!UTM  12      -   0.99982543  x   0.99983091  =   0.99965637
 CY1171
 CY1171:                Primary Azimuth Mark                     Grid Az
 CY1171:SPC AZ E     -  ESCALA AZ MK                             108 18 49.5
 CY1171:UTM  12      -  ESCALA AZ MK                             107 51 59.8
 CY1171
 CY1171|---------------------------------------------------------------------|
 CY1171| PID    Reference Object                     Distance      Geod. Az  |
 CY1171|                                                           dddmmss.s |
 CY1171| CC7352 ESCALA AZ MK                                       1083851.3 |
 CY1171| CC7353 ESCALA RM 1                          13.168 METERS 19742     |
 CY1171| CC7354 ESCALA RM 2                           9.902 METERS 29240     |
 CY1171|---------------------------------------------------------------------|
 CY1171
 CY1171                          SUPERSEDED SURVEY CONTROL
 CY1171
 CY1171  NAD 83(1986)-  32 26 25.36844(N)    109 32 39.57351(W) AD(       ) 2
 CY1171  NAD 27      -  32 26 25.11400(N)    109 32 37.32700(W) AD(       ) 2
 CY1171  NGVD 29 (07/19/86) 1138.2    (m)         3734.     (f) VERT ANG       
 CY1171
 CY1171.Superseded values are not recommended for survey control.
 CY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1171.See file dsdata.txt to determine how the superseded data were derived.
 CY1171
 CY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3684190183(NAD 83)
 CY1171_MARKER: DB = BENCH MARK DISK
 CY1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1171
 CY1171  HISTORY     - Date     Condition        Report By
 CY1171  HISTORY     - 1945     MONUMENTED       USGS
 CY1171
 CY1171                          STATION DESCRIPTION
 CY1171
 CY1171'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1171'STATION IS LOCATED ABOUT 8 MILES NNW OF BOWIE, ABOUT 7 MILES E
 CY1171'OF U.S. HIGHWAY 666, ABOUT 1 MILE W OF THE SOUTHERN PACIFIC
 CY1171'CO. RAILROAD, AND ABOUT 0.9 MILE N OF THE GRAHAM-COCHISE COUNTY
 CY1171'LINE.  IT IS ON THE OPEN MESA OF THE SAN SIMON VALLEY.
 CY1171'
 CY1171'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1171'GO NE ON STATE HIGHWAY 86 FOR 15.7 MILES TO BOWIE JUNCTION.
 CY1171'TURN LEFT ON U.S. HIGHWAY 666 TOWARD SAFFORD AND CONTINUE
 CY1171'FOR 5.3 MILES TO THE CATTLE GUARD AT THE GRAHAM-COCHISE COUNTY
 CY1171'LINE, CONTINUE AHEAD ON THE HIGHWAY FOR 1.9 MILES TO A DIRT
 CY1171'ROAD LEADING SHARP RIGHT AT A SMALL SIGN TANKS 23-22, TURN
 CY1171'SHARP RIGHT AND CONTINUE FOR 0.7 MILE TO A CORRAL, KEEP TO THE
 CY1171'RIGHT OF THE CORRALS AND CONTINUE ON THE DIRT ROAD FOR 1.4
 CY1171'MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 CY1171'FOR 0.4 MILE TO A ROAD LEADING TO THE RIGHT AT A SIGN TANK
 CY1171'22, KEEP STRAIGHT AHEAD AND CONTINUE FOR 2.9 MILES TO A ROAD
 CY1171'LEADING LEFT, KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR
 CY1171'1.6 MILES TO THE STATION ON THE RIGHT, THE MARK BEING 44
 CY1171'FEET TO THE RIGHT OR S OF THE CENTER OF THE ROAD.
 CY1171'
 CY1171'STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 CY1171'MARKED WITH A BENCH-MARK DISK STAMPED ESCALA 1940.  THE ELEVATION
 CY1171'HAS NOT BEEN STAMPED.  THE MARK IS SET IN A 5 INCH ROUND CONCRETE
 CY1171'POST PROJECTING ABOUT 5 INCHES, IT BEING 44 FEET S OF THE
 CY1171'CENTER OF THE ROAD AND 9.9 FEET ESE OF A WHITE WITNESS POST.
 CY1171'
 CY1171'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1171'DISK STAMPED ESCALA NO 1 1940.  IT IS SET IN A 5 INCH ROUND
 CY1171'CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS SSE OF THE
 CY1171'STATION AND ABOUT LEVEL WITH IT.
 CY1171'
 CY1171'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1171'DISK STAMPED ESCALA NO 2 1940.  IT IS SET IN A 5 INCH ROUND
 CY1171'CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS WNW OF THE
 CY1171'STATION AND ABOUT LEVEL WITH IT.
 CY1171'
 CY1171'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 10 INCH SQUARE
 CY1171'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED ESCALA
 CY1171'USGS 1945.  IT IS ABOUT 0.3 MILE ESE OF THE STATION.  IT IS
 CY1171'REACHED BY CONTINUING STRAIGHT AHEAD PAST THE STATION FOR 0.3
 CY1171'MILE TO A TRACK ROAD LEADING TO THE RIGHT, TURN RIGHT FOR 0.05
 CY1171'MILE TO THE MARK WHICH IS 41 FEET TO THE RIGHT OF THE TRACK
 CY1171'ROAD AND 8 FEET SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0715 ***********************************************************************
 DT0715  DESIGNATION -  ESCUDILLA
 DT0715  PID         -  DT0715
 DT0715  STATE/COUNTY-  AZ/APACHE
 DT0715  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0715
 DT0715                         *CURRENT SURVEY CONTROL
 DT0715  ___________________________________________________________________
 DT0715* NAD 83(1992)-  33 56 50.41718(N)    109 07 18.12195(W)     ADJUSTED  
 DT0715* NAVD 88     -      3318.0    (meters)   10886.     (feet)  VERTCON   
 DT0715  ___________________________________________________________________
 DT0715  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DT0715  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0715
 DT0715  HORZ ORDER  -  FIRST
 DT0715
 DT0715.The horizontal coordinates were established by classical geodetic methods
 DT0715.and adjusted by the National Geodetic Survey in August 1993..
 DT0715
 DT0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0715
 DT0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0715
 DT0715.The geoid height was determined by GEOID03.
 DT0715
 DT0715;                    North         East     Units Scale Factor Converg.
 DT0715;SPC AZ E     -   327,304.984   309,950.877   MT  1.00001498   +0 35 00.9
 DT0715;SPC AZ E     - 1,073,835.25  1,016,899.20   iFT  1.00001498   +0 35 00.9
 DT0715;SPC NM W     -   327,566.324   710,907.188   MT  1.00009145   -0 43 10.4
 DT0715;SPC NM W     - 1,074,690.51  2,332,368.00   sFT  1.00009145   -0 43 10.4
 DT0715;UTM  12      - 3,757,906.101   673,575.645   MT  0.99997142   +1 02 57.0
 DT0715
 DT0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0715!SPC AZ E     -   0.99948289  x   1.00001498  =   0.99949786
 DT0715!SPC NM W     -   0.99948289  x   1.00009145  =   0.99957429
 DT0715!UTM  12      -   0.99948289  x   0.99997142  =   0.99945432
 DT0715
 DT0715|---------------------------------------------------------------------|
 DT0715| PID    Reference Object                     Distance      Geod. Az  |
 DT0715|                                                           dddmmss.s |
 DT0715| CD2850 ESCADILLA RM 1                       21.533 METERS 13218     |
 DT0715| DT0723 SADDLE MOUNTAIN                     APPROX.38.5 KM 1630357.9 |
 DT0715| DT0709 TULAROSA                                           17223     |
 DT0715| CD2851 ESCADILLA RM 2                       10.361 METERS 19806     |
 DT0715| DT0714 ESCUDILLA LOOKOUT TOWER              10.064 METERS 33829     |
 DT0715|---------------------------------------------------------------------|
 DT0715
 DT0715                          SUPERSEDED SURVEY CONTROL
 DT0715
 DT0715  NAD 83(1986)-  33 56 50.41624(N)    109 07 18.12463(W) AD(       ) 1
 DT0715  NAD 27      -  33 56 50.24115(N)    109 07 15.84260(W) AD(       ) 1
 DT0715  NGVD 29 (07/19/86) 3316.8    (m)        10882.     (f) VERT ANG       
 DT0715
 DT0715.Superseded values are not recommended for survey control.
 DT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0715.See file dsdata.txt to determine how the superseded data were derived.
 DT0715
 DT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7357657906(NAD 83)
 DT0715_MARKER: DD = SURVEY DISK
 DT0715_SETTING: 80 = SET IN A BOULDER
 DT0715_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0715+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 DT0715
 DT0715  HISTORY     - Date     Condition        Report By
 DT0715  HISTORY     - 1934     MONUMENTED       USGS
 DT0715  HISTORY     - 1966     GOOD             CGS
 DT0715  HISTORY     - 1968     GOOD             USE
 DT0715  HISTORY     - 1972     GOOD             AZHD
 DT0715  HISTORY     - 1978     GOOD             NGS
 DT0715  HISTORY     - 19961009 GOOD             USPSQD
 DT0715  HISTORY     - 20060722 GOOD             GEOCAC
 DT0715
 DT0715                          STATION DESCRIPTION
 DT0715
 DT0715'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0715'ABOUT 7 MILES N OF ALPINE, IN SEC. 6, T. 6 N, R. 31 E, AND
 DT0715'DIRECTLY UNDER CENTER OF LOOKOUT TOWER OF ESCUDILLA MOUNTAIN.
 DT0715'
 DT0715'MARKED BY STANDARD U.S. GEOLOGICAL SURVEY TABLET SET IN
 DT0715'BOULDER.
 DT0715'
 DT0715'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 DT0715'BOULDERS.
 DT0715'
 DT0715'REFERENCE MARK NO. 1 IS 21.590 METERS (70.83 FEET) FROM
 DT0715'STATION.
 DT0715'
 DT0715'REFERENCE MARK NO. 2 IS 10.304 METERS (33.81 FEET) FROM
 DT0715'STATION.
 DT0715'
 DT0715'TO REACH THE STATION FROM STORE IN ALPINE GO 5.8 MILES TOWARD
 DT0715'SPRINGERVILLE, TURN RIGHT ONTO SIDE ROAD AND FOLLOW ABOUT
 DT0715'4 MILES TO END OF TRUCK TRAVEL, AND FOLLOW TRAIL TO LOOKOUT
 DT0715'TOWER AND STATION.
 DT0715
 DT0715                          STATION RECOVERY (1966)
 DT0715
 DT0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0715'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO
 DT0715'BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN BADLY BATTERED
 DT0715'BUT IS SOLID.  THE STAMPING IS ILLEGIBLE.  A DIFFERENCE WAS
 DT0715'FOUND IN THE DIRECTION AND THE DISTANCE TO REFERENCE MARKS
 DT0715'1 AND 2.  IT IS BELIEVED THAT A DIFFERENT INITIAL WAS USED
 DT0715'THAN WHAT IS STATED ON THE 1934 LIST OF DIRECTIONS.  THE
 DT0715'LOOKOUT TOWER HAS BEEN TORN DOWN AND A NEW TOWER ERECTED
 DT0715'NEARBY.
 DT0715'
 DT0715'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DT0715'
 DT0715'THE STATION IS 4-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 DT0715'STATE LINE, 7 MILES NORTH OF ALPINE AND ON THE HIGHEST POINT
 DT0715'OF ESCUDILLA MOUNTAIN.
 DT0715'
 DT0715'TO REACH THE STATION FROM ALPINE AT THE JUNCTION OF U.S.
 DT0715'HIGHWAYS 666 AND 180, GO NORTHERLY ON U.S. HIGHWAYS 666 AND
 DT0715'180 FOR 5.9 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN TORRY
 DT0715'FLATS ESCUDILLA L.O. 8.  TURN RIGHT AND FOLLOW A BLADED ROAD
 DT0715'EASTERLY FOR 2.1 MILES TO A FORK AT A SIGN HULSEY LAKE ESCUDILLA
 DT0715'L.O. 6.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 3.05
 DT0715'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.
 DT0715'TAKE THE LEFT FORK AND GO NORTH AND WEST FOR 3.05 MILES TO THE
 DT0715'STATION AT A LOOKOUT TOWER.
 DT0715'
 DT0715'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 DT0715'STAMPED ESCUDILLA 1932 USC AND GS 1934, CEMENTED IN A DRILL
 DT0715'HOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS 8 INCHES.  IT IS 20 FEET
 DT0715'WEST OF THE SOUTHEAST CORNER OF A SMALL, METAL BUILDING
 DT0715'WHICH HOUSES A GENERATOR.
 DT0715'
 DT0715'REFERENCE MARK 1 IS A STANDARD DISK STAMPING ILLEGIBLE, CEMENTED
 DT0715'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER THAT PROJECTS 3 INCHES.
 DT0715'IT IS 52 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 DT0715'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DT0715'
 DT0715'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ESCADILLA U.S.G.S
 DT0715'1934, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT
 DT0715'PROJECTS 1 FOOT.  IT IS 37 FEET SOUTH OF THE SOUTHEAST CORNER
 DT0715'OF THE BUILDING AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 DT0715'STATION MARK.
 DT0715'
 DT0715'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 DT0715'
 DT0715'NOT POSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0715
 DT0715                          STATION RECOVERY (1968)
 DT0715
 DT0715'RECOVERY NOTE BY US ENGINEERS 1968
 DT0715'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED IN 1966.
 DT0715
 DT0715                          STATION RECOVERY (1972)
 DT0715
 DT0715'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 DT0715'GENERAL LOCATION AS PER DESCRIPTION
 DT0715'
 DT0715'TO REACH FROM P.O. IN ALPINE, ARIZ. GO N.W. ON U.S. HWY
 DT0715'666 FOR 5.8 MI TO DIRT RD ON RT. AND SIGN ESCUDILLA L.O..
 DT0715'TURN RT. (N.E.) FOR 1.1 MI., TO A FORK AND SIGN ESCUDILLA LO 6,
 DT0715'HULSEY LAKE 1 TAKE RT. FORK AND GO 3.0 MI TO A SECOND FORK,
 DT0715'TAKE LEFT FORK AND GO 0.3 MI. TO A DIM TRACK RD ON THE LEFT.
 DT0715'TAKE RT. AND CONTINUE FOR 2.6 MI. TO THE TOP OF THE HILL AND
 DT0715'THE LOOKOUT TOWER.  THE STA. IS APPROX 20 FT S.S.E. OF A NEW
 DT0715'50 FT METAL L.O. TOWER.
 DT0715'
 DT0715'REFERENCE MARKS R.M. 1 BADLY SCARRED, R.M. 2 GOOD.
 DT0715'
 DT0715'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 DT0715
 DT0715                          STATION RECOVERY (1978)
 DT0715
 DT0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0715'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED
 DT0715'IN THE 1966 DESCRIPTION AND FOUND IN GOOD CONDITION.
 DT0715'
 DT0715'A NEW DESCRIPTION FOLLOWS--
 DT0715'
 DT0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180 AND 666 IN
 DT0715'IN ALPINE, TRAVEL NORTH ON HWY. 666 FOR 5.7 MILES TO A DIRT ROAD ON
 DT0715'THE RIGHT, TURN RIGHT AND GO EAST PAST TWO CABINS TO A ROAD FORK,
 DT0715'TURN LEFT AND GO 0.6 MILE TO NEXT PROMINENT FORK AND A FOREST
 DT0715'SERVICE SIGN, TURN ON RIGHT HAND FORK WHICH IS FOREST SERVICE ROAD
 DT0715'NO. 56 AND CONTINUE ON MAIN TRACK ROAD FOR 3.15 MILES TO ANOTHER
 DT0715'FORK, TURN LEFT AT THIS FORK AND GO 0.17 MILE TO THE FIRST BRANCH
 DT0715'ROAD ON THE LEFT AND A ROAD CLOSED SIGN AND END OF TRUCK TRAVEL.
 DT0715'PACK UP ROAD FOLLOWING DOUBLE TRACKS TO THE END OF ROAD AND
 DT0715'THE FIRE TOWER AND STATION.  ABOUT 1-1/2 TO 2 HOUR PACK.
 DT0715'
 DT0715'THE STATION IS LOCATED IN A FOREST SERVICE VEGETATION MANAGEMENT
 DT0715'PROJECT AREA AND ROAD IS BEING BLOCKED PERMANENTLY AS PROJECT
 DT0715'PROCEEDS DOWN MOUNTAIN.  CHECK WITH APACHE NATIONAL FOREST
 DT0715'HEADQUARTERS IN SPRINGERVILLE FOR BEST TRAVEL ROUTE.
 DT0715'
 DT0715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 DT0715'NORTH OF ALPINE.
 DT0715'
 DT0715'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DT0715
 DT0715                          STATION RECOVERY (1996)
 DT0715
 DT0715'RECOVERY NOTE BY US POWER SQUADRON 1996
 DT0715'RECOVERED IN GOOD CONDITION.
 DT0715
 DT0715                          STATION RECOVERY (2006)
 DT0715
 DT0715'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DT0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0714 ***********************************************************************
 DT0714  DESIGNATION -  ESCUDILLA LOOKOUT TOWER
 DT0714  PID         -  DT0714
 DT0714  STATE/COUNTY-  AZ/APACHE
 DT0714  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0714
 DT0714                         *CURRENT SURVEY CONTROL
 DT0714  ___________________________________________________________________
 DT0714* NAD 83(1992)-  33 56 50.72102(N)    109 07 18.26574(W)     ADJUSTED  
 DT0714* NAVD 88     -                                                        
 DT0714  ___________________________________________________________________
 DT0714  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DT0714  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0714
 DT0714  HORZ ORDER  -  THIRD
 DT0714
 DT0714.The horizontal coordinates were established by classical geodetic methods
 DT0714.and adjusted by the National Geodetic Survey in August 1993..
 DT0714
 DT0714
 DT0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0714
 DT0714.The geoid height was determined by GEOID03.
 DT0714
 DT0714;                    North         East     Units Scale Factor Converg.
 DT0714;SPC AZ E     -   327,314.308   309,947.090   MT  1.00001497   +0 35 00.8
 DT0714;SPC AZ E     - 1,073,865.84  1,016,886.78   iFT  1.00001497   +0 35 00.8
 DT0714;SPC NM W     -   327,575.732   710,903.613   MT  1.00009146   -0 43 10.5
 DT0714;SPC NM W     - 1,074,721.38  2,332,356.27   sFT  1.00009146   -0 43 10.5
 DT0714;UTM  12      - 3,757,915.394   673,571.782   MT  0.99997140   +1 02 56.9
 DT0714
 DT0714                          SUPERSEDED SURVEY CONTROL
 DT0714
 DT0714  NAD 83(1986)-  33 56 50.72010(N)    109 07 18.26840(W) AD(       ) 4
 DT0714  NAD 27      -  33 56 50.54500(N)    109 07 15.98639(W) AD(       ) 3
 DT0714
 DT0714.Superseded values are not recommended for survey control.
 DT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0714.See file dsdata.txt to determine how the superseded data were derived.
 DT0714
 DT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7357257915(NAD 83)
 DT0714_MARKER: 57 = LOOKOUT TOWER
 DT0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0714+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 DT0714
 DT0714  HISTORY     - Date     Condition        Report By
 DT0714  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0714  HISTORY     - 19961009 GOOD             USPSQD
 DT0714  HISTORY     - 20060722 GOOD             GEOCAC
 DT0714
 DT0714                          STATION DESCRIPTION
 DT0714
 DT0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0714'THE STATION IS ABOUT 4-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 DT0714'STATE LINE, 7 MILES NORTH OF ALPINE AND ON THE HIGHEST POINT
 DT0714'OF ESCUDILLA MOUNTAIN.  IT IS A 60 FOOT HIGH, STEEL STRUCTURE,
 DT0714'SUPPORTED BY 4 LEGS AND PAINTED GREY IN COLOR.
 DT0714'
 DT0714'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DT0714'ESCUDILLA (USGS) 1934, DISTANCE BEING 33.02 FEET, 10.064 METERS
 DT0714'SOUTH-SOUTHWEST OF STATION ESCUDILLA (USGS) 1934.
 DT0714
 DT0714                          STATION RECOVERY (1996)
 DT0714
 DT0714'RECOVERY NOTE BY US POWER SQUADRON 1996
 DT0714'RECOVERED IN GOOD CONDITION.
 DT0714
 DT0714                          STATION RECOVERY (2006)
 DT0714
 DT0714'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DT0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1078 ***********************************************************************
 CG1078  DESIGNATION -  ESPERANZA
 CG1078  PID         -  CG1078
 CG1078  STATE/COUNTY-  AZ/PIMA
 CG1078  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1078
 CG1078                         *CURRENT SURVEY CONTROL
 CG1078  ___________________________________________________________________
 CG1078* NAD 83(1992)-  31 49 34.24129(N)    111 04 40.21100(W)     ADJUSTED  
 CG1078* NAVD 88     -      1163.3    (meters)    3817.     (feet)  GPS OBS   
 CG1078  ___________________________________________________________________
 CG1078  X           -  -1,951,100.424 (meters)                     COMP
 CG1078  Y           -  -5,062,224.497 (meters)                     COMP
 CG1078  Z           -   3,344,668.351 (meters)                     COMP
 CG1078  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CG1078  ELLIP HEIGHT-        1133.81  (meters)          (06/11/02) GPS OBS
 CG1078  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG1078
 CG1078  HORZ ORDER  -  FIRST
 CG1078  ELLP ORDER  -  FOURTH    CLASS II
 CG1078
 CG1078.The horizontal coordinates were established by classical geodetic methods
 CG1078.and adjusted by the National Geodetic Survey in August 1993..
 CG1078
 CG1078.The orthometric height was determined by GPS observations and a
 CG1078.high-resolution geoid model.
 CG1078
 CG1078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1078
 CG1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1078
 CG1078.The ellipsoidal height was determined by GPS observations
 CG1078.and is referenced to NAD 83.
 CG1078
 CG1078.The geoid height was determined by GEOID03.
 CG1078
 CG1078;                    North         East     Units Scale Factor Converg.
 CG1078;SPC AZ C     -    91,901.204   292,766.207   MT  0.99997774   +0 26 32.6
 CG1078;SPC AZ C     -   301,513.14    960,519.05   iFT  0.99997774   +0 26 32.6
 CG1078;UTM  12      - 3,521,171.754   492,634.100   MT  0.99960067   -0 02 27.8
 CG1078
 CG1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1078!SPC AZ C     -   0.99982200  x   0.99997774  =   0.99979974
 CG1078!UTM  12      -   0.99982200  x   0.99960067  =   0.99942274
 CG1078
 CG1078:                Primary Azimuth Mark                     Grid Az
 CG1078:SPC AZ C     -  LABOR                                    105 33 56.6
 CG1078:UTM  12      -  LABOR                                    106 02 57.0
 CG1078
 CG1078|---------------------------------------------------------------------|
 CG1078| PID    Reference Object                     Distance      Geod. Az  |
 CG1078|                                                           dddmmss.s |
 CG1078| CG0546 LABOR                               APPROX. 6.5 KM 1060029.2 |
 CG1078| CH5361 RR WATER TANK                                      1213904.7 |
 CG1078| CH5135 ESPERANZA RM 1                       15.477 METERS 17229     |
 CG1078| CH5136 ESPERANZA RM 2                       14.812 METERS 30341     |
 CG1078|---------------------------------------------------------------------|
 CG1078
 CG1078                          SUPERSEDED SURVEY CONTROL
 CG1078
 CG1078  ELLIP H (08/23/93) 1133.90   (m)                       GP(       ) 4 2
 CG1078  NAD 83(1986)-  31 49 34.23554(N)    111 04 40.20882(W) AD(       ) 1
 CG1078  NAD 27      -  31 49 33.93200(N)    111 04 37.87100(W) AD(       ) 1
 CG1078  NGVD 29 (07/19/86) 1162.0    (m)         3812.     (f) VERT ANG       
 CG1078
 CG1078.Superseded values are not recommended for survey control.
 CG1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1078.See file dsdata.txt to determine how the superseded data were derived.
 CG1078
 CG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9263421172(NAD 83)
 CG1078_MARKER: DS = TRIANGULATION STATION DISK
 CG1078_SETTING: 66 = SET IN ROCK OUTCROP
 CG1078_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1078_STAMPING: ESPERANZA 1935
 CG1078_MARK LOGO: CGS   
 CG1078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1078+STABILITY: POSITION/ELEVATION WELL
 CG1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1078+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 CG1078
 CG1078  HISTORY     - Date     Condition        Report By
 CG1078  HISTORY     - 1935     MONUMENTED       CGS
 CG1078  HISTORY     - 1935     GOOD             CGS
 CG1078  HISTORY     - 1956     GOOD             USE
 CG1078  HISTORY     - 1959     GOOD             CGS
 CG1078  HISTORY     - 19900706 GOOD             PIMACO
 CG1078  HISTORY     - 19910110 GOOD
 CG1078
 CG1078                          STATION DESCRIPTION
 CG1078
 CG1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1078'ABOUT 26 MILES, AIR LINE, SOUTH-SOUTHWEST OF TUCSON, ABOUT 5
 CG1078'MILES, AIR LINE, WEST OF U.S. HIGHWAY NO. 89, ON A LAVA COVERED
 CG1078'KNOLL THAT EXTENDS EASTWARD INTO THE VALLEY, WHICH CAN BE EASILY
 CG1078'IDENTIFIED BY A VERY SHARP POINT THAT RISES INTO THE SADDLE,
 CG1078'BETWEEN STATION AND HILL TO THE NORTHWEST.  FROM A POINT ON THE
 CG1078'TWIN BUTTES ROAD ABOUT 5 MILES WEST OF HIGHWAY NO. 89, TURN LEFT
 CG1078'AT MARCONI MINE SIGN AND GO 0.7 MILE TO ESPERANZA MINE SIGN.
 CG1078'TURN LEFT GO 1.0 MILE, PASS THROUGH GATE AND TAKE LEFT FORK AND
 CG1078'GO 0.9 MILE TO A FORK.  TAKE LEFT FORK AND GO 1.9 MILES TO A
 CG1078'PALOVERDE TREE WITH A LARGE BLAZE, ON THE LEFT SIDE OF
 CG1078'ROAD.  FROM HERE THE KNOLL IS DUE SOUTH ABOUT THREE-FOURTHS
 CG1078'MILE.  MARKED BY A STANDARD BRONZE DISK, IS
 CG1078'15.478 METERS (50.78 FEET) FROM STATION S 7 DEG 31 MIN E.
 CG1078'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1078'DISK, IS 14.810 METERS (48.59 FEET) FROM
 CG1078'STATION N 56 DEG 19 MIN W. A RAILROAD WATER TANK IS
 CG1078'S 58 DEG 22 MIN E FROM THE STATION.
 CG1078
 CG1078                          STATION RECOVERY (1935)
 CG1078
 CG1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CG1078'RECOVERED IN GOOD CONDITION.
 CG1078
 CG1078                          STATION RECOVERY (1956)
 CG1078
 CG1078'RECOVERY NOTE BY US ENGINEERS 1956
 CG1078'STATION RECOVERED AS DESCRIBED.
 CG1078'
 CG1078'NO SEARCH MADE FOR AZIMUTH MARK.
 CG1078
 CG1078                          STATION RECOVERY (1959)
 CG1078
 CG1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1078'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 CG1078'WERE RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION
 CG1078'FOLLOWS.
 CG1078'
 CG1078'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SAHUARITA,
 CG1078'5 MILES WEST OF U.S. HIGHWAY 89, AND ON A ROCKY HILL THAT IS
 CG1078'ABOUT 75 FEET HIGHER AND 0.1 MILE SOUTHEAST OF A SHARP, OUTSTANDING
 CG1078'POINT.
 CG1078'
 CG1078'TO REACH THE STATION FROM THE POST OFFICE IN SAHUARITA, GO
 CG1078'SOUTH ON U.S. HIGHWAY 89 FOR 11.3 MILES TO JUST BEFORE CROSSING
 CG1078'A CONCRETE BRIDGE AND A METAL FRAME GATE ON THE RIGHT, WEST,
 CG1078'SIDE OF THE HIGHWAY.  GO THROUGH THE GATE AND FOLLOW THE BLADED
 CG1078'ROAD WEST FOR 1.0 MILE TO A STOCK GUARD AND A Y-FORK.  KEEP
 CG1078'RIGHT, WEST, FOR 0.9 MILE TO A CROSSROAD.  CONTINUE AHEAD, WEST,
 CG1078'ON THE TRACK ROAD FOR 0.8 MILE TO A WIRE GATE.  PASS THROUGH
 CG1078'THE GATE AND FOLLOW THE TRACK ROAD 2.2 MILES TO A Y-FORK AND
 CG1078'THE END OF TRUCK TRAVEL.  PACK NORTHEAST ACROSS A LARGE
 CG1078'WASH, THEN ACROSS A SMALLER WASH AND UP THE SOUTHWEST SIDE OF
 CG1078'THE HILL TO THE STATION.  THIS IS AN HOUR PACK.
 CG1078'
 CG1078'THE STATION MARK, STAMPED ESPERANZA 1935, IS A STANDARD DISK
 CG1078'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 CG1078'PROJECTS 2 INCHES.
 CG1078'
 CG1078'REFERENCE MARK NO. 1, STAMPED ESPERANZA NO 1 1935, IS A STANDARD
 CG1078'DISK CEMENTED IN A DRILL HOLE IN AN
 CG1078'OUTCROPPING OF BEDROCK THAT PROJECTS 2 FEET.
 CG1078'
 CG1078'REFERENCE MARK NO. 2, STAMPED ESPERANZA NO 2 1935, IS A STANDARD
 CG1078'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 CG1078'PROJECTS 3 FEET.
 CG1078'
 CG1078'TRIANGULATION STATION LABOR CAN BE USED AS THE AZIMUTH MARK.
 CG1078'(SEE DESCRIPTION THEREOF)
 CG1078
 CG1078                          STATION RECOVERY (1990)
 CG1078
 CG1078'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1078'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CG1078'FOLLOWS.
 CG1078'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1078'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1078'ON I-19 APPROX 28 MI (45.1 KM) TO CANOA RD EXIT (KM 56), EXIT WEST TO
 CG1078'FRONTAGE ROAD AND TRAVEL SOUTH 0.7 MI (1.1 KM) TO MONTANA VISTA.
 CG1078'DRIVE WEST 1.7 MI (2.7 KM) TO VIA MONTANA VISTA.  TURN SOUTH ON VIA
 CG1078'MONTANA VISTA AND GO 300 FT (91.4 M) TO A DIRT ROAD ON THE RIGHT,
 CG1078'PASS THROUGH GATE AND DRIVE WEST ON DIRT ROAD 1.0 MI (1.6 KM) TO A
 CG1078'POWER LINE ROAD.  THEN TRAVEL NORTH 1.5 MI (2.4 KM) ON POWER LINE
 CG1078'ROAD TO A FORK ON THE LEFT.  DRIVE 0.9 MI (1.4 KM) WEST TO THE BASE
 CG1078'OF A HILL.  PACK ACROSS A SMALL WASH ON NORTHEAST SIDE OF HILL AND UP
 CG1078'THE SOUTHWEST SIDE OF HILL TO THE STATION.  PACK TIME IS APPROX ONE
 CG1078'HOUR.  TOWNSHIP 18 SOUTH, RANGE 12 EAST, NORTHWEST OF SECTION 36,
 CG1078'GILA AND SALT RIVER MERIDIAN.
 CG1078'THE STATION IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN A
 CG1078'ROCK OUTCROP THAT PROJECTS 0.2 FT (0.1 M) , STAMPED, ESPERANZA 1935.
 CG1078
 CG1078                          STATION RECOVERY (1991)
 CG1078
 CG1078'RECOVERED 1991
 CG1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0874 ***********************************************************************
 ET0874  DESIGNATION -  ESTATE
 ET0874  PID         -  ET0874
 ET0874  STATE/COUNTY-  AZ/YAVAPAI
 ET0874  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0874
 ET0874                         *CURRENT SURVEY CONTROL
 ET0874  ___________________________________________________________________
 ET0874* NAD 83(1992)-  34 33 24.65716(N)    112 15 16.39340(W)     ADJUSTED  
 ET0874* NAVD 88     -      1421.16   (+/-2cm)    4662.6    (feet)  VERTCON   
 ET0874  ___________________________________________________________________
 ET0874  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 ET0874  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ET0874
 ET0874  HORZ ORDER  -  SECOND
 ET0874  VERT ORDER  -  THIRD ? (See Below)
 ET0874
 ET0874.The horizontal coordinates were established by classical geodetic methods
 ET0874.and adjusted by the National Geodetic Survey in August 1993..
 ET0874
 ET0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0874.The vertical order pertains to the NGVD 29 superseded value.
 ET0874
 ET0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0874
 ET0874.The geoid height was determined by GEOID03.
 ET0874
 ET0874;                    North         East     Units Scale Factor Converg.
 ET0874;SPC AZ C     -   394,469.385   182,352.576   MT  0.99991185   -0 11 30.0
 ET0874;SPC AZ C     - 1,294,190.90    598,269.61   iFT  0.99991185   -0 11 30.0
 ET0874;UTM  12      - 3,824,615.941   384,902.827   MT  0.99976328   -0 42 42.1
 ET0874
 ET0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0874!SPC AZ C     -   0.99978106  x   0.99991185  =   0.99969292
 ET0874!UTM  12      -   0.99978106  x   0.99976328  =   0.99954439
 ET0874
 ET0874|---------------------------------------------------------------------|
 ET0874| PID    Reference Object                     Distance      Geod. Az  |
 ET0874|                                                           dddmmss.s |
 ET0874| CH2253 ESTATE RM 1                          10.092 METERS 15454     |
 ET0874| ET0869 TEXAS                               APPROX. 2.8 KM 1582137.4 |
 ET0874| CH2254 ESTATE RM 2                          10.027 METERS 33417     |
 ET0874|---------------------------------------------------------------------|
 ET0874
 ET0874                          SUPERSEDED SURVEY CONTROL
 ET0874
 ET0874  NAD 83(1986)-  34 33 24.65355(N)    112 15 16.39135(W) AD(       ) 2
 ET0874  NAD 27      -  34 33 24.56359(N)    112 15 13.80555(W) AD(       ) 2
 ET0874  NGVD 29 (07/19/86) 1420.36   (m)         4660.0    (f) LEVELING    3  
 ET0874
 ET0874.Superseded values are not recommended for survey control.
 ET0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0874.See file dsdata.txt to determine how the superseded data were derived.
 ET0874
 ET0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8490324616(NAD 83)
 ET0874_MARKER: DD = SURVEY DISK
 ET0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0874+STABILITY: SURFACE MOTION
 ET0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0874+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 ET0874
 ET0874  HISTORY     - Date     Condition        Report By
 ET0874  HISTORY     - 1980     MONUMENTED       AZDT
 ET0874  HISTORY     - 20030429 GOOD             NGS
 ET0874
 ET0874                          STATION DESCRIPTION
 ET0874
 ET0874'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0874'THE STATION IS LOCATED 12 MILES EAST OF PRESCOTT AND 2 MILES NORTHWEST
 ET0874'OF DEWEY ALONG THE EAST SIDE OF ARIZONA HIGHWAY 69.
 ET0874'
 ET0874'THE STATION MARK IS AN ADOT DISK STAMPED ESTATE 1980.  IT IS SET IN
 ET0874'TOP OF A CONCRETE MONUMENT 5.7 FEET WEST OF THE WITNESS POST AND 96
 ET0874'FEET EAST OF THE CENTERLINE OF SR 69.
 ET0874'
 ET0874'REFERENCE MARK 1 IS AN ADOT DISK STAMPED ESTATE RM 1 1980.  IT IS SET
 ET0874'IN TOP OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE
 ET0874'HIGHWAY.
 ET0874'
 ET0874'REFERENCE MARK 2 IS AN ADOT DISK STAMPED ESTATE RM 2 1980.  IT IS SET
 ET0874'IN TOP OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE
 ET0874'HIGHWAY.
 ET0874'
 ET0874'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL NORTH ALONG
 ET0874'ARIZONA HIGHWAY 69 FOR 2.07 MILES TO THE STATION ON THE RIGHT.
 ET0874
 ET0874                          STATION RECOVERY (2003)
 ET0874
 ET0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0899 ***********************************************************************
 ES0899  DESIGNATION -  ESTATES
 ES0899  PID         -  ES0899
 ES0899  STATE/COUNTY-  AZ/COCONINO
 ES0899  USGS QUAD   -  O W POINT (1990)
 ES0899
 ES0899                         *CURRENT SURVEY CONTROL
 ES0899  ___________________________________________________________________
 ES0899* NAD 83(1992)-  34 19 50.83583(N)    110 47 06.27739(W)     ADJUSTED  
 ES0899* NAVD 88     -      2302.7    (meters)    7555.     (feet)  VERTCON   
 ES0899  ___________________________________________________________________
 ES0899  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0899  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0899
 ES0899  HORZ ORDER  -  SECOND
 ES0899
 ES0899.The horizontal coordinates were established by classical geodetic methods
 ES0899.and adjusted by the National Geodetic Survey in August 1993..
 ES0899
 ES0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0899
 ES0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0899
 ES0899.The geoid height was determined by GEOID03.
 ES0899
 ES0899;                    North         East     Units Scale Factor Converg.
 ES0899;SPC AZ C     -   369,922.882   317,486.767   MT  1.00003361   +0 38 17.7
 ES0899;SPC AZ C     - 1,213,657.75  1,041,623.25   iFT  1.00003361   +0 38 17.7
 ES0899;SPC AZ E     -   369,516.129   156,455.981   MT  0.99993990   -0 20 55.6
 ES0899;SPC AZ E     - 1,212,323.26    513,307.02   iFT  0.99993990   -0 20 55.6
 ES0899;UTM  12      - 3,798,854.967   519,770.421   MT  0.99960482   +0 07 16.4
 ES0899
 ES0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0899!SPC AZ C     -   0.99964240  x   1.00003361  =   0.99967600
 ES0899!SPC AZ E     -   0.99964240  x   0.99993990  =   0.99958233
 ES0899!UTM  12      -   0.99964240  x   0.99960482  =   0.99924736
 ES0899
 ES0899:                Primary Azimuth Mark                     Grid Az
 ES0899:SPC AZ C     -  FOREST                                   270 00 24.3
 ES0899:SPC AZ E     -  FOREST                                   270 59 37.6
 ES0899:UTM  12      -  FOREST                                   270 31 25.6
 ES0899
 ES0899|---------------------------------------------------------------------|
 ES0899| PID    Reference Object                     Distance      Geod. Az  |
 ES0899|                                                           dddmmss.s |
 ES0899| ES0900 FOREST                              APPROX. 0.9 KM 2703842.0 |
 ES0899|---------------------------------------------------------------------|
 ES0899
 ES0899                          SUPERSEDED SURVEY CONTROL
 ES0899
 ES0899  NAD 83(1986)-  34 19 50.83025(N)    110 47 06.28202(W) AD(       ) 2
 ES0899  NGVD 29 (08/03/87) 2301.7    (m)         7551.     (f) VERT ANG       
 ES0899
 ES0899.Superseded values are not recommended for survey control.
 ES0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0899.See file dsdata.txt to determine how the superseded data were derived.
 ES0899
 ES0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1977098855(NAD 83)
 ES0899_MARKER: DS = TRIANGULATION STATION DISK
 ES0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0899+STABILITY: SURFACE MOTION
 ES0899
 ES0899  HISTORY     - Date     Condition        Report By
 ES0899  HISTORY     - 1984     MONUMENTED       AZDT
 ES0899  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0899
 ES0899                          STATION DESCRIPTION
 ES0899
 ES0899'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0899'THE STATION IS LOCATED 12-3/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0899'SIDE OF STATE ROUTE 260.
 ES0899'
 ES0899'THE STATION MARK IS AN AZDT DISK STAMPED---ESTATES 1984---.  IT IS SET
 ES0899'IN TOP OF A 10 INCH CONCRETE MONUMENT 87 FEET EAST OF MULE SPRINGS
 ES0899'ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET NORTH
 ES0899'OF THE WITNESS POST.
 ES0899'
 ES0899'TO REACH THE STATION FROM THE POSOFFICE IN HEBER AT BUCKSKIN ROAD
 ES0899'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 14.6 MILES TO
 ES0899'MULE SPRINGS ROAD LEADING NORTH AND THE STATION ON THE RIGHT.
 ES0899
 ES0899                          STATION RECOVERY (2005)
 ES0899
 ES0899'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1214 ***********************************************************************
 CY1214  DESIGNATION -  ESTES
 CY1214  PID         -  CY1214
 CY1214  STATE/COUNTY-  AZ/GRAHAM
 CY1214  USGS QUAD   -  WEST OF GREASEWOOD MOUNTAIN (1985)
 CY1214
 CY1214                         *CURRENT SURVEY CONTROL
 CY1214  ___________________________________________________________________
 CY1214* NAD 83(1992)-  32 29 33.85025(N)    109 56 39.54870(W)     ADJUSTED  
 CY1214* NAVD 88     -      1351.5    (meters)    4434.     (feet)  VERTCON   
 CY1214  ___________________________________________________________________
 CY1214  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CY1214  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY1214
 CY1214  HORZ ORDER  -  FIRST
 CY1214
 CY1214.The horizontal coordinates were established by classical geodetic methods
 CY1214.and adjusted by the National Geodetic Survey in August 1993..
 CY1214
 CY1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1214
 CY1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1214
 CY1214.The geoid height was determined by GEOID03.
 CY1214
 CY1214;                    North         East     Units Scale Factor Converg.
 CY1214;SPC AZ E     -   165,523.412   234,255.118   MT  0.99990538   +0 07 10.0
 CY1214;SPC AZ E     -   543,055.81    768,553.54   iFT  0.99990538   +0 07 10.0
 CY1214;UTM  12      - 3,595,544.779   599,180.151   MT  0.99972130   +0 34 01.7
 CY1214
 CY1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1214!SPC AZ E     -   0.99979207  x   0.99990538  =   0.99969747
 CY1214!UTM  12      -   0.99979207  x   0.99972130  =   0.99951343
 CY1214
 CY1214:                Primary Azimuth Mark                     Grid Az
 CY1214:SPC AZ E     -  T11S R23 24E SECS 1 6 7 12               000 07 01.9
 CY1214:UTM  12      -  T11S R23 24E SECS 1 6 7 12               359 40 10.2
 CY1214
 CY1214|---------------------------------------------------------------------|
 CY1214| PID    Reference Object                     Distance      Geod. Az  |
 CY1214|                                                           dddmmss.s |
 CY1214| CC7359 T11S R23 24E SECS 1 6 7 12                         0001411.9 |
 CY1214| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.24.3 KM 0044556.5 |
 CY1214| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.19.6 KM 0270510.6 |
 CY1214| CC7360 ESTES RM 1                           17.787 METERS 09737     |
 CY1214| CY1198 GILMAN CAIRN 2 MI NE                APPROX.11.8 KM 1160757.3 |
 CY1214| CY1215 T11S R23 24E SECS 7 12 1/4 COR        5.718 METERS 13950     |
 CY1214| CC7362 ESTES RM 3                           13.027 METERS 21132     |
 CY1214| CC7361 ESTES RM 2                           16.974 METERS 34412     |
 CY1214|---------------------------------------------------------------------|
 CY1214
 CY1214                          SUPERSEDED SURVEY CONTROL
 CY1214
 CY1214  NAD 83(1986)-  32 29 33.84622(N)    109 56 39.54646(W) AD(       ) 1
 CY1214  NAD 27      -  32 29 33.59300(N)    109 56 37.28500(W) AD(       ) 1
 CY1214  NGVD 29 (07/19/86) 1350.7    (m)         4431.     (f) VERT ANG       
 CY1214
 CY1214.Superseded values are not recommended for survey control.
 CY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1214.See file dsdata.txt to determine how the superseded data were derived.
 CY1214
 CY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9918095545(NAD 83)
 CY1214_MARKER: DS = TRIANGULATION STATION DISK
 CY1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1214
 CY1214  HISTORY     - Date     Condition        Report By
 CY1214  HISTORY     - 1946     MONUMENTED       CGS
 CY1214  HISTORY     - 1972     SEE DESCRIPTION  USGS
 CY1214  HISTORY     - 1973     GOOD             NGS
 CY1214
 CY1214                          STATION DESCRIPTION
 CY1214
 CY1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1214'STATION IS LOCATED, BY APPROXIMATE AIRLINE DISTANCES, 17-1/2
 CY1214'MILES NNW OF WILLCOX AND 7 MILES SSE OF BONITA, JUST N OF THE
 CY1214'FENCE LINE BETWEEN THE BROOKRESON AND ESTES RANCHES.
 CY1214'
 CY1214'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1214'GO S ON STATE HIGHWAY 86 FOR 0.1 MILE TO TEXACO SERVICE STATION
 CY1214'ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE, THENCE JOG
 CY1214'LEFT 35 YARDS, THENCE RIGHT AND GO 0.2 MILE, THENCE RIGHT
 CY1214'(N) ON A MACADAM ROAD.  GO 1.0 MILE, THENCE LEFT AND GO 2.0
 CY1214'MILES, THENCE RIGHT FOR 5 MILES, THENCE LEFT FOR 3 MILES, THENCE
 CY1214'RIGHT FOR 4 MILES, THENCE LEFT FOR 2 MILES, THENCE RIGHT FOR
 CY1214'2 MILES, THENCE LEFT FOR 1 MILE TO THE MONZINGO RANCH HOUSE ON
 CY1214'THE RIGHT.  HERE TURN RIGHT AND GO 6 MILES, THENCE RIGHT FOR
 CY1214'0.25 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A RANCH ROAD
 CY1214'CONTINUES STRAIGHT AHEAD.  KEEP STRAIGHT AHEAD ACROSS
 CY1214'CATTLE GUARD AND FOLLOW MAIN ROAD 1.15 MILES TO THE ESTES
 CY1214'RANCH AND BOARD GATE AT THE WINDMILL.  PASS THROUGH GATE
 CY1214'AND GO ABOUT 50 YARDS TO GATE AT CORNER OF BARN, PASS
 CY1214'THROUGH AND GO TO THE LEFT ACROSS CORRAL TO A GATE WHICH
 CY1214'LEAVES THE CORRAL AT RIGHT ANGLES TO THE GATE BY WHICH IT
 CY1214'WAS ENTERED, A DISTANCE OF ABOUT 25 YARDS.  GO THROUGH AND
 CY1214'INTO PASTURE ALONG TRACK ROAD FOR 0.6 MILE TO AN EARTH
 CY1214'TANK.  CONTINUE ON ROAD ALONG E SIDE OF TANK AND GO 0.45
 CY1214'MILE TO A LEFT FORK AND THE AZIMUTH MARK ON THE RIGHT.
 CY1214'KEEP STRAIGHT AHEAD 0.5 MILE TO THE STATION ON THE RIGHT JUST
 CY1214'BEFORE REACHING TWO GATES IN A CROSS FENCE LINE.
 CY1214'
 CY1214'THE STATION MARK IS A BRONZE STATION DISK, STAMPED ESTES 1946,
 CY1214'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CY1214'ABOVE THE GROUND.  IT IS LOCATED 18 FEET W OF THE CENTER OF THE
 CY1214'TRACK ROAD, 18.1 FEET NW OF A T-FENCE CORNER POST, 17.3 FEET
 CY1214'E OF A FENCE LINE, 16.7 FEET E OF A 4- BY 4-INCH WHITE WITNESS
 CY1214'POST, AND 12.8 FEET N OF ANOTHER FENCE LINE.  UNDERGROUND MARK
 CY1214'IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1214'
 CY1214'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ESTES
 CY1214'NO 1 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1214'11 INCHES ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION
 CY1214'AT ABOUT THE SAME LEVEL AND 5.1 FEET N OF A FENCE LINE.
 CY1214'
 CY1214'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ESTES
 CY1214'NO 2 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1214'4 INCHES ABOVE THE GROUND.  IT IS LOCATED NNW OF THE STATION
 CY1214'AT ABOUT THE SAME LEVEL AND 2.4 FEET E OF A FENCE LINE.
 CY1214'
 CY1214'THE AZIMUTH MARK IS A STANDARD BRASS-CAPPED 2-INCH IRON PIPE
 CY1214'SECTION CORNER OF THE GENERAL LAND OFFICE, STAMPED R23E R24E
 CY1214'T11S S1 S6 S12 S7 1913.  IT PROJECTS ABOUT 13 INCHES ABOVE
 CY1214'THE GROUND.  IT IS LOCATED N OF THE STATION, 42.7 FEET NE OF
 CY1214'A FENCE CORNER, 17 FEET WSW OF CENTER OF TRACK ROAD, AND 1.75
 CY1214'FEET S OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1214'
 CY1214'THE G.L.O. MARK IS A STANDARD BRASS-CAPPED 1-INCH IRON PIPE
 CY1214'1/4 SECTION CORNER OF THE GENERAL LAND OFFICE, STAMPED 1/4
 CY1214'S12 S7 1913.  IT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT
 CY1214'IS LOCATED SE OF THE STATION AND 0.8 FOOT S OF THE CENTER
 CY1214'OF T-FENCE CORNER POST.
 CY1214
 CY1214                          STATION RECOVERY (1972)
 CY1214
 CY1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WBJ)
 CY1214'THIS STATION MARK IS DESTROYED, THE CEMENT PORTIONS WERE FOUND.
 CY1214'FARMING ACTIVITY HAS DESTROYED THE STATION MARK AND ALSO R.M.
 CY1214'NO. 2.  R.M. NO. 1 WAS FOUND IN GOOD CONDITION.
 CY1214'
 CY1214'THE STATION SITE MAY BE REACHED FROM BONITA.
 CY1214'
 CY1214'BONITA ABOUT 7.1 MILES SOUTH ALONG THE WILLCOX ROAD, THENCE
 CY1214'2 MILES EAST ALONG FIELD ROADS TO STATION SITE AT CORNER OF
 CY1214'FIELD.  (R.M. NO. 1 USED AS STATION FOR CONTROL)
 CY1214'
 CY1214'ABOUT 17.5 AIR LINE MILES NNW OF WILLCOX, 7 MILES SSE OF
 CY1214'BONITA.
 CY1214
 CY1214                          STATION RECOVERY (1973)
 CY1214
 CY1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CY1214'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND GLO 1/4
 CY1214'SECTION WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CY1214'MARK 2 WAS FOUND DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED
 CY1214'AT THIS TIME.
 CY1214'
 CY1214'THE STATION MARK IS A STANDARD DISK STAMPED, ESTES 1946.  IT
 CY1214'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 1 INCH
 CY1214'BELOW THE SURFACE OF THE ROAD.  IT IS 21 FEET NORTH OF THE
 CY1214'CENTER OF THE INTERSECTION OF FIELD ROADS, 17-1/2 FEET NORTHWEST
 CY1214'OF A WITNESS SIGN ON RAILROAD TIE FENCE CORNER, 12 FEET WEST OF
 CY1214'A FENCE LINE AND 2-1/2 FEET EAST OF THE CENTER OF THE
 CY1214'NORTH-SOUTH SECTION ROAD.
 CY1214'
 CY1214'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ESTES NO 1 1946.
 CY1214'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1214'ABOUT 4 INCHES.  IT IS 60 FEET NORTHEAST OF THE INTERSECTION,
 CY1214'45 FEET EAST OF WITNESS SIGN ON CORNER POST AND 18 FEET
 CY1214'NORTH OF THE EAST-WEST FENCE LINE.
 CY1214'
 CY1214'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ESTES 1946 NO 3
 CY1214'1973.  IT IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 CY1214'CONCRETE PUMP FOUNDATION.  41 FEET SOUTHWEST OF WITNESS SIGN
 CY1214'ON FENCE CORNER POST AND 24 FEET SOUTHWEST OF THE CENTER OF
 CY1214'INTERSECTION.
 CY1214'
 CY1214'GLO 1/4 SECTION IS SET ON TOP OF A SMALL PIPE WHICH PROJECTS
 CY1214'ABOUT 1 FOOT.  IT IS 15 FEET NORTHEAST OF THE CENTER OF THE
 CY1214'INTERSECTION AND 1 FOOT SOUTH OF WITNESS SIGN ON CORNER POST.
 CY1214'
 CY1214'THE AZIMUTH MARK IS 1/2 MILE NORTH OF THE STATION AT JUNCTION
 CY1214'OF A T-INTERSECTION IN FENCE LINES AND POWER LINES.  IT IS
 CY1214'2 FEET NORTH OF A WITNESS SIGN ON A RAILROAD TIE FENCE POST.
 CY1214'NOTE.  A 7 FOOT TRIPOD OR TARGET IS NECESSARY TO SEE TO STATION.
 CY1214'
 CY1214'TO REACH THE STATION FROM BONITA, GO SOUTH ALONG THE WILCOX
 CY1214'HIGHWAY FOR 6.8 MILES TO A POWER LINE CROSSING AND A GRADED
 CY1214'FARM ROAD LEFT.  TURN LEFT ALONG THE SECTION ROAD FOR 2.0
 CY1214'MILES TO THE AZIMUTH MARK AT FENCE CORNER.  TURN RIGHT AND GO
 CY1214'SOUTH ALONG SECTION ROAD FOR 0.5 MILE TO STATION IN THE
 CY1214'LEFT 1/3 OF THE ROAD JUST BEFORE REACHING A CROSS ROAD.
 CY1214'
 CY1214'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1214'
 CY1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CY1214'SOUTH OF BONITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2115 ***********************************************************************
 DV2115  DESIGNATION -  ESTRELLA
 DV2115  PID         -  DV2115
 DV2115  STATE/COUNTY-  AZ/MARICOPA
 DV2115  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV2115
 DV2115                         *CURRENT SURVEY CONTROL
 DV2115  ___________________________________________________________________
 DV2115* NAD 83(1992)-  33 01 56.85546(N)    112 28 36.14831(W)     ADJUSTED  
 DV2115* NAVD 88     -       844.0    (meters)    2769.     (feet)  VERTCON   
 DV2115  ___________________________________________________________________
 DV2115  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DV2115  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DV2115
 DV2115  HORZ ORDER  -  SECOND
 DV2115
 DV2115.The horizontal coordinates were established by classical geodetic methods
 DV2115.and adjusted by the National Geodetic Survey in August 1993..
 DV2115
 DV2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2115
 DV2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2115
 DV2115.The geoid height was determined by GEOID03.
 DV2115
 DV2115;                    North         East     Units Scale Factor Converg.
 DV2115;SPC AZ C     -   225,490.506   161,046.414   MT  0.99993373   -0 18 19.1
 DV2115;SPC AZ C     -   739,798.25    528,367.50   iFT  0.99993373   -0 18 19.1
 DV2115;UTM  12      - 3,655,854.321   362,096.395   MT  0.99983448   -0 48 18.4
 DV2115
 DV2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2115!SPC AZ C     -   0.99987235  x   0.99993373  =   0.99980609
 DV2115!UTM  12      -   0.99987235  x   0.99983448  =   0.99970685
 DV2115
 DV2115|---------------------------------------------------------------------|
 DV2115| PID    Reference Object                     Distance      Geod. Az  |
 DV2115|                                                           dddmmss.s |
 DV2115| CH5138 ESTRELLA RM 1                         2.568 METERS 09859     |
 DV2115| CH5137 ESTRELLA AZ MK                                     1241331.3 |
 DV2115| CH5139 ESTRELLA RM 2                         4.539 METERS 32109     |
 DV2115|---------------------------------------------------------------------|
 DV2115
 DV2115                          SUPERSEDED SURVEY CONTROL
 DV2115
 DV2115  NAD 83(1986)-  33 01 56.84634(N)    112 28 36.15148(W) AD(       ) 2
 DV2115  NAD 27      -  33 01 56.69132(N)    112 28 33.58730(W) AD(       ) 2
 DV2115  NGVD 29 (07/19/86)  843.3    (m)         2767.     (f) VERT ANG       
 DV2115
 DV2115.Superseded values are not recommended for survey control.
 DV2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2115.See file dsdata.txt to determine how the superseded data were derived.
 DV2115
 DV2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6209655854(NAD 83)
 DV2115_MARKER: DS = TRIANGULATION STATION DISK
 DV2115_SETTING: 80 = SET IN A BOULDER
 DV2115_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2115
 DV2115  HISTORY     - Date     Condition        Report By
 DV2115  HISTORY     - 1936     MONUMENTED       CGS
 DV2115  HISTORY     - 1948     GOOD             USGS
 DV2115  HISTORY     - 1960     GOOD             CGS
 DV2115  HISTORY     - 1973     GOOD             USGS
 DV2115
 DV2115                          STATION DESCRIPTION
 DV2115
 DV2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2115'ON THE HIGHEST POINT IN THE MAIN MOUNTAIN RANGE LYING ABOUT
 DV2115'3-1/2 MILES NORTHWEST OF THE VILLAGE OF ESTRELL ON THE
 DV2115'SOUTHERN PACIFIC RAILROAD, ABOUT 15 MILES EAST-NORTHEAST OF
 DV2115'GILA BEND AND ABOUT 45 MILES WEST-NORTHWEST OF CASA, GRANDE.
 DV2115'THE STATION IS ON THE HIGHEST PART OF THE SOUTH END OF A HOGBACK,
 DV2115'AND THE STATION MARK PROJECTS ABOUT 3 INCHES ABOVE
 DV2115'THE GROUND.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DV2115'DISK IS 2,570 METERS (8.43 FEET) FROM STATION.
 DV2115'REFERENCE MARK NO. 2, A STANDARD
 DV2115'BRONZE REFERENCE DISK, IS 4.544 METERS (14.91
 DV2115'FEET) FROM STATION.  THE AZIMUTH
 DV2115'MARK, A STANDARD BRONZE DISK, IS ON THE SOUTHEAST
 DV2115'SLOPE OF A SMALL HILL ON THE WEST SIDE OF THE WASH THAT
 DV2115'EXTENDS FROM THE MOUNTAIN, 66 FEET SOUTHEAST OF A GIANT
 DV2115'CACTUS WITH 12 INCH SQUARE BLAZED ON IT, SET FLUSH WITH
 DV2115'THE GROUND AND ABOUT 1 MILE FROM STATION.
 DV2115
 DV2115                          STATION RECOVERY (1948)
 DV2115
 DV2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV2115'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DV2115
 DV2115                          STATION RECOVERY (1960)
 DV2115
 DV2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DV2115'THE STATION, REFERENCE AND AZIMUTH MARK WERE RECOVERED AND
 DV2115'FOUND TO BE IN GOOD CONDITION.
 DV2115'
 DV2115'A COMPLETE DESCRIPTION FOLLOWS.
 DV2115'
 DV2115'THE STATION IS ON A HIGH ROCKY POINT IN THE MARICOPA MOUNTAINS,
 DV2115'15-1/4 MILES EAST-NORTHEAST OF GILA BEND, 4 MILES NORTHWEST
 DV2115'OF ESTRELLA ON THE SOUTHERN PACIFIC RAILROAD, 1 MILE SOUTH
 DV2115'OF THE OLD BUTTERFIELD STAGE LINE ROUTE AND ON THE HIGHEST
 DV2115'POINT BETWEEN THE SOUTHERN PACIFIC RAILROAD AND THE BUTTERFIELD
 DV2115'STAGE LINE ROUTE.
 DV2115'
 DV2115'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DV2115'HIGHWAY 84, 1.0 MILE EAST OF GILA BEND, GO EAST ON U.S. HIGHWAY
 DV2115'80 ABOUT 75 YARDS TO A GRAVEL ROAD RIGHT.  TURN RIGHT, SOUTH
 DV2115'THEN EAST, PER SIGN MARICOPA ALONG THE NORTH SIDE OF THE
 DV2115'SOUTHERN PACIFIC RAILROAD AND GO 16.9 MILES TO ESTRELLA, CONTINUE
 DV2115'EASTERLY ON MAIN TRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD
 DV2115'LEFT.  TURN LEFT, NORTHERLY, ON TRACK ROAD AND GO 1.7 MILES
 DV2115'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, WESTERLY, ON DIM
 DV2115'TRACKS ALONG THE SOUTH SIDE OF A WASH AND GO 1.3 MILES TO THE
 DV2115'END OF TRUCK TRAVEL AT A DEEP WASH.  THE AZIMUTH MARK IS AT
 DV2115'THIS POINT.  PACK NORTHWEST UP THE BOTTOM OF A SANDY WASH
 DV2115'TO A LOW SADDLE, THENCE WEST UP THE CREST OF A RIDGE TO A
 DV2115'ROCKY POINT, THENCE NORTHWEST ALONG THE TOP OF A ROCKY
 DV2115'RIDGE TO THE HIGHEST POINT AND THE STATION.  A 2 HOUR PACK.
 DV2115'
 DV2115'THE STATION MARK, STAMPED ESTRELLA 1936, IS A STANDARD DISK
 DV2115'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.
 DV2115'
 DV2115'REFERENCE MARK NO. 1, STAMPED ESTRELLA NO 1 1936, IS A
 DV2115'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 DV2115'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DV2115'
 DV2115'REFERENCE MARK NO. 2, STAMPED ESTRELLA NO 2 1936, IS A
 DV2115'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AND
 DV2115'ABOUT 3 FEET LOWER THAN THE STATION.
 DV2115'
 DV2115'THE AZIMUTH MARK, STAMPED ESTRELLA 1936, IS A STANDARD DISK
 DV2115'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 2 FEET, ABOUT
 DV2115'100 YARDS SOUTHWEST OF A WASH, 61 FEET EAST-SOUTHEAST OF A
 DV2115'25 FOOT CACTUS WITH A SQUARE BLAZE ON IT, 4.5 FEET SOUTHWEST
 DV2115'OF A METAL WITNESS POST WITH SIGN, ON THE NORTHEAST SLOPE OF
 DV2115'A ROCKY HILL AND ABOUT 6 FEET LOWER THAN THE SUMMIT OF THE
 DV2115'HILL.
 DV2115
 DV2115                          STATION RECOVERY (1973)
 DV2115
 DV2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2115'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DV2115'AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1668 ***********************************************************************
 DB1668  DESIGNATION -  ET 1
 DB1668  PID         -  DB1668
 DB1668  STATE/COUNTY-  AZ/YUMA
 DB1668  USGS QUAD   -  GADSDEN (1973)
 DB1668
 DB1668                         *CURRENT SURVEY CONTROL
 DB1668  ___________________________________________________________________
 DB1668* NAD 83(1992)-  32 30 31.93205(N)    114 45 20.26358(W)     ADJUSTED  
 DB1668* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 DB1668  ___________________________________________________________________
 DB1668  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DB1668  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DB1668
 DB1668  HORZ ORDER  -  THIRD
 DB1668
 DB1668.The horizontal coordinates were established by classical geodetic methods
 DB1668.and adjusted by the National Geodetic Survey in August 1993..
 DB1668
 DB1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1668
 DB1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1668
 DB1668.The geoid height was determined by GEOID03.
 DB1668
 DB1668;                    North         East     Units Scale Factor Converg.
 DB1668;SPC AZ W     -   167,741.889   118,867.778   MT  1.00004340   -0 32 25.8
 DB1668;SPC AZ W     -   550,334.28    389,986.15   iFT  1.00004340   -0 32 25.8
 DB1668;UTM  11      - 3,599,062.331   710,836.621   MT  1.00014818   +1 12 23.9
 DB1668
 DB1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1668!SPC AZ W     -   0.99999827  x   1.00004340  =   1.00004167
 DB1668!UTM  11      -   0.99999827  x   1.00014818  =   1.00014645
 DB1668
 DB1668                          SUPERSEDED SURVEY CONTROL
 DB1668
 DB1668  NAD 83(1986)-  32 30 31.94665(N)    114 45 20.27392(W) AD(       ) 3
 DB1668  NGVD 29 (04/26/91)   44.8    (m)          147.     (f) VERT ANG       
 DB1668
 DB1668.Superseded values are not recommended for survey control.
 DB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1668.See file dsdata.txt to determine how the superseded data were derived.
 DB1668
 DB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1083799062(NAD 83)
 DB1668_MARKER: N = NAIL
 DB1668_SETTING: 0 = UNSPECIFIED SETTING
 DB1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1668
 DB1668  HISTORY     - Date     Condition        Report By
 DB1668  HISTORY     - 1964     MONUMENTED       USGS
 DB1668
 DB1668                          STATION DESCRIPTION
 DB1668
 DB1668'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1668'LOCATED ABOUT 6.6 MI SSW. OF SOMERTON, 2.5 MI NE. OF PORT OF
 DB1668'ENTRY AT SAN LUIS.  AT APPROXIMATE LOCATION OF NE COR SEC 6 T11S
 DB1668'R24W, IN HIGH LEVEL AREA ON RIM OF MESA.
 DB1668'
 DB1668'TO REACH FROM PORT OF ENTRY AT SAN LUIS, GO 0.4 MI N. ALONG HWY.
 DB1668'95 TO POLE LINE TO E. NEAR RIM OF MESA.  GO 2 MI E. ALONG POLE
 DB1668'LINE TRAIL TO DIM X-RD.  TURN LEFT ON DIM X-RD. AND GO ABOUT 0.3
 DB1668'MI.  TURN LEFT AND TRAVEL CROSS COUNTRY ABOUT 0.2 MI TO HIGHER
 DB1668'GROUND ON RIM OF MESA AND STATION.
 DB1668'
 DB1668'STATION MARK--LARGE BRASS NAIL AND WASHER IN 2 X 2 HUB.
 DB1668'
 DB1668'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1129 ***********************************************************************
 ET1129  DESIGNATION -  ET 1 JEK
 ET1129  PID         -  ET1129
 ET1129  STATE/COUNTY-  AZ/YAVAPAI
 ET1129  USGS QUAD   -  JOES HILL (1969)
 ET1129
 ET1129                         *CURRENT SURVEY CONTROL
 ET1129  ___________________________________________________________________
 ET1129* NAD 83(1992)-  34 07 55.81016(N)    112 00 22.22736(W)     ADJUSTED  
 ET1129* NAVD 88     -      1220.5    (meters)    4004.     (feet)  VERTCON   
 ET1129  ___________________________________________________________________
 ET1129  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 ET1129  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 ET1129
 ET1129  HORZ ORDER  -  THIRD
 ET1129
 ET1129.The horizontal coordinates were established by classical geodetic methods
 ET1129.and adjusted by the National Geodetic Survey in August 1993..
 ET1129
 ET1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1129
 ET1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1129
 ET1129.The geoid height was determined by GEOID03.
 ET1129
 ET1129;                    North         East     Units Scale Factor Converg.
 ET1129;SPC AZ C     -   347,316.715   205,104.513   MT  0.99990084   -0 03 00.8
 ET1129;SPC AZ C     - 1,139,490.53    672,915.07   iFT  0.99990084   -0 03 00.8
 ET1129;UTM  12      - 3,777,267.940   407,224.364   MT  0.99970610   -0 33 52.6
 ET1129
 ET1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1129!SPC AZ C     -   0.99981274  x   0.99990084  =   0.99971360
 ET1129!UTM  12      -   0.99981274  x   0.99970610  =   0.99951890
 ET1129
 ET1129                          SUPERSEDED SURVEY CONTROL
 ET1129
 ET1129  NAD 83(1992)-  34 07 55.80379(N)    112 00 22.22920(W) AD(       ) 3
 ET1129  NGVD 29 (10/09/91) 1219.8    (m)         4002.     (f) VERT ANG       
 ET1129
 ET1129.Superseded values are not recommended for survey control.
 ET1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1129.See file dsdata.txt to determine how the superseded data were derived.
 ET1129
 ET1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0722477268(NAD 83)
 ET1129_MARKER: DD = SURVEY DISK
 ET1129_SETTING: 66 = SET IN ROCK OUTCROP
 ET1129_SP_SET: SET IN ROCK OUTCROP
 ET1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1129+STABILITY: POSITION/ELEVATION WELL
 ET1129
 ET1129  HISTORY     - Date     Condition        Report By
 ET1129  HISTORY     - 1966     MONUMENTED       USGS
 ET1129
 ET1129                          STATION DESCRIPTION
 ET1129
 ET1129'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1129'LOCATED ABOUT 15 MI SE. OF JCT. OF STATE HWY. 69 AND STATE HWY.
 ET1129'79, ABOUT 10 MI NE. OF ROCK SPRINGS, ABOUT 9.5 MI NE. OF CANYON.
 ET1129'ON TIP OF MESA ABOVE SQUAW CREEK, ABOUT 200 FT. S. OF TOP COVERED
 ET1129'WITH INDIAN DWELLINGS.
 ET1129'
 ET1129'REACHED BY HELICOPTER.
 ET1129'
 ET1129'STATION MARK--STANDARD TABLET STAMPED---ET 1 JEK---, CEMENTED IN
 ET1129'ROCK OUTCROP.
 ET1129'
 ET1129'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1669 ***********************************************************************
 DB1669  DESIGNATION -  ET 2
 DB1669  PID         -  DB1669
 DB1669  STATE/COUNTY-  AZ/YUMA
 DB1669  USGS QUAD   -  SOMERTON (1965)
 DB1669
 DB1669                         *CURRENT SURVEY CONTROL
 DB1669  ___________________________________________________________________
 DB1669* NAD 83(1992)-  32 30 54.19257(N)    114 43 33.97908(W)     ADJUSTED  
 DB1669* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 DB1669  ___________________________________________________________________
 DB1669  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DB1669  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB1669
 DB1669  HORZ ORDER  -  THIRD
 DB1669
 DB1669.The horizontal coordinates were established by classical geodetic methods
 DB1669.and adjusted by the National Geodetic Survey in August 1993..
 DB1669
 DB1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1669
 DB1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1669
 DB1669.The geoid height was determined by GEOID03.
 DB1669
 DB1669;                    North         East     Units Scale Factor Converg.
 DB1669;SPC AZ W     -   168,401.820   121,648.297   MT  1.00003702   -0 31 29.0
 DB1669;SPC AZ W     -   552,499.41    399,108.59   iFT  1.00003702   -0 31 29.0
 DB1669;UTM  11      - 3,599,806.822   713,596.043   MT  1.00016262   +1 13 21.8
 DB1669
 DB1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1669!SPC AZ W     -   0.99999737  x   1.00003702  =   1.00003439
 DB1669!UTM  11      -   0.99999737  x   1.00016262  =   1.00015999
 DB1669
 DB1669                          SUPERSEDED SURVEY CONTROL
 DB1669
 DB1669  NAD 83(1986)-  32 30 54.20726(N)    114 43 33.98942(W) AD(       ) 3
 DB1669  NGVD 29 (04/26/91)   50.5    (m)          166.     (f) VERT ANG       
 DB1669
 DB1669.Superseded values are not recommended for survey control.
 DB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1669.See file dsdata.txt to determine how the superseded data were derived.
 DB1669
 DB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1359699807(NAD 83)
 DB1669_MARKER: N = NAIL
 DB1669_SETTING: 0 = UNSPECIFIED SETTING
 DB1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1669
 DB1669  HISTORY     - Date     Condition        Report By
 DB1669  HISTORY     - 1964     MONUMENTED       USGS
 DB1669
 DB1669                          STATION DESCRIPTION
 DB1669
 DB1669'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1669'LOCATED ABOUT 3 MI WNW. OF SE COR T10S R24W, ABOUT 1 MI SW. OF
 DB1669'PROMINENT RANCH HOUSE.  ON TOP OF SANDY RIDGE.  TRACK RD. PASSES
 DB1669'ABOUT 300 FT NW. OF STATION.
 DB1669'
 DB1669'TO REACH NOT GIVEN.
 DB1669'
 DB1669'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB DRIVEN IN
 DB1669'GROUND.
 DB1669'
 DB1669'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1161 ***********************************************************************
 ES1161  DESIGNATION -  ET 2 JEK
 ES1161  PID         -  ES1161
 ES1161  STATE/COUNTY-  AZ/YAVAPAI
 ES1161  USGS QUAD   -  COOKS MESA (1967)
 ES1161
 ES1161                         *CURRENT SURVEY CONTROL
 ES1161  ___________________________________________________________________
 ES1161* NAD 83(1992)-  34 04 45.64257(N)    111 59 09.01006(W)     ADJUSTED  
 ES1161* NAVD 88     -      1800.5    (meters)    5907.     (feet)  VERTCON   
 ES1161  ___________________________________________________________________
 ES1161  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 ES1161  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 ES1161
 ES1161  HORZ ORDER  -  THIRD
 ES1161
 ES1161.The horizontal coordinates were established by classical geodetic methods
 ES1161.and adjusted by the National Geodetic Survey in August 1993..
 ES1161
 ES1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1161
 ES1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1161
 ES1161.The geoid height was determined by GEOID03.
 ES1161
 ES1161;                    North         East     Units Scale Factor Converg.
 ES1161;SPC AZ C     -   341,456.340   206,976.380   MT  0.99990050   -0 02 19.5
 ES1161;SPC AZ C     - 1,120,263.58    679,056.36   iFT  0.99990050   -0 02 19.5
 ES1161;UTM  12      - 3,771,392.163   409,043.221   MT  0.99970198   -0 33 08.8
 ES1161
 ES1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1161!SPC AZ C     -   0.99972174  x   0.99990050  =   0.99962227
 ES1161!UTM  12      -   0.99972174  x   0.99970198  =   0.99942380
 ES1161
 ES1161                          SUPERSEDED SURVEY CONTROL
 ES1161
 ES1161  NAD 83(1992)-  34 04 45.63618(N)    111 59 09.01496(W) AD(       ) 3
 ES1161  NGVD 29 (10/09/91) 1799.8    (m)         5905.     (f) VERT ANG       
 ES1161
 ES1161.Superseded values are not recommended for survey control.
 ES1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1161.See file dsdata.txt to determine how the superseded data were derived.
 ES1161
 ES1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0904371392(NAD 83)
 ES1161_MARKER: DD = SURVEY DISK
 ES1161_SETTING: 80 = SET IN A BOULDER
 ES1161_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1161+STABILITY: SURFACE MOTION
 ES1161
 ES1161  HISTORY     - Date     Condition        Report By
 ES1161  HISTORY     - 1966     MONUMENTED       USGS
 ES1161
 ES1161                          STATION DESCRIPTION
 ES1161
 ES1161'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1161'LOCATED ABOUT 34 MI SW. OF CAMP VERDE, 18 MI SE. OF CORDES
 ES1161'JUNCTION, 9 MI E. OF CANYON.  ON HIGH, PROMINENT, ROCKY TOP.
 ES1161'
 ES1161'REACHED BY HELICOPTER.
 ES1161'
 ES1161'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 2 JEK 1966---,
 ES1161'CEMENTED IN DRILL HOLE IN ROCK.
 ES1161'
 ES1161'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1670 ***********************************************************************
 DB1670  DESIGNATION -  ET 3
 DB1670  PID         -  DB1670
 DB1670  STATE/COUNTY-  AZ/YUMA
 DB1670  USGS QUAD   -  YUMA SE (1965)
 DB1670
 DB1670                         *CURRENT SURVEY CONTROL
 DB1670  ___________________________________________________________________
 DB1670* NAD 83(1992)-  32 30 28.67694(N)    114 34 17.01443(W)     ADJUSTED  
 DB1670* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 DB1670  ___________________________________________________________________
 DB1670  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DB1670  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DB1670
 DB1670  HORZ ORDER  -  THIRD
 DB1670
 DB1670.The horizontal coordinates were established by classical geodetic methods
 DB1670.and adjusted by the National Geodetic Survey in August 1993..
 DB1670
 DB1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1670
 DB1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1670
 DB1670.The geoid height was determined by GEOID03.
 DB1670
 DB1670;                    North         East     Units Scale Factor Converg.
 DB1670;SPC AZ W     -   167,493.266   136,178.982   MT  1.00000676   -0 26 29.2
 DB1670;SPC AZ W     -   549,518.59    446,781.44   iFT  1.00000676   -0 26 29.2
 DB1670;UTM  11      - 3,599,341.672   728,150.300   MT  1.00024192   +1 18 20.7
 DB1670
 DB1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1670!SPC AZ W     -   0.99999169  x   1.00000676  =   0.99999845
 DB1670!UTM  11      -   0.99999169  x   1.00024192  =   1.00023361
 DB1670
 DB1670                          SUPERSEDED SURVEY CONTROL
 DB1670
 DB1670  NAD 83(1986)-  32 30 28.68651(N)    114 34 17.02512(W) AD(       ) 3
 DB1670  NGVD 29 (04/26/91)   86.5    (m)          284.     (f) VERT ANG       
 DB1670
 DB1670.Superseded values are not recommended for survey control.
 DB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1670.See file dsdata.txt to determine how the superseded data were derived.
 DB1670
 DB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2815099342(NAD 83)
 DB1670_MARKER: N = NAIL
 DB1670_SETTING: 0 = UNSPECIFIED SETTING
 DB1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1670
 DB1670  HISTORY     - Date     Condition        Report By
 DB1670  HISTORY     - 1964     MONUMENTED       USGS
 DB1670
 DB1670                          STATION DESCRIPTION
 DB1670
 DB1670'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1670'LOCATED ABOUT 450 FT S. OF 1/4 COR SEC 36 T10S R23W.
 DB1670'
 DB1670'TO REACH NOT GIVEN.
 DB1670'
 DB1670'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB ON LOW, SANDY
 DB1670'RISE.
 DB1670'
 DB1670'RMS--NONE SET.
 DB1670'
 DB1670'QC 1N/11S/23W--GENERAL LAND OFFICE BRASS CAP STAMPED---CC 1/4 S1---
 DB1670'ON IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1162 ***********************************************************************
 ES1162  DESIGNATION -  ET 3 JEK
 ES1162  PID         -  ES1162
 ES1162  STATE/COUNTY-  AZ/YAVAPAI
 ES1162  USGS QUAD   -  COOKS MESA (1967)
 ES1162
 ES1162                         *CURRENT SURVEY CONTROL
 ES1162  ___________________________________________________________________
 ES1162* NAD 83(1992)-  34 04 54.59415(N)    111 53 12.66086(W)     ADJUSTED  
 ES1162* NAVD 88     -      1576.5    (meters)    5172.     (feet)  VERTCON   
 ES1162  ___________________________________________________________________
 ES1162  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 ES1162  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 ES1162
 ES1162  HORZ ORDER  -  THIRD
 ES1162
 ES1162.The horizontal coordinates were established by classical geodetic methods
 ES1162.and adjusted by the National Geodetic Survey in August 1993..
 ES1162
 ES1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1162
 ES1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1162
 ES1162.The geoid height was determined by GEOID03.
 ES1162
 ES1162;                    North         East     Units Scale Factor Converg.
 ES1162;SPC AZ C     -   341,730.372   216,111.665   MT  0.99990009   +0 01 00.2
 ES1162;SPC AZ C     - 1,121,162.64    709,027.77   iFT  0.99990009   +0 01 00.2
 ES1162;UTM  12      - 3,771,584.242   418,178.695   MT  0.99968252   -0 29 49.2
 ES1162
 ES1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1162!SPC AZ C     -   0.99975685  x   0.99990009  =   0.99965696
 ES1162!UTM  12      -   0.99975685  x   0.99968252  =   0.99943945
 ES1162
 ES1162                          SUPERSEDED SURVEY CONTROL
 ES1162
 ES1162  NAD 83(1992)-  34 04 54.58892(N)    111 53 12.66546(W) AD(       ) 3
 ES1162  NGVD 29 (10/09/91) 1575.8    (m)         5170.     (f) VERT ANG       
 ES1162
 ES1162.Superseded values are not recommended for survey control.
 ES1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1162.See file dsdata.txt to determine how the superseded data were derived.
 ES1162
 ES1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1817971584(NAD 83)
 ES1162_MARKER: DD = SURVEY DISK
 ES1162_SETTING: 80 = SET IN A BOULDER
 ES1162_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1162+STABILITY: SURFACE MOTION
 ES1162
 ES1162  HISTORY     - Date     Condition        Report By
 ES1162  HISTORY     - 1966     MONUMENTED       USGS
 ES1162
 ES1162                          STATION DESCRIPTION
 ES1162
 ES1162'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1162'LOCATED ABOUT 34 MI S. OF CAMP VERDE, 22 MI SE. OF CORDES
 ES1162'JUNCTION, 15 MI E. OF CANYON.  ON NORTHEAST POINT OF MESA.
 ES1162'
 ES1162'REACHED BY HELICOPTER.
 ES1162'
 ES1162'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 3 JEK 1966---,
 ES1162'CEMENTED IN DRILL HOLE IN ROCK.
 ES1162'
 ES1162'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1671 ***********************************************************************
 DB1671  DESIGNATION -  ET 4
 DB1671  PID         -  DB1671
 DB1671  STATE/COUNTY-  AZ/YUMA
 DB1671  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1671
 DB1671                         *CURRENT SURVEY CONTROL
 DB1671  ___________________________________________________________________
 DB1671* NAD 83(1992)-  32 29 01.66550(N)    114 34 38.89488(W)     ADJUSTED  
 DB1671* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 DB1671  ___________________________________________________________________
 DB1671  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DB1671  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DB1671
 DB1671  HORZ ORDER  -  THIRD
 DB1671
 DB1671.The horizontal coordinates were established by classical geodetic methods
 DB1671.and adjusted by the National Geodetic Survey in August 1993..
 DB1671
 DB1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1671
 DB1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1671
 DB1671.The geoid height was determined by GEOID03.
 DB1671
 DB1671;                    North         East     Units Scale Factor Converg.
 DB1671;SPC AZ W     -   164,817.415   135,587.066   MT  1.00000789   -0 26 39.9
 DB1671;SPC AZ W     -   540,739.55    444,839.46   iFT  1.00000789   -0 26 39.9
 DB1671;UTM  11      - 3,596,648.395   727,640.098   MT  1.00023905   +1 18 05.8
 DB1671
 DB1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1671!SPC AZ W     -   0.99999352  x   1.00000789  =   1.00000141
 DB1671!UTM  11      -   0.99999352  x   1.00023905  =   1.00023257
 DB1671
 DB1671                          SUPERSEDED SURVEY CONTROL
 DB1671
 DB1671  NAD 83(1986)-  32 29 01.67532(N)    114 34 38.90690(W) AD(       ) 3
 DB1671  NGVD 29 (04/26/91)   74.9    (m)          246.     (f) VERT ANG       
 DB1671
 DB1671.Superseded values are not recommended for survey control.
 DB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1671.See file dsdata.txt to determine how the superseded data were derived.
 DB1671
 DB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2764096648(NAD 83)
 DB1671_MARKER: N = NAIL
 DB1671_SETTING: 0 = UNSPECIFIED SETTING
 DB1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1671
 DB1671  HISTORY     - Date     Condition        Report By
 DB1671  HISTORY     - 1964     MONUMENTED       USGS
 DB1671
 DB1671                          STATION DESCRIPTION
 DB1671
 DB1671'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1671'LOCATED ABOUT 1.5 MI NW. OF SE COR SEC 13 T11S R22W.  ON TOP OF
 DB1671'SMALL HILL.
 DB1671'
 DB1671'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1671'
 DB1671'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB DRIVEN IN
 DB1671'GROUND.
 DB1671'
 DB1671'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1163 ***********************************************************************
 ES1163  DESIGNATION -  ET 4 JEK
 ES1163  PID         -  ES1163
 ES1163  STATE/COUNTY-  AZ/YAVAPAI
 ES1163  USGS QUAD   -  BLOODY BASIN (1967)
 ES1163
 ES1163                         *CURRENT SURVEY CONTROL
 ES1163  ___________________________________________________________________
 ES1163* NAD 83(1992)-  34 07 41.33949(N)    111 52 24.05496(W)     ADJUSTED  
 ES1163* NAVD 88     -      1416.1    (meters)    4646.     (feet)  VERTCON   
 ES1163  ___________________________________________________________________
 ES1163  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 ES1163  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 ES1163
 ES1163  HORZ ORDER  -  THIRD
 ES1163
 ES1163.The horizontal coordinates were established by classical geodetic methods
 ES1163.and adjusted by the National Geodetic Survey in August 1993..
 ES1163
 ES1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1163
 ES1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1163
 ES1163.The geoid height was determined by GEOID03.
 ES1163
 ES1163;                    North         East     Units Scale Factor Converg.
 ES1163;SPC AZ C     -   346,868.112   217,355.511   MT  0.99990020   +0 01 27.5
 ES1163;SPC AZ C     - 1,138,018.74    713,108.63   iFT  0.99990020   +0 01 27.5
 ES1163;UTM  12      - 3,776,709.494   419,468.300   MT  0.99967994   -0 29 24.1
 ES1163
 ES1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1163!SPC AZ C     -   0.99978200  x   0.99990020  =   0.99968222
 ES1163!UTM  12      -   0.99978200  x   0.99967994  =   0.99946201
 ES1163
 ES1163                          SUPERSEDED SURVEY CONTROL
 ES1163
 ES1163  NAD 83(1992)-  34 07 41.33427(N)    111 52 24.05860(W) AD(       ) 3
 ES1163  NGVD 29 (10/09/91) 1415.4    (m)         4644.     (f) VERT ANG       
 ES1163
 ES1163.Superseded values are not recommended for survey control.
 ES1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1163.See file dsdata.txt to determine how the superseded data were derived.
 ES1163
 ES1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1946876709(NAD 83)
 ES1163_MARKER: DD = SURVEY DISK
 ES1163_SETTING: 80 = SET IN A BOULDER
 ES1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1163+STABILITY: SURFACE MOTION
 ES1163
 ES1163  HISTORY     - Date     Condition        Report By
 ES1163  HISTORY     - 1966     MONUMENTED       USGS
 ES1163
 ES1163                          STATION DESCRIPTION
 ES1163
 ES1163'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1163'LOCATED ABOUT 17.5 MI SSE. OF DUGAS RANCH, 5.5 MI W. OF DAGAR
 ES1163'RANCH, ABOUT 3 MI WNW. OF WEST CEDAR MTN., ABOUT 3 MI N. OF LIME
 ES1163'CREEK.  ON MIDDLE TOP OF LONG, N.-S. RIDGE.
 ES1163'
 ES1163'REACHED BY HELICOPTER.
 ES1163'
 ES1163'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 4 JEK---, SET
 ES1163'IN LARGE ROCK.
 ES1163'
 ES1163'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1672 ***********************************************************************
 DB1672  DESIGNATION -  ET 5
 DB1672  PID         -  DB1672
 DB1672  STATE/COUNTY-  AZ/YUMA
 DB1672  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1672
 DB1672                         *CURRENT SURVEY CONTROL
 DB1672  ___________________________________________________________________
 DB1672* NAD 83(1992)-  32 26 28.51944(N)    114 33 45.10826(W)     ADJUSTED  
 DB1672* NAVD 88     -       214.0    (meters)     702.     (feet)  VERTCON   
 DB1672  ___________________________________________________________________
 DB1672  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DB1672  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DB1672
 DB1672  HORZ ORDER  -  THIRD
 DB1672
 DB1672.The horizontal coordinates were established by classical geodetic methods
 DB1672.and adjusted by the National Geodetic Survey in August 1993..
 DB1672
 DB1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1672
 DB1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1672
 DB1672.The geoid height was determined by GEOID03.
 DB1672
 DB1672;                    North         East     Units Scale Factor Converg.
 DB1672;SPC AZ W     -   160,089.198   136,955.456   MT  1.00000529   -0 26 09.2
 DB1672;SPC AZ W     -   525,227.03    449,328.92   iFT  1.00000529   -0 26 09.2
 DB1672;UTM  11      - 3,591,962.932   729,152.193   MT  1.00024758   +1 18 29.2
 DB1672
 DB1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1672!SPC AZ W     -   0.99997181  x   1.00000529  =   0.99997710
 DB1672!UTM  11      -   0.99997181  x   1.00024758  =   1.00021938
 DB1672
 DB1672                          SUPERSEDED SURVEY CONTROL
 DB1672
 DB1672  NAD 83(1986)-  32 26 28.52861(N)    114 33 45.12248(W) AD(       ) 3
 DB1672  NGVD 29 (04/26/91)  213.3    (m)          700.     (f) VERT ANG       
 DB1672
 DB1672.Superseded values are not recommended for survey control.
 DB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1672.See file dsdata.txt to determine how the superseded data were derived.
 DB1672
 DB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2915291963(NAD 83)
 DB1672_MARKER: N = NAIL
 DB1672_SETTING: 0 = UNSPECIFIED SETTING
 DB1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1672
 DB1672  HISTORY     - Date     Condition        Report By
 DB1672  HISTORY     - 1964     MONUMENTED       USGS
 DB1672
 DB1672                          STATION DESCRIPTION
 DB1672
 DB1672'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1672'LOCATED 1.2 MI N. OF NE COR T12S R22W.  ON SLIGHT RISE IN SANDY
 DB1672'AND BRUSHY AREA.
 DB1672'
 DB1672'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1672'
 DB1672'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB.
 DB1672'
 DB1672'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1164 ***********************************************************************
 ES1164  DESIGNATION -  ET 5 JEK
 ES1164  PID         -  ES1164
 ES1164  STATE/COUNTY-  AZ/YAVAPAI
 ES1164  USGS QUAD   -  ROVER PEAK (1967)
 ES1164
 ES1164                         *CURRENT SURVEY CONTROL
 ES1164  ___________________________________________________________________
 ES1164* NAD 83(1992)-  34 06 52.58455(N)    111 49 11.45396(W)     ADJUSTED  
 ES1164* NAVD 88     -      1673.7    (meters)    5491.     (feet)  VERTCON   
 ES1164  ___________________________________________________________________
 ES1164  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 ES1164  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 ES1164
 ES1164  HORZ ORDER  -  THIRD
 ES1164
 ES1164.The horizontal coordinates were established by classical geodetic methods
 ES1164.and adjusted by the National Geodetic Survey in August 1993..
 ES1164
 ES1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1164
 ES1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1164
 ES1164.The geoid height was determined by GEOID03.
 ES1164
 ES1164;                    North         East     Units Scale Factor Converg.
 ES1164;SPC AZ C     -   345,369.392   222,291.620   MT  0.99990098   +0 03 15.5
 ES1164;SPC AZ C     - 1,133,101.68    729,303.22   iFT  0.99990098   +0 03 15.5
 ES1164;UTM  12      - 3,775,166.881   424,389.650   MT  0.99967047   -0 27 35.4
 ES1164
 ES1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1164!SPC AZ C     -   0.99974160  x   0.99990098  =   0.99964260
 ES1164!UTM  12      -   0.99974160  x   0.99967047  =   0.99941215
 ES1164
 ES1164                          SUPERSEDED SURVEY CONTROL
 ES1164
 ES1164  NAD 83(1992)-  34 06 52.58030(N)    111 49 11.45701(W) AD(       ) 3
 ES1164  NGVD 29 (10/09/91) 1673.0    (m)         5489.     (f) VERT ANG       
 ES1164
 ES1164.Superseded values are not recommended for survey control.
 ES1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1164.See file dsdata.txt to determine how the superseded data were derived.
 ES1164
 ES1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2439075167(NAD 83)
 ES1164_MARKER: DD = SURVEY DISK
 ES1164_SETTING: 0 = UNSPECIFIED SETTING
 ES1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1164
 ES1164  HISTORY     - Date     Condition        Report By
 ES1164  HISTORY     - 1966     MONUMENTED       USGS
 ES1164
 ES1164                          STATION DESCRIPTION
 ES1164
 ES1164'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1164'LOCATED 2.8 MI S. OF TRIANGULATION STATION BLOODY, ABOUT 2 MI NW.
 ES1164'OF EAST CEDAR MTN.  ON HIGH, PROMINENT PEAK CALLED WEST CEDAR.
 ES1164'
 ES1164'REACHED BY HELICOPTER.
 ES1164'
 ES1164'STATION MARK--STANDARD TABLET STAMPED---ET 5 JEK 1966---.
 ES1164'
 ES1164'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1673 ***********************************************************************
 DB1673  DESIGNATION -  ET 6
 DB1673  PID         -  DB1673
 DB1673  STATE/COUNTY-  AZ/YUMA
 DB1673  USGS QUAD   -  GADSDEN (1973)
 DB1673
 DB1673                         *CURRENT SURVEY CONTROL
 DB1673  ___________________________________________________________________
 DB1673* NAD 83(1992)-  32 29 58.82569(N)    114 46 57.69224(W)     ADJUSTED  
 DB1673* NAVD 88     -        44.8    (meters)     147.     (feet)  VERTCON   
 DB1673  ___________________________________________________________________
 DB1673  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DB1673  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1673
 DB1673  HORZ ORDER  -  THIRD
 DB1673
 DB1673.The horizontal coordinates were established by classical geodetic methods
 DB1673.and adjusted by the National Geodetic Survey in August 1993..
 DB1673
 DB1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1673
 DB1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1673
 DB1673.The geoid height was determined by GEOID03.
 DB1673
 DB1673;                    North         East     Units Scale Factor Converg.
 DB1673;SPC AZ W     -   166,746.380   116,314.806   MT  1.00004943   -0 33 17.7
 DB1673;SPC AZ W     -   547,068.18    381,610.26   iFT  1.00004943   -0 33 17.7
 DB1673;UTM  11      - 3,597,989.356   708,314.943   MT  1.00013514   +1 11 30.4
 DB1673
 DB1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1673!SPC AZ W     -   0.99999839  x   1.00004943  =   1.00004782
 DB1673!UTM  11      -   0.99999839  x   1.00013514  =   1.00013353
 DB1673
 DB1673                          SUPERSEDED SURVEY CONTROL
 DB1673
 DB1673  NAD 83(1986)-  32 29 58.83997(N)    114 46 57.70247(W) AD(       ) 3
 DB1673  NGVD 29 (04/26/91)   44.1    (m)          145.     (f) VERT ANG       
 DB1673
 DB1673.Superseded values are not recommended for survey control.
 DB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1673.See file dsdata.txt to determine how the superseded data were derived.
 DB1673
 DB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0831597989(NAD 83)
 DB1673_MARKER: N = NAIL
 DB1673_SETTING: 0 = UNSPECIFIED SETTING
 DB1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1673
 DB1673  HISTORY     - Date     Condition        Report By
 DB1673  HISTORY     - 1964     MONUMENTED       USGS
 DB1673
 DB1673                          STATION DESCRIPTION
 DB1673
 DB1673'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1673'LOCATED ABOUT 1 MI N. OF SAN LUIS, MEXICO, ABOUT 0.5 MI E. OF US
 DB1673'HWY. 95.  ON SANDY RIDGE OVERLOOKING FARMLAND TO N.
 DB1673'
 DB1673'TO REACH DRIVE TO STATION.
 DB1673'
 DB1673'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB.
 DB1673'
 DB1673'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1674 ***********************************************************************
 DB1674  DESIGNATION -  ET 7
 DB1674  PID         -  DB1674
 DB1674  STATE/COUNTY-  AZ/YUMA
 DB1674  USGS QUAD   -  YUMA WEST (1979)
 DB1674
 DB1674                         *CURRENT SURVEY CONTROL
 DB1674  ___________________________________________________________________
 DB1674* NAD 83(1992)-  32 37 32.87529(N)    114 37 58.22138(W)     ADJUSTED  
 DB1674* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 DB1674  ___________________________________________________________________
 DB1674  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1674  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DB1674
 DB1674  HORZ ORDER  -  THIRD
 DB1674
 DB1674.The horizontal coordinates were established by classical geodetic methods
 DB1674.and adjusted by the National Geodetic Survey in August 1993..
 DB1674
 DB1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1674
 DB1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1674
 DB1674.The geoid height was determined by GEOID03.
 DB1674
 DB1674;                    North         East     Units Scale Factor Converg.
 DB1674;SPC AZ W     -   180,606.491   130,513.461   MT  1.00001794   -0 28 33.6
 DB1674;SPC AZ W     -   592,540.98    428,193.77   iFT  1.00001794   -0 28 33.6
 DB1674;UTM  11      - 3,612,278.516   722,085.676   MT  1.00020823   +1 16 36.4
 DB1674
 DB1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1674!SPC AZ W     -   0.99999675  x   1.00001794  =   1.00001469
 DB1674!UTM  11      -   0.99999675  x   1.00020823  =   1.00020498
 DB1674
 DB1674                          SUPERSEDED SURVEY CONTROL
 DB1674
 DB1674  NAD 83(1986)-  32 37 32.88873(N)    114 37 58.22942(W) AD(       ) 3
 DB1674  NGVD 29 (04/26/91)   54.0    (m)          177.     (f) VERT ANG       
 DB1674
 DB1674.Superseded values are not recommended for survey control.
 DB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1674.See file dsdata.txt to determine how the superseded data were derived.
 DB1674
 DB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2208612279(NAD 83)
 DB1674_MARKER: N = NAIL
 DB1674_SETTING: 0 = UNSPECIFIED SETTING
 DB1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1674
 DB1674  HISTORY     - Date     Condition        Report By
 DB1674  HISTORY     - 1964     MONUMENTED       USGS
 DB1674
 DB1674                          STATION DESCRIPTION
 DB1674
 DB1674'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1674'LOCATED 1 MI W. OF STATION 1-13A.  IN SOUTHWEST CORNER OF T-RD.
 DB1674'INTERSECTION.
 DB1674'
 DB1674'TO REACH NOT GIVEN.
 DB1674'
 DB1674'STATION MARK--BRASS NAIL AND WASHER IN TOP OF 2 X 2 WOODEN HUB.
 DB1674'
 DB1674'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1675 ***********************************************************************
 DB1675  DESIGNATION -  ET 8
 DB1675  PID         -  DB1675
 DB1675  STATE/COUNTY-  AZ/YUMA
 DB1675  USGS QUAD   -  YUMA EAST (1994)
 DB1675
 DB1675                         *CURRENT SURVEY CONTROL
 DB1675  ___________________________________________________________________
 DB1675* NAD 83(1992)-  32 37 33.55039(N)    114 36 08.79018(W)     ADJUSTED  
 DB1675* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 DB1675  ___________________________________________________________________
 DB1675  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DB1675  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DB1675
 DB1675  HORZ ORDER  -  THIRD
 DB1675
 DB1675.The horizontal coordinates were established by classical geodetic methods
 DB1675.and adjusted by the National Geodetic Survey in August 1993..
 DB1675
 DB1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1675
 DB1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1675
 DB1675.The geoid height was determined by GEOID03.
 DB1675
 DB1675;                    North         East     Units Scale Factor Converg.
 DB1675;SPC AZ W     -   180,603.995   133,366.256   MT  1.00001221   -0 27 34.6
 DB1675;SPC AZ W     -   592,532.79    437,553.33   iFT  1.00001221   -0 27 34.6
 DB1675;UTM  11      - 3,612,363.298   724,937.785   MT  1.00022395   +1 17 35.5
 DB1675
 DB1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1675!SPC AZ W     -   0.99999548  x   1.00001221  =   1.00000769
 DB1675!UTM  11      -   0.99999548  x   1.00022395  =   1.00021943
 DB1675
 DB1675                          SUPERSEDED SURVEY CONTROL
 DB1675
 DB1675  NAD 83(1986)-  32 37 33.56302(N)    114 36 08.79807(W) AD(       ) 3
 DB1675  NGVD 29 (04/26/91)   62.1    (m)          204.     (f) VERT ANG       
 DB1675
 DB1675.Superseded values are not recommended for survey control.
 DB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1675.See file dsdata.txt to determine how the superseded data were derived.
 DB1675
 DB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2493812363(NAD 83)
 DB1675_MARKER: I = METAL ROD
 DB1675_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DB1675_SP_SET: OBJECT DRIVEN INTO GROUND
 DB1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1675
 DB1675  HISTORY     - Date     Condition        Report By
 DB1675  HISTORY     - 1964     MONUMENTED       USGS
 DB1675
 DB1675                          STATION DESCRIPTION
 DB1675
 DB1675'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1675'LOCATED ABOUT 0.5 MI W. OF SW COR SEC 22 T9S R23E.  ON NORTH SIDE
 DB1675'OF RD., SW. OF DITCH CORNER, 3 FT E. OF POWER POLE 4K 77.
 DB1675'
 DB1675'TO REACH NOT GIVEN.
 DB1675'
 DB1675'STATION MARK--1/2-INCH WELDING ROD DRIVEN IN GROUND AND
 DB1675'PROJECTING 0.2 FT.
 DB1675'
 DB1675'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0583 ***********************************************************************
 GP0583  DESIGNATION -  ET A 1
 GP0583  PID         -  GP0583
 GP0583  STATE/COUNTY-  AZ/COCONINO
 GP0583  USGS QUAD   -  PAGE (1985)
 GP0583
 GP0583                         *CURRENT SURVEY CONTROL
 GP0583  ___________________________________________________________________
 GP0583* NAD 83(1992)-  36 57 21.54255(N)    111 27 15.08364(W)     ADJUSTED  
 GP0583* NAVD 88     -      1192.6    (meters)    3913.     (feet)  VERTCON   
 GP0583  ___________________________________________________________________
 GP0583  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0583  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0583
 GP0583  HORZ ORDER  -  THIRD
 GP0583
 GP0583.The horizontal coordinates were established by classical geodetic methods
 GP0583.and adjusted by the National Geodetic Survey in August 1993..
 GP0583
 GP0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0583
 GP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0583
 GP0583.The geoid height was determined by GEOID03.
 GP0583
 GP0583;                    North         East     Units Scale Factor Converg.
 GP0583;SPC AZ C     -   660,685.750   254,545.553   MT  0.99992089   +0 16 41.0
 GP0583;SPC AZ C     - 2,167,604.17    835,123.21   iFT  0.99992089   +0 16 41.0
 GP0583;UTM  12      - 4,090,085.910   459,564.568   MT  0.99962014   -0 16 23.0
 GP0583
 GP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0583!SPC AZ C     -   0.99981656  x   0.99992089  =   0.99973747
 GP0583!UTM  12      -   0.99981656  x   0.99962014  =   0.99943677
 GP0583
 GP0583:                Primary Azimuth Mark                     Grid Az
 GP0583:SPC AZ C     -  ANTELOPE                                 218 32 30.0
 GP0583:UTM  12      -  ANTELOPE                                 219 05 34.0
 GP0583
 GP0583|---------------------------------------------------------------------|
 GP0583| PID    Reference Object                     Distance      Geod. Az  |
 GP0583|                                                           dddmmss.s |
 GP0583| GP0570 ANTELOPE                            APPROX. 2.3 KM 2184911.0 |
 GP0583|---------------------------------------------------------------------|
 GP0583
 GP0583                          SUPERSEDED SURVEY CONTROL
 GP0583
 GP0583  NAD 83(1986)-  36 57 21.53752(N)    111 27 15.08472(W) AD(       ) 3
 GP0583  NAD 27      -  36 57 21.58050(N)    111 27 12.51973(W) AD(       ) 3
 GP0583  NGVD 29 (07/19/86) 1191.7    (m)         3910.     (f) VERT ANG       
 GP0583
 GP0583.Superseded values are not recommended for survey control.
 GP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0583.See file dsdata.txt to determine how the superseded data were derived.
 GP0583
 GP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5956590086(NAD 83)
 GP0583_MARKER: DD = SURVEY DISK
 GP0583_SETTING: 66 = SET IN ROCK OUTCROP
 GP0583_SP_SET: SET IN ROCK OUTCROP
 GP0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0583+STABILITY: POSITION/ELEVATION WELL
 GP0583
 GP0583  HISTORY     - Date     Condition        Report By
 GP0583  HISTORY     - 1959     MONUMENTED       USGS
 GP0583
 GP0583                          STATION DESCRIPTION
 GP0583
 GP0583'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0583'LOCATED ABOUT 2 MI. NE. OF GLEN CANYON DAM, 1.8 MI. E. OF THE
 GP0583'JUNCTION OF WAHWEAP CREEK AND THE COLORADO RIVER, AND 0.5 MI. W.
 GP0583'OF THE COLORADO RIVER, AT THE HIGHEST POINT ON A ROCKY TOP.
 GP0583'
 GP0583'STATION REACHED BY HELICOPTER.
 GP0583'
 GP0583'STATION MARK--STANDARD TABLET, STAMPED ---ET A 1 1959---, SET IN
 GP0583'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0562 ***********************************************************************
 GP0562  DESIGNATION -  ET A 10
 GP0562  PID         -  GP0562
 GP0562  STATE/COUNTY-  AZ/COCONINO
 GP0562  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0562
 GP0562                         *CURRENT SURVEY CONTROL
 GP0562  ___________________________________________________________________
 GP0562* NAD 83(1992)-  36 56 48.44996(N)    111 20 00.52060(W)     ADJUSTED  
 GP0562* NAVD 88     -      1354.8    (meters)    4445.     (feet)  VERTCON   
 GP0562  ___________________________________________________________________
 GP0562  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GP0562  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0562
 GP0562  HORZ ORDER  -  THIRD
 GP0562
 GP0562.The horizontal coordinates were established by classical geodetic methods
 GP0562.and adjusted by the National Geodetic Survey in November 1997..
 GP0562
 GP0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0562
 GP0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0562
 GP0562.The geoid height was determined by GEOID03.
 GP0562
 GP0562;                    North         East     Units Scale Factor Converg.
 GP0562;SPC AZ C     -   659,724.673   265,301.809   MT  0.99993323   +0 21 02.0
 GP0562;SPC AZ C     - 2,164,451.03    870,412.76   iFT  0.99993323   +0 21 02.0
 GP0562;UTM  12      - 4,089,021.761   470,307.735   MT  0.99961086   -0 12 01.6
 GP0562
 GP0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0562!SPC AZ C     -   0.99979112  x   0.99993323  =   0.99972436
 GP0562!UTM  12      -   0.99979112  x   0.99961086  =   0.99940206
 GP0562
 GP0562:                Primary Azimuth Mark                     Grid Az
 GP0562:SPC AZ C     -  ET A 6                                   300 34 46.5
 GP0562:UTM  12      -  ET A 6                                   301 07 50.1
 GP0562
 GP0562|---------------------------------------------------------------------|
 GP0562| PID    Reference Object                     Distance      Geod. Az  |
 GP0562|                                                           dddmmss.s |
 GP0562| GP0564 ET A 6                              APPROX. 2.6 KM 3005548.5 |
 GP0562|---------------------------------------------------------------------|
 GP0562
 GP0562                          SUPERSEDED SURVEY CONTROL
 GP0562
 GP0562  NAD 83(1992)-  36 56 48.44844(N)    111 20 00.51891(W) AD(       ) 3
 GP0562  NAD 83(1986)-  36 56 48.44379(N)    111 20 00.51859(W) AD(       ) 3
 GP0562  NAD 27      -  36 56 48.47673(N)    111 19 57.96888(W) AD(       ) 3
 GP0562  NGVD 29 (07/19/86) 1353.8    (m)         4442.     (f) VERT ANG       
 GP0562
 GP0562.Superseded values are not recommended for survey control.
 GP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0562.See file dsdata.txt to determine how the superseded data were derived.
 GP0562
 GP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7030889022(NAD 83)
 GP0562_MARKER: DD = SURVEY DISK
 GP0562_SETTING: 66 = SET IN ROCK OUTCROP
 GP0562_SP_SET: SET IN ROCK OUTCROP
 GP0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0562+STABILITY: POSITION/ELEVATION WELL
 GP0562
 GP0562  HISTORY     - Date     Condition        Report By
 GP0562  HISTORY     - 1959     MONUMENTED       USGS
 GP0562
 GP0562                          STATION DESCRIPTION
 GP0562
 GP0562'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0562'LOCATED ABOUT 8.2 MI. E. OF GLEN CANYON DAM ON THE HIGH GROUND ON
 GP0562'THE W. SIDE OF NAVAJO CREEK 3.2 MI. ABOVE ITS JUNCTION WITH THE
 GP0562'COLORADO RIVER.
 GP0562'
 GP0562'STATION REACHED BY HELICOPTER.
 GP0562'
 GP0562'STATION MARK--STANDARD TABLET, STAMPED ---ET A 10 1959---, CEMENTED
 GP0562'IN FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0561 ***********************************************************************
 GP0561  DESIGNATION -  ET A 11
 GP0561  PID         -  GP0561
 GP0561  STATE/COUNTY-  AZ/COCONINO
 GP0561  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0561
 GP0561                         *CURRENT SURVEY CONTROL
 GP0561  ___________________________________________________________________
 GP0561* NAD 83(1992)-  36 55 10.95862(N)    111 19 46.76915(W)     ADJUSTED  
 GP0561* NAVD 88     -      1408.4    (meters)    4621.     (feet)  VERTCON   
 GP0561  ___________________________________________________________________
 GP0561  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GP0561  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0561
 GP0561  HORZ ORDER  -  THIRD
 GP0561
 GP0561.The horizontal coordinates were established by classical geodetic methods
 GP0561.and adjusted by the National Geodetic Survey in November 1997..
 GP0561
 GP0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0561
 GP0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0561
 GP0561.The geoid height was determined by GEOID03.
 GP0561
 GP0561;                    North         East     Units Scale Factor Converg.
 GP0561;SPC AZ C     -   656,721.674   265,660.528   MT  0.99993369   +0 21 09.4
 GP0561;SPC AZ C     - 2,154,598.67    871,589.66   iFT  0.99993369   +0 21 09.4
 GP0561;UTM  12      - 4,086,016.422   470,637.462   MT  0.99961062   -0 11 52.9
 GP0561
 GP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0561!SPC AZ C     -   0.99978270  x   0.99993369  =   0.99971640
 GP0561!UTM  12      -   0.99978270  x   0.99961062  =   0.99939340
 GP0561
 GP0561:                Primary Azimuth Mark                     Grid Az
 GP0561:SPC AZ C     -  ET A 10                                  353 11 17.6
 GP0561:UTM  12      -  ET A 10                                  353 44 19.9
 GP0561
 GP0561|---------------------------------------------------------------------|
 GP0561| PID    Reference Object                     Distance      Geod. Az  |
 GP0561|                                                           dddmmss.s |
 GP0561| GP0562 ET A 10                             APPROX. 3.0 KM 3533227.0 |
 GP0561|---------------------------------------------------------------------|
 GP0561
 GP0561                          SUPERSEDED SURVEY CONTROL
 GP0561
 GP0561  NAD 83(1992)-  36 55 10.95733(N)    111 19 46.76748(W) AD(       ) 3
 GP0561  NAD 83(1986)-  36 55 10.95300(N)    111 19 46.76766(W) AD(       ) 3
 GP0561  NAD 27      -  36 55 10.98431(N)    111 19 44.22113(W) AD(       ) 3
 GP0561  NGVD 29 (07/19/86) 1407.4    (m)         4617.     (f) VERT ANG       
 GP0561
 GP0561.Superseded values are not recommended for survey control.
 GP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0561.See file dsdata.txt to determine how the superseded data were derived.
 GP0561
 GP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7063786016(NAD 83)
 GP0561_MARKER: DD = SURVEY DISK
 GP0561_SETTING: 66 = SET IN ROCK OUTCROP
 GP0561_SP_SET: SET IN ROCK OUTCROP
 GP0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0561+STABILITY: POSITION/ELEVATION WELL
 GP0561
 GP0561  HISTORY     - Date     Condition        Report By
 GP0561  HISTORY     - 1959     MONUMENTED       USGS
 GP0561
 GP0561                          STATION DESCRIPTION
 GP0561
 GP0561'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0561'LOCATED ABOUT 8.7 MI. E-SE. OF GLEN CANYON DAM, 4.5 MI. SE. OF THE
 GP0561'COLORADO RIVER AND 0.7 MI. SW. OF NAVAJO CREEK, ON A BROAD POINT
 GP0561'OVERLOOKING NAVAJO CREEK.
 GP0561'
 GP0561'STATION REACHED BY HELICOPTER.
 GP0561'
 GP0561'STATION MARK--STANDARD TABLET, STAMPED ---ET A 11 1959---, CEMENTED
 GP0561'IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0560 ***********************************************************************
 GP0560  DESIGNATION -  ET A 12
 GP0560  PID         -  GP0560
 GP0560  STATE/COUNTY-  AZ/COCONINO
 GP0560  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0560
 GP0560                         *CURRENT SURVEY CONTROL
 GP0560  ___________________________________________________________________
 GP0560* NAD 83(1992)-  36 53 48.92983(N)    111 17 34.42478(W)     ADJUSTED  
 GP0560* NAVD 88     -      1467.5    (meters)    4815.     (feet)  VERTCON   
 GP0560  ___________________________________________________________________
 GP0560  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 GP0560  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0560
 GP0560  HORZ ORDER  -  THIRD
 GP0560
 GP0560.The horizontal coordinates were established by classical geodetic methods
 GP0560.and adjusted by the National Geodetic Survey in November 1997..
 GP0560
 GP0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0560
 GP0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0560
 GP0560.The geoid height was determined by GEOID03.
 GP0560
 GP0560;                    North         East     Units Scale Factor Converg.
 GP0560;SPC AZ C     -   654,214.002   268,952.497   MT  0.99993806   +0 22 28.2
 GP0560;SPC AZ C     - 2,146,371.40    882,390.08   iFT  0.99993806   +0 22 28.2
 GP0560;UTM  12      - 4,083,478.066   473,904.119   MT  0.99960839   -0 10 33.1
 GP0560
 GP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0560!SPC AZ C     -   0.99977341  x   0.99993806  =   0.99971149
 GP0560!UTM  12      -   0.99977341  x   0.99960839  =   0.99938189
 GP0560
 GP0560:                Primary Azimuth Mark                     Grid Az
 GP0560:SPC AZ C     -  ET A 25                                  068 25 57.5
 GP0560:UTM  12      -  ET A 25                                  068 58 58.8
 GP0560
 GP0560|---------------------------------------------------------------------|
 GP0560| PID    Reference Object                     Distance      Geod. Az  |
 GP0560|                                                           dddmmss.s |
 GP0560| GP0557 ET A 25                             APPROX. 2.4 KM 0684825.7 |
 GP0560|---------------------------------------------------------------------|
 GP0560
 GP0560                          SUPERSEDED SURVEY CONTROL
 GP0560
 GP0560  NAD 83(1992)-  36 53 48.92872(N)    111 17 34.42387(W) AD(       ) 3
 GP0560  NAD 83(1986)-  36 53 48.92383(N)    111 17 34.42588(W) AD(       ) 3
 GP0560  NAD 27      -  36 53 48.95201(N)    111 17 31.88650(W) AD(       ) 3
 GP0560  NGVD 29 (07/19/86) 1466.5    (m)         4811.     (f) VERT ANG       
 GP0560
 GP0560.Superseded values are not recommended for survey control.
 GP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0560.See file dsdata.txt to determine how the superseded data were derived.
 GP0560
 GP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7390483478(NAD 83)
 GP0560_MARKER: DD = SURVEY DISK
 GP0560_SETTING: 66 = SET IN ROCK OUTCROP
 GP0560_SP_SET: SET IN ROCK OUTCROP
 GP0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0560+STABILITY: POSITION/ELEVATION WELL
 GP0560
 GP0560  HISTORY     - Date     Condition        Report By
 GP0560  HISTORY     - 1959     MONUMENTED       USGS
 GP0560
 GP0560                          STATION DESCRIPTION
 GP0560
 GP0560'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0560'LOCATED ABOUT 11.0 MI. SE. OF GLEN CANYON DAM, 0.5 MI. SW. OF NAVAJO
 GP0560'CREEK AT A POINT ABOUT 7.0 MI. ABOVE ITS CONFLUENCE WITH THE
 GP0560'COLORADO RIVER.
 GP0560'
 GP0560'STATION REACHED BY HELICOPTER.
 GP0560'
 GP0560'STATION MARK--STANDARD TABLET, STAMPED ---ET A 12 1959---, CEMENTED
 GP0560'IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0566 ***********************************************************************
 GP0566  DESIGNATION -  ET A 13
 GP0566  PID         -  GP0566
 GP0566  STATE/COUNTY-  AZ/COCONINO
 GP0566  USGS QUAD   -  LECHE-E ROCK (1985)
 GP0566
 GP0566                         *CURRENT SURVEY CONTROL
 GP0566  ___________________________________________________________________
 GP0566* NAD 83(1992)-  36 51 38.92782(N)    111 15 25.03794(W)     ADJUSTED  
 GP0566* NAVD 88     -      1539.4    (meters)    5051.     (feet)  VERTCON   
 GP0566  ___________________________________________________________________
 GP0566  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GP0566  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0566
 GP0566  HORZ ORDER  -  THIRD
 GP0566
 GP0566.The horizontal coordinates were established by classical geodetic methods
 GP0566.and adjusted by the National Geodetic Survey in November 1997..
 GP0566
 GP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0566
 GP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0566
 GP0566.The geoid height was determined by GEOID03.
 GP0566
 GP0566;                    North         East     Units Scale Factor Converg.
 GP0566;SPC AZ C     -   650,228.363   272,183.386   MT  0.99994261   +0 23 44.7
 GP0566;SPC AZ C     - 2,133,295.15    892,990.11   iFT  0.99994261   +0 23 44.7
 GP0566;UTM  12      - 4,079,462.926   477,095.529   MT  0.99960646   -0 09 14.9
 GP0566
 GP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0566!SPC AZ C     -   0.99976212  x   0.99994261  =   0.99970474
 GP0566!UTM  12      -   0.99976212  x   0.99960646  =   0.99936867
 GP0566
 GP0566:                Primary Azimuth Mark                     Grid Az
 GP0566:SPC AZ C     -  ET A 17                                  051 13 55.0
 GP0566:UTM  12      -  ET A 17                                  051 46 54.6
 GP0566
 GP0566|---------------------------------------------------------------------|
 GP0566| PID    Reference Object                     Distance      Geod. Az  |
 GP0566|                                                           dddmmss.s |
 GP0566| GP0550 ET A 17                             APPROX. 4.5 KM 0513739.7 |
 GP0566|---------------------------------------------------------------------|
 GP0566
 GP0566                          SUPERSEDED SURVEY CONTROL
 GP0566
 GP0566  NAD 83(1992)-  36 51 38.92704(N)    111 15 25.03677(W) AD(       ) 3
 GP0566  NAD 83(1986)-  36 51 38.92049(N)    111 15 25.04043(W) AD(       ) 3
 GP0566  NAD 27      -  36 51 38.94721(N)    111 15 22.50546(W) AD(       ) 3
 GP0566  NGVD 29 (07/19/86) 1538.4    (m)         5047.     (f) VERT ANG       
 GP0566
 GP0566.Superseded values are not recommended for survey control.
 GP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0566.See file dsdata.txt to determine how the superseded data were derived.
 GP0566
 GP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7709679463(NAD 83)
 GP0566_MARKER: DD = SURVEY DISK
 GP0566_SETTING: 66 = SET IN ROCK OUTCROP
 GP0566_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0566+STABILITY: POSITION/ELEVATION WELL
 GP0566
 GP0566  HISTORY     - Date     Condition        Report By
 GP0566  HISTORY     - 1959     MONUMENTED       USGS
 GP0566
 GP0566                          STATION DESCRIPTION
 GP0566
 GP0566'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0566'LOCATED ABOUT 13.5 MI. SE. OF GLEN CANYON DAM AND 3.0 MI. E. OF
 GP0566'LECHE-E ROCK, ON THE NE. END OF A LOW, NARROW RIDGE.
 GP0566'
 GP0566'STATION REACHED BY HELICOPTER.
 GP0566'
 GP0566'STATION MARK--STANDARD TABLET, STAMPED ---ET A 13 1959---, CEMENTED
 GP0566'IN DRILL HOLE IN SOLID OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0545 ***********************************************************************
 GP0545  DESIGNATION -  ET A 14
 GP0545  PID         -  GP0545
 GP0545  STATE/COUNTY-  AZ/COCONINO
 GP0545  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0545
 GP0545                         *CURRENT SURVEY CONTROL
 GP0545  ___________________________________________________________________
 GP0545* NAD 83(1992)-  36 50 09.03373(N)    111 14 30.79133(W)     ADJUSTED  
 GP0545* NAVD 88     -      1506.7    (meters)    4943.     (feet)  VERTCON   
 GP0545  ___________________________________________________________________
 GP0545  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GP0545  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GP0545
 GP0545  HORZ ORDER  -  THIRD
 GP0545
 GP0545.The horizontal coordinates were established by classical geodetic methods
 GP0545.and adjusted by the National Geodetic Survey in November 1997..
 GP0545
 GP0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0545
 GP0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0545
 GP0545.The geoid height was determined by GEOID03.
 GP0545
 GP0545;                    North         East     Units Scale Factor Converg.
 GP0545;SPC AZ C     -   647,466.867   273,546.562   MT  0.99994461   +0 24 16.4
 GP0545;SPC AZ C     - 2,124,235.13    897,462.47   iFT  0.99994461   +0 24 16.4
 GP0545;UTM  12      - 4,076,689.415   478,431.695   MT  0.99960573   -0 08 42.1
 GP0545
 GP0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0545!SPC AZ C     -   0.99976723  x   0.99994461  =   0.99971185
 GP0545!UTM  12      -   0.99976723  x   0.99960573  =   0.99937305
 GP0545
 GP0545:                Primary Azimuth Mark                     Grid Az
 GP0545:SPC AZ C     -  ET A 41                                  115 58 02.1
 GP0545:UTM  12      -  ET A 41                                  116 31 00.6
 GP0545
 GP0545|---------------------------------------------------------------------|
 GP0545| PID    Reference Object                     Distance      Geod. Az  |
 GP0545|                                                           dddmmss.s |
 GP0545| GP0544 ET A 41                             APPROX. 2.9 KM 1162218.5 |
 GP0545|---------------------------------------------------------------------|
 GP0545
 GP0545                          SUPERSEDED SURVEY CONTROL
 GP0545
 GP0545  NAD 83(1992)-  36 50 09.03309(N)    111 14 30.78976(W) AD(       ) 3
 GP0545  NAD 83(1986)-  36 50 09.02597(N)    111 14 30.79464(W) AD(       ) 3
 GP0545  NAD 27      -  36 50 09.05117(N)    111 14 28.26074(W) AD(       ) 3
 GP0545  NGVD 29 (07/19/86) 1505.7    (m)         4940.     (f) VERT ANG       
 GP0545
 GP0545.Superseded values are not recommended for survey control.
 GP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0545.See file dsdata.txt to determine how the superseded data were derived.
 GP0545
 GP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7843276689(NAD 83)
 GP0545_MARKER: DD = SURVEY DISK
 GP0545_SETTING: 66 = SET IN ROCK OUTCROP
 GP0545_SP_SET: SET IN ROCK OUTCROP
 GP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0545+STABILITY: POSITION/ELEVATION WELL
 GP0545
 GP0545  HISTORY     - Date     Condition        Report By
 GP0545  HISTORY     - 1959     MONUMENTED       USGS
 GP0545
 GP0545                          STATION DESCRIPTION
 GP0545
 GP0545'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0545'LOCATED ABOUT 15.4 MI. SE. OF GLEN CANYON DAM, 2.2 MI. SW. OF THE
 GP0545'CONFLUENCE OF THE NAVAJO AND THE KAIBITO CREEKS, ON A PROMINENT
 GP0545'SANDSTONE TOP.
 GP0545'
 GP0545'STATION REACHED BY HELICOPTER.
 GP0545'
 GP0545'STATION MARK--STANDARD TABLET, STAMPED ---ET A 14 1959---, CEMENTED
 GP0545'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0542 ***********************************************************************
 GP0542  DESIGNATION -  ET A 15
 GP0542  PID         -  GP0542
 GP0542  STATE/COUNTY-  AZ/COCONINO
 GP0542  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0542
 GP0542                         *CURRENT SURVEY CONTROL
 GP0542  ___________________________________________________________________
 GP0542* NAD 83(1992)-  36 50 37.06051(N)    111 10 13.69317(W)     ADJUSTED  
 GP0542* NAVD 88     -      1368.6    (meters)    4490.     (feet)  VERTCON   
 GP0542  ___________________________________________________________________
 GP0542  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 GP0542  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GP0542
 GP0542  HORZ ORDER  -  THIRD
 GP0542
 GP0542.The horizontal coordinates were established by classical geodetic methods
 GP0542.and adjusted by the National Geodetic Survey in November 1997..
 GP0542
 GP0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0542
 GP0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0542
 GP0542.The geoid height was determined by GEOID03.
 GP0542
 GP0542;                    North         East     Units Scale Factor Converg.
 GP0542;SPC AZ C     -   648,378.122   279,909.829   MT  0.99995454   +0 26 50.9
 GP0542;SPC AZ C     - 2,127,224.81    918,339.33   iFT  0.99995454   +0 26 50.9
 GP0542;UTM  12      - 4,077,539.294   484,801.211   MT  0.99960285   -0 06 08.0
 GP0542
 GP0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0542!SPC AZ C     -   0.99978888  x   0.99995454  =   0.99974343
 GP0542!UTM  12      -   0.99978888  x   0.99960285  =   0.99939182
 GP0542
 GP0542:                Primary Azimuth Mark                     Grid Az
 GP0542:SPC AZ C     -  ET A 40                                  059 39 25.3
 GP0542:UTM  12      -  ET A 40                                  060 12 24.2
 GP0542
 GP0542|---------------------------------------------------------------------|
 GP0542| PID    Reference Object                     Distance      Geod. Az  |
 GP0542|                                                           dddmmss.s |
 GP0542| GP0541 ET A 40                             APPROX. 2.2 KM 0600616.2 |
 GP0542|---------------------------------------------------------------------|
 GP0542
 GP0542                          SUPERSEDED SURVEY CONTROL
 GP0542
 GP0542  NAD 83(1992)-  36 50 37.06071(N)    111 10 13.69185(W) AD(       ) 3
 GP0542  NAD 83(1986)-  36 50 37.05140(N)    111 10 13.69648(W) AD(       ) 3
 GP0542  NAD 27      -  36 50 37.07834(N)    111 10 11.17003(W) AD(       ) 3
 GP0542  NGVD 29 (07/19/86) 1367.6    (m)         4487.     (f) VERT ANG       
 GP0542
 GP0542.Superseded values are not recommended for survey control.
 GP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0542.See file dsdata.txt to determine how the superseded data were derived.
 GP0542
 GP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8480177539(NAD 83)
 GP0542_MARKER: DD = SURVEY DISK
 GP0542_SETTING: 0 = UNSPECIFIED SETTING
 GP0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0542
 GP0542  HISTORY     - Date     Condition        Report By
 GP0542  HISTORY     - 1959     MONUMENTED       USGS
 GP0542
 GP0542                          STATION DESCRIPTION
 GP0542
 GP0542'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0542'LOCATED 14.9 MI. SE. OF THE COLORADO RIVER, 2.8 MI. SE. OF THE
 GP0542'JUNCTION OF NAVAJO CREEK AND KAIBITO CREEK, ON A SMALL DOME-SHAPED
 GP0542'SANDSTONE POINT OVERLOOKING NAVAJO CREEK TO THE N.
 GP0542'
 GP0542'STATION REACHED BY HELICOPTER.
 GP0542'
 GP0542'STATION MARK--STANDARD TABLET, STAMPED ---ET A 15 1959---, CEMENTED
 GP0542'IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0543 ***********************************************************************
 GP0543  DESIGNATION -  ET A 16
 GP0543  PID         -  GP0543
 GP0543  STATE/COUNTY-  AZ/COCONINO
 GP0543  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0543
 GP0543                         *CURRENT SURVEY CONTROL
 GP0543  ___________________________________________________________________
 GP0543* NAD 83(1992)-  36 51 53.44384(N)    111 11 33.88991(W)     ADJUSTED  
 GP0543* NAVD 88     -      1365.3    (meters)    4479.     (feet)  VERTCON   
 GP0543  ___________________________________________________________________
 GP0543  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 GP0543  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GP0543
 GP0543  HORZ ORDER  -  THIRD
 GP0543
 GP0543.The horizontal coordinates were established by classical geodetic methods
 GP0543.and adjusted by the National Geodetic Survey in November 1997..
 GP0543
 GP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0543
 GP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0543
 GP0543.The geoid height was determined by GEOID03.
 GP0543
 GP0543;                    North         East     Units Scale Factor Converg.
 GP0543;SPC AZ C     -   650,717.275   277,905.183   MT  0.99995131   +0 26 03.5
 GP0543;SPC AZ C     - 2,134,899.20    911,762.41   iFT  0.99995131   +0 26 03.5
 GP0543;UTM  12      - 4,079,896.751   482,819.797   MT  0.99960364   -0 06 56.3
 GP0543
 GP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0543!SPC AZ C     -   0.99978942  x   0.99995131  =   0.99974074
 GP0543!UTM  12      -   0.99978942  x   0.99960364  =   0.99939314
 GP0543
 GP0543:                Primary Azimuth Mark                     Grid Az
 GP0543:SPC AZ C     -  ET A 15                                  139 24 12.4
 GP0543:UTM  12      -  ET A 15                                  139 57 12.2
 GP0543
 GP0543|---------------------------------------------------------------------|
 GP0543| PID    Reference Object                     Distance      Geod. Az  |
 GP0543|                                                           dddmmss.s |
 GP0543| GP0542 ET A 15                             APPROX. 3.1 KM 1395015.9 |
 GP0543|---------------------------------------------------------------------|
 GP0543
 GP0543                          SUPERSEDED SURVEY CONTROL
 GP0543
 GP0543  NAD 83(1992)-  36 51 53.44377(N)    111 11 33.88899(W) AD(       ) 3
 GP0543  NAD 83(1986)-  36 51 53.43503(N)    111 11 33.89269(W) AD(       ) 3
 GP0543  NAD 27      -  36 51 53.46316(N)    111 11 31.36447(W) AD(       ) 3
 GP0543  NGVD 29 (07/19/86) 1364.3    (m)         4476.     (f) VERT ANG       
 GP0543
 GP0543.Superseded values are not recommended for survey control.
 GP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0543.See file dsdata.txt to determine how the superseded data were derived.
 GP0543
 GP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8282079897(NAD 83)
 GP0543_MARKER: DD = SURVEY DISK
 GP0543_SETTING: 0 = UNSPECIFIED SETTING
 GP0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0543
 GP0543  HISTORY     - Date     Condition        Report By
 GP0543  HISTORY     - 1959     MONUMENTED       USGS
 GP0543
 GP0543                          STATION DESCRIPTION
 GP0543
 GP0543'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0543'LOCATED ABOUT 15 MI. SE. OF GLEN CANYON DAM, 6.8 MI. E. OF LECHE-E
 GP0543'ROCK, ON A SMALL KNOB ON THE N. SIDE OF NAVAJO CREEK.
 GP0543'
 GP0543'STATION REACHED BY HELICOPTER.
 GP0543'
 GP0543'STATION MARK--STANDARD TABLET, STAMPED ---ET A 16 1959---, CEMENTED
 GP0543'INTO ROCKY KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0550 ***********************************************************************
 GP0550  DESIGNATION -  ET A 17
 GP0550  PID         -  GP0550
 GP0550  STATE/COUNTY-  AZ/COCONINO
 GP0550  USGS QUAD   -  FACE CANYON (1985)
 GP0550
 GP0550                         *CURRENT SURVEY CONTROL
 GP0550  ___________________________________________________________________
 GP0550* NAD 83(1992)-  36 53 09.73519(N)    111 13 02.23072(W)     ADJUSTED  
 GP0550* NAVD 88     -      1430.0    (meters)    4692.     (feet)  VERTCON   
 GP0550  ___________________________________________________________________
 GP0550  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 GP0550  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GP0550
 GP0550  HORZ ORDER  -  THIRD
 GP0550
 GP0550.The horizontal coordinates were established by classical geodetic methods
 GP0550.and adjusted by the National Geodetic Survey in November 1997..
 GP0550
 GP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0550
 GP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0550
 GP0550.The geoid height was determined by GEOID03.
 GP0550
 GP0550;                    North         East     Units Scale Factor Converg.
 GP0550;SPC AZ C     -   653,052.578   275,700.001   MT  0.99994786   +0 25 11.3
 GP0550;SPC AZ C     - 2,142,560.95    904,527.56   iFT  0.99994786   +0 25 11.3
 GP0550;UTM  12      - 4,082,252.304   480,637.891   MT  0.99960462   -0 07 49.5
 GP0550
 GP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0550!SPC AZ C     -   0.99977928  x   0.99994786  =   0.99972715
 GP0550!UTM  12      -   0.99977928  x   0.99960462  =   0.99938399
 GP0550
 GP0550:                Primary Azimuth Mark                     Grid Az
 GP0550:SPC AZ C     -  ET A 16                                  136 38 29.1
 GP0550:UTM  12      -  ET A 16                                  137 11 29.9
 GP0550
 GP0550|---------------------------------------------------------------------|
 GP0550| PID    Reference Object                     Distance      Geod. Az  |
 GP0550|                                                           dddmmss.s |
 GP0550| GP0543 ET A 16                             APPROX. 3.2 KM 1370340.4 |
 GP0550|---------------------------------------------------------------------|
 GP0550
 GP0550                          SUPERSEDED SURVEY CONTROL
 GP0550
 GP0550  NAD 83(1992)-  36 53 09.73477(N)    111 13 02.23023(W) AD(       ) 3
 GP0550  NAD 83(1986)-  36 53 09.72668(N)    111 13 02.23310(W) AD(       ) 3
 GP0550  NAD 27      -  36 53 09.75599(N)    111 12 59.70289(W) AD(       ) 3
 GP0550  NGVD 29 (07/19/86) 1429.0    (m)         4688.     (f) VERT ANG       
 GP0550
 GP0550.Superseded values are not recommended for survey control.
 GP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0550.See file dsdata.txt to determine how the superseded data were derived.
 GP0550
 GP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8063882252(NAD 83)
 GP0550_MARKER: DD = SURVEY DISK
 GP0550_SETTING: 66 = SET IN ROCK OUTCROP
 GP0550_SP_SET: SET IN ROCK OUTCROP
 GP0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0550+STABILITY: POSITION/ELEVATION WELL
 GP0550
 GP0550  HISTORY     - Date     Condition        Report By
 GP0550  HISTORY     - 1959     MONUMENTED       USGS
 GP0550
 GP0550                          STATION DESCRIPTION
 GP0550
 GP0550'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0550'LOCATED ABOUT 2.4 MI. SSE. OF ---ARC--- TRIANGULATION STATION (S. END
 GP0550'OF TSE TONTE), 5.2 MI. WSW. OF ---TANK--- TRIANGULATION STATION, 1.8
 GP0550'MI. NNW. OF THE JUNCTION OF NAVAJO AND KAIBITO CREEKS, AT THE
 GP0550'HIGHEST POINT OF A SMALL ROCKY TOP.
 GP0550'
 GP0550'STATION REACHED BY HELICOPTER.
 GP0550'
 GP0550'STATION MARK--STANDARD TABLET, STAMPED ---ET A 17 1959---, SET IN A
 GP0550'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0549 ***********************************************************************
 GP0549  DESIGNATION -  ET A 18
 GP0549  PID         -  GP0549
 GP0549  STATE/COUNTY-  AZ/COCONINO
 GP0549  USGS QUAD   -  FACE CANYON (1985)
 GP0549
 GP0549                         *CURRENT SURVEY CONTROL
 GP0549  ___________________________________________________________________
 GP0549* NAD 83(1992)-  36 57 44.68804(N)    111 12 36.62658(W)     ADJUSTED  
 GP0549* NAVD 88     -      1240.3    (meters)    4069.     (feet)  VERTCON   
 GP0549  ___________________________________________________________________
 GP0549  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 GP0549  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0549
 GP0549  HORZ ORDER  -  THIRD
 GP0549
 GP0549.The horizontal coordinates were established by classical geodetic methods
 GP0549.and adjusted by the National Geodetic Survey in November 1997..
 GP0549
 GP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0549
 GP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0549
 GP0549.The geoid height was determined by GEOID03.
 GP0549
 GP0549;                    North         East     Units Scale Factor Converg.
 GP0549;SPC AZ C     -   661,532.477   276,271.183   MT  0.99994874   +0 25 29.4
 GP0549;SPC AZ C     - 2,170,382.14    906,401.52   iFT  0.99994874   +0 25 29.4
 GP0549;UTM  12      - 4,090,723.407   481,290.327   MT  0.99960431   -0 07 35.0
 GP0549
 GP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0549!SPC AZ C     -   0.99980905  x   0.99994874  =   0.99975780
 GP0549!UTM  12      -   0.99980905  x   0.99960431  =   0.99941343
 GP0549
 GP0549:                Primary Azimuth Mark                     Grid Az
 GP0549:SPC AZ C     -  ET A 19                                  312 28 28.0
 GP0549:UTM  12      -  ET A 19                                  313 01 32.4
 GP0549
 GP0549|---------------------------------------------------------------------|
 GP0549| PID    Reference Object                     Distance      Geod. Az  |
 GP0549|                                                           dddmmss.s |
 GP0549| GP0551 ET A 19                             APPROX. 2.7 KM 3125357.4 |
 GP0549|---------------------------------------------------------------------|
 GP0549
 GP0549                          SUPERSEDED SURVEY CONTROL
 GP0549
 GP0549  NAD 83(1992)-  36 57 44.68724(N)    111 12 36.62711(W) AD(       ) 3
 GP0549  NAD 83(1986)-  36 57 44.68001(N)    111 12 36.62805(W) AD(       ) 3
 GP0549  NAD 27      -  36 57 44.71177(N)    111 12 34.09603(W) AD(       ) 3
 GP0549  NGVD 29 (07/19/86) 1239.3    (m)         4066.     (f) VERT ANG       
 GP0549
 GP0549.Superseded values are not recommended for survey control.
 GP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0549.See file dsdata.txt to determine how the superseded data were derived.
 GP0549
 GP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8129090723(NAD 83)
 GP0549_MARKER: DD = SURVEY DISK
 GP0549_SETTING: 0 = UNSPECIFIED SETTING
 GP0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0549
 GP0549  HISTORY     - Date     Condition        Report By
 GP0549  HISTORY     - 1959     MONUMENTED       USGS
 GP0549
 GP0549                          STATION DESCRIPTION
 GP0549
 GP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0549'LOCATED ABOUT 11.5 MI. NE. OF THE ---CROSSING OF THE FATHERS---,
 GP0549'4.5 MI. E. OF THE JUNCTION OF CROTON CANYON AND LITTLE VALLEY CANYON,
 GP0549'ON THE TOP OF SMALL, PROMINENT BUTTE.
 GP0549'
 GP0549'STATION REACHED BY HELICOPTER.
 GP0549'
 GP0549'STATION MARK--STANDARD TABLET, STAMPED ---ET A 18 1959---, CEMENTED
 GP0549'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0551 ***********************************************************************
 GP0551  DESIGNATION -  ET A 19
 GP0551  PID         -  GP0551
 GP0551  STATE/COUNTY-  AZ/COCONINO
 GP0551  USGS QUAD   -  FACE CANYON (1985)
 GP0551
 GP0551                         *CURRENT SURVEY CONTROL
 GP0551  ___________________________________________________________________
 GP0551* NAD 83(1992)-  36 58 44.10852(N)    111 13 56.34013(W)     ADJUSTED  
 GP0551* NAVD 88     -      1256.8    (meters)    4123.     (feet)  VERTCON   
 GP0551  ___________________________________________________________________
 GP0551  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 GP0551  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0551
 GP0551  HORZ ORDER  -  THIRD
 GP0551
 GP0551.The horizontal coordinates were established by classical geodetic methods
 GP0551.and adjusted by the National Geodetic Survey in November 1997..
 GP0551
 GP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0551
 GP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0551
 GP0551.The geoid height was determined by GEOID03.
 GP0551
 GP0551;                    North         East     Units Scale Factor Converg.
 GP0551;SPC AZ C     -   663,349.693   274,286.258   MT  0.99994571   +0 24 42.0
 GP0551;SPC AZ C     - 2,176,344.14    899,889.30   iFT  0.99994571   +0 24 42.0
 GP0551;UTM  12      - 4,092,559.009   479,323.653   MT  0.99960527   -0 08 23.1
 GP0551
 GP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0551!SPC AZ C     -   0.99980647  x   0.99994571  =   0.99975219
 GP0551!UTM  12      -   0.99980647  x   0.99960527  =   0.99941182
 GP0551
 GP0551:                Primary Azimuth Mark                     Grid Az
 GP0551:SPC AZ C     -  ET A 20                                  340 00 24.4
 GP0551:UTM  12      -  ET A 20                                  340 33 29.5
 GP0551
 GP0551|---------------------------------------------------------------------|
 GP0551| PID    Reference Object                     Distance      Geod. Az  |
 GP0551|                                                           dddmmss.s |
 GP0551| GP0554 ET A 20                             APPROX. 1.9 KM 3402506.4 |
 GP0551|---------------------------------------------------------------------|
 GP0551
 GP0551                          SUPERSEDED SURVEY CONTROL
 GP0551
 GP0551  NAD 83(1992)-  36 58 44.10765(N)    111 13 56.34065(W) AD(       ) 3
 GP0551  NAD 83(1986)-  36 58 44.10091(N)    111 13 56.34200(W) AD(       ) 3
 GP0551  NAD 27      -  36 58 44.13417(N)    111 13 53.80509(W) AD(       ) 3
 GP0551  NGVD 29 (07/19/86) 1255.8    (m)         4120.     (f) VERT ANG       
 GP0551
 GP0551.Superseded values are not recommended for survey control.
 GP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0551.See file dsdata.txt to determine how the superseded data were derived.
 GP0551
 GP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7932492559(NAD 83)
 GP0551_MARKER: DD = SURVEY DISK
 GP0551_SETTING: 66 = SET IN ROCK OUTCROP
 GP0551_SP_SET: SET IN ROCK OUTCROP
 GP0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0551+STABILITY: POSITION/ELEVATION WELL
 GP0551
 GP0551  HISTORY     - Date     Condition        Report By
 GP0551  HISTORY     - 1959     MONUMENTED       USGS
 GP0551
 GP0551                          STATION DESCRIPTION
 GP0551
 GP0551'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0551'LOCATED ABOUT 4.8 MI. ENE. OF TOWER BUTTE, 4.5 MI. NNE. OF ---ARC---
 GP0551'TRIANGULATION STATION, 3 MI. SSW. OF MESKIN BAR, ON THE SLOPE OF A
 GP0551'RIDGE ABOUT 100 FT. S. OF EDGE OF BANK.
 GP0551'
 GP0551'STATION REACHED BY HELICOPTER.
 GP0551'
 GP0551'STATION MARK--STANDARD TABLET, STAMPED ---ET A 19 1959---, SET IN
 GP0551'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0581 ***********************************************************************
 GP0581  DESIGNATION -  ET A 2
 GP0581  PID         -  GP0581
 GP0581  STATE/COUNTY-  AZ/COCONINO
 GP0581  USGS QUAD   -  PAGE (1985)
 GP0581
 GP0581                         *CURRENT SURVEY CONTROL
 GP0581  ___________________________________________________________________
 GP0581* NAD 83(1992)-  36 56 16.63219(N)    111 26 21.17085(W)     ADJUSTED  
 GP0581* NAVD 88     -      1243.6    (meters)    4080.     (feet)  VERTCON   
 GP0581  ___________________________________________________________________
 GP0581  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GP0581  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0581
 GP0581  HORZ ORDER  -  THIRD
 GP0581
 GP0581.The horizontal coordinates were established by classical geodetic methods
 GP0581.and adjusted by the National Geodetic Survey in August 1993..
 GP0581
 GP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0581
 GP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0581
 GP0581.The geoid height was determined by GEOID03.
 GP0581
 GP0581;                    North         East     Units Scale Factor Converg.
 GP0581;SPC AZ C     -   658,691.525   255,889.241   MT  0.99992227   +0 17 12.9
 GP0581;SPC AZ C     - 2,161,061.43    839,531.63   iFT  0.99992227   +0 17 12.9
 GP0581;UTM  12      - 4,088,079.462   460,888.616   MT  0.99961884   -0 15 50.2
 GP0581
 GP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0581!SPC AZ C     -   0.99980856  x   0.99992227  =   0.99973084
 GP0581!UTM  12      -   0.99980856  x   0.99961884  =   0.99942747
 GP0581
 GP0581:                Primary Azimuth Mark                     Grid Az
 GP0581:SPC AZ C     -  ET A 1                                   326 01 42.2
 GP0581:UTM  12      -  ET A 1                                   326 34 45.3
 GP0581
 GP0581|---------------------------------------------------------------------|
 GP0581| PID    Reference Object                     Distance      Geod. Az  |
 GP0581|                                                           dddmmss.s |
 GP0581| GP0583 ET A 1                              APPROX. 2.4 KM 3261855.1 |
 GP0581|---------------------------------------------------------------------|
 GP0581
 GP0581                          SUPERSEDED SURVEY CONTROL
 GP0581
 GP0581  NAD 83(1986)-  36 56 16.62701(N)    111 26 21.17164(W) AD(       ) 3
 GP0581  NAD 27      -  36 56 16.66747(N)    111 26 18.60961(W) AD(       ) 3
 GP0581  NGVD 29 (07/19/86) 1242.7    (m)         4077.     (f) VERT ANG       
 GP0581
 GP0581.Superseded values are not recommended for survey control.
 GP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0581.See file dsdata.txt to determine how the superseded data were derived.
 GP0581
 GP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6088988079(NAD 83)
 GP0581_MARKER: DD = SURVEY DISK
 GP0581_SETTING: 0 = UNSPECIFIED SETTING
 GP0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0581
 GP0581  HISTORY     - Date     Condition        Report By
 GP0581  HISTORY     - 1959     MONUMENTED       USGS
 GP0581
 GP0581                          STATION DESCRIPTION
 GP0581
 GP0581'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0581'LOCATED ABOUT 2.5 MI. E. OF GLEN CANYON DAM, 0.5 MI. SE. OF A SHARP
 GP0581'CURVE IN THE COLORADO RIVER, AND 0.3 MI. W. OF ANTELOPE CREEK ON
 GP0581'N. POINT OF A RIDGE LINE.
 GP0581'
 GP0581'STATION REACHED BY HELICOPTER.
 GP0581'
 GP0581'STATION MARK--STANDARD TABLET, STAMPED ---ET A 2 1959---, CEMENTED
 GP0581'IN DRILL HOLE IN TOP SANDSTONE OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0554 ***********************************************************************
 GP0554  DESIGNATION -  ET A 20
 GP0554  PID         -  GP0554
 GP0554  STATE/COUNTY-  AZ/COCONINO
 GP0554  USGS QUAD   -  FACE CANYON (1985)
 GP0554
 GP0554                         *CURRENT SURVEY CONTROL
 GP0554  ___________________________________________________________________
 GP0554* NAD 83(1992)-  36 59 43.27259(N)    111 14 22.57838(W)     ADJUSTED  
 GP0554* NAVD 88     -      1182.3    (meters)    3879.     (feet)  VERTCON   
 GP0554  ___________________________________________________________________
 GP0554  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 GP0554  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 GP0554
 GP0554  HORZ ORDER  -  THIRD
 GP0554
 GP0554.The horizontal coordinates were established by classical geodetic methods
 GP0554.and adjusted by the National Geodetic Survey in November 1997..
 GP0554
 GP0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0554
 GP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0554
 GP0554.The geoid height was determined by GEOID03.
 GP0554
 GP0554;                    North         East     Units Scale Factor Converg.
 GP0554;SPC AZ C     -   665,168.763   273,624.412   MT  0.99994473   +0 24 26.8
 GP0554;SPC AZ C     - 2,182,312.21    897,717.89   iFT  0.99994473   +0 24 26.8
 GP0554;UTM  12      - 4,094,383.745   478,679.566   MT  0.99960560   -0 08 39.1
 GP0554
 GP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0554!SPC AZ C     -   0.99981816  x   0.99994473  =   0.99976290
 GP0554!UTM  12      -   0.99981816  x   0.99960560  =   0.99942384
 GP0554
 GP0554:                Primary Azimuth Mark                     Grid Az
 GP0554:SPC AZ C     -  ET U 17                                  026 43 34.2
 GP0554:UTM  12      -  ET U 17                                  027 16 40.1
 GP0554
 GP0554|---------------------------------------------------------------------|
 GP0554| PID    Reference Object                     Distance      Geod. Az  |
 GP0554|                                                           dddmmss.s |
 GP0554| HN0735 ET U 17                             APPROX. 1.6 KM 0270801.0 |
 GP0554|---------------------------------------------------------------------|
 GP0554
 GP0554                          SUPERSEDED SURVEY CONTROL
 GP0554
 GP0554  NAD 83(1992)-  36 59 43.27163(N)    111 14 22.57887(W) AD(       ) 3
 GP0554  NAD 83(1986)-  36 59 43.26560(N)    111 14 22.58038(W) AD(       ) 3
 GP0554  NAD 27      -  36 59 43.29902(N)    111 14 20.04082(W) AD(       ) 3
 GP0554  NGVD 29 (07/19/86) 1181.3    (m)         3876.     (f) VERT ANG       
 GP0554
 GP0554.Superseded values are not recommended for survey control.
 GP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0554.See file dsdata.txt to determine how the superseded data were derived.
 GP0554
 GP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7868094384(NAD 83)
 GP0554_MARKER: DD = SURVEY DISK
 GP0554_SETTING: 66 = SET IN ROCK OUTCROP
 GP0554_SP_SET: SET IN ROCK OUTCROP
 GP0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0554+STABILITY: POSITION/ELEVATION WELL
 GP0554
 GP0554  HISTORY     - Date     Condition        Report By
 GP0554  HISTORY     - 1959     MONUMENTED       USGS
 GP0554
 GP0554                          STATION DESCRIPTION
 GP0554
 GP0554'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0554'LOCATED ABOUT 13.5 MI. NE. OF GLEN CANYON DAM, 4 MI. NE. OF TOWER
 GP0554'BUTTE, 2 MI. N. OF TSE TONTE RIDGE, ON THE RAINBOW PLATEAU.
 GP0554'
 GP0554'STATION REACHED BY HELICOPTER.
 GP0554'
 GP0554'STATION MARK--STANDARD TABLET, STAMPED ---ET A 20 1959---, CEMENTED
 GP0554'IN FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0548 ***********************************************************************
 GP0548  DESIGNATION -  ET A 21
 GP0548  PID         -  GP0548
 GP0548  STATE/COUNTY-  AZ/COCONINO
 GP0548  USGS QUAD   -  FACE CANYON (1985)
 GP0548
 GP0548                         *CURRENT SURVEY CONTROL
 GP0548  ___________________________________________________________________
 GP0548* NAD 83(1992)-  36 59 23.74496(N)    111 08 33.24712(W)     ADJUSTED  
 GP0548* NAVD 88     -      1297.1    (meters)    4256.     (feet)  VERTCON   
 GP0548  ___________________________________________________________________
 GP0548  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 GP0548  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0548
 GP0548  HORZ ORDER  -  THIRD
 GP0548
 GP0548.The horizontal coordinates were established by classical geodetic methods
 GP0548.and adjusted by the National Geodetic Survey in November 1997..
 GP0548
 GP0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0548
 GP0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0548
 GP0548.The geoid height was determined by GEOID03.
 GP0548
 GP0548;                    North         East     Units Scale Factor Converg.
 GP0548;SPC AZ C     -   664,632.651   282,266.538   MT  0.99995847   +0 27 56.8
 GP0548;SPC AZ C     - 2,180,553.32    926,071.32   iFT  0.99995847   +0 27 56.8
 GP0548;UTM  12      - 4,093,764.677   487,313.126   MT  0.99960198   -0 05 08.8
 GP0548
 GP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0548!SPC AZ C     -   0.99980011  x   0.99995847  =   0.99975859
 GP0548!UTM  12      -   0.99980011  x   0.99960198  =   0.99940217
 GP0548
 GP0548:                Primary Azimuth Mark                     Grid Az
 GP0548:SPC AZ C     -  ET A 22                                  116 27 29.2
 GP0548:UTM  12      -  ET A 22                                  117 00 34.8
 GP0548
 GP0548|---------------------------------------------------------------------|
 GP0548| PID    Reference Object                     Distance      Geod. Az  |
 GP0548|                                                           dddmmss.s |
 GP0548| GP0538 ET A 22                             APPROX. 2.7 KM 1165526.0 |
 GP0548|---------------------------------------------------------------------|
 GP0548
 GP0548                          SUPERSEDED SURVEY CONTROL
 GP0548
 GP0548  NAD 83(1992)-  36 59 23.74390(N)    111 08 33.24747(W) AD(       ) 3
 GP0548  NAD 83(1986)-  36 59 23.73245(N)    111 08 33.25656(W) AD(       ) 3
 GP0548  NAD 27      -  36 59 23.76202(N)    111 08 30.71802(W) AD(       ) 3
 GP0548  NGVD 29 (07/19/86) 1296.1    (m)         4252.     (f) VERT ANG       
 GP0548
 GP0548.Superseded values are not recommended for survey control.
 GP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0548.See file dsdata.txt to determine how the superseded data were derived.
 GP0548
 GP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8731393765(NAD 83)
 GP0548_MARKER: DD = SURVEY DISK
 GP0548_SETTING: 0 = UNSPECIFIED SETTING
 GP0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0548
 GP0548  HISTORY     - Date     Condition        Report By
 GP0548  HISTORY     - 1959     MONUMENTED       USGS
 GP0548
 GP0548                          STATION DESCRIPTION
 GP0548
 GP0548'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0548'LOCATED ABOUT 6.5 MI. SE. OF THE JUNCTION OF THE COLORADO RIVER AND
 GP0548'WEST CANYON CREEK, 6.3 MI. SE. OF MESKIN BAR, 0.5 MI. W. OF WEST
 GP0548'CANYON CREEK, NEAR N. END OF A SMALL MESA.
 GP0548'
 GP0548'STATION REACHED BY HELICOPTER.
 GP0548'
 GP0548'STATION MARK--STANDARD TABLET, STAMPED ---ET A 21 1959---, CEMENTED
 GP0548'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0538 ***********************************************************************
 GP0538  DESIGNATION -  ET A 22
 GP0538  PID         -  GP0538
 GP0538  STATE/COUNTY-  AZ/COCONINO
 GP0538  USGS QUAD   -  WEST CANYON CREEK (1985)
 GP0538
 GP0538                         *CURRENT SURVEY CONTROL
 GP0538  ___________________________________________________________________
 GP0538* NAD 83(1992)-  36 58 43.71974(N)    111 06 55.04068(W)     ADJUSTED  
 GP0538* NAVD 88     -      1326.9    (meters)    4353.     (feet)  VERTCON   
 GP0538  ___________________________________________________________________
 GP0538  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 GP0538  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0538
 GP0538  HORZ ORDER  -  THIRD
 GP0538
 GP0538.The horizontal coordinates were established by classical geodetic methods
 GP0538.and adjusted by the National Geodetic Survey in November 1997..
 GP0538
 GP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0538
 GP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0538
 GP0538.The geoid height was determined by GEOID03.
 GP0538
 GP0538;                    North         East     Units Scale Factor Converg.
 GP0538;SPC AZ C     -   663,418.970   284,705.261   MT  0.99996269   +0 28 55.4
 GP0538;SPC AZ C     - 2,176,571.42    934,072.38   iFT  0.99996269   +0 28 55.4
 GP0538;UTM  12      - 4,092,528.024   489,739.184   MT  0.99960130   -0 04 09.7
 GP0538
 GP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0538!SPC AZ C     -   0.99979542  x   0.99996269  =   0.99975812
 GP0538!UTM  12      -   0.99979542  x   0.99960130  =   0.99939680
 GP0538
 GP0538:                Primary Azimuth Mark                     Grid Az
 GP0538:SPC AZ C     -  ET U 22                                  337 28 49.7
 GP0538:UTM  12      -  ET U 22                                  338 01 54.8
 GP0538
 GP0538|---------------------------------------------------------------------|
 GP0538| PID    Reference Object                     Distance      Geod. Az  |
 GP0538|                                                           dddmmss.s |
 GP0538| HN0724 ET U 22                             APPROX. 2.7 KM 3375745.1 |
 GP0538|---------------------------------------------------------------------|
 GP0538
 GP0538                          SUPERSEDED SURVEY CONTROL
 GP0538
 GP0538  NAD 83(1992)-  36 58 43.71875(N)    111 06 55.04100(W) AD(       ) 3
 GP0538  NAD 83(1986)-  36 58 43.70462(N)    111 06 55.05222(W) AD(       ) 3
 GP0538  NAD 27      -  36 58 43.73492(N)    111 06 52.51478(W) AD(       ) 3
 GP0538  NGVD 29 (07/19/86) 1325.9    (m)         4350.     (f) VERT ANG       
 GP0538
 GP0538.Superseded values are not recommended for survey control.
 GP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0538.See file dsdata.txt to determine how the superseded data were derived.
 GP0538
 GP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8973992528(NAD 83)
 GP0538_MARKER: DD = SURVEY DISK
 GP0538_SETTING: 0 = UNSPECIFIED SETTING
 GP0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0538
 GP0538  HISTORY     - Date     Condition        Report By
 GP0538  HISTORY     - 1959     MONUMENTED       USGS
 GP0538
 GP0538                          STATION DESCRIPTION
 GP0538
 GP0538'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0538'LOCATED ABOUT 11.5 MI. SE. OF THE ---CROSSING OF THE FATHERS---, ON
 GP0538'THE COLORADO RIVER, 7.5 MI. S. OF THE COLORADO RIVER, 0.2 MI.
 GP0538'OF WEST CANYON CREEK, ON A SMALL TOP.
 GP0538'
 GP0538'STATION REACHED BY HELICOPTER.
 GP0538'
 GP0538'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET A 22 1959---,
 GP0538'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0539 ***********************************************************************
 GP0539  DESIGNATION -  ET A 24
 GP0539  PID         -  GP0539
 GP0539  STATE/COUNTY-  AZ/COCONINO
 GP0539  USGS QUAD   -  WEST CANYON CREEK (1985)
 GP0539
 GP0539                         *CURRENT SURVEY CONTROL
 GP0539  ___________________________________________________________________
 GP0539* NAD 83(1992)-  36 56 48.94452(N)    111 07 03.86599(W)     ADJUSTED  
 GP0539* NAVD 88     -      1458.3    (meters)    4784.     (feet)  VERTCON   
 GP0539  ___________________________________________________________________
 GP0539  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 GP0539  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0539
 GP0539  HORZ ORDER  -  THIRD
 GP0539
 GP0539.The horizontal coordinates were established by classical geodetic methods
 GP0539.and adjusted by the National Geodetic Survey in November 1997..
 GP0539
 GP0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0539
 GP0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0539
 GP0539.The geoid height was determined by GEOID03.
 GP0539
 GP0539;                    North         East     Units Scale Factor Converg.
 GP0539;SPC AZ C     -   659,879.227   284,516.672   MT  0.99996236   +0 28 48.8
 GP0539;SPC AZ C     - 2,164,958.09    933,453.65   iFT  0.99996236   +0 28 48.8
 GP0539;UTM  12      - 4,088,991.536   489,516.630   MT  0.99960135   -0 04 14.8
 GP0539
 GP0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0539!SPC AZ C     -   0.99977481  x   0.99996236  =   0.99973718
 GP0539!UTM  12      -   0.99977481  x   0.99960135  =   0.99937625
 GP0539
 GP0539:                Primary Azimuth Mark                     Grid Az
 GP0539:SPC AZ C     -  ET A 22                                  003 02 59.6
 GP0539:UTM  12      -  ET A 22                                  003 36 03.2
 GP0539
 GP0539|---------------------------------------------------------------------|
 GP0539| PID    Reference Object                     Distance      Geod. Az  |
 GP0539|                                                           dddmmss.s |
 GP0539| GP0538 ET A 22                             APPROX. 3.5 KM 0033148.4 |
 GP0539|---------------------------------------------------------------------|
 GP0539
 GP0539                          SUPERSEDED SURVEY CONTROL
 GP0539
 GP0539  NAD 83(1992)-  36 56 48.94361(N)    111 07 03.86620(W) AD(       ) 3
 GP0539  NAD 83(1986)-  36 56 48.92851(N)    111 07 03.88321(W) AD(       ) 3
 GP0539  NAD 27      -  36 56 48.95922(N)    111 07 01.34151(W) AD(       ) 3
 GP0539  NGVD 29 (07/19/86) 1457.3    (m)         4781.     (f) VERT ANG       
 GP0539
 GP0539.Superseded values are not recommended for survey control.
 GP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0539.See file dsdata.txt to determine how the superseded data were derived.
 GP0539
 GP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8951788992(NAD 83)
 GP0539_MARKER: DD = SURVEY DISK
 GP0539_SETTING: 0 = UNSPECIFIED SETTING
 GP0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0539
 GP0539  HISTORY     - Date     Condition        Report By
 GP0539  HISTORY     - 1959     MONUMENTED       USGS
 GP0539
 GP0539                          STATION DESCRIPTION
 GP0539
 GP0539'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0539'LOCATED ABOUT 9.9 MI. N. OF TSAI SKIZZI ROCK, 1.2 MI. SW. OF WEST
 GP0539'CANYON CREEK, ON THE E. END OF A LONE MESA.
 GP0539'
 GP0539'STATION REACHED BY HELICOPTER.
 GP0539'
 GP0539'STATION MARK--STANDARD TABLET, STAMPED ---ET A 24 1959---, SET IN
 GP0539'SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0557 ***********************************************************************
 GP0557  DESIGNATION -  ET A 25
 GP0557  PID         -  GP0557
 GP0557  STATE/COUNTY-  AZ/COCONINO
 GP0557  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0557
 GP0557                         *CURRENT SURVEY CONTROL
 GP0557  ___________________________________________________________________
 GP0557* NAD 83(1992)-  36 54 17.46988(N)    111 16 02.73638(W)     ADJUSTED  
 GP0557* NAVD 88     -      1394.5    (meters)    4575.     (feet)  VERTCON   
 GP0557  ___________________________________________________________________
 GP0557  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 GP0557  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0557
 GP0557  HORZ ORDER  -  THIRD
 GP0557
 GP0557.The horizontal coordinates were established by classical geodetic methods
 GP0557.and adjusted by the National Geodetic Survey in November 1997..
 GP0557
 GP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0557
 GP0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0557
 GP0557.The geoid height was determined by GEOID03.
 GP0557
 GP0557;                    North         East     Units Scale Factor Converg.
 GP0557;SPC AZ C     -   655,108.863   271,216.418   MT  0.99994122   +0 23 23.5
 GP0557;SPC AZ C     - 2,149,307.29    889,817.64   iFT  0.99994122   +0 23 23.5
 GP0557;UTM  12      - 4,084,350.848   476,175.778   MT  0.99960699   -0 09 38.1
 GP0557
 GP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0557!SPC AZ C     -   0.99978486  x   0.99994122  =   0.99972610
 GP0557!UTM  12      -   0.99978486  x   0.99960699  =   0.99939194
 GP0557
 GP0557:                Primary Azimuth Mark                     Grid Az
 GP0557:SPC AZ C     -  ET A 12                                  248 25 57.2
 GP0557:UTM  12      -  ET A 12                                  248 58 58.8
 GP0557
 GP0557|---------------------------------------------------------------------|
 GP0557| PID    Reference Object                     Distance      Geod. Az  |
 GP0557|                                                           dddmmss.s |
 GP0557| GP0560 ET A 12                             APPROX. 2.4 KM 2484920.7 |
 GP0557|---------------------------------------------------------------------|
 GP0557
 GP0557                          SUPERSEDED SURVEY CONTROL
 GP0557
 GP0557  NAD 83(1992)-  36 54 17.46901(N)    111 16 02.73532(W) AD(       ) 3
 GP0557  NAD 83(1986)-  36 54 17.46366(N)    111 16 02.73643(W) AD(       ) 3
 GP0557  NAD 27      -  36 54 17.49213(N)    111 16 00.19940(W) AD(       ) 3
 GP0557  NGVD 29 (07/19/86) 1393.5    (m)         4572.     (f) VERT ANG       
 GP0557
 GP0557.Superseded values are not recommended for survey control.
 GP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0557.See file dsdata.txt to determine how the superseded data were derived.
 GP0557
 GP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7617684351(NAD 83)
 GP0557_MARKER: DD = SURVEY DISK
 GP0557_SETTING: 66 = SET IN ROCK OUTCROP
 GP0557_SP_SET: SET IN ROCK OUTCROP
 GP0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0557+STABILITY: POSITION/ELEVATION WELL
 GP0557
 GP0557  HISTORY     - Date     Condition        Report By
 GP0557  HISTORY     - 1959     MONUMENTED       USGS
 GP0557
 GP0557                          STATION DESCRIPTION
 GP0557
 GP0557'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0557'LOCATED ABOUT 12.4 MI. E. OF GLEN CANYON DAM, 5.1 MI. SE. OF TOWER
 GP0557'BUTTE AND 0.7 MI. N. OF NAVAJO CREEK, AT THE HIGHEST TOP OF
 GP0557'SEVERAL TOPS ON THE RIDGE.
 GP0557'
 GP0557'STATION REACHED BY HELICOPTER.
 GP0557'
 GP0557'STATION MARK--STANDARD TABLET, STAMPED ---ET A 25 1959---, CEMENTED
 GP0557'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0559 ***********************************************************************
 GP0559  DESIGNATION -  ET A 26
 GP0559  PID         -  GP0559
 GP0559  STATE/COUNTY-  AZ/COCONINO
 GP0559  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0559
 GP0559                         *CURRENT SURVEY CONTROL
 GP0559  ___________________________________________________________________
 GP0559* NAD 83(1992)-  36 55 31.68483(N)    111 17 19.98334(W)     ADJUSTED  
 GP0559* NAVD 88     -      1410.2    (meters)    4627.     (feet)  VERTCON   
 GP0559  ___________________________________________________________________
 GP0559  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GP0559  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0559
 GP0559  HORZ ORDER  -  THIRD
 GP0559
 GP0559.The horizontal coordinates were established by classical geodetic methods
 GP0559.and adjusted by the National Geodetic Survey in November 1997..
 GP0559
 GP0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0559
 GP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0559
 GP0559.The geoid height was determined by GEOID03.
 GP0559
 GP0559;                    North         East     Units Scale Factor Converg.
 GP0559;SPC AZ C     -   657,383.677   269,289.176   MT  0.99993852   +0 22 37.8
 GP0559;SPC AZ C     - 2,156,770.59    883,494.67   iFT  0.99993852   +0 22 37.8
 GP0559;UTM  12      - 4,086,643.314   474,271.118   MT  0.99960815   -0 10 24.8
 GP0559
 GP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0559!SPC AZ C     -   0.99978241  x   0.99993852  =   0.99972094
 GP0559!UTM  12      -   0.99978241  x   0.99960815  =   0.99939065
 GP0559
 GP0559:                Primary Azimuth Mark                     Grid Az
 GP0559:SPC AZ C     -  ET A 25                                  139 43 42.1
 GP0559:UTM  12      -  ET A 25                                  140 16 44.7
 GP0559
 GP0559|---------------------------------------------------------------------|
 GP0559| PID    Reference Object                     Distance      Geod. Az  |
 GP0559|                                                           dddmmss.s |
 GP0559| GP0557 ET A 25                             APPROX. 3.0 KM 1400619.9 |
 GP0559|---------------------------------------------------------------------|
 GP0559
 GP0559                          SUPERSEDED SURVEY CONTROL
 GP0559
 GP0559  NAD 83(1992)-  36 55 31.68374(N)    111 17 19.98242(W) AD(       ) 3
 GP0559  NAD 83(1986)-  36 55 31.67898(N)    111 17 19.98314(W) AD(       ) 3
 GP0559  NAD 27      -  36 55 31.70887(N)    111 17 17.44259(W) AD(       ) 3
 GP0559  NGVD 29 (07/19/86) 1409.2    (m)         4623.     (f) VERT ANG       
 GP0559
 GP0559.Superseded values are not recommended for survey control.
 GP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0559.See file dsdata.txt to determine how the superseded data were derived.
 GP0559
 GP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7427186643(NAD 83)
 GP0559_MARKER: DD = SURVEY DISK
 GP0559_SETTING: 66 = SET IN ROCK OUTCROP
 GP0559_SP_SET: SET IN ROCK OUTCROP
 GP0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0559+STABILITY: POSITION/ELEVATION WELL
 GP0559
 GP0559  HISTORY     - Date     Condition        Report By
 GP0559  HISTORY     - 1959     MONUMENTED       USGS
 GP0559
 GP0559                          STATION DESCRIPTION
 GP0559
 GP0559'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0559'LOCATED ABOUT 3.2 MI. S-SE. OF TOWER BUTTE, 4.5 MI. N-NE. OF LECHE-E
 GP0559'ROCK AND 0.9 MI. N. OF NAVAJO CREEK, NEAR THE SUMMIT OF A FLAT SANDY
 GP0559'RIDGE.
 GP0559'
 GP0559'STATION REACHED BY HELICOPTER.
 GP0559'
 GP0559'STATION MARK--STANDARD TABLET, STAMPED ---ET A 26 1959---, SET IN
 GP0559'SANDSTONE ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0558 ***********************************************************************
 GP0558  DESIGNATION -  ET A 27
 GP0558  PID         -  GP0558
 GP0558  STATE/COUNTY-  AZ/COCONINO
 GP0558  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0558
 GP0558                         *CURRENT SURVEY CONTROL
 GP0558  ___________________________________________________________________
 GP0558* NAD 83(1992)-  36 58 56.07672(N)    111 16 45.79356(W)     ADJUSTED  
 GP0558* NAVD 88     -      1225.5    (meters)    4021.     (feet)  VERTCON   
 GP0558  ___________________________________________________________________
 GP0558  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 GP0558  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0558
 GP0558  HORZ ORDER  -  THIRD
 GP0558
 GP0558.The horizontal coordinates were established by classical geodetic methods
 GP0558.and adjusted by the National Geodetic Survey in November 1997..
 GP0558
 GP0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0558
 GP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0558
 GP0558.The geoid height was determined by GEOID03.
 GP0558
 GP0558;                    North         East     Units Scale Factor Converg.
 GP0558;SPC AZ C     -   663,689.532   270,093.160   MT  0.99993964   +0 23 00.2
 GP0558;SPC AZ C     - 2,177,459.09    886,132.41   iFT  0.99993964   +0 23 00.2
 GP0558;UTM  12      - 4,092,939.060   475,135.428   MT  0.99960762   -0 10 05.1
 GP0558
 GP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0558!SPC AZ C     -   0.99981140  x   0.99993964  =   0.99975105
 GP0558!UTM  12      -   0.99981140  x   0.99960762  =   0.99941909
 GP0558
 GP0558:                Primary Azimuth Mark                     Grid Az
 GP0558:SPC AZ C     -  MESKIN=ET U 67                           358 16 01.6
 GP0558:UTM  12      -  MESKIN=ET U 67                           358 49 06.9
 GP0558
 GP0558|---------------------------------------------------------------------|
 GP0558| PID    Reference Object                     Distance      Geod. Az  |
 GP0558|                                                           dddmmss.s |
 GP0558| HN0753 MESKIN=ET U 67                      APPROX. 3.5 KM 3583901.8 |
 GP0558|---------------------------------------------------------------------|
 GP0558
 GP0558                          SUPERSEDED SURVEY CONTROL
 GP0558
 GP0558  NAD 83(1992)-  36 58 56.07682(N)    111 16 45.79502(W) AD(       ) 3
 GP0558  NAD 83(1986)-  36 58 56.07210(N)    111 16 45.79649(W) AD(       ) 3
 GP0558  NAD 27      -  36 58 56.10536(N)    111 16 43.25385(W) AD(       ) 3
 GP0558  NGVD 29 (07/19/86) 1224.5    (m)         4017.     (f) VERT ANG       
 GP0558
 GP0558.Superseded values are not recommended for survey control.
 GP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0558.See file dsdata.txt to determine how the superseded data were derived.
 GP0558
 GP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7513592939(NAD 83)
 GP0558_MARKER: DD = SURVEY DISK
 GP0558_SETTING: 66 = SET IN ROCK OUTCROP
 GP0558_SP_SET: SET IN ROCK OUTCROP
 GP0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0558+STABILITY: POSITION/ELEVATION WELL
 GP0558
 GP0558  HISTORY     - Date     Condition        Report By
 GP0558  HISTORY     - 1959     MONUMENTED       USGS
 GP0558
 GP0558                          STATION DESCRIPTION
 GP0558
 GP0558'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0558'LOCATED ABOUT 6.2 MI. E-NE. OF THE JUNCTION OF NAVAJO CREEK AND THE
 GP0558'COLORADO RIVER, 2.0 MI. NE. OF TOWER BUTTE AND 2.0 MI. N-NW. OF
 GP0558'PINNACLE ROCK AT A POINT ON RIM.
 GP0558'
 GP0558'STATION REACHED BY HELICOPTER.
 GP0558'
 GP0558'STATION MARK--STANDARD TABLET, STAMPED ---ET A 27 1959---, SET IN
 GP0558'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0582 ***********************************************************************
 GP0582  DESIGNATION -  ET A 3
 GP0582  PID         -  GP0582
 GP0582  STATE/COUNTY-  AZ/COCONINO
 GP0582  USGS QUAD   -  PAGE (1985)
 GP0582
 GP0582                         *CURRENT SURVEY CONTROL
 GP0582  ___________________________________________________________________
 GP0582* NAD 83(1992)-  36 58 32.19424(N)    111 26 25.64747(W)     ADJUSTED  
 GP0582* NAVD 88     -      1186.0    (meters)    3891.     (feet)  VERTCON   
 GP0582  ___________________________________________________________________
 GP0582  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0582  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0582
 GP0582  HORZ ORDER  -  THIRD
 GP0582
 GP0582.The horizontal coordinates were established by classical geodetic methods
 GP0582.and adjusted by the National Geodetic Survey in November 1997..
 GP0582
 GP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0582
 GP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0582
 GP0582.The geoid height was determined by GEOID03.
 GP0582
 GP0582;                    North         East     Units Scale Factor Converg.
 GP0582;SPC AZ C     -   662,869.551   255,757.594   MT  0.99992214   +0 17 11.2
 GP0582;SPC AZ C     - 2,174,768.87    839,099.72   iFT  0.99992214   +0 17 11.2
 GP0582;UTM  12      - 4,092,257.294   460,797.190   MT  0.99961893   -0 15 53.7
 GP0582
 GP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0582!SPC AZ C     -   0.99981760  x   0.99992214  =   0.99973975
 GP0582!UTM  12      -   0.99981760  x   0.99961893  =   0.99943660
 GP0582
 GP0582:                Primary Azimuth Mark                     Grid Az
 GP0582:SPC AZ C     -  ET A 5                                   133 20 32.3
 GP0582:UTM  12      -  ET A 5                                   133 53 37.2
 GP0582
 GP0582|---------------------------------------------------------------------|
 GP0582| PID    Reference Object                     Distance      Geod. Az  |
 GP0582|                                                           dddmmss.s |
 GP0582| GP0578 ET A 5                              APPROX. 4.0 KM 1333743.5 |
 GP0582|---------------------------------------------------------------------|
 GP0582
 GP0582                          SUPERSEDED SURVEY CONTROL
 GP0582
 GP0582  NAD 83(1992)-  36 58 32.19392(N)    111 26 25.64694(W) AD(       ) 3
 GP0582  NAD 83(1986)-  36 58 32.18884(N)    111 26 25.64763(W) AD(       ) 3
 GP0582  NAD 27      -  36 58 32.23164(N)    111 26 23.08164(W) AD(       ) 3
 GP0582  NGVD 29 (07/19/86) 1185.1    (m)         3888.     (f) VERT ANG       
 GP0582
 GP0582.Superseded values are not recommended for survey control.
 GP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0582.See file dsdata.txt to determine how the superseded data were derived.
 GP0582
 GP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6079792257(NAD 83)
 GP0582_MARKER: DD = SURVEY DISK
 GP0582_SETTING: 66 = SET IN ROCK OUTCROP
 GP0582_SP_SET: SET IN ROCK OUTCROP
 GP0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0582+STABILITY: POSITION/ELEVATION WELL
 GP0582
 GP0582  HISTORY     - Date     Condition        Report By
 GP0582  HISTORY     - 1959     MONUMENTED       USGS
 GP0582
 GP0582                          STATION DESCRIPTION
 GP0582
 GP0582'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0582'LOCATED ABOUT 7.3 MI. W. OF TOWER BUTTE, 3.6 MI. NE. OF GLEN CANYON
 GP0582'DAM AND 0.4 MI. N. OF COLORADO RIVER, ON THE SE. END OF A FLAT TOP.
 GP0582'
 GP0582'STATION REACHED BY HELICOPTER.
 GP0582'
 GP0582'STATION MARK--STANDARD TABLET, STAMPED ---ET A 3 1959---, CEMENTED
 GP0582'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0577 ***********************************************************************
 GP0577  DESIGNATION -  ET A 4
 GP0577  PID         -  GP0577
 GP0577  STATE/COUNTY-  AZ/COCONINO
 GP0577  USGS QUAD   -  PAGE (1985)
 GP0577
 GP0577                         *CURRENT SURVEY CONTROL
 GP0577  ___________________________________________________________________
 GP0577* NAD 83(1992)-  36 58 17.59676(N)    111 24 25.92799(W)     ADJUSTED  
 GP0577* NAVD 88     -      1192.0    (meters)    3911.     (feet)  VERTCON   
 GP0577  ___________________________________________________________________
 GP0577  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GP0577  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0577
 GP0577  HORZ ORDER  -  THIRD
 GP0577
 GP0577.The horizontal coordinates were established by classical geodetic methods
 GP0577.and adjusted by the National Geodetic Survey in November 1997..
 GP0577
 GP0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0577
 GP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0577
 GP0577.The geoid height was determined by GEOID03.
 GP0577
 GP0577;                    North         East     Units Scale Factor Converg.
 GP0577;SPC AZ C     -   662,434.914   258,720.800   MT  0.99992534   +0 18 23.1
 GP0577;SPC AZ C     - 2,173,342.89    848,821.52   iFT  0.99992534   +0 18 23.1
 GP0577;UTM  12      - 4,091,794.305   463,755.171   MT  0.99961618   -0 14 41.6
 GP0577
 GP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0577!SPC AZ C     -   0.99981666  x   0.99992534  =   0.99974201
 GP0577!UTM  12      -   0.99981666  x   0.99961618  =   0.99943291
 GP0577
 GP0577:                Primary Azimuth Mark                     Grid Az
 GP0577:SPC AZ C     -  ET A 5                                   180 31 28.5
 GP0577:UTM  12      -  ET A 5                                   181 04 33.2
 GP0577
 GP0577|---------------------------------------------------------------------|
 GP0577| PID    Reference Object                     Distance      Geod. Az  |
 GP0577|                                                           dddmmss.s |
 GP0577| GP0578 ET A 5                              APPROX. 2.3 KM 1804951.6 |
 GP0577|---------------------------------------------------------------------|
 GP0577
 GP0577                          SUPERSEDED SURVEY CONTROL
 GP0577
 GP0577  NAD 83(1992)-  36 58 17.59521(N)    111 24 25.92677(W) AD(       ) 3
 GP0577  NAD 83(1986)-  36 58 17.59011(N)    111 24 25.92691(W) AD(       ) 3
 GP0577  NAD 27      -  36 58 17.62936(N)    111 24 23.36452(W) AD(       ) 3
 GP0577  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG       
 GP0577
 GP0577.Superseded values are not recommended for survey control.
 GP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0577.See file dsdata.txt to determine how the superseded data were derived.
 GP0577
 GP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6375591794(NAD 83)
 GP0577_MARKER: DD = SURVEY DISK
 GP0577_SETTING: 66 = SET IN ROCK OUTCROP
 GP0577_SP_SET: SET IN ROCK OUTCROP
 GP0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0577+STABILITY: POSITION/ELEVATION WELL
 GP0577
 GP0577  HISTORY     - Date     Condition        Report By
 GP0577  HISTORY     - 1959     MONUMENTED       USGS
 GP0577
 GP0577                          STATION DESCRIPTION
 GP0577
 GP0577'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0577'LOCATED ABOUT 5.0 MI. NE. OF GLEN CANYON DAM, 1.5 MI. SW. OF THE
 GP0577'MOUTH OF NAVAJO CREEK, ON THE HIGH GROUND IN A RATHER LARGE LOOP OF
 GP0577'THE COLORADO RIVER, BEING ON THE NORTHERLY SIDE OF THE RIVER AND
 GP0577'ABOUT 0.2 MI. FROM THE RIVER EDGE.
 GP0577'
 GP0577'STATION REACHED BY HELICOPTER.
 GP0577'
 GP0577'STATION MARK--STANDARD TABLET, STAMPED ---ET A 4 1959---, CEMENTED
 GP0577'INTO A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0541 ***********************************************************************
 GP0541  DESIGNATION -  ET A 40
 GP0541  PID         -  GP0541
 GP0541  STATE/COUNTY-  AZ/COCONINO
 GP0541  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0541
 GP0541                         *CURRENT SURVEY CONTROL
 GP0541  ___________________________________________________________________
 GP0541* NAD 83(1992)-  36 51 12.86829(N)    111 08 56.17542(W)     ADJUSTED  
 GP0541* NAVD 88     -      1325.3    (meters)    4348.     (feet)  VERTCON   
 GP0541  ___________________________________________________________________
 GP0541  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 GP0541  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 GP0541
 GP0541  HORZ ORDER  -  THIRD
 GP0541
 GP0541.The horizontal coordinates were established by classical geodetic methods
 GP0541.and adjusted by the National Geodetic Survey in November 1997..
 GP0541
 GP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0541
 GP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0541
 GP0541.The geoid height was determined by GEOID03.
 GP0541
 GP0541;                    North         East     Units Scale Factor Converg.
 GP0541;SPC AZ C     -   649,497.077   281,821.395   MT  0.99995772   +0 27 37.7
 GP0541;SPC AZ C     - 2,130,895.92    924,610.88   iFT  0.99995772   +0 27 37.7
 GP0541;UTM  12      - 4,078,639.467   486,722.745   MT  0.99960217   -0 05 21.6
 GP0541
 GP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0541!SPC AZ C     -   0.99979567  x   0.99995772  =   0.99975340
 GP0541!UTM  12      -   0.99979567  x   0.99960217  =   0.99939792
 GP0541
 GP0541:                Primary Azimuth Mark                     Grid Az
 GP0541:SPC AZ C     -  ET A 15                                  239 39 25.0
 GP0541:UTM  12      -  ET A 15                                  240 12 24.3
 GP0541
 GP0541|---------------------------------------------------------------------|
 GP0541| PID    Reference Object                     Distance      Geod. Az  |
 GP0541|                                                           dddmmss.s |
 GP0541| GP0542 ET A 15                             APPROX. 2.2 KM 2400702.7 |
 GP0541|---------------------------------------------------------------------|
 GP0541
 GP0541                          SUPERSEDED SURVEY CONTROL
 GP0541
 GP0541  NAD 83(1992)-  36 51 12.86877(N)    111 08 56.17427(W) AD(       ) 3
 GP0541  NAD 83(1986)-  36 51 12.85885(N)    111 08 56.17845(W) AD(       ) 3
 GP0541  NAD 27      -  36 51 12.88686(N)    111 08 53.65448(W) AD(       ) 3
 GP0541  NGVD 29 (07/19/86) 1324.3    (m)         4345.     (f) VERT ANG       
 GP0541
 GP0541.Superseded values are not recommended for survey control.
 GP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0541.See file dsdata.txt to determine how the superseded data were derived.
 GP0541
 GP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8672378639(NAD 83)
 GP0541_MARKER: DD = SURVEY DISK
 GP0541_SETTING: 66 = SET IN ROCK OUTCROP
 GP0541_SP_SET: SET IN ROCK OUTCROP
 GP0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0541+STABILITY: POSITION/ELEVATION WELL
 GP0541
 GP0541  HISTORY     - Date     Condition        Report By
 GP0541  HISTORY     - 1959     MONUMENTED       USGS
 GP0541
 GP0541                          STATION DESCRIPTION
 GP0541
 GP0541'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0541'LOCATED ABOUT 4.8 MI. NE. OF THE JUNCTIONS OF PEACH WASH AND KAIBITO
 GP0541'CREEK, 3.5 MI. ESE. OF THE JUNCTIONS OF NAVAJO AND KAIBITO CREEKS,
 GP0541'1.9 MI. NNE. OF SMALL BUTTE, 0.2 MI. N. OF NAVAJO CREEK, 500 FT. N.
 GP0541'OF A SADDLE WHICH LEADS TO A SMALLER BUTTE NEAR THE S. POINT OF A
 GP0541'GREEN BRUSH-COVERED BUTTE.
 GP0541'
 GP0541'STATION REACHED BY HELICOPTER.
 GP0541'
 GP0541'STATION MARK--STANDARD TABLET, STAMPED ---ET A 40 1959---, SET IN
 GP0541'SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0544 ***********************************************************************
 GP0544  DESIGNATION -  ET A 41
 GP0544  PID         -  GP0544
 GP0544  STATE/COUNTY-  AZ/COCONINO
 GP0544  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0544
 GP0544                         *CURRENT SURVEY CONTROL
 GP0544  ___________________________________________________________________
 GP0544* NAD 83(1992)-  36 49 26.67112(N)    111 12 44.54162(W)     ADJUSTED  
 GP0544* NAVD 88     -      1375.8    (meters)    4514.     (feet)  VERTCON   
 GP0544  ___________________________________________________________________
 GP0544  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 GP0544  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 GP0544
 GP0544  HORZ ORDER  -  THIRD
 GP0544
 GP0544.The horizontal coordinates were established by classical geodetic methods
 GP0544.and adjusted by the National Geodetic Survey in November 1997..
 GP0544
 GP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0544
 GP0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0544
 GP0544.The geoid height was determined by GEOID03.
 GP0544
 GP0544;                    North         East     Units Scale Factor Converg.
 GP0544;SPC AZ C     -   646,180.084   276,188.685   MT  0.99994862   +0 25 19.7
 GP0544;SPC AZ C     - 2,120,013.40    906,130.86   iFT  0.99994862   +0 25 19.7
 GP0544;UTM  12      - 4,075,377.800   481,060.458   MT  0.99960442   -0 07 38.2
 GP0544
 GP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0544!SPC AZ C     -   0.99978776  x   0.99994862  =   0.99973639
 GP0544!UTM  12      -   0.99978776  x   0.99960442  =   0.99939226
 GP0544
 GP0544:                Primary Azimuth Mark                     Grid Az
 GP0544:SPC AZ C     -  ET A 14                                  295 58 02.4
 GP0544:UTM  12      -  ET A 14                                  296 31 00.3
 GP0544
 GP0544|---------------------------------------------------------------------|
 GP0544| PID    Reference Object                     Distance      Geod. Az  |
 GP0544|                                                           dddmmss.s |
 GP0544| GP0545 ET A 14                             APPROX. 2.9 KM 2962322.1 |
 GP0544|---------------------------------------------------------------------|
 GP0544
 GP0544                          SUPERSEDED SURVEY CONTROL
 GP0544
 GP0544  NAD 83(1992)-  36 49 26.67085(N)    111 12 44.53989(W) AD(       ) 3
 GP0544  NAD 83(1986)-  36 49 26.66287(N)    111 12 44.54532(W) AD(       ) 3
 GP0544  NAD 27      -  36 49 26.68775(N)    111 12 42.01419(W) AD(       ) 3
 GP0544  NGVD 29 (07/19/86) 1374.8    (m)         4510.     (f) VERT ANG       
 GP0544
 GP0544.Superseded values are not recommended for survey control.
 GP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0544.See file dsdata.txt to determine how the superseded data were derived.
 GP0544
 GP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8106075378(NAD 83)
 GP0544_MARKER: DD = SURVEY DISK
 GP0544_SETTING: 66 = SET IN ROCK OUTCROP
 GP0544_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0544+STABILITY: POSITION/ELEVATION WELL
 GP0544
 GP0544  HISTORY     - Date     Condition        Report By
 GP0544  HISTORY     - 1959     MONUMENTED       USGS
 GP0544
 GP0544                          STATION DESCRIPTION
 GP0544
 GP0544'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0544'LOCATED ABOUT 2.5 MI. S. OF THE JUNCTION OF NAVAJO AND KAIBITO CREEKS,
 GP0544'0.7 MI. N. OF JUNCTION OF PEACH WASH AND KAIBITO CREEK, ON HIGHEST
 GP0544'PART OF A SMALL TOP ON THE E. SIDE OF KAIBITO CREEK.
 GP0544'
 GP0544'STATION REACHED BY HELICOPTER.
 GP0544'
 GP0544'STATION MARK--STANDARD TABLET, STAMPED ---ET A 41 1959---, CEMENTED
 GP0544'IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0579 ***********************************************************************
 GP0579  DESIGNATION -  ET A 42
 GP0579  PID         -  GP0579
 GP0579  STATE/COUNTY-  AZ/COCONINO
 GP0579  USGS QUAD   -  PAGE (1985)
 GP0579
 GP0579                         *CURRENT SURVEY CONTROL
 GP0579  ___________________________________________________________________
 GP0579* NAD 83(1992)-  36 55 39.25230(N)    111 24 54.11560(W)     ADJUSTED  
 GP0579* NAVD 88     -      1217.0    (meters)    3993.     (feet)  VERTCON   
 GP0579  ___________________________________________________________________
 GP0579  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GP0579  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0579
 GP0579  HORZ ORDER  -  THIRD
 GP0579
 GP0579.The horizontal coordinates were established by classical geodetic methods
 GP0579.and adjusted by the National Geodetic Survey in November 1997..
 GP0579
 GP0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0579
 GP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0579
 GP0579.The geoid height was determined by GEOID03.
 GP0579
 GP0579;                    North         East     Units Scale Factor Converg.
 GP0579;SPC AZ C     -   657,550.387   258,049.338   MT  0.99992460   +0 18 05.0
 GP0579;SPC AZ C     - 2,157,317.54    846,618.56   iFT  0.99992460   +0 18 05.0
 GP0579;UTM  12      - 4,086,917.966   463,036.987   MT  0.99961683   -0 14 57.7
 GP0579
 GP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0579!SPC AZ C     -   0.99981273  x   0.99992460  =   0.99973734
 GP0579!UTM  12      -   0.99981273  x   0.99961683  =   0.99942963
 GP0579
 GP0579:                Primary Azimuth Mark                     Grid Az
 GP0579:SPC AZ C     -  ET A 2                                   297 50 48.0
 GP0579:UTM  12      -  ET A 2                                   298 23 50.7
 GP0579
 GP0579|---------------------------------------------------------------------|
 GP0579| PID    Reference Object                     Distance      Geod. Az  |
 GP0579|                                                           dddmmss.s |
 GP0579| GP0581 ET A 2                              APPROX. 2.4 KM 2980853.0 |
 GP0579|---------------------------------------------------------------------|
 GP0579
 GP0579                          SUPERSEDED SURVEY CONTROL
 GP0579
 GP0579  NAD 83(1992)-  36 55 39.25213(N)    111 24 54.11563(W) AD(       ) 3
 GP0579  NAD 83(1986)-  36 55 39.24695(N)    111 24 54.11632(W) AD(       ) 3
 GP0579  NAD 27      -  36 55 39.28511(N)    111 24 51.55783(W) AD(       ) 3
 GP0579  NGVD 29 (07/19/86) 1216.1    (m)         3990.     (f) VERT ANG       
 GP0579
 GP0579.Superseded values are not recommended for survey control.
 GP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0579.See file dsdata.txt to determine how the superseded data were derived.
 GP0579
 GP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6303786918(NAD 83)
 GP0579_MARKER: DD = SURVEY DISK
 GP0579_SETTING: 66 = SET IN ROCK OUTCROP
 GP0579_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0579+STABILITY: POSITION/ELEVATION WELL
 GP0579
 GP0579  HISTORY     - Date     Condition        Report By
 GP0579  HISTORY     - 1959     MONUMENTED       USGS
 GP0579
 GP0579                          STATION DESCRIPTION
 GP0579
 GP0579'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0579'LOCATED ABOUT 4.0 MI. E. OF GLEN CANYON DAM, 2.5 MI. SE. OF JUNCTION
 GP0579'OF ANTELOPE CREEK AND THE COLORADO RIVER, ON THE HIGHEST POINT ON THE
 GP0579'SOUTHEASTERNMOST TOP OF A GROUP OF SANDSTONE OUTCROPS.
 GP0579'
 GP0579'STATION REACHED BY HELICOPTER.
 GP0579'
 GP0579'STATION MARK--STANDARD TABLET, STAMPED ---ET A 42 1959---, CEMENTED
 GP0579'IN DRILL HOLE IN SOLID SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0578 ***********************************************************************
 GP0578  DESIGNATION -  ET A 5
 GP0578  PID         -  GP0578
 GP0578  STATE/COUNTY-  AZ/COCONINO
 GP0578  USGS QUAD   -  PAGE (1985)
 GP0578
 GP0578                         *CURRENT SURVEY CONTROL
 GP0578  ___________________________________________________________________
 GP0578* NAD 83(1992)-  36 57 01.63463(N)    111 24 27.30080(W)     ADJUSTED  
 GP0578* NAVD 88     -      1169.0    (meters)    3835.     (feet)  VERTCON   
 GP0578  ___________________________________________________________________
 GP0578  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GP0578  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0578
 GP0578  HORZ ORDER  -  THIRD
 GP0578
 GP0578.The horizontal coordinates were established by classical geodetic methods
 GP0578.and adjusted by the National Geodetic Survey in November 1997..
 GP0578
 GP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0578
 GP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0578
 GP0578.The geoid height was determined by GEOID03.
 GP0578
 GP0578;                    North         East     Units Scale Factor Converg.
 GP0578;SPC AZ C     -   660,093.262   258,699.356   MT  0.99992532   +0 18 21.7
 GP0578;SPC AZ C     - 2,165,660.31    848,751.17   iFT  0.99992532   +0 18 21.7
 GP0578;UTM  12      - 4,089,453.691   463,711.216   MT  0.99961622   -0 14 42.0
 GP0578
 GP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0578!SPC AZ C     -   0.99982026  x   0.99992532  =   0.99974560
 GP0578!UTM  12      -   0.99982026  x   0.99961622  =   0.99943655
 GP0578
 GP0578:                Primary Azimuth Mark                     Grid Az
 GP0578:SPC AZ C     -  ET A 4                                   000 31 29.1
 GP0578:UTM  12      -  ET A 4                                   001 04 32.8
 GP0578
 GP0578|---------------------------------------------------------------------|
 GP0578| PID    Reference Object                     Distance      Geod. Az  |
 GP0578|                                                           dddmmss.s |
 GP0578| GP0577 ET A 4                              APPROX. 2.3 KM 0004950.8 |
 GP0578|---------------------------------------------------------------------|
 GP0578
 GP0578                          SUPERSEDED SURVEY CONTROL
 GP0578
 GP0578  NAD 83(1992)-  36 57 01.63350(N)    111 24 27.29981(W) AD(       ) 3
 GP0578  NAD 83(1986)-  36 57 01.62826(N)    111 24 27.29993(W) AD(       ) 3
 GP0578  NAD 27      -  36 57 01.66666(N)    111 24 24.73978(W) AD(       ) 3
 GP0578  NGVD 29 (07/19/86) 1168.1    (m)         3832.     (f) VERT ANG       
 GP0578
 GP0578.Superseded values are not recommended for survey control.
 GP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0578.See file dsdata.txt to determine how the superseded data were derived.
 GP0578
 GP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6371189454(NAD 83)
 GP0578_MARKER: DD = SURVEY DISK
 GP0578_SETTING: 66 = SET IN ROCK OUTCROP
 GP0578_SP_SET: SET IN ROCK OUTCROP
 GP0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0578+STABILITY: POSITION/ELEVATION WELL
 GP0578
 GP0578  HISTORY     - Date     Condition        Report By
 GP0578  HISTORY     - 1959     MONUMENTED       USGS
 GP0578
 GP0578                          STATION DESCRIPTION
 GP0578
 GP0578'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0578'LOCATED ABOUT 4.4 MI. E-NE. OF GLEN CANYON DAM, 2.0 MI. SW. OF THE
 GP0578'JUNCTION OF NAVAJO CREEK AND THE COLORADO RIVER AND 0.2 MI. S. OF
 GP0578'THE COLORADO RIVER.
 GP0578'
 GP0578'STATION REACHED BY HELICOPTER.
 GP0578'
 GP0578'STATION MARK--STANDARD TABLET, STAMPED ---ET A 5 1959---, SET IN A
 GP0578'SANDSTONE ROCK OUTCROP AT THE HIGHEST POINT ON A SMALL ROCKY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0564 ***********************************************************************
 GP0564  DESIGNATION -  ET A 6
 GP0564  PID         -  GP0564
 GP0564  STATE/COUNTY-  AZ/COCONINO
 GP0564  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0564
 GP0564                         *CURRENT SURVEY CONTROL
 GP0564  ___________________________________________________________________
 GP0564* NAD 83(1992)-  36 57 31.33126(N)    111 21 29.71534(W)     ADJUSTED  
 GP0564* NAVD 88     -      1284.8    (meters)    4215.     (feet)  VERTCON   
 GP0564  ___________________________________________________________________
 GP0564  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GP0564  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0564
 GP0564  HORZ ORDER  -  THIRD
 GP0564
 GP0564.The horizontal coordinates were established by classical geodetic methods
 GP0564.and adjusted by the National Geodetic Survey in November 1997..
 GP0564
 GP0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0564
 GP0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0564
 GP0564.The geoid height was determined by GEOID03.
 GP0564
 GP0564;                    North         East     Units Scale Factor Converg.
 GP0564;SPC AZ C     -   661,033.240   263,087.337   MT  0.99993045   +0 20 08.7
 GP0564;SPC AZ C     - 2,168,744.23    863,147.43   iFT  0.99993045   +0 20 08.7
 GP0564;UTM  12      - 4,090,351.140   468,106.656   MT  0.99961253   -0 12 55.4
 GP0564
 GP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0564!SPC AZ C     -   0.99980209  x   0.99993045  =   0.99973255
 GP0564!UTM  12      -   0.99980209  x   0.99961253  =   0.99941470
 GP0564
 GP0564:                Primary Azimuth Mark                     Grid Az
 GP0564:SPC AZ C     -  ET A 7                                   027 11 32.9
 GP0564:UTM  12      -  ET A 7                                   027 44 37.0
 GP0564
 GP0564|---------------------------------------------------------------------|
 GP0564| PID    Reference Object                     Distance      Geod. Az  |
 GP0564|                                                           dddmmss.s |
 GP0564| GP0563 ET A 7                              APPROX. 1.8 KM 0273141.6 |
 GP0564|---------------------------------------------------------------------|
 GP0564
 GP0564                          SUPERSEDED SURVEY CONTROL
 GP0564
 GP0564  NAD 83(1992)-  36 57 31.32951(N)    111 21 29.71322(W) AD(       ) 3
 GP0564  NAD 83(1986)-  36 57 31.32471(N)    111 21 29.71217(W) AD(       ) 3
 GP0564  NAD 27      -  36 57 31.35938(N)    111 21 27.15692(W) AD(       ) 3
 GP0564  NGVD 29 (07/19/86) 1283.9    (m)         4212.     (f) VERT ANG       
 GP0564
 GP0564.Superseded values are not recommended for survey control.
 GP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0564.See file dsdata.txt to determine how the superseded data were derived.
 GP0564
 GP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6810790351(NAD 83)
 GP0564_MARKER: DD = SURVEY DISK
 GP0564_SETTING: 66 = SET IN ROCK OUTCROP
 GP0564_SP_SET: SET IN ROCK OUTCROP
 GP0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0564+STABILITY: POSITION/ELEVATION WELL
 GP0564
 GP0564  HISTORY     - Date     Condition        Report By
 GP0564  HISTORY     - 1959     MONUMENTED       USGS
 GP0564
 GP0564                          STATION DESCRIPTION
 GP0564
 GP0564'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0564'LOCATED ABOUT 7.2 MI. E. OF GLEN CANYON DAM, 2.8 MI. W. OF TOWER
 GP0564'BUTTE AND 0.2 MI. S. OF NAVAJO CREEK, ON THE N. END OF A ROUND
 GP0564'SANDSTONE TOP.
 GP0564'
 GP0564'STATION REACHED BY HELICOPTER.
 GP0564'
 GP0564'STATION MARK--STANDARD TABLET, STAMPED ---ET A 6 1959---, CEMENTED
 GP0564'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0563 ***********************************************************************
 GP0563  DESIGNATION -  ET A 7
 GP0563  PID         -  GP0563
 GP0563  STATE/COUNTY-  AZ/COCONINO
 GP0563  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0563
 GP0563                         *CURRENT SURVEY CONTROL
 GP0563  ___________________________________________________________________
 GP0563* NAD 83(1992)-  36 58 22.42520(N)    111 20 56.52503(W)     ADJUSTED  
 GP0563* NAVD 88     -      1283.5    (meters)    4211.     (feet)  VERTCON   
 GP0563  ___________________________________________________________________
 GP0563  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GP0563  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0563
 GP0563  HORZ ORDER  -  THIRD
 GP0563
 GP0563.The horizontal coordinates were established by classical geodetic methods
 GP0563.and adjusted by the National Geodetic Survey in November 1997..
 GP0563
 GP0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0563
 GP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0563
 GP0563.The geoid height was determined by GEOID03.
 GP0563
 GP0563;                    North         East     Units Scale Factor Converg.
 GP0563;SPC AZ C     -   662,613.025   263,898.972   MT  0.99993146   +0 20 29.0
 GP0563;SPC AZ C     - 2,173,927.25    865,810.28   iFT  0.99993146   +0 20 29.0
 GP0563;UTM  12      - 4,091,922.542   468,933.189   MT  0.99961189   -0 12 35.7
 GP0563
 GP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0563!SPC AZ C     -   0.99980229  x   0.99993146  =   0.99973377
 GP0563!UTM  12      -   0.99980229  x   0.99961189  =   0.99941426
 GP0563
 GP0563:                Primary Azimuth Mark                     Grid Az
 GP0563:SPC AZ C     -  ET A 6                                   207 11 32.6
 GP0563:UTM  12      -  ET A 6                                   207 44 37.3
 GP0563
 GP0563|---------------------------------------------------------------------|
 GP0563| PID    Reference Object                     Distance      Geod. Az  |
 GP0563|                                                           dddmmss.s |
 GP0563| GP0564 ET A 6                              APPROX. 1.8 KM 2073201.6 |
 GP0563|---------------------------------------------------------------------|
 GP0563
 GP0563                          SUPERSEDED SURVEY CONTROL
 GP0563
 GP0563  NAD 83(1992)-  36 58 22.42355(N)    111 20 56.52294(W) AD(       ) 3
 GP0563  NAD 83(1986)-  36 58 22.41870(N)    111 20 56.52190(W) AD(       ) 3
 GP0563  NAD 27      -  36 58 22.45401(N)    111 20 53.96592(W) AD(       ) 3
 GP0563  NGVD 29 (07/19/86) 1282.6    (m)         4208.     (f) VERT ANG       
 GP0563
 GP0563.Superseded values are not recommended for survey control.
 GP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0563.See file dsdata.txt to determine how the superseded data were derived.
 GP0563
 GP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6893391923(NAD 83)
 GP0563_MARKER: DD = SURVEY DISK
 GP0563_SETTING: 66 = SET IN ROCK OUTCROP
 GP0563_SP_SET: SET IN ROCK OUTCROP
 GP0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0563+STABILITY: POSITION/ELEVATION WELL
 GP0563
 GP0563  HISTORY     - Date     Condition        Report By
 GP0563  HISTORY     - 1959     MONUMENTED       USGS
 GP0563
 GP0563                          STATION DESCRIPTION
 GP0563
 GP0563'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0563'LOCATED ABOUT 2.2 MI. W. OF TOWER BUTTE, 8.0 MI. E-NE. OF GLEN
 GP0563'CANYON DAM AND 2.2 MI. E. OF THE JUNCTION OF THE COLORADO RIVER
 GP0563'AND NAVAJO CREEK, ON THE HIGHEST POINT AT S. END OF A BROWN MES
 GP0563'
 GP0563'STATION REACHED BY HELICOPTER.
 GP0563'
 GP0563'STATION MARK--STANDARD TABLET, STAMPED ---ET A 7 1959---, CEMENTED
 GP0563'IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0576 ***********************************************************************
 GP0576  DESIGNATION -  ET A 8
 GP0576  PID         -  GP0576
 GP0576  STATE/COUNTY-  AZ/COCONINO
 GP0576  USGS QUAD   -  PAGE (1985)
 GP0576
 GP0576                         *CURRENT SURVEY CONTROL
 GP0576  ___________________________________________________________________
 GP0576* NAD 83(1992)-  36 59 32.31943(N)    111 23 24.53311(W)     ADJUSTED  
 GP0576* NAVD 88     -      1247.7    (meters)    4093.     (feet)  VERTCON   
 GP0576  ___________________________________________________________________
 GP0576  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GP0576  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0576
 GP0576  HORZ ORDER  -  THIRD
 GP0576
 GP0576.The horizontal coordinates were established by classical geodetic methods
 GP0576.and adjusted by the National Geodetic Survey in November 1997..
 GP0576
 GP0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0576
 GP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0576
 GP0576.The geoid height was determined by GEOID03.
 GP0576
 GP0576;                    North         East     Units Scale Factor Converg.
 GP0576;SPC AZ C     -   664,746.445   260,226.514   MT  0.99992705   +0 19 00.5
 GP0576;SPC AZ C     - 2,180,926.66    853,761.53   iFT  0.99992705   +0 19 00.5
 GP0576;UTM  12      - 4,094,090.524   465,282.588   MT  0.99961485   -0 14 05.1
 GP0576
 GP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0576!SPC AZ C     -   0.99980792  x   0.99992705  =   0.99973498
 GP0576!UTM  12      -   0.99980792  x   0.99961485  =   0.99942284
 GP0576
 GP0576:                Primary Azimuth Mark                     Grid Az
 GP0576:SPC AZ C     -  ET A 9                                   271 20 49.6
 GP0576:UTM  12      -  ET A 9                                   271 53 55.2
 GP0576
 GP0576|---------------------------------------------------------------------|
 GP0576| PID    Reference Object                     Distance      Geod. Az  |
 GP0576|                                                           dddmmss.s |
 GP0576| GP0580 ET A 9                              APPROX. 3.1 KM 2713950.1 |
 GP0576|---------------------------------------------------------------------|
 GP0576
 GP0576                          SUPERSEDED SURVEY CONTROL
 GP0576
 GP0576  NAD 83(1992)-  36 59 32.32191(N)    111 23 24.54099(W) AD(       ) 3
 GP0576  NAD 83(1986)-  36 59 32.31718(N)    111 23 24.54108(W) AD(       ) 3
 GP0576  NAD 27      -  36 59 32.35763(N)    111 23 21.98261(W) AD(       ) 3
 GP0576  NGVD 29 (07/19/86) 1246.8    (m)         4091.     (f) VERT ANG       
 GP0576
 GP0576.Superseded values are not recommended for survey control.
 GP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0576.See file dsdata.txt to determine how the superseded data were derived.
 GP0576
 GP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6528394091(NAD 83)
 GP0576_MARKER: DD = SURVEY DISK
 GP0576_SETTING: 0 = UNSPECIFIED SETTING
 GP0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0576
 GP0576  HISTORY     - Date     Condition        Report By
 GP0576  HISTORY     - 1959     MONUMENTED       USGS
 GP0576
 GP0576                          STATION DESCRIPTION
 GP0576
 GP0576'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0576'LOCATED ABOUT 6.5 MI. NE. OF GLEN CANYON DAM, 4.8 MI. W. OF TOWER
 GP0576'BUTTE AND 1.3 MI. N. OF THE CONFLUENCE OF NAVAJO CREEK AND THE
 GP0576'COLORADO RIVER, ON A TOP AT THE W. END OF CUMMINGS MESA.
 GP0576'
 GP0576'STATION REACHED BY HELICOPTER.
 GP0576'
 GP0576'STATION MARK--STANDARD TABLET, STAMPED ---ET A 8 1959---, BRAZED ON
 GP0576'TOP OF 1-1/2 IN. GALVANIZED PIPE PROJECTING 2.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0580 ***********************************************************************
 GP0580  DESIGNATION -  ET A 9
 GP0580  PID         -  GP0580
 GP0580  STATE/COUNTY-  AZ/COCONINO
 GP0580  USGS QUAD   -  PAGE (1985)
 GP0580
 GP0580                         *CURRENT SURVEY CONTROL
 GP0580  ___________________________________________________________________
 GP0580* NAD 83(1992)-  36 59 35.23005(N)    111 25 30.23855(W)     ADJUSTED  
 GP0580* NAVD 88     -      1182.9    (meters)    3881.     (feet)  VERTCON   
 GP0580  ___________________________________________________________________
 GP0580  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GP0580  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0580
 GP0580  HORZ ORDER  -  THIRD
 GP0580
 GP0580.The horizontal coordinates were established by classical geodetic methods
 GP0580.and adjusted by the National Geodetic Survey in November 1997..
 GP0580
 GP0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0580
 GP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0580
 GP0580.The geoid height was determined by GEOID03.
 GP0580
 GP0580;                    North         East     Units Scale Factor Converg.
 GP0580;SPC AZ C     -   664,819.546   257,117.890   MT  0.99992358   +0 17 44.9
 GP0580;SPC AZ C     - 2,181,166.49    843,562.63   iFT  0.99992358   +0 17 44.9
 GP0580;UTM  12      - 4,094,193.515   462,175.771   MT  0.99961762   -0 15 20.8
 GP0580
 GP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0580!SPC AZ C     -   0.99981809  x   0.99992358  =   0.99974168
 GP0580!UTM  12      -   0.99981809  x   0.99961762  =   0.99943577
 GP0580
 GP0580:                Primary Azimuth Mark                     Grid Az
 GP0580:SPC AZ C     -  BROWN                                    290 12 15.7
 GP0580:UTM  12      -  BROWN                                    290 45 21.4
 GP0580
 GP0580|---------------------------------------------------------------------|
 GP0580| PID    Reference Object                     Distance      Geod. Az  |
 GP0580|                                                           dddmmss.s |
 GP0580| HN0761 BROWN                               APPROX. 2.7 KM 2903000.6 |
 GP0580|---------------------------------------------------------------------|
 GP0580
 GP0580                          SUPERSEDED SURVEY CONTROL
 GP0580
 GP0580  NAD 83(1992)-  36 59 35.23190(N)    111 25 30.24322(W) AD(       ) 3
 GP0580  NAD 83(1986)-  36 59 35.22696(N)    111 25 30.24367(W) AD(       ) 3
 GP0580  NAD 27      -  36 59 35.26848(N)    111 25 27.68031(W) AD(       ) 3
 GP0580  NGVD 29 (07/19/86) 1182.0    (m)         3878.     (f) VERT ANG       
 GP0580
 GP0580.Superseded values are not recommended for survey control.
 GP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0580.See file dsdata.txt to determine how the superseded data were derived.
 GP0580
 GP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6217694194(NAD 83)
 GP0580_MARKER: DD = SURVEY DISK
 GP0580_SETTING: 0 = UNSPECIFIED SETTING
 GP0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0580
 GP0580  HISTORY     - Date     Condition        Report By
 GP0580  HISTORY     - 1959     MONUMENTED       USGS
 GP0580
 GP0580                          STATION DESCRIPTION
 GP0580
 GP0580'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0580'LOCATED ABOUT 5.3 MI. NE. OF GLEN CANYON DAM AND 0.7 MI. W. OF THE
 GP0580'COLORADO RIVER, ON A SMALL TOP.
 GP0580'
 GP0580'STATION REACHED BY HELICOPTER.
 GP0580'
 GP0580'STATION MARK--STANDARD TABLET, STAMPED ---ET A 9 1959---, WELDED TO
 GP0580'TOP OF A 2 IN. IRON PIPE PROJECTING ABOUT 1.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1150 ***********************************************************************
 CG1150  DESIGNATION -  ETOIKI
 CG1150  PID         -  CG1150
 CG1150  STATE/COUNTY-  AZ/PIMA
 CG1150  USGS QUAD   -  SELLS WEST (1982)
 CG1150
 CG1150                         *CURRENT SURVEY CONTROL
 CG1150  ___________________________________________________________________
 CG1150* NAD 83(1992)-  31 57 13.13819(N)    111 56 34.66847(W)     ADJUSTED  
 CG1150* NAVD 88     -       713.3    (meters)    2340.     (feet)  VERTCON   
 CG1150  ___________________________________________________________________
 CG1150  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CG1150  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 CG1150
 CG1150  HORZ ORDER  -  SECOND
 CG1150
 CG1150.The horizontal coordinates were established by classical geodetic methods
 CG1150.and adjusted by the National Geodetic Survey in August 1993..
 CG1150
 CG1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1150
 CG1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1150
 CG1150.The geoid height was determined by GEOID03.
 CG1150
 CG1150;                    North         East     Units Scale Factor Converg.
 CG1150;SPC AZ C     -   105,728.198   210,874.132   MT  0.99990008   -0 00 50.1
 CG1150;SPC AZ C     -   346,877.29    691,844.27   iFT  0.99990008   -0 00 50.1
 CG1150;UTM  12      - 3,535,686.225   410,885.500   MT  0.99969794   -0 29 56.7
 CG1150
 CG1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1150!SPC AZ C     -   0.99989284  x   0.99990008  =   0.99979293
 CG1150!UTM  12      -   0.99989284  x   0.99969794  =   0.99959082
 CG1150
 CG1150|---------------------------------------------------------------------|
 CG1150| PID    Reference Object                     Distance      Geod. Az  |
 CG1150|                                                           dddmmss.s |
 CG1150| CH5140 ETOIKI RM 1                           6.876 METERS 12729     |
 CG1150| CH5141 ETOIKI RM 2                           8.613 METERS 19805     |
 CG1150| CG1151 WICK                                APPROX. 4.4 KM 3215628.0 |
 CG1150|---------------------------------------------------------------------|
 CG1150
 CG1150                          SUPERSEDED SURVEY CONTROL
 CG1150
 CG1150  NAD 83(1986)-  31 57 13.13179(N)    111 56 34.66829(W) AD(       ) 2
 CG1150  NAD 27      -  31 57 12.87342(N)    111 56 32.22934(W) AD(       ) 2
 CG1150  NGVD 29 (07/19/86)  712.6    (m)         2338.     (f) VERT ANG       
 CG1150
 CG1150.Superseded values are not recommended for survey control.
 CG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1150.See file dsdata.txt to determine how the superseded data were derived.
 CG1150
 CG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1088635686(NAD 83)
 CG1150_MARKER: DD = SURVEY DISK
 CG1150_SETTING: 66 = SET IN ROCK OUTCROP
 CG1150_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CG1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1150+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 CG1150
 CG1150  HISTORY     - Date     Condition        Report By
 CG1150  HISTORY     - 1979     MONUMENTED       AZDT
 CG1150  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG1150  HISTORY     - 20050426 GOOD             INDIV
 CG1150
 CG1150                          STATION DESCRIPTION
 CG1150
 CG1150'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1150'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SELLS ON A SMALL
 CG1150'KNOLL ALONG THE SOUTH SIDE OF STATE HIGHWAY 86.
 CG1150'
 CG1150'THE STATION MARK IS AN AZDT HIGHWAY DIVISION DISK STAMPED ETOIKI 1979.
 CG1150'IT IS SET WITH EPOXY IN A DRILL HOLE IN BEDROCK.
 CG1150'
 CG1150'REFERENCE MARK 1 IS AN AZDT DIVISION OF HIGHWAYS DISK STAMPED ETOIKI
 CG1150'RM 1 1979.  IT IS SET WITH EPOXY TO A BOULDER.
 CG1150'
 CG1150'REFERENCE MARK 2 IS AN AZDT DIVISION OF HIGHWAYS DISK STAMPED ETOIKI
 CG1150'RM 2 1979.  IT IS SET WITH EPOXY TO A BOULDER.
 CG1150'
 CG1150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 AND THE OLD
 CG1150'AJO ROAD IN SELLS WHICH IS JUST WEST OF THE WATER TANK, TRAVEL NORTH
 CG1150'WEST ALONG HIGHWAY 86 FOR 4 MILES TO MILE POST 109.6 AND STATION ON A
 CG1150'SMALL KNOLL 200 FEET SOUTH OF HIGHWAY.
 CG1150
 CG1150                          STATION RECOVERY (1999)
 CG1150
 CG1150'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1150'MARK NOT FOUND.
 CG1150
 CG1150                          STATION RECOVERY (2005)
 CG1150
 CG1150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CG1150'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0629 ***********************************************************************
 DV0629  DESIGNATION -  ETTA
 DV0629  PID         -  DV0629
 DV0629  STATE/COUNTY-  AZ/MARICOPA
 DV0629  USGS QUAD   -  PHOENIX (1982)
 DV0629
 DV0629                         *CURRENT SURVEY CONTROL
 DV0629  ___________________________________________________________________
 DV0629* NAD 83(1992)-  33 27 49.90095(N)    112 05 20.82112(W)     ADJUSTED  
 DV0629* NAVD 88     -       330.161  (meters)    1083.20   (feet)  ADJUSTED  
 DV0629  ___________________________________________________________________
 DV0629  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DV0629  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0629  DYNAMIC HT  -         329.778 (meters)    1081.95  (feet)  COMP
 DV0629  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0629
 DV0629  HORZ ORDER  -  FIRST
 DV0629  VERT ORDER  -  SECOND    CLASS 0
 DV0629
 DV0629.The horizontal coordinates were established by classical geodetic methods
 DV0629.and adjusted by the National Geodetic Survey in August 1993..
 DV0629
 DV0629.The orthometric height was determined by differential leveling
 DV0629.and adjusted by the National Geodetic Survey in November 1993..
 DV0629
 DV0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0629
 DV0629.The geoid height was determined by GEOID03.
 DV0629
 DV0629.The dynamic height is computed by dividing the NAVD 88
 DV0629.geopotential number by the normal gravity value computed on the
 DV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0629.degrees latitude (g = 980.6199 gals.).
 DV0629
 DV0629.The modeled gravity was interpolated from observed gravity values.
 DV0629
 DV0629;                    North         East     Units Scale Factor Converg.
 DV0629;SPC AZ C     -   273,205.912   197,330.417   MT  0.99990317   -0 05 42.3
 DV0629;SPC AZ C     -   896,344.86    647,409.50   iFT  0.99990317   -0 05 42.3
 DV0629;UTM  12      - 3,703,243.024   398,792.537   MT  0.99972628   -0 36 02.2
 DV0629
 DV0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0629!SPC AZ C     -   0.99995287  x   0.99990317  =   0.99985604
 DV0629!UTM  12      -   0.99995287  x   0.99972628  =   0.99967916
 DV0629
 DV0629:                Primary Azimuth Mark                     Grid Az
 DV0629:SPC AZ C     -  STRONG                                   097 20 10.0
 DV0629:UTM  12      -  STRONG                                   097 50 29.9
 DV0629
 DV0629|---------------------------------------------------------------------|
 DV0629| PID    Reference Object                     Distance      Geod. Az  |
 DV0629|                                                           dddmmss.s |
 DV0629| DV0652 STRONG                              APPROX. 4.7 KM 0971427.7 |
 DV0629| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 1.7 KM 1250338.8 |
 DV0629| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 2.1 KM 1380901.7 |
 DV0629| DV0628 ETTA RM 1                            16.148 METERS 23851     |
 DV0629| DV0627 ETTA AZ MK A                                       2652229.8 |
 DV0629| DV0630 ETTA RM 2                            16.578 METERS 35320     |
 DV0629| DV0631 ETTA AZ MK B                                       3555550.5 |
 DV0629|---------------------------------------------------------------------|
 DV0629
 DV0629                          SUPERSEDED SURVEY CONTROL
 DV0629
 DV0629  NAD 83(1986)-  33 27 49.89516(N)    112 05 20.82657(W) AD(       ) 1
 DV0629  NAD 27      -  33 27 49.73970(N)    112 05 18.28990(W) AD(       ) 1
 DV0629  NGVD 29 (??/??/92)  329.470  (m)         1080.94   (f) ADJ UNCH    2 0
 DV0629
 DV0629.Superseded values are not recommended for survey control.
 DV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0629.See file dsdata.txt to determine how the superseded data were derived.
 DV0629
 DV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9879303243(NAD 83)
 DV0629_MARKER: DE = TRAVERSE STATION DISK
 DV0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0629_STAMPING: ETTA 1963
 DV0629_MARK LOGO: CGS   
 DV0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0629+STABILITY: SURFACE MOTION
 DV0629
 DV0629  HISTORY     - Date     Condition        Report By
 DV0629  HISTORY     - 1963     MONUMENTED       CGS
 DV0629  HISTORY     - 1963     GOOD             CGS
 DV0629  HISTORY     - 1968     GOOD             AZHD
 DV0629  HISTORY     - 1979     GOOD             AZDT
 DV0629  HISTORY     - 19950107 GOOD             USPSQD
 DV0629
 DV0629                          STATION DESCRIPTION
 DV0629
 DV0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0629'STATION IS LOCATED JUST NORTHWEST OF THE CENTRAL PARK OF
 DV0629'PHOENIX, AT THE CORNER OF NORTH 13TH AVENUE AND WEST WILLETTA
 DV0629'STREET.
 DV0629'
 DV0629'TO REACH THE STATION FROM THE INTERSECTION OF WEST MC DOWELL
 DV0629'ROAD AND NORTH 13TH AVENUE (AZIMUTH MARK B IS SET IN THE CURB
 DV0629'OF THE SOUTHWEST ANGLE OF THIS INTERSECTION) (INTERSECTION
 DV0629'POINT IS IN THE CENTER OF THIS INTERSECTION), GO SOUTH ON NORTH
 DV0629'13TH AVENUE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DV0629'
 DV0629'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0629'CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED ETTA 1963.
 DV0629'THE MARK IS 42 FEET NORTH OF THE CENTER OF WEST WILLETTA
 DV0629'STREET, 29.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 DV0629'1146 AND 21 FEET EAST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0629'HOLE IN THE CURB AND IS STAMPED ETTA NO 1 1963.  THE MARK IS
 DV0629'27 FEET WEST OF THE CENTER OF NORTH 13TH AVENUE AND 15 FEET
 DV0629'NORTH OF THE CENTER OF WILLETTA STREET.
 DV0629'
 DV0629'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0629'HOLE IN THE CURB AND IS STAMPED ETTA NO 2 1963.  THE MARK IS
 DV0629'96 FEET NORTH OF THE CENTER OF WEST WILLETTA STREET AND 14 FEET
 DV0629'EAST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'AZIMUTH MARK A, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0629'THE CURB AND IS STAMPED ETTA A 1963.  THE MARK IS 76 FEET WEST
 DV0629'OF THE CENTER OF 15TH AVENUE, 15 FEET SOUTH OF THE CENTER OF
 DV0629'WILLETTA STREET AND 10 FEET EAST OF THE CENTER OF A DRIVEWAY.
 DV0629'
 DV0629'AZIMUTH MARK B, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0629'IN THE CURB AND IS STAMPED ETTA B 1963.  THE MARK IS 39 FEET
 DV0629'SOUTH OF THE CENTER OF WEST MC DOWELL ROAD, 36 FEET NORTHEAST
 DV0629'OF THE NORTHEAST CORNER OF THE DORANN APARTMENT BUILDING AND
 DV0629'22 FEET WEST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'INTERSECTION POINT, IS A CITY SURVEY BRONZE DISK SET IN TOP OF
 DV0629'CONCRETE POST WHICH IS SET INSIDE A HANDHOLE IN THE CENTER OF
 DV0629'THE INTERSECTION OF WEST MC DOWELL ROAD AND NORTH 13TH AVENUE.
 DV0629'
 DV0629'TO REACH AZIMUTH MARK A FROM THE STATION, GO WEST ON WEST
 DV0629'WILLETTA STREET FOR 0.15 MILE TO THE MARK ON LEFT.
 DV0629'
 DV0629'HEIGHT OF LIGHT ABOVE STATION MARK 19.7 METERS.
 DV0629
 DV0629                          STATION RECOVERY (1963)
 DV0629
 DV0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0629'IN PHOENIX.
 DV0629'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0629'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, IN PHOENIX, 21.5 FEET
 DV0629'EAST OF NORTH 13TH STREET, 42 FEET NORTH OF THE CENTER OF WEST
 DV0629'WILLETTA STREET, 10.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 DV0629'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A
 DV0629'CONCRETE POST FLUSH WITH THE GROUND.
 DV0629
 DV0629                          STATION RECOVERY (1968)
 DV0629
 DV0629'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 DV0629'GENERAL LOCATION PHOENIX.
 DV0629'
 DV0629'STATION MARK-ALL MARKS RECOVERED AS DESCRIBED.  THE DESCRIPTION
 DV0629'IS ADEQUATE.
 DV0629
 DV0629                          STATION RECOVERY (1979)
 DV0629
 DV0629'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0629'RECOVERED IN GOOD CONDITION.
 DV0629
 DV0629                          STATION RECOVERY (1995)
 DV0629
 DV0629'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0627 ***********************************************************************
 DV0627  DESIGNATION -  ETTA AZ MK A
 DV0627  PID         -  DV0627
 DV0627  STATE/COUNTY-  AZ/MARICOPA
 DV0627  USGS QUAD   -  PHOENIX (1982)
 DV0627
 DV0627                         *CURRENT SURVEY CONTROL
 DV0627  ___________________________________________________________________
 DV0627* NAD 83(1986)-  33 27 48.     (N)    112 05 30.     (W)     SCALED    
 DV0627* NAVD 88     -       329.936  (meters)    1082.46   (feet)  ADJUSTED  
 DV0627  ___________________________________________________________________
 DV0627  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0627  DYNAMIC HT  -         329.553 (meters)    1081.21  (feet)  COMP
 DV0627  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV0627
 DV0627  VERT ORDER  -  SECOND    CLASS 0
 DV0627
 DV0627.The horizontal coordinates were scaled from a topographic map and have
 DV0627.an estimated accuracy of +/- 6 seconds.
 DV0627
 DV0627.The orthometric height was determined by differential leveling
 DV0627.and adjusted by the National Geodetic Survey in November 1993..
 DV0627
 DV0627.The geoid height was determined by GEOID03.
 DV0627
 DV0627.The dynamic height is computed by dividing the NAVD 88
 DV0627.geopotential number by the normal gravity value computed on the
 DV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0627.degrees latitude (g = 980.6199 gals.).
 DV0627
 DV0627.The modeled gravity was interpolated from observed gravity values.
 DV0627
 DV0627;                    North         East    Units  Estimated Accuracy
 DV0627;SPC AZ C     -   273,150.      197,090.      MT  (+/- 180 meters Scaled)
 DV0627
 DV0627                          SUPERSEDED SURVEY CONTROL
 DV0627
 DV0627  NGVD 29 (??/??/92)  329.278  (m)         1080.31   (f) ADJ UNCH    2 0
 DV0627
 DV0627.Superseded values are not recommended for survey control.
 DV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0627.See file dsdata.txt to determine how the superseded data were derived.
 DV0627
 DV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC985031(NAD 83)
 DV0627_MARKER: DZ = AZIMUTH MARK DISK
 DV0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0627_SP_SET: CURB
 DV0627_STAMPING: ETTA 1963 A
 DV0627_MARK LOGO: CGS   
 DV0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0627
 DV0627  HISTORY     - Date     Condition        Report By
 DV0627  HISTORY     - 1963     MONUMENTED       CGS
 DV0627  HISTORY     - 1979     GOOD             AZDT
 DV0627
 DV0627                          STATION DESCRIPTION
 DV0627
 DV0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0627'IN PHOENIX.
 DV0627'AT THE INTERSECTION OF NORTH 15TH AVENUE AND WILLETTA STREET, ABOUT
 DV0627'0.15 MILE SOUTH ALONG NORTH 15TH AVENUE FROM THE INTERSECTION OF WEST
 DV0627'MCDOWELL ROAD, 15 FEET SOUTH OF THE CENTER OF WILLETTA STREET, 76 FEET
 DV0627'WEST OF THE CENTER OF NORTH 15TH AVENUE, 11 FEET EAST OF THE CENTER OF
 DV0627'A DRIVEWAY TO HOUSE NO. 1505, 12 FEET NORTH OF THE NORTH EDGE OF A
 DV0627'SIDEWALK, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE
 DV0627'TOP OF THE SOUTH CURB OF WILLETTA STREET.
 DV0627
 DV0627                          STATION RECOVERY (1979)
 DV0627
 DV0627'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0631 ***********************************************************************
 DV0631  DESIGNATION -  ETTA AZ MK B
 DV0631  PID         -  DV0631
 DV0631  STATE/COUNTY-  AZ/MARICOPA
 DV0631  USGS QUAD   -  PHOENIX (1982)
 DV0631
 DV0631                         *CURRENT SURVEY CONTROL
 DV0631  ___________________________________________________________________
 DV0631* NAD 83(1986)-  33 27 56.     (N)    112 05 22.     (W)     SCALED    
 DV0631* NAVD 88     -       330.459  (meters)    1084.18   (feet)  ADJUSTED  
 DV0631  ___________________________________________________________________
 DV0631  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0631  DYNAMIC HT  -         330.076 (meters)    1082.92  (feet)  COMP
 DV0631  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 DV0631
 DV0631  VERT ORDER  -  SECOND    CLASS 0
 DV0631
 DV0631.The horizontal coordinates were scaled from a topographic map and have
 DV0631.an estimated accuracy of +/- 6 seconds.
 DV0631
 DV0631.The orthometric height was determined by differential leveling
 DV0631.and adjusted by the National Geodetic Survey in November 1993..
 DV0631
 DV0631.The geoid height was determined by GEOID03.
 DV0631
 DV0631.The dynamic height is computed by dividing the NAVD 88
 DV0631.geopotential number by the normal gravity value computed on the
 DV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0631.degrees latitude (g = 980.6199 gals.).
 DV0631
 DV0631.The modeled gravity was interpolated from observed gravity values.
 DV0631
 DV0631;                    North         East    Units  Estimated Accuracy
 DV0631;SPC AZ C     -   273,390.      197,300.      MT  (+/- 180 meters Scaled)
 DV0631
 DV0631                          SUPERSEDED SURVEY CONTROL
 DV0631
 DV0631  NGVD 29 (??/??/92)  329.715  (m)         1081.74   (f) ADJ UNCH    2 0
 DV0631
 DV0631.Superseded values are not recommended for survey control.
 DV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0631.See file dsdata.txt to determine how the superseded data were derived.
 DV0631
 DV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987034(NAD 83)
 DV0631_MARKER: DZ = AZIMUTH MARK DISK
 DV0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0631_SP_SET: CURB
 DV0631_STAMPING: ETTA B 1963
 DV0631_MARK LOGO: CGS   
 DV0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0631
 DV0631  HISTORY     - Date     Condition        Report By
 DV0631  HISTORY     - 1963     MONUMENTED       CGS
 DV0631  HISTORY     - 1979     GOOD             AZDT
 DV0631
 DV0631                          STATION DESCRIPTION
 DV0631
 DV0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0631'IN PHOENIX.
 DV0631'AT THE INTERSECTION OF WEST MCDOWELL ROAD AND NORTH 13TH AVENUE IN
 DV0631'PHOENIX, 36 FEET SOUTH OF THE CENTER OF WEST MCDOWELL ROAD, 21 FEET
 DV0631'WEST OF THE CENTER OF NORTH 13TH AVENUE, 10 FEET EAST-SOUTH EAST OF A
 DV0631'STREET LIGHT POLE, 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DV0631'DORANN APARTMENTS BUILDING, ABOUT 0.5 FOOT ABOVE THE LEVEL OF WEST
 DV0631'MCDOWELL ROAD, AND SET IN TOP OF THE CONCRETE CURB AT THE SOUTHWEST
 DV0631'CORNER OF THE INTERSECTION.
 DV0631
 DV0631                          STATION RECOVERY (1979)
 DV0631
 DV0631'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0628 ***********************************************************************
 DV0628  DESIGNATION -  ETTA RM 1
 DV0628  PID         -  DV0628
 DV0628  STATE/COUNTY-  AZ/MARICOPA
 DV0628  USGS QUAD   -  PHOENIX (1982)
 DV0628
 DV0628                         *CURRENT SURVEY CONTROL
 DV0628  ___________________________________________________________________
 DV0628* NAD 83(1986)-  33 27 49.     (N)    112 05 21.     (W)     SCALED    
 DV0628* NAVD 88     -       330.079  (meters)    1082.93   (feet)  ADJUSTED  
 DV0628  ___________________________________________________________________
 DV0628  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0628  DYNAMIC HT  -         329.697 (meters)    1081.68  (feet)  COMP
 DV0628  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0628
 DV0628  VERT ORDER  -  SECOND    CLASS 0
 DV0628
 DV0628.The horizontal coordinates were scaled from a topographic map and have
 DV0628.an estimated accuracy of +/- 6 seconds.
 DV0628
 DV0628.The orthometric height was determined by differential leveling
 DV0628.and adjusted by the National Geodetic Survey in November 1993..
 DV0628
 DV0628.The geoid height was determined by GEOID03.
 DV0628
 DV0628.The dynamic height is computed by dividing the NAVD 88
 DV0628.geopotential number by the normal gravity value computed on the
 DV0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0628.degrees latitude (g = 980.6199 gals.).
 DV0628
 DV0628.The modeled gravity was interpolated from observed gravity values.
 DV0628
 DV0628;                    North         East    Units  Estimated Accuracy
 DV0628;SPC AZ C     -   273,180.      197,330.      MT  (+/- 180 meters Scaled)
 DV0628
 DV0628                          SUPERSEDED SURVEY CONTROL
 DV0628
 DV0628  NGVD 29 (??/??/92)  329.422  (m)         1080.78   (f) ADJ UNCH    2 0
 DV0628
 DV0628.Superseded values are not recommended for survey control.
 DV0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0628.See file dsdata.txt to determine how the superseded data were derived.
 DV0628
 DV0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987032(NAD 83)
 DV0628_MARKER: DR = REFERENCE MARK DISK
 DV0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0628_SP_SET: CURB
 DV0628_STAMPING: ETTA NO 1 1963
 DV0628_MARK LOGO: CGS   
 DV0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0628
 DV0628  HISTORY     - Date     Condition        Report By
 DV0628  HISTORY     - 1963     MONUMENTED       CGS
 DV0628  HISTORY     - 1979     GOOD             AZDT
 DV0628
 DV0628                          STATION DESCRIPTION
 DV0628
 DV0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0628'IN PHOENIX.
 DV0628'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0628'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, 53.0 FEET SOUTHWEST OF
 DV0628'TRAVERSE STATION ETTA, 15 FEET NORTH OF WEST WILLETTA STREET, 24 FEET
 DV0628'WEST OF NORTH 13TH AVENUE, 25 FEET SOUTHWEST OF A FIRE HYDRANT, AND
 DV0628'SET IN TOP OF THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DV0628'INTERSECTION.
 DV0628
 DV0628                          STATION RECOVERY (1979)
 DV0628
 DV0628'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0630 ***********************************************************************
 DV0630  DESIGNATION -  ETTA RM 2
 DV0630  PID         -  DV0630
 DV0630  STATE/COUNTY-  AZ/MARICOPA
 DV0630  USGS QUAD   -  PHOENIX (1982)
 DV0630
 DV0630                         *CURRENT SURVEY CONTROL
 DV0630  ___________________________________________________________________
 DV0630* NAD 83(1986)-  33 27 49.     (N)    112 05 21.     (W)     SCALED    
 DV0630* NAVD 88     -       330.126  (meters)    1083.09   (feet)  ADJUSTED  
 DV0630  ___________________________________________________________________
 DV0630  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0630  DYNAMIC HT  -         329.744 (meters)    1081.84  (feet)  COMP
 DV0630  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0630
 DV0630  VERT ORDER  -  SECOND    CLASS 0
 DV0630
 DV0630.The horizontal coordinates were scaled from a topographic map and have
 DV0630.an estimated accuracy of +/- 6 seconds.
 DV0630
 DV0630.The orthometric height was determined by differential leveling
 DV0630.and adjusted by the National Geodetic Survey in November 1993..
 DV0630
 DV0630.The geoid height was determined by GEOID03.
 DV0630
 DV0630.The dynamic height is computed by dividing the NAVD 88
 DV0630.geopotential number by the normal gravity value computed on the
 DV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0630.degrees latitude (g = 980.6199 gals.).
 DV0630
 DV0630.The modeled gravity was interpolated from observed gravity values.
 DV0630
 DV0630;                    North         East    Units  Estimated Accuracy
 DV0630;SPC AZ C     -   273,180.      197,330.      MT  (+/- 180 meters Scaled)
 DV0630
 DV0630                          SUPERSEDED SURVEY CONTROL
 DV0630
 DV0630  NGVD 29 (??/??/92)  329.379  (m)         1080.64   (f) ADJ UNCH    2 0
 DV0630
 DV0630.Superseded values are not recommended for survey control.
 DV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0630.See file dsdata.txt to determine how the superseded data were derived.
 DV0630
 DV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987032(NAD 83)
 DV0630_MARKER: DR = REFERENCE MARK DISK
 DV0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0630_SP_SET: CURB
 DV0630_STAMPING: ETTA NO 2 1963
 DV0630_MARK LOGO: CGS   
 DV0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0630
 DV0630  HISTORY     - Date     Condition        Report By
 DV0630  HISTORY     - 1963     MONUMENTED       CGS
 DV0630  HISTORY     - 1979     GOOD             AZDT
 DV0630
 DV0630                          STATION DESCRIPTION
 DV0630
 DV0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0630'IN PHOENIX.
 DV0630'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0630'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, 54.4 FEET NORTH OF
 DV0630'TRAVERSE STATION ETTA, 15 FEET EAST OF THE CENTER OF NORTH 13TH
 DV0630'AVENUE, 96.5 FEET NORTH OF THE CENTER OF WEST WILLETTA STREET, 4.5
 DV0630'FEET WEST OF A TREE, AND SET IN TOP OF THE EAST CURB OF NORTH 13TH
 DV0630'AVENUE.
 DV0630
 DV0630                          STATION RECOVERY (1979)
 DV0630
 DV0630'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1762 ***********************************************************************
 CZ1762  DESIGNATION -  EUREKA
 CZ1762  PID         -  CZ1762
 CZ1762  STATE/COUNTY-  AZ/GRAHAM
 CZ1762  USGS QUAD   -  EUREKA RANCH (1972)
 CZ1762
 CZ1762                         *CURRENT SURVEY CONTROL
 CZ1762  ___________________________________________________________________
 CZ1762* NAD 83(1992)-  32 38 54.61573(N)    110 12 53.50664(W)     ADJUSTED  
 CZ1762* NAVD 88     -      1687.5    (meters)    5536.     (feet)  VERTCON   
 CZ1762  ___________________________________________________________________
 CZ1762  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CZ1762  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CZ1762
 CZ1762  HORZ ORDER  -  FIRST
 CZ1762
 CZ1762.The horizontal coordinates were established by classical geodetic methods
 CZ1762.and adjusted by the National Geodetic Survey in August 1993..
 CZ1762
 CZ1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1762
 CZ1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1762
 CZ1762.The geoid height was determined by GEOID03.
 CZ1762
 CZ1762;                    North         East     Units Scale Factor Converg.
 CZ1762;SPC AZ E     -   182,775.131   208,838.579   MT  0.99990025   -0 01 33.6
 CZ1762;SPC AZ E     -   599,655.94    685,165.94   iFT  0.99990025   -0 01 33.6
 CZ1762;UTM  12      - 3,612,593.390   573,634.640   MT  0.99966686   +0 25 24.9
 CZ1762
 CZ1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1762!SPC AZ E     -   0.99973936  x   0.99990025  =   0.99963964
 CZ1762!UTM  12      -   0.99973936  x   0.99966686  =   0.99940631
 CZ1762
 CZ1762|---------------------------------------------------------------------|
 CZ1762| PID    Reference Object                     Distance      Geod. Az  |
 CZ1762|                                                           dddmmss.s |
 CZ1762| CC7365 EUREKA RM 2                           4.562 METERS 21633     |
 CZ1762| CC7363 EUREKA AZ MK                                       2282622.6 |
 CZ1762| CC7364 EUREKA RM 1                           6.107 METERS 30210     |
 CZ1762|---------------------------------------------------------------------|
 CZ1762
 CZ1762                          SUPERSEDED SURVEY CONTROL
 CZ1762
 CZ1762  NAD 83(1986)-  32 38 54.61275(N)    110 12 53.50543(W) AD(       ) 1
 CZ1762  NAD 27      -  32 38 54.36500(N)    110 12 51.20400(W) AD(       ) 1
 CZ1762  NGVD 29 (07/19/86) 1686.7    (m)         5534.     (f) VERT ANG       
 CZ1762
 CZ1762.Superseded values are not recommended for survey control.
 CZ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1762.See file dsdata.txt to determine how the superseded data were derived.
 CZ1762
 CZ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7363512593(NAD 83)
 CZ1762_MARKER: DS = TRIANGULATION STATION DISK
 CZ1762_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1762_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1762
 CZ1762  HISTORY     - Date     Condition        Report By
 CZ1762  HISTORY     - 1946     MONUMENTED       CGS
 CZ1762  HISTORY     - 1968     GOOD             AMS
 CZ1762
 CZ1762                          STATION DESCRIPTION
 CZ1762
 CZ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1762'THE STATION IS ABOUT 15 MILES, AIRLINE, WNW OF BONITA AND ABOUT
 CZ1762'2 MILES W OF THE EUREKA RANCH.  THE STATION IS ON THE HIGHEST
 CZ1762'POINT OF A SMALL GROUP OF BROWN-COLORED HILLS NEAR THE N END.
 CZ1762'THERE IS A HILL NEARLY AS HIGH, ABOUT 3/4 MILE NW OF THE STATION.
 CZ1762'THESE HILLS ARE LOCALLY KNOWN AS THE BLACK HILLS.
 CZ1762'
 CZ1762'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE KLONDYKE
 CZ1762'ROAD FOR 13.5 MILES TO A CATTLE GUARD.  CONTINUE FOR 0.1 MILE
 CZ1762'TO A SIDE ROAD LEFT AND A SIGN READING EUREKA RANCH.  HERE TURN
 CZ1762'LEFT AND GO 1 MILE TO THE RANCH HOUSE ON THE RIGHT.  GO THROUGH
 CZ1762'THE GATE INTO THE CORRALS AND KEEPING JUST TO THE RIGHT OF THE
 CZ1762'FENCE GO 0.2 MILE TO A DIM TRACK ROAD GOING RIGHT OR W.  GO W ON
 CZ1762'THIS ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THIS GATE
 CZ1762'AND GO 1 MILE TO A WIRE GATE ON THE SIDE OF A HILL.  CONTINUE AND
 CZ1762'GO 0.5 MILE TO A WIRE GATE AT THE TOP OF A LOW PASS.
 CZ1762'CONTINUE DOWN THE OTHER SIDE FOR 0.5 MILE TO A FORK.  HERE
 CZ1762'TAKE THE RIGHT FORK AND GO 1.6 MILES TO A POINT WHERE THE ROAD
 CZ1762'CROSSES A SMALL SPUR AND STARTS DOWNHILL AGAIN.  THIS IS THE
 CZ1762'END OF TRUCK TRAVEL.  FROM HERE PACK E UP THE RIDGE TO
 CZ1762'THE HIGHEST POINT AND THE STATION.
 CZ1762'
 CZ1762'THE STATION MARK IS A BRONZE STATION DISK, STAMPED EUREKA 1946,
 CZ1762'AND SET IN BEDROCK FLUSH, AT THE HIGHEST POINT OF THE HILL.
 CZ1762'
 CZ1762'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED EUREKA NO
 CZ1762'1 1946, AND SET IN BEDROCK PROJECTING 16 INCHES.  IT IS ABOUT
 CZ1762'LEVEL WITH THE STATION.  THE MARK IS NNE OF THE STATION.
 CZ1762'
 CZ1762'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED EUREKA NO 2
 CZ1762'1946, AND SET IN A BOULDER ABOUT 5- BY 2-FEET PROJECTING 26
 CZ1762'INCHES.  IT IS ABOUT 10 INCHES LOWER THAN THE STATION AND THE
 CZ1762'MARK IS NW OF THE STATION.
 CZ1762'
 CZ1762'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED EUREKA 1946.
 CZ1762'IT IS 4 PACES WSW OF A 4-FOOT CAIRN, 270 PACES WSW OF THE TRACK
 CZ1762'ROAD TO STATION, AND 3/4 MILE SW OF THE STATION.
 CZ1762'
 CZ1762'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1762
 CZ1762                          STATION RECOVERY (1968)
 CZ1762
 CZ1762'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1762'STATION IS LOCATED ABOUT 14.7 AIRMILES (SSE) OF KLONDYKE AND
 CZ1762'2 AIRMILES (W) OF THE EUREKA RANCH.
 CZ1762'
 CZ1762'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN KLONDYKE GO
 CZ1762'16.6 MILES (SE) ON THE KLONDYKE-BONITA ROAD TO A SIGN EUREKA
 CZ1762'RANCH.  HERE TURN RIGHT AND GO 0.9 MILE TO THE RANCH HOUSE ON THE
 CZ1762'RIGHT.  TURN RIGHT IMMEDIATELY AFTER PASSING THE HOUSE AND GO
 CZ1762'ABOUT 150 FT. TURN LEFT AND FOLLOW THE BACK SIDE OF A MACHINE
 CZ1762'SHED TO A WIRE GATE, PASS THROUGH THIS GATE, THROUGH THE CORRAL
 CZ1762'TO A WOODEN GATE, PASS THROUGH THIS GATE AND TURN LEFT, FOLLOW
 CZ1762'A TRAIL WHICH PARALLELS A FENCE WHICH IS ON THE LEFT AND A
 CZ1762'GULLY WHICH IS ON THE RIGHT.  GO 0.25 MILE ON THIS TRAIL TO A
 CZ1762'POINT WHERE THE GULLY CAN BE CROSSED.  CROSS THE GULLY AND
 CZ1762'THEN FOLLOW IT FOR 0.25 MILE TO A POINT WHERE THE TRAIL VEERS
 CZ1762'AWAY FROM THE GULLY, CONTINUE ON THE TRAIL FOR 0.2 MILE TO
 CZ1762'A POINT WHERE THE TRAIL INTERSECTS A FENCE.  CONTINUE ON THE
 CZ1762'TRAIL WHICH PARALLELS THE FENCE LINE (RIGHT SIDE) FOR 0.8 MILE AND
 CZ1762'PASS THROUGH A GATE.  THE TRAIL CONTINUES UP THE HILL TO A WIRE
 CZ1762'GATE WHICH IS AT THE TOP OF A SADDLE FOR 0.5 MILE, CONTINUE ON
 CZ1762'THE TRAIL WHICH FOLLOWS THE BACK (S) SIDE OF A SERIES OF
 CZ1762'PEAKS IN A LOW-LYING RANGE OF MOUNTAINS, CONTINUE ON THE
 CZ1762'TRAIL FOR 1.8 MILES AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1762'(NE) TO HIGHEST POINT ON HILL AND STATION.  STATION IS
 CZ1762'ABOUT 40 FT (NE) OF FENCELINE ON TOP OF HILL.  STATION IS
 CZ1762'USC AND GS BRONZE DISK STAMPED EUREKA 1946.
 CZ1762'
 CZ1762'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED EUREKA 1
 CZ1762'1946, AND IT IS (NE)  N 33 DEG E AT A DISTANCE OF 6.10M
 CZ1762'FROM STATION.
 CZ1762'
 CZ1762'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK STAMPED EUREKA 2 1946,
 CZ1762'(NW)  N 52 DEG W AT A DISTANCE OF 4.58M AND A DE OF
 CZ1762'-0.16M FROM THE STATION.
 CZ1762'
 CZ1762'AZIMUTH MARK IS A USC AND GS BRONZE DISK STAMPED EUREKA 1946,
 CZ1762'LOCATED 0.75 MILE (SW)  S 50 DEG W FROM THE STATION.
 CZ1762'
 CZ1762'THE CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1762'
 CZ1762'VIEW FROM STATION IS GOOD IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0564 ***********************************************************************
 DV0564  DESIGNATION -  EVANS
 DV0564  PID         -  DV0564
 DV0564  STATE/COUNTY-  AZ/MARICOPA
 DV0564  USGS QUAD   -  FOWLER (1982)
 DV0564
 DV0564                         *CURRENT SURVEY CONTROL
 DV0564  ___________________________________________________________________
 DV0564* NAD 83(1992)-  33 27 30.72555(N)    112 12 44.12098(W)     ADJUSTED  
 DV0564* NAVD 88     -       318.564  (meters)    1045.16   (feet)  ADJUSTED  
 DV0564  ___________________________________________________________________
 DV0564  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DV0564  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0564  DYNAMIC HT  -         318.191 (meters)    1043.93  (feet)  COMP
 DV0564  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0564
 DV0564  HORZ ORDER  -  SECOND
 DV0564  VERT ORDER  -  FIRST     CLASS II
 DV0564
 DV0564.The horizontal coordinates were established by classical geodetic methods
 DV0564.and adjusted by the National Geodetic Survey in August 1993..
 DV0564
 DV0564.The orthometric height was determined by differential leveling
 DV0564.and adjusted by the National Geodetic Survey in November 1993..
 DV0564
 DV0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0564
 DV0564.The geoid height was determined by GEOID03.
 DV0564
 DV0564.The dynamic height is computed by dividing the NAVD 88
 DV0564.geopotential number by the normal gravity value computed on the
 DV0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0564.degrees latitude (g = 980.6199 gals.).
 DV0564
 DV0564.The modeled gravity was interpolated from observed gravity values.
 DV0564
 DV0564;                    North         East     Units Scale Factor Converg.
 DV0564;SPC AZ C     -   272,640.970   185,882.715   MT  0.99990931   -0 09 46.7
 DV0564;SPC AZ C     -   894,491.37    609,851.43   iFT  0.99990931   -0 09 46.7
 DV0564;UTM  12      - 3,702,779.176   387,342.185   MT  0.99975647   -0 40 06.3
 DV0564
 DV0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0564!SPC AZ C     -   0.99995473  x   0.99990931  =   0.99986405
 DV0564!UTM  12      -   0.99995473  x   0.99975647  =   0.99971121
 DV0564
 DV0564|---------------------------------------------------------------------|
 DV0564| PID    Reference Object                     Distance      Geod. Az  |
 DV0564|                                                           dddmmss.s |
 DV0564| DV0566 EVANS RM 3                           16.441 METERS 02243     |
 DV0564| DV0565 EVANS RM 1                           16.687 METERS 02548     |
 DV0564| DV0574 EVANS AZ MK                         APPROX. 0.9 KM 0284818.7 |
 DV0564| DV2097 PHOENIX PUB SER CO TANK             APPROX. 5.6 KM 1081031.7 |
 DV0564| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 4.7 KM 1185659.9 |
 DV0564| DV0563 EVANS RM 2                           18.686 METERS 30233     |
 DV0564|---------------------------------------------------------------------|
 DV0564
 DV0564                          SUPERSEDED SURVEY CONTROL
 DV0564
 DV0564  NAD 83(1986)-  33 27 30.71916(N)    112 12 44.12768(W) AD(       ) 2
 DV0564  NAD 27      -  33 27 30.56530(N)    112 12 41.57860(W) AD(       ) 2
 DV0564  NGVD 29 (??/??/92)  317.944  (m)         1043.12   (f) ADJ UNCH    1 2
 DV0564
 DV0564.Superseded values are not recommended for survey control.
 DV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0564.See file dsdata.txt to determine how the superseded data were derived.
 DV0564
 DV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8734202779(NAD 83)
 DV0564_MARKER: DE = TRAVERSE STATION DISK
 DV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0564_STAMPING: EVANS 1963
 DV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0564+STABILITY: SURFACE MOTION
 DV0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0564+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0564
 DV0564  HISTORY     - Date     Condition        Report By
 DV0564  HISTORY     - 1963     MONUMENTED       CGS
 DV0564  HISTORY     - 1963     GOOD             CGS
 DV0564  HISTORY     - 1969     GOOD             CGS
 DV0564  HISTORY     - 1969     GOOD             NGS
 DV0564  HISTORY     - 1981     GOOD             AZDT
 DV0564  HISTORY     - 1986     GOOD             LOCSUR
 DV0564  HISTORY     - 19960217 GOOD             USPSQD
 DV0564  HISTORY     - 20060810 GOOD             GEOCAC
 DV0564
 DV0564                          STATION DESCRIPTION
 DV0564
 DV0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0564'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE CENTER OF PHOENIX,
 DV0564'1/2 MILE NORTH OF W. VAN BUREN STREET, 1/2 MILE SOUTH OF
 DV0564'W. MC DOWELL RD., 1/2 MILE EAST OF 75TH AVENUE, 1/2 MILE WEST
 DV0564'OF 67TH AVENUE AND IN THE APPROXIMATE CENTER OF SECTION 1 ON
 DV0564'PROPERTY OF MRS. EVANS.
 DV0564'
 DV0564'TO REACH FROM THE JUNCTION OF W. BUCKEYE ROAD (U.S. HIGHWAY
 DV0564'80) AND 75TH AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH
 DV0564'ON 75TH AVENUE FOR 1.0 MILE TO W. VAN BUREN STREET, CONTINUE
 DV0564'NORTH ON 75TH AVENUE FOR 0.5 MILE TO DRIVEWAY ON RIGHT, TURN
 DV0564'RIGHT AND GO EAST ALONG SOUTH SIDE OF MRS. EVANS FARM BUILDINGS
 DV0564'FOR 0.2 MILE TO A SLIGHT JOG TO LEFT, CONTINUE EAST ON THE
 DV0564'NORTH SIDE OF CONCRETE IRRIGATION DITCH FOR 0.3 MILE TO POWER
 DV0564'LINE AT FENCE CORNER AND STATION ON RIGHT.
 DV0564'
 DV0564'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EVANS 1963, IS SET
 DV0564'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 INCH
 DV0564'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 55 FEET SOUTHWEST
 DV0564'OF THE SOUTH EDGE OF IRRIGATION GATE, 30 FEET WEST OF THE
 DV0564'WEST EDGE OF IRRIGATION DITCH, 27 FEET SOUTH OF THE SOUTH EDGE OF
 DV0564'A CONCRETE IRRIGATION DITCH AND 2.2 FEET NORTH OF POWER POLE
 DV0564'NO. 109 AND THE WITNESS POST.
 DV0564'
 DV0564'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EVANS NO 1
 DV0564'1963, IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 DV0564'CONCRETE IRRIGATION GATE.  THE MARK IS 57 FEET NORTHEAST OF
 DV0564'A POWER POLE NO. 109, 9 FEET NORTH OF CENTER OF ROAD AND 3.5
 DV0564'FEET WEST OF FENCE.
 DV0564'
 DV0564'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EVANS
 DV0564'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV0564'PROJECTS ABOUT 1 INCH.  THE MARK IS 76 FEET WEST-SOUTHWEST
 DV0564'OF A IRRIGATION GATE, 63 FEET NORTHWEST OF POWER POLE NO. 109
 DV0564'AND THE WITNESS POST, 32 FEET SOUTHWEST OF A TREE, 9 FEET
 DV0564'SOUTH OF CENTER OF TRACK ROAD AND 1 FOOT NORTH OF THE NORTH
 DV0564'EDGE OF CONCRETE IRRIGATION DITCH.
 DV0564'
 DV0564'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EVANS 1963, IS
 DV0564'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0564'3 INCHES.  THE MARK IS 28 FEET NORTH OF THE CENTER OF W.
 DV0564'MC DOWELL ROAD, 19 FEET EAST-NORTHEAST OF A UTILITY POLE
 DV0564'NO. 60E-6, 2.3 FEET SOUTH OF FENCE AND 2.1 FEET WEST OF WITNESS
 DV0564'POST.
 DV0564'
 DV0564'TO REACH THE AZIMUTH MARK FROM DRIVEWAY TO MRS. EVANS FARM, GO
 DV0564'NORTH 0.5 MILE TO W. MC DOWELL ROAD, TURN RIGHT AND GO EAST
 DV0564'FOR 0.7 MILE TO THE AZIMUTH MARK ON LEFT.
 DV0564'
 DV0564'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0564
 DV0564                          STATION RECOVERY (1963)
 DV0564
 DV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0564'IN PHOENIX.
 DV0564'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0564'PACIFIC CO. RAILROAD TO A HOUSE EAST OF THE AVENUE, THENCE 0.5 MILE
 DV0564'EAST ALONG A DIRT FARM ROAD TO A POWER LINE RUNNING NORTH AND SOUTH,
 DV0564'42.5 FEET SOUTH OF THE FARM ROAD, 27 FEET SOUTH OF AN IRRIGATION
 DV0564'DITCH, 2.2 FEET NORTH OF POWER POLE NO. 5 1/2 E, 5 1/2 N, 109, ABOUT 1
 DV0564'FOOT BELOW THE LEVEL OF THE DIRT ROAD, AND SET IN TOP OF A CONCRETE
 DV0564'POST ABOUT FLUSH WITH THE GROUND.
 DV0564
 DV0564                          STATION RECOVERY (1969)
 DV0564
 DV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 DV0564'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 2 WERE
 DV0564'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 DV0564'REFERENCE MARK 1 WAS NOT RECOVERED AND IS EITHER BURIED OR
 DV0564'DESTROYED BY NEW IRRIGATION HEADGATE CONSTRUCTION AT THE
 DV0564'DESCRIBED SITE.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DV0564'TIME.
 DV0564'
 DV0564'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE CENTER
 DV0564'OF PHOENIX, 1/2 MILE NORTH OF W. VAN BUREN STREET, 1/2 MILE
 DV0564'SOUTH OF W. MC DOWELL ROAD, 1/2 MILE WEST OF 67TH AVENUE, 1/2
 DV0564'MILE EAST OF 75TH AVENUE, IN THE SOUTHWEST CORNER OF THE
 DV0564'T-INTERSECTION OF IRRIGATION DITCHES, AND IN THE APPROXIMATE
 DV0564'CENTER OF SECTION 1 ON PROPERTY OF MRS. EVANS.
 DV0564'
 DV0564'TO REACH THE STATION FROM THE JUNCTION OF W. BUCKEYE ROAD
 DV0564'(U.S. HIGHWAY 80), AND 75TH AVENUE, DRIVE NORTH ON THE AVENUE
 DV0564'FOR 1.0 MILE TO W. VAN BUREN STREET.  CONTINUE NORTH ON 75TH
 DV0564'AVENUE FOR 0.5 MILE TO A FARM HOUSE DRIVEWAY ON THE RIGHT.
 DV0564'TURN RIGHT, DRIVE EAST ON A FARM ROAD ALONG THE SOUTH SIDE OF
 DV0564'MRS. EVANS BUILDINGS TO A SLIGHT JOG TO THE LEFT.  CONTINUE
 DV0564'EAST ALONG THE NORTH SIDE OF A CONCRETE IRRIGATION DITCH FOR
 DV0564'0.3 MILE TO THE JUNCTION OF IRRIGATION DITCHES, A NORTH-SOUTH
 DV0564'POWERLINE, AND THE STATION.
 DV0564'
 DV0564'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED EVANS 1963,
 DV0564'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES
 DV0564'BELOW THE SURFACE OF THE GROUND.  IT IS 55 FEET SOUTHWEST
 DV0564'OF THE SOUTH EDGE OF A CONCRETE IRRIGATION DITCH, 27 FEET
 DV0564'SOUTH OF THE SOUTH EDGE OF A EAST-WEST IRRIGATION DITCH, AND 2.2
 DV0564'FEET NORTH OF POWERLINE POLE 109 AND A METAL WITNESS POST
 DV0564'WITH SIGN ATTACHED.
 DV0564'
 DV0564'REFERENCE MARK 2, A STANDARD DISK STAMPED EVANS NO 2 1963, IS
 DV0564'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV0564'GROUND SURFACE.  IT IS 76 FEET WEST-SOUTHWEST OF THE IRRIGATION
 DV0564'HEADGATE, 63 FEET NORTHWEST OF POWERLINE POLE 109 AND THE
 DV0564'WITNESS POST, 9 FEET SOUTH OF THE CENTER OF A FIELD ROAD,
 DV0564'AND 1 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE LINED
 DV0564'IRRIGATION DITCH.
 DV0564'
 DV0564'REFERENCE MARK 3, A STANDARD DISK STAMPED EVANS NO 3 1963 1969,
 DV0564'IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 DV0564'CONCRETE IRRIGATION HEADGATE FOR LATTERAL 2-19-26.  IT IS 55
 DV0564'FEET NORTHEAST OF POWERLINE POLE 109, 1.5 FEET WEST OF THE
 DV0564'CENTER OF THE HEADGATE, AND 0.5 FOOT SOUTH OF A 3 INCHES IN
 DV0564'DIAMETER IRON PIPE THAT PROJECTS 18 INCHES.
 DV0564'
 DV0564'THE AZIMUTH MARK, A STANDARD DISK STAMPED EVANS 1963, IS SET IN
 DV0564'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE
 DV0564'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF W. MC DOWELL
 DV0564'ROAD, 19 FEET EAST-NORTHEAST OF UTILITY POLE 60E-6, 2.3 FEET
 DV0564'SOUTH OF A FENCE, AND 2.1 FEET WEST OF A METAL WITNESS POST
 DV0564'WITH SIGN ATTACHED.
 DV0564'
 DV0564'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY INTO MRS. EVANS
 DV0564'FARM, DRIVE NORTH ON 75TH AVENUE FOR 0.5 MILE TO MC DOWELL ROAD.
 DV0564'TURN RIGHT AND CONTINUE EAST ON THE ROAD FOR 0.7 MILE TO THE MARK
 DV0564'ON THE LEFT.
 DV0564
 DV0564                          STATION RECOVERY (1969)
 DV0564
 DV0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (1981)
 DV0564
 DV0564'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0564'5.7 MI (9.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0564'INTERSECTION OF INTERSTATE 17 TO 71ST AVENUE, THENCE SOUTH 0.5 MILES
 DV0564'(0.80 KM) ON A DIRT FARM ROAD TO THE MARK ON THE RIGHT.  A STANDARD
 DV0564'CGS BRASS CAP IN A CONCRETE POST 0.5 FT (0.2 M) BELOW THE
 DV0564'SURFACE.  2.2 FT (67.06 CM) NORTH OF POWER POLE NUMBER 109 WITH
 DV0564'WITNESS SIGN, 4.0 FT (1.22 M) OF WEST OF WEST EDGE OF A NORTH-SOUTH
 DV0564'CONCRETE IRRIGATION DITCH, 27.0 FT (8.23 M) SOUTH OF A EAST-WEST
 DV0564'CONCRETE IRRIGATION DITCH, 18.0 FT (5.49 M) WEST OF CENTERLINE
 DV0564'OF A NORTH-SOUTH FARM ROAD.
 DV0564
 DV0564                          STATION RECOVERY (1986)
 DV0564
 DV0564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (1996)
 DV0564
 DV0564'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (2006)
 DV0564
 DV0564'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0564'THE STATION IS NOW ABOUT A FOOT BELOW GROUND LEVEL. THE REFERENCE
 DV0564'MARKS WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0574 ***********************************************************************
 DV0574  DESIGNATION -  EVANS AZ MK
 DV0574  PID         -  DV0574
 DV0574  STATE/COUNTY-  AZ/MARICOPA
 DV0574  USGS QUAD   -  FOWLER (1982)
 DV0574
 DV0574                         *CURRENT SURVEY CONTROL
 DV0574  ___________________________________________________________________
 DV0574* NAD 83(1992)-  33 27 57.20629(N)    112 12 26.74745(W)     ADJUSTED  
 DV0574* NAVD 88     -       322.49   (+/-2cm)    1058.0    (feet)  VERTCON   
 DV0574  ___________________________________________________________________
 DV0574  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV0574  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV0574
 DV0574  HORZ ORDER  -  SECOND
 DV0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0574
 DV0574.The horizontal coordinates were established by classical geodetic methods
 DV0574.and adjusted by the National Geodetic Survey in August 1993..
 DV0574
 DV0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0574.The vertical order pertains to the NGVD 29 superseded value.
 DV0574
 DV0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0574
 DV0574.The geoid height was determined by GEOID03.
 DV0574
 DV0574;                    North         East     Units Scale Factor Converg.
 DV0574;SPC AZ C     -   273,455.475   186,333.611   MT  0.99990900   -0 09 37.2
 DV0574;SPC AZ C     -   897,163.63    611,330.74   iFT  0.99990900   -0 09 37.2
 DV0574;UTM  12      - 3,703,589.546   387,800.180   MT  0.99975520   -0 39 57.2
 DV0574
 DV0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0574!SPC AZ C     -   0.99995411  x   0.99990900  =   0.99986312
 DV0574!UTM  12      -   0.99995411  x   0.99975520  =   0.99970932
 DV0574
 DV0574                          SUPERSEDED SURVEY CONTROL
 DV0574
 DV0574  NAD 83(1986)-  33 27 57.20020(N)    112 12 26.75406(W) AD(       ) 2
 DV0574  NAD 27      -  33 27 57.04700(N)    112 12 24.20520(W) AD(       ) 2
 DV0574  NGVD 29 (??/??/92)  321.868  (m)         1056.00   (f) ADJ UNCH    2 0
 DV0574
 DV0574.Superseded values are not recommended for survey control.
 DV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0574.See file dsdata.txt to determine how the superseded data were derived.
 DV0574
 DV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8780003590(NAD 83)
 DV0574_MARKER: DZ = AZIMUTH MARK DISK
 DV0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0574_STAMPING: EVANS 1963
 DV0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0574+STABILITY: SURFACE MOTION
 DV0574
 DV0574  HISTORY     - Date     Condition        Report By
 DV0574  HISTORY     - 1963     MONUMENTED       CGS
 DV0574  HISTORY     - 1963     GOOD             CGS
 DV0574  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0574
 DV0574                          STATION DESCRIPTION
 DV0574
 DV0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0574'TO REACH THE STATION FROM THE JUNCTION OF W. BUCKEYE ROAD
 DV0574'(U.S. HIGHWAY 80), AND 75TH AVENUE, DRIVE NORTH ON THE AVENUE
 DV0574'FOR 1.0 MILE TO W. VAN BUREN STREET.  CONTINUE NORTH ON 75TH
 DV0574'AVENUE FOR 0.5 MILE TO A FARM HOUSE DRIVEWAY ON THE RIGHT.
 DV0574'TURN RIGHT, DRIVE EAST ON A FARM ROAD ALONG THE SOUTH SIDE OF
 DV0574'MRS. EVANS BUILDINGS TO A SLIGHT JOG TO THE LEFT.  CONTINUE
 DV0574'EAST ALONG THE NORTH SIDE OF A CONCRETE IRRIGATION DITCH FOR
 DV0574'0.3 MILE TO THE JUNCTION OF IRRIGATION DITCHES, A NORTH-SOUTH
 DV0574'POWERLINE, AND STATION EVANS.
 DV0574'
 DV0574'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY INTO MRS. EVANS
 DV0574'FARM, DRIVE NORTH ON 75TH AVENUE FOR 0.5 MILE TO MC DOWELL ROAD.
 DV0574'TURN RIGHT AND CONTINUE EAST ON THE ROAD FOR 0.7 MILE TO THE MARK
 DV0574'ON THE LEFT.
 DV0574'
 DV0574'THE AZIMUTH MARK, A STANDARD DISK STAMPED EVANS 1963, IS SET IN
 DV0574'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE
 DV0574'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF W. MC DOWELL
 DV0574'ROAD, 19 FEET EAST-NORTHEAST OF UTILITY POLE 60E-6, 2.3 FEET
 DV0574'SOUTH OF A FENCE, AND 2.1 FEET WEST OF A METAL WITNESS POST
 DV0574'WITH SIGN ATTACHED.
 DV0574
 DV0574                          STATION RECOVERY (1963)
 DV0574
 DV0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0574'IN PHOENIX.
 DV0574'1.5 MILES NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0574'PACIFIC CO. RAILROAD, THENCE 0.75 MILE EAST ALONG MCDOWELL ROAD, ABOUT
 DV0574'MIDWAY BETWEEN TWO DRIVES LEADING NORTH TO A HOUSE, 28.5 FEET NORTH OF
 DV0574'THE CENTER OF MCDOWELL ROAD, 108 FEET WEST OF THE CENTER OF A
 DV0574'DRIVEWAY, 123 FEET EAST OF THE CENTER OF A DRIVEWAY, 20.6 FEET
 DV0574'EAST-NORTHEAST OF POWER POLE NO. 60E6, 2.5 FEET SOUTH OF A FENCE, 2.2
 DV0574'FEET WEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF
 DV0574'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0574'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE CROSSING OF THE SOUTHERN
 DV0574'PACIFIC CO. RAILROAD ON 67TH AVENUE BY GOING 1.5 MILE NORTH ALONG 67TH
 DV0574'AVENUE, THENCE 0.25 MILE WEST ALONG MCDOWELL ROAD.
 DV0574
 DV0574                          STATION RECOVERY (1996)
 DV0574
 DV0574'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0563 ***********************************************************************
 DV0563  DESIGNATION -  EVANS RM 2
 DV0563  PID         -  DV0563
 DV0563  STATE/COUNTY-  AZ/MARICOPA
 DV0563  USGS QUAD   -  FOWLER (1982)
 DV0563
 DV0563                         *CURRENT SURVEY CONTROL
 DV0563  ___________________________________________________________________
 DV0563* NAD 83(1986)-  33 27 31.     (N)    112 12 45.     (W)     SCALED    
 DV0563* NAVD 88     -       318.965  (meters)    1046.47   (feet)  ADJUSTED  
 DV0563  ___________________________________________________________________
 DV0563  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0563  DYNAMIC HT  -         318.592 (meters)    1045.25  (feet)  COMP
 DV0563  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0563
 DV0563  VERT ORDER  -  FIRST     CLASS II
 DV0563
 DV0563.The horizontal coordinates were scaled from a topographic map and have
 DV0563.an estimated accuracy of +/- 6 seconds.
 DV0563
 DV0563.The orthometric height was determined by differential leveling
 DV0563.and adjusted by the National Geodetic Survey in November 1993..
 DV0563
 DV0563.The geoid height was determined by GEOID03.
 DV0563
 DV0563.The dynamic height is computed by dividing the NAVD 88
 DV0563.geopotential number by the normal gravity value computed on the
 DV0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0563.degrees latitude (g = 980.6199 gals.).
 DV0563
 DV0563.The modeled gravity was interpolated from observed gravity values.
 DV0563
 DV0563;                    North         East    Units  Estimated Accuracy
 DV0563;SPC AZ C     -   272,650.      185,860.      MT  (+/- 180 meters Scaled)
 DV0563
 DV0563                          SUPERSEDED SURVEY CONTROL
 DV0563
 DV0563  NGVD 29 (??/??/92)  318.335  (m)         1044.40   (f) ADJ UNCH    1 2
 DV0563
 DV0563.Superseded values are not recommended for survey control.
 DV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0563.See file dsdata.txt to determine how the superseded data were derived.
 DV0563
 DV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC873027(NAD 83)
 DV0563_MARKER: DR = REFERENCE MARK DISK
 DV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0563_STAMPING: EVANS NO 2 1963
 DV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0563+STABILITY: SURFACE MOTION
 DV0563
 DV0563  HISTORY     - Date     Condition        Report By
 DV0563  HISTORY     - 1963     MONUMENTED       CGS
 DV0563  HISTORY     - 1969     GOOD             NGS
 DV0563  HISTORY     - 1981     GOOD             AZDT
 DV0563  HISTORY     - 1986     GOOD             LOCSUR
 DV0563  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0563  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0563
 DV0563                          STATION DESCRIPTION
 DV0563
 DV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0563'IN PHOENIX.
 DV0563'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0563'PACIFIC CO. RAILROAD TO A HOUSE EAST OF THE AVENUE, THENCE 0.5 MILE
 DV0563'EAST ALONG A DIRT FARM ROAD TO A POWER LINE RUNNING NORTH AND SOUTH,
 DV0563'7.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 1.5 FEET NORTH OF AN
 DV0563'IRRIGATION DITCH, 62 FEET NORTHWEST OF POWER POLE NO. 5 1/2 E 5 1/2 N
 DV0563'109, 61.3 FEET NORTHWEST OF TRAVERSE STATION EVANS, AND SET IN TOP OF
 DV0563'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0563
 DV0563                          STATION RECOVERY (1969)
 DV0563
 DV0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DV0563'RECOVERED IN GOOD CONDITION.
 DV0563
 DV0563                          STATION RECOVERY (1981)
 DV0563
 DV0563'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0563'5.7 MI (9.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM
 DV0563'THE INTERSECTION OF INTERSTATE 17 TO 71ST AVENUE, THENCE SOUTH 0.5 MIL
 DV0563'(0.80 KM) ON A DIRT ROAD TO THE MARK ON THE RIGHT.  A STANDARD
 DV0563'CGS BRASS CAP IN A CONCRETE POST FLUSH WITH THE GROUND, 1.5 FEET
 DV0563'(0.46 METER) NORTH OF AN IRRIGATION DITCH, 62.0 FT (18.9 METERS)
 DV0563'NORTHWEST OF POWER POLE NUMBER 109, 61.3 FT (18.68 METERS) NORTHWEST
 DV0563'OF TRAVERSE STATION EVANS
 DV0563
 DV0563                          STATION RECOVERY (1986)
 DV0563
 DV0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0563'RECOVERED IN GOOD CONDITION.
 DV0563
 DV0563                          STATION RECOVERY (1996)
 DV0563
 DV0563'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0563'MARK NOT FOUND.
 DV0563
 DV0563                          STATION RECOVERY (2006)
 DV0563
 DV0563'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0566 ***********************************************************************
 DV0566  DESIGNATION -  EVANS RM 3
 DV0566  PID         -  DV0566
 DV0566  STATE/COUNTY-  AZ/MARICOPA
 DV0566  USGS QUAD   -  FOWLER (1982)
 DV0566
 DV0566                         *CURRENT SURVEY CONTROL
 DV0566  ___________________________________________________________________
 DV0566* NAD 83(1986)-  33 27 30.     (N)    112 12 44.     (W)     SCALED    
 DV0566* NAVD 88     -       319.26   (meters)    1047.4    (feet)  RESET     
 DV0566  ___________________________________________________________________
 DV0566  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0566
 DV0566  VERT ORDER  -  THIRD
 DV0566
 DV0566.The horizontal coordinates were scaled from a topographic map and have
 DV0566.an estimated accuracy of +/- 6 seconds.
 DV0566
 DV0566.The orthometric height was computed from unverified reset data.
 DV0566
 DV0566.The geoid height was determined by GEOID03.
 DV0566
 DV0566;                    North         East    Units  Estimated Accuracy
 DV0566;SPC AZ C     -   272,620.      185,890.      MT  (+/- 180 meters Scaled)
 DV0566
 DV0566                          SUPERSEDED SURVEY CONTROL
 DV0566
 DV0566.No superseded survey control is available for this station.
 DV0566
 DV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC873027(NAD 83)
 DV0566_MARKER: DR = REFERENCE MARK DISK
 DV0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0566_SP_SET: HEADGATE
 DV0566_STAMPING: EVANS NO 3 1963 1969
 DV0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0566
 DV0566  HISTORY     - Date     Condition        Report By
 DV0566  HISTORY     - 1969     MONUMENTED       CGS
 DV0566  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0566
 DV0566                          STATION DESCRIPTION
 DV0566
 DV0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DV0566'IN PHOENIX.
 DV0566'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0566'PACIFIC COMPANY RAILROAD, OR 0.5 MILE NORTH OF THBE CROSSROAD
 DV0566'INTERSECTION OF 75TH AVENUE AND W. VAN BUREN STREET, TO A FARM HOUSE
 DV0566'ON THE EAST SIDE OF THE AVENUE, THENCE 0.5 MILE EAST ALONG A DIRT FARM
 DV0566'ROAD TO A T-INTERSECTION OF IRRIGATION DITCHES AND A NORTH-SOUTH
 DV0566'POWERLINE, 8 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 55 FEET
 DV0566'NORTHEAST OF POWERLINE POLE NO. 109, AND CEMENTED IN A DRILL HOLE IN
 DV0566'THE TOP OF THE SOUTH SIDE OF THE CONCRETE HEADGATE FOR IRRIGATION
 DV0566'LATTERAL NO. 2-19-26.  IT IS 1.5 FEET WEST OF THE CENTER OF THE
 DV0566'HEADGATE AND 0.5 FOOT SOUTH OF A 3 INCHES IN DIAMETER IRON PIPE THAT
 DV0566'PROJECTS 18 INCHES.
 DV0566
 DV0566                          STATION RECOVERY (2006)
 DV0566
 DV0566'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1922 ***********************************************************************
 AI1922  DESIGNATION -  EVSC
 AI1922  PID         -  AI1922
 AI1922  STATE/COUNTY-  AZ/MARICOPA
 AI1922  USGS QUAD   -  BUCKHORN (1982)
 AI1922
 AI1922                         *CURRENT SURVEY CONTROL
 AI1922  ___________________________________________________________________
 AI1922* NAD 83(1992)-  33 25 27.90541(N)    111 40 52.36683(W)     ADJUSTED  
 AI1922* NAVD 88     -       441.8    (meters)    1449.     (feet)  GPS OBS   
 AI1922  ___________________________________________________________________
 AI1922  X           -  -1,968,770.135 (meters)                     COMP
 AI1922  Y           -  -4,952,026.720 (meters)                     COMP
 AI1922  Z           -   3,493,567.912 (meters)                     COMP
 AI1922  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AI1922  ELLIP HEIGHT-         412.33  (meters)          (09/30/99) GPS OBS
 AI1922  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AI1922
 AI1922  HORZ ORDER  -  A
 AI1922  ELLP ORDER  -  THIRD     CLASS I
 AI1922
 AI1922.The horizontal coordinates were established by GPS observations
 AI1922.and adjusted by the National Geodetic Survey in September 1999..
 AI1922
 AI1922.The orthometric height was determined by GPS observations and a
 AI1922.high-resolution geoid model.
 AI1922
 AI1922.Photographs are available for this station.
 AI1922
 AI1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1922
 AI1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1922
 AI1922.The ellipsoidal height was determined by GPS observations
 AI1922.and is referenced to NAD 83.
 AI1922
 AI1922.The geoid height was determined by GEOID03.
 AI1922
 AI1922;                    North         East     Units Scale Factor Converg.
 AI1922;SPC AZ C     -   268,843.090   235,255.782   MT  0.99990591   +0 07 46.9
 AI1922;SPC AZ C     -   882,031.14    771,836.56   iFT  0.99990591   +0 07 46.9
 AI1922;UTM  12      - 3,698,546.973   436,669.749   MT  0.99964945   -0 22 30.9
 AI1922
 AI1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1922!SPC AZ C     -   0.99993527  x   0.99990591  =   0.99984119
 AI1922!UTM  12      -   0.99993527  x   0.99964945  =   0.99958474
 AI1922
 AI1922                          SUPERSEDED SURVEY CONTROL
 AI1922
 AI1922.No superseded survey control is available for this station.
 AI1922
 AI1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3667098547(NAD 83)
 AI1922_MARKER: DD = SURVEY DISK
 AI1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1922_SP_SET: CONCRETE PAD
 AI1922_STAMPING: EVSC 1999
 AI1922_MARK LOGO: SRP   
 AI1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1922+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1922
 AI1922  HISTORY     - Date     Condition        Report By
 AI1922  HISTORY     - 1999     MONUMENTED       SRP
 AI1922
 AI1922                          STATION DESCRIPTION
 AI1922
 AI1922'DESCRIBED BY SALT RIVER PROJECT 1999 (AB)
 AI1922'THE STATION IS LOCATED IN MESA, AT THE SALT RIVER PROJECT EAST VALLEY
 AI1922'SERVICE CENTER.  OWNERSHIP--SALT RIVER PROJECT.  CONTACT IS ADRIAN
 AI1922'BURCHAM, LAND/SURVEYS DIVISION, PO BOX 52025, MAIL STATION SUR225,
 AI1922'TEMPE AZ 85282, PHONE 602-236-3174.  NOTE--SERVICE CENTER COMPLEX IS
 AI1922'SECURED AND REQUIRES ACCESS THROUGH SECURITY GUARD GATE.  TO REACH THE
 AI1922'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND POWER ROAD IN
 AI1922'MESA, GO NORTH FOR 2.5 MI (4.0 KM) ON POWER ROAD TO UNIVERSITY DR.
 AI1922'TURN RIGHT AND GO EAST FOR 0.4 MI (0.6 KM) ON UNIVERSITY DR TO THE SRP
 AI1922'EAST VALLEY SERVICE CENTER ON THE LEFT.  ENTER COMPLEX AT SECURITY
 AI1922'GUARD SHACK, TURN LEFT AND GO WEST TO THE SOUTHEAST CORNER OF A LARGE
 AI1922'CONCRETE PAD AND THE STATION.  THE STATION IS AN ALUMINUM DISK SET IN
 AI1922'THE SOUTHEAST CORNER OF THE CONCRETE PAD.  LOCATED 257.6 FT (78.5 M)
 AI1922'WEST FROM THE WATER TANK, 198.5 FT (60.5 M) SOUTHWEST FROM THE VEHICLE
 AI1922'REPAIR SHOP, 183.7 FT (56.0 M) NORTH FROM A BLOCK WALL AND 342 FT
 AI1922'(104.2 M) NORTHEAST FROM THE NORTHEAST CORNER OF A HELICOPTER LANDING
 AI1922'PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0517 ***********************************************************************
 CY0517  DESIGNATION -  EXIT 2 RM 4
 CY0517  PID         -  CY0517
 CY0517  STATE/COUNTY-  AZ/COCHISE
 CY0517  USGS QUAD   -  RAILROAD PASS (1979)
 CY0517
 CY0517                         *CURRENT SURVEY CONTROL
 CY0517  ___________________________________________________________________
 CY0517* NAD 83(1986)-  32 21 32.     (N)    109 40 53.     (W)     SCALED    
 CY0517* NAVD 88     -      1297.669  (meters)    4257.44   (feet)  ADJUSTED  
 CY0517  ___________________________________________________________________
 CY0517  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0517  DYNAMIC HT  -        1295.742 (meters)    4251.11  (feet)  COMP
 CY0517  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0517
 CY0517  VERT ORDER  -  FIRST     CLASS II
 CY0517
 CY0517.The horizontal coordinates were scaled from a topographic map and have
 CY0517.an estimated accuracy of +/- 6 seconds.
 CY0517
 CY0517.The orthometric height was determined by differential leveling
 CY0517.and adjusted by the National Geodetic Survey in June 1991..
 CY0517
 CY0517.The geoid height was determined by GEOID03.
 CY0517
 CY0517.The dynamic height is computed by dividing the NAVD 88
 CY0517.geopotential number by the normal gravity value computed on the
 CY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0517.degrees latitude (g = 980.6199 gals.).
 CY0517
 CY0517.The modeled gravity was interpolated from observed gravity values.
 CY0517
 CY0517;                    North         East    Units  Estimated Accuracy
 CY0517;SPC AZ E     -   150,760.      259,030.      MT  (+/- 180 meters Scaled)
 CY0517
 CY0517                          SUPERSEDED SURVEY CONTROL
 CY0517
 CY0517.No superseded survey control is available for this station.
 CY0517
 CY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA240809(NAD 83)
 CY0517_MARKER: DR = REFERENCE MARK DISK
 CY0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0517_SP_SET: BRIDGE
 CY0517_STAMPING: RM 4 1974
 CY0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0517
 CY0517  HISTORY     - Date     Condition        Report By
 CY0517  HISTORY     - 1974     MONUMENTED       AZHD
 CY0517  HISTORY     - 1979     GOOD             NGS
 CY0517
 CY0517                          STATION DESCRIPTION
 CY0517
 CY0517'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 CY0517'11.4 MI NE FROM WILLCOX.
 CY0517'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0517'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0517'JUNCTION OF U.S. HIGHWAY 666.  AT THE NORTHWEST END OF THE HIGHWAY
 CY0517'OVERPASS.  SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE NORTHEAST END
 CY0517'OF THE BRIDGE.
 CY0517
 CY0517                          STATION RECOVERY (1979)
 CY0517
 CY0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0517'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0517'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN TOP OF THE NORTH END
 CY0517'OF THE EAST CURBING AND AT THE NORTHEAST CORNER OF THE HIGHWAY 666
 CY0517'BRIDGE OVER I-10, 4.8 METERS (15.8 FEET) EAST OF THE CENTERLINE OF
 CY0517'HIGHWAY 666, 11.2 METERS (36.8 FEET) EAST-SOUTHEAST OF THE STATION
 CY0517'AND 1.4 METERS (4.8 FEET) SOUTH OF THE NORTH END OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1173 ***********************************************************************
 CY1173  DESIGNATION -  EXIT 2 RM 5 AZIMUTH
 CY1173  PID         -  CY1173
 CY1173  STATE/COUNTY-  AZ/COCHISE
 CY1173  USGS QUAD   -  RAILROAD PASS (1979)
 CY1173
 CY1173                         *CURRENT SURVEY CONTROL
 CY1173  ___________________________________________________________________
 CY1173* NAD 83(1992)-  32 21 45.00071(N)    109 40 57.48211(W)     ADJUSTED  
 CY1173* NAVD 88     -      1297.7    (meters)    4258.     (feet)  VERTCON   
 CY1173  ___________________________________________________________________
 CY1173  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CY1173  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY1173
 CY1173  HORZ ORDER  -  THIRD
 CY1173
 CY1173.The horizontal coordinates were established by classical geodetic methods
 CY1173.and adjusted by the National Geodetic Survey in August 1993..
 CY1173.No horizontal observational check was made to the station.
 CY1173
 CY1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1173
 CY1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1173
 CY1173.The geoid height was determined by GEOID03.
 CY1173
 CY1173;                    North         East     Units Scale Factor Converg.
 CY1173;SPC AZ E     -   151,163.641   258,912.588   MT  0.99992558   +0 15 32.7
 CY1173;SPC AZ E     -   495,943.70    849,450.75   iFT  0.99992558   +0 15 32.7
 CY1173;UTM  12      - 3,581,380.048   623,944.915   MT  0.99978944   +0 42 18.9
 CY1173
 CY1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1173!SPC AZ E     -   0.99980049  x   0.99992558  =   0.99972608
 CY1173!UTM  12      -   0.99980049  x   0.99978944  =   0.99958997
 CY1173
 CY1173|---------------------------------------------------------------------|
 CY1173| PID    Reference Object                     Distance      Geod. Az  |
 CY1173|                                                           dddmmss.s |
 CY1173| CY0518 EXIT 3                              385.744 METERS 16505     |
 CY1173| CY0515 EXIT 2                              378.744 METERS 16632     |
 CY1173| CY0514 EXIT                                392.808 METERS 18659     |
 CY1173|---------------------------------------------------------------------|
 CY1173
 CY1173                          SUPERSEDED SURVEY CONTROL
 CY1173
 CY1173  NAD 83(1986)-  32 21 44.99582(N)    109 40 57.47936(W) AD(       ) 3
 CY1173  NAD 27      -  32 21 44.73850(N)    109 40 55.23122(W) AD(       ) 3
 CY1173  NGVD 29 (07/19/86) 1296.9    (m)         4255.     (f) VERT ANG       
 CY1173
 CY1173.Superseded values are not recommended for survey control.
 CY1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1173.See file dsdata.txt to determine how the superseded data were derived.
 CY1173
 CY1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2394581380(NAD 83)
 CY1173_MARKER: DS = TRIANGULATION STATION DISK
 CY1173_SETTING: 0 = UNSPECIFIED SETTING
 CY1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1173
 CY1173  HISTORY     - Date     Condition        Report By
 CY1173  HISTORY     - 1974     MONUMENTED       NGS
 CY1173
 CY1173                          STATION DESCRIPTION
 CY1173
 CY1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY1173'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, EXIT 2 NO 5 1974.  IT IS
 CY1173'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CY1173'IT IS SET AT THE TOP OF A SMALL HILL ALONG THE NORTH SIDE OF AN
 CY1173'ENTRANCE ROAD TO I-10, 1 FOOT SOUTH OF A WITNESS POST SET IN THE
 CY1173'RIGHT OF WAY FENCE LINE.
 CY1173'
 CY1173'TO REACH STATION EXIT 2 FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY1173'ALONG HASKELL STREET FOR 4.2 MILES TO INTERSTATE HIGHWAY 10.  GO
 CY1173'NORTHEAST ALONG I-10 FOR 7.2 MILES TO INTERSECTION WITH U.S. 666.
 CY1173'EXIT AND CROSS THE HIGHWAY BRIDGE TO THE STATION AT THE NORTH
 CY1173'END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0518 ***********************************************************************
 CY0518  FBN         -  This is a Federal Base Network Control Station.
 CY0518  DESIGNATION -  EXIT 3
 CY0518  PID         -  CY0518
 CY0518  STATE/COUNTY-  AZ/COCHISE
 CY0518  USGS QUAD   -  RAILROAD PASS (1979)
 CY0518
 CY0518                         *CURRENT SURVEY CONTROL
 CY0518  ___________________________________________________________________
 CY0518* NAD 83(1992)-  32 21 32.89998(N)    109 40 53.68444(W)     ADJUSTED  
 CY0518* NAVD 88     -      1297.479  (meters)    4256.81   (feet)  ADJUSTED  
 CY0518  ___________________________________________________________________
 CY0518  X           -  -1,816,632.727 (meters)                     COMP
 CY0518  Y           -  -5,078,802.930 (meters)                     COMP
 CY0518  Z           -   3,394,818.619 (meters)                     COMP
 CY0518  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CY0518  ELLIP HEIGHT-        1270.72  (meters)          (09/30/99) GPS OBS
 CY0518  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0518  DYNAMIC HT  -        1295.551 (meters)    4250.49  (feet)  COMP
 CY0518  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0518
 CY0518  HORZ ORDER  -  A
 CY0518  VERT ORDER  -  FIRST     CLASS II
 CY0518  ELLP ORDER  -  THIRD     CLASS I
 CY0518
 CY0518.The horizontal coordinates were established by GPS observations
 CY0518.and adjusted by the National Geodetic Survey in September 1992..
 CY0518
 CY0518.The orthometric height was determined by differential leveling
 CY0518.and adjusted by the National Geodetic Survey in June 1991..
 CY0518
 CY0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0518
 CY0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0518
 CY0518.The ellipsoidal height was determined by GPS observations
 CY0518.and is referenced to NAD 83.
 CY0518
 CY0518.The geoid height was determined by GEOID03.
 CY0518
 CY0518.The dynamic height is computed by dividing the NAVD 88
 CY0518.geopotential number by the normal gravity value computed on the
 CY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0518.degrees latitude (g = 980.6199 gals.).
 CY0518
 CY0518.The modeled gravity was interpolated from observed gravity values.
 CY0518
 CY0518;                    North         East     Units Scale Factor Converg.
 CY0518;SPC AZ E     -   150,791.375   259,013.556   MT  0.99992569   +0 15 34.7
 CY0518;SPC AZ E     -   494,722.36    849,782.01   iFT  0.99992569   +0 15 34.7
 CY0518;UTM  12      - 3,581,008.630   624,048.765   MT  0.99978976   +0 42 20.7
 CY0518
 CY0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0518!SPC AZ E     -   0.99980052  x   0.99992569  =   0.99972623
 CY0518!UTM  12      -   0.99980052  x   0.99978976  =   0.99959032
 CY0518
 CY0518|---------------------------------------------------------------------|
 CY0518| PID    Reference Object                     Distance      Geod. Az  |
 CY0518|                                                           dddmmss.s |
 CY0518| CY0517 EXIT 2 RM 4                          11.224 METERS 11159     |
 CY0518| CC7366 EXIT 3 RM 6                           4.185 METERS 17053     |
 CY0518| CY0514 EXIT                                148.089 METERS 26321     |
 CY0518| CY0515 EXIT 2                               11.959 METERS 29138     |
 CY0518| CY0620 EXIT 3 RM 5                                        3450531.5 |
 CY0518| CY1173 EXIT 2 RM 5 AZIMUTH                 385.744 METERS 34505     |
 CY0518|---------------------------------------------------------------------|
 CY0518
 CY0518                          SUPERSEDED SURVEY CONTROL
 CY0518
 CY0518  NAD 83(1986)-  32 21 32.89501(N)    109 40 53.68163(W) AD(       ) B
 CY0518  ELLIP H (09/30/92) 1270.76   (m)                       GP(       ) 2 1
 CY0518  NAD 83(1986)-  32 21 32.89501(N)    109 40 53.68163(W) AD(       ) 3
 CY0518  NAD 27      -  32 21 32.63741(N)    109 40 51.43363(W) AD(       ) 3
 CY0518  NAVD 88 (09/30/92) 1297.48   (m)         4256.8    (f) LEVELING    3  
 CY0518  NGVD 29 (07/20/88) 1296.71   (m)         4254.3    (f) LEVELING    3  
 CY0518
 CY0518.Superseded values are not recommended for survey control.
 CY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0518.See file dsdata.txt to determine how the superseded data were derived.
 CY0518
 CY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2404981009(NAD 83)
 CY0518_MARKER: DH = HORIZONTAL CONTROL DISK
 CY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0518_SP_SET: SQUARE CONCRETE MONUMENT
 CY0518_STAMPING: EXIT 3 1974
 CY0518_MARK LOGO: NGS   
 CY0518_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0518+STABILITY: SURFACE MOTION
 CY0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0518+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CY0518
 CY0518  HISTORY     - Date     Condition        Report By
 CY0518  HISTORY     - 1974     MONUMENTED       NGS
 CY0518  HISTORY     - 1974     GOOD             NGS
 CY0518  HISTORY     - 1979     GOOD             NGS
 CY0518  HISTORY     - 1983     GOOD             AZDT
 CY0518  HISTORY     - 19920203 GOOD             NGS
 CY0518  HISTORY     - 19981105 GOOD             NGS
 CY0518  HISTORY     - 19990308 GOOD             NGS
 CY0518  HISTORY     - 20031030 GOOD             AZ-003
 CY0518
 CY0518                          STATION DESCRIPTION
 CY0518
 CY0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0518'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BOWIE AND 12 MILES
 CY0518'NORTHEAST OF WILLCOX, AT THE NORTHWEST END OF U.S. 666 OVERPASS.
 CY0518'
 CY0518'THE STATION MARK IS A STANDARD DISK STAMPED, EXIT 3 1974.  IT IS SET
 CY0518'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 CY0518'IS 12 FEET NORTH OF THE HEADWALL AT THE NORTHWEST END OF THE HIGHWAY
 CY0518'BRIDGE AND 4 FEET WEST OF THE GUARD RAIL.
 CY0518'
 CY0518'REFERENCE MARK 4 IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK STAMPED,
 CY0518'RM 4 1974.  IT IS SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE
 CY0518'NORTHEAST END OF THE BRIDGE.
 CY0518'
 CY0518'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, EXIT 3 NO 6 1974.  IT IS
 CY0518'SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE NORTHWEST END OF THE
 CY0518'BRIDGE.
 CY0518'
 CY0518'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, EXIT 2 NO 5 1974.  IT IS
 CY0518'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CY0518'IT IS SET AT THE TOP OF A SMALL HILL ALONG THE NORTH SIDE OF AN
 CY0518'ENTRANCE ROAD TO I-10, 1 FOOT SOUTH OF A WITNESS POST SET IN THE
 CY0518'RIGHT OF WAY FENCE LINE.
 CY0518'
 CY0518'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0518'ALONG HASKELL STREET FOR 4.2 MILES TO INTERSTATE HIGHWAY 10.  GO
 CY0518'NORTHEAST ALONG I-10 FOR 7.2 MILES TO INTERSECTION WITH U.S. 666.
 CY0518'EXIT AND CROSS THE HIGHWAY BRIDGE TO THE STATION AT THE NORTH
 CY0518'END OF THE BRIDGE.
 CY0518'
 CY0518'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0518
 CY0518                          STATION RECOVERY (1974)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0518'11.4 MI NE FROM WILLCOX.
 CY0518'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0518'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0518'JUNCTION OF U.S. HIGHWAY 666.  AT THE NORTHWEST END OF THE HIGHWAY
 CY0518'OVERPASS.  12 FEET NORTH OF THE HEADWALL AT THE NORTHWEST END OF THE
 CY0518'BRIDGE.
 CY0518
 CY0518                          STATION RECOVERY (1979)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0518'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0518'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET AT THE NORTH END OF THE
 CY0518'WEST U. S. HIGHWAY 666 OVERPASS (EXIT 352), 5.7 METERS (18.7 FEET)
 CY0518'WEST OF THE CENTERLINE OF HIGHWAY 666 AND 3.8 METERS (12.5 FEET)
 CY0518'NORTH OF THE NORTHWEST CORNER OF THE BRIDGE.
 CY0518
 CY0518                          STATION RECOVERY (1983)
 CY0518
 CY0518'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0518'THE STATION WAS RECOVERED AND ALL MARKS APPEAR TO BE IN GOOD
 CY0518'CONDITION.  THE ANGLES TO ALL THE MARKS FAIL TO CHECK THE 1974
 CY0518'OBSERVATIONS AND THE STATION WHICH IS SET ON AN ENBANKMENT MAY HAVE
 CY0518'SHIFTED.  CAUTION SHOULD BE EXERSIZED WHEN USING ANY OF THE MARKS.
 CY0518'THE 1974 ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 CY0518
 CY0518                          STATION RECOVERY (1992)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CY0518'THE STATION IS LOCATED ABOUT 19.1 KM (11.9 MI) NORTHEAST OF WILCOX, AT
 CY0518'THE NORTHWEST CORNER OF THE HIGHWAY 666 NORTH OVERPASS BRIDGE OVER
 CY0518'INTERSTATE HIGHWAY 10 (EXIT 352).  OWNERSHIP--ARIZONA DEPARTMENT OF
 CY0518'TRANSPORTATION.
 CY0518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CY0518'REX ALLEN DRIVE, LOCATED NEAR THE SOUTHWEST EDGE OF WILCOX, GO
 CY0518'NORTHEAST ON INTERSTATE 10 FOR 19.1 KM (11.9 MI) TO THE JUNCTION OF
 CY0518'HIGHWAY 666 (EXIT 352). EXIT AND GO NORTH OVER THE INTERSTATE TO THE
 CY0518'NORTHWEST CORNER OF THE OVERPASS BRIDGE AND THE STATION ON THE LEFT.
 CY0518'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CY0518'PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 5.6 M (18.4 FT) WEST OF
 CY0518'THE CENTERLINE OF HIGHWAY 666, 3.8 M (12.5 FT) NORTHWEST OF THE
 CY0518'NORTHWEST CORNER OF THE CONCRETE BRIDGE CURB AND 1.0 M (3.3 FT) WEST
 CY0518'OF A METAL GUARD RAIL.
 CY0518
 CY0518                          STATION RECOVERY (1998)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CY0518'RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  STATE HIGHWAY 666 HAS BEEN
 CY0518'RENAMED US HIGHWAY 191.
 CY0518
 CY0518                          STATION RECOVERY (1999)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CY0518'RECOVERED AS DESCRIBED.
 CY0518
 CY0518                          STATION RECOVERY (2003)
 CY0518
 CY0518'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CY0518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0620 ***********************************************************************
 CY0620  DESIGNATION -  EXIT 3 RM 5
 CY0620  PID         -  CY0620
 CY0620  STATE/COUNTY-  AZ/COCHISE
 CY0620  USGS QUAD   -  RAILROAD PASS (1979)
 CY0620
 CY0620                         *CURRENT SURVEY CONTROL
 CY0620  ___________________________________________________________________
 CY0620* NAD 83(1986)-  32 21 32.     (N)    109 40 53.     (W)     SCALED    
 CY0620* NAVD 88     -      1297.675  (meters)    4257.46   (feet)  ADJUSTED  
 CY0620  ___________________________________________________________________
 CY0620  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0620  DYNAMIC HT  -        1295.747 (meters)    4251.13  (feet)  COMP
 CY0620  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0620
 CY0620  VERT ORDER  -  FIRST     CLASS II
 CY0620
 CY0620.The horizontal coordinates were scaled from a topographic map and have
 CY0620.an estimated accuracy of +/- 6 seconds.
 CY0620
 CY0620.The orthometric height was determined by differential leveling
 CY0620.and adjusted by the National Geodetic Survey in June 1991..
 CY0620
 CY0620.The geoid height was determined by GEOID03.
 CY0620
 CY0620.The dynamic height is computed by dividing the NAVD 88
 CY0620.geopotential number by the normal gravity value computed on the
 CY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0620.degrees latitude (g = 980.6199 gals.).
 CY0620
 CY0620.The modeled gravity was interpolated from observed gravity values.
 CY0620
 CY0620;                    North         East    Units  Estimated Accuracy
 CY0620;SPC AZ E     -   150,760.      259,030.      MT  (+/- 180 meters Scaled)
 CY0620
 CY0620                          SUPERSEDED SURVEY CONTROL
 CY0620
 CY0620.No superseded survey control is available for this station.
 CY0620
 CY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA240809(NAD 83)
 CY0620_MARKER: DR = REFERENCE MARK DISK
 CY0620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0620_SP_SET: BRIDGE
 CY0620_STAMPING: EXIT 3 NO 5 1974
 CY0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0620
 CY0620  HISTORY     - Date     Condition        Report By
 CY0620  HISTORY     - 1974     MONUMENTED       NGS
 CY0620  HISTORY     - 1979     GOOD             NGS
 CY0620
 CY0620                          STATION DESCRIPTION
 CY0620
 CY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0620'19.1 KM NE FROM WILLCOX.
 CY0620'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0620'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN TOP OF THE CONCRETE
 CY0620'CURBING NORTH OF THE NORTHWEST CONCRETE GUARD RAIL OVER THE NORTH
 CY0620'ABUTMENT, 4.9 METERS (16.1 FEET) WEST OF THE CENTERLINE OF HIGHWAY
 CY0620'666, 4.2 METERS (13.6 FEET) SOUTH OF THE STATION AND 0.2 METER
 CY0620'(0.8 FOOT) SOUTH OF THE NORTH END OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2157 ***********************************************************************
 DU2157  DESIGNATION -  EXTENSION
 DU2157  PID         -  DU2157
 DU2157  STATE/COUNTY-  AZ/MARICOPA
 DU2157  USGS QUAD   -  MESA (1982)
 DU2157
 DU2157                         *CURRENT SURVEY CONTROL
 DU2157  ___________________________________________________________________
 DU2157* NAD 83(1992)-  33 23 12.90327(N)    111 50 54.84648(W)     ADJUSTED  
 DU2157* NAVD 88     -       369.2    (meters)    1211.     (feet)  VERTCON   
 DU2157  ___________________________________________________________________
 DU2157  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DU2157  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2157
 DU2157  HORZ ORDER  -  SECOND
 DU2157
 DU2157.The horizontal coordinates were established by classical geodetic methods
 DU2157.and adjusted by the National Geodetic Survey in August 1993..
 DU2157
 DU2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2157
 DU2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2157
 DU2157.The geoid height was determined by GEOID03.
 DU2157
 DU2157;                    North         East     Units Scale Factor Converg.
 DU2157;SPC AZ C     -   264,661.541   219,695.440   MT  0.99990049   +0 02 14.9
 DU2157;SPC AZ C     -   868,312.14    720,785.56   iFT  0.99990049   +0 02 14.9
 DU2157;UTM  12      - 3,694,503.622   421,076.922   MT  0.99967679   -0 28 01.1
 DU2157
 DU2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2157!SPC AZ C     -   0.99994672  x   0.99990049  =   0.99984722
 DU2157!UTM  12      -   0.99994672  x   0.99967679  =   0.99962353
 DU2157
 DU2157|---------------------------------------------------------------------|
 DU2157| PID    Reference Object                     Distance      Geod. Az  |
 DU2157|                                                           dddmmss.s |
 DU2157| CH5142 EXTENSION RM 1                       16.438 METERS 00005     |
 DU2157| CH5143 EXTENSION RM 2                       10.543 METERS 18043     |
 DU2157| DU2158 ALMA                                APPROX. 0.8 KM 2855406.6 |
 DU2157|---------------------------------------------------------------------|
 DU2157
 DU2157                          SUPERSEDED SURVEY CONTROL
 DU2157
 DU2157  NAD 83(1986)-  33 23 12.89745(N)    111 50 54.85098(W) AD(       ) 2
 DU2157  NAD 27      -  33 23 12.72681(N)    111 50 52.34047(W) AD(       ) 2
 DU2157  NGVD 29 (07/19/86)  368.6    (m)         1209.     (f) VERT ANG       
 DU2157
 DU2157.Superseded values are not recommended for survey control.
 DU2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2157.See file dsdata.txt to determine how the superseded data were derived.
 DU2157
 DU2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2107794504(NAD 83)
 DU2157_MARKER: DD = SURVEY DISK
 DU2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2157
 DU2157  HISTORY     - Date     Condition        Report By
 DU2157  HISTORY     - 1974     MONUMENTED       AZDT
 DU2157  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU2157
 DU2157                          STATION DESCRIPTION
 DU2157
 DU2157'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2157'THE STATION IS LOCATED IN SOUTHWEST MESA ON THE EAST SIDE OF
 DU2157'EXTENSION RD. AND ABOUT 0.4 MILE SOUTH OF SOUTHERN AVENUE.
 DU2157'
 DU2157'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION, P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH
 DU2157'DIAMETER CONCRETE MONUMENT LEVEL WITH THE SIDEWALK.  THE MARK
 DU2157'IS 23 FEET EAST OF CENTERLINE OF EXTENSION RD., 6 FEET
 DU2157'EAST OF CURB ON THE EAST EDGE OF SIDEWALK, AND 3 FEET WEST OF
 DU2157'WITNESS POST.
 DU2157'
 DU2157'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU2157'MONUMENT LEVEL WITH THE SIDEWALK.  THE MARK IS 23 FEET EAST OF
 DU2157'THE CENTERLINE OF EXTENSION RD. AT THE EDGE OF THE SIDEWALK AND
 DU2157'6 FEET EAST OF THE CURB.
 DU2157'
 DU2157'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU2157'MONUMENT LEVEL WITH THE SIDEWALK.  IT IS 23 FEET EAST OF EXTENSION
 DU2157'ROAD CENTERLINE AT THE EDGE OF THE SIDEWALK AND 6 FEET EAST
 DU2157'OF THE CURB.
 DU2157'
 DU2157'TO REACH FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU2157'HIGHWAY 87 IN MESA, GO SOUTH ON HWY. 87 FOR 1.6 MILES TO
 DU2157'SOUTHERN AVENUE, TURN WEST ON SOUTHERN AVENUE FOR 1/2 MILE TO
 DU2157'EXTENSION RD. THEN SOUTH ON EXTENSION RD. FOR 0.4 MILES TO THE
 DU2157'STATION ON THE LEFT.
 DU2157'
 DU2157'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2157
 DU2157                          STATION RECOVERY (2005)
 DU2157
 DU2157'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2157'STATION, REFERENCE MARKS, AND WITNESS POST NOT FOUND. THE ADJUSTED
 DU2157'COORDINATES POINT TO DEPRESSION IN SOD APPROXIMATELY 6 FEET EAST OF
 DU2157'THE SIDEWALK. A 12 INCH PROBE WAS USED TO INVESTIGATE THE DEPRESSION
 DU2157'WITH NOTHING DETECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0601 ***********************************************************************
 FR0601  DESIGNATION -  EXTRA
 FR0601  PID         -  FR0601
 FR0601  STATE/COUNTY-  AZ/MOHAVE
 FR0601  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0601
 FR0601                         *CURRENT SURVEY CONTROL
 FR0601  ___________________________________________________________________
 FR0601* NAD 83(1992)-  35 54 39.62327(N)    113 53 47.28506(W)     ADJUSTED  
 FR0601* NAVD 88     -      1767.785  (meters)    5799.81   (feet)  POSTED    
 FR0601  ___________________________________________________________________
 FR0601  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FR0601  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0601  DYNAMIC HT  -        1765.610 (meters)    5792.67  (feet)  COMP
 FR0601  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 FR0601
 FR0601  HORZ ORDER  -  SECOND
 FR0601  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0601
 FR0601.The horizontal coordinates were established by classical geodetic methods
 FR0601.and adjusted by the National Geodetic Survey in August 1993..
 FR0601
 FR0601.The orthometric height was determined by differential leveling
 FR0601.and adjusted by the National Geodetic Survey in 1992..
 FR0601.No vertical observational check was made to the station.
 FR0601.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0601.was located on a no-check spur therefore a value was not computed.
 FR0601
 FR0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0601
 FR0601.The geoid height was determined by GEOID03.
 FR0601
 FR0601.The dynamic height is computed by dividing the NAVD 88
 FR0601.geopotential number by the normal gravity value computed on the
 FR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0601.degrees latitude (g = 980.6199 gals.).
 FR0601
 FR0601.The modeled gravity was interpolated from observed gravity values.
 FR0601
 FR0601;                    North         East     Units Scale Factor Converg.
 FR0601;SPC AZ W     -   544,667.384   200,139.954   MT  0.99993549   -0 05 09.3
 FR0601;SPC AZ W     - 1,786,966.48    656,627.15   iFT  0.99993549   -0 05 09.3
 FR0601;UTM  12      - 3,977,954.814   238,620.211   MT  1.00044192   -1 41 59.4
 FR0601
 FR0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0601!SPC AZ W     -   0.99972672  x   0.99993549  =   0.99966222
 FR0601!UTM  12      -   0.99972672  x   1.00044192  =   1.00016852
 FR0601
 FR0601                          SUPERSEDED SURVEY CONTROL
 FR0601
 FR0601  NAD 83(1986)-  35 54 39.61700(N)    113 53 47.28255(W) AD(       ) 2
 FR0601  NAD 27      -  35 54 39.66500(N)    113 53 44.45700(W) AD(       ) 2
 FR0601  NGVD 29 (??/??/92) 1766.924  (m)         5796.98   (f) ADJ UNCH    2 0
 FR0601
 FR0601.Superseded values are not recommended for survey control.
 FR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0601.See file dsdata.txt to determine how the superseded data were derived.
 FR0601
 FR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3862077955(NAD 83)
 FR0601_MARKER: DS = TRIANGULATION STATION DISK
 FR0601_SETTING: 80 = SET IN A BOULDER
 FR0601_SP_SET: BOULDER
 FR0601_STAMPING: EXTRA 1935
 FR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0601+STABILITY: SURFACE MOTION
 FR0601
 FR0601  HISTORY     - Date     Condition        Report By
 FR0601  HISTORY     - 1935     MONUMENTED       CGS
 FR0601  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FR0601  HISTORY     - 1935     GOOD             CGS
 FR0601
 FR0601                          STATION DESCRIPTION
 FR0601
 FR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0601'STATION IS ON THE HIGH GENTLE RIDGE LYING ABOUT 5 MILES (AIR LINE)
 FR0601'NE OF THE DUNCAN RANCH, AND ABOUT 3/4 MILE E OF THE INDIAN
 FR0601'RESERVATION FENCE, AND JUST S OF DRIFT FENCE RUNNING APPROXIMATELY
 FR0601'E AND W IN THE RESERVATION.  ABOUT 2-1/2 MILES W OF THE BREAK
 FR0601'OF CLIFFS INTO BREAK OF THE RIVER, AT THE MOST WESTERN POINT OF
 FR0601'SAID CLIFFS.
 FR0601'
 FR0601'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 FR0601'IN OUTCROPPING BEDROCK.
 FR0601'
 FR0601'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE LAS VEGAS HIGHWAY
 FR0601'13.4 MILES, TURN RIGHT ON THE PATTERSON WELLS ROAD AND GO
 FR0601'16.1 MILES, TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED
 FR0601'ROAD 12.4 MILES, TAKE THE RIGHT FORK AND GO 0.2 MILE, TAKE THE
 FR0601'LEFT FORK AND GO 5.4 MILES TO THE DUNCAN RANCH.  GO THRU THE
 FR0601'BARNYARD THENCE ALONG THE E SIDE OF THE WATER HOLE AND FOLLOW
 FR0601'THE OLD ROAD UP THE WASH 7.2 MILES TO THE RESERVATION FENCE.
 FR0601'FOLLOW DIM ROAD LEADING E 0.4 MILE AND TURN RIGHT OFF THE ROAD
 FR0601'AND DRIVE CROSS COUNTRY SE TOWARDS THE BIG BLACK RIDGE, GO
 FR0601'0.2 MILE AND PASS AN OLD SHACK, GO 0.3 MILE TO END OF TRUCK
 FR0601'TRAVEL AT FOOT OF RIDGE.  FROM HERE GO E ASCENDING THE RIDGE,
 FR0601'THEN WALK ALONG THE RIDGE SW 1-1/2 MILES TO THE STATION.  IT IS
 FR0601'1/2 MILE NE OF THE HIGHEST POINT OF THE RIDGE.
 FR0601'
 FR0601'THIS STATION WAS LOCATED BY INTERSECTION.  NOT OCCUPIED.
 FR0601
 FR0601                          STATION RECOVERY (1935)
 FR0601
 FR0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GRF)
 FR0601'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS,
 FR0601'MOHAVE COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK
 FR0601'TRAIL FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE
 FR0601'ABOUT 0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP
 FR0601'A RIDGE, AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, IN
 FR0601'THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0601'STANDARD TRIANGULATION STATION DISK, STAMPED EXTRA 1935.
 FR0601'
 FR0601'R.M. NO. 1 IS ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM
 FR0601'PEACH SPRINGS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL
 FR0601'FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT
 FR0601'0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE,
 FR0601'AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHWEST OF
 FR0601'TRIANGULATION STATION, IN THE TOP OF A BOULDER AND ABOUT 6
 FR0601'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE MARK DISK,
 FR0601'STAMPED EXTRA NO 1 1935.
 FR0601'
 FR0601'NOTE--IT WAS REPORTED IN MAY 1935 THAT THIS DISK WAS SET AT
 FR0601'AN APPROXIMATE 45-DEGREE ANGLE.  THE HIGHEST POINT OF THE DISK WAS
 FR0601'USED AS THE BENCH MARK.
 FR0601'
 FR0601'R.M. NO. 2 IS ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH
 FR0601'SPRINGS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL
 FR0601'FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT
 FR0601'0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A
 FR0601'RIDGE, AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL,
 FR0601'NORTHEAST OF STATION, IN THE TOP OF A BOULDER, AND ABOUT 6
 FR0601'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE MARK DISK,
 FR0601'STAMPED EXTRA NO 2 1935.
 FR0601
 FR0601                          STATION RECOVERY (1935)
 FR0601
 FR0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FR0601'59.2 MI NW FROM PEACH SPRINGS.
 FR0601'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0601'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0601'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0601'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0601'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, IN THE TOP OF A BOULDER, AND
 FR0601'ABOUT LEVEL WITH THE GROUND.  A STANDARD TRIANGULATION-STATION DISK,
 FR0601'STAMPED EXTRA 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0251 ***********************************************************************
 GO0251  DESIGNATION -  EXTRA
 GO0251  PID         -  GO0251
 GO0251  STATE/COUNTY-  AZ/APACHE
 GO0251  USGS QUAD   -  FIRE DANCE MESA (1982)
 GO0251
 GO0251                         *CURRENT SURVEY CONTROL
 GO0251  ___________________________________________________________________
 GO0251* NAD 83(1992)-  36 27 50.46384(N)    109 24 43.76076(W)     ADJUSTED  
 GO0251* NAVD 88     -      1792.56   (+/-2cm)    5881.1    (feet)  VERTCON   
 GO0251  ___________________________________________________________________
 GO0251  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 GO0251  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 GO0251
 GO0251  HORZ ORDER  -  THIRD
 GO0251  VERT ORDER  -  THIRD ? (See Below)
 GO0251
 GO0251.The horizontal coordinates were established by classical geodetic methods
 GO0251.and adjusted by the National Geodetic Survey in August 1993..
 GO0251
 GO0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0251.The vertical order pertains to the NGVD 29 superseded value.
 GO0251
 GO0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0251
 GO0251.The geoid height was determined by GEOID03.
 GO0251
 GO0251;                    North         East     Units Scale Factor Converg.
 GO0251;SPC AZ E     -   606,261.314   280,982.541   MT  0.99995632   +0 26 54.4
 GO0251;SPC AZ E     - 1,989,046.31    921,858.73   iFT  0.99995632   +0 26 54.4
 GO0251;UTM  12      - 4,036,588.604   642,270.972   MT  0.99984938   +0 56 37.8
 GO0251
 GO0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0251!SPC AZ E     -   0.99972191  x   0.99995632  =   0.99967824
 GO0251!UTM  12      -   0.99972191  x   0.99984938  =   0.99957133
 GO0251
 GO0251:                Primary Azimuth Mark                     Grid Az
 GO0251:SPC AZ E     -  HUMP RESET                               207 40 39.4
 GO0251:UTM  12      -  HUMP RESET                               207 10 56.0
 GO0251
 GO0251|---------------------------------------------------------------------|
 GO0251| PID    Reference Object                     Distance      Geod. Az  |
 GO0251|                                                           dddmmss.s |
 GO0251| GO0256 HUMP RESET                          APPROX.10.2 KM 2080733.8 |
 GO0251|---------------------------------------------------------------------|
 GO0251
 GO0251                          SUPERSEDED SURVEY CONTROL
 GO0251
 GO0251  NAD 83(1986)-  36 27 50.46418(N)    109 24 43.76023(W) AD(       ) 3
 GO0251  NGVD 29 (08/22/88) 1791.65   (m)         5878.1    (f) LEVELING    3  
 GO0251
 GO0251.Superseded values are not recommended for survey control.
 GO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0251.See file dsdata.txt to determine how the superseded data were derived.
 GO0251
 GO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF4227136589(NAD 83)
 GO0251_MARKER: DS = TRIANGULATION STATION DISK
 GO0251_SETTING: 80 = SET IN A BOULDER
 GO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0251+STABILITY: SURFACE MOTION
 GO0251
 GO0251  HISTORY     - Date     Condition        Report By
 GO0251  HISTORY     - 1955     MONUMENTED       USGS
 GO0251
 GO0251                          STATION DESCRIPTION
 GO0251
 GO0251'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0251'LOCATED ABOUT 21 MI N. AND 8 MI E. OF CHINLE, 0.4 MI S. OF
 GO0251'CHINLE-LUKACHUKAI RD.  NEAR SOUTH END OF SMALL MESA OR BUTTE.
 GO0251'
 GO0251'TO REACH FROM CHINLE POST OFFICE, DRIVE 1.2 MI W.  TURN RIGHT
 GO0251'TOWARD MANY FARMS 32.0 MI TO ROUND ROCK RD.  TAKE RIGHT FORK 4.0
 GO0251'MI TOWARD LUKACHUKAI.  TAKE RIGHT FORK 0.4 MI TO BASE OF SMALL
 GO0251'MESA.  PACK 2 MINUTES TO TOP.
 GO0251'
 GO0251'STATION MARK--STANDARD TABLET STAMPED---EXTRA 1955---, CEMENTED IN
 GO0251'ROCK.
 GO0251'
 GO0251'RM 1--STANDARD RM TABLET STAMPED---EXTRA NO 1---.
 GO0251'
 GO0251'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK NEAR
 GO0251'LARGE ANT HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0602 ***********************************************************************
 FR0602  DESIGNATION -  EXTRA RM 1
 FR0602  PID         -  FR0602
 FR0602  STATE/COUNTY-  AZ/MOHAVE
 FR0602  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0602
 FR0602                         *CURRENT SURVEY CONTROL
 FR0602  ___________________________________________________________________
 FR0602* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0602* NAVD 88     -      1768.062  (meters)    5800.72   (feet)  POSTED    
 FR0602  ___________________________________________________________________
 FR0602  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0602  DYNAMIC HT  -        1765.880 (meters)    5793.56  (feet)  COMP
 FR0602  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0602
 FR0602  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0602
 FR0602.The horizontal coordinates were scaled from a topographic map and have
 FR0602.an estimated accuracy of +/- 6 seconds.
 FR0602
 FR0602.The orthometric height was determined by differential leveling
 FR0602.and adjusted by the National Geodetic Survey in 1992..
 FR0602.No vertical observational check was made to the station.
 FR0602.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0602.was located on a no-check spur therefore a value was not computed.
 FR0602
 FR0602.The geoid height was determined by GEOID03.
 FR0602
 FR0602.The dynamic height is computed by dividing the NAVD 88
 FR0602.geopotential number by the normal gravity value computed on the
 FR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0602.degrees latitude (g = 980.6199 gals.).
 FR0602
 FR0602.The modeled gravity was interpolated from observed gravity values.
 FR0602
 FR0602;                    North         East    Units  Estimated Accuracy
 FR0602;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0602
 FR0602                          SUPERSEDED SURVEY CONTROL
 FR0602
 FR0602  NGVD 29 (??/??/92) 1767.197  (m)         5797.88   (f) ADJ UNCH    2 0
 FR0602
 FR0602.Superseded values are not recommended for survey control.
 FR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0602.See file dsdata.txt to determine how the superseded data were derived.
 FR0602
 FR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0602_MARKER: DR = REFERENCE MARK DISK
 FR0602_SETTING: 80 = SET IN A BOULDER
 FR0602_SP_SET: BOULDER
 FR0602_STAMPING: EXTRA NO 1 1935
 FR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0602+STABILITY: SURFACE MOTION
 FR0602
 FR0602  HISTORY     - Date     Condition        Report By
 FR0602  HISTORY     - 1935     MONUMENTED       CGS
 FR0602
 FR0602                          STATION DESCRIPTION
 FR0602
 FR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0602'59.2 MI NW FROM PEACH SPRINGS.
 FR0602'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0602'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0602'MARK B 95 TO THE RAMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0602'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0602'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHWEST OF TRIANGULATION
 FR0602'STATION EXTRA, DESCRIBED ABOVE, IN THE TOP OF A BOULDER AND ABOUT 6
 FR0602'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0602'EXTRA NO 1 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0603 ***********************************************************************
 FR0603  DESIGNATION -  EXTRA RM 2
 FR0603  PID         -  FR0603
 FR0603  STATE/COUNTY-  AZ/MOHAVE
 FR0603  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0603
 FR0603                         *CURRENT SURVEY CONTROL
 FR0603  ___________________________________________________________________
 FR0603* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0603* NAVD 88     -      1767.700  (meters)    5799.53   (feet)  POSTED    
 FR0603  ___________________________________________________________________
 FR0603  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0603  DYNAMIC HT  -        1765.520 (meters)    5792.38  (feet)  COMP
 FR0603  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0603
 FR0603  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0603
 FR0603.The horizontal coordinates were scaled from a topographic map and have
 FR0603.an estimated accuracy of +/- 6 seconds.
 FR0603
 FR0603.The orthometric height was determined by differential leveling
 FR0603.and adjusted by the National Geodetic Survey in 1992..
 FR0603.No vertical observational check was made to the station.
 FR0603.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0603.was located on a no-check spur therefore a value was not computed.
 FR0603
 FR0603.The geoid height was determined by GEOID03.
 FR0603
 FR0603.The dynamic height is computed by dividing the NAVD 88
 FR0603.geopotential number by the normal gravity value computed on the
 FR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0603.degrees latitude (g = 980.6199 gals.).
 FR0603
 FR0603.The modeled gravity was interpolated from observed gravity values.
 FR0603
 FR0603;                    North         East    Units  Estimated Accuracy
 FR0603;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0603
 FR0603                          SUPERSEDED SURVEY CONTROL
 FR0603
 FR0603  NGVD 29 (??/??/92) 1766.834  (m)         5796.69   (f) ADJ UNCH    2 0
 FR0603
 FR0603.Superseded values are not recommended for survey control.
 FR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0603.See file dsdata.txt to determine how the superseded data were derived.
 FR0603
 FR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0603_MARKER: DR = REFERENCE MARK DISK
 FR0603_SETTING: 80 = SET IN A BOULDER
 FR0603_SP_SET: BOULDER
 FR0603_STAMPING: EXTRA NO 2 1935
 FR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0603+STABILITY: SURFACE MOTION
 FR0603
 FR0603  HISTORY     - Date     Condition        Report By
 FR0603  HISTORY     - 1935     MONUMENTED       CGS
 FR0603
 FR0603                          STATION DESCRIPTION
 FR0603
 FR0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0603'59.2 MI NW FROM PEACH SPRINGS.
 FR0603'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0603'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0603'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0603'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0603'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHEAST OF TRIANGULATION
 FR0603'STATION EXTRA, DESCRIBED ABOVE, IN THE TOP OF A BOULDER, AND ABOUT 6
 FR0603'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0603'EXTRA NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2234 ***********************************************************************
 DV2234  DESIGNATION -  EYE
 DV2234  PID         -  DV2234
 DV2234  STATE/COUNTY-  AZ/MARICOPA
 DV2234  USGS QUAD   -  FOWLER (1982)
 DV2234
 DV2234                         *CURRENT SURVEY CONTROL
 DV2234  ___________________________________________________________________
 DV2234* NAD 83(1992)-  33 25 20.82432(N)    112 10 40.29717(W)     ADJUSTED  
 DV2234* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 DV2234  ___________________________________________________________________
 DV2234  X           -  -2,011,625.194 (meters)                     COMP
 DV2234  Y           -  -4,934,786.975 (meters)                     COMP
 DV2234  Z           -   3,493,314.802 (meters)                     COMP
 DV2234  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DV2234  ELLIP HEIGHT-         283.40  (meters)          (06/11/02) GPS OBS
 DV2234  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV2234
 DV2234  HORZ ORDER  -  FIRST
 DV2234  ELLP ORDER  -  FOURTH    CLASS II
 DV2234
 DV2234.The horizontal coordinates were established by GPS observations
 DV2234.and adjusted by the National Geodetic Survey in August 1993..
 DV2234
 DV2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2234
 DV2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2234
 DV2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2234
 DV2234.The ellipsoidal height was determined by GPS observations
 DV2234.and is referenced to NAD 83.
 DV2234
 DV2234.The geoid height was determined by GEOID03.
 DV2234
 DV2234;                    North         East     Units Scale Factor Converg.
 DV2234;SPC AZ C     -   268,630.665   189,069.997   MT  0.99990727   -0 08 37.9
 DV2234;SPC AZ C     -   881,334.20    620,308.39   iFT  0.99990727   -0 08 37.9
 DV2234;UTM  12      - 3,698,741.552   390,493.491   MT  0.99974784   -0 38 55.8
 DV2234
 DV2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2234!SPC AZ C     -   0.99995551  x   0.99990727  =   0.99986278
 DV2234!UTM  12      -   0.99995551  x   0.99974784  =   0.99970336
 DV2234
 DV2234                          SUPERSEDED SURVEY CONTROL
 DV2234
 DV2234  ELLIP H (08/23/93)  283.47   (m)                       GP(       ) 4 2
 DV2234  NAD 83(1986)-  33 25 20.81843(N)    112 10 40.30258(W) AD(       ) 1
 DV2234  NGVD 29 (09/11/89)  312.7    (m)         1026.     (f) GPS OBS        
 DV2234
 DV2234.Superseded values are not recommended for survey control.
 DV2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2234.See file dsdata.txt to determine how the superseded data were derived.
 DV2234
 DV2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9049398742(NAD 83)
 DV2234_MARKER: DD = SURVEY DISK
 DV2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2234+STABILITY: SURFACE MOTION
 DV2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2234+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2234
 DV2234  HISTORY     - Date     Condition        Report By
 DV2234  HISTORY     - 1986     MONUMENTED       AZDT
 DV2234
 DV2234                          STATION DESCRIPTION
 DV2234
 DV2234'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2234'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) WEST-SOUTHWEST OF
 DV2234'DOWNTOWN PHOENIX, ARIZONA.
 DV2234'
 DV2234'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND LOWER
 DV2234'BUCKEYE ROAD, GO WEST ON LOWER BUCKEYE ROAD FOR 0.81 KM (0.5 MI) TO
 DV2234'THE STATION ON THE RIGHT.
 DV2234'
 DV2234'THE STATION IS A STANDARD AGS DISK
 DV2234'STAMPED---EYE 1986---,
 DV2234'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2234'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2234'1.22 METERS (4.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2234'1.43 METERS (4.7 FT) EAST FROM THE EAST EDGE OF A CANAL,
 DV2234'8.32 METERS (27.3 FT) NORTH FROM THE CENTERLINE OF LOWER BUCKEYE
 DV2234'ROAD,
 DV2234'9.08 METERS (29.8 FT) NORTHEAST FROM THE N 1/4 20 T1N R2E SURVEY
 DV2234'HAND HOLE.
 DV2234'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2234'STAMPED---EYE 1986---,
 DV2234'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2272 ***********************************************************************
 DV2272  DESIGNATION -  EYE
 DV2272  PID         -  DV2272
 DV2272  STATE/COUNTY-  AZ/MARICOPA
 DV2272  USGS QUAD   -  AGUILA (1990)
 DV2272
 DV2272                         *CURRENT SURVEY CONTROL
 DV2272  ___________________________________________________________________
 DV2272* NAD 83(1992)-  33 56 33.95393(N)    113 09 04.36003(W)     ADJUSTED  
 DV2272* NAVD 88     -       667.0    (meters)    2188.     (feet)  VERTCON   
 DV2272  ___________________________________________________________________
 DV2272  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DV2272  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2272
 DV2272  HORZ ORDER  -  SECOND
 DV2272
 DV2272.The horizontal coordinates were established by classical geodetic methods
 DV2272.and adjusted by the National Geodetic Survey in August 1993..
 DV2272
 DV2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2272
 DV2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2272
 DV2272.The geoid height was determined by GEOID03.
 DV2272
 DV2272;                    North         East     Units Scale Factor Converg.
 DV2272;SPC AZ C     -   326,992.431    99,238.499   MT  1.00006050   -0 41 21.8
 DV2272;SPC AZ C     - 1,072,809.81    325,585.63   iFT  1.00006050   -0 41 21.8
 DV2272;UTM  12      - 3,757,894.441   301,189.450   MT  1.00008727   -1 12 05.6
 DV2272
 DV2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2272!SPC AZ C     -   0.99990001  x   1.00006050  =   0.99996051
 DV2272!UTM  12      -   0.99990001  x   1.00008727  =   0.99998727
 DV2272
 DV2272|---------------------------------------------------------------------|
 DV2272| PID    Reference Object                     Distance      Geod. Az  |
 DV2272|                                                           dddmmss.s |
 DV2272| CS6631 EYE RM 1                             12.152 METERS 08745     |
 DV2272| CS6632 EYE RM 2                             12.200 METERS 26733     |
 DV2272|---------------------------------------------------------------------|
 DV2272
 DV2272                          SUPERSEDED SURVEY CONTROL
 DV2272
 DV2272  NAD 83(1986)-  33 56 33.95286(N)    113 09 04.36366(W) AD(       ) 2
 DV2272  NGVD 29 (11/27/91)  666.3    (m)         2186.     (f) VERT ANG       
 DV2272
 DV2272.Superseded values are not recommended for survey control.
 DV2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2272.See file dsdata.txt to determine how the superseded data were derived.
 DV2272
 DV2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0118957894(NAD 83)
 DV2272_MARKER: DS = TRIANGULATION STATION DISK
 DV2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2272+STABILITY: SURFACE MOTION
 DV2272
 DV2272  HISTORY     - Date     Condition        Report By
 DV2272  HISTORY     - 1985     MONUMENTED       AZDT
 DV2272
 DV2272                          STATION DESCRIPTION
 DV2272
 DV2272'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2272'THE STATION IS LOCATED 1 MILE EAST OF AGUILA ALONG THE SOUTH SIDE OF
 DV2272'U.S. HIGHWAY 60.
 DV2272'
 DV2272'THE STATION MARK IS AN AZDT DISK STAMPED---EYE 1985---.  IT IS SET IN
 DV2272'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 65
 DV2272'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 49 FEET NORTH OF THE
 DV2272'NORTH END OF AN IRRIGATION DITCH AND 3 FEET SOUTH OF THE WITNESS POST.
 DV2272'
 DV2272'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EYE RM 1 1985---.  IT IS
 DV2272'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 1.4 FEET EAST OF A WITNESS
 DV2272'POST.
 DV2272'
 DV2272'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EYE RM 2 1985---.  IT IS
 DV2272'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 2 FEET EAST OF A WITNESS
 DV2272'POST.
 DV2272'
 DV2272'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2272'U.S. HIGHWAY 60 FOR 1.15 MILES TO MILE POST 85.6 AND THE STATION ON
 DV2272'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1681 ***********************************************************************
 DU1681  DESIGNATION -  F
 DU1681  PID         -  DU1681
 DU1681  STATE/COUNTY-  AZ/MARICOPA
 DU1681  USGS QUAD   -  MESA (1982)
 DU1681
 DU1681                         *CURRENT SURVEY CONTROL
 DU1681  ___________________________________________________________________
 DU1681* NAD 83(1986)-  33 23 05.     (N)    111 50 01.     (W)     SCALED    
 DU1681* NAVD 88     -       369.577  (meters)    1212.52   (feet)  ADJUSTED  
 DU1681  ___________________________________________________________________
 DU1681  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1681  DYNAMIC HT  -         369.139 (meters)    1211.08  (feet)  COMP
 DU1681  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 DU1681
 DU1681  VERT ORDER  -  SECOND    CLASS I
 DU1681
 DU1681.The horizontal coordinates were scaled from a topographic map and have
 DU1681.an estimated accuracy of +/- 6 seconds.
 DU1681
 DU1681.The orthometric height was determined by differential leveling
 DU1681.and adjusted by the National Geodetic Survey in January 1998..
 DU1681
 DU1681.The geoid height was determined by GEOID03.
 DU1681
 DU1681.The dynamic height is computed by dividing the NAVD 88
 DU1681.geopotential number by the normal gravity value computed on the
 DU1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1681.degrees latitude (g = 980.6199 gals.).
 DU1681
 DU1681.The modeled gravity was interpolated from observed gravity values.
 DU1681
 DU1681;                    North         East    Units  Estimated Accuracy
 DU1681;SPC AZ C     -   264,420.      221,090.      MT  (+/- 180 meters Scaled)
 DU1681
 DU1681                          SUPERSEDED SURVEY CONTROL
 DU1681
 DU1681  NAVD 88 (11/29/93)  369.547  (m)         1212.42   (f) UNKNOWN     2 1
 DU1681
 DU1681.Superseded values are not recommended for survey control.
 DU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1681.See file dsdata.txt to determine how the superseded data were derived.
 DU1681
 DU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224942(NAD 83)
 DU1681_MARKER: DD = SURVEY DISK
 DU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1681_SP_SET: CONCRETE POST
 DU1681_STAMPING: BM-F 1977
 DU1681_MARK LOGO: AZ-013
 DU1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1681+STABILITY: SURFACE MOTION
 DU1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1681+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1681
 DU1681  HISTORY     - Date     Condition        Report By
 DU1681  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1681  HISTORY     - 1981     GOOD             AZDT
 DU1681  HISTORY     - 19941012 GOOD             NGS
 DU1681  HISTORY     - 19941026 GOOD             NGS
 DU1681  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU1681
 DU1681                          STATION DESCRIPTION
 DU1681
 DU1681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1681'IN MESA.
 DU1681'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1681'GILBERT ROAD TO COUNTRY CLUB DRIVE, ABOUT 500 FT (152.40 METERS) SOUTH
 DU1681'OF THE FREEWAY CENTERLINE TO IRON AVENUE, 25 FT (7.62 METERS) NORTH OF
 DU1681'THE SOUTH EDGE OF THE AVENUE, 15 FT (4.57 METERS) SOUTH OF THE NORTH
 DU1681'EDGE OF THE AVENUE, 15 FT (4.57 METERS) WEST OF A DRIVE SOUTH, 85 FT
 DU1681'(25.90 METERS) EAST OF A DRIVE SOUTH, ABOUT 450 FT (137.16) EAST OF A
 DU1681'LARGE SIGN (FORD TRACTORS AND EQUIPMENT), A MARICOPA COUNTY BRASS CAP
 DU1681'SET IN AN 8-INCH CONCRETE POST FLUSH WITH THE SURFACING OF IRON
 DU1681'AVENUE.
 DU1681
 DU1681                          STATION RECOVERY (1994)
 DU1681
 DU1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1681'0.2 KM (0.10 MI) EASTERLY ALONG IRON AVENUE FROM THE JUNCTION OF STATE
 DU1681'HIGHWAY 87 IN MESA, 3.4 M (11.2 FT) WEST OF THE CENTER OF THE ENTRANCE
 DU1681'ROAD LEADING TO THE EMPIRE MACHINE COMPANY, 2.6 M (8.5 FT) NORTH OF
 DU1681'THE AVENUE CENTER, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY
 DU1681'THE AVENUE PAVEMENT.
 DU1681
 DU1681                          STATION RECOVERY (1994)
 DU1681
 DU1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1681'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1681'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1681'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1681'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1681'0.1 MILE (0.2 KM) TO A SIDE ROAD LEFT, IRON AVENUE.  TURN LEFT AND GO
 DU1681'EAST ON IRON AVENUE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 DU1681'IN THE CENTER OF THE WESTBOUND LANE OF IRON AVENUE OPPOSITE THE SECOND
 DU1681'PAVED DRIVEWAY TO THE RIGHT,  500 FEET (152.4 M) SOUTH OF THE FREEWAY
 DU1681'CENTERLINE TO IRON AVENUE, 25 FEET (7.6 M) NORTH OF THE SOUTH EDGE OF
 DU1681'THE AVENUE, 15 FEET (4.6 M) SOUTH OF THE NORTH EDGE OF THE AVENUE, 15
 DU1681'FEET (4.6 M) WEST OF A DRIVE SOUTH, 85 FEET (25.9 M) EAST OF A DRIVE
 DU1681'SOUTH, ABOUT 450 FEET (137.2 M) EAST OF A LARGE SIGN (FORD TRACTORS
 DU1681'AND EQUIPMENT),  A MARICOPA COUNTY BRASS CAP SET IN AN 8-INCH CONCRETE
 DU1681'POST FLUSH WITH THE SURFACING OF IRON AVENUE.  NOTE--THE STATION IS
 DU1681'ABOUT 100 FEET (30.5 M) WEST OF STATION 1262 F RESET.
 DU1681
 DU1681                          STATION RECOVERY (2005)
 DU1681
 DU1681'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1681'STATION APPEARS TO HAVE BEEN COVERED WITH ASPHALT. AT ABOUT 100 FEET
 DU1681'WEST FROM STATION 1262 F RESET (DU1680) A PIN WAS FOUND IN THE CENTER
 DU1681'OF IRON AVENUE WITH A MARK OF  PK .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0826 ***********************************************************************
 DV0826  DESIGNATION -  F 10
 DV0826  PID         -  DV0826
 DV0826  STATE/COUNTY-  AZ/MARICOPA
 DV0826  USGS QUAD   -  GILLESPIE (1984)
 DV0826
 DV0826                         *CURRENT SURVEY CONTROL
 DV0826  ___________________________________________________________________
 DV0826* NAD 83(1986)-  33 16 05.     (N)    112 58 29.     (W)     SCALED    
 DV0826* NAVD 88     -       313.61   (+/-2cm)    1028.9    (feet)  VERTCON   
 DV0826  ___________________________________________________________________
 DV0826  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0826
 DV0826  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0826
 DV0826.The horizontal coordinates were scaled from a topographic map and have
 DV0826.an estimated accuracy of +/- 6 seconds.
 DV0826
 DV0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0826.The vertical order pertains to the NGVD 29 superseded value.
 DV0826
 DV0826.The geoid height was determined by GEOID03.
 DV0826
 DV0826;                    North         East    Units  Estimated Accuracy
 DV0826;SPC AZ C     -   251,980.      114,790.      MT  (+/- 180 meters Scaled)
 DV0826
 DV0826                          SUPERSEDED SURVEY CONTROL
 DV0826
 DV0826  NGVD 29 (??/??/92)  312.982  (m)         1026.84   (f) ADJ UNCH    1 2
 DV0826
 DV0826.Superseded values are not recommended for survey control.
 DV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0826.See file dsdata.txt to determine how the superseded data were derived.
 DV0826
 DV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB160827(NAD 83)
 DV0826_MARKER: DB = BENCH MARK DISK
 DV0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0826_SP_SET: MONUMENT
 DV0826_STAMPING: 1026.842 F 10 1927
 DV0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0826
 DV0826  HISTORY     - Date     Condition        Report By
 DV0826  HISTORY     - 1927     MONUMENTED       CGS
 DV0826
 DV0826                          STATION DESCRIPTION
 DV0826
 DV0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0826'16.1 MI W FROM HASSAYAMPA.
 DV0826'16.1 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0826'CONCRETE MONUMENT 141 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS, 1
 DV0826'FOOT INSIDE RR. FENCE EAST OF ROAD, AND 9 FEET NORTH OF THE FENCE
 DV0826'CORNER-- 15-1/3 TELEPHONE POLES EAST OF MILEPOST 851.  1170 FEET EAST
 DV0826'OF BRIDGE NO. 851.  540 FEET EAST OF EAST SWITCH AT GILLISPIE. AT
 DV0826'HIGHWAY CROSSING 851 C-851 D.  0.5 MILES EAST OF GILLISPIE SIDING.
 DV0826'MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 2 FEET ABOVE TRACK LEVEL.
 DV0826'MARK IS ON THE S.P. RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0328 ***********************************************************************
 DU0328  DESIGNATION -  F 101
 DU0328  PID         -  DU0328
 DU0328  STATE/COUNTY-  AZ/GILA
 DU0328  USGS QUAD   -  CHROME BUTTE (1966)
 DU0328
 DU0328                         *CURRENT SURVEY CONTROL
 DU0328  ___________________________________________________________________
 DU0328* NAD 83(1986)-  33 30 47.     (N)    110 42 29.     (W)     SCALED    
 DU0328* NAVD 88     -      1556.866  (meters)    5107.82   (feet)  ADJUSTED  
 DU0328  ___________________________________________________________________
 DU0328  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0328  DYNAMIC HT  -        1554.648 (meters)    5100.54  (feet)  COMP
 DU0328  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 DU0328
 DU0328  VERT ORDER  -  FIRST     CLASS II
 DU0328
 DU0328.The horizontal coordinates were scaled from a topographic map and have
 DU0328.an estimated accuracy of +/- 6 seconds.
 DU0328
 DU0328.The orthometric height was determined by differential leveling
 DU0328.and adjusted by the National Geodetic Survey in June 1991..
 DU0328.WARNING-Repeat measurements at this control monument indicate possible
 DU0328.vertical movement.
 DU0328
 DU0328.The geoid height was determined by GEOID03.
 DU0328
 DU0328.The dynamic height is computed by dividing the NAVD 88
 DU0328.geopotential number by the normal gravity value computed on the
 DU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0328.degrees latitude (g = 980.6199 gals.).
 DU0328
 DU0328.The modeled gravity was interpolated from observed gravity values.
 DU0328
 DU0328;                    North         East    Units  Estimated Accuracy
 DU0328;SPC AZ E     -   278,780.      163,070.      MT  (+/- 180 meters Scaled)
 DU0328
 DU0328                          SUPERSEDED SURVEY CONTROL
 DU0328
 DU0328  NGVD 29 (??/??/92) 1556.208  (m)         5105.66   (f) ADJ UNCH    1 2
 DU0328
 DU0328.Superseded values are not recommended for survey control.
 DU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0328.See file dsdata.txt to determine how the superseded data were derived.
 DU0328
 DU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC271082(NAD 83)
 DU0328_MARKER: DD = SURVEY DISK
 DU0328_SETTING: 80 = SET IN A BOULDER
 DU0328_SP_SET: BOULDER
 DU0328_STAMPING: F 101 1935
 DU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0328+STABILITY: SURFACE MOTION
 DU0328
 DU0328  HISTORY     - Date     Condition        Report By
 DU0328  HISTORY     - 1935     MONUMENTED       USFS
 DU0328  HISTORY     - 1966     GOOD             USGS
 DU0328  HISTORY     - 1979     GOOD             NGS
 DU0328
 DU0328                          STATION DESCRIPTION
 DU0328
 DU0328'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0328'10.9 MI NE FROM GLOBE.
 DU0328'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0328'GILA COUNTY, 0.7 MILES WEST ALONG HWY. 60, 25 FEET SOUTH OF A
 DU0328'CONCRETRE CULVERT, 25 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, IN
 DU0328'THE TOP OF A LARGE QUARTZITE  BOULDER, AND ABOUT 10 FEET HIGHER THAN
 DU0328'THE ROADWAY.
 DU0328
 DU0328                          STATION RECOVERY (1979)
 DU0328
 DU0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0328'9.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0328'COURTHOUSE IN GLOBE AND THENCE 0.7 MILE NORTHWEST ALONG A PAVED
 DU0328'ROAD (OLD U.S. HIGHWAY 60), 0.1 MILE SOUTHWEST OF A FENCE ACROSS THE
 DU0328'ROAD, 25 FEET WEST OF THE CENTER OF THE ROAD AND 25 FEET SOUTH OF THE
 DU0328'SOUTHWEST CORNER OF A CONCRETE CULVERT.
 DU0328'THE MARK IS 10 FT  NW FROM A WITNESS POST.
 DU0328'THE MARK IS 9 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0357 ***********************************************************************
 DU0357  DESIGNATION -  F 102
 DU0357  PID         -  DU0357
 DU0357  STATE/COUNTY-  AZ/GILA
 DU0357  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0357
 DU0357                         *CURRENT SURVEY CONTROL
 DU0357  ___________________________________________________________________
 DU0357* NAD 83(1986)-  33 49 03.     (N)    110 35 48.     (W)     SCALED    
 DU0357* NAVD 88     -      1297.313  (meters)    4256.27   (feet)  ADJUSTED  
 DU0357  ___________________________________________________________________
 DU0357  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DU0357  DYNAMIC HT  -        1295.539 (meters)    4250.45  (feet)  COMP
 DU0357  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 DU0357
 DU0357  VERT ORDER  -  SECOND    CLASS 0
 DU0357
 DU0357.The horizontal coordinates were scaled from a topographic map and have
 DU0357.an estimated accuracy of +/- 6 seconds.
 DU0357
 DU0357.The orthometric height was determined by differential leveling
 DU0357.and adjusted by the National Geodetic Survey in June 1991..
 DU0357
 DU0357.The geoid height was determined by GEOID03.
 DU0357
 DU0357.The dynamic height is computed by dividing the NAVD 88
 DU0357.geopotential number by the normal gravity value computed on the
 DU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0357.degrees latitude (g = 980.6199 gals.).
 DU0357
 DU0357.The modeled gravity was interpolated from observed gravity values.
 DU0357
 DU0357;                    North         East    Units  Estimated Accuracy
 DU0357;SPC AZ E     -   312,500.      173,550.      MT  (+/- 180 meters Scaled)
 DU0357
 DU0357                          SUPERSEDED SURVEY CONTROL
 DU0357
 DU0357  NGVD 29 (??/??/92) 1296.667  (m)         4254.15   (f) ADJ UNCH    2 0
 DU0357
 DU0357.Superseded values are not recommended for survey control.
 DU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0357.See file dsdata.txt to determine how the superseded data were derived.
 DU0357
 DU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC373419(NAD 83)
 DU0357_MARKER: DB = BENCH MARK DISK
 DU0357_SETTING: 66 = SET IN ROCK OUTCROP
 DU0357_SP_SET: ROCK LEDGE
 DU0357_STAMPING: F-102 1935
 DU0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0357+STABILITY: POSITION/ELEVATION WELL
 DU0357
 DU0357  HISTORY     - Date     Condition        Report By
 DU0357  HISTORY     - 1935     MONUMENTED       USFS
 DU0357  HISTORY     - 1935     GOOD             NGS
 DU0357  HISTORY     - 19860521 MARK NOT FOUND   USGS
 DU0357
 DU0357                          STATION DESCRIPTION
 DU0357
 DU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0357'44.1 MI NE FROM GLOBE.
 DU0357'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 10.6 MI. N.W. ON ROAD
 DU0357'TO REGAL MINE. ABOUT 350 FT. NORTH OF THE INTERSECTION OF THE UPPER
 DU0357'AND LOWER REGAL MINE ROADS, 120 FT. EAST OF THE END OF LOWER ROAD, AT
 DU0357'THE NORTHWEST DOOR OF REGAL ABESTOS MINING CO. OFFICE BUILDING, JUST
 DU0357'WEST OF END OF UPPER ROAD AND SET IN ROCK LEDGE.
 DU0357
 DU0357                          STATION RECOVERY (1986)
 DU0357
 DU0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PI)
 DU0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0483 ***********************************************************************
 ET0483  DESIGNATION -  F 103
 ET0483  PID         -  ET0483
 ET0483  STATE/COUNTY-  AZ/YAVAPAI
 ET0483  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0483
 ET0483                         *CURRENT SURVEY CONTROL
 ET0483  ___________________________________________________________________
 ET0483* NAD 83(1986)-  34 51 28.     (N)    112 50 03.     (W)     SCALED    
 ET0483* NAVD 88     -      1614.910  (meters)    5298.25   (feet)  POSTED    
 ET0483  ___________________________________________________________________
 ET0483  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ET0483  DYNAMIC HT  -        1612.740 (meters)    5291.13  (feet)  COMP
 ET0483  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 ET0483
 ET0483  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0483
 ET0483.The horizontal coordinates were scaled from a topographic map and have
 ET0483.an estimated accuracy of +/- 6 seconds.
 ET0483
 ET0483.The orthometric height was determined by differential leveling
 ET0483.and adjusted by the National Geodetic Survey in November 2005..
 ET0483.No vertical observational check was made to the station.
 ET0483.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0483.was located on a no-check spur therefore a value was not computed.
 ET0483
 ET0483.The geoid height was determined by GEOID03.
 ET0483
 ET0483.The dynamic height is computed by dividing the NAVD 88
 ET0483.geopotential number by the normal gravity value computed on the
 ET0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0483.degrees latitude (g = 980.6199 gals.).
 ET0483
 ET0483.The modeled gravity was interpolated from observed gravity values.
 ET0483
 ET0483;                    North         East    Units  Estimated Accuracy
 ET0483;SPC AZ C     -   428,180.      129,470.      MT  (+/- 180 meters Scaled)
 ET0483
 ET0483                          SUPERSEDED SURVEY CONTROL
 ET0483
 ET0483  NGVD 29 (??/??/92) 1613.982  (m)         5295.21   (f) ADJ UNCH    2 0
 ET0483
 ET0483.Superseded values are not recommended for survey control.
 ET0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0483.See file dsdata.txt to determine how the superseded data were derived.
 ET0483
 ET0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD323588(NAD 83)
 ET0483_MARKER: DD = SURVEY DISK
 ET0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0483_STAMPING: F 103 1935
 ET0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0483+STABILITY: SURFACE MOTION
 ET0483
 ET0483  HISTORY     - Date     Condition        Report By
 ET0483  HISTORY     - 1935     MONUMENTED       USFS
 ET0483  HISTORY     - 1935     GOOD             NGS
 ET0483
 ET0483                          STATION DESCRIPTION
 ET0483
 ET0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0483'5.5 MI SE FROM WALNUT CREEK R S.
 ET0483'5.5 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 5.4 MI. N. OF
 ET0483'THE JUNCTION OF ROADS AT CAMP WOOD, 5.35 MI. S. OF A SHORT CURVE
 ET0483'BETWEEN TWO CURVES IN THE ROAD, 96 FT. N. OF A LARGE JUNIPER TREE ON
 ET0483'THE W. SIDE OF ROAD AND 54 FT. W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0491 ***********************************************************************
 DU0491  DESIGNATION -  F 107
 DU0491  PID         -  DU0491
 DU0491  STATE/COUNTY-  AZ/PINAL
 DU0491  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0491
 DU0491                         *CURRENT SURVEY CONTROL
 DU0491  ___________________________________________________________________
 DU0491* NAD 83(1986)-  33 19 35.     (N)    111 25 49.     (W)     SCALED    
 DU0491* NAVD 88     -       548.57   (+/-2cm)    1799.8    (feet)  VERTCON   
 DU0491  ___________________________________________________________________
 DU0491  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DU0491
 DU0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0491
 DU0491.The horizontal coordinates were scaled from a topographic map and have
 DU0491.an estimated accuracy of +/- 6 seconds.
 DU0491
 DU0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0491.The vertical order pertains to the NGVD 29 superseded value.
 DU0491
 DU0491.The geoid height was determined by GEOID03.
 DU0491
 DU0491;                    North         East    Units  Estimated Accuracy
 DU0491;SPC AZ C     -   258,050.      258,640.      MT  (+/- 180 meters Scaled)
 DU0491
 DU0491                          SUPERSEDED SURVEY CONTROL
 DU0491
 DU0491  NGVD 29 (??/??/92)  548.028  (m)         1797.99   (f) ADJ UNCH    2 0
 DU0491
 DU0491.Superseded values are not recommended for survey control.
 DU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0491.See file dsdata.txt to determine how the superseded data were derived.
 DU0491
 DU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599875(NAD 83)
 DU0491_MARKER: DB = BENCH MARK DISK
 DU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0491_STAMPING: F 107 1935
 DU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0491+STABILITY: SURFACE MOTION
 DU0491
 DU0491  HISTORY     - Date     Condition        Report By
 DU0491  HISTORY     - 1935     MONUMENTED       CGS
 DU0491  HISTORY     - 1975     GOOD             NGS
 DU0491  HISTORY     - 1975     GOOD             DOD
 DU0491
 DU0491                          STATION DESCRIPTION
 DU0491
 DU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0491'9.4 MI NW FROM APACHE JUNCTION.
 DU0491'9.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 9.3
 DU0491'MILES SOUTHEAST OF APACHE JUNCTION, 0.3 MILE WEST OF A CONCRETE
 DU0491'BRIDGE, 210 FEET WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 150
 DU0491'FEET WEST OF A RIGHT-OF-WAY POST MARKED POT 664-00, 51 FEET SOUTH OF
 DU0491'THE CENTERLINE OF THE HIGHWAY, AND 41 FEET NORTHWEST OF A BUSHY TREE.
 DU0491'A STANDARD DISK, STAMPED F 107 1935 AND SET IN THE TOP OF A CONCRETE
 DU0491'POST.
 DU0491
 DU0491                          STATION RECOVERY (1975)
 DU0491
 DU0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0491'RECOVERED IN GOOD CONDITION.
 DU0491
 DU0491                          STATION RECOVERY (1975)
 DU0491
 DU0491'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DU0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0256 ***********************************************************************
 DU0256  DESIGNATION -  F 108
 DU0256  PID         -  DU0256
 DU0256  STATE/COUNTY-  AZ/GILA
 DU0256  USGS QUAD   -  INSPIRATION (1982)
 DU0256
 DU0256                         *CURRENT SURVEY CONTROL
 DU0256  ___________________________________________________________________
 DU0256* NAD 83(1986)-  33 23 05.     (N)    110 53 25.     (W)     SCALED    
 DU0256* NAVD 88     -      1072.93   (+/-2cm)    3520.1    (feet)  VERTCON   
 DU0256  ___________________________________________________________________
 DU0256  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DU0256
 DU0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0256
 DU0256.The horizontal coordinates were scaled from a topographic map and have
 DU0256.an estimated accuracy of +/- 6 seconds.
 DU0256
 DU0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0256.The vertical order pertains to the NGVD 29 superseded value.
 DU0256
 DU0256.The geoid height was determined by GEOID03.
 DU0256
 DU0256;                    North         East    Units  Estimated Accuracy
 DU0256;SPC AZ E     -   264,650.      146,040.      MT  (+/- 180 meters Scaled)
 DU0256
 DU0256                          SUPERSEDED SURVEY CONTROL
 DU0256
 DU0256  NGVD 29 (??/??/92) 1072.256  (m)         3517.89   (f) ADJ UNCH    2 0
 DU0256
 DU0256.Superseded values are not recommended for survey control.
 DU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0256.See file dsdata.txt to determine how the superseded data were derived.
 DU0256
 DU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB102939(NAD 83)
 DU0256_MARKER: DD = SURVEY DISK
 DU0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0256_SP_SET: GUARDRAIL
 DU0256_STAMPING: F-108 1935
 DU0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0256
 DU0256  HISTORY     - Date     Condition        Report By
 DU0256  HISTORY     - 1935     MONUMENTED       AZHD
 DU0256  HISTORY     - 1935     GOOD             NGS
 DU0256  HISTORY     - 1968     MARK NOT FOUND   USGS
 DU0256
 DU0256                          STATION DESCRIPTION
 DU0256
 DU0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0256'1.7 MI SW FROM MIAMI.
 DU0256'1.7 MI SW ALONG U.S. HWY NO. 60.  AT THE INTERSECTION OF U.S. HWY NO.
 DU0256'30 WITH WEBSTER GULCH ROAD, ON THE CONCRETE BRIDGE, ON THE WEST GUARD
 DU0256'RAIL, 1.5 FT NORTH OF ANGLE IN THE SOUTH GUARD RAIL ENDPOST.  SET IN
 DU0256'THE TOP OF THE GUARD RAIL.
 DU0256
 DU0256                          STATION RECOVERY (1968)
 DU0256
 DU0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DU0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0385 ***********************************************************************
 DA0385  DESIGNATION -  F 109
 DA0385  PID         -  DA0385
 DA0385  STATE/COUNTY-  AZ/PIMA
 DA0385  USGS QUAD   -  BATES WELL (1990)
 DA0385
 DA0385                         *CURRENT SURVEY CONTROL
 DA0385  ___________________________________________________________________
 DA0385* NAD 83(1986)-  32 13 38.     (N)    112 53 24.     (W)     SCALED    
 DA0385* NAVD 88     -       470.87   (+/-2cm)    1544.8    (feet)  VERTCON   
 DA0385  ___________________________________________________________________
 DA0385  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DA0385
 DA0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0385
 DA0385.The horizontal coordinates were scaled from a topographic map and have
 DA0385.an estimated accuracy of +/- 6 seconds.
 DA0385
 DA0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0385.The vertical order pertains to the NGVD 29 superseded value.
 DA0385
 DA0385.The geoid height was determined by GEOID03.
 DA0385
 DA0385;                    North         East    Units  Estimated Accuracy
 DA0385;SPC AZ C     -   136,480.      121,620.      MT  (+/- 180 meters Scaled)
 DA0385
 DA0385                          SUPERSEDED SURVEY CONTROL
 DA0385
 DA0385  NGVD 29 (??/??/92)  470.170  (m)         1542.55   (f) ADJ UNCH    2 0
 DA0385
 DA0385.Superseded values are not recommended for survey control.
 DA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0385.See file dsdata.txt to determine how the superseded data were derived.
 DA0385
 DA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA219671(NAD 83)
 DA0385_MARKER: DB = BENCH MARK DISK
 DA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0385_STAMPING: F 109 1935
 DA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0385+STABILITY: SURFACE MOTION
 DA0385
 DA0385  HISTORY     - Date     Condition        Report By
 DA0385  HISTORY     - 1935     MONUMENTED       CGS
 DA0385  HISTORY     - 1952     GOOD             NGS
 DA0385
 DA0385                          STATION DESCRIPTION
 DA0385
 DA0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0385'12.75 MI S FROM AJO.
 DA0385'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0385'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG THE
 DA0385'HIGHWAY 86 TO THE JUNCTION OF A ROAD LEADING SOUTH TO DARBY WELL,
 DA0385'THENCE 10.7 MILES SOUTHWEST AND SOUTH ALONG A ROAD LEADING TO DARBY
 DA0385'WELL AND BATES WELL, 248 FEET EAST OF THE CENTER LINE OF THE NEW ROAD,
 DA0385'27 1/2 FEET WEST OF THE OLD ROAD, 1.6 FEET NORTH OF A WITNESS POST,
 DA0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0385'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0721 ***********************************************************************
 ET0721  DESIGNATION -  F 11
 ET0721  PID         -  ET0721
 ET0721  STATE/COUNTY-  AZ/MOHAVE
 ET0721  USGS QUAD   -  CREAMERY CANYON (1967)
 ET0721
 ET0721                         *CURRENT SURVEY CONTROL
 ET0721  ___________________________________________________________________
 ET0721* NAD 83(1986)-  34 46 24.     (N)    113 59 27.     (W)     SCALED    
 ET0721* NAVD 88     -       835.15   (+/-2cm)    2740.0    (feet)  VERTCON   
 ET0721  ___________________________________________________________________
 ET0721  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0721
 ET0721  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0721
 ET0721.The horizontal coordinates were scaled from a topographic map and have
 ET0721.an estimated accuracy of +/- 6 seconds.
 ET0721
 ET0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0721.The vertical order pertains to the NGVD 29 superseded value.
 ET0721
 ET0721.The geoid height was determined by GEOID03.
 ET0721
 ET0721;                    North         East    Units  Estimated Accuracy
 ET0721;SPC AZ W     -   418,470.      191,320.      MT  (+/- 180 meters Scaled)
 ET0721
 ET0721                          SUPERSEDED SURVEY CONTROL
 ET0721
 ET0721  NGVD 29 (??/??/92)  834.384  (m)         2737.47   (f) ADJ UNCH    1 2
 ET0721
 ET0721.Superseded values are not recommended for survey control.
 ET0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0721.See file dsdata.txt to determine how the superseded data were derived.
 ET0721
 ET0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD262519(NAD 83)
 ET0721_MARKER: DB = BENCH MARK DISK
 ET0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0721_STAMPING: 2737.475 F 11 1927
 ET0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0721+STABILITY: SURFACE MOTION
 ET0721
 ET0721  HISTORY     - Date     Condition        Report By
 ET0721  HISTORY     - 1927     MONUMENTED       CGS
 ET0721  HISTORY     - 1967     POOR             NGS
 ET0721  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0721
 ET0721                          STATION DESCRIPTION
 ET0721
 ET0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 ET0721'11.8 MI SE FROM YUCCA.
 ET0721'11.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0721'POST OFFICE AT YUCCA, MOHAVE COUNTY, 1/3 MILE NORTH OF A ROCKY
 ET0721'RAZORBACK RIDGE, 0.2 MILE NORTHWEST OF THE CROSSING OF A ROW OF POLES
 ET0721'AND A WASH, 102.5 FEET EAST OF AN IRON POLE ON WHICH IS PAINTED A
 ET0721'WHITE BAND, IN LINE WITH THE POLE AND A YUCCA BUSH, 44 FEET NORTHWEST
 ET0721'OF A YUCCA TREE, AND 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 ET0721'STANDARD DISK, STAMPED 2737.475 F 11 1927 AND SET IN THE TOP OF A
 ET0721'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0721
 ET0721                          STATION RECOVERY (1967)
 ET0721
 ET0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ET0721'MARK RECOVERED IN POOR CONDITION.
 ET0721
 ET0721                          STATION RECOVERY (1981)
 ET0721
 ET0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0721'CONCRETE POST FOUND WITH TOP PORTION BROKEN OFF, MARK BELIEVED
 ET0721'DESTROYED, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0432 ***********************************************************************
 DA0432  DESIGNATION -  F 110
 DA0432  PID         -  DA0432
 DA0432  STATE/COUNTY-  AZ/PIMA
 DA0432  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0432
 DA0432                         *CURRENT SURVEY CONTROL
 DA0432  ___________________________________________________________________
 DA0432* NAD 83(1986)-  32 07 05.     (N)    112 52 26.     (W)     SCALED    
 DA0432* NAVD 88     -       458.57   (+/-2cm)    1504.5    (feet)  VERTCON   
 DA0432  ___________________________________________________________________
 DA0432  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0432
 DA0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0432
 DA0432.The horizontal coordinates were scaled from a topographic map and have
 DA0432.an estimated accuracy of +/- 6 seconds.
 DA0432
 DA0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0432.The vertical order pertains to the NGVD 29 superseded value.
 DA0432
 DA0432.The geoid height was determined by GEOID03.
 DA0432
 DA0432;                    North         East    Units  Estimated Accuracy
 DA0432;SPC AZ C     -   124,360.      123,030.      MT  (+/- 180 meters Scaled)
 DA0432
 DA0432                          SUPERSEDED SURVEY CONTROL
 DA0432
 DA0432  NGVD 29 (??/??/92)  457.86   (m)         1502.2    (f) COMPUTED    2 0
 DA0432
 DA0432.Superseded values are not recommended for survey control.
 DA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0432.See file dsdata.txt to determine how the superseded data were derived.
 DA0432
 DA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA232550(NAD 83)
 DA0432_MARKER: DB = BENCH MARK DISK
 DA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0432_STAMPING: F 110 1935
 DA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0432+STABILITY: SURFACE MOTION
 DA0432
 DA0432  HISTORY     - Date     Condition        Report By
 DA0432  HISTORY     - 1935     MONUMENTED       CGS
 DA0432  HISTORY     - 1952     GOOD             NGS
 DA0432
 DA0432                          STATION DESCRIPTION
 DA0432
 DA0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0432'29.65 MI S FROM AJO.
 DA0432'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0432'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0432'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0432'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0432'INTERSECTION, THENCE 2.8 MILES SOUTH ALONG A DIM TRACK ROAD.  0.55
 DA0432'MILES SOUTH OF A POINT WHERE THE ROAD CROSSES A LARGE WASH, 31 FEET
 DA0432'WEST OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER OF A
 DA0432'SMALL WASH, 1.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH
 DA0432'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1465 ***********************************************************************
 GR1465  DESIGNATION -  F 111
 GR1465  PID         -  GR1465
 GR1465  STATE/COUNTY-  AZ/MOHAVE
 GR1465  USGS QUAD   -  MESQUITE (1985)
 GR1465
 GR1465                         *CURRENT SURVEY CONTROL
 GR1465  ___________________________________________________________________
 GR1465* NAD 83(1986)-  36 49 45.     (N)    114 00 20.     (W)     SCALED    
 GR1465* NAVD 88     -       562.204  (meters)    1844.50   (feet)  ADJUSTED  
 GR1465  ___________________________________________________________________
 GR1465  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GR1465  DYNAMIC HT  -         561.635 (meters)    1842.63  (feet)  COMP
 GR1465  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 GR1465  OBS GRAVITY -     979,604.7   (mgal)                       GRAV_OBS
 GR1465
 GR1465  VERT ORDER  -  FIRST     CLASS I
 GR1465
 GR1465.The horizontal coordinates were scaled from a topographic map and have
 GR1465.an estimated accuracy of +/- 6 seconds.
 GR1465
 GR1465.The orthometric height was determined by differential leveling
 GR1465.and adjusted by the National Geodetic Survey in June 1991..
 GR1465
 GR1465.The geoid height was determined by GEOID03.
 GR1465
 GR1465.The dynamic height is computed by dividing the NAVD 88
 GR1465.geopotential number by the normal gravity value computed on the
 GR1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1465.degrees latitude (g = 980.6199 gals.).
 GR1465
 GR1465.The modeled gravity was interpolated from observed gravity values.
 GR1465.The observed gravity was obtained from relative gravimeter ties
 GR1465.to the IGSN71 gravity network.
 GR1465
 GR1465;                    North         East    Units  Estimated Accuracy
 GR1465;SPC AZ W     -   646,570.      190,560.      MT  (+/- 180 meters Scaled)
 GR1465
 GR1465                          SUPERSEDED SURVEY CONTROL
 GR1465
 GR1465  NGVD 29 (??/??/92)  561.487  (m)         1842.15   (f) ADJ UNCH    1 1
 GR1465
 GR1465.Superseded values are not recommended for survey control.
 GR1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1465.See file dsdata.txt to determine how the superseded data were derived.
 GR1465
 GR1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA670801(NAD 83)
 GR1465_MARKER: DB = BENCH MARK DISK
 GR1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1465_SP_SET: CULVERT
 GR1465_STAMPING: F 111 1935
 GR1465_MARK LOGO: CGS   
 GR1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1465
 GR1465  HISTORY     - Date     Condition        Report By
 GR1465  HISTORY     - 1935     MONUMENTED       CGS
 GR1465  HISTORY     - 1960     GOOD             NGS
 GR1465  HISTORY     - 1982     GOOD             NGS
 GR1465
 GR1465                          STATION DESCRIPTION
 GR1465
 GR1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR1465'3.9 MI NE FROM MESQUITE, NV.
 GR1465'IN MOHAVE COUNTY, ARIZONA, 3.9 MILES NORTHEAST ALONG U. S. HIGHWAY 91
 GR1465'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 0.1 MILE EAST
 GR1465'OF THE SUMMIT OF A GRADE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 GR1465'HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 GR1465'SOUTH HEADWALL, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GR1465'DISK, STAMPED F 111 1935.
 GR1465
 GR1465                          STATION RECOVERY (1982)
 GR1465
 GR1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR1465'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR1465'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE DRIVE FROM THE POST OFFICE IN
 GR1465'MESQUITE, THENCE 5.7 KM (3.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GR1465'IN TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL FOR A 6 BY 8
 GR1465'FOOT BOX CULVERT FOR A DRY WASH, 0.5 KM (0.3 MI) NORTHWEST OF THE
 GR1465'NORTHWEST END OF THE STEEL BRIDGE OVER SAND HOLLOW WASH, 7.3 METERS
 GR1465'(24 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 GR1465'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0713 ***********************************************************************
 CZ0713  DESIGNATION -  F 112
 CZ0713  PID         -  CZ0713
 CZ0713  STATE/COUNTY-  AZ/PIMA
 CZ0713  USGS QUAD   -  AVRA (1992)
 CZ0713
 CZ0713                         *CURRENT SURVEY CONTROL
 CZ0713  ___________________________________________________________________
 CZ0713* NAD 83(1986)-  32 19 21.     (N)    111 08 49.     (W)     SCALED    
 CZ0713* NAVD 88     -       755.11   (+/-2cm)    2477.4    (feet)  VERTCON   
 CZ0713  ___________________________________________________________________
 CZ0713  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0713
 CZ0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0713
 CZ0713.The horizontal coordinates were scaled from a topographic map and have
 CZ0713.an estimated accuracy of +/- 6 seconds.
 CZ0713
 CZ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0713.The vertical order pertains to the NGVD 29 superseded value.
 CZ0713
 CZ0713.The geoid height was determined by GEOID03.
 CZ0713
 CZ0713;                    North         East    Units  Estimated Accuracy
 CZ0713;SPC AZ C     -   146,890.      285,830.      MT  (+/- 180 meters Scaled)
 CZ0713
 CZ0713                          SUPERSEDED SURVEY CONTROL
 CZ0713
 CZ0713  NGVD 29 (??/??/92)  754.436  (m)         2475.18   (f) ADJ UNCH    2 0
 CZ0713
 CZ0713.Superseded values are not recommended for survey control.
 CZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0713.See file dsdata.txt to determine how the superseded data were derived.
 CZ0713
 CZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA861761(NAD 83)
 CZ0713_MARKER: DB = BENCH MARK DISK
 CZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0713_STAMPING: F 112 1935
 CZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0713+STABILITY: SURFACE MOTION
 CZ0713
 CZ0713  HISTORY     - Date     Condition        Report By
 CZ0713  HISTORY     - 1935     MONUMENTED       CGS
 CZ0713  HISTORY     - 1951     GOOD             NGS
 CZ0713
 CZ0713                          STATION DESCRIPTION
 CZ0713
 CZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0713'5.15 MI SW FROM CORTARO.
 CZ0713'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0713'CORTARO, THENCE 3.4 MILES SOUTHWEST ALONG THE KINNEY ROAD, 0.65 MILES
 CZ0713'NORTHEAST OF A T JUNCTION OF A ROAD LEADING NORTHWEST TO AVRA VALLEY,
 CZ0713'41 FEET SOUTH OF THE CENTER LINE OF KINNEY ROAD, 3.3 FEET NORTHEAST OF
 CZ0713'A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN A
 CZ0713'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0407 ***********************************************************************
 CG0407  DESIGNATION -  F 113
 CG0407  PID         -  CG0407
 CG0407  STATE/COUNTY-  AZ/PIMA
 CG0407  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0407
 CG0407                         *CURRENT SURVEY CONTROL
 CG0407  ___________________________________________________________________
 CG0407* NAD 83(1986)-  31 57 41.     (N)    111 23 09.     (W)     SCALED    
 CG0407* NAVD 88     -       852.73   (+/-2cm)    2797.7    (feet)  VERTCON   
 CG0407  ___________________________________________________________________
 CG0407  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0407
 CG0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0407
 CG0407.The horizontal coordinates were scaled from a topographic map and have
 CG0407.an estimated accuracy of +/- 6 seconds.
 CG0407
 CG0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0407.The vertical order pertains to the NGVD 29 superseded value.
 CG0407
 CG0407.The geoid height was determined by GEOID03.
 CG0407
 CG0407;                    North         East    Units  Estimated Accuracy
 CG0407;SPC AZ C     -   106,710.      263,540.      MT  (+/- 180 meters Scaled)
 CG0407
 CG0407                          SUPERSEDED SURVEY CONTROL
 CG0407
 CG0407  NGVD 29 (??/??/92)  852.014  (m)         2795.32   (f) ADJ UNCH    2 0
 CG0407
 CG0407.Superseded values are not recommended for survey control.
 CG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0407.See file dsdata.txt to determine how the superseded data were derived.
 CG0407
 CG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA635362(NAD 83)
 CG0407_MARKER: DB = BENCH MARK DISK
 CG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0407_STAMPING: F 113 1935
 CG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0407+STABILITY: SURFACE MOTION
 CG0407
 CG0407  HISTORY     - Date     Condition        Report By
 CG0407  HISTORY     - 1935     MONUMENTED       CGS
 CG0407  HISTORY     - 1974     GOOD             USGS
 CG0407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0407
 CG0407                          STATION DESCRIPTION
 CG0407
 CG0407'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0407'9.3 MI S FROM THREE POINTS.
 CG0407'9.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0407'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 209 FEET SOUTHWEST OF A
 CG0407'CONCRETE RETAINING WALL AT A WASH, 58 FEET WEST OF THE CENTERLINE OF
 CG0407'THE ROAD, 1.9 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0407'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0407'THE GROUND.
 CG0407
 CG0407                          STATION RECOVERY (2001)
 CG0407
 CG0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0848 ***********************************************************************
 CZ0848  DESIGNATION -  F 114
 CZ0848  PID         -  CZ0848
 CZ0848  STATE/COUNTY-  AZ/PIMA
 CZ0848  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0848
 CZ0848                         *CURRENT SURVEY CONTROL
 CZ0848  ___________________________________________________________________
 CZ0848* NAD 83(1986)-  32 02 25.     (N)    111 03 31.     (W)     SCALED    
 CZ0848* NAVD 88     -       886.75   (+/-2cm)    2909.3    (feet)  VERTCON   
 CZ0848  ___________________________________________________________________
 CZ0848  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0848
 CZ0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0848
 CZ0848.The horizontal coordinates were scaled from a topographic map and have
 CZ0848.an estimated accuracy of +/- 6 seconds.
 CZ0848
 CZ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0848.The vertical order pertains to the NGVD 29 superseded value.
 CZ0848
 CZ0848.The geoid height was determined by GEOID03.
 CZ0848
 CZ0848;                    North         East    Units  Estimated Accuracy
 CZ0848;SPC AZ C     -   115,660.      294,400.      MT  (+/- 180 meters Scaled)
 CZ0848
 CZ0848                          SUPERSEDED SURVEY CONTROL
 CZ0848
 CZ0848  NGVD 29 (??/??/92)  886.060  (m)         2907.02   (f) ADJ UNCH    2 0
 CZ0848
 CZ0848.Superseded values are not recommended for survey control.
 CZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0848.See file dsdata.txt to determine how the superseded data were derived.
 CZ0848
 CZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA944449(NAD 83)
 CZ0848_MARKER: DB = BENCH MARK DISK
 CZ0848_SETTING: 0 = UNSPECIFIED SETTING
 CZ0848_STAMPING: F 114 1935
 CZ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0848+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0848
 CZ0848  HISTORY     - Date     Condition        Report By
 CZ0848  HISTORY     - 1935     MONUMENTED       CGS
 CZ0848  HISTORY     - 1966     GOOD             USGS
 CZ0848  HISTORY     - 20060315 GOOD             USPSQD
 CZ0848
 CZ0848                          STATION DESCRIPTION
 CZ0848
 CZ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0848'5.3 MI N FROM SAN XAVIER.
 CZ0848'5.3 MILES NORTH ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA
 CZ0848'COUNTY, 0.8 MILES SOUTH OF A CATTLE GARD, 0.2 MILES SOUTH OF A SHARP
 CZ0848'CURVE IN THE ROAD 135 FEET NORTH OF A WASH, AND 44 FEET EAST OF THE
 CZ0848'CENTER LINE OF THE ROAD.
 CZ0848
 CZ0848                          STATION RECOVERY (2006)
 CZ0848
 CZ0848'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0848'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0484 ***********************************************************************
 CG0484  DESIGNATION -  F 115
 CG0484  PID         -  CG0484
 CG0484  STATE/COUNTY-  AZ/PIMA
 CG0484  USGS QUAD   -  STEVENS MTN (1982)
 CG0484
 CG0484                         *CURRENT SURVEY CONTROL
 CG0484  ___________________________________________________________________
 CG0484* NAD 83(1986)-  31 57 02.     (N)    111 15 32.     (W)     SCALED    
 CG0484* NAVD 88     -      1151.68   (+/-2cm)    3778.5    (feet)  VERTCON   
 CG0484  ___________________________________________________________________
 CG0484  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CG0484
 CG0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0484
 CG0484.The horizontal coordinates were scaled from a topographic map and have
 CG0484.an estimated accuracy of +/- 6 seconds.
 CG0484
 CG0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0484.The vertical order pertains to the NGVD 29 superseded value.
 CG0484
 CG0484.The geoid height was determined by GEOID03.
 CG0484
 CG0484;                    North         East    Units  Estimated Accuracy
 CG0484;SPC AZ C     -   105,570.      275,540.      MT  (+/- 180 meters Scaled)
 CG0484
 CG0484                          SUPERSEDED SURVEY CONTROL
 CG0484
 CG0484  NGVD 29 (??/??/92) 1150.898  (m)         3775.90   (f) ADJ UNCH    2 0
 CG0484
 CG0484.Superseded values are not recommended for survey control.
 CG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0484.See file dsdata.txt to determine how the superseded data were derived.
 CG0484
 CG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA755349(NAD 83)
 CG0484_MARKER: DB = BENCH MARK DISK
 CG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0484_STAMPING: F 115 1935
 CG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0484+STABILITY: SURFACE MOTION
 CG0484
 CG0484  HISTORY     - Date     Condition        Report By
 CG0484  HISTORY     - 1935     MONUMENTED       CGS
 CG0484  HISTORY     - 1935     GOOD             NGS
 CG0484  HISTORY     - 1975     GOOD             USGS
 CG0484
 CG0484                          STATION DESCRIPTION
 CG0484
 CG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0484'0.7 MI N FROM SAN XAVIER.
 CG0484'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 11.7
 CG0484'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD.  AT THE JUNCTION OF THE
 CG0484'YELLOW BIRD MINE ROAD, AND 60 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0484'ROAD.  A STANDARD DISK, STAMPED F 115 1935 AND SET IN THE TOP OF A
 CG0484'CONCRETE POST.
 CG0484
 CG0484                          STATION RECOVERY (1975)
 CG0484
 CG0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0484'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0484'THENCE 10.35 MI S. ALONG SIERRITA MTN. RD., THENCE 0.3 MI SE. ALONG
 CG0484'DIRT RD. TO RD. FORK, THENCE 0.3 MI NW. ALONG LEFT RD. 20 FT W. OF
 CG0484'WIRE GATE, 7 FT SW. OF DIM TRACK RD. SET IN CONCRETE POST. NGS DISK
 CG0484'STAMPED F 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0513 ***********************************************************************
 CG0513  DESIGNATION -  F 117
 CG0513  PID         -  CG0513
 CG0513  STATE/COUNTY-  AZ/PIMA
 CG0513  USGS QUAD   -  SAUCITO MTN (1981)
 CG0513
 CG0513                         *CURRENT SURVEY CONTROL
 CG0513  ___________________________________________________________________
 CG0513* NAD 83(1986)-  31 40 06.     (N)    111 13 22.     (W)     SCALED    
 CG0513* NAVD 88     -      1060.88   (+/-2cm)    3480.6    (feet)  VERTCON   
 CG0513  ___________________________________________________________________
 CG0513  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CG0513
 CG0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0513
 CG0513.The horizontal coordinates were scaled from a topographic map and have
 CG0513.an estimated accuracy of +/- 6 seconds.
 CG0513
 CG0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0513.The vertical order pertains to the NGVD 29 superseded value.
 CG0513
 CG0513.The geoid height was determined by GEOID03.
 CG0513
 CG0513;                    North         East    Units  Estimated Accuracy
 CG0513;SPC AZ C     -    74,300.      279,160.      MT  (+/- 180 meters Scaled)
 CG0513
 CG0513                          SUPERSEDED SURVEY CONTROL
 CG0513
 CG0513  NGVD 29 (??/??/92) 1060.063  (m)         3477.89   (f) ADJ UNCH    2 0
 CG0513
 CG0513.Superseded values are not recommended for survey control.
 CG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0513.See file dsdata.txt to determine how the superseded data were derived.
 CG0513
 CG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA788036(NAD 83)
 CG0513_MARKER: DB = BENCH MARK DISK
 CG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0513_STAMPING: F 117 1935
 CG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0513+STABILITY: SURFACE MOTION
 CG0513
 CG0513  HISTORY     - Date     Condition        Report By
 CG0513  HISTORY     - 1935     MONUMENTED       CGS
 CG0513  HISTORY     - 1952     GOOD             NGS
 CG0513  HISTORY     - 20010331 GOOD             NGS
 CG0513
 CG0513                          STATION DESCRIPTION
 CG0513
 CG0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0513'11.4 MI SW FROM ARIVACA JUNCTION.
 CG0513'11.4 MILES SOUTHWEST ALONG THE ARIVACA ROAD FROM THE JUNCTION WITH U.
 CG0513'S. HIGHWAY 89 AT ARIVACA JUNCTION, ABOUT 0.2 MILE WEST OF A CATTLE
 CG0513'GUARD, ABOUT 290 FEET EAST OF A WASH, 55 FEET SOUTHEAST OF THE CENTER
 CG0513'LINE OF ARIVACA ROAD, 2.5 FEET NORTHWEST OF A FENCE LINE, SET IN A
 CG0513'CONCRETE POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0513
 CG0513                          STATION RECOVERY (2001)
 CG0513
 CG0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0529 ***********************************************************************
 CG0529  DESIGNATION -  F 118
 CG0529  PID         -  CG0529
 CG0529  STATE/COUNTY-  AZ/PIMA
 CG0529  USGS QUAD   -  ARIVACA (1979)
 CG0529
 CG0529                         *CURRENT SURVEY CONTROL
 CG0529  ___________________________________________________________________
 CG0529* NAD 83(1986)-  31 35 21.     (N)    111 21 19.     (W)     SCALED    
 CG0529* NAVD 88     -      1097.91   (+/-2cm)    3602.1    (feet)  VERTCON   
 CG0529  ___________________________________________________________________
 CG0529  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CG0529
 CG0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0529
 CG0529.The horizontal coordinates were scaled from a topographic map and have
 CG0529.an estimated accuracy of +/- 6 seconds.
 CG0529
 CG0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0529.The vertical order pertains to the NGVD 29 superseded value.
 CG0529
 CG0529.The geoid height was determined by GEOID03.
 CG0529
 CG0529;                    North         East    Units  Estimated Accuracy
 CG0529;SPC AZ C     -    65,450.      266,640.      MT  (+/- 180 meters Scaled)
 CG0529
 CG0529                          SUPERSEDED SURVEY CONTROL
 CG0529
 CG0529  NGVD 29 (??/??/92) 1097.085  (m)         3599.35   (f) ADJ UNCH    2 0
 CG0529
 CG0529.Superseded values are not recommended for survey control.
 CG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0529.See file dsdata.txt to determine how the superseded data were derived.
 CG0529
 CG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV662949(NAD 83)
 CG0529_MARKER: DB = BENCH MARK DISK
 CG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0529_SP_SET: CONCRETE POST
 CG0529_STAMPING: F 118 1935
 CG0529_MARK LOGO: CGS   
 CG0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0529+STABILITY: SURFACE MOTION
 CG0529
 CG0529  HISTORY     - Date     Condition        Report By
 CG0529  HISTORY     - 1935     MONUMENTED       CGS
 CG0529  HISTORY     - 1951     GOOD             NGS
 CG0529  HISTORY     - 19891020 MARK NOT FOUND   LOCENG
 CG0529
 CG0529                          STATION DESCRIPTION
 CG0529
 CG0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0529'2.1 MI NE FROM ARIVACA.
 CG0529'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0529'THENCE 2 MILES NORTHWEST ALONG THE MAIN ROAD, AT THE NORTH END OF A
 CG0529'TURN IN THE ROAD AND A SHORT CLIMB, 25 FEET WEST OF THE CENTER LINE OF
 CG0529'THE ROAD, 1.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CG0529'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0529'FOOT ABOVE THE GROUND.
 CG0529
 CG0529                          STATION RECOVERY (1989)
 CG0529
 CG0529'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 CG0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0403 ***********************************************************************
 FS0403  DESIGNATION -  F 119
 FS0403  PID         -  FS0403
 FS0403  STATE/COUNTY-  AZ/MOHAVE
 FS0403  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0403
 FS0403                         *CURRENT SURVEY CONTROL
 FS0403  ___________________________________________________________________
 FS0403* NAD 83(1986)-  35 47 52.     (N)    114 29 01.     (W)     SCALED    
 FS0403* NAVD 88     -       690.102  (meters)    2264.11   (feet)  POSTED    
 FS0403  ___________________________________________________________________
 FS0403  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0403  DYNAMIC HT  -         689.370 (meters)    2261.71  (feet)  COMP
 FS0403  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 FS0403
 FS0403  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0403
 FS0403.The horizontal coordinates were scaled from a topographic map and have
 FS0403.an estimated accuracy of +/- 6 seconds.
 FS0403
 FS0403.The orthometric height was determined by differential leveling
 FS0403.and adjusted by the National Geodetic Survey in 1992..
 FS0403.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0403.rate of 0.0 thru 1.0 mm/km.
 FS0403
 FS0403.The geoid height was determined by GEOID03.
 FS0403
 FS0403.The dynamic height is computed by dividing the NAVD 88
 FS0403.geopotential number by the normal gravity value computed on the
 FS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0403.degrees latitude (g = 980.6199 gals.).
 FS0403
 FS0403.The modeled gravity was interpolated from observed gravity values.
 FS0403
 FS0403;                    North         East    Units  Estimated Accuracy
 FS0403;SPC AZ W     -   532,340.      147,050.      MT  (+/- 180 meters Scaled)
 FS0403
 FS0403                          SUPERSEDED SURVEY CONTROL
 FS0403
 FS0403  NGVD 29 (??/??/92)  689.355  (m)         2261.66   (f) ADJ UNCH    1 1
 FS0403
 FS0403.Superseded values are not recommended for survey control.
 FS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0403.See file dsdata.txt to determine how the superseded data were derived.
 FS0403
 FS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273644(NAD 83)
 FS0403_MARKER: DB = BENCH MARK DISK
 FS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0403_STAMPING: F 119 1935
 FS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0403+STABILITY: SURFACE MOTION
 FS0403
 FS0403  HISTORY     - Date     Condition        Report By
 FS0403  HISTORY     - 1935     MONUMENTED       CGS
 FS0403  HISTORY     - 1950     GOOD             NGS
 FS0403  HISTORY     - 1963     GOOD             NGS
 FS0403
 FS0403                          STATION DESCRIPTION
 FS0403
 FS0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0403'20.8 MI S FROM MOUTH OF DETRITAL WASH.
 FS0403'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0403'MEAD, THENCE 13.9 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 1.1
 FS0403'MILES NORTH OF THE JUNCTION OF THE OLD ABANDONED WHITE HILLS
 FS0403'ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 FS0403'NORTHWEST, 45 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0403'36 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH,
 FS0403'23 FEET SOUTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH, 2.4
 FS0403'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0403'THE GROUND.
 FS0403
 FS0403                          STATION RECOVERY (1963)
 FS0403
 FS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0679 ***********************************************************************
 ET0679  DESIGNATION -  F 12
 ET0679  PID         -  ET0679
 ET0679  STATE/COUNTY-  AZ/LA PAZ
 ET0679  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0679
 ET0679                         *CURRENT SURVEY CONTROL
 ET0679  ___________________________________________________________________
 ET0679* NAD 83(1986)-  34 02 56.     (N)    113 33 43.     (W)     SCALED    
 ET0679* NAVD 88     -       607.36   (+/-2cm)    1992.6    (feet)  VERTCON   
 ET0679  ___________________________________________________________________
 ET0679  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0679
 ET0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0679
 ET0679.The horizontal coordinates were scaled from a topographic map and have
 ET0679.an estimated accuracy of +/- 6 seconds.
 ET0679
 ET0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0679.The vertical order pertains to the NGVD 29 superseded value.
 ET0679
 ET0679.The geoid height was determined by GEOID03.
 ET0679
 ET0679;                    North         East    Units  Estimated Accuracy
 ET0679;SPC AZ W     -   338,100.      230,720.      MT  (+/- 180 meters Scaled)
 ET0679
 ET0679                          SUPERSEDED SURVEY CONTROL
 ET0679
 ET0679  NGVD 29 (??/??/92)  606.649  (m)         1990.31   (f) ADJ UNCH    1 2
 ET0679
 ET0679.Superseded values are not recommended for survey control.
 ET0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0679.See file dsdata.txt to determine how the superseded data were derived.
 ET0679
 ET0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC635705(NAD 83)
 ET0679_MARKER: DB = BENCH MARK DISK
 ET0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0679_STAMPING: 1990.314 F 12 1927
 ET0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0679+STABILITY: SURFACE MOTION
 ET0679
 ET0679  HISTORY     - Date     Condition        Report By
 ET0679  HISTORY     - 1927     MONUMENTED       CGS
 ET0679  HISTORY     - 1955     GOOD             NGS
 ET0679  HISTORY     - 1964     MARK NOT FOUND   USGS
 ET0679  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0679
 ET0679                          STATION DESCRIPTION
 ET0679
 ET0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0679'17.3 MI N FROM WENDEN.
 ET0679'17.3 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0679'WENDEN, YUMA COUNTY, 7.9 MILES NORTH OF CUNNINGHAM PASS, 2 MILES
 ET0679'SOUTHWEST OF A DOME-SHAPED HILL, AT THE JUNCTION OF A ROAD LEADING
 ET0679'NORTHEAST, 27 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION, 15 FEET
 ET0679'NORTHWEST OF THE CENTERLINE OF THE ROAD LEADING NORTHEAST, 17 FEET
 ET0679'EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 1 FOOT WEST OF A ROCK
 ET0679'PILE.  A STANDARD DISK, STAMPED 1990.314 F 12 1927 AND SET IN THE TOP
 ET0679'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0679
 ET0679                          STATION RECOVERY (1964)
 ET0679
 ET0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 ET0679'MARK NOT FOUND.
 ET0679
 ET0679                          STATION RECOVERY (1981)
 ET0679
 ET0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0679'NOT RECOVERED. NOTE-THERE ARE TOO MANY GRADED ROADS AND TRACK ROADS
 ET0679'THAT COULD HAVE BEEN THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0379 ***********************************************************************
 FS0379  DESIGNATION -  F 120
 FS0379  PID         -  FS0379
 FS0379  STATE/COUNTY-  AZ/MOHAVE
 FS0379  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0379
 FS0379                         *CURRENT SURVEY CONTROL
 FS0379  ___________________________________________________________________
 FS0379* NAD 83(1986)-  35 59 16.     (N)    114 28 43.     (W)     SCALED    
 FS0379* NAVD 88     -       447.422  (meters)    1467.92   (feet)  POSTED    
 FS0379  ___________________________________________________________________
 FS0379  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0379  DYNAMIC HT  -         446.980 (meters)    1466.47  (feet)  COMP
 FS0379  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 FS0379
 FS0379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0379
 FS0379.The horizontal coordinates were scaled from a topographic map and have
 FS0379.an estimated accuracy of +/- 6 seconds.
 FS0379
 FS0379.The orthometric height was determined by differential leveling
 FS0379.and adjusted by the National Geodetic Survey in 1992..
 FS0379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0379.rate of 0.0 thru 1.0 mm/km.
 FS0379
 FS0379.The geoid height was determined by GEOID03.
 FS0379
 FS0379.The dynamic height is computed by dividing the NAVD 88
 FS0379.geopotential number by the normal gravity value computed on the
 FS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0379.degrees latitude (g = 980.6199 gals.).
 FS0379
 FS0379.The modeled gravity was interpolated from observed gravity values.
 FS0379
 FS0379;                    North         East    Units  Estimated Accuracy
 FS0379;SPC AZ W     -   553,420.      147,660.      MT  (+/- 180 meters Scaled)
 FS0379
 FS0379                          SUPERSEDED SURVEY CONTROL
 FS0379
 FS0379  NGVD 29 (??/??/92)  446.700  (m)         1465.55   (f) ADJ UNCH    1 1
 FS0379
 FS0379.Superseded values are not recommended for survey control.
 FS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0379.See file dsdata.txt to determine how the superseded data were derived.
 FS0379
 FS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273855(NAD 83)
 FS0379_MARKER: DB = BENCH MARK DISK
 FS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0379_STAMPING: F 120 1935
 FS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0379+STABILITY: SURFACE MOTION
 FS0379
 FS0379  HISTORY     - Date     Condition        Report By
 FS0379  HISTORY     - 1935     MONUMENTED       CGS
 FS0379  HISTORY     - 1950     GOOD             NGS
 FS0379  HISTORY     - 1963     GOOD             NGS
 FS0379
 FS0379                          STATION DESCRIPTION
 FS0379
 FS0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0379'5.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0379'5.4 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0379'MEAD, 0.2 MILE EAST OF THE FOOTHILLS, ABOUT 100 YARDS WEST OF THE
 FS0379'WEST BANK, AT THE EDGE OF THE HIGHWATER MARK, 2.3 FEET SOUTH
 FS0379'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FS0379'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0379
 FS0379                          STATION RECOVERY (1963)
 FS0379
 FS0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0109 ***********************************************************************
 FS0109  DESIGNATION -  F 121
 FS0109  PID         -  FS0109
 FS0109  STATE/COUNTY-  AZ/MOHAVE
 FS0109  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0109
 FS0109                         *CURRENT SURVEY CONTROL
 FS0109  ___________________________________________________________________
 FS0109* NAD 83(1986)-  35 46 25.     (N)    114 30 55.     (W)     SCALED    
 FS0109* NAVD 88     -       715.393  (meters)    2347.09   (feet)  ADJUSTED  
 FS0109  ___________________________________________________________________
 FS0109  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0109  DYNAMIC HT  -         714.642 (meters)    2344.62  (feet)  COMP
 FS0109  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 FS0109
 FS0109  VERT ORDER  -  FIRST     CLASS I
 FS0109
 FS0109.The horizontal coordinates were scaled from a topographic map and have
 FS0109.an estimated accuracy of +/- 6 seconds.
 FS0109
 FS0109.The orthometric height was determined by differential leveling
 FS0109.and adjusted by the National Geodetic Survey in June 1991..
 FS0109
 FS0109.The geoid height was determined by GEOID03.
 FS0109
 FS0109.The dynamic height is computed by dividing the NAVD 88
 FS0109.geopotential number by the normal gravity value computed on the
 FS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0109.degrees latitude (g = 980.6199 gals.).
 FS0109
 FS0109.The modeled gravity was interpolated from observed gravity values.
 FS0109
 FS0109;                    North         East    Units  Estimated Accuracy
 FS0109;SPC AZ W     -   529,680.      144,170.      MT  (+/- 180 meters Scaled)
 FS0109
 FS0109                          SUPERSEDED SURVEY CONTROL
 FS0109
 FS0109  NGVD 29 (??/??/92)  714.719  (m)         2344.87   (f) ADJ UNCH    1 1
 FS0109
 FS0109.Superseded values are not recommended for survey control.
 FS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0109.See file dsdata.txt to determine how the superseded data were derived.
 FS0109
 FS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV246616(NAD 83)
 FS0109_MARKER: DB = BENCH MARK DISK
 FS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0109_STAMPING: F 121 1935
 FS0109_MARK LOGO: CGS   
 FS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0109+STABILITY: SURFACE MOTION
 FS0109
 FS0109  HISTORY     - Date     Condition        Report By
 FS0109  HISTORY     - 1935     MONUMENTED       CGS
 FS0109  HISTORY     - 1950     GOOD             NGS
 FS0109  HISTORY     - 1955     GOOD             NGS
 FS0109  HISTORY     - 1982     GOOD             NGS
 FS0109
 FS0109                          STATION DESCRIPTION
 FS0109
 FS0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0109'22.9 MI SE FROM HOOVER DAM.
 FS0109'22.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0109'(ARIZONA) END OF HOOVER DAM, ABOUT 85 YARDS NORTH OF AND ACROSS
 FS0109'THE HIGHWAY FROM MILEPOST 23, 261.0 FEET NORTH OF B.M. 2349.93
 FS0109'(BPR  ), 102.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0109'1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 FS0109'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0109'0.8 FOOT ABOVE THE GROUND.
 FS0109
 FS0109                          STATION RECOVERY (1955)
 FS0109
 FS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0109'RECOVERED IN GOOD CONDITION.
 FS0109
 FS0109                          STATION RECOVERY (1982)
 FS0109
 FS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0946 ***********************************************************************
 FS0946  DESIGNATION -  F 121 RESET
 FS0946  PID         -  FS0946
 FS0946  STATE/COUNTY-  AZ/MOHAVE
 FS0946  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0946
 FS0946                         *CURRENT SURVEY CONTROL
 FS0946  ___________________________________________________________________
 FS0946* NAD 83(1986)-  35 46 25.     (N)    114 30 55.     (W)     SCALED    
 FS0946* NAVD 88     -       716.664  (meters)    2351.26   (feet)  ADJUSTED  
 FS0946  ___________________________________________________________________
 FS0946  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0946  DYNAMIC HT  -         715.912 (meters)    2348.79  (feet)  COMP
 FS0946  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 FS0946
 FS0946  VERT ORDER  -  FIRST     CLASS II
 FS0946
 FS0946.The horizontal coordinates were scaled from a topographic map and have
 FS0946.an estimated accuracy of +/- 6 seconds.
 FS0946
 FS0946.The orthometric height was determined by differential leveling
 FS0946.and adjusted by the National Geodetic Survey in June 1991..
 FS0946
 FS0946.The geoid height was determined by GEOID03.
 FS0946
 FS0946.The dynamic height is computed by dividing the NAVD 88
 FS0946.geopotential number by the normal gravity value computed on the
 FS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0946.degrees latitude (g = 980.6199 gals.).
 FS0946
 FS0946.The modeled gravity was interpolated from observed gravity values.
 FS0946
 FS0946;                    North         East    Units  Estimated Accuracy
 FS0946;SPC AZ W     -   529,680.      144,170.      MT  (+/- 180 meters Scaled)
 FS0946
 FS0946                          SUPERSEDED SURVEY CONTROL
 FS0946
 FS0946.No superseded survey control is available for this station.
 FS0946
 FS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV246616(NAD 83)
 FS0946_MARKER: DB = BENCH MARK DISK
 FS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0946_SP_SET: CONCRETE POST
 FS0946_STAMPING: F 121 RESET 1981
 FS0946_MARK LOGO: NGS   
 FS0946_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0946+STABILITY: SURFACE MOTION
 FS0946
 FS0946  HISTORY     - Date     Condition        Report By
 FS0946  HISTORY     - 1981     MONUMENTED       AZDT
 FS0946  HISTORY     - 1982     GOOD             NGS
 FS0946
 FS0946                          STATION DESCRIPTION
 FS0946
 FS0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0946'37.8 KM (23.5 MI) SE FROM HOOVER DAM.
 FS0946'37.8 KM (23.5 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0946'OF HOOVER DAM, 0.05 MILE NORTHWEST OF MILEPOST 23, 29.3 METERS (96 FT)
 FS0946'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 1.2 METERS (4 FT)
 FS0946'NORTHEAST OF A FENCE.
 FS0946'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 FS0946'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0670 ***********************************************************************
 CG0670  DESIGNATION -  F 122
 CG0670  PID         -  CG0670
 CG0670  STATE/COUNTY-  AZ/PIMA
 CG0670  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0670
 CG0670                         *CURRENT SURVEY CONTROL
 CG0670  ___________________________________________________________________
 CG0670* NAD 83(1986)-  31 46 53.     (N)    111 39 30.     (W)     SCALED    
 CG0670* NAVD 88     -       978.11   (+/-2cm)    3209.0    (feet)  VERTCON   
 CG0670  ___________________________________________________________________
 CG0670  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CG0670
 CG0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0670
 CG0670.The horizontal coordinates were scaled from a topographic map and have
 CG0670.an estimated accuracy of +/- 6 seconds.
 CG0670
 CG0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0670.The vertical order pertains to the NGVD 29 superseded value.
 CG0670
 CG0670.The geoid height was determined by GEOID03.
 CG0670
 CG0670;                    North         East    Units  Estimated Accuracy
 CG0670;SPC AZ C     -    86,660.      237,830.      MT  (+/- 180 meters Scaled)
 CG0670
 CG0670                          SUPERSEDED SURVEY CONTROL
 CG0670
 CG0670  NGVD 29 (??/??/92)  977.330  (m)         3206.46   (f) ADJ UNCH    2 0
 CG0670
 CG0670.Superseded values are not recommended for survey control.
 CG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0670.See file dsdata.txt to determine how the superseded data were derived.
 CG0670
 CG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA376163(NAD 83)
 CG0670_MARKER: DB = BENCH MARK DISK
 CG0670_SETTING: 66 = SET IN ROCK OUTCROP
 CG0670_SP_SET: ROCK OUTCROP
 CG0670_STAMPING: F 122 1935
 CG0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0670+STABILITY: POSITION/ELEVATION WELL
 CG0670
 CG0670  HISTORY     - Date     Condition        Report By
 CG0670  HISTORY     - 1935     MONUMENTED       CGS
 CG0670  HISTORY     - 1952     GOOD             NGS
 CG0670
 CG0670                          STATION DESCRIPTION
 CG0670
 CG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0670'11.05 MI E FROM TOPAWA.
 CG0670'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0670'TOPAWA, THENCE 2.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0670'0.1 MILE SOUTH OF THE Y JUNCTION OF THE MAIN ROAD LEADING SOUTH TO
 CG0670'BEAR WELLS AND THE ROAD LEADING SOUTHEAST TO FORESTORY CABIN, AND SET
 CG0670'IN THE TOP OF A LARGE OUTCROP AT THE NORTH EDGE OF A WASH, 122 FEET
 CG0670'SOUTH OF THE CENTER LINE OF A CUT OFF ROAD LEADING TO FORESTORY CABIN,
 CG0670'60 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD AT THE CENTER OF
 CG0670'A WASH, 10 FEET NORTH OF THE CENTER OF A WASH, 21.8 FEET SOUTH OF THE
 CG0670'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD AT THE CENTER OF
 CG0670'THE WASH, A METAL TAG ON A STAKE STAMPED 3206.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0069 ***********************************************************************
 DU0069  DESIGNATION -  F 123
 DU0069  PID         -  DU0069
 DU0069  STATE/COUNTY-  AZ/GILA
 DU0069  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0069
 DU0069                         *CURRENT SURVEY CONTROL
 DU0069  ___________________________________________________________________
 DU0069* NAD 83(1986)-  33 35 54.     (N)    110 10 22.     (W)     SCALED    
 DU0069* NAVD 88     -      1659.958  (meters)    5446.05   (feet)  ADJUSTED  
 DU0069  ___________________________________________________________________
 DU0069  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DU0069  DYNAMIC HT  -        1657.529 (meters)    5438.08  (feet)  COMP
 DU0069  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 DU0069
 DU0069  VERT ORDER  -  SECOND    CLASS 0
 DU0069
 DU0069.The horizontal coordinates were scaled from a topographic map and have
 DU0069.an estimated accuracy of +/- 6 seconds.
 DU0069
 DU0069.The orthometric height was determined by differential leveling
 DU0069.and adjusted by the National Geodetic Survey in June 1991..
 DU0069
 DU0069.The geoid height was determined by GEOID03.
 DU0069
 DU0069.The dynamic height is computed by dividing the NAVD 88
 DU0069.geopotential number by the normal gravity value computed on the
 DU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0069.degrees latitude (g = 980.6199 gals.).
 DU0069
 DU0069.The modeled gravity was interpolated from observed gravity values.
 DU0069
 DU0069;                    North         East    Units  Estimated Accuracy
 DU0069;SPC AZ E     -   288,110.      212,790.      MT  (+/- 180 meters Scaled)
 DU0069
 DU0069                          SUPERSEDED SURVEY CONTROL
 DU0069
 DU0069  NGVD 29 (??/??/92) 1659.235  (m)         5443.67   (f) ADJ UNCH    2 0
 DU0069
 DU0069.Superseded values are not recommended for survey control.
 DU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0069.See file dsdata.txt to determine how the superseded data were derived.
 DU0069
 DU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC767179(NAD 83)
 DU0069_MARKER: DB = BENCH MARK DISK
 DU0069_SETTING: 66 = SET IN ROCK OUTCROP
 DU0069_SP_SET: ROCK LEDGE
 DU0069_STAMPING: F 123 1935
 DU0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0069+STABILITY: POSITION/ELEVATION WELL
 DU0069
 DU0069  HISTORY     - Date     Condition        Report By
 DU0069  HISTORY     - 1935     MONUMENTED       CGS
 DU0069
 DU0069                          STATION DESCRIPTION
 DU0069
 DU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0069'3.9 MI NW FROM WARM SPRING.
 DU0069'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0069'COUNTY, 12.3 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, AT THE
 DU0069'CROSSING OVER A WASH, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40
 DU0069'FEET WEST OF A 24-INCH JUNIPER TREE, 21 FEET EAST OF THE EDGE OF A
 DU0069'POOL, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED F 123
 DU0069'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0482 ***********************************************************************
 FR0482  DESIGNATION -  F 124
 FR0482  PID         -  FR0482
 FR0482  STATE/COUNTY-  AZ/MOHAVE
 FR0482  USGS QUAD   -  ANTARES (1980)
 FR0482
 FR0482                         *CURRENT SURVEY CONTROL
 FR0482  ___________________________________________________________________
 FR0482* NAD 83(1986)-  35 24 58.     (N)    113 48 45.     (W)     SCALED    
 FR0482* NAVD 88     -      1100.403  (meters)    3610.24   (feet)  ADJUSTED  
 FR0482  ___________________________________________________________________
 FR0482  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0482  DYNAMIC HT  -        1099.100 (meters)    3605.96  (feet)  COMP
 FR0482  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 FR0482
 FR0482  VERT ORDER  -  FIRST     CLASS I
 FR0482
 FR0482.The horizontal coordinates were scaled from a topographic map and have
 FR0482.an estimated accuracy of +/- 6 seconds.
 FR0482
 FR0482.The orthometric height was determined by differential leveling
 FR0482.and adjusted by the National Geodetic Survey in June 1991..
 FR0482
 FR0482.The geoid height was determined by GEOID03.
 FR0482
 FR0482.The dynamic height is computed by dividing the NAVD 88
 FR0482.geopotential number by the normal gravity value computed on the
 FR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0482.degrees latitude (g = 980.6199 gals.).
 FR0482
 FR0482.The modeled gravity was interpolated from observed gravity values.
 FR0482
 FR0482;                    North         East    Units  Estimated Accuracy
 FR0482;SPC AZ W     -   489,750.      207,680.      MT  (+/- 180 meters Scaled)
 FR0482
 FR0482                          SUPERSEDED SURVEY CONTROL
 FR0482
 FR0482  NGVD 29 (??/??/92) 1099.593  (m)         3607.58   (f) ADJ UNCH    1 1
 FR0482
 FR0482.Superseded values are not recommended for survey control.
 FR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0482.See file dsdata.txt to determine how the superseded data were derived.
 FR0482
 FR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE446228(NAD 83)
 FR0482_MARKER: DB = BENCH MARK DISK
 FR0482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0482_STAMPING: F 124 1935
 FR0482_MARK LOGO: CGS   
 FR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0482+STABILITY: SURFACE MOTION
 FR0482
 FR0482  HISTORY     - Date     Condition        Report By
 FR0482  HISTORY     - 1935     MONUMENTED       CGS
 FR0482  HISTORY     - 1940     GOOD             NGS
 FR0482  HISTORY     - 1961     GOOD             NGS
 FR0482  HISTORY     - 1982     GOOD             NGS
 FR0482
 FR0482                          STATION DESCRIPTION
 FR0482
 FR0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0482'6.2 MI NW FROM HACKBERRY.
 FR0482'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0482'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, AT THE ANTARES, SIDING,
 FR0482'300 FEET EAST OF THE ANTARES STATION SIGN, AT MILEPOST 495, AT
 FR0482'CONCRETE CULVERT AA 496, IN THE TOP OF THE EAST END OF THE SOUTH
 FR0482'HEADWALL, AND 12 FEET NORTH (SOUTH) OF THE CENTERLINE OF THE NORTH
 FR0482'(SOUTH) TRACK.  A STANDARD DISK, STAMPED F 124 1935.
 FR0482
 FR0482                          STATION RECOVERY (1961)
 FR0482
 FR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0482'RECOVERED IN GOOD CONDITION.
 FR0482
 FR0482                          STATION RECOVERY (1982)
 FR0482
 FR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0482'34.9 KM (21.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0482'FE RAILROAD FROM THE STATION AT KINGMAN, 13.7 METERS (45.0 FEET) WEST
 FR0482'SOUTHWEST OF MILEPOST 49, 3.0 METERS (10.0 FEET) NORTHWEST OF THE
 FR0482'NORTHWEST RAIL, IN TOP OF THE NORTHWEST HEADWALL AT RAILROAD MILEPOST
 FR0482'495.
 FR0482'THE MARK IS 1.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0661 ***********************************************************************
 FR0661  DESIGNATION -  F 125
 FR0661  PID         -  FR0661
 FR0661  STATE/COUNTY-  AZ/MOHAVE
 FR0661  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0661
 FR0661                         *CURRENT SURVEY CONTROL
 FR0661  ___________________________________________________________________
 FR0661* NAD 83(1992)-  35 30 08.79403(N)    113 50 32.13960(W)     ADJUSTED  
 FR0661* NAVD 88     -       946.761  (meters)    3106.16   (feet)  POSTED    
 FR0661  ___________________________________________________________________
 FR0661  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 FR0661  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0661  DYNAMIC HT  -         945.660 (meters)    3102.55  (feet)  COMP
 FR0661  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 FR0661
 FR0661  HORZ ORDER  -  SECOND
 FR0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0661
 FR0661.The horizontal coordinates were established by classical geodetic methods
 FR0661.and adjusted by the National Geodetic Survey in August 1993..
 FR0661
 FR0661.The orthometric height was determined by differential leveling
 FR0661.and adjusted by the National Geodetic Survey in 1992..
 FR0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0661.rate of 0.0 thru 1.0 mm/km.
 FR0661
 FR0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0661
 FR0661.The geoid height was determined by GEOID03.
 FR0661
 FR0661.The dynamic height is computed by dividing the NAVD 88
 FR0661.geopotential number by the normal gravity value computed on the
 FR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0661.degrees latitude (g = 980.6199 gals.).
 FR0661
 FR0661.The modeled gravity was interpolated from observed gravity values.
 FR0661
 FR0661;                    North         East     Units Scale Factor Converg.
 FR0661;SPC AZ W     -   499,332.809   204,990.026   MT  0.99993420   -0 03 12.9
 FR0661;SPC AZ W     - 1,638,231.00    672,539.46   iFT  0.99993420   -0 03 12.9
 FR0661;UTM  12      - 3,932,479.589   242,199.644   MT  1.00041909   -1 39 05.5
 FR0661
 FR0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0661!SPC AZ W     -   0.99985573  x   0.99993420  =   0.99978994
 FR0661!UTM  12      -   0.99985573  x   1.00041909  =   1.00027476
 FR0661
 FR0661                          SUPERSEDED SURVEY CONTROL
 FR0661
 FR0661  NAD 83(1986)-  35 30 08.78843(N)    113 50 32.13876(W) AD(       ) 2
 FR0661  NAD 27      -  35 30 08.82600(N)    113 50 29.32700(W) AD(       ) 2
 FR0661  NGVD 29 (??/??/92)  945.986  (m)         3103.62   (f) ADJ UNCH    1 1
 FR0661
 FR0661.Superseded values are not recommended for survey control.
 FR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0661.See file dsdata.txt to determine how the superseded data were derived.
 FR0661
 FR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4220032480(NAD 83)
 FR0661_MARKER: DB = BENCH MARK DISK
 FR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0661_STAMPING: F 125 1935
 FR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0661+STABILITY: SURFACE MOTION
 FR0661
 FR0661  HISTORY     - Date     Condition        Report By
 FR0661  HISTORY     - 1935     MONUMENTED       CGS
 FR0661  HISTORY     - 1940     GOOD             NGS
 FR0661  HISTORY     - 1967     POOR             USGS
 FR0661
 FR0661                          STATION DESCRIPTION
 FR0661
 FR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0661'STATION IS A STANDARD
 FR0661'U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED F 125 1935,
 FR0661'PROJECTING 4 INCHES ABOVE GROUND AND NORTHEAST OF STATION VALLEY,
 FR0661'4 FEET WEST OF THE ROAD.
 FR0661'
 FR0661'STATION VALLEY CAN BE REACHED FROM THE BRIDGE OVER HACKBERRY
 FR0661'WASH ON U.S. HIGHWAY 66, WHICH IS ON THE WEST SIDE OF HACKBERRY
 FR0661'BY GOING WEST 5.5 MILES TO A GATE AND SIGN P. AND M. MINE.
 FR0661'TURN NORTH ON A BLADED ROAD AFTER PASSING THROUGH THE GATE AND
 FR0661'GO 6.0 MILES TO A Y IN THE ROAD, TAKE THE RIGHT FORK AND GO
 FR0661'0.2 MILE, STATION VALLEY BEING ON THE WEST SIDE OF THE HIGHWAY
 FR0661'88 FEET.
 FR0661
 FR0661                          STATION RECOVERY (1940)
 FR0661
 FR0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 FR0661'11.5 MI N FROM HACKBERRY.
 FR0661'11.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0661'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 1.4 MILES
 FR0661'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 63 FEET
 FR0661'AT 235 DEG MAGNETIC FROM TRIANGULATION VALLEY 1936, DESCRIBED BELOW,
 FR0661'41 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHWEST OF
 FR0661'THE CENTERLINE OF THE OLD ROADBED, AND 2 FEET NORTH OF A WHITE WOODEN
 FR0661'WITNESS POST.  A STANDARD DISK STAMPED F 125 1935 AND SET IN THE TOP
 FR0661'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND. NOTE-- THIS BM IS
 FR0661'ALSO REF. MARK NO. 1 FOR TRIG. STATION VALLEY.  HAS BEEN PUSHED OVER
 FR0661'TO THE WEST APPROX. 20 DEG PROBABLY BY ROAD MAINTENANCE EQUIPMENT.
 FR0661
 FR0661                          STATION RECOVERY (1967)
 FR0661
 FR0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0661'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0463 ***********************************************************************
 FS0463  DESIGNATION -  F 126
 FS0463  PID         -  FS0463
 FS0463  STATE/COUNTY-  AZ/MOHAVE
 FS0463  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0463
 FS0463                         *CURRENT SURVEY CONTROL
 FS0463  ___________________________________________________________________
 FS0463* NAD 83(1986)-  35 56 50.     (N)    114 05 47.     (W)     SCALED    
 FS0463* NAVD 88     -      1069.816  (meters)    3509.89   (feet)  POSTED    
 FS0463  ___________________________________________________________________
 FS0463  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0463  DYNAMIC HT  -        1068.630 (meters)    3506.00  (feet)  COMP
 FS0463  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 FS0463
 FS0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0463
 FS0463.The horizontal coordinates were scaled from a topographic map and have
 FS0463.an estimated accuracy of +/- 6 seconds.
 FS0463
 FS0463.The orthometric height was determined by differential leveling
 FS0463.and adjusted by the National Geodetic Survey in 1992..
 FS0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0463.rate of 0.0 thru 1.0 mm/km.
 FS0463
 FS0463.The geoid height was determined by GEOID03.
 FS0463
 FS0463.The dynamic height is computed by dividing the NAVD 88
 FS0463.geopotential number by the normal gravity value computed on the
 FS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0463.degrees latitude (g = 980.6199 gals.).
 FS0463
 FS0463.The modeled gravity was interpolated from observed gravity values.
 FS0463
 FS0463;                    North         East    Units  Estimated Accuracy
 FS0463;SPC AZ W     -   548,730.      182,110.      MT  (+/- 180 meters Scaled)
 FS0463
 FS0463                          SUPERSEDED SURVEY CONTROL
 FS0463
 FS0463  NGVD 29 (??/??/92) 1069.072  (m)         3507.45   (f) ADJ UNCH    1 1
 FS0463
 FS0463.Superseded values are not recommended for survey control.
 FS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0463.See file dsdata.txt to determine how the superseded data were derived.
 FS0463
 FS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV619819(NAD 83)
 FS0463_MARKER: DB = BENCH MARK DISK
 FS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0463_STAMPING: F 126 1935
 FS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0463+STABILITY: SURFACE MOTION
 FS0463
 FS0463  HISTORY     - Date     Condition        Report By
 FS0463  HISTORY     - 1935     MONUMENTED       CGS
 FS0463  HISTORY     - 1950     GOOD             NGS
 FS0463  HISTORY     - 1986     GOOD             USPSQD
 FS0463
 FS0463                          STATION DESCRIPTION
 FS0463
 FS0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0463'14.4 MI S FROM PIERCES FERRY.
 FS0463'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0463'RANGER STATION AT PIERCES FERRY, THENCE 1.0 MILE SOUTH ALONG
 FS0463'A DIRT ROAD, 0.4 MILE SOUTH OF THE SOUTH BOUNDARY OF THE LAKE
 FS0463'MEAD RECREATIONAL AREA, 27 FEET SOUTHEAST OF THE APPROXIMATE
 FS0463'CENTER OF A DRY WASH, 15 FEET EAST OF THE CENTER LINE OF THE
 FS0463'ROAD, 2.2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 FS0463'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0463
 FS0463                          STATION RECOVERY (1986)
 FS0463
 FS0463'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0398 ***********************************************************************
 GR0398  DESIGNATION -  F 127
 GR0398  PID         -  GR0398
 GR0398  STATE/COUNTY-  AZ/MOHAVE
 GR0398  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0398
 GR0398                         *CURRENT SURVEY CONTROL
 GR0398  ___________________________________________________________________
 GR0398* NAD 83(1986)-  36 06 51.     (N)    114 01 43.     (W)     SCALED    
 GR0398* NAVD 88     -       524.445  (meters)    1720.62   (feet)  POSTED    
 GR0398  ___________________________________________________________________
 GR0398  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR0398  DYNAMIC HT  -         523.900 (meters)    1718.83  (feet)  COMP
 GR0398  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 GR0398
 GR0398  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0398
 GR0398.The horizontal coordinates were scaled from a topographic map and have
 GR0398.an estimated accuracy of +/- 6 seconds.
 GR0398
 GR0398.The orthometric height was determined by differential leveling
 GR0398.and adjusted by the National Geodetic Survey in 1992..
 GR0398.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0398.rate of 0.0 thru 1.0 mm/km.
 GR0398
 GR0398.The geoid height was determined by GEOID03.
 GR0398
 GR0398.The dynamic height is computed by dividing the NAVD 88
 GR0398.geopotential number by the normal gravity value computed on the
 GR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0398.degrees latitude (g = 980.6199 gals.).
 GR0398
 GR0398.The modeled gravity was interpolated from observed gravity values.
 GR0398
 GR0398;                    North         East    Units  Estimated Accuracy
 GR0398;SPC AZ W     -   567,230.      188,280.      MT  (+/- 180 meters Scaled)
 GR0398
 GR0398                          SUPERSEDED SURVEY CONTROL
 GR0398
 GR0398  NGVD 29 (??/??/92)  523.750  (m)         1718.34   (f) ADJ UNCH    1 1
 GR0398
 GR0398.Superseded values are not recommended for survey control.
 GR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0398.See file dsdata.txt to determine how the superseded data were derived.
 GR0398
 GR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA674007(NAD 83)
 GR0398_MARKER: DB = BENCH MARK DISK
 GR0398_SETTING: 80 = SET IN A BOULDER
 GR0398_SP_SET: BOULDER
 GR0398_STAMPING: F 127 1935
 GR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0398+STABILITY: SURFACE MOTION
 GR0398
 GR0398  HISTORY     - Date     Condition        Report By
 GR0398  HISTORY     - 1935     MONUMENTED       CGS
 GR0398  HISTORY     - 1950     GOOD             NGS
 GR0398
 GR0398                          STATION DESCRIPTION
 GR0398
 GR0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0398'1.5 MI SW FROM PIERCES FERRY.
 GR0398'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0398'STATION AT PIERCES FERRY, THENCE 1.0 MILE SOUTHWEST ALONG AN OLD
 GR0398'ABANDONED ROAD, AT A POINT WHERE THE ROAD STARTS TO DESCEND INTO A
 GR0398'WASH TO THE SOUTHWEST, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A
 GR0398'GRANITE BOULDER, 49 FEET WEST OF THE APPROXIMATE CENTER OF A GULLY, 15
 GR0398'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER
 GR0398'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0433 ***********************************************************************
 FS0433  DESIGNATION -  F 128
 FS0433  PID         -  FS0433
 FS0433  STATE/COUNTY-  AZ/MOHAVE
 FS0433  USGS QUAD   -  GOLD BASIN (1989)
 FS0433
 FS0433                         *CURRENT SURVEY CONTROL
 FS0433  ___________________________________________________________________
 FS0433* NAD 83(1986)-  35 51 57.     (N)    114 10 13.     (W)     SCALED    
 FS0433* NAVD 88     -       780.679  (meters)    2561.28   (feet)  POSTED    
 FS0433  ___________________________________________________________________
 FS0433  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0433  DYNAMIC HT  -         779.830 (meters)    2558.49  (feet)  COMP
 FS0433  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 FS0433
 FS0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0433
 FS0433.The horizontal coordinates were scaled from a topographic map and have
 FS0433.an estimated accuracy of +/- 6 seconds.
 FS0433
 FS0433.The orthometric height was determined by differential leveling
 FS0433.and adjusted by the National Geodetic Survey in 1992..
 FS0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0433.rate of 0.0 thru 1.0 mm/km.
 FS0433
 FS0433.The geoid height was determined by GEOID03.
 FS0433
 FS0433.The dynamic height is computed by dividing the NAVD 88
 FS0433.geopotential number by the normal gravity value computed on the
 FS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0433.degrees latitude (g = 980.6199 gals.).
 FS0433
 FS0433.The modeled gravity was interpolated from observed gravity values.
 FS0433
 FS0433;                    North         East    Units  Estimated Accuracy
 FS0433;SPC AZ W     -   539,730.      175,410.      MT  (+/- 180 meters Scaled)
 FS0433
 FS0433                          SUPERSEDED SURVEY CONTROL
 FS0433
 FS0433  NGVD 29 (??/??/92)  779.969  (m)         2558.95   (f) ADJ UNCH    1 1
 FS0433
 FS0433.Superseded values are not recommended for survey control.
 FS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0433.See file dsdata.txt to determine how the superseded data were derived.
 FS0433
 FS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV555727(NAD 83)
 FS0433_MARKER: DB = BENCH MARK DISK
 FS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0433_STAMPING: F 128 1935
 FS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0433+STABILITY: SURFACE MOTION
 FS0433
 FS0433  HISTORY     - Date     Condition        Report By
 FS0433  HISTORY     - 1935     MONUMENTED       CGS
 FS0433  HISTORY     - 1950     GOOD             NGS
 FS0433  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0433  HISTORY     - 19870127 GOOD             USPSQD
 FS0433
 FS0433                          STATION DESCRIPTION
 FS0433
 FS0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0433'12.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0433'12.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0433'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 214 YARDS
 FS0433'WEST OF THE CENTER LINE OF THE ROAD, ON A BRUSH-COVERED SAND BAR
 FS0433'IN THE CENTER OF THE WASH, 141 FEET SOUTH OF THE NORTH END OF
 FS0433'THE BAR, 51 FEET EAST OF THE APPROXIMATE CENTER OF THE WEST
 FS0433'CHANNEL, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FS0433'THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST
 FS0433'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0433
 FS0433                          STATION RECOVERY (1959)
 FS0433
 FS0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0433'MARK NOT FOUND.
 FS0433
 FS0433                          STATION RECOVERY (1987)
 FS0433
 FS0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0295 ***********************************************************************
 GR0295  DESIGNATION -  F 129
 GR0295  PID         -  GR0295
 GR0295  STATE/COUNTY-  AZ/MOHAVE
 GR0295  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0295
 GR0295                         *CURRENT SURVEY CONTROL
 GR0295  ___________________________________________________________________
 GR0295* NAD 83(1986)-  36 00 07.     (N)    114 08 03.     (W)     SCALED    
 GR0295* NAVD 88     -       406.710  (meters)    1334.35   (feet)  POSTED    
 GR0295  ___________________________________________________________________
 GR0295  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0295  DYNAMIC HT  -         406.300 (meters)    1333.00  (feet)  COMP
 GR0295  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 GR0295
 GR0295  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0295
 GR0295.The horizontal coordinates were scaled from a topographic map and have
 GR0295.an estimated accuracy of +/- 6 seconds.
 GR0295
 GR0295.The orthometric height was determined by differential leveling
 GR0295.and adjusted by the National Geodetic Survey in 1992..
 GR0295.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0295.rate of 1.1 thru 2.0 mm/km.
 GR0295
 GR0295.The geoid height was determined by GEOID03.
 GR0295
 GR0295.The dynamic height is computed by dividing the NAVD 88
 GR0295.geopotential number by the normal gravity value computed on the
 GR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0295.degrees latitude (g = 980.6199 gals.).
 GR0295
 GR0295.The modeled gravity was interpolated from observed gravity values.
 GR0295
 GR0295;                    North         East    Units  Estimated Accuracy
 GR0295;SPC AZ W     -   554,820.      178,730.      MT  (+/- 180 meters Scaled)
 GR0295
 GR0295                          SUPERSEDED SURVEY CONTROL
 GR0295
 GR0295  NGVD 29 (??/??/92)  406.087  (m)         1332.30   (f) ADJ UNCH    1 1
 GR0295
 GR0295.Superseded values are not recommended for survey control.
 GR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0295.See file dsdata.txt to determine how the superseded data were derived.
 GR0295
 GR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV583879(NAD 83)
 GR0295_MARKER: DB = BENCH MARK DISK
 GR0295_SETTING: 66 = SET IN ROCK OUTCROP
 GR0295_SP_SET: OUTCROP
 GR0295_STAMPING: F 129 1935
 GR0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0295+STABILITY: POSITION/ELEVATION WELL
 GR0295
 GR0295  HISTORY     - Date     Condition        Report By
 GR0295  HISTORY     - 1935     MONUMENTED       CGS
 GR0295  HISTORY     - 1950     GOOD             NGS
 GR0295
 GR0295                          STATION DESCRIPTION
 GR0295
 GR0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0295'1.1 MI S FROM MOUTH OF HUALPAI WASH.
 GR0295'1.1 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0295'WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 60 YARDS SOUTHWEST OF A
 GR0295'CURVE IN THE MAIN CHANNEL OF HUALPAI WASH, IN THE TOP OF AN OUTCROP ON
 GR0295'THE NORTHWEST SIDE OF THE WASH, DIRECTLY OPPOSITE A HIGH ROCK CLIFF,
 GR0295'43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER
 GR0295'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0762 ***********************************************************************
 DV0762  DESIGNATION -  F 13
 DV0762  PID         -  DV0762
 DV0762  STATE/COUNTY-  AZ/MARICOPA
 DV0762  USGS QUAD   -  TONOPAH (1984)
 DV0762
 DV0762                         *CURRENT SURVEY CONTROL
 DV0762  ___________________________________________________________________
 DV0762* NAD 83(1986)-  33 27 50.     (N)    112 57 47.     (W)     SCALED    
 DV0762* NAVD 88     -       339.110  (meters)    1112.56   (feet)  ADJUSTED  
 DV0762  ___________________________________________________________________
 DV0762  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0762  DYNAMIC HT  -         338.715 (meters)    1111.27  (feet)  COMP
 DV0762  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DV0762
 DV0762  VERT ORDER  -  FIRST     CLASS II
 DV0762
 DV0762.The horizontal coordinates were scaled from a topographic map and have
 DV0762.an estimated accuracy of +/- 6 seconds.
 DV0762
 DV0762.The orthometric height was determined by differential leveling
 DV0762.and adjusted by the National Geodetic Survey in June 1991..
 DV0762
 DV0762.The geoid height was determined by GEOID03.
 DV0762
 DV0762.The dynamic height is computed by dividing the NAVD 88
 DV0762.geopotential number by the normal gravity value computed on the
 DV0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0762.degrees latitude (g = 980.6199 gals.).
 DV0762
 DV0762.The modeled gravity was interpolated from observed gravity values.
 DV0762
 DV0762;                    North         East    Units  Estimated Accuracy
 DV0762;SPC AZ C     -   273,690.      116,090.      MT  (+/- 180 meters Scaled)
 DV0762
 DV0762                          SUPERSEDED SURVEY CONTROL
 DV0762
 DV0762  NGVD 29 (??/??/92)  338.486  (m)         1110.52   (f) ADJ UNCH    1 2
 DV0762
 DV0762.Superseded values are not recommended for survey control.
 DV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0762.See file dsdata.txt to determine how the superseded data were derived.
 DV0762
 DV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC175044(NAD 83)
 DV0762_MARKER: DB = BENCH MARK DISK
 DV0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0762_STAMPING: F 13 1927 1110.51
 DV0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0762+STABILITY: SURFACE MOTION
 DV0762
 DV0762  HISTORY     - Date     Condition        Report By
 DV0762  HISTORY     - 1927     MONUMENTED       CGS
 DV0762  HISTORY     - 1967     GOOD             NGS
 DV0762  HISTORY     - 1981     GOOD             NGS
 DV0762
 DV0762                          STATION DESCRIPTION
 DV0762
 DV0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0762'13.25 MI SW FROM TONOPAH.
 DV0762'6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0762'TONOPAH, THENCE 6.4 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD IN
 DV0762'SECTION 3, T 1 N, R 7 W, 4 POLES WEST OF A CURVE IN THE ROAD, 41 FEET
 DV0762'SOUTH OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF TELEPHONE
 DV0762'POLE NUMBER 7, 10 FEET SOUTH OF A ROW OF TELEPHONE POLES, 1.5 FEET
 DV0762'SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DV0762'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 DV0762'NOTE-- THE SIDES OF THE CONCRETE POST ARE CHIPPED BUT THE MARK APPEARS
 DV0762'TO BE SOLID.
 DV0762
 DV0762                          STATION RECOVERY (1981)
 DV0762
 DV0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0118 ***********************************************************************
 GQ0118  DESIGNATION -  F 130
 GQ0118  PID         -  GQ0118
 GQ0118  STATE/COUNTY-  AZ/MOHAVE
 GQ0118  USGS QUAD   -  GYP HILLS (1971)
 GQ0118
 GQ0118                         *CURRENT SURVEY CONTROL
 GQ0118  ___________________________________________________________________
 GQ0118* NAD 83(1986)-  36 16 47.     (N)    113 54 54.     (W)     SCALED    
 GQ0118* NAVD 88     -       585.023  (meters)    1919.36   (feet)  POSTED    
 GQ0118  ___________________________________________________________________
 GQ0118  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GQ0118  DYNAMIC HT  -         584.420 (meters)    1917.38  (feet)  COMP
 GQ0118  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 GQ0118
 GQ0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0118
 GQ0118.The horizontal coordinates were scaled from a topographic map and have
 GQ0118.an estimated accuracy of +/- 6 seconds.
 GQ0118
 GQ0118.The orthometric height was determined by differential leveling
 GQ0118.and adjusted by the National Geodetic Survey in 1992..
 GQ0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0118.rate of 0.0 thru 1.0 mm/km.
 GQ0118
 GQ0118.The geoid height was determined by GEOID03.
 GQ0118
 GQ0118.The dynamic height is computed by dividing the NAVD 88
 GQ0118.geopotential number by the normal gravity value computed on the
 GQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0118.degrees latitude (g = 980.6199 gals.).
 GQ0118
 GQ0118.The modeled gravity was interpolated from observed gravity values.
 GQ0118
 GQ0118;                    North         East    Units  Estimated Accuracy
 GQ0118;SPC AZ W     -   585,580.      198,540.      MT  (+/- 180 meters Scaled)
 GQ0118
 GQ0118                          SUPERSEDED SURVEY CONTROL
 GQ0118
 GQ0118  NGVD 29 (??/??/92)  584.330  (m)         1917.09   (f) ADJ UNCH    1 1
 GQ0118
 GQ0118.Superseded values are not recommended for survey control.
 GQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0118.See file dsdata.txt to determine how the superseded data were derived.
 GQ0118
 GQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF381189(NAD 83)
 GQ0118_MARKER: DB = BENCH MARK DISK
 GQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0118_STAMPING: F 130 1935
 GQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0118+STABILITY: SURFACE MOTION
 GQ0118
 GQ0118  HISTORY     - Date     Condition        Report By
 GQ0118  HISTORY     - 1935     MONUMENTED       CGS
 GQ0118  HISTORY     - 1950     GOOD             NGS
 GQ0118
 GQ0118                          STATION DESCRIPTION
 GQ0118
 GQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0118'50.2 MI SE FROM RIVERSIDE, NV.
 GQ0118'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0118'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0118'THENCE 10.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0118'FERRY ROAD, AT THE SOUTHWEST BASE OF A RED HILL, ABOUT 35 YARDS
 GQ0118'SOUTHEAST OF A POINT WHERE THE ROAD CROSSES A WASH, 12 FEET NORTHEAST
 GQ0118'OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST,
 GQ0118'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GQ0118'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0321 ***********************************************************************
 ET0321  DESIGNATION -  F 131
 ET0321  PID         -  ET0321
 ET0321  STATE/COUNTY-  AZ/YAVAPAI
 ET0321  USGS QUAD   -  ESTLER PEAK (1974)
 ET0321
 ET0321                         *CURRENT SURVEY CONTROL
 ET0321  ___________________________________________________________________
 ET0321* NAD 83(1986)-  34 28 31.     (N)    112 07 06.     (W)     SCALED    
 ET0321* NAVD 88     -      1330.09   (+/-2cm)    4363.8    (feet)  VERTCON   
 ET0321  ___________________________________________________________________
 ET0321  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0321
 ET0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0321
 ET0321.The horizontal coordinates were scaled from a topographic map and have
 ET0321.an estimated accuracy of +/- 6 seconds.
 ET0321
 ET0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0321.The vertical order pertains to the NGVD 29 superseded value.
 ET0321
 ET0321.The geoid height was determined by GEOID03.
 ET0321
 ET0321;                    North         East    Units  Estimated Accuracy
 ET0321;SPC AZ C     -   385,390.      194,840.      MT  (+/- 180 meters Scaled)
 ET0321
 ET0321                          SUPERSEDED SURVEY CONTROL
 ET0321
 ET0321  NGVD 29 (??/??/92) 1329.333  (m)         4361.32   (f) ADJ UNCH    2 0
 ET0321
 ET0321.Superseded values are not recommended for survey control.
 ET0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0321.See file dsdata.txt to determine how the superseded data were derived.
 ET0321
 ET0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD973154(NAD 83)
 ET0321_MARKER: DB = BENCH MARK DISK
 ET0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0321_STAMPING: F 131 1935
 ET0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0321+STABILITY: SURFACE MOTION
 ET0321
 ET0321  HISTORY     - Date     Condition        Report By
 ET0321  HISTORY     - 1935     MONUMENTED       CGS
 ET0321
 ET0321                          STATION DESCRIPTION
 ET0321
 ET0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0321'5.3 MI E FROM DEWEY.
 ET0321'5.3 MILES EAST ALONG A ROAD FROM DEWEY, YAVAPAI COUNTY, THENCE 6.0
 ET0321'MILES SOUTHEAST ALONG THE DUGAS ROAD, 0.2 MILE SOUTHWEST OF A CATTLE
 ET0321'GUARD AND A PRESCOTT NATIONAL FOREST SIGN, ON THE SLOPE OF A HILL AND
 ET0321'ABOUT 55 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 ET0321'DISK, STAMPED F 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0352 ***********************************************************************
 ES0352  DESIGNATION -  F 132
 ES0352  PID         -  ES0352
 ES0352  STATE/COUNTY-  AZ/YAVAPAI
 ES0352  USGS QUAD   -  DUGAS (1967)
 ES0352
 ES0352                         *CURRENT SURVEY CONTROL
 ES0352  ___________________________________________________________________
 ES0352* NAD 83(1986)-  34 22 04.     (N)    111 58 59.     (W)     SCALED    
 ES0352* NAVD 88     -      1242.27   (+/-2cm)    4075.7    (feet)  VERTCON   
 ES0352  ___________________________________________________________________
 ES0352  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0352
 ES0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0352
 ES0352.The horizontal coordinates were scaled from a topographic map and have
 ES0352.an estimated accuracy of +/- 6 seconds.
 ES0352
 ES0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0352.The vertical order pertains to the NGVD 29 superseded value.
 ES0352
 ES0352.The geoid height was determined by GEOID03.
 ES0352
 ES0352;                    North         East    Units  Estimated Accuracy
 ES0352;SPC AZ C     -   373,450.      207,250.      MT  (+/- 180 meters Scaled)
 ES0352
 ES0352                          SUPERSEDED SURVEY CONTROL
 ES0352
 ES0352  NGVD 29 (??/??/92) 1241.542  (m)         4073.29   (f) ADJ UNCH    2 0
 ES0352
 ES0352.Superseded values are not recommended for survey control.
 ES0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0352.See file dsdata.txt to determine how the superseded data were derived.
 ES0352
 ES0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD096033(NAD 83)
 ES0352_MARKER: DB = BENCH MARK DISK
 ES0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0352_STAMPING: F 132 1935
 ES0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0352+STABILITY: SURFACE MOTION
 ES0352
 ES0352  HISTORY     - Date     Condition        Report By
 ES0352  HISTORY     - 1935     MONUMENTED       CGS
 ES0352  HISTORY     - 1952     GOOD             NGS
 ES0352
 ES0352                          STATION DESCRIPTION
 ES0352
 ES0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0352'0.6 MI W FROM DUGAS RANCH.
 ES0352'0.6 MILE WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, AT THE
 ES0352'JUNCTION OF THE TRAIL TO JOHNSON WASH RANGER STATION, 39 FEET SOUTH OF
 ES0352'THE JUNCTION, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5
 ES0352'FEET NORTHEAST OF THE FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 4
 ES0352'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ES0352'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0279 ***********************************************************************
 ET0279  DESIGNATION -  F 133
 ET0279  PID         -  ET0279
 ET0279  STATE/COUNTY-  AZ/YAVAPAI
 ET0279  USGS QUAD   -  JOES HILL (1969)
 ET0279
 ET0279                         *CURRENT SURVEY CONTROL
 ET0279  ___________________________________________________________________
 ET0279* NAD 83(1986)-  34 07 56.     (N)    112 01 22.     (W)     SCALED    
 ET0279* NAVD 88     -      1182.38   (+/-2cm)    3879.2    (feet)  VERTCON   
 ET0279  ___________________________________________________________________
 ET0279  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0279
 ET0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0279
 ET0279.The horizontal coordinates were scaled from a topographic map and have
 ET0279.an estimated accuracy of +/- 6 seconds.
 ET0279
 ET0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0279.The vertical order pertains to the NGVD 29 superseded value.
 ET0279
 ET0279.The geoid height was determined by GEOID03.
 ET0279
 ET0279;                    North         East    Units  Estimated Accuracy
 ET0279;SPC AZ C     -   347,320.      203,570.      MT  (+/- 180 meters Scaled)
 ET0279
 ET0279                          SUPERSEDED SURVEY CONTROL
 ET0279
 ET0279  NGVD 29 (??/??/92) 1181.718  (m)         3877.02   (f) ADJ UNCH    2 0
 ET0279
 ET0279.Superseded values are not recommended for survey control.
 ET0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0279.See file dsdata.txt to determine how the superseded data were derived.
 ET0279
 ET0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC056772(NAD 83)
 ET0279_MARKER: DB = BENCH MARK DISK
 ET0279_SETTING: 80 = SET IN A BOULDER
 ET0279_SP_SET: BOULDER
 ET0279_STAMPING: F 133 1935
 ET0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0279+STABILITY: SURFACE MOTION
 ET0279
 ET0279  HISTORY     - Date     Condition        Report By
 ET0279  HISTORY     - 1935     MONUMENTED       CGS
 ET0279  HISTORY     - 1952     GOOD             NGS
 ET0279
 ET0279                          STATION DESCRIPTION
 ET0279
 ET0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0279'22.4 MI S FROM CORDES.
 ET0279'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0279'STORE AT CORDES, THENCE 7.5 MILES SOUTH ALONG A TRACK ROAD, AT THE
 ET0279'BOTTOM OF 2 LOW UPGRADES, ON THE NORTHWEST SLOPE OF A ROCK COVERED
 ET0279'HILL, BETWEEN THE POWER LINE AND THE TELEPHONE LINE, IN TOP OF AN
 ET0279'8-FOOT BY 4-FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 153 FEET
 ET0279'NORTHWEST OF THE NORTHWEST POLE OF DUAL POLES POWER LINE POLES, 91
 ET0279'FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 8 FEET HIGHER THAN THE
 ET0279'ROAD, 48.6 FEET SOUTHEAST OF A TELEPHONE POLE, AND 3.0 FEET SOUTHEAST
 ET0279'OF THE NORTHWEST END OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0612 ***********************************************************************
 GR0612  DESIGNATION -  F 134
 GR0612  PID         -  GR0612
 GR0612  STATE/COUNTY-  AZ/MOHAVE
 GR0612  USGS QUAD   -  HOOVER DAM (1997)
 GR0612
 GR0612                         *CURRENT SURVEY CONTROL
 GR0612  ___________________________________________________________________
 GR0612* NAD 83(1986)-  36 00 03.     (N)    114 43 42.     (W)     SCALED    
 GR0612* NAVD 88     -       322.855  (meters)    1059.23   (feet)  POSTED    
 GR0612  ___________________________________________________________________
 GR0612  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0612  DYNAMIC HT  -         322.540 (meters)    1058.20  (feet)  COMP
 GR0612  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 GR0612
 GR0612  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0612
 GR0612.The horizontal coordinates were scaled from a topographic map and have
 GR0612.an estimated accuracy of +/- 6 seconds.
 GR0612
 GR0612.The orthometric height was determined by differential leveling
 GR0612.and adjusted by the National Geodetic Survey in 1992..
 GR0612.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0612.rate greater than 8.0 mm/km.
 GR0612
 GR0612.The geoid height was determined by GEOID03.
 GR0612
 GR0612.The dynamic height is computed by dividing the NAVD 88
 GR0612.geopotential number by the normal gravity value computed on the
 GR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0612.degrees latitude (g = 980.6199 gals.).
 GR0612
 GR0612.The modeled gravity was interpolated from observed gravity values.
 GR0612
 GR0612;                    North         East    Units  Estimated Accuracy
 GR0612;SPC AZ W     -   555,070.      125,160.      MT  (+/- 180 meters Scaled)
 GR0612
 GR0612                          SUPERSEDED SURVEY CONTROL
 GR0612
 GR0612  NGVD 29 (??/??/92)  322.157  (m)         1056.94   (f) ADJ UNCH    1 1
 GR0612
 GR0612.Superseded values are not recommended for survey control.
 GR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0612.See file dsdata.txt to determine how the superseded data were derived.
 GR0612
 GR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV047864(NAD 83)
 GR0612_MARKER: DB = BENCH MARK DISK
 GR0612_SETTING: 80 = SET IN A BOULDER
 GR0612_SP_SET: BOULDER
 GR0612_STAMPING: F 134 1935
 GR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0612+STABILITY: SURFACE MOTION
 GR0612
 GR0612  HISTORY     - Date     Condition        Report By
 GR0612  HISTORY     - 1935     MONUMENTED       CGS
 GR0612  HISTORY     - 1950     GOOD             NGS
 GR0612  HISTORY     - 1963     GOOD             NGS
 GR0612
 GR0612                          STATION DESCRIPTION
 GR0612
 GR0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0612'2.5 MI SE FROM HOOVER DAM.
 GR0612'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0612'(ARIZONA) END OF HOOVER DAM, THENCE 0.5 MILE WEST ALONG AN ABANDONED
 GR0612'HOOVER DAM CONSTRUCTION ROAD, ABOUT 34 YARDS WEST OF A POINT WHERE THE
 GR0612'ROAD DESCENDS A STEEP GRADE AND ENTERS A WASH, 14 FEET SOUTH OF THE
 GR0612'CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, IN THE TOP
 GR0612'OF A SLATE-COLORED BOULDER, AND 1 FOOT EAST OF A CAIRN.
 GR0612
 GR0612                          STATION RECOVERY (1963)
 GR0612
 GR0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0077 ***********************************************************************
 FS0077  DESIGNATION -  F 135
 FS0077  PID         -  FS0077
 FS0077  STATE/COUNTY-  AZ/MOHAVE
 FS0077  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0077
 FS0077                         *CURRENT SURVEY CONTROL
 FS0077  ___________________________________________________________________
 FS0077* NAD 83(1986)-  35 55 01.     (N)    114 37 46.     (W)     SCALED    
 FS0077* NAVD 88     -       640.228  (meters)    2100.48   (feet)  ADJUSTED  
 FS0077  ___________________________________________________________________
 FS0077  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0077  DYNAMIC HT  -         639.578 (meters)    2098.35  (feet)  COMP
 FS0077  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 FS0077
 FS0077  VERT ORDER  -  FIRST     CLASS I
 FS0077
 FS0077.The horizontal coordinates were scaled from a topographic map and have
 FS0077.an estimated accuracy of +/- 6 seconds.
 FS0077
 FS0077.The orthometric height was determined by differential leveling
 FS0077.and adjusted by the National Geodetic Survey in June 1991..
 FS0077
 FS0077.The geoid height was determined by GEOID03.
 FS0077
 FS0077.The dynamic height is computed by dividing the NAVD 88
 FS0077.geopotential number by the normal gravity value computed on the
 FS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0077.degrees latitude (g = 980.6199 gals.).
 FS0077
 FS0077.The modeled gravity was interpolated from observed gravity values.
 FS0077
 FS0077;                    North         East    Units  Estimated Accuracy
 FS0077;SPC AZ W     -   545,670.      133,990.      MT  (+/- 180 meters Scaled)
 FS0077
 FS0077                          SUPERSEDED SURVEY CONTROL
 FS0077
 FS0077  NGVD 29 (??/??/92)  639.522  (m)         2098.17   (f) ADJ UNCH    1 1
 FS0077
 FS0077.Superseded values are not recommended for survey control.
 FS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0077.See file dsdata.txt to determine how the superseded data were derived.
 FS0077
 FS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV138773(NAD 83)
 FS0077_MARKER: DB = BENCH MARK DISK
 FS0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0077_SP_SET: CULVERT
 FS0077_STAMPING: F 135 1935
 FS0077_MARK LOGO: CGS   
 FS0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0077
 FS0077  HISTORY     - Date     Condition        Report By
 FS0077  HISTORY     - 1935     MONUMENTED       CGS
 FS0077  HISTORY     - 1950     GOOD             NGS
 FS0077  HISTORY     - 1963     GOOD             NGS
 FS0077  HISTORY     - 1981     GOOD             NGS
 FS0077
 FS0077                          STATION DESCRIPTION
 FS0077
 FS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0077'10.4 MI SE FROM HOOVER DAM.
 FS0077'10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0077'(ARIZONA) END OF HOOLVER DAM, 0.4 MILE SOUTHEAST OF MILEPOST 10,
 FS0077'NEAR THE SUMMIT OF A STEEP GRADE, AT A 36-INCH CORRUGATED METAL
 FS0077'PIPE CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 FS0077'CONCRETE HEAD WALL, 16.8 FEET NORTHEAST OF THE CENTER LINE OF
 FS0077'THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 FS0077
 FS0077                          STATION RECOVERY (1963)
 FS0077
 FS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0077'RECOVERED IN GOOD CONDITION.
 FS0077
 FS0077                          STATION RECOVERY (1981)
 FS0077
 FS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0077'16.45 KM (10.25 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0077'END OF HOOVER DAM, 0.2 KM (0.15 MI) NORTH OF A SUMMIT, IN TOP OF THE
 FS0077'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 36-INCH CORRUGATED METAL
 FS0077'PIPE CULVERT, ON THE INSIDE OF A CURVE AND BETWEEN TWO DIRT CUTS ON
 FS0077'THE OLD HIGHWAY, ABOUT 55 METERS (180 FT) EAST-NORTHEAST OF THE
 FS0077'CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.8 FT) NORTHEAST OF THE
 FS0077'CENTERLINE OF THE OLD HIGHWAY.
 FS0077'THE MARK IS 0.6 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0254 ***********************************************************************
 DT0254  DESIGNATION -  F 136
 DT0254  PID         -  DT0254
 DT0254  STATE/COUNTY-  AZ/APACHE
 DT0254  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0254
 DT0254                         *CURRENT SURVEY CONTROL
 DT0254  ___________________________________________________________________
 DT0254* NAD 83(1986)-  33 53 23.     (N)    109 28 38.     (W)     SCALED    
 DT0254* NAVD 88     -      2701.651  (meters)    8863.67   (feet)  ADJUSTED  
 DT0254  ___________________________________________________________________
 DT0254  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0254  DYNAMIC HT  -        2697.081 (meters)    8848.67  (feet)  COMP
 DT0254  MODELED GRAV-     978,846.9   (mgal)                       NAVD 88
 DT0254
 DT0254  VERT ORDER  -  SECOND    CLASS 0
 DT0254
 DT0254.The horizontal coordinates were scaled from a topographic map and have
 DT0254.an estimated accuracy of +/- 6 seconds.
 DT0254
 DT0254.The orthometric height was determined by differential leveling
 DT0254.and adjusted by the National Geodetic Survey in June 1991..
 DT0254
 DT0254.The geoid height was determined by GEOID03.
 DT0254
 DT0254.The dynamic height is computed by dividing the NAVD 88
 DT0254.geopotential number by the normal gravity value computed on the
 DT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0254.degrees latitude (g = 980.6199 gals.).
 DT0254
 DT0254.The modeled gravity was interpolated from observed gravity values.
 DT0254
 DT0254;                    North         East    Units  Estimated Accuracy
 DT0254;SPC AZ E     -   320,640.      277,130.      MT  (+/- 180 meters Scaled)
 DT0254
 DT0254                          SUPERSEDED SURVEY CONTROL
 DT0254
 DT0254  NGVD 29 (??/??/92) 2700.370  (m)         8859.46   (f) ADJ UNCH    2 0
 DT0254
 DT0254.Superseded values are not recommended for survey control.
 DT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0254.See file dsdata.txt to determine how the superseded data were derived.
 DT0254
 DT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC408509(NAD 83)
 DT0254_MARKER: DB = BENCH MARK DISK
 DT0254_SETTING: 66 = SET IN ROCK OUTCROP
 DT0254_SP_SET: LARGE ROCK
 DT0254_STAMPING: F-132 1935
 DT0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0254+STABILITY: POSITION/ELEVATION WELL
 DT0254
 DT0254  HISTORY     - Date     Condition        Report By
 DT0254  HISTORY     - 1935     MONUMENTED       CGS
 DT0254
 DT0254                          STATION DESCRIPTION
 DT0254
 DT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0254'0.2 MI SW FROM THOMPSON RANCH.
 DT0254'ON THE ROAD TO RESERVATION RANCH, ABOUT 100 YDS N OF A CREEK, 33 FEET
 DT0254'N OF THE CENTERLINE OF THE ROAD, IN A LARGE ROCK ABOUT 2 FT HIGH AND
 DT0254'SET ABOUT 7 FT ABOVE THE ROAD SURFACE.
 DT0254'ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0284 ***********************************************************************
 DT0284  DESIGNATION -  F 137
 DT0284  PID         -  DT0284
 DT0284  STATE/COUNTY-  AZ/GREENLEE
 DT0284  USGS QUAD   -  BEAVERHEAD (1991)
 DT0284
 DT0284                         *CURRENT SURVEY CONTROL
 DT0284  ___________________________________________________________________
 DT0284* NAD 83(1986)-  33 42 03.     (N)    109 13 35.     (W)     SCALED    
 DT0284* NAVD 88     -      2435.134  (meters)    7989.27   (feet)  ADJUSTED  
 DT0284  ___________________________________________________________________
 DT0284  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DT0284  DYNAMIC HT  -        2431.120 (meters)    7976.10  (feet)  COMP
 DT0284  MODELED GRAV-     978,900.4   (mgal)                       NAVD 88
 DT0284
 DT0284  VERT ORDER  -  SECOND    CLASS 0
 DT0284
 DT0284.The horizontal coordinates were scaled from a topographic map and have
 DT0284.an estimated accuracy of +/- 6 seconds.
 DT0284
 DT0284.The orthometric height was determined by differential leveling
 DT0284.and adjusted by the National Geodetic Survey in June 1991..
 DT0284
 DT0284.The geoid height was determined by GEOID03.
 DT0284
 DT0284.The dynamic height is computed by dividing the NAVD 88
 DT0284.geopotential number by the normal gravity value computed on the
 DT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0284.degrees latitude (g = 980.6199 gals.).
 DT0284
 DT0284.The modeled gravity was interpolated from observed gravity values.
 DT0284
 DT0284;                    North         East    Units  Estimated Accuracy
 DT0284;SPC AZ E     -   299,870.      300,520.      MT  (+/- 180 meters Scaled)
 DT0284
 DT0284                          SUPERSEDED SURVEY CONTROL
 DT0284
 DT0284  NGVD 29 (??/??/92) 2434.035  (m)         7985.66   (f) ADJ UNCH    2 0
 DT0284
 DT0284.Superseded values are not recommended for survey control.
 DT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0284.See file dsdata.txt to determine how the superseded data were derived.
 DT0284
 DT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC643303(NAD 83)
 DT0284_MARKER: DB = BENCH MARK DISK
 DT0284_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0284_SP_SET: UNSPECIFIED ROCK
 DT0284_STAMPING: F-137 1935
 DT0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0284+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0284
 DT0284  HISTORY     - Date     Condition        Report By
 DT0284  HISTORY     - 1935     MONUMENTED       CGS
 DT0284  HISTORY     - 20050729 GOOD             USPSQD
 DT0284
 DT0284                          STATION DESCRIPTION
 DT0284
 DT0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0284'0.9 MI NW FROM BEAVERHEAD LODGE.
 DT0284'0.9 MI NW ALONG ROAD TO RESERVATION RANCH ABOUT 99 FT W OF THE WEST
 DT0284'END OF A BRIDGE, 45 FT N OF THE CENTERLINE OF THE ROAD, 15 FT NW OF
 DT0284'TWO 28 INCH PINE TREES, SET IN A ROCK ABOUT 3 FT SQUARE AND ABOUT 8 FT
 DT0284'HIGH.
 DT0284
 DT0284                          STATION RECOVERY (2005)
 DT0284
 DT0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0460 ***********************************************************************
 CY0460  DESIGNATION -  F 14
 CY0460  PID         -  CY0460
 CY0460  STATE/COUNTY-  AZ/GRAHAM
 CY0460  USGS QUAD   -  FISHER HILLS (1979)
 CY0460
 CY0460                         *CURRENT SURVEY CONTROL
 CY0460  ___________________________________________________________________
 CY0460* NAD 83(1986)-  32 27 14.     (N)    109 31 42.     (W)     SCALED    
 CY0460* NAVD 88     -      1114.21   (+/-2cm)    3655.5    (feet)  VERTCON   
 CY0460  ___________________________________________________________________
 CY0460  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY0460
 CY0460  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0460
 CY0460.The horizontal coordinates were scaled from a topographic map and have
 CY0460.an estimated accuracy of +/- 6 seconds.
 CY0460
 CY0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0460.The vertical order pertains to the NGVD 29 superseded value.
 CY0460
 CY0460.The geoid height was determined by GEOID03.
 CY0460
 CY0460;                    North         East    Units  Estimated Accuracy
 CY0460;SPC AZ E     -   161,370.      273,370.      MT  (+/- 180 meters Scaled)
 CY0460
 CY0460                          SUPERSEDED SURVEY CONTROL
 CY0460
 CY0460  NGVD 29 (??/??/92) 1113.490  (m)         3653.18   (f) ADJ UNCH    1 2
 CY0460
 CY0460.Superseded values are not recommended for survey control.
 CY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0460.See file dsdata.txt to determine how the superseded data were derived.
 CY0460
 CY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA383917(NAD 83)
 CY0460_MARKER: DB = BENCH MARK DISK
 CY0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0460_STAMPING: 3653.175 F 14 1932
 CY0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0460+STABILITY: SURFACE MOTION
 CY0460
 CY0460  HISTORY     - Date     Condition        Report By
 CY0460  HISTORY     - 1932     MONUMENTED       CGS
 CY0460  HISTORY     - 1974     GOOD             USGS
 CY0460
 CY0460                          STATION DESCRIPTION
 CY0460
 CY0460'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0460'9.3 MI N FROM BOWIE.
 CY0460'10.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TANQUE,
 CY0460'GRAHAM COUNTY, 9.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 CY0460'FROM THE STATION AT BOWIE, COCHISE COUNTY, 110 FEET EAST OF A MILEPOST
 CY0460'1107, 300 FEET SOUTH OF A EAST-WEST FENCE LINE, 77 FEET EAST OF THE
 CY0460'TRACK, AND 24 FEET WEST OF A ROAD (CENTERLINE).  A STANDARD DISK,
 CY0460'STAMPED 3653.175 F 14 1932 AND SET IN THE TOP OF A CONCRETE POST
 CY0460'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0131 ***********************************************************************
 ES0131  DESIGNATION -  F 141
 ES0131  PID         -  ES0131
 ES0131  STATE/COUNTY-  AZ/NAVAJO
 ES0131  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0131
 ES0131                         *CURRENT SURVEY CONTROL
 ES0131  ___________________________________________________________________
 ES0131* NAD 83(1986)-  34 13 22.     (N)    110 01 46.     (W)     SCALED    
 ES0131* NAVD 88     -      1953.478  (meters)    6409.04   (feet)  ADJUSTED  
 ES0131  ___________________________________________________________________
 ES0131  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0131  DYNAMIC HT  -        1950.560 (meters)    6399.46  (feet)  COMP
 ES0131  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 ES0131
 ES0131  VERT ORDER  -  SECOND    CLASS 0
 ES0131
 ES0131.The horizontal coordinates were scaled from a topographic map and have
 ES0131.an estimated accuracy of +/- 6 seconds.
 ES0131
 ES0131.The orthometric height was determined by differential leveling
 ES0131.and adjusted by the National Geodetic Survey in June 1991..
 ES0131
 ES0131.The geoid height was determined by GEOID03.
 ES0131
 ES0131.The dynamic height is computed by dividing the NAVD 88
 ES0131.geopotential number by the normal gravity value computed on the
 ES0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0131.degrees latitude (g = 980.6199 gals.).
 ES0131
 ES0131.The modeled gravity was interpolated from observed gravity values.
 ES0131
 ES0131;                    North         East    Units  Estimated Accuracy
 ES0131;SPC AZ E     -   357,370.      226,000.      MT  (+/- 180 meters Scaled)
 ES0131
 ES0131                          SUPERSEDED SURVEY CONTROL
 ES0131
 ES0131  NGVD 29 (??/??/92) 1952.550  (m)         6405.99   (f) ADJ UNCH    2 0
 ES0131
 ES0131.Superseded values are not recommended for survey control.
 ES0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0131.See file dsdata.txt to determine how the superseded data were derived.
 ES0131
 ES0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC893872(NAD 83)
 ES0131_MARKER: DB = BENCH MARK DISK
 ES0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0131_STAMPING: F 141 1935
 ES0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0131+STABILITY: SURFACE MOTION
 ES0131
 ES0131  HISTORY     - Date     Condition        Report By
 ES0131  HISTORY     - 1935     MONUMENTED       CGS
 ES0131  HISTORY     - 1960     GOOD             NGS
 ES0131  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0131  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0131
 ES0131                          STATION DESCRIPTION
 ES0131
 ES0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0131'2.0 MI S FROM SHOW LOW.
 ES0131'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0131'SHOW LOW, IN SECTION 29, R 22 E, T 10 N, 23 FEET WEST OF THE CENTER
 ES0131'LINE OF THE HIGHWAY, 48 FEET SOUTH OF WEST ROCK HEADWALL OF A 36-INCH
 ES0131'TUBULAR CULVERT, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 ES0131'BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 ES0131'INCHES.
 ES0131
 ES0131                          STATION RECOVERY (1976)
 ES0131
 ES0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0131'MARK NOT FOUND.
 ES0131
 ES0131                          STATION RECOVERY (1983)
 ES0131
 ES0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0248 ***********************************************************************
 ES0248  DESIGNATION -  F 142
 ES0248  PID         -  ES0248
 ES0248  STATE/COUNTY-  AZ/COCONINO
 ES0248  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0248
 ES0248                         *CURRENT SURVEY CONTROL
 ES0248  ___________________________________________________________________
 ES0248* NAD 83(1986)-  34 40 01.     (N)    110 47 37.     (W)     SCALED    
 ES0248* NAVD 88     -      1872.136  (meters)    6142.17   (feet)  ADJUSTED  
 ES0248  ___________________________________________________________________
 ES0248  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES0248  DYNAMIC HT  -        1869.440 (meters)    6133.32  (feet)  COMP
 ES0248  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 ES0248
 ES0248  VERT ORDER  -  SECOND    CLASS 0
 ES0248
 ES0248.The horizontal coordinates were scaled from a topographic map and have
 ES0248.an estimated accuracy of +/- 6 seconds.
 ES0248
 ES0248.The orthometric height was determined by differential leveling
 ES0248.and adjusted by the National Geodetic Survey in June 1991..
 ES0248
 ES0248.The geoid height was determined by GEOID03.
 ES0248
 ES0248.The dynamic height is computed by dividing the NAVD 88
 ES0248.geopotential number by the normal gravity value computed on the
 ES0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0248.degrees latitude (g = 980.6199 gals.).
 ES0248
 ES0248.The modeled gravity was interpolated from observed gravity values.
 ES0248
 ES0248;                    North         East    Units  Estimated Accuracy
 ES0248;SPC AZ C     -   407,200.      316,290.      MT  (+/- 180 meters Scaled)
 ES0248
 ES0248                          SUPERSEDED SURVEY CONTROL
 ES0248
 ES0248  NGVD 29 (??/??/92) 1871.212  (m)         6139.13   (f) ADJ UNCH    2 0
 ES0248
 ES0248.Superseded values are not recommended for survey control.
 ES0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0248.See file dsdata.txt to determine how the superseded data were derived.
 ES0248
 ES0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD189361(NAD 83)
 ES0248_MARKER: DB = BENCH MARK DISK
 ES0248_SETTING: 66 = SET IN ROCK OUTCROP
 ES0248_SP_SET: SANDSTONE OUTCROP
 ES0248_STAMPING: F-142 1935
 ES0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0248+STABILITY: POSITION/ELEVATION WELL
 ES0248
 ES0248  HISTORY     - Date     Condition        Report By
 ES0248  HISTORY     - 1935     MONUMENTED       CGS
 ES0248  HISTORY     - 1974     GOOD             NGS
 ES0248
 ES0248                          STATION DESCRIPTION
 ES0248
 ES0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0248'10.3 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0248'10.3 MI NE ALONG ROAD TO WINSLOW.  29.7 MI S.W. OF WINSLOW (UNION OIL
 ES0248'CO. PLANT).  ABOUT 0.6 MI NE OF A LARGE TIN ROOFED HOUSE AND BARNS, ON
 ES0248'THE WEST BANK OF A SMALL DRAW, 90 FEET SE OF THE CENTERLINE OF THE
 ES0248'ROAD, 22 FEET NE OF A CEDAR TREE, SET IN A WHITE SANDSTONE OUTCROP.
 ES0248'(3-3/4 MI N OF THE SPELLMIRE AND LYONS RANCH HOUSE).
 ES0248
 ES0248                          STATION RECOVERY (1974)
 ES0248
 ES0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0159 ***********************************************************************
 ES0159  DESIGNATION -  F 146
 ES0159  PID         -  ES0159
 ES0159  STATE/COUNTY-  AZ/NAVAJO
 ES0159  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0159
 ES0159                         *CURRENT SURVEY CONTROL
 ES0159  ___________________________________________________________________
 ES0159* NAD 83(1986)-  34 10 45.     (N)    110 05 46.     (W)     SCALED    
 ES0159* NAVD 88     -      1924.351  (meters)    6313.47   (feet)  ADJUSTED  
 ES0159  ___________________________________________________________________
 ES0159  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0159  DYNAMIC HT  -        1921.482 (meters)    6304.06  (feet)  COMP
 ES0159  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 ES0159
 ES0159  VERT ORDER  -  SECOND    CLASS 0
 ES0159
 ES0159.The horizontal coordinates were scaled from a topographic map and have
 ES0159.an estimated accuracy of +/- 6 seconds.
 ES0159
 ES0159.The orthometric height was determined by differential leveling
 ES0159.and adjusted by the National Geodetic Survey in June 1991..
 ES0159
 ES0159.The geoid height was determined by GEOID03.
 ES0159
 ES0159.The dynamic height is computed by dividing the NAVD 88
 ES0159.geopotential number by the normal gravity value computed on the
 ES0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0159.degrees latitude (g = 980.6199 gals.).
 ES0159
 ES0159.The modeled gravity was interpolated from observed gravity values.
 ES0159
 ES0159;                    North         East    Units  Estimated Accuracy
 ES0159;SPC AZ E     -   352,530.      219,860.      MT  (+/- 180 meters Scaled)
 ES0159
 ES0159                          SUPERSEDED SURVEY CONTROL
 ES0159
 ES0159  NGVD 29 (??/??/92) 1923.437  (m)         6310.48   (f) ADJ UNCH    2 0
 ES0159
 ES0159.Superseded values are not recommended for survey control.
 ES0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0159.See file dsdata.txt to determine how the superseded data were derived.
 ES0159
 ES0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC832823(NAD 83)
 ES0159_MARKER: DB = BENCH MARK DISK
 ES0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0159_STAMPING: F 146 1960
 ES0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0159+STABILITY: SURFACE MOTION
 ES0159
 ES0159  HISTORY     - Date     Condition        Report By
 ES0159  HISTORY     - 1960     MONUMENTED       CGS
 ES0159  HISTORY     - 1983     GOOD             NGS
 ES0159  HISTORY     - 19960919 GOOD             USPSQD
 ES0159
 ES0159                          STATION DESCRIPTION
 ES0159
 ES0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0159'7.1 MI SW FROM SHOW LOW.
 ES0159'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0159'SHOW LOW, THENCE 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0159'HIGHWAY 77, IN SECTION 15, R 21 E, T 9 N, 99 FEET NORTHWEST OF THE
 ES0159'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.6 FEET
 ES0159'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE HIGHWAY, AND
 ES0159'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ES0159
 ES0159                          STATION RECOVERY (1983)
 ES0159
 ES0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0159'RECOVERED IN GOOD CONDITION.
 ES0159
 ES0159                          STATION RECOVERY (1996)
 ES0159
 ES0159'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0325 ***********************************************************************
 DU0325  DESIGNATION -  F 147
 DU0325  PID         -  DU0325
 DU0325  STATE/COUNTY-  AZ/GILA
 DU0325  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0325
 DU0325                         *CURRENT SURVEY CONTROL
 DU0325  ___________________________________________________________________
 DU0325* NAD 83(1986)-  33 47 36.     (N)    110 30 01.     (W)     SCALED    
 DU0325* NAVD 88     -      1178.204  (meters)    3865.49   (feet)  ADJUSTED  
 DU0325  ___________________________________________________________________
 DU0325  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DU0325  DYNAMIC HT  -        1176.610 (meters)    3860.26  (feet)  COMP
 DU0325  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 DU0325
 DU0325  VERT ORDER  -  FIRST     CLASS II
 DU0325
 DU0325.The horizontal coordinates were scaled from a topographic map and have
 DU0325.an estimated accuracy of +/- 6 seconds.
 DU0325
 DU0325.The orthometric height was determined by differential leveling
 DU0325.and adjusted by the National Geodetic Survey in June 1991..
 DU0325
 DU0325.The geoid height was determined by GEOID03.
 DU0325
 DU0325.The dynamic height is computed by dividing the NAVD 88
 DU0325.geopotential number by the normal gravity value computed on the
 DU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0325.degrees latitude (g = 980.6199 gals.).
 DU0325
 DU0325.The modeled gravity was interpolated from observed gravity values.
 DU0325
 DU0325;                    North         East    Units  Estimated Accuracy
 DU0325;SPC AZ E     -   309,780.      182,470.      MT  (+/- 180 meters Scaled)
 DU0325
 DU0325                          SUPERSEDED SURVEY CONTROL
 DU0325
 DU0325  NGVD 29 (??/??/92) 1177.558  (m)         3863.37   (f) ADJ UNCH    1 2
 DU0325
 DU0325.Superseded values are not recommended for survey control.
 DU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0325.See file dsdata.txt to determine how the superseded data were derived.
 DU0325
 DU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC462393(NAD 83)
 DU0325_MARKER: DB = BENCH MARK DISK
 DU0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0325_SP_SET: CULVERT
 DU0325_STAMPING: F 147 1960
 DU0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0325
 DU0325  HISTORY     - Date     Condition        Report By
 DU0325  HISTORY     - 1960     MONUMENTED       CGS
 DU0325  HISTORY     - 1979     GOOD             NGS
 DU0325  HISTORY     - 19960918 GOOD             USPSQD
 DU0325
 DU0325                          STATION DESCRIPTION
 DU0325
 DU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0325'4.45 MI N FROM SENECA.
 DU0325'ABOUT 4.45 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0325'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0325'THE FOOT OF A CLIFF, IN THE TOP OF THE SOUTH END OF THE CONCRETE
 DU0325'WINGWALL AT THE WEST END OF THE SOUTH HEADWALL OF A 2-CHANNEL 36-INCH
 DU0325'CULVERT UNDER THE HIGHWAY, 46 FEET SOUTH OF THE CENTER LINE OF THE
 DU0325'HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0325
 DU0325                          STATION RECOVERY (1979)
 DU0325
 DU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0325'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0325'IN SALT RIVER CANYON, 0.5 MILE SOUTHWEST OF MILE POST 292, SET IN
 DU0325'THE TOP OF THE SOUTH END OF THE WEST TWO CHANNEL CONCRETE CULVERT,
 DU0325'46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF
 DU0325'THE NORTH FACE OF A ROCK CLIFF.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0325'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0325'THE MARK IS 3 FT BELOW THE HIGHWAY.
 DU0325
 DU0325                          STATION RECOVERY (1996)
 DU0325
 DU0325'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0157 ***********************************************************************
 DU0157  DESIGNATION -  F 149
 DU0157  PID         -  DU0157
 DU0157  STATE/COUNTY-  AZ/GRAHAM
 DU0157  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0157
 DU0157                         *CURRENT SURVEY CONTROL
 DU0157  ___________________________________________________________________
 DU0157* NAD 83(1986)-  33 22 06.     (N)    110 19 25.     (W)     SCALED    
 DU0157* NAVD 88     -      1207.128  (meters)    3960.39   (feet)  ADJUSTED  
 DU0157  ___________________________________________________________________
 DU0157  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DU0157  DYNAMIC HT  -        1205.445 (meters)    3954.86  (feet)  COMP
 DU0157  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 DU0157
 DU0157  VERT ORDER  -  SECOND    CLASS 0
 DU0157
 DU0157.The horizontal coordinates were scaled from a topographic map and have
 DU0157.an estimated accuracy of +/- 6 seconds.
 DU0157
 DU0157.The orthometric height was determined by differential leveling
 DU0157.and adjusted by the National Geodetic Survey in June 1991..
 DU0157
 DU0157.The geoid height was determined by GEOID03.
 DU0157
 DU0157.The dynamic height is computed by dividing the NAVD 88
 DU0157.geopotential number by the normal gravity value computed on the
 DU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0157.degrees latitude (g = 980.6199 gals.).
 DU0157
 DU0157.The modeled gravity was interpolated from observed gravity values.
 DU0157
 DU0157;                    North         East    Units  Estimated Accuracy
 DU0157;SPC AZ E     -   262,610.      198,760.      MT  (+/- 180 meters Scaled)
 DU0157
 DU0157                          SUPERSEDED SURVEY CONTROL
 DU0157
 DU0157  NGVD 29 (??/??/92) 1206.500  (m)         3958.33   (f) ADJ UNCH    2 0
 DU0157
 DU0157.Superseded values are not recommended for survey control.
 DU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0157.See file dsdata.txt to determine how the superseded data were derived.
 DU0157
 DU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB629923(NAD 83)
 DU0157_MARKER: DB = BENCH MARK DISK
 DU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0157_STAMPING: F 149 1935
 DU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0157+STABILITY: SURFACE MOTION
 DU0157
 DU0157  HISTORY     - Date     Condition        Report By
 DU0157  HISTORY     - 1935     MONUMENTED       CGS
 DU0157  HISTORY     - 1935     GOOD             NGS
 DU0157
 DU0157                          STATION DESCRIPTION
 DU0157
 DU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0157'2.0 MI S FROM SAN CARLOS.
 DU0157'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0157'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 9.7 MILES EAST
 DU0157'ALONG THE ASH CREEK RANCH ROAD, 250 YARDS EAST OF THE CENTER OF THE
 DU0157'CROSSING OF A DIRT ROAD, 60 FEET SOUTH OF A POLE LINE, AND 40 FEET
 DU0157'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 149
 DU0157'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0179 ***********************************************************************
 DU0179  DESIGNATION -  F 150
 DU0179  PID         -  DU0179
 DU0179  STATE/COUNTY-  AZ/GRAHAM
 DU0179  USGS QUAD   -  SAN CARLOS (1979)
 DU0179
 DU0179                         *CURRENT SURVEY CONTROL
 DU0179  ___________________________________________________________________
 DU0179* NAD 83(1986)-  33 15 51.     (N)    110 24 03.     (W)     SCALED    
 DU0179* NAVD 88     -       833.666  (meters)    2735.12   (feet)  ADJUSTED  
 DU0179  ___________________________________________________________________
 DU0179  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU0179  DYNAMIC HT  -         832.556 (meters)    2731.48  (feet)  COMP
 DU0179  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 DU0179
 DU0179  VERT ORDER  -  FIRST     CLASS II
 DU0179
 DU0179.The horizontal coordinates were scaled from a topographic map and have
 DU0179.an estimated accuracy of +/- 6 seconds.
 DU0179
 DU0179.The orthometric height was determined by differential leveling
 DU0179.and adjusted by the National Geodetic Survey in June 1991..
 DU0179
 DU0179.The geoid height was determined by GEOID03.
 DU0179
 DU0179.The dynamic height is computed by dividing the NAVD 88
 DU0179.geopotential number by the normal gravity value computed on the
 DU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0179.degrees latitude (g = 980.6199 gals.).
 DU0179
 DU0179.The modeled gravity was interpolated from observed gravity values.
 DU0179
 DU0179;                    North         East    Units  Estimated Accuracy
 DU0179;SPC AZ E     -   251,070.      191,540.      MT  (+/- 180 meters Scaled)
 DU0179
 DU0179                          SUPERSEDED SURVEY CONTROL
 DU0179
 DU0179  NGVD 29 (??/??/92)  833.092  (m)         2733.24   (f) ADJ UNCH    1 2
 DU0179
 DU0179.Superseded values are not recommended for survey control.
 DU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0179.See file dsdata.txt to determine how the superseded data were derived.
 DU0179
 DU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB558807(NAD 83)
 DU0179_MARKER: DB = BENCH MARK DISK
 DU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0179_STAMPING: F 150 1935
 DU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0179+STABILITY: SURFACE MOTION
 DU0179
 DU0179  HISTORY     - Date     Condition        Report By
 DU0179  HISTORY     - 1935     MONUMENTED       CGS
 DU0179  HISTORY     - 1979     GOOD             NGS
 DU0179
 DU0179                          STATION DESCRIPTION
 DU0179
 DU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0179'7.2 MI S FROM SAN CARLOS.
 DU0179'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0179'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 2.1 MILES
 DU0179'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 75 FEET NORTH OF THE CENTER
 DU0179'OF A ROAD CROSSING, AND 45 FEET WEST OF THE CENTERLINE OF THE
 DU0179'HACKBERRY WASH ROAD.  A STANDARD DISK, STAMPED F 150 1935 AND SET IN
 DU0179'THE TOP OF A CONCRETE POST.
 DU0179
 DU0179                          STATION RECOVERY (1979)
 DU0179
 DU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0179'ADD--THIS MARK CAN ALSO BE REACHED BY GOING 39.0 KILOMETERS (22.25
 DU0179'MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE NEW COUNTY COURTHOUSE
 DU0179'IN GLOBE, THENCE 3.5 KILOMETERS (2.2 MILES) SOUTH ALONG A DIRT ROAD
 DU0179'THE MARK IS 1 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0396 ***********************************************************************
 DT0396  DESIGNATION -  F 153
 DT0396  PID         -  DT0396
 DT0396  STATE/COUNTY-  AZ/GRAHAM
 DT0396  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0396
 DT0396                         *CURRENT SURVEY CONTROL
 DT0396  ___________________________________________________________________
 DT0396* NAD 83(1986)-  33 10 13.     (N)    109 44 18.     (W)     SCALED    
 DT0396* NAVD 88     -      1480.577  (meters)    4857.53   (feet)  ADJUSTED  
 DT0396  ___________________________________________________________________
 DT0396  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DT0396  DYNAMIC HT  -        1478.369 (meters)    4850.28  (feet)  COMP
 DT0396  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 DT0396
 DT0396  VERT ORDER  -  SECOND    CLASS 0
 DT0396
 DT0396.The horizontal coordinates were scaled from a topographic map and have
 DT0396.an estimated accuracy of +/- 6 seconds.
 DT0396
 DT0396.The orthometric height was determined by differential leveling
 DT0396.and adjusted by the National Geodetic Survey in June 1991..
 DT0396
 DT0396.The geoid height was determined by GEOID03.
 DT0396
 DT0396.The dynamic height is computed by dividing the NAVD 88
 DT0396.geopotential number by the normal gravity value computed on the
 DT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0396.degrees latitude (g = 980.6199 gals.).
 DT0396
 DT0396.The modeled gravity was interpolated from observed gravity values.
 DT0396
 DT0396;                    North         East    Units  Estimated Accuracy
 DT0396;SPC AZ E     -   240,720.      253,310.      MT  (+/- 180 meters Scaled)
 DT0396
 DT0396                          SUPERSEDED SURVEY CONTROL
 DT0396
 DT0396  NGVD 29 (??/??/92) 1479.842  (m)         4855.11   (f) ADJ UNCH    2 0
 DT0396
 DT0396.Superseded values are not recommended for survey control.
 DT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0396.See file dsdata.txt to determine how the superseded data were derived.
 DT0396
 DT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB176708(NAD 83)
 DT0396_MARKER: DB = BENCH MARK DISK
 DT0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0396_STAMPING: F 153 1935
 DT0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0396+STABILITY: SURFACE MOTION
 DT0396
 DT0396  HISTORY     - Date     Condition        Report By
 DT0396  HISTORY     - 1935     MONUMENTED       CGS
 DT0396
 DT0396                          STATION DESCRIPTION
 DT0396
 DT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0396'7.6 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0396'7.6 MI. NW ALONG ROAD TO ASH CREEK RANCH.  ABOUT 225 FT. NW OF WASH
 DT0396'CROSSING AND 64 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0298 ***********************************************************************
 ET0298  DESIGNATION -  F 155
 ET0298  PID         -  ET0298
 ET0298  STATE/COUNTY-  AZ/YAVAPAI
 ET0298  USGS QUAD   -  JOES HILL (1969)
 ET0298
 ET0298                         *CURRENT SURVEY CONTROL
 ET0298  ___________________________________________________________________
 ET0298* NAD 83(1986)-  34 14 11.     (N)    112 02 22.     (W)     SCALED    
 ET0298* NAVD 88     -      1134.67   (+/-2cm)    3722.7    (feet)  VERTCON   
 ET0298  ___________________________________________________________________
 ET0298  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 ET0298
 ET0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0298
 ET0298.The horizontal coordinates were scaled from a topographic map and have
 ET0298.an estimated accuracy of +/- 6 seconds.
 ET0298
 ET0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0298.The vertical order pertains to the NGVD 29 superseded value.
 ET0298
 ET0298.The geoid height was determined by GEOID03.
 ET0298
 ET0298;                    North         East    Units  Estimated Accuracy
 ET0298;SPC AZ C     -   358,880.      202,050.      MT  (+/- 180 meters Scaled)
 ET0298
 ET0298                          SUPERSEDED SURVEY CONTROL
 ET0298
 ET0298  NGVD 29 (??/??/92) 1134.007  (m)         3720.49   (f) ADJ UNCH    2 0
 ET0298
 ET0298.Superseded values are not recommended for survey control.
 ET0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0298.See file dsdata.txt to determine how the superseded data were derived.
 ET0298
 ET0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042888(NAD 83)
 ET0298_MARKER: DB = BENCH MARK DISK
 ET0298_SETTING: 66 = SET IN ROCK OUTCROP
 ET0298_SP_SET: OUTCROP
 ET0298_STAMPING: F 155 1935
 ET0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0298+STABILITY: POSITION/ELEVATION WELL
 ET0298
 ET0298  HISTORY     - Date     Condition        Report By
 ET0298  HISTORY     - 1935     MONUMENTED       CGS
 ET0298  HISTORY     - 1952     GOOD             NGS
 ET0298
 ET0298                          STATION DESCRIPTION
 ET0298
 ET0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0298'11.9 MI SE FROM CORDES.
 ET0298'11.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0298'CORDES, ABOUT 80 YARDS SOUTHWEST OF THE SUMMIT OF A SMALL GRADE, AT
 ET0298'THE SOUTHWEST EDGE OF A LOW MASSIVE OUTCROP, IN TOP OF A 4- FOOT BY
 ET0298'6-FOOT OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 105 FEET SOUTH OF
 ET0298'THE CENTER LINE OF AND ABOUT 2 FEET HILGHER THAN THE ROAD, 0.9 FOOT
 ET0298'NORTHEAST OF THE SOUTHWEST END OF AN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1130 ***********************************************************************
 ET1130  DESIGNATION -  F 155
 ET1130  PID         -  ET1130
 ET1130  STATE/COUNTY-  AZ/YAVAPAI
 ET1130  USGS QUAD   -  JOES HILL (1969)
 ET1130
 ET1130                         *CURRENT SURVEY CONTROL
 ET1130  ___________________________________________________________________
 ET1130* NAD 83(1992)-  34 14 16.87213(N)    112 02 18.89980(W)     ADJUSTED  
 ET1130* NAVD 88     -      1141.16   (+/-2cm)    3744.0    (feet)  VERTCON   
 ET1130  ___________________________________________________________________
 ET1130  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 ET1130  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 ET1130
 ET1130  HORZ ORDER  -  THIRD
 ET1130  VERT ORDER  -  THIRD ? (See Below)
 ET1130
 ET1130.The horizontal coordinates were established by classical geodetic methods
 ET1130.and adjusted by the National Geodetic Survey in August 1993..
 ET1130
 ET1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1130.The vertical order pertains to the NGVD 29 superseded value.
 ET1130
 ET1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1130
 ET1130.The geoid height was determined by GEOID03.
 ET1130
 ET1130;                    North         East     Units Scale Factor Converg.
 ET1130;SPC AZ C     -   359,060.195   202,129.392   MT  0.99990155   -0 04 06.9
 ET1130;SPC AZ C     - 1,178,019.01    663,154.17   iFT  0.99990155   -0 04 06.9
 ET1130;UTM  12      - 3,789,035.434   404,355.486   MT  0.99971276   -0 35 03.8
 ET1130
 ET1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1130!SPC AZ C     -   0.99982514  x   0.99990155  =   0.99972670
 ET1130!UTM  12      -   0.99982514  x   0.99971276  =   0.99953795
 ET1130
 ET1130                          SUPERSEDED SURVEY CONTROL
 ET1130
 ET1130  NAD 83(1992)-  34 14 16.86666(N)    112 02 18.89918(W) AD(       ) 3
 ET1130  NGVD 29 (10/09/91) 1140.50   (m)         3741.8    (f) LEVELING    3  
 ET1130
 ET1130.Superseded values are not recommended for survey control.
 ET1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1130.See file dsdata.txt to determine how the superseded data were derived.
 ET1130
 ET1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0435589035(NAD 83)
 ET1130_MARKER: H = DRILL HOLE
 ET1130_SETTING: 80 = SET IN A BOULDER
 ET1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1130+STABILITY: SURFACE MOTION
 ET1130
 ET1130  HISTORY     - Date     Condition        Report By
 ET1130  HISTORY     - 1966     MONUMENTED       USGS
 ET1130
 ET1130                          STATION DESCRIPTION
 ET1130
 ET1130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1130'BM F 155 1935 DESCRIBED AS FOLLOWS--11.9 MI SE. ALONG
 ET1130'BLOODY BASIN RD. FROM GENERAL STORE AT CORDES.  ABOUT 80 YARDS SW.
 ET1130'OF SUMMIT OF SMALL GRADE AT SOUTHWEST EDGE OF LOW, MASSIVE
 ET1130'OUTCROP, 105 FT. S. OF CENTERLINE OF AND ABOUT 2 FT. HIGHER THAN
 ET1130'RD., 0.9 FT. NE. OF SOUTHWEST END OF OUTCROP.  IN TOP OF 4-FT. BY
 ET1130'6-FT. OUTCROP PROJECTING 2 FT. ABOVE GROUND.
 ET1130'
 ET1130'LOCATED 600 FT. NE. OF BM F 155 ON LARGE BOULDER.
 ET1130'
 ET1130'STATION MARK--DRILL HOLE IN ROCK.
 ET1130'
 ET1130'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0312 ***********************************************************************
 DU0312  DESIGNATION -  F 17
 DU0312  PID         -  DU0312
 DU0312  STATE/COUNTY-  AZ/GILA
 DU0312  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0312
 DU0312                         *CURRENT SURVEY CONTROL
 DU0312  ___________________________________________________________________
 DU0312* NAD 83(1986)-  33 32 52.     (N)    110 55 58.     (W)     SCALED    
 DU0312* NAVD 88     -      1213.767  (meters)    3982.17   (feet)  ADJUSTED  
 DU0312  ___________________________________________________________________
 DU0312  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DU0312  DYNAMIC HT  -        1212.110 (meters)    3976.73  (feet)  COMP
 DU0312  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 DU0312
 DU0312  VERT ORDER  -  FIRST     CLASS II
 DU0312
 DU0312.The horizontal coordinates were scaled from a topographic map and have
 DU0312.an estimated accuracy of +/- 6 seconds.
 DU0312
 DU0312.The orthometric height was determined by differential leveling
 DU0312.and adjusted by the National Geodetic Survey in June 1991..
 DU0312
 DU0312.The geoid height was determined by GEOID03.
 DU0312
 DU0312.The dynamic height is computed by dividing the NAVD 88
 DU0312.geopotential number by the normal gravity value computed on the
 DU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0312.degrees latitude (g = 980.6199 gals.).
 DU0312
 DU0312.The modeled gravity was interpolated from observed gravity values.
 DU0312
 DU0312;                    North         East    Units  Estimated Accuracy
 DU0312;SPC AZ E     -   282,760.      142,220.      MT  (+/- 180 meters Scaled)
 DU0312
 DU0312                          SUPERSEDED SURVEY CONTROL
 DU0312
 DU0312  NGVD 29 (??/??/92) 1213.135  (m)         3980.09   (f) ADJ UNCH    1 2
 DU0312
 DU0312.Superseded values are not recommended for survey control.
 DU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0312.See file dsdata.txt to determine how the superseded data were derived.
 DU0312
 DU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC062120(NAD 83)
 DU0312_MARKER: DB = BENCH MARK DISK
 DU0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0312_STAMPING: 3980.094 F 17 1933
 DU0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0312+STABILITY: SURFACE MOTION
 DU0312
 DU0312  HISTORY     - Date     Condition        Report By
 DU0312  HISTORY     - 1933     MONUMENTED       CGS
 DU0312  HISTORY     - 1934     GOOD             NGS
 DU0312  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0312
 DU0312                          STATION DESCRIPTION
 DU0312
 DU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0312'16.4 MI N FROM GLOBE.
 DU0312'16.4 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY GLOBE, GILA COUNTY,
 DU0312'NEAR THE SUMMIT OF A GRADE, 30 FEET NORTH OF THE CENTERLINE OF THE
 DU0312'HIGHWAY, AND 2 FEET SOUTH OF AN IRON POST MARKED HIGHEST POINT OF
 DU0312'TRAIL 3980 FEET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DU0312'INCHES ABOVE GROUND.
 DU0312
 DU0312                          STATION RECOVERY (1934)
 DU0312
 DU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0312'RECOVERED IN GOOD CONDITION.
 DU0312
 DU0312                          STATION RECOVERY (1979)
 DU0312
 DU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0312'NOTE=THIS AREA IS NOW A HIGHWAY TURNOUT. THE IRON
 DU0312'POST AND SIGN ARE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0309 ***********************************************************************
 CZ0309  DESIGNATION -  F 19
 CZ0309  PID         -  CZ0309
 CZ0309  STATE/COUNTY-  AZ/PINAL
 CZ0309  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0309
 CZ0309                         *CURRENT SURVEY CONTROL
 CZ0309  ___________________________________________________________________
 CZ0309* NAD 83(1986)-  32 34 31.     (N)    110 55 11.     (W)     SCALED    
 CZ0309* NAVD 88     -      1056.19   (+/-2cm)    3465.2    (feet)  VERTCON   
 CZ0309  ___________________________________________________________________
 CZ0309  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CZ0309
 CZ0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0309
 CZ0309.The horizontal coordinates were scaled from a topographic map and have
 CZ0309.an estimated accuracy of +/- 6 seconds.
 CZ0309
 CZ0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0309.The vertical order pertains to the NGVD 29 superseded value.
 CZ0309
 CZ0309.The geoid height was determined by GEOID03.
 CZ0309
 CZ0309;                    North         East    Units  Estimated Accuracy
 CZ0309;SPC AZ C     -   175,090.      306,960.      MT  (+/- 180 meters Scaled)
 CZ0309
 CZ0309                          SUPERSEDED SURVEY CONTROL
 CZ0309
 CZ0309  NGVD 29 (??/??/92) 1055.471  (m)         3462.82   (f) ADJ UNCH    2 0
 CZ0309
 CZ0309.Superseded values are not recommended for survey control.
 CZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0309.See file dsdata.txt to determine how the superseded data were derived.
 CZ0309
 CZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB075042(NAD 83)
 CZ0309_MARKER: DB = BENCH MARK DISK
 CZ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0309_SP_SET: MONUMENT
 CZ0309_STAMPING: F 19 1933
 CZ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0309
 CZ0309  HISTORY     - Date     Condition        Report By
 CZ0309  HISTORY     - 1933     MONUMENTED       CGS
 CZ0309  HISTORY     - 1962     GOOD             NGS
 CZ0309
 CZ0309                          STATION DESCRIPTION
 CZ0309
 CZ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0309'1.7 MI NE FROM ORACLE JUNCTION.
 CZ0309'1.7 MILE NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE JUNCTION, 114
 CZ0309'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 77, 14.7 FEET NORTHWEST
 CZ0309'OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, A STANDARD DISK
 CZ0309'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 CZ0309'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0376 ***********************************************************************
 DU0376  HT_MOD      -  This is a Height Modernization Survey Station.
 DU0376  DESIGNATION -  F 20
 DU0376  PID         -  DU0376
 DU0376  STATE/COUNTY-  AZ/GILA
 DU0376  USGS QUAD   -  TONTO BASIN (1964)
 DU0376
 DU0376                         *CURRENT SURVEY CONTROL
 DU0376  ___________________________________________________________________
 DU0376* NAD 83(1992)-  33 48 33.78651(N)    111 17 01.92796(W)     ADJUSTED  
 DU0376* NAVD 88     -       720.78   (meters)    2364.8    (feet)  GPS OBS   
 DU0376  ___________________________________________________________________
 DU0376  X           -  -1,925,884.144 (meters)                     COMP
 DU0376  Y           -  -4,943,749.571 (meters)                     COMP
 DU0376  Z           -   3,529,284.123 (meters)                     COMP
 DU0376  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DU0376  ELLIP HEIGHT-         693.06  (meters)          (03/01/04) GPS OBS
 DU0376  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DU0376  DYNAMIC HT  -         719.85  (meters)    2361.7   (feet)  COMP
 DU0376  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 DU0376
 DU0376  HORZ ORDER  -  A
 DU0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0376  ELLP ORDER  -  FOURTH    CLASS I
 DU0376
 DU0376.The horizontal coordinates were established by GPS observations
 DU0376.and adjusted by the National Geodetic Survey in March 2004..
 DU0376
 DU0376.The orthometric height was determined by GPS observations and a
 DU0376.high-resolution geoid model using precise GPS observation and
 DU0376.processing techniques. It supersedes the leveled height previously
 DU0376.determined for this station.
 DU0376.The vertical order pertains to the first NAVD 88 superseded value.
 DU0376
 DU0376.Photographs are available for this station.
 DU0376
 DU0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0376
 DU0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0376
 DU0376.The ellipsoidal height was determined by GPS observations
 DU0376.and is referenced to NAD 83.
 DU0376
 DU0376.The geoid height was determined by GEOID03.
 DU0376
 DU0376.The dynamic height is computed by dividing the NAVD 88
 DU0376.geopotential number by the normal gravity value computed on the
 DU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0376.degrees latitude (g = 980.6199 gals.).
 DU0376
 DU0376.The modeled gravity was interpolated from observed gravity values.
 DU0376
 DU0376;                    North         East     Units Scale Factor Converg.
 DU0376;SPC AZ E     -   312,074.002   109,925.373   MT  1.00003185   -0 37 18.1
 DU0376;SPC AZ E     - 1,023,864.84    360,647.55   iFT  1.00003185   -0 37 18.1
 DU0376;UTM  12      - 3,741,057.523   473,726.874   MT  0.99960851   -0 09 28.6
 DU0376
 DU0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0376!SPC AZ E     -   0.99989121  x   1.00003185  =   0.99992306
 DU0376!UTM  12      -   0.99989121  x   0.99960851  =   0.99949976
 DU0376
 DU0376|---------------------------------------------------------------------|
 DU0376| PID    Reference Object                     Distance      Geod. Az  |
 DU0376|                                                           dddmmss.s |
 DU0376| DU1622 F 20 RM 1                            21.437 METERS 04024     |
 DU0376| CH4349 F 20 RM 2                            19.128 METERS 30151     |
 DU0376| CH4348 F 20 AZ MK                                         3353645.7 |
 DU0376|---------------------------------------------------------------------|
 DU0376
 DU0376                          SUPERSEDED SURVEY CONTROL
 DU0376
 DU0376  NAD 83(1992)-  33 48 33.78553(N)    111 17 01.93571(W) AD(       ) 1
 DU0376  NAD 83(1986)-  33 48 33.77706(N)    111 17 01.93726(W) AD(       ) 1
 DU0376  NAD 27      -  33 48 33.61200(N)    111 16 59.47300(W) AD(       ) 1
 DU0376  NAVD 88 (06/15/91)  720.841  (m)         2364.96   (f) ADJUSTED    1 2
 DU0376  NGVD 29 (??/??/92)  720.231  (m)         2362.96   (f) ADJ UNCH    1 2
 DU0376
 DU0376.Superseded values are not recommended for survey control.
 DU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0376.See file dsdata.txt to determine how the superseded data were derived.
 DU0376
 DU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7372741058(NAD 83)
 DU0376_MARKER: DB = BENCH MARK DISK
 DU0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0376_STAMPING: 2362.958 F 20 1933
 DU0376_MARK LOGO: CGS   
 DU0376_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0376+STABILITY: SURFACE MOTION
 DU0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0376+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DU0376
 DU0376  HISTORY     - Date     Condition        Report By
 DU0376  HISTORY     - 1933     MONUMENTED       CGS
 DU0376  HISTORY     - 1934     GOOD             NGS
 DU0376  HISTORY     - 1946     GOOD             CGS
 DU0376  HISTORY     - 1983     GOOD             NGS
 DU0376  HISTORY     - 1983     GOOD             NGS
 DU0376  HISTORY     - 20030814 GOOD             AZ-007
 DU0376
 DU0376                          STATION DESCRIPTION
 DU0376
 DU0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0376'5.4 MI S FROM TONTA BASIN.
 DU0376'5.4 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0376'BASIN, GILA COUNTY, ON A FLAT-TOPPED RIDGE AT THE SUMMIT OF A GRADE,
 DU0376'ON THE EAST SIDE OF A DRY CREEK, 18 FEET EAST OF A FENCE CORNER, AND
 DU0376'40 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DU0376'STAMPED 2362.958 F 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 DU0376'PROJECTING 6 INCHES ABOVE GROUND.
 DU0376
 DU0376                          STATION RECOVERY (1946)
 DU0376
 DU0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU0376'STATION IS LOCATED 5 MILES SSE OF TONTO, ARIZ., 13 MILES NW OF
 DU0376'ROOSEVELT, 1/2 MILE S OF CLINE CREEK AND ON E SIDE OF THE
 DU0376'ROOSEVELT-PAYSON HIGHWAY.
 DU0376'
 DU0376'TO REACH THE STATION FROM THE POST OFFICE IN TONTO, GO S ON THE
 DU0376'ROAD TO ROOSEVELT FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 DU0376'OR EAST SIDE OF ROAD, CONTINUE ON ROOSEVELT ROAD FOR 0.9 MILES
 DU0376'TO VICINITY OF STATION ON LEFT OR EAST SIDE OF ROAD.
 DU0376'
 DU0376'STATION MARK IS A STANDARD USC AND GS BENCH MARK STAMPED--F 20
 DU0376'1933, AND IS SET IN THE TOP OF A 12 IN X
 DU0376'12 IN CONCRETE POST, TOP OF WHICH IS 6 INCHES ABOVE THE SURROUNDING
 DU0376'SURFACE.  THIS MARK IS APPROX. 12 METERS EAST OF CENTERLINE OF THE
 DU0376'ROOSEVELT-PAYSON ROAD, 6 METERS EAST OF A FENCE CORNER, 1/2 METER
 DU0376'SOUTH OF FENCE LINE, AND APPROX. ON SAME LEVEL WITH ROAD.
 DU0376'
 DU0376'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--BM F
 DU0376'20 NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU0376'TOP OF WHICH IS 4 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 DU0376'MARK IS NE OF STATION AND APPROX. 1 FT. BELOW STATION.
 DU0376'
 DU0376'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--BM F
 DU0376'20 NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU0376'TOP OF WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 DU0376'THIS MARK IS WNW OF STATION AND APPROX. ON SAME LEVEL WITH
 DU0376'STATION.
 DU0376'
 DU0376'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--BM F 20 1946,
 DU0376'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER.  THIS MARK IS
 DU0376'APPROX. 3/4 MILE NNW OF STATION, APPROX. 30 METERS EAST OF
 DU0376'CENTERLINE OF ROOSEVELT-PAYSON HIGHWAY, 2 METERS WEST OF A N-S
 DU0376'FENCE LINE, AND APPROX 30 METERS WEST OF A N-S TELEPHONE LINE.
 DU0376
 DU0376                          STATION RECOVERY (1983)
 DU0376
 DU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 DU0376'BM F 20 1933, BM F 20 NO 1 1946 AND BM F 20 NO 2 1946 WERE RECOVERED
 DU0376'IN GOOD CONDITION.
 DU0376
 DU0376                          STATION RECOVERY (1983)
 DU0376
 DU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0376'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0376'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0376'PUNKIN CENTER, AT A FENCE CORNER ON A FLAT TOPPED RIDGE AT THE CREST
 DU0376'OF A SMALL GRADE, 0.4 KM (0.25 MI) EAST OF SYCAMORE CREEK, 0.3 KM (0.2
 DU0376'MI) NORTHWEST OF MILEPOST 257, 67.4 METERS (221 FT) NORTH OF THE NEW
 DU0376'HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTHEAST OF THE CENTER OF THE
 DU0376'OLD HIGHWAY GRADE, 29.5 METERS (97 FT) NORTH OF THE RIGHT OF WAY
 DU0376'FENCE, 5.5 METERS (18 FT) EAST OF A FENCE CORNER, 0.7 METER (2 FT)
 DU0376'SOUTH OF AN OLD FENCE LINE.
 DU0376'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DU0376'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE.
 DU0376
 DU0376                          STATION RECOVERY (2003)
 DU0376
 DU0376'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU0376'NEW STATION DESCRIPTION  (2003)
 DU0376' 
 DU0376'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU0376' 
 DU0376'IN TONTO BASIN FROM THE INTERSECTION OF SR-188 AND THE SOUTH ENTRANCE
 DU0376'TO BUTCHER HOOK, TRAVEL 1.5 MILES SOUTH ON SR-188 TO A TURN OUT ON THE
 DU0376'RIGHT SIDE AT MP 257.  TRAVEL THROUGH AN UNLOCKED GATE AND FOLLOW THE
 DU0376'DIRT ROAD TO THE LEFT TO THE MONUMENT.
 DU0376' 
 DU0376'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1622 ***********************************************************************
 DU1622  DESIGNATION -  F 20 RM 1
 DU1622  PID         -  DU1622
 DU1622  STATE/COUNTY-  AZ/GILA
 DU1622  USGS QUAD   -  TONTO BASIN (1964)
 DU1622
 DU1622                         *CURRENT SURVEY CONTROL
 DU1622  ___________________________________________________________________
 DU1622* NAD 83(1986)-  33 48 33.     (N)    111 17 01.     (W)     SCALED    
 DU1622* NAVD 88     -       720.130  (meters)    2362.63   (feet)  ADJUSTED  
 DU1622  ___________________________________________________________________
 DU1622  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DU1622  DYNAMIC HT  -         719.208 (meters)    2359.60  (feet)  COMP
 DU1622  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 DU1622
 DU1622  VERT ORDER  -  FIRST     CLASS II
 DU1622
 DU1622.The horizontal coordinates were scaled from a topographic map and have
 DU1622.an estimated accuracy of +/- 6 seconds.
 DU1622
 DU1622.The orthometric height was determined by differential leveling
 DU1622.and adjusted by the National Geodetic Survey in June 1991..
 DU1622
 DU1622.The geoid height was determined by GEOID03.
 DU1622
 DU1622.The dynamic height is computed by dividing the NAVD 88
 DU1622.geopotential number by the normal gravity value computed on the
 DU1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1622.degrees latitude (g = 980.6199 gals.).
 DU1622
 DU1622.The modeled gravity was interpolated from observed gravity values.
 DU1622
 DU1622;                    North         East    Units  Estimated Accuracy
 DU1622;SPC AZ E     -   312,050.      109,950.      MT  (+/- 180 meters Scaled)
 DU1622
 DU1622                          SUPERSEDED SURVEY CONTROL
 DU1622
 DU1622.No superseded survey control is available for this station.
 DU1622
 DU1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC737410(NAD 83)
 DU1622_MARKER: DR = REFERENCE MARK DISK
 DU1622_SETTING: 80 = SET IN A BOULDER
 DU1622_SP_SET: BOULDER
 DU1622_STAMPING: BM F 20 NO 1 1946
 DU1622_MARK LOGO: CGS   
 DU1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1622+STABILITY: SURFACE MOTION
 DU1622
 DU1622  HISTORY     - Date     Condition        Report By
 DU1622  HISTORY     - 1946     MONUMENTED       CGS
 DU1622  HISTORY     - 1983     GOOD             NGS
 DU1622
 DU1622                          STATION DESCRIPTION
 DU1622
 DU1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1622'8.0 KM (5.0 MI) SOUTH FROM PUNKIN CENTER.
 DU1622'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1622'PUNKIN CENTER, ON A FLAT TOPPED RIDGE AT THE CREST OF A SMALL GRADE,
 DU1622'88.7 METERS (291 FT) NORTH OF THE NEW HIGHWAY CENTERLINE, 34.1 METERS
 DU1622'(112 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY GRADE, 50.8 METERS
 DU1622'(167 FT) NORTH OF THE RIGHT OF WAY FENCE, 25.3 METERS (83 FT)
 DU1622'NORTHEAST OF A FENCE CORNER, 22.0 METERS (72 FT) NORTH OF THE STATION,
 DU1622'21.3 METERS (70 FT) NORTH OF THE OLD FENCE LINE.
 DU1622'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0412 ***********************************************************************
 DU0412  DESIGNATION -  F 21
 DU0412  PID         -  DU0412
 DU0412  STATE/COUNTY-  AZ/MARICOPA
 DU0412  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0412
 DU0412                         *CURRENT SURVEY CONTROL
 DU0412  ___________________________________________________________________
 DU0412* NAD 83(1986)-  33 34 04.     (N)    111 14 07.     (W)     SCALED    
 DU0412* NAVD 88     -       804.666  (meters)    2639.97   (feet)  ADJUSTED  
 DU0412  ___________________________________________________________________
 DU0412  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DU0412  DYNAMIC HT  -         803.628 (meters)    2636.57  (feet)  COMP
 DU0412  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 DU0412
 DU0412  VERT ORDER  -  FIRST     CLASS II
 DU0412
 DU0412.The horizontal coordinates were scaled from a topographic map and have
 DU0412.an estimated accuracy of +/- 6 seconds.
 DU0412
 DU0412.The orthometric height was determined by differential leveling
 DU0412.and adjusted by the National Geodetic Survey in June 1991..
 DU0412
 DU0412.The geoid height was determined by GEOID03.
 DU0412
 DU0412.The dynamic height is computed by dividing the NAVD 88
 DU0412.geopotential number by the normal gravity value computed on the
 DU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0412.degrees latitude (g = 980.6199 gals.).
 DU0412
 DU0412.The modeled gravity was interpolated from observed gravity values.
 DU0412
 DU0412;                    North         East    Units  Estimated Accuracy
 DU0412;SPC AZ C     -   284,930.      276,620.      MT  (+/- 180 meters Scaled)
 DU0412
 DU0412                          SUPERSEDED SURVEY CONTROL
 DU0412
 DU0412  NGVD 29 (??/??/92)  804.049  (m)         2637.95   (f) ADJ UNCH    1 2
 DU0412
 DU0412.Superseded values are not recommended for survey control.
 DU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0412.See file dsdata.txt to determine how the superseded data were derived.
 DU0412
 DU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC781142(NAD 83)
 DU0412_MARKER: DB = BENCH MARK DISK
 DU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0412_STAMPING: F 21 1933
 DU0412_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0412+STABILITY: SURFACE MOTION
 DU0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0412+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU0412
 DU0412  HISTORY     - Date     Condition        Report By
 DU0412  HISTORY     - 1933     MONUMENTED       CGS
 DU0412  HISTORY     - 1963     GOOD             NGS
 DU0412  HISTORY     - 1980     GOOD             NGS
 DU0412  HISTORY     - 20040403 GOOD             USPSQD
 DU0412  HISTORY     - 20060812 GOOD             GEOCAC
 DU0412
 DU0412                          STATION DESCRIPTION
 DU0412
 DU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0412'14.2 MI SW FROM ROOSEVELT.
 DU0412'IN MARICOPA COUNTY, 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0412'ROOSEVELT, 0.4 MILE NORTH OF A ROAD LEADING TO APACHE LAKE FOREST
 DU0412'CAMP, 0.3 MILE SOUTH OF MILEPOST 230, 55.0 FEET NORTH OF THE
 DU0412'CENTERLINE OF THE HIGHWAY, 20.0 FEET NORTH OF THE NORTHWEST CORNER OF
 DU0412'A CONCRETE WATER TANK, LEVEL WITH THE HIGHWAY LEVEL, SET IN THE TOP OF
 DU0412'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND AND 2.2 FEET EAST
 DU0412'OF THE WHITE WOODEN WITNESS POST.
 DU0412
 DU0412                          STATION RECOVERY (1980)
 DU0412
 DU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0412'19.3 KM (12.0 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0412'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.55 KM (0.35 MI)
 DU0412'SOUTHWEST OF HIGHWAY MILEPOST 230, 0.55 KM (0.35 MI) NORTHEAST OF THE
 DU0412'JUNCTION OF A ROAD TO APACHE LAKE, 16.7 METERS (55.0 FT) NORTHWEST OF
 DU0412'THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20.0 FT) NORTHWEST OF
 DU0412'THE NORTH CORNER OF A CONCRETE WATERING TROUGH.
 DU0412'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU0412'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0412
 DU0412                          STATION RECOVERY (2004)
 DU0412
 DU0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0412'RECOVERED  AS DESCRIBED
 DU0412
 DU0412                          STATION RECOVERY (2006)
 DU0412
 DU0412'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0781 ***********************************************************************
 DU0781  DESIGNATION -  F 22
 DU0781  PID         -  DU0781
 DU0781  STATE/COUNTY-  AZ/MARICOPA
 DU0781  USGS QUAD   -  BUCKHORN (1982)
 DU0781
 DU0781                         *CURRENT SURVEY CONTROL
 DU0781  ___________________________________________________________________
 DU0781* NAD 83(1986)-  33 24 55.     (N)    111 43 10.     (W)     SCALED    
 DU0781* NAVD 88     -       410.30   (+/-2cm)    1346.1    (feet)  VERTCON   
 DU0781  ___________________________________________________________________
 DU0781  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0781
 DU0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0781
 DU0781.The horizontal coordinates were scaled from a topographic map and have
 DU0781.an estimated accuracy of +/- 6 seconds.
 DU0781
 DU0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0781.The vertical order pertains to the NGVD 29 superseded value.
 DU0781
 DU0781.The geoid height was determined by GEOID03.
 DU0781
 DU0781;                    North         East    Units  Estimated Accuracy
 DU0781;SPC AZ C     -   267,820.      231,700.      MT  (+/- 180 meters Scaled)
 DU0781
 DU0781                          SUPERSEDED SURVEY CONTROL
 DU0781
 DU0781  NGVD 29 (??/??/92)  409.774  (m)         1344.40   (f) ADJ UNCH    2 0
 DU0781
 DU0781.Superseded values are not recommended for survey control.
 DU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0781.See file dsdata.txt to determine how the superseded data were derived.
 DU0781
 DU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB331975(NAD 83)
 DU0781_MARKER: DB = BENCH MARK DISK
 DU0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0781_SP_SET: IRRIGATION CANAL
 DU0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0781
 DU0781  HISTORY     - Date     Condition        Report By
 DU0781  HISTORY     - UNK      MONUMENTED       CGS
 DU0781  HISTORY     - 1933     GOOD             NGS
 DU0781  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0781  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU0781
 DU0781                          STATION DESCRIPTION
 DU0781
 DU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0781'6.2 MI E FROM MESA.
 DU0781'AT SIDE OF HIGHWAY, ON TOP OF CONCRETE CROSSCHECK OF IRRIGATION CANAL,
 DU0781'35 FEET SOUTH OF HIGHWAY CENTERLINE.
 DU0781
 DU0781                          STATION RECOVERY (1992)
 DU0781
 DU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0781'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0781'DESTROYED.
 DU0781
 DU0781                          STATION RECOVERY (2006)
 DU0781
 DU0781'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0781'THIS EASTBOUND LANE OF MAIN STREET IS WIDER THEN 35 FEET. THE RAILING
 DU0781'ON THE BRIDGE THAT CROSSES THE CANAL IN THIS AREA HAS A DATE STAMP OF
 DU0781'1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0942 ***********************************************************************
 DU0942  DESIGNATION -  F 23
 DU0942  PID         -  DU0942
 DU0942  STATE/COUNTY-  AZ/MARICOPA
 DU0942  USGS QUAD   -  TEMPE (1982)
 DU0942
 DU0942                         *CURRENT SURVEY CONTROL
 DU0942  ___________________________________________________________________
 DU0942* NAD 83(1986)-  33 26 33.     (N)    111 58 33.     (W)     SCALED    
 DU0942* NAVD 88     -       353.97   (+/-2cm)    1161.3    (feet)  VERTCON   
 DU0942  ___________________________________________________________________
 DU0942  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0942
 DU0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0942
 DU0942.The horizontal coordinates were scaled from a topographic map and have
 DU0942.an estimated accuracy of +/- 6 seconds.
 DU0942
 DU0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0942.The vertical order pertains to the NGVD 29 superseded value.
 DU0942
 DU0942.The geoid height was determined by GEOID03.
 DU0942
 DU0942;                    North         East    Units  Estimated Accuracy
 DU0942;SPC AZ C     -   270,830.      207,860.      MT  (+/- 180 meters Scaled)
 DU0942
 DU0942                          SUPERSEDED SURVEY CONTROL
 DU0942
 DU0942  NGVD 29 (??/??/92)  353.317  (m)         1159.17   (f) ADJ UNCH    2 0
 DU0942
 DU0942.Superseded values are not recommended for survey control.
 DU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0942.See file dsdata.txt to determine how the superseded data were derived.
 DU0942
 DU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC092007(NAD 83)
 DU0942_MARKER: DB = BENCH MARK DISK
 DU0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0942_SP_SET: FOUNDATION
 DU0942_STAMPING: F 23 1933 1159.315
 DU0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0942
 DU0942  HISTORY     - Date     Condition        Report By
 DU0942  HISTORY     - 1933     MONUMENTED       CGS
 DU0942  HISTORY     - 1963     POOR             NGS
 DU0942
 DU0942                          STATION DESCRIPTION
 DU0942
 DU0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0942'2.3 MI W FROM TEMPE.
 DU0942'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TEMPE,
 DU0942'ABOUT 0.2 MILE EAST OF THE CROSSING OF SOUTH 48TH STREET, SET IN TOP
 DU0942'OF A SQUARE CONCRETE FOUNDATION BLOCK NORTH OF AN ABANDONED CEMENT
 DU0942'PLANT, 25 FEET SOUTH OF THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 DU0942'THE TRACK.  NOTE-- IT APPEARS THAT THE MARK HAS BEEN TAMPERED WITH AS
 DU0942'THE DISK IS LOOSE, AND ABOUT 1 INCH OF THE SHANK IS EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0924 ***********************************************************************
 DV0924  DESIGNATION -  F 24
 DV0924  PID         -  DV0924
 DV0924  STATE/COUNTY-  AZ/MARICOPA
 DV0924  USGS QUAD   -  WITTMANN (1981)
 DV0924
 DV0924                         *CURRENT SURVEY CONTROL
 DV0924  ___________________________________________________________________
 DV0924* NAD 83(1986)-  33 48 53.     (N)    112 34 31.     (W)     SCALED    
 DV0924* NAVD 88     -       569.155  (meters)    1867.30   (feet)  POSTED    
 DV0924  ___________________________________________________________________
 DV0924  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0924  DYNAMIC HT  -         568.480 (meters)    1865.09  (feet)  COMP
 DV0924  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 DV0924
 DV0924  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0924
 DV0924.The horizontal coordinates were scaled from a topographic map and have
 DV0924.an estimated accuracy of +/- 6 seconds.
 DV0924
 DV0924.The orthometric height was determined by differential leveling
 DV0924.and adjusted by the National Geodetic Survey in November 2005..
 DV0924.No vertical observational check was made to the station.
 DV0924.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0924.was located on a no-check spur therefore a value was not computed.
 DV0924
 DV0924.The geoid height was determined by GEOID03.
 DV0924
 DV0924.The dynamic height is computed by dividing the NAVD 88
 DV0924.geopotential number by the normal gravity value computed on the
 DV0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0924.degrees latitude (g = 980.6199 gals.).
 DV0924
 DV0924.The modeled gravity was interpolated from observed gravity values.
 DV0924
 DV0924;                    North         East    Units  Estimated Accuracy
 DV0924;SPC AZ C     -   312,300.      152,390.      MT  (+/- 180 meters Scaled)
 DV0924
 DV0924                          SUPERSEDED SURVEY CONTROL
 DV0924
 DV0924  NGVD 29 (??/??/92)  568.619  (m)         1865.54   (f) ADJ UNCH    2 0
 DV0924
 DV0924.Superseded values are not recommended for survey control.
 DV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0924.See file dsdata.txt to determine how the superseded data were derived.
 DV0924
 DV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC542427(NAD 83)
 DV0924_MARKER: DB = BENCH MARK DISK
 DV0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0924_SP_SET: CULVERT
 DV0924_STAMPING: F 24 1933
 DV0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0924
 DV0924  HISTORY     - Date     Condition        Report By
 DV0924  HISTORY     - 1933     MONUMENTED       CGS
 DV0924  HISTORY     - 1939     GOOD             NGS
 DV0924
 DV0924                          STATION DESCRIPTION
 DV0924
 DV0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0924'3.7 MI SE FROM HOT SPRINGS JUNCTION.
 DV0924'3.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0924'FROM HOT SPRINGS JUNCTION, 0.2 MILE SOUTHEAST OF MILEPOST 154, NEAR
 DV0924'BIG CHIEF STORE, AT CULVERT B 155, AND IN THE TOP OF THE SOUTHWEST
 DV0924'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED F 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0992 ***********************************************************************
 DV0992  DESIGNATION -  F 25
 DV0992  PID         -  DV0992
 DV0992  STATE/COUNTY-  AZ/MARICOPA
 DV0992  USGS QUAD   -  AGUILA (1990)
 DV0992
 DV0992                         *CURRENT SURVEY CONTROL
 DV0992  ___________________________________________________________________
 DV0992* NAD 83(1986)-  33 55 47.     (N)    113 14 19.     (W)     SCALED    
 DV0992* NAVD 88     -       660.35   (+/-2cm)    2166.5    (feet)  VERTCON   
 DV0992  ___________________________________________________________________
 DV0992  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0992
 DV0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0992
 DV0992.The horizontal coordinates were scaled from a topographic map and have
 DV0992.an estimated accuracy of +/- 6 seconds.
 DV0992
 DV0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0992.The vertical order pertains to the NGVD 29 superseded value.
 DV0992
 DV0992.The geoid height was determined by GEOID03.
 DV0992
 DV0992;                    North         East    Units  Estimated Accuracy
 DV0992;SPC AZ C     -   325,650.       91,140.      MT  (+/- 180 meters Scaled)
 DV0992
 DV0992                          SUPERSEDED SURVEY CONTROL
 DV0992
 DV0992  NGVD 29 (??/??/92)  659.653  (m)         2164.21   (f) ADJ UNCH    2 0
 DV0992
 DV0992.Superseded values are not recommended for survey control.
 DV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0992.See file dsdata.txt to determine how the superseded data were derived.
 DV0992
 DV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC930566(NAD 83)
 DV0992_MARKER: DB = BENCH MARK DISK
 DV0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0992_STAMPING: F 25 1933
 DV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0992+STABILITY: SURFACE MOTION
 DV0992
 DV0992  HISTORY     - Date     Condition        Report By
 DV0992  HISTORY     - 1933     MONUMENTED       CGS
 DV0992  HISTORY     - 1934     GOOD             NGS
 DV0992
 DV0992                          STATION DESCRIPTION
 DV0992
 DV0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0992'3.8 MI W FROM AGUILA.
 DV0992'3.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0992'AGUILA, MARICOPA COUNTY, 45 FEET NORTH OF MILEPOST 26, 85 FEET NORTH
 DV0992'OF THE CENTERLINE OF THE TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF
 DV0992'THE HIGHWAY.  A STANDARD DISK, STAMPED F 25 1933 AND SET IN THE TOP OF
 DV0992'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0044 ***********************************************************************
 FQ0044  DESIGNATION -  F 252
 FQ0044  PID         -  FQ0044
 FQ0044  STATE/COUNTY-  AZ/COCONINO
 FQ0044  USGS QUAD   -  TUCKER MESA (1983)
 FQ0044
 FQ0044                         *CURRENT SURVEY CONTROL
 FQ0044  ___________________________________________________________________
 FQ0044* NAD 83(1986)-  35 03 42.     (N)    110 49 02.     (W)     SCALED    
 FQ0044* NAVD 88     -      1514.484  (meters)    4968.77   (feet)  ADJUSTED  
 FQ0044  ___________________________________________________________________
 FQ0044  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0044  DYNAMIC HT  -        1512.474 (meters)    4962.18  (feet)  COMP
 FQ0044  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 FQ0044
 FQ0044  VERT ORDER  -  SECOND    CLASS 0
 FQ0044
 FQ0044.The horizontal coordinates were scaled from a topographic map and have
 FQ0044.an estimated accuracy of +/- 6 seconds.
 FQ0044
 FQ0044.The orthometric height was determined by differential leveling
 FQ0044.and adjusted by the National Geodetic Survey in June 1991..
 FQ0044
 FQ0044.The geoid height was determined by GEOID03.
 FQ0044
 FQ0044.The dynamic height is computed by dividing the NAVD 88
 FQ0044.geopotential number by the normal gravity value computed on the
 FQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0044.degrees latitude (g = 980.6199 gals.).
 FQ0044
 FQ0044.The modeled gravity was interpolated from observed gravity values.
 FQ0044
 FQ0044;                    North         East    Units  Estimated Accuracy
 FQ0044;SPC AZ C     -   450,970.      313,640.      MT  (+/- 180 meters Scaled)
 FQ0044
 FQ0044                          SUPERSEDED SURVEY CONTROL
 FQ0044
 FQ0044  NGVD 29 (??/??/92) 1513.715  (m)         4966.25   (f) ADJ UNCH    2 0
 FQ0044
 FQ0044.Superseded values are not recommended for survey control.
 FQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0044.See file dsdata.txt to determine how the superseded data were derived.
 FQ0044
 FQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD166798(NAD 83)
 FQ0044_MARKER: DB = BENCH MARK DISK
 FQ0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0044_SP_SET: BUILDING
 FQ0044_STAMPING: F 252 1939
 FQ0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0044
 FQ0044  HISTORY     - Date     Condition        Report By
 FQ0044  HISTORY     - 1939     MONUMENTED       CGS
 FQ0044  HISTORY     - 1956     MARK NOT FOUND   NGS
 FQ0044  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0044
 FQ0044                          STATION DESCRIPTION
 FQ0044
 FQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FQ0044'7.3 MI W FROM WINSLOW.
 FQ0044'IN COCONINO COUNTY, 7.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0044'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, 425 FEET WEST OF THE
 FQ0044'STATION SIGN AT MOQUI, 365 FEET WEST OF MILEPOST 293, 64 FEET NORTH OF
 FQ0044'THE CENTERLINE OF THE NORTH TRACK, IN THE SOUTH CONCRETE WALL OF A
 FQ0044'RAILROAD EMPLOYEE RESIDENCE, 0.6 FOOT EAST OF THE SOUTHWEST CORNER AND
 FQ0044'0.5 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 252 1939 AND
 FQ0044'SET VERTICALLY.
 FQ0044
 FQ0044                          STATION RECOVERY (1956)
 FQ0044
 FQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0044'MARK NOT FOUND.
 FQ0044
 FQ0044                          STATION RECOVERY (1983)
 FQ0044
 FQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0565 ***********************************************************************
 FS0565  DESIGNATION -  F 253
 FS0565  PID         -  FS0565
 FS0565  STATE/COUNTY-  AZ/MOHAVE
 FS0565  USGS QUAD   -  KINGMAN (1980)
 FS0565
 FS0565                         *CURRENT SURVEY CONTROL
 FS0565  ___________________________________________________________________
 FS0565* NAD 83(1986)-  35 11 38.     (N)    114 04 21.     (W)     SCALED    
 FS0565* NAVD 88     -      1029.791  (meters)    3378.57   (feet)  POSTED    
 FS0565  ___________________________________________________________________
 FS0565  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0565  DYNAMIC HT  -        1028.580 (meters)    3374.60  (feet)  COMP
 FS0565  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 FS0565
 FS0565  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0565
 FS0565.The horizontal coordinates were scaled from a topographic map and have
 FS0565.an estimated accuracy of +/- 6 seconds.
 FS0565
 FS0565.The orthometric height was determined by differential leveling
 FS0565.and adjusted by the National Geodetic Survey in 1992..
 FS0565.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0565.rate of 4.1 thru 8.0 mm/km.
 FS0565
 FS0565.The geoid height was determined by GEOID03.
 FS0565
 FS0565.The dynamic height is computed by dividing the NAVD 88
 FS0565.geopotential number by the normal gravity value computed on the
 FS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0565.degrees latitude (g = 980.6199 gals.).
 FS0565
 FS0565.The modeled gravity was interpolated from observed gravity values.
 FS0565
 FS0565;                    North         East    Units  Estimated Accuracy
 FS0565;SPC AZ W     -   465,150.      183,990.      MT  (+/- 180 meters Scaled)
 FS0565
 FS0565                          SUPERSEDED SURVEY CONTROL
 FS0565
 FS0565  NGVD 29 (??/??/92) 1029.001  (m)         3375.98   (f) ADJ UNCH    1 2
 FS0565
 FS0565.Superseded values are not recommended for survey control.
 FS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0565.See file dsdata.txt to determine how the superseded data were derived.
 FS0565
 FS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665984(NAD 83)
 FS0565_MARKER: DB = BENCH MARK DISK
 FS0565_SETTING: 66 = SET IN ROCK OUTCROP
 FS0565_SP_SET: ROCK OUTCROP
 FS0565_STAMPING: F 253 1940
 FS0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0565+STABILITY: POSITION/ELEVATION WELL
 FS0565
 FS0565  HISTORY     - Date     Condition        Report By
 FS0565  HISTORY     - 1940     MONUMENTED       CGS
 FS0565  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0565  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0565
 FS0565                          STATION DESCRIPTION
 FS0565
 FS0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FS0565'1.1 MI W FROM KINGMAN.
 FS0565'1.1 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON, TOPEKA
 FS0565'AND SANTA FE RAILWAY STATION AT KINGMAN, 0.1 MILE WEST OF THE
 FS0565'AKRON HOTEL COTTAGE, 110 FEET SOUTHEAST OF A SMALL SERVICE
 FS0565'STATION, ON THE NORTHSIDE OF A SMALL RAVINE, 41 FEET SOUTH OF
 FS0565'THE CENTERLINE OF THE HIGHWAY, 10.8 FEET NORTH OF A HIGHWAY
 FS0565'RIGHT-OF-WAY POST STA 41-43, COUNTERSUNK IN THE TOP OF A ROCK
 FS0565'OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED
 FS0565'F 253 1940.
 FS0565
 FS0565                          STATION RECOVERY (1966)
 FS0565
 FS0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0565'MARK NOT FOUND.
 FS0565
 FS0565                          STATION RECOVERY (1982)
 FS0565
 FS0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0565'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0364 ***********************************************************************
 FS0364  DESIGNATION -  F 254
 FS0364  PID         -  FS0364
 FS0364  STATE/COUNTY-  AZ/MOHAVE
 FS0364  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0364
 FS0364                         *CURRENT SURVEY CONTROL
 FS0364  ___________________________________________________________________
 FS0364* NAD 83(1986)-  35 32 36.     (N)    114 20 39.     (W)     SCALED    
 FS0364* NAVD 88     -       909.927  (meters)    2985.32   (feet)  ADJUSTED  
 FS0364  ___________________________________________________________________
 FS0364  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0364  DYNAMIC HT  -         908.889 (meters)    2981.91  (feet)  COMP
 FS0364  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 FS0364
 FS0364  VERT ORDER  -  FIRST     CLASS I
 FS0364
 FS0364.The horizontal coordinates were scaled from a topographic map and have
 FS0364.an estimated accuracy of +/- 6 seconds.
 FS0364
 FS0364.The orthometric height was determined by differential leveling
 FS0364.and adjusted by the National Geodetic Survey in June 1991..
 FS0364
 FS0364.The geoid height was determined by GEOID03.
 FS0364
 FS0364.The dynamic height is computed by dividing the NAVD 88
 FS0364.geopotential number by the normal gravity value computed on the
 FS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0364.degrees latitude (g = 980.6199 gals.).
 FS0364
 FS0364.The modeled gravity was interpolated from observed gravity values.
 FS0364
 FS0364;                    North         East    Units  Estimated Accuracy
 FS0364;SPC AZ W     -   504,030.      159,480.      MT  (+/- 180 meters Scaled)
 FS0364
 FS0364                          SUPERSEDED SURVEY CONTROL
 FS0364
 FS0364  NGVD 29 (??/??/92)  909.158  (m)         2982.80   (f) ADJ UNCH    1 1
 FS0364
 FS0364.Superseded values are not recommended for survey control.
 FS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0364.See file dsdata.txt to determine how the superseded data were derived.
 FS0364
 FS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV407365(NAD 83)
 FS0364_MARKER: DB = BENCH MARK DISK
 FS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0364_STAMPING: F 254 1941
 FS0364_MARK LOGO: CGS   
 FS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0364+STABILITY: SURFACE MOTION
 FS0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0364+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 FS0364
 FS0364  HISTORY     - Date     Condition        Report By
 FS0364  HISTORY     - 1941     MONUMENTED       CGS
 FS0364  HISTORY     - 1950     GOOD             NGS
 FS0364  HISTORY     - 1978     GOOD             LOCSUR
 FS0364  HISTORY     - 1982     GOOD             NGS
 FS0364  HISTORY     - 19870112 GOOD             USPSQD
 FS0364  HISTORY     - 20051011 GOOD             NGS
 FS0364
 FS0364                          STATION DESCRIPTION
 FS0364
 FS0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0364'11.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0364'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0364'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 0.9 MILE NORTHEAST
 FS0364'ALONG A DIRT ROAD LEADING TO PIERCES FERRY, ABOUT 130 YARDS WEST
 FS0364'OF A MASONRY FIREPLACE AND CONCRETE FOUNDATION OF THE FORMER SITE
 FS0364'OF A HOUSE, 303 FEET NORTHWEST OF THE CENTER LINE OF A GRADED
 FS0364'ROAD PARALLELING THE ROAD, 77 1/2 FEET SOUTHEAST OF THE CENTER
 FS0364'LINE OF THE ROAD, 3.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FS0364'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0364'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FS0364
 FS0364                          STATION RECOVERY (1978)
 FS0364
 FS0364'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (1982)
 FS0364
 FS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (1987)
 FS0364
 FS0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (2005)
 FS0364
 FS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0364'PIERCES FERRY ROAD HAS BEEN PAVED AND STRAIGHTENED.  OLD ALIGNMENT IS
 FS0364'BARELY VISIBLE AT SITE.  STATION IS THE FENCED, GRAVEL YARD BEHIND
 FS0364'HOUSE AT 14345 PIERCES FERRY ROAD, ABOUT 8 M SE OF POWER POLE 00223,
 FS0364'ABOUT 8 M E OF CENTER OF BULLHEAD ROAD AND ABOUT 3 M SE OF FIBERGLASS
 FS0364'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0545 ***********************************************************************
 ET0545  DESIGNATION -  F 255
 ET0545  PID         -  ET0545
 ET0545  STATE/COUNTY-  AZ/YAVAPAI
 ET0545  USGS QUAD   -  SIMMONS (1979)
 ET0545
 ET0545                         *CURRENT SURVEY CONTROL
 ET0545  ___________________________________________________________________
 ET0545* NAD 83(1986)-  34 49 05.     (N)    112 37 55.     (W)     SCALED    
 ET0545* NAVD 88     -      1387.941  (meters)    4553.60   (feet)  POSTED    
 ET0545  ___________________________________________________________________
 ET0545  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0545  DYNAMIC HT  -        1386.120 (meters)    4547.63  (feet)  COMP
 ET0545  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 ET0545
 ET0545  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0545
 ET0545.The horizontal coordinates were scaled from a topographic map and have
 ET0545.an estimated accuracy of +/- 6 seconds.
 ET0545
 ET0545.The orthometric height was determined by differential leveling
 ET0545.and adjusted by the National Geodetic Survey in November 2005..
 ET0545.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0545.rate of 0.0 thru 1.0 mm/km.
 ET0545
 ET0545.The geoid height was determined by GEOID03.
 ET0545
 ET0545.The dynamic height is computed by dividing the NAVD 88
 ET0545.geopotential number by the normal gravity value computed on the
 ET0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0545.degrees latitude (g = 980.6199 gals.).
 ET0545
 ET0545.The modeled gravity was interpolated from observed gravity values.
 ET0545
 ET0545;                    North         East    Units  Estimated Accuracy
 ET0545;SPC AZ C     -   423,630.      147,930.      MT  (+/- 180 meters Scaled)
 ET0545
 ET0545                          SUPERSEDED SURVEY CONTROL
 ET0545
 ET0545  NGVD 29 (??/??/92) 1387.142  (m)         4550.98   (f) ADJ UNCH    2 0
 ET0545
 ET0545.Superseded values are not recommended for survey control.
 ET0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0545.See file dsdata.txt to determine how the superseded data were derived.
 ET0545
 ET0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD507540(NAD 83)
 ET0545_MARKER: DB = BENCH MARK DISK
 ET0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0545_SP_SET: CURB
 ET0545_STAMPING: F 255 1941
 ET0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0545
 ET0545  HISTORY     - Date     Condition        Report By
 ET0545  HISTORY     - 1941     MONUMENTED       CGS
 ET0545  HISTORY     - 1974     GOOD             USGS
 ET0545
 ET0545                          STATION DESCRIPTION
 ET0545
 ET0545'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0545'IN SIMMONS.
 ET0545'AT SIMMONS, AT THE CONCRETE BRIDGE OVER WILLIAMSON VALLEY WASH, IN THE
 ET0545'CONCRETE CURB AT THE SOUTHEAST END, 12 FEET EAST OF THE CENTER LINE OF
 ET0545'THE ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 1 FOOT
 ET0545'WEST OF A BRONZE COUNTY NAME PLATE, AND ABOUT 0.4 FOOT HIGHER THAN THE
 ET0545'ROAD.  A STANDARD USC AND GS DISK STAMPED F 255 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0415 ***********************************************************************
 GR0415  DESIGNATION -  F 256
 GR0415  PID         -  GR0415
 GR0415  STATE/COUNTY-  AZ/MOHAVE
 GR0415  USGS QUAD   -  BONELLI BAY (1983)
 GR0415
 GR0415                         *CURRENT SURVEY CONTROL
 GR0415  ___________________________________________________________________
 GR0415* NAD 83(1986)-  36 03 08.     (N)    114 27 42.     (W)     SCALED    
 GR0415* NAVD 88     -       362.399  (meters)    1188.97   (feet)  POSTED    
 GR0415  ___________________________________________________________________
 GR0415  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0415  DYNAMIC HT  -         362.040 (meters)    1187.79  (feet)  COMP
 GR0415  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 GR0415
 GR0415  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0415
 GR0415.The horizontal coordinates were scaled from a topographic map and have
 GR0415.an estimated accuracy of +/- 6 seconds.
 GR0415
 GR0415.The orthometric height was determined by differential leveling
 GR0415.and adjusted by the National Geodetic Survey in 1992..
 GR0415.No vertical observational check was made to the station.
 GR0415.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0415.was located on a no-check spur therefore a value was not computed.
 GR0415
 GR0415.The geoid height was determined by GEOID03.
 GR0415
 GR0415.The dynamic height is computed by dividing the NAVD 88
 GR0415.geopotential number by the normal gravity value computed on the
 GR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0415.degrees latitude (g = 980.6199 gals.).
 GR0415
 GR0415.The modeled gravity was interpolated from observed gravity values.
 GR0415
 GR0415;                    North         East    Units  Estimated Accuracy
 GR0415;SPC AZ W     -   560,560.      149,240.      MT  (+/- 180 meters Scaled)
 GR0415
 GR0415                          SUPERSEDED SURVEY CONTROL
 GR0415
 GR0415  NGVD 29 (??/??/92)  361.686  (m)         1186.63   (f) ADJ UNCH    1 1
 GR0415
 GR0415.Superseded values are not recommended for survey control.
 GR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0415.See file dsdata.txt to determine how the superseded data were derived.
 GR0415
 GR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV286927(NAD 83)
 GR0415_MARKER: DB = BENCH MARK DISK
 GR0415_SETTING: 80 = SET IN A BOULDER
 GR0415_SP_SET: BOULDER
 GR0415_STAMPING: F 256 1940
 GR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0415+STABILITY: SURFACE MOTION
 GR0415
 GR0415  HISTORY     - Date     Condition        Report By
 GR0415  HISTORY     - 1940     MONUMENTED       CGS
 GR0415  HISTORY     - 1950     POOR             NGS
 GR0415  HISTORY     - 1963     POOR             NGS
 GR0415
 GR0415                          STATION DESCRIPTION
 GR0415
 GR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0415'IN MOUTH OF DETRITAL WASH.
 GR0415'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0415'EAST EDGE OF THE WASH, ON THE WEST SLOPE OF THE NORTHWEST END OF A
 GR0415'RIDGE BETWEEN TWO DEEP RAVINES, 129.2 FEET WEST OF B.M. P 289, IN THE
 GR0415'TOP OF A SMALL UNEMBEDDED BOULDER, AND ABOUT 20 FEET HIGHER THAN THE
 GR0415'BED OF THE WASH.  NOTE-- THE BOULDER IN WHICH THIS MARK WAS SET HAS
 GR0415'BEEN UNDERMINED BY THE WATERS OF LAKE MEAD AND HAS SETTLED SO THAT THE
 GR0415'DISK IS NOW SETTING AT AN ANGLE.
 GR0415
 GR0415                          STATION RECOVERY (1963)
 GR0415
 GR0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0266 ***********************************************************************
 FR0266  DESIGNATION -  F 257
 FR0266  PID         -  FR0266
 FR0266  STATE/COUNTY-  AZ/YAVAPAI
 FR0266  USGS QUAD   -  PURCELL CANYON (1973)
 FR0266
 FR0266                         *CURRENT SURVEY CONTROL
 FR0266  ___________________________________________________________________
 FR0266* NAD 83(1986)-  35 08 00.     (N)    112 53 48.     (W)     SCALED    
 FR0266* NAVD 88     -      1609.99   (+/-2cm)    5282.1    (feet)  VERTCON   
 FR0266  ___________________________________________________________________
 FR0266  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FR0266
 FR0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0266
 FR0266.The horizontal coordinates were scaled from a topographic map and have
 FR0266.an estimated accuracy of +/- 6 seconds.
 FR0266
 FR0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0266.The vertical order pertains to the NGVD 29 superseded value.
 FR0266
 FR0266.The geoid height was determined by GEOID03.
 FR0266
 FR0266;                    North         East    Units  Estimated Accuracy
 FR0266;SPC AZ C     -   458,810.      124,050.      MT  (+/- 180 meters Scaled)
 FR0266
 FR0266                          SUPERSEDED SURVEY CONTROL
 FR0266
 FR0266  NGVD 29 (??/??/92) 1609.072  (m)         5279.10   (f) ADJ UNCH    2 0
 FR0266
 FR0266.Superseded values are not recommended for survey control.
 FR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0266.See file dsdata.txt to determine how the superseded data were derived.
 FR0266
 FR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD271894(NAD 83)
 FR0266_MARKER: DB = BENCH MARK DISK
 FR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0266_STAMPING: F 257 1941
 FR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0266+STABILITY: SURFACE MOTION
 FR0266
 FR0266  HISTORY     - Date     Condition        Report By
 FR0266  HISTORY     - 1941     MONUMENTED       CGS
 FR0266  HISTORY     - 1973     GOOD             USGS
 FR0266
 FR0266                          STATION DESCRIPTION
 FR0266
 FR0266'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0266'16.5 MI SE FROM SELIGMAN.
 FR0266'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0266'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0266'15.6 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, 47 FT.
 FR0266'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION AND ABOUT LEVEL WITH
 FR0266'THE ROAD.  A STANDARD DISK, STAMPED F 257 1941 AND SET IN THE TOP OF A
 FR0266'CONCRETE POST PROJECTING 0.7 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0502 ***********************************************************************
 DV0502  DESIGNATION -  F 259
 DV0502  PID         -  DV0502
 DV0502  STATE/COUNTY-  AZ/MARICOPA
 DV0502  USGS QUAD   -  TOLLESON (1982)
 DV0502
 DV0502                         *CURRENT SURVEY CONTROL
 DV0502  ___________________________________________________________________
 DV0502* NAD 83(1986)-  33 29 56.     (N)    112 21 45.     (W)     SCALED    
 DV0502* NAVD 88     -       318.74   (+/-2cm)    1045.7    (feet)  VERTCON   
 DV0502  ___________________________________________________________________
 DV0502  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0502
 DV0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0502
 DV0502.The horizontal coordinates were scaled from a topographic map and have
 DV0502.an estimated accuracy of +/- 6 seconds.
 DV0502
 DV0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0502.The vertical order pertains to the NGVD 29 superseded value.
 DV0502
 DV0502.The geoid height was determined by GEOID03.
 DV0502
 DV0502;                    North         East    Units  Estimated Accuracy
 DV0502;SPC AZ C     -   277,170.      171,940.      MT  (+/- 180 meters Scaled)
 DV0502
 DV0502                          SUPERSEDED SURVEY CONTROL
 DV0502
 DV0502  NGVD 29 (??/??/92)  318.180  (m)         1043.90   (f) ADJ UNCH    2 0
 DV0502
 DV0502.Superseded values are not recommended for survey control.
 DV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0502.See file dsdata.txt to determine how the superseded data were derived.
 DV0502
 DV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC734074(NAD 83)
 DV0502_MARKER: DB = BENCH MARK DISK
 DV0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0502_STAMPING: F 259 1945
 DV0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0502+STABILITY: SURFACE MOTION
 DV0502
 DV0502  HISTORY     - Date     Condition        Report By
 DV0502  HISTORY     - 1945     MONUMENTED       CGS
 DV0502  HISTORY     - 1960     GOOD             NGS
 DV0502
 DV0502                          STATION DESCRIPTION
 DV0502
 DV0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0502'IN LITCHFIELD AIRPORT.
 DV0502'AT LITCHFIELD AIRPORT, MARICOPA COUNTY, 0.2 MILE EAST OF THE HANGAR,
 DV0502'AT THE SOUTHEAST CORNER OF THE LANDING FIELD, 42 FEET NORTH OF THE
 DV0502'CENTERLINE OF THE ROAD ALONG THE SOUTH SIDE OF THE FIELD, 32 FEET WEST
 DV0502'OF THE CENTERLINE OF THE ROAD ALONG THE EAST SIDE OF THE FIELD, 3.2
 DV0502'FEET WEST OF A POLE, AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS
 DV0502'POST.  A STANDARD DISK, STAMPED F 259 1945 AND SET IN THE TOP OF A
 DV0502'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0502
 DV0502                          STATION RECOVERY (1960)
 DV0502
 DV0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0423 ***********************************************************************
 ET0423  DESIGNATION -  F 26
 ET0423  PID         -  ET0423
 ET0423  STATE/COUNTY-  AZ/YAVAPAI
 ET0423  USGS QUAD   -  DATE (1969)
 ET0423
 ET0423                         *CURRENT SURVEY CONTROL
 ET0423  ___________________________________________________________________
 ET0423* NAD 83(1986)-  34 21 48.     (N)    112 54 36.     (W)     SCALED    
 ET0423* NAVD 88     -      1114.996  (meters)    3658.12   (feet)  POSTED    
 ET0423  ___________________________________________________________________
 ET0423  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 ET0423  DYNAMIC HT  -        1113.560 (meters)    3653.40  (feet)  COMP
 ET0423  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 ET0423
 ET0423  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0423
 ET0423.The horizontal coordinates were scaled from a topographic map and have
 ET0423.an estimated accuracy of +/- 6 seconds.
 ET0423
 ET0423.The orthometric height was determined by differential leveling
 ET0423.and adjusted by the National Geodetic Survey in November 2005..
 ET0423.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0423.rate of 1.1 thru 2.0 mm/km.
 ET0423
 ET0423.The geoid height was determined by GEOID03.
 ET0423
 ET0423.The dynamic height is computed by dividing the NAVD 88
 ET0423.geopotential number by the normal gravity value computed on the
 ET0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0423.degrees latitude (g = 980.6199 gals.).
 ET0423
 ET0423.The modeled gravity was interpolated from observed gravity values.
 ET0423
 ET0423;                    North         East    Units  Estimated Accuracy
 ET0423;SPC AZ C     -   373,400.      121,990.      MT  (+/- 180 meters Scaled)
 ET0423
 ET0423                          SUPERSEDED SURVEY CONTROL
 ET0423
 ET0423  NGVD 29 (??/??/92) 1114.242  (m)         3655.64   (f) ADJ UNCH    2 0
 ET0423
 ET0423.Superseded values are not recommended for survey control.
 ET0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0423.See file dsdata.txt to determine how the superseded data were derived.
 ET0423
 ET0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD243040(NAD 83)
 ET0423_MARKER: DB = BENCH MARK DISK
 ET0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0423_SP_SET: CULVERT
 ET0423_STAMPING: F 26 1933
 ET0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0423
 ET0423  HISTORY     - Date     Condition        Report By
 ET0423  HISTORY     - 1933     MONUMENTED       CGS
 ET0423
 ET0423                          STATION DESCRIPTION
 ET0423
 ET0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0423'3.9 MI N FROM DATE.
 ET0423'ON A.T. AND S.F. RIGHT OF WAY, 250 FEET SOUTHEAST OF MILEPOST 106, ON
 ET0423'TOP OF SOUTHWESTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0366 ***********************************************************************
 CZ0366  DESIGNATION -  F 260
 CZ0366  PID         -  CZ0366
 CZ0366  STATE/COUNTY-  AZ/PINAL
 CZ0366  USGS QUAD   -  RED ROCK (1993)
 CZ0366
 CZ0366                         *CURRENT SURVEY CONTROL
 CZ0366  ___________________________________________________________________
 CZ0366* NAD 83(1986)-  32 30 12.     (N)    111 20 19.     (W)     SCALED    
 CZ0366* NAVD 88     -       572.44   (+/-2cm)    1878.1    (feet)  VERTCON   
 CZ0366  ___________________________________________________________________
 CZ0366  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0366
 CZ0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0366
 CZ0366.The horizontal coordinates were scaled from a topographic map and have
 CZ0366.an estimated accuracy of +/- 6 seconds.
 CZ0366
 CZ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0366.The vertical order pertains to the NGVD 29 superseded value.
 CZ0366
 CZ0366.The geoid height was determined by GEOID03.
 CZ0366
 CZ0366;                    North         East    Units  Estimated Accuracy
 CZ0366;SPC AZ C     -   166,820.      267,680.      MT  (+/- 180 meters Scaled)
 CZ0366
 CZ0366                          SUPERSEDED SURVEY CONTROL
 CZ0366
 CZ0366  NGVD 29 (??/??/92)  571.968  (m)         1876.53   (f) ADJ UNCH    1 2
 CZ0366
 CZ0366.Superseded values are not recommended for survey control.
 CZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0366.See file dsdata.txt to determine how the superseded data were derived.
 CZ0366
 CZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA681962(NAD 83)
 CZ0366_MARKER: DB = BENCH MARK DISK
 CZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0366_STAMPING: F 260 1945
 CZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0366+STABILITY: SURFACE MOTION
 CZ0366
 CZ0366  HISTORY     - Date     Condition        Report By
 CZ0366  HISTORY     - 1945     MONUMENTED       CGS
 CZ0366
 CZ0366                          STATION DESCRIPTION
 CZ0366
 CZ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0366'IN MARANA AIRPORT.
 CZ0366'AT MARANA AIRPORT, AT THE WEST END OF THE EAST-AND-WEST RUNWAY, 4.7
 CZ0366'FEET NORTH OF THE NORTHWEST CORNER, AND 3 FEET NORTHEAST OF THE
 CZ0366'NORTHEAST CORNER OF THE CONCRETE BASE OF THE RUNWAY LIGHT.  A STANDARD
 CZ0366'DISK, STAMPED F 260 1945 AND SET IN THE TOP OF A CONCRETE POST
 CZ0366'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0177 ***********************************************************************
 CG0177  DESIGNATION -  F 261
 CG0177  PID         -  CG0177
 CG0177  STATE/COUNTY-  AZ/COCHISE
 CG0177  USGS QUAD   -  HEREFORD (1983)
 CG0177
 CG0177                         *CURRENT SURVEY CONTROL
 CG0177  ___________________________________________________________________
 CG0177* NAD 83(1986)-  31 25 51.     (N)    110 07 20.     (W)     SCALED    
 CG0177* NAVD 88     -      1298.68   (+/-2cm)    4260.8    (feet)  VERTCON   
 CG0177  ___________________________________________________________________
 CG0177  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0177
 CG0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0177
 CG0177.The horizontal coordinates were scaled from a topographic map and have
 CG0177.an estimated accuracy of +/- 6 seconds.
 CG0177
 CG0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0177.The vertical order pertains to the NGVD 29 superseded value.
 CG0177
 CG0177.The geoid height was determined by GEOID03.
 CG0177
 CG0177;                    North         East    Units  Estimated Accuracy
 CG0177;SPC AZ E     -    47,760.      217,590.      MT  (+/- 180 meters Scaled)
 CG0177
 CG0177                          SUPERSEDED SURVEY CONTROL
 CG0177
 CG0177  NGVD 29 (??/??/92) 1297.825  (m)         4257.95   (f) ADJ UNCH    2 0
 CG0177
 CG0177.Superseded values are not recommended for survey control.
 CG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0177.See file dsdata.txt to determine how the superseded data were derived.
 CG0177
 CG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV834776(NAD 83)
 CG0177_MARKER: DB = BENCH MARK DISK
 CG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0177_STAMPING: F 261 1945
 CG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0177+STABILITY: SURFACE MOTION
 CG0177
 CG0177  HISTORY     - Date     Condition        Report By
 CG0177  HISTORY     - 1945     MONUMENTED       CGS
 CG0177
 CG0177                          STATION DESCRIPTION
 CG0177
 CG0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0177'0.9 MI N FROM HEREFORD AAF.
 CG0177'0.9 MILE NORTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT HEREFORD ARMY
 CG0177'AIR FIELD, COCHISE COUNTY, 82 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CG0177'AT THE NORTHEAST CORNER OF THE BOUNDARY FENCE SURROUNDING THE AIR
 CG0177'FIELD, 4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE, 3.4 FEET
 CG0177'EAST OF THE EAST BOUNDARY FENCE, AND 1.8 FEET NORTH OF A WHITE WOODEN
 CG0177'WITNESS POST.  A STANDARD DISK, STAMPED F 261 1945 AND SET IN THE TOP
 CG0177'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0042 ***********************************************************************
 ET0042  DESIGNATION -  F 262
 ET0042  PID         -  ET0042
 ET0042  STATE/COUNTY-  AZ/YAVAPAI
 ET0042  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0042
 ET0042                         *CURRENT SURVEY CONTROL
 ET0042  ___________________________________________________________________
 ET0042* NAD 83(1986)-  34 39 05.     (N)    112 25 47.     (W)     SCALED    
 ET0042* NAVD 88     -      1527.53   (+/-2cm)    5011.6    (feet)  VERTCON   
 ET0042  ___________________________________________________________________
 ET0042  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 ET0042
 ET0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0042
 ET0042.This mark is at Ernest A Love Field Airport (PRC)
 ET0042
 ET0042.The horizontal coordinates were scaled from a topographic map and have
 ET0042.an estimated accuracy of +/- 6 seconds.
 ET0042
 ET0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0042.The vertical order pertains to the NGVD 29 superseded value.
 ET0042
 ET0042.The geoid height was determined by GEOID03.
 ET0042
 ET0042;                    North         East    Units  Estimated Accuracy
 ET0042;SPC AZ C     -   405,020.      166,330.      MT  (+/- 180 meters Scaled)
 ET0042
 ET0042                          SUPERSEDED SURVEY CONTROL
 ET0042
 ET0042  NGVD 29 (??/??/92) 1526.656  (m)         5008.70   (f) ADJ UNCH    1 2
 ET0042
 ET0042.Superseded values are not recommended for survey control.
 ET0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0042.See file dsdata.txt to determine how the superseded data were derived.
 ET0042
 ET0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD689353(NAD 83)
 ET0042_MARKER: DB = BENCH MARK DISK
 ET0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0042_STAMPING: F 262 1945
 ET0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0042+STABILITY: SURFACE MOTION
 ET0042
 ET0042  HISTORY     - Date     Condition        Report By
 ET0042  HISTORY     - 1945     MONUMENTED       CGS
 ET0042  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0042  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 ET0042
 ET0042                          STATION DESCRIPTION
 ET0042
 ET0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0042'IN ERNEST A. LOVE AIRPORT.
 ET0042'AT THE ERNEST A. LOVE AIRPORT, SET AT THE WEST CORNER OF THE PARKING
 ET0042'APRON, ABOUT 275 FEET NORTHEAST OF THE SOUTHWEST HANGAR, 63.3 FEET
 ET0042'EAST OF THE EAST CORNER OF THE MANAGERS OFFICE, 1.2 FEET NORTH OF THE
 ET0042'WEST CORNER OF THE APRON.  BRONZE BENCH MARK DISK SET IN TOP OF A
 ET0042'CONCRETE POST POURED IN THE FIELD AND LEVEL WITH THE GROUND.
 ET0042
 ET0042                          STATION RECOVERY (1973)
 ET0042
 ET0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0042'MARK NOT FOUND.
 ET0042
 ET0042                          STATION RECOVERY (1995)
 ET0042
 ET0042'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0042'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 ET0042'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0728 ***********************************************************************
 DV0728  DESIGNATION -  F 264
 DV0728  PID         -  DV0728
 DV0728  STATE/COUNTY-  AZ/MARICOPA
 DV0728  USGS QUAD   -  BUCKEYE NW (1982)
 DV0728
 DV0728                         *CURRENT SURVEY CONTROL
 DV0728  ___________________________________________________________________
 DV0728* NAD 83(1986)-  33 24 49.     (N)    112 40 39.     (W)     SCALED    
 DV0728* NAVD 88     -       303.47   (+/-2cm)     995.6    (feet)  VERTCON   
 DV0728  ___________________________________________________________________
 DV0728  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV0728
 DV0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0728
 DV0728.The horizontal coordinates were scaled from a topographic map and have
 DV0728.an estimated accuracy of +/- 6 seconds.
 DV0728
 DV0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0728.The vertical order pertains to the NGVD 29 superseded value.
 DV0728
 DV0728.The geoid height was determined by GEOID03.
 DV0728
 DV0728;                    North         East    Units  Estimated Accuracy
 DV0728;SPC AZ C     -   267,880.      142,600.      MT  (+/- 180 meters Scaled)
 DV0728
 DV0728                          SUPERSEDED SURVEY CONTROL
 DV0728
 DV0728  NGVD 29 (??/??/92)  302.832  (m)          993.54   (f) ADJ UNCH    1 2
 DV0728
 DV0728.Superseded values are not recommended for survey control.
 DV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0728.See file dsdata.txt to determine how the superseded data were derived.
 DV0728
 DV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB440983(NAD 83)
 DV0728_MARKER: DB = BENCH MARK DISK
 DV0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0728_STAMPING: F 264 1947
 DV0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0728+STABILITY: SURFACE MOTION
 DV0728
 DV0728  HISTORY     - Date     Condition        Report By
 DV0728  HISTORY     - 1947     MONUMENTED       CGS
 DV0728  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0728
 DV0728                          STATION DESCRIPTION
 DV0728
 DV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0728'13.0 MI NW FROM BUCKEYE.
 DV0728'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0728'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0728'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 3.4 MILES SOUTH
 DV0728'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT THE MAIN ENTRANCE
 DV0728'TO THE LUKE NO. 5 AIRPORT, 68.8 FEET NORTH OF THE SOUTHEAST CORNER OF
 DV0728'THE AIRPORT, 36.6 FEET NORTH OF THE CENTER LINE OF THE MAIN ENTRANCE
 DV0728'TO THE AIRPORT, 35.7 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 DV0728'ROAD, 1.0 FOOT EAST OF THE NORTH-SOUTH BOUNDARY FENCE, 2.1 FEET SOUTH
 DV0728'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 DV0728'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0728
 DV0728                          STATION RECOVERY (1981)
 DV0728
 DV0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0728'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0109 ***********************************************************************
 DV0109  DESIGNATION -  F 265
 DV0109  PID         -  DV0109
 DV0109  STATE/COUNTY-  AZ/MARICOPA
 DV0109  USGS QUAD   -  WADDELL (1975)
 DV0109
 DV0109                         *CURRENT SURVEY CONTROL
 DV0109  ___________________________________________________________________
 DV0109* NAD 83(1986)-  33 30 30.     (N)    112 28 11.     (W)     SCALED    
 DV0109* NAVD 88     -       350.053  (meters)    1148.47   (feet)  ADJUSTED  
 DV0109  ___________________________________________________________________
 DV0109  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV0109  DYNAMIC HT  -         349.649 (meters)    1147.14  (feet)  COMP
 DV0109  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV0109
 DV0109  VERT ORDER  -  FIRST     CLASS II
 DV0109
 DV0109.The horizontal coordinates were scaled from a topographic map and have
 DV0109.an estimated accuracy of +/- 6 seconds.
 DV0109
 DV0109.The orthometric height was determined by differential leveling
 DV0109.and adjusted by the National Geodetic Survey in June 1991..
 DV0109
 DV0109.The geoid height was determined by GEOID03.
 DV0109
 DV0109.The dynamic height is computed by dividing the NAVD 88
 DV0109.geopotential number by the normal gravity value computed on the
 DV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0109.degrees latitude (g = 980.6199 gals.).
 DV0109
 DV0109.The modeled gravity was interpolated from observed gravity values.
 DV0109
 DV0109;                    North         East    Units  Estimated Accuracy
 DV0109;SPC AZ C     -   278,260.      161,980.      MT  (+/- 180 meters Scaled)
 DV0109
 DV0109                          SUPERSEDED SURVEY CONTROL
 DV0109
 DV0109  NGVD 29 (??/??/92)  349.616  (m)         1147.03   (f) ADJ UNCH    1 2
 DV0109
 DV0109.Superseded values are not recommended for survey control.
 DV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0109.See file dsdata.txt to determine how the superseded data were derived.
 DV0109
 DV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC634086(NAD 83)
 DV0109_MARKER: DB = BENCH MARK DISK
 DV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0109_STAMPING: F 265 1948
 DV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0109+STABILITY: SURFACE MOTION
 DV0109
 DV0109  HISTORY     - Date     Condition        Report By
 DV0109  HISTORY     - 1948     MONUMENTED       CGS
 DV0109  HISTORY     - 1967     GOOD             NGS
 DV0109  HISTORY     - 1981     GOOD             NGS
 DV0109
 DV0109                          STATION DESCRIPTION
 DV0109
 DV0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0109'11.5 MI NW FROM GOODYEAR.
 DV0109'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0109'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0109'ALONG WEST INDIAN SCHOOL ROAD, THENCE 1.0 MILE NORTH ALONG CANAL ROAD
 DV0109'WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION 16, T
 DV0109'2 N, R 2 W, 74 FEET NORTHEAST OF THE CENTER LINE OF THE INTERSECTION
 DV0109'OF CANAL ROAD AND A GRADED DIRT ROAD WHICH LEADS EAST, 65 FEET EAST OF
 DV0109'THE CENTER LINE OF CANAL ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE
 DV0109'DIRT ROAD, 71 1/2 FEET NORTH AND ACROSS CANAL ROAD FROM METAL METER
 DV0109'BOX NUMBER 13.21, 6 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE,
 DV0109'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 DV0109'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV0109
 DV0109                          STATION RECOVERY (1981)
 DV0109
 DV0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0254 ***********************************************************************
 DV0254  DESIGNATION -  F 266
 DV0254  PID         -  DV0254
 DV0254  STATE/COUNTY-  AZ/MARICOPA
 DV0254  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0254
 DV0254                         *CURRENT SURVEY CONTROL
 DV0254  ___________________________________________________________________
 DV0254* NAD 83(1986)-  33 38 16.     (N)    112 21 35.     (W)     SCALED    
 DV0254* NAVD 88     -       368.06   (+/-2cm)    1207.5    (feet)  VERTCON   
 DV0254  ___________________________________________________________________
 DV0254  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0254
 DV0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0254
 DV0254.The horizontal coordinates were scaled from a topographic map and have
 DV0254.an estimated accuracy of +/- 6 seconds.
 DV0254
 DV0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0254.The vertical order pertains to the NGVD 29 superseded value.
 DV0254
 DV0254.The geoid height was determined by GEOID03.
 DV0254
 DV0254;                    North         East    Units  Estimated Accuracy
 DV0254;SPC AZ C     -   292,570.      172,260.      MT  (+/- 180 meters Scaled)
 DV0254
 DV0254                          SUPERSEDED SURVEY CONTROL
 DV0254
 DV0254  NGVD 29 (??/??/92)  367.491  (m)         1205.68   (f) ADJ UNCH    2 0
 DV0254
 DV0254.Superseded values are not recommended for survey control.
 DV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0254.See file dsdata.txt to determine how the superseded data were derived.
 DV0254
 DV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738228(NAD 83)
 DV0254_MARKER: DB = BENCH MARK DISK
 DV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0254_STAMPING: F 266 1948
 DV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0254+STABILITY: SURFACE MOTION
 DV0254
 DV0254  HISTORY     - Date     Condition        Report By
 DV0254  HISTORY     - 1948     MONUMENTED       CGS
 DV0254
 DV0254                          STATION DESCRIPTION
 DV0254
 DV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0254'2.6 MI SE FROM BEARDSLEY.
 DV0254'ABOUT 2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0254'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.6 MILE SOUTH ALONG AN
 DV0254'ASPHALT ROAD, AT LUKE NO. 3 AIRPORT, 195.0 FEET SOUTH OF THE NORTHEAST
 DV0254'CORNER OF THE AIRPORT, 51.4 FEET WEST OF THE CENTER LINE OF THE
 DV0254'ASPHALT ROAD, 15.0 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE TO THE
 DV0254'AIRPORT, 1.3 FEET EAST OF A WIRE FENCE.  1.6 FEET SOUTH OF A WHITE
 DV0254'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 DV0254'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1547 ***********************************************************************
 DU1547  DESIGNATION -  F 268
 DU1547  PID         -  DU1547
 DU1547  STATE/COUNTY-  AZ/MARICOPA
 DU1547  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1547
 DU1547                         *CURRENT SURVEY CONTROL
 DU1547  ___________________________________________________________________
 DU1547* NAD 83(1986)-  33 31 01.     (N)    111 59 42.     (W)     SCALED    
 DU1547* NAVD 88     -       385.76   (+/-2cm)    1265.6    (feet)  VERTCON   
 DU1547  ___________________________________________________________________
 DU1547  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1547
 DU1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1547
 DU1547.The horizontal coordinates were scaled from a topographic map and have
 DU1547.an estimated accuracy of +/- 6 seconds.
 DU1547
 DU1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1547.The vertical order pertains to the NGVD 29 superseded value.
 DU1547
 DU1547.The geoid height was determined by GEOID03.
 DU1547
 DU1547;                    North         East    Units  Estimated Accuracy
 DU1547;SPC AZ C     -   279,080.      206,080.      MT  (+/- 180 meters Scaled)
 DU1547
 DU1547                          SUPERSEDED SURVEY CONTROL
 DU1547
 DU1547  NGVD 29 (??/??/92)  385.16   (m)         1263.6    (f) COMPUTED    1 2
 DU1547
 DU1547.Superseded values are not recommended for survey control.
 DU1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1547.See file dsdata.txt to determine how the superseded data were derived.
 DU1547
 DU1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075090(NAD 83)
 DU1547_MARKER: DB = BENCH MARK DISK
 DU1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1547_STAMPING: F 268 1948
 DU1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1547+STABILITY: SURFACE MOTION
 DU1547
 DU1547  HISTORY     - Date     Condition        Report By
 DU1547  HISTORY     - 1948     MONUMENTED       CGS
 DU1547  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU1547  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 DU1547
 DU1547                          STATION DESCRIPTION
 DU1547
 DU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1547'5.9 MI SE FROM SUNNYSLOPE.
 DU1547'ABOUT 0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 DU1547'SUNNYSLOPE, THENCE 4.3 MILES EAST ALONG A DIRT ROAD PARALLELLING THE
 DU1547'SOUTH SIDE OF THE ARIZONA CANAL, THENCE 1.0 MILE NORTHEAST ALONG
 DU1547'STANFORD DRIVE, AT A ROAD CROSSING, ABOUT 0.5 MILE EAST OF THE CASA
 DU1547'HERMOSA GUEST RANCH, 49.6 FEET SOUTH OF THE CENTER LINE OF STANFORD
 DU1547'DRIVE, 27.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.3
 DU1547'FEET WEST OF A WIRE FENCE, 3.2 FEET NORTH OF A WHITE WOODEN WITNESS
 DU1547'POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 DU1547'PROJECTING 3 INCHES.
 DU1547
 DU1547                          STATION RECOVERY (1963)
 DU1547
 DU1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1547'MARK NOT FOUND.
 DU1547
 DU1547                          STATION RECOVERY (1995)
 DU1547
 DU1547'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0655 ***********************************************************************
 DU0655  DESIGNATION -  F 269
 DU0655  PID         -  DU0655
 DU0655  STATE/COUNTY-  AZ/MARICOPA
 DU0655  USGS QUAD   -  BUCKHORN (1982)
 DU0655
 DU0655                         *CURRENT SURVEY CONTROL
 DU0655  ___________________________________________________________________
 DU0655* NAD 83(1986)-  33 27 32.     (N)    111 41 03.     (W)     SCALED    
 DU0655* NAVD 88     -       469.581  (meters)    1540.62   (feet)  READJUSTED
 DU0655  ___________________________________________________________________
 DU0655  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0655  DYNAMIC HT  -         469.020 (meters)    1538.78  (feet)  COMP
 DU0655  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DU0655
 DU0655  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0655
 DU0655.The horizontal coordinates were scaled from a topographic map and have
 DU0655.an estimated accuracy of +/- 6 seconds.
 DU0655
 DU0655.The orthometric height was determined by differential leveling
 DU0655.and adjusted by the National Geodetic Survey in April 1999..
 DU0655.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0655.distribution rate of 0.0 thru 1.0 mm/km.
 DU0655.The height was derived from older observations constrained to new
 DU0655.heights in a crustal motion area.  The height is approximate in
 DU0655.relation to other heights in its vicinity.
 DU0655
 DU0655.The geoid height was determined by GEOID03.
 DU0655
 DU0655.The dynamic height is computed by dividing the NAVD 88
 DU0655.geopotential number by the normal gravity value computed on the
 DU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0655.degrees latitude (g = 980.6199 gals.).
 DU0655
 DU0655.The modeled gravity was interpolated from observed gravity values.
 DU0655
 DU0655;                    North         East    Units  Estimated Accuracy
 DU0655;SPC AZ C     -   272,670.      234,970.      MT  (+/- 180 meters Scaled)
 DU0655
 DU0655                          SUPERSEDED SURVEY CONTROL
 DU0655
 DU0655  NAVD 88 (06/15/91)  469.589  (m)         1540.64   (f) UNKNOWN     1 1
 DU0655  NGVD 29 (??/??/92)  469.011  (m)         1538.75   (f) ADJ UNCH    1 1
 DU0655
 DU0655.Superseded values are not recommended for survey control.
 DU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0655.See file dsdata.txt to determine how the superseded data were derived.
 DU0655
 DU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364023(NAD 83)
 DU0655_MARKER: DB = BENCH MARK DISK
 DU0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0655_STAMPING: F 269 1948
 DU0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0655+STABILITY: SURFACE MOTION
 DU0655
 DU0655  HISTORY     - Date     Condition        Report By
 DU0655  HISTORY     - 1948     MONUMENTED       CGS
 DU0655  HISTORY     - 1967     GOOD             NGS
 DU0655  HISTORY     - 1970     GOOD             NGS
 DU0655  HISTORY     - 1975     GOOD             NGS
 DU0655  HISTORY     - 1980     GOOD             NGS
 DU0655
 DU0655                          STATION DESCRIPTION
 DU0655
 DU0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0655'4.0 MI N FROM BUCKHORN.
 DU0655'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0655'POST OFFICE AT BUCKHORN, THENCE 3.0 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0655'S 1, T 1 N, R 6 E, AT THE INTERSECTION OF THE HIGHWAY AND A GRAVELED
 DU0655'ROAD, 48 FEET WEST OF THE CENTER LINE OF BUSH HIGHWAY, 64 FEET NORTH
 DU0655'OF THE 2ND POWER POLE NORTH OF THE INTERSECTION OF BUSH HIGHWAY AND
 DU0655'HERMOSA VISTA DRIVE, 30 FEET NORTHWEST OF A CONCRETE BLOCK PILLAR
 DU0655'WHICH BEARS THE NAME JIM HENSON ON THE SOUTH SIDE, 1.2 FEET NORTH OF A
 DU0655'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DU0655'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 DU0655
 DU0655                          STATION RECOVERY (1970)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0655'RECOVERED IN GOOD CONDITION.
 DU0655
 DU0655                          STATION RECOVERY (1975)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0655'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU0655'MESA TO BUSH HIGHWAY, THENCE 3.0 MILES NORTH ALONG BUSH HIGHWAY, AT
 DU0655'THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD (MENLO RD.), 48
 DU0655'FEET WEST OF THE CENTERLINE OF BUSH HIGHWAY, 12 FEET WEST OF A POWER
 DU0655'LINE, 60 FEET NORTH OF CENTERLINE OF MENLO RD. (A GRADED ROAD TO THE
 DU0655'EAST), 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DU0655'LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST ABOUT
 DU0655'LEVEL WITH THE GROUND.  1/4, SEC 1, T 1N, R 6E.
 DU0655
 DU0655                          STATION RECOVERY (1980)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0155 ***********************************************************************
 ET0155  DESIGNATION -  F 27
 ET0155  PID         -  ET0155
 ET0155  STATE/COUNTY-  AZ/YAVAPAI
 ET0155  USGS QUAD   -  IRON SPRINGS (1979)
 ET0155
 ET0155                         *CURRENT SURVEY CONTROL
 ET0155  ___________________________________________________________________
 ET0155* NAD 83(1986)-  34 34 15.     (N)    112 30 08.     (W)     SCALED    
 ET0155* NAVD 88     -      1699.851  (meters)    5576.93   (feet)  POSTED    
 ET0155  ___________________________________________________________________
 ET0155  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0155  DYNAMIC HT  -        1697.510 (meters)    5569.25  (feet)  COMP
 ET0155  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 ET0155
 ET0155  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0155
 ET0155.The horizontal coordinates were scaled from a topographic map and have
 ET0155.an estimated accuracy of +/- 6 seconds.
 ET0155
 ET0155.The orthometric height was determined by differential leveling
 ET0155.and adjusted by the National Geodetic Survey in November 2005..
 ET0155.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0155.rate of 2.1 thru 3.0 mm/km.
 ET0155
 ET0155.The geoid height was determined by GEOID03.
 ET0155
 ET0155.The dynamic height is computed by dividing the NAVD 88
 ET0155.geopotential number by the normal gravity value computed on the
 ET0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0155.degrees latitude (g = 980.6199 gals.).
 ET0155
 ET0155.The modeled gravity was interpolated from observed gravity values.
 ET0155
 ET0155;                    North         East    Units  Estimated Accuracy
 ET0155;SPC AZ C     -   396,120.      159,630.      MT  (+/- 180 meters Scaled)
 ET0155
 ET0155                          SUPERSEDED SURVEY CONTROL
 ET0155
 ET0155  NGVD 29 (??/??/92) 1698.992  (m)         5574.11   (f) ADJ UNCH    1 2
 ET0155
 ET0155.Superseded values are not recommended for survey control.
 ET0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0155.See file dsdata.txt to determine how the superseded data were derived.
 ET0155
 ET0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD622264(NAD 83)
 ET0155_MARKER: DB = BENCH MARK DISK
 ET0155_SETTING: 66 = SET IN ROCK OUTCROP
 ET0155_SP_SET: OUTCROP
 ET0155_STAMPING: F 27 1933
 ET0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0155+STABILITY: POSITION/ELEVATION WELL
 ET0155
 ET0155  HISTORY     - Date     Condition        Report By
 ET0155  HISTORY     - 1933     MONUMENTED       CGS
 ET0155  HISTORY     - 1974     GOOD             USGS
 ET0155  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0155
 ET0155                          STATION DESCRIPTION
 ET0155
 ET0155'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0155'2.8 MI NW FROM PRESCOTT.
 ET0155'2.8 MILES ALONG THE DISMANTLED ATCHINSON, TOPEKA AND SANTA FE RAILWAY
 ET0155'FROM THE STATION AT PRESCOTT AT THE LOCATION WHERE IT CLOSELY
 ET0155'PARALLELS THE IRON SPRINGS ROAD.  BM IS 46 FEET SOUTH OF CENTERLINE OF
 ET0155'IRON SPRING ROAD AND NORTH OF THE RR GRADE.  NOTE-- THE CENTER OF
 ET0155'GRADE IS OBSCURED BY RECENT CONSTRUCTION IN THE IMMEDIATE VICINITY.
 ET0155
 ET0155                          STATION RECOVERY (1997)
 ET0155
 ET0155'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0427 ***********************************************************************
 DU0427  DESIGNATION -  F 270
 DU0427  PID         -  DU0427
 DU0427  STATE/COUNTY-  AZ/MARICOPA
 DU0427  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0427
 DU0427                         *CURRENT SURVEY CONTROL
 DU0427  ___________________________________________________________________
 DU0427* NAD 83(1986)-  33 32 12.     (N)    111 20 47.     (W)     SCALED    
 DU0427* NAVD 88     -       766.91   (+/-2cm)    2516.1    (feet)  VERTCON   
 DU0427  ___________________________________________________________________
 DU0427  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DU0427
 DU0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0427
 DU0427.The horizontal coordinates were scaled from a topographic map and have
 DU0427.an estimated accuracy of +/- 6 seconds.
 DU0427
 DU0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0427.The vertical order pertains to the NGVD 29 superseded value.
 DU0427
 DU0427.The geoid height was determined by GEOID03.
 DU0427
 DU0427;                    North         East    Units  Estimated Accuracy
 DU0427;SPC AZ C     -   281,410.      266,320.      MT  (+/- 180 meters Scaled)
 DU0427
 DU0427                          SUPERSEDED SURVEY CONTROL
 DU0427
 DU0427  NGVD 29 (??/??/92)  766.276  (m)         2514.02   (f) ADJ UNCH    1 2
 DU0427
 DU0427.Superseded values are not recommended for survey control.
 DU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0427.See file dsdata.txt to determine how the superseded data were derived.
 DU0427
 DU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC678108(NAD 83)
 DU0427_MARKER: DD = SURVEY DISK
 DU0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0427_SP_SET: CATTLE GUARD
 DU0427_STAMPING: F 270
 DU0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0427
 DU0427  HISTORY     - Date     Condition        Report By
 DU0427  HISTORY     - UNK      MONUMENTED       AZHD
 DU0427  HISTORY     - 1948     GOOD             NGS
 DU0427  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0427
 DU0427                          STATION DESCRIPTION
 DU0427
 DU0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0427'4.4 MI NE FROM TORTILLA FLAT.
 DU0427'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0427'TORTILLA FLAT, 72.0 FEET NORTH OF A DIM TRACK ROAD LEADING WEST, 39.0
 DU0427'FEET SOUTH OF THE SOUTHEAST LEG OF A STEEL TRANSMISSION TOWER, 9.8
 DU0427'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0427'CONCRETE HEADWALL OF A CATTLE GUARD IN LINE WITH A WIRE FENCE AND
 DU0427'ABOUT 1.0 FOOT ABOVE THE HIGHWAY.
 DU0427
 DU0427                          STATION RECOVERY (1980)
 DU0427
 DU0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0427'SEARCHED FOR BUT NOT RECOVERED. NOTE-DESCRIBED STRUCTURE HAS BEEN
 DU0427'REBUILT, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0493 ***********************************************************************
 DV0493  DESIGNATION -  F 271
 DV0493  PID         -  DV0493
 DV0493  STATE/COUNTY-  AZ/MARICOPA
 DV0493  USGS QUAD   -  FOWLER (1982)
 DV0493
 DV0493                         *CURRENT SURVEY CONTROL
 DV0493  ___________________________________________________________________
 DV0493* NAD 83(1986)-  33 26 38.     (N)    112 09 07.     (W)     SCALED    
 DV0493* NAVD 88     -       321.47   (+/-2cm)    1054.7    (feet)  VERTCON   
 DV0493  ___________________________________________________________________
 DV0493  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0493
 DV0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0493
 DV0493.The horizontal coordinates were scaled from a topographic map and have
 DV0493.an estimated accuracy of +/- 6 seconds.
 DV0493
 DV0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0493.The vertical order pertains to the NGVD 29 superseded value.
 DV0493
 DV0493.The geoid height was determined by GEOID03.
 DV0493
 DV0493;                    North         East    Units  Estimated Accuracy
 DV0493;SPC AZ C     -   271,000.      191,490.      MT  (+/- 180 meters Scaled)
 DV0493
 DV0493                          SUPERSEDED SURVEY CONTROL
 DV0493
 DV0493  NGVD 29 (??/??/92)  320.835  (m)         1052.61   (f) ADJ UNCH    2 0
 DV0493
 DV0493.Superseded values are not recommended for survey control.
 DV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0493.See file dsdata.txt to determine how the superseded data were derived.
 DV0493
 DV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929010(NAD 83)
 DV0493_MARKER: DB = BENCH MARK DISK
 DV0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0493_SP_SET: HEADGATE
 DV0493_STAMPING: F 271 1948
 DV0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0493
 DV0493  HISTORY     - Date     Condition        Report By
 DV0493  HISTORY     - 1948     MONUMENTED       CGS
 DV0493  HISTORY     - 1960     GOOD             NGS
 DV0493
 DV0493                          STATION DESCRIPTION
 DV0493
 DV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0493'4.2 MI W FROM PHOENIX.
 DV0493'4.2 MILES WEST ALONG SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0493'STATION AT PHOENIX, 32.7 FEET WEST OF THE CENTER LINE OF LATERAL 16,
 DV0493'30.2 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 27.8 FEET NORTH
 DV0493'OF THE NORTH GATE POST TO THE A. L. AND P. CO. PLANT, SET IN NORTHEAST
 DV0493'CORNER OF WEST HEADWALL OF CONCRETE HEADGATE, 2.0 FEET BELOW THE LEVEL
 DV0493'OF THE ROAD.
 DV0493
 DV0493                          STATION RECOVERY (1960)
 DV0493
 DV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0392 ***********************************************************************
 DV0392  DESIGNATION -  F 272
 DV0392  PID         -  DV0392
 DV0392  STATE/COUNTY-  AZ/MARICOPA
 DV0392  USGS QUAD   -  LAVEEN (1973)
 DV0392
 DV0392                         *CURRENT SURVEY CONTROL
 DV0392  ___________________________________________________________________
 DV0392* NAD 83(1986)-  33 16 18.     (N)    112 09 58.     (W)     SCALED    
 DV0392* NAVD 88     -       317.22   (+/-2cm)    1040.7    (feet)  VERTCON   
 DV0392  ___________________________________________________________________
 DV0392  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0392
 DV0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0392
 DV0392.The horizontal coordinates were scaled from a topographic map and have
 DV0392.an estimated accuracy of +/- 6 seconds.
 DV0392
 DV0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0392.The vertical order pertains to the NGVD 29 superseded value.
 DV0392
 DV0392.The geoid height was determined by GEOID03.
 DV0392
 DV0392;                    North         East    Units  Estimated Accuracy
 DV0392;SPC AZ C     -   251,910.      190,120.      MT  (+/- 180 meters Scaled)
 DV0392
 DV0392                          SUPERSEDED SURVEY CONTROL
 DV0392
 DV0392  NGVD 29 (??/??/92)  316.617  (m)         1038.77   (f) ADJ UNCH    2 0
 DV0392
 DV0392.Superseded values are not recommended for survey control.
 DV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0392.See file dsdata.txt to determine how the superseded data were derived.
 DV0392
 DV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913820(NAD 83)
 DV0392_MARKER: DB = BENCH MARK DISK
 DV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0392_STAMPING: F 272 1948
 DV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0392+STABILITY: SURFACE MOTION
 DV0392
 DV0392  HISTORY     - Date     Condition        Report By
 DV0392  HISTORY     - 1948     MONUMENTED       CGS
 DV0392  HISTORY     - 1963     MARK NOT FOUND   NGS
 DV0392
 DV0392                          STATION DESCRIPTION
 DV0392
 DV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0392'0.4 MI S FROM KOMATKE.
 DV0392'0.4 MILE SOUTH ALONG LATERAL 17 FROM KOMATKE, 29.8 FEET SOUTH OF THE
 DV0392'CENTER LINE OF THE ROAD LEADING TO SACATON, 27.4 FEET NORTHEAST OF THE
 DV0392'ROAD LEADING TO SANTA CRUZ AND MARICOPA, SET AT Y INTERSECTION 3.5
 DV0392'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 DV0392'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0392
 DV0392                          STATION RECOVERY (1963)
 DV0392
 DV0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0799 ***********************************************************************
 DU0799  DESIGNATION -  F 273
 DU0799  PID         -  DU0799
 DU0799  STATE/COUNTY-  AZ/MARICOPA
 DU0799  USGS QUAD   -  TEMPE (1982)
 DU0799
 DU0799                         *CURRENT SURVEY CONTROL
 DU0799  ___________________________________________________________________
 DU0799* NAD 83(1986)-  33 24 00.     (N)    111 56 35.     (W)     SCALED    
 DU0799* NAVD 88     -       355.68   (+/-2cm)    1166.9    (feet)  VERTCON   
 DU0799  ___________________________________________________________________
 DU0799  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0799
 DU0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0799
 DU0799.The horizontal coordinates were scaled from a topographic map and have
 DU0799.an estimated accuracy of +/- 6 seconds.
 DU0799
 DU0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0799.The vertical order pertains to the NGVD 29 superseded value.
 DU0799
 DU0799.The geoid height was determined by GEOID03.
 DU0799
 DU0799;                    North         East    Units  Estimated Accuracy
 DU0799;SPC AZ C     -   266,110.      210,910.      MT  (+/- 180 meters Scaled)
 DU0799
 DU0799                          SUPERSEDED SURVEY CONTROL
 DU0799
 DU0799  NGVD 29 (??/??/92)  355.061  (m)         1164.90   (f) ADJ UNCH    2 0
 DU0799
 DU0799.Superseded values are not recommended for survey control.
 DU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0799.See file dsdata.txt to determine how the superseded data were derived.
 DU0799
 DU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123960(NAD 83)
 DU0799_MARKER: DB = BENCH MARK DISK
 DU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0799_STAMPING: F 273 1948
 DU0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0799+STABILITY: SURFACE MOTION
 DU0799
 DU0799  HISTORY     - Date     Condition        Report By
 DU0799  HISTORY     - 1948     MONUMENTED       CGS
 DU0799  HISTORY     - 1959     GOOD             NGS
 DU0799  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0799
 DU0799                          STATION DESCRIPTION
 DU0799
 DU0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0799'1.8 MI S FROM TEMPE.
 DU0799'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0799'SOUTHERN PACIFIC CO. RAILROAD STATION AT TEMPE, 39.7 FEET EAST OF THE
 DU0799'CENTER LINE OF THE TRACK, 28.3 FEET SOUTH OF THE CENTER LINE OF A ROAD
 DU0799'RUNNING EAST AND WEST, 10.0 FEET WEST OF A IRRIGATION DITCH, 2.1 FEET
 DU0799'WEST OF A WIRE FENCE, 1.5 FEET BELOW THE LEVEL OF THE TRACK, 2.6 FEET
 DU0799'NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0799'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DU0799
 DU0799                          STATION RECOVERY (1959)
 DU0799
 DU0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0799'RECOVERED IN GOOD CONDITION.
 DU0799
 DU0799                          STATION RECOVERY (1992)
 DU0799
 DU0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0799'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1617 ***********************************************************************
 DV1617  DESIGNATION -  F 274
 DV1617  PID         -  DV1617
 DV1617  STATE/COUNTY-  AZ/PINAL
 DV1617  USGS QUAD   -  MARICOPA (1978)
 DV1617
 DV1617                         *CURRENT SURVEY CONTROL
 DV1617  ___________________________________________________________________
 DV1617* NAD 83(1986)-  33 01 41.     (N)    112 00 10.     (W)     SCALED    
 DV1617* NAVD 88     -       367.35   (+/-2cm)    1205.2    (feet)  VERTCON   
 DV1617  ___________________________________________________________________
 DV1617  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV1617
 DV1617  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1617
 DV1617.The horizontal coordinates were scaled from a topographic map and have
 DV1617.an estimated accuracy of +/- 6 seconds.
 DV1617
 DV1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1617.The vertical order pertains to the NGVD 29 superseded value.
 DV1617
 DV1617.The geoid height was determined by GEOID03.
 DV1617
 DV1617;                    North         East    Units  Estimated Accuracy
 DV1617;SPC AZ C     -   224,870.      205,320.      MT  (+/- 180 meters Scaled)
 DV1617
 DV1617                          SUPERSEDED SURVEY CONTROL
 DV1617
 DV1617  NGVD 29 (??/??/92)  366.85   (m)         1203.6    (f) COMPUTED    1 2
 DV1617
 DV1617.Superseded values are not recommended for survey control.
 DV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1617.See file dsdata.txt to determine how the superseded data were derived.
 DV1617
 DV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063548(NAD 83)
 DV1617_MARKER: DB = BENCH MARK DISK
 DV1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1617_SP_SET: ABUTMENT
 DV1617_STAMPING: F 274 1948
 DV1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1617
 DV1617  HISTORY     - Date     Condition        Report By
 DV1617  HISTORY     - 1948     MONUMENTED       CGS
 DV1617  HISTORY     - 1967     GOOD             NGS
 DV1617  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV1617
 DV1617                          STATION DESCRIPTION
 DV1617
 DV1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1617'3.3 MI SE FROM MARICOPA.
 DV1617'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV1617'MARICOPA, THENCE 3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV1617'RAILROAD, 61 FEET WEST OF MILEPOST 901, 3 1/2 FEET NORTHEAST OF THE
 DV1617'NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP AND 2.3 FEET
 DV1617'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 DV1617'RAILROAD BRIDGE NUMBER 900.98, 3.1 FEET NORTHEAST OF A METAL GIRDER OF
 DV1617'THE BRIDGE, ABOUT 2 FEET BELOW THE LEVEL OF A BOARD WALK OVER THE
 DV1617'MARK, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 DV1617
 DV1617                          STATION RECOVERY (1980)
 DV1617
 DV1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV1617'THE BRIDGE IS GONE AND THE MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0836 ***********************************************************************
 DU0836  DESIGNATION -  F 276
 DU0836  PID         -  DU0836
 DU0836  STATE/COUNTY-  AZ/PINAL
 DU0836  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0836
 DU0836                         *CURRENT SURVEY CONTROL
 DU0836  ___________________________________________________________________
 DU0836* NAD 83(1986)-  33 06 24.     (N)    111 49 43.     (W)     SCALED    
 DU0836* NAVD 88     -       373.95   (+/-2cm)    1226.9    (feet)  VERTCON   
 DU0836  ___________________________________________________________________
 DU0836  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU0836
 DU0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0836
 DU0836.The horizontal coordinates were scaled from a topographic map and have
 DU0836.an estimated accuracy of +/- 6 seconds.
 DU0836
 DU0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0836.The vertical order pertains to the NGVD 29 superseded value.
 DU0836
 DU0836.The geoid height was determined by GEOID03.
 DU0836
 DU0836;                    North         East    Units  Estimated Accuracy
 DU0836;SPC AZ C     -   233,580.      221,580.      MT  (+/- 180 meters Scaled)
 DU0836
 DU0836                          SUPERSEDED SURVEY CONTROL
 DU0836
 DU0836  NGVD 29 (??/??/92)  373.476  (m)         1225.31   (f) ADJ UNCH    2 0
 DU0836
 DU0836.Superseded values are not recommended for survey control.
 DU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0836.See file dsdata.txt to determine how the superseded data were derived.
 DU0836
 DU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226634(NAD 83)
 DU0836_MARKER: DB = BENCH MARK DISK
 DU0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0836_STAMPING: F 276 1948
 DU0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0836+STABILITY: SURFACE MOTION
 DU0836
 DU0836  HISTORY     - Date     Condition        Report By
 DU0836  HISTORY     - 1948     MONUMENTED       CGS
 DU0836
 DU0836                          STATION DESCRIPTION
 DU0836
 DU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0836'3.6 MI SE FROM CASA BLANCA.
 DU0836'3.6 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0836'SCHOOL, 0.1 MILE NORTH OF A BRIDGE OVER A LARGE IRRIGATION DITCH, 39.6
 DU0836'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET ABOVE THE LEVEL OF
 DU0836'THE ROAD, 2.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DU0836'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0813 ***********************************************************************
 DU0813  DESIGNATION -  F 277
 DU0813  PID         -  DU0813
 DU0813  STATE/COUNTY-  AZ/MARICOPA
 DU0813  USGS QUAD   -  CHANDLER (1981)
 DU0813
 DU0813                         *CURRENT SURVEY CONTROL
 DU0813  ___________________________________________________________________
 DU0813* NAD 83(1986)-  33 18 21.     (N)    111 51 32.     (W)     SCALED    
 DU0813* NAVD 88     -       367.39   (+/-2cm)    1205.3    (feet)  VERTCON   
 DU0813  ___________________________________________________________________
 DU0813  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0813
 DU0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0813
 DU0813.The horizontal coordinates were scaled from a topographic map and have
 DU0813.an estimated accuracy of +/- 6 seconds.
 DU0813
 DU0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0813.The vertical order pertains to the NGVD 29 superseded value.
 DU0813
 DU0813.The geoid height was determined by GEOID03.
 DU0813
 DU0813;                    North         East    Units  Estimated Accuracy
 DU0813;SPC AZ C     -   255,670.      218,740.      MT  (+/- 180 meters Scaled)
 DU0813
 DU0813                          SUPERSEDED SURVEY CONTROL
 DU0813
 DU0813  NGVD 29 (??/??/92)  366.853  (m)         1203.58   (f) ADJ UNCH    2 0
 DU0813
 DU0813.Superseded values are not recommended for survey control.
 DU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0813.See file dsdata.txt to determine how the superseded data were derived.
 DU0813
 DU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB200855(NAD 83)
 DU0813_MARKER: DB = BENCH MARK DISK
 DU0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0813_SP_SET: CULVERT
 DU0813_STAMPING: F 277 1948
 DU0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0813
 DU0813  HISTORY     - Date     Condition        Report By
 DU0813  HISTORY     - 1948     MONUMENTED       CGS
 DU0813  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0813
 DU0813                          STATION DESCRIPTION
 DU0813
 DU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0813'1.4 MI W FROM CHANDLER.
 DU0813'1.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0813'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 53.7 FEET WEST OF THE
 DU0813'CENTER LINE OF A DIRT ROAD, 12.0 FEET NORTH OF THE CENTER LINE OF THE
 DU0813'ROAD, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE
 DU0813'CENTER OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT IN THE
 DU0813'ROAD FOR A IRRIGATION DITCH.
 DU0813
 DU0813                          STATION RECOVERY (2006)
 DU0813
 DU0813'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0813'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0813'CONCRETE ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD, THE
 DU0813'NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED ALMA SCHOOL ROAD, AND
 DU0813'THE IRRIGATION DITCH IS NOW LOCATED UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0814 ***********************************************************************
 DU0814  DESIGNATION -  F 277 RESET
 DU0814  PID         -  DU0814
 DU0814  STATE/COUNTY-  AZ/MARICOPA
 DU0814  USGS QUAD   -  CHANDLER (1981)
 DU0814
 DU0814                         *CURRENT SURVEY CONTROL
 DU0814  ___________________________________________________________________
 DU0814* NAD 83(1986)-  33 18 21.     (N)    111 51 32.     (W)     SCALED    
 DU0814* NAVD 88     -       367.52   (+/-2cm)    1205.8    (feet)  VERTCON   
 DU0814  ___________________________________________________________________
 DU0814  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0814
 DU0814  VERT ORDER  -  THIRD (See Below)
 DU0814
 DU0814.The horizontal coordinates were scaled from a topographic map and have
 DU0814.an estimated accuracy of +/- 6 seconds.
 DU0814
 DU0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0814.The vertical order pertains to the NGVD 29 superseded value.
 DU0814
 DU0814.The geoid height was determined by GEOID03.
 DU0814
 DU0814;                    North         East    Units  Estimated Accuracy
 DU0814;SPC AZ C     -   255,670.      218,740.      MT  (+/- 180 meters Scaled)
 DU0814
 DU0814                          SUPERSEDED SURVEY CONTROL
 DU0814
 DU0814  NGVD 29 (??/??/??)  366.99   (m)         1204.0    (f) RESET       3  
 DU0814
 DU0814.Superseded values are not recommended for survey control.
 DU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0814.See file dsdata.txt to determine how the superseded data were derived.
 DU0814
 DU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB200855(NAD 83)
 DU0814_MARKER: DB = BENCH MARK DISK
 DU0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0814_STAMPING: F 277 RESET 1968
 DU0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0814+STABILITY: SURFACE MOTION
 DU0814
 DU0814  HISTORY     - Date     Condition        Report By
 DU0814  HISTORY     - 1968     MONUMENTED       AZHD
 DU0814  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0814
 DU0814                          STATION DESCRIPTION
 DU0814
 DU0814'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 DU0814'1.4 MI W FROM CHANDLER.
 DU0814'ABOUT 1.4 MILES WEST ALONG WILLIAMS FIELD ROAD FROM THE INTERSECTION
 DU0814'OF ARIZONA AVENUE AND WILLIAMS FIELD ROAD IN CHANDLER, LOCATED IN THE
 DU0814'SOUTHWEST CORNER OF THE INTERSECTION OF WILLIAMS SCHOOL ROAD AND ALMA
 DU0814'SCHOOL ROAD, 1 FOOT EAST OF THE EAST EDGE OF CONCRETE IRRIGATION
 DU0814'DITCH, 1 FOOT WEST OF A TELEPHONE POLE WITH A GREEN METAL BOX
 DU0814'PROJECTING ON THE SOUTH SIDE OF THE POLE, SET IN THE TOP OF A CONCRETE
 DU0814'POST FLUSH WITH THE GROUND, 52 FEET SOUTH OF THE CENTER LINE OF
 DU0814'WILLIAMS FIELD ROAD, AND 30 FEET WEST OF THE CENTER LINE OF ALMA
 DU0814'SCHOOL ROAD.
 DU0814
 DU0814                          STATION RECOVERY (2006)
 DU0814
 DU0814'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0814'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0814'ROAD IS NOW CHANDLER BOULEVARD, THE IRRIGATION DITCH IS NOW LOCATED
 DU0814'UNDERGROUND, AND ALL TELEPHONE POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0333 ***********************************************************************
 CZ0333  DESIGNATION -  F 279
 CZ0333  PID         -  CZ0333
 CZ0333  STATE/COUNTY-  AZ/PINAL
 CZ0333  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0333
 CZ0333                         *CURRENT SURVEY CONTROL
 CZ0333  ___________________________________________________________________
 CZ0333* NAD 83(1986)-  32 41 34.     (N)    111 27 39.     (W)     SCALED    
 CZ0333* NAVD 88     -       509.114  (meters)    1670.32   (feet)  ADJUSTED  
 CZ0333  ___________________________________________________________________
 CZ0333  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0333  DYNAMIC HT  -         508.469 (meters)    1668.20  (feet)  COMP
 CZ0333  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 CZ0333  OBS GRAVITY -     979,356.0   (mgal)                       GRAV_OBS
 CZ0333
 CZ0333  VERT ORDER  -  FIRST     CLASS II
 CZ0333
 CZ0333.The horizontal coordinates were scaled from a topographic map and have
 CZ0333.an estimated accuracy of +/- 6 seconds.
 CZ0333
 CZ0333.The orthometric height was determined by differential leveling
 CZ0333.and adjusted by the National Geodetic Survey in November 1993..
 CZ0333
 CZ0333.The geoid height was determined by GEOID03.
 CZ0333
 CZ0333.The dynamic height is computed by dividing the NAVD 88
 CZ0333.geopotential number by the normal gravity value computed on the
 CZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0333.degrees latitude (g = 980.6199 gals.).
 CZ0333
 CZ0333.The modeled gravity was interpolated from observed gravity values.
 CZ0333.The observed gravity was obtained from relative gravimeter ties
 CZ0333.to the IGSN71 gravity network.
 CZ0333
 CZ0333;                    North         East    Units  Estimated Accuracy
 CZ0333;SPC AZ C     -   187,780.      256,100.      MT  (+/- 180 meters Scaled)
 CZ0333
 CZ0333                          SUPERSEDED SURVEY CONTROL
 CZ0333
 CZ0333  NAVD 88 (06/15/91)  509.363  (m)         1671.14   (f) UNKNOWN     1 2
 CZ0333  NGVD 29 (??/??/92)  509.385  (m)         1671.21   (f) ADJ UNCH    1 2
 CZ0333
 CZ0333.Superseded values are not recommended for survey control.
 CZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0333.See file dsdata.txt to determine how the superseded data were derived.
 CZ0333
 CZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB568173(NAD 83)
 CZ0333_MARKER: DB = BENCH MARK DISK
 CZ0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ0333_SP_SET: ABUTMENT
 CZ0333_STAMPING: F 279 1948
 CZ0333_MARK LOGO: CGS   
 CZ0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0333+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0333
 CZ0333  HISTORY     - Date     Condition        Report By
 CZ0333  HISTORY     - 1948     MONUMENTED       CGS
 CZ0333  HISTORY     - 1967     GOOD             NGS
 CZ0333  HISTORY     - 1975     GOOD             AZDT
 CZ0333  HISTORY     - 1980     GOOD             NGS
 CZ0333  HISTORY     - 1984     GOOD             NGS
 CZ0333  HISTORY     - 19911205 GOOD             NGS
 CZ0333
 CZ0333                          STATION DESCRIPTION
 CZ0333
 CZ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0333'2.7 MI SE FROM PICACHO.
 CZ0333'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0333'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 30, T 8 S, R 9 E,
 CZ0333'3 POLES SOUTHEAST OF MILEPOST NUMBER 940, 6 1/2 FEET SOUTHWEST OF THE
 CZ0333'SOUTHWEST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF
 CZ0333'THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 940.09, AND
 CZ0333'ABOUT 9 INCHES BELOW THE LEVEL OF THE TRACK.
 CZ0333
 CZ0333                          STATION RECOVERY (1975)
 CZ0333
 CZ0333'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0333'FROM MILEPOST 215, I-10, WEST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ0333'THE STATION ON THE RAILROAD BRIDGE ON THE RIGHT.  ON THE SOUTHEAST
 CZ0333'CORNER OF THE RAILROAD BRIDGE, A LITTLE BELOW THE LEVEL OF THE TRACKS.
 CZ0333'10 FT. SOUTH OF THE CENTERLINE OF THE RAILROAD TRACKS.  A USC AND GS
 CZ0333'BENCH MARK BRASS CAP, CEMENTED IN A DRILL HOLE ON THE TOP OF A BRIDGE
 CZ0333'FOUNDATION.
 CZ0333
 CZ0333                          STATION RECOVERY (1980)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0333'THE MARK IS 0.3 M BELOW THE TRACKS.
 CZ0333'34.3 KILOMETERS (21.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0333'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE SOUTHWEST
 CZ0333'END OF THE SOUTHEAST CONCRETE ABUTMENT FOR RAILROAD BRIDGE 940.09,
 CZ0333'1.9 METERS (6.5 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.3 METER
 CZ0333'(1 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 CZ0333
 CZ0333                          STATION RECOVERY (1984)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0333'RECOVERED IN GOOD CONDITION.
 CZ0333
 CZ0333                          STATION RECOVERY (1991)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0333'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0333'POST OFFICE IN PICACHO, IN TOP OF AND 1.2 M (3.9 FT) NORTHEAST OF THE
 CZ0333'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN PACIFIC
 CZ0333'RAILROAD BRIDGE NUMBER 940.09, 37.2 M (122.0 FT) NORTHEAST OF THE
 CZ0333'ROAD CENTERLINE, 2.0 M (6.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M
 CZ0333'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0052 ***********************************************************************
 ET0052  DESIGNATION -  F 28
 ET0052  PID         -  ET0052
 ET0052  STATE/COUNTY-  AZ/YAVAPAI
 ET0052  USGS QUAD   -  PRESCOTT (1973)
 ET0052
 ET0052                         *CURRENT SURVEY CONTROL
 ET0052  ___________________________________________________________________
 ET0052* NAD 83(1986)-  34 37 22.     (N)    112 24 28.     (W)     SCALED    
 ET0052* NAVD 88     -      1541.658  (meters)    5057.92   (feet)  POSTED    
 ET0052  ___________________________________________________________________
 ET0052  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0052  DYNAMIC HT  -        1539.570 (meters)    5051.07  (feet)  COMP
 ET0052  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 ET0052
 ET0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0052
 ET0052.The horizontal coordinates were scaled from a topographic map and have
 ET0052.an estimated accuracy of +/- 6 seconds.
 ET0052
 ET0052.The orthometric height was determined by differential leveling
 ET0052.and adjusted by the National Geodetic Survey in November 2005..
 ET0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0052.rate of 1.1 thru 2.0 mm/km.
 ET0052
 ET0052.The geoid height was determined by GEOID03.
 ET0052
 ET0052.The dynamic height is computed by dividing the NAVD 88
 ET0052.geopotential number by the normal gravity value computed on the
 ET0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0052.degrees latitude (g = 980.6199 gals.).
 ET0052
 ET0052.The modeled gravity was interpolated from observed gravity values.
 ET0052
 ET0052;                    North         East    Units  Estimated Accuracy
 ET0052;SPC AZ C     -   401,840.      168,330.      MT  (+/- 180 meters Scaled)
 ET0052
 ET0052                          SUPERSEDED SURVEY CONTROL
 ET0052
 ET0052  NGVD 29 (??/??/92) 1540.835  (m)         5055.22   (f) ADJ UNCH    1 2
 ET0052
 ET0052.Superseded values are not recommended for survey control.
 ET0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0052.See file dsdata.txt to determine how the superseded data were derived.
 ET0052
 ET0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709321(NAD 83)
 ET0052_MARKER: DB = BENCH MARK DISK
 ET0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0052_SP_SET: ABUTMENT
 ET0052_STAMPING: 5055.223 F 28 1933
 ET0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0052+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ET0052
 ET0052  HISTORY     - Date     Condition        Report By
 ET0052  HISTORY     - 1933     MONUMENTED       CGS
 ET0052  HISTORY     - 19970628 GOOD             USPSQD
 ET0052  HISTORY     - 20030610 GOOD             NGS
 ET0052
 ET0052                          STATION DESCRIPTION
 ET0052
 ET0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0052'7.3 MI N FROM PRESCOTT.
 ET0052'ON A. T. AND S. F. RIGHT OF WAY, 1.2 MILES NORTH OF ENTRO RAILROAD
 ET0052'JUNCTION, ON TOP OF SOUTHERLY CONCRETE ABUTMENT OF HIGHWAY UNDER-PASS
 ET0052'NO.FA-50, EAST SIDE OF TRACK.
 ET0052
 ET0052                          STATION RECOVERY (1997)
 ET0052
 ET0052'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0052'RECOVERED IN GOOD CONDITION.
 ET0052
 ET0052                          STATION RECOVERY (2003)
 ET0052
 ET0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0052'STATION IS ON TRESTLE OF REMOVED RR TRACKS OVER ABANDONED ALIGNMENT OF
 ET0052'ROUTE AZ 89A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0700 ***********************************************************************
 ET0700  DESIGNATION -  F 280
 ET0700  PID         -  ET0700
 ET0700  STATE/COUNTY-  AZ/LA PAZ
 ET0700  USGS QUAD   -  PLANET (1990)
 ET0700
 ET0700                         *CURRENT SURVEY CONTROL
 ET0700  ___________________________________________________________________
 ET0700* NAD 83(1986)-  34 12 26.     (N)    113 57 47.     (W)     SCALED    
 ET0700* NAVD 88     -       366.70   (+/-2cm)    1203.1    (feet)  VERTCON   
 ET0700  ___________________________________________________________________
 ET0700  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ET0700
 ET0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0700
 ET0700.The horizontal coordinates were scaled from a topographic map and have
 ET0700.an estimated accuracy of +/- 6 seconds.
 ET0700
 ET0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0700.The vertical order pertains to the NGVD 29 superseded value.
 ET0700
 ET0700.The geoid height was determined by GEOID03.
 ET0700
 ET0700;                    North         East    Units  Estimated Accuracy
 ET0700;SPC AZ W     -   355,670.      193,730.      MT  (+/- 180 meters Scaled)
 ET0700
 ET0700                          SUPERSEDED SURVEY CONTROL
 ET0700
 ET0700  NGVD 29 (??/??/92)  366.059  (m)         1200.98   (f) ADJ UNCH    1 2
 ET0700
 ET0700.Superseded values are not recommended for survey control.
 ET0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0700.See file dsdata.txt to determine how the superseded data were derived.
 ET0700
 ET0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269891(NAD 83)
 ET0700_MARKER: DB = BENCH MARK DISK
 ET0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0700_STAMPING: F 280 1948
 ET0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0700+STABILITY: SURFACE MOTION
 ET0700
 ET0700  HISTORY     - Date     Condition        Report By
 ET0700  HISTORY     - 1948     MONUMENTED       CGS
 ET0700
 ET0700                          STATION DESCRIPTION
 ET0700
 ET0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0700'24.8 MI N FROM BOUSE.
 ET0700'24.8 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0700'BOUSE, AT THE FOOT OF THE NORTHEAST SLOPE OF A SMALL MOUNTAIN, 81 FEET
 ET0700'WEST OF THE CENTER LINE OF A DRY WASH, 39 FEET WEST OF THE CENTER LINE
 ET0700'OF THE ROAD, 4.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ET0700'2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 ET0700'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1175 ***********************************************************************
 DV1175  DESIGNATION -  F 281
 DV1175  PID         -  DV1175
 DV1175  STATE/COUNTY-  AZ/LA PAZ
 DV1175  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1175
 DV1175                         *CURRENT SURVEY CONTROL
 DV1175  ___________________________________________________________________
 DV1175* NAD 83(1986)-  33 55 15.     (N)    113 59 47.     (W)     SCALED    
 DV1175* NAVD 88     -       295.26   (+/-2cm)     968.7    (feet)  VERTCON   
 DV1175  ___________________________________________________________________
 DV1175  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1175
 DV1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1175
 DV1175.The horizontal coordinates were scaled from a topographic map and have
 DV1175.an estimated accuracy of +/- 6 seconds.
 DV1175
 DV1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1175.The vertical order pertains to the NGVD 29 superseded value.
 DV1175
 DV1175.The geoid height was determined by GEOID03.
 DV1175
 DV1175;                    North         East    Units  Estimated Accuracy
 DV1175;SPC AZ W     -   323,910.      190,580.      MT  (+/- 180 meters Scaled)
 DV1175
 DV1175                          SUPERSEDED SURVEY CONTROL
 DV1175
 DV1175  NGVD 29 (??/??/92)  294.634  (m)          966.64   (f) ADJ UNCH    1 2
 DV1175
 DV1175.Superseded values are not recommended for survey control.
 DV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1175.See file dsdata.txt to determine how the superseded data were derived.
 DV1175
 DV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC229574(NAD 83)
 DV1175_MARKER: DB = BENCH MARK DISK
 DV1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1175_STAMPING: F 281 1948
 DV1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1175+STABILITY: SURFACE MOTION
 DV1175
 DV1175  HISTORY     - Date     Condition        Report By
 DV1175  HISTORY     - 1948     MONUMENTED       CGS
 DV1175
 DV1175                          STATION DESCRIPTION
 DV1175
 DV1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1175'1.0 MI SE FROM BOUSE.
 DV1175'1.0 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1175'FROM THE WATER TANK AT BOUSE, 39 YARDS SOUTHEAST OF MILEPOST 79, 41
 DV1175'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, ABOUT 4 FEET BELOW THE
 DV1175'SURFACE OF THE TRACK, 2.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DV1175'POST, AND 2 FEET NORTHWEST OF A POLE.  SET IN THE TOP OF A CONCRETE
 DV1175'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0392 ***********************************************************************
 CZ0392  DESIGNATION -  F 283
 CZ0392  PID         -  CZ0392
 CZ0392  STATE/COUNTY-  AZ/PINAL
 CZ0392  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0392
 CZ0392                         *CURRENT SURVEY CONTROL
 CZ0392  ___________________________________________________________________
 CZ0392* NAD 83(1986)-  32 59 17.     (N)    111 25 10.     (W)     SCALED    
 CZ0392* NAVD 88     -       464.154  (meters)    1522.81   (feet)  ADJUSTED  
 CZ0392  ___________________________________________________________________
 CZ0392  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0392  DYNAMIC HT  -         463.583 (meters)    1520.94  (feet)  COMP
 CZ0392  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 CZ0392
 CZ0392  VERT ORDER  -  FIRST     CLASS II
 CZ0392
 CZ0392.The horizontal coordinates were scaled from a topographic map and have
 CZ0392.an estimated accuracy of +/- 6 seconds.
 CZ0392
 CZ0392.The orthometric height was determined by differential leveling
 CZ0392.and adjusted by the National Geodetic Survey in November 1993..
 CZ0392
 CZ0392.The geoid height was determined by GEOID03.
 CZ0392
 CZ0392.The dynamic height is computed by dividing the NAVD 88
 CZ0392.geopotential number by the normal gravity value computed on the
 CZ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0392.degrees latitude (g = 980.6199 gals.).
 CZ0392
 CZ0392.The modeled gravity was interpolated from observed gravity values.
 CZ0392
 CZ0392;                    North         East    Units  Estimated Accuracy
 CZ0392;SPC AZ C     -   220,540.      259,830.      MT  (+/- 180 meters Scaled)
 CZ0392
 CZ0392                          SUPERSEDED SURVEY CONTROL
 CZ0392
 CZ0392  NGVD 29 (??/??/92)  463.654  (m)         1521.17   (f) ADJ UNCH    1 2
 CZ0392
 CZ0392.Superseded values are not recommended for survey control.
 CZ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0392.See file dsdata.txt to determine how the superseded data were derived.
 CZ0392
 CZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608500(NAD 83)
 CZ0392_MARKER: DB = BENCH MARK DISK
 CZ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0392_SP_SET: CONCRETE POST
 CZ0392_STAMPING: F 283 1948
 CZ0392_MARK LOGO: CGS   
 CZ0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0392+STABILITY: SURFACE MOTION
 CZ0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0392+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 CZ0392
 CZ0392  HISTORY     - Date     Condition        Report By
 CZ0392  HISTORY     - 1948     MONUMENTED       CGS
 CZ0392  HISTORY     - 1967     GOOD             NGS
 CZ0392  HISTORY     - 19920104 GOOD             NGS
 CZ0392
 CZ0392                          STATION DESCRIPTION
 CZ0392
 CZ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0392'4.75 MI SW FROM FLORENCE.
 CZ0392'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0392'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0392'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0392'GRAVELED ROAD, IN SECTION 22, T 5 S, R 9 E, SOUTHWEST OF A JUNCTION OF
 CZ0392'THE GRAVELED ROAD AND AN EAST-WEST ROAD, 27 FEET SOUTH OF THE CENTER
 CZ0392'LINE OF THE EAST-WEST ROAD, 104 FEET NORTHWEST OF THE NORTHWEST BANK
 CZ0392'OF THE FLORENCE CANAL, 8 FEET SOUTHEAST OF A POWER POLE, 1.1 FEET EAST
 CZ0392'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CZ0392'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ0392
 CZ0392                          STATION RECOVERY (1992)
 CZ0392
 CZ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0392'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0392'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0392'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0392'STREET, 27.0 M (88.6 FT) NORTH OF THE EXTENDED CENTER OF SELLERS
 CZ0392'STREET, 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST BANK OF AN
 CZ0392'IRRIGATION DITCH, 7.4 M (24.3 FT) SOUTH OF AND LEVEL WITH THE CENTER
 CZ0392'OF VAH KI INN ROAD, 3.2 M (10.5 FT) NORTH OF THE CENTER OF A FIELD
 CZ0392'ROAD, 1.8 M (5.9 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) WEST
 CZ0392'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CZ0392'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0322 ***********************************************************************
 CZ0322  DESIGNATION -  F 284
 CZ0322  PID         -  CZ0322
 CZ0322  STATE/COUNTY-  AZ/PINAL
 CZ0322  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0322
 CZ0322                         *CURRENT SURVEY CONTROL
 CZ0322  ___________________________________________________________________
 CZ0322* NAD 83(1986)-  32 41 48.     (N)    111 29 56.     (W)     SCALED    
 CZ0322* NAVD 88     -       498.83   (+/-2cm)    1636.6    (feet)  VERTCON   
 CZ0322  ___________________________________________________________________
 CZ0322  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0322
 CZ0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0322
 CZ0322.The horizontal coordinates were scaled from a topographic map and have
 CZ0322.an estimated accuracy of +/- 6 seconds.
 CZ0322
 CZ0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0322.The vertical order pertains to the NGVD 29 superseded value.
 CZ0322
 CZ0322.The geoid height was determined by GEOID03.
 CZ0322
 CZ0322;                    North         East    Units  Estimated Accuracy
 CZ0322;SPC AZ C     -   188,190.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0322
 CZ0322                          SUPERSEDED SURVEY CONTROL
 CZ0322
 CZ0322  NGVD 29 (??/??/92)  498.269  (m)         1634.74   (f) ADJ UNCH    1 2
 CZ0322
 CZ0322.Superseded values are not recommended for survey control.
 CZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0322.See file dsdata.txt to determine how the superseded data were derived.
 CZ0322
 CZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532177(NAD 83)
 CZ0322_MARKER: DB = BENCH MARK DISK
 CZ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0322_STAMPING: F 284 1949
 CZ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0322+STABILITY: SURFACE MOTION
 CZ0322
 CZ0322  HISTORY     - Date     Condition        Report By
 CZ0322  HISTORY     - 1949     MONUMENTED       CGS
 CZ0322  HISTORY     - 1952     GOOD             NGS
 CZ0322  HISTORY     - 1962     MARK NOT FOUND   USGS
 CZ0322  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0322
 CZ0322                          STATION DESCRIPTION
 CZ0322
 CZ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0322'1.3 MI S FROM PICACHO.
 CZ0322'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0322'THENCE 1.2 MILES SOUTH ALONG PICACHO HIGHWAY, 0.1 MILE SOUTH OF THE T
 CZ0322'JUNCTION OF A DEAD END DIRT ROAD WHICH LEADS WEST ALONG A POWER LINE,
 CZ0322'36 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE HIGHWAY,
 CZ0322'6.8 FEET EAST OF THE SECOND POWER POLE, SOUTH OF A T JUNCTION OF POWER
 CZ0322'LINES, 4 FEET EAST OF A NORTH-SOUTH FENCE LINE, 4 FEET SOUTH OF A
 CZ0322'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0322'GROUND.
 CZ0322
 CZ0322                          STATION RECOVERY (1962)
 CZ0322
 CZ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CZ0322'MARK NOT FOUND.
 CZ0322
 CZ0322                          STATION RECOVERY (1977)
 CZ0322
 CZ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0686 ***********************************************************************
 ET0686  DESIGNATION -  F 286
 ET0686  PID         -  ET0686
 ET0686  STATE/COUNTY-  AZ/MOHAVE
 ET0686  USGS QUAD   -  SIGNAL (1990)
 ET0686
 ET0686                         *CURRENT SURVEY CONTROL
 ET0686  ___________________________________________________________________
 ET0686* NAD 83(1986)-  34 28 07.     (N)    113 39 02.     (W)     SCALED    
 ET0686* NAVD 88     -       502.054  (meters)    1647.16   (feet)  POSTED    
 ET0686  ___________________________________________________________________
 ET0686  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ET0686  DYNAMIC HT  -         501.480 (meters)    1645.27  (feet)  COMP
 ET0686  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 ET0686
 ET0686  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0686
 ET0686.The horizontal coordinates were scaled from a topographic map and have
 ET0686.an estimated accuracy of +/- 6 seconds.
 ET0686
 ET0686.The orthometric height was determined by differential leveling
 ET0686.and adjusted by the National Geodetic Survey in November 2005..
 ET0686.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0686.rate of 2.1 thru 3.0 mm/km.
 ET0686
 ET0686.The geoid height was determined by GEOID03.
 ET0686
 ET0686.The dynamic height is computed by dividing the NAVD 88
 ET0686.geopotential number by the normal gravity value computed on the
 ET0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0686.degrees latitude (g = 980.6199 gals.).
 ET0686
 ET0686.The modeled gravity was interpolated from observed gravity values.
 ET0686
 ET0686;                    North         East    Units  Estimated Accuracy
 ET0686;SPC AZ W     -   384,650.      222,500.      MT  (+/- 180 meters Scaled)
 ET0686
 ET0686                          SUPERSEDED SURVEY CONTROL
 ET0686
 ET0686  NGVD 29 (??/??/92)  501.354  (m)         1644.86   (f) ADJ UNCH    1 2
 ET0686
 ET0686.Superseded values are not recommended for survey control.
 ET0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0686.See file dsdata.txt to determine how the superseded data were derived.
 ET0686
 ET0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD565173(NAD 83)
 ET0686_MARKER: DB = BENCH MARK DISK
 ET0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0686_STAMPING: F 286 1950
 ET0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0686+STABILITY: SURFACE MOTION
 ET0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0686+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0686
 ET0686  HISTORY     - Date     Condition        Report By
 ET0686  HISTORY     - 1950     MONUMENTED       CGS
 ET0686  HISTORY     - 20010122 GOOD             AZ-015
 ET0686
 ET0686                          STATION DESCRIPTION
 ET0686
 ET0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0686'1.2 MI SW FROM SIGNAL.
 ET0686'1.2 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0686'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.6 MILE WEST OF THE
 ET0686'JUNCTION OF A TRACK ROAD LEADING SOUTH, 27 1/2 FEET NORTH OF THE
 ET0686'CENTER LINE OF THE ROAD, 14 FEET EAST OF A 4-INCH CATCLAW TREE, 2.3
 ET0686'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ET0686'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ET0686
 ET0686                          STATION RECOVERY (2001)
 ET0686
 ET0686'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0732 ***********************************************************************
 ET0732  DESIGNATION -  F 287
 ET0732  PID         -  ET0732
 ET0732  STATE/COUNTY-  AZ/MOHAVE
 ET0732  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0732
 ET0732                         *CURRENT SURVEY CONTROL
 ET0732  ___________________________________________________________________
 ET0732* NAD 83(1986)-  34 36 42.     (N)    113 30 53.     (W)     SCALED    
 ET0732* NAVD 88     -       694.697  (meters)    2279.19   (feet)  POSTED    
 ET0732  ___________________________________________________________________
 ET0732  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ET0732  DYNAMIC HT  -         693.880 (meters)    2276.50  (feet)  COMP
 ET0732  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 ET0732
 ET0732  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0732
 ET0732.The horizontal coordinates were scaled from a topographic map and have
 ET0732.an estimated accuracy of +/- 6 seconds.
 ET0732
 ET0732.The orthometric height was determined by differential leveling
 ET0732.and adjusted by the National Geodetic Survey in November 2005..
 ET0732.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0732.rate of 1.1 thru 2.0 mm/km.
 ET0732
 ET0732.The geoid height was determined by GEOID03.
 ET0732
 ET0732.The dynamic height is computed by dividing the NAVD 88
 ET0732.geopotential number by the normal gravity value computed on the
 ET0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0732.degrees latitude (g = 980.6199 gals.).
 ET0732
 ET0732.The modeled gravity was interpolated from observed gravity values.
 ET0732
 ET0732;                    North         East    Units  Estimated Accuracy
 ET0732;SPC AZ W     -   400,540.      234,940.      MT  (+/- 180 meters Scaled)
 ET0732
 ET0732                          SUPERSEDED SURVEY CONTROL
 ET0732
 ET0732  NGVD 29 (??/??/92)  693.980  (m)         2276.83   (f) ADJ UNCH    1 2
 ET0732
 ET0732.Superseded values are not recommended for survey control.
 ET0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0732.See file dsdata.txt to determine how the superseded data were derived.
 ET0732
 ET0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD694328(NAD 83)
 ET0732_MARKER: DB = BENCH MARK DISK
 ET0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0732_STAMPING: F 287 1950
 ET0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0732+STABILITY: SURFACE MOTION
 ET0732
 ET0732  HISTORY     - Date     Condition        Report By
 ET0732  HISTORY     - 1950     MONUMENTED       CGS
 ET0732  HISTORY     - 1967     GOOD             USGS
 ET0732
 ET0732                          STATION DESCRIPTION
 ET0732
 ET0732'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0732'10.2 MI S FROM WIKIEUP.
 ET0732'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0732'WIKIEUP, THENCE 2.8 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.3 MILE
 ET0732'EAST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTH AT A LONG SWEEPING
 ET0732'CURVE, 42 FEET SOUTH OF AND ACROSS THE ROAD FROM THE TOP OF THE HIGH
 ET0732'SOUTH BANK OF A DRY WASH, 34 FEET NORTHWEST OF THE NORTH ONE OF TWO
 ET0732'6-INCH PALO VERDE TREES, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 ET0732'ROAD, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 ET0732'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0732'GROUND.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE PROCEED SOUTH ON
 ET0732'HIGHWAY NO. 93, 7.8 MILES TO A T ROAD HEADING EAST. TURN LEFT ON THE T
 ET0732'ROAD AND GO 0.3 MILE TO A Y ROAD.  GO LEFT APPROXIMATE 0.1 TO ANOTHER
 ET0732'Y ROAD.  GO RIGHT APPROXIMATELY 0.4 OF A MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0459 ***********************************************************************
 ET0459  DESIGNATION -  F 288
 ET0459  PID         -  ET0459
 ET0459  STATE/COUNTY-  AZ/YAVAPAI
 ET0459  USGS QUAD   -  IRON SPRINGS (1979)
 ET0459
 ET0459                         *CURRENT SURVEY CONTROL
 ET0459  ___________________________________________________________________
 ET0459* NAD 83(1986)-  34 35 19.     (N)    112 35 14.     (W)     SCALED    
 ET0459* NAVD 88     -      1745.649  (meters)    5727.18   (feet)  POSTED    
 ET0459  ___________________________________________________________________
 ET0459  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET0459  DYNAMIC HT  -        1743.250 (meters)    5719.31  (feet)  COMP
 ET0459  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 ET0459
 ET0459  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0459
 ET0459.The horizontal coordinates were scaled from a topographic map and have
 ET0459.an estimated accuracy of +/- 6 seconds.
 ET0459
 ET0459.The orthometric height was determined by differential leveling
 ET0459.and adjusted by the National Geodetic Survey in November 2005..
 ET0459.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0459.rate of 2.1 thru 3.0 mm/km.
 ET0459
 ET0459.The geoid height was determined by GEOID03.
 ET0459
 ET0459.The dynamic height is computed by dividing the NAVD 88
 ET0459.geopotential number by the normal gravity value computed on the
 ET0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0459.degrees latitude (g = 980.6199 gals.).
 ET0459
 ET0459.The modeled gravity was interpolated from observed gravity values.
 ET0459
 ET0459;                    North         East    Units  Estimated Accuracy
 ET0459;SPC AZ C     -   398,150.      151,850.      MT  (+/- 180 meters Scaled)
 ET0459
 ET0459                          SUPERSEDED SURVEY CONTROL
 ET0459
 ET0459  NGVD 29 (??/??/92) 1744.773  (m)         5724.31   (f) ADJ UNCH    1 2
 ET0459
 ET0459.Superseded values are not recommended for survey control.
 ET0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0459.See file dsdata.txt to determine how the superseded data were derived.
 ET0459
 ET0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD544285(NAD 83)
 ET0459_MARKER: DB = BENCH MARK DISK
 ET0459_SETTING: 0 = UNSPECIFIED SETTING
 ET0459_STAMPING: F 288 1950
 ET0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0459
 ET0459  HISTORY     - Date     Condition        Report By
 ET0459  HISTORY     - 1952     MONUMENTED       CGS
 ET0459  HISTORY     - 1974     GOOD             USGS
 ET0459
 ET0459                          STATION DESCRIPTION
 ET0459
 ET0459'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0459'1.4 MI NW FROM IRON SPRINGS.
 ET0459'1.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0459'(DISMANTLED) FROM THE STATION (SITE) AT IRON SPRINGS, 95 FEET SOUTH OF
 ET0459'CENTER OF DRAIN UNDER WASHED OUT TRESTLE, AND 73 FEET WEST OF
 ET0459'CENTERLINE OF RR GRADE AND LEVEL WITH GRADE OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0650 ***********************************************************************
 ET0650  DESIGNATION -  F 289
 ET0650  PID         -  ET0650
 ET0650  STATE/COUNTY-  AZ/YAVAPAI
 ET0650  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0650
 ET0650                         *CURRENT SURVEY CONTROL
 ET0650  ___________________________________________________________________
 ET0650* NAD 83(1986)-  34 29 09.     (N)    113 17 09.     (W)     SCALED    
 ET0650* NAVD 88     -       946.937  (meters)    3106.74   (feet)  POSTED    
 ET0650  ___________________________________________________________________
 ET0650  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0650  DYNAMIC HT  -         945.790 (meters)    3102.98  (feet)  COMP
 ET0650  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 ET0650
 ET0650  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0650
 ET0650.The horizontal coordinates were scaled from a topographic map and have
 ET0650.an estimated accuracy of +/- 6 seconds.
 ET0650
 ET0650.The orthometric height was determined by differential leveling
 ET0650.and adjusted by the National Geodetic Survey in November 2005..
 ET0650.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0650.rate of 1.1 thru 2.0 mm/km.
 ET0650
 ET0650.The geoid height was determined by GEOID03.
 ET0650
 ET0650.The dynamic height is computed by dividing the NAVD 88
 ET0650.geopotential number by the normal gravity value computed on the
 ET0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0650.degrees latitude (g = 980.6199 gals.).
 ET0650
 ET0650.The modeled gravity was interpolated from observed gravity values.
 ET0650
 ET0650;                    North         East    Units  Estimated Accuracy
 ET0650;SPC AZ C     -   387,390.       87,600.      MT  (+/- 180 meters Scaled)
 ET0650
 ET0650                          SUPERSEDED SURVEY CONTROL
 ET0650
 ET0650  NGVD 29 (??/??/92)  946.215  (m)         3104.37   (f) ADJ UNCH    1 2
 ET0650
 ET0650.Superseded values are not recommended for survey control.
 ET0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0650.See file dsdata.txt to determine how the superseded data were derived.
 ET0650
 ET0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD900183(NAD 83)
 ET0650_MARKER: DB = BENCH MARK DISK
 ET0650_SETTING: 66 = SET IN ROCK OUTCROP
 ET0650_SP_SET: GRANITE OUTCROP
 ET0650_STAMPING: F 289 1950
 ET0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0650+STABILITY: POSITION/ELEVATION WELL
 ET0650
 ET0650  HISTORY     - Date     Condition        Report By
 ET0650  HISTORY     - 1950     MONUMENTED       CGS
 ET0650
 ET0650                          STATION DESCRIPTION
 ET0650
 ET0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0650'19.7 MI SW FROM BAGDAD.
 ET0650'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0650'AT BAGDAD, THENCE 12.9 MILES WEST ALONG A COUNTY DIRT ROAD, 0.45 MILE
 ET0650'SOUTH OF THE OLD OLEA RANCHHOUSE (NOW KNOWN AS LINES RANCHHOUSE), 0.2
 ET0650'MILE SOUTH OF A PROMINENT SUMMIT OF A GRADE, 115 FEET NORTHWEST OF THE
 ET0650'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST, IN THE TOP OF A
 ET0650'GRANITE OUTCROP, AT THE NORTHEAST CORNER OF A LARGE PILE OF GRANITE
 ET0650'BOULDERS, 83 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET
 ET0650'(SLOPE MEASUREMENT) EAST OF AND BELOW THE BOTTOM OF A LARGE BOULDER
 ET0650'BALANCED ON THE TOP OF ANOTHER BOULDER, ABOUT 5 FEET LOWER THAN THE
 ET0650'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0294 ***********************************************************************
 ES0294  DESIGNATION -  F 29
 ES0294  PID         -  ES0294
 ES0294  STATE/COUNTY-  AZ/GILA
 ES0294  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0294
 ES0294                         *CURRENT SURVEY CONTROL
 ES0294  ___________________________________________________________________
 ES0294* NAD 83(1986)-  34 19 02.     (N)    111 22 52.     (W)     SCALED    
 ES0294* NAVD 88     -      1434.764  (meters)    4707.22   (feet)  ADJUSTED  
 ES0294  ___________________________________________________________________
 ES0294  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ES0294  DYNAMIC HT  -        1432.798 (meters)    4700.77  (feet)  COMP
 ES0294  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 ES0294
 ES0294  VERT ORDER  -  FIRST     CLASS II
 ES0294
 ES0294.The horizontal coordinates were scaled from a topographic map and have
 ES0294.an estimated accuracy of +/- 6 seconds.
 ES0294
 ES0294.The orthometric height was determined by differential leveling
 ES0294.and adjusted by the National Geodetic Survey in June 1991..
 ES0294
 ES0294.The geoid height was determined by GEOID03.
 ES0294
 ES0294.The dynamic height is computed by dividing the NAVD 88
 ES0294.geopotential number by the normal gravity value computed on the
 ES0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0294.degrees latitude (g = 980.6199 gals.).
 ES0294
 ES0294.The modeled gravity was interpolated from observed gravity values.
 ES0294
 ES0294;                    North         East    Units  Estimated Accuracy
 ES0294;SPC AZ E     -   368,510.      101,590.      MT  (+/- 180 meters Scaled)
 ES0294
 ES0294                          SUPERSEDED SURVEY CONTROL
 ES0294
 ES0294  NGVD 29 (??/??/92) 1434.014  (m)         4704.76   (f) ADJ UNCH    1 2
 ES0294
 ES0294.Superseded values are not recommended for survey control.
 ES0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0294.See file dsdata.txt to determine how the superseded data were derived.
 ES0294
 ES0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC649973(NAD 83)
 ES0294_MARKER: DB = BENCH MARK DISK
 ES0294_SETTING: 80 = SET IN A BOULDER
 ES0294_SP_SET: BOULDER
 ES0294_STAMPING: 4704.761 F 29 1933
 ES0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0294+STABILITY: SURFACE MOTION
 ES0294
 ES0294  HISTORY     - Date     Condition        Report By
 ES0294  HISTORY     - 1933     MONUMENTED       CGS
 ES0294  HISTORY     - 1972     GOOD             USGS
 ES0294  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0294  HISTORY     - 19980819 GOOD             USPSQD
 ES0294
 ES0294                          STATION DESCRIPTION
 ES0294
 ES0294'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0294'7.6 MI SE FROM PINE.
 ES0294'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM PINE, 225 FEET
 ES0294'SOUTHEAST OF THE HIGHWAY AND 50 FEET SOUTHEAST OF SYCAMORE CREEK IN
 ES0294'THE TOP OF A BOULDER PROJECTING 1.0 FEET.
 ES0294
 ES0294                          STATION RECOVERY (1982)
 ES0294
 ES0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0294'NOT RECOVERED.
 ES0294
 ES0294                          STATION RECOVERY (1998)
 ES0294
 ES0294'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0369 ***********************************************************************
 ET0369  DESIGNATION -  F 290
 ET0369  PID         -  ET0369
 ET0369  STATE/COUNTY-  AZ/YAVAPAI
 ET0369  USGS QUAD   -  HILLSIDE (1969)
 ET0369
 ET0369                         *CURRENT SURVEY CONTROL
 ET0369  ___________________________________________________________________
 ET0369* NAD 83(1986)-  34 27 01.     (N)    112 58 33.     (W)     SCALED    
 ET0369* NAVD 88     -      1059.874  (meters)    3477.27   (feet)  POSTED    
 ET0369  ___________________________________________________________________
 ET0369  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 ET0369  DYNAMIC HT  -        1058.550 (meters)    3472.93  (feet)  COMP
 ET0369  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 ET0369
 ET0369  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0369
 ET0369.The horizontal coordinates were scaled from a topographic map and have
 ET0369.an estimated accuracy of +/- 6 seconds.
 ET0369
 ET0369.The orthometric height was determined by differential leveling
 ET0369.and adjusted by the National Geodetic Survey in November 2005..
 ET0369.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0369.rate of 1.1 thru 2.0 mm/km.
 ET0369
 ET0369.The geoid height was determined by GEOID03.
 ET0369
 ET0369.The dynamic height is computed by dividing the NAVD 88
 ET0369.geopotential number by the normal gravity value computed on the
 ET0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0369.degrees latitude (g = 980.6199 gals.).
 ET0369
 ET0369.The modeled gravity was interpolated from observed gravity values.
 ET0369
 ET0369;                    North         East    Units  Estimated Accuracy
 ET0369;SPC AZ C     -   383,110.      116,040.      MT  (+/- 180 meters Scaled)
 ET0369
 ET0369                          SUPERSEDED SURVEY CONTROL
 ET0369
 ET0369  NGVD 29 (??/??/92) 1059.135  (m)         3474.85   (f) ADJ UNCH    1 2
 ET0369
 ET0369.Superseded values are not recommended for survey control.
 ET0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0369.See file dsdata.txt to determine how the superseded data were derived.
 ET0369
 ET0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD184138(NAD 83)
 ET0369_MARKER: DB = BENCH MARK DISK
 ET0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0369_SP_SET: CATTLE GUARD
 ET0369_STAMPING: F 290 1850
 ET0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0369
 ET0369  HISTORY     - Date     Condition        Report By
 ET0369  HISTORY     - 1950     MONUMENTED       CGS
 ET0369
 ET0369                          STATION DESCRIPTION
 ET0369
 ET0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0369'4.9 MI NW FROM HILLSIDE.
 ET0369'4.9 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0369'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE WEST END OF A
 ET0369'LONG ROCK CUT, AT A CATTLE GUARD, IN THE TOP OF THE APPROXIMATE CENTER
 ET0369'OF THE SOUTH CONCRETE HEAD WALL, 13 1/2 FEET SOUTH OF THE CENTER LINE
 ET0369'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0730 ***********************************************************************
 CZ0730  DESIGNATION -  F 291
 CZ0730  PID         -  CZ0730
 CZ0730  STATE/COUNTY-  AZ/PIMA
 CZ0730  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0730
 CZ0730                         *CURRENT SURVEY CONTROL
 CZ0730  ___________________________________________________________________
 CZ0730* NAD 83(1986)-  32 14 12.     (N)    111 10 13.     (W)     SCALED    
 CZ0730* NAVD 88     -       820.90   (+/-2cm)    2693.2    (feet)  VERTCON   
 CZ0730  ___________________________________________________________________
 CZ0730  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0730
 CZ0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0730
 CZ0730.The horizontal coordinates were scaled from a topographic map and have
 CZ0730.an estimated accuracy of +/- 6 seconds.
 CZ0730
 CZ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0730.The vertical order pertains to the NGVD 29 superseded value.
 CZ0730
 CZ0730.The geoid height was determined by GEOID03.
 CZ0730
 CZ0730;                    North         East    Units  Estimated Accuracy
 CZ0730;SPC AZ C     -   137,350.      283,700.      MT  (+/- 180 meters Scaled)
 CZ0730
 CZ0730                          SUPERSEDED SURVEY CONTROL
 CZ0730
 CZ0730  NGVD 29 (??/??/92)  820.217  (m)         2691.00   (f) ADJ UNCH    2 0
 CZ0730
 CZ0730.Superseded values are not recommended for survey control.
 CZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0730.See file dsdata.txt to determine how the superseded data were derived.
 CZ0730
 CZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839666(NAD 83)
 CZ0730_MARKER: DB = BENCH MARK DISK
 CZ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0730_STAMPING: F 291 1951
 CZ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0730+STABILITY: SURFACE MOTION
 CZ0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0730+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0730
 CZ0730  HISTORY     - Date     Condition        Report By
 CZ0730  HISTORY     - 1951     MONUMENTED       CGS
 CZ0730  HISTORY     - 20010922 GOOD             INDIV
 CZ0730  HISTORY     - 20060405 GOOD             NGS
 CZ0730
 CZ0730                          STATION DESCRIPTION
 CZ0730
 CZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0730'15.0 MI W FROM TUCSON.
 CZ0730'6.2 MILES WEST OF U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE HIGHWAY
 CZ0730'86 (AJO-TUCSON), THENCE 8.8 MILES NORTH WEST ALONG THE KINNEY ROAD VIA
 CZ0730'MCCAIN LOOP), AT A TRIANGLE FORMED BY KINNEY ROAD AND A GRAVEL ROAD
 CZ0730'LEADING NORTH TO THE PARK HEADQUARTERS, 132 FEET WEST OF THE POINT OF
 CZ0730'THE INTERSECTION AT THE SOUTHEAST END OF THE TRIANGLE, 36 1/2 FEET
 CZ0730'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 2.9 FEET SOUTHEAST OF A
 CZ0730'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0730'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ0730
 CZ0730                          STATION RECOVERY (2001)
 CZ0730
 CZ0730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0730'WITNESS POST NO LONGER PRESENT.  62 FEET AT 282 DEG. FROM 'P' SIGN
 CZ0730''M3'.  84 FEET AT 333 DEG. FROM TRAILHEAD OPENING IN PARKING AREA
 CZ0730'FENCE.  MEASURED GPS COORDS, N32 14 13.1, W111 10 13.9, ELEV. 2685 FT.
 CZ0730' 
 CZ0730
 CZ0730                          STATION RECOVERY (2006)
 CZ0730
 CZ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0730'DISK IS NOW STAMPED 'F 291 1951 D DOT DOT.'  IT IS SOUTH ACROSS ROAD
 CZ0730'FROM UNUSED, REAR ENTRANCE TO DESERT MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0701 ***********************************************************************
 CZ0701  DESIGNATION -  F 292
 CZ0701  PID         -  CZ0701
 CZ0701  STATE/COUNTY-  AZ/PIMA
 CZ0701  USGS QUAD   -  AVRA (1992)
 CZ0701
 CZ0701                         *CURRENT SURVEY CONTROL
 CZ0701  ___________________________________________________________________
 CZ0701* NAD 83(1986)-  32 17 30.     (N)    111 14 06.     (W)     SCALED    
 CZ0701* NAVD 88     -       677.28   (+/-2cm)    2222.0    (feet)  VERTCON   
 CZ0701  ___________________________________________________________________
 CZ0701  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0701
 CZ0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0701
 CZ0701.The horizontal coordinates were scaled from a topographic map and have
 CZ0701.an estimated accuracy of +/- 6 seconds.
 CZ0701
 CZ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0701.The vertical order pertains to the NGVD 29 superseded value.
 CZ0701
 CZ0701.The geoid height was determined by GEOID03.
 CZ0701
 CZ0701;                    North         East    Units  Estimated Accuracy
 CZ0701;SPC AZ C     -   143,410.      277,560.      MT  (+/- 180 meters Scaled)
 CZ0701
 CZ0701                          SUPERSEDED SURVEY CONTROL
 CZ0701
 CZ0701  NGVD 29 (??/??/92)  676.647  (m)         2219.97   (f) ADJ UNCH    2 0
 CZ0701
 CZ0701.Superseded values are not recommended for survey control.
 CZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0701.See file dsdata.txt to determine how the superseded data were derived.
 CZ0701
 CZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA778727(NAD 83)
 CZ0701_MARKER: DB = BENCH MARK DISK
 CZ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0701_STAMPING: F 292 1951
 CZ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0701+STABILITY: SURFACE MOTION
 CZ0701
 CZ0701  HISTORY     - Date     Condition        Report By
 CZ0701  HISTORY     - 1951     MONUMENTED       CGS
 CZ0701
 CZ0701                          STATION DESCRIPTION
 CZ0701
 CZ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0701'16.1 MI SW FROM RILLITO.
 CZ0701'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0701'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0701'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0701'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0701'MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 7.7 MILES SOUTH ALONG A
 CZ0701'TRACK ROAD, THENCE 1 MILE EAST ALONG A GRADED ROAD, 21.7 MILES WEST OF
 CZ0701'TUCSON, ABOUT 1 MILE WEST OF A JUNCTION OF PALO VERDE TRAIL ROAD, AT A
 CZ0701'CATTLE GUARD, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD, 49.5 FEET
 CZ0701'NORTH OF THE NORTH END OF THE CATTLE GUARD, 1.7 FEET EAST OF A FENCE,
 CZ0701'2.3 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0701'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0630 ***********************************************************************
 CZ0630  DESIGNATION -  F 294
 CZ0630  PID         -  CZ0630
 CZ0630  STATE/COUNTY-  AZ/PIMA
 CZ0630  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0630
 CZ0630                         *CURRENT SURVEY CONTROL
 CZ0630  ___________________________________________________________________
 CZ0630* NAD 83(1986)-  32 26 10.     (N)    111 18 16.     (W)     SCALED    
 CZ0630* NAVD 88     -       586.90   (+/-2cm)    1925.5    (feet)  VERTCON   
 CZ0630  ___________________________________________________________________
 CZ0630  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0630
 CZ0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0630
 CZ0630.The horizontal coordinates were scaled from a topographic map and have
 CZ0630.an estimated accuracy of +/- 6 seconds.
 CZ0630
 CZ0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0630.The vertical order pertains to the NGVD 29 superseded value.
 CZ0630
 CZ0630.The geoid height was determined by GEOID03.
 CZ0630
 CZ0630;                    North         East    Units  Estimated Accuracy
 CZ0630;SPC AZ C     -   159,390.      270,930.      MT  (+/- 180 meters Scaled)
 CZ0630
 CZ0630                          SUPERSEDED SURVEY CONTROL
 CZ0630
 CZ0630  NGVD 29 (??/??/92)  586.362  (m)         1923.76   (f) ADJ UNCH    2 0
 CZ0630
 CZ0630.Superseded values are not recommended for survey control.
 CZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0630.See file dsdata.txt to determine how the superseded data were derived.
 CZ0630
 CZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713888(NAD 83)
 CZ0630_MARKER: DB = BENCH MARK DISK
 CZ0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0630_SP_SET: ABUTMENT
 CZ0630_STAMPING: F 294 1951
 CZ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0630
 CZ0630  HISTORY     - Date     Condition        Report By
 CZ0630  HISTORY     - 1951     MONUMENTED       CGS
 CZ0630
 CZ0630                          STATION DESCRIPTION
 CZ0630
 CZ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0630'11.7 MI W FROM RILLITO.
 CZ0630'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0630'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0630'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0630'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0630'TRICO ELECTRIC PLANT, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, 0.45
 CZ0630'MILE NORTH OF THE T JUNCTION OF THE MAIN ROAD LEADING NORTH AND SOUTH
 CZ0630'AND A ROAD LEADING WEST TO THE EL PASO NATURAL GAS PLANT, AND SET IN
 CZ0630'THE TOP OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK AT THE
 CZ0630'WEST END OF THE NORTH CONCRETE ABUTMENT, 13 FEET WEST OF THE CENTER
 CZ0630'LINE OF THE ROAD, 9 FEET NORTH OF THE CENTER OF THE WASH, 0.3 FOOT
 CZ0630'WEST OF THE WEST EDGE OF THE 6 BY 6 BRIDGE BOARD, AND ABOUT 0.4 FOOT
 CZ0630'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2381 ***********************************************************************
 CZ2381  DESIGNATION -  F 294 RESET
 CZ2381  PID         -  CZ2381
 CZ2381  STATE/COUNTY-  AZ/PIMA
 CZ2381  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2381
 CZ2381                         *CURRENT SURVEY CONTROL
 CZ2381  ___________________________________________________________________
 CZ2381* NAD 83(1992)-  32 26 20.59542(N)    111 18 15.52664(W)     ADJUSTED  
 CZ2381* NAVD 88     -       588.3    (meters)    1930.     (feet)  VERTCON   
 CZ2381  ___________________________________________________________________
 CZ2381  X           -  -1,957,783.112 (meters)                     COMP
 CZ2381  Y           -  -5,020,337.363 (meters)                     COMP
 CZ2381  Z           -   3,401,920.681 (meters)                     COMP
 CZ2381  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2381  ELLIP HEIGHT-         558.48  (meters)          (06/11/02) GPS OBS
 CZ2381  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2381
 CZ2381  HORZ ORDER  -  FIRST
 CZ2381  ELLP ORDER  -  FOURTH    CLASS II
 CZ2381
 CZ2381.The horizontal coordinates were established by GPS observations
 CZ2381.and adjusted by the National Geodetic Survey in August 1993..
 CZ2381
 CZ2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2381
 CZ2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2381
 CZ2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2381
 CZ2381.The ellipsoidal height was determined by GPS observations
 CZ2381.and is referenced to NAD 83.
 CZ2381
 CZ2381.The geoid height was determined by GEOID03.
 CZ2381
 CZ2381;                    North         East     Units Scale Factor Converg.
 CZ2381;SPC AZ C     -   159,714.228   270,940.507   MT  0.99994087   +0 19 42.5
 CZ2381;SPC AZ C     -   523,996.81    888,912.42   iFT  0.99994087   +0 19 42.5
 CZ2381;UTM  12      - 3,589,143.987   471,393.773   MT  0.99961009   -0 09 47.6
 CZ2381
 CZ2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2381!SPC AZ C     -   0.99991232  x   0.99994087  =   0.99985320
 CZ2381!UTM  12      -   0.99991232  x   0.99961009  =   0.99952244
 CZ2381
 CZ2381                          SUPERSEDED SURVEY CONTROL
 CZ2381
 CZ2381  ELLIP H (08/23/93)  558.55   (m)                       GP(       ) 4 2
 CZ2381  NAD 83(1986)-  32 26 20.59053(N)    111 18 15.52699(W) AD(       ) 1
 CZ2381  NGVD 29 (05/25/90)  587.7    (m)         1928.     (f) GPS OBS        
 CZ2381
 CZ2381.Superseded values are not recommended for survey control.
 CZ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2381.See file dsdata.txt to determine how the superseded data were derived.
 CZ2381
 CZ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7139489144(NAD 83)
 CZ2381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2381_SETTING: 0 = UNSPECIFIED SETTING
 CZ2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2381+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2381
 CZ2381  HISTORY     - Date     Condition        Report By
 CZ2381  HISTORY     - UNK      MONUMENTED
 CZ2381  HISTORY     - 1987     GOOD             NGS
 CZ2381  HISTORY     - 19960204 GOOD             USPSQD
 CZ2381
 CZ2381                          STATION DESCRIPTION
 CZ2381
 CZ2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2381'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2381'IN GOOD CONDITION.
 CZ2381'
 CZ2381'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 CZ2381'SOUTH-SOUTHEAST OF PICACHO PEAK AND
 CZ2381'8.0 KM (5 MI) WEST OF MARANA.
 CZ2381'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ2381'
 CZ2381'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2381'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ2381'MARANA, GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON SANDARIO ROAD TO MARANA
 CZ2381'ROAD ON THE RIGHT.
 CZ2381'TURN RIGHT AND GO WEST FOR 8.7 KM (5.4 MI) ON MARANA ROAD TO THE
 CZ2381'JUNCTION OF TRICO ROAD.
 CZ2381'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON TRICO ROAD TO A
 CZ2381'BRIDGE AND THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF THE
 CZ2381'BRIDGE.
 CZ2381'
 CZ2381'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ2381'STAMPED---F 294 RESET 1958---,
 CZ2381'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF THE
 CZ2381'BRIDGE ABUTMENT.  LOCATED
 CZ2381'5.1 METERS (16.7 FT) WEST FROM THE APPROXIMATE CENTER OF TRICO ROAD
 CZ2381'AND
 CZ2381'0.5 METERS (1.6 FT) WEST FROM A GUARDRAIL.
 CZ2381'
 CZ2381'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2381'
 CZ2381'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2381'
 CZ2381'DESCRIBED BY S.E. RANDALL.
 CZ2381
 CZ2381                          STATION RECOVERY (1996)
 CZ2381
 CZ2381'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0714 ***********************************************************************
 CZ0714  DESIGNATION -  F 295
 CZ0714  PID         -  CZ0714
 CZ0714  STATE/COUNTY-  AZ/PIMA
 CZ0714  USGS QUAD   -  AVRA (1992)
 CZ0714
 CZ0714                         *CURRENT SURVEY CONTROL
 CZ0714  ___________________________________________________________________
 CZ0714* NAD 83(1986)-  32 18 41.     (N)    111 09 19.     (W)     SCALED    
 CZ0714* NAVD 88     -       796.82   (+/-2cm)    2614.2    (feet)  VERTCON   
 CZ0714  ___________________________________________________________________
 CZ0714  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0714
 CZ0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0714
 CZ0714.The horizontal coordinates were scaled from a topographic map and have
 CZ0714.an estimated accuracy of +/- 6 seconds.
 CZ0714
 CZ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0714.The vertical order pertains to the NGVD 29 superseded value.
 CZ0714
 CZ0714.The geoid height was determined by GEOID03.
 CZ0714
 CZ0714;                    North         East    Units  Estimated Accuracy
 CZ0714;SPC AZ C     -   145,650.      285,060.      MT  (+/- 180 meters Scaled)
 CZ0714
 CZ0714                          SUPERSEDED SURVEY CONTROL
 CZ0714
 CZ0714  NGVD 29 (??/??/92)  796.144  (m)         2612.02   (f) ADJ UNCH    2 0
 CZ0714
 CZ0714.Superseded values are not recommended for survey control.
 CZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0714.See file dsdata.txt to determine how the superseded data were derived.
 CZ0714
 CZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA853749(NAD 83)
 CZ0714_MARKER: DB = BENCH MARK DISK
 CZ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0714_STAMPING: F 295 1951
 CZ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0714+STABILITY: SURFACE MOTION
 CZ0714
 CZ0714  HISTORY     - Date     Condition        Report By
 CZ0714  HISTORY     - 1951     MONUMENTED       CGS
 CZ0714
 CZ0714                          STATION DESCRIPTION
 CZ0714
 CZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0714'6.25 MI SW FROM CORTARO.
 CZ0714'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0714'CORTARO, THENCE 4.5 MILES SOUTHWEST ALONG KINNEY ROAD, 0.55 MILE SOUTH
 CZ0714'OF A T JUNCTION OF A ROAD LEADING NORTHWEST TO AVRA VALLEY, 181 FEET
 CZ0714'NORTHEAST OF THE CENTER OF THE ROAD AND A DRY WASH CROSSING THE ROAD,
 CZ0714'54 1/2 FEET NORTH OF THE CENTER OF A T JUNCTION OF A TRACK ROAD
 CZ0714'LEADING SOUTH, 24 FEET NORTHWEST OF THE CENTER LINE OF THE KINNEY
 CZ0714'ROAD, 3.3 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CZ0714'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0714'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0659 ***********************************************************************
 CZ0659  DESIGNATION -  F 296
 CZ0659  PID         -  CZ0659
 CZ0659  STATE/COUNTY-  AZ/PIMA
 CZ0659  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0659
 CZ0659                         *CURRENT SURVEY CONTROL
 CZ0659  ___________________________________________________________________
 CZ0659* NAD 83(1986)-  32 09 44.     (N)    111 12 06.     (W)     SCALED    
 CZ0659* NAVD 88     -       710.08   (+/-2cm)    2329.7    (feet)  VERTCON   
 CZ0659  ___________________________________________________________________
 CZ0659  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0659
 CZ0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0659
 CZ0659.The horizontal coordinates were scaled from a topographic map and have
 CZ0659.an estimated accuracy of +/- 6 seconds.
 CZ0659
 CZ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0659.The vertical order pertains to the NGVD 29 superseded value.
 CZ0659
 CZ0659.The geoid height was determined by GEOID03.
 CZ0659
 CZ0659;                    North         East    Units  Estimated Accuracy
 CZ0659;SPC AZ C     -   129,080.      280,800.      MT  (+/- 180 meters Scaled)
 CZ0659
 CZ0659                          SUPERSEDED SURVEY CONTROL
 CZ0659
 CZ0659  NGVD 29 (??/??/92)  709.415  (m)         2327.47   (f) ADJ UNCH    2 0
 CZ0659
 CZ0659.Superseded values are not recommended for survey control.
 CZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0659.See file dsdata.txt to determine how the superseded data were derived.
 CZ0659
 CZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA809584(NAD 83)
 CZ0659_MARKER: DB = BENCH MARK DISK
 CZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0659_STAMPING: F 296 1951
 CZ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0659+STABILITY: SURFACE MOTION
 CZ0659
 CZ0659  HISTORY     - Date     Condition        Report By
 CZ0659  HISTORY     - 1951     MONUMENTED       CGS
 CZ0659  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0659
 CZ0659                          STATION DESCRIPTION
 CZ0659
 CZ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0659'16.4 MI W FROM TUCSON.
 CZ0659'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0659'HIGHWAY 86, THENCE 2.8 MILES NORTH ALONG A SAND AND DIRT ROAD, 1.1
 CZ0659'MILE NORTHEAST OF A DIRT WATER TANK AND OF THE JUNCTION OF A TRACK
 CZ0659'ROAD LEADING EAST AND THEN NORTH, ABOUT 110 YARDS NORTHWEST OF THE
 CZ0659'CENTER OF A Y JUNCTION OF A ROAD LEADING WEST TO A RANCH HOUSE, ABOUT
 CZ0659'160 YARDS NORTHWEST OF A WINDMILL AND WATER TANK AT PHILLIPS RANCH, 61
 CZ0659'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF A GATE
 CZ0659'IN A FENCE, 2.9 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS
 CZ0659'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0659'THE GROUND.
 CZ0659
 CZ0659                          STATION RECOVERY (1966)
 CZ0659
 CZ0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1114 ***********************************************************************
 CZ1114  DESIGNATION -  F 297
 CZ1114  PID         -  CZ1114
 CZ1114  STATE/COUNTY-  AZ/PINAL
 CZ1114  USGS QUAD   -  STANFIELD (1992)
 CZ1114
 CZ1114                         *CURRENT SURVEY CONTROL
 CZ1114  ___________________________________________________________________
 CZ1114* NAD 83(1986)-  32 52 45.     (N)    111 57 48.     (W)     SCALED    
 CZ1114* NAVD 88     -       398.63   (+/-2cm)    1307.8    (feet)  VERTCON   
 CZ1114  ___________________________________________________________________
 CZ1114  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1114
 CZ1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1114
 CZ1114.The horizontal coordinates were scaled from a topographic map and have
 CZ1114.an estimated accuracy of +/- 6 seconds.
 CZ1114
 CZ1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1114.The vertical order pertains to the NGVD 29 superseded value.
 CZ1114
 CZ1114.The geoid height was determined by GEOID03.
 CZ1114
 CZ1114;                    North         East    Units  Estimated Accuracy
 CZ1114;SPC AZ C     -   208,350.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1114
 CZ1114                          SUPERSEDED SURVEY CONTROL
 CZ1114
 CZ1114  NGVD 29 (??/??/92)  398.042  (m)         1305.91   (f) ADJ UNCH    2 0
 CZ1114
 CZ1114.Superseded values are not recommended for survey control.
 CZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1114.See file dsdata.txt to determine how the superseded data were derived.
 CZ1114
 CZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098383(NAD 83)
 CZ1114_MARKER: DB = BENCH MARK DISK
 CZ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1114_STAMPING: F 297 1951
 CZ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1114+STABILITY: SURFACE MOTION
 CZ1114
 CZ1114  HISTORY     - Date     Condition        Report By
 CZ1114  HISTORY     - 1951     MONUMENTED       CGS
 CZ1114  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1114
 CZ1114                          STATION DESCRIPTION
 CZ1114
 CZ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1114'0.6 MI E FROM STANFIELD.
 CZ1114'0.6 MILE EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1114'STANFIELD, AT THE INTERSECTION OF STATE HIGHWAY 84 AND SOUTH STANFIELD
 CZ1114'ROAD, 48.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST
 CZ1114'OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF A COTTONWOOD TREE, 4.0
 CZ1114'FEET SOUTHEAST OF A POWER LINE POLE, 2.2 FEET NORTHEAST OF A FENCE
 CZ1114'CORNER, 2.0 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1114'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET
 CZ1114'LOWER THAN THE HIGHWAY.
 CZ1114
 CZ1114                          STATION RECOVERY (1963)
 CZ1114
 CZ1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0648 ***********************************************************************
 DA0648  DESIGNATION -  F 298
 DA0648  PID         -  DA0648
 DA0648  STATE/COUNTY-  AZ/MARICOPA
 DA0648  USGS QUAD   -  BOSQUE (1973)
 DA0648
 DA0648                         *CURRENT SURVEY CONTROL
 DA0648  ___________________________________________________________________
 DA0648* NAD 83(1986)-  32 54 22.     (N)    112 31 56.     (W)     SCALED    
 DA0648* NAVD 88     -       388.21   (+/-2cm)    1273.7    (feet)  VERTCON   
 DA0648  ___________________________________________________________________
 DA0648  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DA0648
 DA0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0648
 DA0648.The horizontal coordinates were scaled from a topographic map and have
 DA0648.an estimated accuracy of +/- 6 seconds.
 DA0648
 DA0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0648.The vertical order pertains to the NGVD 29 superseded value.
 DA0648
 DA0648.The geoid height was determined by GEOID03.
 DA0648
 DA0648;                    North         East    Units  Estimated Accuracy
 DA0648;SPC AZ C     -   211,510.      155,780.      MT  (+/- 180 meters Scaled)
 DA0648
 DA0648                          SUPERSEDED SURVEY CONTROL
 DA0648
 DA0648  NGVD 29 (??/??/92)  387.568  (m)         1271.55   (f) ADJ UNCH    2 0
 DA0648
 DA0648.Superseded values are not recommended for survey control.
 DA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0648.See file dsdata.txt to determine how the superseded data were derived.
 DA0648
 DA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB567419(NAD 83)
 DA0648_MARKER: DB = BENCH MARK DISK
 DA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0648_STAMPING: F 298 1951
 DA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0648+STABILITY: SURFACE MOTION
 DA0648
 DA0648  HISTORY     - Date     Condition        Report By
 DA0648  HISTORY     - 1951     MONUMENTED       CGS
 DA0648  HISTORY     - 1971     GOOD             NGS
 DA0648
 DA0648                          STATION DESCRIPTION
 DA0648
 DA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0648'10.3 MI ESE FROM GILA BEND.
 DA0648'8.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF
 DA0648'STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8, ABOUT 2 MILES SOUTHEAST OF
 DA0648'GILA BEND, 61 FEET NORTH OF THE CENTER LINE OF THE EAST BOUND LANE,
 DA0648'47, FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND LANE, 2.5 FEET
 DA0648'WEST OF A METAL WITNESS POST WITH SIGN STACHED, SET IN THE TOP OF A
 DA0648'12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 5 INCHES.  NOTE-- (F 298
 DA0648'IS THE AZIMUTH MARK FOR STATION JIM 1960).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0077 ***********************************************************************
 DA0077  DESIGNATION -  F 299
 DA0077  PID         -  DA0077
 DA0077  STATE/COUNTY-  AZ/PINAL
 DA0077  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0077
 DA0077                         *CURRENT SURVEY CONTROL
 DA0077  ___________________________________________________________________
 DA0077* NAD 83(1986)-  32 52 45.     (N)    112 01 58.     (W)     SCALED    
 DA0077* NAVD 88     -       412.61   (+/-2cm)    1353.7    (feet)  VERTCON   
 DA0077  ___________________________________________________________________
 DA0077  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0077
 DA0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0077
 DA0077.The horizontal coordinates were scaled from a topographic map and have
 DA0077.an estimated accuracy of +/- 6 seconds.
 DA0077
 DA0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0077.The vertical order pertains to the NGVD 29 superseded value.
 DA0077
 DA0077.The geoid height was determined by GEOID03.
 DA0077
 DA0077;                    North         East    Units  Estimated Accuracy
 DA0077;SPC AZ C     -   208,360.      202,500.      MT  (+/- 180 meters Scaled)
 DA0077
 DA0077                          SUPERSEDED SURVEY CONTROL
 DA0077
 DA0077  NGVD 29 (??/??/92)  412.024  (m)         1351.78   (f) ADJ UNCH    2 0
 DA0077
 DA0077.Superseded values are not recommended for survey control.
 DA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0077.See file dsdata.txt to determine how the superseded data were derived.
 DA0077
 DA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033383(NAD 83)
 DA0077_MARKER: DB = BENCH MARK DISK
 DA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0077_STAMPING: F 299 1951
 DA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0077+STABILITY: SURFACE MOTION
 DA0077
 DA0077  HISTORY     - Date     Condition        Report By
 DA0077  HISTORY     - 1951     MONUMENTED       CGS
 DA0077  HISTORY     - 1975     GOOD             NGS
 DA0077
 DA0077                          STATION DESCRIPTION
 DA0077
 DA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0077'3.5 MI W FROM STANFIELD.
 DA0077'3.5 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0077'STANFIELD, AT A WIDE DIP, ABOUT 110 YARDS WEST OF AND ACROSS THE
 DA0077'HIGHWAY FROM MILEPOST 162, ABOUT 137 YARDS WEST OF THE JUNCTION OF
 DA0077'SMITH ROAD, 48 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 83.5
 DA0077'FEET NORTHWEST OF B.M. 1352.09 (ASHD), 1.5 FEET SOUTH OF A FENCE, 1.8
 DA0077'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0077'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0077'HIGHWAY.
 DA0077
 DA0077                          STATION RECOVERY (1975)
 DA0077
 DA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DA0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1154 ***********************************************************************
 DV1154  DESIGNATION -  F 30 RESET
 DV1154  PID         -  DV1154
 DV1154  STATE/COUNTY-  AZ/LA PAZ
 DV1154  USGS QUAD   -  BEAR HILLS (1990)
 DV1154
 DV1154                         *CURRENT SURVEY CONTROL
 DV1154  ___________________________________________________________________
 DV1154* NAD 83(1986)-  33 40 48.     (N)    113 56 43.     (W)     SCALED    
 DV1154* NAVD 88     -       412.541  (meters)    1353.48   (feet)  ADJUSTED  
 DV1154  ___________________________________________________________________
 DV1154  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1154  DYNAMIC HT  -         412.070 (meters)    1351.93  (feet)  COMP
 DV1154  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 DV1154
 DV1154  VERT ORDER  -  FIRST     CLASS II
 DV1154
 DV1154.The horizontal coordinates were scaled from a topographic map and have
 DV1154.an estimated accuracy of +/- 6 seconds.
 DV1154
 DV1154.The orthometric height was determined by differential leveling
 DV1154.and adjusted by the National Geodetic Survey in June 1991..
 DV1154
 DV1154.The geoid height was determined by GEOID03.
 DV1154
 DV1154.The dynamic height is computed by dividing the NAVD 88
 DV1154.geopotential number by the normal gravity value computed on the
 DV1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1154.degrees latitude (g = 980.6199 gals.).
 DV1154
 DV1154.The modeled gravity was interpolated from observed gravity values.
 DV1154
 DV1154;                    North         East    Units  Estimated Accuracy
 DV1154;SPC AZ W     -   297,190.      195,250.      MT  (+/- 180 meters Scaled)
 DV1154
 DV1154                          SUPERSEDED SURVEY CONTROL
 DV1154
 DV1154.No superseded survey control is available for this station.
 DV1154
 DV1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269305(NAD 83)
 DV1154_MARKER: DB = BENCH MARK DISK
 DV1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1154_SP_SET: PAD
 DV1154_STAMPING: F 30 1933 RESET 1965
 DV1154_MARK LOGO: CGS   
 DV1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1154
 DV1154  HISTORY     - Date     Condition        Report By
 DV1154  HISTORY     - 1965     MONUMENTED       CGS
 DV1154  HISTORY     - 1981     GOOD             NGS
 DV1154  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1154
 DV1154                          STATION DESCRIPTION
 DV1154
 DV1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV1154'17.3 MI E FROM QUARTZSITE.
 DV1154'ABOUT 17.3 MILES EAST OF QUARTZSITE, YUMA COUNTY, ON THE PROPERTY OF
 DV1154'THE BRENDA SERVICE STATION AND CAFE, 170 FEET NORTH OF THE CENTER LINE
 DV1154'OF U.S. HIGHWAY 60, 67.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DV1154'CAFE BUILDING, 43.0 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH
 DV1154'TRANSFORMER, 6.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 DV1154'ATTACHED AND AT THE CENTER OF AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF
 DV1154'A CONCRETE PAD WHICH MEASURES 12 FEET EAST AND WEST BY 14 FEET NORTH
 DV1154'AND SOUTH.  THE DISK IS CEMENTED IN A DRILL HOLE, FLUSH WITH THE
 DV1154'SURFACE OF THE PAD.
 DV1154
 DV1154                          STATION RECOVERY (1981)
 DV1154
 DV1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1154'34.8 KM (21.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1154'SALOME ROAD IN SALOME, IN BRENDA ON THE PROPERTY OF THE BRENDA SERVICE
 DV1154'STATION, SET IN THE TOP CENTER OF A CONCRETE PAD MEASURING 12 X 14
 DV1154'FEET, 51.0 METERS (170 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DV1154'20.3 METERS (67.5 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE
 DV1154'ABANDONED CAFE BUILDING, 12.9 METERS (43.0 FT) NORTHEAST OF A POWER
 DV1154'POLE WITH A TRANSFORMER, 0.3 METERS (1.0 FT) NORTH OF THE SOUTH EDGE
 DV1154'OF THE CONCRETE PAD.
 DV1154'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DV1154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DV1154
 DV1154                          STATION RECOVERY (2004)
 DV1154
 DV1154'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0175 ***********************************************************************
 DA0175  DESIGNATION -  F 300
 DA0175  PID         -  DA0175
 DA0175  STATE/COUNTY-  AZ/PINAL
 DA0175  USGS QUAD   -  KOHATK (1981)
 DA0175
 DA0175                         *CURRENT SURVEY CONTROL
 DA0175  ___________________________________________________________________
 DA0175* NAD 83(1986)-  32 31 51.     (N)    112 03 36.     (W)     SCALED    
 DA0175* NAVD 88     -       541.54   (+/-2cm)    1776.7    (feet)  VERTCON   
 DA0175  ___________________________________________________________________
 DA0175  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0175
 DA0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0175
 DA0175.The horizontal coordinates were scaled from a topographic map and have
 DA0175.an estimated accuracy of +/- 6 seconds.
 DA0175
 DA0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0175.The vertical order pertains to the NGVD 29 superseded value.
 DA0175
 DA0175.The geoid height was determined by GEOID03.
 DA0175
 DA0175;                    North         East    Units  Estimated Accuracy
 DA0175;SPC AZ C     -   169,740.      199,900.      MT  (+/- 180 meters Scaled)
 DA0175
 DA0175                          SUPERSEDED SURVEY CONTROL
 DA0175
 DA0175  NGVD 29 (??/??/92)  540.907  (m)         1774.63   (f) ADJ UNCH    2 0
 DA0175
 DA0175.Superseded values are not recommended for survey control.
 DA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0175.See file dsdata.txt to determine how the superseded data were derived.
 DA0175
 DA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA004997(NAD 83)
 DA0175_MARKER: DB = BENCH MARK DISK
 DA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0175_STAMPING: F 300 1952
 DA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0175+STABILITY: SURFACE MOTION
 DA0175
 DA0175  HISTORY     - Date     Condition        Report By
 DA0175  HISTORY     - 1952     MONUMENTED       CGS
 DA0175
 DA0175                          STATION DESCRIPTION
 DA0175
 DA0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0175'5.6 MI SW FROM QUAJOTE.
 DA0175'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0175'VILLAGE OF QUAJOTE, THENCE 3.0 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0175'BETWEEN THE ROAD AND A NORTHEAST-SOUTHWEST DIRT DRAINAGE DITCH, 62
 DA0175'FEET NORTHWEST OF THE CENTER OF THE DRAINAGE DITCH, 50 1/2 FEET
 DA0175'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A WITNESS
 DA0175'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0175'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0747 ***********************************************************************
 CZ0747  DESIGNATION -  F 301
 CZ0747  PID         -  CZ0747
 CZ0747  STATE/COUNTY-  AZ/PIMA
 CZ0747  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0747
 CZ0747                         *CURRENT SURVEY CONTROL
 CZ0747  ___________________________________________________________________
 CZ0747* NAD 83(1986)-  32 14 59.     (N)    111 16 44.     (W)     SCALED    
 CZ0747* NAVD 88     -       674.49   (+/-2cm)    2212.9    (feet)  VERTCON   
 CZ0747  ___________________________________________________________________
 CZ0747  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0747
 CZ0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0747
 CZ0747.The horizontal coordinates were scaled from a topographic map and have
 CZ0747.an estimated accuracy of +/- 6 seconds.
 CZ0747
 CZ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0747.The vertical order pertains to the NGVD 29 superseded value.
 CZ0747
 CZ0747.The geoid height was determined by GEOID03.
 CZ0747
 CZ0747;                    North         East    Units  Estimated Accuracy
 CZ0747;SPC AZ C     -   138,730.      273,460.      MT  (+/- 180 meters Scaled)
 CZ0747
 CZ0747                          SUPERSEDED SURVEY CONTROL
 CZ0747
 CZ0747  NGVD 29 (??/??/92)  673.867  (m)         2210.85   (f) ADJ UNCH    2 0
 CZ0747
 CZ0747.Superseded values are not recommended for survey control.
 CZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0747.See file dsdata.txt to determine how the superseded data were derived.
 CZ0747
 CZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737681(NAD 83)
 CZ0747_MARKER: DB = BENCH MARK DISK
 CZ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0747_STAMPING: F 301 1951
 CZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0747+STABILITY: SURFACE MOTION
 CZ0747
 CZ0747  HISTORY     - Date     Condition        Report By
 CZ0747  HISTORY     - 1951     MONUMENTED       CGS
 CZ0747  HISTORY     - 1975     GOOD             USGS
 CZ0747
 CZ0747                          STATION DESCRIPTION
 CZ0747
 CZ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0747'19.9 MI W FROM TUCSON.
 CZ0747'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0747'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0747'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0747'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0747'ALONG A DIRT ROAD, 1 MILE WEST OF DUNNS RANCH HOUSE, AT A NORTH-SOUTH
 CZ0747'POWER LINE AND NEAR A Y JUNCTION OF ROADS LEADING EAST AND NORTHWEST
 CZ0747'AND WEST TO THE POWER LINE, LEVEL LINE GOES SOUTH AND EAST AT THIS
 CZ0747'MARK, 251 1/2 FEET WEST ACROSS THE NORTH-SOUTH ROAD FROM THE CENTER OF
 CZ0747'THE Y JUNCTION, 44 1/2 FEET WEST OF THE CENTER LINE OF THE UNDER THE
 CZ0747'NORTH-SOUTH POWER LINE, 2.1 FEET SOUTH OF THE WITNESS POST, AND ABOUT
 CZ0747'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0747'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0747
 CZ0747                          STATION RECOVERY (1975)
 CZ0747
 CZ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0747'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0747'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0747'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0747'BEND. TURN RIGHT (N.) 0.1 MI ON INDIAN RESERVATION RD. 80 FT W. OF
 CZ0747'CENTERLINE OF RD., 45 FT WEST OF NORTH-SOUTH POWERLINE. SET IN TOP OF
 CZ0747'CONCRETE POST PROJECTING 0.5 FT. NGS DISK STAMPED F 301 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0805 ***********************************************************************
 CG0805  DESIGNATION -  F 302
 CG0805  PID         -  CG0805
 CG0805  STATE/COUNTY-  AZ/PIMA
 CG0805  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0805
 CG0805                         *CURRENT SURVEY CONTROL
 CG0805  ___________________________________________________________________
 CG0805* NAD 83(1986)-  31 36 45.     (N)    111 31 05.     (W)     SCALED    
 CG0805* NAVD 88     -      1070.31   (+/-2cm)    3511.5    (feet)  VERTCON   
 CG0805  ___________________________________________________________________
 CG0805  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0805
 CG0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0805
 CG0805.The horizontal coordinates were scaled from a topographic map and have
 CG0805.an estimated accuracy of +/- 6 seconds.
 CG0805
 CG0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0805.The vertical order pertains to the NGVD 29 superseded value.
 CG0805
 CG0805.The geoid height was determined by GEOID03.
 CG0805
 CG0805;                    North         East    Units  Estimated Accuracy
 CG0805;SPC AZ C     -    67,970.      251,180.      MT  (+/- 180 meters Scaled)
 CG0805
 CG0805                          SUPERSEDED SURVEY CONTROL
 CG0805
 CG0805  NGVD 29 (??/??/92) 1069.526  (m)         3508.94   (f) ADJ UNCH    2 0
 CG0805
 CG0805.Superseded values are not recommended for survey control.
 CG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0805.See file dsdata.txt to determine how the superseded data were derived.
 CG0805
 CG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV508976(NAD 83)
 CG0805_MARKER: DB = BENCH MARK DISK
 CG0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0805_STAMPING: F 302 1951
 CG0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0805+STABILITY: SURFACE MOTION
 CG0805
 CG0805  HISTORY     - Date     Condition        Report By
 CG0805  HISTORY     - 1951     MONUMENTED       CGS
 CG0805  HISTORY     - 1975     GOOD             USGS
 CG0805  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0805
 CG0805                          STATION DESCRIPTION
 CG0805
 CG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0805'9.1 MI N FROM SASABE.
 CG0805'9.1 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0805'HOUSE AT SASABE, 0.4 MILE NORTH OF A CATTLE GUARD, NORTH OF A T
 CG0805'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO RANCHO DEL
 CG0805'QUIVARI AND AROS RANCH, 307 FEET NORTH OF THE CENTER OF THE T
 CG0805'JUNCTIONS OF ROADS, 43 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0805'141.5 FEET SOUTH OF A POWER LINE POLE, 2 FEET EAST OF THE WITNESS
 CG0805'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0805'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0805
 CG0805                          STATION RECOVERY (1975)
 CG0805
 CG0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0805'SASABE, 9.2 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0805'W. 305 FT N. OF T-RD. 42 FT W. OF CENTERLINE OF RD. SET IN CONCRETE
 CG0805'POST 1.7 FT ABOVE RD. STANDARD DISK STAMPED F 302 1951.
 CG0805
 CG0805                          STATION RECOVERY (2001)
 CG0805
 CG0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0805'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0940 ***********************************************************************
 CZ0940  DESIGNATION -  F 303
 CZ0940  PID         -  CZ0940
 CZ0940  STATE/COUNTY-  AZ/PIMA
 CZ0940  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0940
 CZ0940                         *CURRENT SURVEY CONTROL
 CZ0940  ___________________________________________________________________
 CZ0940* NAD 83(1986)-  32 21 06.     (N)    111 31 16.     (W)     SCALED    
 CZ0940* NAVD 88     -       740.03   (+/-2cm)    2427.9    (feet)  VERTCON   
 CZ0940  ___________________________________________________________________
 CZ0940  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ0940
 CZ0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0940
 CZ0940.The horizontal coordinates were scaled from a topographic map and have
 CZ0940.an estimated accuracy of +/- 6 seconds.
 CZ0940
 CZ0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0940.The vertical order pertains to the NGVD 29 superseded value.
 CZ0940
 CZ0940.The geoid height was determined by GEOID03.
 CZ0940
 CZ0940;                    North         East    Units  Estimated Accuracy
 CZ0940;SPC AZ C     -   149,930.      250,590.      MT  (+/- 180 meters Scaled)
 CZ0940
 CZ0940                          SUPERSEDED SURVEY CONTROL
 CZ0940
 CZ0940  NGVD 29 (??/??/92)  739.428  (m)         2425.94   (f) ADJ UNCH    2 0
 CZ0940
 CZ0940.Superseded values are not recommended for survey control.
 CZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0940.See file dsdata.txt to determine how the superseded data were derived.
 CZ0940
 CZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA509795(NAD 83)
 CZ0940_MARKER: DB = BENCH MARK DISK
 CZ0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0940_STAMPING: F 303 1951
 CZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0940
 CZ0940  HISTORY     - Date     Condition        Report By
 CZ0940  HISTORY     - 1951     MONUMENTED       CGS
 CZ0940
 CZ0940                          STATION DESCRIPTION
 CZ0940
 CZ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0940'7.9 MI SE FROM SILVER BELL.
 CZ0940'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0940'THENCE 7.8 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.15 MILE NORTHWEST OF
 CZ0940'THE NORTHWEST EDGE OF A WIDE WASH, 0.5 MILE NORTHWEST OF A Y JUNCTION
 CZ0940'OF A GRAVEL ROAD LEADING SOUTH, 31 1/2 FEET NORTHEAST ACROSS FROM A
 CZ0940'PALO VERDE TREE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 CZ0940'FEET SOUTH OF A WITNESS POST, AND BRAISED ON THE TOP OF A 3 1/2 INCH
 CZ0940'IRON PIPE, PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH
 CZ0940'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1318 ***********************************************************************
 CZ1318  DESIGNATION -  F 304
 CZ1318  PID         -  CZ1318
 CZ1318  STATE/COUNTY-  AZ/PINAL
 CZ1318  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1318
 CZ1318                         *CURRENT SURVEY CONTROL
 CZ1318  ___________________________________________________________________
 CZ1318* NAD 83(1986)-  32 36 06.     (N)    111 40 17.     (W)     SCALED    
 CZ1318* NAVD 88     -       484.52   (+/-2cm)    1589.6    (feet)  VERTCON   
 CZ1318  ___________________________________________________________________
 CZ1318  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1318
 CZ1318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1318
 CZ1318.The horizontal coordinates were scaled from a topographic map and have
 CZ1318.an estimated accuracy of +/- 6 seconds.
 CZ1318
 CZ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1318.The vertical order pertains to the NGVD 29 superseded value.
 CZ1318
 CZ1318.The geoid height was determined by GEOID03.
 CZ1318
 CZ1318;                    North         East    Units  Estimated Accuracy
 CZ1318;SPC AZ C     -   177,610.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1318
 CZ1318                          SUPERSEDED SURVEY CONTROL
 CZ1318
 CZ1318  NGVD 29 (??/??/92)  483.974  (m)         1587.84   (f) ADJ UNCH    2 0
 CZ1318
 CZ1318.Superseded values are not recommended for survey control.
 CZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1318.See file dsdata.txt to determine how the superseded data were derived.
 CZ1318
 CZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB370073(NAD 83)
 CZ1318_MARKER: DB = BENCH MARK DISK
 CZ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1318_STAMPING: F 304 1951
 CZ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1318+STABILITY: SURFACE MOTION
 CZ1318
 CZ1318  HISTORY     - Date     Condition        Report By
 CZ1318  HISTORY     - 1951     MONUMENTED       CGS
 CZ1318  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1318
 CZ1318                          STATION DESCRIPTION
 CZ1318
 CZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1318'16.2 MI S FROM TOLTEC.
 CZ1318'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1318'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG TOLEC HIGHWAY,
 CZ1318'THENCE 3 MILES WEST ALONG THE PRETZER ROAD, THENCE 3 MILES SOUTH ALONG
 CZ1318'A GRADED ROAD AT A ROAD CROSSING AND ACROSS THE MAIN ROAD FROM A GROUP
 CZ1318'OF CABINS, AT THE SOUTHEAST CORNER OF THE ROAD CROSSING, 35 FEET SOUTH
 CZ1318'OF THE CENTER LINE OF THE CROSS ROAD, 30 FEET EAST OF THE CENTER LINE
 CZ1318'OF THE MAIN ROAD, 1.9 FEET SOUTH OF A POWER LINE POLE WITH ONE
 CZ1318'TRANSFORMER, 1.8 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ1318'THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.8 FOOT.
 CZ1318
 CZ1318                          STATION RECOVERY (1966)
 CZ1318
 CZ1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0473 ***********************************************************************
 CG0473  DESIGNATION -  F 305
 CG0473  PID         -  CG0473
 CG0473  STATE/COUNTY-  AZ/PIMA
 CG0473  USGS QUAD   -  PENITAS HILLS (1979)
 CG0473
 CG0473                         *CURRENT SURVEY CONTROL
 CG0473  ___________________________________________________________________
 CG0473* NAD 83(1986)-  31 48 51.     (N)    111 19 19.     (W)     SCALED    
 CG0473* NAVD 88     -      1042.41   (+/-2cm)    3420.0    (feet)  VERTCON   
 CG0473  ___________________________________________________________________
 CG0473  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CG0473
 CG0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0473
 CG0473.The horizontal coordinates were scaled from a topographic map and have
 CG0473.an estimated accuracy of +/- 6 seconds.
 CG0473
 CG0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0473.The vertical order pertains to the NGVD 29 superseded value.
 CG0473
 CG0473.The geoid height was determined by GEOID03.
 CG0473
 CG0473;                    North         East    Units  Estimated Accuracy
 CG0473;SPC AZ C     -    90,420.      269,670.      MT  (+/- 180 meters Scaled)
 CG0473
 CG0473                          SUPERSEDED SURVEY CONTROL
 CG0473
 CG0473  NGVD 29 (??/??/92) 1041.640  (m)         3417.45   (f) ADJ UNCH    2 0
 CG0473
 CG0473.Superseded values are not recommended for survey control.
 CG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0473.See file dsdata.txt to determine how the superseded data were derived.
 CG0473
 CG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA695198(NAD 83)
 CG0473_MARKER: DB = BENCH MARK DISK
 CG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0473_STAMPING: F 305 1951
 CG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0473+STABILITY: SURFACE MOTION
 CG0473
 CG0473  HISTORY     - Date     Condition        Report By
 CG0473  HISTORY     - 1951     MONUMENTED       CGS
 CG0473  HISTORY     - 1952     GOOD             NGS
 CG0473
 CG0473                          STATION DESCRIPTION
 CG0473
 CG0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0473'22.8 MI SE FROM THREE POINTS.
 CG0473'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0473'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 5.4
 CG0473'MILES EAST ALONG A TRACK ROAD, 0.25 MILES EAST OF A T JUNCTION OF A
 CG0473'TRACK ROAD LEADING NORTH, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CG0473'ROAD, 4.2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CG0473'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0666 ***********************************************************************
 CG0666  DESIGNATION -  F 306
 CG0666  PID         -  CG0666
 CG0666  STATE/COUNTY-  AZ/PIMA
 CG0666  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0666
 CG0666                         *CURRENT SURVEY CONTROL
 CG0666  ___________________________________________________________________
 CG0666* NAD 83(1986)-  31 48 39.     (N)    111 40 21.     (W)     SCALED    
 CG0666* NAVD 88     -       934.78   (+/-2cm)    3066.9    (feet)  VERTCON   
 CG0666  ___________________________________________________________________
 CG0666  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0666
 CG0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0666
 CG0666.The horizontal coordinates were scaled from a topographic map and have
 CG0666.an estimated accuracy of +/- 6 seconds.
 CG0666
 CG0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0666.The vertical order pertains to the NGVD 29 superseded value.
 CG0666
 CG0666.The geoid height was determined by GEOID03.
 CG0666
 CG0666;                    North         East    Units  Estimated Accuracy
 CG0666;SPC AZ C     -    89,920.      236,480.      MT  (+/- 180 meters Scaled)
 CG0666
 CG0666                          SUPERSEDED SURVEY CONTROL
 CG0666
 CG0666  NGVD 29 (??/??/92)  934.015  (m)         3064.35   (f) ADJ UNCH    2 0
 CG0666
 CG0666.Superseded values are not recommended for survey control.
 CG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0666.See file dsdata.txt to determine how the superseded data were derived.
 CG0666
 CG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363196(NAD 83)
 CG0666_MARKER: DB = BENCH MARK DISK
 CG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0666_STAMPING: F 306 1952
 CG0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0666+STABILITY: SURFACE MOTION
 CG0666
 CG0666  HISTORY     - Date     Condition        Report By
 CG0666  HISTORY     - 1952     MONUMENTED       CGS
 CG0666
 CG0666                          STATION DESCRIPTION
 CG0666
 CG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0666'9.7 MI E FROM TOPAWA.
 CG0666'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0666'TOPAWA, THENCE 0.8 MILE NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0666'ROAD, AT A WASH ACROSS THE ROAD, 150 FEET SOUTHWEST OF THE CENTER OF
 CG0666'THE ROAD AND A WASH CROSSING THE ROAD WITH A CONCRETE RETAINING WALL,
 CG0666'27 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 CG0666'OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET
 CG0666'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0324 ***********************************************************************
 DA0324  DESIGNATION -  F 307
 DA0324  PID         -  DA0324
 DA0324  STATE/COUNTY-  AZ/PIMA
 DA0324  USGS QUAD   -  AJO SOUTH (1990)
 DA0324
 DA0324                         *CURRENT SURVEY CONTROL
 DA0324  ___________________________________________________________________
 DA0324* NAD 83(1986)-  32 21 36.     (N)    112 50 00.     (W)     SCALED    
 DA0324* NAVD 88     -       520.223  (meters)    1706.77   (feet)  ADJUSTED  
 DA0324  ___________________________________________________________________
 DA0324  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0324  DYNAMIC HT  -         519.557 (meters)    1704.58  (feet)  COMP
 DA0324  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 DA0324
 DA0324  VERT ORDER  -  FIRST     CLASS II
 DA0324
 DA0324.The horizontal coordinates were scaled from a topographic map and have
 DA0324.an estimated accuracy of +/- 6 seconds.
 DA0324
 DA0324.The orthometric height was determined by differential leveling
 DA0324.and adjusted by the National Geodetic Survey in June 1991..
 DA0324
 DA0324.The geoid height was determined by GEOID03.
 DA0324
 DA0324.The dynamic height is computed by dividing the NAVD 88
 DA0324.geopotential number by the normal gravity value computed on the
 DA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0324.degrees latitude (g = 980.6199 gals.).
 DA0324
 DA0324.The modeled gravity was interpolated from observed gravity values.
 DA0324
 DA0324;                    North         East    Units  Estimated Accuracy
 DA0324;SPC AZ C     -   151,150.      127,090.      MT  (+/- 180 meters Scaled)
 DA0324
 DA0324                          SUPERSEDED SURVEY CONTROL
 DA0324
 DA0324  NGVD 29 (??/??/92)  519.546  (m)         1704.54   (f) ADJ UNCH    1 2
 DA0324
 DA0324.Superseded values are not recommended for survey control.
 DA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0324.See file dsdata.txt to determine how the superseded data were derived.
 DA0324
 DA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA274818(NAD 83)
 DA0324_MARKER: DB = BENCH MARK DISK
 DA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0324_STAMPING: F 307 1952
 DA0324_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0324+STABILITY: SURFACE MOTION
 DA0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0324+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0324
 DA0324  HISTORY     - Date     Condition        Report By
 DA0324  HISTORY     - 1952     MONUMENTED       CGS
 DA0324  HISTORY     - 1953     GOOD             NGS
 DA0324  HISTORY     - 1981     GOOD             NGS
 DA0324  HISTORY     - 1989     GOOD             USPSQD
 DA0324  HISTORY     - 19970216 GOOD             USPSQD
 DA0324  HISTORY     - 19990203 GOOD             USPSQD
 DA0324  HISTORY     - 20060218 GOOD             USPSQD
 DA0324
 DA0324                          STATION DESCRIPTION
 DA0324
 DA0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0324'2.05 MI SE FROM AJO.
 DA0324'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0324'FROM THE STATION AT AJO, THENCE 1.9 MILE SOUTHEAST ALONG STATE HIGHWAY
 DA0324'86, AT THE T JUNCTION OF A ROAD LEADING SOUTHWEST TO DARBY WELL, 124
 DA0324'FEET SOUTH OF A LARGE CORRUGATED METAL PIPE CULVERT, 107 FEET WEST OF
 DA0324'THE CENTER OF THE JUNCTION, 85 1/2 FEET SOUTHWEST OF THE CENTER LINE
 DA0324'OF THE HIGHWAY, 93 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2
 DA0324'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 DA0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0324'GROUND.
 DA0324
 DA0324                          STATION RECOVERY (1981)
 DA0324
 DA0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0324'3.0 KM (1.9 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE TUCSON,
 DA0324'CORNELIA AND GILA BEND RAILROAD CROSSING IN AJO, 0.25 KM (0.15 MI)
 DA0324'SOUTHEAST OF HIGHWAY MILEPOST 44, 26.1 M (85.5 FT) SOUTHWEST OF THE
 DA0324'CENTERLINE OF THE HIGHWAY, 29.0 M (95.0 FT) NORTHEAST OF A WIRE
 DA0324'FENCE LINE.
 DA0324'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0324'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 DA0324
 DA0324                          STATION RECOVERY (1989)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJS)
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (1997)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (1999)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (2006)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0091 ***********************************************************************
 CH0091  DESIGNATION -  F 308
 CH0091  PID         -  CH0091
 CH0091  STATE/COUNTY-  AZ/PIMA
 CH0091  USGS QUAD   -  LUKEVILLE (1988)
 CH0091
 CH0091                         *CURRENT SURVEY CONTROL
 CH0091  ___________________________________________________________________
 CH0091* NAD 83(1986)-  31 53 59.     (N)    112 50 33.     (W)     SCALED    
 CH0091* NAVD 88     -       441.59   (+/-2cm)    1448.8    (feet)  VERTCON   
 CH0091  ___________________________________________________________________
 CH0091  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 CH0091
 CH0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0091
 CH0091.The horizontal coordinates were scaled from a topographic map and have
 CH0091.an estimated accuracy of +/- 6 seconds.
 CH0091
 CH0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0091.The vertical order pertains to the NGVD 29 superseded value.
 CH0091
 CH0091.The geoid height was determined by GEOID03.
 CH0091
 CH0091;                    North         East    Units  Estimated Accuracy
 CH0091;SPC AZ C     -   100,120.      125,790.      MT  (+/- 180 meters Scaled)
 CH0091
 CH0091                          SUPERSEDED SURVEY CONTROL
 CH0091
 CH0091  NGVD 29 (??/??/92)  440.847  (m)         1446.35   (f) ADJ UNCH    2 0
 CH0091
 CH0091.Superseded values are not recommended for survey control.
 CH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0091.See file dsdata.txt to determine how the superseded data were derived.
 CH0091
 CH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA257308(NAD 83)
 CH0091_MARKER: DB = BENCH MARK DISK
 CH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0091_STAMPING: F 308 1952
 CH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0091+STABILITY: SURFACE MOTION
 CH0091
 CH0091  HISTORY     - Date     Condition        Report By
 CH0091  HISTORY     - 1952     MONUMENTED       CGS
 CH0091
 CH0091                          STATION DESCRIPTION
 CH0091
 CH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0091'3.35 MI NW FROM LUKEVILLE.
 CH0091'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0091'LUKEVILLE TO JUNCTION, THENCE 2.4 MILES WEST ALONG A GRAVEL ROAD TO
 CH0091'QUITOVOQUITO, 0.1 MILE WEST OF Y JUNCTION OF MAIN ROAD AND A ROAD
 CH0091'LEADING NORTHWEST, 39 1/2 FEET SOUTH OF THE ROAD CENTERLINE, 3 FT.
 CH0091'NORTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.4 FOOT, AND
 CH0091'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0417 ***********************************************************************
 DA0417  DESIGNATION -  F 309
 DA0417  PID         -  DA0417
 DA0417  STATE/COUNTY-  AZ/PIMA
 DA0417  USGS QUAD   -  ARMENTA WELL (1990)
 DA0417
 DA0417                         *CURRENT SURVEY CONTROL
 DA0417  ___________________________________________________________________
 DA0417* NAD 83(1986)-  32 08 47.     (N)    112 47 40.     (W)     SCALED    
 DA0417* NAVD 88     -       525.65   (+/-2cm)    1724.6    (feet)  VERTCON   
 DA0417  ___________________________________________________________________
 DA0417  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0417
 DA0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0417
 DA0417.The horizontal coordinates were scaled from a topographic map and have
 DA0417.an estimated accuracy of +/- 6 seconds.
 DA0417
 DA0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0417.The vertical order pertains to the NGVD 29 superseded value.
 DA0417
 DA0417.The geoid height was determined by GEOID03.
 DA0417
 DA0417;                    North         East    Units  Estimated Accuracy
 DA0417;SPC AZ C     -   127,440.      130,560.      MT  (+/- 180 meters Scaled)
 DA0417
 DA0417                          SUPERSEDED SURVEY CONTROL
 DA0417
 DA0417  NGVD 29 (??/??/92)  524.929  (m)         1722.20   (f) ADJ UNCH    2 0
 DA0417
 DA0417.Superseded values are not recommended for survey control.
 DA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0417.See file dsdata.txt to determine how the superseded data were derived.
 DA0417
 DA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA307580(NAD 83)
 DA0417_MARKER: DB = BENCH MARK DISK
 DA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0417_STAMPING: F 309 1952
 DA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0417+STABILITY: SURFACE MOTION
 DA0417
 DA0417  HISTORY     - Date     Condition        Report By
 DA0417  HISTORY     - 1952     MONUMENTED       CGS
 DA0417
 DA0417                          STATION DESCRIPTION
 DA0417
 DA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0417'21.9 MI S FROM AJO.
 DA0417'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0417'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0417'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG SONOYTA-AJO
 DA0417'HIGHWAY TO INTERSECTION, THENCE 1.8 MILES WEST ALONG TRACK ROAD, 40
 DA0417'FEET NORTH OF THE CENTERLINE OF ROAD, 2.2 FEET SOUTH OF THE WITNESS
 DA0417'POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE
 DA0417'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0095 ***********************************************************************
 ET0095  DESIGNATION -  F 31
 ET0095  PID         -  ET0095
 ET0095  STATE/COUNTY-  AZ/YAVAPAI
 ET0095  USGS QUAD   -  COTTONWOOD (1973)
 ET0095
 ET0095                         *CURRENT SURVEY CONTROL
 ET0095  ___________________________________________________________________
 ET0095* NAD 83(1986)-  34 44 40.     (N)    112 00 47.     (W)     SCALED    
 ET0095* NAVD 88     -      1010.958  (meters)    3316.78   (feet)  ADJUSTED  
 ET0095  ___________________________________________________________________
 ET0095  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ET0095  DYNAMIC HT  -        1009.690 (meters)    3312.62  (feet)  COMP
 ET0095  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 ET0095
 ET0095  VERT ORDER  -  FIRST     CLASS II
 ET0095
 ET0095.The horizontal coordinates were scaled from a topographic map and have
 ET0095.an estimated accuracy of +/- 6 seconds.
 ET0095
 ET0095.The orthometric height was determined by differential leveling
 ET0095.and adjusted by the National Geodetic Survey in June 1991..
 ET0095
 ET0095.The geoid height was determined by GEOID03.
 ET0095
 ET0095.The dynamic height is computed by dividing the NAVD 88
 ET0095.geopotential number by the normal gravity value computed on the
 ET0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0095.degrees latitude (g = 980.6199 gals.).
 ET0095
 ET0095.The modeled gravity was interpolated from observed gravity values.
 ET0095
 ET0095;                    North         East    Units  Estimated Accuracy
 ET0095;SPC AZ C     -   415,230.      204,530.      MT  (+/- 180 meters Scaled)
 ET0095
 ET0095                          SUPERSEDED SURVEY CONTROL
 ET0095
 ET0095  NGVD 29 (??/??/92) 1010.216  (m)         3314.35   (f) ADJ UNCH    1 2
 ET0095
 ET0095.Superseded values are not recommended for survey control.
 ET0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0095.See file dsdata.txt to determine how the superseded data were derived.
 ET0095
 ET0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD072451(NAD 83)
 ET0095_MARKER: DB = BENCH MARK DISK
 ET0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0095_STAMPING: 3314.350 F 31 1933
 ET0095_MARK LOGO: CGS   
 ET0095_PROJECTION: PROJECTING 10 CENTIMETERS
 ET0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0095+STABILITY: SURFACE MOTION
 ET0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0095+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0095
 ET0095  HISTORY     - Date     Condition        Report By
 ET0095  HISTORY     - 1933     MONUMENTED       CGS
 ET0095  HISTORY     - 1975     GOOD             NGS
 ET0095  HISTORY     - 1982     GOOD             NGS
 ET0095  HISTORY     - 19950426 GOOD             USPSQD
 ET0095  HISTORY     - 20010511 GOOD             NGS
 ET0095  HISTORY     - 20050508 GOOD             USPSQD
 ET0095
 ET0095                          STATION DESCRIPTION
 ET0095
 ET0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0095'0.9 MI E FROM COTTONWOOD.
 ET0095'CONCRETE POST, 30 FEET EAST OF SOUTH ENTRANCE TO COTTONWOOD CEMETARY,
 ET0095'135 FEET NORTH OF HIGHWAY CENTER-LINE.
 ET0095
 ET0095                          STATION RECOVERY (1975)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (1982)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0095'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ET0095'2.9 KM (1.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 ET0095'OF STATE HIGHWAY 279 IN COTTONWOOD, INSIDE THE MAIN GATE TO THE
 ET0095'COTTONWOOD CEMETERY, 1.4 METERS (4 FT) NORTH OF THE NORTHWEST CORNER
 ET0095'OF THE BELL MEMORIAL PLOT, 9.0 METERS (30 FT) NORTH OF A FLAGPOLE,
 ET0095'24.0 METERS (79 FT) NORTH-NORTHEAST OF THE EAST STEEL GATE POST, 8.0
 ET0095'METERS (26 FT) EAST OF THE EXTENDED CENTER OF THE MAIN ENTRANCE.
 ET0095'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ET0095
 ET0095                          STATION RECOVERY (1995)
 ET0095
 ET0095'RECOVERY NOTE BY US POWER SQUADRON 1995
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (2001)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (2005)
 ET0095
 ET0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0095'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0020 ***********************************************************************
 GP0020  DESIGNATION -  F 31
 GP0020  PID         -  GP0020
 GP0020  STATE/COUNTY-  AZ/NAVAJO
 GP0020  USGS QUAD   -  KAYENTA WEST (1968)
 GP0020
 GP0020                         *CURRENT SURVEY CONTROL
 GP0020  ___________________________________________________________________
 GP0020* NAD 83(1986)-  36 43 39.     (N)    110 15 19.     (W)     SCALED    
 GP0020* NAVD 88     -      1720.214  (meters)    5643.74   (feet)  ADJUSTED  
 GP0020  ___________________________________________________________________
 GP0020  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0020  DYNAMIC HT  -        1718.143 (meters)    5636.94  (feet)  COMP
 GP0020  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 GP0020
 GP0020  VERT ORDER  -  FIRST     CLASS II
 GP0020
 GP0020.The horizontal coordinates were scaled from a topographic map and have
 GP0020.an estimated accuracy of +/- 6 seconds.
 GP0020
 GP0020.The orthometric height was determined by differential leveling
 GP0020.and adjusted by the National Geodetic Survey in June 1991..
 GP0020
 GP0020.The geoid height was determined by GEOID03.
 GP0020
 GP0020.The dynamic height is computed by dividing the NAVD 88
 GP0020.geopotential number by the normal gravity value computed on the
 GP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0020.degrees latitude (g = 980.6199 gals.).
 GP0020
 GP0020.The modeled gravity was interpolated from observed gravity values.
 GP0020
 GP0020;                    North         East    Units  Estimated Accuracy
 GP0020;SPC AZ E     -   635,240.      205,450.      MT  (+/- 180 meters Scaled)
 GP0020
 GP0020                          SUPERSEDED SURVEY CONTROL
 GP0020
 GP0020  NGVD 29 (??/??/92) 1719.314  (m)         5640.78   (f) ADJ UNCH    1 2
 GP0020
 GP0020.Superseded values are not recommended for survey control.
 GP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0020.See file dsdata.txt to determine how the superseded data were derived.
 GP0020
 GP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF664649(NAD 83)
 GP0020_MARKER: DB = BENCH MARK DISK
 GP0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0020_SP_SET: BALUSTRADE
 GP0020_STAMPING: 5640.783 F 31 1933
 GP0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0020
 GP0020  HISTORY     - Date     Condition        Report By
 GP0020  HISTORY     - 1933     MONUMENTED       CGS
 GP0020  HISTORY     - 1934     GOOD             NGS
 GP0020  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0020
 GP0020                          STATION DESCRIPTION
 GP0020
 GP0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0020'IN KAYENTA.
 GP0020'AT KAYENTA, NAVAJO COUNTY, AT THE WETHERILL-COLVILLE GUEST RANCH, AT
 GP0020'THE NORTHEAST CORNER OF THE HOUSE, AND IN THE TOP OF THE NORTH END OF
 GP0020'A STONE BALUSTRADE ON THE PORCH.  A STANDARD DISK, STAMPED 5640.783 F
 GP0020'31 1933.  NOTE-- ABOUT 0.9 MI EAST ALONG STATE HIGHWAY 89A FROM THE
 GP0020'POST OFFICE AT COTTONWOOD.  THE HIGHWAY HAS BEEN CHANGED FROM 79 TO
 GP0020'89A.
 GP0020
 GP0020                          STATION RECOVERY (1983)
 GP0020
 GP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1259 ***********************************************************************
 CZ1259  DESIGNATION -  F 310
 CZ1259  PID         -  CZ1259
 CZ1259  STATE/COUNTY-  AZ/PINAL
 CZ1259  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1259
 CZ1259                         *CURRENT SURVEY CONTROL
 CZ1259  ___________________________________________________________________
 CZ1259* NAD 83(1986)-  32 36 32.     (N)    111 52 55.     (W)     SCALED    
 CZ1259* NAVD 88     -       465.38   (+/-2cm)    1526.8    (feet)  VERTCON   
 CZ1259  ___________________________________________________________________
 CZ1259  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1259
 CZ1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1259
 CZ1259.The horizontal coordinates were scaled from a topographic map and have
 CZ1259.an estimated accuracy of +/- 6 seconds.
 CZ1259
 CZ1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1259.The vertical order pertains to the NGVD 29 superseded value.
 CZ1259
 CZ1259.The geoid height was determined by GEOID03.
 CZ1259
 CZ1259;                    North         East    Units  Estimated Accuracy
 CZ1259;SPC AZ C     -   178,380.      216,620.      MT  (+/- 180 meters Scaled)
 CZ1259
 CZ1259                          SUPERSEDED SURVEY CONTROL
 CZ1259
 CZ1259  NGVD 29 (??/??/92)  464.796  (m)         1524.92   (f) ADJ UNCH    2 0
 CZ1259
 CZ1259.Superseded values are not recommended for survey control.
 CZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1259.See file dsdata.txt to determine how the superseded data were derived.
 CZ1259
 CZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB172082(NAD 83)
 CZ1259_MARKER: DB = BENCH MARK DISK
 CZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1259_STAMPING: F 310 1952
 CZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1259+STABILITY: SURFACE MOTION
 CZ1259
 CZ1259  HISTORY     - Date     Condition        Report By
 CZ1259  HISTORY     - 1952     MONUMENTED       CGS
 CZ1259
 CZ1259                          STATION DESCRIPTION
 CZ1259
 CZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1259'0.8 MI E FROM JACKRABBIT.
 CZ1259'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1259'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 0.4 MILE EAST ALONG A
 CZ1259'TRACK ROAD, 0.8 MILE EAST OF THE JUNCTION OF THE NEW CASA GRANDE ROAD,
 CZ1259'ON THE NORTH SIDE OF A STEEP ROCK COVERED HILL, AT THE Y JUNCTION OF A
 CZ1259'TRACK ROAD LEADING NORTHEAST, IN THE CROTCH OF THE Y JUNCTION, 2.2
 CZ1259'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 21 FEET NORTH OF THE
 CZ1259'CENTERLINE OF THE MAIN ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ1259'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1259'GROUND, ABOUT 1 FOOT LOWER THAN THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0929 ***********************************************************************
 CZ0929  DESIGNATION -  F 311
 CZ0929  PID         -  CZ0929
 CZ0929  STATE/COUNTY-  AZ/PIMA
 CZ0929  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0929
 CZ0929                         *CURRENT SURVEY CONTROL
 CZ0929  ___________________________________________________________________
 CZ0929* NAD 83(1986)-  32 18 08.     (N)    111 50 36.     (W)     SCALED    
 CZ0929* NAVD 88     -       580.67   (+/-2cm)    1905.1    (feet)  VERTCON   
 CZ0929  ___________________________________________________________________
 CZ0929  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CZ0929
 CZ0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0929
 CZ0929.The horizontal coordinates were scaled from a topographic map and have
 CZ0929.an estimated accuracy of +/- 6 seconds.
 CZ0929
 CZ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0929.The vertical order pertains to the NGVD 29 superseded value.
 CZ0929
 CZ0929.The geoid height was determined by GEOID03.
 CZ0929
 CZ0929;                    North         East    Units  Estimated Accuracy
 CZ0929;SPC AZ C     -   144,380.      220,270.      MT  (+/- 180 meters Scaled)
 CZ0929
 CZ0929                          SUPERSEDED SURVEY CONTROL
 CZ0929
 CZ0929  NGVD 29 (??/??/92)  580.064  (m)         1903.09   (f) ADJ UNCH    2 0
 CZ0929
 CZ0929.Superseded values are not recommended for survey control.
 CZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0929.See file dsdata.txt to determine how the superseded data were derived.
 CZ0929
 CZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA206742(NAD 83)
 CZ0929_MARKER: DB = BENCH MARK DISK
 CZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0929_STAMPING: F 311 1952
 CZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0929+STABILITY: SURFACE MOTION
 CZ0929
 CZ0929  HISTORY     - Date     Condition        Report By
 CZ0929  HISTORY     - 1952     MONUMENTED       CGS
 CZ0929
 CZ0929                          STATION DESCRIPTION
 CZ0929
 CZ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0929'11.75 MI E FROM SANTA ROSA.
 CZ0929'11.75 MILE EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0929'0.35 MILE WEST OF THE WEST EDGE OF A RESERVOIR, AT A LARGE CLEARING
 CZ0929'SPOTTED WITH IRON WOOD TREES, ABOUT 80 YARDS EAST OF A WIDE SNAD WASH
 CZ0929'WHICH OUTLINES THE WEST EDGE OF THE CLEARING, ABOUT 75 YARDS SOUTH OF
 CZ0929'THE NORTH EDGE OF THE CLEARING, 36 1/2 FEET SOUTHWEST OF AN IRONWOOD
 CZ0929'TREE, 24 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 CZ0929'ROAD, 2.9 FEET NORTHWEST OF A WITNESS POST, AND SET IN A CONCRETE POST
 CZ0929'PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0297 ***********************************************************************
 ET0297  DESIGNATION -  F 312
 ET0297  PID         -  ET0297
 ET0297  STATE/COUNTY-  AZ/YAVAPAI
 ET0297  USGS QUAD   -  JOES HILL (1969)
 ET0297
 ET0297                         *CURRENT SURVEY CONTROL
 ET0297  ___________________________________________________________________
 ET0297* NAD 83(1986)-  34 14 48.     (N)    112 03 02.     (W)     SCALED    
 ET0297* NAVD 88     -      1098.72   (+/-2cm)    3604.7    (feet)  VERTCON   
 ET0297  ___________________________________________________________________
 ET0297  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 ET0297
 ET0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0297
 ET0297.The horizontal coordinates were scaled from a topographic map and have
 ET0297.an estimated accuracy of +/- 6 seconds.
 ET0297
 ET0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0297.The vertical order pertains to the NGVD 29 superseded value.
 ET0297
 ET0297.The geoid height was determined by GEOID03.
 ET0297
 ET0297;                    North         East    Units  Estimated Accuracy
 ET0297;SPC AZ C     -   360,020.      201,030.      MT  (+/- 180 meters Scaled)
 ET0297
 ET0297                          SUPERSEDED SURVEY CONTROL
 ET0297
 ET0297  NGVD 29 (??/??/92) 1098.070  (m)         3602.58   (f) ADJ UNCH    2 0
 ET0297
 ET0297.Superseded values are not recommended for survey control.
 ET0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0297.See file dsdata.txt to determine how the superseded data were derived.
 ET0297
 ET0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC032900(NAD 83)
 ET0297_MARKER: DB = BENCH MARK DISK
 ET0297_SETTING: 66 = SET IN ROCK OUTCROP
 ET0297_SP_SET: OUTCROP
 ET0297_STAMPING: F 312 1952
 ET0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0297+STABILITY: POSITION/ELEVATION WELL
 ET0297
 ET0297  HISTORY     - Date     Condition        Report By
 ET0297  HISTORY     - 1952     MONUMENTED       CGS
 ET0297
 ET0297                          STATION DESCRIPTION
 ET0297
 ET0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0297'10.8 MI SE FROM CORDES.
 ET0297'10.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE
 ET0297'AT CORDES, AT A POINT WHERE THE ROAD CLIMBS TO THE TOP OF A MESA, ON
 ET0297'THE OUTSIDE OF A CURVE, IN TOP OF THE CENTER OF A 3-FOOT BY 5-FOOT
 ET0297'OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND AND SURROUNDED BY
 ET0297'SMALLER OUTCROPS AND BOULDERS, 63 FEET NORTH OF THE CENTER LINE OF AND
 ET0297'ABOUT LEVEL WITH THE ROAD AT THE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0008 ***********************************************************************
 CG0008  DESIGNATION -  F 313
 CG0008  PID         -  CG0008
 CG0008  STATE/COUNTY-  AZ/COCHISE
 CG0008  USGS QUAD   -  MESCAL (1983)
 CG0008
 CG0008                         *CURRENT SURVEY CONTROL
 CG0008  ___________________________________________________________________
 CG0008* NAD 83(1986)-  31 59 32.     (N)    110 25 21.     (W)     SCALED    
 CG0008* NAVD 88     -      1222.83   (+/-2cm)    4011.9    (feet)  VERTCON   
 CG0008  ___________________________________________________________________
 CG0008  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0008
 CG0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0008
 CG0008.The horizontal coordinates were scaled from a topographic map and have
 CG0008.an estimated accuracy of +/- 6 seconds.
 CG0008
 CG0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0008.The vertical order pertains to the NGVD 29 superseded value.
 CG0008
 CG0008.The geoid height was determined by GEOID03.
 CG0008
 CG0008;                    North         East    Units  Estimated Accuracy
 CG0008;SPC AZ E     -   110,030.      189,190.      MT  (+/- 180 meters Scaled)
 CG0008
 CG0008                          SUPERSEDED SURVEY CONTROL
 CG0008
 CG0008  NGVD 29 (??/??/92) 1222.016  (m)         4009.23   (f) ADJ UNCH    1 2
 CG0008
 CG0008.Superseded values are not recommended for survey control.
 CG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0008.See file dsdata.txt to determine how the superseded data were derived.
 CG0008
 CG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA545397(NAD 83)
 CG0008_MARKER: DB = BENCH MARK DISK
 CG0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0008_SP_SET: ABUTMENT
 CG0008_STAMPING: F 313 1952
 CG0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0008
 CG0008  HISTORY     - Date     Condition        Report By
 CG0008  HISTORY     - 1952     MONUMENTED       CGS
 CG0008  HISTORY     - 1960     GOOD             NGS
 CG0008
 CG0008                          STATION DESCRIPTION
 CG0008
 CG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0008'0.7 MI E FROM MESCAL.
 CG0008'0.7 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0008'MESCAL, 0.35 MILE EAST OF A RAILROAD OVERPASS AND MILE POLE 1024, AT
 CG0008'BRIDGE 1024.36, SET IN TOP OF THE EAST CONCRETE ABUTMENT, 6.6 FEET
 CG0008'SOUTH OF THE SOUTH RAIL, 1.8 FEET SOUTHWEST OF THE EAST END OF THE
 CG0008'WOODEN CURBING AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 CG0008
 CG0008                          STATION RECOVERY (1960)
 CG0008
 CG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0271 ***********************************************************************
 ET0271  DESIGNATION -  F 314
 ET0271  PID         -  ET0271
 ET0271  STATE/COUNTY-  AZ/YAVAPAI
 ET0271  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0271
 ET0271                         *CURRENT SURVEY CONTROL
 ET0271  ___________________________________________________________________
 ET0271* NAD 83(1986)-  34 05 04.     (N)    112 06 30.     (W)     SCALED    
 ET0271* NAVD 88     -       636.75   (+/-2cm)    2089.1    (feet)  VERTCON   
 ET0271  ___________________________________________________________________
 ET0271  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 ET0271
 ET0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0271
 ET0271.The horizontal coordinates were scaled from a topographic map and have
 ET0271.an estimated accuracy of +/- 6 seconds.
 ET0271
 ET0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0271.The vertical order pertains to the NGVD 29 superseded value.
 ET0271
 ET0271.The geoid height was determined by GEOID03.
 ET0271
 ET0271;                    North         East    Units  Estimated Accuracy
 ET0271;SPC AZ C     -   342,040.      195,670.      MT  (+/- 180 meters Scaled)
 ET0271
 ET0271                          SUPERSEDED SURVEY CONTROL
 ET0271
 ET0271  NGVD 29 (??/??/92)  636.124  (m)         2087.02   (f) ADJ UNCH    2 0
 ET0271
 ET0271.Superseded values are not recommended for survey control.
 ET0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0271.See file dsdata.txt to determine how the superseded data were derived.
 ET0271
 ET0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977720(NAD 83)
 ET0271_MARKER: DB = BENCH MARK DISK
 ET0271_SETTING: 80 = SET IN A BOULDER
 ET0271_SP_SET: BOULDER
 ET0271_STAMPING: F 314 1952
 ET0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0271+STABILITY: SURFACE MOTION
 ET0271
 ET0271  HISTORY     - Date     Condition        Report By
 ET0271  HISTORY     - 1952     MONUMENTED       CGS
 ET0271
 ET0271                          STATION DESCRIPTION
 ET0271
 ET0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0271'4.4 MI NE FROM ROCK SPRINGS.
 ET0271'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0271'STORE AT ROCK SPRINGS, THENCE 3.4 MILES NORTHEAST ALONG THE SQUAW
 ET0271'CREEK ROAD, 0.1 MILE SOUTH OF THE CROSSING OF A WIDE WASH, 2 POLES
 ET0271'EAST OF A TELEPHONE POLE WITH A TELEPHONE BOX, AT THE SOUTHWEST END OF
 ET0271'A CURVE, IN TOP OF A 3-FOOT BY 3-FOOT BLACK BOULDER PROJECTING 2 FEET
 ET0271'ABOVE THE GROUND, 96 FEET WEST OF THE NORTHWEST LEG OF A DUAL POWER
 ET0271'LINE POLE, 32 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER
 ET0271'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0016 ***********************************************************************
 CG0016  DESIGNATION -  F 315
 CG0016  PID         -  CG0016
 CG0016  STATE/COUNTY-  AZ/COCHISE
 CG0016  USGS QUAD   -  BENSON (1983)
 CG0016
 CG0016                         *CURRENT SURVEY CONTROL
 CG0016  ___________________________________________________________________
 CG0016* NAD 83(1986)-  31 58 18.     (N)    110 18 26.     (W)     SCALED    
 CG0016* NAVD 88     -      1104.13   (+/-2cm)    3622.5    (feet)  VERTCON   
 CG0016  ___________________________________________________________________
 CG0016  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0016
 CG0016  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0016
 CG0016.The horizontal coordinates were scaled from a topographic map and have
 CG0016.an estimated accuracy of +/- 6 seconds.
 CG0016
 CG0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0016.The vertical order pertains to the NGVD 29 superseded value.
 CG0016
 CG0016.The geoid height was determined by GEOID03.
 CG0016
 CG0016;                    North         East    Units  Estimated Accuracy
 CG0016;SPC AZ E     -   107,730.      200,080.      MT  (+/- 180 meters Scaled)
 CG0016
 CG0016                          SUPERSEDED SURVEY CONTROL
 CG0016
 CG0016  NGVD 29 (??/??/92) 1103.347  (m)         3619.90   (f) ADJ UNCH    1 2
 CG0016
 CG0016.Superseded values are not recommended for survey control.
 CG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0016.See file dsdata.txt to determine how the superseded data were derived.
 CG0016
 CG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA654375(NAD 83)
 CG0016_MARKER: DB = BENCH MARK DISK
 CG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0016_STAMPING: F 315 1952
 CG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0016+STABILITY: SURFACE MOTION
 CG0016
 CG0016  HISTORY     - Date     Condition        Report By
 CG0016  HISTORY     - 1952     MONUMENTED       CGS
 CG0016  HISTORY     - 1963     GOOD             NGS
 CG0016  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0016
 CG0016                          STATION DESCRIPTION
 CG0016
 CG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0016'0.8 MI NW FROM BENSON.
 CG0016'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD, FROM THE
 CG0016'STATION AT BENSON, 4 POWER TRANSMISSION POLES NORTHWEST OF MILEPOST
 CG0016'1032, AT THE CROSSING OF RODEO ROAD, 96 FEET NORTH OF THE NORTH RAIL,
 CG0016'75 FEET WEST OF THE CENTER LINE OF RODEO ROAD, 37 FEET WEST OF A FENCE
 CG0016'CORNER, 2 FEET SOUTH OF THE FENCE, 2.2 FEET SOUTHEAST OF A WHITE
 CG0016'WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN TOP
 CG0016'OF A CONCRETE POST PROJECTING 0.6 FOOT.
 CG0016
 CG0016                          STATION RECOVERY (1979)
 CG0016
 CG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0016'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 CG0016'RODEO ROAD (NOW OCOTILLO STREET) HAS BEEN WIDENED AND THE MARK IS
 CG0016'BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0307 ***********************************************************************
 ET0307  DESIGNATION -  F 316
 ET0307  PID         -  ET0307
 ET0307  STATE/COUNTY-  AZ/YAVAPAI
 ET0307  USGS QUAD   -  CLEATOR (1974)
 ET0307
 ET0307                         *CURRENT SURVEY CONTROL
 ET0307  ___________________________________________________________________
 ET0307* NAD 83(1986)-  34 22 18.     (N)    112 08 09.     (W)     SCALED    
 ET0307* NAVD 88     -      1197.47   (+/-2cm)    3928.7    (feet)  VERTCON   
 ET0307  ___________________________________________________________________
 ET0307  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ET0307
 ET0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0307
 ET0307.The horizontal coordinates were scaled from a topographic map and have
 ET0307.an estimated accuracy of +/- 6 seconds.
 ET0307
 ET0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0307.The vertical order pertains to the NGVD 29 superseded value.
 ET0307
 ET0307.The geoid height was determined by GEOID03.
 ET0307
 ET0307;                    North         East    Units  Estimated Accuracy
 ET0307;SPC AZ C     -   373,900.      193,200.      MT  (+/- 180 meters Scaled)
 ET0307
 ET0307                          SUPERSEDED SURVEY CONTROL
 ET0307
 ET0307  NGVD 29 (??/??/92) 1196.766  (m)         3926.39   (f) ADJ UNCH    2 0
 ET0307
 ET0307.Superseded values are not recommended for survey control.
 ET0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0307.See file dsdata.txt to determine how the superseded data were derived.
 ET0307
 ET0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD955039(NAD 83)
 ET0307_MARKER: DB = BENCH MARK DISK
 ET0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0307_STAMPING: F 316 1952
 ET0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0307+STABILITY: SURFACE MOTION
 ET0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0307+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 ET0307
 ET0307  HISTORY     - Date     Condition        Report By
 ET0307  HISTORY     - 1952     MONUMENTED       CGS
 ET0307  HISTORY     - 1974     GOOD             USGS
 ET0307  HISTORY     - 20040808 GOOD             USPSQD
 ET0307
 ET0307                          STATION DESCRIPTION
 ET0307
 ET0307'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0307'7.1 MI SE FROM MAYER.
 ET0307'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0307'MAYER, THENCE 2.9 MILES EAST ALONG GRADED COUNTY ROAD, ON A RIDGE, 0.9
 ET0307'MILE SOUTHWEST OF THE AGUA FRIA RIVER, 33 FEET NORTHWEST OF THE CENTER
 ET0307'LINE OF THE ROAD, 3.6 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 ET0307'WITH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ET0307'ABOVE THE GROUND.
 ET0307
 ET0307                          STATION RECOVERY (2004)
 ET0307
 ET0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0307'MARK LOCATED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0071 ***********************************************************************
 CZ0071  DESIGNATION -  F 317
 CZ0071  PID         -  CZ0071
 CZ0071  STATE/COUNTY-  AZ/PIMA
 CZ0071  USGS QUAD   -  TUCSON EAST (1992)
 CZ0071
 CZ0071                         *CURRENT SURVEY CONTROL
 CZ0071  ___________________________________________________________________
 CZ0071* NAD 83(1986)-  32 07 36.     (N)    110 51 10.     (W)     SCALED    
 CZ0071* NAVD 88     -       843.65   (+/-2cm)    2767.9    (feet)  VERTCON   
 CZ0071  ___________________________________________________________________
 CZ0071  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CZ0071
 CZ0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0071
 CZ0071.The horizontal coordinates were scaled from a topographic map and have
 CZ0071.an estimated accuracy of +/- 6 seconds.
 CZ0071
 CZ0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0071.The vertical order pertains to the NGVD 29 superseded value.
 CZ0071
 CZ0071.The geoid height was determined by GEOID03.
 CZ0071
 CZ0071;                    North         East    Units  Estimated Accuracy
 CZ0071;SPC AZ C     -   125,410.      313,740.      MT  (+/- 180 meters Scaled)
 CZ0071
 CZ0071                          SUPERSEDED SURVEY CONTROL
 CZ0071
 CZ0071  NGVD 29 (??/??/92)  842.997  (m)         2765.73   (f) ADJ UNCH    1 2
 CZ0071
 CZ0071.Superseded values are not recommended for survey control.
 CZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0071.See file dsdata.txt to determine how the superseded data were derived.
 CZ0071
 CZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA138544(NAD 83)
 CZ0071_MARKER: DB = BENCH MARK DISK
 CZ0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0071_SP_SET: ABUTMENT
 CZ0071_STAMPING: F 317 1952
 CZ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0071+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0071
 CZ0071  HISTORY     - Date     Condition        Report By
 CZ0071  HISTORY     - 1952     MONUMENTED       CGS
 CZ0071  HISTORY     - 20060315 GOOD             USPSQD
 CZ0071
 CZ0071                          STATION DESCRIPTION
 CZ0071
 CZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0071'10.0 MI NW FROM VAIL.
 CZ0071'10.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0071'THE STATION AT VAIL, 10.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0071'COMPANY RAILROAD FROM THE STATION AT TUCSON, IN THE TOP OF THE
 CZ0071'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE NO.993.89,
 CZ0071'0.1 MILE NORTHWEST OF MILEPOST 994, 8.0 FEET NORTHEAST OF THE
 CZ0071'NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 CZ0071
 CZ0071                          STATION RECOVERY (2006)
 CZ0071
 CZ0071'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0875 ***********************************************************************
 CZ0875  DESIGNATION -  F 318
 CZ0875  PID         -  CZ0875
 CZ0875  STATE/COUNTY-  AZ/PIMA
 CZ0875  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0875
 CZ0875                         *CURRENT SURVEY CONTROL
 CZ0875  ___________________________________________________________________
 CZ0875* NAD 83(1986)-  32 28 37.     (N)    111 50 03.     (W)     SCALED    
 CZ0875* NAVD 88     -       515.56   (+/-2cm)    1691.5    (feet)  VERTCON   
 CZ0875  ___________________________________________________________________
 CZ0875  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0875
 CZ0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0875
 CZ0875.The horizontal coordinates were scaled from a topographic map and have
 CZ0875.an estimated accuracy of +/- 6 seconds.
 CZ0875
 CZ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0875.The vertical order pertains to the NGVD 29 superseded value.
 CZ0875
 CZ0875.The geoid height was determined by GEOID03.
 CZ0875
 CZ0875;                    North         East    Units  Estimated Accuracy
 CZ0875;SPC AZ C     -   163,750.      221,110.      MT  (+/- 180 meters Scaled)
 CZ0875
 CZ0875                          SUPERSEDED SURVEY CONTROL
 CZ0875
 CZ0875  NGVD 29 (??/??/92)  514.984  (m)         1689.58   (f) ADJ UNCH    2 0
 CZ0875
 CZ0875.Superseded values are not recommended for survey control.
 CZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0875.See file dsdata.txt to determine how the superseded data were derived.
 CZ0875
 CZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA216936(NAD 83)
 CZ0875_MARKER: DB = BENCH MARK DISK
 CZ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0875_STAMPING: F 318 1952
 CZ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0875+STABILITY: SURFACE MOTION
 CZ0875
 CZ0875  HISTORY     - Date     Condition        Report By
 CZ0875  HISTORY     - 1952     MONUMENTED       CGS
 CZ0875
 CZ0875                          STATION DESCRIPTION
 CZ0875
 CZ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0875'9.95 MI E FROM KOMELIH.
 CZ0875'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0875'THENCE 4.4 MILES EAST ALONG A DIM TRACK ROAD, ABOUT 125 YARDS
 CZ0875'NORTHEAST OF THE NORTHEAST EDGE OF A LARGE CLEARING, AT A SMALL GRAVEL
 CZ0875'COVERED CLEARING SURROUNDED WITH MESQUITE, 53 FEET NORTH OF THE CENTER
 CZ0875'OF A SMALL SANDY WASH, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF AND
 CZ0875'ABOUT LEVEL WITH THE ROAD, 21 FEET NORTH OF A WITNESS POST, AND SET IN
 CZ0875'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0057 ***********************************************************************
 DA0057  DESIGNATION -  F 319
 DA0057  PID         -  DA0057
 DA0057  STATE/COUNTY-  AZ/MARICOPA
 DA0057  USGS QUAD   -  JOHNSON WELL (1986)
 DA0057
 DA0057                         *CURRENT SURVEY CONTROL
 DA0057  ___________________________________________________________________
 DA0057* NAD 83(1986)-  32 43 03.     (N)    112 20 32.     (W)     SCALED    
 DA0057* NAVD 88     -       728.07   (+/-2cm)    2388.7    (feet)  VERTCON   
 DA0057  ___________________________________________________________________
 DA0057  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0057
 DA0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0057
 DA0057.The horizontal coordinates were scaled from a topographic map and have
 DA0057.an estimated accuracy of +/- 6 seconds.
 DA0057
 DA0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0057.The vertical order pertains to the NGVD 29 superseded value.
 DA0057
 DA0057.The geoid height was determined by GEOID03.
 DA0057
 DA0057;                    North         East    Units  Estimated Accuracy
 DA0057;SPC AZ C     -   190,510.      173,470.      MT  (+/- 180 meters Scaled)
 DA0057
 DA0057                          SUPERSEDED SURVEY CONTROL
 DA0057
 DA0057  NGVD 29 (??/??/92)  727.361  (m)         2386.35   (f) ADJ UNCH    2 0
 DA0057
 DA0057.Superseded values are not recommended for survey control.
 DA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0057.See file dsdata.txt to determine how the superseded data were derived.
 DA0057
 DA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB742207(NAD 83)
 DA0057_MARKER: DB = BENCH MARK DISK
 DA0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0057_STAMPING: F 319 1952
 DA0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0057+STABILITY: SURFACE MOTION
 DA0057
 DA0057  HISTORY     - Date     Condition        Report By
 DA0057  HISTORY     - 1952     MONUMENTED       CGS
 DA0057
 DA0057                          STATION DESCRIPTION
 DA0057
 DA0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0057'1.0 MI NE FROM STOUTS WELL.
 DA0057'1.0 MILE NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, 0.4 MILE WEST
 DA0057'OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, ABOUT 85 YARDS
 DA0057'NORTH OF THE WEST END OF A HILL, 22 FEET SOUTH OF THE CENTER LINE OF
 DA0057'THE ROAD, 1.9 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0057'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0057'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0243 ***********************************************************************
 FQ0243  DESIGNATION -  F 32
 FQ0243  PID         -  FQ0243
 FQ0243  STATE/COUNTY-  AZ/COCONINO
 FQ0243  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0243
 FQ0243                         *CURRENT SURVEY CONTROL
 FQ0243  ___________________________________________________________________
 FQ0243* NAD 83(1986)-  35 04 52.     (N)    111 42 01.     (W)     SCALED    
 FQ0243* NAVD 88     -      2085.186  (meters)    6841.15   (feet)  ADJUSTED  
 FQ0243  ___________________________________________________________________
 FQ0243  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0243  DYNAMIC HT  -        2082.249 (meters)    6831.51  (feet)  COMP
 FQ0243  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 FQ0243
 FQ0243  VERT ORDER  -  FIRST     CLASS II
 FQ0243
 FQ0243.The horizontal coordinates were scaled from a topographic map and have
 FQ0243.an estimated accuracy of +/- 6 seconds.
 FQ0243
 FQ0243.The orthometric height was determined by differential leveling
 FQ0243.and adjusted by the National Geodetic Survey in June 1991..
 FQ0243
 FQ0243.The geoid height was determined by GEOID03.
 FQ0243
 FQ0243.The dynamic height is computed by dividing the NAVD 88
 FQ0243.geopotential number by the normal gravity value computed on the
 FQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0243.degrees latitude (g = 980.6199 gals.).
 FQ0243
 FQ0243.The modeled gravity was interpolated from observed gravity values.
 FQ0243
 FQ0243;                    North         East    Units  Estimated Accuracy
 FQ0243;SPC AZ C     -   452,590.      233,090.      MT  (+/- 180 meters Scaled)
 FQ0243
 FQ0243                          SUPERSEDED SURVEY CONTROL
 FQ0243
 FQ0243  NGVD 29 (??/??/92) 2084.203  (m)         6837.92   (f) ADJ UNCH    1 2
 FQ0243
 FQ0243.Superseded values are not recommended for survey control.
 FQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0243.See file dsdata.txt to determine how the superseded data were derived.
 FQ0243
 FQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD361822(NAD 83)
 FQ0243_MARKER: DB = BENCH MARK DISK
 FQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0243_STAMPING: 6837.923 F 32 1933
 FQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0243+STABILITY: SURFACE MOTION
 FQ0243
 FQ0243  HISTORY     - Date     Condition        Report By
 FQ0243  HISTORY     - 1933     MONUMENTED       CGS
 FQ0243
 FQ0243                          STATION DESCRIPTION
 FQ0243
 FQ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0243'11.3 MI S FROM FLAGSTAFF.
 FQ0243'ABOUT 11.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0243'FLAGSTAFF, COCONINO COUNTY, ABOUT 1.0 MILE SOUTHWEST OF A ROAD
 FQ0243'JUNCTION, AT A SUMMIT OF THE GRADE, AND ABOUT 50 FEET NORTH OF THE
 FQ0243'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6837.923 F 32
 FQ0243'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 FQ0243'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0114 ***********************************************************************
 GO0114  DESIGNATION -  F 32
 GO0114  PID         -  GO0114
 GO0114  STATE/COUNTY-  AZ/APACHE
 GO0114  USGS QUAD   -  ROUGH ROCK (1968)
 GO0114
 GO0114                         *CURRENT SURVEY CONTROL
 GO0114  ___________________________________________________________________
 GO0114* NAD 83(1986)-  36 26 48.     (N)    109 50 50.     (W)     SCALED    
 GO0114* NAVD 88     -      1830.965  (meters)    6007.09   (feet)  ADJUSTED  
 GO0114  ___________________________________________________________________
 GO0114  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GO0114  DYNAMIC HT  -        1828.650 (meters)    5999.50  (feet)  COMP
 GO0114  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GO0114
 GO0114  VERT ORDER  -  FIRST     CLASS II
 GO0114
 GO0114.The horizontal coordinates were scaled from a topographic map and have
 GO0114.an estimated accuracy of +/- 6 seconds.
 GO0114
 GO0114.The orthometric height was determined by differential leveling
 GO0114.and adjusted by the National Geodetic Survey in June 1991..
 GO0114
 GO0114.The geoid height was determined by GEOID03.
 GO0114
 GO0114.The dynamic height is computed by dividing the NAVD 88
 GO0114.geopotential number by the normal gravity value computed on the
 GO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0114.degrees latitude (g = 980.6199 gals.).
 GO0114
 GO0114.The modeled gravity was interpolated from observed gravity values.
 GO0114
 GO0114;                    North         East    Units  Estimated Accuracy
 GO0114;SPC AZ E     -   604,120.      242,000.      MT  (+/- 180 meters Scaled)
 GO0114
 GO0114                          SUPERSEDED SURVEY CONTROL
 GO0114
 GO0114  NGVD 29 (??/??/92) 1830.025  (m)         6004.01   (f) ADJ UNCH    1 2
 GO0114
 GO0114.Superseded values are not recommended for survey control.
 GO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0114.See file dsdata.txt to determine how the superseded data were derived.
 GO0114
 GO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF033341(NAD 83)
 GO0114_MARKER: DB = BENCH MARK DISK
 GO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0114_STAMPING: F 32 1933
 GO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0114+STABILITY: SURFACE MOTION
 GO0114
 GO0114  HISTORY     - Date     Condition        Report By
 GO0114  HISTORY     - 1933     MONUMENTED       CGS
 GO0114  HISTORY     - 1934     GOOD             NGS
 GO0114  HISTORY     - 1968     GOOD             UTU
 GO0114
 GO0114                          STATION DESCRIPTION
 GO0114
 GO0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0114'33.0 MI NW FROM CHIN LEE.
 GO0114'33.0 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0114'ROAD, AT THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS, A STANDARD DISK
 GO0114'SET 130 FEET EAST OF THE CENTERLINE OF A DIP THROUGH THE WASH, 36 FEET
 GO0114'NORTHEAST OF THE CENTERLINE OF THE KAYENTA ROAD AND 50 FEET NORTHWEST
 GO0114'OF A ROAD RUNNING NORTHEAST OF SHIP ROCK, AND 6 INCHES ABOVE THE
 GO0114'GROUND.
 GO0114
 GO0114                          STATION RECOVERY (1968)
 GO0114
 GO0114'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0569 ***********************************************************************
 DA0569  DESIGNATION -  F 320
 DA0569  PID         -  DA0569
 DA0569  STATE/COUNTY-  AZ/MARICOPA
 DA0569  USGS QUAD   -  THEBA (1973)
 DA0569
 DA0569                         *CURRENT SURVEY CONTROL
 DA0569  ___________________________________________________________________
 DA0569* NAD 83(1986)-  32 54 53.     (N)    112 55 36.     (W)     SCALED    
 DA0569* NAVD 88     -       219.096  (meters)     718.82   (feet)  ADJUSTED  
 DA0569  ___________________________________________________________________
 DA0569  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DA0569  DYNAMIC HT  -         218.843 (meters)     717.99  (feet)  COMP
 DA0569  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DA0569
 DA0569  VERT ORDER  -  FIRST     CLASS II
 DA0569
 DA0569.The horizontal coordinates were scaled from a topographic map and have
 DA0569.an estimated accuracy of +/- 6 seconds.
 DA0569
 DA0569.The orthometric height was determined by differential leveling
 DA0569.and adjusted by the National Geodetic Survey in June 1991..
 DA0569
 DA0569.The geoid height was determined by GEOID03.
 DA0569
 DA0569.The dynamic height is computed by dividing the NAVD 88
 DA0569.geopotential number by the normal gravity value computed on the
 DA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0569.degrees latitude (g = 980.6199 gals.).
 DA0569
 DA0569.The modeled gravity was interpolated from observed gravity values.
 DA0569
 DA0569;                    North         East    Units  Estimated Accuracy
 DA0569;SPC AZ C     -   212,750.      118,890.      MT  (+/- 180 meters Scaled)
 DA0569
 DA0569                          SUPERSEDED SURVEY CONTROL
 DA0569
 DA0569  NGVD 29 (??/??/92)  218.506  (m)          716.88   (f) ADJ UNCH    1 2
 DA0569
 DA0569.Superseded values are not recommended for survey control.
 DA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0569.See file dsdata.txt to determine how the superseded data were derived.
 DA0569
 DA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB198434(NAD 83)
 DA0569_MARKER: DB = BENCH MARK DISK
 DA0569_SETTING: 0 = UNSPECIFIED SETTING
 DA0569_STAMPING: F 320 1952
 DA0569_MARK LOGO: CGS   
 DA0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0569+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0569
 DA0569  HISTORY     - Date     Condition        Report By
 DA0569  HISTORY     - 1952     MONUMENTED       CGS
 DA0569  HISTORY     - 1980     GOOD             NGS
 DA0569  HISTORY     - 1980     GOOD             NGS
 DA0569  HISTORY     - 20060128 GOOD             USPSQD
 DA0569  HISTORY     - 20060128 GOOD             USPSQD
 DA0569
 DA0569                          STATION DESCRIPTION
 DA0569
 DA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0569'12.5 MI W FROM GILA BEND.
 DA0569'12.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0569'WATER TANK AT GILA BEND, 107 FEET SOUTH OF THE CENTER LINE OF THE
 DA0569'HIGHWAY, 58.2 FEET SOUTH OF A FENCE, 39 FEET NORTH OF THE NORTH RAIL,
 DA0569'2.3 FEET EAST OF A WITNESS POST, AND 3 FEET WEST OF TELEPHONE POLE
 DA0569'45F.
 DA0569
 DA0569                          STATION RECOVERY (1980)
 DA0569
 DA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0569'20.1 KM (12.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0569'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0569'RAILROAD MILEPOLE 844, 0.4 KM (0.25 MI) NORTHEAST OF RAILROAD MILEPOLE
 DA0569'843, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 32.6
 DA0569'METERS (107 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0569'U.S. HIGHWAY 80).
 DA0569'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0569'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0569
 DA0569                          STATION RECOVERY (1980)
 DA0569
 DA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0569'20.1 KM (12.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0569'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0569'RAILROAD MILEPOLE 844, 0.4 KM (0.25 MI) NORTHEAST OF RAILROAD MILEPOLE
 DA0569'843, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 32.6
 DA0569'METERS (107 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0569'U.S. HIGHWAY 80).
 DA0569'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0569'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0569
 DA0569                          STATION RECOVERY (2006)
 DA0569
 DA0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0569'RECOVERED AS DESCRIBED.
 DA0569
 DA0569                          STATION RECOVERY (2006)
 DA0569
 DA0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0569'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0584 ***********************************************************************
 DA0584  DESIGNATION -  F 321
 DA0584  PID         -  DA0584
 DA0584  STATE/COUNTY-  AZ/MARICOPA
 DA0584  USGS QUAD   -  SMURR (1973)
 DA0584
 DA0584                         *CURRENT SURVEY CONTROL
 DA0584  ___________________________________________________________________
 DA0584* NAD 83(1986)-  32 54 14.     (N)    112 48 43.     (W)     SCALED    
 DA0584* NAVD 88     -       236.03   (+/-2cm)     774.4    (feet)  VERTCON   
 DA0584  ___________________________________________________________________
 DA0584  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0584
 DA0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0584
 DA0584.The horizontal coordinates were scaled from a topographic map and have
 DA0584.an estimated accuracy of +/- 6 seconds.
 DA0584
 DA0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0584.The vertical order pertains to the NGVD 29 superseded value.
 DA0584
 DA0584.The geoid height was determined by GEOID03.
 DA0584
 DA0584;                    North         East    Units  Estimated Accuracy
 DA0584;SPC AZ C     -   211,450.      129,610.      MT  (+/- 180 meters Scaled)
 DA0584
 DA0584                          SUPERSEDED SURVEY CONTROL
 DA0584
 DA0584  NGVD 29 (??/??/92)  235.450  (m)          772.47   (f) ADJ UNCH    1 2
 DA0584
 DA0584.Superseded values are not recommended for survey control.
 DA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0584.See file dsdata.txt to determine how the superseded data were derived.
 DA0584
 DA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB305420(NAD 83)
 DA0584_MARKER: DB = BENCH MARK DISK
 DA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0584_STAMPING: F 321 1952
 DA0584_MARK LOGO: CGS   
 DA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0584+STABILITY: SURFACE MOTION
 DA0584
 DA0584  HISTORY     - Date     Condition        Report By
 DA0584  HISTORY     - 1952     MONUMENTED       CGS
 DA0584  HISTORY     - 1980     GOOD             NGS
 DA0584  HISTORY     - 1980     GOOD             NGS
 DA0584
 DA0584                          STATION DESCRIPTION
 DA0584
 DA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0584'7.1 MI SW FROM GILA BEND.
 DA0584'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0584'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0584'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 1.6 MILES SOUTH
 DA0584'ALONG A GRADED ROAD, 73.4 FEET WEST OF THE ROAD, 1.8 FEET EAST OF A
 DA0584'WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0584'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0584
 DA0584                          STATION RECOVERY (1980)
 DA0584
 DA0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0584'RECOVERED IN GOOD CONDITION.
 DA0584
 DA0584                          STATION RECOVERY (1980)
 DA0584
 DA0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0842 ***********************************************************************
 DV0842  DESIGNATION -  F 322
 DV0842  PID         -  DV0842
 DV0842  STATE/COUNTY-  AZ/MARICOPA
 DV0842  USGS QUAD   -  HASSAYAMPA (1978)
 DV0842
 DV0842                         *CURRENT SURVEY CONTROL
 DV0842  ___________________________________________________________________
 DV0842* NAD 83(1986)-  33 22 06.     (N)    112 41 59.     (W)     SCALED    
 DV0842* NAVD 88     -       272.823  (meters)     895.09   (feet)  ADJUSTED  
 DV0842  ___________________________________________________________________
 DV0842  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV0842  DYNAMIC HT  -         272.509 (meters)     894.06  (feet)  COMP
 DV0842  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 DV0842
 DV0842  VERT ORDER  -  FIRST     CLASS II
 DV0842
 DV0842.The horizontal coordinates were scaled from a topographic map and have
 DV0842.an estimated accuracy of +/- 6 seconds.
 DV0842
 DV0842.The orthometric height was determined by differential leveling
 DV0842.and adjusted by the National Geodetic Survey in November 1993..
 DV0842
 DV0842.The geoid height was determined by GEOID03.
 DV0842
 DV0842.The dynamic height is computed by dividing the NAVD 88
 DV0842.geopotential number by the normal gravity value computed on the
 DV0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0842.degrees latitude (g = 980.6199 gals.).
 DV0842
 DV0842.The modeled gravity was interpolated from observed gravity values.
 DV0842
 DV0842;                    North         East    Units  Estimated Accuracy
 DV0842;SPC AZ C     -   262,870.      140,490.      MT  (+/- 180 meters Scaled)
 DV0842
 DV0842                          SUPERSEDED SURVEY CONTROL
 DV0842
 DV0842  NGVD 29 (??/??/92)  272.205  (m)          893.06   (f) ADJ UNCH    1 2
 DV0842
 DV0842.Superseded values are not recommended for survey control.
 DV0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0842.See file dsdata.txt to determine how the superseded data were derived.
 DV0842
 DV0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB418934(NAD 83)
 DV0842_MARKER: DB = BENCH MARK DISK
 DV0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0842_SP_SET: CONCRETE POST
 DV0842_STAMPING: F 322 1952
 DV0842_MARK LOGO: CGS   
 DV0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0842+STABILITY: SURFACE MOTION
 DV0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0842+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0842
 DV0842  HISTORY     - Date     Condition        Report By
 DV0842  HISTORY     - 1952     MONUMENTED       CGS
 DV0842  HISTORY     - 1960     GOOD             NGS
 DV0842  HISTORY     - 19920316 GOOD             NGS
 DV0842
 DV0842                          STATION DESCRIPTION
 DV0842
 DV0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0842'6.7 MI W FROM BUCKEYE.
 DV0842'6.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0842'STATION AT BUCKEYE, 136 FEET SOUTH OF AND ACROSS THE TRACK FROM
 DV0842'MILEPOST 869, 78 FEET SOUTH OF EAST BOUND SEMAPHORE 8690, 10 FEET
 DV0842'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, 1 FOOT WEST OF A
 DV0842'POWER POLE, ABOUT 3 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN THE
 DV0842'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0842
 DV0842                          STATION RECOVERY (1960)
 DV0842
 DV0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0842'RECOVERED IN GOOD CONDITION.
 DV0842
 DV0842                          STATION RECOVERY (1992)
 DV0842
 DV0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0842'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0842'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0842'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0842'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0842'SOUTHERLY ALONG WILSON AVENUE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG
 DV0842'THE SOUTHERN PACIFIC RAILROAD, 26.5 M (86.9 FT) SOUTH OF THE NEAR
 DV0842'RAIL, 16.8 M (55.1 FT) SOUTH OF RAILROAD MILE POST 869, 3.2 M (10.5
 DV0842'FT) NORTH OF AND LEVEL WITH THE CENTER OF A DIRT ROAD, 0.4 M (1.3 FT)
 DV0842'WEST OF A UTILITY POLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND
 DV0842'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1096 ***********************************************************************
 DA1096  DESIGNATION -  F 323
 DA1096  PID         -  DA1096
 DA1096  STATE/COUNTY-  AZ/YUMA
 DA1096  USGS QUAD   -  DATELAND (1982)
 DA1096
 DA1096                         *CURRENT SURVEY CONTROL
 DA1096  ___________________________________________________________________
 DA1096* NAD 83(1986)-  32 46 46.     (N)    113 35 03.     (W)     SCALED    
 DA1096* NAVD 88     -       125.216  (meters)     410.81   (feet)  ADJUSTED  
 DA1096  ___________________________________________________________________
 DA1096  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA1096  DYNAMIC HT  -         125.074 (meters)     410.35  (feet)  COMP
 DA1096  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 DA1096
 DA1096  VERT ORDER  -  FIRST     CLASS II
 DA1096
 DA1096.The horizontal coordinates were scaled from a topographic map and have
 DA1096.an estimated accuracy of +/- 6 seconds.
 DA1096
 DA1096.The orthometric height was determined by differential leveling
 DA1096.and adjusted by the National Geodetic Survey in June 1991..
 DA1096
 DA1096.The geoid height was determined by GEOID03.
 DA1096
 DA1096.The dynamic height is computed by dividing the NAVD 88
 DA1096.geopotential number by the normal gravity value computed on the
 DA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1096.degrees latitude (g = 980.6199 gals.).
 DA1096
 DA1096.The modeled gravity was interpolated from observed gravity values.
 DA1096
 DA1096;                    North         East    Units  Estimated Accuracy
 DA1096;SPC AZ W     -   197,310.      228,900.      MT  (+/- 180 meters Scaled)
 DA1096
 DA1096                          SUPERSEDED SURVEY CONTROL
 DA1096
 DA1096  NGVD 29 (??/??/92)  124.630  (m)          408.89   (f) ADJ UNCH    1 2
 DA1096
 DA1096.Superseded values are not recommended for survey control.
 DA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1096.See file dsdata.txt to determine how the superseded data were derived.
 DA1096
 DA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB579297(NAD 83)
 DA1096_MARKER: DB = BENCH MARK DISK
 DA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1096_STAMPING: F 323 1952
 DA1096_MARK LOGO: CGS   
 DA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1096+STABILITY: SURFACE MOTION
 DA1096
 DA1096  HISTORY     - Date     Condition        Report By
 DA1096  HISTORY     - 1952     MONUMENTED       CGS
 DA1096  HISTORY     - 1981     GOOD             NGS
 DA1096  HISTORY     - 1981     GOOD             NGS
 DA1096
 DA1096                          STATION DESCRIPTION
 DA1096
 DA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1096'8.3 MI SW FROM AZTEC.
 DA1096'8.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1096'THE WATER TANK AT AZTEC, 138 FEET WEST OF TWO SEMAPHORES EAST BOUND
 DA1096'NO. 8036, WEST BOUND NO. 8035, 107 FEET SOUTHEAST OF THE CENTER LINE
 DA1096'OF UNITED STATES HIGHWAY 80, 44.8 FEET NORTHWEST OF THE NORTH RAIL,
 DA1096'2.8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTHEAST OF A
 DA1096'WITNESS POST, ABOUT 2 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN
 DA1096'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA1096
 DA1096                          STATION RECOVERY (1981)
 DA1096
 DA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1096'RECOVERED IN GOOD CONDITION.
 DA1096
 DA1096                          STATION RECOVERY (1981)
 DA1096
 DA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0445 ***********************************************************************
 CY0445  DESIGNATION -  F 324
 CY0445  PID         -  CY0445
 CY0445  STATE/COUNTY-  AZ/COCHISE
 CY0445  USGS QUAD   -  LUZENA (1979)
 CY0445
 CY0445                         *CURRENT SURVEY CONTROL
 CY0445  ___________________________________________________________________
 CY0445* NAD 83(1986)-  32 21 09.     (N)    109 35 44.     (W)     SCALED    
 CY0445* NAVD 88     -      1210.46   (+/-2cm)    3971.3    (feet)  VERTCON   
 CY0445  ___________________________________________________________________
 CY0445  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0445
 CY0445  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0445
 CY0445.The horizontal coordinates were scaled from a topographic map and have
 CY0445.an estimated accuracy of +/- 6 seconds.
 CY0445
 CY0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0445.The vertical order pertains to the NGVD 29 superseded value.
 CY0445
 CY0445.The geoid height was determined by GEOID03.
 CY0445
 CY0445;                    North         East    Units  Estimated Accuracy
 CY0445;SPC AZ E     -   150,100.      267,110.      MT  (+/- 180 meters Scaled)
 CY0445
 CY0445                          SUPERSEDED SURVEY CONTROL
 CY0445
 CY0445  NGVD 29 (??/??/92) 1209.653  (m)         3968.67   (f) ADJ UNCH    1 2
 CY0445
 CY0445.Superseded values are not recommended for survey control.
 CY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0445.See file dsdata.txt to determine how the superseded data were derived.
 CY0445
 CY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA321803(NAD 83)
 CY0445_MARKER: DB = BENCH MARK DISK
 CY0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0445_SP_SET: BRIDGE
 CY0445_STAMPING: F 324 1952
 CY0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0445
 CY0445  HISTORY     - Date     Condition        Report By
 CY0445  HISTORY     - 1952     MONUMENTED       CGS
 CY0445
 CY0445                          STATION DESCRIPTION
 CY0445
 CY0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0445'6.6 MI W FROM BOWIE.
 CY0445'6.6 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0445'STATION AT BOWIE, 0.15 MILE WEST OF MILEPOLE NUMBER 1092, IN THE TOP
 CY0445'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER
 CY0445'1091.85, 5 3/4 RAILS EAST OF SEMAPHORE NUMBER 1091.8, 34 1/2 FEET
 CY0445'NORTHEAST OF A SECTION CAR SIDING, 34.0 FEET SOUTH OF POWER POLE
 CY0445'NUMBER 47G, 6.9 FEET NORTH OF THE NORTH RAIL, 1.9 FEET EAST OF THE
 CY0445'WEST EDGE OF A BRIDGE ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TOP
 CY0445'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0363 ***********************************************************************
 CY0363  DESIGNATION -  F 325
 CY0363  PID         -  CY0363
 CY0363  STATE/COUNTY-  AZ/COCHISE
 CY0363  USGS QUAD   -  COCHISE (1985)
 CY0363
 CY0363                         *CURRENT SURVEY CONTROL
 CY0363  ___________________________________________________________________
 CY0363* NAD 83(1986)-  32 05 30.     (N)    109 56 19.     (W)     SCALED    
 CY0363* NAVD 88     -      1308.42   (+/-2cm)    4292.7    (feet)  VERTCON   
 CY0363  ___________________________________________________________________
 CY0363  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0363
 CY0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0363
 CY0363.The horizontal coordinates were scaled from a topographic map and have
 CY0363.an estimated accuracy of +/- 6 seconds.
 CY0363
 CY0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0363.The vertical order pertains to the NGVD 29 superseded value.
 CY0363
 CY0363.The geoid height was determined by GEOID03.
 CY0363
 CY0363;                    North         East    Units  Estimated Accuracy
 CY0363;SPC AZ E     -   121,050.      234,890.      MT  (+/- 180 meters Scaled)
 CY0363
 CY0363                          SUPERSEDED SURVEY CONTROL
 CY0363
 CY0363  NGVD 29 (??/??/92) 1307.631  (m)         4290.12   (f) ADJ UNCH    1 2
 CY0363
 CY0363.Superseded values are not recommended for survey control.
 CY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0363.See file dsdata.txt to determine how the superseded data were derived.
 CY0363
 CY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA001510(NAD 83)
 CY0363_MARKER: DB = BENCH MARK DISK
 CY0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0363_STAMPING: F 325 1952
 CY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0363+STABILITY: SURFACE MOTION
 CY0363
 CY0363  HISTORY     - Date     Condition        Report By
 CY0363  HISTORY     - 1952     MONUMENTED       CGS
 CY0363
 CY0363                          STATION DESCRIPTION
 CY0363
 CY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0363'1.9 MI SW FROM COCHISE.
 CY0363'1.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0363'THE STATION AT COCHISE, AT MILEPOLE NUMBER 1062, 91.3 FEET NORTHWEST
 CY0363'OF THE NORTHWEST RAIL, 69.8 FEET WEST OF MILEPOLE NUMBER 1062, 36 1/2
 CY0363'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.9 FEET SOUTHEAST OF A
 CY0363'FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN
 CY0363'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CY0363'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0036 ***********************************************************************
 CG0036  DESIGNATION -  F 326
 CG0036  PID         -  CG0036
 CG0036  STATE/COUNTY-  AZ/COCHISE
 CG0036  USGS QUAD   -  SAINT DAVID (1973)
 CG0036
 CG0036                         *CURRENT SURVEY CONTROL
 CG0036  ___________________________________________________________________
 CG0036* NAD 83(1986)-  31 57 51.     (N)    110 09 39.     (W)     SCALED    
 CG0036* NAVD 88     -      1256.69   (+/-2cm)    4123.0    (feet)  VERTCON   
 CG0036  ___________________________________________________________________
 CG0036  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0036
 CG0036  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0036
 CG0036.The horizontal coordinates were scaled from a topographic map and have
 CG0036.an estimated accuracy of +/- 6 seconds.
 CG0036
 CG0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0036.The vertical order pertains to the NGVD 29 superseded value.
 CG0036
 CG0036.The geoid height was determined by GEOID03.
 CG0036
 CG0036;                    North         East    Units  Estimated Accuracy
 CG0036;SPC AZ E     -   106,890.      213,910.      MT  (+/- 180 meters Scaled)
 CG0036
 CG0036                          SUPERSEDED SURVEY CONTROL
 CG0036
 CG0036  NGVD 29 (??/??/92) 1255.846  (m)         4120.22   (f) ADJ UNCH    1 2
 CG0036
 CG0036.Superseded values are not recommended for survey control.
 CG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0036.See file dsdata.txt to determine how the superseded data were derived.
 CG0036
 CG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA792367(NAD 83)
 CG0036_MARKER: DB = BENCH MARK DISK
 CG0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0036_SP_SET: CULVERT
 CG0036_STAMPING: F 326 1952
 CG0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0036
 CG0036  HISTORY     - Date     Condition        Report By
 CG0036  HISTORY     - 1952     MONUMENTED       CGS
 CG0036
 CG0036                          STATION DESCRIPTION
 CG0036
 CG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0036'10.3 MI E FROM BENSON.
 CG0036'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0036'STATION AT BENSON, AT MILEPOLE 1043, IN TOP OF THE SOUTH END OF THE
 CG0036'EAST CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT, AT A POINT WHERE
 CG0036'THE TRACKROAD CROSSES A WASH, 2.1 MILES NORTHEAST OF SIBYL, 24.0 FEET
 CG0036'EAST OF THE EAST RAIL, 0.7 FOOT NORTH OF THE SOUTH END OF A CONCRETE
 CG0036'HEADWALL, AND ABOUT 9 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0201 ***********************************************************************
 DU0201  DESIGNATION -  F 327
 DU0201  PID         -  DU0201
 DU0201  STATE/COUNTY-  AZ/GRAHAM
 DU0201  USGS QUAD   -  CALVA (1989)
 DU0201
 DU0201                         *CURRENT SURVEY CONTROL
 DU0201  ___________________________________________________________________
 DU0201* NAD 83(1986)-  33 11 18.     (N)    110 10 56.     (W)     SCALED    
 DU0201* NAVD 88     -       786.753  (meters)    2581.21   (feet)  ADJUSTED  
 DU0201  ___________________________________________________________________
 DU0201  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0201  DYNAMIC HT  -         785.685 (meters)    2577.70  (feet)  COMP
 DU0201  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 DU0201
 DU0201  VERT ORDER  -  FIRST     CLASS II
 DU0201
 DU0201.The horizontal coordinates were scaled from a topographic map and have
 DU0201.an estimated accuracy of +/- 6 seconds.
 DU0201
 DU0201.The orthometric height was determined by differential leveling
 DU0201.and adjusted by the National Geodetic Survey in June 1991..
 DU0201
 DU0201.The geoid height was determined by GEOID03.
 DU0201
 DU0201.The dynamic height is computed by dividing the NAVD 88
 DU0201.geopotential number by the normal gravity value computed on the
 DU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0201.degrees latitude (g = 980.6199 gals.).
 DU0201
 DU0201.The modeled gravity was interpolated from observed gravity values.
 DU0201
 DU0201;                    North         East    Units  Estimated Accuracy
 DU0201;SPC AZ E     -   242,640.      211,910.      MT  (+/- 180 meters Scaled)
 DU0201
 DU0201                          SUPERSEDED SURVEY CONTROL
 DU0201
 DU0201  NGVD 29 (??/??/92)  786.177  (m)         2579.32   (f) ADJ UNCH    1 2
 DU0201
 DU0201.Superseded values are not recommended for survey control.
 DU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0201.See file dsdata.txt to determine how the superseded data were derived.
 DU0201
 DU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB762724(NAD 83)
 DU0201_MARKER: DB = BENCH MARK DISK
 DU0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0201_SP_SET: FOUNDATION
 DU0201_STAMPING: F 327 1952
 DU0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0201
 DU0201  HISTORY     - Date     Condition        Report By
 DU0201  HISTORY     - 1952     MONUMENTED       CGS
 DU0201  HISTORY     - 1979     GOOD             NGS
 DU0201
 DU0201                          STATION DESCRIPTION
 DU0201
 DU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0201'1.2 MI NE FROM CALVA.
 DU0201'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0201'COMPANY RAILROAD STATION AT CALVA, THENCE 0.7 MILE NORTHEAST ALONG THE
 DU0201'CALVA - ASH CREEK ROAD, AT A POINT WHERE THE ROAD CLIMBS OUT OF GILA
 DU0201'RIVER BED, IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING TWO STEEL
 DU0201'TOWERS OF A SUSPENSION TELEGRAPH LINE ACROSS GILA RIVER, 178 FEET
 DU0201'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF THE
 DU0201'SOUTHEAST TOWER, 1.1 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 DU0201'FOUNDATION, 6.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE FOUNDATION,
 DU0201'AND ABOUT LEVEL WITH THE ROAD.
 DU0201
 DU0201                          STATION RECOVERY (1979)
 DU0201
 DU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0201'ADD--THIS BENCH MARK CAN ALSO BE REACHED BY GOING 11.3 KILOMETERS
 DU0201'(7.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE
 DU0201'IN BYLAS, THENCE 0.8 KILOMETER (0.5 MILE) SOUTH ALONG A DIRT ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0389 ***********************************************************************
 ES0389  DESIGNATION -  F 329
 ES0389  PID         -  ES0389
 ES0389  STATE/COUNTY-  AZ/YAVAPAI
 ES0389  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0389
 ES0389                         *CURRENT SURVEY CONTROL
 ES0389  ___________________________________________________________________
 ES0389* NAD 83(1986)-  34 21 34.     (N)    111 40 42.     (W)     SCALED    
 ES0389* NAVD 88     -      1221.08   (+/-2cm)    4006.2    (feet)  VERTCON   
 ES0389  ___________________________________________________________________
 ES0389  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES0389
 ES0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0389
 ES0389.The horizontal coordinates were scaled from a topographic map and have
 ES0389.an estimated accuracy of +/- 6 seconds.
 ES0389
 ES0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0389.The vertical order pertains to the NGVD 29 superseded value.
 ES0389
 ES0389.The geoid height was determined by GEOID03.
 ES0389
 ES0389;                    North         East    Units  Estimated Accuracy
 ES0389;SPC AZ C     -   372,550.      235,280.      MT  (+/- 180 meters Scaled)
 ES0389
 ES0389                          SUPERSEDED SURVEY CONTROL
 ES0389
 ES0389  NGVD 29 (??/??/92) 1220.366  (m)         4003.82   (f) ADJ UNCH    2 0
 ES0389
 ES0389.Superseded values are not recommended for survey control.
 ES0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0389.See file dsdata.txt to determine how the superseded data were derived.
 ES0389
 ES0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD376022(NAD 83)
 ES0389_MARKER: DB = BENCH MARK DISK
 ES0389_SETTING: 66 = SET IN ROCK OUTCROP
 ES0389_SP_SET: ROCK OUTCROP
 ES0389_STAMPING: F 329 1952
 ES0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0389+STABILITY: POSITION/ELEVATION WELL
 ES0389
 ES0389  HISTORY     - Date     Condition        Report By
 ES0389  HISTORY     - 1952     MONUMENTED       CGS
 ES0389  HISTORY     - 20060222 GOOD             GEOCAC
 ES0389  HISTORY     - 20060222 GOOD             GEOCAC
 ES0389
 ES0389                          STATION DESCRIPTION
 ES0389
 ES0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0389'3.7 MI NE FROM VERDE HOT SPRINGS.
 ES0389'3.9 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0389'HOTEL, AT THE SUMMIT OF A HILL, IN THE TOP OF A 8-FOOT BY 6-FOOT BROWN
 ES0389'ROCK OUTCROP PROJECTING 3 1/2 FEET ABOVE THE GROUND, 83.5 FEET WEST OF
 ES0389'THE NORTHWEST ONE OF A DOUBLE POWER LINE POLE, 60 FEET SOUTH OF THE
 ES0389'CENTER LINE OF AND ABOUT 4 FEET HIGHER THAN THE ROAD, AND 30 FEET
 ES0389'NORTH OF A FENCE LINE.
 ES0389
 ES0389                          STATION RECOVERY (2006)
 ES0389
 ES0389'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0389'I HAVE PICTURES.
 ES0389
 ES0389                          STATION RECOVERY (2006)
 ES0389
 ES0389'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0389'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ES0389'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0138 ***********************************************************************
 GO0138  DESIGNATION -  F 33
 GO0138  PID         -  GO0138
 GO0138  STATE/COUNTY-  AZ/APACHE
 GO0138  USGS QUAD   -  CHINLE (1982)
 GO0138
 GO0138                         *CURRENT SURVEY CONTROL
 GO0138  ___________________________________________________________________
 GO0138* NAD 83(1986)-  36 07 37.     (N)    109 37 18.     (W)     SCALED    
 GO0138* NAVD 88     -      1693.765  (meters)    5556.96   (feet)  ADJUSTED  
 GO0138  ___________________________________________________________________
 GO0138  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GO0138  DYNAMIC HT  -        1691.620 (meters)    5549.92  (feet)  COMP
 GO0138  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 GO0138
 GO0138  VERT ORDER  -  FIRST     CLASS II
 GO0138
 GO0138.The horizontal coordinates were scaled from a topographic map and have
 GO0138.an estimated accuracy of +/- 6 seconds.
 GO0138
 GO0138.The orthometric height was determined by differential leveling
 GO0138.and adjusted by the National Geodetic Survey in June 1991..
 GO0138
 GO0138.The geoid height was determined by GEOID03.
 GO0138
 GO0138.The dynamic height is computed by dividing the NAVD 88
 GO0138.geopotential number by the normal gravity value computed on the
 GO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0138.degrees latitude (g = 980.6199 gals.).
 GO0138
 GO0138.The modeled gravity was interpolated from observed gravity values.
 GO0138
 GO0138;                    North         East    Units  Estimated Accuracy
 GO0138;SPC AZ E     -   568,740.      262,420.      MT  (+/- 180 meters Scaled)
 GO0138
 GO0138                          SUPERSEDED SURVEY CONTROL
 GO0138
 GO0138  NGVD 29 (??/??/92) 1692.878  (m)         5554.05   (f) ADJ UNCH    1 2
 GO0138
 GO0138.Superseded values are not recommended for survey control.
 GO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0138.See file dsdata.txt to determine how the superseded data were derived.
 GO0138
 GO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE240989(NAD 83)
 GO0138_MARKER: DB = BENCH MARK DISK
 GO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0138_STAMPING: F 33 1933
 GO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0138+STABILITY: SURFACE MOTION
 GO0138
 GO0138  HISTORY     - Date     Condition        Report By
 GO0138  HISTORY     - 1933     MONUMENTED       CGS
 GO0138  HISTORY     - 1934     GOOD             NGS
 GO0138
 GO0138                          STATION DESCRIPTION
 GO0138
 GO0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0138'4.8 MI SW FROM CHIN LEE.
 GO0138'ABOUT 4.8 MILES SOUTHWEST ALONG THE ROAD TO GANADO FROM THE POST
 GO0138'OFFICE AT CHIN LEE, APACHE COUNTY, ABOUT 1.7 MILES SOUTHWEST OF A
 GO0138'WOODEN BRIDGE OVER A WASH, ABOUT .1 MILE SOUTH OF THE JUNCTION OF AN
 GO0138'OLD ROAD, ABOUT 77 YARDS WEST OF THE CENTERLINE OF THE OLD ROAD, ABOUT
 GO0138'100 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD AND 6 INCHES
 GO0138'ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 33 1933 AND SET IN THE
 GO0138'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0396 ***********************************************************************
 ES0396  DESIGNATION -  F 330
 ES0396  PID         -  ES0396
 ES0396  STATE/COUNTY-  AZ/YAVAPAI
 ES0396  USGS QUAD   -  ARNOLD MESA (1967)
 ES0396
 ES0396                         *CURRENT SURVEY CONTROL
 ES0396  ___________________________________________________________________
 ES0396* NAD 83(1986)-  34 27 36.     (N)    111 58 43.     (W)     SCALED    
 ES0396* NAVD 88     -      1385.00   (+/-2cm)    4544.0    (feet)  VERTCON   
 ES0396  ___________________________________________________________________
 ES0396  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 ES0396
 ES0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0396
 ES0396.The horizontal coordinates were scaled from a topographic map and have
 ES0396.an estimated accuracy of +/- 6 seconds.
 ES0396
 ES0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0396.The vertical order pertains to the NGVD 29 superseded value.
 ES0396
 ES0396.The geoid height was determined by GEOID03.
 ES0396
 ES0396;                    North         East    Units  Estimated Accuracy
 ES0396;SPC AZ C     -   383,680.      207,670.      MT  (+/- 180 meters Scaled)
 ES0396
 ES0396                          SUPERSEDED SURVEY CONTROL
 ES0396
 ES0396  NGVD 29 (??/??/92) 1384.202  (m)         4541.34   (f) ADJ UNCH    2 0
 ES0396
 ES0396.Superseded values are not recommended for survey control.
 ES0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0396.See file dsdata.txt to determine how the superseded data were derived.
 ES0396
 ES0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD101135(NAD 83)
 ES0396_MARKER: DB = BENCH MARK DISK
 ES0396_SETTING: 80 = SET IN A BOULDER
 ES0396_SP_SET: BOULDER
 ES0396_STAMPING: F 330 1952
 ES0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0396+STABILITY: SURFACE MOTION
 ES0396
 ES0396  HISTORY     - Date     Condition        Report By
 ES0396  HISTORY     - 1952     MONUMENTED       CGS
 ES0396
 ES0396                          STATION DESCRIPTION
 ES0396
 ES0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0396'17.7 MI SE FROM CHERRY.
 ES0396'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0396'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILE SOUTH
 ES0396'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0396'TRACK ROAD, THENCE 2.4 MILES SOUTH ALONG A DIM ROCKY JEEP TRAIL ON THE
 ES0396'NORTHWEST BANK OF A ROCKY WASH, BETWEEN THE TRAIL AND WASH, ON TOP AND
 ES0396'NEAR THE NORTHEAST EDGE OF A 10-FOOT BY 5-FOOT EMBEDDED BOULDER
 ES0396'PROJECTING 2 1/2 FEET ABOVE THE GROUND, 0.7 MILE SOUTHWEST OF A DIRT
 ES0396'WATER SUPPLY TANK, ABOUT 175 YARDS NORTHEAST OF A POINT WHERE THE
 ES0396'TRAIL CROSSES THE WASH, 0.5 MILE NORTHEAST OF A WIRE CORRAL, 26 FEET
 ES0396'NORTHWEST OF THE CENTER OF THE WASH, 25 FEET SOUTHEAST OF THE CENTER
 ES0396'LINE OF THE TRAIL, 6 1/2 FEET SOUTHWEST OF A 30-INCH JUNIPER TREE AND
 ES0396'ABOUT 3 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0306 ***********************************************************************
 CY0306  DESIGNATION -  F 331
 CY0306  PID         -  CY0306
 CY0306  STATE/COUNTY-  AZ/COCHISE
 CY0306  USGS QUAD   -  SAN SIMON (1987)
 CY0306
 CY0306                         *CURRENT SURVEY CONTROL
 CY0306  ___________________________________________________________________
 CY0306* NAD 83(1986)-  32 16 54.     (N)    109 14 02.     (W)     SCALED    
 CY0306* NAVD 88     -      1097.57   (+/-2cm)    3600.9    (feet)  VERTCON   
 CY0306  ___________________________________________________________________
 CY0306  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0306
 CY0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0306
 CY0306.The horizontal coordinates were scaled from a topographic map and have
 CY0306.an estimated accuracy of +/- 6 seconds.
 CY0306
 CY0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0306.The vertical order pertains to the NGVD 29 superseded value.
 CY0306
 CY0306.The geoid height was determined by GEOID03.
 CY0306
 CY0306;                    North         East    Units  Estimated Accuracy
 CY0306;SPC AZ E     -   142,480.      301,220.      MT  (+/- 180 meters Scaled)
 CY0306
 CY0306                          SUPERSEDED SURVEY CONTROL
 CY0306
 CY0306  NGVD 29 (??/??/92) 1096.938  (m)         3598.87   (f) ADJ UNCH    1 2
 CY0306
 CY0306.Superseded values are not recommended for survey control.
 CY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0306.See file dsdata.txt to determine how the superseded data were derived.
 CY0306
 CY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA663730(NAD 83)
 CY0306_MARKER: DB = BENCH MARK DISK
 CY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0306_STAMPING: F 331 1953
 CY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0306+STABILITY: SURFACE MOTION
 CY0306
 CY0306  HISTORY     - Date     Condition        Report By
 CY0306  HISTORY     - 1953     MONUMENTED       CGS
 CY0306
 CY0306                          STATION DESCRIPTION
 CY0306
 CY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0306'1.0 MI NW FROM SAN SIMON.
 CY0306'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 CY0306'STATION AT SAN SIMON, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 CY0306'THENCE 0.5 MILE NORTHWEST ALONG A DIRT ROAD, 87 FEET SOUTHWEST OF THE
 CY0306'CENTER LINE OF THE NORTHWEST AND SOUTHEAST RUNWAY OF THE SAN SIMON
 CY0306'AIRPORT, 3.3 FEET NORTHEAST OF THE WIND SOCK, 3 FEET WEST OF A WITNESS
 CY0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CY0306'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0546 ***********************************************************************
 DA0546  DESIGNATION -  F 332
 DA0546  PID         -  DA0546
 DA0546  STATE/COUNTY-  AZ/MARICOPA
 DA0546  USGS QUAD   -  DEADMAN GAP (1986)
 DA0546
 DA0546                         *CURRENT SURVEY CONTROL
 DA0546  ___________________________________________________________________
 DA0546* NAD 83(1986)-  32 34 14.     (N)    112 51 01.     (W)     SCALED    
 DA0546* NAVD 88     -       371.015  (meters)    1217.24   (feet)  ADJUSTED  
 DA0546  ___________________________________________________________________
 DA0546  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0546  DYNAMIC HT  -         370.559 (meters)    1215.74  (feet)  COMP
 DA0546  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 DA0546
 DA0546  VERT ORDER  -  FIRST     CLASS II
 DA0546
 DA0546.The horizontal coordinates were scaled from a topographic map and have
 DA0546.an estimated accuracy of +/- 6 seconds.
 DA0546
 DA0546.The orthometric height was determined by differential leveling
 DA0546.and adjusted by the National Geodetic Survey in June 1991..
 DA0546
 DA0546.The geoid height was determined by GEOID03.
 DA0546
 DA0546.The dynamic height is computed by dividing the NAVD 88
 DA0546.geopotential number by the normal gravity value computed on the
 DA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0546.degrees latitude (g = 980.6199 gals.).
 DA0546
 DA0546.The modeled gravity was interpolated from observed gravity values.
 DA0546
 DA0546;                    North         East    Units  Estimated Accuracy
 DA0546;SPC AZ C     -   174,520.      125,700.      MT  (+/- 180 meters Scaled)
 DA0546
 DA0546                          SUPERSEDED SURVEY CONTROL
 DA0546
 DA0546  NGVD 29 (??/??/92)  370.372  (m)         1215.13   (f) ADJ UNCH    1 2
 DA0546
 DA0546.Superseded values are not recommended for survey control.
 DA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0546.See file dsdata.txt to determine how the superseded data were derived.
 DA0546
 DA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263051(NAD 83)
 DA0546_MARKER: DB = BENCH MARK DISK
 DA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0546_STAMPING: F 332 1953
 DA0546_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0546+STABILITY: SURFACE MOTION
 DA0546
 DA0546  HISTORY     - Date     Condition        Report By
 DA0546  HISTORY     - 1953     MONUMENTED       CGS
 DA0546  HISTORY     - 1980     GOOD             NGS
 DA0546
 DA0546                          STATION DESCRIPTION
 DA0546
 DA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0546'15.6 MI N FROM AJO.
 DA0546'15.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0546'FROM THE STATION AT AJO, 9 FEET SOUTH OF MILEPOLE 28, 99 1/2 FEET EAST
 DA0546'OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.6 FEET WEST OF THE
 DA0546'WEST RAIL, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 DA0546'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0546'FOOT ABOVE THE GROUND.
 DA0546
 DA0546                          STATION RECOVERY (1980)
 DA0546
 DA0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0546'25.4 KM (15.75 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0546'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.5 KM (0.3 MI)
 DA0546'NORTH OF RAILWAY BRIDGE NUMBER 282, AT RAILWAY MILEPOLE 28, SET IN
 DA0546'LINE WITH A ROW OF IRON TELEGRAPH POLES, 29.1 METERS (95.6 FT) WEST
 DA0546'OF THE WEST RAIL OF THE TRACKS, 29.3 METERS (96.0 FT) EAST OF THE
 DA0546'CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS, 2.7 METERS (9.0 FT)
 DA0546'EAST OF THE MILEPOST.
 DA0546'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0546'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0336 ***********************************************************************
 DA0336  DESIGNATION -  F 333
 DA0336  PID         -  DA0336
 DA0336  STATE/COUNTY-  AZ/PIMA
 DA0336  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0336
 DA0336                         *CURRENT SURVEY CONTROL
 DA0336  ___________________________________________________________________
 DA0336* NAD 83(1986)-  32 17 09.     (N)    112 44 50.     (W)     SCALED    
 DA0336* NAVD 88     -       538.621  (meters)    1767.13   (feet)  ADJUSTED  
 DA0336  ___________________________________________________________________
 DA0336  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0336  DYNAMIC HT  -         537.925 (meters)    1764.84  (feet)  COMP
 DA0336  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 DA0336
 DA0336  VERT ORDER  -  FIRST     CLASS II
 DA0336
 DA0336.The horizontal coordinates were scaled from a topographic map and have
 DA0336.an estimated accuracy of +/- 6 seconds.
 DA0336
 DA0336.The orthometric height was determined by differential leveling
 DA0336.and adjusted by the National Geodetic Survey in June 1991..
 DA0336
 DA0336.The geoid height was determined by GEOID03.
 DA0336
 DA0336.The dynamic height is computed by dividing the NAVD 88
 DA0336.geopotential number by the normal gravity value computed on the
 DA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0336.degrees latitude (g = 980.6199 gals.).
 DA0336
 DA0336.The modeled gravity was interpolated from observed gravity values.
 DA0336
 DA0336;                    North         East    Units  Estimated Accuracy
 DA0336;SPC AZ C     -   142,860.      135,130.      MT  (+/- 180 meters Scaled)
 DA0336
 DA0336                          SUPERSEDED SURVEY CONTROL
 DA0336
 DA0336  NGVD 29 (??/??/92)  537.896  (m)         1764.75   (f) ADJ UNCH    1 2
 DA0336
 DA0336.Superseded values are not recommended for survey control.
 DA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0336.See file dsdata.txt to determine how the superseded data were derived.
 DA0336
 DA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA354734(NAD 83)
 DA0336_MARKER: DB = BENCH MARK DISK
 DA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0336_STAMPING: F 333 1953
 DA0336_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0336+STABILITY: SURFACE MOTION
 DA0336
 DA0336  HISTORY     - Date     Condition        Report By
 DA0336  HISTORY     - 1953     MONUMENTED       CGS
 DA0336  HISTORY     - 1981     GOOD             NGS
 DA0336  HISTORY     - 19970305 GOOD             USPSQD
 DA0336  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0336
 DA0336                          STATION DESCRIPTION
 DA0336
 DA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0336'9.6 MI SE FROM AJO.
 DA0336'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0336'FROM THE STATION AT AJO, THENCE 9.45 MILES SOUTHEAST ALONG STATE
 DA0336'HIGHWAY 86, 0.1 MILE SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0336'HIGHWAY, ABOUT 100 YARDS NORTHWEST OF A DIP IN THE HIGHWAY, 44 FEET
 DA0336'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHEAST OF A
 DA0336'LONE BUSHY TREE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0336'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0336'FOOT ABOVE THE GROUND.
 DA0336
 DA0336                          STATION RECOVERY (1981)
 DA0336
 DA0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0336'2.1 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0336'STATE HIGHWAY 86 IN WHY, 0.5 KM (0.3 MI) NORTHWEST OF HIGHWAY MILEPOST
 DA0336'52, 0.2 KM (0.1 MI) SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY CURVE,
 DA0336'13.4 M (44.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0336'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0336'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0336
 DA0336                          STATION RECOVERY (1997)
 DA0336
 DA0336'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0336'RECOVERED IN GOOD CONDITION.
 DA0336
 DA0336                          STATION RECOVERY (1999)
 DA0336
 DA0336'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0370 ***********************************************************************
 CG0370  DESIGNATION -  F 334
 CG0370  PID         -  CG0370
 CG0370  STATE/COUNTY-  AZ/PIMA
 CG0370  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0370
 CG0370                         *CURRENT SURVEY CONTROL
 CG0370  ___________________________________________________________________
 CG0370* NAD 83(1986)-  31 45 11.     (N)    111 01 42.     (W)     SCALED    
 CG0370* NAVD 88     -       912.03   (+/-2cm)    2992.2    (feet)  VERTCON   
 CG0370  ___________________________________________________________________
 CG0370  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0370
 CG0370  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0370
 CG0370.The horizontal coordinates were scaled from a topographic map and have
 CG0370.an estimated accuracy of +/- 6 seconds.
 CG0370
 CG0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0370.The vertical order pertains to the NGVD 29 superseded value.
 CG0370
 CG0370.The geoid height was determined by GEOID03.
 CG0370
 CG0370;                    North         East    Units  Estimated Accuracy
 CG0370;SPC AZ C     -    83,830.      297,520.      MT  (+/- 180 meters Scaled)
 CG0370
 CG0370                          SUPERSEDED SURVEY CONTROL
 CG0370
 CG0370  NGVD 29 (??/??/92)  911.236  (m)         2989.61   (f) ADJ UNCH    1 2
 CG0370
 CG0370.Superseded values are not recommended for survey control.
 CG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0370.See file dsdata.txt to determine how the superseded data were derived.
 CG0370
 CG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA973130(NAD 83)
 CG0370_MARKER: DB = BENCH MARK DISK
 CG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0370_STAMPING: F 334 1953
 CG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0370+STABILITY: SURFACE MOTION
 CG0370
 CG0370  HISTORY     - Date     Condition        Report By
 CG0370  HISTORY     - 1953     MONUMENTED       CGS
 CG0370
 CG0370                          STATION DESCRIPTION
 CG0370
 CG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0370'3.5 MI N FROM AMADO.
 CG0370'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0370'WATER TANK AT AMADO, 6 TELEPHONE POLES NORTH OF MILEPOLE 1018, 88.0
 CG0370'FEET NORTHWEST OF THE NORTHWEST CORNER OF WOODEN BRIDGE 1017.79, 35.5
 CG0370'FEET WEST OF THE WEST RAIL, 12 1/2 FEET EAST OF THE CENTER LINE OF A
 CG0370'DIRT ROAD, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 CG0370'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CG0370'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0207 ***********************************************************************
 CG0207  DESIGNATION -  F 335
 CG0207  PID         -  CG0207
 CG0207  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0207  USGS QUAD   -  NOGALES (1981)
 CG0207
 CG0207                         *CURRENT SURVEY CONTROL
 CG0207  ___________________________________________________________________
 CG0207* NAD 83(1986)-  31 21 09.     (N)    110 55 36.     (W)     SCALED    
 CG0207* NAVD 88     -      1155.813  (meters)    3792.03   (feet)  ADJUSTED  
 CG0207  ___________________________________________________________________
 CG0207  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0207  DYNAMIC HT  -        1154.014 (meters)    3786.13  (feet)  COMP
 CG0207  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 CG0207
 CG0207  VERT ORDER  -  FIRST     CLASS II
 CG0207
 CG0207.The horizontal coordinates were scaled from a topographic map and have
 CG0207.an estimated accuracy of +/- 6 seconds.
 CG0207
 CG0207.The orthometric height was determined by differential leveling
 CG0207.and adjusted by the National Geodetic Survey in June 1991..
 CG0207
 CG0207.The geoid height was determined by GEOID03.
 CG0207
 CG0207.The dynamic height is computed by dividing the NAVD 88
 CG0207.geopotential number by the normal gravity value computed on the
 CG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0207.degrees latitude (g = 980.6199 gals.).
 CG0207
 CG0207.The modeled gravity was interpolated from observed gravity values.
 CG0207
 CG0207;                    North         East    Units  Estimated Accuracy
 CG0207;SPC AZ C     -    39,500.      307,550.      MT  (+/- 180 meters Scaled)
 CG0207
 CG0207                          SUPERSEDED SURVEY CONTROL
 CG0207
 CG0207  NGVD 29 (??/??/92) 1154.901  (m)         3789.04   (f) ADJ UNCH    1 2
 CG0207
 CG0207.Superseded values are not recommended for survey control.
 CG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0207.See file dsdata.txt to determine how the superseded data were derived.
 CG0207
 CG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV069686(NAD 83)
 CG0207_MARKER: DB = BENCH MARK DISK
 CG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0207_SP_SET: CURB
 CG0207_STAMPING: F 335 1954
 CG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0207
 CG0207  HISTORY     - Date     Condition        Report By
 CG0207  HISTORY     - 1954     MONUMENTED       CGS
 CG0207  HISTORY     - 1980     GOOD             NGS
 CG0207
 CG0207                          STATION DESCRIPTION
 CG0207
 CG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0207'1.6 MI N FROM NOGALES.
 CG0207'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0207'STATION AT NOGALES, AT THE CROSSING OF A PAVED ROAD, ABOUT 85 YARDS
 CG0207'NORTHWEST OF ARROWHEAD MOTEL, AT A CONCRETE BRIDGE OVER A LARGE
 CG0207'DRAINAGE DITCH, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CG0207'CONCRETE CURB, 81.3 FEET NORTHEAST OF THE NORTHEAST RAIL AT THE CENTER
 CG0207'OF THE CROSSING, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CG0207'1.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE CURB, AND ABOUT 1/2
 CG0207'FOOT HIGHER THAN THE HIGHWAY.
 CG0207
 CG0207                          STATION RECOVERY (1980)
 CG0207
 CG0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0207'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0207'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE BANKARD STREET
 CG0207'BRIDGE OVER NOGALES WASH, IN TOP OF AND 0.6 METER (2.0 FEET) EAST OF
 CG0207'THE WEST END OF THE SOUTH CONCRETE CURB, 24.7 METERS (81 FEET) EAST
 CG0207'OF THE EAST RAIL, 4.7 METERS (15.5 FEET) SOUTH OF THE CENTERLINE OF
 CG0207'THE STREET AND 0.3 METER (1.0 FOOT) ABOVE THE STREET.
 CG0207'THE MARK IS 0.2 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0475 ***********************************************************************
 DA0475  DESIGNATION -  F 336
 DA0475  PID         -  DA0475
 DA0475  STATE/COUNTY-  AZ/PIMA
 DA0475  USGS QUAD   -  BURRO GAP (1990)
 DA0475
 DA0475                         *CURRENT SURVEY CONTROL
 DA0475  ___________________________________________________________________
 DA0475* NAD 83(1986)-  32 23 25.     (N)    112 44 51.     (W)     SCALED    
 DA0475* NAVD 88     -       506.12   (+/-2cm)    1660.5    (feet)  VERTCON   
 DA0475  ___________________________________________________________________
 DA0475  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0475
 DA0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0475
 DA0475.The horizontal coordinates were scaled from a topographic map and have
 DA0475.an estimated accuracy of +/- 6 seconds.
 DA0475
 DA0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0475.The vertical order pertains to the NGVD 29 superseded value.
 DA0475
 DA0475.The geoid height was determined by GEOID03.
 DA0475
 DA0475;                    North         East    Units  Estimated Accuracy
 DA0475;SPC AZ C     -   154,440.      135,190.      MT  (+/- 180 meters Scaled)
 DA0475
 DA0475                          SUPERSEDED SURVEY CONTROL
 DA0475
 DA0475  NGVD 29 (??/??/92)  505.426  (m)         1658.22   (f) ADJ UNCH    2 0
 DA0475
 DA0475.Superseded values are not recommended for survey control.
 DA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0475.See file dsdata.txt to determine how the superseded data were derived.
 DA0475
 DA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA356850(NAD 83)
 DA0475_MARKER: DB = BENCH MARK DISK
 DA0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0475_SP_SET: 11 FT.
 DA0475_STAMPING: F 336 1961
 DA0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0475+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0475
 DA0475  HISTORY     - Date     Condition        Report By
 DA0475  HISTORY     - 1961     MONUMENTED       CGS
 DA0475  HISTORY     - 20060218 GOOD             USPSQD
 DA0475
 DA0475                          STATION DESCRIPTION
 DA0475
 DA0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0475'7.5 MI E FROM AJO.
 DA0475'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0475'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0475'STATE HIGHWAY 85.  THENCE 5.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0475'FOLLOWS A PIPE LINE.  3.7 MILES WEST OF A METAL WINDMILL, 85 FEET
 DA0475'SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A METAL
 DA0475'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A 5/8-INCH
 DA0475'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED
 DA0475'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 DA0475
 DA0475                          STATION RECOVERY (2006)
 DA0475
 DA0475'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0475'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0202 ***********************************************************************
 DA0202  DESIGNATION -  F 337
 DA0202  PID         -  DA0202
 DA0202  STATE/COUNTY-  AZ/PIMA
 DA0202  USGS QUAD   -  KAKA (1986)
 DA0202
 DA0202                         *CURRENT SURVEY CONTROL
 DA0202  ___________________________________________________________________
 DA0202* NAD 83(1986)-  32 30 36.     (N)    112 18 34.     (W)     SCALED    
 DA0202* NAVD 88     -       684.09   (+/-2cm)    2244.4    (feet)  VERTCON   
 DA0202  ___________________________________________________________________
 DA0202  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0202
 DA0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0202
 DA0202.The horizontal coordinates were scaled from a topographic map and have
 DA0202.an estimated accuracy of +/- 6 seconds.
 DA0202
 DA0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0202.The vertical order pertains to the NGVD 29 superseded value.
 DA0202
 DA0202.The geoid height was determined by GEOID03.
 DA0202
 DA0202;                    North         East    Units  Estimated Accuracy
 DA0202;SPC AZ C     -   167,480.      176,460.      MT  (+/- 180 meters Scaled)
 DA0202
 DA0202                          SUPERSEDED SURVEY CONTROL
 DA0202
 DA0202  NGVD 29 (??/??/92)  683.398  (m)         2242.11   (f) ADJ UNCH    2 0
 DA0202
 DA0202.Superseded values are not recommended for survey control.
 DA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0202.See file dsdata.txt to determine how the superseded data were derived.
 DA0202
 DA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA770977(NAD 83)
 DA0202_MARKER: DB = BENCH MARK DISK
 DA0202_SETTING: 80 = SET IN A BOULDER
 DA0202_SP_SET: BOULDER
 DA0202_STAMPING: F 337 1961
 DA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0202+STABILITY: SURFACE MOTION
 DA0202
 DA0202  HISTORY     - Date     Condition        Report By
 DA0202  HISTORY     - 1961     MONUMENTED       CGS
 DA0202
 DA0202                          STATION DESCRIPTION
 DA0202
 DA0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0202'5.7 MI NW FROM VENTANA.
 DA0202'5.7 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0202'VENTANA.  0.3 MILE EAST OF THE CHURCH AT KAKA, AN INDIAN VILLAGE. SET
 DA0202'IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 18 INCHES AND IS LOCATED
 DA0202'IN THE CENTER OF A GROUP OF BLACK BOULDERS, 62 FEET NORTH OF THE
 DA0202'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0461 ***********************************************************************
 DA0461  DESIGNATION -  F 338
 DA0461  PID         -  DA0461
 DA0461  STATE/COUNTY-  AZ/PIMA
 DA0461  USGS QUAD   -  GU VO (1990)
 DA0461
 DA0461                         *CURRENT SURVEY CONTROL
 DA0461  ___________________________________________________________________
 DA0461* NAD 83(1986)-  32 05 05.     (N)    112 36 10.     (W)     SCALED    
 DA0461* NAVD 88     -       680.28   (+/-2cm)    2231.9    (feet)  VERTCON   
 DA0461  ___________________________________________________________________
 DA0461  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0461
 DA0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0461
 DA0461.The horizontal coordinates were scaled from a topographic map and have
 DA0461.an estimated accuracy of +/- 6 seconds.
 DA0461
 DA0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0461.The vertical order pertains to the NGVD 29 superseded value.
 DA0461
 DA0461.The geoid height was determined by GEOID03.
 DA0461
 DA0461;                    North         East    Units  Estimated Accuracy
 DA0461;SPC AZ C     -   120,470.      148,590.      MT  (+/- 180 meters Scaled)
 DA0461
 DA0461                          SUPERSEDED SURVEY CONTROL
 DA0461
 DA0461  NGVD 29 (??/??/92)  679.528  (m)         2229.42   (f) ADJ UNCH    2 0
 DA0461
 DA0461.Superseded values are not recommended for survey control.
 DA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0461.See file dsdata.txt to determine how the superseded data were derived.
 DA0461
 DA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA487509(NAD 83)
 DA0461_MARKER: DB = BENCH MARK DISK
 DA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0461_STAMPING: F 338 1961
 DA0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0461+STABILITY: SURFACE MOTION
 DA0461
 DA0461  HISTORY     - Date     Condition        Report By
 DA0461  HISTORY     - 1961     MONUMENTED       CGS
 DA0461
 DA0461                          STATION DESCRIPTION
 DA0461
 DA0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0461'27.6 MI SE FROM AJO.
 DA0461'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0461'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0461'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0461'THENCE 11.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 73 FEET
 DA0461'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A
 DA0461'TELEPHONE POLE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DA0461'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0050 ***********************************************************************
 CH0050  DESIGNATION -  F 339
 CH0050  PID         -  CH0050
 CH0050  STATE/COUNTY-  AZ/PIMA
 CH0050  USGS QUAD   -  KUPK (1988)
 CH0050
 CH0050                         *CURRENT SURVEY CONTROL
 CH0050  ___________________________________________________________________
 CH0050* NAD 83(1986)-  31 58 02.     (N)    112 15 01.     (W)     SCALED    
 CH0050* NAVD 88     -       564.93   (+/-2cm)    1853.4    (feet)  VERTCON   
 CH0050  ___________________________________________________________________
 CH0050  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0050
 CH0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0050
 CH0050.The horizontal coordinates were scaled from a topographic map and have
 CH0050.an estimated accuracy of +/- 6 seconds.
 CH0050
 CH0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0050.The vertical order pertains to the NGVD 29 superseded value.
 CH0050
 CH0050.The geoid height was determined by GEOID03.
 CH0050
 CH0050;                    North         East    Units  Estimated Accuracy
 CH0050;SPC AZ C     -   107,280.      181,830.      MT  (+/- 180 meters Scaled)
 CH0050
 CH0050                          SUPERSEDED SURVEY CONTROL
 CH0050
 CH0050  NGVD 29 (??/??/92)  564.260  (m)         1851.24   (f) ADJ UNCH    2 0
 CH0050
 CH0050.Superseded values are not recommended for survey control.
 CH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0050.See file dsdata.txt to determine how the superseded data were derived.
 CH0050
 CH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA818374(NAD 83)
 CH0050_MARKER: DB = BENCH MARK DISK
 CH0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0050_SP_SET: 19 FT.
 CH0050_STAMPING: F 339 1961
 CH0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0050
 CH0050  HISTORY     - Date     Condition        Report By
 CH0050  HISTORY     - 1961     MONUMENTED       CGS
 CH0050
 CH0050                          STATION DESCRIPTION
 CH0050
 CH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0050'6.45 MI SE FROM PISINIMO.
 CH0050'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0050'PISINIMO, AN INDIAN VILLAGE.  THENCE 6.1 MILES SOUTHEAST ALONG A TRAIL
 CH0050'ROAD, 1.05 MILES SOUTHEAST OF A LONE WINDMILL, 81 FEET NORTHEAST OF
 CH0050'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 CH0050'ABOUT LEVEL WITH THE ROAD, AND ON A 5/8-INCH COPPER COATED ROD THAT IS
 CH0050'DRIVEN TO A DEPTH OF 19 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6
 CH0050'INCHES.  NOTE-- THIS MARK IS 0.6 MILE EAST-SOUTHEAST OF A 4X4-INCH
 CH0050'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0166 ***********************************************************************
 FP0166  DESIGNATION -  F 34
 FP0166  PID         -  FP0166
 FP0166  STATE/COUNTY-  AZ/APACHE
 FP0166  USGS QUAD   -  GANADO (1973)
 FP0166
 FP0166                         *CURRENT SURVEY CONTROL
 FP0166  ___________________________________________________________________
 FP0166* NAD 83(1986)-  35 42 36.     (N)    109 31 07.     (W)     SCALED    
 FP0166* NAVD 88     -      2022.870  (meters)    6636.70   (feet)  ADJUSTED  
 FP0166  ___________________________________________________________________
 FP0166  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FP0166  DYNAMIC HT  -        2020.102 (meters)    6627.62  (feet)  COMP
 FP0166  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 FP0166
 FP0166  VERT ORDER  -  FIRST     CLASS II
 FP0166
 FP0166.The horizontal coordinates were scaled from a topographic map and have
 FP0166.an estimated accuracy of +/- 6 seconds.
 FP0166
 FP0166.The orthometric height was determined by differential leveling
 FP0166.and adjusted by the National Geodetic Survey in June 1991..
 FP0166
 FP0166.The geoid height was determined by GEOID03.
 FP0166
 FP0166.The dynamic height is computed by dividing the NAVD 88
 FP0166.geopotential number by the normal gravity value computed on the
 FP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0166.degrees latitude (g = 980.6199 gals.).
 FP0166
 FP0166.The modeled gravity was interpolated from observed gravity values.
 FP0166
 FP0166;                    North         East    Units  Estimated Accuracy
 FP0166;SPC AZ E     -   522,530.      272,000.      MT  (+/- 180 meters Scaled)
 FP0166
 FP0166                          SUPERSEDED SURVEY CONTROL
 FP0166
 FP0166  NGVD 29 (??/??/92) 2021.903  (m)         6633.53   (f) ADJ UNCH    1 2
 FP0166
 FP0166.Superseded values are not recommended for survey control.
 FP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0166.See file dsdata.txt to determine how the superseded data were derived.
 FP0166
 FP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE340527(NAD 83)
 FP0166_MARKER: DB = BENCH MARK DISK
 FP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0166_STAMPING: 6633.527 F 34 1933
 FP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0166+STABILITY: SURFACE MOTION
 FP0166
 FP0166  HISTORY     - Date     Condition        Report By
 FP0166  HISTORY     - 1933     MONUMENTED       CGS
 FP0166  HISTORY     - 1973     GOOD             USGS
 FP0166
 FP0166                          STATION DESCRIPTION
 FP0166
 FP0166'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0166'2.5 MI SE FROM GALLUP.
 FP0166'2.5 MILES SOUTHEAST ALONG THE ROAD TO GALLUP FROM THE POST OFFICE AT
 FP0166'GANADO-- 0.1 MILES S. FROM THE P.O. AT GANADO TO INTERSECTION WITH
 FP0166'STATE HIGHWAY 264.  E. ALONG THE HIGHWAY TO AN INTERSECTION WITH ROAD
 FP0166'LEFT (S.).  185 FEET N.W. OF INTERSECTION.  55 FEET S. OF A HIGHWAY
 FP0166'RIGHT OF WAY TABLET.  47 FEET SW OF A TELEPHONE POLE AND 45 FEET N. OF
 FP0166'CENTERLINE OF HIGHWAY.  A STANDARD DISK, STAMPED 6633.527 F 34 1933
 FP0166'AND SET IN TOP OF CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND
 FP0166'AT THE EDGE OF THE HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0128 ***********************************************************************
 FR0128  DESIGNATION -  F 340
 FR0128  PID         -  FR0128
 FR0128  STATE/COUNTY-  AZ/COCONINO
 FR0128  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0128
 FR0128                         *CURRENT SURVEY CONTROL
 FR0128  ___________________________________________________________________
 FR0128* NAD 83(1986)-  35 13 17.     (N)    112 20 03.     (W)     SCALED    
 FR0128* NAVD 88     -      1920.412  (meters)    6300.55   (feet)  ADJUSTED  
 FR0128  ___________________________________________________________________
 FR0128  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FR0128  DYNAMIC HT  -        1917.749 (meters)    6291.81  (feet)  COMP
 FR0128  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 FR0128
 FR0128  VERT ORDER  -  SECOND    CLASS 0
 FR0128
 FR0128.The horizontal coordinates were scaled from a topographic map and have
 FR0128.an estimated accuracy of +/- 6 seconds.
 FR0128
 FR0128.The orthometric height was determined by differential leveling
 FR0128.and adjusted by the National Geodetic Survey in June 1991..
 FR0128
 FR0128.The geoid height was determined by GEOID03.
 FR0128
 FR0128.The dynamic height is computed by dividing the NAVD 88
 FR0128.geopotential number by the normal gravity value computed on the
 FR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0128.degrees latitude (g = 980.6199 gals.).
 FR0128
 FR0128.The modeled gravity was interpolated from observed gravity values.
 FR0128
 FR0128;                    North         East    Units  Estimated Accuracy
 FR0128;SPC AZ C     -   468,210.      175,350.      MT  (+/- 180 meters Scaled)
 FR0128
 FR0128                          SUPERSEDED SURVEY CONTROL
 FR0128
 FR0128  NGVD 29 (??/??/92) 1919.455  (m)         6297.41   (f) ADJ UNCH    2 0
 FR0128
 FR0128.Superseded values are not recommended for survey control.
 FR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0128.See file dsdata.txt to determine how the superseded data were derived.
 FR0128
 FR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD785984(NAD 83)
 FR0128_MARKER: DB = BENCH MARK DISK
 FR0128_SETTING: 66 = SET IN ROCK OUTCROP
 FR0128_SP_SET: ROCK OUTCROP
 FR0128_STAMPING: F 340 1958
 FR0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0128+STABILITY: POSITION/ELEVATION WELL
 FR0128
 FR0128  HISTORY     - Date     Condition        Report By
 FR0128  HISTORY     - 1958     MONUMENTED       CGS
 FR0128  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0128  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0128
 FR0128                          STATION DESCRIPTION
 FR0128
 FR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0128'8.6 MI W FROM WILLIAMS.
 FR0128'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 9.0 MILES WEST
 FR0128'ALONG U.S. HIGHWAYS 66 AND 89, 45 FEET NORTH OF THE HIGHWAY, 18 FEET
 FR0128'SOUTHEAST OF TELEPHONE POLE NUMBER 12635 THAT HAS A SURVEY MARKER
 FR0128'WITNESS POST SIGN NAILED TO IT, SET IN A DRILL HOLE IN A ROCK OUTCROP
 FR0128'THAT PROJECTS 1 FOOT.
 FR0128
 FR0128                          STATION RECOVERY (1974)
 FR0128
 FR0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0128'MARK NOT FOUND.
 FR0128
 FR0128                          STATION RECOVERY (1982)
 FR0128
 FR0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0128'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0007 ***********************************************************************
 CH0007  DESIGNATION -  F 340
 CH0007  PID         -  CH0007
 CH0007  STATE/COUNTY-  AZ/PIMA
 CH0007  USGS QUAD   -  BAILEY PEAK (1988)
 CH0007
 CH0007                         *CURRENT SURVEY CONTROL
 CH0007  ___________________________________________________________________
 CH0007* NAD 83(1986)-  31 48 06.     (N)    112 26 17.     (W)     SCALED    
 CH0007* NAVD 88     -       523.28   (+/-2cm)    1716.8    (feet)  VERTCON   
 CH0007  ___________________________________________________________________
 CH0007  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CH0007
 CH0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0007
 CH0007.The horizontal coordinates were scaled from a topographic map and have
 CH0007.an estimated accuracy of +/- 6 seconds.
 CH0007
 CH0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0007.The vertical order pertains to the NGVD 29 superseded value.
 CH0007
 CH0007.The geoid height was determined by GEOID03.
 CH0007
 CH0007;                    North         East    Units  Estimated Accuracy
 CH0007;SPC AZ C     -    89,000.      163,990.      MT  (+/- 180 meters Scaled)
 CH0007
 CH0007                          SUPERSEDED SURVEY CONTROL
 CH0007
 CH0007  NGVD 29 (??/??/92)  522.581  (m)         1714.50   (f) ADJ UNCH    2 0
 CH0007
 CH0007.Superseded values are not recommended for survey control.
 CH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0007.See file dsdata.txt to determine how the superseded data were derived.
 CH0007
 CH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA638193(NAD 83)
 CH0007_MARKER: DB = BENCH MARK DISK
 CH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0007_STAMPING: F 340 1961
 CH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0007+STABILITY: SURFACE MOTION
 CH0007
 CH0007  HISTORY     - Date     Condition        Report By
 CH0007  HISTORY     - 1961     MONUMENTED       CGS
 CH0007
 CH0007                          STATION DESCRIPTION
 CH0007
 CH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0007'8.75 MI E FROM MENAGERS.
 CH0007'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0007'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0007'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0007'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0007'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0007'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 5.75 MILES EAST
 CH0007'ALONG A TRAIL ROAD.  1.0 MILE EAST OF THE MORE WESTERLY OF TWO METAL
 CH0007'WINDMILLS, 0.3 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0007'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, 27 FEET NORTH OF THE CENTER
 CH0007'LINE OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0007'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0167 ***********************************************************************
 FR0167  DESIGNATION -  F 341
 FR0167  PID         -  FR0167
 FR0167  STATE/COUNTY-  AZ/COCONINO
 FR0167  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0167
 FR0167                         *CURRENT SURVEY CONTROL
 FR0167  ___________________________________________________________________
 FR0167* NAD 83(1986)-  35 15 36.     (N)    112 00 11.     (W)     SCALED    
 FR0167* NAVD 88     -      2165.608  (meters)    7105.00   (feet)  ADJUSTED  
 FR0167  ___________________________________________________________________
 FR0167  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FR0167  DYNAMIC HT  -        2162.514 (meters)    7094.85  (feet)  COMP
 FR0167  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 FR0167
 FR0167  VERT ORDER  -  FIRST     CLASS II
 FR0167
 FR0167.The horizontal coordinates were scaled from a topographic map and have
 FR0167.an estimated accuracy of +/- 6 seconds.
 FR0167
 FR0167.The orthometric height was determined by differential leveling
 FR0167.and adjusted by the National Geodetic Survey in June 1991..
 FR0167
 FR0167.The geoid height was determined by GEOID03.
 FR0167
 FR0167.The dynamic height is computed by dividing the NAVD 88
 FR0167.geopotential number by the normal gravity value computed on the
 FR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0167.degrees latitude (g = 980.6199 gals.).
 FR0167
 FR0167.The modeled gravity was interpolated from observed gravity values.
 FR0167
 FR0167;                    North         East    Units  Estimated Accuracy
 FR0167;SPC AZ C     -   472,420.      205,500.      MT  (+/- 180 meters Scaled)
 FR0167
 FR0167                          SUPERSEDED SURVEY CONTROL
 FR0167
 FR0167  NGVD 29 (??/??/92) 2164.576  (m)         7101.61   (f) ADJ UNCH    1 2
 FR0167
 FR0167.Superseded values are not recommended for survey control.
 FR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0167.See file dsdata.txt to determine how the superseded data were derived.
 FR0167
 FR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE087023(NAD 83)
 FR0167_MARKER: DB = BENCH MARK DISK
 FR0167_SETTING: 80 = SET IN A BOULDER
 FR0167_SP_SET: BOULDER
 FR0167_STAMPING: F 341 1958
 FR0167_MARK LOGO: CGS   
 FR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0167+STABILITY: SURFACE MOTION
 FR0167
 FR0167  HISTORY     - Date     Condition        Report By
 FR0167  HISTORY     - 1958     MONUMENTED       CGS
 FR0167  HISTORY     - 1958     GOOD             NGS
 FR0167  HISTORY     - 1982     GOOD             NGS
 FR0167
 FR0167                          STATION DESCRIPTION
 FR0167
 FR0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FR0167'10.3 MI E FROM WILLIAMS.
 FR0167'10.3 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0167'WILLIAMS, 0.3 MILES WEST OF MILEPOST 194, 67 FEET EAST OF A
 FR0167'NORTH-SOUTH GRAVELED ROAD, 20 FEET SOUTH OF THE FENCE, 1 1/2 FOOT
 FR0167'NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 FR0167'THAT PROJECTS 6 INCHES.
 FR0167
 FR0167                          STATION RECOVERY (1982)
 FR0167
 FR0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0167'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0167'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0167'ALONG INTERSTATE HIGHWAY 40, THENCE 4.8 KM (3.0 MI) EAST ALONG PARKS
 FR0167'ROAD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FOREST SERVICE
 FR0167'ROAD 76, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING 6-INCHES ABOVE THE
 FR0167'GROUND, 20.4 METERS (67 FT) EAST OF THE CENTER OF A CATTLE GUARD, 24.3
 FR0167'METERS (80 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 6.0 METERS (20 FT)
 FR0167'SOUTH OF A FENCE, 7.6 METERS (25 FT) SOUTHEAST OF A 18-INCH PINE TREE.
 FR0167'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FR0167'THE MARK IS 1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0018 ***********************************************************************
 CH0018  DESIGNATION -  F 341
 CH0018  PID         -  CH0018
 CH0018  STATE/COUNTY-  AZ/PIMA
 CH0018  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0018
 CH0018                         *CURRENT SURVEY CONTROL
 CH0018  ___________________________________________________________________
 CH0018* NAD 83(1986)-  31 47 39.     (N)    112 18 04.     (W)     SCALED    
 CH0018* NAVD 88     -       539.24   (+/-2cm)    1769.2    (feet)  VERTCON   
 CH0018  ___________________________________________________________________
 CH0018  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CH0018
 CH0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0018
 CH0018.The horizontal coordinates were scaled from a topographic map and have
 CH0018.an estimated accuracy of +/- 6 seconds.
 CH0018
 CH0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0018.The vertical order pertains to the NGVD 29 superseded value.
 CH0018
 CH0018.The geoid height was determined by GEOID03.
 CH0018
 CH0018;                    North         East    Units  Estimated Accuracy
 CH0018;SPC AZ C     -    88,110.      176,960.      MT  (+/- 180 meters Scaled)
 CH0018
 CH0018                          SUPERSEDED SURVEY CONTROL
 CH0018
 CH0018  NGVD 29 (??/??/92)  538.546  (m)         1766.88   (f) ADJ UNCH    2 0
 CH0018
 CH0018.Superseded values are not recommended for survey control.
 CH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0018.See file dsdata.txt to determine how the superseded data were derived.
 CH0018
 CH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA768183(NAD 83)
 CH0018_MARKER: DB = BENCH MARK DISK
 CH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0018_STAMPING: F 341 1961
 CH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0018+STABILITY: SURFACE MOTION
 CH0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0018+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 CH0018
 CH0018  HISTORY     - Date     Condition        Report By
 CH0018  HISTORY     - 1961     MONUMENTED       CGS
 CH0018  HISTORY     - 20020430 GOOD             INDIV
 CH0018
 CH0018                          STATION DESCRIPTION
 CH0018
 CH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0018'0.45 MI N FROM PAPAGO FARMS.
 CH0018'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0018'PAPAGO FARMS, 1.15 MILES SOUTH-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 CH0018'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 66, 0.55 MILE
 CH0018'WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 CH0018'AND IS NUMBERED 67, 0.3 MILE SOUTH OF A METAL WINDMILL AND A GROUP OF
 CH0018'ADOBE HUTS, 88 FEET NORTHEAST OF THE JUNCTION OF THE CENTER LINES OF
 CH0018'THE NORTH-SOUTH ROAD AND A GRADED DIRT ROAD LEADING EAST, 68 FEET EAST
 CH0018'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 53 FEET NORTH OF THE
 CH0018'CENTER LINE OF THE ROAD LEADING EAST, 20 FEET EAST OF A TELEPHONE
 CH0018'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET NORTH OF A METAL
 CH0018'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE
 CH0018'POST PROJECTING 6 INCHES.
 CH0018
 CH0018                          STATION RECOVERY (2002)
 CH0018
 CH0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0213 ***********************************************************************
 FQ0213  DESIGNATION -  F 342
 FQ0213  PID         -  FQ0213
 FQ0213  STATE/COUNTY-  AZ/COCONINO
 FQ0213  USGS QUAD   -  METEOR CRATER (1983)
 FQ0213
 FQ0213                         *CURRENT SURVEY CONTROL
 FQ0213  ___________________________________________________________________
 FQ0213* NAD 83(1986)-  35 07 01.     (N)    111 05 36.     (W)     SCALED    
 FQ0213* NAVD 88     -      1651.464  (meters)    5418.18   (feet)  ADJUSTED  
 FQ0213  ___________________________________________________________________
 FQ0213  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0213  DYNAMIC HT  -        1649.220 (meters)    5410.82  (feet)  COMP
 FQ0213  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 FQ0213
 FQ0213  VERT ORDER  -  SECOND    CLASS 0
 FQ0213
 FQ0213.The horizontal coordinates were scaled from a topographic map and have
 FQ0213.an estimated accuracy of +/- 6 seconds.
 FQ0213
 FQ0213.The orthometric height was determined by differential leveling
 FQ0213.and adjusted by the National Geodetic Survey in June 1991..
 FQ0213
 FQ0213.The geoid height was determined by GEOID03.
 FQ0213
 FQ0213.The dynamic height is computed by dividing the NAVD 88
 FQ0213.geopotential number by the normal gravity value computed on the
 FQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0213.degrees latitude (g = 980.6199 gals.).
 FQ0213
 FQ0213.The modeled gravity was interpolated from observed gravity values.
 FQ0213
 FQ0213;                    North         East    Units  Estimated Accuracy
 FQ0213;SPC AZ C     -   456,860.      288,410.      MT  (+/- 180 meters Scaled)
 FQ0213
 FQ0213                          SUPERSEDED SURVEY CONTROL
 FQ0213
 FQ0213  NGVD 29 (??/??/92) 1650.582  (m)         5415.28   (f) ADJ UNCH    2 0
 FQ0213
 FQ0213.Superseded values are not recommended for survey control.
 FQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0213.See file dsdata.txt to determine how the superseded data were derived.
 FQ0213
 FQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD914860(NAD 83)
 FQ0213_MARKER: DB = BENCH MARK DISK
 FQ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0213_SP_SET: CONCRETE BASE
 FQ0213_STAMPING: F 342 1958
 FQ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0213
 FQ0213  HISTORY     - Date     Condition        Report By
 FQ0213  HISTORY     - 1958     MONUMENTED       CGS
 FQ0213  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0213
 FQ0213                          STATION DESCRIPTION
 FQ0213
 FQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0213'24.0 MI W FROM WINSLOW.
 FQ0213'24.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0213'0.1 MILE EAST OF TWO GUNS SERVICE STATION, 161 FEET SOUTH OF THE
 FQ0213'FENCE, 105 FEET SOUTH OF A TELEPHONE POLE, 26 FEET NORTH OF A WITNESS
 FQ0213'POST, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE THAT WAS FOR THE
 FQ0213'GAS PUMPS OF AN OLD ABANDONED SERVICE STATION, IT IS 14 FEET BY 3 FEET
 FQ0213'AND PROJECTS 4 INCHES.
 FQ0213
 FQ0213                          STATION RECOVERY (1983)
 FQ0213
 FQ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0213'THE GAS PUMP BASE HAS BEEN DESTROYED AND THE MARK SHOULD BE CONSIDERED
 FQ0213'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0031 ***********************************************************************
 CH0031  DESIGNATION -  F 342
 CH0031  PID         -  CH0031
 CH0031  STATE/COUNTY-  AZ/PIMA
 CH0031  USGS QUAD   -  CHUKUT KUK (1988)
 CH0031
 CH0031                         *CURRENT SURVEY CONTROL
 CH0031  ___________________________________________________________________
 CH0031* NAD 83(1986)-  31 46 15.     (N)    112 06 28.     (W)     SCALED    
 CH0031* NAVD 88     -       615.60   (+/-2cm)    2019.7    (feet)  VERTCON   
 CH0031  ___________________________________________________________________
 CH0031  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0031
 CH0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0031
 CH0031.The horizontal coordinates were scaled from a topographic map and have
 CH0031.an estimated accuracy of +/- 6 seconds.
 CH0031
 CH0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0031.The vertical order pertains to the NGVD 29 superseded value.
 CH0031
 CH0031.The geoid height was determined by GEOID03.
 CH0031
 CH0031;                    North         East    Units  Estimated Accuracy
 CH0031;SPC AZ C     -    85,470.      195,260.      MT  (+/- 180 meters Scaled)
 CH0031
 CH0031                          SUPERSEDED SURVEY CONTROL
 CH0031
 CH0031  NGVD 29 (??/??/92)  614.906  (m)         2017.40   (f) ADJ UNCH    2 0
 CH0031
 CH0031.Superseded values are not recommended for survey control.
 CH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0031.See file dsdata.txt to determine how the superseded data were derived.
 CH0031
 CH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA951155(NAD 83)
 CH0031_MARKER: DB = BENCH MARK DISK
 CH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0031_STAMPING: F 342 1961
 CH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0031+STABILITY: SURFACE MOTION
 CH0031
 CH0031  HISTORY     - Date     Condition        Report By
 CH0031  HISTORY     - 1961     MONUMENTED       CGS
 CH0031
 CH0031                          STATION DESCRIPTION
 CH0031
 CH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0031'7.8 MI SE FROM KOTS KUG.
 CH0031'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0031'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0031'EAST ALONG A GRADED DIRT ROAD.  THENCE 4.95 MILES SOUTHEAST ALONG A
 CH0031'TRAIL ROAD, 3.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0031'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 0.45 MILE NORTHWEST OF
 CH0031'AN ADOBE HOUSE AND GROUP OF MESQUITE TREES AROUND A DIRT TANK, 10 FEET
 CH0031'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 CH0031'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0031'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0163 ***********************************************************************
 DV0163  DESIGNATION -  F 343
 DV0163  PID         -  DV0163
 DV0163  STATE/COUNTY-  AZ/MARICOPA
 DV0163  USGS QUAD   -  NEW RIVER (1981)
 DV0163
 DV0163                         *CURRENT SURVEY CONTROL
 DV0163  ___________________________________________________________________
 DV0163* NAD 83(1992)-  33 58 49.14859(N)    112 08 00.65906(W)     ADJUSTED  
 DV0163* NAVD 88     -       658.87   (+/-2cm)    2161.6    (feet)  VERTCON   
 DV0163  ___________________________________________________________________
 DV0163  X           -  -1,994,977.573 (meters)                     COMP
 DV0163  Y           -  -4,904,804.380 (meters)                     COMP
 DV0163  Z           -   3,544,988.884 (meters)                     COMP
 DV0163  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 DV0163  ELLIP HEIGHT-         630.45  (meters)          (06/11/02) GPS OBS
 DV0163  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DV0163
 DV0163  HORZ ORDER  -  FIRST
 DV0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0163  ELLP ORDER  -  THIRD     CLASS II
 DV0163
 DV0163.The horizontal coordinates were established by GPS observations
 DV0163.and adjusted by the National Geodetic Survey in November 1997..
 DV0163
 DV0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0163.The vertical order pertains to the NGVD 29 superseded value.
 DV0163
 DV0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0163
 DV0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0163
 DV0163.The ellipsoidal height was determined by GPS observations
 DV0163.and is referenced to NAD 83.
 DV0163
 DV0163.The geoid height was determined by GEOID03.
 DV0163
 DV0163;                    North         East     Units Scale Factor Converg.
 DV0163;SPC AZ C     -   330,492.206   193,323.750   MT  0.99990495   -0 07 16.3
 DV0163;SPC AZ C     - 1,084,292.01    634,264.27   iFT  0.99990495   -0 07 16.3
 DV0163;UTM  12      - 3,760,552.712   395,295.498   MT  0.99973514   -0 38 00.9
 DV0163
 DV0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0163!SPC AZ C     -   0.99990104  x   0.99990495  =   0.99980600
 DV0163!UTM  12      -   0.99990104  x   0.99973514  =   0.99963621
 DV0163
 DV0163                          SUPERSEDED SURVEY CONTROL
 DV0163
 DV0163  NGVD 29 (??/??/92)  658.255  (m)         2159.62   (f) ADJ UNCH    2 0
 DV0163
 DV0163.Superseded values are not recommended for survey control.
 DV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0163.See file dsdata.txt to determine how the superseded data were derived.
 DV0163
 DV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9529560553(NAD 83)
 DV0163_MARKER: DB = BENCH MARK DISK
 DV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0163_STAMPING: F 343 1958
 DV0163_MARK LOGO: CGS   
 DV0163_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0163+STABILITY: SURFACE MOTION
 DV0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0163+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1997
 DV0163
 DV0163  HISTORY     - Date     Condition        Report By
 DV0163  HISTORY     - 1958     MONUMENTED       CGS
 DV0163  HISTORY     - 1959     GOOD             NGS
 DV0163  HISTORY     - 19970124 GOOD             ATEAM
 DV0163
 DV0163                          STATION DESCRIPTION
 DV0163
 DV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0163'6.5 MI S FROM BLACK CANYON.
 DV0163'6.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0163'CANYON, 90 FEET SOUTHEAST OF MILEPOST NUMBER 237, 98 FEET EAST OF THE
 DV0163'CENTER OF THE HIGHWAY 4 FEET WEST OF THE FENCE, 3 FEET NORTH OF THE
 DV0163'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DV0163'PROJECTS 4 INCHES.
 DV0163
 DV0163                          STATION RECOVERY (1997)
 DV0163
 DV0163'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0163'RECOVERED AS DESCRIBED BY NGS OF 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0908 ***********************************************************************
 DA0908  DESIGNATION -  F 344
 DA0908  PID         -  DA0908
 DA0908  STATE/COUNTY-  AZ/PIMA
 DA0908  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0908
 DA0908                         *CURRENT SURVEY CONTROL
 DA0908  ___________________________________________________________________
 DA0908* NAD 83(1986)-  32 04 55.     (N)    113 15 11.     (W)     SCALED    
 DA0908* NAVD 88     -       338.00   (+/-2cm)    1108.9    (feet)  VERTCON   
 DA0908  ___________________________________________________________________
 DA0908  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DA0908
 DA0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0908
 DA0908.The horizontal coordinates were scaled from a topographic map and have
 DA0908.an estimated accuracy of +/- 6 seconds.
 DA0908
 DA0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0908.The vertical order pertains to the NGVD 29 superseded value.
 DA0908
 DA0908.The geoid height was determined by GEOID03.
 DA0908
 DA0908;                    North         East    Units  Estimated Accuracy
 DA0908;SPC AZ C     -   120,730.       87,200.      MT  (+/- 180 meters Scaled)
 DA0908
 DA0908                          SUPERSEDED SURVEY CONTROL
 DA0908
 DA0908  NGVD 29 (??/??/92)  337.311  (m)         1106.66   (f) ADJ UNCH    2 0
 DA0908
 DA0908.Superseded values are not recommended for survey control.
 DA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0908.See file dsdata.txt to determine how the superseded data were derived.
 DA0908
 DA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA873517(NAD 83)
 DA0908_MARKER: DB = BENCH MARK DISK
 DA0908_SETTING: 66 = SET IN ROCK OUTCROP
 DA0908_SP_SET: ROCK OUTCROP
 DA0908_STAMPING: F 344 1961
 DA0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0908+STABILITY: POSITION/ELEVATION WELL
 DA0908
 DA0908  HISTORY     - Date     Condition        Report By
 DA0908  HISTORY     - 1961     MONUMENTED       CGS
 DA0908  HISTORY     - 1962     GOOD             NGS
 DA0908  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0908
 DA0908                          STATION DESCRIPTION
 DA0908
 DA0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0908'39.8 MI SW FROM AJO.
 DA0908'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0908'RAILROAD FROM THE STATION AT AJO,.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0908'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0908'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0908'HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A TRAIL
 DA0908'ROAD.  THENCE 5.9 MILES SOUTHWEST ALONG A DIM TRAIL ROAD, 1.4 MILES
 DA0908'GENERAL EASTERLY DIRECTION OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0908'WHICH PROJECTS 16 FEET AND IS NUMBERED 32, AT THE CREST OF A ROCKY
 DA0908'PASS, 38 FEET NORTH OF THE CENTER LINE OF A VERY DIM ROCKY TRAIL.
 DA0908'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, EAST OF THE CENTER
 DA0908'LINE OF A VERY DIM TRAIL SKIRTING THE NORTHEAST SIDE OF A ROCKY HILL,
 DA0908'SET IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS 2 FEET ABOVE THE
 DA0908'GROUND.
 DA0908
 DA0908                          STATION RECOVERY (1988)
 DA0908
 DA0908'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0603 ***********************************************************************
 ES0603  DESIGNATION -  F 344
 ES0603  PID         -  ES0603
 ES0603  STATE/COUNTY-  AZ/YAVAPAI
 ES0603  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0603
 ES0603                         *CURRENT SURVEY CONTROL
 ES0603  ___________________________________________________________________
 ES0603* NAD 83(1986)-  34 31 36.     (N)    111 59 02.     (W)     SCALED    
 ES0603* NAVD 88     -      1398.42   (+/-2cm)    4588.0    (feet)  VERTCON   
 ES0603  ___________________________________________________________________
 ES0603  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ES0603
 ES0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0603
 ES0603.The horizontal coordinates were scaled from a topographic map and have
 ES0603.an estimated accuracy of +/- 6 seconds.
 ES0603
 ES0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0603.The vertical order pertains to the NGVD 29 superseded value.
 ES0603
 ES0603.The geoid height was determined by GEOID03.
 ES0603
 ES0603;                    North         East    Units  Estimated Accuracy
 ES0603;SPC AZ C     -   391,070.      207,190.      MT  (+/- 180 meters Scaled)
 ES0603
 ES0603                          SUPERSEDED SURVEY CONTROL
 ES0603
 ES0603  NGVD 29 (??/??/92) 1397.599  (m)         4585.29   (f) ADJ UNCH    2 0
 ES0603
 ES0603.Superseded values are not recommended for survey control.
 ES0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0603.See file dsdata.txt to determine how the superseded data were derived.
 ES0603
 ES0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD097209(NAD 83)
 ES0603_MARKER: DB = BENCH MARK DISK
 ES0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0603_STAMPING: F 344 1959
 ES0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0603+STABILITY: SURFACE MOTION
 ES0603
 ES0603  HISTORY     - Date     Condition        Report By
 ES0603  HISTORY     - 1959     MONUMENTED       CGS
 ES0603
 ES0603                          STATION DESCRIPTION
 ES0603
 ES0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0603'9.0 MI SW FROM CAMP VERDE.
 ES0603'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0603'OFFICE IN CAMP VERDE, THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0603'0.4 MILE NORTH OF MILEPOST 279, 99 FEET WEST OF THE CENTER OF THE
 ES0603'HIGHWAY, 1 FOOT EAST OF THE FENCE, 2 FEET SOUTH OF THE WITNESS POST,
 ES0603'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0883 ***********************************************************************
 DA0883  DESIGNATION -  F 345
 DA0883  PID         -  DA0883
 DA0883  STATE/COUNTY-  AZ/PIMA
 DA0883  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0883
 DA0883                         *CURRENT SURVEY CONTROL
 DA0883  ___________________________________________________________________
 DA0883* NAD 83(1986)-  32 12 47.     (N)    113 06 50.     (W)     SCALED    
 DA0883* NAVD 88     -       310.40   (+/-2cm)    1018.4    (feet)  VERTCON   
 DA0883  ___________________________________________________________________
 DA0883  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA0883
 DA0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0883
 DA0883.The horizontal coordinates were scaled from a topographic map and have
 DA0883.an estimated accuracy of +/- 6 seconds.
 DA0883
 DA0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0883.The vertical order pertains to the NGVD 29 superseded value.
 DA0883
 DA0883.The geoid height was determined by GEOID03.
 DA0883
 DA0883;                    North         East    Units  Estimated Accuracy
 DA0883;SPC AZ C     -   135,120.      100,500.      MT  (+/- 180 meters Scaled)
 DA0883
 DA0883                          SUPERSEDED SURVEY CONTROL
 DA0883
 DA0883  NGVD 29 (??/??/92)  309.720  (m)         1016.14   (f) ADJ UNCH    2 0
 DA0883
 DA0883.Superseded values are not recommended for survey control.
 DA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0883.See file dsdata.txt to determine how the superseded data were derived.
 DA0883
 DA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA007660(NAD 83)
 DA0883_MARKER: DB = BENCH MARK DISK
 DA0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0883_SP_SET: 24 FT.
 DA0883_STAMPING: F 345 1961
 DA0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0883
 DA0883  HISTORY     - Date     Condition        Report By
 DA0883  HISTORY     - 1961     MONUMENTED       CGS
 DA0883  HISTORY     - 1962     GOOD             NGS
 DA0883
 DA0883                          STATION DESCRIPTION
 DA0883
 DA0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0883'31.15 MI SW FROM AJO.
 DA0883'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0883'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0883'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0883'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0883'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0883'ALONG A TRAIL ROAD.  THENCE 7.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0883'1.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0883'PROJECTS 16 FEET AND IS NUMBERED 47, 2.0 MILES NORTHWEST OF A BOUNDARY
 DA0883'FENCE CORNER OF THE CABEZA PRIETA GAME REFUGE, 50 FEET SOUTHWEST OF
 DA0883'THE CENTER LINE OF THE TRAIL ROAD, 1.3 FEET SOUTHWEST OF A METAL
 DA0883'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, CLAMPED ON THE
 DA0883'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24
 DA0883'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0346 ***********************************************************************
 FQ0346  DESIGNATION -  F 345
 FQ0346  PID         -  FQ0346
 FQ0346  STATE/COUNTY-  AZ/COCONINO
 FQ0346  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0346
 FQ0346                         *CURRENT SURVEY CONTROL
 FQ0346  ___________________________________________________________________
 FQ0346* NAD 83(1986)-  35 01 07.     (N)    111 41 05.     (W)     SCALED    
 FQ0346* NAVD 88     -      2054.601  (meters)    6740.80   (feet)  ADJUSTED  
 FQ0346  ___________________________________________________________________
 FQ0346  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0346  DYNAMIC HT  -        2051.689 (meters)    6731.25  (feet)  COMP
 FQ0346  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 FQ0346
 FQ0346  VERT ORDER  -  SECOND    CLASS 0
 FQ0346
 FQ0346.The horizontal coordinates were scaled from a topographic map and have
 FQ0346.an estimated accuracy of +/- 6 seconds.
 FQ0346
 FQ0346.The orthometric height was determined by differential leveling
 FQ0346.and adjusted by the National Geodetic Survey in June 1991..
 FQ0346
 FQ0346.The geoid height was determined by GEOID03.
 FQ0346
 FQ0346.The dynamic height is computed by dividing the NAVD 88
 FQ0346.geopotential number by the normal gravity value computed on the
 FQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0346.degrees latitude (g = 980.6199 gals.).
 FQ0346
 FQ0346.The modeled gravity was interpolated from observed gravity values.
 FQ0346
 FQ0346;                    North         East    Units  Estimated Accuracy
 FQ0346;SPC AZ C     -   445,660.      234,530.      MT  (+/- 180 meters Scaled)
 FQ0346
 FQ0346                          SUPERSEDED SURVEY CONTROL
 FQ0346
 FQ0346  NGVD 29 (??/??/92) 2053.608  (m)         6737.55   (f) ADJ UNCH    2 0
 FQ0346
 FQ0346.Superseded values are not recommended for survey control.
 FQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0346.See file dsdata.txt to determine how the superseded data were derived.
 FQ0346
 FQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375753(NAD 83)
 FQ0346_MARKER: DB = BENCH MARK DISK
 FQ0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0346_SP_SET: ABUTMENT
 FQ0346_STAMPING: F 345 1959
 FQ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0346
 FQ0346  HISTORY     - Date     Condition        Report By
 FQ0346  HISTORY     - 1959     MONUMENTED       CGS
 FQ0346
 FQ0346                          STATION DESCRIPTION
 FQ0346
 FQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0346'12.0 MI S FROM FLAGSTAFF.
 FQ0346'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0346'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0346'THENCE 11.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 21 FEET EAST OF
 FQ0346'THE CENTER OF THE SOUTH-BOUND LANE, 1 FOOT EAST OF THE EAST HEADWALL,
 FQ0346'CEMENTED IN THE NORTH ABUTMENT OF A LARGE CONCRETE BRIDGE THAT IS A
 FQ0346'OVERPASS FOR A ROAD LEADING TO A RANCH HOUSE, 7 INCHES SOUTH OF THE
 FQ0346'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1013 ***********************************************************************
 DA1013  DESIGNATION -  F 346
 DA1013  PID         -  DA1013
 DA1013  STATE/COUNTY-  AZ/YUMA
 DA1013  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1013
 DA1013                         *CURRENT SURVEY CONTROL
 DA1013  ___________________________________________________________________
 DA1013* NAD 83(1986)-  32 05 34.     (N)    113 30 16.     (W)     SCALED    
 DA1013* NAVD 88     -       242.16   (+/-2cm)     794.5    (feet)  VERTCON   
 DA1013  ___________________________________________________________________
 DA1013  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1013
 DA1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1013
 DA1013.The horizontal coordinates were scaled from a topographic map and have
 DA1013.an estimated accuracy of +/- 6 seconds.
 DA1013
 DA1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1013.The vertical order pertains to the NGVD 29 superseded value.
 DA1013
 DA1013.The geoid height was determined by GEOID03.
 DA1013
 DA1013;                    North         East    Units  Estimated Accuracy
 DA1013;SPC AZ W     -   121,180.      236,540.      MT  (+/- 180 meters Scaled)
 DA1013
 DA1013                          SUPERSEDED SURVEY CONTROL
 DA1013
 DA1013  NGVD 29 (??/??/92)  241.480  (m)          792.26   (f) ADJ UNCH    2 0
 DA1013
 DA1013.Superseded values are not recommended for survey control.
 DA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1013.See file dsdata.txt to determine how the superseded data were derived.
 DA1013
 DA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA636534(NAD 83)
 DA1013_MARKER: DB = BENCH MARK DISK
 DA1013_SETTING: 66 = SET IN ROCK OUTCROP
 DA1013_SP_SET: LAVA ROCK
 DA1013_STAMPING: F 346 1961
 DA1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1013+STABILITY: POSITION/ELEVATION WELL
 DA1013
 DA1013  HISTORY     - Date     Condition        Report By
 DA1013  HISTORY     - 1961     MONUMENTED       CGS
 DA1013  HISTORY     - 1962     GOOD             NGS
 DA1013
 DA1013                          STATION DESCRIPTION
 DA1013
 DA1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1013'18.7 MI SE FROM TULE WELL.
 DA1013'ABOUT 18.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1013'COMMISSION SHELTER AT TULE WELL.  6.5 MILES SOUTHEAST OF A 4X4-INCH
 DA1013'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1013'0.6 MILE EAST OF BORDER MONUMENT 181, SET IN THE TOP OF A FLAT LAVA
 DA1013'ROCK WHICH IS FLUSH WITH THE GROUND, 20 FEET SOUTH OF THE CENTER LINE
 DA1013'OF THE ROAD, 120 FEET NORTH OF THE UNITED STATES-MEXICO BORDER FENCE,
 DA1013'108 FEET NORTH OF THE CENTER LINE OF ANOTHER TRAIL ROAD, 1 1/2 FEET
 DA1013'NORTH OF A CAIRN, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1001 ***********************************************************************
 DA1001  DESIGNATION -  F 347
 DA1001  PID         -  DA1001
 DA1001  STATE/COUNTY-  AZ/YUMA
 DA1001  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1001
 DA1001                         *CURRENT SURVEY CONTROL
 DA1001  ___________________________________________________________________
 DA1001* NAD 83(1986)-  32 09 08.     (N)    113 40 30.     (W)     SCALED    
 DA1001* NAVD 88     -       324.81   (+/-2cm)    1065.6    (feet)  VERTCON   
 DA1001  ___________________________________________________________________
 DA1001  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1001
 DA1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1001
 DA1001.The horizontal coordinates were scaled from a topographic map and have
 DA1001.an estimated accuracy of +/- 6 seconds.
 DA1001
 DA1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1001.The vertical order pertains to the NGVD 29 superseded value.
 DA1001
 DA1001.The geoid height was determined by GEOID03.
 DA1001
 DA1001;                    North         East    Units  Estimated Accuracy
 DA1001;SPC AZ W     -   127,750.      220,440.      MT  (+/- 180 meters Scaled)
 DA1001
 DA1001                          SUPERSEDED SURVEY CONTROL
 DA1001
 DA1001  NGVD 29 (??/??/92)  324.120  (m)         1063.38   (f) ADJ UNCH    2 0
 DA1001
 DA1001.Superseded values are not recommended for survey control.
 DA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1001.See file dsdata.txt to determine how the superseded data were derived.
 DA1001
 DA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA477604(NAD 83)
 DA1001_MARKER: DB = BENCH MARK DISK
 DA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1001_STAMPING: F 347 1961
 DA1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1001+STABILITY: SURFACE MOTION
 DA1001
 DA1001  HISTORY     - Date     Condition        Report By
 DA1001  HISTORY     - 1961     MONUMENTED       CGS
 DA1001  HISTORY     - 1962     GOOD             NGS
 DA1001
 DA1001                          STATION DESCRIPTION
 DA1001
 DA1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1001'7.05 MI SE FROM TULE WELL.
 DA1001'ABOUT 7.05 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1001'COMMISSION SHELTER AT TULE WELL.  5.2 MILES NORTHWEST OF A 4X4-INCH
 DA1001'WHITE WOODEN REFERENCE POST WHICH  PROJECTS 16 FEET AND IS NUMBERED
 DA1001'29, 1.1 MILES NORTHWEST OF A CURVE IN THE ROAD, 18 FEET SOUTHWEST OF
 DA1001'THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 DA1001'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1001'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0219 ***********************************************************************
 FP0219  DESIGNATION -  F 347
 FP0219  PID         -  FP0219
 FP0219  STATE/COUNTY-  AZ/APACHE
 FP0219  USGS QUAD   -  SANDERS (1971)
 FP0219
 FP0219                         *CURRENT SURVEY CONTROL
 FP0219  ___________________________________________________________________
 FP0219* NAD 83(1986)-  35 12 53.     (N)    109 19 57.     (W)     SCALED    
 FP0219* NAVD 88     -      1788.492  (meters)    5867.74   (feet)  ADJUSTED  
 FP0219  ___________________________________________________________________
 FP0219  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 FP0219  DYNAMIC HT  -        1786.012 (meters)    5859.61  (feet)  COMP
 FP0219  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 FP0219
 FP0219  VERT ORDER  -  FIRST     CLASS II
 FP0219
 FP0219.The horizontal coordinates were scaled from a topographic map and have
 FP0219.an estimated accuracy of +/- 6 seconds.
 FP0219
 FP0219.The orthometric height was determined by differential leveling
 FP0219.and adjusted by the National Geodetic Survey in June 1991..
 FP0219.WARNING-Repeat measurements at this control monument indicate possible
 FP0219.vertical movement.
 FP0219
 FP0219.The geoid height was determined by GEOID03.
 FP0219
 FP0219.The dynamic height is computed by dividing the NAVD 88
 FP0219.geopotential number by the normal gravity value computed on the
 FP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0219.degrees latitude (g = 980.6199 gals.).
 FP0219
 FP0219.The modeled gravity was interpolated from observed gravity values.
 FP0219
 FP0219;                    North         East    Units  Estimated Accuracy
 FP0219;SPC AZ E     -   467,710.      289,300.      MT  (+/- 180 meters Scaled)
 FP0219
 FP0219                          SUPERSEDED SURVEY CONTROL
 FP0219
 FP0219  NGVD 29 (??/??/92) 1787.580  (m)         5864.75   (f) ADJ UNCH    1 2
 FP0219
 FP0219.Superseded values are not recommended for survey control.
 FP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0219.See file dsdata.txt to determine how the superseded data were derived.
 FP0219
 FP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD517981(NAD 83)
 FP0219_MARKER: DB = BENCH MARK DISK
 FP0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0219_SP_SET: ABUTMENT
 FP0219_STAMPING: F 347
 FP0219_MARK LOGO: CGS   
 FP0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0219
 FP0219  HISTORY     - Date     Condition        Report By
 FP0219  HISTORY     - UNK      MONUMENTED       CGS
 FP0219  HISTORY     - 1959     GOOD             NGS
 FP0219  HISTORY     - 1983     GOOD             NGS
 FP0219
 FP0219                          STATION DESCRIPTION
 FP0219
 FP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0219'0.1 MI SE FROM SANDERS.
 FP0219'ABOUT 0.1 MILE SOUTHEAST OF THE POST OFFICE AT SANDERS, 13 FEET EAST
 FP0219'OF THE CENTER OF U.S. HIGHWAY 666, CEMENTED IN A DRILL HOLE 1.5 FEET
 FP0219'SOUTH OF THE NORTH END OF THE NORTHWEST ABUTMENT OF THE OVERPASS OVER
 FP0219'THE RAILROAD TRACKS.
 FP0219
 FP0219                          STATION RECOVERY (1983)
 FP0219
 FP0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0219'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SANDERS, AT
 FP0219'THE INTERSECTION OF U. S. HIGHWAY 666 AND THE SANTA FE RAILROAD, IN
 FP0219'TOP OF THE NORTH END OF THE WEST CURB OF THE HIGHWAY OVERPASS OF THE
 FP0219'RAILROAD, 3.4 METERS (11.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FP0219'HIGHWAY AND 0.5 METER (1.6 FT) SOUTH OF THE NORTH END OF THE CURB.
 FP0219'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0015 ***********************************************************************
 DB0015  DESIGNATION -  F 348
 DB0015  PID         -  DB0015
 DB0015  STATE/COUNTY-  AZ/YUMA
 DB0015  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0015
 DB0015                         *CURRENT SURVEY CONTROL
 DB0015  ___________________________________________________________________
 DB0015* NAD 83(1986)-  32 19 49.     (N)    114 06 31.     (W)     SCALED    
 DB0015* NAVD 88     -       300.95   (+/-2cm)     987.4    (feet)  VERTCON   
 DB0015  ___________________________________________________________________
 DB0015  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0015
 DB0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0015
 DB0015.The horizontal coordinates were scaled from a topographic map and have
 DB0015.an estimated accuracy of +/- 6 seconds.
 DB0015
 DB0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0015.The vertical order pertains to the NGVD 29 superseded value.
 DB0015
 DB0015.The geoid height was determined by GEOID03.
 DB0015
 DB0015;                    North         East    Units  Estimated Accuracy
 DB0015;SPC AZ W     -   147,550.      179,600.      MT  (+/- 180 meters Scaled)
 DB0015
 DB0015                          SUPERSEDED SURVEY CONTROL
 DB0015
 DB0015  NGVD 29 (??/??/??)  300.260  (m)          985.10   (f) ADJUSTED    2 0
 DB0015
 DB0015.Superseded values are not recommended for survey control.
 DB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0015.See file dsdata.txt to determine how the superseded data were derived.
 DB0015
 DB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR721807(NAD 83)
 DB0015_MARKER: DB = BENCH MARK DISK
 DB0015_SETTING: 66 = SET IN ROCK OUTCROP
 DB0015_SP_SET: ROCK OUTCROP
 DB0015_STAMPING: F 348 1962
 DB0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0015+STABILITY: POSITION/ELEVATION WELL
 DB0015
 DB0015  HISTORY     - Date     Condition        Report By
 DB0015  HISTORY     - 1962     MONUMENTED       CGS
 DB0015
 DB0015                          STATION DESCRIPTION
 DB0015
 DB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0015'40 MI SSW FROM LIGURTA.
 DB0015'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0015'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0015'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0015'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0015'A WASH, THENCE 20.95 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.45
 DB0015'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0015'PROJECTS 16 FEET AND IS NUMBERED 14, ABOUT 0.4 MILE NORTHEAST
 DB0015'OF THE NORTHWEST END OF A LONE RANGE OF SMALL MOUNTAINS WHICH
 DB0015'ARE ON THE SOUTHWEST SIDE OF THE TRAIL ROAD, 89 FEET NORTHEAST
 DB0015'OF THE CENTER LINE OF THE TRAIL ROAD, 36 FEET NORTHEAST OF A
 DB0015'METAL WITNESS POST, AT THE SOUTHWEST END OF A SHARP ROCKY
 DB0015'PROJECTION OF THE TINAJAS MOUNTAINS, ABOUT 4 FEET ABOVE THE LEVEL
 DB0015'OF THE TRAIL ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0015'PROJECTING 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0943 ***********************************************************************
 DA0943  DESIGNATION -  F 349
 DA0943  PID         -  DA0943
 DA0943  STATE/COUNTY-  AZ/YUMA
 DA0943  USGS QUAD   -  COYOTE WATER (1990)
 DA0943
 DA0943                         *CURRENT SURVEY CONTROL
 DA0943  ___________________________________________________________________
 DA0943* NAD 83(1986)-  32 20 52.     (N)    113 54 56.     (W)     SCALED    
 DA0943* NAVD 88     -       359.03   (+/-2cm)    1177.9    (feet)  VERTCON   
 DA0943  ___________________________________________________________________
 DA0943  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DA0943
 DA0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0943
 DA0943.The horizontal coordinates were scaled from a topographic map and have
 DA0943.an estimated accuracy of +/- 6 seconds.
 DA0943
 DA0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0943.The vertical order pertains to the NGVD 29 superseded value.
 DA0943
 DA0943.The geoid height was determined by GEOID03.
 DA0943
 DA0943;                    North         East    Units  Estimated Accuracy
 DA0943;SPC AZ W     -   149,450.      197,780.      MT  (+/- 180 meters Scaled)
 DA0943
 DA0943                          SUPERSEDED SURVEY CONTROL
 DA0943
 DA0943  NGVD 29 (??/??/92)  358.326  (m)         1175.61   (f) ADJ UNCH    2 0
 DA0943
 DA0943.Superseded values are not recommended for survey control.
 DA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0943.See file dsdata.txt to determine how the superseded data were derived.
 DA0943
 DA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA256827(NAD 83)
 DA0943_MARKER: DB = BENCH MARK DISK
 DA0943_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0943_SP_SET: 7 FT
 DA0943_STAMPING: F 349 1961
 DA0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0943
 DA0943  HISTORY     - Date     Condition        Report By
 DA0943  HISTORY     - 1961     MONUMENTED       CGS
 DA0943  HISTORY     - 1962     GOOD             NGS
 DA0943
 DA0943                          STATION DESCRIPTION
 DA0943
 DA0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0943'16.45 MI NW FROM TULE WELL.
 DA0943'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0943'COMMISSION SHELTER AT TULE WELL.  THENCE 13.15 MILES NORTHWEST ALONG A
 DA0943'DIM TRAIL ROAD, 0.8 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0943'POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.75 MILE EAST OF THE
 DA0943'JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTHEAST, ABOUT
 DA0943'0.3 MILE SOUTH OF THE BASE OF A MOUNTAIN, 43 FEET SOUTH OF THE CENTER
 DA0943'LINE OF THE TRAIL ROAD, 2.8 FEET SOUTH OF A METAL WITNESS POST, AND
 DA0943'CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET
 DA0943'AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0149 ***********************************************************************
 DA0149  DESIGNATION -  F 349
 DA0149  PID         -  DA0149
 DA0149  STATE/COUNTY-  AZ/PINAL
 DA0149  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0149
 DA0149                         *CURRENT SURVEY CONTROL
 DA0149  ___________________________________________________________________
 DA0149* NAD 83(1986)-  32 49 51.     (N)    112 02 57.     (W)     SCALED    
 DA0149* NAVD 88     -       468.60   (+/-2cm)    1537.4    (feet)  VERTCON   
 DA0149  ___________________________________________________________________
 DA0149  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0149
 DA0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0149
 DA0149.The horizontal coordinates were scaled from a topographic map and have
 DA0149.an estimated accuracy of +/- 6 seconds.
 DA0149
 DA0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0149.The vertical order pertains to the NGVD 29 superseded value.
 DA0149
 DA0149.The geoid height was determined by GEOID03.
 DA0149
 DA0149;                    North         East    Units  Estimated Accuracy
 DA0149;SPC AZ C     -   203,000.      200,960.      MT  (+/- 180 meters Scaled)
 DA0149
 DA0149                          SUPERSEDED SURVEY CONTROL
 DA0149
 DA0149  NGVD 29 (??/??/92)  467.987  (m)         1535.39   (f) ADJ UNCH    2 0
 DA0149
 DA0149.Superseded values are not recommended for survey control.
 DA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0149.See file dsdata.txt to determine how the superseded data were derived.
 DA0149
 DA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB018330(NAD 83)
 DA0149_MARKER: DB = BENCH MARK DISK
 DA0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0149_SP_SET: STOVEPIPE
 DA0149_STAMPING: F 349 1960
 DA0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0149
 DA0149  HISTORY     - Date     Condition        Report By
 DA0149  HISTORY     - 1960     MONUMENTED       CGS
 DA0149  HISTORY     - 1977     GOOD             USGS
 DA0149
 DA0149                          STATION DESCRIPTION
 DA0149
 DA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0149'7.9 MI SW FROM STANFIELD.
 DA0149'1.4 MILES WEST OF THE POST OFFICE AT STANFIELD, THENCE 3.5 MILES SOUTH
 DA0149'ALONG TRACK ROAD, THENCE 3.0 MILES WEST ALONG NEW HIGHWAY, 165 FEET
 DA0149'SOUTH OF CENTER LINE STAKE 2093, 40 FEET WEST OF A SMALL WASH, 2 FEET
 DA0149'EAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 DA0149'PROJECTING 6 INCHES.
 DA0149
 DA0149                          STATION RECOVERY (1977)
 DA0149
 DA0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0149'JUNCTION OF INTERSTATE HWY. 8 AND STANFIELD RD. AND OVERPASS BRIDGE,
 DA0149'5.1 MI W. OF ALONG INTERSTATE 8. 85 FT W. OF THE W. END OF A CONCRETE
 DA0149'BOX CULVERT UNDER THE E. BOUND LANE, 58 FT S. OF THE CENTERLINE OF
 DA0149'THE E. BOUND LANE, ABOUT 4 FT LOWER THAN THE FREEWAY SURFACE AND 2 FT
 DA0149'E. OF A WITNESS POST. NGS DISK IN CONCRETE POST. STAMPED F 349 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0293 ***********************************************************************
 ER0293  DESIGNATION -  F 35
 ER0293  PID         -  ER0293
 ER0293  STATE/COUNTY-  AZ/NAVAJO
 ER0293  USGS QUAD   -  PADILLA TANK (1982)
 ER0293
 ER0293                         *CURRENT SURVEY CONTROL
 ER0293  ___________________________________________________________________
 ER0293* NAD 83(1992)-  34 51 26.28488(N)    109 59 45.07349(W)     ADJUSTED  
 ER0293* NAVD 88     -      1656.999  (meters)    5436.34   (feet)  ADJUSTED  
 ER0293  ___________________________________________________________________
 ER0293  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ER0293  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ER0293  DYNAMIC HT  -        1654.697 (meters)    5428.79  (feet)  COMP
 ER0293  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 ER0293
 ER0293  HORZ ORDER  -  SECOND
 ER0293  VERT ORDER  -  SECOND    CLASS 0
 ER0293
 ER0293.The horizontal coordinates were established by classical geodetic methods
 ER0293.and adjusted by the National Geodetic Survey in August 1993..
 ER0293
 ER0293.The orthometric height was determined by differential leveling
 ER0293.and adjusted by the National Geodetic Survey in June 1991..
 ER0293
 ER0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0293
 ER0293.The geoid height was determined by GEOID03.
 ER0293
 ER0293.The dynamic height is computed by dividing the NAVD 88
 ER0293.geopotential number by the normal gravity value computed on the
 ER0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0293.degrees latitude (g = 980.6199 gals.).
 ER0293
 ER0293.The modeled gravity was interpolated from observed gravity values.
 ER0293
 ER0293;                    North         East     Units Scale Factor Converg.
 ER0293;SPC AZ E     -   427,758.222   228,978.667   MT  0.99990301   +0 05 51.5
 ER0293;SPC AZ E     - 1,403,406.24    751,242.35   iFT  0.99990301   +0 05 51.5
 ER0293;UTM  12      - 3,857,678.252   591,790.440   MT  0.99970384   +0 34 26.2
 ER0293
 ER0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0293!SPC AZ E     -   0.99974377  x   0.99990301  =   0.99964680
 ER0293!UTM  12      -   0.99974377  x   0.99970384  =   0.99944768
 ER0293
 ER0293|---------------------------------------------------------------------|
 ER0293| PID    Reference Object                     Distance      Geod. Az  |
 ER0293|                                                           dddmmss.s |
 ER0293| CD1660 F 35 RM 1                            13.803 METERS 19940     |
 ER0293| CD1661 F 35 RM 2                            14.850 METERS 28723     |
 ER0293| CD1659 F 35 AZ MK                                         2930240.9 |
 ER0293|---------------------------------------------------------------------|
 ER0293
 ER0293                          SUPERSEDED SURVEY CONTROL
 ER0293
 ER0293  NAD 83(1986)-  34 51 26.27761(N)    109 59 45.07593(W) AD(       ) 2
 ER0293  NAD 27      -  34 51 26.17400(N)    109 59 42.66100(W) AD(       ) 2
 ER0293  NGVD 29 (??/??/92) 1656.133  (m)         5433.50   (f) ADJ UNCH    2 0
 ER0293
 ER0293.Superseded values are not recommended for survey control.
 ER0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0293.See file dsdata.txt to determine how the superseded data were derived.
 ER0293
 ER0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9179057678(NAD 83)
 ER0293_MARKER: DB = BENCH MARK DISK
 ER0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0293_STAMPING: F 35 1934
 ER0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0293+STABILITY: SURFACE MOTION
 ER0293
 ER0293  HISTORY     - Date     Condition        Report By
 ER0293  HISTORY     - 1936     MONUMENTED       CGS
 ER0293  HISTORY     - 1934     GOOD             USGS
 ER0293  HISTORY     - 1959     GOOD             CGS
 ER0293  HISTORY     - 1959     GOOD             CGS
 ER0293
 ER0293                          STATION DESCRIPTION
 ER0293
 ER0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0293'STATION IS LOCATED 10.6 MILES EAST-SOUTHEAST OF HOLBROOK ALONG
 ER0293'U.S. HIGHWAY 260 FROM JUNCTION WITH U.S. HIGHWAY 66, ON TOP OF
 ER0293'A FLAT DIVIDE, 68 YARDS SOUTHEAST OF THE SOUTH END OF A GALVANIZED
 ER0293'CULVERT AND 65 FEET SOUTH BY WEST OF THE CENTERLINE OF THE
 ER0293'HIGHWAY.  MARK IS A STANDARD PRECAST BENCH MARK.
 ER0293'
 ER0293'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE WEST-NORTHWEST OF THE
 ER0293'STATION, ABOUT 44 YARDS NORTH BY EAST OF THE CENTERLINE OF THE
 ER0293'HIGHWAY AND ABOUT 12 YARDS NORTH-NORTHEAST OF A SIGNBOARD.
 ER0293'
 ER0293'REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ER0293
 ER0293                          STATION RECOVERY (1934)
 ER0293
 ER0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 ER0293'10.6 MI SE FROM HOLBROOK.
 ER0293'10.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0293'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 70 YARDS
 ER0293'SOUTHEAST OF A CONCRETE CULVERT, AND 70 FEET SOUTHWEST OF THE
 ER0293'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 35 1934 AND SET
 ER0293'IN THE TOP OF A CONCRETE POST.
 ER0293
 ER0293                          STATION RECOVERY (1959)
 ER0293
 ER0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0293'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ER0293'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ER0293'
 ER0293'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO WEST
 ER0293'AND THEN SOUTHEAST ON U.S. HIGHWAY 260 FOR 9.9 MILES TO THE
 ER0293'AZIMUTH MARK ON THE LEFT, NORTHEAST, SIDE OF THE ROAD.  CONTINUE
 ER0293'STRAIGHT AHEAD ON THE SAME HIGHWAY FOR 0.45 MILE TO A SIGN
 ER0293'PETRIFIED FOREST 9 SPRINGERVILLE 82 AND THE STATION ON THE
 ER0293'RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 ER0293'
 ER0293'THE STATION IS A STANDARD BENCH MARK DISK STAMPED F 35 1934
 ER0293'SET IN THE TOP OF A 6-INCH SQUARE TOPPED PRECAST CONCRETE
 ER0293'MONUMENT, AND PROJECTS 1 FOOT.  IT IS 65 FEET SOUTHWEST OF THE
 ER0293'CENTERLINE OF U.S. HIGHWAY 260 AND ABOUT 15 FEET SOUTHWEST OF A
 ER0293'FENCE.
 ER0293'
 ER0293'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED B.M F 35
 ER0293'1934 1936 NO 1 SET IN THE TOP OF A 10-INCH SQUARE TOPPED
 ER0293'CONCRETE MONUMENT, AND PROJECTS 1 INCH.  IT IS 110 FEET
 ER0293'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 260, AND IS ABOUT
 ER0293'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 ER0293'
 ER0293'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED B.M F 35
 ER0293'1934 1936 NO 2 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 ER0293'MONUMENT, AND PROJECTS 6 INCHES.  IT IS 68 FEET SOUTHWEST OF
 ER0293'THE CENTERLINE OF U.S. HIGHWAY 260, AND IS ABOUT 6 INCHES LOWER
 ER0293'IN ELEVATION THAN THE STATION.
 ER0293'
 ER0293'THE AZIMUTH MARK IS A STANDARD DISK STAMPED B.M F 35 1934 1936
 ER0293'SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 ER0293'AND PROJECTS 6 INCHES.  IT IS ABOUT 45 YARDS NORTHEAST OF THE
 ER0293'CENTERLINE OF U.S. HIGHWAY 260.
 ER0293
 ER0293                          STATION RECOVERY (1959)
 ER0293
 ER0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0293'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 ER0293'AS DESCRIBED, WITH THE EXCEPTION OF THE MEASURED DISTANCES TO
 ER0293'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0101 ***********************************************************************
 DB0101  DESIGNATION -  F 350
 DB0101  PID         -  DB0101
 DB0101  STATE/COUNTY-  AZ/YUMA
 DB0101  USGS QUAD   -  FORTUNA MINE (1965)
 DB0101
 DB0101                         *CURRENT SURVEY CONTROL
 DB0101  ___________________________________________________________________
 DB0101* NAD 83(1986)-  32 33 37.     (N)    114 20 50.     (W)     SCALED    
 DB0101* NAVD 88     -       234.01   (+/-2cm)     767.7    (feet)  VERTCON   
 DB0101  ___________________________________________________________________
 DB0101  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DB0101
 DB0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0101
 DB0101.The horizontal coordinates were scaled from a topographic map and have
 DB0101.an estimated accuracy of +/- 6 seconds.
 DB0101
 DB0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0101.The vertical order pertains to the NGVD 29 superseded value.
 DB0101
 DB0101.The geoid height was determined by GEOID03.
 DB0101
 DB0101;                    North         East    Units  Estimated Accuracy
 DB0101;SPC AZ W     -   173,150.      157,280.      MT  (+/- 180 meters Scaled)
 DB0101
 DB0101                          SUPERSEDED SURVEY CONTROL
 DB0101
 DB0101  NGVD 29 (??/??/??)  233.335  (m)          765.53   (f) ADJUSTED    2 0
 DB0101
 DB0101.Superseded values are not recommended for survey control.
 DB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0101.See file dsdata.txt to determine how the superseded data were derived.
 DB0101
 DB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS490056(NAD 83)
 DB0101_MARKER: DB = BENCH MARK DISK
 DB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0101_STAMPING: F 350 1962
 DB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0101+STABILITY: SURFACE MOTION
 DB0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0101+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0101
 DB0101  HISTORY     - Date     Condition        Report By
 DB0101  HISTORY     - 1962     MONUMENTED       CGS
 DB0101  HISTORY     - 20060303 GOOD             GEOCAC
 DB0101
 DB0101                          STATION DESCRIPTION
 DB0101
 DB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0101'16 MI SW FROM LIGURTA.
 DB0101'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0101'STATION AND CAFE AT LIGURTA, THENCE 8.95 MILES SOUTH SOUTHEAST
 DB0101'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 3.45
 DB0101'MILES SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0101'PROJECTS 16 FEET AND IS NUMBER 9, 0.4 MILE SOUTHEAST OF A SANDY
 DB0101'WASH, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 DB0101'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 DB0101'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0101'7 INCHES.
 DB0101
 DB0101                          STATION RECOVERY (2006)
 DB0101
 DB0101'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0101'FOUND IN GOOD CONDITION AT N 32  33.641 W 114  20.833. THERE IS A
 DB0101'METAL WITNESS POST AND SIGN APPROXIMATELY TWO FEET AWAY.
 DB0101' 
 DB0101'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0101'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0101'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1136 ***********************************************************************
 DA1136  DESIGNATION -  F 351
 DA1136  PID         -  DA1136
 DA1136  STATE/COUNTY-  AZ/YUMA
 DA1136  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1136
 DA1136                         *CURRENT SURVEY CONTROL
 DA1136  ___________________________________________________________________
 DA1136* NAD 83(1986)-  32 30 50.     (N)    113 41 04.     (W)     SCALED    
 DA1136* NAVD 88     -       179.82   (+/-2cm)     590.0    (feet)  VERTCON   
 DA1136  ___________________________________________________________________
 DA1136  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DA1136
 DA1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1136
 DA1136.The horizontal coordinates were scaled from a topographic map and have
 DA1136.an estimated accuracy of +/- 6 seconds.
 DA1136
 DA1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1136.The vertical order pertains to the NGVD 29 superseded value.
 DA1136
 DA1136.The geoid height was determined by GEOID03.
 DA1136
 DA1136;                    North         East    Units  Estimated Accuracy
 DA1136;SPC AZ W     -   167,860.      219,520.      MT  (+/- 180 meters Scaled)
 DA1136
 DA1136                          SUPERSEDED SURVEY CONTROL
 DA1136
 DA1136  NGVD 29 (??/??/92)  179.178  (m)          587.85   (f) ADJ UNCH    2 0
 DA1136
 DA1136.Superseded values are not recommended for survey control.
 DA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1136.See file dsdata.txt to determine how the superseded data were derived.
 DA1136
 DA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB478005(NAD 83)
 DA1136_MARKER: DB = BENCH MARK DISK
 DA1136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1136_SP_SET: 16 FT
 DA1136_STAMPING: F 351 1962
 DA1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1136
 DA1136  HISTORY     - Date     Condition        Report By
 DA1136  HISTORY     - 1962     MONUMENTED       CGS
 DA1136
 DA1136                          STATION DESCRIPTION
 DA1136
 DA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1136'23.4 MI SE FROM TACNA.
 DA1136'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1136'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1136'WELL.  THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO
 DA1136'TULE WELL, 1.0 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1136'WHICH PROJECTS 16 FEET AND IS NUMBERED 18, 40 FEET SOUTHWEST OF THE
 DA1136'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1136'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 DA1136'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 DA1136'ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0931 ***********************************************************************
 DA0931  DESIGNATION -  F 352
 DA0931  PID         -  DA0931
 DA0931  STATE/COUNTY-  AZ/YUMA
 DA0931  USGS QUAD   -  MONREAL WELL (1990)
 DA0931
 DA0931                         *CURRENT SURVEY CONTROL
 DA0931  ___________________________________________________________________
 DA0931* NAD 83(1986)-  32 28 06.     (N)    113 26 35.     (W)     SCALED    
 DA0931* NAVD 88     -       184.80   (+/-2cm)     606.3    (feet)  VERTCON   
 DA0931  ___________________________________________________________________
 DA0931  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0931
 DA0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0931
 DA0931.The horizontal coordinates were scaled from a topographic map and have
 DA0931.an estimated accuracy of +/- 6 seconds.
 DA0931
 DA0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0931.The vertical order pertains to the NGVD 29 superseded value.
 DA0931
 DA0931.The geoid height was determined by GEOID03.
 DA0931
 DA0931;                    North         East    Units  Estimated Accuracy
 DA0931;SPC AZ W     -   162,840.      242,210.      MT  (+/- 180 meters Scaled)
 DA0931
 DA0931                          SUPERSEDED SURVEY CONTROL
 DA0931
 DA0931  NGVD 29 (??/??/92)  184.172  (m)          604.24   (f) ADJ UNCH    2 0
 DA0931
 DA0931.Superseded values are not recommended for survey control.
 DA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0931.See file dsdata.txt to determine how the superseded data were derived.
 DA0931
 DA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA703949(NAD 83)
 DA0931_MARKER: DB = BENCH MARK DISK
 DA0931_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0931_SP_SET: 8 FT.
 DA0931_STAMPING: F 352 1962
 DA0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0931
 DA0931  HISTORY     - Date     Condition        Report By
 DA0931  HISTORY     - 1962     MONUMENTED       CGS
 DA0931
 DA0931                          STATION DESCRIPTION
 DA0931
 DA0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0931'13.65 MI W FROM TONY TANK.
 DA0931'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0931'TONY TANK.  THENCE 11.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 0.5 MILE
 DA0931'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0931'FEET AND IS NUMBERED 38, ABOUT 1.9 MILES NORTHEAST OF THE BASE OF THE
 DA0931'MOHAWK MOUNTAINS, 0.5 MILE NORTHEAST OF THE JUNCTION OF THE TRAIL ROAD
 DA0931'AND A TRAIL ROAD, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0931'ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0931'ABOVE THE LEVEL OF THE TRAIL ROAD, CLAMPED ON A COPPER COATED ROD
 DA0931'WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0931'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0786 ***********************************************************************
 DA0786  DESIGNATION -  F 353
 DA0786  PID         -  DA0786
 DA0786  STATE/COUNTY-  AZ/MARICOPA
 DA0786  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0786
 DA0786                         *CURRENT SURVEY CONTROL
 DA0786  ___________________________________________________________________
 DA0786* NAD 83(1986)-  32 34 02.     (N)    113 16 31.     (W)     SCALED    
 DA0786* NAVD 88     -       215.42   (+/-2cm)     706.8    (feet)  VERTCON   
 DA0786  ___________________________________________________________________
 DA0786  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA0786
 DA0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0786
 DA0786.The horizontal coordinates were scaled from a topographic map and have
 DA0786.an estimated accuracy of +/- 6 seconds.
 DA0786
 DA0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0786.The vertical order pertains to the NGVD 29 superseded value.
 DA0786
 DA0786.The geoid height was determined by GEOID03.
 DA0786
 DA0786;                    North         East    Units  Estimated Accuracy
 DA0786;SPC AZ C     -   174,580.       85,790.      MT  (+/- 180 meters Scaled)
 DA0786
 DA0786                          SUPERSEDED SURVEY CONTROL
 DA0786
 DA0786  NGVD 29 (??/??/92)  214.798  (m)          704.72   (f) ADJ UNCH    2 0
 DA0786
 DA0786.Superseded values are not recommended for survey control.
 DA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0786.See file dsdata.txt to determine how the superseded data were derived.
 DA0786
 DA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB863055(NAD 83)
 DA0786_MARKER: DB = BENCH MARK DISK
 DA0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0786_STAMPING: F 353 1961
 DA0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0786+STABILITY: SURFACE MOTION
 DA0786
 DA0786  HISTORY     - Date     Condition        Report By
 DA0786  HISTORY     - 1961     MONUMENTED       CGS
 DA0786  HISTORY     - 1962     GOOD             NGS
 DA0786
 DA0786                          STATION DESCRIPTION
 DA0786
 DA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0786'4.7 MI N FROM TONY TANK.
 DA0786'ABOUT 4.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0786'TONY TANK, 0.35 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0786'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 0.35 MILE SOUTH OF THE
 DA0786'INTERSECTION OF A CROSS ROAD, 25 FEET WEST OF THE CENTER LINE OF THE
 DA0786'ROAD, 97.5 FEET SOUTHWEST OF U.S.G.S. BENCH MARK 705.06, 1.4 FEET WEST
 DA0786'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0786'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0831 ***********************************************************************
 DA0831  DESIGNATION -  F 354
 DA0831  PID         -  DA0831
 DA0831  STATE/COUNTY-  AZ/MARICOPA
 DA0831  USGS QUAD   -  SENTINEL NE (1986)
 DA0831
 DA0831                         *CURRENT SURVEY CONTROL
 DA0831  ___________________________________________________________________
 DA0831* NAD 83(1986)-  32 53 16.     (N)    113 04 31.     (W)     SCALED    
 DA0831* NAVD 88     -       230.27   (+/-2cm)     755.5    (feet)  VERTCON   
 DA0831  ___________________________________________________________________
 DA0831  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0831
 DA0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0831
 DA0831.The horizontal coordinates were scaled from a topographic map and have
 DA0831.an estimated accuracy of +/- 6 seconds.
 DA0831
 DA0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0831.The vertical order pertains to the NGVD 29 superseded value.
 DA0831
 DA0831.The geoid height was determined by GEOID03.
 DA0831
 DA0831;                    North         East    Units  Estimated Accuracy
 DA0831;SPC AZ C     -   209,900.      104,960.      MT  (+/- 180 meters Scaled)
 DA0831
 DA0831                          SUPERSEDED SURVEY CONTROL
 DA0831
 DA0831  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 DA0831
 DA0831.Superseded values are not recommended for survey control.
 DA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0831.See file dsdata.txt to determine how the superseded data were derived.
 DA0831
 DA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB058407(NAD 83)
 DA0831_MARKER: DB = BENCH MARK DISK
 DA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0831_STAMPING: F 354 1960
 DA0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0831+STABILITY: SURFACE MOTION
 DA0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0831+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0831
 DA0831  HISTORY     - Date     Condition        Report By
 DA0831  HISTORY     - 1960     MONUMENTED       CGS
 DA0831  HISTORY     - 20060128 GOOD             USPSQD
 DA0831  HISTORY     - 20060128 GOOD             USPSQD
 DA0831
 DA0831                          STATION DESCRIPTION
 DA0831
 DA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0831'8.05 MI E FROM SENTINEL.
 DA0831'8.05 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0831'213 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 4.4
 DA0831'FEET NORTH OF A FENCE LINE, 3.8 FEET WEST OF A METAL WITNESS POST WITH
 DA0831'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA0831
 DA0831                          STATION RECOVERY (2006)
 DA0831
 DA0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0831'RECOVERED AS DESCRIBED.
 DA0831
 DA0831                          STATION RECOVERY (2006)
 DA0831
 DA0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0766 ***********************************************************************
 DA0766  DESIGNATION -  F 355
 DA0766  PID         -  DA0766
 DA0766  STATE/COUNTY-  AZ/MARICOPA
 DA0766  USGS QUAD   -  SENTINEL (1986)
 DA0766
 DA0766                         *CURRENT SURVEY CONTROL
 DA0766  ___________________________________________________________________
 DA0766* NAD 83(1986)-  32 45 14.     (N)    113 14 00.     (W)     SCALED    
 DA0766* NAVD 88     -       202.62   (+/-2cm)     664.8    (feet)  VERTCON   
 DA0766  ___________________________________________________________________
 DA0766  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0766
 DA0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0766
 DA0766.The horizontal coordinates were scaled from a topographic map and have
 DA0766.an estimated accuracy of +/- 6 seconds.
 DA0766
 DA0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0766.The vertical order pertains to the NGVD 29 superseded value.
 DA0766
 DA0766.The geoid height was determined by GEOID03.
 DA0766
 DA0766;                    North         East    Units  Estimated Accuracy
 DA0766;SPC AZ C     -   195,230.       89,980.      MT  (+/- 180 meters Scaled)
 DA0766
 DA0766                          SUPERSEDED SURVEY CONTROL
 DA0766
 DA0766  NGVD 29 (??/??/92)  202.021  (m)          662.80   (f) ADJ UNCH    2 0
 DA0766
 DA0766.Superseded values are not recommended for survey control.
 DA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0766.See file dsdata.txt to determine how the superseded data were derived.
 DA0766
 DA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB907262(NAD 83)
 DA0766_MARKER: DB = BENCH MARK DISK
 DA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0766_STAMPING: F 355 1962
 DA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0766+STABILITY: SURFACE MOTION
 DA0766
 DA0766  HISTORY     - Date     Condition        Report By
 DA0766  HISTORY     - 1962     MONUMENTED       CGS
 DA0766
 DA0766                          STATION DESCRIPTION
 DA0766
 DA0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0766'8.25 MI S FROM SENTINEL.
 DA0766'ABOUT 8.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0766'OVERPASS AT SENTINEL, 2.8 MILES SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0766'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 1.4 MILES
 DA0766'EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DA0766'AND IS NUMBERED 20, AT THE JUNCTION OF THE GRAVELED ROAD AND A CLEARED
 DA0766'LANE LEADING WEST, 1.2 MILES SOUTH OF AN OBSERVATION TOWER, 80 FEET
 DA0766'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 44 FEET NORTH OF THE
 DA0766'CENTER LINE OF THE CLEARED LANE, 2.0 FEET EAST OF A METAL WITNESS
 DA0766'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0766'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0329 ***********************************************************************
 CG0329  DESIGNATION -  F 355
 CG0329  PID         -  CG0329
 CG0329  STATE/COUNTY-  AZ/PIMA
 CG0329  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0329
 CG0329                         *CURRENT SURVEY CONTROL
 CG0329  ___________________________________________________________________
 CG0329* NAD 83(1986)-  31 59 49.     (N)    110 39 09.     (W)     SCALED    
 CG0329* NAVD 88     -      1081.148  (meters)    3547.07   (feet)  ADJUSTED  
 CG0329  ___________________________________________________________________
 CG0329  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0329  DYNAMIC HT  -        1079.573 (meters)    3541.90  (feet)  COMP
 CG0329  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 CG0329
 CG0329  VERT ORDER  -  FIRST     CLASS II
 CG0329
 CG0329.The horizontal coordinates were scaled from a topographic map and have
 CG0329.an estimated accuracy of +/- 6 seconds.
 CG0329
 CG0329.The orthometric height was determined by differential leveling
 CG0329.and adjusted by the National Geodetic Survey in June 1991..
 CG0329
 CG0329.The geoid height was determined by GEOID03.
 CG0329
 CG0329.The dynamic height is computed by dividing the NAVD 88
 CG0329.geopotential number by the normal gravity value computed on the
 CG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0329.degrees latitude (g = 980.6199 gals.).
 CG0329
 CG0329.The modeled gravity was interpolated from observed gravity values.
 CG0329
 CG0329;                    North         East    Units  Estimated Accuracy
 CG0329;SPC AZ C     -   111,230.      332,810.      MT  (+/- 180 meters Scaled)
 CG0329
 CG0329                          SUPERSEDED SURVEY CONTROL
 CG0329
 CG0329  NGVD 29 (??/??/92) 1080.406  (m)         3544.63   (f) ADJ UNCH    1 2
 CG0329
 CG0329.Superseded values are not recommended for survey control.
 CG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0329.See file dsdata.txt to determine how the superseded data were derived.
 CG0329
 CG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA328401(NAD 83)
 CG0329_MARKER: DB = BENCH MARK DISK
 CG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0329_STAMPING: F 355 1960
 CG0329_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0329+STABILITY: SURFACE MOTION
 CG0329
 CG0329  HISTORY     - Date     Condition        Report By
 CG0329  HISTORY     - 1960     MONUMENTED       CGS
 CG0329  HISTORY     - 1979     GOOD             NGS
 CG0329
 CG0329                          STATION DESCRIPTION
 CG0329
 CG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0329'21.6 MI NE FROM BENSON.
 CG0329'21.6 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0329'TO HIGHWAY MILE POST 270, 48 FEET SOUTHEAST OF THE MILE POST, 87 FEET
 CG0329'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 1.4 FEET
 CG0329'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF A FENCE LINE,
 CG0329'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES AND ABOUT 20
 CG0329'FEET HIGHER THAN THE HIGHWAY.
 CG0329
 CG0329                          STATION RECOVERY (1979)
 CG0329
 CG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0329'21.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0329'OVERPASS AT BENSON, AT A CUT BANK, 101 FEET SOUTH OF THE
 CG0329'CENTERLINE OF THE EASTBOUND TRAFFIC LANE MEASURED ALONG THE FLAT
 CG0329'AREA AT THE END OF THE CUT, 253 FEET WEST OF MILE POST 284 AND 2
 CG0329'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0329'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CG0329'THE MARK IS 35 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0513 ***********************************************************************
 GR0513  DESIGNATION -  F 356
 GR0513  PID         -  GR0513
 GR0513  STATE/COUNTY-  AZ/MOHAVE
 GR0513  USGS QUAD   -  BOULDER CANYON (1983)
 GR0513
 GR0513                         *CURRENT SURVEY CONTROL
 GR0513  ___________________________________________________________________
 GR0513* NAD 83(1986)-  36 07 45.     (N)    114 31 54.     (W)     SCALED    
 GR0513* NAVD 88     -       367.245  (meters)    1204.87   (feet)  POSTED    
 GR0513  ___________________________________________________________________
 GR0513  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR0513  DYNAMIC HT  -         366.880 (meters)    1203.67  (feet)  COMP
 GR0513  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 GR0513
 GR0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0513
 GR0513.The horizontal coordinates were scaled from a topographic map and have
 GR0513.an estimated accuracy of +/- 6 seconds.
 GR0513
 GR0513.The orthometric height was determined by differential leveling
 GR0513.and adjusted by the National Geodetic Survey in 1992..
 GR0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0513.rate of 0.0 thru 1.0 mm/km.
 GR0513
 GR0513.The geoid height was determined by GEOID03.
 GR0513
 GR0513.The dynamic height is computed by dividing the NAVD 88
 GR0513.geopotential number by the normal gravity value computed on the
 GR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0513.degrees latitude (g = 980.6199 gals.).
 GR0513
 GR0513.The modeled gravity was interpolated from observed gravity values.
 GR0513
 GR0513;                    North         East    Units  Estimated Accuracy
 GR0513;SPC AZ W     -   569,150.      143,000.      MT  (+/- 180 meters Scaled)
 GR0513
 GR0513                          SUPERSEDED SURVEY CONTROL
 GR0513
 GR0513  NGVD 29 (??/??/92)  366.541  (m)         1202.56   (f) ADJ UNCH    1 2
 GR0513
 GR0513.Superseded values are not recommended for survey control.
 GR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0513.See file dsdata.txt to determine how the superseded data were derived.
 GR0513
 GR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA221010(NAD 83)
 GR0513_MARKER: DB = BENCH MARK DISK
 GR0513_SETTING: 66 = SET IN ROCK OUTCROP
 GR0513_SP_SET: SANDSTONE RIDGE
 GR0513_STAMPING: F 356 1963
 GR0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0513+STABILITY: POSITION/ELEVATION WELL
 GR0513
 GR0513  HISTORY     - Date     Condition        Report By
 GR0513  HISTORY     - 1963     MONUMENTED       CGS
 GR0513
 GR0513                          STATION DESCRIPTION
 GR0513
 GR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0513'4.9 MI NW FROM BONELLI LANDING.
 GR0513'4.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0513'BONELLI LANDING, IN THE TOP OF A LEDGE OF SANDSTONE OUTCROP WHICH
 GR0513'PROJECTS 1.0 FOOT ABOVE THE GROUND, ON A SANDSTONE RIDGE, ABOUT 200
 GR0513'FEET SOUTHWEST OF THE NORTHEAST END OF THE RIDGE, ABOUT 100 FEET
 GR0513'SOUTHEAST OF THE CENTER OF A WASH, AND 6 1/2 FEET SOUTHWEST OF A
 GR0513'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0274 ***********************************************************************
 CG0274  DESIGNATION -  F 358
 CG0274  PID         -  CG0274
 CG0274  STATE/COUNTY-  AZ/PIMA
 CG0274  USGS QUAD   -  SAHUARITA (1981)
 CG0274
 CG0274                         *CURRENT SURVEY CONTROL
 CG0274  ___________________________________________________________________
 CG0274* NAD 83(1986)-  31 56 25.     (N)    110 59 15.     (W)     SCALED    
 CG0274* NAVD 88     -       869.14   (+/-2cm)    2851.5    (feet)  VERTCON   
 CG0274  ___________________________________________________________________
 CG0274  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0274
 CG0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0274
 CG0274.The horizontal coordinates were scaled from a topographic map and have
 CG0274.an estimated accuracy of +/- 6 seconds.
 CG0274
 CG0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0274.The vertical order pertains to the NGVD 29 superseded value.
 CG0274
 CG0274.The geoid height was determined by GEOID03.
 CG0274
 CG0274;                    North         East    Units  Estimated Accuracy
 CG0274;SPC AZ C     -   104,620.      301,210.      MT  (+/- 180 meters Scaled)
 CG0274
 CG0274                          SUPERSEDED SURVEY CONTROL
 CG0274
 CG0274  NGVD 29 (??/??/92)  868.468  (m)         2849.30   (f) ADJ UNCH    2 0
 CG0274
 CG0274.Superseded values are not recommended for survey control.
 CG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0274.See file dsdata.txt to determine how the superseded data were derived.
 CG0274
 CG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA011338(NAD 83)
 CG0274_MARKER: DB = BENCH MARK DISK
 CG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0274_STAMPING: F 358 1960
 CG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0274+STABILITY: SURFACE MOTION
 CG0274
 CG0274  HISTORY     - Date     Condition        Report By
 CG0274  HISTORY     - 1960     MONUMENTED       CGS
 CG0274  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0274
 CG0274                          STATION DESCRIPTION
 CG0274
 CG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0274'1.5 MI SW FROM SAHUARITA.
 CG0274'0.75 MILES WEST OF THE POST OFFICE AT SAHUARITA, ARIZONA, ON GRAVEL
 CG0274'ROAD, THENCE 1.8 MILES SOUTHWEST ON GRAVEL ROAD, 35 FEET SOUTH OF THE
 CG0274'ROAD, 250 FEET WEST OF CENTER OF HIGHWAY, 2.5 FEET EAST OF WITNESS
 CG0274'POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 10
 CG0274'INCHES.
 CG0274
 CG0274                          STATION RECOVERY (1976)
 CG0274
 CG0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0178 ***********************************************************************
 GQ0178  DESIGNATION -  F 359
 GQ0178  PID         -  GQ0178
 GQ0178  STATE/COUNTY-  AZ/MOHAVE
 GQ0178  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0178
 GQ0178                         *CURRENT SURVEY CONTROL
 GQ0178  ___________________________________________________________________
 GQ0178* NAD 83(1986)-  36 57 37.     (N)    113 45 39.     (W)     SCALED    
 GQ0178* NAVD 88     -       675.341  (meters)    2215.68   (feet)  POSTED    
 GQ0178  ___________________________________________________________________
 GQ0178  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GQ0178  DYNAMIC HT  -         674.630 (meters)    2213.35  (feet)  COMP
 GQ0178  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 GQ0178
 GQ0178  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0178
 GQ0178.The horizontal coordinates were scaled from a topographic map and have
 GQ0178.an estimated accuracy of +/- 6 seconds.
 GQ0178
 GQ0178.The orthometric height was determined by differential leveling
 GQ0178.and adjusted by the National Geodetic Survey in 1992..
 GQ0178.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0178.rate of 1.1 thru 2.0 mm/km.
 GQ0178
 GQ0178.The geoid height was determined by GEOID03.
 GQ0178
 GQ0178.The dynamic height is computed by dividing the NAVD 88
 GQ0178.geopotential number by the normal gravity value computed on the
 GQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0178.degrees latitude (g = 980.6199 gals.).
 GQ0178
 GQ0178.The modeled gravity was interpolated from observed gravity values.
 GQ0178
 GQ0178;                    North         East    Units  Estimated Accuracy
 GQ0178;SPC AZ W     -   661,080.      212,400.      MT  (+/- 180 meters Scaled)
 GQ0178
 GQ0178                          SUPERSEDED SURVEY CONTROL
 GQ0178
 GQ0178  NGVD 29 (??/??/92)  674.532  (m)         2213.03   (f) ADJ UNCH    2 0
 GQ0178
 GQ0178.Superseded values are not recommended for survey control.
 GQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0178.See file dsdata.txt to determine how the superseded data were derived.
 GQ0178
 GQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF541940(NAD 83)
 GQ0178_MARKER: DB = BENCH MARK DISK
 GQ0178_SETTING: 80 = SET IN A BOULDER
 GQ0178_SP_SET: BOULDER
 GQ0178_STAMPING: F 359 1960
 GQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0178+STABILITY: SURFACE MOTION
 GQ0178
 GQ0178  HISTORY     - Date     Condition        Report By
 GQ0178  HISTORY     - 1960     MONUMENTED       CGS
 GQ0178  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0178
 GQ0178                          STATION DESCRIPTION
 GQ0178
 GQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0178'25.55 MI SW FROM ST GEORGE, UT.
 GQ0178'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0178'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0178'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0178'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH-ARIZONA
 GQ0178'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0178'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0178'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0178'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 4.6
 GQ0178'MILES TO A YELLOW B.M. PAINTED ON A ROCK AND AT THE MARK, 130 FEET
 GQ0178'WEST OF A RAVINE, 90 FEET SOUTH OF THE CENTER OF THE RIVER, CEMENTED
 GQ0178'IN A DRILL HOLE IN A LARGE BOULDER.
 GQ0178
 GQ0178                          STATION RECOVERY (1982)
 GQ0178
 GQ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0519 ***********************************************************************
 DA0519  DESIGNATION -  F 36
 DA0519  PID         -  DA0519
 DA0519  STATE/COUNTY-  AZ/MARICOPA
 DA0519  USGS QUAD   -  MIDWAY (1986)
 DA0519
 DA0519                         *CURRENT SURVEY CONTROL
 DA0519  ___________________________________________________________________
 DA0519* NAD 83(1986)-  32 44 01.     (N)    112 49 46.     (W)     SCALED    
 DA0519* NAVD 88     -       322.193  (meters)    1057.06   (feet)  ADJUSTED  
 DA0519  ___________________________________________________________________
 DA0519  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0519  DYNAMIC HT  -         321.811 (meters)    1055.81  (feet)  COMP
 DA0519  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 DA0519
 DA0519  VERT ORDER  -  FIRST     CLASS II
 DA0519
 DA0519.The horizontal coordinates were scaled from a topographic map and have
 DA0519.an estimated accuracy of +/- 6 seconds.
 DA0519
 DA0519.The orthometric height was determined by differential leveling
 DA0519.and adjusted by the National Geodetic Survey in June 1991..
 DA0519
 DA0519.The geoid height was determined by GEOID03.
 DA0519
 DA0519.The dynamic height is computed by dividing the NAVD 88
 DA0519.geopotential number by the normal gravity value computed on the
 DA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0519.degrees latitude (g = 980.6199 gals.).
 DA0519
 DA0519.The modeled gravity was interpolated from observed gravity values.
 DA0519
 DA0519;                    North         East    Units  Estimated Accuracy
 DA0519;SPC AZ C     -   192,580.      127,810.      MT  (+/- 180 meters Scaled)
 DA0519
 DA0519                          SUPERSEDED SURVEY CONTROL
 DA0519
 DA0519  NGVD 29 (??/??/92)  321.567  (m)         1055.01   (f) ADJ UNCH    1 2
 DA0519
 DA0519.Superseded values are not recommended for survey control.
 DA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0519.See file dsdata.txt to determine how the superseded data were derived.
 DA0519
 DA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB285232(NAD 83)
 DA0519_MARKER: DB = BENCH MARK DISK
 DA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0519_STAMPING: F 36 1933 1055.083
 DA0519_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0519+STABILITY: SURFACE MOTION
 DA0519
 DA0519  HISTORY     - Date     Condition        Report By
 DA0519  HISTORY     - 1933     MONUMENTED       CGS
 DA0519  HISTORY     - 1953     GOOD             NGS
 DA0519  HISTORY     - 1980     GOOD             NGS
 DA0519
 DA0519                          STATION DESCRIPTION
 DA0519
 DA0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0519'16.3 MI S FROM GILA BEND.
 DA0519'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0519'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.3 MILES SOUTH ALONG
 DA0519'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 13 1/2 POLES SOUTH OF
 DA0519'MILEPOLE 16, 259 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 164,
 DA0519'95.0 FEET WEST OF THE WEST RAIL, 64 FEET EAST OF THE CENTER LINE OF AN
 DA0519'ABANDONED HIGHWAY, 88 FEET SOUTH OF A TELEPHONE POLE, 57 FEET
 DA0519'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET NORTH OF A
 DA0519'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 DA0519'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DA0519
 DA0519                          STATION RECOVERY (1980)
 DA0519
 DA0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0519'25.9 KM (16.1 MI) SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0519'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.4 KM (0.25 MI)
 DA0519'SOUTHEAST ACROSS COUNTRY FROM STATE HIGHWAY 85, 13-1/2 TELEGRAPH
 DA0519'POLES SOUTHWEST OF RAILWAY MILEPOLE 16, IN LINE WITH THE TELEGRAPH
 DA0519'POLES, 29.0 (95.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0519'15.8 METERS (52.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 DA0519'78.9 METERS (259 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RAILWAY
 DA0519'BRIDGE NUMBER 164.
 DA0519'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0519'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0623 ***********************************************************************
 DA0623  DESIGNATION -  F 360
 DA0623  PID         -  DA0623
 DA0623  STATE/COUNTY-  AZ/MARICOPA
 DA0623  USGS QUAD   -  BOSQUE (1973)
 DA0623
 DA0623                         *CURRENT SURVEY CONTROL
 DA0623  ___________________________________________________________________
 DA0623* NAD 83(1986)-  32 58 40.     (N)    112 32 06.     (W)     SCALED    
 DA0623* NAVD 88     -       350.823  (meters)    1150.99   (feet)  ADJUSTED  
 DA0623  ___________________________________________________________________
 DA0623  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DA0623  DYNAMIC HT  -         350.402 (meters)    1149.61  (feet)  COMP
 DA0623  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DA0623
 DA0623  VERT ORDER  -  FIRST     CLASS II
 DA0623
 DA0623.The horizontal coordinates were scaled from a topographic map and have
 DA0623.an estimated accuracy of +/- 6 seconds.
 DA0623
 DA0623.The orthometric height was determined by differential leveling
 DA0623.and adjusted by the National Geodetic Survey in June 1991..
 DA0623
 DA0623.The geoid height was determined by GEOID03.
 DA0623
 DA0623.The dynamic height is computed by dividing the NAVD 88
 DA0623.geopotential number by the normal gravity value computed on the
 DA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0623.degrees latitude (g = 980.6199 gals.).
 DA0623
 DA0623.The modeled gravity was interpolated from observed gravity values.
 DA0623
 DA0623;                    North         East    Units  Estimated Accuracy
 DA0623;SPC AZ C     -   219,460.      155,570.      MT  (+/- 180 meters Scaled)
 DA0623
 DA0623                          SUPERSEDED SURVEY CONTROL
 DA0623
 DA0623  NGVD 29 (??/??/92)  350.188  (m)         1148.91   (f) ADJ UNCH    1 2
 DA0623
 DA0623.Superseded values are not recommended for survey control.
 DA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0623.See file dsdata.txt to determine how the superseded data were derived.
 DA0623
 DA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB565498(NAD 83)
 DA0623_MARKER: DB = BENCH MARK DISK
 DA0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0623_STAMPING: F 360 1967
 DA0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0623+STABILITY: SURFACE MOTION
 DA0623
 DA0623  HISTORY     - Date     Condition        Report By
 DA0623  HISTORY     - 1967     MONUMENTED       CGS
 DA0623  HISTORY     - 1980     GOOD             NGS
 DA0623  HISTORY     - 1980     GOOD             NGS
 DA0623  HISTORY     - 19941202 GOOD             USPSQD
 DA0623
 DA0623                          STATION DESCRIPTION
 DA0623
 DA0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0623'10.7 MI E FROM GILA BEND.
 DA0623'10.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0623'AT GILA BEND, IN S 23, T 5 S, R 3 W, 13 RAILS EAST OF A METAL BATTERY
 DA0623'BOX AND SEMAPHORE, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 DA0623'8 FEET WEST OF TELEGRAPH POLE NUMBER 59-F, IN LINE WITH A ROW OF
 DA0623'POLES, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DA0623'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0623'9 INCHES.
 DA0623
 DA0623                          STATION RECOVERY (1980)
 DA0623
 DA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0623'RECOVERED IN GOOD CONDITION.
 DA0623
 DA0623                          STATION RECOVERY (1980)
 DA0623
 DA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0623'RECOVERED IN GOOD CONDITION.
 DA0623
 DA0623                          STATION RECOVERY (1994)
 DA0623
 DA0623'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0821 ***********************************************************************
 DV0821  DESIGNATION -  F 361
 DV0821  PID         -  DV0821
 DV0821  STATE/COUNTY-  AZ/MARICOPA
 DV0821  USGS QUAD   -  COTTON CENTER (1973)
 DV0821
 DV0821                         *CURRENT SURVEY CONTROL
 DV0821  ___________________________________________________________________
 DV0821* NAD 83(1986)-  33 02 36.     (N)    112 39 57.     (W)     SCALED    
 DV0821* NAVD 88     -       209.56   (+/-2cm)     687.5    (feet)  VERTCON   
 DV0821  ___________________________________________________________________
 DV0821  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV0821
 DV0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0821
 DV0821.The horizontal coordinates were scaled from a topographic map and have
 DV0821.an estimated accuracy of +/- 6 seconds.
 DV0821
 DV0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0821.The vertical order pertains to the NGVD 29 superseded value.
 DV0821
 DV0821.The geoid height was determined by GEOID03.
 DV0821
 DV0821;                    North         East    Units  Estimated Accuracy
 DV0821;SPC AZ C     -   226,810.      143,390.      MT  (+/- 180 meters Scaled)
 DV0821
 DV0821                          SUPERSEDED SURVEY CONTROL
 DV0821
 DV0821  NGVD 29 (??/??/92)  208.936  (m)          685.48   (f) ADJ UNCH    1 2
 DV0821
 DV0821.Superseded values are not recommended for survey control.
 DV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0821.See file dsdata.txt to determine how the superseded data were derived.
 DV0821
 DV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444573(NAD 83)
 DV0821_MARKER: DB = BENCH MARK DISK
 DV0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0821_SP_SET: 32 FEET
 DV0821_STAMPING: F 361 1967
 DV0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0821
 DV0821  HISTORY     - Date     Condition        Report By
 DV0821  HISTORY     - 1967     MONUMENTED       CGS
 DV0821  HISTORY     - 1968     GOOD             NGS
 DV0821  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0821
 DV0821                          STATION DESCRIPTION
 DV0821
 DV0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0821'7.9 MI N FROM GILA BEND.
 DV0821'0.85 EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GILA
 DV0821'BEND, THENCE 7.05 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD
 DV0821'U. S. HIGHWAY 80, IN SECTION 28, T 4 S, R 4 W, 53 FEET WEST OF THE
 DV0821'CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF A
 DV0821'PRIVATE ROAD WHICH LEADS WEST, 18 FEET EAST-SOUTHEAST OF POWER POLE
 DV0821'NUMBER 35 WHICH IS BRACED BY A GUY WIRE, 9 FEET SOUTHWEST OF POWER
 DV0821'POLE NUMBER 81, 2 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL
 DV0821'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 DV0821'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32
 DV0821'FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 DV0821
 DV0821                          STATION RECOVERY (1968)
 DV0821
 DV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DV0821'RECOVERED IN GOOD CONDITION.
 DV0821
 DV0821                          STATION RECOVERY (1981)
 DV0821
 DV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0821'BELIEVED DESTROYED BY THE CONSTRUCTION OF A POWER SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0770 ***********************************************************************
 DV0770  DESIGNATION -  F 362
 DV0770  PID         -  DV0770
 DV0770  STATE/COUNTY-  AZ/MARICOPA
 DV0770  USGS QUAD   -  WINTERSBURG (1984)
 DV0770
 DV0770                         *CURRENT SURVEY CONTROL
 DV0770  ___________________________________________________________________
 DV0770* NAD 83(1986)-  33 25 27.     (N)    112 52 01.     (W)     SCALED    
 DV0770* NAVD 88     -       306.349  (meters)    1005.08   (feet)  ADJUSTED  
 DV0770  ___________________________________________________________________
 DV0770  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0770  DYNAMIC HT  -         305.996 (meters)    1003.92  (feet)  COMP
 DV0770  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV0770
 DV0770  VERT ORDER  -  FIRST     CLASS II
 DV0770
 DV0770.The horizontal coordinates were scaled from a topographic map and have
 DV0770.an estimated accuracy of +/- 6 seconds.
 DV0770
 DV0770.The orthometric height was determined by differential leveling
 DV0770.and adjusted by the National Geodetic Survey in June 1991..
 DV0770
 DV0770.The geoid height was determined by GEOID03.
 DV0770
 DV0770.The dynamic height is computed by dividing the NAVD 88
 DV0770.geopotential number by the normal gravity value computed on the
 DV0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0770.degrees latitude (g = 980.6199 gals.).
 DV0770
 DV0770.The modeled gravity was interpolated from observed gravity values.
 DV0770
 DV0770;                    North         East    Units  Estimated Accuracy
 DV0770;SPC AZ C     -   269,190.      124,990.      MT  (+/- 180 meters Scaled)
 DV0770
 DV0770                          SUPERSEDED SURVEY CONTROL
 DV0770
 DV0770  NGVD 29 (??/??/92)  305.766  (m)         1003.17   (f) ADJ UNCH    1 2
 DV0770
 DV0770.Superseded values are not recommended for survey control.
 DV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0770.See file dsdata.txt to determine how the superseded data were derived.
 DV0770
 DV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB264998(NAD 83)
 DV0770_MARKER: DB = BENCH MARK DISK
 DV0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0770_STAMPING: F 362 1967
 DV0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0770+STABILITY: SURFACE MOTION
 DV0770
 DV0770  HISTORY     - Date     Condition        Report By
 DV0770  HISTORY     - 1967     MONUMENTED       CGS
 DV0770  HISTORY     - 1981     GOOD             NGS
 DV0770
 DV0770                          STATION DESCRIPTION
 DV0770
 DV0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0770'9.9 MI NW FROM HASSAYAMPA.
 DV0770'9.9 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0770'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 15, T 1 N, R 6 W,
 DV0770'0.1 MILE SOUTHEAST OF A SMALL CONCRETE BLOCK COMMERCIAL BUILDING, 175
 DV0770'YARDS SOUTHEAST OF THE CENTER OF AN INTERSECTION OF THE ROAD AND
 DV0770'WINTER BURG ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 DV0770'8.0 FEET NORTH WEST OF POWER POLE NUMBER 12DOW5, 1.7 FEET EAST OF A
 DV0770'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV0770'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0770
 DV0770                          STATION RECOVERY (1981)
 DV0770
 DV0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0986 ***********************************************************************
 CZ0986  DESIGNATION -  F 363
 CZ0986  PID         -  CZ0986
 CZ0986  STATE/COUNTY-  AZ/PINAL
 CZ0986  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0986
 CZ0986                         *CURRENT SURVEY CONTROL
 CZ0986  ___________________________________________________________________
 CZ0986* NAD 83(1986)-  32 54 02.     (N)    111 47 42.     (W)     SCALED    
 CZ0986* NAVD 88     -       415.450  (meters)    1363.02   (feet)  ADJUSTED  
 CZ0986  ___________________________________________________________________
 CZ0986  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ0986  DYNAMIC HT  -         414.944 (meters)    1361.36  (feet)  COMP
 CZ0986  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CZ0986
 CZ0986  VERT ORDER  -  FIRST     CLASS II
 CZ0986
 CZ0986.The horizontal coordinates were scaled from a topographic map and have
 CZ0986.an estimated accuracy of +/- 6 seconds.
 CZ0986
 CZ0986.The orthometric height was determined by differential leveling
 CZ0986.and adjusted by the National Geodetic Survey in June 1991..
 CZ0986
 CZ0986.The geoid height was determined by GEOID03.
 CZ0986
 CZ0986.The dynamic height is computed by dividing the NAVD 88
 CZ0986.geopotential number by the normal gravity value computed on the
 CZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0986.degrees latitude (g = 980.6199 gals.).
 CZ0986
 CZ0986.The modeled gravity was interpolated from observed gravity values.
 CZ0986
 CZ0986;                    North         East    Units  Estimated Accuracy
 CZ0986;SPC AZ C     -   210,730.      224,740.      MT  (+/- 180 meters Scaled)
 CZ0986
 CZ0986                          SUPERSEDED SURVEY CONTROL
 CZ0986
 CZ0986  NGVD 29 (??/??/92)  414.676  (m)         1360.48   (f) ADJ UNCH    1 2
 CZ0986
 CZ0986.Superseded values are not recommended for survey control.
 CZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0986.See file dsdata.txt to determine how the superseded data were derived.
 CZ0986
 CZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB256405(NAD 83)
 CZ0986_MARKER: DB = BENCH MARK DISK
 CZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0986_STAMPING: F 363 1967
 CZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0986+STABILITY: SURFACE MOTION
 CZ0986
 CZ0986  HISTORY     - Date     Condition        Report By
 CZ0986  HISTORY     - 1967     MONUMENTED       CGS
 CZ0986  HISTORY     - 1980     GOOD             NGS
 CZ0986  HISTORY     - 1980     GOOD             NGS
 CZ0986
 CZ0986                          STATION DESCRIPTION
 CZ0986
 CZ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0986'2.9 MI NW FROM CASA GRANDE.
 CZ0986'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0986'STATION AT CASA GRANDE, IN S 14, T 6 S, R 5 E, 7 POLES NORTHWEST OF
 CZ0986'THE CROSSING OF THE RAILROAD AND AN ABANDONED ROAD, 42 FEET NORTHEAST
 CZ0986'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 3 1/2 FEET
 CZ0986'SOUTHWEST OF MILEPOST NUMBER 916, 1.3 FEET SOUTHEAST OF A METAL
 CZ0986'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN
 CZ0986'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CZ0986
 CZ0986                          STATION RECOVERY (1980)
 CZ0986
 CZ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0986'RECOVERED IN GOOD CONDITION.
 CZ0986
 CZ0986                          STATION RECOVERY (1980)
 CZ0986
 CZ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0393 ***********************************************************************
 CZ0393  DESIGNATION -  F 364
 CZ0393  PID         -  CZ0393
 CZ0393  STATE/COUNTY-  AZ/PINAL
 CZ0393  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0393
 CZ0393                         *CURRENT SURVEY CONTROL
 CZ0393  ___________________________________________________________________
 CZ0393* NAD 83(1986)-  32 59 44.     (N)    111 24 59.     (W)     SCALED    
 CZ0393* NAVD 88     -       462.850  (meters)    1518.53   (feet)  ADJUSTED  
 CZ0393  ___________________________________________________________________
 CZ0393  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0393  DYNAMIC HT  -         462.281 (meters)    1516.67  (feet)  COMP
 CZ0393  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 CZ0393
 CZ0393  VERT ORDER  -  FIRST     CLASS II
 CZ0393
 CZ0393.The horizontal coordinates were scaled from a topographic map and have
 CZ0393.an estimated accuracy of +/- 6 seconds.
 CZ0393
 CZ0393.The orthometric height was determined by differential leveling
 CZ0393.and adjusted by the National Geodetic Survey in November 1993..
 CZ0393
 CZ0393.The geoid height was determined by GEOID03.
 CZ0393
 CZ0393.The dynamic height is computed by dividing the NAVD 88
 CZ0393.geopotential number by the normal gravity value computed on the
 CZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0393.degrees latitude (g = 980.6199 gals.).
 CZ0393
 CZ0393.The modeled gravity was interpolated from observed gravity values.
 CZ0393
 CZ0393;                    North         East    Units  Estimated Accuracy
 CZ0393;SPC AZ C     -   221,370.      260,110.      MT  (+/- 180 meters Scaled)
 CZ0393
 CZ0393                          SUPERSEDED SURVEY CONTROL
 CZ0393
 CZ0393  NGVD 29 (??/??/92)  462.323  (m)         1516.80   (f) ADJ UNCH    1 2
 CZ0393
 CZ0393.Superseded values are not recommended for survey control.
 CZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0393.See file dsdata.txt to determine how the superseded data were derived.
 CZ0393
 CZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611508(NAD 83)
 CZ0393_MARKER: DB = BENCH MARK DISK
 CZ0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0393_SP_SET: COPPER-CLAD STEEL ROD
 CZ0393_STAMPING: F 364 1967
 CZ0393_MARK LOGO: CGS   
 CZ0393_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0393+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 CZ0393
 CZ0393  HISTORY     - Date     Condition        Report By
 CZ0393  HISTORY     - 1967     MONUMENTED       CGS
 CZ0393  HISTORY     - 19920104 GOOD             NGS
 CZ0393
 CZ0393                          STATION DESCRIPTION
 CZ0393
 CZ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0393'4.15 MI SW FROM FLORENCE.
 CZ0393'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0393'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0393'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 CZ0393'GRAVELED ROAD, IN S 15, T 5 S, R 9 E, 30 FEET EAST OF THE CENTER LINE
 CZ0393'OF THE ROAD, 25 FEET NORTHEAST OF THE NORTH END OF THE EAST HEAD WALL
 CZ0393'OF A CONCRETE CULVERT, 23 FEET NORTH OF THE NORTH BANK OF AN
 CZ0393'IRRIGATION CANAL, 7 FEET EAST OF A FENCE, 1/2 FOOT NORTH OF A FENCE,
 CZ0393'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 CZ0393'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CZ0393'IS DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 CZ0393'PROJECTING 2 INCHES.
 CZ0393
 CZ0393                          STATION RECOVERY (1992)
 CZ0393
 CZ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0393'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0393'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0393'ALONG CANAL ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG SELLERS
 CZ0393'STREET, 9.0 M (29.5 FT) EAST OF THE STREET CENTER, 8.3 M (27.2 FT)
 CZ0393'NORTHEAST OF THE NORTH END OF A HEADWALL, 7.2 M (23.6 FT)
 CZ0393'SOUTH-SOUTHEAST OF A UTILITY POLE, 3.4 M (11.2 FT) SOUTH OF AND LEVEL
 CZ0393'WITH THE CENTER OF A FIELD ROAD, AND 0.2 M (0.7 FT) NORTH OF A
 CZ0393'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 CZ0393'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0060 ***********************************************************************
 DV0060  DESIGNATION -  F 365
 DV0060  PID         -  DV0060
 DV0060  STATE/COUNTY-  AZ/MARICOPA
 DV0060  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0060
 DV0060                         *CURRENT SURVEY CONTROL
 DV0060  ___________________________________________________________________
 DV0060* NAD 83(1986)-  33 40 05.     (N)    112 12 10.     (W)     SCALED    
 DV0060* NAVD 88     -       383.512  (meters)    1258.24   (feet)  ADJUSTED  
 DV0060  ___________________________________________________________________
 DV0060  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0060  DYNAMIC HT  -         383.069 (meters)    1256.79  (feet)  COMP
 DV0060  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 DV0060
 DV0060  VERT ORDER  -  FIRST     CLASS II
 DV0060
 DV0060.The horizontal coordinates were scaled from a topographic map and have
 DV0060.an estimated accuracy of +/- 6 seconds.
 DV0060
 DV0060.The orthometric height was determined by differential leveling
 DV0060.and adjusted by the National Geodetic Survey in June 1991..
 DV0060
 DV0060.The geoid height was determined by GEOID03.
 DV0060
 DV0060.The dynamic height is computed by dividing the NAVD 88
 DV0060.geopotential number by the normal gravity value computed on the
 DV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0060.degrees latitude (g = 980.6199 gals.).
 DV0060
 DV0060.The modeled gravity was interpolated from observed gravity values.
 DV0060
 DV0060;                    North         East    Units  Estimated Accuracy
 DV0060;SPC AZ C     -   295,880.      186,830.      MT  (+/- 180 meters Scaled)
 DV0060
 DV0060                          SUPERSEDED SURVEY CONTROL
 DV0060
 DV0060  NGVD 29 (??/??/92)  382.982  (m)         1256.50   (f) ADJ UNCH    1 2
 DV0060
 DV0060.Superseded values are not recommended for survey control.
 DV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0060.See file dsdata.txt to determine how the superseded data were derived.
 DV0060
 DV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884260(NAD 83)
 DV0060_MARKER: DB = BENCH MARK DISK
 DV0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0060_SP_SET: PLATFORM
 DV0060_STAMPING: F 365 1967
 DV0060_MARK LOGO: CGS   
 DV0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0060
 DV0060  HISTORY     - Date     Condition        Report By
 DV0060  HISTORY     - 1967     MONUMENTED       CGS
 DV0060  HISTORY     - 1981     GOOD             NGS
 DV0060  HISTORY     - 1982     GOOD             AZDT
 DV0060
 DV0060                          STATION DESCRIPTION
 DV0060
 DV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0060'9.6 MI NE FROM SUN CITY.
 DV0060'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0060'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 DV0060'EAST CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST
 DV0060'ACROSS BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A
 DV0060'GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS
 DV0060'67TH AVENUE, IN SECTION 30, T 4 N, R 2 E, 48 FEET EAST OF THE CENTER
 DV0060'LINE OF THE AVENUE, 65 1/2 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 DV0060'ROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM
 DV0060'WHICH IS POURED AROUND AN IRRIGATION WELL, 6 FEET SOUTHEAST OF A SMALL
 DV0060'METAL METER BOX, 22 FEET SOUTHWEST OF AN ELECTRIC PUMP, ABOUT FLUSH
 DV0060'WITH THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0060
 DV0060                          STATION RECOVERY (1981)
 DV0060
 DV0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0060'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0060'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV0060'ALONG BEARDSLEY ROAD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DV0060'67TH AVENUE, AT AN ABANDONED IRRIGATION DEEP WATER WELL, IN TOP OF THE
 DV0060'NORTHWEST CORNER OF THE CONCRETE PAD WHICH IS ATTACHED TO THE CASING,
 DV0060'19.9 METERS (65.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 14.6 METERS
 DV0060'(48 FT) EAST OF THE CENTERLINE OF THE AVENUE, 6.7 METERS (22.0 FT)
 DV0060'SOUTHWEST OF AN ELECTRIC PUMP, 1.8 METERS (6 FT) SOUTHEAST OF A SMALL
 DV0060'METER BOX.
 DV0060'THE MARK IS 0.5 M ABOVE THE AVENUE.
 DV0060
 DV0060                          STATION RECOVERY (1982)
 DV0060
 DV0060'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0554 ***********************************************************************
 DV0554  DESIGNATION -  F 366
 DV0554  PID         -  DV0554
 DV0554  STATE/COUNTY-  AZ/MARICOPA
 DV0554  USGS QUAD   -  PERRYVILLE (1982)
 DV0554
 DV0554                         *CURRENT SURVEY CONTROL
 DV0554  ___________________________________________________________________
 DV0554* NAD 83(1986)-  33 27 52.     (N)    112 27 40.     (W)     SCALED    
 DV0554* NAVD 88     -       320.943  (meters)    1052.96   (feet)  ADJUSTED  
 DV0554  ___________________________________________________________________
 DV0554  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0554  DYNAMIC HT  -         320.575 (meters)    1051.75  (feet)  COMP
 DV0554  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0554
 DV0554  VERT ORDER  -  FIRST     CLASS II
 DV0554
 DV0554.The horizontal coordinates were scaled from a topographic map and have
 DV0554.an estimated accuracy of +/- 6 seconds.
 DV0554
 DV0554.The orthometric height was determined by differential leveling
 DV0554.and adjusted by the National Geodetic Survey in June 1991..
 DV0554
 DV0554.The geoid height was determined by GEOID03.
 DV0554
 DV0554.The dynamic height is computed by dividing the NAVD 88
 DV0554.geopotential number by the normal gravity value computed on the
 DV0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0554.degrees latitude (g = 980.6199 gals.).
 DV0554
 DV0554.The modeled gravity was interpolated from observed gravity values.
 DV0554
 DV0554;                    North         East    Units  Estimated Accuracy
 DV0554;SPC AZ C     -   273,390.      162,750.      MT  (+/- 180 meters Scaled)
 DV0554
 DV0554                          SUPERSEDED SURVEY CONTROL
 DV0554
 DV0554  NGVD 29 (??/??/92)  320.313  (m)         1050.89   (f) ADJ UNCH    1 2
 DV0554
 DV0554.Superseded values are not recommended for survey control.
 DV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0554.See file dsdata.txt to determine how the superseded data were derived.
 DV0554
 DV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642037(NAD 83)
 DV0554_MARKER: DB = BENCH MARK DISK
 DV0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0554_SP_SET: 27 FEET
 DV0554_STAMPING: F 366 1967
 DV0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0554+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DV0554
 DV0554  HISTORY     - Date     Condition        Report By
 DV0554  HISTORY     - 1967     MONUMENTED       CGS
 DV0554  HISTORY     - 1981     GOOD             NGS
 DV0554  HISTORY     - 1981     GOOD             AZDT
 DV0554  HISTORY     - 20040719 GOOD             SWGEOM
 DV0554
 DV0554                          STATION DESCRIPTION
 DV0554
 DV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0554'8.0 MI NW FROM GOODYEAR.
 DV0554'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0554'THENCE 2.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 3, T 1 N, R 2 W,
 DV0554'119 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE
 DV0554'ROAD AND MCDOWELL ROAD, 94 FEET EAST OF THE CENTER LINE OF PERRYVILLE
 DV0554'ROAD, 74 FEET SOUTH OF THE CENTER LINE OF MCDOWELL ROAD, 19 1/2 FEET
 DV0554'EAST OF THE MORE EASTERLY OF 2 POWER POLES WHICH SUPPORT 3
 DV0554'TRANSFORMERS, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DV0554'ABOVE THE LEVEL OF THE ROADS, AND ON THE TOP OF A 5/8-INCH COPPER
 DV0554'COATED ROD THAT IS DRIVEN TO A DEPTH OF 27 FEET AND IS ENCASED IN A
 DV0554'5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 DV0554
 DV0554                          STATION RECOVERY (1981)
 DV0554
 DV0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0554'RECOVERED IN GOOD CONDITION.
 DV0554
 DV0554                          STATION RECOVERY (1981)
 DV0554
 DV0554'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0554'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0554'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0554'THE MARK ON THE SOUTHEAST CORNER OF PERRYVILLE ROAD AND WEST MCDOWELL
 DV0554'ROAD, 73.7 FT (22.5 M) SOUTH OF THE CENTERLINE OF MCDOWELL, 84.5 FEET
 DV0554'(25.76 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 1.0 FT (0.3 M)
 DV0554'EAST OF WITNESS POST, 18.5 FT (5.64 M) NORTHEAST OF CGS BM E366.
 DV0554'A STANDARD CGS BRASS DISC ON A PIPE 0.3 FT (0.09 M) ABOVE GROUND
 DV0554
 DV0554                          STATION RECOVERY (2004)
 DV0554
 DV0554'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 DV0554'POINT IS LOCATED INSIDE AN ARIZONA WATER COMPANY WORK YARD. CONTACT
 DV0554'PHONE 623-853-9302.
 DV0554'WITNESS POST HAS BEEN REMOVED AND WAS FOUND LYING BY FENCE IN WORK
 DV0554'YARD. STATION IS 18 FEET SOUTH OF CHAIN LINK FENCE, 11.5 FEET EAST OF
 DV0554'WATER PIPE, 26.3 FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING, AND
 DV0554'18.5 FEET NORTHEAST OF DV0552   E 366.
 DV0554'OBSERVED W/ GPS OPUS, NAD83(CORS96)(EPOCH 2002.0000) N 33D 27M
 DV0554'52.08566S W 112D 27M 40.38380S ELIP HGT 290.625 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0635 ***********************************************************************
 CG0635  DESIGNATION -  F 38
 CG0635  PID         -  CG0635
 CG0635  STATE/COUNTY-  AZ/PIMA
 CG0635  USGS QUAD   -  SELLS EAST (1982)
 CG0635
 CG0635                         *CURRENT SURVEY CONTROL
 CG0635  ___________________________________________________________________
 CG0635* NAD 83(1986)-  31 55 37.     (N)    111 47 41.     (W)     SCALED    
 CG0635* NAVD 88     -       789.90   (+/-2cm)    2591.5    (feet)  VERTCON   
 CG0635  ___________________________________________________________________
 CG0635  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CG0635
 CG0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0635
 CG0635.The horizontal coordinates were scaled from a topographic map and have
 CG0635.an estimated accuracy of +/- 6 seconds.
 CG0635
 CG0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0635.The vertical order pertains to the NGVD 29 superseded value.
 CG0635
 CG0635.The geoid height was determined by GEOID03.
 CG0635
 CG0635;                    North         East    Units  Estimated Accuracy
 CG0635;SPC AZ C     -   102,770.      224,890.      MT  (+/- 180 meters Scaled)
 CG0635
 CG0635                          SUPERSEDED SURVEY CONTROL
 CG0635
 CG0635  NGVD 29 (??/??/92)  789.197  (m)         2589.22   (f) ADJ UNCH    2 0
 CG0635
 CG0635.Superseded values are not recommended for survey control.
 CG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0635.See file dsdata.txt to determine how the superseded data were derived.
 CG0635
 CG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA248326(NAD 83)
 CG0635_MARKER: DB = BENCH MARK DISK
 CG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0635_STAMPING: F 38 1933 2589.362
 CG0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0635+STABILITY: SURFACE MOTION
 CG0635
 CG0635  HISTORY     - Date     Condition        Report By
 CG0635  HISTORY     - 1933     MONUMENTED       CGS
 CG0635  HISTORY     - 1952     GOOD             NGS
 CG0635
 CG0635                          STATION DESCRIPTION
 CG0635
 CG0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0635'5.85 MI E FROM SELLS.
 CG0635'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0635'THENCE 4.35 MILES EAST ALONG STATE HIGHWAY 86, 0.15 MILE WEST OF THE T
 CG0635'JUNCTION OF DIRT ROADS LEADING SOUTHEAST AND SOUTHWEST, 0.15 MILE WEST
 CG0635'OF A LARGE CONCRETE BRIDGE OVER A WASH, 99 1/2 FEET SOUTH OF THE
 CG0635'CENTER LINE OF THE HIGHWAY, 20.1 FEET SOUTH OF AN EAST-WEST FENCE
 CG0635'LINE, 24.3 FEET NORTHWEST OF A TELEPHONE POLE, 2.3 FEET NORTH OF A
 CG0635'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CG0635'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0188 ***********************************************************************
 FR0188  DESIGNATION -  F 385
 FR0188  PID         -  FR0188
 FR0188  STATE/COUNTY-  AZ/YAVAPAI
 FR0188  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0188
 FR0188                         *CURRENT SURVEY CONTROL
 FR0188  ___________________________________________________________________
 FR0188* NAD 83(1986)-  35 21 33.     (N)    112 58 24.     (W)     SCALED    
 FR0188* NAVD 88     -      1594.206  (meters)    5230.32   (feet)  ADJUSTED  
 FR0188  ___________________________________________________________________
 FR0188  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0188  DYNAMIC HT  -        1592.118 (meters)    5223.47  (feet)  COMP
 FR0188  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 FR0188
 FR0188  VERT ORDER  -  SECOND    CLASS 0
 FR0188
 FR0188.The horizontal coordinates were scaled from a topographic map and have
 FR0188.an estimated accuracy of +/- 6 seconds.
 FR0188
 FR0188.The orthometric height was determined by differential leveling
 FR0188.and adjusted by the National Geodetic Survey in June 1991..
 FR0188
 FR0188.The geoid height was determined by GEOID03.
 FR0188
 FR0188.The dynamic height is computed by dividing the NAVD 88
 FR0188.geopotential number by the normal gravity value computed on the
 FR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0188.degrees latitude (g = 980.6199 gals.).
 FR0188
 FR0188.The modeled gravity was interpolated from observed gravity values.
 FR0188
 FR0188;                    North         East    Units  Estimated Accuracy
 FR0188;SPC AZ C     -   483,930.      117,330.      MT  (+/- 180 meters Scaled)
 FR0188
 FR0188                          SUPERSEDED SURVEY CONTROL
 FR0188
 FR0188  NGVD 29 (??/??/92) 1593.315  (m)         5227.40   (f) ADJ UNCH    2 0
 FR0188
 FR0188.Superseded values are not recommended for survey control.
 FR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0188.See file dsdata.txt to determine how the superseded data were derived.
 FR0188
 FR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE207146(NAD 83)
 FR0188_MARKER: DB = BENCH MARK DISK
 FR0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0188_SP_SET: FOUNDATION
 FR0188_STAMPING: F 385 1968
 FR0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0188
 FR0188  HISTORY     - Date     Condition        Report By
 FR0188  HISTORY     - 1968     MONUMENTED       CGS
 FR0188  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0188  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0188
 FR0188                          STATION DESCRIPTION
 FR0188
 FR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0188'6.3 MI W FROM SELIGMAN.
 FR0188'6.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0188'THE STATION AT SELIGMAN, 4 POLES NORTHWEST OF MILEPOST 435, IN THE TOP
 FR0188'AND 1.7 FEET NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE FOUNDATION
 FR0188'OF A FORMER SIGNAL, 8.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 FR0188'NORTHEAST TRACK, 58.8 FEET NORTHWEST AND ACROSS THE TRACK FROM A
 FR0188'TELEPHONE POLE, 21 FEET WEST OF A TELEPHONE POLE, AND ABOUT LEVEL WITH
 FR0188'THE TRACK.
 FR0188
 FR0188                          STATION RECOVERY (1975)
 FR0188
 FR0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0188'MARK NOT FOUND.
 FR0188
 FR0188                          STATION RECOVERY (1982)
 FR0188
 FR0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0188'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0311 ***********************************************************************
 FR0311  DESIGNATION -  F 386
 FR0311  PID         -  FR0311
 FR0311  STATE/COUNTY-  AZ/COCONINO
 FR0311  USGS QUAD   -  RHODES CANYON (1981)
 FR0311
 FR0311                         *CURRENT SURVEY CONTROL
 FR0311  ___________________________________________________________________
 FR0311* NAD 83(1986)-  35 36 33.     (N)    112 53 43.     (W)     SCALED    
 FR0311* NAVD 88     -      1847.526  (meters)    6061.42   (feet)  POSTED    
 FR0311  ___________________________________________________________________
 FR0311  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FR0311  DYNAMIC HT  -        1845.080 (meters)    6053.40  (feet)  COMP
 FR0311  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 FR0311
 FR0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0311
 FR0311.The horizontal coordinates were scaled from a topographic map and have
 FR0311.an estimated accuracy of +/- 6 seconds.
 FR0311
 FR0311.The orthometric height was determined by differential leveling
 FR0311.and adjusted by the National Geodetic Survey in 1992..
 FR0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0311.rate of 0.0 thru 1.0 mm/km.
 FR0311
 FR0311.The geoid height was determined by GEOID03.
 FR0311
 FR0311.The dynamic height is computed by dividing the NAVD 88
 FR0311.geopotential number by the normal gravity value computed on the
 FR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0311.degrees latitude (g = 980.6199 gals.).
 FR0311
 FR0311.The modeled gravity was interpolated from observed gravity values.
 FR0311
 FR0311;                    North         East    Units  Estimated Accuracy
 FR0311;SPC AZ C     -   511,590.      124,700.      MT  (+/- 180 meters Scaled)
 FR0311
 FR0311                          SUPERSEDED SURVEY CONTROL
 FR0311
 FR0311  NGVD 29 (??/??/92) 1846.622  (m)         6058.46   (f) ADJ UNCH    2 0
 FR0311
 FR0311.Superseded values are not recommended for survey control.
 FR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0311.See file dsdata.txt to determine how the superseded data were derived.
 FR0311
 FR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE283422(NAD 83)
 FR0311_MARKER: DB = BENCH MARK DISK
 FR0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0311_SP_SET: ROD
 FR0311_STAMPING: F 386 1968
 FR0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0311
 FR0311  HISTORY     - Date     Condition        Report By
 FR0311  HISTORY     - 1968     MONUMENTED       CGS
 FR0311
 FR0311                          STATION DESCRIPTION
 FR0311
 FR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0311'23.1 MI N FROM SELIGMAN.
 FR0311'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0311'THE STATION AT SELIGMAN, THENCE 22.05 MILES NORTH ALONG A DIRT ROAD,
 FR0311'0.8 MILE NORTHWEST OF THE CROSSING OF A WASH, 1.0 MILE SOUTHEAST OF A
 FR0311'WATER TANK AND FEED LOTS, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FR0311'ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE FORMER ROAD, 110
 FR0311'FEET NORTHEAST OF A VERY LARGE JUNIPER TREE WHICH IS DEAD BUT STILL
 FR0311'STANDING, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FR0311'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD.  THE UPPER
 FR0311'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.3
 FR0311'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0063 ***********************************************************************
 FR0063  DESIGNATION -  F 387
 FR0063  PID         -  FR0063
 FR0063  STATE/COUNTY-  AZ/COCONINO
 FR0063  USGS QUAD   -  MILLER TANK (1981)
 FR0063
 FR0063                         *CURRENT SURVEY CONTROL
 FR0063  ___________________________________________________________________
 FR0063* NAD 83(1986)-  35 44 50.     (N)    112 18 17.     (W)     SCALED    
 FR0063* NAVD 88     -      1772.700  (meters)    5815.93   (feet)  POSTED    
 FR0063  ___________________________________________________________________
 FR0063  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FR0063  DYNAMIC HT  -        1770.380 (meters)    5808.32  (feet)  COMP
 FR0063  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 FR0063
 FR0063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0063
 FR0063.The horizontal coordinates were scaled from a topographic map and have
 FR0063.an estimated accuracy of +/- 6 seconds.
 FR0063
 FR0063.The orthometric height was determined by differential leveling
 FR0063.and adjusted by the National Geodetic Survey in 1992..
 FR0063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0063.rate of 0.0 thru 1.0 mm/km.
 FR0063
 FR0063.The geoid height was determined by GEOID03.
 FR0063
 FR0063.The dynamic height is computed by dividing the NAVD 88
 FR0063.geopotential number by the normal gravity value computed on the
 FR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0063.degrees latitude (g = 980.6199 gals.).
 FR0063
 FR0063.The modeled gravity was interpolated from observed gravity values.
 FR0063
 FR0063;                    North         East    Units  Estimated Accuracy
 FR0063;SPC AZ C     -   526,540.      178,260.      MT  (+/- 180 meters Scaled)
 FR0063
 FR0063                          SUPERSEDED SURVEY CONTROL
 FR0063
 FR0063  NGVD 29 (??/??/92) 1771.844  (m)         5813.12   (f) ADJ UNCH    2 0
 FR0063
 FR0063.Superseded values are not recommended for survey control.
 FR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0063.See file dsdata.txt to determine how the superseded data were derived.
 FR0063
 FR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE820566(NAD 83)
 FR0063_MARKER: DB = BENCH MARK DISK
 FR0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0063_SP_SET: FOUNDATION
 FR0063_STAMPING: F 387 1968
 FR0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0063
 FR0063  HISTORY     - Date     Condition        Report By
 FR0063  HISTORY     - 1968     MONUMENTED       CGS
 FR0063
 FR0063                          STATION DESCRIPTION
 FR0063
 FR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0063'3.05 MI SW FROM WILLAHA.
 FR0063'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0063'THE SIDING SIGN AT WILLAHA, THENCE 2.25 MILES WEST ALONG A STEEL TOWER
 FR0063'POWER LINE, 3 TOWERS WEST OF BENCH MARK E 387, IN THE TOP OF THE
 FR0063'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 768, 53 FEET
 FR0063'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0063'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0336 ***********************************************************************
 FR0336  DESIGNATION -  F 388
 FR0336  PID         -  FR0336
 FR0336  STATE/COUNTY-  AZ/COCONINO
 FR0336  USGS QUAD   -  BLACK TANK (1980)
 FR0336
 FR0336                         *CURRENT SURVEY CONTROL
 FR0336  ___________________________________________________________________
 FR0336* NAD 83(1986)-  35 42 40.     (N)    112 38 34.     (W)     SCALED    
 FR0336* NAVD 88     -      1709.865  (meters)    5609.78   (feet)  POSTED    
 FR0336  ___________________________________________________________________
 FR0336  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FR0336  DYNAMIC HT  -        1707.660 (meters)    5602.55  (feet)  COMP
 FR0336  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 FR0336
 FR0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0336
 FR0336.The horizontal coordinates were scaled from a topographic map and have
 FR0336.an estimated accuracy of +/- 6 seconds.
 FR0336
 FR0336.The orthometric height was determined by differential leveling
 FR0336.and adjusted by the National Geodetic Survey in 1992..
 FR0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0336.rate of 0.0 thru 1.0 mm/km.
 FR0336
 FR0336.The geoid height was determined by GEOID03.
 FR0336
 FR0336.The dynamic height is computed by dividing the NAVD 88
 FR0336.geopotential number by the normal gravity value computed on the
 FR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0336.degrees latitude (g = 980.6199 gals.).
 FR0336
 FR0336.The modeled gravity was interpolated from observed gravity values.
 FR0336
 FR0336;                    North         East    Units  Estimated Accuracy
 FR0336;SPC AZ C     -   522,710.      147,660.      MT  (+/- 180 meters Scaled)
 FR0336
 FR0336                          SUPERSEDED SURVEY CONTROL
 FR0336
 FR0336  NGVD 29 (??/??/92) 1709.017  (m)         5607.00   (f) ADJ UNCH    2 0
 FR0336
 FR0336.Superseded values are not recommended for survey control.
 FR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0336.See file dsdata.txt to determine how the superseded data were derived.
 FR0336
 FR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE513531(NAD 83)
 FR0336_MARKER: DB = BENCH MARK DISK
 FR0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0336_SP_SET: FOUNDATION
 FR0336_STAMPING: F 388 1968
 FR0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0336
 FR0336  HISTORY     - Date     Condition        Report By
 FR0336  HISTORY     - 1968     MONUMENTED       CGS
 FR0336
 FR0336                          STATION DESCRIPTION
 FR0336
 FR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0336'22.65 MI W FROM WILLAHA.
 FR0336'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0336'THE SIDING SIGN AT WILLAHA, THENCE 21.85 MILES WEST ALONG A STEEL
 FR0336'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK E 388, IN THE TOP OF THE
 FR0336'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 829, 52 FEET
 FR0336'SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0336'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0360 ***********************************************************************
 FR0360  DESIGNATION -  F 389
 FR0360  PID         -  FR0360
 FR0360  STATE/COUNTY-  AZ/COCONINO
 FR0360  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0360
 FR0360                         *CURRENT SURVEY CONTROL
 FR0360  ___________________________________________________________________
 FR0360* NAD 83(1986)-  35 52 04.     (N)    112 43 48.     (W)     SCALED    
 FR0360* NAVD 88     -      1736.780  (meters)    5698.09   (feet)  POSTED    
 FR0360  ___________________________________________________________________
 FR0360  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 FR0360  DYNAMIC HT  -        1734.550 (meters)    5690.77  (feet)  COMP
 FR0360  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 FR0360
 FR0360  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0360
 FR0360.The horizontal coordinates were scaled from a topographic map and have
 FR0360.an estimated accuracy of +/- 6 seconds.
 FR0360
 FR0360.The orthometric height was determined by differential leveling
 FR0360.and adjusted by the National Geodetic Survey in 1992..
 FR0360.No vertical observational check was made to the station.
 FR0360.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0360.was located on a no-check spur therefore a value was not computed.
 FR0360
 FR0360.The geoid height was determined by GEOID03.
 FR0360
 FR0360.The dynamic height is computed by dividing the NAVD 88
 FR0360.geopotential number by the normal gravity value computed on the
 FR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0360.degrees latitude (g = 980.6199 gals.).
 FR0360
 FR0360.The modeled gravity was interpolated from observed gravity values.
 FR0360
 FR0360;                    North         East    Units  Estimated Accuracy
 FR0360;SPC AZ C     -   540,150.      139,910.      MT  (+/- 180 meters Scaled)
 FR0360
 FR0360                          SUPERSEDED SURVEY CONTROL
 FR0360
 FR0360  NGVD 29 (??/??/92) 1735.903  (m)         5695.21   (f) ADJ UNCH    2 0
 FR0360
 FR0360.Superseded values are not recommended for survey control.
 FR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0360.See file dsdata.txt to determine how the superseded data were derived.
 FR0360
 FR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE438706(NAD 83)
 FR0360_MARKER: DB = BENCH MARK DISK
 FR0360_SETTING: 66 = SET IN ROCK OUTCROP
 FR0360_SP_SET: OUTCROP LEDGE
 FR0360_STAMPING: F 389 1968
 FR0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0360+STABILITY: POSITION/ELEVATION WELL
 FR0360
 FR0360  HISTORY     - Date     Condition        Report By
 FR0360  HISTORY     - 1968     MONUMENTED       CGS
 FR0360
 FR0360                          STATION DESCRIPTION
 FR0360
 FR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0360'37.85 MI NW FROM WILLAHA.
 FR0360'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0360'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0360'TOWER POWER LINE, THENCE 13.4 MILES NORTH ALONG A TRACK ROAD, 508 FEET
 FR0360'EAST OF THE CENTER LINE OF THE ROAD, AT A LONE GROUP OF WHITE ROCK
 FR0360'WHICH IS ON THE WEST SIDE OF A SMALL RISE, IN THE TOP OF A LEDGE OF AN
 FR0360'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 16.5 FEET
 FR0360'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0826 ***********************************************************************
 CZ0826  DESIGNATION -  F 39
 CZ0826  PID         -  CZ0826
 CZ0826  STATE/COUNTY-  AZ/PIMA
 CZ0826  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0826
 CZ0826                         *CURRENT SURVEY CONTROL
 CZ0826  ___________________________________________________________________
 CZ0826* NAD 83(1986)-  32 09 34.     (N)    111 06 52.     (W)     SCALED    
 CZ0826* NAVD 88     -       756.66   (+/-2cm)    2482.5    (feet)  VERTCON   
 CZ0826  ___________________________________________________________________
 CZ0826  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0826
 CZ0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0826
 CZ0826.The horizontal coordinates were scaled from a topographic map and have
 CZ0826.an estimated accuracy of +/- 6 seconds.
 CZ0826
 CZ0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0826.The vertical order pertains to the NGVD 29 superseded value.
 CZ0826
 CZ0826.The geoid height was determined by GEOID03.
 CZ0826
 CZ0826;                    North         East    Units  Estimated Accuracy
 CZ0826;SPC AZ C     -   128,830.      289,030.      MT  (+/- 180 meters Scaled)
 CZ0826
 CZ0826                          SUPERSEDED SURVEY CONTROL
 CZ0826
 CZ0826  NGVD 29 (??/??/92)  755.977  (m)         2480.23   (f) ADJ UNCH    2 0
 CZ0826
 CZ0826.Superseded values are not recommended for survey control.
 CZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0826.See file dsdata.txt to determine how the superseded data were derived.
 CZ0826
 CZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892581(NAD 83)
 CZ0826_MARKER: DB = BENCH MARK DISK
 CZ0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0826_SP_SET: LAVA OUTCROP
 CZ0826_STAMPING: F 39 2480.500 1933
 CZ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0826
 CZ0826  HISTORY     - Date     Condition        Report By
 CZ0826  HISTORY     - 1933     MONUMENTED       CGS
 CZ0826  HISTORY     - 1951     GOOD             NGS
 CZ0826
 CZ0826                          STATION DESCRIPTION
 CZ0826
 CZ0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0826'8.9 MI SW FROM TUCSON.
 CZ0826'8.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0826'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF A Y JUNCTION OF A ROAD TO
 CZ0826'RANCHO DIABLO, 0.3 MILE EAST OF THE EL PASO NATURAL GAS LINE AND STATE
 CZ0826'HIGHWAY 86 INTERSECTION, AND SET IN THE TOP OF A 2 BY 4 FOOT LAVA
 CZ0826'OUTCROP PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 90 YARDS NORTH
 CZ0826'OF THE NORTH BASE OF SNYDERS BUTE, 72 FEET SOUTH OF THE CENTER LINE OF
 CZ0826'THE STATE HIGHWAY 86, 27 FEET SOUTH OF A POWER LINE WHERE IT
 CZ0826'INTERSECTS A TELEPHONE LINE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0072 ***********************************************************************
 EU0072  DESIGNATION -  F 391
 EU0072  PID         -  EU0072
 EU0072  STATE/COUNTY-  AZ/MOHAVE
 EU0072  USGS QUAD   -  YUCCA (1970)
 EU0072
 EU0072                         *CURRENT SURVEY CONTROL
 EU0072  ___________________________________________________________________
 EU0072* NAD 83(1986)-  34 50 10.     (N)    114 08 46.     (W)     SCALED    
 EU0072* NAVD 88     -       534.427  (meters)    1753.37   (feet)  ADJUSTED  
 EU0072  ___________________________________________________________________
 EU0072  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EU0072  DYNAMIC HT  -         533.833 (meters)    1751.42  (feet)  COMP
 EU0072  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 EU0072
 EU0072  VERT ORDER  -  FIRST     CLASS II
 EU0072
 EU0072.The horizontal coordinates were scaled from a topographic map and have
 EU0072.an estimated accuracy of +/- 6 seconds.
 EU0072
 EU0072.The orthometric height was determined by differential leveling
 EU0072.and adjusted by the National Geodetic Survey in June 1991..
 EU0072
 EU0072.The geoid height was determined by GEOID03.
 EU0072
 EU0072.The dynamic height is computed by dividing the NAVD 88
 EU0072.geopotential number by the normal gravity value computed on the
 EU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0072.degrees latitude (g = 980.6199 gals.).
 EU0072
 EU0072.The modeled gravity was interpolated from observed gravity values.
 EU0072
 EU0072;                    North         East    Units  Estimated Accuracy
 EU0072;SPC AZ W     -   425,480.      177,130.      MT  (+/- 180 meters Scaled)
 EU0072
 EU0072                          SUPERSEDED SURVEY CONTROL
 EU0072
 EU0072  NGVD 29 (??/??/??)  533.699  (m)         1750.98   (f) ADJUSTED    1 2
 EU0072
 EU0072.Superseded values are not recommended for survey control.
 EU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0072.See file dsdata.txt to determine how the superseded data were derived.
 EU0072
 EU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609585(NAD 83)
 EU0072_MARKER: DD = SURVEY DISK
 EU0072_SETTING: 66 = SET IN ROCK OUTCROP
 EU0072_SP_SET: ROCK OUTCROPPING
 EU0072_STAMPING: F 391 1961
 EU0072_MARK LOGO: CGS   
 EU0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0072+STABILITY: POSITION/ELEVATION WELL
 EU0072
 EU0072  HISTORY     - Date     Condition        Report By
 EU0072  HISTORY     - 1961     MONUMENTED       CGS
 EU0072  HISTORY     - 1981     GOOD             NGS
 EU0072
 EU0072                          STATION DESCRIPTION
 EU0072
 EU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0072'2.9 MI S FROM YUCCA.
 EU0072'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0072'YUCCA, THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN
 EU0072'THE TOP OF A 2 FOOT BY 2 FOOT ROCK OUTCROPPING, 135 FEET WEST
 EU0072'OF THE CENTER LINE OF U.S. HIGHWAY 66, 35 FEET WEST OF THE FENCE,
 EU0072'77 FEET EAST OF A POWER POLE, 21.6 FEET WEST OF A METAL WITNESS
 EU0072'POST AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 EU0072
 EU0072                          STATION RECOVERY (1981)
 EU0072
 EU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0072'3.1 KM (1.95 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0072'ROAD OVERPASS IN YUCCA, IN TOP OF A GRANITE OUTCROP AT THE NORTH END
 EU0072'OF A REST AREA BETWEEN TWO DRY WASHES, 41.1 METERS (135 FT) WEST OF
 EU0072'THE CENTERLINE OF THE WEST BOUND LANES, 19.7 METERS (64.5 FT) EAST OF
 EU0072'THE RIGHT OF WAY FENCE.
 EU0072'THE MARK IS 6.6 METERS  W FROM A WITNESS POST.
 EU0072'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0582 ***********************************************************************
 FR0582  DESIGNATION -  F 392
 FR0582  PID         -  FR0582
 FR0582  STATE/COUNTY-  AZ/MOHAVE
 FR0582  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0582
 FR0582                         *CURRENT SURVEY CONTROL
 FR0582  ___________________________________________________________________
 FR0582* NAD 83(1986)-  35 09 41.     (N)    113 33 52.     (W)     SCALED    
 FR0582* NAVD 88     -      1204.110  (meters)    3950.48   (feet)  POSTED    
 FR0582  ___________________________________________________________________
 FR0582  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FR0582  DYNAMIC HT  -        1202.620 (meters)    3945.60  (feet)  COMP
 FR0582  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 FR0582
 FR0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0582
 FR0582.The horizontal coordinates were scaled from a topographic map and have
 FR0582.an estimated accuracy of +/- 6 seconds.
 FR0582
 FR0582.The orthometric height was determined by differential leveling
 FR0582.and adjusted by the National Geodetic Survey in 1992..
 FR0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0582.rate of 0.0 thru 1.0 mm/km.
 FR0582
 FR0582.The geoid height was determined by GEOID03.
 FR0582
 FR0582.The dynamic height is computed by dividing the NAVD 88
 FR0582.geopotential number by the normal gravity value computed on the
 FR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0582.degrees latitude (g = 980.6199 gals.).
 FR0582
 FR0582.The modeled gravity was interpolated from observed gravity values.
 FR0582
 FR0582;                    North         East    Units  Estimated Accuracy
 FR0582;SPC AZ W     -   461,510.      230,270.      MT  (+/- 180 meters Scaled)
 FR0582
 FR0582                          SUPERSEDED SURVEY CONTROL
 FR0582
 FR0582  NGVD 29 (??/??/92) 1203.287  (m)         3947.78   (f) ADJ UNCH    2 0
 FR0582
 FR0582.Superseded values are not recommended for survey control.
 FR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0582.See file dsdata.txt to determine how the superseded data were derived.
 FR0582
 FR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD664939(NAD 83)
 FR0582_MARKER: DB = BENCH MARK DISK
 FR0582_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0582_SP_SET: UNSPEC ROCK
 FR0582_STAMPING: F 392 1962
 FR0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0582
 FR0582  HISTORY     - Date     Condition        Report By
 FR0582  HISTORY     - 1962     MONUMENTED       CGS
 FR0582
 FR0582                          STATION DESCRIPTION
 FR0582
 FR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0582'33.5 MI NE FROM KINGMAN.
 FR0582'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0582'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0582'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0582'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 4.4
 FR0582'MILES EAST ALONG THE DIRT ROAD, AT AN EAST-WEST FENCE LINE, NEAR A
 FR0582'GATE AND FENCE CORNER NORTH OF THE ROAD, AND ABOUT 0.05 MILE SOUTHEAST
 FR0582'OF A PIPE FENCE AROUND A PIPE LINE VALVE, 105 FEET NORTH OF THE CENTER
 FR0582'OF THE ROAD, 173 FEET EAST OF THE FENCE CORNER AND GATE, 9 FEET NORTH
 FR0582'OF THE FENCE, 9.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP
 FR0582'OF A 2 BY 2 FOOT ROCK WHICH PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0450 ***********************************************************************
 FR0450  DESIGNATION -  F 393
 FR0450  PID         -  FR0450
 FR0450  STATE/COUNTY-  AZ/YAVAPAI
 FR0450  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0450
 FR0450                         *CURRENT SURVEY CONTROL
 FR0450  ___________________________________________________________________
 FR0450* NAD 83(1986)-  35 14 14.     (N)    113 12 38.     (W)     SCALED    
 FR0450* NAVD 88     -      1602.803  (meters)    5258.53   (feet)  POSTED    
 FR0450  ___________________________________________________________________
 FR0450  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FR0450  DYNAMIC HT  -        1600.680 (meters)    5251.56  (feet)  COMP
 FR0450  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 FR0450
 FR0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0450
 FR0450.The horizontal coordinates were scaled from a topographic map and have
 FR0450.an estimated accuracy of +/- 6 seconds.
 FR0450
 FR0450.The orthometric height was determined by differential leveling
 FR0450.and adjusted by the National Geodetic Survey in 1992..
 FR0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0450.rate of 0.0 thru 1.0 mm/km.
 FR0450
 FR0450.The geoid height was determined by GEOID03.
 FR0450
 FR0450.The dynamic height is computed by dividing the NAVD 88
 FR0450.geopotential number by the normal gravity value computed on the
 FR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0450.degrees latitude (g = 980.6199 gals.).
 FR0450
 FR0450.The modeled gravity was interpolated from observed gravity values.
 FR0450
 FR0450;                    North         East    Units  Estimated Accuracy
 FR0450;SPC AZ C     -   470,660.       95,590.      MT  (+/- 180 meters Scaled)
 FR0450
 FR0450                          SUPERSEDED SURVEY CONTROL
 FR0450
 FR0450  NGVD 29 (??/??/92) 1601.894  (m)         5255.55   (f) ADJ UNCH    2 0
 FR0450
 FR0450.Superseded values are not recommended for survey control.
 FR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0450.See file dsdata.txt to determine how the superseded data were derived.
 FR0450
 FR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE988015(NAD 83)
 FR0450_MARKER: DB = BENCH MARK DISK
 FR0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0450_STAMPING: F 393 1962
 FR0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0450+STABILITY: SURFACE MOTION
 FR0450
 FR0450  HISTORY     - Date     Condition        Report By
 FR0450  HISTORY     - 1962     MONUMENTED       CGS
 FR0450
 FR0450                          STATION DESCRIPTION
 FR0450
 FR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0450'22.0 MI W FROM SELIGMAN.
 FR0450'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0450'ITS STATION AT SELIGMAN, THENCE 19.0 MILES WEST ALONG A GRAVEL ROAD,
 FR0450'29 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 72 FEET NORTH OF THE
 FR0450'PIPE LINE, 3.1 FEET NORTH OF A METAL WITNESS POST, AND IS ABOUT LEVEL
 FR0450'WITH THE ROAD, AND IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FR0450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0227 ***********************************************************************
 FR0227  DESIGNATION -  F 394
 FR0227  PID         -  FR0227
 FR0227  STATE/COUNTY-  AZ/YAVAPAI
 FR0227  USGS QUAD   -  CROOKTON (1973)
 FR0227
 FR0227                         *CURRENT SURVEY CONTROL
 FR0227  ___________________________________________________________________
 FR0227* NAD 83(1986)-  35 16 49.     (N)    112 42 23.     (W)     SCALED    
 FR0227* NAVD 88     -      1770.933  (meters)    5810.14   (feet)  ADJUSTED  
 FR0227  ___________________________________________________________________
 FR0227  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0227  DYNAMIC HT  -        1768.535 (meters)    5802.27  (feet)  COMP
 FR0227  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 FR0227
 FR0227  VERT ORDER  -  FIRST     CLASS II
 FR0227
 FR0227.The horizontal coordinates were scaled from a topographic map and have
 FR0227.an estimated accuracy of +/- 6 seconds.
 FR0227
 FR0227.The orthometric height was determined by differential leveling
 FR0227.and adjusted by the National Geodetic Survey in June 1991..
 FR0227
 FR0227.The geoid height was determined by GEOID03.
 FR0227
 FR0227.The dynamic height is computed by dividing the NAVD 88
 FR0227.geopotential number by the normal gravity value computed on the
 FR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0227.degrees latitude (g = 980.6199 gals.).
 FR0227
 FR0227.The modeled gravity was interpolated from observed gravity values.
 FR0227
 FR0227;                    North         East    Units  Estimated Accuracy
 FR0227;SPC AZ C     -   474,950.      141,520.      MT  (+/- 180 meters Scaled)
 FR0227
 FR0227                          SUPERSEDED SURVEY CONTROL
 FR0227
 FR0227  NGVD 29 (??/??/92) 1769.981  (m)         5807.01   (f) ADJ UNCH    1 2
 FR0227
 FR0227.Superseded values are not recommended for survey control.
 FR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0227.See file dsdata.txt to determine how the superseded data were derived.
 FR0227
 FR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE448054(NAD 83)
 FR0227_MARKER: DB = BENCH MARK DISK
 FR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0227_STAMPING: F 394 1962
 FR0227_MARK LOGO: CGS   
 FR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0227+STABILITY: SURFACE MOTION
 FR0227
 FR0227  HISTORY     - Date     Condition        Report By
 FR0227  HISTORY     - 1962     MONUMENTED       CGS
 FR0227  HISTORY     - 1982     GOOD             NGS
 FR0227
 FR0227                          STATION DESCRIPTION
 FR0227
 FR0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0227'10.4 MI E FROM SELIGMAN.
 FR0227'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0227'SANTA FE RAILWAY STATION AT SELIGMAN, AT THE JUNCTION OF A DIRT ROAD
 FR0227'SOUTH, 90 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66, 15 FEET EAST OF
 FR0227'THE CENTER OF A CATTLE GUARD, 3 FEET NORTH OF A FENCE, 3.1 FEET WEST
 FR0227'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 FR0227'AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0227
 FR0227                          STATION RECOVERY (1982)
 FR0227
 FR0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0466 ***********************************************************************
 DV0466  DESIGNATION -  F 395
 DV0466  PID         -  DV0466
 DV0466  STATE/COUNTY-  AZ/MARICOPA
 DV0466  USGS QUAD   -  FOWLER (1982)
 DV0466
 DV0466                         *CURRENT SURVEY CONTROL
 DV0466  ___________________________________________________________________
 DV0466* NAD 83(1986)-  33 25 23.     (N)    112 10 09.     (W)     SCALED    
 DV0466* NAVD 88     -       312.76   (+/-2cm)    1026.1    (feet)  VERTCON   
 DV0466  ___________________________________________________________________
 DV0466  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0466
 DV0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0466
 DV0466.The horizontal coordinates were scaled from a topographic map and have
 DV0466.an estimated accuracy of +/- 6 seconds.
 DV0466
 DV0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0466.The vertical order pertains to the NGVD 29 superseded value.
 DV0466
 DV0466.The geoid height was determined by GEOID03.
 DV0466
 DV0466;                    North         East    Units  Estimated Accuracy
 DV0466;SPC AZ C     -   268,700.      189,880.      MT  (+/- 180 meters Scaled)
 DV0466
 DV0466                          SUPERSEDED SURVEY CONTROL
 DV0466
 DV0466  NGVD 29 (??/??/92)  312.127  (m)         1024.04   (f) ADJ UNCH    2 0
 DV0466
 DV0466.Superseded values are not recommended for survey control.
 DV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0466.See file dsdata.txt to determine how the superseded data were derived.
 DV0466
 DV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913987(NAD 83)
 DV0466_MARKER: DB = BENCH MARK DISK
 DV0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0466_STAMPING: F 395 1962
 DV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0466+STABILITY: SURFACE MOTION
 DV0466
 DV0466  HISTORY     - Date     Condition        Report By
 DV0466  HISTORY     - 1962     MONUMENTED       CGS
 DV0466  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0466
 DV0466                          STATION DESCRIPTION
 DV0466
 DV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0466'4.1 MI SW FROM PHOENIX.
 DV0466'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA HIGHWAY
 DV0466'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0466'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 3.0 MILES WEST ALONG LOWER
 DV0466'BUCKEYE ROAD TO THE JUNCTION OF SOUTH 51ST AVENUE, THENCE ABOUT 100
 DV0466'YARDS NORTH ALONG 51ST AVENUE, AT A FENCE CORNER, 67 FEET NORTH OF THE
 DV0466'NORTHWEST CORNER OF THE RIVERSIDE BAPTIST CHURCH, 36 FEET EAST OF THE
 DV0466'CENTER OF SOUTH 51ST AVENUE, 14 FEET NORTH OF A FENCE CORNER, 2.5 FEET
 DV0466'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0466'AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0466
 DV0466                          STATION RECOVERY (1992)
 DV0466
 DV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0466'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1114 ***********************************************************************
 DV1114  DESIGNATION -  F 396 15
 DV1114  PID         -  DV1114
 DV1114  STATE/COUNTY-  AZ/LA PAZ
 DV1114  USGS QUAD   -  VICKSBURG (1990)
 DV1114
 DV1114                         *CURRENT SURVEY CONTROL
 DV1114  ___________________________________________________________________
 DV1114* NAD 83(1986)-  33 37 50.     (N)    113 45 57.     (W)     SCALED    
 DV1114* NAVD 88     -       367.42   (+/-2cm)    1205.4    (feet)  VERTCON   
 DV1114  ___________________________________________________________________
 DV1114  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1114
 DV1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1114
 DV1114.The horizontal coordinates were scaled from a topographic map and have
 DV1114.an estimated accuracy of +/- 6 seconds.
 DV1114
 DV1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1114.The vertical order pertains to the NGVD 29 superseded value.
 DV1114
 DV1114.The geoid height was determined by GEOID03.
 DV1114
 DV1114;                    North         East    Units  Estimated Accuracy
 DV1114;SPC AZ W     -   291,690.      211,890.      MT  (+/- 180 meters Scaled)
 DV1114
 DV1114                          SUPERSEDED SURVEY CONTROL
 DV1114
 DV1114  NGVD 29 (??/??/92)  366.748  (m)         1203.24   (f) ADJ UNCH    2 0
 DV1114
 DV1114.Superseded values are not recommended for survey control.
 DV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1114.See file dsdata.txt to determine how the superseded data were derived.
 DV1114
 DV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434246(NAD 83)
 DV1114_MARKER: DB = BENCH MARK DISK
 DV1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1114_STAMPING: F 396 15 1962
 DV1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1114+STABILITY: SURFACE MOTION
 DV1114
 DV1114  HISTORY     - Date     Condition        Report By
 DV1114  HISTORY     - 1962     MONUMENTED       CGS
 DV1114
 DV1114                          STATION DESCRIPTION
 DV1114
 DV1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1114'9.8 MI SW FROM HOPE.
 DV1114'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1114'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1114'0.10 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1114'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST
 DV1114'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1114'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0246 ***********************************************************************
 CY0246  DESIGNATION -  F 40
 CY0246  PID         -  CY0246
 CY0246  STATE/COUNTY-  AZ/GREENLEE
 CY0246  USGS QUAD   -  GUTHRIE (1986)
 CY0246
 CY0246                         *CURRENT SURVEY CONTROL
 CY0246  ___________________________________________________________________
 CY0246* NAD 83(1986)-  32 57 53.     (N)    109 18 32.     (W)     SCALED    
 CY0246* NAVD 88     -      1028.657  (meters)    3374.85   (feet)  ADJUSTED  
 CY0246  ___________________________________________________________________
 CY0246  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CY0246  DYNAMIC HT  -        1027.202 (meters)    3370.08  (feet)  COMP
 CY0246  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 CY0246
 CY0246  VERT ORDER  -  SECOND    CLASS 0
 CY0246
 CY0246.The horizontal coordinates were scaled from a topographic map and have
 CY0246.an estimated accuracy of +/- 6 seconds.
 CY0246
 CY0246.The orthometric height was determined by differential leveling
 CY0246.and adjusted by the National Geodetic Survey in June 1991..
 CY0246
 CY0246.The geoid height was determined by GEOID03.
 CY0246
 CY0246.The dynamic height is computed by dividing the NAVD 88
 CY0246.geopotential number by the normal gravity value computed on the
 CY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0246.degrees latitude (g = 980.6199 gals.).
 CY0246
 CY0246.The modeled gravity was interpolated from observed gravity values.
 CY0246
 CY0246;                    North         East    Units  Estimated Accuracy
 CY0246;SPC AZ E     -   218,170.      293,550.      MT  (+/- 180 meters Scaled)
 CY0246
 CY0246                          SUPERSEDED SURVEY CONTROL
 CY0246
 CY0246  NGVD 29 (??/??/92) 1027.962  (m)         3372.57   (f) ADJ UNCH    2 0
 CY0246
 CY0246.Superseded values are not recommended for survey control.
 CY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0246.See file dsdata.txt to determine how the superseded data were derived.
 CY0246
 CY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB580486(NAD 83)
 CY0246_MARKER: DB = BENCH MARK DISK
 CY0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0246_SP_SET: BRIDGE
 CY0246_STAMPING: F 40 1934
 CY0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0246
 CY0246  HISTORY     - Date     Condition        Report By
 CY0246  HISTORY     - 1934     MONUMENTED       CGS
 CY0246
 CY0246                          STATION DESCRIPTION
 CY0246
 CY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0246'11.6 MI SW FROM CLIFTON.
 CY0246'11.6 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, IN SOUTH
 CY0246'WEST PIER OF THE GILA RIVER BRIDGE, 24 FT. WEST OF ROCKY BANK, 15 FT.
 CY0246'WEST OF CENTER LINE OF HWY., AND 3 FT. WEST OF GILA RIVER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0002 ***********************************************************************
 GP0002  DESIGNATION -  F 401
 GP0002  PID         -  GP0002
 GP0002  STATE/COUNTY-  AZ/NAVAJO
 GP0002  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0002
 GP0002                         *CURRENT SURVEY CONTROL
 GP0002  ___________________________________________________________________
 GP0002* NAD 83(1986)-  36 59 16.     (N)    110 10 49.     (W)     SCALED    
 GP0002* NAVD 88     -      1602.421  (meters)    5257.28   (feet)  ADJUSTED  
 GP0002  ___________________________________________________________________
 GP0002  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 GP0002  DYNAMIC HT  -        1600.579 (meters)    5251.23  (feet)  COMP
 GP0002  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 GP0002
 GP0002  VERT ORDER  -  FIRST     CLASS II
 GP0002
 GP0002.The horizontal coordinates were scaled from a topographic map and have
 GP0002.an estimated accuracy of +/- 6 seconds.
 GP0002
 GP0002.The orthometric height was determined by differential leveling
 GP0002.and adjusted by the National Geodetic Survey in June 1991..
 GP0002.WARNING-Repeat measurements at this control monument indicate possible
 GP0002.vertical movement.
 GP0002
 GP0002.The geoid height was determined by GEOID03.
 GP0002
 GP0002.The dynamic height is computed by dividing the NAVD 88
 GP0002.geopotential number by the normal gravity value computed on the
 GP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0002.degrees latitude (g = 980.6199 gals.).
 GP0002
 GP0002.The modeled gravity was interpolated from observed gravity values.
 GP0002
 GP0002;                    North         East    Units  Estimated Accuracy
 GP0002;SPC AZ E     -   664,110.      212,150.      MT  (+/- 180 meters Scaled)
 GP0002
 GP0002                          SUPERSEDED SURVEY CONTROL
 GP0002
 GP0002  NGVD 29 (??/??/92) 1601.523  (m)         5254.33   (f) ADJ UNCH    1 2
 GP0002
 GP0002.Superseded values are not recommended for survey control.
 GP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0002.See file dsdata.txt to determine how the superseded data were derived.
 GP0002
 GP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF729938(NAD 83)
 GP0002_MARKER: DB = BENCH MARK DISK
 GP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0002_STAMPING: F 401 1962
 GP0002_MARK LOGO: CGS   
 GP0002_PROJECTION: PROJECTING 15 CENTIMETERS
 GP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0002+STABILITY: SURFACE MOTION
 GP0002
 GP0002  HISTORY     - Date     Condition        Report By
 GP0002  HISTORY     - 1962     MONUMENTED       CGS
 GP0002  HISTORY     - 1983     GOOD             NGS
 GP0002
 GP0002                          STATION DESCRIPTION
 GP0002
 GP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0002'3.1 MI S FROM GOULDING TR POST, UT.
 GP0002'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0002'UTAH.  THENCE 1.15 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0002'STATE HIGHWAY 64, 132 FEET WEST OF THE CENTERLINE OF ARIZONA HIGHWAY
 GP0002'64, 20 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 3.5 FEET WEST OF A
 GP0002'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 GP0002'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GP0002
 GP0002                          STATION RECOVERY (1983)
 GP0002
 GP0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0002'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  35.6 KM
 GP0002'(22.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 GP0002'MEXICAN HAT, OR 36.0 KM (22.35 MI) NORTHERLY ALONG U.S. HIGHWAY 163
 GP0002'FROM ITS JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 1.3 KM (0.8 MI)
 GP0002'SOUTHWEST OF THE ARIZONA-UTAH STATE LINE, 0.6 KM (0.35 MI) NORTH OF A
 GP0002'DIRT ROAD CROSSING, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 416, 40.3 METERS
 GP0002'(132.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.3 METERS
 GP0002'(63.3 FT) WEST OF A FENCE, AND 6.1 METERS (20.0 FT) WEST OF THE CENTER
 GP0002'OF A TRACK ROAD.
 GP0002'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0002'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0089 ***********************************************************************
 GP0089  DESIGNATION -  F 402
 GP0089  PID         -  GP0089
 GP0089  STATE/COUNTY-  AZ/COCONINO
 GP0089  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0089
 GP0089                         *CURRENT SURVEY CONTROL
 GP0089  ___________________________________________________________________
 GP0089* NAD 83(1986)-  36 59 37.     (N)    111 21 16.     (W)     SCALED    
 GP0089* NAVD 88     -      1185.020  (meters)    3887.85   (feet)  ADJUSTED  
 GP0089  ___________________________________________________________________
 GP0089  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0089  DYNAMIC HT  -        1183.624 (meters)    3883.27  (feet)  COMP
 GP0089  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 GP0089
 GP0089  VERT ORDER  -  FIRST     CLASS II
 GP0089
 GP0089.The horizontal coordinates were scaled from a topographic map and have
 GP0089.an estimated accuracy of +/- 6 seconds.
 GP0089
 GP0089.The orthometric height was determined by differential leveling
 GP0089.and adjusted by the National Geodetic Survey in June 1991..
 GP0089
 GP0089.The geoid height was determined by GEOID03.
 GP0089
 GP0089.The dynamic height is computed by dividing the NAVD 88
 GP0089.geopotential number by the normal gravity value computed on the
 GP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0089.degrees latitude (g = 980.6199 gals.).
 GP0089
 GP0089.The modeled gravity was interpolated from observed gravity values.
 GP0089
 GP0089;                    North         East    Units  Estimated Accuracy
 GP0089;SPC AZ C     -   664,910.      263,400.      MT  (+/- 180 meters Scaled)
 GP0089
 GP0089                          SUPERSEDED SURVEY CONTROL
 GP0089
 GP0089  NGVD 29 (??/??/92) 1184.078  (m)         3884.76   (f) ADJ UNCH    1 2
 GP0089
 GP0089.Superseded values are not recommended for survey control.
 GP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0089.See file dsdata.txt to determine how the superseded data were derived.
 GP0089
 GP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF684942(NAD 83)
 GP0089_MARKER: DB = BENCH MARK DISK
 GP0089_SETTING: 66 = SET IN ROCK OUTCROP
 GP0089_SP_SET: ROCK OUTCROP
 GP0089_STAMPING: F 402 1962
 GP0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0089+STABILITY: POSITION/ELEVATION WELL
 GP0089
 GP0089  HISTORY     - Date     Condition        Report By
 GP0089  HISTORY     - 1962     MONUMENTED       CGS
 GP0089
 GP0089                          STATION DESCRIPTION
 GP0089
 GP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0089'9.8 MI NE FROM PAGE.
 GP0089'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0089'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0089'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0089'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0089'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0089'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 8.4 MILES NORTHEAST
 GP0089'ACROSS COUNTRY.  ABOUT 0.75 MILE SOUTH OF THE SOUTHEAST RIM OF THE
 GP0089'COLORADO RIVER, SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH
 GP0089'THE GROUND, ABOUT 1.0 MILE EAST OF THE EAST END OF A MESA, AND 93.0
 GP0089'FEET NORTH OF A METAL WITNESS POST WHICH IS ON THE NORTH EDGE OF A
 GP0089'SAND DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1257 ***********************************************************************
 DU1257  DESIGNATION -  F 403
 DU1257  PID         -  DU1257
 DU1257  STATE/COUNTY-  AZ/GILA
 DU1257  USGS QUAD   -  GLOBE (1982)
 DU1257
 DU1257                         *CURRENT SURVEY CONTROL
 DU1257  ___________________________________________________________________
 DU1257* NAD 83(1986)-  33 25 06.     (N)    110 49 00.     (W)     SCALED    
 DU1257* NAVD 88     -      1058.799  (meters)    3473.74   (feet)  ADJUSTED  
 DU1257  ___________________________________________________________________
 DU1257  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU1257  DYNAMIC HT  -        1057.372 (meters)    3469.06  (feet)  COMP
 DU1257  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 DU1257
 DU1257  VERT ORDER  -  FIRST     CLASS II
 DU1257
 DU1257.The horizontal coordinates were scaled from a topographic map and have
 DU1257.an estimated accuracy of +/- 6 seconds.
 DU1257
 DU1257.The orthometric height was determined by differential leveling
 DU1257.and adjusted by the National Geodetic Survey in June 1991..
 DU1257
 DU1257.The geoid height was determined by GEOID03.
 DU1257
 DU1257.The dynamic height is computed by dividing the NAVD 88
 DU1257.geopotential number by the normal gravity value computed on the
 DU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1257.degrees latitude (g = 980.6199 gals.).
 DU1257
 DU1257.The modeled gravity was interpolated from observed gravity values.
 DU1257
 DU1257;                    North         East    Units  Estimated Accuracy
 DU1257;SPC AZ E     -   268,330.      152,910.      MT  (+/- 180 meters Scaled)
 DU1257
 DU1257                          SUPERSEDED SURVEY CONTROL
 DU1257
 DU1257.No superseded survey control is available for this station.
 DU1257
 DU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB170976(NAD 83)
 DU1257_MARKER: DB = BENCH MARK DISK
 DU1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1257_SP_SET: STAINLESS STEEL ROD
 DU1257_STAMPING: F 403 1979
 DU1257_PROJECTION: FLUSH
 DU1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1257_ROD/PIPE-DEPTH: 3.35 meters
 DU1257
 DU1257  HISTORY     - Date     Condition        Report By
 DU1257  HISTORY     - 1979     MONUMENTED       NGS
 DU1257  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1257
 DU1257                          STATION DESCRIPTION
 DU1257
 DU1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1257'3.8 MI NW FROM GLOBE.
 DU1257'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1257'COURTHOUSE IN GLOBE, 101.0 FEET SOUTH OF THE CENTERLINE OF THE
 DU1257'HIGHWAY AND 2.3 FEET EAST OF A POWERLINE POLE NUMBER 2.  NOTE =
 DU1257'REFUSAL WAS REACHED AT 11 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1257'A 4-INCH SCREWPLUG.
 DU1257'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 DU1257'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 DU1257
 DU1257                          STATION RECOVERY (1995)
 DU1257
 DU1257'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0303 ***********************************************************************
 GP0303  DESIGNATION -  F 403
 GP0303  PID         -  GP0303
 GP0303  STATE/COUNTY-  AZ/COCONINO
 GP0303  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0303
 GP0303                         *CURRENT SURVEY CONTROL
 GP0303  ___________________________________________________________________
 GP0303* NAD 83(1986)-  36 39 59.     (N)    111 37 57.     (W)     SCALED    
 GP0303* NAVD 88     -      1817.118  (meters)    5961.66   (feet)  ADJUSTED  
 GP0303  ___________________________________________________________________
 GP0303  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0303  DYNAMIC HT  -        1814.911 (meters)    5954.42  (feet)  COMP
 GP0303  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 GP0303
 GP0303  VERT ORDER  -  FIRST     CLASS II
 GP0303
 GP0303.The horizontal coordinates were scaled from a topographic map and have
 GP0303.an estimated accuracy of +/- 6 seconds.
 GP0303
 GP0303.The orthometric height was determined by differential leveling
 GP0303.and adjusted by the National Geodetic Survey in June 1991..
 GP0303.WARNING-Repeat measurements at this control monument indicate possible
 GP0303.vertical movement.
 GP0303
 GP0303.The geoid height was determined by GEOID03.
 GP0303
 GP0303.The dynamic height is computed by dividing the NAVD 88
 GP0303.geopotential number by the normal gravity value computed on the
 GP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0303.degrees latitude (g = 980.6199 gals.).
 GP0303
 GP0303.The modeled gravity was interpolated from observed gravity values.
 GP0303
 GP0303;                    North         East    Units  Estimated Accuracy
 GP0303;SPC AZ C     -   628,490.      238,760.      MT  (+/- 180 meters Scaled)
 GP0303
 GP0303                          SUPERSEDED SURVEY CONTROL
 GP0303
 GP0303  NGVD 29 (??/??/92) 1816.125  (m)         5958.40   (f) ADJ UNCH    1 2
 GP0303
 GP0303.Superseded values are not recommended for survey control.
 GP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0303.See file dsdata.txt to determine how the superseded data were derived.
 GP0303
 GP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF434580(NAD 83)
 GP0303_MARKER: DB = BENCH MARK DISK
 GP0303_SETTING: 66 = SET IN ROCK OUTCROP
 GP0303_SP_SET: ROCK OUTCROP
 GP0303_STAMPING: F 403 1962
 GP0303_MARK LOGO: CGS   
 GP0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0303+STABILITY: POSITION/ELEVATION WELL
 GP0303
 GP0303  HISTORY     - Date     Condition        Report By
 GP0303  HISTORY     - 1962     MONUMENTED       CGS
 GP0303  HISTORY     - 1978     GOOD             USGS
 GP0303  HISTORY     - 1983     GOOD             NGS
 GP0303
 GP0303                          STATION DESCRIPTION
 GP0303
 GP0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0303'3.75 MI NE FROM BITTER SPRINGS.
 GP0303'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0303'STATION AT BITTER SPRINGS.  THENCE 3.55 MILES NORTHEAST ALONG U.S.
 GP0303'HIGHWAY 89 LEADING TO PAGE, 129 FEET SOUTHWEST OF THE SOUTHWEST END OF
 GP0303'A HIGHWAY ROCK CUT, 77 FEET NORTHEAST OF THE NORTH CORNER OF A
 GP0303'ROADSIDE TOILET, 44 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GP0303'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0303'ROCK OUTCROP PROJECTING 5 INCHES.
 GP0303
 GP0303                          STATION RECOVERY (1978)
 GP0303
 GP0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0303'CHANGE PRIMARY REFERENCE TO-- 3.55 MILES NE. OF JCT. HWYS 89 AND ALT.
 GP0303'89 NEAR BITTER SPRING ALONG HWY. 89 LEADING TO PAGE.
 GP0303
 GP0303                          STATION RECOVERY (1983)
 GP0303
 GP0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1286 ***********************************************************************
 DU1286  DESIGNATION -  F 404
 DU1286  PID         -  DU1286
 DU1286  STATE/COUNTY-  AZ/GILA
 DU1286  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1286
 DU1286                         *CURRENT SURVEY CONTROL
 DU1286  ___________________________________________________________________
 DU1286* NAD 83(1986)-  33 37 10.     (N)    111 03 27.     (W)     SCALED    
 DU1286* NAVD 88     -       750.019  (meters)    2460.69   (feet)  ADJUSTED  
 DU1286  ___________________________________________________________________
 DU1286  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU1286  DYNAMIC HT  -         749.052 (meters)    2457.51  (feet)  COMP
 DU1286  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 DU1286
 DU1286  VERT ORDER  -  FIRST     CLASS II
 DU1286
 DU1286.The horizontal coordinates were scaled from a topographic map and have
 DU1286.an estimated accuracy of +/- 6 seconds.
 DU1286
 DU1286.The orthometric height was determined by differential leveling
 DU1286.and adjusted by the National Geodetic Survey in June 1991..
 DU1286
 DU1286.The geoid height was determined by GEOID03.
 DU1286
 DU1286.The dynamic height is computed by dividing the NAVD 88
 DU1286.geopotential number by the normal gravity value computed on the
 DU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1286.degrees latitude (g = 980.6199 gals.).
 DU1286
 DU1286.The modeled gravity was interpolated from observed gravity values.
 DU1286
 DU1286;                    North         East    Units  Estimated Accuracy
 DU1286;SPC AZ E     -   290,800.      130,700.      MT  (+/- 180 meters Scaled)
 DU1286
 DU1286                          SUPERSEDED SURVEY CONTROL
 DU1286
 DU1286.No superseded survey control is available for this station.
 DU1286
 DU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC946199(NAD 83)
 DU1286_MARKER: DB = BENCH MARK DISK
 DU1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1286_SP_SET: STAINLESS STEEL ROD
 DU1286_STAMPING: F 404 1979
 DU1286_PROJECTION: FLUSH
 DU1286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1286+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1286_ROD/PIPE-DEPTH: 4.27 meters
 DU1286
 DU1286  HISTORY     - Date     Condition        Report By
 DU1286  HISTORY     - 1979     MONUMENTED       NGS
 DU1286  HISTORY     - 19980701 GOOD             AZDT
 DU1286  HISTORY     - 20040403 GOOD             USPSQD
 DU1286  HISTORY     - 20050522 GOOD             USPSQD
 DU1286  HISTORY     - 20050529 GOOD             USPSQD
 DU1286
 DU1286                          STATION DESCRIPTION
 DU1286
 DU1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1286'5.4 MI SE FROM ROOSEVELT.
 DU1286'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1286'THE POST OFFICE IN ROOSEVELT, 99.0 FEET NORTH OF
 DU1286'THE CENTERLINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A FENCE,
 DU1286'NOTE=REFUSAL WAS REACHED AT 14 FEET.  ACCESS TO DISK IS THROUGH A
 DU1286'4-INCH SCREWPLUG.
 DU1286'THE MARK IS 2.1 FT  W FROM A WITNESS POST.
 DU1286'THE MARK IS 9 FT ABOVE THE HIGHWAY.
 DU1286
 DU1286                          STATION RECOVERY (1998)
 DU1286
 DU1286'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1286'RECOVERED AS DESCRIBED.
 DU1286
 DU1286                          STATION RECOVERY (2004)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1286'RECOVERED   WAY OFF ON COORDINATES.
 DU1286
 DU1286                          STATION RECOVERY (2005)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1286'DECOVERED AS DESCRIBED.
 DU1286
 DU1286                          STATION RECOVERY (2005)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0207 ***********************************************************************
 GP0207  DESIGNATION -  F 404
 GP0207  PID         -  GP0207
 GP0207  STATE/COUNTY-  AZ/COCONINO
 GP0207  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0207
 GP0207                         *CURRENT SURVEY CONTROL
 GP0207  ___________________________________________________________________
 GP0207* NAD 83(1986)-  36 40 47.     (N)    111 39 16.     (W)     SCALED    
 GP0207* NAVD 88     -      1452.066  (meters)    4763.99   (feet)  POSTED    
 GP0207  ___________________________________________________________________
 GP0207  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0207  DYNAMIC HT  -        1450.320 (meters)    4758.26  (feet)  COMP
 GP0207  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 GP0207
 GP0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0207
 GP0207.The horizontal coordinates were scaled from a topographic map and have
 GP0207.an estimated accuracy of +/- 6 seconds.
 GP0207
 GP0207.The orthometric height was determined by differential leveling
 GP0207.and adjusted by the National Geodetic Survey in 1992..
 GP0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0207.rate of 2.1 thru 3.0 mm/km.
 GP0207
 GP0207.The geoid height was determined by GEOID03.
 GP0207
 GP0207.The dynamic height is computed by dividing the NAVD 88
 GP0207.geopotential number by the normal gravity value computed on the
 GP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0207.degrees latitude (g = 980.6199 gals.).
 GP0207
 GP0207.The modeled gravity was interpolated from observed gravity values.
 GP0207
 GP0207;                    North         East    Units  Estimated Accuracy
 GP0207;SPC AZ C     -   629,960.      236,800.      MT  (+/- 180 meters Scaled)
 GP0207
 GP0207                          SUPERSEDED SURVEY CONTROL
 GP0207
 GP0207  NGVD 29 (??/??/92) 1451.11   (m)         4760.9    (f) COMPUTED    1 2
 GP0207
 GP0207.Superseded values are not recommended for survey control.
 GP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0207.See file dsdata.txt to determine how the superseded data were derived.
 GP0207
 GP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415595(NAD 83)
 GP0207_MARKER: DB = BENCH MARK DISK
 GP0207_SETTING: 66 = SET IN ROCK OUTCROP
 GP0207_SP_SET: ROCK OUTCROP
 GP0207_STAMPING: F 404 1962
 GP0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0207+STABILITY: POSITION/ELEVATION WELL
 GP0207
 GP0207  HISTORY     - Date     Condition        Report By
 GP0207  HISTORY     - 1962     MONUMENTED       CGS
 GP0207  HISTORY     - 1978     GOOD             USGS
 GP0207  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0207
 GP0207                          STATION DESCRIPTION
 GP0207
 GP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0207'3.1 MI N FROM BITTER SPRINGS.
 GP0207'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0207'STATION AT BITTER SPRINGS, 119 YARDS (PACED) NORTH OF AN OLD CONCRETE
 GP0207'HIGHWAY MARKER, 175 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66
 GP0207'FEET EAST OF THE CENTERLINE OF A WASH, 6.0 FEET SOUTHEAST OF A METAL
 GP0207'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 GP0207'ROCK LEDGE OUTCROP.
 GP0207
 GP0207                          STATION RECOVERY (1978)
 GP0207
 GP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0207'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0207'SPRING, 3.3 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0207'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
 GP0207
 GP0207                          STATION RECOVERY (1993)
 GP0207
 GP0207'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1185 ***********************************************************************
 DU1185  DESIGNATION -  F 405
 DU1185  PID         -  DU1185
 DU1185  STATE/COUNTY-  AZ/GILA
 DU1185  USGS QUAD   -  CHROME BUTTE (1966)
 DU1185
 DU1185                         *CURRENT SURVEY CONTROL
 DU1185  ___________________________________________________________________
 DU1185* NAD 83(1986)-  33 34 28.     (N)    110 39 25.     (W)     SCALED    
 DU1185* NAVD 88     -      1268.291  (meters)    4161.05   (feet)  ADJUSTED  
 DU1185  ___________________________________________________________________
 DU1185  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DU1185  DYNAMIC HT  -        1266.537 (meters)    4155.30  (feet)  COMP
 DU1185  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 DU1185
 DU1185  VERT ORDER  -  FIRST     CLASS II
 DU1185
 DU1185.The horizontal coordinates were scaled from a topographic map and have
 DU1185.an estimated accuracy of +/- 6 seconds.
 DU1185
 DU1185.The orthometric height was determined by differential leveling
 DU1185.and adjusted by the National Geodetic Survey in June 1991..
 DU1185
 DU1185.The geoid height was determined by GEOID03.
 DU1185
 DU1185.The dynamic height is computed by dividing the NAVD 88
 DU1185.geopotential number by the normal gravity value computed on the
 DU1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1185.degrees latitude (g = 980.6199 gals.).
 DU1185
 DU1185.The modeled gravity was interpolated from observed gravity values.
 DU1185
 DU1185;                    North         East    Units  Estimated Accuracy
 DU1185;SPC AZ E     -   285,560.      167,850.      MT  (+/- 180 meters Scaled)
 DU1185
 DU1185                          SUPERSEDED SURVEY CONTROL
 DU1185
 DU1185.No superseded survey control is available for this station.
 DU1185
 DU1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC318150(NAD 83)
 DU1185_MARKER: DB = BENCH MARK DISK
 DU1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1185_SP_SET: STAINLESS STEEL ROD
 DU1185_STAMPING: F 405 1979
 DU1185_PROJECTION: FLUSH
 DU1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1185_ROD/PIPE-DEPTH: 3.05 meters
 DU1185
 DU1185  HISTORY     - Date     Condition        Report By
 DU1185  HISTORY     - 1979     MONUMENTED       NGS
 DU1185
 DU1185                          STATION DESCRIPTION
 DU1185
 DU1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1185'15.9 MI NE FROM GLOBE.
 DU1185'15.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1185'COURTHOUSE IN GLOBE, 46.4 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DU1185'OF THE HIGHWAY AND 36.6 FEET EAST OF MILE POST NUMBER 267.
 DU1185'NOTE=REFUSAL WAS REACHED AT 10 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1185'A 4-INCH SCREW PLUG.
 DU1185'THE MARK IS 2.7 FT  S FROM A WITNESS POST.
 DU1185'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0272 ***********************************************************************
 GP0272  DESIGNATION -  F 405
 GP0272  PID         -  GP0272
 GP0272  STATE/COUNTY-  AZ/COCONINO
 GP0272  USGS QUAD   -  FERRY SWALE (1985)
 GP0272
 GP0272                         *CURRENT SURVEY CONTROL
 GP0272  ___________________________________________________________________
 GP0272* NAD 83(1986)-  36 58 53.     (N)    111 32 09.     (W)     SCALED    
 GP0272* NAVD 88     -      1260.966  (meters)    4137.02   (feet)  ADJUSTED  
 GP0272  ___________________________________________________________________
 GP0272  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0272  DYNAMIC HT  -        1259.545 (meters)    4132.36  (feet)  COMP
 GP0272  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 GP0272
 GP0272  VERT ORDER  -  FIRST     CLASS II
 GP0272
 GP0272.The horizontal coordinates were scaled from a topographic map and have
 GP0272.an estimated accuracy of +/- 6 seconds.
 GP0272
 GP0272.The orthometric height was determined by differential leveling
 GP0272.and adjusted by the National Geodetic Survey in June 1991..
 GP0272.WARNING-Repeat measurements at this control monument indicate possible
 GP0272.vertical movement.
 GP0272
 GP0272.The geoid height was determined by GEOID03.
 GP0272
 GP0272.The dynamic height is computed by dividing the NAVD 88
 GP0272.geopotential number by the normal gravity value computed on the
 GP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0272.degrees latitude (g = 980.6199 gals.).
 GP0272
 GP0272.The modeled gravity was interpolated from observed gravity values.
 GP0272
 GP0272;                    North         East    Units  Estimated Accuracy
 GP0272;SPC AZ C     -   663,470.      247,260.      MT  (+/- 180 meters Scaled)
 GP0272
 GP0272                          SUPERSEDED SURVEY CONTROL
 GP0272
 GP0272  NGVD 29 (??/??/92) 1260.056  (m)         4134.03   (f) ADJ UNCH    1 2
 GP0272
 GP0272.Superseded values are not recommended for survey control.
 GP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0272.See file dsdata.txt to determine how the superseded data were derived.
 GP0272
 GP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF523929(NAD 83)
 GP0272_MARKER: DB = BENCH MARK DISK
 GP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0272_STAMPING: F 405 1962
 GP0272_MARK LOGO: CGS   
 GP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0272+STABILITY: SURFACE MOTION
 GP0272
 GP0272  HISTORY     - Date     Condition        Report By
 GP0272  HISTORY     - 1962     MONUMENTED       CGS
 GP0272  HISTORY     - 1973     GOOD             NGS
 GP0272  HISTORY     - 1983     GOOD             NGS
 GP0272
 GP0272                          STATION DESCRIPTION
 GP0272
 GP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0272'4.9 MI NW FROM PAGE.
 GP0272'ABOUT 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0272'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.5 MILE WEST OF MILEPOST
 GP0272'NUMBER 554, 0.25 MILE WEST OF A POWER LINE WHICH CROSSES THE HIGHWAY,
 GP0272'97.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET SOUTH OF A
 GP0272'FENCE, 2.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 GP0272'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GP0272'1 FOOT.
 GP0272
 GP0272                          STATION RECOVERY (1973)
 GP0272
 GP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GP0272'RECOVERED IN GOOD CONDITION.
 GP0272
 GP0272                          STATION RECOVERY (1983)
 GP0272
 GP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1254 ***********************************************************************
 DU1254  DESIGNATION -  F 406
 DU1254  PID         -  DU1254
 DU1254  STATE/COUNTY-  AZ/NAVAJO
 DU1254  USGS QUAD   -  CANYON DAY (1978)
 DU1254
 DU1254                         *CURRENT SURVEY CONTROL
 DU1254  ___________________________________________________________________
 DU1254* NAD 83(1986)-  33 47 23.     (N)    110 00 03.     (W)     SCALED    
 DU1254* NAVD 88     -      1526.987  (meters)    5009.79   (feet)  ADJUSTED  
 DU1254  ___________________________________________________________________
 DU1254  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DU1254  DYNAMIC HT  -        1524.771 (meters)    5002.52  (feet)  COMP
 DU1254  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 DU1254
 DU1254  VERT ORDER  -  FIRST     CLASS II
 DU1254
 DU1254.The horizontal coordinates were scaled from a topographic map and have
 DU1254.an estimated accuracy of +/- 6 seconds.
 DU1254
 DU1254.The orthometric height was determined by differential leveling
 DU1254.and adjusted by the National Geodetic Survey in June 1991..
 DU1254
 DU1254.The geoid height was determined by GEOID03.
 DU1254
 DU1254.The dynamic height is computed by dividing the NAVD 88
 DU1254.geopotential number by the normal gravity value computed on the
 DU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1254.degrees latitude (g = 980.6199 gals.).
 DU1254
 DU1254.The modeled gravity was interpolated from observed gravity values.
 DU1254
 DU1254;                    North         East    Units  Estimated Accuracy
 DU1254;SPC AZ E     -   309,340.      228,720.      MT  (+/- 180 meters Scaled)
 DU1254
 DU1254                          SUPERSEDED SURVEY CONTROL
 DU1254
 DU1254.No superseded survey control is available for this station.
 DU1254
 DU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC924392(NAD 83)
 DU1254_MARKER: DB = BENCH MARK DISK
 DU1254_SETTING: 66 = SET IN ROCK OUTCROP
 DU1254_SP_SET: ROCK OUTCROP
 DU1254_STAMPING: F 406 1979
 DU1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1254+STABILITY: POSITION/ELEVATION WELL
 DU1254
 DU1254  HISTORY     - Date     Condition        Report By
 DU1254  HISTORY     - 1979     MONUMENTED       NGS
 DU1254
 DU1254                          STATION DESCRIPTION
 DU1254
 DU1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1254'3.7 MI SW FROM WHITERIVER.
 DU1254'3.7 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1254'HEADQUARTERS IN WHITERIVER AND THENCE 0.5 MILE SOUTHEASTERLY ALONG
 DU1254'A PAVED ROAD LEADING TO FORT APACHE, 200.8 FEET SOUTH OF THE
 DU1254'CENTERLINE OF THE HIGHWAY, 82.4 FEET NORTHEAST OF AND ACROSS THE
 DU1254'HIGHWAY FROM UTILITY POLE 24R7 WITH 2 GUY WIRES, 69.6 FEET SOUTHWEST
 DU1254'OF A STONE AND BARBED WIRE FENCE AND 31.8 FEET NORTHEAST OF THE
 DU1254'CENTERLINE OF THE PAVED ROAD.
 DU1254'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
 DU1254'THE MARK IS 3 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1221 ***********************************************************************
 DU1221  DESIGNATION -  F 407
 DU1221  PID         -  DU1221
 DU1221  STATE/COUNTY-  AZ/GILA
 DU1221  USGS QUAD   -  CARRIZO (1978)
 DU1221
 DU1221                         *CURRENT SURVEY CONTROL
 DU1221  ___________________________________________________________________
 DU1221* NAD 83(1986)-  33 54 09.     (N)    110 21 55.     (W)     SCALED    
 DU1221* NAVD 88     -      1734.752  (meters)    5691.43   (feet)  ADJUSTED  
 DU1221  ___________________________________________________________________
 DU1221  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DU1221  DYNAMIC HT  -        1732.279 (meters)    5683.32  (feet)  COMP
 DU1221  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU1221
 DU1221  VERT ORDER  -  FIRST     CLASS II
 DU1221
 DU1221.The horizontal coordinates were scaled from a topographic map and have
 DU1221.an estimated accuracy of +/- 6 seconds.
 DU1221
 DU1221.The orthometric height was determined by differential leveling
 DU1221.and adjusted by the National Geodetic Survey in June 1991..
 DU1221
 DU1221.The geoid height was determined by GEOID03.
 DU1221
 DU1221.The dynamic height is computed by dividing the NAVD 88
 DU1221.geopotential number by the normal gravity value computed on the
 DU1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1221.degrees latitude (g = 980.6199 gals.).
 DU1221
 DU1221.The modeled gravity was interpolated from observed gravity values.
 DU1221
 DU1221;                    North         East    Units  Estimated Accuracy
 DU1221;SPC AZ E     -   321,860.      194,990.      MT  (+/- 180 meters Scaled)
 DU1221
 DU1221                          SUPERSEDED SURVEY CONTROL
 DU1221
 DU1221.No superseded survey control is available for this station.
 DU1221
 DU1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC586515(NAD 83)
 DU1221_MARKER: DB = BENCH MARK DISK
 DU1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1221_SP_SET: STAINLESS STEEL ROD
 DU1221_STAMPING: F 407 1979
 DU1221_PROJECTION: FLUSH
 DU1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1221_ROD/PIPE-DEPTH: 4.27 meters
 DU1221
 DU1221  HISTORY     - Date     Condition        Report By
 DU1221  HISTORY     - 1979     MONUMENTED       NGS
 DU1221
 DU1221                          STATION DESCRIPTION
 DU1221
 DU1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1221'50.8 MI NE FROM GLOBE.
 DU1221'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1221'IN THE SALT RIVER CANYON, 89.3 FEET WEST OF AND ACROSS THE HIGHWAY
 DU1221'FROM A GUARD RAIL, 71.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1221'AND 70.8 FEET SOUTH OF THE CENTER OF A PAVED ROAD LEADING EAST.
 DU1221'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1221'COURTHOUSE IN GLOBE.  REFUSAL WAS REACHED AT 14 FEET.  ACCESS TO THE
 DU1221'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1221'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 DU1221'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0322 ***********************************************************************
 ER0322  DESIGNATION -  F 408
 ER0322  PID         -  ER0322
 ER0322  STATE/COUNTY-  AZ/NAVAJO
 ER0322  USGS QUAD   -  INDIAN PINE (1977)
 ER0322
 ER0322                         *CURRENT SURVEY CONTROL
 ER0322  ___________________________________________________________________
 ER0322* NAD 83(1986)-  34 00 06.     (N)    109 54 18.     (W)     SCALED    
 ER0322* NAVD 88     -      1897.906  (meters)    6226.71   (feet)  ADJUSTED  
 ER0322  ___________________________________________________________________
 ER0322  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ER0322  DYNAMIC HT  -        1895.039 (meters)    6217.31  (feet)  COMP
 ER0322  MODELED GRAV-     979,058.2   (mgal)                       NAVD 88
 ER0322
 ER0322  VERT ORDER  -  FIRST     CLASS II
 ER0322
 ER0322.The horizontal coordinates were scaled from a topographic map and have
 ER0322.an estimated accuracy of +/- 6 seconds.
 ER0322
 ER0322.The orthometric height was determined by differential leveling
 ER0322.and adjusted by the National Geodetic Survey in June 1991..
 ER0322
 ER0322.The geoid height was determined by GEOID03.
 ER0322
 ER0322.The dynamic height is computed by dividing the NAVD 88
 ER0322.geopotential number by the normal gravity value computed on the
 ER0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0322.degrees latitude (g = 980.6199 gals.).
 ER0322
 ER0322.The modeled gravity was interpolated from observed gravity values.
 ER0322
 ER0322;                    North         East    Units  Estimated Accuracy
 ER0322;SPC AZ E     -   332,870.      237,530.      MT  (+/- 180 meters Scaled)
 ER0322
 ER0322                          SUPERSEDED SURVEY CONTROL
 ER0322
 ER0322.No superseded survey control is available for this station.
 ER0322
 ER0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC011628(NAD 83)
 ER0322_MARKER: DB = BENCH MARK DISK
 ER0322_SETTING: 66 = SET IN ROCK OUTCROP
 ER0322_SP_SET: ROCK OUTCROP
 ER0322_STAMPING: F 408 1979
 ER0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0322+STABILITY: POSITION/ELEVATION WELL
 ER0322
 ER0322  HISTORY     - Date     Condition        Report By
 ER0322  HISTORY     - 1979     MONUMENTED       NGS
 ER0322
 ER0322                          STATION DESCRIPTION
 ER0322
 ER0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0322'9.5 MI SW FROM MCNARY.
 ER0322'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0322'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 6.15 MILES
 ER0322'SOUTH ALONG STATE HIGHWAY 73, 0.4 MILE NORTH OF HIGHWAY MILE MARKER
 ER0322'352, 55 FEET EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST
 ER0322'LEG OF A SIGN (NO PASSING ZONE) AND 26.9 FEET EAST OF THE CENTERLINE
 ER0322'OF THE HIGHWAY.
 ER0322'THE MARK IS 2.4 FT  SSE FROM A WITNESS POST.
 ER0322'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0467 ***********************************************************************
 DT0467  DESIGNATION -  F 409
 DT0467  PID         -  DT0467
 DT0467  STATE/COUNTY-  AZ/APACHE
 DT0467  USGS QUAD   -  NUTRIOSO (1991)
 DT0467
 DT0467                         *CURRENT SURVEY CONTROL
 DT0467  ___________________________________________________________________
 DT0467* NAD 83(1986)-  33 54 30.     (N)    109 10 00.     (W)     SCALED    
 DT0467* NAVD 88     -      2526.686  (meters)    8289.64   (feet)  ADJUSTED  
 DT0467  ___________________________________________________________________
 DT0467  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0467  DYNAMIC HT  -        2522.503 (meters)    8275.91  (feet)  COMP
 DT0467  MODELED GRAV-     978,889.3   (mgal)                       NAVD 88
 DT0467
 DT0467  VERT ORDER  -  FIRST     CLASS II
 DT0467
 DT0467.The horizontal coordinates were scaled from a topographic map and have
 DT0467.an estimated accuracy of +/- 6 seconds.
 DT0467
 DT0467.The orthometric height was determined by differential leveling
 DT0467.and adjusted by the National Geodetic Survey in June 1991..
 DT0467
 DT0467.The geoid height was determined by GEOID03.
 DT0467
 DT0467.The dynamic height is computed by dividing the NAVD 88
 DT0467.geopotential number by the normal gravity value computed on the
 DT0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0467.degrees latitude (g = 980.6199 gals.).
 DT0467
 DT0467.The modeled gravity was interpolated from observed gravity values.
 DT0467
 DT0467;                    North         East    Units  Estimated Accuracy
 DT0467;SPC AZ E     -   322,940.      305,840.      MT  (+/- 180 meters Scaled)
 DT0467
 DT0467                          SUPERSEDED SURVEY CONTROL
 DT0467
 DT0467.No superseded survey control is available for this station.
 DT0467
 DT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC694535(NAD 83)
 DT0467_MARKER: DB = BENCH MARK DISK
 DT0467_SETTING: 66 = SET IN ROCK OUTCROP
 DT0467_SP_SET: ROCK OUTCROP
 DT0467_STAMPING: F 409 1980
 DT0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0467+STABILITY: POSITION/ELEVATION WELL
 DT0467
 DT0467  HISTORY     - Date     Condition        Report By
 DT0467  HISTORY     - 1980     MONUMENTED       NGS
 DT0467  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0467
 DT0467                          STATION DESCRIPTION
 DT0467
 DT0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0467'6.6 KM SE FROM NUTRIOSO.
 DT0467'6.6 KM (4.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0467'POST OFFICE IN NUTRIOSO, 0.6 KM (0.4 MI) SOUTHEAST OF A SIDE
 DT0467'ROAD LEADING NORTHEAST, 1.4 KM (0.9 MI) NORTHWEST OF MILE
 DT0467'POST 422, 30.4 METERS (99.6 FT) SOUTHWEST OF A FENCE, 18.0 METERS
 DT0467'(59.1 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A GUARD RAIL AND 11.3
 DT0467'METERS (37.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0467'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0467
 DT0467                          STATION RECOVERY (2005)
 DT0467
 DT0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0467'MARK NOT FOUND. HIGHWAY IS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0213 ***********************************************************************
 DT0213  DESIGNATION -  F 41
 DT0213  PID         -  DT0213
 DT0213  STATE/COUNTY-  AZ/APACHE
 DT0213  USGS QUAD   -  NUTRIOSO (1991)
 DT0213
 DT0213                         *CURRENT SURVEY CONTROL
 DT0213  ___________________________________________________________________
 DT0213* NAD 83(1986)-  33 54 06.     (N)    109 09 33.     (W)     SCALED    
 DT0213* NAVD 88     -      2577.755  (meters)    8457.18   (feet)  ADJUSTED  
 DT0213  ___________________________________________________________________
 DT0213  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0213  DYNAMIC HT  -        2573.477 (meters)    8443.15  (feet)  COMP
 DT0213  MODELED GRAV-     978,883.2   (mgal)                       NAVD 88
 DT0213
 DT0213  VERT ORDER  -  FIRST     CLASS II
 DT0213
 DT0213.The horizontal coordinates were scaled from a topographic map and have
 DT0213.an estimated accuracy of +/- 6 seconds.
 DT0213
 DT0213.The orthometric height was determined by differential leveling
 DT0213.and adjusted by the National Geodetic Survey in June 1991..
 DT0213
 DT0213.The geoid height was determined by GEOID03.
 DT0213
 DT0213.The dynamic height is computed by dividing the NAVD 88
 DT0213.geopotential number by the normal gravity value computed on the
 DT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0213.degrees latitude (g = 980.6199 gals.).
 DT0213
 DT0213.The modeled gravity was interpolated from observed gravity values.
 DT0213
 DT0213;                    North         East    Units  Estimated Accuracy
 DT0213;SPC AZ E     -   322,210.      306,540.      MT  (+/- 180 meters Scaled)
 DT0213
 DT0213                          SUPERSEDED SURVEY CONTROL
 DT0213
 DT0213  NGVD 29 (??/??/92) 2576.623  (m)         8453.47   (f) ADJ UNCH    1 2
 DT0213
 DT0213.Superseded values are not recommended for survey control.
 DT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0213.See file dsdata.txt to determine how the superseded data were derived.
 DT0213
 DT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC702527(NAD 83)
 DT0213_MARKER: DB = BENCH MARK DISK
 DT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0213_STAMPING: F 41 1934
 DT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0213+STABILITY: SURFACE MOTION
 DT0213
 DT0213  HISTORY     - Date     Condition        Report By
 DT0213  HISTORY     - 1934     MONUMENTED       CGS
 DT0213  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0213
 DT0213                          STATION DESCRIPTION
 DT0213
 DT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0213'4.5 MI NW FROM ALPINE.
 DT0213'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 260 AND 666 FROM ALPINE, APACHE
 DT0213'COUNTY, 4.6 MILES SOUTHEAST OF NUTRIOSO, 0.3 MILE WEST OF  A CATTLE
 DT0213'GUARD AND FENCE LINE, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DT0213'AND 12 FEET EAST OF A SMALL WASH.  A STANDARD DISK, STAMPED F 41 1934
 DT0213'AND SET IN THE TOP OF A CONCRETE POST.
 DT0213
 DT0213                          STATION RECOVERY (1980)
 DT0213
 DT0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0213'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0341 ***********************************************************************
 ER0341  DESIGNATION -  F 410
 ER0341  PID         -  ER0341
 ER0341  STATE/COUNTY-  AZ/APACHE
 ER0341  USGS QUAD   -  MC NARY (1985)
 ER0341
 ER0341                         *CURRENT SURVEY CONTROL
 ER0341  ___________________________________________________________________
 ER0341* NAD 83(1986)-  34 04 31.     (N)    109 47 16.     (W)     SCALED    
 ER0341* NAVD 88     -      2322.120  (meters)    7618.49   (feet)  ADJUSTED  
 ER0341  ___________________________________________________________________
 ER0341  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 ER0341  DYNAMIC HT  -        2318.462 (meters)    7606.49  (feet)  COMP
 ER0341  MODELED GRAV-     978,976.8   (mgal)                       NAVD 88
 ER0341
 ER0341  VERT ORDER  -  FIRST     CLASS II
 ER0341
 ER0341.The horizontal coordinates were scaled from a topographic map and have
 ER0341.an estimated accuracy of +/- 6 seconds.
 ER0341
 ER0341.The orthometric height was determined by differential leveling
 ER0341.and adjusted by the National Geodetic Survey in June 1991..
 ER0341
 ER0341.The geoid height was determined by GEOID03.
 ER0341
 ER0341.The dynamic height is computed by dividing the NAVD 88
 ER0341.geopotential number by the normal gravity value computed on the
 ER0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0341.degrees latitude (g = 980.6199 gals.).
 ER0341
 ER0341.The modeled gravity was interpolated from observed gravity values.
 ER0341
 ER0341;                    North         East    Units  Estimated Accuracy
 ER0341;SPC AZ E     -   341,070.      248,330.      MT  (+/- 180 meters Scaled)
 ER0341
 ER0341                          SUPERSEDED SURVEY CONTROL
 ER0341
 ER0341.No superseded survey control is available for this station.
 ER0341
 ER0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC118711(NAD 83)
 ER0341_MARKER: I = METAL ROD
 ER0341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0341+WITH SETTING: INFORMATION.
 ER0341_SP_SET: SHALLOW SET METAL ROD
 ER0341_STAMPING: F 410 1980
 ER0341_PROJECTION: FLUSH
 ER0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0341_ROD/PIPE-DEPTH: 1.5  meters
 ER0341
 ER0341  HISTORY     - Date     Condition        Report By
 ER0341  HISTORY     - 1980     MONUMENTED       NGS
 ER0341  HISTORY     - 20050729 GOOD             USPSQD
 ER0341
 ER0341                          STATION DESCRIPTION
 ER0341
 ER0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0341'6.5 KM EAST FROM MCNARY.
 ER0341'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0341'OFFICE IN MCNARY, THENCE 6.4 KM (4.0 MI) EAST ALONG STATE
 ER0341'HIGHWAY 260, 1.1 KM (0.7 MI) EAST OF A GRAVEL ROAD LEADING
 ER0341'NORTH-NORTHEAST, 0.6 KM (0.35 MI) WEST OF MILE POST 365,
 ER0341'29.7 METERS (97.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.6
 ER0341'METERS (1.9 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 1.5
 ER0341'METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0341'LOGO CAP.
 ER0341'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 ER0341'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0341
 ER0341                          STATION RECOVERY (2005)
 ER0341
 ER0341'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0361 ***********************************************************************
 ER0361  DESIGNATION -  F 411
 ER0361  PID         -  ER0361
 ER0361  STATE/COUNTY-  AZ/APACHE
 ER0361  USGS QUAD   -  GREER (1969)
 ER0361
 ER0361                         *CURRENT SURVEY CONTROL
 ER0361  ___________________________________________________________________
 ER0361* NAD 83(1986)-  34 04 23.     (N)    109 28 48.     (W)     SCALED    
 ER0361* NAVD 88     -      2560.420  (meters)    8400.31   (feet)  ADJUSTED  
 ER0361  ___________________________________________________________________
 ER0361  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0361  DYNAMIC HT  -        2556.259 (meters)    8386.66  (feet)  COMP
 ER0361  MODELED GRAV-     978,917.5   (mgal)                       NAVD 88
 ER0361
 ER0361  VERT ORDER  -  FIRST     CLASS II
 ER0361
 ER0361.The horizontal coordinates were scaled from a topographic map and have
 ER0361.an estimated accuracy of +/- 6 seconds.
 ER0361
 ER0361.The orthometric height was determined by differential leveling
 ER0361.and adjusted by the National Geodetic Survey in June 1991..
 ER0361
 ER0361.The geoid height was determined by GEOID03.
 ER0361
 ER0361.The dynamic height is computed by dividing the NAVD 88
 ER0361.geopotential number by the normal gravity value computed on the
 ER0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0361.degrees latitude (g = 980.6199 gals.).
 ER0361
 ER0361.The modeled gravity was interpolated from observed gravity values.
 ER0361
 ER0361;                    North         East    Units  Estimated Accuracy
 ER0361;SPC AZ E     -   340,970.      276,740.      MT  (+/- 180 meters Scaled)
 ER0361
 ER0361                          SUPERSEDED SURVEY CONTROL
 ER0361
 ER0361.No superseded survey control is available for this station.
 ER0361
 ER0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC402712(NAD 83)
 ER0361_MARKER: I = METAL ROD
 ER0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0361+WITH SETTING: INFORMATION.
 ER0361_SP_SET: SHALLOW SET METAL ROD
 ER0361_STAMPING: F 411 1980
 ER0361_PROJECTION: FLUSH
 ER0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0361_ROD/PIPE-DEPTH: 1.5  meters
 ER0361
 ER0361  HISTORY     - Date     Condition        Report By
 ER0361  HISTORY     - 1980     MONUMENTED       NGS
 ER0361  HISTORY     - 20050729 GOOD             USPSQD
 ER0361
 ER0361                          STATION DESCRIPTION
 ER0361
 ER0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0361'18.9 KM WEST FROM EAGAR.
 ER0361'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0361'OFFICE IN EAGAR, THENCE 18.7 KM (11.6 MI) WEST ALONG STATE
 ER0361'HIGHWAY 260, 0.5 KM (0.3 MI) SOUTHWEST OF MILE POST 385,
 ER0361'0.5 KM (0.3 MI) SOUTHWEST OF A ROAD LEADING WEST, AT A
 ER0361'TRACK ROAD LEADING NORTH AND NORTHEAST, 28.2 METERS (92.5 FT)
 ER0361'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 14.9 METERS (49.0 FT)
 ER0361'NORTHWEST OF THE CENTER  OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT
 ER0361'1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 ER0361'5-INCH LOGO CAP.
 ER0361'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 ER0361'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ER0361
 ER0361                          STATION RECOVERY (2005)
 ER0361
 ER0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1008 ***********************************************************************
 DV1008  DESIGNATION -  F 413 35
 DV1008  PID         -  DV1008
 DV1008  STATE/COUNTY-  AZ/LA PAZ
 DV1008  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1008
 DV1008                         *CURRENT SURVEY CONTROL
 DV1008  ___________________________________________________________________
 DV1008* NAD 83(1986)-  33 34 54.     (N)    113 25 31.     (W)     SCALED    
 DV1008* NAVD 88     -       431.91   (+/-2cm)    1417.0    (feet)  VERTCON   
 DV1008  ___________________________________________________________________
 DV1008  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1008
 DV1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1008
 DV1008.The horizontal coordinates were scaled from a topographic map and have
 DV1008.an estimated accuracy of +/- 6 seconds.
 DV1008
 DV1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1008.The vertical order pertains to the NGVD 29 superseded value.
 DV1008
 DV1008.The geoid height was determined by GEOID03.
 DV1008
 DV1008;                    North         East    Units  Estimated Accuracy
 DV1008;SPC AZ W     -   286,310.      243,500.      MT  (+/- 180 meters Scaled)
 DV1008
 DV1008                          SUPERSEDED SURVEY CONTROL
 DV1008
 DV1008  NGVD 29 (??/??/92)  431.236  (m)         1414.81   (f) ADJ UNCH    2 0
 DV1008
 DV1008.Superseded values are not recommended for survey control.
 DV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1008.See file dsdata.txt to determine how the superseded data were derived.
 DV1008
 DV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC749184(NAD 83)
 DV1008_MARKER: DB = BENCH MARK DISK
 DV1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1008_STAMPING: F 413 35 1962
 DV1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1008+STABILITY: SURFACE MOTION
 DV1008
 DV1008  HISTORY     - Date     Condition        Report By
 DV1008  HISTORY     - 1962     MONUMENTED       CGS
 DV1008
 DV1008                          STATION DESCRIPTION
 DV1008
 DV1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1008'23.2 MI SE FROM SALOME.
 DV1008'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1008'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1008'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1008'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1008'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1008'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1008'THENCE 5.8 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1008'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET
 DV1008'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1008'PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 DV1008'POST OFFICE AT SALOME BY GOING 18.5 MILES SOUTHEAST ALONG AN ASPHALT
 DV1008'PAVED ROAD, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0
 DV1008'MILE WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK
 DV1008'ROAD, THENCE 3.3 WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1008'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1004 ***********************************************************************
 DU1004  DESIGNATION -  F 414
 DU1004  PID         -  DU1004
 DU1004  STATE/COUNTY-  AZ/MARICOPA
 DU1004  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1004
 DU1004                         *CURRENT SURVEY CONTROL
 DU1004  ___________________________________________________________________
 DU1004* NAD 83(1986)-  33 14 16.     (N)    111 56 05.     (W)     SCALED    
 DU1004* NAVD 88     -       353.57   (+/-2cm)    1160.0    (feet)  VERTCON   
 DU1004  ___________________________________________________________________
 DU1004  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DU1004
 DU1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1004
 DU1004.The horizontal coordinates were scaled from a topographic map and have
 DU1004.an estimated accuracy of +/- 6 seconds.
 DU1004
 DU1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1004.The vertical order pertains to the NGVD 29 superseded value.
 DU1004
 DU1004.The geoid height was determined by GEOID03.
 DU1004
 DU1004;                    North         East    Units  Estimated Accuracy
 DU1004;SPC AZ C     -   248,120.      211,680.      MT  (+/- 180 meters Scaled)
 DU1004
 DU1004                          SUPERSEDED SURVEY CONTROL
 DU1004
 DU1004  NGVD 29 (??/??/92)  353.046  (m)         1158.29   (f) ADJ UNCH    2 0
 DU1004
 DU1004.Superseded values are not recommended for survey control.
 DU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1004.See file dsdata.txt to determine how the superseded data were derived.
 DU1004
 DU1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB129780(NAD 83)
 DU1004_MARKER: DB = BENCH MARK DISK
 DU1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1004_STAMPING: F 414 1962
 DU1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1004+STABILITY: SURFACE MOTION
 DU1004
 DU1004  HISTORY     - Date     Condition        Report By
 DU1004  HISTORY     - 1962     MONUMENTED       CGS
 DU1004
 DU1004                          STATION DESCRIPTION
 DU1004
 DU1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1004'12.4 MI SW FROM CHANDLER.
 DU1004'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1004'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1004'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 3.5 MILES
 DU1004'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1004'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 10 FEET NORTHEAST OF THE CENTER
 DU1004'OF THE TRACK ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DU1004'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1045 ***********************************************************************
 DV1045  DESIGNATION -  F 415 56
 DV1045  PID         -  DV1045
 DV1045  STATE/COUNTY-  AZ/MARICOPA
 DV1045  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1045
 DV1045                         *CURRENT SURVEY CONTROL
 DV1045  ___________________________________________________________________
 DV1045* NAD 83(1986)-  33 31 05.     (N)    113 03 25.     (W)     SCALED    
 DV1045* NAVD 88     -       397.55   (+/-2cm)    1304.3    (feet)  VERTCON   
 DV1045  ___________________________________________________________________
 DV1045  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1045
 DV1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1045
 DV1045.The horizontal coordinates were scaled from a topographic map and have
 DV1045.an estimated accuracy of +/- 6 seconds.
 DV1045
 DV1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1045.The vertical order pertains to the NGVD 29 superseded value.
 DV1045
 DV1045.The geoid height was determined by GEOID03.
 DV1045
 DV1045;                    North         East    Units  Estimated Accuracy
 DV1045;SPC AZ C     -   279,790.      107,430.      MT  (+/- 180 meters Scaled)
 DV1045
 DV1045                          SUPERSEDED SURVEY CONTROL
 DV1045
 DV1045  NGVD 29 (??/??/92)  396.906  (m)         1302.18   (f) ADJ UNCH    2 0
 DV1045
 DV1045.Superseded values are not recommended for survey control.
 DV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1045.See file dsdata.txt to determine how the superseded data were derived.
 DV1045
 DV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC089106(NAD 83)
 DV1045_MARKER: DB = BENCH MARK DISK
 DV1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1045_STAMPING: F 415 56 1962
 DV1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1045+STABILITY: SURFACE MOTION
 DV1045
 DV1045  HISTORY     - Date     Condition        Report By
 DV1045  HISTORY     - 1962     MONUMENTED       CGS
 DV1045
 DV1045                          STATION DESCRIPTION
 DV1045
 DV1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1045'7.55 MI NW FROM TONOPAH.
 DV1045'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1045'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 4.9 MILES
 DV1045'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1045'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL
 DV1045'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0900 ***********************************************************************
 DV0900  DESIGNATION -  F 416 79
 DV0900  PID         -  DV0900
 DV0900  STATE/COUNTY-  AZ/MARICOPA
 DV0900  USGS QUAD   -  BUCKEYE NW (1982)
 DV0900
 DV0900                         *CURRENT SURVEY CONTROL
 DV0900  ___________________________________________________________________
 DV0900* NAD 83(1986)-  33 26 05.     (N)    112 39 21.     (W)     SCALED    
 DV0900* NAVD 88     -       327.43   (+/-2cm)    1074.2    (feet)  VERTCON   
 DV0900  ___________________________________________________________________
 DV0900  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV0900
 DV0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0900
 DV0900.The horizontal coordinates were scaled from a topographic map and have
 DV0900.an estimated accuracy of +/- 6 seconds.
 DV0900
 DV0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0900.The vertical order pertains to the NGVD 29 superseded value.
 DV0900
 DV0900.The geoid height was determined by GEOID03.
 DV0900
 DV0900;                    North         East    Units  Estimated Accuracy
 DV0900;SPC AZ C     -   270,210.      144,630.      MT  (+/- 180 meters Scaled)
 DV0900
 DV0900                          SUPERSEDED SURVEY CONTROL
 DV0900
 DV0900  NGVD 29 (??/??/92)  326.786  (m)         1072.13   (f) ADJ UNCH    2 0
 DV0900
 DV0900.Superseded values are not recommended for survey control.
 DV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0900.See file dsdata.txt to determine how the superseded data were derived.
 DV0900
 DV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC460007(NAD 83)
 DV0900_MARKER: DB = BENCH MARK DISK
 DV0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0900_STAMPING: F 416 79 1962
 DV0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0900+STABILITY: SURFACE MOTION
 DV0900
 DV0900  HISTORY     - Date     Condition        Report By
 DV0900  HISTORY     - 1962     MONUMENTED       CGS
 DV0900
 DV0900                          STATION DESCRIPTION
 DV0900
 DV0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0900'8.2 MI NW FROM BUCKEYE.
 DV0900'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0900'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0900'WEST ALONG WEST BROADWAY, THENCE 1.5 MILES NORTH ALONG A GRAVEL ROAD,
 DV0900'THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV0900'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET
 DV0900'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV0900'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0845 ***********************************************************************
 CG0845  DESIGNATION -  F 418
 CG0845  PID         -  CG0845
 CG0845  STATE/COUNTY-  AZ/COCHISE
 CG0845  USGS QUAD   -  BENSON (1983)
 CG0845
 CG0845                         *CURRENT SURVEY CONTROL
 CG0845  ___________________________________________________________________
 CG0845* NAD 83(1986)-  31 58 00.     (N)    110 20 11.     (W)     SCALED    
 CG0845* NAVD 88     -      1206.966  (meters)    3959.85   (feet)  ADJUSTED  
 CG0845  ___________________________________________________________________
 CG0845  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0845  DYNAMIC HT  -        1205.153 (meters)    3953.91  (feet)  COMP
 CG0845  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 CG0845
 CG0845  VERT ORDER  -  FIRST     CLASS II
 CG0845
 CG0845.The horizontal coordinates were scaled from a topographic map and have
 CG0845.an estimated accuracy of +/- 6 seconds.
 CG0845
 CG0845.The orthometric height was determined by differential leveling
 CG0845.and adjusted by the National Geodetic Survey in June 1991..
 CG0845
 CG0845.The geoid height was determined by GEOID03.
 CG0845
 CG0845.The dynamic height is computed by dividing the NAVD 88
 CG0845.geopotential number by the normal gravity value computed on the
 CG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0845.degrees latitude (g = 980.6199 gals.).
 CG0845
 CG0845.The modeled gravity was interpolated from observed gravity values.
 CG0845
 CG0845;                    North         East    Units  Estimated Accuracy
 CG0845;SPC AZ E     -   107,180.      197,320.      MT  (+/- 180 meters Scaled)
 CG0845
 CG0845                          SUPERSEDED SURVEY CONTROL
 CG0845
 CG0845.No superseded survey control is available for this station.
 CG0845
 CG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA627369(NAD 83)
 CG0845_MARKER: DB = BENCH MARK DISK
 CG0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0845_SP_SET: STAINLESS STEEL ROD
 CG0845_STAMPING: F 418 1979
 CG0845_PROJECTION: FLUSH
 CG0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0845_ROD/PIPE-DEPTH: 7.01 meters
 CG0845
 CG0845  HISTORY     - Date     Condition        Report By
 CG0845  HISTORY     - 1979     MONUMENTED       NGS
 CG0845
 CG0845                          STATION DESCRIPTION
 CG0845
 CG0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0845'1.1 MI WEST FROM BENSON.
 CG0845'1.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0845'OVERPASS AT BENSON, 101 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 CG0845'TRAFFIC LANES, 174 FEET SOUTHWEST OF THE SOUTH I-BEAM SUPPORTING THE
 CG0845'SIGN READING EXIT 303 U. S. 80 TOMBSTONE BISBEE NEXT RIGHT, 110 FEET
 CG0845'SOUTHEAST OF MILE POST 303, 29.5 FEET EAST OF A FENCE CORNER POST IN
 CG0845'THE SOUTH RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-
 CG0845'WAY FENCE.
 CG0845'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0845'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0673 ***********************************************************************
 CY0673  DESIGNATION -  F 419
 CY0673  PID         -  CY0673
 CY0673  STATE/COUNTY-  AZ/COCHISE
 CY0673  USGS QUAD   -  OLGA (1974)
 CY0673
 CY0673                         *CURRENT SURVEY CONTROL
 CY0673  ___________________________________________________________________
 CY0673* NAD 83(1986)-  32 17 25.     (N)    109 19 21.     (W)     SCALED    
 CY0673* NAVD 88     -      1099.037  (meters)    3605.76   (feet)  ADJUSTED  
 CY0673  ___________________________________________________________________
 CY0673  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0673  DYNAMIC HT  -        1097.417 (meters)    3600.44  (feet)  COMP
 CY0673  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 CY0673
 CY0673  VERT ORDER  -  FIRST     CLASS II
 CY0673
 CY0673.The horizontal coordinates were scaled from a topographic map and have
 CY0673.an estimated accuracy of +/- 6 seconds.
 CY0673
 CY0673.The orthometric height was determined by differential leveling
 CY0673.and adjusted by the National Geodetic Survey in June 1991..
 CY0673
 CY0673.The geoid height was determined by GEOID03.
 CY0673
 CY0673.The dynamic height is computed by dividing the NAVD 88
 CY0673.geopotential number by the normal gravity value computed on the
 CY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0673.degrees latitude (g = 980.6199 gals.).
 CY0673
 CY0673.The modeled gravity was interpolated from observed gravity values.
 CY0673
 CY0673;                    North         East    Units  Estimated Accuracy
 CY0673;SPC AZ E     -   143,370.      292,870.      MT  (+/- 180 meters Scaled)
 CY0673
 CY0673                          SUPERSEDED SURVEY CONTROL
 CY0673
 CY0673.No superseded survey control is available for this station.
 CY0673
 CY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA579738(NAD 83)
 CY0673_MARKER: DB = BENCH MARK DISK
 CY0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0673_SP_SET: STAINLESS STEEL ROD
 CY0673_STAMPING: F 419 1979
 CY0673_PROJECTION: FLUSH
 CY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0673_ROD/PIPE-DEPTH: 7.3  meters
 CY0673
 CY0673  HISTORY     - Date     Condition        Report By
 CY0673  HISTORY     - 1979     MONUMENTED       NGS
 CY0673
 CY0673                          STATION DESCRIPTION
 CY0673
 CY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0673'9.8 KM WEST FROM SAN SIMON.
 CY0673'9.8 KILOMETERS (6.1 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0673'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.3 KILOMETER (0.2 MILE) EAST
 CY0673'OF RAILROAD BRIDGE 1108.19, 18.5 METERS (61 FEET) SOUTH OF THE
 CY0673'CENTERLINE OF THE OLD HIGHWAY, 20.9 METERS (69 FEET) NORTH OF THE
 CY0673'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10, 42.6
 CY0673'METERS (140 FEET) WEST OF A BRACED ANGLE IRON FENCE POST, 16.7 METERS
 CY0673'(55 FEET) EAST-NORTHEAST OF THE NORTH END OF A 0.6-METER PIPE CULVERT
 CY0673'UNDER INTERSTATE 10 AND 0.4 METER (1.3 FEET) NORTH OF A FENCE.
 CY0673'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CY0673'THE MARK IS 1 M BELOW OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0252 ***********************************************************************
 ER0252  DESIGNATION -  F 42
 ER0252  PID         -  ER0252
 ER0252  STATE/COUNTY-  AZ/APACHE
 ER0252  USGS QUAD   -  GREENS PEAK (1969)
 ER0252
 ER0252                         *CURRENT SURVEY CONTROL
 ER0252  ___________________________________________________________________
 ER0252* NAD 83(1986)-  34 02 45.     (N)    109 35 20.     (W)     SCALED    
 ER0252* NAVD 88     -      2776.899  (meters)    9110.54   (feet)  ADJUSTED  
 ER0252  ___________________________________________________________________
 ER0252  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0252  DYNAMIC HT  -        2772.284 (meters)    9095.40  (feet)  COMP
 ER0252  MODELED GRAV-     978,872.4   (mgal)                       NAVD 88
 ER0252
 ER0252  VERT ORDER  -  FIRST     CLASS II
 ER0252
 ER0252.The horizontal coordinates were scaled from a topographic map and have
 ER0252.an estimated accuracy of +/- 6 seconds.
 ER0252
 ER0252.The orthometric height was determined by differential leveling
 ER0252.and adjusted by the National Geodetic Survey in June 1991..
 ER0252.WARNING-Repeat measurements at this control monument indicate possible
 ER0252.vertical movement.
 ER0252
 ER0252.The geoid height was determined by GEOID03.
 ER0252
 ER0252.The dynamic height is computed by dividing the NAVD 88
 ER0252.geopotential number by the normal gravity value computed on the
 ER0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0252.degrees latitude (g = 980.6199 gals.).
 ER0252
 ER0252.The modeled gravity was interpolated from observed gravity values.
 ER0252
 ER0252;                    North         East    Units  Estimated Accuracy
 ER0252;SPC AZ E     -   337,890.      266,700.      MT  (+/- 180 meters Scaled)
 ER0252
 ER0252                          SUPERSEDED SURVEY CONTROL
 ER0252
 ER0252  NGVD 29 (??/??/92) 2775.691  (m)         9106.58   (f) ADJ UNCH    1 2
 ER0252
 ER0252.Superseded values are not recommended for survey control.
 ER0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0252.See file dsdata.txt to determine how the superseded data were derived.
 ER0252
 ER0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC302681(NAD 83)
 ER0252_MARKER: DB = BENCH MARK DISK
 ER0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0252_SP_SET: SWALE
 ER0252_STAMPING: F-42 1934
 ER0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0252
 ER0252  HISTORY     - Date     Condition        Report By
 ER0252  HISTORY     - 1934     MONUMENTED       CGS
 ER0252  HISTORY     - 1970     GOOD             USGS
 ER0252  HISTORY     - 1980     GOOD             NGS
 ER0252  HISTORY     - 20050729 GOOD             USPSQD
 ER0252
 ER0252                          STATION DESCRIPTION
 ER0252
 ER0252'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0252'17.3 MI E FROM MCNARY.
 ER0252'16.8 MILES EAST ALONG STATE HWY. NO. 73 FROM NCNARY, AND 0.2 MILES
 ER0252'EAST OF THE JUNCTION OF STATE HWYS. 73 AND 273, 300 FT. NORTH OF HWY.
 ER0252'73 AND 300 FT. SOUTH OF RAIL ROAD TRACKS IN THE TOP OF A LARGE ROCK AT
 ER0252'THE NORTH EDGE OF A SMALL SWALE.  A STANDARD DISK STAMPED F-42 1934.
 ER0252
 ER0252                          STATION RECOVERY (1980)
 ER0252
 ER0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0252'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0252'OFFICE IN MCNARY, THENCE 27.5 KM (17.1 MI) EAST ALONG STATE
 ER0252'HIGHWAY 260, ALSO 0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY
 ER0252'180 B FROM THE POST OFFICE IN EAGAR, THENCE 30.0 KM (18.65
 ER0252'MI) WEST ALONG STATE HIGHWAY 260, 0.3 KM (0.2 MI) EAST OF
 ER0252'THE JUNCTION OF STATE HIGHWAY 273, IN TOP OF A 4 BY 4 FT ROCK
 ER0252'OUTCROP PROJECTING 0.6 METERS (2.0 FT), 61.0 METERS (200.0 FT)
 ER0252'NORTH OF THE CENTERLINE OF THE HIGHWAY, 57.3 METERS (188.0 FT)
 ER0252'NORTHEAST OF THE NORTH POST OF A GATE AND 30.5 METERS (100.0 FT)
 ER0252'NORTH OF A FENCE.
 ER0252'THE MARK IS 30.6 METERS  N FROM A WITNESS POST.
 ER0252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0252
 ER0252                          STATION RECOVERY (2005)
 ER0252
 ER0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0601 ***********************************************************************
 CY0601  DESIGNATION -  F 420
 CY0601  PID         -  CY0601
 CY0601  STATE/COUNTY-  AZ/COCHISE
 CY0601  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0601
 CY0601                         *CURRENT SURVEY CONTROL
 CY0601  ___________________________________________________________________
 CY0601* NAD 83(1986)-  32 00 58.     (N)    109 52 06.     (W)     SCALED    
 CY0601* NAVD 88     -      1278.359  (meters)    4194.08   (feet)  ADJUSTED  
 CY0601  ___________________________________________________________________
 CY0601  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0601  DYNAMIC HT  -        1276.409 (meters)    4187.69  (feet)  COMP
 CY0601  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 CY0601
 CY0601  VERT ORDER  -  FIRST     CLASS II
 CY0601
 CY0601.The horizontal coordinates were scaled from a topographic map and have
 CY0601.an estimated accuracy of +/- 6 seconds.
 CY0601
 CY0601.The orthometric height was determined by differential leveling
 CY0601.and adjusted by the National Geodetic Survey in June 1991..
 CY0601
 CY0601.The geoid height was determined by GEOID03.
 CY0601
 CY0601.The dynamic height is computed by dividing the NAVD 88
 CY0601.geopotential number by the normal gravity value computed on the
 CY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0601.degrees latitude (g = 980.6199 gals.).
 CY0601
 CY0601.The modeled gravity was interpolated from observed gravity values.
 CY0601
 CY0601;                    North         East    Units  Estimated Accuracy
 CY0601;SPC AZ E     -   112,690.      241,540.      MT  (+/- 180 meters Scaled)
 CY0601
 CY0601                          SUPERSEDED SURVEY CONTROL
 CY0601
 CY0601.No superseded survey control is available for this station.
 CY0601
 CY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA068427(NAD 83)
 CY0601_MARKER: DB = BENCH MARK DISK
 CY0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0601_SP_SET: STAINLESS STEEL ROD
 CY0601_STAMPING: F 420 1980
 CY0601_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0601+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0601_ROD/PIPE-DEPTH: 7.5  meters
 CY0601
 CY0601  HISTORY     - Date     Condition        Report By
 CY0601  HISTORY     - 1980     MONUMENTED       NGS
 CY0601  HISTORY     - 20060506 GOOD             NGS
 CY0601
 CY0601                          STATION DESCRIPTION
 CY0601
 CY0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0601'9.4 KM NW FROM PEARCE.
 CY0601'9.4 KILOMETERS (5.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CY0601'THE POST OFFICE IN PEARCE, 0.8 KILOMETER (0.5 MILE) NORTHWEST OF
 CY0601'RICHLAND WAY AND A GENERAL STORE, 14.7 METERS (48.5 FEET) NORTHEAST
 CY0601'OF THE CENTERLINE OF THE HIGHWAY, 9.4 (31.0 FEET) NORTHEAST OF
 CY0601'HIGHWAY MILEPOST 54, 63.9 METERS (210.0 FEET) NORTHWEST OF TELEPHONE
 CY0601'POLE NUMBER 8, 0.45 METER (1.5 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CY0601'FENCE, 48.4 METERS (159 FEET) SOUTHEAST OF TELEPHONE POLE NUMBER
 CY0601'7 WITH TWO GUY WIRES.
 CY0601'THE MARK IS .9 METERS  SE FROM A WITNESS POST.
 CY0601'THE MARK IS .9 M BELOW HIGHWAY CENTERLINE.
 CY0601
 CY0601                          STATION RECOVERY (2006)
 CY0601
 CY0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0601'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0227 ***********************************************************************
 CF0227  DESIGNATION -  F 421
 CF0227  PID         -  CF0227
 CF0227  STATE/COUNTY-  AZ/COCHISE
 CF0227  USGS QUAD   -  ELFRIDA (1986)
 CF0227
 CF0227                         *CURRENT SURVEY CONTROL
 CF0227  ___________________________________________________________________
 CF0227* NAD 83(1986)-  31 39 56.     (N)    109 40 45.     (W)     SCALED    
 CF0227* NAVD 88     -      1260.407  (meters)    4135.19   (feet)  ADJUSTED  
 CF0227  ___________________________________________________________________
 CF0227  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0227  DYNAMIC HT  -        1258.450 (meters)    4128.76  (feet)  COMP
 CF0227  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 CF0227
 CF0227  VERT ORDER  -  FIRST     CLASS II
 CF0227
 CF0227.The horizontal coordinates were scaled from a topographic map and have
 CF0227.an estimated accuracy of +/- 6 seconds.
 CF0227
 CF0227.The orthometric height was determined by differential leveling
 CF0227.and adjusted by the National Geodetic Survey in June 1991..
 CF0227
 CF0227.The geoid height was determined by GEOID03.
 CF0227
 CF0227.The dynamic height is computed by dividing the NAVD 88
 CF0227.geopotential number by the normal gravity value computed on the
 CF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0227.degrees latitude (g = 980.6199 gals.).
 CF0227
 CF0227.The modeled gravity was interpolated from observed gravity values.
 CF0227
 CF0227;                    North         East    Units  Estimated Accuracy
 CF0227;SPC AZ E     -    73,890.      259,590.      MT  (+/- 180 meters Scaled)
 CF0227
 CF0227                          SUPERSEDED SURVEY CONTROL
 CF0227
 CF0227.No superseded survey control is available for this station.
 CF0227
 CF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA252041(NAD 83)
 CF0227_MARKER: DB = BENCH MARK DISK
 CF0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0227_SP_SET: STAINLESS STEEL ROD
 CF0227_STAMPING: F 421 1980
 CF0227_PROJECTION: FLUSH
 CF0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0227_ROD/PIPE-DEPTH: 4.5  meters
 CF0227
 CF0227  HISTORY     - Date     Condition        Report By
 CF0227  HISTORY     - 1980     MONUMENTED       NGS
 CF0227
 CF0227                          STATION DESCRIPTION
 CF0227
 CF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0227'2.1 KM SOUTH FROM ELFRIDA.
 CF0227'2.1 KILOMETERS (1.35 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0227'THE POST OFFICE IN ELFRIDA, 30.3 METERS (99.5 FEET) EAST OF THE
 CF0227'CENTERLINE OF THE HIGHWAY, 46.6 METERS (153 FEET) SOUTH OF POWER
 CF0227'POLE NUMBER 4, 23.2 METERS (76 FEET) EAST OF MILEPOST 23, 10.9
 CF0227'METERS (36 FEET) NORTHEAST OF POWER POLE NUMBER 3, 0.3 METER
 CF0227'(1 FOOT) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0227'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0227'THE MARK IS 1.8 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1229 ***********************************************************************
 DV1229  DESIGNATION -  F 422
 DV1229  PID         -  DV1229
 DV1229  STATE/COUNTY-  AZ/MARICOPA
 DV1229  USGS QUAD   -  ENID (1978)
 DV1229
 DV1229                         *CURRENT SURVEY CONTROL
 DV1229  ___________________________________________________________________
 DV1229* NAD 83(1986)-  33 04 42.     (N)    112 12 09.     (W)     SCALED    
 DV1229* NAVD 88     -       411.464  (meters)    1349.94   (feet)  ADJUSTED  
 DV1229  ___________________________________________________________________
 DV1229  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1229  DYNAMIC HT  -         410.967 (meters)    1348.31  (feet)  COMP
 DV1229  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 DV1229
 DV1229  VERT ORDER  -  FIRST     CLASS II
 DV1229
 DV1229.The horizontal coordinates were scaled from a topographic map and have
 DV1229.an estimated accuracy of +/- 6 seconds.
 DV1229
 DV1229.The orthometric height was determined by differential leveling
 DV1229.and adjusted by the National Geodetic Survey in June 1991..
 DV1229
 DV1229.The geoid height was determined by GEOID03.
 DV1229
 DV1229.The dynamic height is computed by dividing the NAVD 88
 DV1229.geopotential number by the normal gravity value computed on the
 DV1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1229.degrees latitude (g = 980.6199 gals.).
 DV1229
 DV1229.The modeled gravity was interpolated from observed gravity values.
 DV1229
 DV1229;                    North         East    Units  Estimated Accuracy
 DV1229;SPC AZ C     -   230,480.      186,670.      MT  (+/- 180 meters Scaled)
 DV1229
 DV1229                          SUPERSEDED SURVEY CONTROL
 DV1229
 DV1229.No superseded survey control is available for this station.
 DV1229
 DV1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB877606(NAD 83)
 DV1229_MARKER: DB = BENCH MARK DISK
 DV1229_SETTING: 66 = SET IN ROCK OUTCROP
 DV1229_SP_SET: ROCK OUTCROP
 DV1229_STAMPING: F 422 1980
 DV1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1229+STABILITY: POSITION/ELEVATION WELL
 DV1229
 DV1229  HISTORY     - Date     Condition        Report By
 DV1229  HISTORY     - 1980     MONUMENTED       NGS
 DV1229
 DV1229                          STATION DESCRIPTION
 DV1229
 DV1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1229'16.1 KM WEST FROM MARICOPA.
 DV1229'15.3 KILOMETERS (9.5 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DV1229'FROM THE MARICOPA RAILROAD CROSSING IN MARICOPA, THENCE 0.8 KILOMETER
 DV1229'(0.5 MILE) NORTH ALONG A DIRT-GRAVEL ROAD (POWERLINE ROAD), SET IN
 DV1229'TOP OF GRANITE ROCK OUTCROP ON THE EAST SLOPE OF A SMALL KNOLL ON
 DV1229'THE WEST SIDE OF THE ROAD, ABOUT 150 PACES NORTH OF THE THIRD
 DV1229'POWERLINE TOWER NORTH OF MARICOPA ROAD, 76.2 METERS (250 FEET) SOUTH
 DV1229'OF A SMALL TURNAROUND IN THE ROAD, 30.5 METERS (100 FEET) WEST OF
 DV1229'THE CENTER OF THE POWER LINE AND 5.5 METERS (18 FEET) WEST OF THE
 DV1229'CENTERLINE OF THE ROAD.  THE MARK IS ABOUT ONE FOOT HIGHER THAN THE
 DV1229'BASE OF THE WITNESS POST.
 DV1229'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DV1229'THE MARK IS 0.9 M ABOVE CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0889 ***********************************************************************
 CG0889  DESIGNATION -  F 423
 CG0889  PID         -  CG0889
 CG0889  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0889  USGS QUAD   -  NOGALES (1981)
 CG0889
 CG0889                         *CURRENT SURVEY CONTROL
 CG0889  ___________________________________________________________________
 CG0889* NAD 83(1986)-  31 21 42.     (N)    110 55 51.     (W)     SCALED    
 CG0889* NAVD 88     -      1147.261  (meters)    3763.97   (feet)  ADJUSTED  
 CG0889  ___________________________________________________________________
 CG0889  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0889  DYNAMIC HT  -        1145.478 (meters)    3758.12  (feet)  COMP
 CG0889  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 CG0889
 CG0889  VERT ORDER  -  FIRST     CLASS II
 CG0889
 CG0889.The horizontal coordinates were scaled from a topographic map and have
 CG0889.an estimated accuracy of +/- 6 seconds.
 CG0889
 CG0889.The orthometric height was determined by differential leveling
 CG0889.and adjusted by the National Geodetic Survey in June 1991..
 CG0889
 CG0889.The geoid height was determined by GEOID03.
 CG0889
 CG0889.The dynamic height is computed by dividing the NAVD 88
 CG0889.geopotential number by the normal gravity value computed on the
 CG0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0889.degrees latitude (g = 980.6199 gals.).
 CG0889
 CG0889.The modeled gravity was interpolated from observed gravity values.
 CG0889
 CG0889;                    North         East    Units  Estimated Accuracy
 CG0889;SPC AZ C     -    40,520.      307,150.      MT  (+/- 180 meters Scaled)
 CG0889
 CG0889                          SUPERSEDED SURVEY CONTROL
 CG0889
 CG0889.No superseded survey control is available for this station.
 CG0889
 CG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV065696(NAD 83)
 CG0889_MARKER: DB = BENCH MARK DISK
 CG0889_SETTING: 66 = SET IN ROCK OUTCROP
 CG0889_SP_SET: ROCK OUTCROP
 CG0889_STAMPING: F 423 1980
 CG0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0889+STABILITY: POSITION/ELEVATION WELL
 CG0889
 CG0889  HISTORY     - Date     Condition        Report By
 CG0889  HISTORY     - 1980     MONUMENTED       NGS
 CG0889
 CG0889                          STATION DESCRIPTION
 CG0889
 CG0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0889'3.2 KM NE FROM NOGALES.
 CG0889'3.2 KILOMETERS (2.0 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0889'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE NORTH END OF
 CG0889'THE SECOND U. S. HIGHWAY 89 CUT SOUTH OF THE VALENCIA SUBSTATION
 CG0889'(0.2 KILOMETER (0.1 MILE)), IN TOP OF A 1- BY 4-METER (3- BY 12-FOOT)
 CG0889'FLAT OUTCROP OF SOFT SANDSTONE BEDROCK, 7.9 METERS (26 FEET) WEST OF
 CG0889'THE WEST CONCRETE CURB FOR U. S. HIGHWAY 89, 32.4 METERS (106 FEET)
 CG0889'SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A PIPE CULVERT UNDER
 CG0889'HIGHWAY 89, 8.6 METERS (28 FEET) SOUTH OF AN ANGLE IRON HIGHWAY
 CG0889'RIGHT-OF-WAY MARKER 122+00.00 AND 1.3 METERS (4.3 FEET) EAST OF THE
 CG0889'WEST HIGHWAY RIGHT-OF-WAY FENCE.
 CG0889'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CG0889'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1438 ***********************************************************************
 CZ1438  DESIGNATION -  F 424
 CZ1438  PID         -  CZ1438
 CZ1438  STATE/COUNTY-  AZ/PIMA
 CZ1438  USGS QUAD   -  MARANA (1992)
 CZ1438
 CZ1438                         *CURRENT SURVEY CONTROL
 CZ1438  ___________________________________________________________________
 CZ1438* NAD 83(1992)-  32 29 04.00011(N)    111 14 48.83027(W)     ADJUSTED  
 CZ1438* NAVD 88     -       593.262  (meters)    1946.39   (feet)  ADJUSTED  
 CZ1438  ___________________________________________________________________
 CZ1438  X           -  -1,951,773.744 (meters)                     COMP
 CZ1438  Y           -  -5,019,782.567 (meters)                     COMP
 CZ1438  Z           -   3,406,170.913 (meters)                     COMP
 CZ1438  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1438  ELLIP HEIGHT-         563.71  (meters)          (06/11/02) GPS OBS
 CZ1438  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ1438  DYNAMIC HT  -         592.484 (meters)    1943.84  (feet)  COMP
 CZ1438  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CZ1438  OBS GRAVITY -     979,308.7   (mgal)                       GRAV_OBS
 CZ1438
 CZ1438  HORZ ORDER  -  FIRST
 CZ1438  VERT ORDER  -  FIRST     CLASS II
 CZ1438  ELLP ORDER  -  FOURTH    CLASS II
 CZ1438
 CZ1438.The horizontal coordinates were established by GPS observations
 CZ1438.and adjusted by the National Geodetic Survey in August 1993..
 CZ1438
 CZ1438.The orthometric height was determined by differential leveling
 CZ1438.and adjusted by the National Geodetic Survey in June 1991..
 CZ1438
 CZ1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1438
 CZ1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1438
 CZ1438.The ellipsoidal height was determined by GPS observations
 CZ1438.and is referenced to NAD 83.
 CZ1438
 CZ1438.The geoid height was determined by GEOID03.
 CZ1438
 CZ1438.The dynamic height is computed by dividing the NAVD 88
 CZ1438.geopotential number by the normal gravity value computed on the
 CZ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1438.degrees latitude (g = 980.6199 gals.).
 CZ1438
 CZ1438.The modeled gravity was interpolated from observed gravity values.
 CZ1438.The observed gravity was obtained from relative gravimeter ties
 CZ1438.to the IGSN71 gravity network.
 CZ1438
 CZ1438;                    North         East     Units Scale Factor Converg.
 CZ1438;SPC AZ C     -   164,779.817   276,307.904   MT  0.99994885   +0 21 35.0
 CZ1438;SPC AZ C     -   540,616.20    906,521.99   iFT  0.99994885   +0 21 35.0
 CZ1438;UTM  12      - 3,594,161.610   476,802.651   MT  0.99960664   -0 07 57.4
 CZ1438
 CZ1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1438!SPC AZ C     -   0.99991150  x   0.99994885  =   0.99986035
 CZ1438!UTM  12      -   0.99991150  x   0.99960664  =   0.99951817
 CZ1438
 CZ1438                          SUPERSEDED SURVEY CONTROL
 CZ1438
 CZ1438  ELLIP H (08/23/93)  563.77   (m)                       GP(       ) 4 2
 CZ1438  NAD 83(1986)-  32 29 03.99528(N)    111 14 48.83051(W) AD(       ) 1
 CZ1438  NGVD 29 (05/25/90)  592.6    (m)         1944.     (f) GPS OBS        
 CZ1438
 CZ1438.Superseded values are not recommended for survey control.
 CZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1438.See file dsdata.txt to determine how the superseded data were derived.
 CZ1438
 CZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7680394162(NAD 83)
 CZ1438_MARKER: DB = BENCH MARK DISK
 CZ1438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1438_SP_SET: STAINLESS STEEL ROD
 CZ1438_STAMPING: F 424 1980
 CZ1438_PROJECTION: FLUSH
 CZ1438_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1438+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ1438_ROD/PIPE-DEPTH: 7.6  meters
 CZ1438
 CZ1438  HISTORY     - Date     Condition        Report By
 CZ1438  HISTORY     - 1980     MONUMENTED       NGS
 CZ1438  HISTORY     - 1987     GOOD             NGS
 CZ1438  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 CZ1438
 CZ1438                          STATION DESCRIPTION
 CZ1438
 CZ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1438'39.6 KM NW FROM TUCSON.
 CZ1438'39.6 KILOMETERS (24.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1438'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 959.28,
 CZ1438'AT AN OFFSET IN THE RIGHT-OF-WAY BETWEEN THE FRONTAGE ROAD AND
 CZ1438'INTERSTATE HIGHWAY 10, 34.65 METERS (113.6 FEET) SOUTH OF THE SOUTH
 CZ1438'EAST END OF THE SOUTHWEST HEADWALL OF A SIX CHANNEL FRONTAGE ROAD
 CZ1438'CONCRETE BRIDGE, 40.2 METERS (131.8 FEET) NORTHEAST OF THE CENTERLINE
 CZ1438'OF INTERSTATE HIGHWAY 10 WEST BOUND TRAFFIC LANE, 16.4 METERS
 CZ1438'(53.8 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 CZ1438'2.1 METERS (6.9 FEET) NORTHWEST OF A RIGHT-OF-WAY A BRACED ANGLE
 CZ1438'POST AND IN LINE WITH THE FENCE LEADING SOUTHEAST, 0.7 METER
 CZ1438'(2.3 FEET) NORTH OF THE RIGH-OF-WAY FENCE.
 CZ1438'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CZ1438'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE RAOD.
 CZ1438
 CZ1438                          STATION RECOVERY (1987)
 CZ1438
 CZ1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1438'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1438'IN GOOD CONDITION.
 CZ1438'
 CZ1438'THE STATION IS LOCATED ABOUT 59.5 KM (37 MI)
 CZ1438'NORTHWEST OF TUCSON,
 CZ1438'19.3 KM (12 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ1438'6.4 KM (4 MI) NORTHWEST OF MARANA.
 CZ1438'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ1438'
 CZ1438'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1438'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ1438'MARANA, GO NORTH-NORTHEAST FOR 0.1 KM (0.05 MI) ON SANDARIO ROAD TO
 CZ1438'A STOP SIGN AT THE FRONTAGE ROAD.
 CZ1438'TURN LEFT AND GO NORTHWEST FOR 3.7 KM (2.3 MI) ON THE FRONTAGE ROAD
 CZ1438'TO THE STATION ON THE LEFT.
 CZ1438'
 CZ1438'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 CZ1438'STAMPED---F 424 1980---,
 CZ1438'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO AN UNKNOWN
 CZ1438'DEPTH ENCASED IN A PVC PIPE 10 CM IN DIAMETER WITH SCREW CAP.
 CZ1438'LOCATED
 CZ1438'34.8 METERS (114.17 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 CZ1438'CONCRETE CULVERT HEADWALL,
 CZ1438'27.6 METERS (90.55 FT) WEST FROM THE POWERLINE POLE NUMBER 1795,
 CZ1438'16.6 METERS (54.46 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 CZ1438'FRONTAGE ROAD AND
 CZ1438'0.8 METERS (2.62 FT) NORTHEAST FROM A METAL WITNESS POST.
 CZ1438'
 CZ1438'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1438'
 CZ1438'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1438'
 CZ1438'DESCRIBED BY G.S. HART.
 CZ1438
 CZ1438                          STATION RECOVERY (1996)
 CZ1438
 CZ1438'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0428 ***********************************************************************
 DT0428  DESIGNATION -  F 43
 DT0428  PID         -  DT0428
 DT0428  STATE/COUNTY-  AZ/NAVAJO
 DT0428  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0428
 DT0428                         *CURRENT SURVEY CONTROL
 DT0428  ___________________________________________________________________
 DT0428* NAD 83(1986)-  33 53 19.     (N)    109 56 58.     (W)     SCALED    
 DT0428* NAVD 88     -      1680.591  (meters)    5513.74   (feet)  ADJUSTED  
 DT0428  ___________________________________________________________________
 DT0428  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DT0428  DYNAMIC HT  -        1678.117 (meters)    5505.62  (feet)  COMP
 DT0428  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 DT0428
 DT0428  VERT ORDER  -  FIRST     CLASS II
 DT0428
 DT0428.The horizontal coordinates were scaled from a topographic map and have
 DT0428.an estimated accuracy of +/- 6 seconds.
 DT0428
 DT0428.The orthometric height was determined by differential leveling
 DT0428.and adjusted by the National Geodetic Survey in June 1991..
 DT0428
 DT0428.The geoid height was determined by GEOID03.
 DT0428
 DT0428.The dynamic height is computed by dividing the NAVD 88
 DT0428.geopotential number by the normal gravity value computed on the
 DT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0428.degrees latitude (g = 980.6199 gals.).
 DT0428
 DT0428.The modeled gravity was interpolated from observed gravity values.
 DT0428
 DT0428;                    North         East    Units  Estimated Accuracy
 DT0428;SPC AZ E     -   320,320.      233,450.      MT  (+/- 180 meters Scaled)
 DT0428
 DT0428                          SUPERSEDED SURVEY CONTROL
 DT0428
 DT0428  NGVD 29 (??/??/92) 1679.827  (m)         5511.23   (f) ADJ UNCH    1 2
 DT0428
 DT0428.Superseded values are not recommended for survey control.
 DT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0428.See file dsdata.txt to determine how the superseded data were derived.
 DT0428
 DT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC971503(NAD 83)
 DT0428_MARKER: DB = BENCH MARK DISK
 DT0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0428_STAMPING: F 43 1934
 DT0428_PROJECTION: PROJECTING 25 CENTIMETERS
 DT0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0428+STABILITY: SURFACE MOTION
 DT0428
 DT0428  HISTORY     - Date     Condition        Report By
 DT0428  HISTORY     - 1934     MONUMENTED       CGS
 DT0428  HISTORY     - 1979     GOOD             NGS
 DT0428
 DT0428                          STATION DESCRIPTION
 DT0428
 DT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0428'3.8 MI N FROM WHITERIVER.
 DT0428'3.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0428'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET SOUTH OF A
 DT0428'POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 43
 DT0428'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DT0428
 DT0428                          STATION RECOVERY (1979)
 DT0428
 DT0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0428'3.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0428'HEADQUARTERS IN WHITERIVER, 0.25 MILE NORTH OF A PAVED ROAD LEADING
 DT0428'EAST, 76 FEET NORTH OF UTILITY POLE NUMBER 1 320 1 88, 44.1 FEET
 DT0428'SOUTHEAST OF HIGHWAY MILE MARKER 343, 43 FEET EAST OF THE CENTERLINE
 DT0428'OF THE HIGHWAY AND 11.1 FEET WEST OF A BARBED WIRE FENCE.
 DT0428'NOTE=CORNERS OF THE MONUMENT HAVE BEEN CHIPPED, BUT IT DOES NO
 DT0428'APPEAR TO HAVE MOVED.
 DT0428'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1477 ***********************************************************************
 CZ1477  DESIGNATION -  F 430
 CZ1477  PID         -  CZ1477
 CZ1477  STATE/COUNTY-  AZ/PIMA
 CZ1477  USGS QUAD   -  VAIL (1981)
 CZ1477
 CZ1477                         *CURRENT SURVEY CONTROL
 CZ1477  ___________________________________________________________________
 CZ1477* NAD 83(1986)-  32 00 46.     (N)    110 42 04.     (W)     SCALED    
 CZ1477* NAVD 88     -      1026.929  (meters)    3369.18   (feet)  ADJUSTED  
 CZ1477  ___________________________________________________________________
 CZ1477  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CZ1477  DYNAMIC HT  -        1025.448 (meters)    3364.32  (feet)  COMP
 CZ1477  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 CZ1477
 CZ1477  VERT ORDER  -  FIRST     CLASS II
 CZ1477
 CZ1477.The horizontal coordinates were scaled from a topographic map and have
 CZ1477.an estimated accuracy of +/- 6 seconds.
 CZ1477
 CZ1477.The orthometric height was determined by differential leveling
 CZ1477.and adjusted by the National Geodetic Survey in June 1991..
 CZ1477
 CZ1477.The geoid height was determined by GEOID03.
 CZ1477
 CZ1477.The dynamic height is computed by dividing the NAVD 88
 CZ1477.geopotential number by the normal gravity value computed on the
 CZ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1477.degrees latitude (g = 980.6199 gals.).
 CZ1477
 CZ1477.The modeled gravity was interpolated from observed gravity values.
 CZ1477
 CZ1477;                    North         East    Units  Estimated Accuracy
 CZ1477;SPC AZ C     -   112,930.      328,200.      MT  (+/- 180 meters Scaled)
 CZ1477
 CZ1477                          SUPERSEDED SURVEY CONTROL
 CZ1477
 CZ1477.No superseded survey control is available for this station.
 CZ1477
 CZ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA282418(NAD 83)
 CZ1477_MARKER: I = METAL ROD
 CZ1477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1477_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1477_STAMPING: F 430 1979
 CZ1477_PROJECTION: FLUSH
 CZ1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1477+STABILITY: POSITION/ELEVATION WELL
 CZ1477_ROD/PIPE-DEPTH: 9.14 meters
 CZ1477_SLEEVE-DEPTH  : 7.62 meters
 CZ1477
 CZ1477  HISTORY     - Date     Condition        Report By
 CZ1477  HISTORY     - 1979     MONUMENTED       NGS
 CZ1477
 CZ1477                          STATION DESCRIPTION
 CZ1477
 CZ1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1477'20.3 MI SE FROM TUCSON.
 CZ1477'20.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1477'HIGHWAY 89 INTERCHANGE AT TUCSON, AT AN OFFSET IN THE SOUTHWEST
 CZ1477'RIGHT-OF-WAY FENCE, AT THE NORTHWEST END OF A TURN AROUND LOOP IN THE
 CZ1477'IN THE SOUTHWEST FRONTAGE ROAD,
 CZ1477'89 FEET SOUTHWEST
 CZ1477'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 70 FEET WEST OF MILE
 CZ1477'POST 281, 9 FEET SOUTHEAST OF THE SOUTHEAST OFFSET FENCE CORNER POST
 CZ1477'7 FEET SOUTHEAST OF A CYCLONE FENCE,
 CZ1477'6 FEET NORTHEAST OF THE EXTENDED FENCELINE OF A RIGHT-OF-WAY
 CZ1477'FENCE LEADING NORTHWEST.
 CZ1477'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ1477'THE MARK IS 3 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0618 ***********************************************************************
 CY0618  DESIGNATION -  F 431
 CY0618  PID         -  CY0618
 CY0618  STATE/COUNTY-  AZ/COCHISE
 CY0618  USGS QUAD   -  RAILROAD PASS (1979)
 CY0618
 CY0618                         *CURRENT SURVEY CONTROL
 CY0618  ___________________________________________________________________
 CY0618* NAD 83(1986)-  32 21 16.     (N)    109 42 14.     (W)     SCALED    
 CY0618* NAVD 88     -      1311.954  (meters)    4304.30   (feet)  ADJUSTED  
 CY0618  ___________________________________________________________________
 CY0618  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0618  DYNAMIC HT  -        1310.000 (meters)    4297.89  (feet)  COMP
 CY0618  MODELED GRAV-     979,103.3   (mgal)                       NAVD 88
 CY0618
 CY0618  VERT ORDER  -  FIRST     CLASS II
 CY0618
 CY0618.The horizontal coordinates were scaled from a topographic map and have
 CY0618.an estimated accuracy of +/- 6 seconds.
 CY0618
 CY0618.The orthometric height was determined by differential leveling
 CY0618.and adjusted by the National Geodetic Survey in June 1991..
 CY0618
 CY0618.The geoid height was determined by GEOID03.
 CY0618
 CY0618.The dynamic height is computed by dividing the NAVD 88
 CY0618.geopotential number by the normal gravity value computed on the
 CY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0618.degrees latitude (g = 980.6199 gals.).
 CY0618
 CY0618.The modeled gravity was interpolated from observed gravity values.
 CY0618
 CY0618;                    North         East    Units  Estimated Accuracy
 CY0618;SPC AZ E     -   150,260.      256,920.      MT  (+/- 180 meters Scaled)
 CY0618
 CY0618                          SUPERSEDED SURVEY CONTROL
 CY0618
 CY0618.No superseded survey control is available for this station.
 CY0618
 CY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA219804(NAD 83)
 CY0618_MARKER: I = METAL ROD
 CY0618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0618_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0618_STAMPING: F 431 1979
 CY0618_PROJECTION: FLUSH
 CY0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0618+STABILITY: POSITION/ELEVATION WELL
 CY0618_ROD/PIPE-DEPTH: 9.1  meters
 CY0618_SLEEVE-DEPTH  : 8.8 meters
 CY0618
 CY0618  HISTORY     - Date     Condition        Report By
 CY0618  HISTORY     - 1979     MONUMENTED       NGS
 CY0618
 CY0618                          STATION DESCRIPTION
 CY0618
 CY0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0618'17.0 KM NE FROM WILLCOX.
 CY0618'17.0 KILOMETERS (10.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0618'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE) WEST
 CY0618'OF A HIGHWAY SIGN READING SAFFORD 1 MILE, 2.1 KILOMETERS (1.3 MILES)
 CY0618'WEST OF THE HIGHWAY 666 NORTH SAFFORD EXIT, AT MILE POST 351, SET
 CY0618'AT THE SOUTH RIGHT-OF-WAY FENCE LINE, 24.7 METERS (81 FEET) SOUTH OF
 CY0618'THE CENTERLINE OF THE EASTBOUND LANES, 32.9 METERS (108 FEET)
 CY0618'SOUTHEAST OF THE MILE POST, 73 METERS (220 FEET) EAST OF A POWER POLE,
 CY0618'33.5 METERS (110 FEET) WEST OF A POWER POLE AND 1.2 METERS (4 FEET)
 CY0618'NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0618'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0618'THE MARK IS 0.3 M BELOW EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0686 ***********************************************************************
 CY0686  DESIGNATION -  F 436
 CY0686  PID         -  CY0686
 CY0686  STATE/COUNTY-  AZ/GRAHAM
 CY0686  USGS QUAD   -  MONK DRAW (1979)
 CY0686
 CY0686                         *CURRENT SURVEY CONTROL
 CY0686  ___________________________________________________________________
 CY0686* NAD 83(1986)-  32 26 49.     (N)    109 39 50.     (W)     SCALED    
 CY0686* NAVD 88     -      1329.752  (meters)    4362.69   (feet)  ADJUSTED  
 CY0686  ___________________________________________________________________
 CY0686  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0686  DYNAMIC HT  -        1327.775 (meters)    4356.21  (feet)  COMP
 CY0686  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 CY0686
 CY0686  VERT ORDER  -  FIRST     CLASS II
 CY0686
 CY0686.The horizontal coordinates were scaled from a topographic map and have
 CY0686.an estimated accuracy of +/- 6 seconds.
 CY0686
 CY0686.The orthometric height was determined by differential leveling
 CY0686.and adjusted by the National Geodetic Survey in June 1991..
 CY0686
 CY0686.The geoid height was determined by GEOID03.
 CY0686
 CY0686.The dynamic height is computed by dividing the NAVD 88
 CY0686.geopotential number by the normal gravity value computed on the
 CY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0686.degrees latitude (g = 980.6199 gals.).
 CY0686
 CY0686.The modeled gravity was interpolated from observed gravity values.
 CY0686
 CY0686;                    North         East    Units  Estimated Accuracy
 CY0686;SPC AZ E     -   160,540.      260,630.      MT  (+/- 180 meters Scaled)
 CY0686
 CY0686                          SUPERSEDED SURVEY CONTROL
 CY0686
 CY0686.No superseded survey control is available for this station.
 CY0686
 CY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA255907(NAD 83)
 CY0686_MARKER: DB = BENCH MARK DISK
 CY0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0686_SP_SET: STAINLESS STEEL ROD
 CY0686_STAMPING: F 436 1979
 CY0686_PROJECTION: FLUSH
 CY0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0686_ROD/PIPE-DEPTH: 4.57 meters
 CY0686
 CY0686  HISTORY     - Date     Condition        Report By
 CY0686  HISTORY     - 1979     MONUMENTED       NGS
 CY0686
 CY0686                          STATION DESCRIPTION
 CY0686
 CY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0686'27.0 MI SOUTH FROM SAFFORD.
 CY0686'27.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0686'HIGHWAY 70 IN SAFFORD, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0686'84 FEET WEST OF MILE POST 94 ON THE WEST SIDE OF THE HIGHWAY, 21 FEET
 CY0686'NORTH OF ARIZONA DOT BENCH MARK 1569-G, 3 FEET SOUTH OF THE SOUTH
 CY0686'END OF A GATE IN THE RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF THE RIGHT-
 CY0686'OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0686'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0686'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1157 ***********************************************************************
 DU1157  DESIGNATION -  F 437
 DU1157  PID         -  DU1157
 DU1157  STATE/COUNTY-  AZ/GILA
 DU1157  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1157
 DU1157                         *CURRENT SURVEY CONTROL
 DU1157  ___________________________________________________________________
 DU1157* NAD 83(1986)-  33 22 47.     (N)    110 44 54.     (W)     SCALED    
 DU1157* NAVD 88     -      1128.204  (meters)    3701.45   (feet)  ADJUSTED  
 DU1157  ___________________________________________________________________
 DU1157  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1157  DYNAMIC HT  -        1126.664 (meters)    3696.40  (feet)  COMP
 DU1157  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 DU1157
 DU1157  VERT ORDER  -  FIRST     CLASS II
 DU1157
 DU1157.The horizontal coordinates were scaled from a topographic map and have
 DU1157.an estimated accuracy of +/- 6 seconds.
 DU1157
 DU1157.The orthometric height was determined by differential leveling
 DU1157.and adjusted by the National Geodetic Survey in June 1991..
 DU1157
 DU1157.The geoid height was determined by GEOID03.
 DU1157
 DU1157.The dynamic height is computed by dividing the NAVD 88
 DU1157.geopotential number by the normal gravity value computed on the
 DU1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1157.degrees latitude (g = 980.6199 gals.).
 DU1157
 DU1157.The modeled gravity was interpolated from observed gravity values.
 DU1157
 DU1157;                    North         East    Units  Estimated Accuracy
 DU1157;SPC AZ E     -   264,010.      159,240.      MT  (+/- 180 meters Scaled)
 DU1157
 DU1157                          SUPERSEDED SURVEY CONTROL
 DU1157
 DU1157.No superseded survey control is available for this station.
 DU1157
 DU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB234934(NAD 83)
 DU1157_MARKER: DB = BENCH MARK DISK
 DU1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1157_SP_SET: STAINLESS STEEL ROD
 DU1157_STAMPING: F 437 1979
 DU1157_PROJECTION: FLUSH
 DU1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1157+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 DU1157_ROD/PIPE-DEPTH: 4.5  meters
 DU1157
 DU1157  HISTORY     - Date     Condition        Report By
 DU1157  HISTORY     - 1979     MONUMENTED       NGS
 DU1157  HISTORY     - 20030614 GOOD             NGS
 DU1157
 DU1157                          STATION DESCRIPTION
 DU1157
 DU1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1157'2.7 KM SE FROM GLOBE.
 DU1157'2.7 KILOMETERS (1.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1157'NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHEAST END OF A HIGHWAY CUT,
 DU1157'29.9 METERS (98 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1157'22.6 METERS (74 FEET) NORTH OF THE NORTHEAST END OF A 2.1- BY 2.4-
 DU1157'METER CONCRETE BOX CULVERT UNDER THE HIGHWAY, 3.4 METERS (11 FEET)
 DU1157'NORTH OF THE CENTERLINE OF AN ABANDONED DIRT ROAD LEADING EAST-
 DU1157'SOUTHEAST AND 0.3 METER (1 FOOT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DU1157'THE ROD WAS DRIVEN TO REFUSAL.
 DU1157'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU1157'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1157
 DU1157                          STATION RECOVERY (2003)
 DU1157
 DU1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DU1157'STATION IS ABOUT 50 M WEST OF NEW ENTRANCE TO GLOBE MIDDLE SCHOOL ON
 DU1157'NORTH SIDE OF US 70, OPPOSITE MONTECITO DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1127 ***********************************************************************
 DU1127  DESIGNATION -  F 438
 DU1127  PID         -  DU1127
 DU1127  STATE/COUNTY-  AZ/GRAHAM
 DU1127  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1127
 DU1127                         *CURRENT SURVEY CONTROL
 DU1127  ___________________________________________________________________
 DU1127* NAD 83(1986)-  33 15 19.     (N)    110 17 03.     (W)     SCALED    
 DU1127* NAVD 88     -       894.708  (meters)    2935.39   (feet)  ADJUSTED  
 DU1127  ___________________________________________________________________
 DU1127  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DU1127  DYNAMIC HT  -         893.502 (meters)    2931.43  (feet)  COMP
 DU1127  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 DU1127
 DU1127  VERT ORDER  -  FIRST     CLASS II
 DU1127
 DU1127.The horizontal coordinates were scaled from a topographic map and have
 DU1127.an estimated accuracy of +/- 6 seconds.
 DU1127
 DU1127.The orthometric height was determined by differential leveling
 DU1127.and adjusted by the National Geodetic Survey in June 1991..
 DU1127
 DU1127.The geoid height was determined by GEOID03.
 DU1127
 DU1127.The dynamic height is computed by dividing the NAVD 88
 DU1127.geopotential number by the normal gravity value computed on the
 DU1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1127.degrees latitude (g = 980.6199 gals.).
 DU1127
 DU1127.The modeled gravity was interpolated from observed gravity values.
 DU1127
 DU1127;                    North         East    Units  Estimated Accuracy
 DU1127;SPC AZ E     -   250,070.      202,410.      MT  (+/- 180 meters Scaled)
 DU1127
 DU1127                          SUPERSEDED SURVEY CONTROL
 DU1127
 DU1127.No superseded survey control is available for this station.
 DU1127
 DU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB666798(NAD 83)
 DU1127_MARKER: DB = BENCH MARK DISK
 DU1127_SETTING: 66 = SET IN ROCK OUTCROP
 DU1127_SP_SET: ROCK OUTCROP
 DU1127_STAMPING: F 438 1979
 DU1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1127+STABILITY: POSITION/ELEVATION WELL
 DU1127
 DU1127  HISTORY     - Date     Condition        Report By
 DU1127  HISTORY     - 1979     MONUMENTED       NGS
 DU1127
 DU1127                          STATION DESCRIPTION
 DU1127
 DU1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1127'22.8 KM NW FROM BYLAS.
 DU1127'22.8 KILOMETERS (14.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1127'THE POST OFFICE IN BYLAS, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF
 DU1127'HIGHWAY MILE POST 282, AT THE NORTHWEST END OF A LARGE HIGHWAY CUT,
 DU1127'SET IN THE TOP OF A BEDROCK LEDGE, 14.0 METERS (46 FEET) NORTHEAST
 DU1127'OF THE CENTERLINE OF THE HIGHWAY, 47.3 METERS (155 FEET) SOUTHEAST
 DU1127'ALONG THE HIGHWAY FROM THE SOUTHEAST END OF A STEEL GUARD RAIL AND
 DU1127'17.4 METERS (57 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DU1127'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1127'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0736 ***********************************************************************
 CY0736  DESIGNATION -  F 439
 CY0736  PID         -  CY0736
 CY0736  STATE/COUNTY-  AZ/GRAHAM
 CY0736  USGS QUAD   -  PIMA (1985)
 CY0736
 CY0736                         *CURRENT SURVEY CONTROL
 CY0736  ___________________________________________________________________
 CY0736* NAD 83(1986)-  32 55 03.     (N)    109 51 43.     (W)     SCALED    
 CY0736* NAVD 88     -       856.993  (meters)    2811.65   (feet)  ADJUSTED  
 CY0736  ___________________________________________________________________
 CY0736  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0736  DYNAMIC HT  -         855.802 (meters)    2807.74  (feet)  COMP
 CY0736  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CY0736
 CY0736  VERT ORDER  -  FIRST     CLASS II
 CY0736
 CY0736.The horizontal coordinates were scaled from a topographic map and have
 CY0736.an estimated accuracy of +/- 6 seconds.
 CY0736
 CY0736.The orthometric height was determined by differential leveling
 CY0736.and adjusted by the National Geodetic Survey in June 1991..
 CY0736
 CY0736.The geoid height was determined by GEOID03.
 CY0736
 CY0736.The dynamic height is computed by dividing the NAVD 88
 CY0736.geopotential number by the normal gravity value computed on the
 CY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0736.degrees latitude (g = 980.6199 gals.).
 CY0736
 CY0736.The modeled gravity was interpolated from observed gravity values.
 CY0736
 CY0736;                    North         East    Units  Estimated Accuracy
 CY0736;SPC AZ E     -   212,640.      241,860.      MT  (+/- 180 meters Scaled)
 CY0736
 CY0736                          SUPERSEDED SURVEY CONTROL
 CY0736
 CY0736.No superseded survey control is available for this station.
 CY0736
 CY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB064427(NAD 83)
 CY0736_MARKER: DB = BENCH MARK DISK
 CY0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0736_SP_SET: STAINLESS STEEL ROD
 CY0736_STAMPING: F 439 1979
 CY0736_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0736_ROD/PIPE-DEPTH: 8.23 meters
 CY0736
 CY0736  HISTORY     - Date     Condition        Report By
 CY0736  HISTORY     - 1979     MONUMENTED       NGS
 CY0736
 CY0736                          STATION DESCRIPTION
 CY0736
 CY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0736'2.7 MI NW FROM PIMA.
 CY0736'2.7 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0736'PIMA, 0.1 MILE SOUTHEAST OF HIGHWAY MILE POST 328, 50.5 FEET NORTHEAST
 CY0736'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF THE CENTERLINE
 CY0736'OF A CONCRETE IRRIGATION DITCH, 4.5 FEET NORTHWEST OF A THREE-WAY
 CY0736'CORNER POST IN THE RIGHT-OF-WAY FENCE, 4.5 FEET SOUTHEAST OF A
 CY0736'T-JUNCTION POWER LINE POLE AND 1 FOOT NORTHEAST OF THE HIGHWAY
 CY0736'RIGHT-OF-WAY FENCE.
 CY0736'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CY0736'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0019 ***********************************************************************
 DU0019  DESIGNATION -  F 44
 DU0019  PID         -  DU0019
 DU0019  STATE/COUNTY-  AZ/GILA
 DU0019  USGS QUAD   -  POPCORN CANYON (1966)
 DU0019
 DU0019                         *CURRENT SURVEY CONTROL
 DU0019  ___________________________________________________________________
 DU0019* NAD 83(1986)-  33 38 09.     (N)    110 17 35.     (W)     SCALED    
 DU0019* NAVD 88     -      1750.422  (meters)    5742.84   (feet)  ADJUSTED  
 DU0019  ___________________________________________________________________
 DU0019  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DU0019  DYNAMIC HT  -        1747.830 (meters)    5734.34  (feet)  COMP
 DU0019  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 DU0019
 DU0019  VERT ORDER  -  FIRST     CLASS II
 DU0019
 DU0019.The horizontal coordinates were scaled from a topographic map and have
 DU0019.an estimated accuracy of +/- 6 seconds.
 DU0019
 DU0019.The orthometric height was determined by differential leveling
 DU0019.and adjusted by the National Geodetic Survey in June 1991..
 DU0019
 DU0019.The geoid height was determined by GEOID03.
 DU0019
 DU0019.The dynamic height is computed by dividing the NAVD 88
 DU0019.geopotential number by the normal gravity value computed on the
 DU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0019.degrees latitude (g = 980.6199 gals.).
 DU0019
 DU0019.The modeled gravity was interpolated from observed gravity values.
 DU0019
 DU0019;                    North         East    Units  Estimated Accuracy
 DU0019;SPC AZ E     -   292,270.      201,640.      MT  (+/- 180 meters Scaled)
 DU0019
 DU0019                          SUPERSEDED SURVEY CONTROL
 DU0019
 DU0019  NGVD 29 (??/??/92) 1749.691  (m)         5740.44   (f) ADJ UNCH    1 2
 DU0019
 DU0019.Superseded values are not recommended for survey control.
 DU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0019.See file dsdata.txt to determine how the superseded data were derived.
 DU0019
 DU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC655220(NAD 83)
 DU0019_MARKER: DB = BENCH MARK DISK
 DU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0019_STAMPING: F 44 1934
 DU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0019+STABILITY: SURFACE MOTION
 DU0019
 DU0019  HISTORY     - Date     Condition        Report By
 DU0019  HISTORY     - 1934     MONUMENTED       CGS
 DU0019
 DU0019                          STATION DESCRIPTION
 DU0019
 DU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0019'32.2 MI SW FROM WHITERIVER.
 DU0019'IN GILA COUNTY, 32.2 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0019'WHITERIVER, NAVAJO COUNTY, 9.1 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0019'BLACK RIVER, 175 YARDS NORTHWEST OF LOG CABINS, 75 FEET NORTHEAST OF A
 DU0019'CULVERT, ON A SMALL FLAT, AND 37 FEET EAST OF THE CENTERLINE OF THE
 DU0019'HIGHWAY.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE TOP OF A
 DU0019'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0011 ***********************************************************************
 ES0011  DESIGNATION -  F 45
 ES0011  PID         -  ES0011
 ES0011  STATE/COUNTY-  AZ/NAVAJO
 ES0011  USGS QUAD   -  FLATTOP HILL (1970)
 ES0011
 ES0011                         *CURRENT SURVEY CONTROL
 ES0011  ___________________________________________________________________
 ES0011* NAD 83(1986)-  34 43 45.     (N)    110 08 16.     (W)     SCALED    
 ES0011* NAVD 88     -      1672.638  (meters)    5487.65   (feet)  ADJUSTED  
 ES0011  ___________________________________________________________________
 ES0011  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0011  DYNAMIC HT  -        1670.289 (meters)    5479.94  (feet)  COMP
 ES0011  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 ES0011
 ES0011  VERT ORDER  -  FIRST     CLASS II
 ES0011
 ES0011.The horizontal coordinates were scaled from a topographic map and have
 ES0011.an estimated accuracy of +/- 6 seconds.
 ES0011
 ES0011.The orthometric height was determined by differential leveling
 ES0011.and adjusted by the National Geodetic Survey in June 1991..
 ES0011
 ES0011.The geoid height was determined by GEOID03.
 ES0011
 ES0011.The dynamic height is computed by dividing the NAVD 88
 ES0011.geopotential number by the normal gravity value computed on the
 ES0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0011.degrees latitude (g = 980.6199 gals.).
 ES0011
 ES0011.The modeled gravity was interpolated from observed gravity values.
 ES0011
 ES0011;                    North         East    Units  Estimated Accuracy
 ES0011;SPC AZ E     -   413,530.      216,010.      MT  (+/- 180 meters Scaled)
 ES0011
 ES0011                          SUPERSEDED SURVEY CONTROL
 ES0011
 ES0011  NGVD 29 (??/??/92) 1671.796  (m)         5484.88   (f) ADJ UNCH    1 2
 ES0011
 ES0011.Superseded values are not recommended for survey control.
 ES0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0011.See file dsdata.txt to determine how the superseded data were derived.
 ES0011
 ES0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD789433(NAD 83)
 ES0011_MARKER: DB = BENCH MARK DISK
 ES0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0011_STAMPING: F - 45 1934
 ES0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0011+STABILITY: SURFACE MOTION
 ES0011
 ES0011  HISTORY     - Date     Condition        Report By
 ES0011  HISTORY     - 1934     MONUMENTED       CGS
 ES0011
 ES0011                          STATION DESCRIPTION
 ES0011
 ES0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0011'14.0 MI S FROM HOLBROOK.
 ES0011'14.0 MILES SOUTH OF POST OFFICE, ALONG RAILROAD.  IN LINE WITH
 ES0011'TELEPHONE POLES.  122 FT. EAST OF CENTER LINE OF APACHE R. R. TRACKS.
 ES0011'ACROSS TRACKS FROM MILE POST NO. 14.  CONCRETE POST 11 INCHES ABOVE
 ES0011'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0273 ***********************************************************************
 ER0273  DESIGNATION -  F 46
 ER0273  PID         -  ER0273
 ER0273  STATE/COUNTY-  AZ/NAVAJO
 ER0273  USGS QUAD   -  LAKESIDE (1984)
 ER0273
 ER0273                         *CURRENT SURVEY CONTROL
 ER0273  ___________________________________________________________________
 ER0273* NAD 83(1986)-  34 13 11.     (N)    109 52 36.     (W)     SCALED    
 ER0273* NAVD 88     -      2121.239  (meters)    6959.43   (feet)  ADJUSTED  
 ER0273  ___________________________________________________________________
 ER0273  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0273  DYNAMIC HT  -        2118.001 (meters)    6948.81  (feet)  COMP
 ER0273  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 ER0273
 ER0273  VERT ORDER  -  FIRST     CLASS II
 ER0273
 ER0273.The horizontal coordinates were scaled from a topographic map and have
 ER0273.an estimated accuracy of +/- 6 seconds.
 ER0273
 ER0273.The orthometric height was determined by differential leveling
 ER0273.and adjusted by the National Geodetic Survey in June 1991..
 ER0273
 ER0273.The geoid height was determined by GEOID03.
 ER0273
 ER0273.The dynamic height is computed by dividing the NAVD 88
 ER0273.geopotential number by the normal gravity value computed on the
 ER0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0273.degrees latitude (g = 980.6199 gals.).
 ER0273
 ER0273.The modeled gravity was interpolated from observed gravity values.
 ER0273
 ER0273;                    North         East    Units  Estimated Accuracy
 ER0273;SPC AZ E     -   357,060.      240,080.      MT  (+/- 180 meters Scaled)
 ER0273
 ER0273                          SUPERSEDED SURVEY CONTROL
 ER0273
 ER0273  NGVD 29 (??/??/92) 2120.306  (m)         6956.37   (f) ADJ UNCH    1 2
 ER0273
 ER0273.Superseded values are not recommended for survey control.
 ER0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0273.See file dsdata.txt to determine how the superseded data were derived.
 ER0273
 ER0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC034870(NAD 83)
 ER0273_MARKER: DB = BENCH MARK DISK
 ER0273_SETTING: 66 = SET IN ROCK OUTCROP
 ER0273_SP_SET: OUTCROP
 ER0273_STAMPING: F 46 1934
 ER0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0273+STABILITY: POSITION/ELEVATION WELL
 ER0273
 ER0273  HISTORY     - Date     Condition        Report By
 ER0273  HISTORY     - 1934     MONUMENTED       CGS
 ER0273  HISTORY     - 1987     MARK NOT FOUND   NGS
 ER0273
 ER0273                          STATION DESCRIPTION
 ER0273
 ER0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0273'12.4 MI N FROM MCNARY.
 ER0273'12.4 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 1.7 MILES NORTH
 ER0273'OF SPONSELLAR SIDING, 2 POLES NORTH OF MILE POLE 60, 20 FT. WEST OF
 ER0273'CENTER LINE OF TRACK, 28 FT. EAST OF TELEGRAPH LINE, 6 FT. EAST OF
 ER0273'STONE CAIRN, IN BASALT OUTCROP.
 ER0273
 ER0273                          STATION RECOVERY (1987)
 ER0273
 ER0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ER0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1215 ***********************************************************************
 DA1215  DESIGNATION -  F 469
 DA1215  PID         -  DA1215
 DA1215  STATE/COUNTY-  AZ/MARICOPA
 DA1215  USGS QUAD   -  DEADMAN GAP (1986)
 DA1215
 DA1215                         *CURRENT SURVEY CONTROL
 DA1215  ___________________________________________________________________
 DA1215* NAD 83(1986)-  32 31 48.     (N)    112 51 05.     (W)     SCALED    
 DA1215* NAVD 88     -       387.946  (meters)    1272.79   (feet)  ADJUSTED  
 DA1215  ___________________________________________________________________
 DA1215  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA1215  DYNAMIC HT  -         387.467 (meters)    1271.21  (feet)  COMP
 DA1215  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 DA1215
 DA1215  VERT ORDER  -  FIRST     CLASS II
 DA1215
 DA1215.The horizontal coordinates were scaled from a topographic map and have
 DA1215.an estimated accuracy of +/- 6 seconds.
 DA1215
 DA1215.The orthometric height was determined by differential leveling
 DA1215.and adjusted by the National Geodetic Survey in June 1991..
 DA1215
 DA1215.The geoid height was determined by GEOID03.
 DA1215
 DA1215.The dynamic height is computed by dividing the NAVD 88
 DA1215.geopotential number by the normal gravity value computed on the
 DA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1215.degrees latitude (g = 980.6199 gals.).
 DA1215
 DA1215.The modeled gravity was interpolated from observed gravity values.
 DA1215
 DA1215;                    North         East    Units  Estimated Accuracy
 DA1215;SPC AZ C     -   170,020.      125,550.      MT  (+/- 180 meters Scaled)
 DA1215
 DA1215                          SUPERSEDED SURVEY CONTROL
 DA1215
 DA1215.No superseded survey control is available for this station.
 DA1215
 DA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261006(NAD 83)
 DA1215_MARKER: DB = BENCH MARK DISK
 DA1215_SETTING: 66 = SET IN ROCK OUTCROP
 DA1215_SP_SET: ROCK OUTCROP
 DA1215_STAMPING: F 469 1980
 DA1215_MARK LOGO: NGS   
 DA1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1215+STABILITY: POSITION/ELEVATION WELL
 DA1215
 DA1215  HISTORY     - Date     Condition        Report By
 DA1215  HISTORY     - 1980     MONUMENTED       NGS
 DA1215
 DA1215                          STATION DESCRIPTION
 DA1215
 DA1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1215'21.0 KM (13.05 MI) NE FROM AJO.
 DA1215'20.7 KM (12.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1215'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, THENCE 0.3 KM (0.2
 DA1215'MI) WEST ACROSS COUNTRY, AT THE EAST EDGE OF THE MIDDLE ONE OF THREE
 DA1215'MOUNTAINS OF THE CRATER RANGE, SET IN TOP OF A SMALL ROCK OUTCROP,
 DA1215'93.3 METERS (306 FT) WEST OF THE CENTERLINE OF A DIRT ROAD, 30.5
 DA1215'METERS (100 FT) NORTH OF THE CENTERLINE OF A ROCK RAVINE BETWEEN THE
 DA1215'MOUNTAINS, 3.0 METERS (10.0 FT) NORTHEAST OF A 1 X 2 INCH HOLE IN THE
 DA1215'ROCK.  ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK N 332.
 DA1215'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DA1215'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0231 ***********************************************************************
 ER0231  DESIGNATION -  F 47
 ER0231  PID         -  ER0231
 ER0231  STATE/COUNTY-  AZ/APACHE
 ER0231  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0231
 ER0231                         *CURRENT SURVEY CONTROL
 ER0231  ___________________________________________________________________
 ER0231* NAD 83(1986)-  34 21 11.     (N)    109 24 49.     (W)     SCALED    
 ER0231* NAVD 88     -      1924.572  (meters)    6314.20   (feet)  ADJUSTED  
 ER0231  ___________________________________________________________________
 ER0231  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0231  DYNAMIC HT  -        1921.743 (meters)    6304.92  (feet)  COMP
 ER0231  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 ER0231
 ER0231  VERT ORDER  -  SECOND    CLASS 0
 ER0231
 ER0231.The horizontal coordinates were scaled from a topographic map and have
 ER0231.an estimated accuracy of +/- 6 seconds.
 ER0231
 ER0231.The orthometric height was determined by differential leveling
 ER0231.and adjusted by the National Geodetic Survey in June 1991..
 ER0231
 ER0231.The geoid height was determined by GEOID03.
 ER0231
 ER0231.The dynamic height is computed by dividing the NAVD 88
 ER0231.geopotential number by the normal gravity value computed on the
 ER0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0231.degrees latitude (g = 980.6199 gals.).
 ER0231
 ER0231.The modeled gravity was interpolated from observed gravity values.
 ER0231
 ER0231;                    North         East    Units  Estimated Accuracy
 ER0231;SPC AZ E     -   372,070.      282,640.      MT  (+/- 180 meters Scaled)
 ER0231
 ER0231                          SUPERSEDED SURVEY CONTROL
 ER0231
 ER0231  NGVD 29 (??/??/92) 1923.714  (m)         6311.39   (f) ADJ UNCH    2 0
 ER0231
 ER0231.Superseded values are not recommended for survey control.
 ER0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0231.See file dsdata.txt to determine how the superseded data were derived.
 ER0231
 ER0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD458024(NAD 83)
 ER0231_MARKER: DB = BENCH MARK DISK
 ER0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0231_STAMPING: F 47 1934
 ER0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0231+STABILITY: SURFACE MOTION
 ER0231
 ER0231  HISTORY     - Date     Condition        Report By
 ER0231  HISTORY     - 1934     MONUMENTED       CGS
 ER0231  HISTORY     - 1971     GOOD             USGS
 ER0231
 ER0231                          STATION DESCRIPTION
 ER0231
 ER0231'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0231'18 MI NNW FROM SPRINGERVILLE.
 ER0231'SPRINGERVILLE, P.O. 4.8 MI NW OF ALONG U.S. HWY 60, THENCE 13.2 MI NNW
 ER0231'FROM ALONG OLD US HWY 260, ABOUT 0.1 MI S OF LARGE HWY CUT, ABOUT 0.1
 ER0231'MI E OF BORROW PITS, ABOUT 2.0 FT S OF A 40 IN GALVANIZED IRON
 ER0231'CULVERT, 90 FT S OF CATTLEGUARD ON T RD E., 47 FT E OF CENTER LINE OF
 ER0231'RD, 4 FT S OF FENCE CORNER, ON CONC. POST PROJECTING 0.5 FT ABOVE GRD
 ER0231'A USC AND GS DISC STAMPED F47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1193 ***********************************************************************
 DA1193  DESIGNATION -  F 470
 DA1193  PID         -  DA1193
 DA1193  STATE/COUNTY-  AZ/YUMA
 DA1193  USGS QUAD   -  MOHAWK (1982)
 DA1193
 DA1193                         *CURRENT SURVEY CONTROL
 DA1193  ___________________________________________________________________
 DA1193* NAD 83(1986)-  32 42 35.     (N)    113 52 01.     (W)     SCALED    
 DA1193* NAVD 88     -       102.068  (meters)     334.87   (feet)  ADJUSTED  
 DA1193  ___________________________________________________________________
 DA1193  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DA1193  DYNAMIC HT  -         101.950 (meters)     334.48  (feet)  COMP
 DA1193  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 DA1193
 DA1193  VERT ORDER  -  FIRST     CLASS II
 DA1193
 DA1193.The horizontal coordinates were scaled from a topographic map and have
 DA1193.an estimated accuracy of +/- 6 seconds.
 DA1193
 DA1193.The orthometric height was determined by differential leveling
 DA1193.and adjusted by the National Geodetic Survey in June 1991..
 DA1193
 DA1193.The geoid height was determined by GEOID03.
 DA1193
 DA1193.The dynamic height is computed by dividing the NAVD 88
 DA1193.geopotential number by the normal gravity value computed on the
 DA1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1193.degrees latitude (g = 980.6199 gals.).
 DA1193
 DA1193.The modeled gravity was interpolated from observed gravity values.
 DA1193
 DA1193;                    North         East    Units  Estimated Accuracy
 DA1193;SPC AZ W     -   189,580.      202,400.      MT  (+/- 180 meters Scaled)
 DA1193
 DA1193                          SUPERSEDED SURVEY CONTROL
 DA1193
 DA1193.No superseded survey control is available for this station.
 DA1193
 DA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB312227(NAD 83)
 DA1193_MARKER: I = METAL ROD
 DA1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1193_SP_SET: STAINLESS STEEL ROD
 DA1193_STAMPING: F 470 1981
 DA1193_MARK LOGO: NGS   
 DA1193_PROJECTION: FLUSH
 DA1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1193_ROD/PIPE-DEPTH: 6.1  meters
 DA1193
 DA1193  HISTORY     - Date     Condition        Report By
 DA1193  HISTORY     - 1981     MONUMENTED       NGS
 DA1193
 DA1193                          STATION DESCRIPTION
 DA1193
 DA1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1193'8.3 KM (5.15 MI) NE FROM TACNA.
 DA1193'8.3 KM (5.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1193'IN TACNA, AT A POWER LINE CROSSING, AT SOUTHERN PACIFIC RAILROAD
 DA1193'MILEPOLE 786, 17.4 M (57.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1193'HIGHWAY, 29.1 M (95.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.3 M
 DA1193'(50.0 FT) NORTHWEST OF THE MILEPOLE, 11.3 M (37.0 FT) NORTHEAST OF THE
 DA1193'EXTENDED CENTERLINE OF AVENUE 45E, 1.4 M (4.5 FT) SOUTHWEST OF POWER
 DA1193'POLE NUMBER 81.
 DA1193'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1193'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0132 ***********************************************************************
 CH0132  DESIGNATION -  F 471
 CH0132  PID         -  CH0132
 CH0132  STATE/COUNTY-  AZ/PIMA
 CH0132  USGS QUAD   -  LUKEVILLE (1988)
 CH0132
 CH0132                         *CURRENT SURVEY CONTROL
 CH0132  ___________________________________________________________________
 CH0132* NAD 83(1986)-  31 57 15.     (N)    112 48 00.     (W)     SCALED    
 CH0132* NAVD 88     -       511.214  (meters)    1677.21   (feet)  ADJUSTED  
 CH0132  ___________________________________________________________________
 CH0132  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CH0132  DYNAMIC HT  -         510.545 (meters)    1675.01  (feet)  COMP
 CH0132  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 CH0132
 CH0132  VERT ORDER  -  FIRST     CLASS II
 CH0132
 CH0132.The horizontal coordinates were scaled from a topographic map and have
 CH0132.an estimated accuracy of +/- 6 seconds.
 CH0132
 CH0132.The orthometric height was determined by differential leveling
 CH0132.and adjusted by the National Geodetic Survey in June 1991..
 CH0132
 CH0132.The geoid height was determined by GEOID03.
 CH0132
 CH0132.The dynamic height is computed by dividing the NAVD 88
 CH0132.geopotential number by the normal gravity value computed on the
 CH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0132.degrees latitude (g = 980.6199 gals.).
 CH0132
 CH0132.The modeled gravity was interpolated from observed gravity values.
 CH0132
 CH0132;                    North         East    Units  Estimated Accuracy
 CH0132;SPC AZ C     -   106,130.      129,860.      MT  (+/- 180 meters Scaled)
 CH0132
 CH0132                          SUPERSEDED SURVEY CONTROL
 CH0132
 CH0132.No superseded survey control is available for this station.
 CH0132
 CH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA298367(NAD 83)
 CH0132_MARKER: I = METAL ROD
 CH0132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CH0132_SP_SET: STAINLESS STEEL ROD
 CH0132_STAMPING: F 471 1981
 CH0132_MARK LOGO: NGS   
 CH0132_PROJECTION: FLUSH
 CH0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0132_ROD/PIPE-DEPTH: 1.8  meters
 CH0132
 CH0132  HISTORY     - Date     Condition        Report By
 CH0132  HISTORY     - 1981     MONUMENTED       NGS
 CH0132  HISTORY     - 19941110 GOOD             USPSQD
 CH0132  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 CH0132
 CH0132                          STATION DESCRIPTION
 CH0132
 CH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0132'8.4 KM (5.2 MI) NE FROM LUKEVILLE.
 CH0132'8.4 KM (5.2 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0132'IN LUKEVILLE, 0.3 KM (0.2 MI) SOUTHWEST OF HIGHWAY MILEPOST 75, 0.2 KM
 CH0132'(0.1 MI) SOUTHEAST OF THE ORGAN PIPE CACTUS NATIONAL MONUMENT
 CH0132'HEADQUATERS, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CH0132'7.5 M (24.5 FT) NORTH OF THE CENTERLINE OF AJO MOUNTAIN ROAD, 1.7 M
 CH0132'(5.5 FT) NORTH OF THE NORTH LEG SUPPORTING A PARK SIGN. ROD DRIVEN TO
 CH0132'REFUSAL.
 CH0132'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 CH0132
 CH0132                          STATION RECOVERY (1994)
 CH0132
 CH0132'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0132'RECOVERED IN GOOD CONDITION.
 CH0132
 CH0132                          STATION RECOVERY (1999)
 CH0132
 CH0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 CH0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0728 ***********************************************************************
 EU0728  DESIGNATION -  F 472
 EU0728  PID         -  EU0728
 EU0728  STATE/COUNTY-  AZ/MOHAVE
 EU0728  USGS QUAD   -  YUCCA NW (1970)
 EU0728
 EU0728                         *CURRENT SURVEY CONTROL
 EU0728  ___________________________________________________________________
 EU0728* NAD 83(1986)-  34 52 39.     (N)    114 08 43.     (W)     SCALED    
 EU0728* NAVD 88     -       569.929  (meters)    1869.84   (feet)  ADJUSTED  
 EU0728  ___________________________________________________________________
 EU0728  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EU0728  DYNAMIC HT  -         569.292 (meters)    1867.75  (feet)  COMP
 EU0728  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 EU0728
 EU0728  VERT ORDER  -  FIRST     CLASS II
 EU0728
 EU0728.The horizontal coordinates were scaled from a topographic map and have
 EU0728.an estimated accuracy of +/- 6 seconds.
 EU0728
 EU0728.The orthometric height was determined by differential leveling
 EU0728.and adjusted by the National Geodetic Survey in June 1991..
 EU0728
 EU0728.The geoid height was determined by GEOID03.
 EU0728
 EU0728.The dynamic height is computed by dividing the NAVD 88
 EU0728.geopotential number by the normal gravity value computed on the
 EU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0728.degrees latitude (g = 980.6199 gals.).
 EU0728
 EU0728.The modeled gravity was interpolated from observed gravity values.
 EU0728
 EU0728;                    North         East    Units  Estimated Accuracy
 EU0728;SPC AZ W     -   430,070.      177,220.      MT  (+/- 180 meters Scaled)
 EU0728
 EU0728                          SUPERSEDED SURVEY CONTROL
 EU0728
 EU0728.No superseded survey control is available for this station.
 EU0728
 EU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609631(NAD 83)
 EU0728_MARKER: DB = BENCH MARK DISK
 EU0728_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0728+WITH SETTING: PAVEMENT
 EU0728_SP_SET: WELL CASING
 EU0728_STAMPING: F 472 1981
 EU0728_MARK LOGO: NGS   
 EU0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0728+STABILITY: POSITION/ELEVATION WELL
 EU0728
 EU0728  HISTORY     - Date     Condition        Report By
 EU0728  HISTORY     - 1981     MONUMENTED       NGS
 EU0728  HISTORY     - 1981     GOOD             NGS
 EU0728  HISTORY     - 1981     GOOD             NGS
 EU0728
 EU0728                          STATION DESCRIPTION
 EU0728
 EU0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0728'IN YUCCA.
 EU0728'IN YUCCA, 0.2 KM (0.1 MI) SOUTH OF THE MAIN ENTRANCE TO THE FORD
 EU0728'AUTOMOTIVE PROVING GROUNDS, AT THE WEST EDGE OF THE PROVING GROUNDS,
 EU0728'IN TOP THE SOUTHWEST CORNER OF A CONCRETE WELL FOUNDATION, 3.5 METERS
 EU0728'(11.5 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 EU0728'AROUND THE WELL, 3.5 METERS (11.5 FT) SOUTHEAST OF A POWER LINE POLE
 EU0728'WITH A SWITCH BOX AND ELECTRIC METER, 0.8 METERS (2.5 FT) SOUTHWEST OF
 EU0728'THE WELL PUMP.
 EU0728'THE MARK IS 0.6 M ABOVE THE GROUND.
 EU0728
 EU0728                          STATION RECOVERY (1981)
 EU0728
 EU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0728'RECOVERED IN GOOD CONDITION.
 EU0728
 EU0728                          STATION RECOVERY (1981)
 EU0728
 EU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1305 ***********************************************************************
 DU1305  DESIGNATION -  F 473
 DU1305  PID         -  DU1305
 DU1305  STATE/COUNTY-  AZ/MARICOPA
 DU1305  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1305
 DU1305                         *CURRENT SURVEY CONTROL
 DU1305  ___________________________________________________________________
 DU1305* NAD 83(1986)-  33 32 14.     (N)    111 20 46.     (W)     SCALED    
 DU1305* NAVD 88     -       769.733  (meters)    2525.37   (feet)  ADJUSTED  
 DU1305  ___________________________________________________________________
 DU1305  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DU1305  DYNAMIC HT  -         768.721 (meters)    2522.05  (feet)  COMP
 DU1305  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 DU1305
 DU1305  VERT ORDER  -  FIRST     CLASS II
 DU1305
 DU1305.The horizontal coordinates were scaled from a topographic map and have
 DU1305.an estimated accuracy of +/- 6 seconds.
 DU1305
 DU1305.The orthometric height was determined by differential leveling
 DU1305.and adjusted by the National Geodetic Survey in June 1991..
 DU1305
 DU1305.The geoid height was determined by GEOID03.
 DU1305
 DU1305.The dynamic height is computed by dividing the NAVD 88
 DU1305.geopotential number by the normal gravity value computed on the
 DU1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1305.degrees latitude (g = 980.6199 gals.).
 DU1305
 DU1305.The modeled gravity was interpolated from observed gravity values.
 DU1305
 DU1305;                    North         East    Units  Estimated Accuracy
 DU1305;SPC AZ C     -   281,470.      266,350.      MT  (+/- 180 meters Scaled)
 DU1305
 DU1305                          SUPERSEDED SURVEY CONTROL
 DU1305
 DU1305.No superseded survey control is available for this station.
 DU1305
 DU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC678109(NAD 83)
 DU1305_MARKER: DB = BENCH MARK DISK
 DU1305_SETTING: 66 = SET IN ROCK OUTCROP
 DU1305_SP_SET: ROCK OUTCROP
 DU1305_STAMPING: F 473 1980
 DU1305_MARK LOGO: NGS   
 DU1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1305+STABILITY: POSITION/ELEVATION WELL
 DU1305
 DU1305  HISTORY     - Date     Condition        Report By
 DU1305  HISTORY     - 1980     MONUMENTED       NGS
 DU1305
 DU1305                          STATION DESCRIPTION
 DU1305
 DU1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1305'5.1 KM (3.2 MI) NE FROM TORTILLA FLAT.
 DU1305'5.1 KM (3.2 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1305'AT TORTILLA FLAT, AT A HIGH TENSION POWER LINE CROSSING THE HIGHWAY,
 DU1305'IN TOP OF A CONGLOMERATE OUTCROP , 12.6 METERS (41.0 FT) EAST OF
 DU1305'THE CENTERLINE OF THE HIGHWAY, 122.6 METERS (402 FT) SOUTH OF HIGHWAY
 DU1305'MILEPOST 218, 54.8 METERS (180 FT) NORTH OF THE NORTHEAST CORNER OF
 DU1305'A CATTLE GUARD, 45.1 METERS (148 FT) NORTH-NORTHEAST OF
 DU1305'THE THE NORTH LEG OF A STEEL POWER LINE TOWER.
 DU1305'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 DU1305'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1337 ***********************************************************************
 DU1337  DESIGNATION -  F 474
 DU1337  PID         -  DU1337
 DU1337  STATE/COUNTY-  AZ/MARICOPA
 DU1337  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1337
 DU1337                         *CURRENT SURVEY CONTROL
 DU1337  ___________________________________________________________________
 DU1337* NAD 83(1986)-  33 31 16.     (N)    111 51 25.     (W)     SCALED    
 DU1337* NAVD 88     -       392.475  (meters)    1287.65   (feet)  READJUSTED
 DU1337  ___________________________________________________________________
 DU1337  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1337  DYNAMIC HT  -         392.010 (meters)    1286.12  (feet)  COMP
 DU1337  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1337
 DU1337  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DU1337
 DU1337.The horizontal coordinates were scaled from a topographic map and have
 DU1337.an estimated accuracy of +/- 6 seconds.
 DU1337
 DU1337.The orthometric height was determined by differential leveling
 DU1337.and adjusted by the National Geodetic Survey in July 2002..
 DU1337.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DU1337.distribution rate of 2.1 thru 3.0 mm/km.
 DU1337.The height was derived from older observations constrained to new
 DU1337.heights in a crustal motion area.  The height is approximate in
 DU1337.relation to other heights in its vicinity.
 DU1337
 DU1337.The geoid height was determined by GEOID03.
 DU1337
 DU1337.The dynamic height is computed by dividing the NAVD 88
 DU1337.geopotential number by the normal gravity value computed on the
 DU1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1337.degrees latitude (g = 980.6199 gals.).
 DU1337
 DU1337.The modeled gravity was interpolated from observed gravity values.
 DU1337
 DU1337;                    North         East    Units  Estimated Accuracy
 DU1337;SPC AZ C     -   279,540.      218,910.      MT  (+/- 180 meters Scaled)
 DU1337
 DU1337                          SUPERSEDED SURVEY CONTROL
 DU1337
 DU1337  NAVD 88 (04/19/99)  392.459  (m)         1287.59   (f) UNKNOWN     1 2
 DU1337  NAVD 88 (06/15/91)  392.477  (m)         1287.65   (f) UNKNOWN     1 2
 DU1337
 DU1337.Superseded values are not recommended for survey control.
 DU1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1337.See file dsdata.txt to determine how the superseded data were derived.
 DU1337
 DU1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC204093(NAD 83)
 DU1337_MARKER: DV = VERTICAL CONTROL DISK
 DU1337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU1337+WITH SETTING: PAVEMENT
 DU1337_SP_SET: WELL FOUNDATION
 DU1337_STAMPING: F 474 1981
 DU1337_MARK LOGO: CGS   
 DU1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1337+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1999
 DU1337
 DU1337  HISTORY     - Date     Condition        Report By
 DU1337  HISTORY     - 1981     MONUMENTED       NGS
 DU1337  HISTORY     - 19990307 GOOD             NGS
 DU1337
 DU1337                          STATION DESCRIPTION
 DU1337
 DU1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1337'5.5 KM (3.45 MI) EAST FROM SCOTTSDALE.
 DU1337'5.5 KILOMETERS (3.45 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1337'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1337'NORTHWEST CORNER OF AN ABANDONED IRRIGATION PUMP PAD AND CONNECTED TO
 DU1337'A 60 CENTIMETER (24 INCHES) WELL CASING, 75.1 METERS (246.5 FEET)
 DU1337'SOUTHWEST OF THE CENTERLINE OF SOUTH CANAL ROAD, 23.3 METERS (76.4
 DU1337'FEET) WEST OF THE CENTERLINE OF ALMA SCHOOL ROAD, 27.6 METERS (90.5
 DU1337'FEET) SOUTHWEST OF CGS BM S 268, 0.2 METER (0.7 FOOT) EAST OF THE WEST
 DU1337'EDGE OF THE PAD AND 0.2 METER (0.7 FOOT) SOUTH OF THE NORTH EDGE OF
 DU1337'THE PAD.
 DU1337'THE MARK IS ABOVE LEVEL WITH ALMA SCHOOL ROAD.
 DU1337
 DU1337                          STATION RECOVERY (1999)
 DU1337
 DU1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1337'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1337'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1337'3.6 KM (2.25 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1337'ARIZONA CANAL, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE NORTHWEST
 DU1337'CORNER OF A CONCRETE SLAB AROUND AN ABANDONED IRRIGATION WELL, 73.1 M
 DU1337'(239.8 FT) SOUTHWEST OF THE ROAD CENTER, 29.7 M (97.4 FT) WEST OF THE
 DU1337'CENTER OF ALMA SCHOOL ROAD, 27.5 M (90.2 FT) SOUTHWEST OF BENCH MARK S
 DU1337'268, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF ALMA SCHOOL ROAD. NOTE--THE
 DU1337'MARK IS ON PROPERTY OWNED BY THE SALT RIVER PROJECT, 1505 NORTH
 DU1337'PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER (602) 319-2495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1269 ***********************************************************************
 DV1269  DESIGNATION -  F 475
 DV1269  PID         -  DV1269
 DV1269  STATE/COUNTY-  AZ/MARICOPA
 DV1269  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1269
 DV1269                         *CURRENT SURVEY CONTROL
 DV1269  ___________________________________________________________________
 DV1269* NAD 83(1986)-  33 41 30.     (N)    112 11 51.     (W)     SCALED    
 DV1269* NAVD 88     -       430.567  (meters)    1412.62   (feet)  ADJUSTED  
 DV1269  ___________________________________________________________________
 DV1269  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1269  DYNAMIC HT  -         430.067 (meters)    1410.98  (feet)  COMP
 DV1269  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1269
 DV1269  VERT ORDER  -  FIRST     CLASS II
 DV1269
 DV1269.The horizontal coordinates were scaled from a topographic map and have
 DV1269.an estimated accuracy of +/- 6 seconds.
 DV1269
 DV1269.The orthometric height was determined by differential leveling
 DV1269.and adjusted by the National Geodetic Survey in June 1991..
 DV1269
 DV1269.The geoid height was determined by GEOID03.
 DV1269
 DV1269.The dynamic height is computed by dividing the NAVD 88
 DV1269.geopotential number by the normal gravity value computed on the
 DV1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1269.degrees latitude (g = 980.6199 gals.).
 DV1269
 DV1269.The modeled gravity was interpolated from observed gravity values.
 DV1269
 DV1269;                    North         East    Units  Estimated Accuracy
 DV1269;SPC AZ C     -   298,490.      187,320.      MT  (+/- 180 meters Scaled)
 DV1269
 DV1269                          SUPERSEDED SURVEY CONTROL
 DV1269
 DV1269.No superseded survey control is available for this station.
 DV1269
 DV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC890286(NAD 83)
 DV1269_MARKER: DB = BENCH MARK DISK
 DV1269_SETTING: 66 = SET IN ROCK OUTCROP
 DV1269_SP_SET: ROCK OUTCROP
 DV1269_STAMPING: F 475 1981
 DV1269_MARK LOGO: NGS   
 DV1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1269+STABILITY: POSITION/ELEVATION WELL
 DV1269
 DV1269  HISTORY     - Date     Condition        Report By
 DV1269  HISTORY     - 1981     MONUMENTED       NGS
 DV1269  HISTORY     - 1983     MARK NOT FOUND   AZDT
 DV1269
 DV1269                          STATION DESCRIPTION
 DV1269
 DV1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1269'32.9 KM (20.45 MI) NW FROM PHOENIX.
 DV1269'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1269'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM 5.2 MI) WEST
 DV1269'ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH AVENUE,
 DV1269'THENCE 0.5 KM (0.35 MI) EAST ACROSS COUNTRY TO A PICNIC AREA LOCATED
 DV1269'IN A SADDLE OF 2 SMALLER MOUNTAINS, AT THUNDERBIRD PARK, IN THE
 DV1269'HIGHEST POINT OF A 2 BY 15 FOOT VEIN OF WHITE QUARTZ, 1 FOOT NORTH
 DV1269'OF THE SOUTH END, ON THE WEST SLOPE OF THE MOUNTAIN NORTHEAST OF THE
 DV1269'PICNIC AREA, 22.9 M (75 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DV1269'10 BY 15 FOOT BRICK RESTROOM BUILDING, 38.1 METERS (125 FT) EAST OF
 DV1269'THE EXTENDED CENTERLINE OF A ROAD LEADING TO THE PICNIC AREA.
 DV1269'THE MARK IS 7 M ABOVE A PARKING LOT.
 DV1269
 DV1269                          STATION RECOVERY (1983)
 DV1269
 DV1269'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1269'THE CAP HAD BEEN BROKEN OFF AND ONLY THE STEM REMAINS.  THE AZDT USED
 DV1269'THE STEM FOR ONE OF THEIR BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1244 ***********************************************************************
 DV1244  DESIGNATION -  F 476
 DV1244  PID         -  DV1244
 DV1244  STATE/COUNTY-  AZ/MARICOPA
 DV1244  USGS QUAD   -  COTTON CENTER (1973)
 DV1244
 DV1244                         *CURRENT SURVEY CONTROL
 DV1244  ___________________________________________________________________
 DV1244* NAD 83(1986)-  33 01 00.     (N)    112 39 58.     (W)     SCALED    
 DV1244* NAVD 88     -       219.786  (meters)     721.08   (feet)  ADJUSTED  
 DV1244  ___________________________________________________________________
 DV1244  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1244  DYNAMIC HT  -         219.528 (meters)     720.23  (feet)  COMP
 DV1244  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 DV1244
 DV1244  VERT ORDER  -  FIRST     CLASS II
 DV1244
 DV1244.The horizontal coordinates were scaled from a topographic map and have
 DV1244.an estimated accuracy of +/- 6 seconds.
 DV1244
 DV1244.The orthometric height was determined by differential leveling
 DV1244.and adjusted by the National Geodetic Survey in June 1991..
 DV1244
 DV1244.The geoid height was determined by GEOID03.
 DV1244
 DV1244.The dynamic height is computed by dividing the NAVD 88
 DV1244.geopotential number by the normal gravity value computed on the
 DV1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1244.degrees latitude (g = 980.6199 gals.).
 DV1244
 DV1244.The modeled gravity was interpolated from observed gravity values.
 DV1244
 DV1244;                    North         East    Units  Estimated Accuracy
 DV1244;SPC AZ C     -   223,850.      143,340.      MT  (+/- 180 meters Scaled)
 DV1244
 DV1244                          SUPERSEDED SURVEY CONTROL
 DV1244
 DV1244.No superseded survey control is available for this station.
 DV1244
 DV1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB443543(NAD 83)
 DV1244_MARKER: DB = BENCH MARK DISK
 DV1244_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1244_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1244_STAMPING: F 476 1981
 DV1244_MARK LOGO: NGS   
 DV1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1244+STABILITY: POSITION/ELEVATION WELL
 DV1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1244+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1244
 DV1244  HISTORY     - Date     Condition        Report By
 DV1244  HISTORY     - 1981     MONUMENTED       NGS
 DV1244  HISTORY     - 20060128 GOOD             USPSQD
 DV1244  HISTORY     - 20060129 GOOD             USPSQD
 DV1244
 DV1244                          STATION DESCRIPTION
 DV1244
 DV1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1244'9.7 KM (6.05 MI) NORTH FROM GILA BEND.
 DV1244'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1244'STATION AT GILA BEND, THENCE 8.35 KM (5.2 MI) NORTH ALONG THE
 DV1244'ARLINGTON-HASSAYAMPA ROAD, AT THE NORTHWEST CORNER OF THE CROSSING
 DV1244'OF A DRY WASH, AT DEEP WATER WELL IRRIGATION PUMP 71-10, IN TOP OF
 DV1244'THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH IS ATTACHED
 DV1244'TO THE WELL CASING, 32.2 METERS (105.5 FT) WEST OF THE CENTERLINE OF
 DV1244'THE ROAD, 12.2 METERS (40 FT) SOUTHWEST OF A POWER LINE POLE BEARING
 DV1244'3 TRANSFORMERS, 0.65 METER (2.1 FT) NORTHWEST OF THE CENTER OF THE
 DV1244'PUMP, 0.45 METER (1.5 FT) EAST OF THE WEST EDGE OF THE PAD, 0.45
 DV1244'METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1244'THE MARK IS 1 M BELOW THE ROAD.
 DV1244
 DV1244                          STATION RECOVERY (2006)
 DV1244
 DV1244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1244'RECOVERED AS DESCRIBED.
 DV1244
 DV1244                          STATION RECOVERY (2006)
 DV1244
 DV1244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1244'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1370 ***********************************************************************
 DV1370  DESIGNATION -  F 477
 DV1370  PID         -  DV1370
 DV1370  STATE/COUNTY-  AZ/LA PAZ
 DV1370  USGS QUAD   -  SOCORRO MINE (1990)
 DV1370
 DV1370                         *CURRENT SURVEY CONTROL
 DV1370  ___________________________________________________________________
 DV1370* NAD 83(1986)-  33 40 20.     (N)    113 25 26.     (W)     SCALED    
 DV1370* NAVD 88     -       475.134  (meters)    1558.84   (feet)  ADJUSTED  
 DV1370  ___________________________________________________________________
 DV1370  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1370  DYNAMIC HT  -         474.578 (meters)    1557.01  (feet)  COMP
 DV1370  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 DV1370
 DV1370  VERT ORDER  -  FIRST     CLASS II
 DV1370
 DV1370.The horizontal coordinates were scaled from a topographic map and have
 DV1370.an estimated accuracy of +/- 6 seconds.
 DV1370
 DV1370.The orthometric height was determined by differential leveling
 DV1370.and adjusted by the National Geodetic Survey in June 1991..
 DV1370
 DV1370.The geoid height was determined by GEOID03.
 DV1370
 DV1370.The dynamic height is computed by dividing the NAVD 88
 DV1370.geopotential number by the normal gravity value computed on the
 DV1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1370.degrees latitude (g = 980.6199 gals.).
 DV1370
 DV1370.The modeled gravity was interpolated from observed gravity values.
 DV1370
 DV1370;                    North         East    Units  Estimated Accuracy
 DV1370;SPC AZ W     -   296,360.      243,600.      MT  (+/- 180 meters Scaled)
 DV1370
 DV1370                          SUPERSEDED SURVEY CONTROL
 DV1370
 DV1370.No superseded survey control is available for this station.
 DV1370
 DV1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC752284(NAD 83)
 DV1370_MARKER: I = METAL ROD
 DV1370_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1370_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1370_STAMPING: F 477 1981
 DV1370_MARK LOGO: NGS   
 DV1370_PROJECTION: FLUSH
 DV1370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1370+STABILITY: POSITION/ELEVATION WELL
 DV1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1370+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1370_ROD/PIPE-DEPTH: 9.8  meters
 DV1370_SLEEVE-DEPTH  : 8.2 meters
 DV1370
 DV1370  HISTORY     - Date     Condition        Report By
 DV1370  HISTORY     - 1981     MONUMENTED       NGS
 DV1370  HISTORY     - 20060519 GOOD             GEOCAC
 DV1370
 DV1370                          STATION DESCRIPTION
 DV1370
 DV1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1370'22.1 KM (13.75 MI) SE FROM SALOME.
 DV1370'22.1 KM (13.75 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION
 DV1370'OF US HIGHWAY 60 AT SALOME, AT THE WEST CORNER OF THE T JUNCTION OF
 DV1370'A DIRT ROAD LEADING SOUTHWEST TO BELL TELEPHONE SUB-STATION BUILDING
 DV1370'10, 0.2 KM (0.1 MI) NORTHWEST OF THE T JUNCTION OF AVENUE 71 E LEADING
 DV1370'SOUTH, AT THE SOUTHEAST END OF A S CURVE IN THE ROAD, 17.3 METERS
 DV1370'(56.8 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30.7 METERS
 DV1370'(100.7 FT) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 68.4 METERS
 DV1370'(224.3 FT) EAST OF THE SOUTHEAST END OF A CATTLE GUARD HEADWALL.
 DV1370'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DV1370'THE MARK IS 1.1 M ABOVE THE ROAD.
 DV1370
 DV1370                          STATION RECOVERY (2006)
 DV1370
 DV1370'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1370'RECOVERED AS DESCRIBED, EXCEPT THE DIRT ROAD IS NO LONGER THERE AND IT
 DV1370'IS 51 FEET SOUTH OF THE CENTERLINE OF SALOME ROAD. HANDHELD
 DV1370'COORDINATES ARE
 DV1370'33 40 20.94 (N)   113 25 25.62 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1407 ***********************************************************************
 DV1407  DESIGNATION -  F 478
 DV1407  PID         -  DV1407
 DV1407  STATE/COUNTY-  AZ/LA PAZ
 DV1407  USGS QUAD   -  HOPE (1990)
 DV1407
 DV1407                         *CURRENT SURVEY CONTROL
 DV1407  ___________________________________________________________________
 DV1407* NAD 83(1986)-  33 43 15.     (N)    113 43 50.     (W)     SCALED    
 DV1407* NAVD 88     -       418.053  (meters)    1371.56   (feet)  ADJUSTED  
 DV1407  ___________________________________________________________________
 DV1407  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1407  DYNAMIC HT  -         417.576 (meters)    1370.00  (feet)  COMP
 DV1407  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 DV1407
 DV1407  VERT ORDER  -  FIRST     CLASS II
 DV1407
 DV1407.The horizontal coordinates were scaled from a topographic map and have
 DV1407.an estimated accuracy of +/- 6 seconds.
 DV1407
 DV1407.The orthometric height was determined by differential leveling
 DV1407.and adjusted by the National Geodetic Survey in June 1991..
 DV1407
 DV1407.The geoid height was determined by GEOID03.
 DV1407
 DV1407.The dynamic height is computed by dividing the NAVD 88
 DV1407.geopotential number by the normal gravity value computed on the
 DV1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1407.degrees latitude (g = 980.6199 gals.).
 DV1407
 DV1407.The modeled gravity was interpolated from observed gravity values.
 DV1407
 DV1407;                    North         East    Units  Estimated Accuracy
 DV1407;SPC AZ W     -   301,700.      215,160.      MT  (+/- 180 meters Scaled)
 DV1407
 DV1407                          SUPERSEDED SURVEY CONTROL
 DV1407
 DV1407.No superseded survey control is available for this station.
 DV1407
 DV1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC469345(NAD 83)
 DV1407_MARKER: I = METAL ROD
 DV1407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1407_SP_SET: STAINLESS STEEL ROD
 DV1407_STAMPING: F 478 1981
 DV1407_MARK LOGO: NGS   
 DV1407_PROJECTION: FLUSH
 DV1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1407_ROD/PIPE-DEPTH: 5.8  meters
 DV1407
 DV1407  HISTORY     - Date     Condition        Report By
 DV1407  HISTORY     - 1981     MONUMENTED       NGS
 DV1407
 DV1407                          STATION DESCRIPTION
 DV1407
 DV1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1407'14.1 KM (8.75 MI) SW FROM SALOME.
 DV1407'14.1 KM (8.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1407'SALOME ROAD IN SALOME, 88.6 METERS (290 FT) EAST-SOUTHEAST OF THE EAST
 DV1407'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE-BOX CONCRETE CULVERT
 DV1407'UNDER THE HIGHWAY, 48.2 METERS (158 FT) SOUTHWEST OF HIGHWAY MILEPOST
 DV1407'48, 27.4 METERS (90.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.8
 DV1407'METERS (51.8 FT) EAST OF A POWER POLE, 15.8 METERS (51.8 FT) WEST OF A
 DV1407'BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 0.4 METERS (1.3 FT)
 DV1407'NORTH OF THE FENCE LINE.
 DV1407'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DV1407'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1301 ***********************************************************************
 DW1301  DESIGNATION -  F 479
 DW1301  PID         -  DW1301
 DW1301  STATE/COUNTY-  AZ/LA PAZ
 DW1301  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1301
 DW1301                         *CURRENT SURVEY CONTROL
 DW1301  ___________________________________________________________________
 DW1301* NAD 83(1986)-  33 39 09.     (N)    114 15 43.     (W)     SCALED    
 DW1301* NAVD 88     -       300.108  (meters)     984.60   (feet)  ADJUSTED  
 DW1301  ___________________________________________________________________
 DW1301  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW1301  DYNAMIC HT  -         299.771 (meters)     983.50  (feet)  COMP
 DW1301  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 DW1301
 DW1301  VERT ORDER  -  FIRST     CLASS II
 DW1301
 DW1301.The horizontal coordinates were scaled from a topographic map and have
 DW1301.an estimated accuracy of +/- 6 seconds.
 DW1301
 DW1301.The orthometric height was determined by differential leveling
 DW1301.and adjusted by the National Geodetic Survey in June 1991..
 DW1301
 DW1301.The geoid height was determined by GEOID03.
 DW1301
 DW1301.The dynamic height is computed by dividing the NAVD 88
 DW1301.geopotential number by the normal gravity value computed on the
 DW1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1301.degrees latitude (g = 980.6199 gals.).
 DW1301
 DW1301.The modeled gravity was interpolated from observed gravity values.
 DW1301
 DW1301;                    North         East    Units  Estimated Accuracy
 DW1301;SPC AZ W     -   294,240.      165,880.      MT  (+/- 180 meters Scaled)
 DW1301
 DW1301                          SUPERSEDED SURVEY CONTROL
 DW1301
 DW1301.No superseded survey control is available for this station.
 DW1301
 DW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT539269(NAD 83)
 DW1301_MARKER: DB = BENCH MARK DISK
 DW1301_SETTING: 66 = SET IN ROCK OUTCROP
 DW1301_SP_SET: ROCK OUTCROP
 DW1301_STAMPING: F 479 1981
 DW1301_MARK LOGO: NGS   
 DW1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1301+STABILITY: POSITION/ELEVATION WELL
 DW1301
 DW1301  HISTORY     - Date     Condition        Report By
 DW1301  HISTORY     - 1981     MONUMENTED       NGS
 DW1301
 DW1301                          STATION DESCRIPTION
 DW1301
 DW1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1301'2.2 KM (1.4 MI) WEST FROM QUARTZSITE.
 DW1301'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1301'95 OVERPASS IN QUARTZSITE, THENCE 2.2 KM (1.4 MI) WEST ALONG OLD U.S.
 DW1301'HIGHWAY 60, AT THE CENTER OF A SLIGHT S CURVE, ON THE NORTHEAST EDGE
 DW1301'OF A SHALLOW RAVINE, SET IN TOP OF A GRANITE OUTCROP AT THE BASE OF AN
 DW1301'8 X 16.5 FOOT SMOOTH FACED VERTICAL GRANITE OUTCROP, 5.2 METERS (17.0
 DW1301'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 60.7 METERS (119 FT)
 DW1301'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL FOR
 DW1301'A 30-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 3.4 METERS (11.0
 DW1301'FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE SMOOTH FACED ROCK, 0.8
 DW1301'METER (2.6 FT) NORTHWEST OF THE VERTICAL FACE.
 DW1301'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 DW1301'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0169 ***********************************************************************
 ER0169  DESIGNATION -  F 48
 ER0169  PID         -  ER0169
 ER0169  STATE/COUNTY-  AZ/APACHE
 ER0169  USGS QUAD   -  CEADRO SPRING (1984)
 ER0169
 ER0169                         *CURRENT SURVEY CONTROL
 ER0169  ___________________________________________________________________
 ER0169* NAD 83(1986)-  34 49 00.     (N)    109 14 29.     (W)     SCALED    
 ER0169* NAVD 88     -      1846.680  (meters)    6058.65   (feet)  ADJUSTED  
 ER0169  ___________________________________________________________________
 ER0169  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 ER0169  DYNAMIC HT  -        1844.017 (meters)    6049.91  (feet)  COMP
 ER0169  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 ER0169
 ER0169  VERT ORDER  -  SECOND    CLASS 0
 ER0169
 ER0169.The horizontal coordinates were scaled from a topographic map and have
 ER0169.an estimated accuracy of +/- 6 seconds.
 ER0169
 ER0169.The orthometric height was determined by differential leveling
 ER0169.and adjusted by the National Geodetic Survey in June 1991..
 ER0169
 ER0169.The geoid height was determined by GEOID03.
 ER0169
 ER0169.The dynamic height is computed by dividing the NAVD 88
 ER0169.geopotential number by the normal gravity value computed on the
 ER0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0169.degrees latitude (g = 980.6199 gals.).
 ER0169
 ER0169.The modeled gravity was interpolated from observed gravity values.
 ER0169
 ER0169;                    North         East    Units  Estimated Accuracy
 ER0169;SPC AZ E     -   423,630.      298,010.      MT  (+/- 180 meters Scaled)
 ER0169
 ER0169                          SUPERSEDED SURVEY CONTROL
 ER0169
 ER0169  NGVD 29 (??/??/92) 1845.772  (m)         6055.67   (f) ADJ UNCH    2 0
 ER0169
 ER0169.Superseded values are not recommended for survey control.
 ER0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0169.See file dsdata.txt to determine how the superseded data were derived.
 ER0169
 ER0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD608541(NAD 83)
 ER0169_MARKER: DB = BENCH MARK DISK
 ER0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0169_STAMPING: F 48 1934
 ER0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0169+STABILITY: SURFACE MOTION
 ER0169
 ER0169  HISTORY     - Date     Condition        Report By
 ER0169  HISTORY     - 1934     MONUMENTED       CGS
 ER0169  HISTORY     - 1974     GOOD             USGS
 ER0169
 ER0169                          STATION DESCRIPTION
 ER0169
 ER0169'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0169'24.2 MI NE FROM ST JOHNS.
 ER0169'ST JOHNS, 24.2 MI. E. AND N. OF ALONG US HWY 666 TO A FENCE
 ER0169'INTERSECTING THE HWY ON THE LEFT.  THENCE .1 MILE WEST ALONG S. EDGE
 ER0169'OF FENCE TO OLD HWY.  THENCE .55 MILES S. ALONG OLD HWY TO BM ON THE
 ER0169'RIGHT.  BM IS 37 FT. WEST OF THE CENTERLINE OF OLD RD.  A STANDARD USC
 ER0169'AND GS TABLET STAMPED F 48 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1488 ***********************************************************************
 DV1488  DESIGNATION -  F 480
 DV1488  PID         -  DV1488
 DV1488  STATE/COUNTY-  AZ/LA PAZ
 DV1488  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1488
 DV1488                         *CURRENT SURVEY CONTROL
 DV1488  ___________________________________________________________________
 DV1488* NAD 83(1986)-  33 59 27.     (N)    113 34 56.     (W)     SCALED    
 DV1488* NAVD 88     -       632.375  (meters)    2074.72   (feet)  ADJUSTED  
 DV1488  ___________________________________________________________________
 DV1488  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV1488  DYNAMIC HT  -         631.642 (meters)    2072.31  (feet)  COMP
 DV1488  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 DV1488  OBS GRAVITY -     979,457.4   (mgal)                       GRAV_OBS
 DV1488
 DV1488  VERT ORDER  -  FIRST     CLASS II
 DV1488
 DV1488.The horizontal coordinates were scaled from a topographic map and have
 DV1488.an estimated accuracy of +/- 6 seconds.
 DV1488
 DV1488.The orthometric height was determined by differential leveling
 DV1488.and adjusted by the National Geodetic Survey in June 1991..
 DV1488
 DV1488.The geoid height was determined by GEOID03.
 DV1488
 DV1488.The dynamic height is computed by dividing the NAVD 88
 DV1488.geopotential number by the normal gravity value computed on the
 DV1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1488.degrees latitude (g = 980.6199 gals.).
 DV1488
 DV1488.The modeled gravity was interpolated from observed gravity values.
 DV1488.The observed gravity was obtained from relative gravimeter ties
 DV1488.to the IGSN71 gravity network.
 DV1488
 DV1488;                    North         East    Units  Estimated Accuracy
 DV1488;SPC AZ W     -   331,660.      228,860.      MT  (+/- 180 meters Scaled)
 DV1488
 DV1488                          SUPERSEDED SURVEY CONTROL
 DV1488
 DV1488.No superseded survey control is available for this station.
 DV1488
 DV1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC614641(NAD 83)
 DV1488_MARKER: I = METAL ROD
 DV1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1488_SP_SET: STAINLESS STEEL ROD
 DV1488_STAMPING: F 480 1981
 DV1488_MARK LOGO: NGS   
 DV1488_PROJECTION: FLUSH
 DV1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1488_ROD/PIPE-DEPTH: 2.4  meters
 DV1488
 DV1488  HISTORY     - Date     Condition        Report By
 DV1488  HISTORY     - 1981     MONUMENTED       NGS
 DV1488  HISTORY     - 19990306 GOOD             USPSQD
 DV1488
 DV1488                          STATION DESCRIPTION
 DV1488
 DV1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1488'20.3 KM (12.6 MI) NORTH FROM WENDEN.
 DV1488'20.3 KM (12.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1488'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.3 KM (0.2 MI) SOUTH-SOUTHWEST
 DV1488'OF A LOW HILL, IN THE EAST CORNER OF OF THE JUNCTION OF A ROAD FOR A
 DV1488'HIGH PRESSURE GAS LINE, 24.4 METERS (80.0 FT) EAST OF THE CENTERLINE
 DV1488'OF THE WENDEN-LAKE ALAMO ROAD, 29.9 METERS (98.0 FT) NORTHEAST OF THE
 DV1488'CENTERLINE OF THE GAS LINE ROAD.
 DV1488'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DV1488'THE MARK IS 0.9 M BELOW THE PAVED ROAD CENTERLINE.
 DV1488
 DV1488                          STATION RECOVERY (1999)
 DV1488
 DV1488'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0771 ***********************************************************************
 ET0771  DESIGNATION -  F 481
 ET0771  PID         -  ET0771
 ET0771  STATE/COUNTY-  AZ/LA PAZ
 ET0771  USGS QUAD   -  ALAMO DAM (1990)
 ET0771
 ET0771                         *CURRENT SURVEY CONTROL
 ET0771  ___________________________________________________________________
 ET0771* NAD 83(1986)-  34 14 09.     (N)    113 33 53.     (W)     SCALED    
 ET0771* NAVD 88     -       411.448  (meters)    1349.89   (feet)  ADJUSTED  
 ET0771  ___________________________________________________________________
 ET0771  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0771  DYNAMIC HT  -         410.990 (meters)    1348.39  (feet)  COMP
 ET0771  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 ET0771  OBS GRAVITY -     979,510.1   (mgal)                       GRAV_OBS
 ET0771
 ET0771  VERT ORDER  -  FIRST     CLASS II
 ET0771
 ET0771.The horizontal coordinates were scaled from a topographic map and have
 ET0771.an estimated accuracy of +/- 6 seconds.
 ET0771
 ET0771.The orthometric height was determined by differential leveling
 ET0771.and adjusted by the National Geodetic Survey in June 1991..
 ET0771
 ET0771.The geoid height was determined by GEOID03.
 ET0771
 ET0771.The dynamic height is computed by dividing the NAVD 88
 ET0771.geopotential number by the normal gravity value computed on the
 ET0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0771.degrees latitude (g = 980.6199 gals.).
 ET0771
 ET0771.The modeled gravity was interpolated from observed gravity values.
 ET0771.The observed gravity was obtained from relative gravimeter ties
 ET0771.to the IGSN71 gravity network.
 ET0771
 ET0771;                    North         East    Units  Estimated Accuracy
 ET0771;SPC AZ W     -   358,840.      230,430.      MT  (+/- 180 meters Scaled)
 ET0771
 ET0771                          SUPERSEDED SURVEY CONTROL
 ET0771
 ET0771.No superseded survey control is available for this station.
 ET0771
 ET0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC637912(NAD 83)
 ET0771_MARKER: I = METAL ROD
 ET0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0771_SP_SET: STAINLESS STEEL ROD
 ET0771_STAMPING: F 481 1981
 ET0771_MARK LOGO: NGS   
 ET0771_PROJECTION: FLUSH
 ET0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0771_ROD/PIPE-DEPTH: 1.8  meters
 ET0771
 ET0771  HISTORY     - Date     Condition        Report By
 ET0771  HISTORY     - 1981     MONUMENTED       NGS
 ET0771  HISTORY     - 19990306 GOOD             USPSQD
 ET0771
 ET0771                          STATION DESCRIPTION
 ET0771
 ET0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0771'4.3 KM (2.7 MI) SE FROM ALAMO LAKE.
 ET0771'4.3 KM (2.7 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0771'SOUTHEAST END OF ALAMO DAM, 1.6 KM (1.0 MI) NORTHEAST OF THE JUNCTION
 ET0771'OF LAKE VIEW DRIVE, 0.2 KM (0.1 MI) NORTHEAST OF A STEEP ALLUVIAL WASH
 ET0771'BANK, AT THE SOUTHWEST END OF AN ALLUVIAL ROAD CUT AND THE NORTHEAST
 ET0771'END OF A 0.1-MILE ROAD FILL, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 ET0771'CENTERLINE OF THE ROAD, 65.8 METERS (216 FT) NORTHEAST OF THE
 ET0771'CENTERLINE OF A MACADAM CURB DRAIN WITH AN 18-INCH CORRUGATED PIPE
 ET0771'CULVERT.
 ET0771'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ET0771'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ET0771
 ET0771                          STATION RECOVERY (1999)
 ET0771
 ET0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0796 ***********************************************************************
 ET0796  DESIGNATION -  F 482
 ET0796  PID         -  ET0796
 ET0796  STATE/COUNTY-  AZ/MOHAVE
 ET0796  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0796
 ET0796                         *CURRENT SURVEY CONTROL
 ET0796  ___________________________________________________________________
 ET0796* NAD 83(1986)-  34 21 16.     (N)    113 41 41.     (W)     SCALED    
 ET0796* NAVD 88     -       636.729  (meters)    2089.00   (feet)  ADJUSTED  
 ET0796  ___________________________________________________________________
 ET0796  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET0796  DYNAMIC HT  -         635.993 (meters)    2086.59  (feet)  COMP
 ET0796  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 ET0796
 ET0796  VERT ORDER  -  FIRST     CLASS II
 ET0796
 ET0796.The horizontal coordinates were scaled from a topographic map and have
 ET0796.an estimated accuracy of +/- 6 seconds.
 ET0796
 ET0796.The orthometric height was determined by differential leveling
 ET0796.and adjusted by the National Geodetic Survey in June 1991..
 ET0796
 ET0796.The geoid height was determined by GEOID03.
 ET0796
 ET0796.The dynamic height is computed by dividing the NAVD 88
 ET0796.geopotential number by the normal gravity value computed on the
 ET0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0796.degrees latitude (g = 980.6199 gals.).
 ET0796
 ET0796.The modeled gravity was interpolated from observed gravity values.
 ET0796
 ET0796;                    North         East    Units  Estimated Accuracy
 ET0796;SPC AZ W     -   371,980.      218,450.      MT  (+/- 180 meters Scaled)
 ET0796
 ET0796                          SUPERSEDED SURVEY CONTROL
 ET0796
 ET0796.No superseded survey control is available for this station.
 ET0796
 ET0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD521047(NAD 83)
 ET0796_MARKER: I = METAL ROD
 ET0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0796_SP_SET: STAINLESS STEEL ROD
 ET0796_STAMPING: F 482 1981
 ET0796_MARK LOGO: NGS   
 ET0796_PROJECTION: FLUSH
 ET0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0796_ROD/PIPE-DEPTH: 1.8  meters
 ET0796
 ET0796  HISTORY     - Date     Condition        Report By
 ET0796  HISTORY     - 1981     MONUMENTED       NGS
 ET0796
 ET0796                          STATION DESCRIPTION
 ET0796
 ET0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0796'77.6 KM (48.2 MI) SE FROM YUCCA.
 ET0796'77.6 KM (48.2 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0796'INTERSTATE HIGHWAY 40 IN YUCCA, 0.3 KM (0.2 MI) EAST OF THE SUMMIT OF
 ET0796'A STEEP ROAD GRADE, ON THE NORTH END OF A RIDGE, 8.1 METERS (26.5 FT)
 ET0796'NORTH OF THE CENTERLINE OF THE ROAD, 35.7 METERS (117 FT) EAST OF THE
 ET0796'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A SMALL RAVINE AT THE
 ET0796'BOTTOM OF THE GRADE.
 ET0796'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ET0796'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0904 ***********************************************************************
 FS0904  DESIGNATION -  F 484
 FS0904  PID         -  FS0904
 FS0904  STATE/COUNTY-  AZ/MOHAVE
 FS0904  USGS QUAD   -  KINGMAN (1980)
 FS0904
 FS0904                         *CURRENT SURVEY CONTROL
 FS0904  ___________________________________________________________________
 FS0904* NAD 83(1986)-  35 09 31.     (N)    114 04 43.     (W)     SCALED    
 FS0904* NAVD 88     -       927.692  (meters)    3043.60   (feet)  ADJUSTED  
 FS0904  ___________________________________________________________________
 FS0904  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FS0904  DYNAMIC HT  -         926.615 (meters)    3040.07  (feet)  COMP
 FS0904  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 FS0904  OBS GRAVITY -     979,444.7   (mgal)                       GRAV_OBS
 FS0904
 FS0904  VERT ORDER  -  FIRST     CLASS II
 FS0904
 FS0904.The horizontal coordinates were scaled from a topographic map and have
 FS0904.an estimated accuracy of +/- 6 seconds.
 FS0904
 FS0904.The orthometric height was determined by differential leveling
 FS0904.and adjusted by the National Geodetic Survey in June 1991..
 FS0904
 FS0904.The geoid height was determined by GEOID03.
 FS0904
 FS0904.The dynamic height is computed by dividing the NAVD 88
 FS0904.geopotential number by the normal gravity value computed on the
 FS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0904.degrees latitude (g = 980.6199 gals.).
 FS0904
 FS0904.The modeled gravity was interpolated from observed gravity values.
 FS0904.The observed gravity was obtained from relative gravimeter ties
 FS0904.to the IGSN71 gravity network.
 FS0904
 FS0904;                    North         East    Units  Estimated Accuracy
 FS0904;SPC AZ W     -   461,230.      183,420.      MT  (+/- 180 meters Scaled)
 FS0904
 FS0904                          SUPERSEDED SURVEY CONTROL
 FS0904
 FS0904.No superseded survey control is available for this station.
 FS0904
 FS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU661945(NAD 83)
 FS0904_MARKER: DB = BENCH MARK DISK
 FS0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0904_SP_SET: HEADWALL
 FS0904_STAMPING: F 484 1981
 FS0904_MARK LOGO: NGS   
 FS0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0904
 FS0904  HISTORY     - Date     Condition        Report By
 FS0904  HISTORY     - 1981     MONUMENTED       NGS
 FS0904
 FS0904                          STATION DESCRIPTION
 FS0904
 FS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0904'5.9 KM (3.7 MI) SOUTH FROM KINGMAN.
 FS0904'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0904'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 5.1 KM (3.2 MI) SOUTH ALONG
 FS0904'OLD US HIGHWAY 66,  AT A 5-CHANNEL CONCRETE BOX CULVERT, IN TOP OF
 FS0904'THE SOUTHEAST HEADWALL 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST
 FS0904'END, 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOST 50, 5.8 METERS (19 FT)
 FS0904'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2 FT)
 FS0904'SOUTHEAST OF A METAL GUARD RAIL.
 FS0904'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0771 ***********************************************************************
 EU0771  DESIGNATION -  F 485
 EU0771  PID         -  EU0771
 EU0771  STATE/COUNTY-  AZ/MOHAVE
 EU0771  USGS QUAD   -  FRANCONIA (1970)
 EU0771
 EU0771                         *CURRENT SURVEY CONTROL
 EU0771  ___________________________________________________________________
 EU0771* NAD 83(1986)-  34 43 40.     (N)    114 22 11.     (W)     SCALED    
 EU0771* NAVD 88     -       248.030  (meters)     813.75   (feet)  ADJUSTED  
 EU0771  ___________________________________________________________________
 EU0771  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EU0771  DYNAMIC HT  -         247.771 (meters)     812.90  (feet)  COMP
 EU0771  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 EU0771
 EU0771  VERT ORDER  -  FIRST     CLASS II
 EU0771
 EU0771.The horizontal coordinates were scaled from a topographic map and have
 EU0771.an estimated accuracy of +/- 6 seconds.
 EU0771
 EU0771.The orthometric height was determined by differential leveling
 EU0771.and adjusted by the National Geodetic Survey in June 1991..
 EU0771
 EU0771.The geoid height was determined by GEOID03.
 EU0771
 EU0771.The dynamic height is computed by dividing the NAVD 88
 EU0771.geopotential number by the normal gravity value computed on the
 EU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0771.degrees latitude (g = 980.6199 gals.).
 EU0771
 EU0771.The modeled gravity was interpolated from observed gravity values.
 EU0771
 EU0771;                    North         East    Units  Estimated Accuracy
 EU0771;SPC AZ W     -   413,570.      156,600.      MT  (+/- 180 meters Scaled)
 EU0771
 EU0771                          SUPERSEDED SURVEY CONTROL
 EU0771
 EU0771.No superseded survey control is available for this station.
 EU0771
 EU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU408460(NAD 83)
 EU0771_MARKER: DB = BENCH MARK DISK
 EU0771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0771_SP_SET: HEADWALL
 EU0771_STAMPING: F 485 1981
 EU0771_MARK LOGO: NGS   
 EU0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0771
 EU0771  HISTORY     - Date     Condition        Report By
 EU0771  HISTORY     - 1981     MONUMENTED       NGS
 EU0771
 EU0771                          STATION DESCRIPTION
 EU0771
 EU0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0771'10.7 KM (6.65 MI) NE FROM TOPOCK.
 EU0771'10.7 KM (6.65 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0771'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE EAST END OF
 EU0771'THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER THE WEST BOUND
 EU0771'TRAFFIC LANES, 12.6 METERS (41.5 FT) SOUTH OF THE CENTERLINE OF THE
 EU0771'WEST BOUND LANES.
 EU0771'THE MARK IS 0.3 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0927 ***********************************************************************
 FS0927  DESIGNATION -  F 486
 FS0927  PID         -  FS0927
 FS0927  STATE/COUNTY-  AZ/MOHAVE
 FS0927  USGS QUAD   -  CERBAT (1968)
 FS0927
 FS0927                         *CURRENT SURVEY CONTROL
 FS0927  ___________________________________________________________________
 FS0927* NAD 83(1986)-  35 15 26.     (N)    114 09 32.     (W)     SCALED    
 FS0927* NAVD 88     -      1003.032  (meters)    3290.78   (feet)  ADJUSTED  
 FS0927  ___________________________________________________________________
 FS0927  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0927  DYNAMIC HT  -        1001.867 (meters)    3286.96  (feet)  COMP
 FS0927  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 FS0927  OBS GRAVITY -     979,437.6   (mgal)                       GRAV_OBS
 FS0927
 FS0927  VERT ORDER  -  FIRST     CLASS II
 FS0927
 FS0927.The horizontal coordinates were scaled from a topographic map and have
 FS0927.an estimated accuracy of +/- 6 seconds.
 FS0927
 FS0927.The orthometric height was determined by differential leveling
 FS0927.and adjusted by the National Geodetic Survey in June 1991..
 FS0927
 FS0927.The geoid height was determined by GEOID03.
 FS0927
 FS0927.The dynamic height is computed by dividing the NAVD 88
 FS0927.geopotential number by the normal gravity value computed on the
 FS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0927.degrees latitude (g = 980.6199 gals.).
 FS0927
 FS0927.The modeled gravity was interpolated from observed gravity values.
 FS0927.The observed gravity was obtained from relative gravimeter ties
 FS0927.to the IGSN71 gravity network.
 FS0927
 FS0927;                    North         East    Units  Estimated Accuracy
 FS0927;SPC AZ W     -   472,200.      176,150.      MT  (+/- 180 meters Scaled)
 FS0927
 FS0927                          SUPERSEDED SURVEY CONTROL
 FS0927
 FS0927.No superseded survey control is available for this station.
 FS0927
 FS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV584052(NAD 83)
 FS0927_MARKER: DB = BENCH MARK DISK
 FS0927_SETTING: 80 = SET IN A BOULDER
 FS0927_SP_SET: BOULDER
 FS0927_STAMPING: F 486 1982
 FS0927_MARK LOGO: NGS   
 FS0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0927
 FS0927  HISTORY     - Date     Condition        Report By
 FS0927  HISTORY     - 1982     MONUMENTED       NGS
 FS0927
 FS0927                          STATION DESCRIPTION
 FS0927
 FS0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0927'12.1 KM (7.5 MI) NW FROM KINGMAN.
 FS0927'12.1 KM (7.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0927'HIGHWAY 40 OVERPASS IN KINGMAN, 17.1 KM (10.6 MI) SOUTHEAST OF
 FS0927'CHLORIDE, 0.2 KM (0.1 MI) SOUTHEAST OF THE CROSSING OF THE OLD
 FS0927'HIGHWAY, IN TOP OF A MASSIVE BOULDER EMBEDDED INTO A VOLCANIC TUFT,
 FS0927'30.4 METERS (100 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 FS0927'16.4 METERS (54 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.7
 FS0927'METERS (150 FT) WEST OF MILEPOST 64 AND TWO 36-INCH METAL PIPE
 FS0927'CULVERTS, 18.2 METERS (60 FT) NORTHEAST OF A FENCE.
 FS0927'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FS0927'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0706 ***********************************************************************
 FR0706  DESIGNATION -  F 487
 FR0706  PID         -  FR0706
 FR0706  STATE/COUNTY-  AZ/MOHAVE
 FR0706  USGS QUAD   -  VALENTINE (1980)
 FR0706
 FR0706                         *CURRENT SURVEY CONTROL
 FR0706  ___________________________________________________________________
 FR0706* NAD 83(1986)-  35 26 56.     (N)    113 38 07.     (W)     SCALED    
 FR0706* NAVD 88     -      1299.173  (meters)    4262.37   (feet)  ADJUSTED  
 FR0706  ___________________________________________________________________
 FR0706  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FR0706  DYNAMIC HT  -        1297.579 (meters)    4257.14  (feet)  COMP
 FR0706  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FR0706
 FR0706  VERT ORDER  -  FIRST     CLASS II
 FR0706
 FR0706.The horizontal coordinates were scaled from a topographic map and have
 FR0706.an estimated accuracy of +/- 6 seconds.
 FR0706
 FR0706.The orthometric height was determined by differential leveling
 FR0706.and adjusted by the National Geodetic Survey in June 1991..
 FR0706
 FR0706.The geoid height was determined by GEOID03.
 FR0706
 FR0706.The dynamic height is computed by dividing the NAVD 88
 FR0706.geopotential number by the normal gravity value computed on the
 FR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0706.degrees latitude (g = 980.6199 gals.).
 FR0706
 FR0706.The modeled gravity was interpolated from observed gravity values.
 FR0706
 FR0706;                    North         East    Units  Estimated Accuracy
 FR0706;SPC AZ W     -   493,390.      223,780.      MT  (+/- 180 meters Scaled)
 FR0706
 FR0706                          SUPERSEDED SURVEY CONTROL
 FR0706
 FR0706.No superseded survey control is available for this station.
 FR0706
 FR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE608260(NAD 83)
 FR0706_MARKER: DB = BENCH MARK DISK
 FR0706_SETTING: 66 = SET IN ROCK OUTCROP
 FR0706_SP_SET: ROCK OUTCROP
 FR0706_STAMPING: F 487 1982
 FR0706_MARK LOGO: NGS   
 FR0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0706+STABILITY: POSITION/ELEVATION WELL
 FR0706
 FR0706  HISTORY     - Date     Condition        Report By
 FR0706  HISTORY     - 1982     MONUMENTED       NGS
 FR0706
 FR0706                          STATION DESCRIPTION
 FR0706
 FR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0706'21.8 KM (13.6 MI) SW FROM PEACH SPRINGS.
 FR0706'21.8 KM (13.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0706'OFFICE AT PEACH SPRINGS, 20.0 METERS (66.0 FEET) SOUTHWEST OF HIGHWAY
 FR0706'MILEPOST 90, 12.0 METERS (39.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 FR0706'THE HIGHWAY, IN TOP OF A 2 BY 4 FOOT EXPOSED LEDGE OF VOLICANIC
 FR0706'OUTCROP AT THE APPROXIMATE CENTER OF THE SOUTHEAST BANK OF A LONG
 FR0706'HIGHWAY CUT.
 FR0706'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FR0706'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0733 ***********************************************************************
 FR0733  DESIGNATION -  F 488
 FR0733  PID         -  FR0733
 FR0733  STATE/COUNTY-  AZ/COCONINO
 FR0733  USGS QUAD   -  NELSON (1967)
 FR0733
 FR0733                         *CURRENT SURVEY CONTROL
 FR0733  ___________________________________________________________________
 FR0733* NAD 83(1986)-  35 32 25.     (N)    113 16 03.     (W)     SCALED    
 FR0733* NAVD 88     -      1658.798  (meters)    5442.24   (feet)  ADJUSTED  
 FR0733  ___________________________________________________________________
 FR0733  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0733  DYNAMIC HT  -        1656.648 (meters)    5435.19  (feet)  COMP
 FR0733  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 FR0733
 FR0733  VERT ORDER  -  FIRST     CLASS II
 FR0733
 FR0733.The horizontal coordinates were scaled from a topographic map and have
 FR0733.an estimated accuracy of +/- 6 seconds.
 FR0733
 FR0733.The orthometric height was determined by differential leveling
 FR0733.and adjusted by the National Geodetic Survey in June 1991..
 FR0733
 FR0733.The geoid height was determined by GEOID03.
 FR0733
 FR0733.The dynamic height is computed by dividing the NAVD 88
 FR0733.geopotential number by the normal gravity value computed on the
 FR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0733.degrees latitude (g = 980.6199 gals.).
 FR0733
 FR0733.The modeled gravity was interpolated from observed gravity values.
 FR0733
 FR0733;                    North         East    Units  Estimated Accuracy
 FR0733;SPC AZ C     -   504,350.       90,870.      MT  (+/- 180 meters Scaled)
 FR0733
 FR0733                          SUPERSEDED SURVEY CONTROL
 FR0733
 FR0733.No superseded survey control is available for this station.
 FR0733
 FR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE944353(NAD 83)
 FR0733_MARKER: DB = BENCH MARK DISK
 FR0733_SETTING: 80 = SET IN A BOULDER
 FR0733_SP_SET: BOULDER
 FR0733_STAMPING: F 488 1982
 FR0733_MARK LOGO: NGS   
 FR0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0733+STABILITY: SURFACE MOTION
 FR0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0733+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0733
 FR0733  HISTORY     - Date     Condition        Report By
 FR0733  HISTORY     - 1982     MONUMENTED       NGS
 FR0733  HISTORY     - 20060422 GOOD             NGS
 FR0733
 FR0733                          STATION DESCRIPTION
 FR0733
 FR0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0733'18.7 KM (11.6 MI) EAST FROM PEACH SPRINGS.
 FR0733'18.8 KM (11.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0733'PEACH SPRINGS, 0.3 KM (0.2 MI) WEST OF THE CROSSING OF A TELEPHONE
 FR0733'LINE, NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE
 FR0733'WITH A SMALL BOX, IN TOP OF A 4 BY 6 FOOT OUTCROP REDISH IN COLOR
 FR0733'PROJECTING 1 FOOT ABOVE THE LOW HIGHWAY CUT, 67. METERS (220 FT) WEST
 FR0733'OF MILEPOST 113, 12.1 METERS (40 FT) NORTH OF THE CENTERLINE OF THE
 FR0733'HIGHWAY, 91.4 METERS (300 FT) EAST OF A LARGE JUNIPER TREE, 20.7
 FR0733'METERS (67 FT) SOUTH OF A FENCE.
 FR0733'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0733'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0733
 FR0733                          STATION RECOVERY (2006)
 FR0733
 FR0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0733'US 66 IS NOW AZ 66 AND HISTORIC US 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0768 ***********************************************************************
 FR0768  DESIGNATION -  F 489
 FR0768  PID         -  FR0768
 FR0768  STATE/COUNTY-  AZ/COCONINO
 FR0768  USGS QUAD   -  ASH FORK (1979)
 FR0768
 FR0768                         *CURRENT SURVEY CONTROL
 FR0768  ___________________________________________________________________
 FR0768* NAD 83(1986)-  35 12 54.     (N)    112 25 43.     (W)     SCALED    
 FR0768* NAVD 88     -      1616.390  (meters)    5303.11   (feet)  ADJUSTED  
 FR0768  ___________________________________________________________________
 FR0768  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 FR0768  DYNAMIC HT  -        1614.237 (meters)    5296.04  (feet)  COMP
 FR0768  MODELED GRAV-     979,245.0   (mgal)                       NAVD 88
 FR0768
 FR0768  VERT ORDER  -  FIRST     CLASS II
 FR0768
 FR0768.The horizontal coordinates were scaled from a topographic map and have
 FR0768.an estimated accuracy of +/- 6 seconds.
 FR0768
 FR0768.The orthometric height was determined by differential leveling
 FR0768.and adjusted by the National Geodetic Survey in June 1991..
 FR0768
 FR0768.The geoid height was determined by GEOID03.
 FR0768
 FR0768.The dynamic height is computed by dividing the NAVD 88
 FR0768.geopotential number by the normal gravity value computed on the
 FR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0768.degrees latitude (g = 980.6199 gals.).
 FR0768
 FR0768.The modeled gravity was interpolated from observed gravity values.
 FR0768
 FR0768;                    North         East    Units  Estimated Accuracy
 FR0768;SPC AZ C     -   467,550.      166,750.      MT  (+/- 180 meters Scaled)
 FR0768
 FR0768                          SUPERSEDED SURVEY CONTROL
 FR0768
 FR0768.No superseded survey control is available for this station.
 FR0768
 FR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD699978(NAD 83)
 FR0768_MARKER: DB = BENCH MARK DISK
 FR0768_SETTING: 66 = SET IN ROCK OUTCROP
 FR0768_SP_SET: ROCK OUTCROP
 FR0768_STAMPING: F 489 1982
 FR0768_MARK LOGO: NGS   
 FR0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0768+STABILITY: POSITION/ELEVATION WELL
 FR0768
 FR0768  HISTORY     - Date     Condition        Report By
 FR0768  HISTORY     - 1982     MONUMENTED       NGS
 FR0768
 FR0768                          STATION DESCRIPTION
 FR0768
 FR0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0768'4.5 KM (2.8 MI) EAST FROM ASH FORK.
 FR0768'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0768'US HIGHWAY 89 IN ASH FORK, IN TOP OF THE LOWER PORTION OF A MASSIVE
 FR0768'OUTCROP PROJECTING 4 FEET ABOVE THE GROUND, EVEN WITH THE WEST END OF
 FR0768'THE STEEL GUARD RAIL IN THE MEADIN, NEAR THE CENTER OF A 80 FOOT
 FR0768'SECTION OF OUTCROP ALL PROJECTING 6 FEET OR MORE NONE OF WHICH CAN BE
 FR0768'SEEN FROM THE HIGHWAY BECAUSE OF JUNIPERS, 1.0 KM (0.6 MI) EAST OF THE
 FR0768'COUNTY LINE OVERPASS, 0.2 KM (0.1 MI) WEST OF MILEPOST 149, 0.1 KM
 FR0768'(0.05 MI) WEST OF THE BRIDGE OVER JOHNSON CREEK, 112 METERS (370 FT)
 FR0768'WEST OF THE WEST END OF THE NORTH HIGHWAY BRIDGE, 22.8 METERS (75 FT)
 FR0768'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 22.8 METERS
 FR0768'(75 FT) SOUTH OF A FENCE.
 FR0768'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0768'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0067 ***********************************************************************
 GP0067  DESIGNATION -  F 49
 GP0067  PID         -  GP0067
 GP0067  STATE/COUNTY-  AZ/NAVAJO
 GP0067  USGS QUAD   -  SHONTO SE (1982)
 GP0067
 GP0067                         *CURRENT SURVEY CONTROL
 GP0067  ___________________________________________________________________
 GP0067* NAD 83(1986)-  36 32 10.     (N)    110 33 28.     (W)     SCALED    
 GP0067* NAVD 88     -      1996.100  (meters)    6548.87   (feet)  ADJUSTED  
 GP0067  ___________________________________________________________________
 GP0067  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GP0067  DYNAMIC HT  -        1993.543 (meters)    6540.48  (feet)  COMP
 GP0067  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 GP0067
 GP0067  VERT ORDER  -  FIRST     CLASS II
 GP0067
 GP0067.The horizontal coordinates were scaled from a topographic map and have
 GP0067.an estimated accuracy of +/- 6 seconds.
 GP0067
 GP0067.The orthometric height was determined by differential leveling
 GP0067.and adjusted by the National Geodetic Survey in June 1991..
 GP0067
 GP0067.The geoid height was determined by GEOID03.
 GP0067
 GP0067.The dynamic height is computed by dividing the NAVD 88
 GP0067.geopotential number by the normal gravity value computed on the
 GP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0067.degrees latitude (g = 980.6199 gals.).
 GP0067
 GP0067.The modeled gravity was interpolated from observed gravity values.
 GP0067
 GP0067;                    North         East    Units  Estimated Accuracy
 GP0067;SPC AZ E     -   614,070.      178,340.      MT  (+/- 180 meters Scaled)
 GP0067
 GP0067                          SUPERSEDED SURVEY CONTROL
 GP0067
 GP0067  NGVD 29 (??/??/92) 1995.034  (m)         6545.37   (f) ADJ UNCH    1 2
 GP0067
 GP0067.Superseded values are not recommended for survey control.
 GP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0067.See file dsdata.txt to determine how the superseded data were derived.
 GP0067
 GP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF395435(NAD 83)
 GP0067_MARKER: DB = BENCH MARK DISK
 GP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0067_STAMPING: F 49 1934
 GP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0067+STABILITY: SURFACE MOTION
 GP0067
 GP0067  HISTORY     - Date     Condition        Report By
 GP0067  HISTORY     - 1934     MONUMENTED       CGS
 GP0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0067
 GP0067                          STATION DESCRIPTION
 GP0067
 GP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0067'23.4 MI SW FROM KAYENTA.
 GP0067'23.4 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0067'COUNTY, 0.3 MILE SOUTHWEST OF A WOODEN-BOX CULVERT, ON A SLIGHT RISE,
 GP0067'210 YARDS NORTHEAST OF A SHEEP CORRAL, AND 62 FEET NORTHWEST OF THE
 GP0067'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 49 1934 AND SET IN
 GP0067'THE TOP OF A CONCRETE POST.
 GP0067
 GP0067                          STATION RECOVERY (1983)
 GP0067
 GP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0378 ***********************************************************************
 FQ0378  DESIGNATION -  F 490
 FQ0378  PID         -  FQ0378
 FQ0378  STATE/COUNTY-  AZ/COCONINO
 FQ0378  USGS QUAD   -  PARKS (1974)
 FQ0378
 FQ0378                         *CURRENT SURVEY CONTROL
 FQ0378  ___________________________________________________________________
 FQ0378* NAD 83(1986)-  35 15 20.     (N)    111 55 15.     (W)     SCALED    
 FQ0378* NAVD 88     -      2171.501  (meters)    7124.33   (feet)  ADJUSTED  
 FQ0378  ___________________________________________________________________
 FQ0378  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0378  DYNAMIC HT  -        2168.400 (meters)    7114.16  (feet)  COMP
 FQ0378  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 FQ0378
 FQ0378  VERT ORDER  -  FIRST     CLASS II
 FQ0378
 FQ0378.The horizontal coordinates were scaled from a topographic map and have
 FQ0378.an estimated accuracy of +/- 6 seconds.
 FQ0378
 FQ0378.The orthometric height was determined by differential leveling
 FQ0378.and adjusted by the National Geodetic Survey in June 1991..
 FQ0378
 FQ0378.The geoid height was determined by GEOID03.
 FQ0378
 FQ0378.The dynamic height is computed by dividing the NAVD 88
 FQ0378.geopotential number by the normal gravity value computed on the
 FQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0378.degrees latitude (g = 980.6199 gals.).
 FQ0378
 FQ0378.The modeled gravity was interpolated from observed gravity values.
 FQ0378
 FQ0378;                    North         East    Units  Estimated Accuracy
 FQ0378;SPC AZ C     -   471,920.      212,980.      MT  (+/- 180 meters Scaled)
 FQ0378
 FQ0378                          SUPERSEDED SURVEY CONTROL
 FQ0378
 FQ0378.No superseded survey control is available for this station.
 FQ0378
 FQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE162017(NAD 83)
 FQ0378_MARKER: DB = BENCH MARK DISK
 FQ0378_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0378_SP_SET: ROCK OUTCROP
 FQ0378_STAMPING: F 490 1982
 FQ0378_MARK LOGO: NGS   
 FQ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0378+STABILITY: POSITION/ELEVATION WELL
 FQ0378
 FQ0378  HISTORY     - Date     Condition        Report By
 FQ0378  HISTORY     - 1982     MONUMENTED       NGS
 FQ0378
 FQ0378                          STATION DESCRIPTION
 FQ0378
 FQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0378'26.7 KM (16.6 MI) WEST FROM FLAGSTAFF.
 FQ0378'26.7 KM (16.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0378'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 0.2 KM (0.1 MI) WEST OF A 12
 FQ0378'FOOT CORRUGATED METAL PIPE CULVERT UNDER THE RAILROAD, 0.1 KM (0.05
 FQ0378'MI) WEST OF THE WEST END OF A HIGHWAY FILL WITH GUARDRAILS, IN TOP OF
 FQ0378'A 10 BY 20 FOOT VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 FQ0378'36.5 METERS (120 FT) WEST OF THE WEST END OF THE SOUTH GUARDRAIL, 13.7
 FQ0378'METERS (45 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 FQ0378'LANES.
 FQ0378'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0378'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0402 ***********************************************************************
 FQ0402  DESIGNATION -  F 491
 FQ0402  PID         -  FQ0402
 FQ0402  STATE/COUNTY-  AZ/COCONINO
 FQ0402  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0402
 FQ0402                         *CURRENT SURVEY CONTROL
 FQ0402  ___________________________________________________________________
 FQ0402* NAD 83(1986)-  35 02 02.     (N)    111 44 04.     (W)     SCALED    
 FQ0402* NAVD 88     -      1970.847  (meters)    6466.02   (feet)  ADJUSTED  
 FQ0402  ___________________________________________________________________
 FQ0402  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0402  DYNAMIC HT  -        1968.093 (meters)    6456.99  (feet)  COMP
 FQ0402  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 FQ0402
 FQ0402  VERT ORDER  -  FIRST     CLASS II
 FQ0402
 FQ0402.The horizontal coordinates were scaled from a topographic map and have
 FQ0402.an estimated accuracy of +/- 6 seconds.
 FQ0402
 FQ0402.The orthometric height was determined by differential leveling
 FQ0402.and adjusted by the National Geodetic Survey in June 1991..
 FQ0402
 FQ0402.The geoid height was determined by GEOID03.
 FQ0402
 FQ0402.The dynamic height is computed by dividing the NAVD 88
 FQ0402.geopotential number by the normal gravity value computed on the
 FQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0402.degrees latitude (g = 980.6199 gals.).
 FQ0402
 FQ0402.The modeled gravity was interpolated from observed gravity values.
 FQ0402
 FQ0402;                    North         East    Units  Estimated Accuracy
 FQ0402;SPC AZ C     -   447,350.      229,990.      MT  (+/- 180 meters Scaled)
 FQ0402
 FQ0402                          SUPERSEDED SURVEY CONTROL
 FQ0402
 FQ0402.No superseded survey control is available for this station.
 FQ0402
 FQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD330770(NAD 83)
 FQ0402_MARKER: DB = BENCH MARK DISK
 FQ0402_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0402_SP_SET: ROCK OUTCROP
 FQ0402_STAMPING: F 491 1982
 FQ0402_MARK LOGO: NGS   
 FQ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0402+STABILITY: POSITION/ELEVATION WELL
 FQ0402
 FQ0402  HISTORY     - Date     Condition        Report By
 FQ0402  HISTORY     - 1982     MONUMENTED       NGS
 FQ0402  HISTORY     - 1990     GOOD             USPSQD
 FQ0402
 FQ0402                          STATION DESCRIPTION
 FQ0402
 FQ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0402'18.3 KM (11.4 MI) SW FROM FLAGSTAFF.
 FQ0402'18.3 KM (11.4 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0402'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 6
 FQ0402'BY 10 FOOT PORTION OF MASSIVE EXPOSED OUTCROP IN THE BOTTOM OF A
 FQ0402'DRAINAGE DITCH, 0.1 KM (0.05 MI) NORTH OF THE ENTRANCE TO VISTA POINT,
 FQ0402'0.2 KM (0.1 MI) NORTH OF MILEPOST 390, 18.2 METERS (60.0 FT) EAST OF
 FQ0402'THE HIGHWAY CENTERLINE, 22.8 METERS (75.0 FT) SOUTH OF THE EXTENED
 FQ0402'CENTERLINE OF A ROAD LEADING WEST, 5.4 METERS (18.0 FT) EAST OF A
 FQ0402'CATCH BASIN WITH A GRATE.
 FQ0402'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0402
 FQ0402                          STATION RECOVERY (1990)
 FQ0402
 FQ0402'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 FQ0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0456 ***********************************************************************
 FQ0456  DESIGNATION -  F 492
 FQ0456  PID         -  FQ0456
 FQ0456  STATE/COUNTY-  AZ/COCONINO
 FQ0456  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0456
 FQ0456                         *CURRENT SURVEY CONTROL
 FQ0456  ___________________________________________________________________
 FQ0456* NAD 83(1986)-  35 13 00.     (N)    111 35 39.     (W)     SCALED    
 FQ0456* NAVD 88     -      2081.787  (meters)    6830.00   (feet)  ADJUSTED  
 FQ0456  ___________________________________________________________________
 FQ0456  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0456  DYNAMIC HT  -        2078.826 (meters)    6820.28  (feet)  COMP
 FQ0456  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 FQ0456
 FQ0456  VERT ORDER  -  FIRST     CLASS II
 FQ0456
 FQ0456.The horizontal coordinates were scaled from a topographic map and have
 FQ0456.an estimated accuracy of +/- 6 seconds.
 FQ0456
 FQ0456.The orthometric height was determined by differential leveling
 FQ0456.and adjusted by the National Geodetic Survey in June 1991..
 FQ0456
 FQ0456.The geoid height was determined by GEOID03.
 FQ0456
 FQ0456.The dynamic height is computed by dividing the NAVD 88
 FQ0456.geopotential number by the normal gravity value computed on the
 FQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0456.degrees latitude (g = 980.6199 gals.).
 FQ0456
 FQ0456.The modeled gravity was interpolated from observed gravity values.
 FQ0456
 FQ0456;                    North         East    Units  Estimated Accuracy
 FQ0456;SPC AZ C     -   467,660.      242,720.      MT  (+/- 180 meters Scaled)
 FQ0456
 FQ0456                          SUPERSEDED SURVEY CONTROL
 FQ0456
 FQ0456.No superseded survey control is available for this station.
 FQ0456
 FQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD459972(NAD 83)
 FQ0456_MARKER: I = METAL ROD
 FQ0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0456_SP_SET: STAINLESS STEEL ROD
 FQ0456_STAMPING: F 492 1982
 FQ0456_MARK LOGO: NGS   
 FQ0456_PROJECTION: FLUSH
 FQ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0456_ROD/PIPE-DEPTH: 7.3  meters
 FQ0456
 FQ0456  HISTORY     - Date     Condition        Report By
 FQ0456  HISTORY     - 1982     MONUMENTED       NGS
 FQ0456  HISTORY     - 1983     GOOD             NGS
 FQ0456
 FQ0456                          STATION DESCRIPTION
 FQ0456
 FQ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0456'9.6 KM (6.0 MI) NE FROM FLAGSTAFF.
 FQ0456'9.6 KM (6.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0456'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ACCESS COVER SET IN THE
 FQ0456'ASPHALT OF A TRIANGLE FORMED BY THE Y JUNCTION OF US HIGHWAY 180
 FQ0456'LEADING EAST, AT MILEPOST 200 FOR US HIGHWAY 180, 18.5 METERS (61 FT)
 FQ0456'SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 89, 10.9 METERS (36 FT)
 FQ0456'NORTHWEST OF THE CENTERLINE OF US HIGHWAY 180, 45.7 METERS (150 FT)
 FQ0456'NORTHEAST OF THE END OF THE TRIANGLE.
 FQ0456'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FQ0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0456
 FQ0456                          STATION RECOVERY (1983)
 FQ0456
 FQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0662 ***********************************************************************
 ES0662  DESIGNATION -  F 493
 ES0662  PID         -  ES0662
 ES0662  STATE/COUNTY-  AZ/YAVAPAI
 ES0662  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0662
 ES0662                         *CURRENT SURVEY CONTROL
 ES0662  ___________________________________________________________________
 ES0662* NAD 83(1986)-  34 49 15.     (N)    111 54 02.     (W)     SCALED    
 ES0662* NAVD 88     -      1215.150  (meters)    3986.70   (feet)  ADJUSTED  
 ES0662  ___________________________________________________________________
 ES0662  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 ES0662  DYNAMIC HT  -        1213.600 (meters)    3981.62  (feet)  COMP
 ES0662  MODELED GRAV-     979,317.7   (mgal)                       NAVD 88
 ES0662
 ES0662  VERT ORDER  -  FIRST     CLASS II
 ES0662
 ES0662.The horizontal coordinates were scaled from a topographic map and have
 ES0662.an estimated accuracy of +/- 6 seconds.
 ES0662
 ES0662.The orthometric height was determined by differential leveling
 ES0662.and adjusted by the National Geodetic Survey in June 1991..
 ES0662
 ES0662.The geoid height was determined by GEOID03.
 ES0662
 ES0662.The dynamic height is computed by dividing the NAVD 88
 ES0662.geopotential number by the normal gravity value computed on the
 ES0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0662.degrees latitude (g = 980.6199 gals.).
 ES0662
 ES0662.The modeled gravity was interpolated from observed gravity values.
 ES0662
 ES0662;                    North         East    Units  Estimated Accuracy
 ES0662;SPC AZ C     -   423,700.      214,830.      MT  (+/- 180 meters Scaled)
 ES0662
 ES0662                          SUPERSEDED SURVEY CONTROL
 ES0662
 ES0662.No superseded survey control is available for this station.
 ES0662
 ES0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD176535(NAD 83)
 ES0662_MARKER: DB = BENCH MARK DISK
 ES0662_SETTING: 66 = SET IN ROCK OUTCROP
 ES0662_SP_SET: ROCK OUTCROP
 ES0662_STAMPING: F 493 1982
 ES0662_MARK LOGO: NGS   
 ES0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0662+STABILITY: POSITION/ELEVATION WELL
 ES0662
 ES0662  HISTORY     - Date     Condition        Report By
 ES0662  HISTORY     - 1982     MONUMENTED       NGS
 ES0662
 ES0662                          STATION DESCRIPTION
 ES0662
 ES0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0662'14.6 KM (9.1 MI) SW FROM SEDONA.
 ES0662'14.6 KM (9.1 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0662'OFFICE IN SEDONA, IN TOP OF A LOW SANDSTONE CUT, 0.2 KM (0.15 MI) WEST
 ES0662'OF MILEPOST 365, 5.4 METERS (18 FT) NORTHWEST OF THE HIGHWAY
 ES0662'CENTERLINE, 15.2 METERS (50 FT) SOUTHEAST OF A FENCE.
 ES0662'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0662'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0685 ***********************************************************************
 ES0685  DESIGNATION -  F 494
 ES0685  PID         -  ES0685
 ES0685  STATE/COUNTY-  AZ/YAVAPAI
 ES0685  USGS QUAD   -  CAMP VERDE (1969)
 ES0685
 ES0685                         *CURRENT SURVEY CONTROL
 ES0685  ___________________________________________________________________
 ES0685* NAD 83(1986)-  34 32 52.     (N)    111 50 13.     (W)     SCALED    
 ES0685* NAVD 88     -       953.314  (meters)    3127.66   (feet)  ADJUSTED  
 ES0685  ___________________________________________________________________
 ES0685  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0685  DYNAMIC HT  -         952.123 (meters)    3123.76  (feet)  COMP
 ES0685  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 ES0685  OBS GRAVITY -     979,354.4   (mgal)                       GRAV_OBS
 ES0685
 ES0685  VERT ORDER  -  FIRST     CLASS II
 ES0685
 ES0685.The horizontal coordinates were scaled from a topographic map and have
 ES0685.an estimated accuracy of +/- 6 seconds.
 ES0685
 ES0685.The orthometric height was determined by differential leveling
 ES0685.and adjusted by the National Geodetic Survey in June 1991..
 ES0685
 ES0685.The geoid height was determined by GEOID03.
 ES0685
 ES0685.The dynamic height is computed by dividing the NAVD 88
 ES0685.geopotential number by the normal gravity value computed on the
 ES0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0685.degrees latitude (g = 980.6199 gals.).
 ES0685
 ES0685.The modeled gravity was interpolated from observed gravity values.
 ES0685.The observed gravity was obtained from relative gravimeter ties
 ES0685.to the IGSN71 gravity network.
 ES0685
 ES0685;                    North         East    Units  Estimated Accuracy
 ES0685;SPC AZ C     -   393,410.      220,680.      MT  (+/- 180 meters Scaled)
 ES0685
 ES0685                          SUPERSEDED SURVEY CONTROL
 ES0685
 ES0685.No superseded survey control is available for this station.
 ES0685
 ES0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD232232(NAD 83)
 ES0685_MARKER: I = METAL ROD
 ES0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0685_SP_SET: STAINLESS STEEL ROD
 ES0685_STAMPING: F 494 1982
 ES0685_MARK LOGO: NGS   
 ES0685_PROJECTION: FLUSH
 ES0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0685_ROD/PIPE-DEPTH: 13.7 meters
 ES0685
 ES0685  HISTORY     - Date     Condition        Report By
 ES0685  HISTORY     - 1982     MONUMENTED       NGS
 ES0685  HISTORY     - 19980227 GOOD             USPSQD
 ES0685  HISTORY     - 20050518 POOR             GEOCAC
 ES0685
 ES0685                          STATION DESCRIPTION
 ES0685
 ES0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0685'3.2 KM (2.0 MI) SE FROM CAMP VERDE.
 ES0685'3.2 KM (2.0 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0685'OFFICE IN CAMP VERDE, AT THE NORTHWEST END OF THE CAMP VERDE AIRSTRIP,
 ES0685'19.2 METERS (63 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.5 METERS (64
 ES0685'FT) EAST OF THE EAST END OF A CATTLE GUARD, 0.3 METER (1 FT) NORTH OF
 ES0685'THE RIGHT OF WAY FENCE.
 ES0685'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ES0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0685
 ES0685                          STATION RECOVERY (1998)
 ES0685
 ES0685'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0685'RECOVERED IN GOOD CONDITION.
 ES0685
 ES0685                          STATION RECOVERY (2005)
 ES0685
 ES0685'RECOVERY NOTE BY GEOCACHING 2005 (RJN)
 ES0685'ALL WE FOUND WAS A CUT OFF WITNESS POST. THERE HAS BEEN ROAD
 ES0685'CONSTRUCTION THROUGH THIS LOCATION. MAYBE THE POST HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0721 ***********************************************************************
 ES0721  DESIGNATION -  F 495
 ES0721  PID         -  ES0721
 ES0721  STATE/COUNTY-  AZ/GILA
 ES0721  USGS QUAD   -  STRAWBERRY (1967)
 ES0721
 ES0721                         *CURRENT SURVEY CONTROL
 ES0721  ___________________________________________________________________
 ES0721* NAD 83(1986)-  34 24 10.     (N)    111 32 31.     (W)     SCALED    
 ES0721* NAVD 88     -      1759.922  (meters)    5774.01   (feet)  ADJUSTED  
 ES0721  ___________________________________________________________________
 ES0721  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 ES0721  DYNAMIC HT  -        1757.463 (meters)    5765.94  (feet)  COMP
 ES0721  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 ES0721
 ES0721  VERT ORDER  -  FIRST     CLASS II
 ES0721
 ES0721.The horizontal coordinates were scaled from a topographic map and have
 ES0721.an estimated accuracy of +/- 6 seconds.
 ES0721
 ES0721.The orthometric height was determined by differential leveling
 ES0721.and adjusted by the National Geodetic Survey in June 1991..
 ES0721
 ES0721.The geoid height was determined by GEOID03.
 ES0721
 ES0721.The dynamic height is computed by dividing the NAVD 88
 ES0721.geopotential number by the normal gravity value computed on the
 ES0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0721.degrees latitude (g = 980.6199 gals.).
 ES0721
 ES0721.The modeled gravity was interpolated from observed gravity values.
 ES0721
 ES0721;                    North         East    Units  Estimated Accuracy
 ES0721;SPC AZ E     -   378,190.       86,920.      MT  (+/- 180 meters Scaled)
 ES0721
 ES0721                          SUPERSEDED SURVEY CONTROL
 ES0721
 ES0721.No superseded survey control is available for this station.
 ES0721
 ES0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD501069(NAD 83)
 ES0721_MARKER: DB = BENCH MARK DISK
 ES0721_SETTING: 66 = SET IN ROCK OUTCROP
 ES0721_SP_SET: ROCK OUTCROP
 ES0721_STAMPING: F 495 1982
 ES0721_MARK LOGO: NGS   
 ES0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0721+STABILITY: POSITION/ELEVATION WELL
 ES0721
 ES0721  HISTORY     - Date     Condition        Report By
 ES0721  HISTORY     - 1982     MONUMENTED       NGS
 ES0721
 ES0721                          STATION DESCRIPTION
 ES0721
 ES0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0721'9.8 KM (6.1 MI) NW FROM PINE.
 ES0721'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0721'IN PINE, THENCE 5.0 KM (3.1 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0721'OF A 6 BY 6 FOOT PORTION OF OUTCROP AT THE BOTTOM OF A SHALLOW FILL,
 ES0721'0.5 KM (0.3 MI) WEST OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH,
 ES0721'5.8 METERS (19 FT) SOUTH OF THE ROAD CENTERLINE, 1.5 METERS (5 FT)
 ES0721'NORTH OF A FENCE LINE.
 ES0721'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0721'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0732 ***********************************************************************
 ES0732  DESIGNATION -  F 496
 ES0732  PID         -  ES0732
 ES0732  STATE/COUNTY-  AZ/GILA
 ES0732  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0732
 ES0732                         *CURRENT SURVEY CONTROL
 ES0732  ___________________________________________________________________
 ES0732* NAD 83(1986)-  34 21 10.     (N)    111 25 32.     (W)     SCALED    
 ES0732* NAVD 88     -      1739.236  (meters)    5706.14   (feet)  ADJUSTED  
 ES0732  ___________________________________________________________________
 ES0732  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0732  DYNAMIC HT  -        1736.797 (meters)    5698.14  (feet)  COMP
 ES0732  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 ES0732
 ES0732  VERT ORDER  -  FIRST     CLASS II
 ES0732
 ES0732.The horizontal coordinates were scaled from a topographic map and have
 ES0732.an estimated accuracy of +/- 6 seconds.
 ES0732
 ES0732.The orthometric height was determined by differential leveling
 ES0732.and adjusted by the National Geodetic Survey in June 1991..
 ES0732
 ES0732.The geoid height was determined by GEOID03.
 ES0732
 ES0732.The dynamic height is computed by dividing the NAVD 88
 ES0732.geopotential number by the normal gravity value computed on the
 ES0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0732.degrees latitude (g = 980.6199 gals.).
 ES0732
 ES0732.The modeled gravity was interpolated from observed gravity values.
 ES0732
 ES0732;                    North         East    Units  Estimated Accuracy
 ES0732;SPC AZ E     -   372,500.       97,550.      MT  (+/- 180 meters Scaled)
 ES0732
 ES0732                          SUPERSEDED SURVEY CONTROL
 ES0732
 ES0732.No superseded survey control is available for this station.
 ES0732
 ES0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608013(NAD 83)
 ES0732_MARKER: DB = BENCH MARK DISK
 ES0732_SETTING: 66 = SET IN ROCK OUTCROP
 ES0732_SP_SET: ROCK OUTCROP
 ES0732_STAMPING: F 496 1982
 ES0732_MARK LOGO: NGS   
 ES0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0732+STABILITY: POSITION/ELEVATION WELL
 ES0732
 ES0732  HISTORY     - Date     Condition        Report By
 ES0732  HISTORY     - 1982     MONUMENTED       NGS
 ES0732  HISTORY     - 19980819 GOOD             USPSQD
 ES0732
 ES0732                          STATION DESCRIPTION
 ES0732
 ES0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0732'4.8 KM (3.0 MI) SE FROM PINE.
 ES0732'4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0732'IN PINE, IN TOP OF A LOWER LEDGE OF LIMESTONE OUTCROP NEAR THE CENTER
 ES0732'OF A DEEP CUT, 5.7 METERS (19 FT) WEST OF THE HIGHWAY CENTERLINE,
 ES0732'149.3 METERS (450 FT) SOUTH OF THE NORTH END OF THE CUT.
 ES0732'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0732'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0732
 ES0732                          STATION RECOVERY (1998)
 ES0732
 ES0732'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0758 ***********************************************************************
 ES0758  DESIGNATION -  F 497
 ES0758  PID         -  ES0758
 ES0758  STATE/COUNTY-  AZ/GILA
 ES0758  USGS QUAD   -  GISELA (1972)
 ES0758
 ES0758                         *CURRENT SURVEY CONTROL
 ES0758  ___________________________________________________________________
 ES0758* NAD 83(1986)-  34 02 20.     (N)    111 18 02.     (W)     SCALED    
 ES0758* NAVD 88     -       849.286  (meters)    2786.37   (feet)  ADJUSTED  
 ES0758  ___________________________________________________________________
 ES0758  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ES0758  DYNAMIC HT  -         848.207 (meters)    2782.83  (feet)  COMP
 ES0758  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 ES0758  OBS GRAVITY -     979,338.9   (mgal)                       GRAV_OBS
 ES0758
 ES0758  VERT ORDER  -  FIRST     CLASS II
 ES0758
 ES0758.The horizontal coordinates were scaled from a topographic map and have
 ES0758.an estimated accuracy of +/- 6 seconds.
 ES0758
 ES0758.The orthometric height was determined by differential leveling
 ES0758.and adjusted by the National Geodetic Survey in June 1991..
 ES0758
 ES0758.The geoid height was determined by GEOID03.
 ES0758
 ES0758.The dynamic height is computed by dividing the NAVD 88
 ES0758.geopotential number by the normal gravity value computed on the
 ES0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0758.degrees latitude (g = 980.6199 gals.).
 ES0758
 ES0758.The modeled gravity was interpolated from observed gravity values.
 ES0758.The observed gravity was obtained from relative gravimeter ties
 ES0758.to the IGSN71 gravity network.
 ES0758
 ES0758;                    North         East    Units  Estimated Accuracy
 ES0758;SPC AZ E     -   337,550.      108,660.      MT  (+/- 180 meters Scaled)
 ES0758
 ES0758                          SUPERSEDED SURVEY CONTROL
 ES0758
 ES0758.No superseded survey control is available for this station.
 ES0758
 ES0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC722665(NAD 83)
 ES0758_MARKER: DB = BENCH MARK DISK
 ES0758_SETTING: 66 = SET IN ROCK OUTCROP
 ES0758_SP_SET: ROCK OUTCROP
 ES0758_STAMPING: F 497 1982
 ES0758_MARK LOGO: NGS   
 ES0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0758+STABILITY: POSITION/ELEVATION WELL
 ES0758
 ES0758  HISTORY     - Date     Condition        Report By
 ES0758  HISTORY     - 1982     MONUMENTED       NGS
 ES0758
 ES0758                          STATION DESCRIPTION
 ES0758
 ES0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0758'27.4 KM (17.0 MI) SOUTH FROM PAYSON.
 ES0758'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0758'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0758'GISELA, THENCE 7.6 KM (4.7 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN TOP
 ES0758'OF A 6 BY 15 FOOT PORTION OF MASSIVE OUTCROP PROJECTING 4 FEET ABOVE
 ES0758'THE GROUND, AT THE SOUTH END OF THE STEEL BRIDGE OVER RYE CREEK, 21.7
 ES0758'KM (13.5 MI) NORTHWEST OF PUNKIN CENTER, 6.1 METERS (20 FT) WEST OF
 ES0758'THE ROAD CENTERLINE, 44.8 METERS (147 FT) SOUTH OF BM W 25 USGS, 8.2
 ES0758'METERS (27 FT) SOUTH OF THE SOUTH END OF THE WEST STEEL GUARD RAIL.
 ES0758'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0758'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1629 ***********************************************************************
 DU1629  DESIGNATION -  F 498
 DU1629  PID         -  DU1629
 DU1629  STATE/COUNTY-  AZ/GILA
 DU1629  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1629
 DU1629                         *CURRENT SURVEY CONTROL
 DU1629  ___________________________________________________________________
 DU1629* NAD 83(1986)-  33 43 35.     (N)    111 12 47.     (W)     SCALED    
 DU1629* NAVD 88     -       658.444  (meters)    2160.24   (feet)  ADJUSTED  
 DU1629  ___________________________________________________________________
 DU1629  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1629  DYNAMIC HT  -         657.602 (meters)    2157.48  (feet)  COMP
 DU1629  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 DU1629
 DU1629  VERT ORDER  -  FIRST     CLASS II
 DU1629
 DU1629.The horizontal coordinates were scaled from a topographic map and have
 DU1629.an estimated accuracy of +/- 6 seconds.
 DU1629
 DU1629.The orthometric height was determined by differential leveling
 DU1629.and adjusted by the National Geodetic Survey in June 1991..
 DU1629
 DU1629.The geoid height was determined by GEOID03.
 DU1629
 DU1629.The dynamic height is computed by dividing the NAVD 88
 DU1629.geopotential number by the normal gravity value computed on the
 DU1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1629.degrees latitude (g = 980.6199 gals.).
 DU1629
 DU1629.The modeled gravity was interpolated from observed gravity values.
 DU1629
 DU1629;                    North         East    Units  Estimated Accuracy
 DU1629;SPC AZ E     -   302,800.      116,390.      MT  (+/- 180 meters Scaled)
 DU1629
 DU1629                          SUPERSEDED SURVEY CONTROL
 DU1629
 DU1629.No superseded survey control is available for this station.
 DU1629
 DU1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC802318(NAD 83)
 DU1629_MARKER: I = METAL ROD
 DU1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1629_SP_SET: STAINLESS STEEL ROD
 DU1629_STAMPING: F 498 1983
 DU1629_MARK LOGO: NGS   
 DU1629_PROJECTION: FLUSH
 DU1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1629_ROD/PIPE-DEPTH: 5.5  meters
 DU1629
 DU1629  HISTORY     - Date     Condition        Report By
 DU1629  HISTORY     - 1983     MONUMENTED       NGS
 DU1629
 DU1629                          STATION DESCRIPTION
 DU1629
 DU1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1629'12.6 KM (7.8 MI) NW FROM ROOSEVELT DAM.
 DU1629'12.6 KM (7.8 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1629'ROOSEVELT DAM, IN THE EAST CORNER OF A POINT WHERE ROCK CREEK CROSSES
 DU1629'THE HIGHWAY, ON THE INSIDE OF A SHARP CURVE, AT THE SOUTHWEST EDGE OF
 DU1629'A SMALL BUT PROMINENT GROUP OF COTTONWOOD TREES BETWEEN A TRACK ROAD
 DU1629'AND THE CREEK, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 250, 16.2 METERS
 DU1629'(53 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST
 DU1629'OF THE SOUTHEAST CORNER OF A CONCRETE DIP APRON, 7.6 METERS (25 FT)
 DU1629'NORTHWEST OF THE TRACK ROAD CENTER, 5.8 METERS (19 FT) SOUTHEAST OF
 DU1629'THE SOUTHEAST EDGE OF THE CREEK BED.
 DU1629'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1629'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0205 ***********************************************************************
 GQ0205  DESIGNATION -  F 499
 GQ0205  PID         -  GQ0205
 GQ0205  STATE/COUNTY-  AZ/MOHAVE
 GQ0205  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0205
 GQ0205                         *CURRENT SURVEY CONTROL
 GQ0205  ___________________________________________________________________
 GQ0205* NAD 83(1986)-  36 54 16.     (N)    113 55 59.     (W)     SCALED    
 GQ0205* NAVD 88     -       564.644  (meters)    1852.50   (feet)  ADJUSTED  
 GQ0205  ___________________________________________________________________
 GQ0205  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GQ0205  DYNAMIC HT  -         564.075 (meters)    1850.64  (feet)  COMP
 GQ0205  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 GQ0205  OBS GRAVITY -     979,607.8   (mgal)                       GRAV_OBS
 GQ0205
 GQ0205  VERT ORDER  -  FIRST     CLASS II
 GQ0205
 GQ0205.The horizontal coordinates were scaled from a topographic map and have
 GQ0205.an estimated accuracy of +/- 6 seconds.
 GQ0205
 GQ0205.The orthometric height was determined by differential leveling
 GQ0205.and adjusted by the National Geodetic Survey in June 1991..
 GQ0205
 GQ0205.The geoid height was determined by GEOID03.
 GQ0205
 GQ0205.The dynamic height is computed by dividing the NAVD 88
 GQ0205.geopotential number by the normal gravity value computed on the
 GQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0205.degrees latitude (g = 980.6199 gals.).
 GQ0205
 GQ0205.The modeled gravity was interpolated from observed gravity values.
 GQ0205.The observed gravity was obtained from relative gravimeter ties
 GQ0205.to the IGSN71 gravity network.
 GQ0205
 GQ0205;                    North         East    Units  Estimated Accuracy
 GQ0205;SPC AZ W     -   654,900.      197,050.      MT  (+/- 180 meters Scaled)
 GQ0205
 GQ0205                          SUPERSEDED SURVEY CONTROL
 GQ0205
 GQ0205.No superseded survey control is available for this station.
 GQ0205
 GQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF386882(NAD 83)
 GQ0205_MARKER: DB = BENCH MARK DISK
 GQ0205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GQ0205_SP_SET: CURB
 GQ0205_STAMPING: F 499 1982
 GQ0205_MARK LOGO: NGS   
 GQ0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0205+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2003
 GQ0205
 GQ0205  HISTORY     - Date     Condition        Report By
 GQ0205  HISTORY     - 1982     MONUMENTED       NGS
 GQ0205  HISTORY     - 20030201 GOOD             NGS
 GQ0205
 GQ0205                          STATION DESCRIPTION
 GQ0205
 GQ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0205'18.1 KM (11.3 MI) NE FROM MESQUITE NV.
 GQ0205'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0205'MESQUITE, THENCE 17.6 KM (11.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0205'IN TOP OF AND 3.3 METERS (11.5 FT) SOUTHWEST OF THE NORTHEAST END OF
 GQ0205'THE NORTHWEST BRIDGE CURB OVER AN ABUTMENT FOR THE BRIDGE OVER BEAVER
 GQ0205'DAM WASH, 4.9 METERS (16.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 GQ0205'0.15 METER (0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB.
 GQ0205'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GQ0205
 GQ0205                          STATION RECOVERY (2003)
 GQ0205
 GQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 GQ0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0147 ***********************************************************************
 GP0147  DESIGNATION -  F 50
 GP0147  PID         -  GP0147
 GP0147  STATE/COUNTY-  AZ/COCONINO
 GP0147  USGS QUAD   -  TUBA CITY NE (1969)
 GP0147
 GP0147                         *CURRENT SURVEY CONTROL
 GP0147  ___________________________________________________________________
 GP0147* NAD 83(1986)-  36 09 45.     (N)    111 05 49.     (W)     SCALED    
 GP0147* NAVD 88     -      1584.659  (meters)    5199.00   (feet)  ADJUSTED  
 GP0147  ___________________________________________________________________
 GP0147  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0147  DYNAMIC HT  -        1582.652 (meters)    5192.42  (feet)  COMP
 GP0147  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 GP0147
 GP0147  VERT ORDER  -  FIRST     CLASS II
 GP0147
 GP0147.The horizontal coordinates were scaled from a topographic map and have
 GP0147.an estimated accuracy of +/- 6 seconds.
 GP0147
 GP0147.The orthometric height was determined by differential leveling
 GP0147.and adjusted by the National Geodetic Survey in June 1991..
 GP0147
 GP0147.The geoid height was determined by GEOID03.
 GP0147
 GP0147.The dynamic height is computed by dividing the NAVD 88
 GP0147.geopotential number by the normal gravity value computed on the
 GP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0147.degrees latitude (g = 980.6199 gals.).
 GP0147
 GP0147.The modeled gravity was interpolated from observed gravity values.
 GP0147
 GP0147;                    North         East    Units  Estimated Accuracy
 GP0147;SPC AZ C     -   572,850.      287,110.      MT  (+/- 180 meters Scaled)
 GP0147
 GP0147                          SUPERSEDED SURVEY CONTROL
 GP0147
 GP0147  NGVD 29 (??/??/92) 1583.714  (m)         5195.90   (f) ADJ UNCH    1 2
 GP0147
 GP0147.Superseded values are not recommended for survey control.
 GP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0147.See file dsdata.txt to determine how the superseded data were derived.
 GP0147
 GP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF912019(NAD 83)
 GP0147_MARKER: DB = BENCH MARK DISK
 GP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0147_STAMPING: F 50 1934
 GP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0147+STABILITY: SURFACE MOTION
 GP0147
 GP0147  HISTORY     - Date     Condition        Report By
 GP0147  HISTORY     - 1934     MONUMENTED       CGS
 GP0147  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0147
 GP0147                          STATION DESCRIPTION
 GP0147
 GP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0147'8.9 MI NE FROM TUBA CITY.
 GP0147'8.9 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0147'COCONINO COUNTY, 1-1/2 POLES SOUTHWEST OF A SHARP ANGLE IN A ROW OF
 GP0147'POLES, 83 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0147'WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED F 50 1934 AND SET IN
 GP0147'THE TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S.
 GP0147'HIGHWAY 164 AND STATE HIGHWAY 264.  7.7 MILES NORTHEAST OF ALONG U.S.
 GP0147'HIGHWAY 164.  1 1/2 POLES SOUTHWEST OF A SHARP ANGLE IN A ROW OF
 GP0147'POLES.  450 FT. SOUTHEAST OF CENTERLINE OF HIGHWAY.  440 FT. SOUTH OF
 GP0147'A SMALL SHELTER USED AS A BUS STOP.  82 FT. NORTHWEST OF A TRACK ROAD.
 GP0147'IN LINE WITH A ROW OF POLES.  SET IN A CONCRETE POST PROJECTING 0.7
 GP0147'FT.  A USC AND GS BENCH MARK.
 GP0147
 GP0147                          STATION RECOVERY (1983)
 GP0147
 GP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0412 ***********************************************************************
 FP0412  DESIGNATION -  F 500
 FP0412  PID         -  FP0412
 FP0412  STATE/COUNTY-  AZ/APACHE
 FP0412  USGS QUAD   -  KACHINA POINT (1972)
 FP0412
 FP0412                         *CURRENT SURVEY CONTROL
 FP0412  ___________________________________________________________________
 FP0412* NAD 83(1986)-  35 01 47.     (N)    109 50 01.     (W)     SCALED    
 FP0412* NAVD 88     -      1685.462  (meters)    5529.72   (feet)  ADJUSTED  
 FP0412  ___________________________________________________________________
 FP0412  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FP0412  DYNAMIC HT  -        1683.116 (meters)    5522.02  (feet)  COMP
 FP0412  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 FP0412
 FP0412  VERT ORDER  -  FIRST     CLASS II
 FP0412
 FP0412.The horizontal coordinates were scaled from a topographic map and have
 FP0412.an estimated accuracy of +/- 6 seconds.
 FP0412
 FP0412.The orthometric height was determined by differential leveling
 FP0412.and adjusted by the National Geodetic Survey in June 1991..
 FP0412
 FP0412.The geoid height was determined by GEOID03.
 FP0412
 FP0412.The dynamic height is computed by dividing the NAVD 88
 FP0412.geopotential number by the normal gravity value computed on the
 FP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0412.degrees latitude (g = 980.6199 gals.).
 FP0412
 FP0412.The modeled gravity was interpolated from observed gravity values.
 FP0412
 FP0412;                    North         East    Units  Estimated Accuracy
 FP0412;SPC AZ E     -   446,920.      243,750.      MT  (+/- 180 meters Scaled)
 FP0412
 FP0412                          SUPERSEDED SURVEY CONTROL
 FP0412
 FP0412.No superseded survey control is available for this station.
 FP0412
 FP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD063769(NAD 83)
 FP0412_MARKER: I = METAL ROD
 FP0412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0412+WITH SETTING: INFORMATION.
 FP0412_SP_SET: SHALLOW SET METAL ROD
 FP0412_STAMPING: F 500 1983
 FP0412_MARK LOGO: NGS   
 FP0412_PROJECTION: FLUSH
 FP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0412_ROD/PIPE-DEPTH: 2.7  meters
 FP0412
 FP0412  HISTORY     - Date     Condition        Report By
 FP0412  HISTORY     - 1983     MONUMENTED       NGS
 FP0412
 FP0412                          STATION DESCRIPTION
 FP0412
 FP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0412'33.9 KM (21.05 MI) NE FROM HOLBROOK.
 FP0412'33.9 KM (21.05 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0412'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, 0.1 KM (0.05 MI) SOUTHWEST
 FP0412'OF MILEPOST 308, 53.3 METERS (174.9 FT) SOUTH OF THE SOUTH CORNER OF A
 FP0412'DOUBLE BOX CULVERT, 28.6 METERS (93.8 FT) SOUTHEAST OF THE CENTERLINE
 FP0412'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.3 METER (1.0 FT)
 FP0412'NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO
 FP0412'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0412'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0412'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0799 ***********************************************************************
 ES0799  DESIGNATION -  F 501
 ES0799  PID         -  ES0799
 ES0799  STATE/COUNTY-  AZ/NAVAJO
 ES0799  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0799
 ES0799                         *CURRENT SURVEY CONTROL
 ES0799  ___________________________________________________________________
 ES0799* NAD 83(1986)-  34 40 19.     (N)    110 06 09.     (W)     SCALED    
 ES0799* NAVD 88     -      1695.079  (meters)    5561.27   (feet)  ADJUSTED  
 ES0799  ___________________________________________________________________
 ES0799  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0799  DYNAMIC HT  -        1692.692 (meters)    5553.44  (feet)  COMP
 ES0799  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 ES0799
 ES0799  VERT ORDER  -  FIRST     CLASS II
 ES0799
 ES0799.The horizontal coordinates were scaled from a topographic map and have
 ES0799.an estimated accuracy of +/- 6 seconds.
 ES0799
 ES0799.The orthometric height was determined by differential leveling
 ES0799.and adjusted by the National Geodetic Survey in June 1991..
 ES0799
 ES0799.The geoid height was determined by GEOID03.
 ES0799
 ES0799.The dynamic height is computed by dividing the NAVD 88
 ES0799.geopotential number by the normal gravity value computed on the
 ES0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0799.degrees latitude (g = 980.6199 gals.).
 ES0799
 ES0799.The modeled gravity was interpolated from observed gravity values.
 ES0799
 ES0799;                    North         East    Units  Estimated Accuracy
 ES0799;SPC AZ E     -   407,190.      219,240.      MT  (+/- 180 meters Scaled)
 ES0799
 ES0799                          SUPERSEDED SURVEY CONTROL
 ES0799
 ES0799.No superseded survey control is available for this station.
 ES0799
 ES0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822370(NAD 83)
 ES0799_MARKER: I = METAL ROD
 ES0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0799+WITH SETTING: INFORMATION.
 ES0799_SP_SET: SHALLOW SET METAL ROD
 ES0799_STAMPING: F 501 1983
 ES0799_MARK LOGO: NGS   
 ES0799_PROJECTION: FLUSH
 ES0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0799_ROD/PIPE-DEPTH: 2.7  meters
 ES0799
 ES0799  HISTORY     - Date     Condition        Report By
 ES0799  HISTORY     - 1983     MONUMENTED       NGS
 ES0799
 ES0799                          STATION DESCRIPTION
 ES0799
 ES0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0799'26.6 KM (16.5 MI) SOUTH FROM HOLBROOK.
 ES0799'26.6 KM (16.5 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0799'WITH HOPI DRIVE IN HOLBROOK, 0.3 KM (0.2 MI) NORTH OF MILEPOST 372 AND
 ES0799'30.3 METERS (99.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0799'REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 ES0799'THROUGH A 5-INCH LOGO CAP.
 ES0799'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0799'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0427 ***********************************************************************
 ER0427  DESIGNATION -  F 502
 ER0427  PID         -  ER0427
 ER0427  STATE/COUNTY-  AZ/NAVAJO
 ER0427  USGS QUAD   -  INDIAN PINE (1977)
 ER0427
 ER0427                         *CURRENT SURVEY CONTROL
 ER0427  ___________________________________________________________________
 ER0427* NAD 83(1986)-  34 05 42.     (N)    109 54 27.     (W)     SCALED    
 ER0427* NAVD 88     -      2203.466  (meters)    7229.20   (feet)  ADJUSTED  
 ER0427  ___________________________________________________________________
 ER0427  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0427  DYNAMIC HT  -        2200.078 (meters)    7218.09  (feet)  COMP
 ER0427  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 ER0427
 ER0427  VERT ORDER  -  FIRST     CLASS II
 ER0427
 ER0427.The horizontal coordinates were scaled from a topographic map and have
 ER0427.an estimated accuracy of +/- 6 seconds.
 ER0427
 ER0427.The orthometric height was determined by differential leveling
 ER0427.and adjusted by the National Geodetic Survey in June 1991..
 ER0427
 ER0427.The geoid height was determined by GEOID03.
 ER0427
 ER0427.The dynamic height is computed by dividing the NAVD 88
 ER0427.geopotential number by the normal gravity value computed on the
 ER0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0427.degrees latitude (g = 980.6199 gals.).
 ER0427
 ER0427.The modeled gravity was interpolated from observed gravity values.
 ER0427
 ER0427;                    North         East    Units  Estimated Accuracy
 ER0427;SPC AZ E     -   343,220.      237,270.      MT  (+/- 180 meters Scaled)
 ER0427
 ER0427                          SUPERSEDED SURVEY CONTROL
 ER0427
 ER0427.No superseded survey control is available for this station.
 ER0427
 ER0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007732(NAD 83)
 ER0427_MARKER: I = METAL ROD
 ER0427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0427+WITH SETTING: INFORMATION.
 ER0427_SP_SET: SHALLOW SET METAL ROD
 ER0427_STAMPING: F 502 1983
 ER0427_MARK LOGO: NGS   
 ER0427_PROJECTION: FLUSH
 ER0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0427_ROD/PIPE-DEPTH: 2.4  meters
 ER0427
 ER0427  HISTORY     - Date     Condition        Report By
 ER0427  HISTORY     - 1983     MONUMENTED       NGS
 ER0427
 ER0427                          STATION DESCRIPTION
 ER0427
 ER0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0427'7.1 KM (4.4 MI) NW FROM MCNARY.
 ER0427'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0427'MCNARY, THENCE 7.0 KM (4.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260,
 ER0427'0.7 KM (0.45 MI) NORTH OF MILEPOST 357, 30.7 METERS (100.7 FT) EAST OF
 ER0427'THE CENTERLINE OF THE HIGHWAY AND 12.4 METERS (40.7 FT) EAST OF
 ER0427'UTILITY POLE NUMBER 2-86.  REFUSAL WAS REACHED AT 8.0 FT.  ACCESS
 ER0427'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0427'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ER0427'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0386 ***********************************************************************
 FP0386  DESIGNATION -  F 503
 FP0386  PID         -  FP0386
 FP0386  STATE/COUNTY-  AZ/APACHE
 FP0386  USGS QUAD   -  HOUCK (1971)
 FP0386
 FP0386                         *CURRENT SURVEY CONTROL
 FP0386  ___________________________________________________________________
 FP0386* NAD 83(1986)-  35 16 48.     (N)    109 10 42.     (W)     SCALED    
 FP0386* NAVD 88     -      1838.462  (meters)    6031.69   (feet)  ADJUSTED  
 FP0386  ___________________________________________________________________
 FP0386  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FP0386  DYNAMIC HT  -        1835.891 (meters)    6023.25  (feet)  COMP
 FP0386  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 FP0386
 FP0386  VERT ORDER  -  FIRST     CLASS II
 FP0386
 FP0386.The horizontal coordinates were scaled from a topographic map and have
 FP0386.an estimated accuracy of +/- 6 seconds.
 FP0386
 FP0386.The orthometric height was determined by differential leveling
 FP0386.and adjusted by the National Geodetic Survey in June 1991..
 FP0386
 FP0386.The geoid height was determined by GEOID03.
 FP0386
 FP0386.The dynamic height is computed by dividing the NAVD 88
 FP0386.geopotential number by the normal gravity value computed on the
 FP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0386.degrees latitude (g = 980.6199 gals.).
 FP0386
 FP0386.The modeled gravity was interpolated from observed gravity values.
 FP0386
 FP0386;                    North         East    Units  Estimated Accuracy
 FP0386;SPC AZ E     -   475,080.      303,270.      MT  (+/- 180 meters Scaled)
 FP0386
 FP0386                          SUPERSEDED SURVEY CONTROL
 FP0386
 FP0386.No superseded survey control is available for this station.
 FP0386
 FP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE656056(NAD 83)
 FP0386_MARKER: I = METAL ROD
 FP0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0386_SP_SET: STAINLESS STEEL ROD
 FP0386_STAMPING: F 503 1983
 FP0386_MARK LOGO: NGS   
 FP0386_PROJECTION: FLUSH
 FP0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0386_ROD/PIPE-DEPTH: 12.2 meters
 FP0386
 FP0386  HISTORY     - Date     Condition        Report By
 FP0386  HISTORY     - 1983     MONUMENTED       NGS
 FP0386
 FP0386                          STATION DESCRIPTION
 FP0386
 FP0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0386'26.6 KM (16.5 MI) NE FROM CHAMBERS.
 FP0386'26.6 KM (16.5 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0386'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0386'KM (0.1 MI) EAST OF MILEPOST 350, 19.0 METERS (62.3 FT) NORTH OF A
 FP0386'FENCE, 11.4 METERS (37.4 FT) SOUTH OF THE CENTERLINE OF THE NORTHEAST
 FP0386'BOUND LANES OF THE HIGHWAY AND 1.7 METERS (5.6 FT) SOUTH OF THE NORTH
 FP0386'LEG OF A HIGHWAY INFORMATION SIGN (ALLENTOWN ROAD EXIT 1 MILE).
 FP0386'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0386'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FP0386'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0781 ***********************************************************************
 ES0781  DESIGNATION -  F 504
 ES0781  PID         -  ES0781
 ES0781  STATE/COUNTY-  AZ/NAVAJO
 ES0781  USGS QUAD   -  JOSEPH CITY (1986)
 ES0781
 ES0781                         *CURRENT SURVEY CONTROL
 ES0781  ___________________________________________________________________
 ES0781* NAD 83(1986)-  34 56 38.     (N)    110 17 48.     (W)     SCALED    
 ES0781* NAVD 88     -      1536.217  (meters)    5040.07   (feet)  ADJUSTED  
 ES0781  ___________________________________________________________________
 ES0781  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0781  DYNAMIC HT  -        1534.132 (meters)    5033.23  (feet)  COMP
 ES0781  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 ES0781
 ES0781  VERT ORDER  -  FIRST     CLASS II
 ES0781
 ES0781.The horizontal coordinates were scaled from a topographic map and have
 ES0781.an estimated accuracy of +/- 6 seconds.
 ES0781
 ES0781.The orthometric height was determined by differential leveling
 ES0781.and adjusted by the National Geodetic Survey in June 1991..
 ES0781
 ES0781.The geoid height was determined by GEOID03.
 ES0781
 ES0781.The dynamic height is computed by dividing the NAVD 88
 ES0781.geopotential number by the normal gravity value computed on the
 ES0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0781.degrees latitude (g = 980.6199 gals.).
 ES0781
 ES0781.The modeled gravity was interpolated from observed gravity values.
 ES0781
 ES0781;                    North         East    Units  Estimated Accuracy
 ES0781;SPC AZ E     -   437,360.      201,490.      MT  (+/- 180 meters Scaled)
 ES0781
 ES0781                          SUPERSEDED SURVEY CONTROL
 ES0781
 ES0781.No superseded survey control is available for this station.
 ES0781
 ES0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD642670(NAD 83)
 ES0781_MARKER: DB = BENCH MARK DISK
 ES0781_SETTING: 66 = SET IN ROCK OUTCROP
 ES0781_SP_SET: ROCK OUTCROP
 ES0781_STAMPING: F 504 1983
 ES0781_MARK LOGO: NGS   
 ES0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0781+STABILITY: POSITION/ELEVATION WELL
 ES0781
 ES0781  HISTORY     - Date     Condition        Report By
 ES0781  HISTORY     - 1983     MONUMENTED       NGS
 ES0781
 ES0781                          STATION DESCRIPTION
 ES0781
 ES0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0781'4.4 KM (2.75 MI) EAST FROM JOSEPH CITY.
 ES0781'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 ES0781'HIGHWAY 40 FROM THE POST OFFICE IN JOSEPH CITY, IN THE SOUTHEAST END
 ES0781'OF A 21 BY 34 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI)
 ES0781'SOUTHEAST OF THE TANNER WASH HIGHWAY BRIDGE, 0.3 KM (0.2 MI) SOUTHEAST
 ES0781'OF MILEPOST 278 AND 29.1 METERS (95.5 FT) SOUTHWEST OF THE CENTERLINE
 ES0781'OF THE EAST BOUND LANES OF THE HIGHWAY.
 ES0781'THE MARK IS 0.6 METERS  N FROM  A FENCE AND WITNESS POST
 ES0781'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0479 ***********************************************************************
 GP0479  DESIGNATION -  F 505
 GP0479  PID         -  GP0479
 GP0479  STATE/COUNTY-  AZ/COCONINO
 GP0479  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0479
 GP0479                         *CURRENT SURVEY CONTROL
 GP0479  ___________________________________________________________________
 GP0479* NAD 83(1986)-  36 09 11.     (N)    111 22 45.     (W)     SCALED    
 GP0479* NAVD 88     -      1436.742  (meters)    4713.71   (feet)  ADJUSTED  
 GP0479  ___________________________________________________________________
 GP0479  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0479  DYNAMIC HT  -        1434.978 (meters)    4707.92  (feet)  COMP
 GP0479  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 GP0479
 GP0479  VERT ORDER  -  FIRST     CLASS II
 GP0479
 GP0479.The horizontal coordinates were scaled from a topographic map and have
 GP0479.an estimated accuracy of +/- 6 seconds.
 GP0479
 GP0479.The orthometric height was determined by differential leveling
 GP0479.and adjusted by the National Geodetic Survey in June 1991..
 GP0479
 GP0479.The geoid height was determined by GEOID03.
 GP0479
 GP0479.The dynamic height is computed by dividing the NAVD 88
 GP0479.geopotential number by the normal gravity value computed on the
 GP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0479.degrees latitude (g = 980.6199 gals.).
 GP0479
 GP0479.The modeled gravity was interpolated from observed gravity values.
 GP0479
 GP0479;                    North         East    Units  Estimated Accuracy
 GP0479;SPC AZ C     -   571,630.      261,730.      MT  (+/- 180 meters Scaled)
 GP0479
 GP0479                          SUPERSEDED SURVEY CONTROL
 GP0479
 GP0479.No superseded survey control is available for this station.
 GP0479
 GP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF658009(NAD 83)
 GP0479_MARKER: DB = BENCH MARK DISK
 GP0479_SETTING: 66 = SET IN ROCK OUTCROP
 GP0479_SP_SET: ROCK OUTCROP
 GP0479_STAMPING: F 505 1983
 GP0479_MARK LOGO: NGS   
 GP0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0479+STABILITY: POSITION/ELEVATION WELL
 GP0479
 GP0479  HISTORY     - Date     Condition        Report By
 GP0479  HISTORY     - 1983     MONUMENTED       NGS
 GP0479
 GP0479                          STATION DESCRIPTION
 GP0479
 GP0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0479'18.3 KM (11.35 MI) SW FROM TUBA CITY.
 GP0479'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0479'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 9.7 KM (6.0 MI)
 GP0479'NORTHWESTERLY ALONG COUNTY ROAD 23, 2.7 KM (1.7 MI) SOUTHEAST OF THE
 GP0479'JUNCTION OF U.S. HIGHWAY 89, IN THE CENTER OF A 4- BY 6-FOOT EXPOSED
 GP0479'AREA OF OUTCROPPING BEDROCK, 46.0 METERS (150.9 FT) SOUTHWEST OF THE
 GP0479'CENTER OF THE ROAD, AND 40.8 METERS (133.9 FT) WEST OF THE NORTHWEST
 GP0479'CORNER OF A SMALL BRIDGE.
 GP0479'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0479'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0456 ***********************************************************************
 GP0456  DESIGNATION -  F 506
 GP0456  PID         -  GP0456
 GP0456  STATE/COUNTY-  AZ/COCONINO
 GP0456  USGS QUAD   -  TUBA CITY NE (1969)
 GP0456
 GP0456                         *CURRENT SURVEY CONTROL
 GP0456  ___________________________________________________________________
 GP0456* NAD 83(1986)-  36 12 48.     (N)    111 02 51.     (W)     SCALED    
 GP0456* NAVD 88     -      1653.625  (meters)    5425.27   (feet)  ADJUSTED  
 GP0456  ___________________________________________________________________
 GP0456  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0456  DYNAMIC HT  -        1651.543 (meters)    5418.44  (feet)  COMP
 GP0456  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 GP0456
 GP0456  VERT ORDER  -  FIRST     CLASS II
 GP0456
 GP0456.The horizontal coordinates were scaled from a topographic map and have
 GP0456.an estimated accuracy of +/- 6 seconds.
 GP0456
 GP0456.The orthometric height was determined by differential leveling
 GP0456.and adjusted by the National Geodetic Survey in June 1991..
 GP0456
 GP0456.The geoid height was determined by GEOID03.
 GP0456
 GP0456.The dynamic height is computed by dividing the NAVD 88
 GP0456.geopotential number by the normal gravity value computed on the
 GP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0456.degrees latitude (g = 980.6199 gals.).
 GP0456
 GP0456.The modeled gravity was interpolated from observed gravity values.
 GP0456
 GP0456;                    North         East    Units  Estimated Accuracy
 GP0456;SPC AZ C     -   578,530.      291,510.      MT  (+/- 180 meters Scaled)
 GP0456
 GP0456                          SUPERSEDED SURVEY CONTROL
 GP0456
 GP0456.No superseded survey control is available for this station.
 GP0456
 GP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF957076(NAD 83)
 GP0456_MARKER: I = METAL ROD
 GP0456_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0456+WITH SETTING: INFORMATION.
 GP0456_SP_SET: SHALLOW SET METAL ROD
 GP0456_STAMPING: F 506 1983
 GP0456_MARK LOGO: NGS   
 GP0456_PROJECTION: FLUSH
 GP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0456_ROD/PIPE-DEPTH: 0.9  meters
 GP0456
 GP0456  HISTORY     - Date     Condition        Report By
 GP0456  HISTORY     - 1983     MONUMENTED       NGS
 GP0456
 GP0456                          STATION DESCRIPTION
 GP0456
 GP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0456'20.0 KM (12.4 MI) NE FROM TUBA CITY.
 GP0456'20.0 KM (12.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0456'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.3 KM (0.2 MI)
 GP0456'SOUTHWEST OF A DIRT ROAD LEADING SOUTHEAST, 0.2 KM (0.1 MI) NORTHEAST
 GP0456'OF MILEPOST 334, 60.4 METERS (198.2 FT) NORTHWEST OF THE CENTERLINE OF
 GP0456'THE HIGHWAY, AND 16.8 METERS (55.1 FT) NORTHEAST OF A FENCE LINE
 GP0456'SUPPORT POST.  NOTE=REFUSAL WAS REACHED AT 3.0 FEET.  ACCESS TO THE
 GP0456'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0456'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0377 ***********************************************************************
 GP0377  DESIGNATION -  F 508
 GP0377  PID         -  GP0377
 GP0377  STATE/COUNTY-  AZ/COCONINO
 GP0377  USGS QUAD   -  THE GAP (1981)
 GP0377
 GP0377                         *CURRENT SURVEY CONTROL
 GP0377  ___________________________________________________________________
 GP0377* NAD 83(1986)-  36 18 50.     (N)    111 28 16.     (W)     SCALED    
 GP0377* NAVD 88     -      1639.547  (meters)    5379.08   (feet)  ADJUSTED  
 GP0377  ___________________________________________________________________
 GP0377  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0377  DYNAMIC HT  -        1637.510 (meters)    5372.40  (feet)  COMP
 GP0377  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 GP0377
 GP0377  VERT ORDER  -  FIRST     CLASS II
 GP0377
 GP0377.The horizontal coordinates were scaled from a topographic map and have
 GP0377.an estimated accuracy of +/- 6 seconds.
 GP0377
 GP0377.The orthometric height was determined by differential leveling
 GP0377.and adjusted by the National Geodetic Survey in June 1991..
 GP0377
 GP0377.The geoid height was determined by GEOID03.
 GP0377
 GP0377.The dynamic height is computed by dividing the NAVD 88
 GP0377.geopotential number by the normal gravity value computed on the
 GP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0377.degrees latitude (g = 980.6199 gals.).
 GP0377
 GP0377.The modeled gravity was interpolated from observed gravity values.
 GP0377
 GP0377;                    North         East    Units  Estimated Accuracy
 GP0377;SPC AZ C     -   589,430.      253,370.      MT  (+/- 180 meters Scaled)
 GP0377
 GP0377                          SUPERSEDED SURVEY CONTROL
 GP0377
 GP0377.No superseded survey control is available for this station.
 GP0377
 GP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF577188(NAD 83)
 GP0377_MARKER: I = METAL ROD
 GP0377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0377+WITH SETTING: INFORMATION.
 GP0377_SP_SET: SHALLOW SET METAL ROD
 GP0377_STAMPING: F 508 1983
 GP0377_MARK LOGO: NGS   
 GP0377_PROJECTION: FLUSH
 GP0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0377_ROD/PIPE-DEPTH: 0.9  meters
 GP0377
 GP0377  HISTORY     - Date     Condition        Report By
 GP0377  HISTORY     - 1983     MONUMENTED       NGS
 GP0377  HISTORY     - 19931201 GOOD             USPSQD
 GP0377
 GP0377                          STATION DESCRIPTION
 GP0377
 GP0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0377'1.5 KM (0.9 MI) NW FROM THE GAP.
 GP0377'1.55 KM (0.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0377'AT THE GAP, ON TOP OF A NARROW RIDGE AT THE NORTHWEST END OF A CUT,
 GP0377'57.0 METERS (187 FT) EAST OF MILEPOST 499, 29.9 METERS (98 FT)
 GP0377'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) SOUTHWEST OF A
 GP0377'BRACED FENCE POST IN THE RIGHT OF WAY FENCE.
 GP0377'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GP0377'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 GP0377
 GP0377                          STATION RECOVERY (1993)
 GP0377
 GP0377'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0267 ***********************************************************************
 GP0267  DESIGNATION -  F 51
 GP0267  PID         -  GP0267
 GP0267  STATE/COUNTY-  AZ/COCONINO
 GP0267  USGS QUAD   -  EMMETT WASH (1985)
 GP0267
 GP0267                         *CURRENT SURVEY CONTROL
 GP0267  ___________________________________________________________________
 GP0267* NAD 83(1986)-  36 41 19.     (N)    111 52 30.     (W)     SCALED    
 GP0267* NAVD 88     -      1482.679  (meters)    4864.42   (feet)  POSTED    
 GP0267  ___________________________________________________________________
 GP0267  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 GP0267  DYNAMIC HT  -        1480.920 (meters)    4858.65  (feet)  COMP
 GP0267  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 GP0267
 GP0267  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0267
 GP0267.The horizontal coordinates were scaled from a topographic map and have
 GP0267.an estimated accuracy of +/- 6 seconds.
 GP0267
 GP0267.The orthometric height was determined by differential leveling
 GP0267.and adjusted by the National Geodetic Survey in 1992..
 GP0267.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0267.rate of 0.0 thru 1.0 mm/km.
 GP0267
 GP0267.The geoid height was determined by GEOID03.
 GP0267
 GP0267.The dynamic height is computed by dividing the NAVD 88
 GP0267.geopotential number by the normal gravity value computed on the
 GP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0267.degrees latitude (g = 980.6199 gals.).
 GP0267
 GP0267.The modeled gravity was interpolated from observed gravity values.
 GP0267
 GP0267;                    North         East    Units  Estimated Accuracy
 GP0267;SPC AZ C     -   630,920.      217,080.      MT  (+/- 180 meters Scaled)
 GP0267
 GP0267                          SUPERSEDED SURVEY CONTROL
 GP0267
 GP0267  NGVD 29 (??/??/92) 1481.727  (m)         4861.30   (f) ADJ UNCH    1 2
 GP0267
 GP0267.Superseded values are not recommended for survey control.
 GP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0267.See file dsdata.txt to determine how the superseded data were derived.
 GP0267
 GP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF218606(NAD 83)
 GP0267_MARKER: DB = BENCH MARK DISK
 GP0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0267_SP_SET: CULVERT
 GP0267_STAMPING: F 51 1934
 GP0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0267
 GP0267  HISTORY     - Date     Condition        Report By
 GP0267  HISTORY     - 1934     MONUMENTED       CGS
 GP0267
 GP0267                          STATION DESCRIPTION
 GP0267
 GP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0267'17.4 MI W FROM MARBLE CANYON.
 GP0267'17.4 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0267'CANYON, COCONINO COUNTY, 9.6 MILES EAST OF HOUSE ROCK SPRINGS, AT
 GP0267'STATION 937+80.0, AT A DOUBLE 8- BY 12-FOOT BOX CULVERT, IN THE TOP OF
 GP0267'THE SOUTH CONCRETE HEADWALL, AND 1 FOOT FROM THE EAST END.  A STANDARD
 GP0267'DISK, STAMPED F 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0505 ***********************************************************************
 FQ0505  DESIGNATION -  F 510
 FQ0505  PID         -  FQ0505
 FQ0505  STATE/COUNTY-  AZ/COCONINO
 FQ0505  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0505
 FQ0505                         *CURRENT SURVEY CONTROL
 FQ0505  ___________________________________________________________________
 FQ0505* NAD 83(1986)-  35 49 02.     (N)    111 26 29.     (W)     SCALED    
 FQ0505* NAVD 88     -      1376.535  (meters)    4516.18   (feet)  ADJUSTED  
 FQ0505  ___________________________________________________________________
 FQ0505  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0505  DYNAMIC HT  -        1374.808 (meters)    4510.52  (feet)  COMP
 FQ0505  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 FQ0505
 FQ0505  VERT ORDER  -  FIRST     CLASS II
 FQ0505
 FQ0505.The horizontal coordinates were scaled from a topographic map and have
 FQ0505.an estimated accuracy of +/- 6 seconds.
 FQ0505
 FQ0505.The orthometric height was determined by differential leveling
 FQ0505.and adjusted by the National Geodetic Survey in June 1991..
 FQ0505
 FQ0505.The geoid height was determined by GEOID03.
 FQ0505
 FQ0505.The dynamic height is computed by dividing the NAVD 88
 FQ0505.geopotential number by the normal gravity value computed on the
 FQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0505.degrees latitude (g = 980.6199 gals.).
 FQ0505
 FQ0505.The modeled gravity was interpolated from observed gravity values.
 FQ0505
 FQ0505;                    North         East    Units  Estimated Accuracy
 FQ0505;SPC AZ C     -   534,340.      256,310.      MT  (+/- 180 meters Scaled)
 FQ0505
 FQ0505                          SUPERSEDED SURVEY CONTROL
 FQ0505
 FQ0505.No superseded survey control is available for this station.
 FQ0505
 FQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE601637(NAD 83)
 FQ0505_MARKER: DB = BENCH MARK DISK
 FQ0505_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0505_SP_SET: ROCK OUTCROP
 FQ0505_STAMPING: F 510 1983
 FQ0505_MARK LOGO: NGS   
 FQ0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0505+STABILITY: POSITION/ELEVATION WELL
 FQ0505
 FQ0505  HISTORY     - Date     Condition        Report By
 FQ0505  HISTORY     - 1983     MONUMENTED       NGS
 FQ0505
 FQ0505                          STATION DESCRIPTION
 FQ0505
 FQ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0505'7.2 KM (4.5 MI) SOUTH FROM CAMERON.
 FQ0505'7.2 KM (4.5 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0505'CAMERON, UNDER THE SOUTHEAST LINE OF A POWER TOWER CROSSING, IN TOP OF
 FQ0505'A 6 BY 20 FOOT PORTION OF SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE
 FQ0505'THE SURFACE OF THE GROUND, 28.0 METERS (92 FT) WEST OF THE HIGHWAY
 FQ0505'CENTERLINE, 36.5 METERS (120 FT) NORTH OF A 8 BY 20 FOOT BOX CULVERT,
 FQ0505'21.3 METERS (70 FT) SOUTH OF THE SOUTH END OF A CUT BANK.
 FQ0505'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0505'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0497 ***********************************************************************
 FQ0497  DESIGNATION -  F 511
 FQ0497  PID         -  FQ0497
 FQ0497  STATE/COUNTY-  AZ/COCONINO
 FQ0497  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0497
 FQ0497                         *CURRENT SURVEY CONTROL
 FQ0497  ___________________________________________________________________
 FQ0497* NAD 83(1986)-  35 44 26.     (N)    111 28 35.     (W)     SCALED    
 FQ0497* NAVD 88     -      1536.352  (meters)    5040.51   (feet)  ADJUSTED  
 FQ0497  ___________________________________________________________________
 FQ0497  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0497  DYNAMIC HT  -        1534.379 (meters)    5034.04  (feet)  COMP
 FQ0497  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 FQ0497
 FQ0497  VERT ORDER  -  FIRST     CLASS II
 FQ0497
 FQ0497.The horizontal coordinates were scaled from a topographic map and have
 FQ0497.an estimated accuracy of +/- 6 seconds.
 FQ0497
 FQ0497.The orthometric height was determined by differential leveling
 FQ0497.and adjusted by the National Geodetic Survey in June 1991..
 FQ0497
 FQ0497.The geoid height was determined by GEOID03.
 FQ0497
 FQ0497.The dynamic height is computed by dividing the NAVD 88
 FQ0497.geopotential number by the normal gravity value computed on the
 FQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0497.degrees latitude (g = 980.6199 gals.).
 FQ0497
 FQ0497.The modeled gravity was interpolated from observed gravity values.
 FQ0497
 FQ0497;                    North         East    Units  Estimated Accuracy
 FQ0497;SPC AZ C     -   525,820.      253,180.      MT  (+/- 180 meters Scaled)
 FQ0497
 FQ0497                          SUPERSEDED SURVEY CONTROL
 FQ0497
 FQ0497.No superseded survey control is available for this station.
 FQ0497
 FQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE569552(NAD 83)
 FQ0497_MARKER: DB = BENCH MARK DISK
 FQ0497_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0497_SP_SET: ROCK OUTCROP
 FQ0497_STAMPING: F 511 1983
 FQ0497_MARK LOGO: NGS   
 FQ0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0497+STABILITY: POSITION/ELEVATION WELL
 FQ0497
 FQ0497  HISTORY     - Date     Condition        Report By
 FQ0497  HISTORY     - 1983     MONUMENTED       NGS
 FQ0497
 FQ0497                          STATION DESCRIPTION
 FQ0497
 FQ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0497'16.2 KM (10.1 MI) SOUTH FROM CAMERON.
 FQ0497'16.2 KM (10.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0497'CAMERON, IN TOP OF A 3 BY 8 FOOT PORTION OF OUTCROP FLUSH WITH THE
 FQ0497'SURFACE OF THE GROUND, 0.6 KM (0.4 MI) SOUTH OF THE TRADING POST AT
 FQ0497'GREY MOUNTAIN, 21.3 METERS (70 FT) WEST OF THE HIGHWAY CENTERLINE, 4.5
 FQ0497'METERS (15 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0497'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0497'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0430 ***********************************************************************
 GP0430  DESIGNATION -  F 512
 GP0430  PID         -  GP0430
 GP0430  STATE/COUNTY-  AZ/NAVAJO
 GP0430  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0430
 GP0430                         *CURRENT SURVEY CONTROL
 GP0430  ___________________________________________________________________
 GP0430* NAD 83(1986)-  36 26 50.     (N)    110 43 29.     (W)     SCALED    
 GP0430* NAVD 88     -      1882.196  (meters)    6175.17   (feet)  ADJUSTED  
 GP0430  ___________________________________________________________________
 GP0430  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GP0430  DYNAMIC HT  -        1879.820 (meters)    6167.38  (feet)  COMP
 GP0430  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 GP0430
 GP0430  VERT ORDER  -  FIRST     CLASS II
 GP0430
 GP0430.The horizontal coordinates were scaled from a topographic map and have
 GP0430.an estimated accuracy of +/- 6 seconds.
 GP0430
 GP0430.The orthometric height was determined by differential leveling
 GP0430.and adjusted by the National Geodetic Survey in June 1991..
 GP0430
 GP0430.The geoid height was determined by GEOID03.
 GP0430
 GP0430.The dynamic height is computed by dividing the NAVD 88
 GP0430.geopotential number by the normal gravity value computed on the
 GP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0430.degrees latitude (g = 980.6199 gals.).
 GP0430
 GP0430.The modeled gravity was interpolated from observed gravity values.
 GP0430
 GP0430;                    North         East    Units  Estimated Accuracy
 GP0430;SPC AZ E     -   604,280.      163,330.      MT  (+/- 180 meters Scaled)
 GP0430
 GP0430                          SUPERSEDED SURVEY CONTROL
 GP0430
 GP0430.No superseded survey control is available for this station.
 GP0430
 GP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF246335(NAD 83)
 GP0430_MARKER: I = METAL ROD
 GP0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0430_SP_SET: STAINLESS STEEL ROD
 GP0430_STAMPING: F 512 1983
 GP0430_MARK LOGO: NGS   
 GP0430_PROJECTION: FLUSH
 GP0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0430_ROD/PIPE-DEPTH: 8.8  meters
 GP0430
 GP0430  HISTORY     - Date     Condition        Report By
 GP0430  HISTORY     - 1983     MONUMENTED       NGS
 GP0430
 GP0430                          STATION DESCRIPTION
 GP0430
 GP0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0430'54.2 KM (33.65 MI) SW FROM KAYENTA.
 GP0430'54.2 KM (33.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0430'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 3.2 KM (2.0 MI) SOUTHWEST
 GP0430'OF STATE HIGHWAY 98, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 360,
 GP0430'30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0430'16.5 METERS (54.1 FT) NORTHEAST OF THE CENTER OF STEPS OVER A FENCE.
 GP0430'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0430'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0430'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0405 ***********************************************************************
 GP0405  DESIGNATION -  F 513
 GP0405  PID         -  GP0405
 GP0405  STATE/COUNTY-  AZ/NAVAJO
 GP0405  USGS QUAD   -  KAYENTA WEST (1968)
 GP0405
 GP0405                         *CURRENT SURVEY CONTROL
 GP0405  ___________________________________________________________________
 GP0405* NAD 83(1986)-  36 41 55.     (N)    110 18 43.     (W)     SCALED    
 GP0405* NAVD 88     -      1807.309  (meters)    5929.48   (feet)  ADJUSTED  
 GP0405  ___________________________________________________________________
 GP0405  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GP0405  DYNAMIC HT  -        1805.082 (meters)    5922.17  (feet)  COMP
 GP0405  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 GP0405
 GP0405  VERT ORDER  -  FIRST     CLASS II
 GP0405
 GP0405.The horizontal coordinates were scaled from a topographic map and have
 GP0405.an estimated accuracy of +/- 6 seconds.
 GP0405
 GP0405.The orthometric height was determined by differential leveling
 GP0405.and adjusted by the National Geodetic Survey in June 1991..
 GP0405
 GP0405.The geoid height was determined by GEOID03.
 GP0405
 GP0405.The dynamic height is computed by dividing the NAVD 88
 GP0405.geopotential number by the normal gravity value computed on the
 GP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0405.degrees latitude (g = 980.6199 gals.).
 GP0405
 GP0405.The modeled gravity was interpolated from observed gravity values.
 GP0405
 GP0405;                    North         East    Units  Estimated Accuracy
 GP0405;SPC AZ E     -   632,040.      200,380.      MT  (+/- 180 meters Scaled)
 GP0405
 GP0405                          SUPERSEDED SURVEY CONTROL
 GP0405
 GP0405.No superseded survey control is available for this station.
 GP0405
 GP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF614616(NAD 83)
 GP0405_MARKER: I = METAL ROD
 GP0405_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0405+WITH SETTING: INFORMATION.
 GP0405_SP_SET: SHALLOW SET METAL ROD
 GP0405_STAMPING: F 513 1983
 GP0405_MARK LOGO: NGS   
 GP0405_PROJECTION: FLUSH
 GP0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0405_ROD/PIPE-DEPTH: 1.9  meters
 GP0405
 GP0405  HISTORY     - Date     Condition        Report By
 GP0405  HISTORY     - 1983     MONUMENTED       NGS
 GP0405
 GP0405                          STATION DESCRIPTION
 GP0405
 GP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0405'5.8 KM (3.6 MI) SW FROM KAYENTA.
 GP0405'5.8 KM (3.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0405'WITH U.S. HIGHWAY 163 IN KAYENTA, 0.2 KM (0.1 MI) SOUTHWEST OF
 GP0405'MILEPOST 390, 60.3 METERS (197.8 FT) SOUTH OF THE CENTER OF A TRACK
 GP0405'ROAD LEADING EAST, AND 17.1 METERS (56.1 FT) SOUTH OF THE CENTERLINE
 GP0405'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.2 FEET.  ACCESS TO THE
 GP0405'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0405'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 GP0405'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2498 ***********************************************************************
 CZ2498  DESIGNATION -  F 516
 CZ2498  PID         -  CZ2498
 CZ2498  STATE/COUNTY-  AZ/PINAL
 CZ2498  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2498
 CZ2498                         *CURRENT SURVEY CONTROL
 CZ2498  ___________________________________________________________________
 CZ2498* NAD 83(1986)-  32 38 48.     (N)    111 34 04.     (W)     SCALED    
 CZ2498* NAVD 88     -       496.709  (meters)    1629.62   (feet)  ADJUSTED  
 CZ2498  ___________________________________________________________________
 CZ2498  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2498  DYNAMIC HT  -         496.073 (meters)    1627.53  (feet)  COMP
 CZ2498  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 CZ2498
 CZ2498  VERT ORDER  -  FIRST     CLASS II
 CZ2498
 CZ2498.The horizontal coordinates were scaled from a topographic map and have
 CZ2498.an estimated accuracy of +/- 6 seconds.
 CZ2498
 CZ2498.The orthometric height was determined by differential leveling
 CZ2498.and adjusted by the National Geodetic Survey in November 1993..
 CZ2498
 CZ2498.The geoid height was determined by GEOID03.
 CZ2498
 CZ2498.The dynamic height is computed by dividing the NAVD 88
 CZ2498.geopotential number by the normal gravity value computed on the
 CZ2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2498.degrees latitude (g = 980.6199 gals.).
 CZ2498
 CZ2498.The modeled gravity was interpolated from observed gravity values.
 CZ2498
 CZ2498;                    North         East    Units  Estimated Accuracy
 CZ2498;SPC AZ C     -   182,620.      246,090.      MT  (+/- 180 meters Scaled)
 CZ2498
 CZ2498                          SUPERSEDED SURVEY CONTROL
 CZ2498
 CZ2498.No superseded survey control is available for this station.
 CZ2498
 CZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467122(NAD 83)
 CZ2498_MARKER: I = METAL ROD
 CZ2498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2498_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2498_STAMPING: F 516 1991
 CZ2498_MARK LOGO: NGS   
 CZ2498_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2498_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2498+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2498_ROD/PIPE-DEPTH: 8.9  meters
 CZ2498_SLEEVE-DEPTH  : 0.9 meters
 CZ2498
 CZ2498  HISTORY     - Date     Condition        Report By
 CZ2498  HISTORY     - 1991     MONUMENTED       NGS
 CZ2498
 CZ2498                          STATION DESCRIPTION
 CZ2498
 CZ2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2498'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2498'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2498'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2498'1.6 KM (1.00 MI) WESTERLY ALONG PRETZER ROAD, NEAR THE CENTER OF
 CZ2498'DOUBLE UTILITY POLE NUMBER 41 7, 36.8 M (120.7 FT) EAST OF THE CENTER
 CZ2498'OF 11-MILE CORNER ROAD, 11.1 M (36.4 FT) NORTH OF AND LEVEL WITH THE
 CZ2498'ROAD CENTER, 7.3 M (24.0 FT) SOUTH OF THE SOUTH BANK OF AN IRRIGATION
 CZ2498'DITCH, 3.1 M (10.2 FT) WEST OF THE EAST LEG OF THE POLE, 2.5 M (8.2
 CZ2498'FT) EAST OF THE WEST LEG OF THE POLE, AND 0.4 M (1.3 FT) SOUTH OF A
 CZ2498'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CZ2498'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2297 ***********************************************************************
 DU2297  DESIGNATION -  F 517
 DU2297  PID         -  DU2297
 DU2297  STATE/COUNTY-  AZ/MARICOPA
 DU2297  USGS QUAD   -  HIGLEY (1981)
 DU2297
 DU2297                         *CURRENT SURVEY CONTROL
 DU2297  ___________________________________________________________________
 DU2297* NAD 83(1986)-  33 17 21.     (N)    111 38 08.     (W)     SCALED    
 DU2297* NAVD 88     -       423.450  (meters)    1389.27   (feet)  ADJUSTED  
 DU2297  ___________________________________________________________________
 DU2297  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2297  DYNAMIC HT  -         422.938 (meters)    1387.59  (feet)  COMP
 DU2297  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 DU2297
 DU2297  VERT ORDER  -  FIRST     CLASS II
 DU2297
 DU2297.The horizontal coordinates were scaled from a topographic map and have
 DU2297.an estimated accuracy of +/- 6 seconds.
 DU2297
 DU2297.The orthometric height was determined by differential leveling
 DU2297.and adjusted by the National Geodetic Survey in November 1993..
 DU2297
 DU2297.The geoid height was determined by GEOID03.
 DU2297
 DU2297.The dynamic height is computed by dividing the NAVD 88
 DU2297.geopotential number by the normal gravity value computed on the
 DU2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2297.degrees latitude (g = 980.6199 gals.).
 DU2297
 DU2297.The modeled gravity was interpolated from observed gravity values.
 DU2297
 DU2297;                    North         East    Units  Estimated Accuracy
 DU2297;SPC AZ C     -   253,850.      239,540.      MT  (+/- 180 meters Scaled)
 DU2297
 DU2297                          SUPERSEDED SURVEY CONTROL
 DU2297
 DU2297.No superseded survey control is available for this station.
 DU2297
 DU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408835(NAD 83)
 DU2297_MARKER: I = METAL ROD
 DU2297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2297_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2297_STAMPING: F 517 1992
 DU2297_MARK LOGO: NGS   
 DU2297_PROJECTION: FLUSH
 DU2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2297+STABILITY: POSITION/ELEVATION WELL
 DU2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2297_ROD/PIPE-DEPTH: 4.6  meters
 DU2297_SLEEVE-DEPTH  : 0.9 meters
 DU2297
 DU2297  HISTORY     - Date     Condition        Report By
 DU2297  HISTORY     - 1992     MONUMENTED       NGS
 DU2297  HISTORY     - 19951215 GOOD             CHANCE
 DU2297  HISTORY     - 20060913 MARK NOT FOUND   GEOCAC
 DU2297
 DU2297                          STATION DESCRIPTION
 DU2297
 DU2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2297'4.7 KM (2.90 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2297'IN QUEEN CREEK, NEAR THE SOUTHEAST CORNER OF THE WILLIAMS AIR FORCE
 DU2297'BASE BOUNDARY FENCE, 0.3 KM (0.20 MI) SOUTH OF THE INTERSECTION OF
 DU2297'PECOS ROAD, 16.0 M (52.5 FT) WEST OF THE ROAD CENTERLINE, 7.9 M (25.9
 DU2297'FT) NORTH OF A FENCE CORNER, 0.5 M (1.6 FT) EAST OF A WITNESS POST
 DU2297'AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DU2297'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2297
 DU2297                          STATION RECOVERY (1995)
 DU2297
 DU2297'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU2297'RECOVERY NOTE BY CHANCE 1995  RECOVERED GOOD CONDITION.  A NEW AND
 DU2297'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 4.7
 DU2297'KM (2.90 MI) NORTH OF QUEEN CREEK NEAR THE WILLIAMS AIR FORCE BASE.
 DU2297'OWNERSHIP -- UNKNOWN  TO REACH THE STATION FROM THE POST OFFICE IN
 DU2297'QUEEN CREEK, PROCEED NORTH ALONG ELLSWORTH ROAD FOR APPROXIMATELY 4.7
 DU2297'KM (2.90 MI) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF
 DU2297'THE WILLIAMS AIR FORCE BASE BOUNDARY FENCE  THE STATION IS A METAL ROD
 DU2297'SET INTO A STAINLESS STEEL ROD IN SLEEVE. THE STATION IS LOCATED 0.3
 DU2297'KM (0.20 MI) SOUTH OF THE INTERSECTION OF PECOS ROAD, 16.0 M (52.5 FT)
 DU2297'WEST OF ELLSWORTH ROAD CENTERLINE, 7.9 M (25.9 FT) NORTH OF A FENCE
 DU2297'CORNER, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M
 DU2297'(1.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT
 DU2297'IS THROUGH A 5-INCH LOGO CAP.
 DU2297
 DU2297                          STATION RECOVERY (2006)
 DU2297
 DU2297'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2297'RECENT ROAD CONSTRUCTION HAS APPARENTLY REMOVED THE MARK. THE WITNESS
 DU2297'POST WAS FOUND, BUT THE MARK WAS NOT RECOVERED AFTER DIGGING AT THE
 DU2297'SPECIFIED DISTANCE FROM THE POST. APPARENTLY GRADED OUT AND DESTROYED.
 DU2297' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2322 ***********************************************************************
 DU2322  DESIGNATION -  F 518
 DU2322  PID         -  DU2322
 DU2322  STATE/COUNTY-  AZ/MARICOPA
 DU2322  USGS QUAD   -  MESA (1982)
 DU2322
 DU2322                         *CURRENT SURVEY CONTROL
 DU2322  ___________________________________________________________________
 DU2322* NAD 83(1986)-  33 24 56.     (N)    111 48 49.     (W)     SCALED    
 DU2322* NAVD 88     -       378.627  (meters)    1242.21   (feet)  ADJUSTED  
 DU2322  ___________________________________________________________________
 DU2322  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2322  DYNAMIC HT  -         378.180 (meters)    1240.75  (feet)  COMP
 DU2322  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 DU2322
 DU2322  VERT ORDER  -  FIRST     CLASS II
 DU2322
 DU2322.The horizontal coordinates were scaled from a topographic map and have
 DU2322.an estimated accuracy of +/- 6 seconds.
 DU2322
 DU2322.The orthometric height was determined by differential leveling
 DU2322.and adjusted by the National Geodetic Survey in November 1993..
 DU2322
 DU2322.The geoid height was determined by GEOID03.
 DU2322
 DU2322.The dynamic height is computed by dividing the NAVD 88
 DU2322.geopotential number by the normal gravity value computed on the
 DU2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2322.degrees latitude (g = 980.6199 gals.).
 DU2322
 DU2322.The modeled gravity was interpolated from observed gravity values.
 DU2322
 DU2322;                    North         East    Units  Estimated Accuracy
 DU2322;SPC AZ C     -   267,840.      222,950.      MT  (+/- 180 meters Scaled)
 DU2322
 DU2322                          SUPERSEDED SURVEY CONTROL
 DU2322
 DU2322.No superseded survey control is available for this station.
 DU2322
 DU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243976(NAD 83)
 DU2322_MARKER: DV = VERTICAL CONTROL DISK
 DU2322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2322_SP_SET: BUILDING
 DU2322_STAMPING: F 518 1992
 DU2322_MARK LOGO: NGS   
 DU2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2322+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2322
 DU2322  HISTORY     - Date     Condition        Report By
 DU2322  HISTORY     - 1992     MONUMENTED       NGS
 DU2322  HISTORY     - 20051228 GOOD             GEOCAC
 DU2322
 DU2322                          STATION DESCRIPTION
 DU2322
 DU2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2322'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2322'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, SET
 DU2322'VERTICALLY IN THE NORTH FACE OF THE APACHE LANES BOWLING ALLEY, 91.0
 DU2322'M (298.6 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 60.7 M (199.1
 DU2322'FT) EAST OF THE CENTERLINE OF NORTH HORNE STREET, 1.5 M (4.9 FT)
 DU2322'ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT) EAST OF THE NORTHWEST
 DU2322'CORNER OF THE BUILDING.
 DU2322
 DU2322                          STATION RECOVERY (2005)
 DU2322
 DU2322'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2322'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE ALLEY NORTH OF THE
 DU2322'BUILDING IS NOW FENCED AND LOCKED   ACCESS TO THE ALLEY CAN BE
 DU2322'OBTAINED BY CONTACTING THE MANAGER OF THE APACHE LANES. COORDINATES
 DU2322'ARE 33 24 57.96 (N)   111 48 48.42 (W) (NAD 83).
 DU2322' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2295 ***********************************************************************
 DV2295  DESIGNATION -  F 519
 DV2295  PID         -  DV2295
 DV2295  STATE/COUNTY-  AZ/MARICOPA
 DV2295  USGS QUAD   -  PHOENIX (1982)
 DV2295
 DV2295                         *CURRENT SURVEY CONTROL
 DV2295  ___________________________________________________________________
 DV2295* NAD 83(1986)-  33 25 44.     (N)    112 03 54.     (W)     SCALED    
 DV2295* NAVD 88     -       331.558  (meters)    1087.79   (feet)  ADJUSTED  
 DV2295  ___________________________________________________________________
 DV2295  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV2295  DYNAMIC HT  -         331.176 (meters)    1086.53  (feet)  COMP
 DV2295  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DV2295
 DV2295  VERT ORDER  -  FIRST     CLASS II
 DV2295
 DV2295.The horizontal coordinates were scaled from a topographic map and have
 DV2295.an estimated accuracy of +/- 6 seconds.
 DV2295
 DV2295.The orthometric height was determined by differential leveling
 DV2295.and adjusted by the National Geodetic Survey in November 1993..
 DV2295
 DV2295.The geoid height was determined by GEOID03.
 DV2295
 DV2295.The dynamic height is computed by dividing the NAVD 88
 DV2295.geopotential number by the normal gravity value computed on the
 DV2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2295.degrees latitude (g = 980.6199 gals.).
 DV2295
 DV2295.The modeled gravity was interpolated from observed gravity values.
 DV2295
 DV2295;                    North         East    Units  Estimated Accuracy
 DV2295;SPC AZ C     -   269,320.      199,570.      MT  (+/- 180 meters Scaled)
 DV2295
 DV2295                          SUPERSEDED SURVEY CONTROL
 DV2295
 DV2295.No superseded survey control is available for this station.
 DV2295
 DV2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB009993(NAD 83)
 DV2295_MARKER: DV = VERTICAL CONTROL DISK
 DV2295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2295_SP_SET: ABUTMENT
 DV2295_STAMPING: F 519 1992
 DV2295_MARK LOGO: NGS   
 DV2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2295
 DV2295  HISTORY     - Date     Condition        Report By
 DV2295  HISTORY     - 1992     MONUMENTED       NGS
 DV2295
 DV2295                          STATION DESCRIPTION
 DV2295
 DV2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2295'IN PHOENIX, AT THE INTERSECTION OF SOUTH 7TH STREET AND INTERSTATE
 DV2295'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 DV2295'ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 7.4 M (24.3 FT) EAST
 DV2295'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, AND 1.5 M
 DV2295'(4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0039 ***********************************************************************
 GQ0039  DESIGNATION -  F 52
 GQ0039  PID         -  GQ0039
 GQ0039  STATE/COUNTY-  AZ/COCONINO
 GQ0039  USGS QUAD   -  MUGGINS FLAT (1988)
 GQ0039
 GQ0039                         *CURRENT SURVEY CONTROL
 GQ0039  ___________________________________________________________________
 GQ0039* NAD 83(1986)-  36 54 11.     (N)    112 21 38.     (W)     SCALED    
 GQ0039* NAVD 88     -      1610.087  (meters)    5282.43   (feet)  POSTED    
 GQ0039  ___________________________________________________________________
 GQ0039  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0039  DYNAMIC HT  -        1608.190 (meters)    5276.20  (feet)  COMP
 GQ0039  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 GQ0039
 GQ0039  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0039
 GQ0039.The horizontal coordinates were scaled from a topographic map and have
 GQ0039.an estimated accuracy of +/- 6 seconds.
 GQ0039
 GQ0039.The orthometric height was determined by differential leveling
 GQ0039.and adjusted by the National Geodetic Survey in 1992..
 GQ0039.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0039.rate of 0.0 thru 1.0 mm/km.
 GQ0039
 GQ0039.The geoid height was determined by GEOID03.
 GQ0039
 GQ0039.The dynamic height is computed by dividing the NAVD 88
 GQ0039.geopotential number by the normal gravity value computed on the
 GQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0039.degrees latitude (g = 980.6199 gals.).
 GQ0039
 GQ0039.The modeled gravity was interpolated from observed gravity values.
 GQ0039
 GQ0039;                    North         East    Units  Estimated Accuracy
 GQ0039;SPC AZ C     -   654,810.      173,800.      MT  (+/- 180 meters Scaled)
 GQ0039
 GQ0039                          SUPERSEDED SURVEY CONTROL
 GQ0039
 GQ0039  NGVD 29 (??/??/92) 1609.104  (m)         5279.20   (f) ADJ UNCH    1 2
 GQ0039
 GQ0039.Superseded values are not recommended for survey control.
 GQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0039.See file dsdata.txt to determine how the superseded data were derived.
 GQ0039
 GQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF787849(NAD 83)
 GQ0039_MARKER: DB = BENCH MARK DISK
 GQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0039_STAMPING: F 52 1934
 GQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0039+STABILITY: SURFACE MOTION
 GQ0039
 GQ0039  HISTORY     - Date     Condition        Report By
 GQ0039  HISTORY     - 1934     MONUMENTED       CGS
 GQ0039  HISTORY     - 1954     GOOD             USGS
 GQ0039
 GQ0039                          STATION DESCRIPTION
 GQ0039
 GQ0039'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GQ0039'10.3 MI E FROM FREDONIA.
 GQ0039'10.3 MILES EAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO COUNTY,
 GQ0039'ON THE OLD HIGHWAY, 35 YARDS SOUTHWEST OF A LARGE SIGN PARRYS LODGE,
 GQ0039'AND 24 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 GQ0039'DISK, STAMPED F 52 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 GQ0039'8.9 MILES SOUTHEAST ALONG US ROUTE 89 FROM FREDONIA COURTHOUSE, THEN
 GQ0039'1.3 MILES EAST ALONG OLD HIGHWAY (ABANDONED) TO CURVE TO THE SOUTH.
 GQ0039'SET IN TOP OF A CONCRETE POST AND ABOUT 20 FEET SOUTH OF CENTERLINE OF
 GQ0039'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2320 ***********************************************************************
 DV2320  DESIGNATION -  F 520
 DV2320  PID         -  DV2320
 DV2320  STATE/COUNTY-  AZ/MARICOPA
 DV2320  USGS QUAD   -  PERRYVILLE (1982)
 DV2320
 DV2320                         *CURRENT SURVEY CONTROL
 DV2320  ___________________________________________________________________
 DV2320* NAD 83(1986)-  33 23 45.     (N)    112 26 33.     (W)     SCALED    
 DV2320* NAVD 88     -       272.741  (meters)     894.82   (feet)  ADJUSTED  
 DV2320  ___________________________________________________________________
 DV2320  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2320  DYNAMIC HT  -         272.431 (meters)     893.80  (feet)  COMP
 DV2320  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 DV2320
 DV2320  VERT ORDER  -  FIRST     CLASS II
 DV2320
 DV2320.The horizontal coordinates were scaled from a topographic map and have
 DV2320.an estimated accuracy of +/- 6 seconds.
 DV2320
 DV2320.The orthometric height was determined by differential leveling
 DV2320.and adjusted by the National Geodetic Survey in November 1993..
 DV2320
 DV2320.The geoid height was determined by GEOID03.
 DV2320
 DV2320.The dynamic height is computed by dividing the NAVD 88
 DV2320.geopotential number by the normal gravity value computed on the
 DV2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2320.degrees latitude (g = 980.6199 gals.).
 DV2320
 DV2320.The modeled gravity was interpolated from observed gravity values.
 DV2320
 DV2320;                    North         East    Units  Estimated Accuracy
 DV2320;SPC AZ C     -   265,770.      164,440.      MT  (+/- 180 meters Scaled)
 DV2320
 DV2320                          SUPERSEDED SURVEY CONTROL
 DV2320
 DV2320.No superseded survey control is available for this station.
 DV2320
 DV2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB658961(NAD 83)
 DV2320_MARKER: I = METAL ROD
 DV2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2320_SP_SET: STAINLESS STEEL ROD
 DV2320_STAMPING: F 520 1992
 DV2320_MARK LOGO: NGS   
 DV2320_PROJECTION: FLUSH
 DV2320_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2320+STABILITY: POSITION/ELEVATION WELL
 DV2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2320+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2320_ROD/PIPE-DEPTH: 12.0 meters
 DV2320
 DV2320  HISTORY     - Date     Condition        Report By
 DV2320  HISTORY     - 1992     MONUMENTED       NGS
 DV2320
 DV2320                          STATION DESCRIPTION
 DV2320
 DV2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2320'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2320'BUCKEYE, THENCE 14.5 KM (9.00 MI) EASTERLY ALONG COUNTY ROAD 85, NEAR
 DV2320'THE CENTER OF HIGH LINE TOWER NUMBER 3-4, 26.1 M (85.6 FT) SOUTHEAST
 DV2320'OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) NORTHEAST OF THE SOUTHWEST
 DV2320'TOWER LEG, 4.1 M (13.5 FT) SOUTHWEST OF THE NORTHEAST TOWER LEG, 2.0
 DV2320'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH
 DV2320'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2320'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2342 ***********************************************************************
 DV2342  DESIGNATION -  F 521
 DV2342  PID         -  DV2342
 DV2342  STATE/COUNTY-  AZ/MARICOPA
 DV2342  USGS QUAD   -  PIMA BUTTE (1967)
 DV2342
 DV2342                         *CURRENT SURVEY CONTROL
 DV2342  ___________________________________________________________________
 DV2342* NAD 83(1986)-  33 13 20.     (N)    112 04 28.     (W)     SCALED    
 DV2342* NAVD 88     -       331.776  (meters)    1088.50   (feet)  ADJUSTED  
 DV2342  ___________________________________________________________________
 DV2342  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2342  DYNAMIC HT  -         331.393 (meters)    1087.25  (feet)  COMP
 DV2342  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV2342
 DV2342  VERT ORDER  -  FIRST     CLASS II
 DV2342
 DV2342.The horizontal coordinates were scaled from a topographic map and have
 DV2342.an estimated accuracy of +/- 6 seconds.
 DV2342
 DV2342.The orthometric height was determined by differential leveling
 DV2342.and adjusted by the National Geodetic Survey in August 1994..
 DV2342
 DV2342.The geoid height was determined by GEOID03.
 DV2342
 DV2342.The dynamic height is computed by dividing the NAVD 88
 DV2342.geopotential number by the normal gravity value computed on the
 DV2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2342.degrees latitude (g = 980.6199 gals.).
 DV2342
 DV2342.The modeled gravity was interpolated from observed gravity values.
 DV2342
 DV2342;                    North         East    Units  Estimated Accuracy
 DV2342;SPC AZ C     -   246,410.      198,650.      MT  (+/- 180 meters Scaled)
 DV2342
 DV2342                          SUPERSEDED SURVEY CONTROL
 DV2342
 DV2342.No superseded survey control is available for this station.
 DV2342
 DV2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB998764(NAD 83)
 DV2342_MARKER: I = METAL ROD
 DV2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2342_SP_SET: STAINLESS STEEL ROD
 DV2342_STAMPING: F 521 1994
 DV2342_MARK LOGO: NGS   
 DV2342_PROJECTION: FLUSH
 DV2342_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2342+STABILITY: POSITION/ELEVATION WELL
 DV2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2342+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2342_ROD/PIPE-DEPTH: 16.6 meters
 DV2342
 DV2342  HISTORY     - Date     Condition        Report By
 DV2342  HISTORY     - 1994     MONUMENTED       NGS
 DV2342  HISTORY     - 20060821 GOOD             GEOCAC
 DV2342
 DV2342                          STATION DESCRIPTION
 DV2342
 DV2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2342'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2342'LAVEEN, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG BELTLINE ROAD, 30.2 M
 DV2342'(99.1 FT) NORTHEAST OF THE ROAD CENTERLINE, 20.5 M (67.3 FT) NORTH OF
 DV2342'THE NORTHEAST END OF A CULVERT UNDER THE ROAD, 17.7 M (58.1 FT) EAST
 DV2342'OF A FIBER OPTIC CABLE WARNING SIGN, 1.3 M (4.3 FT) SOUTHWEST OF A
 DV2342'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 DV2342'ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2342
 DV2342                          STATION RECOVERY (2006)
 DV2342
 DV2342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2373 ***********************************************************************
 DU2373  DESIGNATION -  F 522
 DU2373  PID         -  DU2373
 DU2373  STATE/COUNTY-  AZ/MARICOPA
 DU2373  USGS QUAD   -  CHANDLER (1981)
 DU2373
 DU2373                         *CURRENT SURVEY CONTROL
 DU2373  ___________________________________________________________________
 DU2373* NAD 83(1986)-  33 20 06.     (N)    111 50 15.     (W)     SCALED    
 DU2373* NAVD 88     -       370.083  (meters)    1214.18   (feet)  ADJUSTED  
 DU2373  ___________________________________________________________________
 DU2373  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU2373  DYNAMIC HT  -         369.642 (meters)    1212.73  (feet)  COMP
 DU2373  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 DU2373
 DU2373  VERT ORDER  -  FIRST     CLASS II
 DU2373
 DU2373.The horizontal coordinates were scaled from a topographic map and have
 DU2373.an estimated accuracy of +/- 6 seconds.
 DU2373
 DU2373.The orthometric height was determined by differential leveling
 DU2373.and adjusted by the National Geodetic Survey in August 1994..
 DU2373
 DU2373.The geoid height was determined by GEOID03.
 DU2373
 DU2373.The dynamic height is computed by dividing the NAVD 88
 DU2373.geopotential number by the normal gravity value computed on the
 DU2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2373.degrees latitude (g = 980.6199 gals.).
 DU2373
 DU2373.The modeled gravity was interpolated from observed gravity values.
 DU2373
 DU2373;                    North         East    Units  Estimated Accuracy
 DU2373;SPC AZ C     -   258,910.      220,730.      MT  (+/- 180 meters Scaled)
 DU2373
 DU2373                          SUPERSEDED SURVEY CONTROL
 DU2373
 DU2373.No superseded survey control is available for this station.
 DU2373
 DU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220887(NAD 83)
 DU2373_MARKER: I = METAL ROD
 DU2373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2373_SP_SET: STAINLESS STEEL ROD
 DU2373_STAMPING: F 522 1994
 DU2373_MARK LOGO: NGS   
 DU2373_PROJECTION: FLUSH
 DU2373_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2373+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DU2373_ROD/PIPE-DEPTH: 3.6  meters
 DU2373
 DU2373  HISTORY     - Date     Condition        Report By
 DU2373  HISTORY     - 1994     MONUMENTED       NGS
 DU2373  HISTORY     - 20051112 GOOD             GEOCAC
 DU2373
 DU2373                          STATION DESCRIPTION
 DU2373
 DU2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2373'IN CHANDLER, AT THE INTERSECTION EAST WARNER ROAD AND NORTH DELAWARE
 DU2373'STREET, 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DU2373'LANES OF THE ROAD, 8.1 M (26.6 FT) EAST OF AND LEVEL WITH THE STREET
 DU2373'CENTER, 0.8 M (2.6 FT) SOUTH OF A UTILITY LIGHT POLE, AND 0.7 M
 DU2373'(2.3 FT) WEST OF THE SOUTHWEST CORNER OF AN UNDERGR0UND ELECTRIC
 DU2373'CABLE JUNCTION BOX.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2373'5-INCH LOGO CAP.
 DU2373
 DU2373                          STATION RECOVERY (2005)
 DU2373
 DU2373'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0664 ***********************************************************************
 FR0664  DESIGNATION -  F 53
 FR0664  PID         -  FR0664
 FR0664  STATE/COUNTY-  AZ/MOHAVE
 FR0664  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0664
 FR0664                         *CURRENT SURVEY CONTROL
 FR0664  ___________________________________________________________________
 FR0664* NAD 83(1986)-  35 30 55.     (N)    113 51 07.     (W)     SCALED    
 FR0664* NAVD 88     -       935.420  (meters)    3068.96   (feet)  POSTED    
 FR0664  ___________________________________________________________________
 FR0664  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0664  DYNAMIC HT  -         934.330 (meters)    3065.38  (feet)  COMP
 FR0664  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 FR0664
 FR0664  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0664
 FR0664.The horizontal coordinates were scaled from a topographic map and have
 FR0664.an estimated accuracy of +/- 6 seconds.
 FR0664
 FR0664.The orthometric height was determined by differential leveling
 FR0664.and adjusted by the National Geodetic Survey in 1992..
 FR0664.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0664.rate of 1.1 thru 2.0 mm/km.
 FR0664
 FR0664.The geoid height was determined by GEOID03.
 FR0664
 FR0664.The dynamic height is computed by dividing the NAVD 88
 FR0664.geopotential number by the normal gravity value computed on the
 FR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0664.degrees latitude (g = 980.6199 gals.).
 FR0664
 FR0664.The modeled gravity was interpolated from observed gravity values.
 FR0664
 FR0664;                    North         East    Units  Estimated Accuracy
 FR0664;SPC AZ W     -   500,760.      204,110.      MT  (+/- 180 meters Scaled)
 FR0664
 FR0664                          SUPERSEDED SURVEY CONTROL
 FR0664
 FR0664  NGVD 29 (??/??/92)  934.644  (m)         3066.41   (f) ADJ UNCH    1 1
 FR0664
 FR0664.Superseded values are not recommended for survey control.
 FR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0664.See file dsdata.txt to determine how the superseded data were derived.
 FR0664
 FR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE413339(NAD 83)
 FR0664_MARKER: DB = BENCH MARK DISK
 FR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0664_STAMPING: F 53 1934
 FR0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0664+STABILITY: SURFACE MOTION
 FR0664
 FR0664  HISTORY     - Date     Condition        Report By
 FR0664  HISTORY     - 1934     MONUMENTED       CGS
 FR0664  HISTORY     - 1940     GOOD             NGS
 FR0664
 FR0664                          STATION DESCRIPTION
 FR0664
 FR0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0664'12.6 MI N FROM HACKBERRY.
 FR0664'12.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0664'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.4 MILE
 FR0664'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 30 FEET
 FR0664'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 12 FEET NORTHWEST OF THE
 FR0664'CENTERLINE OF THE OLD ROADBED, AND 2 FEET WEST OF A WHITE WITNESS
 FR0664'POST.  A STANDARD DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A
 FR0664'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0394 ***********************************************************************
 GR0394  DESIGNATION -  F 54
 GR0394  PID         -  GR0394
 GR0394  STATE/COUNTY-  AZ/MOHAVE
 GR0394  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0394
 GR0394                         *CURRENT SURVEY CONTROL
 GR0394  ___________________________________________________________________
 GR0394* NAD 83(1986)-  36 06 54.     (N)    114 02 16.     (W)     SCALED    
 GR0394* NAVD 88     -       576.254  (meters)    1890.59   (feet)  POSTED    
 GR0394  ___________________________________________________________________
 GR0394  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0394  DYNAMIC HT  -         575.660 (meters)    1888.64  (feet)  COMP
 GR0394  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 GR0394
 GR0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0394
 GR0394.The horizontal coordinates were scaled from a topographic map and have
 GR0394.an estimated accuracy of +/- 6 seconds.
 GR0394
 GR0394.The orthometric height was determined by differential leveling
 GR0394.and adjusted by the National Geodetic Survey in 1992..
 GR0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0394.rate of 0.0 thru 1.0 mm/km.
 GR0394
 GR0394.The geoid height was determined by GEOID03.
 GR0394
 GR0394.The dynamic height is computed by dividing the NAVD 88
 GR0394.geopotential number by the normal gravity value computed on the
 GR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0394.degrees latitude (g = 980.6199 gals.).
 GR0394
 GR0394.The modeled gravity was interpolated from observed gravity values.
 GR0394
 GR0394;                    North         East    Units  Estimated Accuracy
 GR0394;SPC AZ W     -   567,330.      187,450.      MT  (+/- 180 meters Scaled)
 GR0394
 GR0394                          SUPERSEDED SURVEY CONTROL
 GR0394
 GR0394  NGVD 29 (??/??/92)  575.555  (m)         1888.30   (f) ADJ UNCH    1 1
 GR0394
 GR0394.Superseded values are not recommended for survey control.
 GR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0394.See file dsdata.txt to determine how the superseded data were derived.
 GR0394
 GR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA666007(NAD 83)
 GR0394_MARKER: DB = BENCH MARK DISK
 GR0394_SETTING: 80 = SET IN A BOULDER
 GR0394_SP_SET: BOULDER
 GR0394_STAMPING: F 54 1934
 GR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0394+STABILITY: SURFACE MOTION
 GR0394
 GR0394  HISTORY     - Date     Condition        Report By
 GR0394  HISTORY     - 1934     MONUMENTED       CGS
 GR0394  HISTORY     - 1950     GOOD             NGS
 GR0394
 GR0394                          STATION DESCRIPTION
 GR0394
 GR0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0394'2.1 MI SW FROM PIERCES FERRY.
 GR0394'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0394'STATION AT PIERCES FERRY, THENCE 1.6 MILES SOUTHWEST ALONG AN OLD
 GR0394'ABANDONED ROAD, IN A WASH, ABOUT 60 FEET WEST OF THE BASE OF A
 GR0394'40-FOOT-HIGH CLIFF, ABOUT 100 YARDS EAST OF THE CENTER LINE OF THE
 GR0394'PARK SERVICE ROAD, IN THE TOP OF A GRANITE BOULDER, 27 FEET EAST OF
 GR0394'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0137 ***********************************************************************
 GQ0137  DESIGNATION -  F 55 RESET
 GQ0137  PID         -  GQ0137
 GQ0137  STATE/COUNTY-  AZ/MOHAVE
 GQ0137  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0137
 GQ0137                         *CURRENT SURVEY CONTROL
 GQ0137  ___________________________________________________________________
 GQ0137* NAD 83(1986)-  36 49 48.     (N)    113 59 39.     (W)     SCALED    
 GQ0137* NAVD 88     -       560.552  (meters)    1839.08   (feet)  ADJUSTED  
 GQ0137  ___________________________________________________________________
 GQ0137  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 GQ0137  DYNAMIC HT  -         559.988 (meters)    1837.23  (feet)  COMP
 GQ0137  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 GQ0137
 GQ0137  VERT ORDER  -  FIRST     CLASS I
 GQ0137
 GQ0137.The horizontal coordinates were scaled from a topographic map and have
 GQ0137.an estimated accuracy of +/- 6 seconds.
 GQ0137
 GQ0137.The orthometric height was determined by differential leveling
 GQ0137.and adjusted by the National Geodetic Survey in June 1991..
 GQ0137
 GQ0137.The geoid height was determined by GEOID03.
 GQ0137
 GQ0137.The dynamic height is computed by dividing the NAVD 88
 GQ0137.geopotential number by the normal gravity value computed on the
 GQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0137.degrees latitude (g = 980.6199 gals.).
 GQ0137
 GQ0137.The modeled gravity was interpolated from observed gravity values.
 GQ0137
 GQ0137;                    North         East    Units  Estimated Accuracy
 GQ0137;SPC AZ W     -   646,660.      191,580.      MT  (+/- 180 meters Scaled)
 GQ0137
 GQ0137                          SUPERSEDED SURVEY CONTROL
 GQ0137
 GQ0137  NGVD 29 (??/??/92)  559.833  (m)         1836.72   (f) ADJ UNCH    1 1
 GQ0137
 GQ0137.Superseded values are not recommended for survey control.
 GQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0137.See file dsdata.txt to determine how the superseded data were derived.
 GQ0137
 GQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF329801(NAD 83)
 GQ0137_MARKER: DB = BENCH MARK DISK
 GQ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0137_SP_SET: CULVERT
 GQ0137_STAMPING: F 55 1934 RESET 1941
 GQ0137_MARK LOGO: CGS   
 GQ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0137
 GQ0137  HISTORY     - Date     Condition        Report By
 GQ0137  HISTORY     - 1941     MONUMENTED       CGS
 GQ0137  HISTORY     - 1960     GOOD             NGS
 GQ0137  HISTORY     - 1979     GOOD             USGS
 GQ0137  HISTORY     - 1982     GOOD             NGS
 GQ0137
 GQ0137                          STATION DESCRIPTION
 GQ0137
 GQ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0137'4.8 MI NE FROM MESQUITE, NV.
 GQ0137'IN MOHAVE COUNTY, ARIZONA, 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91
 GQ0137'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 200 FEET SOUTH
 GQ0137'OF THE SOUTH END OF A DEEP CUT AT THE SUMMIT OF A GRADE, 12 FEET EAST
 GQ0137'OF THE CENTERLINE OF THE HIGHWAY, AT A 4- BY 6-FOOT CONCRETE-BOX
 GQ0137'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, AND LEVEL
 GQ0137'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 55 1934 RESET 1941.
 GQ0137
 GQ0137                          STATION RECOVERY (1979)
 GQ0137
 GQ0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0137'5.55 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0137'ON INTERSTATE HIGHWAY 15. 200 FEET SOUTH OF THE SOUTH END OF A DEEP
 GQ0137'CUT AT THE SUMMIT OF A GRADE, 12 FEET EAST OF THE CENTERLINE OF THE
 GQ0137'OLD HIGHWAY AT A 4 BY 6 FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 GQ0137'NORTH END OF THE EAST HEADWALL, AND LEVEL WITH THE HIGHWAY. A
 GQ0137'STANDARD USC AND GS BRONZE DISK, STAMPED F 55 1934 RESET 1941.
 GQ0137
 GQ0137                          STATION RECOVERY (1982)
 GQ0137
 GQ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0137'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0137'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0137'MESQUITE, THENCE 7.15 KM (4.45 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0137'IN TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL FOR A 2 BY 4
 GQ0137'FOOT BOX CULVERT, 0.8 KM (0.5 MI) NORTHEAST OF THE SOUTHEAST END OF
 GQ0137'THE STEEL BRIDGE OVER SAND HOLLOW WASH, 3.6 METERS (12 FT) EAST OF THE
 GQ0137'HIGHWAY CENTERLINE.
 GQ0137'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0714 ***********************************************************************
 DU0714  DESIGNATION -  F 58
 DU0714  PID         -  DU0714
 DU0714  STATE/COUNTY-  AZ/MARICOPA
 DU0714  USGS QUAD   -  MESA (1982)
 DU0714
 DU0714                         *CURRENT SURVEY CONTROL
 DU0714  ___________________________________________________________________
 DU0714* NAD 83(1986)-  33 22 43.     (N)    111 49 51.     (W)     SCALED    
 DU0714* NAVD 88     -       370.22   (+/-2cm)    1214.6    (feet)  VERTCON   
 DU0714  ___________________________________________________________________
 DU0714  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0714
 DU0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0714
 DU0714.The horizontal coordinates were scaled from a topographic map and have
 DU0714.an estimated accuracy of +/- 6 seconds.
 DU0714
 DU0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0714.The vertical order pertains to the NGVD 29 superseded value.
 DU0714
 DU0714.The geoid height was determined by GEOID03.
 DU0714
 DU0714;                    North         East    Units  Estimated Accuracy
 DU0714;SPC AZ C     -   263,740.      221,350.      MT  (+/- 180 meters Scaled)
 DU0714
 DU0714                          SUPERSEDED SURVEY CONTROL
 DU0714
 DU0714  NGVD 29 (??/??/92)  369.662  (m)         1212.80   (f) ADJ UNCH    2 0
 DU0714
 DU0714.Superseded values are not recommended for survey control.
 DU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0714.See file dsdata.txt to determine how the superseded data were derived.
 DU0714
 DU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB227935(NAD 83)
 DU0714_MARKER: DB = BENCH MARK DISK
 DU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0714_STAMPING: E-58 1934
 DU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0714+STABILITY: SURFACE MOTION
 DU0714
 DU0714  HISTORY     - Date     Condition        Report By
 DU0714  HISTORY     - 1934     MONUMENTED       CGS
 DU0714  HISTORY     - 1959     MARK NOT FOUND   NGS
 DU0714  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU0714
 DU0714                          STATION DESCRIPTION
 DU0714
 DU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0714'2.1 MI S FROM MESA.
 DU0714'2.1 MI SOUTH ON S.P. RY. FROM DEPOT.  69 FEET NORTH OF MILE POLE NO.
 DU0714'924, 23 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD CROSSING THE
 DU0714'TRACK, AND 21 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0714
 DU0714                          STATION RECOVERY (1959)
 DU0714
 DU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0714'MARK NOT FOUND.
 DU0714
 DU0714                          STATION RECOVERY (2005)
 DU0714
 DU0714'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0714'FOUND MILE POLE 924 AT TWO RAILROAD CROSSINGS IN THE AREA. GOING 69
 DU0714'FEET NORTH FROM BOTH POLES IS THE EDGE OF THE MEDIAN IN THE MIDDLE OF
 DU0714'THE PAVED ROAD (BASELINE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0160 ***********************************************************************
 FQ0160  DESIGNATION -  F 6
 FQ0160  PID         -  FQ0160
 FQ0160  STATE/COUNTY-  AZ/COCONINO
 FQ0160  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0160
 FQ0160                         *CURRENT SURVEY CONTROL
 FQ0160  ___________________________________________________________________
 FQ0160* NAD 83(1986)-  35 50 54.     (N)    111 25 59.     (W)     SCALED    
 FQ0160* NAVD 88     -      1361.297  (meters)    4466.19   (feet)  POSTED    
 FQ0160  ___________________________________________________________________
 FQ0160  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0160  DYNAMIC HT  -        1359.590 (meters)    4460.59  (feet)  COMP
 FQ0160  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 FQ0160
 FQ0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0160
 FQ0160.The horizontal coordinates were scaled from a topographic map and have
 FQ0160.an estimated accuracy of +/- 6 seconds.
 FQ0160
 FQ0160.The orthometric height was determined by differential leveling
 FQ0160.and adjusted by the National Geodetic Survey in 1992..
 FQ0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0160.rate of 1.1 thru 2.0 mm/km.
 FQ0160
 FQ0160.The geoid height was determined by GEOID03.
 FQ0160
 FQ0160.The dynamic height is computed by dividing the NAVD 88
 FQ0160.geopotential number by the normal gravity value computed on the
 FQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0160.degrees latitude (g = 980.6199 gals.).
 FQ0160
 FQ0160.The modeled gravity was interpolated from observed gravity values.
 FQ0160
 FQ0160;                    North         East    Units  Estimated Accuracy
 FQ0160;SPC AZ C     -   537,790.      257,040.      MT  (+/- 180 meters Scaled)
 FQ0160
 FQ0160                          SUPERSEDED SURVEY CONTROL
 FQ0160
 FQ0160  NGVD 29 (??/??/92) 1360.433  (m)         4463.35   (f) ADJ UNCH    1 2
 FQ0160
 FQ0160.Superseded values are not recommended for survey control.
 FQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0160.See file dsdata.txt to determine how the superseded data were derived.
 FQ0160
 FQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE608672(NAD 83)
 FQ0160_MARKER: DB = BENCH MARK DISK
 FQ0160_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0160_SP_SET: SANDSTONE
 FQ0160_STAMPING: F 6 1921
 FQ0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0160+STABILITY: POSITION/ELEVATION WELL
 FQ0160
 FQ0160  HISTORY     - Date     Condition        Report By
 FQ0160  HISTORY     - 1921     MONUMENTED       CGS
 FQ0160  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0160
 FQ0160                          STATION DESCRIPTION
 FQ0160
 FQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0160'2.6 MI S FROM CAMERON.
 FQ0160'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0160'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 0.7
 FQ0160'MILE SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  162 YARDS NORTH OF
 FQ0160'THE BEGINNING OF THE ROAD DESCENT FROM THE TOP OF A MESA, 17 YARDS
 FQ0160'SOUTH OF THE FORKS OF A DIM ROAD LEADING WEST, 14 FEET EAST OF THE
 FQ0160'CENTERLINE OF THE ROAD, IN THE TOP OF A BROWN SANDSTONE OUTCROP, 4
 FQ0160'FEET EAST OF THE EDGE OF THE OUTCROP, AND 5 FEET ABOVE THE ROAD.  A
 FQ0160'STANDARD DISK, STAMPED F 6 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0541 ***********************************************************************
 FS0541  DESIGNATION -  F 60
 FS0541  PID         -  FS0541
 FS0541  STATE/COUNTY-  AZ/MOHAVE
 FS0541  USGS QUAD   -  CHLORIDE (1968)
 FS0541
 FS0541                         *CURRENT SURVEY CONTROL
 FS0541  ___________________________________________________________________
 FS0541* NAD 83(1986)-  35 24 58.     (N)    114 14 38.     (W)     SCALED    
 FS0541* NAVD 88     -      1149.449  (meters)    3771.15   (feet)  ADJUSTED  
 FS0541  ___________________________________________________________________
 FS0541  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0541  DYNAMIC HT  -        1148.092 (meters)    3766.70  (feet)  COMP
 FS0541  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 FS0541  OBS GRAVITY -     979,411.5   (mgal)                       GRAV_OBS
 FS0541
 FS0541  VERT ORDER  -  FIRST     CLASS II
 FS0541
 FS0541.The horizontal coordinates were scaled from a topographic map and have
 FS0541.an estimated accuracy of +/- 6 seconds.
 FS0541
 FS0541.The orthometric height was determined by differential leveling
 FS0541.and adjusted by the National Geodetic Survey in June 1991..
 FS0541
 FS0541.The geoid height was determined by GEOID03.
 FS0541
 FS0541.The dynamic height is computed by dividing the NAVD 88
 FS0541.geopotential number by the normal gravity value computed on the
 FS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0541.degrees latitude (g = 980.6199 gals.).
 FS0541
 FS0541.The modeled gravity was interpolated from observed gravity values.
 FS0541.The observed gravity was obtained from relative gravimeter ties
 FS0541.to the IGSN71 gravity network.
 FS0541
 FS0541;                    North         East    Units  Estimated Accuracy
 FS0541;SPC AZ W     -   489,860.      168,510.      MT  (+/- 180 meters Scaled)
 FS0541
 FS0541                          SUPERSEDED SURVEY CONTROL
 FS0541
 FS0541  NGVD 29 (??/??/92) 1148.627  (m)         3768.45   (f) ADJ UNCH    1 2
 FS0541
 FS0541.Superseded values are not recommended for survey control.
 FS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0541.See file dsdata.txt to determine how the superseded data were derived.
 FS0541
 FS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV502226(NAD 83)
 FS0541_MARKER: DB = BENCH MARK DISK
 FS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0541_STAMPING: F 60 1934
 FS0541_MARK LOGO: CGS   
 FS0541_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0541+STABILITY: SURFACE MOTION
 FS0541
 FS0541  HISTORY     - Date     Condition        Report By
 FS0541  HISTORY     - 1934     MONUMENTED       CGS
 FS0541  HISTORY     - 1940     GOOD             NGS
 FS0541  HISTORY     - 1970     GOOD             USGS
 FS0541  HISTORY     - 1982     GOOD             NGS
 FS0541
 FS0541                          STATION DESCRIPTION
 FS0541
 FS0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0541'2.8 MI NW FROM CHLORIDE.
 FS0541'2.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 1.7 MILES
 FS0541'SOUTHEAST OF THE POINT WHERE U.S. HIGHWAY 93 CROSSES THE OLD
 FS0541'ROAD, ABOUT 500 FEET SOUTHEAST OF AN OUTCROP OF LAVA BOULDERS,
 FS0541'ABOUT 400 FEET NORTH OF THE BASE OF A SMALL MOUNTAIN WITH A SHARP
 FS0541'PEAK, 200 FEET EAST OF THE POINT WHERE THE ROAD ENTERS A WIDE
 FS0541'FLAT WASH, 77 FEET NORTH OF THE WASH, 43 FEET SOUTH OF THE
 FS0541'CENTERLINE OF THE OLD ROAD, AND 3 FEET EAST OF A WHITE
 FS0541'WOOD WITNESS POST.  A STANDARD DISK, STAMPED F 60 1934 AND SET IN
 FS0541'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0541
 FS0541                          STATION RECOVERY (1970)
 FS0541
 FS0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0541'RECOVERED IN GOOD CONDITION.
 FS0541
 FS0541                          STATION RECOVERY (1982)
 FS0541
 FS0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0541'45. KM (2.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0541'IN CHLORIDE, ABOUT 152.4 METERS (500 FT) SOUTHEAST OF AN OUTCROP OF
 FS0541'LAVA BOULDERS, ABOUT 121.9 METERS (400 FT) NORTH OF THE BASE OF A
 FS0541'SMALL MOUNTAIN WITH A SHARP PEAK, 61 METERS (200 FT) EAST OF A POINT
 FS0541'WHERE THE ROAD ENTERS A WIDE FLAT WASH, 23.5 METERS (77 FT) NORTH OF A
 FS0541'WASH, 13.1 METERS (43 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0541'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0020 ***********************************************************************
 FR0020  DESIGNATION -  F 61
 FR0020  PID         -  FR0020
 FR0020  STATE/COUNTY-  AZ/COCONINO
 FR0020  USGS QUAD   -  VALLE TANK (1989)
 FR0020
 FR0020                         *CURRENT SURVEY CONTROL
 FR0020  ___________________________________________________________________
 FR0020* NAD 83(1986)-  35 41 38.     (N)    112 14 12.     (W)     SCALED    
 FR0020* NAVD 88     -      1774.319  (meters)    5821.24   (feet)  POSTED    
 FR0020  ___________________________________________________________________
 FR0020  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0020  DYNAMIC HT  -        1771.990 (meters)    5813.60  (feet)  COMP
 FR0020  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 FR0020
 FR0020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0020
 FR0020.The horizontal coordinates were scaled from a topographic map and have
 FR0020.an estimated accuracy of +/- 6 seconds.
 FR0020
 FR0020.The orthometric height was determined by differential leveling
 FR0020.and adjusted by the National Geodetic Survey in 1992..
 FR0020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0020.rate of 0.0 thru 1.0 mm/km.
 FR0020
 FR0020.The geoid height was determined by GEOID03.
 FR0020
 FR0020.The dynamic height is computed by dividing the NAVD 88
 FR0020.geopotential number by the normal gravity value computed on the
 FR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0020.degrees latitude (g = 980.6199 gals.).
 FR0020
 FR0020.The modeled gravity was interpolated from observed gravity values.
 FR0020
 FR0020;                    North         East    Units  Estimated Accuracy
 FR0020;SPC AZ C     -   520,600.      184,400.      MT  (+/- 180 meters Scaled)
 FR0020
 FR0020                          SUPERSEDED SURVEY CONTROL
 FR0020
 FR0020  NGVD 29 (??/??/92) 1773.465  (m)         5818.44   (f) ADJ UNCH    2 0
 FR0020
 FR0020.Superseded values are not recommended for survey control.
 FR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0020.See file dsdata.txt to determine how the superseded data were derived.
 FR0020
 FR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE881507(NAD 83)
 FR0020_MARKER: DB = BENCH MARK DISK
 FR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0020_STAMPING: F 61 1934
 FR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0020+STABILITY: SURFACE MOTION
 FR0020
 FR0020  HISTORY     - Date     Condition        Report By
 FR0020  HISTORY     - 1934     MONUMENTED       CGS
 FR0020
 FR0020                          STATION DESCRIPTION
 FR0020
 FR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0020'31.5 MI S FROM GRAND CANYON.
 FR0020'ABOUT 31-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0020'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 66 FEET
 FR0020'EAST OF MILEAGE POST 32-1/2, AND 39 FEET EAST OF THE CENTER LINE OF
 FR0020'THE TRACK.  A STANDARD DISK, STAMPED F 61 1934 AND SET IN THE TOP OF A
 FR0020'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0181 ***********************************************************************
 GP0181  DESIGNATION -  F 62
 GP0181  PID         -  GP0181
 GP0181  STATE/COUNTY-  AZ/COCONINO
 GP0181  USGS QUAD   -  DESERT VIEW (1988)
 GP0181
 GP0181                         *CURRENT SURVEY CONTROL
 GP0181  ___________________________________________________________________
 GP0181* NAD 83(1986)-  36 01 17.     (N)    111 49 04.     (W)     SCALED    
 GP0181* NAVD 88     -      2203.804  (meters)    7230.31   (feet)  POSTED    
 GP0181  ___________________________________________________________________
 GP0181  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0181  DYNAMIC HT  -        2200.800 (meters)    7220.46  (feet)  COMP
 GP0181  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 GP0181
 GP0181  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0181
 GP0181.The horizontal coordinates were scaled from a topographic map and have
 GP0181.an estimated accuracy of +/- 6 seconds.
 GP0181
 GP0181.The orthometric height was determined by differential leveling
 GP0181.and adjusted by the National Geodetic Survey in 1992..
 GP0181.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0181.rate of 0.0 thru 1.0 mm/km.
 GP0181
 GP0181.The geoid height was determined by GEOID03.
 GP0181
 GP0181.The dynamic height is computed by dividing the NAVD 88
 GP0181.geopotential number by the normal gravity value computed on the
 GP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0181.degrees latitude (g = 980.6199 gals.).
 GP0181
 GP0181.The modeled gravity was interpolated from observed gravity values.
 GP0181
 GP0181;                    North         East    Units  Estimated Accuracy
 GP0181;SPC AZ C     -   556,890.      222,270.      MT  (+/- 180 meters Scaled)
 GP0181
 GP0181                          SUPERSEDED SURVEY CONTROL
 GP0181
 GP0181  NGVD 29 (??/??/92) 2202.778  (m)         7226.95   (f) ADJ UNCH    2 0
 GP0181
 GP0181.Superseded values are not recommended for survey control.
 GP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0181.See file dsdata.txt to determine how the superseded data were derived.
 GP0181
 GP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE263866(NAD 83)
 GP0181_MARKER: DB = BENCH MARK DISK
 GP0181_SETTING: 80 = SET IN A BOULDER
 GP0181_SP_SET: BOULDER
 GP0181_STAMPING: F 62 1934
 GP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0181+STABILITY: SURFACE MOTION
 GP0181
 GP0181  HISTORY     - Date     Condition        Report By
 GP0181  HISTORY     - 1934     MONUMENTED       CGS
 GP0181  HISTORY     - 19850501 MARK NOT FOUND   USGS
 GP0181
 GP0181                          STATION DESCRIPTION
 GP0181
 GP0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0181'27.1 MI E FROM GRAND CANYON.
 GP0181'ABOUT 27.1 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0181'GRAND CANYON, COCONINO COUNTY, AT A SMALL CUT AT THE SOUTH RIM OF A
 GP0181'DEEP CANYON, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 GP0181'TOP OF A 2- BY 3-FOOT SANDSTONE BOULDER, AND ABOUT 2-1/2 FEET LOWER
 GP0181'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 62 1934.
 GP0181
 GP0181                          STATION RECOVERY (1985)
 GP0181
 GP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 GP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0134 ***********************************************************************
 FQ0134  DESIGNATION -  F 64
 FQ0134  PID         -  FQ0134
 FQ0134  STATE/COUNTY-  AZ/NAVAJO
 FQ0134  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0134
 FQ0134                         *CURRENT SURVEY CONTROL
 FQ0134  ___________________________________________________________________
 FQ0134* NAD 83(1986)-  35 52 22.     (N)    110 35 25.     (W)     SCALED    
 FQ0134* NAVD 88     -      1714.972  (meters)    5626.54   (feet)  ADJUSTED  
 FQ0134  ___________________________________________________________________
 FQ0134  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 FQ0134  DYNAMIC HT  -        1712.763 (meters)    5619.29  (feet)  COMP
 FQ0134  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 FQ0134
 FQ0134  VERT ORDER  -  SECOND    CLASS 0
 FQ0134
 FQ0134.The horizontal coordinates were scaled from a topographic map and have
 FQ0134.an estimated accuracy of +/- 6 seconds.
 FQ0134
 FQ0134.The orthometric height was determined by differential leveling
 FQ0134.and adjusted by the National Geodetic Survey in June 1991..
 FQ0134
 FQ0134.The geoid height was determined by GEOID03.
 FQ0134
 FQ0134.The dynamic height is computed by dividing the NAVD 88
 FQ0134.geopotential number by the normal gravity value computed on the
 FQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0134.degrees latitude (g = 980.6199 gals.).
 FQ0134
 FQ0134.The modeled gravity was interpolated from observed gravity values.
 FQ0134
 FQ0134;                    North         East    Units  Estimated Accuracy
 FQ0134;SPC AZ E     -   540,480.      175,110.      MT  (+/- 180 meters Scaled)
 FQ0134
 FQ0134                          SUPERSEDED SURVEY CONTROL
 FQ0134
 FQ0134  NGVD 29 (??/??/92) 1714.098  (m)         5623.67   (f) ADJ UNCH    2 0
 FQ0134
 FQ0134.Superseded values are not recommended for survey control.
 FQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0134.See file dsdata.txt to determine how the superseded data were derived.
 FQ0134
 FQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE369699(NAD 83)
 FQ0134_MARKER: DB = BENCH MARK DISK
 FQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0134_STAMPING: F 64 1934
 FQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0134+STABILITY: SURFACE MOTION
 FQ0134
 FQ0134  HISTORY     - Date     Condition        Report By
 FQ0134  HISTORY     - 1934     MONUMENTED       CGS
 FQ0134
 FQ0134                          STATION DESCRIPTION
 FQ0134
 FQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0134'1.9 MI E FROM ORAIBI.
 FQ0134'1.9 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0134'0.1 MILE EAST OF THE JUNCTION OF THE POINT ROAD, 35 YARDS NORTH OF A
 FQ0134'ROW OF POLES, 30 YARDS NORTH OF A DRAINAGE DITCH, AND 36 FEET SOUTH OF
 FQ0134'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 64 1934 AND
 FQ0134'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0324 ***********************************************************************
 ES0324  DESIGNATION -  F 65
 ES0324  PID         -  ES0324
 ES0324  STATE/COUNTY-  AZ/GILA
 ES0324  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0324
 ES0324                         *CURRENT SURVEY CONTROL
 ES0324  ___________________________________________________________________
 ES0324* NAD 83(1986)-  34 19 13.     (N)    111 00 33.     (W)     SCALED    
 ES0324* NAVD 88     -      1797.414  (meters)    5897.02   (feet)  ADJUSTED  
 ES0324  ___________________________________________________________________
 ES0324  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0324  DYNAMIC HT  -        1794.831 (meters)    5888.54  (feet)  COMP
 ES0324  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 ES0324
 ES0324  VERT ORDER  -  SECOND    CLASS 0
 ES0324
 ES0324.The horizontal coordinates were scaled from a topographic map and have
 ES0324.an estimated accuracy of +/- 6 seconds.
 ES0324
 ES0324.The orthometric height was determined by differential leveling
 ES0324.and adjusted by the National Geodetic Survey in June 1991..
 ES0324
 ES0324.The geoid height was determined by GEOID03.
 ES0324
 ES0324.The dynamic height is computed by dividing the NAVD 88
 ES0324.geopotential number by the normal gravity value computed on the
 ES0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0324.degrees latitude (g = 980.6199 gals.).
 ES0324
 ES0324.The modeled gravity was interpolated from observed gravity values.
 ES0324
 ES0324;                    North         East    Units  Estimated Accuracy
 ES0324;SPC AZ E     -   368,500.      135,830.      MT  (+/- 180 meters Scaled)
 ES0324
 ES0324                          SUPERSEDED SURVEY CONTROL
 ES0324
 ES0324  NGVD 29 (??/??/92) 1796.512  (m)         5894.06   (f) ADJ UNCH    2 0
 ES0324
 ES0324.Superseded values are not recommended for survey control.
 ES0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0324.See file dsdata.txt to determine how the superseded data were derived.
 ES0324
 ES0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC991976(NAD 83)
 ES0324_MARKER: DB = BENCH MARK DISK
 ES0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0324_STAMPING: F 65 1934
 ES0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0324+STABILITY: SURFACE MOTION
 ES0324
 ES0324  HISTORY     - Date     Condition        Report By
 ES0324  HISTORY     - 1934     MONUMENTED       CGS
 ES0324  HISTORY     - 1973     GOOD             USGS
 ES0324  HISTORY     - 20050729 GOOD             USPSQD
 ES0324
 ES0324                          STATION DESCRIPTION
 ES0324
 ES0324'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0324'24.6 MI NE FROM PAYSON.
 ES0324'24.6 MILES NORTHEAST ALONG STATE ROUTE 260 FROM PAYSON, BM IS 90 FT.
 ES0324'NORTHEAST OF ROAD FORK AND 60 FT. NORTH OF HIGHWAY, 850 FT. EAST OF
 ES0324'BRIDGE OVER CRISTOPHER CREEK, AND IN FRONT OF OFFICE OF CREEKSIDE
 ES0324'TRAILER PARK.  A STANDRD DISK, STAMPED F 65 1934 AND SET IN TOP OF A
 ES0324'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 ES0324
 ES0324                          STATION RECOVERY (2005)
 ES0324
 ES0324'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ES0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0039 ***********************************************************************
 ES0039  DESIGNATION -  F 66
 ES0039  PID         -  ES0039
 ES0039  STATE/COUNTY-  AZ/NAVAJO
 ES0039  USGS QUAD   -  PORTER CANYON (1986)
 ES0039
 ES0039                         *CURRENT SURVEY CONTROL
 ES0039  ___________________________________________________________________
 ES0039* NAD 83(1986)-  34 47 04.     (N)    110 13 40.     (W)     SCALED    
 ES0039* NAVD 88     -      1662.474  (meters)    5454.30   (feet)  ADJUSTED  
 ES0039  ___________________________________________________________________
 ES0039  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0039  DYNAMIC HT  -        1660.149 (meters)    5446.67  (feet)  COMP
 ES0039  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 ES0039
 ES0039  VERT ORDER  -  SECOND    CLASS 0
 ES0039
 ES0039.The horizontal coordinates were scaled from a topographic map and have
 ES0039.an estimated accuracy of +/- 6 seconds.
 ES0039
 ES0039.The orthometric height was determined by differential leveling
 ES0039.and adjusted by the National Geodetic Survey in June 1991..
 ES0039
 ES0039.The geoid height was determined by GEOID03.
 ES0039
 ES0039.The dynamic height is computed by dividing the NAVD 88
 ES0039.geopotential number by the normal gravity value computed on the
 ES0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0039.degrees latitude (g = 980.6199 gals.).
 ES0039
 ES0039.The modeled gravity was interpolated from observed gravity values.
 ES0039
 ES0039;                    North         East    Units  Estimated Accuracy
 ES0039;SPC AZ E     -   419,670.      207,770.      MT  (+/- 180 meters Scaled)
 ES0039
 ES0039                          SUPERSEDED SURVEY CONTROL
 ES0039
 ES0039  NGVD 29 (??/??/92) 1661.621  (m)         5451.50   (f) ADJ UNCH    2 0
 ES0039
 ES0039.Superseded values are not recommended for survey control.
 ES0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0039.See file dsdata.txt to determine how the superseded data were derived.
 ES0039
 ES0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD706494(NAD 83)
 ES0039_MARKER: DB = BENCH MARK DISK
 ES0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0039_STAMPING: F-66 1934
 ES0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0039+STABILITY: SURFACE MOTION
 ES0039
 ES0039  HISTORY     - Date     Condition        Report By
 ES0039  HISTORY     - 1934     MONUMENTED       CGS
 ES0039  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0039
 ES0039                          STATION DESCRIPTION
 ES0039
 ES0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0039'10.0 MI SW FROM HOLBROOK.
 ES0039'ON GLOBE TO HOLBROOK HIWAY, 25 FEET NORTH OF CENTER LINE OF ROAD AND 6
 ES0039'FEET SOUTH OF FENCE LINE.  A PRECAST POST.
 ES0039
 ES0039                          STATION RECOVERY (1983)
 ES0039
 ES0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0518 ***********************************************************************
 DU0518  DESIGNATION -  F 67
 DU0518  PID         -  DU0518
 DU0518  STATE/COUNTY-  AZ/PINAL
 DU0518  USGS QUAD   -  FLORENCE SE (1965)
 DU0518
 DU0518                         *CURRENT SURVEY CONTROL
 DU0518  ___________________________________________________________________
 DU0518* NAD 83(1986)-  33 05 40.     (N)    111 18 04.     (W)     SCALED    
 DU0518* NAVD 88     -       472.89   (+/-2cm)    1551.5    (feet)  VERTCON   
 DU0518  ___________________________________________________________________
 DU0518  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0518
 DU0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0518
 DU0518.The horizontal coordinates were scaled from a topographic map and have
 DU0518.an estimated accuracy of +/- 6 seconds.
 DU0518
 DU0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0518.The vertical order pertains to the NGVD 29 superseded value.
 DU0518
 DU0518.The geoid height was determined by GEOID03.
 DU0518
 DU0518;                    North         East    Units  Estimated Accuracy
 DU0518;SPC AZ C     -   232,390.      270,820.      MT  (+/- 180 meters Scaled)
 DU0518
 DU0518                          SUPERSEDED SURVEY CONTROL
 DU0518
 DU0518  NGVD 29 (??/??/92)  472.326  (m)         1549.62   (f) ADJ UNCH    2 0
 DU0518
 DU0518.Superseded values are not recommended for survey control.
 DU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0518.See file dsdata.txt to determine how the superseded data were derived.
 DU0518
 DU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB719617(NAD 83)
 DU0518_MARKER: DB = BENCH MARK DISK
 DU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0518_STAMPING: F 67 1934
 DU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0518+STABILITY: SURFACE MOTION
 DU0518
 DU0518  HISTORY     - Date     Condition        Report By
 DU0518  HISTORY     - 1934     MONUMENTED       CGS
 DU0518
 DU0518                          STATION DESCRIPTION
 DU0518
 DU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0518'3.9 MI W FROM PRICE.
 DU0518'3.9 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE,
 DU0518'PINAL COUNTY, 6.1 MILES EAST OF THE STATION AT FLORENCE, 171 FEET
 DU0518'NORTHEAST OF MILEPOST 965, AND 36 FEET SOUTH OF THE CENTERLINE OF THE
 DU0518'TRACK.  A STANDARD DISK, STAMPED F 67 1934 AND SET IN THE TOP OF A
 DU0518'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0316 ***********************************************************************
 DT0316  DESIGNATION -  F 70
 DT0316  PID         -  DT0316
 DT0316  STATE/COUNTY-  AZ/GREENLEE
 DT0316  USGS QUAD   -  ROSE PEAK (1967)
 DT0316
 DT0316                         *CURRENT SURVEY CONTROL
 DT0316  ___________________________________________________________________
 DT0316* NAD 83(1986)-  33 29 03.     (N)    109 21 33.     (W)     SCALED    
 DT0316* NAVD 88     -      2215.006  (meters)    7267.07   (feet)  ADJUSTED  
 DT0316  ___________________________________________________________________
 DT0316  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 DT0316  DYNAMIC HT  -        2211.435 (meters)    7255.35  (feet)  COMP
 DT0316  MODELED GRAV-     978,945.0   (mgal)                       NAVD 88
 DT0316
 DT0316  VERT ORDER  -  SECOND    CLASS 0
 DT0316
 DT0316.The horizontal coordinates were scaled from a topographic map and have
 DT0316.an estimated accuracy of +/- 6 seconds.
 DT0316
 DT0316.The orthometric height was determined by differential leveling
 DT0316.and adjusted by the National Geodetic Survey in June 1991..
 DT0316
 DT0316.The geoid height was determined by GEOID03.
 DT0316
 DT0316.The dynamic height is computed by dividing the NAVD 88
 DT0316.geopotential number by the normal gravity value computed on the
 DT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0316.degrees latitude (g = 980.6199 gals.).
 DT0316
 DT0316.The modeled gravity was interpolated from observed gravity values.
 DT0316
 DT0316;                    North         East    Units  Estimated Accuracy
 DT0316;SPC AZ E     -   275,740.      288,400.      MT  (+/- 180 meters Scaled)
 DT0316
 DT0316                          SUPERSEDED SURVEY CONTROL
 DT0316
 DT0316  NGVD 29 (??/??/92) 2213.974  (m)         7263.68   (f) ADJ UNCH    2 0
 DT0316
 DT0316.Superseded values are not recommended for survey control.
 DT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0316.See file dsdata.txt to determine how the superseded data were derived.
 DT0316
 DT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC524061(NAD 83)
 DT0316_MARKER: DB = BENCH MARK DISK
 DT0316_SETTING: 66 = SET IN ROCK OUTCROP
 DT0316_SP_SET: MALPAIS ROCK
 DT0316_STAMPING: F-70 1934
 DT0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0316+STABILITY: POSITION/ELEVATION WELL
 DT0316
 DT0316  HISTORY     - Date     Condition        Report By
 DT0316  HISTORY     - 1934     MONUMENTED       CGS
 DT0316  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0316
 DT0316                          STATION DESCRIPTION
 DT0316
 DT0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0316'45.0 MI S FROM ALPINE.
 DT0316'45.0 MI SOUTH ON STATE HWY NO. 71.  60 YDS EAST OF A CONC.  CULVERT IN
 DT0316'THE CENTER OF A HORSE-SHOE CURVE, 27 FEET SOUTH OF THE CENTERLINE OF
 DT0316'THE HIGHWAY.
 DT0316
 DT0316                          STATION RECOVERY (1967)
 DT0316
 DT0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0078 ***********************************************************************
 FQ0078  DESIGNATION -  F 71
 FQ0078  PID         -  FQ0078
 FQ0078  STATE/COUNTY-  AZ/COCONINO
 FQ0078  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0078
 FQ0078                         *CURRENT SURVEY CONTROL
 FQ0078  ___________________________________________________________________
 FQ0078* NAD 83(1986)-  35 27 04.     (N)    110 54 43.     (W)     SCALED    
 FQ0078* NAVD 88     -      1520.530  (meters)    4988.61   (feet)  ADJUSTED  
 FQ0078  ___________________________________________________________________
 FQ0078  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0078  DYNAMIC HT  -        1518.567 (meters)    4982.17  (feet)  COMP
 FQ0078  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 FQ0078
 FQ0078  VERT ORDER  -  SECOND    CLASS 0
 FQ0078
 FQ0078.The horizontal coordinates were scaled from a topographic map and have
 FQ0078.an estimated accuracy of +/- 6 seconds.
 FQ0078
 FQ0078.The orthometric height was determined by differential leveling
 FQ0078.and adjusted by the National Geodetic Survey in June 1991..
 FQ0078
 FQ0078.The geoid height was determined by GEOID03.
 FQ0078
 FQ0078.The dynamic height is computed by dividing the NAVD 88
 FQ0078.geopotential number by the normal gravity value computed on the
 FQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0078.degrees latitude (g = 980.6199 gals.).
 FQ0078
 FQ0078.The modeled gravity was interpolated from observed gravity values.
 FQ0078
 FQ0078;                    North         East    Units  Estimated Accuracy
 FQ0078;SPC AZ C     -   494,080.      304,570.      MT  (+/- 180 meters Scaled)
 FQ0078
 FQ0078                          SUPERSEDED SURVEY CONTROL
 FQ0078
 FQ0078  NGVD 29 (??/??/92) 1519.751  (m)         4986.05   (f) ADJ UNCH    2 0
 FQ0078
 FQ0078.Superseded values are not recommended for survey control.
 FQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0078.See file dsdata.txt to determine how the superseded data were derived.
 FQ0078
 FQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE079230(NAD 83)
 FQ0078_MARKER: DB = BENCH MARK DISK
 FQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0078_STAMPING: F 71 1934
 FQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0078+STABILITY: SURFACE MOTION
 FQ0078
 FQ0078  HISTORY     - Date     Condition        Report By
 FQ0078  HISTORY     - 1934     MONUMENTED       CGS
 FQ0078
 FQ0078                          STATION DESCRIPTION
 FQ0078
 FQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0078'16.5 MI NE FROM LEUPP.
 FQ0078'16.5 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0078'COCONINO COUNTY, ABOUT 109 YARDS SOUTH OF A 48-INCH GALVANIZED-IRON
 FQ0078'PIPE CULVERT, AND 103 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0078'STANDARD DISK, STAMPED F 71 1934 AND SET IN THE TOP OF A CONCRETE POST
 FQ0078'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0335 ***********************************************************************
 FP0335  DESIGNATION -  F 73
 FP0335  PID         -  FP0335
 FP0335  STATE/COUNTY-  AZ/APACHE
 FP0335  USGS QUAD   -  GANADO MESA SW (1972)
 FP0335
 FP0335                         *CURRENT SURVEY CONTROL
 FP0335  ___________________________________________________________________
 FP0335* NAD 83(1986)-  35 47 19.     (N)    109 42 01.     (W)     SCALED    
 FP0335* NAVD 88     -      1917.388  (meters)    6290.63   (feet)  ADJUSTED  
 FP0335  ___________________________________________________________________
 FP0335  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FP0335  DYNAMIC HT  -        1914.852 (meters)    6282.31  (feet)  COMP
 FP0335  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 FP0335
 FP0335  VERT ORDER  -  SECOND    CLASS 0
 FP0335
 FP0335.The horizontal coordinates were scaled from a topographic map and have
 FP0335.an estimated accuracy of +/- 6 seconds.
 FP0335
 FP0335.The orthometric height was determined by differential leveling
 FP0335.and adjusted by the National Geodetic Survey in June 1991..
 FP0335
 FP0335.The geoid height was determined by GEOID03.
 FP0335
 FP0335.The dynamic height is computed by dividing the NAVD 88
 FP0335.geopotential number by the normal gravity value computed on the
 FP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0335.degrees latitude (g = 980.6199 gals.).
 FP0335
 FP0335.The modeled gravity was interpolated from observed gravity values.
 FP0335
 FP0335;                    North         East    Units  Estimated Accuracy
 FP0335;SPC AZ E     -   531,160.      255,520.      MT  (+/- 180 meters Scaled)
 FP0335
 FP0335                          SUPERSEDED SURVEY CONTROL
 FP0335
 FP0335  NGVD 29 (??/??/92) 1916.481  (m)         6287.65   (f) ADJ UNCH    2 0
 FP0335
 FP0335.Superseded values are not recommended for survey control.
 FP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0335.See file dsdata.txt to determine how the superseded data were derived.
 FP0335
 FP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE174612(NAD 83)
 FP0335_MARKER: DB = BENCH MARK DISK
 FP0335_SETTING: 0 = UNSPECIFIED SETTING
 FP0335_STAMPING: F 73 1934
 FP0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0335
 FP0335  HISTORY     - Date     Condition        Report By
 FP0335  HISTORY     - 1934     MONUMENTED       CGS
 FP0335  HISTORY     - 1972     GOOD             USGS
 FP0335
 FP0335                          STATION DESCRIPTION
 FP0335
 FP0335'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0335'10.7 MI W FROM GANADO.
 FP0335'FROM THE INTERSECTION OF STATE HWYS 63 AND 264 IN GANADO, GO WEST ON
 FP0335'264 10.7 MILES TO WHERE ROAD CROSSES A SWALE.  TURN RIGHT AND GO CROSS
 FP0335'COUNTRY .2 MILES (NORTH) TO THE TOP OF A RIDGE WHERE A TELEPHONE LINE
 FP0335'CROSSES.  BM IS ON THE TOP OF THE RIDGE 45 FEET NORTH OF AN ABANDON
 FP0335'ROAD, 145 FEET NORTH OF THE TELEPHONE LINE, AND APPROX 35 FEET WEST OF
 FP0335'THE CENTER OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0217 ***********************************************************************
 DT0217  DESIGNATION -  F 74
 DT0217  PID         -  DT0217
 DT0217  STATE/COUNTY-  AZ/APACHE
 DT0217  USGS QUAD   -  ALPINE (1991)
 DT0217
 DT0217                         *CURRENT SURVEY CONTROL
 DT0217  ___________________________________________________________________
 DT0217* NAD 83(1986)-  33 49 16.     (N)    109 08 54.     (W)     SCALED    
 DT0217* NAVD 88     -      2484.110  (meters)    8149.95   (feet)  ADJUSTED  
 DT0217  ___________________________________________________________________
 DT0217  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DT0217  DYNAMIC HT  -        2479.991 (meters)    8136.44  (feet)  COMP
 DT0217  MODELED GRAV-     978,888.4   (mgal)                       NAVD 88
 DT0217
 DT0217  VERT ORDER  -  SECOND    CLASS 0
 DT0217
 DT0217.The horizontal coordinates were scaled from a topographic map and have
 DT0217.an estimated accuracy of +/- 6 seconds.
 DT0217
 DT0217.The orthometric height was determined by differential leveling
 DT0217.and adjusted by the National Geodetic Survey in June 1991..
 DT0217
 DT0217.The geoid height was determined by GEOID03.
 DT0217
 DT0217.The dynamic height is computed by dividing the NAVD 88
 DT0217.geopotential number by the normal gravity value computed on the
 DT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0217.degrees latitude (g = 980.6199 gals.).
 DT0217
 DT0217.The modeled gravity was interpolated from observed gravity values.
 DT0217
 DT0217;                    North         East    Units  Estimated Accuracy
 DT0217;SPC AZ E     -   313,280.      307,630.      MT  (+/- 180 meters Scaled)
 DT0217
 DT0217                          SUPERSEDED SURVEY CONTROL
 DT0217
 DT0217  NGVD 29 (??/??/92) 2482.990  (m)         8146.28   (f) ADJ UNCH    2 0
 DT0217
 DT0217.Superseded values are not recommended for survey control.
 DT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0217.See file dsdata.txt to determine how the superseded data were derived.
 DT0217
 DT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC713438(NAD 83)
 DT0217_MARKER: DB = BENCH MARK DISK
 DT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0217_STAMPING: F-74 1934
 DT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0217+STABILITY: SURFACE MOTION
 DT0217
 DT0217  HISTORY     - Date     Condition        Report By
 DT0217  HISTORY     - 1934     MONUMENTED       CGS
 DT0217  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 DT0217
 DT0217                          STATION DESCRIPTION
 DT0217
 DT0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0217'1.9 MI S FROM ALPINE.
 DT0217'1.9 MI SOUTH ON STATE HWY NO. 71.  ABOUT 100 YDS SOUTH OF A ROAD TO
 DT0217'CORONADO LODGE, 18 FEET NORTH OF A LARGE PINE TREE, AND 16 FEET WEST
 DT0217'OF THE CENTERLINE OF THE HIGHWAY.
 DT0217
 DT0217                          STATION RECOVERY (1989)
 DT0217
 DT0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0394 ***********************************************************************
 CG0394  DESIGNATION -  F 76
 CG0394  PID         -  CG0394
 CG0394  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0394  USGS QUAD   -  TUBAC (1981)
 CG0394
 CG0394                         *CURRENT SURVEY CONTROL
 CG0394  ___________________________________________________________________
 CG0394* NAD 83(1986)-  31 32 47.     (N)    111 02 04.     (W)     SCALED    
 CG0394* NAVD 88     -      1007.10   (+/-2cm)    3304.1    (feet)  VERTCON   
 CG0394  ___________________________________________________________________
 CG0394  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0394
 CG0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0394
 CG0394.The horizontal coordinates were scaled from a topographic map and have
 CG0394.an estimated accuracy of +/- 6 seconds.
 CG0394
 CG0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0394.The vertical order pertains to the NGVD 29 superseded value.
 CG0394
 CG0394.The geoid height was determined by GEOID03.
 CG0394
 CG0394;                    North         East    Units  Estimated Accuracy
 CG0394;SPC AZ C     -    60,910.      297,130.      MT  (+/- 180 meters Scaled)
 CG0394
 CG0394                          SUPERSEDED SURVEY CONTROL
 CG0394
 CG0394  NGVD 29 (??/??/92) 1006.24   (m)         3301.3    (f) COMPUTED    2 0
 CG0394
 CG0394.Superseded values are not recommended for survey control.
 CG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0394.See file dsdata.txt to determine how the superseded data were derived.
 CG0394
 CG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV967901(NAD 83)
 CG0394_MARKER: DB = BENCH MARK DISK
 CG0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0394_STAMPING: F-76 1934
 CG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0394+STABILITY: SURFACE MOTION
 CG0394
 CG0394  HISTORY     - Date     Condition        Report By
 CG0394  HISTORY     - 1934     MONUMENTED       CGS
 CG0394  HISTORY     - 1935     GOOD             NGS
 CG0394  HISTORY     - 1953     MARK NOT FOUND   NGS
 CG0394
 CG0394                          STATION DESCRIPTION
 CG0394
 CG0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0394'11.5 MI S FROM AMADO.
 CG0394'11.5 MI. S. ALONG S.P. RY., 1.2 MI. N. OF OTERO, 5 3/4 POLES N. OF
 CG0394'MILE POST 1033, 30FT. S.E. OF THE CENTER LINE OF TRACK WHERE DIM ROAD
 CG0394'CROSSES, 25 FT. E. OF THE CENTER LINE OF THE TRACK, 22 FT. W. OF THE
 CG0394'CENTER LINE OF A CATTLE GUARD, AND 3 FT. N. OF THE FENCE LINE.
 CG0394
 CG0394                          STATION RECOVERY (1953)
 CG0394
 CG0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CG0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0322 ***********************************************************************
 CG0322  DESIGNATION -  F 77
 CG0322  PID         -  CG0322
 CG0322  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0322  USGS QUAD   -  SONOITA (1983)
 CG0322
 CG0322                         *CURRENT SURVEY CONTROL
 CG0322  ___________________________________________________________________
 CG0322* NAD 83(1986)-  31 39 49.     (N)    110 40 53.     (W)     SCALED    
 CG0322* NAVD 88     -      1443.89   (+/-2cm)    4737.2    (feet)  VERTCON   
 CG0322  ___________________________________________________________________
 CG0322  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CG0322
 CG0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0322
 CG0322.The horizontal coordinates were scaled from a topographic map and have
 CG0322.an estimated accuracy of +/- 6 seconds.
 CG0322
 CG0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0322.The vertical order pertains to the NGVD 29 superseded value.
 CG0322
 CG0322.The geoid height was determined by GEOID03.
 CG0322
 CG0322;                    North         East    Units  Estimated Accuracy
 CG0322;SPC AZ C     -    74,230.      330,500.      MT  (+/- 180 meters Scaled)
 CG0322
 CG0322                          SUPERSEDED SURVEY CONTROL
 CG0322
 CG0322  NGVD 29 (??/??/92) 1442.986  (m)         4734.20   (f) ADJ UNCH    2 0
 CG0322
 CG0322.Superseded values are not recommended for survey control.
 CG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0322.See file dsdata.txt to determine how the superseded data were derived.
 CG0322
 CG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA302031(NAD 83)
 CG0322_MARKER: DB = BENCH MARK DISK
 CG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0322_STAMPING: F 77 1934
 CG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0322+STABILITY: SURFACE MOTION
 CG0322
 CG0322  HISTORY     - Date     Condition        Report By
 CG0322  HISTORY     - 1934     MONUMENTED       CGS
 CG0322  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0322
 CG0322                          STATION DESCRIPTION
 CG0322
 CG0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0322'1.9 MI SW FROM SONOITA.
 CG0322'1.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 CG0322'SONOITA, SANTA CRUZ COUNTY, 3 FEET SOUTHWEST OF MILEPOST 1084, 40 FEET
 CG0322'NORTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET SOUTH OF A FENCE
 CG0322'LINE.  A STANDARD DISK, STAMPED F 77 1934 AND SET IN THE TOP OF A
 CG0322'CONCRETE POST.
 CG0322
 CG0322                          STATION RECOVERY (1998)
 CG0322
 CG0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0191 ***********************************************************************
 CF0191  DESIGNATION -  F 78
 CF0191  PID         -  CF0191
 CF0191  STATE/COUNTY-  AZ/COCHISE
 CF0191  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0191
 CF0191                         *CURRENT SURVEY CONTROL
 CF0191  ___________________________________________________________________
 CF0191* NAD 83(1986)-  31 43 38.     (N)    109 51 44.     (W)     SCALED    
 CF0191* NAVD 88     -      1568.31   (+/-2cm)    5145.4    (feet)  VERTCON   
 CF0191  ___________________________________________________________________
 CF0191  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CF0191
 CF0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0191
 CF0191.The horizontal coordinates were scaled from a topographic map and have
 CF0191.an estimated accuracy of +/- 6 seconds.
 CF0191
 CF0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0191.The vertical order pertains to the NGVD 29 superseded value.
 CF0191
 CF0191.The geoid height was determined by GEOID03.
 CF0191
 CF0191;                    North         East    Units  Estimated Accuracy
 CF0191;SPC AZ E     -    80,660.      242,210.      MT  (+/- 180 meters Scaled)
 CF0191
 CF0191                          SUPERSEDED SURVEY CONTROL
 CF0191
 CF0191  NGVD 29 (??/??/92) 1567.414  (m)         5142.42   (f) ADJ UNCH    2 0
 CF0191
 CF0191.Superseded values are not recommended for survey control.
 CF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0191.See file dsdata.txt to determine how the superseded data were derived.
 CF0191
 CF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA077107(NAD 83)
 CF0191_MARKER: DB = BENCH MARK DISK
 CF0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0191_STAMPING: F 78 1934
 CF0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0191+STABILITY: SURFACE MOTION
 CF0191
 CF0191  HISTORY     - Date     Condition        Report By
 CF0191  HISTORY     - 1934     MONUMENTED       CGS
 CF0191  HISTORY     - 1958     POOR             NGS
 CF0191
 CF0191                          STATION DESCRIPTION
 CF0191
 CF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0191'2 MI W FROM GLEASON.
 CF0191'2.0 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0191'0.5 MILE SOUTHWEST OF AN OLD WINDMILL TOWER, 0.1 MILE SOUTHWEST OF A
 CF0191'CATTLEGUARD, ABOUT 100 YARDS NORTH OF A DIM SIDE ROAD, AND 42 FEET
 CF0191'NORTHEAST OF THE CENTERLINE OF THE TOMBSTONE ROAD.  A STANDARD DISK,
 CF0191'STAMPED F 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0191
 CF0191                          STATION RECOVERY (1958)
 CF0191
 CF0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CF0191'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0147 ***********************************************************************
 CG0147  DESIGNATION -  F 79
 CG0147  PID         -  CG0147
 CG0147  STATE/COUNTY-  AZ/COCHISE
 CG0147  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0147
 CG0147                         *CURRENT SURVEY CONTROL
 CG0147  ___________________________________________________________________
 CG0147* NAD 83(1986)-  31 32 41.     (N)    110 07 49.     (W)     SCALED    
 CG0147* NAVD 88     -      1242.52   (+/-2cm)    4076.5    (feet)  VERTCON   
 CG0147  ___________________________________________________________________
 CG0147  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0147
 CG0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0147
 CG0147.The horizontal coordinates were scaled from a topographic map and have
 CG0147.an estimated accuracy of +/- 6 seconds.
 CG0147
 CG0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0147.The vertical order pertains to the NGVD 29 superseded value.
 CG0147
 CG0147.The geoid height was determined by GEOID03.
 CG0147
 CG0147;                    North         East    Units  Estimated Accuracy
 CG0147;SPC AZ E     -    60,390.      216,820.      MT  (+/- 180 meters Scaled)
 CG0147
 CG0147                          SUPERSEDED SURVEY CONTROL
 CG0147
 CG0147  NGVD 29 (??/??/92) 1241.690  (m)         4073.78   (f) ADJ UNCH    2 0
 CG0147
 CG0147.Superseded values are not recommended for survey control.
 CG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0147.See file dsdata.txt to determine how the superseded data were derived.
 CG0147
 CG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV825903(NAD 83)
 CG0147_MARKER: DB = BENCH MARK DISK
 CG0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0147_SP_SET: BRIDGE
 CG0147_STAMPING: F 79 1934
 CG0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0147+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 CG0147
 CG0147  HISTORY     - Date     Condition        Report By
 CG0147  HISTORY     - 1934     MONUMENTED       CGS
 CG0147  HISTORY     - 20020410 GOOD             INDIV
 CG0147
 CG0147                          STATION DESCRIPTION
 CG0147
 CG0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0147'2.3 MI SE FROM LEWIS SPRINGS.
 CG0147'2.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0147'STATION AT LEWIS SPRINGS, COCHISE COUNTY, AT BRIDGE 1061.29, IN THE
 CG0147'TOP OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 8 FEET NORTHWEST OF
 CG0147'THE SOUTHEAST END, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0147'TRACK.  A STANDARD DISK, STAMPED F 79 1934.
 CG0147
 CG0147                          STATION RECOVERY (2002)
 CG0147
 CG0147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0147'MONUMENT IS IN TOP OF SOUTHWEST HEADWALL OF BRIDGE 1061.29.  9 FEET
 CG0147'NORTHWESTERLY FROM SOUTH END AND 16 FEET SOUTHWESTERLY FROM CENTERLINE
 CG0147'OF TRACKS.  MARK IS APPROXIMATELY 3/4 MILES SOUTHEASTERLY ALONG TRACKS
 CG0147'FROM BRIDGE CROSSING SR 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0286 ***********************************************************************
 DB0286  DESIGNATION -  F 8
 DB0286  PID         -  DB0286
 DB0286  STATE/COUNTY-  AZ/YUMA
 DB0286  USGS QUAD   -  DOME (1991)
 DB0286
 DB0286                         *CURRENT SURVEY CONTROL
 DB0286  ___________________________________________________________________
 DB0286* NAD 83(1986)-  32 45 20.     (N)    114 21 44.     (W)     SCALED    
 DB0286* NAVD 88     -        58.96   (+/-2cm)     193.4    (feet)  VERTCON   
 DB0286  ___________________________________________________________________
 DB0286  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0286
 DB0286  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0286
 DB0286.The horizontal coordinates were scaled from a topographic map and have
 DB0286.an estimated accuracy of +/- 6 seconds.
 DB0286
 DB0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0286.The vertical order pertains to the NGVD 29 superseded value.
 DB0286
 DB0286.The geoid height was determined by GEOID03.
 DB0286
 DB0286;                    North         East    Units  Estimated Accuracy
 DB0286;SPC AZ W     -   194,820.      155,990.      MT  (+/- 180 meters Scaled)
 DB0286
 DB0286                          SUPERSEDED SURVEY CONTROL
 DB0286
 DB0286  NGVD 29 (??/??/??)   58.302  (m)          191.28   (f) ADJUSTED    1 2
 DB0286
 DB0286.Superseded values are not recommended for survey control.
 DB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0286.See file dsdata.txt to determine how the superseded data were derived.
 DB0286
 DB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS471272(NAD 83)
 DB0286_MARKER: DB = BENCH MARK DISK
 DB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0286_STAMPING: 191.279 F 8 1927
 DB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0286+STABILITY: SURFACE MOTION
 DB0286
 DB0286  HISTORY     - Date     Condition        Report By
 DB0286  HISTORY     - 1927     MONUMENTED       CGS
 DB0286  HISTORY     - 1967     GOOD             NGS
 DB0286  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0286
 DB0286                          STATION DESCRIPTION
 DB0286
 DB0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0286'AT DOME.
 DB0286'AT DOME, YUMA COUNTY, 200 FT + NORTHWEST OF POSTOFFICE BLDG.
 DB0286'29 FT NORTHEASTERLY FROM THE TELEGRAPH POLE, 23 FT NORTHEASTERLY
 DB0286'FROM TELEGRAPH LINE, 64 FT NORTHEASTERLY FROM THE CENTERLINE OF
 DB0286'THE MAIN TRACK OF THE SOUTHERN PACIFIC CO. RAILROAD.  (STATION AND
 DB0286'SEMAPHORES 7533 AND 7532 HAVE BEEN REMOVED) SET IN THE TOP OF A
 DB0286'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DB0286
 DB0286                          STATION RECOVERY (2004)
 DB0286
 DB0286'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0182 ***********************************************************************
 CF0182  DESIGNATION -  F 80
 CF0182  PID         -  CF0182
 CF0182  STATE/COUNTY-  AZ/COCHISE
 CF0182  USGS QUAD   -  MC NEAL (1986)
 CF0182
 CF0182                         *CURRENT SURVEY CONTROL
 CF0182  ___________________________________________________________________
 CF0182* NAD 83(1986)-  31 36 40.     (N)    109 40 12.     (W)     SCALED    
 CF0182* NAVD 88     -      1267.92   (+/-2cm)    4159.8    (feet)  VERTCON   
 CF0182  ___________________________________________________________________
 CF0182  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0182
 CF0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0182
 CF0182.The horizontal coordinates were scaled from a topographic map and have
 CF0182.an estimated accuracy of +/- 6 seconds.
 CF0182
 CF0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0182.The vertical order pertains to the NGVD 29 superseded value.
 CF0182
 CF0182.The geoid height was determined by GEOID03.
 CF0182
 CF0182;                    North         East    Units  Estimated Accuracy
 CF0182;SPC AZ E     -    67,860.      260,480.      MT  (+/- 180 meters Scaled)
 CF0182
 CF0182                          SUPERSEDED SURVEY CONTROL
 CF0182
 CF0182  NGVD 29 (??/??/92) 1267.095  (m)         4157.13   (f) ADJ UNCH    2 0
 CF0182
 CF0182.Superseded values are not recommended for survey control.
 CF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0182.See file dsdata.txt to determine how the superseded data were derived.
 CF0182
 CF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV261980(NAD 83)
 CF0182_MARKER: DB = BENCH MARK DISK
 CF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0182_STAMPING: F 80 1934
 CF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0182+STABILITY: SURFACE MOTION
 CF0182
 CF0182  HISTORY     - Date     Condition        Report By
 CF0182  HISTORY     - 1934     MONUMENTED       CGS
 CF0182  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0182  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0182
 CF0182                          STATION DESCRIPTION
 CF0182
 CF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0182'0.4 MI N FROM MCNEAL.
 CF0182'0.4 MILE NORTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY, 0.2
 CF0182'MILE NORTH OF A RANCH HOUSE AND A WINDMILL, 42 FEET NORTHWEST OF A
 CF0182'POLE, AND 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CF0182'DISK, STAMPED F 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0182
 CF0182                          STATION RECOVERY (1980)
 CF0182
 CF0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0182'SEARCHED FOR BUT NOT FOUND, NEW HIGHWAY BUILT.
 CF0182
 CF0182                          STATION RECOVERY (1981)
 CF0182
 CF0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0123 ***********************************************************************
 CF0123  DESIGNATION -  F 81
 CF0123  PID         -  CF0123
 CF0123  STATE/COUNTY-  AZ/COCHISE
 CF0123  USGS QUAD   -  BISBEE SE (1958)
 CF0123
 CF0123                         *CURRENT SURVEY CONTROL
 CF0123  ___________________________________________________________________
 CF0123* NAD 83(1986)-  31 20 38.     (N)    109 50 54.     (W)     SCALED    
 CF0123* NAVD 88     -      1410.58   (+/-2cm)    4627.9    (feet)  VERTCON   
 CF0123  ___________________________________________________________________
 CF0123  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CF0123
 CF0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0123
 CF0123.The horizontal coordinates were scaled from a topographic map and have
 CF0123.an estimated accuracy of +/- 6 seconds.
 CF0123
 CF0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0123.The vertical order pertains to the NGVD 29 superseded value.
 CF0123
 CF0123.The geoid height was determined by GEOID03.
 CF0123
 CF0123;                    North         East    Units  Estimated Accuracy
 CF0123;SPC AZ E     -    38,170.      243,650.      MT  (+/- 180 meters Scaled)
 CF0123
 CF0123                          SUPERSEDED SURVEY CONTROL
 CF0123
 CF0123  NGVD 29 (??/??/92) 1409.741  (m)         4625.13   (f) ADJ UNCH    2 0
 CF0123
 CF0123.Superseded values are not recommended for survey control.
 CF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0123.See file dsdata.txt to determine how the superseded data were derived.
 CF0123
 CF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV095682(NAD 83)
 CF0123_MARKER: DB = BENCH MARK DISK
 CF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0123_STAMPING: F 81 1934
 CF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0123+STABILITY: SURFACE MOTION
 CF0123
 CF0123  HISTORY     - Date     Condition        Report By
 CF0123  HISTORY     - 1934     MONUMENTED       CGS
 CF0123
 CF0123                          STATION DESCRIPTION
 CF0123
 CF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0123'6.4 MI E FROM NACO.
 CF0123'6.4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0123'STATION AT NACO, COCHISE COUNTY, AT A DIRT-ROAD CROSSING, 90 FEET WEST
 CF0123'OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE
 CF0123'TRACK, 40 FEET NORTHEAST OF BRIDGE 1087.47, 10 FEET NORTH OF A
 CF0123'CATTLEGUARD, AND 3 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED F
 CF0123'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0080 ***********************************************************************
 DA0080  DESIGNATION -  F 83
 DA0080  PID         -  DA0080
 DA0080  STATE/COUNTY-  AZ/PINAL
 DA0080  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0080
 DA0080                         *CURRENT SURVEY CONTROL
 DA0080  ___________________________________________________________________
 DA0080* NAD 83(1986)-  32 52 05.     (N)    112 03 43.     (W)     SCALED    
 DA0080* NAVD 88     -       438.44   (+/-2cm)    1438.4    (feet)  VERTCON   
 DA0080  ___________________________________________________________________
 DA0080  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0080
 DA0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0080
 DA0080.The horizontal coordinates were scaled from a topographic map and have
 DA0080.an estimated accuracy of +/- 6 seconds.
 DA0080
 DA0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0080.The vertical order pertains to the NGVD 29 superseded value.
 DA0080
 DA0080.The geoid height was determined by GEOID03.
 DA0080
 DA0080;                    North         East    Units  Estimated Accuracy
 DA0080;SPC AZ C     -   207,130.      199,770.      MT  (+/- 180 meters Scaled)
 DA0080
 DA0080                          SUPERSEDED SURVEY CONTROL
 DA0080
 DA0080  NGVD 29 (??/??/92)  437.845  (m)         1436.50   (f) ADJ UNCH    2 0
 DA0080
 DA0080.Superseded values are not recommended for survey control.
 DA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0080.See file dsdata.txt to determine how the superseded data were derived.
 DA0080
 DA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB006371(NAD 83)
 DA0080_MARKER: DB = BENCH MARK DISK
 DA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0080_STAMPING: F 83 1935
 DA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0080+STABILITY: SURFACE MOTION
 DA0080
 DA0080  HISTORY     - Date     Condition        Report By
 DA0080  HISTORY     - 1935     MONUMENTED       CGS
 DA0080  HISTORY     - 1951     GOOD             NGS
 DA0080  HISTORY     - 1975     GOOD             NGS
 DA0080  HISTORY     - 1977     GOOD             USGS
 DA0080
 DA0080                          STATION DESCRIPTION
 DA0080
 DA0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0080'5.7 MI W FROM STANFIELD.
 DA0080'5.7 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0080'STANFIELD, AT A POINT WHERE A TRACK ROAD, PARALLELLING THE FENCE,
 DA0080'DEPARTS AND LEADS NORTHWEST, ABOUT 45 FEET NORTHEAST AND ACROSS THE
 DA0080'HIGHWAY FROM MILE POST 160, 57.0 FEET NORTH OF THE CENTER LINE OF THE
 DA0080'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.5 FEET NORTH
 DA0080'OF A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0080'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0080'WITH THE HIGHWAY.
 DA0080
 DA0080                          STATION RECOVERY (1975)
 DA0080
 DA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DA0080'RECOVERED IN GOOD CONDITION.
 DA0080
 DA0080                          STATION RECOVERY (1977)
 DA0080
 DA0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0080'STANFIELD POST OFFICE, 6.15 MI W. AND SW. OF ALONG HWY. 84. NEAR
 DA0080'MILEPOST 160 AND AT T-TRACK RD. NW. 57 FT N. OF CENTERLINE OF THE
 DA0080'HWY., 25 FT NE OF THE CENTERLINE OF TRACK RD., AND ABOUT LEVEL WITH
 DA0080'HWY. SURFACE. IN CONCRETE POST PROJECTING 0.3 ABOVE GROUND. A NGS
 DA0080'DISK STAMPED, F83 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1240 ***********************************************************************
 CZ1240  DESIGNATION -  F 84
 CZ1240  PID         -  CZ1240
 CZ1240  STATE/COUNTY-  AZ/PINAL
 CZ1240  USGS QUAD   -  CHUICHU (1992)
 CZ1240
 CZ1240                         *CURRENT SURVEY CONTROL
 CZ1240  ___________________________________________________________________
 CZ1240* NAD 83(1986)-  32 45 45.     (N)    111 45 24.     (W)     SCALED    
 CZ1240* NAVD 88     -       440.70   (+/-2cm)    1445.9    (feet)  VERTCON   
 CZ1240  ___________________________________________________________________
 CZ1240  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1240
 CZ1240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1240
 CZ1240.The horizontal coordinates were scaled from a topographic map and have
 CZ1240.an estimated accuracy of +/- 6 seconds.
 CZ1240
 CZ1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1240.The vertical order pertains to the NGVD 29 superseded value.
 CZ1240
 CZ1240.The geoid height was determined by GEOID03.
 CZ1240
 CZ1240;                    North         East    Units  Estimated Accuracy
 CZ1240;SPC AZ C     -   195,430.      228,350.      MT  (+/- 180 meters Scaled)
 CZ1240
 CZ1240                          SUPERSEDED SURVEY CONTROL
 CZ1240
 CZ1240  NGVD 29 (??/??/92)  440.102  (m)         1443.90   (f) ADJ UNCH    2 0
 CZ1240
 CZ1240.Superseded values are not recommended for survey control.
 CZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1240.See file dsdata.txt to determine how the superseded data were derived.
 CZ1240
 CZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291252(NAD 83)
 CZ1240_MARKER: DB = BENCH MARK DISK
 CZ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1240_STAMPING: F 84 1935
 CZ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1240+STABILITY: SURFACE MOTION
 CZ1240
 CZ1240  HISTORY     - Date     Condition        Report By
 CZ1240  HISTORY     - 1935     MONUMENTED       CGS
 CZ1240  HISTORY     - 1939     GOOD             NGS
 CZ1240
 CZ1240                          STATION DESCRIPTION
 CZ1240
 CZ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CZ1240'1.9 MI N FROM CHUI CHUISCHU.
 CZ1240'1.9 MILES NORTH ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 CZ1240'CHURCH AT CHUI CHUISCHU (CHUICHU), PINAL COUNTY, 1.0 MILE SOUTH OF THE
 CZ1240'NORTHEAST BOUNDARY ENTRANCE TO THE PAPAGO INDIAN RESERVATION, 120
 CZ1240'YARDS NORTH OF A WASH WHICH CROSSES THE ROAD, AND 50 FEET WEST OF THE
 CZ1240'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 84 1935 AND SET IN
 CZ1240'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0253 ***********************************************************************
 DA0253  DESIGNATION -  F 85
 DA0253  PID         -  DA0253
 DA0253  STATE/COUNTY-  AZ/PIMA
 DA0253  USGS QUAD   -  GURLI PUT VO (1990)
 DA0253
 DA0253                         *CURRENT SURVEY CONTROL
 DA0253  ___________________________________________________________________
 DA0253* NAD 83(1986)-  32 13 15.     (N)    112 05 26.     (W)     SCALED    
 DA0253* NAVD 88     -       656.15   (+/-2cm)    2152.7    (feet)  VERTCON   
 DA0253  ___________________________________________________________________
 DA0253  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0253
 DA0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0253
 DA0253.The horizontal coordinates were scaled from a topographic map and have
 DA0253.an estimated accuracy of +/- 6 seconds.
 DA0253
 DA0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0253.The vertical order pertains to the NGVD 29 superseded value.
 DA0253
 DA0253.The geoid height was determined by GEOID03.
 DA0253
 DA0253;                    North         East    Units  Estimated Accuracy
 DA0253;SPC AZ C     -   135,370.      196,970.      MT  (+/- 180 meters Scaled)
 DA0253
 DA0253                          SUPERSEDED SURVEY CONTROL
 DA0253
 DA0253  NGVD 29 (??/??/92)  655.472  (m)         2150.49   (f) ADJ UNCH    2 0
 DA0253
 DA0253.Superseded values are not recommended for survey control.
 DA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0253.See file dsdata.txt to determine how the superseded data were derived.
 DA0253
 DA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA972654(NAD 83)
 DA0253_MARKER: DB = BENCH MARK DISK
 DA0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0253_STAMPING: F 85 1935
 DA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0253+STABILITY: SURFACE MOTION
 DA0253
 DA0253  HISTORY     - Date     Condition        Report By
 DA0253  HISTORY     - 1935     MONUMENTED       CGS
 DA0253  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA0253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0253
 DA0253                          STATION DESCRIPTION
 DA0253
 DA0253'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA0253'5.0 MI NE FROM COVERED WELLS.
 DA0253'5.0 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0253'GRAVEYARD AT COVERED WELLS, PIMA COUNTY, MIDWAY BETWEEN TWO WASHES
 DA0253'WHICH CROSS THE ROAD 200 FEET APART, 100 YARDS NORTHEAST OF A ROAD
 DA0253'CURVE TO THE WEST, 110 FEET NORTH OF A TELEPHONE LINE, AND 36 FEET
 DA0253'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 85
 DA0253'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0253
 DA0253                          STATION RECOVERY (1988)
 DA0253
 DA0253'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0041 ***********************************************************************
 DA0041  DESIGNATION -  F 86
 DA0041  PID         -  DA0041
 DA0041  STATE/COUNTY-  AZ/PINAL
 DA0041  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0041
 DA0041                         *CURRENT SURVEY CONTROL
 DA0041  ___________________________________________________________________
 DA0041* NAD 83(1986)-  32 38 41.     (N)    112 10 47.     (W)     SCALED    
 DA0041* NAVD 88     -       619.62   (+/-2cm)    2032.9    (feet)  VERTCON   
 DA0041  ___________________________________________________________________
 DA0041  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0041
 DA0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0041
 DA0041.The horizontal coordinates were scaled from a topographic map and have
 DA0041.an estimated accuracy of +/- 6 seconds.
 DA0041
 DA0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0041.The vertical order pertains to the NGVD 29 superseded value.
 DA0041
 DA0041.The geoid height was determined by GEOID03.
 DA0041
 DA0041;                    North         East    Units  Estimated Accuracy
 DA0041;SPC AZ C     -   182,390.      188,680.      MT  (+/- 180 meters Scaled)
 DA0041
 DA0041                          SUPERSEDED SURVEY CONTROL
 DA0041
 DA0041  NGVD 29 (??/??/92)  618.943  (m)         2030.65   (f) ADJ UNCH    2 0
 DA0041
 DA0041.Superseded values are not recommended for survey control.
 DA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0041.See file dsdata.txt to determine how the superseded data were derived.
 DA0041
 DA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893125(NAD 83)
 DA0041_MARKER: DB = BENCH MARK DISK
 DA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0041_STAMPING: F 86 1935
 DA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0041+STABILITY: SURFACE MOTION
 DA0041
 DA0041  HISTORY     - Date     Condition        Report By
 DA0041  HISTORY     - 1935     MONUMENTED       CGS
 DA0041  HISTORY     - 1952     GOOD             NGS
 DA0041
 DA0041                          STATION DESCRIPTION
 DA0041
 DA0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0041'5.1 MI NW FROM BITTER WELL.
 DA0041'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0041'1.9 MILE NORTHWEST ALONG A TRACK ROAD, AT A BARREN PATCH, SURROUNDED
 DA0041'WITH MESQUITE, ON THE OUTSIDE OF A CURVE, 12 FEET EAST OF THE CENTER
 DA0041'LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE
 DA0041'TOP OF A CONCRETE POST, PROJECTING 0.4 FEET ABOVE THE GROUND, AND
 DA0041'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0042 ***********************************************************************
 DA0042  DESIGNATION -  F 86 RM
 DA0042  PID         -  DA0042
 DA0042  STATE/COUNTY-  AZ/PINAL
 DA0042  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0042
 DA0042                         *CURRENT SURVEY CONTROL
 DA0042  ___________________________________________________________________
 DA0042* NAD 83(1986)-  32 38 41.     (N)    112 10 48.     (W)     SCALED    
 DA0042* NAVD 88     -       619.60   (+/-2cm)    2032.8    (feet)  VERTCON   
 DA0042  ___________________________________________________________________
 DA0042  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0042
 DA0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0042
 DA0042.The horizontal coordinates were scaled from a topographic map and have
 DA0042.an estimated accuracy of +/- 6 seconds.
 DA0042
 DA0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0042.The vertical order pertains to the NGVD 29 superseded value.
 DA0042
 DA0042.The geoid height was determined by GEOID03.
 DA0042
 DA0042;                    North         East    Units  Estimated Accuracy
 DA0042;SPC AZ C     -   182,390.      188,660.      MT  (+/- 180 meters Scaled)
 DA0042
 DA0042                          SUPERSEDED SURVEY CONTROL
 DA0042
 DA0042  NGVD 29 (??/??/92)  618.927  (m)         2030.60   (f) ADJ UNCH    2 0
 DA0042
 DA0042.Superseded values are not recommended for survey control.
 DA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0042.See file dsdata.txt to determine how the superseded data were derived.
 DA0042
 DA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893125(NAD 83)
 DA0042_MARKER: B = BOLT
 DA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0042+STABILITY: SURFACE MOTION
 DA0042
 DA0042  HISTORY     - Date     Condition        Report By
 DA0042  HISTORY     - UNK      MONUMENTED       USGS
 DA0042  HISTORY     - 1952     GOOD             NGS
 DA0042
 DA0042                          STATION DESCRIPTION
 DA0042
 DA0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0042'5.1 MI NW FROM BITTER WELL.
 DA0042'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0042'1.9 MILE NORTHWEST ALONG A TRACK ROAD, AT A BARREN PATCH, AT A CURVE,
 DA0042'78.3 FEET NORTHWEST OF B M F 86, 75 1/2 FEET NORTHEAST OF THE CENTER
 DA0042'LINE OF THE ROAD, AND AN IRON BOLT IN THE TOP OF A CONCRETE POST
 DA0042'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1139 ***********************************************************************
 CZ1139  DESIGNATION -  F 88
 CZ1139  PID         -  CZ1139
 CZ1139  STATE/COUNTY-  AZ/PINAL
 CZ1139  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1139
 CZ1139                         *CURRENT SURVEY CONTROL
 CZ1139  ___________________________________________________________________
 CZ1139* NAD 83(1986)-  32 46 03.     (N)    111 54 47.     (W)     SCALED    
 CZ1139* NAVD 88     -       420.94   (+/-2cm)    1381.0    (feet)  VERTCON   
 CZ1139  ___________________________________________________________________
 CZ1139  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1139
 CZ1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1139
 CZ1139.The horizontal coordinates were scaled from a topographic map and have
 CZ1139.an estimated accuracy of +/- 6 seconds.
 CZ1139
 CZ1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1139.The vertical order pertains to the NGVD 29 superseded value.
 CZ1139
 CZ1139.The geoid height was determined by GEOID03.
 CZ1139
 CZ1139;                    North         East    Units  Estimated Accuracy
 CZ1139;SPC AZ C     -   195,970.      213,700.      MT  (+/- 180 meters Scaled)
 CZ1139
 CZ1139                          SUPERSEDED SURVEY CONTROL
 CZ1139
 CZ1139  NGVD 29 (??/??/92)  420.337  (m)         1379.06   (f) ADJ UNCH    2 0
 CZ1139
 CZ1139.Superseded values are not recommended for survey control.
 CZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1139.See file dsdata.txt to determine how the superseded data were derived.
 CZ1139
 CZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB144258(NAD 83)
 CZ1139_MARKER: DB = BENCH MARK DISK
 CZ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1139_STAMPING: F 88 1935
 CZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1139+STABILITY: SURFACE MOTION
 CZ1139
 CZ1139  HISTORY     - Date     Condition        Report By
 CZ1139  HISTORY     - 1935     MONUMENTED       CGS
 CZ1139  HISTORY     - 1951     GOOD             NGS
 CZ1139  HISTORY     - 1977     GOOD             USGS
 CZ1139
 CZ1139                          STATION DESCRIPTION
 CZ1139
 CZ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1139'4.2 MI N FROM COCKLEBUR.
 CZ1139'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1139'VILLAGE OF COCKLEBUR, AT AN ACCESS GATE IN THE NORTH BOUNDARY FENCE OF
 CZ1139'THE PAPAGO INDIAN RESERVATION, 14 1/2 FEET EAST OF THE CENTER LINE OF
 CZ1139'THE GATE, 1.2 FEET SOUTH OF THE FENCE, 2.1 FEET WEST OF A WITNESS
 CZ1139'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 CZ1139'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1139
 CZ1139                          STATION RECOVERY (1977)
 CZ1139
 CZ1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1139'ACCESS GATE HAS BEEN REMOVED. ABOUT 375 FT W. OF SEC. COR. 35, T7S
 CZ1139'R4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0007 ***********************************************************************
 DA0007  DESIGNATION -  F 89
 DA0007  PID         -  DA0007
 DA0007  STATE/COUNTY-  AZ/MARICOPA
 DA0007  USGS QUAD   -  CONLEY WELL (1979)
 DA0007
 DA0007                         *CURRENT SURVEY CONTROL
 DA0007  ___________________________________________________________________
 DA0007* NAD 83(1986)-  32 56 33.     (N)    112 17 20.     (W)     SCALED    
 DA0007* NAVD 88     -       490.90   (+/-2cm)    1610.6    (feet)  VERTCON   
 DA0007  ___________________________________________________________________
 DA0007  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0007
 DA0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0007
 DA0007.The horizontal coordinates were scaled from a topographic map and have
 DA0007.an estimated accuracy of +/- 6 seconds.
 DA0007
 DA0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0007.The vertical order pertains to the NGVD 29 superseded value.
 DA0007
 DA0007.The geoid height was determined by GEOID03.
 DA0007
 DA0007;                    North         East    Units  Estimated Accuracy
 DA0007;SPC AZ C     -   215,440.      178,560.      MT  (+/- 180 meters Scaled)
 DA0007
 DA0007                          SUPERSEDED SURVEY CONTROL
 DA0007
 DA0007  NGVD 29 (??/??/92)  490.258  (m)         1608.45   (f) ADJ UNCH    2 0
 DA0007
 DA0007.Superseded values are not recommended for survey control.
 DA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0007.See file dsdata.txt to determine how the superseded data were derived.
 DA0007
 DA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795456(NAD 83)
 DA0007_MARKER: DB = BENCH MARK DISK
 DA0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0007_STAMPING: F 89 1935
 DA0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0007+STABILITY: SURFACE MOTION
 DA0007
 DA0007  HISTORY     - Date     Condition        Report By
 DA0007  HISTORY     - 1935     MONUMENTED       CGS
 DA0007  HISTORY     - 1977     GOOD             USGS
 DA0007
 DA0007                          STATION DESCRIPTION
 DA0007
 DA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0007'32.2 MI NE FROM GILDA.
 DA0007'32.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0007'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0007'MILES EAST ALONG STATE HIGHWAY 84, THENCE 6.9 MILES NORTH ALONG A DIRT
 DA0007'ROAD LEADING TO MOBILE.  IT IS AT THE TOP OF A SMALL SAND RIDGE, NEAR
 DA0007'THE BASE OF SOME HILLS TO THE WEST, AND 15 FEET EAST OF THE CENTERLINE
 DA0007'OF THE ROAD.  A STANDARD DISK, STAMPED F 89 1935 AND SET IN THE TOP OF
 DA0007'A CONCRETE POST.
 DA0007
 DA0007                          STATION RECOVERY (1977)
 DA0007
 DA0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0007'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0007'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0007'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0007'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0007'THENCE N. ALONG A SECTION LINE RD. FOR 3.0 MI, ABOUT 150 FT N. OF SEC
 DA0007'COR 31/T5S/R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1035 ***********************************************************************
 DA1035  DESIGNATION -  F 9
 DA1035  PID         -  DA1035
 DA1035  STATE/COUNTY-  AZ/YUMA
 DA1035  USGS QUAD   -  TEXAS HILL (1982)
 DA1035
 DA1035                         *CURRENT SURVEY CONTROL
 DA1035  ___________________________________________________________________
 DA1035* NAD 83(1986)-  32 51 44.     (N)    113 41 25.     (W)     SCALED    
 DA1035* NAVD 88     -       117.95   (+/-2cm)     387.0    (feet)  VERTCON   
 DA1035  ___________________________________________________________________
 DA1035  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DA1035
 DA1035  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1035
 DA1035.The horizontal coordinates were scaled from a topographic map and have
 DA1035.an estimated accuracy of +/- 6 seconds.
 DA1035
 DA1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1035.The vertical order pertains to the NGVD 29 superseded value.
 DA1035
 DA1035.The geoid height was determined by GEOID03.
 DA1035
 DA1035;                    North         East    Units  Estimated Accuracy
 DA1035;SPC AZ W     -   206,480.      218,950.      MT  (+/- 180 meters Scaled)
 DA1035
 DA1035                          SUPERSEDED SURVEY CONTROL
 DA1035
 DA1035  NGVD 29 (??/??/92)  117.330  (m)          384.94   (f) ADJ UNCH    1 2
 DA1035
 DA1035.Superseded values are not recommended for survey control.
 DA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1035.See file dsdata.txt to determine how the superseded data were derived.
 DA1035
 DA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB482392(NAD 83)
 DA1035_MARKER: DB = BENCH MARK DISK
 DA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1035_STAMPING: 384.940 F 9 1927
 DA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1035+STABILITY: SURFACE MOTION
 DA1035
 DA1035  HISTORY     - Date     Condition        Report By
 DA1035  HISTORY     - 1927     MONUMENTED       CGS
 DA1035  HISTORY     - 1958     GOOD             NGS
 DA1035
 DA1035                          STATION DESCRIPTION
 DA1035
 DA1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DA1035'22.2 MI SW FROM HYDER.
 DA1035'22.2 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1035'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 25 FEET
 DA1035'EAST OF THE FOURTH POLE NORTHEAST OF MILEPOST 800, 11 POLES NORTHEAST
 DA1035'OF AN ABANDONED HIGHWAY CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE
 DA1035'OF THE TRACK, JUST INSIDE THE RIGHT OF WAY FENCE, AND LEVEL WITH THE
 DA1035'TRACK.  A STANDARD DISK, STAMPED 387.940 F 9 1927 AND SET IN THE TOP
 DA1035'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0286 ***********************************************************************
 DA0286  DESIGNATION -  F 90
 DA0286  PID         -  DA0286
 DA0286  STATE/COUNTY-  AZ/PIMA
 DA0286  USGS QUAD   -  VENTANA (1990)
 DA0286
 DA0286                         *CURRENT SURVEY CONTROL
 DA0286  ___________________________________________________________________
 DA0286* NAD 83(1986)-  32 25 44.     (N)    112 10 47.     (W)     SCALED    
 DA0286* NAVD 88     -       682.21   (+/-2cm)    2238.2    (feet)  VERTCON   
 DA0286  ___________________________________________________________________
 DA0286  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0286
 DA0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0286
 DA0286.The horizontal coordinates were scaled from a topographic map and have
 DA0286.an estimated accuracy of +/- 6 seconds.
 DA0286
 DA0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0286.The vertical order pertains to the NGVD 29 superseded value.
 DA0286
 DA0286.The geoid height was determined by GEOID03.
 DA0286
 DA0286;                    North         East    Units  Estimated Accuracy
 DA0286;SPC AZ C     -   158,450.      188,620.      MT  (+/- 180 meters Scaled)
 DA0286
 DA0286                          SUPERSEDED SURVEY CONTROL
 DA0286
 DA0286  NGVD 29 (??/??/92)  681.522  (m)         2235.96   (f) ADJ UNCH    2 0
 DA0286
 DA0286.Superseded values are not recommended for survey control.
 DA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0286.See file dsdata.txt to determine how the superseded data were derived.
 DA0286
 DA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA890885(NAD 83)
 DA0286_MARKER: DB = BENCH MARK DISK
 DA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0286_STAMPING: F 90 1935
 DA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0286+STABILITY: SURFACE MOTION
 DA0286
 DA0286  HISTORY     - Date     Condition        Report By
 DA0286  HISTORY     - 1935     MONUMENTED       CGS
 DA0286  HISTORY     - 1952     GOOD             NGS
 DA0286
 DA0286                          STATION DESCRIPTION
 DA0286
 DA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0286'5.5 MI E FROM VENTANA.
 DA0286'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0286'THENCE 1.75 MILES SOUTH ALONG A TRACK ROAD, ABOUT 150 YARDS NORTH OF
 DA0286'THE CROSSING OF A WIRE GATE, BETWEEN THE ROAD AND A SMALL GRAVEL WASH,
 DA0286'38 FEET SOUTHEAST AND ACROSS THE ROAD FROM A GIANT SAGUARO, 24 1/2
 DA0286'FEET NORTHWEST OF THE CENTER LINE OF A WASH, 17 FEET EAST OF THE
 DA0286'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A
 DA0286'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 DA0286'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0934 ***********************************************************************
 CZ0934  DESIGNATION -  F 91
 CZ0934  PID         -  CZ0934
 CZ0934  STATE/COUNTY-  AZ/PIMA
 CZ0934  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0934
 CZ0934                         *CURRENT SURVEY CONTROL
 CZ0934  ___________________________________________________________________
 CZ0934* NAD 83(1986)-  32 18 52.     (N)    111 55 27.     (W)     SCALED    
 CZ0934* NAVD 88     -       548.66   (+/-2cm)    1800.1    (feet)  VERTCON   
 CZ0934  ___________________________________________________________________
 CZ0934  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 CZ0934
 CZ0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0934
 CZ0934.The horizontal coordinates were scaled from a topographic map and have
 CZ0934.an estimated accuracy of +/- 6 seconds.
 CZ0934
 CZ0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0934.The vertical order pertains to the NGVD 29 superseded value.
 CZ0934
 CZ0934.The geoid height was determined by GEOID03.
 CZ0934
 CZ0934;                    North         East    Units  Estimated Accuracy
 CZ0934;SPC AZ C     -   145,730.      212,650.      MT  (+/- 180 meters Scaled)
 CZ0934
 CZ0934                          SUPERSEDED SURVEY CONTROL
 CZ0934
 CZ0934  NGVD 29 (??/??/92)  548.046  (m)         1798.05   (f) ADJ UNCH    2 0
 CZ0934
 CZ0934.Superseded values are not recommended for survey control.
 CZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0934.See file dsdata.txt to determine how the superseded data were derived.
 CZ0934
 CZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA130756(NAD 83)
 CZ0934_MARKER: DB = BENCH MARK DISK
 CZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0934_STAMPING: F 91 1935
 CZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0934+STABILITY: SURFACE MOTION
 CZ0934
 CZ0934  HISTORY     - Date     Condition        Report By
 CZ0934  HISTORY     - 1935     MONUMENTED       CGS
 CZ0934  HISTORY     - 1952     GOOD             NGS
 CZ0934
 CZ0934                          STATION DESCRIPTION
 CZ0934
 CZ0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0934'6.75 MI E FROM SANTA ROSA.
 CZ0934'6.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0934'APPROXIMATELY 3 MILES WEST-SOUTHWEST OF A WHITE PEAK WHICH IS LOCATED
 CZ0934'AT THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, AT A POINT WHERE THE ROAD
 CZ0934'CROSSES SEVERAL RED SAND WASHES, 7 1/2 FEET SOUTHWEST OF THE CENTER
 CZ0934'LINE OF A SMALL WASH, 5 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT
 CZ0934'LEVEL WITH THE ROAD, 2.2 FEET WEST OF A WITNESS POST, AND SET IN A
 CZ0934'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0888 ***********************************************************************
 CZ0888  DESIGNATION -  F 93
 CZ0888  PID         -  CZ0888
 CZ0888  STATE/COUNTY-  AZ/PIMA
 CZ0888  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0888
 CZ0888                         *CURRENT SURVEY CONTROL
 CZ0888  ___________________________________________________________________
 CZ0888* NAD 83(1986)-  32 21 03.     (N)    111 47 20.     (W)     SCALED    
 CZ0888* NAVD 88     -       577.13   (+/-2cm)    1893.5    (feet)  VERTCON   
 CZ0888  ___________________________________________________________________
 CZ0888  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0888
 CZ0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0888
 CZ0888.The horizontal coordinates were scaled from a topographic map and have
 CZ0888.an estimated accuracy of +/- 6 seconds.
 CZ0888
 CZ0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0888.The vertical order pertains to the NGVD 29 superseded value.
 CZ0888
 CZ0888.The geoid height was determined by GEOID03.
 CZ0888
 CZ0888;                    North         East    Units  Estimated Accuracy
 CZ0888;SPC AZ C     -   149,770.      225,390.      MT  (+/- 180 meters Scaled)
 CZ0888
 CZ0888                          SUPERSEDED SURVEY CONTROL
 CZ0888
 CZ0888  NGVD 29 (??/??/92)  576.544  (m)         1891.54   (f) ADJ UNCH    2 0
 CZ0888
 CZ0888.Superseded values are not recommended for survey control.
 CZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0888.See file dsdata.txt to determine how the superseded data were derived.
 CZ0888
 CZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA257795(NAD 83)
 CZ0888_MARKER: DB = BENCH MARK DISK
 CZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0888_STAMPING: F 93 1935
 CZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0888+STABILITY: SURFACE MOTION
 CZ0888
 CZ0888  HISTORY     - Date     Condition        Report By
 CZ0888  HISTORY     - 1935     MONUMENTED       CGS
 CZ0888  HISTORY     - 1952     GOOD             NGS
 CZ0888
 CZ0888                          STATION DESCRIPTION
 CZ0888
 CZ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0888'17.65 MI NE FROM SANTA ROSA.
 CZ0888'15.25 MILES EAST OF SANTA ROSA, THENCE 2.4 MILES NORTH ALONG A TRACK
 CZ0888'ROAD, IN A SADDLE BETWEEN SOME HILLS, ABOUT 0.3 MILE EAST OF THE EAST
 CZ0888'BASE OF A SHARP ROCKY HILL, 74 FEET NORTHWEST OF A LONE GIANT CACTUS,
 CZ0888'10 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 1.8 FEET
 CZ0888'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0888'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0605 ***********************************************************************
 CZ0605  DESIGNATION -  F 94
 CZ0605  PID         -  CZ0605
 CZ0605  STATE/COUNTY-  AZ/PIMA
 CZ0605  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0605
 CZ0605                         *CURRENT SURVEY CONTROL
 CZ0605  ___________________________________________________________________
 CZ0605* NAD 83(1986)-  32 28 21.     (N)    111 29 39.     (W)     SCALED    
 CZ0605* NAVD 88     -       674.08   (+/-2cm)    2211.5    (feet)  VERTCON   
 CZ0605  ___________________________________________________________________
 CZ0605  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0605
 CZ0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0605
 CZ0605.The horizontal coordinates were scaled from a topographic map and have
 CZ0605.an estimated accuracy of +/- 6 seconds.
 CZ0605
 CZ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0605.The vertical order pertains to the NGVD 29 superseded value.
 CZ0605
 CZ0605.The geoid height was determined by GEOID03.
 CZ0605
 CZ0605;                    North         East    Units  Estimated Accuracy
 CZ0605;SPC AZ C     -   163,340.      253,070.      MT  (+/- 180 meters Scaled)
 CZ0605
 CZ0605                          SUPERSEDED SURVEY CONTROL
 CZ0605
 CZ0605  NGVD 29 (??/??/92)  673.524  (m)         2209.72   (f) ADJ UNCH    2 0
 CZ0605
 CZ0605.Superseded values are not recommended for survey control.
 CZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0605.See file dsdata.txt to determine how the superseded data were derived.
 CZ0605
 CZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA535929(NAD 83)
 CZ0605_MARKER: DB = BENCH MARK DISK
 CZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0605_STAMPING: F 94 1935
 CZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0605+STABILITY: SURFACE MOTION
 CZ0605
 CZ0605  HISTORY     - Date     Condition        Report By
 CZ0605  HISTORY     - 1935     MONUMENTED       CGS
 CZ0605  HISTORY     - 1951     GOOD             NGS
 CZ0605
 CZ0605                          STATION DESCRIPTION
 CZ0605
 CZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0605'8.3 MI NE FROM SILVER BELL.
 CZ0605'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0605'BELL, THENCE 1.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.1 MILE EAST
 CZ0605'OF A Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 78 FEET
 CZ0605'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE TOP OF A SMALL RIDGE,
 CZ0605'19 1/2 FEET SOUTH OF THE CENTER LINE OF SILVER BELL ROAD, 2.3 FEET
 CZ0605'SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 CZ0605'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 CZ0605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0606 ***********************************************************************
 FR0606  DESIGNATION -  F 95
 FR0606  PID         -  FR0606
 FR0606  STATE/COUNTY-  AZ/MOHAVE
 FR0606  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0606
 FR0606                         *CURRENT SURVEY CONTROL
 FR0606  ___________________________________________________________________
 FR0606* NAD 83(1986)-  35 55 00.     (N)    113 51 26.     (W)     SCALED    
 FR0606* NAVD 88     -      1560.612  (meters)    5120.11   (feet)  POSTED    
 FR0606  ___________________________________________________________________
 FR0606  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0606  DYNAMIC HT  -        1558.730 (meters)    5113.93  (feet)  COMP
 FR0606  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 FR0606
 FR0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0606
 FR0606.The horizontal coordinates were scaled from a topographic map and have
 FR0606.an estimated accuracy of +/- 6 seconds.
 FR0606
 FR0606.The orthometric height was determined by differential leveling
 FR0606.and adjusted by the National Geodetic Survey in 1992..
 FR0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0606.rate of 0.0 thru 1.0 mm/km.
 FR0606
 FR0606.The geoid height was determined by GEOID03.
 FR0606
 FR0606.The dynamic height is computed by dividing the NAVD 88
 FR0606.geopotential number by the normal gravity value computed on the
 FR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0606.degrees latitude (g = 980.6199 gals.).
 FR0606
 FR0606.The modeled gravity was interpolated from observed gravity values.
 FR0606
 FR0606;                    North         East    Units  Estimated Accuracy
 FR0606;SPC AZ W     -   545,290.      203,680.      MT  (+/- 180 meters Scaled)
 FR0606
 FR0606                          SUPERSEDED SURVEY CONTROL
 FR0606
 FR0606  NGVD 29 (??/??/92) 1559.776  (m)         5117.37   (f) ADJ UNCH    2 0
 FR0606
 FR0606.Superseded values are not recommended for survey control.
 FR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0606.See file dsdata.txt to determine how the superseded data were derived.
 FR0606
 FR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE421784(NAD 83)
 FR0606_MARKER: DB = BENCH MARK DISK
 FR0606_SETTING: 66 = SET IN ROCK OUTCROP
 FR0606_SP_SET: LIMESTONE LEDGE
 FR0606_STAMPING: F 95 1935
 FR0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0606+STABILITY: POSITION/ELEVATION WELL
 FR0606
 FR0606  HISTORY     - Date     Condition        Report By
 FR0606  HISTORY     - 1935     MONUMENTED       CGS
 FR0606  HISTORY     - 1968     GOOD             USGS
 FR0606
 FR0606                          STATION DESCRIPTION
 FR0606
 FR0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0606'53.1 MI NW FROM PEACH SPRINGS.
 FR0606'53.1 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 13.8 MILES
 FR0606'EAST OF DIAMOND BAR RANCH, ABOUT 1.9 MILES NORTH OF THE JUNCTION OF A
 FR0606'JEEP TRAIL WITH A TRACK ROAD, 100 YARDS EAST OF A GATE ACROSS THE JEEP
 FR0606'TRAIL, ON THE WEST SLOPE OF A ROCKY RIDGE, OPPOSITE A LONE BUSHY
 FR0606'JUNIPER TREE, 18 FEET EAST OF THE CENTER LINE OF THE JEEP TRAIL, IN
 FR0606'THE TOP OF A GRAY LIMESTONE LEDGE, AND ABOUT 2.0 FEET HIGHER THAN THE
 FR0606'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0641 ***********************************************************************
 FR0641  DESIGNATION -  F 97
 FR0641  PID         -  FR0641
 FR0641  STATE/COUNTY-  AZ/MOHAVE
 FR0641  USGS QUAD   -  SPENCER CANYON (1967)
 FR0641
 FR0641                         *CURRENT SURVEY CONTROL
 FR0641  ___________________________________________________________________
 FR0641* NAD 83(1986)-  35 49 23.     (N)    113 39 00.     (W)     SCALED    
 FR0641* NAVD 88     -       344.810  (meters)    1131.26   (feet)  POSTED    
 FR0641  ___________________________________________________________________
 FR0641  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0641  DYNAMIC HT  -         344.370 (meters)    1129.82  (feet)  COMP
 FR0641  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0641
 FR0641  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0641
 FR0641.The horizontal coordinates were scaled from a topographic map and have
 FR0641.an estimated accuracy of +/- 6 seconds.
 FR0641
 FR0641.The orthometric height was determined by differential leveling
 FR0641.and adjusted by the National Geodetic Survey in 1992..
 FR0641.No vertical observational check was made to the station.
 FR0641.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0641.was located on a no-check spur therefore a value was not computed.
 FR0641
 FR0641.The geoid height was determined by GEOID03.
 FR0641
 FR0641.The dynamic height is computed by dividing the NAVD 88
 FR0641.geopotential number by the normal gravity value computed on the
 FR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0641.degrees latitude (g = 980.6199 gals.).
 FR0641
 FR0641.The modeled gravity was interpolated from observed gravity values.
 FR0641
 FR0641;                    North         East    Units  Estimated Accuracy
 FR0641;SPC AZ W     -   534,900.      222,400.      MT  (+/- 180 meters Scaled)
 FR0641
 FR0641                          SUPERSEDED SURVEY CONTROL
 FR0641
 FR0641  NGVD 29 (??/??/92)  343.864  (m)         1128.16   (f) ADJ UNCH    2 0
 FR0641
 FR0641.Superseded values are not recommended for survey control.
 FR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0641.See file dsdata.txt to determine how the superseded data were derived.
 FR0641
 FR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE606675(NAD 83)
 FR0641_MARKER: DB = BENCH MARK DISK
 FR0641_SETTING: 80 = SET IN A BOULDER
 FR0641_SP_SET: BOULDER
 FR0641_STAMPING: F 97 1935
 FR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0641+STABILITY: SURFACE MOTION
 FR0641
 FR0641  HISTORY     - Date     Condition        Report By
 FR0641  HISTORY     - 1935     MONUMENTED       CGS
 FR0641  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0641
 FR0641                          STATION DESCRIPTION
 FR0641
 FR0641'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0641'26.9 MI NW FROM PEACH SPRINGS.
 FR0641'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0641'THENCE ABOUT 16.2 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0641'RIVER ROAD AND PACK TRAIL, ABOUT 0.1 MILE SOUTH OF THE SOUTH BANK OF
 FR0641'THE COLORADO RIVER, AT THE MOUTH OF SPENCER CANYON, IN THE TOP OF A
 FR0641'LARGE GRANITE BOULDER AT THE MIDDLE OF THE CANYON, AND ABOUT 30 FEET
 FR0641'HIGHER THAN THE LEVEL OF THE RIVER.  A STANDARD DISK, STAMPED F 97
 FR0641'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0834 ***********************************************************************
 DW0834  DESIGNATION -  F 99
 DW0834  PID         -  DW0834
 DW0834  STATE/COUNTY-  AZ/LA PAZ
 DW0834  USGS QUAD   -  BOUSE NW (1990)
 DW0834
 DW0834                         *CURRENT SURVEY CONTROL
 DW0834  ___________________________________________________________________
 DW0834* NAD 83(1986)-  33 59 41.     (N)    114 08 29.     (W)     SCALED    
 DW0834* NAVD 88     -       226.14   (+/-2cm)     741.9    (feet)  VERTCON   
 DW0834  ___________________________________________________________________
 DW0834  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DW0834
 DW0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0834
 DW0834.The horizontal coordinates were scaled from a topographic map and have
 DW0834.an estimated accuracy of +/- 6 seconds.
 DW0834
 DW0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0834.The vertical order pertains to the NGVD 29 superseded value.
 DW0834
 DW0834.The geoid height was determined by GEOID03.
 DW0834
 DW0834;                    North         East    Units  Estimated Accuracy
 DW0834;SPC AZ W     -   332,150.      177,200.      MT  (+/- 180 meters Scaled)
 DW0834
 DW0834                          SUPERSEDED SURVEY CONTROL
 DW0834
 DW0834  NGVD 29 (??/??/??)  225.529  (m)          739.92   (f) ADJUSTED    2 0
 DW0834
 DW0834.Superseded values are not recommended for survey control.
 DW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0834.See file dsdata.txt to determine how the superseded data were derived.
 DW0834
 DW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT640652(NAD 83)
 DW0834_MARKER: DB = BENCH MARK DISK
 DW0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0834_STAMPING: F 99 1935
 DW0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0834+STABILITY: SURFACE MOTION
 DW0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0834+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DW0834
 DW0834  HISTORY     - Date     Condition        Report By
 DW0834  HISTORY     - 1935     MONUMENTED       CGS
 DW0834  HISTORY     - 20060219 GOOD             USPSQD
 DW0834
 DW0834                          STATION DESCRIPTION
 DW0834
 DW0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0834'1 MI E FROM WALL.
 DW0834'ABOUT 1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0834'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 71 FEET
 DW0834'NORTHWEST OF MILEAGE 89.5, ABOUT 143 YARDS (13 RAILS) EAST OF
 DW0834'WOODEN BRIDGE 90 C, AND 19 FEET SOUTH OF THE CENTER LINE OF
 DW0834'THE TRACK.  A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE
 DW0834'TOP OF A CONCRETE POST.
 DW0834
 DW0834                          STATION RECOVERY (2006)
 DW0834
 DW0834'RECOVERY NOTE BY US POWER SQUADRON 2006
 DW0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2518 ***********************************************************************
 CZ2518  PACS        -  This is a Primary Airport Control Station.
 CZ2518  DESIGNATION -  FAA E14 A
 CZ2518  PID         -  CZ2518
 CZ2518  STATE/COUNTY-  AZ/PIMA
 CZ2518  USGS QUAD   -  MARANA (1992)
 CZ2518
 CZ2518                         *CURRENT SURVEY CONTROL
 CZ2518  ___________________________________________________________________
 CZ2518* NAD 83(1992)-  32 24 30.65607(N)    111 12 58.37329(W)     ADJUSTED  
 CZ2518* NAVD 88     -       617.07   (meters)    2024.5    (feet)  GPS OBS   
 CZ2518  ___________________________________________________________________
 CZ2518  EPOCH DATE  -        2002.00
 CZ2518  X           -  -1,950,727.557 (meters)                     COMP
 CZ2518  Y           -  -5,025,057.436 (meters)                     COMP
 CZ2518  Z           -   3,399,077.363 (meters)                     COMP
 CZ2518  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 CZ2518  ELLIP HEIGHT-         587.50  (meters)          (10/18/04) GPS OBS
 CZ2518  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ2518
 CZ2518  HORZ ORDER  -  B
 CZ2518  ELLP ORDER  -  FOURTH    CLASS I
 CZ2518
 CZ2518.This mark is at San Juan Pueblo Airport  (E14)
 CZ2518
 CZ2518.The horizontal coordinates were established by GPS observations
 CZ2518.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 CZ2518.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2518.The epoch date for horizontal control is a decimal equivalence
 CZ2518.of Year/Month/Day.
 CZ2518
 CZ2518.The orthometric height was determined by GPS observations and a
 CZ2518.high-resolution geoid model.
 CZ2518
 CZ2518.GPS derived orthometric heights for airport stations designated as
 CZ2518.PACS or SACS are published to 2 decimal places.  This maintains
 CZ2518.centimeter relative accuracy between the PACS and SACS.  It does
 CZ2518.not indicate centimeter accuracy relative to other marks which are
 CZ2518.part of the NAVD 88 network.
 CZ2518
 CZ2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2518
 CZ2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2518
 CZ2518.The ellipsoidal height was determined by GPS observations
 CZ2518.and is referenced to NAD 83.
 CZ2518
 CZ2518.The geoid height was determined by GEOID03.
 CZ2518
 CZ2518;                    North         East     Units Scale Factor Converg.
 CZ2518;SPC AZ C     -   156,378.801   279,246.867   MT  0.99995351   +0 22 31.5
 CZ2518;SPC AZ C     -   513,053.81    916,164.26   iFT  0.99995351   +0 22 31.5
 CZ2518;UTM  12      - 3,585,738.586   479,668.404   MT  0.99960510   -0 06 57.2
 CZ2518
 CZ2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2518!SPC AZ C     -   0.99990776  x   0.99995351  =   0.99986128
 CZ2518!UTM  12      -   0.99990776  x   0.99960510  =   0.99951290
 CZ2518
 CZ2518:                Primary Azimuth Mark                     Grid Az
 CZ2518:SPC AZ C     -  FAA E14 B                                134 51 52.6
 CZ2518:UTM  12      -  FAA E14 B                                135 21 21.3
 CZ2518
 CZ2518|---------------------------------------------------------------------|
 CZ2518| PID    Reference Object                     Distance      Geod. Az  |
 CZ2518|                                                           dddmmss.s |
 CZ2518| CZ2519 FAA E14 B                           APPROX. 0.7 KM 1351424.1 |
 CZ2518|---------------------------------------------------------------------|
 CZ2518
 CZ2518                          SUPERSEDED SURVEY CONTROL
 CZ2518
 CZ2518  ELLIP H (11/21/00)  587.45   (m)                       GP(       ) 3 1
 CZ2518  NAD 83(1986)-  32 24 30.65142(N)    111 12 58.37251(W) AD(       ) 3
 CZ2518  NAD 83(1992)-  32 24 30.65631(N)    111 12 58.37300(W) AD(       ) 3
 CZ2518  ELLIP H (09/30/92)  587.49   (m)                       GP(       ) 2 1
 CZ2518
 CZ2518.Superseded values are not recommended for survey control.
 CZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2518.See file dsdata.txt to determine how the superseded data were derived.
 CZ2518
 CZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7966885739(NAD 83)
 CZ2518_MARKER: I = METAL ROD
 CZ2518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2518_SP_SET: STAINLESS STEEL ROD
 CZ2518_STAMPING: FAA E14 A 1992
 CZ2518_MARK LOGO: NGS   
 CZ2518_PROJECTION: FLUSH
 CZ2518_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2518+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ2518
 CZ2518  HISTORY     - Date     Condition        Report By
 CZ2518  HISTORY     - 1992     MONUMENTED       NGS
 CZ2518  HISTORY     - 20040301 GOOD             MSAM
 CZ2518
 CZ2518                          STATION DESCRIPTION
 CZ2518
 CZ2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2518'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF TUCSON, 7 KM
 CZ2518'(4.3 MI) SOUTH OF MARANA, AT THE AVRA VALLEY AIRPORT, IN A SQUARE
 CZ2518'MEDIAN AREA FORMED BY THE JUNCTION OF RUNWAYS 12-30, 3-21 AND THE
 CZ2518'PARALLEL TAXIWAYS.  OWNERSHIP--PIMA COUNTY DEPARTMENT OF
 CZ2518'TRANSPORTATION, 1313 SOUTH MISSION ROAD, TUCSON, AZ 85713.  AIRPORT
 CZ2518'MANAGER IS JESSE CRAFT, PHONE 602-882-2660.
 CZ2518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2518'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2518'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.50 KM (5.28 MI) TO THE AIRPORT
 CZ2518'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2518'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF TERMINAL
 CZ2518'BUILDING. (NOTE--DUE TO CONSTRUCTION, A TEMPORARY ROUTE TO STATION IS
 CZ2518'LISTED AT END OF THIS DESCRIPTION).
 CZ2518'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 CZ2518'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 CZ2518'THE GROUND. LOCATED 71.7 M (235.2 FT) NORTHWEST OF A TAXIWAY CENTER
 CZ2518'AT THE STOP LINE, 41.8 M (137.1 FT) SOUTHWEST OF THE CENTER OF RUNWAY
 CZ2518'12-30, 38.5 M (126.3 FT) SOUTHEAST OF THE CENTER OF RUNWAY 3-21, 34.8
 CZ2518'M (114.2 FT) NORTHEAST OF A TAXIWAY CENTER AT THE STOP LINE, 24.0 M
 CZ2518'(78.7 FT) NORTHWEST OF THE WEST CORNER OF CONCRETE PAD FOR THE
 CZ2518'12-30 RUNWAY SIGN AND 0.5 M (1.6 FT) SOUTHEAST OF A SHORT FIBERGLASS
 CZ2518'WITNESS POST.
 CZ2518'TEMPORARY ROUTE TO STATION--TO REACH FROM THE JUNCTION OF THE ENTRANCE
 CZ2518'ROAD AND AVRA VALLEY ROAD, GO EAST ON AVRA VALLEY ROAD FOR 0.40 KM
 CZ2518'(0.25 MI) TO A DIRT ROAD LEFT (CONSTRUCTION ENTRANCE).  TURN LEFT,
 CZ2518'THEN NORTHEAST, ON THE MIDDLE ONE OF THREE ROADS FOR 0.17 KM
 CZ2518'(0.11 MI) TO PAVEMENT AT HANGAR.  BEAR RIGHT, THEN LEFT AROUND HANGAR
 CZ2518'FOR 0.05 KM (0.03 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 CZ2518'FOR 0.09 KM (0.06 MI) TO THE TAXI.  TURN LEFT, NORTHWEST, ON TAXI FOR
 CZ2518'0.42 KM (0.26 MI) TO THE STOP LINE FOR RUNWAY 3-21.  TURN RIGHT INTO
 CZ2518'DIRT AREA FOR 70 M (229.7 FT) TO THE STATION.
 CZ2518
 CZ2518                          STATION RECOVERY (2004)
 CZ2518
 CZ2518'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ2518'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 CZ2518'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 CZ2518'VALLEY AIRPORT, IN A SQUARE MEDIAN AREA FORMED BY THE JUNCTION OF
 CZ2518'RUNWAYS 12-30, 3-21 AND THE PARALLEL TAXIWAYS.  AIRPORT ADDRESS 11700
 CZ2518'WEST AVRA VALLEY ROAD, MARANA, AZ. AIRPORT MANAGER IS CHARLES MANGUM
 CZ2518'(520-682-9565).
 CZ2518' 
 CZ2518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2518'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2518'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 CZ2518'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2518'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 CZ2518'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 KM (0.1 MI) TO THE
 CZ2518'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 CZ2518'B FOR .32 KM (0.2 MI) TO THE JUNCTION OF TAXIWAY B AND TAXIWAY A.
 CZ2518'CONTINUE THROUGH THE INTERSECTION FOR 61.0 M (200') TO THE STATION ON
 CZ2518'THE LEFT.
 CZ2518' 
 CZ2518'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 CZ2518'REFUSAL.  ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC PIPE, ENCLOSED
 CZ2518'IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 CZ2518'FLUSH  WITH THE GROUND.  IT IS 27.3 M (89.6 FT) NORTHWEST OF THE
 CZ2518'NORTHWEST EDGE OF TAXIWAY B, IT IS 26.8 M (87.9 FT) SOUTHEAST OF THE
 CZ2518'SOUTHEAST EDGE OF RUNWAY 3-21, AND 26.0 M (85.3 FT) SOUTHWEST OF THE
 CZ2518'SOUTHWEST EDGE OF RUNWAY 12-30. .49 M (1.6 FT) SOUTHEAST OF A  SHORT
 CZ2518'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2519 ***********************************************************************
 CZ2519  SACS        -  This is a Secondary Airport Control Station.
 CZ2519  DESIGNATION -  FAA E14 B
 CZ2519  PID         -  CZ2519
 CZ2519  STATE/COUNTY-  AZ/PIMA
 CZ2519  USGS QUAD   -  MARANA (1992)
 CZ2519
 CZ2519                         *CURRENT SURVEY CONTROL
 CZ2519  ___________________________________________________________________
 CZ2519* NAD 83(1992)-  32 24 14.98375(N)    111 12 40.05387(W)     ADJUSTED  
 CZ2519* NAVD 88     -       618.37   (meters)    2028.8    (feet)  GPS OBS   
 CZ2519  ___________________________________________________________________
 CZ2519  EPOCH DATE  -        2002.00
 CZ2519  X           -  -1,950,375.268 (meters)                     COMP
 CZ2519  Y           -  -5,025,472.929 (meters)                     COMP
 CZ2519  Z           -   3,398,670.447 (meters)                     COMP
 CZ2519  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CZ2519  ELLIP HEIGHT-         588.82  (meters)          (10/18/04) GPS OBS
 CZ2519  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ2519
 CZ2519  HORZ ORDER  -  FIRST
 CZ2519  ELLP ORDER  -  FOURTH    CLASS I
 CZ2519
 CZ2519.This mark is at San Juan Pueblo Airport  (E14)
 CZ2519
 CZ2519.The horizontal coordinates were established by GPS observations
 CZ2519.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 CZ2519.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2519.The epoch date for horizontal control is a decimal equivalence
 CZ2519.of Year/Month/Day.
 CZ2519
 CZ2519.The orthometric height was determined by GPS observations and a
 CZ2519.high-resolution geoid model.
 CZ2519
 CZ2519.GPS derived orthometric heights for airport stations designated as
 CZ2519.PACS or SACS are published to 2 decimal places.  This maintains
 CZ2519.centimeter relative accuracy between the PACS and SACS.  It does
 CZ2519.not indicate centimeter accuracy relative to other marks which are
 CZ2519.part of the NAVD 88 network.
 CZ2519
 CZ2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2519
 CZ2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2519
 CZ2519.The ellipsoidal height was determined by GPS observations
 CZ2519.and is referenced to NAD 83.
 CZ2519
 CZ2519.The geoid height was determined by GEOID03.
 CZ2519
 CZ2519;                    North         East     Units Scale Factor Converg.
 CZ2519;SPC AZ C     -   155,899.213   279,728.726   MT  0.99995430   +0 22 41.2
 CZ2519;SPC AZ C     -   511,480.36    917,745.16   iFT  0.99995430   +0 22 41.2
 CZ2519;UTM  12      - 3,585,255.053   480,145.967   MT  0.99960486   -0 06 47.3
 CZ2519
 CZ2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2519!SPC AZ C     -   0.99990756  x   0.99995430  =   0.99986186
 CZ2519!UTM  12      -   0.99990756  x   0.99960486  =   0.99951245
 CZ2519
 CZ2519:                Primary Azimuth Mark                     Grid Az
 CZ2519:SPC AZ C     -  FAA E14 A                                314 51 52.8
 CZ2519:UTM  12      -  FAA E14 A                                315 21 21.3
 CZ2519
 CZ2519|---------------------------------------------------------------------|
 CZ2519| PID    Reference Object                     Distance      Geod. Az  |
 CZ2519|                                                           dddmmss.s |
 CZ2519| CZ2518 FAA E14 A                           APPROX. 0.7 KM 3151434.0 |
 CZ2519|---------------------------------------------------------------------|
 CZ2519
 CZ2519                          SUPERSEDED SURVEY CONTROL
 CZ2519
 CZ2519  ELLIP H (11/21/00)  588.77   (m)                       GP(       ) 3 1
 CZ2519  NAD 83(1986)-  32 24 14.97856(N)    111 12 40.05312(W) AD(       ) 3
 CZ2519  NAD 83(1992)-  32 24 14.98345(N)    111 12 40.05361(W) AD(       ) 3
 CZ2519  ELLIP H (09/30/92)  588.81   (m)                       GP(       ) 2 1
 CZ2519
 CZ2519.Superseded values are not recommended for survey control.
 CZ2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2519.See file dsdata.txt to determine how the superseded data were derived.
 CZ2519
 CZ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8014685255(NAD 83)
 CZ2519_MARKER: I = METAL ROD
 CZ2519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2519_SP_SET: STAINLESS STEEL ROD
 CZ2519_STAMPING: FAA E14 B 1992
 CZ2519_MARK LOGO: NGS   
 CZ2519_PROJECTION: FLUSH
 CZ2519_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2519+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ2519
 CZ2519  HISTORY     - Date     Condition        Report By
 CZ2519  HISTORY     - 1992     MONUMENTED       NGS
 CZ2519  HISTORY     - 20040301 GOOD             MSAM
 CZ2519
 CZ2519                          STATION DESCRIPTION
 CZ2519
 CZ2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2519'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF TUCSON, 7 KM
 CZ2519'(4.3 MI) SOUTH OF MARANA, AT THE AVRA VALLEY AIRPORT, IN A MEDIAN
 CZ2519'NEAR THE END OF RUNWAY 12-30.  OWNERSHIP--PIMA COUNTY DEPARTMENT OF
 CZ2519'TRANSPORTATION, 1313 SOUTH MISSION ROAD, TUCSON, AZ 85713.  AIRPORT
 CZ2519'MANAGER IS JESSE CRAFT, PHONE 602-882-2660.
 CZ2519'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2519'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2519'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.50 KM (5.28 MI) TO THE AIRPORT
 CZ2519'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2519'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF TERMINAL
 CZ2519'BUILDING. (NOTE--DUE TO CONSTRUCTION, A TEMPORARY ROUTE TO STATION IS
 CZ2519'LISTED AT END OF THIS DESCRIPTION).
 CZ2519'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 CZ2519'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 CZ2519'THE GROUND.  LOCATED 83.4 M (273.6 FT) NORTHEAST OF THE CENTER OF THE
 CZ2519'PARALLEL TAXIWAY, 38.8 M (127.3 FT) SOUTHWEST OF THE CENTER OF RUNWAY
 CZ2519'12-30, 35.1 M (115.2 FT) NORTHWEST OF THE TAXIWAY CENTER AT THE STOP
 CZ2519'LINE, 21.3 M (69.9 FT) NORTHWEST OF THE WEST CORNER OF CONCRETE PAD
 CZ2519'FOR THE -30- SIGN AND 0.6 M (2.0 FT) SOUTHEAST OF A SHORT FIBERGLASS
 CZ2519'WITNESS POST.
 CZ2519'TEMPORARY ROUTE TO STATION--TO REACH FROM THE JUNCTION OF THE ENTRANCE
 CZ2519'ROAD AND AVRA VALLEY ROAD, GO EAST ON AVRA VALLEY ROAD FOR 0.40 KM
 CZ2519'(0.25 MI) TO A DIRT ROAD LEFT (CONSTRUCTION ENTRANCE).  TURN LEFT,
 CZ2519'THEN NORTHEAST, ON THE MIDDLE ONE OF THREE ROADS FOR 0.17 KM
 CZ2519'(0.11 MI) TO PAVEMENT AT HANGAR.  BEAR RIGHT, THEN LEFT AROUND HANGAR
 CZ2519'FOR 0.05 KM (0.03 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 CZ2519'FOR 0.09 KM (0.06 MI) TO THE TAXI.  TURN RIGHT, SOUTHEAST, ON TAXI
 CZ2519'FOR 0.36 KM (0.22 MI) TO THE STOP LINE AT RUNWAY 30 AND STATION ON
 CZ2519'THE LEFT.
 CZ2519
 CZ2519                          STATION RECOVERY (2004)
 CZ2519
 CZ2519'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ2519'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 CZ2519'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 CZ2519'VALLEY AIRPORT, IN A MEDIAN NEAR THE END OF RUNWAY 12-30.  AIRPORT
 CZ2519'ADDRESS 11700 WEST AVRA VALLEY ROAD, MARANA, AZ.  AIRPORT MANAGER IS
 CZ2519'CHARLES MANGUM (520-682-9565).
 CZ2519' 
 CZ2519'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2519'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2519'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 CZ2519'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2519'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 CZ2519'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 M (0.1 MI) TO THE
 CZ2519'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 CZ2519'B FOR .32 KM (0.2 MI) TO THE INTERSECTION OF MAIN TAXIWAYS A AND B.
 CZ2519'TURN RIGHT (SOUTHEAST) ON  TAXIWAY A FOR .64 KM (0.4 MI) TO THE
 CZ2519'STATION ON THE LEFT.
 CZ2519' 
 CZ2519'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 CZ2519'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC PIPE, ENCLOSED
 CZ2519'IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 CZ2519'FLUSH WITH THE GROUND.  IT IS 86.4 M (283.46 FT) NORTHEAST OF THE
 CZ2519'CENTER LINE OF TAXIWAY A, 49.4 M (162 FT) NORTHWEST OF THE TAXIWAY
 CZ2519'CENTER AT THE STOP LINE, AND 23.3 M (76.4 FT) SOUTHWEST OF THE
 CZ2519'SOUTHWEST EDGE OF RUNWAY 30-12. .61 M (2.0 FT) SOUTHEAST OF A SHORT
 CZ2519'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1181 ***********************************************************************
 ES1181  DESIGNATION -  FAA E69 A
 ES1181  PID         -  ES1181
 ES1181  STATE/COUNTY-  AZ/GILA
 ES1181  USGS QUAD   -  PAYSON NORTH (1973)
 ES1181
 ES1181                         *CURRENT SURVEY CONTROL
 ES1181  ___________________________________________________________________
 ES1181* NAD 83(1992)-  34 15 23.92370(N)    111 20 21.18002(W)     ADJUSTED  
 ES1181* NAVD 88     -      1563.8    (meters)    5131.     (feet)  GPS OBS   
 ES1181  ___________________________________________________________________
 ES1181  X           -  -1,920,808.260 (meters)                     COMP
 ES1181  Y           -  -4,916,672.250 (meters)                     COMP
 ES1181  Z           -   3,570,877.995 (meters)                     COMP
 ES1181  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 ES1181  ELLIP HEIGHT-        1538.20  (meters)          (11/21/00) GPS OBS
 ES1181  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ES1181
 ES1181  HORZ ORDER  -  THIRD
 ES1181  ELLP ORDER  -  THIRD     CLASS I
 ES1181
 ES1181.The horizontal coordinates were established by GPS observations
 ES1181.and adjusted by the National Geodetic Survey in September 1992..
 ES1181
 ES1181.The orthometric height was determined by GPS observations and a
 ES1181.high-resolution geoid model.
 ES1181
 ES1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1181
 ES1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1181
 ES1181.The ellipsoidal height was determined by GPS observations
 ES1181.and is referenced to NAD 83.
 ES1181
 ES1181.The geoid height was determined by GEOID03.
 ES1181
 ES1181;                    North         East     Units Scale Factor Converg.
 ES1181;SPC AZ E     -   361,741.389   105,369.101   MT  1.00004371   -0 39 36.3
 ES1181;SPC AZ E     - 1,186,815.58    345,699.15   iFT  1.00004371   -0 39 36.3
 ES1181;UTM  12      - 3,790,664.956   468,768.532   MT  0.99961202   -0 11 27.4
 ES1181
 ES1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1181!SPC AZ E     -   0.99975859  x   1.00004371  =   0.99980229
 ES1181!UTM  12      -   0.99975859  x   0.99961202  =   0.99937071
 ES1181
 ES1181:                Primary Azimuth Mark                     Grid Az
 ES1181:SPC AZ E     -  FAA E69 B                                255 41 51.6
 ES1181:UTM  12      -  FAA E69 B                                255 13 42.7
 ES1181
 ES1181|---------------------------------------------------------------------|
 ES1181| PID    Reference Object                     Distance      Geod. Az  |
 ES1181|                                                           dddmmss.s |
 ES1181| ES1182 FAA E69 B                           APPROX. 0.6 KM 2550215.3 |
 ES1181|---------------------------------------------------------------------|
 ES1181
 ES1181                          SUPERSEDED SURVEY CONTROL
 ES1181
 ES1181  NAD 83(1992)-  34 15 23.92158(N)    111 20 21.18294(W) AD(       ) 3
 ES1181  ELLIP H (09/30/92) 1538.32   (m)                       GP(       ) 2 1
 ES1181
 ES1181.Superseded values are not recommended for survey control.
 ES1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1181.See file dsdata.txt to determine how the superseded data were derived.
 ES1181
 ES1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6876990665(NAD 83)
 ES1181_MARKER: I = METAL ROD
 ES1181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES1181_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ES1181_STAMPING: FAA E69 A
 ES1181_MARK LOGO: NGS   
 ES1181_PROJECTION: FLUSH
 ES1181_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1181+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ES1181_ROD/PIPE-DEPTH: 4.9  meters
 ES1181_SLEEVE-DEPTH  : 1 meters
 ES1181
 ES1181  HISTORY     - Date     Condition        Report By
 ES1181  HISTORY     - 1992     MONUMENTED       NGS
 ES1181  HISTORY     - 19920615 GOOD             NGS
 ES1181
 ES1181                          STATION DESCRIPTION
 ES1181
 ES1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ES1181'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) NORTHWEST OF PAYSON, 2 KM
 ES1181'(1.2 MI) WEST OF STATE HIGHWAY 87, AT THE PAYSON AIRPORT, IN THE
 ES1181'MEDIAN BETWEEN THE RUNWAY AND TAXIWAY, AT A CONNECTING RAMP.
 ES1181'OWNERSHIP--U.S. FOREST SERVICE, TONTO NATIONAL FOREST.  AIRPORT
 ES1181'MANAGER IS RICHARD HENRY, 800 WEST AIRPORT ROAD, PAYSON AZ 85541.
 ES1181'PHONE 602-474-5486.
 ES1181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 260 IN
 ES1181'PAYSON, GO NORTH ON HIGHWAY 87 FOR 1.84 KM (1.14 MI) TO A PAVED
 ES1181'CROSSROAD. TURN LEFT, WESTERLY, ON WEST AIRPORT ROAD FOR 1.37 KM
 ES1181'(0.85 MI) TO A PAVED LANE RIGHT LEADING DOWNHILL (AT BEGINNING OF A
 ES1181'HIGH CHAINLINK FENCE) JUST BEFORE REACHING THE AIRPORT OFFICE ON THE
 ES1181'RIGHT.  TURN RIGHT ON PAVED LANE FOR 0.06 KM (0.04 MI) TO A CLOSED
 ES1181'GATE.  PASS THROUGH GATE AND CONTINUE FOR 40 M (131.2 FT) TO THE
 ES1181'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.20 KM (0.12 MI) TO
 ES1181'JUST BEFORE A CONNECTOR ON THE RIGHT AND THE STATION ON THE RIGHT.
 ES1181'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 ES1181'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 ES1181'THE GROUND.  LOCATED 37.4 M (122.7 FT) SOUTHWEST OF THE CONNECTOR
 ES1181'CENTER, 26.7 M (87.6 FT) NORTHWEST OF THE TAXIWAY CENTER AND 19.2 M
 ES1181'(63.0 FT) SOUTHEAST OF THE RUNWAY CENTER (RUNWAY MAY BE WIDENED IN
 ES1181'THE NEAR FUTURE).
 ES1181
 ES1181                          STATION RECOVERY (1992)
 ES1181
 ES1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ES1181'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT ABOUT 2750 FT
 ES1181'(838.2 M) WEST OF RUNWAY END 24.  IT IS 121.9 FT (37.2 M) NORTHEAST OF
 ES1181'THE CENTERLINE OF THE CONNECTING TAXIWAY (NEAREST CENTER OF RUNWAY),
 ES1181'87.5 FT (26.7 M) NORTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY,
 ES1181'AND 70.1 FT (21.4 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY 6-24.  IT
 ES1181'IS A PUNCH MARK IN THE CENTER OF A STAINLESS STEEL ROD SET IN A LOGO
 ES1181'CAP STAMPED FAA E96 A AND FLUSH WITH THE GROUND. NOTE, GPS POSITION BY
 ES1181'NGS, ELEVATION ESTABLISHED BY AIRPORT SURVEYS 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1182 ***********************************************************************
 ES1182  DESIGNATION -  FAA E69 B
 ES1182  PID         -  ES1182
 ES1182  STATE/COUNTY-  AZ/GILA
 ES1182  USGS QUAD   -  PAYSON NORTH (1973)
 ES1182
 ES1182                         *CURRENT SURVEY CONTROL
 ES1182  ___________________________________________________________________
 ES1182* NAD 83(1992)-  34 15 18.75348(N)    111 20 44.47635(W)     ADJUSTED  
 ES1182* NAVD 88     -      1566.9    (meters)    5141.     (feet)  GPS OBS   
 ES1182  ___________________________________________________________________
 ES1182  X           -  -1,921,397.140 (meters)                     COMP
 ES1182  Y           -  -4,916,541.212 (meters)                     COMP
 ES1182  Z           -   3,570,748.039 (meters)                     COMP
 ES1182  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 ES1182  ELLIP HEIGHT-        1541.31  (meters)          (11/21/00) GPS OBS
 ES1182  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES1182
 ES1182  HORZ ORDER  -  THIRD
 ES1182  ELLP ORDER  -  THIRD     CLASS I
 ES1182
 ES1182.The horizontal coordinates were established by GPS observations
 ES1182.and adjusted by the National Geodetic Survey in September 1992..
 ES1182
 ES1182.The orthometric height was determined by GPS observations and a
 ES1182.high-resolution geoid model.
 ES1182
 ES1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1182
 ES1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1182
 ES1182.The ellipsoidal height was determined by GPS observations
 ES1182.and is referenced to NAD 83.
 ES1182
 ES1182.The geoid height was determined by GEOID03.
 ES1182
 ES1182;                    North         East     Units Scale Factor Converg.
 ES1182;SPC AZ E     -   361,588.968   104,771.232   MT  1.00004530   -0 39 49.4
 ES1182;SPC AZ E     - 1,186,315.51    343,737.64   iFT  1.00004530   -0 39 49.4
 ES1182;UTM  12      - 3,790,507.713   468,172.189   MT  0.99961249   -0 11 40.5
 ES1182
 ES1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1182!SPC AZ E     -   0.99975810  x   1.00004530  =   0.99980339
 ES1182!UTM  12      -   0.99975810  x   0.99961249  =   0.99937069
 ES1182
 ES1182:                Primary Azimuth Mark                     Grid Az
 ES1182:SPC AZ E     -  FAA E69 A                                075 41 51.6
 ES1182:UTM  12      -  FAA E69 A                                075 13 42.7
 ES1182
 ES1182|---------------------------------------------------------------------|
 ES1182| PID    Reference Object                     Distance      Geod. Az  |
 ES1182|                                                           dddmmss.s |
 ES1182| ES1181 FAA E69 A                           APPROX. 0.6 KM 0750202.2 |
 ES1182|---------------------------------------------------------------------|
 ES1182
 ES1182                          SUPERSEDED SURVEY CONTROL
 ES1182
 ES1182  NAD 83(1992)-  34 15 18.75136(N)    111 20 44.47927(W) AD(       ) 3
 ES1182  ELLIP H (09/30/92) 1541.42   (m)                       GP(       ) 2 1
 ES1182
 ES1182.Superseded values are not recommended for survey control.
 ES1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1182.See file dsdata.txt to determine how the superseded data were derived.
 ES1182
 ES1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6817290508(NAD 83)
 ES1182_MARKER: I = METAL ROD
 ES1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES1182_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ES1182_STAMPING: FAA E69 B
 ES1182_MARK LOGO: NGS   
 ES1182_PROJECTION: FLUSH
 ES1182_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1182+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ES1182_ROD/PIPE-DEPTH: 2.13 meters
 ES1182_SLEEVE-DEPTH  : 1 meters
 ES1182
 ES1182  HISTORY     - Date     Condition        Report By
 ES1182  HISTORY     - 1992     MONUMENTED       NGS
 ES1182  HISTORY     - 19920615 GOOD             NGS
 ES1182
 ES1182                          STATION DESCRIPTION
 ES1182
 ES1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ES1182'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) NORTHWEST OF PAYSON, 2 KM
 ES1182'(1.2 MI) WEST OF STATE HIGHWAY 87, AT THE PAYSON AIRPORT, IN THE
 ES1182'MEDIAN BETWEEN THE RUNWAY AND TAXIWAY, AT A CONNECTING RAMP AT HIGH
 ES1182'GROUND.  OWNERSHIP--U.S. FOREST SERVICE, TONTO NATIONAL FOREST.
 ES1182'AIRPORT MANAGER IS RICHARD HENRY, 800 WEST AIRPORT ROAD, PAYSON AZ
 ES1182'85541.  PHONE 602-474-5486.
 ES1182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 260 IN
 ES1182'PAYSON, GO NORTH ON HIGHWAY 87 FOR 1.84 KM (1.14 MI) TO A PAVED
 ES1182'CROSSROAD. TURN LEFT, WESTERLY, ON WEST AIRPORT ROAD FOR 1.37 KM
 ES1182'(0.85 MI) TO A PAVED LANE RIGHT LEADING DOWNHILL (AT BEGINNING OF A
 ES1182'HIGH CHAINLINK FENCE) JUST BEFORE REACHING THE AIRPORT OFFICE ON THE
 ES1182'RIGHT.  TURN RIGHT ON PAVED LANE FOR 0.06 KM (0.04 MI) TO A CLOSED
 ES1182'GATE.  PASS THROUGH GATE AND CONTINUE FOR 40 M (131.2 FT) TO THE
 ES1182'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.81 KM (0.50 MI) TO A
 ES1182'CONNECTOR ON THE RIGHT AND THE STATION ON THE RIGHT.
 ES1182'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 ES1182'GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ES1182'GROUND.  LOCATED 218 M (715.2 FT) NORTHEAST OF THE RUNWAY END, 29.3 M
 ES1182'(96.1 FT) SOUTHEAST OF THE RUNWAY CENTER, 23.9 M (78.4 FT) NORTHEAST
 ES1182'OF THE CONNECTOR CENTER, 16.5 M (54.1 FT) NORTHWEST OF THE TAXI
 ES1182'CENTER AND 9.3 M (30.5 FT) NORTHEAST OF A RAMP LIGHT.
 ES1182
 ES1182                          STATION RECOVERY (1992)
 ES1182
 ES1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ES1182'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT ABOUT 730 FT
 ES1182'(222.5 M) EAST OF THE CENTERLINE END OF RWY 6.  IT IS 103.1 FT (31.4
 ES1182'M) SOUTHEAST OF THE CENTERLINE OF RWY 6-24, 78.0 FT (23.8 M) NORTHEAST
 ES1182'OF THE CENTERLINE OF THE CONNECTING TAXIWAY (FIRST ONE NE OF END), AND
 ES1182'54.6 FT (16.6 M) NORTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.
 ES1182'IT IS A PUNCHMARK IN THE TOP OF A STAINLESS STEEL ROD SET IN A LOGO
 ES1182'CAP STAMPED FAA E69 AND FLUSH WITH THE GROUND. NOTE, GPS POSITION BY
 ES1182'NGS, ELEVATION ESTABLISHED BY AIRPORT SURVEYS 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1411 ***********************************************************************
 FS1411  DESIGNATION -  FAA P06 A
 FS1411  PID         -  FS1411
 FS1411  STATE/COUNTY-  AZ/MOHAVE
 FS1411  USGS QUAD   -  DAVIS DAM (1983)
 FS1411
 FS1411                         *CURRENT SURVEY CONTROL
 FS1411  ___________________________________________________________________
 FS1411* NAD 83(1992)-  35 09 44.03479(N)    114 33 31.78703(W)     ADJUSTED  
 FS1411* NAVD 88     -       192.7    (meters)     632.     (feet)  GPS OBS   
 FS1411  ___________________________________________________________________
 FS1411  X           -  -2,169,664.331 (meters)                     COMP
 FS1411  Y           -  -4,747,968.708 (meters)                     COMP
 FS1411  Z           -   3,652,689.320 (meters)                     COMP
 FS1411  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FS1411  ELLIP HEIGHT-         162.65  (meters)          (11/21/00) GPS OBS
 FS1411  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FS1411
 FS1411  HORZ ORDER  -  THIRD
 FS1411  ELLP ORDER  -  THIRD     CLASS I
 FS1411
 FS1411.This mark is at Laughlin/bullhead Intl Airport (IFP)
 FS1411
 FS1411.The horizontal coordinates were established by GPS observations
 FS1411.and adjusted by the National Geodetic Survey in October 1997..
 FS1411
 FS1411.The orthometric height was determined by GPS observations and a
 FS1411.high-resolution geoid model.
 FS1411
 FS1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1411
 FS1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1411
 FS1411.The ellipsoidal height was determined by GPS observations
 FS1411.and is referenced to NAD 83.
 FS1411
 FS1411.The geoid height was determined by GEOID03.
 FS1411
 FS1411;                    North         East     Units Scale Factor Converg.
 FS1411;SPC AZ W     -   461,885.681   139,673.523   MT  1.00000023   -0 27 57.0
 FS1411;SPC AZ W     - 1,515,372.97    458,246.47   iFT  1.00000023   -0 27 57.0
 FS1411;SPC NV E     - 8,046,208.916   293,332.448   MT  1.00000732   +0 35 24.2
 FS1411;SPC NV E     -26,398,270.42    962,374.87   sFT  1.00000732   +0 35 24.2
 FS1411;UTM  11      - 3,893,762.971   722,343.108   MT  1.00020930   +1 24 23.2
 FS1411
 FS1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1411!SPC AZ W     -   0.99997447  x   1.00000023  =   0.99997470
 FS1411!SPC NV E     -   0.99997447  x   1.00000732  =   0.99998179
 FS1411!UTM  11      -   0.99997447  x   1.00020930  =   1.00018377
 FS1411
 FS1411:                Primary Azimuth Mark                     Grid Az
 FS1411:SPC AZ W     -  FAA P06 B                                176 44 59.6
 FS1411:SPC NV E     -  FAA P06 B                                175 41 38.4
 FS1411:UTM  11      -  FAA P06 B                                174 52 39.4
 FS1411
 FS1411|---------------------------------------------------------------------|
 FS1411| PID    Reference Object                     Distance      Geod. Az  |
 FS1411|                                                           dddmmss.s |
 FS1411| FS1412 FAA P06 B                           APPROX. 0.6 KM 1761702.6 |
 FS1411|---------------------------------------------------------------------|
 FS1411
 FS1411                          SUPERSEDED SURVEY CONTROL
 FS1411
 FS1411  ELLIP H (10/09/97)  162.59   (m)                       GP(       ) 2 1
 FS1411  NAD 83(1986)-  35 09 44.03758(N)    114 33 31.78246(W) AD(       ) 3
 FS1411  NAD 83(1992)-  35 09 44.03440(N)    114 33 31.78597(W) AD(       ) 3
 FS1411  ELLIP H (09/30/92)  162.66   (m)                       GP(       ) 2 1
 FS1411
 FS1411.Superseded values are not recommended for survey control.
 FS1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1411.See file dsdata.txt to determine how the superseded data were derived.
 FS1411
 FS1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2234393763(NAD 83)
 FS1411_MARKER: I = METAL ROD
 FS1411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS1411_SP_SET: STAINLESS STEEL ROD
 FS1411_STAMPING: FAA P06 A 1992
 FS1411_MARK LOGO: NGS   
 FS1411_PROJECTION: FLUSH
 FS1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1411+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1997
 FS1411_ROD/PIPE-DEPTH: 11.3 meters
 FS1411
 FS1411  HISTORY     - Date     Condition        Report By
 FS1411  HISTORY     - 1992     MONUMENTED       NGS
 FS1411  HISTORY     - 19930615 GOOD             NGS
 FS1411  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FS1411  HISTORY     - 19970512 GOOD             NGS
 FS1411
 FS1411                          STATION DESCRIPTION
 FS1411
 FS1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FS1411'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF BULLHEAD CITY, 2 KM
 FS1411'(1.2 MI) EAST OF LAUGHLIN, NEVADA, AT THE LAUGHLIN/BULLHEAD CITY
 FS1411'AIRPORT, IN THE MEDIAN BETWEEN THE NEW RUNWAY AND THE EAST TAXI.
 FS1411'OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY, INC, 2750 LOCUST
 FS1411'BOULEVARD, PO BOX 3068, BULLHEAD CITY, AZ 86430.  AIRPORT MANAGER IS
 FS1411'JERRY L. BETTENDORF, PHONE 602-754-2134.  NOTE--KEY TO LOCKED GATE IS
 FS1411'OBTAINABLE FROM AIRPORT MANAGER DURING REGULAR 8 TO 5 BUSINESS HOURS.
 FS1411'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND LOCUST BOULEVARD,
 FS1411'JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE OVER THE COLORADO
 FS1411'RIVER, GO EAST ON LOCUST BOULEVARD FOR 0.89 KM (0.55 MI) TO THE
 FS1411'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON PAVED
 FS1411'ROAD FOR 0.50 KM (0.31 MI) TO A ROAD CURVE LEFT AND LOCKED DOUBLE
 FS1411'GATE STRAIGHT AHEAD.  PASS THROUGH GATE, SOUTH, ON GRAVEL FOR 0.07 KM
 FS1411'(0.04 MI) TO A RAMP.  TURN RIGHT, WEST, ON RAMP FOR 0.10 KM
 FS1411'(0.06 MI) TO THE TAXI. TURN LEFT, SOUTH, ON TAXI FOR 0.31 KM
 FS1411'(0.19 MI) TO THE STATION ON THE RIGHT JUST AFTER CROSSING AN ANGLED
 FS1411'CONNECTOR.
 FS1411'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FS1411'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 FS1411'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 FS1411'GROUND. IT IS 25.85 M (84.81 FT) SOUTHEAST FROM THE ANGLED CONNECTOR
 FS1411'CENTER, 24.1 M (79.1 FT) WEST-SOUTHWEST FROM THE TAXI CENTER AND 6.25
 FS1411'M (20.51 FT) EAST-SOUTHEAST FROM THE SOUTH CORNER OF THE CONCRETE
 FS1411'SUPPORTING PAD OF THE 34-16 SIGN.
 FS1411
 FS1411                          STATION RECOVERY (1993)
 FS1411
 FS1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FS1411'THE STATION IS LOCATED AT THE LAUGHLIN/BULLHEAD CITY AIRPORT.  IT IS
 FS1411'59.7 FT (18.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A HOLDBAR, 20.9 FT
 FS1411'(6.4 M) SOUTHEAST OF THE CENTER OF A SIGN, AND 78.8 FT (24.0 M) WEST
 FS1411'OF THE PARALELL TAXIWAY TO RUNWAY 16-34.  THE STATION IS A STANDARD
 FS1411'NGS ROD MARK COVERED WITH A LOGO CAP WHICH IS FLUSHED WITH THE GROUND
 FS1411'AND STAMPED FAA P06 A.
 FS1411
 FS1411                          STATION RECOVERY (1995)
 FS1411
 FS1411'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FS1411'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 FS1411'PERSON-HOUR.  MARK PRESUMED DESTROYED DUE TO TAXIWAY LIGHT
 FS1411'CONSTRUCTION
 FS1411
 FS1411                          STATION RECOVERY (1997)
 FS1411
 FS1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FS1411'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 FS1411'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE OF RUWNAY
 FS1411'16-34 AND JUST SOUTH OF THE SECOND CONNECTING TAXIWAY SOUTH OF THE
 FS1411'NORTH END OF THE RUNWAY.  OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY,
 FS1411'DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD CITY, AZ
 FS1411'86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE STATION FROM
 FS1411'THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD PARKWAY ON
 FS1411'THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55 MI) ON THE
 FS1411'PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 FS1411'SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON THE
 FS1411'RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH THE
 FS1411'GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 FS1411'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 FS1411'TO PARALLEL TAXIWAY A.  TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON
 FS1411'THE TAXIWAY TO THE STATION RIGHT JUST PAST HIGH SPEED CONNECTING
 FS1411'TAXIWAY C.  THE STATION IS 25.8 M (84.6 FT) SOUTHEAST OF THE CENTER OF
 FS1411'THE CONNECTING TAXIWAY, 24.2 M (79.4 FT) WEST OF THE CENTER OF THE
 FS1411'PARALLEL TAXIWAY, 18.4 M (60.4 FT) NORTHEAST OF STATION IFP B, AND 1.2
 FS1411'M (3.9 FT) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1412 ***********************************************************************
 FS1412  DESIGNATION -  FAA P06 B
 FS1412  PID         -  FS1412
 FS1412  STATE/COUNTY-  AZ/MOHAVE
 FS1412  USGS QUAD   -  DAVIS DAM (1983)
 FS1412
 FS1412                         *CURRENT SURVEY CONTROL
 FS1412  ___________________________________________________________________
 FS1412* NAD 83(1992)-  35 09 23.01002(N)    114 33 30.12437(W)     ADJUSTED  
 FS1412* NAVD 88     -       198.1    (meters)     650.     (feet)  GPS OBS   
 FS1412  ___________________________________________________________________
 FS1412  X           -  -2,169,783.015 (meters)                     COMP
 FS1412  Y           -  -4,748,329.679 (meters)                     COMP
 FS1412  Z           -   3,652,162.770 (meters)                     COMP
 FS1412  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FS1412  ELLIP HEIGHT-         168.18  (meters)          (11/21/00) GPS OBS
 FS1412  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FS1412
 FS1412  HORZ ORDER  -  THIRD
 FS1412  ELLP ORDER  -  THIRD     CLASS I
 FS1412
 FS1412.This mark is at Laughlin/bullhead Intl Airport (IFP)
 FS1412
 FS1412.The horizontal coordinates were established by GPS observations
 FS1412.and adjusted by the National Geodetic Survey in September 1992..
 FS1412
 FS1412.The orthometric height was determined by GPS observations and a
 FS1412.high-resolution geoid model.
 FS1412
 FS1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1412
 FS1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1412
 FS1412.The ellipsoidal height was determined by GPS observations
 FS1412.and is referenced to NAD 83.
 FS1412
 FS1412.The geoid height was determined by GEOID03.
 FS1412
 FS1412;                    North         East     Units Scale Factor Converg.
 FS1412;SPC AZ W     -   461,237.427   139,710.336   MT  1.00000016   -0 27 55.8
 FS1412;SPC AZ W     - 1,513,246.15    458,367.24   iFT  1.00000016   -0 27 55.8
 FS1412;SPC NV E     - 8,045,561.445   293,381.200   MT  1.00000743   +0 35 24.8
 FS1412;SPC NV E     -26,396,146.17    962,534.82   sFT  1.00000743   +0 35 24.8
 FS1412;UTM  11      - 3,893,116.130   722,401.091   MT  1.00020962   +1 24 23.4
 FS1412
 FS1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1412!SPC AZ W     -   0.99997360  x   1.00000016  =   0.99997376
 FS1412!SPC NV E     -   0.99997360  x   1.00000743  =   0.99998103
 FS1412!UTM  11      -   0.99997360  x   1.00020962  =   1.00018322
 FS1412
 FS1412:                Primary Azimuth Mark                     Grid Az
 FS1412:SPC AZ W     -  FAA P06 A                                356 44 59.3
 FS1412:SPC NV E     -  FAA P06 A                                355 41 38.7
 FS1412:UTM  11      -  FAA P06 A                                354 52 40.1
 FS1412
 FS1412|---------------------------------------------------------------------|
 FS1412| PID    Reference Object                     Distance      Geod. Az  |
 FS1412|                                                           dddmmss.s |
 FS1412| FS1411 FAA P06 A                           APPROX. 0.6 KM 3561703.5 |
 FS1412|---------------------------------------------------------------------|
 FS1412
 FS1412                          SUPERSEDED SURVEY CONTROL
 FS1412
 FS1412  NAD 83(1986)-  35 09 23.01320(N)    114 33 30.12086(W) AD(       ) 3
 FS1412  ELLIP H (09/30/92)  168.24   (m)                       GP(       ) 2 1
 FS1412
 FS1412.Superseded values are not recommended for survey control.
 FS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1412.See file dsdata.txt to determine how the superseded data were derived.
 FS1412
 FS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2240193116(NAD 83)
 FS1412_MARKER: I = METAL ROD
 FS1412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS1412_SP_SET: STAINLESS STEEL ROD
 FS1412_STAMPING: FAA P06 B 1992
 FS1412_MARK LOGO: NGS   
 FS1412_PROJECTION: FLUSH
 FS1412_MAGNETIC: I = MARKER IS A STEEL ROD
 FS1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1412+SATELLITE: SATELLITE OBSERVATIONS - 1992
 FS1412_ROD/PIPE-DEPTH: 15.5 meters
 FS1412
 FS1412  HISTORY     - Date     Condition        Report By
 FS1412  HISTORY     - 1992     MONUMENTED       NGS
 FS1412  HISTORY     - 19930615 GOOD             NGS
 FS1412  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FS1412
 FS1412                          STATION DESCRIPTION
 FS1412
 FS1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FS1412'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTH OF BULLHEAD CITY, 2 KM
 FS1412'(1.2 MI) EAST OF LAUGHLIN, NEVADA, AT THE LAUGHLIN/BULLHEAD CITY
 FS1412'AIRPORT, IN THE MEDIAN BETWEEN THE NEW RUNWAY AND THE EAST TAXI
 FS1412'OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY, INC, 2750 LOCUST
 FS1412'BOULEVARD, PO BOX 3068, BULLHEAD CITY, AZ 86430.  AIRPORT MANAGER IS
 FS1412'JERRY L. BETTENDORF, PHONE 602-754-2134.  NOTE--KEY TO LOCKED GATE IS
 FS1412'OBTAINABLE FROM AIRPORT MANAGER DURING REGULAR 8 TO 5 BUSINESS HOURS.
 FS1412'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND LOCUST BOULEVARD,
 FS1412'JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE OVER THE COLORADO
 FS1412'RIVER, GO EAST ON LOCUST BOULEVARD FOR 0.89 KM (0.55 MI) TO THE
 FS1412'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON PAVED
 FS1412'ROAD FOR 0.50 KM (0.31 MI) TO A ROAD CURVE LEFT AND LOCKED DOUBLE
 FS1412'GATE STRAIGHT AHEAD.  PASS THROUGH GATE, SOUTH, ON GRAVEL FOR 0.07 KM
 FS1412'(0.04 MI) TO A RAMP.  TURN RIGHT, WEST, ON RAMP FOR 0.10 KM
 FS1412'(0.06 MI) TO THE TAXI.  TURN LEFT, SOUTH, ON TAXI FOR 0.96 KM
 FS1412'(0.60 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 FS1412'CONNECTOR.
 FS1412'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FS1412'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 FS1412'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 FS1412'GROUND.  IT IS 99.9 M (327.8 FT) EAST-NORTHEAST FROM THE CENTER OF
 FS1412'THE RUNWAY, 51.4 M (168.6 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 FS1412'SECOND CONNECTING TAXI NORTH OF THE SOUTH END OF THE RUNWAY, 22.2 M
 FS1412'(72.8 FT) WEST-SOUTHWEST FROM THE CENTER OF THE PARALELL TAXI AND 9.2
 FS1412'M (30.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE PAD
 FS1412'SUPPORTING A PASS SIGN.
 FS1412
 FS1412                          STATION RECOVERY (1993)
 FS1412
 FS1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FS1412'THE STATION IS LOCATED AT THE LAUGHLIN/BULLHEAD CITY AIRPORT.  IT IS
 FS1412'72.8 FT (22.2 M) WEST OF THE PARALELL TAXIWAY TO THE RUNWAY, 51.1 FT
 FS1412'(15.6 M) NORTH OF THE CENTER OF A SIGN, AND 169.1 FT (51.5 M) NORTH OF
 FS1412'THE CENTER OF THE CONNECTING TAXIWAY TO THE RUNWAY.  THE STATION IS A
 FS1412'STANDARD NGS ROD MARK COVERED WITH A LOGO CAP WHICH IS FLUSH WITH THE
 FS1412'GROUND AND STAMPED FAA P06 B.
 FS1412
 FS1412                          STATION RECOVERY (1995)
 FS1412
 FS1412'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FS1412'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FS1412'PERSON-HOUR.  MARK PRESUMED DESTROYED DUE TO TAXIWAY LIGHT
 FS1412'CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0696 ***********************************************************************
 ER0696  DESIGNATION -  FAA Q35 A
 ER0696  PID         -  ER0696
 ER0696  STATE/COUNTY-  AZ/APACHE
 ER0696  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0696
 ER0696                         *CURRENT SURVEY CONTROL
 ER0696  ___________________________________________________________________
 ER0696* NAD 83(1992)-  34 07 45.64524(N)    109 18 41.59542(W)     ADJUSTED  
 ER0696* NAVD 88     -      2145.6    (meters)    7039.     (feet)  GPS OBS   
 ER0696  ___________________________________________________________________
 ER0696  X           -  -1,748,429.007 (meters)                     COMP
 ER0696  Y           -  -4,989,503.704 (meters)                     COMP
 ER0696  Z           -   3,559,523.358 (meters)                     COMP
 ER0696  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 ER0696  ELLIP HEIGHT-        2123.18  (meters)          (11/21/00) GPS OBS
 ER0696  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0696
 ER0696  HORZ ORDER  -  THIRD
 ER0696  ELLP ORDER  -  THIRD     CLASS I
 ER0696
 ER0696.The horizontal coordinates were established by GPS observations
 ER0696.and adjusted by the National Geodetic Survey in September 1992..
 ER0696
 ER0696.The orthometric height was determined by GPS observations and a
 ER0696.high-resolution geoid model.
 ER0696
 ER0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0696
 ER0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0696
 ER0696.The ellipsoidal height was determined by GPS observations
 ER0696.and is referenced to NAD 83.
 ER0696
 ER0696.The geoid height was determined by GEOID03.
 ER0696
 ER0696;                    North         East     Units Scale Factor Converg.
 ER0696;SPC AZ E     -   347,330.161   292,232.640   MT  0.99997666   +0 28 47.3
 ER0696;SPC AZ E     - 1,139,534.65    958,768.50   iFT  0.99997666   +0 28 47.3
 ER0696;UTM  12      - 3,777,785.102   655,695.988   MT  0.99989882   +0 56 51.1
 ER0696
 ER0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0696!SPC AZ E     -   0.99966681  x   0.99997666  =   0.99964348
 ER0696!UTM  12      -   0.99966681  x   0.99989882  =   0.99956566
 ER0696
 ER0696:                Primary Azimuth Mark                     Grid Az
 ER0696:SPC AZ E     -  FAA Q35 B                                043 31 13.6
 ER0696:UTM  12      -  FAA Q35 B                                043 03 09.8
 ER0696
 ER0696|---------------------------------------------------------------------|
 ER0696| PID    Reference Object                     Distance      Geod. Az  |
 ER0696|                                                           dddmmss.s |
 ER0696| ER0697 FAA Q35 B                           APPROX. 0.7 KM 0440000.9 |
 ER0696|---------------------------------------------------------------------|
 ER0696
 ER0696                          SUPERSEDED SURVEY CONTROL
 ER0696
 ER0696  NAD 83(1992)-  34 07 45.64344(N)    109 18 41.60005(W) AD(       ) 3
 ER0696  ELLIP H (09/30/92) 2123.25   (m)                       GP(       ) 2 1
 ER0696
 ER0696.Superseded values are not recommended for survey control.
 ER0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0696.See file dsdata.txt to determine how the superseded data were derived.
 ER0696
 ER0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5569677785(NAD 83)
 ER0696_MARKER: I = METAL ROD
 ER0696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ER0696_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ER0696_STAMPING: FAA Q35 A 1992
 ER0696_MARK LOGO: NGS   
 ER0696_PROJECTION: FLUSH
 ER0696_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0696+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ER0696_ROD/PIPE-DEPTH: 1.8  meters
 ER0696_SLEEVE-DEPTH  : 0.75 meters
 ER0696
 ER0696  HISTORY     - Date     Condition        Report By
 ER0696  HISTORY     - 1992     MONUMENTED       NGS
 ER0696  HISTORY     - 20050726 MARK NOT FOUND   USPSQD
 ER0696
 ER0696                          STATION DESCRIPTION
 ER0696
 ER0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ER0696'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) WEST OF SPRINGERVILLE, AT
 ER0696'BABBIT FIELD (AIRPORT), IN THE SOUTHWEST END OF A SECTION OF MEDIAN
 ER0696'AT THE JUNCTION OF RUNWAYS 3-21 AND 11-29.  OWNERSHIP--TOWN OF
 ER0696'SPRINGERVILLE, PO BOX 390, SPRINGERVILLE, AZ 85938.  PHONE
 ER0696'602-333-2656.  AIRPORT MANAGER ROGER BABBIT, PHONE 602-333-5746.
 ER0696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0696'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0696'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET
 ER0696'CROSSROAD AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN
 ER0696'RIGHT, WEST, ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT
 ER0696'END AT THE AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON NORTHWEST SIDE
 ER0696'OF BUILDING, PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM
 ER0696'(0.11 MI) TO THE TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.34
 ER0696'KM (0.21 MI) TO RUNWAY 11-29 AND THE STATION ON THE RIGHT.
 ER0696'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0696'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0696'GROUND.  LOCATED 71.4 M (234.3 FT) NORTHEAST OF THE CENTER OF RUNWAY
 ER0696'29-11, 47.4 M (155.5 FT) SOUTHEAST OF THE CENTER OF RUNWAY 3-21, 33.4
 ER0696'M (109.6 FT) SOUTH-SOUTHEAST OF THE SECOND RUNWAY LIGHT ON SOUTHEAST
 ER0696'SIDE OF RUNWAY 3-21 AND 28.8 M (94.5 FT) NORTHWEST OF THE TAXIWAY
 ER0696'CENTER.
 ER0696
 ER0696                          STATION RECOVERY (2005)
 ER0696
 ER0696'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0696'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0697 ***********************************************************************
 ER0697  PACS        -  This is a Primary Airport Control Station.
 ER0697  DESIGNATION -  FAA Q35 B
 ER0697  PID         -  ER0697
 ER0697  STATE/COUNTY-  AZ/APACHE
 ER0697  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0697
 ER0697                         *CURRENT SURVEY CONTROL
 ER0697  ___________________________________________________________________
 ER0697* NAD 83(1992)-  34 08 02.66643(N)    109 18 21.82781(W)     ADJUSTED  
 ER0697* NAVD 88     -      2141.56   (meters)    7026.1    (feet)  GPS OBS   
 ER0697  ___________________________________________________________________
 ER0697  X           -  -1,747,852.406 (meters)                     COMP
 ER0697  Y           -  -4,989,390.299 (meters)                     COMP
 ER0697  Z           -   3,559,955.384 (meters)                     COMP
 ER0697  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ER0697  ELLIP HEIGHT-        2119.18  (meters)          (11/21/00) GPS OBS
 ER0697  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0697
 ER0697  HORZ ORDER  -  THIRD
 ER0697  ELLP ORDER  -  THIRD     CLASS I
 ER0697
 ER0697.This mark is at Town Of Springerville Municipal Airport  (D68)
 ER0697
 ER0697.The horizontal coordinates were established by GPS observations
 ER0697.and adjusted by the National Geodetic Survey in September 1992..
 ER0697
 ER0697.The orthometric height was determined by GPS observations and a
 ER0697.high-resolution geoid model.
 ER0697
 ER0697.GPS derived orthometric heights for airport stations designated as
 ER0697.PACS or SACS are published to 2 decimal places.  This maintains
 ER0697.centimeter relative accuracy between the PACS and SACS.  It does
 ER0697.not indicate centimeter accuracy relative to other marks which are
 ER0697.part of the NAVD 88 network.
 ER0697
 ER0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0697
 ER0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0697
 ER0697.The ellipsoidal height was determined by GPS observations
 ER0697.and is referenced to NAD 83.
 ER0697
 ER0697.The geoid height was determined by GEOID03.
 ER0697
 ER0697;                    North         East     Units Scale Factor Converg.
 ER0697;SPC AZ E     -   347,858.850   292,734.706   MT  0.99997764   +0 28 58.6
 ER0697;SPC AZ E     - 1,141,269.19    960,415.70   iFT  0.99997764   +0 28 58.6
 ER0697;UTM  12      - 3,778,317.831   656,193.682   MT  0.99990074   +0 57 02.6
 ER0697
 ER0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0697!SPC AZ E     -   0.99966744  x   0.99997764  =   0.99964509
 ER0697!UTM  12      -   0.99966744  x   0.99990074  =   0.99956821
 ER0697
 ER0697:                Primary Azimuth Mark                     Grid Az
 ER0697:SPC AZ E     -  S 408                                    203 02 37.8
 ER0697:UTM  12      -  S 408                                    202 34 33.8
 ER0697
 ER0697|---------------------------------------------------------------------|
 ER0697| PID    Reference Object                     Distance      Geod. Az  |
 ER0697|                                                           dddmmss.s |
 ER0697| ER0380 S 408                               APPROX. 0.6 KM 2033136.4 |
 ER0697|---------------------------------------------------------------------|
 ER0697
 ER0697                          SUPERSEDED SURVEY CONTROL
 ER0697
 ER0697  NAD 83(1992)-  34 08 02.66463(N)    109 18 21.83245(W) AD(       ) 3
 ER0697  ELLIP H (09/30/92) 2119.25   (m)                       GP(       ) 2 1
 ER0697
 ER0697.Superseded values are not recommended for survey control.
 ER0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0697.See file dsdata.txt to determine how the superseded data were derived.
 ER0697
 ER0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5619478318(NAD 83)
 ER0697_MARKER: I = METAL ROD
 ER0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ER0697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ER0697_STAMPING: FAA Q35 B 1992
 ER0697_MARK LOGO: NGS   
 ER0697_PROJECTION: FLUSH
 ER0697_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0697+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 ER0697_ROD/PIPE-DEPTH: 1.22 meters
 ER0697_SLEEVE-DEPTH  : 0.75 meters
 ER0697
 ER0697  HISTORY     - Date     Condition        Report By
 ER0697  HISTORY     - 1992     MONUMENTED       NGS
 ER0697  HISTORY     - 20050727 GOOD             USPSQD
 ER0697  HISTORY     - 20060323 GOOD             WOOLPT
 ER0697
 ER0697                          STATION DESCRIPTION
 ER0697
 ER0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ER0697'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) WEST OF SPRINGERVILLE, AT
 ER0697'BABBIT FIELD (AIRPORT), IN THE MEDIAN BETWEEN RUNWAY 3-21 AND THE
 ER0697'TAXIWAY, AT A CONNECTOR.  OWNERSHIP--TOWN OF SPRINGERVILLE, P.O. BOX
 ER0697'390, SPRINGERVILLE, AZ 85938.  PHONE 602-333-2656.  AIRPORT MANAGER
 ER0697'ROGER BABBIT, PHONE 602-333-5746.
 ER0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0697'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0697'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET
 ER0697'CROSSROAD AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN
 ER0697'RIGHT, WEST, ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT
 ER0697'END AT THE AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON NORTHWEST SIDE
 ER0697'OF BUILDING, PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM
 ER0697'(0.11 MI) TO THE TAXIWAY.  TURN RIGHT, NORTHEAST, ON TAXIWAY FOR 0.41
 ER0697'KM (0.25 MI) TO THE CONNECTOR ON THE LEFT AND THE STATION ON THE
 ER0697'LEFT.
 ER0697'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0697'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0697'GROUND.  LOCATED 50.0 M (164.0 FT) SOUTHEAST OF THE CENTER OF RUNWAY
 ER0697'3-21, 40.5 M (132.9 FT) SOUTH OF THE SOUTH CORNER OF THE REAR VASI
 ER0697'CONCRETE PAD, 26.1 M (85.6 FT) NORTHWEST OF THE TAXIWAY CENTER AND
 ER0697'19.7 M (64.6 FT) NORTHEAST OF THE CONNECTOR CENTER.
 ER0697
 ER0697                          STATION RECOVERY (2005)
 ER0697
 ER0697'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0697'RECOVERED AS DESCRIBED.
 ER0697
 ER0697                          STATION RECOVERY (2006)
 ER0697
 ER0697'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 ER0697'DESCRIBED BY DJK, WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 68
 ER0697'KM (42 MI) SOUTHEAST OF SHOW LOW AND 3 KM (1.9 MI) WEST OF
 ER0697'SPRINGERVILLE, AT THE TOWN OF SPRINGERVILLE MUNICIPAL AIRPORT, IN THE
 ER0697'MEDIAN BETWEEN RUNWAY 3-21 AND THE TAXIWAY, AT A CONNECTOR.
 ER0697'OWNERSHIP--TOWN OF SPRINGERVILLE, P.O. BOX 390, SPRINGERVILLE, AZ
 ER0697'85938.  PHONE 928-333-2656.  AIRPORT MANAGER BRIAN MARTIN, PHONE
 ER0697'928-333-5746.
 ER0697' 
 ER0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0697'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0697'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET CROSSROAD
 ER0697'AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN RIGHT, WEST,
 ER0697'ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT END AT THE
 ER0697'AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON SOUTHEAST SIDE OF BUILDING,
 ER0697'PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM (0.11 MI) TO THE
 ER0697'TAXIWAY.  TURN RIGHT, NORTHEAST, ON TAXIWAY FOR 0.37 KM (0.23 MI) TO
 ER0697'THE CONNECTOR ON THE LEFT AND THE STATION ON THE LEFT.
 ER0697' 
 ER0697'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0697'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0697'GROUND.  LOCATED 21.76 M (71.4 FT) NORTHWEST FROM THE NORTHWEST EDGE
 ER0697'OF THE MAIN TAXIWAY, 14.3 M (46.90 FT) NORTHEAST FROM THE NORTHERN
 ER0697'MOST EDGE OF A CONNECTING TAXIWAY, 12.9 M (42.20 FT) NORTHWEST OF THE
 ER0697'CENTER OF THE NORTHWESTERN MOST OF TWO CORRIGATED STEEL PIPES, AND 1 M
 ER0697'(3 FT) SOUTHEAST OF A SHORT CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0522 ***********************************************************************
 GP0522  DESIGNATION -  FACADE
 GP0522  PID         -  GP0522
 GP0522  STATE/COUNTY-  AZ/COCONINO
 GP0522  USGS QUAD   -  SALT TRAIL CANYON (1988)
 GP0522
 GP0522                         *CURRENT SURVEY CONTROL
 GP0522  ___________________________________________________________________
 GP0522* NAD 83(1992)-  36 08 52.72537(N)    111 41 35.21849(W)     ADJUSTED  
 GP0522* NAVD 88     -      1659.9    (meters)    5446.     (feet)  VERTCON   
 GP0522  ___________________________________________________________________
 GP0522  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GP0522  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0522
 GP0522  HORZ ORDER  -  THIRD
 GP0522
 GP0522.The horizontal coordinates were established by classical geodetic methods
 GP0522.and adjusted by the National Geodetic Survey in August 1993..
 GP0522
 GP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0522
 GP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0522
 GP0522.The geoid height was determined by GEOID03.
 GP0522
 GP0522;                    North         East     Units Scale Factor Converg.
 GP0522;SPC AZ C     -   570,954.232   233,476.411   MT  0.99990498   +0 07 54.7
 GP0522;SPC AZ C     - 1,873,209.42    765,998.72   iFT  0.99990498   +0 07 54.7
 GP0522;UTM  12      - 4,000,584.194   437,647.528   MT  0.99964790   -0 24 31.9
 GP0522
 GP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0522!SPC AZ C     -   0.99974322  x   0.99990498  =   0.99964823
 GP0522!UTM  12      -   0.99974322  x   0.99964790  =   0.99939122
 GP0522
 GP0522:                Primary Azimuth Mark                     Grid Az
 GP0522:SPC AZ C     -  COMANCHE                                 238 29 25.2
 GP0522:UTM  12      -  COMANCHE                                 239 01 51.8
 GP0522
 GP0522|---------------------------------------------------------------------|
 GP0522| PID    Reference Object                     Distance      Geod. Az  |
 GP0522|                                                           dddmmss.s |
 GP0522| GP0517 COMANCHE                            APPROX.11.7 KM 2383719.9 |
 GP0522|---------------------------------------------------------------------|
 GP0522
 GP0522                          SUPERSEDED SURVEY CONTROL
 GP0522
 GP0522  NAD 83(1986)-  36 08 52.72478(N)    111 41 35.21295(W) AD(       ) 3
 GP0522  NGVD 29 (05/08/89) 1659.0    (m)         5443.     (f) VERT ANG       
 GP0522
 GP0522.Superseded values are not recommended for survey control.
 GP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0522.See file dsdata.txt to determine how the superseded data were derived.
 GP0522
 GP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3764800584(NAD 83)
 GP0522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0522_SETTING: 80 = SET IN A BOULDER
 GP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0522+STABILITY: SURFACE MOTION
 GP0522
 GP0522  HISTORY     - Date     Condition        Report By
 GP0522  HISTORY     - 1983     MONUMENTED       AZDT
 GP0522  HISTORY     - 1956     GOOD             USGS
 GP0522
 GP0522                          STATION DESCRIPTION
 GP0522
 GP0522'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GP0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0872 ***********************************************************************
 ET0872  DESIGNATION -  FAIN
 ET0872  PID         -  ET0872
 ET0872  STATE/COUNTY-  AZ/YAVAPAI
 ET0872  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0872
 ET0872                         *CURRENT SURVEY CONTROL
 ET0872  ___________________________________________________________________
 ET0872* NAD 83(1992)-  34 34 06.02288(N)    112 15 25.08751(W)     ADJUSTED  
 ET0872* NAVD 88     -      1459.1    (meters)    4787.     (feet)  VERTCON   
 ET0872  ___________________________________________________________________
 ET0872  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 ET0872  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0872
 ET0872  HORZ ORDER  -  SECOND
 ET0872
 ET0872.The horizontal coordinates were established by classical geodetic methods
 ET0872.and adjusted by the National Geodetic Survey in August 1993..
 ET0872
 ET0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0872
 ET0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0872
 ET0872.The geoid height was determined by GEOID03.
 ET0872
 ET0872;                    North         East     Units Scale Factor Converg.
 ET0872;SPC AZ C     -   395,744.678   182,135.245   MT  0.99991201   -0 11 35.1
 ET0872;SPC AZ C     - 1,298,374.93    597,556.58   iFT  0.99991201   -0 11 35.1
 ET0872;UTM  12      - 3,825,892.965   384,697.113   MT  0.99976387   -0 42 47.8
 ET0872
 ET0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0872!SPC AZ C     -   0.99977510  x   0.99991201  =   0.99968713
 ET0872!UTM  12      -   0.99977510  x   0.99976387  =   0.99953902
 ET0872
 ET0872|---------------------------------------------------------------------|
 ET0872| PID    Reference Object                     Distance      Geod. Az  |
 ET0872|                                                           dddmmss.s |
 ET0872| CH2256 FAIN RM 2                             9.409 METERS 07418     |
 ET0872| ET0919 HUMBOLDT SMOKE STACK                APPROX. 8.1 KM 1635324.1 |
 ET0872| CH2255 FAIN RM 1                             8.235 METERS 17149     |
 ET0872|---------------------------------------------------------------------|
 ET0872
 ET0872                          SUPERSEDED SURVEY CONTROL
 ET0872
 ET0872  NAD 83(1986)-  34 34 06.01932(N)    112 15 25.08538(W) AD(       ) 2
 ET0872  NAD 27      -  34 34 05.92782(N)    112 15 22.49910(W) AD(       ) 2
 ET0872  NGVD 29 (07/19/86) 1458.3    (m)         4784.     (f) VERT ANG       
 ET0872
 ET0872.Superseded values are not recommended for survey control.
 ET0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0872.See file dsdata.txt to determine how the superseded data were derived.
 ET0872
 ET0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8469725893(NAD 83)
 ET0872_MARKER: DD = SURVEY DISK
 ET0872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0872+WITH SETTING: INFORMATION.
 ET0872_SP_SET: PREFABRICATED CONCRETE POST
 ET0872
 ET0872  HISTORY     - Date     Condition        Report By
 ET0872  HISTORY     - 1969     MONUMENTED       USGS
 ET0872  HISTORY     - 1980     GOOD             AZDT
 ET0872
 ET0872                          STATION DESCRIPTION
 ET0872
 ET0872'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LH)
 ET0872'LOCATED ABOUT 13 MI. ENE. OF PRESCOTT ARIZONA.  ABOUT 8 MI. N. OF
 ET0872'POLAND JUNCTION.  ABOUT 3 MI. N. OF DEWEY.  ON N. WESTERLY END OF A
 ET0872'FLAT TOP, BEHIND RANCH HOUSE.  A STOCK TANK IS ALSO ON THIS TOP.
 ET0872'
 ET0872'TO REACH FROM DEWEY ARIZONA, DRIVE N. ALONG STATE HIGHWAY 69 FOR
 ET0872'2.8 MI. TO DIRT RD. THRU RANCH.  TURN RIGHT AND FOLLOW DIRT RD. FOR
 ET0872'0.4 MI..  TURN RIGHT FOR 0.1 MI..  TURN LEFT AROUND BARN AND FOLLOW
 ET0872'RD. 0.2 MI. TO TOP AND STATION MARK.
 ET0872'
 ET0872'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED FAIN 1969 CRIMPED
 ET0872'ON A COPPERWELD ROD AND SET IN CONCRETE COLLAR.
 ET0872'
 ET0872'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK BRASS TABLET
 ET0872'STAMPED RM 1 CRIMPED ON A COPPERWELD ROD AND SET IN CONCRETE
 ET0872'COLLAR.
 ET0872'
 ET0872'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 ET0872'STAMPED RM 2 CRIMPED ON A COPPERWELD ROD AND SET IN CONCRETE
 ET0872'COLLAR.
 ET0872'
 ET0872'AZIMUTH MARK--HUMBOLDT SMOKE STACK ABOUT 4.3 MI. (AIRLINE) FROM
 ET0872'STATION MARK.
 ET0872
 ET0872                          STATION RECOVERY (1980)
 ET0872
 ET0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0872'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 ET0872'REFERENCE MARK 2 HAS BEEN DESTROYED.
 ET0872'
 ET0872'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL NORTH ALONG
 ET0872'ARIZONA HIGHWAY 69 FOR 3.10 MILES TO A BLADED ROAD RIGHT.  TURN RIGHT
 ET0872'AND CONTINUE NORTH FOR 0.4 MILE TO A RANCH HOUSE ON THE RIGHT.  OBTAIN
 ET0872'PERMISSION FROM RANCH BEFOR VISITING STATION.  THE STATION IS ON THE
 ET0872'SMALL FLAT TOPPED HILL ABOUT 500 FEET NORTHEAST OF THE RANCH HOUSE AND
 ET0872'THE GATES ARE LOCKED AT NIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0371 ***********************************************************************
 CF0371  DESIGNATION -  FAIR
 CF0371  PID         -  CF0371
 CF0371  STATE/COUNTY-  AZ/COCHISE
 CF0371  USGS QUAD   -  DOUGLAS (1978)
 CF0371
 CF0371                         *CURRENT SURVEY CONTROL
 CF0371  ___________________________________________________________________
 CF0371* NAD 83(1992)-  31 21 53.86171(N)    109 32 25.49074(W)     ADJUSTED  
 CF0371* NAVD 88     -      1227.0    (meters)    4026.     (feet)  VERTCON   
 CF0371  ___________________________________________________________________
 CF0371  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CF0371  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0371
 CF0371  HORZ ORDER  -  SECOND
 CF0371
 CF0371.The horizontal coordinates were established by classical geodetic methods
 CF0371.and adjusted by the National Geodetic Survey in August 1993..
 CF0371
 CF0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0371
 CF0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0371
 CF0371.The geoid height was determined by GEOID03.
 CF0371
 CF0371;                    North         East     Units Scale Factor Converg.
 CF0371;SPC AZ E     -    40,629.663   272,935.382   MT  0.99994376   +0 19 33.5
 CF0371;SPC AZ E     -   133,299.42    895,457.29   iFT  0.99994376   +0 19 33.5
 CF0371;UTM  12      - 3,470,970.398   638,814.346   MT  0.99983767   +0 45 35.3
 CF0371
 CF0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0371!SPC AZ E     -   0.99981164  x   0.99994376  =   0.99975541
 CF0371!UTM  12      -   0.99981164  x   0.99983767  =   0.99964934
 CF0371
 CF0371                          SUPERSEDED SURVEY CONTROL
 CF0371
 CF0371  NAD 83(1986)-  31 21 53.85950(N)    109 32 25.47526(W) AD(       ) 2
 CF0371  NGVD 29 (03/13/91) 1226.2    (m)         4023.     (f) VERT ANG       
 CF0371
 CF0371.Superseded values are not recommended for survey control.
 CF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0371.See file dsdata.txt to determine how the superseded data were derived.
 CF0371
 CF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3881470970(NAD 83)
 CF0371_MARKER: DS = TRIANGULATION STATION DISK
 CF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0371+STABILITY: SURFACE MOTION
 CF0371
 CF0371  HISTORY     - Date     Condition        Report By
 CF0371  HISTORY     - 1982     MONUMENTED       AZDT
 CF0371
 CF0371                          STATION DESCRIPTION
 CF0371
 CF0371'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0371'THE STATION IS LOCATED 1-1/2 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0371'HIGHWAY 80.  A 21 FOOT H.I. IS REQUIRED AT DOUGLAS TO SEE FAIR.
 CF0371'
 CF0371'THE STATION MARK IS AN AZDT DISK STAMPED---FAIR 1982---.  IT IS SET IN
 CF0371'TOP OF A 10 INCH COACRETE MONUMENT.  IT IS 47 FEET NORTHWEST OF THE
 CF0371'CENTERLINE OF HIGHWAY, 2 FEET SOUTHEAST OF THE FENCELINE AND 3.5 FEET
 CF0371'NORTHWEST OF THE WITNESS POST.
 CF0371'
 CF0371'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FAIR RM 1 1982---.  IT IS
 CF0371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET WEST OF A WITNESS
 CF0371'POST.
 CF0371'
 CF0371'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FAIR RM 2 1982---.  IT IS
 CF0371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET NORTHEAST OF A
 CF0371'WITNESS POST.
 CF0371'
 CF0371'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0371'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND
 CF0371'TRAVEL NORTH ALONG US 80 FOR 1.6 MILES TO THE STATION ON THE LEFT AT
 CF0371'MILE POST 368.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0961 ***********************************************************************
 CG0961  DESIGNATION -  FAIRBANK
 CG0961  PID         -  CG0961
 CG0961  STATE/COUNTY-  AZ/COCHISE
 CG0961  USGS QUAD   -  FAIRBANK (1952)
 CG0961
 CG0961                         *CURRENT SURVEY CONTROL
 CG0961  ___________________________________________________________________
 CG0961* NAD 83(1992)-  31 43 42.68020(N)    110 12 35.16606(W)     ADJUSTED  
 CG0961* NAVD 88     -      1232.3    (meters)    4043.     (feet)  VERTCON   
 CG0961  ___________________________________________________________________
 CG0961  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CG0961  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0961
 CG0961  HORZ ORDER  -  SECOND
 CG0961
 CG0961.The horizontal coordinates were established by classical geodetic methods
 CG0961.and adjusted by the National Geodetic Survey in August 1993..
 CG0961
 CG0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0961
 CG0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0961
 CG0961.The geoid height was determined by GEOID03.
 CG0961
 CG0961;                    North         East     Units Scale Factor Converg.
 CG0961;SPC AZ E     -    80,768.187   209,275.640   MT  0.99990021   -0 01 21.6
 CG0961;SPC AZ E     -   264,987.49    686,599.87   iFT  0.99990021   -0 01 21.6
 CG0961;UTM  12      - 3,510,616.585   574,861.761   MT  0.99966912   +0 24 56.2
 CG0961
 CG0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0961!SPC AZ E     -   0.99981091  x   0.99990021  =   0.99971114
 CG0961!UTM  12      -   0.99981091  x   0.99966912  =   0.99948010
 CG0961
 CG0961|---------------------------------------------------------------------|
 CG0961| PID    Reference Object                     Distance      Geod. Az  |
 CG0961|                                                           dddmmss.s |
 CG0961| CC7371 FAIRBANK RM 1                        11.172 METERS 02045     |
 CG0961| CC7372 FAIRBANK RM 2                         8.107 METERS 14002     |
 CG0961| CC7370 FAIRBANK AZ MK                                     2035449.1 |
 CG0961|---------------------------------------------------------------------|
 CG0961
 CG0961                          SUPERSEDED SURVEY CONTROL
 CG0961
 CG0961  NAD 83(1986)-  31 43 42.67221(N)    110 12 35.15931(W) AD(       ) 2
 CG0961  NAD 27      -  31 43 42.34900(N)    110 12 32.87700(W) AD(       ) 2
 CG0961  NGVD 29 (07/19/86) 1231.5    (m)         4040.     (f) VERT ANG       
 CG0961
 CG0961.Superseded values are not recommended for survey control.
 CG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0961.See file dsdata.txt to determine how the superseded data were derived.
 CG0961
 CG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7486210617(NAD 83)
 CG0961_MARKER: DS = TRIANGULATION STATION DISK
 CG0961_SETTING: 66 = SET IN ROCK OUTCROP
 CG0961_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0961+STABILITY: POSITION/ELEVATION WELL
 CG0961
 CG0961  HISTORY     - Date     Condition        Report By
 CG0961  HISTORY     - 1946     MONUMENTED       CGS
 CG0961  HISTORY     - 1986     GOOD             AZDT
 CG0961
 CG0961                          STATION DESCRIPTION
 CG0961
 CG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0961'THE STATION IS 1-3/4 MILES WNW OF FAIRBANK, BY AIRLINE, AND 12-1/2
 CG0961'MILES, AIRLINE, SSE OF ST. DAVID.  THE STATION IS ON TOP OF
 CG0961'THE FIRST ROCKY KNOLL, ABOUT 3/4 MILE W OF THE SAN PEDRO RIVER,
 CG0961'AND ABOUT 1/2 MILE N OF STATE HIGHWAY 82.
 CG0961'
 CG0961'TO REACH FROM THE MAIN CROSSROAD IN FAIRBANK, GO W ON STATE
 CG0961'HIGHWAY 82 OVER THE SOUTHERN PACIFIC RAILROAD TRACKS FOR 1.3
 CG0961'MILES TO A CATTLE GUARD.  CONTINUE FOR 0.2 MILE TO A GRADED
 CG0961'ROAD AND A CATTLE GUARD ON THE RIGHT AND THE WITNESS POST
 CG0961'AND THE AZIMUTH MARK JUST TO THE LEFT OF THE CATTLE GUARD.
 CG0961'HERE TAKE RIGHT FORK, A GRADED ROAD, TO THE N FOR 0.5 MILE.
 CG0961'HERE TURN RIGHT OR E AND GO 0.1 MILE TO A N-S FENCE LINE AND
 CG0961'THE END OF TRUCK TRAVEL.  FROM HERE PACK E FOR 1/4 MIL TO THE
 CG0961'HIGHEST POINT AND THE STATION.
 CG0961'
 CG0961'STATION MARK IS A BRONZE STATION DISK, STAMPED FAIRBANK
 CG0961'1946, AND SET IN A BOULDER PROJECTING 6 INCHES.  IT IS 9-1/2
 CG0961'INCHES N OF THE HIGHEST POINT OF THE HILL.
 CG0961'
 CG0961'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1
 CG0961'FAIRBANK 1946, AND SET IN A BOULDER PROJECTING 10 INCHES.
 CG0961'IT IS ABOUT 26 INCHES BELOW THE STATION.  THE MARK IS N OF THE
 CG0961'STATION.
 CG0961'
 CG0961'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NO 2
 CG0961'FAIRBANK 1946, AND SET IN A BOULDER PROJECTING 10 INCHES.  IT IS
 CG0961'ABOUT 18 INCHES BELOW THE STATION.  THE MARK IS SSE OF THE
 CG0961'STATION.
 CG0961'
 CG0961'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED FAIRBANK
 CG0961'1946, AND SET IN A CONCRETE ABUTMENT AT THE W END OF A CATTLE
 CG0961'GUARD.  IT IS 12 FEET E OF THE WITNESS POST, 11 FEET W OF THE
 CG0961'CENTER OF A GRADED ROAD, 100 FEET N OF THE CENTER OF STATE
 CG0961'HIGHWAY 82, AND 1/2 MILE S OF THE STATION.
 CG0961'
 CG0961'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0961
 CG0961                          STATION RECOVERY (1986)
 CG0961
 CG0961'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0961'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0961'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0961'
 CG0961'TO REACH THE STATION FROM TOMBSTONE TRAVEL NORTHWEST ALONG STATE ROUTE
 CG0961'82 AND U.S. HIGHWAY 80 FOR ABOUT 3 MILES TO THEIR JUNCTION.  TRAVEL
 CG0961'WEST ALONG SR 82 7.8 MILES TO KELLAR ROAD.  TURN RIGHT FOR ABOUT 100
 CG0961'FEET TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE LEFT.  TRAVEL NORTH
 CG0961'ALONG KELLER ROAD FOR 0.7 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 CG0961'RIGHT AND TRAVEL EAST FOR 0.05 MILE TO FENCE LINE.  TRAVEL SOUTH ALONG
 CG0961'THE WEST SIDE OF THE FENCE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 CG0961'PACK EAST TO THE HIGHEST POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0603 ***********************************************************************
 DV0603  DESIGNATION -  FALCON
 DV0603  PID         -  DV0603
 DV0603  STATE/COUNTY-  AZ/MARICOPA
 DV0603  USGS QUAD   -  FOWLER (1982)
 DV0603
 DV0603                         *CURRENT SURVEY CONTROL
 DV0603  ___________________________________________________________________
 DV0603* NAD 83(1992)-  33 27 37.87913(N)    112 08 03.14768(W)     ADJUSTED  
 DV0603* NAVD 88     -       327.049  (meters)    1072.99   (feet)  ADJUSTED  
 DV0603  ___________________________________________________________________
 DV0603  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DV0603  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0603  DYNAMIC HT  -         326.668 (meters)    1071.74  (feet)  COMP
 DV0603  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV0603
 DV0603  HORZ ORDER  -  SECOND
 DV0603  VERT ORDER  -  FIRST     CLASS II
 DV0603
 DV0603.The horizontal coordinates were established by classical geodetic methods
 DV0603.and adjusted by the National Geodetic Survey in August 1993..
 DV0603
 DV0603.The orthometric height was determined by differential leveling
 DV0603.and adjusted by the National Geodetic Survey in November 1993..
 DV0603
 DV0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0603
 DV0603.The geoid height was determined by GEOID03.
 DV0603
 DV0603.The dynamic height is computed by dividing the NAVD 88
 DV0603.geopotential number by the normal gravity value computed on the
 DV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0603.degrees latitude (g = 980.6199 gals.).
 DV0603
 DV0603.The modeled gravity was interpolated from observed gravity values.
 DV0603
 DV0603;                    North         East     Units Scale Factor Converg.
 DV0603;SPC AZ C     -   272,843.432   193,138.367   MT  0.99990504   -0 07 11.8
 DV0603;SPC AZ C     -   895,155.62    633,656.06   iFT  0.99990504   -0 07 11.8
 DV0603;UTM  12      - 3,702,917.599   394,598.176   MT  0.99973696   -0 37 31.5
 DV0603
 DV0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0603!SPC AZ C     -   0.99995337  x   0.99990504  =   0.99985842
 DV0603!UTM  12      -   0.99995337  x   0.99973696  =   0.99969034
 DV0603
 DV0603|---------------------------------------------------------------------|
 DV0603| PID    Reference Object                     Distance      Geod. Az  |
 DV0603|                                                           dddmmss.s |
 DV0603| DV0602 FALCON RM 1                           8.059 METERS 06423     |
 DV0603| DV0605 FALCON AZ MK                                       1423230.4 |
 DV0603| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 1.7 KM 2000035.2 |
 DV0603| DV0604 FALCON RM 2                          15.757 METERS 21538     |
 DV0603|---------------------------------------------------------------------|
 DV0603
 DV0603                          SUPERSEDED SURVEY CONTROL
 DV0603
 DV0603  NAD 83(1986)-  33 27 37.87322(N)    112 08 03.15326(W) AD(       ) 2
 DV0603  NAD 27      -  33 27 37.71830(N)    112 08 00.61100(W) AD(       ) 2
 DV0603  NGVD 29 (??/??/92)  326.426  (m)         1070.95   (f) ADJ UNCH    1 2
 DV0603
 DV0603.Superseded values are not recommended for survey control.
 DV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0603.See file dsdata.txt to determine how the superseded data were derived.
 DV0603
 DV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9459802918(NAD 83)
 DV0603_MARKER: DE = TRAVERSE STATION DISK
 DV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0603_STAMPING: FALCON 1963
 DV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0603+STABILITY: SURFACE MOTION
 DV0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0603+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV0603
 DV0603  HISTORY     - Date     Condition        Report By
 DV0603  HISTORY     - 1963     MONUMENTED       CGS
 DV0603  HISTORY     - 1963     GOOD             CGS
 DV0603  HISTORY     - 1981     GOOD             AZDT
 DV0603  HISTORY     - 19960217 GOOD             USPSQD
 DV0603  HISTORY     - 20060324 GOOD             USPSQD
 DV0603
 DV0603                          STATION DESCRIPTION
 DV0603
 DV0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0603'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF THE CENTER OF
 DV0603'PHOENIX, 0.65 MILE NORTH OF WEST VAN BUREN STREET, 0.35 MILE
 DV0603'SOUTH OF WEST MC DOWELL ROAD, ON THE EAST SIDE OF 35TH AVENUE
 DV0603'AND AT THE WEST EDGE OF FALCON PARK.
 DV0603'
 DV0603'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0603'(U.S. HIGHWAY 80) AND 35TH AVENUE IN THE SOUTHWEST PART OF
 DV0603'PHOENIX, GO NORTH ON 35TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV0603'STREET, CONTINUE NORTH ON 35TH AVENUE FOR 0.5 MILE TO WEST
 DV0603'ROOSEVELT STREET, CONTINUE NORTH ON 35TH AVENUE FOR 0.15 MILE
 DV0603'TO THE STATION ON THE RIGHT.
 DV0603'
 DV0603'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0603'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DV0603'AND IS STAMPED FALCON 1963.  THE MARK IS 78 FEET EAST OF THE CENTER
 DV0603'OF 35TH AVENUE, 43 FEET NORTHWEST OF THE SOUTH END OF BACKSTOP
 DV0603'FENCE, 30.5 FEET WEST OF BACKSTOP FENCE AND 8.5 FEET SOUTHWEST
 DV0603'OF A LIGHT POLE.
 DV0603'
 DV0603'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV0603'IN THE SOUTHEAST CORNER OF CONCRETE FOUNDATION OF BLEACHERS AND
 DV0603'IS STAMPED FALCON NO 1 1963.  THE MARK IS 20.5 FEET EAST OF A
 DV0603'LIGHT POLE AND 7 FEET WEST OF THE BACKSTOP FENCE.
 DV0603'
 DV0603'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0603'ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND IS
 DV0603'STAMPED FALCON NO 2 1963.  THE MARK IS 61.5 FEET WEST OF THE
 DV0603'SOUTH END OF BACKSTOP FENCE, 60 FEET SOUTHWEST OF A LIGHT POLE
 DV0603'AND 48 FEET EAST OF THE CENTER OF 35TH AVENUE.
 DV0603'
 DV0603'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0603'THE CONCRETE SIDEWALK AND IS STAMPED FALCON 1963.  THE MARK
 DV0603'IS 104 FEET NORTH OF THE NORTH SIDE OF CARL HAYDEN HIGH SCHOOL
 DV0603'BUILDING, 67 FEET NORTH-NORTHEAST OF FLAGPOLE, 38 FEET SOUTH OF
 DV0603'THE CENTER OF WEST ROOSEVELT STREET AND 14 FEET EAST OF THE
 DV0603'CENTER OF A DRIVEWAY.
 DV0603'
 DV0603'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 35TH
 DV0603'AVENUE FOR 0.15 MILE, TURN LEFT, GO EAST ON WEST ROOSEVELT
 DV0603'STREET FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 DV0603'
 DV0603'1/4 CORNER, IS A CITY SURVEY POINT, A BRASS DISK SET IN
 DV0603'CONCRETE INSIDE AND 8 INCH MANHOLE WHICH IS IN THE INTERSECTION
 DV0603'OF WEST ROOSEVELT STREET AND 35TH AVENUE, DISK HAS NO STAMPING
 DV0603'AND THE MARK IS 0.15 MILE SOUTH OF THE STATION.
 DV0603'
 DV0603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0603
 DV0603                          STATION RECOVERY (1963)
 DV0603
 DV0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0603'IN PHOENIX.
 DV0603'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0603'WEST PART OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0603'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 79 FEET EAST OF THE
 DV0603'CENTER OF NORTH 35TH AVENUE, 54.6 FEET EAST OF POWER POLE NO. 7996,
 DV0603'8.5 FEET SOUTHWEST OF A FLOOD LIGHT POLE, 30.5 FEET WEST OF A
 DV0603'GRANDSTAND SCREEN, ABOUT 1 FOOT BELOW THE LEVEL OF NORTH 35TH AVENUE,
 DV0603'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0603
 DV0603                          STATION RECOVERY (1981)
 DV0603
 DV0603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0603'1.40 MI (2.25 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0603'INTERSTATE 17 TO 35TH AVENUE, THENCE SOUTH 0.40 MILE  (0.6 KM) TO
 DV0603'FALCON PARK AND MARK ON THE LEFT.  A STANDARD CGS BRASS CAP SET IN
 DV0603'CONCRETE POST 0.20 FT (6.10 CM) BELOW GROUND.  35.0 FT (10.67 M)
 DV0603'EAST OF POWER POLE NUMBER 7996, 8.0 FT (2.44 M) SOUTHWEST OF BASEBALL
 DV0603'FIELD LIGHT POLE, 29.0 FT (8.84 M) WEST OF GATE IN NORTH-SOUTH
 DV0603'SECTION OF BACKSTOP FENCE.
 DV0603
 DV0603                          STATION RECOVERY (1996)
 DV0603
 DV0603'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0603'RECOVERED IN GOOD CONDITION.
 DV0603
 DV0603                          STATION RECOVERY (2006)
 DV0603
 DV0603'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0603'FOUND SOUTH OF LIGHT POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1922 ***********************************************************************
 CZ1922  DESIGNATION -  FALCON
 CZ1922  PID         -  CZ1922
 CZ1922  STATE/COUNTY-  AZ/PINAL
 CZ1922  USGS QUAD   -  TORTOLITA MTS (1988)
 CZ1922
 CZ1922                         *CURRENT SURVEY CONTROL
 CZ1922  ___________________________________________________________________
 CZ1922* NAD 83(1992)-  32 34 32.66873(N)    111 01 41.64760(W)     ADJUSTED  
 CZ1922* NAVD 88     -      1319.3    (meters)    4328.     (feet)  VERTCON   
 CZ1922  ___________________________________________________________________
 CZ1922  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CZ1922  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CZ1922
 CZ1922  HORZ ORDER  -  SECOND
 CZ1922
 CZ1922.The horizontal coordinates were established by classical geodetic methods
 CZ1922.and adjusted by the National Geodetic Survey in August 1993..
 CZ1922
 CZ1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1922
 CZ1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1922
 CZ1922.The geoid height was determined by GEOID03.
 CZ1922
 CZ1922;                    North         East     Units Scale Factor Converg.
 CZ1922;SPC AZ C     -   175,053.885   296,774.910   MT  0.99998577   +0 28 42.1
 CZ1922;SPC AZ C     -   574,323.77    973,670.96   iFT  0.99998577   +0 28 42.1
 CZ1922;UTM  12      - 3,604,255.534   497,349.811   MT  0.99960009   -0 00 54.7
 CZ1922
 CZ1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1922!SPC AZ C     -   0.99979739  x   0.99998577  =   0.99978317
 CZ1922!UTM  12      -   0.99979739  x   0.99960009  =   0.99939757
 CZ1922
 CZ1922:                Primary Azimuth Mark                     Grid Az
 CZ1922:SPC AZ C     -  FALCON AZ MK                             106 00 27.1
 CZ1922:UTM  12      -  FALCON AZ MK                             106 30 03.9
 CZ1922
 CZ1922|---------------------------------------------------------------------|
 CZ1922| PID    Reference Object                     Distance      Geod. Az  |
 CZ1922|                                                           dddmmss.s |
 CZ1922| CH5144 FALCON AZ MK                                       1062909.2 |
 CZ1922| CH5146 FALCON RM 2                          14.210 METERS 23334     |
 CZ1922| CH5145 FALCON RM 1                           7.691 METERS 31248     |
 CZ1922|---------------------------------------------------------------------|
 CZ1922
 CZ1922                          SUPERSEDED SURVEY CONTROL
 CZ1922
 CZ1922  NAD 83(1986)-  32 34 32.66360(N)    111 01 41.64311(W) AD(       ) 2
 CZ1922  NAD 27      -  32 34 32.40550(N)    111 01 39.25270(W) AD(       ) 2
 CZ1922  NGVD 29 (07/19/86) 1318.6    (m)         4326.     (f) VERT ANG       
 CZ1922
 CZ1922.Superseded values are not recommended for survey control.
 CZ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1922.See file dsdata.txt to determine how the superseded data were derived.
 CZ1922
 CZ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9735004256(NAD 83)
 CZ1922_MARKER: DS = TRIANGULATION STATION DISK
 CZ1922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1922_SP_SET: PREFABRICATED CONCRETE POST
 CZ1922
 CZ1922  HISTORY     - Date     Condition        Report By
 CZ1922  HISTORY     - 1962     MONUMENTED       CGS
 CZ1922  HISTORY     - 1977     GOOD             NGS
 CZ1922
 CZ1922                          STATION DESCRIPTION
 CZ1922
 CZ1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1922'THE STATION IS LOCATED ABOUT 26 MILES NORTH-NORTHWEST OF
 CZ1922'TUCSON, 14 MILES NORTHEAST OF MARANA, AND 6 MILES WEST-NORTHWEST
 CZ1922'OF ORACLE JUNCTION, ON THE EAST END OF A RIDGE ABOUT 100 FEET
 CZ1922'LONG ON THE MOUNTAIN AT THE EXTREME NORTHEAST END OF THE TORTOLITA
 CZ1922'MOUNTAINS.
 CZ1922'
 CZ1922'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CZ1922'80, 89 AND STATE HIGHWAYS 77 AND 789 AT ORACLE JUNCTION,
 CZ1922'GO SOUTH ON U.S. HIGHWAY 80, 89 FOR 2.9 MILES TO A GRADED
 CZ1922'RANCH ROAD AND CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 CZ1922'GO WEST 0.15 MILE TO THE RANCH HOUSE ON THE LEFT.  NOTIFY
 CZ1922'PROPERTY OWNER OF INTENTION TO VISIT STATION.  CONTINUE
 CZ1922'THROUGH RANCH YARD, AROUND THE NORTH SIDE OF SMALLER HOME,
 CZ1922'0.05 MILE TO TWO WOODEN GATES.  PASS THROUGH THE SOUTH GATE
 CZ1922'OF THE TWO AND GO WEST 0.3 MILE TO A FORK.  TAKE THE RIGHT
 CZ1922'FORK AND GO NORTHWEST 2.9 MILES TO A CROSS ROAD UNDER A
 CZ1922'POWERLINE.  TURN RIGHT AND GO NORTH UNDER THE POWERLINE 1.7
 CZ1922'MILES TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH GATE
 CZ1922'AND CONTINUE NORTH 0.2 MILE TO A TRACK ROAD ON THE LEFT.
 CZ1922'TURN LEFT AND FOLLOW ROUGH, TRACK ROAD WEST 0.7 MILE TO AN
 CZ1922'EARTHEN DAM AND RESERVOIR.  CROSS TOP OF DAM AND CONTINUE
 CZ1922'WEST APPROXIMATELY PARALLELING THE SECTION LINE FENCE ON THE
 CZ1922'NORTH SIDE FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 CZ1922'RIGHT.  WITH A FOUR-WHEEL-DRIVE VEHICLE CLIMB THE ROUGH, ROCKY
 CZ1922'RIDGE 0.4 MILE TO THE SUMMIT AND THE STATION.
 CZ1922'
 CZ1922'THE STATION MARK IS A STANDARD DISK STAMPED FALCON 1962
 CZ1922'CEMENTED IN THE TOP OF A 2-INCH CAST IRON SOIL PIPE PROJECTING
 CZ1922'ABOUT 1 FOOT ABOVE GROUND IN LOOSE, SHALEY ROCK.
 CZ1922'
 CZ1922'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FALCON
 CZ1922'NO 1 1962 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 CZ1922'ABOUT 12 INCHES LONG AND 8 INCHES WIDE FLUSH WITH THE GROUND.
 CZ1922'IT IS ON THE NORTH SLOPE OF THE HILL ABOUT 2 FEET LOWER
 CZ1922'THAN STATION ELEVATION.
 CZ1922'
 CZ1922'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FALCON
 CZ1922'NO 2 1962 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 18
 CZ1922'INCHES LONG AND 10 INCHES WIDE PROJECTING 1 FOOT ABOVE GROUND.
 CZ1922'IT IS ON THE SOUTH SIDE OF THE CREST OF THE RIDGE, NOT ON
 CZ1922'THE HIGHEST POINT, ABOUT 2 FEET LOWER THAN STATION ELEVATION,
 CZ1922'IN WHITISH COLORED ROCK.
 CZ1922'
 CZ1922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FALCON 1962
 CZ1922'CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET SQUARE PROJECTING
 CZ1922'3 FEET ABOVE GROUND.  IT IS ABOUT 1/10TH MILE NORTH OF AN
 CZ1922'EAST-WEST SECTION LINE FENCE, 25 FEET NORTH OF THE CENTER
 CZ1922'OF A DIM TRACK ROAD, AND 8 FEET WEST OF A METAL WITNESS SIGN.
 CZ1922
 CZ1922                          STATION RECOVERY (1977)
 CZ1922
 CZ1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1922'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS DESCRIBED
 CZ1922'AND IN GOOD CONDITION.  NO MEASUREMENTS OR ANGLE.
 CZ1922'
 CZ1922'A NEW DESCRIPTION FOLLOWS--
 CZ1922'
 CZ1922'FROM ORACLE JUNCTION, GO NORTH ON U.S. HWY. 80-89 TO MILE POST 95.35,
 CZ1922'ABOUT 4 MILES, TO THE ORACLE SUBSTATION.  TAKE THE POWERLINE ROAD
 CZ1922'WEST, PASSING ON THE SOUTH SIDE OF SUBSTATION, FOR 0.59 MILE TO A
 CZ1922'DIRT TANK ON THE LEFT, TURN LEFT ON TRAIL LEADING TO TANK STAYING
 CZ1922'ON RIGHT SIDE OF TANK (WEST) AND FOLLOW DIM TRACK TRAIL LEADING
 CZ1922'SOUTHWEST FOR 1.98 MILES TO A DIM TRACK TRAIL ON THE LEFT, CONTINUE
 CZ1922'STRAIGHT AHEAD TO END OF TRACK TRAIL.  HERE, TURN LEFT ACROSS
 CZ1922'COUNTRY TO A NORTH-SOUTH FENCE, TURN LEFT AT FENCE AND FOLLOW
 CZ1922'FENCE SOUTH FOR ABOUT 0.5 MILE TO A GATE AT THE FENCE CORNER.
 CZ1922'GO THROUGH GATE (STATION CAN BE SEEN FROM HERE TO THE
 CZ1922'SOUTHWEST) TURN RIGHT AND FOLLOW EAST-WEST FENCE FOR ABOUT 0.5 MILE,
 CZ1922'TURN LEFT AND PICK WAY THROUGH CACTUS INFESTED AREA TO BASE OF
 CZ1922'MOUNTAIN AND END OF TRUCK TRAVEL.  STATION IS ON MOST SOUTHERLY
 CZ1922'OF SEVERAL CLOSELY GROUPED PEAKS.  4 WHEEL DRIVE REQUIRED.
 CZ1922'
 CZ1922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES NNW OF
 CZ1922'TUCSON.
 CZ1922'
 CZ1922'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0605 ***********************************************************************
 DV0605  DESIGNATION -  FALCON AZ MK
 DV0605  PID         -  DV0605
 DV0605  STATE/COUNTY-  AZ/MARICOPA
 DV0605  USGS QUAD   -  FOWLER (1982)
 DV0605
 DV0605                         *CURRENT SURVEY CONTROL
 DV0605  ___________________________________________________________________
 DV0605* NAD 83(1986)-  33 27 30.     (N)    112 07 57.     (W)     SCALED    
 DV0605* NAVD 88     -       326.632  (meters)    1071.63   (feet)  ADJUSTED  
 DV0605  ___________________________________________________________________
 DV0605  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0605  DYNAMIC HT  -         326.252 (meters)    1070.38  (feet)  COMP
 DV0605  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 DV0605
 DV0605  VERT ORDER  -  FIRST     CLASS II
 DV0605
 DV0605.The horizontal coordinates were scaled from a topographic map and have
 DV0605.an estimated accuracy of +/- 6 seconds.
 DV0605
 DV0605.The orthometric height was determined by differential leveling
 DV0605.and adjusted by the National Geodetic Survey in November 1993..
 DV0605
 DV0605.The geoid height was determined by GEOID03.
 DV0605
 DV0605.The dynamic height is computed by dividing the NAVD 88
 DV0605.geopotential number by the normal gravity value computed on the
 DV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0605.degrees latitude (g = 980.6199 gals.).
 DV0605
 DV0605.The modeled gravity was interpolated from observed gravity values.
 DV0605
 DV0605;                    North         East    Units  Estimated Accuracy
 DV0605;SPC AZ C     -   272,600.      193,300.      MT  (+/- 180 meters Scaled)
 DV0605
 DV0605                          SUPERSEDED SURVEY CONTROL
 DV0605
 DV0605  NGVD 29 (??/??/92)  325.984  (m)         1069.50   (f) ADJ UNCH    1 2
 DV0605
 DV0605.Superseded values are not recommended for survey control.
 DV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0605.See file dsdata.txt to determine how the superseded data were derived.
 DV0605
 DV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947026(NAD 83)
 DV0605_MARKER: DZ = AZIMUTH MARK DISK
 DV0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0605_SP_SET: CONCRETE SLAB
 DV0605_STAMPING: FALCON 1963
 DV0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0605
 DV0605  HISTORY     - Date     Condition        Report By
 DV0605  HISTORY     - 1963     MONUMENTED       CGS
 DV0605  HISTORY     - 1981     GOOD             AZDT
 DV0605  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0605
 DV0605                          STATION DESCRIPTION
 DV0605
 DV0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0605'IN PHOENIX.
 DV0605'AT THE NORTH ENTRANCE TO CARL HAYDEN HIGH SCHOOL, SET IN TOP OF THE
 DV0605'NORTH END OF A CONCRETE SLAB IN THE PARKING AREA, 38 FEET SOUTH OF THE
 DV0605'CENTER OF ROOSEVELT STREET, 14 FEET EAST OF THE CENTER OF A DRIVE,
 DV0605'66.5 FEET NORTH-NORTHEAST OF A FLAG POLE, 105 FEET NORTH OF THE NORTH
 DV0605'SIDE OF THE SCHOOL BUILDING, 0.5 FOOT SOUTH OF THE SOUTH EDGE OF THE
 DV0605'SIDEWALK, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0605
 DV0605                          STATION RECOVERY (1981)
 DV0605
 DV0605'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0605'0.40 MI (0.6 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0605'INTERSTATE 17 IN PHOENIX TO 27 AVENUE, THENCE SOUTH 0.50 MILES
 DV0605'(0.80 KM) TO ROOSEVELT STREET, THENCE 0.9 MI (1.45 KM) WEST TO CARL
 DV0605'HAYDEN SCHOOL AND THE MARK ON THE LEFT.  A STANDARD CGS BRASS CAP
 DV0605'SET IN SIDEWALK FLUSH.  36.0 FT (10.97 M) SOUTH OF CENTERLINE OF
 DV0605'ROOSEVELT STREET, 13.6 FT (4.15 M) EAST OF PARKING LOT EXIT, 0.60
 DV0605'FT (0.183 M) SOUTH OF EAST-WEST FENCE, 67.0 FT (20.42 M) NORTHEAST
 DV0605'OF FLAGPOLE
 DV0605
 DV0605                          STATION RECOVERY (1996)
 DV0605
 DV0605'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0602 ***********************************************************************
 DV0602  DESIGNATION -  FALCON RM 1
 DV0602  PID         -  DV0602
 DV0602  STATE/COUNTY-  AZ/MARICOPA
 DV0602  USGS QUAD   -  FOWLER (1982)
 DV0602
 DV0602                         *CURRENT SURVEY CONTROL
 DV0602  ___________________________________________________________________
 DV0602* NAD 83(1986)-  33 27 37.     (N)    112 08 03.     (W)     SCALED    
 DV0602* NAVD 88     -       327.31   (+/-2cm)    1073.8    (feet)  VERTCON   
 DV0602  ___________________________________________________________________
 DV0602  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0602
 DV0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0602
 DV0602.The horizontal coordinates were scaled from a topographic map and have
 DV0602.an estimated accuracy of +/- 6 seconds.
 DV0602
 DV0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0602.The vertical order pertains to the NGVD 29 superseded value.
 DV0602
 DV0602.The geoid height was determined by GEOID03.
 DV0602
 DV0602;                    North         East    Units  Estimated Accuracy
 DV0602;SPC AZ C     -   272,820.      193,140.      MT  (+/- 180 meters Scaled)
 DV0602
 DV0602                          SUPERSEDED SURVEY CONTROL
 DV0602
 DV0602  NGVD 29 (??/??/92)  326.673  (m)         1071.76   (f) ADJ UNCH    2 0
 DV0602
 DV0602.Superseded values are not recommended for survey control.
 DV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0602.See file dsdata.txt to determine how the superseded data were derived.
 DV0602
 DV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946028(NAD 83)
 DV0602_MARKER: DR = REFERENCE MARK DISK
 DV0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0602_SP_SET: FOUNDATION
 DV0602_STAMPING: FALCON NO 1 1963
 DV0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0602
 DV0602  HISTORY     - Date     Condition        Report By
 DV0602  HISTORY     - 1963     MONUMENTED       CGS
 DV0602  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0602
 DV0602                          STATION DESCRIPTION
 DV0602
 DV0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0602'IN PHOENIX.
 DV0602'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0602'WEST PART OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0602'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 26.4 FEET NORTHEAST
 DV0602'OF TRAVERSE STATION FALCON, 103 FEET EAST OF THE CENTER OF NORTH 35TH
 DV0602'AVENUE, 20 FEET EAST-NORTHEAST OF A FLOOD LIGHT POLE, 6.5 FEET WEST OF
 DV0602'A GRANDSTAND SCREEN, AND SET IN A DRILL HOLE IN TOP OF THE SOUTHEAST
 DV0602'CORNER OF THE CONCRETE FOUNDATION OF THE GRANDSTAND.
 DV0602
 DV0602                          STATION RECOVERY (1996)
 DV0602
 DV0602'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0604 ***********************************************************************
 DV0604  DESIGNATION -  FALCON RM 2
 DV0604  PID         -  DV0604
 DV0604  STATE/COUNTY-  AZ/MARICOPA
 DV0604  USGS QUAD   -  FOWLER (1982)
 DV0604
 DV0604                         *CURRENT SURVEY CONTROL
 DV0604  ___________________________________________________________________
 DV0604* NAD 83(1986)-  33 27 38.     (N)    112 08 04.     (W)     SCALED    
 DV0604* NAVD 88     -       327.044  (meters)    1072.98   (feet)  ADJUSTED  
 DV0604  ___________________________________________________________________
 DV0604  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0604  DYNAMIC HT  -         326.664 (meters)    1071.73  (feet)  COMP
 DV0604  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 DV0604
 DV0604  VERT ORDER  -  FIRST     CLASS II
 DV0604
 DV0604.The horizontal coordinates were scaled from a topographic map and have
 DV0604.an estimated accuracy of +/- 6 seconds.
 DV0604
 DV0604.The orthometric height was determined by differential leveling
 DV0604.and adjusted by the National Geodetic Survey in November 1993..
 DV0604
 DV0604.The geoid height was determined by GEOID03.
 DV0604
 DV0604.The dynamic height is computed by dividing the NAVD 88
 DV0604.geopotential number by the normal gravity value computed on the
 DV0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0604.degrees latitude (g = 980.6199 gals.).
 DV0604
 DV0604.The modeled gravity was interpolated from observed gravity values.
 DV0604
 DV0604;                    North         East    Units  Estimated Accuracy
 DV0604;SPC AZ C     -   272,850.      193,120.      MT  (+/- 180 meters Scaled)
 DV0604
 DV0604                          SUPERSEDED SURVEY CONTROL
 DV0604
 DV0604  NGVD 29 (??/??/92)  326.411  (m)         1070.90   (f) ADJ UNCH    1 2
 DV0604
 DV0604.Superseded values are not recommended for survey control.
 DV0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0604.See file dsdata.txt to determine how the superseded data were derived.
 DV0604
 DV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC945029(NAD 83)
 DV0604_MARKER: DR = REFERENCE MARK DISK
 DV0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0604_STAMPING: FALCON NO 2 1963
 DV0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0604+STABILITY: SURFACE MOTION
 DV0604
 DV0604  HISTORY     - Date     Condition        Report By
 DV0604  HISTORY     - 1963     MONUMENTED       CGS
 DV0604  HISTORY     - 1981     GOOD             AZDT
 DV0604  HISTORY     - 19960217 GOOD             USPSQD
 DV0604
 DV0604                          STATION DESCRIPTION
 DV0604
 DV0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0604'IN PHOENIX.
 DV0604'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0604'WEST PARK OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0604'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 51.7 FEET SOUTHWEST
 DV0604'OF TRAVERSE STATION FALCON, 48.5 FEET EAST OF THE CENTER OF NORTH 35TH
 DV0604'AVENUE, 43 FEET SOUTHEAST OF POWER POLE NO. 7996, 60 FEET SOUTHWEST OF
 DV0604'A FLOOD LIGHT POLE, 61 FEET WEST OF THE SOUTH END OF A GRANDSTAND
 DV0604'SCREEN, 1 FOOT BELOW THE LEVEL OF THE AVENUE, AND SET IN TOP OF A
 DV0604'CONCRETE POST FLUSH WITH THE GROUND.
 DV0604
 DV0604                          STATION RECOVERY (1981)
 DV0604
 DV0604'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0604'1.40 MI (2.25 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0604'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO 35TH AVENUE.  THENCE
 DV0604'SOUTH 0.40 MILE (0.6 KM) TO FALCON PARK AND THE MARK ON THE
 DV0604'LEFT.  A STANDARD CGS BRASS CAP SET IN THE TOP OF A CONCRETE POST
 DV0604'0.20 FT (6.10 CM) BELOW GROUND.  7.8 FT (2.38 METERS)
 DV0604'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK IN LINE WITH A ROW OF
 DV0604'LARGE PALM TREES.  49.3 FT (15.03 METERS) SOUTH-SOUTHEAST OF POWER
 DV0604'POLE 7996.  7.0 FT (2.13 METERS) EAST OF A WATER METER BOX.
 DV0604
 DV0604                          STATION RECOVERY (1996)
 DV0604
 DV0604'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2160 ***********************************************************************
 DU2160  DESIGNATION -  FALFA
 DU2160  PID         -  DU2160
 DU2160  STATE/COUNTY-  AZ/MARICOPA
 DU2160  USGS QUAD   -  CHANDLER (1981)
 DU2160
 DU2160                         *CURRENT SURVEY CONTROL
 DU2160  ___________________________________________________________________
 DU2160* NAD 83(1992)-  33 21 00.17186(N)    111 50 30.06122(W)     ADJUSTED  
 DU2160* NAVD 88     -      1214.     (meters)    3983.     (feet)  SCALED    
 DU2160  ___________________________________________________________________
 DU2160  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DU2160  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU2160
 DU2160  HORZ ORDER  -  THIRD
 DU2160
 DU2160.The horizontal coordinates were established by classical geodetic methods
 DU2160.and adjusted by the National Geodetic Survey in August 1993..
 DU2160
 DU2160.The orthometric height was scaled from a topographic map.
 DU2160
 DU2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2160
 DU2160.The geoid height was determined by GEOID03.
 DU2160
 DU2160;                    North         East     Units Scale Factor Converg.
 DU2160;SPC AZ C     -   260,573.117   220,338.903   MT  0.99990060   +0 02 28.4
 DU2160;SPC AZ C     -   854,898.68    722,896.66   iFT  0.99990060   +0 02 28.4
 DU2160;UTM  12      - 3,690,410.612   421,684.245   MT  0.99967562   -0 27 45.9
 DU2160
 DU2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2160!SPC AZ C     -   0.99981420  x   0.99990060  =   0.99971482
 DU2160!UTM  12      -   0.99981420  x   0.99967562  =   0.99948988
 DU2160
 DU2160|---------------------------------------------------------------------|
 DU2160| PID    Reference Object                     Distance      Geod. Az  |
 DU2160|                                                           dddmmss.s |
 DU2160| CH5148 FALFA RM 1                           29.405 METERS 18002     |
 DU2160| CH5149 FALFA RM 2                           11.980 METERS 27016     |
 DU2160| DU2166 PHOENIX TUCSON AWY BCN O            APPROX.13.0 KM 2782521.0 |
 DU2160| CH5147 FALFA AZ MK                                        3574111.8 |
 DU2160|---------------------------------------------------------------------|
 DU2160
 DU2160                          SUPERSEDED SURVEY CONTROL
 DU2160
 DU2160  NAD 83(1986)-  33 21 00.16612(N)    111 50 30.06527(W) AD(       ) 3
 DU2160  NAD 27      -  33 20 59.99600(N)    111 50 27.56200(W) AD(       ) 3
 DU2160
 DU2160.Superseded values are not recommended for survey control.
 DU2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2160.See file dsdata.txt to determine how the superseded data were derived.
 DU2160
 DU2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2168490411(NAD 83)
 DU2160_MARKER: DS = TRIANGULATION STATION DISK
 DU2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2160
 DU2160  HISTORY     - Date     Condition        Report By
 DU2160  HISTORY     - 1936     MONUMENTED       CGS
 DU2160  HISTORY     - 1942     GOOD             CGS
 DU2160  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 DU2160
 DU2160                          STATION DESCRIPTION
 DU2160
 DU2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2160'ON THE EAST SIDE OF STATE HIGHWAY NO. 87, 4.6 MILES SOUTH OF MESA.
 DU2160'STATION MARKS ARE BRONZE DISKS.
 DU2160'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DU2160'CEMENTED IN CULVERT BULKHEAD AT CROSS ROADS AND IS 29.405 METERS
 DU2160'(96.47 FEET) FROM STATION S 00 DEG 02 MIN W.  REFERENCE
 DU2160'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS CEMENTED IN
 DU2160'CONCRETE HIGHWAY OPPOSITE THE STATION AND IS 11.980 METERS
 DU2160'(39.30 FEET) FROM STATION S 90 DEG 16 MIN W.  THE
 DU2160'AZIMUTH MARK IS ALONG THE WEST SIDE OF HIGHWAY NO. 87 NEAR THE
 DU2160'WEST RIGHT-OF-WAY BOUNDARY FENCE AND ABOUT 0.3 MILE FROM
 DU2160'STATION N 02 DEG 19 MIN W.
 DU2160
 DU2160                          STATION RECOVERY (1942)
 DU2160
 DU2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DU2160'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 DU2160
 DU2160                          STATION RECOVERY (2005)
 DU2160
 DU2160'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2160'ONLY FOUND A BENCHMARK AT 33 20 59.4 (N)   111 50 31.2 (W) (NAD 83)
 DU2160'WITH DESIGNATION OF SRV 1A. THE INTERSECTION OF 87 (ARIZONA AVE) AND
 DU2160'ELLIOT AVE HAVE BEEN IMPROVED SINCE THE LAST RECOVERY DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0892 ***********************************************************************
 DW0892  DESIGNATION -  FALL
 DW0892  PID         -  DW0892
 DW0892  STATE/COUNTY-  AZ/LA PAZ
 DW0892  USGS QUAD   -  LA PAZ MTN (1970)
 DW0892
 DW0892                         *CURRENT SURVEY CONTROL
 DW0892  ___________________________________________________________________
 DW0892* NAD 83(1992)-  33 38 28.84816(N)    114 22 46.40663(W)     ADJUSTED  
 DW0892* NAVD 88     -       439.7    (meters)    1443.     (feet)  VERTCON   
 DW0892  ___________________________________________________________________
 DW0892  EPOCH DATE  -        1991.35
 DW0892  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 DW0892  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DW0892
 DW0892  HORZ ORDER  -  SECOND
 DW0892
 DW0892.The horizontal coordinates were established by classical geodetic methods
 DW0892.and adjusted by the National Geodetic Survey in June 1996..
 DW0892.The horizontal coordinates are valid at the epoch date displayed above.
 DW0892.The epoch date for horizontal control is a decimal equivalence
 DW0892.of Year/Month/Day.
 DW0892
 DW0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0892
 DW0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0892
 DW0892.The geoid height was determined by GEOID03.
 DW0892
 DW0892;                    North         East     Units Scale Factor Converg.
 DW0892;SPC AZ W     -   293,063.827   154,958.616   MT  0.99997537   -0 20 55.6
 DW0892;SPC AZ W     -   961,495.50    508,394.41   iFT  0.99997537   -0 20 55.6
 DW0892;SPC CA 6     -   665,104.001 2,173,508.505   MT  0.99996849   +1 01 40.2
 DW0892;SPC CA 6     - 2,182,095.38  7,130,919.15   sFT  0.99996849   +1 01 40.2
 DW0892;UTM  11      - 3,725,470.590   743,037.447   MT  1.00032826   +1 27 08.7
 DW0892
 DW0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0892!SPC AZ W     -   0.99993602  x   0.99997537  =   0.99991139
 DW0892!SPC CA 6     -   0.99993602  x   0.99996849  =   0.99990451
 DW0892!UTM  11      -   0.99993602  x   1.00032826  =   1.00026426
 DW0892
 DW0892:                Primary Azimuth Mark                     Grid Az
 DW0892:SPC AZ W     -  HIGHWAY 60 STA 532+50.50 1055.62         059 24 12.0
 DW0892:SPC CA 6     -  HIGHWAY 60 STA 532+50.50 1055.62         058 01 36.2
 DW0892:UTM  11      -  HIGHWAY 60 STA 532+50.50 1055.62         057 36 07.7
 DW0892
 DW0892|---------------------------------------------------------------------|
 DW0892| PID    Reference Object                     Distance      Geod. Az  |
 DW0892|                                                           dddmmss.s |
 DW0892| CE9356 HIGHWAY 60 STA 532+50.50 1055.62                   0590316.4 |
 DW0892| CE9357 FALL RM 1                             4.861 METERS 09737     |
 DW0892| DW0981 BLYTHE WATER TANK                   APPROX.20.5 KM 2610902.5 |
 DW0892| CE9358 FALL RM 2                             3.845 METERS 29243     |
 DW0892|---------------------------------------------------------------------|
 DW0892
 DW0892                          SUPERSEDED SURVEY CONTROL
 DW0892
 DW0892  NAD 83(1992)-  33 38 28.84809(N)    114 22 46.40627(W) AD(       ) 2
 DW0892  NAD 83(1986)-  33 38 28.84669(N)    114 22 46.41137(W) AD(       ) 2
 DW0892  NAD 27      -  33 38 28.75790(N)    114 22 43.58680(W) AD(       ) 2
 DW0892  NGVD 29 (07/19/86)  439.0    (m)         1440.     (f) VERT ANG       
 DW0892
 DW0892.Superseded values are not recommended for survey control.
 DW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0892.See file dsdata.txt to determine how the superseded data were derived.
 DW0892
 DW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4303725471(NAD 83)
 DW0892_MARKER: DS = TRIANGULATION STATION DISK
 DW0892_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DW0892
 DW0892  HISTORY     - Date     Condition        Report By
 DW0892  HISTORY     - 1962     MONUMENTED       CGS
 DW0892  HISTORY     - 1965     GOOD             AMS
 DW0892  HISTORY     - 1981     GOOD             NGS
 DW0892
 DW0892                          STATION DESCRIPTION
 DW0892
 DW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0892'STATION IS LOCATED ABOUT 14 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0892'ABOUT 10 MILES WEST-SOUTHWEST OF QUARTZSITE, ABOUT 8 MILES
 DW0892'EAST OF EHRENBERG AND ON HIGHEST POINT OF HILL WHICH IS 1/4
 DW0892'MILES SOUTH OF U.S. HIGHWAY 60 AND 70.
 DW0892'
 DW0892'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70 AND 95 IN
 DW0892'THE EAST EDGE OF QUARTZSITE, GO WEST ON U.S. HIGHWAY 60 AND 70
 DW0892'FOR 7.9 MILES TO MILE POST 11 ON LEFT, CONTINUE WEST ON HIGHWAY
 DW0892'FOR 0.8 MILE TO BRIDGE WITH GUARD RAIL AND AZIMUTH MARK ON SOUTH
 DW0892'SIDE OF BRIDGE, CONTINUE WEST ON HIGHWAY FOR 0.2 MILE TO MILE
 DW0892'POST 10 ON LEFT, CONTINUE WEST FOR 0.7 MILE TO WEST END OF GUARD
 DW0892'RAIL AND END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH-SOUTHEAST
 DW0892'AROUND EAST SIDE OF HILL FOLLOWING DIM PATH UPHILL FOR 0.25
 DW0892'MILE (APPROXIMATELY 25 MINUTES) TO TOP OF HILL AND STATION.
 DW0892'
 DW0892'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FALL 1962, IS
 DW0892'SET IN A DRILL HOLE IN A 4 FEET SQUARE CONCRETE SLAB WHICH IS SET
 DW0892'FLUSH WITH THE GROUND.  THE MARK IS ON THE HIGHEST POINT OF HILL
 DW0892'AND 4 FEET SOUTH OF A WOOD POST.
 DW0892'
 DW0892'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FALL NO
 DW0892'1 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0892'WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS ON SOUTHEAST EDGE
 DW0892'OF TOP OF HILL, 17 FEET EAST-SOUTHEAST OF A WOOD POST AND IS
 DW0892'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DW0892'
 DW0892'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FALL NO
 DW0892'2 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0892'WHICH IS FLUSH WITH THE GROUND AND IS ON THE NORTHWEST EDGE OF
 DW0892'HIGHEST PART OF HILL.  THE MARK IS 11 FEET WEST OF A WOOD POST
 DW0892'AND ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION.
 DW0892'
 DW0892'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DW0892'A DRILL HOLE ON THE SOUTH SIDE OF THE BRIDGE AND IS STAMPED
 DW0892'1055.62 532+50.50 1950.  THE MARK IS MIDWAY BETWEEN THE EAST AND
 DW0892'WEST ENDS OF SOUTH SIDE OF BRIDGE, 27 FEET SOUTH OF CENTER OF
 DW0892'HIGHWAY AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE HIGHWAY.
 DW0892'
 DW0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0892
 DW0892                          STATION RECOVERY (1965)
 DW0892
 DW0892'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0892'STATION MARK, ALL REFERENCE MARKS, AND AZIMUTH MARK WERE
 DW0892'RECOVERED AND DESCRIPTION ADEQUATE.
 DW0892
 DW0892                          STATION RECOVERY (1981)
 DW0892
 DW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0892'STATION RECOVERED AS DECRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0601 ***********************************************************************
 GP0601  DESIGNATION -  FALL
 GP0601  PID         -  GP0601
 GP0601  STATE/COUNTY-  AZ/COCONINO
 GP0601  USGS QUAD   -  LEES FERRY (1985)
 GP0601
 GP0601                         *CURRENT SURVEY CONTROL
 GP0601  ___________________________________________________________________
 GP0601* NAD 83(1992)-  36 47 00.38277(N)    111 32 40.70423(W)     ADJUSTED  
 GP0601* NAVD 88     -      1723.4    (meters)    5654.     (feet)  VERTCON   
 GP0601  ___________________________________________________________________
 GP0601  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GP0601  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0601
 GP0601  HORZ ORDER  -  SECOND
 GP0601
 GP0601.The horizontal coordinates were established by classical geodetic methods
 GP0601.and adjusted by the National Geodetic Survey in August 1993..
 GP0601
 GP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0601
 GP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0601
 GP0601.The geoid height was determined by GEOID03.
 GP0601
 GP0601;                    North         East     Units Scale Factor Converg.
 GP0601;SPC AZ C     -   641,504.135   246,565.132   MT  0.99991358   +0 13 22.0
 GP0601;SPC AZ C     - 2,104,672.36    808,940.72   iFT  0.99991358   +0 13 22.0
 GP0601;UTM  12      - 4,070,987.376   451,402.775   MT  0.99962909   -0 19 34.1
 GP0601
 GP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0601!SPC AZ C     -   0.99973324  x   0.99991358  =   0.99964685
 GP0601!UTM  12      -   0.99973324  x   0.99962909  =   0.99936243
 GP0601
 GP0601:                Primary Azimuth Mark                     Grid Az
 GP0601:SPC AZ C     -  PAGE MUNICIPAL TANK                      030 01 40.7
 GP0601:UTM  12      -  PAGE MUNICIPAL TANK                      030 34 36.8
 GP0601
 GP0601|---------------------------------------------------------------------|
 GP0601| PID    Reference Object                     Distance      Geod. Az  |
 GP0601|                                                           dddmmss.s |
 GP0601| GP0574 PAGE MUNICIPAL TANK                 APPROX.16.1 KM 0301502.7 |
 GP0601| CH2257 FALL RM 1                            11.582 METERS 08535     |
 GP0601| CH2258 FALL RM 2                            16.437 METERS 18516     |
 GP0601| GP0293 R 403                                              2293031.1 |
 GP0601|---------------------------------------------------------------------|
 GP0601
 GP0601                          SUPERSEDED SURVEY CONTROL
 GP0601
 GP0601  NAD 83(1986)-  36 47 00.37777(N)    111 32 40.70456(W) AD(       ) 2
 GP0601  NAD 27      -  36 47 00.41511(N)    111 32 38.14179(W) AD(       ) 2
 GP0601  NGVD 29 (07/19/86) 1722.5    (m)         5651.     (f) VERT ANG       
 GP0601
 GP0601.Superseded values are not recommended for survey control.
 GP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0601.See file dsdata.txt to determine how the superseded data were derived.
 GP0601
 GP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5140370987(NAD 83)
 GP0601_MARKER: DS = TRIANGULATION STATION DISK
 GP0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GP0601
 GP0601  HISTORY     - Date     Condition        Report By
 GP0601  HISTORY     - 1963     MONUMENTED       CGS
 GP0601
 GP0601                          STATION DESCRIPTION
 GP0601
 GP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0601'THE STATION IS LOCATED ON THE NORTHWEST END OF A RIDGE THAT
 GP0601'FORMS THE NORTH END OF A HIGH PLATEAU.  IT IS ABOUT 11 MILES
 GP0601'SOUTHWEST OF PAGE, 1.5 MILES WEST OF FALL CREEK AND 0.2
 GP0601'MILE SOUTHEAST OF U.S. HIGHWAY 89.
 GP0601'
 GP0601'TO REACH FROM THE POST OFFICE IN PAGE, GO NORTHEAST ON THE
 GP0601'PARKING LOT ROAD FOR 0.2 MILE TO SEVENTH AVENUE.  TURN LEFT
 GP0601'ON SEVENTH AVENUE AND GO NORTHWESTERLY FOR 0.55 MILE TO A FORK.
 GP0601'TAKE THE LEFT FORK AND GO 0.45 MILE TO A T-INTERSECTION.  TURN
 GP0601'LEFT, AS PER SIGN FLAGSTAFF, AND GO SOUTHERLY ON U.S. HIGHWAY
 GP0601'89 FOR 12.35 MILES TO A POINT WHERE THE HIGHWAY REACHES THE
 GP0601'TOP OF A PLATEAU AND A TRACK-ROAD WHICH CROSSES THE HIGHWAY.
 GP0601'(TO REACH BENCH MARK R 403 1962, CONTINUE ON U.S. HIGHWAY
 GP0601'89 FOR 0.2 MILE TO THE MARK ON THE RIGHT).  TURN LEFT, THENCE
 GP0601'LEFT AGAIN AND GO NORTH AND NORTHEAST FOR 0.6 MILE TO THE
 GP0601'TOP OF A RIDGE.   LEFT, NORTHWEST, AND GO CROSS COUNTRY
 GP0601'FOR 0.1 MILE TO THE STATION.
 GP0601'
 GP0601'THE STATION MARK IS A STANDARD DISK, STAMPED FALL 1963, SET
 GP0601'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS
 GP0601'5.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 GP0601'
 GP0601'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FALL NO 1 1963,
 GP0601'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 5 INCHES.
 GP0601'IT IS 35.7 FEET EAST OF THE WITNESS POST.
 GP0601'
 GP0601'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALL NO 2 1963,
 GP0601'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 5 INCHES.
 GP0601'IT IS 59.3 FEET SOUTH OF THE WITNESS POST.
 GP0601'
 GP0601'BENCH MARK R 403 1962 IS A STANDARD BENCH MARK DISK, STAMPED
 GP0601'R 403 1962, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 GP0601'2 INCHES.  IT IS 210 FEET NORTHWEST OF THE CENTER OF U.S.
 GP0601'HIGHWAY 89, 51.8 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 3,
 GP0601'3.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND IN
 GP0601'LINE WITH TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0962 ***********************************************************************
 FR0962  DESIGNATION -  FANCHER
 FR0962  PID         -  FR0962
 FR0962  STATE/COUNTY-  AZ/MOHAVE
 FR0962  USGS QUAD   -  AUSTIN PEAK (1978)
 FR0962
 FR0962                         *CURRENT SURVEY CONTROL
 FR0962  ___________________________________________________________________
 FR0962* NAD 83(1992)-  35 03 36.75838(N)    113 30 20.04771(W)     ADJUSTED  
 FR0962* NAVD 88     -      1792.3    (meters)    5880.     (feet)  VERTCON   
 FR0962  ___________________________________________________________________
 FR0962  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 FR0962  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FR0962
 FR0962  HORZ ORDER  -  FIRST
 FR0962
 FR0962.The horizontal coordinates were established by classical geodetic methods
 FR0962.and adjusted by the National Geodetic Survey in August 1993..
 FR0962
 FR0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0962
 FR0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0962
 FR0962.The geoid height was determined by GEOID03.
 FR0962
 FR0962;                    North         East     Units Scale Factor Converg.
 FR0962;SPC AZ W     -   450,295.716   235,655.855   MT  0.99993946   +0 08 25.5
 FR0962;SPC AZ W     - 1,477,348.15    773,149.13   iFT  0.99993946   +0 08 25.5
 FR0962;UTM  12      - 3,882,591.247   271,505.338   MT  1.00024350   -1 26 23.7
 FR0962
 FR0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0962!SPC AZ W     -   0.99972307  x   0.99993946  =   0.99966255
 FR0962!UTM  12      -   0.99972307  x   1.00024350  =   0.99996650
 FR0962
 FR0962|---------------------------------------------------------------------|
 FR0962| PID    Reference Object                     Distance      Geod. Az  |
 FR0962|                                                           dddmmss.s |
 FR0962| CH2260 FANCHER RM 1                         22.578 METERS 06647     |
 FR0962| CH2259 FANCHER AZ MK                                      3103429.3 |
 FR0962| CH2261 FANCHER RM 2                         13.508 METERS 35708     |
 FR0962|---------------------------------------------------------------------|
 FR0962
 FR0962                          SUPERSEDED SURVEY CONTROL
 FR0962
 FR0962  NAD 83(1986)-  35 03 36.75866(N)    113 30 20.05241(W) AD(       ) 1
 FR0962  NAD 27      -  35 03 36.73400(N)    113 30 17.28900(W) AD(       ) 1
 FR0962  NGVD 29 (07/19/86) 1791.4    (m)         5877.     (f) VERT ANG       
 FR0962
 FR0962.Superseded values are not recommended for survey control.
 FR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0962.See file dsdata.txt to determine how the superseded data were derived.
 FR0962
 FR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7150582591(NAD 83)
 FR0962_MARKER: DS = TRIANGULATION STATION DISK
 FR0962_SETTING: 66 = SET IN ROCK OUTCROP
 FR0962
 FR0962  HISTORY     - Date     Condition        Report By
 FR0962  HISTORY     - 1944     MONUMENTED       CGS
 FR0962  HISTORY     - 1948     GOOD             CGS
 FR0962  HISTORY     - 1950     GOOD             CGS
 FR0962
 FR0962                          STATION DESCRIPTION
 FR0962
 FR0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0962'STATION IS ON THE HIGHEST POINT OF A LARGE HIGH MESA WHICH LIES
 FR0962'ABOUT 35 MILES S OF PEACH SPRINGS, ABOUT 25 MILES N OF WIKIEUP, AND
 FR0962'ABOUT 4 MILES S OF AUSTIN BUTTE.  IT IS ABOUT 5 MILES S OF
 FR0962'KNIGHT CREEK AND ABOUT 4 MILES E OF THE SHARP RANCH.
 FR0962'
 FR0962'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 FR0962'STAMPED FANCHER 1944.
 FR0962'
 FR0962'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 FR0962'BEDROCK PROJECTING ABOUT 1-1/2 FEET ABOVE THE SURROUNDING
 FR0962'SURFACE AND IS STAMPED FANCHER NO 1 1944.  IT IS ABOUT 4 FEET
 FR0962'LOWER IN ELEVATION THAN THE STATION MARK.
 FR0962'
 FR0962'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 FR0962'STAMPED FANCHER NO 2 1944.  IT IS ABOUT 2 FEET LOWER IN
 FR0962'ELEVATION THAN THE STATION MARK.
 FR0962'
 FR0962'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 FR0962'STAMPED FANCHER 1944.  IT IS ALONG THE EDGE OF THE MESA AND
 FR0962'IS 2-1/2 FEET WSW OF A 3-FOOT CAIRN.
 FR0962'
 FR0962'TO REACH STATION FROM WIKIEUP, GO N ON THE WIKIEUP-KINGMAN
 FR0962'ROAD FOR 27 MILES TO ROUND VALLEY, HERE TURN RIGHT ON A ROAD
 FR0962'LEADING ACROSS THE SAND TO THE RIGHT AND CONTINUE FOR 4.8
 FR0962'MILES TO A FENCE, CONTINUE FOR 0.9 MILE TO A FORKS, TAKE
 FR0962'THE RIGHT FORK AND CONTINUE FOR 0.1 MILE AND CROSS A LARGE
 FR0962'SAND WASH, CONTINUE FOR 0.3 MILE TO A FORKS, TAKE THE RIGHT FORK
 FR0962'AND CONTINUE FOR 2.0 MILES TO A FORK.  THE RIGHT FORK IS A VERY
 FR0962'DIM TRACK ROAD.  TAKE LEFT FORK AND CONTINUE FOR 2.1 MILES
 FR0962'TO THE SHARP RANCH.  HERE THE ROAD BECOMES DIM, CONTINUE FOR
 FR0962'2.1 MILES TO AN OLD SCHOOLHOUSE ON THE RIGHT, CONTINUE FOR
 FR0962'0.9 MILE TO THE RIGHT OF SOME PROMINENT WHITE ROCK CLIFFS
 FR0962'WHERE THE LOW RIDGE LEADING UP THE STATION CAN BE SEEN ABOUT 1
 FR0962'MILE TO THE RIGHT OF THE ROAD.  TURN RIGHT ACROSS COUNTRY
 FR0962'AND CONTINUE FOR 0.3 MILE TOWARD THE RIDGE COMING TO
 FR0962'THE END OF TRUCK TRAVEL AT A DEEP WASH.  FROM HERE PACK
 FR0962'ACROSS TO THE RIDGE AND THEN FOLLOW IT UP TO WHERE IT CONNECTS
 FR0962'TO A LARGE FLAT MESA.  FROM HERE BEAR LEFT ALONG THE EDGE
 FR0962'OF THE MESA FOR ABOUT 1/8 MILE TO THE HIGHEST POINT AND
 FR0962'THE STATION.
 FR0962
 FR0962                          STATION RECOVERY (1948)
 FR0962
 FR0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0962'ALL MARKS WERE FOUND IN GOOD CONDITION.
 FR0962'
 FR0962'THE STATION IS ON THE HIGHEST POINT OF A LARGE HIGH MESA,
 FR0962'ABOUT 35 MILES SOUTH OF PEACH SPRINGS, ABOUT 25 MILES NORTH OF
 FR0962'WIKIEUP AND ABOUT 4 MILES EAST OF THE SHARP RANCH.
 FR0962'
 FR0962'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN GO
 FR0962'EASTERLY ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A RIGHT FORK JUST
 FR0962'AFTER PASSING THE INSPECTION STATION.  TURN RIGHT ACROSS
 FR0962'RAILROAD TRACKS AND CONTINUE STRAIGHT AHEAD ON MAIN BLADED ROAD
 FR0962'FOR 0.3 MILE TO A FORK AND A SIGN SANDY ROUTE.  KEEP LEFT AND
 FR0962'CONTINUE ON THE MAIN BLADED ROAD (SANDY ROUTE) FOR 13.5 MILES
 FR0962'TO FORK.  KEEP LEFT TOWARDS WIKIEUP (SANDY ROUTE) FOR 10.5
 FR0962'MILES TO A FORK AND SIGN KINGMAN-HACKBERRY)--KEEP RIGHT FOR 0.5
 FR0962'MILE TO TRACK ROAD LEFT JUST OPPOSITE THE COFER RANCH HOUSE.
 FR0962'TURN LEFT ON TRACK ROAD FOR 6.7 MILES TO A LARGE WASH.
 FR0962'CONTINUE ACROSS WASH AND ON MAIN ROAD FOR 0.4 MILE TO A DIM
 FR0962'FORK RIGHT.  TURN RIGHT ON DIM ROAD AND CONTINUE FOR
 FR0962'4.6 MILES TO THE SHARP RANCH.  CONTINUE ON ROUGH ROCKY TRACK
 FR0962'ROAD EASTERLY TOWARDS A HIGH WHITE CLIFFED MOUNTAIN FOR 2.4
 FR0962'MILES TO AN OLD SCHOOL HOUSE.  CONTINUE ON TRACK ROAD FOR
 FR0962'0.9 MILE TO A POINT OPPOSITE WHITE CLIFFS.  TURN RIGHT CROSS
 FR0962'COUNTRY THROUGH BRUSH AND TREES FOR ABOUT 0.3 MILE AND END OF
 FR0962'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL BACK PACK
 FR0962'SOUTHEASTERLY TO A SADDLE OF A LONG RIDGE.  AT THE SADDLE
 FR0962'BEAR RIGHT SOUTHWESTERLY ALONG RIDGE FOR ABOUT A MILE TO
 FR0962'THE HIGHEST AND SOUTHWEST POINT OF THE MESA AND STATION.
 FR0962'
 FR0962'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP FLUSH WITH
 FR0962'THE GROUND SURFACE AND IS ABOUT 12 FEET FROM THE EDGE OF RIM.
 FR0962'IT IS STAMPED FANCHER 1944.
 FR0962'
 FR0962'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0962'IN OUTCROP PROJECTING ABOUT 1-1/2 FEET AND IS ABOUT 3 FEET
 FR0962'LOWER THAN THE STATION.  IT IS STAMPED FANCHER NO 1 1944.
 FR0962'
 FR0962'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0962'OUTCROP PROJECTING ABOUT 4 INCHES AND IS ABOUT 1-1/2 FEET LOWER
 FR0962'THAN THE STATION.  IT IS STAMPED FANCHER NO 2 1944.
 FR0962'
 FR0962'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 FR0962'PROJECTING ABOUT 6 INCHES, AND IS ABOUT 8 FEET EAST OF THE
 FR0962'WEST RIM, 50 YARDS SOUTH OF THE NORTHWEST END OF MESA, AND
 FR0962'IS ABOUT 1/2 MILE NORTHWEST OF THE STATION.  IT IS STAMPED
 FR0962'FANCHER 1944.
 FR0962
 FR0962                          STATION RECOVERY (1950)
 FR0962
 FR0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0962'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.  ALL MARKS WERE
 FR0962'FOUND IN GOOD CONDITION.
 FR0962'
 FR0962'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 FR0962'AZIMUTH MARK WERE MEASURED AND FOUND TO BE CORRECT, WITH THE
 FR0962'EXCEPTION OF REFERENCE MARK NO. 2 WHICH WAS FOUND TO BE
 FR0962'13.505 METERS, 44.31 FEET.
 FR0962'
 FR0962'THE ROUTE TO THE STATION FROM THE ATCHISON, TOPEKA, AND SANTA
 FR0962'FE RAILROAD STATION IN KINGMAN WAS CHECKED AND FOUND TO BE
 FR0962'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0251 ***********************************************************************
 GQ0251  DESIGNATION -  FANG
 GQ0251  PID         -  GQ0251
 GQ0251  STATE/COUNTY-  AZ/COCONINO
 GQ0251  USGS QUAD   -  COYOTE BUTTES (1988)
 GQ0251
 GQ0251                         *CURRENT SURVEY CONTROL
 GQ0251  ___________________________________________________________________
 GQ0251* NAD 83(1992)-  36 52 53.05574(N)    112 01 50.55934(W)     ADJUSTED  
 GQ0251* NAVD 88     -      1901.2    (meters)    6238.     (feet)  VERTCON   
 GQ0251  ___________________________________________________________________
 GQ0251  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GQ0251  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GQ0251
 GQ0251  HORZ ORDER  -  THIRD
 GQ0251
 GQ0251.The horizontal coordinates were established by classical geodetic methods
 GQ0251.and adjusted by the National Geodetic Survey in August 1993..
 GQ0251
 GQ0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0251
 GQ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0251
 GQ0251.The geoid height was determined by GEOID03.
 GQ0251
 GQ0251;                    North         East     Units Scale Factor Converg.
 GQ0251;SPC AZ C     -   652,316.154   203,194.000   MT  0.99990127   -0 04 06.4
 GQ0251;SPC AZ C     - 2,140,144.86    666,646.98   iFT  0.99990127   -0 04 06.4
 GQ0251;UTM  12      - 4,082,212.174   408,147.762   MT  0.99970394   -0 37 07.1
 GQ0251
 GQ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0251!SPC AZ C     -   0.99970522  x   0.99990127  =   0.99960652
 GQ0251!UTM  12      -   0.99970522  x   0.99970394  =   0.99940924
 GQ0251
 GQ0251:                Primary Azimuth Mark                     Grid Az
 GQ0251:SPC AZ C     -  DUFFER                                   011 28 51.1
 GQ0251:UTM  12      -  DUFFER                                   012 01 51.8
 GQ0251
 GQ0251|---------------------------------------------------------------------|
 GQ0251| PID    Reference Object                     Distance      Geod. Az  |
 GQ0251|                                                           dddmmss.s |
 GQ0251| GQ0272 DUFFER                              APPROX. 7.5 KM 0112444.7 |
 GQ0251|---------------------------------------------------------------------|
 GQ0251
 GQ0251                          SUPERSEDED SURVEY CONTROL
 GQ0251
 GQ0251  NAD 83(1986)-  36 52 53.05500(N)    112 01 50.56124(W) AD(       ) 3
 GQ0251  NGVD 29 (05/08/89) 1900.1    (m)         6234.     (f) VERT ANG       
 GQ0251
 GQ0251.Superseded values are not recommended for survey control.
 GQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0251.See file dsdata.txt to determine how the superseded data were derived.
 GQ0251
 GQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0814882212(NAD 83)
 GQ0251_MARKER: DD = SURVEY DISK
 GQ0251_SETTING: 80 = SET IN A BOULDER
 GQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0251+STABILITY: SURFACE MOTION
 GQ0251
 GQ0251  HISTORY     - Date     Condition        Report By
 GQ0251  HISTORY     - 1953     MONUMENTED       USGS
 GQ0251
 GQ0251                          STATION DESCRIPTION
 GQ0251
 GQ0251'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GQ0251'LOCATED ABOUT 21 MI W. OF NAVAJO BRIDGE, 8.5 MI N. OF U.S. HWY.
 GQ0251'89, 6 MI NW. OF JARVIS RANCH.  ON SHARP PEAK CAPPED WITH SANDSTONE
 GQ0251'WHICH IS HIGHEST AND MOST PROMINENT IN VICINITY.
 GQ0251'
 GQ0251'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GQ0251'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GQ0251'(MAIN RD.) AND CONTINUE 2 MI TO TRACK RD. ON RIGHT (E.).  CONTINUE
 GQ0251'1.2 MI N. TO SECOND TRACK RD. ON RIGHT.  TURN RIGHT 2.1 MI E.  GO
 GQ0251'ABOUT 1 MI N. CROSS-COUNTRY TO STATION.
 GQ0251'
 GQ0251'STATION MARK--STANDARD TABLET STAMPED---FANG 1953---, CEMENTED AT
 GQ0251'HIGH POINT OF SANDSTONE CAP-ROCK.
 GQ0251'
 GQ0251'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0361 ***********************************************************************
 CF0361  DESIGNATION -  FARGO
 CF0361  PID         -  CF0361
 CF0361  STATE/COUNTY-  AZ/COCHISE
 CF0361  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0361
 CF0361                         *CURRENT SURVEY CONTROL
 CF0361  ___________________________________________________________________
 CF0361* NAD 83(1992)-  31 44 40.48833(N)    109 56 00.63433(W)     ADJUSTED  
 CF0361* NAVD 88     -      1570.7    (meters)    5153.     (feet)  VERTCON   
 CF0361  ___________________________________________________________________
 CF0361  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 CF0361  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CF0361
 CF0361  HORZ ORDER  -  SECOND
 CF0361
 CF0361.The horizontal coordinates were established by classical geodetic methods
 CF0361.and adjusted by the National Geodetic Survey in August 1993..
 CF0361
 CF0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0361
 CF0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0361
 CF0361.The geoid height was determined by GEOID03.
 CF0361
 CF0361;                    North         East     Units Scale Factor Converg.
 CF0361;SPC AZ E     -    82,571.375   235,450.425   MT  0.99990602   +0 07 21.6
 CF0361;SPC AZ E     -   270,903.46    772,475.15   iFT  0.99990602   +0 07 21.6
 CF0361;UTM  12      - 3,512,619.573   601,016.603   MT  0.99972585   +0 33 40.2
 CF0361
 CF0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0361!SPC AZ E     -   0.99975771  x   0.99990602  =   0.99966376
 CF0361!UTM  12      -   0.99975771  x   0.99972585  =   0.99948363
 CF0361
 CF0361|---------------------------------------------------------------------|
 CF0361| PID    Reference Object                     Distance      Geod. Az  |
 CF0361|                                                           dddmmss.s |
 CF0361| CC7375 FARGO RM 1                            7.930 METERS 01601     |
 CF0361| CC7376 FARGO RM 2                            7.640 METERS 11028     |
 CF0361| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX.13.3 KM 2542603.2 |
 CF0361| CC7374 5024                                               3110319.9 |
 CF0361|---------------------------------------------------------------------|
 CF0361
 CF0361                          SUPERSEDED SURVEY CONTROL
 CF0361
 CF0361  NAD 83(1986)-  31 44 40.48430(N)    109 56 00.62779(W) AD(       ) 2
 CF0361  NAD 27      -  31 44 40.16200(N)    109 55 58.36200(W) AD(       ) 2
 CF0361  NGVD 29 (07/19/86) 1569.8    (m)         5150.     (f) VERT ANG       
 CF0361
 CF0361.Superseded values are not recommended for survey control.
 CF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0361.See file dsdata.txt to determine how the superseded data were derived.
 CF0361
 CF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0101712620(NAD 83)
 CF0361_MARKER: DS = TRIANGULATION STATION DISK
 CF0361_SETTING: 0 = UNSPECIFIED SETTING
 CF0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0361+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 CF0361
 CF0361  HISTORY     - Date     Condition        Report By
 CF0361  HISTORY     - 1946     MONUMENTED       CGS
 CF0361  HISTORY     - 1957     GOOD             USGS
 CF0361  HISTORY     - 1961     GOOD             LOCSUR
 CF0361  HISTORY     - 1967     GOOD             CGS
 CF0361  HISTORY     - 20040622 GOOD             USDA
 CF0361
 CF0361                          STATION DESCRIPTION
 CF0361
 CF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CF0361'THE STATION IS LOCATED 8 MILES, AIRLINE, ENE OF TOMBSTONE AND
 CF0361'6-1/2 MILES, AIRLINE, WNW OF GLEASON.  THE STATION IS ON A
 CF0361'LOW HILL, ABOUT 4 MILES W OF THE S END OF THE DRAGOON MOUNTAINS.
 CF0361'THE TOMBSTONE-GLEASON ROAD PASSES OVER THE N SIDE OF THE
 CF0361'HILL.
 CF0361'
 CF0361'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CF0361'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CF0361'
 CF0361'TO REACH FROM THE POST OFFICE IN TOMBSTONE, GO SW ON U.S.
 CF0361'HIGHWAY 80 FOR 0.6 MILE TO A SIDE ROAD LEFT AND A SIGN READING
 CF0361'GLEASON PEARCE.  FOLLOWING THE SIGN, TAKE THE LEFT FORK, A
 CF0361'GRADED ROAD, AND GO 5.7 MILES TO A CATTLE GUARD.  CONTINUE
 CF0361'1.2 MILES TO A DIM TRACK ROAD ON THE LEFT.  THIS TRACK ROAD IS
 CF0361'THE TURN-OFF FOR THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD
 CF0361'FOR 1.5 MILES TO A WIRE GATE ON THE RIGHT.  HERE TURN OFF
 CF0361'THE ROAD S AND PASS THROUGH THE GATE AND TURN RIGHT ALONG
 CF0361'THE S SIDE OF THE FENCE AND GO 0.1 MILE TO THE HIGHEST POINT
 CF0361'AND THE STATION.
 CF0361'
 CF0361'STATION MARK IS STAMPED FARGO 1946 AND IS SET IN A SQUARE
 CF0361'CONCRETE POST PROJECTING 8 INCHES.  IT IS 13 FEET SSW OF THE
 CF0361'WITNESS POST.
 CF0361'
 CF0361'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED FARGO
 CF0361'NO 1 1946, AND SET IN A SQUARE CONCRETE POST FLUSH, ABOUT
 CF0361'14 INCHES BELOW THE STATION.  THE MARK IS N OF THE STATION.
 CF0361'
 CF0361'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED FARGO
 CF0361'NO 2 1946, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH,
 CF0361'AND IS ABOUT 8 INCHES BELOW THE STATION.  THE MARK IS E OF
 CF0361'THE STATION.
 CF0361'
 CF0361'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK AFFIXED
 CF0361'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES AND IS
 CF0361'STAMPED 5024.  IT IS 3.2 FEET ENE OF THE WITNESS POST AND
 CF0361'9 FEET NW OF THE CENTER OF THE TRACK ROAD.  THE MARK IS 1/2 MILE
 CF0361'NW OF THE STATION.  TO REACH FROM THE FORK MENTIONED IN THE
 CF0361'STATION DESCRIPTION, GO NE ON THE TRACK ROAD, CROSSING A WASH,
 CF0361'FOR 1.3 MILES TO THE WITNESS POST AND THE AZIMUTH MARK ON THE
 CF0361'LEFT.
 CF0361'
 CF0361'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CF0361
 CF0361                          STATION RECOVERY (1957)
 CF0361
 CF0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0361'RECOVERED AS DESCRIBED BY NGS IN 1946 IN DESCRIPTION LIST 31 109 4,
 CF0361'STATION 1002.  ALL MARKS IN GOOD CONDITION.
 CF0361
 CF0361                          STATION RECOVERY (1961)
 CF0361
 CF0361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (RRR)
 CF0361'RECOVERED BY BEAR CR. MINING CO.
 CF0361'
 CF0361'STATION FOUND IN EXCELLENT CONDITION.
 CF0361
 CF0361                          STATION RECOVERY (1967)
 CF0361
 CF0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CF0361'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 CF0361'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CF0361'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 CF0361'FOLLOWS.
 CF0361'
 CF0361'TO REACH THE STATION FROM THE UNION HIGH SCHOOL IN TOMBSTONE,
 CF0361'GO EAST ON U.S. HIGHWAY 80 FOR 0.5 MILE TO THE GLEESON ROAD.
 CF0361'TURN LEFT AND GO NORTH AND EAST ON THE GLEESON ROAD FOR 1.05
 CF0361'MILES TO A Y-FORK.  TAKE THE RIGHT FORK (WHICH IS THE GLEESON
 CF0361'ROAD) AND GO EAST FOR 6.55 MILES TO A CATTLE GUARD, CONTINUE
 CF0361'EAST FOR 0.8 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE
 CF0361'GATE AND GO WEST ON THE SOUTH SIDE OF THE FENCE, UP A STEEP
 CF0361'HILL, FOR 0.2 MILE AND THE STATION.
 CF0361'
 CF0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 CF0361'EAST-NORTHEAST OF TOMBSTONE, 6.0 MILES WEST-NORTHWEST OF GLEESON
 CF0361'AND 4.0 MILES WEST OF THE SOUTH END OF THE DRAGOON MOUNTAINS.
 CF0361
 CF0361                          STATION RECOVERY (2004)
 CF0361
 CF0361'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2004 (MJC)
 CF0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5765 ***********************************************************************
 DH5765  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5765  DESIGNATION -  FARGO
 DH5765  PID         -  DH5765
 DH5765  STATE/COUNTY-  AZ/COCHISE
 DH5765  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5765
 DH5765                         *CURRENT SURVEY CONTROL
 DH5765  ___________________________________________________________________
 DH5765* NAD 83(1992)-  32 07 23.36030(N)    109 46 40.12241(W)     ADJUSTED  
 DH5765* NAVD 88     -      1269.93   (meters)    4166.4    (feet)  GPS OBS   
 DH5765  ___________________________________________________________________
 DH5765  X           -  -1,829,877.188 (meters)                     COMP
 DH5765  Y           -  -5,088,861.883 (meters)                     COMP
 DH5765  Z           -   3,372,665.832 (meters)                     COMP
 DH5765  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DH5765  ELLIP HEIGHT-        1242.79  (meters)          (08/22/05) GPS OBS
 DH5765  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DH5765
 DH5765  HORZ ORDER  -  B
 DH5765  ELLP ORDER  -  FOURTH    CLASS II
 DH5765
 DH5765.The horizontal coordinates were established by GPS observations
 DH5765.and adjusted by the National Geodetic Survey in August 2005..
 DH5765
 DH5765.The orthometric height was determined by GPS observations and a
 DH5765.high-resolution geoid model using precise GPS observation and
 DH5765.processing techniques.
 DH5765
 DH5765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5765
 DH5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5765
 DH5765.The ellipsoidal height was determined by GPS observations
 DH5765.and is referenced to NAD 83.
 DH5765
 DH5765.The geoid height was determined by GEOID03.
 DH5765
 DH5765;                    North         East     Units Scale Factor Converg.
 DH5765;SPC AZ E     -   124,588.333   250,051.374   MT  0.99991660   +0 12 24.4
 DH5765;SPC AZ E     -   408,754.37    820,378.52   iFT  0.99991660   +0 12 24.4
 DH5765;UTM  12      - 3,554,740.617   615,291.465   MT  0.99976392   +0 38 59.9
 DH5765
 DH5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5765!SPC AZ E     -   0.99980490  x   0.99991660  =   0.99972152
 DH5765!UTM  12      -   0.99980490  x   0.99976392  =   0.99956887
 DH5765
 DH5765                          SUPERSEDED SURVEY CONTROL
 DH5765
 DH5765.No superseded survey control is available for this station.
 DH5765
 DH5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1529154741(NAD 83)
 DH5765_MARKER: DD = SURVEY DISK
 DH5765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5765_STAMPING: FARGO 2004
 DH5765_MARK LOGO: AZ-003
 DH5765_PROJECTION: FLUSH
 DH5765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5765+STABILITY: SURFACE MOTION
 DH5765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5765+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5765
 DH5765  HISTORY     - Date     Condition        Report By
 DH5765  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5765
 DH5765                          STATION DESCRIPTION
 DH5765
 DH5765'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5765'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5765'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL 5.92 MILES TO KANSAS SETTELMENT RD.
 DH5765'HEAD SOUTH ON KANSAS SETTELMENT FOR APROX. 5.0 MILES TO ROBBS RD.
 DH5765'DRIVE WEST ON ROBBS FOR APPROX 1.0 MILES WHERE THE ROAD CURVES
 DH5765'SLIGHTLY TO THE SOUTH, BUT RETURNS TO THE WEST AND ENTERS THE MUSEUM
 DH5765'RANCH.  CONTINUE WEST INTO THE MUSEUM RANCH FOR APPROX. 0.18 MILES
 DH5765'WHERE THE STATION IS LOCATED APPROX. 25 FEET NORTH OF THE CENTERLINE
 DH5765'OF THE ROAD AND 10 FEET SOUTH OF AN  EAST-WEST FENCE LINE.
 DH5765' 
 DH5765'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5765'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5765'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2235 ***********************************************************************
 DV2235  DESIGNATION -  FARM
 DV2235  PID         -  DV2235
 DV2235  STATE/COUNTY-  AZ/MARICOPA
 DV2235  USGS QUAD   -  WADDELL (1975)
 DV2235
 DV2235                         *CURRENT SURVEY CONTROL
 DV2235  ___________________________________________________________________
 DV2235* NAD 83(1992)-  33 31 21.29864(N)    112 25 10.86157(W)     ADJUSTED  
 DV2235* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 DV2235  ___________________________________________________________________
 DV2235  X           -  -2,030,105.380 (meters)                     COMP
 DV2235  Y           -  -4,920,606.049 (meters)                     COMP
 DV2235  Z           -   3,502,590.591 (meters)                     COMP
 DV2235  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DV2235  ELLIP HEIGHT-         304.01  (meters)          (06/11/02) GPS OBS
 DV2235  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV2235
 DV2235  HORZ ORDER  -  FIRST
 DV2235  ELLP ORDER  -  FOURTH    CLASS II
 DV2235
 DV2235.The horizontal coordinates were established by GPS observations
 DV2235.and adjusted by the National Geodetic Survey in August 1993..
 DV2235
 DV2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2235
 DV2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2235
 DV2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2235
 DV2235.The ellipsoidal height was determined by GPS observations
 DV2235.and is referenced to NAD 83.
 DV2235
 DV2235.The geoid height was determined by GEOID03.
 DV2235
 DV2235;                    North         East     Units Scale Factor Converg.
 DV2235;SPC AZ C     -   279,818.237   166,634.949   MT  0.99992691   -0 16 40.1
 DV2235;SPC AZ C     -   918,038.84    546,702.59   iFT  0.99992691   -0 16 40.1
 DV2235;UTM  12      - 3,710,125.137   368,161.088   MT  0.99981429   -0 47 03.0
 DV2235
 DV2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2235!SPC AZ C     -   0.99995228  x   0.99992691  =   0.99987919
 DV2235!UTM  12      -   0.99995228  x   0.99981429  =   0.99976657
 DV2235
 DV2235                          SUPERSEDED SURVEY CONTROL
 DV2235
 DV2235  ELLIP H (08/23/93)  304.14   (m)                       GP(       ) 4 2
 DV2235  NAD 83(1986)-  33 31 21.29296(N)    112 25 10.86778(W) AD(       ) 1
 DV2235  NGVD 29 (09/11/89)  333.5    (m)         1094.     (f) GPS OBS        
 DV2235
 DV2235.Superseded values are not recommended for survey control.
 DV2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2235.See file dsdata.txt to determine how the superseded data were derived.
 DV2235
 DV2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6816110125(NAD 83)
 DV2235_MARKER: DD = SURVEY DISK
 DV2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2235+STABILITY: SURFACE MOTION
 DV2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2235+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2235
 DV2235  HISTORY     - Date     Condition        Report By
 DV2235  HISTORY     - 1986     MONUMENTED       AZDT
 DV2235
 DV2235                          STATION DESCRIPTION
 DV2235
 DV2235'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2235'THE STATION IS LOCATED ABOUT 5.7 KM (3.5 MI)
 DV2235'WEST-NORTHWEST OF LITCHFIELD PARK, ARIZONA.
 DV2235'
 DV2235'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN SCHOOL ROAD
 DV2235'AND COTTON LANE,
 DV2235'GO NORTH ON COTTON LANE FOR 3.24 KM (2.0 MI) TO BETHANY HOME ROAD,
 DV2235'TURN RIGHT AND GO EAST FOR 0.65 KM (0.4 MI) ON BETHANY HOME ROAD
 DV2235'TO THE STATION ON THE RIGHT.
 DV2235'
 DV2235'THE STATION IS A STANDARD AGS DISK
 DV2235'STAMPED---FARM 1986---,
 DV2235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2235'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2235'0.85 METERS (2.8 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2235'1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2235'0.46 METERS (1.5 FT) NORTH FROM THE EDGE OF A DITCH,
 DV2235'6.86 METERS (22.5 FT) SOUTH FROM THE CENTERLINE OF A DIRT ROAD.
 DV2235'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2235'STAMPED---FARM 1986---,
 DV2235'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0372 ***********************************************************************
 CF0372  DESIGNATION -  FARM
 CF0372  PID         -  CF0372
 CF0372  STATE/COUNTY-  AZ/COCHISE
 CF0372  USGS QUAD   -  PEARCE (1985)
 CF0372
 CF0372                         *CURRENT SURVEY CONTROL
 CF0372  ___________________________________________________________________
 CF0372* NAD 83(1992)-  31 59 08.36046(N)    109 51 13.90468(W)     ADJUSTED  
 CF0372* NAVD 88     -      1292.7    (meters)    4241.     (feet)  VERTCON   
 CF0372  ___________________________________________________________________
 CF0372  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CF0372  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0372
 CF0372  HORZ ORDER  -  SECOND
 CF0372
 CF0372.The horizontal coordinates were established by classical geodetic methods
 CF0372.and adjusted by the National Geodetic Survey in August 1993..
 CF0372
 CF0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0372
 CF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0372
 CF0372.The geoid height was determined by GEOID03.
 CF0372
 CF0372;                    North         East     Units Scale Factor Converg.
 CF0372;SPC AZ E     -   109,319.330   242,919.566   MT  0.99991077   +0 09 56.5
 CF0372;SPC AZ E     -   358,659.22    796,980.20   iFT  0.99991077   +0 09 56.5
 CF0372;UTM  12      - 3,539,419.455   608,278.866   MT  0.99974459   +0 36 25.8
 CF0372
 CF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0372!SPC AZ E     -   0.99980134  x   0.99991077  =   0.99971213
 CF0372!UTM  12      -   0.99980134  x   0.99974459  =   0.99954598
 CF0372
 CF0372|---------------------------------------------------------------------|
 CF0372| PID    Reference Object                     Distance      Geod. Az  |
 CF0372|                                                           dddmmss.s |
 CF0372| CS5399 FARM RM 1                            12.189 METERS 16604     |
 CF0372| CS5400 FARM RM 2                            12.690 METERS 32752     |
 CF0372|---------------------------------------------------------------------|
 CF0372
 CF0372                          SUPERSEDED SURVEY CONTROL
 CF0372
 CF0372  NAD 83(1986)-  31 59 08.35288(N)    109 51 13.90288(W) AD(       ) 2
 CF0372  NGVD 29 (03/13/91) 1291.9    (m)         4239.     (f) VERT ANG       
 CF0372
 CF0372.Superseded values are not recommended for survey control.
 CF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0372.See file dsdata.txt to determine how the superseded data were derived.
 CF0372
 CF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0827939419(NAD 83)
 CF0372_MARKER: DS = TRIANGULATION STATION DISK
 CF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0372+STABILITY: SURFACE MOTION
 CF0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0372+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0372
 CF0372  HISTORY     - Date     Condition        Report By
 CF0372  HISTORY     - 1982     MONUMENTED       AZDT
 CF0372  HISTORY     - 20060506 GOOD             NGS
 CF0372
 CF0372                          STATION DESCRIPTION
 CF0372
 CF0372'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0372'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF WILLCOX, ARIZONA,
 CF0372'BESIDE HWY U.S. 666.
 CF0372'
 CF0372'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF I-10 AND U.S.
 CF0372'HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX, ARIZONA.  TRAVEL
 CF0372'SOUTHEAST ON U.S. 666, 14.85 MILES TO THE STATION ON THE RIGHT.
 CF0372'
 CF0372'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---FARM 1982---.
 CF0372'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0372'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 40.65 FEET WEST OF THE
 CF0372'CENTER LINE OF US 666, 8.9 FEET EAST OF RIGHT-OF-WAY FENCE AND 4 FEET
 CF0372'WEST OF WITNESS POST AND SIGN.  THE UNDERGROUND DISK IS SET IN A
 CF0372'IRREGULAR MASS OF CONCRETE 32-INCHES BELOW THE SURFACE MARK.
 CF0372'
 CF0372'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---FARM RM 1---SET
 CF0372'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0372'
 CF0372'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---FARM RM 2---SET
 CF0372'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0372'
 CF0372'NO AZIMUTH WAS SET FOR THIS STATION.  USE AZDT GATE OR AZDT PARK.
 CF0372
 CF0372                          STATION RECOVERY (2006)
 CF0372
 CF0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0372'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2071 ***********************************************************************
 DU2071  DESIGNATION -  FARMS
 DU2071  PID         -  DU2071
 DU2071  STATE/COUNTY-  AZ/PINAL
 DU2071  USGS QUAD   -  FLORENCE (1981)
 DU2071
 DU2071                         *CURRENT SURVEY CONTROL
 DU2071  ___________________________________________________________________
 DU2071* NAD 83(1992)-  33 07 11.20685(N)    111 28 24.55353(W)     ADJUSTED  
 DU2071* NAVD 88     -       465.9    (meters)    1529.     (feet)  VERTCON   
 DU2071  ___________________________________________________________________
 DU2071  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DU2071  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2071
 DU2071  HORZ ORDER  -  SECOND
 DU2071
 DU2071.The horizontal coordinates were established by classical geodetic methods
 DU2071.and adjusted by the National Geodetic Survey in August 1993..
 DU2071
 DU2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2071
 DU2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2071
 DU2071.The geoid height was determined by GEOID03.
 DU2071
 DU2071;                    North         East     Units Scale Factor Converg.
 DU2071;SPC AZ C     -   235,121.836   254,716.534   MT  0.99992108   +0 14 31.8
 DU2071;SPC AZ C     -   771,397.10    835,684.17   iFT  0.99992108   +0 14 31.8
 DU2071;UTM  12      - 3,664,665.584   455,828.467   MT  0.99962406   -0 15 31.4
 DU2071
 DU2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2071!SPC AZ C     -   0.99993149  x   0.99992108  =   0.99985257
 DU2071!UTM  12      -   0.99993149  x   0.99962406  =   0.99955557
 DU2071
 DU2071:                Primary Azimuth Mark                     Grid Az
 DU2071:SPC AZ C     -  TRAIN                                    060 58 18.8
 DU2071:UTM  12      -  TRAIN                                    061 28 22.0
 DU2071
 DU2071|---------------------------------------------------------------------|
 DU2071| PID    Reference Object                     Distance      Geod. Az  |
 DU2071|                                                           dddmmss.s |
 DU2071| DU2073 TRAIN                               APPROX. 6.2 KM 0611250.6 |
 DU2071| CH5151 FARMS RM 2                           12.564 METERS 17945     |
 DU2071| CH5150 FARMS RM 1                           12.758 METERS 35849     |
 DU2071|---------------------------------------------------------------------|
 DU2071
 DU2071                          SUPERSEDED SURVEY CONTROL
 DU2071
 DU2071  NAD 83(1986)-  33 07 11.19955(N)    111 28 24.55511(W) AD(       ) 2
 DU2071  NAD 27      -  33 07 10.99085(N)    111 28 22.10074(W) AD(       ) 2
 DU2071  NGVD 29 (07/19/86)  465.4    (m)         1527.     (f) VERT ANG       
 DU2071
 DU2071.Superseded values are not recommended for survey control.
 DU2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2071.See file dsdata.txt to determine how the superseded data were derived.
 DU2071
 DU2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5582864666(NAD 83)
 DU2071_MARKER: DD = SURVEY DISK
 DU2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2071
 DU2071  HISTORY     - Date     Condition        Report By
 DU2071  HISTORY     - 1976     MONUMENTED       AZDT
 DU2071  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU2071
 DU2071                          STATION DESCRIPTION
 DU2071
 DU2071'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2071'THE STATION IS LOCATED ABOUT 7.8 MILES NORTHWEST OF FLORENCE
 DU2071'IN THE EAST RIGHT-OF-WAY OF QUEEN CREEK RD. 423 FEET NORTH OF
 DU2071'THE INTERSECTION OF ARIZONA FARMS RD.
 DU2071'
 DU2071'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FARMS P AND
 DU2071'M G.S. 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2071'MONUMENT.  THE DISK IS 52 FEET EAST OF QUEEN CREEK ROAD, 1.7
 DU2071'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND IS MARKED BY A
 DU2071'WITNESS POST AND SIGN 1.7 FEET EAST.
 DU2071'
 DU2071'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED RM 1
 DU2071'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2071'MARK IS 52 FEET EAST OF QUEEN CREEK RD AND 2 FEET WEST OF THE
 DU2071'EAST RIGHT-OF-WAY FENCE.
 DU2071'
 DU2071'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2
 DU2071'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2071'MARK IS 52 FEET EAST OF QUEEN CREEK ROAD AND 2 FEET WEST OF
 DU2071'THE EAST RIGHT-OF-WAY FENCE.
 DU2071'
 DU2071'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO EAST
 DU2071'ON STATE ROUTE 287 FOR 0.4 MILES TO THE INTERSECTION OF
 DU2071'U.S. HWY. 80-89, GO NORTH ON U.S. 80-89 FOR 6.3 MILES TO ARIZONA
 DU2071'FARMS ROAD.  GO LEFT (WEST) ON ARIZONA FARMS RD. FOR 6.4 MILES TO
 DU2071'QUEEN CREEK RD., GO NORTH ON QUEEN CREEK RD. FOR 423 FEET AND TO
 DU2071'THE STATION IN THE EAST RIGHT-OF-WAY.
 DU2071
 DU2071                          STATION RECOVERY (2006)
 DU2071
 DU2071'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2071'THE SHOULDER OF THE ROAD HAS BEEN PLOWED. EVEN SOME 4' TALL
 DU2071'FIBER-OPTIC WARNING STANDARDS HAVE BEEN RUN OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0949 ***********************************************************************
 CG0949  DESIGNATION -  FARO
 CG0949  PID         -  CG0949
 CG0949  STATE/COUNTY-  AZ/COCHISE
 CG0949  USGS QUAD   -  LAND (1973)
 CG0949
 CG0949                         *CURRENT SURVEY CONTROL
 CG0949  ___________________________________________________________________
 CG0949* NAD 83(1992)-  31 49 04.72811(N)    110 10 16.23014(W)     ADJUSTED  
 CG0949* NAVD 88     -      1223.8    (meters)    4015.     (feet)  VERTCON   
 CG0949  ___________________________________________________________________
 CG0949  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CG0949  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG0949
 CG0949  HORZ ORDER  -  THIRD
 CG0949
 CG0949.The horizontal coordinates were established by classical geodetic methods
 CG0949.and adjusted by the National Geodetic Survey in August 1993..
 CG0949
 CG0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0949
 CG0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0949
 CG0949.The geoid height was determined by GEOID03.
 CG0949
 CG0949;                    North         East     Units Scale Factor Converg.
 CG0949;SPC AZ E     -    90,685.726   212,933.193   MT  0.99990000   -0 00 08.6
 CG0949;SPC AZ E     -   297,525.35    698,599.71   iFT  0.99990000   -0 00 08.6
 CG0949;UTM  12      - 3,520,559.582   578,442.435   MT  0.99967589   +0 26 13.2
 CG0949
 CG0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0949!SPC AZ E     -   0.99981223  x   0.99990000  =   0.99971225
 CG0949!UTM  12      -   0.99981223  x   0.99967589  =   0.99948819
 CG0949
 CG0949|---------------------------------------------------------------------|
 CG0949| PID    Reference Object                     Distance      Geod. Az  |
 CG0949|                                                           dddmmss.s |
 CG0949| CC6586 T18S R21E SEC 35 1/4 COR                           15629     |
 CG0949| CC7378 FARO RM 1                             7.051 METERS 18851     |
 CG0949| CC7379 FARO RM 2                             7.494 METERS 27759     |
 CG0949| CC7377 HIGHWAY 80 STA 751+30.6 3837.98                    3073406.9 |
 CG0949|---------------------------------------------------------------------|
 CG0949
 CG0949                          SUPERSEDED SURVEY CONTROL
 CG0949
 CG0949  NAD 83(1986)-  31 49 04.71998(N)    110 10 16.22435(W) AD(       ) 3
 CG0949  NAD 27      -  31 49 04.41000(N)    110 10 13.97800(W) AD(       ) 3
 CG0949  NGVD 29 (07/19/86) 1223.0    (m)         4012.     (f) VERT ANG       
 CG0949
 CG0949.Superseded values are not recommended for survey control.
 CG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0949.See file dsdata.txt to determine how the superseded data were derived.
 CG0949
 CG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7844220560(NAD 83)
 CG0949_MARKER: DS = TRIANGULATION STATION DISK
 CG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0949+STABILITY: SURFACE MOTION
 CG0949
 CG0949  HISTORY     - Date     Condition        Report By
 CG0949  HISTORY     - 1946     MONUMENTED       CGS
 CG0949  HISTORY     - 1986     GOOD             AZDT
 CG0949
 CG0949                          STATION DESCRIPTION
 CG0949
 CG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0949'THE STATION IS LOCATED ON TOP OF A RIDGE JUST N OF U.S. HIGHWAY
 CG0949'80 AND AT A POINT WHERE THE HIGHWAY COMES OUT OF THE VALLEY
 CG0949'ONTO THE ROLLING MESA.  IT IS ALSO LOCATED AT THE S CORNER OF
 CG0949'SECTION 35, T. 18 S., R. 21 E.  BY APPROXIMATE AIRLINE DISTANCES
 CG0949'IT IS LOCATED 9-1/2 MILES NW OF TOMBSTONE AND 2-1/2 MILES E OF
 CG0949'THE SAN PEDRO RIVER.
 CG0949'
 CG0949'TO REACH FROM THE NEW MORMON CHURCH IN ST. DAVID, GO 6.5
 CG0949'MILES S ON U.S. HIGHWAY 80 TO A CONCRETE CULVERT AND AZIMUTH
 CG0949'MARK ON RIGHT.  CONTINUE FOR 0.95 MILE TO A DIM TRACK ROAD
 CG0949'ON THE LEFT, TAKING OFF AND RUNNING ALMOST PARALLEL WITH HIGHWAY.
 CG0949'TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 0.05 MILE TO WIRE GATE.
 CG0949'PASS THROUGH, THEN MAKE A U-TURN BACK ALONG FENCE LINE FOR
 CG0949'0.2 MILE, THENCE TURN RIGHT TO TOP OF RIDGE AND STATION.
 CG0949'
 CG0949'THE STATION MARK IS A BRONZE STATION DISK, STAMPED FARO 1946,
 CG0949'AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE POST
 CG0949'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CG0949'ABOUT 100 YARDS NE OF THE HIGHWAY AND 10 FEET ESE OF A 4- BY
 CG0949'4-INCH WHITE WITNESS POST.
 CG0949'
 CG0949'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED FARO NO
 CG0949'1 1946, AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CG0949'POST THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 10 INCHES
 CG0949'LOWER THAN STATION.
 CG0949'
 CG0949'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED FARO NO
 CG0949'2 1946, AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CG0949'POST THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 10 INCHES LOWER
 CG0949'THAN STATION.
 CG0949'
 CG0949'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BENCH
 CG0949'MARK, STAMPED ELEV. 3837.98 STA. 751+306 1931, AND SET IN A
 CG0949'CONCRETE CULVERT 18.7 FEET FROM THE NW END OF THE SW SIDE OF
 CG0949'THE ROAD.  IT IS 0.7 MILE N OF STATION BY ROAD AND APPROXIMATELY
 CG0949'1/2 MILE NW OF STATION BY AIRLINE.
 CG0949'
 CG0949'THE G.L.O. MARK IS A SECTION-CORNER MARKER SET IN THE TOP OF A
 CG0949'1-INCH PIPE THAT PROJECTS ABOUT 12 INCHES ABOVE THE GROUND, AND
 CG0949'IS STAMPED S 35-1/4 1916.
 CG0949'
 CG0949'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0949
 CG0949                          STATION RECOVERY (1986)
 CG0949
 CG0949'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0949'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0949'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0949'
 CG0949'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL EAST
 CG0949'ALONG U.S. HIGHWAY 80 FOR 7.9 MILES TO MILE POST 307.8 AND AN OLD
 CG0949'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.35 MILE TO
 CG0949'THE END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 300 FEET TO THE TOP OF
 CG0949'A RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1071 ***********************************************************************
 ES1071  DESIGNATION -  FAUGHT
 ES1071  PID         -  ES1071
 ES1071  STATE/COUNTY-  AZ/NAVAJO
 ES1071  USGS QUAD   -  FAUGHT RIDGE (1977)
 ES1071
 ES1071                         *CURRENT SURVEY CONTROL
 ES1071  ___________________________________________________________________
 ES1071* NAD 83(1992)-  34 03 56.72576(N)    110 04 28.17302(W)     ADJUSTED  
 ES1071* NAVD 88     -      2142.7    (meters)    7030.     (feet)  VERTCON   
 ES1071  ___________________________________________________________________
 ES1071  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 ES1071  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1071
 ES1071  HORZ ORDER  -  SECOND
 ES1071
 ES1071.The horizontal coordinates were established by classical geodetic methods
 ES1071.and adjusted by the National Geodetic Survey in August 1993..
 ES1071
 ES1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1071
 ES1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1071
 ES1071.The geoid height was determined by GEOID03.
 ES1071
 ES1071;                    North         East     Units Scale Factor Converg.
 ES1071;SPC AZ E     -   339,950.934   221,868.073   MT  0.99990089   +0 03 05.9
 ES1071;SPC AZ E     - 1,115,324.59    727,913.63   iFT  0.99990089   +0 03 05.9
 ES1071;UTM  12      - 3,769,833.432   585,404.092   MT  0.99968991   +0 31 06.4
 ES1071
 ES1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1071!SPC AZ E     -   0.99966750  x   0.99990089  =   0.99956843
 ES1071!UTM  12      -   0.99966750  x   0.99968991  =   0.99935752
 ES1071
 ES1071:                Primary Azimuth Mark                     Grid Az
 ES1071:SPC AZ E     -  SPRINGER MOUNTAIN LOOKOUT TWR            051 54 20.6
 ES1071:UTM  12      -  SPRINGER MOUNTAIN LOOKOUT TWR            051 26 20.1
 ES1071
 ES1071|---------------------------------------------------------------------|
 ES1071| PID    Reference Object                     Distance      Geod. Az  |
 ES1071|                                                           dddmmss.s |
 ES1071| ER0528 SPRINGER MOUNTAIN LOOKOUT TWR       APPROX.14.7 KM 0515726.5 |
 ES1071| CD2867 FAUGHT AZ MK                                       0880544.2 |
 ES1071| ES1070 FAUGHT RM 1                          15.247 METERS 20025     |
 ES1071| CD2868 FAUGHT RM 2                           9.387 METERS 28958     |
 ES1071|---------------------------------------------------------------------|
 ES1071
 ES1071                          SUPERSEDED SURVEY CONTROL
 ES1071
 ES1071  NAD 83(1986)-  34 03 56.72254(N)    110 04 28.17826(W) AD(       ) 2
 ES1071  NAD 27      -  34 03 56.56150(N)    110 04 25.78780(W) AD(       ) 2
 ES1071  NGVD 29 (07/19/86) 2141.8    (m)         7027.     (f) VERT ANG       
 ES1071
 ES1071.Superseded values are not recommended for survey control.
 ES1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1071.See file dsdata.txt to determine how the superseded data were derived.
 ES1071
 ES1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8540469833(NAD 83)
 ES1071_MARKER: DS = TRIANGULATION STATION DISK
 ES1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1071
 ES1071  HISTORY     - Date     Condition        Report By
 ES1071  HISTORY     - 1958     MONUMENTED       CGS
 ES1071  HISTORY     - 1960     GOOD             USGS
 ES1071
 ES1071                          STATION DESCRIPTION
 ES1071
 ES1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1071'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF SHOW LOW,
 ES1071'13 MILES WEST OF MC NARY AND 8 MILES SOUTHWEST OF LAKESIDE.
 ES1071'IT IS 35 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE
 ES1071'FAUGHT RIDGE INDIAN SERVICE LOOKOUT TOWER, 5 FEET SOUTH OF A
 ES1071'WITNESS POST AND 5 FEET NORTH OF THE CORNER OF A SMALL BOARD
 ES1071'PEN.  THE MARK PROJECTS 3 INCHES AND IS STAMPED FAUGHT 1958.
 ES1071'
 ES1071'REFERENCE MARK NO. 1 IS CENTERED UNDER THE FAUGHT RIDGE INDIAN
 ES1071'SERVICE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS
 ES1071'STAMPED FAUGHT NO 1 1958.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ES1071'THAN THE STATION.
 ES1071'
 ES1071'REFERENCE MARK NO. 2 IS 91 FEET NORTHEAST OF THE NORTHEAST
 ES1071'CORNER OF A SMALL FRAME HOUSE AS LIVING QUARTERS AND 39 FEET
 ES1071'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK
 ES1071'PROJECTS 3 INCHES AND IS STAMPED FAUGHT NO 2 1958.  IT IS
 ES1071'ABOUT THE SAME ELEVATION AS THE STATION.
 ES1071'
 ES1071'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRADED
 ES1071'ROAD AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 ES1071'4 INCHES AND IS STAMPED FAUGHT 1958.
 ES1071'
 ES1071'THE FAUGHT RIDGE INDIAN SERVICE LOOKOUT TOWER IS AN 8-FOOT
 ES1071'BY 8-FOOT GALVANIZED STEEL CABIN SUPPORTED BY A 4-LEGGED
 ES1071'GALVANIZED STEEL STRUCTURE, 120 FEET IN OVERALL HEIGHT.
 ES1071'
 ES1071'TO REACH THE STATION FROM THE POST OFFICE IN PINE TOP, GO
 ES1071'SOUTH ON STATE HIGHWAY 173 FOR 4.0 MILES TO JUNCTION WITH
 ES1071'STATE HIGHWAY 73 AT INDIAN PINE, TAKE RIGHT FORK AND CONTINUE
 ES1071'SOUTH ON STATE HIGWAY 73 FOR 2.65 MILES TO A SIDE ROAD RIGHT
 ES1071'AT A CATTLE GUARD, TURN RIGHT AND GO WESTERLY ON GRADED ROAD
 ES1071'FOR 2.1 MILES TO A WOODEN CATTLE GUARD, CONTINUE STRAIGHT
 ES1071'AHEAD ON GRADED ROAD FOR 3.8 MILES TO A CATTLE GUARD AND SIDE
 ES1071'ROAD RIGHT, CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD
 ES1071'ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, CONTINUE
 ES1071'STRAIGHT AHEAD ON GRADED ROAD FOR 1.8 MILES TO A FORK, TAKE
 ES1071'LEFT FORK, UPHILL, FOR 0.55 MILE TO THE AZIMUTH MARK ON
 ES1071'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON MAIN
 ES1071'TRAVELED GRADED ROAD FOR 4.7 MILES TO A T ROAD, TURN RIGHT
 ES1071'AND FOLLOW ROUGH BLADED ROAD FOR 0.1 MILE TO THE STATION
 ES1071'AS DESCRIBED.
 ES1071
 ES1071                          STATION RECOVERY (1960)
 ES1071
 ES1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1070 ***********************************************************************
 ES1070  DESIGNATION -  FAUGHT RM 1
 ES1070  PID         -  ES1070
 ES1070  STATE/COUNTY-  AZ/NAVAJO
 ES1070  USGS QUAD   -  FAUGHT RIDGE (1977)
 ES1070
 ES1070                         *CURRENT SURVEY CONTROL
 ES1070  ___________________________________________________________________
 ES1070* NAD 83(1992)-  34 03 56.26204(N)    110 04 28.38050(W)     ADJUSTED  
 ES1070* NAVD 88     -      2143.     (meters)    7031.     (feet)  SCALED    
 ES1070  ___________________________________________________________________
 ES1070  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 ES1070  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1070
 ES1070  HORZ ORDER  -  SECOND
 ES1070
 ES1070.The horizontal coordinates were established by classical geodetic methods
 ES1070.and adjusted by the National Geodetic Survey in August 1993..
 ES1070
 ES1070.The orthometric height was scaled from a topographic map.
 ES1070
 ES1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1070
 ES1070.The geoid height was determined by GEOID03.
 ES1070
 ES1070;                    North         East     Units Scale Factor Converg.
 ES1070;SPC AZ E     -   339,936.642   221,862.766   MT  0.99990089   +0 03 05.8
 ES1070;SPC AZ E     - 1,115,277.70    727,896.21   iFT  0.99990089   +0 03 05.8
 ES1070;UTM  12      - 3,769,819.100   585,398.902   MT  0.99968990   +0 31 06.3
 ES1070
 ES1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1070!SPC AZ E     -   0.99966747  x   0.99990089  =   0.99956839
 ES1070!UTM  12      -   0.99966747  x   0.99968990  =   0.99935747
 ES1070
 ES1070                          SUPERSEDED SURVEY CONTROL
 ES1070
 ES1070  NAD 83(1986)-  34 03 56.25886(N)    110 04 28.38592(W) AD(       ) 2
 ES1070  NAD 27      -  34 03 56.09780(N)    110 04 25.99550(W) AD(       ) 2
 ES1070
 ES1070.Superseded values are not recommended for survey control.
 ES1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1070.See file dsdata.txt to determine how the superseded data were derived.
 ES1070
 ES1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8539969819(NAD 83)
 ES1070_MARKER: DS = TRIANGULATION STATION DISK
 ES1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1070+STABILITY: SURFACE MOTION
 ES1070
 ES1070  HISTORY     - Date     Condition        Report By
 ES1070  HISTORY     - 1958     MONUMENTED       CGS
 ES1070
 ES1070                          STATION DESCRIPTION
 ES1070
 ES1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ES1070'REFERENCE MARK NO. 1 IS CENTERED UNDER THE FAUGHT RIDGE INDIAN
 ES1070'SERVICE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS
 ES1070'STAMPED FAUGHT NO 1 1958.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ES1070'THAN THE STATION.
 ES1070'
 ES1070'TO REACH THE STATION FROM THE POST OFFICE IN PINE TOP, GO
 ES1070'SOUTH ON STATE HIGHWAY 173 FOR 4.0 MILES TO JUNCTION WITH
 ES1070'STATE HIGHWAY 73 AT INDIAN PINE, TAKE RIGHT FORK AND CONTINUE
 ES1070'SOUTH ON STATE HIGWAY 73 FOR 2.65 MILES TO A SIDE ROAD RIGHT
 ES1070'AT A CATTLE GUARD, TURN RIGHT AND GO WESTERLY ON GRADED ROAD
 ES1070'FOR 2.1 MILES TO A WOODEN CATTLE GUARD, CONTINUE STRAIGHT
 ES1070'AHEAD ON GRADED ROAD FOR 3.8 MILES TO A CATTLE GUARD AND SIDE
 ES1070'ROAD RIGHT, CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD
 ES1070'ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, CONTINUE
 ES1070'STRAIGHT AHEAD ON GRADED ROAD FOR 1.8 MILES TO A FORK, TAKE
 ES1070'LEFT FORK, UPHILL, FOR 0.55 MILE TO THE AZIMUTH MARK ON
 ES1070'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON MAIN
 ES1070'TRAVELED GRADED ROAD FOR 4.7 MILES TO A T ROAD, TURN RIGHT
 ES1070'AND FOLLOW ROUGH BLADED ROAD FOR 0.1 MILE TO STATION LIMESTONE
 ES1070'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2382 ***********************************************************************
 CZ2382  DESIGNATION -  FD 62
 CZ2382  PID         -  CZ2382
 CZ2382  STATE/COUNTY-  AZ/PIMA
 CZ2382  USGS QUAD   -  JAYNES (1992)
 CZ2382
 CZ2382                         *CURRENT SURVEY CONTROL
 CZ2382  ___________________________________________________________________
 CZ2382* NAD 83(1992)-  32 17 38.02596(N)    111 03 21.20471(W)     ADJUSTED  
 CZ2382* NAVD 88     -       714.3    (meters)    2343.     (feet)  VERTCON   
 CZ2382  ___________________________________________________________________
 CZ2382  X           -  -1,939,132.315 (meters)                     COMP
 CZ2382  Y           -  -5,036,921.094 (meters)                     COMP
 CZ2382  Z           -   3,388,390.825 (meters)                     COMP
 CZ2382  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2382  ELLIP HEIGHT-         684.97  (meters)          (06/11/02) GPS OBS
 CZ2382  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ2382
 CZ2382  HORZ ORDER  -  FIRST
 CZ2382  ELLP ORDER  -  FOURTH    CLASS II
 CZ2382
 CZ2382.The horizontal coordinates were established by GPS observations
 CZ2382.and adjusted by the National Geodetic Survey in August 1993..
 CZ2382
 CZ2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2382
 CZ2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2382
 CZ2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2382
 CZ2382.The ellipsoidal height was determined by GPS observations
 CZ2382.and is referenced to NAD 83.
 CZ2382
 CZ2382.The geoid height was determined by GEOID03.
 CZ2382
 CZ2382;                    North         East     Units Scale Factor Converg.
 CZ2382;SPC AZ C     -   143,779.089   294,430.166   MT  0.99998102   +0 27 35.7
 CZ2382;SPC AZ C     -   471,716.17    965,978.23   iFT  0.99998102   +0 27 35.7
 CZ2382;UTM  12      - 3,573,013.986   494,737.780   MT  0.99960034   -0 01 47.5
 CZ2382
 CZ2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2382!SPC AZ C     -   0.99989246  x   0.99998102  =   0.99987348
 CZ2382!UTM  12      -   0.99989246  x   0.99960034  =   0.99949285
 CZ2382
 CZ2382                          SUPERSEDED SURVEY CONTROL
 CZ2382
 CZ2382  ELLIP H (08/23/93)  685.05   (m)                       GP(       ) 4 2
 CZ2382  NAD 83(1986)-  32 17 38.02114(N)    111 03 21.20393(W) AD(       ) 1
 CZ2382  NGVD 29 (05/25/90)  713.6    (m)         2341.     (f) GPS OBS        
 CZ2382
 CZ2382.Superseded values are not recommended for survey control.
 CZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2382.See file dsdata.txt to determine how the superseded data were derived.
 CZ2382
 CZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9473873014(NAD 83)
 CZ2382_MARKER: DV = VERTICAL CONTROL DISK
 CZ2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2382+STABILITY: SURFACE MOTION
 CZ2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2382+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2382
 CZ2382  HISTORY     - Date     Condition        Report By
 CZ2382  HISTORY     - 1987     MONUMENTED       NGS
 CZ2382  HISTORY     - 19970319 GOOD             USPSQD
 CZ2382  HISTORY     - 20060316 GOOD             USPSQD
 CZ2382
 CZ2382                          STATION DESCRIPTION
 CZ2382
 CZ2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2382'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHWEST OF TUCSON AND
 CZ2382'2.4 KM (1.5 MI) WEST OF INTERSTATE HIGHWAY 10.
 CZ2382'OWNERSHIP--PIMA COUNTY.
 CZ2382'
 CZ2382'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2382'EL CAMINO DEL CERRO ROAD WHICH IS ABOUT 12.9 KM (8 MI) NORTHWEST OF
 CZ2382'SOUTH TUCSON, GO WEST FOR 1.4 KM (0.85 MI) ON EL CAMINO DEL CERRO
 CZ2382'ROAD TO THE INTERSECTION OF SILVERBELL ROAD.
 CZ2382'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.1 KM (0.7 MI) ON EL
 CZ2382'CAMINO DEL CERRO ROAD TO THE NORTHWEST FIRE STATION NUMBER 62 AND
 CZ2382'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05
 CZ2382'MI) TO THE STATION.
 CZ2382'
 CZ2382'THE STATION IS A STANDARD NGS DISK
 CZ2382'STAMPED---FD 62 1987---,
 CZ2382'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2382'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CZ2382'28.3 METERS (43.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF EL
 CZ2382'CAMINO DEL CERRO ROAD,
 CZ2382'10.6 METERS (34.8 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CZ2382'FIRE STATION AND
 CZ2382'5.51 METERS (18.0 FT) WEST FROM THE CONCRETE PARKING PAD.
 CZ2382'
 CZ2382'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2382'
 CZ2382'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2382'
 CZ2382'DESCRIBED BY M.T. LOWE.
 CZ2382
 CZ2382                          STATION RECOVERY (1997)
 CZ2382
 CZ2382'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2382'RECOVERED IN GOOD CONDITION.
 CZ2382
 CZ2382                          STATION RECOVERY (2006)
 CZ2382
 CZ2382'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2382'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0735 ***********************************************************************
 FQ0735  DESIGNATION -  FEATHER
 FQ0735  PID         -  FQ0735
 FQ0735  STATE/COUNTY-  AZ/NAVAJO
 FQ0735  USGS QUAD   -  STANDING HORSE MESA (1972)
 FQ0735
 FQ0735                         *CURRENT SURVEY CONTROL
 FQ0735  ___________________________________________________________________
 FQ0735* NAD 83(1992)-  35 09 35.75544(N)    110 27 36.18178(W)     ADJUSTED  
 FQ0735* NAVD 88     -      1671.9    (meters)    5485.     (feet)  VERTCON   
 FQ0735  ___________________________________________________________________
 FQ0735  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FQ0735  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0735
 FQ0735  HORZ ORDER  -  SECOND
 FQ0735
 FQ0735.The horizontal coordinates were established by classical geodetic methods
 FQ0735.and adjusted by the National Geodetic Survey in August 1993..
 FQ0735
 FQ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0735
 FQ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0735
 FQ0735.The geoid height was determined by GEOID03.
 FQ0735
 FQ0735;                    North         East     Units Scale Factor Converg.
 FQ0735;SPC AZ E     -   461,355.038   186,632.376   MT  0.99990880   -0 10 08.2
 FQ0735;SPC AZ E     - 1,513,632.01    612,310.94   iFT  0.99990880   -0 10 08.2
 FQ0735;UTM  12      - 3,890,912.593   549,175.473   MT  0.99962980   +0 18 39.4
 FQ0735
 FQ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0735!SPC AZ E     -   0.99974137  x   0.99990880  =   0.99965019
 FQ0735!UTM  12      -   0.99974137  x   0.99962980  =   0.99937126
 FQ0735
 FQ0735|---------------------------------------------------------------------|
 FQ0735| PID    Reference Object                     Distance      Geod. Az  |
 FQ0735|                                                           dddmmss.s |
 FQ0735| CD3418 FEATHER RM 1                         12.549 METERS 04510     |
 FQ0735| FQ0734 IVES                                APPROX. 4.0 KM 0794349.4 |
 FQ0735| FQ0736 POST                                APPROX. 2.7 KM 2244410.3 |
 FQ0735| CD3419 FEATHER RM 2                         12.757 METERS 22541     |
 FQ0735|---------------------------------------------------------------------|
 FQ0735
 FQ0735                          SUPERSEDED SURVEY CONTROL
 FQ0735
 FQ0735  NAD 83(1986)-  35 09 35.74979(N)    110 27 36.18417(W) AD(       ) 2
 FQ0735  NAD 27      -  35 09 35.69123(N)    110 27 33.71403(W) AD(       ) 2
 FQ0735  NGVD 29 (07/19/86) 1671.1    (m)         5483.     (f) VERT ANG       
 FQ0735
 FQ0735.Superseded values are not recommended for survey control.
 FQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0735.See file dsdata.txt to determine how the superseded data were derived.
 FQ0735
 FQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4917590913(NAD 83)
 FQ0735_MARKER: DD = SURVEY DISK
 FQ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0735+STABILITY: SURFACE MOTION
 FQ0735
 FQ0735  HISTORY     - Date     Condition        Report By
 FQ0735  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0735
 FQ0735                          STATION DESCRIPTION
 FQ0735
 FQ0735'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0735'THE STATION IS LOCATED 17 AIRLINE MILES NORTHWEST OF WINSLOW AND ALONG
 FQ0735'STATE HIGHWAY 87.
 FQ0735'
 FQ0735'THE STATION MARK IS AN AZDT DISK SET IN A ROUND
 FQ0735'CONCRETE POST STAMPED---FEATHER 1980---SET FLUSH WITH THE GROUND.
 FQ0735'
 FQ0735'UNDERGROUND MARK IS A STANDARD AZDT GS ALUMINUM DISK SET IN CONCRETE
 FQ0735'34 INCHES BELOW SURFACE MARK STAMPED---FEATHER 1980---WITNESS POST AND
 FQ0735'SIGN 3.0 FEET NW.
 FQ0735'
 FQ0735'REFERENCE MARK NO. 1 IS AN AZDT DISK SET IN CONCRETE 41.2 FEET ENE OF
 FQ0735'STATION MARK AND STAMPED---FEATHER RM 1 1980---.
 FQ0735'
 FQ0735'REFERENCE MARK NO. 2 IS AN AZDT DISK SET IN CONCRETE 41.8 FEET WSW OF
 FQ0735'STATION MARK AND STAMPED---FEATHER RM 2 1980---.
 FQ0735'
 FQ0735'AZIMUTH MARK WAS NOT SET.    STATION POST MAY BE USED AS AZ MK.
 FQ0735'
 FQ0735'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH 1 BLOCK TO US 66-
 FQ0735'TURN LEFT AND GO EAST ON US 66 FOR 3.32 MILES TO THE JUNCTION OF US 66
 FQ0735'AND STATE HIGHWAY 87.  TURN LEFT AND TRAVEL NORTHEAST ON SR-87
 FQ0735'FOR 14.65 MILES TO A SMALL HIGHWAY CUT WHERE A DOWN GRADE BEGINS.  THE
 FQ0735'STATION IS ON THE LEFT 97 FEET NORTHWEST OF CENTERLINE OF STATE
 FQ0735'HIGHWAY 87.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1356 ***********************************************************************
 DB1356  DESIGNATION -  FEDER RESET
 DB1356  PID         -  DB1356
 DB1356  STATE/COUNTY-  AZ/YUMA
 DB1356  USGS QUAD   -  YUMA EAST (1994)
 DB1356
 DB1356                         *CURRENT SURVEY CONTROL
 DB1356  ___________________________________________________________________
 DB1356* NAD 83(1992)-  32 41 16.40159(N)    114 34 18.37432(W)     ADJUSTED  
 DB1356* NAVD 88     -        66.40   (+/-2cm)     217.8    (feet)  VERTCON   
 DB1356  ___________________________________________________________________
 DB1356  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DB1356  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1356
 DB1356  HORZ ORDER  -  SECOND
 DB1356  VERT ORDER  -  THIRD (See Below)
 DB1356
 DB1356.The horizontal coordinates were established by classical geodetic methods
 DB1356.and adjusted by the National Geodetic Survey in August 1993..
 DB1356
 DB1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1356.The vertical order pertains to the NGVD 29 superseded value.
 DB1356
 DB1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1356
 DB1356.The geoid height was determined by GEOID03.
 DB1356
 DB1356;                    North         East     Units Scale Factor Converg.
 DB1356;SPC AZ W     -   187,446.114   136,297.669   MT  1.00000653   -0 26 37.8
 DB1356;SPC AZ W     -   614,980.69    447,170.83   iFT  1.00000653   -0 26 37.8
 DB1356;SPC CA 6     -   559,071.968 2,157,381.714   MT  1.00001725   +0 55 20.0
 DB1356;SPC CA 6     - 1,834,221.95  7,078,009.84   sFT  1.00001725   +0 55 20.0
 DB1356;UTM  11      - 3,619,293.491   727,658.967   MT  1.00023913   +1 18 43.1
 DB1356
 DB1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1356!SPC AZ W     -   0.99999488  x   1.00000653  =   1.00000141
 DB1356!SPC CA 6     -   0.99999488  x   1.00001725  =   1.00001213
 DB1356!UTM  11      -   0.99999488  x   1.00023913  =   1.00023401
 DB1356
 DB1356|---------------------------------------------------------------------|
 DB1356| PID    Reference Object                     Distance      Geod. Az  |
 DB1356|                                                           dddmmss.s |
 DB1356| DB0221 FEDER RM 1 RESET                     23.870 METERS 10740     |
 DB1356| DB1349 YUMA AZ STA RESET                   APPROX. 5.1 KM 3011008.4 |
 DB1356| DB0223 FEDER RM 2 RESET                     18.063 METERS 34250     |
 DB1356|---------------------------------------------------------------------|
 DB1356
 DB1356                          SUPERSEDED SURVEY CONTROL
 DB1356
 DB1356  NAD 83(1986)-  32 41 16.41180(N)    114 34 18.38413(W) AD(       ) 2
 DB1356  NAD 27      -  32 41 16.24010(N)    114 34 15.55761(W) AD(       ) 2
 DB1356  NGVD 29 (??/??/??)   65.74   (m)          215.7    (f) RESET       3  
 DB1356
 DB1356.Superseded values are not recommended for survey control.
 DB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1356.See file dsdata.txt to determine how the superseded data were derived.
 DB1356
 DB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2765919293(NAD 83)
 DB1356_MARKER: DE = TRAVERSE STATION DISK
 DB1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1356_SP_SET: CONCRETE MONUMENT
 DB1356_STAMPING: FEDER 1960 1969
 DB1356_MARK LOGO: CGS   
 DB1356_PROJECTION: PROJECTING 20 CENTIMETERS
 DB1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1356+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB1356
 DB1356  HISTORY     - Date     Condition        Report By
 DB1356  HISTORY     - 1969     MONUMENTED       CGS
 DB1356  HISTORY     - 1969     GOOD             CGS
 DB1356  HISTORY     - 1976     GOOD             NGS
 DB1356  HISTORY     - 1981     GOOD             NGS
 DB1356  HISTORY     - 19950523 GOOD             USPSQD
 DB1356  HISTORY     - 20060406 GOOD             INDIV
 DB1356
 DB1356                          STATION DESCRIPTION
 DB1356
 DB1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DB1356'THE STATION IS + 80 FT N OF THE N FRONTAGE ROAD OF INTERSTATE
 DB1356'8.  NEW AZIMUTH ANGLES WERE ESTABLISHED TO YUMA AZIMUTH STATION
 DB1356'AND TWO TANKS.  STATION STAMPED FEDER 1960-1969.  A STANDARD
 DB1356'TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST PROJ. A.
 DB1356'REFERENCE MARKS STAMPED FEDER NO 1 1960-1960 IS A STANDARD
 DB1356'DISK SET IN A CYLINDRICAL CONCRETE POST PROJ 5 IN.  STATION IS
 DB1356'EAST 78.26 FEET.  REFERENCE MARK STAMPED FEDER NO 2 1960-1969
 DB1356'IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJ 9 IN.
 DB1356'STATION IS NW 59.27.  STATION IS GOOD.
 DB1356
 DB1356                          STATION RECOVERY (1969)
 DB1356
 DB1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DB1356'4 MI SE FROM YUMA.
 DB1356'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB1356'U.S. HIGHWAY 80 AT YUMA, TO A SIDE ROAD SOUTH, THENCE 0.7 MILE
 DB1356'SOUTH ON A PAVED ROAD TO A POWER LINE, THENCE 0.75 MILE EAST
 DB1356'ALONG POWER LINE ROAD, THENCE 0.1 MILE NORTH ACROSS COUNTRY,
 DB1356'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, 78.26 FEET
 DB1356'WEST OF RM 1, 59.27 FEET SOUTHEAST OF THE STATION.
 DB1356
 DB1356                          STATION RECOVERY (1976)
 DB1356
 DB1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CN)
 DB1356'THE STATION MARK IS A STANDARD DISK STAMPED, FEDER 1960 1969 RESET.
 DB1356'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 8
 DB1356'INCHES, 136-1/2 FEET NORTH OF A FRONTAGE ROAD AND 6 FEET SOUTH OF
 DB1356'THE WITNESS POST.
 DB1356'
 DB1356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FEDER NO 1 1960 RESET
 DB1356'1969.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DB1356'PROJECTS 8 INCHES.  IT IS 133-1/2 FEET NORTH OF THE FRONTAGE ROAD
 DB1356'AND 78-1/2 FEET EAST OF THE WITNESS POST.
 DB1356'
 DB1356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, FEDER NO 2 1960 RESET
 DB1356'1969.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DB1356'PROJECTS 9 INCHES.  IT IS 186 FEET NORTH OF THE FRONTAGE ROAD AND 55
 DB1356'1/2 FEET NORTHWEST OF THE WITNESS POST.
 DB1356'
 DB1356'TO REACH THE STATION FROM 4TH AVENUE (U.S. HIGHWAY 80) AND 16TH
 DB1356'STREET IN YUMA, GO EAST ALONG 16TH STREET FOR 2.5 MILES TO AVENUE
 DB1356'3E.  TURN RIGHT AND GO SOUTH ALONG AVENUE 3E FOR 0.55 MILE TO THE
 DB1356'NORTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 8.  TURN LEFT ON
 DB1356'FRONTAGE ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 DB1356'
 DB1356'NOTE.  NO PREVIOUS DESCRIPTION AVAILABLE.
 DB1356'
 DB1356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 DB1356'OF YUMA.
 DB1356'
 DB1356'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DB1356
 DB1356                          STATION RECOVERY (1981)
 DB1356
 DB1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1356'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1976.
 DB1356
 DB1356                          STATION RECOVERY (1995)
 DB1356
 DB1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1356'RECOVERED IN GOOD CONDITION.
 DB1356
 DB1356                          STATION RECOVERY (2006)
 DB1356
 DB1356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB1356'MONUMENT IS IN AN AREA OF HEAVY USAGE BY ALL TERRAIN VEHICLES.
 DB1356'MONUMENT IS INTACT BUT ADDITIONAL SIGNAGE AND A LARGER CONCRETE COLLAR
 DB1356'WERE ADDED BY THE CITY OF YUMA FOR PERPETUATION OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0220 ***********************************************************************
 DB0220  DESIGNATION -  FEDER RM 1
 DB0220  PID         -  DB0220
 DB0220  STATE/COUNTY-  AZ/YUMA
 DB0220  USGS QUAD   -  YUMA EAST (1994)
 DB0220
 DB0220                         *CURRENT SURVEY CONTROL
 DB0220  ___________________________________________________________________
 DB0220* NAD 83(1986)-  32 41 15.     (N)    114 34 19.     (W)     SCALED    
 DB0220* NAVD 88     -        66.50   (+/-2cm)     218.2    (feet)  VERTCON   
 DB0220  ___________________________________________________________________
 DB0220  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0220
 DB0220  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0220
 DB0220.The horizontal coordinates were scaled from a topographic map and have
 DB0220.an estimated accuracy of +/- 6 seconds.
 DB0220
 DB0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0220.The vertical order pertains to the NGVD 29 superseded value.
 DB0220
 DB0220.The geoid height was determined by GEOID03.
 DB0220
 DB0220;                    North         East    Units  Estimated Accuracy
 DB0220;SPC AZ W     -   187,400.      136,280.      MT  (+/- 180 meters Scaled)
 DB0220
 DB0220                          SUPERSEDED SURVEY CONTROL
 DB0220
 DB0220  NGVD 29 (??/??/??)   65.837  (m)          216.00   (f) ADJUSTED    1 2
 DB0220
 DB0220.Superseded values are not recommended for survey control.
 DB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0220.See file dsdata.txt to determine how the superseded data were derived.
 DB0220
 DB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0220_MARKER: DB = BENCH MARK DISK
 DB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0220_STAMPING: FEDER NO 1 1960
 DB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0220+STABILITY: SURFACE MOTION
 DB0220
 DB0220  HISTORY     - Date     Condition        Report By
 DB0220  HISTORY     - 1960     MONUMENTED       CGS
 DB0220
 DB0220                          STATION DESCRIPTION
 DB0220
 DB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0220'4 MI SE FROM YUMA.
 DB0220'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 DB0220'HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE SOUTH
 DB0220'ON PAVED ROAD TO A POWER LINE, THENCE 0.75 MILE EAST ON POWER
 DB0220'LINE ROAD, THENCE 0.1 MILE NORTH CROSS COUNTRY, 68.52 FEET
 DB0220'NORTHEAST OF THE STATION MARK, SET IN A CYLINDRICAL CONCRETE
 DB0220'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0221 ***********************************************************************
 DB0221  DESIGNATION -  FEDER RM 1 RESET
 DB0221  PID         -  DB0221
 DB0221  STATE/COUNTY-  AZ/YUMA
 DB0221  USGS QUAD   -  YUMA EAST (1994)
 DB0221
 DB0221                         *CURRENT SURVEY CONTROL
 DB0221  ___________________________________________________________________
 DB0221* NAD 83(1986)-  32 41 16.     (N)    114 34 18.     (W)     SCALED    
 DB0221* NAVD 88     -        66.07   (+/-2cm)     216.8    (feet)  VERTCON   
 DB0221  ___________________________________________________________________
 DB0221  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0221
 DB0221  VERT ORDER  -  THIRD (See Below)
 DB0221
 DB0221.The horizontal coordinates were scaled from a topographic map and have
 DB0221.an estimated accuracy of +/- 6 seconds.
 DB0221
 DB0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0221.The vertical order pertains to the NGVD 29 superseded value.
 DB0221
 DB0221.The geoid height was determined by GEOID03.
 DB0221
 DB0221;                    North         East    Units  Estimated Accuracy
 DB0221;SPC AZ W     -   187,430.      136,310.      MT  (+/- 180 meters Scaled)
 DB0221
 DB0221                          SUPERSEDED SURVEY CONTROL
 DB0221
 DB0221  NGVD 29 (??/??/??)   65.42   (m)          214.6    (f) RESET       3  
 DB0221
 DB0221.Superseded values are not recommended for survey control.
 DB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0221.See file dsdata.txt to determine how the superseded data were derived.
 DB0221
 DB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0221_MARKER: DD = SURVEY DISK
 DB0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0221_STAMPING: FEDER NO 1 1960 1969
 DB0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0221+STABILITY: SURFACE MOTION
 DB0221
 DB0221  HISTORY     - Date     Condition        Report By
 DB0221  HISTORY     - 1969     MONUMENTED       AZHD
 DB0221  HISTORY     - 19950523 GOOD             USPSQD
 DB0221
 DB0221                          STATION DESCRIPTION
 DB0221
 DB0221'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DB0221'4 MI SE FROM YUMA.
 DB0221'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0221'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD SOUTH, THENCE 0.7
 DB0221'MILE SOUTH ALONG A PAVED ROAD TO A POWER LINE, THENCE 0.75
 DB0221'MILE EAST ALONG POWER LINE ROAD, THENCE 0.1 MILE NORTH ACROSS
 DB0221'COUNTRY, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES,
 DB0221'78.26 FEET EAST OF THE STATION.
 DB0221
 DB0221                          STATION RECOVERY (1995)
 DB0221
 DB0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0222 ***********************************************************************
 DB0222  DESIGNATION -  FEDER RM 2
 DB0222  PID         -  DB0222
 DB0222  STATE/COUNTY-  AZ/YUMA
 DB0222  USGS QUAD   -  YUMA EAST (1994)
 DB0222
 DB0222                         *CURRENT SURVEY CONTROL
 DB0222  ___________________________________________________________________
 DB0222* NAD 83(1986)-  32 41 16.     (N)    114 34 19.     (W)     SCALED    
 DB0222* NAVD 88     -        66.34   (+/-2cm)     217.7    (feet)  VERTCON   
 DB0222  ___________________________________________________________________
 DB0222  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0222
 DB0222  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0222
 DB0222.The horizontal coordinates were scaled from a topographic map and have
 DB0222.an estimated accuracy of +/- 6 seconds.
 DB0222
 DB0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0222.The vertical order pertains to the NGVD 29 superseded value.
 DB0222
 DB0222.The geoid height was determined by GEOID03.
 DB0222
 DB0222;                    North         East    Units  Estimated Accuracy
 DB0222;SPC AZ W     -   187,430.      136,280.      MT  (+/- 180 meters Scaled)
 DB0222
 DB0222                          SUPERSEDED SURVEY CONTROL
 DB0222
 DB0222  NGVD 29 (??/??/??)   65.680  (m)          215.49   (f) ADJUSTED    1 2
 DB0222
 DB0222.Superseded values are not recommended for survey control.
 DB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0222.See file dsdata.txt to determine how the superseded data were derived.
 DB0222
 DB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0222_MARKER: DR = REFERENCE MARK DISK
 DB0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0222_STAMPING: FEDER NO 2 1960
 DB0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0222+STABILITY: SURFACE MOTION
 DB0222
 DB0222  HISTORY     - Date     Condition        Report By
 DB0222  HISTORY     - 1960     MONUMENTED       CGS
 DB0222
 DB0222                          STATION DESCRIPTION
 DB0222
 DB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0222'4 MI SE FROM YUMA.
 DB0222'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 DB0222'HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE SOUTH
 DB0222'ON PAVED ROAD, TO A POWER LINE, THENCE 0.75 MILE EAST ON POWER
 DB0222'LINE ROAD, THENCE 0.1 MILE NORTH CROSS-COUNTRY, 67.49 FEET
 DB0222'NORTHWEST OF THE STATION MARK, SET IN A CYLINDRICAL CONCRETE
 DB0222'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0223 ***********************************************************************
 DB0223  DESIGNATION -  FEDER RM 2 RESET
 DB0223  PID         -  DB0223
 DB0223  STATE/COUNTY-  AZ/YUMA
 DB0223  USGS QUAD   -  YUMA EAST (1994)
 DB0223
 DB0223                         *CURRENT SURVEY CONTROL
 DB0223  ___________________________________________________________________
 DB0223* NAD 83(1986)-  32 41 17.     (N)    114 34 18.     (W)     SCALED    
 DB0223* NAVD 88     -        66.30   (+/-2cm)     217.5    (feet)  VERTCON   
 DB0223  ___________________________________________________________________
 DB0223  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0223
 DB0223  VERT ORDER  -  THIRD (See Below)
 DB0223
 DB0223.The horizontal coordinates were scaled from a topographic map and have
 DB0223.an estimated accuracy of +/- 6 seconds.
 DB0223
 DB0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0223.The vertical order pertains to the NGVD 29 superseded value.
 DB0223
 DB0223.The geoid height was determined by GEOID03.
 DB0223
 DB0223;                    North         East    Units  Estimated Accuracy
 DB0223;SPC AZ W     -   187,460.      136,310.      MT  (+/- 180 meters Scaled)
 DB0223
 DB0223                          SUPERSEDED SURVEY CONTROL
 DB0223
 DB0223  NGVD 29 (??/??/??)   65.64   (m)          215.4    (f) RESET       3  
 DB0223
 DB0223.Superseded values are not recommended for survey control.
 DB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0223.See file dsdata.txt to determine how the superseded data were derived.
 DB0223
 DB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276193(NAD 83)
 DB0223_MARKER: DD = SURVEY DISK
 DB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0223_STAMPING: FEDER NO 2 RESET 1960 1969
 DB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0223+STABILITY: SURFACE MOTION
 DB0223
 DB0223  HISTORY     - Date     Condition        Report By
 DB0223  HISTORY     - 1969     MONUMENTED       AZHD
 DB0223  HISTORY     - 19950523 GOOD             USPSQD
 DB0223
 DB0223                          STATION DESCRIPTION
 DB0223
 DB0223'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DB0223'4 MI SE FROM YUMA.
 DB0223'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0223'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD SOUTH, THENCE 0.7
 DB0223'MILE SOUTH ON A PAVED ROAD, THENCE 0.75 MILE EAST ALONG POWER LINE
 DB0223'ROAD, THENCE 0.1 MILE NORTH ACROSS COUNTRY, SET IN THE TOP OF A
 DB0223'CONCRETE POST PROJECTING 9 INCHES, 59.27 FEET NORTHWEST OF THE
 DB0223'STATION.
 DB0223
 DB0223                          STATION RECOVERY (1995)
 DB0223
 DB0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0935 ***********************************************************************
 DW0935  DESIGNATION -  FELIPE
 DW0935  PID         -  DW0935
 DW0935  STATE/COUNTY-  AZ/LA PAZ
 DW0935  USGS QUAD   -  TWEED MINE (1986)
 DW0935
 DW0935                         *CURRENT SURVEY CONTROL
 DW0935  ___________________________________________________________________
 DW0935* NAD 83(1992)-  33 21 44.13614(N)    114 17 57.97896(W)     ADJUSTED  
 DW0935* NAVD 88     -       624.5    (meters)    2049.     (feet)  VERTCON   
 DW0935  ___________________________________________________________________
 DW0935  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DW0935  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0935
 DW0935  HORZ ORDER  -  SECOND
 DW0935
 DW0935.The horizontal coordinates were established by classical geodetic methods
 DW0935.and adjusted by the National Geodetic Survey in August 1993..
 DW0935
 DW0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0935
 DW0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0935
 DW0935.The geoid height was determined by GEOID03.
 DW0935
 DW0935;                    North         East     Units Scale Factor Converg.
 DW0935;SPC AZ W     -   262,068.508   162,227.153   MT  0.99996556   -0 18 07.8
 DW0935;SPC AZ W     -   859,804.82    532,241.32   iFT  0.99996556   -0 18 07.8
 DW0935;UTM  11      - 3,694,706.327   751,276.257   MT  1.00037852   +1 29 09.2
 DW0935
 DW0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0935!SPC AZ W     -   0.99990706  x   0.99996556  =   0.99987263
 DW0935!UTM  11      -   0.99990706  x   1.00037852  =   1.00028555
 DW0935
 DW0935|---------------------------------------------------------------------|
 DW0935| PID    Reference Object                     Distance      Geod. Az  |
 DW0935|                                                           dddmmss.s |
 DW0935| CE9365 FELIPE RM 1                           3.997 METERS 00705     |
 DW0935| CE9364 FELIPE AZ MK                                       1063951.7 |
 DW0935| CE9366 FELIPE RM 2                           4.786 METERS 28225     |
 DW0935|---------------------------------------------------------------------|
 DW0935
 DW0935                          SUPERSEDED SURVEY CONTROL
 DW0935
 DW0935  NAD 83(1986)-  33 21 44.13547(N)    114 17 57.98532(W) AD(       ) 2
 DW0935  NAD 27      -  33 21 44.01800(N)    114 17 55.18000(W) AD(       ) 2
 DW0935  NGVD 29 (07/19/86)  623.8    (m)         2047.     (f) VERT ANG       
 DW0935
 DW0935.Superseded values are not recommended for survey control.
 DW0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0935.See file dsdata.txt to determine how the superseded data were derived.
 DW0935
 DW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5127694706(NAD 83)
 DW0935_MARKER: DD = SURVEY DISK
 DW0935_SETTING: 66 = SET IN ROCK OUTCROP
 DW0935
 DW0935  HISTORY     - Date     Condition        Report By
 DW0935  HISTORY     - 1949     MONUMENTED       USGS
 DW0935  HISTORY     - 1965     GOOD             AMS
 DW0935
 DW0935                          STATION DESCRIPTION
 DW0935
 DW0935'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0935'STATION LOCATED ABOUT 25 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0935'ON THE HIGHEST POINT OF LOW RANGE OF MOUNTAINS ON SOUTH SIDE
 DW0935'OF FELIPE PASS.  STATION MARK IS A U.S. GEOLOGICAL SURVEY
 DW0935'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECT
 DW0935'3 INCHES, AND STAMPED, FELIPE RS 1933.
 DW0935'
 DW0935'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0935'PROJECTS 4 INCHES, AND STAMPED, FELIPE NO 1 1949.
 DW0935'
 DW0935'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK SET
 DW0935'IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 3 FEET LOWER
 DW0935'THAN STATION, PROJECTS 6 INCHES, AND STAMPED, FELIPE NO 2.
 DW0935'
 DW0935'THE U.S. GEOLOGICAL SURVEY REFERENCE MARK NO. 1 WAS NOT LOCATED
 DW0935'AND IS BELIEVED TO HAVE BEEN DESTROYED.
 DW0935'
 DW0935'AZIMUTH MARK IS LOCATED 11 PACES SOUTHWEST OF CENTER LINE OF
 DW0935'ROAD LEADING TO STATION, 9-1/2 PACES SOUTH OF A GENERAL LAND
 DW0935'OFFICE QUARTER SECTION CORNER MARK, 2 PACES SOUTHWEST OF A WHITE
 DW0935'WITNESS POST, PROJECTS 2 INCHES, AND STAMPED, FELIPE 1949.
 DW0935'
 DW0935'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DW0935'HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE), GO SOUTH ON
 DW0935'STATE HIGHWAY 95 FOR 22.7 MILES TO A DIRT ROAD RIGHT.  TURN
 DW0935'RIGHT, WEST, ON DIRT ROAD AND GO 0.8 MILE TO A CROSSROAD
 DW0935'AND SIGN CIBOLCONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO
 DW0935'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT
 DW0935'AHEAD FOR 1.6 MILE.  TURN LEFT, LEAVING ROAD, AND GO 0.7 MILE
 DW0935'TO END OF TRUCK TRAVEL, (KEEP TO THE NORTH OF THE LOW HILL).
 DW0935'PACK WEST TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DW0935'ABOVE.  A 45 MINUTE PACK.
 DW0935
 DW0935                          STATION RECOVERY (1965)
 DW0935
 DW0935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0935'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DW0935'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1044 ***********************************************************************
 ET1044  DESIGNATION -  FENCE
 ET1044  PID         -  ET1044
 ET1044  STATE/COUNTY-  AZ/YAVAPAI
 ET1044  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1044
 ET1044                         *CURRENT SURVEY CONTROL
 ET1044  ___________________________________________________________________
 ET1044* NAD 83(1992)-  34 00 01.38777(N)    113 14 45.68023(W)     ADJUSTED  
 ET1044* NAVD 88     -       664.2    (meters)    2179.     (feet)  VERTCON   
 ET1044  ___________________________________________________________________
 ET1044  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ET1044  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET1044
 ET1044  HORZ ORDER  -  FIRST
 ET1044
 ET1044.The horizontal coordinates were established by classical geodetic methods
 ET1044.and adjusted by the National Geodetic Survey in August 1993..
 ET1044
 ET1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1044
 ET1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1044
 ET1044.The geoid height was determined by GEOID03.
 ET1044
 ET1044;                    North         East     Units Scale Factor Converg.
 ET1044;SPC AZ C     -   333,493.337    90,556.440   MT  1.00008585   -0 44 36.5
 ET1044;SPC AZ C     - 1,094,138.24    297,101.18   iFT  1.00008585   -0 44 36.5
 ET1044;SPC AZ W     -   332,822.199   259,916.786   MT  0.99996004   +0 16 54.6
 ET1044;SPC AZ W     - 1,091,936.35    852,745.36   iFT  0.99996004   +0 16 54.6
 ET1044;UTM  12      - 3,764,472.988   292,565.586   MT  1.00013046   -1 15 23.1
 ET1044
 ET1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1044!SPC AZ C     -   0.99990045  x   1.00008585  =   0.99998629
 ET1044!SPC AZ W     -   0.99990045  x   0.99996004  =   0.99986049
 ET1044!UTM  12      -   0.99990045  x   1.00013046  =   1.00003090
 ET1044
 ET1044:                Primary Azimuth Mark                     Grid Az
 ET1044:SPC AZ C     -  CACTUS                                   271 09 03.7
 ET1044:SPC AZ W     -  CACTUS                                   270 07 32.6
 ET1044:UTM  12      -  CACTUS                                   271 39 50.3
 ET1044
 ET1044|---------------------------------------------------------------------|
 ET1044| PID    Reference Object                     Distance      Geod. Az  |
 ET1044|                                                           dddmmss.s |
 ET1044| ET1049 CACTUS                              APPROX. 4.5 KM 2702427.2 |
 ET1044|---------------------------------------------------------------------|
 ET1044
 ET1044                          SUPERSEDED SURVEY CONTROL
 ET1044
 ET1044  NAD 83(1986)-  34 00 01.38722(N)    113 14 45.68211(W) AD(       ) 1
 ET1044  NAD 27      -  34 00 01.28600(N)    113 14 42.98000(W) AD(       ) 1
 ET1044  NGVD 29 (07/19/86)  663.5    (m)         2177.     (f) VERT ANG       
 ET1044
 ET1044.Superseded values are not recommended for survey control.
 ET1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1044.See file dsdata.txt to determine how the superseded data were derived.
 ET1044
 ET1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9256664473(NAD 83)
 ET1044_MARKER: DS = TRIANGULATION STATION DISK
 ET1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1044+STABILITY: SURFACE MOTION
 ET1044
 ET1044  HISTORY     - Date     Condition        Report By
 ET1044  HISTORY     - 1924     MONUMENTED       CGS
 ET1044  HISTORY     - 1955     GOOD             CGS
 ET1044  HISTORY     - 1962     GOOD             USGS
 ET1044  HISTORY     - 1967     GOOD             AMS
 ET1044  HISTORY     - 1985     GOOD             AZDT
 ET1044
 ET1044                          STATION DESCRIPTION
 ET1044
 ET1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1044'ABOUT 4 MILES WEST AND 4 MILES NORTH OF AGUILA, ABOUT 30 YARDS
 ET1044'NORTH OF MARICOPA-YAVAPAI COUNTY LINE, 20 FEET WEST OF A FENCE
 ET1044'LINE AND ABOUT 80 PACES SOUTH OF THE CORNER OF SECS. 25, 36,
 ET1044'30 AND 31, T. 8 N., RS. 9 AND 10 W.  MARKED BY STANDARD BRONZE
 ET1044'DISKS.  THOMPSON BOUNDARY
 ET1044'MONUMENT NO. 2 IS 14.72 METERS (48.3 FEET) FROM STATION
 ET1044'N 89 DEG 20 MIN E.
 ET1044
 ET1044                          STATION RECOVERY (1955)
 ET1044
 ET1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1044'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 ET1044'DESCRIPTION FOLLOWS--
 ET1044'
 ET1044'TO REACH FROM THE CHEVRON SERVICE STATION NEAR THE CENTER OF
 ET1044'AGUILA GO NORTH ON DIRT ROAD FOR 4.0 MILES TO A ROAD LEFT,
 ET1044'TURN LEFT (WEST) AND FOLLOW MAIN TRAVELLED ROAD 4.0 MILES TO
 ET1044'THE STATION ON THE LEFT.
 ET1044'
 ET1044'THE STATION IS WEST OF THE MOST WESTERLY OF 2 FENCES AND SOUTH
 ET1044'OF THE EAST-WEST ROAD, 240 FT. SOUTH OF THE EAST-WEST FENCE
 ET1044'AND 24 FT. WEST OF THE NORTH-SOUTH FENCE.  THE MARK IS A STANDARD
 ET1044'DISK, NOT STAMPED, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ET1044'MONUMENT PROJECTING 0.2 FT.
 ET1044
 ET1044                          STATION RECOVERY (1962)
 ET1044
 ET1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1044'TO REACH FROM AGUILA POST OFFICE GO 0.35 MILES WEST TO X RDS,
 ET1044'PROCEED NORTH 4.0 MILES TO X RDS, TURN LEFT, PROCEED WEST
 ET1044'4.0 MILES TO SEC. COR. 36, 31, 1, 6.  STATION IS 310 FT SOUTH
 ET1044'OF SECTION CORNER.  182 FT N 15 W OF COUNTY MONUMENT 3.  TRUCK
 ET1044'CAN BE DRIVEN TO STATION.
 ET1044
 ET1044                          STATION RECOVERY (1967)
 ET1044
 ET1044'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 ET1044'THE MARK WAS RECOVERED IN GOOD CONDITION.
 ET1044
 ET1044                          STATION RECOVERY (1985)
 ET1044
 ET1044'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 ET1044'THE UNSTAMPED STATION MARK AND THOMPSON BOUNDARY MONUMENT NUMBER 3
 ET1044'WERE RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1044'
 ET1044'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 ET1044'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 ET1044'TRAVEL NORTH ALONG EAGLE EYE ROAD FOR 4.0 MILES A SECTION LINE ROAD.
 ET1044'TURN AND TRAVEL WEST FOR 4.0 MILES TO A CATTLE GUARD AND THE STATION
 ET1044'ON THE LEFT.  THE STATION IS 320 FEET SOUTH OF THE CENTER OF THE ROAD.
 ET1044'310 FEET SOUTHEAST OF AN EAST-WEST FENCE LINE, 98 FEET WEST OF A
 ET1044'NORTH-SOUTH FENCE LINE AND 181 FEET NORTHWEST OF A THOMPSON BOUNDARY
 ET1044'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0914 ***********************************************************************
 FR0914  DESIGNATION -  FENCE
 FR0914  PID         -  FR0914
 FR0914  STATE/COUNTY-  AZ/COCONINO
 FR0914  USGS QUAD   -  DIKE TANK (1980)
 FR0914
 FR0914                         *CURRENT SURVEY CONTROL
 FR0914  ___________________________________________________________________
 FR0914* NAD 83(1992)-  35 48 36.32855(N)    112 53 46.81167(W)     ADJUSTED  
 FR0914* NAVD 88     -      1877.     (meters)    6158.     (feet)  SCALED    
 FR0914  ___________________________________________________________________
 FR0914  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FR0914  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0914
 FR0914  HORZ ORDER  -  SECOND
 FR0914
 FR0914.The horizontal coordinates were established by classical geodetic methods
 FR0914.and adjusted by the National Geodetic Survey in June 1998..
 FR0914
 FR0914.The orthometric height was scaled from a topographic map.
 FR0914
 FR0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0914
 FR0914.The geoid height was determined by GEOID03.
 FR0914
 FR0914;                    North         East     Units Scale Factor Converg.
 FR0914;SPC AZ C     -   533,886.136   124,825.537   MT  0.99999656   -0 34 23.7
 FR0914;SPC AZ C     - 1,751,594.93    409,532.60   iFT  0.99999656   -0 34 23.7
 FR0914;UTM  12      - 3,964,544.422   328,668.910   MT  0.99996172   -1 06 35.3
 FR0914
 FR0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0914!SPC AZ C     -   0.99970924  x   0.99999656  =   0.99970581
 FR0914!UTM  12      -   0.99970924  x   0.99996172  =   0.99967098
 FR0914
 FR0914|---------------------------------------------------------------------|
 FR0914| PID    Reference Object                     Distance      Geod. Az  |
 FR0914|                                                           dddmmss.s |
 FR0914| CH2263 FENCE RM 1                           13.240 METERS 15803     |
 FR0914| CH2264 FENCE RM 2                           11.198 METERS 25134     |
 FR0914| CH2262 FENCE AZ MK                                        2661041.4 |
 FR0914|---------------------------------------------------------------------|
 FR0914
 FR0914                          SUPERSEDED SURVEY CONTROL
 FR0914
 FR0914  NAD 83(1992)-  35 48 36.32855(N)    112 53 46.81167(W) AD(       ) 2
 FR0914  NAD 83(1986)-  35 48 36.32075(N)    112 53 46.80748(W) AD(       ) 2
 FR0914  NAD 27      -  35 48 36.36000(N)    112 53 44.10700(W) AD(       ) 2
 FR0914
 FR0914.Superseded values are not recommended for survey control.
 FR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0914.See file dsdata.txt to determine how the superseded data were derived.
 FR0914
 FR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2866964544(NAD 83)
 FR0914_MARKER: DS = TRIANGULATION STATION DISK
 FR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0914
 FR0914  HISTORY     - Date     Condition        Report By
 FR0914  HISTORY     - 1936     MONUMENTED       CGS
 FR0914  HISTORY     - 1955     GOOD             CGS
 FR0914
 FR0914                          STATION DESCRIPTION
 FR0914
 FR0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0914'STATION IS LOCATED ON THE HUALPAI INDIAN RESERVATION ABOUT 30
 FR0914'MILES, AIRLINE, NORTH OF SELIGMAN.
 FR0914'
 FR0914'TO REACH FROM SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE,
 FR0914'TURN LEFT LEAVING PAVEMENT AT TEXACO SERVICE STATION.  SIGN
 FR0914'READS HAVASUPI INDIAN RESERVATION 73 MILES.  GO 0.2 MILE, PASS
 FR0914'THROUGH GATE AND GO 3.1 MILES TO CATTLE GUARD AND GATE.  CONTINUE
 FR0914'0.4 MILE TO Y, TAKE LEFT FORK, CONTINUE 0.4 MILE TO Y, TAKE RIGHT
 FR0914'FORK, CONTINUE 5.0 MILES, CROSS CATTLE GUARD AND GO 2.4 MILES TO
 FR0914'Y, TAKE LEFT FORK AND CONTINUE 0.5 MILE TO CATTLE GUARD,
 FR0914'CONTINUE 5.7 MILES TO ANOTHER CATTLE GUARD, AND CONTINUE 0.8
 FR0914'MILE TO Y, TAKE LEFT FORK AND GO 1.4 MILES TO Y, TAKE LEFT FORK
 FR0914'AND GO 1.5 MILES TO Y, TAKE LEFT FORK AND GO 7.2 MILES TO
 FR0914'OPENING IN FENCE, CONTINUE 1.7 MILES TO STEEL GATE, CONTINUE
 FR0914'1.5 MILES TO WOODEN GATE, CONTINUE 0.2 MILE TO ROSE WELL
 FR0914'RANCH HOUSE (GOOD WATER HERE).  GO THROUGH GATE IN FRONT
 FR0914'OF RANCH HOUSE AND GO NORTH 0.2 MILE TO Y IN FLATS, TAKE LEFT
 FR0914'FORK AND GO 3.1 MILES TO Y, TAKE RIGHT FORK AND GO 1.6
 FR0914'MILES TO GATE IN RESERVATION FENCE.  PASS THROUGH GATE
 FR0914'AND FOLLOW ROAD 0.4 MILE.  AT THIS POINT THE AZIMUTH MARK IS ON
 FR0914'THE LEFT ABOUT 100 FEET FROM THE ROAD.  CONTINUE 0.8 MILE
 FR0914'AND TURN RIGHT LEAVING ROAD DRIVE ACROSS THE TOP OF A SMALL
 FR0914'CATCH RESERVOIR, CONTINUE UP A SMALL DRAW 0.5 MILE TO TOP OF
 FR0914'RIDGE.  TURN RIGHT AT TOP AND FOLLOW RIDGE 1.0 MILE TO STATION.
 FR0914'A 10-FOOT WOODEN STAND WAS LEFT INTACT.  THE STATION,
 FR0914'AZIMUTH MARK AND REFERENCE MARK NO. 2 ARE STANDARD DISKS SET
 FR0914'IN CONCRETE POSTS.  REFERENCE MARK
 FR0914'NO. 1 IS A STANDARD DISK SET.
 FR0914'UNDERGROUND MARK SET AS DESCRIBED.  TRUCK CAN BE
 FR0914'DRIVEN TO STATION.  THE RIDGE IS COVERED WITH JUNIPER
 FR0914'TREES.  THE AZIMUTH MARK IS ABOUT 1/2 MILE WEST OF THE STATION.
 FR0914
 FR0914                          STATION RECOVERY (1955)
 FR0914
 FR0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0914'THE STATION MARK, TWO REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 FR0914'RECOVERED AS DESCRIBED.  DIRECTIONS FOR REACHING THE STATION ARE
 FR0914'OBSOLETE.  NEW DIRECTIONS FOLLOW--
 FR0914'
 FR0914'TO REACH FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR 11.4 MI.
 FR0914'TO A GRADED ROAD LEADING N.  TURN RIGHT (N) ON THIS ROAD
 FR0914'PASSING THROUGH A CATTLE GUARD AND CONTINUE FOR 2.7 MI. TO A
 FR0914'GATE (HOUSE ON THE LEFT).  CONTINUE THROUGH THE GATE FOR 3.5 MI.
 FR0914'TO A CATTLE GUARD, CONTINUE FOR 20.9 MI. PAST SEVERAL STEEL
 FR0914'WATER TANKS TO ROSEWELL RANCH.  PASS THROUGH TWO GATES AND
 FR0914'CONTINUE N FOR 0.2 MI. TO A DIM REVERSE Y-FORK.  TURN SHARP
 FR0914'LEFT ON A DIM TRACK ROAD AND GO S FOR 0.25 MI. TO A WIRE GATE.
 FR0914'PASS THROUGH THE GATE AND TURN RIGHT FOLLOWING THE FENCE LINE
 FR0914'AND DIM TRACKS NW FOR 1.15 MI.  TURN LEFT ON A TRACK ROAD
 FR0914'LEADING UP A WASH FOR 1.2 MI.  AT THIS POINT THE ROAD EMERGES
 FR0914'ONTO A PRAIRIE.  FOLLOW THE TRACK ROAD PARALLELING THE BASE OF
 FR0914'SOME LOW HILLS ON THE RIGHT FOR 0.4 MI.  TAKE THE RIGHT FORK
 FR0914'AND CONTINUE TO PARALLEL THE BASE OF THE LOW HILLS FOR
 FR0914'1.65 MI. TO A GATE IN THE RESERVATION FENCE.  PASS THROUGH THE
 FR0914'GATE AND CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD TOWARD A
 FR0914'WINDMILL FOR 0.35 MI.  AT THIS POINT THE AZIMUTH MARK IS ABOUT
 FR0914'100 FT. LEFT OF THE TRACK ROAD AND THE WINDMILL IS ABOUT 100 FT.
 FR0914'TO THE RIGHT.  THE STATION IS VISIBLE ON TOP OF THE RIDGE
 FR0914'TO THE RIGHT, NEARLY IN LINE WITH THE WINDMILL AND THE AZIMUTH
 FR0914'MARK.  CONTINUE AHEAD FOR 0.45 MI., BEAR RIGHT AT A REVERSE
 FR0914'WYE AND CONTINUE FOR 0.45 MI. TO A GATE ON THE RIGHT.
 FR0914'TURN RIGHT THROUGH THE GATE AND PASS TO THE LEFT OF A DIRT
 FR0914'TANK FOR 0.2 MI. TO ANOTHER GATE.  BEAR SLIGHTLY RIGHT AND
 FR0914'FOLLOW THE TRACKS UP A DRAW FOR 0.45 MI. TO THE TOP OF THE
 FR0914'RIDGE.  TURN RIGHT AND FOLLOW THE TOP OF THE RIDGE FOR 1.0
 FR0914'MI. TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2036 ***********************************************************************
 DV2036  DESIGNATION -  FENNE
 DV2036  PID         -  DV2036
 DV2036  STATE/COUNTY-  AZ/MARICOPA
 DV2036  USGS QUAD   -  WADDELL (1975)
 DV2036
 DV2036                         *CURRENT SURVEY CONTROL
 DV2036  ___________________________________________________________________
 DV2036* NAD 83(1992)-  33 34 34.42300(N)    112 29 31.61853(W)     ADJUSTED  
 DV2036* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 DV2036  ___________________________________________________________________
 DV2036  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DV2036  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV2036
 DV2036  HORZ ORDER  -  SECOND
 DV2036
 DV2036.The horizontal coordinates were established by classical geodetic methods
 DV2036.and adjusted by the National Geodetic Survey in August 1993..
 DV2036
 DV2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2036
 DV2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2036
 DV2036.The geoid height was determined by GEOID03.
 DV2036
 DV2036;                    North         East     Units Scale Factor Converg.
 DV2036;SPC AZ C     -   285,802.800   159,939.666   MT  0.99993517   -0 19 05.7
 DV2036;SPC AZ C     -   937,673.23    524,736.44   iFT  0.99993517   -0 19 05.7
 DV2036;UTM  12      - 3,716,168.039   361,519.695   MT  0.99983642   -0 49 31.2
 DV2036
 DV2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2036!SPC AZ C     -   0.99993431  x   0.99993517  =   0.99986948
 DV2036!UTM  12      -   0.99993431  x   0.99983642  =   0.99977074
 DV2036
 DV2036|---------------------------------------------------------------------|
 DV2036| PID    Reference Object                     Distance      Geod. Az  |
 DV2036|                                                           dddmmss.s |
 DV2036| CH5153 FENNE RM 1                            5.635 METERS 18804     |
 DV2036| CH5154 FENNE RM 2                            9.835 METERS 27357     |
 DV2036| CH5152 FENNE AZ MK                                        3372620.2 |
 DV2036|---------------------------------------------------------------------|
 DV2036
 DV2036                          SUPERSEDED SURVEY CONTROL
 DV2036
 DV2036  NAD 83(1986)-  33 34 34.41723(N)    112 29 31.62599(W) AD(       ) 2
 DV2036  NAD 27      -  33 34 34.27300(N)    112 29 29.03200(W) AD(       ) 2
 DV2036  NGVD 29 (07/19/86)  448.0    (m)         1470.     (f) VERT ANG       
 DV2036
 DV2036.Superseded values are not recommended for survey control.
 DV2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2036.See file dsdata.txt to determine how the superseded data were derived.
 DV2036
 DV2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6152016168(NAD 83)
 DV2036_MARKER: DS = TRIANGULATION STATION DISK
 DV2036_SETTING: 66 = SET IN ROCK OUTCROP
 DV2036_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2036+STABILITY: POSITION/ELEVATION WELL
 DV2036
 DV2036  HISTORY     - Date     Condition        Report By
 DV2036  HISTORY     - 1947     MONUMENTED       CGS
 DV2036  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 DV2036  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV2036  HISTORY     - 1986     MARK NOT FOUND   AZDT
 DV2036
 DV2036                          STATION DESCRIPTION
 DV2036
 DV2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2036'LOCATED ABOUT 8 MILES NORTHWEST OF LITCHFIELD PARK ON THE HIGHEST
 DV2036'POINT OF A LOW DETACHED KNOLL OF THE WHITETANK MOUNTAINS.  IT
 DV2036'IS 16.5 FEET EAST-SOUTHEAST OF A LARGE BARREL CACTUS.  IT IS
 DV2036'STAMPED FENNE 1947 AND IT IS FLUSH WITH THE GROUND.
 DV2036'
 DV2036'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF A PALOVERDE
 DV2036'TREE.  IT IS STAMPED FENNE NO 1 1947 AND PROJECTS 14 INCHES.
 DV2036'IT HAS THE SAME ELEVATION AS THE STATION.
 DV2036'
 DV2036'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF A LARGE BARREL
 DV2036'CACTUS AND 2 FEET LOWER THAN THE STATION.  IT IS STAMPED FENNE
 DV2036'NO 2 1947 AND IT IS FLUSH WITH THE GROUND.
 DV2036'
 DV2036'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER LINE OF A BLADED
 DV2036'ROAD AND 4 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED FENNE
 DV2036'1947 AND PROJECTS 4 INCHES.
 DV2036'
 DV2036'TO REACH THE STATION FROM THE INTERSECTION OF THE TWO MAIN
 DV2036'ROADS INTO LITCHFIELD PARK GO WEST ON A GRAVEL ROAD FOR 7 MILES
 DV2036'TO A FORK AND MAINTAINANCE BUILDINGS TO THE RIGHT.  TAKE RIGHT
 DV2036'FORK 1.3 MILES, PASSING ON THE LEFT OF THE BUILDING, TO AN
 DV2036'EMBANKMENT.  TURN RIGHT ON THE EMBANKMENT FOR 2.5 MILES TO A
 DV2036'FORK.  AT THE FORK TURN RIGHT ON A DIM BLADED ROAD 1.2 MILES TO A
 DV2036'POWER LINE.  TURN RIGHT ALONG THE POWER LINE 0.9 MILE TO
 DV2036'WHERE ONE BRANCH OF THE POWER LINE GOES NORTH.  TURN LEFT 1.8
 DV2036'MILES TO WHERE THE ROAD PASSES BETWEEN THE MOUNTAINS AND A
 DV2036'DETACHED KNOLL AND THE END OF TRUCK TRAVEL.  FROM HERE
 DV2036'PACK EAST ABOUT 300 YARDS TO THE STATION.
 DV2036'
 DV2036'TO REACH THE AZIMUTH MARK CONTINUE THE BLADED ROAD NORTH
 DV2036'0.4 MILE AND THE MARK ON THE LEFT.
 DV2036
 DV2036                          STATION RECOVERY (1976)
 DV2036
 DV2036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2036'RECOVERED BY AERIAL MAPPING CO.
 DV2036'
 DV2036'R.M. 1 - DISTURBED
 DV2036'
 DV2036'R.M. 2 (STA MARK) - DESTROYED (HILL DOZED AND HOUSE BUILT ON
 DV2036'TOP)
 DV2036
 DV2036                          STATION RECOVERY (1980)
 DV2036
 DV2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 DV2036'THE STATION MARK AND REFERENCE MARK NO 2 WERE NOT
 DV2036'RECOVERED.  REFERENCE MARK NO 1 WAS RECOVERED IN FAIR CONDITION.  A
 DV2036'LARGE BUILDING HAS BEEN BUILT DIRECTLY OVER THE STATION MARK AND
 DV2036'REFERENCE MARK NO 2.  ADDITIONAL NOTES FOLLOW.
 DV2036'
 DV2036'THIS STATION, FENNE 1947, WAS OCCUPIED ECCENTRICALLY FOR ASTRO
 DV2036'PURPOSES ONLY.  FROM THE ECC OCCUPATION A TIE WAS MADE TO REFERENCE
 DV2036'MARK NUMBER 1, WHICH BEARS 10 DEGREES 50 MINUTES (FROM NORTH) A
 DV2036'DISTANCE OF 10.58 METERS (34.6 FT) AND AN APPROXIMATE TIE WAS
 DV2036'DETERMINED TO THE TRUE STATION WHICH BEARS APPROXIMATELY 04 DEGREES
 DV2036'40 MINUTES (FROM NORTH) AN APPROXIMATE DISTANCE OF 15.5 METERS
 DV2036'(50.8 FT).
 DV2036'
 DV2036'TO REACH THE STATION FROM THE ENTRANCE TO LUKE AIR FORCE BASE, WHICH
 DV2036'IS ABOUT 4.8 KM (3 MILES) NORTH OF LITCHFIELD PARK, GO NORTH ON
 DV2036'LITCHFIELD ROAD 2.9 KM (1.8 MILES) TO A CROSSROAD.  TURN LEFT AND GO
 DV2036'WEST ON OLIVE AVENUE 10.3 KM (6.4 MILES) TO A CANAL.  TURN RIGHT
 DV2036'AFTER CROSSING CANAL AND GO NORTH ALONG THE WEST SIDE OF THE CANAL
 DV2036'THEN WEST ON A BLADED ROAD 1.9 KM (1.2 MILES) TO A FORK.  TURN RIGHT
 DV2036'AND GO 0.5KM KM (0.3 MILE) TO A FORK.  TURN LEFT AND GO SOUTH 0.5KM
 DV2036'KM (0.3 MILE) TO A FORK.  TURN RIGHT AND GO WEST 0.08 KM (0.05 MILE)
 DV2036'TO A FORK.  TURN LEFT AND GO NORTHWEST AND WEST ON BLADED ROAD 0.5 KM
 DV2036'(0.3 MILE) TO BUILDINGS AT SUMMIT OF LOW, ROCKY KNOLL AND THE STATION
 DV2036'SITE.
 DV2036'
 DV2036'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 DV2036'NOS) DISK STAMPED ---FENNE NO 1 1947---SET INTO ROCK OUTCROP
 DV2036'CEMENTED IN A DRILL HOLE IN A (3 X 5) FOOT ROCK OUTCROP WHICH
 DV2036'PROJECTS 0.6 METERS (2 FT). LOCATED 18.5 FEET W FROM FROM THE
 DV2036'SOUTHEAST CORNER OF THE BUILDING, AND AND 1.5 FEET S FROM FROM THE
 DV2036'SOUTH SIDE OF THE BUILDING.
 DV2036
 DV2036                          STATION RECOVERY (1986)
 DV2036
 DV2036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2036'THE MARKS WERE SEARCHED FOR AND NOT RECOVERED.  A HOUSE IS BUILT AT
 DV2036'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0626 ***********************************************************************
 FQ0626  DESIGNATION -  FERN
 FQ0626  PID         -  FQ0626
 FQ0626  STATE/COUNTY-  AZ/COCONINO
 FQ0626  USGS QUAD   -  HUMPHREYS PEAK (1983)
 FQ0626
 FQ0626                         *CURRENT SURVEY CONTROL
 FQ0626  ___________________________________________________________________
 FQ0626* NAD 83(1992)-  35 20 56.92939(N)    111 44 20.35117(W)     ADJUSTED  
 FQ0626* NAVD 88     -      2676.0    (meters)    8780.     (feet)  VERTCON   
 FQ0626  ___________________________________________________________________
 FQ0626  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 FQ0626  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 FQ0626
 FQ0626  HORZ ORDER  -  SECOND
 FQ0626
 FQ0626.The horizontal coordinates were established by classical geodetic methods
 FQ0626.and adjusted by the National Geodetic Survey in August 1993..
 FQ0626
 FQ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0626
 FQ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0626
 FQ0626.The geoid height was determined by GEOID03.
 FQ0626
 FQ0626;                    North         East     Units Scale Factor Converg.
 FQ0626;SPC AZ C     -   482,320.522   229,509.297   MT  0.99990321   +0 06 10.1
 FQ0626;SPC AZ C     - 1,582,416.41    752,983.26   iFT  0.99990321   +0 06 10.1
 FQ0626;UTM  12      - 3,912,013.798   432,853.335   MT  0.99965556   -0 25 39.2
 FQ0626
 FQ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0626!SPC AZ C     -   0.99958370  x   0.99990321  =   0.99948695
 FQ0626!UTM  12      -   0.99958370  x   0.99965556  =   0.99923941
 FQ0626
 FQ0626:                Primary Azimuth Mark                     Grid Az
 FQ0626:SPC AZ C     -  VIEW                                     001 31 27.7
 FQ0626:UTM  12      -  VIEW                                     002 03 17.0
 FQ0626
 FQ0626|---------------------------------------------------------------------|
 FQ0626| PID    Reference Object                     Distance      Geod. Az  |
 FQ0626|                                                           dddmmss.s |
 FQ0626| FQ0628 VIEW                                APPROX. 9.6 KM 0013737.8 |
 FQ0626| CH2265 FERN RM 1                            12.509 METERS 14544     |
 FQ0626| CH2266 FERN RM 2                            16.742 METERS 27746     |
 FQ0626|---------------------------------------------------------------------|
 FQ0626
 FQ0626                          SUPERSEDED SURVEY CONTROL
 FQ0626
 FQ0626  NAD 83(1986)-  35 20 56.92659(N)    111 44 20.34620(W) AD(       ) 2
 FQ0626  NAD 27      -  35 20 56.91540(N)    111 44 17.77311(W) AD(       ) 2
 FQ0626  NGVD 29 (07/19/86) 2674.8    (m)         8776.     (f) VERT ANG       
 FQ0626
 FQ0626.Superseded values are not recommended for survey control.
 FQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0626.See file dsdata.txt to determine how the superseded data were derived.
 FQ0626
 FQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3285312014(NAD 83)
 FQ0626_MARKER: DD = SURVEY DISK
 FQ0626_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0626
 FQ0626  HISTORY     - Date     Condition        Report By
 FQ0626  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0626
 FQ0626                          STATION DESCRIPTION
 FQ0626
 FQ0626'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0626'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 FQ0626'FLAGSTAFF ON A BALD KNOB THAT SLOPES TO THE SOUTH CALLED FERN
 FQ0626'MOUNTAIN.
 FQ0626'
 FQ0626'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED FERN 1976 AND
 FQ0626'IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP AND MARKED BY A
 FQ0626'WITNESS POST AND SIGN 2.5 FEET EAST NORTHEAST.
 FQ0626'
 FQ0626'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED FERN RM 1
 FQ0626'1976 AND IS EPOXIED TO A ROCK OUTCROP.
 FQ0626'
 FQ0626'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED FERN RM 2
 FQ0626'AND IS EPOXIED TO A ROCK OUTCROP.
 FQ0626'
 FQ0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND 180 IN
 FQ0626'FLAGSTAFF, TRAVEL NORTH ON U.S. 80 THROUGH FORT VALLEY TO MILE
 FQ0626'POST 225.85 AND TURN RIGHT ON A WELL TRAVELED ROAD THAT LEADS TO
 FQ0626'HART PRAIRIE (FOREST SERVICE RD. 151), CONTINUE ON ROAD FOR 5.1
 FQ0626'MILES TO FERN MT., A BALD KNOB THAT SLOPES TO THE SOUTH, CONTINUE
 FQ0626'TO THE SOUTHWEST SIDE AND A TRAIL LEFT, 151-B, TURN RIGHT UP
 FQ0626'SLOPE TO A FENCE AND THE END OF TRUCK TRAVEL.  ABOUT A 15
 FQ0626'MINUTE PACK TO STATION.
 FQ0626'
 FQ0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8822 ***********************************************************************
 AI8822  DESIGNATION -  FERN ECC REF DIMPLE
 AI8822  PID         -  AI8822
 AI8822  STATE/COUNTY-  AZ/COCONINO
 AI8822  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8822
 AI8822                         *CURRENT SURVEY CONTROL
 AI8822  ___________________________________________________________________
 AI8822* NAD 83(CORS)-  35 20 30.72318(N)    112 27 17.00708(W)     ADJUSTED  
 AI8822* NAVD 88     -      1793.2    (meters)    5883.     (feet)  GPS OBS   
 AI8822  ___________________________________________________________________
 AI8822  EPOCH DATE  -        2002.00
 AI8822  X           -  -1,989,985.005 (meters)                     COMP
 AI8822  Y           -  -4,815,007.084 (meters)                     COMP
 AI8822  Z           -   3,669,893.789 (meters)                     COMP
 AI8822  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 AI8822  ELLIP HEIGHT-        1768.72  (meters)          (04/??/06) GPS OBS
 AI8822  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8822
 AI8822  HORZ ORDER  -  A
 AI8822  ELLP ORDER  -  FOURTH    CLASS I
 AI8822
 AI8822.ITRF positions are available for this station.
 AI8822.The horizontal coordinates were established by GPS observations
 AI8822.and adjusted by the National Geodetic Survey in April 2006..
 AI8822.The horizontal coordinates are valid at the epoch date displayed above.
 AI8822.The epoch date for horizontal control is a decimal equivalence
 AI8822.of Year/Month/Day.
 AI8822
 AI8822.The orthometric height was determined by GPS observations and a
 AI8822.high-resolution geoid model.
 AI8822
 AI8822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8822
 AI8822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8822
 AI8822.The ellipsoidal height was determined by GPS observations
 AI8822.and is referenced to NAD 83.
 AI8822
 AI8822.The geoid height was determined by GEOID03.
 AI8822
 AI8822;                    North         East     Units Scale Factor Converg.
 AI8822;SPC AZ C     -   481,631.320   164,451.529   MT  0.99992947   -0 18 40.5
 AI8822;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8822;UTM  12      - 3,911,926.839   367,803.744   MT  0.99981537   -0 50 29.8
 AI8822
 AI8822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8822!SPC AZ C     -   0.99972246  x   0.99992947  =   0.99965195
 AI8822!UTM  12      -   0.99972246  x   0.99981537  =   0.99953788
 AI8822
 AI8822                          SUPERSEDED SURVEY CONTROL
 AI8822
 AI8822  NAD 83(CORS)-  35 20 30.72266(N)    112 27 17.00719(W) AD(2002.00) A
 AI8822  ELLIP H (03/??/02) 1768.73   (m)                       GP(2002.00) 4 1
 AI8822  NAD 83(CORS)-  35 20 30.72307(N)    112 27 17.00721(W) AD(1997.00) A
 AI8822  ELLIP H (12/??/00) 1768.74   (m)                       GP(1997.00) 4 1
 AI8822
 AI8822.Superseded values are not recommended for survey control.
 AI8822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8822.See file dsdata.txt to determine how the superseded data were derived.
 AI8822
 AI8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8822_STAMPING: NONE
 AI8822'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'FERN'
 AI8822'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8822'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8822'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8822'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8822'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8822'
 AI8822' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8820 ***********************************************************************
 AI8820  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8820  DESIGNATION -  FERNO MESA CORS ARP
 AI8820  CORS_ID     -  FERN
 AI8820  PID         -  AI8820
 AI8820  STATE/COUNTY-  AZ/COCONINO
 AI8820  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8820
 AI8820                         *CURRENT SURVEY CONTROL
 AI8820  ___________________________________________________________________
 AI8820* NAD 83(CORS)-  35 20 30.72318(N)    112 27 17.00708(W)     ADJUSTED  
 AI8820* NAVD 88     -                                                        
 AI8820  ___________________________________________________________________
 AI8820  EPOCH DATE  -        2002.00
 AI8820  X           -  -1,989,985.046 (meters)                     COMP
 AI8820  Y           -  -4,815,007.182 (meters)                     COMP
 AI8820  Z           -   3,669,893.864 (meters)                     COMP
 AI8820  ELLIP HEIGHT-        1768.85  (meters)          (04/??/06) GPS OBS
 AI8820  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8820
 AI8820  HORZ ORDER  -  SPECIAL (CORS)
 AI8820  ELLP ORDER  -  SPECIAL (CORS)
 AI8820
 AI8820.ITRF positions are available for this station.
 AI8820.The coordinates were established by GPS observations
 AI8820.and adjusted by the National Geodetic Survey in April 2006..
 AI8820.The coordinates are valid at the epoch date displayed above.
 AI8820.The epoch date for horizontal control is a decimal equivalence
 AI8820.of Year/Month/Day.
 AI8820
 AI8820
 AI8820.The PID for the CORS L1 Phase Center is AI8821.
 AI8820
 AI8820.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8820
 AI8820.The ellipsoidal height was determined by GPS observations
 AI8820.and is referenced to NAD 83.
 AI8820
 AI8820.The geoid height was determined by GEOID03.
 AI8820
 AI8820;                    North         East     Units Scale Factor Converg.
 AI8820;SPC AZ C     -   481,631.320   164,451.529   MT  0.99992947   -0 18 40.5
 AI8820;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8820
 AI8820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8820!SPC AZ C     -   0.99972244  x   0.99992947  =   0.99965193
 AI8820
 AI8820                          SUPERSEDED SURVEY CONTROL
 AI8820
 AI8820  NAD 83(CORS)-  35 20 30.72266(N)    112 27 17.00719(W) AD(2002.00) c
 AI8820  NAD 83(CORS)-  35 20 30.72307(N)    112 27 17.00721(W) AD(1997.00) c
 AI8820  ELLIP H (12/??/00) 1768.86   (m)                       GP(1997.00) c c
 AI8820
 AI8820.Superseded values are not recommended for survey control.
 AI8820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8820.See file dsdata.txt to determine how the superseded data were derived.
 AI8820
 AI8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8820_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8820
 AI8820                          STATION DESCRIPTION
 AI8820
 AI8820'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI8820'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8820'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8820'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8820'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8820'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8821 ***********************************************************************
 AI8821  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8821  DESIGNATION -  FERNO MESA CORS L1 PHASE CENTER
 AI8821  CORS_ID     -  FERN
 AI8821  PID         -  AI8821
 AI8821  STATE/COUNTY-  AZ/COCONINO
 AI8821  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8821
 AI8821                         *CURRENT SURVEY CONTROL
 AI8821  ___________________________________________________________________
 AI8821* NAD 83(CORS)-  35 20 30.72322(N)    112 27 17.00706(W)     ADJUSTED  
 AI8821* NAVD 88     -                                                        
 AI8821  ___________________________________________________________________
 AI8821  EPOCH DATE  -        2002.00
 AI8821  X           -  -1,989,985.079 (meters)                     COMP
 AI8821  Y           -  -4,815,007.265 (meters)                     COMP
 AI8821  Z           -   3,669,893.928 (meters)                     COMP
 AI8821  ELLIP HEIGHT-        1768.96  (meters)          (04/??/06) GPS OBS
 AI8821  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8821
 AI8821  HORZ ORDER  -  SPECIAL (CORS)
 AI8821  ELLP ORDER  -  SPECIAL (CORS)
 AI8821
 AI8821.ITRF positions are available for this station.
 AI8821.The coordinates were established by GPS observations
 AI8821.and adjusted by the National Geodetic Survey in April 2006..
 AI8821.The coordinates are valid at the epoch date displayed above.
 AI8821.The epoch date for horizontal control is a decimal equivalence
 AI8821.of Year/Month/Day.
 AI8821
 AI8821
 AI8821.The PID for the CORS ARP is AI8820.
 AI8821
 AI8821.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8821
 AI8821.The ellipsoidal height was determined by GPS observations
 AI8821.and is referenced to NAD 83.
 AI8821
 AI8821.The geoid height was determined by GEOID03.
 AI8821
 AI8821;                    North         East     Units Scale Factor Converg.
 AI8821;SPC AZ C     -   481,631.321   164,451.530   MT  0.99992947   -0 18 40.5
 AI8821;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8821
 AI8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8821!SPC AZ C     -   0.99972242  x   0.99992947  =   0.99965191
 AI8821
 AI8821                          SUPERSEDED SURVEY CONTROL
 AI8821
 AI8821  NAD 83(CORS)-  35 20 30.72270(N)    112 27 17.00717(W) AD(2002.00) c
 AI8821  NAD 83(CORS)-  35 20 30.72311(N)    112 27 17.00719(W) AD(1997.00) c
 AI8821  ELLIP H (12/??/00) 1768.97   (m)                       GP(1997.00) c c
 AI8821
 AI8821.Superseded values are not recommended for survey control.
 AI8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8821.See file dsdata.txt to determine how the superseded data were derived.
 AI8821
 AI8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8821_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8821
 AI8821                          STATION DESCRIPTION
 AI8821
 AI8821'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8821'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8821'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8821'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8821'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8821'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1041 ***********************************************************************
 ET1041  DESIGNATION -  FERRA
 ET1041  PID         -  ET1041
 ET1041  STATE/COUNTY-  AZ/YAVAPAI
 ET1041  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1041
 ET1041                         *CURRENT SURVEY CONTROL
 ET1041  ___________________________________________________________________
 ET1041* NAD 83(1992)-  34 02 36.74146(N)    113 09 13.65072(W)     ADJUSTED  
 ET1041* NAVD 88     -      1035.8    (meters)    3398.     (feet)  VERTCON   
 ET1041  ___________________________________________________________________
 ET1041  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET1041  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ET1041
 ET1041  HORZ ORDER  -  FIRST
 ET1041
 ET1041.The horizontal coordinates were established by classical geodetic methods
 ET1041.and adjusted by the National Geodetic Survey in August 1993..
 ET1041
 ET1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1041
 ET1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1041
 ET1041.The geoid height was determined by GEOID03.
 ET1041
 ET1041;                    North         East     Units Scale Factor Converg.
 ET1041;SPC AZ C     -   338,173.287    99,134.881   MT  1.00006079   -0 41 33.5
 ET1041;SPC AZ C     - 1,109,492.41    325,245.67   iFT  1.00006079   -0 41 33.5
 ET1041;UTM  12      - 3,769,076.073   301,185.909   MT  1.00008728   -1 12 22.1
 ET1041
 ET1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1041!SPC AZ C     -   0.99984210  x   1.00006079  =   0.99990288
 ET1041!UTM  12      -   0.99984210  x   1.00008728  =   0.99992936
 ET1041
 ET1041:                Primary Azimuth Mark                     Grid Az
 ET1041:SPC AZ C     -  T14N R9 8W SECS 31 36 SC                 026 04 56.0
 ET1041:UTM  12      -  T14N R9 8W SECS 31 36 SC                 026 35 44.6
 ET1041
 ET1041|---------------------------------------------------------------------|
 ET1041| PID    Reference Object                     Distance      Geod. Az  |
 ET1041|                                                           dddmmss.s |
 ET1041| CH2267 T14N R9 8W SECS 31 36 SC                           0252322.5 |
 ET1041| CH2268 FERRA RM 1                           53.367 METERS 04211     |
 ET1041| DV1884 AGUILA RAILROAD WATER TANK          APPROX.11.3 KM 1893938.7 |
 ET1041| CH2269 FERRA RM 2                           21.508 METERS 27156     |
 ET1041|---------------------------------------------------------------------|
 ET1041
 ET1041                          SUPERSEDED SURVEY CONTROL
 ET1041
 ET1041  NAD 83(1986)-  34 02 36.74096(N)    113 09 13.65471(W) AD(       ) 1
 ET1041  NAD 27      -  34 02 36.64200(N)    113 09 10.96100(W) AD(       ) 1
 ET1041  NGVD 29 (07/19/86) 1035.1    (m)         3396.     (f) VERT ANG       
 ET1041
 ET1041.Superseded values are not recommended for survey control.
 ET1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1041.See file dsdata.txt to determine how the superseded data were derived.
 ET1041
 ET1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0118669076(NAD 83)
 ET1041_MARKER: DS = TRIANGULATION STATION DISK
 ET1041_SETTING: 66 = SET IN ROCK OUTCROP
 ET1041
 ET1041  HISTORY     - Date     Condition        Report By
 ET1041  HISTORY     - 1944     MONUMENTED       CGS
 ET1041  HISTORY     - 1955     GOOD             CGS
 ET1041  HISTORY     - 1972     GOOD             AZHD
 ET1041
 ET1041                          STATION DESCRIPTION
 ET1041
 ET1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1041'STATION IS LOCATED ABOUT 7 MILES N OF AGUILA, ON A DISTINCT
 ET1041'LIGHT-COLORED KNOB ON THE W END OF THE FIRST RANGE LYING
 ET1041'DIRECTLY N OF AGUILA.  KNOB IS EASILY SEEN FROM THE TOWN.
 ET1041'STATION IS ON THE HIGHEST POINT.
 ET1041'
 ET1041'STATION MARK IS A BRONZE STATION DISK SET IN AN OUTCROP OF
 ET1041'RED BEDROCK AND IS STAMPED FERRA 1944.  IT IS ABOUT 15 FEET N
 ET1041'OF THE SHARP CLIFF TO THE S.
 ET1041'
 ET1041'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1041'AND IS STAMPED FERRA NO 1 1944.  IT IS ON THE N SIDE OF ROCKY
 ET1041'OUTCROP RUNNING E AND W AND IS ABOUT 8 FEET LOWER IN ELEVATION
 ET1041'THAN THE STATION MARK.
 ET1041'
 ET1041'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK AND IS
 ET1041'STAMPED FERRA NO 2 1944.  IT IS TOWARD THE S SIDE OF THE SMALL
 ET1041'PEAK THAT IS JUST ACROSS THE SMALL SADDLE W OF THE STATION AND
 ET1041'IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 ET1041'
 ET1041'AZIMUTH MARK IS A G.L.O. IRON PIPE PROJECTING ABOUT 9 INCHES
 ET1041'ABOVE THE GROUND AND IS MARKED T 14 N R8W R9W S31 S36 1914.
 ET1041'IT IS ABOUT 3 FEET SE OF A WITNESS POST AND 1-1/2 FEET S OF
 ET1041'FENCE.
 ET1041'
 ET1041'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ACROSS
 ET1041'RAILROAD TRACKS ON STATE HIGHWAY 71 AND CONTINUE TOWARD CONGRESS
 ET1041'JUNCTION FOR 8.8 MILES TO A GATE ON THE LEFT AND A SIGN
 ET1041'FOREPAUGH CATTLE CO., TURN LEFT THROUGH THE GATE AND GO N FOR 0.8
 ET1041'MILE TO A FORKS, TAKE THE LEFT FORK FOR 1/4 MILE TO ANOTHER
 ET1041'FORK, AGAIN TAKE THE LEFT FORK AND CONTINUE FOR 3.1 MILES TO A
 ET1041'TANK AND COW CAMP.  HERE TAKE A DIM TRACK S FOR 0.3 MILE
 ET1041'TO STATION G.L.O. A (T. 8-9 N., R. 8 W., SECS. 5-6, 31-32).
 ET1041'*FOLLOW THE LEFT DIM TRACK ROAD S FOR 2.4 MILES TO THE END OF
 ET1041'TRUCK TRAVEL ON THE E SIDE OF WASH.  FROM HERE FOLLOW A MINE
 ET1041'TRAIL SW TO SADDLE, THEN RIGHT UP ROCKY RIDGE TO THE
 ET1041'STATION.
 ET1041'
 ET1041'*TO REACH AZIMUTH MARK FROM HERE, TAKE A DIM TRACK ROAD WSW,
 ET1041'ON LEFT SIDE OF FENCE, FOR 0.8 MILE TO G.L.O. PIPE WHICH IS
 ET1041'THE AZIMUTH MARK.
 ET1041
 ET1041                          STATION RECOVERY (1955)
 ET1041
 ET1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1041'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REVISED DIRECTIONS
 ET1041'FOR REACHING THE END OF TRUCK TRAVEL FOLLOW--
 ET1041'
 ET1041'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 70
 ET1041'AND STATE HIGHWAY 71 E OF AGUILA, GO NE ON STATE HIGHWAY 71
 ET1041'FOR 8.3 MI. TO A TRACK ROAD CROSSING THE HIGHWAY.  TURN LEFT
 ET1041'ON THE TRACK ROAD AND GO 0.8 MI. TO A FORK, TAKE THE LEFT FORK
 ET1041'AND GO 0.25 MI. TO A FORK, TAKE THE LEFT FORK AND GO 3.1 MI. TO A
 ET1041'TANK AND CAMP, TURN LEFT ON DIM TRACKS AND GO 2.7 MI. TO THE
 ET1041'END OF TRUCK TRAVEL.  THE ORIGINAL DESCRIPTION IS GOOD FROM
 ET1041'HERE ON.
 ET1041
 ET1041                          STATION RECOVERY (1972)
 ET1041
 ET1041'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1041'GENERAL LOCATION IS ABOUT 7 MILES N. OF AGUILA
 ET1041'
 ET1041'TO REACH AS DESCRIBED
 ET1041'
 ET1041'STATION MARK USC AND GS BRASS CAP
 ET1041'
 ET1041'REFERENCE MARKS NOT NOTICED
 ET1041'
 ET1041'AZIMUTH MARK NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1355 ***********************************************************************
 FS1355  DESIGNATION -  FERRY
 FS1355  PID         -  FS1355
 FS1355  STATE/COUNTY-  AZ/MOHAVE
 FS1355  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS1355
 FS1355                         *CURRENT SURVEY CONTROL
 FS1355  ___________________________________________________________________
 FS1355* NAD 83(1992)-  35 34 46.66590(N)    114 23 14.76707(W)     ADJUSTED  
 FS1355* NAVD 88     -       847.7    (meters)    2781.     (feet)  VERTCON   
 FS1355  ___________________________________________________________________
 FS1355  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 FS1355  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS1355
 FS1355  HORZ ORDER  -  SECOND
 FS1355
 FS1355.The horizontal coordinates were established by classical geodetic methods
 FS1355.and adjusted by the National Geodetic Survey in August 1993..
 FS1355
 FS1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1355
 FS1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1355
 FS1355.The geoid height was determined by GEOID03.
 FS1355
 FS1355;                    North         East     Units Scale Factor Converg.
 FS1355;SPC AZ W     -   508,079.212   155,586.481   MT  0.99997445   -0 22 15.2
 FS1355;SPC AZ W     - 1,666,926.55    510,454.33   iFT  0.99997445   -0 22 15.2
 FS1355;UTM  11      - 3,940,466.445   736,734.235   MT  1.00029067   +1 31 14.8
 FS1355
 FS1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1355!SPC AZ W     -   0.99987142  x   0.99997445  =   0.99984588
 FS1355!UTM  11      -   0.99987142  x   1.00029067  =   1.00016206
 FS1355
 FS1355:                Primary Azimuth Mark                     Grid Az
 FS1355:SPC AZ W     -  DETRITAL                                 327 20 09.2
 FS1355:UTM  11      -  DETRITAL                                 325 26 39.2
 FS1355
 FS1355|---------------------------------------------------------------------|
 FS1355| PID    Reference Object                     Distance      Geod. Az  |
 FS1355|                                                           dddmmss.s |
 FS1355| FS0934 DETRITAL                            APPROX. 5.2 KM 3265754.0 |
 FS1355|---------------------------------------------------------------------|
 FS1355
 FS1355                          SUPERSEDED SURVEY CONTROL
 FS1355
 FS1355  NAD 83(1986)-  35 34 46.66345(N)    114 23 14.76172(W) AD(       ) 2
 FS1355  NGVD 29 (11/23/90)  847.0    (m)         2779.     (f) VERT ANG       
 FS1355
 FS1355.Superseded values are not recommended for survey control.
 FS1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1355.See file dsdata.txt to determine how the superseded data were derived.
 FS1355
 FS1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3673440466(NAD 83)
 FS1355_MARKER: DS = TRIANGULATION STATION DISK
 FS1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1355+STABILITY: SURFACE MOTION
 FS1355
 FS1355  HISTORY     - Date     Condition        Report By
 FS1355  HISTORY     - 1981     MONUMENTED       AZDT
 FS1355
 FS1355                          STATION DESCRIPTION
 FS1355
 FS1355'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1355'THE STATION IS LOCATED 32.5 MILES NORTHWEST OF KINGMAN AND 6 MILES
 FS1355'SOUTHWEST OF DOLAN SPRINGS ALONG THE RIGHT OF WAY OF US HIGHWAY 93.
 FS1355'
 FS1355'THE STATION MARK IS AN ADOT DISK STAMPED---FERRY 1981.  IT IS SET IN
 FS1355'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 47 FEET SOUTHWEST OF THE
 FS1355'CENTER LINE OF US 93 AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1355'
 FS1355'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, FERRY RM 1 1981.  IT IS SET
 FS1355'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1355'
 FS1355'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, FERRY RM 2 1981.  IT IS SET
 FS1355'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1355'
 FS1355'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH FOR
 FS1355'0.1 MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TRAVEL WEST ALONG
 FS1355'US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS1355'TRAVEL NORTH ALONG US HIGHWAY 93 FOR 29.3 MILES TO THE DOLAN SPRINGS
 FS1355'MEADVIEW ROAD ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 3.7 MILES
 FS1355'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0484 ***********************************************************************
 ER0484  DESIGNATION -  FESS
 ER0484  PID         -  ER0484
 ER0484  STATE/COUNTY-  AZ/APACHE
 ER0484  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0484
 ER0484                         *CURRENT SURVEY CONTROL
 ER0484  ___________________________________________________________________
 ER0484* NAD 83(1992)-  34 13 29.82798(N)    109 20 15.11240(W)     ADJUSTED  
 ER0484* NAVD 88     -      2038.1    (meters)    6687.     (feet)  VERTCON   
 ER0484  ___________________________________________________________________
 ER0484  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ER0484  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ER0484
 ER0484  HORZ ORDER  -  SECOND
 ER0484
 ER0484.The horizontal coordinates were established by classical geodetic methods
 ER0484.and adjusted by the National Geodetic Survey in August 1993..
 ER0484
 ER0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0484
 ER0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0484
 ER0484.The geoid height was determined by GEOID03.
 ER0484
 ER0484;                    North         East     Units Scale Factor Converg.
 ER0484;SPC AZ E     -   357,914.940   289,750.340   MT  0.99997191   +0 27 58.9
 ER0484;SPC AZ E     - 1,174,261.61    950,624.48   iFT  0.99997191   +0 27 58.9
 ER0484;UTM  12      - 3,788,348.390   653,127.466   MT  0.99988904   +0 56 06.8
 ER0484
 ER0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0484!SPC AZ E     -   0.99968373  x   0.99997191  =   0.99965565
 ER0484!UTM  12      -   0.99968373  x   0.99988904  =   0.99957280
 ER0484
 ER0484|---------------------------------------------------------------------|
 ER0484| PID    Reference Object                     Distance      Geod. Az  |
 ER0484|                                                           dddmmss.s |
 ER0484| CD2876 FESS RM 1                            12.095 METERS 15206     |
 ER0484| ER0483 COLOR                               APPROX. 3.8 KM 1594353.0 |
 ER0484| CD2877 FESS RM 2                             7.723 METERS 32559     |
 ER0484|---------------------------------------------------------------------|
 ER0484
 ER0484                          SUPERSEDED SURVEY CONTROL
 ER0484
 ER0484  NAD 83(1986)-  34 13 29.82666(N)    109 20 15.11909(W) AD(       ) 2
 ER0484  NAD 27      -  34 13 29.66334(N)    109 20 12.80428(W) AD(       ) 2
 ER0484  NGVD 29 (07/19/86) 2037.2    (m)         6684.     (f) VERT ANG       
 ER0484
 ER0484.Superseded values are not recommended for survey control.
 ER0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0484.See file dsdata.txt to determine how the superseded data were derived.
 ER0484
 ER0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5312788348(NAD 83)
 ER0484_MARKER: DD = SURVEY DISK
 ER0484_SETTING: 80 = SET IN A BOULDER
 ER0484_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0484+STABILITY: SURFACE MOTION
 ER0484
 ER0484  HISTORY     - Date     Condition        Report By
 ER0484  HISTORY     - 1978     MONUMENTED       AZDT
 ER0484
 ER0484                          STATION DESCRIPTION
 ER0484
 ER0484'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0484'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF SPRINGERVILLE
 ER0484'ALONG THE RIGHT SIDE OF U.S. HWY. 180-666 ON TOP OF A HWY. CUT-BANK.
 ER0484'
 ER0484'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---FESS 1978---
 ER0484'EPOXIED IN A DRILL HOLE IN A ROCK, 94 FEET NORTHEAST OF HWY.
 ER0484'CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN 4.7 FEET EAST.
 ER0484'
 ER0484'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---FESS RM 2
 ER0484'1978---AND IS EPOXIED TO A ROCK 89.5 FEET NORTHEAST OF HWY CENTERLINE.
 ER0484'
 ER0484'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---FESS RM 1
 ER0484'1978---EPOXIED TO A ROCK AND IS 97 FEET NORTHEAST OF HWY. CENTERLINE.
 ER0484'
 ER0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180-666 AND 60, 5
 ER0484'MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON HWY. 180-66 FOR 3.4
 ER0484'MILES TO MILE POST 390.64 AND THE STATION ON THE RIGHT ATOP A HIGHWAY
 ER0484'CUT-BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0751 ***********************************************************************
 CG0751  DESIGNATION -  FF 118
 CG0751  PID         -  CG0751
 CG0751  STATE/COUNTY-  AZ/PIMA
 CG0751  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0751
 CG0751                         *CURRENT SURVEY CONTROL
 CG0751  ___________________________________________________________________
 CG0751* NAD 83(1986)-  31 40 00.     (N)    111 47 48.     (W)     SCALED    
 CG0751* NAVD 88     -       740.02   (+/-2cm)    2427.9    (feet)  VERTCON   
 CG0751  ___________________________________________________________________
 CG0751  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0751
 CG0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0751
 CG0751.The horizontal coordinates were scaled from a topographic map and have
 CG0751.an estimated accuracy of +/- 6 seconds.
 CG0751
 CG0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0751.The vertical order pertains to the NGVD 29 superseded value.
 CG0751
 CG0751.The geoid height was determined by GEOID03.
 CG0751
 CG0751;                    North         East    Units  Estimated Accuracy
 CG0751;SPC AZ C     -    73,920.      224,740.      MT  (+/- 180 meters Scaled)
 CG0751
 CG0751                          SUPERSEDED SURVEY CONTROL
 CG0751
 CG0751  NGVD 29 (??/??/92)  739.291  (m)         2425.49   (f) ADJ UNCH    2 0
 CG0751
 CG0751.Superseded values are not recommended for survey control.
 CG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0751.See file dsdata.txt to determine how the superseded data were derived.
 CG0751
 CG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA244037(NAD 83)
 CG0751_MARKER: DB = BENCH MARK DISK
 CG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0751_STAMPING: F F 118 1935
 CG0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0751+STABILITY: SURFACE MOTION
 CG0751
 CG0751  HISTORY     - Date     Condition        Report By
 CG0751  HISTORY     - 1935     MONUMENTED       CGS
 CG0751  HISTORY     - 1952     GOOD             NGS
 CG0751  HISTORY     - 1975     POOR             USGS
 CG0751
 CG0751                          STATION DESCRIPTION
 CG0751
 CG0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0751'4.1 MI N FROM SAN MIGUEL.
 CG0751'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0751'SCHOOL AT SAN MIGUEL, THENCE 3.9 MILES NORTH ALONG A WAGON ROAD
 CG0751'FOLLOWING A LINE OF TELEPHONE POLES, 0.05 MILE NORTHWEST OF A WAGON
 CG0751'ROAD INTERSECTION, 97.8 FEET NORTHWEST OF A JUNCTION OF THE TELEPHONE
 CG0751'LINE, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET
 CG0751'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, USGS METAL TAG
 CG0751'ON A STAKE STAMPED 2425.9, AND SET IN THE TOP OF A CONCRETE POST
 CG0751'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0751
 CG0751                          STATION RECOVERY (1975)
 CG0751
 CG0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0751'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6815 ***********************************************************************
 AC6815  SACS        -  This is a Secondary Airport Control Station.
 AC6815  DESIGNATION -  FFZ D
 AC6815  PID         -  AC6815
 AC6815  STATE/COUNTY-  AZ/MARICOPA
 AC6815  USGS QUAD   -  BUCKHORN (1982)
 AC6815
 AC6815                         *CURRENT SURVEY CONTROL
 AC6815  ___________________________________________________________________
 AC6815* NAD 83(1992)-  33 27 32.64359(N)    111 44 05.24875(W)     ADJUSTED  
 AC6815* NAVD 88     -       415.79   (meters)    1364.1    (feet)  GPS OBS   
 AC6815  ___________________________________________________________________
 AC6815  X           -  -1,972,607.635 (meters)                     COMP
 AC6815  Y           -  -4,948,195.905 (meters)                     COMP
 AC6815  Z           -   3,496,760.583 (meters)                     COMP
 AC6815  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AC6815  ELLIP HEIGHT-         386.28  (meters)          (01/12/01) GPS OBS
 AC6815  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AC6815
 AC6815  HORZ ORDER  -  FIRST
 AC6815  ELLP ORDER  -  FOURTH    CLASS I
 AC6815
 AC6815.This mark is at Falcon Field Airport (FFZ)
 AC6815
 AC6815.The horizontal coordinates were established by GPS observations
 AC6815.and adjusted by the National Geodetic Survey in March 1997..
 AC6815
 AC6815.The orthometric height was determined by GPS observations and a
 AC6815.high-resolution geoid model.
 AC6815
 AC6815.GPS derived orthometric heights for airport stations designated as
 AC6815.PACS or SACS are published to 2 decimal places.  This maintains
 AC6815.centimeter relative accuracy between the PACS and SACS.  It does
 AC6815.not indicate centimeter accuracy relative to other marks which are
 AC6815.part of the NAVD 88 network.
 AC6815
 AC6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6815
 AC6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6815
 AC6815.The ellipsoidal height was determined by GPS observations
 AC6815.and is referenced to NAD 83.
 AC6815
 AC6815.The geoid height was determined by GEOID03.
 AC6815
 AC6815;                    North         East     Units Scale Factor Converg.
 AC6815;SPC AZ C     -   272,675.775   230,266.590   MT  0.99990352   +0 06 01.0
 AC6815;SPC AZ C     -   894,605.56    755,467.81   iFT  0.99990352   +0 06 01.0
 AC6815;UTM  12      - 3,702,422.524   431,715.788   MT  0.99965748   -0 24 18.5
 AC6815
 AC6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6815!SPC AZ C     -   0.99993936  x   0.99990352  =   0.99984289
 AC6815!UTM  12      -   0.99993936  x   0.99965748  =   0.99959686
 AC6815
 AC6815                          SUPERSEDED SURVEY CONTROL
 AC6815
 AC6815  ELLIP H (03/14/97)  386.30   (m)                       GP(       ) 3 1
 AC6815
 AC6815.Superseded values are not recommended for survey control.
 AC6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6815.See file dsdata.txt to determine how the superseded data were derived.
 AC6815
 AC6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3171602423(NAD 83)
 AC6815_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6815_SP_SET: SET FLUSH IN CONCRETE DRAIN
 AC6815_STAMPING: FFZ D 1996
 AC6815_MARK LOGO: NGS   
 AC6815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6815+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC6815
 AC6815  HISTORY     - Date     Condition        Report By
 AC6815  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6815  HISTORY     - 19970515 GOOD             NGS
 AC6815
 AC6815                          STATION DESCRIPTION
 AC6815
 AC6815'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6815'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF THE CITY OF
 AC6815'MESA AT THE FALCON FIELD AIRPORT.  OWNERSHIP -- CITY OF MESA, MARGIE E
 AC6815'BRABANDT - AIRPORT TENANT ASSISTANT, PHONE (602) 644-2444 TO REACH THE
 AC6815'STATION FROM THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) AND
 AC6815'US HIGHWAY 60 (MAIN STREET) IN MESA, PROCEED EAST ALONG US HIGHWAY 60
 AC6815'FOR 9.7 KM (6.00 MI) TO THE JUNCTION WITH GREENFIELD ROAD.  TURN LEFT
 AC6815'AND GO NORTH ON GREENFIELD ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 AC6815'WITH MCKELLIPS ROAD.  TURN RIGHT AND GO EAST ON MCKELLIPS ROAD FOR 0.8
 AC6815'KM (0.50 MI) TO THE JUNCTION WITH FALCON DRIVE ON THE LEFT.  TURN LEFT
 AC6815'AND GO NORTH AND NORTHEAST ON FALCON DRIVE FOR 0.6 KM (0.35 MI) TO A
 AC6815'LEFT TURN JUST PAST THE CONTROL TOWER.  TURN LEFT AND PROCEED
 AC6815'NORTHWEST FOR 0.1 KM (0.05 MI) TO THE APRON NORTH OF THE TERMINAL
 AC6815'BUILDING.  TURN LEFT AND PROCEED WEST-SOUTHWESTERLY FOR 0.55 KM (0.35
 AC6815'MI) FOLLOWING THE NORTHWEST EDGE OF THE APRON TO THE SOUTHWEST END OF
 AC6815'TAXIWAY D AT THE APPROACH END OF RUNWAY 4R AND A GRAVEL PERIMETER ROAD
 AC6815'LEAVING THE APRON NEAR THE COMPASS ROSE.  CONTINUE ON THE PERIMETER
 AC6815'ROAD NORTHERLY FOR 0.8 KM (0.50 MI) TO JUNCTION WITH A RAMP LEADING
 AC6815'FROM SHERIFF DEPARTMENT HANGAR TO THE JUNCTION OF TAXIWAYS A AND E.
 AC6815'THE STATION IS TO THE RIGHT SET ON A DRAINAGE STRUCTURE NORTHEAST OF
 AC6815'THE TAXIWAY TO THE SHERIFF DEPARTMENT HANGAR THE STATION IS A STANDARD
 AC6815'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF A MASSIVE DRAINAGE
 AC6815'CULVERT.  THE STATION IS LOCATED 2.00 M (6.56 FT) WEST- NORTHWEST OF
 AC6815'THE NORTH CENTERLINE END OF THE CULVERT, 8.30 M (27.23 FT) NORTHEAST
 AC6815'OF THE SOUTH CENTERLINE END OF THE CULVERT, 11.64 M (38.19 FT)
 AC6815'WEST-NORTHWEST OF A TAXIWAY LIGHT IN THE NORTHWEST CORNER OF THE
 AC6815'JUNCTION OF TAXIWAY E AND THE RAMP TO THE SHERIFF DEPT HANGAR, 3.85 M
 AC6815'(12.63 FT) NORTHEAST OF THE CENTERLINE OF THE RAMP TO THE SHERIFF DEPT
 AC6815'HANGAR, 64.75 M (212.43 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 AC6815'THE SHERIFF DEPT HANGAR, AND 14.00 M (45.93 FT) NORTHWEST OF THE
 AC6815'NORTHWEST EDGE OF TAXIWAY E THE STATION IS DESIGNATED AS A SECONDARY
 AC6815'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6815
 AC6815                          STATION RECOVERY (1997)
 AC6815
 AC6815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6815'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF THE CITY OF
 AC6815'MESA AT THE FALCON FIELD AIRPORT.  OWNERSHIP -- CITY OF MESA, VICTORIA
 AC6815'L.  KERR - MANAGEMENT ASSISTANT, PHONE (602) 644-2445.  TO REACH THE
 AC6815'STATION FROM THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) AND
 AC6815'US HIGHWAY 60 (MAIN STREET) IN MESA, PROCEED EAST ALONG US HIGHWAY 60
 AC6815'FOR 9.7 KM (6.00 MI) TO THE JUNCTION WITH GREENFIELD ROAD.  TURN LEFT
 AC6815'AND GO NORTH ON GREENFIELD ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 AC6815'WITH MCKELLIPS ROAD.  TURN RIGHT AND GO EAST ON MCKELLIPS ROAD FOR 0.8
 AC6815'KM (0.50 MI) TO THE JUNCTION WITH FALCON DRIVE ON THE LEFT.  TURN LEFT
 AC6815'AND GO NORTH AND NORTHEAST ON FALCON DRIVE FOR 0.6 KM (0.35 MI) TO A
 AC6815'LEFT TURN JUST PAST THE CONTROL TOWER. TURN LEFT AND PROCEED NORTHWEST
 AC6815'FOR 0.1 KM (0.05 MI) TO THE APRON NORTH OF THE TERMINAL BUILDING.
 AC6815'TURN LEFT AND PROCEED WEST-SOUTHWESTERLY FOR 0.55 KM (0.35 MI)
 AC6815'FOLLOWING THE NORTHWEST EDGE OF THE APRON TO THE SOUTHWEST END OF
 AC6815'TAXIWAY D AT THE APPROACH END OF RUNWAY 4R AND A GRAVEL PERIMETER ROAD
 AC6815'LEAVING THE APRON NEAR THE COMPASS ROSE.  CONTINUE ON THE PERIMETER
 AC6815'ROAD NORTHERLY FOR 0.8 KM (0.50 MI) TO JUNCTION WITH A RAMP LEADING
 AC6815'FROM SHERIFF DEPARTMENT HANGAR TO THE JUNCTION OF TAXIWAYS A AND E.
 AC6815'THE STATION IS TO THE RIGHT SET ON A DRAINAGE STRUCTURE NORTHEAST OF
 AC6815'THE TAXIWAY TO THE SHERIFF DEPARTMENT HANGAR THE STATION IS A STANDARD
 AC6815'SURVEY DISK -- STAMPED FFZ D 1996 -- SET IN A DRILL HOLE IN THE TOP OF
 AC6815'A MASSIVE DRAINAGE CULVERT.  THE STATION IS LOCATED 2.00 M (6.56 FT)
 AC6815'WEST- NORTHWEST OF THE NORTH CENTERLINE END OF THE CULVERT, 8.30 M
 AC6815'(27.23 FT) NORTHEAST OF THE SOUTH CENTERLINE END OF THE CULVERT, 11.64
 AC6815'M (38.19 FT) WEST-NORTHWEST OF A TAXIWAY LIGHT IN THE NORTHWEST CORNER
 AC6815'OF THE JUNCTION OF TAXIWAY E AND THE RAMP TO THE SHERIFF DEPT HANGAR,
 AC6815'3.85 M (12.63 FT) NORTHEAST OF THE CENTERLINE OF THE RAMP TO THE
 AC6815'SHERIFF DEPT HANGAR, 64.75 M (212.43 FT) EAST-SOUTHEAST OF THE
 AC6815'NORTHEAST CORNER OF THE SHERIFF DEPT HANGAR, AND 14.00 M (45.93 FT)
 AC6815'NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY E THE STATION IS DESIGNATED
 AC6815'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS
 AC6815'1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3526 ***********************************************************************
 AA3526  SACS        -  This is a Secondary Airport Control Station.
 AA3526  DESIGNATION -  FHU
 AA3526  PID         -  AA3526
 AA3526  STATE/COUNTY-  AZ/COCHISE
 AA3526  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3526
 AA3526                         *CURRENT SURVEY CONTROL
 AA3526  ___________________________________________________________________
 AA3526* NAD 83(1992)-  31 35 13.84344(N)    110 22 04.95834(W)     ADJUSTED  
 AA3526* NAVD 88     -      1438.28   (meters)    4718.8    (feet)  LEVELING  
 AA3526  ___________________________________________________________________
 AA3526  X           -  -1,893,170.831 (meters)                     COMP
 AA3526  Y           -  -5,099,286.307 (meters)                     COMP
 AA3526  Z           -   3,322,263.706 (meters)                     COMP
 AA3526  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA3526  ELLIP HEIGHT-        1410.24  (meters)          (01/12/01) GPS OBS
 AA3526  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3526
 AA3526  HORZ ORDER  -  FIRST
 AA3526  VERT ORDER  -  THIRD ?
 AA3526  ELLP ORDER  -  FOURTH    CLASS I
 AA3526
 AA3526.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3526
 AA3526.The horizontal coordinates were established by GPS observations
 AA3526.and adjusted by the National Geodetic Survey in September 1994..
 AA3526
 AA3526.The orthometric height was determined by differential leveling.
 AA3526.The vertical network tie was performed by a horz. field party for horz.
 AA3526.obs reductions. Reset procedures were used to establish the elevation.
 AA3526
 AA3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3526
 AA3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3526
 AA3526.The ellipsoidal height was determined by GPS observations
 AA3526.and is referenced to NAD 83.
 AA3526
 AA3526.The geoid height was determined by GEOID03.
 AA3526
 AA3526;                    North         East     Units Scale Factor Converg.
 AA3526;SPC AZ E     -    65,114.247   194,248.354   MT  0.99990450   -0 06 19.7
 AA3526;SPC AZ E     -   213,629.42    637,297.75   iFT  0.99990450   -0 06 19.7
 AA3526;UTM  12      - 3,494,852.260   559,958.073   MT  0.99964434   +0 19 51.7
 AA3526
 AA3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3526!SPC AZ E     -   0.99977861  x   0.99990450  =   0.99968313
 AA3526!UTM  12      -   0.99977861  x   0.99964434  =   0.99942303
 AA3526
 AA3526                          SUPERSEDED SURVEY CONTROL
 AA3526
 AA3526  ELLIP H (09/30/94) 1410.34   (m)                       GP(       ) 4 1
 AA3526  NGVD 29 (09/30/94) 1437.37   (m)         4715.8    (f) LEVELING    3  
 AA3526
 AA3526.Superseded values are not recommended for survey control.
 AA3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3526.See file dsdata.txt to determine how the superseded data were derived.
 AA3526
 AA3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV5995894852(NAD 83)
 AA3526_MARKER: DD = SURVEY DISK
 AA3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3526_SP_SET: UNSPECIFIED
 AA3526_STAMPING: 990.27 FHU
 AA3526_MARK LOGO: DMA   
 AA3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3526+STABILITY: SURFACE MOTION
 AA3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3526+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3526
 AA3526  HISTORY     - Date     Condition        Report By
 AA3526  HISTORY     - 1994     MONUMENTED       NGS
 AA3526  HISTORY     - 19940615 GOOD             NGS
 AA3526  HISTORY     - 19970619 GOOD             NGS
 AA3526
 AA3526                          STATION DESCRIPTION
 AA3526
 AA3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA3526'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3526'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3526'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE WEST SECTION
 AA3526'OF THE AIRPORT JUST SOUTH OF THE DISPLACED THRESHOLD RUNWAY END 2.
 AA3526'FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD,
 AA3526'TO GAIN ACCESS TO THE AIRFIELD CONTACT, CARL NORRIS, AIR TRAFFIC AND
 AA3526'AIRSPACE OFFICER, COMMANDER USA GARRISON, ASH-DPTMS-A, FORT HUACHUCA,
 AA3526'AZ 85613-6000.  PHONE (602) 538-2861. TO REACH THE STATION FROM THE
 AA3526'AIR TRAFFIC CONTROL TOWER, PROCEED NORTHEAST ACCROSS THE RAMP TO
 AA3526'TAXIWAY D. CONTINUE FOR 0.1 MI (0.2 KM)  TO THE MAIN TAXIWAY. TURN
 AA3526'LEFT HEADING WEST ON MAIN TAXIWAY FOR 1.45 MI (2.33 KM) TO THE
 AA3526'JUNCTION WITH TAXIWAY A. TURN RIGHT HEADING NORTH ON TAXIWAY A FOR
 AA3526'0.10 MI (0.16 KM) AND THE STATION ON THE LEFT JUST SOUTH OF THE
 AA3526'DISPLACED THRESHOLD AND WEST OF TAXIWAY A. IT IS 310.5 FT (94.6 M)
 AA3526'WEST OF THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY A, 169.6 FT
 AA3526'(51.7 M) NORTHWEST OF THE CENTER OF A 26X26 FT CONCRETE STORM DRAIN,
 AA3526'AND 139.4 FT (42.5 M) SOUTH OF THE CENTERLINE OF THE DISPLACED
 AA3526'THRESHOLD RUNWAY END 8. STATION IS AN UNDESIGNATED SURVEY DISK SET IN
 AA3526'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. DISK IS STAMPED -
 AA3526'990.27 FHU.
 AA3526
 AA3526                          STATION RECOVERY (1994)
 AA3526
 AA3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3526'THE STATION IS LOCATED AT THE WEST SECTION OF THE AIRPORT, JUST SOUTH
 AA3526'OF THE DISPLACED THRESHOLD RUNWAY END 8.  THE STATION IS 310.5 WEST OF
 AA3526'THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY A, 169.6 FT (51.7 M)
 AA3526'NORTHWEST FROM THE CENTER OF A 26 FT (7.9 M) X 26 FT (7.9 M) CONCRETE
 AA3526'STORM DRAIN AND 139.4 FT (42.5 M) SOUTH FROM THE CENTERLINE OF THE
 AA3526'DISPLACED THRESHOLD RUNWAY END 8.  THE STATION IS A UNDESIGNATED
 AA3526'SURVEY DISK SET IN THE TOP OF A CONCRET MONUMENT FLUSH WITH THE
 AA3526'GROUND.  DISK IS STAMPED 990.27 FHU.
 AA3526
 AA3526                          STATION RECOVERY (1997)
 AA3526
 AA3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3526'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3526'MANAGER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3526'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3525 ***********************************************************************
 AA3525  PACS        -  This is a Primary Airport Control Station.
 AA3525  DESIGNATION -  FHU A
 AA3525  PID         -  AA3525
 AA3525  STATE/COUNTY-  AZ/COCHISE
 AA3525  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3525
 AA3525                         *CURRENT SURVEY CONTROL
 AA3525  ___________________________________________________________________
 AA3525* NAD 83(1992)-  31 35 08.11107(N)    110 20 56.30198(W)     ADJUSTED  
 AA3525* NAVD 88     -      1424.17   (meters)    4672.5    (feet)  LEVELING  
 AA3525  ___________________________________________________________________
 AA3525  X           -  -1,891,501.383 (meters)                     COMP
 AA3525  Y           -  -5,099,991.625 (meters)                     COMP
 AA3525  Z           -   3,322,105.877 (meters)                     COMP
 AA3525  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA3525  ELLIP HEIGHT-        1396.12  (meters)          (03/22/05) GPS OBS
 AA3525  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3525
 AA3525  HORZ ORDER  -  A
 AA3525  VERT ORDER  -  THIRD ?
 AA3525  ELLP ORDER  -  FOURTH    CLASS I
 AA3525
 AA3525.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3525
 AA3525.The horizontal coordinates were established by GPS observations
 AA3525.and adjusted by the National Geodetic Survey in March 2005..
 AA3525
 AA3525.The orthometric height was determined by differential leveling.
 AA3525.The vertical network tie was performed by a horz. field party for horz.
 AA3525.obs reductions. Reset procedures were used to establish the elevation.
 AA3525
 AA3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3525
 AA3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3525
 AA3525.The ellipsoidal height was determined by GPS observations
 AA3525.and is referenced to NAD 83.
 AA3525
 AA3525.The geoid height was determined by GEOID03.
 AA3525
 AA3525;                    North         East     Units Scale Factor Converg.
 AA3525;SPC AZ E     -    64,934.534   196,058.010   MT  0.99990369   -0 05 43.8
 AA3525;SPC AZ E     -   213,039.81    643,234.94   iFT  0.99990369   -0 05 43.8
 AA3525;UTM  12      - 3,494,686.381   561,768.577   MT  0.99964706   +0 20 27.6
 AA3525
 AA3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3525!SPC AZ E     -   0.99978082  x   0.99990369  =   0.99968453
 AA3525!UTM  12      -   0.99978082  x   0.99964706  =   0.99942796
 AA3525
 AA3525                          SUPERSEDED SURVEY CONTROL
 AA3525
 AA3525  ELLIP H (01/12/01) 1396.11   (m)                       GP(       ) 4 1
 AA3525  NAD 83(1992)-  31 35 08.11057(N)    110 20 56.30159(W) AD(       ) B
 AA3525  ELLIP H (09/30/94) 1396.21   (m)                       GP(       ) 4 1
 AA3525  NAVD 88 (12/09/97) 1424.15   (m)         4672.4    (f) LEVELING    3  
 AA3525  NGVD 29 (09/30/94) 1423.25   (m)         4669.4    (f) LEVELING    3  
 AA3525
 AA3525.Superseded values are not recommended for survey control.
 AA3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3525.See file dsdata.txt to determine how the superseded data were derived.
 AA3525
 AA3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6176994686(NAD 83)
 AA3525_MARKER: DD = SURVEY DISK
 AA3525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3525_SP_SET: CONCRETE STORM DRAIN
 AA3525_STAMPING: FHU A 1994
 AA3525_MARK LOGO: NOS   
 AA3525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3525+STABILITY: SURFACE MOTION
 AA3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3525+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AA3525
 AA3525  HISTORY     - Date     Condition        Report By
 AA3525  HISTORY     - 1994     MONUMENTED       NOS
 AA3525  HISTORY     - 1994     GOOD             NOS
 AA3525  HISTORY     - 19970619 GOOD             NGS
 AA3525  HISTORY     - 20031030 GOOD             AZ-003
 AA3525  HISTORY     - 20040429 GOOD             AZ-003
 AA3525
 AA3525                          STATION DESCRIPTION
 AA3525
 AA3525'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3525'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3525'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3525'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE MIDDLE
 AA3525'SECTION OF THE AIRPORT JUST SOUTHEAST OF RUNWAY END 2.  FORT
 AA3525'HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD, TO
 AA3525'GAIN ACCESS TO THE AIRFIELD CONTACT, CARL NORRIS, AIR TRAFFIC AND
 AA3525'AIRSPACE OFFICER, COMMANDER USA GARRISON, ASH-DPTMS-A, FT HUACHUCA, AZ
 AA3525'85613-6000.  PHONE (602) 538-2861. TO REACH THE STATION FROM THE AIR
 AA3525'TRAFFIC CONTROL TOWER, PROCEED NORTHEAST ACCROSS THE RAMP TO TAXIWAY
 AA3525'D. CONTINUE FOR 0.1 MI (0.2 KM)  TO THE MAIN TAXIWAY. TURN LEFT
 AA3525'HEADING WEST ON MAIN TAXIWAY FOR 0.35 MI (0.56 KM) TO THE INTERSECTION
 AA3525'WITH TAXIWAY C. TURN RIGHT HEADING NORTH ON TAXIWAY C FOR 0.05 MI
 AA3525'(0.08 KM) AND THE STATION ON THE LEFT IN A CONCRETE PAD FOR A STORM
 AA3525'DRAIN. IT IS 173.9 FT (53.0 M) SOUTH OF THE CENTERLINE END RUNWAY 2,
 AA3525'98.4 FT (30.0 M) EAST OF THE SOUTHEAST CORNER OF THE DISPLACED
 AA3525'THRESHOLD END RUNWAY 2, 52.0 FT (15.8 M) WEST OF THE WEST EDGE OF THE
 AA3525'PAVED SHOULDER OF TAXIWAY C, AND IS ON THE NORTHEAST CORNER OF THE
 AA3525'METAL GRATE FOR A 26X26 FT CONCRETE STORM DRAIN. STATION IS A STANDARD
 AA3525'NOS DISK SET IN A DRILL HOLE IN TOP OF A CONCRETE STORM DRAIN FLUSH
 AA3525'WITH THE GROUND. DISK IS STAMPED.
 AA3525
 AA3525                          STATION RECOVERY (1994)
 AA3525
 AA3525'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3525'THE STATION IS LOCATED NEAR THE MID-SECTION OF THE AIRPORT, SOUTHEAST
 AA3525'OF RUNWAY END 2.  THE STATION IS 173.9 FT (53.0 M) SOUTH OF THE
 AA3525'CENTERLINE END OF RUNWAY 2, 98.4 FT (30.0 M) EAST OF THE SOUTHEAST
 AA3525'CORNER OF THE DISPLACED THRESHOLD END RUNWAY 2 AND 52.0 FT (15.8 M)
 AA3525'WEST OF THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY C.  THE STATION
 AA3525'IS A STANDARD NOS DISK SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 AA3525'A 26 FT (7.9 M) X 26 FT (7.9 M) CONCRETE STORM DRAIN.  DISK IS STAMPED
 AA3525'FHU A 1994.
 AA3525
 AA3525                          STATION RECOVERY (1997)
 AA3525
 AA3525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3525'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3525'MANAGER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3525'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA3525
 AA3525                          STATION RECOVERY (2003)
 AA3525
 AA3525'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 AA3525'RECOVERED AS DESCRIBED
 AA3525
 AA3525                          STATION RECOVERY (2004)
 AA3525
 AA3525'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 AA3525'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU1060 ***********************************************************************
 EU1060  DESIGNATION -  FIELD
 EU1060  PID         -  EU1060
 EU1060  STATE/COUNTY-  AZ/MOHAVE
 EU1060  USGS QUAD   -  NEEDLES (1975)
 EU1060
 EU1060                         *CURRENT SURVEY CONTROL
 EU1060  ___________________________________________________________________
 EU1060* NAD 83(1992)-  34 47 19.25121(N)    114 33 53.12527(W)     ADJUSTED  
 EU1060* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 EU1060  ___________________________________________________________________
 EU1060  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EU1060  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EU1060
 EU1060  HORZ ORDER  -  SECOND
 EU1060
 EU1060.The horizontal coordinates were established by classical geodetic methods
 EU1060.and adjusted by the National Geodetic Survey in August 1993..
 EU1060
 EU1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU1060
 EU1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1060
 EU1060.The geoid height was determined by GEOID03.
 EU1060
 EU1060;                    North         East     Units Scale Factor Converg.
 EU1060;SPC AZ W     -   420,449.607   138,795.700   MT  1.00000183   -0 27 53.6
 EU1060;SPC AZ W     - 1,379,427.84    455,366.47   iFT  1.00000183   -0 27 53.6
 EU1060;SPC CA 5     -   648,318.265 2,314,315.518   MT  0.99992234   +1 57 29.3
 EU1060;SPC CA 5     - 2,127,024.17  7,592,883.50   sFT  0.99992234   +1 57 29.3
 EU1060;UTM  11      - 3,852,311.580   722,813.340   MT  1.00021193   +1 23 24.0
 EU1060
 EU1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1060!SPC AZ W     -   0.99998205  x   1.00000183  =   0.99998388
 EU1060!SPC CA 5     -   0.99998205  x   0.99992234  =   0.99990439
 EU1060!UTM  11      -   0.99998205  x   1.00021193  =   1.00019397
 EU1060
 EU1060:                Primary Azimuth Mark                     Grid Az
 EU1060:SPC AZ W     -  BREEZE                                   108 06 04.8
 EU1060:SPC CA 5     -  BREEZE                                   105 40 41.9
 EU1060:UTM  11      -  BREEZE                                   106 14 47.2
 EU1060
 EU1060|---------------------------------------------------------------------|
 EU1060| PID    Reference Object                     Distance      Geod. Az  |
 EU1060|                                                           dddmmss.s |
 EU1060| EU0940 BREEZE                              APPROX. 8.3 KM 1073811.2 |
 EU1060| CC4767 FIELD AZ MK                                        1355214.9 |
 EU1060| CC4768 FIELD RM 1                           28.281 METERS 28327     |
 EU1060| CC4769 FIELD RM 2                           11.974 METERS 33605     |
 EU1060|---------------------------------------------------------------------|
 EU1060
 EU1060                          SUPERSEDED SURVEY CONTROL
 EU1060
 EU1060  NAD 83(1986)-  34 47 19.25856(N)    114 33 53.13124(W) AD(       ) 2
 EU1060  NAD 27      -  34 47 19.23808(N)    114 33 50.26582(W) AD(       ) 2
 EU1060  NGVD 29 (07/19/86)  144.4    (m)          474.     (f) VERT ANG       
 EU1060
 EU1060.Superseded values are not recommended for survey control.
 EU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1060.See file dsdata.txt to determine how the superseded data were derived.
 EU1060
 EU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2281352312(NAD 83)
 EU1060_MARKER: DS = TRIANGULATION STATION DISK
 EU1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU1060
 EU1060  HISTORY     - Date     Condition        Report By
 EU1060  HISTORY     - 1964     MONUMENTED       CGS
 EU1060
 EU1060                          STATION DESCRIPTION
 EU1060
 EU1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU1060'THE STATION IS 5 MILES SOUTHEAST OF NEEDLES, CALIFORNIA, 6 MILES
 EU1060'NORTH-NORTHWEST OF TOPOCK, ARIZONA, AND NEAR THE NORTHWEST CORNER
 EU1060'OF THE HAVASU LAKE NATIONAL WILDLIFE REFUGE ON THE EAST LEVEE OF
 EU1060'THE COLORADO RIVER.
 EU1060'
 EU1060'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND H
 EU1060'STREET AT THE NORTHWEST CORNER OF THE CITY HALL AT NEEDLES,
 EU1060'CALIFORNIA, GO NORTH ON H STREET, CROSSING RAILROAD TRACKS, FOR
 EU1060'0.1 MILE TO A T INTERSECTION AND GOLF COURSE.  TURN RIGHT AND GO
 EU1060'EASTERLY ON GRAVELED ROAD FOR 0.4 MILE TO A T INTERSECTION WITH
 EU1060'HARD SURFACED ROAD ON TOP OF LEVEE.  TURN RIGHT AND GO EASTERLY
 EU1060'ON HARD SURFACED ROAD FOR 1.1 MILES TO T INTERSECTION JUST
 EU1060'AFTER CROSSING COLORADO RIVER.  TURN RIGHT AND GO SOUTHEASTERLY
 EU1060'ON GRAVELED ROAD ON LEVEE FOR 2.3 MILES TO A LOCKED GATE.
 EU1060'(KEY TO GATE OBTAINED FROM REFUGE MANAGER, HAVASU LAKE
 EU1060'NATIONAL WILDLIFE REFUGE, BUREAU OF SPORT FISHERIES AND WILD
 EU1060'LIFE, TOPOCK, ARIZONA.) PASS THROUGH GATE AND CONTINUE
 EU1060'SOUTHEASTERLY ON GRAVELED ROAD FOR 1.45 MILES TO THE STATION ON
 EU1060'THE LEFT AND A SIDE ROAD RIGHT.
 EU1060'
 EU1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 EU1060'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 EU1060'GO EAST ON SANDY BLADED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 EU1060'THE RIGHT AS DESCRIBED.
 EU1060'
 EU1060'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 EU1060'CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS 4 INCHES
 EU1060'AND STAMPED FIELD 1964.  IT IS 32 FEET EAST OF THE CENTER OF THE
 EU1060'INTERSECTION OF THE NORTH-SOUTH GRAVELED ROAD AND THE SIDE ROAD
 EU1060'RIGHT, AND 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 EU1060'ATTACHED.
 EU1060'
 EU1060'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 EU1060'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 EU1060'8 INCHES AND STAMPED FIELD NO 1 1964.  IT IS 60 FEET NORTH OF THE
 EU1060'CENTER OF THE SIDE ROAD RIGHT AND 46 FEET WEST OF THE CENTER
 EU1060'OF THE NORTH-SOUTH GRAVELED ROAD.
 EU1060'
 EU1060'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 EU1060'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 EU1060'8 INCHES AND STAMPED FIELD NO 2 1964.  IT IS 40 FEET NORTH
 EU1060'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 28 FEET EAST OF
 EU1060'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD.
 EU1060'
 EU1060'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 EU1060'CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS 6 INCHES
 EU1060'AND STAMPED FIELD 1964.  IT IS 82 FEET SOUTH OF THE CENTER OF A
 EU1060'SANDY BLADED ROAD AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF A
 EU1060'SMALL METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0489 ***********************************************************************
 GP0489  DESIGNATION -  FIELD
 GP0489  PID         -  GP0489
 GP0489  STATE/COUNTY-  AZ/COCONINO
 GP0489  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0489
 GP0489                         *CURRENT SURVEY CONTROL
 GP0489  ___________________________________________________________________
 GP0489* NAD 83(1992)-  36 26 28.99032(N)    111 33 15.68637(W)     ADJUSTED  
 GP0489* NAVD 88     -      1747.0    (meters)    5732.     (feet)  VERTCON   
 GP0489  ___________________________________________________________________
 GP0489  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GP0489  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0489
 GP0489  HORZ ORDER  -  SECOND
 GP0489
 GP0489.The horizontal coordinates were established by classical geodetic methods
 GP0489.and adjusted by the National Geodetic Survey in August 1993..
 GP0489
 GP0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0489
 GP0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0489
 GP0489.The geoid height was determined by GEOID03.
 GP0489
 GP0489;                    North         East     Units Scale Factor Converg.
 GP0489;SPC AZ C     -   603,546.575   245,840.956   MT  0.99991299   +0 12 54.8
 GP0489;SPC AZ C     - 1,980,139.68    806,564.82   iFT  0.99991299   +0 12 54.8
 GP0489;UTM  12      - 4,033,049.214   450,316.761   MT  0.99963041   -0 19 45.5
 GP0489
 GP0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0489!SPC AZ C     -   0.99972946  x   0.99991299  =   0.99964248
 GP0489!UTM  12      -   0.99972946  x   0.99963041  =   0.99935997
 GP0489
 GP0489|---------------------------------------------------------------------|
 GP0489| PID    Reference Object                     Distance      Geod. Az  |
 GP0489|                                                           dddmmss.s |
 GP0489| CR7967 FIELD RM 1                           12.106 METERS 15542     |
 GP0489| CR7968 FIELD RM 2                           12.188 METERS 33631     |
 GP0489| GP0486 CORN                                APPROX. 5.6 KM 3383224.6 |
 GP0489|---------------------------------------------------------------------|
 GP0489
 GP0489                          SUPERSEDED SURVEY CONTROL
 GP0489
 GP0489  NAD 83(1986)-  36 26 28.98952(N)    111 33 15.68234(W) AD(       ) 2
 GP0489  NGVD 29 (07/12/88) 1746.1    (m)         5729.     (f) VERT ANG       
 GP0489
 GP0489.Superseded values are not recommended for survey control.
 GP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0489.See file dsdata.txt to determine how the superseded data were derived.
 GP0489
 GP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5031733049(NAD 83)
 GP0489_MARKER: DS = TRIANGULATION STATION DISK
 GP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0489+STABILITY: SURFACE MOTION
 GP0489
 GP0489  HISTORY     - Date     Condition        Report By
 GP0489  HISTORY     - 1983     MONUMENTED       AZDT
 GP0489  HISTORY     - 19931203 GOOD             USPSQD
 GP0489
 GP0489                          STATION DESCRIPTION
 GP0489
 GP0489'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0489'THE STATION IS LOCATED 33 MILES SOUTHWEST OF PAGE, 4 MILES NORTHWEST
 GP0489'OF CEDAR RIDGE AND ALONG U.S. HIGHWAY 89.
 GP0489'
 GP0489'THE STATION MARK IS AN AZDT DISK STAMPED---FIELD 1983---.  IT IS SET
 GP0489'IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHEAST OF THE CENTER
 GP0489'LINE OF THE HIGHWAY.
 GP0489'
 GP0489'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FIELD RM 1 1983---.  IT IS
 GP0489'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0489'
 GP0489'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FIELD RM 2 1983---.  IT IS
 GP0489'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0489'
 GP0489'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0489'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0489'TO THE JUNCTION OF U.S. HIGHWAY 89 AND 89L.  TURN LEFT AND TRAVEL
 GP0489'SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89
 GP0489'AND 89 ALT.  TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 15.0 MILES
 GP0489'TO MILE POST 509.05 AND THE STATION ON THE LEFT.
 GP0489
 GP0489                          STATION RECOVERY (1993)
 GP0489
 GP0489'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2236 ***********************************************************************
 DV2236  DESIGNATION -  FIELD
 DV2236  PID         -  DV2236
 DV2236  STATE/COUNTY-  AZ/MARICOPA
 DV2236  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV2236
 DV2236                         *CURRENT SURVEY CONTROL
 DV2236  ___________________________________________________________________
 DV2236* NAD 83(1992)-  33 38 30.40437(N)    112 21 11.95094(W)     ADJUSTED  
 DV2236* NAVD 88     -       367.6    (meters)    1206.     (feet)  VERTCON   
 DV2236  ___________________________________________________________________
 DV2236  X           -  -2,021,634.050 (meters)                     COMP
 DV2236  Y           -  -4,916,216.675 (meters)                     COMP
 DV2236  Z           -   3,513,623.883 (meters)                     COMP
 DV2236  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DV2236  ELLIP HEIGHT-         337.88  (meters)          (06/11/02) GPS OBS
 DV2236  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2236
 DV2236  HORZ ORDER  -  FIRST
 DV2236  ELLP ORDER  -  FOURTH    CLASS II
 DV2236
 DV2236.The horizontal coordinates were established by GPS observations
 DV2236.and adjusted by the National Geodetic Survey in August 1993..
 DV2236
 DV2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2236
 DV2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2236
 DV2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2236
 DV2236.The ellipsoidal height was determined by GPS observations
 DV2236.and is referenced to NAD 83.
 DV2236
 DV2236.The geoid height was determined by GEOID03.
 DV2236
 DV2236;                    North         East     Units Scale Factor Converg.
 DV2236;SPC AZ C     -   293,009.759   172,855.257   MT  0.99992022   -0 14 30.9
 DV2236;SPC AZ C     -   961,318.11    567,110.42   iFT  0.99992022   -0 14 30.9
 DV2236;UTM  12      - 3,723,259.517   374,497.156   MT  0.99979418   -0 44 59.4
 DV2236
 DV2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2236!SPC AZ C     -   0.99994696  x   0.99992022  =   0.99986718
 DV2236!UTM  12      -   0.99994696  x   0.99979418  =   0.99974115
 DV2236
 DV2236                          SUPERSEDED SURVEY CONTROL
 DV2236
 DV2236  ELLIP H (08/23/93)  338.02   (m)                       GP(       ) 4 2
 DV2236  NAD 83(1986)-  33 38 30.39926(N)    112 21 11.95689(W) AD(       ) 1
 DV2236  NGVD 29 (09/11/89)  367.0    (m)         1204.     (f) GPS OBS        
 DV2236
 DV2236.Superseded values are not recommended for survey control.
 DV2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2236.See file dsdata.txt to determine how the superseded data were derived.
 DV2236
 DV2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7449723260(NAD 83)
 DV2236_MARKER: DD = SURVEY DISK
 DV2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2236+STABILITY: SURFACE MOTION
 DV2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2236+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2236
 DV2236  HISTORY     - Date     Condition        Report By
 DV2236  HISTORY     - 1986     MONUMENTED       AZDT
 DV2236
 DV2236                          STATION DESCRIPTION
 DV2236
 DV2236'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2236'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) NORTHWEST OF
 DV2236'YOUNGTOWN, ARIZONA.
 DV2236'
 DV2236'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2236'AVENUE, GO NORTHWEST ON GRAND AVENUE FOR 0.41 KM (0.25 MI) TO THE
 DV2236'STATION ON THE RIGHT ACROSS THE NORTHEAST SIDE OF THE RAILROAD
 DV2236'TRACKS.
 DV2236'
 DV2236'THE STATION IS A STANDARD A.G.S. DISK
 DV2236'STAMPED---FIELD 1986---,
 DV2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2236'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2236'12.8 METERS (42.0 FT) NORTHEAST FROM THE NORTH RAILROAD OF THE MAIN
 DV2236'RAIL,
 DV2236'36.33 METERS (119.2 FT) WEST FROM THE RAILROAD SPUR CONVERGENCE,
 DV2236'17.22 METERS (56.5 FT) SOUTHWEST FROM A CHAIN LINK FENCE,
 DV2236'5.94 METERS (19.5 FT) SOUTH-SOUTHEAST FROM THE WEST END OF THE
 DV2236'SOUTHERN MOST OF TWO PIPES,
 DV2236'1.22 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2236'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN.
 DV2236'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2236'STAMPED---FIELD 1986---,
 DV2236'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1058 ***********************************************************************
 FS1058  DESIGNATION -  FIG SPRING
 FS1058  PID         -  FS1058
 FS1058  STATE/COUNTY-  AZ/MOHAVE
 FS1058  USGS QUAD   -  KINGMAN SW (1983)
 FS1058
 FS1058                         *CURRENT SURVEY CONTROL
 FS1058  ___________________________________________________________________
 FS1058* NAD 83(1992)-  35 03 20.59828(N)    114 14 23.17032(W)     ADJUSTED  
 FS1058* NAVD 88     -       691.52   (+/-2cm)    2268.8    (feet)  VERTCON   
 FS1058  ___________________________________________________________________
 FS1058  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 FS1058  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FS1058
 FS1058  HORZ ORDER  -  SECOND
 FS1058  VERT ORDER  -  THIRD ? (See Below)
 FS1058
 FS1058.The horizontal coordinates were established by classical geodetic methods
 FS1058.and adjusted by the National Geodetic Survey in August 1993..
 FS1058
 FS1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1058.The vertical order pertains to the NGVD 29 superseded value.
 FS1058
 FS1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1058
 FS1058.The geoid height was determined by GEOID03.
 FS1058
 FS1058;                    North         East     Units Scale Factor Converg.
 FS1058;SPC AZ W     -   449,880.101   168,682.958   MT  0.99995792   -0 16 52.7
 FS1058;SPC AZ W     - 1,475,984.58    553,421.78   iFT  0.99995792   -0 16 52.7
 FS1058;UTM  11      - 3,882,706.871   751,738.127   MT  1.00038110   +1 35 10.4
 FS1058
 FS1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1058!SPC AZ W     -   0.99989610  x   0.99995792  =   0.99985402
 FS1058!UTM  11      -   0.99989610  x   1.00038110  =   1.00027716
 FS1058
 FS1058:                Primary Azimuth Mark                     Grid Az
 FS1058:SPC AZ W     -  FIG SPRING AZ MK                         053 21 32.5
 FS1058:UTM  11      -  FIG SPRING AZ MK                         051 29 29.4
 FS1058
 FS1058|---------------------------------------------------------------------|
 FS1058| PID    Reference Object                     Distance      Geod. Az  |
 FS1058|                                                           dddmmss.s |
 FS1058| CC4770 FIG SPRING AZ MK                                   0530439.8 |
 FS1058| FS1055 GRIFFITH WATER TANK                 APPROX.11.2 KM 0861249.0 |
 FS1058| CC4771 FIG SPRING RM 1                       9.366 METERS 09424     |
 FS1058| CC4772 FIG SPRING RM 2                       9.946 METERS 30715     |
 FS1058|---------------------------------------------------------------------|
 FS1058
 FS1058                          SUPERSEDED SURVEY CONTROL
 FS1058
 FS1058  NAD 83(1986)-  35 03 20.60110(N)    114 14 23.17244(W) AD(       ) 2
 FS1058  NAD 27      -  35 03 20.58900(N)    114 14 20.33500(W) AD(       ) 2
 FS1058  NGVD 29 (07/19/86)  690.78   (m)         2266.3    (f) LEVELING    3  
 FS1058
 FS1058.Superseded values are not recommended for survey control.
 FS1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1058.See file dsdata.txt to determine how the superseded data were derived.
 FS1058
 FS1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5173882707(NAD 83)
 FS1058_MARKER: DS = TRIANGULATION STATION DISK
 FS1058_SETTING: 0 = UNSPECIFIED SETTING
 FS1058
 FS1058  HISTORY     - Date     Condition        Report By
 FS1058  HISTORY     - 1948     MONUMENTED       CGS
 FS1058  HISTORY     - 1960     GOOD             CGS
 FS1058
 FS1058                          STATION DESCRIPTION
 FS1058
 FS1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1058'THE STATION IS ABOUT 14 MILES AIRLINE SOUTHWEST OF KINGMAN,
 FS1058'ON THE NORTHWEST SIDE OF U.S. HIGHWAY 66, AND ABOUT 100 YARDS
 FS1058'EAST OF THE OLD FIG SPRINGS ROADHOUSE AND SERVICE STATION.
 FS1058'
 FS1058'TO REACH THE STATION FROM KINGMAN GO SOUTHWESTERLY ON U.S.
 FS1058'HIGHWAY 66 TOWARDS NEEDLES FOR 15.0 MILES TO THE OLD BUILDINGS
 FS1058'OF THE FIG SPRINGS ROADHOUSE AND STATION ABOUT 100 YARDS EAST.
 FS1058'
 FS1058'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 FS1058'ABOUT 4 INCHES, AND IS 110 FEET WEST OF THE HIGHWAY CENTER,
 FS1058'48 PACES SOUTHEAST OF A HIGHLINE POWER POLE AND ABOUT 100
 FS1058'YARDS EAST OF OLD BUILDINGS.  IT IS STAMPED FIG SPRING 1948.
 FS1058'
 FS1058'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1058'CONCRETE PROJECTING ABOUT 6 INCHES, AND IS ABOUT THE SAME
 FS1058'ELEVATION AS THE STATION.  IT IS STAMPED FIG SPRING NO 1 1948.
 FS1058'
 FS1058'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FS1058'A 12 INCH BOULDER PROJECTING ABOUT 12 INCHES, AND IS ABOUT
 FS1058'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED FIG SPRING
 FS1058'NO 2 1948.
 FS1058'
 FS1058'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 2 FOOT
 FS1058'MASS OF CONCRETE PROJECTING ABOUT 4 INCHES, 0.7 MILE NORTHEAST
 FS1058'OF THE STATION, 80 FEET NORTH OF THE HIGHWAY CENTER, AND 20
 FS1058'FEET SOUTHWEST OF AL BEER SIGN.  IT IS STAMPED FIG SPRING 1948.
 FS1058
 FS1058                          STATION RECOVERY (1960)
 FS1058
 FS1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 FS1058'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN
 FS1058'GOOD CONDITION.
 FS1058'
 FS1058'A NEW TO REACH FOLLOWS.
 FS1058'
 FS1058'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 66, 466 AND
 FS1058'93 AT THE WEST EDGE OF KINGMAN, GO SOUTH ON U.S. HIGHWAY 66
 FS1058'FOR 4.3 MILES TO THE GOLDFIELD-OATMAN ROAD ON THE RIGHT, TURN
 FS1058'RIGHT, SOUTHWEST, AND GO FOR 9.5 MILES TO THE AZIMUTH MARK
 FS1058'ON THE RIGHT, CONTINUE SOUTHWEST FOR 0.75 MILE TO A SIDE
 FS1058'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0977 ***********************************************************************
 EU0977  DESIGNATION -  FILL
 EU0977  PID         -  EU0977
 EU0977  STATE/COUNTY-  AZ/LA PAZ
 EU0977  USGS QUAD   -  PARKER (1975)
 EU0977
 EU0977                         *CURRENT SURVEY CONTROL
 EU0977  ___________________________________________________________________
 EU0977* NAD 83(1992)-  34 10 13.25862(N)    114 17 03.95846(W)     ADJUSTED  
 EU0977* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 EU0977  ___________________________________________________________________
 EU0977  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 EU0977  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EU0977
 EU0977  HORZ ORDER  -  SECOND
 EU0977
 EU0977.The horizontal coordinates were established by classical geodetic methods
 EU0977.and adjusted by the National Geodetic Survey in August 1993..
 EU0977
 EU0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0977
 EU0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0977
 EU0977.The geoid height was determined by GEOID03.
 EU0977
 EU0977;                    North         East     Units Scale Factor Converg.
 EU0977;SPC AZ W     -   351,688.595   164,088.326   MT  0.99996325   -0 18 00.6
 EU0977;SPC AZ W     - 1,153,833.97    538,347.53   iFT  0.99996325   -0 18 00.6
 EU0977;SPC CA 5     -   580,689.529 2,342,487.930   MT  0.99997313   +2 07 04.5
 EU0977;SPC CA 5     - 1,905,145.56  7,685,312.48   sFT  0.99997313   +2 07 04.5
 EU0977;UTM  11      - 3,784,377.382   750,309.894   MT  1.00037241   +1 31 33.6
 EU0977
 EU0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0977!SPC AZ W     -   0.99998397  x   0.99996325  =   0.99994722
 EU0977!SPC CA 5     -   0.99998397  x   0.99997313  =   0.99995710
 EU0977!UTM  11      -   0.99998397  x   1.00037241  =   1.00035637
 EU0977
 EU0977|---------------------------------------------------------------------|
 EU0977| PID    Reference Object                     Distance      Geod. Az  |
 EU0977|                                                           dddmmss.s |
 EU0977| CC4777 FILL RM 1                            13.216 METERS 02942     |
 EU0977| CC4776 FILL AZ MK                                         1225514.8 |
 EU0977| CC4778 FILL RM 2                            14.127 METERS 15514     |
 EU0977|---------------------------------------------------------------------|
 EU0977
 EU0977                          SUPERSEDED SURVEY CONTROL
 EU0977
 EU0977  NAD 83(1986)-  34 10 13.25946(N)    114 17 03.96428(W) AD(       ) 2
 EU0977  NAD 27      -  34 10 13.20276(N)    114 17 01.14279(W) AD(       ) 2
 EU0977  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG       
 EU0977
 EU0977.Superseded values are not recommended for survey control.
 EU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0977.See file dsdata.txt to determine how the superseded data were derived.
 EU0977
 EU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5031084377(NAD 83)
 EU0977_MARKER: DS = TRIANGULATION STATION DISK
 EU0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0977
 EU0977  HISTORY     - Date     Condition        Report By
 EU0977  HISTORY     - 1964     MONUMENTED       CGS
 EU0977
 EU0977                          STATION DESCRIPTION
 EU0977
 EU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0977'STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF THE CENTER OF
 EU0977'PARKER, AT THE WEST EDGE OF A LARGE FILL AND ABOUT 1/2 MILE
 EU0977'WEST OF THE EARTH FILL OF HEADGATE ROCK DAM.
 EU0977'
 EU0977'TO REACH FROM THE INTERSECTION OF RIVER SIDE DRIVE AND CALIFORNIA
 EU0977'AVENUE IN PARKER, GO NORTHERLY ON RIVER SIDE DRIVE FOR 0.9 MILE
 EU0977'TO A FORK.  TAKE THE LEFT FORK, PAVED ROAD FOR 0.55 MILE TO A
 EU0977'CABLE ACROSS THE ROAD.  (TO REACH THE AZIMUTH MARK, GO WESTERLY
 EU0977'ACROSS COUNTRY FOR 0.1 MILE TO A POWERLINE POLE AND THE AZIMUTH
 EU0977'MARK).  PASS THROUGH CABLE AND FOLLOW PAVED ROAD FOR 0.25 MILE
 EU0977'TO A TRACK ROAD LEFT JUST AFTER CROSSING OVER THE CONCRETE
 EU0977'SPILLWAY OF THE COLORADO RIVER.  TURN LEFT AND FOLLOW TRACK ROAD
 EU0977'ALONG RIVER FOR 0.1 MILE.  HERE GO WESTERLY UP GRADE FOR
 EU0977'0.35 MILE TO THE WESTERN EDGE OF A FLAT TOP FILL AND STATION.
 EU0977'
 EU0977'STATION MARKS ARE STANDARD DISKS, STAMPED FILL 1964.  SURFACE
 EU0977'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8
 EU0977'INCHES.  IT IS 11 FEET EAST OF THE SOUTH EDGE OF THE FILL AND
 EU0977'3.5 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 EU0977'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 EU0977'
 EU0977'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FILL NO 1 1964,
 EU0977'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.
 EU0977'IT IS 18 FEET EAST OF THE WEST EDGE OF THE FILL AND ABOUT THE
 EU0977'SAME ELEVATION AS THE STATION MARK.
 EU0977'
 EU0977'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FILL NO 2 1964,
 EU0977'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.
 EU0977'IT IS 15 FEET NORTH OF THE SOUTH EDGE OF THE FILL AND ABOUT THE
 EU0977'SAME ELEVATION AS THE STATION MARK.
 EU0977'
 EU0977'AZIMUTH MARK IS A STANDARD DISK, STAMPED FILL 1964, SET IN THE
 EU0977'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 3 FEET
 EU0977'WEST OF A POWERLINE POLE AND 2.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1902 ***********************************************************************
 DV1902  DESIGNATION -  FILM
 DV1902  PID         -  DV1902
 DV1902  STATE/COUNTY-  AZ/LA PAZ
 DV1902  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1902
 DV1902                         *CURRENT SURVEY CONTROL
 DV1902  ___________________________________________________________________
 DV1902* NAD 83(1992)-  33 35 53.95646(N)    113 27 33.15669(W)     ADJUSTED  
 DV1902* NAVD 88     -       515.7    (meters)    1692.     (feet)  VERTCON   
 DV1902  ___________________________________________________________________
 DV1902  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV1902  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1902
 DV1902  HORZ ORDER  -  SECOND
 DV1902
 DV1902.The horizontal coordinates were established by classical geodetic methods
 DV1902.and adjusted by the National Geodetic Survey in August 1993..
 DV1902
 DV1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1902
 DV1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1902
 DV1902.The geoid height was determined by GEOID03.
 DV1902
 DV1902;                    North         East     Units Scale Factor Converg.
 DV1902;SPC AZ W     -   288,152.096   240,348.587   MT  0.99994231   +0 09 39.3
 DV1902;SPC AZ W     -   945,380.89    788,545.23   iFT  0.99994231   +0 09 39.3
 DV1902;SPC AZ C     -   289,171.202    70,192.748   MT  1.00015262   -0 51 13.5
 DV1902;SPC AZ C     -   948,724.42    230,291.17   iFT  1.00015262   -0 51 13.5
 DV1902;UTM  12      - 3,720,331.029   271,806.544   MT  1.00024201   -1 21 41.2
 DV1902
 DV1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1902!SPC AZ W     -   0.99992393  x   0.99994231  =   0.99986625
 DV1902!SPC AZ C     -   0.99992393  x   1.00015262  =   1.00007654
 DV1902!UTM  12      -   0.99992393  x   1.00024201  =   1.00016593
 DV1902
 DV1902|---------------------------------------------------------------------|
 DV1902| PID    Reference Object                     Distance      Geod. Az  |
 DV1902|                                                           dddmmss.s |
 DV1902| CH2270 FILM RM 1                             9.043 METERS 12358     |
 DV1902| CH2777 54 D                                               2380144.8 |
 DV1902| CH2271 FILM RM 2                             9.527 METERS 33114     |
 DV1902|---------------------------------------------------------------------|
 DV1902
 DV1902                          SUPERSEDED SURVEY CONTROL
 DV1902
 DV1902  NAD 83(1986)-  33 35 53.94921(N)    113 27 33.16563(W) AD(       ) 2
 DV1902  NAD 27      -  33 35 53.82690(N)    113 27 30.44660(W) AD(       ) 2
 DV1902  NGVD 29 (07/19/86)  515.0    (m)         1690.     (f) VERT ANG       
 DV1902
 DV1902.Superseded values are not recommended for survey control.
 DV1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1902.See file dsdata.txt to determine how the superseded data were derived.
 DV1902
 DV1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7180720331(NAD 83)
 DV1902_MARKER: DE = TRAVERSE STATION DISK
 DV1902_SETTING: 66 = SET IN ROCK OUTCROP
 DV1902
 DV1902  HISTORY     - Date     Condition        Report By
 DV1902  HISTORY     - 1962     MONUMENTED       CGS
 DV1902
 DV1902                          STATION DESCRIPTION
 DV1902
 DV1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1902'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SALOME,
 DV1902'ABOUT 7 MILES WEST OF THE YUMA-MARICOPA COUNTY LINE, ABOUT
 DV1902'5 MILES SOUTHWEST OF THE SALOME-HASSAYAMPA ROAD AND IS ABOUT
 DV1902'HALF WAY UP THE SOUTH SLOPE OF HILL WHICH IS LOCALLY KNOWN
 DV1902'AS LONE MOUNTAIN.
 DV1902'
 DV1902'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO
 DV1902'SOUTHERLY ON SURFACED ROAD FOR 7.4 MILES TO THE END OF SURFACED
 DV1902'ROAD, CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 1.7 MILES TO
 DV1902'A CROSSROAD, PIPELINE CROSSING AND A SIGN DON B CO., TURN
 DV1902'RIGHT, GO SOUTH FOR 0.45 MILE TO FORKS AND BUILDINGS, KEEP
 DV1902'RIGHT AND CONTINUE SOUTH PASSING BETWEEN BUILDINGS FOR 1.4
 DV1902'MILES TO FORKS AND CORRAL ON RIGHT, CONTINUE SOUTH, LEFT FORK
 DV1902'FOR 2.65 MILES TO GATE AND A DIRT POND ON LEFT, PASS THROUGH
 DV1902'GATE AND CONTINUE SOUTH ON PIPELINE ROAD FOR 3.65 MILES TO
 DV1902'TRACK CROSSROAD.  (TURN RIGHT GO WESTERLY ON TRACK ROAD FOR
 DV1902'0.35 MILE TO THE AZIMUTH MARK ON LEFT.) TURN LEFT, GO EAST
 DV1902'ON TRACK ROAD FOR 0.8 MILE TO A T ROAD, TURN LEFT, GO
 DV1902'NORTH ON TRACK ROAD FOR 0.45 MILE TO POINT WHERE ROAD TURN
 DV1902'RIGHT, CONTINUE NORTH 0.05 MILE, TURN LEFT AND FOLLOW DIM
 DV1902'TRACK ROAD WESTERLY FOR 0.2 MILE, TURN RIGHT, GO
 DV1902'NORTHERLY FOR 0.15 MILE TO THE BASE OF HILL AND THE END OF
 DV1902'TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEAST UP SLOPE TO
 DV1902'THE STATION.  ABOUT 15 MINUTES.
 DV1902'
 DV1902'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 DV1902'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ON THE
 DV1902'SOUTHWEST SIDE AND IS STAMPED FILM 1962.
 DV1902'
 DV1902'R.M. 1, A STANDARD REFERENCE DISK SET A DRILL HOLE IN TOP
 DV1902'OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES AND IS
 DV1902'ABOUT 2 FEET LOWER THAN THE STATION, DISK IS STAMPED FILM
 DV1902'NO 1 1962.
 DV1902'
 DV1902'R.M. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1902'OUTCROPPING BEDROCK WHICH IS 3 X 4 FEET, PROJECTS ABOUT 3
 DV1902'FEET AND IS STAMPED FILM NO 2 1962.
 DV1902'
 DV1902'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DV1902'DISK SET IN TOP OF 6 INCH SQUARE CONCRETE POST PROJECTING ABOUT
 DV1902'12 INCHES AND IS STAMPED 54 D 1951.  THE MARK IS 27 FEET
 DV1902'SOUTHWEST OF CENTER OF TRACK ROAD AND 1.9 FEET SOUTHWEST
 DV1902'OF WITNESS POST.
 DV1902'
 DV1902'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0591 ***********************************************************************
 FP0591  DESIGNATION -  FILTRO
 FP0591  PID         -  FP0591
 FP0591  STATE/COUNTY-  AZ/APACHE
 FP0591  USGS QUAD   -  CHAMBERS (1971)
 FP0591
 FP0591                         *CURRENT SURVEY CONTROL
 FP0591  ___________________________________________________________________
 FP0591* NAD 83(1992)-  35 13 35.16814(N)    109 23 40.99771(W)     ADJUSTED  
 FP0591* NAVD 88     -      1900.     (meters)    6234.     (feet)  SCALED    
 FP0591  ___________________________________________________________________
 FP0591  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FP0591  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0591
 FP0591  HORZ ORDER  -  SECOND
 FP0591
 FP0591.The horizontal coordinates were established by classical geodetic methods
 FP0591.and adjusted by the National Geodetic Survey in August 1993..
 FP0591
 FP0591.The orthometric height was scaled from a topographic map.
 FP0591
 FP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0591
 FP0591.The geoid height was determined by GEOID03.
 FP0591
 FP0591;                    North         East     Units Scale Factor Converg.
 FP0591;SPC AZ E     -   468,966.119   283,628.464   MT  0.99996083   +0 26 43.0
 FP0591;SPC AZ E     - 1,538,602.75    930,539.58   iFT  0.99996083   +0 26 43.0
 FP0591;UTM  12      - 3,899,334.989   646,086.082   MT  0.99986301   +0 55 34.0
 FP0591
 FP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0591!SPC AZ E     -   0.99970542  x   0.99996083  =   0.99966626
 FP0591!UTM  12      -   0.99970542  x   0.99986301  =   0.99956847
 FP0591
 FP0591|---------------------------------------------------------------------|
 FP0591| PID    Reference Object                     Distance      Geod. Az  |
 FP0591|                                                           dddmmss.s |
 FP0591| CD3421 FILTRO RM 1                           7.001 METERS 17345     |
 FP0591| CD3420 FILTRO AZ MK                                       2415547.0 |
 FP0591| CD3422 FILTRO RM 2                           7.630 METERS 28023     |
 FP0591|---------------------------------------------------------------------|
 FP0591
 FP0591                          SUPERSEDED SURVEY CONTROL
 FP0591
 FP0591  NAD 83(1986)-  35 13 35.16534(N)    109 23 40.99935(W) AD(       ) 2
 FP0591  NAD 27      -  35 13 35.06400(N)    109 23 38.61700(W) AD(       ) 2
 FP0591
 FP0591.Superseded values are not recommended for survey control.
 FP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0591.See file dsdata.txt to determine how the superseded data were derived.
 FP0591
 FP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4608699335(NAD 83)
 FP0591_MARKER: DS = TRIANGULATION STATION DISK
 FP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0591
 FP0591  HISTORY     - Date     Condition        Report By
 FP0591  HISTORY     - 1936     MONUMENTED       CGS
 FP0591  HISTORY     - 1959     GOOD             CGS
 FP0591  HISTORY     - 1971     GOOD             USGS
 FP0591
 FP0591                          STATION DESCRIPTION
 FP0591
 FP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0591'THIS STATION IS ABOUT 5 MILES NORTHEAST OF CHAMBERS, ABOUT 4
 FP0591'MILES NORTHWEST OF SANDERS AND 3 MILES NORTH OF U.S. HIGHWAY 66.
 FP0591'IT IS ON A KNOLL ON THE SOUTH RIM OF THE MESA LYING EAST OF THE
 FP0591'PAINTED DESERT, ON PROPERTY LEASED BY THE FILTO MINING CO. OF
 FP0591'CALIFORNIA.  THE MARK IS SET AT THE SOUTH END OF THE KNOLL WHICH
 FP0591'IS COVERED WITH BUILDINGS, 36 FEET SOUTH OF THE SOUTHWEST CORNER
 FP0591'OF THE HOUSE NOW OCCUPIED BY W.A. MC DONALD, ON RANGE WITH THE
 FP0591'WEST END OF THE HOUSE.
 FP0591'
 FP0591'REFERENCE MARK NO. 1 IS SOUTH BY WEST OF THE STATION ON THE
 FP0591'SOUTH SLOPE OF THE KNOLL.
 FP0591'
 FP0591'REFERENCE MARK NO. 2 IS WEST BY NORTH OF THE STATION AT THE SOUTH
 FP0591'EDGE OF THE ROAD WHICH CIRCLES AROUND THE SUMMIT OF THE KNOLL.
 FP0591'
 FP0591'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, ALONG ROAD TO
 FP0591'THE STATION, AT CREST OF GRADE WHERE THE ROAD COMES UP ON THE
 FP0591'MESA.  IT IS 75 YARDS WEST OF THE RIM OF THE MESA, 30 FEET WEST
 FP0591'OF THE CENTER OF THE ROAD.
 FP0591'
 FP0591'TO REACH FROM CHAMBERS (FILLING STATION WITH SIGN CHAMBERS,
 FP0591'ARIZONA ON THE FRONT) GO EASTERLY ON U.S. HIGHWAY 66 FOR 0.8
 FP0591'MILE TO A BRIGHT DIRT ROAD LEFT (NORTHEAST).  TURN LEFT OFF THE
 FP0591'PAVEMENT AND FOLLOW IMPROVED DIRT ROAD FOR 1.0 MILE TO A Y.
 FP0591'BEAR LEFT AND FOLLOW UP HILL AND THEN TO THE RIGHT ALONG THE TOP
 FP0591'OF THE RIM FOR 1.8 MILES TO THE KNOLL COVERED WITH BUILDINGS,
 FP0591'AND THE STATION.
 FP0591'
 FP0591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FP0591'SET IN SQUARE CONCRETE MONUMENTS.
 FP0591
 FP0591                          STATION RECOVERY (1959)
 FP0591
 FP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SHL)
 FP0591'THE REFERENCE MARKS AND AZIMTUH MARK WAS FOUND IN GOOD CONDITION.
 FP0591'THE TOP OF THE STATION MARK HAD BEEN BROKEN OFF.  THE TOP PART
 FP0591'OF THE MARK WAS LIFTED AND THE UNDERGROUND STATION MARK WAS FOUND
 FP0591'IN GOOD CONDITION.  A PLUMB BENCH WAS SET OVER THE UNDERGROUND
 FP0591'STATION MARK AND A NEW SURFACE MARK WAS ESTABLISHED.
 FP0591'
 FP0591'TO REACH FROM THE SANTA FE RAILWAY DEPOT AT CHAMBERS, GO NORTH
 FP0591'NORTHEAST ON A GRADED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 66
 FP0591'(THIS CROSSROAD IS 0.1 MILE EAST OF THE CHIEFTAIN MOTEL),
 FP0591'CONTINUE AHEAD NORTH ON A BLADED ROAD FOR 0.7 MILE TO THE OLD
 FP0591'HIGHWAY, CROSS AND CONTINUE AHEAD NORTH NORTHEAST ON THE BLADED
 FP0591'ROAD FOR 1.7 MILE TO THE TOP OF THE MESA AND A Y-FORK.  TAKE
 FP0591'RIGHT, NORTHEAST AND EAST FOR 1.0 MILE TO THE STATION.  THIS IS
 FP0591'JUST EAST OF A NEW STRIP MINE AND JUST SOUTH OF THE REMAINS OF
 FP0591'THE BUILDINGS OF THE FILTRO MINING CO.
 FP0591
 FP0591                          STATION RECOVERY (1971)
 FP0591
 FP0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0591'TO REACH FROM THE U.S. POST OFFICE AT SANDERS, AZ., PROCEED NORTH
 FP0591'ON PAVED ROAD FOR 0.7 MILES TO T-RD EAST, CONTINUE NORTH-NORTHEAST
 FP0591'1.2 MILES TO CROSSROADS, TAKE LEFT FORK (NW) FOR 0.5 MILES TO ROAD
 FP0591'FORK, TAKE LEFT FORK 0.6 MILES TO Y-RD, TAKE LEFT FORK (WEST)
 FP0591'FOR 1.0 MILES TO ROAD FORK, TAKE LEFT FORK FOR 0.05 TO ROAD FORK
 FP0591'AND HOUSE ON RIGHT, TAKE LEFT FORK AND CONTINUE WEST FOR 0.7
 FP0591'MILES TO ROAD FORK, TAKE LEFT FORK (SW) FOR 0.2 MILES TO TRACK
 FP0591'ROAD LEFT, FOLLOW TRACK ROAD SOUTH FOR 0.4 MILES TO FENCE
 FP0591'AND END OF TRUCK TRAVEL.  PACK SOUTH OVER TOP FOR ABOUT 0.1
 FP0591'MILES TO SOUTH EDGE OF BLUFF AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0674 ***********************************************************************
 FP0674  DESIGNATION -  FILTRO RESET
 FP0674  PID         -  FP0674
 FP0674  STATE/COUNTY-  AZ/APACHE
 FP0674  USGS QUAD   -  CHAMBERS (1971)
 FP0674
 FP0674                         *CURRENT SURVEY CONTROL
 FP0674  ___________________________________________________________________
 FP0674* NAD 83(1992)-  35 13 35.15873(N)    109 23 40.98446(W)     ADJUSTED  
 FP0674* NAVD 88     -      1851.5    (meters)    6074.     (feet)  VERTCON   
 FP0674  ___________________________________________________________________
 FP0674  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FP0674  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0674
 FP0674  HORZ ORDER  -  SECOND
 FP0674
 FP0674.The horizontal coordinates were established by classical geodetic methods
 FP0674.and adjusted by the National Geodetic Survey in August 1993..
 FP0674
 FP0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0674
 FP0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0674
 FP0674.The geoid height was determined by GEOID03.
 FP0674
 FP0674;                    North         East     Units Scale Factor Converg.
 FP0674;SPC AZ E     -   468,965.831   283,628.801   MT  0.99996083   +0 26 43.0
 FP0674;SPC AZ E     - 1,538,601.81    930,540.69   iFT  0.99996083   +0 26 43.0
 FP0674;UTM  12      - 3,899,334.704   646,086.422   MT  0.99986301   +0 55 34.0
 FP0674
 FP0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0674!SPC AZ E     -   0.99971301  x   0.99996083  =   0.99967386
 FP0674!UTM  12      -   0.99971301  x   0.99986301  =   0.99957606
 FP0674
 FP0674|---------------------------------------------------------------------|
 FP0674| PID    Reference Object                     Distance      Geod. Az  |
 FP0674|                                                           dddmmss.s |
 FP0674| CD3421 FILTRO RM 1                           7.037 METERS 17346     |
 FP0674| CD3420 FILTRO AZ MK                                       2415621.1 |
 FP0674| CD3422 FILTRO RM 2                           7.620 METERS 28010     |
 FP0674|---------------------------------------------------------------------|
 FP0674
 FP0674                          SUPERSEDED SURVEY CONTROL
 FP0674
 FP0674  NAD 83(1986)-  35 13 35.15412(N)    109 23 40.98326(W) AD(       ) 2
 FP0674  NGVD 29 (01/29/91) 1850.6    (m)         6072.     (f) VERT ANG       
 FP0674
 FP0674.Superseded values are not recommended for survey control.
 FP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0674.See file dsdata.txt to determine how the superseded data were derived.
 FP0674
 FP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4608699335(NAD 83)
 FP0674_MARKER: DS = TRIANGULATION STATION DISK
 FP0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0674+STABILITY: SURFACE MOTION
 FP0674
 FP0674  HISTORY     - Date     Condition        Report By
 FP0674  HISTORY     - 1959     MONUMENTED       CGS
 FP0674  HISTORY     - 1971     GOOD             CGS
 FP0674  HISTORY     - 1982     GOOD             AZDT
 FP0674
 FP0674                          STATION DESCRIPTION
 FP0674
 FP0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0674'THE REFERENCE MARKS AND AZIMTUH MARK WAS FOUND IN GOOD CONDITION.
 FP0674'THE TOP OF THE STATION MARK HAD BEEN BROKEN OFF.  THE TOP PART
 FP0674'OF THE MARK WAS LIFTED AND THE UNDERGROUND STATION MARK WAS FOUND
 FP0674'IN GOOD CONDITION.  A PLUMB BENCH WAS SET OVER THE UNDERGROUND
 FP0674'STATION MARK AND A NEW SURFACE MARK WAS ESTABLISHED.
 FP0674'
 FP0674'TO REACH FROM THE SANTA FE RAILWAY DEPOT AT CHAMBERS, GO NORTH
 FP0674'NORTHEAST ON A GRADED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 66
 FP0674'(THIS CROSSROAD IS 0.1 MILE EAST OF THE CHIEFTAIN MOTEL),
 FP0674'CONTINUE AHEAD NORTH ON A BLADED ROAD FOR 0.7 MILE TO THE OLD
 FP0674'HIGHWAY, CROSS AND CONTINUE AHEAD NORTH NORTHEAST ON THE BLADED
 FP0674'ROAD FOR 1.7 MILE TO THE TOP OF THE MESA AND A Y-FORK.  TAKE
 FP0674'RIGHT, NORTHEAST AND EAST FOR 1.0 MILE TO THE STATION.  THIS IS
 FP0674'JUST EAST OF A NEW STRIP MINE AND JUST SOUTH OF THE REMAINS OF
 FP0674'THE BUILDINGS OF THE FILTRO MINING CO.
 FP0674
 FP0674                          STATION RECOVERY (1971)
 FP0674
 FP0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 FP0674'TO REACH FROM THE U.S. POST OFFICE AT SANDERS, AZ., PROCEED NORTH
 FP0674'ON PAVED ROAD FOR 0.7 MILES TO T-RD EAST, CONTINUE NORTH-NORTHEAST
 FP0674'1.2 MILES TO CROSSROADS, TAKE LEFT FORK (NW) FOR 0.5 MILES TO ROAD
 FP0674'FORK, TAKE LEFT FORK 0.6 MILES TO Y-RD, TAKE LEFT FORK (WEST)
 FP0674'FOR 1.0 MILES TO ROAD FORK, TAKE LEFT FORK FOR 0.05 TO ROAD FORK
 FP0674'AND HOUSE ON RIGHT, TAKE LEFT FORK AND CONTINUE WEST FOR 0.7
 FP0674'MILES TO ROAD FORK, TAKE LEFT FORK (SW) FOR 0.2 MILES TO TRACK
 FP0674'ROAD LEFT, FOLLOW TRACK ROAD SOUTH FOR 0.4 MILES TO FENCE
 FP0674'AND END OF TRUCK TRAVEL.  PACK SOUTH OVER TOP FOR ABOUT 0.1
 FP0674'MILES TO SOUTH EDGE OF BLUFF AND STATION MARK.
 FP0674
 FP0674                          STATION RECOVERY (1982)
 FP0674
 FP0674'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0674'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FP0674'DESCRIBED AND REPORTED IN GOOD CONDITION.  ABOUT 1/2 MINUTE DIFFERENCE
 FP0674'WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND 13 MINUTES
 FP0674'DIFFERENCE IN DIRECTION TO RM 2.  A NEW ROUTE TO THE STATION FOLLOWS.
 FP0674'
 FP0674'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH FOR
 FP0674'0.10 MILE TO INTERSTATE HIGHWAY 40 FRONTAGE ROAD.  TRAVEL WEST ALONG
 FP0674'THE NORTH FRONTAGE ROAD FOR 5.6 MILES TO A SIDE ROAD RIGHT AT A CATTLE
 FP0674'GUARD.  TURN RIGHT FOR 50 FEET AND TURN RIGHT AGAIN ON MAIN TRACK ROAD
 FP0674'FOR 0.15 MILE TO TRAIL ROAD LEADING NORTH.  TURN LEFT FOR 0.8 MILE TO
 FP0674'A T-ROAD LEFT.  TURN LEFT AND CONTINUE NORTH FOR 0.45 MILE TO A T-ROAD
 FP0674'PARALLEL TO A POWER LINE.  TURN RIGHT FOR 0.9 MILE TO A T-ROAD LEFT.
 FP0674'TURN LEFT AND TRAVEL NORTH FOR 0.65 MILE TO A FORK.  THE AZIMUTH MARK
 FP0674'IS 0.2 MILE ALONG THE LEFT FORT.  TURN RIGHT FOR 0.4 MILE TO A FORK
 FP0674'TAKE THE LEFT FORK FOR 0.6 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0576 ***********************************************************************
 FP0576  DESIGNATION -  FIN
 FP0576  PID         -  FP0576
 FP0576  STATE/COUNTY-  AZ/APACHE
 FP0576  USGS QUAD   -  LUPTON (1971)
 FP0576
 FP0576                         *CURRENT SURVEY CONTROL
 FP0576  ___________________________________________________________________
 FP0576* NAD 83(1992)-  35 20 08.89590(N)    109 02 57.48708(W)     ADJUSTED  
 FP0576* NAVD 88     -      2150.     (meters)    7054.     (feet)  SCALED    
 FP0576  ___________________________________________________________________
 FP0576  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FP0576  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 FP0576
 FP0576  HORZ ORDER  -  SECOND
 FP0576
 FP0576.The horizontal coordinates were established by classical geodetic methods
 FP0576.and adjusted by the National Geodetic Survey in August 1993..
 FP0576
 FP0576.The orthometric height was scaled from a topographic map.
 FP0576
 FP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0576
 FP0576.The geoid height was determined by GEOID03.
 FP0576
 FP0576;                    North         East     Units Scale Factor Converg.
 FP0576;SPC AZ E     -   481,398.746   314,935.700   MT  1.00002711   +0 38 46.7
 FP0576;SPC AZ E     - 1,579,392.21  1,033,253.61   iFT  1.00002711   +0 38 46.7
 FP0576;SPC NM W     -   481,512.356   719,458.289   MT  1.00006721   -0 42 12.1
 FP0576;SPC NM W     - 1,579,761.79  2,360,422.74   sFT  1.00006721   -0 42 12.1
 FP0576;UTM  12      - 3,912,029.407   677,285.584   MT  0.99998735   +1 07 42.7
 FP0576
 FP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0576!SPC AZ E     -   0.99966607  x   1.00002711  =   0.99969317
 FP0576!SPC NM W     -   0.99966607  x   1.00006721  =   0.99973326
 FP0576!UTM  12      -   0.99966607  x   0.99998735  =   0.99965343
 FP0576
 FP0576:                Primary Azimuth Mark                     Grid Az
 FP0576:SPC AZ E     -  LINE                                     003 40 18.9
 FP0576:SPC NM W     -  LINE                                     005 01 17.7
 FP0576:UTM  12      -  LINE                                     003 11 22.9
 FP0576
 FP0576|---------------------------------------------------------------------|
 FP0576| PID    Reference Object                     Distance      Geod. Az  |
 FP0576|                                                           dddmmss.s |
 FP0576| FP0248 LINE                                APPROX. 2.9 KM 0041905.6 |
 FP0576| CD3423 FIN RM 1                              8.745 METERS 16604     |
 FP0576| CD3424 FIN RM 2                              5.662 METERS 27322     |
 FP0576|---------------------------------------------------------------------|
 FP0576
 FP0576                          SUPERSEDED SURVEY CONTROL
 FP0576
 FP0576  NAD 83(1986)-  35 20 08.89473(N)    109 02 57.48772(W) AD(       ) 2
 FP0576  NAD 27      -  35 20 08.79990(N)    109 02 55.16230(W) AD(       ) 2
 FP0576
 FP0576.Superseded values are not recommended for survey control.
 FP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0576.See file dsdata.txt to determine how the superseded data were derived.
 FP0576
 FP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7728612029(NAD 83)
 FP0576_MARKER: DS = TRIANGULATION STATION DISK
 FP0576_SETTING: 80 = SET IN A BOULDER
 FP0576_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0576
 FP0576  HISTORY     - Date     Condition        Report By
 FP0576  HISTORY     - 1959     MONUMENTED       CGS
 FP0576
 FP0576                          STATION DESCRIPTION
 FP0576
 FP0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0576'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF LUPTON NEAR THE
 FP0576'ARIZONA-NEW MEXICO BORDER AND ON THE NORTHWEST PART OF A HIGH
 FP0576'MESA.
 FP0576'
 FP0576'TO REACH THE STATION FROM THE POST OFFICE AT LUPTON GO
 FP0576'NORTHEAST ON U.S. HIGHWAY 66 FOR 0.3 MILE TO A CROSSROAD,
 FP0576'TURN RGHT ACROSS THE RAILROAD TRACKS AND GO SOUTHEAST ON
 FP0576'THE TRACK ROAD FOR 0.4 MILE TO THE RIVER AND THE END OF TRUCK
 FP0576'TRAVEL IN WET WEATHER.  IF THE RIVER IS DRY IT IS POSSIBLE
 FP0576'TO CROSS THEN FOLLOW THE TRACK ROAD SOUTH TO SOME TREES AND A
 FP0576'HOUSE, A DISTANCE OF ABOUT 0.3 MILE.  FROM HERE PACK SOUTHEAST
 FP0576'UP THE STEEP WASH TO THE TOP OF THE CLIFF, THEN PACK SOUTH
 FP0576'ACROSS THE MESA FOR ABOUT 200 YARDS TO THE STATION.  LENGTH
 FP0576'OF PACK ABOUT 1 HOUR.
 FP0576'
 FP0576'THE STATION MARK, STAMPED FIN 1959, IS A STANDARD DISK CEMENTED
 FP0576'IN A DRILL HOLE IN A BOULDER.  IT IS 8 FEET EAST OF A CAIRN.
 FP0576'
 FP0576'REFERENCE MARK NO. 1, STAMPED FIN NO 1 1959, IS A STANDARD
 FP0576'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0576'2 FEET.  IT IS 26 FEET SOUTH OF A CAIRN.
 FP0576'
 FP0576'REFERENCE MARK NO. 2, STAMPED FIN NO 2 1959 IS A STANDARD
 FP0576'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0576'2 FEET.  IT IS 14 FEET NORTHWEST OF A CAIRN.
 FP0576'
 FP0576'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 38.6 FEET.
 FP0576'
 FP0576'STATION LINE WILL SERVE AS THE AZIMUTH MARK, SEE DESCRIPTION
 FP0576'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0597 ***********************************************************************
 GP0597  DESIGNATION -  FINAL
 GP0597  PID         -  GP0597
 GP0597  STATE/COUNTY-  AZ/COCONINO
 GP0597  USGS QUAD   -  WALHALLA PLATEAU (1988)
 GP0597
 GP0597                         *CURRENT SURVEY CONTROL
 GP0597  ___________________________________________________________________
 GP0597* NAD 83(1992)-  36 08 32.34210(N)    111 54 28.62686(W)     ADJUSTED  
 GP0597* NAVD 88     -      2413.8    (meters)    7919.     (feet)  VERTCON   
 GP0597  ___________________________________________________________________
 GP0597  LAPLACE CORR-          -9.86  (seconds)                    DEFLEC99
 GP0597  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0597
 GP0597  HORZ ORDER  -  FIRST
 GP0597
 GP0597.The horizontal coordinates were established by classical geodetic methods
 GP0597.and adjusted by the National Geodetic Survey in August 1993..
 GP0597
 GP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0597
 GP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0597
 GP0597.The geoid height was determined by GEOID03.
 GP0597
 GP0597;                    North         East     Units Scale Factor Converg.
 GP0597;SPC AZ C     -   570,302.914   214,144.262   MT  0.99990001   +0 00 18.5
 GP0597;SPC AZ C     - 1,871,072.55    702,573.04   iFT  0.99990001   +0 00 18.5
 GP0597;UTM  12      - 4,000,115.451   418,314.686   MT  0.99968221   -0 32 07.9
 GP0597
 GP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0597!SPC AZ C     -   0.99962494  x   0.99990001  =   0.99952498
 GP0597!UTM  12      -   0.99962494  x   0.99968221  =   0.99930726
 GP0597
 GP0597:                Primary Azimuth Mark                     Grid Az
 GP0597:SPC AZ C     -  DESERT VIEW INDIAN WATCH TOWER           145 58 11.0
 GP0597:UTM  12      -  DESERT VIEW INDIAN WATCH TOWER           146 30 37.4
 GP0597
 GP0597|---------------------------------------------------------------------|
 GP0597| PID    Reference Object                     Distance      Geod. Az  |
 GP0597|                                                           dddmmss.s |
 GP0597| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX.13.2 KM 1455829.5 |
 GP0597| CH2273 FINAL RM 2                            2.940 METERS 17529     |
 GP0597| GP0596 ZOROASTER TEMPLE ROCK PINNACLE      APPROX. 6.4 KM 2024703.5 |
 GP0597| GP0595 ROYAL RESET                         APPROX. 4.6 KM 2325601.3 |
 GP0597| CH2272 FINAL RM 1                            7.545 METERS 27032     |
 GP0597|---------------------------------------------------------------------|
 GP0597
 GP0597                          SUPERSEDED SURVEY CONTROL
 GP0597
 GP0597  NAD 83(1986)-  36 08 32.34274(N)    111 54 28.62319(W) AD(       ) 1
 GP0597  NAD 27      -  36 08 32.39500(N)    111 54 26.03500(W) AD(       ) 1
 GP0597  NGVD 29 (05/08/89) 2412.8    (m)         7916.     (f) VERT ANG       
 GP0597
 GP0597.Superseded values are not recommended for survey control.
 GP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0597.See file dsdata.txt to determine how the superseded data were derived.
 GP0597
 GP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1831500115(NAD 83)
 GP0597_MARKER: DS = TRIANGULATION STATION DISK
 GP0597_SETTING: 80 = SET IN A BOULDER
 GP0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0597+STABILITY: SURFACE MOTION
 GP0597
 GP0597  HISTORY     - Date     Condition        Report By
 GP0597  HISTORY     - 1903     MONUMENTED       USGS
 GP0597  HISTORY     - 1933     GOOD             USGS
 GP0597  HISTORY     - 1934     GOOD             USGS
 GP0597  HISTORY     - 1952     GOOD             CGS
 GP0597  HISTORY     - 1956     GOOD             USGS
 GP0597  HISTORY     - 1972     GOOD             AZHD
 GP0597
 GP0597                          STATION DESCRIPTION
 GP0597
 GP0597'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0597'LOCATED ON SOUTHEASTERN EXTREMITY OF GREENLAND HEADLAND,
 GP0597'PROMINENT POINT KNOWN AS CAPE FINAL.
 GP0597'
 GP0597'TO REACH FROM GREENLAND SPRING, TAKE SADDLE HORSES.
 GP0597'
 GP0597'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0597'IN LIMESTONE ROCK.
 GP0597'
 GP0597'RMS--NONE SET.
 GP0597
 GP0597                          STATION RECOVERY (1933)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GP0597'RECOVERED IN GOOD CONDITION.
 GP0597
 GP0597                          STATION RECOVERY (1934)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0597'STATION IS LOCATED WITHIN THE BOUNDARIES OF GRAND CANYON
 GP0597'NATIONAL PARK ON THE MOST EASTERN EXTREMITY OF CAPE FINAL
 GP0597'WHICH IS ON THE NORTH RIM OF THE GRAND CANYON.  THE STATION
 GP0597'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 1903,
 GP0597'SET IN OUTCROPPING BEDROCK.  TWO REFERENCE
 GP0597'MARKS WERE ESTABLISHED.
 GP0597'
 GP0597'REACHED FROM U.S. HIGHWAY 89 BY TAKING THE PAVED ROAD SOUTH
 GP0597'FROM JACOB LAKE JUNCTION TO A JUNCTION OF ROADS WITH SIGNS
 GP0597'DESIGNATING ROUTES TO POINT IMPERIAL AND CAPE ROYAL.  TAKE
 GP0597'THE RIGHT FORK TOWARD CAPE ROYAL FOR 12.3 MILES, TURN LEFT
 GP0597'ACROSS COUNTRY (TRIANGLE BLAZE ON PINE TREE TO LEFT OF ROAD
 GP0597'AT THIS POINT), GO 2.2 MILES ACROSS COUNTRY IN AN EASTERLY
 GP0597'DIRECTION TO THE END OF TRUCK TRAVEL.  FIVE MINUTES WALK
 GP0597'OUT THE POINT TO THE STATION.
 GP0597'
 GP0597'STATION ROYAL (U.S.G.S.), 4 MILES SOUTHWEST ON CAPE ROYAL
 GP0597'IS A GOOD AZIMUTH MARK.
 GP0597'
 GP0597'REFERENCE MARKS ARE SET AS DESCRIBED.
 GP0597
 GP0597                          STATION RECOVERY (1952)
 GP0597
 GP0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0597'STATION WAS RECOVERED, AND ALL THE MARKS WERE FOUND AS
 GP0597'DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION
 GP0597'IS ADEQUATE TO REACH THE STATION.  THERE IS NOW A GRAND CANYON
 GP0597'PARK SERVICE ROAD BLAZED TO THE STATION POINT.
 GP0597
 GP0597                          STATION RECOVERY (1956)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0597'RECOVERED IN GOOD CONDITION.
 GP0597
 GP0597                          STATION RECOVERY (1972)
 GP0597
 GP0597'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0597'GENERAL LOCATION WITHIN THE BOUNDARIES OF G.C.N.P. ON THE
 GP0597'MOST EASTERN EXTREMITY OF CAPE FINAL WHICH IS ON N. RIM OF
 GP0597'GRAND CAYON.
 GP0597'
 GP0597'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0597'
 GP0597'STATION MARK STD USGS BC SET IN BEDROCK OUTCROPPING
 GP0597'STAMPED 1903 (A BENCH MARK).
 GP0597'
 GP0597'REFERENCE MARKS STD USC AND GS BCS SET IN BEDROCK OUTCROPPING
 GP0597'STAMPED NO 1 AND NO 2 1934 RESPECTIVELY.
 GP0597'
 GP0597'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0926 ***********************************************************************
 DU0926  DESIGNATION -  FINCH AZ MK
 DU0926  PID         -  DU0926
 DU0926  STATE/COUNTY-  AZ/MARICOPA
 DU0926  USGS QUAD   -  MESA (1982)
 DU0926
 DU0926                         *CURRENT SURVEY CONTROL
 DU0926  ___________________________________________________________________
 DU0926* NAD 83(1986)-  33 27 55.     (N)    111 51 26.     (W)     SCALED    
 DU0926* NAVD 88     -       372.18   (+/-2cm)    1221.1    (feet)  VERTCON   
 DU0926  ___________________________________________________________________
 DU0926  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0926
 DU0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0926
 DU0926.The horizontal coordinates were scaled from a topographic map and have
 DU0926.an estimated accuracy of +/- 6 seconds.
 DU0926
 DU0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0926.The vertical order pertains to the NGVD 29 superseded value.
 DU0926
 DU0926.The geoid height was determined by GEOID03.
 DU0926
 DU0926;                    North         East    Units  Estimated Accuracy
 DU0926;SPC AZ C     -   273,350.      218,890.      MT  (+/- 180 meters Scaled)
 DU0926
 DU0926                          SUPERSEDED SURVEY CONTROL
 DU0926
 DU0926  NGVD 29 (??/??/92)  371.605  (m)         1219.17   (f) ADJ UNCH    2 0
 DU0926
 DU0926.Superseded values are not recommended for survey control.
 DU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0926.See file dsdata.txt to determine how the superseded data were derived.
 DU0926
 DU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203031(NAD 83)
 DU0926_MARKER: DZ = AZIMUTH MARK DISK
 DU0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0926_SP_SET: RETAINING WALL
 DU0926_STAMPING: FINCH 1963
 DU0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0926
 DU0926  HISTORY     - Date     Condition        Report By
 DU0926  HISTORY     - 1963     MONUMENTED       CGS
 DU0926  HISTORY     - 1970     GOOD             NGS
 DU0926
 DU0926                          STATION DESCRIPTION
 DU0926
 DU0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0926'4.0 MI E FROM SCOTTSDALE.
 DU0926'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0926'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0926'DIRT ROAD, SET IN TOP OF THE NORTH END OF THE EAST RETAINING WALL OF
 DU0926'AN IRRIGATION RESERVOIR, 50 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0926'ROAD, 46 FEET WEST OF THE CENTER OF THE DIRT ROAD, 18 FEET NORTH OF AN
 DU0926'IRRIGATION PUMP, 27.5 FEET SOUTHWEST OF A FENCE CORNER, AND ABOUT
 DU0926'LEVEL WITH THE ROAD.
 DU0926
 DU0926                          STATION RECOVERY (1970)
 DU0926
 DU0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0928 ***********************************************************************
 DU0928  DESIGNATION -  FINCH RM 1
 DU0928  PID         -  DU0928
 DU0928  STATE/COUNTY-  AZ/MARICOPA
 DU0928  USGS QUAD   -  MESA (1982)
 DU0928
 DU0928                         *CURRENT SURVEY CONTROL
 DU0928  ___________________________________________________________________
 DU0928* NAD 83(1986)-  33 27 37.     (N)    111 51 26.     (W)     SCALED    
 DU0928* NAVD 88     -       369.94   (+/-2cm)    1213.7    (feet)  VERTCON   
 DU0928  ___________________________________________________________________
 DU0928  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0928
 DU0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0928
 DU0928.The horizontal coordinates were scaled from a topographic map and have
 DU0928.an estimated accuracy of +/- 6 seconds.
 DU0928
 DU0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0928.The vertical order pertains to the NGVD 29 superseded value.
 DU0928
 DU0928.The geoid height was determined by GEOID03.
 DU0928
 DU0928;                    North         East    Units  Estimated Accuracy
 DU0928;SPC AZ C     -   272,800.      218,890.      MT  (+/- 180 meters Scaled)
 DU0928
 DU0928                          SUPERSEDED SURVEY CONTROL
 DU0928
 DU0928  NGVD 29 (??/??/92)  369.363  (m)         1211.82   (f) ADJ UNCH    2 0
 DU0928
 DU0928.Superseded values are not recommended for survey control.
 DU0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0928.See file dsdata.txt to determine how the superseded data were derived.
 DU0928
 DU0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203026(NAD 83)
 DU0928_MARKER: DR = REFERENCE MARK DISK
 DU0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0928_STAMPING: FINCH NO 1 1963
 DU0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0928+STABILITY: SURFACE MOTION
 DU0928
 DU0928  HISTORY     - Date     Condition        Report By
 DU0928  HISTORY     - 1963     MONUMENTED       CGS
 DU0928  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0928
 DU0928                          STATION DESCRIPTION
 DU0928
 DU0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0928'4.35 MI SE FROM SCOTTSDALE.
 DU0928'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0928'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.35 MILE
 DU0928'SOUTH ALONG A DIRT ROAD, 41.9 FEET NORTH OF TRAVERSE STATION FINCH, 24
 DU0928'FEET EAST OF THE CENTER OF THE ROAD, 64 FEET SOUTHEAST OF A POWER POLE
 DU0928'WITH A TRANSFORMER, 2.5 FEET WEST OF A FENCE, 45.5 FEET NORTH OF A
 DU0928'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DU0928'THE GROUND.
 DU0928
 DU0928                          STATION RECOVERY (1970)
 DU0928
 DU0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0930 ***********************************************************************
 DU0930  DESIGNATION -  FINCH RM 2
 DU0930  PID         -  DU0930
 DU0930  STATE/COUNTY-  AZ/MARICOPA
 DU0930  USGS QUAD   -  MESA (1982)
 DU0930
 DU0930                         *CURRENT SURVEY CONTROL
 DU0930  ___________________________________________________________________
 DU0930* NAD 83(1986)-  33 27 37.     (N)    111 51 26.     (W)     SCALED    
 DU0930* NAVD 88     -       369.93   (+/-2cm)    1213.7    (feet)  VERTCON   
 DU0930  ___________________________________________________________________
 DU0930  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0930
 DU0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0930
 DU0930.The horizontal coordinates were scaled from a topographic map and have
 DU0930.an estimated accuracy of +/- 6 seconds.
 DU0930
 DU0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0930.The vertical order pertains to the NGVD 29 superseded value.
 DU0930
 DU0930.The geoid height was determined by GEOID03.
 DU0930
 DU0930;                    North         East    Units  Estimated Accuracy
 DU0930;SPC AZ C     -   272,800.      218,890.      MT  (+/- 180 meters Scaled)
 DU0930
 DU0930                          SUPERSEDED SURVEY CONTROL
 DU0930
 DU0930  NGVD 29 (??/??/92)  369.355  (m)         1211.79   (f) ADJ UNCH    2 0
 DU0930
 DU0930.Superseded values are not recommended for survey control.
 DU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0930.See file dsdata.txt to determine how the superseded data were derived.
 DU0930
 DU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203026(NAD 83)
 DU0930_MARKER: DR = REFERENCE MARK DISK
 DU0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0930_STAMPING: FINCH NO 2 1963
 DU0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0930+STABILITY: SURFACE MOTION
 DU0930
 DU0930  HISTORY     - Date     Condition        Report By
 DU0930  HISTORY     - 1963     MONUMENTED       CGS
 DU0930  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0930
 DU0930                          STATION DESCRIPTION
 DU0930
 DU0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0930'4.35 MI SE FROM SCOTTSDALE.
 DU0930'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0930'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.35 MILE
 DU0930'SOUTH ALONG A DIRT ROAD, 45.5 FEET SOUTH OF TRAVERSE STATION FINCH,
 DU0930'24.5 FEET EAST OF THE CENTER OF THE ROAD, 3 FEET WEST OF A FENCE, 42.0
 DU0930'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DU0930'POST PROJECTING 2 INCHES.
 DU0930
 DU0930                          STATION RECOVERY (1970)
 DU0930
 DU0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0642 ***********************************************************************
 FQ0642  DESIGNATION -  FIRE CTRL MAP PT 7.8
 FQ0642  PID         -  FQ0642
 FQ0642  STATE/COUNTY-  AZ/COCONINO
 FQ0642  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0642
 FQ0642                         *CURRENT SURVEY CONTROL
 FQ0642  ___________________________________________________________________
 FQ0642* NAD 83(1992)-  35 02 00.12363(N)    111 37 49.37974(W)     ADJUSTED  
 FQ0642* NAVD 88     -      2332.     (meters)    7651.     (feet)  SCALED    
 FQ0642  ___________________________________________________________________
 FQ0642  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FQ0642  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0642
 FQ0642  HORZ ORDER  -  SECOND
 FQ0642
 FQ0642.The horizontal coordinates were established by classical geodetic methods
 FQ0642.and adjusted by the National Geodetic Survey in August 1993..
 FQ0642
 FQ0642.The orthometric height was scaled from a topographic map.
 FQ0642
 FQ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0642
 FQ0642.The geoid height was determined by GEOID03.
 FQ0642
 FQ0642;                    North         East     Units Scale Factor Converg.
 FQ0642;SPC AZ C     -   447,313.147   239,481.100   MT  0.99990841   +0 09 51.6
 FQ0642;SPC AZ C     - 1,467,562.82    785,699.15   iFT  0.99990841   +0 09 51.6
 FQ0642;UTM  12      - 3,876,925.011   442,499.447   MT  0.99964075   -0 21 42.8
 FQ0642
 FQ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0642!SPC AZ C     -   0.99963775  x   0.99990841  =   0.99954619
 FQ0642!UTM  12      -   0.99963775  x   0.99964075  =   0.99927863
 FQ0642
 FQ0642                          SUPERSEDED SURVEY CONTROL
 FQ0642
 FQ0642  NAD 83(1986)-  35 02 00.12106(N)    111 37 49.37779(W) AD(       ) 2
 FQ0642  NAD 27      -  35 02 00.06670(N)    111 37 46.80740(W) AD(       ) 2
 FQ0642
 FQ0642.Superseded values are not recommended for survey control.
 FQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0642.See file dsdata.txt to determine how the superseded data were derived.
 FQ0642
 FQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4249976925(NAD 83)
 FQ0642_MARKER: DD = SURVEY DISK
 FQ0642_SETTING: 80 = SET IN A BOULDER
 FQ0642_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0642+STABILITY: SURFACE MOTION
 FQ0642
 FQ0642  HISTORY     - Date     Condition        Report By
 FQ0642  HISTORY     - 1959     MONUMENTED       CGS
 FQ0642
 FQ0642                          STATION DESCRIPTION
 FQ0642
 FQ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0642'AND ARIZONA STATE HIGHWAY 89A IN THE WEST SIDE OF FLAGSTAFF,
 FQ0642'GO SOUTH ON STATE HIGHWAY 89A FOR 1.6 MILES TO A Y-JUNCTION.
 FQ0642'TAKE THE LEFT FORK AS PER SIGN LAKE MARY, GO SOUTHEAST 5.8
 FQ0642'MILES TO A Y-FORK AT A SIGN 10 LOCKETT RANCH-12 ANTELOPE
 FQ0642'PARK-16 WEIMER SPRINGS.  TAKE THE RIGHT FORK AND FOLLOW THE
 FQ0642'GRADED ROAD SOUTH 8.5 MILES TO A T-ROAD AND A SIGN ON THE
 FQ0642'RIGHT, WEST.  TURN RIGHT AS PER SIGN 3 HOWARD MTN., GO 0.7 MILE
 FQ0642'TO A Y-FORK, KEEP RIGHT PASSING TO THE NORTH OF SOME OLD
 FQ0642'RUINED RANCH BUILDINGS GOING 1.0 MILE TO A T-ROAD, RIGHT.
 FQ0642'TURN RIGHT ON THE BLADED ROAD AND GO 0.7 MILE TO A PINE TREE,
 FQ0642'WITH A LARGE BLAZE, IN A LOW SADDLE.  TURN RIGHT AT THE
 FQ0642'BLAZED TREE AND GO NORTH 100 YARDS TO A BLAZED TREE.  TURN
 FQ0642'LEFT ON AN OLD SKID ROAD AND FOLLOW IT NORTHWEST FOR 0.3
 FQ0642'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0642'
 FQ0642'STATION MARK IS A STANDARD DEPARTMENT OF AGRICULTURE DISK,
 FQ0642'STAMPED FIRE CONTROL VISIBLE AREA MAP POINT, 7.8 1938, CEMENTED
 FQ0642'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1055 ***********************************************************************
 ES1055  DESIGNATION -  FIRST KNOLL
 ES1055  PID         -  ES1055
 ES1055  STATE/COUNTY-  AZ/NAVAJO
 ES1055  USGS QUAD   -  SNOWFLAKE (1970)
 ES1055
 ES1055                         *CURRENT SURVEY CONTROL
 ES1055  ___________________________________________________________________
 ES1055* NAD 83(1992)-  34 33 19.15943(N)    110 07 02.04764(W)     ADJUSTED  
 ES1055* NAVD 88     -      1811.9    (meters)    5945.     (feet)  VERTCON   
 ES1055  ___________________________________________________________________
 ES1055  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 ES1055  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES1055
 ES1055  HORZ ORDER  -  SECOND
 ES1055
 ES1055.The horizontal coordinates were established by classical geodetic methods
 ES1055.and adjusted by the National Geodetic Survey in August 1993..
 ES1055
 ES1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1055
 ES1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1055
 ES1055.The geoid height was determined by GEOID03.
 ES1055
 ES1055;                    North         East     Units Scale Factor Converg.
 ES1055;SPC AZ E     -   394,249.241   217,896.307   MT  0.99990025   +0 01 40.9
 ES1055;SPC AZ E     - 1,293,468.64    714,882.90   iFT  0.99990025   +0 01 40.9
 ES1055;UTM  12      - 3,824,085.671   580,988.231   MT  0.99968084   +0 30 02.6
 ES1055
 ES1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1055!SPC AZ E     -   0.99971946  x   0.99990025  =   0.99961973
 ES1055!UTM  12      -   0.99971946  x   0.99968084  =   0.99940039
 ES1055
 ES1055:                Primary Azimuth Mark                     Grid Az
 ES1055:SPC AZ E     -  P 45                                     110 44 12.1
 ES1055:UTM  12      -  P 45                                     110 15 50.4
 ES1055
 ES1055|---------------------------------------------------------------------|
 ES1055| PID    Reference Object                     Distance      Geod. Az  |
 ES1055|                                                           dddmmss.s |
 ES1055| ES0003 P 45                                APPROX. 3.6 KM 1104553.0 |
 ES1055| CD2884 FIRST KNOLL RM 2                     20.762 METERS 17003     |
 ES1055| CD2883 FIRST KNOLL RM 1                     19.417 METERS 25849     |
 ES1055|---------------------------------------------------------------------|
 ES1055
 ES1055                          SUPERSEDED SURVEY CONTROL
 ES1055
 ES1055  NAD 83(1986)-  34 33 19.15185(N)    110 07 02.05246(W) AD(       ) 2
 ES1055  NAD 27      -  34 33 19.03143(N)    110 06 59.63686(W) AD(       ) 2
 ES1055  NGVD 29 (07/19/86) 1811.0    (m)         5942.     (f) VERT ANG       
 ES1055
 ES1055.Superseded values are not recommended for survey control.
 ES1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1055.See file dsdata.txt to determine how the superseded data were derived.
 ES1055
 ES1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8098824086(NAD 83)
 ES1055_MARKER: DD = SURVEY DISK
 ES1055_SETTING: 66 = SET IN ROCK OUTCROP
 ES1055_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1055+STABILITY: POSITION/ELEVATION WELL
 ES1055
 ES1055  HISTORY     - Date     Condition        Report By
 ES1055  HISTORY     - 1932     MONUMENTED       USGS
 ES1055  HISTORY     - 1960     GOOD             USGS
 ES1055  HISTORY     - 1978     GOOD             USGS
 ES1055  HISTORY     - 1981     GOOD             AZDT
 ES1055
 ES1055                          STATION DESCRIPTION
 ES1055
 ES1055'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1055'RECOVERED IN GOOD CONDITION.
 ES1055'
 ES1055'TO REACH FROM SNOWFLAKE POST OFFICE, GO 2.35 MI N. ON STATE HWY.
 ES1055'77 TO TRACK RD. AND WIRE GATE ON LEFT.  TURN LEFT PASSING THROUGH
 ES1055'GATE AND FOLLOW MAIN-TRAVELED RD. 2.4 MI TO RD. ON LEFT.  TURN
 ES1055'LEFT CROSSING RR. TRACK AND GO 0.2 MI TO POINT IN RD. OPPOSITE
 ES1055'GATE ON RIGHT.  TURN RIGHT PASSING THROUGH GATE AND WORK WAY
 ES1055'CROSS-COUNTRY TO SOUTH END OF BUTTE 0.3 MI AND END OF TRUCK
 ES1055'TRAVEL.  ON TOP BUTTE.
 ES1055
 ES1055                          STATION RECOVERY (1978)
 ES1055
 ES1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (TT)
 ES1055'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF SNOWFLAKE,
 ES1055'ABOUT 0.25 MILES SOUTHWEST OF STATE HWY. 77, ON SUMMIT OF FIRST
 ES1055'KNOLL.
 ES1055'
 ES1055'THE STATION IS A STANDARD USGS BRONZE TABLET STAMPED FIRST
 ES1055'KNOLL 1932 AND IS CEMENTED IN ROCK OUTCROP.
 ES1055'
 ES1055'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK TABLET
 ES1055'STAMPED FIRST KNOLL NO. 2 1932 AND IS SET IN ROCK OUTCROP.
 ES1055'
 ES1055'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK TABLET
 ES1055'STAMPED FIRST KNOLL NO. 1 1932 AND IS CEMENTED IN ROCK OUTCROP.
 ES1055'
 ES1055'TO REACH THE STATION FROM THE R.R. DEPOT IN HOLBROOK, TRAVEL
 ES1055'SOUTH ON STATE ROUTE 77 FOR 25.7 MILES TO A WIRE GATE ON THE RIGHT,
 ES1055'PASS THROUGH GATE AND FOLLOW TRACK ROAD WESTERLY FOR 2.4 MILES
 ES1055'TO THE NORTH END OF KNOLL, STATION IS SOUTH OF CENTER OF TOP OF
 ES1055'KNOLL.  POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL DRIVE
 ES1055'VEHICLE.
 ES1055'
 ES1055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES1055
 ES1055                          STATION RECOVERY (1981)
 ES1055
 ES1055'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1055'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1938 ***********************************************************************
 DV1938  DESIGNATION -  FISH
 DV1938  PID         -  DV1938
 DV1938  STATE/COUNTY-  AZ/LA PAZ
 DV1938  USGS QUAD   -  LITTLE HORN MTN NE (1990)
 DV1938
 DV1938                         *CURRENT SURVEY CONTROL
 DV1938  ___________________________________________________________________
 DV1938* NAD 83(1992)-  33 28 49.45417(N)    113 33 35.53078(W)     ADJUSTED  
 DV1938* NAVD 88     -       687.7    (meters)    2256.     (feet)  VERTCON   
 DV1938  ___________________________________________________________________
 DV1938  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV1938  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DV1938
 DV1938  HORZ ORDER  -  SECOND
 DV1938
 DV1938.The horizontal coordinates were established by classical geodetic methods
 DV1938.and adjusted by the National Geodetic Survey in August 1993..
 DV1938
 DV1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1938
 DV1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1938
 DV1938.The geoid height was determined by GEOID03.
 DV1938
 DV1938;                    North         East     Units Scale Factor Converg.
 DV1938;SPC AZ W     -   275,052.552   231,030.209   MT  0.99993718   +0 06 17.6
 DV1938;SPC AZ W     -   902,403.39    757,973.13   iFT  0.99993718   +0 06 17.6
 DV1938;UTM  12      - 3,707,479.037   262,140.773   MT  1.00029757   -1 24 46.2
 DV1938
 DV1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1938!SPC AZ W     -   0.99989698  x   0.99993718  =   0.99983416
 DV1938!UTM  12      -   0.99989698  x   1.00029757  =   1.00019452
 DV1938
 DV1938:                Primary Azimuth Mark                     Grid Az
 DV1938:SPC AZ W     -  FISH AZ MK                               046 17 42.2
 DV1938:UTM  12      -  FISH AZ MK                               047 48 46.0
 DV1938
 DV1938|---------------------------------------------------------------------|
 DV1938| PID    Reference Object                     Distance      Geod. Az  |
 DV1938|                                                           dddmmss.s |
 DV1938| CH2277 FISH AZ MK                                         0462359.8 |
 DV1938| CH2278 FISH RM 1                             5.286 METERS 09916     |
 DV1938| CH2279 FISH RM 2                             4.635 METERS 20450     |
 DV1938| DV1939 FISH CAIRN                            1.830 METERS 30804     |
 DV1938|---------------------------------------------------------------------|
 DV1938
 DV1938                          SUPERSEDED SURVEY CONTROL
 DV1938
 DV1938  NAD 83(1986)-  33 28 49.44684(N)    113 33 35.54033(W) AD(       ) 2
 DV1938  NAD 27      -  33 28 49.32300(N)    113 33 32.81300(W) AD(       ) 2
 DV1938  NGVD 29 (07/19/86)  687.0    (m)         2254.     (f) VERT ANG       
 DV1938
 DV1938.Superseded values are not recommended for survey control.
 DV1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1938.See file dsdata.txt to determine how the superseded data were derived.
 DV1938
 DV1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6214107479(NAD 83)
 DV1938_MARKER: DS = TRIANGULATION STATION DISK
 DV1938_SETTING: 80 = SET IN A BOULDER
 DV1938_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1938
 DV1938  HISTORY     - Date     Condition        Report By
 DV1938  HISTORY     - 1949     MONUMENTED       CGS
 DV1938  HISTORY     - 1950     GOOD             CGS
 DV1938
 DV1938                          STATION DESCRIPTION
 DV1938
 DV1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1938'THE STATION IS LOCATED ON A LONE, ISOLATED, MALPAIS BUTTE WHICH
 DV1938'LIES NEAR THE SOUTHEAST END OF THE RANEGRAS PLAINS.  THE BUTTE
 DV1938'LIES BETWEEN THE NORTH END OF EAGLE TAIL MOUNTAINS AND CEMETERY
 DV1938'RIDGE.  THE STATION IS LOCATED ABOUT 16 PACES EAST OF THE HIGHEST
 DV1938'POINT, 6 FEET EAST OF A 6 FOOT CAIRN, PROJECTS 3 INCHES AND
 DV1938'IS STAMPED, FISH 1949.
 DV1938'
 DV1938'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DV1938'STATION, SET FLUSH AND IS STAMPED, FISH NO 1 1949.
 DV1938'
 DV1938'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DV1938'STATION, SET FLUSH AND IS STAMPED, FISH NO 2 1949.
 DV1938'
 DV1938'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON A
 DV1938'LOW, ROCK-COVERED KNOLL, ABOUT 18 FEET WEST OF A 4 FOOT CAIRN,
 DV1938'11 PACES NORTHEAST OF A 4X4 WITNESS POST PROJECTS 3 INCHES
 DV1938'AND IS STAMPED, FISH 1949.
 DV1938'
 DV1938'TO REACH FROM SALOME.  GO SOUTH ON DIRT ROAD TOWARD HASSAYAMPA
 DV1938'FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE RIGHT FORK
 DV1938'AND CONTINUE SOUTH FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 DV1938'AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK (WESTERLY)
 DV1938'AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTHWESTERLY,
 DV1938'AND GO 6.8 MILES ALONG THE MAIN TRAVELED ROAD TO SALOME FIELD.
 DV1938'CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A
 DV1938'Y-FORK.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A Y-FORK.
 DV1938'TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.2
 DV1938'MILES TO THE PIPE LINE AND ROAD AT SIGN VALVES 80 AND 81,
 DV1938'THIS ROAD IS 0.8 MILE EAST OF VALVES.  CROSS PIPE LINE AND
 DV1938'CONTINUE SOUTH ON A TRACK ROAD FOR 1.3 MILES TO A FORK.  TAKE
 DV1938'THE RIGHT FORK AND GO 1.7 MILES TO A REVERSE-Y.  CONTINUE
 DV1938'STRAIGHT AHEAD (SOUTHEAST) FOR 1.0 MILE TO A LARGE CAIRN
 DV1938'NEAR THE NORTHWEST END OF RIDGE AND AZIMUTH MARK AS
 DV1938'DESCRIBED ABOVE.  FROM THE AZIMUTH DRIVE WEST ACROSS
 DV1938'COUNTRY FOR APPROXIMATELY 0.5 MILE TO THE BASE OF STATION
 DV1938'PEAK, PACK TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DV1938'ABOVE.  A 1-HOUR PACK.
 DV1938
 DV1938                          STATION RECOVERY (1950)
 DV1938
 DV1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1938'THE 1948 DESCRIPTION OF STATIONS AND MARKS IS ADEQUATE.  ALL
 DV1938'MARKS RECOVERED IN GOOD CONDITION.
 DV1938'
 DV1938'REACHED FROM TONOPAH POST OFFICE BY GOING WEST FOR 8 MILES TO
 DV1938'JUNCTION OF ROAD WITH HASSAYMPA-SALOME ROAD, THENCE CONTINUING
 DV1938'ROAD TOWARDS SALOME FOR 8.6 MILES TO WHERE AN OLD SECTION LINE
 DV1938'ROAD LEADS DUE WEST.  GO WEST ON THE SECTION LINE ROAD FOR 9.7
 DV1938'MILES WHEN ROAD ANGLES NORTHWESTWARD FOR 0.8 MILE TO RANCH
 DV1938'BUILDINGS, CONTINUE WEST BY PASSING TO NORTH SIDE OF RANCH
 DV1938'YARD FOR 0.9 MILE TO A Y-INTERSECTION, TAKE LEFT FORK SOUTH
 DV1938'FOR 0.5 MILE, TURN RIGHT, WEST, FOR 0.7 MILE AND ROAD SWINGS
 DV1938'RIGHT FOR 0.4 MILE TO AN INTERSECTION, TURN LEFT, SOUTH, AND
 DV1938'CONTINUE 1.2 MILE TO A Y-INTERSECTION, TAKE RIGHT FORK FOR
 DV1938'1.5 MILES TO AIRWAY BEACON.  GO WEST 0.2 MILE ONTO GAS PIPE
 DV1938'LINE RIGHT-OF-WAY, TURN RIGHT ON THE RIGHT-OF-WAY FOR 9.6
 DV1938'MILES (THIS IS 0.8 MILE BEFORE REACHING VALVE NO. 81 OF THE
 DV1938'PIPE LINE), AND TURN LEFT ONTO A TRACK ROAD, SOUTH, AND GO 1.3
 DV1938'MILE WHEN BEAR RIGHT AND FOLLOW TRACKS SOUTHWARD ABOUT 2.5
 DV1938'MILES TO BEGINNING OF MALPAIS SLOPE ON EAST SIDE OF STATION BUTTE,
 DV1938'AND AZIMUTH MARK IS ON LOW MALPAIS BOULDER RIDGE.  END OF TRUCK
 DV1938'TRAVEL AT EDGE OF MALPAIS SLOPE, BUT WHICH HAS BEEN DRIVEN FOR
 DV1938'ABOUT 1/2 MILE IN PREVIOUS OCCUPATIONS.  FROM END OF TRUCK
 DV1938'TRAVEL PACK SOUTHWESTERLY TO SUMMIT OF BUTTE, ABOUT 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1939 ***********************************************************************
 DV1939  DESIGNATION -  FISH CAIRN
 DV1939  PID         -  DV1939
 DV1939  STATE/COUNTY-  AZ/LA PAZ
 DV1939  USGS QUAD   -  LITTLE HORN MTN NE (1990)
 DV1939
 DV1939                         *CURRENT SURVEY CONTROL
 DV1939  ___________________________________________________________________
 DV1939* NAD 83(1992)-  33 28 49.49079(N)    113 33 35.58659(W)     ADJUSTED  
 DV1939* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 DV1939  ___________________________________________________________________
 DV1939  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV1939  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DV1939
 DV1939  HORZ ORDER  -  THIRD
 DV1939
 DV1939.The horizontal coordinates were established by classical geodetic methods
 DV1939.and adjusted by the National Geodetic Survey in August 1993..
 DV1939
 DV1939.The orthometric height was scaled from a topographic map.
 DV1939
 DV1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1939
 DV1939.The geoid height was determined by GEOID03.
 DV1939
 DV1939;                    North         East     Units Scale Factor Converg.
 DV1939;SPC AZ W     -   275,053.678   231,028.766   MT  0.99993718   +0 06 17.6
 DV1939;SPC AZ W     -   902,407.08    757,968.39   iFT  0.99993718   +0 06 17.6
 DV1939;UTM  12      - 3,707,480.201   262,139.360   MT  1.00029758   -1 24 46.2
 DV1939
 DV1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1939!SPC AZ W     -   0.99989698  x   0.99993718  =   0.99983416
 DV1939!UTM  12      -   0.99989698  x   1.00029758  =   1.00019453
 DV1939
 DV1939                          SUPERSEDED SURVEY CONTROL
 DV1939
 DV1939  NAD 83(1986)-  33 28 49.48346(N)    113 33 35.59614(W) AD(       ) 4
 DV1939  NAD 27      -  33 28 49.36000(N)    113 33 32.86900(W) AD(       ) 3
 DV1939
 DV1939.Superseded values are not recommended for survey control.
 DV1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1939.See file dsdata.txt to determine how the superseded data were derived.
 DV1939
 DV1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6213907480(NAD 83)
 DV1939_MARKER: 72 = CAIRN
 DV1939
 DV1939  HISTORY     - Date     Condition        Report By
 DV1939  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1939
 DV1939                          STATION DESCRIPTION
 DV1939
 DV1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV1939'THE STATION IS LOCATED ON A LONE, ISOLATED, MALPAIS BUTTE WHICH
 DV1939'LIES NEAR THE SOUTHEAST END OF THE RANEGRAS PLAINS.  THE BUTTE
 DV1939'LIES BETWEEN THE NORTH END OF EAGLE TAIL MOUNTAINS AND CEMETERY
 DV1939'RIDGE.
 DV1939'
 DV1939'TO REACH FROM SALOME.  GO SOUTH ON DIRT ROAD TOWARD HASSAYAMPA
 DV1939'FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE RIGHT FORK
 DV1939'AND CONTINUE SOUTH FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 DV1939'AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK (WESTERLY)
 DV1939'AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTHWESTERLY,
 DV1939'AND GO 6.8 MILES ALONG THE MAIN TRAVELED ROAD TO SALOME FIELD.
 DV1939'CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A
 DV1939'Y-FORK.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A Y-FORK.
 DV1939'TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.2
 DV1939'MILES TO THE PIPE LINE AND ROAD AT SIGN VALVES 80 AND 81,
 DV1939'THIS ROAD IS 0.8 MILE EAST OF VALVES.  CROSS PIPE LINE AND
 DV1939'CONTINUE SOUTH ON A TRACK ROAD FOR 1.3 MILES TO A FORK.  TAKE
 DV1939'THE RIGHT FORK AND GO 1.7 MILES TO A REVERSE-Y.  CONTINUE
 DV1939'STRAIGHT AHEAD (SOUTHEAST) FOR 1.0 MILE TO A LARGE CAIRN
 DV1939'NEAR THE NORTHWEST END OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2032 ***********************************************************************
 DU2032  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2032  DESIGNATION -  FISH CREEK
 DU2032  PID         -  DU2032
 DU2032  STATE/COUNTY-  AZ/MARICOPA
 DU2032  USGS QUAD   -  HORSE MESA DAM (1978)
 DU2032
 DU2032                         *CURRENT SURVEY CONTROL
 DU2032  ___________________________________________________________________
 DU2032* NAD 83(1992)-  33 31 56.54992(N)    111 18 46.51606(W)     ADJUSTED  
 DU2032* NAVD 88     -       931.38   (meters)    3055.7    (feet)  GPS OBS   
 DU2032  ___________________________________________________________________
 DU2032  X           -  -1,934,646.282 (meters)                     COMP
 DU2032  Y           -  -4,958,806.556 (meters)                     COMP
 DU2032  Z           -   3,503,826.766 (meters)                     COMP
 DU2032  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 DU2032  ELLIP HEIGHT-         902.77  (meters)          (01/27/00) GPS OBS
 DU2032  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DU2032
 DU2032  HORZ ORDER  -  A
 DU2032  ELLP ORDER  -  FIRST     CLASS I
 DU2032
 DU2032.The horizontal coordinates were established by GPS observations
 DU2032.and adjusted by the National Geodetic Survey in January 2000..
 DU2032
 DU2032.The orthometric height was determined by GPS observations and a
 DU2032.high-resolution geoid model using precise GPS observation and
 DU2032.processing techniques.
 DU2032
 DU2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2032
 DU2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2032
 DU2032.The ellipsoidal height was determined by GPS observations
 DU2032.and is referenced to NAD 83.
 DU2032
 DU2032.The geoid height was determined by GEOID03.
 DU2032
 DU2032;                    North         East     Units Scale Factor Converg.
 DU2032;SPC AZ C     -   280,954.133   269,435.478   MT  0.99993875   +0 20 00.7
 DU2032;SPC AZ C     -   921,765.53    883,974.67   iFT  0.99993875   +0 20 00.7
 DU2032;UTM  12      - 3,710,352.441   470,944.972   MT  0.99961041   -0 10 22.3
 DU2032
 DU2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2032!SPC AZ C     -   0.99985829  x   0.99993875  =   0.99979705
 DU2032!UTM  12      -   0.99985829  x   0.99961041  =   0.99946876
 DU2032
 DU2032|---------------------------------------------------------------------|
 DU2032| PID    Reference Object                     Distance      Geod. Az  |
 DU2032|                                                           dddmmss.s |
 DU2032| CH5156 FISH CREEK RM 1                       6.032 METERS 01342     |
 DU2032| CH5155 FISH CREEK AZ MK                                   2353419.2 |
 DU2032| CH5157 FISH CREEK RM 2                       6.404 METERS 26312     |
 DU2032|---------------------------------------------------------------------|
 DU2032
 DU2032                          SUPERSEDED SURVEY CONTROL
 DU2032
 DU2032  NAD 83(1992)-  33 31 56.55173(N)    111 18 46.51437(W) AD(       ) 2
 DU2032  NAD 83(1986)-  33 31 56.54743(N)    111 18 46.51670(W) AD(       ) 2
 DU2032  NAD 27      -  33 31 56.36900(N)    111 18 44.05400(W) AD(       ) 2
 DU2032  NGVD 29 (07/19/86)  930.3    (m)         3052.     (f) VERT ANG       
 DU2032
 DU2032.Superseded values are not recommended for survey control.
 DU2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2032.See file dsdata.txt to determine how the superseded data were derived.
 DU2032
 DU2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7094510352(NAD 83)
 DU2032_MARKER: DS = TRIANGULATION STATION DISK
 DU2032_SETTING: 66 = SET IN ROCK OUTCROP
 DU2032_STAMPING: FISH CREEK 1946
 DU2032_MARK LOGO: CGS   
 DU2032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2032+STABILITY: POSITION/ELEVATION WELL
 DU2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2032+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DU2032
 DU2032  HISTORY     - Date     Condition        Report By
 DU2032  HISTORY     - 1946     MONUMENTED       CGS
 DU2032  HISTORY     - 1967     GOOD             AMS
 DU2032  HISTORY     - 1972     GOOD             AZHD
 DU2032  HISTORY     - 19981015 GOOD             AZ-013
 DU2032  HISTORY     - 20000401 GOOD             MCDOT
 DU2032  HISTORY     - 20060812 GOOD             GEOCAC
 DU2032
 DU2032                          STATION DESCRIPTION
 DU2032
 DU2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2032'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTHWEST OF
 DU2032'ROOSEVELT DAM, 100 YARDS SOUTHEAST OF WHERE THE APACHE TRAIL
 DU2032'CROSSES THE FIRST SUMMIT WEST OF FISH CREEK, ON THE HIGHEST POINT
 DU2032'OF A FLAT ROCKY RIDGE.  THE STATION MARK IS A BRONZE DISK
 DU2032'STAMPED, FISH CREEK 1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.
 DU2032'
 DU2032'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, FISH CREEK NO 1
 DU2032'1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.  IT IS NORTHEAST
 DU2032'OF AND 4 INCHES HIGHER THAN STATION MARK.
 DU2032'
 DU2032'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, FISH CREEK NO 2
 DU2032'1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.  IT IS WEST OF AND
 DU2032'8 INCHES LOWER THAN STATION MARK.
 DU2032'
 DU2032'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, FISH CREEK 1946, SET
 DU2032'IN OUTCROPPING BEDROCK FLUSH WITH GROUND LEVEL.  IT IS 0.6 MILE
 DU2032'SOUTHWEST OF STATION, 150 YARDS SOUTH OF THE INTERSECTION OF THE
 DU2032'APACHE TRAIL AND ROAD TO TORTILLA RANCH.  REACHED FROM END OF
 DU2032'TRUCK TRAVEL BY CONTINUING 1.1 MILE TO MARK ON LEFT.
 DU2032'
 DU2032'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO WEST ON
 DU2032'THE APACHE TRAIL 2.1 MILES TO A ROAD RIGHT AT ROOSEVELT DAM.
 DU2032'CONTINUE STRAIGHT AHEAD, LEFT, 15.6 MILES TO A HIGHWAY MAINTENANCE
 DU2032'CAMP ON LEFT.  CONTINUE 3.0 MILE TO BRIDGE OVER FISH CREEK.
 DU2032'CONTINUE UP GRADE 1.4 MILE TO SUMMIT AND END OF TRUCK TRAVEL.
 DU2032'FROM HERE WALK SOUTHEAST UP SLOPE 100 YARDS TO HIGHEST POINT
 DU2032'AND STATION AS DESCRIBED ABOVE.
 DU2032
 DU2032                          STATION RECOVERY (1967)
 DU2032
 DU2032'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU2032'STATION MARK, R.M.S AND AZ. MARK RECOVERED AS DESCRIBED, AZIMUTH
 DU2032'AND DISTANCE CHECKS RECORDED IN VOL. 12W. PG. 29
 DU2032
 DU2032                          STATION RECOVERY (1972)
 DU2032
 DU2032'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2032'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2032'WINSLOW TO PHOENIX.  (APPROX. 17 MILES S.W. OF ROOSEVELT DAM ON
 DU2032'APACHE TRAIL).
 DU2032'
 DU2032'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2032'
 DU2032'STATION MARK STD. USC AND GS B.C. STAMPED FISH CREEK 1946.
 DU2032'
 DU2032'REFERENCE MARKS NO. 1 AND NO. 2 STD. USC AND GS B.C. STAMPED
 DU2032'FISH CREEK 1946.
 DU2032
 DU2032                          STATION RECOVERY (1998)
 DU2032
 DU2032'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2032'RECOVERED AS DESCRIBED.
 DU2032
 DU2032                          STATION RECOVERY (2000)
 DU2032
 DU2032'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DU2032'RECOVERED AS DESCRIBED.
 DU2032
 DU2032                          STATION RECOVERY (2006)
 DU2032
 DU2032'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1170 ***********************************************************************
 CY1170  DESIGNATION -  FISHER
 CY1170  PID         -  CY1170
 CY1170  STATE/COUNTY-  AZ/COCHISE
 CY1170  USGS QUAD   -  FISHER HILLS (1979)
 CY1170
 CY1170                         *CURRENT SURVEY CONTROL
 CY1170  ___________________________________________________________________
 CY1170* NAD 83(1992)-  32 22 53.71930(N)    109 33 53.35902(W)     ADJUSTED  
 CY1170* NAVD 88     -      1312.2    (meters)    4305.     (feet)  VERTCON   
 CY1170  ___________________________________________________________________
 CY1170  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CY1170  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY1170
 CY1170  HORZ ORDER  -  FIRST
 CY1170
 CY1170.The horizontal coordinates were established by classical geodetic methods
 CY1170.and adjusted by the National Geodetic Survey in August 1993..
 CY1170
 CY1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1170
 CY1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1170
 CY1170.The geoid height was determined by GEOID03.
 CY1170
 CY1170;                    North         East     Units Scale Factor Converg.
 CY1170;SPC AZ E     -   153,336.508   269,988.191   MT  0.99993953   +0 19 20.4
 CY1170;SPC AZ E     -   503,072.53    885,788.03   iFT  0.99993953   +0 19 20.4
 CY1170;UTM  12      - 3,583,638.832   635,001.871   MT  0.99982475   +0 46 07.4
 CY1170
 CY1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1170!SPC AZ E     -   0.99979823  x   0.99993953  =   0.99973777
 CY1170!UTM  12      -   0.99979823  x   0.99982475  =   0.99962301
 CY1170
 CY1170:                Primary Azimuth Mark                     Grid Az
 CY1170:SPC AZ E     -  BOWIE LOADING CHUTE                      127 11 54.4
 CY1170:UTM  12      -  BOWIE LOADING CHUTE                      126 45 07.4
 CY1170
 CY1170|---------------------------------------------------------------------|
 CY1170| PID    Reference Object                     Distance      Geod. Az  |
 CY1170|                                                           dddmmss.s |
 CY1170| CY1164 BOWIE LOADING CHUTE                 APPROX. 9.8 KM 1273114.8 |
 CY1170| CY1163 BOWIE WATER TANK                    APPROX. 9.6 KM 1274407.1 |
 CY1170| CY1169 GILMAN CAIRN                         18.593 METERS 13028     |
 CY1170| CC7386 FISHER RM 1                           6.217 METERS 14801     |
 CY1170| CC7385 FISHER AZ MK                                       2301601.8 |
 CY1170| CC7387 FISHER RM 2                           9.244 METERS 26255     |
 CY1170|---------------------------------------------------------------------|
 CY1170
 CY1170                          SUPERSEDED SURVEY CONTROL
 CY1170
 CY1170  NAD 83(1986)-  32 22 53.71449(N)    109 33 53.35624(W) AD(       ) 1
 CY1170  NAD 27      -  32 22 53.45600(N)    109 33 51.11100(W) AD(       ) 1
 CY1170  NGVD 29 (07/19/86) 1311.4    (m)         4302.     (f) VERT ANG       
 CY1170
 CY1170.Superseded values are not recommended for survey control.
 CY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1170.See file dsdata.txt to determine how the superseded data were derived.
 CY1170
 CY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3500283639(NAD 83)
 CY1170_MARKER: DS = TRIANGULATION STATION DISK
 CY1170_SETTING: 66 = SET IN ROCK OUTCROP
 CY1170_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1170+STABILITY: POSITION/ELEVATION WELL
 CY1170
 CY1170  HISTORY     - Date     Condition        Report By
 CY1170  HISTORY     - 1945     MONUMENTED       CGS
 CY1170  HISTORY     - 1956     GOOD             USE
 CY1170  HISTORY     - 1960     GOOD             CGS
 CY1170  HISTORY     - 1983     GOOD             AZDT
 CY1170
 CY1170                          STATION DESCRIPTION
 CY1170
 CY1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1170'STATION IS ON THE HIGHEST PART OF THE LOWEST AND MOST SE
 CY1170'HILL IN THE GROUP OF HILLS SHOWN ON THE U.S. GEOLOGICAL
 CY1170'SURVEY CHARTS AS FISHER HILLS.  AND IS LOCATED BY APPROXIMATE
 CY1170'AIR LINE DISTANCES, 6 MILES NW OF BOWIE, 4 MILES ENE OF THE
 CY1170'JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY 86, 3 MILES
 CY1170'S OF THE COCHISE-GRAHAM COUNTY LINE, AND 1/4 MILE NNW OF
 CY1170'THE UX RANCH.
 CY1170'
 CY1170'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO N
 CY1170'0.1 MILE ACROSS THE RAILROAD TRACKS, TAKE THE FIRST LEFT
 CY1170'TURN AND FOLLOW THE MAIN GRADED ROAD W 0.4 MILE TO A FORK.
 CY1170'TAKE THE LEFT FORK FOR 0.15 MILE, THENCE LEFT FORK AGAIN
 CY1170'AND CONTINUE ALONG THE N SIDE OF THE SOUTHERN PACIFIC CO.
 CY1170'RAILROAD TRACKS ON THE MAIN GRAVEL ROAD FOR 4.4 MILES TO
 CY1170'A ROAD RIGHT JUST BEFORE REACHING A GATE IN A FENCE LINE.
 CY1170'(NOTE--TO REACH THE AZIMUTH MARK FROM HERE, GO THROUGH THE
 CY1170'GATE AND CONTINUE W FOR 1.6 MILES TO WHERE A BRIDGE HAS BEEN
 CY1170'WASHED OUT.  THE AZIMUTH MARK IS SET IN THE NW CONCRETE
 CY1170'ABUTMENT.) TURN RIGHT AND FOLLOW THE MAIN ROAD ALONG THE
 CY1170'E SIDE OF THE FENCE LINE 1.8 MILES TO A TRACK ROAD FORKING
 CY1170'BACK TO THE RIGHT JUST AFTER CROSSING A LARGE WASH, AND
 CY1170'1/4 MILE BEFORE REACHING THE UX RANCH.  TURN BACK TO THE
 CY1170'RIGHT ON THE TRACK ROAD FOR 0.2 MILE, THENCE LEFT FORK
 CY1170'FOR 0.35 MILE.  HERE TURN LEFT ACROSS COUNTRY FOR 1/4
 CY1170'MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF THE
 CY1170'HILL.  PACK SSW FOR ABOUT 1/4 HOUR TO THE TOP AND THE
 CY1170'STATION.
 CY1170'
 CY1170'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 CY1170'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE
 CY1170'THE GROUND AND IS STAMPED FISHER 1945.  IT IS 61 FEET NW
 CY1170'OF STATION GILMAN (U.S.G.S. 1940) (NOT OCCUPIED.  A ROCK
 CY1170'CAIRN ABOUT 5 FEET IN DIAMETER AND 4 FEET HIGH IS THE ONLY
 CY1170'STATION MARK.) AND 34-1/2 FEET NE OF AN OLD FENCE LINE.
 CY1170'
 CY1170'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1170'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE
 CY1170'THE GROUND AND IS STAMPED FISHER NO 1 1945.  IT IS SSE OF THE
 CY1170'STATION AND ABOUT 6 INCHES LOWER.
 CY1170'
 CY1170'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1170'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 CY1170'ABOVE THE GROUND AND IS STAMPED FISHER NO 2 1945.  IT IS W
 CY1170'OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 CY1170'
 CY1170'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 CY1170'IN THE NE END OF THE NW CONCRETE ABUTMENT OF A WASHED OUT
 CY1170'BRIDGE.  IT IS SW OF THE STATION, 20.8 FEET S OF THE NEAREST
 CY1170'WOOD TELEPHONE POLE, 8.0 FEET SE OF A 4- BY 4-INCH WHITE
 CY1170'WITNESS POST, AND IS STAMPED FISHER 1945.
 CY1170
 CY1170                          STATION RECOVERY (1956)
 CY1170
 CY1170'RECOVERY NOTE BY US ENGINEERS 1956
 CY1170'STATION RECOVERED AS DESCRIBED.
 CY1170'
 CY1170'AZIMUTH MARK NOT SEARCHED FOR.
 CY1170
 CY1170                          STATION RECOVERY (1960)
 CY1170
 CY1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1170'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 CY1170'IN VERY GOOD CONDITION.  THE HORIZONTAL ANGLE TO THE AZIMUTH
 CY1170'MARK WAS NOT MEASURED.
 CY1170
 CY1170                          STATION RECOVERY (1983)
 CY1170
 CY1170'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1170'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CY1170'DESCRIBED IN 1945.
 CY1170'
 CY1170'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1170'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1170'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.8 MILES TO THE
 CY1170'JUNCTION WITH STATE ROUTE 266, CONTINUE SOUTH ALONG U.S. 666 FOR 14.4
 CY1170'MILES TO A PAVED ROAD LEFT.  TURN LEFT AND TRAVEL SOUTHEAST FOR 3.2
 CY1170'MILES TO A GRADED ROAD LEFT NEAR A CATTLE GUARD.  TURN LEFT AND TRAVEL
 CY1170'EAST FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 CY1170'FOR 3.65 MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD FOR 75 FEET
 CY1170'TO A TRACK ROAD LEFT.  TURN LEFT AND TRAVEL NORTH ALONG THE EAST SIDE
 CY1170'OF A FENCELINE FOR 1.5 MILES TO A FENCE CORNER.  TURN LEFT AND TRAVEL
 CY1170'NORTH ALONG A FENCELINE FOR 1.6 MILES TO A FENCE CORNER.  TURN RIGHT
 CY1170'AND TRAVEL NORTH FOR 0.85 MILE TO A FORK.  TAKE THE LEFT FORK WEST AND
 CY1170'NORTH TO A FENCE CORNER ON A DAM.  TURN LEFT CROSSING ON TOP OF DAM
 CY1170'FOR 0.3 MILE TO A ROAD LEADING RIGHT IN SPILLWAY.  TRAVEL NORTH FOR
 CY1170'0.55 MILE TO A EAST-WEST FENCELINE.  TURN LEFT ALONG A FENCELINE FOR
 CY1170'0.25 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE HIGH POINT AT
 CY1170'THE EAST END OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0854 ***********************************************************************
 ES0854  DESIGNATION -  FISHER
 ES0854  PID         -  ES0854
 ES0854  STATE/COUNTY-  AZ/COCONINO
 ES0854  USGS QUAD   -  HAY LAKE (1970)
 ES0854
 ES0854                         *CURRENT SURVEY CONTROL
 ES0854  ___________________________________________________________________
 ES0854* NAD 83(1992)-  34 37 37.40328(N)    111 08 24.93806(W)     ADJUSTED  
 ES0854* NAVD 88     -      2092.0    (meters)    6864.     (feet)  VERTCON   
 ES0854  ___________________________________________________________________
 ES0854  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ES0854  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ES0854
 ES0854  HORZ ORDER  -  SECOND
 ES0854
 ES0854.The horizontal coordinates were established by classical geodetic methods
 ES0854.and adjusted by the National Geodetic Survey in August 1993..
 ES0854
 ES0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0854
 ES0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0854
 ES0854.The geoid height was determined by GEOID03.
 ES0854
 ES0854;                    North         East     Units Scale Factor Converg.
 ES0854;SPC AZ C     -   402,479.149   284,550.425   MT  0.99996245   +0 26 28.3
 ES0854;SPC AZ C     - 1,320,469.65    933,564.39   iFT  0.99996245   +0 26 28.3
 ES0854;UTM  12      - 3,831,695.257   487,143.187   MT  0.99960204   -0 04 46.9
 ES0854
 ES0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0854!SPC AZ C     -   0.99967541  x   0.99996245  =   0.99963787
 ES0854!UTM  12      -   0.99967541  x   0.99960204  =   0.99927758
 ES0854
 ES0854:                Primary Azimuth Mark                     Grid Az
 ES0854:SPC AZ C     -  NATIONAL                                 092 08 02.2
 ES0854:UTM  12      -  NATIONAL                                 092 39 17.4
 ES0854
 ES0854|---------------------------------------------------------------------|
 ES0854| PID    Reference Object                     Distance      Geod. Az  |
 ES0854|                                                           dddmmss.s |
 ES0854| ES0869 NATIONAL                            APPROX. 0.7 KM 0923430.5 |
 ES0854| ES0862 HORSE                               APPROX. 1.8 KM 2551953.3 |
 ES0854|---------------------------------------------------------------------|
 ES0854
 ES0854                          SUPERSEDED SURVEY CONTROL
 ES0854
 ES0854  NAD 83(1986)-  34 37 37.39631(N)    111 08 24.94206(W) AD(       ) 2
 ES0854  NGVD 29 (07/10/87) 2091.1    (m)         6861.     (f) VERT ANG       
 ES0854
 ES0854.Superseded values are not recommended for survey control.
 ES0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0854.See file dsdata.txt to determine how the superseded data were derived.
 ES0854
 ES0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8714331695(NAD 83)
 ES0854_MARKER: DS = TRIANGULATION STATION DISK
 ES0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0854+STABILITY: SURFACE MOTION
 ES0854
 ES0854  HISTORY     - Date     Condition        Report By
 ES0854  HISTORY     - 1981     MONUMENTED       AZDT
 ES0854  HISTORY     - 19980813 GOOD             USPSQD
 ES0854
 ES0854                          STATION DESCRIPTION
 ES0854
 ES0854'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0854'THE STATION IS LOCATED 3 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0854'STATION ALONG ARIZONA HIGHWAY 87.
 ES0854'
 ES0854'THE STATION MARK IS AN AZDT DISK STAMPED---FISHER 1981---SET IN
 ES0854'TOP OF A 10 INCH CONCRETE MONUMENT 62 FEET NORTH OF THE CENTERLINE OF
 ES0854'THE HIGHWAY, 49 FEET EAST OF FOREST TRAIL 317 AND 4 FEET SOUTH OF A
 ES0854'CAIRN.
 ES0854'
 ES0854'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0854'
 ES0854'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0854'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0854'CONTINUE NORTH ALONG THE HIGHWAY FOR 3.05 MILES TO FOREST TRAIL 317 ON
 ES0854'THE LEFT.  THE STATION IS JUST EAST OF THE TRAIL.
 ES0854
 ES0854                          STATION RECOVERY (1998)
 ES0854
 ES0854'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1124 ***********************************************************************
 DV1124  DESIGNATION -  FIVE
 DV1124  PID         -  DV1124
 DV1124  STATE/COUNTY-  AZ/LA PAZ
 DV1124  USGS QUAD   -  HOPE SW (1990)
 DV1124
 DV1124                         *CURRENT SURVEY CONTROL
 DV1124  ___________________________________________________________________
 DV1124* NAD 83(1992)-  33 36 57.03241(N)    113 40 42.98282(W)     ADJUSTED  
 DV1124* NAVD 88     -       382.08   (+/-2cm)    1253.5    (feet)  VERTCON   
 DV1124  ___________________________________________________________________
 DV1124  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DV1124  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1124
 DV1124  HORZ ORDER  -  SECOND
 DV1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1124
 DV1124.The horizontal coordinates were established by classical geodetic methods
 DV1124.and adjusted by the National Geodetic Survey in August 1993..
 DV1124
 DV1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1124.The vertical order pertains to the NGVD 29 superseded value.
 DV1124
 DV1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1124
 DV1124.The geoid height was determined by GEOID03.
 DV1124
 DV1124;                    North         East     Units Scale Factor Converg.
 DV1124;SPC AZ W     -   290,059.711   219,984.790   MT  0.99993387   +0 02 22.3
 DV1124;SPC AZ W     -   951,639.47    721,734.88   iFT  0.99993387   +0 02 22.3
 DV1124;UTM  12      - 3,722,780.017   251,493.248   MT  1.00036141   -1 29 01.3
 DV1124
 DV1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1124!SPC AZ W     -   0.99994493  x   0.99993387  =   0.99987880
 DV1124!UTM  12      -   0.99994493  x   1.00036141  =   1.00030632
 DV1124
 DV1124|---------------------------------------------------------------------|
 DV1124| PID    Reference Object                     Distance      Geod. Az  |
 DV1124|                                                           dddmmss.s |
 DV1124| DV1123 FIVE RM 1                            18.180 METERS 05859     |
 DV1124| DV1125 FIVE RM 2                            20.098 METERS 17728     |
 DV1124| CH2280 FIVE AZ MK                                         2010719.7 |
 DV1124|---------------------------------------------------------------------|
 DV1124
 DV1124                          SUPERSEDED SURVEY CONTROL
 DV1124
 DV1124  NAD 83(1986)-  33 36 57.02636(N)    113 40 42.99594(W) AD(       ) 2
 DV1124  NAD 27      -  33 36 56.90550(N)    113 40 40.24450(W) AD(       ) 2
 DV1124  NGVD 29 (??/??/92)  381.402  (m)         1251.32   (f) ADJ UNCH    2 0
 DV1124
 DV1124.Superseded values are not recommended for survey control.
 DV1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1124.See file dsdata.txt to determine how the superseded data were derived.
 DV1124
 DV1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5149322780(NAD 83)
 DV1124_MARKER: DE = TRAVERSE STATION DISK
 DV1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1124_STAMPING: FIVE 1962
 DV1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1124+STABILITY: SURFACE MOTION
 DV1124
 DV1124  HISTORY     - Date     Condition        Report By
 DV1124  HISTORY     - 1962     MONUMENTED       CGS
 DV1124  HISTORY     - 1962     GOOD             CGS
 DV1124  HISTORY     - 1981     GOOD             NGS
 DV1124  HISTORY     - 19870212 GOOD             USGS
 DV1124
 DV1124                          STATION DESCRIPTION
 DV1124
 DV1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1124'STATION IS LOCATED ABOUT 15 MILES EAST-SOUTHEAST OF BRENDA,
 DV1124'ABOUT 10 MILES SOUTH OF HOPE AND ABOUT 1-1/2 MILES NORTH OF
 DV1124'A EARTHEN WATER TANK.
 DV1124'
 DV1124'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60, 70 AND STATE
 DV1124'ROUTE 72 AT HOPE, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR
 DV1124'3.65 MILES TO CROSSROAD AND SHELL SERVICE STATION ON RIGHT,
 DV1124'TURN LEFT AND GO SOUTH ON MAIN BLADED ROAD FOR 3.4 MILES TO
 DV1124'MATHEWS RANCH HOUSE ON RIGHT, CONTINUE SOUTH ON MAIN BLADED ROAD
 DV1124'FOR 4.5 MILES TO BLADED SIDE ROAD LEFT, TURN LEFT AND GO
 DV1124'EASTERLY FOLLOWING MAIN BLADED ROAD FOR 5.3 MILES TO A FENCE
 DV1124'CORNER, KEEP TO THE RIGHT OF FENCE AND GO EASTERLY FOLLOWING
 DV1124'ALONG FENCE FOR 0.3 MILE TO FENCE CORNER AN A EARTHEN WATER
 DV1124'TANK ON LEFT, BEAR LEFT AND GO NORTHERLY FOLLOWING TRACK
 DV1124'ROAD TO FENCE, THENCE NORTHEASTERLY FOLLOWING FENCE FOR 0.7
 DV1124'MILE TO THE FENCE CORNER, TURN LEFT AND GO NORTHWEST ALONG
 DV1124'RIGHT SIDE OF FENCE FOR 1.2 MILES TO FENCE CORNER AND
 DV1124'THE AZIMUTH MARK, BEAR RIGHT AND GO NORTH-NORTHEASTERLY ON
 DV1124'TRACK ROAD FOR 0.4 MILE TO STATION AS DESCRIBED.
 DV1124'
 DV1124'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FIVE 1962, IS
 DV1124'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1124'ABOUT 4 INCHES.  THE MARK IS 22 FEET EAST OF THE CENTER OF
 DV1124'TRACK ROAD AND 8 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 DV1124'
 DV1124'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FIVE NO
 DV1124'1 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1124'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS 58.5
 DV1124'FEET EAST-NORTHEAST OF THE WITNESS POST.
 DV1124'
 DV1124'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FIVE NO
 DV1124'2 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 DV1124'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS 73.6 FEET
 DV1124'SOUTH OF THE WITNESS POST.
 DV1124'
 DV1124'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FIVE 1962, IS
 DV1124'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1124'ABOVE THE GROUND ABOUT 6 INCHES.  THE MARK IS 7 FEET SOUTHEAST
 DV1124'OF THE FENCE CORNER AND WITNESS POST AND 1.5 FEET NORTHEAST
 DV1124'OF THE FENCE.
 DV1124'
 DV1124'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 DV1124
 DV1124                          STATION RECOVERY (1962)
 DV1124
 DV1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1124'18.0 MI SW FROM SALOME.
 DV1124'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1124'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1124'THENCE 3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1124'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1124'ABOUT 0.2 MILE SOUTH IN FLAT OPEN DESERT, 7.9 FEET SOUTHEAST OF A
 DV1124'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 DV1124'INCHES.
 DV1124
 DV1124                          STATION RECOVERY (1981)
 DV1124
 DV1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1124'RECOVERED AS DESCRIBED.
 DV1124
 DV1124                          STATION RECOVERY (1987)
 DV1124
 DV1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2237 ***********************************************************************
 DV2237  DESIGNATION -  FIVE
 DV2237  PID         -  DV2237
 DV2237  STATE/COUNTY-  AZ/MARICOPA
 DV2237  USGS QUAD   -  FOWLER (1982)
 DV2237
 DV2237                         *CURRENT SURVEY CONTROL
 DV2237  ___________________________________________________________________
 DV2237* NAD 83(1992)-  33 27 43.46642(N)    112 10 10.25386(W)     ADJUSTED  
 DV2237* NAVD 88     -       327.9    (meters)    1076.     (feet)  VERTCON   
 DV2237  ___________________________________________________________________
 DV2237  X           -  -2,009,997.026 (meters)                     COMP
 DV2237  Y           -  -4,932,848.177 (meters)                     COMP
 DV2237  Z           -   3,496,990.036 (meters)                     COMP
 DV2237  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DV2237  ELLIP HEIGHT-         297.88  (meters)          (06/11/02) GPS OBS
 DV2237  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV2237
 DV2237  HORZ ORDER  -  FIRST
 DV2237  ELLP ORDER  -  FOURTH    CLASS II
 DV2237
 DV2237.The horizontal coordinates were established by GPS observations
 DV2237.and adjusted by the National Geodetic Survey in August 1993..
 DV2237
 DV2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2237
 DV2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2237
 DV2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2237
 DV2237.The ellipsoidal height was determined by GPS observations
 DV2237.and is referenced to NAD 83.
 DV2237
 DV2237.The geoid height was determined by GEOID03.
 DV2237
 DV2237;                    North         East     Units Scale Factor Converg.
 DV2237;SPC AZ C     -   273,022.983   189,856.773   MT  0.99990681   -0 08 21.9
 DV2237;SPC AZ C     -   895,744.69    622,889.68   iFT  0.99990681   -0 08 21.9
 DV2237;UTM  12      - 3,703,126.059   391,318.834   MT  0.99974562   -0 38 41.7
 DV2237
 DV2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2237!SPC AZ C     -   0.99995324  x   0.99990681  =   0.99986005
 DV2237!UTM  12      -   0.99995324  x   0.99974562  =   0.99969887
 DV2237
 DV2237                          SUPERSEDED SURVEY CONTROL
 DV2237
 DV2237  ELLIP H (08/23/93)  297.97   (m)                       GP(       ) 4 2
 DV2237  NAD 83(1986)-  33 27 43.46061(N)    112 10 10.25921(W) AD(       ) 1
 DV2237  NGVD 29 (09/11/89)  327.2    (m)         1073.     (f) GPS OBS        
 DV2237
 DV2237.Superseded values are not recommended for survey control.
 DV2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2237.See file dsdata.txt to determine how the superseded data were derived.
 DV2237
 DV2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9131903126(NAD 83)
 DV2237_MARKER: DD = SURVEY DISK
 DV2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2237+STABILITY: SURFACE MOTION
 DV2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2237+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV2237
 DV2237  HISTORY     - Date     Condition        Report By
 DV2237  HISTORY     - 1986     MONUMENTED       AZDT
 DV2237  HISTORY     - 19960217 GOOD             USPSQD
 DV2237  HISTORY     - 20060325 GOOD             USPSQD
 DV2237
 DV2237                          STATION DESCRIPTION
 DV2237
 DV2237'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2237'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) WEST-NORTHWEST OF
 DV2237'DOWNTOWN PHOENIX, ARIZONA.
 DV2237'
 DV2237'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2237'AND 51ST AVENUE IN PHOENIX AND TO THE STATION ON THE SOUTHWEST
 DV2237'CORNER.
 DV2237'
 DV2237'THE STATION IS A STANDARD AGS DISK
 DV2237'STAMPED---FIVE 1986---,
 DV2237'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2237'25 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DV2237'7.89 METERS (25.9 FT) SOUTH FROM A CHAIN LINK FENCE,
 DV2237'1.52 METERS (5.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2237'1.34 METERS (4.4 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2237'33.34 METERS (109.4 FT) WEST FROM THE 51ST AVENUE MEDIAN CENTERLINE,
 DV2237'13.1 METERS (43.0 FT) NORTH FROM A CHAIN LINK RIGHT-OF-WAY FENCE.
 DV2237'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2237'STAMPED---FIVE 1986---,
 DV2237'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2237
 DV2237                          STATION RECOVERY (1996)
 DV2237
 DV2237'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2237'RECOVERED IN GOOD CONDITION.
 DV2237
 DV2237                          STATION RECOVERY (2006)
 DV2237
 DV2237'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0903 ***********************************************************************
 FQ0903  DESIGNATION -  FIVE
 FQ0903  PID         -  FQ0903
 FQ0903  STATE/COUNTY-  AZ/NAVAJO
 FQ0903  USGS QUAD   -  SUN ALTAR (1991)
 FQ0903
 FQ0903                         *CURRENT SURVEY CONTROL
 FQ0903  ___________________________________________________________________
 FQ0903* NAD 83(1992)-  35 45 25.17947(N)    110 22 06.43224(W)     ADJUSTED  
 FQ0903* NAVD 88     -      1933.9    (meters)    6345.     (feet)  VERTCON   
 FQ0903  ___________________________________________________________________
 FQ0903  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 FQ0903  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 FQ0903
 FQ0903  HORZ ORDER  -  THIRD
 FQ0903
 FQ0903.The horizontal coordinates were established by classical geodetic methods
 FQ0903.and adjusted by the National Geodetic Survey in August 1993..
 FQ0903
 FQ0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0903
 FQ0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0903
 FQ0903.The geoid height was determined by GEOID03.
 FQ0903
 FQ0903;                    North         East     Units Scale Factor Converg.
 FQ0903;SPC AZ E     -   527,571.240   195,112.324   MT  0.99990410   -0 07 04.5
 FQ0903;SPC AZ E     - 1,730,876.77    640,132.30   iFT  0.99990410   -0 07 04.5
 FQ0903;UTM  12      - 3,957,179.993   557,094.275   MT  0.99964017   +0 22 08.6
 FQ0903
 FQ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0903!SPC AZ E     -   0.99970002  x   0.99990410  =   0.99960415
 FQ0903!UTM  12      -   0.99970002  x   0.99964017  =   0.99934030
 FQ0903
 FQ0903|---------------------------------------------------------------------|
 FQ0903| PID    Reference Object                     Distance      Geod. Az  |
 FQ0903|                                                           dddmmss.s |
 FQ0903| CR9971 FIVE RM 2                             5.005 METERS 06901     |
 FQ0903| CR9970 FIVE RM 1                             9.181 METERS 18943     |
 FQ0903| FQ0915 SHONGOPOVI                          APPROX.18.6 KM 2860834.9 |
 FQ0903|---------------------------------------------------------------------|
 FQ0903
 FQ0903                          SUPERSEDED SURVEY CONTROL
 FQ0903
 FQ0903  NAD 83(1986)-  35 45 25.18083(N)    110 22 06.43225(W) AD(       ) 3
 FQ0903  NGVD 29 (02/23/90) 1933.0    (m)         6342.     (f) VERT ANG       
 FQ0903
 FQ0903.Superseded values are not recommended for survey control.
 FQ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0903.See file dsdata.txt to determine how the superseded data were derived.
 FQ0903
 FQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5709457180(NAD 83)
 FQ0903_MARKER: DS = TRIANGULATION STATION DISK
 FQ0903_SETTING: 80 = SET IN A BOULDER
 FQ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0903+STABILITY: SURFACE MOTION
 FQ0903
 FQ0903  HISTORY     - Date     Condition        Report By
 FQ0903  HISTORY     - 1965     MONUMENTED       USGS
 FQ0903
 FQ0903                          STATION DESCRIPTION
 FQ0903
 FQ0903'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0903'LOCATED ABOUT 9 MI SW. OF KEAMS CANYON, ABOUT 5 MI S. OF POLACCA.
 FQ0903'ON EAST END OF LONE MESA KNOWN AS FIVE HOUSES BUTTE.
 FQ0903'
 FQ0903'TO REACH FROM POLACCA TRADING POST, GO 0.9 MI W. ALONG HWY. 264.
 FQ0903'TURN LEFT FOLLOWING RD. 1.7 MI E. TO Y-RD.  TAKE RIGHT FORK 4 MI
 FQ0903'S.  TURN RIGHT FOLLOWING RD. UP RIDGE 0.3 MI W. ALONG FENCE LINE
 FQ0903'TO END OF TRUCK TRAVEL.  A 20-MINUTE PACK.
 FQ0903'
 FQ0903'STATION MARK--STANDARD TABLET STAMPED---FIVE 1964---, CEMENTED IN
 FQ0903'ROCK LEVEL WITH GROUND.
 FQ0903'
 FQ0903'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1964---, CEMENTED IN
 FQ0903'ROCK.
 FQ0903'
 FQ0903'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1964---, CEMENTED IN
 FQ0903'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0986 ***********************************************************************
 ES0986  DESIGNATION -  FIVE MILE
 ES0986  PID         -  ES0986
 ES0986  STATE/COUNTY-  AZ/COCONINO
 ES0986  USGS QUAD   -  STRAWBERRY (1967)
 ES0986
 ES0986                         *CURRENT SURVEY CONTROL
 ES0986  ___________________________________________________________________
 ES0986* NAD 83(1992)-  34 25 54.77375(N)    111 30 06.34997(W)     ADJUSTED  
 ES0986* NAVD 88     -      2084.9    (meters)    6840.     (feet)  VERTCON   
 ES0986  ___________________________________________________________________
 ES0986  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 ES0986  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 ES0986
 ES0986  HORZ ORDER  -  SECOND
 ES0986
 ES0986.The horizontal coordinates were established by classical geodetic methods
 ES0986.and adjusted by the National Geodetic Survey in August 1993..
 ES0986
 ES0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0986
 ES0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0986
 ES0986.The geoid height was determined by GEOID03.
 ES0986
 ES0986;                    North         East     Units Scale Factor Converg.
 ES0986;SPC AZ C     -   380,634.151   251,491.938   MT  0.99991792   +0 14 04.6
 ES0986;SPC AZ C     - 1,248,799.71    825,104.78   iFT  0.99991792   +0 14 04.6
 ES0986;SPC AZ E     -   381,364.531    90,653.284   MT  1.00008554   -0 45 18.0
 ES0986;SPC AZ E     - 1,251,195.97    297,418.91   iFT  1.00008554   -0 45 18.0
 ES0986;UTM  12      - 3,810,157.981   453,898.799   MT  0.99962620   -0 17 01.4
 ES0986
 ES0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0986!SPC AZ C     -   0.99967674  x   0.99991792  =   0.99959468
 ES0986!SPC AZ E     -   0.99967674  x   1.00008554  =   0.99976225
 ES0986!UTM  12      -   0.99967674  x   0.99962620  =   0.99930306
 ES0986
 ES0986|---------------------------------------------------------------------|
 ES0986| PID    Reference Object                     Distance      Geod. Az  |
 ES0986|                                                           dddmmss.s |
 ES0986| CH2281 FIVE MILE RM 1                       12.295 METERS 01334     |
 ES0986| ES0988 HACKBERRY                           APPROX.19.2 KM 2671952.7 |
 ES0986| CH2282 FIVE MILE RM 2                       16.682 METERS 29107     |
 ES0986|---------------------------------------------------------------------|
 ES0986
 ES0986                          SUPERSEDED SURVEY CONTROL
 ES0986
 ES0986  NAD 83(1986)-  34 25 54.76569(N)    111 30 06.35235(W) AD(       ) 2
 ES0986  NAD 27      -  34 25 54.66600(N)    111 30 03.84000(W) AD(       ) 2
 ES0986  NGVD 29 (07/19/86) 2084.0    (m)         6837.     (f) VERT ANG       
 ES0986
 ES0986.Superseded values are not recommended for survey control.
 ES0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0986.See file dsdata.txt to determine how the superseded data were derived.
 ES0986
 ES0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5389910158(NAD 83)
 ES0986_MARKER: DS = TRIANGULATION STATION DISK
 ES0986_SETTING: 80 = SET IN A BOULDER
 ES0986_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES0986
 ES0986  HISTORY     - Date     Condition        Report By
 ES0986  HISTORY     - 1947     MONUMENTED       CGS
 ES0986  HISTORY     - 1972     GOOD             AZHD
 ES0986
 ES0986                          STATION DESCRIPTION
 ES0986
 ES0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ES0986'STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF PINE AND
 ES0986'ABOUT 2.7 MILES EAST-SOUTHEAST OF THE INTERSECTION OF YAVAPAI,
 ES0986'GILA AND COCONINO COUNTY LINE.  IT IS ABOUT 0.3 MILE SOUTHWEST
 ES0986'OF FIVE MILE LAKE AND ABOUT 0.3 MILE SOUTH OF THE PINE TO
 ES0986'FLAGSTAFF ROAD ON THE HIGHEST POINT OF A LOW KNOLL, 12 PACES
 ES0986'SOUTH-SOUTHEAST OF A 16-INCH PINE TREE WITH TRIANGLE BLAZE AND
 ES0986'10 PACES SOUTH-SOUTHWEST OF A LARGE PINE WITH THREE BLAZES.  THE
 ES0986'MARK PROJECTS 6 INCHES AND IS STAMPED--FIVE MILE 1946.
 ES0986'
 ES0986'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ES0986'STATION, PROJECTS ABOUT 7 INCHES AND IS STAMPED--FIVE MILE NO 1
 ES0986'1946.
 ES0986'
 ES0986'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 ES0986'STATION, PROJECTS ABOUT 12 INCHES AND IS STAMPED--FIVE MILE NO 2
 ES0986'1946.
 ES0986'
 ES0986'NO AZIMUTH MARK WAS ESTABLISHED AS THE STATION IS IN A HEAVILY
 ES0986'WOODED AREA AND NO PRACTICAL LOCATION IS VISIBLE FROM THE GROUND.
 ES0986'
 ES0986'TO REACH FROM THE POST OFFICE AT PINE.  GO NORTH ON THE WINSLOW
 ES0986'AND FLAGSTAFF ROAD FOR 3.2 MILES TO A SIDE ROAD LEFT TO CAMP
 ES0986'VERDE.  KEEP TO THE RIGHT ON THE MAIN TRAVELED ROAD AND CONTINUE
 ES0986'FOR 3.65 MILES UP-HILL TO A DIM TRACK ROAD ON RIGHT AND SEVERAL
 ES0986'BLAZES ON SMALL TREES ON LEFT.  TURN RIGHT ON DIM TRACKS FOR 0.2
 ES0986'MILE.  HERE LEAVE DIM TRACKS AND TURN TO THE RIGHT AND FOLLOW
 ES0986'BLAZES FOR 0.15 MILE TO STATION SITE AS DESCRIBED ABOVE.  A
 ES0986'DRIVE STATION.
 ES0986
 ES0986                          STATION RECOVERY (1972)
 ES0986
 ES0986'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES0986'GENERAL LOCATION AS PER DESCRIPTION.
 ES0986'
 ES0986'TO REACH AS PER DESCRIPTION.
 ES0986'
 ES0986'STATION MARK AS PER DESCRIPTION.
 ES0986'
 ES0986'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ES0986'
 ES0986'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1123 ***********************************************************************
 DV1123  DESIGNATION -  FIVE RM 1
 DV1123  PID         -  DV1123
 DV1123  STATE/COUNTY-  AZ/LA PAZ
 DV1123  USGS QUAD   -  HOPE SW (1990)
 DV1123
 DV1123                         *CURRENT SURVEY CONTROL
 DV1123  ___________________________________________________________________
 DV1123* NAD 83(1986)-  33 36 56.     (N)    113 40 43.     (W)     SCALED    
 DV1123* NAVD 88     -       382.08   (+/-2cm)    1253.5    (feet)  VERTCON   
 DV1123  ___________________________________________________________________
 DV1123  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1123
 DV1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1123
 DV1123.The horizontal coordinates were scaled from a topographic map and have
 DV1123.an estimated accuracy of +/- 6 seconds.
 DV1123
 DV1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1123.The vertical order pertains to the NGVD 29 superseded value.
 DV1123
 DV1123.The geoid height was determined by GEOID03.
 DV1123
 DV1123;                    North         East    Units  Estimated Accuracy
 DV1123;SPC AZ W     -   290,030.      219,980.      MT  (+/- 180 meters Scaled)
 DV1123
 DV1123                          SUPERSEDED SURVEY CONTROL
 DV1123
 DV1123  NGVD 29 (??/??/92)  381.412  (m)         1251.35   (f) ADJ UNCH    2 0
 DV1123
 DV1123.Superseded values are not recommended for survey control.
 DV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1123.See file dsdata.txt to determine how the superseded data were derived.
 DV1123
 DV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC514227(NAD 83)
 DV1123_MARKER: DR = REFERENCE MARK DISK
 DV1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1123_STAMPING: FIVE NO 1 1962
 DV1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1123+STABILITY: SURFACE MOTION
 DV1123
 DV1123  HISTORY     - Date     Condition        Report By
 DV1123  HISTORY     - 1962     MONUMENTED       CGS
 DV1123  HISTORY     - 19870212 GOOD             USGS
 DV1123
 DV1123                          STATION DESCRIPTION
 DV1123
 DV1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1123'18.0 MI SW FROM SALOME.
 DV1123'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1123'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1123'THENCE 3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1123'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1123'ABOUT 0.2 MILE SOUTH, IN FLAT OPEN DESERT, 59.7 FEET NORTHEAST OF
 DV1123'TRAVERSE STATION FIVE, 58.4 FEET NORTHEAST OF A METAL WITNESS POST,
 DV1123'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1123
 DV1123                          STATION RECOVERY (1987)
 DV1123
 DV1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1125 ***********************************************************************
 DV1125  DESIGNATION -  FIVE RM 2
 DV1125  PID         -  DV1125
 DV1125  STATE/COUNTY-  AZ/LA PAZ
 DV1125  USGS QUAD   -  HOPE SW (1990)
 DV1125
 DV1125                         *CURRENT SURVEY CONTROL
 DV1125  ___________________________________________________________________
 DV1125* NAD 83(1986)-  33 36 56.     (N)    113 40 43.     (W)     SCALED    
 DV1125* NAVD 88     -       381.87   (+/-2cm)    1252.9    (feet)  VERTCON   
 DV1125  ___________________________________________________________________
 DV1125  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1125
 DV1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1125
 DV1125.The horizontal coordinates were scaled from a topographic map and have
 DV1125.an estimated accuracy of +/- 6 seconds.
 DV1125
 DV1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1125.The vertical order pertains to the NGVD 29 superseded value.
 DV1125
 DV1125.The geoid height was determined by GEOID03.
 DV1125
 DV1125;                    North         East    Units  Estimated Accuracy
 DV1125;SPC AZ W     -   290,030.      219,980.      MT  (+/- 180 meters Scaled)
 DV1125
 DV1125                          SUPERSEDED SURVEY CONTROL
 DV1125
 DV1125  NGVD 29 (??/??/92)  381.199  (m)         1250.65   (f) ADJ UNCH    2 0
 DV1125
 DV1125.Superseded values are not recommended for survey control.
 DV1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1125.See file dsdata.txt to determine how the superseded data were derived.
 DV1125
 DV1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC514227(NAD 83)
 DV1125_MARKER: DR = REFERENCE MARK DISK
 DV1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1125_STAMPING: FIVE NO 2 1962
 DV1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1125+STABILITY: SURFACE MOTION
 DV1125
 DV1125  HISTORY     - Date     Condition        Report By
 DV1125  HISTORY     - 1962     MONUMENTED       CGS
 DV1125  HISTORY     - 19870212 GOOD             USGS
 DV1125
 DV1125                          STATION DESCRIPTION
 DV1125
 DV1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1125'18.0 MI SW FROM SALOME.
 DV1125'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1125'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD, THENCE
 DV1125'3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1125'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE ABOUT 0.2
 DV1125'MILE SOUTH IN FLAT OPEN DESERT, 65.9 FEET SOUTHEAST OF TRAVERSE
 DV1125'STATION FIVE, 73.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN
 DV1125'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1125
 DV1125                          STATION RECOVERY (1987)
 DV1125
 DV1125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0313 ***********************************************************************
 FQ0313  DESIGNATION -  FLAG
 FQ0313  PID         -  FQ0313
 FQ0313  STATE/COUNTY-  AZ/COCONINO
 FQ0313  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0313
 FQ0313                         *CURRENT SURVEY CONTROL
 FQ0313  ___________________________________________________________________
 FQ0313* NAD 83(1992)-  35 11 28.94903(N)    111 36 38.14962(W)     ADJUSTED  
 FQ0313* NAVD 88     -      2098.802  (meters)    6885.82   (feet)  POSTED    
 FQ0313  ___________________________________________________________________
 FQ0313  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FQ0313  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0313  DYNAMIC HT  -        2095.820 (meters)    6876.04  (feet)  COMP
 FQ0313  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0313
 FQ0313  HORZ ORDER  -  SECOND
 FQ0313  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0313
 FQ0313.The horizontal coordinates were established by classical geodetic methods
 FQ0313.and adjusted by the National Geodetic Survey in August 1993..
 FQ0313
 FQ0313.The orthometric height was determined by differential leveling
 FQ0313.and adjusted by the National Geodetic Survey in 1992..
 FQ0313.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0313.rate of 1.1 thru 2.0 mm/km.
 FQ0313
 FQ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0313
 FQ0313.The geoid height was determined by GEOID03.
 FQ0313
 FQ0313.The dynamic height is computed by dividing the NAVD 88
 FQ0313.geopotential number by the normal gravity value computed on the
 FQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0313.degrees latitude (g = 980.6199 gals.).
 FQ0313
 FQ0313.The modeled gravity was interpolated from observed gravity values.
 FQ0313
 FQ0313;                    North         East     Units Scale Factor Converg.
 FQ0313;SPC AZ C     -   464,846.556   241,232.578   MT  0.99990957   +0 10 35.0
 FQ0313;SPC AZ C     - 1,525,087.13    791,445.47   iFT  0.99990957   +0 10 35.0
 FQ0313;UTM  12      - 3,894,436.837   444,411.683   MT  0.99963808   -0 21 06.8
 FQ0313
 FQ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0313!SPC AZ C     -   0.99967431  x   0.99990957  =   0.99958391
 FQ0313!UTM  12      -   0.99967431  x   0.99963808  =   0.99931251
 FQ0313
 FQ0313|---------------------------------------------------------------------|
 FQ0313| PID    Reference Object                     Distance      Geod. Az  |
 FQ0313|                                                           dddmmss.s |
 FQ0313| FQ0312 FLAG RM 2                            30.553 METERS 00130     |
 FQ0313| CH2283 FLAG AZ MK                                         0745331.7 |
 FQ0313| FQ0311 FLAG RM 1                            25.951 METERS 23607     |
 FQ0313|---------------------------------------------------------------------|
 FQ0313
 FQ0313                          SUPERSEDED SURVEY CONTROL
 FQ0313
 FQ0313  NAD 83(1986)-  35 11 28.94394(N)    111 36 38.14844(W) AD(       ) 2
 FQ0313  NAD 27      -  35 11 28.90442(N)    111 36 35.56276(W) AD(       ) 2
 FQ0313  NGVD 29 (??/??/92) 2097.768  (m)         6882.43   (f) ADJ UNCH    2 0
 FQ0313
 FQ0313.Superseded values are not recommended for survey control.
 FQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0313.See file dsdata.txt to determine how the superseded data were derived.
 FQ0313
 FQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4441294437(NAD 83)
 FQ0313_MARKER: DS = TRIANGULATION STATION DISK
 FQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0313_STAMPING: FLAG 1958
 FQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0313+STABILITY: SURFACE MOTION
 FQ0313
 FQ0313  HISTORY     - Date     Condition        Report By
 FQ0313  HISTORY     - 1958     MONUMENTED       CGS
 FQ0313  HISTORY     - 1958     GOOD             CGS
 FQ0313  HISTORY     - 1959     GOOD             CGS
 FQ0313  HISTORY     - 1974     GOOD             NGS
 FQ0313
 FQ0313                          STATION DESCRIPTION
 FQ0313
 FQ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0313'THE STATION IS ON A LOW WOODED RIDGE ABOUT 1.5 MILES SOUTHEAST
 FQ0313'OF FLAGSTAFF.
 FQ0313'
 FQ0313'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0313'FLAGSTAFF, GO EASTERLY ON U.S. HIGHWAY 66 AND 89 FOR 1.2 MILES
 FQ0313'TO AN UNPAVED ROAD ON THE RIGHT.  TURN RIGHT ACROSS THE RAILROAD
 FQ0313'TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL, KEEP
 FQ0313'STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T ROAD, TAKE THE
 FQ0313'LEFT AND GO EASTWARD FOR 0.6 MILE TO A FORK AND SIGN HEROLD
 FQ0313'RANCH.  FOLLOW THE ROAD RIGHT TOWARD THE HEROLD RANCH FOR 0.1 MILE
 FQ0313'TO A TRACK ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO A POWER
 FQ0313'LINE, TURN LEFT BENEATH THE TRANSMISSION LINE AND GO 0.2
 FQ0313'MILE TO THE TOP OF THE LOW RIDGE AND THE STATION ON THE LEFT.
 FQ0313'
 FQ0313'THE STATION MARK IS A STANDARD DISK STAMPED FLAG 1958, SET IN
 FQ0313'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 75
 FQ0313'FEET NORTH OF POWER POLE NUMBER 2/10, 48 FEET NORTH OF A 12-INCH
 FQ0313'PINE WITH A TRIANGULAR BLAZE AND 12 FEET NORTH OF A WITNESS
 FQ0313'POST.
 FQ0313'
 FQ0313'R.M. 1 IS A STANDARD DISK STAMPED FLAG NO 1 1958, SET IN A DRILL
 FQ0313'HOLE IN BEDROCK THAT PROJECTS 5 INCHES.  IT IS 84 FEET WEST
 FQ0313'OF THE WITNESS POST AND 65 FEET WEST OF THE PINE WITH THE
 FQ0313'TRIANGULAR BLAZE.
 FQ0313'
 FQ0313'R.M. 2 IS A STANDARD DISK STAMPED FLAG NO 2 1958, SET IN A DRILL
 FQ0313'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 112 FEET NORTH OF THE
 FQ0313'WITNESS POST.
 FQ0313
 FQ0313                          STATION RECOVERY (1958)
 FQ0313
 FQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0313'1.5 MI SE FROM FLAGSTAFF.
 FQ0313'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0313'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACROSS
 FQ0313'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0313'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0313'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0313'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0313'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT BENEATH THE TRANSMISSION
 FQ0313'LINE AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 75 FEET NORTH OF POWER
 FQ0313'POLE NUMBER 2/10, 48 FEET NORTH OF A 12 INCH PINE WITH A TRIANGULAR
 FQ0313'BLAZE, 12 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A 12 INCH
 FQ0313'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FQ0313
 FQ0313                          STATION RECOVERY (1959)
 FQ0313
 FQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0313'THE STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS
 FQ0313'WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 FQ0313'NOT OBSERVED AT THIS TIME.  AN AZIMUTH MARK WAS ESTABLISHED
 FQ0313'FOR THE STATION.  A DESCRIPTION AND A TO REACH FOR THE AZIMUTH
 FQ0313'MARK FOLLOWS--TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 FQ0313'EAST ON A TRACK ROAD FOLLOWING A HIGH POWER LINE FOR 0.6 MILE
 FQ0313'TO THE AZIMUTH MARK.
 FQ0313'
 FQ0313'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAG 1959, SET
 FQ0313'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 23
 FQ0313'FEET SOUTH OF THE CENTER OF THE POWER LINE, ABOUT HALF WAY
 FQ0313'BETWEEN POWER POLES NO. 32 AND 33 AND 2.7 FEET NORTH OF A
 FQ0313'WITNESS POST.
 FQ0313
 FQ0313                          STATION RECOVERY (1974)
 FQ0313
 FQ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0313'THE STATION MARK R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 FQ0313'RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0313'REFERENCE MARKS CHECK ABOUT 1 MINUTE.  THE DISTANCE TO R.M. 1
 FQ0313'CHECKS 0.079 METER AND R.M. 2 CHECKS 0.012 METER.
 FQ0313'
 FQ0313'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 FQ0313'FLAGSTAFF, GO EAST ALONG U.S. HIGHWAY 66 FOR 1.2 MILES TO
 FQ0313'BUTLER AVENUE.  TURN RIGHT AND GO SOUTH ALONG BUTLER AVENUE
 FQ0313'0.3 MILE TO A T-ROAD.  TURN LEFT FOR 0.6 MILE PASSING UNDER I-40
 FQ0313'TO LITTLE AMERICA ON THE RIGHT, CONTINUE AHEAD 0.15 MILE TO A
 FQ0313'FORK.  TURN RIGHT PER SIGN HAROLD RANCH AND GO 0.3 MILE TO A
 FQ0313'POWER LINE.  TURN LEFT ALONG POWER LINE ROAD FOR 0.2 MILE TO
 FQ0313'THE STATION ON THE LEFT.
 FQ0313'
 FQ0313'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0313'
 FQ0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 FQ0313'SOUTHEAST OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0311 ***********************************************************************
 FQ0311  DESIGNATION -  FLAG RM 1
 FQ0311  PID         -  FQ0311
 FQ0311  STATE/COUNTY-  AZ/COCONINO
 FQ0311  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0311
 FQ0311                         *CURRENT SURVEY CONTROL
 FQ0311  ___________________________________________________________________
 FQ0311* NAD 83(1986)-  35 11 28.     (N)    111 36 38.     (W)     SCALED    
 FQ0311* NAVD 88     -      2097.637  (meters)    6882.00   (feet)  POSTED    
 FQ0311  ___________________________________________________________________
 FQ0311  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0311  DYNAMIC HT  -        2094.660 (meters)    6872.23  (feet)  COMP
 FQ0311  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0311
 FQ0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0311
 FQ0311.The horizontal coordinates were scaled from a topographic map and have
 FQ0311.an estimated accuracy of +/- 6 seconds.
 FQ0311
 FQ0311.The orthometric height was determined by differential leveling
 FQ0311.and adjusted by the National Geodetic Survey in 1992..
 FQ0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0311.rate of 1.1 thru 2.0 mm/km.
 FQ0311
 FQ0311.The geoid height was determined by GEOID03.
 FQ0311
 FQ0311.The dynamic height is computed by dividing the NAVD 88
 FQ0311.geopotential number by the normal gravity value computed on the
 FQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0311.degrees latitude (g = 980.6199 gals.).
 FQ0311
 FQ0311.The modeled gravity was interpolated from observed gravity values.
 FQ0311
 FQ0311;                    North         East    Units  Estimated Accuracy
 FQ0311;SPC AZ C     -   464,820.      241,240.      MT  (+/- 180 meters Scaled)
 FQ0311
 FQ0311                          SUPERSEDED SURVEY CONTROL
 FQ0311
 FQ0311  NGVD 29 (??/??/92) 2096.603  (m)         6878.60   (f) ADJ UNCH    2 0
 FQ0311
 FQ0311.Superseded values are not recommended for survey control.
 FQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0311.See file dsdata.txt to determine how the superseded data were derived.
 FQ0311
 FQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD444944(NAD 83)
 FQ0311_MARKER: DR = REFERENCE MARK DISK
 FQ0311_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0311_SP_SET: BEDROCK
 FQ0311_STAMPING: FLAG NO 1 1958
 FQ0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0311+STABILITY: POSITION/ELEVATION WELL
 FQ0311
 FQ0311  HISTORY     - Date     Condition        Report By
 FQ0311  HISTORY     - 1958     MONUMENTED       CGS
 FQ0311
 FQ0311                          STATION DESCRIPTION
 FQ0311
 FQ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0311'1.5 MI SE FROM FLAGSTAFF.
 FQ0311'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0311'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACROSS
 FQ0311'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0311'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0311'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0311'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0311'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT AT THE TRANSMISSION LINE
 FQ0311'AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 84 FEET WEST OF A WITNESS
 FQ0311'POST, 65 FEET WEST OF A TRIANGULAR BLAZED PINE TREE AND CEMENTED IN A
 FQ0311'DRILL HOLE IN BEDROCK THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0312 ***********************************************************************
 FQ0312  DESIGNATION -  FLAG RM 2
 FQ0312  PID         -  FQ0312
 FQ0312  STATE/COUNTY-  AZ/COCONINO
 FQ0312  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0312
 FQ0312                         *CURRENT SURVEY CONTROL
 FQ0312  ___________________________________________________________________
 FQ0312* NAD 83(1986)-  35 11 28.     (N)    111 36 38.     (W)     SCALED    
 FQ0312* NAVD 88     -      2098.834  (meters)    6885.92   (feet)  POSTED    
 FQ0312  ___________________________________________________________________
 FQ0312  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0312  DYNAMIC HT  -        2095.850 (meters)    6876.13  (feet)  COMP
 FQ0312  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0312
 FQ0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0312
 FQ0312.The horizontal coordinates were scaled from a topographic map and have
 FQ0312.an estimated accuracy of +/- 6 seconds.
 FQ0312
 FQ0312.The orthometric height was determined by differential leveling
 FQ0312.and adjusted by the National Geodetic Survey in 1992..
 FQ0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0312.rate of 1.1 thru 2.0 mm/km.
 FQ0312
 FQ0312.The geoid height was determined by GEOID03.
 FQ0312
 FQ0312.The dynamic height is computed by dividing the NAVD 88
 FQ0312.geopotential number by the normal gravity value computed on the
 FQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0312.degrees latitude (g = 980.6199 gals.).
 FQ0312
 FQ0312.The modeled gravity was interpolated from observed gravity values.
 FQ0312
 FQ0312;                    North         East    Units  Estimated Accuracy
 FQ0312;SPC AZ C     -   464,820.      241,240.      MT  (+/- 180 meters Scaled)
 FQ0312
 FQ0312                          SUPERSEDED SURVEY CONTROL
 FQ0312
 FQ0312  NGVD 29 (??/??/92) 2097.800  (m)         6882.53   (f) ADJ UNCH    2 0
 FQ0312
 FQ0312.Superseded values are not recommended for survey control.
 FQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0312.See file dsdata.txt to determine how the superseded data were derived.
 FQ0312
 FQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD444944(NAD 83)
 FQ0312_MARKER: DB = BENCH MARK DISK
 FQ0312_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0312_SP_SET: BEDROCK
 FQ0312_STAMPING: FLAG NO 2 1958
 FQ0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0312+STABILITY: POSITION/ELEVATION WELL
 FQ0312
 FQ0312  HISTORY     - Date     Condition        Report By
 FQ0312  HISTORY     - 1958     MONUMENTED       CGS
 FQ0312
 FQ0312                          STATION DESCRIPTION
 FQ0312
 FQ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0312'1.5 MI SE FROM FLAGSTAFF.
 FQ0312'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0312'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACORSS
 FQ0312'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0312'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0312'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0312'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0312'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT BENEATH THE TRANSMISSION
 FQ0312'LINE AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 112 FEET NORTH OF A
 FQ0312'WITNESS POST AND SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0312'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0650 ***********************************************************************
 FQ0650  DESIGNATION -  FLAGSTAFF
 FQ0650  PID         -  FQ0650
 FQ0650  STATE/COUNTY-  AZ/COCONINO
 FQ0650  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0650
 FQ0650                         *CURRENT SURVEY CONTROL
 FQ0650  ___________________________________________________________________
 FQ0650* NAD 83(1992)-  35 11 54.30435(N)    111 39 39.72551(W)     ADJUSTED  
 FQ0650* NAVD 88     -      2155.5    (meters)    7072.     (feet)  VERTCON   
 FQ0650  ___________________________________________________________________
 FQ0650  X           -  -1,926,599.154 (meters)                     COMP
 FQ0650  Y           -  -4,850,930.060 (meters)                     COMP
 FQ0650  Z           -   3,657,106.155 (meters)                     COMP
 FQ0650  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FQ0650  ELLIP HEIGHT-        2132.49  (meters)          (08/23/93) GPS OBS
 FQ0650  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0650
 FQ0650  HORZ ORDER  -  SECOND
 FQ0650  ELLP ORDER  -  FOURTH    CLASS II
 FQ0650
 FQ0650.The horizontal coordinates were established by classical geodetic methods
 FQ0650.and adjusted by the National Geodetic Survey in August 1993..
 FQ0650
 FQ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0650
 FQ0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0650
 FQ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0650
 FQ0650.The ellipsoidal height was determined by GPS observations
 FQ0650.and is referenced to NAD 83.
 FQ0650
 FQ0650.The geoid height was determined by GEOID03.
 FQ0650
 FQ0650;                    North         East     Units Scale Factor Converg.
 FQ0650;SPC AZ C     -   465,614.900   236,637.385   MT  0.99990668   +0 08 50.5
 FQ0650;SPC AZ C     - 1,527,607.94    776,369.37   iFT  0.99990668   +0 08 50.5
 FQ0650;UTM  12      - 3,895,247.305   439,824.995   MT  0.99964462   -0 22 51.7
 FQ0650
 FQ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0650!SPC AZ C     -   0.99966539  x   0.99990668  =   0.99957210
 FQ0650!UTM  12      -   0.99966539  x   0.99964462  =   0.99931013
 FQ0650
 FQ0650:                Primary Azimuth Mark                     Grid Az
 FQ0650:SPC AZ C     -  ELDEN                                    050 32 57.2
 FQ0650:UTM  12      -  ELDEN                                    051 04 39.4
 FQ0650
 FQ0650|---------------------------------------------------------------------|
 FQ0650| PID    Reference Object                     Distance      Geod. Az  |
 FQ0650|                                                           dddmmss.s |
 FQ0650| FQ0633 ELDEN                               APPROX. 7.5 KM 0504147.7 |
 FQ0650| FQ0629 FLAGSTAFF RADIO STA KVNA MAST       APPROX. 3.8 KM 0933709.2 |
 FQ0650| FQ0655 CHURCH LATTER DAY SAINTS SPIRE      APPROX. 1.8 KM 0953542.4 |
 FQ0650| FQ0630 FLAGSTAFF RADIO STA KVNA TOWER      APPROX. 3.8 KM 0974724.1 |
 FQ0650| CH2284 FLAGSTAFF RM 1                        7.670 METERS 12441     |
 FQ0650| FQ0652 FLAGSTAFF RAD STA KCLS N MAST       APPROX. 2.0 KM 1772411.9 |
 FQ0650| FQ0651 FLAGSTAFF RAD STA KCLS S MAST       APPROX. 2.1 KM 1784735.0 |
 FQ0650| CH2285 FLAGSTAFF RM 2                        8.203 METERS 26756     |
 FQ0650|---------------------------------------------------------------------|
 FQ0650
 FQ0650                          SUPERSEDED SURVEY CONTROL
 FQ0650
 FQ0650  NAD 83(1986)-  35 11 54.29952(N)    111 39 39.72457(W) AD(       ) 2
 FQ0650  NAD 27      -  35 11 54.26089(N)    111 39 37.13405(W) AD(       ) 2
 FQ0650  NGVD 29 (07/19/86) 2154.5    (m)         7069.     (f) VERT ANG       
 FQ0650
 FQ0650.Superseded values are not recommended for survey control.
 FQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0650.See file dsdata.txt to determine how the superseded data were derived.
 FQ0650
 FQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3982595247(NAD 83)
 FQ0650_MARKER: DS = TRIANGULATION STATION DISK
 FQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0650+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1984
 FQ0650
 FQ0650  HISTORY     - Date     Condition        Report By
 FQ0650  HISTORY     - 1958     MONUMENTED       CGS
 FQ0650  HISTORY     - 1959     GOOD             CGS
 FQ0650  HISTORY     - 1971     GOOD             AZHD
 FQ0650  HISTORY     - 1974     GOOD             NGS
 FQ0650  HISTORY     - 19840502 GOOD
 FQ0650
 FQ0650                          STATION DESCRIPTION
 FQ0650
 FQ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0650'THE STATION IS ON A HILL SIDE IN THE SOUTHWEST PART OF FLAGSTAFF,
 FQ0650'SOUTH OF PINE STREET, NORTH OF COCONINO AVENUE AND JUST EAST OF
 FQ0650'A LARGE STEEL WATER TANK.
 FQ0650'
 FQ0650'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT, GO WEST
 FQ0650'ON SANTA FE AVENUE FOR 0.3 MILE TO NORTH PARK STREET.  TURN LEFT
 FQ0650'ON NORTH PARK STREET FOR A SHORT BLOCK TO COCONINO AVENUE, TURN
 FQ0650'RIGHT ON COCONINO AVENUE AND GO WESTERLY TO THE END OF THE
 FQ0650'PAVEMENT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A LARGE
 FQ0650'STEEL WATER TANK AND THE STATION.
 FQ0650'
 FQ0650'THE STATION IS A STANDARD DISK, STAMPED FLAGSTAFF 1958, SET IN A
 FQ0650'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 86 FEET
 FQ0650'SOUTHEAST OF A LARGE STEEL WATER TANK AND 12 FEET WEST OF THE
 FQ0650'EAST EDGE OF THE LEVELED GROUND FOR THE WATER TANK.
 FQ0650'
 FQ0650'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAGSTAFF NO 1 1958,
 FQ0650'CEMENTED IN A DEPRESSION IN A BOULDER THAT PROJECTS 1 INCH AND
 FQ0650'IS 12 FEET WEST OF THE EDGE OF THE LEVELED GROUND.
 FQ0650'
 FQ0650'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAGSTAFF NO 2 1958,
 FQ0650'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH AND 15
 FQ0650'FEET SOUTH OF THE EDGE OF THE LEVELED GROUND.
 FQ0650
 FQ0650                          STATION RECOVERY (1959)
 FQ0650
 FQ0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0650'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FQ0650'TO BE IN GOOD CONDITION.
 FQ0650'
 FQ0650'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FQ0650
 FQ0650                          STATION RECOVERY (1971)
 FQ0650
 FQ0650'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0650'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 FQ0650'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS IN
 FQ0650'1958.  THE DESCRIPTION IS ADEQUATE.
 FQ0650
 FQ0650                          STATION RECOVERY (1974)
 FQ0650
 FQ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0650'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0650'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0650'REFERENCE MARKS CHECK ABOUT 1 MINUTE.  THE DISTANCE TO R.M. 1
 FQ0650'CHECKS 0.008 METER AND R.M. 2 CHECKS 0.027 METER.
 FQ0650'
 FQ0650'THE ROUTE TO THE STATION REMAINS UNCHANGED.
 FQ0650'
 FQ0650'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0650
 FQ0650                          STATION RECOVERY (1984)
 FQ0650
 FQ0650'RECOVERED 1984
 FQ0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7443 ***********************************************************************
 AI7443  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7443  DESIGNATION -  FLAGSTAFF 1 CORS ARP
 AI7443  CORS_ID     -  FST1
 AI7443  PID         -  AI7443
 AI7443  STATE/COUNTY-  AZ/COCONINO
 AI7443  USGS QUAD   -  BELLEMONT (1980)
 AI7443
 AI7443                         *CURRENT SURVEY CONTROL
 AI7443  ___________________________________________________________________
 AI7443* NAD 83(CORS)-  35 13 18.37069(N)    111 49 02.58156(W)     ADJUSTED  
 AI7443* NAVD 88     -                                                        
 AI7443  ___________________________________________________________________
 AI7443  EPOCH DATE  -        2002.00
 AI7443  X           -  -1,939,275.246 (meters)                     COMP
 AI7443  Y           -  -4,844,270.935 (meters)                     COMP
 AI7443  Z           -   3,659,226.260 (meters)                     COMP
 AI7443  ELLIP HEIGHT-        2137.07  (meters)          (04/??/06) GPS OBS
 AI7443  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7443
 AI7443  HORZ ORDER  -  SPECIAL (CORS)
 AI7443  ELLP ORDER  -  SPECIAL (CORS)
 AI7443
 AI7443.ITRF positions are available for this station.
 AI7443.The coordinates were established by GPS observations
 AI7443.and adjusted by the National Geodetic Survey in April 2006..
 AI7443.The coordinates are valid at the epoch date displayed above.
 AI7443.The epoch date for horizontal control is a decimal equivalence
 AI7443.of Year/Month/Day.
 AI7443
 AI7443
 AI7443.The PID for the CORS L1 Phase Center is AI7444.
 AI7443
 AI7443.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7443
 AI7443.The ellipsoidal height was determined by GPS observations
 AI7443.and is referenced to NAD 83.
 AI7443
 AI7443.The geoid height was determined by GEOID03.
 AI7443
 AI7443;                    North         East     Units Scale Factor Converg.
 AI7443;SPC AZ C     -   468,179.974   222,397.931   MT  0.99990101   +0 03 26.1
 AI7443;SPC AZ C     - 1,536,023.54    729,652.00   iFT  0.99990101   +0 03 26.1
 AI7443
 AI7443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7443!SPC AZ C     -   0.99966467  x   0.99990101  =   0.99956571
 AI7443
 AI7443                          SUPERSEDED SURVEY CONTROL
 AI7443
 AI7443  NAD 83(CORS)-  35 13 18.37019(N)    111 49 02.58155(W) AD(2002.00) c
 AI7443  NAD 83(CORS)-  35 13 18.36941(N)    111 49 02.58169(W) AD(2002.00) c
 AI7443  NAD 83(CORS)-  35 13 18.36929(N)    111 49 02.58173(W) AD(1997.00) c
 AI7443  ELLIP H (09/??/00) 2137.08   (m)                       GP(1997.00) c c
 AI7443
 AI7443.Superseded values are not recommended for survey control.
 AI7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7443.See file dsdata.txt to determine how the superseded data were derived.
 AI7443
 AI7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 AI7443_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7443
 AI7443                          STATION DESCRIPTION
 AI7443
 AI7443'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI7443'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7443'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7443'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7443'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7443'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7444 ***********************************************************************
 AI7444  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7444  DESIGNATION -  FLAGSTAFF 1 CORS L1 PHASE CENTER
 AI7444  CORS_ID     -  FST1
 AI7444  PID         -  AI7444
 AI7444  STATE/COUNTY-  AZ/COCONINO
 AI7444  USGS QUAD   -  BELLEMONT (1980)
 AI7444
 AI7444                         *CURRENT SURVEY CONTROL
 AI7444  ___________________________________________________________________
 AI7444* NAD 83(CORS)-  35 13 18.37065(N)    111 49 02.58159(W)     ADJUSTED  
 AI7444* NAVD 88     -                                                        
 AI7444  ___________________________________________________________________
 AI7444  EPOCH DATE  -        2002.00
 AI7444  X           -  -1,939,275.274 (meters)                     COMP
 AI7444  Y           -  -4,844,271.003 (meters)                     COMP
 AI7444  Z           -   3,659,226.311 (meters)                     COMP
 AI7444  ELLIP HEIGHT-        2137.16  (meters)          (04/??/06) GPS OBS
 AI7444  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7444
 AI7444  HORZ ORDER  -  SPECIAL (CORS)
 AI7444  ELLP ORDER  -  SPECIAL (CORS)
 AI7444
 AI7444.ITRF positions are available for this station.
 AI7444.The coordinates were established by GPS observations
 AI7444.and adjusted by the National Geodetic Survey in April 2006..
 AI7444.The coordinates are valid at the epoch date displayed above.
 AI7444.The epoch date for horizontal control is a decimal equivalence
 AI7444.of Year/Month/Day.
 AI7444
 AI7444
 AI7444.The PID for the CORS ARP is AI7443.
 AI7444
 AI7444.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7444
 AI7444.The ellipsoidal height was determined by GPS observations
 AI7444.and is referenced to NAD 83.
 AI7444
 AI7444.The geoid height was determined by GEOID03.
 AI7444
 AI7444;                    North         East     Units Scale Factor Converg.
 AI7444;SPC AZ C     -   468,179.972   222,397.930   MT  0.99990101   +0 03 26.1
 AI7444;SPC AZ C     - 1,536,023.53    729,652.00   iFT  0.99990101   +0 03 26.1
 AI7444
 AI7444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7444!SPC AZ C     -   0.99966466  x   0.99990101  =   0.99956570
 AI7444
 AI7444                          SUPERSEDED SURVEY CONTROL
 AI7444
 AI7444  NAD 83(CORS)-  35 13 18.37015(N)    111 49 02.58158(W) AD(2002.00) c
 AI7444  ELLIP H (08/??/03) 2137.15   (m)                       GP(2002.00) c c
 AI7444  NAD 83(CORS)-  35 13 18.36937(N)    111 49 02.58172(W) AD(2002.00) c
 AI7444  ELLIP H (03/??/02) 2137.15   (m)                       GP(2002.00) c c
 AI7444  NAD 83(CORS)-  35 13 18.36925(N)    111 49 02.58176(W) AD(1997.00) c
 AI7444  ELLIP H (09/??/00) 2137.16   (m)                       GP(1997.00) c c
 AI7444
 AI7444.Superseded values are not recommended for survey control.
 AI7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7444.See file dsdata.txt to determine how the superseded data were derived.
 AI7444
 AI7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 AI7444_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7444
 AI7444                          STATION DESCRIPTION
 AI7444
 AI7444'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7444'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7444'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7444'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7444'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7444'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7445 ***********************************************************************
 AI7445  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7445  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7445  DESIGNATION -  FLAGSTAFF 2 CORS ARP
 AI7445  CORS_ID     -  FST2
 AI7445  PID         -  AI7445
 AI7445  STATE/COUNTY-  AZ/COCONINO
 AI7445  USGS QUAD   -  BELLEMONT (1980)
 AI7445
 AI7445                         *CURRENT SURVEY CONTROL
 AI7445  ___________________________________________________________________
 AI7445* NAD 83(CORS)-  35 13 17.49977(N)    111 49 02.78148(W)     ADJUSTED  
 AI7445* NAVD 88     -      2159.64   (meters)    7085.4    (feet)  GPS OBS   
 AI7445  ___________________________________________________________________
 AI7445  EPOCH DATE  -        2002.00
 AI7445  X           -  -1,939,285.556 (meters)                     COMP
 AI7445  Y           -  -4,844,283.082 (meters)                     COMP
 AI7445  Z           -   3,659,204.061 (meters)                     COMP
 AI7445  ELLIP HEIGHT-        2136.61  (meters)          (04/??/06) GPS OBS
 AI7445  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7445
 AI7445  HORZ ORDER  -  SPECIAL (CORS)
 AI7445  ELLP ORDER  -  SPECIAL (CORS)
 AI7445
 AI7445.ITRF positions are available for this station.
 AI7445.The coordinates were established by GPS observations
 AI7445.and adjusted by the National Geodetic Survey in April 2006..
 AI7445.The coordinates are valid at the epoch date displayed above.
 AI7445.The epoch date for horizontal control is a decimal equivalence
 AI7445.of Year/Month/Day.
 AI7445
 AI7445.The orthometric height was determined by GPS observations and a
 AI7445.high-resolution geoid model using precise GPS observation and
 AI7445.processing techniques.
 AI7445
 AI7445.The PID for the CORS L1 Phase Center is AI7446.
 AI7445
 AI7445.Photographs are available for this station.
 AI7445
 AI7445.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7445
 AI7445.The ellipsoidal height was determined by GPS observations
 AI7445.and is referenced to NAD 83.
 AI7445
 AI7445.The geoid height was determined by GEOID03.
 AI7445
 AI7445;                    North         East     Units Scale Factor Converg.
 AI7445;SPC AZ C     -   468,153.131   222,392.902   MT  0.99990101   +0 03 26.0
 AI7445;SPC AZ C     - 1,535,935.47    729,635.51   iFT  0.99990101   +0 03 26.0
 AI7445
 AI7445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7445!SPC AZ C     -   0.99966474  x   0.99990101  =   0.99956579
 AI7445
 AI7445                          SUPERSEDED SURVEY CONTROL
 AI7445
 AI7445  NAD 83(CORS)-  35 13 17.49954(N)    111 49 02.78179(W) AD(2002.00) c
 AI7445  ELLIP H (04/??/04) 2136.62   (m)                       GP(2002.00) c c
 AI7445  NAD 83(CORS)-  35 13 17.49834(N)    111 49 02.78081(W) AD(2002.00) c
 AI7445  ELLIP H (03/??/02) 2136.63   (m)                       GP(2002.00) c c
 AI7445  NAD 83(CORS)-  35 13 17.49837(N)    111 49 02.78073(W) AD(1997.00) c
 AI7445  ELLIP H (09/??/00) 2136.63   (m)                       GP(1997.00) c c
 AI7445
 AI7445.Superseded values are not recommended for survey control.
 AI7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7445.See file dsdata.txt to determine how the superseded data were derived.
 AI7445
 AI7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 AI7445_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7445
 AI7445                          STATION DESCRIPTION
 AI7445
 AI7445'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI7445'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7445'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7445'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7445'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7445'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7446 ***********************************************************************
 AI7446  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7446  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7446  DESIGNATION -  FLAGSTAFF 2 CORS L1 PHASE CENTER
 AI7446  CORS_ID     -  FST2
 AI7446  PID         -  AI7446
 AI7446  STATE/COUNTY-  AZ/COCONINO
 AI7446  USGS QUAD   -  BELLEMONT (1980)
 AI7446
 AI7446                         *CURRENT SURVEY CONTROL
 AI7446  ___________________________________________________________________
 AI7446* NAD 83(CORS)-  35 13 17.49973(N)    111 49 02.78151(W)     ADJUSTED  
 AI7446* NAVD 88     -      2159.73   (meters)    7085.7    (feet)  GPS OBS   
 AI7446  ___________________________________________________________________
 AI7446  EPOCH DATE  -        2002.00
 AI7446  X           -  -1,939,285.582 (meters)                     COMP
 AI7446  Y           -  -4,844,283.143 (meters)                     COMP
 AI7446  Z           -   3,659,204.106 (meters)                     COMP
 AI7446  ELLIP HEIGHT-        2136.69  (meters)          (04/??/06) GPS OBS
 AI7446  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7446
 AI7446  HORZ ORDER  -  SPECIAL (CORS)
 AI7446  ELLP ORDER  -  SPECIAL (CORS)
 AI7446
 AI7446.ITRF positions are available for this station.
 AI7446.The coordinates were established by GPS observations
 AI7446.and adjusted by the National Geodetic Survey in April 2006..
 AI7446.The coordinates are valid at the epoch date displayed above.
 AI7446.The epoch date for horizontal control is a decimal equivalence
 AI7446.of Year/Month/Day.
 AI7446
 AI7446.The orthometric height was determined by GPS observations and a
 AI7446.high-resolution geoid model using precise GPS observation and
 AI7446.processing techniques.
 AI7446
 AI7446.The PID for the CORS ARP is AI7445.
 AI7446
 AI7446.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7446
 AI7446.The ellipsoidal height was determined by GPS observations
 AI7446.and is referenced to NAD 83.
 AI7446
 AI7446.The geoid height was determined by GEOID03.
 AI7446
 AI7446;                    North         East     Units Scale Factor Converg.
 AI7446;SPC AZ C     -   468,153.130   222,392.901   MT  0.99990101   +0 03 26.0
 AI7446;SPC AZ C     - 1,535,935.47    729,635.50   iFT  0.99990101   +0 03 26.0
 AI7446
 AI7446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7446!SPC AZ C     -   0.99966473  x   0.99990101  =   0.99956577
 AI7446
 AI7446                          SUPERSEDED SURVEY CONTROL
 AI7446
 AI7446  NAD 83(CORS)-  35 13 17.49950(N)    111 49 02.78182(W) AD(2002.00) c
 AI7446  ELLIP H (04/??/04) 2136.71   (m)                       GP(2002.00) c c
 AI7446  NAD 83(CORS)-  35 13 17.49830(N)    111 49 02.78084(W) AD(2002.00) c
 AI7446  ELLIP H (03/??/02) 2136.72   (m)                       GP(2002.00) c c
 AI7446  NAD 83(CORS)-  35 13 17.49833(N)    111 49 02.78076(W) AD(1997.00) c
 AI7446  ELLIP H (09/??/00) 2136.72   (m)                       GP(1997.00) c c
 AI7446
 AI7446.Superseded values are not recommended for survey control.
 AI7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7446.See file dsdata.txt to determine how the superseded data were derived.
 AI7446
 AI7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 AI7446_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7446
 AI7446                          STATION DESCRIPTION
 AI7446
 AI7446'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7446'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7446'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7446'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7446'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7446'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0653 ***********************************************************************
 FQ0653  DESIGNATION -  FLAGSTAFF ARIZ ST COL OBS DOME
 FQ0653  PID         -  FQ0653
 FQ0653  STATE/COUNTY-  AZ/COCONINO
 FQ0653  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0653
 FQ0653                         *CURRENT SURVEY CONTROL
 FQ0653  ___________________________________________________________________
 FQ0653* NAD 83(1992)-  35 11 03.59891(N)    111 39 12.43304(W)     ADJUSTED  
 FQ0653* NAVD 88     -                                                        
 FQ0653  ___________________________________________________________________
 FQ0653  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FQ0653  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0653
 FQ0653  HORZ ORDER  -  THIRD
 FQ0653
 FQ0653.The horizontal coordinates were established by classical geodetic methods
 FQ0653.and adjusted by the National Geodetic Survey in August 1993..
 FQ0653
 FQ0653
 FQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0653
 FQ0653.The geoid height was determined by GEOID03.
 FQ0653
 FQ0653;                    North         East     Units Scale Factor Converg.
 FQ0653;SPC AZ C     -   464,054.223   237,331.858   MT  0.99990708   +0 09 06.0
 FQ0653;SPC AZ C     - 1,522,487.61    778,647.83   iFT  0.99990708   +0 09 06.0
 FQ0653;UTM  12      - 3,893,680.702   440,504.870   MT  0.99964362   -0 22 35.5
 FQ0653
 FQ0653                          SUPERSEDED SURVEY CONTROL
 FQ0653
 FQ0653  NAD 83(1986)-  35 11 03.59110(N)    111 39 12.42991(W) AD(       ) 4
 FQ0653  NAD 27      -  35 11 03.55110(N)    111 39 09.84041(W) AD(       ) 3
 FQ0653
 FQ0653.Superseded values are not recommended for survey control.
 FQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0653.See file dsdata.txt to determine how the superseded data were derived.
 FQ0653
 FQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4050593681(NAD 83)
 FQ0653_MARKER: 88 = OBSERVATORY DOME
 FQ0653
 FQ0653  HISTORY     - Date     Condition        Report By
 FQ0653  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0653  HISTORY     - 19931202 GOOD             USPSQD
 FQ0653
 FQ0653                          STATION DESCRIPTION
 FQ0653
 FQ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0653'LOCATED ON THE HIGHEST POINT OF A LOW, TREE COVERED HILL THAT
 FQ0653'IS ABOUT 0.3 MILE SOUTHWEST OF THE COLLEGE BUILDINGS.  A KEY
 FQ0653'IS NEEDED TO ENTER THE FENCED ENCLOSURE AND THE OBSERVATORY.
 FQ0653'IT IS OBTAINABLE FROM THE BUILDING ADMINISTRATION OFFICE.
 FQ0653'
 FQ0653'THE STATION IS THE CENTER OF THE TOP OF THE DOME OF THE
 FQ0653'ARIZONA STATE COLLEGE OBSERVATORY AT FLAGSTAFF.  THE DOME IS
 FQ0653'SUPPORTED BY A 20 FOOT HIGH STONE BUILDING, SURROUNDED BY
 FQ0653'A METAL FENCE THAT IS 12 FEET HIGH.  THE OVERALL HEIGHT OF THE
 FQ0653'STRUCTURE IS 35 FEET.
 FQ0653'
 FQ0653'THE POINT OBSERVED WAS A LIGHT CENTERED ON THE TOP OF THE DOME.
 FQ0653
 FQ0653                          STATION RECOVERY (1993)
 FQ0653
 FQ0653'RECOVERY NOTE BY US POWER SQUADRON 1993
 FQ0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0646 ***********************************************************************
 FQ0646  DESIGNATION -  FLAGSTAFF MUN AIRPORT AP STA A
 FQ0646  PID         -  FQ0646
 FQ0646  STATE/COUNTY-  AZ/COCONINO
 FQ0646  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0646
 FQ0646                         *CURRENT SURVEY CONTROL
 FQ0646  ___________________________________________________________________
 FQ0646* NAD 83(1992)-  35 07 53.55995(N)    111 40 41.56345(W)     ADJUSTED  
 FQ0646* NAVD 88     -      2138.     (meters)    7014.     (feet)  SCALED    
 FQ0646  ___________________________________________________________________
 FQ0646  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FQ0646  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0646
 FQ0646  HORZ ORDER  -  THIRD
 FQ0646
 FQ0646.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0646
 FQ0646.The horizontal coordinates were established by classical geodetic methods
 FQ0646.and adjusted by the National Geodetic Survey in August 1993..
 FQ0646
 FQ0646.The orthometric height was scaled from a topographic map.
 FQ0646
 FQ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0646
 FQ0646.The geoid height was determined by GEOID03.
 FQ0646
 FQ0646;                    North         East     Units Scale Factor Converg.
 FQ0646;SPC AZ C     -   458,192.553   235,091.038   MT  0.99990582   +0 08 14.0
 FQ0646;SPC AZ C     - 1,503,256.41    771,296.06   iFT  0.99990582   +0 08 14.0
 FQ0646;UTM  12      - 3,887,841.451   438,210.741   MT  0.99964705   -0 23 25.1
 FQ0646
 FQ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0646!SPC AZ C     -   0.99966816  x   0.99990582  =   0.99957401
 FQ0646!UTM  12      -   0.99966816  x   0.99964705  =   0.99931533
 FQ0646
 FQ0646:                Primary Azimuth Mark                     Grid Az
 FQ0646:SPC AZ C     -  AIRPORT BCN FLAGSTAFF MUN APT            010 24 33.0
 FQ0646:UTM  12      -  AIRPORT BCN FLAGSTAFF MUN APT            010 56 12.1
 FQ0646
 FQ0646|---------------------------------------------------------------------|
 FQ0646| PID    Reference Object                     Distance      Geod. Az  |
 FQ0646|                                                           dddmmss.s |
 FQ0646| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       APPROX. 0.5 KM 0103247.0 |
 FQ0646| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX. 6.8 KM 2800613.5 |
 FQ0646|---------------------------------------------------------------------|
 FQ0646
 FQ0646                          SUPERSEDED SURVEY CONTROL
 FQ0646
 FQ0646  NAD 83(1986)-  35 07 53.55271(N)    111 40 41.59027(W) AD(       ) 3
 FQ0646  NAD 27      -  35 07 53.52100(N)    111 40 38.96500(W) AD(       ) 3
 FQ0646
 FQ0646.Superseded values are not recommended for survey control.
 FQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0646.See file dsdata.txt to determine how the superseded data were derived.
 FQ0646
 FQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3821187841(NAD 83)
 FQ0646_MARKER: DT = TOPOGRAPHIC STATION DISK
 FQ0646_SETTING: 0 = UNSPECIFIED SETTING
 FQ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0646
 FQ0646  HISTORY     - Date     Condition        Report By
 FQ0646  HISTORY     - 1960     MONUMENTED       CGS
 FQ0646  HISTORY     - 19951210 MARK NOT FOUND   CHANCE
 FQ0646
 FQ0646                          STATION DESCRIPTION
 FQ0646
 FQ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0646'ON THE E. SIDE OF THE RUNWAY NEAR THE SW EN209.08 FT. NE
 FQ0646'OF THE SW EN80 FT. E OF CL OF RUNWAY.  33.5 FT. NE OF THE
 FQ0646'FIRST RUNWAY LIGHT.  5 FT. EAST OF EAST EDGE OF RUNWAY.  A
 FQ0646'TOPO DISK IN CONCRETE MONUMENT.
 FQ0646
 FQ0646                          STATION RECOVERY (1995)
 FQ0646
 FQ0646'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0646'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 FQ0646'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0648 ***********************************************************************
 FQ0648  DESIGNATION -  FLAGSTAFF MUN AIRPORT ARP
 FQ0648  PID         -  FQ0648
 FQ0648  STATE/COUNTY-  AZ/COCONINO
 FQ0648  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0648
 FQ0648                         *CURRENT SURVEY CONTROL
 FQ0648  ___________________________________________________________________
 FQ0648* NAD 83(1992)-  35 08 16.41151(N)    111 40 20.25437(W)     ADJUSTED  
 FQ0648* NAVD 88     -      2137.     (meters)    7011.     (feet)  SCALED    
 FQ0648  ___________________________________________________________________
 FQ0648  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FQ0648  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0648
 FQ0648  HORZ ORDER  -  THIRD
 FQ0648
 FQ0648.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0648
 FQ0648.The horizontal coordinates were established by classical geodetic methods
 FQ0648.and adjusted by the National Geodetic Survey in August 1993..
 FQ0648
 FQ0648.The orthometric height was scaled from a topographic map.
 FQ0648
 FQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0648
 FQ0648.The geoid height was determined by GEOID03.
 FQ0648
 FQ0648;                    North         East     Units Scale Factor Converg.
 FQ0648;SPC AZ C     -   458,898.020   235,628.743   MT  0.99990611   +0 08 26.3
 FQ0648;SPC AZ C     - 1,505,570.93    773,060.18   iFT  0.99990611   +0 08 26.3
 FQ0648;UTM  12      - 3,888,541.756   438,754.778   MT  0.99964623   -0 23 13.0
 FQ0648
 FQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0648!SPC AZ C     -   0.99966832  x   0.99990611  =   0.99957446
 FQ0648!UTM  12      -   0.99966832  x   0.99964623  =   0.99931467
 FQ0648
 FQ0648:                Primary Azimuth Mark                     Grid Az
 FQ0648:SPC AZ C     -  AIRPORT BCN FLAGSTAFF MUN APT            247 01 05.0
 FQ0648:UTM  12      -  AIRPORT BCN FLAGSTAFF MUN APT            247 32 44.3
 FQ0648
 FQ0648|---------------------------------------------------------------------|
 FQ0648| PID    Reference Object                     Distance      Geod. Az  |
 FQ0648|                                                           dddmmss.s |
 FQ0648| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       480.795 METERS 2470931.3 |
 FQ0648|---------------------------------------------------------------------|
 FQ0648
 FQ0648                          SUPERSEDED SURVEY CONTROL
 FQ0648
 FQ0648  NAD 83(1986)-  35 08 16.40229(N)    111 40 20.28148(W) AD(       ) 3
 FQ0648  NAD 27      -  35 08 16.38600(N)    111 40 17.64400(W) AD(       ) 3
 FQ0648
 FQ0648.Superseded values are not recommended for survey control.
 FQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0648.See file dsdata.txt to determine how the superseded data were derived.
 FQ0648
 FQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3875588542(NAD 83)
 FQ0648_MARKER: DS = TRIANGULATION STATION DISK
 FQ0648_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0648+STABILITY: POSITION/ELEVATION WELL
 FQ0648
 FQ0648  HISTORY     - Date     Condition        Report By
 FQ0648  HISTORY     - 1960     MONUMENTED       CGS
 FQ0648  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FQ0648
 FQ0648                          STATION DESCRIPTION
 FQ0648
 FQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0648'IN THE APPROXIMATE CENTER OF THE AIRPORT ON THE WEST SIDE OF THE
 FQ0648'RUNWAY.  ABOUT 1400 FT. NE OF THE ADMINISTRATION BUILDING.  156
 FQ0648'FT. SSW OF CL OF SOUTHERLY ONE OF TWO TAXIWAYS.  108 FT. WEST OF
 FQ0648'CL OF THE RUNWAY.  4 FT. NNE OF A 2 X 4 WITNESS POST.  A
 FQ0648'TOPO DISK SET IN DRILL HOLE IN ROCK OUTCROP.
 FQ0648
 FQ0648                          STATION RECOVERY (1995)
 FQ0648
 FQ0648'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0648'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FQ0648'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0649 ***********************************************************************
 FQ0649  DESIGNATION -  FLAGSTAFF MUN AIRPORT AP STA B
 FQ0649  PID         -  FQ0649
 FQ0649  STATE/COUNTY-  AZ/COCONINO
 FQ0649  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0649
 FQ0649                         *CURRENT SURVEY CONTROL
 FQ0649  ___________________________________________________________________
 FQ0649* NAD 83(1992)-  35 08 38.76911(N)    111 39 53.45022(W)     ADJUSTED  
 FQ0649* NAVD 88     -      2134.     (meters)    7001.     (feet)  SCALED    
 FQ0649  ___________________________________________________________________
 FQ0649  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FQ0649  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0649
 FQ0649  HORZ ORDER  -  THIRD
 FQ0649
 FQ0649.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0649
 FQ0649.The horizontal coordinates were established by classical geodetic methods
 FQ0649.and adjusted by the National Geodetic Survey in August 1993..
 FQ0649
 FQ0649.The orthometric height was scaled from a topographic map.
 FQ0649
 FQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0649
 FQ0649.The geoid height was determined by GEOID03.
 FQ0649
 FQ0649;                    North         East     Units Scale Factor Converg.
 FQ0649;SPC AZ C     -   459,588.651   236,305.487   MT  0.99990649   +0 08 41.8
 FQ0649;SPC AZ C     - 1,507,836.78    775,280.47   iFT  0.99990649   +0 08 41.8
 FQ0649;UTM  12      - 3,889,225.947   439,437.675   MT  0.99964520   -0 22 57.8
 FQ0649
 FQ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0649!SPC AZ C     -   0.99966879  x   0.99990649  =   0.99957531
 FQ0649!UTM  12      -   0.99966879  x   0.99964520  =   0.99931411
 FQ0649
 FQ0649:                Primary Azimuth Mark                     Grid Az
 FQ0649:SPC AZ C     -  ELDEN MOUNTAIN LOOKOUT TOWER             029 31 13.1
 FQ0649:UTM  12      -  ELDEN MOUNTAIN LOOKOUT TOWER             030 02 52.7
 FQ0649
 FQ0649|---------------------------------------------------------------------|
 FQ0649| PID    Reference Object                     Distance      Geod. Az  |
 FQ0649|                                                           dddmmss.s |
 FQ0649| FQ0635 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.12.4 KM 0293954.9 |
 FQ0649| FQ0648 FLAGSTAFF MUN AIRPORT ARP           APPROX. 1.0 KM 2243347.1 |
 FQ0649| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       APPROX. 1.4 KM 2320126.1 |
 FQ0649| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX. 7.9 KM 2683358.1 |
 FQ0649|---------------------------------------------------------------------|
 FQ0649
 FQ0649                          SUPERSEDED SURVEY CONTROL
 FQ0649
 FQ0649  NAD 83(1986)-  35 08 38.75771(N)    111 39 53.47804(W) AD(       ) 3
 FQ0649  NAD 27      -  35 08 38.74800(N)    111 39 50.83600(W) AD(       ) 3
 FQ0649
 FQ0649.Superseded values are not recommended for survey control.
 FQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0649.See file dsdata.txt to determine how the superseded data were derived.
 FQ0649
 FQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3943889226(NAD 83)
 FQ0649_MARKER: DT = TOPOGRAPHIC STATION DISK
 FQ0649_SETTING: 0 = UNSPECIFIED SETTING
 FQ0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0649
 FQ0649  HISTORY     - Date     Condition        Report By
 FQ0649  HISTORY     - 1960     MONUMENTED       CGS
 FQ0649  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FQ0649
 FQ0649                          STATION DESCRIPTION
 FQ0649
 FQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0649'ON THE EAST SIDE OF THE RUNWAY AT THE NE END OF THE RUNWAY.  80
 FQ0649'FT. EAST OF CL OF RUNWAY.  13.5 FT. SW OF THE MOST EASTERLY
 FQ0649'THRESHOLD LIGHT.  5 FT. EAST OF EDGE OF RUNWAY.  A TOPO DISK
 FQ0649'IN CONCRETE MONUMENT.
 FQ0649
 FQ0649                          STATION RECOVERY (1995)
 FQ0649
 FQ0649'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0649'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FQ0649'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0454 ***********************************************************************
 FQ0454  FBN         -  This is a Federal Base Network Control Station.
 FQ0454  DESIGNATION -  FLAGSTAFF NCMN
 FQ0454  PID         -  FQ0454
 FQ0454  STATE/COUNTY-  AZ/COCONINO
 FQ0454  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0454
 FQ0454                         *CURRENT SURVEY CONTROL
 FQ0454  ___________________________________________________________________
 FQ0454* NAD 83(1992)-  35 12 52.88746(N)    111 38 05.04071(W)     ADJUSTED  
 FQ0454* NAVD 88     -      2168.480  (meters)    7114.42   (feet)  ADJUSTED  
 FQ0454  ___________________________________________________________________
 FQ0454  X           -  -1,923,992.154 (meters)                     COMP
 FQ0454  Y           -  -4,850,855.864 (meters)                     COMP
 FQ0454  Z           -   3,658,589.237 (meters)                     COMP
 FQ0454  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FQ0454  ELLIP HEIGHT-        2145.37  (meters)          (05/31/05) GPS OBS
 FQ0454  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0454  DYNAMIC HT  -        2165.393 (meters)    7104.29  (feet)  COMP
 FQ0454  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 FQ0454
 FQ0454  HORZ ORDER  -  A
 FQ0454  VERT ORDER  -  FIRST     CLASS II
 FQ0454  ELLP ORDER  -  FOURTH    CLASS II
 FQ0454
 FQ0454.The horizontal coordinates were established by VLBI observations
 FQ0454.and local terrestrial surveys and adjusted by the
 FQ0454.National Geodetic Survey in April 1992..
 FQ0454
 FQ0454.The orthometric height was determined by differential leveling
 FQ0454.and adjusted by the National Geodetic Survey in June 1991..
 FQ0454.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0454.derived orthometric height which differed from the leveled height by
 FQ0454.more than one decimeter (0.1 meter).
 FQ0454
 FQ0454.Photographs are available for this station.
 FQ0454
 FQ0454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0454
 FQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0454
 FQ0454.The ellipsoidal height was determined by GPS observations
 FQ0454.and is referenced to NAD 83.
 FQ0454
 FQ0454.The geoid height was determined by GEOID03.
 FQ0454
 FQ0454.The dynamic height is computed by dividing the NAVD 88
 FQ0454.geopotential number by the normal gravity value computed on the
 FQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0454.degrees latitude (g = 980.6199 gals.).
 FQ0454
 FQ0454.The modeled gravity was interpolated from observed gravity values.
 FQ0454
 FQ0454;                    North         East     Units Scale Factor Converg.
 FQ0454;SPC AZ C     -   467,426.610   239,027.224   MT  0.99990812   +0 09 45.3
 FQ0454;SPC AZ C     - 1,533,551.87    784,210.05   iFT  0.99990812   +0 09 45.3
 FQ0454;UTM  12      - 3,897,036.422   442,230.806   MT  0.99964113   -0 21 57.7
 FQ0454
 FQ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0454!SPC AZ C     -   0.99966337  x   0.99990812  =   0.99957152
 FQ0454!UTM  12      -   0.99966337  x   0.99964113  =   0.99930462
 FQ0454
 FQ0454|---------------------------------------------------------------------|
 FQ0454| PID    Reference Object                     Distance      Geod. Az  |
 FQ0454|                                                           dddmmss.s |
 FQ0454| FQ0453 FLAGSTAFF NCMN RM 1                  21.264 METERS 08646     |
 FQ0454| FQ0656 FLAGSTAFF NCMN AZ MK                APPROX. 0.7 KM 0982510.2 |
 FQ0454| FQ0660 FLAGSTAFF NCMN RM 4                  27.496 METERS 12943     |
 FQ0454| FQ0661 FLAGSTAFF TEMP POINT                 27.497 METERS 12944     |
 FQ0454| FQ0452 FLAGSTAFF NCMN RM 2                  33.324 METERS 21812     |
 FQ0454| FQ0451 FLAGSTAFF NCMN RM 3                  33.346 METERS 31525     |
 FQ0454|---------------------------------------------------------------------|
 FQ0454
 FQ0454                          SUPERSEDED SURVEY CONTROL
 FQ0454
 FQ0454  ELLIP H (09/30/99) 2145.39   (m)                       GP(       ) 3 1
 FQ0454  NAD 83(1992)-  35 12 52.88754(N)    111 38 05.04098(W) AD(       ) B
 FQ0454  ELLIP H (09/04/92) 2145.47   (m)                       GP(       ) 3 1
 FQ0454  ELLIP H (04/03/92) 2145.47   (m)                       GP(       ) 1 1
 FQ0454  NAD 83(1986)-  35 12 52.88754(N)    111 38 05.04098(W) AD(       ) 1
 FQ0454  NAD 27      -  35 12 55.50000(N)    111 38 02.50000(W) AD(       ) 1
 FQ0454  NAVD 88 (08/22/05) 2168.48   (m)         7114.4    (f) LEVELING    3  
 FQ0454  NAVD 88 (09/04/92) 2168.48   (m)         7114.4    (f) LEVELING    3  
 FQ0454  NGVD 29 (07/19/86) 2167.31   (m)         7110.6    (f) LEVELING    3  
 FQ0454
 FQ0454.Superseded values are not recommended for survey control.
 FQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0454.See file dsdata.txt to determine how the superseded data were derived.
 FQ0454
 FQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4223197036(NAD 83)
 FQ0454_MARKER: DH = HORIZONTAL CONTROL DISK
 FQ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0454_SP_SET: CONCRETE POST
 FQ0454_STAMPING: FLAGSTAFF NCMN 1981
 FQ0454_MARK LOGO: NGS   
 FQ0454_PROJECTION: FLUSH
 FQ0454_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0454+STABILITY: SURFACE MOTION
 FQ0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0454+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FQ0454
 FQ0454  HISTORY     - Date     Condition        Report By
 FQ0454  HISTORY     - 1981     MONUMENTED       NGS
 FQ0454  HISTORY     - 1982     GOOD             NGS
 FQ0454  HISTORY     - 19830718 GOOD             NGS
 FQ0454  HISTORY     - 19840502 GOOD
 FQ0454  HISTORY     - 19920203 GOOD             NGS
 FQ0454  HISTORY     - 19960313 GOOD             CHANCE
 FQ0454  HISTORY     - 19981119 GOOD             NGS
 FQ0454  HISTORY     - 20000906 GOOD             NGS
 FQ0454  HISTORY     - 20050401 GOOD             NGS
 FQ0454
 FQ0454                          STATION DESCRIPTION
 FQ0454
 FQ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0454'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0454'THE MARK IS ABOVE LEVEL WITH NORTH GEMINI.
 FQ0454'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0454'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0454'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0454'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0454'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0454'AREA AND A DRIVEWAY, 219.3 METERS (720 FT) WEST OF THE CENTER OF
 FQ0454'GEMINI, 17.4 METERS (57 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 FQ0454'BUILDING 4, 14.6 METERS (48 FT) EAST OF THE WEST EDGE OF THE PARKING
 FQ0454'LOT, 50.3 METERS (165 FT) WEST OF THE NORTHWEST CORNER OF BUILDING 5,
 FQ0454'21.4 METERS (70 FT) WEST OF RM 1.
 FQ0454
 FQ0454                          STATION RECOVERY (1983)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0454'PRIMARY SCIENTIFIC PRUPOSES - MEASUREMENTS SUPPORTING THE
 FQ0454'DETERMINATION OF REGIONAL DEFORMATION.
 FQ0454'SITE DESCRIPTION - THE SITE IS LOCATED AT THE NORTH EDGE OF FLAGSTAFF,
 FQ0454'AZ, ON THE GROUNDS OF THE UNITED STATES GEOLOGICAL SURVEY.  THE SITE
 FQ0454'IS EQUIPPED WITH TWO MONUMENTS SET IN AN ASPHALT PARKING LOT.  ONE
 FQ0454'MONUMENT IS COMPATIBLE FOR OCCUPATION BY MOBILE VLBI SYSTEMS.
 FQ0454'BECAUSE OF ITS PROXIMITY TO A BUILDING, THE SECOND MONUMENT IS
 FQ0454'COMPATIBLE FOR OCCUPATION BY TLRS-1 ONLY.
 FQ0454'THE MARK IS AN NGS STATION DISK SET IN A CONCRETE MONUMENT FLUSH
 FQ0454'WITH PAVED PARKING LOT.
 FQ0454'TO REACH THE STATION FROM THE PAGE OVERRAMP ON SANTA FE AVE. WHICH IS
 FQ0454'U.S. HIGHWAY 89, AT THE NORTHEAST EDGE OF FLAGSTAFF. GO SOUTHWEST ON
 FQ0454'SANTA FE AVE. FOR 1.8 MILES TO THE JUNCTION OF 4TH ST. ON THE RIGHT.
 FQ0454'TURN RIGHT AND GO NORTH ON 4TH ST. FOR 0.85 MILE TO THE JUNCTION OF
 FQ0454'CEDAR AVE.  TURN LEFT AND GO WEST ON CEDAR AVE. FOR 1.1 MILES TO
 FQ0454'E. GEMINI ST. FOR 0.15 MILE TO THE FORTH ENTRANCE WAY TO USGS PROPERTY
 FQ0454'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE WEST EDGE
 FQ0454'PAVED PARKING LOT AND THE STATION.
 FQ0454'SITE TOPO MAP - FLAGSTAFF WEST, AZ., USGS
 FQ0454'GEOLOGICAL PROVINCE - COLORADO PLATEAU
 FQ0454'LOCAL GEOLOGY - VOLCANIC FLOWS AND TUFF
 FQ0454
 FQ0454                          STATION RECOVERY (1984)
 FQ0454
 FQ0454'RECOVERED 1984
 FQ0454'RECOVERED IN GOOD CONDITION.
 FQ0454
 FQ0454                          STATION RECOVERY (1992)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FQ0454'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF FLAGSTAFF, AT THE
 FQ0454'U.S. GEOLOGICAL FIELD CENTER, IN A MACADAM PARKING LOT ADJACENT TO
 FQ0454'BUILDINGS 4 AND 5.  CONTACT VICKIE FEARHEILY, GEOLOGIC DIVISION,
 FQ0454'OFFICE OF CHIEF GEOLOGIST, 2255 NORTH GEMINI DRIVE, FLAGSTAFF AZ
 FQ0454'86001-1698, PHONE 602-556-7150.  CONTACT IN ADVANCE FOR SECURITY AND
 FQ0454'LOCKED GATE.  NOTE--DUMPING IS DONE IN THE REFERENCE MARKS AREA.
 FQ0454'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 17 AND
 FQ0454'40 AND U.S. HIGHWAY 89A (EXIT 195), GO NORTH ON HIGHWAY 89A (NORTH
 FQ0454'MILTON ROAD, HIGHWAY BECOMES SANTA FE AVENUE) FOR 3.65 KM (2.27 MI)
 FQ0454'TO A CROSS STREET, JUST PAST THE SANTA FE RAILROAD STATION ON THE
 FQ0454'RIGHT.  TURN LEFT, NORTH, ON NORTH SAN FRANCISCO STREET FOR 1.61 KM
 FQ0454'(1.00 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON EAST FOREST AVENUE
 FQ0454'FOR 1.21 KM (0.75 MI) TO A ROAD LEFT.  TURN LEFT, NORTHWEST, ON
 FQ0454'GEMINI DRIVE FOR 0.17 KM (0.11 MI) TO A PAVED DRIVE LEFT.  TURN LEFT,
 FQ0454'WEST, THROUGH LOCKED POLE GATE FOR 0.19 KM (0.12 MI) TO END OF DRIVE
 FQ0454'AT PARKING AREA AND THE STATION IN THE PARKING LOT.
 FQ0454'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30-CM ROUND
 FQ0454'CONCRETE POST FLUSH WITH THE PAVEMENT, IN THE CENTER OF A 3 M
 FQ0454'(9.8 FT) LONG PAINTED CROSS.  LOCATED 46.8 M (153.5 FT)
 FQ0454'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BUILDING 5, 15.7 M
 FQ0454'(51.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 13.7
 FQ0454'M (44.9 FT) SOUTH OF THE SOUTHWEST CORNER OF FENCED STORAGE YARD FOR
 FQ0454'BUILDING 4, 13.7 M (44.9 FT) EAST OF THE WEST PARKING LOT CURB AND
 FQ0454'10.4 M (34.1 FT) NORTH-NORTHWEST OF THE EAST END OF THE SOUTH PARKING
 FQ0454'LOT CURB.
 FQ0454
 FQ0454                          STATION RECOVERY (1996)
 FQ0454
 FQ0454'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 FQ0454'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FQ0454
 FQ0454                          STATION RECOVERY (1998)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FQ0454'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF FLAGSTAFF, AT THE
 FQ0454'U.S. GEOLOGICAL SURVEY FIELD CENTER, IN A MACADAM PARKING LOT ADJACENT
 FQ0454'TO BUILDINGS 4 AND 5.  OWNERSHIP--U.S. GEOLOGICAL SURVEY, 2255 NORTH
 FQ0454'GEMINI DRIVE, FLAGSTAFF AZ 86001.  CONTACT IS SUE BEARD, GEOLOGIST,
 FQ0454'PHONE 520-556-7196.  CONTACT JUANITA VELASCO, PHONE 556-7150, IN
 FQ0454'ADVANCE FOR SECURITY AND ACCESS TO LOCKED GATE.  TO REACH THE STATION
 FQ0454'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 AND U.S. HIGHWAY
 FQ0454'89A (EXIT 195), GO NORTH ON HIGHWAY 89A (NORTH MILTON ROAD, HIGHWAY
 FQ0454'BECOMES SANTA FE AVENUE) FOR 3.65 KM (2.25 MI) TO A CROSS STREET, JUST
 FQ0454'PAST THE SANTA FE RAILROAD STATION ON THE RIGHT.  TURN LEFT, NORTH ON
 FQ0454'NORTH SAN FRANCISCO STREET FOR 1.61 KM (1.00 MI) TO A CROSSROAD.  TURN
 FQ0454'RIGHT, EAST ON EAST FOREST AVENUE, FOR 1.21 KM (0.75 MI) TO A ROAD
 FQ0454'LEFT.  TURN LEFT, NORTHWEST ON GEMINI DRIVE FOR 0.17 KM (0.10 MI) TO
 FQ0454'THE FIRST PAVED DRIVE LEFT.  TURN LEFT, WEST THROUGH LOCKED POLE GATE
 FQ0454'FOR 0.19 KM (0.10 MI) TO END OF DRIVE AT PARKING AREA AND THE STATION
 FQ0454'IN THE PARKING LOT.  THE STATION IS SET IN A 30-CM ROUND CONCRETE POST
 FQ0454'FLUSH WITH THE PAVEMENT AND IN THE CENTER OF A 4.5 M (14.8 FT) LONG
 FQ0454'WHITE PAINTED CROSS. LOCATED 46.7 M (153.2 FT) WEST OF THE NORTHWEST
 FQ0454'CORNER OF BUILDING 5, 15.8 M (51.8 FT) SOUTH-SOUTHWEST OF THE
 FQ0454'SOUTHWEST CORNER OF BUILDING 4, 13.7 M (44.9 FT) SOUTH-SOUTHEAST OF
 FQ0454'THE SOUTHWEST CORNER OF FENCED STORAGE YARD FOR BUILDING 4, 14.6 M
 FQ0454'(47.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF TWO JOINING CURBS AND
 FQ0454'13.9 M (45.6 FT) NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF A
 FQ0454'CONCRETE DRAINAGE SPILLWAY.  NOTE--THIS LOCATION IS IDEAL FOR A CTCORS
 FQ0454'SITE AS THE STATION IS LOCATED ON THE PROPERTY OF THE U.S. GEOLOGICAL
 FQ0454'SURVEY.
 FQ0454
 FQ0454                          STATION RECOVERY (2000)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0454'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 89A FROM THE JUNCTION
 FQ0454'OF INTERSTATE HIGHWAY 40 (EXIT 195) IN FLAGSTAFF, THENCE 1.5 KM (0.95
 FQ0454'MI) NORTHERLY ALONG STATE HIGHWAY 180 (FIRST LEFT TURN AFTER PASSING
 FQ0454'UNDER THE RAILROAD OVERPASS) , THENCE 1.9 KM (1.20 MI) EAST AND THEN
 FQ0454'NORTH ALONG FOREST AVENUE, THENCE 0.2 KM (0.10 MI) WEST AND THEN NORTH
 FQ0454'ALONG GEMINI DRIVE, THENCE 0.2 KM (0.10 MI) WEST ALONG A DRIVEWAY
 FQ0454'BETWEEN U.S.  GEOLOGICAL SURVEY BUILDINGS 4 AND 5 TO A LARGE WHITE X
 FQ0454'PAINTED NEAR THE CENTER OF THE DRIVEWAY, 46.9 M (153.9 FT) WEST OF THE
 FQ0454'NORTHWEST CORNER OF BUILDING 5, 15.7 M (51.5 FT) SOUTHWEST OF THE
 FQ0454'SOUTHWEST CORNER OF BUILDING 4, 13.7 M (44.9 FT) EAST OF THE WEST CURB
 FQ0454'OF THE DRIVEWAY AND PARKING AREA, 3.0 M (9.8 FT) NORTH OF THE DRIVEWAY
 FQ0454'CENTER, AND THE MONUMENT IS FLUSH WITH THE DRIVEWAY.  NOTE--THE
 FQ0454'MONUMENT IS ON PROPERTY OWNED BY THE U.S. GEOLOGICAL SURVEY, 2255
 FQ0454'NORTH GEMINI DRIVE, FLAGSTAFF, AZ 86001, TELEPHONE 520-556-7196.  THIS
 FQ0454'IS A FEDERAL BASE NETWORK CONTROL STATION.
 FQ0454
 FQ0454                          STATION RECOVERY (2005)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FQ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 7.2 KM (4.5 MI) NORTH FROM
 FQ0454'FLAGSTAFF. THE MARK IS ABOVE LEVEL WITH NORTH GEMINI. 3.7 KM (2.3 MI)
 FQ0454'NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF INTERSTATE HIGHWAYS
 FQ0454'17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI) NORTH ALONG SAN
 FQ0454'FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG CEDAR AVENUE,
 FQ0454'THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE SOUTHWEST
 FQ0454'CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING AREA AND A
 FQ0454'DRIVEWAY, 219.3 METERS (720 FT) WEST OF THE CENTER OF GEMINI, 17.4
 FQ0454'METERS (57 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 14.6
 FQ0454'METERS (48 FT) EAST OF THE WEST EDGE OF THE PARKING LOT, 50.3 METERS
 FQ0454'(165 FT) WEST OF THE NORTHWEST CORNER OF BUILDING 5, 21.4 METERS (70
 FQ0454'FT) WEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0656 ***********************************************************************
 FQ0656  DESIGNATION -  FLAGSTAFF NCMN AZ MK
 FQ0656  PID         -  FQ0656
 FQ0656  STATE/COUNTY-  AZ/COCONINO
 FQ0656  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0656
 FQ0656                         *CURRENT SURVEY CONTROL
 FQ0656  ___________________________________________________________________
 FQ0656* NAD 83(1992)-  35 12 49.60231(N)    111 37 38.00333(W)     ADJUSTED  
 FQ0656* NAVD 88     -      2162.94   (+/-2cm)    7096.2    (feet)  VERTCON   
 FQ0656  ___________________________________________________________________
 FQ0656  X           -  -1,923,376.199 (meters)                     COMP
 FQ0656  Y           -  -4,851,158.253 (meters)                     COMP
 FQ0656  Z           -   3,658,503.416 (meters)                     COMP
 FQ0656  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FQ0656  ELLIP HEIGHT-        2140.03  (meters)          (08/23/93) GPS OBS
 FQ0656  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0656
 FQ0656  HORZ ORDER  -  FIRST
 FQ0656  VERT ORDER  -  THIRD (See Below)
 FQ0656  ELLP ORDER  -  FOURTH    CLASS II
 FQ0656
 FQ0656.The horizontal coordinates were established by GPS observations
 FQ0656.and adjusted by the National Geodetic Survey in August 1993..
 FQ0656
 FQ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0656.The vertical order pertains to the NGVD 29 superseded value.
 FQ0656
 FQ0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0656
 FQ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0656
 FQ0656.The ellipsoidal height was determined by GPS observations
 FQ0656.and is referenced to NAD 83.
 FQ0656
 FQ0656.The geoid height was determined by GEOID03.
 FQ0656
 FQ0656;                    North         East     Units Scale Factor Converg.
 FQ0656;SPC AZ C     -   467,327.345   239,711.267   MT  0.99990855   +0 10 00.8
 FQ0656;SPC AZ C     - 1,533,226.20    786,454.29   iFT  0.99990855   +0 10 00.8
 FQ0656;UTM  12      - 3,896,930.878   442,913.721   MT  0.99964016   -0 21 42.1
 FQ0656
 FQ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0656!SPC AZ C     -   0.99966421  x   0.99990855  =   0.99957279
 FQ0656!UTM  12      -   0.99966421  x   0.99964016  =   0.99930449
 FQ0656
 FQ0656:                Primary Azimuth Mark                     Grid Az
 FQ0656:SPC AZ C     -  FLAGSTAFF NCMN                           278 15 25.0
 FQ0656:UTM  12      -  FLAGSTAFF NCMN                           278 47 07.9
 FQ0656
 FQ0656|---------------------------------------------------------------------|
 FQ0656| PID    Reference Object                     Distance      Geod. Az  |
 FQ0656|                                                           dddmmss.s |
 FQ0656| FQ0454 FLAGSTAFF NCMN                      APPROX. 0.7 KM 2782525.8 |
 FQ0656| FQ0453 FLAGSTAFF NCMN RM 1                 APPROX. 0.7 KM 2784727.6 |
 FQ0656|---------------------------------------------------------------------|
 FQ0656
 FQ0656                          SUPERSEDED SURVEY CONTROL
 FQ0656
 FQ0656  NAD 83(1992)-  35 12 49.60088(N)    111 37 38.00350(W) AD(       ) 1
 FQ0656  NAD 83(1986)-  35 12 49.56661(N)    111 37 37.71651(W) AD(       ) 1
 FQ0656  NAD 27      -  35 12 48.75400(N)    111 37 36.43400(W) AD(       ) 1
 FQ0656  NGVD 29 (07/19/86) 2161.89   (m)         7092.8    (f) LEVELING    3  
 FQ0656
 FQ0656.Superseded values are not recommended for survey control.
 FQ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0656.See file dsdata.txt to determine how the superseded data were derived.
 FQ0656
 FQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4291496931(NAD 83)
 FQ0656_MARKER: DZ = AZIMUTH MARK DISK
 FQ0656_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0656_SP_SET: ROCK OUTCROP
 FQ0656_STAMPING: FLAGSTAFF NCMN 1981
 FQ0656_MARK LOGO: NGS   
 FQ0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0656+STABILITY: POSITION/ELEVATION WELL
 FQ0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0656+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 FQ0656
 FQ0656  HISTORY     - Date     Condition        Report By
 FQ0656  HISTORY     - 1981     MONUMENTED       NGS
 FQ0656  HISTORY     - 19830718 GOOD             NGS
 FQ0656  HISTORY     - 19840503 GOOD
 FQ0656
 FQ0656                          STATION DESCRIPTION
 FQ0656
 FQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0656'FROM THE PAGE OVERPASS ON SANTA FE AVENUE, U.S. HIGHWAY 89, IN THE
 FQ0656'NORTHEAST EDGE OF FLAGSTAFF, THENCE SOUTHWEST ON SANTA FE AVENUE FOR
 FQ0656'2.9 KM (1.80 MI) TO THE JUNCTION OF 4TH STREET ON THE RIGHT, THEN
 FQ0656'RIGHT AND GO NORTH ON 4TH STREET FOR 1.4 KM (0.85 MI) TO THE JUNCTION
 FQ0656'OF CEDAR AVENUE, THEN LEFT AND GO WEST ON CEDAR AVENUE FOR 1.8 KM
 FQ0656'(1.10 MI) TO E. GEMINI STREET ON THE LEFT, THEN LEFT AND GO SOUTH ON
 FQ0656'E. GEMINI STREET FOR 0.2 KM (0.10 MI) TO THE FOURTH ENTRANCE TO THE
 FQ0656'U.S. GEOLOGICAL SURVEY FACILITY ON THE RIGHT, CONTINUE SOUTH, THEN
 FQ0656'EAST ON A TRACK ROAD FOR 0.7 KM (0.45 MI) TO THE EAST EDGE OF THE
 FQ0656'MESA AND THE MARK.  IT IS LOCATED 5.70 METERS (18.7 FT) EAST FROM A
 FQ0656'15 CM PINE TREE, 3.0 METERS (9.8 FT) WEST FROM THE EDGE OF A CLIFF
 FQ0656'AND 1.28 METERS (4.2 FT) SOUTH FROM A METAL WITNESS POST.
 FQ0656
 FQ0656                          STATION RECOVERY (1984)
 FQ0656
 FQ0656'RECOVERED 1984
 FQ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0453 ***********************************************************************
 FQ0453  DESIGNATION -  FLAGSTAFF NCMN RM 1
 FQ0453  PID         -  FQ0453
 FQ0453  STATE/COUNTY-  AZ/COCONINO
 FQ0453  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0453
 FQ0453                         *CURRENT SURVEY CONTROL
 FQ0453  ___________________________________________________________________
 FQ0453* NAD 83(1992)-  35 12 52.92643(N)    111 38 04.20128(W)     ADJUSTED  
 FQ0453* NAVD 88     -      2168.606  (meters)    7114.83   (feet)  ADJUSTED  
 FQ0453  ___________________________________________________________________
 FQ0453  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FQ0453  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0453  DYNAMIC HT  -        2165.518 (meters)    7104.70  (feet)  COMP
 FQ0453  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0453
 FQ0453  HORZ ORDER  -  FIRST
 FQ0453  VERT ORDER  -  FIRST     CLASS II
 FQ0453
 FQ0453.The horizontal coordinates were established by classical geodetic methods
 FQ0453.and adjusted by the National Geodetic Survey in August 1993..
 FQ0453
 FQ0453.The orthometric height was determined by differential leveling
 FQ0453.and adjusted by the National Geodetic Survey in June 1991..
 FQ0453
 FQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0453
 FQ0453.The geoid height was determined by GEOID03.
 FQ0453
 FQ0453.The dynamic height is computed by dividing the NAVD 88
 FQ0453.geopotential number by the normal gravity value computed on the
 FQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0453.degrees latitude (g = 980.6199 gals.).
 FQ0453
 FQ0453.The modeled gravity was interpolated from observed gravity values.
 FQ0453
 FQ0453;                    North         East     Units Scale Factor Converg.
 FQ0453;SPC AZ C     -   467,427.872   239,048.449   MT  0.99990813   +0 09 45.8
 FQ0453;SPC AZ C     - 1,533,556.01    784,279.69   iFT  0.99990813   +0 09 45.8
 FQ0453;UTM  12      - 3,897,037.487   442,252.036   MT  0.99964110   -0 21 57.2
 FQ0453
 FQ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0453!SPC AZ C     -   0.99966335  x   0.99990813  =   0.99957151
 FQ0453!UTM  12      -   0.99966335  x   0.99964110  =   0.99930457
 FQ0453
 FQ0453:                Primary Azimuth Mark                     Grid Az
 FQ0453:SPC AZ C     -  FLAGSTAFF NCMN AZ MK                     098 37 26.7
 FQ0453:UTM  12      -  FLAGSTAFF NCMN AZ MK                     099 09 09.7
 FQ0453
 FQ0453|---------------------------------------------------------------------|
 FQ0453| PID    Reference Object                     Distance      Geod. Az  |
 FQ0453|                                                           dddmmss.s |
 FQ0453| FQ0656 FLAGSTAFF NCMN AZ MK                APPROX. 0.7 KM 0984712.5 |
 FQ0453| FQ0661 FLAGSTAFF TEMP POINT                 18.776 METERS 18015     |
 FQ0453| FQ0660 FLAGSTAFF NCMN RM 4                  18.772 METERS 18015     |
 FQ0453| FQ0452 FLAGSTAFF NCMN RM 2                  50.006 METERS 23648     |
 FQ0453| FQ0454 FLAGSTAFF NCMN                       21.264 METERS 26646     |
 FQ0453| FQ0451 FLAGSTAFF NCMN RM 3                  50.010 METERS 29648     |
 FQ0453|---------------------------------------------------------------------|
 FQ0453
 FQ0453                          SUPERSEDED SURVEY CONTROL
 FQ0453
 FQ0453  NAD 83(1992)-  35 12 52.92647(N)    111 38 04.20157(W) AD(       ) 1
 FQ0453  NAD 83(1986)-  35 12 52.92691(N)    111 38 04.19274(W) AD(       ) 1
 FQ0453  NAD 27      -  35 12 55.42976(N)    111 38 01.66363(W) AD(       ) 1
 FQ0453  NGVD 29 (12/04/91) 2167.57   (m)         7111.4    (f) LEVELING    3  
 FQ0453
 FQ0453.Superseded values are not recommended for survey control.
 FQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0453.See file dsdata.txt to determine how the superseded data were derived.
 FQ0453
 FQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4225297037(NAD 83)
 FQ0453_MARKER: DR = REFERENCE MARK DISK
 FQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0453_SP_SET: CONCRETE POST
 FQ0453_STAMPING: FLAGSTAFF NCMN NO 1 1981
 FQ0453_MARK LOGO: NGS   
 FQ0453_PROJECTION: FLUSH
 FQ0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0453+STABILITY: POSITION/ELEVATION WELL
 FQ0453
 FQ0453  HISTORY     - Date     Condition        Report By
 FQ0453  HISTORY     - 1981     MONUMENTED       NGS
 FQ0453  HISTORY     - 1982     GOOD             NGS
 FQ0453  HISTORY     - 19830718 GOOD             NGS
 FQ0453
 FQ0453                          STATION DESCRIPTION
 FQ0453
 FQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0453'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0453'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0453'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0453'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0453'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0453'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0453'AREA AND DRIVEWAY, 18.8 METERS (62 FT) SOUTHEAST OF THE SOUTHWEST
 FQ0453'CORNER OF BUILDING 4, 30.1 METERS (99 FT) NORTHWEST OF THE NORTHWEST
 FQ0453'CORNER OF BUILDING 5, 21.4 METERS (70 FT) EAST OF THE STATION.  NOTE
 FQ0453'CONCRETE POST IS SET INTO BEDROCK.
 FQ0453'THE MARK IS ABOVE LEVEL WITH THE STATION.
 FQ0453
 FQ0453                          STATION RECOVERY (1983)
 FQ0453
 FQ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0452 ***********************************************************************
 FQ0452  DESIGNATION -  FLAGSTAFF NCMN RM 2
 FQ0452  PID         -  FQ0452
 FQ0452  STATE/COUNTY-  AZ/COCONINO
 FQ0452  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0452
 FQ0452                         *CURRENT SURVEY CONTROL
 FQ0452  ___________________________________________________________________
 FQ0452* NAD 83(1992)-  35 12 52.03776(N)    111 38 05.85559(W)     ADJUSTED  
 FQ0452* NAVD 88     -      2166.959  (meters)    7109.43   (feet)  ADJUSTED  
 FQ0452  ___________________________________________________________________
 FQ0452  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0452  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0452  DYNAMIC HT  -        2163.874 (meters)    7099.31  (feet)  COMP
 FQ0452  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0452
 FQ0452  HORZ ORDER  -  FIRST
 FQ0452  VERT ORDER  -  FIRST     CLASS II
 FQ0452
 FQ0452.The horizontal coordinates were established by classical geodetic methods
 FQ0452.and adjusted by the National Geodetic Survey in August 1993..
 FQ0452
 FQ0452.The orthometric height was determined by differential leveling
 FQ0452.and adjusted by the National Geodetic Survey in June 1991..
 FQ0452
 FQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0452
 FQ0452.The geoid height was determined by GEOID03.
 FQ0452
 FQ0452.The dynamic height is computed by dividing the NAVD 88
 FQ0452.geopotential number by the normal gravity value computed on the
 FQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0452.degrees latitude (g = 980.6199 gals.).
 FQ0452
 FQ0452.The modeled gravity was interpolated from observed gravity values.
 FQ0452
 FQ0452;                    North         East     Units Scale Factor Converg.
 FQ0452;SPC AZ C     -   467,400.369   239,006.691   MT  0.99990810   +0 09 44.8
 FQ0452;SPC AZ C     - 1,533,465.78    784,142.69   iFT  0.99990810   +0 09 44.8
 FQ0452;UTM  12      - 3,897,010.377   442,210.037   MT  0.99964116   -0 21 58.1
 FQ0452
 FQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0452!SPC AZ C     -   0.99966360  x   0.99990810  =   0.99957174
 FQ0452!UTM  12      -   0.99966360  x   0.99964116  =   0.99930489
 FQ0452
 FQ0452                          SUPERSEDED SURVEY CONTROL
 FQ0452
 FQ0452  NAD 83(1992)-  35 12 52.03793(N)    111 38 05.85589(W) AD(       ) 1
 FQ0452  NAD 83(1986)-  35 12 52.02896(N)    111 38 05.86441(W) AD(       ) 1
 FQ0452  NAD 27      -  35 12 54.76652(N)    111 38 03.46800(W) AD(       ) 1
 FQ0452  NGVD 29 (12/04/91) 2165.92   (m)         7106.0    (f) LEVELING    3  
 FQ0452
 FQ0452.Superseded values are not recommended for survey control.
 FQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0452.See file dsdata.txt to determine how the superseded data were derived.
 FQ0452
 FQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4221097010(NAD 83)
 FQ0452_MARKER: DR = REFERENCE MARK DISK
 FQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0452_SP_SET: CONCRETE POST
 FQ0452_STAMPING: FLAGSTAFF NCMN NO 2 1981
 FQ0452_MARK LOGO: NGS   
 FQ0452_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0452+STABILITY: POSITION/ELEVATION WELL
 FQ0452
 FQ0452  HISTORY     - Date     Condition        Report By
 FQ0452  HISTORY     - 1981     MONUMENTED       NGS
 FQ0452  HISTORY     - 1982     GOOD             NGS
 FQ0452  HISTORY     - 19830718 GOOD             NGS
 FQ0452
 FQ0452                          STATION DESCRIPTION
 FQ0452
 FQ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0452'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0452'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0452'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0452'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0452'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0452'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0452'AREA AND DRIVEWAY, 54.9 METERS (180 FT) SOUTHWEST OF THE SOUTHWEST
 FQ0452'CORNER OF BUILDING 4, 33.2 METERS (109 FT) SOUTHWEST OF THE STATION,
 FQ0452'50.2 METERS (164.5 FT) SOUTH OF RM 3, 22.9 METERS (75 FT) WEST OF THE
 FQ0452'WEST EDGE OF THE PAVED AREA, 23.8 METERS (78 FT) SOUTHWEST OF THE
 FQ0452'SOUTHWEST CORNER OF A CURB.
 FQ0452'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 FQ0452'THE MARK IS 1.0 M BELOW THE STATION.
 FQ0452
 FQ0452                          STATION RECOVERY (1983)
 FQ0452
 FQ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0452'NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0451 ***********************************************************************
 FQ0451  DESIGNATION -  FLAGSTAFF NCMN RM 3
 FQ0451  PID         -  FQ0451
 FQ0451  STATE/COUNTY-  AZ/COCONINO
 FQ0451  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0451
 FQ0451                         *CURRENT SURVEY CONTROL
 FQ0451  ___________________________________________________________________
 FQ0451* NAD 83(1992)-  35 12 53.65806(N)    111 38 05.96626(W)     ADJUSTED  
 FQ0451* NAVD 88     -      2167.528  (meters)    7111.30   (feet)  ADJUSTED  
 FQ0451  ___________________________________________________________________
 FQ0451  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FQ0451  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0451  DYNAMIC HT  -        2164.441 (meters)    7101.17  (feet)  COMP
 FQ0451  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0451
 FQ0451  HORZ ORDER  -  FIRST
 FQ0451  VERT ORDER  -  FIRST     CLASS II
 FQ0451
 FQ0451.The horizontal coordinates were established by classical geodetic methods
 FQ0451.and adjusted by the National Geodetic Survey in August 1993..
 FQ0451
 FQ0451.The orthometric height was determined by differential leveling
 FQ0451.and adjusted by the National Geodetic Survey in June 1991..
 FQ0451
 FQ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0451
 FQ0451.The geoid height was determined by GEOID03.
 FQ0451
 FQ0451.The dynamic height is computed by dividing the NAVD 88
 FQ0451.geopotential number by the normal gravity value computed on the
 FQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0451.degrees latitude (g = 980.6199 gals.).
 FQ0451
 FQ0451.The modeled gravity was interpolated from observed gravity values.
 FQ0451
 FQ0451;                    North         East     Units Scale Factor Converg.
 FQ0451;SPC AZ C     -   467,450.290   239,003.750   MT  0.99990810   +0 09 44.7
 FQ0451;SPC AZ C     - 1,533,629.56    784,133.04   iFT  0.99990810   +0 09 44.7
 FQ0451;UTM  12      - 3,897,060.310   442,207.558   MT  0.99964116   -0 21 58.2
 FQ0451
 FQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0451!SPC AZ C     -   0.99966352  x   0.99990810  =   0.99957165
 FQ0451!UTM  12      -   0.99966352  x   0.99964116  =   0.99930480
 FQ0451
 FQ0451                          SUPERSEDED SURVEY CONTROL
 FQ0451
 FQ0451  NAD 83(1992)-  35 12 53.65816(N)    111 38 05.96642(W) AD(       ) 1
 FQ0451  NAD 83(1986)-  35 12 53.66619(N)    111 38 05.97615(W) AD(       ) 1
 FQ0451  NAD 27      -  35 12 56.38081(N)    111 38 03.26571(W) AD(       ) 1
 FQ0451  NGVD 29 (12/04/91) 2166.49   (m)         7107.9    (f) LEVELING    3  
 FQ0451
 FQ0451.Superseded values are not recommended for survey control.
 FQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0451.See file dsdata.txt to determine how the superseded data were derived.
 FQ0451
 FQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4220897060(NAD 83)
 FQ0451_MARKER: DR = REFERENCE MARK DISK
 FQ0451_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0451_SP_SET: ROCK OUTCROP
 FQ0451_STAMPING: FLAGSTAFF NCMN NO 3 1981
 FQ0451_MARK LOGO: NGS   
 FQ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0451+STABILITY: POSITION/ELEVATION WELL
 FQ0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0451+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FQ0451
 FQ0451  HISTORY     - Date     Condition        Report By
 FQ0451  HISTORY     - 1981     MONUMENTED       NGS
 FQ0451  HISTORY     - 1982     GOOD             NGS
 FQ0451  HISTORY     - 19830718 GOOD             NGS
 FQ0451  HISTORY     - 1986     GOOD
 FQ0451
 FQ0451                          STATION DESCRIPTION
 FQ0451
 FQ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0451'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0451'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0451'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0451'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0451'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0451'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0451'AREA AND DRIVEWAY, 33.2 METERS (109 FT) NORTHWEST OF THE STATION, 37.5
 FQ0451'METERS (123 FT) NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 0.1
 FQ0451'METER (0.6 FT) SOUTHEAST OF A 2 INCH HIGH METAL WITNESS POST.
 FQ0451'NOTE--MARK IS SET IN OUTCROP BUT AREA HAS BEEN FILLED IN AND NOW IS 18
 FQ0451'INCHES UNDERGROUND WITH A NGS ACCESS COVER.
 FQ0451'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FQ0451'THE MARK IS ABOVE LEVEL WITH THE STATION.
 FQ0451
 FQ0451                          STATION RECOVERY (1983)
 FQ0451
 FQ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0451'RECOVERED IN GOOD CONDITION.
 FQ0451
 FQ0451                          STATION RECOVERY (1986)
 FQ0451
 FQ0451'RECOVERED 1986
 FQ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0660 ***********************************************************************
 FQ0660  DESIGNATION -  FLAGSTAFF NCMN RM 4
 FQ0660  PID         -  FQ0660
 FQ0660  STATE/COUNTY-  AZ/COCONINO
 FQ0660  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0660
 FQ0660                         *CURRENT SURVEY CONTROL
 FQ0660  ___________________________________________________________________
 FQ0660* NAD 83(1992)-  35 12 52.31730(N)    111 38 04.20447(W)     ADJUSTED  
 FQ0660* NAVD 88     -      2168.0    (meters)    7113.     (feet)  GPS OBS   
 FQ0660  ___________________________________________________________________
 FQ0660  X           -  -1,923,976.137 (meters)                     COMP
 FQ0660  Y           -  -4,850,872.865 (meters)                     COMP
 FQ0660  Z           -   3,658,574.709 (meters)                     COMP
 FQ0660  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0660  ELLIP HEIGHT-        2145.08  (meters)          (10/21/02) GPS OBS
 FQ0660  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0660
 FQ0660  HORZ ORDER  -  A
 FQ0660  ELLP ORDER  -  FOURTH    CLASS II
 FQ0660
 FQ0660.The horizontal coordinates were established by VLBI observations
 FQ0660.and local terrestrial surveys and adjusted by the
 FQ0660.National Geodetic Survey in April 1992..
 FQ0660
 FQ0660.The orthometric height was determined by GPS observations and a
 FQ0660.high-resolution geoid model.
 FQ0660
 FQ0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0660
 FQ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0660
 FQ0660.The ellipsoidal height was determined by GPS observations
 FQ0660.and is referenced to NAD 83.
 FQ0660
 FQ0660.The geoid height was determined by GEOID03.
 FQ0660
 FQ0660;                    North         East     Units Scale Factor Converg.
 FQ0660;SPC AZ C     -   467,409.101   239,048.421   MT  0.99990813   +0 09 45.8
 FQ0660;SPC AZ C     - 1,533,494.43    784,279.60   iFT  0.99990813   +0 09 45.8
 FQ0660;UTM  12      - 3,897,018.722   442,251.836   MT  0.99964110   -0 21 57.2
 FQ0660
 FQ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0660!SPC AZ C     -   0.99966341  x   0.99990813  =   0.99957158
 FQ0660!UTM  12      -   0.99966341  x   0.99964110  =   0.99930464
 FQ0660
 FQ0660                          SUPERSEDED SURVEY CONTROL
 FQ0660
 FQ0660  ELLIP H (02/05/96) 2145.08   (m)                       GP(       ) 1 1
 FQ0660  ELLIP H (04/03/92) 2145.46   (m)                       GP(       ) 1 1
 FQ0660  NAD 83(1992)-  35 12 52.31738(N)    111 38 04.20482(W) AD(       ) 2
 FQ0660  NAD 83(1986)-  35 12 52.31141(N)    111 38 04.19600(W) AD(       ) 2
 FQ0660  NAD 27      -  35 12 54.82872(N)    111 38 01.78394(W) AD(       ) 2
 FQ0660  NGVD 29 (12/04/91) 2167.14   (m)         7110.0    (f) LEVELING    3  
 FQ0660
 FQ0660.Superseded values are not recommended for survey control.
 FQ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0660.See file dsdata.txt to determine how the superseded data were derived.
 FQ0660
 FQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4225297019(NAD 83)
 FQ0660_MARKER: DR = REFERENCE MARK DISK
 FQ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0660_SP_SET: CONCRETE POST
 FQ0660_STAMPING: FLAGSTAFF NCMN NO 4 1983
 FQ0660_MARK LOGO: NGS   
 FQ0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0660+STABILITY: SURFACE MOTION
 FQ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0660+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1995
 FQ0660
 FQ0660  HISTORY     - Date     Condition        Report By
 FQ0660  HISTORY     - 1983     MONUMENTED       NGS
 FQ0660  HISTORY     - 19931202 GOOD             USPSQD
 FQ0660  HISTORY     - 19950912 GOOD             NGS
 FQ0660
 FQ0660                          STATION DESCRIPTION
 FQ0660
 FQ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0660'FROM THE PAGE OVERPASS ON SANTA FE AVENUE, U.S. HIGHWAY 89, IN THE
 FQ0660'NORTHEAST EDGE OF FLAGSTAFF, THENCE SOUTHWEST ON SANTA FE AVENUE FOR
 FQ0660'2.9 KM (1.80 MI) TO THE JUNCTION OF 4TH STREET ON THE RIGHT, THEN
 FQ0660'RIGHT AND GO NORTH ON 4TH STREET FOR 1.4 KM (0.85 MI) TO THE JUNCTION
 FQ0660'OF CEDAR AVENUE, THEN LEFT AND GO WEST ON CEDAR AVENUE FOR 1.8 KM
 FQ0660'(1.10 MI) TO E. GEMINI STREET ON THE LEFT, THEN LEFT AND GO SOUTH ON
 FQ0660'E. GEMINI STREET FOR 0.2 KM (0.10 MI) TO THE FOURTH ENTRANCE TO THE
 FQ0660'U.S. GEOLOGICAL SURVEY FACILITY ON THE RIGHT, THEN RIGHT AND GO WEST
 FQ0660'FOR 0.2 KM (0.10 MI) TO A PAVED PARKING LOT AND THE MARK.  IT IS
 FQ0660'LOCATED 5.3 METERS (17.4 FT) SOUTH FROM THE NORTHWEST CORNER OF A
 FQ0660'CYCLONE FENCE ATTACHED TO BUILDING 5 AND 1.0 METER (3.3 FT) WEST FROM
 FQ0660'THE CYCLONE FENCE.
 FQ0660
 FQ0660                          STATION RECOVERY (1993)
 FQ0660
 FQ0660'RECOVERY NOTE BY US POWER SQUADRON 1993
 FQ0660'RECOVERED IN GOOD CONDITION.
 FQ0660
 FQ0660                          STATION RECOVERY (1995)
 FQ0660
 FQ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FQ0660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0629 ***********************************************************************
 FQ0629  DESIGNATION -  FLAGSTAFF RADIO STA KVNA MAST
 FQ0629  PID         -  FQ0629
 FQ0629  STATE/COUNTY-  AZ/COCONINO
 FQ0629  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0629
 FQ0629                         *CURRENT SURVEY CONTROL
 FQ0629  ___________________________________________________________________
 FQ0629* NAD 83(1992)-  35 11 46.59227(N)    111 37 11.67335(W)     ADJUSTED  
 FQ0629* NAVD 88     -                                                        
 FQ0629  ___________________________________________________________________
 FQ0629  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0629  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0629
 FQ0629  HORZ ORDER  -  THIRD
 FQ0629
 FQ0629.The horizontal coordinates were established by classical geodetic methods
 FQ0629.and adjusted by the National Geodetic Survey in August 1993..
 FQ0629
 FQ0629
 FQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0629
 FQ0629.The geoid height was determined by GEOID03.
 FQ0629
 FQ0629;                    North         East     Units Scale Factor Converg.
 FQ0629;SPC AZ C     -   465,387.659   240,382.931   MT  0.99990900   +0 10 15.8
 FQ0629;SPC AZ C     - 1,526,862.40    788,657.91   iFT  0.99990900   +0 10 15.8
 FQ0629;UTM  12      - 3,894,985.603   443,567.290   MT  0.99963925   -0 21 26.3
 FQ0629
 FQ0629                          SUPERSEDED SURVEY CONTROL
 FQ0629
 FQ0629  NAD 83(1986)-  35 11 46.58532(N)    111 37 11.66866(W) AD(       ) 4
 FQ0629  NAD 27      -  35 11 46.54653(N)    111 37 09.08353(W) AD(       ) 3
 FQ0629
 FQ0629.Superseded values are not recommended for survey control.
 FQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0629.See file dsdata.txt to determine how the superseded data were derived.
 FQ0629
 FQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4356794986(NAD 83)
 FQ0629_MARKER: 42 = RADIO/TV MAST
 FQ0629
 FQ0629  HISTORY     - Date     Condition        Report By
 FQ0629  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0629  HISTORY     - 1960     GOOD             CGS
 FQ0629
 FQ0629                          STATION DESCRIPTION
 FQ0629
 FQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0629'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF EAST FLAGSTAFF
 FQ0629'AND ABOUT 300 YARDS SOUTH OF U.S. HIGHWAY 66 AND 89.
 FQ0629'
 FQ0629'THE STATION IS A 3-SIDED STEEL TRUSSWORK STRUCTURE, 283 FEET
 FQ0629'IN HEIGHT.  THE RED FLASHING LIGHT AT THE TOP WAS THE POINT
 FQ0629'INTERSECTED.
 FQ0629'
 FQ0629'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0629'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 1.8 MILES
 FQ0629'TO THE STATION ON THE RIGHT.
 FQ0629
 FQ0629                          STATION RECOVERY (1960)
 FQ0629
 FQ0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0629'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0630 ***********************************************************************
 FQ0630  DESIGNATION -  FLAGSTAFF RADIO STA KVNA TOWER
 FQ0630  PID         -  FQ0630
 FQ0630  STATE/COUNTY-  AZ/COCONINO
 FQ0630  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0630
 FQ0630                         *CURRENT SURVEY CONTROL
 FQ0630  ___________________________________________________________________
 FQ0630* NAD 83(1992)-  35 11 37.65196(N)    111 37 11.66672(W)     ADJUSTED  
 FQ0630* NAVD 88     -                                                        
 FQ0630  ___________________________________________________________________
 FQ0630  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FQ0630  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0630
 FQ0630  HORZ ORDER  -  THIRD
 FQ0630
 FQ0630.The horizontal coordinates were established by classical geodetic methods
 FQ0630.and adjusted by the National Geodetic Survey in August 1993..
 FQ0630
 FQ0630
 FQ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0630
 FQ0630.The geoid height was determined by GEOID03.
 FQ0630
 FQ0630;                    North         East     Units Scale Factor Converg.
 FQ0630;SPC AZ C     -   465,112.165   240,383.921   MT  0.99990900   +0 10 15.7
 FQ0630;SPC AZ C     - 1,525,958.55    788,661.16   iFT  0.99990900   +0 10 15.7
 FQ0630;UTM  12      - 3,894,710.186   443,565.740   MT  0.99963925   -0 21 26.2
 FQ0630
 FQ0630                          SUPERSEDED SURVEY CONTROL
 FQ0630
 FQ0630  NAD 83(1986)-  35 11 37.64492(N)    111 37 11.66218(W) AD(       ) 4
 FQ0630  NAD 27      -  35 11 37.60601(N)    111 37 09.07706(W) AD(       ) 3
 FQ0630
 FQ0630.Superseded values are not recommended for survey control.
 FQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0630.See file dsdata.txt to determine how the superseded data were derived.
 FQ0630
 FQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4356694710(NAD 83)
 FQ0630_MARKER: 43 = RADIO/TV TOWER
 FQ0630
 FQ0630  HISTORY     - Date     Condition        Report By
 FQ0630  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0630  HISTORY     - 1960     GOOD             CGS
 FQ0630
 FQ0630                          STATION DESCRIPTION
 FQ0630
 FQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0630'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF EAST FLAGSTAFF
 FQ0630'AND ABOUT 500 YARDS SOUTH OF U.S. HIGHWAY 66 AND 89.
 FQ0630'
 FQ0630'THE STATION IS A 4-LEGGED STEEL TRUSSWORK STRUCTURE, 231 FEET
 FQ0630'IN HEIGHT.  THE RED FLASHING LIGHT AT THE TOP WAS THE POINT
 FQ0630'INTERSECTED.
 FQ0630'
 FQ0630'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0630'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 1.3 MILES TO
 FQ0630'A T-ROAD RIGHT, TURN RIGHT, GO 0.5 MILE TO A FORK, TAKE THE
 FQ0630'LEFT FORK AND GO SOUTHEAST FOR 0.45 MILE TO THE END OF THE ROAD
 FQ0630'AND THE STATION.
 FQ0630
 FQ0630                          STATION RECOVERY (1960)
 FQ0630
 FQ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0630'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0716 ***********************************************************************
 DA0716  DESIGNATION -  FLAT
 DA0716  PID         -  DA0716
 DA0716  STATE/COUNTY-  AZ/YUMA
 DA0716  USGS QUAD   -  AZTEC SE (1982)
 DA0716
 DA0716                         *CURRENT SURVEY CONTROL
 DA0716  ___________________________________________________________________
 DA0716* NAD 83(1992)-  32 50 38.88705(N)    113 21 40.87777(W)     ADJUSTED  
 DA0716* NAVD 88     -       162.710  (meters)     533.82   (feet)  ADJUSTED  
 DA0716  ___________________________________________________________________
 DA0716  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DA0716  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0716  DYNAMIC HT  -         162.522 (meters)     533.21  (feet)  COMP
 DA0716  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 DA0716
 DA0716  HORZ ORDER  -  FIRST
 DA0716  VERT ORDER  -  FIRST     CLASS II
 DA0716
 DA0716.The horizontal coordinates were established by classical geodetic methods
 DA0716.and adjusted by the National Geodetic Survey in August 1993..
 DA0716
 DA0716.The orthometric height was determined by differential leveling
 DA0716.and adjusted by the National Geodetic Survey in June 1991..
 DA0716
 DA0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0716
 DA0716.The geoid height was determined by GEOID03.
 DA0716
 DA0716.The dynamic height is computed by dividing the NAVD 88
 DA0716.geopotential number by the normal gravity value computed on the
 DA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0716.degrees latitude (g = 980.6199 gals.).
 DA0716
 DA0716.The modeled gravity was interpolated from observed gravity values.
 DA0716
 DA0716;                    North         East     Units Scale Factor Converg.
 DA0716;SPC AZ W     -   204,541.134   249,741.547   MT  0.99994965   +0 12 38.8
 DA0716;SPC AZ W     -   671,066.71    819,362.03   iFT  0.99994965   +0 12 38.8
 DA0716;SPC AZ C     -   205,392.237    78,119.928   MT  1.00012545   -0 47 01.2
 DA0716;SPC AZ C     -   673,859.05    256,298.98   iFT  1.00012545   -0 47 01.2
 DA0716;UTM  12      - 3,636,478.778   278,999.064   MT  1.00020227   -1 16 52.4
 DA0716
 DA0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0716!SPC AZ W     -   0.99997949  x   0.99994965  =   0.99992914
 DA0716!SPC AZ C     -   0.99997949  x   1.00012545  =   1.00010494
 DA0716!UTM  12      -   0.99997949  x   1.00020227  =   1.00018176
 DA0716
 DA0716|---------------------------------------------------------------------|
 DA0716| PID    Reference Object                     Distance      Geod. Az  |
 DA0716|                                                           dddmmss.s |
 DA0716| CH2292 FLAT RM 3 AZIMUTH                                  14825     |
 DA0716| DA1400 FLAT RM A                            24.529 METERS 15815     |
 DA0716| DA0715 N 321                                              1923015.8 |
 DA0716| DA0718 FLAT RM 2                            11.578 METERS 25953     |
 DA0716| DA0717 FLAT RM 1                            15.372 METERS 34205     |
 DA0716|---------------------------------------------------------------------|
 DA0716
 DA0716                          SUPERSEDED SURVEY CONTROL
 DA0716
 DA0716  NAD 83(1986)-  32 50 38.88165(N)    113 21 40.88375(W) AD(       ) 1
 DA0716  NAD 27      -  32 50 38.70600(N)    113 21 38.20800(W) AD(       ) 1
 DA0716  NGVD 29 (07/19/86)  162.14   (m)          532.0    (f) LEVELING    3  
 DA0716
 DA0716.Superseded values are not recommended for survey control.
 DA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0716.See file dsdata.txt to determine how the superseded data were derived.
 DA0716
 DA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7899936479(NAD 83)
 DA0716_MARKER: DD = SURVEY DISK
 DA0716_SETTING: 66 = SET IN ROCK OUTCROP
 DA0716_SP_SET: LAVA ROCK
 DA0716_STAMPING: FLAT RS 1925
 DA0716_MARK LOGO: USGS  
 DA0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0716+STABILITY: POSITION/ELEVATION WELL
 DA0716
 DA0716  HISTORY     - Date     Condition        Report By
 DA0716  HISTORY     - 1925     MONUMENTED       USGS
 DA0716  HISTORY     - 1934     GOOD             USGS
 DA0716  HISTORY     - 1948     GOOD             USGS
 DA0716  HISTORY     - 1952     GOOD             CGS
 DA0716  HISTORY     - 1960     GOOD             CGS
 DA0716  HISTORY     - 1962     GOOD             AMS
 DA0716  HISTORY     - 1967     GOOD             AMS
 DA0716  HISTORY     - 1971     GOOD             NGS
 DA0716  HISTORY     - 1971     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1981     GOOD             NGS
 DA0716
 DA0716                          STATION DESCRIPTION
 DA0716
 DA0716'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DA0716'NOT OCCUPIED.
 DA0716'
 DA0716'LOCATED 5.0 MI E. AND 0.9 MI N. OF AZTEC, A STATION ON SOUTHERN
 DA0716'PACIFIC RR.  ON LOW GRAVEL RIDGE.
 DA0716'
 DA0716'NO TO REACH GIVEN.
 DA0716'
 DA0716'STATION MARK--STANDARD TABLET STAMPED---RS 1925 FLAT---, CEMENTED
 DA0716'IN BOULDER.
 DA0716
 DA0716                          STATION RECOVERY (1934)
 DA0716
 DA0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA0716'STATION IS LOCATED 5 MILES E AND 0.9 MILE N OF THE TOWN OF
 DA0716'AZTEC ON A LOW GRAVELED RIDGE.
 DA0716'
 DA0716'STATION IS A U.S.G.S. MARKER.
 DA0716'
 DA0716'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DA0716'CONCRETE.
 DA0716'
 DA0716'AZIMUTH IS LOCATED ABOUT 3/4 MILE TO THE SE AT THE BASE OF
 DA0716'A WHITE BLOCK SIGNAL ON THE SOUTHERN PACIFIC RAILROAD.
 DA0716'
 DA0716'TO REACH THE STATION FROM AZTEC.  FOLLOW U.S. HIGHWAY 80 E FOR
 DA0716'6.4 MILES TO A SIGN READING SPOT SUPER SERVICE.  TURN LEFT
 DA0716'HERE OFF THE HIGHWAY AND FOLLOW THE OLD TRACKS N FOR 0.2
 DA0716'MILE TO AN OLD ROCK HOUSE THAT IS TORN PARTLY DOWN (MOUND
 DA0716'THAT THE STATION IS ON CAN BE SEEN FROM THIS POINT).  GO CROSS
 DA0716'COUNTRY FOR 0.4 MILE TO THE HIGHEST MOUND IN THE VICINITY
 DA0716'WHERE THE STATION WILL BE FOUND.  THIS COUNTRY IS A VERY SANDY
 DA0716'SPOT AND VERY INACCESSABLE.
 DA0716
 DA0716                          STATION RECOVERY (1948)
 DA0716
 DA0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA0716'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1934.
 DA0716'
 DA0716'RM 1--NGS RM DISK STAMPED---FLAT RM NO 1---, IN TOP OF CONCRETE
 DA0716'POST PROJECTING 0.4 FT.
 DA0716'
 DA0716'RM 2--NGS RM DISK STAMPED---FLAT RM NO 2---, IN TOP OF CONCRETE
 DA0716'POST PROJECTING 0.1 FT.
 DA0716
 DA0716                          STATION RECOVERY (1952)
 DA0716
 DA0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0716'STATION IS LOCATED, 4.9 MILES EAST ALONG THE SOUTHERN PACIFIC
 DA0716'COMPANY RAILROAD FROM THE WATER TANK AT AZTEC, THENCE ACROSS
 DA0716'COUNTRY 0.7 MILE NORTH TO A SMALL VOLCANIC ROCK HILL AND
 DA0716'STATION, (USGS) BENCH MARK USED AS A TRIANGULATION STATION
 DA0716'STAMPED FLAT RS 1925 51 FEET EAST OF R.M. NO. 1, 38 FEET
 DA0716'SOUTHEAST OF R.M. NO. 2, AND IN A SMALL ROCK OUTCROP OF
 DA0716'BLACK LAVA ROCK, LEVEL WITH THE GROUND.  REFERENCE MARK NO. 1,
 DA0716'A STANDARD REFERENCE MARK DISK STAMPED FLAT R.M. NO. 1 SET
 DA0716'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0716'GROUND, 51 FEET NORTHWEST OF THE STATION, 59 FEET NORTH OF
 DA0716'R.M. NO. 2,.  REFERENCE MARK NO. 2, A STANDARD REFERENCE
 DA0716'MARK DISK STAMPED FLAT R.M. NO. 2, SET IN THE TOP OF A
 DA0716'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, 38 FEET
 DA0716'WEST OF THE STATION, 59 FEET SOUTH OF R.M. NO. 1.
 DA0716
 DA0716                          STATION RECOVERY (1960)
 DA0716
 DA0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0716'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 DA0716'FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED IN THE 1934
 DA0716'AND 1952 DESCRIPTIONS.  THE AZIMUTH MARK WAS SEARCHED FOR,
 DA0716'BUT NOT RECOVERED.
 DA0716'
 DA0716'THE DOCK SIGNAL ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD IN
 DA0716'WHICH THE 1934 AZIMUTH MARK WAS PLACED HAS BEEN REMOVED, THE
 DA0716'MARK DESTROYED THEREWITH.
 DA0716'
 DA0716'THE ELEVATION OF THE STATION AND REFERENCE MARKS WAS DETERMINED
 DA0716'IN 1952 BY PRECISE LEVELING.
 DA0716
 DA0716                          STATION RECOVERY (1962)
 DA0716
 DA0716'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA0716'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA0716'AS DESCRIBED.
 DA0716
 DA0716                          STATION RECOVERY (1967)
 DA0716
 DA0716'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA0716'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DA0716'AS DESCRIBED.
 DA0716'
 DA0716'R.M. NO. 3 (AZIMUTH MARK) DESTROYED AS DESCRIBED IN 1960
 DA0716'RECOVERY NOTES.
 DA0716'
 DA0716'THE TO REACH DESCRIPTION IS ADEQUATE.
 DA0716'
 DA0716'NOTE--THE WORD FLAT HAS BEEN ETCHED RATHER THAN STAMPED ON MARK.
 DA0716
 DA0716                          STATION RECOVERY (1971)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0716'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DA0716'DESCRIBED IN 1960.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 DA0716'BELIEVED TO HAVE BEEN DESTROYED, A BENCH MARK AS DESCRIBED BELOW
 DA0716'WAS USED AS THE AZIMUTH MARK AT THIS TIME.  THE DISTANCE AND
 DA0716'DIRECTION TO ALL MARKS COMPARE FAVORABLY TO THE 1960 DATA.
 DA0716'
 DA0716'THE STATION IS LOCATED ABOUT 5 MILES EAST OF AZTEC, 0.8 MILE NORTH
 DA0716'OF INTERSTATE HIGHWAY 8 AND ON PROPERTY OWNED BY THE STATE OF
 DA0716'ARIZONA.
 DA0716'
 DA0716'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DA0716'
 DA0716'TO REACH THE STATION FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0716'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0716'OF AZTEC.  GO NORTH CROSSING CATTLE GUARD THENCE FRONTAGE ROAD.
 DA0716'CONTINUE NORTH ON BLADED ROAD FOR 0.4 MILE TO A TRACK ROAD.
 DA0716'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.4 MILE TO THE TOP OF A SMALL
 DA0716'VOLCANIC ROCK COVERED KNOLL AND THE STATION ON THE HIGHEST POINT.
 DA0716'TO REACH THE AZIMUTH MARK FROM THE SOUTH SIDE OF THE OVERPASSES
 DA0716'GO WEST ON THE FRONTAGE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AS
 DA0716'DESCRIBED BELOW.
 DA0716'
 DA0716'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 DA0716'FLAT RS 1925, CEMENTED IN A DRILL HOLE IN LAVA ROCK WHICH IS FLUSH
 DA0716'WITH THE GROUND SURFACE.  IT IS 9.5 FEET NORTHWEST OF A METAL
 DA0716'WITNESS POST WITH SIGN ATTACHED.
 DA0716'
 DA0716'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT NO 1 1934, SET IN
 DA0716'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 DA0716'IS 59 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 DA0716'
 DA0716'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT NO 2 1934, SET IN
 DA0716'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 DA0716'IS 43.8 FEET WEST OF THE WITNESS POST AND ABOUT 2 FEET LOWER THAN
 DA0716'THE STATION.
 DA0716'
 DA0716'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED N 321 1952,
 DA0716'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DA0716'PROJECTS 3 INCHES.  IT IS 105 FEET SOUTH OF THE CENTER OF THE
 DA0716'FRONTAGE ROAD, 44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 DA0716'AND 2.4 FEET WEST OF RAILROAD MILEPOST 817.
 DA0716'
 DA0716'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 DA0716'
 DA0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST.
 DA0716'
 DA0716'HEIGHT OF LIGHT ABOVE STATION MARK 49.2 FEET.
 DA0716
 DA0716                          STATION RECOVERY (1971)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0716'5 MI E FROM AZTEC.
 DA0716'100 YARDS NORTH FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0716'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0716'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0716'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0716'MARK ON HIGHEST POINT, MARK USED AS TRIANGULATION STATION FLAT (USGS)
 DA0716'1934, 50.4 FEET SOUTH OF R.M. 1, 38 FEET EAST OF R.M. 2, 9.5 FEET
 DA0716'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, CEMENTED IN A
 DA0716'DRILL HOLE IN LAVA ROCK FLUSH WITH THE GROUND SURFACE.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1981)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA0716'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DA0716'1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0458 ***********************************************************************
 FR0458  DESIGNATION -  FLAT
 FR0458  PID         -  FR0458
 FR0458  STATE/COUNTY-  AZ/YAVAPAI
 FR0458  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0458
 FR0458                         *CURRENT SURVEY CONTROL
 FR0458  ___________________________________________________________________
 FR0458* NAD 83(1992)-  35 15 19.68418(N)    113 10 10.54632(W)     ADJUSTED  
 FR0458* NAVD 88     -      1618.845  (meters)    5311.16   (feet)  POSTED    
 FR0458  ___________________________________________________________________
 FR0458  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FR0458  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FR0458  DYNAMIC HT  -        1616.710 (meters)    5304.16  (feet)  COMP
 FR0458  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 FR0458
 FR0458  HORZ ORDER  -  SECOND
 FR0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0458
 FR0458.The horizontal coordinates were established by classical geodetic methods
 FR0458.and adjusted by the National Geodetic Survey in August 1993..
 FR0458
 FR0458.The orthometric height was determined by differential leveling
 FR0458.and adjusted by the National Geodetic Survey in 1992..
 FR0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0458.rate of 0.0 thru 1.0 mm/km.
 FR0458
 FR0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0458
 FR0458.The geoid height was determined by GEOID03.
 FR0458
 FR0458.The dynamic height is computed by dividing the NAVD 88
 FR0458.geopotential number by the normal gravity value computed on the
 FR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0458.degrees latitude (g = 980.6199 gals.).
 FR0458
 FR0458.The modeled gravity was interpolated from observed gravity values.
 FR0458
 FR0458;                    North         East     Units Scale Factor Converg.
 FR0458;SPC AZ C     -   472,633.362    99,347.324   MT  1.00006015   -0 43 23.9
 FR0458;SPC AZ C     - 1,550,634.39    325,942.66   iFT  1.00006015   -0 43 23.9
 FR0458;UTM  12      - 3,903,531.771   302,622.175   MT  1.00008014   -1 15 09.9
 FR0458
 FR0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0458!SPC AZ C     -   0.99975005  x   1.00006015  =   0.99981019
 FR0458!UTM  12      -   0.99975005  x   1.00008014  =   0.99983017
 FR0458
 FR0458|---------------------------------------------------------------------|
 FR0458| PID    Reference Object                     Distance      Geod. Az  |
 FR0458|                                                           dddmmss.s |
 FR0458| FR0457 T22N R9 8W SECS 25 30 31 36           7.384 METERS 06725     |
 FR0458| FR0941 ATT TOWER 20 MI SW SELIGMAN         APPROX. 7.6 KM 1254636.0 |
 FR0458| FR0456 FLAT RM 1                             8.804 METERS 18109     |
 FR0458| FR0455 FLAT AZ MK                                         2711412.5 |
 FR0458|---------------------------------------------------------------------|
 FR0458
 FR0458                          SUPERSEDED SURVEY CONTROL
 FR0458
 FR0458  NAD 83(1986)-  35 15 19.68421(N)    113 10 10.54728(W) AD(       ) 2
 FR0458  NAD 27      -  35 15 19.66270(N)    113 10 07.84270(W) AD(       ) 2
 FR0458  NGVD 29 (??/??/92) 1617.950  (m)         5308.22   (f) ADJ UNCH    2 0
 FR0458
 FR0458.Superseded values are not recommended for survey control.
 FR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0458.See file dsdata.txt to determine how the superseded data were derived.
 FR0458
 FR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0262203532(NAD 83)
 FR0458_MARKER: DE = TRAVERSE STATION DISK
 FR0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0458_STAMPING: FLAT 1962
 FR0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0458+STABILITY: SURFACE MOTION
 FR0458
 FR0458  HISTORY     - Date     Condition        Report By
 FR0458  HISTORY     - 1962     MONUMENTED       CGS
 FR0458  HISTORY     - 1962     GOOD             CGS
 FR0458  HISTORY     - 1971     GOOD             AZHD
 FR0458  HISTORY     - 1974     GOOD             USGS
 FR0458
 FR0458                          STATION DESCRIPTION
 FR0458
 FR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0458'THE STATION IS LOCATED ABOUT 19 MILES WEST OF SELIGMAN, ABOUT
 FR0458'7 MILES EAST OF THE MOHAVE-YAVAPAI COUNTY LINE AND IS IN THE
 FR0458'LOW PASTURE LAND JUST SOUTH OF A CATTLE GUARD.
 FR0458'
 FR0458'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0458'FOR 0.05 MILE, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY 66
 FR0458'FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT CROSSING
 FR0458'RAILROAD TRACKS AND GO WESTERLY ON THE MAIN GRADED ROAD FOR
 FR0458'10.6 MILES TO FORKS AND A SIGN DOBSON LIVE-STOCK CO., FORT
 FR0458'ROCK RANCH, TAKE RIGHT FORK AND CONTINUE WESTERLY ON THE MAIN
 FR0458'GRADED ROAD FOR 6.8 MILES TO A CATTLE GUARD AND THE STATION
 FR0458'ON LEFT, JUST EAST OF THE FENCE.
 FR0458'
 FR0458'THE STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN
 FR0458'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 FR0458'4 INCHES AND IS STAMPED FLAT 1962.  THE MARK IS 38 FEET SOUTH
 FR0458'OF CENTER OF CATTLE GUARD AND DIRT ROAD, 4.7 FEET SOUTHEAST OF
 FR0458'A WITNESS POST, 2.7 FEET EAST OF FENCE AND 10 FEET
 FR0458'SOUTH-SOUTHEAST OF GATE POST WITH A TRIANGLE BLAZE.
 FR0458'
 FR0458'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0458'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 FR0458'IS STAMPED FLAT NO 1 1962. THE MARK IS 67 FEET SOUTH OF CENTER OF
 FR0458'CATTLE GUARD AND DIRT ROAD, 32.5 FEET SOUTH OF WITNESS POST
 FR0458'AND 1.5 FEET EAST OF FENCE.
 FR0458'
 FR0458'GENERAL LAND OFFICE SURVEY MARK, IS A 2 INCH PIPE WITH A
 FR0458'BRONZE CAP ON TOP, PROJECTS ABOUT 18 INCHES AND IS STAMPED
 FR0458'T22N, R9, R8, S25, S30, S36, S31, 1910.  THE MARK IS 39 FEET
 FR0458'SOUTHEAST OF CENTER OF CATTLE GUARD, 35 FEET SOUTH OF CENTER
 FR0458'OF DIRT ROAD AND 26.1 FEET EAST OF FENCE AND WITNESS POST.
 FR0458'
 FR0458'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 FR0458'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 FR0458'GROUND AND IS STAMPED FLAT 1962.  THE MARK IS 33 FEET NORTH
 FR0458'OF CENTER OF ROAD, 5 FEET SOUTHWEST OF WITNESS POST AND 2
 FR0458'FEET SOUTH OF FENCE.
 FR0458'
 FR0458'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS CATTLE GUARD,
 FR0458'GO WEST ON GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FR0458'
 FR0458'THE DISTANCE FROM R.M. NO. 1 TO THE GENERAL LAND OFFICE MARK IS
 FR0458'44.58 FEET.
 FR0458'
 FR0458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0458
 FR0458                          STATION RECOVERY (1962)
 FR0458
 FR0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0458'19.1 MI W FROM SELIGMAN.
 FR0458'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0458'ITS STATION AT SELIGMAN, THENCE ABOUT 16.1 MILES WEST ALONG A GRAVEL
 FR0458'ROAD TO A NORTH-SOUTH FENCE LINE AND A CATTLE GUARD, 37 FEET SOUTH OF
 FR0458'THE CENTER OF THE ROAD, 31 FEET SOUTH OF THE SOUTH END OF THE CATTLE
 FR0458'GUARD, 3 FEET EAST OF A FENCE, 24.2 FEET WEST-SOUTH-WEST OF G.L.O.
 FR0458'1910 WHICH WAS USED AS RM 2, 4.8 FEET SOUTHEAST OF A METAL WITNESS
 FR0458'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 FR0458'CONCRETE POST PROJECTING 3 INCHES.
 FR0458
 FR0458                          STATION RECOVERY (1971)
 FR0458
 FR0458'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0458'GENERAL LOCATION INT. 40, BETWEEN KINGMAN AND SELIGMAN.  THE
 FR0458'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0458'AS DESCRIBED BY THE USC AND GS IN 1961.
 FR0458
 FR0458                          STATION RECOVERY (1974)
 FR0458
 FR0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0458'TO REACH FROM WILLIAMS DRIVE WEST ALONG U.S. HWY. 66 AND
 FR0458'INTERSTATE HWY. 40 FOR 5.9 MILES TO DEVIL DOG OFF RAMP.  THENCE
 FR0458'SOUTH FOR 0.5 MILES TO OLD HWY., TURN LEFT ALONG OLD HWY. FOR
 FR0458'0.4 MILES TO WILLIAMS LOOP ROAD, TURN RIGHT (SOUTH) 4.0 MILES
 FR0458'ALONG WILLIAMS LOOP ROAD TO A SHARP LEFT CURVE, TURN RIGHT
 FR0458'(WESTERLY) ON SIGNED PRIMITIVE ROAD.  STAY LEFT AT ROAD
 FR0458'INTERSECTION AT 0.2 MILE, STAY RIGHT AT ROAD INTERSECTION AT
 FR0458'0.5 MILE, STAY RIGHT AT ROAD INTERSECTION AT 1.7 MILES, STAY
 FR0458'RIGHT AT ROAD INTERSECTION AT 2.3 MILES,... STAY LEFT AT ROAD
 FR0458'INTERSECTION AT 2.7 MILES, THROUGH GATE AT 3.2 MILES AND
 FR0458'NAGGILLER RESERVOIR AT 3.8 MILES FROM WILLIAMS LOOP ROAD.
 FR0458'FROM RESERVOIR PACK WESTERLY FOR 1/2 MILE AND 30 MINUTES
 FR0458'TO STATION.  STATION IS ON SOUTHERN HIGH POINT OF 3 HIGH
 FR0458'POINTS ON A NORTH - SOUTH RIDGE.  A STANDARD U.S. FOREST
 FR0458'SERVICE DISK SET IN MALPAIS ROCK AND STAMPED FLAT 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0411 ***********************************************************************
 GQ0411  DESIGNATION -  FLAT
 GQ0411  PID         -  GQ0411
 GQ0411  STATE/COUNTY-  AZ/MOHAVE
 GQ0411  USGS QUAD   -  MUSTANG KNOLL (1979)
 GQ0411
 GQ0411                         *CURRENT SURVEY CONTROL
 GQ0411  ___________________________________________________________________
 GQ0411* NAD 83(1992)-  36 41 24.14595(N)    113 40 07.55667(W)     ADJUSTED  
 GQ0411* NAVD 88     -      1628.1    (meters)    5342.     (feet)  VERTCON   
 GQ0411  ___________________________________________________________________
 GQ0411  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 GQ0411  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 GQ0411
 GQ0411  HORZ ORDER  -  THIRD
 GQ0411
 GQ0411.The horizontal coordinates were established by classical geodetic methods
 GQ0411.and adjusted by the National Geodetic Survey in August 1993..
 GQ0411
 GQ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0411
 GQ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0411
 GQ0411.The geoid height was determined by GEOID03.
 GQ0411
 GQ0411;                    North         East     Units Scale Factor Converg.
 GQ0411;SPC AZ W     -   631,099.980   220,619.558   MT  0.99993398   +0 02 54.7
 GQ0411;SPC AZ W     - 2,070,537.99    723,817.45   iFT  0.99993398   +0 02 54.7
 GQ0411;UTM  12      - 4,063,807.773   261,558.462   MT  1.00030050   -1 35 43.1
 GQ0411
 GQ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0411!SPC AZ W     -   0.99974833  x   0.99993398  =   0.99968232
 GQ0411!UTM  12      -   0.99974833  x   1.00030050  =   1.00004875
 GQ0411
 GQ0411|---------------------------------------------------------------------|
 GQ0411| PID    Reference Object                     Distance      Geod. Az  |
 GQ0411|                                                           dddmmss.s |
 GQ0411| CH2287 FLAT RM 1                            10.405 METERS 14745     |
 GQ0411| CH2286 FLAT AZ MK                                         1902728.2 |
 GQ0411| CH2288 FLAT RM 2                            14.654 METERS 24853     |
 GQ0411|---------------------------------------------------------------------|
 GQ0411
 GQ0411                          SUPERSEDED SURVEY CONTROL
 GQ0411
 GQ0411  NAD 83(1986)-  36 41 24.14114(N)    113 40 07.55533(W) AD(       ) 3
 GQ0411  NAD 27      -  36 41 24.23500(N)    113 40 04.71900(W) AD(       ) 3
 GQ0411  NGVD 29 (07/19/86) 1627.3    (m)         5339.     (f) VERT ANG       
 GQ0411
 GQ0411.Superseded values are not recommended for survey control.
 GQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0411.See file dsdata.txt to determine how the superseded data were derived.
 GQ0411
 GQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6155863808(NAD 83)
 GQ0411_MARKER: DS = TRIANGULATION STATION DISK
 GQ0411_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0411
 GQ0411  HISTORY     - Date     Condition        Report By
 GQ0411  HISTORY     - 1953     MONUMENTED       CGS
 GQ0411
 GQ0411                          STATION DESCRIPTION
 GQ0411
 GQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0411'THE STATION IS LOCATED ABOUT 29 MILES SOUTH OF ST. GEORGE,
 GQ0411'UTAH, ABOUT 8 MILES WEST-SOUTHWEST OF WOLF HOLE AND ABOUT 2 MILES
 GQ0411'SOUTH OF A FLAT-TOPPED, TIMBERED BUTTE.  IT IS ON THE
 GQ0411'WEST-SOUTHWEST RIM OF A FLAT-TOPPED MESA RIDGE WHICH DROPS
 GQ0411'OFF SHEER TO THE SOUTH AND WEST.
 GQ0411'
 GQ0411'REACHED FROM THE POST OFFICE IN ST. GEORGE BY GOING EAST
 GQ0411'ON PAVED STREET FOR 0.7 MILE TO THE NORTHWEST CORNER OF THE
 GQ0411'CEMETERY.  TURN RIGHT AND CONTINUE FOR 2.1 MILES TO A FORK
 GQ0411'AT THE SOUTH END OF THE VIRGIN RIVER BRIDGE.  TAKE THE RIGHT
 GQ0411'FORK (SOUTH) FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK,
 GQ0411'SOUTH AND SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE THE LEFT
 GQ0411'FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY FOR 23.5
 GQ0411'MILES TO WOLF HOLE AT A CABIN AND CORRALS ON THE RIGHT.
 GQ0411'CONTINUE FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0411'CONTINUE FOR 0.3 MILE TO A FENCE CORNER.  TURN RIGHT AND
 GQ0411'CONTINUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0411'THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A CROSSROAD.  CONTINUE
 GQ0411'STRAIGHT AHEAD FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0411'GO 0.1 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.4
 GQ0411'MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.3
 GQ0411'MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.3 MILE TO A
 GQ0411'CROSSROAD.  TURN RIGHT AND CONTINUE FOR 2.3 MILES TO A
 GQ0411'FORK AT THE CREST OF A SMALL RISE AND THE AZIMUTH MARK
 GQ0411'AS DESCRIBED BELOW.  TAKE THE RIGHT FORK, DOWN GRADE, FOR
 GQ0411'0.25 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A
 GQ0411'TRIANGLE BLAZE ON A TREE TO THE LEFT OF THE ROAD.  TURN
 GQ0411'LEFT, LEAVING ROAD, AND DRIVE ABOUT 0.25 MILE TO THE EAST
 GQ0411'BASE OF BLUFF AND END OF TRUCK TRAVEL.  PACK WEST TO TOP
 GQ0411'OF MESA THENCE SOUTHWEST AROUND THE RIM FOR ABOUT 200 YARDS
 GQ0411'TO THE STATION.  A 15-MINUTE PACK.
 GQ0411'
 GQ0411'THE STATION IS 35 FEET NORTH OF THE SOUTH RIM, 27 FEET NORTH
 GQ0411'OF A 14-INCH CEDAR STUMP AND 9 FEET SOUTH OF A 6-INCH PINE
 GQ0411'ON WHICH IS A 5 -INCH TRIANGLE BLAZE.  THE MARK IS A STANDARD
 GQ0411'DISK SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 1 INCH
 GQ0411'ABOVE THE SURFACE.  THE MARK IS STAMPED FLAT 1953.
 GQ0411'
 GQ0411'REFERENCE MARK 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 GQ0411'15 FEET NORTH OF THE SOUTH RIM OF MESA, 12 FEET EAST OF A
 GQ0411'14-INCH CEDAR STUMP.  THE MARK IS A STANDARD DISK SET IN
 GQ0411'THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND.  THE
 GQ0411'MARK IS STAMPED FLAT NO 1 1953.
 GQ0411'
 GQ0411'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 GQ0411'MARK, 2 FEET NORTH OF THE SOUTH RIM OF THE MESA.  THE MARK
 GQ0411'IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH ON THE
 GQ0411'NORTH BUT DROPS ABOUT 10 FEET TO THE SOUTH.  THE MARK IS
 GQ0411'STAMPED FLAT NO 2 1953.
 GQ0411'
 GQ0411'THE AZIMUTH MARK IS ABOUT 140 FEET NORTH OF THE ROAD, AT A
 GQ0411'POINT WHERE THE ROAD CROSSES THE CREST OF RIDGE AND ABOUT
 GQ0411'60 FEET BEFORE REACHING A FORK.  THE MARK IS ABOUT 60 FEET
 GQ0411'SOUTHWEST OF THE HIGHEST PART OF THE HILL AND 3 FEET NORTHWEST
 GQ0411'OF A SMALL CAIRN.  THE MARK IS A STANDARD DISK SET IN THE
 GQ0411'TOP OF A BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.
 GQ0411'MARK IS STAMPED FLAT 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2045 ***********************************************************************
 DV2045  DESIGNATION -  FLAT
 DV2045  PID         -  DV2045
 DV2045  STATE/COUNTY-  AZ/MARICOPA
 DV2045  USGS QUAD   -  BALDY MTN (1981)
 DV2045
 DV2045                         *CURRENT SURVEY CONTROL
 DV2045  ___________________________________________________________________
 DV2045* NAD 83(1992)-  33 49 43.10633(N)    112 15 03.76620(W)     ADJUSTED  
 DV2045* NAVD 88     -       514.7    (meters)    1689.     (feet)  VERTCON   
 DV2045  ___________________________________________________________________
 DV2045  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DV2045  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DV2045
 DV2045  HORZ ORDER  -  SECOND
 DV2045
 DV2045.The horizontal coordinates were established by classical geodetic methods
 DV2045.and adjusted by the National Geodetic Survey in August 1993..
 DV2045
 DV2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2045
 DV2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2045
 DV2045.The geoid height was determined by GEOID03.
 DV2045
 DV2045;                    North         East     Units Scale Factor Converg.
 DV2045;SPC AZ C     -   313,698.706   182,409.557   MT  0.99991181   -0 11 10.2
 DV2045;SPC AZ C     - 1,029,195.23    598,456.55   iFT  0.99991181   -0 11 10.2
 DV2045;UTM  12      - 3,743,859.936   384,233.602   MT  0.99976521   -0 41 47.6
 DV2045
 DV2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2045!SPC AZ C     -   0.99992381  x   0.99991181  =   0.99983563
 DV2045!UTM  12      -   0.99992381  x   0.99976521  =   0.99968904
 DV2045
 DV2045|---------------------------------------------------------------------|
 DV2045| PID    Reference Object                     Distance      Geod. Az  |
 DV2045|                                                           dddmmss.s |
 DV2045| CH5158 FLAT RM 1                             7.876 METERS 07708     |
 DV2045| CH5159 FLAT RM 2                             6.102 METERS 25706     |
 DV2045| DV2046 LAKE                                APPROX. 5.3 KM 2760619.3 |
 DV2045|---------------------------------------------------------------------|
 DV2045
 DV2045                          SUPERSEDED SURVEY CONTROL
 DV2045
 DV2045  NAD 83(1986)-  33 49 43.10127(N)    112 15 03.77022(W) AD(       ) 2
 DV2045  NAD 27      -  33 49 42.97110(N)    112 15 01.17300(W) AD(       ) 2
 DV2045  NGVD 29 (07/19/86)  514.1    (m)         1687.     (f) VERT ANG       
 DV2045
 DV2045.Superseded values are not recommended for survey control.
 DV2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2045.See file dsdata.txt to determine how the superseded data were derived.
 DV2045
 DV2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8423443860(NAD 83)
 DV2045_MARKER: DD = SURVEY DISK
 DV2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2045+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 DV2045
 DV2045  HISTORY     - Date     Condition        Report By
 DV2045  HISTORY     - 1978     MONUMENTED       AZDT
 DV2045  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 DV2045  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 DV2045  HISTORY     - 20000109 GOOD             USPSQD
 DV2045  HISTORY     - 20031221 GOOD             USPSQD
 DV2045
 DV2045                          STATION DESCRIPTION
 DV2045
 DV2045'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2045'THE STATION IS ABOUT 22.5 MILES EAST OF MORRISTOWN, AND 1 MILE
 DV2045'SOUTH SOUTHEAST OF LAKE PLEASANT ON THE NORTH SIDE OF STATE
 DV2045'HWY. 74 JUST WEST OF A TRANSMISSION LINE.
 DV2045'
 DV2045'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FLAT 1976 AND
 DV2045'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DV2045'105 FEET NORTH OF HWY. CENTERLINE AND 0.15 MILE WEST OF N-S
 DV2045'TRANSMISSION LINE MARKED WITH A WITNESS POST AND SIGN 20 FEET TO
 DV2045'NORTHEAST.
 DV2045'
 DV2045'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FLAT RM 1
 DV2045'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 125
 DV2045'FT. NORTH OF HWY. CENTERLINE.
 DV2045'
 DV2045'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FLAT
 DV2045'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2045'ABOUT 125 FEET NORTH OF HWY. CENTERLINE.
 DV2045'
 DV2045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 93 AND
 DV2045'STATE HWY. 74, 0.8 MILES NORTHWEST OF MORRISTOWN, TRAVEL EAST ON
 DV2045'HWY. 74 FOR 22.70 MILES TO STATION ON THE LEFT.
 DV2045'
 DV2045'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2045
 DV2045                          STATION RECOVERY (1996)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2045'MARK NOT FOUND.
 DV2045
 DV2045                          STATION RECOVERY (1999)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2045'MARK NOT FOUND.
 DV2045
 DV2045                          STATION RECOVERY (2000)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2045'RECOVERED IN GOOD CONDITION.
 DV2045
 DV2045                          STATION RECOVERY (2003)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2045'WITNESS POST UNREADABLE AND HAS BULLET HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0252 ***********************************************************************
 GO0252  DESIGNATION -  FLAT
 GO0252  PID         -  GO0252
 GO0252  STATE/COUNTY-  AZ/APACHE
 GO0252  USGS QUAD   -  ROCK POINT (1968)
 GO0252
 GO0252                         *CURRENT SURVEY CONTROL
 GO0252  ___________________________________________________________________
 GO0252* NAD 83(1992)-  36 44 59.88478(N)    109 44 52.35642(W)     ADJUSTED  
 GO0252* NAVD 88     -      1656.5    (meters)    5435.     (feet)  VERTCON   
 GO0252  ___________________________________________________________________
 GO0252  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GO0252  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GO0252
 GO0252  HORZ ORDER  -  THIRD
 GO0252
 GO0252.The horizontal coordinates were established by classical geodetic methods
 GO0252.and adjusted by the National Geodetic Survey in August 1993..
 GO0252
 GO0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0252
 GO0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0252
 GO0252.The geoid height was determined by GEOID03.
 GO0252
 GO0252;                    North         East     Units Scale Factor Converg.
 GO0252;SPC AZ E     -   637,807.267   250,755.245   MT  0.99991722   +0 15 02.1
 GO0252;SPC AZ E     - 2,092,543.53    822,687.81   iFT  0.99991722   +0 15 02.1
 GO0252;UTM  12      - 4,067,866.922   611,775.277   MT  0.99975392   +0 44 57.3
 GO0252
 GO0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0252!SPC AZ E     -   0.99974336  x   0.99991722  =   0.99966060
 GO0252!UTM  12      -   0.99974336  x   0.99975392  =   0.99949735
 GO0252
 GO0252:                Primary Azimuth Mark                     Grid Az
 GO0252:SPC AZ E     -  2 170 A                                  114 58 00.6
 GO0252:UTM  12      -  2 170 A                                  114 28 05.4
 GO0252
 GO0252|---------------------------------------------------------------------|
 GO0252| PID    Reference Object                     Distance      Geod. Az  |
 GO0252|                                                           dddmmss.s |
 GO0252| GO0237 2 170 A                             APPROX. 7.3 KM 1151302.7 |
 GO0252|---------------------------------------------------------------------|
 GO0252
 GO0252                          SUPERSEDED SURVEY CONTROL
 GO0252
 GO0252  NAD 83(1986)-  36 44 59.88481(N)    109 44 52.35690(W) AD(       ) 3
 GO0252  NGVD 29 (08/22/88) 1655.6    (m)         5432.     (f) VERT ANG       
 GO0252
 GO0252.Superseded values are not recommended for survey control.
 GO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0252.See file dsdata.txt to determine how the superseded data were derived.
 GO0252
 GO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1177567867(NAD 83)
 GO0252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0252_SETTING: 66 = SET IN ROCK OUTCROP
 GO0252_SP_SET: SET IN ROCK OUTCROP
 GO0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0252+STABILITY: POSITION/ELEVATION WELL
 GO0252
 GO0252  HISTORY     - Date     Condition        Report By
 GO0252  HISTORY     - 1949     MONUMENTED       USGS
 GO0252  HISTORY     - 1952     GOOD             USGS
 GO0252
 GO0252                          STATION DESCRIPTION
 GO0252
 GO0252'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0252'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0523 ***********************************************************************
 GP0523  DESIGNATION -  FLAT
 GP0523  PID         -  GP0523
 GP0523  STATE/COUNTY-  AZ/COCONINO
 GP0523  USGS QUAD   -  TANNER WELL (1985)
 GP0523
 GP0523                         *CURRENT SURVEY CONTROL
 GP0523  ___________________________________________________________________
 GP0523* NAD 83(1992)-  36 30 47.30612(N)    111 38 20.89055(W)     ADJUSTED  
 GP0523* NAVD 88     -      1851.4    (meters)    6074.     (feet)  VERTCON   
 GP0523  ___________________________________________________________________
 GP0523  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GP0523  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GP0523
 GP0523  HORZ ORDER  -  THIRD
 GP0523
 GP0523.The horizontal coordinates were established by classical geodetic methods
 GP0523.and adjusted by the National Geodetic Survey in August 1993..
 GP0523
 GP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0523
 GP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0523
 GP0523.The geoid height was determined by GEOID03.
 GP0523
 GP0523;                    North         East     Units Scale Factor Converg.
 GP0523;SPC AZ C     -   611,483.030   238,217.595   MT  0.99990761   +0 09 54.5
 GP0523;SPC AZ C     - 2,006,177.92    781,553.79   iFT  0.99990761   +0 09 54.5
 GP0523;UTM  12      - 4,041,055.617   442,771.306   MT  0.99964035   -0 22 49.1
 GP0523
 GP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0523!SPC AZ C     -   0.99971310  x   0.99990761  =   0.99962073
 GP0523!UTM  12      -   0.99971310  x   0.99964035  =   0.99935355
 GP0523
 GP0523:                Primary Azimuth Mark                     Grid Az
 GP0523:SPC AZ C     -  SHINUMO                                  217 33 12.8
 GP0523:UTM  12      -  SHINUMO                                  218 05 56.4
 GP0523
 GP0523|---------------------------------------------------------------------|
 GP0523| PID    Reference Object                     Distance      Geod. Az  |
 GP0523|                                                           dddmmss.s |
 GP0523| GP0591 SHINUMO                             APPROX.11.2 KM 2174307.3 |
 GP0523|---------------------------------------------------------------------|
 GP0523
 GP0523                          SUPERSEDED SURVEY CONTROL
 GP0523
 GP0523  NAD 83(1986)-  36 30 47.30448(N)    111 38 20.88670(W) AD(       ) 3
 GP0523  NGVD 29 (05/08/89) 1850.4    (m)         6071.     (f) VERT ANG       
 GP0523
 GP0523.Superseded values are not recommended for survey control.
 GP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0523.See file dsdata.txt to determine how the superseded data were derived.
 GP0523
 GP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4277141056(NAD 83)
 GP0523_MARKER: DD = SURVEY DISK
 GP0523_SETTING: 66 = SET IN ROCK OUTCROP
 GP0523_SP_SET: SET IN ROCK OUTCROP
 GP0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0523+STABILITY: POSITION/ELEVATION WELL
 GP0523
 GP0523  HISTORY     - Date     Condition        Report By
 GP0523  HISTORY     - 1953     MONUMENTED       USGS
 GP0523
 GP0523                          STATION DESCRIPTION
 GP0523
 GP0523'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0523'LOCATED 11 MI NNW. OF CEDAR RIDGE TRADING POST, 7 MI NE. OF
 GP0523'SHINUMO ALTAR BUTTE, 2.5 MI SW. OF U.S. HWY. 89.
 GP0523'
 GP0523'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE
 GP0523'10.1 MI NW. ON U.S. HWY. 89 TO CONCRETE BRIDGE.  GO 3 MI W. UPHILL
 GP0523'ON TRACK RD. TO Y-RD. AND X-RDS.  CONTINUE STRAIGHT AHEAD 0.4 MI
 GP0523'NW. ON MAIN-TRAVELED RD. TO RD. FORKS, TAKE RIGHT FORK 0.9 MI
 GP0523'NW.  TURN RIGHT AND FOLLOW RIDGE ABOUT 0.5 MI N. CROSS-COUNTRY TO
 GP0523'STATION.
 GP0523'
 GP0523'STATION MARK--STANDARD TABLET STAMPED---FLAT 1953---, CEMENTED IN
 GP0523'SOLID ROCK OUTCROP.
 GP0523'
 GP0523'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK
 GP0523'OUTCROP.
 GP0523'
 GP0523'RM 2--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR1039 ***********************************************************************
 FR1039  DESIGNATION -  FLAT
 FR1039  PID         -  FR1039
 FR1039  STATE/COUNTY-  AZ/COCONINO
 FR1039  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR1039
 FR1039                         *CURRENT SURVEY CONTROL
 FR1039  ___________________________________________________________________
 FR1039* NAD 83(1992)-  35 09 26.02672(N)    112 20 07.00157(W)     ADJUSTED  
 FR1039* NAVD 88     -      2080.6    (meters)    6826.     (feet)  VERTCON   
 FR1039  ___________________________________________________________________
 FR1039  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 FR1039  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1039
 FR1039  HORZ ORDER  -  THIRD
 FR1039
 FR1039.The horizontal coordinates were established by classical geodetic methods
 FR1039.and adjusted by the National Geodetic Survey in August 1993..
 FR1039
 FR1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1039
 FR1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1039
 FR1039.The geoid height was determined by GEOID03.
 FR1039
 FR1039;                    North         East     Units Scale Factor Converg.
 FR1039;SPC AZ C     -   461,096.069   175,222.659   MT  0.99991792   -0 14 27.8
 FR1039;SPC AZ C     - 1,512,782.38    574,877.49   iFT  0.99991792   -0 14 27.8
 FR1039;UTM  12      - 3,891,295.567   378,383.445   MT  0.99978228   -0 46 08.3
 FR1039
 FR1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1039!SPC AZ C     -   0.99967737  x   0.99991792  =   0.99959532
 FR1039!UTM  12      -   0.99967737  x   0.99978228  =   0.99945972
 FR1039
 FR1039:                Primary Azimuth Mark                     Grid Az
 FR1039:SPC AZ C     -  LIZARD                                   159 24 07.3
 FR1039:UTM  12      -  LIZARD                                   159 55 47.8
 FR1039
 FR1039|---------------------------------------------------------------------|
 FR1039| PID    Reference Object                     Distance      Geod. Az  |
 FR1039|                                                           dddmmss.s |
 FR1039| FR1040 LIZARD                              APPROX. 8.4 KM 1590939.5 |
 FR1039|---------------------------------------------------------------------|
 FR1039
 FR1039                          SUPERSEDED SURVEY CONTROL
 FR1039
 FR1039  NAD 83(1986)-  35 09 26.02484(N)    112 20 06.99877(W) AD(       ) 3
 FR1039  NGVD 29 (04/23/90) 2079.7    (m)         6823.     (f) VERT ANG       
 FR1039
 FR1039.Superseded values are not recommended for survey control.
 FR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1039.See file dsdata.txt to determine how the superseded data were derived.
 FR1039
 FR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7838391296(NAD 83)
 FR1039
 FR1039  HISTORY     - Date     Condition        Report By
 FR1039  HISTORY     - 1945     MONUMENTED       USFS
 FR1039  HISTORY     - 1959     GOOD             USGS
 FR1039
 FR1039                          STATION DESCRIPTION
 FR1039
 FR1039'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FR1039'RECOVERED AS DESCRIBED BY USFS.  ALL MARKS IN GOOD CONDITION.
 FR1039'THEIR LOCATED FOLLOWS.
 FR1039'
 FR1039'LOCATED ABOUT 8 MI W. OF BILL WILLIAMS MOUNTAIN LOT.  ON HIGH
 FR1039'ROCKY POINT, MOST SOUTHERLY OF THREE HIGH POINTS ON FLAT MESA.
 FR1039'
 FR1039'STATION MARK--USFS DISK STAMPED---FLAT 1945---, IN MALPAIS ROCK.
 FR1039'
 FR1039'1974 NOTE--NEW TO REACH FROM FORM 9-1165.  TO REACH FROM
 FR1039'WILLIAMS, DRIVE 5.9 MI W. ALONG U.S. HWY. 66 AND I-HWY. 40 TO
 FR1039'DEVIL DOG OFF RAMP.  THENCE 0.5 MI S. TO OLD HWY.  TURN LEFT ALONG
 FR1039'OLD HWY. 0.4 MI TO WILLIAMS LOOP RD.  TURN RIGHT 4.0 MI S. ALONG
 FR1039'WILLIAMS LOOP RD. TO SHARP LEFT CURVE.  TURN RIGHT WESTERLY ON
 FR1039'SIGNED PRIMITIVE ROAD.  STAY LEFT AT INTERSECTION 0.2 MI.  STAY
 FR1039'RIGHT AT INTERSECTION 0.3 MI.  STAY RIGHT AT INTERSECTION 1.2 MI.
 FR1039'STAY RIGHT AT INTERSECTION 0.8 MI.  STAY LEFT AT INTERSECTION 0.2
 FR1039'MI TO INTERSECTION.  STAY LEFT 0.5 MI TO GATE, GO THROUGH GATE 0.6
 FR1039'MI TO MAGILLER RESERVOIR.  PACK WESTERLY 0.5 MI TO STATION.  A
 FR1039'30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1298 ***********************************************************************
 DB1298  DESIGNATION -  FLAT HILL
 DB1298  PID         -  DB1298
 DB1298  STATE/COUNTY-  AZ/YUMA
 DB1298  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1298
 DB1298                         *CURRENT SURVEY CONTROL
 DB1298  ___________________________________________________________________
 DB1298* NAD 83(1992)-  32 53 46.42479(N)    114 23 36.05350(W)     ADJUSTED  
 DB1298* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 DB1298  ___________________________________________________________________
 DB1298  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DB1298  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DB1298
 DB1298  HORZ ORDER  -  FIRST
 DB1298
 DB1298.The horizontal coordinates were established by classical geodetic methods
 DB1298.and adjusted by the National Geodetic Survey in August 1993..
 DB1298
 DB1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1298
 DB1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1298
 DB1298.The geoid height was determined by GEOID03.
 DB1298
 DB1298;                    North         East     Units Scale Factor Converg.
 DB1298;SPC AZ W     -   210,434.680   153,170.251   MT  0.99997799   -0 20 57.9
 DB1298;SPC AZ W     -   690,402.49    502,527.07   iFT  0.99997799   -0 20 57.9
 DB1298;SPC CA 6     -   582,456.956 2,173,700.800   MT  0.99998313   +1 01 12.9
 DB1298;SPC CA 6     - 1,910,944.20  7,131,550.04   sFT  0.99998313   +1 01 12.9
 DB1298;UTM  11      - 3,642,796.555   743,821.955   MT  1.00033308   +1 24 59.1
 DB1298
 DB1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1298!SPC AZ W     -   0.99997918  x   0.99997799  =   0.99995717
 DB1298!SPC CA 6     -   0.99997918  x   0.99998313  =   0.99996231
 DB1298!UTM  11      -   0.99997918  x   1.00033308  =   1.00031225
 DB1298
 DB1298|---------------------------------------------------------------------|
 DB1298| PID    Reference Object                     Distance      Geod. Az  |
 DB1298|                                                           dddmmss.s |
 DB1298| CE9384 FLAT HILL RM 1                       14.981 METERS 01626     |
 DB1298| DB1305 FLAT HILL RM 3                       14.937 METERS 01636     |
 DB1298| DW0925 1289 CAIRN                          APPROX.13.4 KM 0245252.5 |
 DB1298| CE9385 FLAT HILL RM 2                       21.318 METERS 25245     |
 DB1298| CE9383 NORTH BASE=FLAT HILL AZ MK                         2803402.5 |
 DB1298|---------------------------------------------------------------------|
 DB1298
 DB1298                          SUPERSEDED SURVEY CONTROL
 DB1298
 DB1298  NAD 83(1986)-  32 53 46.42703(N)    114 23 36.05907(W) AD(       ) 1
 DB1298  NAD 27      -  32 53 46.27811(N)    114 23 33.25394(W) AD(       ) 1
 DB1298  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG       
 DB1298
 DB1298.Superseded values are not recommended for survey control.
 DB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1298.See file dsdata.txt to determine how the superseded data were derived.
 DB1298
 DB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4382242797(NAD 83)
 DB1298_MARKER: DS = TRIANGULATION STATION DISK
 DB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1298
 DB1298  HISTORY     - Date     Condition        Report By
 DB1298  HISTORY     - 1934     MONUMENTED       CGS
 DB1298  HISTORY     - 1949     GOOD             CGS
 DB1298  HISTORY     - 1952     GOOD             USE
 DB1298  HISTORY     - 1956     GOOD             CGS
 DB1298  HISTORY     - 1961     GOOD             AMS
 DB1298  HISTORY     - 1964     GOOD             CGS
 DB1298  HISTORY     - 1971     GOOD             CGS
 DB1298  HISTORY     - 1981     GOOD             NGS
 DB1298
 DB1298                          STATION DESCRIPTION
 DB1298
 DB1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1298'THIS STATION IS ON A LOW FLAT HILL ABOUT 4 MILES E OF THE COLORADO
 DB1298'RIVER AND ABOUT 19 MILES NE OF YUMA, ON THE WESTERN EDGE OF THE
 DB1298'HILL AND ABOUT 1/2 MILE E BY SE OF THE NORTH BASE STATION
 DB1298'OF THE U.S.B.R.
 DB1298'
 DB1298'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DB1298'DISKS SET IN CONCRETE.
 DB1298'
 DB1298'STATION REACHED FROM YUMA BY FOLLOWING U.S. HIGHWAY 80 EASTERLY
 DB1298'FROM THE POST OFFICE 9.6 MILES, TURN LEFT ON THE DOME ROAD,
 DB1298'GO 1.0 MILE, KEEP STRAIGHT AHEAD, GO 1.0 MILE, TURN RIGHT, GO
 DB1298'8.3 MILES, TURN LEFT ON THE QUARTZITE ROAD, GO 1.0 MILE CROSSING
 DB1298'THE SUSPENSION BRIDGE OVER THE GILA RIVER, TAKE THE RIGHT
 DB1298'FORK, GO 5.0 MILES, TAKE LEFT FORK, GO 1.6 MILES TO THE
 DB1298'PETRIFIED FOREST ROAD ON THE LEFT, TURN LEFT AND GO 2.7 MILES,
 DB1298'TAKE THE RIGHT FORK AT A SIGN READING UNLAWFUL TO PICK UP
 DB1298'PETRIFIED WOOD.  FOLLOW MAIN-TRAVELED ROAD 2.4 MILES AND TURN
 DB1298'RIGHT ON TRACKS LEADING TOWARD THE SIGNAL ON N BASE.  GO
 DB1298'0.4 MILE AND PASS N BASE SIGNAL.  GO E ACROSS COUNTRY 0.4
 DB1298'MILE TO THE STATION ON LOW HILL WHICH CAN BE SEEN TO THE
 DB1298'E FROM THE N BASE.
 DB1298
 DB1298                          STATION RECOVERY (1949)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1298'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION BUT
 DB1298'NOT AS PREVIOUSLY DESCRIBED.  THE CORRECT DISTANCES AND DIRECTIONS
 DB1298'TO THE REFERENCE MARKS ARE LISTED ABOVE.  AN AZIMUTH MARK WAS
 DB1298'ESTABLISHED.
 DB1298'
 DB1298'THE STATION IS LOCATED ABOUT 19 MILES AIR LINE NORTHEAST OF
 DB1298'YUMA AND ABOUT 4 MILES AIR LINE EAST OF THE COLORADO RIVER ON
 DB1298'A SMALL SANDY KNOLL OF A LONG FLAT BENCH.  THIS AREA IS COVERED
 DB1298'WITH SMALL PIECES OF PETRIFIED WOOD.  THE STATION MARK
 DB1298'PROJECTS 5 INCHES, IS SET ON THE HIGHEST
 DB1298'POINT OF THE KNOLL 7 FEET NORTH OF A WHITE WITNESS POST.  THE
 DB1298'MARK IS STAMPED, FLAT HILL 1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS ABOUT 30 INCHES
 DB1298'LOWER THAN THE STATION MARK AND IS STAMPED, FLAT HILL NO 1 1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS ABOUT 3 FEET LOWER
 DB1298'THAN THE STATION MARK AND IS STAMPED, FLAT HILL NO 2 1934.
 DB1298'
 DB1298'THE AZIMUTH MARK IS WELDED TO THE TOP OF A 2 1/2-INCH IRON
 DB1298'PIPE SET IN CONCRETE ON A FLAT BENCH 3 FEET NORTH OF A WHITE
 DB1298'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED, FLAT HILL
 DB1298'1949.
 DB1298'
 DB1298'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ON STATE
 DB1298'HIGHWAY 95, ABOUT 25 MILES NORTHERLY FROM YUMA.  GO SOUTH ON
 DB1298'HIGHWAY 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 1.3 MILES TO A
 DB1298'FORK.  TURN RIGHT, GO 0.45 MILE TO A FORK.  TURN RIGHT, GO
 DB1298'1.2 MILES TO A FORK.  TURN RIGHT, GO 0.45 MILE TO A FORK.  TURN
 DB1298'RIGHT, GO 1.8 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.7 MILE
 DB1298'TO STATION.
 DB1298
 DB1298                          STATION RECOVERY (1952)
 DB1298
 DB1298'RECOVERY NOTE BY US ENGINEERS 1952
 DB1298'STATION WITH TRIPOD AND REFERENCE IN GOOD CONDITION.
 DB1298'
 DB1298'TO REACH FROM YUMA, TRAVEL NORTH ON HWY. 95 TO THE COUNTY
 DB1298'WELL (MILE POST 50, 24.2 MILES FROM 4TH AVE. IN YUMA), GO
 DB1298'LEFT 3.7 MILES ON GOOD GRAVEL ROAD.  FROM HERE THE STATION
 DB1298'WITH TRIPOD IS CLEARLY VISIBLE ABOUT 1/2 MILE TO THE RIGHT
 DB1298'ON A LOW SAND KNOLL.  EITHER GO CROSS COUNTRY TO STATION
 DB1298'OR CIRCLE AROUND BY ROAD AS FOLLOWS--CONTINUE ALONG GRAVEL ROAD
 DB1298'0.8 MILES, TURN RIGHT AND GO 0.55 MILES TO A FORK, GO STRAIGHT
 DB1298'AHEAD 0.4 MILES TO A FORK, GO RIGHT 0.25 MILES PAST USED
 DB1298'ARTILLERY RANGE DANGER SIGN NO. 83 TO A FORK, GO STRAIGHT
 DB1298'0.1 MILE TO A MIXTURE OF ROADS AND TRACKS, CONTINUE STRAIGHT
 DB1298'AHEAD 0.95 MILES TO A FORK, GO STRAIGHT 0.4 MILE, TURN
 DB1298'RIGHT 0.5 MILE TO THE STATION.  DRIVE STATION.
 DB1298
 DB1298                          STATION RECOVERY (1956)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DB1298'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DB1298'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DB1298'CONDITION.
 DB1298'
 DB1298'FOLLOWING IS A NEW DESCRIPTION--
 DB1298'
 DB1298'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF YUMA ON
 DB1298'THE HIGHEST POINT OF A LOW SANDY KNOLL, 8 FEET NORTH OF A WITNESS
 DB1298'POST.  THE MARK IS STAMPED FLAT HILL 1934 AND PROJECTS 2
 DB1298'INCHES.
 DB1298'
 DB1298'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 DB1298'THE STATION, PROJECTS 3 INCHES AND IS STAMPED FLAT HILL NO 1
 DB1298'1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 DB1298'THE STATION, PROJECTS 4 INCHES AND IS STAMPED FLAT HILL NO
 DB1298'2 1934.
 DB1298'
 DB1298'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 105.45 FEET.
 DB1298'
 DB1298'THE AZIMUTH MARK IS JUST WEST OF A FORK IN A TRACK ROAD, 3
 DB1298'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK BRAZED
 DB1298'TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 3 INCHES AND
 DB1298'IS SURROUNDED BY CONCRETE.  THE MARK IS STAMPED FLAT HILL
 DB1298'1949.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95
 DB1298'AND U.S. HIGHWAY 80 IN THE SOUTH EDGE OF YUMA, GO EAST AND NORTH
 DB1298'ON STATE HIGHWAY 95 FOR 20.5 MILES TO ENTRANCE TO THE YUMA
 DB1298'TEST STATION (U.S. ARMY), CONTINUE NORTH FOR 2.55 MILES TO A
 DB1298'SIDE ROAD LEFT AND SIGN MARTINEZ LAKE, TURN LEFT AND GO WEST
 DB1298'AND NORTHWEST FOR 4.05 MILES TO A TRACK ROAD ON THE RIGHT.
 DB1298'TURN RIGHT AND GO EAST AND SOUTHEAST ON TRACK ROAD FOR 0.5
 DB1298'MILE TO A CROSSROAD, (AZIMUTH MARK IS 0.1 MILE WEST AS
 DB1298'DESCRIBED.) CONTINUE SOUTHEAST FOR 0.4 MILE TO THE HIGHEST POINT
 DB1298'OF SANDY KNOLL AND STATION AS DESCRIBED.
 DB1298
 DB1298                          STATION RECOVERY (1961)
 DB1298
 DB1298'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DB1298'STATION WAS RECOVERED IN GOOD CONDITION.
 DB1298
 DB1298                          STATION RECOVERY (1964)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1298'THE STATION WAS RECOVERED AND ALL MARKS, AS DESCRIBED IN
 DB1298'1949, WERE FOUND IN GOOD CONDITION.  THE ORIGINAL ROUTE TO
 DB1298'THE STATION IS NOW OBSOLETE AND A NEW ROUTE IS DESCRIBED
 DB1298'BELOW.
 DB1298'
 DB1298'THE STATION IS NOW WITHIN THE ARMY, YUMA TEST STATION, 19 MILES
 DB1298'NORTHEAST OF YUMA, 4 MILES EAST OF THE COLORADO RIVER, 3-3/4 MILES
 DB1298'NORTHEAST OF THE YUMA TEST STATION HEADQUARTERS AND ON THE SUMMIT
 DB1298'OF A SMALL SANDY KNOLL PROJECTING ABOVE A LONG FLAT BENCH.
 DB1298'A POWERLINE PASSES OVER THE TOP OF THE STATION KNOLL, 60 FEET
 DB1298'EAST OF THE STATION.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 DB1298'AND 95 IN SOUTH YUMA, DRIVE EAST AND NORTH ON U.S. HIGHWAY 95
 DB1298'FOR 20.6 MILES TO A SIDE ROAD ON THE LEFT BETWEEN TWO HUGE
 DB1298'OBSOLETE ARMY RIFLES WHICH LEADS WEST TO IMPERIAL DAM AND
 DB1298'THE YUMA TEST STATION HEADQUARTERS.  CONTINUE NORTH ON U.S.
 DB1298'HIGHWAY 95 FOR 2.8 MILES TO A SIDE ROAD ON THE LEFT AND SIGN
 DB1298'READING, MARTINEZ LAKE ROAD.  TURN LEFT, AS PER SIGN, AND
 DB1298'DRIVE WESTERLY ON THE BLACK-TOP ROAD FOR 2.6 MILES TO A CURVE
 DB1298'IN THE ROAD AT A POINT WHERE A NORTH-SOUTH POWER LINE
 DB1298'CROSSES THE ROAD.  TURN RIGHT AND DRIVE NORTH ALONG THE
 DB1298'POWERLINE FOR 1.1 MILES TO THE SUMMIT OF A KNOLL AND THE
 DB1298'STATION ON THE LEFT.
 DB1298'
 DB1298'PERMISSION TO REACH THE STATION SITE MUST BE OBTAINED FROM
 DB1298'THE PROVOST MARSHAL AT THE YUMA TEST STATION HEADQUARTERS.
 DB1298'
 DB1298'THIS STATION WAS VISITED BY A LIGHTKEEPER FOR CHECK ANGLE
 DB1298'PURPOSES ONLY AT THIS TIME.
 DB1298
 DB1298                          STATION RECOVERY (1971)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971 (EBL)
 DB1298'THE STATION MARK, REFERENCE MARK 2, AZIMUTH MARK WERE RECOVERED IN
 DB1298'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN HIT BY HEAVY MACHINERY AND
 DB1298'TILTED.  IT WAS REPOSITIONED AND ESTABLISHED AS REFERENCE MARK 3.
 DB1298'DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND THE AZIMUTH MARK
 DB1298'COMPARED FAVORABLY WITH 1956 OBERVATIONS.  A COMPLETE NEW DESCRIPTION
 DB1298'FOLLOWS.
 DB1298'
 DB1298'THE STATION IS ABOUT 19 MILES NORTHEAST OF YUMA, 5 MILES EAST OF THE
 DB1298'COLORADO RIVER, 3.5 MILES NORTHEAST OF THE YUMA TEST STATION
 DB1298'HEADQUARTERS, AND ON PROPERTY OF THE U.S. GOVERNMENT.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND THE
 DB1298'MAIN ENTRANCE WEST TO THE YUMA TEST STATION HEADQUARTERS ABOUT 20
 DB1298'MILES NORTHEAST OF YUMA, GO NORTH ON U.S. HIGHWAY 95 FOR 2.8 MILES
 DB1298'TO PAVED ROAD LEFT AT SIGN MARTINEZ LAKE.  TURN LEFT AND GO
 DB1298'NORTHWEST ON MARTINEZ LAKE ROAD FOR 2.7 MILES TO A TRACK ROAD ON
 DB1298'RIGHT AT POWER LINE.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 DB1298'UNDER POWER LINE FOR 1.2 MILES TO SUMMIT OF SMALL SANDY RISE AND
 DB1298'THE STATION ON THE LEFT.
 DB1298'
 DB1298'THE STATION MARK IS A STANDARD DISK STAMPED FLAT HILL 1934, SET IN
 DB1298'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 DB1298'ABOVE THE GROUND.  IT IS 96 FEET WEST OF THE CENTER OF THE TRACK
 DB1298'ROAD.
 DB1298'
 DB1298'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT HILL NO 2 1934,
 DB1298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 DB1298'6 INCHES ABOVE THE GROUND.
 DB1298'
 DB1298'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAT HILL 1934 NO 3
 DB1298'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DB1298'PROJECTING 3 INCHES ABOVE THE GROUND.
 DB1298'
 DB1298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT HILL 1949 USBR
 DB1298'NORTH BASE, WELDED TO THE TOP OF A PIPE AND SURROUNDED BY A DOME
 DB1298'SHAPED MASS OF CONCRETE PROJECTING 8 INCHES ABOVE THE GROUND.  IT
 DB1298'IS 3.1 FEET NORTH OF A 4 BY 4-INCH WOODEN WITNESS POST.
 DB1298'
 DB1298'TO REACH THE AZIMUTH MARK FROM 1.2 MILES SOUTH OF THE STATION AT
 DB1298'THE JUNCTION OF THE PAVED ROAD AND POWER LINE, GO NORTHWEST ON PAVED
 DB1298'ROAD FOR 0.8 MILE, THENCE TURN NORTHEAST ACROSS DESERT FOR 0.3 MILE
 DB1298'TO THE SUMMIT OF A LOW RIDGE AND THE AZIMUTH MARK.
 DB1298
 DB1298                          STATION RECOVERY (1981)
 DB1298
 DB1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1298'THE STATION WAS RECOVERED AS DESCRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1305 ***********************************************************************
 DB1305  DESIGNATION -  FLAT HILL RM 3
 DB1305  PID         -  DB1305
 DB1305  STATE/COUNTY-  AZ/YUMA
 DB1305  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1305
 DB1305                         *CURRENT SURVEY CONTROL
 DB1305  ___________________________________________________________________
 DB1305* NAD 83(1992)-  32 53 46.88944(N)    114 23 35.88925(W)     ADJUSTED  
 DB1305* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 DB1305  ___________________________________________________________________
 DB1305  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DB1305  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DB1305
 DB1305  HORZ ORDER  -  FIRST
 DB1305
 DB1305.The horizontal coordinates were established by classical geodetic methods
 DB1305.and adjusted by the National Geodetic Survey in August 1993..
 DB1305
 DB1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1305
 DB1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1305
 DB1305.The geoid height was determined by GEOID03.
 DB1305
 DB1305;                    North         East     Units Scale Factor Converg.
 DB1305;SPC AZ W     -   210,448.967   153,174.607   MT  0.99997798   -0 20 57.8
 DB1305;SPC AZ W     -   690,449.37    502,541.36   iFT  0.99997798   -0 20 57.8
 DB1305;SPC CA 6     -   582,471.344 2,173,704.813   MT  0.99998312   +1 01 13.0
 DB1305;SPC CA 6     - 1,910,991.40  7,131,563.21   sFT  0.99998312   +1 01 13.0
 DB1305;UTM  11      - 3,642,810.975   743,825.870   MT  1.00033311   +1 24 59.2
 DB1305
 DB1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1305!SPC AZ W     -   0.99997934  x   0.99997798  =   0.99995732
 DB1305!SPC CA 6     -   0.99997934  x   0.99998312  =   0.99996246
 DB1305!UTM  11      -   0.99997934  x   1.00033311  =   1.00031244
 DB1305
 DB1305:                Primary Azimuth Mark                     Grid Az
 DB1305:SPC AZ W     -  PGT NO 2                                 067 14 00.7
 DB1305:SPC CA 6     -  PGT NO 2                                 065 51 49.9
 DB1305:UTM  11      -  PGT NO 2                                 065 28 03.7
 DB1305
 DB1305|---------------------------------------------------------------------|
 DB1305| PID    Reference Object                     Distance      Geod. Az  |
 DB1305|                                                           dddmmss.s |
 DB1305| DB1273 PGT NO 2                            APPROX. 8.7 KM 0665302.9 |
 DB1305| DB1298 FLAT HILL                            14.937 METERS 19636     |
 DB1305|---------------------------------------------------------------------|
 DB1305
 DB1305                          SUPERSEDED SURVEY CONTROL
 DB1305
 DB1305  NAD 83(1986)-  32 53 46.89168(N)    114 23 35.89481(W) AD(       ) 1
 DB1305  NAD 27      -  32 53 46.74277(N)    114 23 33.08968(W) AD(       ) 1
 DB1305  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 DB1305
 DB1305.Superseded values are not recommended for survey control.
 DB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1305.See file dsdata.txt to determine how the superseded data were derived.
 DB1305
 DB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4382642811(NAD 83)
 DB1305_MARKER: DR = REFERENCE MARK DISK
 DB1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1305+STABILITY: SURFACE MOTION
 DB1305
 DB1305  HISTORY     - Date     Condition        Report By
 DB1305  HISTORY     - 1971     MONUMENTED       NGS
 DB1305
 DB1305                          STATION DESCRIPTION
 DB1305
 DB1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB1305'TO REACH STATION FLAT HILL FROM THE JUNCTION OF U.S. HWY 95 AND THE
 DB1305'MAIN ENTRANCE WEST TO THE YUMA TEST STATION HEADQUARTERS ABOUT 20
 DB1305'MILES NORTHEAST OF YUMA, GO NORTH ON U.S. HIGHWAY 95 FOR 2.8 MILES
 DB1305'TO PAVED ROAD LEFT AT SIGN MARTINEZ LAKE.  TURN LEFT AND GO
 DB1305'NORTHWEST ON MARTINEZ LAKE ROAD FOR 2.7 MILES TO A TRACK ROAD ON
 DB1305'RIGHT AT POWER LINE.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 DB1305'UNDER POWER LINE FOR 1.2 MILES TO SUMMIT OF SMALL SANDY RISE AND
 DB1305'THE STATION ON THE LEFT.
 DB1305'
 DB1305'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAT HILL 1934 NO 3
 DB1305'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DB1305'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0717 ***********************************************************************
 DA0717  DESIGNATION -  FLAT RM 1
 DA0717  PID         -  DA0717
 DA0717  STATE/COUNTY-  AZ/YUMA
 DA0717  USGS QUAD   -  AZTEC SE (1982)
 DA0717
 DA0717                         *CURRENT SURVEY CONTROL
 DA0717  ___________________________________________________________________
 DA0717* NAD 83(1986)-  32 50 39.     (N)    113 21 41.     (W)     SCALED    
 DA0717* NAVD 88     -       162.806  (meters)     534.14   (feet)  ADJUSTED  
 DA0717  ___________________________________________________________________
 DA0717  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0717  DYNAMIC HT  -         162.618 (meters)     533.52  (feet)  COMP
 DA0717  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DA0717
 DA0717  VERT ORDER  -  FIRST     CLASS II
 DA0717
 DA0717.The horizontal coordinates were scaled from a topographic map and have
 DA0717.an estimated accuracy of +/- 6 seconds.
 DA0717
 DA0717.The orthometric height was determined by differential leveling
 DA0717.and adjusted by the National Geodetic Survey in June 1991..
 DA0717
 DA0717.The geoid height was determined by GEOID03.
 DA0717
 DA0717.The dynamic height is computed by dividing the NAVD 88
 DA0717.geopotential number by the normal gravity value computed on the
 DA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0717.degrees latitude (g = 980.6199 gals.).
 DA0717
 DA0717.The modeled gravity was interpolated from observed gravity values.
 DA0717
 DA0717;                    North         East    Units  Estimated Accuracy
 DA0717;SPC AZ W     -   204,550.      249,740.      MT  (+/- 180 meters Scaled)
 DA0717
 DA0717                          SUPERSEDED SURVEY CONTROL
 DA0717
 DA0717  NGVD 29 (??/??/92)  162.234  (m)          532.26   (f) ADJ UNCH    1 2
 DA0717
 DA0717.Superseded values are not recommended for survey control.
 DA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0717.See file dsdata.txt to determine how the superseded data were derived.
 DA0717
 DA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB789364(NAD 83)
 DA0717_MARKER: DR = REFERENCE MARK DISK
 DA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0717_STAMPING: FLAT NO 1 1934
 DA0717_MARK LOGO: CGS   
 DA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0717+STABILITY: SURFACE MOTION
 DA0717
 DA0717  HISTORY     - Date     Condition        Report By
 DA0717  HISTORY     - 1934     MONUMENTED       CGS
 DA0717  HISTORY     - 1971     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717
 DA0717                          STATION DESCRIPTION
 DA0717
 DA0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0717'5 MI E FROM AZTEC.
 DA0717'100 YARDS NORTH ALONG THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0717'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0717'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0717'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0717'MARK ON HIGHEST POINT, 59 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 DA0717'WITH SIGN ATTACHED, 58.9 FEET NORTHEAST OF R.M. 2, 50.4 FEET NORTH OF
 DA0717'TRIANGULATION STATION FLAT (USGS) 1934, SET IN TOP OF A 12-INCH SQUARE
 DA0717'CONCRETE POST PROJECTING 5 INCHES.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0456 ***********************************************************************
 FR0456  DESIGNATION -  FLAT RM 1
 FR0456  PID         -  FR0456
 FR0456  STATE/COUNTY-  AZ/YAVAPAI
 FR0456  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0456
 FR0456                         *CURRENT SURVEY CONTROL
 FR0456  ___________________________________________________________________
 FR0456* NAD 83(1986)-  35 15 19.     (N)    113 10 10.     (W)     SCALED    
 FR0456* NAVD 88     -      1618.819  (meters)    5311.08   (feet)  POSTED    
 FR0456  ___________________________________________________________________
 FR0456  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FR0456  DYNAMIC HT  -        1616.680 (meters)    5304.06  (feet)  COMP
 FR0456  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 FR0456
 FR0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0456
 FR0456.The horizontal coordinates were scaled from a topographic map and have
 FR0456.an estimated accuracy of +/- 6 seconds.
 FR0456
 FR0456.The orthometric height was determined by differential leveling
 FR0456.and adjusted by the National Geodetic Survey in 1992..
 FR0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0456.rate of 0.0 thru 1.0 mm/km.
 FR0456
 FR0456.The geoid height was determined by GEOID03.
 FR0456
 FR0456.The dynamic height is computed by dividing the NAVD 88
 FR0456.geopotential number by the normal gravity value computed on the
 FR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0456.degrees latitude (g = 980.6199 gals.).
 FR0456
 FR0456.The modeled gravity was interpolated from observed gravity values.
 FR0456
 FR0456;                    North         East    Units  Estimated Accuracy
 FR0456;SPC AZ C     -   472,610.       99,360.      MT  (+/- 180 meters Scaled)
 FR0456
 FR0456                          SUPERSEDED SURVEY CONTROL
 FR0456
 FR0456  NGVD 29 (??/??/92) 1617.924  (m)         5308.14   (f) ADJ UNCH    2 0
 FR0456
 FR0456.Superseded values are not recommended for survey control.
 FR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0456.See file dsdata.txt to determine how the superseded data were derived.
 FR0456
 FR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE026035(NAD 83)
 FR0456_MARKER: DR = REFERENCE MARK DISK
 FR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0456_STAMPING: FLAT NO 1 1962
 FR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0456+STABILITY: SURFACE MOTION
 FR0456
 FR0456  HISTORY     - Date     Condition        Report By
 FR0456  HISTORY     - 1962     MONUMENTED       CGS
 FR0456
 FR0456                          STATION DESCRIPTION
 FR0456
 FR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0456'19.1 MI W FROM SELIGMAN.
 FR0456'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0456'ITS STATION AT SELIGMAN, THENCE ABOUT 16.1 MILES WEST ALONG A GRAVEL
 FR0456'ROAD TO A NORTH-SOUTH FENCE LINE AND A CATTLE GUARD, 66 FEET SOUTH OF
 FR0456'THE CENTER OF THE ROAD, 60 FEET SOUTH OF THE SOUTH END OF A CATTLE
 FR0456'GUARD, 28.9 FEET SOUTH OF TRAVERSE STATION FLAT, 1.5 FEET EAST OF A
 FR0456'FENCE, 32.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0456'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0718 ***********************************************************************
 DA0718  DESIGNATION -  FLAT RM 2
 DA0718  PID         -  DA0718
 DA0718  STATE/COUNTY-  AZ/YUMA
 DA0718  USGS QUAD   -  AZTEC SE (1982)
 DA0718
 DA0718                         *CURRENT SURVEY CONTROL
 DA0718  ___________________________________________________________________
 DA0718* NAD 83(1986)-  32 50 38.     (N)    113 21 42.     (W)     SCALED    
 DA0718* NAVD 88     -       162.366  (meters)     532.70   (feet)  ADJUSTED  
 DA0718  ___________________________________________________________________
 DA0718  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0718  DYNAMIC HT  -         162.179 (meters)     532.08  (feet)  COMP
 DA0718  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 DA0718
 DA0718  VERT ORDER  -  FIRST     CLASS II
 DA0718
 DA0718.The horizontal coordinates were scaled from a topographic map and have
 DA0718.an estimated accuracy of +/- 6 seconds.
 DA0718
 DA0718.The orthometric height was determined by differential leveling
 DA0718.and adjusted by the National Geodetic Survey in June 1991..
 DA0718
 DA0718.The geoid height was determined by GEOID03.
 DA0718
 DA0718.The dynamic height is computed by dividing the NAVD 88
 DA0718.geopotential number by the normal gravity value computed on the
 DA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0718.degrees latitude (g = 980.6199 gals.).
 DA0718
 DA0718.The modeled gravity was interpolated from observed gravity values.
 DA0718
 DA0718;                    North         East    Units  Estimated Accuracy
 DA0718;SPC AZ W     -   204,510.      249,710.      MT  (+/- 180 meters Scaled)
 DA0718
 DA0718                          SUPERSEDED SURVEY CONTROL
 DA0718
 DA0718  NGVD 29 (??/??/92)  161.794  (m)          530.82   (f) ADJ UNCH    1 2
 DA0718
 DA0718.Superseded values are not recommended for survey control.
 DA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0718.See file dsdata.txt to determine how the superseded data were derived.
 DA0718
 DA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB789364(NAD 83)
 DA0718_MARKER: DR = REFERENCE MARK DISK
 DA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0718_STAMPING: FLAT NO 2 1934
 DA0718_MARK LOGO: CGS   
 DA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0718+STABILITY: SURFACE MOTION
 DA0718
 DA0718  HISTORY     - Date     Condition        Report By
 DA0718  HISTORY     - 1934     MONUMENTED       CGS
 DA0718  HISTORY     - 1971     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718
 DA0718                          STATION DESCRIPTION
 DA0718
 DA0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0718'5 MI E FROM AZTEC.
 DA0718'100 YARDS NORTH FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0718'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0718'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0718'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0718'MARK ON HIGHEST POINT, 58.9 FEET SOUTHWEST OF R.M. 1, 38 FEET EAST OF
 DA0718'TRIANGULATION STATION FLAT (USGS) 1934, 43.8 FEET WEST OF A METAL
 DA0718'WITNESS POST WITH SIGN ATTACHED, SET IN TOP OF A 12-INCH SQUARE
 DA0718'CONCRETE POST PROJECTING 2 INCHES.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1400 ***********************************************************************
 DA1400  DESIGNATION -  FLAT RM A
 DA1400  PID         -  DA1400
 DA1400  STATE/COUNTY-  AZ/YUMA
 DA1400  USGS QUAD   -  AZTEC SE (1982)
 DA1400
 DA1400                         *CURRENT SURVEY CONTROL
 DA1400  ___________________________________________________________________
 DA1400* NAD 83(1992)-  32 50 38.14752(N)    113 21 40.52818(W)     ADJUSTED  
 DA1400* NAVD 88     -       162.69   (+/-2cm)     533.8    (feet)  VERTCON   
 DA1400  ___________________________________________________________________
 DA1400  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 DA1400  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA1400
 DA1400  HORZ ORDER  -  FIRST
 DA1400  VERT ORDER  -  THIRD ? (See Below)
 DA1400
 DA1400.The horizontal coordinates were established by classical geodetic methods
 DA1400.and adjusted by the National Geodetic Survey in August 1993..
 DA1400
 DA1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1400.The vertical order pertains to the NGVD 29 superseded value.
 DA1400
 DA1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1400
 DA1400.The geoid height was determined by GEOID03.
 DA1400
 DA1400;                    North         East     Units Scale Factor Converg.
 DA1400;SPC AZ W     -   204,518.387   249,750.722   MT  0.99994966   +0 12 39.0
 DA1400;SPC AZ W     -   670,992.08    819,392.13   iFT  0.99994966   +0 12 39.0
 DA1400;UTM  12      - 3,636,455.793   279,007.645   MT  1.00020222   -1 16 52.2
 DA1400
 DA1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1400!SPC AZ W     -   0.99997949  x   0.99994966  =   0.99992916
 DA1400!UTM  12      -   0.99997949  x   1.00020222  =   1.00018171
 DA1400
 DA1400:                Primary Azimuth Mark                     Grid Az
 DA1400:SPC AZ W     -  SENT                                     090 24 17.8
 DA1400:UTM  12      -  SENT                                     091 53 49.0
 DA1400
 DA1400|---------------------------------------------------------------------|
 DA1400| PID    Reference Object                     Distance      Geod. Az  |
 DA1400|                                                           dddmmss.s |
 DA1400| DA1393 SENT                                APPROX.15.5 KM 0903656.8 |
 DA1400| DA0716 FLAT                                 24.529 METERS 33815     |
 DA1400|---------------------------------------------------------------------|
 DA1400
 DA1400                          SUPERSEDED SURVEY CONTROL
 DA1400
 DA1400  NAD 83(1986)-  32 50 38.14243(N)    113 21 40.53429(W) AD(       ) 1
 DA1400  NAD 27      -  32 50 37.96645(N)    113 21 37.85841(W) AD(       ) 1
 DA1400  NGVD 29 (07/19/86)  162.14   (m)          532.0    (f) LEVELING    3  
 DA1400
 DA1400.Superseded values are not recommended for survey control.
 DA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1400.See file dsdata.txt to determine how the superseded data were derived.
 DA1400
 DA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7900836456(NAD 83)
 DA1400_MARKER: DR = REFERENCE MARK DISK
 DA1400_SETTING: 66 = SET IN ROCK OUTCROP
 DA1400_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1400
 DA1400  HISTORY     - Date     Condition        Report By
 DA1400  HISTORY     - 1971     MONUMENTED       USGS
 DA1400
 DA1400                          STATION DESCRIPTION
 DA1400
 DA1400'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ)
 DA1400'THE STATION IS LOCATED ABOUT 5 MILES EAST OF AZTEC, 0.8 MILE NORTH
 DA1400'OF INTERSTATE HIGHWAY 8 AND ON PROPERTY OWNED BY THE STATE OF
 DA1400'ARIZONA.
 DA1400'
 DA1400'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 DA1400'FLAT (USGS).
 DA1400'
 DA1400'THE STATION MARK IS A STANDARD DISK STAMPED FLAT RM A USGS 1971,
 DA1400'CEMENTED IN A DEPRESSION IN OUTCROPPING BEDROCK WHICH IS 2 INCHES
 DA1400'BELOW THE SURFACE OF THE GROUND.  IT IS 72.0 FEET SOUTH OF A METAL
 DA1400'WITNESS POST WITH SIGN ATTACHED.
 DA1400'
 DA1400'THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0381 ***********************************************************************
 GQ0381  DESIGNATION -  FLAT ROCK
 GQ0381  PID         -  GQ0381
 GQ0381  STATE/COUNTY-  AZ/MOHAVE
 GQ0381  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0381
 GQ0381                         *CURRENT SURVEY CONTROL
 GQ0381  ___________________________________________________________________
 GQ0381* NAD 83(1992)-  36 18 21.98500(N)    113 35 49.90506(W)     ADJUSTED  
 GQ0381* NAVD 88     -      1785.8    (meters)    5859.     (feet)  VERTCON   
 GQ0381  ___________________________________________________________________
 GQ0381  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 GQ0381  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0381
 GQ0381  HORZ ORDER  -  THIRD
 GQ0381
 GQ0381.The horizontal coordinates were established by classical geodetic methods
 GQ0381.and adjusted by the National Geodetic Survey in August 1993..
 GQ0381
 GQ0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0381
 GQ0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0381
 GQ0381.The geoid height was determined by GEOID03.
 GQ0381
 GQ0381;                    North         East     Units Scale Factor Converg.
 GQ0381;SPC AZ W     -   588,506.136   227,083.035   MT  0.99993565   +0 05 25.7
 GQ0381;SPC AZ W     - 1,930,794.41    745,023.08   iFT  0.99993565   +0 05 25.7
 GQ0381;UTM  12      - 4,021,031.736   266,804.797   MT  1.00027007   -1 32 18.6
 GQ0381
 GQ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0381!SPC AZ W     -   0.99972362  x   0.99993565  =   0.99965929
 GQ0381!UTM  12      -   0.99972362  x   1.00027007  =   0.99999362
 GQ0381
 GQ0381|---------------------------------------------------------------------|
 GQ0381| PID    Reference Object                     Distance      Geod. Az  |
 GQ0381|                                                           dddmmss.s |
 GQ0381| CH2290 FLAT ROCK RM 1                       10.789 METERS 09801     |
 GQ0381| CH2291 FLAT ROCK RM 2                       12.814 METERS 17304     |
 GQ0381| CH2289 FLAT ROCK AZ MK                                    1841159.8 |
 GQ0381|---------------------------------------------------------------------|
 GQ0381
 GQ0381                          SUPERSEDED SURVEY CONTROL
 GQ0381
 GQ0381  NAD 83(1986)-  36 18 21.97869(N)    113 35 49.90413(W) AD(       ) 3
 GQ0381  NAD 27      -  36 18 22.04100(N)    113 35 47.10400(W) AD(       ) 3
 GQ0381  NGVD 29 (07/19/86) 1784.9    (m)         5856.     (f) VERT ANG       
 GQ0381
 GQ0381.Superseded values are not recommended for survey control.
 GQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0381.See file dsdata.txt to determine how the superseded data were derived.
 GQ0381
 GQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6680521032(NAD 83)
 GQ0381_MARKER: DS = TRIANGULATION STATION DISK
 GQ0381_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0381_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0381
 GQ0381  HISTORY     - Date     Condition        Report By
 GQ0381  HISTORY     - 1953     MONUMENTED       CGS
 GQ0381
 GQ0381                          STATION DESCRIPTION
 GQ0381
 GQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0381'THE STATION IS ON THE CREST OF AN OPEN, ROLLING RIDGE ABOUT 5
 GQ0381'MILES NORTH-NORTHWEST OF THE WARING RANCH, 17 MILES SOUTHWEST
 GQ0381'OF MT. TRUMBULL SCHOOL, 23 MILES EAST OF ARIZONAS NORTHERNMOST
 GQ0381'TIP OF LAKE MEAD, AND 54 MILES SOUTH OF ST. GEORGE, UTAH.
 GQ0381'
 GQ0381'THE STATION CAN BE REACHED FROM ST. GEORGE (UTAH) BY GOING EAST
 GQ0381'FROM THE POST OFFICE 0.7 MILE TO THE NORTHEAST CORNER OF A
 GQ0381'CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST FOR 2.1 MILES TO
 GQ0381'A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN RIVER.
 GQ0381'TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GQ0381'1.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1.4 MILES TO
 GQ0381'ANOTHER FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR
 GQ0381'23.5 MILES TO A CABIN AND CORRALS (WOLF HOLE) ON THE RIGHT.
 GQ0381'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A FORK.  TAKE THE
 GQ0381'LEFT FORK AND CONTINUE ON THE GRADED ROAD FOR 2.6 MILES TO A
 GQ0381'FORK.  KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD EAST AND
 GQ0381'SOUTHEAST FOR 15.6 MILES TO A FORK THAT IS 0.3 MILE PAST AN
 GQ0381'OLD HOME SITE AND CORRALS.  TAKE THE RIGHT FORK SOUTHWEST
 GQ0381'FOR 2.6 MILES TO A FORK.  AGAIN TAKE THE RIGHT FORK AND GO
 GQ0381'SOUTHWEST FOR 4.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0381'AND GO WEST AND SOUTHWEST FOR 10.6 MILES TO A FORK.  TAKE THE
 GQ0381'RIGHT FORK AND GO WEST AND SOUTH ON THE MAIN ROAD FOR 8.1
 GQ0381'MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 GQ0381'ON THE MAIN ROAD FOR 0.7 MILE TO A POINT WHERE THE ROAD
 GQ0381'REACHES THE CREST OF A RIDGE.  (TO REACH THE AZIMUTH MARK
 GQ0381'FROM THIS POINT CONTINUE ON THE MAIN ROAD SOUTHERLY FOR
 GQ0381'0.7 MILE TO THE MARK ON THE LEFT.) TURN LEFT AND DRIVE EAST
 GQ0381'ACROSS COUNTRY FOR 0.35 MILE TO THE STATION ON THE HIGHEST
 GQ0381'POINT IN THE VICINITY.
 GQ0381'
 GQ0381'THE STATION MARK, STAMPED FLAT ROCK 1953, IS A STANDARD DISK
 GQ0381'THAT IS SET IN A DRILL HOLE IN FLAT BEDROCK WHICH IS FLUSH WITH
 GQ0381'THE SURFACE OF THE GROUND.  IT IS MARKED BY A WITNESS POST 5
 GQ0381'FEET TO THE NORTHEAST.
 GQ0381'
 GQ0381'REFERENCE MARK 1, STAMPED FLAT ROCK NO 1 1953, IS A STANDARD
 GQ0381'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 GQ0381'THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0381'STATION.
 GQ0381'
 GQ0381'REFERENCE MARK 2, STAMPED FLAT ROCK NO 2 1953, IS A STANDARD
 GQ0381'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 GQ0381'WITH THE SURROUNDING SURFACE.  IT IS APPROXIMATELY THE SAME
 GQ0381'ELEVATION AS THE STATION.
 GQ0381'
 GQ0381'THE AZIMUTH MARK, STAMPED FLAT ROCK 1953, IS A STANDARD DISK
 GQ0381'THAT IS SET IN A DRILL HOLE IN A LARGE FLAT OUTCROP OF BEDROCK
 GQ0381'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 60
 GQ0381'YARDS NORTH OF THE CREST OF THE RIDGE AND 30 FEET EAST OF THE
 GQ0381'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0905 ***********************************************************************
 EU0905  DESIGNATION -  FLAT TOP
 EU0905  PID         -  EU0905
 EU0905  STATE/COUNTY-  AZ/MOHAVE
 EU0905  USGS QUAD   -  YUCCA SE (1970)
 EU0905
 EU0905                         *CURRENT SURVEY CONTROL
 EU0905  ___________________________________________________________________
 EU0905* NAD 83(1992)-  34 47 29.26864(N)    114 01 52.37369(W)     ADJUSTED  
 EU0905* NAVD 88     -       888.63   (+/-2cm)    2915.4    (feet)  VERTCON   
 EU0905  ___________________________________________________________________
 EU0905  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 EU0905  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EU0905
 EU0905  HORZ ORDER  -  FIRST
 EU0905  VERT ORDER  -  THIRD ? (See Below)
 EU0905
 EU0905.The horizontal coordinates were established by classical geodetic methods
 EU0905.and adjusted by the National Geodetic Survey in August 1993..
 EU0905
 EU0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0905.The vertical order pertains to the NGVD 29 superseded value.
 EU0905
 EU0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0905
 EU0905.The geoid height was determined by GEOID03.
 EU0905
 EU0905;                    North         East     Units Scale Factor Converg.
 EU0905;SPC AZ W     -   420,491.822   187,625.125   MT  0.99994149   -0 09 37.7
 EU0905;SPC AZ W     - 1,379,566.35    615,568.00   iFT  0.99994149   -0 09 37.7
 EU0905;UTM  11      - 3,853,935.161   771,634.792   MT  1.00050952   +1 41 42.0
 EU0905;UTM  12      - 3,854,106.031   222,651.215   MT  1.00054819   -1 43 50.5
 EU0905
 EU0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0905!SPC AZ W     -   0.99986517  x   0.99994149  =   0.99980667
 EU0905!UTM  11      -   0.99986517  x   1.00050952  =   1.00037462
 EU0905!UTM  12      -   0.99986517  x   1.00054819  =   1.00041329
 EU0905
 EU0905|---------------------------------------------------------------------|
 EU0905| PID    Reference Object                     Distance      Geod. Az  |
 EU0905|                                                           dddmmss.s |
 EU0905| CC4781 FLAT TOP RM 1                         6.618 METERS 07209     |
 EU0905| CC4782 FLAT TOP RM 2                         6.203 METERS 18555     |
 EU0905| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX. 8.5 KM 2704920.8 |
 EU0905| EU0908 YUCCA RAILROAD WATER TANK           APPROX.14.6 KM 3092552.0 |
 EU0905| EU0913 YUCCA AIRPORT WATER TANK            APPROX.13.5 KM 3171019.8 |
 EU0905| EU0022 E 11                                               3573026.0 |
 EU0905|---------------------------------------------------------------------|
 EU0905
 EU0905                          SUPERSEDED SURVEY CONTROL
 EU0905
 EU0905  NAD 83(1986)-  34 47 29.26915(N)    114 01 52.38203(W) AD(       ) 1
 EU0905  NAD 27      -  34 47 29.24300(N)    114 01 49.57000(W) AD(       ) 1
 EU0905  NGVD 29 (07/19/86)  887.87   (m)         2913.0    (f) LEVELING    3  
 EU0905
 EU0905.Superseded values are not recommended for survey control.
 EU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0905.See file dsdata.txt to determine how the superseded data were derived.
 EU0905
 EU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7163553935(NAD 83)
 EU0905_MARKER: DS = TRIANGULATION STATION DISK
 EU0905_SETTING: 80 = SET IN A BOULDER
 EU0905_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0905
 EU0905  HISTORY     - Date     Condition        Report By
 EU0905  HISTORY     - 1945     MONUMENTED       CGS
 EU0905  HISTORY     - 1948     GOOD             CGS
 EU0905  HISTORY     - 1961     GOOD             AMS
 EU0905
 EU0905                          STATION DESCRIPTION
 EU0905
 EU0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0905'STATION IS ABOUT 9 MILES SE OF YUCCA, ON A FLAT-TOPPED HILL LOCALLY
 EU0905'KNOWN AS FLAT TOP.  IT IS THE FIRST HILL ON THE RIGHT SIDE OF THE
 EU0905'YUCCA-SIGNAL ROAD WHEN GOING FROM YUCCA TOWARD SIGNAL.
 EU0905'
 EU0905'STATION MARK IS A BRONZE STATION DISK SET IN A LARGE FLAT BOULDER
 EU0905'AND IS STAMPED FLAT TOP 1945.
 EU0905'
 EU0905'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0905'ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED FLAT
 EU0905'TOP NO 1 1945.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN
 EU0905'STATION MARK.
 EU0905'
 EU0905'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A LARGE BOULDER
 EU0905'ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED FLAT
 EU0905'TOP NO 2 1945.  IT IS ALONG THE EDGE OF CLIFFS AND AT ABOUT THE
 EU0905'SAME ELEVATION AS STATION MARK.
 EU0905'
 EU0905'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE POST
 EU0905'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED E 11
 EU0905'1927. IT IS 2 FEET NW OF A WHITE WITNESS POST.
 EU0905'
 EU0905'TO REACH STATION FROM THE YUCCA POST OFFICE, FOLLOW THE SIGNAL
 EU0905'ROAD FOR 2.6 MILES TO A FORK, KEEP RIGHT ON SIGNAL ROAD AND
 EU0905'CONTINUE FOR 5.8 MILES TO TO U.S.C. AND G.S. B.M. E 11 WHICH IS
 EU0905'24 FEET TO THE RIGHT OF THE ROAD AND IS THE AZIMUTH MARK FOR THE
 EU0905'STATION.  CONTINUE ON THE SIGNAL ROAD FOR 0.5 MILE AROUND TO THE
 EU0905'E OF THE HILL, TURN RIGHT ACROSS COUNTRY AND CONTINUE TO THE
 EU0905'BASE OF THE HILL AND END OF TRUCK TRAVEL.  PACK W TO THE TOP OF
 EU0905'THE HILL AND CONTINUE W ACROSS THE FLAT TOP TO THE W EDGE
 EU0905'WHERE THE TOP BREAKS OFF TO SHARP CLIFFS AND LARGE BOULDERS FORM
 EU0905'THE EDGE.  THE STATION IS ON THE LARGEST FLAT BOULDER AND IS
 EU0905'10 FEET E OF THE W EDGE AND ON THE HIGHEST POINT.
 EU0905
 EU0905                          STATION RECOVERY (1948)
 EU0905
 EU0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0905'ALL MARKS ARE IN GOOD CONDITION.
 EU0905'
 EU0905'THE STATION IS ABOUT 9 MILES SOUTHEAST OF YUCCA, ON A FLAT-TOPPED
 EU0905'HILL LOCALLY KNOWN AS FLAT TOP.  IT IS ON THE FIRST HILL ON THE
 EU0905'RIGHT (WEST) SIDE OF THE ROAD TO SIGNAL.
 EU0905'
 EU0905'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY ON BLADED ROAD
 EU0905'TOWARDS SIGNAL FOR 2.7 MILES TO A FORK.  KEEP STRAIGHT AHEAD ON
 EU0905'RIGHT ROAD FOR 5.8 MILES TO BENCH MARK E 11 (AZIMUTH MARK) ON THE
 EU0905'RIGHT.  CONTINUE AHEAD ON BLADED ROAD FOR 0.5 MILE TO A POINT
 EU0905'JUST EAST OF THE HILL.  TURN RIGHT OFF ROAD AND CONTINUE ACROSS
 EU0905'COUNTRY FOR ABOUT 0.2 MILE TO FOOT OF HILL AND THE END OF TRUCK
 EU0905'TRAVEL.  PACK UP EAST SIDE TO THE SUMMIT THEN ACROSS FLAT TOP
 EU0905'TO THE WEST EDGE, HIGHEST POINT OF HILL AND STATION.  ABOUT 1/4
 EU0905'HOUR PACK.
 EU0905'
 EU0905'THE STATION IS A STANDARD BRONZE DISK SET IN A LARGE FLAT BOULDER
 EU0905'ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED FLAT TOP 1945.
 EU0905'
 EU0905'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0905'LARGE BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT 1-1/2 FEET
 EU0905'LOWER THAN THE STATION.  IT IS STAMPED FLAT TOP NO 1 1945.
 EU0905'
 EU0905'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0905'LARGE BOULDER ABOUT FLUSH WITH SURROUNDING BOULDERS, AND IS ABOUT
 EU0905'6 INCHES LOWER THAN THE STATION.  IT IS STAMPED FLAT TOP NO 2 1945.
 EU0905'
 EU0905'BENCH MARK E 11 1927 (AZIMUTH MARK) IS A STANDARD BRONZE U.S.
 EU0905'COAST AND GEODETIC SURVEY BENCH MARK SET IN A CONCRETE POST
 EU0905'PROJECTING ABOUT 2 INCHES, 24 FEET WEST OF ROAD, 2 FEET NORTHWEST
 EU0905'OF A WHITE POST.  IT IS STAMPED E 11 1927.
 EU0905
 EU0905                          STATION RECOVERY (1961)
 EU0905
 EU0905'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0905'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0373 ***********************************************************************
 CF0373  DESIGNATION -  FLAT TOP
 CF0373  PID         -  CF0373
 CF0373  STATE/COUNTY-  AZ/COCHISE
 CF0373  USGS QUAD   -  SQUARETOP HILLS EAST (1986)
 CF0373
 CF0373                         *CURRENT SURVEY CONTROL
 CF0373  ___________________________________________________________________
 CF0373* NAD 83(1992)-  31 48 42.67777(N)    109 36 10.74746(W)     ADJUSTED  
 CF0373* NAVD 88     -      1676.8    (meters)    5501.     (feet)  VERTCON   
 CF0373  ___________________________________________________________________
 CF0373  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CF0373  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CF0373
 CF0373  HORZ ORDER  -  SECOND
 CF0373
 CF0373.The horizontal coordinates were established by classical geodetic methods
 CF0373.and adjusted by the National Geodetic Survey in August 1993..
 CF0373
 CF0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0373
 CF0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0373
 CF0373.The geoid height was determined by GEOID03.
 CF0373
 CF0373;                    North         East     Units Scale Factor Converg.
 CF0373;SPC AZ E     -    90,144.997   266,727.540   MT  0.99993511   +0 17 49.7
 CF0373;SPC AZ E     -   295,751.30    875,090.35   iFT  0.99993511   +0 17 49.7
 CF0373;UTM  12      - 3,520,431.409   632,230.104   MT  0.99981564   +0 44 11.5
 CF0373
 CF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0373!SPC AZ E     -   0.99974101  x   0.99993511  =   0.99967613
 CF0373!UTM  12      -   0.99974101  x   0.99981564  =   0.99955670
 CF0373
 CF0373|---------------------------------------------------------------------|
 CF0373| PID    Reference Object                     Distance      Geod. Az  |
 CF0373|                                                           dddmmss.s |
 CF0373| CS5401 FLAT TOP RM 1                         5.521 METERS 06921     |
 CF0373| CS7401 FLAT TOP CHISELED X                   4.110 METERS 30743     |
 CF0373| CS5402 FLAT TOP RM 2                         6.102 METERS 34709     |
 CF0373| CS7402 FLAT TOP VABM 5492                    6.130 METERS 35636     |
 CF0373|---------------------------------------------------------------------|
 CF0373
 CF0373                          SUPERSEDED SURVEY CONTROL
 CF0373
 CF0373  NAD 83(1986)-  31 48 42.67527(N)    109 36 10.73998(W) AD(       ) 2
 CF0373  NGVD 29 (03/13/91) 1676.0    (m)         5499.     (f) VERT ANG       
 CF0373
 CF0373.Superseded values are not recommended for survey control.
 CF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0373.See file dsdata.txt to determine how the superseded data were derived.
 CF0373
 CF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA3223020431(NAD 83)
 CF0373_MARKER: DS = TRIANGULATION STATION DISK
 CF0373_SETTING: 66 = SET IN ROCK OUTCROP
 CF0373_SP_SET: SET IN ROCK OUTCROP
 CF0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0373+STABILITY: POSITION/ELEVATION WELL
 CF0373
 CF0373  HISTORY     - Date     Condition        Report By
 CF0373  HISTORY     - 1936     MONUMENTED       USFS
 CF0373  HISTORY     - 1957     GOOD             USGS
 CF0373  HISTORY     - 1982     GOOD             AZDT
 CF0373
 CF0373                          STATION DESCRIPTION
 CF0373
 CF0373'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0373'LOCATED ABOUT 10.0 MI NE. OF ELFRIDA.  ON HIGH FLAT-TOPPED BUTTE.
 CF0373'
 CF0373'TO REACH FROM ELFRIDA POST OFFICE, DRIVE N. ALONG U.S. HWY. 666
 CF0373'4.8 MI TO RD. X-ING. TURN RIGHT 7.0 MI TO CATTLEGUARD AND TURN
 CF0373'LEFT ALONG FENCE LINE 1.0 MI TO GATE, GO THROUGH GATE AND TURN LEFT
 CF0373'ON OLD TRAIL 0.8 MI TO TRAIL LEFT.  TURN LEFT 0.1 MI ACROSS
 CF0373'DRAIN TO OLD RD.  TURN RIGHT ON OLD RD. 0.3 MI. TO OPEN ROCKY
 CF0373'FAN AND TRACKS LEFT.  TURN LEFT ON TRACKS 0.4 MI TO BASE OF BUTTE.
 CF0373'LEAVE TRUCK AND PACK W. TO TOP AND STATION.  ABOUT A
 CF0373'45-MINUTE PACK.
 CF0373'
 CF0373'STATION MARK IS A USFS TABLET STAMPED---FLAT TOP 1936---,
 CF0373'CEMENTED IN BOULDER.
 CF0373'
 CF0373'RM 1 IS A STANDARD RM TABLET STAMPED---FLAT TOP 1 1957---.
 CF0373'
 CF0373'RM 2 IS A STANDARD ALUMINUM BM TABLET STAMPED---5492---.
 CF0373'(RM TO USGS STATION SQUARE TOP 1906.
 CF0373'
 CF0373'RM 3 CHISELED CROSS ON SOLID ROCK.  (MAY BE STATION SQUARE TOP
 CF0373'1906.)
 CF0373
 CF0373                          STATION RECOVERY (1982)
 CF0373
 CF0373'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0373'THE STATION IS LOCATED ABOUT 10 AIRLINE MILES NORTHWEST OF ELFIDA,
 CF0373'ARIZONA, ON A HIGH FLAT TOPPED BUTTE.
 CF0373'
 CF0373'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958.
 CF0373'REFERENCE MARK NO 2 IS A USGS BM ALUMINUM TABLET STAMPED---5492---.
 CF0373'EXCEPT FOR THE FIRST ROAD CROSSING WHICH IS NOW CALLED RUCKER CANYON
 CF0373'ROAD, THE DESCRIPTION TO REACH THE STATION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1944 ***********************************************************************
 DV1944  DESIGNATION -  FLAT TOPPED BU 18 MI NW HORN
 DV1944  PID         -  DV1944
 DV1944  STATE/COUNTY-  AZ/YUMA
 DV1944  USGS QUAD   -  PALOMAS MOUNTAINS NE (1990)
 DV1944
 DV1944                         *CURRENT SURVEY CONTROL
 DV1944  ___________________________________________________________________
 DV1944* NAD 83(1992)-  33 07 51.60037(N)    113 37 07.00885(W)     ADJUSTED  
 DV1944* NAVD 88     -                                                        
 DV1944  ___________________________________________________________________
 DV1944  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DV1944  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DV1944
 DV1944  HORZ ORDER  -  THIRD
 DV1944
 DV1944.The horizontal coordinates were established by classical geodetic methods
 DV1944.and adjusted by the National Geodetic Survey in August 1993..
 DV1944
 DV1944
 DV1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1944
 DV1944.The geoid height was determined by GEOID03.
 DV1944
 DV1944;                    North         East     Units Scale Factor Converg.
 DV1944;SPC AZ W     -   236,294.297   225,619.494   MT  0.99993519   +0 04 18.5
 DV1944;SPC AZ W     -   775,243.76    740,221.44   iFT  0.99993519   +0 04 18.5
 DV1944;UTM  12      - 3,668,862.213   255,707.666   MT  1.00033588   -1 25 54.9
 DV1944
 DV1944                          SUPERSEDED SURVEY CONTROL
 DV1944
 DV1944  NAD 83(1986)-  33 07 51.59384(N)    113 37 07.01453(W) AD(       ) 4
 DV1944  NAD 27      -  33 07 51.43000(N)    113 37 04.32000(W) AD(       ) 3
 DV1944
 DV1944.Superseded values are not recommended for survey control.
 DV1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1944.See file dsdata.txt to determine how the superseded data were derived.
 DV1944
 DV1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5570868862(NAD 83)
 DV1944
 DV1944  HISTORY     - Date     Condition        Report By
 DV1944  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1944
 DV1944                          STATION DESCRIPTION
 DV1944
 DV1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1944'LOCATED ABOUT 18 MILES NORTHWEST OF HORN (A RAILROAD STATION
 DV1944'AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1944'
 DV1944'THE LOW BUTTE SITS ALONG IN THE VALLEY AND IS READILY IDENTIFIED
 DV1944'BY ITS FLAT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1834 ***********************************************************************
 CZ1834  DESIGNATION -  FLATO
 CZ1834  PID         -  CZ1834
 CZ1834  STATE/COUNTY-  AZ/PIMA
 CZ1834  USGS QUAD   -  TUCSON SW (1992)
 CZ1834
 CZ1834                         *CURRENT SURVEY CONTROL
 CZ1834  ___________________________________________________________________
 CZ1834* NAD 83(1992)-  32 02 49.17423(N)    110 54 53.86887(W)     ADJUSTED  
 CZ1834* NAVD 88     -       831.8    (meters)    2729.     (feet)  GPS OBS   
 CZ1834  ___________________________________________________________________
 CZ1834  X           -  -1,931,977.527 (meters)                     COMP
 CZ1834  Y           -  -5,055,386.984 (meters)                     COMP
 CZ1834  Z           -   3,365,275.133 (meters)                     COMP
 CZ1834  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CZ1834  ELLIP HEIGHT-         802.34  (meters)          (06/11/02) GPS OBS
 CZ1834  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1834
 CZ1834  HORZ ORDER  -  FIRST
 CZ1834  ELLP ORDER  -  FOURTH    CLASS II
 CZ1834
 CZ1834.The horizontal coordinates were established by classical geodetic methods
 CZ1834.and adjusted by the National Geodetic Survey in August 1993..
 CZ1834
 CZ1834.The orthometric height was determined by GPS observations and a
 CZ1834.high-resolution geoid model.
 CZ1834
 CZ1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1834
 CZ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1834
 CZ1834.The ellipsoidal height was determined by GPS observations
 CZ1834.and is referenced to NAD 83.
 CZ1834
 CZ1834.The geoid height was determined by GEOID03.
 CZ1834
 CZ1834;                    North         East     Units Scale Factor Converg.
 CZ1834;SPC AZ C     -   116,516.218   307,958.425   MT  1.00001033   +0 31 53.6
 CZ1834;SPC AZ C     -   382,271.06  1,010,362.29   iFT  1.00001033   +0 31 53.6
 CZ1834;UTM  12      - 3,545,647.676   508,028.047   MT  0.99960079   +0 02 42.4
 CZ1834
 CZ1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1834!SPC AZ C     -   0.99987403  x   1.00001033  =   0.99988436
 CZ1834!UTM  12      -   0.99987403  x   0.99960079  =   0.99947488
 CZ1834
 CZ1834|---------------------------------------------------------------------|
 CZ1834| PID    Reference Object                     Distance      Geod. Az  |
 CZ1834|                                                           dddmmss.s |
 CZ1834| CC7394 FLATO RM 1                           22.320 METERS 05647     |
 CZ1834| CC7395 FLATO RM 2                           19.995 METERS 15329     |
 CZ1834| CC7393 FLATO AZ MK                                        2941118.2 |
 CZ1834|---------------------------------------------------------------------|
 CZ1834
 CZ1834                          SUPERSEDED SURVEY CONTROL
 CZ1834
 CZ1834  ELLIP H (08/23/93)  802.44   (m)                       GP(       ) 4 2
 CZ1834  NAD 83(1986)-  32 02 49.17109(N)    110 54 53.86455(W) AD(       ) 1
 CZ1834  NAD 27      -  32 02 48.88400(N)    110 54 51.54100(W) AD(       ) 1
 CZ1834  NGVD 29 (07/19/86)  831.     (m)         2726.     (f) VERT ANG       
 CZ1834
 CZ1834.Superseded values are not recommended for survey control.
 CZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1834.See file dsdata.txt to determine how the superseded data were derived.
 CZ1834
 CZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0802845648(NAD 83)
 CZ1834_MARKER: DD = SURVEY DISK
 CZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1834_SP_SET: CONCRETE POST
 CZ1834_STAMPING: FLATO 1935
 CZ1834_MARK LOGO: CGS   
 CZ1834_PROJECTION: FLUSH
 CZ1834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1834+STABILITY: SURFACE MOTION
 CZ1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1834+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 CZ1834
 CZ1834  HISTORY     - Date     Condition        Report By
 CZ1834  HISTORY     - 1935     MONUMENTED       CGS
 CZ1834  HISTORY     - 1935     GOOD             CGS
 CZ1834  HISTORY     - 1935     GOOD             CGS
 CZ1834  HISTORY     - 1976     GOOD             NGS
 CZ1834  HISTORY     - 1987     GOOD             AZDT
 CZ1834  HISTORY     - 19901218 GOOD             PIMACO
 CZ1834  HISTORY     - 19910115 GOOD
 CZ1834
 CZ1834                          STATION DESCRIPTION
 CZ1834
 CZ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1834'STATION IS LOCATED ON A RATHER LOW GRAVEL RIDGE ABOUT 10
 CZ1834'MILES SOUTH OF TUCSON.
 CZ1834'
 CZ1834'TO REACH FROM TUCSON GO SOUTH ON U.S. HIGHWAY 89 FOR ABOUT
 CZ1834'8.4 MILES TO A WIDE DIP IN THE HIGHWAY, A PAVED STRIP LEADS
 CZ1834'TO THE LEFT ON THE NORTH SIDE OF THE DIP, FOLLOW THIS AND
 CZ1834'CROSS THE TRACKS, STAY ON THE MAIN ROAD GOING 1.6 MILES,
 CZ1834'ON THE TOP OF THE RIDGE TURN LEFT ON THE WELL-TRAVELED ROAD
 CZ1834'AND GO 2.2 MILES, WHERE THE STATION WILL BE FOUND ON THE RIGHT
 CZ1834'SIDE OF THE ROAD ABOUT 10 PACES FROM THE CENTER.
 CZ1834'
 CZ1834'AZIMUTH MARK WILL BE FOUND ABOUT 0.3 MILE EAST ALONG THE
 CZ1834'ROAD ON THE NORTH SIDE.
 CZ1834
 CZ1834                          STATION RECOVERY (1935)
 CZ1834
 CZ1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1834'ABOUT 13 MILES SOUTH OF TUCSON.
 CZ1834'
 CZ1834'TO REACH FROM TUCSON GO SOUTH TO JUNCTION OF U.S. 80 AND
 CZ1834'89 FOR 7.1 MILES, TURN LEFT ACROSS RAILROAD TRACKS, THEN KEEP
 CZ1834'RIGHT FORK ON MAIN-TRAVELED ROAD AND GO 1.6 MILES, TAKE LEFT
 CZ1834'ROAD (ROAD ALONG RIDGE) FOR 2.0 MILES TO STATION.
 CZ1834'
 CZ1834'AZIMUTH MARK IS 0.2 MILE WEST OF STATION ON RIGHT SIDE OF ROAD.
 CZ1834'
 CZ1834'A 20-FOOT STAND USED.
 CZ1834
 CZ1834                          STATION RECOVERY (1935)
 CZ1834
 CZ1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1834'RECOVERED IN GOOD CONDITION.
 CZ1834
 CZ1834                          STATION RECOVERY (1976)
 CZ1834
 CZ1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RM)
 CZ1834'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 CZ1834'GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 CZ1834'
 CZ1834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND U.S.
 CZ1834'HIGHWAY 89 IN SOUTH TUCSON, GO SOUTH ON HIGHWAY 89 FOR 7.2 MILES
 CZ1834'TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON OLD
 CZ1834'NOGALES HIGHWAY 1.0 MILE TO END OF PAVEMENT.  CONTINUE SOUTHEAST
 CZ1834'ON GRAVEL ROAD 0.5 MILE TO A TRACK ROAD LEFT AT SUMMIT OF LOW
 CZ1834'RIDGE.  TURN LEFT AND GO EAST ON TRACK ROAD 0.3 MILE TO GATE
 CZ1834'AND FENCE.  PASS THROUGH AND CONTINUE EAST 1.1 MILE TO
 CZ1834'POWERLINE AND CROSSROAD.  CONTINUE STRAIGHT AHEAD EAST ON THE
 CZ1834'TRACK ROAD 0.7 MILE TO THE STATION ON THE RIGHT, 55.0 FEET
 CZ1834'SOUTH OF THE CENTER OF TRACK ROAD.
 CZ1834'
 CZ1834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES S OF
 CZ1834'TUCSON.
 CZ1834
 CZ1834                          STATION RECOVERY (1987)
 CZ1834
 CZ1834'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CZ1834'THE STATION, REFERENCE MARKS AND THE AZ1MUTH MARK WERE RECOVERED AS
 CZ1834'DESCRIBED IN THE ORIGIONAL DESCRIPTION.  DUE TO ROAD CHANGES A NEW
 CZ1834'ROUTE TO THE STATION FOLLOWS.
 CZ1834'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND 6TH AVENUE EXIT IN
 CZ1834'TUCSON.  TRAVEL SOUTH ALONG 6TH AVENUE WHICH IS NOGALES HIGHWAY FOR
 CZ1834'6.8 MILES TO HUGHES ACCESS ROAD, CONTINUE SOUTH ALONG NOGALES HIGHWAY
 CZ1834'FOR 0.95 MILE TO A PAVED ROAD LEFT.  BEAR LEFT ALONG THE OLD HIGHWAY
 CZ1834'FOR 1.0 MILE TO THE END OF PAVEMENT, CONTINUE SOUTHEAST FOR 1.15 MILES
 CZ1834'TO A WIRE GATE ON THE LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT, PASS
 CZ1834'THROUGH THE GATE AND TRAVEL NORTHEAST ALONG THE TRACK ROAD FOR 0.6
 CZ1834'MILE TO AN OFFSET T ROAD.  BEAR RIGHT AND TRAVEL EAST 0.2 MILE TO A
 CZ1834'GATE.  PASS THROUGH GATE AND CONTINUE EAST ALONG THE DIRT ROAD FOR
 CZ1834'0.55 MILE TO A CROSS ROAD AND A POWER LINE, CONTINUE AHEAD EAST FOR
 CZ1834'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.2 MILE
 CZ1834'TO THE STATION ON THE RIGHT.
 CZ1834
 CZ1834                          STATION RECOVERY (1990)
 CZ1834
 CZ1834'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CZ1834'RECOVERED IN GOOD CONDITION.
 CZ1834
 CZ1834                          STATION RECOVERY (1991)
 CZ1834
 CZ1834'RECOVERED 1991
 CZ1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0546 ***********************************************************************
 ER0546  DESIGNATION -  FLATTOP
 ER0546  PID         -  ER0546
 ER0546  STATE/COUNTY-  AZ/APACHE
 ER0546  USGS QUAD   -  AGATE HOUSE (1982)
 ER0546
 ER0546                         *CURRENT SURVEY CONTROL
 ER0546  ___________________________________________________________________
 ER0546* NAD 83(1992)-  34 49 24.53661(N)    109 49 13.66822(W)     ADJUSTED  
 ER0546* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 ER0546  ___________________________________________________________________
 ER0546  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 ER0546  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ER0546
 ER0546  HORZ ORDER  -  SECOND
 ER0546
 ER0546.The horizontal coordinates were established by classical geodetic methods
 ER0546.and adjusted by the National Geodetic Survey in August 1993..
 ER0546
 ER0546.The orthometric height was scaled from a topographic map.
 ER0546
 ER0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0546
 ER0546.The geoid height was determined by GEOID03.
 ER0546
 ER0546;                    North         East     Units Scale Factor Converg.
 ER0546;SPC AZ E     -   424,048.132   245,028.883   MT  0.99991236   +0 11 51.7
 ER0546;SPC AZ E     - 1,391,234.03    803,900.53   iFT  0.99991236   +0 11 51.7
 ER0546;UTM  12      - 3,854,102.324   607,867.973   MT  0.99974341   +0 40 25.1
 ER0546
 ER0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0546!SPC AZ E     -   0.99972367  x   0.99991236  =   0.99963606
 ER0546!UTM  12      -   0.99972367  x   0.99974341  =   0.99946715
 ER0546
 ER0546|---------------------------------------------------------------------|
 ER0546| PID    Reference Object                     Distance      Geod. Az  |
 ER0546|                                                           dddmmss.s |
 ER0546| CD2891 FLATTOP RM 2                         15.811 METERS 07413     |
 ER0546| CD2889 FLATTOP AZ MK                                      3375006.5 |
 ER0546| CD2890 FLATTOP RM 1                          8.475 METERS 35304     |
 ER0546|---------------------------------------------------------------------|
 ER0546
 ER0546                          SUPERSEDED SURVEY CONTROL
 ER0546
 ER0546  NAD 83(1986)-  34 49 24.52958(N)    109 49 13.67010(W) AD(       ) 2
 ER0546  NAD 27      -  34 49 24.43500(N)    109 49 11.25200(W) AD(       ) 2
 ER0546
 ER0546.Superseded values are not recommended for survey control.
 ER0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0546.See file dsdata.txt to determine how the superseded data were derived.
 ER0546
 ER0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0786854102(NAD 83)
 ER0546_MARKER: DS = TRIANGULATION STATION DISK
 ER0546_SETTING: 66 = SET IN ROCK OUTCROP
 ER0546
 ER0546  HISTORY     - Date     Condition        Report By
 ER0546  HISTORY     - 1936     MONUMENTED       USGS
 ER0546  HISTORY     - 1959     GOOD             CGS
 ER0546
 ER0546                          STATION DESCRIPTION
 ER0546
 ER0546'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 ER0546'STATION IS LOCATED ABOUT 18 MILES EAST AND 6 MILES SOUTH OF
 ER0546'HOLBROOK, IN THE PETRIFIED FOREST NATIONAL MONUMENT AND 2-1/2
 ER0546'MILES EASTERLY FROM THE HEADQUARTERS, ABOUT 3 MILES NORTHEAST
 ER0546'OF U.S. HIGHWAY 260, ABOUT 1/2 MILE SOUTHEAST OF A SUMMIT ON
 ER0546'THE MAIN SURFACED ROAD THROUGH THE PARK AND ON THE SOUTHERLY
 ER0546'AND HIGHEST OF SEVERAL SMALL MESAS KNOWN AS FLATTOPS.  THE MARK
 ER0546'IS ABOUT 120 FEET NORTH OF THE SOUTHERN TIP OF THE MESA, ABOUT
 ER0546'10 FEET EAST OF THE RIM ROCK ON WEST SIDE, AND ON THE HIGHEST
 ER0546'POINT.  STATION MARK, IS FLUSH.  THERE IS NO
 ER0546'UNDERGROUND MARK.
 ER0546'
 ER0546'BOTH REFERENCE MARKS, ARE SET IN ROCK OUTCROPS WHICH
 ER0546'PROJECT SEVERAL INCHES ABOVE GROUND LEVEL.
 ER0546'
 ER0546'THE AZIMUTH MARK, IS ABOUT 1/2 MILE NORTHWEST OF THE
 ER0546'STATION, ABOUT 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 ER0546'SURFACED ROAD AT A POINT ABOUT 10 FEET NORTHEAST OF A SIGN SUMMIT
 ER0546'5700 AND FLATTOPS.
 ER0546'
 ER0546'TO REACH FROM HOLBROOK GO SOUTHEASTERLY ON U.S. HIGHWAY 260
 ER0546'FROM JUNCTION WITH U.S. HIGHWAY 66 FOR 18.6 MILES TO CHECKING
 ER0546'STATION.  THENCE LEFT AND EAST TO PARK HEADQUARTERS 0.4 MILE.
 ER0546'TURN RIGHT AND CROSS LOW BRIDGE AND COME TO FORKS AT 0.2 MILE.
 ER0546'TAKE LEFT FORK AND CONTINUE 2.5 MILES TO SUMMIT AND AZIMUTH
 ER0546'MARK.  A 15-MINUTE PACK.
 ER0546
 ER0546                          STATION RECOVERY (1959)
 ER0546
 ER0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0546'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 ER0546'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0818 ***********************************************************************
 ET0818  DESIGNATION -  FLATTY
 ET0818  PID         -  ET0818
 ET0818  STATE/COUNTY-  AZ/MOHAVE
 ET0818  USGS QUAD   -  BEECHER CANYON (1967)
 ET0818
 ET0818                         *CURRENT SURVEY CONTROL
 ET0818  ___________________________________________________________________
 ET0818* NAD 83(1992)-  34 38 28.19597(N)    113 51 27.91325(W)     ADJUSTED  
 ET0818* NAVD 88     -       926.483  (meters)    3039.64   (feet)  ADJUSTED  
 ET0818  ___________________________________________________________________
 ET0818  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 ET0818  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0818  DYNAMIC HT  -         925.376 (meters)    3036.00  (feet)  COMP
 ET0818  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 ET0818
 ET0818  HORZ ORDER  -  FIRST
 ET0818  VERT ORDER  -  FIRST     CLASS II
 ET0818
 ET0818.The horizontal coordinates were established by classical geodetic methods
 ET0818.and adjusted by the National Geodetic Survey in August 1993..
 ET0818
 ET0818.The orthometric height was determined by differential leveling
 ET0818.and adjusted by the National Geodetic Survey in June 1991..
 ET0818
 ET0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0818
 ET0818.The geoid height was determined by GEOID03.
 ET0818
 ET0818.The dynamic height is computed by dividing the NAVD 88
 ET0818.geopotential number by the normal gravity value computed on the
 ET0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0818.degrees latitude (g = 980.6199 gals.).
 ET0818
 ET0818.The modeled gravity was interpolated from observed gravity values.
 ET0818
 ET0818;                    North         East     Units Scale Factor Converg.
 ET0818;SPC AZ W     -   403,788.815   203,481.272   MT  0.99993454   -0 03 40.5
 ET0818;SPC AZ W     - 1,324,766.45    667,589.48   iFT  0.99993454   -0 03 40.5
 ET0818;UTM  12      - 3,836,966.045   238,053.226   MT  1.00044582   -1 37 31.3
 ET0818
 ET0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0818!SPC AZ W     -   0.99985920  x   0.99993454  =   0.99979375
 ET0818!UTM  12      -   0.99985920  x   1.00044582  =   1.00030496
 ET0818
 ET0818|---------------------------------------------------------------------|
 ET0818| PID    Reference Object                     Distance      Geod. Az  |
 ET0818|                                                           dddmmss.s |
 ET0818| ET0817 FLATTY RM 1                          14.354 METERS 19539     |
 ET0818| CH2294 FLATTY RM 2                           6.773 METERS 27326     |
 ET0818| CH2293 FLATTY AZ MK                                       3292605.7 |
 ET0818|---------------------------------------------------------------------|
 ET0818
 ET0818                          SUPERSEDED SURVEY CONTROL
 ET0818
 ET0818  NAD 83(1986)-  34 38 28.19669(N)    113 51 27.92246(W) AD(       ) 1
 ET0818  NAD 27      -  34 38 28.15800(N)    113 51 25.13600(W) AD(       ) 1
 ET0818  NGVD 29 (07/19/86)  923.5    (m)         3030.     (f) VERT ANG       
 ET0818
 ET0818.Superseded values are not recommended for survey control.
 ET0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0818.See file dsdata.txt to determine how the superseded data were derived.
 ET0818
 ET0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3805336966(NAD 83)
 ET0818_MARKER: DS = TRIANGULATION STATION DISK
 ET0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0818_SP_SET: CONCRETE POST
 ET0818_STAMPING: FLATTY 1945
 ET0818_MARK LOGO: CGS   
 ET0818_PROJECTION: PROJECTING 30 CENTIMETERS
 ET0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0818+STABILITY: SURFACE MOTION
 ET0818
 ET0818  HISTORY     - Date     Condition        Report By
 ET0818  HISTORY     - 1945     MONUMENTED       CGS
 ET0818  HISTORY     - 1981     GOOD             NGS
 ET0818
 ET0818                          STATION DESCRIPTION
 ET0818
 ET0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET0818'STATION IS LOCATED ABOUT 24 MILES (BY ROAD) SE OF YUCCA, ABOUT
 ET0818'20 MILES NW OF SIGNAL, ABOUT 15 MILES (AIR LINE) WSW OF WIKIEUP,
 ET0818'IN FLAT DESERT LAND ON THE S SIDE OF THE YUCCA-SIGNAL ROAD.
 ET0818'
 ET0818'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0818'PROJECTING ABOUT 7 INCHES ABOVE GROUND AND IS STAMPED FLATTY 1945.
 ET0818'IT IS 27 FEET SSW OF THE CENTER LINE OF GRADED ROAD AND 7.8 FEET
 ET0818'SSW OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND MARK IS
 ET0818'A BRONZE DISK SET IN CONCRETE.
 ET0818'
 ET0818'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0818'POST PROJECTING ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0818'FLATTY NO 1 1945.  IT IS ABOUT 6 INCHES LOWER IN ELEVATION THAN
 ET0818'STATION MARK.
 ET0818'
 ET0818'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0818'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0818'FLATTY NO 2 1945.  IT IS ABOUT 6 INCHES LOWER IN ELEVATION THAN
 ET0818'STATION MARK.
 ET0818'
 ET0818'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 ET0818'LARGE BOULDER ABOUT 8 FEET ABOVE THE GROUND AND IS STAMPED FLATTY
 ET0818'1945.  THIS BOULDER IS THE LARGEST BOULDER ON THE RIDGE AND IS
 ET0818'LOCATED ON THE SAME BUTTE WITH STATION STOUT.
 ET0818'
 ET0818'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON GRADED
 ET0818'GRAVEL SIGNAL ROAD FOR 2.6 MILES, KEEP RIGHT FORK FOR 9.5 MILES,
 ET0818'THENCE THE RIGHT FORK AGAIN FOR 9.6 MILES TO ANOTHER FORKS.
 ET0818'HERE TAKE THE LEFT FORK FOR 0.6 MILE.* CONTINUE ON SIGNAL ROAD
 ET0818'FOR 1.8 MILES TO THE STATION ON THE RIGHT SIDE OF ROAD.
 ET0818'
 ET0818'*TO REACH AZIMUTH MARK FROM HERE, TURN LEFT ACROSS COUNTRY 0.3
 ET0818'MILE, THEN PACK SE FOR ABOUT 10 MINUTES TO THE TOP OF THE ROCKY
 ET0818'BUTTE UPON WHICH STATION STOUT IS LOCATED.  AZIMUTH MARK IS ABOUT
 ET0818'60 YARDS FROM THE STATION ON THE RIDGE RUNNING OFF TO THE ENE.
 ET0818
 ET0818                          STATION RECOVERY (1981)
 ET0818
 ET0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0818'38.4 KM (23.85 MI) SE FROM YUCCA.
 ET0818'38.4 KM (23.85 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0818'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 ET0818'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 12.3 METERS (40.5 FT)
 ET0818'SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 14.5 METERS (47.5 FT)
 ET0818'SOUTHEAST OF THE CENTERLINE OF A SMALL WASH, 14.4 METERS (47.1 FT)
 ET0818'NORTHEAST OF REFERENCE MARK 1.
 ET0818'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ET0818'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0817 ***********************************************************************
 ET0817  DESIGNATION -  FLATTY RM 1
 ET0817  PID         -  ET0817
 ET0817  STATE/COUNTY-  AZ/MOHAVE
 ET0817  USGS QUAD   -  BEECHER CANYON (1967)
 ET0817
 ET0817                         *CURRENT SURVEY CONTROL
 ET0817  ___________________________________________________________________
 ET0817* NAD 83(1986)-  34 38 28.     (N)    113 51 28.     (W)     SCALED    
 ET0817* NAVD 88     -       925.901  (meters)    3037.73   (feet)  ADJUSTED  
 ET0817  ___________________________________________________________________
 ET0817  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0817  DYNAMIC HT  -         924.795 (meters)    3034.10  (feet)  COMP
 ET0817  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 ET0817  OBS GRAVITY -     979,413.4   (mgal)                       GRAV_OBS
 ET0817
 ET0817  VERT ORDER  -  FIRST     CLASS II
 ET0817
 ET0817.The horizontal coordinates were scaled from a topographic map and have
 ET0817.an estimated accuracy of +/- 6 seconds.
 ET0817
 ET0817.The orthometric height was determined by differential leveling
 ET0817.and adjusted by the National Geodetic Survey in June 1991..
 ET0817
 ET0817.The geoid height was determined by GEOID03.
 ET0817
 ET0817.The dynamic height is computed by dividing the NAVD 88
 ET0817.geopotential number by the normal gravity value computed on the
 ET0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0817.degrees latitude (g = 980.6199 gals.).
 ET0817
 ET0817.The modeled gravity was interpolated from observed gravity values.
 ET0817.The observed gravity was obtained from relative gravimeter ties
 ET0817.to the IGSN71 gravity network.
 ET0817
 ET0817;                    North         East    Units  Estimated Accuracy
 ET0817;SPC AZ W     -   403,780.      203,480.      MT  (+/- 180 meters Scaled)
 ET0817
 ET0817                          SUPERSEDED SURVEY CONTROL
 ET0817
 ET0817.No superseded survey control is available for this station.
 ET0817
 ET0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD380369(NAD 83)
 ET0817_MARKER: DR = REFERENCE MARK DISK
 ET0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0817_SP_SET: CONCRETE POST
 ET0817_STAMPING: FLATTY NO 1 1945
 ET0817_MARK LOGO: CGS   
 ET0817_PROJECTION: PROJECTING 30 CENTIMETERS
 ET0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0817+STABILITY: SURFACE MOTION
 ET0817
 ET0817  HISTORY     - Date     Condition        Report By
 ET0817  HISTORY     - 1945     MONUMENTED       CGS
 ET0817  HISTORY     - 1981     GOOD             NGS
 ET0817
 ET0817                          STATION DESCRIPTION
 ET0817
 ET0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0817'38.4 KM (23.85 MI) SE FROM YUCCA.
 ET0817'38.4 KM (23.85 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0817'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF A DIRT
 ET0817'ROAD LEADING SOUTHWEST, 26.5 METERS (87.6 FT) SOUTHWEST OF THE
 ET0817'CENTERLINE OF ALAMO ROAD, 16.5 METERS (54.0 FT) SOUTHEAST OF THE
 ET0817'CENTERLINE OF A SMALL WASH, 14.4 METERS (47.1 FT) SOUTHWEST OF STATION
 ET0817'FLATTY.
 ET0817'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1907 ***********************************************************************
 CZ1907  DESIGNATION -  FLETCHER
 CZ1907  PID         -  CZ1907
 CZ1907  STATE/COUNTY-  AZ/PINAL
 CZ1907  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1907
 CZ1907                         *CURRENT SURVEY CONTROL
 CZ1907  ___________________________________________________________________
 CZ1907* NAD 83(1992)-  32 47 12.25686(N)    111 09 59.39355(W)     ADJUSTED  
 CZ1907* NAVD 88     -       812.7    (meters)    2666.     (feet)  VERTCON   
 CZ1907  ___________________________________________________________________
 CZ1907  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 CZ1907  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CZ1907
 CZ1907  HORZ ORDER  -  SECOND
 CZ1907
 CZ1907.The horizontal coordinates were established by classical geodetic methods
 CZ1907.and adjusted by the National Geodetic Survey in August 1993..
 CZ1907
 CZ1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1907
 CZ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1907
 CZ1907.The geoid height was determined by GEOID03.
 CZ1907
 CZ1907;                    North         East     Units Scale Factor Converg.
 CZ1907;SPC AZ C     -   198,351.714   283,627.635   MT  0.99996086   +0 24 22.5
 CZ1907;SPC AZ C     -   650,760.22    930,536.86   iFT  0.99996086   +0 24 22.5
 CZ1907;UTM  12      - 3,627,657.371   484,409.112   MT  0.99960300   -0 05 24.6
 CZ1907
 CZ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1907!SPC AZ C     -   0.99987696  x   0.99996086  =   0.99983783
 CZ1907!UTM  12      -   0.99987696  x   0.99960300  =   0.99948001
 CZ1907
 CZ1907|---------------------------------------------------------------------|
 CZ1907| PID    Reference Object                     Distance      Geod. Az  |
 CZ1907|                                                           dddmmss.s |
 CZ1907| CH5160 FLETCHER RM 1                        11.243 METERS 06544     |
 CZ1907| CZ1921 DURHAM                              APPROX. 7.2 KM 1401352.2 |
 CZ1907| CH5161 FLETCHER RM 2                         6.967 METERS 22939     |
 CZ1907|---------------------------------------------------------------------|
 CZ1907
 CZ1907                          SUPERSEDED SURVEY CONTROL
 CZ1907
 CZ1907  NAD 83(1986)-  32 47 12.25031(N)    111 09 59.39189(W) AD(       ) 2
 CZ1907  NAD 27      -  32 47 11.99935(N)    111 09 56.99510(W) AD(       ) 2
 CZ1907  NGVD 29 (07/19/86)  812.1    (m)         2664.     (f) VERT ANG       
 CZ1907
 CZ1907.Superseded values are not recommended for survey control.
 CZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1907.See file dsdata.txt to determine how the superseded data were derived.
 CZ1907
 CZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8440927657(NAD 83)
 CZ1907_MARKER: DD = SURVEY DISK
 CZ1907_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1907
 CZ1907  HISTORY     - Date     Condition        Report By
 CZ1907  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1907
 CZ1907                          STATION DESCRIPTION
 CZ1907
 CZ1907'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1907'THE STATION IS ABOUT 21 MILES SOUTHEAST OF FLORENCE, 21 MILES
 CZ1907'NORTHWEST OF ORICLE JCT., AND ABOUT 1,000 FEET EAST OF
 CZ1907'U.S. HWY. 80-89 LOCATED ON A SMALL HILL, THE MOST NORTHERLY OF
 CZ1907'TWO HILLS.
 CZ1907'
 CZ1907'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER 1977
 CZ1907'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  STATION IS
 CZ1907'LOCATED ON A SMALL HILL ABOUT 1000 FEET EAST OF HWY. 80-89.
 CZ1907'
 CZ1907'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER
 CZ1907'RM 2 1977 AND IS EPOXIED TO A ROCK OUTCROP.
 CZ1907'
 CZ1907'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER
 CZ1907'RM 1 1977 AND IS EPOXIED TO A ROCK OUTCROP.
 CZ1907'
 CZ1907'TO REACH THE STATION FROM THE COURT HOUSE IN FLORENCE, TRAVEL
 CZ1907'SOUTH ON U.S. HWY. 80-89 TO MILE POST 111.65 AND A ROAD LEFT,
 CZ1907'FREEMAN RD., TURN LEFT (EAST) ON FREEMAN RD. FOR 0.25 MILE TO A
 CZ1907'POWER LINE RD.  TURN LEFT ON POWER LINE RD. FOR 0.8 MILE TO THE
 CZ1907'BASE OF A SMALL HILL.  (THE MOST NORTHERLY OF 2 SMALL HILLS)
 CZ1907'PACK EASTERLY TO SUMMIT AND THE STATION.  ABOUT A 5 MINUTE PACK.
 CZ1907'
 CZ1907'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6800 ***********************************************************************
 AC6800  PACS        -  This is a Primary Airport Control Station.
 AC6800  DESIGNATION -  FLG A
 AC6800  PID         -  AC6800
 AC6800  STATE/COUNTY-  AZ/COCONINO
 AC6800  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6800
 AC6800                         *CURRENT SURVEY CONTROL
 AC6800  ___________________________________________________________________
 AC6800* NAD 83(1992)-  35 08 02.22376(N)    111 40 28.93383(W)     ADJUSTED  
 AC6800* NAVD 88     -      2138.15   (meters)    7014.9    (feet)  GPS OBS   
 AC6800  ___________________________________________________________________
 AC6800  X           -  -1,929,273.036 (meters)                     COMP
 AC6800  Y           -  -4,854,286.389 (meters)                     COMP
 AC6800  Z           -   3,651,247.366 (meters)                     COMP
 AC6800  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AC6800  ELLIP HEIGHT-        2115.07  (meters)          (01/12/01) GPS OBS
 AC6800  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AC6800
 AC6800  HORZ ORDER  -  B
 AC6800  ELLP ORDER  -  FOURTH    CLASS I
 AC6800
 AC6800.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6800
 AC6800.The horizontal coordinates were established by GPS observations
 AC6800.and adjusted by the National Geodetic Survey in March 1997..
 AC6800
 AC6800.The orthometric height was determined by GPS observations and a
 AC6800.high-resolution geoid model.
 AC6800
 AC6800.GPS derived orthometric heights for airport stations designated as
 AC6800.PACS or SACS are published to 2 decimal places.  This maintains
 AC6800.centimeter relative accuracy between the PACS and SACS.  It does
 AC6800.not indicate centimeter accuracy relative to other marks which are
 AC6800.part of the NAVD 88 network.
 AC6800
 AC6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6800
 AC6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6800
 AC6800.The ellipsoidal height was determined by GPS observations
 AC6800.and is referenced to NAD 83.
 AC6800
 AC6800.The geoid height was determined by GEOID03.
 AC6800
 AC6800;                    North         East     Units Scale Factor Converg.
 AC6800;SPC AZ C     -   458,460.295   235,410.104   MT  0.99990599   +0 08 21.3
 AC6800;SPC AZ C     - 1,504,134.83    772,342.86   iFT  0.99990599   +0 08 21.3
 AC6800;UTM  12      - 3,888,106.175   438,532.176   MT  0.99964656   -0 23 17.9
 AC6800
 AC6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6800!SPC AZ C     -   0.99966812  x   0.99990599  =   0.99957414
 AC6800!UTM  12      -   0.99966812  x   0.99964656  =   0.99931480
 AC6800
 AC6800:                Primary Azimuth Mark                     Grid Az
 AC6800:SPC AZ C     -  AP STA A2 FLG                            224 07 36.4
 AC6800:UTM  12      -  AP STA A2 FLG                            224 39 15.6
 AC6800
 AC6800|---------------------------------------------------------------------|
 AC6800| PID    Reference Object                     Distance      Geod. Az  |
 AC6800|                                                           dddmmss.s |
 AC6800| AC6801 AP STA A2 FLG                       431.408 METERS 2241557.7 |
 AC6800|---------------------------------------------------------------------|
 AC6800
 AC6800                          SUPERSEDED SURVEY CONTROL
 AC6800
 AC6800  ELLIP H (03/14/97) 2115.14   (m)                       GP(       ) 3 1
 AC6800
 AC6800.Superseded values are not recommended for survey control.
 AC6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6800.See file dsdata.txt to determine how the superseded data were derived.
 AC6800
 AC6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3853288106(NAD 83)
 AC6800_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6800_SETTING: 66 = SET IN ROCK OUTCROP
 AC6800_STAMPING: FLG A 1996
 AC6800_MARK LOGO: NGS   
 AC6800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6800+STABILITY: POSITION/ELEVATION WELL
 AC6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6800+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6800
 AC6800  HISTORY     - Date     Condition        Report By
 AC6800  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6800  HISTORY     - 19970606 GOOD             NGS
 AC6800
 AC6800                          STATION DESCRIPTION
 AC6800
 AC6800'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6800'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6800'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6800'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6800'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6800'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6800'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6800'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) FOLLOWING THE
 AC6800'ROAD TO THE AIRPORT TERMINAL CROSSING OVER INTERSTATE 17 TO THE
 AC6800'JUNCTION WITH W SHAMRELL BOULEVARD.  TURN RIGHT AND GO EASTERLY ON W
 AC6800'SHAMRELL BOULEVARD TO THE AIRPORT OPERATIONS BUILDING (BLDG 6619) AND
 AC6800'ACCESS GATE.  PROCEED THROUGH ACCESS GATE AND CONTINUE SOUTHEAST
 AC6800'ACROSS APRON TO TAXIWAY F.  CONTINUE ALONG TAXIWAY F TO THE JUNCTION
 AC6800'WITH RUNWAY 3-21.  CROSS RUNWAY 3-21 AND CONTINUE EAST FOR 0.1 KM
 AC6800'(0.05 MI) TO THE STATION SET IN BEDROCK THE STATION IS A STANDARD
 AC6800'SURVEY DISK SET IN A DRILLHOLE IN BEDROCK. THE STATION IS LOCATED
 AC6800'65.60 M (215.22 FT) SOUTHEAST OF A RUNWAY LIGHT, 78.40 M (257.22 FT)
 AC6800'SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 67.20 M (220.47 FT) SOUTHEAST OF
 AC6800'THE SOUTHEAST EDGE OF RUNWAY 3-21, 7.70 M (25.26 FT) SOUTHWEST OF THE
 AC6800'CENTERLINE OF A DIRT ROAD, 62.00 M (203.41 FT) NORTHWEST OF A
 AC6800'FENCELINE, 108.80 M (356.95 FT) SOUTHWEST OF A WINDSOCK, 74.15 M
 AC6800'(243.27 FT) SOUTHWEST OF AERIAL CONTROL MONUMENT A 802, AND 0.93 M
 AC6800'(3.05 FT) NORTH OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6800'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6800
 AC6800                          STATION RECOVERY (1997)
 AC6800
 AC6800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 AC6800'IN GOOD CONDITION WITH MODIFIED TO REACH AS FOLLOWS.  TO REACH THE
 AC6800'STATION FROM OPERATIONS BUILDING (BLDG 6619) ON THE SOUTH SIDE AND
 AC6800'NEAR THE EASTERLY TERMINUS OF W SHAMRELL BOULEVARD, TURN RIGHT AND GO
 AC6800'SOUTHERLY FOR 0.08 KM (0.05 MI) PASSING THE OPERATIONS BUILDING ON
 AC6800'RIGHT TO THE SOUTH GATE ON LEFT.  PASS THROUGH THE GATE AND BEAR LEFT
 AC6800'TO GO SOUTHEAST ACROSS THE SOUTH RAMP (AKA ALPINE RAMP) FOR 0.2 KM
 AC6800'(0.10 MI) TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.2
 AC6800'KM (0.10 MI) TO CONNECTOR TAXIWAY E ON RIGHT.  TURN RIGHT AND GO
 AC6800'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING THE RUNWAY TO A LOOPING DIRT
 AC6800'ROAD EAST OF THE RUNWAY AND SOUTH OF THE WINDSOCK, AND FOLLOW THE
 AC6800'LOOPING DIRT ROAD TO THE STATION SOUTH OF THE SOUTHERNMOST PART OF THE
 AC6800'ROAD LOOP.  THE MARK IS A NGS HORIZONTAL CONTROL DISK SET FLUSH IN A
 AC6800'6X4 FT SECTION OF A MASSIVE LIMESTONE OUTCROP.  1996 TIES ARE
 AC6800'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6802 ***********************************************************************
 AC6802  SACS        -  This is a Secondary Airport Control Station.
 AC6802  DESIGNATION -  FLG B
 AC6802  PID         -  AC6802
 AC6802  STATE/COUNTY-  AZ/COCONINO
 AC6802  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6802
 AC6802                         *CURRENT SURVEY CONTROL
 AC6802  ___________________________________________________________________
 AC6802* NAD 83(1992)-  35 08 38.59614(N)    111 40 00.71072(W)     ADJUSTED  
 AC6802* NAVD 88     -      2136.02   (meters)    7007.9    (feet)  GPS OBS   
 AC6802  ___________________________________________________________________
 AC6802  X           -  -1,928,369.896 (meters)                     COMP
 AC6802  Y           -  -4,853,948.953 (meters)                     COMP
 AC6802  Z           -   3,652,163.087 (meters)                     COMP
 AC6802  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AC6802  ELLIP HEIGHT-        2112.96  (meters)          (01/12/01) GPS OBS
 AC6802  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AC6802
 AC6802  HORZ ORDER  -  FIRST
 AC6802  ELLP ORDER  -  FOURTH    CLASS I
 AC6802
 AC6802.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6802
 AC6802.The horizontal coordinates were established by GPS observations
 AC6802.and adjusted by the National Geodetic Survey in March 1997..
 AC6802
 AC6802.The orthometric height was determined by GPS observations and a
 AC6802.high-resolution geoid model.
 AC6802
 AC6802.GPS derived orthometric heights for airport stations designated as
 AC6802.PACS or SACS are published to 2 decimal places.  This maintains
 AC6802.centimeter relative accuracy between the PACS and SACS.  It does
 AC6802.not indicate centimeter accuracy relative to other marks which are
 AC6802.part of the NAVD 88 network.
 AC6802
 AC6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6802
 AC6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6802
 AC6802.The ellipsoidal height was determined by GPS observations
 AC6802.and is referenced to NAD 83.
 AC6802
 AC6802.The geoid height was determined by GEOID03.
 AC6802
 AC6802;                    North         East     Units Scale Factor Converg.
 AC6802;SPC AZ C     -   459,582.858   236,121.731   MT  0.99990638   +0 08 37.7
 AC6802;SPC AZ C     - 1,507,817.78    774,677.60   iFT  0.99990638   +0 08 37.7
 AC6802;UTM  12      - 3,889,221.847   439,253.922   MT  0.99964548   -0 23 02.0
 AC6802
 AC6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6802!SPC AZ C     -   0.99966845  x   0.99990638  =   0.99957486
 AC6802!UTM  12      -   0.99966845  x   0.99964548  =   0.99931405
 AC6802
 AC6802                          SUPERSEDED SURVEY CONTROL
 AC6802
 AC6802  ELLIP H (03/14/97) 2113.03   (m)                       GP(       ) 3 1
 AC6802
 AC6802.Superseded values are not recommended for survey control.
 AC6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6802.See file dsdata.txt to determine how the superseded data were derived.
 AC6802
 AC6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3925489222(NAD 83)
 AC6802_MARKER: DD = SURVEY DISK
 AC6802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6802_STAMPING: FLG B 1996
 AC6802_MARK LOGO: NGS   
 AC6802_PROJECTION: FLUSH
 AC6802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6802+STABILITY: SURFACE MOTION
 AC6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6802+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6802_ROD/PIPE-DEPTH: 1.0  meters
 AC6802
 AC6802  HISTORY     - Date     Condition        Report By
 AC6802  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6802  HISTORY     - 19970606 GOOD             NGS
 AC6802
 AC6802                          STATION DESCRIPTION
 AC6802
 AC6802'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6802'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6802'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6802'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6802'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6802'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6802'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6802'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) CROSSING OVER
 AC6802'INTERSTATE 17 TO THE JUNCTION WITH W SHAMRELL BOULEVARD.  BEAR LEFT
 AC6802'AND CONTINUE EASTERLY ON W SHAMRELL BOULEVARD TO THE AIRPORT
 AC6802'OPERATIONS BUILDING (BLDG 6619) AND ACCESS GATE. PROCEED THROUGH
 AC6802'ACCESS GATE AND CONTINUE EAST ACROSS APRON TO PARALLEL TAXIWAY.  TURN
 AC6802'LEFT AT PARALLEL TAXIWAY AND GO NORTHEAST ALONG TAXIWAY FOR 1.3 KM
 AC6802'(0.80 MI) TO THE JUNCTION WITH THE ILS POWER HOUSE ACCESS ROAD ON THE
 AC6802'LEFT.  TURN LEFT AND PROCEED NORTHWEST TO JUNCTION WITH DIRT ROAD ON
 AC6802'LEFT.  TURN LEFT AND GO SOUTHWEST ON DIRT ROAD PARALLELING TAXIWAY FOR
 AC6802'60 M (196.8 FT) TO THE STATION ON THE RIGHT THE STATION IS THE CENTER
 AC6802'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AC6802'PIPE, RECESSED 14 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AC6802'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6802'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6802'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 48.00 M
 AC6802'(157.48 FT) SOUTHWEST FROM A WIND SPEED INDICATOR, 23.30 M (76.44 FT)
 AC6802'NORTHWEST OF TAXIWAY LIGHT T2-15, 9.0 M (29.5 FT) NORTHWEST OF THE
 AC6802'CENTERLINE OF A DIRT ACCESS ROAD, 43.20 M (141.73 FT) SOUTHEAST OF A
 AC6802'FENCE, 26.30 M (86.29 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AC6802'PARALLEL TAXIWAY, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE WITNESS
 AC6802'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6802'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6802
 AC6802                          STATION RECOVERY (1997)
 AC6802
 AC6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 AC6802'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1527 ***********************************************************************
 DA1527  DESIGNATION -  FLITE
 DA1527  PID         -  DA1527
 DA1527  STATE/COUNTY-  AZ/PIMA
 DA1527  USGS QUAD   -  AJO NORTH (1990)
 DA1527
 DA1527                         *CURRENT SURVEY CONTROL
 DA1527  ___________________________________________________________________
 DA1527* NAD 83(1992)-  32 23 10.37656(N)    112 52 21.59528(W)     ADJUSTED  
 DA1527* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 DA1527  ___________________________________________________________________
 DA1527  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DA1527  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1527
 DA1527  HORZ ORDER  -  SECOND
 DA1527
 DA1527.The horizontal coordinates were established by classical geodetic methods
 DA1527.and adjusted by the National Geodetic Survey in August 1993..
 DA1527
 DA1527.The orthometric height was scaled from a topographic map.
 DA1527
 DA1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1527
 DA1527.The geoid height was determined by GEOID03.
 DA1527
 DA1527;                    North         East     Units Scale Factor Converg.
 DA1527;SPC AZ C     -   154,092.231   123,412.598   MT  0.99999974   -0 30 43.5
 DA1527;SPC AZ C     -   505,551.94    404,896.98   iFT  0.99999974   -0 30 43.5
 DA1527;UTM  12      - 3,584,788.323   323,848.746   MT  0.99998265   -1 00 11.9
 DA1527
 DA1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1527!SPC AZ C     -   0.99992007  x   0.99999974  =   0.99991981
 DA1527!UTM  12      -   0.99992007  x   0.99998265  =   0.99990272
 DA1527
 DA1527|---------------------------------------------------------------------|
 DA1527| PID    Reference Object                     Distance      Geod. Az  |
 DA1527|                                                           dddmmss.s |
 DA1527| AF8760 FLITE RM 1                           23.180 METERS 00539     |
 DA1527| CH5162 FLITE RM 3 AZIMUTH                                 0404407.4 |
 DA1527| AF8761 FLITE RM 2                           19.795 METERS 08903     |
 DA1527| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX. 2.4 KM 1433215.2 |
 DA1527| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX. 2.5 KM 1930744.4 |
 DA1527|---------------------------------------------------------------------|
 DA1527
 DA1527                          SUPERSEDED SURVEY CONTROL
 DA1527
 DA1527  NAD 83(1986)-  32 23 10.36322(N)    112 52 21.59905(W) AD(       ) 2
 DA1527  NAD 27      -  32 23 10.15200(N)    112 52 19.04700(W) AD(       ) 2
 DA1527
 DA1527.Superseded values are not recommended for survey control.
 DA1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1527.See file dsdata.txt to determine how the superseded data were derived.
 DA1527
 DA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2384984788(NAD 83)
 DA1527_MARKER: DS = TRIANGULATION STATION DISK
 DA1527_SETTING: 80 = SET IN A BOULDER
 DA1527_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1527+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1527
 DA1527  HISTORY     - Date     Condition        Report By
 DA1527  HISTORY     - 1935     MONUMENTED       CGS
 DA1527  HISTORY     - 1953     GOOD             USAF
 DA1527  HISTORY     - 1953     GOOD             AZHD
 DA1527  HISTORY     - 1953     GOOD             CGS
 DA1527  HISTORY     - 1967     GOOD             CGS
 DA1527  HISTORY     - 1979     GOOD             NGS
 DA1527  HISTORY     - 19990120 GOOD             USPSQD
 DA1527  HISTORY     - 20060220 GOOD             USPSQD
 DA1527
 DA1527                          STATION DESCRIPTION
 DA1527
 DA1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1527'A SUPPLEMENTAL TRIANGULATION STATION PLACED AT AJO FOR LOCAL
 DA1527'CONVENIENCE.  TO REACH FROM THE AJO POST OFFICE, TAKE THE GRAVELED
 DA1527'HIGHWAY TOWARD GILA BEND FOR 1.4 MILES TO POINT WHERE THE
 DA1527'HIGHWAY TURNS RIGHT (NORTHEAST).  THE STATION IS ABOUT 100 FEET
 DA1527'WEST OF THE HIGHWAY, OPPOSITE THE ABOVE-MENTIONED CURVE.  MARKED
 DA1527'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1527'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DA1527'23.180 METERS (76.05 FEET) FROM STATION N 05 DEG
 DA1527'39 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1527'DISK, IS 19.795 METERS (64.94 FEET) FROM STATION
 DA1527'N 89 DEG 03 MIN E.  THE AZIMUTH MARK, A STANDARD
 DA1527'STATION DISK WITH AN ARROW CHISELED THEREON POINTING TOWARD
 DA1527'THE STATION, IS SET IN A BLOCK OF CONCRETE ABOUT 0.35 MILE
 DA1527'DOWN THE ROAD FROM THE STATION, 20 PACES EAST OF THE
 DA1527'ROAD AND N 40 DEG 44 MIN E FROM THE STATION.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY US AIR FORCE 1953
 DA1527'LETTER OF MAJOR HOWARD A. BURD, COMDG., 1ST COMPUTATIONS
 DA1527'TECHNICAL SQUADRON, FORBES AIR FORCE BASE, TOPEKA, KANSAS,
 DA1527'DATED 3 MARCH 1953--
 DA1527'
 DA1527'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 DA1527'REFERENCE MARK 2 WAS FOUND DESTROYED AND LYING BESIDE THE
 DA1527'ROAD.  AFTER A THOROUGH SEARCH OF THE AREA, THE AZIMUTH MARK
 DA1527'WAS NOT RECOVERED.
 DA1527'
 DA1527'STATION IS LOCATED ABOUT 1.4 MI. N ALONG STATE HIGHWAY 85
 DA1527'TO GILA BEND FROM THE POST OFFICE IN AJO, ABOUT 107 MI. W
 DA1527'OF TUCSON, ON THE W SIDE OF THE HIGHWAY, IN THE YARD OF THE
 DA1527'HOME OF THE GAME WARDEN, AND ABOUT 4 FT. FROM THE N SIDE OF THE
 DA1527'HOUSE.  STATION IS A STANDARD TRIANGULATION MARKER, SET IN
 DA1527'CONCRETE AND PROJECTS ABOUT 6 IN.
 DA1527'
 DA1527'TO REACH THE STATION FROM THE POST OFFICE ON THE N SIDE OF THE
 DA1527'SQUARE IN AJO, GO W FOR 0.05 MI., TURN RIGHT ON THE MAIN STREET
 DA1527'(SOLONA AVENUE) AND FOLLOW ALONG THIS ROAD, WHICH IS ALSO
 DA1527'STATE HIGHWAY 85, FOR 1.4 MI. TO A HOUSE ON THE LEFT, HOME
 DA1527'OF THE GAME WARDEN WHICH IS ON GOVERNMENT PROPERTY, AND THE
 DA1527'STATION IS IN THE YARD ON THE N SIDE OF THE HOUSE.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953 (DKC)
 DA1527'REFERENCE MARK 2 DESTROYED.  AZIMUTH MARK WAS NOT FOUND,
 DA1527'POSSIBLY COVERED BY DEBRIS IN OLD DUMPING AREA.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DA1527'FLITE 1935 MARK IS SOLID BUT CONCRETE HAS BEEN CHIPPED.
 DA1527'
 DA1527'RM 1 AND RM 2 NOT RECOVERED.
 DA1527'
 DA1527'THERE ARE SIGNIFICANT CHANGES IN THE AREA AROUND FLITE 1935.  A NEW
 DA1527'DESCRIPTION FOLLOWS--
 DA1527'
 DA1527'TO REACH STATION FROM THE PLAZA IN AJO, GO 1.4 MILES, IN A NORTHERLY
 DA1527'DIRECTION, TO THE FISH AND WILDLIFE BUILDING AND THE STATION
 DA1527'ON THE LEFT.
 DA1527'
 DA1527'THE STATION MARK, A STANDARD USC AND GS TRIANGULATION DISK STAMPED
 DA1527'FLITE 1935 IS SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS
 DA1527'ABOUT 4 CENTIMETERS ABOVE THE GROUND.  IT IS ABOUT 16.7 METERS
 DA1527'SOUTH OF THE SOUTHEAST CORNER OF THE FISH AND WILDLIFE BUILDING,
 DA1527'15.9 METERS WEST OF THE SOUTHEAST SIDEWALK CORNER, 5.5 METERS EAST OF
 DA1527'THE SOUTHWEST SIDEWALK CORNER AND 1.0 METER SOUTH OF A LARGE
 DA1527'PALO VERDE TREE IN THE SIDEWALK AREA.
 DA1527'
 DA1527'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH EDGE OF AJO.
 DA1527
 DA1527                          STATION RECOVERY (1967)
 DA1527
 DA1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1527'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 DA1527'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 DA1527'MARK NUMBER 2 HAVE BEEN DESTROYED.  A NEW DESCRIPTION TO
 DA1527'REACH THE STATION FOLLOWS.
 DA1527'
 DA1527'TO REACH THE STATION FROM THE POST OFFICE IN AJO, GO AROUND THE
 DA1527'SQUARE TO STATE HIGHWAY 85.  TURN RIGHT AND GO NORTH ON STATE
 DA1527'HIGHWAY 85 FOR 1.4 MILES TO THE U.S. FISH AND WILDLIFE OFFICE
 DA1527'BUILDING ON THE LEFT AND THE STATION AS DESCRIBED ABOVE.
 DA1527'
 DA1527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1527'NORTH OF AJO, 100 FEET WEST OF STATE HIGHWAY 85 AND ON THE
 DA1527'NORTH SIDE OF THE U.S. FISH AND WILD LIFE OFFICE BUILDING.
 DA1527
 DA1527                          STATION RECOVERY (1979)
 DA1527
 DA1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CN)
 DA1527'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 DA1527'WERE DESTROYED BY CONSTRUCTION OF THE NEW CABEZA PRIETA GAME RESERVE
 DA1527'HEADQUARETERS IN AJO.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 DA1527'THIS TIME.
 DA1527'
 DA1527'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---FLITE 1935 NO 3
 DA1527'1979---SET IN A DRILL HOLE IN THE CONCRETE WALKWAY.
 DA1527'
 DA1527'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---FLITE 1935 NO 4
 DA1527'1979---SET IN A DRILL HOLE IN THE CONCRETE WALKWAY.
 DA1527'
 DA1527'THE STATION MARK IS LOCATED UNDER THE PALO VERDE TREE IN FRON OF THE
 DA1527'GAME RESERVE HEADQUARTERS.
 DA1527
 DA1527                          STATION RECOVERY (1999)
 DA1527
 DA1527'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1527'RECOVERED IN GOOD CONDITION.
 DA1527
 DA1527                          STATION RECOVERY (2006)
 DA1527
 DA1527'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1527'RECOVERED AS DESCRIBED. FOUND REFERENCE MARKS 3 AND 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0538 ***********************************************************************
 DU0538  DESIGNATION -  FLORENCE
 DU0538  PID         -  DU0538
 DU0538  STATE/COUNTY-  AZ/PINAL
 DU0538  USGS QUAD   -  FLORENCE (1981)
 DU0538
 DU0538                         *CURRENT SURVEY CONTROL
 DU0538  ___________________________________________________________________
 DU0538* NAD 83(1986)-  33 01 57.     (N)    111 23 09.     (W)     SCALED    
 DU0538* NAVD 88     -       454.615  (meters)    1491.52   (feet)  ADJUSTED  
 DU0538  ___________________________________________________________________
 DU0538  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0538  DYNAMIC HT  -         454.057 (meters)    1489.69  (feet)  COMP
 DU0538  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 DU0538  OBS GRAVITY -     979,398.3   (mgal)                       GRAV_OBS
 DU0538
 DU0538  VERT ORDER  -  FIRST     CLASS II
 DU0538
 DU0538.The horizontal coordinates were scaled from a topographic map and have
 DU0538.an estimated accuracy of +/- 6 seconds.
 DU0538
 DU0538.The orthometric height was determined by differential leveling
 DU0538.and adjusted by the National Geodetic Survey in November 1993..
 DU0538
 DU0538.The geoid height was determined by GEOID03.
 DU0538
 DU0538.The dynamic height is computed by dividing the NAVD 88
 DU0538.geopotential number by the normal gravity value computed on the
 DU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0538.degrees latitude (g = 980.6199 gals.).
 DU0538
 DU0538.The modeled gravity was interpolated from observed gravity values.
 DU0538.The observed gravity was obtained from relative gravimeter ties
 DU0538.to the IGSN71 gravity network.
 DU0538
 DU0538;                    North         East    Units  Estimated Accuracy
 DU0538;SPC AZ C     -   225,480.      262,950.      MT  (+/- 180 meters Scaled)
 DU0538
 DU0538                          SUPERSEDED SURVEY CONTROL
 DU0538
 DU0538  NGVD 29 (??/??/92)  454.046  (m)         1489.65   (f) ADJ UNCH    1 2
 DU0538
 DU0538.Superseded values are not recommended for survey control.
 DU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0538.See file dsdata.txt to determine how the superseded data were derived.
 DU0538
 DU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB639549(NAD 83)
 DU0538_MARKER: DB = BENCH MARK DISK
 DU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0538_SP_SET: CONCRETE POST
 DU0538_STAMPING: FLORENCE 1935
 DU0538_MARK LOGO: CGS   
 DU0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0538+STABILITY: SURFACE MOTION
 DU0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0538+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU0538
 DU0538  HISTORY     - Date     Condition        Report By
 DU0538  HISTORY     - 1935     MONUMENTED       CGS
 DU0538  HISTORY     - 1967     GOOD             NGS
 DU0538  HISTORY     - 19920106 GOOD             NGS
 DU0538  HISTORY     - 19950921 GOOD             USPSQD
 DU0538  HISTORY     - 19960213 GOOD             USPSQD
 DU0538  HISTORY     - 20060224 GOOD             USPSQD
 DU0538
 DU0538                          STATION DESCRIPTION
 DU0538
 DU0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0538'IN FLORENCE.
 DU0538'AT FLORENCE ALONG PINAL STREET, IN S 36, T 4 S, R 9 E, ON THE WEST
 DU0538'EDGE OF THE OLD COURTHOUSE LAWN, 45 FEET EAST OF THE CENTER LINE OF
 DU0538'PINAL STREET, 111 1/2 FEET WEST OF THE WEST ENTRANCE OF THE OLD
 DU0538'COURTHOUSE, 13 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 10.6 FEET
 DU0538'EAST OF A FLAG POLE, 1.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 DU0538'ABOUT 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND SET IN THE TOP OF
 DU0538'A CONCRETE POST PROJECTING 8 INCHES.
 DU0538
 DU0538                          STATION RECOVERY (1992)
 DU0538
 DU0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0538'IN FLORENCE, AT THE INTERSECTION OF PINAL AND 12TH STREETS, 33.9 M
 DU0538'(111.2 FT) WEST OF THE WEST FACE OF THE OLD COURTHOUSE, 13.9 M (45.6
 DU0538'FT) EAST OF THE CENTER OF PINAL, 1.6 M (5.2 FT) NORTH OF THE EXTENDED
 DU0538'CENTER OF 12TH STREET, 0.1 M (0.3 FT) WEST OF THE WEST EDGE OF A
 DU0538'SIDEWALK, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 DU0538'SURFACE.
 DU0538
 DU0538                          STATION RECOVERY (1995)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0538'RECOVERED IN GOOD CONDITION.
 DU0538
 DU0538                          STATION RECOVERY (1996)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0538'RECOVERED IN GOOD CONDITION.
 DU0538
 DU0538                          STATION RECOVERY (2006)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 2006 (MH)
 DU0538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2064 ***********************************************************************
 DU2064  DESIGNATION -  FLORENCE
 DU2064  PID         -  DU2064
 DU2064  STATE/COUNTY-  AZ/PINAL
 DU2064  USGS QUAD   -  FLORENCE SE (1965)
 DU2064
 DU2064                         *CURRENT SURVEY CONTROL
 DU2064  ___________________________________________________________________
 DU2064* NAD 83(1992)-  33 01 47.76197(N)    111 20 38.52207(W)     ADJUSTED  
 DU2064* NAVD 88     -       454.61   (+/-2cm)    1491.5    (feet)  VERTCON   
 DU2064  ___________________________________________________________________
 DU2064  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DU2064  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU2064
 DU2064  HORZ ORDER  -  SECOND
 DU2064  VERT ORDER  -  THIRD ? (See Below)
 DU2064
 DU2064.The horizontal coordinates were established by classical geodetic methods
 DU2064.and adjusted by the National Geodetic Survey in August 1993..
 DU2064
 DU2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2064.The vertical order pertains to the NGVD 29 superseded value.
 DU2064
 DU2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2064
 DU2064.The geoid height was determined by GEOID03.
 DU2064
 DU2064;                    North         East     Units Scale Factor Converg.
 DU2064;SPC AZ C     -   225,216.724   266,851.309   MT  0.99993527   +0 18 43.7
 DU2064;SPC AZ C     -   738,900.01    875,496.42   iFT  0.99993527   +0 18 43.7
 DU2064;UTM  12      - 3,654,658.001   467,872.564   MT  0.99961273   -0 11 15.1
 DU2064
 DU2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2064!SPC AZ C     -   0.99993325  x   0.99993527  =   0.99986852
 DU2064!UTM  12      -   0.99993325  x   0.99961273  =   0.99954600
 DU2064
 DU2064|---------------------------------------------------------------------|
 DU2064| PID    Reference Object                     Distance      Geod. Az  |
 DU2064|                                                           dddmmss.s |
 DU2064| CH5164 FLORENCE RM 1                        16.665 METERS 04012     |
 DU2064| CH5168 FLORENCE TP A                                      05030     |
 DU2064| DU2065 FLORENCE 2                           15.492 METERS 06804     |
 DU2064| CH5167 FLORENCE 2 RM 3                      24.140 METERS 06904     |
 DU2064| CH5165 FLORENCE RM 2                        16.124 METERS 10947     |
 DU2064| CH5163 FLORENCE RM 3 AZIMUTH                              1225212.3 |
 DU2064| CH5166 FLORENCE 2 AZ MK                                   1252009.4 |
 DU2064| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.7 KM 2595103.7 |
 DU2064| DU2067 FLORENCE BLACK WATER TANK           APPROX. 4.2 KM 2650801.9 |
 DU2064|---------------------------------------------------------------------|
 DU2064
 DU2064                          SUPERSEDED SURVEY CONTROL
 DU2064
 DU2064  NAD 83(1986)-  33 01 47.75447(N)    111 20 38.52252(W) AD(       ) 2
 DU2064  NAD 27      -  33 01 47.53000(N)    111 20 36.10500(W) AD(       ) 2
 DU2064  NGVD 29 (07/19/86)  454.05   (m)         1489.7    (f) LEVELING    3  
 DU2064
 DU2064.Superseded values are not recommended for survey control.
 DU2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2064.See file dsdata.txt to determine how the superseded data were derived.
 DU2064
 DU2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6787354658(NAD 83)
 DU2064_MARKER: DS = TRIANGULATION STATION DISK
 DU2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2064
 DU2064  HISTORY     - Date     Condition        Report By
 DU2064  HISTORY     - 1935     MONUMENTED       CGS
 DU2064  HISTORY     - 1963     POOR             USGS
 DU2064  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DU2064
 DU2064                          STATION DESCRIPTION
 DU2064
 DU2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2064'ABOUT 2-1/2 MILES EAST OF FLORENCE, ON THE NORTH SIDE OF THE
 DU2064'FLORENCE-KELVIN ROAD, 0.6 MILE EAST OF THE FLORENCE CANAL,
 DU2064'ON TOP OF A SMALL RISE, AND ABOUT 10 FEET FROM ROAD.  MARKED
 DU2064'BY STANDARD BRONZE DISKS.
 DU2064'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2064'IS 16.662 METERS (54.67 FEET) FROM STATION
 DU2064'N 40 DEG 12 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2064'REFERENCE DISK, IS 16.124 METERS (52.90 FEET) FROM
 DU2064'STATION S 70 DEG 13 MIN E.  THE AZIMUTH MARK
 DU2064'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK, IS
 DU2064'ON SOUTH SIDE OF ROAD, 0.2 MILE FROM STATION
 DU2064'S 57 DEG 08 MIN E.
 DU2064
 DU2064                          STATION RECOVERY (1963)
 DU2064
 DU2064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2064'STATION HAS BEEN DISTURBED DUE TO CHANGE IN ROAD ALIGNMENT
 DU2064'AND IS RESTING ON TOP OF GROUND.  R.M. 1 IS STILL IN PLACE.
 DU2064
 DU2064                          STATION RECOVERY (1971)
 DU2064
 DU2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2064'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DU2064'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 1 WAS RECOVERED
 DU2064'AND FOUND IN GOOD CONDITION.  THE STATION WAS REESTABLISHED
 DU2064'ON A TEMPORARY POINT USING THE DISTANCE TO REFERENCE MARK 1 AND
 DU2064'ANGLES INTO THE NATIONAL NET.  THE STATION WAS IN THE
 DU2064'FLORENCE-KELVIN HIGHWAY AND FLORENCE 2 WAS ESTABLISHED NEARBY.
 DU2064'
 DU2064'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2064'
 DU2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU2064'EAST OF FLORENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2065 ***********************************************************************
 DU2065  DESIGNATION -  FLORENCE 2
 DU2065  PID         -  DU2065
 DU2065  STATE/COUNTY-  AZ/PINAL
 DU2065  USGS QUAD   -  FLORENCE SE (1965)
 DU2065
 DU2065                         *CURRENT SURVEY CONTROL
 DU2065  ___________________________________________________________________
 DU2065* NAD 83(1992)-  33 01 47.94976(N)    111 20 37.96827(W)     ADJUSTED  
 DU2065* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 DU2065  ___________________________________________________________________
 DU2065  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DU2065  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU2065
 DU2065  HORZ ORDER  -  SECOND
 DU2065
 DU2065.The horizontal coordinates were established by classical geodetic methods
 DU2065.and adjusted by the National Geodetic Survey in August 1993..
 DU2065
 DU2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2065
 DU2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2065
 DU2065.The geoid height was determined by GEOID03.
 DU2065
 DU2065;                    North         East     Units Scale Factor Converg.
 DU2065;SPC AZ C     -   225,222.587   266,865.648   MT  0.99993529   +0 18 44.0
 DU2065;SPC AZ C     -   738,919.25    875,543.46   iFT  0.99993529   +0 18 44.0
 DU2065;UTM  12      - 3,654,663.736   467,886.948   MT  0.99961271   -0 11 14.8
 DU2065
 DU2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2065!SPC AZ C     -   0.99992850  x   0.99993529  =   0.99986379
 DU2065!UTM  12      -   0.99992850  x   0.99961271  =   0.99954124
 DU2065
 DU2065|---------------------------------------------------------------------|
 DU2065| PID    Reference Object                     Distance      Geod. Az  |
 DU2065|                                                           dddmmss.s |
 DU2065| CH5167 FLORENCE 2 RM 3                       8.630 METERS 07052     |
 DU2065| CH5166 FLORENCE 2 AZ MK                                   1272749.0 |
 DU2065| DU2064 FLORENCE                             15.492 METERS 24804     |
 DU2065| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.7 KM 2594702.2 |
 DU2065| DU2067 FLORENCE BLACK WATER TANK           APPROX. 4.2 KM 2650417.6 |
 DU2065| CH5168 FLORENCE TP A                                      26529     |
 DU2065| CH5164 FLORENCE RM 1                         7.837 METERS 33228     |
 DU2065|---------------------------------------------------------------------|
 DU2065
 DU2065                          SUPERSEDED SURVEY CONTROL
 DU2065
 DU2065  NAD 83(1986)-  33 01 47.94226(N)    111 20 37.96871(W) AD(       ) 2
 DU2065  NAD 27      -  33 01 47.71779(N)    111 20 35.55122(W) AD(       ) 2
 DU2065  NGVD 29 (07/19/86)  484.3    (m)         1589.     (f) VERT ANG       
 DU2065
 DU2065.Superseded values are not recommended for survey control.
 DU2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2065.See file dsdata.txt to determine how the superseded data were derived.
 DU2065
 DU2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6788754664(NAD 83)
 DU2065_MARKER: DS = TRIANGULATION STATION DISK
 DU2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2065
 DU2065  HISTORY     - Date     Condition        Report By
 DU2065  HISTORY     - 1971     MONUMENTED       NGS
 DU2065  HISTORY     - 1976     GOOD             NGS
 DU2065
 DU2065                          STATION DESCRIPTION
 DU2065
 DU2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2065'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE FLORENCE-KELVIN
 DU2065'HIGHWAY 2-1/2 MILES EAST OF FLORENCE.  IT IS ON PROPERTY
 DU2065'BELONGING TO PINAL COUNTY ROAD WHICH HAS NO NUMBER.
 DU2065'
 DU2065'THE STATION MARK IS A STANDARD DISK STAMPED, FLORENCE 2 1971.
 DU2065'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2065'PROJECTS 3 INCHES.  55 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DU2065'AND 1 FOOT SOUTH OF THE WITNESS POST.
 DU2065'
 DU2065'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FLORENCE NO 1
 DU2065'1935.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DU2065'WHICH PROJECTS 2 INCHES.  58 FEET NORTHEAST OF THE CENTER OF
 DU2065'THE HIGHWAY AND 25-1/2 FEET NORTHWEST OF THE WITNESS POST.
 DU2065'
 DU2065'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, FLORENCE 2 NO 3
 DU2065'1971.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DU2065'WHICH PROJECTS 2 INCHES.  60 FEET NORTHEAST OF THE CENTER OF
 DU2065'THE HIGHWAY AND 27 FEET EAST OF THE WITNESS POST.
 DU2065'
 DU2065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, FLORENCE 2 1971.
 DU2065'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2065'PROJECTS 3 INCHES.  55 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DU2065'AND 1 FOOT SOUTH OF THE WITNESS POST AND SIGN WHICH IS SET
 DU2065'IN THE SOUTH RIGHT OF WAY FENCE LINE.  IT IS 0.2 MILE EAST
 DU2065'ALONG THE HIGHWAY FROM THE STATION.
 DU2065'
 DU2065'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE GO EAST
 DU2065'ALONG BUTTE AVENUE WHICH LATER BECOMES THE FLORENCE-KELVIN
 DU2065'HIGHWAY FOR 2.55 MILES TO THE TOP OF A VERY SLIGHT RISE AND
 DU2065'THE STATION ON THE LEFT.
 DU2065'
 DU2065'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2065
 DU2065                          STATION RECOVERY (1976)
 DU2065
 DU2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2065'THE STATION MARK AND RM 1 AND RM 3 WERE RECOVERED AND FOUND IN GOOD
 DU2065'CONDITION.  NO MEASUREMENT OR DIRECTIONS WERE MADE TO RMS AT THIS
 DU2065'TIME.
 DU2065'
 DU2065'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2065'
 DU2065'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE GO EAST ON
 DU2065'BUTTE STREET TO THE INTERSECTION OF U.S. HWY. 80 AND STATE ROUTE
 DU2065'287.  CROSS HIGHWAY AND FOLLOW ROAD DUE EAST ALONG THE NORTH SIDE
 DU2065'OF ARIZONA STATE PRISON FOR 1.5 MILES.  CROSS BRIDGE AND GO 0.5
 DU2065'MILES TO THE STATION JUST OFF THE LEFT SIDE OF THE ROAD.  THE
 DU2065'STATION IS NORTHEAST OF THE ROAD AND ABOUT 45 FEET TO THE LEFT
 DU2065'OF THE CENTERLINE.
 DU2065'
 DU2065'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2065'
 DU2065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2065'2-1/2 MILES EAST OF FLORENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2067 ***********************************************************************
 DU2067  DESIGNATION -  FLORENCE BLACK WATER TANK
 DU2067  PID         -  DU2067
 DU2067  STATE/COUNTY-  AZ/PINAL
 DU2067  USGS QUAD   -  FLORENCE (1981)
 DU2067
 DU2067                         *CURRENT SURVEY CONTROL
 DU2067  ___________________________________________________________________
 DU2067* NAD 83(1992)-  33 01 36.27745(N)    111 23 18.26309(W)     ADJUSTED  
 DU2067* NAVD 88     -                                                        
 DU2067  ___________________________________________________________________
 DU2067  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DU2067  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2067
 DU2067  HORZ ORDER  -  THIRD
 DU2067
 DU2067.The horizontal coordinates were established by classical geodetic methods
 DU2067.and adjusted by the National Geodetic Survey in August 1993..
 DU2067
 DU2067
 DU2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2067
 DU2067.The geoid height was determined by GEOID03.
 DU2067
 DU2067;                    North         East     Units Scale Factor Converg.
 DU2067;SPC AZ C     -   224,841.244   262,708.070   MT  0.99993002   +0 17 16.5
 DU2067;SPC AZ C     -   737,668.12    861,903.12   iFT  0.99993002   +0 17 16.5
 DU2067;UTM  12      - 3,654,318.773   463,727.528   MT  0.99961622   -0 12 42.1
 DU2067
 DU2067                          SUPERSEDED SURVEY CONTROL
 DU2067
 DU2067  NAD 83(1986)-  33 01 36.26975(N)    111 23 18.26397(W) AD(       ) 4
 DU2067  NAD 27      -  33 01 36.04500(N)    111 23 15.83200(W) AD(       ) 3
 DU2067
 DU2067.Superseded values are not recommended for survey control.
 DU2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2067.See file dsdata.txt to determine how the superseded data were derived.
 DU2067
 DU2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6372854319(NAD 83)
 DU2067_MARKER: 51 = TANK
 DU2067
 DU2067  HISTORY     - Date     Condition        Report By
 DU2067  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2067  HISTORY     - 19950918 GOOD             USPSQD
 DU2067
 DU2067                          STATION DESCRIPTION
 DU2067
 DU2067'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2063 ***********************************************************************
 DU2063  DESIGNATION -  FLORENCE STATE PRISON TANK
 DU2063  PID         -  DU2063
 DU2063  STATE/COUNTY-  AZ/PINAL
 DU2063  USGS QUAD   -  FLORENCE SE (1965)
 DU2063
 DU2063                         *CURRENT SURVEY CONTROL
 DU2063  ___________________________________________________________________
 DU2063* NAD 83(1992)-  33 01 32.40598(N)    111 22 20.27774(W)     ADJUSTED  
 DU2063* NAVD 88     -                                                        
 DU2063  ___________________________________________________________________
 DU2063  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DU2063  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU2063
 DU2063  HORZ ORDER  -  THIRD
 DU2063
 DU2063.The horizontal coordinates were established by classical geodetic methods
 DU2063.and adjusted by the National Geodetic Survey in August 1993..
 DU2063
 DU2063
 DU2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2063
 DU2063.The geoid height was determined by GEOID03.
 DU2063
 DU2063;                    North         East     Units Scale Factor Converg.
 DU2063;SPC AZ C     -   224,729.662   264,213.365   MT  0.99993188   +0 17 48.1
 DU2063;SPC AZ C     -   737,302.04    866,841.75   iFT  0.99993188   +0 17 48.1
 DU2063;UTM  12      - 3,654,194.109   465,231.318   MT  0.99961490   -0 12 10.5
 DU2063
 DU2063                          SUPERSEDED SURVEY CONTROL
 DU2063
 DU2063  NAD 83(1986)-  33 01 32.39832(N)    111 22 20.27851(W) AD(       ) 4
 DU2063  NAD 27      -  33 01 32.17300(N)    111 22 17.85000(W) AD(       ) 3
 DU2063
 DU2063.Superseded values are not recommended for survey control.
 DU2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2063.See file dsdata.txt to determine how the superseded data were derived.
 DU2063
 DU2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6523154194(NAD 83)
 DU2063_MARKER: 51 = TANK
 DU2063
 DU2063  HISTORY     - Date     Condition        Report By
 DU2063  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2063  HISTORY     - 19950918 GOOD             USPSQD
 DU2063
 DU2063                          STATION DESCRIPTION
 DU2063
 DU2063'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1402 ***********************************************************************
 DU1402  DESIGNATION -  FLOSSMOOR AND POWERS RD
 DU1402  PID         -  DU1402
 DU1402  STATE/COUNTY-  AZ/MARICOPA
 DU1402  USGS QUAD   -  BUCKHORN (1982)
 DU1402
 DU1402                         *CURRENT SURVEY CONTROL
 DU1402  ___________________________________________________________________
 DU1402* NAD 83(1986)-  33 23 42.     (N)    111 41 02.     (W)     SCALED    
 DU1402* NAVD 88     -       419.95   (+/-2cm)    1377.8    (feet)  VERTCON   
 DU1402  ___________________________________________________________________
 DU1402  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1402
 DU1402  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1402
 DU1402.The horizontal coordinates were scaled from a topographic map and have
 DU1402.an estimated accuracy of +/- 6 seconds.
 DU1402
 DU1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1402.The vertical order pertains to the NGVD 29 superseded value.
 DU1402
 DU1402.The geoid height was determined by GEOID03.
 DU1402
 DU1402;                    North         East    Units  Estimated Accuracy
 DU1402;SPC AZ C     -   265,580.      235,010.      MT  (+/- 180 meters Scaled)
 DU1402
 DU1402                          SUPERSEDED SURVEY CONTROL
 DU1402
 DU1402  NGVD 29 (??/??/92)  419.430  (m)         1376.08   (f) ADJ UNCH    1 1
 DU1402
 DU1402.Superseded values are not recommended for survey control.
 DU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1402.See file dsdata.txt to determine how the superseded data were derived.
 DU1402
 DU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364952(NAD 83)
 DU1402_MARKER: DD = SURVEY DISK
 DU1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1402_SP_SET: ROAD INTERSECTION
 DU1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1402
 DU1402  HISTORY     - Date     Condition        Report By
 DU1402  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1402  HISTORY     - 1975     GOOD             NGS
 DU1402
 DU1402                          STATION DESCRIPTION
 DU1402
 DU1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1402'10.7 MI ESE FROM MESA.
 DU1402'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1402'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR ABOUT
 DU1402'1.4 MILES TO FLOSSMOOR.  STATION IS SET LEVEL WITH THE ROAD SURFACE IN
 DU1402'THE INTERSECTION OF POWERS ROAD AND FLOSSMOOR.  SECTION 30, T 1N, R
 DU1402'7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0511 ***********************************************************************
 ER0511  DESIGNATION -  FLOY
 ER0511  PID         -  ER0511
 ER0511  STATE/COUNTY-  AZ/APACHE
 ER0511  USGS QUAD   -  VERNON (1971)
 ER0511
 ER0511                         *CURRENT SURVEY CONTROL
 ER0511  ___________________________________________________________________
 ER0511* NAD 83(1992)-  34 20 17.36902(N)    109 44 09.34485(W)     ADJUSTED  
 ER0511* NAVD 88     -      1969.8    (meters)    6463.     (feet)  VERTCON   
 ER0511  ___________________________________________________________________
 ER0511  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 ER0511  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0511
 ER0511  HORZ ORDER  -  SECOND
 ER0511
 ER0511.The horizontal coordinates were established by classical geodetic methods
 ER0511.and adjusted by the National Geodetic Survey in August 1993..
 ER0511
 ER0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0511
 ER0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0511
 ER0511.The geoid height was determined by GEOID03.
 ER0511
 ER0511;                    North         East     Units Scale Factor Converg.
 ER0511;SPC AZ E     -   370,244.464   252,991.391   MT  0.99991935   +0 14 34.7
 ER0511;SPC AZ E     - 1,214,712.81    830,024.25   iFT  0.99991935   +0 14 34.7
 ER0511;UTM  12      - 3,800,374.872   616,273.062   MT  0.99976664   +0 42 47.2
 ER0511
 ER0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0511!SPC AZ E     -   0.99969454  x   0.99991935  =   0.99961391
 ER0511!UTM  12      -   0.99969454  x   0.99976664  =   0.99946125
 ER0511
 ER0511|---------------------------------------------------------------------|
 ER0511| PID    Reference Object                     Distance      Geod. Az  |
 ER0511|                                                           dddmmss.s |
 ER0511| CD2893 FLOY RM 2                            12.098 METERS 04729     |
 ER0511| ER0533 ORT                                 APPROX. 4.7 KM 2265533.1 |
 ER0511| CD2892 FLOY RM 1                            11.812 METERS 22816     |
 ER0511|---------------------------------------------------------------------|
 ER0511
 ER0511                          SUPERSEDED SURVEY CONTROL
 ER0511
 ER0511  NAD 83(1986)-  34 20 17.36678(N)    109 44 09.35248(W) AD(       ) 2
 ER0511  NAD 27      -  34 20 17.22548(N)    109 44 06.97060(W) AD(       ) 2
 ER0511  NGVD 29 (07/19/86) 1968.9    (m)         6460.     (f) VERT ANG       
 ER0511
 ER0511.Superseded values are not recommended for survey control.
 ER0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0511.See file dsdata.txt to determine how the superseded data were derived.
 ER0511
 ER0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1627300375(NAD 83)
 ER0511_MARKER: DD = SURVEY DISK
 ER0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0511+STABILITY: SURFACE MOTION
 ER0511
 ER0511  HISTORY     - Date     Condition        Report By
 ER0511  HISTORY     - 1979     MONUMENTED       AZDT
 ER0511
 ER0511                          STATION DESCRIPTION
 ER0511
 ER0511'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0511'THE STATION IS LOCATED ALONG ARIZONA HGIHWAY 61, 12 1/2 MILES SOUTH
 ER0511'WEST OF CONCHO.
 ER0511'
 ER0511'THE STATION MARK IS AN ADOT DISK STAMPED---FLOY 1979---IT IS SET IN
 ER0511'TOP OF A 10 INCH CONCRETE MONUMENT, NEAR A WITNESS POST.
 ER0511'
 ER0511'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FLOY RM 1 1979---IT IS SET
 ER0511'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0511'
 ER0511'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FLOY RM 2 1979---IT IS SET
 ER0511'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0511'
 ER0511'TO REACH THE STATION FROM SHOW LOW, TRAVEL EAST ABOUT 12 MILES ALONG
 ER0511'U.S. HIGHWAY 60 TO THE JUNCTION WITH SR 61.  TRAVEL NE ALONG SR 61 TO
 ER0511'MILE POST 359.90 AND STATION ON THE RIGHT, 73 FEET SOUTH OF SR 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0893 ***********************************************************************
 FR0893  DESIGNATION -  FLOYD
 FR0893  PID         -  FR0893
 FR0893  STATE/COUNTY-  AZ/COCONINO
 FR0893  USGS QUAD   -  MOUNT FLOYD (1973)
 FR0893
 FR0893                         *CURRENT SURVEY CONTROL
 FR0893  ___________________________________________________________________
 FR0893* NAD 83(1992)-  35 23 33.82026(N)    112 43 26.97892(W)     ADJUSTED  
 FR0893* NAVD 88     -      2270.3    (meters)    7448.     (feet)  VERTCON   
 FR0893  ___________________________________________________________________
 FR0893  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FR0893  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 FR0893
 FR0893  HORZ ORDER  -  FIRST
 FR0893
 FR0893.The horizontal coordinates were established by classical geodetic methods
 FR0893.and adjusted by the National Geodetic Survey in August 1993..
 FR0893
 FR0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0893
 FR0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0893
 FR0893.The geoid height was determined by GEOID03.
 FR0893
 FR0893;                    North         East     Units Scale Factor Converg.
 FR0893;SPC AZ C     -   487,440.119   140,005.801   MT  0.99996629   -0 28 03.7
 FR0893;SPC AZ C     - 1,599,212.99    459,336.62   iFT  0.99996629   -0 28 03.7
 FR0893;UTM  12      - 3,917,961.288   343,415.044   MT  0.99990216   -0 59 55.7
 FR0893
 FR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0893!SPC AZ C     -   0.99964768  x   0.99996629  =   0.99961399
 FR0893!UTM  12      -   0.99964768  x   0.99990216  =   0.99954988
 FR0893
 FR0893|---------------------------------------------------------------------|
 FR0893| PID    Reference Object                     Distance      Geod. Az  |
 FR0893|                                                           dddmmss.s |
 FR0893| CH2296 FLOYD RM 1                            5.866 METERS 09842     |
 FR0893| FR0895 SOUTH BUTTE                         APPROX.33.0 KM 1691646.0 |
 FR0893| CH2295 FLOYD AZ MK                                        2001101.1 |
 FR0893| FR0894 FLOYD                                16.500 METERS 29133     |
 FR0893| CH2297 FLOYD RM 2                           10.958 METERS 32705     |
 FR0893|---------------------------------------------------------------------|
 FR0893
 FR0893                          SUPERSEDED SURVEY CONTROL
 FR0893
 FR0893  NAD 83(1986)-  35 23 33.82034(N)    112 43 26.97595(W) AD(       ) 1
 FR0893  NAD 27      -  35 23 33.81000(N)    112 43 24.34100(W) AD(       ) 1
 FR0893  NGVD 29 (07/19/86) 2269.3    (m)         7445.     (f) VERT ANG       
 FR0893
 FR0893.Superseded values are not recommended for survey control.
 FR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0893.See file dsdata.txt to determine how the superseded data were derived.
 FR0893
 FR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4341517961(NAD 83)
 FR0893_MARKER: DS = TRIANGULATION STATION DISK
 FR0893_SETTING: 66 = SET IN ROCK OUTCROP
 FR0893
 FR0893  HISTORY     - Date     Condition        Report By
 FR0893  HISTORY     - 1920     MONUMENTED       CGS
 FR0893  HISTORY     - 1934     GOOD             CGS
 FR0893  HISTORY     - 1955     GOOD             CGS
 FR0893  HISTORY     - 1958     GOOD             CGS
 FR0893  HISTORY     - 1962     GOOD             CGS
 FR0893  HISTORY     - 1972     GOOD             NGS
 FR0893  HISTORY     - 1973     GOOD             NGS
 FR0893
 FR0893                          STATION DESCRIPTION
 FR0893
 FR0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FR0893'STATION IS LOCATED ON FLOYD PEAK WHICH IS ABOUT 10 MI. AIRLINE
 FR0893'NE OF SELIGMAN, AND 20 M. S OF A LARGE ROCK CAIRN ON THE
 FR0893'PEAK.  TRUCKS CAN BE DRIVEN TO WITHIN ABOUT 1-1/2 MI. OF
 FR0893'THE STATION ON THE SE SIDE OF THE MOUNTAIN.
 FR0893'
 FR0893'TO REACH, TAKE A ROAD FROM SELIGMAN TO CROCKTON AND THERE
 FR0893'FOLLOW A ROAD FOR ABOUT 3/4 MI. E, AND THEN KEEPING TO THE
 FR0893'MAIN ROAD UNTIL ABOUT SE OF THE MOUNTAIN.  HERE TAKE THE
 FR0893'FIRST LEFTHAND ROAD AND FOLLOW IT PAST A TANK AS FAR AS TRUCKS
 FR0893'CAN BE DRIVEN.  MARK IS A STANDARD DISK, SET IN A DRILL HOLE
 FR0893'IN OUTCROPPING BEDROCK.  THERE IS NO UNDERGROUND MARK.
 FR0893
 FR0893                          STATION RECOVERY (1934)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0893'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  BEST REACHED
 FR0893'FROM THE W END OF ASHFORK AT AL SMITHS GAS STATION, BY GOING
 FR0893'W ON U.S. HIGHWAY 66 FOR 13.2 MI., TURN RIGHT OFF THE PAVEMENT
 FR0893'GOING THROUGH A GATE AND GO 1.1 MI. TO A GATE ON THE S SIDE
 FR0893'OF THE RAILROAD TRACKS, GO THROUGH THE GATE, CROSS THE TRACKS
 FR0893'AND THROUGH THE N GATE.  TURN RIGHT AND GO 1.1 MI. ON A
 FR0893'MAIN-TRAVELED ROAD TO A GATE, PASS THROUGH THE GATE AND GO
 FR0893'5.6 MI. ON A MAIN-TRAVELED ROAD TO AN OLD FENCE LINE AND GATE.
 FR0893'(IN THE LAST MILEAGE THERE ARE A NUMBER OF ROADS FORKING
 FR0893'RIGHT AND LEFT, KEEP STRAIGHT AHEAD.) PASS THROUGH THE
 FR0893'GATE, AND GO 0.1 MI. TO AN OLD LOG CABIN ON THE LEFT AND
 FR0893'TANK ON THE RIGHT.  GO 0.1 MI. CROSSING A WASH TO A
 FR0893'POLE CORRAL, GO 2.3 MI. TO A GATE, PASS THROUGH THE GATE
 FR0893'AND GO 0.3 MI., TURN LEFT INTO A FENCED-IN LANE AND
 FR0893'CONTINUE TO A RANCHHOUSE.  INFORMATION CAN BE HAD HERE AS TO
 FR0893'THE EASIEST WAY TO THE STATION.
 FR0893
 FR0893                          STATION RECOVERY (1955)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0893'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 FR0893'A REVISED DESCRIPTION FOLLOWS--
 FR0893'
 FR0893'TO REACH FROM THE W END OF ASHFORK, GO W ON U.S. HIGHWAY 66
 FR0893'FOR 13.2 MI. TO A SIGN CROOKTON.  TURN RIGHT ON A GRADED ROAD
 FR0893'AND GO N FOR 1.1 MI. TO THE RAILROAD TRACKS, CROSS THE TRACKS
 FR0893'PASSING THROUGH TWO GATES.  TAKE THE RIGHT FORK AND GO E AND
 FR0893'N FOR 4.7 MI. TO A FORK, TAKE THE RIGHT FORK FOR 2.7 MI. TO
 FR0893'ANOTHER FORK, TAKE THE LEFT FORK FOR 1.1 MI. TO A WASH AND AN
 FR0893'EARTH TANK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.75
 FR0893'MI., TURN LEFT OFF THE ROAD AND DRIVE S TOWARD THE PEAK.
 FR0893'TRUCK CAN BE DRIVEN TO WITHIN 1 MI. OF THE BASE OF THE
 FR0893'PEAK.  FROM HERE, PACK TO THE TOP OF THE HIGHEST PEAK AND THE
 FR0893'STATION, A TWO-HOUR PACK.
 FR0893'
 FR0893'THE STATION IS A STANDARD DISK, NOT STAMPED AND SET IN A DRILL
 FR0893'HOLE IN ROCK.  IT IS ABOUT 5 FT. LOWER THAN THE HIGHEST PART
 FR0893'OF THE PEAK.
 FR0893'
 FR0893'THE REFERENCE MARK IS SW OF THE STATION, AND IS A UNITED
 FR0893'STATES GEOLOGICAL SURVEY DISK, SET IN A DRILL HOLE IN ROCK.
 FR0893
 FR0893                          STATION RECOVERY (1958)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0893'THE STATION MARK WAS RECOVERED AS DESCRIBED.  TWO NEW REFERENCE
 FR0893'MARKS WERE ESTABLISHED AND A USGS TRIANGULATION STATION DISK
 FR0893'WAS USED AS REFERENCE MARK NUMBER 3.
 FR0893'
 FR0893'FOLLOWING IS A NEW DESCRIPTION.
 FR0893'
 FR0893'THE STATION IS LOCATED ON THE TOP OF FLOYD PEAK, 18 MILES
 FR0893'NORTHWEST OF WILLIAMS, 10 MILES NORTHEAST OF SLEIGMAN AND
 FR0893'7 MILES NORTH OF U.S. HIGHWAY 66.
 FR0893'
 FR0893'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0893'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND SIGN
 FR0893'PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES TO A
 FR0893'GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST ON THE
 FR0893'HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON THE
 FR0893'HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, NORTH,
 FR0893'PASSING THROUGH A METAL GATE TO A FORK, TAKE THE LEFT FORK AND
 FR0893'FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2 MILES TO A METAL GATE,
 FR0893'PASS THROUGH THE GATE AND GO 4.5 MILES TO A FORK, TAKE THE
 FR0893'LEFT FORK AND GO 1.1 MILES UP A VERY STEEP GRADE TO A SMALL
 FR0893'YELLOW AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FR0893'AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH HILL TO
 FR0893'A SADDLE BETWEEN TWO MOUNTAINS, AND THE AZIMUTH MARK IN
 FR0893'THE CENTER OF THE SADDLE (10 MINUTES).  FROM HERE PACK
 FR0893'NORTH KEEPING TO THE RIGHT OF THE MOUNTAIN ON THE LEFT
 FR0893'AND GO DOWNHILL FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE
 FR0893'BETWEEN TWO MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP
 FR0893'HILL TO THE HIGHEST POINT AND THE STATION.  A 1 HOUR AND 30
 FR0893'MINUTE PACK.
 FR0893'
 FR0893'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0893'IN BEDROCK AND BEARS NO STAMPING.  IT IS 64 FEET EAST OF A LARGE
 FR0893'CAIRN AND ABOUT 4 FEET BELOW THE HIGHEST POINT OF THE MOUNTAIN.
 FR0893'
 FR0893'REFERENCE MARK NO. 1, STAMPED FLOYD NO 1 1920 1958, IS A
 FR0893'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS
 FR0893'85 FEET EAST OF THE LARGE CAIRN AND ABOUT 3 FEET BELOW THE
 FR0893'ELEVATION OF THE STATION.
 FR0893'
 FR0893'REFERENCE MARK NO. 2, STAMPED FLOYD NO 2 1920 1958, IS A
 FR0893'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FR0893'PROJECTS 3 FEET.  IT IS 35 FEET NORTHEAST OF THE LARGE CAIRN
 FR0893'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 FR0893'
 FR0893'REFERENCE MARK NO. 3, IS A STANDARD USGS TRIANGULATION STATION
 FR0893'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND BEARS NO STAMPING.
 FR0893'IT IS 10 FEET EAST OF THE CAIRN AND 4 FEET ABOVE THE ELEVATION
 FR0893'OF THE STATION.
 FR0893'
 FR0893'THE AZIMUTH MARK, STAMPED FLOYD 1920 1958, IS A STANDARD DISK
 FR0893'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FR0893'IT IS LOCATED IN THE FIRST SADDLE MENTIONED ABOVE, 25 FEET
 FR0893'EAST OF THE LOWEST POINT OF THE SADDLE AND 4 FEET NORTH OF
 FR0893'A CAIRN.
 FR0893
 FR0893                          STATION RECOVERY (1962)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0893'STATION WAS RECOVERED AS DESCRIBED IN 1958 RECOVERY NOTE AND
 FR0893'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 FR0893'WAS FOUND IN THE DIRECTION TO U.S.G.S. TRIANGULATION STATION,
 FR0893'A SECOND SET OF OBSERVATIONS WERE TAKEN AND THE RESULTS
 FR0893'MEANED.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO
 FR0893'REFERENCE MARKS.  ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW
 FR0893'TO REACH FOLLOWS--
 FR0893'
 FR0893'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0893'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND
 FR0893'SIGN PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES
 FR0893'TO A GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST
 FR0893'ON THE HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON
 FR0893'THE HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 FR0893'PASSING THROUGH A METAL GATE AND GO NORTH TO A FORK, TAKE
 FR0893'THE LEFT FORK AND FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2
 FR0893'MILES TO A METAL GATE, PASS THROUGH THE GATE AND GO 4.45
 FR0893'MILES TO A FORK, TAKE RIGHT UP HILL FOR 0.9 MILE TO A
 FR0893'TELEVISION RELAY STATION, TAKE SHARP RIGHT JUST BEFORE
 FR0893'REACHING RELAY STATION AND GO UP HILL FOR 0.6 MILE TO END
 FR0893'OF TRUCK TRAVEL AT ABANDON BOSTER STATION.  FROM HERE PACK
 FR0893'NORTH AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH
 FR0893'HILL TO A SADDLE BETWEEN TWO MOUNTAINS.  (AZIMUTH MARK IS
 FR0893'LOCATED IN THE CENTER OF THE SADDLE AND IS ABOUT 10 MINUTE
 FR0893'PACK FROM END OF TRUCK TRAVEL).  FROM HERE PACK NORTH KEEPING
 FR0893'TO THE RIGHT OF THE MOUNTAIN ON THE LEFT AND GO DOWNHILL
 FR0893'FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE BETWEEN TWO
 FR0893'LARGE MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP HILL TO
 FR0893'THE HIGHEST POINT AND THE STATION.  (A 1 HOUR AND 30
 FR0893'MINUTE PACK).
 FR0893'
 FR0893'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARKS ARE AS DESCRIBED.
 FR0893'
 FR0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0893
 FR0893                          STATION RECOVERY (1972)
 FR0893
 FR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EHT)
 FR0893'GENERAL LOCATION - 10 MILES NE OF SELIGMAN.
 FR0893'
 FR0893'TO REACH - AS DESCRIBED.
 FR0893'
 FR0893'STATION MARK - USGS BRASS DISK (NOT STAMPED).
 FR0893'
 FR0893'REFERENCE MARKS - GOOD.
 FR0893'
 FR0893'AZIMUTH MARK - NONE.
 FR0893
 FR0893                          STATION RECOVERY (1973)
 FR0893
 FR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FR0893'DISTANCES BETWEEN REFERENCE MARKS NOT MEASURED.
 FR0893'
 FR0893'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 35 112
 FR0893'3 STATION 1003.
 FR0893'
 FR0893'ALL MARKS IN GOOD CONDITION.
 FR0893'
 FR0893'NOTE--RM 3 IS USGS TRIANGULATION STATION FLOYD (UNSTAMPED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0894 ***********************************************************************
 FR0894  DESIGNATION -  FLOYD
 FR0894  PID         -  FR0894
 FR0894  STATE/COUNTY-  AZ/COCONINO
 FR0894  USGS QUAD   -  MOUNT FLOYD (1973)
 FR0894
 FR0894                         *CURRENT SURVEY CONTROL
 FR0894  ___________________________________________________________________
 FR0894* NAD 83(1992)-  35 23 34.01688(N)    112 43 27.58707(W)     ADJUSTED  
 FR0894* NAVD 88     -      2271.5    (meters)    7452.     (feet)  VERTCON   
 FR0894  ___________________________________________________________________
 FR0894  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FR0894  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 FR0894
 FR0894  HORZ ORDER  -  SECOND
 FR0894
 FR0894.The horizontal coordinates were established by classical geodetic methods
 FR0894.and adjusted by the National Geodetic Survey in August 1993..
 FR0894
 FR0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0894
 FR0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0894
 FR0894.The geoid height was determined by GEOID03.
 FR0894
 FR0894;                    North         East     Units Scale Factor Converg.
 FR0894;SPC AZ C     -   487,446.304   139,990.504   MT  0.99996632   -0 28 04.1
 FR0894;SPC AZ C     - 1,599,233.28    459,286.43   iFT  0.99996632   -0 28 04.1
 FR0894;UTM  12      - 3,917,967.614   343,399.806   MT  0.99990222   -0 59 56.0
 FR0894
 FR0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0894!SPC AZ C     -   0.99964750  x   0.99996632  =   0.99961383
 FR0894!UTM  12      -   0.99964750  x   0.99990222  =   0.99954975
 FR0894
 FR0894:                Primary Azimuth Mark                     Grid Az
 FR0894:SPC AZ C     -  PICACHO                                  185 13 40.4
 FR0894:UTM  12      -  PICACHO                                  185 45 32.3
 FR0894
 FR0894|---------------------------------------------------------------------|
 FR0894| PID    Reference Object                     Distance      Geod. Az  |
 FR0894|                                                           dddmmss.s |
 FR0894| FR0896 PICACHO                             APPROX.18.1 KM 1844536.3 |
 FR0894|---------------------------------------------------------------------|
 FR0894
 FR0894                          SUPERSEDED SURVEY CONTROL
 FR0894
 FR0894  NAD 83(1986)-  35 23 34.01698(N)    112 43 27.58415(W) AD(       ) 2
 FR0894  NAD 27      -  35 23 34.00664(N)    112 43 24.94922(W) AD(       ) 2
 FR0894  NGVD 29 (07/19/86) 2270.5    (m)         7449.     (f) VERT ANG       
 FR0894
 FR0894.Superseded values are not recommended for survey control.
 FR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0894.See file dsdata.txt to determine how the superseded data were derived.
 FR0894
 FR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4340017968(NAD 83)
 FR0894_MARKER: DS = TRIANGULATION STATION DISK
 FR0894_SETTING: 80 = SET IN A BOULDER
 FR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0894+STABILITY: SURFACE MOTION
 FR0894
 FR0894  HISTORY     - Date     Condition        Report By
 FR0894  HISTORY     - 1902     MONUMENTED       USGS
 FR0894  HISTORY     - 1903     GOOD             USGS
 FR0894  HISTORY     - 1958     GOOD             USGS
 FR0894  HISTORY     - 1962     GOOD             CGS
 FR0894
 FR0894                          STATION DESCRIPTION
 FR0894
 FR0894'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FR0894'LOCATED 10 MI NE. OF SELIGMAN.  ON HIGHEST POINT OF FLOYD PEAK.
 FR0894'
 FR0894'TO REACH FROM SELIGMAN OR ASH FORK, TAKE WAGON RD. TO NORTH FOOT
 FR0894'OF MOUNTAIN.  THEN SADDLE HORSES TO WITHIN 300 FT. OF SUMMIT.
 FR0894'
 FR0894'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN LARGE
 FR0894'BOULDER.
 FR0894'
 FR0894'RM--CAIRN 8-FT. BASE AND 10 FT. HIGH BUILT BY POWELL SURVEY IN
 FR0894'1872.
 FR0894
 FR0894                          STATION RECOVERY (1903)
 FR0894
 FR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 FR0894'RECOVERED IN GOOD CONDITION.
 FR0894
 FR0894                          STATION RECOVERY (1958)
 FR0894
 FR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FR0894'TO REACH STATION FLOYD FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0894'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND SIGN
 FR0894'PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES TO A
 FR0894'GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST ON THE
 FR0894'HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON THE
 FR0894'HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, NORTH,
 FR0894'PASSING THROUGH A METAL GATE TO A FORK, TAKE THE LEFT FORK AND
 FR0894'FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2 MILES TO A METAL GATE,
 FR0894'PASS THROUGH THE GATE AND GO 4.5 MILES TO A FORK, TAKE THE
 FR0894'LEFT FORK AND GO 1.1 MILES UP A VERY STEEP GRADE TO A SMALL
 FR0894'YELLOW AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FR0894'AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH HILL TO
 FR0894'A SADDLE BETWEEN TWO MOUNTAINS.
 FR0894'FROM HERE PACK NORTH KEEPING TO THE RIGHT OF THE MOUNTAIN ON THE LEFT
 FR0894'AND GO DOWNHILL FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE
 FR0894'BETWEEN TWO MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP
 FR0894'HILL TO THE HIGHEST POINT AND STATION FLOYD.  A 1 HOUR AND 30
 FR0894'MINUTE PACK.
 FR0894'
 FR0894'THE STATION MARK IS A STANDARD USGS TRIANGULATION STATION
 FR0894'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND BEARS NO STAMPING.
 FR0894'IT IS 10 FEET EAST OF THE CAIRN AND 4 FEET ABOVE THE ELEVATION
 FR0894'OF THE STATION.
 FR0894
 FR0894                          STATION RECOVERY (1962)
 FR0894
 FR0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0894'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2242 ***********************************************************************
 DU2242  DESIGNATION -  FLUME
 DU2242  PID         -  DU2242
 DU2242  STATE/COUNTY-  AZ/MARICOPA
 DU2242  USGS QUAD   -  BUCKHORN (1982)
 DU2242
 DU2242                         *CURRENT SURVEY CONTROL
 DU2242  ___________________________________________________________________
 DU2242* NAD 83(1992)-  33 28 34.70211(N)    111 44 59.95487(W)     ADJUSTED  
 DU2242* NAVD 88     -       413.1    (meters)    1355.     (feet)  VERTCON   
 DU2242  ___________________________________________________________________
 DU2242  X           -  -1,973,528.476 (meters)                     COMP
 DU2242  Y           -  -4,946,691.339 (meters)                     COMP
 DU2242  Z           -   3,498,354.336 (meters)                     COMP
 DU2242  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DU2242  ELLIP HEIGHT-         383.92  (meters)          (06/11/02) GPS OBS
 DU2242  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2242
 DU2242  HORZ ORDER  -  FIRST
 DU2242  ELLP ORDER  -  FOURTH    CLASS II
 DU2242
 DU2242.The horizontal coordinates were established by GPS observations
 DU2242.and adjusted by the National Geodetic Survey in August 1993..
 DU2242
 DU2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2242
 DU2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2242
 DU2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2242
 DU2242.The ellipsoidal height was determined by GPS observations
 DU2242.and is referenced to NAD 83.
 DU2242
 DU2242.The geoid height was determined by GEOID03.
 DU2242
 DU2242;                    North         East     Units Scale Factor Converg.
 DU2242;SPC AZ C     -   274,585.186   228,850.933   MT  0.99990296   +0 05 31.0
 DU2242;SPC AZ C     -   900,870.03    750,823.27   iFT  0.99990296   +0 05 31.0
 DU2242;UTM  12      - 3,704,343.881   430,317.375   MT  0.99965986   -0 24 49.3
 DU2242
 DU2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2242!SPC AZ C     -   0.99993973  x   0.99990296  =   0.99984270
 DU2242!UTM  12      -   0.99993973  x   0.99965986  =   0.99959961
 DU2242
 DU2242                          SUPERSEDED SURVEY CONTROL
 DU2242
 DU2242  ELLIP H (08/23/93)  383.99   (m)                       GP(       ) 4 2
 DU2242  NAD 83(1986)-  33 28 34.69440(N)    111 44 59.95935(W) AD(       ) 1
 DU2242  NGVD 29 (09/11/89)  412.6    (m)         1354.     (f) GPS OBS        
 DU2242
 DU2242.Superseded values are not recommended for survey control.
 DU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2242.See file dsdata.txt to determine how the superseded data were derived.
 DU2242
 DU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3031704344(NAD 83)
 DU2242_MARKER: DD = SURVEY DISK
 DU2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2242+STABILITY: SURFACE MOTION
 DU2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2242+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2242
 DU2242  HISTORY     - Date     Condition        Report By
 DU2242  HISTORY     - 1986     MONUMENTED       AZDT
 DU2242
 DU2242                          STATION DESCRIPTION
 DU2242
 DU2242'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2242'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF THE CITY
 DU2242'OF MESA, ARIZONA.
 DU2242'
 DU2242'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2242'VAL VISTA DRIVE, GO NORTH ON VAL VISTA DRIVE FOR 1.54 KM (0.95 MI)
 DU2242'TO THE INTERSECTION OF MCDOWELL ROAD AND VAL VISTA DRIVE.  CONTINUE
 DU2242'NORTH ON VAL VISTA DRIVE FOR 0.97 KM (0.6 MI) TO A BLADED ROAD ON THE
 DU2242'RIGHT.  TURN RIGHT ALONG THE SOUTH SIDE OF THE CANAL FOR 0.16 KM
 DU2242'(0.1 MI) AND CONTINUE ON THE ROAD FOR ANOTHER 0.16 KM (0.1 MI) TO
 DU2242'THE TOP OF A HILL AND THE STATION ON THE LEFT.
 DU2242'
 DU2242'THE STATION IS A STANDARD AGS DISK
 DU2242'STAMPED---FLUME 1986---,
 DU2242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2242'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DU2242'1.46 METERS (4.8 FT) NORTHEAST FROM A WITNESS POST AND SIGN,
 DU2242'2.8 METERS (9.2 FT) NORTH-NORTHWEST FROM AN UNSTAMPED B.M. WITH A
 DU2242'BRASS CAP,
 DU2242'9.1 METERS (30 FT) EAST FROM A FENCE CORNER,
 DU2242'0.3 METERS (1.0 FT) NORTH FROM THE NORTHWEST CORNER OF A CONCRETE
 DU2242'SLAB AT THE CANAL HEAD GATE.
 DU2242'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2242'STAMPED---FLUME 1986---,
 DU2242'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0570 ***********************************************************************
 FP0570  DESIGNATION -  FLUTED ROCK
 FP0570  PID         -  FP0570
 FP0570  STATE/COUNTY-  AZ/APACHE
 FP0570  USGS QUAD   -  SAWMILL (1982)
 FP0570
 FP0570                         *CURRENT SURVEY CONTROL
 FP0570  ___________________________________________________________________
 FP0570* NAD 83(1992)-  35 53 10.00745(N)    109 14 57.07296(W)     ADJUSTED  
 FP0570* NAVD 88     -      2532.32   (+/-2cm)    8308.1    (feet)  VERTCON   
 FP0570  ___________________________________________________________________
 FP0570  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FP0570  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 FP0570
 FP0570  HORZ ORDER  -  FIRST
 FP0570  VERT ORDER  -  THIRD ? (See Below)
 FP0570
 FP0570.The horizontal coordinates were established by classical geodetic methods
 FP0570.and adjusted by the National Geodetic Survey in August 1993..
 FP0570
 FP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0570.The vertical order pertains to the NGVD 29 superseded value.
 FP0570
 FP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0570
 FP0570.The geoid height was determined by GEOID03.
 FP0570
 FP0570;                    North         East     Units Scale Factor Converg.
 FP0570;SPC AZ E     -   542,266.289   296,194.966   MT  0.99998452   +0 32 16.2
 FP0570;SPC AZ E     - 1,779,088.87    971,768.26   iFT  0.99998452   +0 32 16.2
 FP0570;UTM  12      - 3,972,732.446   658,030.949   MT  0.99990774   +1 01 35.4
 FP0570
 FP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0570!SPC AZ E     -   0.99960585  x   0.99998452  =   0.99959038
 FP0570!UTM  12      -   0.99960585  x   0.99990774  =   0.99951363
 FP0570
 FP0570:                Primary Azimuth Mark                     Grid Az
 FP0570:SPC AZ E     -  FLUTED ROCK AZ MK                        122 14 31.9
 FP0570:UTM  12      -  FLUTED ROCK AZ MK                        121 45 12.7
 FP0570
 FP0570|---------------------------------------------------------------------|
 FP0570| PID    Reference Object                     Distance      Geod. Az  |
 FP0570|                                                           dddmmss.s |
 FP0570| CD3425 FLUTED ROCK AZ MK                                  1224648.1 |
 FP0570| CD3427 FLUTED ROCK RM 2                     14.386 METERS 13002     |
 FP0570| CD3426 FLUTED ROCK RM 1                     12.515 METERS 21207     |
 FP0570|---------------------------------------------------------------------|
 FP0570
 FP0570                          SUPERSEDED SURVEY CONTROL
 FP0570
 FP0570  NAD 83(1986)-  35 53 10.00872(N)    109 14 57.07267(W) AD(       ) 1
 FP0570  NAD 27      -  35 53 09.97100(N)    109 14 54.71200(W) AD(       ) 1
 FP0570  NGVD 29 (07/19/86) 2531.18   (m)         8304.4    (f) LEVELING    3  
 FP0570
 FP0570.Superseded values are not recommended for survey control.
 FP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0570.See file dsdata.txt to determine how the superseded data were derived.
 FP0570
 FP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5803172732(NAD 83)
 FP0570_MARKER: DS = TRIANGULATION STATION DISK
 FP0570_SETTING: 66 = SET IN ROCK OUTCROP
 FP0570
 FP0570  HISTORY     - Date     Condition        Report By
 FP0570  HISTORY     - 1951     MONUMENTED       CGS
 FP0570  HISTORY     - 1951     GOOD             CGS
 FP0570  HISTORY     - 1968     GOOD             CGS
 FP0570
 FP0570                          STATION DESCRIPTION
 FP0570
 FP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0570'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTHWEST OF FORT
 FP0570'DEFIANCE, 5 MILES WEST SOUTHWEST OF THE SAWMILL TRADING POST,
 FP0570'ON A LARGE ROCKY HILL CALLED FLUTED ROCK.  IT IS THE MOST
 FP0570'PROMINENT HILL IN THE VICINITY.  A U.S. FOREST SERVICE LOOKOUT
 FP0570'TOWER STANDS DIRECTLY OVER THE STATION MARK.
 FP0570'
 FP0570'STATION MARK, STAMPED FLUTED ROCK LO 1937, IS A U.S. GEOLOGICAL
 FP0570'TRIANGULATION BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 FP0570'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS DIRECTLY
 FP0570'UNDER THE CENTER OF THE LOOKOUT TOWER.
 FP0570'
 FP0570'REFERENCE MARK NUMBER 1, STAMPED FLUTED ROCK NO 1, IS A STANDARD
 FP0570'USGS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FP0570'BEDROCK THAT IS FLUSH WITH THE GROUND AND 18 INCHES LOWER IN
 FP0570'ELEVATION THAN THE STATION.
 FP0570'
 FP0570'REFERENCE MARK NUMBER 2, STAMPED FLUTED ROCK NO 2, IS A STANDARD
 FP0570'USGS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FP0570'BEDROCK THAT PROJECTS 18 INCHES ABOVE THE GROUND AND 30 INCHES
 FP0570'LOWER IN ELEVATION THAN THE STATION.
 FP0570'
 FP0570'AZIMUTH MARK, STAMPED FLUTED ROCK USGS 1951, IS A STANDARD USC
 FP0570'AND GS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A BURIED
 FP0570'BOULDER 8 INCHES SQUARE AND FLUSH WITH THE GROUND.  TO RACH FROM
 FP0570'THE SAWMILL TRADING POST, TAKE THE MAIN TRAVELED ROAD NORTH FOR
 FP0570'2.7 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO THE
 FP0570'AZIMUTH MARK ON THE RIGHT.  IT IS 19 FEET NORTH OF THE
 FP0570'CENTERLINE OF THE ROAD AND 40 FEET SOUTH SOUTHEAST OF AN 18 INCH
 FP0570'PINE TREE WITH A TRIANGLE BLAZE.
 FP0570'
 FP0570'FLUTED ROCK LOOKOUT TOWER IS A U.S. FOREST SERVICE STEEL TOWER
 FP0570'ABOUT 50 FEET IN HEIGHT WITH A 10 FOOT SQUARE HOUSE ON TOP.  IT IS
 FP0570'ON THE HIGHEST POINT OF THE HILL.
 FP0570'
 FP0570'TO REACH THE STATION FROM THE SAWMILL TRADING POST, GO NORTH
 FP0570'ON THE MAIN TRAVELED ROAD FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT
 FP0570'FORK AND GO 1.2 MILES ON THE MAIN TRAVELED ROAD TO A SIDE ROAD
 FP0570'LEFT AND A SIGN FLUTED ROCK LO TOWER.  TURN LEFT AND FOLLOW
 FP0570'THE SIGNS, UP HILL, FOR 0.7 MILE TO THE LOOKOUT TOWER AND
 FP0570'STATION.
 FP0570'
 FP0570'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FP0570
 FP0570                          STATION RECOVERY (1951)
 FP0570
 FP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0570'FLUTED ROCK LOOKOUT TOWER IS A U.S. FOREST SERVICE STEEL TOWER
 FP0570'ABOUT 50 FEET IN HEIGHT WITH A 10 FOOT SQUARE HOUSE ON TOP.  IT IS
 FP0570'ON THE HIGHEST POINT OF THE HILL.
 FP0570'
 FP0570'STATION FLUTED ROCK (USGS) IS DIRECTLY UNDER THE CENTER OF THE
 FP0570'LOOKOUT TOWER.
 FP0570'
 FP0570'IT IS, AIRLINE, ABOUT 2-1/2 MILES SOUTHWEST OF THE SAWMILL
 FP0570'TRADING POST AND 11 MILES NORTHWEST OF FT. DEFIANCE, AND ON A
 FP0570'HIGH, PROMINENT ROCKY HILL.
 FP0570
 FP0570                          STATION RECOVERY (1968)
 FP0570
 FP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 FP0570'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 FP0570'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FP0570'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FP0570'
 FP0570'TO REACH THE STATION FROM THE TRADING POST IN SAWMILL, GO SOUTH
 FP0570'ON THE MAIN GRADED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT AND
 FP0570'SIGN (FLUTED LAKE), TURN RIGHT AND GO SOUTHWEST ON MAIN GRADED
 FP0570'ROAD FOR 3.2 MILES TO A SIDE ROAD RIGHT AND SIGN (FLUTED ROCK),
 FP0570'TURN RIGHT AND GO NORTH AND EAST FOR 0.7 MILE TO HIGHEST POINT
 FP0570'OF FLUTED ROCK AND STATION LOCATED UNDER THE FLUTED ROCK
 FP0570'LOOKOUT TOWER.
 FP0570'
 FP0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.0 MILES
 FP0570'NORTHWEST OF FORT DEFIANCE, 5.0 MILES WEST-SOUTHWEST OF SAWMILL
 FP0570'AND LOCATED ATOP OF FLUTED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1345 ***********************************************************************
 DB1345  DESIGNATION -  FLY
 DB1345  PID         -  DB1345
 DB1345  STATE/COUNTY-  AZ/YUMA
 DB1345  USGS QUAD   -  YUMA EAST (1994)
 DB1345
 DB1345                         *CURRENT SURVEY CONTROL
 DB1345  ___________________________________________________________________
 DB1345* NAD 83(1992)-  32 40 08.72585(N)    114 36 19.10987(W)     ADJUSTED  
 DB1345* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 DB1345  ___________________________________________________________________
 DB1345  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DB1345  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DB1345
 DB1345  HORZ ORDER  -  SECOND
 DB1345
 DB1345.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB1345
 DB1345.The horizontal coordinates were established by classical geodetic methods
 DB1345.and adjusted by the National Geodetic Survey in August 1993..
 DB1345
 DB1345.The orthometric height was scaled from a topographic map.
 DB1345
 DB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1345
 DB1345.The geoid height was determined by GEOID03.
 DB1345
 DB1345;                    North         East     Units Scale Factor Converg.
 DB1345;SPC AZ W     -   185,386.251   133,135.743   MT  1.00001267   -0 27 42.1
 DB1345;SPC AZ W     -   608,222.61    436,797.06   iFT  1.00001267   -0 27 42.1
 DB1345;SPC CA 6     -   556,937.305 2,154,269.754   MT  1.00002098   +0 54 13.6
 DB1345;SPC CA 6     - 1,827,218.47  7,067,800.02   sFT  1.00002098   +0 54 13.6
 DB1345;UTM  11      - 3,617,137.263   724,560.938   MT  1.00022186   +1 17 35.4
 DB1345
 DB1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1345!SPC AZ W     -   0.99999595  x   1.00001267  =   1.00000862
 DB1345!SPC CA 6     -   0.99999595  x   1.00002098  =   1.00001693
 DB1345!UTM  11      -   0.99999595  x   1.00022186  =   1.00021781
 DB1345
 DB1345                          SUPERSEDED SURVEY CONTROL
 DB1345
 DB1345  NAD 83(1986)-  32 40 08.74610(N)    114 36 19.12784(W) AD(       ) 2
 DB1345  NAD 27      -  32 40 08.58000(N)    114 36 16.30000(W) AD(       ) 2
 DB1345
 DB1345.Superseded values are not recommended for survey control.
 DB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1345.See file dsdata.txt to determine how the superseded data were derived.
 DB1345
 DB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2456117137(NAD 83)
 DB1345_MARKER: DS = TRIANGULATION STATION DISK
 DB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1345+STABILITY: SURFACE MOTION
 DB1345
 DB1345  HISTORY     - Date     Condition        Report By
 DB1345  HISTORY     - 1934     MONUMENTED       CGS
 DB1345  HISTORY     - 1948     GOOD             CGS
 DB1345  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DB1345  HISTORY     - 1981     GOOD             NGS
 DB1345  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB1345
 DB1345                          STATION DESCRIPTION
 DB1345
 DB1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1345'THIS STATION WAS LOCATED AT THE YUMA FLY FIELD, FOR THE
 DB1345'PRIMARY PURPOSE OF PROVIDING AN AZIMUTH THAT COULD BE USED
 DB1345'FOR SWINGING AIRPLANES.  IT IS LOCATED APPROXIMATELY 20 YARDS
 DB1345'NE OF THE NE CORNER OF THE U.S. ARMY METEOROLOGICAL STATION
 DB1345'(BRICK BUILDING).  THE AZIMUTH IS TO STATION AMERICAN, THE
 DB1345'HIGHEST POINT IN THE MOUNTAINS A LITTLE W OF N, STATION
 DB1345'AMERICAN IS THE APPARENT HIGHEST POINT OF THE MOUNTAINS AND
 DB1345'IS THE RIGHT-HAND AND SHARPER OF THE TWO SUMMITS IN THE RANGE.
 DB1345'SUPERINTENDENT OF THE FIELD IS ACQUAINTED WITH THE LOCATION
 DB1345'OF THE STATION WHICH WAS SO PLACED AS TO OFFER NO
 DB1345'INTERFERENCE WITH THE OPERATION OF THE FIELD, AND TO BE MOST
 DB1345'AVAILABLE FOR USE BY PILOTS.  THE FIELD IS OPERATED BY
 DB1345'YUMA COUNTY.
 DB1345'
 DB1345'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DB1345'DISKS SET IN CONCRETE.
 DB1345
 DB1345                          STATION RECOVERY (1948)
 DB1345
 DB1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 DB1345'STATION WAS RECOVERED IN GOOD CONDITION.  THE TOP OF THE
 DB1345'CONCRETE HAS BEEN SLIGHTLY CHIPPED BY VEHICLES BECAUSE THE
 DB1345'STATION IS NOW IN A DRIVEWAY AND PARKING AREA.  NO OTHER
 DB1345'MARKS WERE DESCRIBED FOR RECOVERY.
 DB1345'
 DB1345'FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD BE CHANGED
 DB1345'TO READ AS FOLLOWS--
 DB1345'
 DB1345'THIS STATION IS LOCATED APPROXIMATELY 3 MILES SSE FROM THE
 DB1345'CITY LIMITS OF YUMA, ON THE S SIDE OF U.S. HIGHWAY 80, NEAR
 DB1345'THE NW CORNER OF THE YUMA COUNTY AIRPORT.  IT IS LOCATED IN
 DB1345'THE GRAVEL DRIVEWAY AND PARKING AREA, 36.4 FEET NE OF THE
 DB1345'NE CORNER OF THE YUMA COUNTY AIRPORT CAFE, A WHITE PAINTED,
 DB1345'BRICK STRUCTURE, 110.0 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 DB1345'80, 86.4 FEET W OF A FENCE WHICH BORDERS THE E SIDE OF THE
 DB1345'AREA, AND 50 FEET N OF THE FENCE WHICH BORDERS THE S SIDE.
 DB1345'
 DB1345'STATION MARK IS A STANDARD DISK, STAMPED FLY 1934, AND SET
 DB1345'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DB1345
 DB1345                          STATION RECOVERY (1956)
 DB1345
 DB1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1345'MARK DESTROYED ABOUT DECEMBER 1955 WHEN A TRENCH WAS CUT FOR
 DB1345'UNDERGROUND CABLES.  NO DESCRIPTION FOR REFERENCE MARKS OR
 DB1345'AZIMUTH MARK.
 DB1345
 DB1345                          STATION RECOVERY (1981)
 DB1345
 DB1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DB1345'THE STATION, RM 1 AND RM 2 WERE FOUND AS DECRIBED.
 DB1345
 DB1345                          STATION RECOVERY (1996)
 DB1345
 DB1345'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB1345'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB1345'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0329 ***********************************************************************
 CF0329  DESIGNATION -  FLY PEAK LOOKOUT HOUSE
 CF0329  PID         -  CF0329
 CF0329  STATE/COUNTY-  AZ/COCHISE
 CF0329  USGS QUAD   -  CHIRICAHUA PEAK (1986)
 CF0329
 CF0329                         *CURRENT SURVEY CONTROL
 CF0329  ___________________________________________________________________
 CF0329* NAD 83(1992)-  31 52 22.99000(N)    109 17 00.61125(W)     ADJUSTED  
 CF0329* NAVD 88     -                                                        
 CF0329  ___________________________________________________________________
 CF0329  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CF0329  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CF0329
 CF0329  HORZ ORDER  -  THIRD
 CF0329
 CF0329.The horizontal coordinates were established by classical geodetic methods
 CF0329.and adjusted by the National Geodetic Survey in August 1993..
 CF0329
 CF0329
 CF0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0329
 CF0329.The geoid height was determined by GEOID03.
 CF0329
 CF0329;                    North         East     Units Scale Factor Converg.
 CF0329;SPC AZ E     -    97,131.877   296,920.794   MT  0.99998609   +0 27 58.9
 CF0329;SPC AZ E     -   318,674.14    974,149.59   iFT  0.99998609   +0 27 58.9
 CF0329;UTM  12      - 3,527,649.186   662,366.120   MT  0.99992514   +0 54 23.7
 CF0329
 CF0329                          SUPERSEDED SURVEY CONTROL
 CF0329
 CF0329  NAD 83(1986)-  31 52 22.98562(N)    109 17 00.60473(W) AD(       ) 4
 CF0329  NAD 27      -  31 52 22.66600(N)    109 16 58.45500(W) AD(       ) 3
 CF0329
 CF0329.Superseded values are not recommended for survey control.
 CF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0329.See file dsdata.txt to determine how the superseded data were derived.
 CF0329
 CF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6236627649(NAD 83)
 CF0329_MARKER: 57 = LOOKOUT TOWER
 CF0329
 CF0329  HISTORY     - Date     Condition        Report By
 CF0329  HISTORY     - 1935     FIRST OBSERVED   CGS
 CF0329  HISTORY     - 1957     GOOD             USGS
 CF0329
 CF0329                          STATION DESCRIPTION
 CF0329
 CF0329'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0329'PUBLISHED BUT NOT DESCRIBED BY NGS IN 1935 IN DESCRIPTION LIST 31
 CF0329'109 1, STATION 1014.  THAT POSITION WAS USED FOR THIS STATION.
 CF0329'
 CF0329'LOCATED ABOUT 15.0 MI W. OF RODEO, NM, 8.7 MI WSW. OF PORTAL.
 CF0329'ON HIGH TIMBERED TOP KNOWN LOCALLY AS FLY PEAK.
 CF0329'
 CF0329'TO REACH FROM PORTAL RANGER STATION ON CAVE CREEK, FOLLOW MAIN
 CF0329'RD. IN NORTHWESTERLY DIRECTION 10.0 MI TO ONION SADDLE.
 CF0329'TURN SHARPLY LEFT AT RUSTLER PARK SIGN .  FOLLOW MAIN RD. S.
 CF0329'2.2 MI TO FORKS.  KEEP LEFT FORK AND CONTINUE ON MAIN RD. TO
 CF0329'FS GUARD STATION IN RUSTLER PARK.  FROM THIS POINT THE FS
 CF0329'TRAIL TO FLY PEAK IS TO LEFT OF CORRALS AND RUNS IN SOUTHEASTERLY
 CF0329'DIRECTION.  ABOUT A 1-HOUR 50-MINUTE PACK.
 CF0329'
 CF0329'STATION MARK - - CENTER OF USFS STEEL LOT.
 CF0329'
 CF0329'NOTE-NGS STATION CHIRICAHUA IS ON THIS TOO BUT COULD NOT BE
 CF0329'FOUND.  THERE WAS 14 INCHES OF SNOW ON THE GROUND AND A
 CF0329'CONSIDERABLE AMOUNT OF TIME WAS SPENT IN REMOVING SNOW.
 CF0329'TWO OF THE THREE RMS WERE FOUND.  (BLAZED TREES)
 CF0329'
 CF0329'SIGNAL - - CENTER OF USFS STEEL LOT.
 CF0329'
 CF0329'SIGNAL DATA - - PEAK OF ROOF 68.9 FT. EAVES 67.2 FT. BASE OF
 CF0329'CABIN 59.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1157 ***********************************************************************
 CG1157  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1157  DESIGNATION -  FLYING
 CG1157  PID         -  CG1157
 CG1157  STATE/COUNTY-  AZ/COCHISE
 CG1157  USGS QUAD   -  HEREFORD (1983)
 CG1157
 CG1157                         *CURRENT SURVEY CONTROL
 CG1157  ___________________________________________________________________
 CG1157* NAD 83(1992)-  31 22 42.35361(N)    110 01 42.64748(W)     ADJUSTED  
 CG1157* NAVD 88     -      1357.50   (meters)    4453.7    (feet)  GPS OBS   
 CG1157  ___________________________________________________________________
 CG1157  X           -  -1,867,036.941 (meters)                     COMP
 CG1157  Y           -  -5,121,709.897 (meters)                     COMP
 CG1157  Z           -   3,302,479.034 (meters)                     COMP
 CG1157  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CG1157  ELLIP HEIGHT-        1329.67  (meters)          (08/22/05) GPS OBS
 CG1157  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG1157
 CG1157  HORZ ORDER  -  B
 CG1157  ELLP ORDER  -  FOURTH    CLASS II
 CG1157
 CG1157.The horizontal coordinates were established by GPS observations
 CG1157.and adjusted by the National Geodetic Survey in August 2005..
 CG1157
 CG1157.The orthometric height was determined by GPS observations and a
 CG1157.high-resolution geoid model using precise GPS observation and
 CG1157.processing techniques.
 CG1157
 CG1157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1157
 CG1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1157
 CG1157.The ellipsoidal height was determined by GPS observations
 CG1157.and is referenced to NAD 83.
 CG1157
 CG1157.The geoid height was determined by GEOID03.
 CG1157
 CG1157;                    North         East     Units Scale Factor Converg.
 CG1157;SPC AZ E     -    41,961.791   226,500.545   MT  0.99990213   +0 04 19.0
 CG1157;SPC AZ E     -   137,669.92    743,112.02   iFT  0.99990213   +0 04 19.0
 CG1157;UTM  12      - 3,471,950.696   592,377.788   MT  0.99970525   +0 30 21.2
 CG1157
 CG1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1157!SPC AZ E     -   0.99979125  x   0.99990213  =   0.99969340
 CG1157!UTM  12      -   0.99979125  x   0.99970525  =   0.99949656
 CG1157
 CG1157|---------------------------------------------------------------------|
 CG1157| PID    Reference Object                     Distance      Geod. Az  |
 CG1157|                                                           dddmmss.s |
 CG1157| CS5403 FLYING RM 1                          10.258 METERS 09903     |
 CG1157| CS5404 FLYING RM 2                          10.183 METERS 27745     |
 CG1157|---------------------------------------------------------------------|
 CG1157
 CG1157                          SUPERSEDED SURVEY CONTROL
 CG1157
 CG1157  NAD 83(1992)-  31 22 42.35640(N)    110 01 42.64943(W) AD(       ) 2
 CG1157  NAD 83(1986)-  31 22 42.34891(N)    110 01 42.63997(W) AD(       ) 2
 CG1157  NGVD 29 (03/13/91) 1356.59   (m)         4450.7    (f) LEVELING    3  
 CG1157
 CG1157.Superseded values are not recommended for survey control.
 CG1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1157.See file dsdata.txt to determine how the superseded data were derived.
 CG1157
 CG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9237871951(NAD 83)
 CG1157_MARKER: DS = TRIANGULATION STATION DISK
 CG1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1157_STAMPING: NONE
 CG1157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1157+STABILITY: SURFACE MOTION
 CG1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1157+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1157
 CG1157  HISTORY     - Date     Condition        Report By
 CG1157  HISTORY     - 1982     MONUMENTED       AZDT
 CG1157  HISTORY     - 20040429 GOOD             AZ-003
 CG1157
 CG1157                          STATION DESCRIPTION
 CG1157
 CG1157'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1157'THE STATION IS LOCATED 7-3/4 MILES SOUTHWEST OF BISBEE ALONG STATE
 CG1157'ROUTE 92.  IT IS JUST NORTH OF THE FLYING H RANCH.
 CG1157'
 CG1157'THE STATION MARK IS AN ADOT DISK STAMPED--- FLYING 1982--- IN TOP OF
 CG1157'A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE HIGHWAY AND 2
 CG1157'FEET NORTH OF THE RIGHT OF WAY FENCELINE AND WITNESS POST.
 CG1157'
 CG1157'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FLYING RM 1 1982---SET
 CG1157'IN TOP OF A CONCRETE MONUMENT.
 CG1157'
 CG1157'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FLYING RM 2 1982---SET
 CG1157'IN TOP OF A CONCRETE MONUMENT.
 CG1157'
 CG1157'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE TRAVEL SOUTHWEST
 CG1157'ALONG STATE ROUTE 92 FOR 6.45 MILE TO THE STATION ON THE LEFT.
 CG1157
 CG1157                          STATION RECOVERY (2004)
 CG1157
 CG1157'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1157'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0887 ***********************************************************************
 FR0887  DESIGNATION -  FOLEY
 FR0887  PID         -  FR0887
 FR0887  STATE/COUNTY-  AZ/YAVAPAI
 FR0887  USGS QUAD   -  ASH FORK (1979)
 FR0887
 FR0887                         *CURRENT SURVEY CONTROL
 FR0887  ___________________________________________________________________
 FR0887* NAD 83(1992)-  35 11 37.18882(N)    112 28 14.68966(W)     ADJUSTED  
 FR0887* NAVD 88     -      1583.1    (meters)    5194.     (feet)  VERTCON   
 FR0887  ___________________________________________________________________
 FR0887  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 FR0887  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR0887
 FR0887  HORZ ORDER  -  SECOND
 FR0887
 FR0887.The horizontal coordinates were established by classical geodetic methods
 FR0887.and adjusted by the National Geodetic Survey in August 1993..
 FR0887
 FR0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0887
 FR0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0887
 FR0887.The geoid height was determined by GEOID03.
 FR0887
 FR0887;                    North         East     Units Scale Factor Converg.
 FR0887;SPC AZ C     -   465,198.172   162,903.252   MT  0.99993137   -0 19 09.6
 FR0887;SPC AZ C     - 1,526,240.72    534,459.49   iFT  0.99993137   -0 19 09.6
 FR0887;UTM  12      - 3,895,510.541   366,103.887   MT  0.99982095   -0 50 52.0
 FR0887
 FR0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0887!SPC AZ C     -   0.99975549  x   0.99993137  =   0.99968688
 FR0887!UTM  12      -   0.99975549  x   0.99982095  =   0.99957649
 FR0887
 FR0887:                Primary Azimuth Mark                     Grid Az
 FR0887:SPC AZ C     -  JO                                       098 38 04.7
 FR0887:UTM  12      -  JO                                       099 09 47.1
 FR0887
 FR0887|---------------------------------------------------------------------|
 FR0887| PID    Reference Object                     Distance      Geod. Az  |
 FR0887|                                                           dddmmss.s |
 FR0887| FR0879 JO                                  APPROX. 3.8 KM 0981855.1 |
 FR0887| CH2298 FOLEY RM 1                           12.714 METERS 16120     |
 FR0887| CH2299 FOLEY RM 2                           12.750 METERS 34025     |
 FR0887|---------------------------------------------------------------------|
 FR0887
 FR0887                          SUPERSEDED SURVEY CONTROL
 FR0887
 FR0887  NAD 83(1986)-  35 11 37.18748(N)    112 28 14.68717(W) AD(       ) 2
 FR0887  NAD 27      -  35 11 37.14585(N)    112 28 12.03894(W) AD(       ) 2
 FR0887  NGVD 29 (07/19/86) 1582.2    (m)         5191.     (f) VERT ANG       
 FR0887
 FR0887.Superseded values are not recommended for survey control.
 FR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0887.See file dsdata.txt to determine how the superseded data were derived.
 FR0887
 FR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6610495511(NAD 83)
 FR0887_MARKER: DD = SURVEY DISK
 FR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0887+STABILITY: SURFACE MOTION
 FR0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0887+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0887
 FR0887  HISTORY     - Date     Condition        Report By
 FR0887  HISTORY     - 1980     MONUMENTED       AZDT
 FR0887  HISTORY     - 20030503 GOOD             NGS
 FR0887
 FR0887                          STATION DESCRIPTION
 FR0887
 FR0887'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0887'THE STATION IS LOCATED 21 MILES NORTH OF PAULDEN AND 2 MILES SOUTHEAST
 FR0887'OF ASH FORK ALONG THE EAST RIGHT OF WAY OF US HIGHWAY 89.
 FR0887'
 FR0887'THE STATION MARK IS AN ADOT DISK STAMPED FOLEY 1980.  IT IS SET IN TOP
 FR0887'OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 FR0887'AND 3 FEET WEST OF THE WITNESS POST.
 FR0887'
 FR0887'REFERENCE MARK 1 IS AN ADOT DISK STAMPED FOLEY RM 1 1980.  IT IS SET
 FR0887'IN TOP OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF US 89.
 FR0887'
 FR0887'REFERENCE MARK 2 IS AN ADOT DISK STAMPED FOLEY RM 2 1980.  IT IS SET
 FR0887'IN TOP OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF US 89.
 FR0887'
 FR0887'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0887'US HIGHWAY 89 FOR 24.15 MILES TO THE STATION ON THE RIGHT AT MILEPOST
 FR0887'361.85.
 FR0887
 FR0887                          STATION RECOVERY (2003)
 FR0887
 FR0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2404 ***********************************************************************
 CZ2404  DESIGNATION -  FORBACH
 CZ2404  PID         -  CZ2404
 CZ2404  STATE/COUNTY-  AZ/PINAL
 CZ2404  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2404
 CZ2404                         *CURRENT SURVEY CONTROL
 CZ2404  ___________________________________________________________________
 CZ2404* NAD 83(1992)-  32 54 03.12113(N)    111 46 19.75416(W)     ADJUSTED  
 CZ2404* NAVD 88     -       474.6    (meters)    1557.     (feet)  VERTCON   
 CZ2404  ___________________________________________________________________
 CZ2404  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2404  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2404
 CZ2404  HORZ ORDER  -  THIRD
 CZ2404
 CZ2404.The horizontal coordinates were established by classical geodetic methods
 CZ2404.and adjusted by the National Geodetic Survey in August 1993..
 CZ2404
 CZ2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2404
 CZ2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2404
 CZ2404.The geoid height was determined by GEOID03.
 CZ2404
 CZ2404;                    North         East     Units Scale Factor Converg.
 CZ2404;SPC AZ C     -   210,767.696   226,878.916   MT  0.99990225   +0 04 42.6
 CZ2404;SPC AZ C     -   691,495.07    744,353.40   iFT  0.99990225   +0 04 42.6
 CZ2404;UTM  12      - 3,640,561.456   427,787.137   MT  0.99966430   -0 25 10.0
 CZ2404
 CZ2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2404!SPC AZ C     -   0.99993022  x   0.99990225  =   0.99983248
 CZ2404!UTM  12      -   0.99993022  x   0.99966430  =   0.99959455
 CZ2404
 CZ2404                          SUPERSEDED SURVEY CONTROL
 CZ2404
 CZ2404  NAD 83(1986)-  32 54 03.11543(N)    111 46 19.74898(W) AD(       ) 3
 CZ2404  NGVD 29 (04/26/91)  474.0    (m)         1555.     (f) VERT ANG       
 CZ2404
 CZ2404.Superseded values are not recommended for survey control.
 CZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2404.See file dsdata.txt to determine how the superseded data were derived.
 CZ2404
 CZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2778740561(NAD 83)
 CZ2404_MARKER: DD = SURVEY DISK
 CZ2404_SETTING: 80 = SET IN A BOULDER
 CZ2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2404+STABILITY: SURFACE MOTION
 CZ2404
 CZ2404  HISTORY     - Date     Condition        Report By
 CZ2404  HISTORY     - 1921     MONUMENTED       USGS
 CZ2404
 CZ2404                          STATION DESCRIPTION
 CZ2404
 CZ2404'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2404'LOCATED ABOUT 2 MI N. OF CASA GRANDE.  ON SMALL LONE PEAK.
 CZ2404'
 CZ2404'TO REACH NOT GIVEN.
 CZ2404'
 CZ2404'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK AT
 CZ2404'CENTER OF 6-FT HIGH ROCK CAIRN.
 CZ2404'
 CZ2404'RMS--NONE SET.
 CZ2404'
 CZ2404'NOTE--FORM 9-1165, STATION MARK REPORTED DESTROYED, 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0374 ***********************************************************************
 CF0374  DESIGNATION -  FORD
 CF0374  PID         -  CF0374
 CF0374  STATE/COUNTY-  AZ/COCHISE
 CF0374  USGS QUAD   -  DOUGLAS (1978)
 CF0374
 CF0374                         *CURRENT SURVEY CONTROL
 CF0374  ___________________________________________________________________
 CF0374* NAD 83(1992)-  31 21 19.28070(N)    109 36 39.84479(W)     ADJUSTED  
 CF0374* NAVD 88     -      1212.6    (meters)    3978.     (feet)  VERTCON   
 CF0374  ___________________________________________________________________
 CF0374  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CF0374  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0374
 CF0374  HORZ ORDER  -  SECOND
 CF0374
 CF0374.The horizontal coordinates were established by classical geodetic methods
 CF0374.and adjusted by the National Geodetic Survey in August 1993..
 CF0374
 CF0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0374
 CF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0374
 CF0374.The geoid height was determined by GEOID03.
 CF0374
 CF0374;                    North         East     Units Scale Factor Converg.
 CF0374;SPC AZ E     -    39,528.611   266,219.350   MT  0.99993445   +0 17 20.8
 CF0374;SPC AZ E     -   129,687.04    873,423.06   iFT  0.99993445   +0 17 20.8
 CF0374;UTM  12      - 3,469,818.660   632,107.598   MT  0.99981526   +0 43 22.2
 CF0374
 CF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0374!SPC AZ E     -   0.99981394  x   0.99993445  =   0.99974840
 CF0374!UTM  12      -   0.99981394  x   0.99981526  =   0.99962923
 CF0374
 CF0374|---------------------------------------------------------------------|
 CF0374| PID    Reference Object                     Distance      Geod. Az  |
 CF0374|                                                           dddmmss.s |
 CF0374| CS5406 FORD RM 2                            10.191 METERS 09554     |
 CF0374| CS5405 FORD RM 1                            10.163 METERS 27557     |
 CF0374|---------------------------------------------------------------------|
 CF0374
 CF0374                          SUPERSEDED SURVEY CONTROL
 CF0374
 CF0374  NAD 83(1986)-  31 21 19.27746(N)    109 36 39.82741(W) AD(       ) 2
 CF0374  NGVD 29 (03/13/91) 1211.8    (m)         3976.     (f) VERT ANG       
 CF0374
 CF0374.Superseded values are not recommended for survey control.
 CF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0374.See file dsdata.txt to determine how the superseded data were derived.
 CF0374
 CF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3210869819(NAD 83)
 CF0374_MARKER: DS = TRIANGULATION STATION DISK
 CF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0374+STABILITY: SURFACE MOTION
 CF0374
 CF0374  HISTORY     - Date     Condition        Report By
 CF0374  HISTORY     - 1982     MONUMENTED       AZDT
 CF0374
 CF0374                          STATION DESCRIPTION
 CF0374
 CF0374'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0374'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DOUGLAS ALONG U.S.
 CF0374'HIGHWAY 80.
 CF0374'
 CF0374'THE STATION MARK IS AN ADOT DISK STAMPED---FORD 1982---SET IN TOP
 CF0374'OF A 10 INCH CONCRETE MONUMENT 116 FEET NORTH OF THE CENTERLINE OF THE
 CF0374'HIGHWAY, 14 FEET SOUTH OF THE RIGHT OF WAY FENCELINE AND 3 FEET NORTH
 CF0374'OF THE WITNESS POST.
 CF0374'
 CF0374'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FORD RM 1 1982---SET
 CF0374'IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0374'
 CF0374'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FORD RM 2 1982---SET
 CF0374'IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0374'
 CF0374'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL WEST FOR 1
 CF0374'BLOCK TO US HIGHWAY 80.  TURN RIGHT AND TRAVEL NORTH FOR 1.8 MILES TO
 CF0374'US 666, CONTINUE WEST ALONG 80 FOR 1.9 MILES TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2175 ***********************************************************************
 DV2175  DESIGNATION -  FORE
 DV2175  PID         -  DV2175
 DV2175  STATE/COUNTY-  AZ/MARICOPA
 DV2175  USGS QUAD   -  WITTMANN (1981)
 DV2175
 DV2175                         *CURRENT SURVEY CONTROL
 DV2175  ___________________________________________________________________
 DV2175* NAD 83(1992)-  33 51 01.01639(N)    112 32 45.31951(W)     ADJUSTED  
 DV2175* NAVD 88     -       628.3    (meters)    2061.     (feet)  VERTCON   
 DV2175  ___________________________________________________________________
 DV2175  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DV2175  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2175
 DV2175  HORZ ORDER  -  SECOND
 DV2175
 DV2175.The horizontal coordinates were established by classical geodetic methods
 DV2175.and adjusted by the National Geodetic Survey in August 1993..
 DV2175
 DV2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2175
 DV2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2175
 DV2175.The geoid height was determined by GEOID03.
 DV2175
 DV2175;                    North         East     Units Scale Factor Converg.
 DV2175;SPC AZ C     -   316,226.789   155,129.957   MT  0.99994179   -0 21 01.9
 DV2175;SPC AZ C     - 1,037,489.47    508,956.55   iFT  0.99994179   -0 21 01.9
 DV2175;UTM  12      - 3,746,630.679   356,980.832   MT  0.99985216   -0 51 40.5
 DV2175
 DV2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2175!SPC AZ C     -   0.99990601  x   0.99994179  =   0.99984781
 DV2175!UTM  12      -   0.99990601  x   0.99985216  =   0.99975819
 DV2175
 DV2175|---------------------------------------------------------------------|
 DV2175| PID    Reference Object                     Distance      Geod. Az  |
 DV2175|                                                           dddmmss.s |
 DV2175| CH5169 FORE RM 1                             8.522 METERS 10643     |
 DV2175| CH5170 FORE RM 2                             7.873 METERS 25800     |
 DV2175| DV2176 BAR                                 APPROX. 3.2 KM 2821007.5 |
 DV2175|---------------------------------------------------------------------|
 DV2175
 DV2175                          SUPERSEDED SURVEY CONTROL
 DV2175
 DV2175  NAD 83(1986)-  33 51 01.01316(N)    112 32 45.32345(W) AD(       ) 2
 DV2175  NAD 27      -  33 51 00.88705(N)    112 32 42.69668(W) AD(       ) 2
 DV2175  NGVD 29 (07/19/86)  627.7    (m)         2059.     (f) VERT ANG       
 DV2175
 DV2175.Superseded values are not recommended for survey control.
 DV2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2175.See file dsdata.txt to determine how the superseded data were derived.
 DV2175
 DV2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5698146631(NAD 83)
 DV2175_MARKER: DD = SURVEY DISK
 DV2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2175
 DV2175  HISTORY     - Date     Condition        Report By
 DV2175  HISTORY     - 1976     MONUMENTED       AZDT
 DV2175  HISTORY     - 19990109 GOOD             USPSQD
 DV2175  HISTORY     - 20000109 GOOD             USPSQD
 DV2175
 DV2175                          STATION DESCRIPTION
 DV2175
 DV2175'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2175'THE STATION IS ABOUT 5 MILES EAST OF MORRISTOWN ON THE NORTH SIDE
 DV2175'OF ARIZONA HWY. 74 JUST NORTH OF R/W FENCE.
 DV2175'
 DV2175'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FORE 1976 SET
 DV2175'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND IS 1 FOOT NORTH OF
 DV2175'THE NORTH R/W FENCE.
 DV2175'
 DV2175'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FORE RM
 DV2175'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2175'PROJECTING 5 INCHES, MARKED WITH A WITNESS POST AND SIGN.
 DV2175'
 DV2175'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FORE RM
 DV2175'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2175'PROJECTING 2 INCHES.
 DV2175'
 DV2175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2175'HWY. 74, 0.84 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2175'HWY. 74 FOR 5.25 MILES AND THE STATION ON THE LEFT.
 DV2175'
 DV2175'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2175
 DV2175                          STATION RECOVERY (1999)
 DV2175
 DV2175'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2175'RECOVERED IN GOOD CONDITION.
 DV2175
 DV2175                          STATION RECOVERY (2000)
 DV2175
 DV2175'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1919 ***********************************************************************
 CZ1919  DESIGNATION -  FOREMAN
 CZ1919  PID         -  CZ1919
 CZ1919  STATE/COUNTY-  AZ/PINAL
 CZ1919  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1919
 CZ1919                         *CURRENT SURVEY CONTROL
 CZ1919  ___________________________________________________________________
 CZ1919* NAD 83(1992)-  32 39 49.59754(N)    111 03 07.96231(W)     ADJUSTED  
 CZ1919* NAVD 88     -       949.3    (meters)    3114.     (feet)  VERTCON   
 CZ1919  ___________________________________________________________________
 CZ1919  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 CZ1919  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CZ1919
 CZ1919  HORZ ORDER  -  SECOND
 CZ1919
 CZ1919.The horizontal coordinates were established by classical geodetic methods
 CZ1919.and adjusted by the National Geodetic Survey in August 1993..
 CZ1919
 CZ1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1919
 CZ1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1919
 CZ1919.The geoid height was determined by GEOID03.
 CZ1919
 CZ1919;                    North         East     Units Scale Factor Converg.
 CZ1919;SPC AZ C     -   184,797.802   294,444.293   MT  0.99998105   +0 27 59.7
 CZ1919;SPC AZ C     -   606,292.00    966,024.58   iFT  0.99998105   +0 27 59.7
 CZ1919;UTM  12      - 3,614,015.448   495,104.180   MT  0.99960030   -0 01 41.4
 CZ1919
 CZ1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1919!SPC AZ C     -   0.99985549  x   0.99998105  =   0.99983654
 CZ1919!UTM  12      -   0.99985549  x   0.99960030  =   0.99945584
 CZ1919
 CZ1919|---------------------------------------------------------------------|
 CZ1919| PID    Reference Object                     Distance      Geod. Az  |
 CZ1919|                                                           dddmmss.s |
 CZ1919| CH5171 FOREMAN RM 1                          9.806 METERS 13950     |
 CZ1919| CH5172 FOREMAN RM 2                          9.705 METERS 32054     |
 CZ1919| CZ1920 OLSON                               APPROX. 5.5 KM 3213339.7 |
 CZ1919|---------------------------------------------------------------------|
 CZ1919
 CZ1919                          SUPERSEDED SURVEY CONTROL
 CZ1919
 CZ1919  NAD 83(1986)-  32 39 49.59181(N)    111 03 07.95914(W) AD(       ) 2
 CZ1919  NAD 27      -  32 39 49.33258(N)    111 03 05.56818(W) AD(       ) 2
 CZ1919  NGVD 29 (07/19/86)  948.6    (m)         3112.     (f) VERT ANG       
 CZ1919
 CZ1919.Superseded values are not recommended for survey control.
 CZ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1919.See file dsdata.txt to determine how the superseded data were derived.
 CZ1919
 CZ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9510414015(NAD 83)
 CZ1919_MARKER: DD = SURVEY DISK
 CZ1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1919
 CZ1919  HISTORY     - Date     Condition        Report By
 CZ1919  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1919
 CZ1919                          STATION DESCRIPTION
 CZ1919
 CZ1919'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1919'THE STATION IS ABOUT 31.5 MILES SOUTHEAST OF FLORENCE, 11 MILES
 CZ1919'NORTHWEST OF ORACLE JUNCTION, ALONG THE WEST RIGHT-OF-WAY OF
 CZ1919'U.S. HWY. 80-89.
 CZ1919'
 CZ1919'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN 1977
 CZ1919'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1919'IS 97 FEET WEST OF HWY. CENTERLINE, 3 FEET EAST OF RIGHT-OF-WAY
 CZ1919'FENCELINE, AND ABOUT 500 FEET NORTH OF PIONEER LINK DR., MARKED
 CZ1919'WITH A WITNESS POST AND SIGN 2.7 FEET WEST.
 CZ1919'
 CZ1919'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN
 CZ1919'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2
 CZ1919'FEET EAST OF WEST RIGHT-OF-WAY FENCELINE.
 CZ1919'
 CZ1919'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN
 CZ1919'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3
 CZ1919'FEET EAST OF WEST RIGHT-OF-WAY FENCELINE.
 CZ1919'
 CZ1919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287 AND
 CZ1919'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTHEAST ON
 CZ1919'HWY. 80-89 TO MILE POST 101.48 AND THE STATION IN THE WEST
 CZ1919'RIGHT-OF-WAY.
 CZ1919'
 CZ1919'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1877 ***********************************************************************
 DV1877  DESIGNATION -  FOREPAUGH
 DV1877  PID         -  DV1877
 DV1877  STATE/COUNTY-  AZ/MARICOPA
 DV1877  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV1877
 DV1877                         *CURRENT SURVEY CONTROL
 DV1877  ___________________________________________________________________
 DV1877* NAD 83(1992)-  33 59 45.33903(N)    113 04 02.88408(W)     ADJUSTED  
 DV1877* NAVD 88     -       944.7    (meters)    3099.     (feet)  VERTCON   
 DV1877  ___________________________________________________________________
 DV1877  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DV1877  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1877
 DV1877  HORZ ORDER  -  FIRST
 DV1877
 DV1877.The horizontal coordinates were established by classical geodetic methods
 DV1877.and adjusted by the National Geodetic Survey in August 1993..
 DV1877
 DV1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1877
 DV1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1877
 DV1877.The geoid height was determined by GEOID03.
 DV1877
 DV1877;                    North         East     Units Scale Factor Converg.
 DV1877;SPC AZ C     -   332,799.183   107,046.341   MT  1.00003929   -0 38 36.6
 DV1877;SPC AZ C     - 1,091,860.84    351,201.91   iFT  1.00003929   -0 38 36.6
 DV1877;SPC AZ W     -   332,423.239   276,414.960   MT  0.99998233   +0 22 53.9
 DV1877;SPC AZ W     - 1,090,627.42    906,873.23   iFT  0.99998233   +0 22 53.9
 DV1877;UTM  12      - 3,763,631.228   309,049.064   MT  1.00004950   -1 09 22.8
 DV1877
 DV1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1877!SPC AZ C     -   0.99985639  x   1.00003929  =   0.99989568
 DV1877!SPC AZ W     -   0.99985639  x   0.99998233  =   0.99983873
 DV1877!UTM  12      -   0.99985639  x   1.00004950  =   0.99990589
 DV1877
 DV1877|---------------------------------------------------------------------|
 DV1877| PID    Reference Object                     Distance      Geod. Az  |
 DV1877|                                                           dddmmss.s |
 DV1877| CH2303 FOREPAUGH RM 3                        6.373 METERS 02809     |
 DV1877| CH2301 FOREPAUGH RM 1                        4.902 METERS 10052     |
 DV1877| CH2302 FOREPAUGH RM 2                        5.396 METERS 19524     |
 DV1877| DV1882 EAGLE EYE PEAK                      APPROX.15.0 KM 2184410.5 |
 DV1877| CH2300 FOREPAUGH AZ MK                                    2311406.1 |
 DV1877| ET1034 BLACKIE                             APPROX.21.6 KM 3491846.3 |
 DV1877|---------------------------------------------------------------------|
 DV1877
 DV1877                          SUPERSEDED SURVEY CONTROL
 DV1877
 DV1877  NAD 83(1986)-  33 59 45.33823(N)    113 04 02.88765(W) AD(       ) 1
 DV1877  NAD 27      -  33 59 45.23600(N)    113 04 00.20500(W) AD(       ) 1
 DV1877  NGVD 29 (07/19/86)  944.0    (m)         3097.     (f) VERT ANG       
 DV1877
 DV1877.Superseded values are not recommended for survey control.
 DV1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1877.See file dsdata.txt to determine how the superseded data were derived.
 DV1877
 DV1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0904963631(NAD 83)
 DV1877_MARKER: DS = TRIANGULATION STATION DISK
 DV1877_SETTING: 66 = SET IN ROCK OUTCROP
 DV1877_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1877+STABILITY: POSITION/ELEVATION WELL
 DV1877
 DV1877  HISTORY     - Date     Condition        Report By
 DV1877  HISTORY     - 1924     MONUMENTED       CGS
 DV1877  HISTORY     - 1944     GOOD             CGS
 DV1877  HISTORY     - 1948     GOOD             CGS
 DV1877  HISTORY     - 1955     GOOD             CGS
 DV1877  HISTORY     - 1967     GOOD             USGS
 DV1877  HISTORY     - 1969     GOOD             USGS
 DV1877  HISTORY     - 1985     GOOD             AZDT
 DV1877
 DV1877                          STATION DESCRIPTION
 DV1877
 DV1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1877'STATION IS ABOUT 7 MILES NE OF AGUILA, 20 MILES W AND 3 MILES
 DV1877'N OF WICKENBURG, AND ABOUT 2 MILES NW OF FOREPAUGH, A STATION
 DV1877'ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.  IT IS ON
 DV1877'A PROMINENT DETACHED HILL VISIBLE FOR MILES ALONG THE
 DV1877'WICKENBURG-AGUILA ROAD, ON THE END OF THE RIDGE EXTENDING
 DV1877'N FROM THE HIGHEST PEAK, ABOUT 300 YARDS N OF AND 50 YARDS
 DV1877'LOWER THAN THE PEAK, AND 1/4 MILE S OF THE MARICOPA-YAVAPAI
 DV1877'COUNTY LINE.
 DV1877'
 DV1877'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 DV1877'OUTCROPPING BEDROCK.
 DV1877'
 DV1877'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DV1877'IN A BOULDER.  IT IS 4.92 METERS (16.1 FEET) FROM STATION.
 DV1877
 DV1877                          STATION RECOVERY (1944)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV1877'STATION IS 7 MILES (AIR LINE) ENE OF AGUILA AND 20 MILES (AIR
 DV1877'LINE) W OF WICKENBURG.  IT IS ON A PROMINENT DETACHED BUTTE
 DV1877'ABOUT 1/8 MILE N OF MAIN SUMMIT AND ABOUT 200 FEET BELOW IT,
 DV1877'ON THE FIRST ROCKY KNOLL ALONG THE SHOULDER.  THE BUTTE IS
 DV1877'ABOUT 1 MILE SE OF STATE HIGHWAY 71, ABOUT 4 MILES N OF U.S.
 DV1877'HIGHWAY 60 AND 70, NEAR THE JUNCTION OF THE TWO HIGHWAYS.
 DV1877'
 DV1877'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 DV1877'6 INCHES ABOVE THE SURROUNDING SURFACE AND IS 19 FEET N OF
 DV1877'THE HIGHEST POINT OF THE KNOLL.  IT WAS STAMPED FOREPAUGH 1924 BY
 DV1877'THIS PARTY.
 DV1877'
 DV1877'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DV1877'PROJECTING 12 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 DV1877'ABOUT 22 INCHES HIGHER IN ELEVATION THAN STATION MARK.  IT
 DV1877'WAS STAMPED FOREPAUGH NO 1 1924 BY THIS PARTY.
 DV1877'
 DV1877'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK ESTABLISHED BY
 DV1877'THIS PARTY.  IT IS SET IN BEDROCK FLUSH WITH THE SURROUNDING
 DV1877'SURFACE AND IS STAMPED FOREPAUGH NO 2 1944.  IT IS AT ABOUT
 DV1877'THE SAME ELEVATION AS THE STATION MARK.
 DV1877'
 DV1877'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS A BRONZE
 DV1877'AZIMUTH DISK SET IN BEDROCK PROJECTING 24 INCHES ABOVE
 DV1877'THE SURROUNDING SURFACE, IS 10 FEET S OF A 2-FOOT CAIRN, AND IS
 DV1877'STAMPED FOREPAUGH 1944.  IT IS 1/4 MILE WNW OF THE MAIN SUMMIT
 DV1877'OF THE BUTTE, ON THE HIGHEST POINT OF A ROCKY OUTCROP ON
 DV1877'A RIDGE RUNNING IN THAT DIRECTION.
 DV1877'
 DV1877'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ON
 DV1877'STATE HIGHWAY 71 FOR 1.1 MILES TO A CATTLE GUARD AND BLADED
 DV1877'ROAD TO THE RIGHT (E).  TAKE RIGHT FORK FOR 0.9 MILE TO RANCH
 DV1877'BUILDINGS.  HERE TURN LEFT AND PASS TO THE RIGHT OF THE BUILDINGS
 DV1877'AND GO 0.1 MILE TO A WIRE GATE.  FOLLOW DIM TRACK ROAD TOWARD
 DV1877'THE S END OF PROMINENT BUTTE WHICH IS VISIBLE TO THE E FOR 5.3
 DV1877'MILES.  HERE TURN AND GO NE UP A SMALL VALLEY WITH LOW HILLS
 DV1877'ON THE LEFT AND THE MAIN BUTTE ON THE RIGHT FOR 0.9 MILE
 DV1877'CROSS COUNTRY TO THE END OF TRUCK TRAVEL AT A 40-FOOT WASH TO
 DV1877'THE N AND THE END OF A ROCKY RIDGE TO THE E.  FROM HERE PACK
 DV1877'ABOUT 1/4 MILE ENE INTO LOW SADDLE.  HERE TURN RIGHT (S)
 DV1877'ALONG THE RIDGE FOR ABOUT 1/8 MILE TO THE FIRST ROCKY
 DV1877'KNOLL ALONG THE SHOULDER RUNNING N FROM THE MAIN SUMMIT
 DV1877'AND THE STATION.
 DV1877
 DV1877                          STATION RECOVERY (1948)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1877'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 DV1877'CONDITION.
 DV1877'
 DV1877'STATION LOCATED ABOUT 7 MILES AIR LINE NORTHEAST OF AGUILA, 6
 DV1877'MILES AIRLINE EAST OF STATE HIGHWAY 71, 4 MILES AIRLINE NORTH
 DV1877'OF U.S. HIGHWAY 60 AND 70 0.25 MILE SOUTH OF THE MARICOPA-YAVAPAI
 DV1877'COUNTY LINE, ON A PROMINENT DETACHED BUTTE ON THE END OF A
 DV1877'RIDGE EXTENDING NORTH FROM THE HIGHEST PEAK ABOUT 300 YARDS
 DV1877'NORTH OF AND 50 YARDS LOWER THAN THE PEAK, PROJECTS 6 INCHES,
 DV1877'AND STAMPED, FOREPAUGH 1924.
 DV1877'
 DV1877'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN STATION,
 DV1877'PROJECTS 12 INCHES, AND STAMPED,
 DV1877'FOREPAUGH NO 1 1924.
 DV1877'
 DV1877'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1877'STATION, SET FLUSH WITH GROUND, AND
 DV1877'STAMPED, FOREPAUGH NO 2 1944.
 DV1877'
 DV1877'AZIMUTH MARK IS ON HIGHEST POINT OF A ROCKY OUTCROP ON A RIDGE
 DV1877'RUNNING WESTERLY FROM HIGHEST POINT, 0.25 MILE WEST NORTHWEST
 DV1877'OF HIGHEST POINT OF MAIN BUTTE, 10 FEET SOUTH OF CAIRN, PROJECTS
 DV1877'ABOUT 18 INCHES, AND STAMPED, FOREPAUGH
 DV1877'1944.
 DV1877'
 DV1877'TO REACH FROM JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY 60
 DV1877'AND 70 IN AGUILA, GO NORTH ON STATE HIGHWAY 71 FOR 1.1 MILE
 DV1877'TO CATTLE GUARD AND A BLADED ROAD RIGHT.  TURN RIGHT AND GO
 DV1877'0.9 MILE TO RANCH BUILDINGS ON LEFT.  KEEP TO RIGHT OF RANCH
 DV1877'BUILDINGS AND PROCEED TO A GATE IN A NORTH - SOUTH FENCE LINE.
 DV1877'PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD FOR 1.4 MILE TO
 DV1877'FORK.  KEEP RIGHT FORK FOR 4.0 MILES.  TURN LEFT AND PICK
 DV1877'WAY UP SMALL VALLEY BETWEEN LOW HILLS ON LEFT AND THE MAIN
 DV1877'BUTTE ON RIGHT FOR 0.9 MILE TO A DEEP WASH AND END OF TRUCK
 DV1877'TRAVEL.  PACK EAST NORTHEAST TO LOW SADDLE.  THENCE SOUTH
 DV1877'ALONG RIDGE TO FIRST ROCKY KNOLL AND STATION AS DESCRIBED
 DV1877'ABOVE.  A THIRTY MINUTE PACK.
 DV1877'
 DV1877'OBSERVATION MADE FROM A 1.2 METER TRIPOD.
 DV1877
 DV1877                          STATION RECOVERY (1955)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV1877'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REVISED DIRECTIONS
 DV1877'TO REACH THE STATION FOLLOW--
 DV1877'
 DV1877'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND 70 AND STATE
 DV1877'HIGHWAY 71 EAST OF AGUILA GO NORTHEAST ON STATE HIGHWAY 71 FOR 8.3
 DV1877'MILES TO A TRACK ROAD CROSSING THE HIGHWAY.  TURN RIGHT (EAST)
 DV1877'ON THE TRACK ROAD FOR 0.95 MILE TO A FORK, TAKE THE LEFT FORK
 DV1877'FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK FOR 2.2 MILES
 DV1877'TO A FENCE.  TURN RIGHT AND DRIVE ALONG THE FENCE TO THE BASE
 DV1877'OF A BUTTE AND THE END OF TRUCK TRAVEL.  PACK UP TO SECOND
 DV1877'HIGHEST PEAK AND THE STATION.
 DV1877'
 DV1877'THE DESCRIPTION OF THE STATION SITE IN 1948 IS GOOD.
 DV1877
 DV1877                          STATION RECOVERY (1967)
 DV1877
 DV1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (CJH)
 DV1877'R.M. 1 IS DESTROYED.
 DV1877
 DV1877                          STATION RECOVERY (1969)
 DV1877
 DV1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JJW)
 DV1877'ALL MARKS ARE IN GOOD CONDITION.
 DV1877'
 DV1877'NEW TO REACH--TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND
 DV1877'ARIZONA STATE HIGHWAY 71, ABOUT 16.5 MI. NW. OF WICKENBURG GO SW. ON
 DV1877'ARIZONA STATE HIGHWAY 71 FOR 9.0 MI. TO DIRT RD. AND GATE ON LEFT.
 DV1877'PASS THROUGH GATE AND FOLLOW MAIN DIRT RD. FOR 1.0 MI. TO RD.
 DV1877'FORK.  TAKE RD. FORK LEFT AND GO 2.3 MI. TO GATE ON E.-W. FENCE.
 DV1877'PASS THROUGH GATE AND FOLLOW FENCE W. (RIGHT) FOR 0.02 MI. TO
 DV1877'GATE.  PASS THROUGH GATE AND GO WSW. FOR 0.9 MI.  CROSS-COUNTRY TO
 DV1877'LARGE WASH AT BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK W.
 DV1877'UP RIDGE ON N. SIDE OF DRAW TO LOWEST ONE OF TWO TOPS AND STATION.  A
 DV1877'45-MINUTE PACK.
 DV1877'
 DV1877'NOTE--A HELICOPTER COULD LAND ABOUT 100 FT. W. OF STATION.
 DV1877'
 DV1877'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK STAMPED NO 3
 DV1877'1969 SET IN A LARGE BOULDER, 1.2 FT. BELOW STATION MARK.
 DV1877
 DV1877                          STATION RECOVERY (1985)
 DV1877
 DV1877'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1877'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 DV1877'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1877'
 DV1877'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV1877'U.S. HIGHWAY 60 FOR 1.45 MILES TO THE JUNCTION WITH STATE ROUTE 71.
 DV1877'TURN LEFT ALONG STATE ROUTE 71 FOR 8.5 MILES TO A DIRT CROSS ROAD.
 DV1877'TURN RIGHT AND TRAVEL EAST FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 DV1877'FORK 2.3 MILES TO AN EAST-WEST FENCELINE AND A LOCKED GATE.  GO EAST
 DV1877'150 FEET TO AN UNLOCKED GATE.  PASS THROUGH GATE AND TRAVEL SOUTH FOR
 DV1877'150 FEET, THEN NORTHWEST FOR 500 FEET TO A GATE.  PASS THROUGH GATE
 DV1877'AND TRAVEL SOUTHWEST ACROSS COUNTRY FOR 0.9 MILE TO A LARGE WASH AT
 DV1877'THE BASE OF THE MOUNTAIN AND END OF TRUCK TRAVEL.  PACK WEST UP RIDGE
 DV1877'ALONG THE NORTH SIDE OF A DRAW TO THE NORTHERN AND LOWER OF TWO PEAKS
 DV1877'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0899 ***********************************************************************
 ET0899  DESIGNATION -  FOREST
 ET0899  PID         -  ET0899
 ET0899  STATE/COUNTY-  AZ/YAVAPAI
 ET0899  USGS QUAD   -  PAULDEN (1979)
 ET0899
 ET0899                         *CURRENT SURVEY CONTROL
 ET0899  ___________________________________________________________________
 ET0899* NAD 83(1992)-  34 56 01.23613(N)    112 26 12.26872(W)     ADJUSTED  
 ET0899* NAVD 88     -      1461.9    (meters)    4796.     (feet)  VERTCON   
 ET0899  ___________________________________________________________________
 ET0899  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 ET0899  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ET0899
 ET0899  HORZ ORDER  -  SECOND
 ET0899
 ET0899.The horizontal coordinates were established by classical geodetic methods
 ET0899.and adjusted by the National Geodetic Survey in August 1993..
 ET0899
 ET0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0899
 ET0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0899
 ET0899.The geoid height was determined by GEOID03.
 ET0899
 ET0899;                    North         East     Units Scale Factor Converg.
 ET0899;SPC AZ C     -   436,340.523   165,849.586   MT  0.99992781   -0 17 52.1
 ET0899;SPC AZ C     - 1,431,563.40    544,125.94   iFT  0.99992781   -0 17 52.1
 ET0899;UTM  12      - 3,866,630.291   368,784.506   MT  0.99981220   -0 49 22.2
 ET0899
 ET0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0899!SPC AZ C     -   0.99977461  x   0.99992781  =   0.99970244
 ET0899!UTM  12      -   0.99977461  x   0.99981220  =   0.99958685
 ET0899
 ET0899:                Primary Azimuth Mark                     Grid Az
 ET0899:SPC AZ C     -  ABRA                                     015 03 27.0
 ET0899:UTM  12      -  ABRA                                     015 34 57.1
 ET0899
 ET0899|---------------------------------------------------------------------|
 ET0899| PID    Reference Object                     Distance      Geod. Az  |
 ET0899|                                                           dddmmss.s |
 ET0899| ET0897 ABRA                                APPROX. 1.2 KM 0144534.9 |
 ET0899| CH2304 FOREST RM 1                           9.908 METERS 02047     |
 ET0899| CH2305 FOREST RM 2                          11.662 METERS 27649     |
 ET0899|---------------------------------------------------------------------|
 ET0899
 ET0899                          SUPERSEDED SURVEY CONTROL
 ET0899
 ET0899  NAD 83(1986)-  34 56 01.23437(N)    112 26 12.26612(W) AD(       ) 2
 ET0899  NAD 27      -  34 56 01.16647(N)    112 26 09.65467(W) AD(       ) 2
 ET0899  NGVD 29 (07/19/86) 1461.1    (m)         4794.     (f) VERT ANG       
 ET0899
 ET0899.Superseded values are not recommended for survey control.
 ET0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0899.See file dsdata.txt to determine how the superseded data were derived.
 ET0899
 ET0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6878566630(NAD 83)
 ET0899_MARKER: DD = SURVEY DISK
 ET0899_SETTING: 80 = SET IN A BOULDER
 ET0899_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0899+STABILITY: SURFACE MOTION
 ET0899
 ET0899  HISTORY     - Date     Condition        Report By
 ET0899  HISTORY     - 1980     MONUMENTED       AZDT
 ET0899
 ET0899                          STATION DESCRIPTION
 ET0899
 ET0899'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0899'THE STATION IS LOCATED 3.9 MILES NORTHEAST OF PAULDEN ALONG THE WEST
 ET0899'SIDE OF U.S. HIGHWAY 89.
 ET0899'
 ET0899'THE STATION MARK IS AN ADOT DISK STAMPED FOREST 1980. IT IS SET IN A
 ET0899'DRILL HOLE IN A LARGE BOULDER, 103 FEET WEST OF THE CENTERLINE AND 3
 ET0899'FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'REFERENCE MARK 1 IS AN ADOT DISK STAMPED FOREST RM 1 1980.  IT IS SET
 ET0899'IN A DRILL HOLE IN A BOULDER, 18 FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'REFERENCE MARK 2 IS AN ADOT DISK STAMPED FOREST RM 2 1980.  IT IS SET
 ET0899'IN A DRILL HOLE IN A BOULDER, 28 FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 ET0899'U.S. HIGHWAY 89 FOR 3.9 MILES TO A ROCKY HIGHWAY CUT JUST BEFORE THE
 ET0899'CREST OF THE CUT AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0900 ***********************************************************************
 ES0900  DESIGNATION -  FOREST
 ES0900  PID         -  ES0900
 ES0900  STATE/COUNTY-  AZ/COCONINO
 ES0900  USGS QUAD   -  O W POINT (1990)
 ES0900
 ES0900                         *CURRENT SURVEY CONTROL
 ES0900  ___________________________________________________________________
 ES0900* NAD 83(1992)-  34 19 51.17299(N)    110 47 42.53718(W)     ADJUSTED  
 ES0900* NAVD 88     -      2295.2    (meters)    7530.     (feet)  VERTCON   
 ES0900  ___________________________________________________________________
 ES0900  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 ES0900  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0900
 ES0900  HORZ ORDER  -  SECOND
 ES0900
 ES0900.The horizontal coordinates were established by classical geodetic methods
 ES0900.and adjusted by the National Geodetic Survey in August 1993..
 ES0900
 ES0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0900
 ES0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0900
 ES0900.The geoid height was determined by GEOID03.
 ES0900
 ES0900;                    North         East     Units Scale Factor Converg.
 ES0900;SPC AZ C     -   369,922.991   316,559.787   MT  1.00003124   +0 37 57.2
 ES0900;SPC AZ C     - 1,213,658.11  1,038,581.98   iFT  1.00003124   +0 37 57.2
 ES0900;SPC AZ E     -   369,532.205   155,529.226   MT  0.99994121   -0 21 16.0
 ES0900;SPC AZ E     - 1,212,376.00    510,266.49   iFT  0.99994121   -0 21 16.0
 ES0900;UTM  12      - 3,798,863.438   518,843.876   MT  0.99960438   +0 06 55.9
 ES0900
 ES0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0900!SPC AZ C     -   0.99964358  x   1.00003124  =   0.99967481
 ES0900!SPC AZ E     -   0.99964358  x   0.99994121  =   0.99958481
 ES0900!UTM  12      -   0.99964358  x   0.99960438  =   0.99924810
 ES0900
 ES0900:                Primary Azimuth Mark                     Grid Az
 ES0900:SPC AZ C     -  ESTATES                                  090 00 24.4
 ES0900:SPC AZ E     -  ESTATES                                  090 59 37.6
 ES0900:UTM  12      -  ESTATES                                  090 31 25.7
 ES0900
 ES0900|---------------------------------------------------------------------|
 ES0900| PID    Reference Object                     Distance      Geod. Az  |
 ES0900|                                                           dddmmss.s |
 ES0900| ES0899 ESTATES                             APPROX. 0.9 KM 0903821.6 |
 ES0900|---------------------------------------------------------------------|
 ES0900
 ES0900                          SUPERSEDED SURVEY CONTROL
 ES0900
 ES0900  NAD 83(1986)-  34 19 51.16745(N)    110 47 42.54178(W) AD(       ) 2
 ES0900  NGVD 29 (08/03/87) 2294.2    (m)         7527.     (f) VERT ANG       
 ES0900
 ES0900.Superseded values are not recommended for survey control.
 ES0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0900.See file dsdata.txt to determine how the superseded data were derived.
 ES0900
 ES0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1884498863(NAD 83)
 ES0900_MARKER: DS = TRIANGULATION STATION DISK
 ES0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0900+STABILITY: SURFACE MOTION
 ES0900
 ES0900  HISTORY     - Date     Condition        Report By
 ES0900  HISTORY     - 1984     MONUMENTED       AZDT
 ES0900  HISTORY     - 19971011 GOOD             USPSQD
 ES0900  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0900
 ES0900                          STATION DESCRIPTION
 ES0900
 ES0900'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0900'THE STATION IS LOCATED 13-1/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0900'SIDE OF STATE ROUTE 260.
 ES0900'
 ES0900'THE STATION MARK IS AN AZDT DISK STAMPED---FOREST 1984---.  IT IS SET
 ES0900'IN TOP OF A 10 INCH CONCRETE MONUMENT 52 FEET NORTH OF THE CENTER LINE
 ES0900'OF THE HIGHWAY AND 4 FEET NORTH OF THE WITNESS POST.
 ES0900'
 ES0900'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0900'AND STATE ROUTE 260. TRAVEL SOUTHWEST ALONG SR 260 FOR 14.4 MILES TO
 ES0900'MILE POST 288.7 AND THE STATION ON THE RIGHT.  THIS IS 0.7 MILE BEYOND
 ES0900'MERZVILLE ROAD.
 ES0900
 ES0900                          STATION RECOVERY (1997)
 ES0900
 ES0900'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0900'RECOVERED IN GOOD CONDITION.
 ES0900
 ES0900                          STATION RECOVERY (2005)
 ES0900
 ES0900'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0310 ***********************************************************************
 CG0310  DESIGNATION -  FOREST SERVICE
 CG0310  PID         -  CG0310
 CG0310  STATE/COUNTY-  AZ/PIMA
 CG0310  USGS QUAD   -  GREEN VALLEY (1981)
 CG0310
 CG0310                         *CURRENT SURVEY CONTROL
 CG0310  ___________________________________________________________________
 CG0310* NAD 83(1986)-  31 46 54.     (N)    110 53 12.     (W)     SCALED    
 CG0310* NAVD 88     -      1120.71   (+/-2cm)    3676.9    (feet)  VERTCON   
 CG0310  ___________________________________________________________________
 CG0310  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CG0310
 CG0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0310
 CG0310.The horizontal coordinates were scaled from a topographic map and have
 CG0310.an estimated accuracy of +/- 6 seconds.
 CG0310
 CG0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0310.The vertical order pertains to the NGVD 29 superseded value.
 CG0310
 CG0310.The geoid height was determined by GEOID03.
 CG0310
 CG0310;                    North         East    Units  Estimated Accuracy
 CG0310;SPC AZ C     -    87,120.      310,910.      MT  (+/- 180 meters Scaled)
 CG0310
 CG0310                          SUPERSEDED SURVEY CONTROL
 CG0310
 CG0310  NGVD 29 (??/??/92) 1119.86   (m)         3674.1    (f) COMPUTED    2 0
 CG0310
 CG0310.Superseded values are not recommended for survey control.
 CG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0310.See file dsdata.txt to determine how the superseded data were derived.
 CG0310
 CG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA107162(NAD 83)
 CG0310_MARKER: DD = SURVEY DISK
 CG0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0310_SP_SET: BRIDGE
 CG0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0310+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0310
 CG0310  HISTORY     - Date     Condition        Report By
 CG0310  HISTORY     - UNK      MONUMENTED       USFS
 CG0310  HISTORY     - 1962     GOOD             NGS
 CG0310  HISTORY     - 20060316 GOOD             USPSQD
 CG0310
 CG0310                          STATION DESCRIPTION
 CG0310
 CG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0310'7.7 MI SE FROM CONTINENTAL.
 CG0310'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 0.8 MILE
 CG0310'SOUTH ON PAVED ROAD.  MARK IS SET IN THE NORTHEAST CORNER OF A
 CG0310'CONCRETE BRIDGE GUARD RAIL.
 CG0310
 CG0310                          STATION RECOVERY (2006)
 CG0310
 CG0310'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0309 ***********************************************************************
 CG0309  DESIGNATION -  FOREST SERVICE
 CG0309  PID         -  CG0309
 CG0309  STATE/COUNTY-  AZ/PIMA
 CG0309  USGS QUAD   -  GREEN VALLEY (1981)
 CG0309
 CG0309                         *CURRENT SURVEY CONTROL
 CG0309  ___________________________________________________________________
 CG0309* NAD 83(1986)-  31 47 05.     (N)    110 53 08.     (W)     SCALED    
 CG0309* NAVD 88     -      1115.55   (+/-2cm)    3659.9    (feet)  VERTCON   
 CG0309  ___________________________________________________________________
 CG0309  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CG0309
 CG0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0309
 CG0309.The horizontal coordinates were scaled from a topographic map and have
 CG0309.an estimated accuracy of +/- 6 seconds.
 CG0309
 CG0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0309.The vertical order pertains to the NGVD 29 superseded value.
 CG0309
 CG0309.The geoid height was determined by GEOID03.
 CG0309
 CG0309;                    North         East    Units  Estimated Accuracy
 CG0309;SPC AZ C     -    87,460.      311,010.      MT  (+/- 180 meters Scaled)
 CG0309
 CG0309                          SUPERSEDED SURVEY CONTROL
 CG0309
 CG0309  NGVD 29 (??/??/92) 1114.70   (m)         3657.1    (f) COMPUTED    2 0
 CG0309
 CG0309.Superseded values are not recommended for survey control.
 CG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0309.See file dsdata.txt to determine how the superseded data were derived.
 CG0309
 CG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA108165(NAD 83)
 CG0309_MARKER: DD = SURVEY DISK
 CG0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0309_SP_SET: BRIDGE
 CG0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0309+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0309
 CG0309  HISTORY     - Date     Condition        Report By
 CG0309  HISTORY     - UNK      MONUMENTED       USFS
 CG0309  HISTORY     - 1962     GOOD             NGS
 CG0309  HISTORY     - 20060316 GOOD             USPSQD
 CG0309
 CG0309                          STATION DESCRIPTION
 CG0309
 CG0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0309'7.5 MI SE FROM CONTINENTAL.
 CG0309'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 0.55
 CG0309'MILE SOUTH ON PAVED ROAD.  MARK IS SET IN THE NORTHEAST CORNER OF A
 CG0309'CONCRETE BRIDGE GUARD RAIL.
 CG0309
 CG0309                          STATION RECOVERY (2006)
 CG0309
 CG0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0308 ***********************************************************************
 CG0308  DESIGNATION -  FOREST SERVICE
 CG0308  PID         -  CG0308
 CG0308  STATE/COUNTY-  AZ/PIMA
 CG0308  USGS QUAD   -  GREEN VALLEY (1981)
 CG0308
 CG0308                         *CURRENT SURVEY CONTROL
 CG0308  ___________________________________________________________________
 CG0308* NAD 83(1986)-  31 47 16.     (N)    110 53 03.     (W)     SCALED    
 CG0308* NAVD 88     -      1117.29   (+/-2cm)    3665.6    (feet)  VERTCON   
 CG0308  ___________________________________________________________________
 CG0308  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CG0308
 CG0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0308
 CG0308.The horizontal coordinates were scaled from a topographic map and have
 CG0308.an estimated accuracy of +/- 6 seconds.
 CG0308
 CG0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0308.The vertical order pertains to the NGVD 29 superseded value.
 CG0308
 CG0308.The geoid height was determined by GEOID03.
 CG0308
 CG0308;                    North         East    Units  Estimated Accuracy
 CG0308;SPC AZ C     -    87,800.      311,140.      MT  (+/- 180 meters Scaled)
 CG0308
 CG0308                          SUPERSEDED SURVEY CONTROL
 CG0308
 CG0308  NGVD 29 (??/??/92) 1116.45   (m)         3662.9    (f) COMPUTED    2 0
 CG0308
 CG0308.Superseded values are not recommended for survey control.
 CG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0308.See file dsdata.txt to determine how the superseded data were derived.
 CG0308
 CG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA109169(NAD 83)
 CG0308_MARKER: DD = SURVEY DISK
 CG0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0308_SP_SET: BRIDGE
 CG0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0308+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0308
 CG0308  HISTORY     - Date     Condition        Report By
 CG0308  HISTORY     - UNK      MONUMENTED       USFS
 CG0308  HISTORY     - 1962     GOOD             NGS
 CG0308  HISTORY     - 20060316 GOOD             USPSQD
 CG0308
 CG0308                          STATION DESCRIPTION
 CG0308
 CG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0308'7.3 MI SE FROM CONTINENTAL.
 CG0308'6.9 MILES SOUTHEAST ALONG A PAVED ROAD FROM CONTINENTAL, THENCE 0.35
 CG0308'MILE SOUTH ON PAVED ROAD.  THE MARK IS SET IN THE NORTHEAST CORNER OF
 CG0308'A CONCRETE BRIDGE GUARD RAIL WITH FS 3663.20 PAINTED ON IT.
 CG0308
 CG0308                          STATION RECOVERY (2006)
 CG0308
 CG0308'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0308'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0495 ***********************************************************************
 ER0495  DESIGNATION -  FORK
 ER0495  PID         -  ER0495
 ER0495  STATE/COUNTY-  AZ/APACHE
 ER0495  USGS QUAD   -  SALADO (1984)
 ER0495
 ER0495                         *CURRENT SURVEY CONTROL
 ER0495  ___________________________________________________________________
 ER0495* NAD 83(1992)-  34 24 11.56211(N)    109 24 37.27919(W)     ADJUSTED  
 ER0495* NAVD 88     -      1818.47   (+/-2cm)    5966.1    (feet)  VERTCON   
 ER0495  ___________________________________________________________________
 ER0495  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 ER0495  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0495
 ER0495  HORZ ORDER  -  SECOND
 ER0495  VERT ORDER  -  THIRD ? (See Below)
 ER0495
 ER0495.The horizontal coordinates were established by classical geodetic methods
 ER0495.and adjusted by the National Geodetic Survey in August 1993..
 ER0495
 ER0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0495.The vertical order pertains to the NGVD 29 superseded value.
 ER0495
 ER0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0495
 ER0495.The geoid height was determined by GEOID03.
 ER0495
 ER0495;                    North         East     Units Scale Factor Converg.
 ER0495;SPC AZ E     -   377,635.360   282,893.578   MT  0.99995958   +0 25 38.4
 ER0495;SPC AZ E     - 1,238,961.15    928,128.54   iFT  0.99995958   +0 25 38.4
 ER0495;UTM  12      - 3,808,010.148   646,109.824   MT  0.99986314   +0 53 54.0
 ER0495
 ER0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0495!SPC AZ E     -   0.99971825  x   0.99995958  =   0.99967784
 ER0495!UTM  12      -   0.99971825  x   0.99986314  =   0.99958143
 ER0495
 ER0495:                Primary Azimuth Mark                     Grid Az
 ER0495:SPC AZ E     -  BIG KNOLL RESET                          002 13 21.8
 ER0495:UTM  12      -  BIG KNOLL RESET                          001 45 06.2
 ER0495
 ER0495|---------------------------------------------------------------------|
 ER0495| PID    Reference Object                     Distance      Geod. Az  |
 ER0495|                                                           dddmmss.s |
 ER0495| ER0494 BIG KNOLL RESET                     APPROX. 8.6 KM 0023900.2 |
 ER0495| CD2902 FORK RM 2                            10.638 METERS 17449     |
 ER0495| CD2901 FORK RM 1                            10.727 METERS 35535     |
 ER0495|---------------------------------------------------------------------|
 ER0495
 ER0495                          SUPERSEDED SURVEY CONTROL
 ER0495
 ER0495  NAD 83(1986)-  34 24 11.56095(N)    109 24 37.28669(W) AD(       ) 2
 ER0495  NAD 27      -  34 24 11.42099(N)    109 24 34.93182(W) AD(       ) 2
 ER0495  NGVD 29 (07/19/86) 1817.62   (m)         5963.3    (f) LEVELING    3  
 ER0495
 ER0495.Superseded values are not recommended for survey control.
 ER0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0495.See file dsdata.txt to determine how the superseded data were derived.
 ER0495
 ER0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4611008010(NAD 83)
 ER0495_MARKER: DD = SURVEY DISK
 ER0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0495+STABILITY: SURFACE MOTION
 ER0495
 ER0495  HISTORY     - Date     Condition        Report By
 ER0495  HISTORY     - 1978     MONUMENTED       AZDT
 ER0495
 ER0495                          STATION DESCRIPTION
 ER0495
 ER0495'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0495'THE STATION IS ABOUT 8 MILES WEST-SOUTHWEST OF ST. JOHNS ALONG THE
 ER0495'EAST R/W OF U.S. HWY. 180-666 ABOVE A HWY. CUT-BANK.
 ER0495'
 ER0495'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---FORK 1978---AND IS
 ER0495'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96 FEET EAST OF HWY.
 ER0495'CENTERLINE, 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND MARKED WITH
 ER0495'A WITNESS POST AND SIGN 3.7 FEET TO THE EAST.
 ER0495'
 ER0495'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---FORK RM 2
 ER0495'1978---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4 FEET WEST
 ER0495'OF R/W FENCE.
 ER0495'
 ER0495'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---FORK RM 1
 ER0495'1978---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4 FEET WEST OF R/W
 ER0495'FENCE LINE.
 ER0495'
 ER0495'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HWY. 61 AND U.S.
 ER0495'HWY. 180-666 IN ST. JOHNS, TRAVEL SOUTH ON HWY. 180-666 FOR 8.21 MILES
 ER0495'TO MILE POST 377.11 AND THE STATION ON THE LEFT, EAST, ABOVE A HWY.
 ER0495'CUT AND EAST OF THE OLD ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0901 ***********************************************************************
 ES0901  DESIGNATION -  FORK
 ES0901  PID         -  ES0901
 ES0901  STATE/COUNTY-  AZ/NAVAJO
 ES0901  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0901
 ES0901                         *CURRENT SURVEY CONTROL
 ES0901  ___________________________________________________________________
 ES0901* NAD 83(1992)-  34 21 20.72987(N)    110 41 46.57008(W)     ADJUSTED  
 ES0901* NAVD 88     -      2190.7    (meters)    7187.     (feet)  VERTCON   
 ES0901  ___________________________________________________________________
 ES0901  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 ES0901  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0901
 ES0901  HORZ ORDER  -  SECOND
 ES0901
 ES0901.The horizontal coordinates were established by classical geodetic methods
 ES0901.and adjusted by the National Geodetic Survey in August 1993..
 ES0901
 ES0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0901
 ES0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0901
 ES0901.The geoid height was determined by GEOID03.
 ES0901
 ES0901;                    North         East     Units Scale Factor Converg.
 ES0901;SPC AZ E     -   372,239.672   164,642.289   MT  0.99992925   -0 17 56.0
 ES0901;SPC AZ E     - 1,221,258.77    540,164.99   iFT  0.99992925   -0 17 56.0
 ES0901;SPC AZ C     -   372,787.397   325,625.823   MT  1.00005531   +0 41 19.6
 ES0901;SPC AZ C     - 1,223,055.76  1,068,326.19   iFT  1.00005531   +0 41 19.6
 ES0901;UTM  12      - 3,801,644.676   527,931.433   MT  0.99960962   +0 10 17.1
 ES0901
 ES0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0901!SPC AZ E     -   0.99965997  x   0.99992925  =   0.99958924
 ES0901!SPC AZ C     -   0.99965997  x   1.00005531  =   0.99971526
 ES0901!UTM  12      -   0.99965997  x   0.99960962  =   0.99926972
 ES0901
 ES0901:                Primary Azimuth Mark                     Grid Az
 ES0901:SPC AZ E     -  LITTLE                                   020 52 41.2
 ES0901:SPC AZ C     -  LITTLE                                   019 53 25.6
 ES0901:UTM  12      -  LITTLE                                   020 24 28.1
 ES0901
 ES0901|---------------------------------------------------------------------|
 ES0901| PID    Reference Object                     Distance      Geod. Az  |
 ES0901|                                                           dddmmss.s |
 ES0901| ES0919 LITTLE                              APPROX. 0.6 KM 0203445.2 |
 ES0901| ES0888 BANK                                397.743 METERS 21730     |
 ES0901|---------------------------------------------------------------------|
 ES0901
 ES0901                          SUPERSEDED SURVEY CONTROL
 ES0901
 ES0901  NAD 83(1986)-  34 21 20.72382(N)    110 41 46.57488(W) AD(       ) 2
 ES0901  NGVD 29 (08/03/87) 2189.7    (m)         7184.     (f) VERT ANG       
 ES0901
 ES0901.Superseded values are not recommended for survey control.
 ES0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0901.See file dsdata.txt to determine how the superseded data were derived.
 ES0901
 ES0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2793101645(NAD 83)
 ES0901_MARKER: DS = TRIANGULATION STATION DISK
 ES0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0901+STABILITY: SURFACE MOTION
 ES0901
 ES0901  HISTORY     - Date     Condition        Report By
 ES0901  HISTORY     - 1984     MONUMENTED       AZDT
 ES0901  HISTORY     - 19971011 GOOD             USPSQD
 ES0901
 ES0901                          STATION DESCRIPTION
 ES0901
 ES0901'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0901'THE STATION IS LOCATED 7-3/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0901'SIDE OF STATE ROUTE 260.
 ES0901'
 ES0901'THE STATION MARK IS AN AZDT DISK STAMPED---FORK 1984---.  IT IS SET IN
 ES0901'TOP OF A 10 INCH CONCRETE MONUMENT 68 FEET NORTHWEST OF THE RIGHT OF
 ES0901'WAY FENCE, 49 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY AND 4 FEET
 ES0901'NORTHWEST OF THE WITNESS POST.
 ES0901'
 ES0901'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0901'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.05 MILES
 ES0901'TO MILEPOST 294.87 AND THE STATION ON THE LEFT.
 ES0901
 ES0901                          STATION RECOVERY (1997)
 ES0901
 ES0901'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1940 ***********************************************************************
 DU1940  DESIGNATION -  FORKS BUTTE
 DU1940  PID         -  DU1940
 DU1940  STATE/COUNTY-  AZ/GILA
 DU1940  USGS QUAD   -  FORKS BUTTE (1978)
 DU1940
 DU1940                         *CURRENT SURVEY CONTROL
 DU1940  ___________________________________________________________________
 DU1940* NAD 83(1992)-  33 43 31.77591(N)    110 12 48.15723(W)     ADJUSTED  
 DU1940* NAVD 88     -      1648.0    (meters)    5407.     (feet)  VERTCON   
 DU1940  ___________________________________________________________________
 DU1940  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DU1940  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DU1940
 DU1940  HORZ ORDER  -  THIRD
 DU1940
 DU1940.The horizontal coordinates were established by classical geodetic methods
 DU1940.and adjusted by the National Geodetic Survey in August 1993..
 DU1940
 DU1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1940
 DU1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1940
 DU1940.The geoid height was determined by GEOID03.
 DU1940
 DU1940;                    North         East     Units Scale Factor Converg.
 DU1940;SPC AZ E     -   302,209.617   209,031.276   MT  0.99990023   -0 01 33.4
 DU1940;SPC AZ E     -   991,501.37    685,798.15   iFT  0.99990023   -0 01 33.4
 DU1940;UTM  12      - 3,731,997.666   572,876.648   MT  0.99966547   +0 26 12.3
 DU1940
 DU1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1940!SPC AZ E     -   0.99974530  x   0.99990023  =   0.99964555
 DU1940!UTM  12      -   0.99974530  x   0.99966547  =   0.99941085
 DU1940
 DU1940:                Primary Azimuth Mark                     Grid Az
 DU1940:SPC AZ E     -  FORKS BUTTE AZ MK                        082 00 24.4
 DU1940:UTM  12      -  FORKS BUTTE AZ MK                        081 32 38.7
 DU1940
 DU1940|---------------------------------------------------------------------|
 DU1940| PID    Reference Object                     Distance      Geod. Az  |
 DU1940|                                                           dddmmss.s |
 DU1940| CD2903 FORKS BUTTE AZ MK                                  0815851.0 |
 DU1940| CD2904 FORKS BUTTE RM 1                      4.447 METERS 11604     |
 DU1940| CD2905 FORKS BUTTE RM 2                      6.291 METERS 21229     |
 DU1940|---------------------------------------------------------------------|
 DU1940
 DU1940                          SUPERSEDED SURVEY CONTROL
 DU1940
 DU1940  NAD 83(1986)-  33 43 31.77181(N)    110 12 48.16010(W) AD(       ) 3
 DU1940  NAD 27      -  33 43 31.57850(N)    110 12 45.78510(W) AD(       ) 3
 DU1940  NGVD 29 (07/19/86) 1647.3    (m)         5405.     (f) VERT ANG       
 DU1940
 DU1940.Superseded values are not recommended for survey control.
 DU1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1940.See file dsdata.txt to determine how the superseded data were derived.
 DU1940
 DU1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC7287731998(NAD 83)
 DU1940_MARKER: DS = TRIANGULATION STATION DISK
 DU1940_SETTING: 80 = SET IN A BOULDER
 DU1940_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1940
 DU1940  HISTORY     - Date     Condition        Report By
 DU1940  HISTORY     - 1958     MONUMENTED       CGS
 DU1940  HISTORY     - 1967     GOOD             AMS
 DU1940  HISTORY     - 1972     GOOD             AZHD
 DU1940  HISTORY     - 1973     GOOD             NGS
 DU1940
 DU1940                          STATION DESCRIPTION
 DU1940
 DU1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1940'THE STATION IS LOCATED ABOUT 17 MILES EAST OF THE SMALL SETTLEMENT
 DU1940'OF SENECA, 16 MILES SOUTHWEST OF WHITERIVER AND ON THE HIGHEST POINT
 DU1940'AND SUMMIT OF FORKS BUTTE, WHICH IS SITUATED BETWEEN THE WHITE
 DU1940'RIVER AND THE BLACK RIVER AND JUST EAST OF THEIR JUNCTION.  IT IS
 DU1940'3 FEET EAST OF A CAIRN AND SET ON THE HIGHEST POINT.  THE MARK
 DU1940'IS A STANDARD STATION DISK CEMENTED IN A DRILL HOLE IN AN
 DU1940'IRREGULAR SHAPED BOULDER, WHICH PROJECTS 3 INCHES ABOVE THE
 DU1940'SURFACE OF THE GROUND.  THE MARK IS STAMPED FORKS BUTTE 1958.
 DU1940'
 DU1940'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A CAIRN AND SET ABOUT 1 FOOT
 DU1940'LOWER THAN THE STATION.  THE MARK IS A STANDARD REFERENCE DISK
 DU1940'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER, WHICH
 DU1940'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DU1940'STAMPED FORKS BUTTE NO 1 1958.
 DU1940'
 DU1940'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A CAIRN AND SET ABOUT THE
 DU1940'SAME ELEVATION AS THE STATION.  THE MARK IS A STANDARD REFERENCE
 DU1940'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER,
 DU1940'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 DU1940'IS STAMPED FORKS BUTTE NO 2 1958.
 DU1940'
 DU1940'THE AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF A BLADED ROAD
 DU1940'AND 4 FEET EAST OF THE CENTER OF A BLADED ROAD AND 4 FEET WEST
 DU1940'OF A WITNESS POST.  THE MARK IS A STANDARD AZIMUTH DISK CEMENTED
 DU1940'IN A DRILL HOLE IN A LARGE BOULDER, WHICH PROJECTS ABOUT 4 FEET
 DU1940'ABOVE THE ROAD SURFACE.  THE MARK IS STAMPED FORKS BUTTE 1958.
 DU1940'
 DU1940'TO REACH THE STATION FROM THE MAIN STREET AND POST OFFICE IN
 DU1940'WHITERIVER, GO SOUTH ON STATE HIGHWAY 73 FOR 3.9 MILES TO A T
 DU1940'JUNCTION LEFT, KEEP RIGHT SOUTHWEST ON STATE HIGHWAY 73 FOR 7.75
 DU1940'MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING WOODED BRIDGE,
 DU1940'TURN LEFT AND GO SOUTHERLY ON A BLADED ROAD FOR 5.5 MILES TO A
 DU1940'WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO A
 DU1940'WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO A
 DU1940'BRIDGE OVER THE WHITE RIVER, CONTINUE ON DIRT ROAD UP GRADE
 DU1940'FOR 1.1 MILES TO A WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR
 DU1940'2.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DU1940'CONTINUE ON BLADED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND
 DU1940'A 6-INCH TRIANGULAR BLAZED TREE, TURN RIGHT ON TRACK ROAD AND GO
 DU1940'0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST ALONG
 DU1940'STOCK TRAIL, THENCE UP HILL AND FOLLOW TOP OF RIDGE TO THE
 DU1940'HIGHEST POINT AND STATION AS DESCRIBED.
 DU1940'
 DU1940'(1 HOUR PACK)
 DU1940'
 DU1940'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU1940
 DU1940                          STATION RECOVERY (1967)
 DU1940
 DU1940'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1940'STATION FORKS BUTTE IS LOCATED APPROXIMATELY 19.0 AIRMILES (SSE) OF
 DU1940'CARRIZO, ARIZONA AND 16.0 AIRMILES (SW) OF WHITERIVER, ARIZONA.
 DU1940'
 DU1940'TO REACH THE STATION FROM THE P.O. IN WHITERIVER GO (S) ON HWY
 DU1940'73 FOR 11.4 MI TO A SIDE ROAD ON LEFT (S) JUST AFTER CROSSING A
 DU1940'BRIDGE, TURN LEFT AND PROCEED IN SOUTHERLY DIRECTION ON BLADED ROAD
 DU1940'FOR 6.2 MI TO A BRIDGE OVER THE WHITERIVER, CONTINUE ON BLADED
 DU1940'ROAD FOR 1.8 MI TO A FORK IN ROAD, TAKE RIGHT FORK AND CONTINUE
 DU1940'1.4 MI TO FORKS BUTTE AZIMUTH MARK, CONTINUE ON ROAD FOR 0.6 MI
 DU1940'TO A SIDE ROAD RIGHT, TAKE RIGHT SIDE ROAD FOR 0.1 MI TO END OF
 DU1940'JEEP TRAVEL.  FROM HERE PACK (W) AND FOLLOW RIDGE TO THE HIGHEST
 DU1940'POINT ON FORKS BUTTE AND THE STATION.  PACK TIME WITH
 DU1940'HEAVY LOAD IS 45 MINUTES.
 DU1940'
 DU1940'THE STATION IS LOCATED AT THE HIGHEST POINT ON THE SUMMIT OF
 DU1940'FORKS BUTTE.  THE MARK IS A STANDARD USC AND GS BRONZE DISK
 DU1940'CEMENTED IN ROCK PROJECTING ABOUT 2 INCHES AND STAMPED FORKS BUTTE
 DU1940'1958.
 DU1940'
 DU1940'THE AZIMUTH MARK IS LOCATED 10.0 FT (E) OF ROAD CENTERLINE IN A
 DU1940'LARGE BOULDER APPROXIMATELY 4.0 FT ABOVE ROAD LEVEL.  THE MARK IS
 DU1940'A STANDARD USC AND GS AZIMUTH DISK CEMENTED IN ROCK AND STAMPED
 DU1940'FORKS BUTTE 1958.
 DU1940'
 DU1940'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU1940'PROJECTING 1 INCH AND STAMPED FORKS BUTTE NO 1 1958.  FROM THE
 DU1940'STATION IT IS (E) ON A MAG AZ OF 116 DEG AT A DISTANCE OF 4.46M
 DU1940'AND A DE OF -1.0 FT.
 DU1940'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK AT
 DU1940'SAME ELEVATION AS THE STATION AND STAMPED FORKS BUTTE NO 2 1958.
 DU1940'FROM THE STATION IT IS (S) ON A MAG AZ OF 210 DEG AT A DISTANCE OF
 DU1940'6.28M AND PROTRUDING 2 INCHES ABOVE SURFACE OF GROUND.
 DU1940'
 DU1940'THE CONDITION OF ALL MARKS RECOVERED WAS EXCELLENT.
 DU1940'
 DU1940'THE VIEW FROM THE HEIGHT OF TRIPOD IS UNOBSTRUCTED IN ALL DIRECTIONS.
 DU1940
 DU1940                          STATION RECOVERY (1972)
 DU1940
 DU1940'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1940'GENERAL LOCATION FORT APACHE INDIAN RESERVATION (ABOUT 17 MILES
 DU1940'EAST OF SENECA)
 DU1940'
 DU1940'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1940'
 DU1940'STATION MARK STD. USC AND GS B.C. STAMPED FORKS BUTTE 1958
 DU1940'
 DU1940'REFERENCE MARKS NO. 1 USC AND GS S.T.D. B.C. STAMPED FORKS
 DU1940'BUTTE 1958 UNABLE TO LOCATE NO. 2
 DU1940
 DU1940                          STATION RECOVERY (1973)
 DU1940
 DU1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU1940'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1940'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ROUTE TO THE STATION
 DU1940'IS ADEQUATE.  IT WAS NOTED THAT THE AZIMUTH MARK IS ON THE INSIDE
 DU1940'OF A CURVE IN 5 FOOT LEDGE OF BEDROCK WHICH IS ABOUT 200 FEET PAST
 DU1940'BENCH MARK Y 43 1934.  THE BENCH MARK HAS A TARGET POLE ON IT AT
 DU1940'THIS TIME.
 DU1940'
 DU1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DU1940'SOUTHEAST OF WHITERIVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0933 ***********************************************************************
 ET0933  DESIGNATION -  FORT
 ET0933  PID         -  ET0933
 ET0933  STATE/COUNTY-  AZ/YAVAPAI
 ET0933  USGS QUAD   -  BUMBLE BEE (1969)
 ET0933
 ET0933                         *CURRENT SURVEY CONTROL
 ET0933  ___________________________________________________________________
 ET0933* NAD 83(1992)-  34 08 06.83163(N)    112 09 16.92766(W)     ADJUSTED  
 ET0933* NAVD 88     -       935.6    (meters)    3070.     (feet)  VERTCON   
 ET0933  ___________________________________________________________________
 ET0933  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET0933  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 ET0933
 ET0933  HORZ ORDER  -  SECOND
 ET0933
 ET0933.The horizontal coordinates were established by classical geodetic methods
 ET0933.and adjusted by the National Geodetic Survey in August 1993..
 ET0933
 ET0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0933
 ET0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0933
 ET0933.The geoid height was determined by GEOID03.
 ET0933
 ET0933;                    North         East     Units Scale Factor Converg.
 ET0933;SPC AZ C     -   347,678.252   191,406.226   MT  0.99990594   -0 08 00.9
 ET0933;SPC AZ C     - 1,140,676.68    627,973.18   iFT  0.99990594   -0 08 00.9
 ET0933;UTM  12      - 3,777,752.360   393,532.346   MT  0.99973973   -0 38 52.9
 ET0933
 ET0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0933!SPC AZ C     -   0.99985750  x   0.99990594  =   0.99976346
 ET0933!UTM  12      -   0.99985750  x   0.99973973  =   0.99959727
 ET0933
 ET0933:                Primary Azimuth Mark                     Grid Az
 ET0933:SPC AZ C     -  A 2                                      018 59 52.5
 ET0933:UTM  12      -  A 2                                      019 30 44.5
 ET0933
 ET0933|---------------------------------------------------------------------|
 ET0933| PID    Reference Object                     Distance      Geod. Az  |
 ET0933|                                                           dddmmss.s |
 ET0933| ET0932 A 2                                 APPROX. 1.8 KM 0185151.6 |
 ET0933| CH2307 FORT RM 1                             8.023 METERS 18045     |
 ET0933| CH2308 FORT RM 2                             6.473 METERS 25942     |
 ET0933|---------------------------------------------------------------------|
 ET0933
 ET0933                          SUPERSEDED SURVEY CONTROL
 ET0933
 ET0933  NAD 83(1986)-  34 08 06.82607(N)    112 09 16.92911(W) AD(       ) 2
 ET0933  NAD 27      -  34 08 06.70510(N)    112 09 14.35160(W) AD(       ) 2
 ET0933  NGVD 29 (07/19/86)  935.0    (m)         3068.     (f) VERT ANG       
 ET0933
 ET0933.Superseded values are not recommended for survey control.
 ET0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0933.See file dsdata.txt to determine how the superseded data were derived.
 ET0933
 ET0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9353277752(NAD 83)
 ET0933_MARKER: DS = TRIANGULATION STATION DISK
 ET0933_SETTING: 80 = SET IN A BOULDER
 ET0933_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0933
 ET0933  HISTORY     - Date     Condition        Report By
 ET0933  HISTORY     - 1959     MONUMENTED       CGS
 ET0933
 ET0933                          STATION DESCRIPTION
 ET0933
 ET0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0933'THE STATION IS ABOUT 5 MILES NORTH OF BLACK CANYON, 1 MILE
 ET0933'EAST OF BLACK CANYON CREEK, 1/2 MILE WEST OF ARIZONA STATE
 ET0933'HIGHWAY 69 AND JUST SOUTH OF THE RUINS OF AN ANCIENT INDIAN
 ET0933'PUEBLO WHICH IS ON THE NORTH END OF A HIGH, PROMINENT, NORTH-SOUTH
 ET0933'RIDGE.
 ET0933'
 ET0933'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0933'GO NORTH ON STATE HIGHWAY 69 FOR 5.3 MILES TO THE NORTH END
 ET0933'OF A LARGE FILL AND THE END OF TRUCK TRAVEL.  PACK WEST AND
 ET0933'THEN SOUTH UP AND AROUND SEVERAL WASHES TO THE TOP OF THE RIDGE
 ET0933'AND THE STATION.
 ET0933'
 ET0933'THE STATION MARK IS A STANDARD DISK, STAMPED FORT 1958, CEMENTED
 ET0933'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.  IT IS
 ET0933'46 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD PUEBLO AND IS
 ET0933'18 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 ET0933'
 ET0933'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FORT NO 1 1958,
 ET0933'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET
 ET0933'AND IS 27 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 ET0933'
 ET0933'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FORT NO 2
 ET0933'1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0933'3 FEET AND IS 23 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 ET0933'
 ET0933'TRIANGULATION STATION A 2 CAN BE USED FOR AN AZIMUTH MARK.
 ET0933'(SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0799 ***********************************************************************
 DT0799  DESIGNATION -  FORT
 DT0799  PID         -  DT0799
 DT0799  STATE/COUNTY-  AZ/NAVAJO
 DT0799  USGS QUAD   -  WHITERIVER (1984)
 DT0799
 DT0799                         *CURRENT SURVEY CONTROL
 DT0799  ___________________________________________________________________
 DT0799* NAD 83(1992)-  33 45 51.74502(N)    109 57 43.74252(W)     ADJUSTED  
 DT0799* NAVD 88     -      1944.35   (+/-2cm)    6379.1    (feet)  VERTCON   
 DT0799  ___________________________________________________________________
 DT0799  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 DT0799  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DT0799
 DT0799  HORZ ORDER  -  THIRD
 DT0799  VERT ORDER  -  THIRD ? (See Below)
 DT0799
 DT0799.The horizontal coordinates were established by classical geodetic methods
 DT0799.and adjusted by the National Geodetic Survey in August 1993..
 DT0799
 DT0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0799.The vertical order pertains to the NGVD 29 superseded value.
 DT0799
 DT0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0799
 DT0799.The geoid height was determined by GEOID03.
 DT0799
 DT0799;                    North         East     Units Scale Factor Converg.
 DT0799;SPC AZ E     -   306,539.515   232,304.293   MT  0.99990442   +0 06 49.2
 DT0799;SPC AZ E     - 1,005,707.07    762,153.19   iFT  0.99990442   +0 06 49.2
 DT0799;UTM  12      - 3,736,514.503   596,108.978   MT  0.99971387   +0 34 36.7
 DT0799
 DT0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0799!SPC AZ E     -   0.99969868  x   0.99990442  =   0.99960313
 DT0799!UTM  12      -   0.99969868  x   0.99971387  =   0.99941263
 DT0799
 DT0799|---------------------------------------------------------------------|
 DT0799| PID    Reference Object                     Distance      Geod. Az  |
 DT0799|                                                           dddmmss.s |
 DT0799| CD2910 FORT RM 1                            14.251 METERS 06654     |
 DT0799| CD2909 FORT AZ MK                                         1381826.9 |
 DT0799| CD2911 FORT RM 2                            18.018 METERS 19857     |
 DT0799|---------------------------------------------------------------------|
 DT0799
 DT0799                          SUPERSEDED SURVEY CONTROL
 DT0799
 DT0799  NAD 83(1986)-  33 45 51.74145(N)    109 57 43.74566(W) AD(       ) 3
 DT0799  NAD 27      -  33 45 51.53460(N)    109 57 41.38560(W) AD(       ) 3
 DT0799  NGVD 29 (07/19/86) 1943.58   (m)         6376.6    (f) LEVELING    3  
 DT0799
 DT0799.Superseded values are not recommended for survey control.
 DT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0799.See file dsdata.txt to determine how the superseded data were derived.
 DT0799
 DT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9610936515(NAD 83)
 DT0799_MARKER: DS = TRIANGULATION STATION DISK
 DT0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0799
 DT0799  HISTORY     - Date     Condition        Report By
 DT0799  HISTORY     - 1958     MONUMENTED       CGS
 DT0799  HISTORY     - 1967     GOOD             CGS
 DT0799  HISTORY     - 1972     GOOD             AZHD
 DT0799
 DT0799                          STATION DESCRIPTION
 DT0799
 DT0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0799'THE STATION IS LOCATED 7 MILES AIRLINE SOUTH OF WHITERIVER,
 DT0799'4 MILES AIRLINE SOUTH-SOUTHEAST OF FORT APACHE AND 75 YARDS
 DT0799'SOUTH OF THE NORTH RIM OF THE MESA.  IT IS 4 FEET EAST OF A
 DT0799'WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH ABOVE THE SURFACE
 DT0799'OF THE GROUND AND IS STAMPED FORT 1958.
 DT0799'
 DT0799'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 DT0799'A DRILL HOLE IN A SMALL BOULDER.  THE BOULDER PROJECTS 3 INCHES
 DT0799'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED FORT NO 1 1958.
 DT0799'
 DT0799'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 DT0799'A DRILL HOLE IN A SMALL BOULDER.  THE BOULDER PROJECTS 3
 DT0799'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED FORT NO 2
 DT0799'1958.
 DT0799'
 DT0799'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 DT0799'AND 3 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE
 DT0799'MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 DT0799'STAMPED FORT 1958.
 DT0799'
 DT0799'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER GO SOUTH
 DT0799'ON STATE HIGHWAY 73 FOR 3.7 MILES TO A SIDE ROAD LEFT.  TURN
 DT0799'LEFT ON THE OIL ROAD PASSING THROUGH FORT APACHE AND GO 2.35
 DT0799'MILES TO A SIDE ROAD RIGHT AND A SIGN MAVERICK TONTO LAKE.  TURN
 DT0799'RIGHT AND GO 4 MILES TO A TRACK ROAD RIGHT JUST AFTER REACHING
 DT0799'THE TOP OF THE MESA.  TURN RIGHT ON THE TRACK ROAD AND GO 0.25
 DT0799'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE
 DT0799'AZIMUTH MARK CONTINUE STRAIGHT AHEAD, WEST ON THE TRACK ROAD
 DT0799'AND GO 0.15 MILE THENCE TURN RIGHT, NORTH AND GO 0.05 MILE TO
 DT0799'THE STATION AS DESCRIBED.
 DT0799'
 DT0799'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 DT0799
 DT0799                          STATION RECOVERY (1967)
 DT0799
 DT0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DT0799'THE STATION MARK, REFERENCE NUMBER 1, REFERENCE MARK
 DT0799'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DT0799'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DT0799'
 DT0799'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER, GO
 DT0799'SOUTH ON STATE HIGHWAY 73 FOR 3.8 MILES TO A SIDE ROAD LEFT AND
 DT0799'SIGN FT. APACHE-MAVERICK.  TURN LEFT AND GO EAST ON THE MAIN
 DT0799'PAVED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT AND SIGN TONTO
 DT0799'LAKE-MAVERICK.  TURN RIGHT AND GO SOUTHERLY ON 7 MILE ROAD
 DT0799'FOR 4.0 MILES TO THE TOP OF THE RIDGE AND A SIDE ROAD RIGHT.
 DT0799'TURN RIGHT AND GO NORTHERLY ON A TRACK ROAD FOR 0.2 MILE TO THE
 DT0799'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY ON THE TRACK ROAD
 DT0799'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 DT0799'NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE AND THE STATION ON THE
 DT0799'LEFT.
 DT0799'
 DT0799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 DT0799'SOUTH OF WHITERIVER, 3.0 MILES SOUTH OF FORT APACHE, 2.5 MILES
 DT0799'EAST-SOUTHEAST OF STATE HIGHWAY 73 AND 0.4 MILE WEST OF 7 MILE
 DT0799'ROAD.
 DT0799
 DT0799                          STATION RECOVERY (1972)
 DT0799
 DT0799'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ARD)
 DT0799'GENERAL LOCATION AS PER DESCRIPTION
 DT0799'
 DT0799'TO REACH AS PER DESCRIPTION WITH FOLLOWING CORRECTION TO LAST
 DT0799'SENTENCE.  TURN RIGHT AND GO 3.6 MILES TO A CATTLEGUARD.
 DT0799'CROSS C.G. AND TURN HARD RT TO OLD ABANDONED ROAD AND CONTINUE
 DT0799'0.4 MILE TO TOP OF HILL TRACKS FOR 0.25 MI. TO AZ. ON LEFT.
 DT0799'CONTINUE FOR 0.15 MI. TO THE STA.
 DT0799'
 DT0799'STATION MARK AS PER DESCRIP
 DT0799'
 DT0799'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD
 DT0799'
 DT0799'AZIMUTH MARK GOOD
 DT0799'
 DT0799'TRACKS FOR 0.25 MI TO AZ ON LEFT.  CONTINUE FOR 0.15 TO THE STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0956 ***********************************************************************
 ES0956  DESIGNATION -  FORT 2
 ES0956  PID         -  ES0956
 ES0956  STATE/COUNTY-  AZ/NAVAJO
 ES0956  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES0956
 ES0956                         *CURRENT SURVEY CONTROL
 ES0956  ___________________________________________________________________
 ES0956* NAD 83(1992)-  34 03 09.07638(N)    110 40 58.97023(W)     ADJUSTED  
 ES0956* NAVD 88     -      1818.0    (meters)    5965.     (feet)  VERTCON   
 ES0956  ___________________________________________________________________
 ES0956  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 ES0956  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ES0956
 ES0956  HORZ ORDER  -  THIRD
 ES0956
 ES0956.The horizontal coordinates were established by classical geodetic methods
 ES0956.and adjusted by the National Geodetic Survey in August 1993..
 ES0956
 ES0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0956
 ES0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0956
 ES0956.The geoid height was determined by GEOID03.
 ES0956
 ES0956;                    North         East     Units Scale Factor Converg.
 ES0956;SPC AZ E     -   338,599.363   165,688.192   MT  0.99992801   -0 17 21.0
 ES0956;SPC AZ E     - 1,110,890.30    543,596.43   iFT  0.99992801   -0 17 21.0
 ES0956;UTM  12      - 3,768,024.756   529,251.926   MT  0.99961055   +0 10 38.9
 ES0956
 ES0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0956!SPC AZ E     -   0.99971858  x   0.99992801  =   0.99964661
 ES0956!UTM  12      -   0.99971858  x   0.99961055  =   0.99932924
 ES0956
 ES0956:                Primary Azimuth Mark                     Grid Az
 ES0956:SPC AZ E     -  MID                                      258 28 02.6
 ES0956:UTM  12      -  MID                                      258 00 02.7
 ES0956
 ES0956|---------------------------------------------------------------------|
 ES0956| PID    Reference Object                     Distance      Geod. Az  |
 ES0956|                                                           dddmmss.s |
 ES0956| ES0957 MID                                 APPROX. 9.7 KM 2581041.6 |
 ES0956|---------------------------------------------------------------------|
 ES0956
 ES0956                          SUPERSEDED SURVEY CONTROL
 ES0956
 ES0956  NAD 83(1986)-  34 03 09.07082(N)    110 40 58.97398(W) AD(       ) 3
 ES0956  NGVD 29 (09/20/88) 1817.2    (m)         5962.     (f) VERT ANG       
 ES0956
 ES0956.Superseded values are not recommended for survey control.
 ES0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0956.See file dsdata.txt to determine how the superseded data were derived.
 ES0956
 ES0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2925268025(NAD 83)
 ES0956_MARKER: DS = TRIANGULATION STATION DISK
 ES0956_SETTING: 66 = SET IN ROCK OUTCROP
 ES0956_SP_SET: SET IN ROCK OUTCROP
 ES0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0956+STABILITY: POSITION/ELEVATION WELL
 ES0956
 ES0956  HISTORY     - Date     Condition        Report By
 ES0956  HISTORY     - 1946     MONUMENTED       USGS
 ES0956  HISTORY     - 1960     GOOD             USGS
 ES0956
 ES0956                          STATION DESCRIPTION
 ES0956
 ES0956'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES0956'LOCATED ABOUT 17 MI E. OF YOUNG, ABOUT 12 MI W. OF CIBECUE, ABOUT
 ES0956'3 MI SW. OF GRASSHOPPER.  ON HIGHEST POINT OF N.-S., ROCKY RIDGE
 ES0956'OVERLOOKING OAK CREEK TO THE W.
 ES0956'
 ES0956'TO REACH FROM GRASSHOPPER, DRIVE 0.1 MI W. TO BOARD GATE.  TURN
 ES0956'LEFT 3.8 MI S. TO WATER TANK.  GO ON FOOT W. TO SUMMIT OF RIDGE
 ES0956'AND STATION.
 ES0956'
 ES0956'STATION MARK--STANDARD TABLET STAMPED---FORT 2 1946---, CEMENTED IN
 ES0956'ROCK OUTCROP FLUSH WITH GROUND.
 ES0956'
 ES0956'RMS--NONE SET.
 ES0956
 ES0956                          STATION RECOVERY (1960)
 ES0956
 ES0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0956'RECOVERED AS DESCRIBED BY USGS.  STATION MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0963 ***********************************************************************
 CG0963  DESIGNATION -  FORT HUACHUCA
 CG0963  PID         -  CG0963
 CG0963  STATE/COUNTY-  AZ/COCHISE
 CG0963  USGS QUAD   -  FORT HUACHUCA (1983)
 CG0963
 CG0963                         *CURRENT SURVEY CONTROL
 CG0963  ___________________________________________________________________
 CG0963* NAD 83(1992)-  31 33 11.09760(N)    110 21 36.45188(W)     ADJUSTED  
 CG0963* NAVD 88     -      1522.     (meters)    4993.     (feet)  SCALED    
 CG0963  ___________________________________________________________________
 CG0963  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CG0963  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CG0963
 CG0963  HORZ ORDER  -  FIRST
 CG0963
 CG0963.The horizontal coordinates were established by classical geodetic methods
 CG0963.and adjusted by the National Geodetic Survey in August 1993..
 CG0963
 CG0963.The orthometric height was scaled from a topographic map.
 CG0963
 CG0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0963
 CG0963.The geoid height was determined by GEOID03.
 CG0963
 CG0963;                    North         East     Units Scale Factor Converg.
 CG0963;SPC AZ E     -    61,332.710   194,993.172   MT  0.99990416   -0 06 04.4
 CG0963;SPC AZ E     -   201,222.80    639,741.38   iFT  0.99990416   -0 06 04.4
 CG0963;SPC AZ C     -    62,367.104   361,144.921   MT  1.00016930   +0 48 52.8
 CG0963;SPC AZ C     -   204,616.48  1,184,858.66   iFT  1.00016930   +0 48 52.8
 CG0963;UTM  12      - 3,491,077.485   560,731.464   MT  0.99964549   +0 20 05.5
 CG0963
 CG0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0963!SPC AZ E     -   0.99976546  x   0.99990416  =   0.99966965
 CG0963!SPC AZ C     -   0.99976546  x   1.00016930  =   0.99993472
 CG0963!UTM  12      -   0.99976546  x   0.99964549  =   0.99941104
 CG0963
 CG0963|---------------------------------------------------------------------|
 CG0963| PID    Reference Object                     Distance      Geod. Az  |
 CG0963|                                                           dddmmss.s |
 CG0963| CC7416 FORT HUACHUCA RM 1                    6.791 METERS 02228     |
 CG0963| CC7417 FORT HUACHUCA RM 2                    6.801 METERS 24146     |
 CG0963| CG0965 BABOCOMARI                          APPROX.13.8 KM 3261634.4 |
 CG0963| CC7415 FORT HUACHUCA AZ MK                                3472214.2 |
 CG0963|---------------------------------------------------------------------|
 CG0963
 CG0963                          SUPERSEDED SURVEY CONTROL
 CG0963
 CG0963  NAD 83(1986)-  31 33 11.08890(N)    110 21 36.44374(W) AD(       ) 1
 CG0963  NAD 27      -  31 33 10.74900(N)    110 21 34.14300(W) AD(       ) 1
 CG0963
 CG0963.Superseded values are not recommended for survey control.
 CG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0963.See file dsdata.txt to determine how the superseded data were derived.
 CG0963
 CG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6073191077(NAD 83)
 CG0963_MARKER: DS = TRIANGULATION STATION DISK
 CG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0963
 CG0963  HISTORY     - Date     Condition        Report By
 CG0963  HISTORY     - 1938     MONUMENTED       CGS
 CG0963  HISTORY     - 1947     POOR             CGS
 CG0963  HISTORY     - 1954     POOR             CGS
 CG0963  HISTORY     - 1960     MARK NOT FOUND   CGS
 CG0963
 CG0963                          STATION DESCRIPTION
 CG0963
 CG0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0963'STATION IS ON THE GROUNDS OF FORT HUACHUCA, A U.S. ARMY POST,
 CG0963'ABOUT 0.1 MILE S OF THE E RADIO TOWER NEAR THE E CORNER OF THE
 CG0963'N PARADE GROUNDS, AND 0.11 MILE SW OF THE FORT HUACHUCA RAILROAD
 CG0963'STATION.  THIS IS AT THE MAIN INTERSECTION AT THE ENTRANCE
 CG0963'TO THE FORT PROPER AT THE CORNER OF MIZNER AVENUE AND WINROW
 CG0963'STREET.  A LARGE SIGN ACROSS THE STREET FROM THE STATION
 CG0963'READS TRUCKS NOW ALLOWED ON THIS STREET.
 CG0963'
 CG0963'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 CG0963'IN CONCRETE.
 CG0963'
 CG0963'TO REACH THE STATION FROM FORT HUACHUCA RAILROAD STATION
 CG0963'GO SW 0.11 MILE ON MIZNER AVENUE TO THE INTERSECTION AT WINROW
 CG0963'STREET.  STATION IS AT THE S CORNER, FLUSH WITH THE GROUND,
 CG0963'42 FEET SE OF MIZNER AVENUE CENTER LINE, 6.5 FEET SE OF S
 CG0963'EDGE OF SIDEWALK ON MIZNER AVENUE, 84 FEET SW OF CENTER LINE
 CG0963'OF WINROW STREET, AND 60.22 FEET S OF CULVERT ABUTMENT.
 CG0963'
 CG0963'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NW OF STATION IN
 CG0963'CONCRETE BASE OF FORMER RADIO TOWER.  IT IS 63 FEET SW OF
 CG0963'WINROW STREET.
 CG0963'
 CG0963'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN THE SIDEWALK OF
 CG0963'MIZNER AVENUE.  THE FORMER IS 1 FOOT NW OF SE EDGE OF SIDEWALK AND
 CG0963'THE LATTER IS 6 INCHES NW OF SE EDGE OF SIDEWALK.
 CG0963
 CG0963                          STATION RECOVERY (1947)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AMS)
 CG0963'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK IS IN
 CG0963'FAIR CONDITION, AS IT IS BADLY SCARRED FROM GRASS CUTTING
 CG0963'AND RAKING MACHINES.  STAMPING IS ILLEGIBLE.
 CG0963'
 CG0963'THE SIGN, TRUCKS NOW ALLOWED ON THIS ROAD, IS GONE.
 CG0963
 CG0963                          STATION RECOVERY (1954)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GBJ)
 CG0963'THE TWO REFERENCE MARKS AND AZIMUTH MARKS WERE FOUND TO BE IN
 CG0963'GOOD CONDITION AND AS DESCRIBED.  THE STATION MARK IS MULTILATED
 CG0963'AND IN DANGER OF BEING DISTURBED DUE TO GRADING OPERATIONS
 CG0963'FOR WEED CONTROL.  THE DESCRIPTION IS ADEQUATE FOR THE IMMEDIATE
 CG0963'AREA ONLY.  A NEW DESCRIPTION FOR THE STATION MARK FOLLOWS--
 CG0963'
 CG0963'FROM THE MAIN ENTRANCE TO FORT HUACHUCA AT FRY, ARIZONA, CONTINUE
 CG0963'WESTERLY 3.5 MILES ALONG MAIN ROAD TO INTERSECTION OF MIZNER
 CG0963'AVE. AND WINROW ROAD.
 CG0963
 CG0963                          STATION RECOVERY (1960)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ERS)
 CG0963'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  NO SIGN OF ANY
 CG0963'MONUMENTS COULD BE FOUND.  APPARENTLY THE STATION AND REFERENCE
 CG0963'MARKS HAVE BEEN DESTROYED DURING GRADING AND STREET CONSTRUCTION
 CG0963'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1088 ***********************************************************************
 FS1088  DESIGNATION -  FORT MOHAVE FLAGSTAFF
 FS1088  PID         -  FS1088
 FS1088  STATE/COUNTY-  AZ/MOHAVE
 FS1088  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1088
 FS1088                         *CURRENT SURVEY CONTROL
 FS1088  ___________________________________________________________________
 FS1088* NAD 83(1992)-  35 02 38.13652(N)    114 37 20.47079(W)     ADJUSTED  
 FS1088* NAVD 88     -                                                        
 FS1088  ___________________________________________________________________
 FS1088  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FS1088  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FS1088
 FS1088  HORZ ORDER  -  THIRD
 FS1088
 FS1088.The horizontal coordinates were established by classical geodetic methods
 FS1088.and adjusted by the National Geodetic Survey in August 1993..
 FS1088
 FS1088
 FS1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1088
 FS1088.The geoid height was determined by GEOID03.
 FS1088
 FS1088;                    North         East     Units Scale Factor Converg.
 FS1088;SPC AZ W     -   448,809.880   133,771.323   MT  1.00001137   -0 30 03.4
 FS1088;SPC AZ W     - 1,472,473.36    438,882.29   iFT  1.00001137   -0 30 03.4
 FS1088;SPC CA 5     -   676,438.361 2,308,096.368   MT  0.99993515   +1 55 31.1
 FS1088;SPC CA 5     - 2,219,281.52  7,572,479.50   sFT  0.99993515   +1 55 31.1
 FS1088;SPC NV E     - 8,033,026.789   287,671.873   MT  0.99999470   +0 33 06.6
 FS1088;SPC NV E     -26,355,022.06    943,803.47   sFT  0.99999470   +0 33 06.6
 FS1088;UTM  11      - 3,880,499.080   716,869.587   MT  1.00017968   +1 21 56.8
 FS1088
 FS1088                          SUPERSEDED SURVEY CONTROL
 FS1088
 FS1088  NAD 83(1986)-  35 02 38.14327(N)    114 37 20.46932(W) AD(       ) 4
 FS1088  NAD 27      -  35 02 38.16100(N)    114 37 17.58700(W) AD(       ) 3
 FS1088
 FS1088.Superseded values are not recommended for survey control.
 FS1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1088.See file dsdata.txt to determine how the superseded data were derived.
 FS1088
 FS1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1687080499(NAD 83)
 FS1088_MARKER: 83 = FLAGSTAFF
 FS1088
 FS1088  HISTORY     - Date     Condition        Report By
 FS1088  HISTORY     - 1893     FIRST OBSERVED   CGS
 FS1088
 FS1088                          STATION DESCRIPTION
 FS1088
 FS1088'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0781 ***********************************************************************
 DT0781  DESIGNATION -  FORT THOMAS SCHOOLHOUSE BELFRY
 DT0781  PID         -  DT0781
 DT0781  STATE/COUNTY-  AZ/GRAHAM
 DT0781  USGS QUAD   -  FORT THOMAS (1989)
 DT0781
 DT0781                         *CURRENT SURVEY CONTROL
 DT0781  ___________________________________________________________________
 DT0781* NAD 83(1992)-  33 02 05.52886(N)    109 57 51.83289(W)     ADJUSTED  
 DT0781* NAVD 88     -                                                        
 DT0781  ___________________________________________________________________
 DT0781  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DT0781  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0781
 DT0781  HORZ ORDER  -  THIRD
 DT0781
 DT0781.The horizontal coordinates were established by classical geodetic methods
 DT0781.and adjusted by the National Geodetic Survey in August 1993..
 DT0781
 DT0781
 DT0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0781
 DT0781.The geoid height was determined by GEOID03.
 DT0781
 DT0781;                    North         East     Units Scale Factor Converg.
 DT0781;SPC AZ E     -   225,636.488   232,253.342   MT  0.99990440   +0 06 37.0
 DT0781;SPC AZ E     -   740,277.19    761,986.03   iFT  0.99990440   +0 06 37.0
 DT0781;UTM  12      - 3,655,629.021   596,705.703   MT  0.99971531   +0 33 52.6
 DT0781
 DT0781                          SUPERSEDED SURVEY CONTROL
 DT0781
 DT0781  NAD 83(1986)-  33 02 05.52160(N)    109 57 51.83450(W) AD(       ) 4
 DT0781  NAD 27      -  33 02 05.30400(N)    109 57 49.52800(W) AD(       ) 3
 DT0781
 DT0781.Superseded values are not recommended for survey control.
 DT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0781.See file dsdata.txt to determine how the superseded data were derived.
 DT0781
 DT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9670655629(NAD 83)
 DT0781_MARKER: 75 = BELFRY
 DT0781
 DT0781  HISTORY     - Date     Condition        Report By
 DT0781  HISTORY     - 1945     FIRST OBSERVED   CGS
 DT0781
 DT0781                          STATION DESCRIPTION
 DT0781
 DT0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0781'AN OBJECT INTERSECTED FROM TRIANGULATION STATIONS.
 DT0781'
 DT0781'A SMALL BELFRY, OR CUPOLA, ON TOP OF A TWO-STORY RED BRICK SCHOOL
 DT0781'BUILDING WITH A GREEN ROOF.  THE SCHOOLHOUSE IS LOCATED ON
 DT0781'A HILLOCK ON THE S SIDE OF THE VILLAGE OF FORT THOMAS, ABOUT
 DT0781'200 YARDS S OF THE RAILROAD.  THE FOLLOWING LEGEND IS LETTERED
 DT0781'ABOVE THE ENTRANCE FORT THOMAS SCHOOL 1917.
 DT0781'
 DT0781'A WEATHER VANE SURMOUNTS THE CENTER OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1844 ***********************************************************************
 GR1844  DESIGNATION -  FORTIFICATION HILL
 GR1844  PID         -  GR1844
 GR1844  STATE/COUNTY-  AZ/MOHAVE
 GR1844  USGS QUAD   -  HOOVER DAM (1997)
 GR1844
 GR1844                         *CURRENT SURVEY CONTROL
 GR1844  ___________________________________________________________________
 GR1844* NAD 83(1992)-  36 02 39.57734(N)    114 40 52.15913(W)     ADJUSTED  
 GR1844* NAVD 88     -      1133.8    (meters)    3720.     (feet)  VERTCON   
 GR1844  ___________________________________________________________________
 GR1844  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GR1844  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GR1844
 GR1844  HORZ ORDER  -  FIRST
 GR1844
 GR1844.The horizontal coordinates were established by classical geodetic methods
 GR1844.and adjusted by the National Geodetic Survey in August 1993..
 GR1844
 GR1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1844
 GR1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1844
 GR1844.The geoid height was determined by GEOID03.
 GR1844
 GR1844;                    North         East     Units Scale Factor Converg.
 GR1844;SPC AZ W     -   559,850.749   129,455.060   MT  1.00002005   -0 32 52.6
 GR1844;SPC AZ W     - 1,836,780.67    424,721.33   iFT  1.00002005   -0 32 52.6
 GR1844;SPC NV E     - 8,143,965.086   281,291.064   MT  0.99998140   +0 31 51.2
 GR1844;SPC NV E     -26,718,992.12    922,869.10   sFT  0.99998140   +0 31 51.2
 GR1844;UTM  11      - 3,991,353.048   708,892.631   MT  1.00013770   +1 21 53.7
 GR1844
 GR1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1844!SPC AZ W     -   0.99982648  x   1.00002005  =   0.99984653
 GR1844!SPC NV E     -   0.99982648  x   0.99998140  =   0.99980788
 GR1844!UTM  11      -   0.99982648  x   1.00013770  =   0.99996416
 GR1844
 GR1844|---------------------------------------------------------------------|
 GR1844| PID    Reference Object                     Distance      Geod. Az  |
 GR1844|                                                           dddmmss.s |
 GR1844| CC4802 FORTIFICATION HILL RM 1               4.742 METERS 12843     |
 GR1844| GR1847 SUGARLOAF                           APPROX. 6.4 KM 2315032.3 |
 GR1844| CC4803 FORTIFICATION HILL RM 2               9.743 METERS 30332     |
 GR1844|---------------------------------------------------------------------|
 GR1844
 GR1844                          SUPERSEDED SURVEY CONTROL
 GR1844
 GR1844  NAD 83(1986)-  36 02 39.56426(N)    114 40 52.14829(W) AD(       ) 1
 GR1844  NAD 27      -  36 02 39.63400(N)    114 40 49.21500(W) AD(       ) 1
 GR1844  NGVD 29 (05/01/88) 1133.1    (m)         3718.     (f) VERT ANG       
 GR1844
 GR1844.Superseded values are not recommended for survey control.
 GR1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1844.See file dsdata.txt to determine how the superseded data were derived.
 GR1844
 GR1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0889391353(NAD 83)
 GR1844_MARKER: DS = TRIANGULATION STATION DISK
 GR1844_SETTING: 66 = SET IN ROCK OUTCROP
 GR1844
 GR1844  HISTORY     - Date     Condition        Report By
 GR1844  HISTORY     - 1935     MONUMENTED       CGS
 GR1844  HISTORY     - 1951     GOOD             USGS
 GR1844
 GR1844                          STATION DESCRIPTION
 GR1844
 GR1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1844'STATION IS LOCATED ON THE HIGHEST POINT ON THE SW END OF THE
 GR1844'RIM-ROCKED HILL, ABOUT 5 MILES (AIR LINE), E OF BOULDER DAM,
 GR1844'AND KNOWN AS FORTIFICATION HILL.  THIS HILL IS RATHER DIFFICULT
 GR1844'TO ASCEND DUE TO THE HIGH RIM ROCK WHICH SURROUNDS THE HILL.
 GR1844'DUE TO THE FACT THAT THE STATION IS REACHED FROM BOULDER DAM,
 GR1844'STILL UNDER CONSTRUCTION, IT IS IMPOSSIBLE TO GIVE ACCURATE
 GR1844'MILEAGE AS THE ROADS ARE NOT COMPLETED.
 GR1844'
 GR1844'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1844'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1844'
 GR1844'STATION REACHED FROM THE ARIZONA END OF THE DAM BY FOLLOWING
 GR1844'THE NEW HIGHWAY TO THE JUNCTION OF THE ROAD TO THE AUTO FERRY,
 GR1844'APPROXIMATELY 2.5 MILES, OR BY FOLLOWING THE CONSTRUCTION ROAD FOR
 GR1844'1.7 MILES AND TURN LEFT AT A CEMENT BRIDGE AND GO 1.0 MILE TO THE
 GR1844'AUTO FERRY ROAD.  TURN LEFT AND GO 3.1 MILES TO A POINT WHERE
 GR1844'THE ROAD ENTERS DEAD MANS WASH, ROAD SIGN 100 YARDS BEHIND
 GR1844'THIS POINT READS SLOW 12-1/2 MILES PER HR. ON CURVES, TURN
 GR1844'SHARP RIGHT, S, AND FOLLOW TRACKS UP THE MAIN WASH 1.2 MILES,
 GR1844'TAKE LEFT TRACKS AND CONTINUE 1.1 MILES TO A ROCK CAIRN ON
 GR1844'THE LEFT SIDE OF THE WASH AND END OF TRUCK TRAVEL.  FROM HERE
 GR1844'A LIGHT YELLOW RIDGE CAN BE SEEN TO THE N, THE ONLY ONE
 GR1844'LEADING TO THE FOOT OF THE RIM ROCK.  FOLLOW UP WASH FOR 8
 GR1844'MINUTES, THEN ASCEND RIDGE ON THE LEFT AND CONTINUE TO
 GR1844'THE FOOT OF THE RIM ROCK ON THE YELLOW RIDGE, THEN LEFT UP
 GR1844'A SIX-FOOT LEDGE (DANGER, CRUMBLING ROCK), AND CONTINUE UP THE
 GR1844'SMALL VALLEY TO THE TOP OF THE MESA, THEN LEFT TO THE
 GR1844'HIGHEST POINT AND STATION.  IT IS A 1 1/2-HOUR PACK.
 GR1844
 GR1844                          STATION RECOVERY (1951)
 GR1844
 GR1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1676 ***********************************************************************
 DB1676  DESIGNATION -  FORTUNA
 DB1676  PID         -  DB1676
 DB1676  STATE/COUNTY-  AZ/YUMA
 DB1676  USGS QUAD   -  LIGURTA (1965)
 DB1676
 DB1676                         *CURRENT SURVEY CONTROL
 DB1676  ___________________________________________________________________
 DB1676* NAD 83(1992)-  32 38 03.88136(N)    114 19 46.13347(W)     ADJUSTED  
 DB1676* NAVD 88     -       657.2    (meters)    2156.     (feet)  VERTCON   
 DB1676  ___________________________________________________________________
 DB1676  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DB1676  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1676
 DB1676  HORZ ORDER  -  THIRD
 DB1676
 DB1676.The horizontal coordinates were established by classical geodetic methods
 DB1676.and adjusted by the National Geodetic Survey in August 1993..
 DB1676
 DB1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1676
 DB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1676
 DB1676.The geoid height was determined by GEOID03.
 DB1676
 DB1676;                    North         East     Units Scale Factor Converg.
 DB1676;SPC AZ W     -   181,365.713   158,986.588   MT  0.99996978   -0 18 45.0
 DB1676;SPC AZ W     -   595,031.87    521,609.54   iFT  0.99996978   -0 18 45.0
 DB1676;UTM  11      - 3,613,908.932   750,530.702   MT  1.00037403   +1 26 27.2
 DB1676
 DB1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1676!SPC AZ W     -   0.99990208  x   0.99996978  =   0.99987186
 DB1676!UTM  11      -   0.99990208  x   1.00037403  =   1.00027607
 DB1676
 DB1676                          SUPERSEDED SURVEY CONTROL
 DB1676
 DB1676  NAD 83(1986)-  32 38 03.88549(N)    114 19 46.13946(W) AD(       ) 3
 DB1676  NGVD 29 (04/26/91)  656.5    (m)         2154.     (f) VERT ANG       
 DB1676
 DB1676.Superseded values are not recommended for survey control.
 DB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1676.See file dsdata.txt to determine how the superseded data were derived.
 DB1676
 DB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5053113909(NAD 83)
 DB1676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1676_SETTING: 80 = SET IN A BOULDER
 DB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1676+STABILITY: SURFACE MOTION
 DB1676
 DB1676  HISTORY     - Date     Condition        Report By
 DB1676  HISTORY     - 1964     MONUMENTED       USGS
 DB1676  HISTORY     - 1964     GOOD             USGS
 DB1676
 DB1676                          STATION DESCRIPTION
 DB1676
 DB1676'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1676'RECOVERED IN GOOD CONDITION.
 DB1676'
 DB1676'LOCATED 6 MI S. AND 15 MI E. OF YUMA.  ON SOUTHEAST SIDE OF
 DB1676'TELEGRAPH PASS THROUGH GILA MTNS., ON SOUTH POINT OF TWO-TOPPED
 DB1676'MOUNTAIN.
 DB1676'
 DB1676'TO REACH FROM INTERSECTION OF 4TH AVENUE AND 32ND STREET IN YUMA,
 DB1676'GO 16.6 MI E. ON US HWY. 80 TO RD. LEADING SW. FROM S. SIDE OF
 DB1676'HIGHWAY (4 MI E. OF TRIANGULATION STATION LANG).  FOLLOW TRACK RD.
 DB1676'1.6 MI SW., S. AND SE. TO END OF TRUCK TRAVEL.  PACK S. UP SMALL
 DB1676'RIDGE AND LARGE WASH TO SOUTHWEST TOP OF TWIN TOPS AND STATION.
 DB1676'
 DB1676'STATION MARK--STANDARD TABLET STAMPED---FORTUNA 1964---, CEMENTED
 DB1676'IN ROCK.
 DB1676'
 DB1676'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1266 ***********************************************************************
 DB1266  DESIGNATION -  FORTUNA 1
 DB1266  PID         -  DB1266
 DB1266  STATE/COUNTY-  AZ/YUMA
 DB1266  USGS QUAD   -  FORTUNA MINE (1965)
 DB1266
 DB1266                         *CURRENT SURVEY CONTROL
 DB1266  ___________________________________________________________________
 DB1266* NAD 83(1992)-  32 36 41.84010(N)    114 22 04.89219(W)     ADJUSTED  
 DB1266* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 DB1266  ___________________________________________________________________
 DB1266  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 DB1266  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DB1266
 DB1266  HORZ ORDER  -  SECOND
 DB1266
 DB1266.The horizontal coordinates were established by classical geodetic methods
 DB1266.and adjusted by the National Geodetic Survey in August 1993..
 DB1266
 DB1266.The orthometric height was scaled from a topographic map.
 DB1266
 DB1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1266
 DB1266.The geoid height was determined by GEOID03.
 DB1266
 DB1266;                    North         East     Units Scale Factor Converg.
 DB1266;SPC AZ W     -   178,858.927   155,355.199   MT  0.99997481   -0 19 59.1
 DB1266;SPC AZ W     -   586,807.50    509,695.53   iFT  0.99997481   -0 19 59.1
 DB1266;UTM  11      - 3,611,291.218   746,976.301   MT  1.00035222   +1 25 09.1
 DB1266
 DB1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1266!SPC AZ W     -   0.99996387  x   0.99997481  =   0.99993868
 DB1266!UTM  11      -   0.99996387  x   1.00035222  =   1.00031608
 DB1266
 DB1266:                Primary Azimuth Mark                     Grid Az
 DB1266:SPC AZ W     -  TELEGRAPH PASS                           022 47 52.2
 DB1266:UTM  11      -  TELEGRAPH PASS                           021 02 44.0
 DB1266
 DB1266|---------------------------------------------------------------------|
 DB1266| PID    Reference Object                     Distance      Geod. Az  |
 DB1266|                                                           dddmmss.s |
 DB1266| DB1256 TELEGRAPH PASS                      APPROX. 7.5 KM 0222753.1 |
 DB1266| CE9406 FORTUNA 1 RM 2                       24.405 METERS 10214     |
 DB1266| CE9407 FORTUNA 1 RM 3                                     24502     |
 DB1266| CE9405 FORTUNA 1 RM 1                       20.545 METERS 30257     |
 DB1266| DB0193 WEST                                APPROX.11.2 KM 3053108.5 |
 DB1266|---------------------------------------------------------------------|
 DB1266
 DB1266                          SUPERSEDED SURVEY CONTROL
 DB1266
 DB1266  NAD 83(1986)-  32 36 41.84323(N)    114 22 04.90020(W) AD(       ) 2
 DB1266  NAD 27      -  32 36 41.67400(N)    114 22 02.10100(W) AD(       ) 2
 DB1266
 DB1266.Superseded values are not recommended for survey control.
 DB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1266.See file dsdata.txt to determine how the superseded data were derived.
 DB1266
 DB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4697611291(NAD 83)
 DB1266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1266_SETTING: 66 = SET IN ROCK OUTCROP
 DB1266_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1266
 DB1266  HISTORY     - Date     Condition        Report By
 DB1266  HISTORY     - 1934     MONUMENTED       BOR
 DB1266  HISTORY     - 1964     GOOD             USGS
 DB1266  HISTORY     - 20060303 MARK NOT FOUND   GEOCAC
 DB1266
 DB1266                          STATION DESCRIPTION
 DB1266
 DB1266'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (EBL)
 DB1266'STATION IS ABOUT 16 MILES AIR LINE SE OF YUMA.  ON THE FOOT
 DB1266'HILLS OF THE MOST WESTERN SPUR OF THE GILA MOUNTAINS, THE
 DB1266'FIRST WESTERN SPUR S OF U.S. HIGHWAY 80.  ABOUT 3-1/2 MILES
 DB1266'AIR LINE S OF U.S. HIGHWAY 80.
 DB1266'
 DB1266'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 DB1266'A DEPRESSION IN OUTCROPPING BEDROCK.
 DB1266'
 DB1266'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 DB1266'OUTCROPPING BEDROCK.
 DB1266'
 DB1266'AZIMUTH MARK IS ABOUT 300 YARDS WSW OF THE STATION, AT THE
 DB1266'FOOT OF THE HILL AND ON A LITTLE KNOB THAT IS CONNECTED TO
 DB1266'THE HILL.  ABOUT 0.05 MILE W OF END OF TRUCK TRAVEL.
 DB1266'
 DB1266'STATION REACHED FROM YUMA AS FOLLOWS--FROM THE E CITY LIMITS
 DB1266'ON U.S. HIGHWAY 80 GO E FOR 13.5 MILES TO A BRIDGE OVER A
 DB1266'DRY CREEK.  HERE CONTINUE E ON HIGHWAY FOR 0.5 MILE TO WHERE
 DB1266'A DESERT ROAD OR TRAIL LEADS OFF TO THE LEFT (THIS POINT
 DB1266'IS 0.05 MILE E OF A LARGE SIGN ADVERTISING THE CALIFORNIA
 DB1266'HOTEL).  FOLLOW THIS MAIN-TRAVELED DESERT ROAD S FOR 3.7 MILES
 DB1266'(THIS POINT IS THE MOST WESTERN SPUR OF THE FOOTHILLS).  HERE
 DB1266'TAKE A DIM ROAD TO THE LEFT AND FOLLOW IT AROUND FOOT OF HILL
 DB1266'FOR 0.3 MILE TO END OF TRUCK TRAVEL.  FROM HERE CLIMB UP TO
 DB1266'TOP OF HILL AND STATION.  ABOUT A 15-MINUTE PACK.
 DB1266
 DB1266                          STATION RECOVERY (1964)
 DB1266
 DB1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1266'RECOVERED IN GOOD CONDITION.
 DB1266'
 DB1266'REACHED BY HELICOPTER.
 DB1266
 DB1266                          STATION RECOVERY (2006)
 DB1266
 DB1266'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB1266'MARK NOT FOUND AT GIVEN COORDINATES. SEARCHED FROM THE COORDINATES AND
 DB1266'UP TO 200 FEET IN EACH DIRECTION, BUT COULD WAS NOT LOCATED.
 DB1266' 
 DB1266'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB1266'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB1266'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB1266' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1881 ***********************************************************************
 DV1881  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1881  DESIGNATION -  FORTUNATE
 DV1881  PID         -  DV1881
 DV1881  STATE/COUNTY-  AZ/MARICOPA
 DV1881  USGS QUAD   -  TIGER WELL (1990)
 DV1881
 DV1881                         *CURRENT SURVEY CONTROL
 DV1881  ___________________________________________________________________
 DV1881* NAD 83(1992)-  33 46 03.40993(N)    113 07 46.89046(W)     ADJUSTED  
 DV1881* NAVD 88     -       784.51   (meters)    2573.8    (feet)  GPS OBS   
 DV1881  ___________________________________________________________________
 DV1881  X           -  -2,085,155.809 (meters)                     COMP
 DV1881  Y           -  -4,881,567.957 (meters)                     COMP
 DV1881  Z           -   3,525,467.049 (meters)                     COMP
 DV1881  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DV1881  ELLIP HEIGHT-         754.21  (meters)          (01/27/00) GPS OBS
 DV1881  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1881
 DV1881  HORZ ORDER  -  A
 DV1881  ELLP ORDER  -  FIRST     CLASS I
 DV1881
 DV1881.The horizontal coordinates were established by GPS observations
 DV1881.and adjusted by the National Geodetic Survey in January 2000..
 DV1881
 DV1881.The orthometric height was determined by GPS observations and a
 DV1881.high-resolution geoid model using precise GPS observation and
 DV1881.processing techniques.
 DV1881
 DV1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1881
 DV1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1881
 DV1881.The ellipsoidal height was determined by GPS observations
 DV1881.and is referenced to NAD 83.
 DV1881
 DV1881.The geoid height was determined by GEOID03.
 DV1881
 DV1881;                    North         East     Units Scale Factor Converg.
 DV1881;SPC AZ C     -   307,541.258   100,998.693   MT  1.00005559   -0 40 27.5
 DV1881;SPC AZ C     - 1,008,993.63    331,360.54   iFT  1.00005559   -0 40 27.5
 DV1881;UTM  12      - 3,738,427.850   302,776.143   MT  1.00007954   -1 11 02.8
 DV1881
 DV1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1881!SPC AZ C     -   0.99988161  x   1.00005559  =   0.99993720
 DV1881!UTM  12      -   0.99988161  x   1.00007954  =   0.99996114
 DV1881
 DV1881:                Primary Azimuth Mark                     Grid Az
 DV1881:SPC AZ C     -  FORTUNATE AZ MK                          041 36 50.8
 DV1881:UTM  12      -  FORTUNATE AZ MK                          042 07 26.1
 DV1881
 DV1881|---------------------------------------------------------------------|
 DV1881| PID    Reference Object                     Distance      Geod. Az  |
 DV1881|                                                           dddmmss.s |
 DV1881| CH2309 FORTUNATE AZ MK                                    0405623.3 |
 DV1881| DV1887 WHITE CLIFF MOUNTAIN                APPROX.12.3 KM 1434846.2 |
 DV1881| CH2310 FORTUNATE RM 1                        6.215 METERS 20346     |
 DV1881| CH2311 FORTUNATE RM 2                       14.158 METERS 27646     |
 DV1881|---------------------------------------------------------------------|
 DV1881
 DV1881                          SUPERSEDED SURVEY CONTROL
 DV1881
 DV1881  NAD 83(1992)-  33 46 03.40904(N)    113 07 46.89354(W) AD(       ) 2
 DV1881  NAD 83(1986)-  33 46 03.40377(N)    113 07 46.89824(W) AD(       ) 2
 DV1881  NAD 27      -  33 46 03.29100(N)    113 07 44.22700(W) AD(       ) 2
 DV1881  NGVD 29 (07/19/86)  783.5    (m)         2571.     (f) VERT ANG       
 DV1881
 DV1881.Superseded values are not recommended for survey control.
 DV1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1881.See file dsdata.txt to determine how the superseded data were derived.
 DV1881
 DV1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0277638428(NAD 83)
 DV1881_MARKER: DS = TRIANGULATION STATION DISK
 DV1881_SETTING: 0 = UNSPECIFIED SETTING
 DV1881_STAMPING: FORTUNATE 1948
 DV1881_MARK LOGO: CGS   
 DV1881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1881+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV1881
 DV1881  HISTORY     - Date     Condition        Report By
 DV1881  HISTORY     - 1948     MONUMENTED       CGS
 DV1881  HISTORY     - 1967     GOOD             AMS
 DV1881  HISTORY     - 1972     GOOD             AZHD
 DV1881  HISTORY     - 19981013 GOOD             AZ-013
 DV1881  HISTORY     - 20000401 GOOD             MCDOT
 DV1881
 DV1881                          STATION DESCRIPTION
 DV1881
 DV1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1881'STATION LOCATED ABOUT 14 MILES AIRLINE SOUTH OF AQUILA, 1/4
 DV1881'MILE NORTH OF THE OLD FORTUNATE MINE SHAFT, 4 FEET SOUTH OF
 DV1881'A WHITE WITNESS POST, ON NORTH END OF RIDGE EXTENDING NORTH
 DV1881'FROM THE MINE, WELDED TO TOP OF A 2 INCH CAST IRON PIPE,
 DV1881'PROJECTS 4 INCHES AND STAMPED, FORTUNATE 1948.
 DV1881'
 DV1881'REFERENCE MARK NO. 1 IS ON WEST SLOPE OF RIDGE ABOUT 18
 DV1881'INCHES LOWER THAN STATION, WELDED TO TOP OF A 2 INCH CAST
 DV1881'IRON PIPE, PROJECTS 6 INCHES AND STAMPED, FORTUNATE NO 1 1948.
 DV1881'
 DV1881'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 DV1881'STATION, PROJECTS 18 INCHES AND STAMPED, FORTUNATE NO 2 1948.
 DV1881'
 DV1881'AZIMUTH MARK IS 6-1/2 PACES WEST OF A SAHUARO CACTUS WITH
 DV1881'TRIANGLE BLAZE ON IT, 6 PACES SOUTH OF GRADED ROAD, 3 FEET
 DV1881'NORTHWEST OF A WHITE WITNESS POST, WELDED TO TOP OF A 2 INCH
 DV1881'CAST IRON PIPE, PROJECTS 1 FOOT AND STAMPED, FORTUNATE 1948.
 DV1881'
 DV1881'TO REACH FROM AGUILA, AT JUNCTION OF U.S. HIGHWAYS 60 AND
 DV1881'70 AND STATE ROUTE 71, GO SOUTH ON GRADED ROAD FOR 5.1 MILES
 DV1881'TO FORK AND SIGN BUCKEYE, U.S. 80.  TAKE LEFT FORK AND GO
 DV1881'1.8 MILE TO FORK, JUST AFTER CROSSING CATTLE GUARD.  TAKE
 DV1881'RIGHT FORK AND GO 5.9 MILES TO A FORK.  TAKE RIGHT FORK AND
 DV1881'GO 0.15 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 DV1881'CONTINUE FOR 0.5 MILE TO A ROAD SHARP RIGHT.  CONTINUE STRAIGHT
 DV1881'AHEAD FOR 0.1 MILE TO ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE
 DV1881'TO TWO CONCRETE TANKS AND END OF TRUCK TRAVEL.  PACK NORTH
 DV1881'UP TO TOP OF RIDGE THENCE ALONG RIDGE TO HIGHEST POINT AND
 DV1881'STATION AS DESCRIBED ABOVE.  A FIVE MINUTE PACK.
 DV1881'
 DV1881'NOTE--STATION CAN BE DRIVEN IN VEHICLE WITH FOUR WHEEL DRIVE.
 DV1881
 DV1881                          STATION RECOVERY (1967)
 DV1881
 DV1881'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DV1881'DESCRIPTION ADEQUATE.
 DV1881'
 DV1881'CHECK DIST. TO R.M.S
 DV1881'
 DV1881'R.M. NO. 1 PUB. DIST = 6.215 METERS CHECK = 6.217 METERS (HOR.)
 DV1881'
 DV1881'R.M. NO. 2 PUB. DIST = 14.158 METERS CHECK = 14.158 METERS (HOR.)
 DV1881
 DV1881                          STATION RECOVERY (1972)
 DV1881
 DV1881'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1881'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV1881'
 DV1881'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1881'
 DV1881'STATION MARK STD. USC AND GS B.
 DV1881'
 DV1881'REFERENCE MARKS GOOD
 DV1881
 DV1881                          STATION RECOVERY (1998)
 DV1881
 DV1881'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1881'RECOVERED AS DESCRIBED.
 DV1881
 DV1881                          STATION RECOVERY (2000)
 DV1881
 DV1881'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1881'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0683 ***********************************************************************
 FQ0683  DESIGNATION -  FORTYNINE
 FQ0683  PID         -  FQ0683
 FQ0683  STATE/COUNTY-  AZ/COCONINO
 FQ0683  USGS QUAD   -  PARKS (1974)
 FQ0683
 FQ0683                         *CURRENT SURVEY CONTROL
 FQ0683  ___________________________________________________________________
 FQ0683* NAD 83(1992)-  35 15 53.96612(N)    111 53 39.32236(W)     ADJUSTED  
 FQ0683* NAVD 88     -      2393.2    (meters)    7852.     (feet)  VERTCON   
 FQ0683  ___________________________________________________________________
 FQ0683  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FQ0683  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0683
 FQ0683  HORZ ORDER  -  SECOND
 FQ0683
 FQ0683.The horizontal coordinates were established by classical geodetic methods
 FQ0683.and adjusted by the National Geodetic Survey in August 1993..
 FQ0683
 FQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0683
 FQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0683
 FQ0683.The geoid height was determined by GEOID03.
 FQ0683
 FQ0683;                    North         East     Units Scale Factor Converg.
 FQ0683;SPC AZ C     -   472,970.358   215,398.988   MT  0.99990005   +0 00 46.6
 FQ0683;SPC AZ C     - 1,551,740.02    706,689.59   iFT  0.99990005   +0 00 46.6
 FQ0683;UTM  12      - 3,902,796.660   418,660.478   MT  0.99968153   -0 30 58.8
 FQ0683
 FQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0683!SPC AZ C     -   0.99962813  x   0.99990005  =   0.99952822
 FQ0683!UTM  12      -   0.99962813  x   0.99968153  =   0.99930978
 FQ0683
 FQ0683:                Primary Azimuth Mark                     Grid Az
 FQ0683:SPC AZ C     -  WALKER                                   067 15 08.6
 FQ0683:UTM  12      -  WALKER                                   067 46 54.0
 FQ0683
 FQ0683|---------------------------------------------------------------------|
 FQ0683| PID    Reference Object                     Distance      Geod. Az  |
 FQ0683|                                                           dddmmss.s |
 FQ0683| FQ0679 WALKER                              APPROX. 4.6 KM 0671555.2 |
 FQ0683| CH2312 FORTYNINE RM 1                        7.574 METERS 09453     |
 FQ0683| CH2313 FORTYNINE RM 2                        7.251 METERS 15131     |
 FQ0683|---------------------------------------------------------------------|
 FQ0683
 FQ0683                          SUPERSEDED SURVEY CONTROL
 FQ0683
 FQ0683  NAD 83(1986)-  35 15 53.96352(N)    111 53 39.31871(W) AD(       ) 2
 FQ0683  NAD 27      -  35 15 53.92980(N)    111 53 36.72940(W) AD(       ) 2
 FQ0683  NGVD 29 (07/19/86) 2392.1    (m)         7848.     (f) VERT ANG       
 FQ0683
 FQ0683.Superseded values are not recommended for survey control.
 FQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0683.See file dsdata.txt to determine how the superseded data were derived.
 FQ0683
 FQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1866002797(NAD 83)
 FQ0683_MARKER: DS = TRIANGULATION STATION DISK
 FQ0683_SETTING: 80 = SET IN A BOULDER
 FQ0683_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0683
 FQ0683  HISTORY     - Date     Condition        Report By
 FQ0683  HISTORY     - 1958     MONUMENTED       CGS
 FQ0683  HISTORY     - 1965     GOOD             USGS
 FQ0683
 FQ0683                          STATION DESCRIPTION
 FQ0683
 FQ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0683'THE STATION IS LOCATED ON THE HIGHEST POINT OF FORTYNINE HILL
 FQ0683'ABOUT 12 MILES AIRLINE WEST NORTHWEST OF FLAGSTAFF, 3 MILES
 FQ0683'NORTHEAST OF PARKS AND 1-1/2 MILES NORTH OF U.S. HIGHWAY 66
 FQ0683'AND 89.
 FQ0683'
 FQ0683'TO REACH THE STATION FROM THE EAST ENTRANCE TO THE NAVAJO
 FQ0683'ORDANCE DEPOT GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 0.5 MILE
 FQ0683'TO BELLEMONT, CONTINUE WEST ON THE HIGHWAY FOR 1.1 MILES TO A
 FQ0683'GRAVELED ROAD RIGHT, TURN RIGHT, CROSSING A STOCK GUARD AND GO
 FQ0683'NORTHWEST FOR 3.0 MILES TO A SMALL HOUSE ON THE LEFT (THE STATION
 FQ0683'IS ON THE HILL THAT IS SOUTH OF THE HOUSE) CONTINUE WESTERLY
 FQ0683'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF A RIDGE AND THE
 FQ0683'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH FOR ABOUT 0.2 MILE
 FQ0683'THEN EAST SOUTHEAST FOR ABOUT 0.3 MILE TO A SADDLE BETWEEN
 FQ0683'TWO HILLS, CONTINUE SOUTHEAST UPHILL FOR ABOUT 20 MINUTES TO
 FQ0683'THE HIGHEST POINT AND THE STATION.
 FQ0683'
 FQ0683'THE STATION MARK, STAMPED FORTYNINE 1958, IS A STANDARD DISK
 FQ0683'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FQ0683'IT IS 15 FEET WEST OF A WITNESS SIGN THAT IS NAILED TO A
 FQ0683'TRIANGLE BLAZED PINE TREE.
 FQ0683'
 FQ0683'REFERENCE MARK NO. 1, STAMPED FORTYNINE NO 1 1958, IS A STANDARD
 FQ0683'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES
 FQ0683'AND IS 11 FEET SOUTHEAST OF A WITNESS SIGN.
 FQ0683'
 FQ0683'REFERENCE MARK NO. 2, STAMPED FORTYNINE NO 2 1958, IS A STANDARD
 FQ0683'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 FQ0683'INCHES.  IT IS 24 FEET SOUTH OF A WITNESS SIGN AND ABOUT 4 FEET
 FQ0683'LOWER THAN THE STATION.
 FQ0683'
 FQ0683'A 1 HOUR PACK.
 FQ0683
 FQ0683                          STATION RECOVERY (1965)
 FQ0683
 FQ0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0683'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0252 ***********************************************************************
 GQ0252  DESIGNATION -  FOSSIL
 GQ0252  PID         -  GQ0252
 GQ0252  STATE/COUNTY-  AZ/COCONINO
 GQ0252  USGS QUAD   -  FOSSIL BAY (1988)
 GQ0252
 GQ0252                         *CURRENT SURVEY CONTROL
 GQ0252  ___________________________________________________________________
 GQ0252* NAD 83(1992)-  36 19 17.44809(N)    112 33 44.77976(W)     ADJUSTED  
 GQ0252* NAVD 88     -      1910.9    (meters)    6269.     (feet)  VERTCON   
 GQ0252  ___________________________________________________________________
 GQ0252  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GQ0252  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0252
 GQ0252  HORZ ORDER  -  THIRD
 GQ0252
 GQ0252.The horizontal coordinates were established by classical geodetic methods
 GQ0252.and adjusted by the National Geodetic Survey in August 1993..
 GQ0252
 GQ0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0252
 GQ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0252
 GQ0252.The geoid height was determined by GEOID03.
 GQ0252
 GQ0252;                    North         East     Units Scale Factor Converg.
 GQ0252;SPC AZ C     -   590,378.630   155,377.488   MT  0.99994141   -0 22 57.0
 GQ0252;SPC AZ C     - 1,936,937.76    509,768.66   iFT  0.99994141   -0 22 57.0
 GQ0252;UTM  12      - 4,020,742.787   359,749.683   MT  0.99984236   -0 55 32.2
 GQ0252
 GQ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0252!SPC AZ C     -   0.99970383  x   0.99994141  =   0.99964526
 GQ0252!UTM  12      -   0.99970383  x   0.99984236  =   0.99954624
 GQ0252
 GQ0252:                Primary Azimuth Mark                     Grid Az
 GQ0252:SPC AZ C     -  ELLIOTT                                  218 56 50.9
 GQ0252:UTM  12      -  ELLIOTT                                  219 29 26.1
 GQ0252
 GQ0252|---------------------------------------------------------------------|
 GQ0252| PID    Reference Object                     Distance      Geod. Az  |
 GQ0252|                                                           dddmmss.s |
 GQ0252| GQ0250 ELLIOTT                             APPROX.10.0 KM 2183353.9 |
 GQ0252|---------------------------------------------------------------------|
 GQ0252
 GQ0252                          SUPERSEDED SURVEY CONTROL
 GQ0252
 GQ0252  NAD 83(1986)-  36 19 17.44006(N)    112 33 44.77751(W) AD(       ) 3
 GQ0252  NGVD 29 (05/08/89) 1910.0    (m)         6266.     (f) VERT ANG       
 GQ0252
 GQ0252.Superseded values are not recommended for survey control.
 GQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0252.See file dsdata.txt to determine how the superseded data were derived.
 GQ0252
 GQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5975020743(NAD 83)
 GQ0252_MARKER: DS = TRIANGULATION STATION DISK
 GQ0252_SETTING: 80 = SET IN A BOULDER
 GQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0252+STABILITY: SURFACE MOTION
 GQ0252
 GQ0252  HISTORY     - Date     Condition        Report By
 GQ0252  HISTORY     - 1903     MONUMENTED       USGS
 GQ0252
 GQ0252                          STATION DESCRIPTION
 GQ0252
 GQ0252'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0252'LOCATED ON PROMINENT RIDGE ON WEST RIM OF GRAND CANYON NEAR WHERE
 GQ0252'RIM TURNS E.
 GQ0252'
 GQ0252'TO REACH FROM BASS AND SUPAI RD., TAKE SADDLE HORSES.
 GQ0252'
 GQ0252'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0252'IN LIMESTONE ROCK.
 GQ0252'
 GQ0252'RMS--NONE SET.
 GQ0252'
 GQ0252'NOTE--FORM 9-1165, 1956-STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1117 ***********************************************************************
 DV1117  DESIGNATION -  FOUR
 DV1117  PID         -  DV1117
 DV1117  STATE/COUNTY-  AZ/MARICOPA
 DV1117  USGS QUAD   -  VICKSBURG (1990)
 DV1117
 DV1117                         *CURRENT SURVEY CONTROL
 DV1117  ___________________________________________________________________
 DV1117* NAD 83(1992)-  33 37 37.74065(N)    113 45 56.52740(W)     ADJUSTED  
 DV1117* NAVD 88     -       368.68   (+/-2cm)    1209.6    (feet)  VERTCON   
 DV1117  ___________________________________________________________________
 DV1117  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1117  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1117
 DV1117  HORZ ORDER  -  SECOND
 DV1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1117
 DV1117.The horizontal coordinates were established by classical geodetic methods
 DV1117.and adjusted by the National Geodetic Survey in August 1993..
 DV1117
 DV1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1117.The vertical order pertains to the NGVD 29 superseded value.
 DV1117
 DV1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1117
 DV1117.The geoid height was determined by GEOID03.
 DV1117
 DV1117;                    North         East     Units Scale Factor Converg.
 DV1117;SPC AZ C     -   292,835.197    41,800.097   MT  1.00026276   -1 01 27.2
 DV1117;SPC AZ C     -   960,745.40    137,139.43   iFT  1.00026276   -1 01 27.2
 DV1117;SPC AZ W     -   291,311.669   211,903.159   MT  0.99993336   -0 00 31.3
 DV1117;SPC AZ W     -   955,746.95    695,220.34   iFT  0.99993336   -0 00 31.3
 DV1117;UTM  12      - 3,724,247.061   243,444.116   MT  1.00041154   -1 31 56.8
 DV1117
 DV1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1117!SPC AZ C     -   0.99994704  x   1.00026276  =   1.00020978
 DV1117!SPC AZ W     -   0.99994704  x   0.99993336  =   0.99988040
 DV1117!UTM  12      -   0.99994704  x   1.00041154  =   1.00035856
 DV1117
 DV1117|---------------------------------------------------------------------|
 DV1117| PID    Reference Object                     Distance      Geod. Az  |
 DV1117|                                                           dddmmss.s |
 DV1117| DV1115 FOUR RM 1                            14.231 METERS 09919     |
 DV1117| DV1116 FOUR RM 2                            14.241 METERS 18419     |
 DV1117| CH3463 T3N R15W SECS 1 2 11 12                            2013543.0 |
 DV1117|---------------------------------------------------------------------|
 DV1117
 DV1117                          SUPERSEDED SURVEY CONTROL
 DV1117
 DV1117  NAD 83(1986)-  33 37 37.73460(N)    113 45 56.53752(W) AD(       ) 2
 DV1117  NAD 27      -  33 37 37.61490(N)    113 45 53.77090(W) AD(       ) 2
 DV1117  NGVD 29 (??/??/92)  368.008  (m)         1207.37   (f) ADJ UNCH    2 0
 DV1117
 DV1117.Superseded values are not recommended for survey control.
 DV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1117.See file dsdata.txt to determine how the superseded data were derived.
 DV1117
 DV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4344424247(NAD 83)
 DV1117_MARKER: DE = TRAVERSE STATION DISK
 DV1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1117_STAMPING: FOUR 1962
 DV1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1117+STABILITY: SURFACE MOTION
 DV1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1117+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV1117
 DV1117  HISTORY     - Date     Condition        Report By
 DV1117  HISTORY     - 1962     MONUMENTED       CGS
 DV1117  HISTORY     - 1962     GOOD             CGS
 DV1117  HISTORY     - 1981     GOOD             NGS
 DV1117  HISTORY     - 1985     GOOD             AZDT
 DV1117  HISTORY     - 20050920 GOOD             EVANS
 DV1117
 DV1117                          STATION DESCRIPTION
 DV1117
 DV1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1117'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BRENDA, ABOUT 10
 DV1117'MILES SOUTHWEST OF HOPE AND ABOUT 0.1 MILE EAST OF A NORTH-SOUTH
 DV1117'BLADED ROAD.
 DV1117'
 DV1117'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70 AND STATE
 DV1117'ROUTE 72, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR 3.8 MILES
 DV1117'TO A CROSSROAD AND SHELL SERVICE STATION ON RIGHT, TURN LEFT
 DV1117'AND GO SOUTH ON BLADED ROAD FOR 3.6 MILES TO MATHEWS RANCH HOUSE
 DV1117'ON RIGHT, CONTINUE SOUTH ON THE MAIN ROAD FOR 0.2 MILE TO FORK,
 DV1117'KEEP RIGHT STRAIGHT AHEAD, SOUTHERLY, FOR 2.8 MILES TO A DIM
 DV1117'TRACK ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 DV1117'SOUTH ON BLADED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT
 DV1117'AS DESCRIBED), TURN LEFT AND GO EASTERLY FOLLOWING DIM TRACK
 DV1117'ROAD FOR 0.1 MILE TO STATION.
 DV1117'
 DV1117'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FOUR 1962, IS
 DV1117'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1117'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 464 FEET EAST OF
 DV1117'THE CENTER OF BLADED ROAD AND 8.2 FEET SOUTH OF THE WITNESS
 DV1117'POST.
 DV1117'
 DV1117'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FOUR NO
 DV1117'1 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1117'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV1117'THE MARK IS 511 FEET EAST OF THE CENTER OF BLADED ROAD AND 47.2
 DV1117'FEET EAST OF THE WITNESS POST.
 DV1117'
 DV1117'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FOUR NO
 DV1117'2 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1117'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV1117'THE MARK IS 464 FEET EAST OF THE CENTER OF BLADED ROAD AND 54.9
 DV1117'FEET SOUTH OF THE WITNESS POST.
 DV1117'
 DV1117'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY MARK STAMPED T3N
 DV1117'R15W S2 S1 S11 S12 1926 IS A 2 INCH METAL CAP RIVITED TO A 1-1/2
 DV1117'INCH IRON PIPE WHICH PROJECT ABOUT 12 INCHES ABOVE THE GROUND.
 DV1117'THE MARK IS 11 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST
 DV1117'OF THE WITNESS POST.
 DV1117'
 DV1117'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DV1117
 DV1117                          STATION RECOVERY (1962)
 DV1117
 DV1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1117'10.05 MI SW FROM HOPE.
 DV1117'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1117'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1117'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1117'8.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV1117'POST PROJECTING 4 INCHES.
 DV1117
 DV1117                          STATION RECOVERY (1981)
 DV1117
 DV1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1117'RECOVERED AS DESCRIBED.
 DV1117
 DV1117                          STATION RECOVERY (1985)
 DV1117
 DV1117'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1117'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DV1117'DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW ROUTE TO THE
 DV1117'STATION FOLLOWS.
 DV1117'
 DV1117'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 95 AND
 DV1117'INTERSTATE HIGHWAY 10 IN QUARTZSITE TRAVEL EAST ALONG I-10 FOR 25
 DV1117'MILES TO VICKSBURG JUNCTION.  TRAVEL SOUTH ALONG VICKSBURG ROAD WHICH
 DV1117'IS 0.25 MILE EAST OF THE TRUCK STOP FOR 0.1 MILE TO STATION.
 DV1117
 DV1117                          STATION RECOVERY (2005)
 DV1117
 DV1117'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1117'THE NGS DATA SHEET IS IN CORRECT FOR THE COUNTY
 DV1117'THE COUNTY SHOULD READ LA PAZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1986 ***********************************************************************
 CZ1986  DESIGNATION -  FOUR
 CZ1986  PID         -  CZ1986
 CZ1986  STATE/COUNTY-  AZ/PIMA
 CZ1986  USGS QUAD   -  SAN PEDRO (1992)
 CZ1986
 CZ1986                         *CURRENT SURVEY CONTROL
 CZ1986  ___________________________________________________________________
 CZ1986* NAD 83(1992)-  32 04 02.75960(N)    111 23 03.18761(W)     ADJUSTED  
 CZ1986* NAVD 88     -       908.4    (meters)    2980.     (feet)  VERTCON   
 CZ1986  ___________________________________________________________________
 CZ1986  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CZ1986  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1986
 CZ1986  HORZ ORDER  -  SECOND
 CZ1986
 CZ1986.The horizontal coordinates were established by classical geodetic methods
 CZ1986.and adjusted by the National Geodetic Survey in August 1993..
 CZ1986
 CZ1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1986
 CZ1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1986
 CZ1986.The geoid height was determined by GEOID03.
 CZ1986
 CZ1986;                    North         East     Units Scale Factor Converg.
 CZ1986;SPC AZ C     -   118,467.786   263,631.106   MT  0.99993116   +0 16 57.7
 CZ1986;SPC AZ C     -   388,673.84    864,931.45   iFT  0.99993116   +0 16 57.7
 CZ1986;UTM  12      - 3,547,974.754   463,734.949   MT  0.99961622   -0 12 14.4
 CZ1986
 CZ1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1986!SPC AZ C     -   0.99986209  x   0.99993116  =   0.99979326
 CZ1986!UTM  12      -   0.99986209  x   0.99961622  =   0.99947837
 CZ1986
 CZ1986|---------------------------------------------------------------------|
 CZ1986| PID    Reference Object                     Distance      Geod. Az  |
 CZ1986|                                                           dddmmss.s |
 CZ1986| CH5180 FOUR RM 1                             7.806 METERS 05734     |
 CZ1986| CZ0778 A 113                               APPROX. 6.9 KM 0805440.1 |
 CZ1986| CH5181 FOUR RM 2                             9.911 METERS 28837     |
 CZ1986|---------------------------------------------------------------------|
 CZ1986
 CZ1986                          SUPERSEDED SURVEY CONTROL
 CZ1986
 CZ1986  NAD 83(1986)-  32 04 02.75474(N)    111 23 03.18632(W) AD(       ) 2
 CZ1986  NAD 27      -  32 04 02.47813(N)    111 23 00.80142(W) AD(       ) 2
 CZ1986  NGVD 29 (07/19/86)  907.7    (m)         2978.     (f) VERT ANG       
 CZ1986
 CZ1986.Superseded values are not recommended for survey control.
 CZ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1986.See file dsdata.txt to determine how the superseded data were derived.
 CZ1986
 CZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6373547975(NAD 83)
 CZ1986_MARKER: DD = SURVEY DISK
 CZ1986_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1986_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1986
 CZ1986  HISTORY     - Date     Condition        Report By
 CZ1986  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1986
 CZ1986                          STATION DESCRIPTION
 CZ1986
 CZ1986'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1986'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF ROBLES JUNCTION, 1600
 CZ1986'FEET NORTH OF STATE ROUTE 86 ON THE WEST AND SOUTHERLY OF SEVERAL
 CZ1986'SMALL HILLS.  IT IS IN THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 16
 CZ1986'SOUTH, RANGE 9 EAST.
 CZ1986'
 CZ1986'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR 1978.  IT IS
 CZ1986'SET WITH EPOXY IN A DRILL HOLE IN A ROCK AT GROUND LEVEL.
 CZ1986'
 CZ1986'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR RM 1
 CZ1986'1978.  THE MARK IS SET WITH EPOXY IN A BOULDER.
 CZ1986'
 CZ1986'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR RM 2
 CZ1986'1978.  IT IS SET WITH EPOXY IN A BOULDER.
 CZ1986'
 CZ1986'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 86 AND 286 AT
 CZ1986'ROBLES JUNCTION WHICH IS WEST OF TUCSON, TRAVEL ON HIGHWAY 86 FOR 4.37
 CZ1986'MILES TO MILE POST 147.03 AND THE STATION ON THE RIGHT ON A SMALL
 CZ1986'HILL.  THE STATION IS ABOUT A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2043 ***********************************************************************
 CZ2043  DESIGNATION -  FOUR
 CZ2043  PID         -  CZ2043
 CZ2043  STATE/COUNTY-  AZ/PINAL
 CZ2043  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2043
 CZ2043                         *CURRENT SURVEY CONTROL
 CZ2043  ___________________________________________________________________
 CZ2043* NAD 83(1992)-  32 49 24.23776(N)    111 37 49.87312(W)     ADJUSTED  
 CZ2043* NAVD 88     -       496.3    (meters)    1628.     (feet)  VERTCON   
 CZ2043  ___________________________________________________________________
 CZ2043  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CZ2043  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2043
 CZ2043  HORZ ORDER  -  FIRST
 CZ2043
 CZ2043.The horizontal coordinates were established by classical geodetic methods
 CZ2043.and adjusted by the National Geodetic Survey in August 1993..
 CZ2043
 CZ2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2043
 CZ2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2043
 CZ2043.The geoid height was determined by GEOID03.
 CZ2043
 CZ2043;                    North         East     Units Scale Factor Converg.
 CZ2043;SPC AZ C     -   202,204.246   240,151.810   MT  0.99990885   +0 09 18.4
 CZ2043;SPC AZ C     -   663,399.76    787,899.64   iFT  0.99990885   +0 09 18.4
 CZ2043;UTM  12      - 3,631,885.288   440,981.863   MT  0.99964295   -0 20 30.4
 CZ2043
 CZ2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2043!SPC AZ C     -   0.99992680  x   0.99990885  =   0.99983565
 CZ2043!UTM  12      -   0.99992680  x   0.99964295  =   0.99956977
 CZ2043
 CZ2043:                Primary Azimuth Mark                     Grid Az
 CZ2043:SPC AZ C     -  ELOY MUNICIPAL TANK                      138 37 51.0
 CZ2043:UTM  12      -  ELOY MUNICIPAL TANK                      139 07 39.8
 CZ2043
 CZ2043|---------------------------------------------------------------------|
 CZ2043| PID    Reference Object                     Distance      Geod. Az  |
 CZ2043|                                                           dddmmss.s |
 CZ2043| CZ2025 ELOY MUNICIPAL TANK                 APPROX.10.7 KM 1384709.4 |
 CZ2043| CH5176 FOUR AZ MK                                         1412423.6 |
 CZ2043| CH5179 FOUR RM 3                             9.901 METERS 14854     |
 CZ2043| CH5177 FOUR RM 1                             6.348 METERS 23704     |
 CZ2043| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX.10.5 KM 2951346.0 |
 CZ2043| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.12.8 KM 2972616.5 |
 CZ2043| CH5178 FOUR RM 2                             5.036 METERS 31002     |
 CZ2043|---------------------------------------------------------------------|
 CZ2043
 CZ2043                          SUPERSEDED SURVEY CONTROL
 CZ2043
 CZ2043  NAD 83(1986)-  32 49 24.23263(N)    111 37 49.87385(W) AD(       ) 1
 CZ2043  NAD 27      -  32 49 24.01940(N)    111 37 47.42300(W) AD(       ) 1
 CZ2043  NGVD 29 (07/19/86)  495.8    (m)         1627.     (f) VERT ANG       
 CZ2043
 CZ2043.Superseded values are not recommended for survey control.
 CZ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2043.See file dsdata.txt to determine how the superseded data were derived.
 CZ2043
 CZ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4098231885(NAD 83)
 CZ2043_MARKER: DS = TRIANGULATION STATION DISK
 CZ2043_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2043_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2043
 CZ2043  HISTORY     - Date     Condition        Report By
 CZ2043  HISTORY     - 1960     MONUMENTED       CGS
 CZ2043  HISTORY     - 1962     GOOD             CGS
 CZ2043  HISTORY     - 1966     GOOD             AMS
 CZ2043  HISTORY     - 1968     GOOD             AMS
 CZ2043
 CZ2043                          STATION DESCRIPTION
 CZ2043
 CZ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2043'THE STATION IS ABOUT 6 MILES NORTHWEST OF ELOY AND ABOUT 6
 CZ2043'MILES SOUTHEAST OF CASA GRANDE ON THE SOUTHEAST ONE OF FOUR
 CZ2043'KNOLLS.  ON PROPERTY OWNED BY MR. JOHN KEELING.
 CZ2043'
 CZ2043'TO REACH THE STATION FROM THE RAILROAD DEPOT AT ELOY GO NORTHWEST
 CZ2043'ON STATE HIGHWAY 84 FOR 4.7 MILES TO THE VILLAGE OF TOLTEC,
 CZ2043'CONTINUE NORTHWEST ON STATE HIGHWAY 84 FOR 1.1 MILES TO A T
 CZ2043'ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 CZ2043'1.3 MILES TO A TRACK ROAD RIGHT.  HERE TURN RIGHT AND FOLLOW
 CZ2043'THE TRACK ROAD EAST FOR 0.25 MILE TO A T ROAD INTERSECTION,
 CZ2043'TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH AND EAST FOR 0.3
 CZ2043'MILE TO A GATE AND ABANDONED FARM BUILDINGS ON THE LEFT AND
 CZ2043'THE AZIMUTH MARK IN THE FARMYARD.  PASS THRU THE GATE AND
 CZ2043'FOLLOW THE TRACK ROAD NORTHWEST TOWARD THE BASE OF THE KNOLL
 CZ2043'FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ2043'NORTHWEST TO THE FIRST SUMMIT AND STATION.  LENGTH OF PACK
 CZ2043'IS ABOUT 2 MINUTES.
 CZ2043'
 CZ2043'THE STATION MARK, STAMPED FOUR 1960, IS A STANDARD DISK CEMENTED
 CZ2043'IN A DRILL HOLE IN BEDROCK.  IT IS 17 FEET SOUTHEAST OF A
 CZ2043'CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK NO. 1, STAMPED FOUR NO 1 1960, IS A STANDARD
 CZ2043'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1 FOOT SOUTH OF
 CZ2043'A CAIRN AND THE SAME ELEVATION AS THE STATION MARK.
 CZ2043'
 CZ2043'REFERENCE MARK NO. 2, STAMPED FOUR NO 2 1960, IS A STANDARD
 CZ2043'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 24 FEET SOUTH
 CZ2043'OF A CAIRN AND 4 FEET BELOW STATION ELEVATION.
 CZ2043'
 CZ2043'THE AZIMUTH MARK, STAMPED FOUR 1960, IS A STANDARD DISK CEMENTED
 CZ2043'IN A DRILL HOLE IN THE NORTH CORNER OF A CONCRETE BLOCK THAT
 CZ2043'IS 6 FEET LONG, 4 FEET WIDE AND 2 FEET HIGH.  THE AZIMUTH
 CZ2043'MARK IS 77 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CZ2043'HOUSE, 72 FEET EAST OF THE CENTER OF THE GATE AND 49 FEET
 CZ2043'SOUTH OF THE WATER TANK.
 CZ2043
 CZ2043                          STATION RECOVERY (1962)
 CZ2043
 CZ2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2043'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 CZ2043'CONDITION.  THE DESCRIPTION OF REFERENCE MARKS WERE FOUND
 CZ2043'TO BE REVERSED.  THE DIRECTION TO ALL MARKS CHECKED WITH ORIGINAL
 CZ2043'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 CZ2043'MARKS.
 CZ2043'
 CZ2043'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ2043'
 CZ2043'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF ELOY, ABOUT 6
 CZ2043'MILES SOUTHEAST OF CASA GRANDE AND ON THE SOUTHEAST ONE OF
 CZ2043'FOUR KNOLLS.
 CZ2043'
 CZ2043'TO REACH THE STATION FROM THE RAILROAD DEPOT AT ELOY, GO NORTHWEST
 CZ2043'ON STATE ROUTES 93 AND 84 FOR 4.7 MILES TO THE SMALL VILLAGE
 CZ2043'OF TOLTEC, CONTINUE NORTHWEST ON STATE ROUTE 93 AND 84 FOR 1.3
 CZ2043'MILES TO A SIDE ROAD RIGHT, TURN RIGHT KEEPING LEFT FORK
 CZ2043'(MAIN ROAD) AND GO NORTHERLY FOR 1.15 MILES TO A SIDE ROAD
 CZ2043'RIGHT, CONTINUE NORTHERLY 0.1 MILE TO A SIDE ROAD RIGHT (JUST
 CZ2043'BEFORE REACHING TOP OF SADDLE), TURN RIGHT AND GO EAST AROUND SOUTH
 CZ2043'SIDE OF HILL KEEPING ALL LEFT FORKS FOR 0.35 MILE TO A
 CZ2043'EAST-WEST RIDGE OF DIRT, KEEP LEFT AND GO NORTH AROUND THE WEST
 CZ2043'EDGE OF DIRT RIDGE, THENCE EAST ALONG NORTH SIDE OF DIRT
 CZ2043'RIDGE FOR 0.25 MILE TO ABANDON HOUSE ON LEFT AND AZIMUTH
 CZ2043'MARK AS DESCRIBED.  FROM HERE PASS THROUGH GATE AND GO WEST AND
 CZ2043'THEN NORTHWEST FOR 0.25 MILE TO BASE OF KNOLL AND END OF
 CZ2043'TRUCK TRAVEL.  FROM HERE PACK NORTHWEST TO TOP OF KNOLL AND
 CZ2043'STATION.  (ABOUT 5 MINUTE PACK.)
 CZ2043'
 CZ2043'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED FOUR
 CZ2043'1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ2043'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  THE MARK IS 17
 CZ2043'FEET SOUTHEAST OF A CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FOUR NO
 CZ2043'1 1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ2043'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  THE MARK IS SOUTHWEST
 CZ2043'OF STATION AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 CZ2043'THE STATION.  ALSO 25 FEET SOUTH OF CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FOUR
 CZ2043'NO 2 1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ2043'WHICH PROJECTS ABOUT 15 INCHES ABOVE THE GROUND.  THE MARK IS
 CZ2043'NORTHWEST OF STATION AND ABOUT THE SAME ELEVATION AS STATION.
 CZ2043'THE MARK IS 2 FEET SOUTHWEST OF A CAIRN.
 CZ2043'
 CZ2043'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FOUR 1960, IS SET IN
 CZ2043'THE NORTH END OF A CONCRETE SLAB THAT MEASURES 4 BY 6 FEET
 CZ2043'AND PROJECTS ABOUT 2 FEET.
 CZ2043'
 CZ2043'THE AZIMUTH MARK IS 45 FEET NORTH OF CENTER OF ROAD, 61 FEET
 CZ2043'SOUTH-SOUTHWEST OF A WATER PUMP AND 75 FEET WEST OF THE WEST
 CZ2043'EDGE OF ABANDON GREEN ROOF HOUSE.
 CZ2043'
 CZ2043'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 CZ2043
 CZ2043                          STATION RECOVERY (1966)
 CZ2043
 CZ2043'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (HKB)
 CZ2043'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CZ2043'THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 CZ2043'DESTROYED BY CONSTRUCTION.  A NEW REFERENCE MARK WAS SET
 CZ2043'BY AMS.  IT IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET IN A
 CZ2043'DRILLED HOLE IN OUTCROPPING, ROCK 32.485 FEET (HORIZONTAL
 CZ2043'DISTANCE) SE OF THE STATION.  IT IS STAMPED FOUR R.M. NO. 3 ARMY
 CZ2043'MAP SERVICE 1966.  DIRECTION FROM CASA GRANDE NO 2 USC
 CZ2043'AND GS 1960--=00 DEG 00 MIN 00.0 SEC--R.M. 3--=241 DEG
 CZ2043'45 MIN 52 SEC.
 CZ2043'
 CZ2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE TOWN OF
 CZ2043'ELOY IS IN VICINITY OF THE STATION.
 CZ2043
 CZ2043                          STATION RECOVERY (1968)
 CZ2043
 CZ2043'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ2043'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND R.M. NO. 3 (AMS
 CZ2043'1966) WERE ALL RECOVERED AND IN GOOD TO FAIR CONDITION.  THE
 CZ2043'AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED DESTROYED, CORNER OF
 CZ2043'CONCRETE BLOCK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2275 ***********************************************************************
 DU2275  DESIGNATION -  FOUR PEAKS
 DU2275  PID         -  DU2275
 DU2275  STATE/COUNTY-  AZ/MARICOPA
 DU2275  USGS QUAD   -  FOUR PEAKS (1978)
 DU2275
 DU2275                         *CURRENT SURVEY CONTROL
 DU2275  ___________________________________________________________________
 DU2275* NAD 83(1992)-  33 41 03.68532(N)    111 19 32.47318(W)     ADJUSTED  
 DU2275* NAVD 88     -      2334.5    (meters)    7659.     (feet)  VERTCON   
 DU2275  ___________________________________________________________________
 DU2275  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DU2275  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU2275
 DU2275  HORZ ORDER  -  THIRD
 DU2275
 DU2275.The horizontal coordinates were established by classical geodetic methods
 DU2275.and adjusted by the National Geodetic Survey in August 1993..
 DU2275
 DU2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2275
 DU2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2275
 DU2275.The geoid height was determined by GEOID03.
 DU2275
 DU2275;                    North         East     Units Scale Factor Converg.
 DU2275;SPC AZ C     -   297,803.108   268,153.539   MT  0.99993700   +0 19 40.0
 DU2275;SPC AZ C     -   977,044.32    879,768.83   iFT  0.99993700   +0 19 40.0
 DU2275;UTM  12      - 3,727,206.594   469,812.662   MT  0.99961123   -0 10 50.3
 DU2275
 DU2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2275!SPC AZ C     -   0.99963802  x   0.99993700  =   0.99957505
 DU2275!UTM  12      -   0.99963802  x   0.99961123  =   0.99924939
 DU2275
 DU2275                          SUPERSEDED SURVEY CONTROL
 DU2275
 DU2275  NAD 83(1986)-  33 41 03.68569(N)    111 19 32.47851(W) AD(       ) 3
 DU2275  NGVD 29 (04/26/91) 2333.8    (m)         7657.     (f) VERT ANG       
 DU2275
 DU2275.Superseded values are not recommended for survey control.
 DU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2275.See file dsdata.txt to determine how the superseded data were derived.
 DU2275
 DU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6981327207(NAD 83)
 DU2275_MARKER: DD = SURVEY DISK
 DU2275_SETTING: 66 = SET IN ROCK OUTCROP
 DU2275_SP_SET: SET IN BEDROCK
 DU2275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2275+STABILITY: POSITION/ELEVATION WELL
 DU2275
 DU2275  HISTORY     - Date     Condition        Report By
 DU2275  HISTORY     - 1899     MONUMENTED       USGS
 DU2275
 DU2275                          STATION DESCRIPTION
 DU2275
 DU2275'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2275'LOCATED ABOUT 30 MI E. OF CAMP MCDOWELL, 12 MI W. OF TONTO CREEK.
 DU2275'ON NORTHWESTERN PART OF MTN. KNOWN AS FOUR PEAKS, HIGHEST
 DU2275'SOUTHERN POINT OF MAZATZAL RANGE.  THERE IS GOOD SPRING IN PASS
 DU2275'N. OF STATION 2500 FT BELOW SUMMIT.
 DU2275'
 DU2275'TO REACH NOT GIVEN.
 DU2275'
 DU2275'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2275'ROCK UNDER 8-FT HIGH ROCK CAIRN.
 DU2275'
 DU2275'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1115 ***********************************************************************
 DV1115  DESIGNATION -  FOUR RM 1
 DV1115  PID         -  DV1115
 DV1115  STATE/COUNTY-  AZ/LA PAZ
 DV1115  USGS QUAD   -  VICKSBURG (1990)
 DV1115
 DV1115                         *CURRENT SURVEY CONTROL
 DV1115  ___________________________________________________________________
 DV1115* NAD 83(1992)-  33 37 37.66588(N)    113 45 55.98254(W)     ADJUSTED  
 DV1115* NAVD 88     -       368.75   (+/-2cm)    1209.8    (feet)  VERTCON   
 DV1115  ___________________________________________________________________
 DV1115  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1115  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1115
 DV1115  HORZ ORDER  -  SECOND
 DV1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1115
 DV1115.The horizontal coordinates were established by classical geodetic methods
 DV1115.and adjusted by the National Geodetic Survey in August 1993..
 DV1115.No horizontal observational check was made to the station.
 DV1115
 DV1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1115.The vertical order pertains to the NGVD 29 superseded value.
 DV1115
 DV1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1115
 DV1115.The geoid height was determined by GEOID03.
 DV1115
 DV1115;                    North         East     Units Scale Factor Converg.
 DV1115;SPC AZ W     -   291,309.363   211,917.201   MT  0.99993336   -0 00 31.0
 DV1115;SPC AZ W     -   955,739.38    695,266.41   iFT  0.99993336   -0 00 31.0
 DV1115;SPC AZ C     -   292,832.642    41,814.101   MT  1.00026270   -1 01 26.9
 DV1115;SPC AZ C     -   960,737.01    137,185.37   iFT  1.00026270   -1 01 26.9
 DV1115;UTM  12      - 3,724,244.381   243,458.098   MT  1.00041145   -1 31 56.5
 DV1115
 DV1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1115!SPC AZ W     -   0.99994703  x   0.99993336  =   0.99988039
 DV1115!SPC AZ C     -   0.99994703  x   1.00026270  =   1.00020971
 DV1115!UTM  12      -   0.99994703  x   1.00041145  =   1.00035845
 DV1115
 DV1115                          SUPERSEDED SURVEY CONTROL
 DV1115
 DV1115  NAD 83(1986)-  33 37 37.65982(N)    113 45 55.99261(W) AD(       ) 2
 DV1115  NGVD 29 (??/??/92)  368.083  (m)         1207.62   (f) ADJ UNCH    2 0
 DV1115
 DV1115.Superseded values are not recommended for survey control.
 DV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1115.See file dsdata.txt to determine how the superseded data were derived.
 DV1115
 DV1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4345824244(NAD 83)
 DV1115_MARKER: DR = REFERENCE MARK DISK
 DV1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1115_STAMPING: FOUR NO 1 1962
 DV1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1115+STABILITY: SURFACE MOTION
 DV1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1115+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV1115
 DV1115  HISTORY     - Date     Condition        Report By
 DV1115  HISTORY     - 1962     MONUMENTED       CGS
 DV1115  HISTORY     - 20050920 GOOD             EVANS
 DV1115
 DV1115                          STATION DESCRIPTION
 DV1115
 DV1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1115'10.05 MI SW FROM HOPE.
 DV1115'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1115'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1115'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1115'46.7 FEET EAST OF TRAVERSE STATION FOUR, 47.4 FEET EAST OF A METAL
 DV1115'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1115
 DV1115                          STATION RECOVERY (2005)
 DV1115
 DV1115'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1116 ***********************************************************************
 DV1116  DESIGNATION -  FOUR RM 2
 DV1116  PID         -  DV1116
 DV1116  STATE/COUNTY-  AZ/LA PAZ
 DV1116  USGS QUAD   -  VICKSBURG (1990)
 DV1116
 DV1116                         *CURRENT SURVEY CONTROL
 DV1116  ___________________________________________________________________
 DV1116* NAD 83(1992)-  33 37 37.27973(N)    113 45 56.56900(W)     ADJUSTED  
 DV1116* NAVD 88     -       368.75   (+/-2cm)    1209.8    (feet)  VERTCON   
 DV1116  ___________________________________________________________________
 DV1116  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1116  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1116
 DV1116  HORZ ORDER  -  SECOND
 DV1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1116
 DV1116.The horizontal coordinates were established by classical geodetic methods
 DV1116.and adjusted by the National Geodetic Survey in August 1993..
 DV1116.No horizontal observational check was made to the station.
 DV1116
 DV1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1116.The vertical order pertains to the NGVD 29 superseded value.
 DV1116
 DV1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1116
 DV1116.The geoid height was determined by GEOID03.
 DV1116
 DV1116;                    North         East     Units Scale Factor Converg.
 DV1116;SPC AZ W     -   291,297.469   211,902.085   MT  0.99993336   -0 00 31.3
 DV1116;SPC AZ W     -   955,700.36    695,216.81   iFT  0.99993336   -0 00 31.3
 DV1116;SPC AZ C     -   292,821.014    41,798.771   MT  1.00026276   -1 01 27.2
 DV1116;SPC AZ C     -   960,698.86    137,135.08   iFT  1.00026276   -1 01 27.2
 DV1116;UTM  12      - 3,724,232.888   243,442.664   MT  1.00041155   -1 31 56.8
 DV1116
 DV1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1116!SPC AZ W     -   0.99994703  x   0.99993336  =   0.99988039
 DV1116!SPC AZ C     -   0.99994703  x   1.00026276  =   1.00020977
 DV1116!UTM  12      -   0.99994703  x   1.00041155  =   1.00035855
 DV1116
 DV1116                          SUPERSEDED SURVEY CONTROL
 DV1116
 DV1116  NAD 83(1986)-  33 37 37.27365(N)    113 45 56.57913(W) AD(       ) 2
 DV1116  NGVD 29 (??/??/92)  368.084  (m)         1207.62   (f) ADJ UNCH    2 0
 DV1116
 DV1116.Superseded values are not recommended for survey control.
 DV1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1116.See file dsdata.txt to determine how the superseded data were derived.
 DV1116
 DV1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4344324233(NAD 83)
 DV1116_MARKER: DR = REFERENCE MARK DISK
 DV1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1116_STAMPING: FOUR NO 2 1962
 DV1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1116+STABILITY: SURFACE MOTION
 DV1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1116+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV1116
 DV1116  HISTORY     - Date     Condition        Report By
 DV1116  HISTORY     - 1962     MONUMENTED       CGS
 DV1116  HISTORY     - 20050920 GOOD             EVANS
 DV1116
 DV1116                          STATION DESCRIPTION
 DV1116
 DV1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1116'10.05 MI SW FROM HOPE.
 DV1116'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1116'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1116'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1116'46.7 FEET SOUTH OF TRAVERSE STATION FOUR, 54.9 FEET SOUTH OF A METAL
 DV1116'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1116
 DV1116                          STATION RECOVERY (2005)
 DV1116
 DV1116'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0962 ***********************************************************************
 CG0962  DESIGNATION -  FOURR
 CG0962  PID         -  CG0962
 CG0962  STATE/COUNTY-  AZ/COCHISE
 CG0962  USGS QUAD   -  FAIRBANK (1952)
 CG0962
 CG0962                         *CURRENT SURVEY CONTROL
 CG0962  ___________________________________________________________________
 CG0962* NAD 83(1992)-  31 39 51.86716(N)    110 14 06.38694(W)     ADJUSTED  
 CG0962* NAVD 88     -      1352.9    (meters)    4439.     (feet)  VERTCON   
 CG0962  ___________________________________________________________________
 CG0962  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CG0962  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0962
 CG0962  HORZ ORDER  -  FIRST
 CG0962
 CG0962.The horizontal coordinates were established by classical geodetic methods
 CG0962.and adjusted by the National Geodetic Survey in August 1993..
 CG0962
 CG0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0962
 CG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0962
 CG0962.The geoid height was determined by GEOID03.
 CG0962
 CG0962;                    North         East     Units Scale Factor Converg.
 CG0962;SPC AZ E     -    73,660.986   206,870.016   MT  0.99990052   -0 02 09.3
 CG0962;SPC AZ E     -   241,669.90    678,707.40   iFT  0.99990052   -0 02 09.3
 CG0962;UTM  12      - 3,503,492.870   572,511.070   MT  0.99966485   +0 24 05.6
 CG0962
 CG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0962!SPC AZ E     -   0.99979199  x   0.99990052  =   0.99969253
 CG0962!UTM  12      -   0.99979199  x   0.99966485  =   0.99945691
 CG0962
 CG0962:                Primary Azimuth Mark                     Grid Az
 CG0962:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               037 24 27.7
 CG0962:UTM  12      -  PHOENIX EL PASO AWY BCN 16               036 58 12.8
 CG0962
 CG0962|---------------------------------------------------------------------|
 CG0962| PID    Reference Object                     Distance      Geod. Az  |
 CG0962|                                                           dddmmss.s |
 CG0962| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.14.0 KM 0372218.4 |
 CG0962| CC7421 FOURR RM 1                            6.976 METERS 04957     |
 CG0962| CC7422 FOURR RM 2                           10.129 METERS 19112     |
 CG0962| CC7420 FOURR AZ MK                                        2740509.8 |
 CG0962|---------------------------------------------------------------------|
 CG0962
 CG0962                          SUPERSEDED SURVEY CONTROL
 CG0962
 CG0962  NAD 83(1986)-  31 39 51.85936(N)    110 14 06.38126(W) AD(       ) 1
 CG0962  NAD 27      -  31 39 51.53600(N)    110 14 04.08700(W) AD(       ) 1
 CG0962  NGVD 29 (07/19/86) 1352.1    (m)         4436.     (f) VERT ANG       
 CG0962
 CG0962.Superseded values are not recommended for survey control.
 CG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0962.See file dsdata.txt to determine how the superseded data were derived.
 CG0962
 CG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7251103493(NAD 83)
 CG0962_MARKER: DS = TRIANGULATION STATION DISK
 CG0962_SETTING: 80 = SET IN A BOULDER
 CG0962_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG0962
 CG0962  HISTORY     - Date     Condition        Report By
 CG0962  HISTORY     - 1938     MONUMENTED       CGS
 CG0962  HISTORY     - 1946     GOOD             CGS
 CG0962  HISTORY     - 1947     GOOD             CGS
 CG0962  HISTORY     - 1956     GOOD             USE
 CG0962  HISTORY     - 1962     GOOD             CGS
 CG0962
 CG0962                          STATION DESCRIPTION
 CG0962
 CG0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0962'IN SEC, 30-29, R. 21 E., T. 20 S., STATION IS LOCATED ABOUT 5-1/2
 CG0962'MILES SW OF FAIRBANK, ABOUT 11-1/2 MILES NE OF FORT HUACHUCA,
 CG0962'ABOUT 9-1/2 MILES WSW OF TOMBSTONE, AND ON THE MOST S AND
 CG0962'HIGHEST HILL OF THE GROUP OF LOW HILLS LYING IN THE FORK OF THE
 CG0962'SAN PEDRO AND BABOCOMARI RIVERS.
 CG0962'
 CG0962'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER.
 CG0962'
 CG0962'TO REACH FROM FAIRBANKS, GO W ON STATE HIGHWAY 82 FOR 1.6
 CG0962'MILES TO A FORK.  TURN LEFT OFF THE HIGHWAY ONTO A GRADED
 CG0962'ROAD AND GO SW FOR 1.6 MILES.  KEEP THE LEFT FORK WHICH IS
 CG0962'THE MAIN TRAVELED ROAD FOR 1.2 MILES TO THE FOURR RANCH ON
 CG0962'LEFT.  LEAVE THE ROAD, ENTER THE RANCHYARD AND BEAR TO THE
 CG0962'RIGHT, GOING THROUGH TWO GATES AND CROSSING THE RAILROAD
 CG0962'TRACKS AT THE STOCK LOADING PENS.  AT THE PENS BEAR TO THE
 CG0962'LEFT ABOUT 100 FEET, THEN TURN RIGHT OR S AGAIN AND CROSS THE
 CG0962'RIVER, THEN LEFT, N, A SHORT WAY TO THE FENCE CORNER, THEN
 CG0962'E AGAIN FOR 1.7 MILES FROM THE PENS TO A GATE.  PASS THROUGH
 CG0962'THE GATE AND CONTINUE S ON THE TRACK ROAD FOR 0.65 MILE AND
 CG0962'TAKE THE LEFT FORK.  CONTINUE S AROUND THE BASE OF THE
 CG0962'ROCKY HILL FOR 0.6 MILE FARTHER.  ABOUT 100 YARDS AFTER
 CG0962'CROSSING THE WASH THE TRACKS TURN TO THE RIGHT OR S AGAIN.
 CG0962'LEAVE THE TRACKS AND GO STRAIGHT AHEAD, E, ACROSS
 CG0962'COUNTY TOWARD THE MOST S HILL FOR 0.2 MILE TO THE END OF
 CG0962'TRUCK TRAVEL.  THE STATION IS ABOUT 1/3 MILE NE ON THE HIGHEST
 CG0962'POINT OF THE HILL.
 CG0962'
 CG0962'THE AZIMUTH MARK IS LOCATED ON THE LOWER ROCKY HILL, ABOUT
 CG0962'1/2 MILE WNW OF THE STATION, AND ON THE NE END AND THE
 CG0962'HIGHEST POINT.  IT IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 CG0962'BEDROCK.
 CG0962'
 CG0962'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN BOULDERS.
 CG0962
 CG0962                          STATION RECOVERY (1946)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0962'ORIGINAL DESCRIPTION OF STATION AND MARKS IS ADEQUATE.
 CG0962'ALL MARKS RECOVERED IN GOOD CONDITION.  THE FOURR RANCH IS NOW
 CG0962'OWNED AND OPERATED BY J.P. HUNT.  DUE TO CHANGES SINCE THE
 CG0962'ORIGINAL DESCRIPTION WAS WRITTEN, NEW DIRECTIONS ARE HERE
 CG0962'GIVEN TO REACH STATION.
 CG0962'
 CG0962'TO REACH FROM FAIRBANK, GO W ON STATE HIGHWAY 8 FOR 4.15
 CG0962'MILES TO A GRAVEL ROAD LEFT ACROSS A CATTLE GUARD.  HERE TURN
 CG0962'LEFT ACROSS CATTLE GUARD AND FOLLOW MAIN ROAD 1.45 MILES TO
 CG0962'CATTLE GUARD AT ENTRANCE TO THE HUNT RANCH HOUSE YARD.  CROSS
 CG0962'CATTLE GUARD INTO YARD, THEN KEEP RIGHT ON A RIGHT FORK AND
 CG0962'FOLLOW TRACK ROAD ACROSS RAILROAD TRACKS TO CORRALS, A DISTANCE
 CG0962'OF 0.1 MILE.  PASS THROUGH WOOD GATE AND KEEP STRAIGHT AHEAD
 CG0962'0.05 MILE TO RIVER.  FORK RIVER AND FOLLOW TRACK ROAD 0.1
 CG0962'MILE TO FENCE CORNER ON RIGHT.  TURN RIGHT, S, THEN RIGHT
 CG0962'AGAIN, W, 0.15 MILE TO WIRE GATE AT TREE.  PASS THROUGH AND
 CG0962'CONTINUE 0.05 MILE TO LEFT FORK.  TURN LEFT AND FOLLOW
 CG0962'TRACKS S 1.25 MILES TO WOOD GATE.  CONTINUE 0.45 MILE TO DIM
 CG0962'ROAD LEFT.  TURN LEFT 0.2 MILE TO CROSS ROAD AT BASE OF ROCKY
 CG0962'HILL.  TURN LEFT, N, AROUND HILL 0.1 MILE.  HERE THE
 CG0962'AZIMUTH IS TO THE RIGHT, S, ON TOP OF ROCKY HILL.
 CG0962'CONTINUE ON TRACK ROAD ABOUT 0.3 MILE TO ITS END ON THE
 CG0962'SIDE OF THE NEXT HILL TO THE E.  FROM HERE PACK E UP THE
 CG0962'SLOPE FOR ABOUT 5 MINUTES TO THE TOP AND THE STATION.
 CG0962
 CG0962                          STATION RECOVERY (1947)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JAM)
 CG0962'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  THE
 CG0962'REFERENCES TO THE FOURR RANCH SHOULD BE MADE TO THE J.P. HUNT
 CG0962'RANCH.
 CG0962
 CG0962                          STATION RECOVERY (1956)
 CG0962
 CG0962'RECOVERY NOTE BY US ENGINEERS 1956
 CG0962'STATION RECOVERED AS DESCRIBED.
 CG0962
 CG0962                          STATION RECOVERY (1962)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 CG0962'THE STATION WAS VISITED BY HELICOPTER.  IT IS QUITE APPARENT
 CG0962'FROM EXISTING TOPOGRAPHICAL MAPS THAT THE 1938 DESCRIPTION IS
 CG0962'NO LONGER ADEQUATE.  A ROAD NOW EXISTS TO THE TOP OF THE HILL.
 CG0962'A FARILY LARGE AREA SURROUNDING THE STATION HAS BEEN LEVELED
 CG0962'FOR SETTING UP ELECTRONIC EQUIPMENT.  IT IS KNOWN THAT THE
 CG0962'STATION CAN BE REACHED BY VEHICLE BY ENTERING THE ARTILLERY
 CG0962'RANGE FROM STATE ROUTE NO. 92 ABOUT 0.4 MILE NORTH OF THE NORTH
 CG0962'ENTRANCE GATE INTO FORT HUACHUCA.  A KEY FOR ENTERING THE
 CG0962'PADLOCK GATE INTO THE ARTILLERY RANGE CAN BE OBTAINED FROM FORT
 CG0962'HUACHUCA RANGE SAFETY OFFICER.
 CG0962'
 CG0962'AS MENTIONED ABOVE, AN AREA SURROUNDING THE STATION HAS BEEN
 CG0962'LEVELED OFF.  ANGULAR MEASUREMENTS BETWEEN THE REFERENCE
 CG0962'MARKS PRODUCED A DIVERGENCE OF 01 MIN 36 SEC.
 CG0962'
 CG0962'REFERENCE MARK NO. 1 WAS MEASURED WITHIN .006 METER OF LISTED
 CG0962'VALUE.
 CG0962'
 CG0962'REFERENCE MARK NO. 2 WAS MEASURED WITHIN .006 METER OF LISTED VALUE.
 CG0962'
 CG0962'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0855 ***********************************************************************
 ES0855  DESIGNATION -  FOURTEEN
 ES0855  PID         -  ES0855
 ES0855  STATE/COUNTY-  AZ/COCONINO
 ES0855  USGS QUAD   -  QUAYLE HILL (1971)
 ES0855
 ES0855                         *CURRENT SURVEY CONTROL
 ES0855  ___________________________________________________________________
 ES0855* NAD 83(1992)-  34 41 20.99861(N)    111 06 42.04441(W)     ADJUSTED  
 ES0855* NAVD 88     -      2017.5    (meters)    6619.     (feet)  VERTCON   
 ES0855  ___________________________________________________________________
 ES0855  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ES0855  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0855
 ES0855  HORZ ORDER  -  SECOND
 ES0855
 ES0855.The horizontal coordinates were established by classical geodetic methods
 ES0855.and adjusted by the National Geodetic Survey in August 1993..
 ES0855
 ES0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0855
 ES0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0855
 ES0855.The geoid height was determined by GEOID03.
 ES0855
 ES0855;                    North         East     Units Scale Factor Converg.
 ES0855;SPC AZ C     -   409,389.366   287,116.143   MT  0.99996703   +0 27 29.4
 ES0855;SPC AZ C     - 1,343,140.96    941,982.10   iFT  0.99996703   +0 27 29.4
 ES0855;UTM  12      - 3,838,579.343   489,770.717   MT  0.99960129   -0 03 48.8
 ES0855
 ES0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0855!SPC AZ C     -   0.99968710  x   0.99996703  =   0.99965414
 ES0855!UTM  12      -   0.99968710  x   0.99960129  =   0.99928851
 ES0855
 ES0855:                Primary Azimuth Mark                     Grid Az
 ES0855:SPC AZ C     -  DUKE                                     031 31 06.7
 ES0855:UTM  12      -  DUKE                                     032 02 24.9
 ES0855
 ES0855|---------------------------------------------------------------------|
 ES0855| PID    Reference Object                     Distance      Geod. Az  |
 ES0855|                                                           dddmmss.s |
 ES0855| ES0851 DUKE                                APPROX. 0.8 KM 0315836.1 |
 ES0855| ES0870 NINO                                APPROX. 0.7 KM 1892911.9 |
 ES0855|---------------------------------------------------------------------|
 ES0855
 ES0855                          SUPERSEDED SURVEY CONTROL
 ES0855
 ES0855  NAD 83(1986)-  34 41 20.99226(N)    111 06 42.04808(W) AD(       ) 2
 ES0855  NGVD 29 (07/10/87) 2016.6    (m)         6616.     (f) VERT ANG       
 ES0855
 ES0855.Superseded values are not recommended for survey control.
 ES0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0855.See file dsdata.txt to determine how the superseded data were derived.
 ES0855
 ES0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8977138579(NAD 83)
 ES0855_MARKER: DS = TRIANGULATION STATION DISK
 ES0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0855+STABILITY: SURFACE MOTION
 ES0855
 ES0855  HISTORY     - Date     Condition        Report By
 ES0855  HISTORY     - 1981     MONUMENTED       AZDT
 ES0855  HISTORY     - 19980817 GOOD             USPSQD
 ES0855
 ES0855                          STATION DESCRIPTION
 ES0855
 ES0855'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0855'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF THE BLUE RIDGE FOREST
 ES0855'SERVICE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0855'
 ES0855'THE STATION MARK IS AN AZDT DISK STAMPED---FOURTEEN 1981---SET IN
 ES0855'TOP OF A CONCRETE MONUMENT 79 FEET WEST OF SR 87 AND 10 FEET NORTH OF
 ES0855'A CAIRN.
 ES0855'
 ES0855'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0855'
 ES0855'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0855'SR 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION, CONTINUE NORTH
 ES0855'ALONG THE HIGHWAY FOR 8.85 MILES TO THE STATION ON THE LEFT AT MILE
 ES0855'POST 308.45.
 ES0855
 ES0855                          STATION RECOVERY (1998)
 ES0855
 ES0855'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1009 ***********************************************************************
 ES1009  DESIGNATION -  FOXBORO
 ES1009  PID         -  ES1009
 ES1009  STATE/COUNTY-  AZ/COCONINO
 ES1009  USGS QUAD   -  MUNDS PARK (1974)
 ES1009
 ES1009                         *CURRENT SURVEY CONTROL
 ES1009  ___________________________________________________________________
 ES1009* NAD 83(1992)-  34 52 45.23491(N)    111 39 37.83724(W)     ADJUSTED  
 ES1009* NAVD 88     -      2039.3    (meters)    6691.     (feet)  VERTCON   
 ES1009  ___________________________________________________________________
 ES1009  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 ES1009  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES1009
 ES1009  HORZ ORDER  -  SECOND
 ES1009
 ES1009.The horizontal coordinates were established by classical geodetic methods
 ES1009.and adjusted by the National Geodetic Survey in August 1993..
 ES1009
 ES1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1009
 ES1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1009
 ES1009.The geoid height was determined by GEOID03.
 ES1009
 ES1009;                    North         East     Units Scale Factor Converg.
 ES1009;SPC AZ C     -   430,207.542   236,776.032   MT  0.99990676   +0 08 47.3
 ES1009;SPC AZ C     - 1,411,442.07    776,824.25   iFT  0.99990676   +0 08 47.3
 ES1009;UTM  12      - 3,859,849.443   439,638.450   MT  0.99964490   -0 22 39.8
 ES1009
 ES1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1009!SPC AZ C     -   0.99968373  x   0.99990676  =   0.99959052
 ES1009!UTM  12      -   0.99968373  x   0.99964490  =   0.99932874
 ES1009
 ES1009|---------------------------------------------------------------------|
 ES1009| PID    Reference Object                     Distance      Geod. Az  |
 ES1009|                                                           dddmmss.s |
 ES1009| CH2314 FOXBORO RM 1                          8.640 METERS 02853     |
 ES1009| ES1013 APACHE MAID                         APPROX.19.7 KM 1492720.0 |
 ES1009| CH2315 FOXBORO RM 2                         50.536 METERS 27229     |
 ES1009|---------------------------------------------------------------------|
 ES1009
 ES1009                          SUPERSEDED SURVEY CONTROL
 ES1009
 ES1009  NAD 83(1986)-  34 52 45.23133(N)    111 39 37.83505(W) AD(       ) 2
 ES1009  NAD 27      -  34 52 45.17810(N)    111 39 35.27570(W) AD(       ) 2
 ES1009  NGVD 29 (07/19/86) 2038.4    (m)         6688.     (f) VERT ANG       
 ES1009
 ES1009.Superseded values are not recommended for survey control.
 ES1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1009.See file dsdata.txt to determine how the superseded data were derived.
 ES1009
 ES1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3963859849(NAD 83)
 ES1009_MARKER: DS = TRIANGULATION STATION DISK
 ES1009_SETTING: 80 = SET IN A BOULDER
 ES1009_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1009
 ES1009  HISTORY     - Date     Condition        Report By
 ES1009  HISTORY     - 1959     MONUMENTED       CGS
 ES1009  HISTORY     - 20050913 GOOD             USPSQD
 ES1009
 ES1009                          STATION DESCRIPTION
 ES1009
 ES1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1009'THE STATION IS ON A HIGH, TIMBERED MESA, ABOUT 5.5 MILES
 ES1009'NORTH OF THE COCONINO AND YAVAPAI COUNTY LINE, 2.5 MILES
 ES1009'WEST OF INTERSTATE HIGHWAY 17 AND 4.5 MILES EAST OF SEDONA.
 ES1009'
 ES1009'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA, GO SOUTH
 ES1009'ON ARIZONA STATE HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT,
 ES1009'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE
 ES1009'OVER OAK CREEK.  TURN LEFT ON THE BLADED ROAD AND GO 9.0
 ES1009'MILES TO A T ROAD ON THE RIGHT AND BUILDINGS ON THE LEFT.
 ES1009'TURN RIGHT ON THE TRACK ROAD, GO 0.65 MILE TO A TRACK ROAD
 ES1009'LEFT.  TURN LEFT, GO 0.45 MILE TO THE END OF THE ROAD AND A
 ES1009'BLAZED TREE.  TURN LEFT THEN RIGHT AND FOLLOW THE BLAZED
 ES1009'TREES FOR 0.45 MILE TO THE STATION.
 ES1009'
 ES1009'THE STATION IS A STANDARD DISK, STAMPED FOXBORO 1959, CEMENTED
 ES1009'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES.
 ES1009'
 ES1009'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOXBORO NO 2 1959,
 ES1009'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES.
 ES1009'
 ES1009'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOXBORO NO 1 1959,
 ES1009'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 ES1009'
 ES1009'NO SUITABLE PLACE FOR AN AZIMUTH.
 ES1009
 ES1009                          STATION RECOVERY (2005)
 ES1009
 ES1009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES1009'MARK FOUND.  ACCESS FROM PRIVATE ROAD PROPERTY INSTEAD OF DIRECTIONS
 ES1009'IN DESCRIPTION. CONDITION IS GOOD BUT BOULDER HAS A CRACK BUT DISK IS
 ES1009'CURRENTLY STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1095 ***********************************************************************
 CG1095  DESIGNATION -  FRAGUITA
 CG1095  PID         -  CG1095
 CG1095  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1095  USGS QUAD   -  ARIVACA (1979)
 CG1095
 CG1095                         *CURRENT SURVEY CONTROL
 CG1095  ___________________________________________________________________
 CG1095* NAD 83(1992)-  31 30 24.60321(N)    111 19 57.78000(W)     ADJUSTED  
 CG1095* NAVD 88     -      1638.     (meters)    5374.     (feet)  SCALED    
 CG1095  ___________________________________________________________________
 CG1095  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CG1095  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CG1095
 CG1095  HORZ ORDER  -  FIRST
 CG1095
 CG1095.The horizontal coordinates were established by classical geodetic methods
 CG1095.and adjusted by the National Geodetic Survey in August 1993..
 CG1095
 CG1095.The orthometric height was scaled from a topographic map.
 CG1095
 CG1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1095
 CG1095.The geoid height was determined by GEOID03.
 CG1095
 CG1095;                    North         East     Units Scale Factor Converg.
 CG1095;SPC AZ C     -    56,336.754   268,827.462   MT  0.99993793   +0 18 18.6
 CG1095;SPC AZ C     -   184,831.87    881,979.86   iFT  0.99993793   +0 18 18.6
 CG1095;UTM  12      - 3,485,822.049   468,406.005   MT  0.99961231   -0 10 26.0
 CG1095
 CG1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1095!SPC AZ C     -   0.99974758  x   0.99993793  =   0.99968552
 CG1095!UTM  12      -   0.99974758  x   0.99961231  =   0.99935999
 CG1095
 CG1095|---------------------------------------------------------------------|
 CG1095| PID    Reference Object                     Distance      Geod. Az  |
 CG1095|                                                           dddmmss.s |
 CG1095| CH5182 FRAGUITA RM 1                         5.395 METERS 13223     |
 CG1095| CG1122 BOUNDARY MON 136 MX US              APPROX.10.9 KM 2292313.2 |
 CG1095| CH5183 FRAGUITA RM 2                         7.720 METERS 32250     |
 CG1095|---------------------------------------------------------------------|
 CG1095
 CG1095                          SUPERSEDED SURVEY CONTROL
 CG1095
 CG1095  NAD 83(1986)-  31 30 24.59254(N)    111 19 57.77859(W) AD(       ) 1
 CG1095  NAD 27      -  31 30 24.26400(N)    111 19 55.42500(W) AD(       ) 1
 CG1095
 CG1095.Superseded values are not recommended for survey control.
 CG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1095.See file dsdata.txt to determine how the superseded data were derived.
 CG1095
 CG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6840685822(NAD 83)
 CG1095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CG1095_SETTING: 80 = SET IN A BOULDER
 CG1095_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1095
 CG1095  HISTORY     - Date     Condition        Report By
 CG1095  HISTORY     - 1935     MONUMENTED       CGS
 CG1095  HISTORY     - 1972     GOOD             AZHD
 CG1095
 CG1095                          STATION DESCRIPTION
 CG1095
 CG1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1095'ON THE SUMMIT OF A HIGH SHARP PEAK, KNOWN LOCALLY AS YELLOW JACKET
 CG1095'MOUNTAIN, ABOUT 5 MILES, AIR LINE, DUE SOUTH OF ARIVACA, AND
 CG1095'THE HIGHEST POINT IN THE VICINITY.  MARKED BY A STANDARD BRONZE
 CG1095'DISK, REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1095'REFERENCE DISK, IS 5.395 METERS (17.70 FEET) FROM
 CG1095'STATION S 47 DEG 37 MIN E. REFERENCE MARK NO. 2, A
 CG1095'STANDARD BRONZE REFERENCE DISK, IS 7,720 METERS
 CG1095'(25.33 FEET) FROM STATION N 37 DEG 10 MIN W. BOUNDARY
 CG1095'MONUMENT NO. 136 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1095
 CG1095                          STATION RECOVERY (1972)
 CG1095
 CG1095'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1095'A.  GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 CG1095'RECOVERED IN GOOD CONDITION AS DESCRIBED BY USC AND GS.  THE
 CG1095'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0858 ***********************************************************************
 CY0858  DESIGNATION -  FRANK
 CY0858  PID         -  CY0858
 CY0858  STATE/COUNTY-  AZ/GREENLEE
 CY0858  USGS QUAD   -  DUNCAN (1986)
 CY0858
 CY0858                         *CURRENT SURVEY CONTROL
 CY0858  ___________________________________________________________________
 CY0858* NAD 83(1992)-  32 40 56.56881(N)    109 04 53.21552(W)     ADJUSTED  
 CY0858* NAVD 88     -      1135.8    (meters)    3726.     (feet)  VERTCON   
 CY0858  ___________________________________________________________________
 CY0858  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CY0858  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0858
 CY0858  HORZ ORDER  -  SECOND
 CY0858
 CY0858.The horizontal coordinates were established by classical geodetic methods
 CY0858.and adjusted by the National Geodetic Survey in August 1993..
 CY0858
 CY0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0858
 CY0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0858
 CY0858.The geoid height was determined by GEOID03.
 CY0858
 CY0858;                    North         East     Units Scale Factor Converg.
 CY0858;SPC AZ E     -   187,050.987   315,131.298   MT  1.00002767   +0 35 09.8
 CY0858;SPC AZ E     -   613,684.34  1,033,895.33   iFT  1.00002767   +0 35 09.8
 CY0858;UTM  12      - 3,617,703.053   679,876.584   MT  0.99999898   +1 02 10.5
 CY0858
 CY0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0858!SPC AZ E     -   0.99982578  x   1.00002767  =   0.99985345
 CY0858!UTM  12      -   0.99982578  x   0.99999898  =   0.99982476
 CY0858
 CY0858:                Primary Azimuth Mark                     Grid Az
 CY0858:SPC AZ E     -  ARIMEX                                   017 53 44.9
 CY0858:UTM  12      -  ARIMEX                                   017 26 44.2
 CY0858
 CY0858|---------------------------------------------------------------------|
 CY0858| PID    Reference Object                     Distance      Geod. Az  |
 CY0858|                                                           dddmmss.s |
 CY0858| CY1085 ARIMEX                              APPROX. 9.9 KM 0182854.7 |
 CY0858| CY0865 FRANK RM 1                            9.085 METERS 15835     |
 CY0858| CY0866 FRANK RM 2                            9.107 METERS 33817     |
 CY0858|---------------------------------------------------------------------|
 CY0858
 CY0858                          SUPERSEDED SURVEY CONTROL
 CY0858
 CY0858  NAD 83(1986)-  32 40 56.56203(N)    109 04 53.21577(W) AD(       ) 2
 CY0858  NGVD 29 (02/22/88) 1135.2    (m)         3724.     (f) VERT ANG       
 CY0858
 CY0858.Superseded values are not recommended for survey control.
 CY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0858.See file dsdata.txt to determine how the superseded data were derived.
 CY0858
 CY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7987717703(NAD 83)
 CY0858_MARKER: DS = TRIANGULATION STATION DISK
 CY0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0858+STABILITY: SURFACE MOTION
 CY0858
 CY0858  HISTORY     - Date     Condition        Report By
 CY0858  HISTORY     - 1983     MONUMENTED       AZDT
 CY0858
 CY0858                          STATION DESCRIPTION
 CY0858
 CY0858'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0858'THE STATION IS LOCATED 3 MILES SOUTHEAST OF DUNCAN ALONG U.S. HIGHWAY
 CY0858'70.
 CY0858'
 CY0858'THE STATION MARK IS AN AZDT DISK STAMPED---FRANK 1983---.  IT IS SET
 CY0858'IN TOP OF A 10 INCH CONCRETE MONUMENT, 46 FEET NORTHEAST OF THE CENTER
 CY0858'LINE OF THE HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 CY0858'
 CY0858'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FRANK RM 1 1983---.  IT IS
 CY0858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0858'
 CY0858'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FRANK RM 2 1983---.  IT IS
 CY0858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0858'
 CY0858'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0858'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN RIGHT AND
 CY0858'TRAVEL SOUTHEAST FOR 3.0 MILES TO MILEPOST 382 AND THE STATION ON THE
 CY0858'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2045 ***********************************************************************
 DU2045  DESIGNATION -  FRASER
 DU2045  PID         -  DU2045
 DU2045  STATE/COUNTY-  AZ/PINAL
 DU2045  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU2045
 DU2045                         *CURRENT SURVEY CONTROL
 DU2045  ___________________________________________________________________
 DU2045* NAD 83(1992)-  33 22 44.85148(N)    111 14 26.62127(W)     ADJUSTED  
 DU2045* NAVD 88     -      1408.0    (meters)    4619.     (feet)  VERTCON   
 DU2045  ___________________________________________________________________
 DU2045  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 DU2045  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DU2045
 DU2045  HORZ ORDER  -  FIRST
 DU2045
 DU2045.The horizontal coordinates were established by classical geodetic methods
 DU2045.and adjusted by the National Geodetic Survey in August 1993..
 DU2045
 DU2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2045
 DU2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2045
 DU2045.The geoid height was determined by GEOID03.
 DU2045
 DU2045;                    North         East     Units Scale Factor Converg.
 DU2045;SPC AZ C     -   263,999.425   276,251.375   MT  0.99994875   +0 22 18.8
 DU2045;SPC AZ C     -   866,139.85    906,336.53   iFT  0.99994875   +0 22 18.8
 DU2045;UTM  12      - 3,693,343.983   477,608.824   MT  0.99960618   -0 07 56.8
 DU2045
 DU2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2045!SPC AZ C     -   0.99978350  x   0.99994875  =   0.99973226
 DU2045!UTM  12      -   0.99978350  x   0.99960618  =   0.99938976
 DU2045
 DU2045|---------------------------------------------------------------------|
 DU2045| PID    Reference Object                     Distance      Geod. Az  |
 DU2045|                                                           dddmmss.s |
 DU2045| CH5186 FRASER RM 2                           4.109 METERS 01248     |
 DU2045| CH5184 FRASER AZ MK                                       1371615.6 |
 DU2045| CH5185 FRASER RM 1                           3.645 METERS 26849     |
 DU2045| DU2085 ROADSIDE                            APPROX.22.6 KM 2703121.7 |
 DU2045|---------------------------------------------------------------------|
 DU2045
 DU2045                          SUPERSEDED SURVEY CONTROL
 DU2045
 DU2045  NAD 83(1986)-  33 22 44.84665(N)    111 14 26.62372(W) AD(       ) 1
 DU2045  NAD 27      -  33 22 44.66100(N)    111 14 24.17900(W) AD(       ) 1
 DU2045  NGVD 29 (07/19/86) 1407.3    (m)         4617.     (f) VERT ANG       
 DU2045
 DU2045.Superseded values are not recommended for survey control.
 DU2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2045.See file dsdata.txt to determine how the superseded data were derived.
 DU2045
 DU2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7760993344(NAD 83)
 DU2045_MARKER: DS = TRIANGULATION STATION DISK
 DU2045_SETTING: 66 = SET IN ROCK OUTCROP
 DU2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2045
 DU2045  HISTORY     - Date     Condition        Report By
 DU2045  HISTORY     - 1938     MONUMENTED       CGS
 DU2045  HISTORY     - 1946     GOOD             CGS
 DU2045  HISTORY     - 1946     GOOD             USGS
 DU2045  HISTORY     - 1965     GOOD             USGS
 DU2045
 DU2045                          STATION DESCRIPTION
 DU2045
 DU2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2045'ABOUT 9 MILES N AND 5-1/2 MILES E OF FLORENCE JUNCTION AND 8
 DU2045'MILES W AND 6 MILES N OF SUPERIOR, ARIZ.  STATION IS ON HIGHEST
 DU2045'POINT OF DIVIDE BETWEEN MILLSITE CREEK ON E AND FRASER CREEK
 DU2045'ON W.  PEAK HAS ALMOST VERTICAL CLIFFS ON E AND N.
 DU2045'
 DU2045'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DU2045'DISKS IN OUTCROPPING BEDROCK.
 DU2045'
 DU2045'STATION IS REACHED FROM POST OFFICE IN FLORENCE JUNCTION,
 DU2045'ARIZ. BY GOING NW ON ARIZ. 70, 0.05 MILE TO A PAVED ROAD
 DU2045'LEADING R.  THENCE TURN R AND FOLLOW PAVED ROAD 2.1 MILES
 DU2045'TO QUEEN CREEK BRIDGE.  CONTINUE ON 0.05 MILE TO A TRACK ROAD
 DU2045'LEADING R.  TURN R AND FOLLOW MAIN-TRAVELED ROAD 3.15 MILES
 DU2045'TO A FORK.  THENCE TAKE L FORK AND FOLLOW MAIN-TRAVELED ROAD
 DU2045'2.45 MILES TO A DIM R FORK.  THENCE KEEP STRAIGHT AHEAD, L
 DU2045'FORK MAIN-TRAVELED ROAD 0.4 MILE TO A DIM R FORK.
 DU2045'MAIN-TRAVELED ROAD GOES L 0.25 MILE TO A RANCHHOUSE.  TURN R ON
 DU2045'DIM ROAD AND GO NORTHERLY 2.45 MILES TO A FORK.  TAKE R FORK
 DU2045'AND CONTINUE ON 0.05 MILE TO A WIRE GATE.  THENCE CONTINUE
 DU2045'0.2 MILE TO A POINT WHERE ROAD CURVES TO R AND END OF
 DU2045'TRUCK TRAVEL.  FROM HERE STATION SITE IS VISIBLE ABOUT 2
 DU2045'1/2 MILES DISTANT AT 46 DEG MAGNETIC.  FROM HERE GO
 DU2045'NORTHERLY ON, BEARING 350 DEG MAGNETIC ABOUT 0.2 MILE TO A
 DU2045'WASH.  HERE TURN R UP WASH AND CONTINUE IN LEFT-HAND
 DU2045'MAIN WASH TO A SADDLE ON RIDGE.  THENCE R ALONG RIDGE TO
 DU2045'HIGHEST POINT AND STATION SITE.  THIS STATION IS ABOUT A
 DU2045'3-HOUR PACK.
 DU2045'
 DU2045'REFERENCE MARK NO. 1 IS W OF STATION AT ABOUT SAME ELEVATION.
 DU2045'REFERENCE MARK NO. 2 IS N BY E OF STATION AT ABOUT SAME ELEVATION.
 DU2045'AZIMUTH MARK IS ABOUT 2-1/2 MILES SW OF STATION AND ABOUT
 DU2045'2000 FEET LOWER IN ELEVATION.  IT IS ABOUT 100 FEET NE OF END
 DU2045'OF TRUCK TRAVEL ON WESTERN SLOPE OF A HILL.
 DU2045
 DU2045                          STATION RECOVERY (1946)
 DU2045
 DU2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2045'STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 DU2045'CONDITION EXCEPT THAT THE PUBLISHED DISTANCE TO REFERENCE
 DU2045'MARK NO. 2 AS GIVEN IN METERS IS INCORRECT.  THE CORRECT
 DU2045'DISTANCE IS GIVEN BELOW.  THE AZIMUTH MARK WAS NOT SEARCHED
 DU2045'FOR AS THE ORIGINAL DESCRIPTION WAS NOT FOLLOWED TO REACH
 DU2045'THE STATION.
 DU2045'
 DU2045'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE NORTHEAST OF
 DU2045'FLORENCE JUNCTION AND ABOUT 9 MILES AIR LINE NORTHWEST OF
 DU2045'SUPERIOR, ON THE HIGHEST POINT OF THE DIVIDE BETWEEN MILL
 DU2045'SITE CREEK ON THE EAST AND FRASER CREEK ON THE WEST.  THE
 DU2045'STATION MARK IS A BRONZE DISK STAMPED--FRASER 1938, SET IN
 DU2045'OUTCROPPING BEDROCK FLUSH WITH GROUND ON THE HIGHEST POINT
 DU2045'OF A ROUNDED PEAK, 8 PACES NORTH OF THE SOUTH BRIM AND 8 PACES
 DU2045'SOUTH OF NORTH BRIM.
 DU2045'
 DU2045'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--FRASER NO 1
 DU2045'1938, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND, 5 PACES
 DU2045'NORTH OF THE SOUTH BRIM AND 1 PACE SOUTH OF THE NORTH BRIM.
 DU2045'IT IS AT THE SAME ELEVATION AS THE STATION MARK.
 DU2045'
 DU2045'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--FRASER NO 2
 DU2045'1938, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND, 4 PACES
 DU2045'WEST OF THE EAST BRIM AND 4 PACES NORTHWEST OF THE HIGHEST
 DU2045'POINT OF PEAK.  IT IS AT THE SAME ELEVATION AS THE STATION
 DU2045'MARK.
 DU2045'
 DU2045'TO REACH STATION FROM POST OFFICE IN SUPERIOR.  GO WEST ON
 DU2045'HIGHWAY U.S. 60 AND 70 TO A DIRT ROAD RIGHT AT SIGN SNOW WHITE
 DU2045'PERLITES MINES 5 MILES.  TURN RIGHT, GO 0.05 MILE TO FORK.
 DU2045'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 4.8 MILES TO A DIM
 DU2045'ROAD RIGHT.  TURN RIGHT DOWN INTO QUEEN CREEK, THEN RIGHT,
 DU2045'ACROSS CREEK AND UP HEWITT CANYON 0.35 MILE TO A WIRE GATE.
 DU2045'PASS THROUGH GATE, FOLLOW CANYON 1.9 MILE TO A DIM ROAD LEFT
 DU2045'LEADING UP CANYON.  TURN LEFT AND GO 1.4 MILE TO END OF TRUCK
 DU2045'TRAVEL AT LARGE BEDROCK IN BOTTOM OF CANYON.  FROM HERE
 DU2045'WALK UP MAIN CANYON KEEPING TO THE RIGHT OF THE LARGE ROCK
 DU2045'PROJECTION, TO MOUTH OF ANOTHER CANYON ON THE LEFT.  AT
 DU2045'WHICH POINT A LARGE ROCK BUTTE CAN BE SEEN TO THE NORTHWEST.
 DU2045'WALK UP LEFT HAND CANYON, TO RIGHT OF BUTTE, TO THE HEAD
 DU2045'OF THE CANYON AT SADDLE.  THENCE RIGHT, NORTHEAST, UP
 DU2045'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 DU2045'THREE HOUR PACK.
 DU2045'
 DU2045'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2045
 DU2045                          STATION RECOVERY (1946)
 DU2045
 DU2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2045'RECOVERED IN GOOD CONDITION.
 DU2045
 DU2045                          STATION RECOVERY (1965)
 DU2045
 DU2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2045'RECOVERED IN GOOD CONDITION.
 DU2045'
 DU2045'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5949 ***********************************************************************
 DG5949  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5949  DESIGNATION -  FRAZ
 DG5949  PID         -  DG5949
 DG5949  STATE/COUNTY-  AZ/COCONINO
 DG5949  USGS QUAD   -  FRAZIER WELLS (1967)
 DG5949
 DG5949                         *CURRENT SURVEY CONTROL
 DG5949  ___________________________________________________________________
 DG5949* NAD 83(1992)-  35 47 02.10317(N)    113 04 23.18319(W)     ADJUSTED  
 DG5949* NAVD 88     -      1840.29   (meters)    6037.7    (feet)  GPS OBS   
 DG5949  ___________________________________________________________________
 DG5949  X           -  -2,030,668.448 (meters)                     COMP
 DG5949  Y           -  -4,767,034.585 (meters)                     COMP
 DG5949  Z           -   3,709,830.174 (meters)                     COMP
 DG5949  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 DG5949  ELLIP HEIGHT-        1816.06  (meters)          (08/22/05) GPS OBS
 DG5949  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 DG5949
 DG5949  HORZ ORDER  -  A
 DG5949  ELLP ORDER  -  THIRD     CLASS I
 DG5949
 DG5949.The horizontal coordinates were established by GPS observations
 DG5949.and adjusted by the National Geodetic Survey in June 2004..
 DG5949
 DG5949.The orthometric height was determined by GPS observations and a
 DG5949.high-resolution geoid model using precise GPS observation and
 DG5949.processing techniques.
 DG5949
 DG5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5949
 DG5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5949
 DG5949.The ellipsoidal height was determined by GPS observations
 DG5949.and is referenced to NAD 83.
 DG5949
 DG5949.The geoid height was determined by GEOID03.
 DG5949
 DG5949;                    North         East     Units Scale Factor Converg.
 DG5949;SPC AZ C     -   531,156.393   108,815.613   MT  1.00003464   -0 40 34.6
 DG5949;SPC AZ C     - 1,742,639.08    357,006.60   iFT  1.00003464   -0 40 34.6
 DG5949;UTM  12      - 3,961,964.736   312,634.426   MT  1.00003261   -1 12 45.2
 DG5949
 DG5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5949!SPC AZ C     -   0.99971504  x   1.00003464  =   0.99974967
 DG5949!UTM  12      -   0.99971504  x   1.00003261  =   0.99974765
 DG5949
 DG5949                          SUPERSEDED SURVEY CONTROL
 DG5949
 DG5949  ELLIP H (06/28/04) 1816.00   (m)                       GP(       ) 3 2
 DG5949
 DG5949.Superseded values are not recommended for survey control.
 DG5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5949.See file dsdata.txt to determine how the superseded data were derived.
 DG5949
 DG5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1263461965(NAD 83)
 DG5949_MARKER: Z = SEE DESCRIPTION
 DG5949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG5949_SP_SET: SET IN PEDESTAL
 DG5949_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5949+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5949
 DG5949  HISTORY     - Date     Condition        Report By
 DG5949  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5949  HISTORY     - 20050401 GOOD             GRANCN
 DG5949
 DG5949                          STATION DESCRIPTION
 DG5949
 DG5949'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5949'FROM PEACH SPRINGS, AZ, FOLLOW RTE.66 EAST 6.5 MILES TO HUALAPAI ROUTE
 DG5949'18.  TURN LEFT (NORTH) AND FOLLOW FOR 23 MILES TO HUALAPAI ROUTE 10 AT
 DG5949'FRAZIER  WELL, TURN LEFT (WEST) AND PARK BEFORE THE FIRST
 DG5949'INTERSECTION. STATION IS  SOUTHWEST OF THE RTE 18 AND RTE 10
 DG5949'INTERSECTION AND  IS SET ON 5-FOOT  CONCRETE PEDESTAL/ FOUNDATION
 DG5949'RISING 3 FEET FROM GROUND SURFACE IN THE  CENTER OF THE REMAINS OF A
 DG5949'BRICK KILN.
 DG5949' 
 DG5949'STATION IS A 5/8-INCH DIMPLED STAINLESS STEEL PIN, ANCHORED IN
 DG5949'CONCRETE  PEDESTAL.
 DG5949
 DG5949                          STATION RECOVERY (2005)
 DG5949
 DG5949'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0917 ***********************************************************************
 FR0917  DESIGNATION -  FRAZIER
 FR0917  PID         -  FR0917
 FR0917  STATE/COUNTY-  AZ/COCONINO
 FR0917  USGS QUAD   -  FRAZIER WELLS (1967)
 FR0917
 FR0917                         *CURRENT SURVEY CONTROL
 FR0917  ___________________________________________________________________
 FR0917* NAD 83(1992)-  35 49 11.07380(N)    113 01 57.03373(W)     ADJUSTED  
 FR0917* NAVD 88     -      2058.     (meters)    6752.     (feet)  SCALED    
 FR0917  ___________________________________________________________________
 FR0917  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 FR0917  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR0917
 FR0917  HORZ ORDER  -  SECOND
 FR0917
 FR0917.The horizontal coordinates were established by classical geodetic methods
 FR0917.and adjusted by the National Geodetic Survey in August 1993..
 FR0917
 FR0917.The orthometric height was scaled from a topographic map.
 FR0917
 FR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0917
 FR0917.The geoid height was determined by GEOID03.
 FR0917
 FR0917;                    North         East     Units Scale Factor Converg.
 FR0917;SPC AZ C     -   535,088.668   112,531.107   MT  1.00002524   -0 39 11.1
 FR0917;SPC AZ C     - 1,755,540.25    369,196.55   iFT  1.00002524   -0 39 11.1
 FR0917;UTM  12      - 3,965,862.025   316,386.556   MT  1.00001545   -1 11 23.4
 FR0917
 FR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0917!SPC AZ C     -   0.99968087  x   1.00002524  =   0.99970610
 FR0917!UTM  12      -   0.99968087  x   1.00001545  =   0.99969631
 FR0917
 FR0917|---------------------------------------------------------------------|
 FR0917| PID    Reference Object                     Distance      Geod. Az  |
 FR0917|                                                           dddmmss.s |
 FR0917| CH2317 FRAZIER RM 1                         17.734 METERS 01242     |
 FR0917| CH2318 FRAZIER RM 2                         15.434 METERS 08619     |
 FR0917| CH2316 FRAZIER AZ MK                                      3540207.8 |
 FR0917|---------------------------------------------------------------------|
 FR0917
 FR0917                          SUPERSEDED SURVEY CONTROL
 FR0917
 FR0917  NAD 83(1986)-  35 49 11.06553(N)    113 01 57.03018(W) AD(       ) 2
 FR0917  NAD 27      -  35 49 11.10600(N)    113 01 54.31700(W) AD(       ) 2
 FR0917
 FR0917.Superseded values are not recommended for survey control.
 FR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0917.See file dsdata.txt to determine how the superseded data were derived.
 FR0917
 FR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1638765862(NAD 83)
 FR0917_MARKER: DS = TRIANGULATION STATION DISK
 FR0917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0917_SP_SET: METAL PIPE IN CONCRETE
 FR0917
 FR0917  HISTORY     - Date     Condition        Report By
 FR0917  HISTORY     - 1936     MONUMENTED       CGS
 FR0917  HISTORY     - 1965     GOOD             CGS
 FR0917
 FR0917                          STATION DESCRIPTION
 FR0917
 FR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0917'THIS STATION IS ON THE SECOND HIGHEST POINT ON THE BACKBONE
 FR0917'RIDGE WHICH IS ON THE EAST SIDE OF A VALLEY WHICH CONTAINS
 FR0917'FRAZIERS WELL AND NUMEROUS TANKS.  IT IS 3 MILES AIRLINE
 FR0917'NORTHEAST OF FRAZIERS WELL, ABOUT 25 MILES AIRLINE NORTH OF
 FR0917'U.S. HIGHWAY 66, AND ABOUT 12 MILES AIRLINE EAST OF THE HIGH
 FR0917'RIM OF THE COLORADO RIVER.  THERE IS A POINT ON THE RIDGE
 FR0917'SLIGHTLY HIGHER, ABOUT 1/2 MILE SOUTH-SOUTHEAST FROM THE
 FR0917'STATION.
 FR0917'
 FR0917'THE STATION AND BOTH REFERENCE MARKS ARE MARKED BY STANDARD
 FR0917'DISKS SET IN THE TOP OF PIPES WHICH ARE EMBEDDED IN AN IRREGULAR
 FR0917'MASS OF CONCRETE.  THE TOP OF THE CONCRETE IS SLIGHTLY UNDER THE
 FR0917'GROUND SURFACE AND THE DISKS PROJECT ABOUT 8 INCHES ABOVE IT.
 FR0917'THE AZIMUTH MARK, SET IN A SQUARE CONCRETE MONUMENT IS ON THE FIRST
 FR0917'KNOLL NORTH OF THE STATION, ABOUT 0.4 MILE, AND PROJECTS ABOUT 6
 FR0917'INCHES.
 FR0917'
 FR0917'A 20-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0917'
 FR0917'TO REACH THE STATION FROM PEACH SPRINGS, GO EAST ON U.S.
 FR0917'HIGHWAY 66 FOR 13.8 MILES TO HYDE PARK GASOLINE STATION ON THE
 FR0917'LEFT.  CONTINUE ON U.S. HIGHWAY 66 FOR 3.8 MILES TO AN OLD
 FR0917'GRADED ROAD TO THE LEFT THROUGH A WIRE GATE.  TURN LEFT AND
 FR0917'GO NORTH ON THIS ROAD UP THE VALLEY FOR 14.9 MILES TO A SWING
 FR0917'GATE IN THE HUALPAI RESERVATION FENCE.  GO THROUGH THIS GATE
 FR0917'AND CONTINUE ON GRADED ROAD FOR 0.7 MILE TO A POINT WHERE TWO
 FR0917'BRIGHT ROADS LEAD OFF TO THE RIGHT.  TAKE THE EXTREME RIGHT
 FR0917'(MORE SOUTHERLY) OF THE TWO ROADS AND FOLLOW IT FOR 7.0 MILES
 FR0917'TO THE HOUSE AT FRAZIERS WELL.  FROM THE HOUSE, GO EAST
 FR0917'ALONG THE SOUTH SIDE OF THE CORRAL FENCE FOR 0.1 MILE TO A
 FR0917'POINT OPPOSITE A GATE.  HERE TURN RIGHT FOR A SHORT
 FR0917'DISTANCE, THEN KEEP AT TWO SUCCESSIVE FORKS AND GO 0.4 MILE
 FR0917'FROM THE GATE TO ANOTHER FORK.  TAKE THE RIGHT FORK AND
 FR0917'GO 3.3 MILES UP A VALLEY TO ANOTHER FORK.  TAKE THE RIGHT
 FR0917'FORK AGAIN AND GO 0.6 MILE TO A TRIPLE BLAZED CEDAR
 FR0917'TREE ON THE SOUTH SIDE OF THE ROAD.  HERE, TURN RIGHT OFF
 FR0917'THE ROAD AND GO ACROSS COUNTRY UP THE RIDGE TO THE
 FR0917'SOUTHEAST FOR ABOUT 0.65 MILE TO THE STATION.
 FR0917
 FR0917                          STATION RECOVERY (1965)
 FR0917
 FR0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FR0917'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 FR0917'REACH THE STATION FOLLOWS.
 FR0917'
 FR0917'FROM THE POST OFFICE IN PEACH SPRINGS, GO EAST ON U.S. HIGHWAY
 FR0917'66 7.1 MILES TO A SIDE ROAD LEFT AND SIGN FRAZIER WELLS ON THE
 FR0917'RIGHT, TURN LEFT AND GO NORTHEAST ON GRAVELED ROAD FOR 22.85
 FR0917'MILES TO A SIDE ROAD LEFT AND SIGN FRAZIER WELLS ON THE RIGHT,
 FR0917'CONTINUE NORTH 3.0 MILES TO A DIM TRACK ROAD RIGHT AND THE
 FR0917'END OF TRUCK TRAVEL.  PACK EAST TO THE HIGHEST POINT OF
 FR0917'THE HILL AND THE STATION, A 30-MINUTE PACK.
 FR0917'
 FR0917'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8807 ***********************************************************************
 AI8807  DESIGNATION -  FRED ECC REF DIMPLE
 AI8807  PID         -  AI8807
 AI8807  STATE/COUNTY-  AZ/COCONINO
 AI8807  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8807
 AI8807                         *CURRENT SURVEY CONTROL
 AI8807  ___________________________________________________________________
 AI8807* NAD 83(CORS)-  36 59 17.97779(N)    112 29 57.13533(W)     ADJUSTED  
 AI8807* NAVD 88     -      1552.7    (meters)    5094.     (feet)  GPS OBS   
 AI8807  ___________________________________________________________________
 AI8807  EPOCH DATE  -        2002.00
 AI8807  X           -  -1,952,383.541 (meters)                     COMP
 AI8807  Y           -  -4,713,655.986 (meters)                     COMP
 AI8807  Z           -   3,817,279.345 (meters)                     COMP
 AI8807  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AI8807  ELLIP HEIGHT-        1530.51  (meters)          (03/??/02) GPS OBS
 AI8807  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8807
 AI8807  HORZ ORDER  -  A
 AI8807  ELLP ORDER  -  FOURTH    CLASS I
 AI8807
 AI8807.ITRF positions are available for this station.
 AI8807.The horizontal coordinates were established by GPS observations
 AI8807.and adjusted by the National Geodetic Survey in March 2002..
 AI8807.The horizontal coordinates are valid at the epoch date displayed above.
 AI8807.The epoch date for horizontal control is a decimal equivalence
 AI8807.of Year/Month/Day.
 AI8807
 AI8807.The orthometric height was determined by GPS observations and a
 AI8807.high-resolution geoid model.
 AI8807
 AI8807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8807
 AI8807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8807
 AI8807.The ellipsoidal height was determined by GPS observations
 AI8807.and is referenced to NAD 83.
 AI8807
 AI8807.The geoid height was determined by GEOID03.
 AI8807
 AI8807;                    North         East     Units Scale Factor Converg.
 AI8807;SPC AZ C     -   664,333.411   161,504.367   MT  0.99993312   -0 21 01.8
 AI8807;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8807;UTM  12      - 4,094,627.794   366,582.070   MT  0.99981929   -0 54 07.7
 AI8807
 AI8807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8807!SPC AZ C     -   0.99975987  x   0.99993312  =   0.99969301
 AI8807!UTM  12      -   0.99975987  x   0.99981929  =   0.99957920
 AI8807
 AI8807                          SUPERSEDED SURVEY CONTROL
 AI8807
 AI8807  NAD 83(CORS)-  36 59 17.97830(N)    112 29 57.13543(W) AD(1997.00) A
 AI8807  ELLIP H (09/??/01) 1530.51   (m)                       GP(1997.00) 4 1
 AI8807  NAD 83(CORS)-  36 59 17.98705(N)    112 29 57.13534(W) AD(1997.00) A
 AI8807  ELLIP H (12/??/00) 1530.72   (m)                       GP(1997.00) 4 1
 AI8807
 AI8807.Superseded values are not recommended for survey control.
 AI8807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8807.See file dsdata.txt to determine how the superseded data were derived.
 AI8807
 AI8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8807_STAMPING: NONE
 AI8807'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'FRED'
 AI8807'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8807'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8807'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8807'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8807'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8807'
 AI8807' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8805 ***********************************************************************
 AI8805  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8805  DESIGNATION -  FREDONIA CORS ARP
 AI8805  CORS_ID     -  FRED
 AI8805  PID         -  AI8805
 AI8805  STATE/COUNTY-  AZ/COCONINO
 AI8805  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8805
 AI8805                         *CURRENT SURVEY CONTROL
 AI8805  ___________________________________________________________________
 AI8805* NAD 83(CORS)-  36 59 17.97779(N)    112 29 57.13533(W)     ADJUSTED  
 AI8805* NAVD 88     -                                                        
 AI8805  ___________________________________________________________________
 AI8805  EPOCH DATE  -        2002.00
 AI8805  X           -  -1,952,383.581 (meters)                     COMP
 AI8805  Y           -  -4,713,656.082 (meters)                     COMP
 AI8805  Z           -   3,817,279.423 (meters)                     COMP
 AI8805  ELLIP HEIGHT-        1530.64  (meters)          (03/??/02) GPS OBS
 AI8805  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8805
 AI8805  HORZ ORDER  -  SPECIAL (CORS)
 AI8805  ELLP ORDER  -  SPECIAL (CORS)
 AI8805
 AI8805.ITRF positions are available for this station.
 AI8805.The coordinates were established by GPS observations
 AI8805.and adjusted by the National Geodetic Survey in March 2002..
 AI8805.The coordinates are valid at the epoch date displayed above.
 AI8805.The epoch date for horizontal control is a decimal equivalence
 AI8805.of Year/Month/Day.
 AI8805
 AI8805
 AI8805.The PID for the CORS L1 Phase Center is AI8806.
 AI8805
 AI8805.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8805
 AI8805.The ellipsoidal height was determined by GPS observations
 AI8805.and is referenced to NAD 83.
 AI8805
 AI8805.The geoid height was determined by GEOID03.
 AI8805
 AI8805;                    North         East     Units Scale Factor Converg.
 AI8805;SPC AZ C     -   664,333.411   161,504.367   MT  0.99993312   -0 21 01.8
 AI8805;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8805
 AI8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8805!SPC AZ C     -   0.99975985  x   0.99993312  =   0.99969299
 AI8805
 AI8805                          SUPERSEDED SURVEY CONTROL
 AI8805
 AI8805  NAD 83(CORS)-  36 59 17.97830(N)    112 29 57.13543(W) AD(1997.00) c
 AI8805  ELLIP H (09/??/01) 1530.64   (m)                       GP(1997.00) c c
 AI8805  NAD 83(CORS)-  36 59 17.98705(N)    112 29 57.13534(W) AD(1997.00) c
 AI8805  ELLIP H (12/??/00) 1530.85   (m)                       GP(1997.00) c c
 AI8805
 AI8805.Superseded values are not recommended for survey control.
 AI8805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8805.See file dsdata.txt to determine how the superseded data were derived.
 AI8805
 AI8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8805_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8805
 AI8805                          STATION DESCRIPTION
 AI8805
 AI8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI8805'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8805'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8805'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8805'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8805'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8806 ***********************************************************************
 AI8806  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8806  DESIGNATION -  FREDONIA CORS L1 PHASE CENTER
 AI8806  CORS_ID     -  FRED
 AI8806  PID         -  AI8806
 AI8806  STATE/COUNTY-  AZ/COCONINO
 AI8806  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8806
 AI8806                         *CURRENT SURVEY CONTROL
 AI8806  ___________________________________________________________________
 AI8806* NAD 83(CORS)-  36 59 17.97783(N)    112 29 57.13531(W)     ADJUSTED  
 AI8806* NAVD 88     -                                                        
 AI8806  ___________________________________________________________________
 AI8806  EPOCH DATE  -        2002.00
 AI8806  X           -  -1,952,383.614 (meters)                     COMP
 AI8806  Y           -  -4,713,656.162 (meters)                     COMP
 AI8806  Z           -   3,817,279.491 (meters)                     COMP
 AI8806  ELLIP HEIGHT-        1530.75  (meters)          (03/??/02) GPS OBS
 AI8806  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8806
 AI8806  HORZ ORDER  -  SPECIAL (CORS)
 AI8806  ELLP ORDER  -  SPECIAL (CORS)
 AI8806
 AI8806.ITRF positions are available for this station.
 AI8806.The coordinates were established by GPS observations
 AI8806.and adjusted by the National Geodetic Survey in March 2002..
 AI8806.The coordinates are valid at the epoch date displayed above.
 AI8806.The epoch date for horizontal control is a decimal equivalence
 AI8806.of Year/Month/Day.
 AI8806
 AI8806
 AI8806.The PID for the CORS ARP is AI8805.
 AI8806
 AI8806.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8806
 AI8806.The ellipsoidal height was determined by GPS observations
 AI8806.and is referenced to NAD 83.
 AI8806
 AI8806.The geoid height was determined by GEOID03.
 AI8806
 AI8806;                    North         East     Units Scale Factor Converg.
 AI8806;SPC AZ C     -   664,333.413   161,504.367   MT  0.99993312   -0 21 01.8
 AI8806;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8806
 AI8806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8806!SPC AZ C     -   0.99975983  x   0.99993312  =   0.99969297
 AI8806
 AI8806                          SUPERSEDED SURVEY CONTROL
 AI8806
 AI8806  NAD 83(CORS)-  36 59 17.97834(N)    112 29 57.13541(W) AD(1997.00) c
 AI8806  ELLIP H (09/??/01) 1530.75   (m)                       GP(1997.00) c c
 AI8806  NAD 83(CORS)-  36 59 17.98709(N)    112 29 57.13532(W) AD(1997.00) c
 AI8806  ELLIP H (12/??/00) 1530.96   (m)                       GP(1997.00) c c
 AI8806
 AI8806.Superseded values are not recommended for survey control.
 AI8806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8806.See file dsdata.txt to determine how the superseded data were derived.
 AI8806
 AI8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8806_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8806
 AI8806                          STATION DESCRIPTION
 AI8806
 AI8806'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8806'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8806'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8806'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8806'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8806'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0114 ***********************************************************************
 DA0114  DESIGNATION -  FREE
 DA0114  PID         -  DA0114
 DA0114  STATE/COUNTY-  AZ/MARICOPA
 DA0114  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0114
 DA0114                         *CURRENT SURVEY CONTROL
 DA0114  ___________________________________________________________________
 DA0114* NAD 83(1992)-  32 50 51.91151(N)    112 19 21.44156(W)     ADJUSTED  
 DA0114* NAVD 88     -       578.78   (+/-2cm)    1898.9    (feet)  VERTCON   
 DA0114  ___________________________________________________________________
 DA0114  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA0114  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0114
 DA0114  HORZ ORDER  -  FIRST
 DA0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0114
 DA0114.The horizontal coordinates were established by classical geodetic methods
 DA0114.and adjusted by the National Geodetic Survey in August 1993..
 DA0114
 DA0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0114.The vertical order pertains to the NGVD 29 superseded value.
 DA0114
 DA0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0114
 DA0114.The geoid height was determined by GEOID03.
 DA0114
 DA0114;                    North         East     Units Scale Factor Converg.
 DA0114;SPC AZ C     -   204,941.606   175,360.753   MT  0.99991780   -0 13 12.7
 DA0114;SPC AZ C     -   672,380.60    575,330.55   iFT  0.99991780   -0 13 12.7
 DA0114;UTM  12      - 3,635,184.004   376,229.778   MT  0.99978889   -0 43 03.0
 DA0114
 DA0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0114!SPC AZ C     -   0.99991394  x   0.99991780  =   0.99983174
 DA0114!UTM  12      -   0.99991394  x   0.99978889  =   0.99970284
 DA0114
 DA0114|---------------------------------------------------------------------|
 DA0114| PID    Reference Object                     Distance      Geod. Az  |
 DA0114|                                                           dddmmss.s |
 DA0114| CH5187 FREE RM 1                             4.783 METERS 09924     |
 DA0114| CH5188 FREE RM 2                             4.717 METERS 25405     |
 DA0114| DA1459 HORSE                               APPROX. 1.5 KM 2675851.1 |
 DA0114| DA1460 FREE POINT A                         14.302 METERS 30939     |
 DA0114|---------------------------------------------------------------------|
 DA0114
 DA0114                          SUPERSEDED SURVEY CONTROL
 DA0114
 DA0114  NAD 83(1986)-  32 50 51.90219(N)    112 19 21.44398(W) AD(       ) 1
 DA0114  NAD 27      -  32 50 51.73740(N)    112 19 18.92070(W) AD(       ) 1
 DA0114  NGVD 29 (??/??/92)  578.126  (m)         1896.74   (f) ADJ UNCH    2 0
 DA0114
 DA0114.Superseded values are not recommended for survey control.
 DA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0114.See file dsdata.txt to determine how the superseded data were derived.
 DA0114
 DA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7623035184(NAD 83)
 DA0114_MARKER: DS = TRIANGULATION STATION DISK
 DA0114_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DA0114_SP_SET: ROCK UNSPEC
 DA0114_STAMPING: FREE 1960
 DA0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0114
 DA0114  HISTORY     - Date     Condition        Report By
 DA0114  HISTORY     - 1960     MONUMENTED       CGS
 DA0114  HISTORY     - 1960     GOOD             CGS
 DA0114  HISTORY     - 1967     GOOD             AMS
 DA0114  HISTORY     - 1971     GOOD             NGS
 DA0114  HISTORY     - 1971     GOOD             NGS
 DA0114
 DA0114                          STATION DESCRIPTION
 DA0114
 DA0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA0114'THE STATION IS ABOUT 21 MILES WEST OF STANFIELD, 0.25 MILE
 DA0114'SOUTHWEST OF THE FREEMAN ROAD EXIT, 0.1 MILE SOUTHEAST OF
 DA0114'HIGHWAY MILE POST NO. 144 AND ABOUT 135 METERS SOUTH OF
 DA0114'THE SOUTH RIGHT-OF-WAY FENCE ON A ROCKY KNOLL.
 DA0114'
 DA0114'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA0114'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 20.6
 DA0114'MILES TO THE FREEMAN ROAD EXIT, CONTINUE WEST ON INTERSTATE
 DA0114'HIGHWAY 8 FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM
 DA0114'HERE PACK ACROSS THE RIGHT-OF-WAY FENCE AND PACK SOUTH FOR
 DA0114'ABOUT 135 METERS TO THE SUMMIT OF THE KNOLL AND THE STATION.
 DA0114'
 DA0114'THE STATION MARK, STAMPED FREE 1960, IS A STANDARD DISK CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.
 DA0114'
 DA0114'REFERENCE MARK NO. 1, STAMPED FREE NO 1 1960, IS A STANDARD
 DA0114'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 DA0114'FEET.
 DA0114'
 DA0114'REFERENCE MARK NO. 2, STAMPED FREE NO 2 1960, IS A STANDARD
 DA0114'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DA0114'2-1/2 FEET.
 DA0114'
 DA0114'INTERSECTION STATION STAR (USGS) WAS USED FOR THE AZIMUTH MARK.
 DA0114
 DA0114                          STATION RECOVERY (1960)
 DA0114
 DA0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0114'21 MI W FROM STANFIELD.
 DA0114'20.3 MILES WEST OF THE POST OFFICE AT STANFIELD ON INTERSTATE HIGHWAY
 DA0114'8, ABOUT 440 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 DA0114'LANE OF THE HIGHWAY, SET IN A DRILL-HOLE IN ROCK.
 DA0114
 DA0114                          STATION RECOVERY (1967)
 DA0114
 DA0114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA0114'RECOVERED AS DESCRIBED
 DA0114'
 DA0114'DESCRIPTION IS ADEQUATE
 DA0114'
 DA0114'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 DA0114'
 DA0114'LISTED DIST R.M. NO 1 = 4.773 METERS
 DA0114'
 DA0114'R.M. NO 2 = 4.684 METERS
 DA0114'
 DA0114'CHECK DIST R.M. NO 1 = 4.778 METERS HOR.
 DA0114'
 DA0114'R.M. NO 2 = 4.680 METERS HOR.
 DA0114
 DA0114                          STATION RECOVERY (1971)
 DA0114
 DA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0114'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DA0114'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  GREATER DISTANCE OF
 DA0114'0.010 METER TO REFERENCE MARK 1 AND 0.034 METER TO REFERENCE MARK 2
 DA0114'WERE NOTED AND VERIFIED AT THIS TIME.  A LARGER ANGLE OF 8 MINUTES
 DA0114'AND 47 SECONDS FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS ALSO
 DA0114'NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0114'
 DA0114'THE STATION IS LOCATED ABOUT 24 MILES EAST OF GILA BEND, 21 MILES
 DA0114'WEST OF STANFIELD, ON A LOW ROCKY HILL ON THE SOUTH SIDE OF
 DA0114'INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U. S. GOVERNMENT,
 DA0114'CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED BY MR.
 DA0114'MARION GETZWILLER, BOX 127, CASA GRANDE, ARIZONA.
 DA0114'
 DA0114'TO REACH THE STATION FROM THE FREEMAN ROAD EXIT ON INTERSTATE HIGHWAY
 DA0114'8 ABOUT 24 MILES EAST OF GILA BEND GO SOUTH ON FREEMAN ROAD FOR 0.3
 DA0114'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON THE SURFACED
 DA0114'ROAD FOR 0.4 MILE TO A DIM TRACK ROAD RIGHT AT A POLE LINE.  TURN
 DA0114'RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.2 MILE TO THE TOP
 DA0114'OF A LOW ROCKY HILL AND THE STATION OVER LOOKING INTERSTATE HIGHWAY
 DA0114'8.
 DA0114'
 DA0114'THE STATION MARK IS A STANDARD DISK STAMPED FREE 1960, CEMENTED IN A
 DA0114'DRILL HOLE IN A BOULDER.  IT IS ON THE HIGHEST POINT OF THE HILL.
 DA0114'
 DA0114'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREE NO 1 1960, CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.  IT IS ON THE EAST EDGE OF THE HILL.
 DA0114'
 DA0114'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREE NO 2 1960, CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.  IT IS ON THE WEST EDGE OF THE HILL.
 DA0114'
 DA0114'TRIANGULATION STATION HORSE 1971 CAN BE USED FOR AN AZIMUTH MARK,
 DA0114'SEE THE DESCRIPTION THERE OF.
 DA0114'
 DA0114'THE GEODIMETER DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA0114'
 DA0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES WEST
 DA0114'OF STANFIELD.
 DA0114
 DA0114                          STATION RECOVERY (1971)
 DA0114
 DA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1685 ***********************************************************************
 DV1685  DESIGNATION -  FREE
 DV1685  PID         -  DV1685
 DV1685  STATE/COUNTY-  AZ/MARICOPA
 DV1685  USGS QUAD   -  TOLLESON (1982)
 DV1685
 DV1685                         *CURRENT SURVEY CONTROL
 DV1685  ___________________________________________________________________
 DV1685* NAD 83(1992)-  33 27 41.63686(N)    112 16 19.88607(W)     ADJUSTED  
 DV1685* NAVD 88     -       317.703  (meters)    1042.33   (feet)  ADJUSTED  
 DV1685  ___________________________________________________________________
 DV1685  X           -  -2,018,842.032 (meters)                     COMP
 DV1685  Y           -  -4,929,258.890 (meters)                     COMP
 DV1685  Z           -   3,496,937.181 (meters)                     COMP
 DV1685  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DV1685  ELLIP HEIGHT-         287.31  (meters)          (06/11/02) GPS OBS
 DV1685  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1685  DYNAMIC HT  -         317.331 (meters)    1041.11  (feet)  COMP
 DV1685  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1685
 DV1685  HORZ ORDER  -  FIRST
 DV1685  VERT ORDER  -  SECOND    CLASS I
 DV1685  ELLP ORDER  -  FOURTH    CLASS II
 DV1685
 DV1685.The horizontal coordinates were established by GPS observations
 DV1685.and adjusted by the National Geodetic Survey in August 1993..
 DV1685
 DV1685.The orthometric height was determined by differential leveling
 DV1685.and adjusted by the National Geodetic Survey in November 1993..
 DV1685
 DV1685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1685
 DV1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1685
 DV1685.The ellipsoidal height was determined by GPS observations
 DV1685.and is referenced to NAD 83.
 DV1685
 DV1685.The geoid height was determined by GEOID03.
 DV1685
 DV1685.The dynamic height is computed by dividing the NAVD 88
 DV1685.geopotential number by the normal gravity value computed on the
 DV1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1685.degrees latitude (g = 980.6199 gals.).
 DV1685
 DV1685.The modeled gravity was interpolated from observed gravity values.
 DV1685
 DV1685;                    North         East     Units Scale Factor Converg.
 DV1685;SPC AZ C     -   272,994.561   180,312.443   MT  0.99991346   -0 11 45.7
 DV1685;SPC AZ C     -   895,651.45    591,576.26   iFT  0.99991346   -0 11 45.7
 DV1685;UTM  12      - 3,703,181.835   381,776.068   MT  0.99977232   -0 42 05.5
 DV1685
 DV1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1685!SPC AZ C     -   0.99995490  x   0.99991346  =   0.99986836
 DV1685!UTM  12      -   0.99995490  x   0.99977232  =   0.99972723
 DV1685
 DV1685:                Primary Azimuth Mark                     Grid Az
 DV1685:SPC AZ C     -  TT ZW 9                                  198 51 29.0
 DV1685:UTM  12      -  TT ZW 9                                  199 21 48.8
 DV1685
 DV1685|---------------------------------------------------------------------|
 DV1685| PID    Reference Object                     Distance      Geod. Az  |
 DV1685|                                                           dddmmss.s |
 DV1685| DV2123 TT ZW 9                             APPROX. 9.9 KM 1983943.3 |
 DV1685| DV1686 FREE RM 1                             7.893 METERS 21146     |
 DV1685| DV1687 FREE RM 2                             9.784 METERS 33857     |
 DV1685|---------------------------------------------------------------------|
 DV1685
 DV1685                          SUPERSEDED SURVEY CONTROL
 DV1685
 DV1685  ELLIP H (08/23/93)  287.44   (m)                       GP(       ) 4 2
 DV1685  NAD 83(1986)-  33 27 41.63098(N)    112 16 19.89172(W) AD(       ) 1
 DV1685  NGVD 29 (11/30/89)  317.12   (m)         1040.4    (f) LEVELING    3  
 DV1685
 DV1685.Superseded values are not recommended for survey control.
 DV1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1685.See file dsdata.txt to determine how the superseded data were derived.
 DV1685
 DV1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177603182(NAD 83)
 DV1685_MARKER: DS = TRIANGULATION STATION DISK
 DV1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1685_SP_SET: CONCRETE MONUMENT
 DV1685_STAMPING: FREE
 DV1685_MARK LOGO: AZDT  
 DV1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1685+STABILITY: SURFACE MOTION
 DV1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1685+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1685
 DV1685  HISTORY     - Date     Condition        Report By
 DV1685  HISTORY     - 1982     MONUMENTED       AZDT
 DV1685  HISTORY     - 1982     GOOD             AZDT
 DV1685  HISTORY     - 1986     GOOD             AZDT
 DV1685  HISTORY     - 19960217 GOOD             USPSQD
 DV1685  HISTORY     - 20060324 GOOD             USPSQD
 DV1685
 DV1685                          STATION DESCRIPTION
 DV1685
 DV1685'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1685'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 10 AND 99TH AVENUE
 DV1685'TRAFFIC INTERCHANGE IN WESTERN PHOENIX.
 DV1685'
 DV1685'THE STATION MARK IS AN AZDT DISK STAMPED---FREE 1982---.  IT IS SET IN
 DV1685'THE TOP OF A 10 INCH CONCRETE MONUMENT IN THE MEDIAN AT THE EAST END
 DV1685'OF THE 99 AVENUE OVERPASS.  IT IS 36 FEET NORTH OF THE CENTER LINE OF
 DV1685'THE EAST BOUND LANE, 7.5 FEET WEST OF THE CHAIN LINK BARRIER FENCE AND
 DV1685'4 FEET WEST OF THE WITNESS POST AND SIGN.
 DV1685'
 DV1685'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FREE RM 1 1982---.  IT IS
 DV1685'SET WITH EPOXY TO THE CONCRETE DADOS.
 DV1685'
 DV1685'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FREE RM 2 1982---.  IT IS
 DV1685'SET WITH EPOXY TO THE CONCRETE DADOS.
 DV1685'
 DV1685'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND MCDOWELL ROAD
 DV1685'TRAFFIC INTERCHANGE IN PHOENIX TRAVEL WEST ALONG MCDOWELL ROAD FOR 9.3
 DV1685'MILES TO 99TH AVENUE.  TURN LEFT ALONG 99TH AVENUE FOR 0.25 MILE TO
 DV1685'THE INTERSTATE HIGHWAY 10 OVERPASS AND THE STATION ON THE LEFT.
 DV1685
 DV1685                          STATION RECOVERY (1982)
 DV1685
 DV1685'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1685'IN TOLLESON.
 DV1685'IN TOLLESON, THE STATION IS IN THE MEDIAN AT THE EAST END OF THE
 DV1685'INTERSTATE 10 OVERPASS AT 99TH AVENUE, 7.5 FT (2.29 METERS) WEST OF A
 DV1685'CHAIN LINK BARRIER FENCE, A STANDARD AZDT ALUMINIUM CAP SET IN A
 DV1685'COCRETE POST.
 DV1685
 DV1685                          STATION RECOVERY (1986)
 DV1685
 DV1685'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1685'THE STATION WAS RECOVERED AT THIS DATE.
 DV1685'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1685'DESCRIPTION WAS ADEQUATE.
 DV1685
 DV1685                          STATION RECOVERY (1996)
 DV1685
 DV1685'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1685'RECOVERED IN GOOD CONDITION.
 DV1685
 DV1685                          STATION RECOVERY (2006)
 DV1685
 DV1685'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1686 ***********************************************************************
 DV1686  DESIGNATION -  FREE RM 1
 DV1686  PID         -  DV1686
 DV1686  STATE/COUNTY-  AZ/MARICOPA
 DV1686  USGS QUAD   -  TOLLESON (1982)
 DV1686
 DV1686                         *CURRENT SURVEY CONTROL
 DV1686  ___________________________________________________________________
 DV1686* NAD 83(1992)-  33 27 41.41904(N)    112 16 20.04700(W)     ADJUSTED  
 DV1686* NAVD 88     -       318.850  (meters)    1046.09   (feet)  ADJUSTED  
 DV1686  ___________________________________________________________________
 DV1686  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DV1686  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1686  DYNAMIC HT  -         318.476 (meters)    1044.87  (feet)  COMP
 DV1686  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1686
 DV1686  HORZ ORDER  -  SECOND
 DV1686  VERT ORDER  -  SECOND    CLASS I
 DV1686
 DV1686.The horizontal coordinates were established by classical geodetic methods
 DV1686.and adjusted by the National Geodetic Survey in August 1993..
 DV1686.No horizontal observational check was made to the station.
 DV1686
 DV1686.The orthometric height was determined by differential leveling
 DV1686.and adjusted by the National Geodetic Survey in November 1993..
 DV1686
 DV1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1686
 DV1686.The geoid height was determined by GEOID03.
 DV1686
 DV1686.The dynamic height is computed by dividing the NAVD 88
 DV1686.geopotential number by the normal gravity value computed on the
 DV1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1686.degrees latitude (g = 980.6199 gals.).
 DV1686
 DV1686.The modeled gravity was interpolated from observed gravity values.
 DV1686
 DV1686;                    North         East     Units Scale Factor Converg.
 DV1686;SPC AZ C     -   272,987.865   180,308.265   MT  0.99991346   -0 11 45.8
 DV1686;SPC AZ C     -   895,629.48    591,562.55   iFT  0.99991346   -0 11 45.8
 DV1686;UTM  12      - 3,703,175.177   381,771.832   MT  0.99977233   -0 42 05.6
 DV1686
 DV1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1686!SPC AZ C     -   0.99995470  x   0.99991346  =   0.99986817
 DV1686!UTM  12      -   0.99995470  x   0.99977233  =   0.99972704
 DV1686
 DV1686                          SUPERSEDED SURVEY CONTROL
 DV1686
 DV1686  NAD 83(1986)-  33 27 41.41316(N)    112 16 20.05266(W) AD(       ) 2
 DV1686  NGVD 29 (11/30/89)  318.3    (m)         1044.     (f) LEVELING    3  
 DV1686
 DV1686.Superseded values are not recommended for survey control.
 DV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1686.See file dsdata.txt to determine how the superseded data were derived.
 DV1686
 DV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177203175(NAD 83)
 DV1686_MARKER: DR = REFERENCE MARK DISK
 DV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1686_SP_SET: CONCRETE MOUMENT
 DV1686_STAMPING: FREE RM 1
 DV1686_MARK LOGO: AZDT  
 DV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1686+STABILITY: SURFACE MOTION
 DV1686
 DV1686  HISTORY     - Date     Condition        Report By
 DV1686  HISTORY     - 1982     MONUMENTED       AZDT
 DV1686  HISTORY     - 19960217 GOOD             USPSQD
 DV1686
 DV1686                          STATION DESCRIPTION
 DV1686
 DV1686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1686'IN TOLLESON.
 DV1686'IN TOLLESON, THE STATION IS 25.89 FT (7.89 METERS) SOUTH-SOUTHWEST OF
 DV1686'THE NORTHEAST DADO OF THE INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1686'STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1686
 DV1686                          STATION RECOVERY (1996)
 DV1686
 DV1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1687 ***********************************************************************
 DV1687  DESIGNATION -  FREE RM 2
 DV1687  PID         -  DV1687
 DV1687  STATE/COUNTY-  AZ/MARICOPA
 DV1687  USGS QUAD   -  TOLLESON (1982)
 DV1687
 DV1687                         *CURRENT SURVEY CONTROL
 DV1687  ___________________________________________________________________
 DV1687* NAD 83(1992)-  33 27 41.93321(N)    112 16 20.02220(W)     ADJUSTED  
 DV1687* NAVD 88     -       318.825  (meters)    1046.01   (feet)  ADJUSTED  
 DV1687  ___________________________________________________________________
 DV1687  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DV1687  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1687  DYNAMIC HT  -         318.451 (meters)    1044.78  (feet)  COMP
 DV1687  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1687
 DV1687  HORZ ORDER  -  SECOND
 DV1687  VERT ORDER  -  SECOND    CLASS I
 DV1687
 DV1687.The horizontal coordinates were established by classical geodetic methods
 DV1687.and adjusted by the National Geodetic Survey in August 1993..
 DV1687.No horizontal observational check was made to the station.
 DV1687
 DV1687.The orthometric height was determined by differential leveling
 DV1687.and adjusted by the National Geodetic Survey in November 1993..
 DV1687
 DV1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1687
 DV1687.The geoid height was determined by GEOID03.
 DV1687
 DV1687.The dynamic height is computed by dividing the NAVD 88
 DV1687.geopotential number by the normal gravity value computed on the
 DV1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1687.degrees latitude (g = 980.6199 gals.).
 DV1687
 DV1687.The modeled gravity was interpolated from observed gravity values.
 DV1687
 DV1687;                    North         East     Units Scale Factor Converg.
 DV1687;SPC AZ C     -   273,003.702   180,308.960   MT  0.99991346   -0 11 45.8
 DV1687;SPC AZ C     -   895,681.44    591,564.83   iFT  0.99991346   -0 11 45.8
 DV1687;UTM  12      - 3,703,191.006   381,772.666   MT  0.99977233   -0 42 05.6
 DV1687
 DV1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1687!SPC AZ C     -   0.99995471  x   0.99991346  =   0.99986817
 DV1687!UTM  12      -   0.99995471  x   0.99977233  =   0.99972705
 DV1687
 DV1687                          SUPERSEDED SURVEY CONTROL
 DV1687
 DV1687  NAD 83(1986)-  33 27 41.92733(N)    112 16 20.02785(W) AD(       ) 2
 DV1687  NGVD 29 (11/30/89)  318.2    (m)         1044.     (f) LEVELING    3  
 DV1687
 DV1687.Superseded values are not recommended for survey control.
 DV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1687.See file dsdata.txt to determine how the superseded data were derived.
 DV1687
 DV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177303191(NAD 83)
 DV1687_MARKER: DR = REFERENCE MARK DISK
 DV1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1687_SP_SET: CONCRETE MONUMENT
 DV1687_STAMPING: FREE RM 2
 DV1687_MARK LOGO: AZDT  
 DV1687_PROJECTION: FLUSH
 DV1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1687+STABILITY: SURFACE MOTION
 DV1687
 DV1687  HISTORY     - Date     Condition        Report By
 DV1687  HISTORY     - 1982     MONUMENTED       AZDT
 DV1687  HISTORY     - 19960217 GOOD             USPSQD
 DV1687
 DV1687                          STATION DESCRIPTION
 DV1687
 DV1687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1687'IN TOLLESON.
 DV1687'IN TOLLESON, NEAR THE JUNCTION OF INTERSTATE 10 OVERPASS AND 99TH
 DV1687'AVENUE.
 DV1687
 DV1687                          STATION RECOVERY (1996)
 DV1687
 DV1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1905 ***********************************************************************
 CZ1905  DESIGNATION -  FREEMAN
 CZ1905  PID         -  CZ1905
 CZ1905  STATE/COUNTY-  AZ/PINAL
 CZ1905  USGS QUAD   -  NINETYSIX HILLS SE (1993)
 CZ1905
 CZ1905                         *CURRENT SURVEY CONTROL
 CZ1905  ___________________________________________________________________
 CZ1905* NAD 83(1992)-  32 47 28.65890(N)    111 00 08.47990(W)     ADJUSTED  
 CZ1905* NAVD 88     -      1170.     (meters)    3839.     (feet)  SCALED    
 CZ1905  ___________________________________________________________________
 CZ1905  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 CZ1905  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CZ1905
 CZ1905  HORZ ORDER  -  THIRD
 CZ1905
 CZ1905.The horizontal coordinates were established by classical geodetic methods
 CZ1905.and adjusted by the National Geodetic Survey in August 1993..
 CZ1905
 CZ1905.The orthometric height was scaled from a topographic map.
 CZ1905
 CZ1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1905
 CZ1905.The geoid height was determined by GEOID03.
 CZ1905
 CZ1905;                    North         East     Units Scale Factor Converg.
 CZ1905;SPC AZ C     -   198,977.916   298,998.868   MT  0.99999040   +0 29 42.7
 CZ1905;SPC AZ C     -   652,814.69    980,967.41   iFT  0.99999040   +0 29 42.7
 CZ1905;UTM  12      - 3,628,150.182   499,779.440   MT  0.99960000   -0 00 04.6
 CZ1905
 CZ1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1905!SPC AZ C     -   0.99982085  x   0.99999040  =   0.99981125
 CZ1905!UTM  12      -   0.99982085  x   0.99960000  =   0.99942092
 CZ1905
 CZ1905|---------------------------------------------------------------------|
 CZ1905| PID    Reference Object                     Distance      Geod. Az  |
 CZ1905|                                                           dddmmss.s |
 CZ1905| CH5190 FREEMAN RM 1                         11.600 METERS 08805     |
 CZ1905| CH5189 FREEMAN AZ MK                                      1391411.9 |
 CZ1905| CH5191 FREEMAN RM 2                          3.720 METERS 16921     |
 CZ1905|---------------------------------------------------------------------|
 CZ1905
 CZ1905                          SUPERSEDED SURVEY CONTROL
 CZ1905
 CZ1905  NAD 83(1986)-  32 47 28.65365(N)    111 00 08.47763(W) AD(       ) 3
 CZ1905  NAD 27      -  32 47 28.40460(N)    111 00 06.09190(W) AD(       ) 3
 CZ1905
 CZ1905.Superseded values are not recommended for survey control.
 CZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1905.See file dsdata.txt to determine how the superseded data were derived.
 CZ1905
 CZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9977928150(NAD 83)
 CZ1905_MARKER: DS = TRIANGULATION STATION DISK
 CZ1905_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1905
 CZ1905  HISTORY     - Date     Condition        Report By
 CZ1905  HISTORY     - 1936     MONUMENTED       CGS
 CZ1905
 CZ1905                          STATION DESCRIPTION
 CZ1905
 CZ1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1905'ON THE NORTH END AND HIGHEST POINT OF A LOW NORTH-SOUTH RIDGE
 CZ1905'(RIDGE ABOUT THREE-FOURTH MILE IN LENGTH AND BROKEN BY THREE
 CZ1905'CAMEL HUMPS TO SOUTH OF STATION), IN SEC. 28, T. 7 S., R.
 CZ1905'13 E., APPROXIMATELY 3 MILES WEST-NORTHWEST N 79 DEG W.
 CZ1905'FROM THE HIGHEST PEAK OF THE BLACK MOUNTAINS.  0.5 MILE
 CZ1905'NORTHWEST OF TRACK ROAD TO GOLD MINE.  0.3 MILE NORTHWEST OF
 CZ1905'GENERAL LAND OFFICE PIPE MARKING THE CORNER OF SECS. 27, 28,
 CZ1905'33, AND 34.  APPROXIMATELY 33 MILES NORTH OF TUCSON.  MARKED BY
 CZ1905'A STANDARD BRONZE DISK.  REFERENCE
 CZ1905'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1905'IS 11.600 METERS (38.06 FEET) FROM STATION.
 CZ1905'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1905'REFERENCE DISK IS 3.720 METERS (12.20 FEET)
 CZ1905'FROM STATION.  THE AZIMUTH MARK,
 CZ1905'A STANDARD BRONZE DISK, IS ABOUT 30 FEET EAST OF
 CZ1905'TRACK ROAD, 0.2 MILE SOUTH OF MINE AND 50 FEET WEST OF
 CZ1905'DRY CREEK BED.  MARK SET IN OUTCROPPING ROCK VERY NEAR A
 CZ1905'GROUP OF LARGE BOULDERS AND 0.5 MILE FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1253 ***********************************************************************
 CY1253  DESIGNATION -  FREEMAN
 CY1253  PID         -  CY1253
 CY1253  STATE/COUNTY-  AZ/GRAHAM
 CY1253  USGS QUAD   -  SAFFORD (1985)
 CY1253
 CY1253                         *CURRENT SURVEY CONTROL
 CY1253  ___________________________________________________________________
 CY1253* NAD 83(1992)-  32 49 22.47610(N)    109 44 39.46160(W)     ADJUSTED  
 CY1253* NAVD 88     -       920.9    (meters)    3021.     (feet)  VERTCON   
 CY1253  ___________________________________________________________________
 CY1253  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CY1253  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1253
 CY1253  HORZ ORDER  -  SECOND
 CY1253
 CY1253.The horizontal coordinates were established by classical geodetic methods
 CY1253.and adjusted by the National Geodetic Survey in August 1993..
 CY1253
 CY1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1253
 CY1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1253
 CY1253.The geoid height was determined by GEOID03.
 CY1253
 CY1253;                    North         East     Units Scale Factor Converg.
 CY1253;SPC AZ E     -   202,192.730   252,906.859   MT  0.99991928   +0 13 44.2
 CY1253;SPC AZ E     -   663,361.98    829,746.91   iFT  0.99991928   +0 13 44.2
 CY1253;UTM  12      - 3,632,353.243   617,540.428   MT  0.99977035   +0 40 50.6
 CY1253
 CY1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1253!SPC AZ E     -   0.99985968  x   0.99991928  =   0.99977897
 CY1253!UTM  12      -   0.99985968  x   0.99977035  =   0.99963006
 CY1253
 CY1253:                Primary Azimuth Mark                     Grid Az
 CY1253:SPC AZ E     -  FREEMAN AZ MK                            027 12 00.8
 CY1253:UTM  12      -  FREEMAN AZ MK                            026 44 54.4
 CY1253
 CY1253|---------------------------------------------------------------------|
 CY1253| PID    Reference Object                     Distance      Geod. Az  |
 CY1253|                                                           dddmmss.s |
 CY1253| CS6055 FREEMAN AZ MK                                      0272545.0 |
 CY1253| CS6056 FREEMAN RM 1                         10.052 METERS 15145     |
 CY1253| CS6057 FREEMAN RM 2                         10.028 METERS 23253     |
 CY1253|---------------------------------------------------------------------|
 CY1253
 CY1253                          SUPERSEDED SURVEY CONTROL
 CY1253
 CY1253  NAD 83(1986)-  32 49 22.46838(N)    109 44 39.45876(W) AD(       ) 2
 CY1253  NGVD 29 (06/21/91)  920.2    (m)         3019.     (f) VERT ANG       
 CY1253
 CY1253.Superseded values are not recommended for survey control.
 CY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1253.See file dsdata.txt to determine how the superseded data were derived.
 CY1253
 CY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1754032353(NAD 83)
 CY1253_MARKER: DS = TRIANGULATION STATION DISK
 CY1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1253+STABILITY: SURFACE MOTION
 CY1253
 CY1253  HISTORY     - Date     Condition        Report By
 CY1253  HISTORY     - 1984     MONUMENTED       AZDT
 CY1253
 CY1253                          STATION DESCRIPTION
 CY1253
 CY1253'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 CY1253'THE STATION IS LOCATED 1-1/2 MILES WEST OF DOWNTOWN SAFFORD, 1 MILE
 CY1253'SOUTH OF U.S. HIGHWAY 70 AND ON TOP OF A SMALL HILL BY A CITY WATER
 CY1253'TANK.
 CY1253'
 CY1253'THE STATION MARK IS AN AZDT DISK STAMPED---FREEMAN 1984---.  IT IS SET
 CY1253'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 19 FEET NORTHWEST OF THE
 CY1253'WATER TANK AND 3 FEET NORTH OF THE WITNESS POST.
 CY1253'
 CY1253'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FREEMAN RM 1 1984---.  IT
 CY1253'IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WATER TANK ALONG
 CY1253'THE NORTH EDGE OF THE BASE.
 CY1253'
 CY1253'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FREEMAN RM 2 1984---.  IT
 CY1253'IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WATER TANK ALONG
 CY1253'THE WEST EDGE OF THE BASE.
 CY1253'
 CY1253'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---FREEMAN AZIMUTH 1984---. IT
 CY1253'IS SET IN A DRILL HOLE IN A CONCRETE HEADWALL OF A RECESSED DRAIN
 CY1253'ALONG U.S. HIGHWAY 70 AT MILE POST 337.8.
 CY1253'
 CY1253'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL SOUTH
 CY1253'ALONG FIFTH AVENUE FOR 0.2 MILE TO EIGHTH STREET.  TURN RIGHT AND
 CY1253'TRAVEL WEST ALONG EIGHTH STREET FOR 2.15 MILES TO A CROSS ROAD.  TURN
 CY1253'LEFT AND TRAVEL SOUTH ALONG FIRST AVENUE 0.7 MILE TO THE TOP OF A
 CY1253'SMALL RISE AND A TRACK ROAD ON THE LEFT.  TURN LEFT AND TRAVEL EAST
 CY1253'FOR 0.35 MILE TO A ROAD ON THE LEFT WHICH LEADS UP THE HILL TO THE
 CY1253'WATER TANK AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0786 ***********************************************************************
 DT0786  DESIGNATION -  FREEZOUT
 DT0786  PID         -  DT0786
 DT0786  STATE/COUNTY-  AZ/GRAHAM
 DT0786  USGS QUAD   -  NATANES MTS NE (1967)
 DT0786
 DT0786                         *CURRENT SURVEY CONTROL
 DT0786  ___________________________________________________________________
 DT0786* NAD 83(1992)-  33 28 35.70339(N)    109 45 23.20827(W)     ADJUSTED  
 DT0786* NAVD 88     -      1858.90   (+/-2cm)    6098.7    (feet)  VERTCON   
 DT0786  ___________________________________________________________________
 DT0786  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DT0786  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 DT0786
 DT0786  HORZ ORDER  -  THIRD
 DT0786  VERT ORDER  -  THIRD ? (See Below)
 DT0786
 DT0786.The horizontal coordinates were established by classical geodetic methods
 DT0786.and adjusted by the National Geodetic Survey in August 1993..
 DT0786
 DT0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0786.The vertical order pertains to the NGVD 29 superseded value.
 DT0786
 DT0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0786
 DT0786.The geoid height was determined by GEOID03.
 DT0786
 DT0786;                    North         East     Units Scale Factor Converg.
 DT0786;SPC AZ E     -   274,678.886   251,485.254   MT  0.99991791   +0 13 34.6
 DT0786;SPC AZ E     -   901,177.45    825,082.85   iFT  0.99991791   +0 13 34.6
 DT0786;UTM  12      - 3,704,814.844   615,542.580   MT  0.99976459   +0 41 09.7
 DT0786
 DT0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0786!SPC AZ E     -   0.99971208  x   0.99991791  =   0.99963002
 DT0786!UTM  12      -   0.99971208  x   0.99976459  =   0.99947674
 DT0786
 DT0786:                Primary Azimuth Mark                     Grid Az
 DT0786:SPC AZ E     -  FREEZOUT AZ MK                           090 53 23.7
 DT0786:UTM  12      -  FREEZOUT AZ MK                           090 25 48.6
 DT0786
 DT0786|---------------------------------------------------------------------|
 DT0786| PID    Reference Object                     Distance      Geod. Az  |
 DT0786|                                                           dddmmss.s |
 DT0786| CD2915 FREEZOUT AZ MK                                     0910658.3 |
 DT0786| CD2916 FREEZOUT RM 1                        12.962 METERS 10108     |
 DT0786| CD2917 FREEZOUT RM 2                         9.257 METERS 35515     |
 DT0786|---------------------------------------------------------------------|
 DT0786
 DT0786                          SUPERSEDED SURVEY CONTROL
 DT0786
 DT0786  NAD 83(1986)-  33 28 35.69963(N)    109 45 23.21074(W) AD(       ) 3
 DT0786  NAD 27      -  33 28 35.50400(N)    109 45 20.88840(W) AD(       ) 3
 DT0786  NGVD 29 (07/19/86) 1858.11   (m)         6096.1    (f) LEVELING    3  
 DT0786
 DT0786.Superseded values are not recommended for survey control.
 DT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0786.See file dsdata.txt to determine how the superseded data were derived.
 DT0786
 DT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1554304815(NAD 83)
 DT0786_MARKER: DS = TRIANGULATION STATION DISK
 DT0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0786
 DT0786  HISTORY     - Date     Condition        Report By
 DT0786  HISTORY     - 1960     MONUMENTED       CGS
 DT0786  HISTORY     - 1968     GOOD             CGS
 DT0786  HISTORY     - 1972     GOOD             AZHD
 DT0786
 DT0786                          STATION DESCRIPTION
 DT0786
 DT0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0786'THE STATION IS LOCATED ABOUT 42 MILES EAST NORTHEAST OF SAN
 DT0786'CARLOS, 40 MILES NORTHWEST OF CLIFTON, 7.5 MILES NORTH OF THE
 DT0786'POINT OF PINES CAMP AND ABOUT 0.25 MILE SOUTHWEST OF A PUMPING
 DT0786'STATION.  ON THE HIGHEST POINT OF A GRASSY HILL.
 DT0786'
 DT0786'TO REACH THE STATION FROM THE POST OFFICE AND HIGGINS TRADING
 DT0786'POST IN SAN CARLOS, GO SOUTH ON THE MACADAM ROAD FOR 1.65 MILES
 DT0786'TO A SIDE ROAD LEFT, TURN LEFT, EAST, ACROSS RAILROAD TRACKS
 DT0786'AND GO 0.4 MILE TO A Y FORK, KEEP LEFT ON GRADED ROAD, GO 7.7
 DT0786'MILES TO A CATTLE GUARD, CONTINUE EAST ON THE GRADED ROAD FOR
 DT0786'10.1 MILES TO A Y FORK AND SIGN POINT OF PINES, KEEP LEFT AS
 DT0786'PER SIGN, CONTINUE ON GRADED ROAD FOR 9.1 MILES TO A SIGN POINT
 DT0786'OF PINES AND A SIDE ROAD LEFT, CONTINUE NORTHEAST ON THE
 DT0786'GRADED ROAD FOR 8.6 MILES TO A FORK AND SIGN POINT OF PINES,
 DT0786'KEEP RIGHT, CONTINUE EASTERLY ON THE GRADED ROAD FOR 12 MILES
 DT0786'TO A SIGN POLE CORRAL AND A SMALL HOUSE ON THE RIGHT,
 DT0786'CONTINUE EAST FOR 12.5 MILES TO A SIGN CLOVER CAMP AND A
 DT0786'HOUSE AND WINDMILL ON THE RIGHT, CONTINUE EAST FOR 10
 DT0786'MILES TO A REVERSE Y FORK.  THIS IS 0.4 MILE BEFORE REACHING
 DT0786'A CATTLE GUARD AT THE POINT OF PINES CAMP.  AT THE REVERSE Y
 DT0786'FORK TURN SHARP LEFT AND GO NORTHEAST FOR 2.4 MILES TO A Y
 DT0786'FORK, KEEP THE LEFT FORK, NORTH, FOR 5.1 MILES TO A FORK, KEEP
 DT0786'LEFT AND GO 2.5 MILES TO A REVERSE Y FORK AND THE AZIMUTH MARK
 DT0786'ON THE RIGHT, THIS IS 0.15 MILE BEFORE REACHING THE PUMPING
 DT0786'STATION, KEEP RIGHT FOR 0.15 MILE TO THE SOUTH END OF THE
 DT0786'BUILDINGS AT THE PUMPING STATION, THEN LEFT, WEST, FOR 0.1
 DT0786'MILE TO A DIM FORK, KEEP LEFT FORK AND GO 0.05 MILE TO A WIRE
 DT0786'GATE, PASS THRU GATE, TURN SHARP LEFT AND GO 0.05 MILE, THEN
 DT0786'RIGHT OUT OF CORRAL, THEN RIGHT, WEST, FOR 0.2 MILE TO TOP
 DT0786'OF HILL AND THE STATION.
 DT0786'
 DT0786'STATION MARK IS A STANDARD DISK, STAMPED FREEZOUT 1960, SET IN
 DT0786'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 DT0786'
 DT0786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FREEZOUT NO 1 1960,
 DT0786'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 DT0786'
 DT0786'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREEZOUT NO 2 1960,
 DT0786'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DT0786'
 DT0786'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FREEZOUT 1960,
 DT0786'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 DT0786'IT IS ABOUT 0.25 MILE SOUTH OF THE PUMPING STATION AND 55 FEET
 DT0786'EAST OF THE CENTER OF THE ROAD AT THE REVERSE Y FORK.
 DT0786
 DT0786                          STATION RECOVERY (1968)
 DT0786
 DT0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0786'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DT0786'FOUND IN GOOD CONDITION.
 DT0786'
 DT0786'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DT0786'
 DT0786'THERE IS A NEW GRAVELED ROAD WHICH GOES EASTERLY TO THE POINT
 DT0786'OF PINES WHICH IS MUCH BETTER AND SHORTER.  INQUIRE AT SAN CARLOS
 DT0786'AS PART OF THE ROAD IS NOW UNDER CONSTRUCTION AT THE SOUTH
 DT0786'AND EAST SIDE OF SAN CARLOS.  THE OLD DESCRIPTION ALSO RUNS
 DT0786'ACROSS IT.
 DT0786'
 DT0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 40 MILES
 DT0786'NORTHWEST OF CLIFTON.
 DT0786
 DT0786                          STATION RECOVERY (1972)
 DT0786
 DT0786'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0786'GENERAL LOCATION REFER TO 1960 DESCRIPTION.
 DT0786'
 DT0786'TO REACH REFER TO 1960 DESCRIPTION.
 DT0786'
 DT0786'STATION MARK FREEZOUT 1960 STD. DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0822 ***********************************************************************
 CG0822  DESIGNATION -  FRESNAL
 CG0822  PID         -  CG0822
 CG0822  STATE/COUNTY-  AZ/PIMA
 CG0822  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0822
 CG0822                         *CURRENT SURVEY CONTROL
 CG0822  ___________________________________________________________________
 CG0822* NAD 83(1992)-  31 47 28.60786(N)    111 42 18.90859(W)     ADJUSTED  
 CG0822* NAVD 88     -       972.34   (+/-2cm)    3190.1    (feet)  VERTCON   
 CG0822  ___________________________________________________________________
 CG0822  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 CG0822  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0822
 CG0822  HORZ ORDER  -  SECOND
 CG0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0822
 CG0822.The horizontal coordinates were established by classical geodetic methods
 CG0822.and adjusted by the National Geodetic Survey in August 1993..
 CG0822
 CG0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0822.The vertical order pertains to the NGVD 29 superseded value.
 CG0822
 CG0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0822
 CG0822.The geoid height was determined by GEOID03.
 CG0822
 CG0822;                    North         East     Units Scale Factor Converg.
 CG0822;SPC AZ C     -    87,744.878   233,380.340   MT  0.99990494   +0 06 41.0
 CG0822;SPC AZ C     -   287,876.90    765,683.53   iFT  0.99990494   +0 06 41.0
 CG0822;UTM  12      - 3,517,517.518   433,233.925   MT  0.99965498   -0 22 17.6
 CG0822
 CG0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0822!SPC AZ C     -   0.99985213  x   0.99990494  =   0.99975708
 CG0822!UTM  12      -   0.99985213  x   0.99965498  =   0.99950716
 CG0822
 CG0822:                Primary Azimuth Mark                     Grid Az
 CG0822:SPC AZ C     -  FRESNAL AZ MK                            063 34 11.5
 CG0822:UTM  12      -  FRESNAL AZ MK                            064 03 10.1
 CG0822
 CG0822|---------------------------------------------------------------------|
 CG0822| PID    Reference Object                     Distance      Geod. Az  |
 CG0822|                                                           dddmmss.s |
 CG0822| CG0820 FRESNAL AZ MK                                      0634052.5 |
 CG0822| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.10.6 KM 1020932.5 |
 CG0822| CG0823 FRESNAL RM 1                          4.010 METERS 15840     |
 CG0822| CG0824 FRESNAL RM 2                          3.801 METERS 22337     |
 CG0822|---------------------------------------------------------------------|
 CG0822
 CG0822                          SUPERSEDED SURVEY CONTROL
 CG0822
 CG0822  NAD 83(1986)-  31 47 28.59992(N)    111 42 18.90722(W) AD(       ) 2
 CG0822  NAD 27      -  31 47 28.30400(N)    111 42 16.48700(W) AD(       ) 2
 CG0822  NGVD 29 (??/??/92)  971.589  (m)         3187.62   (f) ADJ UNCH    2 0
 CG0822
 CG0822.Superseded values are not recommended for survey control.
 CG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0822.See file dsdata.txt to determine how the superseded data were derived.
 CG0822
 CG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3323417518(NAD 83)
 CG0822_MARKER: DS = TRIANGULATION STATION DISK
 CG0822_SETTING: 66 = SET IN ROCK OUTCROP
 CG0822_SP_SET: ROCK OUTCROP
 CG0822_STAMPING: FRESNAL 1936
 CG0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0822+STABILITY: POSITION/ELEVATION WELL
 CG0822
 CG0822  HISTORY     - Date     Condition        Report By
 CG0822  HISTORY     - 1936     MONUMENTED       CGS
 CG0822  HISTORY     - 1952     GOOD             CGS
 CG0822  HISTORY     - 1952     GOOD             NGS
 CG0822
 CG0822                          STATION DESCRIPTION
 CG0822
 CG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0822'ON A LOW, LONE, LAVA HILL, ABOUT 6 MILES WEST OF THE CREST OF THE
 CG0822'BABOQUIVARI RANGE AND ABOUT 7 MILES WEST-NORTHWEST OF BABOQUIVARI
 CG0822'PEAK, ABOUT 2 MILES SOUTH OF THE EXPERIMENT STATION AT THE FRESNAL
 CG0822'WELLS, ABOUT 55 MILES, AIR LINE, SOUTHWEST OF TUCSON, AND ON THE
 CG0822'HIGHEST POINT OF THE ONLY HILL IN THE VICINITY WHICH IS COVERED
 CG0822'WITH SMALL BRUSH AND CACTUS.  MARKED BY A STANDARD BRONZE DISK
 CG0822'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG0822'REFERENCE DISK, IS 4.01 METERS (13.2 FEET) FROM
 CG0822'STATION S 21 DEG 20 MIN E. REFERENCE MARK NO. 2, A
 CG0822'STANDARD BRONZE REFERENCE DISK, IS 3.801 METERS
 CG0822'(12.47 FEET) FROM STATION S 43 DEG 37 MIN W. THE AZIMUTH
 CG0822'MARK, A STANDARD BRONZE DISK, IS SET AT ROAD FORKS
 CG0822'NORTHEAST OF THE HILL THAT THE STATION IS ON, ABOUT 17 PACES
 CG0822'NORTH OF THE CENTER LINE OF THE ROAD WHERE IT FORKS, THREE
 CG0822'PACES SOUTHWEST OF THE CLOSEST TELEPHONE POLE TO THE FORKS, AND
 CG0822'IS 0.75 MILE FROM STATION N 63 DEG 41 MIN E.
 CG0822
 CG0822                          STATION RECOVERY (1952)
 CG0822
 CG0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0822'STATION IS LOCATED 7.2 MILES E ALONG A GRAVEL ROAD FROM THE POST
 CG0822'OFFICE AND MISSION AT TOPAWA, THENCE ABOUT 0.9 MILE S ACROSS
 CG0822'COUNTRY, ON THE HIGHEST MOUNTAIN IN THIS VICINITY, AND ON THE
 CG0822'HIGHEST POINT OF THE MOUNTAIN.
 CG0822'
 CG0822'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 2- BY 3-FOOT
 CG0822'OUTCROP PROJECTING ABOUT 1-1/2 FEET ABOVE THE GROUND.
 CG0822'
 CG0822'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 1-1/2- BY
 CG0822'2-1/2-FOOT OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND.  IT IS
 CG0822'13.7 FEET W OF R.M. 2, 13.1 FEET SE OF THE STATION, AND ABOUT
 CG0822'1-1/2 FEET LOWER THAN THE STATION.
 CG0822'
 CG0822'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 1- BY 1-FOOT
 CG0822'OUTCROP PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 12.3
 CG0822'FEET SW OF THE STATION, 13.7 FEET W OF R.M. 1, AND ABOUT 2 FEET
 CG0822'LOWER THAN THE STATION.
 CG0822'
 CG0822'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0822'PROJECTING 0.6 FOOT ABOVE THE GROUND.  IT IS 8.1 MILES E
 CG0822'ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT TOPAWA,
 CG0822'AT A Y-JUNCTION, 45 FEET N OF THE CENTER LINE OF THE ROAD, 8.2
 CG0822'FEET W OF A TELEPHONE POLE, 2.3 FEET S OF A WITNESS POST, AND
 CG0822'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0822
 CG0822                          STATION RECOVERY (1952)
 CG0822
 CG0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0822'8.1 MI E FROM TOPAWA.
 CG0822'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0822'TOPAWA, THENCE ABOUT 0.9 MILES SOUTH ACROSS COUNTRY, ON THE HIGHEST
 CG0822'MOUNTAIN IN THIS VICINITY AND ON THE HIGHEST POINT OF THE MOUNTAIN,
 CG0822'AND SET IN THE TOP OF A 2 BY 3 FOOT OUTCROP PROJECTING ABOUT 1 1/2
 CG0822'FEET ABOVE THE GROUND, 13.1 FEET NORTHWEST OF RM 1, 12.3 FEET
 CG0822'NORTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0820 ***********************************************************************
 CG0820  DESIGNATION -  FRESNAL AZ MK
 CG0820  PID         -  CG0820
 CG0820  STATE/COUNTY-  AZ/PIMA
 CG0820  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0820
 CG0820                         *CURRENT SURVEY CONTROL
 CG0820  ___________________________________________________________________
 CG0820* NAD 83(1986)-  31 47 47.     (N)    111 41 32.     (W)     SCALED    
 CG0820* NAVD 88     -       904.69   (+/-2cm)    2968.1    (feet)  VERTCON   
 CG0820  ___________________________________________________________________
 CG0820  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG0820
 CG0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0820
 CG0820.The horizontal coordinates were scaled from a topographic map and have
 CG0820.an estimated accuracy of +/- 6 seconds.
 CG0820
 CG0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0820.The vertical order pertains to the NGVD 29 superseded value.
 CG0820
 CG0820.The geoid height was determined by GEOID03.
 CG0820
 CG0820;                    North         East    Units  Estimated Accuracy
 CG0820;SPC AZ C     -    88,310.      234,610.      MT  (+/- 180 meters Scaled)
 CG0820
 CG0820                          SUPERSEDED SURVEY CONTROL
 CG0820
 CG0820  NGVD 29 (??/??/92)  903.926  (m)         2965.63   (f) ADJ UNCH    2 0
 CG0820
 CG0820.Superseded values are not recommended for survey control.
 CG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0820.See file dsdata.txt to determine how the superseded data were derived.
 CG0820
 CG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA344180(NAD 83)
 CG0820_MARKER: DZ = AZIMUTH MARK DISK
 CG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0820_STAMPING: FRESNAL 1936
 CG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0820+STABILITY: SURFACE MOTION
 CG0820
 CG0820  HISTORY     - Date     Condition        Report By
 CG0820  HISTORY     - 1936     MONUMENTED       CGS
 CG0820  HISTORY     - 1952     GOOD             NGS
 CG0820
 CG0820                          STATION DESCRIPTION
 CG0820
 CG0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0820'8.1 MI E FROM TOPAWA.
 CG0820'8.1 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0820'TOPAWA, AT A Y JUNCTION OF A ROAD LEADING EAST, 53 FEET NORTHEAST OF
 CG0820'THE CENTER OF THE Y JUNCTION, 45 FEET NORTH OF THE CENTER LINE OF THE
 CG0820'ROAD, 8.2 FEET WEST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A WITNESS
 CG0820'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0820'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0823 ***********************************************************************
 CG0823  DESIGNATION -  FRESNAL RM 1
 CG0823  PID         -  CG0823
 CG0823  STATE/COUNTY-  AZ/PIMA
 CG0823  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0823
 CG0823                         *CURRENT SURVEY CONTROL
 CG0823  ___________________________________________________________________
 CG0823* NAD 83(1986)-  31 47 28.     (N)    111 42 18.     (W)     SCALED    
 CG0823* NAVD 88     -       972.12   (+/-2cm)    3189.4    (feet)  VERTCON   
 CG0823  ___________________________________________________________________
 CG0823  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0823
 CG0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0823
 CG0823.The horizontal coordinates were scaled from a topographic map and have
 CG0823.an estimated accuracy of +/- 6 seconds.
 CG0823
 CG0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0823.The vertical order pertains to the NGVD 29 superseded value.
 CG0823
 CG0823.The geoid height was determined by GEOID03.
 CG0823
 CG0823;                    North         East    Units  Estimated Accuracy
 CG0823;SPC AZ C     -    87,730.      233,400.      MT  (+/- 180 meters Scaled)
 CG0823
 CG0823                          SUPERSEDED SURVEY CONTROL
 CG0823
 CG0823  NGVD 29 (??/??/92)  971.370  (m)         3186.90   (f) ADJ UNCH    2 0
 CG0823
 CG0823.Superseded values are not recommended for survey control.
 CG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0823.See file dsdata.txt to determine how the superseded data were derived.
 CG0823
 CG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA332174(NAD 83)
 CG0823_MARKER: DR = REFERENCE MARK DISK
 CG0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0823_STAMPING: FRESNAL NO 1 1936
 CG0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0823+STABILITY: SURFACE MOTION
 CG0823
 CG0823  HISTORY     - Date     Condition        Report By
 CG0823  HISTORY     - 1936     MONUMENTED       CGS
 CG0823  HISTORY     - 1952     GOOD             NGS
 CG0823
 CG0823                          STATION DESCRIPTION
 CG0823
 CG0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0823'8.1 MI E FROM TOPAWA.
 CG0823'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0823'TOPAWA, THENCE 0.9 MILE SOUTH ACROSS COUNTRY, ON THE HIGHEST MOUNTAIN
 CG0823'IN THIS VICINITY, AND SET IN THE TOP OF A 1 1/2 BY 2 1/2 FEET OUTCROP
 CG0823'PROJECTING 1/2 FOOT ABOVE THE GROUND, 13.7 FEET WEST OF RM 2, 13.1
 CG0823'FEET SOUTHEAST OF THE STATION, AND ABOUT 1 1/2 FEET LOWER THAN THE
 CG0823'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0824 ***********************************************************************
 CG0824  DESIGNATION -  FRESNAL RM 2
 CG0824  PID         -  CG0824
 CG0824  STATE/COUNTY-  AZ/PIMA
 CG0824  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0824
 CG0824                         *CURRENT SURVEY CONTROL
 CG0824  ___________________________________________________________________
 CG0824* NAD 83(1986)-  31 47 28.     (N)    111 42 18.     (W)     SCALED    
 CG0824* NAVD 88     -       971.93   (+/-2cm)    3188.7    (feet)  VERTCON   
 CG0824  ___________________________________________________________________
 CG0824  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0824
 CG0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0824
 CG0824.The horizontal coordinates were scaled from a topographic map and have
 CG0824.an estimated accuracy of +/- 6 seconds.
 CG0824
 CG0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0824.The vertical order pertains to the NGVD 29 superseded value.
 CG0824
 CG0824.The geoid height was determined by GEOID03.
 CG0824
 CG0824;                    North         East    Units  Estimated Accuracy
 CG0824;SPC AZ C     -    87,730.      233,400.      MT  (+/- 180 meters Scaled)
 CG0824
 CG0824                          SUPERSEDED SURVEY CONTROL
 CG0824
 CG0824  NGVD 29 (??/??/92)  971.175  (m)         3186.26   (f) ADJ UNCH    2 0
 CG0824
 CG0824.Superseded values are not recommended for survey control.
 CG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0824.See file dsdata.txt to determine how the superseded data were derived.
 CG0824
 CG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA332174(NAD 83)
 CG0824_MARKER: DR = REFERENCE MARK DISK
 CG0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0824_STAMPING: FRESNAL NO. 2 1936
 CG0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0824+STABILITY: SURFACE MOTION
 CG0824
 CG0824  HISTORY     - Date     Condition        Report By
 CG0824  HISTORY     - 1936     MONUMENTED       CGS
 CG0824  HISTORY     - 1952     GOOD             NGS
 CG0824
 CG0824                          STATION DESCRIPTION
 CG0824
 CG0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0824'8.1 MI E FROM TOPAWA.
 CG0824'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0824'TOPAWA, THENCE 0.9 MILE SOUTH ACROSS COUNTRY, ON THE HIGHEST MOUNTAIN
 CG0824'IN THIS VICINITY, AND SET IN THE TOP OF A 1 BY 1 FOOT OUTCROP
 CG0824'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, 12.3 FEET SOUTHWEST OF THE
 CG0824'FRESNAL TRIANGULATION STATION, 13.7 FEET WEST OF RM1, AND ABOUT 2 FEET
 CG0824'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2038 ***********************************************************************
 DV2038  DESIGNATION -  FRIA
 DV2038  PID         -  DV2038
 DV2038  STATE/COUNTY-  AZ/MARICOPA
 DV2038  USGS QUAD   -  MC MICKEN DAM (1981)
 DV2038
 DV2038                         *CURRENT SURVEY CONTROL
 DV2038  ___________________________________________________________________
 DV2038* NAD 83(1992)-  33 38 42.12194(N)    112 29 46.86297(W)     ADJUSTED  
 DV2038* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 DV2038  ___________________________________________________________________
 DV2038  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DV2038  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2038
 DV2038  HORZ ORDER  -  SECOND
 DV2038
 DV2038.The horizontal coordinates were established by classical geodetic methods
 DV2038.and adjusted by the National Geodetic Survey in August 1993..
 DV2038
 DV2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2038
 DV2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2038
 DV2038.The geoid height was determined by GEOID03.
 DV2038
 DV2038;                    North         East     Units Scale Factor Converg.
 DV2038;SPC AZ C     -   293,435.942   159,589.295   MT  0.99993563   -0 19 16.2
 DV2038;SPC AZ C     -   962,716.35    523,586.93   iFT  0.99993563   -0 19 16.2
 DV2038;UTM  12      - 3,723,803.233   361,236.981   MT  0.99983738   -0 49 45.0
 DV2038
 DV2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2038!SPC AZ C     -   0.99992816  x   0.99993563  =   0.99986379
 DV2038!UTM  12      -   0.99992816  x   0.99983738  =   0.99976555
 DV2038
 DV2038|---------------------------------------------------------------------|
 DV2038| PID    Reference Object                     Distance      Geod. Az  |
 DV2038|                                                           dddmmss.s |
 DV2038| CR7745 FRIA RM 3                             7.118 METERS 05817     |
 DV2038| AI3350 FRIA RM 1                            11.702 METERS 11424     |
 DV2038| DV2035 LUKE FIELD BEACON                   APPROX.17.0 KM 1315042.1 |
 DV2038| CH5192 FRIA AZ MK                                         1900149.8 |
 DV2038| CH5193 FRIA RM 2                            11.976 METERS 22939     |
 DV2038| AI3351 FRIA RM 4                            11.836 METERS 23035     |
 DV2038| DV2037 FRIA RM TARGET                       12.920 METERS 25825     |
 DV2038|---------------------------------------------------------------------|
 DV2038
 DV2038                          SUPERSEDED SURVEY CONTROL
 DV2038
 DV2038  NAD 83(1986)-  33 38 42.11722(N)    112 29 46.87056(W) AD(       ) 2
 DV2038  NAD 27      -  33 38 41.98700(N)    112 29 44.27400(W) AD(       ) 2
 DV2038  NGVD 29 (07/19/86)  487.1    (m)         1598.     (f) VERT ANG       
 DV2038
 DV2038.Superseded values are not recommended for survey control.
 DV2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2038.See file dsdata.txt to determine how the superseded data were derived.
 DV2038
 DV2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6123723803(NAD 83)
 DV2038_MARKER: DS = TRIANGULATION STATION DISK
 DV2038_SETTING: 66 = SET IN ROCK OUTCROP
 DV2038_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2038+STABILITY: POSITION/ELEVATION WELL
 DV2038
 DV2038  HISTORY     - Date     Condition        Report By
 DV2038  HISTORY     - 1947     MONUMENTED       CGS
 DV2038  HISTORY     - 1976     GOOD             LOCENG
 DV2038  HISTORY     - 1986     GOOD             AZDT
 DV2038
 DV2038                          STATION DESCRIPTION
 DV2038
 DV2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2038'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHEAST OF
 DV2038'WITTMAN AND 2.5 MILES WEST OF THE BEARDSLEY AQUA FRIA CANAL,
 DV2038'ON A LOW ROUND KNOLL AT THE NORTHEAST END OF THE WHITE TANK
 DV2038'MOUNTAINS.  THE STATION MARK IS A BRONZE DISK SET ON HIGHEST
 DV2038'POINT OF KNOLL, PROJECTS 8 INCHES AND IS STAMPED--FRIA 1947.
 DV2038'
 DV2038'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH 30 INCHES LOWER
 DV2038'THAN THE STATION MARK AND IS STAMPED--FRIA NO 1 1947.
 DV2038'
 DV2038'REFERENCE MARK NO. 2 IS A BRONZE DISK PROJECTING 14 INCHES, IS
 DV2038'12 INCHES HIGHER THAN THE STATION MARK AND IS STAMPED--FRIA NO
 DV2038'2 1947.
 DV2038'
 DV2038'THE AZIMUTH MARK IS A BRONZE DISK SET ON THE EAST END OF AN
 DV2038'EAST-WEST RIDGE, 24 PACES WEST OF CENTER LINE OF ROAD.  IT
 DV2038'PROJECTS 6 INCHES AND IS STAMPED--FRIA 1947.
 DV2038'
 DV2038'TO REACH THE STATION FROM THE POST OFFICE IN MARINETTE, GO WEST
 DV2038'ON HIGHWAY 1.7 MILE TO AN OILED ROAD LEFT AT THE AQUA FRIA
 DV2038'RAILROAD JUNCTION.  TURN LEFT, GO 4.7 MILES TO A ROAD RIGHT.
 DV2038'TURN RIGHT, GO 1.0 MILE TO A T ROAD.  TURN LEFT, GO 1.9 MILE
 DV2038'TO CROSSROAD AND A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD
 DV2038'1.85 MILE TO A CROSSROAD AT A CANAL.  CROSS CANAL AND CONTINUE
 DV2038'STRAIGHT AHEAD 1.1 MILE TO A FORK.  TURN RIGHT, GO 1.4 MILE
 DV2038'TO A T ROAD.  TURN RIGHT, GO 0.7 MILE TO AZIMUTH MARK ON LEFT.
 DV2038'CONTINUE 0.55 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO 0.25
 DV2038'MILE TO FOOT OF KNOLL AT THE SOUTHEAST SIDE AND END OF TRUCK
 DV2038'TRAVEL.  WALK NORTHWESTERLY UP STEEP RIDGE TO HIGHEST POINT
 DV2038'AND STATION.  A 5 MINUTE PACK.
 DV2038
 DV2038                          STATION RECOVERY (1976)
 DV2038
 DV2038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2038'FRIA 1947 RECOVERED GOOD.
 DV2038'
 DV2038'FRIA NO 1 1947 RECOVERED GOOD.
 DV2038'
 DV2038'FRIA NO 2 1947 RECOVERED GOOD.
 DV2038'
 DV2038'DOZER ROAD TO TOP OF HILL.  ROUGH RIDE BUT MARK IS NOW DRIVABLE.
 DV2038'
 DV2038'NOT ON NGS LEVEL.
 DV2038
 DV2038                          STATION RECOVERY (1986)
 DV2038
 DV2038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2038'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DV2038'CONDITION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AND REFERENCE MARKS
 DV2038'3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DV2038'
 DV2038'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---FRIA NO 3 1947 1986---.  IT
 DV2038'IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 4 INCHES.
 DV2038'
 DV2038'REFERENCE MARK 4 IS AN AZDT DISK STAMPED---FRIA NO 4 1947 1986---.  IT
 DV2038'IS SET IN BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.
 DV2038'
 DV2038'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2038'AVENUE WHICH IS U.S.HIGHWAY 60 IN SURPRISE, TRAVEL WEST ALONG BELL
 DV2038'ROAD FOR 2.55 MILES TO REEMS ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 1.0
 DV2038'MILE TO GREENWAY ROAD.  TURN RIGHT AND TRAVEL WEST FOR 4.25 MILES TO
 DV2038'THE TOP OF A FLOOD CONTROL DAM, CONTINUE WEST AND THEN NORTH ALONG THE
 DV2038'ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CONTINUE NORTH FOR 0.8 MILE TO
 DV2038'AN INTERSECTION.  TURN LEFT ON A DIRT ROAD AND TRAVEL WEST FOR 0.5
 DV2038'MILE TO A FORK.  TAKE RIGHT FORK 0.35 MILE TO A FORK, TAKE THE LEFT
 DV2038'FORK 0.2 MILE TO A FORK, TAKE THE LEFT FORK 0.05 MILE TO A FORK.  TAKE
 DV2038'THE LEFT FORK THROUGH A WASH AND CONTINUE 0.15 MILE TO THE TOP OF A
 DV2038'PROMINENT HILL AND THE STATION.
 DV2038'
 DV2038'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTH ON A NORTH
 DV2038'SOUTH ROAD FOR 0.65 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 DV2038'SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT.  THE MARK IS 65 FEET
 DV2038'WEST OF THE ROAD ON THE EAST END OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3351 ***********************************************************************
 AI3351  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3351  DESIGNATION -  FRIA RM 4
 AI3351  PID         -  AI3351
 AI3351  STATE/COUNTY-  AZ/MARICOPA
 AI3351  USGS QUAD   -  MC MICKEN DAM (1981)
 AI3351
 AI3351                         *CURRENT SURVEY CONTROL
 AI3351  ___________________________________________________________________
 AI3351* NAD 83(1992)-  33 38 41.87806(N)    112 29 47.21784(W)     ADJUSTED  
 AI3351* NAVD 88     -       486.07   (meters)    1594.7    (feet)  GPS OBS   
 AI3351  ___________________________________________________________________
 AI3351  X           -  -2,033,871.570 (meters)                     COMP
 AI3351  Y           -  -4,911,061.100 (meters)                     COMP
 AI3351  Z           -   3,513,983.691 (meters)                     COMP
 AI3351  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AI3351  ELLIP HEIGHT-         456.10  (meters)          (01/27/00) GPS OBS
 AI3351  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AI3351
 AI3351  HORZ ORDER  -  A
 AI3351  ELLP ORDER  -  FIRST     CLASS I
 AI3351
 AI3351.The horizontal coordinates were established by GPS observations
 AI3351.and adjusted by the National Geodetic Survey in January 2000..
 AI3351
 AI3351.The orthometric height was determined by GPS observations and a
 AI3351.high-resolution geoid model using precise GPS observation and
 AI3351.processing techniques.
 AI3351
 AI3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3351
 AI3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3351
 AI3351.The ellipsoidal height was determined by GPS observations
 AI3351.and is referenced to NAD 83.
 AI3351
 AI3351.The geoid height was determined by GEOID03.
 AI3351
 AI3351;                    North         East     Units Scale Factor Converg.
 AI3351;SPC AZ C     -   293,428.480   159,580.109   MT  0.99993564   -0 19 16.4
 AI3351;SPC AZ C     -   962,691.86    523,556.79   iFT  0.99993564   -0 19 16.4
 AI3351;UTM  12      - 3,723,795.854   361,227.730   MT  0.99983742   -0 49 45.2
 AI3351
 AI3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3351!SPC AZ C     -   0.99992840  x   0.99993564  =   0.99986405
 AI3351!UTM  12      -   0.99992840  x   0.99983742  =   0.99976583
 AI3351
 AI3351                          SUPERSEDED SURVEY CONTROL
 AI3351
 AI3351.No superseded survey control is available for this station.
 AI3351
 AI3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6122823796(NAD 83)
 AI3351_MARKER: DR = REFERENCE MARK DISK
 AI3351_SETTING: 66 = SET IN ROCK OUTCROP
 AI3351_STAMPING: FRIA NO 4 1947 1986
 AI3351_MARK LOGO: AZDT  
 AI3351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3351+STABILITY: POSITION/ELEVATION WELL
 AI3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3351+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI3351
 AI3351  HISTORY     - Date     Condition        Report By
 AI3351  HISTORY     - 1986     MONUMENTED       AZDT
 AI3351  HISTORY     - 19980917 GOOD             AZ-013
 AI3351  HISTORY     - 20000316 GOOD             MCDOT
 AI3351
 AI3351                          STATION DESCRIPTION
 AI3351
 AI3351'DESCRIBED BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 AI3351'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 AI3351'AVENUE WHICH IS U.S. HIGHWAY 60 IN SURPRISE, TRAVEL WEST ALONG BELL
 AI3351'ROAD FOR 2.55 MILES TO REEMS ROAD. TURN LEFT AND TRAVEL SOUTH FOR 1.0
 AI3351'MILE TO GREENWAY ROAD.  TURN RIGHT AND TRAVEL WEST FOR 4.25 MILES TO
 AI3351'THE TOP OF THE FLOOD CONTROL DAM, CONTINUE WEST AND THEN NORTH ALONG
 AI3351'THE ROAD FOR 1.7 MILES TO A CATTLE GUARD. CONTINUE NORTH FOR 0.8 MILE
 AI3351'TO AN INTERSECTION.  TURN LEFT ON A DIRT ROAD AND TRAVEL WEST FOR 0.5
 AI3351'MILE TO A FORK.  TAKE RIGHT FORK 0.35 MILE TO A FORK, TAKE THE LEFT
 AI3351'FORK 0.2 MILE TO A FORK, TAKE THE LEFT FORK 0.05 MILE TO A FORK. TAKE
 AI3351'THE LEFT FORK THROUGH A WASH AND CONTINUE 0.15 MILE TO THE TOP OF A
 AI3351'PROMINENT HILL AND THE STATION.  WALK NORTHWESTERLY UP STEEP RIDGE TO
 AI3351'HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
 AI3351
 AI3351                          STATION RECOVERY (2000)
 AI3351
 AI3351'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI3351'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) WEST OF THE TOWN OF
 AI3351'SURPRISE, TOWNSHIP 4 NORTH, RANGE 2 WEST, SECTION 31
 AI3351'OWNERSHIP - STATE LAND
 AI3351'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND THE
 AI3351'ESTRELLA FREEWAY (SR-303) , DRIVE WEST ON BELL ROAD 4.6 MI (7.4 KM) TO
 AI3351'A CATTLE GUARD ON THE LEFT (SOUTHWEST) SIDE OF THE ROAD, THENCE DRIVE
 AI3351'OVER CATTLE GUARD AND CONTINUE SOUTHWESTERLY A FEW HUNDRED FEET, THE
 AI3351'STATION IS ON THE TOP OF THE MOUNTAIN TO YOUR LEFT, THERE ARE MULTIPLE
 AI3351'4X4 TRAILS TO THE TOP AND ALL ARE DIFFICULT TO CLIMB
 AI3351'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 AI3351'STATION TIES - NONE AVAILABLE
 AI3351'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI3351'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0953 ***********************************************************************
 EU0953  DESIGNATION -  FRIANT
 EU0953  PID         -  EU0953
 EU0953  STATE/COUNTY-  AZ/MOHAVE
 EU0953  USGS QUAD   -  GENE WASH (1975)
 EU0953
 EU0953                         *CURRENT SURVEY CONTROL
 EU0953  ___________________________________________________________________
 EU0953* NAD 83(1992)-  34 21 54.69067(N)    114 10 12.90256(W)     ADJUSTED  
 EU0953* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 EU0953  ___________________________________________________________________
 EU0953  EPOCH DATE  -        1991.35
 EU0953  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 EU0953  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 EU0953
 EU0953  HORZ ORDER  -  FIRST
 EU0953
 EU0953.The horizontal coordinates were established by classical geodetic methods
 EU0953.and adjusted by the National Geodetic Survey in June 1996..
 EU0953.The horizontal coordinates are valid at the epoch date displayed above.
 EU0953.The epoch date for horizontal control is a decimal equivalence
 EU0953.of Year/Month/Day.
 EU0953
 EU0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0953
 EU0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0953
 EU0953.The geoid height was determined by GEOID03.
 EU0953
 EU0953;                    North         East     Units Scale Factor Converg.
 EU0953;SPC AZ W     -   373,251.419   174,704.612   MT  0.99995175   -0 14 14.0
 EU0953;SPC AZ W     - 1,224,578.15    573,177.86   iFT  0.99995175   -0 14 14.0
 EU0953;SPC CA 5     -   602,681.270 2,352,184.580   MT  0.99994466   +2 10 58.8
 EU0953;SPC CA 5     - 1,977,296.80  7,717,125.58   sFT  0.99994466   +2 10 58.8
 EU0953;UTM  11      - 3,806,278.135   760,236.299   MT  1.00043486   +1 35 53.5
 EU0953
 EU0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0953!SPC AZ W     -   0.99995762  x   0.99995175  =   0.99990937
 EU0953!SPC CA 5     -   0.99995762  x   0.99994466  =   0.99990228
 EU0953!UTM  11      -   0.99995762  x   1.00043486  =   1.00039246
 EU0953
 EU0953|---------------------------------------------------------------------|
 EU0953| PID    Reference Object                     Distance      Geod. Az  |
 EU0953|                                                           dddmmss.s |
 EU0953| CC4816 FRIANT RM 1                           4.807 METERS 19756     |
 EU0953| CC4817 FRIANT RM 2                           8.215 METERS 28443     |
 EU0953| CC4815 FRIANT AZ MK                                       3324907.1 |
 EU0953|---------------------------------------------------------------------|
 EU0953
 EU0953                          SUPERSEDED SURVEY CONTROL
 EU0953
 EU0953  NAD 83(1992)-  34 21 54.68822(N)    114 10 12.89880(W) AD(       ) 1
 EU0953  NAD 83(1986)-  34 21 54.68799(N)    114 10 12.90486(W) AD(       ) 1
 EU0953  NAD 27      -  34 21 54.63300(N)    114 10 10.08600(W) AD(       ) 1
 EU0953  NGVD 29 (07/19/86)  300.2    (m)          985.     (f) VERT ANG       
 EU0953
 EU0953.Superseded values are not recommended for survey control.
 EU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0953.See file dsdata.txt to determine how the superseded data were derived.
 EU0953
 EU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6023606278(NAD 83)
 EU0953_MARKER: DD = SURVEY DISK
 EU0953_SETTING: 66 = SET IN ROCK OUTCROP
 EU0953_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EU0953
 EU0953  HISTORY     - Date     Condition        Report By
 EU0953  HISTORY     - 1932     MONUMENTED       USGS
 EU0953  HISTORY     - 1948     GOOD             USGS
 EU0953  HISTORY     - 1950     GOOD             CGS
 EU0953  HISTORY     - 1964     GOOD             CGS
 EU0953
 EU0953                          STATION DESCRIPTION
 EU0953
 EU0953'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (NBS)
 EU0953'PARKER, ARIZONA, 16 MILES N.N.E. OF, ABOUT 2 MILES E.N.E.
 EU0953'OF MOUTH OF BLACK METAL WASH AND 5 MILES NORTH OF MOUTH OF
 EU0953'WILLIAMS RIVER.  STATION MAY BE REACHED FROM PARKER BY BOAT
 EU0953'(BOAT USED BELONGED TO BUD GRAHAM WHO KNOWS THIS PART OF THE
 EU0953'COUNTRY WELL).  FROM THE EAST BANK OF THE COLORADO RIVER
 EU0953'0.25 MILE BELOW A POINT OPPOSITE MOUTH OF BLACK METAL WASH,
 EU0953'FOLLOW MAIN WASH HEADING TOWARD SOUTH SIDE OF PEAK APPROX. 0.75
 EU0953'MILE, THENCE NORTH UP RIDGE TO STATION.  1 HOUR PACK.
 EU0953'STATION MAY BE SEEN FROM WHERE ONE LEAVES THE RIVER.  IT
 EU0953'APPEARS AS THE HIGHEST PEAK IN THE NEAR RANGE OF HILLS.
 EU0953'THERE IS ANOTHER PEAK OF APPARENTLY EQUAL HEIGHT ABOUT ONE MILE
 EU0953'NORTHWEST.  APPROX. ELEV. = 980 FEET.  U.S.G.S CAIRN
 EU0953'WAS REMOVED AND TRIPOD PLACED OVER THE U.S.G.S. BRONZE
 EU0953'TRIANGULATION TABLET CEMENTED IN ROCK.
 EU0953
 EU0953                          STATION RECOVERY (1948)
 EU0953
 EU0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0953'THE STATION IS 30 MILES, AIRLINE, SOUTH-SOUTHEAST OF TOPOCK,
 EU0953'16 MILES NORTH-NORTHWEST OF PARKER, 2 MILES EAST-NORTHEAST OF
 EU0953'THE MOUTH OF BLACK METAL WASH, 5 MILES NORTH OF THE MOUTH OF
 EU0953'WILLIAMS RIVER, AND 3/4 MILE NORTHEAST OF THE COLORADO
 EU0953'RIVER.  IT IS ON A LOW ROCKY HILL AT THE SOUTHEASTERN END OF A
 EU0953'RANGE OF HILLS.  THERE IS A HIGHER HILL ABOUT 3/4 MILE
 EU0953'NORTHWEST.
 EU0953'
 EU0953'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 EU0953'MARK DISK, CEMENTED IN A DRILL HOLE IN AN 8 INCH SQUARE MASS
 EU0953'OF BEDROCK, IS FLUSH WITH THE GROUND.  THE DISK, NOT STAMPED,
 EU0953'IS IN GOOD CONDITION.
 EU0953'
 EU0953'REFERENCE MARK NO. 1, A 1/2 INCH COPPER BOLT CEMENTED IN A
 EU0953'DRILL HOLE IN BEDROCK, PROJECTING 1/2 INCH, IS ABOUT 18
 EU0953'INCHES LOWER IN ELEVATION THAN THE STATION MARK.  IT IS NOT
 EU0953'STAMPED BUT IS IN GOOD CONDITION.
 EU0953'
 EU0953'REFERENCE MARK NO. 2, A 1/2 INCH COPPER BOLT CEMENTED IN A DRILL
 EU0953'HOLE IN BEDROCK, PROJECTING 1/2 INCH, IS APPROXIMATELY 10
 EU0953'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS NOT STAMPED.
 EU0953'
 EU0953'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0953'IN BEDROCK, PROJECTING 8 INCHES ABOVE THE SURROUNDING SURFACE,
 EU0953'IS STAMPED FRIANT USGS 1947.  IT IS ON THE SOUTHERN SLOPE
 EU0953'OF A RIDGE, 50 FEET LOWER THAN THE HIGHEST POINT WHICH IS
 EU0953'ABOUT 1/4 MILE NORTHWEST.
 EU0953'
 EU0953'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON THE MAIN
 EU0953'TRAVELED BLADED ROAD (YUCCA ROAD) FOR 2.45 MILES TO A FORK.
 EU0953'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD, FOR 4.65 MILES TO A
 EU0953'FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO CROSSROADS.
 EU0953'KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 2.9 MILES
 EU0953'TO A FORK AND SIGNS MOHAWK 24 MILES, SITE 6.  TAKE THE RIGHT
 EU0953'FORK AS PER SIGN AND GO SOUTHERLY 11.6 MILES TO FORKS AND SIGN
 EU0953'SITE 6.  TAKE THE LEFT FORK FOR 1.1 MILES TO FORKS AND SIGNS
 EU0953'SITE 6, MOHAWK MINES 10 MILES.  KEEP STRAIGHT AHEAD ON THE
 EU0953'LEFT FORK FOR 2.6 MILES TO A FORK AND SIGN SITE 6.  TAKE THE
 EU0953'LEFT FORK SOUTHEASTERLY 0.8 MILE TO A FORK.  TAKE THE RIGHT
 EU0953'FORK FOR 8.25 MILES TO A FORK.  TAKE THE RIGHT FORK, MAIN
 EU0953'TRAVELED ROAD, FOR 5.85 MILES TO A FORK.  TAKE THE RIGHT
 EU0953'FORK FOR 10.35 MILES TO A SMALL WASH ON THE RIGHT.  TURN
 EU0953'RIGHT, SOUTHERLY GO 0.1 MILE UP THE WASH THENCE TURN LEFT
 EU0953'AND GO 0.15 MILE TO THE BASE OF A SMALL HILL AND THE END OF
 EU0953'TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY UP RIDGE TO THE
 EU0953'HIGHEST POINT AND STATION.  A 15 MINUTE PACK.
 EU0953
 EU0953                          STATION RECOVERY (1950)
 EU0953
 EU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 EU0953'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1948.
 EU0953'ALL MARKS ARE IN GOOD CONDITION AND THE DESCRIPTION OF THE ROUTE
 EU0953'TO THE STATION IS ADEQUATE.
 EU0953'
 EU0953'NO MEASUREMENTS OF DISTANCES AND DIRECTIONS WERE TAKEN AT
 EU0953'THIS TIME SINCE THE STATION WAS NOT VISITED BY AN OBSERVING UNIT.
 EU0953
 EU0953                          STATION RECOVERY (1964)
 EU0953
 EU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0953'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 EU0953'THE STATION SITE IS ADEQUATE.  A NEW TO REACH FOLLOWS.  TO REACH
 EU0953'FROM TOPOCK, GO EAST ON U.S. 66 FOR 10.0 MILES TO A PAVED
 EU0953'ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD SOUTH 21.4 MILES
 EU0953'TO SITE 6 AIRPORT, CONTINUE EAST AND SOUTH ON BLADED, MAIN
 EU0953'TRAVELED, ROAD 16.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0970 ***********************************************************************
 FR0970  DESIGNATION -  FRIES
 FR0970  PID         -  FR0970
 FR0970  STATE/COUNTY-  AZ/MOHAVE
 FR0970  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0970
 FR0970                         *CURRENT SURVEY CONTROL
 FR0970  ___________________________________________________________________
 FR0970* NAD 83(1992)-  35 14 22.45375(N)    113 51 23.35373(W)     ADJUSTED  
 FR0970* NAVD 88     -      1247.8    (meters)    4094.     (feet)  VERTCON   
 FR0970  ___________________________________________________________________
 FR0970  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 FR0970  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FR0970
 FR0970  HORZ ORDER  -  SECOND
 FR0970
 FR0970.The horizontal coordinates were established by classical geodetic methods
 FR0970.and adjusted by the National Geodetic Survey in August 1993..
 FR0970
 FR0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0970
 FR0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0970
 FR0970.The geoid height was determined by GEOID03.
 FR0970
 FR0970;                    North         East     Units Scale Factor Converg.
 FR0970;SPC AZ W     -   470,171.042   203,668.045   MT  0.99993449   -0 03 41.2
 FR0970;SPC AZ W     - 1,542,555.91    668,202.25   iFT  0.99993449   -0 03 41.2
 FR0970;UTM  12      - 3,903,351.523   240,066.543   MT  1.00043276   -1 38 56.8
 FR0970
 FR0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0970!SPC AZ W     -   0.99980854  x   0.99993449  =   0.99974304
 FR0970!UTM  12      -   0.99980854  x   1.00043276  =   1.00024122
 FR0970
 FR0970:                Primary Azimuth Mark                     Grid Az
 FR0970:SPC AZ W     -  CORNER CAIRN                             077 40 51.7
 FR0970:UTM  12      -  CORNER CAIRN                             079 16 07.3
 FR0970
 FR0970|---------------------------------------------------------------------|
 FR0970| PID    Reference Object                     Distance      Geod. Az  |
 FR0970|                                                           dddmmss.s |
 FR0970| FR0975 CORNER CAIRN                        APPROX. 6.8 KM 0773710.5 |
 FR0970| CH2320 FRIES RM 1                            2.069 METERS 08157     |
 FR0970| FR0969 FRIES CAIRN                           1.250 METERS 13058     |
 FR0970| CH2319 T21 22N R15W SECS 3 4 33 34                        2690106.2 |
 FR0970| CH2321 FRIES RM 2                            4.437 METERS 29131     |
 FR0970|---------------------------------------------------------------------|
 FR0970
 FR0970                          SUPERSEDED SURVEY CONTROL
 FR0970
 FR0970  NAD 83(1986)-  35 14 22.44994(N)    113 51 23.35363(W) AD(       ) 2
 FR0970  NAD 27      -  35 14 22.46600(N)    113 51 20.55100(W) AD(       ) 2
 FR0970  NGVD 29 (07/19/86) 1247.0    (m)         4091.     (f) VERT ANG       
 FR0970
 FR0970.Superseded values are not recommended for survey control.
 FR0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0970.See file dsdata.txt to determine how the superseded data were derived.
 FR0970
 FR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4006703352(NAD 83)
 FR0970_MARKER: DS = TRIANGULATION STATION DISK
 FR0970_SETTING: 66 = SET IN ROCK OUTCROP
 FR0970
 FR0970  HISTORY     - Date     Condition        Report By
 FR0970  HISTORY     - 1948     MONUMENTED       CGS
 FR0970  HISTORY     - 1961     GOOD             CGS
 FR0970  HISTORY     - 1974     GOOD             NGS
 FR0970
 FR0970                          STATION DESCRIPTION
 FR0970
 FR0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0970'THE STATION IS ABOUT 11 MILES AIRLINE EAST NORTHEAST OF
 FR0970'KINGMAN, 7 MILES AIRLINE SOUTH OF THE WALAPAI RAILROAD SIDING,
 FR0970'ON A LOW LONE RANGE OF HILLS IN THE HUALPAI VALLEY.
 FR0970'
 FR0970'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN
 FR0970'GO NORTHEASTERLY ON U.S. HIGHWAY 66 FOR 5.9 MILES TO A DIRT
 FR0970'RIGHT AND SIGN WF RANCH 12 MI. TURN RIGHT FOR 0.1 MILE
 FR0970'CROSSING RAILROAD TRACKS TO A T ROAD AT FENCE.  TURN RIGHT
 FR0970'AND GO 0.4 MILE TO A GATE.  PASS THROUGH GATE AND TURN SHARP
 FR0970'LEFT ON DIRT ROAD ALONG FENCE AND CONTINUE FOR 3.5 MILES TO A
 FR0970'GATE.  PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ON MAIN
 FR0970'ROAD FOR 1.7 MILES TO A DIM TRACK ROAD RIGHT (SOUTHERLY)
 FR0970'(AZIMUTH MARK IS 0.4 SOUTH ON TRACK ROAD AT FENCE CORNER).
 FR0970'CONTINUE EASTERLY ON MAIN ROAD FOR 0.4 MILE TO A GATE NEAR
 FR0970'A DIRT TANK AND A METAL TANK ON A HILL TO THE LEFT.  PASS
 FR0970'THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW FENCE LINE
 FR0970'SOUTHERLY FOR 0.5 MILE TO AN EAST-WEST FENCE.  TURN LEFT
 FR0970'AND FOLLOW FENCE EASTERLY FOR ABOUT 0.2 MILE AND END OF
 FR0970'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL BACK PACK UP
 FR0970'RIDGE FOR ABOUT 1/2 MILE AND STATION ON THE PEAK NEAR
 FR0970'FENCE LINE.
 FR0970'
 FR0970'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP FLUSH
 FR0970'WITH THE GROUND SURFACE AND IS ABOUT 4 FEET NORTH OF A FENCE
 FR0970'LINE.  IT IS STAMPED FRIES 1947.
 FR0970'
 FR0970'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0970'OUTCROP PROJECTING ABOUT 8 INCHES, AND IS ABOUT 10 INCHES
 FR0970'HIGHER THAN THE STATION.  IT IS STAMPED FRIED NO 1 1947.
 FR0970'
 FR0970'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0970'OUTCROP ABOUT 2-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 FR0970'FRIES NO 2 1947.
 FR0970'
 FR0970'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE SECTION
 FR0970'CORNER BRONZE DISK RIVETED TO A 3 INCH IRON PIPE PROJECTING
 FR0970'ABOUT 1-1/2 FEET, 6 INCHES NORTHWEST OF A FENCE CORNER.  IT
 FR0970'IS STAMPED T22N R 15W S 33 S34 T21N. S4 S3
 FR0970
 FR0970                          STATION RECOVERY (1961)
 FR0970
 FR0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0970'STATION AND ALL MARKS INCLUDING CAIRN FRIES RECOVERED IN GOOD
 FR0970'CONDITION.
 FR0970'
 FR0970'A NEW TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION FROM
 FR0970'THE RAILROAD STATION IN KINGMAN GO NE ON U.S. HWY. 66 FOR 5.9
 FR0970'MI. TO A DIRT ROAD RIGHT AT BERRY SIDING.  TURN RIGHT AND
 FR0970'GO 0.1 MI. CROSSING R.R. TRACKS TO A T ROAD AT FENCE.  TURN
 FR0970'RIGHT AND GO 0.4 MI. TO GATE.  PASS THROUGH GATE AND TURN
 FR0970'SHARP LEFT ON BLADED ROAD ALONG FENCE AND CONTINUE ON BLADED
 FR0970'ROAD FOR 3.5 MI. TO GATE.  PASS THROUGH GATE AND CONTINUE
 FR0970'ON BLADED ROAD FOR 3.35 MI. TO BLADED ROAD RIGHT.  THE AZIMUTH
 FR0970'CAN BE REACHED FROM THIS POINT BY TURNING SHARP RIGHT ON
 FR0970'BLADED ROAD AND GOING 0.6 MI. SW TO FENCE CORNER ON THE LEFT
 FR0970'AND AZIMUTH MARK.  FROM BLADED ROAD INTERSECTION CONTINUE
 FR0970'0.1 MI. TO GATE.  THIS GATE IS NEAR A DIRT TANK AND THERE
 FR0970'IS A METAL TANK ON A LOW HILL TO THE LEFT.  PASS THROUGH GATE
 FR0970'AND TURN RIGHT ALONG FENCE AND GO FOLLOW FENCE LINE FOR 0.5
 FR0970'MI.  TO AN EAST-WEST FENCE.  TURN LEFT AND FOLLOW FENCE
 FR0970'LINE FOR 0.2 MI. TO END OF TRUCK TRAVEL.  PACK EAST UP
 FR0970'FENCE LINE TO TOP OF HILL AND STATION.
 FR0970
 FR0970                          STATION RECOVERY (1974)
 FR0970
 FR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FR0970'ALL MARKS FOUND IN GOOD CONDITION.
 FR0970'
 FR0970'GRID AZIMUTH TO AZIMUTH MARK--269 DEG 04 MIN 49.6 SEC BASED
 FR0970'ON GRID NORTH.
 FR0970'
 FR0970'THE AZIMUTH MARK IS A FOUND USGLO IRON PIPE W/BR. CP SECTION
 FR0970'CORNER MARKED T22N R15W S33 S34 S4 S3 T21N 1911
 FR0970'
 FR0970'STATION MARK IS DATED 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0969 ***********************************************************************
 FR0969  DESIGNATION -  FRIES CAIRN
 FR0969  PID         -  FR0969
 FR0969  STATE/COUNTY-  AZ/MOHAVE
 FR0969  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0969
 FR0969                         *CURRENT SURVEY CONTROL
 FR0969  ___________________________________________________________________
 FR0969* NAD 83(1992)-  35 14 22.42716(N)    113 51 23.31640(W)     ADJUSTED  
 FR0969* NAVD 88     -      1248.     (meters)    4094.     (feet)  SCALED    
 FR0969  ___________________________________________________________________
 FR0969  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 FR0969  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FR0969
 FR0969  HORZ ORDER  -  SECOND
 FR0969
 FR0969.The horizontal coordinates were established by classical geodetic methods
 FR0969.and adjusted by the National Geodetic Survey in August 1993..
 FR0969
 FR0969.The orthometric height was scaled from a topographic map.
 FR0969
 FR0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0969
 FR0969.The geoid height was determined by GEOID03.
 FR0969
 FR0969;                    North         East     Units Scale Factor Converg.
 FR0969;SPC AZ W     -   470,170.221   203,668.988   MT  0.99993449   -0 03 41.2
 FR0969;SPC AZ W     - 1,542,553.22    668,205.34   iFT  0.99993449   -0 03 41.2
 FR0969;UTM  12      - 3,903,350.676   240,067.463   MT  1.00043275   -1 38 56.8
 FR0969
 FR0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0969!SPC AZ W     -   0.99980854  x   0.99993449  =   0.99974304
 FR0969!UTM  12      -   0.99980854  x   1.00043275  =   1.00024121
 FR0969
 FR0969                          SUPERSEDED SURVEY CONTROL
 FR0969
 FR0969  NAD 83(1986)-  35 14 22.42335(N)    113 51 23.31630(W) AD(       ) 2
 FR0969  NAD 27      -  35 14 22.43900(N)    113 51 20.51400(W) AD(       ) 2
 FR0969
 FR0969.Superseded values are not recommended for survey control.
 FR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0969.See file dsdata.txt to determine how the superseded data were derived.
 FR0969
 FR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4006703351(NAD 83)
 FR0969_MARKER: 72 = CAIRN
 FR0969
 FR0969  HISTORY     - Date     Condition        Report By
 FR0969  HISTORY     - UNK      FIRST OBSERVED   USGS
 FR0969
 FR0969                          STATION DESCRIPTION
 FR0969
 FR0969'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0624 ***********************************************************************
 FQ0624  DESIGNATION -  FRISCO
 FQ0624  PID         -  FQ0624
 FQ0624  STATE/COUNTY-  AZ/COCONINO
 FQ0624  USGS QUAD   -  HUMPHREYS PEAK (1983)
 FQ0624
 FQ0624                         *CURRENT SURVEY CONTROL
 FQ0624  ___________________________________________________________________
 FQ0624* NAD 83(1992)-  35 20 46.83090(N)    111 40 40.60394(W)     ADJUSTED  
 FQ0624* NAVD 88     -      3851.8    (meters)   12637.     (feet)  VERTCON   
 FQ0624  ___________________________________________________________________
 FQ0624  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 FQ0624  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FQ0624
 FQ0624  HORZ ORDER  -  FIRST
 FQ0624
 FQ0624.The horizontal coordinates were established by classical geodetic methods
 FQ0624.and adjusted by the National Geodetic Survey in August 1993..
 FQ0624
 FQ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0624
 FQ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0624
 FQ0624.The geoid height was determined by GEOID03.
 FQ0624
 FQ0624;                    North         East     Units Scale Factor Converg.
 FQ0624;SPC AZ C     -   482,020.995   235,058.044   MT  0.99990580   +0 08 17.2
 FQ0624;SPC AZ C     - 1,581,433.71    771,187.81   iFT  0.99990580   +0 08 17.2
 FQ0624;UTM  12      - 3,911,663.013   438,397.666   MT  0.99964677   -0 23 32.0
 FQ0624
 FQ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0624!SPC AZ C     -   0.99939935  x   0.99990580  =   0.99930520
 FQ0624!UTM  12      -   0.99939935  x   0.99964677  =   0.99904633
 FQ0624
 FQ0624:                Primary Azimuth Mark                     Grid Az
 FQ0624:SPC AZ C     -  DEADMAN LOOKOUT TOWER                    027 18 40.2
 FQ0624:UTM  12      -  DEADMAN LOOKOUT TOWER                    027 50 29.4
 FQ0624
 FQ0624|---------------------------------------------------------------------|
 FQ0624| PID    Reference Object                     Distance      Geod. Az  |
 FQ0624|                                                           dddmmss.s |
 FQ0624| FQ0611 DEADMAN LOOKOUT TOWER               APPROX.11.2 KM 0272657.4 |
 FQ0624| FQ0625 AGASSIZ PEAK                        APPROX. 2.3 KM 1792529.6 |
 FQ0624| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.23.6 KM 1963245.8 |
 FQ0624| CH2323 FRISCO RM                            10.351 METERS 22038     |
 FQ0624| FR0861 MOUNT SITGRAVES                     APPROX.29.8 KM 2692426.4 |
 FQ0624| FQ0674 KENDRICK PEAK                       APPROX.17.1 KM 2933506.0 |
 FQ0624| FQ0675 KENDRICK PEAK LOOKOUT TOWER         APPROX.17.1 KM 2933513.1 |
 FQ0624| FQ0706 MESA BUTTE                          APPROX.34.4 KM 3474116.4 |
 FQ0624|---------------------------------------------------------------------|
 FQ0624
 FQ0624                          SUPERSEDED SURVEY CONTROL
 FQ0624
 FQ0624  NAD 83(1986)-  35 20 46.82905(N)    111 40 40.60708(W) AD(       ) 1
 FQ0624  NAD 27      -  35 20 46.80200(N)    111 40 38.02900(W) AD(       ) 1
 FQ0624  NGVD 29 (05/08/89) 3850.5    (m)        12633.     (f) VERT ANG       
 FQ0624
 FQ0624.Superseded values are not recommended for survey control.
 FQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0624.See file dsdata.txt to determine how the superseded data were derived.
 FQ0624
 FQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3839811663(NAD 83)
 FQ0624_MARKER: DS = TRIANGULATION STATION DISK
 FQ0624_SETTING: 80 = SET IN A BOULDER
 FQ0624_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0624
 FQ0624  HISTORY     - Date     Condition        Report By
 FQ0624  HISTORY     - 1920     MONUMENTED       CGS
 FQ0624  HISTORY     - 1936     GOOD             CGS
 FQ0624  HISTORY     - 1958     GOOD             CGS
 FQ0624  HISTORY     - 1965     GOOD             USGS
 FQ0624
 FQ0624                          STATION DESCRIPTION
 FQ0624
 FQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FQ0624'STATION IS ON THE HIGHEST AND NORTHERN PEAK OF THE SAN
 FQ0624'FRANCISCO MOUNTAINS AND ON WHAT IS LOCALLY KNOWN AS HUMPHREYS
 FQ0624'PEAK.
 FQ0624'
 FQ0624'TRUCKS CAN BE DRIVEN TO HARTS PRAIRIE AT THE FOOT OF THE
 FQ0624'MOUNTAIN ON THE WEST SIDE.  FROM THERE PACK ANIMALS CAN BE
 FQ0624'TAKEN TO THE TIMBER LINE WHICH IS ABOUT 1000 FEET FROM THE TOP.
 FQ0624'
 FQ0624'SURFACE MARK AND REFERENCE MARK ARE SET IN A DRILL HOLE IN A
 FQ0624'BOULDER.  THERE IS NO UNDERGROUND MARK.
 FQ0624
 FQ0624                          STATION RECOVERY (1936)
 FQ0624
 FQ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0624'STATION MARK, REFERENCE MARK, WERE FOUND AS
 FQ0624'DESCRIBED AND WERE IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 FQ0624'WAS SET AND THE DIRECTION TAKEN.  A CHECK WAS MADE ON THE
 FQ0624'DISTANCE AND DIRECTION FROM THE STATION TO THE REFERENCE MARK.
 FQ0624'A SMALL DESCREPENCY WAS FOUND IN THE OLD AND NEW DISTANCES.
 FQ0624'
 FQ0624'THE STATION IS LOCATED ON THE TOP OF HUMPHREYS PEAK, ABOUT 10
 FQ0624'MILES NORTH OF FLAGSTAFF.  THE PEAK IS THE HIGHEST OF THE PEAKS
 FQ0624'IN THE SAN FRANCISCO MOUNTAINS AND IS EASILY IDENTIFIED.
 FQ0624'
 FQ0624'TO REACH THE STATION FROM FLAGSTAFF GO NORTH FROM THE
 FQ0624'INTERSECTION OF BEAVER STREET AND U.S. HIGHWAY 66, FOR 0.60 MILE
 FQ0624'TO A LEFT TURN, GO TO THE LEFT (WEST) ON THE MAIN ROAD AND GO
 FQ0624'WEST AND NORTH 2.75 MILES TO A T-ROAD NORTH AND SIGN READING
 FQ0624'BILL LORENZE FOR SADDLE HORSES.  TAKE THE MAIN ROAD WHICH TURNS
 FQ0624'SHARPLY TO THE RIGHT AND GO 5.40 MILES TO A T-ROAD NORTH AND
 FQ0624'SIGNS READING CITY PIPE LINE ROAD AND INNER BASIN, TAKE THIS
 FQ0624'ROAD NORTH AND GO 0.75 MILE TO A LOCKED GATE (THE KEY TO THIS
 FQ0624'GATE AND ANOTHER WILL BE FOUND AT THE CITY HALL), PASS
 FQ0624'THROUGH THIS GATE AND GO 8.70 MILES, PASSING THROUGH ANOTHER
 FQ0624'GATE, TO A CABIN ON THE LEFT AND A Y-ROAD, TAKE THE RIGHT
 FQ0624'(MAIN) FORK AND GO 5.10 MILES, PASSING BEAR CREEK CANYON
 FQ0624'AND REES CANYON, TO A BASIN BETWEEN TWO MOUNTAIN RIDGES AND THE
 FQ0624'END OF TRUCK TRAVEL.  GO SOUTH UP THE PIPE LINE FOOT-TRAIL AS
 FQ0624'FAR AS IT GOES AND THEN FOLLOW THE EDGE OF TIMBER LINE UP THE
 FQ0624'MOUNTAIN TO THE TOP OF RIDGE, GO TO RIGHT (WEST) ALONG TOP
 FQ0624'OF RIDGE TO THE HIGHEST POINT OF PEAK AND STATION.
 FQ0624'
 FQ0624'REFERENCE MARK (REGULATION) IS 33.96 FEET WEST-SOUTHWEST OF
 FQ0624'THE STATION.
 FQ0624'
 FQ0624'THE AZIMUTH MARK IS ABOUT 3-1/2 MILES SOUTHEAST OF THE STATION,
 FQ0624'ON THE WEST AND SOUTH SIDES OF THE ROAD, WHERE THE ROAD MAKES
 FQ0624'A SHARP LEFT-HAND TURN WHEN GOING TOWARD THE STATION, 1.15
 FQ0624'MILES NORTH AND WEST OF THE SECOND WIRE GATE, 0.25 MILE SOUTH
 FQ0624'AND EAST OF THE CABIN MENTIONED ABOVE, ABOUT 100 FEET FROM THE
 FQ0624'ROAD, THE STATION IS LOCATED ON THE TOP OF A RIDGE THAT RUNS
 FQ0624'DOWN INTO THE ROAD.
 FQ0624'
 FQ0624'ALL LINES VISIBLE FROM THE STATION FROM A 4-FOOT STAND.
 FQ0624
 FQ0624                          STATION RECOVERY (1958)
 FQ0624
 FQ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0624'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.
 FQ0624'THE AZIMUTH MARK WAS NOT RECOVERED.  THE STATION WAS NOT OCCUPIED
 FQ0624'AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 FQ0624'
 FQ0624'TO REACH THE STATION FROM THE INTERSECTION OF WEST SANTA FE
 FQ0624'AVENUE AND NORTH BEAVER STREET IN FLAGSTAFF, (THIS IS ONE BLOCK
 FQ0624'WEST OF THE SANTA FE RAILROAD DEPOT) GO NORTH ON NORTH BEAVER
 FQ0624'STREET FOR 0.7 MILE TO A CROSS ROAD AND A SIGN SNOW BOWL 12.
 FQ0624'TURN LEFT, WEST, AS PER SIGN AND FOLLOW THE ROAD WEST THEN
 FQ0624'NORTH FOR 2.6 MILES TO A Y-FORK AND SIGN WEATHERFORD ROAD.  TAKE
 FQ0624'THE RIGHT FORK AS PER SIGN AND GO 0.8 MILE TO THE END OF THE
 FQ0624'PAVEMENT, CONTINUE AHEAD FOR 2.2 MILES TO A SIDE ROAD LEFT AND
 FQ0624'SIGN WEATHERFORD ROAD.  TURN LEFT, WEST, AS PER SIGN AND GO
 FQ0624'3.3 MILES TO A REVERSE Y-FORK, KEEP RIGHT AND GO 3.5 MILES TO A SIGN
 FQ0624'CAUTION DANGEROUS BUT PASSABLE.  A 4-WHEEL DRIVE TRUCK IS
 FQ0624'ADVISABLE BEYOND THIS POINT.  CONTINUE AHEAD FOR 2.8 MILES TO A
 FQ0624'SADDLE BETWEEN TWO MOUNTAINS AND THE END OF TRUCK TRAVEL.  PACK
 FQ0624'IN A WESTERLY DIRECTION ON THE ROAD TO ITS END ON A RIDGE BETWEEN
 FQ0624'AGASSIZ AND HUMPHREYS PEAKS.  PACK WEST THEN NORTH ALONG THE
 FQ0624'RIDGE TO THE HIGHEST POINT AND STATION.  ABOUT A FOUR HOUR
 FQ0624'PACK.
 FQ0624
 FQ0624                          STATION RECOVERY (1965)
 FQ0624
 FQ0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0624'RECOVERED IN GOOD CONDITION.
 FQ0624'
 FQ0624'TO REACH FROM FLAGSTAFF POST OFFICE, GO 7.8 MI W. ON HWY. 180 TO
 FQ0624'Y-RD. FORK AT SKI-LIFT LODGE.  TURN RIGHT LEAVING HWY. AND FOLLOW
 FQ0624'MAIN-TRAVELED RD. 7 MI TO SKI RESORT AND END OF TRUCK TRAVEL.
 FQ0624'TAKE CHAIR LIFT UP MOUNTAIN.  PACK E. AND N. TO HIGHEST PEAK AND
 FQ0624'STATION.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4878 ***********************************************************************
 AH4878  DESIGNATION -  FRWY
 AH4878  PID         -  AH4878
 AH4878  STATE/COUNTY-  AZ/PIMA
 AH4878  USGS QUAD   -  VAIL (1981)
 AH4878
 AH4878                         *CURRENT SURVEY CONTROL
 AH4878  ___________________________________________________________________
 AH4878* NAD 83(1992)-  32 01 38.75821(N)    110 43 14.29125(W)     ADJUSTED  
 AH4878* NAVD 88     -      1001.0    (meters)    3284.     (feet)  VERTCON   
 AH4878  ___________________________________________________________________
 AH4878  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 AH4878  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AH4878
 AH4878  HORZ ORDER  -  SECOND
 AH4878
 AH4878.The horizontal coordinates were established by classical geodetic methods
 AH4878.and adjusted by the National Geodetic Survey in October 1998..
 AH4878
 AH4878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4878
 AH4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4878
 AH4878.The geoid height was determined by GEOID03.
 AH4878
 AH4878;                    North         East     Units Scale Factor Converg.
 AH4878;SPC AZ C     -   114,534.060   326,335.309   MT  1.00005736   +0 38 03.7
 AH4878;SPC AZ C     -   375,767.91  1,070,653.90   iFT  1.00005736   +0 38 03.7
 AH4878;UTM  12      - 3,543,510.529   526,379.566   MT  0.99960858   +0 08 53.4
 AH4878
 AH4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4878!SPC AZ C     -   0.99984735  x   1.00005736  =   0.99990470
 AH4878!UTM  12      -   0.99984735  x   0.99960858  =   0.99945598
 AH4878
 AH4878|---------------------------------------------------------------------|
 AH4878| PID    Reference Object                     Distance      Geod. Az  |
 AH4878|                                                           dddmmss.s |
 AH4878| AH4879 FRWY RM 1                            10.275 METERS 19721     |
 AH4878| AH4880 FRWY RM 2                            12.231 METERS 25632     |
 AH4878|---------------------------------------------------------------------|
 AH4878
 AH4878                          SUPERSEDED SURVEY CONTROL
 AH4878
 AH4878  NGVD 29 (10/30/98) 1000.3    (m)         3282.     (f) VERT ANG       
 AH4878
 AH4878.Superseded values are not recommended for survey control.
 AH4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4878.See file dsdata.txt to determine how the superseded data were derived.
 AH4878
 AH4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2638043511(NAD 83)
 AH4878_MARKER: DS = TRIANGULATION STATION DISK
 AH4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4878_PROJECTION: FLUSH
 AH4878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4878+STABILITY: SURFACE MOTION
 AH4878
 AH4878  HISTORY     - Date     Condition        Report By
 AH4878  HISTORY     - 1987     MONUMENTED       AZDT
 AH4878
 AH4878                          STATION DESCRIPTION
 AH4878
 AH4878'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 AH4878'THE STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF VAIL AT THE INTERSTATE
 AH4878'HIGHWAY 10 INTERCHANGE TO VAIL ROAD AND WENTWORTH ROAD.  IT IS ON TOP
 AH4878'OF THE OVERPASS AT THE NORTH END OF THE BRIDGE ALONG THE EAST SIDE OF
 AH4878'THE GUARD RAIL.  32 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE.
 AH4878'THE STATION MARK IS AN AZDT DISK STAMPED---FRWY 1987---.  IT IS SET IN
 AH4878'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 9
 AH4878'FEET NORTHEAST OF THE WITNESS POST AND ABOUT 3 FEET EAST OF THE GUARD
 AH4878'RAIL.
 AH4878'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FRWY RM 1 1987---.  IT IS
 AH4878'SET IN THE NORTHEAST DADO OF THE BRIDGE.
 AH4878'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FRWY RM 2 1987---.  IT IS
 AH4878'SET IN THE CURBING AT THE NORTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1998 ***********************************************************************
 DU1998  DESIGNATION -  FRY
 DU1998  PID         -  DU1998
 DU1998  STATE/COUNTY-  AZ/GILA
 DU1998  USGS QUAD   -  PINAL PEAK (1979)
 DU1998
 DU1998                         *CURRENT SURVEY CONTROL
 DU1998  ___________________________________________________________________
 DU1998* NAD 83(1992)-  33 15 41.22611(N)    110 46 28.00438(W)     ADJUSTED  
 DU1998* NAVD 88     -      1524.     (meters)    5000.     (feet)  SCALED    
 DU1998  ___________________________________________________________________
 DU1998  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DU1998  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU1998
 DU1998  HORZ ORDER  -  SECOND
 DU1998
 DU1998.The horizontal coordinates were established by classical geodetic methods
 DU1998.and adjusted by the National Geodetic Survey in August 1993..
 DU1998
 DU1998.The orthometric height was scaled from a topographic map.
 DU1998
 DU1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1998
 DU1998.The geoid height was determined by GEOID03.
 DU1998
 DU1998;                    North         East     Units Scale Factor Converg.
 DU1998;SPC AZ E     -   250,910.135   156,734.449   MT  0.99993952   -0 20 00.1
 DU1998;SPC AZ E     -   823,195.98    514,220.63   iFT  0.99993952   -0 20 00.1
 DU1998;UTM  12      - 3,680,294.792   521,008.004   MT  0.99960544   +0 07 25.3
 DU1998
 DU1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1998!SPC AZ E     -   0.99976513  x   0.99993952  =   0.99970467
 DU1998!UTM  12      -   0.99976513  x   0.99960544  =   0.99937066
 DU1998
 DU1998|---------------------------------------------------------------------|
 DU1998| PID    Reference Object                     Distance      Geod. Az  |
 DU1998|                                                           dddmmss.s |
 DU1998| CD2920 FRY RM 1                             14.558 METERS 07349     |
 DU1998| CD2921 FRY RM 2                              7.712 METERS 17851     |
 DU1998| CD2919 FRY AZ MK                                          2240138.1 |
 DU1998|---------------------------------------------------------------------|
 DU1998
 DU1998                          SUPERSEDED SURVEY CONTROL
 DU1998
 DU1998  NAD 83(1986)-  33 15 41.22157(N)    110 46 28.00400(W) AD(       ) 2
 DU1998  NAD 27      -  33 15 41.01000(N)    110 46 25.61400(W) AD(       ) 2
 DU1998
 DU1998.Superseded values are not recommended for survey control.
 DU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1998.See file dsdata.txt to determine how the superseded data were derived.
 DU1998
 DU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2100880295(NAD 83)
 DU1998_MARKER: DS = TRIANGULATION STATION DISK
 DU1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1998
 DU1998  HISTORY     - Date     Condition        Report By
 DU1998  HISTORY     - 1938     MONUMENTED       CGS
 DU1998  HISTORY     - 1963     GOOD             USGS
 DU1998
 DU1998                          STATION DESCRIPTION
 DU1998
 DU1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1998'STATION IS 0.1 MILE E OF ARIZ. 77 AT A POINT 9.3 MILES S OF
 DU1998'JUNCTION OF U.S. 70 AND ARIZ. 77 ON EASTERN END OF A SHORT
 DU1998'SPUR THAT IS ABOUT SAME ELEVATION AS ROAD.
 DU1998'
 DU1998'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DU1998'BRONZE DISKS SET IN CONCRETE, A BOULDER, OUTCROPPING BEDROCK,
 DU1998'AND A BOULDER.
 DU1998'
 DU1998'TO REACH FROM GLOBE GO E AND S ON 70 ABOUT 6 MILES TO JUNCTION
 DU1998'OF 70 AND 77 (ROAD TO WINKELMAN).  THENCE GO SOUTHWARD ON
 DU1998'77, 9.3 MILES TO A SHARP S CURVE (ABOUT 1-1/2 MILES N OF EL
 DU1998'CAPITAN SCHOOLHOUSE.  FROM HERE TAKE TIME TRACK ROAD LEADING
 DU1998'EASTWARD 0.1 MILE TO EASTERN END OF SPUR AND STATION.
 DU1998'
 DU1998'CHIMNEY OF EL CAPITAN SCHOOL BUILDING (A SQUARE BRICK BUILDING
 DU1998'WITH A BRICK CHIMNEY) IS A GOOD AZIMUTH MARK.
 DU1998'
 DU1998'AZIMUTH MARK IS ABOUT 5 PACES E OF ROAD BETWEEN GLOBE AND
 DU1998'WINKELMAN, AND ABOUT 1/3 MILE SW OF STATION.
 DU1998
 DU1998                          STATION RECOVERY (1963)
 DU1998
 DU1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1998'NEW DESCRIPTION--STATION IS ABOUT 430 FT E OF STATE HWY 77
 DU1998'AT A POINT 8.6 MI. SOUTH OF JUNCTION OF FEDERAL HWY 70 AND
 DU1998'STATE HWY 77 ON EASTERN END OF A SHORT SPUR RIDGE.
 DU1998'
 DU1998'TO REACH STATION FROM POST OFFICE IN GLOBE PROCEED SE ON
 DU1998'FEDERAL HWY 70 FOR 5.4 MI. TO JUNCTION OF FEDERAL HWY 70
 DU1998'AND STATE HWY 77.  TURN S AND FOLLOW STATE HWY 77 FOR 8.6 MI.
 DU1998'TO DIVIDE AND END OF TRUCK TRAVEL.  CLIMB UP TO RIDGE AND GO
 DU1998'E ABOUT 400 FT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1242 ***********************************************************************
 CY1242  DESIGNATION -  FRYE
 CY1242  PID         -  CY1242
 CY1242  STATE/COUNTY-  AZ/GRAHAM
 CY1242  USGS QUAD   -  THATCHER (1985)
 CY1242
 CY1242                         *CURRENT SURVEY CONTROL
 CY1242  ___________________________________________________________________
 CY1242* NAD 83(1992)-  32 46 31.79846(N)    109 49 36.19259(W)     ADJUSTED  
 CY1242* NAVD 88     -      1295.9    (meters)    4252.     (feet)  VERTCON   
 CY1242  ___________________________________________________________________
 CY1242  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 CY1242  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1242
 CY1242  HORZ ORDER  -  FIRST
 CY1242
 CY1242.The horizontal coordinates were established by classical geodetic methods
 CY1242.and adjusted by the National Geodetic Survey in August 1993..
 CY1242
 CY1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1242
 CY1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1242
 CY1242.The geoid height was determined by GEOID03.
 CY1242
 CY1242;                    North         East     Units Scale Factor Converg.
 CY1242;SPC AZ E     -   196,907.526   245,206.199   MT  0.99991250   +0 11 02.5
 CY1242;SPC AZ E     -   646,022.07    804,482.28   iFT  0.99991250   +0 11 02.5
 CY1242;UTM  12      - 3,627,008.359   609,882.850   MT  0.99974888   +0 38 06.8
 CY1242
 CY1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1242!SPC AZ E     -   0.99980077  x   0.99991250  =   0.99971329
 CY1242!UTM  12      -   0.99980077  x   0.99974888  =   0.99954970
 CY1242
 CY1242:                Primary Azimuth Mark                     Grid Az
 CY1242:SPC AZ E     -  3538                                     013 57 35.8
 CY1242:UTM  12      -  3538                                     013 30 31.5
 CY1242
 CY1242|---------------------------------------------------------------------|
 CY1242| PID    Reference Object                     Distance      Geod. Az  |
 CY1242|                                                           dddmmss.s |
 CY1242| CC7425 3538                                               0140838.3 |
 CY1242| CY1243 THATCHER CHURCH STEEPLE             APPROX.10.0 KM 0382556.7 |
 CY1242| CY1219 SAFFORD KGLU RADIO TOWER            APPROX.11.9 KM 0620555.9 |
 CY1242| CC7426 FRYE RM 1                             7.153 METERS 12106     |
 CY1242| CC7427 FRYE RM 2                            14.386 METERS 21551     |
 CY1242|---------------------------------------------------------------------|
 CY1242
 CY1242                          SUPERSEDED SURVEY CONTROL
 CY1242
 CY1242  NAD 83(1986)-  32 46 31.79117(N)    109 49 36.19113(W) AD(       ) 1
 CY1242  NAD 27      -  32 46 31.54400(N)    109 49 33.89700(W) AD(       ) 1
 CY1242  NGVD 29 (07/19/86) 1295.2    (m)         4249.     (f) VERT ANG       
 CY1242
 CY1242.Superseded values are not recommended for survey control.
 CY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1242.See file dsdata.txt to determine how the superseded data were derived.
 CY1242
 CY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0988327008(NAD 83)
 CY1242_MARKER: DD = SURVEY DISK
 CY1242_SETTING: 80 = SET IN A BOULDER
 CY1242_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1242
 CY1242  HISTORY     - Date     Condition        Report By
 CY1242  HISTORY     - 1945     MONUMENTED       USSES
 CY1242  HISTORY     - 1967     GOOD             AMS
 CY1242
 CY1242                          STATION DESCRIPTION
 CY1242
 CY1242'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1242'STATION IS LOCATED ON THE N END OF A HIGH MESA, KNOWN AS FRYE
 CY1242'MESA, WHICH EXTENDS NE FROM THE HIGH FOOTHILLS OF MT. GRAHAM,
 CY1242'AND BY APPROXIMATE AIR LINE DISTANCES IS 8 MILES S OF PIMA,
 CY1242'7-1/2 MILES WSW OF SAFFORD, AND 1-1/2 MILES NE OF THE OLD
 CY1242'SAFFORD CITY RESERVOIR.
 CY1242'
 CY1242'TO REACH THE STATION FROM THE POST OFFICE IN THATCHER, GO W
 CY1242'ON U.S. HIGHWAY 70 FOR 0.1 MILE TO A ROAD LEFT AT THE NW
 CY1242'END OF THE GILA JUNIOR COLLEGE ATHLETIC FIELD.  TURN LEFT
 CY1242'(S) ON THIS ROAD FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK,
 CY1242'THEN A LEFT FORK, PASSING TO THE LEFT OF A PIPELINE CHECK
 CY1242'STATION.  CONTINUE ON THE GRADED GRAVEL ROAD FOR 4.9 MILES
 CY1242'TO THE AZIMUTH MARK ON THE RIGHT, ON THE INSIDE OF THE TURN
 CY1242'AS THE ROAD TURNS SHARPLY TO THE RIGHT.  CONTINUE FOR 2.0
 CY1242'MILES TO THE STATION, 432 FEET NE OF THE CENTER OF THE GRADED
 CY1242'ROAD, JUST AS IT TOPS OUT ON THE HIGH MESA.
 CY1242'
 CY1242'STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE DISK
 CY1242'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 10
 CY1242'INCHES ABOVE THE GROUND AND IS STAMPED 19 FRYE 35.  IT IS LOCATED
 CY1242'CLOSE TO THE N END OF A PRONG OF THE MESA AND 9.4 FEET
 CY1242'ESE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1242'
 CY1242'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1242'HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1242'GROUND AND IS STAMPED FRYE USSES NO 1 1945.  IT IS ESE OF
 CY1242'THE STATION AND ABOUT 5 FEET LOWER.
 CY1242'
 CY1242'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1242'HOLE IN A BOULDER WHICH PROJECTS ABOUT 14 INCHES ABOVE THE
 CY1242'GROUND AND IS STAMPED FRYE USSES NO 2 1945.  IT IS LOCATED
 CY1242'SW OF THE STATION AND ABOUT 3 FEET HIGHER.
 CY1242'
 CY1242'AZIMUTH MARK IS A STANDARD U.S. DEPARTMENT OF AGRICULTURE
 CY1242'FOREST SERVICE DISK SET IN A DRILL HOLE IN A BOULDER WHICH
 CY1242'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1242'BM EL 3538.  IT IS NNE OF THE STATION, 17 FEET NW OF THE GRADED
 CY1242'ROAD, AND 3.6 FEET ESE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1242
 CY1242                          STATION RECOVERY (1967)
 CY1242
 CY1242'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1242'THE STATION IS LOCATED APPROXIMATELY 7.3 AIRMILES (SW) OF
 CY1242'SAFFORD.  5.9 AIRMILES (SSW) OF THATCHER, ARIZONA.
 CY1242'
 CY1242'TO REACH FROM THE POST OFFICE IN THATCHER GO (W) ON U.S. HWY
 CY1242'70 FOR 0.1 MILE TO A ROAD LEFT AT THE (NW) CORNER OF THE
 CY1242'EASTERN ARIZONA COLLEGE CAMPUS.  TURN LEFT (S) AND GO 1.1
 CY1242'MILE TO A Y INTERSECTION.  PROCEED ON RIGHT FORK (W) 0.1 MILE TO
 CY1242'ANOTHER Y INTERSECTION.  TAKE LEFT FORK (SW) AND GO 5 MILES TO
 CY1242'THE AZIMUTH MARK LOCATED ON THE INSIDE OF A SHARP RIGHT
 CY1242'CURVE.  FROM HERE PROCEED 2.1 MILES TO WHERE THE ROAD JUST
 CY1242'TOPS THE MESA.  HERE TURN LEFT (N) AND GO CROSS-COUNTRY OUT
 CY1242'A FINGER TO EDGE OF MESA AND STATION SITE.  STATION IS MARKED
 CY1242'BY A USSES DISK SET IN A BOULDER.
 CY1242'
 CY1242'REFERENCE MARKS 1 AND 2 ARE BOTH USC AND GS DISKS AND BOTH
 CY1242'ARE SET IN A BOULDER.
 CY1242'
 CY1242'AZIMUTH MARK IS A U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 CY1242'DISK SET IN A BOULDER.
 CY1242'
 CY1242'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW FROM STATION
 CY1242'IS GOOD IN ALL DIRECTIONS EXCEPT FROM 110-240 DEG MAG AZ
 CY1242'WHICH IS A MOUNTAIN APPROXIMATELY 1 MILE DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0362 ***********************************************************************
 ET0362  DESIGNATION -  FSG 2 R 3
 ET0362  PID         -  ET0362
 ET0362  STATE/COUNTY-  AZ/YAVAPAI
 ET0362  USGS QUAD   -  HILLSIDE (1969)
 ET0362
 ET0362                         *CURRENT SURVEY CONTROL
 ET0362  ___________________________________________________________________
 ET0362* NAD 83(1986)-  34 25 28.     (N)    112 54 58.     (W)     SCALED    
 ET0362* NAVD 88     -      1187.523  (meters)    3896.07   (feet)  POSTED    
 ET0362  ___________________________________________________________________
 ET0362  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0362  DYNAMIC HT  -        1186.010 (meters)    3891.10  (feet)  COMP
 ET0362  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 ET0362
 ET0362  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0362
 ET0362.The horizontal coordinates were scaled from a topographic map and have
 ET0362.an estimated accuracy of +/- 6 seconds.
 ET0362
 ET0362.The orthometric height was determined by differential leveling
 ET0362.and adjusted by the National Geodetic Survey in November 2005..
 ET0362.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0362.rate of 1.1 thru 2.0 mm/km.
 ET0362
 ET0362.The geoid height was determined by GEOID03.
 ET0362
 ET0362.The dynamic height is computed by dividing the NAVD 88
 ET0362.geopotential number by the normal gravity value computed on the
 ET0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0362.degrees latitude (g = 980.6199 gals.).
 ET0362
 ET0362.The modeled gravity was interpolated from observed gravity values.
 ET0362
 ET0362;                    North         East    Units  Estimated Accuracy
 ET0362;SPC AZ C     -   380,180.      121,500.      MT  (+/- 180 meters Scaled)
 ET0362
 ET0362                          SUPERSEDED SURVEY CONTROL
 ET0362
 ET0362  NGVD 29 (??/??/92) 1186.758  (m)         3893.56   (f) ADJ UNCH    1 2
 ET0362
 ET0362.Superseded values are not recommended for survey control.
 ET0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0362.See file dsdata.txt to determine how the superseded data were derived.
 ET0362
 ET0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD239108(NAD 83)
 ET0362_MARKER: DD = SURVEY DISK
 ET0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0362_STAMPING: FS G2 R3 1945
 ET0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0362+STABILITY: SURFACE MOTION
 ET0362
 ET0362  HISTORY     - Date     Condition        Report By
 ET0362  HISTORY     - 1945     MONUMENTED       USFS
 ET0362  HISTORY     - 1950     GOOD             NGS
 ET0362
 ET0362                          STATION DESCRIPTION
 ET0362
 ET0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0362'0.5 MI NW FROM HILLSIDE.
 ET0362'0.5 MILE NORTH ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON, TOPEKA
 ET0362'AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE SOUTH CORNER OF A
 ET0362'TRIANGLE FORMED BY THE JUNCTION OF A COUNTY GRADED ROAD LEADING EAST
 ET0362'TO KIRKLAND, 43 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG
 ET0362'OF THE TRIANGLE, 42 FEET EAST OF THE SOUTHWEST LEG, 2.1 FEET SOUTH OF
 ET0362'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ET0362'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1083 ***********************************************************************
 FS1083  DESIGNATION -  FT MOHAVE
 FS1083  PID         -  FS1083
 FS1083  STATE/COUNTY-  AZ/MOHAVE
 FS1083  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1083
 FS1083                         *CURRENT SURVEY CONTROL
 FS1083  ___________________________________________________________________
 FS1083* NAD 83(1992)-  35 02 34.83888(N)    114 36 56.74657(W)     ADJUSTED  
 FS1083* NAVD 88     -       166.6    (meters)     547.     (feet)  VERTCON   
 FS1083  ___________________________________________________________________
 FS1083  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FS1083  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FS1083
 FS1083  HORZ ORDER  -  FIRST
 FS1083
 FS1083.The horizontal coordinates were established by classical geodetic methods
 FS1083.and adjusted by the National Geodetic Survey in August 1993..
 FS1083
 FS1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1083
 FS1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1083
 FS1083.The geoid height was determined by GEOID03.
 FS1083
 FS1083;                    North         East     Units Scale Factor Converg.
 FS1083;SPC AZ W     -   448,703.022   134,371.698   MT  1.00001020   -0 29 49.7
 FS1083;SPC AZ W     - 1,472,122.78    440,852.03   iFT  1.00001020   -0 29 49.7
 FS1083;SPC CA 5     -   676,357.021 2,308,700.682   MT  0.99993507   +1 55 44.6
 FS1083;SPC CA 5     - 2,219,014.66  7,574,462.15   sFT  0.99993507   +1 55 44.6
 FS1083;SPC NV E     - 8,032,930.982   288,274.100   MT  0.99999601   +0 33 20.2
 FS1083;SPC NV E     -26,354,707.73    945,779.28   sFT  0.99999601   +0 33 20.2
 FS1083;UTM  11      - 3,880,411.821   717,473.227   MT  1.00018292   +1 22 10.4
 FS1083
 FS1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1083!SPC AZ W     -   0.99997862  x   1.00001020  =   0.99998882
 FS1083!SPC CA 5     -   0.99997862  x   0.99993507  =   0.99991369
 FS1083!SPC NV E     -   0.99997862  x   0.99999601  =   0.99997463
 FS1083!UTM  11      -   0.99997862  x   1.00018292  =   1.00016154
 FS1083
 FS1083|---------------------------------------------------------------------|
 FS1083| PID    Reference Object                     Distance      Geod. Az  |
 FS1083|                                                           dddmmss.s |
 FS1083| CC4822 FT MOHAVE RM 1                       12.468 METERS 00208     |
 FS1083| CC4823 FT MOHAVE RM 2                       12.740 METERS 27450     |
 FS1083| CC5151 540 Y                                              2793926.7 |
 FS1083|---------------------------------------------------------------------|
 FS1083
 FS1083                          SUPERSEDED SURVEY CONTROL
 FS1083
 FS1083  NAD 83(1986)-  35 02 34.84584(N)    114 36 56.74589(W) AD(       ) 1
 FS1083  NAD 27      -  35 02 34.84157(N)    114 36 53.86912(W) AD(       ) 1
 FS1083  NGVD 29 (07/19/86)  165.9    (m)          544.     (f) VERT ANG       
 FS1083
 FS1083.Superseded values are not recommended for survey control.
 FS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1083.See file dsdata.txt to determine how the superseded data were derived.
 FS1083
 FS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1747380412(NAD 83)
 FS1083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1083+STABILITY: SURFACE MOTION
 FS1083
 FS1083  HISTORY     - Date     Condition        Report By
 FS1083  HISTORY     - 1934     MONUMENTED       CGS
 FS1083  HISTORY     - 1947     GOOD             USGS
 FS1083  HISTORY     - 1948     GOOD             CGS
 FS1083  HISTORY     - 1955     GOOD             CGS
 FS1083  HISTORY     - 1964     GOOD             CGS
 FS1083  HISTORY     - 1968     GOOD             AZHD
 FS1083  HISTORY     - 1972     GOOD             AZHD
 FS1083  HISTORY     - 1973     GOOD             NGS
 FS1083
 FS1083                          STATION DESCRIPTION
 FS1083
 FS1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1083'STATION IS 0.2 MILE E OF THE SCHOOLHOUSE AT FORT MOHAVE, AND
 FS1083'JUST W OF THE FIRST N AND S ROAD E OF THE SCHOOL.
 FS1083'
 FS1083'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1083'SET IN CONCRETE.
 FS1083'
 FS1083'REACHED FROM OATMAN AS FOLLOWS--GO S AND W ON THE HIGHWAY 1.8
 FS1083'MILES, TURN RIGHT ON GRAVELED ROAD AS PER SIGN FORT MOHAVE
 FS1083'INDIAN SCHOOL, 6.0 MILES AND TAKE THE RIGHT FORK, AND FOLLOW
 FS1083'THE MAIN ROAD 8.6 MILES TO A POINT 0.2 MILE BEFORE REACHING
 FS1083'THE SCHOOLHOUSE, HERE TURN LEFT 50 YARDS TO THE STATION.
 FS1083
 FS1083                          STATION RECOVERY (1947)
 FS1083
 FS1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 FS1083'RECOVERED IN GOOD CONDITION.
 FS1083
 FS1083                          STATION RECOVERY (1948)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1083'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 FS1083'AS DESCRIBED.
 FS1083'
 FS1083'THE STATION IS ABOUT 13 MILES AIRLINE WEST-NORTHWEST OF OATMAN,
 FS1083'23-1/2 MILES AIRLINE NORTH-NORTHWEST OF TOPOCK, ABOUT 1/2
 FS1083'MILE EAST OF THE COLORADO RIVER, AND JUST EAST OF THE OLD
 FS1083'INDIAN SCHOOL SITE NOW DEMOLISHED EXCEPT FOR THE CONCRETE
 FS1083'SIDEWALKS.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE POST OFFICE IN OATMAN GO
 FS1083'SOUTHWESTERLY ON U.S. HIGHWAY 66 FOR 2.4 MILES TO A GRADED
 FS1083'DIRT ROAD RIGHT AND A REVERSED SIGN (TRIUMPH MINE).  TURN
 FS1083'RIGHT ON BLADED ROAD AND GO 0.6 MILE TO A FORK.  TAKE LEFT
 FS1083'ROAD AND CONTINUE FOR 4.1 MILE TO A CROSS ROAD.  CONTINUE
 FS1083'STRAIGHT AHEAD WESTERLY FOR 0.8 MILE TO A FORK.  KEEP RIGHT
 FS1083'AND GO 7.0 MILES TO A FORK.  TURN RIGHT NORTHERLY FOR 1.0 MILE
 FS1083'TO A FORK JUST AFTER PASSING RANCH HOUSE.  TAKE LEFT ROAD
 FS1083'WESTERLY FOR 0.8 MILE TO AN OLD FENCE AND CONCRETE CATTLE
 FS1083'GUARD.  TURN LEFT SOUTHERLY FOR ABOUT 50 YARDS TO STATION.
 FS1083'
 FS1083'THE STATION IS A STANDARD BRONZE DISK SET IN A 12X12 INCH
 FS1083'CONCRETE BLOCK PROJECTING ABOUT 10 INCHES, 3.3 METERS WEST
 FS1083'OF A TRACK ROAD.  IT IS STAMPED FT MOHAVE 1934.
 FS1083'
 FS1083'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1083'IN A 12X12 INCH CONCRETE BLOCK PROJECTING ABOUT 10 INCHES,
 FS1083'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FS1083'FT MOHAVE NO 1 1934.
 FS1083'
 FS1083'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1083'IN A 12X12 INCH CONCRETE BLOCK PROJECTING ABOUT 10 INCHES,
 FS1083'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FS1083'FT MOHAVE NO 2 1934.
 FS1083'
 FS1083'THE AZIMUTH MARK IS A STANDARD BRONZE UNITED STATES GEOLOGICAL
 FS1083'SURVEY BENCH MARK DISK SET IN CONCRETE IN A 3 INCH IRON PIPE
 FS1083'PROJECTING ABOUT 6 INCHES, AND IS WITHIN THE CONCRETE SIDEWALK
 FS1083'AREA OF THE OLD SCHOOL, NEAR A SPUR OF THE SIDEWALK EXTENDING
 FS1083'EASTERLY FROM THE WESTERLY WALK.  IT IS STAMPED 540 Y.
 FS1083'
 FS1083'ASSUMING BULLSHEAD WAS USED AS INITIAL INSTEAD OF DEAD AS
 FS1083'PER OLD DESCRIPTION.
 FS1083
 FS1083                          STATION RECOVERY (1955)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1083'RECOVERED - THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 FS1083'IN GOOD CONDITION AS DESCRIBED BY F.A.R. IN 1948.  THE AZIMUTH
 FS1083'MARK LISTED IN THE 1934 DESCRIPTION HAS BEEN DESTROYED AND
 FS1083'THE AZIMUTH MARK LISTED IN THE 1948 RECOVERY NOTE WAS NOT
 FS1083'SEARCHED FOR.
 FS1083'
 FS1083'THE 1948 RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 FS1083
 FS1083                          STATION RECOVERY (1964)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1083'THE STATION, REFERENCE MARK 1 AND 2 AND THE USGS BM 540Y, USED
 FS1083'AS THE AZIMUTH MARK, WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FS1083'
 FS1083'NO LOCAL DISPLACEMENT WAS EVIDENT.
 FS1083'
 FS1083'THE DISTANCES AND DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH
 FS1083'THE 1948 DATA.
 FS1083'
 FS1083'THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 IN THE 1934 DATA ARE
 FS1083'IN ERROR AS IT IS SHOWN ON THE 1934 LIST OF DIRECTIONS.
 FS1083'
 FS1083'IT HAS BEEN VERIFIED THAT BULLSHEAD 1934 WAS USED AS THE INITIAL
 FS1083'FOR THE DIRECTION TO THE REFERENCE MARKS IN 1934 INSTEAD OF
 FS1083'STATION DEAD 1934 AS INDICATED ON THE LIST.
 FS1083'
 FS1083'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FS1083'
 FS1083'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF NEEDLES, 13
 FS1083'MILES WEST-NORTHWEST OF OATMAN AND 1/2 MILE EAST OF THE COLORADO
 FS1083'RIVER.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE INTERSECTION OF FRONT AND H STREETS
 FS1083'IN NEEDLES, GO NORTH ON H STREET, CROSSING THE RAILROAD, FOR
 FS1083'0.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST ON A DIRT ROAD
 FS1083'FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON A
 FS1083'BLACKTOP ROAD FOLLOWING ALONG THE LEVEE FOR 0.9 MILE TO A
 FS1083'T-ROAD AFTER CROSSING A WOODEN BRIDGE OVER THE COLORADO RIVER.
 FS1083'TURN LEFT AND GO NORTHERLY ALONG THE EAST SIDE OF THE RIVER ON
 FS1083'A BLACKTOP ROAD FOR 1.1 MILES TO A FORK.  TAKE RIGHT FORK AND
 FS1083'GO NORTH ON A BLACKTOP ROAD FOR 9.4 MILES TO A CATTLE GUARD.
 FS1083'CONTINUE NORTH ON THE BLACKTOP ROAD FOR 3.5 MILES TO A
 FS1083'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR
 FS1083'0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT
 FS1083'ROAD FOR 0.4 MILE TO A FORK.  TAKE LEFT FORK AND GO
 FS1083'WESTERLY ON THE DIRT ROAD FOR 0.8 MILE TO A DIM TRACK ROAD
 FS1083'LEFT.  TURN LEFT AND GO SOUTH ON THE DIM TRACK ROAD FOR 0.05
 FS1083'MILE TO THE STATION ON THE RIGHT.
 FS1083'
 FS1083'THE STATION MARK, A STANDARD DISK STAMPED FT. MOHAVE 1934, IS
 FS1083'SET IN THE TOP OF AN 8-INCH CONCRETE MONUMENT WHICH PROJECTS 8
 FS1083'INCHES ABOVE THE GROUND SURFACE.  IT IS 199 FEET SOUTH OF THE
 FS1083'CENTER OF A DIRT ROAD AND 12 FEET WEST OF THE CENTER OF A TRACK
 FS1083'ROAD.
 FS1083'
 FS1083'REFERENCE MARK 1, A STANDARD DISK STAMPED FT. MOHAVE NO 1 1934,
 FS1083'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FS1083'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 158 FEET SOUTH
 FS1083'OF THE CENTER OF THE DIRT ROAD AND 13 FEET WEST OF THE CENTER OF
 FS1083'THE TRACK ROAD.
 FS1083'
 FS1083'REFERENCE MARK 2, A STANDARD DISK STAMPED FT. MOHAVE NO 2 1934,
 FS1083'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FS1083'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 204 FEET
 FS1083'SOUTH OF THE CENTER OF THE DIRT ROAD AND 54 FEET WEST OF THE
 FS1083'CENTER OF THE TRACK ROAD.
 FS1083'
 FS1083'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FS1083'540Y, IS RIVETED TO THE TOP END OF A 3-INCH IRON PIPE SET IN
 FS1083'CONCRETE. WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 FS1083'136 FEET SOUTHEAST OF THE SOUTHEAST PILLAR OF AN OLD
 FS1083'BUILDING FOUNDATION, 45.5 FEET EAST OF THE CENTER OF A
 FS1083'NORTH AND SOUTH SIDEWALK, 3 FEET NORTH OF THE CENTER OF A
 FS1083'EAST AND WEST SIDEWALK AND 1.7 FEET EAST OF A METAL WITNESS
 FS1083'POST.
 FS1083'
 FS1083'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A TRACK
 FS1083'ROAD FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO WEST ON A
 FS1083'ROAD FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHWEST
 FS1083'AND WEST ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK
 FS1083'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT
 FS1083'FORK AND GO WEST ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH
 FS1083'MARK ON THE RIGHT.
 FS1083'
 FS1083'OBSERVATION MADE FROM A 20 FOOT STAND.
 FS1083
 FS1083                          STATION RECOVERY (1968)
 FS1083
 FS1083'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1083'GENERAL LOCATION THE STATION, REFERENCE MARKS AND AZIMUTH
 FS1083'MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE DESCRIPTION TO
 FS1083'REACH FROM NEEDLES WAS USED AND IS ADEQUATE.
 FS1083
 FS1083                          STATION RECOVERY (1972)
 FS1083
 FS1083'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1083'GENERAL LOCATION ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'TO REACH ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'STATION MARK ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'REFERENCE MARKS R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1083'
 FS1083'AZIMUTH MARK NO SEARCH MADE.
 FS1083
 FS1083                          STATION RECOVERY (1973)
 FS1083
 FS1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1083'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FS1083'WERE RECOVERED IN GOOD CONDITION.  THE 1964 ROUTE TO THE STATION
 FS1083'WAS NOT CHECKED OUT AND A NEW ROUTE TO THE STATION FOLLOWS.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE POST OFFICE IN BULLHEAD CITY, GO
 FS1083'SOUTH ALONG ARIZONA HIGHWAY 95 FOR 4.3 MILES TO MOHAVE HIGH SCHOOL
 FS1083'ON THE RIGHT CONTINUE SOUTH ALONG 95 FOR 4.5 MILES TO A SIDE
 FS1083'ROAD RIGHT AT POINT WHERE THE HIGHWAY LEAVES THE VALLEY.  TURN
 FS1083'RIGHT AND GO SOUTHWEST ALONG THE ROAD FOR 0.8 MILE TO A PUMPING
 FS1083'STATION ON THE LEFT.  CONTINUE SOUTHWEST ON THE MAIN ROAD
 FS1083'FOR 0.3 MILE TO 2 LEFT FORKS, CONTINUE AHEAD FOR 0.3 MILE TO
 FS1083'THE STATION ON THE LEFT ABOUT 60 YARDS SOUTH OF THE ROAD.
 FS1083'
 FS1083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 FS1083'SOUTHWEST OF BULLHEAD CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0902 ***********************************************************************
 ES0902  DESIGNATION -  FULTON
 ES0902  PID         -  ES0902
 ES0902  STATE/COUNTY-  AZ/COCONINO
 ES0902  USGS QUAD   -  WOODS CANYON (1990)
 ES0902
 ES0902                         *CURRENT SURVEY CONTROL
 ES0902  ___________________________________________________________________
 ES0902* NAD 83(1992)-  34 17 44.09307(N)    110 53 44.70453(W)     ADJUSTED  
 ES0902* NAVD 88     -      2289.9    (meters)    7513.     (feet)  VERTCON   
 ES0902  ___________________________________________________________________
 ES0902  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 ES0902  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0902
 ES0902  HORZ ORDER  -  SECOND
 ES0902
 ES0902.The horizontal coordinates were established by classical geodetic methods
 ES0902.and adjusted by the National Geodetic Survey in August 1993..
 ES0902
 ES0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0902
 ES0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0902
 ES0902.The geoid height was determined by GEOID03.
 ES0902
 ES0902;                    North         East     Units Scale Factor Converg.
 ES0902;SPC AZ C     -   365,909.772   307,341.546   MT  1.00000884   +0 34 31.0
 ES0902;SPC AZ C     - 1,200,491.38  1,008,338.41   iFT  1.00000884   +0 34 31.0
 ES0902;SPC AZ E     -   365,678.576   146,243.917   MT  0.99995551   -0 24 39.0
 ES0902;SPC AZ E     - 1,199,732.86    479,802.88   iFT  0.99995551   -0 24 39.0
 ES0902;UTM  12      - 3,794,935.166   509,593.674   MT  0.99960113   +0 03 31.5
 ES0902
 ES0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0902!SPC AZ C     -   0.99964446  x   1.00000884  =   0.99965329
 ES0902!SPC AZ E     -   0.99964446  x   0.99995551  =   0.99959998
 ES0902!UTM  12      -   0.99964446  x   0.99960113  =   0.99924573
 ES0902
 ES0902|---------------------------------------------------------------------|
 ES0902| PID    Reference Object                     Distance      Geod. Az  |
 ES0902|                                                           dddmmss.s |
 ES0902| DZ1389 FULTON RM 1                          13.596 METERS 00607     |
 ES0902| DZ1390 FULTON RM 2                          14.477 METERS 10222     |
 ES0902| ES0953 WOOD                                APPROX. 0.9 KM 3243735.0 |
 ES0902|---------------------------------------------------------------------|
 ES0902
 ES0902                          SUPERSEDED SURVEY CONTROL
 ES0902
 ES0902  NAD 83(1986)-  34 17 44.08795(N)    110 53 44.70869(W) AD(       ) 2
 ES0902  NGVD 29 (08/03/87) 2288.9    (m)         7509.     (f) VERT ANG       
 ES0902
 ES0902.Superseded values are not recommended for survey control.
 ES0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0902.See file dsdata.txt to determine how the superseded data were derived.
 ES0902
 ES0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0959494935(NAD 83)
 ES0902_MARKER: DS = TRIANGULATION STATION DISK
 ES0902_SETTING: 66 = SET IN ROCK OUTCROP
 ES0902_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0902+STABILITY: POSITION/ELEVATION WELL
 ES0902
 ES0902  HISTORY     - Date     Condition        Report By
 ES0902  HISTORY     - 1984     MONUMENTED       AZDT
 ES0902  HISTORY     - 20050903 GOOD             USPSQD
 ES0902
 ES0902                          STATION DESCRIPTION
 ES0902
 ES0902'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0902'THE STATION IS LOCATED 25 MILES NORTHEAST OF PAYSON, 19-1/2 MILES
 ES0902'SOUTHWEST OF HEBER ALONG THE WEST EDGE OF AL FULTON POINT ON THE RIM.
 ES0902'
 ES0902'THE STATION MARK IS AN AZDT DISK STAMPED---FULTON 1984---.  IT IS SET
 ES0902'IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FULTON RM 1 1984---.  IT IS
 ES0902'SET IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FULTON RM 2 1984---.  IT IS
 ES0902'SET IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0902'MAIN STREET FOR 0.6 MILE TO STATE ROUTES 87.  TURN LEFT ALONG SR 87
 ES0902'FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.  TURN RIGHT AND
 ES0902'TRAVEL EAST ALONG SR 260 FOR 30.1 MILES TO THE TOP OF MOGOLLON RIM AND
 ES0902'A DIRT ROAD RIGHT.  TURN RIGHT ON OLD RIM ROAD FOR 0.5 MILE TO A CURVE
 ES0902'LEFT AND A TRACK ROAD RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE
 ES0902'TO END OF TRUCK TRAVEL.  PACK WEST 100 FEET TO POINT OF RIM AND
 ES0902'STATION.
 ES0902
 ES0902                          STATION RECOVERY (2005)
 ES0902
 ES0902'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0827 ***********************************************************************
 DV0827  DESIGNATION -  G 10
 DV0827  PID         -  DV0827
 DV0827  STATE/COUNTY-  AZ/MARICOPA
 DV0827  USGS QUAD   -  GILLESPIE (1984)
 DV0827
 DV0827                         *CURRENT SURVEY CONTROL
 DV0827  ___________________________________________________________________
 DV0827* NAD 83(1986)-  33 17 11.     (N)    112 56 13.     (W)     SCALED    
 DV0827* NAVD 88     -       292.66   (+/-2cm)     960.2    (feet)  VERTCON   
 DV0827  ___________________________________________________________________
 DV0827  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0827
 DV0827  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0827
 DV0827.The horizontal coordinates were scaled from a topographic map and have
 DV0827.an estimated accuracy of +/- 6 seconds.
 DV0827
 DV0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0827.The vertical order pertains to the NGVD 29 superseded value.
 DV0827
 DV0827.The geoid height was determined by GEOID03.
 DV0827
 DV0827;                    North         East    Units  Estimated Accuracy
 DV0827;SPC AZ C     -   253,980.      118,330.      MT  (+/- 180 meters Scaled)
 DV0827
 DV0827                          SUPERSEDED SURVEY CONTROL
 DV0827
 DV0827  NGVD 29 (??/??/92)  292.037  (m)          958.12   (f) ADJ UNCH    1 2
 DV0827
 DV0827.Superseded values are not recommended for survey control.
 DV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0827.See file dsdata.txt to determine how the superseded data were derived.
 DV0827
 DV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB196847(NAD 83)
 DV0827_MARKER: DB = BENCH MARK DISK
 DV0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0827_SP_SET: MONUMENT
 DV0827_STAMPING: 958.125 G 10 1927
 DV0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0827
 DV0827  HISTORY     - Date     Condition        Report By
 DV0827  HISTORY     - 1927     MONUMENTED       CGS
 DV0827
 DV0827                          STATION DESCRIPTION
 DV0827
 DV0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0827'13.5 MI W FROM HASSAYAMPA.
 DV0827'13.5 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0827'CONCRETE MONUMENT 90 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS, AT
 DV0827'THE SOUTHWEST CORNER OF HIGHWAY CROSSING 854 A-854 B, AND 10 FEET
 DV0827'NORTH OF FENCE CORNER.  2 TELEPHONE POLES EAST OF MILEPOST 854. 350
 DV0827'FEET EAST OF BRIDGE NO. 853 B.  1.9 MILES WEST OF CRAG. MARK IS 1 FOOT
 DV0827'ABOVE THE GROUND LEVEL, AND LEVEL WITH TRACK.  MARK IS ON THE S.P. RR.
 DV0827'WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0331 ***********************************************************************
 DU0331  DESIGNATION -  G 101
 DU0331  PID         -  DU0331
 DU0331  STATE/COUNTY-  AZ/GILA
 DU0331  USGS QUAD   -  CHROME BUTTE (1966)
 DU0331
 DU0331                         *CURRENT SURVEY CONTROL
 DU0331  ___________________________________________________________________
 DU0331* NAD 83(1986)-  33 31 54.     (N)    110 42 20.     (W)     SCALED    
 DU0331* NAVD 88     -      1526.216  (meters)    5007.26   (feet)  ADJUSTED  
 DU0331  ___________________________________________________________________
 DU0331  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DU0331  DYNAMIC HT  -        1524.052 (meters)    5000.16  (feet)  COMP
 DU0331  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 DU0331
 DU0331  VERT ORDER  -  SECOND    CLASS 0
 DU0331
 DU0331.The horizontal coordinates were scaled from a topographic map and have
 DU0331.an estimated accuracy of +/- 6 seconds.
 DU0331
 DU0331.The orthometric height was determined by differential leveling
 DU0331.and adjusted by the National Geodetic Survey in June 1991..
 DU0331
 DU0331.The geoid height was determined by GEOID03.
 DU0331
 DU0331.The dynamic height is computed by dividing the NAVD 88
 DU0331.geopotential number by the normal gravity value computed on the
 DU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0331.degrees latitude (g = 980.6199 gals.).
 DU0331
 DU0331.The modeled gravity was interpolated from observed gravity values.
 DU0331
 DU0331;                    North         East    Units  Estimated Accuracy
 DU0331;SPC AZ E     -   280,840.      163,310.      MT  (+/- 180 meters Scaled)
 DU0331
 DU0331                          SUPERSEDED SURVEY CONTROL
 DU0331
 DU0331  NGVD 29 (??/??/92) 1525.513  (m)         5004.95   (f) ADJ UNCH    2 0
 DU0331
 DU0331.Superseded values are not recommended for survey control.
 DU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0331.See file dsdata.txt to determine how the superseded data were derived.
 DU0331
 DU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC273102(NAD 83)
 DU0331_MARKER: DD = SURVEY DISK
 DU0331_SETTING: 80 = SET IN A BOULDER
 DU0331_SP_SET: BOULDER
 DU0331_STAMPING: G 101 1935
 DU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0331+STABILITY: SURFACE MOTION
 DU0331
 DU0331  HISTORY     - Date     Condition        Report By
 DU0331  HISTORY     - 1935     MONUMENTED       USFS
 DU0331  HISTORY     - 1966     GOOD             USGS
 DU0331
 DU0331                          STATION DESCRIPTION
 DU0331
 DU0331'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0331'12.8 MI NE FROM GLOBE.
 DU0331'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0331'GILA COUNTY, 2.6 MILES NORTHWEST ALONG OLD HWY. 60, AT A LARGE CUT,
 DU0331'ABOUT 50 YARDS NORTHEAST OF THE CENTER OF THE CROSSING OF AN OLD ROAD,
 DU0331'ABOUT 140 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF
 DU0331'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A BROWN SANDSTONE
 DU0331'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0532 ***********************************************************************
 ET0532  DESIGNATION -  G 102
 ET0532  PID         -  ET0532
 ET0532  STATE/COUNTY-  AZ/YAVAPAI
 ET0532  USGS QUAD   -  SKULL VALLEY (1979)
 ET0532
 ET0532                         *CURRENT SURVEY CONTROL
 ET0532  ___________________________________________________________________
 ET0532* NAD 83(1986)-  34 33 53.     (N)    112 40 00.     (W)     SCALED    
 ET0532* NAVD 88     -      1470.304  (meters)    4823.82   (feet)  POSTED    
 ET0532  ___________________________________________________________________
 ET0532  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 ET0532  DYNAMIC HT  -        1468.340 (meters)    4817.38  (feet)  COMP
 ET0532  MODELED GRAV-     979,245.8   (mgal)                       NAVD 88
 ET0532
 ET0532  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0532
 ET0532.The horizontal coordinates were scaled from a topographic map and have
 ET0532.an estimated accuracy of +/- 6 seconds.
 ET0532
 ET0532.The orthometric height was determined by differential leveling
 ET0532.and adjusted by the National Geodetic Survey in November 2005..
 ET0532.No vertical observational check was made to the station.
 ET0532.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0532.was located on a no-check spur therefore a value was not computed.
 ET0532
 ET0532.The geoid height was determined by GEOID03.
 ET0532
 ET0532.The dynamic height is computed by dividing the NAVD 88
 ET0532.geopotential number by the normal gravity value computed on the
 ET0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0532.degrees latitude (g = 980.6199 gals.).
 ET0532
 ET0532.The modeled gravity was interpolated from observed gravity values.
 ET0532
 ET0532;                    North         East    Units  Estimated Accuracy
 ET0532;SPC AZ C     -   395,550.      144,540.      MT  (+/- 180 meters Scaled)
 ET0532
 ET0532                          SUPERSEDED SURVEY CONTROL
 ET0532
 ET0532  NGVD 29 (??/??/92) 1469.473  (m)         4821.10   (f) ADJ UNCH    2 0
 ET0532
 ET0532.Superseded values are not recommended for survey control.
 ET0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0532.See file dsdata.txt to determine how the superseded data were derived.
 ET0532
 ET0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD471260(NAD 83)
 ET0532_MARKER: DD = SURVEY DISK
 ET0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0532_STAMPING: G 102 1935
 ET0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0532+STABILITY: SURFACE MOTION
 ET0532
 ET0532  HISTORY     - Date     Condition        Report By
 ET0532  HISTORY     - UNK      MONUMENTED       USFS
 ET0532  HISTORY     - 1952     GOOD             NGS
 ET0532  HISTORY     - 1974     GOOD             USGS
 ET0532
 ET0532                          STATION DESCRIPTION
 ET0532
 ET0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0532'4.6 MI N FROM SKULL VALLEY.
 ET0532'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0532'POST OFFICE AT SKULL VALLEY, IN THE WEST CORNER OF THE LARGE TRIGANGLE
 ET0532'FORMED BY A GRADED COUNTY ROAD LEADING NORTHWEST ABOUT 68 YARDS
 ET0532'NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE, 152
 ET0532'FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 49 FEET SOUTH OF THE
 ET0532'CENTER LINE OF THE NORTH ROAD OF THE TRIANGLE, 32 FEET EAST OF THE
 ET0532'CENTER LINE OF THE MAIN ROAD, 1.8 FEET NORTH OF A WITNESS POST, 5 FEET
 ET0532'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0532'0.3 FOOT ABOVE THE GROUND.
 ET0532
 ET0532                          STATION RECOVERY (1974)
 ET0532
 ET0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0532'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. NORTH ALONG THE PAVED RD.
 ET0532'TOWARD PRESCOTT, GO LEFT (ON GRADED RD.) ABOUT 0.1 MILES TO JUNCTION
 ET0532'OF 3 RDS. TWO ARE ABANDOND, 90 FT. EAST OF JUNCTION, 35 FT. NE CENTER
 ET0532'LINE OF GRADED RD. AND ABOUT 15 FT. HIGHER, SET IN THE TOP OF A
 ET0532'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0482 ***********************************************************************
 ET0482  DESIGNATION -  G 103
 ET0482  PID         -  ET0482
 ET0482  STATE/COUNTY-  AZ/YAVAPAI
 ET0482  USGS QUAD   -  INDIAN PEAK (1986)
 ET0482
 ET0482                         *CURRENT SURVEY CONTROL
 ET0482  ___________________________________________________________________
 ET0482* NAD 83(1986)-  34 52 55.     (N)    112 49 44.     (W)     SCALED    
 ET0482* NAVD 88     -      1639.969  (meters)    5380.47   (feet)  POSTED    
 ET0482  ___________________________________________________________________
 ET0482  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 ET0482  DYNAMIC HT  -        1637.770 (meters)    5373.25  (feet)  COMP
 ET0482  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 ET0482
 ET0482  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0482
 ET0482.The horizontal coordinates were scaled from a topographic map and have
 ET0482.an estimated accuracy of +/- 6 seconds.
 ET0482
 ET0482.The orthometric height was determined by differential leveling
 ET0482.and adjusted by the National Geodetic Survey in November 2005..
 ET0482.No vertical observational check was made to the station.
 ET0482.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0482.was located on a no-check spur therefore a value was not computed.
 ET0482
 ET0482.The geoid height was determined by GEOID03.
 ET0482
 ET0482.The dynamic height is computed by dividing the NAVD 88
 ET0482.geopotential number by the normal gravity value computed on the
 ET0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0482.degrees latitude (g = 980.6199 gals.).
 ET0482
 ET0482.The modeled gravity was interpolated from observed gravity values.
 ET0482
 ET0482;                    North         East    Units  Estimated Accuracy
 ET0482;SPC AZ C     -   430,860.      129,970.      MT  (+/- 180 meters Scaled)
 ET0482
 ET0482                          SUPERSEDED SURVEY CONTROL
 ET0482
 ET0482  NGVD 29 (??/??/92) 1639.044  (m)         5377.43   (f) ADJ UNCH    2 0
 ET0482
 ET0482.Superseded values are not recommended for survey control.
 ET0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0482.See file dsdata.txt to determine how the superseded data were derived.
 ET0482
 ET0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD328614(NAD 83)
 ET0482_MARKER: DD = SURVEY DISK
 ET0482_SETTING: 66 = SET IN ROCK OUTCROP
 ET0482_SP_SET: MALAPAIS
 ET0482_STAMPING: G 103 1935
 ET0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0482+STABILITY: POSITION/ELEVATION WELL
 ET0482
 ET0482  HISTORY     - Date     Condition        Report By
 ET0482  HISTORY     - 1935     MONUMENTED       USFS
 ET0482  HISTORY     - 1935     GOOD             NGS
 ET0482
 ET0482                          STATION DESCRIPTION
 ET0482
 ET0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0482'3.5 MI SE FROM WALNUT CREEK R S.
 ET0482'3.5 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY 99 FT. S.
 ET0482'CENTER LINE OF ROAD IN ROCK 3 FT. X 1 FT. X 8 IN. HIGH. NOTE-- DISC
 ET0482'SLANTS. 4 DEG WITH HORIZONTAL AND HIGHEST POINT WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0487 ***********************************************************************
 DU0487  DESIGNATION -  G 107
 DU0487  PID         -  DU0487
 DU0487  STATE/COUNTY-  AZ/PINAL
 DU0487  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0487
 DU0487                         *CURRENT SURVEY CONTROL
 DU0487  ___________________________________________________________________
 DU0487* NAD 83(1986)-  33 18 13.     (N)    111 24 06.     (W)     SCALED    
 DU0487* NAVD 88     -       560.62   (+/-2cm)    1839.3    (feet)  VERTCON   
 DU0487  ___________________________________________________________________
 DU0487  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0487
 DU0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0487
 DU0487.The horizontal coordinates were scaled from a topographic map and have
 DU0487.an estimated accuracy of +/- 6 seconds.
 DU0487
 DU0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0487.The vertical order pertains to the NGVD 29 superseded value.
 DU0487
 DU0487.The geoid height was determined by GEOID03.
 DU0487
 DU0487;                    North         East    Units  Estimated Accuracy
 DU0487;SPC AZ C     -   255,540.      261,320.      MT  (+/- 180 meters Scaled)
 DU0487
 DU0487                          SUPERSEDED SURVEY CONTROL
 DU0487
 DU0487  NGVD 29 (??/??/92)  560.086  (m)         1837.55   (f) ADJ UNCH    2 0
 DU0487
 DU0487.Superseded values are not recommended for survey control.
 DU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0487.See file dsdata.txt to determine how the superseded data were derived.
 DU0487
 DU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB626850(NAD 83)
 DU0487_MARKER: DB = BENCH MARK DISK
 DU0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0487_STAMPING: G 107 1935
 DU0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0487+STABILITY: SURFACE MOTION
 DU0487
 DU0487  HISTORY     - Date     Condition        Report By
 DU0487  HISTORY     - 1935     MONUMENTED       CGS
 DU0487
 DU0487                          STATION DESCRIPTION
 DU0487
 DU0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0487'7.2 MI NW FROM FLORENCE JUNCTION.
 DU0487'7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.4
 DU0487'MILE EAST OF THE POINT WHERE A LINE OF TELEGRAPH POLES CROSSES THE
 DU0487'HIGHWAY, 225 FEET WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, ON THE
 DU0487'TOP OF A SMALL KNOLL, AND 56 FEET SOUTH OF THE CENTERLINE OF THE
 DU0487'HIGHWAY.  A STANDARD DISK, STAMPED G 107 1935 AND SET IN THE TOP OF A
 DU0487'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0387 ***********************************************************************
 DA0387  DESIGNATION -  G 109
 DA0387  PID         -  DA0387
 DA0387  STATE/COUNTY-  AZ/PIMA
 DA0387  USGS QUAD   -  BATES WELL (1990)
 DA0387
 DA0387                         *CURRENT SURVEY CONTROL
 DA0387  ___________________________________________________________________
 DA0387* NAD 83(1986)-  32 12 08.     (N)    112 54 16.     (W)     SCALED    
 DA0387* NAVD 88     -       453.46   (+/-2cm)    1487.7    (feet)  VERTCON   
 DA0387  ___________________________________________________________________
 DA0387  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0387
 DA0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0387
 DA0387.The horizontal coordinates were scaled from a topographic map and have
 DA0387.an estimated accuracy of +/- 6 seconds.
 DA0387
 DA0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0387.The vertical order pertains to the NGVD 29 superseded value.
 DA0387
 DA0387.The geoid height was determined by GEOID03.
 DA0387
 DA0387;                    North         East    Units  Estimated Accuracy
 DA0387;SPC AZ C     -   133,720.      120,240.      MT  (+/- 180 meters Scaled)
 DA0387
 DA0387                          SUPERSEDED SURVEY CONTROL
 DA0387
 DA0387  NGVD 29 (??/??/92)  452.771  (m)         1485.47   (f) ADJ UNCH    2 0
 DA0387
 DA0387.Superseded values are not recommended for survey control.
 DA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0387.See file dsdata.txt to determine how the superseded data were derived.
 DA0387
 DA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA204644(NAD 83)
 DA0387_MARKER: DB = BENCH MARK DISK
 DA0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0387_STAMPING: G 109 1935
 DA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0387+STABILITY: SURFACE MOTION
 DA0387
 DA0387  HISTORY     - Date     Condition        Report By
 DA0387  HISTORY     - 1935     MONUMENTED       CGS
 DA0387  HISTORY     - 1952     GOOD             NGS
 DA0387
 DA0387                          STATION DESCRIPTION
 DA0387
 DA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0387'14.8 MI S FROM AJO.
 DA0387'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0387'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILE EAST ALONG
 DA0387'HIGHWAY 86 TO THE JUNCTION OF A ROAD LEADING SOUTH TO DARBY WELL,
 DA0387'THENCE 12.75 MILES SOUTHWEST AND SOUTH ALONG DARBY WELL AND BATES WELL
 DA0387'ROAD, 0.15 MILE NORTH OF THE CATTLE GUARD FOR THE ORGAN PIPE CACTUS
 DA0387'NATIONAL MONUMENT, 305 FEET EAST OF THE CENTER LINE OF THE NEW ROAD,
 DA0387'30 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 1.5 FEET
 DA0387'NORTH OF THE WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE NEW
 DA0387'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0387'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0722 ***********************************************************************
 ET0722  DESIGNATION -  G 11
 ET0722  PID         -  ET0722
 ET0722  STATE/COUNTY-  AZ/MOHAVE
 ET0722  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0722
 ET0722                         *CURRENT SURVEY CONTROL
 ET0722  ___________________________________________________________________
 ET0722* NAD 83(1992)-  34 44 51.73981(N)    113 56 55.22292(W)     ADJUSTED  
 ET0722* NAVD 88     -       931.81   (+/-2cm)    3057.1    (feet)  VERTCON   
 ET0722  ___________________________________________________________________
 ET0722  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 ET0722  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 ET0722
 ET0722  HORZ ORDER  -  SECOND
 ET0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0722
 ET0722.The horizontal coordinates were established by classical geodetic methods
 ET0722.and adjusted by the National Geodetic Survey in August 1993..
 ET0722
 ET0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0722.The vertical order pertains to the NGVD 29 superseded value.
 ET0722
 ET0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0722
 ET0722.The geoid height was determined by GEOID03.
 ET0722
 ET0722;                    North         East     Units Scale Factor Converg.
 ET0722;SPC AZ W     -   415,619.731   195,169.211   MT  0.99993741   -0 06 47.7
 ET0722;SPC AZ W     - 1,363,581.79    640,318.93   iFT  0.99993741   -0 06 47.7
 ET0722;UTM  12      - 3,849,026.198   230,063.366   MT  1.00049819   -1 40 54.0
 ET0722;UTM  11      - 3,849,307.000   779,337.183   MT  1.00056185   +1 44 25.0
 ET0722
 ET0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0722!SPC AZ W     -   0.99985836  x   0.99993741  =   0.99979578
 ET0722!UTM  12      -   0.99985836  x   1.00049819  =   1.00035648
 ET0722!UTM  11      -   0.99985836  x   1.00056185  =   1.00042013
 ET0722
 ET0722:                Primary Azimuth Mark                     Grid Az
 ET0722:SPC AZ W     -  G 11 AZ MK                               158 56 13.3
 ET0722:UTM  12      -  G 11 AZ MK                               160 30 19.6
 ET0722:UTM  11      -  G 11 AZ MK                               157 05 00.6
 ET0722
 ET0722|---------------------------------------------------------------------|
 ET0722| PID    Reference Object                     Distance      Geod. Az  |
 ET0722|                                                           dddmmss.s |
 ET0722| CH2703 G 11 AZ MK                                         1584925.6 |
 ET0722| CH2704 G 11 RM 1                             6.876 METERS 18939     |
 ET0722| CH2705 G 11 RM 2                             7.004 METERS 28502     |
 ET0722| EU0913 YUCCA AIRPORT WATER TANK            APPROX.22.3 KM 3112618.5 |
 ET0722|---------------------------------------------------------------------|
 ET0722
 ET0722                          SUPERSEDED SURVEY CONTROL
 ET0722
 ET0722  NAD 83(1986)-  34 44 51.74043(N)    113 56 55.23165(W) AD(       ) 2
 ET0722  NAD 27      -  34 44 51.71000(N)    113 56 52.43000(W) AD(       ) 2
 ET0722  NGVD 29 (??/??/92)  931.020  (m)         3054.52   (f) ADJ UNCH    1 2
 ET0722
 ET0722.Superseded values are not recommended for survey control.
 ET0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0722.See file dsdata.txt to determine how the superseded data were derived.
 ET0722
 ET0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3006349026(NAD 83)
 ET0722_MARKER: DB = BENCH MARK DISK
 ET0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0722_STAMPING: 3054.521 G 11 1927
 ET0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0722+STABILITY: SURFACE MOTION
 ET0722
 ET0722  HISTORY     - Date     Condition        Report By
 ET0722  HISTORY     - 1945     MONUMENTED       CGS
 ET0722  HISTORY     - 1945     GOOD             NGS
 ET0722  HISTORY     - 1955     GOOD             CGS
 ET0722
 ET0722                          STATION DESCRIPTION
 ET0722
 ET0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET0722'STATION IS LOCATED ABOUT 21 MILES W OF WIKIEUP, ABOUT 14 MILES
 ET0722'SE OF YUCCA, ABOUT 5 MILES W OF THE NEAL RANCH, ON THE S SIDE
 ET0722'OF ROAD IN THE DESERT FLATS.
 ET0722'
 ET0722'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 ET0722'STAMPED 3054.521 G 11 1927.  IT IS 21 FEET S OF THE CENTER LINE
 ET0722'OF GRADED ROAD AND 6.2 FEET S OF A 4- BY 4-INCH WHITE POST.
 ET0722'
 ET0722'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0722'BM G 11 NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET0722'STATION MARK.
 ET0722'
 ET0722'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 ET0722'STAMPED BM G 11 NO 2 1945.  IT IS AT ABOUT THE SAME ELEVATION
 ET0722'AS THE STATION MARK.
 ET0722'
 ET0722'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET0722'A LARGE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND
 ET0722'IS STAMPED BM G 11 1945.  IT IS LOCATED AT THE BASE OF THE
 ET0722'SMALL HILL WHICH LIES E OF THE HIGHER HILL S OF THE STATION
 ET0722'AND IS ABOUT 15 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS POST.
 ET0722'
 ET0722'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON THE
 ET0722'GRADED GRAVEL SIGNAL ROAD FOR 2.6 MILES, KEEP RIGHT FORK AND
 ET0722'CONTINUE 9.6 MILES TO A ROAD LEFT.  TURN LEFT OFF THE SIGNAL
 ET0722'ROAD AND GO 2.8 MILES TO THE STATION ON THE RIGHT.
 ET0722
 ET0722                          STATION RECOVERY (1945)
 ET0722
 ET0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 ET0722'14.8 MI SE FROM YUCCA.
 ET0722'14.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0722'POST OFFICE AT YUCCA, MOHAVE COUNTY, 5 MILES WEST OF THE NEAL RANCH,
 ET0722'3/4 MILE SOUTHEAST OF THE CROSSING OF A WIDE WASH, 37 FEET SOUTHEAST
 ET0722'OF A CEDAR BUSH AT THE SOUTH EDGE OF THE ROAD, 17.5 FEET NORTHEAST OF
 ET0722'ANOTHER CEDAR BUSH SOUTH OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE
 ET0722'OF THE ROAD, AND 6.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 ET0722'STANDARD DISK, STAMPED 3054.521 G 11 1927 AND SET IN THE TOP OF A
 ET0722'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0722
 ET0722                          STATION RECOVERY (1955)
 ET0722
 ET0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET0722'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET0722'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET0722'
 ET0722'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 ET0722'
 ET0722'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0430 ***********************************************************************
 DA0430  DESIGNATION -  G 110
 DA0430  PID         -  DA0430
 DA0430  STATE/COUNTY-  AZ/PIMA
 DA0430  USGS QUAD   -  ARMENTA WELL (1990)
 DA0430
 DA0430                         *CURRENT SURVEY CONTROL
 DA0430  ___________________________________________________________________
 DA0430* NAD 83(1986)-  32 08 35.     (N)    112 52 30.     (W)     SCALED    
 DA0430* NAVD 88     -       456.84   (+/-2cm)    1498.8    (feet)  VERTCON   
 DA0430  ___________________________________________________________________
 DA0430  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DA0430
 DA0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0430
 DA0430.The horizontal coordinates were scaled from a topographic map and have
 DA0430.an estimated accuracy of +/- 6 seconds.
 DA0430
 DA0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0430.The vertical order pertains to the NGVD 29 superseded value.
 DA0430
 DA0430.The geoid height was determined by GEOID03.
 DA0430
 DA0430;                    North         East    Units  Estimated Accuracy
 DA0430;SPC AZ C     -   127,130.      122,950.      MT  (+/- 180 meters Scaled)
 DA0430
 DA0430                          SUPERSEDED SURVEY CONTROL
 DA0430
 DA0430  NGVD 29 (??/??/92)  456.14   (m)         1496.5    (f) COMPUTED    2 0
 DA0430
 DA0430.Superseded values are not recommended for survey control.
 DA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0430.See file dsdata.txt to determine how the superseded data were derived.
 DA0430
 DA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA231578(NAD 83)
 DA0430_MARKER: DB = BENCH MARK DISK
 DA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0430_STAMPING: G 110 1935
 DA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0430+STABILITY: SURFACE MOTION
 DA0430
 DA0430  HISTORY     - Date     Condition        Report By
 DA0430  HISTORY     - 1935     MONUMENTED       CGS
 DA0430  HISTORY     - 1952     GOOD             NGS
 DA0430
 DA0430                          STATION DESCRIPTION
 DA0430
 DA0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0430'27.7 MI S FROM AJO.
 DA0430'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0430'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0430'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0430'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0430'INTERSECTION, THENCE 0.85 MILE SOUTH ALONG A DIM TRACK ROAD LEADING TO
 DA0430'QUITOVOQUITO, 0.85 MILE SOUTH OF RM R 21 (USGS) AT A ROAD
 DA0430'INTERSECTION, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 DA0430'SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 DA0430'SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0139 ***********************************************************************
 GQ0139  DESIGNATION -  G 111
 GQ0139  PID         -  GQ0139
 GQ0139  STATE/COUNTY-  AZ/MOHAVE
 GQ0139  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0139
 GQ0139                         *CURRENT SURVEY CONTROL
 GQ0139  ___________________________________________________________________
 GQ0139* NAD 83(1986)-  36 50 12.     (N)    113 59 16.     (W)     SCALED    
 GQ0139* NAVD 88     -       527.143  (meters)    1729.47   (feet)  POSTED    
 GQ0139  ___________________________________________________________________
 GQ0139  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GQ0139  DYNAMIC HT  -         526.610 (meters)    1727.72  (feet)  COMP
 GQ0139  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 GQ0139
 GQ0139  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GQ0139
 GQ0139.The horizontal coordinates were scaled from a topographic map and have
 GQ0139.an estimated accuracy of +/- 6 seconds.
 GQ0139
 GQ0139.The orthometric height was determined by differential leveling
 GQ0139.and adjusted by the National Geodetic Survey in 1992..
 GQ0139.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GQ0139.rate of 2.1 thru 3.0 mm/km.
 GQ0139
 GQ0139.The geoid height was determined by GEOID03.
 GQ0139
 GQ0139.The dynamic height is computed by dividing the NAVD 88
 GQ0139.geopotential number by the normal gravity value computed on the
 GQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0139.degrees latitude (g = 980.6199 gals.).
 GQ0139
 GQ0139.The modeled gravity was interpolated from observed gravity values.
 GQ0139
 GQ0139;                    North         East    Units  Estimated Accuracy
 GQ0139;SPC AZ W     -   647,390.      192,150.      MT  (+/- 180 meters Scaled)
 GQ0139
 GQ0139                          SUPERSEDED SURVEY CONTROL
 GQ0139
 GQ0139  NGVD 29 (??/??/92)  526.420  (m)         1727.10   (f) ADJ UNCH    1 1
 GQ0139
 GQ0139.Superseded values are not recommended for survey control.
 GQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0139.See file dsdata.txt to determine how the superseded data were derived.
 GQ0139
 GQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF335809(NAD 83)
 GQ0139_MARKER: DB = BENCH MARK DISK
 GQ0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0139_SP_SET: CULVERT
 GQ0139_STAMPING: G 111 1935
 GQ0139_MARK LOGO: CGS   
 GQ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0139
 GQ0139  HISTORY     - Date     Condition        Report By
 GQ0139  HISTORY     - 1935     MONUMENTED       CGS
 GQ0139  HISTORY     - 1960     GOOD             NGS
 GQ0139  HISTORY     - 1979     GOOD             USGS
 GQ0139  HISTORY     - 1982     GOOD             NGS
 GQ0139
 GQ0139                          STATION DESCRIPTION
 GQ0139
 GQ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0139'5.4 MI NE FROM MESQUITE, NV.
 GQ0139'IN MOHAVE COUNTY, ARIZONA, 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 91
 GQ0139'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, AT A LARGE
 GQ0139'DOUBLE CONCRETE-BOX CULVERT, IN THE TOP OF THE EAST HEADWALL, 20 FEET
 GQ0139'EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF THE SOUTH END
 GQ0139'OF THE HEADWALL, AND ABOUT 9 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GQ0139'DISK, STAMPED G 111 1935.
 GQ0139
 GQ0139                          STATION RECOVERY (1979)
 GQ0139
 GQ0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0139'4.95 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0139'ON INTERSTATE HIGHWAY 15. AT A LARGE DOUBLE CONCRETE BOX CULVERT, IN
 GQ0139'THE TOP OF THE EAST HEADWALL, 20 FEET EAST OF THE CENTERLINE OF THE
 GQ0139'OLD HIGHWAY, 6 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT
 GQ0139'9 FEET LOWER THAN THE HIGHWAY. A STANDARD USC AND GS BRONZE DISK,
 GQ0139'STAMPED G 111 1935.
 GQ0139
 GQ0139                          STATION RECOVERY (1982)
 GQ0139
 GQ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0139'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0139'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0139'MESQUITE, THENCE 8.1 KM (5.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0139'IN TOP OF THE SOUTH END OF THE EAST HEADWALL FOR THE DOUBLE CHANNEL
 GQ0139'BRIDGE OVER COON CREEK DRY WASH, 6.1 METERS (20 FT) EAST OF THE
 GQ0139'HIGHWAY CENTERLINE.  NOTE--DUE TO SAFETY REASONS THIS MARK WILL NOT BE
 GQ0139'INCLUDED IN THE RELEVELING PROGRAM.
 GQ0139'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0715 ***********************************************************************
 CZ0715  DESIGNATION -  G 112
 CZ0715  PID         -  CZ0715
 CZ0715  STATE/COUNTY-  AZ/PIMA
 CZ0715  USGS QUAD   -  AVRA (1992)
 CZ0715
 CZ0715                         *CURRENT SURVEY CONTROL
 CZ0715  ___________________________________________________________________
 CZ0715* NAD 83(1986)-  32 17 55.     (N)    111 09 33.     (W)     SCALED    
 CZ0715* NAVD 88     -       847.69   (+/-2cm)    2781.1    (feet)  VERTCON   
 CZ0715  ___________________________________________________________________
 CZ0715  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0715
 CZ0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0715
 CZ0715.The horizontal coordinates were scaled from a topographic map and have
 CZ0715.an estimated accuracy of +/- 6 seconds.
 CZ0715
 CZ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0715.The vertical order pertains to the NGVD 29 superseded value.
 CZ0715
 CZ0715.The geoid height was determined by GEOID03.
 CZ0715
 CZ0715;                    North         East    Units  Estimated Accuracy
 CZ0715;SPC AZ C     -   144,230.      284,700.      MT  (+/- 180 meters Scaled)
 CZ0715
 CZ0715                          SUPERSEDED SURVEY CONTROL
 CZ0715
 CZ0715  NGVD 29 (??/??/92)  847.00   (m)         2778.9    (f) COMPUTED    2 0
 CZ0715
 CZ0715.Superseded values are not recommended for survey control.
 CZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0715.See file dsdata.txt to determine how the superseded data were derived.
 CZ0715
 CZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA850735(NAD 83)
 CZ0715_MARKER: DB = BENCH MARK DISK
 CZ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0715_STAMPING: G 112 1935
 CZ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0715+STABILITY: SURFACE MOTION
 CZ0715
 CZ0715  HISTORY     - Date     Condition        Report By
 CZ0715  HISTORY     - 1935     MONUMENTED       CGS
 CZ0715  HISTORY     - 1967     GOOD             USGS
 CZ0715
 CZ0715                          STATION DESCRIPTION
 CZ0715
 CZ0715'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0715'7.2 MI SW FROM CORTARO.
 CZ0715'7.2 MILES SOUTHWEST OF CORTARO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0715'REACHED FROM THE POST OFFICE AND STORE BY GOING 1.8 MILE SOUTHWEST
 CZ0715'ALONG CORTARO ROAD, THENCE 5.4 MILES WEST AND SOUTHWEST ALONG KINNEY
 CZ0715'ROAD.  IT IS 21.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.2
 CZ0715'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN
 CZ0715'THE ROAD.  A STANDARD DISK, STAMPED G 112 1935 AND SET IN THE TOP OF A
 CZ0715'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0410 ***********************************************************************
 CG0410  DESIGNATION -  G 113 RESET
 CG0410  PID         -  CG0410
 CG0410  STATE/COUNTY-  AZ/PIMA
 CG0410  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0410
 CG0410                         *CURRENT SURVEY CONTROL
 CG0410  ___________________________________________________________________
 CG0410* NAD 83(1986)-  31 55 56.     (N)    111 23 27.     (W)     SCALED    
 CG0410* NAVD 88     -       866.90   (+/-2cm)    2844.2    (feet)  VERTCON   
 CG0410  ___________________________________________________________________
 CG0410  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0410
 CG0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0410
 CG0410.The horizontal coordinates were scaled from a topographic map and have
 CG0410.an estimated accuracy of +/- 6 seconds.
 CG0410
 CG0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0410.The vertical order pertains to the NGVD 29 superseded value.
 CG0410
 CG0410.The geoid height was determined by GEOID03.
 CG0410
 CG0410;                    North         East    Units  Estimated Accuracy
 CG0410;SPC AZ C     -   103,470.      263,080.      MT  (+/- 180 meters Scaled)
 CG0410
 CG0410                          SUPERSEDED SURVEY CONTROL
 CG0410
 CG0410  NGVD 29 (??/??/92)  866.180  (m)         2841.79   (f) ADJ UNCH    2 0
 CG0410
 CG0410.Superseded values are not recommended for survey control.
 CG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0410.See file dsdata.txt to determine how the superseded data were derived.
 CG0410
 CG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA630329(NAD 83)
 CG0410_MARKER: DB = BENCH MARK DISK
 CG0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0410_STAMPING: G 113 1935 RESET 1951 WBT DOT
 CG0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0410+STABILITY: SURFACE MOTION
 CG0410
 CG0410  HISTORY     - Date     Condition        Report By
 CG0410  HISTORY     - 1951     MONUMENTED       CGS
 CG0410  HISTORY     - 1974     GOOD             USGS
 CG0410  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0410
 CG0410                          STATION DESCRIPTION
 CG0410
 CG0410'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0410'11.35 MI S FROM THREE POINTS.
 CG0410'11.35 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0410'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 0.15 MILE NORTH OF HERE A
 CG0410'POWER LINE CROSSED A GRAVEL ROAD LEADING SOUTH TO SASABE, 63 FEET WEST
 CG0410'OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF THE WITNESS POST, 2.4
 CG0410'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0410'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CG0410
 CG0410                          STATION RECOVERY (2001)
 CG0410
 CG0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0849 ***********************************************************************
 CZ0849  DESIGNATION -  G 114
 CZ0849  PID         -  CZ0849
 CZ0849  STATE/COUNTY-  AZ/PIMA
 CZ0849  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0849
 CZ0849                         *CURRENT SURVEY CONTROL
 CZ0849  ___________________________________________________________________
 CZ0849* NAD 83(1986)-  32 00 57.     (N)    111 04 32.     (W)     SCALED    
 CZ0849* NAVD 88     -       970.80   (+/-2cm)    3185.0    (feet)  VERTCON   
 CZ0849  ___________________________________________________________________
 CZ0849  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0849
 CZ0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0849
 CZ0849.The horizontal coordinates were scaled from a topographic map and have
 CZ0849.an estimated accuracy of +/- 6 seconds.
 CZ0849
 CZ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0849.The vertical order pertains to the NGVD 29 superseded value.
 CZ0849
 CZ0849.The geoid height was determined by GEOID03.
 CZ0849
 CZ0849;                    North         East    Units  Estimated Accuracy
 CZ0849;SPC AZ C     -   112,930.      292,820.      MT  (+/- 180 meters Scaled)
 CZ0849
 CZ0849                          SUPERSEDED SURVEY CONTROL
 CZ0849
 CZ0849  NGVD 29 (??/??/92)  970.089  (m)         3182.70   (f) ADJ UNCH    2 0
 CZ0849
 CZ0849.Superseded values are not recommended for survey control.
 CZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0849.See file dsdata.txt to determine how the superseded data were derived.
 CZ0849
 CZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA928421(NAD 83)
 CZ0849_MARKER: DB = BENCH MARK DISK
 CZ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0849_STAMPING: G 114 1935
 CZ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0849+STABILITY: SURFACE MOTION
 CZ0849
 CZ0849  HISTORY     - Date     Condition        Report By
 CZ0849  HISTORY     - 1935     MONUMENTED       CGS
 CZ0849  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0849
 CZ0849                          STATION DESCRIPTION
 CZ0849
 CZ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0849'3.4 MI N FROM SAN XAVIER.
 CZ0849'3.4 MILES NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY 0.3
 CZ0849'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, AND 28 FEET
 CZ0849'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 114
 CZ0849'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0849
 CZ0849                          STATION RECOVERY (2006)
 CZ0849
 CZ0849'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0849'MARK NOT FOUND.  UNDER SHOULDER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0485 ***********************************************************************
 CG0485  DESIGNATION -  G 115
 CG0485  PID         -  CG0485
 CG0485  STATE/COUNTY-  AZ/PIMA
 CG0485  USGS QUAD   -  STEVENS MTN (1982)
 CG0485
 CG0485                         *CURRENT SURVEY CONTROL
 CG0485  ___________________________________________________________________
 CG0485* NAD 83(1986)-  31 58 19.     (N)    111 16 53.     (W)     SCALED    
 CG0485* NAVD 88     -      1061.10   (+/-2cm)    3481.3    (feet)  VERTCON   
 CG0485  ___________________________________________________________________
 CG0485  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CG0485
 CG0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0485
 CG0485.The horizontal coordinates were scaled from a topographic map and have
 CG0485.an estimated accuracy of +/- 6 seconds.
 CG0485
 CG0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0485.The vertical order pertains to the NGVD 29 superseded value.
 CG0485
 CG0485.The geoid height was determined by GEOID03.
 CG0485
 CG0485;                    North         East    Units  Estimated Accuracy
 CG0485;SPC AZ C     -   107,930.      273,400.      MT  (+/- 180 meters Scaled)
 CG0485
 CG0485                          SUPERSEDED SURVEY CONTROL
 CG0485
 CG0485  NGVD 29 (??/??/92) 1060.342  (m)         3478.81   (f) ADJ UNCH    2 0
 CG0485
 CG0485.Superseded values are not recommended for survey control.
 CG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0485.See file dsdata.txt to determine how the superseded data were derived.
 CG0485
 CG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA734373(NAD 83)
 CG0485_MARKER: DB = BENCH MARK DISK
 CG0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0485_STAMPING: G 115 1935
 CG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0485+STABILITY: SURFACE MOTION
 CG0485
 CG0485  HISTORY     - Date     Condition        Report By
 CG0485  HISTORY     - 1935     MONUMENTED       CGS
 CG0485  HISTORY     - 1942     GOOD             NGS
 CG0485  HISTORY     - 1975     GOOD             USGS
 CG0485
 CG0485                          STATION DESCRIPTION
 CG0485
 CG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CG0485'5 MI SW FROM THREE POINTS.
 CG0485'5.5 MILES SOUTHEAST ALONG THE SOTO RANCH ROAD FROM THE JUNCTION OF THE
 CG0485'SASABE ROAD ABOUT 5 MILES SOUTHWEST OF THREE POINTS, 2.0 MILES
 CG0485'NORTHWEST OF THE JUNCTION OF THE YELLOW BIRD MINE ROAD, 0.7 MILE
 CG0485'NORTHWEST OF A FORK OF THE ROAD, 275 FEET SOUTHEAST OF THE RUINS OF AN
 CG0485'ADOBE HOUSE, 0.2 MILE SOUTHWEST OF THE ROAD, AND IN THE NORTHWEST
 CG0485'CORNER OF SECTION 12, T17S, R10E.  A STANDARD DISK, STAMPED G 115 1935
 CG0485'AND SET IN THE TOP OF A CONCRETE POST.
 CG0485
 CG0485                          STATION RECOVERY (1975)
 CG0485
 CG0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0485'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.
 CG0485'8.75 MI S. ALONG SIERRITA MTN. RD. TO PHILLIPS RD. 0.95 MI W. ALONG
 CG0485'PHILLIPS RD. 300 FT S. OF CENTERLINE OF RD., 258 FT E. OF GARVEY RD.
 CG0485'SET IN TOP OF CONCRETE POST. NGS DISK STAMPED G 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0671 ***********************************************************************
 FS0671  DESIGNATION -  G 116
 FS0671  PID         -  FS0671
 FS0671  STATE/COUNTY-  AZ/MOHAVE
 FS0671  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0671
 FS0671                         *CURRENT SURVEY CONTROL
 FS0671  ___________________________________________________________________
 FS0671* NAD 83(1986)-  35 29 34.     (N)    114 30 43.     (W)     SCALED    
 FS0671* NAVD 88     -      1025.605  (meters)    3364.84   (feet)  POSTED    
 FS0671  ___________________________________________________________________
 FS0671  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FS0671  DYNAMIC HT  -        1024.430 (meters)    3360.98  (feet)  COMP
 FS0671  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 FS0671
 FS0671  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0671
 FS0671.The horizontal coordinates were scaled from a topographic map and have
 FS0671.an estimated accuracy of +/- 6 seconds.
 FS0671
 FS0671.The orthometric height was determined by differential leveling
 FS0671.and adjusted by the National Geodetic Survey in 1992..
 FS0671.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0671.rate of 0.0 thru 1.0 mm/km.
 FS0671
 FS0671.The geoid height was determined by GEOID03.
 FS0671
 FS0671.The dynamic height is computed by dividing the NAVD 88
 FS0671.geopotential number by the normal gravity value computed on the
 FS0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0671.degrees latitude (g = 980.6199 gals.).
 FS0671
 FS0671.The modeled gravity was interpolated from observed gravity values.
 FS0671
 FS0671;                    North         East    Units  Estimated Accuracy
 FS0671;SPC AZ W     -   498,520.      144,230.      MT  (+/- 180 meters Scaled)
 FS0671
 FS0671                          SUPERSEDED SURVEY CONTROL
 FS0671
 FS0671  NGVD 29 (??/??/92) 1024.810  (m)         3362.23   (f) ADJ UNCH    1 2
 FS0671
 FS0671.Superseded values are not recommended for survey control.
 FS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0671.See file dsdata.txt to determine how the superseded data were derived.
 FS0671
 FS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV256305(NAD 83)
 FS0671_MARKER: DB = BENCH MARK DISK
 FS0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0671_STAMPING: G 116 1935
 FS0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0671+STABILITY: SURFACE MOTION
 FS0671
 FS0671  HISTORY     - Date     Condition        Report By
 FS0671  HISTORY     - 1935     MONUMENTED       CGS
 FS0671  HISTORY     - 1950     GOOD             NGS
 FS0671
 FS0671                          STATION DESCRIPTION
 FS0671
 FS0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0671'18.7 MI W FROM GRASSHOPPER JUNCTION.
 FS0671'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0671'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 11.3 MILES WEST
 FS0671'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0671'27 YARDS EAST OF THE SOUTHWEST END OF A RIDGE, 46 FEET NORTHEAST
 FS0671'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE APPROXIMATE
 FS0671'CENTER OF A DRY WASH, 2.6 FEET WEST OF A WITNESS POST, ABOUT 1
 FS0671'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0671'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0670 ***********************************************************************
 FS0670  DESIGNATION -  G 116 A
 FS0670  PID         -  FS0670
 FS0670  STATE/COUNTY-  AZ/MOHAVE
 FS0670  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0670
 FS0670                         *CURRENT SURVEY CONTROL
 FS0670  ___________________________________________________________________
 FS0670* NAD 83(1986)-  35 29 59.     (N)    114 31 11.     (W)     SCALED    
 FS0670* NAVD 88     -       926.383  (meters)    3039.31   (feet)  POSTED    
 FS0670  ___________________________________________________________________
 FS0670  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FS0670  DYNAMIC HT  -         925.340 (meters)    3035.89  (feet)  COMP
 FS0670  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 FS0670
 FS0670  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0670
 FS0670.The horizontal coordinates were scaled from a topographic map and have
 FS0670.an estimated accuracy of +/- 6 seconds.
 FS0670
 FS0670.The orthometric height was determined by differential leveling
 FS0670.and adjusted by the National Geodetic Survey in 1992..
 FS0670.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0670.rate of 1.1 thru 2.0 mm/km.
 FS0670
 FS0670.The geoid height was determined by GEOID03.
 FS0670
 FS0670.The dynamic height is computed by dividing the NAVD 88
 FS0670.geopotential number by the normal gravity value computed on the
 FS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0670.degrees latitude (g = 980.6199 gals.).
 FS0670
 FS0670.The modeled gravity was interpolated from observed gravity values.
 FS0670
 FS0670;                    North         East    Units  Estimated Accuracy
 FS0670;SPC AZ W     -   499,300.      143,530.      MT  (+/- 180 meters Scaled)
 FS0670
 FS0670                          SUPERSEDED SURVEY CONTROL
 FS0670
 FS0670  NGVD 29 (??/??/92)  925.603  (m)         3036.75   (f) ADJ UNCH    1 2
 FS0670
 FS0670.Superseded values are not recommended for survey control.
 FS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0670.See file dsdata.txt to determine how the superseded data were derived.
 FS0670
 FS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV249312(NAD 83)
 FS0670_MARKER: DB = BENCH MARK DISK
 FS0670_SETTING: 66 = SET IN ROCK OUTCROP
 FS0670_SP_SET: ROCK CLIFF
 FS0670_STAMPING: G 116 A 1935
 FS0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0670+STABILITY: POSITION/ELEVATION WELL
 FS0670
 FS0670  HISTORY     - Date     Condition        Report By
 FS0670  HISTORY     - 1935     MONUMENTED       CGS
 FS0670  HISTORY     - 1950     GOOD             NGS
 FS0670
 FS0670                          STATION DESCRIPTION
 FS0670
 FS0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0670'19.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0670'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0670'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 11.9 MILES WEST
 FS0670'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.1
 FS0670'MILE SOUTHEAST OF A ROAD LEADING NORTH, IN THE TOP OF A LARGE
 FS0670'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 35 1/2 FEET SOUTHWEST
 FS0670'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF THE BASE OF
 FS0670'A ROCK CLIFF, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0514 ***********************************************************************
 CG0514  DESIGNATION -  G 117
 CG0514  PID         -  CG0514
 CG0514  STATE/COUNTY-  AZ/PIMA
 CG0514  USGS QUAD   -  CERRO COLORADO (1982)
 CG0514
 CG0514                         *CURRENT SURVEY CONTROL
 CG0514  ___________________________________________________________________
 CG0514* NAD 83(1986)-  31 39 53.     (N)    111 15 21.     (W)     SCALED    
 CG0514* NAVD 88     -      1106.39   (+/-2cm)    3629.9    (feet)  VERTCON   
 CG0514  ___________________________________________________________________
 CG0514  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CG0514
 CG0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0514
 CG0514.The horizontal coordinates were scaled from a topographic map and have
 CG0514.an estimated accuracy of +/- 6 seconds.
 CG0514
 CG0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0514.The vertical order pertains to the NGVD 29 superseded value.
 CG0514
 CG0514.The geoid height was determined by GEOID03.
 CG0514
 CG0514;                    North         East    Units  Estimated Accuracy
 CG0514;SPC AZ C     -    73,880.      276,030.      MT  (+/- 180 meters Scaled)
 CG0514
 CG0514                          SUPERSEDED SURVEY CONTROL
 CG0514
 CG0514  NGVD 29 (??/??/92) 1105.572  (m)         3627.20   (f) ADJ UNCH    2 0
 CG0514
 CG0514.Superseded values are not recommended for survey control.
 CG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0514.See file dsdata.txt to determine how the superseded data were derived.
 CG0514
 CG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA757033(NAD 83)
 CG0514_MARKER: DB = BENCH MARK DISK
 CG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0514_STAMPING: G 117 1935
 CG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0514+STABILITY: SURFACE MOTION
 CG0514
 CG0514  HISTORY     - Date     Condition        Report By
 CG0514  HISTORY     - 1935     MONUMENTED       CGS
 CG0514  HISTORY     - 1952     GOOD             NGS
 CG0514  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0514
 CG0514                          STATION DESCRIPTION
 CG0514
 CG0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0514'9.4 MI NE FROM ARIVACA.
 CG0514'9.4 MILES NORTHEAST ALONG THE ARIVACA ROAD FROM THE SCHOOL AT ARIVACA,
 CG0514'AT THE TOP OF A SMALL KNOLL, ABOUT 118 YARDS WEST OF AN 18 INCH
 CG0514'GALVANIZED IRON CULVERT, 46 FEET NORTH OF THE CENTER LINE OF THE
 CG0514'ARIVACA ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CG0514'FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0514
 CG0514                          STATION RECOVERY (2001)
 CG0514
 CG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0514'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0531 ***********************************************************************
 CG0531  DESIGNATION -  G 118
 CG0531  PID         -  CG0531
 CG0531  STATE/COUNTY-  AZ/PIMA
 CG0531  USGS QUAD   -  WILBUR CANYON (1980)
 CG0531
 CG0531                         *CURRENT SURVEY CONTROL
 CG0531  ___________________________________________________________________
 CG0531* NAD 83(1986)-  31 36 09.     (N)    111 22 37.     (W)     SCALED    
 CG0531* NAVD 88     -      1078.78   (+/-2cm)    3539.3    (feet)  VERTCON   
 CG0531  ___________________________________________________________________
 CG0531  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CG0531
 CG0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0531
 CG0531.The horizontal coordinates were scaled from a topographic map and have
 CG0531.an estimated accuracy of +/- 6 seconds.
 CG0531
 CG0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0531.The vertical order pertains to the NGVD 29 superseded value.
 CG0531
 CG0531.The geoid height was determined by GEOID03.
 CG0531
 CG0531;                    North         East    Units  Estimated Accuracy
 CG0531;SPC AZ C     -    66,920.      264,570.      MT  (+/- 180 meters Scaled)
 CG0531
 CG0531                          SUPERSEDED SURVEY CONTROL
 CG0531
 CG0531  NGVD 29 (??/??/92) 1077.958  (m)         3536.60   (f) ADJ UNCH    2 0
 CG0531
 CG0531.Superseded values are not recommended for survey control.
 CG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0531.See file dsdata.txt to determine how the superseded data were derived.
 CG0531
 CG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV642964(NAD 83)
 CG0531_MARKER: DB = BENCH MARK DISK
 CG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0531_STAMPING: G 118 1935
 CG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0531+STABILITY: SURFACE MOTION
 CG0531
 CG0531  HISTORY     - Date     Condition        Report By
 CG0531  HISTORY     - 1935     MONUMENTED       CGS
 CG0531  HISTORY     - 1951     GOOD             NGS
 CG0531
 CG0531                          STATION DESCRIPTION
 CG0531
 CG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0531'4.25 MI NW FROM ARIVACA.
 CG0531'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0531'THENCE 3.9 MILES NORTHWEST ALONG THE MAIN ROAD, THENCE 0.25 MILE SOUTH
 CG0531'DOWN A RIDGE ON A DIM TRACK ROAD, AT AN OLD CONCRETE FOUNDATION, AND
 CG0531'ABOUT 800 FEET WEST OF A OLD ADOBE RUINS, 742 FEET SOUTHWEST OF THE
 CG0531'CENTER LINE OF THE MAIN ROAD AT A POINT WHERE THE ROAD DROPS TO A WASH
 CG0531'AND A FARM HOUSE.  2.2 FEET NORTHWEST OF THE WITNESS POST, AND ABOUT 4
 CG0531'FEET LOWER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0531'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0402 ***********************************************************************
 FS0402  DESIGNATION -  G 119
 FS0402  PID         -  FS0402
 FS0402  STATE/COUNTY-  AZ/MOHAVE
 FS0402  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0402
 FS0402                         *CURRENT SURVEY CONTROL
 FS0402  ___________________________________________________________________
 FS0402* NAD 83(1986)-  35 48 51.     (N)    114 29 19.     (W)     SCALED    
 FS0402* NAVD 88     -       679.297  (meters)    2228.66   (feet)  POSTED    
 FS0402  ___________________________________________________________________
 FS0402  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0402  DYNAMIC HT  -         678.580 (meters)    2226.31  (feet)  COMP
 FS0402  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 FS0402
 FS0402  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0402
 FS0402.The horizontal coordinates were scaled from a topographic map and have
 FS0402.an estimated accuracy of +/- 6 seconds.
 FS0402
 FS0402.The orthometric height was determined by differential leveling
 FS0402.and adjusted by the National Geodetic Survey in 1992..
 FS0402.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0402.rate of 0.0 thru 1.0 mm/km.
 FS0402
 FS0402.The geoid height was determined by GEOID03.
 FS0402
 FS0402.The dynamic height is computed by dividing the NAVD 88
 FS0402.geopotential number by the normal gravity value computed on the
 FS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0402.degrees latitude (g = 980.6199 gals.).
 FS0402
 FS0402.The modeled gravity was interpolated from observed gravity values.
 FS0402
 FS0402;                    North         East    Units  Estimated Accuracy
 FS0402;SPC AZ W     -   534,170.      146,610.      MT  (+/- 180 meters Scaled)
 FS0402
 FS0402                          SUPERSEDED SURVEY CONTROL
 FS0402
 FS0402  NGVD 29 (??/??/92)  678.553  (m)         2226.22   (f) ADJ UNCH    1 1
 FS0402
 FS0402.Superseded values are not recommended for survey control.
 FS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0402.See file dsdata.txt to determine how the superseded data were derived.
 FS0402
 FS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV268662(NAD 83)
 FS0402_MARKER: DB = BENCH MARK DISK
 FS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0402_STAMPING: G 119 1935
 FS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0402+STABILITY: SURFACE MOTION
 FS0402
 FS0402  HISTORY     - Date     Condition        Report By
 FS0402  HISTORY     - 1935     MONUMENTED       CGS
 FS0402  HISTORY     - 1950     GOOD             NGS
 FS0402  HISTORY     - 1963     GOOD             NGS
 FS0402
 FS0402                          STATION DESCRIPTION
 FS0402
 FS0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0402'19.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0402'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0402'MEAD, THENCE 12.8 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 50 1/2
 FS0402'FEET EAST OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET SOUTH OF
 FS0402'A 6-INCH JOSHUA TREE, 2.7 FEET NORTH OF A WITNESS POST, ABOUT
 FS0402'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0402'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FS0402
 FS0402                          STATION RECOVERY (1963)
 FS0402
 FS0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0680 ***********************************************************************
 ET0680  DESIGNATION -  G 12
 ET0680  PID         -  ET0680
 ET0680  STATE/COUNTY-  AZ/LA PAZ
 ET0680  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0680
 ET0680                         *CURRENT SURVEY CONTROL
 ET0680  ___________________________________________________________________
 ET0680* NAD 83(1986)-  34 00 21.     (N)    113 34 44.     (W)     SCALED    
 ET0680* NAVD 88     -       611.74   (+/-2cm)    2007.0    (feet)  VERTCON   
 ET0680  ___________________________________________________________________
 ET0680  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ET0680
 ET0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0680
 ET0680.The horizontal coordinates were scaled from a topographic map and have
 ET0680.an estimated accuracy of +/- 6 seconds.
 ET0680
 ET0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0680.The vertical order pertains to the NGVD 29 superseded value.
 ET0680
 ET0680.The geoid height was determined by GEOID03.
 ET0680
 ET0680;                    North         East    Units  Estimated Accuracy
 ET0680;SPC AZ W     -   333,330.      229,170.      MT  (+/- 180 meters Scaled)
 ET0680
 ET0680                          SUPERSEDED SURVEY CONTROL
 ET0680
 ET0680  NGVD 29 (??/??/92)  611.011  (m)         2004.63   (f) ADJ UNCH    1 2
 ET0680
 ET0680.Superseded values are not recommended for survey control.
 ET0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0680.See file dsdata.txt to determine how the superseded data were derived.
 ET0680
 ET0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618658(NAD 83)
 ET0680_MARKER: DB = BENCH MARK DISK
 ET0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0680_STAMPING: 2004.625 G 12 1927
 ET0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0680+STABILITY: SURFACE MOTION
 ET0680
 ET0680  HISTORY     - Date     Condition        Report By
 ET0680  HISTORY     - 1927     MONUMENTED       CGS
 ET0680  HISTORY     - 1934     GOOD             NGS
 ET0680  HISTORY     - 1965     MARK NOT FOUND   USGS
 ET0680  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0680
 ET0680                          STATION DESCRIPTION
 ET0680
 ET0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0680'14.3 MI N FROM WENDEN.
 ET0680'14.3 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0680'WENDEN, YUMA COUNTY, 4.9 MILES NORTH OF CUNNINGHAM PASS, 2 MILES NORTH
 ET0680'OF THE WEST END OF A MOUNTAIN JUST EAST OF THE ROAD, 90 FEET NORTH OF
 ET0680'A SIGN, 30 FEET WEST OF THE JUNCTION OF A ROAD LEADING EAST, AND 21
 ET0680'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 ET0680'STAMPED 2004.625 G 12 1927 AND SET IN THE TOP OF A CONCRETE POST
 ET0680'PROJECTING 4 INCHES ABOVE GROUND.
 ET0680
 ET0680                          STATION RECOVERY (1965)
 ET0680
 ET0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ET0680'MARK NOT FOUND.
 ET0680
 ET0680                          STATION RECOVERY (1981)
 ET0680
 ET0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0680'NOT RECOVERED. NOTE-THERE TOO MANY GRADED ROADS AND TRACK ROADS IN THE
 ET0680'AREA THAT COULD HAVE BEEN THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0378 ***********************************************************************
 FS0378  DESIGNATION -  G 120
 FS0378  PID         -  FS0378
 FS0378  STATE/COUNTY-  AZ/MOHAVE
 FS0378  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0378
 FS0378                         *CURRENT SURVEY CONTROL
 FS0378  ___________________________________________________________________
 FS0378* NAD 83(1986)-  35 59 21.     (N)    114 28 40.     (W)     SCALED    
 FS0378* NAVD 88     -       438.968  (meters)    1440.18   (feet)  POSTED    
 FS0378  ___________________________________________________________________
 FS0378  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0378  DYNAMIC HT  -         438.530 (meters)    1438.74  (feet)  COMP
 FS0378  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FS0378
 FS0378  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0378
 FS0378.The horizontal coordinates were scaled from a topographic map and have
 FS0378.an estimated accuracy of +/- 6 seconds.
 FS0378
 FS0378.The orthometric height was determined by differential leveling
 FS0378.and adjusted by the National Geodetic Survey in 1992..
 FS0378.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0378.rate of 0.0 thru 1.0 mm/km.
 FS0378
 FS0378.The geoid height was determined by GEOID03.
 FS0378
 FS0378.The dynamic height is computed by dividing the NAVD 88
 FS0378.geopotential number by the normal gravity value computed on the
 FS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0378.degrees latitude (g = 980.6199 gals.).
 FS0378
 FS0378.The modeled gravity was interpolated from observed gravity values.
 FS0378
 FS0378;                    North         East    Units  Estimated Accuracy
 FS0378;SPC AZ W     -   553,570.      147,740.      MT  (+/- 180 meters Scaled)
 FS0378
 FS0378                          SUPERSEDED SURVEY CONTROL
 FS0378
 FS0378  NGVD 29 (??/??/92)  438.24   (m)         1437.8    (f) COMPUTED    1 2
 FS0378
 FS0378.Superseded values are not recommended for survey control.
 FS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0378.See file dsdata.txt to determine how the superseded data were derived.
 FS0378
 FS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273856(NAD 83)
 FS0378_MARKER: DB = BENCH MARK DISK
 FS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0378_STAMPING: G 120 1935
 FS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0378+STABILITY: SURFACE MOTION
 FS0378
 FS0378  HISTORY     - Date     Condition        Report By
 FS0378  HISTORY     - 1935     MONUMENTED       CGS
 FS0378  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0378  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0378
 FS0378                          STATION DESCRIPTION
 FS0378
 FS0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0378'5.3 MI S FROM MOUTH OF DETRITAL WASH.
 FS0378'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0378'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 15.4 MILES NORTH ALONG
 FS0378'DETRITAL WASH ROAD, 75 FEET NORTH OF A CROSSWASH, AND 30 FEET
 FS0378'WEST OF THE WEST EDGE OF DETRITAL WASH.  A STANDARD DISK, STAMPED
 FS0378'G 120 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FS0378'POSSIBLE THAT THE MARK HAS BEEN COVERED BY SAND.
 FS0378
 FS0378                          STATION RECOVERY (1963)
 FS0378
 FS0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0945 ***********************************************************************
 FS0945  DESIGNATION -  G 121 RESET
 FS0945  PID         -  FS0945
 FS0945  STATE/COUNTY-  AZ/MOHAVE
 FS0945  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0945
 FS0945                         *CURRENT SURVEY CONTROL
 FS0945  ___________________________________________________________________
 FS0945* NAD 83(1986)-  35 45 32.     (N)    114 30 25.     (W)     SCALED    
 FS0945* NAVD 88     -       736.015  (meters)    2414.74   (feet)  ADJUSTED  
 FS0945  ___________________________________________________________________
 FS0945  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0945  DYNAMIC HT  -         735.239 (meters)    2412.20  (feet)  COMP
 FS0945  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 FS0945
 FS0945  VERT ORDER  -  FIRST     CLASS II
 FS0945
 FS0945.The horizontal coordinates were scaled from a topographic map and have
 FS0945.an estimated accuracy of +/- 6 seconds.
 FS0945
 FS0945.The orthometric height was determined by differential leveling
 FS0945.and adjusted by the National Geodetic Survey in June 1991..
 FS0945
 FS0945.The geoid height was determined by GEOID03.
 FS0945
 FS0945.The dynamic height is computed by dividing the NAVD 88
 FS0945.geopotential number by the normal gravity value computed on the
 FS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0945.degrees latitude (g = 980.6199 gals.).
 FS0945
 FS0945.The modeled gravity was interpolated from observed gravity values.
 FS0945
 FS0945;                    North         East    Units  Estimated Accuracy
 FS0945;SPC AZ W     -   528,040.      144,910.      MT  (+/- 180 meters Scaled)
 FS0945
 FS0945                          SUPERSEDED SURVEY CONTROL
 FS0945
 FS0945.No superseded survey control is available for this station.
 FS0945
 FS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV253600(NAD 83)
 FS0945_MARKER: DB = BENCH MARK DISK
 FS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0945_SP_SET: CONCRETE POST
 FS0945_STAMPING: G 121 RESET 1981
 FS0945_MARK LOGO: NGS   
 FS0945_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0945+STABILITY: SURFACE MOTION
 FS0945
 FS0945  HISTORY     - Date     Condition        Report By
 FS0945  HISTORY     - 1981     MONUMENTED       AZDT
 FS0945  HISTORY     - 1982     GOOD             NGS
 FS0945
 FS0945                          STATION DESCRIPTION
 FS0945
 FS0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0945'39.8 KM (25.7 MI) SE FROM HOOVER DAM.
 FS0945'39.8 KM (25.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0945'OF HOOVER DAM, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 24, 57.9 METERS
 FS0945'(190 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 2.7 METERS (9
 FS0945'FT) NORTHEAST OF A FENCE.
 FS0945'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 FS0945'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0672 ***********************************************************************
 CG0672  DESIGNATION -  G 122
 CG0672  PID         -  CG0672
 CG0672  STATE/COUNTY-  AZ/PIMA
 CG0672  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0672
 CG0672                         *CURRENT SURVEY CONTROL
 CG0672  ___________________________________________________________________
 CG0672* NAD 83(1986)-  31 45 17.     (N)    111 39 16.     (W)     SCALED    
 CG0672* NAVD 88     -      1001.15   (+/-2cm)    3284.6    (feet)  VERTCON   
 CG0672  ___________________________________________________________________
 CG0672  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0672
 CG0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0672
 CG0672.The horizontal coordinates were scaled from a topographic map and have
 CG0672.an estimated accuracy of +/- 6 seconds.
 CG0672
 CG0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0672.The vertical order pertains to the NGVD 29 superseded value.
 CG0672
 CG0672.The geoid height was determined by GEOID03.
 CG0672
 CG0672;                    North         East    Units  Estimated Accuracy
 CG0672;SPC AZ C     -    83,700.      238,200.      MT  (+/- 180 meters Scaled)
 CG0672
 CG0672                          SUPERSEDED SURVEY CONTROL
 CG0672
 CG0672  NGVD 29 (??/??/92) 1000.366  (m)         3282.03   (f) ADJ UNCH    2 0
 CG0672
 CG0672.Superseded values are not recommended for survey control.
 CG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0672.See file dsdata.txt to determine how the superseded data were derived.
 CG0672
 CG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA380134(NAD 83)
 CG0672_MARKER: DB = BENCH MARK DISK
 CG0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0672_SP_SET: CULVERT
 CG0672_STAMPING: G 122 1935
 CG0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0672
 CG0672  HISTORY     - Date     Condition        Report By
 CG0672  HISTORY     - 1935     MONUMENTED       CGS
 CG0672  HISTORY     - 1952     GOOD             NGS
 CG0672
 CG0672                          STATION DESCRIPTION
 CG0672
 CG0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0672'13.05 MI SE FROM TOPAWA.
 CG0672'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0672'TOPAWA, THENCE 4.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0672'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0672'LEADING SOUTH TO BEAR WELLS, AND SET IN THE TOP OF A GRANITE OUTCROP
 CG0672'AT THE BASE OF A ROCKEY HILL NORTHEAST OF A GATE AND FENCE LINE AND
 CG0672'EAST OF A CONCRETE CULVERT, 386 FEET NORTHEAST OF THE CENTER OF THE
 CG0672'ROAD AND A GATE ACROSS THE ROAD, 258.5 FEET NORTH OF THE EAST-WEST
 CG0672'FENCE LINE, 250 FEET EAST OF THE SOUTH END OF THE EAST HEADWALL OF THE
 CG0672'CONCRETE CULVERT, 257 FEET EAST OF THE CENTER LINE OF THE ROAD, 7.1
 CG0672'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 CG0672'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0673 ***********************************************************************
 CG0673  DESIGNATION -  G 122 RM
 CG0673  PID         -  CG0673
 CG0673  STATE/COUNTY-  AZ/PIMA
 CG0673  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0673
 CG0673                         *CURRENT SURVEY CONTROL
 CG0673  ___________________________________________________________________
 CG0673* NAD 83(1986)-  31 45 17.     (N)    111 39 18.     (W)     SCALED    
 CG0673* NAVD 88     -       997.97   (+/-2cm)    3274.2    (feet)  VERTCON   
 CG0673  ___________________________________________________________________
 CG0673  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0673
 CG0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0673
 CG0673.The horizontal coordinates were scaled from a topographic map and have
 CG0673.an estimated accuracy of +/- 6 seconds.
 CG0673
 CG0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0673.The vertical order pertains to the NGVD 29 superseded value.
 CG0673
 CG0673.The geoid height was determined by GEOID03.
 CG0673
 CG0673;                    North         East    Units  Estimated Accuracy
 CG0673;SPC AZ C     -    83,700.      238,150.      MT  (+/- 180 meters Scaled)
 CG0673
 CG0673                          SUPERSEDED SURVEY CONTROL
 CG0673
 CG0673  NGVD 29 (??/??/92)  997.188  (m)         3271.61   (f) ADJ UNCH    2 0
 CG0673
 CG0673.Superseded values are not recommended for survey control.
 CG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0673.See file dsdata.txt to determine how the superseded data were derived.
 CG0673
 CG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA379134(NAD 83)
 CG0673_MARKER: Q = CHISELED SQUARE
 CG0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0673_SP_SET: CULVERT
 CG0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0673
 CG0673  HISTORY     - Date     Condition        Report By
 CG0673  HISTORY     - UNK      MONUMENTED       USGS
 CG0673  HISTORY     - 1952     GOOD             NGS
 CG0673
 CG0673                          STATION DESCRIPTION
 CG0673
 CG0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0673'13.05 MI SE FROM TOPAWA.
 CG0673'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0673'TOPAWA, THENCE 4.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0673'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0673'LEADING SOUTH TO BEAR WELLS, A CHISELED SQUARE CUT IN THE TOP OF THE
 CG0673'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 250 FEET WEST OF
 CG0673'B.M. G 122, 8 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 CG0673'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND ABOUT 1/2
 CG0673'FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0070 ***********************************************************************
 DU0070  DESIGNATION -  G 123
 DU0070  PID         -  DU0070
 DU0070  STATE/COUNTY-  AZ/GILA
 DU0070  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0070
 DU0070                         *CURRENT SURVEY CONTROL
 DU0070  ___________________________________________________________________
 DU0070* NAD 83(1986)-  33 37 15.     (N)    110 10 17.     (W)     SCALED    
 DU0070* NAVD 88     -      1730.968  (meters)    5679.02   (feet)  ADJUSTED  
 DU0070  ___________________________________________________________________
 DU0070  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DU0070  DYNAMIC HT  -        1728.427 (meters)    5670.68  (feet)  COMP
 DU0070  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 DU0070
 DU0070  VERT ORDER  -  SECOND    CLASS 0
 DU0070
 DU0070.The horizontal coordinates were scaled from a topographic map and have
 DU0070.an estimated accuracy of +/- 6 seconds.
 DU0070
 DU0070.The orthometric height was determined by differential leveling
 DU0070.and adjusted by the National Geodetic Survey in June 1991..
 DU0070
 DU0070.The geoid height was determined by GEOID03.
 DU0070
 DU0070.The dynamic height is computed by dividing the NAVD 88
 DU0070.geopotential number by the normal gravity value computed on the
 DU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0070.degrees latitude (g = 980.6199 gals.).
 DU0070
 DU0070.The modeled gravity was interpolated from observed gravity values.
 DU0070
 DU0070;                    North         East    Units  Estimated Accuracy
 DU0070;SPC AZ E     -   290,600.      212,920.      MT  (+/- 180 meters Scaled)
 DU0070
 DU0070                          SUPERSEDED SURVEY CONTROL
 DU0070
 DU0070  NGVD 29 (??/??/92) 1730.239  (m)         5676.63   (f) ADJ UNCH    2 0
 DU0070
 DU0070.Superseded values are not recommended for survey control.
 DU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0070.See file dsdata.txt to determine how the superseded data were derived.
 DU0070
 DU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC768204(NAD 83)
 DU0070_MARKER: DB = BENCH MARK DISK
 DU0070_SETTING: 66 = SET IN ROCK OUTCROP
 DU0070_SP_SET: ROCK OUTCROP
 DU0070_STAMPING: G 123 1935
 DU0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0070+STABILITY: POSITION/ELEVATION WELL
 DU0070
 DU0070  HISTORY     - Date     Condition        Report By
 DU0070  HISTORY     - 1935     MONUMENTED       CGS
 DU0070
 DU0070                          STATION DESCRIPTION
 DU0070
 DU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0070'5.7 MI NE FROM HILLTOP.
 DU0070'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0070'COUNTY, 9.9 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 0.3 MILE EAST
 DU0070'OF THE CROSSING OVER A WASH AND THE JUNCTION OF A DIRT ROAD LEADING
 DU0070'NORTH, 90 FEET NORTHEAST OF A 36-INCH TRIPLET PINE TREE, 76 FEET SOUTH
 DU0070'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP. A
 DU0070'STANDARD DISK, STAMPED G 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0485 ***********************************************************************
 FR0485  DESIGNATION -  G 124
 FR0485  PID         -  FR0485
 FR0485  STATE/COUNTY-  AZ/MOHAVE
 FR0485  USGS QUAD   -  ANTARES (1980)
 FR0485
 FR0485                         *CURRENT SURVEY CONTROL
 FR0485  ___________________________________________________________________
 FR0485* NAD 83(1986)-  35 24 27.     (N)    113 49 32.     (W)     SCALED    
 FR0485* NAVD 88     -      1090.851  (meters)    3578.90   (feet)  POSTED    
 FR0485  ___________________________________________________________________
 FR0485  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FR0485  DYNAMIC HT  -        1089.560 (meters)    3574.66  (feet)  COMP
 FR0485  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FR0485
 FR0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0485
 FR0485.The horizontal coordinates were scaled from a topographic map and have
 FR0485.an estimated accuracy of +/- 6 seconds.
 FR0485
 FR0485.The orthometric height was determined by differential leveling
 FR0485.and adjusted by the National Geodetic Survey in 1992..
 FR0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0485.rate of 0.0 thru 1.0 mm/km.
 FR0485
 FR0485.The geoid height was determined by GEOID03.
 FR0485
 FR0485.The dynamic height is computed by dividing the NAVD 88
 FR0485.geopotential number by the normal gravity value computed on the
 FR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0485.degrees latitude (g = 980.6199 gals.).
 FR0485
 FR0485.The modeled gravity was interpolated from observed gravity values.
 FR0485
 FR0485;                    North         East    Units  Estimated Accuracy
 FR0485;SPC AZ W     -   488,800.      206,500.      MT  (+/- 180 meters Scaled)
 FR0485
 FR0485                          SUPERSEDED SURVEY CONTROL
 FR0485
 FR0485  NGVD 29 (??/??/92) 1090.047  (m)         3576.26   (f) ADJ UNCH    1 1
 FR0485
 FR0485.Superseded values are not recommended for survey control.
 FR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0485.See file dsdata.txt to determine how the superseded data were derived.
 FR0485
 FR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE434219(NAD 83)
 FR0485_MARKER: DB = BENCH MARK DISK
 FR0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0485_SP_SET: CULVERT
 FR0485_STAMPING: G 124 1935
 FR0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0485
 FR0485  HISTORY     - Date     Condition        Report By
 FR0485  HISTORY     - 1935     MONUMENTED       CGS
 FR0485  HISTORY     - 1940     GOOD             NGS
 FR0485  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0485
 FR0485                          STATION DESCRIPTION
 FR0485
 FR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0485'7.1 MI W FROM HACKBERRY.
 FR0485'7.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION
 FR0485'AT HACKBERRY, MOHAVE COUNTY, 1.0 MILE WEST OF THE STATION SIGN AT
 FR0485'ANTARES, 320 FEET EAST OF MILEPOST 496, AT CONCRETE CULVERT D 496, IN
 FR0485'THE CENTER OF THE ROP OF THE SOUTH HEADWALL, 10 FEET SOUTH OF THE
 FR0485'CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE TRACK. A
 FR0485'STANDARD DISK, STAMPED G 124 1935.
 FR0485
 FR0485                          STATION RECOVERY (1982)
 FR0485
 FR0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0485'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0665 ***********************************************************************
 FR0665  DESIGNATION -  G 125
 FR0665  PID         -  FR0665
 FR0665  STATE/COUNTY-  AZ/MOHAVE
 FR0665  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0665
 FR0665                         *CURRENT SURVEY CONTROL
 FR0665  ___________________________________________________________________
 FR0665* NAD 83(1986)-  35 31 40.     (N)    113 51 37.     (W)     SCALED    
 FR0665* NAVD 88     -       927.580  (meters)    3043.24   (feet)  POSTED    
 FR0665  ___________________________________________________________________
 FR0665  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0665  DYNAMIC HT  -         926.500 (meters)    3039.69  (feet)  COMP
 FR0665  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 FR0665
 FR0665  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0665
 FR0665.The horizontal coordinates were scaled from a topographic map and have
 FR0665.an estimated accuracy of +/- 6 seconds.
 FR0665
 FR0665.The orthometric height was determined by differential leveling
 FR0665.and adjusted by the National Geodetic Survey in 1992..
 FR0665.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0665.rate of 1.1 thru 2.0 mm/km.
 FR0665
 FR0665.The geoid height was determined by GEOID03.
 FR0665
 FR0665.The dynamic height is computed by dividing the NAVD 88
 FR0665.geopotential number by the normal gravity value computed on the
 FR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0665.degrees latitude (g = 980.6199 gals.).
 FR0665
 FR0665.The modeled gravity was interpolated from observed gravity values.
 FR0665
 FR0665;                    North         East    Units  Estimated Accuracy
 FR0665;SPC AZ W     -   502,150.      203,360.      MT  (+/- 180 meters Scaled)
 FR0665
 FR0665                          SUPERSEDED SURVEY CONTROL
 FR0665
 FR0665  NGVD 29 (??/??/92)  926.804  (m)         3040.69   (f) ADJ UNCH    1 1
 FR0665
 FR0665.Superseded values are not recommended for survey control.
 FR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0665.See file dsdata.txt to determine how the superseded data were derived.
 FR0665
 FR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE406353(NAD 83)
 FR0665_MARKER: DB = BENCH MARK DISK
 FR0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0665_STAMPING: G 125 1935
 FR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0665+STABILITY: SURFACE MOTION
 FR0665
 FR0665  HISTORY     - Date     Condition        Report By
 FR0665  HISTORY     - 1935     MONUMENTED       CGS
 FR0665  HISTORY     - 1940     GOOD             NGS
 FR0665  HISTORY     - 1968     GOOD             NGS
 FR0665
 FR0665                          STATION DESCRIPTION
 FR0665
 FR0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0665'13.5 MI N FROM HACKBERRY.
 FR0665'13.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0665'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.5 MILE
 FR0665'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 33 FEET
 FR0665'NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF THE
 FR0665'CENTERLINE OF THE OLD ROADBED AND 2 FEET NORTH OF A WHITE WOODEN
 FR0665'WITNESS POST.  A STANDARD DISK, STAMPED G 125 1935 AND SET IN THE TOP
 FR0665'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- MARK IS
 FR0665'ON PORTION OF ROAD WHICH IS NO LONGER IN USE.
 FR0665
 FR0665                          STATION RECOVERY (1968)
 FR0665
 FR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FR0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0466 ***********************************************************************
 FS0466  DESIGNATION -  G 126
 FS0466  PID         -  FS0466
 FS0466  STATE/COUNTY-  AZ/MOHAVE
 FS0466  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0466
 FS0466                         *CURRENT SURVEY CONTROL
 FS0466  ___________________________________________________________________
 FS0466* NAD 83(1986)-  35 57 56.     (N)    114 05 27.     (W)     SCALED    
 FS0466* NAVD 88     -      1025.892  (meters)    3365.78   (feet)  POSTED    
 FS0466  ___________________________________________________________________
 FS0466  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0466  DYNAMIC HT  -        1024.770 (meters)    3362.10  (feet)  COMP
 FS0466  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 FS0466
 FS0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0466
 FS0466.The horizontal coordinates were scaled from a topographic map and have
 FS0466.an estimated accuracy of +/- 6 seconds.
 FS0466
 FS0466.The orthometric height was determined by differential leveling
 FS0466.and adjusted by the National Geodetic Survey in 1992..
 FS0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0466.rate of 0.0 thru 1.0 mm/km.
 FS0466
 FS0466.The geoid height was determined by GEOID03.
 FS0466
 FS0466.The dynamic height is computed by dividing the NAVD 88
 FS0466.geopotential number by the normal gravity value computed on the
 FS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0466.degrees latitude (g = 980.6199 gals.).
 FS0466
 FS0466.The modeled gravity was interpolated from observed gravity values.
 FS0466
 FS0466;                    North         East    Units  Estimated Accuracy
 FS0466;SPC AZ W     -   550,760.      182,620.      MT  (+/- 180 meters Scaled)
 FS0466
 FS0466                          SUPERSEDED SURVEY CONTROL
 FS0466
 FS0466  NGVD 29 (??/??/92) 1025.159  (m)         3363.38   (f) ADJ UNCH    1 1
 FS0466
 FS0466.Superseded values are not recommended for survey control.
 FS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0466.See file dsdata.txt to determine how the superseded data were derived.
 FS0466
 FS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV623840(NAD 83)
 FS0466_MARKER: DB = BENCH MARK DISK
 FS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0466_STAMPING: G 126 1935
 FS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0466+STABILITY: SURFACE MOTION
 FS0466
 FS0466  HISTORY     - Date     Condition        Report By
 FS0466  HISTORY     - 1935     MONUMENTED       CGS
 FS0466  HISTORY     - 1950     GOOD             NGS
 FS0466  HISTORY     - 1986     GOOD             USPSQD
 FS0466
 FS0466                          STATION DESCRIPTION
 FS0466
 FS0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0466'14.1 MI S FROM PIERCES FERRY.
 FS0466'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0466'RANGER STATION AT PIERCES FERRY, THENCE 13.6 MILES SOUTH ALONG
 FS0466'AN OLD ABANDONED ROAD, 0.1 MILE EAST OF THE PARK SERVICE ROAD,
 FS0466'0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 12
 FS0466'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF A
 FS0466'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0466'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0466
 FS0466                          STATION RECOVERY (1986)
 FS0466
 FS0466'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0401 ***********************************************************************
 GR0401  DESIGNATION -  G 127
 GR0401  PID         -  GR0401
 GR0401  STATE/COUNTY-  AZ/MOHAVE
 GR0401  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0401
 GR0401                         *CURRENT SURVEY CONTROL
 GR0401  ___________________________________________________________________
 GR0401* NAD 83(1986)-  36 06 54.     (N)    114 01 22.     (W)     SCALED    
 GR0401* NAVD 88     -       497.086  (meters)    1630.86   (feet)  POSTED    
 GR0401  ___________________________________________________________________
 GR0401  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0401  DYNAMIC HT  -         496.580 (meters)    1629.20  (feet)  COMP
 GR0401  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 GR0401
 GR0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0401
 GR0401.The horizontal coordinates were scaled from a topographic map and have
 GR0401.an estimated accuracy of +/- 6 seconds.
 GR0401
 GR0401.The orthometric height was determined by differential leveling
 GR0401.and adjusted by the National Geodetic Survey in 1992..
 GR0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0401.rate of 0.0 thru 1.0 mm/km.
 GR0401
 GR0401.The geoid height was determined by GEOID03.
 GR0401
 GR0401.The dynamic height is computed by dividing the NAVD 88
 GR0401.geopotential number by the normal gravity value computed on the
 GR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0401.degrees latitude (g = 980.6199 gals.).
 GR0401
 GR0401.The modeled gravity was interpolated from observed gravity values.
 GR0401
 GR0401;                    North         East    Units  Estimated Accuracy
 GR0401;SPC AZ W     -   567,330.      188,800.      MT  (+/- 180 meters Scaled)
 GR0401
 GR0401                          SUPERSEDED SURVEY CONTROL
 GR0401
 GR0401  NGVD 29 (??/??/92)  496.397  (m)         1628.60   (f) ADJ UNCH    1 1
 GR0401
 GR0401.Superseded values are not recommended for survey control.
 GR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0401.See file dsdata.txt to determine how the superseded data were derived.
 GR0401
 GR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA679008(NAD 83)
 GR0401_MARKER: DB = BENCH MARK DISK
 GR0401_SETTING: 80 = SET IN A BOULDER
 GR0401_SP_SET: BOULDER
 GR0401_STAMPING: G 127 1935
 GR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0401+STABILITY: SURFACE MOTION
 GR0401
 GR0401  HISTORY     - Date     Condition        Report By
 GR0401  HISTORY     - 1935     MONUMENTED       CGS
 GR0401  HISTORY     - 1950     GOOD             NGS
 GR0401
 GR0401                          STATION DESCRIPTION
 GR0401
 GR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0401'1.2 MI SW FROM PIERCES FERRY.
 GR0401'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0401'STATION AT PIERCES FERRY, THENCE 0.7 MILE SOUTHWEST ALONG AN OLD
 GR0401'ABANDONED ROAD, AT THE EDGE OF THE EAST BANK OF A DEEP WASH, IN THE
 GR0401'TOP OF A LARGE GRANITE BOULDER, 18 FEET WEST OF THE CENTER LINE OF THE
 GR0401'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0432 ***********************************************************************
 FS0432  DESIGNATION -  G 128
 FS0432  PID         -  FS0432
 FS0432  STATE/COUNTY-  AZ/MOHAVE
 FS0432  USGS QUAD   -  GOLD BASIN (1989)
 FS0432
 FS0432                         *CURRENT SURVEY CONTROL
 FS0432  ___________________________________________________________________
 FS0432* NAD 83(1986)-  35 52 18.     (N)    114 10 09.     (W)     SCALED    
 FS0432* NAVD 88     -       769.686  (meters)    2525.21   (feet)  POSTED    
 FS0432  ___________________________________________________________________
 FS0432  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS0432  DYNAMIC HT  -         768.850 (meters)    2522.47  (feet)  COMP
 FS0432  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 FS0432
 FS0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0432
 FS0432.The horizontal coordinates were scaled from a topographic map and have
 FS0432.an estimated accuracy of +/- 6 seconds.
 FS0432
 FS0432.The orthometric height was determined by differential leveling
 FS0432.and adjusted by the National Geodetic Survey in 1992..
 FS0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0432.rate of 0.0 thru 1.0 mm/km.
 FS0432
 FS0432.The geoid height was determined by GEOID03.
 FS0432
 FS0432.The dynamic height is computed by dividing the NAVD 88
 FS0432.geopotential number by the normal gravity value computed on the
 FS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0432.degrees latitude (g = 980.6199 gals.).
 FS0432
 FS0432.The modeled gravity was interpolated from observed gravity values.
 FS0432
 FS0432;                    North         East    Units  Estimated Accuracy
 FS0432;SPC AZ W     -   540,370.      175,510.      MT  (+/- 180 meters Scaled)
 FS0432
 FS0432                          SUPERSEDED SURVEY CONTROL
 FS0432
 FS0432  NGVD 29 (??/??/92)  768.978  (m)         2522.89   (f) ADJ UNCH    1 1
 FS0432
 FS0432.Superseded values are not recommended for survey control.
 FS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0432.See file dsdata.txt to determine how the superseded data were derived.
 FS0432
 FS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV555734(NAD 83)
 FS0432_MARKER: DB = BENCH MARK DISK
 FS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0432_STAMPING: G 128 1935
 FS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0432+STABILITY: SURFACE MOTION
 FS0432
 FS0432  HISTORY     - Date     Condition        Report By
 FS0432  HISTORY     - 1935     MONUMENTED       CGS
 FS0432  HISTORY     - 1950     GOOD             NGS
 FS0432  HISTORY     - 19870127 GOOD             USPSQD
 FS0432
 FS0432                          STATION DESCRIPTION
 FS0432
 FS0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0432'11.7 MI S FROM MOUTH OF HUALPAI WASH.
 FS0432'11.7 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0432'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.4 MILE SOUTH OF
 FS0432'THE JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, ON A BRUSH-COVERED
 FS0432'SAND BAR IN HUALPAI WASH, 135 FEET WEST OF THE CENTER LINE OF THE
 FS0432'ROAD, 2.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 FS0432'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 FS0432'THE GROUND.
 FS0432
 FS0432                          STATION RECOVERY (1987)
 FS0432
 FS0432'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0297 ***********************************************************************
 GR0297  DESIGNATION -  G 129
 GR0297  PID         -  GR0297
 GR0297  STATE/COUNTY-  AZ/MOHAVE
 GR0297  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0297
 GR0297                         *CURRENT SURVEY CONTROL
 GR0297  ___________________________________________________________________
 GR0297* NAD 83(1986)-  36 00 18.     (N)    114 08 00.     (W)     SCALED    
 GR0297* NAVD 88     -       387.637  (meters)    1271.77   (feet)  POSTED    
 GR0297  ___________________________________________________________________
 GR0297  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0297  DYNAMIC HT  -         387.250 (meters)    1270.50  (feet)  COMP
 GR0297  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 GR0297
 GR0297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0297
 GR0297.The horizontal coordinates were scaled from a topographic map and have
 GR0297.an estimated accuracy of +/- 6 seconds.
 GR0297
 GR0297.The orthometric height was determined by differential leveling
 GR0297.and adjusted by the National Geodetic Survey in 1992..
 GR0297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0297.rate of 1.1 thru 2.0 mm/km.
 GR0297
 GR0297.The geoid height was determined by GEOID03.
 GR0297
 GR0297.The dynamic height is computed by dividing the NAVD 88
 GR0297.geopotential number by the normal gravity value computed on the
 GR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0297.degrees latitude (g = 980.6199 gals.).
 GR0297
 GR0297.The modeled gravity was interpolated from observed gravity values.
 GR0297
 GR0297;                    North         East    Units  Estimated Accuracy
 GR0297;SPC AZ W     -   555,150.      178,800.      MT  (+/- 180 meters Scaled)
 GR0297
 GR0297                          SUPERSEDED SURVEY CONTROL
 GR0297
 GR0297  NGVD 29 (??/??/92)  387.02   (m)         1269.7    (f) COMPUTED    1 2
 GR0297
 GR0297.Superseded values are not recommended for survey control.
 GR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0297.See file dsdata.txt to determine how the superseded data were derived.
 GR0297
 GR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV583883(NAD 83)
 GR0297_MARKER: DB = BENCH MARK DISK
 GR0297_SETTING: 66 = SET IN ROCK OUTCROP
 GR0297_SP_SET: WHITE ROCK
 GR0297_STAMPING: G 129 1935
 GR0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0297+STABILITY: POSITION/ELEVATION WELL
 GR0297
 GR0297  HISTORY     - Date     Condition        Report By
 GR0297  HISTORY     - 1935     MONUMENTED       CGS
 GR0297  HISTORY     - 1979     GOOD             USGS
 GR0297
 GR0297                          STATION DESCRIPTION
 GR0297
 GR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GR0297'54.4 MI N FROM HACKBERRY.
 GR0297'37.3 MI. N. ALONG ROAD TO PIERCES FERRY, THENCE 17.1 MI. N. ALONG ROAD
 GR0297'TO GREGGS FERRY, VIA HUALPAI WASH.  50 FT. W. OF CENTER LINE OF ROAD,
 GR0297'ON W. EDGE OF WASH, 20 FT. S. OF CLUMP OF MESQUITE TREES, AND IN TOP
 GR0297'OF LARGE WHITE ROCK.
 GR0297
 GR0297                          STATION RECOVERY (1979)
 GR0297
 GR0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0297'REPORTED NOT RECOVERED AND DESTROYED IN PREVIOUS REPORT. STATION MARK
 GR0297'WAS FOUND IN GOOD CONDITION. ABOUT 0.3 MILE NORTH OF THE HIGH WATER
 GR0297'LINE OF LAKE MEAD AT HUALAPAI WASH, ON THE WEST SIDE OF THE CANYON IN
 GR0297'A LARGE BOULDER CEMENTED INTO A DRILL HOLE ABOUT 1 METER ABOVE THE
 GR0297'WASH, THIS BM IS ABOUT 501 FEET SOUTH OF BM 1-289 DESCRIBED AS .95
 GR0297'MILE SOUTH OF THE MOUTH OF HUALAPAI WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0768 ***********************************************************************
 DV0768  DESIGNATION -  G 13
 DV0768  PID         -  DV0768
 DV0768  STATE/COUNTY-  AZ/MARICOPA
 DV0768  USGS QUAD   -  TONOPAH (1984)
 DV0768
 DV0768                         *CURRENT SURVEY CONTROL
 DV0768  ___________________________________________________________________
 DV0768* NAD 83(1986)-  33 26 10.     (N)    112 53 18.     (W)     SCALED    
 DV0768* NAVD 88     -       308.066  (meters)    1010.71   (feet)  ADJUSTED  
 DV0768  ___________________________________________________________________
 DV0768  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0768  DYNAMIC HT  -         307.709 (meters)    1009.54  (feet)  COMP
 DV0768  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 DV0768
 DV0768  VERT ORDER  -  FIRST     CLASS II
 DV0768
 DV0768.The horizontal coordinates were scaled from a topographic map and have
 DV0768.an estimated accuracy of +/- 6 seconds.
 DV0768
 DV0768.The orthometric height was determined by differential leveling
 DV0768.and adjusted by the National Geodetic Survey in June 1991..
 DV0768
 DV0768.The geoid height was determined by GEOID03.
 DV0768
 DV0768.The dynamic height is computed by dividing the NAVD 88
 DV0768.geopotential number by the normal gravity value computed on the
 DV0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0768.degrees latitude (g = 980.6199 gals.).
 DV0768
 DV0768.The modeled gravity was interpolated from observed gravity values.
 DV0768
 DV0768;                    North         East    Units  Estimated Accuracy
 DV0768;SPC AZ C     -   270,540.      123,010.      MT  (+/- 180 meters Scaled)
 DV0768
 DV0768                          SUPERSEDED SURVEY CONTROL
 DV0768
 DV0768  NGVD 29 (??/??/92)  307.472  (m)         1008.76   (f) ADJ UNCH    1 2
 DV0768
 DV0768.Superseded values are not recommended for survey control.
 DV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0768.See file dsdata.txt to determine how the superseded data were derived.
 DV0768
 DV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC244012(NAD 83)
 DV0768_MARKER: DB = BENCH MARK DISK
 DV0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0768_STAMPING: G 13 1927 1008.722
 DV0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0768+STABILITY: SURFACE MOTION
 DV0768
 DV0768  HISTORY     - Date     Condition        Report By
 DV0768  HISTORY     - 1927     MONUMENTED       CGS
 DV0768  HISTORY     - 1967     GOOD             NGS
 DV0768  HISTORY     - 1981     GOOD             NGS
 DV0768
 DV0768                          STATION DESCRIPTION
 DV0768
 DV0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0768'11.5 MI NW FROM HASSAYAMPA.
 DV0768'11.5 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0768'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 8, T 1 N, R 6 W,
 DV0768'0.4 MILE NORTHWEST OF A FARMHOUSE AND A METAL WINDMILL, 105 YARDS
 DV0768'NORTHWEST OF POWER POLE NUMBER 6 WHICH IS BRACED BY A BRACE POLE, 48
 DV0768'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 113 FEET SOUTHEAST OF
 DV0768'THE SOUTHWEST END OF THE MORE SOUTHEASTERLY OF 2 CONCRETE PIPE
 DV0768'CULVERTS, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 DV0768'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0768'WHICH PROJECTS 7 INCHES.
 DV0768
 DV0768                          STATION RECOVERY (1981)
 DV0768
 DV0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0121 ***********************************************************************
 GQ0121  DESIGNATION -  G 130
 GQ0121  PID         -  GQ0121
 GQ0121  STATE/COUNTY-  AZ/MOHAVE
 GQ0121  USGS QUAD   -  GYP HILLS (1971)
 GQ0121
 GQ0121                         *CURRENT SURVEY CONTROL
 GQ0121  ___________________________________________________________________
 GQ0121* NAD 83(1986)-  36 17 59.     (N)    113 55 25.     (W)     SCALED    
 GQ0121* NAVD 88     -       613.649  (meters)    2013.28   (feet)  POSTED    
 GQ0121  ___________________________________________________________________
 GQ0121  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GQ0121  DYNAMIC HT  -         613.010 (meters)    2011.18  (feet)  COMP
 GQ0121  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 GQ0121
 GQ0121  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0121
 GQ0121.The horizontal coordinates were scaled from a topographic map and have
 GQ0121.an estimated accuracy of +/- 6 seconds.
 GQ0121
 GQ0121.The orthometric height was determined by differential leveling
 GQ0121.and adjusted by the National Geodetic Survey in 1992..
 GQ0121.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0121.rate of 0.0 thru 1.0 mm/km.
 GQ0121
 GQ0121.The geoid height was determined by GEOID03.
 GQ0121
 GQ0121.The dynamic height is computed by dividing the NAVD 88
 GQ0121.geopotential number by the normal gravity value computed on the
 GQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0121.degrees latitude (g = 980.6199 gals.).
 GQ0121
 GQ0121.The modeled gravity was interpolated from observed gravity values.
 GQ0121
 GQ0121;                    North         East    Units  Estimated Accuracy
 GQ0121;SPC AZ W     -   587,800.      197,770.      MT  (+/- 180 meters Scaled)
 GQ0121
 GQ0121                          SUPERSEDED SURVEY CONTROL
 GQ0121
 GQ0121  NGVD 29 (??/??/92)  612.949  (m)         2010.98   (f) ADJ UNCH    1 1
 GQ0121
 GQ0121.Superseded values are not recommended for survey control.
 GQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0121.See file dsdata.txt to determine how the superseded data were derived.
 GQ0121
 GQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF374211(NAD 83)
 GQ0121_MARKER: DB = BENCH MARK DISK
 GQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0121_STAMPING: G 130 1935
 GQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0121+STABILITY: SURFACE MOTION
 GQ0121
 GQ0121  HISTORY     - Date     Condition        Report By
 GQ0121  HISTORY     - 1935     MONUMENTED       CGS
 GQ0121  HISTORY     - 1950     GOOD             NGS
 GQ0121
 GQ0121                          STATION DESCRIPTION
 GQ0121
 GQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0121'48.5 MI SE FROM RIVERSIDE, NV.
 GQ0121'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0121'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0121'THENCE 8.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0121'FERRY ROAD, 0.65 MILE SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 GQ0121'LEADING SOUTH, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 GQ0121'FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 GQ0121'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 GQ0121'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0322 ***********************************************************************
 ET0322  DESIGNATION -  G 131
 ET0322  PID         -  ET0322
 ET0322  STATE/COUNTY-  AZ/YAVAPAI
 ET0322  USGS QUAD   -  ESTLER PEAK (1974)
 ET0322
 ET0322                         *CURRENT SURVEY CONTROL
 ET0322  ___________________________________________________________________
 ET0322* NAD 83(1986)-  34 27 42.     (N)    112 05 32.     (W)     SCALED    
 ET0322* NAVD 88     -      1336.15   (+/-2cm)    4383.7    (feet)  VERTCON   
 ET0322  ___________________________________________________________________
 ET0322  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0322
 ET0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0322
 ET0322.The horizontal coordinates were scaled from a topographic map and have
 ET0322.an estimated accuracy of +/- 6 seconds.
 ET0322
 ET0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0322.The vertical order pertains to the NGVD 29 superseded value.
 ET0322
 ET0322.The geoid height was determined by GEOID03.
 ET0322
 ET0322;                    North         East    Units  Estimated Accuracy
 ET0322;SPC AZ C     -   383,870.      197,230.      MT  (+/- 180 meters Scaled)
 ET0322
 ET0322                          SUPERSEDED SURVEY CONTROL
 ET0322
 ET0322  NGVD 29 (??/??/92) 1335.406  (m)         4381.24   (f) ADJ UNCH    2 0
 ET0322
 ET0322.Superseded values are not recommended for survey control.
 ET0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0322.See file dsdata.txt to determine how the superseded data were derived.
 ET0322
 ET0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD996138(NAD 83)
 ET0322_MARKER: DB = BENCH MARK DISK
 ET0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0322_STAMPING: G 131 1935
 ET0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0322+STABILITY: SURFACE MOTION
 ET0322
 ET0322  HISTORY     - Date     Condition        Report By
 ET0322  HISTORY     - 1935     MONUMENTED       CGS
 ET0322
 ET0322                          STATION DESCRIPTION
 ET0322
 ET0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0322'7.7 MI W FROM DUGAS.
 ET0322'7.7 MILES WEST ALONG A ROAD FROM DUGAS, YAVAPAI COUNTY, THENCE 4.2
 ET0322'MILES NORTHWEST ALONG THE DEWEY ROAD, 0.6 MILE SOUTH OF A STOCK
 ET0322'DRIVEWAY MONUMENT, AT THE TOP OF A HILL, AND 35 FEET WEST OF THE
 ET0322'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 131 1935 AND SET
 ET0322'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0353 ***********************************************************************
 ES0353  DESIGNATION -  G 132
 ES0353  PID         -  ES0353
 ES0353  STATE/COUNTY-  AZ/YAVAPAI
 ES0353  USGS QUAD   -  DUGAS (1967)
 ES0353
 ES0353                         *CURRENT SURVEY CONTROL
 ES0353  ___________________________________________________________________
 ES0353* NAD 83(1986)-  34 21 48.     (N)    111 58 51.     (W)     SCALED    
 ES0353* NAVD 88     -      1209.06   (+/-2cm)    3966.7    (feet)  VERTCON   
 ES0353  ___________________________________________________________________
 ES0353  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0353
 ES0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0353
 ES0353.The horizontal coordinates were scaled from a topographic map and have
 ES0353.an estimated accuracy of +/- 6 seconds.
 ES0353
 ES0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0353.The vertical order pertains to the NGVD 29 superseded value.
 ES0353
 ES0353.The geoid height was determined by GEOID03.
 ES0353
 ES0353;                    North         East    Units  Estimated Accuracy
 ES0353;SPC AZ C     -   372,960.      207,460.      MT  (+/- 180 meters Scaled)
 ES0353
 ES0353                          SUPERSEDED SURVEY CONTROL
 ES0353
 ES0353  NGVD 29 (??/??/92) 1208.339  (m)         3964.36   (f) ADJ UNCH    2 0
 ES0353
 ES0353.Superseded values are not recommended for survey control.
 ES0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0353.See file dsdata.txt to determine how the superseded data were derived.
 ES0353
 ES0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD098028(NAD 83)
 ES0353_MARKER: DB = BENCH MARK DISK
 ES0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0353_STAMPING: G 132 1935
 ES0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0353+STABILITY: SURFACE MOTION
 ES0353
 ES0353  HISTORY     - Date     Condition        Report By
 ES0353  HISTORY     - 1935     MONUMENTED       CGS
 ES0353  HISTORY     - 1952     GOOD             NGS
 ES0353
 ES0353                          STATION DESCRIPTION
 ES0353
 ES0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0353'0.2 MI W FROM DUGAS RANCH.
 ES0353'0.2 MILE WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, AT A GATE, 27
 ES0353'FEET SOUTH OF THE CENTER OF THE GATE, 25 FEET SOUTHWEST OF THE CENTER
 ES0353'LINE OF THE ROAD, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 ES0353'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ES0353'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0281 ***********************************************************************
 ET0281  DESIGNATION -  G 133
 ET0281  PID         -  ET0281
 ET0281  STATE/COUNTY-  AZ/YAVAPAI
 ET0281  USGS QUAD   -  JOES HILL (1969)
 ET0281
 ET0281                         *CURRENT SURVEY CONTROL
 ET0281  ___________________________________________________________________
 ET0281* NAD 83(1986)-  34 09 16.     (N)    112 00 33.     (W)     SCALED    
 ET0281* NAVD 88     -      1208.40   (+/-2cm)    3964.6    (feet)  VERTCON   
 ET0281  ___________________________________________________________________
 ET0281  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 ET0281
 ET0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0281
 ET0281.The horizontal coordinates were scaled from a topographic map and have
 ET0281.an estimated accuracy of +/- 6 seconds.
 ET0281
 ET0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0281.The vertical order pertains to the NGVD 29 superseded value.
 ET0281
 ET0281.The geoid height was determined by GEOID03.
 ET0281
 ET0281;                    North         East    Units  Estimated Accuracy
 ET0281;SPC AZ C     -   349,790.      204,830.      MT  (+/- 180 meters Scaled)
 ET0281
 ET0281                          SUPERSEDED SURVEY CONTROL
 ET0281
 ET0281  NGVD 29 (??/??/92) 1207.744  (m)         3962.41   (f) ADJ UNCH    2 0
 ET0281
 ET0281.Superseded values are not recommended for survey control.
 ET0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0281.See file dsdata.txt to determine how the superseded data were derived.
 ET0281
 ET0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC069797(NAD 83)
 ET0281_MARKER: DB = BENCH MARK DISK
 ET0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0281_STAMPING: G 133 1935
 ET0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0281+STABILITY: SURFACE MOTION
 ET0281
 ET0281  HISTORY     - Date     Condition        Report By
 ET0281  HISTORY     - 1935     MONUMENTED       CGS
 ET0281  HISTORY     - 1952     GOOD             NGS
 ET0281
 ET0281                          STATION DESCRIPTION
 ET0281
 ET0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0281'20.4 MI SE FROM CORDES.
 ET0281'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0281'STORE AT CORDES, THENCE 5.5 MILES SOUTH ALONG A TRACK ROAD, 0.2 MILE
 ET0281'NORTHWEST OF A POWER LINE CROSSING, 0.1 MILE WEST OF THE DUAL POLED
 ET0281'POWER LINE, ACROSS THE ROAD FROM A SMALL MESQUITE THICKET, ON THE
 ET0281'NORTH SLOPE OF A GRASSY FLAT, 32 FEET WEST OF THE CENTER LINE OF AND
 ET0281'ABOUT LEVEL WITH THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, AND SET
 ET0281'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0613 ***********************************************************************
 GR0613  DESIGNATION -  G 134
 GR0613  PID         -  GR0613
 GR0613  STATE/COUNTY-  AZ/MOHAVE
 GR0613  USGS QUAD   -  HOOVER DAM (1997)
 GR0613
 GR0613                         *CURRENT SURVEY CONTROL
 GR0613  ___________________________________________________________________
 GR0613* NAD 83(1986)-  36 00 07.     (N)    114 43 32.     (W)     SCALED    
 GR0613* NAVD 88     -       374.559  (meters)    1228.87   (feet)  POSTED    
 GR0613  ___________________________________________________________________
 GR0613  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0613  DYNAMIC HT  -         374.190 (meters)    1227.65  (feet)  COMP
 GR0613  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 GR0613
 GR0613  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0613
 GR0613.The horizontal coordinates were scaled from a topographic map and have
 GR0613.an estimated accuracy of +/- 6 seconds.
 GR0613
 GR0613.The orthometric height was determined by differential leveling
 GR0613.and adjusted by the National Geodetic Survey in 1992..
 GR0613.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0613.rate greater than 8.0 mm/km.
 GR0613
 GR0613.The geoid height was determined by GEOID03.
 GR0613
 GR0613.The dynamic height is computed by dividing the NAVD 88
 GR0613.geopotential number by the normal gravity value computed on the
 GR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0613.degrees latitude (g = 980.6199 gals.).
 GR0613
 GR0613.The modeled gravity was interpolated from observed gravity values.
 GR0613
 GR0613;                    North         East    Units  Estimated Accuracy
 GR0613;SPC AZ W     -   555,190.      125,410.      MT  (+/- 180 meters Scaled)
 GR0613
 GR0613                          SUPERSEDED SURVEY CONTROL
 GR0613
 GR0613  NGVD 29 (??/??/92)  373.857  (m)         1226.56   (f) ADJ UNCH    1 1
 GR0613
 GR0613.Superseded values are not recommended for survey control.
 GR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0613.See file dsdata.txt to determine how the superseded data were derived.
 GR0613
 GR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV050865(NAD 83)
 GR0613_MARKER: DB = BENCH MARK DISK
 GR0613_SETTING: 66 = SET IN ROCK OUTCROP
 GR0613_SP_SET: RED OUTCROP
 GR0613_STAMPING: G 134 1935
 GR0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0613+STABILITY: POSITION/ELEVATION WELL
 GR0613
 GR0613  HISTORY     - Date     Condition        Report By
 GR0613  HISTORY     - 1935     MONUMENTED       CGS
 GR0613  HISTORY     - 1950     GOOD             NGS
 GR0613  HISTORY     - 1963     GOOD             NGS
 GR0613
 GR0613                          STATION DESCRIPTION
 GR0613
 GR0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0613'2.2 MI SE FROM HOOVER DAM.
 GR0613'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0613'(ARIZONA) END OF HOOVER DAM, THENCE 0.2 MILE WEST ALONG AN ABANDONED
 GR0613'HOOVER DAM CONSTRUCTION ROAD, 0.1 MILE SOUTHWEST OF B. M. C 256, ABOUT
 GR0613'14 YARD SOUTH OF A POINT WHERE THE ROAD LEAVES A WASH AND CURVES
 GR0613'UPGRADE, IN THE TOP OF A RED OUTCROP, 12 FEET WEST OF THE CENTER LINE
 GR0613'OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 GR0613
 GR0613                          STATION RECOVERY (1963)
 GR0613
 GR0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0079 ***********************************************************************
 FS0079  DESIGNATION -  G 135
 FS0079  PID         -  FS0079
 FS0079  STATE/COUNTY-  AZ/MOHAVE
 FS0079  USGS QUAD   -  MOUNT WILSON (1989)
 FS0079
 FS0079                         *CURRENT SURVEY CONTROL
 FS0079  ___________________________________________________________________
 FS0079* NAD 83(1986)-  35 54 10.     (N)    114 36 54.     (W)     SCALED    
 FS0079* NAVD 88     -       673.778  (meters)    2210.55   (feet)  POSTED    
 FS0079  ___________________________________________________________________
 FS0079  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0079  DYNAMIC HT  -         673.090 (meters)    2208.30  (feet)  COMP
 FS0079  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 FS0079
 FS0079  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0079
 FS0079.The horizontal coordinates were scaled from a topographic map and have
 FS0079.an estimated accuracy of +/- 6 seconds.
 FS0079
 FS0079.The orthometric height was determined by differential leveling
 FS0079.and adjusted by the National Geodetic Survey in 1992..
 FS0079.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0079.rate of 0.0 thru 1.0 mm/km.
 FS0079
 FS0079.The geoid height was determined by GEOID03.
 FS0079
 FS0079.The dynamic height is computed by dividing the NAVD 88
 FS0079.geopotential number by the normal gravity value computed on the
 FS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0079.degrees latitude (g = 980.6199 gals.).
 FS0079
 FS0079.The modeled gravity was interpolated from observed gravity values.
 FS0079
 FS0079;                    North         East    Units  Estimated Accuracy
 FS0079;SPC AZ W     -   544,090.      135,280.      MT  (+/- 180 meters Scaled)
 FS0079
 FS0079                          SUPERSEDED SURVEY CONTROL
 FS0079
 FS0079  NGVD 29 (??/??/92)  673.071  (m)         2208.23   (f) ADJ UNCH    1 1
 FS0079
 FS0079.Superseded values are not recommended for survey control.
 FS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0079.See file dsdata.txt to determine how the superseded data were derived.
 FS0079
 FS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV152757(NAD 83)
 FS0079_MARKER: DB = BENCH MARK DISK
 FS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0079_STAMPING: G 135 1935
 FS0079_MARK LOGO: CGS   
 FS0079_PROJECTION: PROJECTING 7 CENTIMETERS
 FS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0079+STABILITY: SURFACE MOTION
 FS0079
 FS0079  HISTORY     - Date     Condition        Report By
 FS0079  HISTORY     - 1935     MONUMENTED       CGS
 FS0079  HISTORY     - 1950     GOOD             NGS
 FS0079  HISTORY     - 1963     GOOD             NGS
 FS0079  HISTORY     - 1981     GOOD             NGS
 FS0079  HISTORY     - 19870519 MARK NOT FOUND   USPSQD
 FS0079
 FS0079                          STATION DESCRIPTION
 FS0079
 FS0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0079'11.6 MI SE FROM HOOVER DAM.
 FS0079'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0079'(ARIZONA) END OF HOOVER DAM, 50 FEET EAST OF THE SOUTHEAST END OF
 FS0079'A GUARD RAIL, 60 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FS0079'A DRY WASH, 36.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0079'1.9 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 FS0079'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0079'FOOT ABOVE THE GROUND.
 FS0079
 FS0079                          STATION RECOVERY (1963)
 FS0079
 FS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0079'RECOVERED IN GOOD CONDITION.
 FS0079
 FS0079                          STATION RECOVERY (1981)
 FS0079
 FS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0079'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0079'OF HOOVER DAM, THENCE 2.15 KM (1.35 MI) SOUTHEAST ALONG THE OLD
 FS0079'HIGHWAY, 18.3 METERS (60 FT) SOUTHEAST OF THE CENTER OF A DRY WASH,
 FS0079'11.0 METERS (36 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 FS0079'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 FS0079'THE MARK IS 0.9 M ABOVE THE OLD HIGHWAY.
 FS0079
 FS0079                          STATION RECOVERY (1987)
 FS0079
 FS0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0255 ***********************************************************************
 DT0255  DESIGNATION -  G 136
 DT0255  PID         -  DT0255
 DT0255  STATE/COUNTY-  AZ/APACHE
 DT0255  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0255
 DT0255                         *CURRENT SURVEY CONTROL
 DT0255  ___________________________________________________________________
 DT0255* NAD 83(1986)-  33 53 06.     (N)    109 29 08.     (W)     SCALED    
 DT0255* NAVD 88     -      2773.309  (meters)    9098.76   (feet)  ADJUSTED  
 DT0255  ___________________________________________________________________
 DT0255  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0255  DYNAMIC HT  -        2768.630 (meters)    9083.41  (feet)  COMP
 DT0255  MODELED GRAV-     978,847.9   (mgal)                       NAVD 88
 DT0255
 DT0255  VERT ORDER  -  SECOND    CLASS 0
 DT0255
 DT0255.The horizontal coordinates were scaled from a topographic map and have
 DT0255.an estimated accuracy of +/- 6 seconds.
 DT0255
 DT0255.The orthometric height was determined by differential leveling
 DT0255.and adjusted by the National Geodetic Survey in June 1991..
 DT0255
 DT0255.The geoid height was determined by GEOID03.
 DT0255
 DT0255.The dynamic height is computed by dividing the NAVD 88
 DT0255.geopotential number by the normal gravity value computed on the
 DT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0255.degrees latitude (g = 980.6199 gals.).
 DT0255
 DT0255.The modeled gravity was interpolated from observed gravity values.
 DT0255
 DT0255;                    North         East    Units  Estimated Accuracy
 DT0255;SPC AZ E     -   320,110.      276,360.      MT  (+/- 180 meters Scaled)
 DT0255
 DT0255                          SUPERSEDED SURVEY CONTROL
 DT0255
 DT0255  NGVD 29 (??/??/92) 2772.052  (m)         9094.64   (f) ADJ UNCH    2 0
 DT0255
 DT0255.Superseded values are not recommended for survey control.
 DT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0255.See file dsdata.txt to determine how the superseded data were derived.
 DT0255
 DT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC400504(NAD 83)
 DT0255_MARKER: DB = BENCH MARK DISK
 DT0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0255_STAMPING: G-136 1935
 DT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0255+STABILITY: SURFACE MOTION
 DT0255
 DT0255  HISTORY     - Date     Condition        Report By
 DT0255  HISTORY     - 1935     MONUMENTED       CGS
 DT0255
 DT0255                          STATION DESCRIPTION
 DT0255
 DT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0255'1.1 MI SW FROM THOMPSON RANCH.
 DT0255'ON THE ROAD TO RESERVATION RANCH, ABOUT HALF WAY UP A MOUNTAIN SIDE,
 DT0255'A SMALL CLEARING, 22 FEET SW OF THE CENTERLINE OF THE ROAD, 18 FT N OF
 DT0255'A 10 INCH PINE TREE, 18 FT W OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0285 ***********************************************************************
 DT0285  DESIGNATION -  G 137
 DT0285  PID         -  DT0285
 DT0285  STATE/COUNTY-  AZ/GREENLEE
 DT0285  USGS QUAD   -  BEAVERHEAD (1991)
 DT0285
 DT0285                         *CURRENT SURVEY CONTROL
 DT0285  ___________________________________________________________________
 DT0285* NAD 83(1986)-  33 41 51.     (N)    109 12 52.     (W)     SCALED    
 DT0285* NAVD 88     -      2446.668  (meters)    8027.11   (feet)  ADJUSTED  
 DT0285  ___________________________________________________________________
 DT0285  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DT0285  DYNAMIC HT  -        2442.635 (meters)    8013.88  (feet)  COMP
 DT0285  MODELED GRAV-     978,899.8   (mgal)                       NAVD 88
 DT0285
 DT0285  VERT ORDER  -  SECOND    CLASS 0
 DT0285
 DT0285.The horizontal coordinates were scaled from a topographic map and have
 DT0285.an estimated accuracy of +/- 6 seconds.
 DT0285
 DT0285.The orthometric height was determined by differential leveling
 DT0285.and adjusted by the National Geodetic Survey in June 1991..
 DT0285
 DT0285.The geoid height was determined by GEOID03.
 DT0285
 DT0285.The dynamic height is computed by dividing the NAVD 88
 DT0285.geopotential number by the normal gravity value computed on the
 DT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0285.degrees latitude (g = 980.6199 gals.).
 DT0285
 DT0285.The modeled gravity was interpolated from observed gravity values.
 DT0285
 DT0285;                    North         East    Units  Estimated Accuracy
 DT0285;SPC AZ E     -   299,510.      301,630.      MT  (+/- 180 meters Scaled)
 DT0285
 DT0285                          SUPERSEDED SURVEY CONTROL
 DT0285
 DT0285  NGVD 29 (??/??/92) 2445.570  (m)         8023.51   (f) ADJ UNCH    2 0
 DT0285
 DT0285.Superseded values are not recommended for survey control.
 DT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0285.See file dsdata.txt to determine how the superseded data were derived.
 DT0285
 DT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC654300(NAD 83)
 DT0285_MARKER: DB = BENCH MARK DISK
 DT0285_SETTING: 66 = SET IN ROCK OUTCROP
 DT0285_SP_SET: LARGE ROCK
 DT0285_STAMPING: G-137 1935
 DT0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0285+STABILITY: POSITION/ELEVATION WELL
 DT0285
 DT0285  HISTORY     - Date     Condition        Report By
 DT0285  HISTORY     - 1935     MONUMENTED       CGS
 DT0285  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0285
 DT0285                          STATION DESCRIPTION
 DT0285
 DT0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0285'IN BEAVERHEAD LODGE.
 DT0285'ABOUT 0.3 MI W OF THE INTERSECTION WITH STATE HWY NO.71, 36 FT N OF
 DT0285'THE CENTERLINE OF THE ROAD, 30 FT W OF TWO 30 INCH PINE TREES, SET IN
 DT0285'A LARGE ROCK ABOUT 5 FT ABOVE THE ROAD SURFACE.
 DT0285
 DT0285                          STATION RECOVERY (2005)
 DT0285
 DT0285'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0285'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0461 ***********************************************************************
 CY0461  DESIGNATION -  G 14
 CY0461  PID         -  CY0461
 CY0461  STATE/COUNTY-  AZ/GRAHAM
 CY0461  USGS QUAD   -  FISHER HILLS (1979)
 CY0461
 CY0461                         *CURRENT SURVEY CONTROL
 CY0461  ___________________________________________________________________
 CY0461* NAD 83(1986)-  32 28 59.     (N)    109 31 48.     (W)     SCALED    
 CY0461* NAVD 88     -      1096.51   (+/-2cm)    3597.5    (feet)  VERTCON   
 CY0461  ___________________________________________________________________
 CY0461  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0461
 CY0461  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0461
 CY0461.The horizontal coordinates were scaled from a topographic map and have
 CY0461.an estimated accuracy of +/- 6 seconds.
 CY0461
 CY0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0461.The vertical order pertains to the NGVD 29 superseded value.
 CY0461
 CY0461.The geoid height was determined by GEOID03.
 CY0461
 CY0461;                    North         East    Units  Estimated Accuracy
 CY0461;SPC AZ E     -   164,610.      273,200.      MT  (+/- 180 meters Scaled)
 CY0461
 CY0461                          SUPERSEDED SURVEY CONTROL
 CY0461
 CY0461  NGVD 29 (??/??/92) 1095.799  (m)         3595.13   (f) ADJ UNCH    1 2
 CY0461
 CY0461.Superseded values are not recommended for survey control.
 CY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0461.See file dsdata.txt to determine how the superseded data were derived.
 CY0461
 CY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA381949(NAD 83)
 CY0461_MARKER: DB = BENCH MARK DISK
 CY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0461_STAMPING: 3595.134 G 14
 CY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0461+STABILITY: SURFACE MOTION
 CY0461
 CY0461  HISTORY     - Date     Condition        Report By
 CY0461  HISTORY     - 1932     MONUMENTED       CGS
 CY0461  HISTORY     - 1974     POOR             USGS
 CY0461
 CY0461                          STATION DESCRIPTION
 CY0461
 CY0461'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0461'8.6 MI S FROM TANQUE.
 CY0461'11.3 MI N. ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT
 CY0461'BOWIE, COCHISE COUNTY, 8.6 MI. S. ALONG THE SOUTHERN PACIFIC CO.
 CY0461'RAILROAD FROM TANQUE, GRAHAM COUNTY, 125 FEET EAST OF MILEPOST 1109,
 CY0461'89 FEET EAST OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF A ROAD
 CY0461'(CENTERLINE).  A STANDARD DISK, STAMPED 3595.134 G 14 AND SET IN THE
 CY0461'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE--
 CY0461'STAMPING ON TABLET PARTIALLY EFFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0690 ***********************************************************************
 CZ0690  DESIGNATION -  G 140
 CZ0690  PID         -  CZ0690
 CZ0690  STATE/COUNTY-  AZ/PIMA
 CZ0690  USGS QUAD   -  MARANA (1992)
 CZ0690
 CZ0690                         *CURRENT SURVEY CONTROL
 CZ0690  ___________________________________________________________________
 CZ0690* NAD 83(1986)-  32 23 33.     (N)    111 14 52.     (W)     SCALED    
 CZ0690* NAVD 88     -       608.60   (+/-2cm)    1996.7    (feet)  VERTCON   
 CZ0690  ___________________________________________________________________
 CZ0690  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0690
 CZ0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0690
 CZ0690.The horizontal coordinates were scaled from a topographic map and have
 CZ0690.an estimated accuracy of +/- 6 seconds.
 CZ0690
 CZ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0690.The vertical order pertains to the NGVD 29 superseded value.
 CZ0690
 CZ0690.The geoid height was determined by GEOID03.
 CZ0690
 CZ0690;                    North         East    Units  Estimated Accuracy
 CZ0690;SPC AZ C     -   154,580.      276,290.      MT  (+/- 180 meters Scaled)
 CZ0690
 CZ0690                          SUPERSEDED SURVEY CONTROL
 CZ0690
 CZ0690  NGVD 29 (??/??/92)  608.00   (m)         1994.7    (f) COMPUTED    2 0
 CZ0690
 CZ0690.Superseded values are not recommended for survey control.
 CZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0690.See file dsdata.txt to determine how the superseded data were derived.
 CZ0690
 CZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA766839(NAD 83)
 CZ0690_MARKER: DB = BENCH MARK DISK
 CZ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0690_STAMPING: G 140 1935
 CZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0690+STABILITY: SURFACE MOTION
 CZ0690
 CZ0690  HISTORY     - Date     Condition        Report By
 CZ0690  HISTORY     - 1935     MONUMENTED       CGS
 CZ0690  HISTORY     - 1957     GOOD             USGS
 CZ0690  HISTORY     - 1967     GOOD             USGS
 CZ0690
 CZ0690                          STATION DESCRIPTION
 CZ0690
 CZ0690'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CZ0690'7.6 MI W FROM RILLITO.
 CZ0690'7.6 MILES WEST OF RILLITO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0690'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.2
 CZ0690'MILE SOUTHEAST ALONG STATE HIGHWAY 84, THENCE 1.3 MILES SOUTH ALONG A
 CZ0690'PRIVATE ROAD THROUGH THE ARIZONA PORTLAND CEMENT CO. PLANT, THENCE 4.3
 CZ0690'MILES WEST ALONG THE SILVERBELL ROAD ACROSS THE AIRSTRIP AT MARANA
 CZ0690'AUX. 2 AIRPORT, THENCE 1.6 MILES SOUTHWEST ALONG A DIRT ROAD, AND
 CZ0690'THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD.  IT IS AT THE INTERSECTION
 CZ0690'OF A NORTHWEST-AND SOUTHEAST GRAVEL ROAD, 130 FEET NORTH OF THE CENTER
 CZ0690'OF THE INTERSECTION, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.1
 CZ0690'FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 CZ0690'ROAD.  A STANDARD DISK, STAMPED G 140 1935 AND SET IN THE TOP OF A
 CZ0690'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 CZ0690
 CZ0690                          STATION RECOVERY (1967)
 CZ0690
 CZ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0132 ***********************************************************************
 ES0132  DESIGNATION -  G 141
 ES0132  PID         -  ES0132
 ES0132  STATE/COUNTY-  AZ/NAVAJO
 ES0132  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0132
 ES0132                         *CURRENT SURVEY CONTROL
 ES0132  ___________________________________________________________________
 ES0132* NAD 83(1986)-  34 12 02.     (N)    110 01 05.     (W)     SCALED    
 ES0132* NAVD 88     -      2010.897  (meters)    6597.42   (feet)  ADJUSTED  
 ES0132  ___________________________________________________________________
 ES0132  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0132  DYNAMIC HT  -        2007.886 (meters)    6587.54  (feet)  COMP
 ES0132  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 ES0132
 ES0132  VERT ORDER  -  SECOND    CLASS 0
 ES0132
 ES0132.The horizontal coordinates were scaled from a topographic map and have
 ES0132.an estimated accuracy of +/- 6 seconds.
 ES0132
 ES0132.The orthometric height was determined by differential leveling
 ES0132.and adjusted by the National Geodetic Survey in June 1991..
 ES0132
 ES0132.The geoid height was determined by GEOID03.
 ES0132
 ES0132.The dynamic height is computed by dividing the NAVD 88
 ES0132.geopotential number by the normal gravity value computed on the
 ES0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0132.degrees latitude (g = 980.6199 gals.).
 ES0132
 ES0132.The modeled gravity was interpolated from observed gravity values.
 ES0132
 ES0132;                    North         East    Units  Estimated Accuracy
 ES0132;SPC AZ E     -   354,910.      227,060.      MT  (+/- 180 meters Scaled)
 ES0132
 ES0132                          SUPERSEDED SURVEY CONTROL
 ES0132
 ES0132  NGVD 29 (??/??/92) 2010.011  (m)         6594.51   (f) ADJ UNCH    2 0
 ES0132
 ES0132.Superseded values are not recommended for survey control.
 ES0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0132.See file dsdata.txt to determine how the superseded data were derived.
 ES0132
 ES0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC904848(NAD 83)
 ES0132_MARKER: DB = BENCH MARK DISK
 ES0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0132_STAMPING: G 141 1935
 ES0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0132+STABILITY: SURFACE MOTION
 ES0132
 ES0132  HISTORY     - Date     Condition        Report By
 ES0132  HISTORY     - 1935     MONUMENTED       CGS
 ES0132  HISTORY     - 1961     GOOD             USGS
 ES0132  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0132  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0132
 ES0132                          STATION DESCRIPTION
 ES0132
 ES0132'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ES0132'3.7 MI SE FROM SHOW LOW.
 ES0132'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 173 FROM THE JUNCTION OF STATE
 ES0132'HIGHWAY 173 AND US HIGHWAY 60 AT SHOW LOW, NAVAJO, ARIZONA. 560 FEET
 ES0132'SOUTHEAST OF THE TURN OFF TO SHOW LOW LAKE, 78 FEET SOUTHEAST OF A
 ES0132'STONE CULVERT, 27 FEET NORTHEAST OF CENTER OF HIGHWAY AND 18 FEET
 ES0132'SOUTHEAST OF A HIGHWAY SIGN SAYING SHOW LAKE TURNOFF 1000 FEET. A
 ES0132'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 ES0132
 ES0132                          STATION RECOVERY (1976)
 ES0132
 ES0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0132'MARK NOT FOUND.
 ES0132
 ES0132                          STATION RECOVERY (1983)
 ES0132
 ES0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0249 ***********************************************************************
 ES0249  DESIGNATION -  G 142
 ES0249  PID         -  ES0249
 ES0249  STATE/COUNTY-  AZ/COCONINO
 ES0249  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0249
 ES0249                         *CURRENT SURVEY CONTROL
 ES0249  ___________________________________________________________________
 ES0249* NAD 83(1986)-  34 39 09.     (N)    110 49 12.     (W)     SCALED    
 ES0249* NAVD 88     -      1908.167  (meters)    6260.38   (feet)  ADJUSTED  
 ES0249  ___________________________________________________________________
 ES0249  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES0249  DYNAMIC HT  -        1905.386 (meters)    6251.25  (feet)  COMP
 ES0249  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 ES0249
 ES0249  VERT ORDER  -  SECOND    CLASS 0
 ES0249
 ES0249.The horizontal coordinates were scaled from a topographic map and have
 ES0249.an estimated accuracy of +/- 6 seconds.
 ES0249
 ES0249.The orthometric height was determined by differential leveling
 ES0249.and adjusted by the National Geodetic Survey in June 1991..
 ES0249
 ES0249.The geoid height was determined by GEOID03.
 ES0249
 ES0249.The dynamic height is computed by dividing the NAVD 88
 ES0249.geopotential number by the normal gravity value computed on the
 ES0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0249.degrees latitude (g = 980.6199 gals.).
 ES0249
 ES0249.The modeled gravity was interpolated from observed gravity values.
 ES0249
 ES0249;                    North         East    Units  Estimated Accuracy
 ES0249;SPC AZ C     -   405,570.      313,890.      MT  (+/- 180 meters Scaled)
 ES0249
 ES0249                          SUPERSEDED SURVEY CONTROL
 ES0249
 ES0249  NGVD 29 (??/??/92) 1907.20   (m)         6257.2    (f) COMPUTED    2 0
 ES0249
 ES0249.Superseded values are not recommended for survey control.
 ES0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0249.See file dsdata.txt to determine how the superseded data were derived.
 ES0249
 ES0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD164345(NAD 83)
 ES0249_MARKER: DB = BENCH MARK DISK
 ES0249_SETTING: 66 = SET IN ROCK OUTCROP
 ES0249_SP_SET: SANDSTONE OUTCROP
 ES0249_STAMPING: G-142 1935
 ES0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0249+STABILITY: POSITION/ELEVATION WELL
 ES0249
 ES0249  HISTORY     - Date     Condition        Report By
 ES0249  HISTORY     - 1935     MONUMENTED       CGS
 ES0249  HISTORY     - 1974     GOOD             AZDT
 ES0249
 ES0249                          STATION DESCRIPTION
 ES0249
 ES0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0249'8.2 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0249'8.2 MI NE ALONG ROAD TO WINSLOW.  31.8 MI S.W. OF WINSLOW (UNION OIL
 ES0249'CO. PLANT).  1-3/4 MI NE. OF THE SPELMIRE RANCH HOUSE, 132 FEET W OF
 ES0249'THE CENTERLINE OF THE ROAD, AND SET IN A SANDSTONE OUTCROP.
 ES0249
 ES0249                          STATION RECOVERY (1974)
 ES0249
 ES0249'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ES0249'FROM P.O. IN WINSLOW, GO S. ON ARIZ HWYS, 87 AND 99 FOR 0.15 MILES,
 ES0249'UNDER THE SANTA FE RAILROAD. CONTINUE S. FOR 1.10 MILES (CROSSING THE
 ES0249'WINSLOW FLOOD CONTROL DIKE), TO THE JCT. OF 87 S. AND 99 S. EASTERLY.
 ES0249'TURN LEFT ON HWY 99, TOWARD CHEVELON RANGER STATION FOR 29.45 MILES
 ES0249'TO AN A.H.D. WITNESS POST AND SIGN ON THE RT., AT THE EDGE OF CEDARS.
 ES0249'THE BM IS 110 FT. N.W. OF THE SIGN IN A LARGE ROCK OUT-CROP FLUSH
 ES0249'WITH THE GROUND. NOTE-- THE RD. ALIGNMENT IN THIS AREA WAS MOVED S.E.
 ES0249'AND THIS BM WAS PREVIOUSLY REPORTED LOST OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0158 ***********************************************************************
 ES0158  DESIGNATION -  G 146
 ES0158  PID         -  ES0158
 ES0158  STATE/COUNTY-  AZ/NAVAJO
 ES0158  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0158
 ES0158                         *CURRENT SURVEY CONTROL
 ES0158  ___________________________________________________________________
 ES0158* NAD 83(1986)-  34 10 13.     (N)    110 05 54.     (W)     SCALED    
 ES0158* NAVD 88     -      1911.160  (meters)    6270.20   (feet)  ADJUSTED  
 ES0158  ___________________________________________________________________
 ES0158  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0158  DYNAMIC HT  -        1908.318 (meters)    6260.87  (feet)  COMP
 ES0158  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 ES0158
 ES0158  VERT ORDER  -  SECOND    CLASS 0
 ES0158
 ES0158.The horizontal coordinates were scaled from a topographic map and have
 ES0158.an estimated accuracy of +/- 6 seconds.
 ES0158
 ES0158.The orthometric height was determined by differential leveling
 ES0158.and adjusted by the National Geodetic Survey in June 1991..
 ES0158
 ES0158.The geoid height was determined by GEOID03.
 ES0158
 ES0158.The dynamic height is computed by dividing the NAVD 88
 ES0158.geopotential number by the normal gravity value computed on the
 ES0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0158.degrees latitude (g = 980.6199 gals.).
 ES0158
 ES0158.The modeled gravity was interpolated from observed gravity values.
 ES0158
 ES0158;                    North         East    Units  Estimated Accuracy
 ES0158;SPC AZ E     -   351,540.      219,660.      MT  (+/- 180 meters Scaled)
 ES0158
 ES0158                          SUPERSEDED SURVEY CONTROL
 ES0158
 ES0158  NGVD 29 (??/??/92) 1910.256  (m)         6267.23   (f) ADJ UNCH    2 0
 ES0158
 ES0158.Superseded values are not recommended for survey control.
 ES0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0158.See file dsdata.txt to determine how the superseded data were derived.
 ES0158
 ES0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC831814(NAD 83)
 ES0158_MARKER: DB = BENCH MARK DISK
 ES0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0158_SP_SET: CULVERT
 ES0158_STAMPING: G 146 1960
 ES0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0158
 ES0158  HISTORY     - Date     Condition        Report By
 ES0158  HISTORY     - 1960     MONUMENTED       CGS
 ES0158  HISTORY     - 1983     GOOD             NGS
 ES0158  HISTORY     - 19960919 GOOD             USPSQD
 ES0158
 ES0158                          STATION DESCRIPTION
 ES0158
 ES0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0158'7.8 MI SW FROM SHOW LOW.
 ES0158'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0158'SHOW LOW, THENCE 7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0158'HIGHWAY 77, IN SECTION 15, R 21 E, T 9 N, SET IN THE TOP OF A
 ES0158'SANDSTONE ROCK OUTCROP, 68 FEET WEST OF THE CENTER LINE OF THE
 ES0158'HIGHWAY, 157 FEET NORTH OF THE WEST END OF A 36-INCH TUBULAR CULVERT,
 ES0158'35 FEET EAST OF A FENCE, AND ABOUT 3 FEET ABOVE THE HIGHWAY.
 ES0158
 ES0158                          STATION RECOVERY (1983)
 ES0158
 ES0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0158'RECOVERED IN GOOD CONDITION.
 ES0158
 ES0158                          STATION RECOVERY (1996)
 ES0158
 ES0158'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0033 ***********************************************************************
 DU0033  DESIGNATION -  G 147
 DU0033  PID         -  DU0033
 DU0033  STATE/COUNTY-  AZ/GILA
 DU0033  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0033
 DU0033                         *CURRENT SURVEY CONTROL
 DU0033  ___________________________________________________________________
 DU0033* NAD 83(1986)-  33 48 12.     (N)    110 29 16.     (W)     SCALED    
 DU0033* NAVD 88     -      1263.331  (meters)    4144.78   (feet)  ADJUSTED  
 DU0033  ___________________________________________________________________
 DU0033  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DU0033  DYNAMIC HT  -        1261.611 (meters)    4139.14  (feet)  COMP
 DU0033  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 DU0033
 DU0033  VERT ORDER  -  SECOND    CLASS 0
 DU0033
 DU0033.The horizontal coordinates were scaled from a topographic map and have
 DU0033.an estimated accuracy of +/- 6 seconds.
 DU0033
 DU0033.The orthometric height was determined by differential leveling
 DU0033.and adjusted by the National Geodetic Survey in June 1991..
 DU0033
 DU0033.The geoid height was determined by GEOID03.
 DU0033
 DU0033.The dynamic height is computed by dividing the NAVD 88
 DU0033.geopotential number by the normal gravity value computed on the
 DU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0033.degrees latitude (g = 980.6199 gals.).
 DU0033
 DU0033.The modeled gravity was interpolated from observed gravity values.
 DU0033
 DU0033;                    North         East    Units  Estimated Accuracy
 DU0033;SPC AZ E     -   310,890.      183,630.      MT  (+/- 180 meters Scaled)
 DU0033
 DU0033                          SUPERSEDED SURVEY CONTROL
 DU0033
 DU0033  NGVD 29 (??/??/92) 1262.686  (m)         4142.66   (f) ADJ UNCH    2 0
 DU0033
 DU0033.Superseded values are not recommended for survey control.
 DU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0033.See file dsdata.txt to determine how the superseded data were derived.
 DU0033
 DU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC474404(NAD 83)
 DU0033_MARKER: DB = BENCH MARK DISK
 DU0033_SETTING: 66 = SET IN ROCK OUTCROP
 DU0033_SP_SET: ROCK LEDGE
 DU0033_STAMPING: G 147 1960
 DU0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0033+STABILITY: POSITION/ELEVATION WELL
 DU0033
 DU0033  HISTORY     - Date     Condition        Report By
 DU0033  HISTORY     - 1960     MONUMENTED       CGS
 DU0033  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0033  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0033
 DU0033                          STATION DESCRIPTION
 DU0033
 DU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0033'8.35 MI N FROM SENECA.
 DU0033'ABOUT 8.35 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0033'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT THE
 DU0033'NORTHWEST END OF A CUT AND AT THE EAST END OF A SHARP SWITCHBACK IN
 DU0033'THE HIGHWAY, IN THE TOP OF A ROCK LEDGE ON THE NORTHEAST SIDE OF A
 DU0033'RAVINE, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 DU0033'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0033
 DU0033                          STATION RECOVERY (1976)
 DU0033
 DU0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0033'MARK NOT FOUND.
 DU0033
 DU0033                          STATION RECOVERY (1979)
 DU0033
 DU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0033'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0158 ***********************************************************************
 DU0158  DESIGNATION -  G 149
 DU0158  PID         -  DU0158
 DU0158  STATE/COUNTY-  AZ/GRAHAM
 DU0158  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0158
 DU0158                         *CURRENT SURVEY CONTROL
 DU0158  ___________________________________________________________________
 DU0158* NAD 83(1986)-  33 22 24.     (N)    110 17 37.     (W)     SCALED    
 DU0158* NAVD 88     -      1241.485  (meters)    4073.11   (feet)  ADJUSTED  
 DU0158  ___________________________________________________________________
 DU0158  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DU0158  DYNAMIC HT  -        1239.751 (meters)    4067.42  (feet)  COMP
 DU0158  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 DU0158
 DU0158  VERT ORDER  -  SECOND    CLASS 0
 DU0158
 DU0158.The horizontal coordinates were scaled from a topographic map and have
 DU0158.an estimated accuracy of +/- 6 seconds.
 DU0158
 DU0158.The orthometric height was determined by differential leveling
 DU0158.and adjusted by the National Geodetic Survey in June 1991..
 DU0158
 DU0158.The geoid height was determined by GEOID03.
 DU0158
 DU0158.The dynamic height is computed by dividing the NAVD 88
 DU0158.geopotential number by the normal gravity value computed on the
 DU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0158.degrees latitude (g = 980.6199 gals.).
 DU0158
 DU0158.The modeled gravity was interpolated from observed gravity values.
 DU0158
 DU0158;                    North         East    Units  Estimated Accuracy
 DU0158;SPC AZ E     -   263,160.      201,550.      MT  (+/- 180 meters Scaled)
 DU0158
 DU0158                          SUPERSEDED SURVEY CONTROL
 DU0158
 DU0158  NGVD 29 (??/??/92) 1240.849  (m)         4071.02   (f) ADJ UNCH    2 0
 DU0158
 DU0158.Superseded values are not recommended for survey control.
 DU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0158.See file dsdata.txt to determine how the superseded data were derived.
 DU0158
 DU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB657928(NAD 83)
 DU0158_MARKER: DB = BENCH MARK DISK
 DU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0158_STAMPING: G 149 1935
 DU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0158+STABILITY: SURFACE MOTION
 DU0158
 DU0158  HISTORY     - Date     Condition        Report By
 DU0158  HISTORY     - 1935     MONUMENTED       CGS
 DU0158  HISTORY     - 1961     GOOD             NGS
 DU0158  HISTORY     - 1967     GOOD             NGS
 DU0158
 DU0158                          STATION DESCRIPTION
 DU0158
 DU0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0158'2.0 MI S FROM SAN CARLOS.
 DU0158'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0158'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 11.5 MILES EAST
 DU0158'ALONG THE ASH CREEK RANCH ROAD, 350 FEET WEST OF A LONG CURVE, 60 FEET
 DU0158'SOUTH OF A ROW OF POLES, AND 45 FEET NORTH OF THE CENTERLINE OF THE
 DU0158'ROAD.  A STANDARD DISK, STAMPED G 149 1935 AND SET IN THE TOP OF A
 DU0158'CONCRETE POST, PROJECTING ABOUT 1.1 FOOT ABOVE GROUND.
 DU0158
 DU0158                          STATION RECOVERY (1967)
 DU0158
 DU0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0566 ***********************************************************************
 CY0566  DESIGNATION -  G 15
 CY0566  PID         -  CY0566
 CY0566  STATE/COUNTY-  AZ/GRAHAM
 CY0566  USGS QUAD   -  EDEN (1985)
 CY0566
 CY0566                         *CURRENT SURVEY CONTROL
 CY0566  ___________________________________________________________________
 CY0566* NAD 83(1986)-  32 56 42.     (N)    109 54 39.     (W)     SCALED    
 CY0566* NAVD 88     -       846.456  (meters)    2777.08   (feet)  ADJUSTED  
 CY0566  ___________________________________________________________________
 CY0566  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0566  DYNAMIC HT  -         845.282 (meters)    2773.23  (feet)  COMP
 CY0566  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 CY0566
 CY0566  VERT ORDER  -  FIRST     CLASS II
 CY0566
 CY0566.The horizontal coordinates were scaled from a topographic map and have
 CY0566.an estimated accuracy of +/- 6 seconds.
 CY0566
 CY0566.The orthometric height was determined by differential leveling
 CY0566.and adjusted by the National Geodetic Survey in June 1991..
 CY0566
 CY0566.The geoid height was determined by GEOID03.
 CY0566
 CY0566.The dynamic height is computed by dividing the NAVD 88
 CY0566.geopotential number by the normal gravity value computed on the
 CY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0566.degrees latitude (g = 980.6199 gals.).
 CY0566
 CY0566.The modeled gravity was interpolated from observed gravity values.
 CY0566
 CY0566;                    North         East    Units  Estimated Accuracy
 CY0566;SPC AZ E     -   215,680.      237,280.      MT  (+/- 180 meters Scaled)
 CY0566
 CY0566                          SUPERSEDED SURVEY CONTROL
 CY0566
 CY0566  NGVD 29 (??/??/92)  845.876  (m)         2775.18   (f) ADJ UNCH    1 2
 CY0566
 CY0566.Superseded values are not recommended for survey control.
 CY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0566.See file dsdata.txt to determine how the superseded data were derived.
 CY0566
 CY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB018457(NAD 83)
 CY0566_MARKER: DB = BENCH MARK DISK
 CY0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0566_STAMPING: 2775.178 G 15 1932
 CY0566_PROJECTION: PROJECTING 30 CENTIMETERS
 CY0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0566+STABILITY: SURFACE MOTION
 CY0566
 CY0566  HISTORY     - Date     Condition        Report By
 CY0566  HISTORY     - 1932     MONUMENTED       CGS
 CY0566  HISTORY     - 1979     GOOD             NGS
 CY0566
 CY0566                          STATION DESCRIPTION
 CY0566
 CY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0566'3.4 MI NW FROM GLENBAR.
 CY0566'ON SOUTHERN PACIFIC RIGHT OF WAY, 85 FEET NORTHEAST OF RAILROAD
 CY0566'CENTERLINE, 525 FEET NORTH OF MILEPOST 1152, 155 FEET NORTHWEST OF
 CY0566'CONCRETE HIGHWAY BRIDGE, 160 FEET NORTH OF RAILROAD TRESTLE, 36 FEET
 CY0566'SOUTHWEST OF PAVED HIGHWAY CENTERLINE AT HIGHWAY STATION 3584 + 00, AT
 CY0566'SOUTHEAST END OF RAILROAD GRADE EXCAVATION.
 CY0566
 CY0566                          STATION RECOVERY (1979)
 CY0566
 CY0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0566'6.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0566'FT. THOMAS, ALSO 6.3 MILES NORTHWEST OF PIMA, 53 FEET SOUTHWEST OF
 CY0566'THE CENTERLINE OF THE HIGHWAY, 160 FEET NORTHWEST ALONG THE HIGHWAY
 CY0566'FROM THE NORTHWEST END OF A CONCRETE HIGHWAY BRIDGE AND 75 FEET
 CY0566'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS.
 CY0566'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CY0566'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0077 ***********************************************************************
 DU0077  DESIGNATION -  G 150
 DU0077  PID         -  DU0077
 DU0077  STATE/COUNTY-  AZ/GILA
 DU0077  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0077
 DU0077                         *CURRENT SURVEY CONTROL
 DU0077  ___________________________________________________________________
 DU0077* NAD 83(1986)-  33 32 10.     (N)    110 23 41.     (W)     SCALED    
 DU0077* NAVD 88     -      1399.083  (meters)    4590.16   (feet)  ADJUSTED  
 DU0077  ___________________________________________________________________
 DU0077  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DU0077  DYNAMIC HT  -        1397.113 (meters)    4583.69  (feet)  COMP
 DU0077  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 DU0077
 DU0077  VERT ORDER  -  SECOND    CLASS 0
 DU0077
 DU0077.The horizontal coordinates were scaled from a topographic map and have
 DU0077.an estimated accuracy of +/- 6 seconds.
 DU0077
 DU0077.The orthometric height was determined by differential leveling
 DU0077.and adjusted by the National Geodetic Survey in June 1991..
 DU0077
 DU0077.The geoid height was determined by GEOID03.
 DU0077
 DU0077.The dynamic height is computed by dividing the NAVD 88
 DU0077.geopotential number by the normal gravity value computed on the
 DU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0077.degrees latitude (g = 980.6199 gals.).
 DU0077
 DU0077.The modeled gravity was interpolated from observed gravity values.
 DU0077
 DU0077;                    North         East    Units  Estimated Accuracy
 DU0077;SPC AZ E     -   281,230.      192,180.      MT  (+/- 180 meters Scaled)
 DU0077
 DU0077                          SUPERSEDED SURVEY CONTROL
 DU0077
 DU0077  NGVD 29 (??/??/92) 1398.407  (m)         4587.94   (f) ADJ UNCH    2 0
 DU0077
 DU0077.Superseded values are not recommended for survey control.
 DU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0077.See file dsdata.txt to determine how the superseded data were derived.
 DU0077
 DU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC561108(NAD 83)
 DU0077_MARKER: DB = BENCH MARK DISK
 DU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0077_STAMPING: G 150 1935
 DU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0077+STABILITY: SURFACE MOTION
 DU0077
 DU0077  HISTORY     - Date     Condition        Report By
 DU0077  HISTORY     - 1935     MONUMENTED       CGS
 DU0077
 DU0077                          STATION DESCRIPTION
 DU0077
 DU0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0077'16.7 MI N FROM SAN CARLOS.
 DU0077'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0077'90 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE POINT OF PINES
 DU0077'ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 DU0077'DISK, STAMPED G 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0397 ***********************************************************************
 DT0397  DESIGNATION -  G 153
 DT0397  PID         -  DT0397
 DT0397  STATE/COUNTY-  AZ/GRAHAM
 DT0397  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0397
 DT0397                         *CURRENT SURVEY CONTROL
 DT0397  ___________________________________________________________________
 DT0397* NAD 83(1986)-  33 09 26.     (N)    109 42 59.     (W)     SCALED    
 DT0397* NAVD 88     -      1461.157  (meters)    4793.81   (feet)  ADJUSTED  
 DT0397  ___________________________________________________________________
 DT0397  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DT0397  DYNAMIC HT  -        1458.988 (meters)    4786.70  (feet)  COMP
 DT0397  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 DT0397
 DT0397  VERT ORDER  -  SECOND    CLASS 0
 DT0397
 DT0397.The horizontal coordinates were scaled from a topographic map and have
 DT0397.an estimated accuracy of +/- 6 seconds.
 DT0397
 DT0397.The orthometric height was determined by differential leveling
 DT0397.and adjusted by the National Geodetic Survey in June 1991..
 DT0397
 DT0397.The geoid height was determined by GEOID03.
 DT0397
 DT0397.The dynamic height is computed by dividing the NAVD 88
 DT0397.geopotential number by the normal gravity value computed on the
 DT0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0397.degrees latitude (g = 980.6199 gals.).
 DT0397
 DT0397.The modeled gravity was interpolated from observed gravity values.
 DT0397
 DT0397;                    North         East    Units  Estimated Accuracy
 DT0397;SPC AZ E     -   239,280.      255,360.      MT  (+/- 180 meters Scaled)
 DT0397
 DT0397                          SUPERSEDED SURVEY CONTROL
 DT0397
 DT0397  NGVD 29 (??/??/92) 1460.435  (m)         4791.44   (f) ADJ UNCH    2 0
 DT0397
 DT0397.Superseded values are not recommended for survey control.
 DT0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0397.See file dsdata.txt to determine how the superseded data were derived.
 DT0397
 DT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB197694(NAD 83)
 DT0397_MARKER: DB = BENCH MARK DISK
 DT0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0397_STAMPING: G 153 1935
 DT0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0397+STABILITY: SURFACE MOTION
 DT0397
 DT0397  HISTORY     - Date     Condition        Report By
 DT0397  HISTORY     - 1935     MONUMENTED       CGS
 DT0397
 DT0397                          STATION DESCRIPTION
 DT0397
 DT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0397'5.6 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0397'5.6 MI. NW ALONG ROAD TO ASH CREEK RANCH.  ABOUT 200 FT. SE OF WASH
 DT0397'CROSSING, 180 FT. NW OF RISE AND 60 FT NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0313 ***********************************************************************
 DU0313  DESIGNATION -  G 17
 DU0313  PID         -  DU0313
 DU0313  STATE/COUNTY-  AZ/GILA
 DU0313  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0313
 DU0313                         *CURRENT SURVEY CONTROL
 DU0313  ___________________________________________________________________
 DU0313* NAD 83(1986)-  33 34 02.     (N)    110 56 55.     (W)     SCALED    
 DU0313* NAVD 88     -       995.929  (meters)    3267.48   (feet)  ADJUSTED  
 DU0313  ___________________________________________________________________
 DU0313  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DU0313  DYNAMIC HT  -         994.597 (meters)    3263.11  (feet)  COMP
 DU0313  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 DU0313
 DU0313  VERT ORDER  -  FIRST     CLASS II
 DU0313
 DU0313.The horizontal coordinates were scaled from a topographic map and have
 DU0313.an estimated accuracy of +/- 6 seconds.
 DU0313
 DU0313.The orthometric height was determined by differential leveling
 DU0313.and adjusted by the National Geodetic Survey in June 1991..
 DU0313
 DU0313.The geoid height was determined by GEOID03.
 DU0313
 DU0313.The dynamic height is computed by dividing the NAVD 88
 DU0313.geopotential number by the normal gravity value computed on the
 DU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0313.degrees latitude (g = 980.6199 gals.).
 DU0313
 DU0313.The modeled gravity was interpolated from observed gravity values.
 DU0313
 DU0313;                    North         East    Units  Estimated Accuracy
 DU0313;SPC AZ E     -   284,930.      140,760.      MT  (+/- 180 meters Scaled)
 DU0313
 DU0313                          SUPERSEDED SURVEY CONTROL
 DU0313
 DU0313  NGVD 29 (??/??/92)  995.313  (m)         3265.46   (f) ADJ UNCH    1 2
 DU0313
 DU0313.Superseded values are not recommended for survey control.
 DU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0313.See file dsdata.txt to determine how the superseded data were derived.
 DU0313
 DU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC047141(NAD 83)
 DU0313_MARKER: DB = BENCH MARK DISK
 DU0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0313_STAMPING: 3265.456 G 17 1933
 DU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0313+STABILITY: SURFACE MOTION
 DU0313
 DU0313  HISTORY     - Date     Condition        Report By
 DU0313  HISTORY     - 1933     MONUMENTED       CGS
 DU0313  HISTORY     - 1934     GOOD             NGS
 DU0313  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0313  HISTORY     - 1983     GOOD             USPSQD
 DU0313
 DU0313                          STATION DESCRIPTION
 DU0313
 DU0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0313'14.2 MI SE FROM ROOSEVELT.
 DU0313'14.2 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0313'OFFICE AT ROOSEVELT, GILA COUNTY, 1.9 MILES NORTHWEST OF A SUMMIT, AT
 DU0313'AN OBSERVATION TURNOUT, AND 90 FEET WEST OF THE CENTERLINE OF THE
 DU0313'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 DU0313'ABOVE GROUND.
 DU0313
 DU0313                          STATION RECOVERY (1934)
 DU0313
 DU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0313'RECOVERED IN GOOD CONDITION.
 DU0313
 DU0313                          STATION RECOVERY (1979)
 DU0313
 DU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0313'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0313
 DU0313                          STATION RECOVERY (1983)
 DU0313
 DU0313'RECOVERY NOTE BY US POWER SQUADRON 1983 (RGB)
 DU0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0290 ***********************************************************************
 DU0290  DESIGNATION -  G 18
 DU0290  PID         -  DU0290
 DU0290  STATE/COUNTY-  AZ/GILA
 DU0290  USGS QUAD   -  CHRISTMAS (1979)
 DU0290
 DU0290                         *CURRENT SURVEY CONTROL
 DU0290  ___________________________________________________________________
 DU0290* NAD 83(1986)-  33 01 18.     (N)    110 44 19.     (W)     SCALED    
 DU0290* NAVD 88     -       607.80   (+/-2cm)    1994.1    (feet)  VERTCON   
 DU0290  ___________________________________________________________________
 DU0290  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DU0290
 DU0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0290
 DU0290.The horizontal coordinates were scaled from a topographic map and have
 DU0290.an estimated accuracy of +/- 6 seconds.
 DU0290
 DU0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0290.The vertical order pertains to the NGVD 29 superseded value.
 DU0290
 DU0290.The geoid height was determined by GEOID03.
 DU0290
 DU0290;                    North         East    Units  Estimated Accuracy
 DU0290;SPC AZ E     -   224,300.      159,930.      MT  (+/- 180 meters Scaled)
 DU0290
 DU0290                          SUPERSEDED SURVEY CONTROL
 DU0290
 DU0290  NGVD 29 (??/??/92)  607.192  (m)         1992.10   (f) ADJ UNCH    2 0
 DU0290
 DU0290.Superseded values are not recommended for survey control.
 DU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0290.See file dsdata.txt to determine how the superseded data were derived.
 DU0290
 DU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB244537(NAD 83)
 DU0290_MARKER: DB = BENCH MARK DISK
 DU0290_SETTING: 66 = SET IN ROCK OUTCROP
 DU0290_SP_SET: ROCK LEDGE
 DU0290_STAMPING: 1992.168 G 18 1933
 DU0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0290+STABILITY: POSITION/ELEVATION WELL
 DU0290
 DU0290  HISTORY     - Date     Condition        Report By
 DU0290  HISTORY     - 1933     MONUMENTED       CGS
 DU0290
 DU0290                          STATION DESCRIPTION
 DU0290
 DU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0290'4.3 MI N FROM WINKELMAN.
 DU0290'4.3 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE
 DU0290'NORTHWEST BANK OF GILA RIVER, AT THE SIDING AT FINNEY, 200 FEET
 DU0290'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 65 FEET SOUTHEAST OF THE
 DU0290'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND ABOUT 3
 DU0290'FEET ABOVE THE GROUND.  NOTE-- THE OLD RAILROAD NO LONGER EXISTS. NEW
 DU0290'STATE HIGHWAY 77 DOES NOW FALL IN THIS APPROXIMATE SAME POSITION. THE
 DU0290'DESCRIPTION SHOULD READ 200 FEET SOUTHEAST OF STATE HIGHWAY 77 AT A
 DU0290'POINT WHERE A DIRT SIDE ROAD CROSSES A CATTLEGUARD TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0311 ***********************************************************************
 CZ0311  DESIGNATION -  G 19
 CZ0311  PID         -  CZ0311
 CZ0311  STATE/COUNTY-  AZ/PINAL
 CZ0311  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0311
 CZ0311                         *CURRENT SURVEY CONTROL
 CZ0311  ___________________________________________________________________
 CZ0311* NAD 83(1986)-  32 33 17.     (N)    110 56 00.     (W)     SCALED    
 CZ0311* NAVD 88     -      1008.99   (+/-2cm)    3310.3    (feet)  VERTCON   
 CZ0311  ___________________________________________________________________
 CZ0311  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CZ0311
 CZ0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0311
 CZ0311.The horizontal coordinates were scaled from a topographic map and have
 CZ0311.an estimated accuracy of +/- 6 seconds.
 CZ0311
 CZ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0311.The vertical order pertains to the NGVD 29 superseded value.
 CZ0311
 CZ0311.The geoid height was determined by GEOID03.
 CZ0311
 CZ0311;                    North         East    Units  Estimated Accuracy
 CZ0311;SPC AZ C     -   172,800.      305,710.      MT  (+/- 180 meters Scaled)
 CZ0311
 CZ0311                          SUPERSEDED SURVEY CONTROL
 CZ0311
 CZ0311  NGVD 29 (??/??/92) 1008.276  (m)         3307.99   (f) ADJ UNCH    2 0
 CZ0311
 CZ0311.Superseded values are not recommended for survey control.
 CZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0311.See file dsdata.txt to determine how the superseded data were derived.
 CZ0311
 CZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB062019(NAD 83)
 CZ0311_MARKER: DB = BENCH MARK DISK
 CZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0311_STAMPING: 3308.074 G 19 1933
 CZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0311+STABILITY: SURFACE MOTION
 CZ0311
 CZ0311  HISTORY     - Date     Condition        Report By
 CZ0311  HISTORY     - 1933     MONUMENTED       CGS
 CZ0311  HISTORY     - 1934     GOOD             NGS
 CZ0311  HISTORY     - 19850528 MARK NOT FOUND   USGS
 CZ0311
 CZ0311                          STATION DESCRIPTION
 CZ0311
 CZ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0311'11.7 MI SW FROM ORACLE.
 CZ0311'11.7 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0311'AT WALNUT WELLS (NOW ORACLE JUNCTION), AT THE JUNCTION OF U.S. HIGHWAY
 CZ0311'80 AND 89, 120 FEET NORTHWEST OF A SERVICE STATION, 70 FEET SOUTHWEST
 CZ0311'OF THE JUNCTION, AND ON THE EAST BANK OF A WASH.  A STANDARD DISK,
 CZ0311'STAMPED 3308.074 G 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0311'PROJECTING 8 INCHES ABOVE GROUND.
 CZ0311
 CZ0311                          STATION RECOVERY (1985)
 CZ0311
 CZ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 CZ0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0377 ***********************************************************************
 DU0377  DESIGNATION -  G 20
 DU0377  PID         -  DU0377
 DU0377  STATE/COUNTY-  AZ/GILA
 DU0377  USGS QUAD   -  TONTO BASIN (1964)
 DU0377
 DU0377                         *CURRENT SURVEY CONTROL
 DU0377  ___________________________________________________________________
 DU0377* NAD 83(1986)-  33 49 42.     (N)    111 17 50.     (W)     SCALED    
 DU0377* NAVD 88     -       696.017  (meters)    2283.52   (feet)  ADJUSTED  
 DU0377  ___________________________________________________________________
 DU0377  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DU0377  DYNAMIC HT  -         695.123 (meters)    2280.58  (feet)  COMP
 DU0377  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 DU0377
 DU0377  VERT ORDER  -  FIRST     CLASS II
 DU0377
 DU0377.The horizontal coordinates were scaled from a topographic map and have
 DU0377.an estimated accuracy of +/- 6 seconds.
 DU0377
 DU0377.The orthometric height was determined by differential leveling
 DU0377.and adjusted by the National Geodetic Survey in June 1991..
 DU0377
 DU0377.The geoid height was determined by GEOID03.
 DU0377
 DU0377.The dynamic height is computed by dividing the NAVD 88
 DU0377.geopotential number by the normal gravity value computed on the
 DU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0377.degrees latitude (g = 980.6199 gals.).
 DU0377
 DU0377.The modeled gravity was interpolated from observed gravity values.
 DU0377
 DU0377;                    North         East    Units  Estimated Accuracy
 DU0377;SPC AZ E     -   314,190.      108,710.      MT  (+/- 180 meters Scaled)
 DU0377
 DU0377                          SUPERSEDED SURVEY CONTROL
 DU0377
 DU0377  NGVD 29 (??/??/92)  695.406  (m)         2281.51   (f) ADJ UNCH    1 2
 DU0377
 DU0377.Superseded values are not recommended for survey control.
 DU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0377.See file dsdata.txt to determine how the superseded data were derived.
 DU0377
 DU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC724431(NAD 83)
 DU0377_MARKER: DB = BENCH MARK DISK
 DU0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0377_SP_SET: ABUTMENT
 DU0377_STAMPING: 2281.511 G 20 1933
 DU0377_MARK LOGO: CGS   
 DU0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0377
 DU0377  HISTORY     - Date     Condition        Report By
 DU0377  HISTORY     - 1933     MONUMENTED       CGS
 DU0377  HISTORY     - 1934     GOOD             NGS
 DU0377  HISTORY     - 1983     GOOD             NGS
 DU0377
 DU0377                          STATION DESCRIPTION
 DU0377
 DU0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0377'3.6 MI S FROM TONTO BASIN.
 DU0377'3.6 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0377'BASIN, GILA COUNTY, 500 FEET NORTHWEST OF THE ENTRANCE TO THE ANDERSON
 DU0377'PLACE IN 1933, AT A WASH, 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU0377'HIGHWAY, AND IN THE TOP OF THE SOUTH CONCRETE ABUTMENT OF A DIP APRON.
 DU0377'A STANDARD DISK, STAMPED 2281.511 G 20 1933.
 DU0377
 DU0377                          STATION RECOVERY (1983)
 DU0377
 DU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0377'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0377'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0377'PUNKIN CENTER, IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A
 DU0377'CONCRETE DIP APRON WHICH HAS BEEN BURRIED BY THE CONSTRUCTION OF THE
 DU0377'NEW HIGHWAY CULVERT, 7.3 METERS (24 FT) NORTHEAST OF THE HIGHWAY
 DU0377'CENTERLINE, 56.0 METERS (184 FT) SOUTHEAST OF A T JUNCTION OF A DIRT
 DU0377'ROAD LEADING EAST, 5.1 METERS (17 FT) SOUTHEAST OF THE NORTHEAST END
 DU0377'OF A 4 BY 4 FOOT CORRUGATED METAL PIPE CULVERT, 3.1 METERS (10 FT)
 DU0377'NORTHEAST OF MILEPOST 259.
 DU0377'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU0377'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0413 ***********************************************************************
 DU0413  DESIGNATION -  G 21
 DU0413  PID         -  DU0413
 DU0413  STATE/COUNTY-  AZ/MARICOPA
 DU0413  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0413
 DU0413                         *CURRENT SURVEY CONTROL
 DU0413  ___________________________________________________________________
 DU0413* NAD 83(1986)-  33 33 19.     (N)    111 14 59.     (W)     SCALED    
 DU0413* NAVD 88     -       778.672  (meters)    2554.69   (feet)  ADJUSTED  
 DU0413  ___________________________________________________________________
 DU0413  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DU0413  DYNAMIC HT  -         777.672 (meters)    2551.41  (feet)  COMP
 DU0413  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 DU0413
 DU0413  VERT ORDER  -  FIRST     CLASS II
 DU0413
 DU0413.The horizontal coordinates were scaled from a topographic map and have
 DU0413.an estimated accuracy of +/- 6 seconds.
 DU0413
 DU0413.The orthometric height was determined by differential leveling
 DU0413.and adjusted by the National Geodetic Survey in June 1991..
 DU0413
 DU0413.The geoid height was determined by GEOID03.
 DU0413
 DU0413.The dynamic height is computed by dividing the NAVD 88
 DU0413.geopotential number by the normal gravity value computed on the
 DU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0413.degrees latitude (g = 980.6199 gals.).
 DU0413
 DU0413.The modeled gravity was interpolated from observed gravity values.
 DU0413
 DU0413;                    North         East    Units  Estimated Accuracy
 DU0413;SPC AZ C     -   283,530.      275,290.      MT  (+/- 180 meters Scaled)
 DU0413
 DU0413                          SUPERSEDED SURVEY CONTROL
 DU0413
 DU0413  NGVD 29 (??/??/92)  778.060  (m)         2552.69   (f) ADJ UNCH    1 2
 DU0413
 DU0413.Superseded values are not recommended for survey control.
 DU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0413.See file dsdata.txt to determine how the superseded data were derived.
 DU0413
 DU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC768128(NAD 83)
 DU0413_MARKER: DB = BENCH MARK DISK
 DU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0413_STAMPING: G 21 1933
 DU0413_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0413+STABILITY: SURFACE MOTION
 DU0413
 DU0413  HISTORY     - Date     Condition        Report By
 DU0413  HISTORY     - 1933     MONUMENTED       CGS
 DU0413  HISTORY     - 1963     GOOD             NGS
 DU0413  HISTORY     - 1980     GOOD             NGS
 DU0413  HISTORY     - 20060812 GOOD             GEOCAC
 DU0413
 DU0413                          STATION DESCRIPTION
 DU0413
 DU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0413'15.6 MI SW FROM ROOSEVELT.
 DU0413'IN MARICOPA COUNTY, 15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0413'ROOSEVELT, 1.7 MILES NORTHWEST OF THE HIGHWAY MAINTENANCE STATION, 0.4
 DU0413'MILE NORTH OF MILEPOST 228, 75.0 FEET NORTHWEST OF THE CENTERLINE OF
 DU0413'THE HIGHWAY, ON TOP OF A SHORT RIDGE, LEVEL WITH THE HIGHWAY LEVEL,
 DU0413'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 DU0413'GROUND, AND 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 DU0413
 DU0413                          STATION RECOVERY (1980)
 DU0413
 DU0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0413'21.4 KM (13.3 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0413'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.5 KM (0.3 MI)
 DU0413'NORTHEAST OF HIGHWAY MILEPOST 228, SET ON TOP OF A SHORT RIDGE ON
 DU0413'THE NORTHWEST RIGHT-OF-WAY, 22.6 METERS (75.0 FT) NORTHWEST OF THE
 DU0413'CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT) SOUTHWEST OF A GUY
 DU0413'WIRE ANCHOR FOR A POWER LINE TOWER SOUTHEAST OF THE HIGHWAY.
 DU0413'22 KM (13.7 MI) NORTHEAST OF TORTILLA FLAT.
 DU0413'THE MARK IS 03 METERS  SE FROM A WITNESS POST.
 DU0413'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0413
 DU0413                          STATION RECOVERY (2006)
 DU0413
 DU0413'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0929 ***********************************************************************
 DV0929  DESIGNATION -  G 24
 DV0929  PID         -  DV0929
 DV0929  STATE/COUNTY-  AZ/MARICOPA
 DV0929  USGS QUAD   -  WITTMANN (1981)
 DV0929
 DV0929                         *CURRENT SURVEY CONTROL
 DV0929  ___________________________________________________________________
 DV0929* NAD 83(1986)-  33 50 41.     (N)    112 36 49.     (W)     SCALED    
 DV0929* NAVD 88     -       598.381  (meters)    1963.19   (feet)  POSTED    
 DV0929  ___________________________________________________________________
 DV0929  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0929  DYNAMIC HT  -         597.660 (meters)    1960.82  (feet)  COMP
 DV0929  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 DV0929
 DV0929  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0929
 DV0929.The horizontal coordinates were scaled from a topographic map and have
 DV0929.an estimated accuracy of +/- 6 seconds.
 DV0929
 DV0929.The orthometric height was determined by differential leveling
 DV0929.and adjusted by the National Geodetic Survey in November 2005..
 DV0929.No vertical observational check was made to the station.
 DV0929.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0929.was located on a no-check spur therefore a value was not computed.
 DV0929
 DV0929.The geoid height was determined by GEOID03.
 DV0929
 DV0929.The dynamic height is computed by dividing the NAVD 88
 DV0929.geopotential number by the normal gravity value computed on the
 DV0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0929.degrees latitude (g = 980.6199 gals.).
 DV0929
 DV0929.The modeled gravity was interpolated from observed gravity values.
 DV0929
 DV0929;                    North         East    Units  Estimated Accuracy
 DV0929;SPC AZ C     -   315,650.      148,860.      MT  (+/- 180 meters Scaled)
 DV0929
 DV0929                          SUPERSEDED SURVEY CONTROL
 DV0929
 DV0929  NGVD 29 (??/??/92)  597.830  (m)         1961.38   (f) ADJ UNCH    2 0
 DV0929
 DV0929.Superseded values are not recommended for survey control.
 DV0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0929.See file dsdata.txt to determine how the superseded data were derived.
 DV0929
 DV0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC507461(NAD 83)
 DV0929_MARKER: DB = BENCH MARK DISK
 DV0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0929_SP_SET: ABUTMENT
 DV0929_STAMPING: G 24 1933
 DV0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0929
 DV0929  HISTORY     - Date     Condition        Report By
 DV0929  HISTORY     - 1933     MONUMENTED       CGS
 DV0929  HISTORY     - 1939     GOOD             NGS
 DV0929
 DV0929                          STATION DESCRIPTION
 DV0929
 DV0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0929'0.8 MI SE FROM HOT SPRINGS JUNCTION.
 DV0929'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0929'FROM HOT SPRINGS JUNCTION, AT A CONCRETE HIGHWAY OVERPASS, IN THE TOP
 DV0929'OF THE WEST WING OF THE NORTH ABUTMENT, AND 3 FEET HIGHER THAN THE
 DV0929'TRACK.  A STANDARD DISK, STAMPED G 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0993 ***********************************************************************
 DV0993  DESIGNATION -  G 25
 DV0993  PID         -  DV0993
 DV0993  STATE/COUNTY-  AZ/MARICOPA
 DV0993  USGS QUAD   -  GLADDEN (1989)
 DV0993
 DV0993                         *CURRENT SURVEY CONTROL
 DV0993  ___________________________________________________________________
 DV0993* NAD 83(1986)-  33 55 19.     (N)    113 16 21.     (W)     SCALED    
 DV0993* NAVD 88     -       657.29   (+/-2cm)    2156.5    (feet)  VERTCON   
 DV0993  ___________________________________________________________________
 DV0993  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0993
 DV0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0993
 DV0993.The horizontal coordinates were scaled from a topographic map and have
 DV0993.an estimated accuracy of +/- 6 seconds.
 DV0993
 DV0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0993.The vertical order pertains to the NGVD 29 superseded value.
 DV0993
 DV0993.The geoid height was determined by GEOID03.
 DV0993
 DV0993;                    North         East    Units  Estimated Accuracy
 DV0993;SPC AZ C     -   324,830.       88,000.      MT  (+/- 180 meters Scaled)
 DV0993
 DV0993                          SUPERSEDED SURVEY CONTROL
 DV0993
 DV0993  NGVD 29 (??/??/92)  656.592  (m)         2154.17   (f) ADJ UNCH    2 0
 DV0993
 DV0993.Superseded values are not recommended for survey control.
 DV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0993.See file dsdata.txt to determine how the superseded data were derived.
 DV0993
 DV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC899558(NAD 83)
 DV0993_MARKER: DB = BENCH MARK DISK
 DV0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0993_STAMPING: G 25 1933
 DV0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0993+STABILITY: SURFACE MOTION
 DV0993
 DV0993  HISTORY     - Date     Condition        Report By
 DV0993  HISTORY     - 1933     MONUMENTED       CGS
 DV0993  HISTORY     - 1934     GOOD             NGS
 DV0993
 DV0993                          STATION DESCRIPTION
 DV0993
 DV0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0993'5.8 MI W FROM AGUILA.
 DV0993'5.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0993'AGUILA, MARICOPA COUNTY, 3.1 MILES EAST OF THE SIDING AT GOLDEN, 45
 DV0993'FEET NORTH OF MILEPOST 28, 85 FEET NORTH OF THE CENTERLINE OF THE
 DV0993'TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 DV0993'DISK, STAMPED G 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0048 ***********************************************************************
 FQ0048  DESIGNATION -  G 252
 FQ0048  PID         -  FQ0048
 FQ0048  STATE/COUNTY-  AZ/NAVAJO
 FQ0048  USGS QUAD   -  WINSLOW (1986)
 FQ0048
 FQ0048                         *CURRENT SURVEY CONTROL
 FQ0048  ___________________________________________________________________
 FQ0048* NAD 83(1986)-  35 01 20.     (N)    110 42 59.     (W)     SCALED    
 FQ0048* NAVD 88     -      1488.279  (meters)    4882.80   (feet)  ADJUSTED  
 FQ0048  ___________________________________________________________________
 FQ0048  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0048  DYNAMIC HT  -        1486.317 (meters)    4876.36  (feet)  COMP
 FQ0048  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 FQ0048
 FQ0048  VERT ORDER  -  SECOND    CLASS 0
 FQ0048
 FQ0048.This mark is at Winslow Municipal Airport (INW)
 FQ0048
 FQ0048.The horizontal coordinates were scaled from a topographic map and have
 FQ0048.an estimated accuracy of +/- 6 seconds.
 FQ0048
 FQ0048.The orthometric height was determined by differential leveling
 FQ0048.and adjusted by the National Geodetic Survey in June 1991..
 FQ0048
 FQ0048.The geoid height was determined by GEOID03.
 FQ0048
 FQ0048.The dynamic height is computed by dividing the NAVD 88
 FQ0048.geopotential number by the normal gravity value computed on the
 FQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0048.degrees latitude (g = 980.6199 gals.).
 FQ0048
 FQ0048.The modeled gravity was interpolated from observed gravity values.
 FQ0048
 FQ0048;                    North         East    Units  Estimated Accuracy
 FQ0048;SPC AZ E     -   446,180.      163,200.      MT  (+/- 180 meters Scaled)
 FQ0048
 FQ0048                          SUPERSEDED SURVEY CONTROL
 FQ0048
 FQ0048  NGVD 29 (??/??/92) 1487.542  (m)         4880.38   (f) ADJ UNCH    2 0
 FQ0048
 FQ0048.Superseded values are not recommended for survey control.
 FQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0048.See file dsdata.txt to determine how the superseded data were derived.
 FQ0048
 FQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD258755(NAD 83)
 FQ0048_MARKER: DB = BENCH MARK DISK
 FQ0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0048_SP_SET: FOUNDATION
 FQ0048_STAMPING: G 252 1939
 FQ0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0048+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FQ0048
 FQ0048  HISTORY     - Date     Condition        Report By
 FQ0048  HISTORY     - 1939     MONUMENTED       CGS
 FQ0048  HISTORY     - 1953     GOOD             NGS
 FQ0048  HISTORY     - 1968     GOOD             NGS
 FQ0048  HISTORY     - 1979     GOOD             NGS
 FQ0048  HISTORY     - 19960521 GOOD             CHANCE
 FQ0048  HISTORY     - 20021021 GOOD             NGS
 FQ0048
 FQ0048                          STATION DESCRIPTION
 FQ0048
 FQ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FQ0048'1 MI W FROM WINSLOW.
 FQ0048'1 MILE WEST OF WINSLOW, NAVAJO COUNTY, AT WINSLOW AIRPORT, IN THE
 FQ0048'NORTH CONCRETE FOUNDATION OF THE HANGAR, 2 FEET EAST OF THE NORTHWEST
 FQ0048'CORNER, AND 1.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 252
 FQ0048'1939.
 FQ0048
 FQ0048                          STATION RECOVERY (1968)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FQ0048'RECOVERED IN GOOD CONDITION.
 FQ0048
 FQ0048                          STATION RECOVERY (1979)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FQ0048'RECOVERED IN GOOD CONDITION.
 FQ0048
 FQ0048                          STATION RECOVERY (1996)
 FQ0048
 FQ0048'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FQ0048'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FQ0048'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00 MI) WEST-SOUTHWEST
 FQ0048'OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL AIRPORT.  OWNERSHIP --
 FQ0048'CITY OF WINSLOW, GARY CARLSON - AIRPORT MANAGER, PHONE (520) 289-2429
 FQ0048'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 FQ0048'BUSINESS (EAST SECOND STREET) AND STATE HIGHWAY 87 IN WINSLOW, PROCEED
 FQ0048'SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH
 FQ0048'AIRPORT ROAD.  TURN RIGHT AND GO WEST AND NORTH ON AIRPORT ROAD FOR
 FQ0048'1.75 KM (1.10 MI) TO A FOUR WAY INTERSECTION.  TURN LEFT AND GO
 FQ0048'WESTERLY FOR 0.3 KM (0.20 MI) TO THE ACCESS GATE BETWEEN HANGAR AND
 FQ0048'OFFICE BUILDING.  THE STATION IS SET IN THE FOUNDATION IN THE
 FQ0048'NORTHWEST CORNER OF THE HANGAR  THE STATION IS A STANDARD DISK SET
 FQ0048'FLUSH IN THE FOUNDATION OF THE HANGAR.  THE STATION IS LOCATED 15.3 M
 FQ0048'(50.2 FT) SOUTHWEST OF THE NORTHEAST CORNER OF HANGAR, 6.3 M (20.7 FT)
 FQ0048'SOUTH OF SOUTHEAST CORNER OF THE OFFICE BUILDING, 5.4 M (17.7 FT)
 FQ0048'SOUTHEAST OF A SOUTHWEST FENCE POST, AND 4.1 M (13.5 FT) SOUTH OF A
 FQ0048'NORTH GATE POST
 FQ0048
 FQ0048                          STATION RECOVERY (2002)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 FQ0048'1996 DESCRIPTION IS GOOD WITH TWO CHANGES.  AIRPORT IS NOW CALLED
 FQ0048'WINSLOW-LINDBERGH REGIONAL AIRPORT AND MARK IS PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0561 ***********************************************************************
 FS0561  DESIGNATION -  G 253
 FS0561  PID         -  FS0561
 FS0561  STATE/COUNTY-  AZ/MOHAVE
 FS0561  USGS QUAD   -  KINGMAN (1980)
 FS0561
 FS0561                         *CURRENT SURVEY CONTROL
 FS0561  ___________________________________________________________________
 FS0561* NAD 83(1986)-  35 12 33.     (N)    114 06 16.     (W)     SCALED    
 FS0561* NAVD 88     -      1138.494  (meters)    3735.21   (feet)  ADJUSTED  
 FS0561  ___________________________________________________________________
 FS0561  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS0561  DYNAMIC HT  -        1137.144 (meters)    3730.78  (feet)  COMP
 FS0561  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FS0561
 FS0561  VERT ORDER  -  FIRST     CLASS II
 FS0561
 FS0561.The horizontal coordinates were scaled from a topographic map and have
 FS0561.an estimated accuracy of +/- 6 seconds.
 FS0561
 FS0561.The orthometric height was determined by differential leveling
 FS0561.and adjusted by the National Geodetic Survey in June 1991..
 FS0561
 FS0561.The geoid height was determined by GEOID03.
 FS0561
 FS0561.The dynamic height is computed by dividing the NAVD 88
 FS0561.geopotential number by the normal gravity value computed on the
 FS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0561.degrees latitude (g = 980.6199 gals.).
 FS0561
 FS0561.The modeled gravity was interpolated from observed gravity values.
 FS0561
 FS0561;                    North         East    Units  Estimated Accuracy
 FS0561;SPC AZ W     -   466,850.      181,090.      MT  (+/- 180 meters Scaled)
 FS0561
 FS0561                          SUPERSEDED SURVEY CONTROL
 FS0561
 FS0561  NGVD 29 (??/??/92) 1137.692  (m)         3732.58   (f) ADJ UNCH    1 2
 FS0561
 FS0561.Superseded values are not recommended for survey control.
 FS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0561.See file dsdata.txt to determine how the superseded data were derived.
 FS0561
 FS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV635000(NAD 83)
 FS0561_MARKER: DB = BENCH MARK DISK
 FS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0561_STAMPING: G 253 1940
 FS0561_MARK LOGO: CGS   
 FS0561_PROJECTION: FLUSH
 FS0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0561+STABILITY: SURFACE MOTION
 FS0561
 FS0561  HISTORY     - Date     Condition        Report By
 FS0561  HISTORY     - 1940     MONUMENTED       CGS
 FS0561  HISTORY     - 1982     GOOD             NGS
 FS0561
 FS0561                          STATION DESCRIPTION
 FS0561
 FS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FS0561'3.4 MI NW FROM KINGMAN.
 FS0561'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON,
 FS0561'TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, AT THE WEST
 FS0561'END OF A DEEP HIGHWAY CUT, AT THE EAST END OF A LONG FILL, 39
 FS0561'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A
 FS0561'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 253 1940
 FS0561'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FS0561'ABOVE GROUND.
 FS0561
 FS0561                          STATION RECOVERY (1982)
 FS0561
 FS0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0561'4.5 KM (2.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0561'HIGHWAY 40 OVERPASS IN KINGMAN, AT COYOTE PASS, AT THE NORTHWEST END
 FS0561'OF THE SOUTHWEST HIGH ROCK HIGHWAY CUT, ABOUT 200 FEET NORTH OF A
 FS0561'DOUBLE POWER LINE POLE, 25.6 METERS (84 FT) SOUTHEAST OF THE SOUTHEAST
 FS0561'END OF A STEEL GUARDRAIL, 14 METERS (46 FT) SOUTHWEST OF THE
 FS0561'CENTERLINE OF THE HIGHWAY, 2.1 METERS (7 FT) EAST OF TWO 4-INCH
 FS0561'MESQUITE TREES.
 FS0561'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0561'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0365 ***********************************************************************
 FS0365  DESIGNATION -  G 254
 FS0365  PID         -  FS0365
 FS0365  STATE/COUNTY-  AZ/MOHAVE
 FS0365  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0365
 FS0365                         *CURRENT SURVEY CONTROL
 FS0365  ___________________________________________________________________
 FS0365* NAD 83(1986)-  35 33 12.     (N)    114 19 59.     (W)     SCALED    
 FS0365* NAVD 88     -       918.586  (meters)    3013.73   (feet)  POSTED    
 FS0365  ___________________________________________________________________
 FS0365  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0365  DYNAMIC HT  -         917.540 (meters)    3010.30  (feet)  COMP
 FS0365  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 FS0365
 FS0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0365
 FS0365.The horizontal coordinates were scaled from a topographic map and have
 FS0365.an estimated accuracy of +/- 6 seconds.
 FS0365
 FS0365.The orthometric height was determined by differential leveling
 FS0365.and adjusted by the National Geodetic Survey in 1992..
 FS0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0365.rate of 0.0 thru 1.0 mm/km.
 FS0365
 FS0365.The geoid height was determined by GEOID03.
 FS0365
 FS0365.The dynamic height is computed by dividing the NAVD 88
 FS0365.geopotential number by the normal gravity value computed on the
 FS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0365.degrees latitude (g = 980.6199 gals.).
 FS0365
 FS0365.The modeled gravity was interpolated from observed gravity values.
 FS0365
 FS0365;                    North         East    Units  Estimated Accuracy
 FS0365;SPC AZ W     -   505,130.      160,500.      MT  (+/- 180 meters Scaled)
 FS0365
 FS0365                          SUPERSEDED SURVEY CONTROL
 FS0365
 FS0365  NGVD 29 (??/??/92)  917.819  (m)         3011.21   (f) ADJ UNCH    1 1
 FS0365
 FS0365.Superseded values are not recommended for survey control.
 FS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0365.See file dsdata.txt to determine how the superseded data were derived.
 FS0365
 FS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV417376(NAD 83)
 FS0365_MARKER: DB = BENCH MARK DISK
 FS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0365_STAMPING: G 254 1941
 FS0365_MARK LOGO: CGS   
 FS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0365+STABILITY: SURFACE MOTION
 FS0365
 FS0365  HISTORY     - Date     Condition        Report By
 FS0365  HISTORY     - 1941     MONUMENTED       CGS
 FS0365  HISTORY     - 1950     GOOD             NGS
 FS0365  HISTORY     - 1978     GOOD             LOCSUR
 FS0365  HISTORY     - 1982     GOOD             NGS
 FS0365  HISTORY     - 19870112 GOOD             USPSQD
 FS0365
 FS0365                          STATION DESCRIPTION
 FS0365
 FS0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0365'12.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0365'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0365'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 1.9 MILES
 FS0365'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.3 MILE
 FS0365'NORTHEAST OF A WIDE DRY WASH, ABOUT 49 YARDS NORTH OF THE
 FS0365'APPROXIMATE CENTER OF A WASH, 75 FEET SOUTHEAST OF THE CENTER
 FS0365'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, AND SET
 FS0365'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 FS0365'GROUND.
 FS0365
 FS0365                          STATION RECOVERY (1978)
 FS0365
 FS0365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0365'RECOVERED IN GOOD CONDITION.
 FS0365
 FS0365                          STATION RECOVERY (1982)
 FS0365
 FS0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0365'RECOVERED IN GOOD CONDITION.
 FS0365
 FS0365                          STATION RECOVERY (1987)
 FS0365
 FS0365'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0546 ***********************************************************************
 ET0546  DESIGNATION -  G 255
 ET0546  PID         -  ET0546
 ET0546  STATE/COUNTY-  AZ/YAVAPAI
 ET0546  USGS QUAD   -  SIMMONS (1979)
 ET0546
 ET0546                         *CURRENT SURVEY CONTROL
 ET0546  ___________________________________________________________________
 ET0546* NAD 83(1986)-  34 49 41.     (N)    112 38 41.     (W)     SCALED    
 ET0546* NAVD 88     -      1403.544  (meters)    4604.79   (feet)  POSTED    
 ET0546  ___________________________________________________________________
 ET0546  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0546  DYNAMIC HT  -        1401.710 (meters)    4598.78  (feet)  COMP
 ET0546  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 ET0546
 ET0546  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0546
 ET0546.The horizontal coordinates were scaled from a topographic map and have
 ET0546.an estimated accuracy of +/- 6 seconds.
 ET0546
 ET0546.The orthometric height was determined by differential leveling
 ET0546.and adjusted by the National Geodetic Survey in November 2005..
 ET0546.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0546.rate of 0.0 thru 1.0 mm/km.
 ET0546
 ET0546.The geoid height was determined by GEOID03.
 ET0546
 ET0546.The dynamic height is computed by dividing the NAVD 88
 ET0546.geopotential number by the normal gravity value computed on the
 ET0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0546.degrees latitude (g = 980.6199 gals.).
 ET0546
 ET0546.The modeled gravity was interpolated from observed gravity values.
 ET0546
 ET0546;                    North         East    Units  Estimated Accuracy
 ET0546;SPC AZ C     -   424,740.      146,760.      MT  (+/- 180 meters Scaled)
 ET0546
 ET0546                          SUPERSEDED SURVEY CONTROL
 ET0546
 ET0546  NGVD 29 (??/??/92) 1402.741  (m)         4602.16   (f) ADJ UNCH    2 0
 ET0546
 ET0546.Superseded values are not recommended for survey control.
 ET0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0546.See file dsdata.txt to determine how the superseded data were derived.
 ET0546
 ET0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD495552(NAD 83)
 ET0546_MARKER: DB = BENCH MARK DISK
 ET0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0546_STAMPING: G 255 1941
 ET0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0546+STABILITY: SURFACE MOTION
 ET0546
 ET0546  HISTORY     - Date     Condition        Report By
 ET0546  HISTORY     - 1941     MONUMENTED       CGS
 ET0546  HISTORY     - 1974     GOOD             USGS
 ET0546
 ET0546                          STATION DESCRIPTION
 ET0546
 ET0546'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0546'1.0 MI NW FROM SIMMONS.
 ET0546'1.0 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0546'VALLEY WASH AT SIMMONS, TO POINT OF ROAD ABOUT 0.1 MI SE OF A CURVE IN
 ET0546'THE ROAD.  66 FT WEST OF THE CENTER LINE OF THE ROAD AT FENCE SOUTH,
 ET0546'50 FT SW (NORMAL) OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 ET0546'HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED G 255 1941
 ET0546'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 ET0546'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0268 ***********************************************************************
 FR0268  DESIGNATION -  G 257
 FR0268  PID         -  FR0268
 FR0268  STATE/COUNTY-  AZ/YAVAPAI
 FR0268  USGS QUAD   -  TURKEY CANYON (1973)
 FR0268
 FR0268                         *CURRENT SURVEY CONTROL
 FR0268  ___________________________________________________________________
 FR0268* NAD 83(1986)-  35 06 23.     (N)    112 53 11.     (W)     SCALED    
 FR0268* NAVD 88     -      1692.21   (+/-2cm)    5551.9    (feet)  VERTCON   
 FR0268  ___________________________________________________________________
 FR0268  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FR0268
 FR0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0268
 FR0268.The horizontal coordinates were scaled from a topographic map and have
 FR0268.an estimated accuracy of +/- 6 seconds.
 FR0268
 FR0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0268.The vertical order pertains to the NGVD 29 superseded value.
 FR0268
 FR0268.The geoid height was determined by GEOID03.
 FR0268
 FR0268;                    North         East    Units  Estimated Accuracy
 FR0268;SPC AZ C     -   455,810.      124,960.      MT  (+/- 180 meters Scaled)
 FR0268
 FR0268                          SUPERSEDED SURVEY CONTROL
 FR0268
 FR0268  NGVD 29 (??/??/92) 1691.269  (m)         5548.77   (f) ADJ UNCH    2 0
 FR0268
 FR0268.Superseded values are not recommended for survey control.
 FR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0268.See file dsdata.txt to determine how the superseded data were derived.
 FR0268
 FR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD280864(NAD 83)
 FR0268_MARKER: DB = BENCH MARK DISK
 FR0268_SETTING: 66 = SET IN ROCK OUTCROP
 FR0268_SP_SET: LIMESTONE OUTCROP
 FR0268_STAMPING: G 257 1941
 FR0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0268+STABILITY: POSITION/ELEVATION WELL
 FR0268
 FR0268  HISTORY     - Date     Condition        Report By
 FR0268  HISTORY     - 1941     MONUMENTED       CGS
 FR0268  HISTORY     - 1973     GOOD             USGS
 FR0268
 FR0268                          STATION DESCRIPTION
 FR0268
 FR0268'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0268'16.4 MI NE FROM WALNUT CREEK RANGER STATION.
 FR0268'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0268'YAVAPAI COUNTY, THENCE ABOUT 14.6 MILES NORTH ALONG THE ROAD LEADING
 FR0268'TO SELIGMAN ON THE SOUTH SLOPE OF THE HILL ABOUT 200 FT. NORTH OF THE
 FR0268'BASE OF THE HILL, 205 FT. WEST OF THE CENTERLINE OF THE ROAD, ABOUT 8
 FR0268'FT. ABOVE THE ROAD IN AN OUTCROP OF LIMESTONE PROJECTING ABOUT 0.1 FT.
 FR0268'ABOVE GROUND.  A STANDARD DISK, STAMPED G 257 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0503 ***********************************************************************
 DV0503  DESIGNATION -  G 259
 DV0503  PID         -  DV0503
 DV0503  STATE/COUNTY-  AZ/MARICOPA
 DV0503  USGS QUAD   -  EL MIRAGE (1982)
 DV0503
 DV0503                         *CURRENT SURVEY CONTROL
 DV0503  ___________________________________________________________________
 DV0503* NAD 83(1986)-  33 30 16.     (N)    112 21 45.     (W)     SCALED    
 DV0503* NAVD 88     -       324.45   (+/-2cm)    1064.5    (feet)  VERTCON   
 DV0503  ___________________________________________________________________
 DV0503  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0503
 DV0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0503
 DV0503.The horizontal coordinates were scaled from a topographic map and have
 DV0503.an estimated accuracy of +/- 6 seconds.
 DV0503
 DV0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0503.The vertical order pertains to the NGVD 29 superseded value.
 DV0503
 DV0503.The geoid height was determined by GEOID03.
 DV0503
 DV0503;                    North         East    Units  Estimated Accuracy
 DV0503;SPC AZ C     -   277,780.      171,940.      MT  (+/- 180 meters Scaled)
 DV0503
 DV0503                          SUPERSEDED SURVEY CONTROL
 DV0503
 DV0503  NGVD 29 (??/??/92)  323.894  (m)         1062.64   (f) ADJ UNCH    2 0
 DV0503
 DV0503.Superseded values are not recommended for survey control.
 DV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0503.See file dsdata.txt to determine how the superseded data were derived.
 DV0503
 DV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC734080(NAD 83)
 DV0503_MARKER: DB = BENCH MARK DISK
 DV0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0503_STAMPING: G 259 1945
 DV0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0503+STABILITY: SURFACE MOTION
 DV0503
 DV0503  HISTORY     - Date     Condition        Report By
 DV0503  HISTORY     - 1945     MONUMENTED       CGS
 DV0503  HISTORY     - 1960     GOOD             NGS
 DV0503
 DV0503                          STATION DESCRIPTION
 DV0503
 DV0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0503'IN LITCHFIELD AIRPORT.
 DV0503'AT LITCHFIELD AIRPORT, MARICOPA COUNTY, AT THE NORTHEAST CORNER OF THE
 DV0503'LANDING FIELD, 62 FEET WEST OF THE CENTERLINE OF THE ROAD ALONG THE
 DV0503'EAST SIDE OF THE FIELD, 10 FEET NORTH OF THE CENTERLINE OF A FAINT
 DV0503'ROAD ALONG THE NORTH SIDE, AND 1.9 FEET EAST OF A WHITE WOODEN WITNESS
 DV0503'POST.  A STANDARD DISK, STAMPED G 259 1945 AND SET IN THE TOP OF A
 DV0503'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0503
 DV0503                          STATION RECOVERY (1960)
 DV0503
 DV0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0426 ***********************************************************************
 ET0426  DESIGNATION -  G 26
 ET0426  PID         -  ET0426
 ET0426  STATE/COUNTY-  AZ/YAVAPAI
 ET0426  USGS QUAD   -  HILLSIDE (1969)
 ET0426
 ET0426                         *CURRENT SURVEY CONTROL
 ET0426  ___________________________________________________________________
 ET0426* NAD 83(1986)-  34 23 18.     (N)    112 55 37.     (W)     SCALED    
 ET0426* NAVD 88     -      1146.905  (meters)    3762.80   (feet)  POSTED    
 ET0426  ___________________________________________________________________
 ET0426  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 ET0426  DYNAMIC HT  -        1145.440 (meters)    3758.00  (feet)  COMP
 ET0426  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 ET0426
 ET0426  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0426
 ET0426.The horizontal coordinates were scaled from a topographic map and have
 ET0426.an estimated accuracy of +/- 6 seconds.
 ET0426
 ET0426.The orthometric height was determined by differential leveling
 ET0426.and adjusted by the National Geodetic Survey in November 2005..
 ET0426
 ET0426.The geoid height was determined by GEOID03.
 ET0426
 ET0426.The dynamic height is computed by dividing the NAVD 88
 ET0426.geopotential number by the normal gravity value computed on the
 ET0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0426.degrees latitude (g = 980.6199 gals.).
 ET0426
 ET0426.The modeled gravity was interpolated from observed gravity values.
 ET0426
 ET0426;                    North         East    Units  Estimated Accuracy
 ET0426;SPC AZ C     -   376,190.      120,460.      MT  (+/- 180 meters Scaled)
 ET0426
 ET0426                          SUPERSEDED SURVEY CONTROL
 ET0426
 ET0426  NGVD 29 (??/??/92) 1146.149  (m)         3760.32   (f) ADJ UNCH    2 0
 ET0426
 ET0426.Superseded values are not recommended for survey control.
 ET0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0426.See file dsdata.txt to determine how the superseded data were derived.
 ET0426
 ET0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD228068(NAD 83)
 ET0426_MARKER: DB = BENCH MARK DISK
 ET0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0426_SP_SET: CULVERT
 ET0426_STAMPING: G 26 1933
 ET0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0426
 ET0426  HISTORY     - Date     Condition        Report By
 ET0426  HISTORY     - 1933     MONUMENTED       CGS
 ET0426
 ET0426                          STATION DESCRIPTION
 ET0426
 ET0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0426'2.4 MI S FROM HILLSIDE.
 ET0426'ON A.T. AND S.F. RIGHT OF WAY, 300 FEET NORTH OF MILEPOST 104, ON TOP
 ET0426'OF NORTHEASTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. H-104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0367 ***********************************************************************
 CZ0367  DESIGNATION -  G 260
 CZ0367  PID         -  CZ0367
 CZ0367  STATE/COUNTY-  AZ/PINAL
 CZ0367  USGS QUAD   -  RED ROCK (1993)
 CZ0367
 CZ0367                         *CURRENT SURVEY CONTROL
 CZ0367  ___________________________________________________________________
 CZ0367* NAD 83(1986)-  32 30 42.     (N)    111 19 20.     (W)     SCALED    
 CZ0367* NAVD 88     -       574.30   (+/-2cm)    1884.2    (feet)  VERTCON   
 CZ0367  ___________________________________________________________________
 CZ0367  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ0367
 CZ0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0367
 CZ0367.The horizontal coordinates were scaled from a topographic map and have
 CZ0367.an estimated accuracy of +/- 6 seconds.
 CZ0367
 CZ0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0367.The vertical order pertains to the NGVD 29 superseded value.
 CZ0367
 CZ0367.The geoid height was determined by GEOID03.
 CZ0367
 CZ0367;                    North         East    Units  Estimated Accuracy
 CZ0367;SPC AZ C     -   167,760.      269,210.      MT  (+/- 180 meters Scaled)
 CZ0367
 CZ0367                          SUPERSEDED SURVEY CONTROL
 CZ0367
 CZ0367  NGVD 29 (??/??/92)  573.826  (m)         1882.63   (f) ADJ UNCH    1 2
 CZ0367
 CZ0367.Superseded values are not recommended for survey control.
 CZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0367.See file dsdata.txt to determine how the superseded data were derived.
 CZ0367
 CZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA697971(NAD 83)
 CZ0367_MARKER: DB = BENCH MARK DISK
 CZ0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0367_SP_SET: FOUNDATION
 CZ0367_STAMPING: G 260 1945
 CZ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0367
 CZ0367  HISTORY     - Date     Condition        Report By
 CZ0367  HISTORY     - 1945     MONUMENTED       CGS
 CZ0367  HISTORY     - 1951     GOOD             NGS
 CZ0367  HISTORY     - 1977     GOOD             USGS
 CZ0367
 CZ0367                          STATION DESCRIPTION
 CZ0367
 CZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0367'IN MARANA AIR BASE.
 CZ0367'AT THE MARANA AIRPORT CONTROL TOWER, SET IN THE TOP OF THE NORTHWEST
 CZ0367'CORNER OF THE NORTHWEST CONCRETE FOUNDATION FOR THE TOWER LEG, 1.75
 CZ0367'MILES EAST AND SOUTHEAST OF THE AIRPORT SEWAGE DISPOSAL PLANT, 0.8
 CZ0367'FOOT NORTHWEST OF THE WEST EDGE OF THE STEEL LEG OF THE TOWER, AND
 CZ0367'ABOUT 1/2 FOOT HIGHER THAN THE GROUND.
 CZ0367
 CZ0367                          STATION RECOVERY (1977)
 CZ0367
 CZ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0367'AT THE MARANA AIR PARK CONTROL TOWER, SET IN THE TOP OF THE NW CORNER
 CZ0367'OF THE NW CONC. FOUNDATION FOR THE TOWER LEG, 1.75 MI. EAST AND SE OF
 CZ0367'THE AIRPORT SEWAGE DISPOSAL PLANT, 0.8 FT. NW OF THE WEST EDGE OF THE
 CZ0367'STEEL LEG OF THE TOWER, ABOUT 1/2 FT. HIGHER THAN THE GROUND, BRONZE
 CZ0367'DISK STAMPED G 260 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0176 ***********************************************************************
 CG0176  DESIGNATION -  G 261
 CG0176  PID         -  CG0176
 CG0176  STATE/COUNTY-  AZ/COCHISE
 CG0176  USGS QUAD   -  HEREFORD (1983)
 CG0176
 CG0176                         *CURRENT SURVEY CONTROL
 CG0176  ___________________________________________________________________
 CG0176* NAD 83(1986)-  31 26 21.     (N)    110 06 54.     (W)     SCALED    
 CG0176* NAVD 88     -      1287.54   (+/-2cm)    4224.2    (feet)  VERTCON   
 CG0176  ___________________________________________________________________
 CG0176  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0176
 CG0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0176
 CG0176.The horizontal coordinates were scaled from a topographic map and have
 CG0176.an estimated accuracy of +/- 6 seconds.
 CG0176
 CG0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0176.The vertical order pertains to the NGVD 29 superseded value.
 CG0176
 CG0176.The geoid height was determined by GEOID03.
 CG0176
 CG0176;                    North         East    Units  Estimated Accuracy
 CG0176;SPC AZ E     -    48,690.      218,270.      MT  (+/- 180 meters Scaled)
 CG0176
 CG0176                          SUPERSEDED SURVEY CONTROL
 CG0176
 CG0176  NGVD 29 (??/??/92) 1286.686  (m)         4221.40   (f) ADJ UNCH    2 0
 CG0176
 CG0176.Superseded values are not recommended for survey control.
 CG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0176.See file dsdata.txt to determine how the superseded data were derived.
 CG0176
 CG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV840786(NAD 83)
 CG0176_MARKER: DB = BENCH MARK DISK
 CG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0176_STAMPING: G 261 1945
 CG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0176+STABILITY: SURFACE MOTION
 CG0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0176+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 CG0176
 CG0176  HISTORY     - Date     Condition        Report By
 CG0176  HISTORY     - 1945     MONUMENTED       CGS
 CG0176  HISTORY     - 20010419 GOOD             NGS
 CG0176
 CG0176                          STATION DESCRIPTION
 CG0176
 CG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0176'1.0 MI W FROM HEREFORD.
 CG0176'1.0 MILE WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO.
 CG0176'RAILROAD STATION AT HEREFORD, COCHISE COUNTY, AT THE JUNCTION OF A
 CG0176'ROAD LEADING NORTH, 33 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 CG0176'ROAD, 11 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 3.5 FEET EAST
 CG0176'OF THE EAST POST OF A GATE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE,
 CG0176'AND 1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CG0176'STAMPED G 261 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0176'0.3 FOOT ABOVE GROUND.
 CG0176
 CG0176                          STATION RECOVERY (2001)
 CG0176
 CG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0176'DISK NOW STAMPED 'G 261 ASA 94 1945'.  E-W RAOD IS CALLED HEREFORD
 CG0176'ROAD.  ROAD TO NORTH IS NOW A GATED HIKING TRAIL.  A NEW WITNESS SIGN
 CG0176'(OF AZDT) IS 2 FEET NW OF MARK.  IT IS 0.4 MI EAST OF S. PALOMINAS
 CG0176'ROAD.  CONCRETE POST OF PARTIALLY EXHUMED AND IS PAINTED BLUE.  THERE
 CG0176'IS NO STATION AT HEREFORD AND RAILROAD IS NOW THE SAN PEDRO AND
 CG0176'SOUTHWESTERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0045 ***********************************************************************
 ET0045  DESIGNATION -  G 262
 ET0045  PID         -  ET0045
 ET0045  STATE/COUNTY-  AZ/YAVAPAI
 ET0045  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0045
 ET0045                         *CURRENT SURVEY CONTROL
 ET0045  ___________________________________________________________________
 ET0045* NAD 83(1986)-  34 38 39.     (N)    112 25 59.     (W)     SCALED    
 ET0045* NAVD 88     -      1541.40   (+/-2cm)    5057.1    (feet)  VERTCON   
 ET0045  ___________________________________________________________________
 ET0045  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0045
 ET0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0045
 ET0045.This mark is at Ernest A Love Field Airport (PRC)
 ET0045
 ET0045.The horizontal coordinates were scaled from a topographic map and have
 ET0045.an estimated accuracy of +/- 6 seconds.
 ET0045
 ET0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0045.The vertical order pertains to the NGVD 29 superseded value.
 ET0045
 ET0045.The geoid height was determined by GEOID03.
 ET0045
 ET0045;                    North         East    Units  Estimated Accuracy
 ET0045;SPC AZ C     -   404,220.      166,020.      MT  (+/- 180 meters Scaled)
 ET0045
 ET0045                          SUPERSEDED SURVEY CONTROL
 ET0045
 ET0045  NGVD 29 (??/??/92) 1540.530  (m)         5054.22   (f) ADJ UNCH    1 2
 ET0045
 ET0045.Superseded values are not recommended for survey control.
 ET0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0045.See file dsdata.txt to determine how the superseded data were derived.
 ET0045
 ET0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD686345(NAD 83)
 ET0045_MARKER: DB = BENCH MARK DISK
 ET0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0045_STAMPING: G 262 1945
 ET0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0045+STABILITY: SURFACE MOTION
 ET0045
 ET0045  HISTORY     - Date     Condition        Report By
 ET0045  HISTORY     - 1945     MONUMENTED       CGS
 ET0045  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0045  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 ET0045
 ET0045                          STATION DESCRIPTION
 ET0045
 ET0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0045'IN ERNEST A LOVE AIRPORT.
 ET0045'AT THE ERNEST A. LOVE AIRPORT, SET AT THE MAIN GATE, 49 FEET NORTHEAST
 ET0045'OF CENTER-LINE OF U.S. HIGHWAY NO. 89, 18 FEET WEST OF CENTER-LINE OF
 ET0045'ROAD NORTH INTO FIELD, 7.2 FEET NORTHWEST OF THE NORTHWEST GATE POST,
 ET0045'1.4 FEET SOUTHWEST OF THE FENCE, 1.7 FEET SOUTHEAST OF REFERENCE POST.
 ET0045'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 ET0045'FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 ET0045
 ET0045                          STATION RECOVERY (1973)
 ET0045
 ET0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0045'MARK NOT FOUND.
 ET0045
 ET0045                          STATION RECOVERY (1995)
 ET0045
 ET0045'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0045'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 ET0045'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0757 ***********************************************************************
 DV0757  DESIGNATION -  G 263
 DV0757  PID         -  DV0757
 DV0757  STATE/COUNTY-  AZ/MARICOPA
 DV0757  USGS QUAD   -  TONOPAH (1984)
 DV0757
 DV0757                         *CURRENT SURVEY CONTROL
 DV0757  ___________________________________________________________________
 DV0757* NAD 83(1986)-  33 29 38.     (N)    112 58 09.     (W)     SCALED    
 DV0757* NAVD 88     -       354.001  (meters)    1161.42   (feet)  ADJUSTED  
 DV0757  ___________________________________________________________________
 DV0757  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0757  DYNAMIC HT  -         353.588 (meters)    1160.06  (feet)  COMP
 DV0757  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DV0757
 DV0757  VERT ORDER  -  FIRST     CLASS II
 DV0757
 DV0757.The horizontal coordinates were scaled from a topographic map and have
 DV0757.an estimated accuracy of +/- 6 seconds.
 DV0757
 DV0757.The orthometric height was determined by differential leveling
 DV0757.and adjusted by the National Geodetic Survey in June 1991..
 DV0757
 DV0757.The geoid height was determined by GEOID03.
 DV0757
 DV0757.The dynamic height is computed by dividing the NAVD 88
 DV0757.geopotential number by the normal gravity value computed on the
 DV0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0757.degrees latitude (g = 980.6199 gals.).
 DV0757
 DV0757.The modeled gravity was interpolated from observed gravity values.
 DV0757
 DV0757;                    North         East    Units  Estimated Accuracy
 DV0757;SPC AZ C     -   277,020.      115,560.      MT  (+/- 180 meters Scaled)
 DV0757
 DV0757                          SUPERSEDED SURVEY CONTROL
 DV0757
 DV0757  NGVD 29 (??/??/92)  353.351  (m)         1159.29   (f) ADJ UNCH    1 2
 DV0757
 DV0757.Superseded values are not recommended for survey control.
 DV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0757.See file dsdata.txt to determine how the superseded data were derived.
 DV0757
 DV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC170077(NAD 83)
 DV0757_MARKER: DB = BENCH MARK DISK
 DV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0757_STAMPING: G 263 1947
 DV0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0757+STABILITY: SURFACE MOTION
 DV0757
 DV0757  HISTORY     - Date     Condition        Report By
 DV0757  HISTORY     - 1947     MONUMENTED       CGS
 DV0757  HISTORY     - 1967     GOOD             NGS
 DV0757  HISTORY     - 1981     GOOD             NGS
 DV0757
 DV0757                          STATION DESCRIPTION
 DV0757
 DV0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0757'1.6 MI W FROM TONOPAH.
 DV0757'1.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0757'TONOPAH, IN S 22, T 2 N, R 7 W, 0.1 MILE EAST OF THE INTERSECTION OF
 DV0757'INDIAN SCHOOL ROAD AND A TRAIL ROAD WHICH IS NEAR THE CROSSING OF
 DV0757'INDIAN SCHOOL ROAD AND A POWER LINE, 37 FEET NORTH OF THE CENTER LINE
 DV0757'OF THE ROAD, 143 FEET WEST OF POWER POLE NUMBER 42, 75 FEET WEST OF
 DV0757'THE CREST OF A SMALL HILL, 5 1/2 FEET NORTH OF A FENCE, 4.0 FEET EAST
 DV0757'OF A WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 DV0757'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0757
 DV0757                          STATION RECOVERY (1981)
 DV0757
 DV0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0722 ***********************************************************************
 DV0722  DESIGNATION -  G 264
 DV0722  PID         -  DV0722
 DV0722  STATE/COUNTY-  AZ/MARICOPA
 DV0722  USGS QUAD   -  BUCKEYE NW (1982)
 DV0722
 DV0722                         *CURRENT SURVEY CONTROL
 DV0722  ___________________________________________________________________
 DV0722* NAD 83(1986)-  33 27 23.     (N)    112 39 14.     (W)     SCALED    
 DV0722* NAVD 88     -       350.809  (meters)    1150.95   (feet)  ADJUSTED  
 DV0722  ___________________________________________________________________
 DV0722  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV0722  DYNAMIC HT  -         350.405 (meters)    1149.62  (feet)  COMP
 DV0722  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV0722
 DV0722  VERT ORDER  -  FIRST     CLASS II
 DV0722
 DV0722.The horizontal coordinates were scaled from a topographic map and have
 DV0722.an estimated accuracy of +/- 6 seconds.
 DV0722
 DV0722.The orthometric height was determined by differential leveling
 DV0722.and adjusted by the National Geodetic Survey in June 1991..
 DV0722
 DV0722.The geoid height was determined by GEOID03.
 DV0722
 DV0722.The dynamic height is computed by dividing the NAVD 88
 DV0722.geopotential number by the normal gravity value computed on the
 DV0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0722.degrees latitude (g = 980.6199 gals.).
 DV0722
 DV0722.The modeled gravity was interpolated from observed gravity values.
 DV0722
 DV0722;                    North         East    Units  Estimated Accuracy
 DV0722;SPC AZ C     -   272,610.      144,830.      MT  (+/- 180 meters Scaled)
 DV0722
 DV0722                          SUPERSEDED SURVEY CONTROL
 DV0722
 DV0722  NGVD 29 (??/??/92)  350.158  (m)         1148.81   (f) ADJ UNCH    1 2
 DV0722
 DV0722.Superseded values are not recommended for survey control.
 DV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0722.See file dsdata.txt to determine how the superseded data were derived.
 DV0722
 DV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC462031(NAD 83)
 DV0722_MARKER: DB = BENCH MARK DISK
 DV0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0722_STAMPING: G 264 1947
 DV0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0722+STABILITY: SURFACE MOTION
 DV0722
 DV0722  HISTORY     - Date     Condition        Report By
 DV0722  HISTORY     - 1947     MONUMENTED       CGS
 DV0722  HISTORY     - 1967     GOOD             NGS
 DV0722  HISTORY     - 1981     GOOD             NGS
 DV0722  HISTORY     - 20010417 POOR             MCDOT
 DV0722
 DV0722                          STATION DESCRIPTION
 DV0722
 DV0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0722'8.05 MI NW FROM BUCKEYE.
 DV0722'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0722'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 3.95 MILES
 DV0722'NORTHWEST ALONG YUMA ROAD, IN S 3, T 1 N, R 4 W, 33 FEET SOUTH OF THE
 DV0722'CENTER LINE OF THE ROAD, 144 FEET WEST OF POWER POLE NUMBER 4-13, 30
 DV0722'FEET SOUTH OF THE MIDDLE OF 3 POWER LINE WIRES, 3.7 FEET NORTHWEST OF
 DV0722'A 4- BY 4-INCH WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0722'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DV0722
 DV0722                          STATION RECOVERY (1981)
 DV0722
 DV0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0722'RECOVERED IN GOOD CONDITION.
 DV0722
 DV0722                          STATION RECOVERY (2001)
 DV0722
 DV0722'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0722'MONUMENT IS COMPLETLY EXPOSED, THOUGH APPEARS SOLID, AND IS ABOUT 2'
 DV0722'FROM GRADED RD.
 DV0722'FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .2 MILES E TO BEND IN RD.
 DV0722'THENCE.2MILE S TO ANOTHER BEND IN RD. THENCE 1.1MILE SE TO BM G264
 DV0722'USC+G BC SET IN CONC. PEDESTAL EXPOSED BUT APPEARS SOLID, AND IS 2'
 DV0722'FROM GRADED SURFACE OF ROAD
 DV0722' 
 DV0722' 
 DV0722' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0108 ***********************************************************************
 DV0108  DESIGNATION -  G 265
 DV0108  PID         -  DV0108
 DV0108  STATE/COUNTY-  AZ/MARICOPA
 DV0108  USGS QUAD   -  WADDELL (1975)
 DV0108
 DV0108                         *CURRENT SURVEY CONTROL
 DV0108  ___________________________________________________________________
 DV0108* NAD 83(1986)-  33 31 18.     (N)    112 28 11.     (W)     SCALED    
 DV0108* NAVD 88     -       356.194  (meters)    1168.61   (feet)  ADJUSTED  
 DV0108  ___________________________________________________________________
 DV0108  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV0108  DYNAMIC HT  -         355.784 (meters)    1167.27  (feet)  COMP
 DV0108  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV0108
 DV0108  VERT ORDER  -  FIRST     CLASS II
 DV0108
 DV0108.The horizontal coordinates were scaled from a topographic map and have
 DV0108.an estimated accuracy of +/- 6 seconds.
 DV0108
 DV0108.The orthometric height was determined by differential leveling
 DV0108.and adjusted by the National Geodetic Survey in June 1991..
 DV0108
 DV0108.The geoid height was determined by GEOID03.
 DV0108
 DV0108.The dynamic height is computed by dividing the NAVD 88
 DV0108.geopotential number by the normal gravity value computed on the
 DV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0108.degrees latitude (g = 980.6199 gals.).
 DV0108
 DV0108.The modeled gravity was interpolated from observed gravity values.
 DV0108
 DV0108;                    North         East    Units  Estimated Accuracy
 DV0108;SPC AZ C     -   279,740.      161,990.      MT  (+/- 180 meters Scaled)
 DV0108
 DV0108                          SUPERSEDED SURVEY CONTROL
 DV0108
 DV0108  NGVD 29 (??/??/92)  355.708  (m)         1167.02   (f) ADJ UNCH    1 2
 DV0108
 DV0108.Superseded values are not recommended for survey control.
 DV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0108.See file dsdata.txt to determine how the superseded data were derived.
 DV0108
 DV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635100(NAD 83)
 DV0108_MARKER: DB = BENCH MARK DISK
 DV0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0108_STAMPING: G 265 1948
 DV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0108+STABILITY: SURFACE MOTION
 DV0108
 DV0108  HISTORY     - Date     Condition        Report By
 DV0108  HISTORY     - 1948     MONUMENTED       CGS
 DV0108  HISTORY     - 1967     GOOD             NGS
 DV0108  HISTORY     - 1981     GOOD             NGS
 DV0108
 DV0108                          STATION DESCRIPTION
 DV0108
 DV0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0108'12.5 MI NW FROM GOODYEAR.
 DV0108'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0108'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0108'ALONG WEST INDIAN SCHOOL ROAD, THENCE 2.0 MILES NORTH ALONG CANAL ROAD
 DV0108'WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION 16, T
 DV0108'2 N, R 2 W, 22 1/2 FEET EAST OF THE CENTER LINE OF CANAL ROAD, 102
 DV0108'YARDS SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 73 YARDS SOUTH OF THE
 DV0108'CENTER LINE OF A WASH, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 DV0108'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0108'POST WHICH PROJECTS 6 INCHES.
 DV0108
 DV0108                          STATION RECOVERY (1981)
 DV0108
 DV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0255 ***********************************************************************
 DV0255  DESIGNATION -  G 266
 DV0255  PID         -  DV0255
 DV0255  STATE/COUNTY-  AZ/MARICOPA
 DV0255  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0255
 DV0255                         *CURRENT SURVEY CONTROL
 DV0255  ___________________________________________________________________
 DV0255* NAD 83(1986)-  33 37 56.     (N)    112 21 52.     (W)     SCALED    
 DV0255* NAVD 88     -       367.33   (+/-2cm)    1205.1    (feet)  VERTCON   
 DV0255  ___________________________________________________________________
 DV0255  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0255
 DV0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0255
 DV0255.The horizontal coordinates were scaled from a topographic map and have
 DV0255.an estimated accuracy of +/- 6 seconds.
 DV0255
 DV0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0255.The vertical order pertains to the NGVD 29 superseded value.
 DV0255
 DV0255.The geoid height was determined by GEOID03.
 DV0255
 DV0255;                    North         East    Units  Estimated Accuracy
 DV0255;SPC AZ C     -   291,950.      171,820.      MT  (+/- 180 meters Scaled)
 DV0255
 DV0255                          SUPERSEDED SURVEY CONTROL
 DV0255
 DV0255  NGVD 29 (??/??/92)  366.771  (m)         1203.31   (f) ADJ UNCH    2 0
 DV0255
 DV0255.Superseded values are not recommended for survey control.
 DV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0255.See file dsdata.txt to determine how the superseded data were derived.
 DV0255
 DV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC734222(NAD 83)
 DV0255_MARKER: DB = BENCH MARK DISK
 DV0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0255_STAMPING: G 266 1948
 DV0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0255+STABILITY: SURFACE MOTION
 DV0255
 DV0255  HISTORY     - Date     Condition        Report By
 DV0255  HISTORY     - 1948     MONUMENTED       CGS
 DV0255
 DV0255                          STATION DESCRIPTION
 DV0255
 DV0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0255'2.6 MI SE FROM BEARDSLEY.
 DV0255'ABOUT 2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0255'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.6 MILE SOUTH ALONG AN
 DV0255'ASPHALT ROAD, AT LUKE NO. 3 AIRPORT, AT THE CONTROL TOWER, 6.2 FEET
 DV0255'NORTHWEST OF THE SOUTHWEST CORNER OF THE CONTROL TOWER, 5.8 FEET
 DV0255'SOUTHWEST OF THE NORTHWEST CORNER OF THE CONTROL TOWER, SET IN THE TOP
 DV0255'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0119 ***********************************************************************
 DV0119  DESIGNATION -  G 267
 DV0119  PID         -  DV0119
 DV0119  STATE/COUNTY-  AZ/MARICOPA
 DV0119  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0119
 DV0119                         *CURRENT SURVEY CONTROL
 DV0119  ___________________________________________________________________
 DV0119* NAD 83(1986)-  33 40 09.     (N)    112 08 06.     (W)     SCALED    
 DV0119* NAVD 88     -       411.75   (+/-2cm)    1350.9    (feet)  VERTCON   
 DV0119  ___________________________________________________________________
 DV0119  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV0119
 DV0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0119
 DV0119.The horizontal coordinates were scaled from a topographic map and have
 DV0119.an estimated accuracy of +/- 6 seconds.
 DV0119
 DV0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0119.The vertical order pertains to the NGVD 29 superseded value.
 DV0119
 DV0119.The geoid height was determined by GEOID03.
 DV0119
 DV0119;                    North         East    Units  Estimated Accuracy
 DV0119;SPC AZ C     -   295,980.      193,110.      MT  (+/- 180 meters Scaled)
 DV0119
 DV0119                          SUPERSEDED SURVEY CONTROL
 DV0119
 DV0119  NGVD 29 (??/??/92)  411.179  (m)         1349.01   (f) ADJ UNCH    1 2
 DV0119
 DV0119.Superseded values are not recommended for survey control.
 DV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0119.See file dsdata.txt to determine how the superseded data were derived.
 DV0119
 DV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947260(NAD 83)
 DV0119_MARKER: DB = BENCH MARK DISK
 DV0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0119_STAMPING: G 267 1948
 DV0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0119+STABILITY: SURFACE MOTION
 DV0119
 DV0119  HISTORY     - Date     Condition        Report By
 DV0119  HISTORY     - 1948     MONUMENTED       CGS
 DV0119  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV0119
 DV0119                          STATION DESCRIPTION
 DV0119
 DV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0119'11.8 MI NE FROM GLENDALE.
 DV0119'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0119'GLENDALE, THENCE 10.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD. AT
 DV0119'A FENCE CORNER, ABOUT 0.4 MILE NORTH OF A RANCH HOUSE, 40.9 FEET WEST
 DV0119'OF THE CENTER LINE OF THE OLD BLACK CANYON ROAD, 3.8 FEET WEST OF A
 DV0119'CORNER FENCE POST, 1.4 FEET NORTH OF A WIRE FENCE, 2.2 FEET EAST OF A
 DV0119'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0119'OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0119
 DV0119                          STATION RECOVERY (1970)
 DV0119
 DV0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1101 ***********************************************************************
 DU1101  DESIGNATION -  G 268
 DU1101  PID         -  DU1101
 DU1101  STATE/COUNTY-  AZ/MARICOPA
 DU1101  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1101
 DU1101                         *CURRENT SURVEY CONTROL
 DU1101  ___________________________________________________________________
 DU1101* NAD 83(1986)-  33 31 26.     (N)    111 58 54.     (W)     SCALED    
 DU1101* NAVD 88     -       398.25   (+/-2cm)    1306.6    (feet)  VERTCON   
 DU1101  ___________________________________________________________________
 DU1101  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1101
 DU1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1101
 DU1101.The horizontal coordinates were scaled from a topographic map and have
 DU1101.an estimated accuracy of +/- 6 seconds.
 DU1101
 DU1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1101.The vertical order pertains to the NGVD 29 superseded value.
 DU1101
 DU1101.The geoid height was determined by GEOID03.
 DU1101
 DU1101;                    North         East    Units  Estimated Accuracy
 DU1101;SPC AZ C     -   279,850.      207,320.      MT  (+/- 180 meters Scaled)
 DU1101
 DU1101                          SUPERSEDED SURVEY CONTROL
 DU1101
 DU1101  NGVD 29 (??/??/92)  397.67   (m)         1304.7    (f) COMPUTED    1 2
 DU1101
 DU1101.Superseded values are not recommended for survey control.
 DU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1101.See file dsdata.txt to determine how the superseded data were derived.
 DU1101
 DU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC088097(NAD 83)
 DU1101_MARKER: DB = BENCH MARK DISK
 DU1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1101_STAMPING: G 268 1948
 DU1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1101+STABILITY: SURFACE MOTION
 DU1101
 DU1101  HISTORY     - Date     Condition        Report By
 DU1101  HISTORY     - 1948     MONUMENTED       CGS
 DU1101  HISTORY     - 1967     MARK NOT FOUND   USGS
 DU1101
 DU1101                          STATION DESCRIPTION
 DU1101
 DU1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1101'5.3 MI NW FROM SCOTTSDALE.
 DU1101'ABOUT 2.1 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1101'AT SCOTTSDALE, THENCE 3.2 MILES WEST ALONG MC DONALD DRIVE, ABOUT 0.4
 DU1101'MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE
 DU1101'CAMELBACK INN, 91.0 FEET EAST OF THE CENTER OF A WASH AT A DIP IN THE
 DU1101'ROAD, 48.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF
 DU1101'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DU1101'OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- MACDONALD DRIVE HAS
 DU1101'BEEN WIDENED AT THE DESCRIBED LOCATION OF THIS MARK.  IT IS BELIEVED
 DU1101'THAT THE MARK WAS EITHER DESTROYED OR COVERED DURING ROAD
 DU1101'CONSTRUCTION.
 DU1101
 DU1101                          STATION RECOVERY (1967)
 DU1101
 DU1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DU1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1071 ***********************************************************************
 DU1071  DESIGNATION -  G 269
 DU1071  PID         -  DU1071
 DU1071  STATE/COUNTY-  AZ/MARICOPA
 DU1071  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1071
 DU1071                         *CURRENT SURVEY CONTROL
 DU1071  ___________________________________________________________________
 DU1071* NAD 83(1986)-  33 30 58.     (N)    111 41 48.     (W)     SCALED    
 DU1071* NAVD 88     -       402.844  (meters)    1321.66   (feet)  READJUSTED
 DU1071  ___________________________________________________________________
 DU1071  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1071  DYNAMIC HT  -         402.370 (meters)    1320.11  (feet)  COMP
 DU1071  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 DU1071
 DU1071  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1071
 DU1071.The horizontal coordinates were scaled from a topographic map and have
 DU1071.an estimated accuracy of +/- 6 seconds.
 DU1071
 DU1071.The orthometric height was determined by differential leveling
 DU1071.and adjusted by the National Geodetic Survey in April 1999..
 DU1071.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1071.distribution rate of 0.0 thru 1.0 mm/km.
 DU1071.The height was derived from older observations constrained to new
 DU1071.heights in a crustal motion area.  The height is approximate in
 DU1071.relation to other heights in its vicinity.
 DU1071
 DU1071.The geoid height was determined by GEOID03.
 DU1071
 DU1071.The dynamic height is computed by dividing the NAVD 88
 DU1071.geopotential number by the normal gravity value computed on the
 DU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1071.degrees latitude (g = 980.6199 gals.).
 DU1071
 DU1071.The modeled gravity was interpolated from observed gravity values.
 DU1071
 DU1071;                    North         East    Units  Estimated Accuracy
 DU1071;SPC AZ C     -   279,010.      233,800.      MT  (+/- 180 meters Scaled)
 DU1071
 DU1071                          SUPERSEDED SURVEY CONTROL
 DU1071
 DU1071  NAVD 88 (06/15/91)  402.856  (m)         1321.70   (f) UNKNOWN     1 1
 DU1071  NGVD 29 (??/??/92)  402.273  (m)         1319.79   (f) ADJ UNCH    1 1
 DU1071
 DU1071.Superseded values are not recommended for survey control.
 DU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1071.See file dsdata.txt to determine how the superseded data were derived.
 DU1071
 DU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353087(NAD 83)
 DU1071_MARKER: DD = SURVEY DISK
 DU1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1071_SP_SET: ABUTMENT
 DU1071_STAMPING: G 269
 DU1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1071
 DU1071  HISTORY     - Date     Condition        Report By
 DU1071  HISTORY     - UNK      MONUMENTED       BOR
 DU1071  HISTORY     - 1967     GOOD             NGS
 DU1071  HISTORY     - 1975     GOOD             NGS
 DU1071  HISTORY     - 1980     GOOD             NGS
 DU1071
 DU1071                          STATION DESCRIPTION
 DU1071
 DU1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1071'8.7 MI N FROM BUCKHORN.
 DU1071'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1071'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1071'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1071'ALONG A GRAVELED ROAD, IN SECTION 13, T 2 N, R 6 E, 0.3 MILE WEST OF
 DU1071'THE NORTH END OF GRANITE REEF DAM, 9 1/2 FEET WEST OF THE CENTER LINE
 DU1071'OF THE ROAD, A U.S. RECLAMATION SERVICE DISK SET IN THE TOP OF THE
 DU1071'WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE
 DU1071'ARIZONA CANAL, 19 FEET WEST OF THE NORTHWEST CORNER OF A SMALL METAL
 DU1071'BUILDING, AND ABOUT LEVEL WITH THE ROAD.
 DU1071
 DU1071                          STATION RECOVERY (1975)
 DU1071
 DU1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1071'ABOUT 6.5 MILES NORTH ALONG BUSH HIGHWAY FROM THE INTERSECTION OF U.S.
 DU1071'HWY. 60, 70, 80, AND 89 AND BUSH HWY. IN EAST MESA, THENCE 0.85 MILE
 DU1071'WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 DU1071'IN SECTION 13, T2N, R6E, 0.3 MILE WEST OF THE NORTH END OF GRANITE
 DU1071'REEF DAM, 9 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, A U.S.
 DU1071'RECLAMATION SERVICE DISK SET IN THE TOP OF THE WEST END OF THE SOUTH
 DU1071'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE ARIZONA CANAL, 19 FEET
 DU1071'WEST OF THE NORTHWEST CORNER OF A SMALL METAL BUILDING, AND ABOUT
 DU1071'LEVEL WITH THE ROAD.  1/4, SEC 13, T 2N, R 6E.
 DU1071
 DU1071                          STATION RECOVERY (1980)
 DU1071
 DU1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0158 ***********************************************************************
 ET0158  DESIGNATION -  G 27
 ET0158  PID         -  ET0158
 ET0158  STATE/COUNTY-  AZ/YAVAPAI
 ET0158  USGS QUAD   -  PRESCOTT (1973)
 ET0158
 ET0158                         *CURRENT SURVEY CONTROL
 ET0158  ___________________________________________________________________
 ET0158* NAD 83(1986)-  34 33 03.     (N)    112 28 47.     (W)     SCALED    
 ET0158* NAVD 88     -      1635.577  (meters)    5366.06   (feet)  POSTED    
 ET0158  ___________________________________________________________________
 ET0158  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0158  DYNAMIC HT  -        1633.330 (meters)    5358.68  (feet)  COMP
 ET0158  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 ET0158
 ET0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0158
 ET0158.The horizontal coordinates were scaled from a topographic map and have
 ET0158.an estimated accuracy of +/- 6 seconds.
 ET0158
 ET0158.The orthometric height was determined by differential leveling
 ET0158.and adjusted by the National Geodetic Survey in November 2005..
 ET0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0158.rate of 1.1 thru 2.0 mm/km.
 ET0158
 ET0158.The geoid height was determined by GEOID03.
 ET0158
 ET0158.The dynamic height is computed by dividing the NAVD 88
 ET0158.geopotential number by the normal gravity value computed on the
 ET0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0158.degrees latitude (g = 980.6199 gals.).
 ET0158
 ET0158.The modeled gravity was interpolated from observed gravity values.
 ET0158
 ET0158;                    North         East    Units  Estimated Accuracy
 ET0158;SPC AZ C     -   393,890.      161,690.      MT  (+/- 180 meters Scaled)
 ET0158
 ET0158                          SUPERSEDED SURVEY CONTROL
 ET0158
 ET0158  NGVD 29 (??/??/92) 1634.728  (m)         5363.27   (f) ADJ UNCH    1 2
 ET0158
 ET0158.Superseded values are not recommended for survey control.
 ET0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0158.See file dsdata.txt to determine how the superseded data were derived.
 ET0158
 ET0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD642242(NAD 83)
 ET0158_MARKER: DB = BENCH MARK DISK
 ET0158_SETTING: 66 = SET IN ROCK OUTCROP
 ET0158_SP_SET: GRANITE ROCK
 ET0158_STAMPING: G 27 1933
 ET0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0158+STABILITY: POSITION/ELEVATION WELL
 ET0158
 ET0158  HISTORY     - Date     Condition        Report By
 ET0158  HISTORY     - 1933     MONUMENTED       CGS
 ET0158  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0158  HISTORY     - 20030608 MARK NOT FOUND   NGS
 ET0158
 ET0158                          STATION DESCRIPTION
 ET0158
 ET0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0158'IN PRESCOTT.
 ET0158'ON A.T. AND S. F. RIGHT OF WAY, 300 FEET NORTHWEST OF HIGHWAY
 ET0158'CROSSING, 42 FEET EAST OF MILEPOST 58, 25 FEET NORTHEAST OF RAILROAD
 ET0158'CENTER-LINE, ON TOP OF GRANITE ROCK PAINTED WHITE B.M.
 ET0158
 ET0158                          STATION RECOVERY (1997)
 ET0158
 ET0158'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0158'MARK NOT FOUND.
 ET0158
 ET0158                          STATION RECOVERY (2003)
 ET0158
 ET0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0158'AREA HAS BEEN DISTURBED BY CONSTRUCTION.  MARK WAS SEEN IN PLACE BY
 ET0158'THIS PARTY IN 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0425 ***********************************************************************
 DU0425  DESIGNATION -  G 270
 DU0425  PID         -  DU0425
 DU0425  STATE/COUNTY-  AZ/MARICOPA
 DU0425  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0425
 DU0425                         *CURRENT SURVEY CONTROL
 DU0425  ___________________________________________________________________
 DU0425* NAD 83(1986)-  33 32 41.     (N)    111 20 16.     (W)     SCALED    
 DU0425* NAVD 88     -       865.145  (meters)    2838.40   (feet)  ADJUSTED  
 DU0425  ___________________________________________________________________
 DU0425  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0425  DYNAMIC HT  -         864.010 (meters)    2834.67  (feet)  COMP
 DU0425  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 DU0425
 DU0425  VERT ORDER  -  FIRST     CLASS II
 DU0425
 DU0425.The horizontal coordinates were scaled from a topographic map and have
 DU0425.an estimated accuracy of +/- 6 seconds.
 DU0425
 DU0425.The orthometric height was determined by differential leveling
 DU0425.and adjusted by the National Geodetic Survey in June 1991..
 DU0425
 DU0425.The geoid height was determined by GEOID03.
 DU0425
 DU0425.The dynamic height is computed by dividing the NAVD 88
 DU0425.geopotential number by the normal gravity value computed on the
 DU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0425.degrees latitude (g = 980.6199 gals.).
 DU0425
 DU0425.The modeled gravity was interpolated from observed gravity values.
 DU0425
 DU0425;                    North         East    Units  Estimated Accuracy
 DU0425;SPC AZ C     -   282,310.      267,120.      MT  (+/- 180 meters Scaled)
 DU0425
 DU0425                          SUPERSEDED SURVEY CONTROL
 DU0425
 DU0425  NGVD 29 (??/??/92)  864.511  (m)         2836.32   (f) ADJ UNCH    1 2
 DU0425
 DU0425.Superseded values are not recommended for survey control.
 DU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0425.See file dsdata.txt to determine how the superseded data were derived.
 DU0425
 DU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC686117(NAD 83)
 DU0425_MARKER: DB = BENCH MARK DISK
 DU0425_SETTING: 66 = SET IN ROCK OUTCROP
 DU0425_SP_SET: ROCK OUTCROP
 DU0425_STAMPING: G 270 1948
 DU0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0425+STABILITY: POSITION/ELEVATION WELL
 DU0425
 DU0425  HISTORY     - Date     Condition        Report By
 DU0425  HISTORY     - 1948     MONUMENTED       CGS
 DU0425  HISTORY     - 1980     GOOD             NGS
 DU0425
 DU0425                          STATION DESCRIPTION
 DU0425
 DU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0425'5.5 MI NE FROM TORTILLA FLAT.
 DU0425'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0425'TORTILLA FLAT, 0.4 MILE WEST OF MILE POST 21-39, 135 FEET NORTH OF THE
 DU0425'CENTER LINE OF THE HIGHWAY, 51.8 FEET WEST OF THE CENTER LINE OF THE
 DU0425'ROAD LEADING TO HORSE MESA DAM, 2.0 FEET NORTH OF THE SOUTH EDGE OF
 DU0425'THE OUTCROP, ABOUT 10 FEET ABOVE THE HIGHWAY LEVEL, SET AT THE SUMMIT
 DU0425'OF THE HIGHWAY IN A ROCK OUTCROP AND PROJECTING ABOUT 2.0 FEET ABOVE
 DU0425'THE GROUND.
 DU0425
 DU0425                          STATION RECOVERY (1980)
 DU0425
 DU0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0425'6.9 KM (4.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0425'AT TORTILLA FLAT, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 219,
 DU0425'IN TOP OF A ROCK OUTCROP, AT THE NORTHEAST CORNER OF THE
 DU0425'JUNCTION OF A DIRT ROAD LEADING NORTH TO HORSE MESA DAM,
 DU0425'41.1 METERS (135 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DU0425'15.7 METERS (51.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DU0425'ROAD, 0.6 METER (2.0 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 DU0425'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0492 ***********************************************************************
 DV0492  DESIGNATION -  G 271
 DV0492  PID         -  DV0492
 DV0492  STATE/COUNTY-  AZ/MARICOPA
 DV0492  USGS QUAD   -  PHOENIX (1982)
 DV0492
 DV0492                         *CURRENT SURVEY CONTROL
 DV0492  ___________________________________________________________________
 DV0492* NAD 83(1986)-  33 26 39.     (N)    112 07 03.     (W)     SCALED    
 DV0492* NAVD 88     -       325.09   (+/-2cm)    1066.6    (feet)  VERTCON   
 DV0492  ___________________________________________________________________
 DV0492  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0492
 DV0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0492
 DV0492.The horizontal coordinates were scaled from a topographic map and have
 DV0492.an estimated accuracy of +/- 6 seconds.
 DV0492
 DV0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0492.The vertical order pertains to the NGVD 29 superseded value.
 DV0492
 DV0492.The geoid height was determined by GEOID03.
 DV0492
 DV0492;                    North         East    Units  Estimated Accuracy
 DV0492;SPC AZ C     -   271,030.      194,690.      MT  (+/- 180 meters Scaled)
 DV0492
 DV0492                          SUPERSEDED SURVEY CONTROL
 DV0492
 DV0492  NGVD 29 (??/??/92)  324.436  (m)         1064.42   (f) ADJ UNCH    2 0
 DV0492
 DV0492.Superseded values are not recommended for survey control.
 DV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0492.See file dsdata.txt to determine how the superseded data were derived.
 DV0492
 DV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961010(NAD 83)
 DV0492_MARKER: DB = BENCH MARK DISK
 DV0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0492_SP_SET: CULVERT
 DV0492_STAMPING: G 271 1948
 DV0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0492
 DV0492  HISTORY     - Date     Condition        Report By
 DV0492  HISTORY     - 1948     MONUMENTED       CGS
 DV0492  HISTORY     - 1960     GOOD             NGS
 DV0492
 DV0492                          STATION DESCRIPTION
 DV0492
 DV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0492'2.2 MI W FROM PHOENIX.
 DV0492'2.2 MILES WEST ALONG SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0492'STATION AT PHOENIX, 32.3 FEET NORTH OF THE MAIN TRACK, 24.9 FEET WEST
 DV0492'OF THE CENTER LINE OF 27TH. AVE, 0.5 FOOT EAST OF THE WEST EDGE, 0.4
 DV0492'FOOT SOUTH OF THE NORTH EDGE, SET IN TOP OF CONCRETE HEADWALL OF A
 DV0492'CONCRETE CULVERT UNDER RAILROAD, 2.0 FEET BELOW THE LEVEL OF THE
 DV0492'HIGHWAY.
 DV0492
 DV0492                          STATION RECOVERY (1960)
 DV0492
 DV0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0424 ***********************************************************************
 DV0424  DESIGNATION -  G 272
 DV0424  PID         -  DV0424
 DV0424  STATE/COUNTY-  AZ/MARICOPA
 DV0424  USGS QUAD   -  PHOENIX (1982)
 DV0424
 DV0424                         *CURRENT SURVEY CONTROL
 DV0424  ___________________________________________________________________
 DV0424* NAD 83(1986)-  33 24 24.     (N)    112 05 19.     (W)     SCALED    
 DV0424* NAVD 88     -       324.46   (+/-2cm)    1064.5    (feet)  VERTCON   
 DV0424  ___________________________________________________________________
 DV0424  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0424
 DV0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0424
 DV0424.The horizontal coordinates were scaled from a topographic map and have
 DV0424.an estimated accuracy of +/- 6 seconds.
 DV0424
 DV0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0424.The vertical order pertains to the NGVD 29 superseded value.
 DV0424
 DV0424.The geoid height was determined by GEOID03.
 DV0424
 DV0424;                    North         East    Units  Estimated Accuracy
 DV0424;SPC AZ C     -   266,860.      197,370.      MT  (+/- 180 meters Scaled)
 DV0424
 DV0424                          SUPERSEDED SURVEY CONTROL
 DV0424
 DV0424  NGVD 29 (??/??/92)  323.806  (m)         1062.35   (f) ADJ UNCH    2 0
 DV0424
 DV0424.Superseded values are not recommended for survey control.
 DV0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0424.See file dsdata.txt to determine how the superseded data were derived.
 DV0424
 DV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB987969(NAD 83)
 DV0424_MARKER: DB = BENCH MARK DISK
 DV0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0424_STAMPING: G 272 1948
 DV0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0424+STABILITY: SURFACE MOTION
 DV0424
 DV0424  HISTORY     - Date     Condition        Report By
 DV0424  HISTORY     - 1948     MONUMENTED       CGS
 DV0424
 DV0424                          STATION DESCRIPTION
 DV0424
 DV0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0424'3.9 MI SW FROM PHOENIX.
 DV0424'2.9 MILES SOUTH ALONG SOUTH CENTRAL AVE, FROM THE UNION STATION AT
 DV0424'PHOENIX, THENCE 1.0 MILE WEST ALONG BROADWAY TO THE ARIZONA HELICOPTER
 DV0424'BASE, 39.6 FEET WEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 33.4
 DV0424'FEET SOUTH OF THE CENTER LINE OF BROADWAY, 1.2 FEET SOUTH OF A WIRE
 DV0424'FENCE, ABOUT LEVEL WITH THE ENTRANCE ROAD AND 3.2 FEET EAST OF A WHITE
 DV0424'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DV0424'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0797 ***********************************************************************
 DU0797  DESIGNATION -  G 273
 DU0797  PID         -  DU0797
 DU0797  STATE/COUNTY-  AZ/MARICOPA
 DU0797  USGS QUAD   -  TEMPE (1982)
 DU0797
 DU0797                         *CURRENT SURVEY CONTROL
 DU0797  ___________________________________________________________________
 DU0797* NAD 83(1986)-  33 24 28.     (N)    111 56 38.     (W)     SCALED    
 DU0797* NAVD 88     -       354.48   (+/-2cm)    1163.0    (feet)  VERTCON   
 DU0797  ___________________________________________________________________
 DU0797  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0797
 DU0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0797
 DU0797.The horizontal coordinates were scaled from a topographic map and have
 DU0797.an estimated accuracy of +/- 6 seconds.
 DU0797
 DU0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0797.The vertical order pertains to the NGVD 29 superseded value.
 DU0797
 DU0797.The geoid height was determined by GEOID03.
 DU0797
 DU0797;                    North         East    Units  Estimated Accuracy
 DU0797;SPC AZ C     -   266,970.      210,830.      MT  (+/- 180 meters Scaled)
 DU0797
 DU0797                          SUPERSEDED SURVEY CONTROL
 DU0797
 DU0797  NGVD 29 (??/??/92)  353.858  (m)         1160.95   (f) ADJ UNCH    2 0
 DU0797
 DU0797.Superseded values are not recommended for survey control.
 DU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0797.See file dsdata.txt to determine how the superseded data were derived.
 DU0797
 DU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122968(NAD 83)
 DU0797_MARKER: DB = BENCH MARK DISK
 DU0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0797_SP_SET: CULVERT
 DU0797_STAMPING: G 273 1948
 DU0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0797
 DU0797  HISTORY     - Date     Condition        Report By
 DU0797  HISTORY     - 1948     MONUMENTED       CGS
 DU0797  HISTORY     - 1959     GOOD             NGS
 DU0797  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0797
 DU0797                          STATION DESCRIPTION
 DU0797
 DU0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0797'1.3 MI S FROM TEMPE.
 DU0797'1.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0797'STATION AT TEMPE, 70.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DU0797'FENCE AROUND THE TEMPE AIRPORT, 38.0 FEET NORTHWEST OF THE NORTHWEST
 DU0797'CORNER OF A PUMP HOUSE, 28.2 FEET NORTH OF THE CENTER LINE OF THE
 DU0797'ROAD, 12.7 FEET EAST OF THE CENTER LINE OF THE RAILROAD, SET IN THE
 DU0797'TOP AND IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 DU0797'THE RAILROAD, ABOUT 1.0 FOOT BELOW THE LEVEL OF THE TRACKS.
 DU0797
 DU0797                          STATION RECOVERY (1959)
 DU0797
 DU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0797'RECOVERED IN GOOD CONDITION.
 DU0797
 DU0797                          STATION RECOVERY (1992)
 DU0797
 DU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0797'THE DESCRIBED HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1378 ***********************************************************************
 CZ1378  DESIGNATION -  G 275
 CZ1378  PID         -  CZ1378
 CZ1378  STATE/COUNTY-  AZ/PINAL
 CZ1378  USGS QUAD   -  STANFIELD (1992)
 CZ1378
 CZ1378                         *CURRENT SURVEY CONTROL
 CZ1378  ___________________________________________________________________
 CZ1378* NAD 83(1986)-  32 59 58.     (N)    111 56 38.     (W)     SCALED    
 CZ1378* NAVD 88     -       378.00   (+/-2cm)    1240.2    (feet)  VERTCON   
 CZ1378  ___________________________________________________________________
 CZ1378  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1378
 CZ1378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1378
 CZ1378.The horizontal coordinates were scaled from a topographic map and have
 CZ1378.an estimated accuracy of +/- 6 seconds.
 CZ1378
 CZ1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1378.The vertical order pertains to the NGVD 29 superseded value.
 CZ1378
 CZ1378.The geoid height was determined by GEOID03.
 CZ1378
 CZ1378;                    North         East    Units  Estimated Accuracy
 CZ1378;SPC AZ C     -   221,690.      210,820.      MT  (+/- 180 meters Scaled)
 CZ1378
 CZ1378                          SUPERSEDED SURVEY CONTROL
 CZ1378
 CZ1378  NGVD 29 (??/??/92)  377.529  (m)         1238.61   (f) ADJ UNCH    2 0
 CZ1378
 CZ1378.Superseded values are not recommended for survey control.
 CZ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1378.See file dsdata.txt to determine how the superseded data were derived.
 CZ1378
 CZ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118516(NAD 83)
 CZ1378_MARKER: DB = BENCH MARK DISK
 CZ1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1378_STAMPING: G 275 1948
 CZ1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1378+STABILITY: SURFACE MOTION
 CZ1378
 CZ1378  HISTORY     - Date     Condition        Report By
 CZ1378  HISTORY     - 1948     MONUMENTED       CGS
 CZ1378  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1378  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1378
 CZ1378                          STATION DESCRIPTION
 CZ1378
 CZ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1378'7.9 MI SE FROM MARICOPA.
 CZ1378'7.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1378'POST OFFICE AT MARICOPA, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, 96.6
 CZ1378'FEET NORTHWEST OF THE CENTER LINE OF A ROAD TO A FARM HOUSE, 17.8 FEET
 CZ1378'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WIRE
 CZ1378'FENCE, 2.0 FEET ABOVE THE LEVEL OF THE ROAD, 2.8 FEET SOUTHEAST OF A
 CZ1378'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CZ1378'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ1378
 CZ1378                          STATION RECOVERY (1980)
 CZ1378
 CZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1378'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IS NOW A
 CZ1378'PLOWED FIELD AND PIECES OF CONCRETE WERE FOUND LYING IN THE DESCRIBED
 CZ1378'AREA OF THE MARK.
 CZ1378
 CZ1378                          STATION RECOVERY (1980)
 CZ1378
 CZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1378'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IS NOW A
 CZ1378'PLOWED FIELD AND PIECES OF CONCRETE WERE FOUND LYING IN THE DESCRIBED
 CZ1378'AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0837 ***********************************************************************
 DU0837  DESIGNATION -  G 276
 DU0837  PID         -  DU0837
 DU0837  STATE/COUNTY-  AZ/PINAL
 DU0837  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0837
 DU0837                         *CURRENT SURVEY CONTROL
 DU0837  ___________________________________________________________________
 DU0837* NAD 83(1986)-  33 07 02.     (N)    111 50 26.     (W)     SCALED    
 DU0837* NAVD 88     -       371.20   (+/-2cm)    1217.8    (feet)  VERTCON   
 DU0837  ___________________________________________________________________
 DU0837  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU0837
 DU0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0837
 DU0837.The horizontal coordinates were scaled from a topographic map and have
 DU0837.an estimated accuracy of +/- 6 seconds.
 DU0837
 DU0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0837.The vertical order pertains to the NGVD 29 superseded value.
 DU0837
 DU0837.The geoid height was determined by GEOID03.
 DU0837
 DU0837;                    North         East    Units  Estimated Accuracy
 DU0837;SPC AZ C     -   234,750.      220,460.      MT  (+/- 180 meters Scaled)
 DU0837
 DU0837                          SUPERSEDED SURVEY CONTROL
 DU0837
 DU0837  NGVD 29 (??/??/92)  370.728  (m)         1216.30   (f) ADJ UNCH    2 0
 DU0837
 DU0837.Superseded values are not recommended for survey control.
 DU0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0837.See file dsdata.txt to determine how the superseded data were derived.
 DU0837
 DU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215645(NAD 83)
 DU0837_MARKER: DB = BENCH MARK DISK
 DU0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0837_SP_SET: CULVERT
 DU0837_STAMPING: G 276 1948
 DU0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0837
 DU0837  HISTORY     - Date     Condition        Report By
 DU0837  HISTORY     - 1948     MONUMENTED       CGS
 DU0837  HISTORY     - 1962     GOOD             NGS
 DU0837  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0837
 DU0837                          STATION DESCRIPTION
 DU0837
 DU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0837'2.6 MI E FROM CASA BLANCA.
 DU0837'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0837'SCHOOL, 179 FEET SOUTH OF THE CENTER LINE OF THE ROAD TO SACATON, 23.3
 DU0837'FEET EAST OF THE CENTER LINE OF A PAVED ROAD NORTH TO CHANDLER, SET IN
 DU0837'THE CENTER AND IN THE TOP OF THE EAST CONCRETE HEADWALL OF A TWIN
 DU0837'CULVERT IN THE PAVED ROAD TO CHANDLER, ABOUT LEVEL WITH THE ROAD.
 DU0837
 DU0837                          STATION RECOVERY (1962)
 DU0837
 DU0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0837'RECOVERED IN GOOD CONDITION.
 DU0837
 DU0837                          STATION RECOVERY (1994)
 DU0837
 DU0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0815 ***********************************************************************
 DU0815  DESIGNATION -  G 277
 DU0815  PID         -  DU0815
 DU0815  STATE/COUNTY-  AZ/MARICOPA
 DU0815  USGS QUAD   -  GUADALUPE (1982)
 DU0815
 DU0815                         *CURRENT SURVEY CONTROL
 DU0815  ___________________________________________________________________
 DU0815* NAD 83(1986)-  33 18 22.     (N)    111 52 36.     (W)     SCALED    
 DU0815* NAVD 88     -       364.35   (+/-2cm)    1195.4    (feet)  VERTCON   
 DU0815  ___________________________________________________________________
 DU0815  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU0815
 DU0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0815
 DU0815.The horizontal coordinates were scaled from a topographic map and have
 DU0815.an estimated accuracy of +/- 6 seconds.
 DU0815
 DU0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0815.The vertical order pertains to the NGVD 29 superseded value.
 DU0815
 DU0815.The geoid height was determined by GEOID03.
 DU0815
 DU0815;                    North         East    Units  Estimated Accuracy
 DU0815;SPC AZ C     -   255,700.      217,090.      MT  (+/- 180 meters Scaled)
 DU0815
 DU0815                          SUPERSEDED SURVEY CONTROL
 DU0815
 DU0815  NGVD 29 (??/??/92)  363.810  (m)         1193.60   (f) ADJ UNCH    2 0
 DU0815
 DU0815.Superseded values are not recommended for survey control.
 DU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0815.See file dsdata.txt to determine how the superseded data were derived.
 DU0815
 DU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB183855(NAD 83)
 DU0815_MARKER: DB = BENCH MARK DISK
 DU0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0815_SP_SET: CULVERT
 DU0815_STAMPING: G 277 1948
 DU0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0815
 DU0815  HISTORY     - Date     Condition        Report By
 DU0815  HISTORY     - 1948     MONUMENTED       CGS
 DU0815  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0815
 DU0815                          STATION DESCRIPTION
 DU0815
 DU0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0815'2.4 MI W FROM CHANDLER.
 DU0815'2.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0815'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 34.2 FEET NORTH OF THE
 DU0815'CENTER LINE OF THE ROAD, 17.2 FEET EAST OF THE CENTER LINE OF A
 DU0815'CONCRETE ROAD RUNNING NORTH AND SOUTH, SET IN THE TOP AND IN THE SOUTH
 DU0815'END OF THE EAST CONCRETE HEADWALL OF A CULVERT IN THE ROAD.
 DU0815
 DU0815                          STATION RECOVERY (2006)
 DU0815
 DU0815'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0815'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0815'CONCRETE ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD, THE
 DU0815'NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED DOBSON ROAD, AND THE
 DU0815'IRRIGATION DITCH IS NOW LOCATED UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0335 ***********************************************************************
 CZ0335  DESIGNATION -  G 279
 CZ0335  PID         -  CZ0335
 CZ0335  STATE/COUNTY-  AZ/PINAL
 CZ0335  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0335
 CZ0335                         *CURRENT SURVEY CONTROL
 CZ0335  ___________________________________________________________________
 CZ0335* NAD 83(1986)-  32 40 53.     (N)    111 26 33.     (W)     SCALED    
 CZ0335* NAVD 88     -       519.162  (meters)    1703.28   (feet)  ADJUSTED  
 CZ0335  ___________________________________________________________________
 CZ0335  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0335  DYNAMIC HT  -         518.505 (meters)    1701.13  (feet)  COMP
 CZ0335  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 CZ0335  OBS GRAVITY -     979,358.2   (mgal)                       GRAV_OBS
 CZ0335
 CZ0335  VERT ORDER  -  FIRST     CLASS II
 CZ0335
 CZ0335.The horizontal coordinates were scaled from a topographic map and have
 CZ0335.an estimated accuracy of +/- 6 seconds.
 CZ0335
 CZ0335.The orthometric height was determined by differential leveling
 CZ0335.and adjusted by the National Geodetic Survey in November 1993..
 CZ0335
 CZ0335.The geoid height was determined by GEOID03.
 CZ0335
 CZ0335.The dynamic height is computed by dividing the NAVD 88
 CZ0335.geopotential number by the normal gravity value computed on the
 CZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0335.degrees latitude (g = 980.6199 gals.).
 CZ0335
 CZ0335.The modeled gravity was interpolated from observed gravity values.
 CZ0335.The observed gravity was obtained from relative gravimeter ties
 CZ0335.to the IGSN71 gravity network.
 CZ0335
 CZ0335;                    North         East    Units  Estimated Accuracy
 CZ0335;SPC AZ C     -   186,520.      257,830.      MT  (+/- 180 meters Scaled)
 CZ0335
 CZ0335                          SUPERSEDED SURVEY CONTROL
 CZ0335
 CZ0335  NAVD 88 (06/15/91)  519.353  (m)         1703.91   (f) UNKNOWN     1 2
 CZ0335
 CZ0335.Superseded values are not recommended for survey control.
 CZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0335.See file dsdata.txt to determine how the superseded data were derived.
 CZ0335
 CZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB585160(NAD 83)
 CZ0335_MARKER: DD = SURVEY DISK
 CZ0335_SETTING: 80 = SET IN A BOULDER
 CZ0335_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ0335_STAMPING: G 279 206 1/2
 CZ0335_MARK LOGO: USGS  
 CZ0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0335+STABILITY: SURFACE MOTION
 CZ0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0335+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0335
 CZ0335  HISTORY     - Date     Condition        Report By
 CZ0335  HISTORY     - UNK      MONUMENTED       USGS
 CZ0335  HISTORY     - 1967     GOOD             NGS
 CZ0335  HISTORY     - 1975     GOOD             AZDT
 CZ0335  HISTORY     - 1980     GOOD             NGS
 CZ0335  HISTORY     - 1984     GOOD             NGS
 CZ0335  HISTORY     - 19911205 GOOD             NGS
 CZ0335
 CZ0335                          STATION DESCRIPTION
 CZ0335
 CZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0335'4.1 MI SE FROM PICACHO.
 CZ0335'ABOUT 4.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0335'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 32, T 8 S, R 9 E,
 CZ0335'9 RAILS SOUTHEAST OF A WOODEN TWIN CHANNEL BOX CULVERT UNDER THE
 CZ0335'TRACK, 47 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, A US
 CZ0335'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A GRANITE BOULDER, 5 1/2 FEET
 CZ0335'NORTHWEST OF A TELEPHONE POLE, WHICH BEARS THE METAL LETTER G, IN LINE
 CZ0335'WITH A ROW OF POLES, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 CZ0335'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CZ0335
 CZ0335                          STATION RECOVERY (1975)
 CZ0335
 CZ0335'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0335'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ0335'THE STATION ON THE LEFT.  1 FT. EAST OF A USC AND GS SIGN.  5 FT. WEST
 CZ0335'OF A TELEPHONE POLE.  NORTH OF THE RAILROAD TRACKS AND 50 FT. SOUTH OF
 CZ0335'THE NORTH RAILROAD R/W FENCE LINE.  260 FT. EAST OF A POWER LINE WHICH
 CZ0335'CROSSES THE RAILROAD AND THE HIGHWAY.  A USGS CAP CEMENTED INTO A
 CZ0335'DRILL HOLE INTO A 10 IN. STONE.  THE MARK HAS BEEN STAMPED BY THE USC
 CZ0335'AND GS.
 CZ0335
 CZ0335                          STATION RECOVERY (1980)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0335'THE MARK IS 1.2 M BELOW THE RAILS.
 CZ0335'36.5 KILOMETERS (22.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0335'RAILROAD FROM THE STATION AT CASA GRANDE, IN TOP OF A 0.3- BY 0.3-
 CZ0335'METER EMBEDDED GRANITE BOULDER PROJECTING 5 CENTIMETERS ABOVE THE
 CZ0335'GROUND, 14.4 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 CZ0335'128 METERS (420 FEET) SOUTHEAST OF A T-POWER LINE POLE WITH 2 GUY
 CZ0335'WIRES, 78.9 METERS (259 FEET) NORTHWEST OF SIGNAL LIGHT 941.5 AND
 CZ0335'15.4 METERS (50.3 FEET) SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CZ0335'FENCE.
 CZ0335'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ0335
 CZ0335                          STATION RECOVERY (1984)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0335'RECOVERED IN GOOD CONDITION.
 CZ0335
 CZ0335                          STATION RECOVERY (1991)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0335'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0335'POST OFFICE IN PICACHO, IN A 12 BY 12 INCH BOULDER THAT PROJECTS 0.1
 CZ0335'M (0.3 FT) ABOVE THE GROUND SURFACE, 78.8 M (258.5 FT)
 CZ0335'SOUTH-SOUTHEAST OF A T-JUNCTION UTILITY POLE, 54.7 M (179.5 FT)
 CZ0335'NORTHEAST OF THE ROAD CENTERLINE, 15.4 M (50.5 FT) SOUTHWEST OF A
 CZ0335'FENCE, 14.4 M (47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 CZ0335'PACIFIC RAILROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, AND
 CZ0335'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0701 ***********************************************************************
 ET0701  DESIGNATION -  G 280
 ET0701  PID         -  ET0701
 ET0701  STATE/COUNTY-  AZ/LA PAZ
 ET0701  USGS QUAD   -  PLANET (1990)
 ET0701
 ET0701                         *CURRENT SURVEY CONTROL
 ET0701  ___________________________________________________________________
 ET0701* NAD 83(1986)-  34 11 56.     (N)    113 58 02.     (W)     SCALED    
 ET0701* NAVD 88     -       384.17   (+/-2cm)    1260.4    (feet)  VERTCON   
 ET0701  ___________________________________________________________________
 ET0701  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ET0701
 ET0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0701
 ET0701.The horizontal coordinates were scaled from a topographic map and have
 ET0701.an estimated accuracy of +/- 6 seconds.
 ET0701
 ET0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0701.The vertical order pertains to the NGVD 29 superseded value.
 ET0701
 ET0701.The geoid height was determined by GEOID03.
 ET0701
 ET0701;                    North         East    Units  Estimated Accuracy
 ET0701;SPC AZ W     -   354,750.      193,340.      MT  (+/- 180 meters Scaled)
 ET0701
 ET0701                          SUPERSEDED SURVEY CONTROL
 ET0701
 ET0701  NGVD 29 (??/??/92)  383.525  (m)         1258.28   (f) ADJ UNCH    1 2
 ET0701
 ET0701.Superseded values are not recommended for survey control.
 ET0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0701.See file dsdata.txt to determine how the superseded data were derived.
 ET0701
 ET0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC265881(NAD 83)
 ET0701_MARKER: DB = BENCH MARK DISK
 ET0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0701_STAMPING: G 280 1948
 ET0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0701+STABILITY: SURFACE MOTION
 ET0701
 ET0701  HISTORY     - Date     Condition        Report By
 ET0701  HISTORY     - 1948     MONUMENTED       CGS
 ET0701
 ET0701                          STATION DESCRIPTION
 ET0701
 ET0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0701'24 MI N FROM BOUSE.
 ET0701'24 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0701'BOUSE, AT THE FOOT OF THE NORTHEAST SLOPE OF A KNOLL, 62 FEET WEST OF
 ET0701'THE CENTER LINE OF A DRY WASH, 37 FEET WEST OF THE CENTER LINE OF THE
 ET0701'ROAD, 4.6 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 ET0701'FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0701'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1177 ***********************************************************************
 DV1177  DESIGNATION -  G 281
 DV1177  PID         -  DV1177
 DV1177  STATE/COUNTY-  AZ/LA PAZ
 DV1177  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1177
 DV1177                         *CURRENT SURVEY CONTROL
 DV1177  ___________________________________________________________________
 DV1177* NAD 83(1986)-  33 54 36.     (N)    113 59 09.     (W)     SCALED    
 DV1177* NAVD 88     -       303.65   (+/-2cm)     996.2    (feet)  VERTCON   
 DV1177  ___________________________________________________________________
 DV1177  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1177
 DV1177  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1177
 DV1177.The horizontal coordinates were scaled from a topographic map and have
 DV1177.an estimated accuracy of +/- 6 seconds.
 DV1177
 DV1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1177.The vertical order pertains to the NGVD 29 superseded value.
 DV1177
 DV1177.The geoid height was determined by GEOID03.
 DV1177
 DV1177;                    North         East    Units  Estimated Accuracy
 DV1177;SPC AZ W     -   322,710.      191,550.      MT  (+/- 180 meters Scaled)
 DV1177
 DV1177                          SUPERSEDED SURVEY CONTROL
 DV1177
 DV1177  NGVD 29 (??/??/92)  303.014  (m)          994.14   (f) ADJ UNCH    1 2
 DV1177
 DV1177.Superseded values are not recommended for survey control.
 DV1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1177.See file dsdata.txt to determine how the superseded data were derived.
 DV1177
 DV1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC239561(NAD 83)
 DV1177_MARKER: DB = BENCH MARK DISK
 DV1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1177_STAMPING: G 281 1948
 DV1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1177+STABILITY: SURFACE MOTION
 DV1177
 DV1177  HISTORY     - Date     Condition        Report By
 DV1177  HISTORY     - 1948     MONUMENTED       CGS
 DV1177
 DV1177                          STATION DESCRIPTION
 DV1177
 DV1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1177'2.0 MI SE FROM BOUSE.
 DV1177'2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1177'FROM THE WATER TANK AT BOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE OF
 DV1177'THE TRACK, ABOUT 4 FEET BELOW THE SURFACE OF THE TRACK, 2.7 FEET
 DV1177'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 2.4 FEET NORTHWEST OF
 DV1177'MILEPOST 78.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 DV1177'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0391 ***********************************************************************
 CZ0391  DESIGNATION -  G 283
 CZ0391  PID         -  CZ0391
 CZ0391  STATE/COUNTY-  AZ/PINAL
 CZ0391  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0391
 CZ0391                         *CURRENT SURVEY CONTROL
 CZ0391  ___________________________________________________________________
 CZ0391* NAD 83(1986)-  32 59 18.     (N)    111 26 18.     (W)     SCALED    
 CZ0391* NAVD 88     -       455.854  (meters)    1495.58   (feet)  ADJUSTED  
 CZ0391  ___________________________________________________________________
 CZ0391  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0391  DYNAMIC HT  -         455.294 (meters)    1493.74  (feet)  COMP
 CZ0391  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 CZ0391
 CZ0391  VERT ORDER  -  FIRST     CLASS II
 CZ0391
 CZ0391.The horizontal coordinates were scaled from a topographic map and have
 CZ0391.an estimated accuracy of +/- 6 seconds.
 CZ0391
 CZ0391.The orthometric height was determined by differential leveling
 CZ0391.and adjusted by the National Geodetic Survey in November 1993..
 CZ0391
 CZ0391.The geoid height was determined by GEOID03.
 CZ0391
 CZ0391.The dynamic height is computed by dividing the NAVD 88
 CZ0391.geopotential number by the normal gravity value computed on the
 CZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0391.degrees latitude (g = 980.6199 gals.).
 CZ0391
 CZ0391.The modeled gravity was interpolated from observed gravity values.
 CZ0391
 CZ0391;                    North         East    Units  Estimated Accuracy
 CZ0391;SPC AZ C     -   220,560.      258,060.      MT  (+/- 180 meters Scaled)
 CZ0391
 CZ0391                          SUPERSEDED SURVEY CONTROL
 CZ0391
 CZ0391  NGVD 29 (??/??/92)  455.329  (m)         1493.86   (f) ADJ UNCH    1 2
 CZ0391
 CZ0391.Superseded values are not recommended for survey control.
 CZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0391.See file dsdata.txt to determine how the superseded data were derived.
 CZ0391
 CZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB590500(NAD 83)
 CZ0391_MARKER: DB = BENCH MARK DISK
 CZ0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0391_SP_SET: HEADWALL
 CZ0391_STAMPING: G 283 1948
 CZ0391_MARK LOGO: CGS   
 CZ0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0391+STABILITY: SURFACE MOTION
 CZ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0391+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1992
 CZ0391
 CZ0391  HISTORY     - Date     Condition        Report By
 CZ0391  HISTORY     - 1948     MONUMENTED       CGS
 CZ0391  HISTORY     - 1967     GOOD             NGS
 CZ0391  HISTORY     - 19920104 GOOD             NGS
 CZ0391
 CZ0391                          STATION DESCRIPTION
 CZ0391
 CZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0391'5.85 MI SW FROM FLORENCE.
 CZ0391'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0391'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0391'0.85 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0391'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, IN S 20, T
 CZ0391'5 S, R 9 E, 40 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF TWO
 CZ0391'ROADS, 38 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15
 CZ0391'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, SET IN THE TOP OF
 CZ0391'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT UNDER THE
 CZ0391'EAST-WEST ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROADS.
 CZ0391
 CZ0391                          STATION RECOVERY (1992)
 CZ0391
 CZ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0391'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0391'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0391'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0391'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD, IN
 CZ0391'TOP OF AND 1.2 M (3.9 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 CZ0391'HEADWALL OF A CULVERT, 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF
 CZ0391'VALLEY FARMS ROAD, 4.5 M (14.8 FT) SOUTH OF THE ROAD CENTERLINE, AND
 CZ0391'0.4 M (1.3 FT) ABOVE THE LEVEL OF VAH KI INN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0323 ***********************************************************************
 CZ0323  DESIGNATION -  G 284
 CZ0323  PID         -  CZ0323
 CZ0323  STATE/COUNTY-  AZ/PINAL
 CZ0323  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0323
 CZ0323                         *CURRENT SURVEY CONTROL
 CZ0323  ___________________________________________________________________
 CZ0323* NAD 83(1986)-  32 40 46.     (N)    111 29 58.     (W)     SCALED    
 CZ0323* NAVD 88     -       503.56   (+/-2cm)    1652.1    (feet)  VERTCON   
 CZ0323  ___________________________________________________________________
 CZ0323  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0323
 CZ0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0323
 CZ0323.The horizontal coordinates were scaled from a topographic map and have
 CZ0323.an estimated accuracy of +/- 6 seconds.
 CZ0323
 CZ0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0323.The vertical order pertains to the NGVD 29 superseded value.
 CZ0323
 CZ0323.The geoid height was determined by GEOID03.
 CZ0323
 CZ0323;                    North         East    Units  Estimated Accuracy
 CZ0323;SPC AZ C     -   186,280.      252,490.      MT  (+/- 180 meters Scaled)
 CZ0323
 CZ0323                          SUPERSEDED SURVEY CONTROL
 CZ0323
 CZ0323  NGVD 29 (??/??/92)  503.003  (m)         1650.27   (f) ADJ UNCH    1 2
 CZ0323
 CZ0323.Superseded values are not recommended for survey control.
 CZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0323.See file dsdata.txt to determine how the superseded data were derived.
 CZ0323
 CZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531158(NAD 83)
 CZ0323_MARKER: DB = BENCH MARK DISK
 CZ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0323_STAMPING: G 284 1949
 CZ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0323+STABILITY: SURFACE MOTION
 CZ0323
 CZ0323  HISTORY     - Date     Condition        Report By
 CZ0323  HISTORY     - 1949     MONUMENTED       CGS
 CZ0323  HISTORY     - 1951     GOOD             NGS
 CZ0323  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0323
 CZ0323                          STATION DESCRIPTION
 CZ0323
 CZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0323'2.4 MI S FROM PICACHO.
 CZ0323'2.4 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0323'RAILROAD STATION AT PICACHO, 0.25 MILE NORTH OF THE T JUNCTION OF
 CZ0323'HARMON ROAD, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 CZ0323'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0323'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ0323'HIGHWAY.
 CZ0323
 CZ0323                          STATION RECOVERY (1977)
 CZ0323
 CZ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0685 ***********************************************************************
 ET0685  DESIGNATION -  G 286
 ET0685  PID         -  ET0685
 ET0685  STATE/COUNTY-  AZ/MOHAVE
 ET0685  USGS QUAD   -  SIGNAL (1990)
 ET0685
 ET0685                         *CURRENT SURVEY CONTROL
 ET0685  ___________________________________________________________________
 ET0685* NAD 83(1986)-  34 28 07.     (N)    113 38 16.     (W)     SCALED    
 ET0685* NAVD 88     -       471.442  (meters)    1546.72   (feet)  POSTED    
 ET0685  ___________________________________________________________________
 ET0685  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ET0685  DYNAMIC HT  -         470.910 (meters)    1544.98  (feet)  COMP
 ET0685  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 ET0685
 ET0685  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0685
 ET0685.The horizontal coordinates were scaled from a topographic map and have
 ET0685.an estimated accuracy of +/- 6 seconds.
 ET0685
 ET0685.The orthometric height was determined by differential leveling
 ET0685.and adjusted by the National Geodetic Survey in November 2005..
 ET0685.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0685.rate of 1.1 thru 2.0 mm/km.
 ET0685
 ET0685.The geoid height was determined by GEOID03.
 ET0685
 ET0685.The dynamic height is computed by dividing the NAVD 88
 ET0685.geopotential number by the normal gravity value computed on the
 ET0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0685.degrees latitude (g = 980.6199 gals.).
 ET0685
 ET0685.The modeled gravity was interpolated from observed gravity values.
 ET0685
 ET0685;                    North         East    Units  Estimated Accuracy
 ET0685;SPC AZ W     -   384,650.      223,670.      MT  (+/- 180 meters Scaled)
 ET0685
 ET0685                          SUPERSEDED SURVEY CONTROL
 ET0685
 ET0685  NGVD 29 (??/??/92)  470.747  (m)         1544.44   (f) ADJ UNCH    1 2
 ET0685
 ET0685.Superseded values are not recommended for survey control.
 ET0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0685.See file dsdata.txt to determine how the superseded data were derived.
 ET0685
 ET0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD577172(NAD 83)
 ET0685_MARKER: DB = BENCH MARK DISK
 ET0685_SETTING: 80 = SET IN A BOULDER
 ET0685_SP_SET: GRANITE BOULDER
 ET0685_STAMPING: G 286 1950
 ET0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0685+STABILITY: SURFACE MOTION
 ET0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0685+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0685
 ET0685  HISTORY     - Date     Condition        Report By
 ET0685  HISTORY     - 1950     MONUMENTED       CGS
 ET0685  HISTORY     - 20010122 GOOD             AZ-015
 ET0685
 ET0685                          STATION DESCRIPTION
 ET0685
 ET0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0685'0.5 MI SW FROM SIGNAL.
 ET0685'0.5 MILE SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0685'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.1 MILE SOUTHWEST OF THE
 ET0685'REMAINS OF AN OLD ADOBE BUILDING, ON THE SOUTHEAST SIDE OF RUPLEY
 ET0685'WASH, AT THE NORTHWEST BASE OF A HIGH ROCKY KNOLL, IN THE TOP OF A
 ET0685'GRANITE BOULDER, ABOUT 107 YARDS SOUTH OF THE APPROXIMATE CENTER OF A
 ET0685'WASH AS IT ENTERS RUPLEY WASH FROM THE NORTHWEST, 118 FEET SOUTHEAST
 ET0685'OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 ET0685'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0685
 ET0685                          STATION RECOVERY (2001)
 ET0685
 ET0685'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0731 ***********************************************************************
 ET0731  DESIGNATION -  G 287
 ET0731  PID         -  ET0731
 ET0731  STATE/COUNTY-  AZ/MOHAVE
 ET0731  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0731
 ET0731                         *CURRENT SURVEY CONTROL
 ET0731  ___________________________________________________________________
 ET0731* NAD 83(1986)-  34 36 29.     (N)    113 30 33.     (W)     SCALED    
 ET0731* NAVD 88     -       754.787  (meters)    2476.33   (feet)  POSTED    
 ET0731  ___________________________________________________________________
 ET0731  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 ET0731  DYNAMIC HT  -         753.900 (meters)    2473.42  (feet)  COMP
 ET0731  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 ET0731
 ET0731  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0731
 ET0731.The horizontal coordinates were scaled from a topographic map and have
 ET0731.an estimated accuracy of +/- 6 seconds.
 ET0731
 ET0731.The orthometric height was determined by differential leveling
 ET0731.and adjusted by the National Geodetic Survey in November 2005..
 ET0731.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0731.rate of 3.1 thru 4.0 mm/km.
 ET0731
 ET0731.The geoid height was determined by GEOID03.
 ET0731
 ET0731.The dynamic height is computed by dividing the NAVD 88
 ET0731.geopotential number by the normal gravity value computed on the
 ET0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0731.degrees latitude (g = 980.6199 gals.).
 ET0731
 ET0731.The modeled gravity was interpolated from observed gravity values.
 ET0731
 ET0731;                    North         East    Units  Estimated Accuracy
 ET0731;SPC AZ W     -   400,140.      235,450.      MT  (+/- 180 meters Scaled)
 ET0731
 ET0731                          SUPERSEDED SURVEY CONTROL
 ET0731
 ET0731  NGVD 29 (??/??/92)  754.070  (m)         2473.98   (f) ADJ UNCH    1 2
 ET0731
 ET0731.Superseded values are not recommended for survey control.
 ET0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0731.See file dsdata.txt to determine how the superseded data were derived.
 ET0731
 ET0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD699324(NAD 83)
 ET0731_MARKER: DB = BENCH MARK DISK
 ET0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0731_STAMPING: G 287 1950
 ET0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0731+STABILITY: SURFACE MOTION
 ET0731
 ET0731  HISTORY     - Date     Condition        Report By
 ET0731  HISTORY     - 1950     MONUMENTED       CGS
 ET0731  HISTORY     - 1967     GOOD             USGS
 ET0731
 ET0731                          STATION DESCRIPTION
 ET0731
 ET0731'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0731'10.8 MI S FROM WIKIEUP.
 ET0731'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0731'WIKIEUP, THENCE 3.4 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, ABOUT 70
 ET0731'YARDS SOUTH OF A 10-INCH SAGUARO CACTUS, AT THE APPROXIMATE CENTER OF
 ET0731'A RIDGE, 31 FEET NORTHWEST OF AN 8-INCH PALO VERDE TREE, 29 FEET
 ET0731'SOUTHWEST OF THE CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF
 ET0731'A U CURVE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 ET0731'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ET0731'THE GROUND.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE PROCEED SOUTH
 ET0731'ALONG HIGHWAY NO. 93, 7.8 MILES TO T ROAD HEADING EAST. GO EAST
 ET0731'APPROXIMATE 1.0 MILE TO POINT IN NEW ROAD WHERE THE OLD ROAD MAKES A
 ET0731'SWEEPING U CURVE.  BENCH MARK IS ON SOUTH SIDE OF U CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0455 ***********************************************************************
 ET0455  DESIGNATION -  G 288
 ET0455  PID         -  ET0455
 ET0455  STATE/COUNTY-  AZ/YAVAPAI
 ET0455  USGS QUAD   -  IRON SPRINGS (1979)
 ET0455
 ET0455                         *CURRENT SURVEY CONTROL
 ET0455  ___________________________________________________________________
 ET0455* NAD 83(1986)-  34 35 14.     (N)    112 36 12.     (W)     SCALED    
 ET0455* NAVD 88     -      1665.412  (meters)    5463.94   (feet)  POSTED    
 ET0455  ___________________________________________________________________
 ET0455  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0455  DYNAMIC HT  -        1663.140 (meters)    5456.49  (feet)  COMP
 ET0455  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 ET0455
 ET0455  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0455
 ET0455.The horizontal coordinates were scaled from a topographic map and have
 ET0455.an estimated accuracy of +/- 6 seconds.
 ET0455
 ET0455.The orthometric height was determined by differential leveling
 ET0455.and adjusted by the National Geodetic Survey in November 2005..
 ET0455
 ET0455.The geoid height was determined by GEOID03.
 ET0455
 ET0455.The dynamic height is computed by dividing the NAVD 88
 ET0455.geopotential number by the normal gravity value computed on the
 ET0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0455.degrees latitude (g = 980.6199 gals.).
 ET0455
 ET0455.The modeled gravity was interpolated from observed gravity values.
 ET0455
 ET0455;                    North         East    Units  Estimated Accuracy
 ET0455;SPC AZ C     -   398,000.      150,370.      MT  (+/- 180 meters Scaled)
 ET0455
 ET0455                          SUPERSEDED SURVEY CONTROL
 ET0455
 ET0455  NGVD 29 (??/??/92) 1664.553  (m)         5461.12   (f) ADJ UNCH    1 2
 ET0455
 ET0455.Superseded values are not recommended for survey control.
 ET0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0455.See file dsdata.txt to determine how the superseded data were derived.
 ET0455
 ET0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD529284(NAD 83)
 ET0455_MARKER: DB = BENCH MARK DISK
 ET0455_SETTING: 66 = SET IN ROCK OUTCROP
 ET0455_SP_SET: GRANITE OUTCROP
 ET0455_STAMPING: G 288 1950
 ET0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0455+STABILITY: POSITION/ELEVATION WELL
 ET0455
 ET0455  HISTORY     - Date     Condition        Report By
 ET0455  HISTORY     - 1950     MONUMENTED       CGS
 ET0455  HISTORY     - 1974     GOOD             USGS
 ET0455
 ET0455                          STATION DESCRIPTION
 ET0455
 ET0455'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0455'3.3 MI W FROM IRON SPRINGS.
 ET0455'3.3 MILES WEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0455'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN THE TOP OF A
 ET0455'GRANITE OUTCROP IN A ROCKY CUT, 19 FEET EAST OF CENTERLINE OF RR GRADE
 ET0455'OPPOSITE AND 8.6 FT. HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0648 ***********************************************************************
 ET0648  DESIGNATION -  G 289
 ET0648  PID         -  ET0648
 ET0648  STATE/COUNTY-  AZ/YAVAPAI
 ET0648  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0648
 ET0648                         *CURRENT SURVEY CONTROL
 ET0648  ___________________________________________________________________
 ET0648* NAD 83(1986)-  34 28 28.     (N)    113 16 52.     (W)     SCALED    
 ET0648* NAVD 88     -       907.338  (meters)    2976.82   (feet)  POSTED    
 ET0648  ___________________________________________________________________
 ET0648  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 ET0648  DYNAMIC HT  -         906.230 (meters)    2973.19  (feet)  COMP
 ET0648  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 ET0648
 ET0648  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0648
 ET0648.The horizontal coordinates were scaled from a topographic map and have
 ET0648.an estimated accuracy of +/- 6 seconds.
 ET0648
 ET0648.The orthometric height was determined by differential leveling
 ET0648.and adjusted by the National Geodetic Survey in November 2005..
 ET0648
 ET0648.The geoid height was determined by GEOID03.
 ET0648
 ET0648.The dynamic height is computed by dividing the NAVD 88
 ET0648.geopotential number by the normal gravity value computed on the
 ET0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0648.degrees latitude (g = 980.6199 gals.).
 ET0648
 ET0648.The modeled gravity was interpolated from observed gravity values.
 ET0648
 ET0648;                    North         East    Units  Estimated Accuracy
 ET0648;SPC AZ C     -   386,120.       88,020.      MT  (+/- 180 meters Scaled)
 ET0648
 ET0648                          SUPERSEDED SURVEY CONTROL
 ET0648
 ET0648  NGVD 29 (??/??/92)  906.615  (m)         2974.45   (f) ADJ UNCH    1 2
 ET0648
 ET0648.Superseded values are not recommended for survey control.
 ET0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0648.See file dsdata.txt to determine how the superseded data were derived.
 ET0648
 ET0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD905171(NAD 83)
 ET0648_MARKER: DB = BENCH MARK DISK
 ET0648_SETTING: 80 = SET IN A BOULDER
 ET0648_SP_SET: GRANITE BOULDER
 ET0648_STAMPING: G 289 1950
 ET0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0648+STABILITY: SURFACE MOTION
 ET0648
 ET0648  HISTORY     - Date     Condition        Report By
 ET0648  HISTORY     - 1950     MONUMENTED       CGS
 ET0648
 ET0648                          STATION DESCRIPTION
 ET0648
 ET0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0648'18.8 MI SW FROM BAGDAD.
 ET0648'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0648'AT BAGDAD, THENCE 12.0 MILES WEST ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0648'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING EAST, ABOUT 95 YARDS
 ET0648'EAST OF THE APPROXIMATE CENTER OF A U CURVE AT THE CROSSING OF A DRY
 ET0648'WASH, 181 FEET NORTHWEST OF A POINT WHERE THE ROAD CROSSES A SMALLER
 ET0648'DRY WASH, IN THE CROTCH FORMED BY THE Y JUNCTION OF THE TWO WASHES, IN
 ET0648'THE TOP OF A DEEPLY BURIED DECOMPOSED GRANITE BOULDER, 70 FEET WEST OF
 ET0648'THE APPROXIMATE CENTER OF THE SMALLER WASH, 25 FEET NORTHEAST OF THE
 ET0648'CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND
 ET0648'MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0296 ***********************************************************************
 ES0296  DESIGNATION -  G 29
 ES0296  PID         -  ES0296
 ES0296  STATE/COUNTY-  AZ/GILA
 ES0296  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0296
 ES0296                         *CURRENT SURVEY CONTROL
 ES0296  ___________________________________________________________________
 ES0296* NAD 83(1986)-  34 19 09.     (N)    111 24 24.     (W)     SCALED    
 ES0296* NAVD 88     -      1500.464  (meters)    4922.77   (feet)  ADJUSTED  
 ES0296  ___________________________________________________________________
 ES0296  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 ES0296  DYNAMIC HT  -        1498.416 (meters)    4916.05  (feet)  COMP
 ES0296  MODELED GRAV-     979,218.0   (mgal)                       NAVD 88
 ES0296
 ES0296  VERT ORDER  -  FIRST     CLASS II
 ES0296
 ES0296.The horizontal coordinates were scaled from a topographic map and have
 ES0296.an estimated accuracy of +/- 6 seconds.
 ES0296
 ES0296.The orthometric height was determined by differential leveling
 ES0296.and adjusted by the National Geodetic Survey in June 1991..
 ES0296.WARNING-Repeat measurements at this control monument indicate possible
 ES0296.vertical movement.
 ES0296
 ES0296.The geoid height was determined by GEOID03.
 ES0296
 ES0296.The dynamic height is computed by dividing the NAVD 88
 ES0296.geopotential number by the normal gravity value computed on the
 ES0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0296.degrees latitude (g = 980.6199 gals.).
 ES0296
 ES0296.The modeled gravity was interpolated from observed gravity values.
 ES0296
 ES0296;                    North         East    Units  Estimated Accuracy
 ES0296;SPC AZ E     -   368,750.       99,240.      MT  (+/- 180 meters Scaled)
 ES0296
 ES0296                          SUPERSEDED SURVEY CONTROL
 ES0296
 ES0296  NGVD 29 (??/??/92) 1499.721  (m)         4920.33   (f) ADJ UNCH    1 2
 ES0296
 ES0296.Superseded values are not recommended for survey control.
 ES0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0296.See file dsdata.txt to determine how the superseded data were derived.
 ES0296
 ES0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC625976(NAD 83)
 ES0296_MARKER: DB = BENCH MARK DISK
 ES0296_SETTING: 80 = SET IN A BOULDER
 ES0296_SP_SET: BOULDER
 ES0296_STAMPING: 4920.335 G29 1933
 ES0296_MARK LOGO: CGS   
 ES0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0296+STABILITY: SURFACE MOTION
 ES0296
 ES0296  HISTORY     - Date     Condition        Report By
 ES0296  HISTORY     - 1933     MONUMENTED       CGS
 ES0296  HISTORY     - 1972     GOOD             USGS
 ES0296  HISTORY     - 1982     GOOD             NGS
 ES0296  HISTORY     - 19980819 GOOD             USPSQD
 ES0296
 ES0296                          STATION DESCRIPTION
 ES0296
 ES0296'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0296'6.7 MI SE FROM PINE.
 ES0296'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM PINE.  125 FEET WEST
 ES0296'OF SYCAMORE CREEK, 150 FEET NORTH OF THE HIGHWAY, IN A BOULDER
 ES0296'PROJECTING 1.0 FEET.
 ES0296
 ES0296                          STATION RECOVERY (1982)
 ES0296
 ES0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0296'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0296'9.3 KM (5.8 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0296'IN PINE, IN TOP OF A 4 BY 6 FOOT EMBEDDED BOULDER PROJECTING 1 FOOT
 ES0296'ABOVE THE SURFACE OF THE GROUND AT THE T JUNCTION OF A DIRT ROAD
 ES0296'LEADING NORTH, 45.7 METERS (150 FT) NORTH OF THE HIGHWAY CENTERLINE,
 ES0296'18.3 METERS (60 FT) WEST OF THE CENTER OF THE DIRT ROAD, 7.3 METERS
 ES0296'(24 FT) NORTH OF A FENCE, 30.5 METERS (100 FT) SOUTH OF A CREEK.
 ES0296'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0296'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0296
 ES0296                          STATION RECOVERY (1998)
 ES0296
 ES0296'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0371 ***********************************************************************
 ET0371  DESIGNATION -  G 290
 ET0371  PID         -  ET0371
 ET0371  STATE/COUNTY-  AZ/YAVAPAI
 ET0371  USGS QUAD   -  HILLSIDE (1969)
 ET0371
 ET0371                         *CURRENT SURVEY CONTROL
 ET0371  ___________________________________________________________________
 ET0371* NAD 83(1986)-  34 27 13.     (N)    112 59 18.     (W)     SCALED    
 ET0371* NAVD 88     -       987.245  (meters)    3238.99   (feet)  POSTED    
 ET0371  ___________________________________________________________________
 ET0371  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 ET0371  DYNAMIC HT  -         986.020 (meters)    3234.97  (feet)  COMP
 ET0371  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 ET0371
 ET0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0371
 ET0371.The horizontal coordinates were scaled from a topographic map and have
 ET0371.an estimated accuracy of +/- 6 seconds.
 ET0371
 ET0371.The orthometric height was determined by differential leveling
 ET0371.and adjusted by the National Geodetic Survey in November 2005..
 ET0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0371.rate of 0.0 thru 1.0 mm/km.
 ET0371
 ET0371.The geoid height was determined by GEOID03.
 ET0371
 ET0371.The dynamic height is computed by dividing the NAVD 88
 ET0371.geopotential number by the normal gravity value computed on the
 ET0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0371.degrees latitude (g = 980.6199 gals.).
 ET0371
 ET0371.The modeled gravity was interpolated from observed gravity values.
 ET0371
 ET0371;                    North         East    Units  Estimated Accuracy
 ET0371;SPC AZ C     -   383,490.      114,890.      MT  (+/- 180 meters Scaled)
 ET0371
 ET0371                          SUPERSEDED SURVEY CONTROL
 ET0371
 ET0371  NGVD 29 (??/??/92)  986.509  (m)         3236.57   (f) ADJ UNCH    1 2
 ET0371
 ET0371.Superseded values are not recommended for survey control.
 ET0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0371.See file dsdata.txt to determine how the superseded data were derived.
 ET0371
 ET0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD173142(NAD 83)
 ET0371_MARKER: DB = BENCH MARK DISK
 ET0371_SETTING: 66 = SET IN ROCK OUTCROP
 ET0371_SP_SET: GRANITE OUTCROP
 ET0371_STAMPING: G 290 1950
 ET0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0371+STABILITY: POSITION/ELEVATION WELL
 ET0371
 ET0371  HISTORY     - Date     Condition        Report By
 ET0371  HISTORY     - 1950     MONUMENTED       CGS
 ET0371
 ET0371                          STATION DESCRIPTION
 ET0371
 ET0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0371'5.8 MI NW FROM HILLSIDE.
 ET0371'5.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0371'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, ABOUT MIDWAY BETWEEN
 ET0371'TWO DIRT CUTS, IN THE TOP OF A GRANITE OUTCROP, 104 FEET NORTH OF THE
 ET0371'CENTER LINE OF THE HIGHWAY, 55 FEET NORTHEAST OF THE APPROXIMATE
 ET0371'CENTER OF A SMALL DRY WASH, 21 1/2 FEET EAST OF A DOUBLE 6-INCH PALO
 ET0371'VERDE TREE, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY THE WHITE
 ET0371'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0728 ***********************************************************************
 CZ0728  DESIGNATION -  G 291
 CZ0728  PID         -  CZ0728
 CZ0728  STATE/COUNTY-  AZ/PIMA
 CZ0728  USGS QUAD   -  AVRA (1992)
 CZ0728
 CZ0728                         *CURRENT SURVEY CONTROL
 CZ0728  ___________________________________________________________________
 CZ0728* NAD 83(1986)-  32 15 06.     (N)    111 11 36.     (W)     SCALED    
 CZ0728* NAVD 88     -       785.15   (+/-2cm)    2575.9    (feet)  VERTCON   
 CZ0728  ___________________________________________________________________
 CZ0728  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0728
 CZ0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0728
 CZ0728.The horizontal coordinates were scaled from a topographic map and have
 CZ0728.an estimated accuracy of +/- 6 seconds.
 CZ0728
 CZ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0728.The vertical order pertains to the NGVD 29 superseded value.
 CZ0728
 CZ0728.The geoid height was determined by GEOID03.
 CZ0728
 CZ0728;                    North         East    Units  Estimated Accuracy
 CZ0728;SPC AZ C     -   139,000.      281,520.      MT  (+/- 180 meters Scaled)
 CZ0728
 CZ0728                          SUPERSEDED SURVEY CONTROL
 CZ0728
 CZ0728  NGVD 29 (??/??/92)  784.478  (m)         2573.74   (f) ADJ UNCH    2 0
 CZ0728
 CZ0728.Superseded values are not recommended for survey control.
 CZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0728.See file dsdata.txt to determine how the superseded data were derived.
 CZ0728
 CZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA817683(NAD 83)
 CZ0728_MARKER: DB = BENCH MARK DISK
 CZ0728_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0728_SP_SET: RED OUTCROP
 CZ0728_STAMPING: G 291 1951
 CZ0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0728+STABILITY: POSITION/ELEVATION WELL
 CZ0728
 CZ0728  HISTORY     - Date     Condition        Report By
 CZ0728  HISTORY     - 1951     MONUMENTED       CGS
 CZ0728  HISTORY     - 20010922 MARK NOT FOUND   INDIV
 CZ0728
 CZ0728                          STATION DESCRIPTION
 CZ0728
 CZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0728'17.1 MI W FROM TUCSON.
 CZ0728'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0728'HIGHWAY 86 (AJO-TUCSON), THENCE 10.9 MILES NORTHWEST ALONG THE KINNEY
 CZ0728'ROAD (VIA MCCAIN LOOP), 0.7 MILE SOUTHEAST OF A T JUNCTION OF A GRADED
 CZ0728'ROAD LEADING SOUTHWEST, AT A POINT WHERE A 10 FEET WIDE ROCKY WASH
 CZ0728'CROSSES THE ROAD AT THE BOTTOM OF A SHORT STEEP GRADE, AND IN THE TOP
 CZ0728'OF A RED OUTCROP WHICH PROJECTS ABOUT 1 1/2 FOOT ABOVE THE GROUND, 18
 CZ0728'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET NORTH OF
 CZ0728'THE APPROXIMATE CENTER OF THE WASH, AND ABOUT 2 FEET HIGHER THAN THE
 CZ0728'ROAD.
 CZ0728
 CZ0728                          STATION RECOVERY (2001)
 CZ0728
 CZ0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0699 ***********************************************************************
 CZ0699  DESIGNATION -  G 292
 CZ0699  PID         -  CZ0699
 CZ0699  STATE/COUNTY-  AZ/PIMA
 CZ0699  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0699
 CZ0699                         *CURRENT SURVEY CONTROL
 CZ0699  ___________________________________________________________________
 CZ0699* NAD 83(1986)-  32 18 22.     (N)    111 15 08.     (W)     SCALED    
 CZ0699* NAVD 88     -       651.96   (+/-2cm)    2139.0    (feet)  VERTCON   
 CZ0699  ___________________________________________________________________
 CZ0699  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0699
 CZ0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0699
 CZ0699.The horizontal coordinates were scaled from a topographic map and have
 CZ0699.an estimated accuracy of +/- 6 seconds.
 CZ0699
 CZ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0699.The vertical order pertains to the NGVD 29 superseded value.
 CZ0699
 CZ0699.The geoid height was determined by GEOID03.
 CZ0699
 CZ0699;                    North         East    Units  Estimated Accuracy
 CZ0699;SPC AZ C     -   145,000.      275,930.      MT  (+/- 180 meters Scaled)
 CZ0699
 CZ0699                          SUPERSEDED SURVEY CONTROL
 CZ0699
 CZ0699  NGVD 29 (??/??/92)  651.332  (m)         2136.91   (f) ADJ UNCH    2 0
 CZ0699
 CZ0699.Superseded values are not recommended for survey control.
 CZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0699.See file dsdata.txt to determine how the superseded data were derived.
 CZ0699
 CZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA762743(NAD 83)
 CZ0699_MARKER: DB = BENCH MARK DISK
 CZ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0699_STAMPING: G 292 1951
 CZ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0699+STABILITY: SURFACE MOTION
 CZ0699
 CZ0699  HISTORY     - Date     Condition        Report By
 CZ0699  HISTORY     - 1951     MONUMENTED       CGS
 CZ0699
 CZ0699                          STATION DESCRIPTION
 CZ0699
 CZ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0699'14.1 MI SW FROM RILLITO.
 CZ0699'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0699'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0699'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0699'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0699'MILES WEST ALONG A DIRT ROAD, THENCE 6.7 MILES SOUTH ALONG A TRACK
 CZ0699'ROAD, AT A POINT WHERE THE ROAD TURNS AND PASSES UNDER A NORTH SOUTH
 CZ0699'POWER LINE, AT A T IN AN EAST WEST AND SOUTH FENCE LINE, AND AT A Y
 CZ0699'JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 32 FEET WEST OF THE
 CZ0699'CENTERLINE OF THE ROAD, 25.5 FEET NORTH OF A T IN A FENCE, 15.5 FEET
 CZ0699'WEST OF A POWER LINE POLE, 1.3 FEET NORTH OF A FENCE, 1.9 FEET EAST OF
 CZ0699'A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CZ0699'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0712 ***********************************************************************
 CZ0712  DESIGNATION -  G 295
 CZ0712  PID         -  CZ0712
 CZ0712  STATE/COUNTY-  AZ/PIMA
 CZ0712  USGS QUAD   -  AVRA (1992)
 CZ0712
 CZ0712                         *CURRENT SURVEY CONTROL
 CZ0712  ___________________________________________________________________
 CZ0712* NAD 83(1986)-  32 19 31.     (N)    111 08 07.     (W)     SCALED    
 CZ0712* NAVD 88     -       738.63   (+/-2cm)    2423.3    (feet)  VERTCON   
 CZ0712  ___________________________________________________________________
 CZ0712  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0712
 CZ0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0712
 CZ0712.The horizontal coordinates were scaled from a topographic map and have
 CZ0712.an estimated accuracy of +/- 6 seconds.
 CZ0712
 CZ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0712.The vertical order pertains to the NGVD 29 superseded value.
 CZ0712
 CZ0712.The geoid height was determined by GEOID03.
 CZ0712
 CZ0712;                    North         East    Units  Estimated Accuracy
 CZ0712;SPC AZ C     -   147,200.      286,930.      MT  (+/- 180 meters Scaled)
 CZ0712
 CZ0712                          SUPERSEDED SURVEY CONTROL
 CZ0712
 CZ0712  NGVD 29 (??/??/92)  737.963  (m)         2421.13   (f) ADJ UNCH    2 0
 CZ0712
 CZ0712.Superseded values are not recommended for survey control.
 CZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0712.See file dsdata.txt to determine how the superseded data were derived.
 CZ0712
 CZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA872764(NAD 83)
 CZ0712_MARKER: DB = BENCH MARK DISK
 CZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0712_STAMPING: G 295 1951
 CZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0712+STABILITY: SURFACE MOTION
 CZ0712
 CZ0712  HISTORY     - Date     Condition        Report By
 CZ0712  HISTORY     - 1951     MONUMENTED       CGS
 CZ0712
 CZ0712                          STATION DESCRIPTION
 CZ0712
 CZ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0712'4.4 MI SW FROM CORTARO.
 CZ0712'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0712'CORTARO, THENCE 2.65 MILES SOUTHWEST ALONG THE KINNEY ROAD, 0.65 MILE
 CZ0712'WEST OF THE SUMMIT AND THE EAST ENTRANCE TO THE TUCSON MOUNTAIN PARK,
 CZ0712'47 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE KINNEY ROAD, 3.1 FEET
 CZ0712'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0712'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0074 ***********************************************************************
 DA0074  DESIGNATION -  G 297
 DA0074  PID         -  DA0074
 DA0074  STATE/COUNTY-  AZ/PINAL
 DA0074  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0074
 DA0074                         *CURRENT SURVEY CONTROL
 DA0074  ___________________________________________________________________
 DA0074* NAD 83(1986)-  32 52 44.     (N)    112 00 51.     (W)     SCALED    
 DA0074* NAVD 88     -       406.00   (+/-2cm)    1332.0    (feet)  VERTCON   
 DA0074  ___________________________________________________________________
 DA0074  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0074
 DA0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0074
 DA0074.The horizontal coordinates were scaled from a topographic map and have
 DA0074.an estimated accuracy of +/- 6 seconds.
 DA0074
 DA0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0074.The vertical order pertains to the NGVD 29 superseded value.
 DA0074
 DA0074.The geoid height was determined by GEOID03.
 DA0074
 DA0074;                    North         East    Units  Estimated Accuracy
 DA0074;SPC AZ C     -   208,330.      204,240.      MT  (+/- 180 meters Scaled)
 DA0074
 DA0074                          SUPERSEDED SURVEY CONTROL
 DA0074
 DA0074  NGVD 29 (??/??/92)  405.415  (m)         1330.10   (f) ADJ UNCH    2 0
 DA0074
 DA0074.Superseded values are not recommended for survey control.
 DA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0074.See file dsdata.txt to determine how the superseded data were derived.
 DA0074
 DA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB051383(NAD 83)
 DA0074_MARKER: DB = BENCH MARK DISK
 DA0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0074_STAMPING: G 297 1951
 DA0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0074+STABILITY: SURFACE MOTION
 DA0074
 DA0074  HISTORY     - Date     Condition        Report By
 DA0074  HISTORY     - 1951     MONUMENTED       CGS
 DA0074  HISTORY     - 1977     MARK NOT FOUND   USGS
 DA0074
 DA0074                          STATION DESCRIPTION
 DA0074
 DA0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0074'2.4 MI W FROM STANFIELD.
 DA0074'2.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0074'STANFIELD, ABOUT 41 YARDS SOUTH OF AND ACROSS THE HIGHWAY FROM A
 DA0074'TRANSFORMER STATION, AT THE JUNCTION OF A FARM ROAD LEADING SOUTH INTO
 DA0074'A CULTIVATED FIELD, ABOUT 43 YARDS WEST OF HIGHWAY MILEPOST 163, 45.0
 DA0074'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE
 DA0074'APPROXIMATE CENTER OF THE FARM ROAD, 2.5 FEET SOUTHEAST OF TELEPHONE
 DA0074'POLE 255, 1.7 FEET NORTH OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 DA0074'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0074'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0074
 DA0074                          STATION RECOVERY (1977)
 DA0074
 DA0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0693 ***********************************************************************
 DA0693  DESIGNATION -  G 298
 DA0693  PID         -  DA0693
 DA0693  STATE/COUNTY-  AZ/MARICOPA
 DA0693  USGS QUAD   -  BOSQUE (1973)
 DA0693
 DA0693                         *CURRENT SURVEY CONTROL
 DA0693  ___________________________________________________________________
 DA0693* NAD 83(1986)-  32 54 28.     (N)    112 31 40.     (W)     SCALED    
 DA0693* NAVD 88     -       389.26   (+/-2cm)    1277.1    (feet)  VERTCON   
 DA0693  ___________________________________________________________________
 DA0693  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DA0693
 DA0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0693
 DA0693.The horizontal coordinates were scaled from a topographic map and have
 DA0693.an estimated accuracy of +/- 6 seconds.
 DA0693
 DA0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0693.The vertical order pertains to the NGVD 29 superseded value.
 DA0693
 DA0693.The geoid height was determined by GEOID03.
 DA0693
 DA0693;                    North         East    Units  Estimated Accuracy
 DA0693;SPC AZ C     -   211,690.      156,200.      MT  (+/- 180 meters Scaled)
 DA0693
 DA0693                          SUPERSEDED SURVEY CONTROL
 DA0693
 DA0693  NGVD 29 (??/??/92)  388.623  (m)         1275.01   (f) ADJ UNCH    2 0
 DA0693
 DA0693.Superseded values are not recommended for survey control.
 DA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0693.See file dsdata.txt to determine how the superseded data were derived.
 DA0693
 DA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB571420(NAD 83)
 DA0693_MARKER: DB = BENCH MARK DISK
 DA0693_SETTING: 0 = UNSPECIFIED SETTING
 DA0693_STAMPING: G 298 1951
 DA0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0693
 DA0693  HISTORY     - Date     Condition        Report By
 DA0693  HISTORY     - 1951     MONUMENTED       CGS
 DA0693  HISTORY     - 1973     GOOD             USGS
 DA0693
 DA0693                          STATION DESCRIPTION
 DA0693
 DA0693'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0693'11.7 MI E FROM GILA BEND.
 DA0693'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0693'HIGHWAY 80, THENCE 8 MILES EAST ALONG INTERSTATE 8 TO GATE AND GRAVEL
 DA0693'ROAD NORTH OF THE WEST BOUND LANE, THENCE 0.15 MILE NORTHEAST TO A
 DA0693'WASH, 375 FEET EAST SOUTHEAST AND 52 FEET SOUTH OF A SMALLER WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1213 ***********************************************************************
 CZ1213  DESIGNATION -  G 299
 CZ1213  PID         -  CZ1213
 CZ1213  STATE/COUNTY-  AZ/PINAL
 CZ1213  USGS QUAD   -  CHUICHU (1992)
 CZ1213
 CZ1213                         *CURRENT SURVEY CONTROL
 CZ1213  ___________________________________________________________________
 CZ1213* NAD 83(1986)-  32 48 23.     (N)    111 51 37.     (W)     SCALED    
 CZ1213* NAVD 88     -       421.75   (+/-2cm)    1383.7    (feet)  VERTCON   
 CZ1213  ___________________________________________________________________
 CZ1213  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1213
 CZ1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1213
 CZ1213.The horizontal coordinates were scaled from a topographic map and have
 CZ1213.an estimated accuracy of +/- 6 seconds.
 CZ1213
 CZ1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1213.The vertical order pertains to the NGVD 29 superseded value.
 CZ1213
 CZ1213.The geoid height was determined by GEOID03.
 CZ1213
 CZ1213;                    North         East    Units  Estimated Accuracy
 CZ1213;SPC AZ C     -   200,280.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1213
 CZ1213                          SUPERSEDED SURVEY CONTROL
 CZ1213
 CZ1213  NGVD 29 (??/??/92)  421.140  (m)         1381.69   (f) ADJ UNCH    2 0
 CZ1213
 CZ1213.Superseded values are not recommended for survey control.
 CZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1213.See file dsdata.txt to determine how the superseded data were derived.
 CZ1213
 CZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194301(NAD 83)
 CZ1213_MARKER: DB = BENCH MARK DISK
 CZ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1213_STAMPING: G 299 1952
 CZ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1213+STABILITY: SURFACE MOTION
 CZ1213
 CZ1213  HISTORY     - Date     Condition        Report By
 CZ1213  HISTORY     - 1952     MONUMENTED       CGS
 CZ1213  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1213
 CZ1213                          STATION DESCRIPTION
 CZ1213
 CZ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1213'11.3 MI SW FROM CASA GRANDE.
 CZ1213'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHEARN PACIFIC CO.
 CZ1213'WATER TANK AT CASA GRANDE, THENCE 4 MILES SOUTH ALONG A GRADED ROAD,
 CZ1213'THENCE 1 MILE SOUTH ALONG A LEVEE, ABOUT 8.6 MILES NORTH OF COCKLEBUR,
 CZ1213'AT SECTION CORNER T7S R5E S18 S19 S19 S20, AND ABOUT 38 YARDS
 CZ1213'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, AT A T FENCE
 CZ1213'CORNER, AT A JOG IN THE LEVEE, 39 1/2 FEET WEST OF THE CORNER FENCE
 CZ1213'POST, 6 1/2 FEET WEST OF THE WEST BANK OF THE LEVEE, 20 FEET EAST OF
 CZ1213'THE CENTER OF A GATE TO THE FARM YARD, 1.2 FEET SOUTH OF A FENCE, 1.5
 CZ1213'FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CZ1213'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE FARM
 CZ1213'YARD.
 CZ1213
 CZ1213                          STATION RECOVERY (1966)
 CZ1213
 CZ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1157 ***********************************************************************
 DV1157  DESIGNATION -  G 30
 DV1157  PID         -  DV1157
 DV1157  STATE/COUNTY-  AZ/LA PAZ
 DV1157  USGS QUAD   -  BEAR HILLS (1990)
 DV1157
 DV1157                         *CURRENT SURVEY CONTROL
 DV1157  ___________________________________________________________________
 DV1157* NAD 83(1986)-  33 41 43.     (N)    113 52 47.     (W)     SCALED    
 DV1157* NAVD 88     -       359.559  (meters)    1179.65   (feet)  ADJUSTED  
 DV1157  ___________________________________________________________________
 DV1157  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1157  DYNAMIC HT  -         359.150 (meters)    1178.31  (feet)  COMP
 DV1157  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DV1157
 DV1157  VERT ORDER  -  FIRST     CLASS II
 DV1157
 DV1157.The horizontal coordinates were scaled from a topographic map and have
 DV1157.an estimated accuracy of +/- 6 seconds.
 DV1157
 DV1157.The orthometric height was determined by differential leveling
 DV1157.and adjusted by the National Geodetic Survey in June 1991..
 DV1157
 DV1157.The geoid height was determined by GEOID03.
 DV1157
 DV1157.The dynamic height is computed by dividing the NAVD 88
 DV1157.geopotential number by the normal gravity value computed on the
 DV1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1157.degrees latitude (g = 980.6199 gals.).
 DV1157
 DV1157.The modeled gravity was interpolated from observed gravity values.
 DV1157
 DV1157;                    North         East    Units  Estimated Accuracy
 DV1157;SPC AZ W     -   298,880.      201,330.      MT  (+/- 180 meters Scaled)
 DV1157
 DV1157                          SUPERSEDED SURVEY CONTROL
 DV1157
 DV1157  NGVD 29 (??/??/92)  358.897  (m)         1177.48   (f) ADJ UNCH    1 2
 DV1157
 DV1157.Superseded values are not recommended for survey control.
 DV1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1157.See file dsdata.txt to determine how the superseded data were derived.
 DV1157
 DV1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC330320(NAD 83)
 DV1157_MARKER: DB = BENCH MARK DISK
 DV1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1157_STAMPING: 1177.481 G 30 1933
 DV1157_MARK LOGO: CGS   
 DV1157_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1157+STABILITY: SURFACE MOTION
 DV1157
 DV1157  HISTORY     - Date     Condition        Report By
 DV1157  HISTORY     - 1933     MONUMENTED       CGS
 DV1157  HISTORY     - 1949     GOOD             NGS
 DV1157  HISTORY     - 1981     GOOD             NGS
 DV1157  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1157
 DV1157                          STATION DESCRIPTION
 DV1157
 DV1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV1157'IN SALOME.
 DV1157'17.2 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 75
 DV1157'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET NORTHEAST OF A
 DV1157'ROCK-DIRT DIKE ACROSS A DITCH AND 4 FEET NORTH OF A WHITE WITNESS
 DV1157'POST.  A STANDARD DISK, STAMPED 1177.481 G 30 1933 AND SET IN THE TOP
 DV1157'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 DV1157
 DV1157                          STATION RECOVERY (1981)
 DV1157
 DV1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1157'28.4 KM (17.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1157'OF SALOME ROAD IN SALOME, 0.25 KM (0.15 MI) NORTHEAST OF HIGHWAY
 DV1157'MILEPOST 39, 25.3 METERS (83.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DV1157'HIGHWAY, 11.9 METERS (39.0 FT) EAST OF A BRACED ANGLE IRON POST IN THE
 DV1157'RIGHT-OF-WAY FENCE, 8.6 METERS (28.0 FT) SOUTHEAST OF THE FENCE LINE.
 DV1157'THE MARK IS 0.75 METERS  NE FROM A WITNESS POST.
 DV1157'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DV1157
 DV1157                          STATION RECOVERY (2004)
 DV1157
 DV1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0140 ***********************************************************************
 DA0140  DESIGNATION -  G 300
 DA0140  PID         -  DA0140
 DA0140  STATE/COUNTY-  AZ/PINAL
 DA0140  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0140
 DA0140                         *CURRENT SURVEY CONTROL
 DA0140  ___________________________________________________________________
 DA0140* NAD 83(1986)-  32 56 22.     (N)    112 00 53.     (W)     SCALED    
 DA0140* NAVD 88     -       381.95   (+/-2cm)    1253.1    (feet)  VERTCON   
 DA0140  ___________________________________________________________________
 DA0140  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0140
 DA0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0140
 DA0140.The horizontal coordinates were scaled from a topographic map and have
 DA0140.an estimated accuracy of +/- 6 seconds.
 DA0140
 DA0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0140.The vertical order pertains to the NGVD 29 superseded value.
 DA0140
 DA0140.The geoid height was determined by GEOID03.
 DA0140
 DA0140;                    North         East    Units  Estimated Accuracy
 DA0140;SPC AZ C     -   215,040.      204,190.      MT  (+/- 180 meters Scaled)
 DA0140
 DA0140                          SUPERSEDED SURVEY CONTROL
 DA0140
 DA0140  NGVD 29 (??/??/92)  381.393  (m)         1251.29   (f) ADJ UNCH    2 0
 DA0140
 DA0140.Superseded values are not recommended for survey control.
 DA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0140.See file dsdata.txt to determine how the superseded data were derived.
 DA0140
 DA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB051450(NAD 83)
 DA0140_MARKER: DB = BENCH MARK DISK
 DA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0140_STAMPING: G 300 1952
 DA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0140+STABILITY: SURFACE MOTION
 DA0140
 DA0140  HISTORY     - Date     Condition        Report By
 DA0140  HISTORY     - 1952     MONUMENTED       CGS
 DA0140  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0140
 DA0140                          STATION DESCRIPTION
 DA0140
 DA0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0140'6.6 MI NW FROM STANFIELD.
 DA0140'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0140'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0140'1.0 MILE WEST ALONG THE MILLER ROAD, 0.1 MILE WEST OF THE ACCESS ROAD
 DA0140'TO A COTTON GIN, AT THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, AT
 DA0140'A FENCE CORNER, 49 1/2 FEET SOUTH OF THE CENTER LINE OF THE MILLER
 DA0140'ROAD, 38 1/2 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH,
 DA0140'1.8 FEET WEST OF THE CORNER FENCE POST, 1.6 FEET NORTH OF A WITNESS
 DA0140'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0140'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THE AREA IS NOW IN
 DA0140'IRRIGATION DRAINAGE AREA.
 DA0140
 DA0140                          STATION RECOVERY (1963)
 DA0140
 DA0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0748 ***********************************************************************
 CZ0748  DESIGNATION -  G 301
 CZ0748  PID         -  CZ0748
 CZ0748  STATE/COUNTY-  AZ/PIMA
 CZ0748  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0748
 CZ0748                         *CURRENT SURVEY CONTROL
 CZ0748  ___________________________________________________________________
 CZ0748* NAD 83(1986)-  32 14 42.     (N)    111 16 44.     (W)     SCALED    
 CZ0748* NAVD 88     -       677.83   (+/-2cm)    2223.8    (feet)  VERTCON   
 CZ0748  ___________________________________________________________________
 CZ0748  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0748
 CZ0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0748
 CZ0748.The horizontal coordinates were scaled from a topographic map and have
 CZ0748.an estimated accuracy of +/- 6 seconds.
 CZ0748
 CZ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0748.The vertical order pertains to the NGVD 29 superseded value.
 CZ0748
 CZ0748.The geoid height was determined by GEOID03.
 CZ0748
 CZ0748;                    North         East    Units  Estimated Accuracy
 CZ0748;SPC AZ C     -   138,210.      273,460.      MT  (+/- 180 meters Scaled)
 CZ0748
 CZ0748                          SUPERSEDED SURVEY CONTROL
 CZ0748
 CZ0748  NGVD 29 (??/??/92)  677.206  (m)         2221.80   (f) ADJ UNCH    2 0
 CZ0748
 CZ0748.Superseded values are not recommended for survey control.
 CZ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0748.See file dsdata.txt to determine how the superseded data were derived.
 CZ0748
 CZ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737676(NAD 83)
 CZ0748_MARKER: DB = BENCH MARK DISK
 CZ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0748_STAMPING: G 301 1951
 CZ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0748+STABILITY: SURFACE MOTION
 CZ0748
 CZ0748  HISTORY     - Date     Condition        Report By
 CZ0748  HISTORY     - 1951     MONUMENTED       CGS
 CZ0748  HISTORY     - 1975     GOOD             USGS
 CZ0748
 CZ0748                          STATION DESCRIPTION
 CZ0748
 CZ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0748'20.3 MI W FROM TUCSON.
 CZ0748'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0748'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0748'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0748'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0748'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF A
 CZ0748'ROAD, THENCE 0.4 MILES SOUTH TO AN INTERSECTION, AT THE INTERSECTION
 CZ0748'OF THE MAIN ROAD LEADING NORTH AND WEST AND A TRACK ROAD LEADING SOUTH
 CZ0748'AND EAST, LEVEL LINE GOES NORTH AT THIS POINT, 89 1/2 FEET NORTHWEST
 CZ0748'OF THE CENTER OF THE ROAD INTERSECTION UNDER THE POWER LINE, 76 1/2
 CZ0748'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD LEADING NORTH AND THE
 CZ0748'POWER LINE, 37 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD LEADING
 CZ0748'WEST, 2.3 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0748'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0748'THE GROUND.
 CZ0748
 CZ0748                          STATION RECOVERY (1975)
 CZ0748
 CZ0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0748'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0748'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0748'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0748'BEND. TURN LEFT, THROUGH GATE S. ALONG POWERLINE 0.2 MI. 75 FT W. OF
 CZ0748'RD. ALONG POWERLINE, 35 FT NE. OF OLD DIM TRACK RD., 2.3 FT E. OF
 CZ0748'WITNESS POST. SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK
 CZ0748'STAMPED G 301 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0807 ***********************************************************************
 CG0807  DESIGNATION -  G 302
 CG0807  PID         -  CG0807
 CG0807  STATE/COUNTY-  AZ/PIMA
 CG0807  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0807
 CG0807                         *CURRENT SURVEY CONTROL
 CG0807  ___________________________________________________________________
 CG0807* NAD 83(1986)-  31 35 20.     (N)    111 31 54.     (W)     SCALED    
 CG0807* NAVD 88     -      1082.89   (+/-2cm)    3552.8    (feet)  VERTCON   
 CG0807  ___________________________________________________________________
 CG0807  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CG0807
 CG0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0807
 CG0807.The horizontal coordinates were scaled from a topographic map and have
 CG0807.an estimated accuracy of +/- 6 seconds.
 CG0807
 CG0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0807.The vertical order pertains to the NGVD 29 superseded value.
 CG0807
 CG0807.The geoid height was determined by GEOID03.
 CG0807
 CG0807;                    North         East    Units  Estimated Accuracy
 CG0807;SPC AZ C     -    65,350.      249,900.      MT  (+/- 180 meters Scaled)
 CG0807
 CG0807                          SUPERSEDED SURVEY CONTROL
 CG0807
 CG0807  NGVD 29 (??/??/92) 1082.101  (m)         3550.19   (f) ADJ UNCH    2 0
 CG0807
 CG0807.Superseded values are not recommended for survey control.
 CG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0807.See file dsdata.txt to determine how the superseded data were derived.
 CG0807
 CG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV495949(NAD 83)
 CG0807_MARKER: DB = BENCH MARK DISK
 CG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0807_STAMPING: G 302 1951
 CG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0807+STABILITY: SURFACE MOTION
 CG0807
 CG0807  HISTORY     - Date     Condition        Report By
 CG0807  HISTORY     - 1951     MONUMENTED       CGS
 CG0807  HISTORY     - 1975     GOOD             USGS
 CG0807  HISTORY     - 20010331 GOOD             NGS
 CG0807
 CG0807                          STATION DESCRIPTION
 CG0807
 CG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0807'7.2 MI N FROM SASABE.
 CG0807'7.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0807'HOUSE AT SASABE, AT THE INTERSECTION OF THE MAIN ROAD AND A TRACK ROAD
 CG0807'LEADING WEST AND A ROAD LEADING EAST TO THE GILL AND SON RANCH, 135
 CG0807'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING WEST, 103
 CG0807'1/2 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 94 1/2
 CG0807'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 5 FEET NORTHEAST
 CG0807'OF A POWER LINE POLE, 2.7 FEET EAST OF THE WITNESS POST, AND ABOUT 1/2
 CG0807'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0807'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0807
 CG0807                          STATION RECOVERY (1975)
 CG0807
 CG0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0807'SASABE, 7.3 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0807'SE. 105 FT NW. OF T-RD. FORK E. SET IN TOP OF CONCRETE POST 2 FT
 CG0807'HIGHER THAN RD. STANDARD DISK STAMPED G 302 1951.
 CG0807
 CG0807                          STATION RECOVERY (2001)
 CG0807
 CG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0807'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0942 ***********************************************************************
 CZ0942  DESIGNATION -  G 303
 CZ0942  PID         -  CZ0942
 CZ0942  STATE/COUNTY-  AZ/PIMA
 CZ0942  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0942
 CZ0942                         *CURRENT SURVEY CONTROL
 CZ0942  ___________________________________________________________________
 CZ0942* NAD 83(1986)-  32 22 20.     (N)    111 32 26.     (W)     SCALED    
 CZ0942* NAVD 88     -       735.99   (+/-2cm)    2414.7    (feet)  VERTCON   
 CZ0942  ___________________________________________________________________
 CZ0942  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0942
 CZ0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0942
 CZ0942.The horizontal coordinates were scaled from a topographic map and have
 CZ0942.an estimated accuracy of +/- 6 seconds.
 CZ0942
 CZ0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0942.The vertical order pertains to the NGVD 29 superseded value.
 CZ0942
 CZ0942.The geoid height was determined by GEOID03.
 CZ0942
 CZ0942;                    North         East    Units  Estimated Accuracy
 CZ0942;SPC AZ C     -   152,200.      248,750.      MT  (+/- 180 meters Scaled)
 CZ0942
 CZ0942                          SUPERSEDED SURVEY CONTROL
 CZ0942
 CZ0942  NGVD 29 (??/??/92)  735.386  (m)         2412.68   (f) ADJ UNCH    2 0
 CZ0942
 CZ0942.Superseded values are not recommended for survey control.
 CZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0942.See file dsdata.txt to determine how the superseded data were derived.
 CZ0942
 CZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA491818(NAD 83)
 CZ0942_MARKER: DB = BENCH MARK DISK
 CZ0942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0942_STAMPING: G 303 1951
 CZ0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0942
 CZ0942  HISTORY     - Date     Condition        Report By
 CZ0942  HISTORY     - 1951     MONUMENTED       CGS
 CZ0942
 CZ0942                          STATION DESCRIPTION
 CZ0942
 CZ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0942'5.8 MI SE FROM SILVER BELL.
 CZ0942'0.1 MILE EAST ALONG A GRADED ROAD FROM THE SILVER BELL CEMETERY,
 CZ0942'THENCE 5.7 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.2 MILE SOUTHEAST OF
 CZ0942'A GATE FOR A FENCE CROSSING THE ROAD, ON THE TOP OF A SHORT, STEEP
 CZ0942'UPGRADE GOING SOUTHEAST, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ0942'ROAD, 3 FEET NORTH OF A WITNESS POST, AND BRAISED ON THE TOP OF A 3
 CZ0942'1/2 INCH IRON PIPE, PROJECTING 1.2 FOOT ABOVE THE GROUND AND ABOUT
 CZ0942'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1319 ***********************************************************************
 CZ1319  DESIGNATION -  G 304
 CZ1319  PID         -  CZ1319
 CZ1319  STATE/COUNTY-  AZ/PINAL
 CZ1319  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1319
 CZ1319                         *CURRENT SURVEY CONTROL
 CZ1319  ___________________________________________________________________
 CZ1319* NAD 83(1986)-  32 35 14.     (N)    111 40 19.     (W)     SCALED    
 CZ1319* NAVD 88     -       484.43   (+/-2cm)    1589.3    (feet)  VERTCON   
 CZ1319  ___________________________________________________________________
 CZ1319  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1319
 CZ1319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1319
 CZ1319.The horizontal coordinates were scaled from a topographic map and have
 CZ1319.an estimated accuracy of +/- 6 seconds.
 CZ1319
 CZ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1319.The vertical order pertains to the NGVD 29 superseded value.
 CZ1319
 CZ1319.The geoid height was determined by GEOID03.
 CZ1319
 CZ1319;                    North         East    Units  Estimated Accuracy
 CZ1319;SPC AZ C     -   176,010.      236,330.      MT  (+/- 180 meters Scaled)
 CZ1319
 CZ1319                          SUPERSEDED SURVEY CONTROL
 CZ1319
 CZ1319  NGVD 29 (??/??/92)  483.888  (m)         1587.56   (f) ADJ UNCH    2 0
 CZ1319
 CZ1319.Superseded values are not recommended for survey control.
 CZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1319.See file dsdata.txt to determine how the superseded data were derived.
 CZ1319
 CZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369057(NAD 83)
 CZ1319_MARKER: DB = BENCH MARK DISK
 CZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1319_STAMPING: G 304 1951
 CZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1319+STABILITY: SURFACE MOTION
 CZ1319
 CZ1319  HISTORY     - Date     Condition        Report By
 CZ1319  HISTORY     - 1951     MONUMENTED       CGS
 CZ1319  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1319
 CZ1319                          STATION DESCRIPTION
 CZ1319
 CZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1319'17.2 MI S FROM TOLTEC.
 CZ1319'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1319'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1319'HIGHWAY, THENCE 3 MILES WEST ALONG THE PRETZER ROAD, THENCE 4 MILES
 CZ1319'SOUTH A GRADED ROAD, ABOUT 215 YARDS NORTH OF A GALVANIZED METAL WATER
 CZ1319'TANK, AND IN LINE WITH A NORTH-SOUTH POWER LINE, 39.2 FEET WEST OF A
 CZ1319'FENCE LINE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET
 CZ1319'SOUTH OF A POWER POLE, 2.2 FEET NORTH OF A WITNESS POST, AND ABOUT 2
 CZ1319'FEET LOWER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.7
 CZ1319'FOOT.
 CZ1319
 CZ1319                          STATION RECOVERY (1966)
 CZ1319
 CZ1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0477 ***********************************************************************
 CG0477  DESIGNATION -  G 305
 CG0477  PID         -  CG0477
 CG0477  STATE/COUNTY-  AZ/PIMA
 CG0477  USGS QUAD   -  FRESNO WASH (1982)
 CG0477
 CG0477                         *CURRENT SURVEY CONTROL
 CG0477  ___________________________________________________________________
 CG0477* NAD 83(1986)-  31 50 21.     (N)    111 23 14.     (W)     SCALED    
 CG0477* NAVD 88     -       937.15   (+/-2cm)    3074.6    (feet)  VERTCON   
 CG0477  ___________________________________________________________________
 CG0477  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0477
 CG0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0477
 CG0477.The horizontal coordinates were scaled from a topographic map and have
 CG0477.an estimated accuracy of +/- 6 seconds.
 CG0477
 CG0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0477.The vertical order pertains to the NGVD 29 superseded value.
 CG0477
 CG0477.The geoid height was determined by GEOID03.
 CG0477
 CG0477;                    North         East    Units  Estimated Accuracy
 CG0477;SPC AZ C     -    93,160.      263,470.      MT  (+/- 180 meters Scaled)
 CG0477
 CG0477                          SUPERSEDED SURVEY CONTROL
 CG0477
 CG0477  NGVD 29 (??/??/92)  936.404  (m)         3072.19   (f) ADJ UNCH    2 0
 CG0477
 CG0477.Superseded values are not recommended for survey control.
 CG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0477.See file dsdata.txt to determine how the superseded data were derived.
 CG0477
 CG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA633226(NAD 83)
 CG0477_MARKER: DB = BENCH MARK DISK
 CG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0477_STAMPING: G 305 1951
 CG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0477+STABILITY: SURFACE MOTION
 CG0477
 CG0477  HISTORY     - Date     Condition        Report By
 CG0477  HISTORY     - 1951     MONUMENTED       CGS
 CG0477
 CG0477                          STATION DESCRIPTION
 CG0477
 CG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0477'18.4 MI S FROM THREE POINTS.
 CG0477'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG THE
 CG0477'STATE HIGHWAY 86 TO THREE POINTS, THENCE 0.2 MILE EAST ALONG STATE
 CG0477'HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT THREE POINTS, THENCE 17.2
 CG0477'MILES SOUTH ALONG THE SASABE ROAD, THENCE 1 MILE EAST ALONG A TRACK
 CG0477'ROAD, 0.4 MILE SOUTHEAST OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0477'NORTHEAST, 78 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.6
 CG0477'FEET WEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD,
 CG0477'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0477'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0668 ***********************************************************************
 CG0668  DESIGNATION -  G 306
 CG0668  PID         -  CG0668
 CG0668  STATE/COUNTY-  AZ/PIMA
 CG0668  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0668
 CG0668                         *CURRENT SURVEY CONTROL
 CG0668  ___________________________________________________________________
 CG0668* NAD 83(1986)-  31 47 32.     (N)    111 40 22.     (W)     SCALED    
 CG0668* NAVD 88     -       951.54   (+/-2cm)    3121.8    (feet)  VERTCON   
 CG0668  ___________________________________________________________________
 CG0668  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0668
 CG0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0668
 CG0668.The horizontal coordinates were scaled from a topographic map and have
 CG0668.an estimated accuracy of +/- 6 seconds.
 CG0668
 CG0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0668.The vertical order pertains to the NGVD 29 superseded value.
 CG0668
 CG0668.The geoid height was determined by GEOID03.
 CG0668
 CG0668;                    North         East    Units  Estimated Accuracy
 CG0668;SPC AZ C     -    87,860.      236,460.      MT  (+/- 180 meters Scaled)
 CG0668
 CG0668                          SUPERSEDED SURVEY CONTROL
 CG0668
 CG0668  NGVD 29 (??/??/92)  950.770  (m)         3119.32   (f) ADJ UNCH    2 0
 CG0668
 CG0668.Superseded values are not recommended for survey control.
 CG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0668.See file dsdata.txt to determine how the superseded data were derived.
 CG0668
 CG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363176(NAD 83)
 CG0668_MARKER: DB = BENCH MARK DISK
 CG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0668_STAMPING: G 306 1952
 CG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0668+STABILITY: SURFACE MOTION
 CG0668
 CG0668  HISTORY     - Date     Condition        Report By
 CG0668  HISTORY     - 1952     MONUMENTED       CGS
 CG0668
 CG0668                          STATION DESCRIPTION
 CG0668
 CG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0668'9.9 MI E FROM TOPAWA.
 CG0668'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0668'TOPAWA, THENCE 1.0 MILE SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0668'KEEP LEFT AT THE Y JUNCTION, 0.35 MILE NORTHWEST OF A Y JUNCTION OF
 CG0668'THE MAIN ROAD AND ROAD LEADING NORTHEAST TO SYCAMORE CANYON, 33 FEET
 CG0668'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63.5 FEET NORTHWEST OF USGS
 CG0668'COPPER NAIL AND WASHER 3120.8, IN THE EAST BASE OF A MESQUITE TREE,
 CG0668'2.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0668'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1159 ***********************************************************************
 DA1159  DESIGNATION -  G 307
 DA1159  PID         -  DA1159
 DA1159  STATE/COUNTY-  AZ/PIMA
 DA1159  USGS QUAD   -  AJO SOUTH (1990)
 DA1159
 DA1159                         *CURRENT SURVEY CONTROL
 DA1159  ___________________________________________________________________
 DA1159* NAD 83(1986)-  32 20 52.     (N)    112 50 33.     (W)     SCALED    
 DA1159* NAVD 88     -       541.77   (+/-2cm)    1777.5    (feet)  VERTCON   
 DA1159  ___________________________________________________________________
 DA1159  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1159
 DA1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1159
 DA1159.The horizontal coordinates were scaled from a topographic map and have
 DA1159.an estimated accuracy of +/- 6 seconds.
 DA1159
 DA1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1159.The vertical order pertains to the NGVD 29 superseded value.
 DA1159
 DA1159.The geoid height was determined by GEOID03.
 DA1159
 DA1159;                    North         East    Units  Estimated Accuracy
 DA1159;SPC AZ C     -   149,810.      126,210.      MT  (+/- 180 meters Scaled)
 DA1159
 DA1159                          SUPERSEDED SURVEY CONTROL
 DA1159
 DA1159  NGVD 29 (??/??/92)  541.075  (m)         1775.18   (f) ADJ UNCH    2 0
 DA1159
 DA1159.Superseded values are not recommended for survey control.
 DA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1159.See file dsdata.txt to determine how the superseded data were derived.
 DA1159
 DA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA266804(NAD 83)
 DA1159_MARKER: DB = BENCH MARK DISK
 DA1159_SETTING: 80 = SET IN A BOULDER
 DA1159_SP_SET: BOULDER
 DA1159_STAMPING: G 307 1952
 DA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1159+STABILITY: SURFACE MOTION
 DA1159
 DA1159  HISTORY     - Date     Condition        Report By
 DA1159  HISTORY     - 1952     MONUMENTED       CGS
 DA1159  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1159
 DA1159                          STATION DESCRIPTION
 DA1159
 DA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1159'3.1 MI SE FROM AJO.
 DA1159'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA1159'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA1159'HIGHWAY 86, THENCE 1.05 MILES SOUTHWEST ALONG THE DRABY WELLS ROAD,
 DA1159'SET IN ABOUT THE CENTER OF A LARGE BOULDER 15 X 9 1/2 FEET, AND
 DA1159'PROJECTING 3 1/2 FEET ABOVE GROUND, 1.0 MILE SOUTHWEST OF JUNCTION OF
 DA1159'HIGHWAY 86, 59 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 7.6 FEET
 DA1159'SOUTH OF THE NORTH END OF THE BOULDER, AND ABOUT 1 1/2 FEET HIGHER
 DA1159'THAN THE ROAD.
 DA1159
 DA1159                          STATION RECOVERY (1981)
 DA1159
 DA1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1159'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0092 ***********************************************************************
 CH0092  DESIGNATION -  G 308
 CH0092  PID         -  CH0092
 CH0092  STATE/COUNTY-  AZ/PIMA
 CH0092  USGS QUAD   -  LUKEVILLE (1988)
 CH0092
 CH0092                         *CURRENT SURVEY CONTROL
 CH0092  ___________________________________________________________________
 CH0092* NAD 83(1986)-  31 53 43.     (N)    112 51 27.     (W)     SCALED    
 CH0092* NAVD 88     -       415.73   (+/-2cm)    1363.9    (feet)  VERTCON   
 CH0092  ___________________________________________________________________
 CH0092  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CH0092
 CH0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0092
 CH0092.The horizontal coordinates were scaled from a topographic map and have
 CH0092.an estimated accuracy of +/- 6 seconds.
 CH0092
 CH0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0092.The vertical order pertains to the NGVD 29 superseded value.
 CH0092
 CH0092.The geoid height was determined by GEOID03.
 CH0092
 CH0092;                    North         East    Units  Estimated Accuracy
 CH0092;SPC AZ C     -    99,640.      124,360.      MT  (+/- 180 meters Scaled)
 CH0092
 CH0092                          SUPERSEDED SURVEY CONTROL
 CH0092
 CH0092  NGVD 29 (??/??/92)  414.992  (m)         1361.52   (f) ADJ UNCH    2 0
 CH0092
 CH0092.Superseded values are not recommended for survey control.
 CH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0092.See file dsdata.txt to determine how the superseded data were derived.
 CH0092
 CH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA243303(NAD 83)
 CH0092_MARKER: DB = BENCH MARK DISK
 CH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0092_STAMPING: G 308 1952
 CH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0092+STABILITY: SURFACE MOTION
 CH0092
 CH0092  HISTORY     - Date     Condition        Report By
 CH0092  HISTORY     - 1952     MONUMENTED       CGS
 CH0092
 CH0092                          STATION DESCRIPTION
 CH0092
 CH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0092'4.35 MI NW FROM LUKEVILLE.
 CH0092'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0092'LUKEVILLE TO JUNCTION, THENCE 3.4 MILES WEST ALONG QUITOVOQUITO ROAD,
 CH0092'51 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET SOUTH OF THE
 CH0092'WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL
 CH0092'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0418 ***********************************************************************
 DA0418  DESIGNATION -  G 309
 DA0418  PID         -  DA0418
 DA0418  STATE/COUNTY-  AZ/PIMA
 DA0418  USGS QUAD   -  ARMENTA WELL (1990)
 DA0418
 DA0418                         *CURRENT SURVEY CONTROL
 DA0418  ___________________________________________________________________
 DA0418* NAD 83(1986)-  32 08 52.     (N)    112 48 31.     (W)     SCALED    
 DA0418* NAVD 88     -       511.05   (+/-2cm)    1676.7    (feet)  VERTCON   
 DA0418  ___________________________________________________________________
 DA0418  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0418
 DA0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0418
 DA0418.The horizontal coordinates were scaled from a topographic map and have
 DA0418.an estimated accuracy of +/- 6 seconds.
 DA0418
 DA0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0418.The vertical order pertains to the NGVD 29 superseded value.
 DA0418
 DA0418.The geoid height was determined by GEOID03.
 DA0418
 DA0418;                    North         East    Units  Estimated Accuracy
 DA0418;SPC AZ C     -   127,600.      129,220.      MT  (+/- 180 meters Scaled)
 DA0418
 DA0418                          SUPERSEDED SURVEY CONTROL
 DA0418
 DA0418  NGVD 29 (??/??/92)  510.332  (m)         1674.31   (f) ADJ UNCH    2 0
 DA0418
 DA0418.Superseded values are not recommended for survey control.
 DA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0418.See file dsdata.txt to determine how the superseded data were derived.
 DA0418
 DA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294582(NAD 83)
 DA0418_MARKER: DB = BENCH MARK DISK
 DA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0418_STAMPING: G 309 1952
 DA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0418+STABILITY: SURFACE MOTION
 DA0418
 DA0418  HISTORY     - Date     Condition        Report By
 DA0418  HISTORY     - 1952     MONUMENTED       CGS
 DA0418
 DA0418                          STATION DESCRIPTION
 DA0418
 DA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0418'22.8 MI S FROM AJO.
 DA0418'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0418'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0418'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG SONOYTA-AJO
 DA0418'HIGHWAY TO INTERSECTION, THENCE 2.7 MILES WEST ALONG TRACK ROAD, 41
 DA0418'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF THE
 DA0418'WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL
 DA0418'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0477 ***********************************************************************
 ES0477  DESIGNATION -  G 31
 ES0477  PID         -  ES0477
 ES0477  STATE/COUNTY-  AZ/YAVAPAI
 ES0477  USGS QUAD   -  CORNVILLE (1968)
 ES0477
 ES0477                         *CURRENT SURVEY CONTROL
 ES0477  ___________________________________________________________________
 ES0477* NAD 83(1986)-  34 43 17.     (N)    111 59 30.     (W)     SCALED    
 ES0477* NAVD 88     -       994.497  (meters)    3262.78   (feet)  POSTED    
 ES0477  ___________________________________________________________________
 ES0477  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ES0477  DYNAMIC HT  -         993.260 (meters)    3258.72  (feet)  COMP
 ES0477  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 ES0477
 ES0477  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ES0477
 ES0477.The horizontal coordinates were scaled from a topographic map and have
 ES0477.an estimated accuracy of +/- 6 seconds.
 ES0477
 ES0477.The orthometric height was determined by differential leveling
 ES0477.and adjusted by the National Geodetic Survey in November 2005..
 ES0477.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ES0477.rate of 4.1 thru 8.0 mm/km.
 ES0477
 ES0477.The geoid height was determined by GEOID03.
 ES0477
 ES0477.The dynamic height is computed by dividing the NAVD 88
 ES0477.geopotential number by the normal gravity value computed on the
 ES0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0477.degrees latitude (g = 980.6199 gals.).
 ES0477
 ES0477.The modeled gravity was interpolated from observed gravity values.
 ES0477
 ES0477;                    North         East    Units  Estimated Accuracy
 ES0477;SPC AZ C     -   412,670.      206,490.      MT  (+/- 180 meters Scaled)
 ES0477
 ES0477                          SUPERSEDED SURVEY CONTROL
 ES0477
 ES0477  NGVD 29 (??/??/92)  993.761  (m)         3260.36   (f) ADJ UNCH    1 2
 ES0477
 ES0477.Superseded values are not recommended for survey control.
 ES0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0477.See file dsdata.txt to determine how the superseded data were derived.
 ES0477
 ES0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD092425(NAD 83)
 ES0477_MARKER: DB = BENCH MARK DISK
 ES0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0477_SP_SET: ABUTMENT
 ES0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0477
 ES0477  HISTORY     - Date     Condition        Report By
 ES0477  HISTORY     - UNK      MONUMENTED       CGS
 ES0477  HISTORY     - 1933     GOOD             NGS
 ES0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 ES0477  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0477
 ES0477                          STATION DESCRIPTION
 ES0477
 ES0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0477'3.6 MI SE FROM COTTONWOOD.
 ES0477'VERDE RIVER CONCRETE ARCH HIGHWAY BRIDGE AT BRIDGEPORT, WEST END OF
 ES0477'BRIDGE, NORTH SIDE OF HIGHWAY, ON TOP OF CONCRETE ABUTMENT.
 ES0477
 ES0477                          STATION RECOVERY (1973)
 ES0477
 ES0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0477'MARK NOT FOUND.
 ES0477
 ES0477                          STATION RECOVERY (1982)
 ES0477
 ES0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0477'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0021 ***********************************************************************
 GP0021  DESIGNATION -  G 31
 GP0021  PID         -  GP0021
 GP0021  STATE/COUNTY-  AZ/NAVAJO
 GP0021  USGS QUAD   -  KAYENTA EAST (1968)
 GP0021
 GP0021                         *CURRENT SURVEY CONTROL
 GP0021  ___________________________________________________________________
 GP0021* NAD 83(1986)-  36 42 27.     (N)    110 14 48.     (W)     SCALED    
 GP0021* NAVD 88     -      1744.185  (meters)    5722.38   (feet)  ADJUSTED  
 GP0021  ___________________________________________________________________
 GP0021  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0021  DYNAMIC HT  -        1742.074 (meters)    5715.45  (feet)  COMP
 GP0021  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 GP0021
 GP0021  VERT ORDER  -  FIRST     CLASS II
 GP0021
 GP0021.The horizontal coordinates were scaled from a topographic map and have
 GP0021.an estimated accuracy of +/- 6 seconds.
 GP0021
 GP0021.The orthometric height was determined by differential leveling
 GP0021.and adjusted by the National Geodetic Survey in June 1991..
 GP0021
 GP0021.The geoid height was determined by GEOID03.
 GP0021
 GP0021.The dynamic height is computed by dividing the NAVD 88
 GP0021.geopotential number by the normal gravity value computed on the
 GP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0021.degrees latitude (g = 980.6199 gals.).
 GP0021
 GP0021.The modeled gravity was interpolated from observed gravity values.
 GP0021
 GP0021;                    North         East    Units  Estimated Accuracy
 GP0021;SPC AZ E     -   633,020.      206,210.      MT  (+/- 180 meters Scaled)
 GP0021
 GP0021                          SUPERSEDED SURVEY CONTROL
 GP0021
 GP0021  NGVD 29 (??/??/92) 1743.274  (m)         5719.39   (f) ADJ UNCH    1 2
 GP0021
 GP0021.Superseded values are not recommended for survey control.
 GP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0021.See file dsdata.txt to determine how the superseded data were derived.
 GP0021
 GP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF672626(NAD 83)
 GP0021_MARKER: DB = BENCH MARK DISK
 GP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0021_STAMPING: 5719.391 G 31 1933
 GP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0021+STABILITY: SURFACE MOTION
 GP0021
 GP0021  HISTORY     - Date     Condition        Report By
 GP0021  HISTORY     - 1933     MONUMENTED       CGS
 GP0021  HISTORY     - 1968     MARK NOT FOUND   NGS
 GP0021
 GP0021                          STATION DESCRIPTION
 GP0021
 GP0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GP0021'1.9 MI SE FROM KAYENTA.
 GP0021'1.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0021'OFFICE AT KAYENTA, NAVAJO COUNTY, AT THE JUNCTION OF A ROAD LEADING TO
 GP0021'SHIPROCK, 96 FEET SOUTH OF A SIDE ROAD LEADING EAST, AND 69 FEET
 GP0021'NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 GP0021'STAMPED 5719.391 G 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 GP0021'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- A SERVICE STATION, A TRAILER
 GP0021'PARK AND A NEW HIGHWAY JUNCTION HAS BEEN PUT IN AT THIS LOCATION AND
 GP0021'THE MARK WAS PROBABLY DESTROYED DURING THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1261 ***********************************************************************
 CZ1261  DESIGNATION -  G 310
 CZ1261  PID         -  CZ1261
 CZ1261  STATE/COUNTY-  AZ/PINAL
 CZ1261  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1261
 CZ1261                         *CURRENT SURVEY CONTROL
 CZ1261  ___________________________________________________________________
 CZ1261* NAD 83(1986)-  32 36 13.     (N)    111 51 41.     (W)     SCALED    
 CZ1261* NAVD 88     -       468.77   (+/-2cm)    1538.0    (feet)  VERTCON   
 CZ1261  ___________________________________________________________________
 CZ1261  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1261
 CZ1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1261
 CZ1261.The horizontal coordinates were scaled from a topographic map and have
 CZ1261.an estimated accuracy of +/- 6 seconds.
 CZ1261
 CZ1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1261.The vertical order pertains to the NGVD 29 superseded value.
 CZ1261
 CZ1261.The geoid height was determined by GEOID03.
 CZ1261
 CZ1261;                    North         East    Units  Estimated Accuracy
 CZ1261;SPC AZ C     -   177,800.      218,550.      MT  (+/- 180 meters Scaled)
 CZ1261
 CZ1261                          SUPERSEDED SURVEY CONTROL
 CZ1261
 CZ1261  NGVD 29 (??/??/92)  468.190  (m)         1536.05   (f) ADJ UNCH    2 0
 CZ1261
 CZ1261.Superseded values are not recommended for survey control.
 CZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1261.See file dsdata.txt to determine how the superseded data were derived.
 CZ1261
 CZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB191076(NAD 83)
 CZ1261_MARKER: DB = BENCH MARK DISK
 CZ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1261_STAMPING: G 310 1952
 CZ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1261+STABILITY: SURFACE MOTION
 CZ1261
 CZ1261  HISTORY     - Date     Condition        Report By
 CZ1261  HISTORY     - 1952     MONUMENTED       CGS
 CZ1261  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1261
 CZ1261                          STATION DESCRIPTION
 CZ1261
 CZ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1261'2.1 MI E FROM JACKRABBIT.
 CZ1261'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1261'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 1.7 MILES EAST ALONG A
 CZ1261'TRACK ROAD, AT AN INDIAN VILLAGE, ON THE INSIDE OF A CURVE TO THE
 CZ1261'SOUTHEAST, IN LINE WITH THE WEST SIDE OF THE CONCRETE CHURCH BUILDING,
 CZ1261'185.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 40 FEET
 CZ1261'SOUTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD AT THE
 CZ1261'CURVE, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1261'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ1261
 CZ1261                          STATION RECOVERY (1963)
 CZ1261
 CZ1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0927 ***********************************************************************
 CZ0927  DESIGNATION -  G 311
 CZ0927  PID         -  CZ0927
 CZ0927  STATE/COUNTY-  AZ/PIMA
 CZ0927  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0927
 CZ0927                         *CURRENT SURVEY CONTROL
 CZ0927  ___________________________________________________________________
 CZ0927* NAD 83(1986)-  32 18 29.     (N)    111 48 40.     (W)     SCALED    
 CZ0927* NAVD 88     -       584.10   (+/-2cm)    1916.3    (feet)  VERTCON   
 CZ0927  ___________________________________________________________________
 CZ0927  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CZ0927
 CZ0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0927
 CZ0927.The horizontal coordinates were scaled from a topographic map and have
 CZ0927.an estimated accuracy of +/- 6 seconds.
 CZ0927
 CZ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0927.The vertical order pertains to the NGVD 29 superseded value.
 CZ0927
 CZ0927.The geoid height was determined by GEOID03.
 CZ0927
 CZ0927;                    North         East    Units  Estimated Accuracy
 CZ0927;SPC AZ C     -   145,030.      223,300.      MT  (+/- 180 meters Scaled)
 CZ0927
 CZ0927                          SUPERSEDED SURVEY CONTROL
 CZ0927
 CZ0927  NGVD 29 (??/??/92)  583.494  (m)         1914.35   (f) ADJ UNCH    2 0
 CZ0927
 CZ0927.Superseded values are not recommended for survey control.
 CZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0927.See file dsdata.txt to determine how the superseded data were derived.
 CZ0927
 CZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA236748(NAD 83)
 CZ0927_MARKER: DB = BENCH MARK DISK
 CZ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0927_STAMPING: G 311 1952
 CZ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0927+STABILITY: SURFACE MOTION
 CZ0927
 CZ0927  HISTORY     - Date     Condition        Report By
 CZ0927  HISTORY     - 1952     MONUMENTED       CGS
 CZ0927
 CZ0927                          STATION DESCRIPTION
 CZ0927
 CZ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0927'13.75 MI E FROM SANTA ROSA.
 CZ0927'13.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0927'0.45 MILE NORTHEAST OF THE NORTHEAST CORNER OF A FENCE LINE, AT A
 CZ0927'WATER SOAKED BOTTOM LAND CLEARING SPOTTED WITH IRON WOOD TREES, ABOUT
 CZ0927'40 YARDS NORTHWEST OF A WASH, 18 FEET NORTH OF THE CENTER LINE OF AND
 CZ0927'ABOUT LEVEL WITH THE ROAD, 15 1/2 FEET SOUTHWEST OF AN IRON WOOD TREE,
 CZ0927'2.8 FEET EAST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING
 CZ0927'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0840 ***********************************************************************
 ET0840  DESIGNATION -  G 312
 ET0840  PID         -  ET0840
 ET0840  STATE/COUNTY-  AZ/YAVAPAI
 ET0840  USGS QUAD   -  JOES HILL (1969)
 ET0840
 ET0840                         *CURRENT SURVEY CONTROL
 ET0840  ___________________________________________________________________
 ET0840* NAD 83(1986)-  34 13 59.     (N)    112 01 20.     (W)     SCALED    
 ET0840* NAVD 88     -      1148.30   (+/-2cm)    3767.4    (feet)  VERTCON   
 ET0840  ___________________________________________________________________
 ET0840  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0840
 ET0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0840
 ET0840.The horizontal coordinates were scaled from a topographic map and have
 ET0840.an estimated accuracy of +/- 6 seconds.
 ET0840
 ET0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0840.The vertical order pertains to the NGVD 29 superseded value.
 ET0840
 ET0840.The geoid height was determined by GEOID03.
 ET0840
 ET0840;                    North         East    Units  Estimated Accuracy
 ET0840;SPC AZ C     -   358,510.      203,640.      MT  (+/- 180 meters Scaled)
 ET0840
 ET0840                          SUPERSEDED SURVEY CONTROL
 ET0840
 ET0840  NGVD 29 (??/??/92) 1147.63   (m)         3765.2    (f) COMPUTED    2 0
 ET0840
 ET0840.Superseded values are not recommended for survey control.
 ET0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0840.See file dsdata.txt to determine how the superseded data were derived.
 ET0840
 ET0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058884(NAD 83)
 ET0840_MARKER: DB = BENCH MARK DISK
 ET0840_SETTING: 66 = SET IN ROCK OUTCROP
 ET0840_SP_SET: SLOPING OUTCROP
 ET0840_STAMPING: G 312 1952
 ET0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0840+STABILITY: POSITION/ELEVATION WELL
 ET0840
 ET0840  HISTORY     - Date     Condition        Report By
 ET0840  HISTORY     - 1952     MONUMENTED       CGS
 ET0840
 ET0840                          STATION DESCRIPTION
 ET0840
 ET0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0840'13.0 MI SE FROM CORDES.
 ET0840'13.0 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0840'CORDES, 0.55 MILE EAST OF THE CROSSING OF A CATTLE GUARD AND A FENCE
 ET0840'LINE, ON TOP OF A SMALL ROCKY RISE, AT THE WEST END OF A LONG SADDLE
 ET0840'FORMED BY TWO LOW SUMMITS, IN THE SOUTHWEST EDGE OF A 4-FOOT BY 3-FOOT
 ET0840'SLOPING OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND, 62 FEET NORTH OF
 ET0840'THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0009 ***********************************************************************
 CG0009  DESIGNATION -  G 313
 CG0009  PID         -  CG0009
 CG0009  STATE/COUNTY-  AZ/COCHISE
 CG0009  USGS QUAD   -  MESCAL (1983)
 CG0009
 CG0009                         *CURRENT SURVEY CONTROL
 CG0009  ___________________________________________________________________
 CG0009* NAD 83(1986)-  31 59 33.     (N)    110 24 24.     (W)     SCALED    
 CG0009* NAVD 88     -      1206.95   (+/-2cm)    3959.8    (feet)  VERTCON   
 CG0009  ___________________________________________________________________
 CG0009  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0009
 CG0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0009
 CG0009.The horizontal coordinates were scaled from a topographic map and have
 CG0009.an estimated accuracy of +/- 6 seconds.
 CG0009
 CG0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0009.The vertical order pertains to the NGVD 29 superseded value.
 CG0009
 CG0009.The geoid height was determined by GEOID03.
 CG0009
 CG0009;                    North         East    Units  Estimated Accuracy
 CG0009;SPC AZ E     -   110,060.      190,680.      MT  (+/- 180 meters Scaled)
 CG0009
 CG0009                          SUPERSEDED SURVEY CONTROL
 CG0009
 CG0009  NGVD 29 (??/??/92) 1206.137  (m)         3957.13   (f) ADJ UNCH    1 2
 CG0009
 CG0009.Superseded values are not recommended for survey control.
 CG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0009.See file dsdata.txt to determine how the superseded data were derived.
 CG0009
 CG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA560397(NAD 83)
 CG0009_MARKER: DB = BENCH MARK DISK
 CG0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0009_SP_SET: BRIDGE
 CG0009_STAMPING: G 313 1952
 CG0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0009
 CG0009  HISTORY     - Date     Condition        Report By
 CG0009  HISTORY     - 1952     MONUMENTED       CGS
 CG0009
 CG0009                          STATION DESCRIPTION
 CG0009
 CG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0009'1.7 MI E FROM MESCAL.
 CG0009'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0009'MESCAL, 0.4 MILE EAST OF A ROAD CROSSING, 0.3 MILE EAST OF MILEPOLE
 CG0009'1025, 0.1 MILE WEST OF BLOCK SIGNAL 10255, AT A SMALL BRIDGE, SET IN
 CG0009'TOP OF THE CENTER OF THE NORTH CONCRETE BULKHEAD OF THE EAST ABUTMENT,
 CG0009'6.3 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0269 ***********************************************************************
 ET0269  DESIGNATION -  G 314
 ET0269  PID         -  ET0269
 ET0269  STATE/COUNTY-  AZ/YAVAPAI
 ET0269  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0269
 ET0269                         *CURRENT SURVEY CONTROL
 ET0269  ___________________________________________________________________
 ET0269* NAD 83(1986)-  34 04 02.     (N)    112 07 32.     (W)     SCALED    
 ET0269* NAVD 88     -       646.60   (+/-2cm)    2121.4    (feet)  VERTCON   
 ET0269  ___________________________________________________________________
 ET0269  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 ET0269
 ET0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0269
 ET0269.The horizontal coordinates were scaled from a topographic map and have
 ET0269.an estimated accuracy of +/- 6 seconds.
 ET0269
 ET0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0269.The vertical order pertains to the NGVD 29 superseded value.
 ET0269
 ET0269.The geoid height was determined by GEOID03.
 ET0269
 ET0269;                    North         East    Units  Estimated Accuracy
 ET0269;SPC AZ C     -   340,130.      194,080.      MT  (+/- 180 meters Scaled)
 ET0269
 ET0269                          SUPERSEDED SURVEY CONTROL
 ET0269
 ET0269  NGVD 29 (??/??/92)  645.972  (m)         2119.33   (f) ADJ UNCH    2 0
 ET0269
 ET0269.Superseded values are not recommended for survey control.
 ET0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0269.See file dsdata.txt to determine how the superseded data were derived.
 ET0269
 ET0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961701(NAD 83)
 ET0269_MARKER: DB = BENCH MARK DISK
 ET0269_SETTING: 80 = SET IN A BOULDER
 ET0269_SP_SET: BOULDER
 ET0269_STAMPING: G 314 1952
 ET0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0269+STABILITY: SURFACE MOTION
 ET0269
 ET0269  HISTORY     - Date     Condition        Report By
 ET0269  HISTORY     - 1952     MONUMENTED       CGS
 ET0269
 ET0269                          STATION DESCRIPTION
 ET0269
 ET0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0269'2.5 MI NE FROM ROCK SPRINGS.
 ET0269'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0269'STORE AT ROCK SPRINGS, THENCE 1.5 MILES NORTHEAST ALONG THE SQUAW
 ET0269'CREEK ROAD, ABOUT 90 YARDS SOUTHWEST OF A WASH CROSSING, AT A CURVE,
 ET0269'AT THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, ON TOP OF A
 ET0269'GRADE, IN TOP OF A 4-FOOT BY 3-FOOT BOULDER PROJECTING 1 FOOT ABOVE
 ET0269'THE GROUND, 66 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2 FEET
 ET0269'HIGHER THAN THE MAIN ROAD AT THE JUNCTION, 12 FEET WEST OF THE CENTER
 ET0269'LINE OF THE TRACK ROAD, AND 0.9 FOOT NORTH OF THE SOUTH END OF THE
 ET0269'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0015 ***********************************************************************
 CG0015  DESIGNATION -  G 315
 CG0015  PID         -  CG0015
 CG0015  STATE/COUNTY-  AZ/COCHISE
 CG0015  USGS QUAD   -  BENSON (1983)
 CG0015
 CG0015                         *CURRENT SURVEY CONTROL
 CG0015  ___________________________________________________________________
 CG0015* NAD 83(1986)-  31 58 36.     (N)    110 19 09.     (W)     SCALED    
 CG0015* NAVD 88     -      1123.29   (+/-2cm)    3685.3    (feet)  VERTCON   
 CG0015  ___________________________________________________________________
 CG0015  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0015
 CG0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0015
 CG0015.The horizontal coordinates were scaled from a topographic map and have
 CG0015.an estimated accuracy of +/- 6 seconds.
 CG0015
 CG0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0015.The vertical order pertains to the NGVD 29 superseded value.
 CG0015
 CG0015.The geoid height was determined by GEOID03.
 CG0015
 CG0015;                    North         East    Units  Estimated Accuracy
 CG0015;SPC AZ E     -   108,290.      198,950.      MT  (+/- 180 meters Scaled)
 CG0015
 CG0015                          SUPERSEDED SURVEY CONTROL
 CG0015
 CG0015  NGVD 29 (??/??/92) 1122.507  (m)         3682.76   (f) ADJ UNCH    1 2
 CG0015
 CG0015.Superseded values are not recommended for survey control.
 CG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0015.See file dsdata.txt to determine how the superseded data were derived.
 CG0015
 CG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA643380(NAD 83)
 CG0015_MARKER: DB = BENCH MARK DISK
 CG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0015_STAMPING: G 315 1952
 CG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0015+STABILITY: SURFACE MOTION
 CG0015
 CG0015  HISTORY     - Date     Condition        Report By
 CG0015  HISTORY     - 1952     MONUMENTED       CGS
 CG0015
 CG0015                          STATION DESCRIPTION
 CG0015
 CG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0015'1.6 MI NW FROM BENSON.
 CG0015'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, FROM
 CG0015'THE STATION AT BENSON, SOUTH AND ACROSS THE TRACKS FROM THE THIRD
 CG0015'POWER LINE POLE EAST OF MILEPOLE 1031, 126 FEET SOUTHEAST OF THE
 CG0015'SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE, 104 FEET
 CG0015'SOUTH OF THE SOUTH RAIL, 100 FEET SOUTH OF SIGNAL NUMBER 1031.2, 37
 CG0015'FEET EAST OF A SHARP TURN IN THE FENCE LINE, 3.2 FEET SOUTH OF A
 CG0015'FENCE, 2.8 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CG0015'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0308 ***********************************************************************
 ET0308  DESIGNATION -  G 316
 ET0308  PID         -  ET0308
 ET0308  STATE/COUNTY-  AZ/YAVAPAI
 ET0308  USGS QUAD   -  MAYER (1974)
 ET0308
 ET0308                         *CURRENT SURVEY CONTROL
 ET0308  ___________________________________________________________________
 ET0308* NAD 83(1986)-  34 23 00.     (N)    112 07 38.     (W)     SCALED    
 ET0308* NAVD 88     -      1140.75   (+/-2cm)    3742.6    (feet)  VERTCON   
 ET0308  ___________________________________________________________________
 ET0308  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 ET0308
 ET0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0308
 ET0308.The horizontal coordinates were scaled from a topographic map and have
 ET0308.an estimated accuracy of +/- 6 seconds.
 ET0308
 ET0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0308.The vertical order pertains to the NGVD 29 superseded value.
 ET0308
 ET0308.The geoid height was determined by GEOID03.
 ET0308
 ET0308;                    North         East    Units  Estimated Accuracy
 ET0308;SPC AZ C     -   375,190.      194,000.      MT  (+/- 180 meters Scaled)
 ET0308
 ET0308                          SUPERSEDED SURVEY CONTROL
 ET0308
 ET0308  NGVD 29 (??/??/92) 1140.042  (m)         3740.29   (f) ADJ UNCH    2 0
 ET0308
 ET0308.Superseded values are not recommended for survey control.
 ET0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0308.See file dsdata.txt to determine how the superseded data were derived.
 ET0308
 ET0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD963052(NAD 83)
 ET0308_MARKER: DB = BENCH MARK DISK
 ET0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0308_STAMPING: G 316 1952
 ET0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0308+STABILITY: SURFACE MOTION
 ET0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0308+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 ET0308
 ET0308  HISTORY     - Date     Condition        Report By
 ET0308  HISTORY     - 1952     MONUMENTED       CGS
 ET0308  HISTORY     - 20040808 GOOD             USPSQD
 ET0308
 ET0308                          STATION DESCRIPTION
 ET0308
 ET0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0308'8.4 MI SE FROM MAYER.
 ET0308'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0308'MAYER, THENCE 6.6 MILES EAST ALONG A GRADED COUNTY ROAD, AT A JUNCTION
 ET0308'OF A ROAD LEADING NORTHWEST TO K BAR RANCH, 117 YARDS NORTHEAST OF THE
 ET0308'NORTHEAST BANK OF THE AGUA FRIA RIVER, 60 FEET NORTHEAST OF THE CENTER
 ET0308'LINE OF THE ROAD JUNCTION, 39 FEET EAST OF THE CENTER LINE OF THE
 ET0308'ROAD, 3.5 FEET SOUTH OF A WITNESS POST, 1.0 FOOT LOWER THAN THE ROAD,
 ET0308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0308'GROUND.
 ET0308
 ET0308                          STATION RECOVERY (2004)
 ET0308
 ET0308'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0308'MARK LOCATED IN GOOD SHAPE.  RANCH IS NOW NAMED HALLE RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0100 ***********************************************************************
 CZ0100  DESIGNATION -  G 317
 CZ0100  PID         -  CZ0100
 CZ0100  STATE/COUNTY-  AZ/PIMA
 CZ0100  USGS QUAD   -  VAIL (1981)
 CZ0100
 CZ0100                         *CURRENT SURVEY CONTROL
 CZ0100  ___________________________________________________________________
 CZ0100* NAD 83(1986)-  32 02 58.     (N)    110 42 52.     (W)     SCALED    
 CZ0100* NAVD 88     -       983.72   (+/-2cm)    3227.4    (feet)  VERTCON   
 CZ0100  ___________________________________________________________________
 CZ0100  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CZ0100
 CZ0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0100
 CZ0100.The horizontal coordinates were scaled from a topographic map and have
 CZ0100.an estimated accuracy of +/- 6 seconds.
 CZ0100
 CZ0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0100.The vertical order pertains to the NGVD 29 superseded value.
 CZ0100
 CZ0100.The geoid height was determined by GEOID03.
 CZ0100
 CZ0100;                    North         East    Units  Estimated Accuracy
 CZ0100;SPC AZ C     -   116,980.      326,890.      MT  (+/- 180 meters Scaled)
 CZ0100
 CZ0100                          SUPERSEDED SURVEY CONTROL
 CZ0100
 CZ0100  NGVD 29 (??/??/92)  982.998  (m)         3225.05   (f) ADJ UNCH    1 2
 CZ0100
 CZ0100.Superseded values are not recommended for survey control.
 CZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0100.See file dsdata.txt to determine how the superseded data were derived.
 CZ0100
 CZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA269459(NAD 83)
 CZ0100_MARKER: DB = BENCH MARK DISK
 CZ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0100_STAMPING: G 317 1952
 CZ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0100+STABILITY: SURFACE MOTION
 CZ0100
 CZ0100  HISTORY     - Date     Condition        Report By
 CZ0100  HISTORY     - 1952     MONUMENTED       CGS
 CZ0100  HISTORY     - 1960     GOOD             NGS
 CZ0100
 CZ0100                          STATION DESCRIPTION
 CZ0100
 CZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0100'0.2 MI NW FROM VAIL.
 CZ0100'0.2 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0100'RAILROAD STATION AT VAIL, DIRECTLY IN LINE WITH A TELEGRAPH LINE, 160
 CZ0100'1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILE POLE 1003, 92
 CZ0100'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.7 FEET SOUTHEAST OF THE
 CZ0100'TELEGRAPH POLE NUMBER 10275, 2.4 FEET NORTHWEST OF THE WITNESS POST,
 CZ0100'AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT AND ABOUT 1 FOOT LOWER
 CZ0100'THAN THE TRACK.
 CZ0100
 CZ0100                          STATION RECOVERY (1960)
 CZ0100
 CZ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0877 ***********************************************************************
 CZ0877  DESIGNATION -  G 318
 CZ0877  PID         -  CZ0877
 CZ0877  STATE/COUNTY-  AZ/PIMA
 CZ0877  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0877
 CZ0877                         *CURRENT SURVEY CONTROL
 CZ0877  ___________________________________________________________________
 CZ0877* NAD 83(1986)-  32 29 40.     (N)    111 48 21.     (W)     SCALED    
 CZ0877* NAVD 88     -       504.77   (+/-2cm)    1656.1    (feet)  VERTCON   
 CZ0877  ___________________________________________________________________
 CZ0877  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ0877
 CZ0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0877
 CZ0877.The horizontal coordinates were scaled from a topographic map and have
 CZ0877.an estimated accuracy of +/- 6 seconds.
 CZ0877
 CZ0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0877.The vertical order pertains to the NGVD 29 superseded value.
 CZ0877
 CZ0877.The geoid height was determined by GEOID03.
 CZ0877
 CZ0877;                    North         East    Units  Estimated Accuracy
 CZ0877;SPC AZ C     -   165,700.      223,780.      MT  (+/- 180 meters Scaled)
 CZ0877
 CZ0877                          SUPERSEDED SURVEY CONTROL
 CZ0877
 CZ0877  NGVD 29 (??/??/92)  504.214  (m)         1654.24   (f) ADJ UNCH    2 0
 CZ0877
 CZ0877.Superseded values are not recommended for survey control.
 CZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0877.See file dsdata.txt to determine how the superseded data were derived.
 CZ0877
 CZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA242955(NAD 83)
 CZ0877_MARKER: DB = BENCH MARK DISK
 CZ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0877_STAMPING: G 318 1952
 CZ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0877+STABILITY: SURFACE MOTION
 CZ0877
 CZ0877  HISTORY     - Date     Condition        Report By
 CZ0877  HISTORY     - 1952     MONUMENTED       CGS
 CZ0877
 CZ0877                          STATION DESCRIPTION
 CZ0877
 CZ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0877'12.15 MI E FROM KOMELIH.
 CZ0877'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0877'THENCE 6.6 MILES EAST ALONG A DIM TRACK ROAD, 0.95 MILE WEST OF A
 CZ0877'NORTH-SOUTH FENCE LINE, ABOUT 10.5 MILES SOUTHEAST OF JACKRABBIT,
 CZ0877'THENCE 0.9 MILE WEST ALONG A TRACK ROAD LEADING TO KOMELIH, ABOUT 80
 CZ0877'YARDS NORTH OF THE NORTH EDGE OF A MESQUITE THICKET, AT A WATER SOAKED
 CZ0877'BOTTOM LAND, 19 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0877'THE ROAD, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ0877'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0055 ***********************************************************************
 DA0055  DESIGNATION -  G 319
 DA0055  PID         -  DA0055
 DA0055  STATE/COUNTY-  AZ/MARICOPA
 DA0055  USGS QUAD   -  JOHNSON WELL (1986)
 DA0055
 DA0055                         *CURRENT SURVEY CONTROL
 DA0055  ___________________________________________________________________
 DA0055* NAD 83(1986)-  32 42 20.     (N)    112 19 01.     (W)     SCALED    
 DA0055* NAVD 88     -       699.20   (+/-2cm)    2294.0    (feet)  VERTCON   
 DA0055  ___________________________________________________________________
 DA0055  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0055
 DA0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0055
 DA0055.The horizontal coordinates were scaled from a topographic map and have
 DA0055.an estimated accuracy of +/- 6 seconds.
 DA0055
 DA0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0055.The vertical order pertains to the NGVD 29 superseded value.
 DA0055
 DA0055.The geoid height was determined by GEOID03.
 DA0055
 DA0055;                    North         East    Units  Estimated Accuracy
 DA0055;SPC AZ C     -   189,170.      175,830.      MT  (+/- 180 meters Scaled)
 DA0055
 DA0055                          SUPERSEDED SURVEY CONTROL
 DA0055
 DA0055  NGVD 29 (??/??/92)  698.504  (m)         2291.68   (f) ADJ UNCH    2 0
 DA0055
 DA0055.Superseded values are not recommended for survey control.
 DA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0055.See file dsdata.txt to determine how the superseded data were derived.
 DA0055
 DA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB765194(NAD 83)
 DA0055_MARKER: DB = BENCH MARK DISK
 DA0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0055_STAMPING: G 319 1952
 DA0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0055+STABILITY: SURFACE MOTION
 DA0055
 DA0055  HISTORY     - Date     Condition        Report By
 DA0055  HISTORY     - 1952     MONUMENTED       CGS
 DA0055  HISTORY     - 1980     GOOD             USGS
 DA0055
 DA0055                          STATION DESCRIPTION
 DA0055
 DA0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0055'2.8 MI SE FROM STOUTS WELL.
 DA0055'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 1.4
 DA0055'MILES SOUTHEAST ALONG A TRACK ROAD ON THE TOP OF A LONG LOW RIDGE, AT
 DA0055'A SLIGHT DOWNGRADE GOING EAST, 22 1/2 FEET NORTH OF THE CENTER LINE OF
 DA0055'THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0055'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 DA0055'HIGHER THAN THE ROAD.
 DA0055
 DA0055                          STATION RECOVERY (1980)
 DA0055
 DA0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0055'THE MARK IS 0.3 MI NE. ALONG A GRADED RAD ROAD FROM JOHNSON WELL,
 DA0055'THENCE 3.2 MI SE. ALONG A GRADED ROAD TO A TRACK ROAD NE., THENCE
 DA0055'0.25 NE. ALONG TRACK ROAD TO THE CREST OF A RIDGE, THENCE 1.0 MI NW.
 DA0055'ALONG TOP OF RIDGE, 0.3 MI SW. OF A SHARP VOLCANIC HILL, ON RIDGE
 DA0055'TOP, 50 FT SE. OF THE SOUTH TIP OF A STRING OF IRONWOOD TREES, 2.4 FT
 DA0055'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0055'0.5 FT, A BRONZE DISK STAMPED "G 319 1953".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0245 ***********************************************************************
 FQ0245  DESIGNATION -  G 32
 FQ0245  PID         -  FQ0245
 FQ0245  STATE/COUNTY-  AZ/COCONINO
 FQ0245  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0245
 FQ0245                         *CURRENT SURVEY CONTROL
 FQ0245  ___________________________________________________________________
 FQ0245* NAD 83(1986)-  35 05 35.     (N)    111 40 43.     (W)     SCALED    
 FQ0245* NAVD 88     -      2057.860  (meters)    6751.50   (feet)  ADJUSTED  
 FQ0245  ___________________________________________________________________
 FQ0245  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0245  DYNAMIC HT  -        2054.941 (meters)    6741.92  (feet)  COMP
 FQ0245  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FQ0245
 FQ0245  VERT ORDER  -  FIRST     CLASS II
 FQ0245
 FQ0245.The horizontal coordinates were scaled from a topographic map and have
 FQ0245.an estimated accuracy of +/- 6 seconds.
 FQ0245
 FQ0245.The orthometric height was determined by differential leveling
 FQ0245.and adjusted by the National Geodetic Survey in June 1991..
 FQ0245
 FQ0245.The geoid height was determined by GEOID03.
 FQ0245
 FQ0245.The dynamic height is computed by dividing the NAVD 88
 FQ0245.geopotential number by the normal gravity value computed on the
 FQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0245.degrees latitude (g = 980.6199 gals.).
 FQ0245
 FQ0245.The modeled gravity was interpolated from observed gravity values.
 FQ0245
 FQ0245;                    North         East    Units  Estimated Accuracy
 FQ0245;SPC AZ C     -   453,920.      235,070.      MT  (+/- 180 meters Scaled)
 FQ0245
 FQ0245                          SUPERSEDED SURVEY CONTROL
 FQ0245
 FQ0245  NGVD 29 (??/??/92) 2056.854  (m)         6748.20   (f) ADJ UNCH    1 2
 FQ0245
 FQ0245.Superseded values are not recommended for survey control.
 FQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0245.See file dsdata.txt to determine how the superseded data were derived.
 FQ0245
 FQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD381835(NAD 83)
 FQ0245_MARKER: DB = BENCH MARK DISK
 FQ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0245_STAMPING: 6748.195 G 32 1933
 FQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0245+STABILITY: SURFACE MOTION
 FQ0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0245+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FQ0245
 FQ0245  HISTORY     - Date     Condition        Report By
 FQ0245  HISTORY     - 1933     MONUMENTED       CGS
 FQ0245  HISTORY     - 1960     GOOD             NGS
 FQ0245  HISTORY     - 20040410 GOOD             USPSQD
 FQ0245  HISTORY     - 20050507 GOOD             USPSQD
 FQ0245  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 FQ0245
 FQ0245                          STATION DESCRIPTION
 FQ0245
 FQ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FQ0245'6.5 MI S FROM FLAGSTAFF.
 FQ0245'FLAGSTAFF, 0.8 MILE WEST ON U.S. HWY. 66 AND 89 FROM SANTA FE RR
 FQ0245'STATION TO JCT. WITH U.S. HWY. 89A. THENCE SOUTH ON U.S. HWY 89A 4.9
 FQ0245'MILES TO A GRAVEL ROAD EAST. THENCE EAST ALONG THE GRAVEL ROAD 3.1
 FQ0245'MILES.  AT ENTRANCE TO MOUNTAINAIRE. 18 FEET SOUTH AND 78 FEET EAST OF
 FQ0245'T-ROAD EAST, 1 FOOT NORTHWEST OF A WITNESS POST, IN A CONCRETE POST
 FQ0245'PROJECTING 4 INCHES, A STANDARD TABLET.  NOTE-- THE MARK IS 20 FEET
 FQ0245'SOUTH OF THE CENTERLINE OF A T-ROAD LEADING EAST TO MOUNTAIN AIRE
 FQ0245'ESTATES.
 FQ0245
 FQ0245                          STATION RECOVERY (2004)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FQ0245'RECOVERED AS DESCRIBED.
 FQ0245
 FQ0245                          STATION RECOVERY (2005)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 FQ0245'RECOVERED AS DESCRIBED.
 FQ0245
 FQ0245                          STATION RECOVERY (2006)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 FQ0245'MARK NOT FOUND.  WE DID FIND A COUNTY MARKER TCP 8 CLOSE TO WHERE THE
 FQ0245'6748.195 G 32 WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0115 ***********************************************************************
 GO0115  DESIGNATION -  G 32
 GO0115  PID         -  GO0115
 GO0115  STATE/COUNTY-  AZ/APACHE
 GO0115  USGS QUAD   -  ROUGH ROCK (1968)
 GO0115
 GO0115                         *CURRENT SURVEY CONTROL
 GO0115  ___________________________________________________________________
 GO0115* NAD 83(1986)-  36 25 40.     (N)    109 49 14.     (W)     SCALED    
 GO0115* NAVD 88     -      1868.130  (meters)    6129.02   (feet)  ADJUSTED  
 GO0115  ___________________________________________________________________
 GO0115  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0115  DYNAMIC HT  -        1865.730 (meters)    6121.15  (feet)  COMP
 GO0115  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 GO0115
 GO0115  VERT ORDER  -  FIRST     CLASS II
 GO0115
 GO0115.The horizontal coordinates were scaled from a topographic map and have
 GO0115.an estimated accuracy of +/- 6 seconds.
 GO0115
 GO0115.The orthometric height was determined by differential leveling
 GO0115.and adjusted by the National Geodetic Survey in June 1991..
 GO0115
 GO0115.The geoid height was determined by GEOID03.
 GO0115
 GO0115.The dynamic height is computed by dividing the NAVD 88
 GO0115.geopotential number by the normal gravity value computed on the
 GO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0115.degrees latitude (g = 980.6199 gals.).
 GO0115
 GO0115.The modeled gravity was interpolated from observed gravity values.
 GO0115
 GO0115;                    North         East    Units  Estimated Accuracy
 GO0115;SPC AZ E     -   602,030.      244,390.      MT  (+/- 180 meters Scaled)
 GO0115
 GO0115                          SUPERSEDED SURVEY CONTROL
 GO0115
 GO0115  NGVD 29 (??/??/92) 1867.157  (m)         6125.83   (f) ADJ UNCH    1 2
 GO0115
 GO0115.Superseded values are not recommended for survey control.
 GO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0115.See file dsdata.txt to determine how the superseded data were derived.
 GO0115
 GO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF057320(NAD 83)
 GO0115_MARKER: DB = BENCH MARK DISK
 GO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0115_STAMPING: 6125.831 G 32 1933
 GO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0115+STABILITY: SURFACE MOTION
 GO0115
 GO0115  HISTORY     - Date     Condition        Report By
 GO0115  HISTORY     - 1933     MONUMENTED       CGS
 GO0115  HISTORY     - 1970     GOOD             USGS
 GO0115
 GO0115                          STATION DESCRIPTION
 GO0115
 GO0115'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GO0115'31.0 MI NW FROM CHIN LEE.
 GO0115'31.0 MILES NORTHWEST ALONG THE ROAD LEADING TO KAYENTA FROM THE POST
 GO0115'OFFICE AT CHIN LEE APPROXIMATELY 31 MILES NORTHWEST OF CHINLE,
 GO0115'ARIZONA.  FROM ROUGH ROCK TRADING POST 2.2 MILES EAST ALONG MAIN ROAD
 GO0115'TO MANY FARMS TO INTERSECTION, THENCE 1.3 MILES NORTHEAST TO
 GO0115'CROSSROAD, 515 FEET SOUTHEAST OF CROSS ROAD, 75 FEET WEST OF BREAK OF
 GO0115'HILL, 39 FEET SOUTH OF OLD ROAD SCAR.  A STANDARD DISK STAMPED
 GO0115'6125.831 G 32 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GO0115'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0568 ***********************************************************************
 DA0568  DESIGNATION -  G 320
 DA0568  PID         -  DA0568
 DA0568  STATE/COUNTY-  AZ/MARICOPA
 DA0568  USGS QUAD   -  THEBA (1973)
 DA0568
 DA0568                         *CURRENT SURVEY CONTROL
 DA0568  ___________________________________________________________________
 DA0568* NAD 83(1986)-  32 54 46.     (N)    112 56 31.     (W)     SCALED    
 DA0568* NAVD 88     -       219.700  (meters)     720.80   (feet)  ADJUSTED  
 DA0568  ___________________________________________________________________
 DA0568  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA0568  DYNAMIC HT  -         219.446 (meters)     719.97  (feet)  COMP
 DA0568  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DA0568
 DA0568  VERT ORDER  -  FIRST     CLASS II
 DA0568
 DA0568.The horizontal coordinates were scaled from a topographic map and have
 DA0568.an estimated accuracy of +/- 6 seconds.
 DA0568
 DA0568.The orthometric height was determined by differential leveling
 DA0568.and adjusted by the National Geodetic Survey in June 1991..
 DA0568
 DA0568.The geoid height was determined by GEOID03.
 DA0568
 DA0568.The dynamic height is computed by dividing the NAVD 88
 DA0568.geopotential number by the normal gravity value computed on the
 DA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0568.degrees latitude (g = 980.6199 gals.).
 DA0568
 DA0568.The modeled gravity was interpolated from observed gravity values.
 DA0568
 DA0568;                    North         East    Units  Estimated Accuracy
 DA0568;SPC AZ C     -   212,550.      117,460.      MT  (+/- 180 meters Scaled)
 DA0568
 DA0568                          SUPERSEDED SURVEY CONTROL
 DA0568
 DA0568.No superseded survey control is available for this station.
 DA0568
 DA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB183432(NAD 83)
 DA0568_MARKER: DB = BENCH MARK DISK
 DA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0568_STAMPING: G 320 1952
 DA0568_MARK LOGO: CGS   
 DA0568_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0568+STABILITY: SURFACE MOTION
 DA0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0568+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0568
 DA0568  HISTORY     - Date     Condition        Report By
 DA0568  HISTORY     - 1952     MONUMENTED       CGS
 DA0568  HISTORY     - 1960     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 20060219 GOOD             USPSQD
 DA0568
 DA0568                          STATION DESCRIPTION
 DA0568
 DA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0568'13.4 MI W FROM GILA BEND.
 DA0568'13.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0568'WATER TANK AT GILA BEND, 218.6 FEET WEST OF A ROAD CROSSING, 108 FEET
 DA0568'SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, 59.2 FEET SOUTH
 DA0568'OF A FENCE, 38.5 FEET NORTH OF THE NORTH RAIL, 2.4 FEET EAST OF A
 DA0568'TELEPHONE POLE, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 DA0568'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DA0568'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0568
 DA0568                          STATION RECOVERY (1960)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0568'RECOVERED IN GOOD CONDITION.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0568'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0568'RAILROAD MILEPOLE 842, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 DA0568'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA0568'NUMBER 8423, 32.9 METERS (108 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0568'FRONTAGE ROAD (OLD U.S. HIGHWAY 80) 1.5 METERS (5.0 FT) SOUTHEAST OF
 DA0568'TRIANGULATION STATION BM G 320.
 DA0568'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 DA0568'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0568'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0568'RAILROAD MILEPOLE 842, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 DA0568'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA0568'NUMBER 8423, 32.9 METERS (108 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0568'FRONTAGE ROAD (OLD U.S. HIGHWAY 80) 1.5 METERS (5.0 FT) SOUTHEAST OF
 DA0568'TRIANGULATION STATION BM G 320.
 DA0568'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 DA0568'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'RECOVERED IN GOOD CONDITION.
 DA0568
 DA0568                          STATION RECOVERY (2006)
 DA0568
 DA0568'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0568'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1171 ***********************************************************************
 DA1171  DESIGNATION -  G 320
 DA1171  PID         -  DA1171
 DA1171  STATE/COUNTY-  AZ/MARICOPA
 DA1171  USGS QUAD   -  THEBA (1973)
 DA1171
 DA1171                         *CURRENT SURVEY CONTROL
 DA1171  ___________________________________________________________________
 DA1171* NAD 83(1992)-  32 54 47.04510(N)    112 56 30.79168(W)     ADJUSTED  
 DA1171* NAVD 88     -       219.699  (meters)     720.80   (feet)  ADJUSTED  
 DA1171  ___________________________________________________________________
 DA1171  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DA1171  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA1171  DYNAMIC HT  -         219.445 (meters)     719.96  (feet)  COMP
 DA1171  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DA1171
 DA1171  HORZ ORDER  -  SECOND
 DA1171  VERT ORDER  -  FIRST     CLASS II
 DA1171
 DA1171.The horizontal coordinates were established by classical geodetic methods
 DA1171.and adjusted by the National Geodetic Survey in August 1993..
 DA1171
 DA1171.The orthometric height was determined by differential leveling
 DA1171.and adjusted by the National Geodetic Survey in June 1991..
 DA1171
 DA1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1171
 DA1171.The geoid height was determined by GEOID03.
 DA1171
 DA1171.The dynamic height is computed by dividing the NAVD 88
 DA1171.geopotential number by the normal gravity value computed on the
 DA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1171.degrees latitude (g = 980.6199 gals.).
 DA1171
 DA1171.The modeled gravity was interpolated from observed gravity values.
 DA1171
 DA1171;                    North         East     Units Scale Factor Converg.
 DA1171;SPC AZ C     -   212,577.653   117,463.534   MT  1.00001335   -0 33 25.6
 DA1171;SPC AZ C     -   697,433.24    385,379.05   iFT  1.00001335   -0 33 25.6
 DA1171;UTM  12      - 3,643,322.240   318,405.011   MT  1.00000662   -1 03 19.6
 DA1171
 DA1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1171!SPC AZ C     -   0.99997044  x   1.00001335  =   0.99998379
 DA1171!UTM  12      -   0.99997044  x   1.00000662  =   0.99997706
 DA1171
 DA1171|---------------------------------------------------------------------|
 DA1171| PID    Reference Object                     Distance      Geod. Az  |
 DA1171|                                                           dddmmss.s |
 DA1171| CH4350 G 320 RM 1                           20.669 METERS 02754     |
 DA1171| DA0569 F 320                                              0810435.6 |
 DA1171| DA0568 G 320                                 1.545 METERS 16807     |
 DA1171|---------------------------------------------------------------------|
 DA1171
 DA1171                          SUPERSEDED SURVEY CONTROL
 DA1171
 DA1171  NAD 83(1986)-  32 54 47.03858(N)    112 56 30.79722(W) AD(       ) 2
 DA1171  NAD 27      -  32 54 46.86100(N)    112 56 28.17100(W) AD(       ) 2
 DA1171  NGVD 29 (07/19/86)  219.12   (m)          718.9    (f) LEVELING    3  
 DA1171
 DA1171.Superseded values are not recommended for survey control.
 DA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1171.See file dsdata.txt to determine how the superseded data were derived.
 DA1171
 DA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1840543322(NAD 83)
 DA1171_MARKER: DS = TRIANGULATION STATION DISK
 DA1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1171_SP_SET: CONCRETE POST
 DA1171_STAMPING: BM G 320 1960
 DA1171_MARK LOGO: CGS   
 DA1171_PROJECTION: PROJECTING 3 CENTIMETERS
 DA1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1171+STABILITY: SURFACE MOTION
 DA1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1171+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1171
 DA1171  HISTORY     - Date     Condition        Report By
 DA1171  HISTORY     - 1960     MONUMENTED       CGS
 DA1171  HISTORY     - 1968     GOOD             AMS
 DA1171  HISTORY     - 1980     GOOD             NGS
 DA1171  HISTORY     - 20060128 GOOD             USPSQD
 DA1171  HISTORY     - 20060128 GOOD             USPSQD
 DA1171
 DA1171                          STATION DESCRIPTION
 DA1171
 DA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1171'THE STATION IS 3.2 MILES WEST OF THE THEBA OVERPASS OR 1 MILE
 DA1171'EAST OF THE PAINTED ROCK OVERPASS.  IT IS OPPOSITE HIGHWAY
 DA1171'MILEPOST 106, 55 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1171'PACIFIC COMPANY RAILROAD, 0.05 MILE WEST OF A PRIVATE CROSSING
 DA1171'OVER THE RAILROAD, 6 FEET NORTHEAST OF A TELEGRAPH POLE AND
 DA1171'2-1/2 FEET NORTH OF A WOODEN WITNESS POST.
 DA1171'
 DA1171'TO REACH THE STATION FROM THE PAINTED ROCK OVERPASS WHICH IS
 DA1171'14 MILES WEST OF GILA BEND, GAIN ACCESS TO THE SOUTH FRONTAGE
 DA1171'ROAD AND PROCEED EAST ALONG THE SOUTH SIDE OF THE FREEWAY
 DA1171'FOR 1 MILE TO THE STATION SITE 12 POLES EAST OF RAILROAD
 DA1171'MILEPOST 842.
 DA1171'
 DA1171'THE STATION MARK, WITH UNDERGROUND MARK, STAMPED B M G 320 1960
 DA1171'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA1171'3 INCHES.
 DA1171'
 DA1171'REFERENCE MARK 1, STAMPED B M G 320 NO 1 1960, IS A STANDARD
 DA1171'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 DA1171'50 FEET SOUTH OF THE CENTER LINE OF THE OLD ALIGNMENT OF THE
 DA1171'HIGHWAY AND 1-1/2 FEET EAST OF A FENCE POST.
 DA1171'
 DA1171'REFERENCE MARK 2, STAMPED G 320 1952, IS A STANDARD BENCH MARK
 DA1171'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 DA1171'50 FEET NORTH OF THE CENTER LINE OF THE TRACKS AND 5 FEET EAST
 DA1171'OF A TELEGRAPH POLE.
 DA1171'
 DA1171'THE AZIMUTH MARK, STAMPED F 320 1952, IS A STANDARD BENCH MARK
 DA1171'DISK SET IN A CYLINDRICAL POST PROJECTING 4 INCHES AND IS
 DA1171'10 POLES EAST OF RAILROAD MILEPOST 843, 0.15 MILE WEST OF HIGHWAY
 DA1171'107, 50 FEET NORTH OF THE CENTER LINE OF THE RAILROAD, 3 FEET
 DA1171'WEST OF A TELEGRAPH POLE AND 3 FEET EAST OF A WOODEN WITNESS
 DA1171'POST.
 DA1171'
 DA1171'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 DA1171'FRONTAGE ROAD FOR 1 MILE TO THE MARK ON THE RIGHT AT THE SITE
 DA1171'DESCRIBED ABOVE.
 DA1171
 DA1171                          STATION RECOVERY (1968)
 DA1171
 DA1171'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA1171'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DA1171
 DA1171                          STATION RECOVERY (1980)
 DA1171
 DA1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1171'21.6 KM (13.4 MI) SW FROM GILA BEND.
 DA1171'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1171'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA1171'RAILROAD MILEPOLE 842, 13.3 METERS (43.5 FT) NORTHWEST OF THE
 DA1171'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA1171'NUMBER 8423, 31.4 METERS (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1171'FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 1.5 METERS (5.0 FT) NORTHWEST OF
 DA1171'BENCH MARK G 320.
 DA1171'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 DA1171'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1171
 DA1171                          STATION RECOVERY (2006)
 DA1171
 DA1171'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1171'RECOVERED AS DESCRIBED.
 DA1171
 DA1171                          STATION RECOVERY (2006)
 DA1171
 DA1171'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0583 ***********************************************************************
 DA0583  DESIGNATION -  G 321
 DA0583  PID         -  DA0583
 DA0583  STATE/COUNTY-  AZ/MARICOPA
 DA0583  USGS QUAD   -  SMURR (1973)
 DA0583
 DA0583                         *CURRENT SURVEY CONTROL
 DA0583  ___________________________________________________________________
 DA0583* NAD 83(1986)-  32 55 07.     (N)    112 48 34.     (W)     SCALED    
 DA0583* NAVD 88     -       227.74   (+/-2cm)     747.2    (feet)  VERTCON   
 DA0583  ___________________________________________________________________
 DA0583  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0583
 DA0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0583
 DA0583.The horizontal coordinates were scaled from a topographic map and have
 DA0583.an estimated accuracy of +/- 6 seconds.
 DA0583
 DA0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0583.The vertical order pertains to the NGVD 29 superseded value.
 DA0583
 DA0583.The geoid height was determined by GEOID03.
 DA0583
 DA0583;                    North         East    Units  Estimated Accuracy
 DA0583;SPC AZ C     -   213,080.      129,860.      MT  (+/- 180 meters Scaled)
 DA0583
 DA0583                          SUPERSEDED SURVEY CONTROL
 DA0583
 DA0583  NGVD 29 (??/??/92)  227.159  (m)          745.27   (f) ADJ UNCH    1 2
 DA0583
 DA0583.Superseded values are not recommended for survey control.
 DA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0583.See file dsdata.txt to determine how the superseded data were derived.
 DA0583
 DA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB308437(NAD 83)
 DA0583_MARKER: DB = BENCH MARK DISK
 DA0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0583_STAMPING: G 321 1952
 DA0583_MARK LOGO: CGS   
 DA0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0583+STABILITY: SURFACE MOTION
 DA0583
 DA0583  HISTORY     - Date     Condition        Report By
 DA0583  HISTORY     - 1952     MONUMENTED       CGS
 DA0583  HISTORY     - 1980     GOOD             NGS
 DA0583  HISTORY     - 1980     GOOD             NGS
 DA0583
 DA0583                          STATION DESCRIPTION
 DA0583
 DA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0583'6.1 MI SW FROM GILA BEND.
 DA0583'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0583'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0583'SOUTHWEST CROSS COUNTRY TO THE GRADED ROAD, THENCE 0.6 MILE SOUTH ON A
 DA0583'GRADED ROAD, MARK EAST OF A ROAD, 39.6 FEET EAST OF THE ROAD, 2.3 FEET
 DA0583'WEST OF A WITNESS POST, 0.6 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 DA0583'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0583
 DA0583                          STATION RECOVERY (1980)
 DA0583
 DA0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0583'RECOVERED IN GOOD CONDITION.
 DA0583
 DA0583                          STATION RECOVERY (1980)
 DA0583
 DA0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0779 ***********************************************************************
 DV0779  DESIGNATION -  G 322
 DV0779  PID         -  DV0779
 DV0779  STATE/COUNTY-  AZ/MARICOPA
 DV0779  USGS QUAD   -  ARLINGTON (1984)
 DV0779
 DV0779                         *CURRENT SURVEY CONTROL
 DV0779  ___________________________________________________________________
 DV0779* NAD 83(1986)-  33 21 51.     (N)    112 45 17.     (W)     SCALED    
 DV0779* NAVD 88     -       278.491  (meters)     913.68   (feet)  ADJUSTED  
 DV0779  ___________________________________________________________________
 DV0779  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0779  DYNAMIC HT  -         278.169 (meters)     912.63  (feet)  COMP
 DV0779  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV0779
 DV0779  VERT ORDER  -  FIRST     CLASS II
 DV0779
 DV0779.The horizontal coordinates were scaled from a topographic map and have
 DV0779.an estimated accuracy of +/- 6 seconds.
 DV0779
 DV0779.The orthometric height was determined by differential leveling
 DV0779.and adjusted by the National Geodetic Survey in June 1991..
 DV0779
 DV0779.The geoid height was determined by GEOID03.
 DV0779
 DV0779.The dynamic height is computed by dividing the NAVD 88
 DV0779.geopotential number by the normal gravity value computed on the
 DV0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0779.degrees latitude (g = 980.6199 gals.).
 DV0779
 DV0779.The modeled gravity was interpolated from observed gravity values.
 DV0779
 DV0779;                    North         East    Units  Estimated Accuracy
 DV0779;SPC AZ C     -   262,450.      135,370.      MT  (+/- 180 meters Scaled)
 DV0779
 DV0779                          SUPERSEDED SURVEY CONTROL
 DV0779
 DV0779.No superseded survey control is available for this station.
 DV0779
 DV0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB367930(NAD 83)
 DV0779_MARKER: DB = BENCH MARK DISK
 DV0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0779_STAMPING: G 322 1952
 DV0779_PROJECTION: FLUSH
 DV0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0779+STABILITY: SURFACE MOTION
 DV0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0779+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0779
 DV0779  HISTORY     - Date     Condition        Report By
 DV0779  HISTORY     - 1952     MONUMENTED       CGS
 DV0779  HISTORY     - 1981     GOOD             NGS
 DV0779  HISTORY     - 20060128 GOOD             USPSQD
 DV0779  HISTORY     - 20060128 POOR             USPSQD
 DV0779
 DV0779                          STATION DESCRIPTION
 DV0779
 DV0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0779'2 MI NW FROM HASSAYAMPA.
 DV0779'2 MILES NORTHWEST ALONG THE OLD SALOME ROAD FROM THE GARAGE AND
 DV0779'SERVICE STATION AT HASSAYAMPA, AT THE NORTHEAST-SOUTHWEST RUNWAY OF
 DV0779'THE LUKE AF NO. 7 AIRPORT, AT A POINT WHERE THE OLD ROAD CROSSES THE
 DV0779'RUNWAY, 32.6 FEET SOUTHEAST OF A POINT WHERE THE ROAD STARTS ACROSS
 DV0779'THE NORTHEAST-SOUTHWEST RUNWAY, 21.9 FEET SOUTHWEST OF THE OLD ROAD,
 DV0779'1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DV0779'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DV0779'GROUND.
 DV0779
 DV0779                          STATION RECOVERY (1981)
 DV0779
 DV0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0779'2.1 KM (1.9 MI) NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV0779'CHEVRON SERVICE STATION AT HASSAYAMPA, THENCE 0.5 KM (0.3 MI)
 DV0779'SOUTHWEST ALONG WARD ROAD, AT THE JUNCTION OF AN ABANDONED ROAD
 DV0779'LEADING SOUTHEAST, 16.8 METERS (56 FT) SOUTHEAST OF THE CENTERLINE
 DV0779'OF WARD ROAD, 6.7 METERS (22 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV0779'ABANDONED ROAD.
 DV0779'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DV0779'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV0779
 DV0779                          STATION RECOVERY (2006)
 DV0779
 DV0779'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0779'RECOVERED AS DESCRIBED.
 DV0779
 DV0779                          STATION RECOVERY (2006)
 DV0779
 DV0779'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0779'WITNESS POST FOUND. NO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1091 ***********************************************************************
 DA1091  DESIGNATION -  G 323
 DA1091  PID         -  DA1091
 DA1091  STATE/COUNTY-  AZ/YUMA
 DA1091  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1091
 DA1091                         *CURRENT SURVEY CONTROL
 DA1091  ___________________________________________________________________
 DA1091* NAD 83(1986)-  32 44 19.     (N)    113 37 35.     (W)     SCALED    
 DA1091* NAVD 88     -       110.70   (+/-2cm)     363.2    (feet)  VERTCON   
 DA1091  ___________________________________________________________________
 DA1091  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1091
 DA1091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1091
 DA1091.The horizontal coordinates were scaled from a topographic map and have
 DA1091.an estimated accuracy of +/- 6 seconds.
 DA1091
 DA1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1091.The vertical order pertains to the NGVD 29 superseded value.
 DA1091
 DA1091.The geoid height was determined by GEOID03.
 DA1091
 DA1091;                    North         East    Units  Estimated Accuracy
 DA1091;SPC AZ W     -   192,780.      224,950.      MT  (+/- 180 meters Scaled)
 DA1091
 DA1091                          SUPERSEDED SURVEY CONTROL
 DA1091
 DA1091  NGVD 29 (??/??/92)  110.086  (m)          361.17   (f) ADJ UNCH    1 2
 DA1091
 DA1091.Superseded values are not recommended for survey control.
 DA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1091.See file dsdata.txt to determine how the superseded data were derived.
 DA1091
 DA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB538253(NAD 83)
 DA1091_MARKER: DB = BENCH MARK DISK
 DA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1091_STAMPING: G 323 1952
 DA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1091+STABILITY: SURFACE MOTION
 DA1091
 DA1091  HISTORY     - Date     Condition        Report By
 DA1091  HISTORY     - 1952     MONUMENTED       CGS
 DA1091
 DA1091                          STATION DESCRIPTION
 DA1091
 DA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1091'8.8 MI NE FROM MOHAWK.
 DA1091'7.4 MILES NORTHEAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1091'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, THENCE 1.4 MILES SOUTHEAST
 DA1091'ALONG A GRAVEL ROAD, AT THE ENTRANCE TO THE STOVAL AIRFIELD, 12 FEET
 DA1091'WEST OF THE NORTHWEST CORNER OF THE NORTH-SOUTH RUNWAY, 1.8 FEET SOUTH
 DA1091'OF A WITNESS POST, LEVEL WITH THE GROUND, AND SET IN THE TOP OF A
 DA1091'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0433 ***********************************************************************
 CY0433  DESIGNATION -  G 324
 CY0433  PID         -  CY0433
 CY0433  STATE/COUNTY-  AZ/COCHISE
 CY0433  USGS QUAD   -  RAILROAD PASS (1979)
 CY0433
 CY0433                         *CURRENT SURVEY CONTROL
 CY0433  ___________________________________________________________________
 CY0433* NAD 83(1986)-  32 21 17.     (N)    109 37 36.     (W)     SCALED    
 CY0433* NAVD 88     -      1230.91   (+/-2cm)    4038.4    (feet)  VERTCON   
 CY0433  ___________________________________________________________________
 CY0433  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0433
 CY0433  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0433
 CY0433.The horizontal coordinates were scaled from a topographic map and have
 CY0433.an estimated accuracy of +/- 6 seconds.
 CY0433
 CY0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0433.The vertical order pertains to the NGVD 29 superseded value.
 CY0433
 CY0433.The geoid height was determined by GEOID03.
 CY0433
 CY0433;                    North         East    Units  Estimated Accuracy
 CY0433;SPC AZ E     -   150,330.      264,180.      MT  (+/- 180 meters Scaled)
 CY0433
 CY0433                          SUPERSEDED SURVEY CONTROL
 CY0433
 CY0433  NGVD 29 (??/??/92) 1230.095  (m)         4035.74   (f) ADJ UNCH    1 2
 CY0433
 CY0433.Superseded values are not recommended for survey control.
 CY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0433.See file dsdata.txt to determine how the superseded data were derived.
 CY0433
 CY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA292805(NAD 83)
 CY0433_MARKER: DB = BENCH MARK DISK
 CY0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0433_SP_SET: ABUTMENT
 CY0433_STAMPING: G 324 1952
 CY0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0433
 CY0433  HISTORY     - Date     Condition        Report By
 CY0433  HISTORY     - 1952     MONUMENTED       CGS
 CY0433  HISTORY     - 1974     GOOD             USGS
 CY0433
 CY0433                          STATION DESCRIPTION
 CY0433
 CY0433'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0433'8.4 MI W FROM BOWIE.
 CY0433'BOWIE 8.4 MI WEST OF STATION AT, ALONG THE SOUTHERN PACIFIC COMPANY
 CY0433'RAILROAD TO BRIDGE NO. 108998, 47 FT. EAST OF THE EAST CONCRETE BRIDGE
 CY0433'ABUTMENT, 42 FT. SOUTH OF MILE POST 1090, 65 FT. NORTH OF THE NORTH
 CY0433'RAIL, IN THE TOP OF A OLD CONCRETE ABUTMENT BURRIED IN THE BALLAST. A
 CY0433'STANDARD USC AND GS TABLET STAMPED G 324 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0362 ***********************************************************************
 CY0362  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0362  DESIGNATION -  G 325
 CY0362  PID         -  CY0362
 CY0362  STATE/COUNTY-  AZ/COCHISE
 CY0362  USGS QUAD   -  COCHISE (1985)
 CY0362
 CY0362                         *CURRENT SURVEY CONTROL
 CY0362  ___________________________________________________________________
 CY0362* NAD 83(1992)-  32 04 37.96713(N)    109 56 56.69512(W)     ADJUSTED  
 CY0362* NAVD 88     -      1317.82   (meters)    4323.5    (feet)  GPS OBS   
 CY0362  ___________________________________________________________________
 CY0362  X           -  -1,846,018.427 (meters)                     COMP
 CY0362  Y           -  -5,085,952.585 (meters)                     COMP
 CY0362  Z           -   3,368,374.716 (meters)                     COMP
 CY0362  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CY0362  ELLIP HEIGHT-        1290.59  (meters)          (08/22/05) GPS OBS
 CY0362  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0362
 CY0362  HORZ ORDER  -  B
 CY0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0362  ELLP ORDER  -  FOURTH    CLASS II
 CY0362
 CY0362.The horizontal coordinates were established by GPS observations
 CY0362.and adjusted by the National Geodetic Survey in August 2005..
 CY0362
 CY0362.The orthometric height was determined by GPS observations and a
 CY0362.high-resolution geoid model using precise GPS observation and
 CY0362.processing techniques.
 CY0362.The vertical order pertains to the NGVD 29 superseded value.
 CY0362
 CY0362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0362
 CY0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0362
 CY0362.The ellipsoidal height was determined by GPS observations
 CY0362.and is referenced to NAD 83.
 CY0362
 CY0362.The geoid height was determined by GEOID03.
 CY0362
 CY0362;                    North         East     Units Scale Factor Converg.
 CY0362;SPC AZ E     -   119,448.845   233,900.980   MT  0.99990520   +0 06 56.0
 CY0362;SPC AZ E     -   391,892.54    767,391.67   iFT  0.99990520   +0 06 56.0
 CY0362;UTM  12      - 3,549,477.329   599,183.991   MT  0.99972132   +0 33 29.3
 CY0362
 CY0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0362!SPC AZ E     -   0.99979740  x   0.99990520  =   0.99970262
 CY0362!UTM  12      -   0.99979740  x   0.99972132  =   0.99951877
 CY0362
 CY0362                          SUPERSEDED SURVEY CONTROL
 CY0362
 CY0362  NGVD 29 (??/??/92) 1317.026  (m)         4320.94   (f) ADJ UNCH    1 2
 CY0362
 CY0362.Superseded values are not recommended for survey control.
 CY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0362.See file dsdata.txt to determine how the superseded data were derived.
 CY0362
 CY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9918449477(NAD 83)
 CY0362_MARKER: DB = BENCH MARK DISK
 CY0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0362_STAMPING: G 325 1952
 CY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0362+STABILITY: SURFACE MOTION
 CY0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0362+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CY0362
 CY0362  HISTORY     - Date     Condition        Report By
 CY0362  HISTORY     - 1952     MONUMENTED       CGS
 CY0362  HISTORY     - 20060321 GOOD             NGS
 CY0362
 CY0362                          STATION DESCRIPTION
 CY0362
 CY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0362'3.05 MI SW FROM COCHISE.
 CY0362'3.05 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0362'THE STATION AT COCHISE, 0.15 MILE SOUTHWEST OF MILEPOLE NUMBER 1061,
 CY0362'AT A SHALLOW CUT, 101.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 36.0
 CY0362'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.6 FEET SOUTHEAST OF A
 CY0362'FENCE, 9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1.0 FOOT HIGHER THAN
 CY0362'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CY0362'ABOVE THE GROUND.
 CY0362
 CY0362                          STATION RECOVERY (2006)
 CY0362
 CY0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0362'COCHISE RR STATION IS GONE, BUT LOCATION IS DETERMINABLE.  SPRR IS NOW
 CY0362'UNION PACIFIC RR.  TRACKS ARE NOW HIGHER THAN MARK.  MARK IS 0.7 M
 CY0362'WEST OF COUNTY WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0037 ***********************************************************************
 CG0037  DESIGNATION -  G 326
 CG0037  PID         -  CG0037
 CG0037  STATE/COUNTY-  AZ/COCHISE
 CG0037  USGS QUAD   -  SAINT DAVID (1973)
 CG0037
 CG0037                         *CURRENT SURVEY CONTROL
 CG0037  ___________________________________________________________________
 CG0037* NAD 83(1986)-  31 58 38.     (N)    110 10 06.     (W)     SCALED    
 CG0037* NAVD 88     -      1273.33   (+/-2cm)    4177.6    (feet)  VERTCON   
 CG0037  ___________________________________________________________________
 CG0037  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0037
 CG0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0037
 CG0037.The horizontal coordinates were scaled from a topographic map and have
 CG0037.an estimated accuracy of +/- 6 seconds.
 CG0037
 CG0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0037.The vertical order pertains to the NGVD 29 superseded value.
 CG0037
 CG0037.The geoid height was determined by GEOID03.
 CG0037
 CG0037;                    North         East    Units  Estimated Accuracy
 CG0037;SPC AZ E     -   108,340.      213,200.      MT  (+/- 180 meters Scaled)
 CG0037
 CG0037                          SUPERSEDED SURVEY CONTROL
 CG0037
 CG0037  NGVD 29 (??/??/92) 1272.478  (m)         4174.79   (f) ADJ UNCH    1 2
 CG0037
 CG0037.Superseded values are not recommended for survey control.
 CG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0037.See file dsdata.txt to determine how the superseded data were derived.
 CG0037
 CG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA785382(NAD 83)
 CG0037_MARKER: DB = BENCH MARK DISK
 CG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0037_STAMPING: G 326 1952
 CG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0037+STABILITY: SURFACE MOTION
 CG0037
 CG0037  HISTORY     - Date     Condition        Report By
 CG0037  HISTORY     - 1952     MONUMENTED       CGS
 CG0037
 CG0037                          STATION DESCRIPTION
 CG0037
 CG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0037'11.3 MI E FROM BENSON.
 CG0037'11.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0037'STATION AT BENSON, 0.15 MILE NORTH OF THE SIGN TULLY AT TULLY SIDING,
 CG0037'80.3 FEET WEST OF THE WEST MOST RAIL OF TWO TRACKS, 61.0 FEET
 CG0037'NORTHWEST OF MILEPOST 1044, 3.3 FEET EAST OF THE WEST RIGHT-OF-WAY
 CG0037'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 CG0037'MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0037'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0414 ***********************************************************************
 DT0414  DESIGNATION -  G 327
 DT0414  PID         -  DT0414
 DT0414  STATE/COUNTY-  AZ/GRAHAM
 DT0414  USGS QUAD   -  GILA PEAK (1989)
 DT0414
 DT0414                         *CURRENT SURVEY CONTROL
 DT0414  ___________________________________________________________________
 DT0414* NAD 83(1986)-  33 13 46.     (N)    109 55 32.     (W)     SCALED    
 DT0414* NAVD 88     -      1591.906  (meters)    5222.78   (feet)  ADJUSTED  
 DT0414  ___________________________________________________________________
 DT0414  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DT0414  DYNAMIC HT  -        1589.537 (meters)    5215.01  (feet)  COMP
 DT0414  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 DT0414
 DT0414  VERT ORDER  -  SECOND    CLASS 0
 DT0414
 DT0414.The horizontal coordinates were scaled from a topographic map and have
 DT0414.an estimated accuracy of +/- 6 seconds.
 DT0414
 DT0414.The orthometric height was determined by differential leveling
 DT0414.and adjusted by the National Geodetic Survey in June 1991..
 DT0414
 DT0414.The geoid height was determined by GEOID03.
 DT0414
 DT0414.The dynamic height is computed by dividing the NAVD 88
 DT0414.geopotential number by the normal gravity value computed on the
 DT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0414.degrees latitude (g = 980.6199 gals.).
 DT0414
 DT0414.The modeled gravity was interpolated from observed gravity values.
 DT0414
 DT0414;                    North         East    Units  Estimated Accuracy
 DT0414;SPC AZ E     -   247,220.      235,830.      MT  (+/- 180 meters Scaled)
 DT0414
 DT0414                          SUPERSEDED SURVEY CONTROL
 DT0414
 DT0414  NGVD 29 (??/??/92) 1591.146  (m)         5220.28   (f) ADJ UNCH    2 0
 DT0414
 DT0414.Superseded values are not recommended for survey control.
 DT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0414.See file dsdata.txt to determine how the superseded data were derived.
 DT0414
 DT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB001772(NAD 83)
 DT0414_MARKER: DB = BENCH MARK DISK
 DT0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0414_STAMPING: G 327 1952
 DT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0414+STABILITY: SURFACE MOTION
 DT0414
 DT0414  HISTORY     - Date     Condition        Report By
 DT0414  HISTORY     - 1952     MONUMENTED       CGS
 DT0414  HISTORY     - 19870512 MARK NOT FOUND   USGS
 DT0414
 DT0414                          STATION DESCRIPTION
 DT0414
 DT0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0414'6.9 MI SW FROM ARSENIC TUBS RANCH HDQRS.
 DT0414'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0414'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0414'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 1.0 MILE
 DT0414'NORTHWEST ALONG A TRACK ROAD, ABOUT 0.9 MILE SOUTHEAST OF NINE MILE
 DT0414'TANK AT A POINT WHERE THE ROAD CROSSES A SMALL WASH, 35 FEET SOUTHEAST
 DT0414'OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH OF A WITNESS POST,
 DT0414'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DT0414'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DT0414
 DT0414                          STATION RECOVERY (1987)
 DT0414
 DT0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (NKP)
 DT0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0390 ***********************************************************************
 ES0390  DESIGNATION -  G 329
 ES0390  PID         -  ES0390
 ES0390  STATE/COUNTY-  AZ/YAVAPAI
 ES0390  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0390
 ES0390                         *CURRENT SURVEY CONTROL
 ES0390  ___________________________________________________________________
 ES0390* NAD 83(1986)-  34 21 59.     (N)    111 40 14.     (W)     SCALED    
 ES0390* NAVD 88     -      1176.19   (+/-2cm)    3858.9    (feet)  VERTCON   
 ES0390  ___________________________________________________________________
 ES0390  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES0390
 ES0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0390
 ES0390.The horizontal coordinates were scaled from a topographic map and have
 ES0390.an estimated accuracy of +/- 6 seconds.
 ES0390
 ES0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0390.The vertical order pertains to the NGVD 29 superseded value.
 ES0390
 ES0390.The geoid height was determined by GEOID03.
 ES0390
 ES0390;                    North         East    Units  Estimated Accuracy
 ES0390;SPC AZ C     -   373,320.      236,000.      MT  (+/- 180 meters Scaled)
 ES0390
 ES0390                          SUPERSEDED SURVEY CONTROL
 ES0390
 ES0390  NGVD 29 (??/??/92) 1175.471  (m)         3856.52   (f) ADJ UNCH    2 0
 ES0390
 ES0390.Superseded values are not recommended for survey control.
 ES0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0390.See file dsdata.txt to determine how the superseded data were derived.
 ES0390
 ES0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD383029(NAD 83)
 ES0390_MARKER: DB = BENCH MARK DISK
 ES0390_SETTING: 66 = SET IN ROCK OUTCROP
 ES0390_SP_SET: ROCK OUTCROP
 ES0390_STAMPING: G 329 1952
 ES0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0390+STABILITY: POSITION/ELEVATION WELL
 ES0390
 ES0390  HISTORY     - Date     Condition        Report By
 ES0390  HISTORY     - 1952     MONUMENTED       CGS
 ES0390
 ES0390                          STATION DESCRIPTION
 ES0390
 ES0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0390'4.5 MI NE FROM VERDE HOT SPRINGS.
 ES0390'4.5 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0390'HOTEL, ON A SMALL ROCKY POINT, IN THE TOP OF A 8-FOOT BY 10-FOOT BLACK
 ES0390'ROCK OUTCROP PROJECTING 5 FEET ABOVE THE GROUND, 0.2 MILE SOUTH OF A
 ES0390'WOODEN GATE TO A PASTURE, 32 FEET EAST OF THE CENTER LINE AND ABOUT 3
 ES0390'FEET LOWER THAN THE ROAD, AND 14 FEET EAST OF A JUNIPER TREE ON THE
 ES0390'EAST BANK OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0139 ***********************************************************************
 GO0139  DESIGNATION -  G 33
 GO0139  PID         -  GO0139
 GO0139  STATE/COUNTY-  AZ/APACHE
 GO0139  USGS QUAD   -  TOH DE NIIHE (1972)
 GO0139
 GO0139                         *CURRENT SURVEY CONTROL
 GO0139  ___________________________________________________________________
 GO0139* NAD 83(1986)-  36 06 42.     (N)    109 38 15.     (W)     SCALED    
 GO0139* NAVD 88     -      1703.018  (meters)    5587.32   (feet)  ADJUSTED  
 GO0139  ___________________________________________________________________
 GO0139  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0139  DYNAMIC HT  -        1700.854 (meters)    5580.22  (feet)  COMP
 GO0139  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 GO0139
 GO0139  VERT ORDER  -  FIRST     CLASS II
 GO0139
 GO0139.The horizontal coordinates were scaled from a topographic map and have
 GO0139.an estimated accuracy of +/- 6 seconds.
 GO0139
 GO0139.The orthometric height was determined by differential leveling
 GO0139.and adjusted by the National Geodetic Survey in June 1991..
 GO0139
 GO0139.The geoid height was determined by GEOID03.
 GO0139
 GO0139.The dynamic height is computed by dividing the NAVD 88
 GO0139.geopotential number by the normal gravity value computed on the
 GO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0139.degrees latitude (g = 980.6199 gals.).
 GO0139
 GO0139.The modeled gravity was interpolated from observed gravity values.
 GO0139
 GO0139;                    North         East    Units  Estimated Accuracy
 GO0139;SPC AZ E     -   567,030.      261,000.      MT  (+/- 180 meters Scaled)
 GO0139
 GO0139                          SUPERSEDED SURVEY CONTROL
 GO0139
 GO0139  NGVD 29 (??/??/92) 1702.127  (m)         5584.40   (f) ADJ UNCH    1 2
 GO0139
 GO0139.Superseded values are not recommended for survey control.
 GO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0139.See file dsdata.txt to determine how the superseded data were derived.
 GO0139
 GO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE226971(NAD 83)
 GO0139_MARKER: DB = BENCH MARK DISK
 GO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0139_STAMPING: G 33 1933
 GO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0139+STABILITY: SURFACE MOTION
 GO0139
 GO0139  HISTORY     - Date     Condition        Report By
 GO0139  HISTORY     - 1933     MONUMENTED       CGS
 GO0139  HISTORY     - 1972     GOOD             USGS
 GO0139
 GO0139                          STATION DESCRIPTION
 GO0139
 GO0139'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GO0139'6.3 MI SW FROM CHIN LEE.
 GO0139'6.3 MILES SOUTHWEST FROM THE POST OFFICE ALONG THE CHIN LEE-GANADO
 GO0139'ROAD, 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL,
 GO0139'.27 MILES NORTH-NORTHWEST OF A 7 PERCENT GRADE ON HIGHWAY 63, .1 MILE
 GO0139'SOUTHWEST OF A BRIDGE OVER COTTONWOOD WASH, .7 MILE WEST OF HIGHWAY
 GO0139'63, ABOUT .04 MILE SOUTH OF COTTONWOOD WASH, A STANDARD DISK SET IN
 GO0139'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0319 ***********************************************************************
 CY0319  DESIGNATION -  G 330
 CY0319  PID         -  CY0319
 CY0319  STATE/COUNTY-  AZ/COCHISE
 CY0319  USGS QUAD   -  VANAR (1987)
 CY0319
 CY0319                         *CURRENT SURVEY CONTROL
 CY0319  ___________________________________________________________________
 CY0319* NAD 83(1986)-  32 13 57.     (N)    109 03 54.     (W)     SCALED    
 CY0319* NAVD 88     -      1228.481  (meters)    4030.44   (feet)  ADJUSTED  
 CY0319  ___________________________________________________________________
 CY0319  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CY0319  DYNAMIC HT  -        1226.655 (meters)    4024.45  (feet)  COMP
 CY0319  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CY0319
 CY0319  VERT ORDER  -  FIRST     CLASS II
 CY0319
 CY0319.The horizontal coordinates were scaled from a topographic map and have
 CY0319.an estimated accuracy of +/- 6 seconds.
 CY0319
 CY0319.The orthometric height was determined by differential leveling
 CY0319.and adjusted by the National Geodetic Survey in June 1991..
 CY0319
 CY0319.The geoid height was determined by GEOID03.
 CY0319
 CY0319.The dynamic height is computed by dividing the NAVD 88
 CY0319.geopotential number by the normal gravity value computed on the
 CY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0319.degrees latitude (g = 980.6199 gals.).
 CY0319
 CY0319.The modeled gravity was interpolated from observed gravity values.
 CY0319
 CY0319;                    North         East    Units  Estimated Accuracy
 CY0319;SPC AZ E     -   137,180.      317,190.      MT  (+/- 180 meters Scaled)
 CY0319
 CY0319                          SUPERSEDED SURVEY CONTROL
 CY0319
 CY0319  NGVD 29 (??/??/92) 1227.726  (m)         4027.96   (f) ADJ UNCH    1 2
 CY0319
 CY0319.Superseded values are not recommended for survey control.
 CY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0319.See file dsdata.txt to determine how the superseded data were derived.
 CY0319
 CY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA823678(NAD 83)
 CY0319_MARKER: DB = BENCH MARK DISK
 CY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0319_STAMPING: G 330 1952
 CY0319_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0319+STABILITY: SURFACE MOTION
 CY0319
 CY0319  HISTORY     - Date     Condition        Report By
 CY0319  HISTORY     - 1952     MONUMENTED       CGS
 CY0319  HISTORY     - 1960     GOOD             NGS
 CY0319  HISTORY     - 1979     GOOD             NGS
 CY0319
 CY0319                          STATION DESCRIPTION
 CY0319
 CY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0319'9.9 MI E FROM SAN SIMON.
 CY0319'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0319'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0319'HIGHWAY 86, THENCE 3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 CY0319'2 1/2 POLES EAST OF MILEPOST 1124, 44.7 FEET SOUTH OF THE SOUTH RAIL,
 CY0319'8 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST,
 CY0319'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CY0319'GROUND, 1.1 MILES WEST OF BENCH MARK CAVOT 1935.
 CY0319
 CY0319                          STATION RECOVERY (1960)
 CY0319
 CY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0319'RECOVERED IN GOOD CONDITION.
 CY0319
 CY0319                          STATION RECOVERY (1979)
 CY0319
 CY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0319'15.9 KILOMETERS (9.9 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0319'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0319'0.1 KILOMETER (0.05 MILE) NORTHWEST OF CULVERT 1124.14,
 CY0319'130 METERS (426.5 FEET) SOUTHEAST OF AND ACROSS THE TRACKS
 CY0319'FROM MILE POLE 1124, 13.65 METERS (44.8 FEET) SOUTHWEST OF THE
 CY0319'SOUTHWEST RAIL, 64.0 METERS (209.3 FEET) NORTHEAST OF THE
 CY0319'CENTERLINE OF THE WEST BOUND LANES OF I-10,
 CY0319'32.4 METERS (106.3 FEET) NORTHEAST OF THE NORTHEAST HIGHWAY
 CY0319'RIGHT-OF-WAY FENCE, 2.4 METERS (7.9 FEET) SOUTH OF THE SECOND
 CY0319'TELEPHONE POLE NORTHWEST OF RAILROAD CULVERT 1124.14,
 CY0319'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CY0319'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0307 ***********************************************************************
 CY0307  DESIGNATION -  G 331
 CY0307  PID         -  CY0307
 CY0307  STATE/COUNTY-  AZ/COCHISE
 CY0307  USGS QUAD   -  SAN SIMON (1987)
 CY0307
 CY0307                         *CURRENT SURVEY CONTROL
 CY0307  ___________________________________________________________________
 CY0307* NAD 83(1986)-  32 17 04.     (N)    109 14 15.     (W)     SCALED    
 CY0307* NAVD 88     -      1096.55   (+/-2cm)    3597.6    (feet)  VERTCON   
 CY0307  ___________________________________________________________________
 CY0307  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0307
 CY0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0307
 CY0307.The horizontal coordinates were scaled from a topographic map and have
 CY0307.an estimated accuracy of +/- 6 seconds.
 CY0307
 CY0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0307.The vertical order pertains to the NGVD 29 superseded value.
 CY0307
 CY0307.The geoid height was determined by GEOID03.
 CY0307
 CY0307;                    North         East    Units  Estimated Accuracy
 CY0307;SPC AZ E     -   142,790.      300,880.      MT  (+/- 180 meters Scaled)
 CY0307
 CY0307                          SUPERSEDED SURVEY CONTROL
 CY0307
 CY0307  NGVD 29 (??/??/92) 1095.913  (m)         3595.51   (f) ADJ UNCH    1 2
 CY0307
 CY0307.Superseded values are not recommended for survey control.
 CY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0307.See file dsdata.txt to determine how the superseded data were derived.
 CY0307
 CY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA659733(NAD 83)
 CY0307_MARKER: DB = BENCH MARK DISK
 CY0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0307_STAMPING: G 331 1953
 CY0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0307+STABILITY: SURFACE MOTION
 CY0307
 CY0307  HISTORY     - Date     Condition        Report By
 CY0307  HISTORY     - 1953     MONUMENTED       CGS
 CY0307
 CY0307                          STATION DESCRIPTION
 CY0307
 CY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0307'1.3 MI NW FROM SAN SIMON.
 CY0307'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 CY0307'STATION AT SAN SIMON, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 CY0307'THENCE 0.8 MILE NORTHWEST ALONG A DIRT ROAD, 125 FEET NORTHWEST OF THE
 CY0307'CENTER OF THE NORTHWEST END OF THE NORTHWEST AND SOUTHEAST RUNWAY OF
 CY0307'THE SAN SIMON AIRPORT, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN
 CY0307'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0541 ***********************************************************************
 DA0541  DESIGNATION -  G 332
 DA0541  PID         -  DA0541
 DA0541  STATE/COUNTY-  AZ/MARICOPA
 DA0541  USGS QUAD   -  DEADMAN GAP (1986)
 DA0541
 DA0541                         *CURRENT SURVEY CONTROL
 DA0541  ___________________________________________________________________
 DA0541* NAD 83(1986)-  32 34 51.     (N)    112 51 49.     (W)     SCALED    
 DA0541* NAVD 88     -       360.46   (+/-2cm)    1182.6    (feet)  VERTCON   
 DA0541  ___________________________________________________________________
 DA0541  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0541
 DA0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0541
 DA0541.The horizontal coordinates were scaled from a topographic map and have
 DA0541.an estimated accuracy of +/- 6 seconds.
 DA0541
 DA0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0541.The vertical order pertains to the NGVD 29 superseded value.
 DA0541
 DA0541.The geoid height was determined by GEOID03.
 DA0541
 DA0541;                    North         East    Units  Estimated Accuracy
 DA0541;SPC AZ C     -   175,670.      124,460.      MT  (+/- 180 meters Scaled)
 DA0541
 DA0541                          SUPERSEDED SURVEY CONTROL
 DA0541
 DA0541  NGVD 29 (??/??/92)  359.811  (m)         1180.48   (f) ADJ UNCH    1 2
 DA0541
 DA0541.Superseded values are not recommended for survey control.
 DA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0541.See file dsdata.txt to determine how the superseded data were derived.
 DA0541
 DA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB250063(NAD 83)
 DA0541_MARKER: DB = BENCH MARK DISK
 DA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0541_STAMPING: G 332 1953
 DA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0541+STABILITY: SURFACE MOTION
 DA0541
 DA0541  HISTORY     - Date     Condition        Report By
 DA0541  HISTORY     - 1953     MONUMENTED       CGS
 DA0541
 DA0541                          STATION DESCRIPTION
 DA0541
 DA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0541'17.0 MI N FROM AJO.
 DA0541'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0541'FROM THE STATION AT AJO, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 DA0541'0.6 MILE EAST OF STATE HIGHWAY 85, 38 FEET NORTHEAST OF THE CENTER
 DA0541'LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT
 DA0541'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0541'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0338 ***********************************************************************
 DA0338  DESIGNATION -  G 333
 DA0338  PID         -  DA0338
 DA0338  STATE/COUNTY-  AZ/PIMA
 DA0338  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0338
 DA0338                         *CURRENT SURVEY CONTROL
 DA0338  ___________________________________________________________________
 DA0338* NAD 83(1986)-  32 16 06.     (N)    112 44 22.     (W)     SCALED    
 DA0338* NAVD 88     -       544.574  (meters)    1786.66   (feet)  ADJUSTED  
 DA0338  ___________________________________________________________________
 DA0338  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA0338  DYNAMIC HT  -         543.869 (meters)    1784.34  (feet)  COMP
 DA0338  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 DA0338
 DA0338  VERT ORDER  -  FIRST     CLASS II
 DA0338
 DA0338.The horizontal coordinates were scaled from a topographic map and have
 DA0338.an estimated accuracy of +/- 6 seconds.
 DA0338
 DA0338.The orthometric height was determined by differential leveling
 DA0338.and adjusted by the National Geodetic Survey in June 1991..
 DA0338
 DA0338.The geoid height was determined by GEOID03.
 DA0338
 DA0338.The dynamic height is computed by dividing the NAVD 88
 DA0338.geopotential number by the normal gravity value computed on the
 DA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0338.degrees latitude (g = 980.6199 gals.).
 DA0338
 DA0338.The modeled gravity was interpolated from observed gravity values.
 DA0338
 DA0338;                    North         East    Units  Estimated Accuracy
 DA0338;SPC AZ C     -   140,920.      135,850.      MT  (+/- 180 meters Scaled)
 DA0338
 DA0338                          SUPERSEDED SURVEY CONTROL
 DA0338
 DA0338  NGVD 29 (??/??/92)  543.844  (m)         1784.26   (f) ADJ UNCH    1 2
 DA0338
 DA0338.Superseded values are not recommended for survey control.
 DA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0338.See file dsdata.txt to determine how the superseded data were derived.
 DA0338
 DA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA361715(NAD 83)
 DA0338_MARKER: DB = BENCH MARK DISK
 DA0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0338_SP_SET: CULVERT
 DA0338_STAMPING: G 333 1953
 DA0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0338
 DA0338  HISTORY     - Date     Condition        Report By
 DA0338  HISTORY     - 1953     MONUMENTED       CGS
 DA0338  HISTORY     - 1981     GOOD             NGS
 DA0338  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 DA0338  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA0338
 DA0338                          STATION DESCRIPTION
 DA0338
 DA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0338'10.9 MI SE FROM AJO.
 DA0338'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0338'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0338'HIGHWAY 86, AT THE Y JUNCTION OF THE SONOYTA-AJO HIGHWAY, AT AN
 DA0338'18-INCH CONCRETE PIPE CULVERT UNDER THE SONOYTA-AJO HIGHWAY, IN THE
 DA0338'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 43 FEET
 DA0338'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, 19.7 FEET EAST OF
 DA0338'THE CENTER LINE OF THE SONOYTA-AJO HIGHWAY, AND ABOUT LEVEL WITH THE
 DA0338'SONOYTA-AJO HIGHWAY.
 DA0338
 DA0338                          STATION RECOVERY (1981)
 DA0338
 DA0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0338'RECOVERED IN GOOD CONDITION.
 DA0338
 DA0338                          STATION RECOVERY (1997)
 DA0338
 DA0338'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0338'MARK NOT FOUND.
 DA0338
 DA0338                          STATION RECOVERY (1999)
 DA0338
 DA0338'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0501 ***********************************************************************
 CG0501  DESIGNATION -  G 335
 CG0501  PID         -  CG0501
 CG0501  STATE/COUNTY-  AZ/PIMA
 CG0501  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0501
 CG0501                         *CURRENT SURVEY CONTROL
 CG0501  ___________________________________________________________________
 CG0501* NAD 83(1986)-  31 50 40.     (N)    111 00 46.     (W)     SCALED    
 CG0501* NAVD 88     -       924.85   (+/-2cm)    3034.3    (feet)  VERTCON   
 CG0501  ___________________________________________________________________
 CG0501  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0501
 CG0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0501
 CG0501.The horizontal coordinates were scaled from a topographic map and have
 CG0501.an estimated accuracy of +/- 6 seconds.
 CG0501
 CG0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0501.The vertical order pertains to the NGVD 29 superseded value.
 CG0501
 CG0501.The geoid height was determined by GEOID03.
 CG0501
 CG0501;                    North         East    Units  Estimated Accuracy
 CG0501;SPC AZ C     -    93,980.      298,910.      MT  (+/- 180 meters Scaled)
 CG0501
 CG0501                          SUPERSEDED SURVEY CONTROL
 CG0501
 CG0501  NGVD 29 (??/??/92)  924.099  (m)         3031.81   (f) ADJ UNCH    2 0
 CG0501
 CG0501.Superseded values are not recommended for survey control.
 CG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0501.See file dsdata.txt to determine how the superseded data were derived.
 CG0501
 CG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA987231(NAD 83)
 CG0501_MARKER: DB = BENCH MARK DISK
 CG0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0501_STAMPING: G 335 1954
 CG0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0501+STABILITY: SURFACE MOTION
 CG0501
 CG0501  HISTORY     - Date     Condition        Report By
 CG0501  HISTORY     - 1954     MONUMENTED       CGS
 CG0501  HISTORY     - 1976     GOOD             USGS
 CG0501  HISTORY     - 19950302 GOOD             USPSQD
 CG0501  HISTORY     - 20020414 GOOD             USPSQD
 CG0501
 CG0501                          STATION DESCRIPTION
 CG0501
 CG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0501'2.8 MI SW FROM CONTINENTAL.
 CG0501'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0501'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY
 CG0501'89, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 42.6 FEET NORTHEAST OF
 CG0501'THE NORTHEAST END OF THE NORTH CONCRETE HEAD WALL OF A CATTLE GUARD,
 CG0501'40 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A
 CG0501'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CG0501'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0501'GROUND.
 CG0501
 CG0501                          STATION RECOVERY (1976)
 CG0501
 CG0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0501'FROM THE INTERSECTION OF ESPERANZA AND EL CANADA DRIVES IN GREEN
 CG0501'VALLEY, PIMA COUNTY, GO SW ALONG EL CANADA DR. FOR 2.0 MI., TO TWIN
 CG0501'BUTTE RD., GO NW ALONG TWIN BUTTE RD. FOR 0.6 MI. AND FENCE AT END OF
 CG0501'PAVED ROAD, 52 FT. NE FROM THE CENTER OF THE ROAD, ON THE NW SIDE OF
 CG0501'THE FENCE, ABOUT LEVEL WITH THE GROUND, AND SET IN THE TOP OF A
 CG0501'CONCRETE POST. A STANDARD DISK STAMPED G 335 1954.
 CG0501
 CG0501                          STATION RECOVERY (1995)
 CG0501
 CG0501'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0501'RECOVERED IN GOOD CONDITION.
 CG0501
 CG0501                          STATION RECOVERY (2002)
 CG0501
 CG0501'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0476 ***********************************************************************
 DA0476  DESIGNATION -  G 336
 DA0476  PID         -  DA0476
 DA0476  STATE/COUNTY-  AZ/PIMA
 DA0476  USGS QUAD   -  BURRO GAP (1990)
 DA0476
 DA0476                         *CURRENT SURVEY CONTROL
 DA0476  ___________________________________________________________________
 DA0476* NAD 83(1986)-  32 23 36.     (N)    112 43 57.     (W)     SCALED    
 DA0476* NAVD 88     -       518.83   (+/-2cm)    1702.2    (feet)  VERTCON   
 DA0476  ___________________________________________________________________
 DA0476  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0476
 DA0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0476
 DA0476.The horizontal coordinates were scaled from a topographic map and have
 DA0476.an estimated accuracy of +/- 6 seconds.
 DA0476
 DA0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0476.The vertical order pertains to the NGVD 29 superseded value.
 DA0476
 DA0476.The geoid height was determined by GEOID03.
 DA0476
 DA0476;                    North         East    Units  Estimated Accuracy
 DA0476;SPC AZ C     -   154,770.      136,610.      MT  (+/- 180 meters Scaled)
 DA0476
 DA0476                          SUPERSEDED SURVEY CONTROL
 DA0476
 DA0476  NGVD 29 (??/??/92)  518.126  (m)         1699.89   (f) ADJ UNCH    2 0
 DA0476
 DA0476.Superseded values are not recommended for survey control.
 DA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0476.See file dsdata.txt to determine how the superseded data were derived.
 DA0476
 DA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA370853(NAD 83)
 DA0476_MARKER: DB = BENCH MARK DISK
 DA0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0476_STAMPING: G 336 1961
 DA0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0476+STABILITY: SURFACE MOTION
 DA0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0476+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0476
 DA0476  HISTORY     - Date     Condition        Report By
 DA0476  HISTORY     - 1961     MONUMENTED       CGS
 DA0476  HISTORY     - 20060218 GOOD             USPSQD
 DA0476
 DA0476                          STATION DESCRIPTION
 DA0476
 DA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0476'8.5 MI E FROM AJO.
 DA0476'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0476'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0476'STATE HIGHWAY 85.  THENCE 6.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0476'FOLLOWS A PIPE LINE.  2.7 MILES WEST OF A METAL WINDMILL, 75 FEET
 DA0476'SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A METAL
 DA0476'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0476'CONCRETE POST PROJECTING 6 INCHES.
 DA0476
 DA0476                          STATION RECOVERY (2006)
 DA0476
 DA0476'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0201 ***********************************************************************
 DA0201  DESIGNATION -  G 337
 DA0201  PID         -  DA0201
 DA0201  STATE/COUNTY-  AZ/PIMA
 DA0201  USGS QUAD   -  KAKA (1986)
 DA0201
 DA0201                         *CURRENT SURVEY CONTROL
 DA0201  ___________________________________________________________________
 DA0201* NAD 83(1986)-  32 30 51.     (N)    112 19 08.     (W)     SCALED    
 DA0201* NAVD 88     -       688.22   (+/-2cm)    2257.9    (feet)  VERTCON   
 DA0201  ___________________________________________________________________
 DA0201  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0201
 DA0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0201
 DA0201.The horizontal coordinates were scaled from a topographic map and have
 DA0201.an estimated accuracy of +/- 6 seconds.
 DA0201
 DA0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0201.The vertical order pertains to the NGVD 29 superseded value.
 DA0201
 DA0201.The geoid height was determined by GEOID03.
 DA0201
 DA0201;                    North         East    Units  Estimated Accuracy
 DA0201;SPC AZ C     -   167,950.      175,570.      MT  (+/- 180 meters Scaled)
 DA0201
 DA0201                          SUPERSEDED SURVEY CONTROL
 DA0201
 DA0201  NGVD 29 (??/??/92)  687.522  (m)         2255.65   (f) ADJ UNCH    2 0
 DA0201
 DA0201.Superseded values are not recommended for survey control.
 DA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0201.See file dsdata.txt to determine how the superseded data were derived.
 DA0201
 DA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA761981(NAD 83)
 DA0201_MARKER: DB = BENCH MARK DISK
 DA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0201_STAMPING: G 337 1961
 DA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0201+STABILITY: SURFACE MOTION
 DA0201
 DA0201  HISTORY     - Date     Condition        Report By
 DA0201  HISTORY     - 1961     MONUMENTED       CGS
 DA0201
 DA0201                          STATION DESCRIPTION
 DA0201
 DA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0201'6.5 MI NW FROM VENTANA.
 DA0201'6.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0201'VENTANA TO KAKA, AN INDIAN VILLAGE.  THENCE 0.5 MILE NORTHWEST ALONG A
 DA0201'TRAIL TO THE JUNCTION OF A DIRT ROAD WHICH FOLLOWS A PIPE LINE. 0.5
 DA0201'MILE NORTHWEST OF THE CHURCH AT KAKA, 52 FEET NORTHWEST OF THE CENTER
 DA0201'LINE OF THE DIRT ROAD, 65 FEET WEST OF THE JUNCTION OF THE CENTER
 DA0201'LINES OF THE DIRT ROAD AND THE TRAIL ROAD LEADING TO KAKA, 1.6 FEET
 DA0201'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0201'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0462 ***********************************************************************
 DA0462  DESIGNATION -  G 338
 DA0462  PID         -  DA0462
 DA0462  STATE/COUNTY-  AZ/PIMA
 DA0462  USGS QUAD   -  GU VO (1990)
 DA0462
 DA0462                         *CURRENT SURVEY CONTROL
 DA0462  ___________________________________________________________________
 DA0462* NAD 83(1986)-  32 04 25.     (N)    112 35 31.     (W)     SCALED    
 DA0462* NAVD 88     -       675.51   (+/-2cm)    2216.2    (feet)  VERTCON   
 DA0462  ___________________________________________________________________
 DA0462  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0462
 DA0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0462
 DA0462.The horizontal coordinates were scaled from a topographic map and have
 DA0462.an estimated accuracy of +/- 6 seconds.
 DA0462
 DA0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0462.The vertical order pertains to the NGVD 29 superseded value.
 DA0462
 DA0462.The geoid height was determined by GEOID03.
 DA0462
 DA0462;                    North         East    Units  Estimated Accuracy
 DA0462;SPC AZ C     -   119,230.      149,610.      MT  (+/- 180 meters Scaled)
 DA0462
 DA0462                          SUPERSEDED SURVEY CONTROL
 DA0462
 DA0462  NGVD 29 (??/??/92)  674.764  (m)         2213.79   (f) ADJ UNCH    2 0
 DA0462
 DA0462.Superseded values are not recommended for survey control.
 DA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0462.See file dsdata.txt to determine how the superseded data were derived.
 DA0462
 DA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA497497(NAD 83)
 DA0462_MARKER: DB = BENCH MARK DISK
 DA0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0462_SP_SET: 12 FT.
 DA0462_STAMPING: G 338 1961
 DA0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0462+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA0462
 DA0462  HISTORY     - Date     Condition        Report By
 DA0462  HISTORY     - 1961     MONUMENTED       CGS
 DA0462  HISTORY     - 20020407 GOOD             INDIV
 DA0462
 DA0462                          STATION DESCRIPTION
 DA0462
 DA0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0462'28.6 MI SE FROM AJO.
 DA0462'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0462'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0462'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0462'THENCE 12.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  1.8 MILES
 DA0462'NORTHWEST OF THE SCHOOL AT GU VO, AN INDIAN VILLAGE, 71 FEET NORTHEAST
 DA0462'OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTHEAST OF A TELEPHONE POLE,
 DA0462'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 DA0462'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DA0462'DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 DA0462'PROJECTS 2 INCHES.
 DA0462
 DA0462                          STATION RECOVERY (2002)
 DA0462
 DA0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0051 ***********************************************************************
 CH0051  DESIGNATION -  G 339
 CH0051  PID         -  CH0051
 CH0051  STATE/COUNTY-  AZ/PIMA
 CH0051  USGS QUAD   -  KUPK (1988)
 CH0051
 CH0051                         *CURRENT SURVEY CONTROL
 CH0051  ___________________________________________________________________
 CH0051* NAD 83(1986)-  31 57 24.     (N)    112 14 18.     (W)     SCALED    
 CH0051* NAVD 88     -       562.20   (+/-2cm)    1844.5    (feet)  VERTCON   
 CH0051  ___________________________________________________________________
 CH0051  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0051
 CH0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0051
 CH0051.The horizontal coordinates were scaled from a topographic map and have
 CH0051.an estimated accuracy of +/- 6 seconds.
 CH0051
 CH0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0051.The vertical order pertains to the NGVD 29 superseded value.
 CH0051
 CH0051.The geoid height was determined by GEOID03.
 CH0051
 CH0051;                    North         East    Units  Estimated Accuracy
 CH0051;SPC AZ C     -   106,110.      182,950.      MT  (+/- 180 meters Scaled)
 CH0051
 CH0051                          SUPERSEDED SURVEY CONTROL
 CH0051
 CH0051  NGVD 29 (??/??/92)  561.522  (m)         1842.26   (f) ADJ UNCH    2 0
 CH0051
 CH0051.Superseded values are not recommended for survey control.
 CH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0051.See file dsdata.txt to determine how the superseded data were derived.
 CH0051
 CH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA829363(NAD 83)
 CH0051_MARKER: DB = BENCH MARK DISK
 CH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0051_STAMPING: G 339 1961
 CH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0051+STABILITY: SURFACE MOTION
 CH0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0051+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 CH0051
 CH0051  HISTORY     - Date     Condition        Report By
 CH0051  HISTORY     - 1961     MONUMENTED       CGS
 CH0051  HISTORY     - 20060901 GOOD             TOHONO
 CH0051
 CH0051                          STATION DESCRIPTION
 CH0051
 CH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0051'7.45 MI SE FROM PISINIMO.
 CH0051'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0051'PISINIMO, AN INDIAN VILLAGE.  THENCE 7.1 MILES SOUTHEAST ALONG A TRAIL
 CH0051'ROAD.  0.2 MILE NORTHEAST OF AN ADOBE SHACK, 55 FEET SOUTHWEST OF THE
 CH0051'CENTER LINE OF THE ROAD, 32 FEET SOUTHEAST OF THE CENTER LINE OF A
 CH0051'VERY DIM TRACK ROAD TO THE SHACK, 2.5 FEET SOUTHWEST OF A METAL
 CH0051'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0051'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.6 MILES
 CH0051'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0051'FEET AND IS NUMBERED 60.
 CH0051
 CH0051                          STATION RECOVERY (2006)
 CH0051
 CH0051'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0167 ***********************************************************************
 FP0167  DESIGNATION -  G 34
 FP0167  PID         -  FP0167
 FP0167  STATE/COUNTY-  AZ/APACHE
 FP0167  USGS QUAD   -  KINLICHEE (1983)
 FP0167
 FP0167                         *CURRENT SURVEY CONTROL
 FP0167  ___________________________________________________________________
 FP0167* NAD 83(1986)-  35 42 43.     (N)    109 29 43.     (W)     SCALED    
 FP0167* NAVD 88     -      2009.142  (meters)    6591.66   (feet)  ADJUSTED  
 FP0167  ___________________________________________________________________
 FP0167  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FP0167  DYNAMIC HT  -        2006.380 (meters)    6582.60  (feet)  COMP
 FP0167  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0167
 FP0167  VERT ORDER  -  FIRST     CLASS II
 FP0167
 FP0167.The horizontal coordinates were scaled from a topographic map and have
 FP0167.an estimated accuracy of +/- 6 seconds.
 FP0167
 FP0167.The orthometric height was determined by differential leveling
 FP0167.and adjusted by the National Geodetic Survey in June 1991..
 FP0167
 FP0167.The geoid height was determined by GEOID03.
 FP0167
 FP0167.The dynamic height is computed by dividing the NAVD 88
 FP0167.geopotential number by the normal gravity value computed on the
 FP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0167.degrees latitude (g = 980.6199 gals.).
 FP0167
 FP0167.The modeled gravity was interpolated from observed gravity values.
 FP0167
 FP0167;                    North         East    Units  Estimated Accuracy
 FP0167;SPC AZ E     -   522,760.      274,110.      MT  (+/- 180 meters Scaled)
 FP0167
 FP0167                          SUPERSEDED SURVEY CONTROL
 FP0167
 FP0167  NGVD 29 (??/??/92) 2008.164  (m)         6588.45   (f) ADJ UNCH    1 2
 FP0167
 FP0167.Superseded values are not recommended for survey control.
 FP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0167.See file dsdata.txt to determine how the superseded data were derived.
 FP0167
 FP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE361530(NAD 83)
 FP0167_MARKER: DB = BENCH MARK DISK
 FP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0167_STAMPING: 2008.164 G 34 1933
 FP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0167+STABILITY: SURFACE MOTION
 FP0167
 FP0167  HISTORY     - Date     Condition        Report By
 FP0167  HISTORY     - 1933     MONUMENTED       CGS
 FP0167  HISTORY     - 1934     GOOD             NGS
 FP0167  HISTORY     - 1977     MARK NOT FOUND   USGS
 FP0167
 FP0167                          STATION DESCRIPTION
 FP0167
 FP0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0167'4.1 MI SE FROM GANADO.
 FP0167'4.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0167'OFFICE AT GANADO, APACHE COUNTY, 600 FEET NORTHEAST OF A LONG WOODEN
 FP0167'BRIDGE, AT THE CROSSING OF A ROW OF POLES, 31 FEET EAST OF THE
 FP0167'CENTERLINE OF THE ROAD, 4 FEET EAST OF A POLE, AND 2 FEET LOWER THAN
 FP0167'THE ROAD.  A STANDARD DISK, ERRONEOUSLY STAMPED 2008.164 G 34 1933 AND
 FP0167'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 FP0167
 FP0167                          STATION RECOVERY (1977)
 FP0167
 FP0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0132 ***********************************************************************
 FR0132  DESIGNATION -  G 340
 FR0132  PID         -  FR0132
 FR0132  STATE/COUNTY-  AZ/COCONINO
 FR0132  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0132
 FR0132                         *CURRENT SURVEY CONTROL
 FR0132  ___________________________________________________________________
 FR0132* NAD 83(1986)-  35 13 13.     (N)    112 17 58.     (W)     SCALED    
 FR0132* NAVD 88     -      1971.398  (meters)    6467.83   (feet)  ADJUSTED  
 FR0132  ___________________________________________________________________
 FR0132  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 FR0132  DYNAMIC HT  -        1968.655 (meters)    6458.83  (feet)  COMP
 FR0132  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 FR0132
 FR0132  VERT ORDER  -  SECOND    CLASS 0
 FR0132
 FR0132.The horizontal coordinates were scaled from a topographic map and have
 FR0132.an estimated accuracy of +/- 6 seconds.
 FR0132
 FR0132.The orthometric height was determined by differential leveling
 FR0132.and adjusted by the National Geodetic Survey in June 1991..
 FR0132
 FR0132.The geoid height was determined by GEOID03.
 FR0132
 FR0132.The dynamic height is computed by dividing the NAVD 88
 FR0132.geopotential number by the normal gravity value computed on the
 FR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0132.degrees latitude (g = 980.6199 gals.).
 FR0132
 FR0132.The modeled gravity was interpolated from observed gravity values.
 FR0132
 FR0132;                    North         East    Units  Estimated Accuracy
 FR0132;SPC AZ C     -   468,080.      178,510.      MT  (+/- 180 meters Scaled)
 FR0132
 FR0132                          SUPERSEDED SURVEY CONTROL
 FR0132
 FR0132  NGVD 29 (??/??/92) 1970.441  (m)         6464.69   (f) ADJ UNCH    2 0
 FR0132
 FR0132.Superseded values are not recommended for survey control.
 FR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0132.See file dsdata.txt to determine how the superseded data were derived.
 FR0132
 FR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD817982(NAD 83)
 FR0132_MARKER: DB = BENCH MARK DISK
 FR0132_SETTING: 80 = SET IN A BOULDER
 FR0132_SP_SET: BOULDER
 FR0132_STAMPING: G 340 1958
 FR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0132+STABILITY: SURFACE MOTION
 FR0132
 FR0132  HISTORY     - Date     Condition        Report By
 FR0132  HISTORY     - 1958     MONUMENTED       CGS
 FR0132  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0132
 FR0132                          STATION DESCRIPTION
 FR0132
 FR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0132'6.7 MI W FROM WILLIAMS.
 FR0132'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 7.1 MILES WEST
 FR0132'ALONG U.S. HIGHWAYS 66 AND 89, 0.4 MILE WEST OF MILE POST 176, 30 FEET
 FR0132'NORTH OF THE HIGHWAY, 2 FEET NORTHEAST OF A WITNESS POST, SET IN A
 FR0132'DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 FR0132
 FR0132                          STATION RECOVERY (1974)
 FR0132
 FR0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0005 ***********************************************************************
 CH0005  DESIGNATION -  G 340
 CH0005  PID         -  CH0005
 CH0005  STATE/COUNTY-  AZ/PIMA
 CH0005  USGS QUAD   -  BAILEY PEAK (1988)
 CH0005
 CH0005                         *CURRENT SURVEY CONTROL
 CH0005  ___________________________________________________________________
 CH0005* NAD 83(1986)-  31 48 07.     (N)    112 27 17.     (W)     SCALED    
 CH0005* NAVD 88     -       528.45   (+/-2cm)    1733.8    (feet)  VERTCON   
 CH0005  ___________________________________________________________________
 CH0005  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CH0005
 CH0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0005
 CH0005.The horizontal coordinates were scaled from a topographic map and have
 CH0005.an estimated accuracy of +/- 6 seconds.
 CH0005
 CH0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0005.The vertical order pertains to the NGVD 29 superseded value.
 CH0005
 CH0005.The geoid height was determined by GEOID03.
 CH0005
 CH0005;                    North         East    Units  Estimated Accuracy
 CH0005;SPC AZ C     -    89,030.      162,410.      MT  (+/- 180 meters Scaled)
 CH0005
 CH0005                          SUPERSEDED SURVEY CONTROL
 CH0005
 CH0005  NGVD 29 (??/??/92)  527.749  (m)         1731.46   (f) ADJ UNCH    2 0
 CH0005
 CH0005.Superseded values are not recommended for survey control.
 CH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0005.See file dsdata.txt to determine how the superseded data were derived.
 CH0005
 CH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA622194(NAD 83)
 CH0005_MARKER: DB = BENCH MARK DISK
 CH0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0005_SP_SET: FOUNDATION
 CH0005_STAMPING: G 340 1961
 CH0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0005
 CH0005  HISTORY     - Date     Condition        Report By
 CH0005  HISTORY     - 1961     MONUMENTED       CGS
 CH0005
 CH0005                          STATION DESCRIPTION
 CH0005
 CH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0005'7.75 MI E FROM MENAGERS.
 CH0005'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0005'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0005'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0005'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0005'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0005'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 4.75 MILES EAST
 CH0005'ALONG A TRAIL ROAD TO A WINDMILL AND A WATER TANK. 2.7 MILES EAST OF A
 CH0005'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0005'NUMBERED 55, 1.3 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0005'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, SET IN THE CENTER OF THE
 CH0005'TOP OF THE CONCRETE FOUNDATION SUPPORTING THE FOUR LEGS OF THE
 CH0005'WINDMILL, 20 1/2 FEET NORTH OF THE NORTH SIDE OF THE METAL WATER TANK,
 CH0005'1.5 FEET EAST OF A 6-INCH WELL CASING, AND FLUSH WITH THE CONCRETE
 CH0005'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0133 ***********************************************************************
 FR0133  DESIGNATION -  G 340 RESET
 FR0133  PID         -  FR0133
 FR0133  STATE/COUNTY-  AZ/COCONINO
 FR0133  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0133
 FR0133                         *CURRENT SURVEY CONTROL
 FR0133  ___________________________________________________________________
 FR0133* NAD 83(1986)-  35 13 12.     (N)    112 18 06.     (W)     SCALED    
 FR0133* NAVD 88     -      1968.900  (meters)    6459.63   (feet)  ADJUSTED  
 FR0133  ___________________________________________________________________
 FR0133  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 FR0133  DYNAMIC HT  -        1966.160 (meters)    6450.64  (feet)  COMP
 FR0133  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 FR0133
 FR0133  VERT ORDER  -  FIRST     CLASS II
 FR0133
 FR0133.The horizontal coordinates were scaled from a topographic map and have
 FR0133.an estimated accuracy of +/- 6 seconds.
 FR0133
 FR0133.The orthometric height was determined by differential leveling
 FR0133.and adjusted by the National Geodetic Survey in June 1991..
 FR0133
 FR0133.The geoid height was determined by GEOID03.
 FR0133
 FR0133.The dynamic height is computed by dividing the NAVD 88
 FR0133.geopotential number by the normal gravity value computed on the
 FR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0133.degrees latitude (g = 980.6199 gals.).
 FR0133
 FR0133.The modeled gravity was interpolated from observed gravity values.
 FR0133
 FR0133;                    North         East    Units  Estimated Accuracy
 FR0133;SPC AZ C     -   468,050.      178,310.      MT  (+/- 180 meters Scaled)
 FR0133
 FR0133                          SUPERSEDED SURVEY CONTROL
 FR0133
 FR0133  NGVD 29 (??/??/??) 1967.94   (m)         6456.5    (f) RESET       3  
 FR0133
 FR0133.Superseded values are not recommended for survey control.
 FR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0133.See file dsdata.txt to determine how the superseded data were derived.
 FR0133
 FR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD815982(NAD 83)
 FR0133_MARKER: DB = BENCH MARK DISK
 FR0133_SETTING: 80 = SET IN A BOULDER
 FR0133_SP_SET: BOULDER
 FR0133_STAMPING: G 340 1958 RESET 1965
 FR0133_MARK LOGO: CGS   
 FR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0133+STABILITY: SURFACE MOTION
 FR0133
 FR0133  HISTORY     - Date     Condition        Report By
 FR0133  HISTORY     - 1965     MONUMENTED       CGS
 FR0133  HISTORY     - 1982     GOOD             NGS
 FR0133
 FR0133                          STATION DESCRIPTION
 FR0133
 FR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FR0133'7.3 MI W FROM WILLIAMS.
 FR0133'FROM THE POST OFFICE IN WILLIAMS, DRIVE NORTH ONE BLOCK THEN WESTERLY
 FR0133'ON U. S. 66 FOR 7.3 MILES AND TO THE STATION SET IN THE MEDIAN STRIP,
 FR0133'0.5 MILES WEST ALONG U. S. 66 (I-40) FROM MILE POST 176, 4 FEET
 FR0133'SOUTHEAST OF A USC AND GS WITNESS POST AND SET IN THE TOP OF A 6 X 6
 FR0133'FT. VOLCANIC BOULDER PROJECTING 3 FEET ABOVE THE NATURAL GROUND.
 FR0133
 FR0133                          STATION RECOVERY (1982)
 FR0133
 FR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0133'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0133'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.5 KM (5.9 MI) WEST
 FR0133'ALONG INTERSTATE HIGHWAY 40, 0.6 KM (0.4 MI) EAST OF MILEPOST 156, IN
 FR0133'TOP OF A 6 BY 6 FOOT VOLCANIC BOULDER PROJECTING 3 FEET ABOVE THE
 FR0133'GROUND, LOCATED BETWEEN THE HIGHWAY LANES AT THE BASE OF A FILL AND 20
 FR0133'FEET BELOW THE WEST BOUND LANES, IN A GROUP OF PINE TREES, 109.5
 FR0133'METERS (360 FT) EAST OF THE CENTERLINE OF A STEEP CROSSOVER ROAD, 82.2
 FR0133'METERS (270 FT) EAST OF THE WEST END OF A STEEL GUARDRAIL, 32 METERS
 FR0133'(105 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 82.2
 FR0133'METERS (270 FT) WEST OF THE WEST END OF A DOUBLE 10 BY 10 FOOT BOX
 FR0133'CULVERT.
 FR0133'THE MARK IS 3 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0276 ***********************************************************************
 FQ0276  DESIGNATION -  G 341
 FQ0276  PID         -  FQ0276
 FQ0276  STATE/COUNTY-  AZ/COCONINO
 FQ0276  USGS QUAD   -  PARKS (1974)
 FQ0276
 FQ0276                         *CURRENT SURVEY CONTROL
 FQ0276  ___________________________________________________________________
 FQ0276* NAD 83(1986)-  35 15 39.     (N)    111 58 48.     (W)     SCALED    
 FQ0276* NAVD 88     -      2156.053  (meters)    7073.65   (feet)  ADJUSTED  
 FQ0276  ___________________________________________________________________
 FQ0276  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0276  DYNAMIC HT  -        2152.972 (meters)    7063.54  (feet)  COMP
 FQ0276  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 FQ0276
 FQ0276  VERT ORDER  -  FIRST     CLASS II
 FQ0276
 FQ0276.The horizontal coordinates were scaled from a topographic map and have
 FQ0276.an estimated accuracy of +/- 6 seconds.
 FQ0276
 FQ0276.The orthometric height was determined by differential leveling
 FQ0276.and adjusted by the National Geodetic Survey in June 1991..
 FQ0276
 FQ0276.The geoid height was determined by GEOID03.
 FQ0276
 FQ0276.The dynamic height is computed by dividing the NAVD 88
 FQ0276.geopotential number by the normal gravity value computed on the
 FQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0276.degrees latitude (g = 980.6199 gals.).
 FQ0276
 FQ0276.The modeled gravity was interpolated from observed gravity values.
 FQ0276
 FQ0276;                    North         East    Units  Estimated Accuracy
 FQ0276;SPC AZ C     -   472,510.      207,600.      MT  (+/- 180 meters Scaled)
 FQ0276
 FQ0276                          SUPERSEDED SURVEY CONTROL
 FQ0276
 FQ0276  NGVD 29 (??/??/92) 2155.022  (m)         7070.27   (f) ADJ UNCH    1 2
 FQ0276
 FQ0276.Superseded values are not recommended for survey control.
 FQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0276.See file dsdata.txt to determine how the superseded data were derived.
 FQ0276
 FQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE108024(NAD 83)
 FQ0276_MARKER: DB = BENCH MARK DISK
 FQ0276_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0276_SP_SET: BEDROCK
 FQ0276_STAMPING: G 341
 FQ0276_MARK LOGO: CGS   
 FQ0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0276+STABILITY: POSITION/ELEVATION WELL
 FQ0276
 FQ0276  HISTORY     - Date     Condition        Report By
 FQ0276  HISTORY     - UNK      MONUMENTED       CGS
 FQ0276  HISTORY     - 1958     GOOD             NGS
 FQ0276  HISTORY     - 1982     GOOD             NGS
 FQ0276
 FQ0276                          STATION DESCRIPTION
 FQ0276
 FQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0276'11.7 MI E FROM WILLIAMS.
 FQ0276'12.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0276'WILLIAMS, 0.1 MILE EAST OF MILEPOST 195, 51.6 FEET SOUTH OF THE
 FQ0276'HIGHWAY, 2.8 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE
 FQ0276'IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0276
 FQ0276                          STATION RECOVERY (1982)
 FQ0276
 FQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0276'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FQ0276'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FQ0276'ALONG INTERSTATE HIGHWAY 40, THENCE 7.2 KM (4.5 MI) EAST ALONG PARKS
 FQ0276'ROAD, IN TOP OF A 3 BY 4 FOOT EXPOSSED PORTION OF OUTCROP FLUSH WITH
 FQ0276'THE GROUND, 0.5 KM (0.3 MI) WEST OF ROAD 781 LEADING SOUTH, 30.4
 FQ0276'METERS (100 FT) WEST-SOUTHWEST OF A CLUMP OF LOW OAK TREES, 41.1
 FQ0276'METERS (135 FT) SOUTH OF AND ACROSS THE ROAD FROM CABLE POLE 7, 15.8
 FQ0276'METERS (52 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.0 METERS (23 FT)
 FQ0276'EAST OF A 18-INCH PINE TREE, 6 METERS (20 FT) WEST OF A 18-INCH PINE
 FQ0276'TREE.
 FQ0276'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FQ0276'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0019 ***********************************************************************
 CH0019  DESIGNATION -  G 341
 CH0019  PID         -  CH0019
 CH0019  STATE/COUNTY-  AZ/PIMA
 CH0019  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0019
 CH0019                         *CURRENT SURVEY CONTROL
 CH0019  ___________________________________________________________________
 CH0019* NAD 83(1986)-  31 47 40.     (N)    112 17 04.     (W)     SCALED    
 CH0019* NAVD 88     -       542.71   (+/-2cm)    1780.5    (feet)  VERTCON   
 CH0019  ___________________________________________________________________
 CH0019  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CH0019
 CH0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0019
 CH0019.The horizontal coordinates were scaled from a topographic map and have
 CH0019.an estimated accuracy of +/- 6 seconds.
 CH0019
 CH0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0019.The vertical order pertains to the NGVD 29 superseded value.
 CH0019
 CH0019.The geoid height was determined by GEOID03.
 CH0019
 CH0019;                    North         East    Units  Estimated Accuracy
 CH0019;SPC AZ C     -    88,140.      178,530.      MT  (+/- 180 meters Scaled)
 CH0019
 CH0019                          SUPERSEDED SURVEY CONTROL
 CH0019
 CH0019  NGVD 29 (??/??/92)  542.025  (m)         1778.29   (f) ADJ UNCH    2 0
 CH0019
 CH0019.Superseded values are not recommended for survey control.
 CH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0019.See file dsdata.txt to determine how the superseded data were derived.
 CH0019
 CH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA784183(NAD 83)
 CH0019_MARKER: DB = BENCH MARK DISK
 CH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0019_STAMPING: G 341 1961
 CH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0019+STABILITY: SURFACE MOTION
 CH0019
 CH0019  HISTORY     - Date     Condition        Report By
 CH0019  HISTORY     - 1961     MONUMENTED       CGS
 CH0019
 CH0019                          STATION DESCRIPTION
 CH0019
 CH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0019'1.45 MI NE FROM PAPAGO FARMS.
 CH0019'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0019'PAPAGO FARMS.  THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD.  0.5
 CH0019'MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0019'FEET AND IS NUMBERED 67, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CH0019'10 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 CH0019'POLES, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0019'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0217 ***********************************************************************
 FQ0217  DESIGNATION -  G 342
 FQ0217  PID         -  FQ0217
 FQ0217  STATE/COUNTY-  AZ/COCONINO
 FQ0217  USGS QUAD   -  METEOR CRATER (1983)
 FQ0217
 FQ0217                         *CURRENT SURVEY CONTROL
 FQ0217  ___________________________________________________________________
 FQ0217* NAD 83(1986)-  35 06 47.     (N)    111 04 00.     (W)     SCALED    
 FQ0217* NAVD 88     -      1647.714  (meters)    5405.88   (feet)  ADJUSTED  
 FQ0217  ___________________________________________________________________
 FQ0217  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0217  DYNAMIC HT  -        1645.480 (meters)    5398.55  (feet)  COMP
 FQ0217  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 FQ0217
 FQ0217  VERT ORDER  -  FIRST     CLASS II
 FQ0217
 FQ0217.The horizontal coordinates were scaled from a topographic map and have
 FQ0217.an estimated accuracy of +/- 6 seconds.
 FQ0217
 FQ0217.The orthometric height was determined by differential leveling
 FQ0217.and adjusted by the National Geodetic Survey in June 1991..
 FQ0217
 FQ0217.The geoid height was determined by GEOID03.
 FQ0217
 FQ0217.The dynamic height is computed by dividing the NAVD 88
 FQ0217.geopotential number by the normal gravity value computed on the
 FQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0217.degrees latitude (g = 980.6199 gals.).
 FQ0217
 FQ0217.The modeled gravity was interpolated from observed gravity values.
 FQ0217
 FQ0217;                    North         East    Units  Estimated Accuracy
 FQ0217;SPC AZ C     -   456,450.      290,840.      MT  (+/- 180 meters Scaled)
 FQ0217
 FQ0217                          SUPERSEDED SURVEY CONTROL
 FQ0217
 FQ0217  NGVD 29 (??/??/92) 1646.842  (m)         5403.01   (f) ADJ UNCH    1 2
 FQ0217
 FQ0217.Superseded values are not recommended for survey control.
 FQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0217.See file dsdata.txt to determine how the superseded data were derived.
 FQ0217
 FQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD939855(NAD 83)
 FQ0217_MARKER: DB = BENCH MARK DISK
 FQ0217_SETTING: 80 = SET IN A BOULDER
 FQ0217_SP_SET: BOULDER
 FQ0217_STAMPING: G 342 1958
 FQ0217_MARK LOGO: CGS   
 FQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0217+STABILITY: SURFACE MOTION
 FQ0217
 FQ0217  HISTORY     - Date     Condition        Report By
 FQ0217  HISTORY     - 1958     MONUMENTED       CGS
 FQ0217  HISTORY     - 1983     GOOD             NGS
 FQ0217
 FQ0217                          STATION DESCRIPTION
 FQ0217
 FQ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0217'22.0 MI W FROM WINSLOW.
 FQ0217'22.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0217'0.2 MILE EAST OF MILEPOST 251, 102 FEET SOUTH OF THE FENCE, 95 FEET
 FQ0217'EAST OF A NORTH-SOUTH FENCE, 19 FEET NORTHWEST OF THE WITNESS POST,
 FQ0217'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS 12 BY 4 FEET AND
 FQ0217'PROJECTS 2 FEET.
 FQ0217
 FQ0217                          STATION RECOVERY (1983)
 FQ0217
 FQ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0217'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  35.5 KM (22.05
 FQ0217'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0217'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) WEST OF MILEPOST 232, IN THE
 FQ0217'CENTER OF THE WESTERN 1/2 OF A 5 BY 12 FT EXPOSED AREA OF OUTCROPPING
 FQ0217'BEDROCK, 67.1 METERS (220.1 FT) SOUTH OF THE CENTERLINE OF THE EAST
 FQ0217'BOUND LANES OF THE HIGHWAY, 31.1 METERS (102.1 FT) SOUTH OF A FENCE
 FQ0217'AND 29.0 METERS (95.1 FT) EAST OF A FENCE.
 FQ0217'THE MARK IS 5.8 METERS  NW FROM A WITNESS POST.
 FQ0217'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0032 ***********************************************************************
 CH0032  DESIGNATION -  G 342
 CH0032  PID         -  CH0032
 CH0032  STATE/COUNTY-  AZ/PIMA
 CH0032  USGS QUAD   -  CHUKUT KUK (1988)
 CH0032
 CH0032                         *CURRENT SURVEY CONTROL
 CH0032  ___________________________________________________________________
 CH0032* NAD 83(1986)-  31 45 28.     (N)    112 06 05.     (W)     SCALED    
 CH0032* NAVD 88     -       625.43   (+/-2cm)    2051.9    (feet)  VERTCON   
 CH0032  ___________________________________________________________________
 CH0032  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0032
 CH0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0032
 CH0032.The horizontal coordinates were scaled from a topographic map and have
 CH0032.an estimated accuracy of +/- 6 seconds.
 CH0032
 CH0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0032.The vertical order pertains to the NGVD 29 superseded value.
 CH0032
 CH0032.The geoid height was determined by GEOID03.
 CH0032
 CH0032;                    North         East    Units  Estimated Accuracy
 CH0032;SPC AZ C     -    84,030.      195,860.      MT  (+/- 180 meters Scaled)
 CH0032
 CH0032                          SUPERSEDED SURVEY CONTROL
 CH0032
 CH0032  NGVD 29 (??/??/92)  624.735  (m)         2049.65   (f) ADJ UNCH    2 0
 CH0032
 CH0032.Superseded values are not recommended for survey control.
 CH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0032.See file dsdata.txt to determine how the superseded data were derived.
 CH0032
 CH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA956141(NAD 83)
 CH0032_MARKER: DB = BENCH MARK DISK
 CH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0032_STAMPING: G 342 1961
 CH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0032+STABILITY: SURFACE MOTION
 CH0032
 CH0032  HISTORY     - Date     Condition        Report By
 CH0032  HISTORY     - 1961     MONUMENTED       CGS
 CH0032
 CH0032                          STATION DESCRIPTION
 CH0032
 CH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0032'8.95 MI SE FROM KOTS KUG.
 CH0032'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0032'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0032'EAST ALONG A GRADED DIRT ROAD.  THENCE 6.0 MILES SOUTHEAST ALONG A
 CH0032'TRAIL ROAD, 2.5 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0032'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 25 1/2 FEET SOUTHWEST
 CH0032'OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 CH0032'POST, 1.0 MILES NORTHWEST OF A WINDMILL AND LARGE METAL WATER TANK,
 CH0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0161 ***********************************************************************
 DV0161  DESIGNATION -  G 343
 DV0161  PID         -  DV0161
 DV0161  STATE/COUNTY-  AZ/MARICOPA
 DV0161  USGS QUAD   -  NEW RIVER (1981)
 DV0161
 DV0161                         *CURRENT SURVEY CONTROL
 DV0161  ___________________________________________________________________
 DV0161* NAD 83(1986)-  33 58 03.     (N)    112 07 38.     (W)     SCALED    
 DV0161* NAVD 88     -       687.84   (+/-2cm)    2256.7    (feet)  VERTCON   
 DV0161  ___________________________________________________________________
 DV0161  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DV0161
 DV0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0161
 DV0161.The horizontal coordinates were scaled from a topographic map and have
 DV0161.an estimated accuracy of +/- 6 seconds.
 DV0161
 DV0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0161.The vertical order pertains to the NGVD 29 superseded value.
 DV0161
 DV0161.The geoid height was determined by GEOID03.
 DV0161
 DV0161;                    North         East    Units  Estimated Accuracy
 DV0161;SPC AZ C     -   329,070.      193,900.      MT  (+/- 180 meters Scaled)
 DV0161
 DV0161                          SUPERSEDED SURVEY CONTROL
 DV0161
 DV0161  NGVD 29 (??/??/92)  687.222  (m)         2254.66   (f) ADJ UNCH    2 0
 DV0161
 DV0161.Superseded values are not recommended for survey control.
 DV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0161.See file dsdata.txt to determine how the superseded data were derived.
 DV0161
 DV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC958591(NAD 83)
 DV0161_MARKER: DB = BENCH MARK DISK
 DV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0161_STAMPING: G 343 1958
 DV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0161+STABILITY: SURFACE MOTION
 DV0161
 DV0161  HISTORY     - Date     Condition        Report By
 DV0161  HISTORY     - 1958     MONUMENTED       CGS
 DV0161  HISTORY     - 1959     GOOD             NGS
 DV0161
 DV0161                          STATION DESCRIPTION
 DV0161
 DV0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0161'7.5 MI S FROM BLACK CANYON.
 DV0161'7.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0161'CANYON, ABOUT 100 FEET NORTH OF A CATTLE GUARD, 87 FEET EAST OF THE
 DV0161'CENTER OF THE HIGHWAY, 59 FEET EAST OF MILEPOST NUMBER 236, 29 FEET
 DV0161'WEST OF A DIRT ROAD, 1.6 FEET EAST OF THE FENCE, 3 FEET NORTH OF THE
 DV0161'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0907 ***********************************************************************
 DA0907  DESIGNATION -  G 344
 DA0907  PID         -  DA0907
 DA0907  STATE/COUNTY-  AZ/PIMA
 DA0907  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0907
 DA0907                         *CURRENT SURVEY CONTROL
 DA0907  ___________________________________________________________________
 DA0907* NAD 83(1986)-  32 05 18.     (N)    113 15 55.     (W)     SCALED    
 DA0907* NAVD 88     -       301.87   (+/-2cm)     990.4    (feet)  VERTCON   
 DA0907  ___________________________________________________________________
 DA0907  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DA0907
 DA0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0907
 DA0907.The horizontal coordinates were scaled from a topographic map and have
 DA0907.an estimated accuracy of +/- 6 seconds.
 DA0907
 DA0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0907.The vertical order pertains to the NGVD 29 superseded value.
 DA0907
 DA0907.The geoid height was determined by GEOID03.
 DA0907
 DA0907;                    North         East    Units  Estimated Accuracy
 DA0907;SPC AZ C     -   121,460.       86,060.      MT  (+/- 180 meters Scaled)
 DA0907
 DA0907                          SUPERSEDED SURVEY CONTROL
 DA0907
 DA0907  NGVD 29 (??/??/92)  301.189  (m)          988.15   (f) ADJ UNCH    2 0
 DA0907
 DA0907.Superseded values are not recommended for survey control.
 DA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0907.See file dsdata.txt to determine how the superseded data were derived.
 DA0907
 DA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA862524(NAD 83)
 DA0907_MARKER: DB = BENCH MARK DISK
 DA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0907_STAMPING: G 344 1961
 DA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0907+STABILITY: SURFACE MOTION
 DA0907
 DA0907  HISTORY     - Date     Condition        Report By
 DA0907  HISTORY     - 1961     MONUMENTED       CGS
 DA0907  HISTORY     - 1962     GOOD             NGS
 DA0907
 DA0907                          STATION DESCRIPTION
 DA0907
 DA0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0907'40.8 MI SW FROM AJO.
 DA0907'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0907'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0907'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHEAST ALONG AN OILED ROAD.
 DA0907'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0907'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0907'ALONG A TRAIL ROAD.  THENCE 6.9 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0907'ROAD, 0.45 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0907'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 32, 21 FEET NORTHEAST OF
 DA0907'THE CENTER LINE OF THE TRAIL ROAD, 2.3 FEET SOUTHEAST OF A METAL
 DA0907'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0907'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0595 ***********************************************************************
 ES0595  DESIGNATION -  G 344
 ES0595  PID         -  ES0595
 ES0595  STATE/COUNTY-  AZ/YAVAPAI
 ES0595  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0595
 ES0595                         *CURRENT SURVEY CONTROL
 ES0595  ___________________________________________________________________
 ES0595* NAD 83(1986)-  34 31 45.     (N)    111 56 57.     (W)     SCALED    
 ES0595* NAVD 88     -      1370.75   (+/-2cm)    4497.2    (feet)  VERTCON   
 ES0595  ___________________________________________________________________
 ES0595  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0595
 ES0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0595
 ES0595.The horizontal coordinates were scaled from a topographic map and have
 ES0595.an estimated accuracy of +/- 6 seconds.
 ES0595
 ES0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0595.The vertical order pertains to the NGVD 29 superseded value.
 ES0595
 ES0595.The geoid height was determined by GEOID03.
 ES0595
 ES0595;                    North         East    Units  Estimated Accuracy
 ES0595;SPC AZ C     -   391,350.      210,380.      MT  (+/- 180 meters Scaled)
 ES0595
 ES0595                          SUPERSEDED SURVEY CONTROL
 ES0595
 ES0595  NGVD 29 (??/??/92) 1369.938  (m)         4494.54   (f) ADJ UNCH    2 0
 ES0595
 ES0595.Superseded values are not recommended for survey control.
 ES0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0595.See file dsdata.txt to determine how the superseded data were derived.
 ES0595
 ES0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD128212(NAD 83)
 ES0595_MARKER: DB = BENCH MARK DISK
 ES0595_SETTING: 80 = SET IN A BOULDER
 ES0595_SP_SET: BOULDER
 ES0595_STAMPING: G 344 1959
 ES0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0595+STABILITY: SURFACE MOTION
 ES0595
 ES0595  HISTORY     - Date     Condition        Report By
 ES0595  HISTORY     - 1959     MONUMENTED       CGS
 ES0595
 ES0595                          STATION DESCRIPTION
 ES0595
 ES0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0595'6.8 MI SE FROM CAMP VERDE.
 ES0595'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0595'OFFICE IN CAMP VERDE, THENCE 3.8 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0595'0.4 MILE SOUTH OF MILEPOST 282, 56 FEET SOUTHEAST OF THE HIGHWAY, 12
 ES0595'FEET SOUTHEAST OF THE FENCE, CEMENTED IN A DRILL HOLE IN A LARGE
 ES0595'BOULDER THAT PROJECTS 7 FEET ON THE NORTH AND IS JUST NORTHEAST OF A
 ES0595'LARGE HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0882 ***********************************************************************
 DA0882  DESIGNATION -  G 345
 DA0882  PID         -  DA0882
 DA0882  STATE/COUNTY-  AZ/PIMA
 DA0882  USGS QUAD   -  NORTH OF AGUA DULCE (1990)
 DA0882
 DA0882                         *CURRENT SURVEY CONTROL
 DA0882  ___________________________________________________________________
 DA0882* NAD 83(1986)-  32 13 20.     (N)    113 07 33.     (W)     SCALED    
 DA0882* NAVD 88     -       301.49   (+/-2cm)     989.1    (feet)  VERTCON   
 DA0882  ___________________________________________________________________
 DA0882  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DA0882
 DA0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0882
 DA0882.The horizontal coordinates were scaled from a topographic map and have
 DA0882.an estimated accuracy of +/- 6 seconds.
 DA0882
 DA0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0882.The vertical order pertains to the NGVD 29 superseded value.
 DA0882
 DA0882.The geoid height was determined by GEOID03.
 DA0882
 DA0882;                    North         East    Units  Estimated Accuracy
 DA0882;SPC AZ C     -   136,150.       99,390.      MT  (+/- 180 meters Scaled)
 DA0882
 DA0882                          SUPERSEDED SURVEY CONTROL
 DA0882
 DA0882  NGVD 29 (??/??/92)  300.812  (m)          986.91   (f) ADJ UNCH    2 0
 DA0882
 DA0882.Superseded values are not recommended for survey control.
 DA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0882.See file dsdata.txt to determine how the superseded data were derived.
 DA0882
 DA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA996670(NAD 83)
 DA0882_MARKER: DB = BENCH MARK DISK
 DA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0882_STAMPING: G 345 1961
 DA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0882+STABILITY: SURFACE MOTION
 DA0882
 DA0882  HISTORY     - Date     Condition        Report By
 DA0882  HISTORY     - 1961     MONUMENTED       CGS
 DA0882  HISTORY     - 1962     GOOD             NGS
 DA0882
 DA0882                          STATION DESCRIPTION
 DA0882
 DA0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0882'32.15 MI SW FROM AJO.
 DA0882'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0882'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0882'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0882'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0882'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0882'ALONG A TRAIL ROAD.  THENCE 8.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0882'0.5 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0882'WHICH PROJECTS 16 FEET AND IS NUMBERED 47, 3.0 MILES NORTHWEST OF A
 DA0882'BOUNDARY FENCE CORNER OF THE CABEZA PRIETA GAME REFUGE, 29 FEET
 DA0882'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A
 DA0882'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0882'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0518 ***********************************************************************
 ES0518  DESIGNATION -  G 345
 ES0518  PID         -  ES0518
 ES0518  STATE/COUNTY-  AZ/COCONINO
 ES0518  USGS QUAD   -  MUNDS PARK (1974)
 ES0518
 ES0518                         *CURRENT SURVEY CONTROL
 ES0518  ___________________________________________________________________
 ES0518* NAD 83(1986)-  34 59 00.     (N)    111 41 08.     (W)     SCALED    
 ES0518* NAVD 88     -      2038.213  (meters)    6687.04   (feet)  ADJUSTED  
 ES0518  ___________________________________________________________________
 ES0518  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0518  DYNAMIC HT  -        2035.341 (meters)    6677.61  (feet)  COMP
 ES0518  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 ES0518
 ES0518  VERT ORDER  -  SECOND    CLASS 0
 ES0518
 ES0518.The horizontal coordinates were scaled from a topographic map and have
 ES0518.an estimated accuracy of +/- 6 seconds.
 ES0518
 ES0518.The orthometric height was determined by differential leveling
 ES0518.and adjusted by the National Geodetic Survey in June 1991..
 ES0518
 ES0518.The geoid height was determined by GEOID03.
 ES0518
 ES0518.The dynamic height is computed by dividing the NAVD 88
 ES0518.geopotential number by the normal gravity value computed on the
 ES0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0518.degrees latitude (g = 980.6199 gals.).
 ES0518
 ES0518.The modeled gravity was interpolated from observed gravity values.
 ES0518
 ES0518;                    North         East    Units  Estimated Accuracy
 ES0518;SPC AZ C     -   441,750.      234,460.      MT  (+/- 180 meters Scaled)
 ES0518
 ES0518                          SUPERSEDED SURVEY CONTROL
 ES0518
 ES0518  NGVD 29 (??/??/92) 2037.242  (m)         6683.85   (f) ADJ UNCH    2 0
 ES0518
 ES0518.Superseded values are not recommended for survey control.
 ES0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0518.See file dsdata.txt to determine how the superseded data were derived.
 ES0518
 ES0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD374714(NAD 83)
 ES0518_MARKER: DB = BENCH MARK DISK
 ES0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0518_STAMPING: G 345 1959
 ES0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0518+STABILITY: SURFACE MOTION
 ES0518
 ES0518  HISTORY     - Date     Condition        Report By
 ES0518  HISTORY     - 1959     MONUMENTED       CGS
 ES0518
 ES0518                          STATION DESCRIPTION
 ES0518
 ES0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0518'14.4 MI S FROM FLAGSTAFF.
 ES0518'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0518'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0518'THENCE 13.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT MIDWAY
 ES0518'BETWEEN TWO CULVERTS, 151.4 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ES0518'30.8 FEET NORTHEAST OF A LARGE PINE TREE THAT IS BY ITSELF, 3.1 FEET
 ES0518'WEST OF THE FENCE, 3 FEET WEST OF THE WITNESS POST, SET IN THE TOP OF
 ES0518'A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1012 ***********************************************************************
 DA1012  DESIGNATION -  G 346
 DA1012  PID         -  DA1012
 DA1012  STATE/COUNTY-  AZ/YUMA
 DA1012  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1012
 DA1012                         *CURRENT SURVEY CONTROL
 DA1012  ___________________________________________________________________
 DA1012* NAD 83(1986)-  32 05 50.     (N)    113 31 05.     (W)     SCALED    
 DA1012* NAVD 88     -       250.92   (+/-2cm)     823.2    (feet)  VERTCON   
 DA1012  ___________________________________________________________________
 DA1012  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA1012
 DA1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1012
 DA1012.The horizontal coordinates were scaled from a topographic map and have
 DA1012.an estimated accuracy of +/- 6 seconds.
 DA1012
 DA1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1012.The vertical order pertains to the NGVD 29 superseded value.
 DA1012
 DA1012.The geoid height was determined by GEOID03.
 DA1012
 DA1012;                    North         East    Units  Estimated Accuracy
 DA1012;SPC AZ W     -   121,670.      235,250.      MT  (+/- 180 meters Scaled)
 DA1012
 DA1012                          SUPERSEDED SURVEY CONTROL
 DA1012
 DA1012  NGVD 29 (??/??/92)  250.237  (m)          820.99   (f) ADJ UNCH    2 0
 DA1012
 DA1012.Superseded values are not recommended for survey control.
 DA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1012.See file dsdata.txt to determine how the superseded data were derived.
 DA1012
 DA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA623539(NAD 83)
 DA1012_MARKER: DB = BENCH MARK DISK
 DA1012_SETTING: 66 = SET IN ROCK OUTCROP
 DA1012_SP_SET: LAVA ROCK
 DA1012_STAMPING: G 346 1961
 DA1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1012+STABILITY: POSITION/ELEVATION WELL
 DA1012
 DA1012  HISTORY     - Date     Condition        Report By
 DA1012  HISTORY     - 1961     MONUMENTED       CGS
 DA1012  HISTORY     - 1962     GOOD             NGS
 DA1012
 DA1012                          STATION DESCRIPTION
 DA1012
 DA1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1012'17.8 MI SE FROM TULE WELL.
 DA1012'ABOUT 17.8 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1012'COMMISSION SHELTER AT TULE WELL.  5.6 MILES SOUTHEAST OF A 4X4-INCH
 DA1012'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1012'0.3 MILE WEST OF BORDER MONUMENT 181, 100 FEET SOUTH OF THE CENTER OF
 DA1012'THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTHEAST, ON
 DA1012'THE WEST EDGE OF A SMALL RIDGE, SET IN THE TOP OF A LARGE LAVA ROCK
 DA1012'WHICH IS FLUSH WITH THE GROUND, 175 FEET NORTH OF THE UNITED
 DA1012'STATES-MEXICO BORDER FENCE, 70 FEET SOUTHWEST OF THE CENTER LINE OF
 DA1012'THE TRAIL ROAD LEADING SOUTHEAST, 1 1/2 FEET NORTHEAST OF A CAIRN, AND
 DA1012'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0054 ***********************************************************************
 ES0054  DESIGNATION -  G 346
 ES0054  PID         -  ES0054
 ES0054  STATE/COUNTY-  AZ/NAVAJO
 ES0054  USGS QUAD   -  APACHE BUTTE (1986)
 ES0054
 ES0054                         *CURRENT SURVEY CONTROL
 ES0054  ___________________________________________________________________
 ES0054* NAD 83(1986)-  34 57 44.     (N)    110 23 34.     (W)     SCALED    
 ES0054* NAVD 88     -      1513.378  (meters)    4965.14   (feet)  ADJUSTED  
 ES0054  ___________________________________________________________________
 ES0054  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0054  DYNAMIC HT  -        1511.351 (meters)    4958.49  (feet)  COMP
 ES0054  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 ES0054
 ES0054  VERT ORDER  -  FIRST     CLASS II
 ES0054
 ES0054.The horizontal coordinates were scaled from a topographic map and have
 ES0054.an estimated accuracy of +/- 6 seconds.
 ES0054
 ES0054.The orthometric height was determined by differential leveling
 ES0054.and adjusted by the National Geodetic Survey in June 1991..
 ES0054
 ES0054.The geoid height was determined by GEOID03.
 ES0054
 ES0054.The dynamic height is computed by dividing the NAVD 88
 ES0054.geopotential number by the normal gravity value computed on the
 ES0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0054.degrees latitude (g = 980.6199 gals.).
 ES0054
 ES0054.The modeled gravity was interpolated from observed gravity values.
 ES0054
 ES0054;                    North         East    Units  Estimated Accuracy
 ES0054;SPC AZ E     -   439,410.      192,710.      MT  (+/- 180 meters Scaled)
 ES0054
 ES0054                          SUPERSEDED SURVEY CONTROL
 ES0054
 ES0054  NGVD 29 (??/??/92) 1512.605  (m)         4962.60   (f) ADJ UNCH    1 2
 ES0054
 ES0054.Superseded values are not recommended for survey control.
 ES0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0054.See file dsdata.txt to determine how the superseded data were derived.
 ES0054
 ES0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD554690(NAD 83)
 ES0054_MARKER: DB = BENCH MARK DISK
 ES0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0054_SP_SET: CULVERT
 ES0054_STAMPING: G 346 1959
 ES0054_MARK LOGO: CGS   
 ES0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0054
 ES0054  HISTORY     - Date     Condition        Report By
 ES0054  HISTORY     - 1959     MONUMENTED       CGS
 ES0054  HISTORY     - 1983     GOOD             NGS
 ES0054  HISTORY     - 20050525 MARK NOT FOUND   NGS
 ES0054
 ES0054                          STATION DESCRIPTION
 ES0054
 ES0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0054'3.4 MI W FROM JOSEPH CITY.
 ES0054'3.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0054'CITY, NAVAJO COUNTY, ABOUT 100 FEET EAST OF MILEPOST 292, 15 FEET
 ES0054'NORTH OF THE CENTER OF THE HIGHWAY, DIRECTLY NORTH OF A RAILROAD
 ES0054'TRESTLE, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL
 ES0054'OF A 8-FOOT CONCRETE CULVERT.
 ES0054
 ES0054                          STATION RECOVERY (1983)
 ES0054
 ES0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0054'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 ES0054'ADD 45.7 METERS (149.0 FT) SOUTH OF UTILITY POLE NUMBER 6.
 ES0054
 ES0054                          STATION RECOVERY (2005)
 ES0054
 ES0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0054'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40.  A DISK SHAPED HOLE
 ES0054'WAS FOUND IN TOP OF CULVERT AT ASSUMED LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1000 ***********************************************************************
 DA1000  DESIGNATION -  G 347
 DA1000  PID         -  DA1000
 DA1000  STATE/COUNTY-  AZ/YUMA
 DA1000  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1000
 DA1000                         *CURRENT SURVEY CONTROL
 DA1000  ___________________________________________________________________
 DA1000* NAD 83(1986)-  32 09 29.     (N)    113 41 08.     (W)     SCALED    
 DA1000* NAVD 88     -       343.74   (+/-2cm)    1127.8    (feet)  VERTCON   
 DA1000  ___________________________________________________________________
 DA1000  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1000
 DA1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1000
 DA1000.The horizontal coordinates were scaled from a topographic map and have
 DA1000.an estimated accuracy of +/- 6 seconds.
 DA1000
 DA1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1000.The vertical order pertains to the NGVD 29 superseded value.
 DA1000
 DA1000.The geoid height was determined by GEOID03.
 DA1000
 DA1000;                    North         East    Units  Estimated Accuracy
 DA1000;SPC AZ W     -   128,400.      219,440.      MT  (+/- 180 meters Scaled)
 DA1000
 DA1000                          SUPERSEDED SURVEY CONTROL
 DA1000
 DA1000  NGVD 29 (??/??/92)  343.046  (m)         1125.48   (f) ADJ UNCH    2 0
 DA1000
 DA1000.Superseded values are not recommended for survey control.
 DA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1000.See file dsdata.txt to determine how the superseded data were derived.
 DA1000
 DA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA467611(NAD 83)
 DA1000_MARKER: DB = BENCH MARK DISK
 DA1000_SETTING: 66 = SET IN ROCK OUTCROP
 DA1000_SP_SET: ROCK OUTCROP
 DA1000_STAMPING: G 347 1961
 DA1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1000+STABILITY: POSITION/ELEVATION WELL
 DA1000
 DA1000  HISTORY     - Date     Condition        Report By
 DA1000  HISTORY     - 1961     MONUMENTED       CGS
 DA1000  HISTORY     - 1962     GOOD             NGS
 DA1000
 DA1000                          STATION DESCRIPTION
 DA1000
 DA1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1000'6.3 MI SE FROM TULE WELL.
 DA1000'ABOUT 6.3 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1000'COMMISSION SHELTER AT TULE WELL.  6.3 MILES SOUTHEAST OF A 4X4-INCH
 DA1000'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA1000'5.9 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA1000'PROJECTS 16 FEET AND IS NUMBERED 29, AT THE NORTH END OF A ROCKY
 DA1000'RIDGE, 165 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 DA1000'TOP OF A ROCK OUTCROP WHICH IS ON THE NORTHEAST SIDE OF THE RIDGE AND
 DA1000'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 18 FEET SOUTHEAST OF THE NORTH
 DA1000'END OF THE RIDGE, 13.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 DA1000'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0222 ***********************************************************************
 FP0222  DESIGNATION -  G 347
 FP0222  PID         -  FP0222
 FP0222  STATE/COUNTY-  AZ/APACHE
 FP0222  USGS QUAD   -  SANDERS (1971)
 FP0222
 FP0222                         *CURRENT SURVEY CONTROL
 FP0222  ___________________________________________________________________
 FP0222* NAD 83(1986)-  35 14 43.     (N)    109 17 33.     (W)     SCALED    
 FP0222* NAVD 88     -      1807.264  (meters)    5929.33   (feet)  ADJUSTED  
 FP0222  ___________________________________________________________________
 FP0222  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 FP0222  DYNAMIC HT  -        1804.743 (meters)    5921.06  (feet)  COMP
 FP0222  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 FP0222
 FP0222  VERT ORDER  -  FIRST     CLASS II
 FP0222
 FP0222.The horizontal coordinates were scaled from a topographic map and have
 FP0222.an estimated accuracy of +/- 6 seconds.
 FP0222
 FP0222.The orthometric height was determined by differential leveling
 FP0222.and adjusted by the National Geodetic Survey in June 1991..
 FP0222.WARNING-Repeat measurements at this control monument indicate possible
 FP0222.vertical movement.
 FP0222
 FP0222.The geoid height was determined by GEOID03.
 FP0222
 FP0222.The dynamic height is computed by dividing the NAVD 88
 FP0222.geopotential number by the normal gravity value computed on the
 FP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0222.degrees latitude (g = 980.6199 gals.).
 FP0222
 FP0222.The modeled gravity was interpolated from observed gravity values.
 FP0222
 FP0222;                    North         East    Units  Estimated Accuracy
 FP0222;SPC AZ E     -   471,130.      292,920.      MT  (+/- 180 meters Scaled)
 FP0222
 FP0222                          SUPERSEDED SURVEY CONTROL
 FP0222
 FP0222  NGVD 29 (??/??/92) 1806.326  (m)         5926.25   (f) ADJ UNCH    1 2
 FP0222
 FP0222.Superseded values are not recommended for survey control.
 FP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0222.See file dsdata.txt to determine how the superseded data were derived.
 FP0222
 FP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE553015(NAD 83)
 FP0222_MARKER: DB = BENCH MARK DISK
 FP0222_SETTING: 0 = UNSPECIFIED SETTING
 FP0222_STAMPING: G-347
 FP0222_MARK LOGO: CGS   
 FP0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0222
 FP0222  HISTORY     - Date     Condition        Report By
 FP0222  HISTORY     - UNK      MONUMENTED       CGS
 FP0222  HISTORY     - 1971     GOOD             USGS
 FP0222  HISTORY     - 1983     GOOD             NGS
 FP0222
 FP0222                          STATION DESCRIPTION
 FP0222
 FP0222'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0222'3.1 MI E FROM SANDERS.
 FP0222'TO REACH FROM CEDAR POINT TRADING POST, PROCEED EAST ON I-40 ON-RAMP
 FP0222'AND FRONTAGE ROAD FOR 0.05 MILES TO PAVED ROAD RIGHT, TURN RIGHT OF
 FP0222'PAVED ROAD AND GO 0.5 MILES TO STATION ON RIGHT, 3 FT. NORTH OF FENCE
 FP0222'CORNER.  NOTE-- 3.1 MILES EAST ALONG U.S. 66 FROM THE POST OFFICE AT
 FP0222'SANDERS.
 FP0222
 FP0222                          STATION RECOVERY (1983)
 FP0222
 FP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0222'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  14.8 KM (9.2
 FP0222'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0222'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.8 KM (0.5 MI)
 FP0222'SOUTHWEST OF MILEPOST 343, 35.8 METERS (117.5 FT) SOUTHEAST OF THE
 FP0222'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 21.1 METERS
 FP0222'(69.2 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING EAST, 7.6
 FP0222'METERS (24.9 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH FRONTAGE
 FP0222'ROAD AND 1.5 METERS (4.9 FT) NORTHEAST OF A FENCE CORNER.
 FP0222'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 FP0222'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0014 ***********************************************************************
 DB0014  DESIGNATION -  G 348
 DB0014  PID         -  DB0014
 DB0014  STATE/COUNTY-  AZ/YUMA
 DB0014  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0014
 DB0014                         *CURRENT SURVEY CONTROL
 DB0014  ___________________________________________________________________
 DB0014* NAD 83(1986)-  32 20 22.     (N)    114 06 42.     (W)     SCALED    
 DB0014* NAVD 88     -       312.25   (+/-2cm)    1024.4    (feet)  VERTCON   
 DB0014  ___________________________________________________________________
 DB0014  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DB0014
 DB0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0014
 DB0014.The horizontal coordinates were scaled from a topographic map and have
 DB0014.an estimated accuracy of +/- 6 seconds.
 DB0014
 DB0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0014.The vertical order pertains to the NGVD 29 superseded value.
 DB0014
 DB0014.The geoid height was determined by GEOID03.
 DB0014
 DB0014;                    North         East    Units  Estimated Accuracy
 DB0014;SPC AZ W     -   148,570.      179,310.      MT  (+/- 180 meters Scaled)
 DB0014
 DB0014                          SUPERSEDED SURVEY CONTROL
 DB0014
 DB0014  NGVD 29 (??/??/??)  311.564  (m)         1022.19   (f) ADJUSTED    2 0
 DB0014
 DB0014.Superseded values are not recommended for survey control.
 DB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0014.See file dsdata.txt to determine how the superseded data were derived.
 DB0014
 DB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR718817(NAD 83)
 DB0014_MARKER: DB = BENCH MARK DISK
 DB0014_SETTING: 66 = SET IN ROCK OUTCROP
 DB0014_SP_SET: ROCK OUTCROP
 DB0014_STAMPING: G 348 1962
 DB0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0014+STABILITY: POSITION/ELEVATION WELL
 DB0014
 DB0014  HISTORY     - Date     Condition        Report By
 DB0014  HISTORY     - 1962     MONUMENTED       CGS
 DB0014
 DB0014                          STATION DESCRIPTION
 DB0014
 DB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0014'39.3 MI SSW FROM LIGURTA.
 DB0014'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0014'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0014'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0014'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0014'A WASH, THENCE 20.2 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.95
 DB0014'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0014'PROJECTS 16 FEET AND IS NUMBER 13, 2.2 MILES NORTHWEST OF A
 DB0014'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0014'AND IS NUMBER 14, 62 YARDS NORTH OF THE JUNCTION OF THE TRAIL
 DB0014'ROAD AND A DIM TRAIL ROAD LEADING EAST THROUGH A PASS IN THE
 DB0014'MOUNTAINS, ON THE SOUTH SIDE OF A SHARP ROCKY PROJECTION, 53.5
 DB0014'FEET NORTH NORTHEAST OF A METAL WITNESS POST, 44 FEET EAST OF
 DB0014'THE CENTER LINE OF THE TRAIL ROAD, 22 FEET NORTH OF A SANDY
 DB0014'WASH, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET
 DB0014'IN THE TOP OF A ROCK OUTCROP PROJECTING 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0593 ***********************************************************************
 CG0593  DESIGNATION -  G 348
 CG0593  PID         -  CG0593
 CG0593  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0593  USGS QUAD   -  TUBAC (1981)
 CG0593
 CG0593                         *CURRENT SURVEY CONTROL
 CG0593  ___________________________________________________________________
 CG0593* NAD 83(1986)-  31 34 26.     (N)    111 03 07.     (W)     SCALED    
 CG0593* NAVD 88     -       995.774  (meters)    3266.97   (feet)  ADJUSTED  
 CG0593  ___________________________________________________________________
 CG0593  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0593  DYNAMIC HT  -         994.275 (meters)    3262.05  (feet)  COMP
 CG0593  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 CG0593
 CG0593  VERT ORDER  -  FIRST     CLASS II
 CG0593
 CG0593.The horizontal coordinates were scaled from a topographic map and have
 CG0593.an estimated accuracy of +/- 6 seconds.
 CG0593
 CG0593.The orthometric height was determined by differential leveling
 CG0593.and adjusted by the National Geodetic Survey in June 1991..
 CG0593
 CG0593.The geoid height was determined by GEOID03.
 CG0593
 CG0593.The dynamic height is computed by dividing the NAVD 88
 CG0593.geopotential number by the normal gravity value computed on the
 CG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0593.degrees latitude (g = 980.6199 gals.).
 CG0593
 CG0593.The modeled gravity was interpolated from observed gravity values.
 CG0593
 CG0593;                    North         East    Units  Estimated Accuracy
 CG0593;SPC AZ C     -    63,950.      295,440.      MT  (+/- 180 meters Scaled)
 CG0593
 CG0593                          SUPERSEDED SURVEY CONTROL
 CG0593
 CG0593  NGVD 29 (??/??/92)  994.935  (m)         3264.22   (f) ADJ UNCH    1 2
 CG0593
 CG0593.Superseded values are not recommended for survey control.
 CG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0593.See file dsdata.txt to determine how the superseded data were derived.
 CG0593
 CG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950932(NAD 83)
 CG0593_MARKER: DB = BENCH MARK DISK
 CG0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0593_SP_SET: BRIDGE
 CG0593_STAMPING: G 348 1959
 CG0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0593
 CG0593  HISTORY     - Date     Condition        Report By
 CG0593  HISTORY     - 1959     MONUMENTED       CGS
 CG0593  HISTORY     - 1980     GOOD             NGS
 CG0593  HISTORY     - 19981006 GOOD             USPSQD
 CG0593
 CG0593                          STATION DESCRIPTION
 CG0593
 CG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0593'0.3 MI N FROM TUMACACORI.
 CG0593'0.3 MILE NORTH OF THE POST OFFICE AT TUMACACORI, 24 FEET EAST OF THE
 CG0593'CENTER OF THE HIGHWAY, 2.5 FEET EAST OF THE WITNESS POST, CEMENTED IN
 CG0593'THE SOUTH END OF THE SOUTHEAST ABUTMENT OF A 60 FOOT CONCRETE BRIDGE.
 CG0593
 CG0593                          STATION RECOVERY (1980)
 CG0593
 CG0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0593'0.6 KILOMETER (0.4 MILE) NORTH ALONG FORMER U. S. HIGHWAY 89 FROM THE
 CG0593'OLD MISSION AT TUMACACORI, AT A 6-CHANNEL BOX CULVERT, IN TOP OF THE
 CG0593'EAST END OF THE SOUTH ABUTMENT, 7.3 METERS (24 FEET) EAST OF THE
 CG0593'CENTERLINE OF THE HIGHWAY.
 CG0593'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CG0593
 CG0593                          STATION RECOVERY (1998)
 CG0593
 CG0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0942 ***********************************************************************
 DA0942  DESIGNATION -  G 349
 DA0942  PID         -  DA0942
 DA0942  STATE/COUNTY-  AZ/YUMA
 DA0942  USGS QUAD   -  COYOTE WATER (1990)
 DA0942
 DA0942                         *CURRENT SURVEY CONTROL
 DA0942  ___________________________________________________________________
 DA0942* NAD 83(1986)-  32 21 21.     (N)    113 55 47.     (W)     SCALED    
 DA0942* NAVD 88     -       340.02   (+/-2cm)    1115.5    (feet)  VERTCON   
 DA0942  ___________________________________________________________________
 DA0942  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA0942
 DA0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0942
 DA0942.The horizontal coordinates were scaled from a topographic map and have
 DA0942.an estimated accuracy of +/- 6 seconds.
 DA0942
 DA0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0942.The vertical order pertains to the NGVD 29 superseded value.
 DA0942
 DA0942.The geoid height was determined by GEOID03.
 DA0942
 DA0942;                    North         East    Units  Estimated Accuracy
 DA0942;SPC AZ W     -   150,340.      196,450.      MT  (+/- 180 meters Scaled)
 DA0942
 DA0942                          SUPERSEDED SURVEY CONTROL
 DA0942
 DA0942  NGVD 29 (??/??/92)  339.318  (m)         1113.25   (f) ADJ UNCH    2 0
 DA0942
 DA0942.Superseded values are not recommended for survey control.
 DA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0942.See file dsdata.txt to determine how the superseded data were derived.
 DA0942
 DA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA242836(NAD 83)
 DA0942_MARKER: DB = BENCH MARK DISK
 DA0942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0942_SP_SET: 8 FT.
 DA0942_STAMPING: G 349 1961
 DA0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0942
 DA0942  HISTORY     - Date     Condition        Report By
 DA0942  HISTORY     - 1961     MONUMENTED       CGS
 DA0942  HISTORY     - 1962     GOOD             NGS
 DA0942
 DA0942                          STATION DESCRIPTION
 DA0942
 DA0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0942'17.55 MI NW FROM TULE WELL.
 DA0942'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0942'COMMISSION SHELTER AT TULE WELL.  THENCE 14.25 MILES NORTHWEST ALONG A
 DA0942'DIM TRAIL ROAD, 1.85 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0942'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 4, 0.35 MILE NORTHWEST OF
 DA0942'THE JUNCTION OF THE TRAIL ROAD AND ANOTHER TRAIL ROAD, 49 FEET
 DA0942'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.6 FEET SOUTHWEST OF
 DA0942'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL, AND
 DA0942'CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8
 DA0942'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0152 ***********************************************************************
 DA0152  DESIGNATION -  G 349
 DA0152  PID         -  DA0152
 DA0152  STATE/COUNTY-  AZ/PINAL
 DA0152  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0152
 DA0152                         *CURRENT SURVEY CONTROL
 DA0152  ___________________________________________________________________
 DA0152* NAD 83(1986)-  32 49 58.     (N)    112 05 08.     (W)     SCALED    
 DA0152* NAVD 88     -       498.97   (+/-2cm)    1637.0    (feet)  VERTCON   
 DA0152  ___________________________________________________________________
 DA0152  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0152
 DA0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0152
 DA0152.The horizontal coordinates were scaled from a topographic map and have
 DA0152.an estimated accuracy of +/- 6 seconds.
 DA0152
 DA0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0152.The vertical order pertains to the NGVD 29 superseded value.
 DA0152
 DA0152.The geoid height was determined by GEOID03.
 DA0152
 DA0152;                    North         East    Units  Estimated Accuracy
 DA0152;SPC AZ C     -   203,220.      197,550.      MT  (+/- 180 meters Scaled)
 DA0152
 DA0152                          SUPERSEDED SURVEY CONTROL
 DA0152
 DA0152  NGVD 29 (??/??/92)  498.344  (m)         1634.98   (f) ADJ UNCH    2 0
 DA0152
 DA0152.Superseded values are not recommended for survey control.
 DA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0152.See file dsdata.txt to determine how the superseded data were derived.
 DA0152
 DA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983332(NAD 83)
 DA0152_MARKER: DB = BENCH MARK DISK
 DA0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0152_SP_SET: STOVEPIPE
 DA0152_STAMPING: G 349 1960
 DA0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0152
 DA0152  HISTORY     - Date     Condition        Report By
 DA0152  HISTORY     - 1960     MONUMENTED       CGS
 DA0152  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0152
 DA0152                          STATION DESCRIPTION
 DA0152
 DA0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0152'9.0 MI W FROM STANFIELD.
 DA0152'7.2 MILES WEST ALONG STATE HIGHWAY 84 FROM STANFIELD, THENCE 1.8 MILES
 DA0152'SOUTHWEST ALONG A TRACK ROAD, 150 FEET NORTH OF CENTER LINE OF HIGHWAY
 DA0152'AND STAKE 1976, 70 FEET WEST OF TRACK ROAD, 1.5 FEET EAST OF WITNESS
 DA0152'POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 4
 DA0152'INCHES.
 DA0152
 DA0152                          STATION RECOVERY (1963)
 DA0152
 DA0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0294 ***********************************************************************
 ER0294  DESIGNATION -  G 35
 ER0294  PID         -  ER0294
 ER0294  STATE/COUNTY-  AZ/NAVAJO
 ER0294  USGS QUAD   -  PADILLA TANK (1982)
 ER0294
 ER0294                         *CURRENT SURVEY CONTROL
 ER0294  ___________________________________________________________________
 ER0294* NAD 83(1986)-  34 50 57.     (N)    109 57 43.     (W)     SCALED    
 ER0294* NAVD 88     -      1633.836  (meters)    5360.34   (feet)  ADJUSTED  
 ER0294  ___________________________________________________________________
 ER0294  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ER0294  DYNAMIC HT  -        1631.567 (meters)    5352.90  (feet)  COMP
 ER0294  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 ER0294
 ER0294  VERT ORDER  -  SECOND    CLASS 0
 ER0294
 ER0294.The horizontal coordinates were scaled from a topographic map and have
 ER0294.an estimated accuracy of +/- 6 seconds.
 ER0294
 ER0294.The orthometric height was determined by differential leveling
 ER0294.and adjusted by the National Geodetic Survey in June 1991..
 ER0294
 ER0294.The geoid height was determined by GEOID03.
 ER0294
 ER0294.The dynamic height is computed by dividing the NAVD 88
 ER0294.geopotential number by the normal gravity value computed on the
 ER0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0294.degrees latitude (g = 980.6199 gals.).
 ER0294
 ER0294.The modeled gravity was interpolated from observed gravity values.
 ER0294
 ER0294;                    North         East    Units  Estimated Accuracy
 ER0294;SPC AZ E     -   426,860.      232,080.      MT  (+/- 180 meters Scaled)
 ER0294
 ER0294                          SUPERSEDED SURVEY CONTROL
 ER0294
 ER0294  NGVD 29 (??/??/92) 1632.980  (m)         5357.54   (f) ADJ UNCH    2 0
 ER0294
 ER0294.Superseded values are not recommended for survey control.
 ER0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0294.See file dsdata.txt to determine how the superseded data were derived.
 ER0294
 ER0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD949568(NAD 83)
 ER0294_MARKER: DB = BENCH MARK DISK
 ER0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0294_STAMPING: G 35 1934
 ER0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0294+STABILITY: SURFACE MOTION
 ER0294
 ER0294  HISTORY     - Date     Condition        Report By
 ER0294  HISTORY     - 1934     MONUMENTED       CGS
 ER0294  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0294
 ER0294                          STATION DESCRIPTION
 ER0294
 ER0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0294'12.6 MI SE FROM HOLBROOK.
 ER0294'12.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0294'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.3 MILE WEST
 ER0294'OF A DIP IN THE HIGHWAY, ABOUT 600 YARDS NORTH OF AN OLD WINDMILL, AT
 ER0294'THE FOOT OF A SMALL GRADE, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 ER0294'HIGHWAY.  A STANDARD DISK, STAMPED G 35 1934 AND SET IN THE TOP OF A
 ER0294'CONCRETE POST.
 ER0294
 ER0294                          STATION RECOVERY (1976)
 ER0294
 ER0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0294'NEW HWY. CONSTRUCTION IN AREA MOST LIKELY DESTROYED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0100 ***********************************************************************
 DB0100  DESIGNATION -  G 350
 DB0100  PID         -  DB0100
 DB0100  STATE/COUNTY-  AZ/YUMA
 DB0100  USGS QUAD   -  FORTUNA MINE (1965)
 DB0100
 DB0100                         *CURRENT SURVEY CONTROL
 DB0100  ___________________________________________________________________
 DB0100* NAD 83(1986)-  32 34 12.     (N)    114 21 33.     (W)     SCALED    
 DB0100* NAVD 88     -       203.88   (+/-2cm)     668.9    (feet)  VERTCON   
 DB0100  ___________________________________________________________________
 DB0100  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DB0100
 DB0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0100
 DB0100.The horizontal coordinates were scaled from a topographic map and have
 DB0100.an estimated accuracy of +/- 6 seconds.
 DB0100
 DB0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0100.The vertical order pertains to the NGVD 29 superseded value.
 DB0100
 DB0100.The geoid height was determined by GEOID03.
 DB0100
 DB0100;                    North         East    Units  Estimated Accuracy
 DB0100;SPC AZ W     -   174,240.      156,160.      MT  (+/- 180 meters Scaled)
 DB0100
 DB0100                          SUPERSEDED SURVEY CONTROL
 DB0100
 DB0100  NGVD 29 (??/??/??)  203.205  (m)          666.68   (f) ADJUSTED    2 0
 DB0100
 DB0100.Superseded values are not recommended for survey control.
 DB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0100.See file dsdata.txt to determine how the superseded data were derived.
 DB0100
 DB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS479066(NAD 83)
 DB0100_MARKER: DB = BENCH MARK DISK
 DB0100_SETTING: 66 = SET IN ROCK OUTCROP
 DB0100_SP_SET: ROCK OUTCROP
 DB0100_STAMPING: G 350 1962
 DB0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0100+STABILITY: POSITION/ELEVATION WELL
 DB0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0100+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0100
 DB0100  HISTORY     - Date     Condition        Report By
 DB0100  HISTORY     - 1962     MONUMENTED       CGS
 DB0100  HISTORY     - 20060303 GOOD             GEOCAC
 DB0100
 DB0100                          STATION DESCRIPTION
 DB0100
 DB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0100'14.8 MI SW FROM LIGURTA.
 DB0100'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0100'STATION AND CAFE AT LIGURTA, THENCE 7.7 MILES SOUTH SOUTHEAST
 DB0100'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 2.2 MILES
 DB0100'SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0100'PROJECTS 16 FEET AND IS NUMBER 9, 0.25 MILE SOUTHEAST OF THE FOOT
 DB0100'OF A HILL, ON THE CREST OF A ROCKY HILL, 130 FEET SOUTHWEST OF THE
 DB0100'CENTER LINE OF THE ROAD, 102 FEET SOUTHWEST OF A METAL WITNESS
 DB0100'POST, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6 INCHES
 DB0100'ABOVE THE GROUND, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DB0100
 DB0100                          STATION RECOVERY (2006)
 DB0100
 DB0100'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0100'FOUND IN GOOD CONDITION AT N 32  34.200 W 114  21.558, BY HANSOHN. THE
 DB0100'METAL WITNESS POST IS CLOSER TO THE DIRT ROAD, AND LOCATED AT N 32
 DB0100'34.216 W 114 21.558.
 DB0100' 
 DB0100'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0100'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0100'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB0100' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1135 ***********************************************************************
 DA1135  DESIGNATION -  G 351
 DA1135  PID         -  DA1135
 DA1135  STATE/COUNTY-  AZ/YUMA
 DA1135  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1135
 DA1135                         *CURRENT SURVEY CONTROL
 DA1135  ___________________________________________________________________
 DA1135* NAD 83(1986)-  32 31 40.     (N)    113 41 21.     (W)     SCALED    
 DA1135* NAVD 88     -       173.33   (+/-2cm)     568.7    (feet)  VERTCON   
 DA1135  ___________________________________________________________________
 DA1135  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DA1135
 DA1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1135
 DA1135.The horizontal coordinates were scaled from a topographic map and have
 DA1135.an estimated accuracy of +/- 6 seconds.
 DA1135
 DA1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1135.The vertical order pertains to the NGVD 29 superseded value.
 DA1135
 DA1135.The geoid height was determined by GEOID03.
 DA1135
 DA1135;                    North         East    Units  Estimated Accuracy
 DA1135;SPC AZ W     -   169,390.      219,080.      MT  (+/- 180 meters Scaled)
 DA1135
 DA1135                          SUPERSEDED SURVEY CONTROL
 DA1135
 DA1135  NGVD 29 (??/??/92)  172.684  (m)          566.55   (f) ADJ UNCH    2 0
 DA1135
 DA1135.Superseded values are not recommended for survey control.
 DA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1135.See file dsdata.txt to determine how the superseded data were derived.
 DA1135
 DA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB474021(NAD 83)
 DA1135_MARKER: DB = BENCH MARK DISK
 DA1135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1135_SP_SET: 12 FT.
 DA1135_STAMPING: G 351 1962
 DA1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1135
 DA1135  HISTORY     - Date     Condition        Report By
 DA1135  HISTORY     - 1962     MONUMENTED       CGS
 DA1135
 DA1135                          STATION DESCRIPTION
 DA1135
 DA1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1135'22.4 MI SE FROM TACNA.
 DA1135'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1135'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1135'WELL, AT THE JUNCTION OF THE TRAIL ROAD AND A DIM TRAIL ROAD LEADING
 DA1135'SOUTHEAST BETWEEN THE MOHAWK MOUNTAINS AND THE SIERRA PINTA MOUNTAINS,
 DA1135'100 FEET SOUTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 DA1135'TRAIL ROADS, 75 FEET NORTH-NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA1135'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 18, 22 FEET
 DA1135'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD LEADING TO TULE WELL,
 DA1135'15 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD LEADING
 DA1135'SOUTHEAST BETWEEN THE TWO MOUNTAIN RANGES, 2.0 FEET SOUTHEAST OF A
 DA1135'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TWO TRAIL
 DA1135'ROADS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DA1135'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1
 DA1135'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0930 ***********************************************************************
 DA0930  DESIGNATION -  G 352
 DA0930  PID         -  DA0930
 DA0930  STATE/COUNTY-  AZ/YUMA
 DA0930  USGS QUAD   -  MONREAL WELL (1990)
 DA0930
 DA0930                         *CURRENT SURVEY CONTROL
 DA0930  ___________________________________________________________________
 DA0930* NAD 83(1986)-  32 27 47.     (N)    113 27 11.     (W)     SCALED    
 DA0930* NAVD 88     -       189.74   (+/-2cm)     622.5    (feet)  VERTCON   
 DA0930  ___________________________________________________________________
 DA0930  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0930
 DA0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0930
 DA0930.The horizontal coordinates were scaled from a topographic map and have
 DA0930.an estimated accuracy of +/- 6 seconds.
 DA0930
 DA0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0930.The vertical order pertains to the NGVD 29 superseded value.
 DA0930
 DA0930.The geoid height was determined by GEOID03.
 DA0930
 DA0930;                    North         East    Units  Estimated Accuracy
 DA0930;SPC AZ W     -   162,260.      241,280.      MT  (+/- 180 meters Scaled)
 DA0930
 DA0930                          SUPERSEDED SURVEY CONTROL
 DA0930
 DA0930  NGVD 29 (??/??/92)  189.105  (m)          620.42   (f) ADJ UNCH    2 0
 DA0930
 DA0930.Superseded values are not recommended for survey control.
 DA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0930.See file dsdata.txt to determine how the superseded data were derived.
 DA0930
 DA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA694944(NAD 83)
 DA0930_MARKER: DB = BENCH MARK DISK
 DA0930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0930_SP_SET: 8 FT
 DA0930_STAMPING: G 352 1962
 DA0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0930
 DA0930  HISTORY     - Date     Condition        Report By
 DA0930  HISTORY     - 1962     MONUMENTED       CGS
 DA0930
 DA0930                          STATION DESCRIPTION
 DA0930
 DA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0930'14.35 MI W FROM TONY TANK.
 DA0930'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0930'TONY TANK.  THENCE 12.65 MILES SOUTHWEST ALONG A TRAIL ROAD, 1.2 MILES
 DA0930'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0930'FEET AND IS NUMBERED 38, 0.2 MILE SOUTHWEST OF A TRAIL ROAD
 DA0930'INTERSECTION, ABOUT 1.0 MILES NORTHEAST OF THE BASE OF THE MOHAWK
 DA0930'MOUNTAINS, 17 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0
 DA0930'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DA0930'OF THE TRAIL ROAD, CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS
 DA0930'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH
 DA0930'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0194 ***********************************************************************
 DB0194  DESIGNATION -  G 353
 DB0194  PID         -  DB0194
 DB0194  STATE/COUNTY-  AZ/YUMA
 DB0194  USGS QUAD   -  FORTUNA (1979)
 DB0194
 DB0194                         *CURRENT SURVEY CONTROL
 DB0194  ___________________________________________________________________
 DB0194* NAD 83(1992)-  32 40 11.25988(N)    114 26 39.22018(W)     ADJUSTED  
 DB0194* NAVD 88     -        85.33   (+/-2cm)     280.0    (feet)  VERTCON   
 DB0194  ___________________________________________________________________
 DB0194  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DB0194  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DB0194
 DB0194  HORZ ORDER  -  SECOND
 DB0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0194
 DB0194.The horizontal coordinates were established by classical geodetic methods
 DB0194.and adjusted by the National Geodetic Survey in August 1993..
 DB0194
 DB0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0194.The vertical order pertains to the NGVD 29 superseded value.
 DB0194
 DB0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0194
 DB0194.The geoid height was determined by GEOID03.
 DB0194
 DB0194;                    North         East     Units Scale Factor Converg.
 DB0194;SPC AZ W     -   185,354.020   148,245.260   MT  0.99998560   -0 22 29.1
 DB0194;SPC AZ W     -   608,116.86    486,368.96   iFT  0.99998560   -0 22 29.1
 DB0194;SPC CA 6     -   557,265.359 2,169,376.078   MT  1.00002083   +0 59 32.3
 DB0194;SPC CA 6     - 1,828,294.77  7,117,361.35   sFT  1.00002083   +0 59 32.3
 DB0194;UTM  11      - 3,617,567.886   739,668.371   MT  1.00030835   +1 22 48.9
 DB0194
 DB0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0194!SPC AZ W     -   0.99999190  x   0.99998560  =   0.99997750
 DB0194!SPC CA 6     -   0.99999190  x   1.00002083  =   1.00001273
 DB0194!UTM  11      -   0.99999190  x   1.00030835  =   1.00030025
 DB0194
 DB0194                          SUPERSEDED SURVEY CONTROL
 DB0194
 DB0194  NAD 83(1986)-  32 40 11.26639(N)    114 26 39.22956(W) AD(       ) 2
 DB0194  NAD 27      -  32 40 11.09780(N)    114 26 36.42050(W) AD(       ) 2
 DB0194  NGVD 29 (??/??/??)   84.665  (m)          277.77   (f) ADJUSTED    1 2
 DB0194
 DB0194.Superseded values are not recommended for survey control.
 DB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0194.See file dsdata.txt to determine how the superseded data were derived.
 DB0194
 DB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3966817568(NAD 83)
 DB0194_MARKER: DB = BENCH MARK DISK
 DB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0194_STAMPING: G 353 1960
 DB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0194+STABILITY: SURFACE MOTION
 DB0194
 DB0194  HISTORY     - Date     Condition        Report By
 DB0194  HISTORY     - 1960     MONUMENTED       CGS
 DB0194  HISTORY     - 1960     GOOD             CGS
 DB0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0194  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DB0194
 DB0194                          STATION DESCRIPTION
 DB0194
 DB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0194'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0194'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0194'AND GO 4.45 MILES TO A SIDE ROAD RIGHT AT HIGHWAY MILE POLE
 DB0194'15 AND THE STATION ON THE RIGHT.
 DB0194'
 DB0194'THE BENCH MARK STAMPED G 353 1960, IS A STANDARD
 DB0194'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DB0194'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 DB0194'WEST OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET NORTH OF A
 DB0194'POWER POLE AND ABOUT 2 FEET LOWER THAN THE STATION.
 DB0194'2 WHEEL DRIVE.
 DB0194
 DB0194                          STATION RECOVERY (1960)
 DB0194
 DB0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0194'4.8 MI E FROM ARABY.
 DB0194'0.4 MILE SOUTH ON PAVED ROAD FROM ARABY TO U.S. HIGHWAY 80,
 DB0194'THENCE 4.45 MILES EAST ON THE HIGHWAY TO HIGHWAY MILE POLE 15,
 DB0194'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70.07 FEET
 DB0194'WEST OF RUSTY 1960, 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 DB0194'2.2 FEET NORTH OF A POWER POLE, SET IN A CYLINDRICAL CONCRETE
 DB0194'POST PROJECTING 8 INCHES.
 DB0194
 DB0194                          STATION RECOVERY (1981)
 DB0194
 DB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0194'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0194'MARK BELIEVED DESTROYED.
 DB0194
 DB0194                          STATION RECOVERY (1981)
 DB0194
 DB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0194'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0194'MARK BELIEVED DESTROYED.
 DB0194
 DB0194                          STATION RECOVERY (1990)
 DB0194
 DB0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0783 ***********************************************************************
 DA0783  DESIGNATION -  G 353
 DA0783  PID         -  DA0783
 DA0783  STATE/COUNTY-  AZ/MARICOPA
 DA0783  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0783
 DA0783                         *CURRENT SURVEY CONTROL
 DA0783  ___________________________________________________________________
 DA0783* NAD 83(1986)-  32 35 36.     (N)    113 15 51.     (W)     SCALED    
 DA0783* NAVD 88     -       224.60   (+/-2cm)     736.9    (feet)  VERTCON   
 DA0783  ___________________________________________________________________
 DA0783  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DA0783
 DA0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0783
 DA0783.The horizontal coordinates were scaled from a topographic map and have
 DA0783.an estimated accuracy of +/- 6 seconds.
 DA0783
 DA0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0783.The vertical order pertains to the NGVD 29 superseded value.
 DA0783
 DA0783.The geoid height was determined by GEOID03.
 DA0783
 DA0783;                    North         East    Units  Estimated Accuracy
 DA0783;SPC AZ C     -   177,460.       86,870.      MT  (+/- 180 meters Scaled)
 DA0783
 DA0783                          SUPERSEDED SURVEY CONTROL
 DA0783
 DA0783  NGVD 29 (??/??/92)  223.983  (m)          734.85   (f) ADJ UNCH    2 0
 DA0783
 DA0783.Superseded values are not recommended for survey control.
 DA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0783.See file dsdata.txt to determine how the superseded data were derived.
 DA0783
 DA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB875084(NAD 83)
 DA0783_MARKER: DB = BENCH MARK DISK
 DA0783_SETTING: 66 = SET IN ROCK OUTCROP
 DA0783_SP_SET: ROCK OUTCROP
 DA0783_STAMPING: G 353 1961
 DA0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0783+STABILITY: POSITION/ELEVATION WELL
 DA0783
 DA0783  HISTORY     - Date     Condition        Report By
 DA0783  HISTORY     - 1961     MONUMENTED       CGS
 DA0783  HISTORY     - 1962     GOOD             NGS
 DA0783
 DA0783                          STATION DESCRIPTION
 DA0783
 DA0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0783'6.8 MI N FROM TONY TANK.
 DA0783'ABOUT 6.8 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0783'TONY TANK, 1.2 MILES SOUTHWEST OF AN ABANDONED RANCH HOUSE, 167 FEET
 DA0783'WEST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 10 FEET ABOVE THE
 DA0783'LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF THE EAST EDGE OF A ROCK
 DA0783'OUTCROP WHICH IS ON THE EAST SIDE OF A SMALL KNOLL AND PROJECTS 16
 DA0783'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0836 ***********************************************************************
 DA0836  DESIGNATION -  G 354
 DA0836  PID         -  DA0836
 DA0836  STATE/COUNTY-  AZ/MARICOPA
 DA0836  USGS QUAD   -  SENTINEL NE (1986)
 DA0836
 DA0836                         *CURRENT SURVEY CONTROL
 DA0836  ___________________________________________________________________
 DA0836* NAD 83(1986)-  32 53 30.     (N)    113 02 45.     (W)     SCALED    
 DA0836* NAVD 88     -       239.17   (+/-2cm)     784.7    (feet)  VERTCON   
 DA0836  ___________________________________________________________________
 DA0836  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0836
 DA0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0836
 DA0836.The horizontal coordinates were scaled from a topographic map and have
 DA0836.an estimated accuracy of +/- 6 seconds.
 DA0836
 DA0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0836.The vertical order pertains to the NGVD 29 superseded value.
 DA0836
 DA0836.The geoid height was determined by GEOID03.
 DA0836
 DA0836;                    North         East    Units  Estimated Accuracy
 DA0836;SPC AZ C     -   210,300.      107,720.      MT  (+/- 180 meters Scaled)
 DA0836
 DA0836                          SUPERSEDED SURVEY CONTROL
 DA0836
 DA0836  NGVD 29 (??/??/92)  238.555  (m)          782.66   (f) ADJ UNCH    2 0
 DA0836
 DA0836.Superseded values are not recommended for survey control.
 DA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0836.See file dsdata.txt to determine how the superseded data were derived.
 DA0836
 DA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB086411(NAD 83)
 DA0836_MARKER: DB = BENCH MARK DISK
 DA0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0836_STAMPING: G 354 1960
 DA0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0836+STABILITY: SURFACE MOTION
 DA0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0836+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0836
 DA0836  HISTORY     - Date     Condition        Report By
 DA0836  HISTORY     - 1960     MONUMENTED       CGS
 DA0836  HISTORY     - 20060128 GOOD             USPSQD
 DA0836
 DA0836                          STATION DESCRIPTION
 DA0836
 DA0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0836'9.9 MI E FROM SENTINEL.
 DA0836'9.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0836'220 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 2.8
 DA0836'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3.4 FEET WEST OF A METAL WITNESS
 DA0836'POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 11
 DA0836'INCHES.
 DA0836
 DA0836                          STATION RECOVERY (2006)
 DA0836
 DA0836'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0765 ***********************************************************************
 DA0765  DESIGNATION -  G 355
 DA0765  PID         -  DA0765
 DA0765  STATE/COUNTY-  AZ/MARICOPA
 DA0765  USGS QUAD   -  SENTINEL (1986)
 DA0765
 DA0765                         *CURRENT SURVEY CONTROL
 DA0765  ___________________________________________________________________
 DA0765* NAD 83(1986)-  32 46 08.     (N)    113 14 23.     (W)     SCALED    
 DA0765* NAVD 88     -       197.31   (+/-2cm)     647.3    (feet)  VERTCON   
 DA0765  ___________________________________________________________________
 DA0765  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0765
 DA0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0765
 DA0765.The horizontal coordinates were scaled from a topographic map and have
 DA0765.an estimated accuracy of +/- 6 seconds.
 DA0765
 DA0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0765.The vertical order pertains to the NGVD 29 superseded value.
 DA0765
 DA0765.The geoid height was determined by GEOID03.
 DA0765
 DA0765;                    North         East    Units  Estimated Accuracy
 DA0765;SPC AZ C     -   196,900.       89,400.      MT  (+/- 180 meters Scaled)
 DA0765
 DA0765                          SUPERSEDED SURVEY CONTROL
 DA0765
 DA0765  NGVD 29 (??/??/92)  196.711  (m)          645.38   (f) ADJ UNCH    2 0
 DA0765
 DA0765.Superseded values are not recommended for survey control.
 DA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0765.See file dsdata.txt to determine how the superseded data were derived.
 DA0765
 DA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB902278(NAD 83)
 DA0765_MARKER: DB = BENCH MARK DISK
 DA0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0765_SP_SET: CONCRETE BASE
 DA0765_STAMPING: G 355 1962
 DA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0765
 DA0765  HISTORY     - Date     Condition        Report By
 DA0765  HISTORY     - 1962     MONUMENTED       CGS
 DA0765
 DA0765                          STATION DESCRIPTION
 DA0765
 DA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0765'7.05 MI S FROM SENTINEL.
 DA0765'ABOUT 7.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0765'OVERPASS AT SENTINEL, 1.6 MILES SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0765'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 24 FEET WEST
 DA0765'OF THE CENTER LINE OF THE ROAD, 7.2 FEET WEST OF THE EAST LEG OF AN
 DA0765'OBSERVATION TOWER, ABOUT LEVEL WITH THE ROAD, AND SET FLUSH IN THE TOP
 DA0765'OF THE EAST END OF THE CONCRETE BASE OF A LADDER LEADING TO THE TOP
 DA0765'OF THE OBSERVATION TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0330 ***********************************************************************
 CG0330  DESIGNATION -  G 355
 CG0330  PID         -  CG0330
 CG0330  STATE/COUNTY-  AZ/PIMA
 CG0330  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0330
 CG0330                         *CURRENT SURVEY CONTROL
 CG0330  ___________________________________________________________________
 CG0330* NAD 83(1986)-  31 59 48.     (N)    110 38 08.     (W)     SCALED    
 CG0330* NAVD 88     -      1076.146  (meters)    3530.66   (feet)  ADJUSTED  
 CG0330  ___________________________________________________________________
 CG0330  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CG0330  DYNAMIC HT  -        1074.582 (meters)    3525.52  (feet)  COMP
 CG0330  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 CG0330
 CG0330  VERT ORDER  -  FIRST     CLASS II
 CG0330
 CG0330.The horizontal coordinates were scaled from a topographic map and have
 CG0330.an estimated accuracy of +/- 6 seconds.
 CG0330
 CG0330.The orthometric height was determined by differential leveling
 CG0330.and adjusted by the National Geodetic Survey in June 1991..
 CG0330
 CG0330.The geoid height was determined by GEOID03.
 CG0330
 CG0330.The dynamic height is computed by dividing the NAVD 88
 CG0330.geopotential number by the normal gravity value computed on the
 CG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0330.degrees latitude (g = 980.6199 gals.).
 CG0330
 CG0330.The modeled gravity was interpolated from observed gravity values.
 CG0330
 CG0330;                    North         East    Units  Estimated Accuracy
 CG0330;SPC AZ C     -   111,220.      334,410.      MT  (+/- 180 meters Scaled)
 CG0330
 CG0330                          SUPERSEDED SURVEY CONTROL
 CG0330
 CG0330  NGVD 29 (??/??/92) 1075.406  (m)         3528.23   (f) ADJ UNCH    1 2
 CG0330
 CG0330.Superseded values are not recommended for survey control.
 CG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0330.See file dsdata.txt to determine how the superseded data were derived.
 CG0330
 CG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA344401(NAD 83)
 CG0330_MARKER: DB = BENCH MARK DISK
 CG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0330_STAMPING: G 355 1960
 CG0330_PROJECTION: PROJECTING 23 CENTIMETERS
 CG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0330+STABILITY: SURFACE MOTION
 CG0330
 CG0330  HISTORY     - Date     Condition        Report By
 CG0330  HISTORY     - 1960     MONUMENTED       CGS
 CG0330  HISTORY     - 1976     GOOD             USGS
 CG0330  HISTORY     - 1979     GOOD             NGS
 CG0330
 CG0330                          STATION DESCRIPTION
 CG0330
 CG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0330'20.6 MI NW FROM BENSON.
 CG0330'20.6 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0330'TO HIGHWAY MILE POST 271, 102 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CG0330'EAST BOUND TRAFFIC LANE, 69 FEET SOUTHEAST OF THE MILE POST, 1.4 FEET
 CG0330'NORTHWEST OF A FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 CG0330'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 CG0330
 CG0330                          STATION RECOVERY (1976)
 CG0330
 CG0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0330'1.6 MI. W. ON U.S. HWY. 80 FROM POST OFFICE AT BENSON TO INTERCHANGE,
 CG0330'THENCE 19.0 MI W. ALONG I-HWY. 10. 3.2 MI E. OF JCT. 83 TO DRAIN
 CG0330'X-ING. ABOUT 200 FT SW. OF X-ING, 100 FT S. AND ABOUT LEVEL WITH
 CG0330'CENTERLINE OF EASTBOUND TRAFFIC LANE, 1.4 FT. N. OF RIGHT OF WAY
 CG0330'FENCE. SET IN TOP OF CYLINDRICAL CONCRETE POST PROJECTING 0.7 FT. NGS
 CG0330'DISK STAMPED G 335 1960.
 CG0330
 CG0330                          STATION RECOVERY (1979)
 CG0330
 CG0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0330'20.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0330'OVERPASS AT BENSON, AT THE WEST END OF A TURNOUT FOR THE EASTBOUND
 CG0330'TRAFFIC LANE, 102 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 CG0330'LANE, 242 FEET WEST OF MILE POST 285 AND 1.5 FEET NORTH OF THE SOUTH
 CG0330'RIGHT-OF-WAY FENCE.
 CG0330'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0330'THE MARK IS ABOVE LEVEL WITH FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0512 ***********************************************************************
 GR0512  DESIGNATION -  G 356
 GR0512  PID         -  GR0512
 GR0512  STATE/COUNTY-  AZ/MOHAVE
 GR0512  USGS QUAD   -  BOULDER CANYON (1983)
 GR0512
 GR0512                         *CURRENT SURVEY CONTROL
 GR0512  ___________________________________________________________________
 GR0512* NAD 83(1986)-  36 08 28.     (N)    114 32 00.     (W)     SCALED    
 GR0512* NAVD 88     -       377.274  (meters)    1237.77   (feet)  POSTED    
 GR0512  ___________________________________________________________________
 GR0512  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0512  DYNAMIC HT  -         376.910 (meters)    1236.58  (feet)  COMP
 GR0512  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GR0512
 GR0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0512
 GR0512.The horizontal coordinates were scaled from a topographic map and have
 GR0512.an estimated accuracy of +/- 6 seconds.
 GR0512
 GR0512.The orthometric height was determined by differential leveling
 GR0512.and adjusted by the National Geodetic Survey in 1992..
 GR0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0512.rate of 0.0 thru 1.0 mm/km.
 GR0512
 GR0512.The geoid height was determined by GEOID03.
 GR0512
 GR0512.The dynamic height is computed by dividing the NAVD 88
 GR0512.geopotential number by the normal gravity value computed on the
 GR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0512.degrees latitude (g = 980.6199 gals.).
 GR0512
 GR0512.The modeled gravity was interpolated from observed gravity values.
 GR0512
 GR0512;                    North         East    Units  Estimated Accuracy
 GR0512;SPC AZ W     -   570,470.      142,860.      MT  (+/- 180 meters Scaled)
 GR0512
 GR0512                          SUPERSEDED SURVEY CONTROL
 GR0512
 GR0512  NGVD 29 (??/??/92)  376.584  (m)         1235.51   (f) ADJ UNCH    1 2
 GR0512
 GR0512.Superseded values are not recommended for survey control.
 GR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0512.See file dsdata.txt to determine how the superseded data were derived.
 GR0512
 GR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA219024(NAD 83)
 GR0512_MARKER: DB = BENCH MARK DISK
 GR0512_SETTING: 80 = SET IN A BOULDER
 GR0512_SP_SET: BOULDER
 GR0512_STAMPING: G 356 1963
 GR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0512+STABILITY: SURFACE MOTION
 GR0512
 GR0512  HISTORY     - Date     Condition        Report By
 GR0512  HISTORY     - 1963     MONUMENTED       CGS
 GR0512  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0512
 GR0512                          STATION DESCRIPTION
 GR0512
 GR0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0512'5.9 MI NW FROM BONELLI LANDING.
 GR0512'5.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0512'BONELLI LANDING, ON TOP OF THE NORTHEAST END OF A HIGH ROCKY RIDGE, IN
 GR0512'THE TOP OF A 3 BY 3 FOOT BOULDER WHICH PROJECTS 1.0 FOOT ABOVE THE
 GR0512'GROUND, 4.1 FEET SOUTHWEST OF A WITNESS POST, AND CAN BE SEEN FROM A
 GR0512'BOAT.
 GR0512
 GR0512                          STATION RECOVERY (1979)
 GR0512
 GR0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0275 ***********************************************************************
 CG0275  DESIGNATION -  G 358
 CG0275  PID         -  CG0275
 CG0275  STATE/COUNTY-  AZ/PIMA
 CG0275  USGS QUAD   -  SAHUARITA (1981)
 CG0275
 CG0275                         *CURRENT SURVEY CONTROL
 CG0275  ___________________________________________________________________
 CG0275* NAD 83(1986)-  31 55 02.     (N)    110 59 16.     (W)     SCALED    
 CG0275* NAVD 88     -       870.48   (+/-2cm)    2855.9    (feet)  VERTCON   
 CG0275  ___________________________________________________________________
 CG0275  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0275
 CG0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0275
 CG0275.The horizontal coordinates were scaled from a topographic map and have
 CG0275.an estimated accuracy of +/- 6 seconds.
 CG0275
 CG0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0275.The vertical order pertains to the NGVD 29 superseded value.
 CG0275
 CG0275.The geoid height was determined by GEOID03.
 CG0275
 CG0275;                    North         East    Units  Estimated Accuracy
 CG0275;SPC AZ C     -   102,070.      301,210.      MT  (+/- 180 meters Scaled)
 CG0275
 CG0275                          SUPERSEDED SURVEY CONTROL
 CG0275
 CG0275  NGVD 29 (??/??/92)  869.788  (m)         2853.63   (f) ADJ UNCH    2 0
 CG0275
 CG0275.Superseded values are not recommended for survey control.
 CG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0275.See file dsdata.txt to determine how the superseded data were derived.
 CG0275
 CG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA011312(NAD 83)
 CG0275_MARKER: DB = BENCH MARK DISK
 CG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0275_STAMPING: G 358 1960
 CG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0275+STABILITY: SURFACE MOTION
 CG0275
 CG0275  HISTORY     - Date     Condition        Report By
 CG0275  HISTORY     - 1960     MONUMENTED       CGS
 CG0275  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0275  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 CG0275
 CG0275                          STATION DESCRIPTION
 CG0275
 CG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0275'2.5 MI SW FROM SAHUARITA.
 CG0275'0.75 MILE WEST OF THE POST OFFICE AT SAHUARITA, ARIZONA, ON GRAVEL
 CG0275'ROAD, THENCE 1.8 MILES SOUTHWEST ON GRAVEL ROAD TO INTERSTATE HIGHWAY
 CG0275'19, THENCE 1.4 MILES SOUTH ON INTERSTATE HIGHWAY 19, 24 FEET SOUTH OF
 CG0275'TRAIL ROAD, 172 FEET WEST OF CENTER OF HIGHWAY, 3 FEET WEST OF WITNESS
 CG0275'POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 2
 CG0275'INCHES.
 CG0275
 CG0275                          STATION RECOVERY (1976)
 CG0275
 CG0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0275'MARK NOT FOUND.
 CG0275
 CG0275                          STATION RECOVERY (1995)
 CG0275
 CG0275'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0179 ***********************************************************************
 GQ0179  DESIGNATION -  G 359
 GQ0179  PID         -  GQ0179
 GQ0179  STATE/COUNTY-  AZ/MOHAVE
 GQ0179  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0179
 GQ0179                         *CURRENT SURVEY CONTROL
 GQ0179  ___________________________________________________________________
 GQ0179* NAD 83(1986)-  36 57 59.     (N)    113 45 32.     (W)     SCALED    
 GQ0179* NAVD 88     -       686.941  (meters)    2253.74   (feet)  POSTED    
 GQ0179  ___________________________________________________________________
 GQ0179  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 GQ0179  DYNAMIC HT  -         686.220 (meters)    2251.37  (feet)  COMP
 GQ0179  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 GQ0179
 GQ0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0179
 GQ0179.The horizontal coordinates were scaled from a topographic map and have
 GQ0179.an estimated accuracy of +/- 6 seconds.
 GQ0179
 GQ0179.The orthometric height was determined by differential leveling
 GQ0179.and adjusted by the National Geodetic Survey in 1992..
 GQ0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0179.rate of 1.1 thru 2.0 mm/km.
 GQ0179
 GQ0179.The geoid height was determined by GEOID03.
 GQ0179
 GQ0179.The dynamic height is computed by dividing the NAVD 88
 GQ0179.geopotential number by the normal gravity value computed on the
 GQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0179.degrees latitude (g = 980.6199 gals.).
 GQ0179
 GQ0179.The modeled gravity was interpolated from observed gravity values.
 GQ0179
 GQ0179;                    North         East    Units  Estimated Accuracy
 GQ0179;SPC AZ W     -   661,760.      212,570.      MT  (+/- 180 meters Scaled)
 GQ0179
 GQ0179                          SUPERSEDED SURVEY CONTROL
 GQ0179
 GQ0179  NGVD 29 (??/??/92)  686.126  (m)         2251.07   (f) ADJ UNCH    2 0
 GQ0179
 GQ0179.Superseded values are not recommended for survey control.
 GQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0179.See file dsdata.txt to determine how the superseded data were derived.
 GQ0179
 GQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF543947(NAD 83)
 GQ0179_MARKER: DB = BENCH MARK DISK
 GQ0179_SETTING: 80 = SET IN A BOULDER
 GQ0179_SP_SET: BOULDER
 GQ0179_STAMPING: G 359 1960
 GQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0179+STABILITY: SURFACE MOTION
 GQ0179
 GQ0179  HISTORY     - Date     Condition        Report By
 GQ0179  HISTORY     - 1960     MONUMENTED       CGS
 GQ0179  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0179
 GQ0179                          STATION DESCRIPTION
 GQ0179
 GQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0179'24.15 MI SW FROM ST GEORGE, UT.
 GQ0179'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0179'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0179'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0179'A Y-FORK, (THIS FORK IS 0.5 MILES SOUTHEAST OF THE UTAH-ARIZONA
 GQ0179'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0179'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0179'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0179'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 3.2
 GQ0179'MILES TO A YELLOW PAINTED B.M. ON ROCK AND THE MARK 60 FEET NORTHWEST
 GQ0179'OF THE RIVER BANK, 30 FEET SOUTHWEST OF A GROUP OF WILLOW TREES AND 20
 GQ0179'FEET EAST OF A CLIFF CEMENTED IN A BOULDER.
 GQ0179
 GQ0179                          STATION RECOVERY (1982)
 GQ0179
 GQ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0526 ***********************************************************************
 DA0526  DESIGNATION -  G 36
 DA0526  PID         -  DA0526
 DA0526  STATE/COUNTY-  AZ/MARICOPA
 DA0526  USGS QUAD   -  MIDWAY (1986)
 DA0526
 DA0526                         *CURRENT SURVEY CONTROL
 DA0526  ___________________________________________________________________
 DA0526* NAD 83(1986)-  32 41 30.     (N)    112 50 29.     (W)     SCALED    
 DA0526* NAVD 88     -       328.066  (meters)    1076.33   (feet)  ADJUSTED  
 DA0526  ___________________________________________________________________
 DA0526  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA0526  DYNAMIC HT  -         327.669 (meters)    1075.03  (feet)  COMP
 DA0526  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 DA0526
 DA0526  VERT ORDER  -  FIRST     CLASS II
 DA0526
 DA0526.The horizontal coordinates were scaled from a topographic map and have
 DA0526.an estimated accuracy of +/- 6 seconds.
 DA0526
 DA0526.The orthometric height was determined by differential leveling
 DA0526.and adjusted by the National Geodetic Survey in June 1991..
 DA0526
 DA0526.The geoid height was determined by GEOID03.
 DA0526
 DA0526.The dynamic height is computed by dividing the NAVD 88
 DA0526.geopotential number by the normal gravity value computed on the
 DA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0526.degrees latitude (g = 980.6199 gals.).
 DA0526
 DA0526.The modeled gravity was interpolated from observed gravity values.
 DA0526
 DA0526;                    North         East    Units  Estimated Accuracy
 DA0526;SPC AZ C     -   187,940.      126,650.      MT  (+/- 180 meters Scaled)
 DA0526
 DA0526                          SUPERSEDED SURVEY CONTROL
 DA0526
 DA0526  NGVD 29 (??/??/92)  327.431  (m)         1074.25   (f) ADJ UNCH    1 2
 DA0526
 DA0526.Superseded values are not recommended for survey control.
 DA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0526.See file dsdata.txt to determine how the superseded data were derived.
 DA0526
 DA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB273186(NAD 83)
 DA0526_MARKER: DB = BENCH MARK DISK
 DA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0526_STAMPING: G 36 1933 1074.315
 DA0526_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0526+STABILITY: SURFACE MOTION
 DA0526
 DA0526  HISTORY     - Date     Condition        Report By
 DA0526  HISTORY     - 1933     MONUMENTED       CGS
 DA0526  HISTORY     - 1953     GOOD             NGS
 DA0526  HISTORY     - 1980     GOOD             NGS
 DA0526
 DA0526                          STATION DESCRIPTION
 DA0526
 DA0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0526'19.3 MI S FROM GILA BEND.
 DA0526'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0526'COMPANY RAILROAD STATION AT GILA BEND, THENCE 4.3 MILES SOUTH ALONG
 DA0526'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 0.35 MILE NORTH OF A ROAD
 DA0526'CROSSING, 13 1/2 POLES SOUTH OF MILEPOLE 19, 96.2 FEET WEST OF THE
 DA0526'WEST RAIL, 89 1/2 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW
 DA0526'OF POLES, 63 1/2 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY,
 DA0526'2.4 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK,
 DA0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0526'GROUND.
 DA0526
 DA0526                          STATION RECOVERY (1980)
 DA0526
 DA0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0526'30.7 KM (19.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0526'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3
 DA0526'MI) NORTHEAST OF A ROAD CROSSING, 13-1/2 TELEGRAPH POLES SOUTHWEST
 DA0526'OF RAILWAY MILEPOLE 19, SET IN LINE WITH A ROW OF IRON TELEGRAPH
 DA0526'POLES, 29.3 METERS 896.2 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA0526'TRACKS, 30.5 METERS (100 FT) NORTHEAST OF THE TELEGRAPH POLE, 27.3
 DA0526'METERS (89.5 FT) SOUTHWEST OF A TELEGRAPH POLE, 17.4 METERS (57.0
 DA0526'FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD.
 DA0526'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0526'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0021 ***********************************************************************
 DA0021  DESIGNATION -  G 360
 DA0021  PID         -  DA0021
 DA0021  STATE/COUNTY-  AZ/MARICOPA
 DA0021  USGS QUAD   -  ESTRELLA (1979)
 DA0021
 DA0021                         *CURRENT SURVEY CONTROL
 DA0021  ___________________________________________________________________
 DA0021* NAD 83(1986)-  32 59 51.     (N)    112 25 27.     (W)     SCALED    
 DA0021* NAVD 88     -       464.062  (meters)    1522.51   (feet)  ADJUSTED  
 DA0021  ___________________________________________________________________
 DA0021  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0021  DYNAMIC HT  -         463.495 (meters)    1520.65  (feet)  COMP
 DA0021  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 DA0021
 DA0021  VERT ORDER  -  FIRST     CLASS II
 DA0021
 DA0021.The horizontal coordinates were scaled from a topographic map and have
 DA0021.an estimated accuracy of +/- 6 seconds.
 DA0021
 DA0021.The orthometric height was determined by differential leveling
 DA0021.and adjusted by the National Geodetic Survey in June 1991..
 DA0021
 DA0021.The geoid height was determined by GEOID03.
 DA0021
 DA0021.The dynamic height is computed by dividing the NAVD 88
 DA0021.geopotential number by the normal gravity value computed on the
 DA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0021.degrees latitude (g = 980.6199 gals.).
 DA0021
 DA0021.The modeled gravity was interpolated from observed gravity values.
 DA0021
 DA0021;                    North         East    Units  Estimated Accuracy
 DA0021;SPC AZ C     -   221,590.      165,940.      MT  (+/- 180 meters Scaled)
 DA0021
 DA0021                          SUPERSEDED SURVEY CONTROL
 DA0021
 DA0021  NGVD 29 (??/??/92)  463.417  (m)         1520.39   (f) ADJ UNCH    1 2
 DA0021
 DA0021.Superseded values are not recommended for survey control.
 DA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0021.See file dsdata.txt to determine how the superseded data were derived.
 DA0021
 DA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB669519(NAD 83)
 DA0021_MARKER: DB = BENCH MARK DISK
 DA0021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0021_SP_SET: 15 FT.
 DA0021_STAMPING: G 360 1967
 DA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0021
 DA0021  HISTORY     - Date     Condition        Report By
 DA0021  HISTORY     - 1967     MONUMENTED       CGS
 DA0021  HISTORY     - 1980     GOOD             NGS
 DA0021  HISTORY     - 1980     GOOD             NGS
 DA0021
 DA0021                          STATION DESCRIPTION
 DA0021
 DA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0021'9.75 MI W FROM MOBILE.
 DA0021'9.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0021'ELEMENTARY SCHOOL AT MOBILE, 0.5 MILE NORTHEAST OF MILEPOST 864, 38
 DA0021'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 61 FEET
 DA0021'NORTHWEST AND ACROSS THE TRACKS FROM A SMALL METAL BUILDING, 31 FEET
 DA0021'WEST OF AN ELECTRIC SIGNAL BOX AT THE SOUTHWEST END OF THE ESTRELLA
 DA0021'SIDING, 6 FEET NORTHEAST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF
 DA0021'POLES, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DA0021'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 DA0021'ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 5-INCH
 DA0021'IRON PIPE WHICH PROJECTS 5 INCHES.
 DA0021
 DA0021                          STATION RECOVERY (1980)
 DA0021
 DA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0021'RECOVERED IN GOOD CONDITION.
 DA0021
 DA0021                          STATION RECOVERY (1980)
 DA0021
 DA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0818 ***********************************************************************
 DV0818  DESIGNATION -  G 361
 DV0818  PID         -  DV0818
 DV0818  STATE/COUNTY-  AZ/MARICOPA
 DV0818  USGS QUAD   -  COTTON CENTER (1973)
 DV0818
 DV0818                         *CURRENT SURVEY CONTROL
 DV0818  ___________________________________________________________________
 DV0818* NAD 83(1986)-  33 03 28.     (N)    112 39 58.     (W)     SCALED    
 DV0818* NAVD 88     -       210.317  (meters)     690.01   (feet)  ADJUSTED  
 DV0818  ___________________________________________________________________
 DV0818  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV0818  DYNAMIC HT  -         210.071 (meters)     689.21  (feet)  COMP
 DV0818  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 DV0818
 DV0818  VERT ORDER  -  FIRST     CLASS II
 DV0818
 DV0818.The horizontal coordinates were scaled from a topographic map and have
 DV0818.an estimated accuracy of +/- 6 seconds.
 DV0818
 DV0818.The orthometric height was determined by differential leveling
 DV0818.and adjusted by the National Geodetic Survey in June 1991..
 DV0818
 DV0818.The geoid height was determined by GEOID03.
 DV0818
 DV0818.The dynamic height is computed by dividing the NAVD 88
 DV0818.geopotential number by the normal gravity value computed on the
 DV0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0818.degrees latitude (g = 980.6199 gals.).
 DV0818
 DV0818.The modeled gravity was interpolated from observed gravity values.
 DV0818
 DV0818;                    North         East    Units  Estimated Accuracy
 DV0818;SPC AZ C     -   228,410.      143,370.      MT  (+/- 180 meters Scaled)
 DV0818
 DV0818                          SUPERSEDED SURVEY CONTROL
 DV0818
 DV0818  NGVD 29 (??/??/92)  209.688  (m)          687.95   (f) ADJ UNCH    1 2
 DV0818
 DV0818.Superseded values are not recommended for survey control.
 DV0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0818.See file dsdata.txt to determine how the superseded data were derived.
 DV0818
 DV0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444589(NAD 83)
 DV0818_MARKER: DB = BENCH MARK DISK
 DV0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0818_STAMPING: G 361 1967
 DV0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0818+STABILITY: SURFACE MOTION
 DV0818
 DV0818  HISTORY     - Date     Condition        Report By
 DV0818  HISTORY     - 1967     MONUMENTED       CGS
 DV0818  HISTORY     - 1968     GOOD             NGS
 DV0818  HISTORY     - 1981     GOOD             NGS
 DV0818  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0818  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 DV0818
 DV0818                          STATION DESCRIPTION
 DV0818
 DV0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0818'8.9 MI N FROM GILA BEND.
 DV0818'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0818'GILA BEND, THENCE 8.05 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0818'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 28, T 4 S, R 4 W, ABOUT 0.1
 DV0818'MILE NORTH OF A DIP IN THE HIGHWAY AND A CROSSING OF THE HIGHWAY AND A
 DV0818'POWER LINE, 47 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 38 1/2
 DV0818'FEET SOUTH OF A TRAIL ROAD LEADING WEST, 50 FEET SOUTH OF POWER POLE
 DV0818'NUMBER 71, 1 1/2 FEET EAST OF A FENCE, 1.2 FEET WEST OF A METAL
 DV0818'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 DV0818'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0818
 DV0818                          STATION RECOVERY (1968)
 DV0818
 DV0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DV0818'RECOVERED IN GOOD CONDITION.
 DV0818
 DV0818                          STATION RECOVERY (1981)
 DV0818
 DV0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0818'RECOVERED IN GOOD CONDITION.
 DV0818
 DV0818                          STATION RECOVERY (2006)
 DV0818
 DV0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0818'NOT FOUND.  REGRADED.  ALL BELIEVED DESTROYED.
 DV0818
 DV0818                          STATION RECOVERY (2006)
 DV0818
 DV0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0818'NOT FOUND.  FENCE GONE.  REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0769 ***********************************************************************
 DV0769  DESIGNATION -  G 362
 DV0769  PID         -  DV0769
 DV0769  STATE/COUNTY-  AZ/MARICOPA
 DV0769  USGS QUAD   -  TONOPAH (1984)
 DV0769
 DV0769                         *CURRENT SURVEY CONTROL
 DV0769  ___________________________________________________________________
 DV0769* NAD 83(1986)-  33 25 49.     (N)    112 52 40.     (W)     SCALED    
 DV0769* NAVD 88     -       306.322  (meters)    1004.99   (feet)  ADJUSTED  
 DV0769  ___________________________________________________________________
 DV0769  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0769  DYNAMIC HT  -         305.968 (meters)    1003.83  (feet)  COMP
 DV0769  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DV0769
 DV0769  VERT ORDER  -  FIRST     CLASS II
 DV0769
 DV0769.The horizontal coordinates were scaled from a topographic map and have
 DV0769.an estimated accuracy of +/- 6 seconds.
 DV0769
 DV0769.The orthometric height was determined by differential leveling
 DV0769.and adjusted by the National Geodetic Survey in June 1991..
 DV0769
 DV0769.The geoid height was determined by GEOID03.
 DV0769
 DV0769.The dynamic height is computed by dividing the NAVD 88
 DV0769.geopotential number by the normal gravity value computed on the
 DV0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0769.degrees latitude (g = 980.6199 gals.).
 DV0769
 DV0769.The modeled gravity was interpolated from observed gravity values.
 DV0769
 DV0769;                    North         East    Units  Estimated Accuracy
 DV0769;SPC AZ C     -   269,880.      123,990.      MT  (+/- 180 meters Scaled)
 DV0769
 DV0769                          SUPERSEDED SURVEY CONTROL
 DV0769
 DV0769  NGVD 29 (??/??/92)  305.706  (m)         1002.97   (f) ADJ UNCH    1 2
 DV0769
 DV0769.Superseded values are not recommended for survey control.
 DV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0769.See file dsdata.txt to determine how the superseded data were derived.
 DV0769
 DV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC254005(NAD 83)
 DV0769_MARKER: DB = BENCH MARK DISK
 DV0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0769_STAMPING: G 362 1967
 DV0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0769+STABILITY: SURFACE MOTION
 DV0769
 DV0769  HISTORY     - Date     Condition        Report By
 DV0769  HISTORY     - 1967     MONUMENTED       CGS
 DV0769  HISTORY     - 1981     GOOD             NGS
 DV0769
 DV0769                          STATION DESCRIPTION
 DV0769
 DV0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0769'10.7 MI NW FROM HASSAYAMPA.
 DV0769'10.7 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0769'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 16, T 1 N, R 6 W,
 DV0769'0.4 MILE SOUTHEAST OF A FARMHOUSE AND A METAL WINDMILL.  100 YARDS
 DV0769'NORTH AND ACROSS THE HIGHWAY FROM THE BASE OF A ROCK COVERED HILL, 45
 DV0769'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET WEST OF
 DV0769'POWER POLE NUMBER 365, IN LINE WITH A ROW OF POWER POLES, 2.0 FEET
 DV0769'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0769'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7
 DV0769'INCHES.
 DV0769
 DV0769                          STATION RECOVERY (1981)
 DV0769
 DV0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0989 ***********************************************************************
 CZ0989  DESIGNATION -  G 363
 CZ0989  PID         -  CZ0989
 CZ0989  STATE/COUNTY-  AZ/PINAL
 CZ0989  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0989
 CZ0989                         *CURRENT SURVEY CONTROL
 CZ0989  ___________________________________________________________________
 CZ0989* NAD 83(1986)-  32 53 33.     (N)    111 46 58.     (W)     SCALED    
 CZ0989* NAVD 88     -       419.244  (meters)    1375.47   (feet)  ADJUSTED  
 CZ0989  ___________________________________________________________________
 CZ0989  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ0989  DYNAMIC HT  -         418.733 (meters)    1373.79  (feet)  COMP
 CZ0989  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 CZ0989  OBS GRAVITY -     979,408.8   (mgal)                       GRAV_OBS
 CZ0989
 CZ0989  VERT ORDER  -  FIRST     CLASS II
 CZ0989
 CZ0989.The horizontal coordinates were scaled from a topographic map and have
 CZ0989.an estimated accuracy of +/- 6 seconds.
 CZ0989
 CZ0989.The orthometric height was determined by differential leveling
 CZ0989.and adjusted by the National Geodetic Survey in June 1991..
 CZ0989
 CZ0989.The geoid height was determined by GEOID03.
 CZ0989
 CZ0989.The dynamic height is computed by dividing the NAVD 88
 CZ0989.geopotential number by the normal gravity value computed on the
 CZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0989.degrees latitude (g = 980.6199 gals.).
 CZ0989
 CZ0989.The modeled gravity was interpolated from observed gravity values.
 CZ0989.The observed gravity was obtained from relative gravimeter ties
 CZ0989.to the IGSN71 gravity network.
 CZ0989
 CZ0989;                    North         East    Units  Estimated Accuracy
 CZ0989;SPC AZ C     -   209,840.      225,890.      MT  (+/- 180 meters Scaled)
 CZ0989
 CZ0989                          SUPERSEDED SURVEY CONTROL
 CZ0989
 CZ0989  NGVD 29 (??/??/92)  418.643  (m)         1373.50   (f) ADJ UNCH    1 2
 CZ0989
 CZ0989.Superseded values are not recommended for survey control.
 CZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0989.See file dsdata.txt to determine how the superseded data were derived.
 CZ0989
 CZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB267396(NAD 83)
 CZ0989_MARKER: DB = BENCH MARK DISK
 CZ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0989_STAMPING: G 363 1967
 CZ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0989+STABILITY: SURFACE MOTION
 CZ0989
 CZ0989  HISTORY     - Date     Condition        Report By
 CZ0989  HISTORY     - 1967     MONUMENTED       CGS
 CZ0989  HISTORY     - 1980     GOOD             NGS
 CZ0989  HISTORY     - 1980     GOOD             NGS
 CZ0989
 CZ0989                          STATION DESCRIPTION
 CZ0989
 CZ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0989'2.0 MI NW FROM CASA GRANDE.
 CZ0989'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0989'STATION AT CASA GRANDE, IN S 24, T 6 S, R 5 E, 3 1/4 POLES NORTHWEST
 CZ0989'OF MILEPOST 917, 73 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0989'TRACKS, 57 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH
 CZ0989'PARALLELS THE TRACKS, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET
 CZ0989'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CZ0989'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ0989
 CZ0989                          STATION RECOVERY (1980)
 CZ0989
 CZ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0989'RECOVERED IN GOOD CONDITION.
 CZ0989
 CZ0989                          STATION RECOVERY (1980)
 CZ0989
 CZ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0539 ***********************************************************************
 DU0539  DESIGNATION -  G 364
 DU0539  PID         -  DU0539
 DU0539  STATE/COUNTY-  AZ/PINAL
 DU0539  USGS QUAD   -  FLORENCE (1981)
 DU0539
 DU0539                         *CURRENT SURVEY CONTROL
 DU0539  ___________________________________________________________________
 DU0539* NAD 83(1986)-  33 02 14.     (N)    111 22 37.     (W)     SCALED    
 DU0539* NAVD 88     -       455.057  (meters)    1492.97   (feet)  ADJUSTED  
 DU0539  ___________________________________________________________________
 DU0539  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0539  DYNAMIC HT  -         454.498 (meters)    1491.13  (feet)  COMP
 DU0539  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 DU0539  OBS GRAVITY -     979,394.5   (mgal)                       GRAV_OBS
 DU0539
 DU0539  VERT ORDER  -  FIRST     CLASS II
 DU0539
 DU0539.The horizontal coordinates were scaled from a topographic map and have
 DU0539.an estimated accuracy of +/- 6 seconds.
 DU0539
 DU0539.The orthometric height was determined by differential leveling
 DU0539.and adjusted by the National Geodetic Survey in November 1993..
 DU0539
 DU0539.The geoid height was determined by GEOID03.
 DU0539
 DU0539.The dynamic height is computed by dividing the NAVD 88
 DU0539.geopotential number by the normal gravity value computed on the
 DU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0539.degrees latitude (g = 980.6199 gals.).
 DU0539
 DU0539.The modeled gravity was interpolated from observed gravity values.
 DU0539.The observed gravity was obtained from relative gravimeter ties
 DU0539.to the IGSN71 gravity network.
 DU0539
 DU0539;                    North         East    Units  Estimated Accuracy
 DU0539;SPC AZ C     -   226,010.      263,770.      MT  (+/- 180 meters Scaled)
 DU0539
 DU0539                          SUPERSEDED SURVEY CONTROL
 DU0539
 DU0539  NGVD 29 (??/??/92)  454.481  (m)         1491.08   (f) ADJ UNCH    1 2
 DU0539
 DU0539.Superseded values are not recommended for survey control.
 DU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0539.See file dsdata.txt to determine how the superseded data were derived.
 DU0539
 DU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB648554(NAD 83)
 DU0539_MARKER: DB = BENCH MARK DISK
 DU0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0539_SP_SET: COPPER-CLAD STEEL ROD
 DU0539_STAMPING: G 364 1967
 DU0539_MARK LOGO: CGS   
 DU0539_PROJECTION: PROJECTING 5 CENTIMETERS
 DU0539_MAGNETIC: I = MARKER IS A STEEL ROD
 DU0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0539+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1992
 DU0539_ROD/PIPE-DEPTH: 8.5  meters
 DU0539
 DU0539  HISTORY     - Date     Condition        Report By
 DU0539  HISTORY     - 1967     MONUMENTED       CGS
 DU0539  HISTORY     - 19920110 GOOD             NGS
 DU0539
 DU0539                          STATION DESCRIPTION
 DU0539
 DU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0539'0.6 MI NE FROM FLORENCE.
 DU0539'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0539'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0539'89 BUSINESS ROUTE, IN S 36, T 4 S, R 9 E, AT THE JUNCTION OF 5TH
 DU0539'STREET AND U.S. HIGHWAY 80-89, 46 FEET EAST OF THE CENTER LINE OF U.S.
 DU0539'HIGHWAY 80-89, 21 FEET NORTH OF THE EXTENDED CENTER LINE OF 5TH
 DU0539'STREET, 14 1/2 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 2 FEET SOUTH
 DU0539'OF THE MORE EASTERLY OF TWO POWER POLES, 1.0 FOOT NORTH OF A METAL
 DU0539'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DU0539'DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 DU0539'PROJECTING 2 INCHES.
 DU0539
 DU0539                          STATION RECOVERY (1992)
 DU0539
 DU0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0539'IN FLORENCE, AT THE INTERSECTION OF RUGGLES AVENUE (U.S. HIGHWAY 89
 DU0539'BUSINESS) AND PINAL PARKWAY (U.S. HIGHWAY 89), 8.7 M (28.5 FT) EAST
 DU0539'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU0539'PARKWAY, 6.7 M (22.0 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 DU0539'AVENUE, 4.2 M (13.8 FT) SOUTHEAST OF A UTILITY BRACE POLE WITH A GUY
 DU0539'CABLE, 0.6 M (2.0 FT) SOUTHEAST OF A UTILITY JUNCTION BOX, AND 0.3 M
 DU0539'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 DU0539'5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0062 ***********************************************************************
 DV0062  DESIGNATION -  G 365
 DV0062  PID         -  DV0062
 DV0062  STATE/COUNTY-  AZ/MARICOPA
 DV0062  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0062
 DV0062                         *CURRENT SURVEY CONTROL
 DV0062  ___________________________________________________________________
 DV0062* NAD 83(1986)-  33 40 00.     (N)    112 14 17.     (W)     SCALED    
 DV0062* NAVD 88     -       383.043  (meters)    1256.70   (feet)  ADJUSTED  
 DV0062  ___________________________________________________________________
 DV0062  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0062  DYNAMIC HT  -         382.599 (meters)    1255.24  (feet)  COMP
 DV0062  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0062
 DV0062  VERT ORDER  -  FIRST     CLASS II
 DV0062
 DV0062.The horizontal coordinates were scaled from a topographic map and have
 DV0062.an estimated accuracy of +/- 6 seconds.
 DV0062
 DV0062.The orthometric height was determined by differential leveling
 DV0062.and adjusted by the National Geodetic Survey in June 1991..
 DV0062
 DV0062.The geoid height was determined by GEOID03.
 DV0062
 DV0062.The dynamic height is computed by dividing the NAVD 88
 DV0062.geopotential number by the normal gravity value computed on the
 DV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0062.degrees latitude (g = 980.6199 gals.).
 DV0062
 DV0062.The modeled gravity was interpolated from observed gravity values.
 DV0062
 DV0062;                    North         East    Units  Estimated Accuracy
 DV0062;SPC AZ C     -   295,730.      183,560.      MT  (+/- 180 meters Scaled)
 DV0062
 DV0062                          SUPERSEDED SURVEY CONTROL
 DV0062
 DV0062  NGVD 29 (??/??/92)  382.563  (m)         1255.13   (f) ADJ UNCH    1 2
 DV0062
 DV0062.Superseded values are not recommended for survey control.
 DV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0062.See file dsdata.txt to determine how the superseded data were derived.
 DV0062
 DV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852258(NAD 83)
 DV0062_MARKER: DB = BENCH MARK DISK
 DV0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0062_SP_SET: FOUNDATION
 DV0062_STAMPING: G 365 1967
 DV0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0062
 DV0062  HISTORY     - Date     Condition        Report By
 DV0062  HISTORY     - 1967     MONUMENTED       CGS
 DV0062  HISTORY     - 1981     GOOD             NGS
 DV0062  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0062
 DV0062                          STATION DESCRIPTION
 DV0062
 DV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0062'7.5 MI NE FROM SUN CITY.
 DV0062'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0062'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 27, T 4
 DV0062'N, R 1 E, 92 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 DV0062'AND 83RD AVENUE, 62 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 DV0062'ROAD, 70 FEET WEST OF THE CENTER LINE OF 83RD AVENUE, SET IN THE TOP
 DV0062'OF THE NORTH CORNER OF THE CONCRETE FOUNDATION FOR ELECTRIC IRRIGATION
 DV0062'PUMP NUMBER 5, ABOUT LEVEL WITH THE GROUND, 17 FEET SOUTHWEST OF THE
 DV0062'MORE SOUTHERLY OF 2 POLES BEARING 3 TRANSFORMERS, AND ABOUT 1 FOOT
 DV0062'ABOVE THE LEVEL OF THE ROADS.
 DV0062
 DV0062                          STATION RECOVERY (1981)
 DV0062
 DV0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0062'RECOVERED IN GOOD CONDITION.
 DV0062
 DV0062                          STATION RECOVERY (2002)
 DV0062
 DV0062'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0087 ***********************************************************************
 DV0087  DESIGNATION -  G 366
 DV0087  PID         -  DV0087
 DV0087  STATE/COUNTY-  AZ/MARICOPA
 DV0087  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0087
 DV0087                         *CURRENT SURVEY CONTROL
 DV0087  ___________________________________________________________________
 DV0087* NAD 83(1986)-  33 41 08.     (N)    112 24 39.     (W)     SCALED    
 DV0087* NAVD 88     -       408.746  (meters)    1341.03   (feet)  ADJUSTED  
 DV0087  ___________________________________________________________________
 DV0087  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0087  DYNAMIC HT  -         408.270 (meters)    1339.47  (feet)  COMP
 DV0087  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DV0087
 DV0087  VERT ORDER  -  FIRST     CLASS II
 DV0087
 DV0087.The horizontal coordinates were scaled from a topographic map and have
 DV0087.an estimated accuracy of +/- 6 seconds.
 DV0087
 DV0087.The orthometric height was determined by differential leveling
 DV0087.and adjusted by the National Geodetic Survey in June 1991..
 DV0087
 DV0087.The geoid height was determined by GEOID03.
 DV0087
 DV0087.The dynamic height is computed by dividing the NAVD 88
 DV0087.geopotential number by the normal gravity value computed on the
 DV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0087.degrees latitude (g = 980.6199 gals.).
 DV0087
 DV0087.The modeled gravity was interpolated from observed gravity values.
 DV0087
 DV0087;                    North         East    Units  Estimated Accuracy
 DV0087;SPC AZ C     -   297,890.      167,540.      MT  (+/- 180 meters Scaled)
 DV0087
 DV0087                          SUPERSEDED SURVEY CONTROL
 DV0087
 DV0087  NGVD 29 (??/??/92)  408.177  (m)         1339.16   (f) ADJ UNCH    1 2
 DV0087
 DV0087.Superseded values are not recommended for survey control.
 DV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0087.See file dsdata.txt to determine how the superseded data were derived.
 DV0087
 DV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC692281(NAD 83)
 DV0087_MARKER: DB = BENCH MARK DISK
 DV0087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0087_SP_SET: 18 FEET
 DV0087_STAMPING: G 366 1967
 DV0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0087
 DV0087  HISTORY     - Date     Condition        Report By
 DV0087  HISTORY     - 1967     MONUMENTED       CGS
 DV0087  HISTORY     - 1981     GOOD             NGS
 DV0087
 DV0087                          STATION DESCRIPTION
 DV0087
 DV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0087'7.0 MI NW FROM EL MIRAGE.
 DV0087'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0087'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, IN SECTION 13, T 4 N, R
 DV0087'2 W, 67 YARDS WEST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAYS
 DV0087'60, 70 AND 89, STATE HIGHWAY 93 AND CANAL ROAD, 95 1/2 FEET SOUTHWEST
 DV0087'OF THE CENTER LINE OF THE HIGHWAYS, 130 FEET WEST OF THE NORTHWEST END
 DV0087'OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAYS,
 DV0087'18 1/2 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 DV0087'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 DV0087'LEVEL OF THE HIGHWAYS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DV0087'THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH IRON
 DV0087'PIPE WHICH PROJECTS 8 INCHES.
 DV0087
 DV0087                          STATION RECOVERY (1981)
 DV0087
 DV0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0636 ***********************************************************************
 CG0636  DESIGNATION -  G 38
 CG0636  PID         -  CG0636
 CG0636  STATE/COUNTY-  AZ/PIMA
 CG0636  USGS QUAD   -  SELLS EAST (1982)
 CG0636
 CG0636                         *CURRENT SURVEY CONTROL
 CG0636  ___________________________________________________________________
 CG0636* NAD 83(1986)-  31 56 31.     (N)    111 46 03.     (W)     SCALED    
 CG0636* NAVD 88     -       811.63   (+/-2cm)    2662.8    (feet)  VERTCON   
 CG0636  ___________________________________________________________________
 CG0636  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CG0636
 CG0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0636
 CG0636.The horizontal coordinates were scaled from a topographic map and have
 CG0636.an estimated accuracy of +/- 6 seconds.
 CG0636
 CG0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0636.The vertical order pertains to the NGVD 29 superseded value.
 CG0636
 CG0636.The geoid height was determined by GEOID03.
 CG0636
 CG0636;                    North         East    Units  Estimated Accuracy
 CG0636;SPC AZ C     -   104,440.      227,460.      MT  (+/- 180 meters Scaled)
 CG0636
 CG0636                          SUPERSEDED SURVEY CONTROL
 CG0636
 CG0636  NGVD 29 (??/??/92)  810.908  (m)         2660.45   (f) ADJ UNCH    2 0
 CG0636
 CG0636.Superseded values are not recommended for survey control.
 CG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0636.See file dsdata.txt to determine how the superseded data were derived.
 CG0636
 CG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA274342(NAD 83)
 CG0636_MARKER: DB = BENCH MARK DISK
 CG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0636_STAMPING: G 38 2660.592 1933
 CG0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0636+STABILITY: SURFACE MOTION
 CG0636
 CG0636  HISTORY     - Date     Condition        Report By
 CG0636  HISTORY     - 1933     MONUMENTED       CGS
 CG0636  HISTORY     - 1952     GOOD             NGS
 CG0636
 CG0636                          STATION DESCRIPTION
 CG0636
 CG0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0636'7.85 MI E FROM SELLS.
 CG0636'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0636'THENCE 4.5 MILES EAST ALONG THE STATE HIGHWAY 86, THENCE 1.85 MILES
 CG0636'SOUTHWEST ALONG A GRAVEL ROAD, 418 FEET SOUTHEAST OF THE CENTER LINE
 CG0636'OF THE NEW HIGHWAY 86, 101.4 FEET NORTHEAST OF A TELEPHONE POLE, 44
 CG0636'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY 86, 8.8 FEET
 CG0636'NORTHWEST OF A FENCE LINE, 2.2 FEET NORTH OF THE WITNESS POST, AND
 CG0636'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CG0636'PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- NOT LEVELED TO IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0185 ***********************************************************************
 FR0185  DESIGNATION -  G 385
 FR0185  PID         -  FR0185
 FR0185  STATE/COUNTY-  AZ/YAVAPAI
 FR0185  USGS QUAD   -  RED MESA (1981)
 FR0185
 FR0185                         *CURRENT SURVEY CONTROL
 FR0185  ___________________________________________________________________
 FR0185* NAD 83(1986)-  35 22 33.     (N)    112 58 51.     (W)     SCALED    
 FR0185* NAVD 88     -      1569.518  (meters)    5149.33   (feet)  ADJUSTED  
 FR0185  ___________________________________________________________________
 FR0185  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0185  DYNAMIC HT  -        1567.460 (meters)    5142.57  (feet)  COMP
 FR0185  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 FR0185
 FR0185  VERT ORDER  -  FIRST     CLASS II
 FR0185
 FR0185.The horizontal coordinates were scaled from a topographic map and have
 FR0185.an estimated accuracy of +/- 6 seconds.
 FR0185
 FR0185.The orthometric height was determined by differential leveling
 FR0185.and adjusted by the National Geodetic Survey in June 1991..
 FR0185.WARNING-Repeat measurements at this control monument indicate possible
 FR0185.vertical movement.
 FR0185
 FR0185.The geoid height was determined by GEOID03.
 FR0185
 FR0185.The dynamic height is computed by dividing the NAVD 88
 FR0185.geopotential number by the normal gravity value computed on the
 FR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0185.degrees latitude (g = 980.6199 gals.).
 FR0185
 FR0185.The modeled gravity was interpolated from observed gravity values.
 FR0185
 FR0185;                    North         East    Units  Estimated Accuracy
 FR0185;SPC AZ C     -   485,790.      116,670.      MT  (+/- 180 meters Scaled)
 FR0185
 FR0185                          SUPERSEDED SURVEY CONTROL
 FR0185
 FR0185  NGVD 29 (??/??/92) 1568.630  (m)         5146.41   (f) ADJ UNCH    1 2
 FR0185
 FR0185.Superseded values are not recommended for survey control.
 FR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0185.See file dsdata.txt to determine how the superseded data were derived.
 FR0185
 FR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE200165(NAD 83)
 FR0185_MARKER: DB = BENCH MARK DISK
 FR0185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0185_STAMPING: G 385 1968
 FR0185_MARK LOGO: CGS   
 FR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0185+STABILITY: SURFACE MOTION
 FR0185
 FR0185  HISTORY     - Date     Condition        Report By
 FR0185  HISTORY     - 1968     MONUMENTED       CGS
 FR0185  HISTORY     - 1982     GOOD             NGS
 FR0185
 FR0185                          STATION DESCRIPTION
 FR0185
 FR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0185'7.55 MI W FROM SELIGMAN.
 FR0185'7.55 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0185'THE STATION AT SELIGMAN, 0.35 MILE NORTHWEST OF MILEPOST 436, IN THE
 FR0185'TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF DOUBLE
 FR0185'CONCRETE PIPE CULVERTS, 28.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 FR0185'ABOUT 14 FEET LOWER THAN THE TRACK.
 FR0185
 FR0185                          STATION RECOVERY (1982)
 FR0185
 FR0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0310 ***********************************************************************
 FR0310  DESIGNATION -  G 386
 FR0310  PID         -  FR0310
 FR0310  STATE/COUNTY-  AZ/COCONINO
 FR0310  USGS QUAD   -  RHODES CANYON (1981)
 FR0310
 FR0310                         *CURRENT SURVEY CONTROL
 FR0310  ___________________________________________________________________
 FR0310* NAD 83(1986)-  35 35 47.     (N)    112 53 21.     (W)     SCALED    
 FR0310* NAVD 88     -      1831.264  (meters)    6008.07   (feet)  POSTED    
 FR0310  ___________________________________________________________________
 FR0310  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 FR0310  DYNAMIC HT  -        1828.830 (meters)    6000.09  (feet)  COMP
 FR0310  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 FR0310
 FR0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0310
 FR0310.The horizontal coordinates were scaled from a topographic map and have
 FR0310.an estimated accuracy of +/- 6 seconds.
 FR0310
 FR0310.The orthometric height was determined by differential leveling
 FR0310.and adjusted by the National Geodetic Survey in 1992..
 FR0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0310.rate of 0.0 thru 1.0 mm/km.
 FR0310
 FR0310.The geoid height was determined by GEOID03.
 FR0310
 FR0310.The dynamic height is computed by dividing the NAVD 88
 FR0310.geopotential number by the normal gravity value computed on the
 FR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0310.degrees latitude (g = 980.6199 gals.).
 FR0310
 FR0310.The modeled gravity was interpolated from observed gravity values.
 FR0310
 FR0310;                    North         East    Units  Estimated Accuracy
 FR0310;SPC AZ C     -   510,170.      125,240.      MT  (+/- 180 meters Scaled)
 FR0310
 FR0310                          SUPERSEDED SURVEY CONTROL
 FR0310
 FR0310  NGVD 29 (??/??/92) 1830.345  (m)         6005.06   (f) ADJ UNCH    2 0
 FR0310
 FR0310.Superseded values are not recommended for survey control.
 FR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0310.See file dsdata.txt to determine how the superseded data were derived.
 FR0310
 FR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE288408(NAD 83)
 FR0310_MARKER: DB = BENCH MARK DISK
 FR0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0310_SP_SET: ROD
 FR0310_STAMPING: G 386 1968
 FR0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0310
 FR0310  HISTORY     - Date     Condition        Report By
 FR0310  HISTORY     - 1968     MONUMENTED       CGS
 FR0310
 FR0310                          STATION DESCRIPTION
 FR0310
 FR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0310'22.1 MI N FROM SELIGMAN.
 FR0310'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0310'THE STATION AT SELIGMAN, THENCE 21.05 MILES NORTH ALONG A DIRT ROAD,
 FR0310'0.2 MILE SOUTHEAST OF THE CROSSING OF A WASH, 25 FEET SOUTHWEST OF THE
 FR0310'CENTER LINE OF THE ROAD, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FR0310'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 FR0310'ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE
 FR0310'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0062 ***********************************************************************
 FR0062  DESIGNATION -  G 387
 FR0062  PID         -  FR0062
 FR0062  STATE/COUNTY-  AZ/COCONINO
 FR0062  USGS QUAD   -  MILLER TANK (1981)
 FR0062
 FR0062                         *CURRENT SURVEY CONTROL
 FR0062  ___________________________________________________________________
 FR0062* NAD 83(1986)-  35 44 46.     (N)    112 18 57.     (W)     SCALED    
 FR0062* NAVD 88     -      1792.870  (meters)    5882.11   (feet)  POSTED    
 FR0062  ___________________________________________________________________
 FR0062  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0062  DYNAMIC HT  -        1790.520 (meters)    5874.40  (feet)  COMP
 FR0062  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 FR0062
 FR0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0062
 FR0062.The horizontal coordinates were scaled from a topographic map and have
 FR0062.an estimated accuracy of +/- 6 seconds.
 FR0062
 FR0062.The orthometric height was determined by differential leveling
 FR0062.and adjusted by the National Geodetic Survey in 1992..
 FR0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0062.rate of 0.0 thru 1.0 mm/km.
 FR0062
 FR0062.The geoid height was determined by GEOID03.
 FR0062
 FR0062.The dynamic height is computed by dividing the NAVD 88
 FR0062.geopotential number by the normal gravity value computed on the
 FR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0062.degrees latitude (g = 980.6199 gals.).
 FR0062
 FR0062.The modeled gravity was interpolated from observed gravity values.
 FR0062
 FR0062;                    North         East    Units  Estimated Accuracy
 FR0062;SPC AZ C     -   526,420.      177,260.      MT  (+/- 180 meters Scaled)
 FR0062
 FR0062                          SUPERSEDED SURVEY CONTROL
 FR0062
 FR0062  NGVD 29 (??/??/92) 1792.015  (m)         5879.30   (f) ADJ UNCH    2 0
 FR0062
 FR0062.Superseded values are not recommended for survey control.
 FR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0062.See file dsdata.txt to determine how the superseded data were derived.
 FR0062
 FR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE810565(NAD 83)
 FR0062_MARKER: DB = BENCH MARK DISK
 FR0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0062_SP_SET: FOUNDATION
 FR0062_STAMPING: G 387 1968
 FR0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0062
 FR0062  HISTORY     - Date     Condition        Report By
 FR0062  HISTORY     - 1968     MONUMENTED       CGS
 FR0062
 FR0062                          STATION DESCRIPTION
 FR0062
 FR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0062'3.7 MI W FROM WILLAHA.
 FR0062'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0062'THE SIDING SIGN AT WILLAHA, THENCE 2.9 MILES WEST ALONG A STEEL TOWER
 FR0062'POWER LINE, 2 TOWERS WEST OF BENCH MARK F 387, IN THE TOP OF THE
 FR0062'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 770, 40 FEET
 FR0062'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FR0062'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0335 ***********************************************************************
 FR0335  DESIGNATION -  G 388
 FR0335  PID         -  FR0335
 FR0335  STATE/COUNTY-  AZ/COCONINO
 FR0335  USGS QUAD   -  BLACK TANK (1980)
 FR0335
 FR0335                         *CURRENT SURVEY CONTROL
 FR0335  ___________________________________________________________________
 FR0335* NAD 83(1986)-  35 42 35.     (N)    112 39 18.     (W)     SCALED    
 FR0335* NAVD 88     -      1712.412  (meters)    5618.14   (feet)  POSTED    
 FR0335  ___________________________________________________________________
 FR0335  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FR0335  DYNAMIC HT  -        1710.200 (meters)    5610.88  (feet)  COMP
 FR0335  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 FR0335
 FR0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0335
 FR0335.The horizontal coordinates were scaled from a topographic map and have
 FR0335.an estimated accuracy of +/- 6 seconds.
 FR0335
 FR0335.The orthometric height was determined by differential leveling
 FR0335.and adjusted by the National Geodetic Survey in 1992..
 FR0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0335.rate of 0.0 thru 1.0 mm/km.
 FR0335
 FR0335.The geoid height was determined by GEOID03.
 FR0335
 FR0335.The dynamic height is computed by dividing the NAVD 88
 FR0335.geopotential number by the normal gravity value computed on the
 FR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0335.degrees latitude (g = 980.6199 gals.).
 FR0335
 FR0335.The modeled gravity was interpolated from observed gravity values.
 FR0335
 FR0335;                    North         East    Units  Estimated Accuracy
 FR0335;SPC AZ C     -   522,560.      146,550.      MT  (+/- 180 meters Scaled)
 FR0335
 FR0335                          SUPERSEDED SURVEY CONTROL
 FR0335
 FR0335  NGVD 29 (??/??/92) 1711.560  (m)         5615.34   (f) ADJ UNCH    2 0
 FR0335
 FR0335.Superseded values are not recommended for survey control.
 FR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0335.See file dsdata.txt to determine how the superseded data were derived.
 FR0335
 FR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE502530(NAD 83)
 FR0335_MARKER: DB = BENCH MARK DISK
 FR0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0335_SP_SET: FOUNDATION
 FR0335_STAMPING: G 388 1968
 FR0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0335
 FR0335  HISTORY     - Date     Condition        Report By
 FR0335  HISTORY     - 1968     MONUMENTED       CGS
 FR0335
 FR0335                          STATION DESCRIPTION
 FR0335
 FR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0335'23.4 MI W FROM WILLAHA.
 FR0335'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0335'THE SIDING SIGN AT WILLAHA, THENCE 22.6 MILES WEST ALONG A STEEL TOWER
 FR0335'POWER LINE, TWO TOWERS WEST OF BENCH MARK F 388, IN THE TOP OF THE
 FR0335'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 831, 41 FEET
 FR0335'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0335'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0361 ***********************************************************************
 FR0361  DESIGNATION -  G 389
 FR0361  PID         -  FR0361
 FR0361  STATE/COUNTY-  AZ/COCONINO
 FR0361  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0361
 FR0361                         *CURRENT SURVEY CONTROL
 FR0361  ___________________________________________________________________
 FR0361* NAD 83(1986)-  35 52 43.     (N)    112 43 55.     (W)     SCALED    
 FR0361* NAVD 88     -      1745.591  (meters)    5726.99   (feet)  POSTED    
 FR0361  ___________________________________________________________________
 FR0361  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FR0361  DYNAMIC HT  -        1743.350 (meters)    5719.64  (feet)  COMP
 FR0361  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 FR0361
 FR0361  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0361
 FR0361.The horizontal coordinates were scaled from a topographic map and have
 FR0361.an estimated accuracy of +/- 6 seconds.
 FR0361
 FR0361.The orthometric height was determined by differential leveling
 FR0361.and adjusted by the National Geodetic Survey in 1992..
 FR0361.No vertical observational check was made to the station.
 FR0361.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0361.was located on a no-check spur therefore a value was not computed.
 FR0361
 FR0361.The geoid height was determined by GEOID03.
 FR0361
 FR0361.The dynamic height is computed by dividing the NAVD 88
 FR0361.geopotential number by the normal gravity value computed on the
 FR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0361.degrees latitude (g = 980.6199 gals.).
 FR0361
 FR0361.The modeled gravity was interpolated from observed gravity values.
 FR0361
 FR0361;                    North         East    Units  Estimated Accuracy
 FR0361;SPC AZ C     -   541,350.      139,750.      MT  (+/- 180 meters Scaled)
 FR0361
 FR0361                          SUPERSEDED SURVEY CONTROL
 FR0361
 FR0361  NGVD 29 (??/??/92) 1744.712  (m)         5724.11   (f) ADJ UNCH    2 0
 FR0361
 FR0361.Superseded values are not recommended for survey control.
 FR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0361.See file dsdata.txt to determine how the superseded data were derived.
 FR0361
 FR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE436718(NAD 83)
 FR0361_MARKER: DB = BENCH MARK DISK
 FR0361_SETTING: 66 = SET IN ROCK OUTCROP
 FR0361_SP_SET: FLAT OUTCROP
 FR0361_STAMPING: G 389 1968
 FR0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0361+STABILITY: POSITION/ELEVATION WELL
 FR0361
 FR0361  HISTORY     - Date     Condition        Report By
 FR0361  HISTORY     - 1968     MONUMENTED       CGS
 FR0361
 FR0361                          STATION DESCRIPTION
 FR0361
 FR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0361'38.6 MI NW FROM WILLAHA.
 FR0361'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0361'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0361'TOWER POWER LINE, THENCE 14.15 MILES NORTH ALONG A TRACK ROAD, ON THE
 FR0361'WEST SLOPE OF A HILL, IN THE TOP OF A FLAT OUTCROP WHICH IS ABOUT
 FR0361'FLUSH WITH THE GROUND, 178 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0361'1.0 FOOT WEST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE
 FR0361'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0832 ***********************************************************************
 CZ0832  DESIGNATION -  G 39
 CZ0832  PID         -  CZ0832
 CZ0832  STATE/COUNTY-  AZ/PIMA
 CZ0832  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0832
 CZ0832                         *CURRENT SURVEY CONTROL
 CZ0832  ___________________________________________________________________
 CZ0832* NAD 83(1986)-  32 10 04.     (N)    111 04 57.     (W)     SCALED    
 CZ0832* NAVD 88     -       779.28   (+/-2cm)    2556.7    (feet)  VERTCON   
 CZ0832  ___________________________________________________________________
 CZ0832  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0832
 CZ0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0832
 CZ0832.The horizontal coordinates were scaled from a topographic map and have
 CZ0832.an estimated accuracy of +/- 6 seconds.
 CZ0832
 CZ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0832.The vertical order pertains to the NGVD 29 superseded value.
 CZ0832
 CZ0832.The geoid height was determined by GEOID03.
 CZ0832
 CZ0832;                    North         East    Units  Estimated Accuracy
 CZ0832;SPC AZ C     -   129,780.      292,030.      MT  (+/- 180 meters Scaled)
 CZ0832
 CZ0832                          SUPERSEDED SURVEY CONTROL
 CZ0832
 CZ0832  NGVD 29 (??/??/92)  778.592  (m)         2554.43   (f) ADJ UNCH    2 0
 CZ0832
 CZ0832.Superseded values are not recommended for survey control.
 CZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0832.See file dsdata.txt to determine how the superseded data were derived.
 CZ0832
 CZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA922590(NAD 83)
 CZ0832_MARKER: DB = BENCH MARK DISK
 CZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0832_STAMPING: G 39 1933 2554.726
 CZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0832+STABILITY: SURFACE MOTION
 CZ0832
 CZ0832  HISTORY     - Date     Condition        Report By
 CZ0832  HISTORY     - 1933     MONUMENTED       CGS
 CZ0832  HISTORY     - 1951     GOOD             NGS
 CZ0832  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0832  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ0832
 CZ0832                          STATION DESCRIPTION
 CZ0832
 CZ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0832'7.0 MI W FROM TUCSON.
 CZ0832'7 MILES WEST OF THE U.S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0832'HIGHWAY 86 (AJO-TUCSON), 0.7 MILE WEST OF THE JUNCTION OF KINNEY ROAD
 CZ0832'LEADING NORTHWEST, ABOUT 0.1 MILE EAST OF A WASH, AND ABOUT 650 FEET
 CZ0832'EAST OF A DIP, 208.6 FEET SOUTHEAST OF A CAUTION SIGN READING DIP, 90
 CZ0832'1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49.6 FEET SOUTHEAST
 CZ0832'OF A TELEPHONE POLE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET
 CZ0832'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0832
 CZ0832                          STATION RECOVERY (1995)
 CZ0832
 CZ0832'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0832'MARK NOT FOUND.
 CZ0832
 CZ0832                          STATION RECOVERY (2001)
 CZ0832
 CZ0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0519 ***********************************************************************
 FS0519  DESIGNATION -  G 391
 FS0519  PID         -  FS0519
 FS0519  STATE/COUNTY-  AZ/MOHAVE
 FS0519  USGS QUAD   -  KINGMAN SW (1983)
 FS0519
 FS0519                         *CURRENT SURVEY CONTROL
 FS0519  ___________________________________________________________________
 FS0519* NAD 83(1986)-  35 01 00.     (N)    114 07 57.     (W)     SCALED    
 FS0519* NAVD 88     -       726.782  (meters)    2384.45   (feet)  ADJUSTED  
 FS0519  ___________________________________________________________________
 FS0519  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FS0519  DYNAMIC HT  -         725.954 (meters)    2381.73  (feet)  COMP
 FS0519  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 FS0519
 FS0519  VERT ORDER  -  FIRST     CLASS II
 FS0519
 FS0519.The horizontal coordinates were scaled from a topographic map and have
 FS0519.an estimated accuracy of +/- 6 seconds.
 FS0519
 FS0519.The orthometric height was determined by differential leveling
 FS0519.and adjusted by the National Geodetic Survey in June 1991..
 FS0519
 FS0519.The geoid height was determined by GEOID03.
 FS0519
 FS0519.The dynamic height is computed by dividing the NAVD 88
 FS0519.geopotential number by the normal gravity value computed on the
 FS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0519.degrees latitude (g = 980.6199 gals.).
 FS0519
 FS0519.The modeled gravity was interpolated from observed gravity values.
 FS0519
 FS0519;                    North         East    Units  Estimated Accuracy
 FS0519;SPC AZ W     -   445,510.      178,450.      MT  (+/- 180 meters Scaled)
 FS0519
 FS0519                          SUPERSEDED SURVEY CONTROL
 FS0519
 FS0519  NGVD 29 (??/??/92)  726.037  (m)         2382.01   (f) ADJ UNCH    1 2
 FS0519
 FS0519.Superseded values are not recommended for survey control.
 FS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0519.See file dsdata.txt to determine how the superseded data were derived.
 FS0519
 FS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU616786(NAD 83)
 FS0519_MARKER: DB = BENCH MARK DISK
 FS0519_SETTING: 0 = UNSPECIFIED SETTING
 FS0519_STAMPING: G 391 1961
 FS0519_MARK LOGO: CGS   
 FS0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0519
 FS0519  HISTORY     - Date     Condition        Report By
 FS0519  HISTORY     - 1961     MONUMENTED       CGS
 FS0519  HISTORY     - 1981     GOOD             NGS
 FS0519
 FS0519                          STATION DESCRIPTION
 FS0519
 FS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0519'13.8 MI SSW FROM KINGMAN.
 FS0519'ABOUT 13.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0519'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0519'ABOUT 0.25 MILES SOUTH OF MILE POST 38, AND AT A POWER LINE
 FS0519'CROSSING, 197 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 66,
 FS0519'2 FEET WEST OF A FENCE, 5.3 FEET NORTHEAST OF A TELEPHONE POLE,
 FS0519'190 FEET SOUTH OF A POWER LINE CROSSING, 4.1 FEET SOUTHWEST OF
 FS0519'A METAL WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0519
 FS0519                          STATION RECOVERY (1981)
 FS0519
 FS0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0519'17.8 KM (11.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0519'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.3 KM (0.2 MI)
 FS0519'SOUTH OF MILEPOST 36, AT THE CROSSING OF A POWER LINE, 60 METERS
 FS0519'(197 FT) EAST OF THE CENTERLINE OF THE EAST LANES, 35.4 METERS
 FS0519'(116 FT) SOUTHWEST OF A POWER LINE, 2 METERS (6.5 FT) EAST OF THE
 FS0519'RIGHT OF WAY FENCE.
 FS0519'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 FS0519'THE MARK IS 0.3 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0584 ***********************************************************************
 FR0584  DESIGNATION -  G 392
 FR0584  PID         -  FR0584
 FR0584  STATE/COUNTY-  AZ/MOHAVE
 FR0584  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0584
 FR0584                         *CURRENT SURVEY CONTROL
 FR0584  ___________________________________________________________________
 FR0584* NAD 83(1986)-  35 09 58.     (N)    113 32 20.     (W)     SCALED    
 FR0584* NAVD 88     -      1329.851  (meters)    4363.02   (feet)  POSTED    
 FR0584  ___________________________________________________________________
 FR0584  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0584  DYNAMIC HT  -        1328.190 (meters)    4357.57  (feet)  COMP
 FR0584  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 FR0584
 FR0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0584
 FR0584.The horizontal coordinates were scaled from a topographic map and have
 FR0584.an estimated accuracy of +/- 6 seconds.
 FR0584
 FR0584.The orthometric height was determined by differential leveling
 FR0584.and adjusted by the National Geodetic Survey in 1992..
 FR0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0584.rate of 0.0 thru 1.0 mm/km.
 FR0584
 FR0584.The geoid height was determined by GEOID03.
 FR0584
 FR0584.The dynamic height is computed by dividing the NAVD 88
 FR0584.geopotential number by the normal gravity value computed on the
 FR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0584.degrees latitude (g = 980.6199 gals.).
 FR0584
 FR0584.The modeled gravity was interpolated from observed gravity values.
 FR0584
 FR0584;                    North         East    Units  Estimated Accuracy
 FR0584;SPC AZ W     -   462,040.      232,590.      MT  (+/- 180 meters Scaled)
 FR0584
 FR0584                          SUPERSEDED SURVEY CONTROL
 FR0584
 FR0584  NGVD 29 (??/??/92) 1329.024  (m)         4360.31   (f) ADJ UNCH    2 0
 FR0584
 FR0584.Superseded values are not recommended for survey control.
 FR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0584.See file dsdata.txt to determine how the superseded data were derived.
 FR0584
 FR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD687944(NAD 83)
 FR0584_MARKER: DB = BENCH MARK DISK
 FR0584_SETTING: 66 = SET IN ROCK OUTCROP
 FR0584_SP_SET: ROCK OUTCROP
 FR0584_STAMPING: G 392 1962
 FR0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0584+STABILITY: POSITION/ELEVATION WELL
 FR0584
 FR0584  HISTORY     - Date     Condition        Report By
 FR0584  HISTORY     - 1962     MONUMENTED       CGS
 FR0584
 FR0584                          STATION DESCRIPTION
 FR0584
 FR0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0584'35.1 MI NE FROM KINGMAN.
 FR0584'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM TIS JUNCTION WITH
 FR0584'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0584'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0584'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 6.0
 FR0584'MILES EAST ALONG THE DIRT ROAD, 35 FEET SOUTHEAST OF THE CENTER OF THE
 FR0584'ROAD, 24 FEET NORTHWEST OF THE CENTER OF A WASH, 14.3 FEET SOUTHEAST
 FR0584'OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD,
 FR0584'AND SET IN TOP OF A 4 BY 4 FOOT ROCK OUTCROP ABOUT FLUSH WITH THE
 FR0584'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0459 ***********************************************************************
 FR0459  DESIGNATION -  G 393
 FR0459  PID         -  FR0459
 FR0459  STATE/COUNTY-  AZ/YAVAPAI
 FR0459  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0459
 FR0459                         *CURRENT SURVEY CONTROL
 FR0459  ___________________________________________________________________
 FR0459* NAD 83(1986)-  35 15 56.     (N)    113 09 20.     (W)     SCALED    
 FR0459* NAVD 88     -      1631.872  (meters)    5353.90   (feet)  POSTED    
 FR0459  ___________________________________________________________________
 FR0459  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FR0459  DYNAMIC HT  -        1629.710 (meters)    5346.81  (feet)  COMP
 FR0459  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 FR0459
 FR0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0459
 FR0459.The horizontal coordinates were scaled from a topographic map and have
 FR0459.an estimated accuracy of +/- 6 seconds.
 FR0459
 FR0459.The orthometric height was determined by differential leveling
 FR0459.and adjusted by the National Geodetic Survey in 1992..
 FR0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0459.rate of 0.0 thru 1.0 mm/km.
 FR0459
 FR0459.The geoid height was determined by GEOID03.
 FR0459
 FR0459.The dynamic height is computed by dividing the NAVD 88
 FR0459.geopotential number by the normal gravity value computed on the
 FR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0459.degrees latitude (g = 980.6199 gals.).
 FR0459
 FR0459.The modeled gravity was interpolated from observed gravity values.
 FR0459
 FR0459;                    North         East    Units  Estimated Accuracy
 FR0459;SPC AZ C     -   473,740.      100,640.      MT  (+/- 180 meters Scaled)
 FR0459
 FR0459                          SUPERSEDED SURVEY CONTROL
 FR0459
 FR0459  NGVD 29 (??/??/92) 1630.970  (m)         5350.94   (f) ADJ UNCH    2 0
 FR0459
 FR0459.Superseded values are not recommended for survey control.
 FR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0459.See file dsdata.txt to determine how the superseded data were derived.
 FR0459
 FR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE039046(NAD 83)
 FR0459_MARKER: DB = BENCH MARK DISK
 FR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0459_STAMPING: G 393 1962
 FR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0459+STABILITY: SURFACE MOTION
 FR0459
 FR0459  HISTORY     - Date     Condition        Report By
 FR0459  HISTORY     - 1962     MONUMENTED       CGS
 FR0459  HISTORY     - 1975     GOOD             USGS
 FR0459
 FR0459                          STATION DESCRIPTION
 FR0459
 FR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0459'18.0 MI W FROM SELIGMAN.
 FR0459'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0459'ITS STATION AT SELIGMAN, THENCE 15.0 MILES WEST ALONG A GRAVEL ROAD,
 FR0459'206 FEET NORTH OF THE ROAD, 81 FEET SOUTH OF A TELEPHONE POLE NO. 2,
 FR0459'33 FEET SOUTH OF THE PIPE LINE, 4.5 FEET SOUTH OF A METAL WITNESS
 FR0459'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE PIPE LINE, AND IS SET IN TOP
 FR0459'OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0459
 FR0459                          STATION RECOVERY (1975)
 FR0459
 FR0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0459'3.0 MILES WEST ALONG U. S. 66, THENCE 15.0 MILES WEST ALONG A GRAVEL
 FR0459'ROAD, 0.55 MILE WEST OF A CULVERT UNDER NEW FREEWAY. MARK IS 525 FEET
 FR0459'NW OF CENTERLINE OF GRAVEL ROAD, 190 FEET NW OF WESTBOUND LANE OF
 FR0459'FREEWAY. 81 FEET SOUTH OF TELEPHONE POLE NO. 2, 33 FEET SOUTH OF
 FR0459'PIPELINE, 4.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 FR0459'THE LEVEL OF THE PIPELINE, AND IS SET IN TOP OF A CONCRETE POST
 FR0459'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0228 ***********************************************************************
 FR0228  DESIGNATION -  G 394
 FR0228  PID         -  FR0228
 FR0228  STATE/COUNTY-  AZ/YAVAPAI
 FR0228  USGS QUAD   -  CROOKTON (1973)
 FR0228
 FR0228                         *CURRENT SURVEY CONTROL
 FR0228  ___________________________________________________________________
 FR0228* NAD 83(1986)-  35 16 27.     (N)    112 42 07.     (W)     SCALED    
 FR0228* NAVD 88     -      1773.589  (meters)    5818.85   (feet)  POSTED    
 FR0228  ___________________________________________________________________
 FR0228  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0228  DYNAMIC HT  -        1771.170 (meters)    5810.91  (feet)  COMP
 FR0228  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 FR0228
 FR0228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0228
 FR0228.The horizontal coordinates were scaled from a topographic map and have
 FR0228.an estimated accuracy of +/- 6 seconds.
 FR0228
 FR0228.The orthometric height was determined by differential leveling
 FR0228.and adjusted by the National Geodetic Survey in 1992..
 FR0228.No vertical observational check was made to the station.
 FR0228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0228.was located on a no-check spur therefore a value was not computed.
 FR0228
 FR0228.The geoid height was determined by GEOID03.
 FR0228
 FR0228.The dynamic height is computed by dividing the NAVD 88
 FR0228.geopotential number by the normal gravity value computed on the
 FR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0228.degrees latitude (g = 980.6199 gals.).
 FR0228
 FR0228.The modeled gravity was interpolated from observed gravity values.
 FR0228
 FR0228;                    North         East    Units  Estimated Accuracy
 FR0228;SPC AZ C     -   474,270.      141,920.      MT  (+/- 180 meters Scaled)
 FR0228
 FR0228                          SUPERSEDED SURVEY CONTROL
 FR0228
 FR0228  NGVD 29 (??/??/92) 1772.636  (m)         5815.72   (f) ADJ UNCH    2 0
 FR0228
 FR0228.Superseded values are not recommended for survey control.
 FR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0228.See file dsdata.txt to determine how the superseded data were derived.
 FR0228
 FR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE452047(NAD 83)
 FR0228_MARKER: DB = BENCH MARK DISK
 FR0228_SETTING: 66 = SET IN ROCK OUTCROP
 FR0228_SP_SET: ROCK OUTCROP
 FR0228_STAMPING: G 394 1962
 FR0228_MARK LOGO: CGS   
 FR0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0228+STABILITY: POSITION/ELEVATION WELL
 FR0228
 FR0228  HISTORY     - Date     Condition        Report By
 FR0228  HISTORY     - 1962     MONUMENTED       CGS
 FR0228  HISTORY     - 1982     GOOD             NGS
 FR0228
 FR0228                          STATION DESCRIPTION
 FR0228
 FR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0228'10.95 MI SE FROM SELIGMAN.
 FR0228'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0228'SANTA FE RAILWAY STATION AT SELIGMAN, TO THE JUNCTION OF A DIRT ROAD
 FR0228'LEADING SOUTH, THENCE SOUTHERLY ON DIRT ROAD FOR 0.3 MILE TO WHERE
 FR0228'ROAD TURNS WEST CONTINUE STRAIGHT AHEAD CROSS COUNTRY FOR 0.2 MILE TO
 FR0228'A PIPE LINE, THENCE GO EAST A LONG PIPE LINE FOR ABOUT 0.05 MILE,
 FR0228'THENCE SOUTH FOR ABOUT 100 YARDS ALONG TRAIL MARKED BY YELLOW PAINT,
 FR0228'SET IN TOP OF OUTCROPPING ROCK WHICH PROJECTS ABOUT 1 FOOT, 8 FEET
 FR0228'SOUTH OF A TRIANGLE BLAZED TREE, ABOUT 12 FEET BELOW THE HIGHEST PART
 FR0228'OF THE HILL.
 FR0228
 FR0228                          STATION RECOVERY (1982)
 FR0228
 FR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0453 ***********************************************************************
 DV0453  DESIGNATION -  G 395
 DV0453  PID         -  DV0453
 DV0453  STATE/COUNTY-  AZ/MARICOPA
 DV0453  USGS QUAD   -  FOWLER (1982)
 DV0453
 DV0453                         *CURRENT SURVEY CONTROL
 DV0453  ___________________________________________________________________
 DV0453* NAD 83(1986)-  33 24 29.     (N)    112 14 16.     (W)     SCALED    
 DV0453* NAVD 88     -       301.04   (+/-2cm)     987.7    (feet)  VERTCON   
 DV0453  ___________________________________________________________________
 DV0453  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0453
 DV0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0453
 DV0453.The horizontal coordinates were scaled from a topographic map and have
 DV0453.an estimated accuracy of +/- 6 seconds.
 DV0453
 DV0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0453.The vertical order pertains to the NGVD 29 superseded value.
 DV0453
 DV0453.The geoid height was determined by GEOID03.
 DV0453
 DV0453;                    North         East    Units  Estimated Accuracy
 DV0453;SPC AZ C     -   267,050.      183,490.      MT  (+/- 180 meters Scaled)
 DV0453
 DV0453                          SUPERSEDED SURVEY CONTROL
 DV0453
 DV0453  NGVD 29 (??/??/92)  300.391  (m)          985.53   (f) ADJ UNCH    2 0
 DV0453
 DV0453.Superseded values are not recommended for survey control.
 DV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0453.See file dsdata.txt to determine how the superseded data were derived.
 DV0453
 DV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849972(NAD 83)
 DV0453_MARKER: DB = BENCH MARK DISK
 DV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0453_STAMPING: G 395 1962
 DV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0453+STABILITY: SURFACE MOTION
 DV0453
 DV0453  HISTORY     - Date     Condition        Report By
 DV0453  HISTORY     - 1962     MONUMENTED       CGS
 DV0453  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0453
 DV0453                          STATION DESCRIPTION
 DV0453
 DV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0453'9.1 MI SW FROM PHOENIX.
 DV0453'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0453'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0453'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0453'AVENUE THEN WEST ON BROADWAY FOR 3 MILES TO THE JUNCTION OF BROADWAY
 DV0453'AND 83RD AVENUE. THE MARK IS LOCATED 130 FT. NORTH OF BROADWAY, 2.5
 DV0453'FT. NORTH OF A WITNESS POST, 1.6 FT. EAST OF A FENCELINE, 26 FT. WEST
 DV0453'OF THE CENTER OF 83RD AVENUE, 24 FT. SOUTH OF A DRIVEWAY TO A PRIVATE
 DV0453'HOME.  THE MARK IS A STANDARD DISK SET IN CONCRETE POST PROJECTING 2
 DV0453'INCHES.
 DV0453
 DV0453                          STATION RECOVERY (1992)
 DV0453
 DV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0453'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0453'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1118 ***********************************************************************
 DV1118  DESIGNATION -  G 396 16
 DV1118  PID         -  DV1118
 DV1118  STATE/COUNTY-  AZ/LA PAZ
 DV1118  USGS QUAD   -  VICKSBURG (1990)
 DV1118
 DV1118                         *CURRENT SURVEY CONTROL
 DV1118  ___________________________________________________________________
 DV1118* NAD 83(1986)-  33 37 43.     (N)    113 45 04.     (W)     SCALED    
 DV1118* NAVD 88     -       367.22   (+/-2cm)    1204.8    (feet)  VERTCON   
 DV1118  ___________________________________________________________________
 DV1118  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1118
 DV1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1118
 DV1118.The horizontal coordinates were scaled from a topographic map and have
 DV1118.an estimated accuracy of +/- 6 seconds.
 DV1118
 DV1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1118.The vertical order pertains to the NGVD 29 superseded value.
 DV1118
 DV1118.The geoid height was determined by GEOID03.
 DV1118
 DV1118;                    North         East    Units  Estimated Accuracy
 DV1118;SPC AZ W     -   291,470.      213,260.      MT  (+/- 180 meters Scaled)
 DV1118
 DV1118                          SUPERSEDED SURVEY CONTROL
 DV1118
 DV1118  NGVD 29 (??/??/92)  366.555  (m)         1202.61   (f) ADJ UNCH    2 0
 DV1118
 DV1118.Superseded values are not recommended for survey control.
 DV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1118.See file dsdata.txt to determine how the superseded data were derived.
 DV1118
 DV1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC448243(NAD 83)
 DV1118_MARKER: DB = BENCH MARK DISK
 DV1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1118_STAMPING: G 396 16 1962
 DV1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1118+STABILITY: SURFACE MOTION
 DV1118
 DV1118  HISTORY     - Date     Condition        Report By
 DV1118  HISTORY     - 1962     MONUMENTED       CGS
 DV1118  HISTORY     - 19870224 GOOD             USGS
 DV1118
 DV1118                          STATION DESCRIPTION
 DV1118
 DV1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1118'10.65 MI SW FROM HOPE.
 DV1118'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1118'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1118'0.95 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1118'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.5 FEET NORTHWEST
 DV1118'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1118'6 INCHES.
 DV1118
 DV1118                          STATION RECOVERY (1987)
 DV1118
 DV1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0614 ***********************************************************************
 CZ0614  DESIGNATION -  G 399
 CZ0614  PID         -  CZ0614
 CZ0614  STATE/COUNTY-  AZ/PIMA
 CZ0614  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0614
 CZ0614                         *CURRENT SURVEY CONTROL
 CZ0614  ___________________________________________________________________
 CZ0614* NAD 83(1986)-  32 22 21.     (N)    111 27 09.     (W)     SCALED    
 CZ0614* NAVD 88     -       713.33   (+/-2cm)    2340.3    (feet)  VERTCON   
 CZ0614  ___________________________________________________________________
 CZ0614  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0614
 CZ0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0614
 CZ0614.The horizontal coordinates were scaled from a topographic map and have
 CZ0614.an estimated accuracy of +/- 6 seconds.
 CZ0614
 CZ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0614.The vertical order pertains to the NGVD 29 superseded value.
 CZ0614
 CZ0614.The geoid height was determined by GEOID03.
 CZ0614
 CZ0614;                    North         East    Units  Estimated Accuracy
 CZ0614;SPC AZ C     -   152,260.      257,040.      MT  (+/- 180 meters Scaled)
 CZ0614
 CZ0614                          SUPERSEDED SURVEY CONTROL
 CZ0614
 CZ0614  NGVD 29 (??/??/92)  712.746  (m)         2338.40   (f) ADJ UNCH    2 0
 CZ0614
 CZ0614.Superseded values are not recommended for survey control.
 CZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0614.See file dsdata.txt to determine how the superseded data were derived.
 CZ0614
 CZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA574818(NAD 83)
 CZ0614_MARKER: DB = BENCH MARK DISK
 CZ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0614_STAMPING: G 399 1962
 CZ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0614+STABILITY: SURFACE MOTION
 CZ0614
 CZ0614  HISTORY     - Date     Condition        Report By
 CZ0614  HISTORY     - 1962     MONUMENTED       CGS
 CZ0614
 CZ0614                          STATION DESCRIPTION
 CZ0614
 CZ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0614'22.7 MI W FROM CORTARO.
 CZ0614'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0614'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, JUST EAST
 CZ0614'OF A T ROAD INTERSECTION, 203 FEET EAST OF THE CENTER OF AN OILED
 CZ0614'ROAD, 93.7 FEET SOUTH OF THE AVRA VALLEY ROAD, 6 FEET WEST OF A POWER
 CZ0614'LINE POLE, 1.9 FEET WEST OF A METAL WITNESS POST, A BRONZE DISK SET IN
 CZ0614'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0247 ***********************************************************************
 CY0247  DESIGNATION -  G 40
 CY0247  PID         -  CY0247
 CY0247  STATE/COUNTY-  AZ/GREENLEE
 CY0247  USGS QUAD   -  GUTHRIE (1986)
 CY0247
 CY0247                         *CURRENT SURVEY CONTROL
 CY0247  ___________________________________________________________________
 CY0247* NAD 83(1986)-  32 57 01.     (N)    109 18 47.     (W)     SCALED    
 CY0247* NAVD 88     -      1134.642  (meters)    3722.57   (feet)  ADJUSTED  
 CY0247  ___________________________________________________________________
 CY0247  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CY0247  DYNAMIC HT  -        1133.028 (meters)    3717.28  (feet)  COMP
 CY0247  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 CY0247
 CY0247  VERT ORDER  -  SECOND    CLASS 0
 CY0247
 CY0247.The horizontal coordinates were scaled from a topographic map and have
 CY0247.an estimated accuracy of +/- 6 seconds.
 CY0247
 CY0247.The orthometric height was determined by differential leveling
 CY0247.and adjusted by the National Geodetic Survey in June 1991..
 CY0247
 CY0247.The geoid height was determined by GEOID03.
 CY0247
 CY0247.The dynamic height is computed by dividing the NAVD 88
 CY0247.geopotential number by the normal gravity value computed on the
 CY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0247.degrees latitude (g = 980.6199 gals.).
 CY0247
 CY0247.The modeled gravity was interpolated from observed gravity values.
 CY0247
 CY0247;                    North         East    Units  Estimated Accuracy
 CY0247;SPC AZ E     -   216,560.      293,170.      MT  (+/- 180 meters Scaled)
 CY0247
 CY0247                          SUPERSEDED SURVEY CONTROL
 CY0247
 CY0247  NGVD 29 (??/??/92) 1133.945  (m)         3720.28   (f) ADJ UNCH    2 0
 CY0247
 CY0247.Superseded values are not recommended for survey control.
 CY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0247.See file dsdata.txt to determine how the superseded data were derived.
 CY0247
 CY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB576470(NAD 83)
 CY0247_MARKER: DB = BENCH MARK DISK
 CY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0247_STAMPING: G 40 1934
 CY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0247+STABILITY: SURFACE MOTION
 CY0247
 CY0247  HISTORY     - Date     Condition        Report By
 CY0247  HISTORY     - 1934     MONUMENTED       CGS
 CY0247
 CY0247                          STATION DESCRIPTION
 CY0247
 CY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0247'13.1 MI S FROM CLIFTON.
 CY0247'13.1 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 1.5
 CY0247'MILES SOUTH WEST OF GILA RIVER BRIDGE, AND ABOUT 45 FT. NORTH WEST OF
 CY0247'CENTER LINE OF ANGLE IN HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0004 ***********************************************************************
 GP0004  DESIGNATION -  G 401
 GP0004  PID         -  GP0004
 GP0004  STATE/COUNTY-  AZ/NAVAJO
 GP0004  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0004
 GP0004                         *CURRENT SURVEY CONTROL
 GP0004  ___________________________________________________________________
 GP0004* NAD 83(1986)-  36 58 38.     (N)    110 11 21.     (W)     SCALED    
 GP0004* NAVD 88     -      1606.609  (meters)    5271.02   (feet)  ADJUSTED  
 GP0004  ___________________________________________________________________
 GP0004  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GP0004  DYNAMIC HT  -        1604.762 (meters)    5264.96  (feet)  COMP
 GP0004  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 GP0004
 GP0004  VERT ORDER  -  FIRST     CLASS II
 GP0004
 GP0004.The horizontal coordinates were scaled from a topographic map and have
 GP0004.an estimated accuracy of +/- 6 seconds.
 GP0004
 GP0004.The orthometric height was determined by differential leveling
 GP0004.and adjusted by the National Geodetic Survey in June 1991..
 GP0004
 GP0004.The geoid height was determined by GEOID03.
 GP0004
 GP0004.The dynamic height is computed by dividing the NAVD 88
 GP0004.geopotential number by the normal gravity value computed on the
 GP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0004.degrees latitude (g = 980.6199 gals.).
 GP0004
 GP0004.The modeled gravity was interpolated from observed gravity values.
 GP0004
 GP0004;                    North         East    Units  Estimated Accuracy
 GP0004;SPC AZ E     -   662,940.      211,360.      MT  (+/- 180 meters Scaled)
 GP0004
 GP0004                          SUPERSEDED SURVEY CONTROL
 GP0004
 GP0004  NGVD 29 (??/??/92) 1605.707  (m)         5268.06   (f) ADJ UNCH    1 2
 GP0004
 GP0004.Superseded values are not recommended for survey control.
 GP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0004.See file dsdata.txt to determine how the superseded data were derived.
 GP0004
 GP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF721926(NAD 83)
 GP0004_MARKER: DB = BENCH MARK DISK
 GP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0004_STAMPING: G 401 1962
 GP0004_MARK LOGO: CGS   
 GP0004_PROJECTION: PROJECTING 10 CENTIMETERS
 GP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0004+STABILITY: SURFACE MOTION
 GP0004
 GP0004  HISTORY     - Date     Condition        Report By
 GP0004  HISTORY     - 1962     MONUMENTED       CGS
 GP0004  HISTORY     - 1983     GOOD             NGS
 GP0004
 GP0004                          STATION DESCRIPTION
 GP0004
 GP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0004'4.15 MI S FROM GOULDING TR POST, UT.
 GP0004'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0004'UTAH.  THENCE 2.2 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0004'STATE HIGHWAY 64, 81 FEET WEST OF THE CENTERLINE OF ARIZONA HIGHWAY
 GP0004'64, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GP0004'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 GP0004'INCHES.
 GP0004
 GP0004                          STATION RECOVERY (1983)
 GP0004
 GP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0004'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  34.4 KM
 GP0004'(21.35 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0004'U.S. HIGHWAY 160 IN KAYENTA, 2.9 KM (1.8 MI) SOUTHWEST OF THE
 GP0004'ARIZONA-UTAH STATE LINE, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 415,
 GP0004'24.8 METERS (81.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0004'1.7 METERS (5.6 FT) NORTHWEST OF A FENCE.
 GP0004'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 GP0004'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1264 ***********************************************************************
 DU1264  DESIGNATION -  G 403
 DU1264  PID         -  DU1264
 DU1264  STATE/COUNTY-  AZ/GILA
 DU1264  USGS QUAD   -  GLOBE (1982)
 DU1264
 DU1264                         *CURRENT SURVEY CONTROL
 DU1264  ___________________________________________________________________
 DU1264* NAD 83(1986)-  33 28 02.     (N)    110 51 10.     (W)     SCALED    
 DU1264* NAVD 88     -       960.726  (meters)    3151.98   (feet)  ADJUSTED  
 DU1264  ___________________________________________________________________
 DU1264  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU1264  DYNAMIC HT  -         959.438 (meters)    3147.76  (feet)  COMP
 DU1264  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 DU1264
 DU1264  VERT ORDER  -  FIRST     CLASS II
 DU1264
 DU1264.The horizontal coordinates were scaled from a topographic map and have
 DU1264.an estimated accuracy of +/- 6 seconds.
 DU1264
 DU1264.The orthometric height was determined by differential leveling
 DU1264.and adjusted by the National Geodetic Survey in June 1991..
 DU1264
 DU1264.The geoid height was determined by GEOID03.
 DU1264
 DU1264.The dynamic height is computed by dividing the NAVD 88
 DU1264.geopotential number by the normal gravity value computed on the
 DU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1264.degrees latitude (g = 980.6199 gals.).
 DU1264
 DU1264.The modeled gravity was interpolated from observed gravity values.
 DU1264
 DU1264;                    North         East    Units  Estimated Accuracy
 DU1264;SPC AZ E     -   273,780.      149,590.      MT  (+/- 180 meters Scaled)
 DU1264
 DU1264                          SUPERSEDED SURVEY CONTROL
 DU1264
 DU1264.No superseded survey control is available for this station.
 DU1264
 DU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC136030(NAD 83)
 DU1264_MARKER: DB = BENCH MARK DISK
 DU1264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1264_SP_SET: STAINLESS STEEL ROD
 DU1264_STAMPING: G 403 1979
 DU1264_PROJECTION: FLUSH
 DU1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1264_ROD/PIPE-DEPTH: 4.27 meters
 DU1264
 DU1264  HISTORY     - Date     Condition        Report By
 DU1264  HISTORY     - 1979     MONUMENTED       NGS
 DU1264  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1264
 DU1264                          STATION DESCRIPTION
 DU1264
 DU1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1264'8.4 MI NORTH FROM GLOBE.
 DU1264'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1264'COURTHOUSE IN GLOBE, THENCE 3.85 MILES NORTH ALONG STATE HIGHWAY
 DU1264'88 (APACHE TRAIL), 28.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1264'3.0 FEET NORTH OF A POWERLINE POLE NUMBER 248-2 AND 1.5 FEET EAST
 DU1264'OF A ROCK RETAINING WALL. NOTE=REFUSAL WAS REACHED AT 14 FEET, ACCESS
 DU1264'TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1264'THE MARK IS 1.7 FT  NNW FROM A WITNESS POST.
 DU1264'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1264
 DU1264                          STATION RECOVERY (2005)
 DU1264
 DU1264'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0302 ***********************************************************************
 GP0302  DESIGNATION -  G 403
 GP0302  PID         -  GP0302
 GP0302  STATE/COUNTY-  AZ/COCONINO
 GP0302  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0302
 GP0302                         *CURRENT SURVEY CONTROL
 GP0302  ___________________________________________________________________
 GP0302* NAD 83(1986)-  36 40 20.     (N)    111 37 11.     (W)     SCALED    
 GP0302* NAVD 88     -      1860.229  (meters)    6103.10   (feet)  ADJUSTED  
 GP0302  ___________________________________________________________________
 GP0302  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0302  DYNAMIC HT  -        1857.960 (meters)    6095.66  (feet)  COMP
 GP0302  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 GP0302
 GP0302  VERT ORDER  -  FIRST     CLASS II
 GP0302
 GP0302.The horizontal coordinates were scaled from a topographic map and have
 GP0302.an estimated accuracy of +/- 6 seconds.
 GP0302
 GP0302.The orthometric height was determined by differential leveling
 GP0302.and adjusted by the National Geodetic Survey in June 1991..
 GP0302
 GP0302.The geoid height was determined by GEOID03.
 GP0302
 GP0302.The dynamic height is computed by dividing the NAVD 88
 GP0302.geopotential number by the normal gravity value computed on the
 GP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0302.degrees latitude (g = 980.6199 gals.).
 GP0302
 GP0302.The modeled gravity was interpolated from observed gravity values.
 GP0302
 GP0302;                    North         East    Units  Estimated Accuracy
 GP0302;SPC AZ C     -   629,140.      239,900.      MT  (+/- 180 meters Scaled)
 GP0302
 GP0302                          SUPERSEDED SURVEY CONTROL
 GP0302
 GP0302  NGVD 29 (??/??/92) 1859.241  (m)         6099.86   (f) ADJ UNCH    1 2
 GP0302
 GP0302.Superseded values are not recommended for survey control.
 GP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0302.See file dsdata.txt to determine how the superseded data were derived.
 GP0302
 GP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF446586(NAD 83)
 GP0302_MARKER: DB = BENCH MARK DISK
 GP0302_SETTING: 66 = SET IN ROCK OUTCROP
 GP0302_SP_SET: ROCK OUTCROP
 GP0302_STAMPING: G 403 1962
 GP0302_MARK LOGO: CGS   
 GP0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0302+STABILITY: POSITION/ELEVATION WELL
 GP0302
 GP0302  HISTORY     - Date     Condition        Report By
 GP0302  HISTORY     - 1962     MONUMENTED       CGS
 GP0302  HISTORY     - 1983     GOOD             NGS
 GP0302
 GP0302                          STATION DESCRIPTION
 GP0302
 GP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0302'4.35 MI NE FROM BITTER SPRINGS.
 GP0302'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0302'STATION AT BITTER SPRINGS.  THENCE 4.15 MILES NORTHEAST ALONG U.S.
 GP0302'HIGHWAY 89 LEADING TO PAGE, 0.3 MILE EAST OF THE EAST END OF A HIGHWAY
 GP0302'ROCK CUT, AT THE EAST EDGE OF A PARKING AREA ON THE SOUTH SIDE OF A
 GP0302'CURVE IN THE HIGHWAY, 83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GP0302'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0302'ROCK OUTCROP AMONG SOME SMALL CEDAR TREES AND FLUSH WITH THE SURFACE
 GP0302'OF THE GROUND.
 GP0302
 GP0302                          STATION RECOVERY (1983)
 GP0302
 GP0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0208 ***********************************************************************
 GP0208  DESIGNATION -  G 404
 GP0208  PID         -  GP0208
 GP0208  STATE/COUNTY-  AZ/COCONINO
 GP0208  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0208
 GP0208                         *CURRENT SURVEY CONTROL
 GP0208  ___________________________________________________________________
 GP0208* NAD 83(1986)-  36 41 29.     (N)    111 39 19.     (W)     SCALED    
 GP0208* NAVD 88     -      1403.455  (meters)    4604.50   (feet)  POSTED    
 GP0208  ___________________________________________________________________
 GP0208  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GP0208  DYNAMIC HT  -        1401.780 (meters)    4599.01  (feet)  COMP
 GP0208  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 GP0208
 GP0208  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0208
 GP0208.The horizontal coordinates were scaled from a topographic map and have
 GP0208.an estimated accuracy of +/- 6 seconds.
 GP0208
 GP0208.The orthometric height was determined by differential leveling
 GP0208.and adjusted by the National Geodetic Survey in 1992..
 GP0208.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0208.rate of 2.1 thru 3.0 mm/km.
 GP0208
 GP0208.The geoid height was determined by GEOID03.
 GP0208
 GP0208.The dynamic height is computed by dividing the NAVD 88
 GP0208.geopotential number by the normal gravity value computed on the
 GP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0208.degrees latitude (g = 980.6199 gals.).
 GP0208
 GP0208.The modeled gravity was interpolated from observed gravity values.
 GP0208
 GP0208;                    North         East    Units  Estimated Accuracy
 GP0208;SPC AZ C     -   631,260.      236,720.      MT  (+/- 180 meters Scaled)
 GP0208
 GP0208                          SUPERSEDED SURVEY CONTROL
 GP0208
 GP0208  NGVD 29 (??/??/92) 1402.51   (m)         4601.4    (f) COMPUTED    1 2
 GP0208
 GP0208.Superseded values are not recommended for survey control.
 GP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0208.See file dsdata.txt to determine how the superseded data were derived.
 GP0208
 GP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF414608(NAD 83)
 GP0208_MARKER: DB = BENCH MARK DISK
 GP0208_SETTING: 66 = SET IN ROCK OUTCROP
 GP0208_SP_SET: ROCK OUTCROP
 GP0208_STAMPING: G 404 1962
 GP0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0208+STABILITY: POSITION/ELEVATION WELL
 GP0208
 GP0208  HISTORY     - Date     Condition        Report By
 GP0208  HISTORY     - 1962     MONUMENTED       CGS
 GP0208  HISTORY     - 1978     GOOD             USGS
 GP0208
 GP0208                          STATION DESCRIPTION
 GP0208
 GP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0208'3.9 MI N FROM BITTER SPRINGS.
 GP0208'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0208'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF A CONCRETE HIGHWAY
 GP0208'BRIDGE, 163 FEET WEST OF HIGHWAY MILEPOST NUMBER 528, 142 FEET
 GP0208'NORTHEAST OF AN OLD CONCRETE HIGHWAY MARKER, 135 FEET WEST OF THE
 GP0208'CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF A METAL WITNESS POST, ABOUT
 GP0208'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH
 GP0208'WITH THE GROUND.
 GP0208
 GP0208                          STATION RECOVERY (1978)
 GP0208
 GP0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0208'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0208'SPRING, 4.1 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0208'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2381 ***********************************************************************
 DU2381  DESIGNATION -  G 404 RESET
 DU2381  PID         -  DU2381
 DU2381  STATE/COUNTY-  AZ/GILA
 DU2381  USGS QUAD   -  WINDY HILL (1978)
 DU2381
 DU2381                         *CURRENT SURVEY CONTROL
 DU2381  ___________________________________________________________________
 DU2381* NAD 83(1986)-  33 39 46.     (N)    111 07 08.     (W)     SCALED    
 DU2381* NAVD 88     -       705.25   (meters)    2313.8    (feet)  RESET     
 DU2381  ___________________________________________________________________
 DU2381  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU2381
 DU2381  VERT ORDER  -  THIRD
 DU2381
 DU2381.The horizontal coordinates were scaled from a topographic map and have
 DU2381.an estimated accuracy of +/- 6 seconds.
 DU2381
 DU2381.The orthometric height was computed from unverified reset data.
 DU2381
 DU2381.The geoid height was determined by GEOID03.
 DU2381
 DU2381;                    North         East    Units  Estimated Accuracy
 DU2381;SPC AZ E     -   295,660.      125,050.      MT  (+/- 180 meters Scaled)
 DU2381
 DU2381                          SUPERSEDED SURVEY CONTROL
 DU2381
 DU2381.No superseded survey control is available for this station.
 DU2381
 DU2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC889247(NAD 83)
 DU2381_MARKER: DV = VERTICAL CONTROL DISK
 DU2381_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU2381_SP_SET: UNSPECIFIED ROCK
 DU2381_STAMPING: G 404 1979 RESET 1989
 DU2381_MARK LOGO: NGS   
 DU2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2381
 DU2381  HISTORY     - Date     Condition        Report By
 DU2381  HISTORY     - 1989     MONUMENTED       LOCENG
 DU2381  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 DU2381
 DU2381                          STATION DESCRIPTION
 DU2381
 DU2381'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 DU2381'FROM THE JUNCTION OF STATE ROAD 88 AND MAIN STREET IN ROOSEVELT
 DU2381'PROCEED SOUTHEAST 1.18 MILES (1.90 KM) MILES ON STATE ROAD 88 TO
 DU2381'STATION ON RIGHT, 76 FEET (23.2 M) SOUTH OF CENTERLINE OF STATE ROAD
 DU2381'88, 67 FEET (20.4 M) EAST OF MILEPOST 245 ALONG STATE ROAD 88, 21
 DU2381'FEET (6.4 M) NORTH OF RIGHT OF WAY FENCE, 3 FEET (0.9 M) NORTH OF
 DU2381'WITNESS POST AND SIGN.
 DU2381
 DU2381                          STATION RECOVERY (2004)
 DU2381
 DU2381'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2381'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1186 ***********************************************************************
 DU1186  DESIGNATION -  G 405
 DU1186  PID         -  DU1186
 DU1186  STATE/COUNTY-  AZ/GILA
 DU1186  USGS QUAD   -  CHROME BUTTE (1966)
 DU1186
 DU1186                         *CURRENT SURVEY CONTROL
 DU1186  ___________________________________________________________________
 DU1186* NAD 83(1986)-  33 35 14.     (N)    110 38 27.     (W)     SCALED    
 DU1186* NAVD 88     -      1246.168  (meters)    4088.47   (feet)  ADJUSTED  
 DU1186  ___________________________________________________________________
 DU1186  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DU1186  DYNAMIC HT  -        1244.435 (meters)    4082.78  (feet)  COMP
 DU1186  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 DU1186
 DU1186  VERT ORDER  -  FIRST     CLASS II
 DU1186
 DU1186.The horizontal coordinates were scaled from a topographic map and have
 DU1186.an estimated accuracy of +/- 6 seconds.
 DU1186
 DU1186.The orthometric height was determined by differential leveling
 DU1186.and adjusted by the National Geodetic Survey in June 1991..
 DU1186
 DU1186.The geoid height was determined by GEOID03.
 DU1186
 DU1186.The dynamic height is computed by dividing the NAVD 88
 DU1186.geopotential number by the normal gravity value computed on the
 DU1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1186.degrees latitude (g = 980.6199 gals.).
 DU1186
 DU1186.The modeled gravity was interpolated from observed gravity values.
 DU1186
 DU1186;                    North         East    Units  Estimated Accuracy
 DU1186;SPC AZ E     -   286,970.      169,350.      MT  (+/- 180 meters Scaled)
 DU1186
 DU1186                          SUPERSEDED SURVEY CONTROL
 DU1186
 DU1186.No superseded survey control is available for this station.
 DU1186
 DU1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC333164(NAD 83)
 DU1186_MARKER: DB = BENCH MARK DISK
 DU1186_SETTING: 66 = SET IN ROCK OUTCROP
 DU1186_SP_SET: ROCK OUTCROP
 DU1186_STAMPING: G 405 1979
 DU1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1186+STABILITY: POSITION/ELEVATION WELL
 DU1186
 DU1186  HISTORY     - Date     Condition        Report By
 DU1186  HISTORY     - 1979     MONUMENTED       NGS
 DU1186
 DU1186                          STATION DESCRIPTION
 DU1186
 DU1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1186'17.0 MI NE FROM GLOBE.
 DU1186'17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1186'COURTHOUSE IN GLOBE, 0.15 MILE NORTH OF MILE MARKER NUMBER 268, 314.4
 DU1186'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE AND 38 FEET
 DU1186'WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1186'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 DU1186'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0271 ***********************************************************************
 GP0271  DESIGNATION -  G 405
 GP0271  PID         -  GP0271
 GP0271  STATE/COUNTY-  AZ/COCONINO
 GP0271  USGS QUAD   -  FERRY SWALE (1985)
 GP0271
 GP0271                         *CURRENT SURVEY CONTROL
 GP0271  ___________________________________________________________________
 GP0271* NAD 83(1986)-  36 58 58.     (N)    111 33 03.     (W)     SCALED    
 GP0271* NAVD 88     -      1265.182  (meters)    4150.85   (feet)  ADJUSTED  
 GP0271  ___________________________________________________________________
 GP0271  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0271  DYNAMIC HT  -        1263.758 (meters)    4146.18  (feet)  COMP
 GP0271  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GP0271
 GP0271  VERT ORDER  -  FIRST     CLASS II
 GP0271
 GP0271.The horizontal coordinates were scaled from a topographic map and have
 GP0271.an estimated accuracy of +/- 6 seconds.
 GP0271
 GP0271.The orthometric height was determined by differential leveling
 GP0271.and adjusted by the National Geodetic Survey in June 1991..
 GP0271.WARNING-Repeat measurements at this control monument indicate possible
 GP0271.vertical movement.
 GP0271
 GP0271.The geoid height was determined by GEOID03.
 GP0271
 GP0271.The dynamic height is computed by dividing the NAVD 88
 GP0271.geopotential number by the normal gravity value computed on the
 GP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0271.degrees latitude (g = 980.6199 gals.).
 GP0271
 GP0271.The modeled gravity was interpolated from observed gravity values.
 GP0271
 GP0271;                    North         East    Units  Estimated Accuracy
 GP0271;SPC AZ C     -   663,620.      245,930.      MT  (+/- 180 meters Scaled)
 GP0271
 GP0271                          SUPERSEDED SURVEY CONTROL
 GP0271
 GP0271  NGVD 29 (??/??/92) 1264.246  (m)         4147.78   (f) ADJ UNCH    1 2
 GP0271
 GP0271.Superseded values are not recommended for survey control.
 GP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0271.See file dsdata.txt to determine how the superseded data were derived.
 GP0271
 GP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF509931(NAD 83)
 GP0271_MARKER: DB = BENCH MARK DISK
 GP0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0271_SP_SET: CATTLE GUARD
 GP0271_STAMPING: G 405 1962
 GP0271_MARK LOGO: CGS   
 GP0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0271
 GP0271  HISTORY     - Date     Condition        Report By
 GP0271  HISTORY     - 1962     MONUMENTED       CGS
 GP0271  HISTORY     - 1983     GOOD             NGS
 GP0271
 GP0271                          STATION DESCRIPTION
 GP0271
 GP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0271'5.75 MI NW FROM PAGE.
 GP0271'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0271'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE NORTHWEST
 GP0271'OF MILEPOST NUMBER 555, AT A CONCRETE AND METAL CATTLE GUARD OVER AN
 GP0271'ASPHALT ROAD LEADING WEST, 113 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 GP0271'OF THE HIGHWAY, 8.0 FEET NORTH OF THE CENTERLINE OF THE ASPHALT ROAD,
 GP0271'ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 GP0271'NORTH CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0271
 GP0271                          STATION RECOVERY (1983)
 GP0271
 GP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0441 ***********************************************************************
 DT0441  DESIGNATION -  G 406
 DT0441  PID         -  DT0441
 DT0441  STATE/COUNTY-  AZ/NAVAJO
 DT0441  USGS QUAD   -  WHITERIVER (1984)
 DT0441
 DT0441                         *CURRENT SURVEY CONTROL
 DT0441  ___________________________________________________________________
 DT0441* NAD 83(1986)-  33 47 57.     (N)    109 59 44.     (W)     SCALED    
 DT0441* NAVD 88     -      1542.832  (meters)    5061.77   (feet)  ADJUSTED  
 DT0441  ___________________________________________________________________
 DT0441  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 DT0441  DYNAMIC HT  -        1540.595 (meters)    5054.44  (feet)  COMP
 DT0441  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 DT0441
 DT0441  VERT ORDER  -  FIRST     CLASS II
 DT0441
 DT0441.The horizontal coordinates were scaled from a topographic map and have
 DT0441.an estimated accuracy of +/- 6 seconds.
 DT0441
 DT0441.The orthometric height was determined by differential leveling
 DT0441.and adjusted by the National Geodetic Survey in June 1991..
 DT0441
 DT0441.The geoid height was determined by GEOID03.
 DT0441
 DT0441.The dynamic height is computed by dividing the NAVD 88
 DT0441.geopotential number by the normal gravity value computed on the
 DT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0441.degrees latitude (g = 980.6199 gals.).
 DT0441
 DT0441.The modeled gravity was interpolated from observed gravity values.
 DT0441
 DT0441;                    North         East    Units  Estimated Accuracy
 DT0441;SPC AZ E     -   310,390.      229,200.      MT  (+/- 180 meters Scaled)
 DT0441
 DT0441                          SUPERSEDED SURVEY CONTROL
 DT0441
 DT0441.No superseded survey control is available for this station.
 DT0441
 DT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC929403(NAD 83)
 DT0441_MARKER: DB = BENCH MARK DISK
 DT0441_SETTING: 66 = SET IN ROCK OUTCROP
 DT0441_SP_SET: ROCK OUTCROP
 DT0441_STAMPING: G 406 1979
 DT0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0441+STABILITY: POSITION/ELEVATION WELL
 DT0441
 DT0441  HISTORY     - Date     Condition        Report By
 DT0441  HISTORY     - 1979     MONUMENTED       NGS
 DT0441
 DT0441                          STATION DESCRIPTION
 DT0441
 DT0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0441'3.1 MI SW FROM WHITERIVER.
 DT0441'3.1 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0441'HEADQUARTERS IN WHITERIVER, 180 YARDS NORTHWEST OF THE NORTHWEST
 DT0441'BANK OF THE NORTH FORK OF THE WHITERIVER, 60.2 FEET SOUTHEAST OF THE
 DT0441'CENTERLINE OF THE HIGHWAY AND 84 FEET NORTHWEST OF THE CENTER OF A
 DT0441'CINDER ROAD PARALLELING THE HIGHWAY.
 DT0441'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 DT0441'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1222 ***********************************************************************
 DU1222  DESIGNATION -  G 407
 DU1222  PID         -  DU1222
 DU1222  STATE/COUNTY-  AZ/GILA
 DU1222  USGS QUAD   -  CARRIZO (1978)
 DU1222
 DU1222                         *CURRENT SURVEY CONTROL
 DU1222  ___________________________________________________________________
 DU1222* NAD 83(1986)-  33 54 48.     (N)    110 21 45.     (W)     SCALED    
 DU1222* NAVD 88     -      1795.544  (meters)    5890.88   (feet)  ADJUSTED  
 DU1222  ___________________________________________________________________
 DU1222  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DU1222  DYNAMIC HT  -        1792.986 (meters)    5882.49  (feet)  COMP
 DU1222  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 DU1222
 DU1222  VERT ORDER  -  FIRST     CLASS II
 DU1222
 DU1222.The horizontal coordinates were scaled from a topographic map and have
 DU1222.an estimated accuracy of +/- 6 seconds.
 DU1222
 DU1222.The orthometric height was determined by differential leveling
 DU1222.and adjusted by the National Geodetic Survey in June 1991..
 DU1222
 DU1222.The geoid height was determined by GEOID03.
 DU1222
 DU1222.The dynamic height is computed by dividing the NAVD 88
 DU1222.geopotential number by the normal gravity value computed on the
 DU1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1222.degrees latitude (g = 980.6199 gals.).
 DU1222
 DU1222.The modeled gravity was interpolated from observed gravity values.
 DU1222
 DU1222;                    North         East    Units  Estimated Accuracy
 DU1222;SPC AZ E     -   323,060.      195,250.      MT  (+/- 180 meters Scaled)
 DU1222
 DU1222                          SUPERSEDED SURVEY CONTROL
 DU1222
 DU1222.No superseded survey control is available for this station.
 DU1222
 DU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC589527(NAD 83)
 DU1222_MARKER: DB = BENCH MARK DISK
 DU1222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1222+WITH SETTING: INFORMATION.
 DU1222_SP_SET: SHALLOW SET METAL ROD
 DU1222_STAMPING: G 407 1979
 DU1222_PROJECTION: FLUSH
 DU1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1222_ROD/PIPE-DEPTH: 2.13 meters
 DU1222
 DU1222  HISTORY     - Date     Condition        Report By
 DU1222  HISTORY     - 1979     MONUMENTED       NGS
 DU1222
 DU1222                          STATION DESCRIPTION
 DU1222
 DU1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1222'51.6 MI NE FROM GLOBE.
 DU1222'13.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1222'IN THE SALT RIVER CANYON, 97.2 FEET NORTHEAST OF THE CENTERLINE OF
 DU1222'THE HIGHWAY, 22.8 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 DU1222'NORTHEAST, 17 FEET SOUTHEAST OF THE SOUTH END OF A WIRE GATE AND
 DU1222'2.0 FEET SOUTHWEST OF A FENCE.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU1222'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.  REFUSAL
 DU1222'WAS REACHED AT 7 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1222'PLUG.
 DU1222'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 DU1222'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0457 ***********************************************************************
 DT0457  DESIGNATION -  G 408
 DT0457  PID         -  DT0457
 DT0457  STATE/COUNTY-  AZ/NAVAJO
 DT0457  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0457
 DT0457                         *CURRENT SURVEY CONTROL
 DT0457  ___________________________________________________________________
 DT0457* NAD 83(1986)-  33 59 37.     (N)    109 54 36.     (W)     SCALED    
 DT0457* NAVD 88     -      1863.269  (meters)    6113.07   (feet)  ADJUSTED  
 DT0457  ___________________________________________________________________
 DT0457  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0457  DYNAMIC HT  -        1860.477 (meters)    6103.91  (feet)  COMP
 DT0457  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 DT0457
 DT0457  VERT ORDER  -  FIRST     CLASS II
 DT0457
 DT0457.The horizontal coordinates were scaled from a topographic map and have
 DT0457.an estimated accuracy of +/- 6 seconds.
 DT0457
 DT0457.The orthometric height was determined by differential leveling
 DT0457.and adjusted by the National Geodetic Survey in June 1991..
 DT0457
 DT0457.The geoid height was determined by GEOID03.
 DT0457
 DT0457.The dynamic height is computed by dividing the NAVD 88
 DT0457.geopotential number by the normal gravity value computed on the
 DT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0457.degrees latitude (g = 980.6199 gals.).
 DT0457
 DT0457.The modeled gravity was interpolated from observed gravity values.
 DT0457
 DT0457;                    North         East    Units  Estimated Accuracy
 DT0457;SPC AZ E     -   331,980.      237,070.      MT  (+/- 180 meters Scaled)
 DT0457
 DT0457                          SUPERSEDED SURVEY CONTROL
 DT0457
 DT0457.No superseded survey control is available for this station.
 DT0457
 DT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC006619(NAD 83)
 DT0457_MARKER: DB = BENCH MARK DISK
 DT0457_SETTING: 66 = SET IN ROCK OUTCROP
 DT0457_SP_SET: ROCK OUTCROP
 DT0457_STAMPING: G 408 1979
 DT0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0457+STABILITY: POSITION/ELEVATION WELL
 DT0457
 DT0457  HISTORY     - Date     Condition        Report By
 DT0457  HISTORY     - 1979     MONUMENTED       NGS
 DT0457
 DT0457                          STATION DESCRIPTION
 DT0457
 DT0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0457'10.0 MI SW FROM MCNARY.
 DT0457'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POSE OFFICE IN MCNARY,
 DT0457'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 6.7 MILES
 DT0457'SOUTH ALONG STATE HIGHWAY 73, 0.15 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0457'252, 71.9 FEET NORTHEAST OF THE NORTH CORNER OF A CONCRETE BRIDGE,
 DT0457'27.1 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.2 FEET
 DT0457'SOUTHEAST OF A BARBED WIRE FENCE, 11.2 FEET SOUTH OF THE SOUTHEAST
 DT0457'LEG OF A SIGN (COALMINE CANYON) AND 9.2 FEET NORTHWEST OF A STEEL
 DT0457'GUARD RAIL.
 DT0457'THE MARK IS 1.2 FT  SW FROM A WITNESS POST.
 DT0457'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0468 ***********************************************************************
 DT0468  DESIGNATION -  G 409
 DT0468  PID         -  DT0468
 DT0468  STATE/COUNTY-  AZ/APACHE
 DT0468  USGS QUAD   -  NUTRIOSO (1991)
 DT0468
 DT0468                         *CURRENT SURVEY CONTROL
 DT0468  ___________________________________________________________________
 DT0468* NAD 83(1986)-  33 54 04.     (N)    109 09 28.     (W)     SCALED    
 DT0468* NAVD 88     -      2589.579  (meters)    8495.98   (feet)  ADJUSTED  
 DT0468  ___________________________________________________________________
 DT0468  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0468  DYNAMIC HT  -        2585.279 (meters)    8481.87  (feet)  COMP
 DT0468  MODELED GRAV-     978,882.1   (mgal)                       NAVD 88
 DT0468
 DT0468  VERT ORDER  -  FIRST     CLASS II
 DT0468
 DT0468.The horizontal coordinates were scaled from a topographic map and have
 DT0468.an estimated accuracy of +/- 6 seconds.
 DT0468
 DT0468.The orthometric height was determined by differential leveling
 DT0468.and adjusted by the National Geodetic Survey in June 1991..
 DT0468
 DT0468.The geoid height was determined by GEOID03.
 DT0468
 DT0468.The dynamic height is computed by dividing the NAVD 88
 DT0468.geopotential number by the normal gravity value computed on the
 DT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0468.degrees latitude (g = 980.6199 gals.).
 DT0468
 DT0468.The modeled gravity was interpolated from observed gravity values.
 DT0468
 DT0468;                    North         East    Units  Estimated Accuracy
 DT0468;SPC AZ E     -   322,140.      306,670.      MT  (+/- 180 meters Scaled)
 DT0468
 DT0468                          SUPERSEDED SURVEY CONTROL
 DT0468
 DT0468.No superseded survey control is available for this station.
 DT0468
 DT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC703527(NAD 83)
 DT0468_MARKER: DB = BENCH MARK DISK
 DT0468_SETTING: 66 = SET IN ROCK OUTCROP
 DT0468_SP_SET: ROCK OUTCROP
 DT0468_STAMPING: G 409 1980
 DT0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0468+STABILITY: POSITION/ELEVATION WELL
 DT0468
 DT0468  HISTORY     - Date     Condition        Report By
 DT0468  HISTORY     - 1980     MONUMENTED       NGS
 DT0468  HISTORY     - 20050729 GOOD             USPSQD
 DT0468
 DT0468                          STATION DESCRIPTION
 DT0468
 DT0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0468'8.0 KM NW FROM ALPINE.
 DT0468'8.0 KM (4.95 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0468'POST OFFICE IN ALPINE, ALSO 7.2 KM (4.45 MI) SOUTHEAST
 DT0468'ALONG U.S. HIGHWAY 180 FROM THE POST OFFFICE IN NUTRIOSO, 41.5 METERS
 DT0468'(136.0 FT) NORTH AND ACROSS THE HIGHWAY FROM MILE POST 422, 20.8
 DT0468'METERS (68.2 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A GUARD RAIL,
 DT0468'13.8 METERS (45.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0468'17.3 METERS (56.8 FT) SOUTHWEST OF A FENCE.
 DT0468'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DT0468'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0468
 DT0468                          STATION RECOVERY (2005)
 DT0468
 DT0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0214 ***********************************************************************
 DT0214  DESIGNATION -  G 41
 DT0214  PID         -  DT0214
 DT0214  STATE/COUNTY-  AZ/APACHE
 DT0214  USGS QUAD   -  NUTRIOSO (1991)
 DT0214
 DT0214                         *CURRENT SURVEY CONTROL
 DT0214  ___________________________________________________________________
 DT0214* NAD 83(1986)-  33 55 01.     (N)    109 10 33.     (W)     SCALED    
 DT0214* NAVD 88     -      2484.511  (meters)    8151.27   (feet)  ADJUSTED  
 DT0214  ___________________________________________________________________
 DT0214  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0214  DYNAMIC HT  -        2480.422 (meters)    8137.85  (feet)  COMP
 DT0214  MODELED GRAV-     978,900.4   (mgal)                       NAVD 88
 DT0214
 DT0214  VERT ORDER  -  FIRST     CLASS II
 DT0214
 DT0214.The horizontal coordinates were scaled from a topographic map and have
 DT0214.an estimated accuracy of +/- 6 seconds.
 DT0214
 DT0214.The orthometric height was determined by differential leveling
 DT0214.and adjusted by the National Geodetic Survey in June 1991..
 DT0214
 DT0214.The geoid height was determined by GEOID03.
 DT0214
 DT0214.The dynamic height is computed by dividing the NAVD 88
 DT0214.geopotential number by the normal gravity value computed on the
 DT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0214.degrees latitude (g = 980.6199 gals.).
 DT0214
 DT0214.The modeled gravity was interpolated from observed gravity values.
 DT0214
 DT0214;                    North         East    Units  Estimated Accuracy
 DT0214;SPC AZ E     -   323,880.      304,980.      MT  (+/- 180 meters Scaled)
 DT0214
 DT0214                          SUPERSEDED SURVEY CONTROL
 DT0214
 DT0214  NGVD 29 (??/??/92) 2483.400  (m)         8147.62   (f) ADJ UNCH    1 2
 DT0214
 DT0214.Superseded values are not recommended for survey control.
 DT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0214.See file dsdata.txt to determine how the superseded data were derived.
 DT0214
 DT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC686544(NAD 83)
 DT0214_MARKER: DB = BENCH MARK DISK
 DT0214_SETTING: 66 = SET IN ROCK OUTCROP
 DT0214_SP_SET: ROCK OUTCROP
 DT0214_STAMPING: G 41 1934
 DT0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0214+STABILITY: POSITION/ELEVATION WELL
 DT0214
 DT0214  HISTORY     - Date     Condition        Report By
 DT0214  HISTORY     - 1934     MONUMENTED       CGS
 DT0214  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0214
 DT0214                          STATION DESCRIPTION
 DT0214
 DT0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0214'3.1 MI SE FROM NUTRIOSO.
 DT0214'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO,
 DT0214'APACHE COUNTY, 0.2 MILE WEST OF A WASH, 58 FEET NORTH OF THE
 DT0214'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A
 DT0214'STANDARD DISK, STAMPED G 41 1934.
 DT0214
 DT0214                          STATION RECOVERY (1980)
 DT0214
 DT0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0214'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0342 ***********************************************************************
 ER0342  DESIGNATION -  G 410
 ER0342  PID         -  ER0342
 ER0342  STATE/COUNTY-  AZ/APACHE
 ER0342  USGS QUAD   -  MC NARY (1985)
 ER0342
 ER0342                         *CURRENT SURVEY CONTROL
 ER0342  ___________________________________________________________________
 ER0342* NAD 83(1986)-  34 04 03.     (N)    109 46 43.     (W)     SCALED    
 ER0342* NAVD 88     -      2334.773  (meters)    7660.00   (feet)  ADJUSTED  
 ER0342  ___________________________________________________________________
 ER0342  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0342  DYNAMIC HT  -        2331.089 (meters)    7647.91  (feet)  COMP
 ER0342  MODELED GRAV-     978,973.6   (mgal)                       NAVD 88
 ER0342
 ER0342  VERT ORDER  -  FIRST     CLASS II
 ER0342
 ER0342.The horizontal coordinates were scaled from a topographic map and have
 ER0342.an estimated accuracy of +/- 6 seconds.
 ER0342
 ER0342.The orthometric height was determined by differential leveling
 ER0342.and adjusted by the National Geodetic Survey in June 1991..
 ER0342
 ER0342.The geoid height was determined by GEOID03.
 ER0342
 ER0342.The dynamic height is computed by dividing the NAVD 88
 ER0342.geopotential number by the normal gravity value computed on the
 ER0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0342.degrees latitude (g = 980.6199 gals.).
 ER0342
 ER0342.The modeled gravity was interpolated from observed gravity values.
 ER0342
 ER0342;                    North         East    Units  Estimated Accuracy
 ER0342;SPC AZ E     -   340,210.      249,180.      MT  (+/- 180 meters Scaled)
 ER0342
 ER0342                          SUPERSEDED SURVEY CONTROL
 ER0342
 ER0342.No superseded survey control is available for this station.
 ER0342
 ER0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC127703(NAD 83)
 ER0342_MARKER: I = METAL ROD
 ER0342_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0342+WITH SETTING: INFORMATION.
 ER0342_SP_SET: SHALLOW SET METAL ROD
 ER0342_STAMPING: G 410 1980
 ER0342_PROJECTION: FLUSH
 ER0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0342_ROD/PIPE-DEPTH: 1.5  meters
 ER0342
 ER0342  HISTORY     - Date     Condition        Report By
 ER0342  HISTORY     - 1980     MONUMENTED       NGS
 ER0342  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0342
 ER0342                          STATION DESCRIPTION
 ER0342
 ER0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0342'7.8 KM EAST FROM MCNARY.
 ER0342'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0342'OFFICE IN MCNARY, THENCE 7.7 KM (4.8 MI) EAST ALONG
 ER0342'STATE HIGHWAY 260, 0.7 KM (0.45 MI) EAST OF MILE POST 365,
 ER0342'30.7 METERS (100.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ER0342'3.4 METERS (11.0 FT) EAST OF THE EAST GATE POST, 7.8 METERS
 ER0342'(25.5 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST AND 0.5
 ER0342'METERS (1.5 FT) NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 ER0342'1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 ER0342'5-INCH LOGO CAP.
 ER0342'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0342'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 ER0342
 ER0342                          STATION RECOVERY (2005)
 ER0342
 ER0342'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0342'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0360 ***********************************************************************
 ER0360  DESIGNATION -  G 411
 ER0360  PID         -  ER0360
 ER0360  STATE/COUNTY-  AZ/APACHE
 ER0360  USGS QUAD   -  GREER (1969)
 ER0360
 ER0360                         *CURRENT SURVEY CONTROL
 ER0360  ___________________________________________________________________
 ER0360* NAD 83(1986)-  34 03 54.     (N)    109 29 18.     (W)     SCALED    
 ER0360* NAVD 88     -      2636.849  (meters)    8651.06   (feet)  ADJUSTED  
 ER0360  ___________________________________________________________________
 ER0360  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0360  DYNAMIC HT  -        2632.543 (meters)    8636.93  (feet)  COMP
 ER0360  MODELED GRAV-     978,906.7   (mgal)                       NAVD 88
 ER0360
 ER0360  VERT ORDER  -  FIRST     CLASS II
 ER0360
 ER0360.The horizontal coordinates were scaled from a topographic map and have
 ER0360.an estimated accuracy of +/- 6 seconds.
 ER0360
 ER0360.The orthometric height was determined by differential leveling
 ER0360.and adjusted by the National Geodetic Survey in June 1991..
 ER0360
 ER0360.The geoid height was determined by GEOID03.
 ER0360
 ER0360.The dynamic height is computed by dividing the NAVD 88
 ER0360.geopotential number by the normal gravity value computed on the
 ER0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0360.degrees latitude (g = 980.6199 gals.).
 ER0360
 ER0360.The modeled gravity was interpolated from observed gravity values.
 ER0360
 ER0360;                    North         East    Units  Estimated Accuracy
 ER0360;SPC AZ E     -   340,070.      275,970.      MT  (+/- 180 meters Scaled)
 ER0360
 ER0360                          SUPERSEDED SURVEY CONTROL
 ER0360
 ER0360.No superseded survey control is available for this station.
 ER0360
 ER0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC394703(NAD 83)
 ER0360_MARKER: DB = BENCH MARK DISK
 ER0360_SETTING: 66 = SET IN ROCK OUTCROP
 ER0360_SP_SET: ROCK OUTCROP
 ER0360_STAMPING: G 411 1980
 ER0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0360+STABILITY: POSITION/ELEVATION WELL
 ER0360
 ER0360  HISTORY     - Date     Condition        Report By
 ER0360  HISTORY     - 1980     MONUMENTED       NGS
 ER0360
 ER0360                          STATION DESCRIPTION
 ER0360
 ER0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0360'21.1 KM WEST FROM EAGAR.
 ER0360'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0360'OFFICE IN EAGAR, THENCE 19.8 KM (12.3 MI) WEST ALONG STATE
 ER0360'HIGHWAY 260, IN THE TOP OF THE SOUTHWEST END OF A 350 FT BEDROCK
 ER0360'CUT IN THE HIGHWAY, 38.1 METERS (125.0 FT) NORTHEAST OF THE CENTER
 ER0360'OF A TRACK ROAD LEADING SOUTHEAST, 12.2 METERS (40.0 FT) NORTHEAST
 ER0360'OF MILE POST 380 AND 9.9 METERS (32.5 FT) SOUTHEAST OF THE CENTERLINE
 ER0360'OF THE HIGHWAY.
 ER0360'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ER0360'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1009 ***********************************************************************
 DV1009  DESIGNATION -  G 413 36
 DV1009  PID         -  DV1009
 DV1009  STATE/COUNTY-  AZ/LA PAZ
 DV1009  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1009
 DV1009                         *CURRENT SURVEY CONTROL
 DV1009  ___________________________________________________________________
 DV1009* NAD 83(1986)-  33 34 40.     (N)    113 24 15.     (W)     SCALED    
 DV1009* NAVD 88     -       426.34   (+/-2cm)    1398.8    (feet)  VERTCON   
 DV1009  ___________________________________________________________________
 DV1009  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1009
 DV1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1009
 DV1009.The horizontal coordinates were scaled from a topographic map and have
 DV1009.an estimated accuracy of +/- 6 seconds.
 DV1009
 DV1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1009.The vertical order pertains to the NGVD 29 superseded value.
 DV1009
 DV1009.The geoid height was determined by GEOID03.
 DV1009
 DV1009;                    North         East    Units  Estimated Accuracy
 DV1009;SPC AZ W     -   285,890.      245,470.      MT  (+/- 180 meters Scaled)
 DV1009
 DV1009                          SUPERSEDED SURVEY CONTROL
 DV1009
 DV1009  NGVD 29 (??/??/92)  425.673  (m)         1396.56   (f) ADJ UNCH    2 0
 DV1009
 DV1009.Superseded values are not recommended for survey control.
 DV1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1009.See file dsdata.txt to determine how the superseded data were derived.
 DV1009
 DV1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC768179(NAD 83)
 DV1009_MARKER: DB = BENCH MARK DISK
 DV1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1009_STAMPING: G 413 36 1962
 DV1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1009+STABILITY: SURFACE MOTION
 DV1009
 DV1009  HISTORY     - Date     Condition        Report By
 DV1009  HISTORY     - 1962     MONUMENTED       CGS
 DV1009  HISTORY     - 19860517 MARK NOT FOUND   USGS
 DV1009
 DV1009                          STATION DESCRIPTION
 DV1009
 DV1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1009'26.2 MI SE FROM SALOME.
 DV1009'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1009'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1009'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD,
 DV1009'THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1009'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET
 DV1009'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1009'PROJECTING 3 INCHES.
 DV1009
 DV1009                          STATION RECOVERY (1986)
 DV1009
 DV1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DS)
 DV1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1005 ***********************************************************************
 DU1005  DESIGNATION -  G 414
 DU1005  PID         -  DU1005
 DU1005  STATE/COUNTY-  AZ/MARICOPA
 DU1005  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1005
 DU1005                         *CURRENT SURVEY CONTROL
 DU1005  ___________________________________________________________________
 DU1005* NAD 83(1986)-  33 13 35.     (N)    111 55 33.     (W)     SCALED    
 DU1005* NAVD 88     -       354.78   (+/-2cm)    1164.0    (feet)  VERTCON   
 DU1005  ___________________________________________________________________
 DU1005  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DU1005
 DU1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1005
 DU1005.The horizontal coordinates were scaled from a topographic map and have
 DU1005.an estimated accuracy of +/- 6 seconds.
 DU1005
 DU1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1005.The vertical order pertains to the NGVD 29 superseded value.
 DU1005
 DU1005.The geoid height was determined by GEOID03.
 DU1005
 DU1005;                    North         East    Units  Estimated Accuracy
 DU1005;SPC AZ C     -   246,860.      212,510.      MT  (+/- 180 meters Scaled)
 DU1005
 DU1005                          SUPERSEDED SURVEY CONTROL
 DU1005
 DU1005  NGVD 29 (??/??/92)  354.265  (m)         1162.28   (f) ADJ UNCH    2 0
 DU1005
 DU1005.Superseded values are not recommended for survey control.
 DU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1005.See file dsdata.txt to determine how the superseded data were derived.
 DU1005
 DU1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137767(NAD 83)
 DU1005_MARKER: DB = BENCH MARK DISK
 DU1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1005_STAMPING: G 414 1962
 DU1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1005+STABILITY: SURFACE MOTION
 DU1005
 DU1005  HISTORY     - Date     Condition        Report By
 DU1005  HISTORY     - 1962     MONUMENTED       CGS
 DU1005
 DU1005                          STATION DESCRIPTION
 DU1005
 DU1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1005'13.4 MI SW FROM CHANDLER.
 DU1005'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1005'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1005'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 4.5 MILES
 DU1005'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1005'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 2.5 FEET SOUTHWEST OF A METAL
 DU1005'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0983 ***********************************************************************
 DV0983  DESIGNATION -  G 415
 DV0983  PID         -  DV0983
 DV0983  STATE/COUNTY-  AZ/MARICOPA
 DV0983  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV0983
 DV0983                         *CURRENT SURVEY CONTROL
 DV0983  ___________________________________________________________________
 DV0983* NAD 83(1986)-  33 30 28.     (N)    113 06 36.     (W)     SCALED    
 DV0983* NAVD 88     -       355.03   (+/-2cm)    1164.8    (feet)  VERTCON   
 DV0983  ___________________________________________________________________
 DV0983  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0983
 DV0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0983
 DV0983.The horizontal coordinates were scaled from a topographic map and have
 DV0983.an estimated accuracy of +/- 6 seconds.
 DV0983
 DV0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0983.The vertical order pertains to the NGVD 29 superseded value.
 DV0983
 DV0983.The geoid height was determined by GEOID03.
 DV0983
 DV0983;                    North         East    Units  Estimated Accuracy
 DV0983;SPC AZ C     -   278,700.      102,490.      MT  (+/- 180 meters Scaled)
 DV0983
 DV0983                          SUPERSEDED SURVEY CONTROL
 DV0983
 DV0983  NGVD 29 (??/??/92)  354.412  (m)         1162.77   (f) ADJ UNCH    2 0
 DV0983
 DV0983.Superseded values are not recommended for survey control.
 DV0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0983.See file dsdata.txt to determine how the superseded data were derived.
 DV0983
 DV0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC040095(NAD 83)
 DV0983_MARKER: DB = BENCH MARK DISK
 DV0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0983_SP_SET: RETAINING WALL
 DV0983_STAMPING: G 415 1962
 DV0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0983
 DV0983  HISTORY     - Date     Condition        Report By
 DV0983  HISTORY     - 1962     MONUMENTED       CGS
 DV0983  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0983  HISTORY     - 19860501 MARK NOT FOUND   USGS
 DV0983
 DV0983                          STATION DESCRIPTION
 DV0983
 DV0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0983'10.3 MI NW FROM TONOPAH.
 DV0983'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0983'THENCE 3.1 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, AT THE
 DV0983'JUNCTION OF A DIRT ROAD WEST, AND A DIRT ROAD SOUTH, AT A POWER LINE
 DV0983'CROSSING, SET IN TOP OF WEST CONCRETE RETAINING WALL OF AN IRRIGATION
 DV0983'DITCH HEADGATE, 93 FEET SOUTH OF THE CENTER OF THE DIRT ROAD LEADING
 DV0983'WEST, 105 FEET SOUTH OF THE POWER LINE, AND ABOUT 2 FEET ABOVE THE
 DV0983'LEVEL OF THE ROAD.
 DV0983
 DV0983                          STATION RECOVERY (1981)
 DV0983
 DV0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0983'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED
 DV0983'WHEN THE IRRIGATION DITCH HEADGATE WAS REMOVED.
 DV0983
 DV0983                          STATION RECOVERY (1986)
 DV0983
 DV0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0901 ***********************************************************************
 DV0901  DESIGNATION -  G 416 80
 DV0901  PID         -  DV0901
 DV0901  STATE/COUNTY-  AZ/MARICOPA
 DV0901  USGS QUAD   -  BUCKEYE NW (1982)
 DV0901
 DV0901                         *CURRENT SURVEY CONTROL
 DV0901  ___________________________________________________________________
 DV0901* NAD 83(1986)-  33 25 51.     (N)    112 38 21.     (W)     SCALED    
 DV0901* NAVD 88     -       328.67   (+/-2cm)    1078.3    (feet)  VERTCON   
 DV0901  ___________________________________________________________________
 DV0901  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0901
 DV0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0901
 DV0901.The horizontal coordinates were scaled from a topographic map and have
 DV0901.an estimated accuracy of +/- 6 seconds.
 DV0901
 DV0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0901.The vertical order pertains to the NGVD 29 superseded value.
 DV0901
 DV0901.The geoid height was determined by GEOID03.
 DV0901
 DV0901;                    North         East    Units  Estimated Accuracy
 DV0901;SPC AZ C     -   269,760.      146,180.      MT  (+/- 180 meters Scaled)
 DV0901
 DV0901                          SUPERSEDED SURVEY CONTROL
 DV0901
 DV0901  NGVD 29 (??/??/92)  328.030  (m)         1076.21   (f) ADJ UNCH    2 0
 DV0901
 DV0901.Superseded values are not recommended for survey control.
 DV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0901.See file dsdata.txt to determine how the superseded data were derived.
 DV0901
 DV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC476002(NAD 83)
 DV0901_MARKER: DB = BENCH MARK DISK
 DV0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0901_STAMPING: G 416 80 1962
 DV0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0901+STABILITY: SURFACE MOTION
 DV0901
 DV0901  HISTORY     - Date     Condition        Report By
 DV0901  HISTORY     - 1962     MONUMENTED       CGS
 DV0901
 DV0901                          STATION DESCRIPTION
 DV0901
 DV0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0901'7.2 MI NW FROM BUCKEYE.
 DV0901'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0901'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0901'WEST ALONG WEST BROADWAY, THENCE 1.5 MILE NORTH ALONG A GRAVEL ROAD,
 DV0901'THENCE 1.0 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV0901'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET
 DV0901'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV0901'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0846 ***********************************************************************
 CG0846  DESIGNATION -  G 418
 CG0846  PID         -  CG0846
 CG0846  STATE/COUNTY-  AZ/COCHISE
 CG0846  USGS QUAD   -  BENSON (1983)
 CG0846
 CG0846                         *CURRENT SURVEY CONTROL
 CG0846  ___________________________________________________________________
 CG0846* NAD 83(1986)-  31 58 17.     (N)    110 19 19.     (W)     SCALED    
 CG0846* NAVD 88     -      1139.761  (meters)    3739.37   (feet)  ADJUSTED  
 CG0846  ___________________________________________________________________
 CG0846  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0846  DYNAMIC HT  -        1138.055 (meters)    3733.77  (feet)  COMP
 CG0846  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0846
 CG0846  VERT ORDER  -  FIRST     CLASS II
 CG0846
 CG0846.The horizontal coordinates were scaled from a topographic map and have
 CG0846.an estimated accuracy of +/- 6 seconds.
 CG0846
 CG0846.The orthometric height was determined by differential leveling
 CG0846.and adjusted by the National Geodetic Survey in June 1991..
 CG0846
 CG0846.The geoid height was determined by GEOID03.
 CG0846
 CG0846.The dynamic height is computed by dividing the NAVD 88
 CG0846.geopotential number by the normal gravity value computed on the
 CG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0846.degrees latitude (g = 980.6199 gals.).
 CG0846
 CG0846.The modeled gravity was interpolated from observed gravity values.
 CG0846
 CG0846;                    North         East    Units  Estimated Accuracy
 CG0846;SPC AZ E     -   107,710.      198,680.      MT  (+/- 180 meters Scaled)
 CG0846
 CG0846                          SUPERSEDED SURVEY CONTROL
 CG0846
 CG0846.No superseded survey control is available for this station.
 CG0846
 CG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640374(NAD 83)
 CG0846_MARKER: DB = BENCH MARK DISK
 CG0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0846_SP_SET: STAINLESS STEEL ROD
 CG0846_STAMPING: G 418 1979
 CG0846_PROJECTION: FLUSH
 CG0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0846_ROD/PIPE-DEPTH: 7.01 meters
 CG0846
 CG0846  HISTORY     - Date     Condition        Report By
 CG0846  HISTORY     - 1979     MONUMENTED       NGS
 CG0846
 CG0846                          STATION DESCRIPTION
 CG0846
 CG0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0846'IN BENSON.
 CG0846'AT THE CITY LIMITS ON THE WEST SIDE OF BENSON, 0.1 MILE SOUTHEAST
 CG0846'ALONG U. S. HIGHWAY 80 FROM THE INTERSTATE HIGHWAY 10 WEST BENSON
 CG0846'INTERCHANGE, 0.95 MILE EAST OF BENCH MARK F 418, AT THE WEST END OF
 CG0846'A CONCRETE MEDIAN FOR THE Y-JUNCTION OF THE INBOUND AND OUTBOUND
 CG0846'TRAFFIC LANES OF HIGHWAY 80, 28.5 FEET NORTH OF THE CENTERLINE OF THE
 CG0846'INBOUND TRAFFIC LANE, 39.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0846'OUTBOUND TRAFFIC LANE, 25.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 CG0846'CATTLE GUARD, 16.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CG0846'THE WEST EDGE OF THE CONCRETE MEDIAN.
 CG0846'THE MARK IS 13 FT  E FROM A WITNESS POST.
 CG0846'THE MARK IS ABOVE LEVEL WITH INBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0590 ***********************************************************************
 CY0590  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0590  DESIGNATION -  G 419
 CY0590  PID         -  CY0590
 CY0590  STATE/COUNTY-  AZ/COCHISE
 CY0590  USGS QUAD   -  COCHISE (1985)
 CY0590
 CY0590                         *CURRENT SURVEY CONTROL
 CY0590  ___________________________________________________________________
 CY0590* NAD 83(1992)-  32 07 16.96399(N)    109 54 36.92873(W)     ADJUSTED  
 CY0590* NAVD 88     -      1270.27   (meters)    4167.5    (feet)  GPS OBS   
 CY0590  ___________________________________________________________________
 CY0590  X           -  -1,841,671.568 (meters)                     COMP
 CY0590  Y           -  -5,084,717.016 (meters)                     COMP
 CY0590  Z           -   3,372,499.066 (meters)                     COMP
 CY0590  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CY0590  ELLIP HEIGHT-        1243.03  (meters)          (08/22/05) GPS OBS
 CY0590  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0590
 CY0590  HORZ ORDER  -  B
 CY0590  ELLP ORDER  -  FOURTH    CLASS II
 CY0590
 CY0590.The horizontal coordinates were established by GPS observations
 CY0590.and adjusted by the National Geodetic Survey in August 2005..
 CY0590
 CY0590.The orthometric height was determined by GPS observations and a
 CY0590.high-resolution geoid model using precise GPS observation and
 CY0590.processing techniques. It supersedes the leveled height previously
 CY0590.determined for this station.
 CY0590
 CY0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0590
 CY0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0590
 CY0590.The ellipsoidal height was determined by GPS observations
 CY0590.and is referenced to NAD 83.
 CY0590
 CY0590.The geoid height was determined by GEOID03.
 CY0590
 CY0590;                    North         East     Units Scale Factor Converg.
 CY0590;SPC AZ E     -   124,353.909   237,554.505   MT  0.99990722   +0 08 10.8
 CY0590;SPC AZ E     -   407,985.27    779,378.30   iFT  0.99990722   +0 08 10.8
 CY0590;UTM  12      - 3,554,409.596   602,798.841   MT  0.99973032   +0 34 46.1
 CY0590
 CY0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0590!SPC AZ E     -   0.99980486  x   0.99990722  =   0.99971210
 CY0590!UTM  12      -   0.99980486  x   0.99973032  =   0.99953524
 CY0590
 CY0590                          SUPERSEDED SURVEY CONTROL
 CY0590
 CY0590  NAVD 88 (06/15/91) 1270.416  (m)         4168.02   (f) ADJUSTED    1 2
 CY0590
 CY0590.Superseded values are not recommended for survey control.
 CY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0590.See file dsdata.txt to determine how the superseded data were derived.
 CY0590
 CY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0279954410(NAD 83)
 CY0590_MARKER: DB = BENCH MARK DISK
 CY0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0590_SP_SET: STAINLESS STEEL ROD
 CY0590_STAMPING: G 419 1979
 CY0590_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0590+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0590_ROD/PIPE-DEPTH: 6.9  meters
 CY0590
 CY0590  HISTORY     - Date     Condition        Report By
 CY0590  HISTORY     - 1979     MONUMENTED       NGS
 CY0590  HISTORY     - 20060506 GOOD             NGS
 CY0590
 CY0590                          STATION DESCRIPTION
 CY0590
 CY0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0590'16.4 KM SW FROM WILLCOX.
 CY0590'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0590'RAILROAD FROM THE STATION IN WILLCOX, THENCE 1.3 KILOMETERS
 CY0590'(0.85 MILE) ALONG U. S. HIGHWAY 666, 14.8 METERS (49.0 FEET) WEST OF
 CY0590'THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (32.0 FEET) WEST OF HIGHWAY
 CY0590'MILEPOST 62, 0.45 METER (1.5 FEET) EAST OF THE RIGHT-OF-WAY FENCE,
 CY0590'20.2 METERS (66.4 FEET) SOUTHWEST OF THE SOUTHWEST END OF A CORRAGATED
 CY0590'METAL PIPE CULVERT, 81.2 METERS (266.4 FEET) SOUTH OF THE EXTENDED
 CY0590'CENTERLINE OF THE ENTRANCE TO THE LA PLAYA ESTATES.
 CY0590'THE MARK IS .6 METERS  W FROM A WITNESS POST.
 CY0590'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
 CY0590
 CY0590                          STATION RECOVERY (2006)
 CY0590
 CY0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0590'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0253 ***********************************************************************
 ER0253  DESIGNATION -  G 42
 ER0253  PID         -  ER0253
 ER0253  STATE/COUNTY-  AZ/APACHE
 ER0253  USGS QUAD   -  GREENS PEAK (1969)
 ER0253
 ER0253                         *CURRENT SURVEY CONTROL
 ER0253  ___________________________________________________________________
 ER0253* NAD 83(1986)-  34 02 09.     (N)    109 36 45.     (W)     SCALED    
 ER0253* NAVD 88     -      2719.048  (meters)    8920.74   (feet)  ADJUSTED  
 ER0253  ___________________________________________________________________
 ER0253  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ER0253  DYNAMIC HT  -        2714.544 (meters)    8905.97  (feet)  COMP
 ER0253  MODELED GRAV-     978,880.3   (mgal)                       NAVD 88
 ER0253
 ER0253  VERT ORDER  -  FIRST     CLASS II
 ER0253
 ER0253.The horizontal coordinates were scaled from a topographic map and have
 ER0253.an estimated accuracy of +/- 6 seconds.
 ER0253
 ER0253.The orthometric height was determined by differential leveling
 ER0253.and adjusted by the National Geodetic Survey in June 1991..
 ER0253
 ER0253.The geoid height was determined by GEOID03.
 ER0253
 ER0253.The dynamic height is computed by dividing the NAVD 88
 ER0253.geopotential number by the normal gravity value computed on the
 ER0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0253.degrees latitude (g = 980.6199 gals.).
 ER0253
 ER0253.The modeled gravity was interpolated from observed gravity values.
 ER0253
 ER0253;                    North         East    Units  Estimated Accuracy
 ER0253;SPC AZ E     -   336,770.      264,530.      MT  (+/- 180 meters Scaled)
 ER0253
 ER0253                          SUPERSEDED SURVEY CONTROL
 ER0253
 ER0253  NGVD 29 (??/??/92) 2717.880  (m)         8916.91   (f) ADJ UNCH    1 2
 ER0253
 ER0253.Superseded values are not recommended for survey control.
 ER0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0253.See file dsdata.txt to determine how the superseded data were derived.
 ER0253
 ER0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC280669(NAD 83)
 ER0253_MARKER: DB = BENCH MARK DISK
 ER0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0253_STAMPING: G 42 1934
 ER0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0253+STABILITY: SURFACE MOTION
 ER0253
 ER0253  HISTORY     - Date     Condition        Report By
 ER0253  HISTORY     - 1934     MONUMENTED       CGS
 ER0253  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0253
 ER0253                          STATION DESCRIPTION
 ER0253
 ER0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0253'15.8 MI E FROM MCNARY.
 ER0253'15.8 MILES EAST ALONG STATE HIGHWAY 73 FROM MCNARY, APACHE COUNTY, IN
 ER0253'A GRASSY OPENING IN TIMBER, 54 FEET NORTH OF A WOODEN DRAIN, AND 36
 ER0253'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ER0253'G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ER0253
 ER0253                          STATION RECOVERY (1969)
 ER0253
 ER0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0602 ***********************************************************************
 CY0602  DESIGNATION -  G 420
 CY0602  PID         -  CY0602
 CY0602  STATE/COUNTY-  AZ/COCHISE
 CY0602  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0602
 CY0602                         *CURRENT SURVEY CONTROL
 CY0602  ___________________________________________________________________
 CY0602* NAD 83(1986)-  32 00 12.     (N)    109 51 46.     (W)     SCALED    
 CY0602* NAVD 88     -      1286.663  (meters)    4221.33   (feet)  ADJUSTED  
 CY0602  ___________________________________________________________________
 CY0602  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0602  DYNAMIC HT  -        1284.699 (meters)    4214.88  (feet)  COMP
 CY0602  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 CY0602
 CY0602  VERT ORDER  -  FIRST     CLASS II
 CY0602
 CY0602.The horizontal coordinates were scaled from a topographic map and have
 CY0602.an estimated accuracy of +/- 6 seconds.
 CY0602
 CY0602.The orthometric height was determined by differential leveling
 CY0602.and adjusted by the National Geodetic Survey in June 1991..
 CY0602
 CY0602.The geoid height was determined by GEOID03.
 CY0602
 CY0602.The dynamic height is computed by dividing the NAVD 88
 CY0602.geopotential number by the normal gravity value computed on the
 CY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0602.degrees latitude (g = 980.6199 gals.).
 CY0602
 CY0602.The modeled gravity was interpolated from observed gravity values.
 CY0602
 CY0602;                    North         East    Units  Estimated Accuracy
 CY0602;SPC AZ E     -   111,280.      242,070.      MT  (+/- 180 meters Scaled)
 CY0602
 CY0602                          SUPERSEDED SURVEY CONTROL
 CY0602
 CY0602.No superseded survey control is available for this station.
 CY0602
 CY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA074413(NAD 83)
 CY0602_MARKER: DB = BENCH MARK DISK
 CY0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0602_SP_SET: STAINLESS STEEL ROD
 CY0602_STAMPING: G 420 1980
 CY0602_PROJECTION: FLUSH
 CY0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0602_ROD/PIPE-DEPTH: 7.5  meters
 CY0602
 CY0602  HISTORY     - Date     Condition        Report By
 CY0602  HISTORY     - 1980     MONUMENTED       NGS
 CY0602
 CY0602                          STATION DESCRIPTION
 CY0602
 CY0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0602'7.8 KM NW FROM PEARCE.
 CY0602'7.8 KILOMETERS (4.8 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM THE
 CY0602'POST OFFICE IN PEARCE, 0.8 KILOMETERS (0.5 MILE) SOUTHEAST OF
 CY0602'RICHLAND WAY AND A GENERAL STORE, 0.3 KILOMETER (0.2 MILE)
 CY0602'NORTHWEST OF A METAL GATE, 14.5 METERS (48.0 FEET) NORTHEAST OF THE
 CY0602'CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FEET) NORTHEAST OF
 CY0602'HIGHWAY MILEPOST 53, 0.4 METER (1.5 FEET) SOUTHWEST OF THE RIGHT-
 CY0602'OF-WAY FENCE.
 CY0602'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0602'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0229 ***********************************************************************
 CF0229  DESIGNATION -  G 421
 CF0229  PID         -  CF0229
 CF0229  STATE/COUNTY-  AZ/COCHISE
 CF0229  USGS QUAD   -  ELFRIDA (1986)
 CF0229
 CF0229                         *CURRENT SURVEY CONTROL
 CF0229  ___________________________________________________________________
 CF0229* NAD 83(1986)-  31 38 14.     (N)    109 40 16.     (W)     SCALED    
 CF0229* NAVD 88     -      1259.945  (meters)    4133.67   (feet)  ADJUSTED  
 CF0229  ___________________________________________________________________
 CF0229  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0229  DYNAMIC HT  -        1257.992 (meters)    4127.26  (feet)  COMP
 CF0229  MODELED GRAV-     979,046.0   (mgal)                       NAVD 88
 CF0229
 CF0229  VERT ORDER  -  FIRST     CLASS II
 CF0229
 CF0229.The horizontal coordinates were scaled from a topographic map and have
 CF0229.an estimated accuracy of +/- 6 seconds.
 CF0229
 CF0229.The orthometric height was determined by differential leveling
 CF0229.and adjusted by the National Geodetic Survey in June 1991..
 CF0229
 CF0229.The geoid height was determined by GEOID03.
 CF0229
 CF0229.The dynamic height is computed by dividing the NAVD 88
 CF0229.geopotential number by the normal gravity value computed on the
 CF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0229.degrees latitude (g = 980.6199 gals.).
 CF0229
 CF0229.The modeled gravity was interpolated from observed gravity values.
 CF0229
 CF0229;                    North         East    Units  Estimated Accuracy
 CF0229;SPC AZ E     -    70,750.      260,370.      MT  (+/- 180 meters Scaled)
 CF0229
 CF0229                          SUPERSEDED SURVEY CONTROL
 CF0229
 CF0229.No superseded survey control is available for this station.
 CF0229
 CF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA260009(NAD 83)
 CF0229_MARKER: DB = BENCH MARK DISK
 CF0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0229_SP_SET: STAINLESS STEEL ROD
 CF0229_STAMPING: G 421 1980
 CF0229_PROJECTION: FLUSH
 CF0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0229_ROD/PIPE-DEPTH: 3.0  meters
 CF0229
 CF0229  HISTORY     - Date     Condition        Report By
 CF0229  HISTORY     - 1980     MONUMENTED       NGS
 CF0229
 CF0229                          STATION DESCRIPTION
 CF0229
 CF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0229'4.2 KM NORTH FROM MCNEAL.
 CF0229'4.2 KILOMETERS (2.65 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0229'THE POST OFFICE IN MCNEAL, 5.4 KILOMETERS (3.35 MILES) SOUTH
 CF0229'OF ELFRIDA, 0.5 KILOMETER (0.3 MILE) SOUTH OF A DIRT ROAD
 CF0229'LEADING EAST-WEST, 0.25 KILOMETER (0.15 MILE) NORTH OF A
 CF0229'POWERLINE CROSSING, 30.2 METERS (99 FEET) EAST OF THE
 CF0229'CENTERLINE OF THE HIGHWAY, 50.3 METERS (165 FEET) SOUTH OF
 CF0229'POWER POLE NUMBER 4, 23.2 METERS (76 FEET) EAST OF MILEPOST 21,
 CF0229'8.2 METERS (27 FEET) NORTHWEST OF POWER POLE NUMBER 3, 0.4
 CF0229'METER (1.5 FEET) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0229'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0229'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1226 ***********************************************************************
 DV1226  DESIGNATION -  G 422
 DV1226  PID         -  DV1226
 DV1226  STATE/COUNTY-  AZ/PINAL
 DV1226  USGS QUAD   -  MARICOPA (1978)
 DV1226
 DV1226                         *CURRENT SURVEY CONTROL
 DV1226  ___________________________________________________________________
 DV1226* NAD 83(1986)-  33 02 09.     (N)    112 00 54.     (W)     SCALED    
 DV1226* NAVD 88     -       365.656  (meters)    1199.66   (feet)  ADJUSTED  
 DV1226  ___________________________________________________________________
 DV1226  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1226  DYNAMIC HT  -         365.212 (meters)    1198.20  (feet)  COMP
 DV1226  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 DV1226  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 DV1226
 DV1226  VERT ORDER  -  FIRST     CLASS II
 DV1226
 DV1226.The horizontal coordinates were scaled from a topographic map and have
 DV1226.an estimated accuracy of +/- 6 seconds.
 DV1226
 DV1226.The orthometric height was determined by differential leveling
 DV1226.and adjusted by the National Geodetic Survey in June 1991..
 DV1226
 DV1226.The geoid height was determined by GEOID03.
 DV1226
 DV1226.The dynamic height is computed by dividing the NAVD 88
 DV1226.geopotential number by the normal gravity value computed on the
 DV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1226.degrees latitude (g = 980.6199 gals.).
 DV1226
 DV1226.The modeled gravity was interpolated from observed gravity values.
 DV1226.The observed gravity was obtained from relative gravimeter ties
 DV1226.to the IGSN71 gravity network.
 DV1226
 DV1226;                    North         East    Units  Estimated Accuracy
 DV1226;SPC AZ C     -   225,730.      204,180.      MT  (+/- 180 meters Scaled)
 DV1226
 DV1226                          SUPERSEDED SURVEY CONTROL
 DV1226
 DV1226.No superseded survey control is available for this station.
 DV1226
 DV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB052557(NAD 83)
 DV1226_MARKER: DB = BENCH MARK DISK
 DV1226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1226_SP_SET: ABUTMENT
 DV1226_STAMPING: G 422 1980
 DV1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1226+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DV1226
 DV1226  HISTORY     - Date     Condition        Report By
 DV1226  HISTORY     - 1980     MONUMENTED       NGS
 DV1226  HISTORY     - 20060807 GOOD             GEOCAC
 DV1226
 DV1226                          STATION DESCRIPTION
 DV1226
 DV1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1226'3.9 KM SE FROM MARICOPA.
 DV1226'3.9 KILOMETERS (2.4 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV1226'RAILROAD FROM THE RAILROAD CROSSING IN MARICOPA, SET IN TOP OF THE
 DV1226'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 DV1226'900.16, 1.9 METERS (6.6 FEET) NORTHEAST OF THE NORTHEAST RAIL AND
 DV1226'135.9 METERS (446 FEET) NORTHWEST OF THE CENTER OF A ROAD CROSSING.
 DV1226'THE MARK IS 0.6 M BELOW TRACKS.
 DV1226
 DV1226                          STATION RECOVERY (2006)
 DV1226
 DV1226'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0886 ***********************************************************************
 CG0886  DESIGNATION -  G 423
 CG0886  PID         -  CG0886
 CG0886  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0886  USGS QUAD   -  RIO RICO (1981)
 CG0886
 CG0886                         *CURRENT SURVEY CONTROL
 CG0886  ___________________________________________________________________
 CG0886* NAD 83(1986)-  31 23 55.     (N)    110 57 14.     (W)     SCALED    
 CG0886* NAVD 88     -      1108.103  (meters)    3635.50   (feet)  ADJUSTED  
 CG0886  ___________________________________________________________________
 CG0886  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0886  DYNAMIC HT  -        1106.403 (meters)    3629.92  (feet)  COMP
 CG0886  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 CG0886
 CG0886  VERT ORDER  -  FIRST     CLASS II
 CG0886
 CG0886.The horizontal coordinates were scaled from a topographic map and have
 CG0886.an estimated accuracy of +/- 6 seconds.
 CG0886
 CG0886.The orthometric height was determined by differential leveling
 CG0886.and adjusted by the National Geodetic Survey in June 1991..
 CG0886
 CG0886.The geoid height was determined by GEOID03.
 CG0886
 CG0886.The dynamic height is computed by dividing the NAVD 88
 CG0886.geopotential number by the normal gravity value computed on the
 CG0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0886.degrees latitude (g = 980.6199 gals.).
 CG0886
 CG0886.The modeled gravity was interpolated from observed gravity values.
 CG0886
 CG0886;                    North         East    Units  Estimated Accuracy
 CG0886;SPC AZ C     -    44,590.      304,920.      MT  (+/- 180 meters Scaled)
 CG0886
 CG0886                          SUPERSEDED SURVEY CONTROL
 CG0886
 CG0886.No superseded survey control is available for this station.
 CG0886
 CG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV043737(NAD 83)
 CG0886_MARKER: DB = BENCH MARK DISK
 CG0886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0886_SP_SET: STAINLESS STEEL ROD
 CG0886_STAMPING: G 423 1980
 CG0886_PROJECTION: FLUSH
 CG0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0886_ROD/PIPE-DEPTH: 1.2  meters
 CG0886
 CG0886  HISTORY     - Date     Condition        Report By
 CG0886  HISTORY     - 1980     MONUMENTED       NGS
 CG0886
 CG0886                          STATION DESCRIPTION
 CG0886
 CG0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0886'8.1 KM NORTH FROM NOGALES.
 CG0886'8.1 KILOMETERS (5.0 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0886'FROM THE COUNTY COURTHOUSE IN NOGALES, 0.3 KILOMETER (0.2 MILE) SOUTH
 CG0886'OF RAILROAD BRIDGE 1044.26, 0.2 KILOMETER (0.1 MILE) NORTH OF AN OLD
 CG0886'TUCSON ROAD CONCRETE BRIDGE OVER NOGALES WASH, AT THE SOUTHWEST
 CG0886'CORNER OF THE CROSSING OF AN ABANDONED PRIVATE ROAD, AT THE NORTH END
 CG0886'OF A CUT ON THE EAST SIDE OF THE RAILROAD, 13.4 METERS (44 FEET)
 CG0886'EAST OF THE EAST RAIL, 18.4 METERS (60 FEET) SOUTHEAST OF THE CENTER
 CG0886'OF THE CROSSING OF THE EAST RAIL, 11.9 METERS (39 FEET) SOUTH OF THE
 CG0886'CENTER OF AN IRON PIPE GATE AND PRIVATE ROAD AND 0.4 METER (1.5 FEET)
 CG0886'WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CG0886'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0886'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1441 ***********************************************************************
 CZ1441  DESIGNATION -  G 429
 CZ1441  PID         -  CZ1441
 CZ1441  STATE/COUNTY-  AZ/PINAL
 CZ1441  USGS QUAD   -  RED ROCK (1993)
 CZ1441
 CZ1441                         *CURRENT SURVEY CONTROL
 CZ1441  ___________________________________________________________________
 CZ1441* NAD 83(1986)-  32 31 51.     (N)    111 17 12.     (W)     SCALED    
 CZ1441* NAVD 88     -       585.842  (meters)    1922.05   (feet)  ADJUSTED  
 CZ1441  ___________________________________________________________________
 CZ1441  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ1441  DYNAMIC HT  -         585.077 (meters)    1919.54  (feet)  COMP
 CZ1441  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CZ1441  OBS GRAVITY -     979,314.4   (mgal)                       GRAV_OBS
 CZ1441
 CZ1441  VERT ORDER  -  FIRST     CLASS II
 CZ1441
 CZ1441.The horizontal coordinates were scaled from a topographic map and have
 CZ1441.an estimated accuracy of +/- 6 seconds.
 CZ1441
 CZ1441.The orthometric height was determined by differential leveling
 CZ1441.and adjusted by the National Geodetic Survey in June 1991..
 CZ1441
 CZ1441.The geoid height was determined by GEOID03.
 CZ1441
 CZ1441.The dynamic height is computed by dividing the NAVD 88
 CZ1441.geopotential number by the normal gravity value computed on the
 CZ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1441.degrees latitude (g = 980.6199 gals.).
 CZ1441
 CZ1441.The modeled gravity was interpolated from observed gravity values.
 CZ1441.The observed gravity was obtained from relative gravimeter ties
 CZ1441.to the IGSN71 gravity network.
 CZ1441
 CZ1441;                    North         East    Units  Estimated Accuracy
 CZ1441;SPC AZ C     -   169,900.      272,540.      MT  (+/- 180 meters Scaled)
 CZ1441
 CZ1441                          SUPERSEDED SURVEY CONTROL
 CZ1441
 CZ1441.No superseded survey control is available for this station.
 CZ1441
 CZ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA730993(NAD 83)
 CZ1441_MARKER: DB = BENCH MARK DISK
 CZ1441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1441_SP_SET: STAINLESS STEEL ROD
 CZ1441_STAMPING: G 429 1980
 CZ1441_PROJECTION: FLUSH
 CZ1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1441_ROD/PIPE-DEPTH: 7.6  meters
 CZ1441
 CZ1441  HISTORY     - Date     Condition        Report By
 CZ1441  HISTORY     - 1980     MONUMENTED       NGS
 CZ1441
 CZ1441                          STATION DESCRIPTION
 CZ1441
 CZ1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1441'46.0 KM NW FROM TUCSON.
 CZ1441'46.0 KILOMETERS (28.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1441'COMPANY RAILROAD FROM THE STATION AT TUCSON, 73 PACES SOUTHEAST
 CZ1441'OF AND ACROSS THE FRONTAGE ROAD FROM INTERSTATE HIGHWAY 10 MILE
 CZ1441'POST 230 AND SET IN LINE WITH THE SOUTHWEST ROW OF TELEPHONE POLES,
 CZ1441'31.7 METERS (102.3 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 40.7
 CZ1441'METERS (133.5 FEET) WEST OF THE WEST CORNER OF A SMALL RAILROAD
 CZ1441'BRIDGE, NUMBER 955.37, 6.2 METERS (20.4 FEET) WEST OF THE
 CZ1441'SOUTHWEST ONE OF TWO WITNESS POST FOR A PETROLEUM PIPE LINE,
 CZ1441'2.45 METERS (8.0 FEET) SOUTHEAST OF THE FIRST TELEPHONE POLE
 CZ1441'NUMBER 6, NORHTWEST OF THE RAILROAD BRIDGE.
 CZ1441'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0429 ***********************************************************************
 DT0429  DESIGNATION -  G 43
 DT0429  PID         -  DT0429
 DT0429  STATE/COUNTY-  AZ/NAVAJO
 DT0429  USGS QUAD   -  WHITERIVER (1984)
 DT0429
 DT0429                         *CURRENT SURVEY CONTROL
 DT0429  ___________________________________________________________________
 DT0429* NAD 83(1986)-  33 52 20.     (N)    109 57 41.     (W)     SCALED    
 DT0429* NAVD 88     -      1645.325  (meters)    5398.04   (feet)  ADJUSTED  
 DT0429  ___________________________________________________________________
 DT0429  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 DT0429  DYNAMIC HT  -        1642.907 (meters)    5390.10  (feet)  COMP
 DT0429  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 DT0429
 DT0429  VERT ORDER  -  FIRST     CLASS II
 DT0429
 DT0429.The horizontal coordinates were scaled from a topographic map and have
 DT0429.an estimated accuracy of +/- 6 seconds.
 DT0429
 DT0429.The orthometric height was determined by differential leveling
 DT0429.and adjusted by the National Geodetic Survey in June 1991..
 DT0429
 DT0429.The geoid height was determined by GEOID03.
 DT0429
 DT0429.The dynamic height is computed by dividing the NAVD 88
 DT0429.geopotential number by the normal gravity value computed on the
 DT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0429.degrees latitude (g = 980.6199 gals.).
 DT0429
 DT0429.The modeled gravity was interpolated from observed gravity values.
 DT0429
 DT0429;                    North         East    Units  Estimated Accuracy
 DT0429;SPC AZ E     -   318,500.      232,350.      MT  (+/- 180 meters Scaled)
 DT0429
 DT0429                          SUPERSEDED SURVEY CONTROL
 DT0429
 DT0429  NGVD 29 (??/??/92) 1644.566  (m)         5395.55   (f) ADJ UNCH    1 2
 DT0429
 DT0429.Superseded values are not recommended for survey control.
 DT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0429.See file dsdata.txt to determine how the superseded data were derived.
 DT0429
 DT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC960484(NAD 83)
 DT0429_MARKER: DB = BENCH MARK DISK
 DT0429_SETTING: 66 = SET IN ROCK OUTCROP
 DT0429_SP_SET: OUTCROP
 DT0429_STAMPING: G 43 1934
 DT0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0429+STABILITY: POSITION/ELEVATION WELL
 DT0429
 DT0429  HISTORY     - Date     Condition        Report By
 DT0429  HISTORY     - 1934     MONUMENTED       CGS
 DT0429  HISTORY     - 1979     GOOD             NGS
 DT0429
 DT0429                          STATION DESCRIPTION
 DT0429
 DT0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0429'2.5 MI N FROM WHITERIVER.
 DT0429'2.5 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0429'125 FEET SOUTHWEST OF A BRIDGE, 96 FEET EAST OF THE CENTERLINE OF THE
 DT0429'HIGHWAY, 40 FEET EAST OF A ROW OF POLES, AND IN THE TOP OF THE WEST
 DT0429'EDGE OF A LARGE OUTCROP.  A STANDARD DISK, STAMPED G 43 1934.
 DT0429
 DT0429                          STATION RECOVERY (1979)
 DT0429
 DT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0429'2.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0429'HEADQUARTERS IN WHITERIVER, 97 FEET SOUTH OF THE SOUTHEAST END OF A
 DT0429'CONCRETE BOX CULVERT, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DT0429'HIGHWAY, 36 FEET NORTHWEST OF A BARBED WIRE FENCE AND 35.5 FEET
 DT0429'EAST OF A STEEL MANHOLE COVER.
 DT0429'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 DT0429'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0838 ***********************************************************************
 CG0838  DESIGNATION -  G 430
 CG0838  PID         -  CG0838
 CG0838  STATE/COUNTY-  AZ/PIMA
 CG0838  USGS QUAD   -  THE NARROWS (1981)
 CG0838
 CG0838                         *CURRENT SURVEY CONTROL
 CG0838  ___________________________________________________________________
 CG0838* NAD 83(1986)-  31 59 03.     (N)    110 33 45.     (W)     SCALED    
 CG0838* NAVD 88     -      1102.193  (meters)    3616.11   (feet)  ADJUSTED  
 CG0838  ___________________________________________________________________
 CG0838  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CG0838  DYNAMIC HT  -        1100.569 (meters)    3610.78  (feet)  COMP
 CG0838  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CG0838
 CG0838  VERT ORDER  -  FIRST     CLASS II
 CG0838
 CG0838.The horizontal coordinates were scaled from a topographic map and have
 CG0838.an estimated accuracy of +/- 6 seconds.
 CG0838
 CG0838.The orthometric height was determined by differential leveling
 CG0838.and adjusted by the National Geodetic Survey in June 1991..
 CG0838
 CG0838.The geoid height was determined by GEOID03.
 CG0838
 CG0838.The dynamic height is computed by dividing the NAVD 88
 CG0838.geopotential number by the normal gravity value computed on the
 CG0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0838.degrees latitude (g = 980.6199 gals.).
 CG0838
 CG0838.The modeled gravity was interpolated from observed gravity values.
 CG0838
 CG0838;                    North         East    Units  Estimated Accuracy
 CG0838;SPC AZ C     -   109,910.      341,330.      MT  (+/- 180 meters Scaled)
 CG0838
 CG0838                          SUPERSEDED SURVEY CONTROL
 CG0838
 CG0838.No superseded survey control is available for this station.
 CG0838
 CG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA413387(NAD 83)
 CG0838_MARKER: I = METAL ROD
 CG0838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0838_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0838_STAMPING: G 430 1979
 CG0838_PROJECTION: FLUSH
 CG0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0838+STABILITY: POSITION/ELEVATION WELL
 CG0838_ROD/PIPE-DEPTH: 5.79 meters
 CG0838
 CG0838  HISTORY     - Date     Condition        Report By
 CG0838  HISTORY     - 1979     MONUMENTED       NGS
 CG0838  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0838
 CG0838                          STATION DESCRIPTION
 CG0838
 CG0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0838'15.9 MI WEST FROM BENSON.
 CG0838'15.9 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0838'OVERPASS AT BENSON, AT THE MARSH STATION ROAD EXIT, SET BETWEEN
 CG0838'THE ROAD AND RAILROAD TRACKS NEAR A FENCE LINE, 0.05 MILE WEST OF
 CG0838'BM 3608, ABOUT 175 FEET EAST OF A GAS PIPE MAIN JUNCTION, 0.1 MILE
 CG0838'SOUTHEAST OF A RAILROAD BRIDGE OVER THE HIGHWAY, 109 FEET SOUTH OF
 CG0838'THE CENTERLINE OF THE ROAD, 100 FEET NORTH OF THE NORTH RAIL, 50 FEET
 CG0838'SOUTH OF THE CENTERLINE OF A DIRT TRACK ROAD AND 3 FEET NORTH OF THE
 CG0838'FENCE.
 CG0838'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0838'THE MARK IS 6 FT BELOW ROAD.
 CG0838
 CG0838                          STATION RECOVERY (2001)
 CG0838
 CG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0838'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0612 ***********************************************************************
 CY0612  DESIGNATION -  G 431
 CY0612  PID         -  CY0612
 CY0612  STATE/COUNTY-  AZ/COCHISE
 CY0612  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0612
 CY0612                         *CURRENT SURVEY CONTROL
 CY0612  ___________________________________________________________________
 CY0612* NAD 83(1986)-  32 18 18.     (N)    109 47 48.     (W)     SCALED    
 CY0612* NAVD 88     -      1306.007  (meters)    4284.79   (feet)  ADJUSTED  
 CY0612  ___________________________________________________________________
 CY0612  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0612  DYNAMIC HT  -        1304.060 (meters)    4278.40  (feet)  COMP
 CY0612  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 CY0612
 CY0612  VERT ORDER  -  FIRST     CLASS II
 CY0612
 CY0612.The horizontal coordinates were scaled from a topographic map and have
 CY0612.an estimated accuracy of +/- 6 seconds.
 CY0612
 CY0612.The orthometric height was determined by differential leveling
 CY0612.and adjusted by the National Geodetic Survey in June 1991..
 CY0612
 CY0612.The geoid height was determined by GEOID03.
 CY0612
 CY0612.The dynamic height is computed by dividing the NAVD 88
 CY0612.geopotential number by the normal gravity value computed on the
 CY0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0612.degrees latitude (g = 980.6199 gals.).
 CY0612
 CY0612.The modeled gravity was interpolated from observed gravity values.
 CY0612
 CY0612;                    North         East    Units  Estimated Accuracy
 CY0612;SPC AZ E     -   144,750.      248,200.      MT  (+/- 180 meters Scaled)
 CY0612
 CY0612                          SUPERSEDED SURVEY CONTROL
 CY0612
 CY0612.No superseded survey control is available for this station.
 CY0612
 CY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132748(NAD 83)
 CY0612_MARKER: DB = BENCH MARK DISK
 CY0612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0612_SP_SET: ABUTMENT
 CY0612_STAMPING: G 431 1979
 CY0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0612
 CY0612  HISTORY     - Date     Condition        Report By
 CY0612  HISTORY     - 1979     MONUMENTED       NGS
 CY0612
 CY0612                          STATION DESCRIPTION
 CY0612
 CY0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0612'7.0 KM NE FROM WILLCOX.
 CY0612'7.0 KILOMETERS (4.35 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0612'ITS INTERSECTION WITH MALEY STREETT IN WILLCOX, 0.1 KILOMETER (0.05
 CY0612'MILE) NORTH OF STEWART ROAD, AT INTERSTATE HIGHWAY 10 EXIT 344
 CY0612'(BUSINESS HIGHWAY 10 AND HIGHWAY 666 SOUTH),  0.2 KILOMETER NORTH
 CY0612'OF TRIANGULATION STATION DRURY, SET IN TOP OF THE WEST END OF THE
 CY0612'SOUTH ABUTMENT OF THE BRIDGE, 5.8 METERS (19.1 FEET) WEST OF THE
 CY0612'CENTERLINE OF THE HIGHWAY AND 2.8 METERS (12.7 FEET) NORTH OF THE
 CY0612'SOUTH END OF THE ABUTMENT.
 CY0612'THE MARK IS 0.3 M ABOVE HIGHWAY 666.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0687 ***********************************************************************
 CY0687  DESIGNATION -  G 436
 CY0687  PID         -  CY0687
 CY0687  STATE/COUNTY-  AZ/GRAHAM
 CY0687  USGS QUAD   -  MONK DRAW (1979)
 CY0687
 CY0687                         *CURRENT SURVEY CONTROL
 CY0687  ___________________________________________________________________
 CY0687* NAD 83(1986)-  32 27 49.     (N)    109 40 06.     (W)     SCALED    
 CY0687* NAVD 88     -      1357.050  (meters)    4452.25   (feet)  ADJUSTED  
 CY0687  ___________________________________________________________________
 CY0687  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0687  DYNAMIC HT  -        1355.028 (meters)    4445.62  (feet)  COMP
 CY0687  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 CY0687
 CY0687  VERT ORDER  -  FIRST     CLASS II
 CY0687
 CY0687.The horizontal coordinates were scaled from a topographic map and have
 CY0687.an estimated accuracy of +/- 6 seconds.
 CY0687
 CY0687.The orthometric height was determined by differential leveling
 CY0687.and adjusted by the National Geodetic Survey in June 1991..
 CY0687
 CY0687.The geoid height was determined by GEOID03.
 CY0687
 CY0687.The dynamic height is computed by dividing the NAVD 88
 CY0687.geopotential number by the normal gravity value computed on the
 CY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0687.degrees latitude (g = 980.6199 gals.).
 CY0687
 CY0687.The modeled gravity was interpolated from observed gravity values.
 CY0687
 CY0687;                    North         East    Units  Estimated Accuracy
 CY0687;SPC AZ E     -   162,380.      260,210.      MT  (+/- 180 meters Scaled)
 CY0687
 CY0687                          SUPERSEDED SURVEY CONTROL
 CY0687
 CY0687.No superseded survey control is available for this station.
 CY0687
 CY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA251926(NAD 83)
 CY0687_MARKER: DB = BENCH MARK DISK
 CY0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0687_SP_SET: STAINLESS STEEL ROD
 CY0687_STAMPING: G 436 1979
 CY0687_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0687_ROD/PIPE-DEPTH: 7.62 meters
 CY0687
 CY0687  HISTORY     - Date     Condition        Report By
 CY0687  HISTORY     - 1979     MONUMENTED       NGS
 CY0687
 CY0687                          STATION DESCRIPTION
 CY0687
 CY0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0687'25.8 MI SOUTH FROM SAFFORD.
 CY0687'25.85 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0687'HIGHWAY 70 IN SAFFORD, 0.15 MILE NORTH OF MILE POST 95, 0.1 MILE
 CY0687'EAST ACROSS THE HIGHWAY FROM A WINDMILL AND CORRAL, 99 FEET EAST OF
 CY0687'THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF A
 CY0687'DIRT ROAD LEADING EAST AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 CY0687'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0687'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1156 ***********************************************************************
 DU1156  DESIGNATION -  G 437
 DU1156  PID         -  DU1156
 DU1156  STATE/COUNTY-  AZ/GILA
 DU1156  USGS QUAD   -  CUTTER (1979)
 DU1156
 DU1156                         *CURRENT SURVEY CONTROL
 DU1156  ___________________________________________________________________
 DU1156* NAD 83(1992)-  33 22 22.39651(N)    110 44 16.45062(W)     ADJUSTED  
 DU1156* NAVD 88     -      1096.616  (meters)    3597.81   (feet)  ADJUSTED  
 DU1156  ___________________________________________________________________
 DU1156  X           -  -1,888,285.857 (meters)                     COMP
 DU1156  Y           -  -4,987,223.268 (meters)                     COMP
 DU1156  Z           -   3,489,157.561 (meters)                     COMP
 DU1156  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DU1156  ELLIP HEIGHT-        1069.39  (meters)          (08/22/05) GPS OBS
 DU1156  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1156  DYNAMIC HT  -        1095.122 (meters)    3592.91  (feet)  COMP
 DU1156  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 DU1156
 DU1156  HORZ ORDER  -  B
 DU1156  VERT ORDER  -  FIRST     CLASS II
 DU1156  ELLP ORDER  -  FOURTH    CLASS II
 DU1156
 DU1156.The horizontal coordinates were established by GPS observations
 DU1156.and adjusted by the National Geodetic Survey in August 2005..
 DU1156
 DU1156.The orthometric height was determined by differential leveling
 DU1156.and adjusted by the National Geodetic Survey in June 1991..
 DU1156
 DU1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1156
 DU1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1156
 DU1156.The ellipsoidal height was determined by GPS observations
 DU1156.and is referenced to NAD 83.
 DU1156
 DU1156.The geoid height was determined by GEOID03.
 DU1156
 DU1156.The dynamic height is computed by dividing the NAVD 88
 DU1156.geopotential number by the normal gravity value computed on the
 DU1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1156.degrees latitude (g = 980.6199 gals.).
 DU1156
 DU1156.The modeled gravity was interpolated from observed gravity values.
 DU1156
 DU1156;                    North         East     Units Scale Factor Converg.
 DU1156;SPC AZ E     -   263,249.336   160,206.787   MT  0.99993482   -0 18 51.3
 DU1156;SPC AZ E     -   863,678.92    525,612.82   iFT  0.99993482   -0 18 51.3
 DU1156;UTM  12      - 3,692,657.248   524,380.538   MT  0.99960733   +0 08 39.0
 DU1156
 DU1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1156!SPC AZ E     -   0.99983214  x   0.99993482  =   0.99976697
 DU1156!UTM  12      -   0.99983214  x   0.99960733  =   0.99943954
 DU1156
 DU1156                          SUPERSEDED SURVEY CONTROL
 DU1156
 DU1156  NAVD 88 (08/22/05) 1096.62   (m)         3597.8    (f) LEVELING    3  
 DU1156
 DU1156.Superseded values are not recommended for survey control.
 DU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1156.See file dsdata.txt to determine how the superseded data were derived.
 DU1156
 DU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2438192657(NAD 83)
 DU1156_MARKER: DB = BENCH MARK DISK
 DU1156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1156_SP_SET: STAINLESS STEEL ROD
 DU1156_STAMPING: G 437 1979
 DU1156_MARK LOGO: NGS   
 DU1156_PROJECTION: FLUSH
 DU1156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1156+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1156_ROD/PIPE-DEPTH: 7.5  meters
 DU1156
 DU1156  HISTORY     - Date     Condition        Report By
 DU1156  HISTORY     - 1979     MONUMENTED       NGS
 DU1156  HISTORY     - 20040401 GOOD             AZ-007
 DU1156
 DU1156                          STATION DESCRIPTION
 DU1156
 DU1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1156'3.9 KM SE FROM GLOBE.
 DU1156'3.95 KILOMETERS (2.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1156'THE NEW COUNTY COURTHOUSE IN GLOBE, 48.5 METERS (159 FEET) SOUTH OF
 DU1156'THE CENTERLINE OF HIGHWAY 70, 30.2 METERS (99 FEET) EAST OF THE
 DU1156'CENTERLINE OF STATE HIGHWAY 77, 7.3 METERS (24 FEET) SOUTH OF THE
 DU1156'NORTHWEST CORNER POST IN THE RIGHT-OF-WAY FENCE AND 0.6 METER (2
 DU1156'FEET) WEST OF THE FENCE LINE.
 DU1156'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DU1156'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1156
 DU1156                          STATION RECOVERY (2004)
 DU1156
 DU1156'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1126 ***********************************************************************
 DU1126  DESIGNATION -  G 438
 DU1126  PID         -  DU1126
 DU1126  STATE/COUNTY-  AZ/GRAHAM
 DU1126  USGS QUAD   -  DEWEY FLAT (1989)
 DU1126
 DU1126                         *CURRENT SURVEY CONTROL
 DU1126  ___________________________________________________________________
 DU1126* NAD 83(1986)-  33 14 48.     (N)    110 16 16.     (W)     SCALED    
 DU1126* NAVD 88     -       859.265  (meters)    2819.11   (feet)  ADJUSTED  
 DU1126  ___________________________________________________________________
 DU1126  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DU1126  DYNAMIC HT  -         858.109 (meters)    2815.31  (feet)  COMP
 DU1126  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 DU1126
 DU1126  VERT ORDER  -  FIRST     CLASS II
 DU1126
 DU1126.The horizontal coordinates were scaled from a topographic map and have
 DU1126.an estimated accuracy of +/- 6 seconds.
 DU1126
 DU1126.The orthometric height was determined by differential leveling
 DU1126.and adjusted by the National Geodetic Survey in June 1991..
 DU1126
 DU1126.The geoid height was determined by GEOID03.
 DU1126
 DU1126.The dynamic height is computed by dividing the NAVD 88
 DU1126.geopotential number by the normal gravity value computed on the
 DU1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1126.degrees latitude (g = 980.6199 gals.).
 DU1126
 DU1126.The modeled gravity was interpolated from observed gravity values.
 DU1126
 DU1126;                    North         East    Units  Estimated Accuracy
 DU1126;SPC AZ E     -   249,110.      203,630.      MT  (+/- 180 meters Scaled)
 DU1126
 DU1126                          SUPERSEDED SURVEY CONTROL
 DU1126
 DU1126.No superseded survey control is available for this station.
 DU1126
 DU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB679788(NAD 83)
 DU1126_MARKER: DB = BENCH MARK DISK
 DU1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1126_SP_SET: STAINLESS STEEL ROD
 DU1126_STAMPING: G 438 1979
 DU1126_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1126_ROD/PIPE-DEPTH: 3    meters
 DU1126
 DU1126  HISTORY     - Date     Condition        Report By
 DU1126  HISTORY     - 1979     MONUMENTED       NGS
 DU1126
 DU1126                          STATION DESCRIPTION
 DU1126
 DU1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1126'21.2 KM NW FROM BYLAS.
 DU1126'21.2 KILOMETERS (13.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1126'THE POST OFFICE IN BYLAS, AT THE NORTHWEST END OF A SMALL HIGHWAY
 DU1126'CUT, 30.5 METERS (100 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU1126'HIGHWAY AND 83 METERS (273 FEET) SOUTHEAST ALONG THE HIGHWAY FROM
 DU1126'THE CENTERLINE OF A 2-METER DIAMETER STEEL PIPE CULVERT UNDER THE
 DU1126'HIGHWAY.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1126'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1126'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0735 ***********************************************************************
 CY0735  DESIGNATION -  G 439
 CY0735  PID         -  CY0735
 CY0735  STATE/COUNTY-  AZ/GRAHAM
 CY0735  USGS QUAD   -  PIMA (1985)
 CY0735
 CY0735                         *CURRENT SURVEY CONTROL
 CY0735  ___________________________________________________________________
 CY0735* NAD 83(1986)-  32 54 32.     (N)    109 51 06.     (W)     SCALED    
 CY0735* NAVD 88     -       862.382  (meters)    2829.33   (feet)  ADJUSTED  
 CY0735  ___________________________________________________________________
 CY0735  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CY0735  DYNAMIC HT  -         861.183 (meters)    2825.40  (feet)  COMP
 CY0735  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 CY0735
 CY0735  VERT ORDER  -  FIRST     CLASS II
 CY0735
 CY0735.The horizontal coordinates were scaled from a topographic map and have
 CY0735.an estimated accuracy of +/- 6 seconds.
 CY0735
 CY0735.The orthometric height was determined by differential leveling
 CY0735.and adjusted by the National Geodetic Survey in June 1991..
 CY0735
 CY0735.The geoid height was determined by GEOID03.
 CY0735
 CY0735.The dynamic height is computed by dividing the NAVD 88
 CY0735.geopotential number by the normal gravity value computed on the
 CY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0735.degrees latitude (g = 980.6199 gals.).
 CY0735
 CY0735.The modeled gravity was interpolated from observed gravity values.
 CY0735
 CY0735;                    North         East    Units  Estimated Accuracy
 CY0735;SPC AZ E     -   211,690.      242,830.      MT  (+/- 180 meters Scaled)
 CY0735
 CY0735                          SUPERSEDED SURVEY CONTROL
 CY0735
 CY0735.No superseded survey control is available for this station.
 CY0735
 CY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB073417(NAD 83)
 CY0735_MARKER: DB = BENCH MARK DISK
 CY0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0735_SP_SET: STAINLESS STEEL ROD
 CY0735_STAMPING: G 439 1979
 CY0735_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0735_ROD/PIPE-DEPTH: 9.14 meters
 CY0735
 CY0735  HISTORY     - Date     Condition        Report By
 CY0735  HISTORY     - 1979     MONUMENTED       NGS
 CY0735
 CY0735                          STATION DESCRIPTION
 CY0735
 CY0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0735'1.9 MI NW FROM PIMA.
 CY0735'1.9 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0735'PIMA, 0.1 MILE NORTHWEST OF HIGHWAY MILE POST 329, ON THE SOUTHERN
 CY0735'PACIFIC RAILROAD RIGHT-OF-WAY, 42.5 FEET SOUTHWEST OF THE SOUTHWEST
 CY0735'RAIL OF THE TRACKS, 60 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL
 CY0735'ROAD LEADING SOUTH, 27.5 FEET SOUTHEAST OF A NORTH CORNER FENCE POST
 CY0735'AND 1 FOOT NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE.
 CY0735'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0735'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0020 ***********************************************************************
 DU0020  DESIGNATION -  G 44
 DU0020  PID         -  DU0020
 DU0020  STATE/COUNTY-  AZ/GILA
 DU0020  USGS QUAD   -  SONTAG CREEK (1979)
 DU0020
 DU0020                         *CURRENT SURVEY CONTROL
 DU0020  ___________________________________________________________________
 DU0020* NAD 83(1986)-  33 37 07.     (N)    110 18 21.     (W)     SCALED    
 DU0020* NAVD 88     -      1794.766  (meters)    5888.33   (feet)  ADJUSTED  
 DU0020  ___________________________________________________________________
 DU0020  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DU0020  DYNAMIC HT  -        1792.115 (meters)    5879.63  (feet)  COMP
 DU0020  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 DU0020
 DU0020  VERT ORDER  -  FIRST     CLASS II
 DU0020
 DU0020.The horizontal coordinates were scaled from a topographic map and have
 DU0020.an estimated accuracy of +/- 6 seconds.
 DU0020
 DU0020.The orthometric height was determined by differential leveling
 DU0020.and adjusted by the National Geodetic Survey in June 1991..
 DU0020
 DU0020.The geoid height was determined by GEOID03.
 DU0020
 DU0020.The dynamic height is computed by dividing the NAVD 88
 DU0020.geopotential number by the normal gravity value computed on the
 DU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0020.degrees latitude (g = 980.6199 gals.).
 DU0020
 DU0020.The modeled gravity was interpolated from observed gravity values.
 DU0020
 DU0020;                    North         East    Units  Estimated Accuracy
 DU0020;SPC AZ E     -   290,360.      200,450.      MT  (+/- 180 meters Scaled)
 DU0020
 DU0020                          SUPERSEDED SURVEY CONTROL
 DU0020
 DU0020  NGVD 29 (??/??/92) 1794.042  (m)         5885.95   (f) ADJ UNCH    1 2
 DU0020
 DU0020.Superseded values are not recommended for survey control.
 DU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0020.See file dsdata.txt to determine how the superseded data were derived.
 DU0020
 DU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC643200(NAD 83)
 DU0020_MARKER: DB = BENCH MARK DISK
 DU0020_SETTING: 66 = SET IN ROCK OUTCROP
 DU0020_SP_SET: ROCK LEDGE
 DU0020_STAMPING: G 44 1934
 DU0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0020+STABILITY: POSITION/ELEVATION WELL
 DU0020
 DU0020  HISTORY     - Date     Condition        Report By
 DU0020  HISTORY     - 1934     MONUMENTED       CGS
 DU0020  HISTORY     - 1935     GOOD             NGS
 DU0020
 DU0020                          STATION DESCRIPTION
 DU0020
 DU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0020'33.7 MI SW FROM WHITERIVER.
 DU0020'IN GILA COUNTY, 33.7 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0020'WHITERIVER, NAVAJO COUNTY, 30.8 MILES NORTHEAST OF SAN CARLOS, GILA
 DU0020'COUNTY, 6.4 MILES NORTHEAST OF HILL TOP STATION, 0.5 MILE SOUTHWEST OF
 DU0020'A CATTLE GUARD, 70 YARDS SOUTHWEST OF A SMALL BRIDGE, 40 YARDS WEST OF
 DU0020'A LARGE WASH, 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 DU0020'THE TOP OF A ROCK LEDGE, 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 DU0020'DISK, STAMPED G 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0010 ***********************************************************************
 ES0010  DESIGNATION -  G 45
 ES0010  PID         -  ES0010
 ES0010  STATE/COUNTY-  AZ/NAVAJO
 ES0010  USGS QUAD   -  FLATTOP HILL (1970)
 ES0010
 ES0010                         *CURRENT SURVEY CONTROL
 ES0010  ___________________________________________________________________
 ES0010* NAD 83(1986)-  34 42 11.     (N)    110 09 13.     (W)     SCALED    
 ES0010* NAVD 88     -      1690.591  (meters)    5546.55   (feet)  ADJUSTED  
 ES0010  ___________________________________________________________________
 ES0010  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0010  DYNAMIC HT  -        1688.205 (meters)    5538.72  (feet)  COMP
 ES0010  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 ES0010
 ES0010  VERT ORDER  -  FIRST     CLASS II
 ES0010
 ES0010.The horizontal coordinates were scaled from a topographic map and have
 ES0010.an estimated accuracy of +/- 6 seconds.
 ES0010
 ES0010.The orthometric height was determined by differential leveling
 ES0010.and adjusted by the National Geodetic Survey in June 1991..
 ES0010
 ES0010.The geoid height was determined by GEOID03.
 ES0010
 ES0010.The dynamic height is computed by dividing the NAVD 88
 ES0010.geopotential number by the normal gravity value computed on the
 ES0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0010.degrees latitude (g = 980.6199 gals.).
 ES0010
 ES0010.The modeled gravity was interpolated from observed gravity values.
 ES0010
 ES0010;                    North         East    Units  Estimated Accuracy
 ES0010;SPC AZ E     -   410,640.      214,560.      MT  (+/- 180 meters Scaled)
 ES0010
 ES0010                          SUPERSEDED SURVEY CONTROL
 ES0010
 ES0010  NGVD 29 (??/??/92) 1689.737  (m)         5543.75   (f) ADJ UNCH    1 2
 ES0010
 ES0010.Superseded values are not recommended for survey control.
 ES0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0010.See file dsdata.txt to determine how the superseded data were derived.
 ES0010
 ES0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD775404(NAD 83)
 ES0010_MARKER: DB = BENCH MARK DISK
 ES0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0010_STAMPING: G - 45 1934
 ES0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0010+STABILITY: SURFACE MOTION
 ES0010
 ES0010  HISTORY     - Date     Condition        Report By
 ES0010  HISTORY     - 1934     MONUMENTED       CGS
 ES0010  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0010
 ES0010                          STATION DESCRIPTION
 ES0010
 ES0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0010'16.0 MI S FROM HOLBROOK.
 ES0010'16.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD 3 POLE SOUTH OF
 ES0010'WOODEN BRIDGE NO. 15A.  ACROSS TRACK FROM MILE POST NO. 16.  66 FT.
 ES0010'EAST OF CENTER LINE OF APACHE R.R. TRACKS.  CONCRETE POST 9 INCHES
 ES0010'ABOVE SURFACE OF GROUND.
 ES0010
 ES0010                          STATION RECOVERY (1983)
 ES0010
 ES0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0272 ***********************************************************************
 ER0272  DESIGNATION -  G 46
 ER0272  PID         -  ER0272
 ER0272  STATE/COUNTY-  AZ/NAVAJO
 ER0272  USGS QUAD   -  LAKESIDE (1984)
 ER0272
 ER0272                         *CURRENT SURVEY CONTROL
 ER0272  ___________________________________________________________________
 ER0272* NAD 83(1986)-  34 11 38.     (N)    109 53 24.     (W)     SCALED    
 ER0272* NAVD 88     -      2156.838  (meters)    7076.23   (feet)  ADJUSTED  
 ER0272  ___________________________________________________________________
 ER0272  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 ER0272  DYNAMIC HT  -        2153.524 (meters)    7065.35  (feet)  COMP
 ER0272  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 ER0272
 ER0272  VERT ORDER  -  FIRST     CLASS II
 ER0272
 ER0272.The horizontal coordinates were scaled from a topographic map and have
 ER0272.an estimated accuracy of +/- 6 seconds.
 ER0272
 ER0272.The orthometric height was determined by differential leveling
 ER0272.and adjusted by the National Geodetic Survey in June 1991..
 ER0272
 ER0272.The geoid height was determined by GEOID03.
 ER0272
 ER0272.The dynamic height is computed by dividing the NAVD 88
 ER0272.geopotential number by the normal gravity value computed on the
 ER0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0272.degrees latitude (g = 980.6199 gals.).
 ER0272
 ER0272.The modeled gravity was interpolated from observed gravity values.
 ER0272
 ER0272;                    North         East    Units  Estimated Accuracy
 ER0272;SPC AZ E     -   354,190.      238,860.      MT  (+/- 180 meters Scaled)
 ER0272
 ER0272                          SUPERSEDED SURVEY CONTROL
 ER0272
 ER0272  NGVD 29 (??/??/92) 2155.888  (m)         7073.11   (f) ADJ UNCH    1 2
 ER0272
 ER0272.Superseded values are not recommended for survey control.
 ER0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0272.See file dsdata.txt to determine how the superseded data were derived.
 ER0272
 ER0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC022842(NAD 83)
 ER0272_MARKER: DB = BENCH MARK DISK
 ER0272_SETTING: 66 = SET IN ROCK OUTCROP
 ER0272_SP_SET: OUTCROP
 ER0272_STAMPING: G 46 1934
 ER0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0272+STABILITY: POSITION/ELEVATION WELL
 ER0272
 ER0272  HISTORY     - Date     Condition        Report By
 ER0272  HISTORY     - 1934     MONUMENTED       CGS
 ER0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0272
 ER0272                          STATION DESCRIPTION
 ER0272
 ER0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0272'10.3 MI N FROM MCNARY.
 ER0272'10.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 0.4 MILE SOUTH
 ER0272'OF SPONSELLAR SIDING, 28 FT. SOUTH OF MILE POLE 62, 23 FT. WEST OF
 ER0272'CENTER LINE OF TRACK, 25 FT. EAST OF TELEGRAPH LINE, AND 10 FT. EAST
 ER0272'OF ROCK CAIRN, IN BASALT OUTCROP.
 ER0272
 ER0272                          STATION RECOVERY (1983)
 ER0272
 ER0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1213 ***********************************************************************
 DA1213  DESIGNATION -  G 469
 DA1213  PID         -  DA1213
 DA1213  STATE/COUNTY-  AZ/PIMA
 DA1213  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1213
 DA1213                         *CURRENT SURVEY CONTROL
 DA1213  ___________________________________________________________________
 DA1213* NAD 83(1986)-  32 29 04.     (N)    112 52 45.     (W)     SCALED    
 DA1213* NAVD 88     -       411.496  (meters)    1350.05   (feet)  ADJUSTED  
 DA1213  ___________________________________________________________________
 DA1213  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA1213  DYNAMIC HT  -         410.984 (meters)    1348.37  (feet)  COMP
 DA1213  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 DA1213
 DA1213  VERT ORDER  -  FIRST     CLASS II
 DA1213
 DA1213.The horizontal coordinates were scaled from a topographic map and have
 DA1213.an estimated accuracy of +/- 6 seconds.
 DA1213
 DA1213.The orthometric height was determined by differential leveling
 DA1213.and adjusted by the National Geodetic Survey in June 1991..
 DA1213
 DA1213.The geoid height was determined by GEOID03.
 DA1213
 DA1213.The dynamic height is computed by dividing the NAVD 88
 DA1213.geopotential number by the normal gravity value computed on the
 DA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1213.degrees latitude (g = 980.6199 gals.).
 DA1213
 DA1213.The modeled gravity was interpolated from observed gravity values.
 DA1213
 DA1213;                    North         East    Units  Estimated Accuracy
 DA1213;SPC AZ C     -   164,990.      122,900.      MT  (+/- 180 meters Scaled)
 DA1213
 DA1213                          SUPERSEDED SURVEY CONTROL
 DA1213
 DA1213.No superseded survey control is available for this station.
 DA1213
 DA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA234956(NAD 83)
 DA1213_MARKER: I = METAL ROD
 DA1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1213_SP_SET: STAINLESS STEEL ROD
 DA1213_STAMPING: G 469 1980
 DA1213_MARK LOGO: NGS   
 DA1213_PROJECTION: FLUSH
 DA1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1213+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1213_ROD/PIPE-DEPTH: 8.5  meters
 DA1213
 DA1213  HISTORY     - Date     Condition        Report By
 DA1213  HISTORY     - 1980     MONUMENTED       NGS
 DA1213  HISTORY     - 19990120 GOOD             USPSQD
 DA1213  HISTORY     - 20060220 GOOD             USPSQD
 DA1213
 DA1213                          STATION DESCRIPTION
 DA1213
 DA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1213'14.25 KM (8.85 MI) NE FROM AJO.
 DA1213'14.85 KM (8.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1213'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, THENCE 0.3 KM
 DA1213'(0.2 MI) WEST ACROSS COUNTRY TO STATE HIGHWAY 85, AT HIGHWAY MILEPOST
 DA1213'34, SET IN LINE WITH A ROW OF POWER LINE POLES, 29.6 METERS (97.0 FT)
 DA1213'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.5 FT) NORTH OF
 DA1213'POWER POLE NUMBER 36-1, 1.4 METERS (4.5 FT) WEST OF THE EAST HIGHWAY
 DA1213'RIGHT-OF-WAY FENCE.
 DA1213'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DA1213'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1213
 DA1213                          STATION RECOVERY (1999)
 DA1213
 DA1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1213'RECOVERED IN GOOD CONDITION.
 DA1213
 DA1213                          STATION RECOVERY (2006)
 DA1213
 DA1213'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0232 ***********************************************************************
 ER0232  DESIGNATION -  G 47
 ER0232  PID         -  ER0232
 ER0232  STATE/COUNTY-  AZ/APACHE
 ER0232  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0232
 ER0232                         *CURRENT SURVEY CONTROL
 ER0232  ___________________________________________________________________
 ER0232* NAD 83(1986)-  34 19 29.     (N)    109 24 30.     (W)     SCALED    
 ER0232* NAVD 88     -      1942.334  (meters)    6372.47   (feet)  ADJUSTED  
 ER0232  ___________________________________________________________________
 ER0232  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ER0232  DYNAMIC HT  -        1939.449 (meters)    6363.01  (feet)  COMP
 ER0232  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 ER0232
 ER0232  VERT ORDER  -  SECOND    CLASS 0
 ER0232
 ER0232.The horizontal coordinates were scaled from a topographic map and have
 ER0232.an estimated accuracy of +/- 6 seconds.
 ER0232
 ER0232.The orthometric height was determined by differential leveling
 ER0232.and adjusted by the National Geodetic Survey in June 1991..
 ER0232
 ER0232.The geoid height was determined by GEOID03.
 ER0232
 ER0232.The dynamic height is computed by dividing the NAVD 88
 ER0232.geopotential number by the normal gravity value computed on the
 ER0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0232.degrees latitude (g = 980.6199 gals.).
 ER0232
 ER0232.The modeled gravity was interpolated from observed gravity values.
 ER0232
 ER0232;                    North         East    Units  Estimated Accuracy
 ER0232;SPC AZ E     -   368,930.      283,150.      MT  (+/- 180 meters Scaled)
 ER0232
 ER0232                          SUPERSEDED SURVEY CONTROL
 ER0232
 ER0232  NGVD 29 (??/??/92) 1941.452  (m)         6369.58   (f) ADJ UNCH    2 0
 ER0232
 ER0232.Superseded values are not recommended for survey control.
 ER0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0232.See file dsdata.txt to determine how the superseded data were derived.
 ER0232
 ER0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC464993(NAD 83)
 ER0232_MARKER: DB = BENCH MARK DISK
 ER0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0232_STAMPING: G 47 1934
 ER0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0232+STABILITY: SURFACE MOTION
 ER0232
 ER0232  HISTORY     - Date     Condition        Report By
 ER0232  HISTORY     - 1934     MONUMENTED       CGS
 ER0232  HISTORY     - 1971     GOOD             USGS
 ER0232
 ER0232                          STATION DESCRIPTION
 ER0232
 ER0232'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0232'16 MI NNW FROM SPRINGERVILLE.
 ER0232'SPRINGERVILLE P.O. 4.8 MI. NW OF ALONG US HWY 60, THENCE 11.2 MI NNW
 ER0232'FROM ALONG OLD U.S. HWY 260, 195 FT S OF GATE TO PASTURE, 48 FT W OF
 ER0232'CENTER LINE OF RD., 2 FT E OF FENCE AND 1.2 FT LOWER THAN RD., ON A
 ER0232'CONC POST PROJECTING 0.8 FT ABOVE GRD., A USC AND GS DISC STAMPED G47
 ER0232'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1196 ***********************************************************************
 DA1196  DESIGNATION -  G 470
 DA1196  PID         -  DA1196
 DA1196  STATE/COUNTY-  AZ/YUMA
 DA1196  USGS QUAD   -  TACNA (1982)
 DA1196
 DA1196                         *CURRENT SURVEY CONTROL
 DA1196  ___________________________________________________________________
 DA1196* NAD 83(1986)-  32 42 18.     (N)    113 53 58.     (W)     SCALED    
 DA1196* NAVD 88     -       101.183  (meters)     331.96   (feet)  ADJUSTED  
 DA1196  ___________________________________________________________________
 DA1196  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1196  DYNAMIC HT  -         101.066 (meters)     331.58  (feet)  COMP
 DA1196  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DA1196
 DA1196  VERT ORDER  -  FIRST     CLASS II
 DA1196
 DA1196.The horizontal coordinates were scaled from a topographic map and have
 DA1196.an estimated accuracy of +/- 6 seconds.
 DA1196
 DA1196.The orthometric height was determined by differential leveling
 DA1196.and adjusted by the National Geodetic Survey in June 1991..
 DA1196
 DA1196.The geoid height was determined by GEOID03.
 DA1196
 DA1196.The dynamic height is computed by dividing the NAVD 88
 DA1196.geopotential number by the normal gravity value computed on the
 DA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1196.degrees latitude (g = 980.6199 gals.).
 DA1196
 DA1196.The modeled gravity was interpolated from observed gravity values.
 DA1196
 DA1196;                    North         East    Units  Estimated Accuracy
 DA1196;SPC AZ W     -   189,060.      199,350.      MT  (+/- 180 meters Scaled)
 DA1196
 DA1196                          SUPERSEDED SURVEY CONTROL
 DA1196
 DA1196.No superseded survey control is available for this station.
 DA1196
 DA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB282223(NAD 83)
 DA1196_MARKER: I = METAL ROD
 DA1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1196_SP_SET: STAINLESS STEEL ROD
 DA1196_STAMPING: G 470 1981
 DA1196_MARK LOGO: NGS   
 DA1196_PROJECTION: FLUSH
 DA1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1196_ROD/PIPE-DEPTH: 6.1  meters
 DA1196
 DA1196  HISTORY     - Date     Condition        Report By
 DA1196  HISTORY     - 1981     MONUMENTED       NGS
 DA1196
 DA1196                          STATION DESCRIPTION
 DA1196
 DA1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1196'5.1 KM (3.2 MI) NE FROM TACNA.
 DA1196'5.1 KM (3.2 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1196'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST OF THE RIO FARMS INC. COOLING
 DA1196'PLANT, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 784, 63.1 M (207 FT)
 DA1196'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.4 M (31.0 FT) NORTHWEST
 DA1196'OF THE NORTHWEST RAIL OF THE TRACKS, 2.9 M (9.5 FT) SOUTHEAST OF THE
 DA1196'CENTERLINE OF A DIRT RAILROAD SERVICE ROAD, 1.2 M (4.0 FT) SOUTHWEST
 DA1196'OF THE MILEPOLE.
 DA1196'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1196'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0131 ***********************************************************************
 CH0131  DESIGNATION -  G 471
 CH0131  PID         -  CH0131
 CH0131  STATE/COUNTY-  AZ/PIMA
 CH0131  USGS QUAD   -  LUKEVILLE (1988)
 CH0131
 CH0131                         *CURRENT SURVEY CONTROL
 CH0131  ___________________________________________________________________
 CH0131* NAD 83(1986)-  31 52 51.     (N)    112 49 02.     (W)     SCALED    
 CH0131* NAVD 88     -       425.402  (meters)    1395.67   (feet)  ADJUSTED  
 CH0131  ___________________________________________________________________
 CH0131  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0131  DYNAMIC HT  -         424.848 (meters)    1393.86  (feet)  COMP
 CH0131  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CH0131
 CH0131  VERT ORDER  -  FIRST     CLASS II
 CH0131
 CH0131.The horizontal coordinates were scaled from a topographic map and have
 CH0131.an estimated accuracy of +/- 6 seconds.
 CH0131
 CH0131.The orthometric height was determined by differential leveling
 CH0131.and adjusted by the National Geodetic Survey in June 1991..
 CH0131
 CH0131.The geoid height was determined by GEOID03.
 CH0131
 CH0131.The dynamic height is computed by dividing the NAVD 88
 CH0131.geopotential number by the normal gravity value computed on the
 CH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0131.degrees latitude (g = 980.6199 gals.).
 CH0131
 CH0131.The modeled gravity was interpolated from observed gravity values.
 CH0131
 CH0131;                    North         East    Units  Estimated Accuracy
 CH0131;SPC AZ C     -    98,010.      128,160.      MT  (+/- 180 meters Scaled)
 CH0131
 CH0131                          SUPERSEDED SURVEY CONTROL
 CH0131
 CH0131.No superseded survey control is available for this station.
 CH0131
 CH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA281286(NAD 83)
 CH0131_MARKER: DB = BENCH MARK DISK
 CH0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0131_SP_SET: WELL CASING
 CH0131_STAMPING: G 471 1981
 CH0131_MARK LOGO: NGS   
 CH0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0131+STABILITY: POSITION/ELEVATION WELL
 CH0131
 CH0131  HISTORY     - Date     Condition        Report By
 CH0131  HISTORY     - 1981     MONUMENTED       NGS
 CH0131
 CH0131                          STATION DESCRIPTION
 CH0131
 CH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0131'IN LUKEVILLE.
 CH0131'IN LUKEVILLE, 0.2 KM (0.1 MI) NORTHEAST OF THE U.S.-MEXICO BORDER,
 CH0131'0.2 KM (0.1 MI) NORTHWEST OF THE U.S. CUSTOMS BUILDING, SET IN TOP OF
 CH0131'THE NORTHEAST SIDE OF THE CONCRETE CASING AROUND THE CITY WELL,
 CH0131'100.3 M (329 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 85,
 CH0131'2.3 M (7.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF A WATER TANK, 1.1 M
 CH0131'(3.5 FT) NORTHWEST OF A CHAIN LINK FENCE AROUND THE WELL AND WATER
 CH0131'TANKS. NOTE-THE WELL DEPTH IS 200 FT.
 CH0131'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0726 ***********************************************************************
 EU0726  DESIGNATION -  G 472
 EU0726  PID         -  EU0726
 EU0726  STATE/COUNTY-  AZ/MOHAVE
 EU0726  USGS QUAD   -  YUCCA (1970)
 EU0726
 EU0726                         *CURRENT SURVEY CONTROL
 EU0726  ___________________________________________________________________
 EU0726* NAD 83(1986)-  34 51 52.     (N)    114 08 49.     (W)     SCALED    
 EU0726* NAVD 88     -       562.775  (meters)    1846.37   (feet)  ADJUSTED  
 EU0726  ___________________________________________________________________
 EU0726  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0726  DYNAMIC HT  -         562.147 (meters)    1844.31  (feet)  COMP
 EU0726  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 EU0726
 EU0726  VERT ORDER  -  FIRST     CLASS II
 EU0726
 EU0726.The horizontal coordinates were scaled from a topographic map and have
 EU0726.an estimated accuracy of +/- 6 seconds.
 EU0726
 EU0726.The orthometric height was determined by differential leveling
 EU0726.and adjusted by the National Geodetic Survey in June 1991..
 EU0726
 EU0726.The geoid height was determined by GEOID03.
 EU0726
 EU0726.The dynamic height is computed by dividing the NAVD 88
 EU0726.geopotential number by the normal gravity value computed on the
 EU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0726.degrees latitude (g = 980.6199 gals.).
 EU0726
 EU0726.The modeled gravity was interpolated from observed gravity values.
 EU0726
 EU0726;                    North         East    Units  Estimated Accuracy
 EU0726;SPC AZ W     -   428,620.      177,070.      MT  (+/- 180 meters Scaled)
 EU0726
 EU0726                          SUPERSEDED SURVEY CONTROL
 EU0726
 EU0726.No superseded survey control is available for this station.
 EU0726
 EU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608617(NAD 83)
 EU0726_MARKER: DB = BENCH MARK DISK
 EU0726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0726_SP_SET: ABUTMENT
 EU0726_STAMPING: G 472 1981
 EU0726_MARK LOGO: NGS   
 EU0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0726+STABILITY: POSITION/ELEVATION WELL
 EU0726
 EU0726  HISTORY     - Date     Condition        Report By
 EU0726  HISTORY     - 1981     MONUMENTED       NGS
 EU0726  HISTORY     - 1981     GOOD             NGS
 EU0726
 EU0726                          STATION DESCRIPTION
 EU0726
 EU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0726'IN YUCCA.
 EU0726'IN YUCCA, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 EU0726'ALAMO ROAD BRIDGE OVER INTERSTATE HIGHWAY 40 (EXIT 25), 4.3 METERS
 EU0726'(14.0 FT) SOUTH OF THE CENTERLINE OF ALAMO ROAD, 2.9 METERS (9.5 FT)
 EU0726'WEST OF THE EAST END OF THE BRIDGE.
 EU0726'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 EU0726
 EU0726                          STATION RECOVERY (1981)
 EU0726
 EU0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1306 ***********************************************************************
 DU1306  DESIGNATION -  G 473
 DU1306  PID         -  DU1306
 DU1306  STATE/COUNTY-  AZ/MARICOPA
 DU1306  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1306
 DU1306                         *CURRENT SURVEY CONTROL
 DU1306  ___________________________________________________________________
 DU1306* NAD 83(1986)-  33 32 00.     (N)    111 21 38.     (W)     SCALED    
 DU1306* NAVD 88     -       668.502  (meters)    2193.24   (feet)  ADJUSTED  
 DU1306  ___________________________________________________________________
 DU1306  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DU1306  DYNAMIC HT  -         667.636 (meters)    2190.40  (feet)  COMP
 DU1306  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 DU1306
 DU1306  VERT ORDER  -  FIRST     CLASS II
 DU1306
 DU1306.The horizontal coordinates were scaled from a topographic map and have
 DU1306.an estimated accuracy of +/- 6 seconds.
 DU1306
 DU1306.The orthometric height was determined by differential leveling
 DU1306.and adjusted by the National Geodetic Survey in June 1991..
 DU1306
 DU1306.The geoid height was determined by GEOID03.
 DU1306
 DU1306.The dynamic height is computed by dividing the NAVD 88
 DU1306.geopotential number by the normal gravity value computed on the
 DU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1306.degrees latitude (g = 980.6199 gals.).
 DU1306
 DU1306.The modeled gravity was interpolated from observed gravity values.
 DU1306
 DU1306;                    North         East    Units  Estimated Accuracy
 DU1306;SPC AZ C     -   281,040.      265,010.      MT  (+/- 180 meters Scaled)
 DU1306
 DU1306                          SUPERSEDED SURVEY CONTROL
 DU1306
 DU1306.No superseded survey control is available for this station.
 DU1306
 DU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC665104(NAD 83)
 DU1306_MARKER: DB = BENCH MARK DISK
 DU1306_SETTING: 66 = SET IN ROCK OUTCROP
 DU1306_SP_SET: ROCK OUTCROP
 DU1306_STAMPING: G 473 1980
 DU1306_MARK LOGO: NGS   
 DU1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1306+STABILITY: POSITION/ELEVATION WELL
 DU1306
 DU1306  HISTORY     - Date     Condition        Report By
 DU1306  HISTORY     - 1980     MONUMENTED       NGS
 DU1306
 DU1306                          STATION DESCRIPTION
 DU1306
 DU1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1306'3.7 KM (2.3 MI) NE FROM TORTILLA FLAT.
 DU1306'3.7 KM (2.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1306'AT TORTILLA FLAT, 0.7 KM (0.45 MI) WEST OF HIGHWAY MILEPOST 216,
 DU1306'IN TOP OF A CONGLOMERATE OUTCROP AT THE EAST END OF A SHORT BEDROCK
 DU1306'HIGHWAY CUT ON THE NORTH HIGHWAY RIGHT-OF-WAY, 10.9 METERS (36.0 FT)
 DU1306'NORTH OF THE CENTERLINE OF THE HIGHWAY, 35.9 METERS (118 FT) WEST
 DU1306'OF THE WEST END OF A STEEL GUARDRAIL.
 DU1306'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DU1306'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1317 ***********************************************************************
 DU1317  DESIGNATION -  G 474
 DU1317  PID         -  DU1317
 DU1317  STATE/COUNTY-  AZ/PINAL
 DU1317  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1317
 DU1317                         *CURRENT SURVEY CONTROL
 DU1317  ___________________________________________________________________
 DU1317* NAD 83(1992)-  33 24 34.30786(N)    111 32 00.12518(W)     ADJUSTED  
 DU1317* NAVD 88     -       532.801  (meters)    1748.03   (feet)  ADJUSTED  
 DU1317  ___________________________________________________________________
 DU1317  X           -  -1,956,347.235 (meters)                     COMP
 DU1317  Y           -  -4,958,007.200 (meters)                     COMP
 DU1317  Z           -   3,492,239.735 (meters)                     COMP
 DU1317  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DU1317  ELLIP HEIGHT-         503.52  (meters)          (01/27/00) GPS OBS
 DU1317  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1317  DYNAMIC HT  -         532.150 (meters)    1745.90  (feet)  COMP
 DU1317  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1317
 DU1317  HORZ ORDER  -  B
 DU1317  VERT ORDER  -  FIRST     CLASS II
 DU1317  ELLP ORDER  -  FIRST     CLASS I
 DU1317
 DU1317.The horizontal coordinates were established by GPS observations
 DU1317.and adjusted by the National Geodetic Survey in September 1992..
 DU1317
 DU1317.The orthometric height was determined by differential leveling
 DU1317.and adjusted by the National Geodetic Survey in June 1991..
 DU1317
 DU1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1317
 DU1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1317
 DU1317.The ellipsoidal height was determined by GPS observations
 DU1317.and is referenced to NAD 83.
 DU1317
 DU1317.The geoid height was determined by GEOID03.
 DU1317
 DU1317.The dynamic height is computed by dividing the NAVD 88
 DU1317.geopotential number by the normal gravity value computed on the
 DU1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1317.degrees latitude (g = 980.6199 gals.).
 DU1317
 DU1317.The modeled gravity was interpolated from observed gravity values.
 DU1317
 DU1317;                    North         East     Units Scale Factor Converg.
 DU1317;SPC AZ C     -   267,232.854   249,010.623   MT  0.99991566   +0 12 39.8
 DU1317;SPC AZ C     -   876,748.21    816,963.99   iFT  0.99991566   +0 12 39.8
 DU1317;UTM  12      - 3,696,816.074   450,406.145   MT  0.99963032   -0 17 37.3
 DU1317
 DU1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1317!SPC AZ C     -   0.99992096  x   0.99991566  =   0.99983662
 DU1317!UTM  12      -   0.99992096  x   0.99963032  =   0.99955131
 DU1317
 DU1317                          SUPERSEDED SURVEY CONTROL
 DU1317
 DU1317  NAD 83(1986)-  33 24 34.30078(N)    111 32 00.12903(W) AD(       ) B
 DU1317  ELLIP H (09/30/92)  503.60   (m)                       GP(       ) 2 1
 DU1317  NAVD 88 (09/30/92)  532.80   (m)         1748.0    (f) LEVELING    3  
 DU1317
 DU1317.Superseded values are not recommended for survey control.
 DU1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1317.See file dsdata.txt to determine how the superseded data were derived.
 DU1317
 DU1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5040696816(NAD 83)
 DU1317_MARKER: DU = BOUNDARY MARKER
 DU1317_SETTING: 66 = SET IN ROCK OUTCROP
 DU1317_SP_SET: ROCK OUTCROP
 DU1317_STAMPING: G 474 1981
 DU1317_MARK LOGO: NGS   
 DU1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1317+STABILITY: POSITION/ELEVATION WELL
 DU1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1317+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DU1317
 DU1317  HISTORY     - Date     Condition        Report By
 DU1317  HISTORY     - 1981     MONUMENTED       NGS
 DU1317  HISTORY     - 1984     GOOD             AZDT
 DU1317  HISTORY     - 19920420 GOOD             NGS
 DU1317  HISTORY     - 19980929 GOOD             AZ-013
 DU1317  HISTORY     - 19991120 GOOD             USPSQD
 DU1317  HISTORY     - 20000330 GOOD             MCDOT
 DU1317  HISTORY     - 20011212 GOOD             INDIV
 DU1317  HISTORY     - 20020319 GOOD             NGS
 DU1317  HISTORY     - 20060625 GOOD             GEOCAC
 DU1317
 DU1317                          STATION DESCRIPTION
 DU1317
 DU1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1317'1.9 KM (1.2 MI.) SE FROM APACHE JUNCTION.
 DU1317'THE MARK IS 2 M BELOW THE BASE OF THE CROSS.
 DU1317'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 DU1317'JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3 KILOMETER
 DU1317'(0.2 MILE) EAST ALONG BROADWAY STREET TO THE UNITED PRESBYTERIAN
 DU1317'CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH THE CHURCH
 DU1317'PARKING LOT TO THE OUTCROP KNOLL, IN THE TOP OF A
 DU1317'ROCK OUTCROP AT THE BASE OF THE SOUTH SIDE OF THE KNOLL, 32.0
 DU1317'METER (104.5 FEET) WEST OF THE 25-FT. WOODEN CROSS ON THE EAST SIDE
 DU1317'OF THE KNOLL, 30.2 METERS (99.0 FEET) NORTHWEST OF THE FIRST POWER
 DU1317'POLE SOUTH OF THE KNOLL, 27.3 METER (89.6 FEET) SOUTHWEST OF THE POWER
 DU1317'POLE ON TOP OF THE KNOLL, 30.5 METERS (100.0 FEET) WEST OF THE AZDT
 DU1317'BM 1262 AB AND 1.0 METER (3.3 FEET) EAST OF THE EXTENTION OF THE EAST
 DU1317'WALL OF THE CHURCH.
 DU1317'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1317
 DU1317                          STATION RECOVERY (1984)
 DU1317
 DU1317'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1317'RECOVERED IN GOOD CONDITION.
 DU1317
 DU1317                          STATION RECOVERY (1992)
 DU1317
 DU1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1317'THE STATION IS LOCATED ON THE EAST SIDE OF APACHE JUNCTION, ON THE
 DU1317'SOUTH SIDE OF A LOW ROCKY HILL, ON THE NORTH SIDE OF THE PAVED
 DU1317'PARKING LOT OF THE JOHN CALVIN PRESBYTERIAN CHURCH, 0.2 KM (0.1 MI)
 DU1317'NORTH OF BROADWAY AVENUE.  OWNERSHIP--UNKNOWN.
 DU1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 89 AND
 DU1317'STATE HIGHWAY 88 NORTH IN APACHE JUNCTION, GO SOUTHEAST ON HIGHWAYS
 DU1317'60 AND 89 FOR 1.39 KM (0.86 MI) TO A CROSSROAD (ROYAL PALM ROAD ON
 DU1317'THE RIGHT).  TURN LEFT, EAST, ON BROADWAY AVENUE FOR 0.40 KM
 DU1317'(0.25 MI) TO THE EAST ENTRANCE TO THE JOHN CALVIN CHURCH PARKING LOT
 DU1317'ON THE LEFT.  TURN LEFT, NORTH, INTO PARKING LOT FOR 0.17 KM
 DU1317'(0.11 MI) TO END OF PAVEMENT.  CONTINUE AHEAD UPHILL ON A ROCKY TRACK
 DU1317'ROAD UNDER THE POWER LINE FOR 30 M (98.4 FT) TO THE STATION ON THE
 DU1317'LEFT, ABOUT 14 M (45.9 FT) WEST.
 DU1317'THE STATION IS SET IN A DRILL HOLE IN A 0.8 M (2.6 FT) X 1.8 M
 DU1317'(5.9 FT) FLUSH OUTCROP.  LOCATED 31.9 M (104.7 FT) NORTH OF THE EDGE
 DU1317'OF THE LOT PAVEMENT, 30.2 M (99.1 FT) NORTHWEST OF A POWERLINE POLE,
 DU1317'14.2 M (46.6 FT) WEST OF THE LANE CENTER, 8.2 M (26.9 FT) NORTHEAST
 DU1317'OF A LONE SAGUARO CACTUS, 7.9 M (25.9 FT) SOUTHEAST OF AND 2 M
 DU1317'(6.6 FT) LOWER THAN P+M BM 1262 AC 1973 ADOT, 1 M (3.3 FT) EAST OF
 DU1317'THE EXTENDED EAST WALL OF THE CHURCH AND 0.6 M (2.0 FT) WEST OF A
 DU1317'SHORT METAL WITNESS POST.
 DU1317
 DU1317                          STATION RECOVERY (1998)
 DU1317
 DU1317'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU1317'RECOVERED AS DESCRIBED.
 DU1317
 DU1317                          STATION RECOVERY (1999)
 DU1317
 DU1317'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1317'RECOVERED IN GOOD CONDITION.
 DU1317
 DU1317                          STATION RECOVERY (2000)
 DU1317
 DU1317'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 DU1317'RECOVERED AS DESCRIBED.
 DU1317
 DU1317                          STATION RECOVERY (2001)
 DU1317
 DU1317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 DU1317'RECOVERED AS DESCRIBED
 DU1317
 DU1317                          STATION RECOVERY (2002)
 DU1317
 DU1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 DU1317'ALL PERSONS UTILIZING THIS MARK ARE ASKED TO PARK THEIR VEHICLES IN
 DU1317'THE JOHN CALVIN PRESBYTERIAN CHURCH PARKING LOT AND PROCEED TO THE
 DU1317'STATION ON FOOT TO MINIMIZE DUST.  THE CHURCH WILL CONTINUE TO ALLOW
 DU1317'ACCESS TO THEIR LOT AND THE SURVEY STATION IF SURVEYORS ABIDE BY THIS
 DU1317'REQUEST.  NOTE - THE STATION WAS NOT RECOVERED ON THIS DATE.
 DU1317
 DU1317                          STATION RECOVERY (2006)
 DU1317
 DU1317'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1317'THE WITNESS POST WAS MISSING, ONLY THE BASE OF THE POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1270 ***********************************************************************
 DV1270  DESIGNATION -  G 475
 DV1270  PID         -  DV1270
 DV1270  STATE/COUNTY-  AZ/MARICOPA
 DV1270  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1270
 DV1270                         *CURRENT SURVEY CONTROL
 DV1270  ___________________________________________________________________
 DV1270* NAD 83(1986)-  33 40 55.     (N)    112 13 14.     (W)     SCALED    
 DV1270* NAVD 88     -       391.751  (meters)    1285.27   (feet)  ADJUSTED  
 DV1270  ___________________________________________________________________
 DV1270  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1270  DYNAMIC HT  -         391.297 (meters)    1283.78  (feet)  COMP
 DV1270  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1270
 DV1270  VERT ORDER  -  FIRST     CLASS II
 DV1270
 DV1270.The horizontal coordinates were scaled from a topographic map and have
 DV1270.an estimated accuracy of +/- 6 seconds.
 DV1270
 DV1270.The orthometric height was determined by differential leveling
 DV1270.and adjusted by the National Geodetic Survey in June 1991..
 DV1270
 DV1270.The geoid height was determined by GEOID03.
 DV1270
 DV1270.The dynamic height is computed by dividing the NAVD 88
 DV1270.geopotential number by the normal gravity value computed on the
 DV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1270.degrees latitude (g = 980.6199 gals.).
 DV1270
 DV1270.The modeled gravity was interpolated from observed gravity values.
 DV1270
 DV1270;                    North         East    Units  Estimated Accuracy
 DV1270;SPC AZ C     -   297,420.      185,180.      MT  (+/- 180 meters Scaled)
 DV1270
 DV1270                          SUPERSEDED SURVEY CONTROL
 DV1270
 DV1270.No superseded survey control is available for this station.
 DV1270
 DV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868275(NAD 83)
 DV1270_MARKER: I = METAL ROD
 DV1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1270_SP_SET: STAINLESS STEEL ROD
 DV1270_STAMPING: G 475 1981
 DV1270_MARK LOGO: NGS   
 DV1270_PROJECTION: FLUSH
 DV1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1270_ROD/PIPE-DEPTH: 2.7  meters
 DV1270
 DV1270  HISTORY     - Date     Condition        Report By
 DV1270  HISTORY     - 1981     MONUMENTED       NGS
 DV1270  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 DV1270  HISTORY     - 20000109 GOOD             USPSQD
 DV1270  HISTORY     - 20060808 GOOD             GEOCAC
 DV1270
 DV1270                          STATION DESCRIPTION
 DV1270
 DV1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1270'33.0 KM (20.5 MI) NW FROM PHOENIX.
 DV1270'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1270'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1270'ALONG BEARDSLEY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG 67TH AVENUE,
 DV1270'THENCE 1.6 KM (1.0 MI) WEST ALONG DEER VALLEY DRIVE, AT THE NORTHWEST
 DV1270'CORNER OF THE INTERSECTION OF 75TH AVENUE, 13.5 METERS (44.3 FT)
 DV1270'NORTH OF THE EXTENDED CENTERLINE OF THE DRIVE, 9 METERS (29.5 FT)
 DV1270'WEST OF THE CENTERLINE OF THE AVENUE, 5.1 METERS (16.5 FT) NORTH OF A
 DV1270'POWER LINE POLE, 1.6 METERS (5.2 FT) SOUTHWEST OF A POWER LINE POLE
 DV1270'GUY WIRE ANCHOR, 0.7 METER (2.3 FT) EAST OF A FENCE, THE ROD WAS
 DV1270'DRIVEN TO REFUSAL AT A DEPTH OF 9 FEET.
 DV1270'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 DV1270'THE MARK IS 0.3 M ABOVE THE AVENUE.
 DV1270
 DV1270                          STATION RECOVERY (1999)
 DV1270
 DV1270'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1270'MARK NOT FOUND.
 DV1270
 DV1270                          STATION RECOVERY (2000)
 DV1270
 DV1270'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1270'RECOVERED IN GOOD CONDITION.
 DV1270
 DV1270                          STATION RECOVERY (2006)
 DV1270
 DV1270'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1245 ***********************************************************************
 DV1245  DESIGNATION -  G 476
 DV1245  PID         -  DV1245
 DV1245  STATE/COUNTY-  AZ/MARICOPA
 DV1245  USGS QUAD   -  COTTON CENTER (1973)
 DV1245
 DV1245                         *CURRENT SURVEY CONTROL
 DV1245  ___________________________________________________________________
 DV1245* NAD 83(1986)-  33 00 18.     (N)    112 39 52.     (W)     SCALED    
 DV1245* NAVD 88     -       225.573  (meters)     740.07   (feet)  ADJUSTED  
 DV1245  ___________________________________________________________________
 DV1245  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1245  DYNAMIC HT  -         225.307 (meters)     739.19  (feet)  COMP
 DV1245  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV1245
 DV1245  VERT ORDER  -  FIRST     CLASS II
 DV1245
 DV1245.The horizontal coordinates were scaled from a topographic map and have
 DV1245.an estimated accuracy of +/- 6 seconds.
 DV1245
 DV1245.The orthometric height was determined by differential leveling
 DV1245.and adjusted by the National Geodetic Survey in June 1991..
 DV1245
 DV1245.The geoid height was determined by GEOID03.
 DV1245
 DV1245.The dynamic height is computed by dividing the NAVD 88
 DV1245.geopotential number by the normal gravity value computed on the
 DV1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1245.degrees latitude (g = 980.6199 gals.).
 DV1245
 DV1245.The modeled gravity was interpolated from observed gravity values.
 DV1245
 DV1245;                    North         East    Units  Estimated Accuracy
 DV1245;SPC AZ C     -   222,550.      143,490.      MT  (+/- 180 meters Scaled)
 DV1245
 DV1245                          SUPERSEDED SURVEY CONTROL
 DV1245
 DV1245.No superseded survey control is available for this station.
 DV1245
 DV1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB445530(NAD 83)
 DV1245_MARKER: DB = BENCH MARK DISK
 DV1245_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1245_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1245_STAMPING: G 476 1981
 DV1245_MARK LOGO: NGS   
 DV1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1245+STABILITY: POSITION/ELEVATION WELL
 DV1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1245+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1245
 DV1245  HISTORY     - Date     Condition        Report By
 DV1245  HISTORY     - 1981     MONUMENTED       NGS
 DV1245  HISTORY     - 20060128 GOOD             USPSQD
 DV1245  HISTORY     - 20060129 GOOD             USPSQD
 DV1245
 DV1245                          STATION DESCRIPTION
 DV1245
 DV1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1245'8.55 KM (5.3 MI) NORTH FROM GILA BEND.
 DV1245'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PZCIFIC RAILROAD FROM THE
 DV1245'STATION AT GILA BEND, THENCE 7.0 KM (4.35 MI) NORTH ALONG THE
 DV1245'ARLINGTON-HASSAYAMPA ROAD, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT
 DV1245'ROAD, AT A DEEP WATER WELL IRRIGATION PUMP, ON THE WEST SIDE OF THE
 DV1245'GILA BEND CANAL, IN TOP OF THE NORTHWEST CORNER OF THE 5 BY 5 FOOT
 DV1245'CONCRETE PAD WHICH IS ATTACHED TO THE WELL CASING, 19 METERS (62.4 FT)
 DV1245'WEST OF AND 3 METERS (10 FT) BELOW THE WEST LEVEE OF THE CANAL, 16.3
 DV1245'METERS (53.5 FT) SOUTH-SOUTHEAST OF A POWER LINE POLE BEARING 3
 DV1245'TRANSFORMERS, 0.75 METER (2.5 FT) NORTHWEST OF THE CENTER OF THE PUMP,
 DV1245'0.4 METER (1.3 FT) SOUTH OF THE NORTH EDGE OF THE PAD, 0.3 METER
 DV1245'(1.0 FT) EAST OF THE WEST EDGE OF THE PAD.
 DV1245'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DV1245
 DV1245                          STATION RECOVERY (2006)
 DV1245
 DV1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1245'RECOVERED AS DESCRIBED.
 DV1245
 DV1245                          STATION RECOVERY (2006)
 DV1245
 DV1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1245'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1371 ***********************************************************************
 DV1371  DESIGNATION -  G 477
 DV1371  PID         -  DV1371
 DV1371  STATE/COUNTY-  AZ/LA PAZ
 DV1371  USGS QUAD   -  SOCORRO MINE (1990)
 DV1371
 DV1371                         *CURRENT SURVEY CONTROL
 DV1371  ___________________________________________________________________
 DV1371* NAD 83(1986)-  33 40 48.     (N)    113 26 27.     (W)     SCALED    
 DV1371* NAVD 88     -       478.685  (meters)    1570.49   (feet)  ADJUSTED  
 DV1371  ___________________________________________________________________
 DV1371  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV1371  DYNAMIC HT  -         478.125 (meters)    1568.65  (feet)  COMP
 DV1371  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 DV1371
 DV1371  VERT ORDER  -  FIRST     CLASS II
 DV1371
 DV1371.The horizontal coordinates were scaled from a topographic map and have
 DV1371.an estimated accuracy of +/- 6 seconds.
 DV1371
 DV1371.The orthometric height was determined by differential leveling
 DV1371.and adjusted by the National Geodetic Survey in June 1991..
 DV1371
 DV1371.The geoid height was determined by GEOID03.
 DV1371
 DV1371.The dynamic height is computed by dividing the NAVD 88
 DV1371.geopotential number by the normal gravity value computed on the
 DV1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1371.degrees latitude (g = 980.6199 gals.).
 DV1371
 DV1371.The modeled gravity was interpolated from observed gravity values.
 DV1371
 DV1371;                    North         East    Units  Estimated Accuracy
 DV1371;SPC AZ W     -   297,220.      242,030.      MT  (+/- 180 meters Scaled)
 DV1371
 DV1371                          SUPERSEDED SURVEY CONTROL
 DV1371
 DV1371.No superseded survey control is available for this station.
 DV1371
 DV1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC737293(NAD 83)
 DV1371_MARKER: I = METAL ROD
 DV1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1371_SP_SET: STAINLESS STEEL ROD
 DV1371_STAMPING: G 477 1981
 DV1371_MARK LOGO: NGS   
 DV1371_PROJECTION: FLUSH
 DV1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1371_ROD/PIPE-DEPTH: 4.9  meters
 DV1371
 DV1371  HISTORY     - Date     Condition        Report By
 DV1371  HISTORY     - 1981     MONUMENTED       NGS
 DV1371
 DV1371                          STATION DESCRIPTION
 DV1371
 DV1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1371'20.3 KM (12.6 MI) SE FROM SALOME.
 DV1371'20.3 KM (12.6 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1371'HIGHWAY 60 AT SALOME, 0.8 KM (0.5 MI) NORTHWEST OF THE Y JUNCTION OF
 DV1371'AN OLD GRADED ROAD LEADING WEST-NORTHWEST, 1.25 MILE NORTHWEST OF
 DV1371'AVENUE 71 E, 17.4 METERS (57 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1371'ROAD, 24.5 METERS (80.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF AN
 DV1371'OLD GRADED ROAD, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 DV1371'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DV1371'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1406 ***********************************************************************
 DV1406  DESIGNATION -  G 478
 DV1406  PID         -  DV1406
 DV1406  STATE/COUNTY-  AZ/LA PAZ
 DV1406  USGS QUAD   -  HOPE (1990)
 DV1406
 DV1406                         *CURRENT SURVEY CONTROL
 DV1406  ___________________________________________________________________
 DV1406* NAD 83(1986)-  33 43 13.     (N)    113 44 56.     (W)     SCALED    
 DV1406* NAVD 88     -       401.294  (meters)    1316.58   (feet)  ADJUSTED  
 DV1406  ___________________________________________________________________
 DV1406  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1406  DYNAMIC HT  -         400.836 (meters)    1315.08  (feet)  COMP
 DV1406  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 DV1406
 DV1406  VERT ORDER  -  FIRST     CLASS II
 DV1406
 DV1406.The horizontal coordinates were scaled from a topographic map and have
 DV1406.an estimated accuracy of +/- 6 seconds.
 DV1406
 DV1406.The orthometric height was determined by differential leveling
 DV1406.and adjusted by the National Geodetic Survey in June 1991..
 DV1406
 DV1406.The geoid height was determined by GEOID03.
 DV1406
 DV1406.The dynamic height is computed by dividing the NAVD 88
 DV1406.geopotential number by the normal gravity value computed on the
 DV1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1406.degrees latitude (g = 980.6199 gals.).
 DV1406
 DV1406.The modeled gravity was interpolated from observed gravity values.
 DV1406
 DV1406;                    North         East    Units  Estimated Accuracy
 DV1406;SPC AZ W     -   301,640.      213,460.      MT  (+/- 180 meters Scaled)
 DV1406
 DV1406                          SUPERSEDED SURVEY CONTROL
 DV1406
 DV1406.No superseded survey control is available for this station.
 DV1406
 DV1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC452345(NAD 83)
 DV1406_MARKER: DB = BENCH MARK DISK
 DV1406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1406_SP_SET: BRIDGE ABUTMENT
 DV1406_STAMPING: G 478 1981
 DV1406_MARK LOGO: NGS   
 DV1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1406
 DV1406  HISTORY     - Date     Condition        Report By
 DV1406  HISTORY     - 1981     MONUMENTED       NGS
 DV1406
 DV1406                          STATION DESCRIPTION
 DV1406
 DV1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1406'15.8 KM (9.0 MI) SW FROM SALOME.
 DV1406'15.8 KM (9.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1406'SALOME ROAD IN SALOME, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 47,
 DV1406'SET IN TOP OF THE NORTHWEST END OF THE EAST ABUTMENT OF A HIGHWAY
 DV1406'BRIDGE OVER THE CENTRAL ARIZONA CANAL, 7.3 METERS (24.0 FT) NORTH OF
 DV1406'THE CENTERLINE OF THE HIGHWAY, 6.5 METERS (21.3 FT) WEST OF THE EAST
 DV1406'END OF THE SOUTH CONCRETE GUARDRAIL FOR THE BRIDGE.
 DV1406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW1300 ***********************************************************************
 DW1300  DESIGNATION -  G 479
 DW1300  PID         -  DW1300
 DW1300  STATE/COUNTY-  AZ/LA PAZ
 DW1300  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1300
 DW1300                         *CURRENT SURVEY CONTROL
 DW1300  ___________________________________________________________________
 DW1300* NAD 83(1986)-  33 38 58.     (N)    114 15 57.     (W)     SCALED    
 DW1300* NAVD 88     -       301.099  (meters)     987.86   (feet)  ADJUSTED  
 DW1300  ___________________________________________________________________
 DW1300  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW1300  DYNAMIC HT  -         300.761 (meters)     986.75  (feet)  COMP
 DW1300  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 DW1300
 DW1300  VERT ORDER  -  FIRST     CLASS II
 DW1300
 DW1300.The horizontal coordinates were scaled from a topographic map and have
 DW1300.an estimated accuracy of +/- 6 seconds.
 DW1300
 DW1300.The orthometric height was determined by differential leveling
 DW1300.and adjusted by the National Geodetic Survey in June 1991..
 DW1300
 DW1300.The geoid height was determined by GEOID03.
 DW1300
 DW1300.The dynamic height is computed by dividing the NAVD 88
 DW1300.geopotential number by the normal gravity value computed on the
 DW1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1300.degrees latitude (g = 980.6199 gals.).
 DW1300
 DW1300.The modeled gravity was interpolated from observed gravity values.
 DW1300
 DW1300;                    North         East    Units  Estimated Accuracy
 DW1300;SPC AZ W     -   293,900.      165,510.      MT  (+/- 180 meters Scaled)
 DW1300
 DW1300                          SUPERSEDED SURVEY CONTROL
 DW1300
 DW1300.No superseded survey control is available for this station.
 DW1300
 DW1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT535266(NAD 83)
 DW1300_MARKER: DB = BENCH MARK DISK
 DW1300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1300_SP_SET: BRIDGE ABUTMENT
 DW1300_STAMPING: G 479 1981
 DW1300_MARK LOGO: NGS   
 DW1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1300
 DW1300  HISTORY     - Date     Condition        Report By
 DW1300  HISTORY     - 1981     MONUMENTED       NGS
 DW1300
 DW1300                          STATION DESCRIPTION
 DW1300
 DW1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1300'4.9 KM (3.1 MI) WEST FROM QUARTZSITE.
 DW1300'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1300'95 OVERPASS IN QUARTZSITE, THENCE 2.7 KM (1.7 MI) WEST ALONG OLD U.S.
 DW1300'HIGHWAY 60, SET IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 DW1300'HIGHWAY BRIDGE OVER LA CHOLLA WASH, 4.3 METERS (14.0 FT) SOUTH OF THE
 DW1300'CENTERLINE OF THE HIGHWAY.
 DW1300'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0170 ***********************************************************************
 ER0170  DESIGNATION -  G 48
 ER0170  PID         -  ER0170
 ER0170  STATE/COUNTY-  AZ/APACHE
 ER0170  USGS QUAD   -  CEADRO SPRING (1984)
 ER0170
 ER0170                         *CURRENT SURVEY CONTROL
 ER0170  ___________________________________________________________________
 ER0170* NAD 83(1986)-  34 50 19.     (N)    109 14 29.     (W)     SCALED    
 ER0170* NAVD 88     -      1910.870  (meters)    6269.25   (feet)  ADJUSTED  
 ER0170  ___________________________________________________________________
 ER0170  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ER0170  DYNAMIC HT  -        1908.116 (meters)    6260.21  (feet)  COMP
 ER0170  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 ER0170
 ER0170  VERT ORDER  -  SECOND    CLASS 0
 ER0170
 ER0170.The horizontal coordinates were scaled from a topographic map and have
 ER0170.an estimated accuracy of +/- 6 seconds.
 ER0170
 ER0170.The orthometric height was determined by differential leveling
 ER0170.and adjusted by the National Geodetic Survey in June 1991..
 ER0170
 ER0170.The geoid height was determined by GEOID03.
 ER0170
 ER0170.The dynamic height is computed by dividing the NAVD 88
 ER0170.geopotential number by the normal gravity value computed on the
 ER0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0170.degrees latitude (g = 980.6199 gals.).
 ER0170
 ER0170.The modeled gravity was interpolated from observed gravity values.
 ER0170
 ER0170;                    North         East    Units  Estimated Accuracy
 ER0170;SPC AZ E     -   426,060.      297,990.      MT  (+/- 180 meters Scaled)
 ER0170
 ER0170                          SUPERSEDED SURVEY CONTROL
 ER0170
 ER0170  NGVD 29 (??/??/92) 1909.961  (m)         6266.26   (f) ADJ UNCH    2 0
 ER0170
 ER0170.Superseded values are not recommended for survey control.
 ER0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0170.See file dsdata.txt to determine how the superseded data were derived.
 ER0170
 ER0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD607565(NAD 83)
 ER0170_MARKER: DB = BENCH MARK DISK
 ER0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0170_STAMPING: G 48 1934
 ER0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0170+STABILITY: SURFACE MOTION
 ER0170
 ER0170  HISTORY     - Date     Condition        Report By
 ER0170  HISTORY     - 1934     MONUMENTED       CGS
 ER0170  HISTORY     - 1974     GOOD             USGS
 ER0170
 ER0170                          STATION DESCRIPTION
 ER0170
 ER0170'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0170'24.5 MI NE FROM ST JOHNS.
 ER0170'ST JOHNS, 24.5 MILES E AND N. OF ALONG US HWY 666 FROM THE
 ER0170'INTERSECTION OF U S HWY 666 AND U S HWY 180 IN ST JOHNS.  8 MILES
 ER0170'NORTH OF THE ZUNI RIVER.  TO A DIRT RD ON LEFT.  THENCE WEST ON DIRT
 ER0170'RD .15 MILES TO OLD HWY. THENCE NORTH ALONG OLD HWY .95 MILES TO BM ON
 ER0170'RIGHT.  BM IS 22 FT. EAST OF CENTERLINE OF RD.  A STANDARD USC AND GS
 ER0170'TABLET STAMPED G 48 1934 AND SET IN A CONCRETE POST.  POST PROJECTS
 ER0170'1.5 FT. ABOVE MEAN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0752 ***********************************************************************
 ET0752  DESIGNATION -  G 480
 ET0752  PID         -  ET0752
 ET0752  STATE/COUNTY-  AZ/LA PAZ
 ET0752  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0752
 ET0752                         *CURRENT SURVEY CONTROL
 ET0752  ___________________________________________________________________
 ET0752* NAD 83(1986)-  34 00 19.     (N)    113 34 45.     (W)     SCALED    
 ET0752* NAVD 88     -       611.477  (meters)    2006.15   (feet)  ADJUSTED  
 ET0752  ___________________________________________________________________
 ET0752  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ET0752  DYNAMIC HT  -         610.769 (meters)    2003.83  (feet)  COMP
 ET0752  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 ET0752
 ET0752  VERT ORDER  -  FIRST     CLASS II
 ET0752
 ET0752.The horizontal coordinates were scaled from a topographic map and have
 ET0752.an estimated accuracy of +/- 6 seconds.
 ET0752
 ET0752.The orthometric height was determined by differential leveling
 ET0752.and adjusted by the National Geodetic Survey in June 1991..
 ET0752
 ET0752.The geoid height was determined by GEOID03.
 ET0752
 ET0752.The dynamic height is computed by dividing the NAVD 88
 ET0752.geopotential number by the normal gravity value computed on the
 ET0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0752.degrees latitude (g = 980.6199 gals.).
 ET0752
 ET0752.The modeled gravity was interpolated from observed gravity values.
 ET0752
 ET0752;                    North         East    Units  Estimated Accuracy
 ET0752;SPC AZ W     -   333,260.      229,140.      MT  (+/- 180 meters Scaled)
 ET0752
 ET0752                          SUPERSEDED SURVEY CONTROL
 ET0752
 ET0752.No superseded survey control is available for this station.
 ET0752
 ET0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618657(NAD 83)
 ET0752_MARKER: I = METAL ROD
 ET0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0752_SP_SET: STAINLESS STEEL ROD
 ET0752_STAMPING: G 480 1981
 ET0752_MARK LOGO: NGS   
 ET0752_PROJECTION: FLUSH
 ET0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0752_ROD/PIPE-DEPTH: 1.05 meters
 ET0752
 ET0752  HISTORY     - Date     Condition        Report By
 ET0752  HISTORY     - 1981     MONUMENTED       NGS
 ET0752  HISTORY     - 19990306 GOOD             USPSQD
 ET0752
 ET0752                          STATION DESCRIPTION
 ET0752
 ET0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0752'21.9 KM (13.65 MI) NORT FROM WENDEN.
 ET0752'21.9 KM (13.65 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0752'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, AT THE CENTER OF THE OUTSIDE OF
 ET0752'A SLIGHT ROAD CURVE, 27.8 METERS (91.0 FT) EAST OF THE CENTERLINE OF
 ET0752'THE ROAD. NOTE-ROD DRIVE TO REFUSAL AND IS SOLID.
 ET0752'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 ET0752'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 ET0752
 ET0752                          STATION RECOVERY (1999)
 ET0752
 ET0752'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0770 ***********************************************************************
 ET0770  DESIGNATION -  G 481
 ET0770  PID         -  ET0770
 ET0770  STATE/COUNTY-  AZ/LA PAZ
 ET0770  USGS QUAD   -  ALAMO DAM (1990)
 ET0770
 ET0770                         *CURRENT SURVEY CONTROL
 ET0770  ___________________________________________________________________
 ET0770* NAD 83(1986)-  34 13 51.     (N)    113 32 56.     (W)     SCALED    
 ET0770* NAVD 88     -       437.561  (meters)    1435.56   (feet)  ADJUSTED  
 ET0770  ___________________________________________________________________
 ET0770  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ET0770  DYNAMIC HT  -         437.071 (meters)    1433.96  (feet)  COMP
 ET0770  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 ET0770
 ET0770  VERT ORDER  -  FIRST     CLASS II
 ET0770
 ET0770.The horizontal coordinates were scaled from a topographic map and have
 ET0770.an estimated accuracy of +/- 6 seconds.
 ET0770
 ET0770.The orthometric height was determined by differential leveling
 ET0770.and adjusted by the National Geodetic Survey in June 1991..
 ET0770
 ET0770.The geoid height was determined by GEOID03.
 ET0770
 ET0770.The dynamic height is computed by dividing the NAVD 88
 ET0770.geopotential number by the normal gravity value computed on the
 ET0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0770.degrees latitude (g = 980.6199 gals.).
 ET0770
 ET0770.The modeled gravity was interpolated from observed gravity values.
 ET0770
 ET0770;                    North         East    Units  Estimated Accuracy
 ET0770;SPC AZ W     -   358,290.      231,890.      MT  (+/- 180 meters Scaled)
 ET0770
 ET0770                          SUPERSEDED SURVEY CONTROL
 ET0770
 ET0770.No superseded survey control is available for this station.
 ET0770
 ET0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC652906(NAD 83)
 ET0770_MARKER: I = METAL ROD
 ET0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0770_SP_SET: STAINLESS STEEL ROD
 ET0770_STAMPING: G 481 1981
 ET0770_MARK LOGO: NGS   
 ET0770_PROJECTION: FLUSH
 ET0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0770_ROD/PIPE-DEPTH: 3.0  meters
 ET0770
 ET0770  HISTORY     - Date     Condition        Report By
 ET0770  HISTORY     - 1981     MONUMENTED       NGS
 ET0770  HISTORY     - 19990306 GOOD             USPSQD
 ET0770
 ET0770                          STATION DESCRIPTION
 ET0770
 ET0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0770'6.0 KM (3.7 MI) SE FROM ALAMO LAKE.
 ET0770'6.0 KM (3.1 MI) SOUTHEAST ALONG WENDEN-LAKE ALAMO ROAD FROM THE
 ET0770'SOUTHEAST END OF THE DAM, SET ON THE INSIDE AND 0.1 KM (0.05 MI)
 ET0770'NORTHWEST OF THE SOUTHEAST END OF A SLIGHT ROAD CURVE, 15.4 METERS
 ET0770'(50.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.2 METERS (56.5
 ET0770'FT) NORTHWEST OF THE CENTERLINE OF A SMALL GULLY, 13.2 METERS (43.3
 ET0770'FT) WEST OF A 20-FOOT HIGH SAGUARO CACTUS WITH A 10-FOOT AND 2-FOOT
 ET0770'ARM, 12.7 METERS (41.6 FT) NORTH OF THE NORTHEAST LEG OF A SIGN
 ET0770'READING -CONTACT STATION 1000 FT-.
 ET0770'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ET0770'THE MARK IS 1.0 M BELOW THE ROAD CENTERLINE.
 ET0770
 ET0770                          STATION RECOVERY (1999)
 ET0770
 ET0770'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0795 ***********************************************************************
 ET0795  DESIGNATION -  G 482
 ET0795  PID         -  ET0795
 ET0795  STATE/COUNTY-  AZ/MOHAVE
 ET0795  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0795
 ET0795                         *CURRENT SURVEY CONTROL
 ET0795  ___________________________________________________________________
 ET0795* NAD 83(1986)-  34 21 00.     (N)    113 41 20.     (W)     SCALED    
 ET0795* NAVD 88     -       600.912  (meters)    1971.49   (feet)  ADJUSTED  
 ET0795  ___________________________________________________________________
 ET0795  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET0795  DYNAMIC HT  -         600.219 (meters)    1969.22  (feet)  COMP
 ET0795  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 ET0795  OBS GRAVITY -     979,463.4   (mgal)                       GRAV_OBS
 ET0795
 ET0795  VERT ORDER  -  FIRST     CLASS II
 ET0795
 ET0795.The horizontal coordinates were scaled from a topographic map and have
 ET0795.an estimated accuracy of +/- 6 seconds.
 ET0795
 ET0795.The orthometric height was determined by differential leveling
 ET0795.and adjusted by the National Geodetic Survey in June 1991..
 ET0795
 ET0795.The geoid height was determined by GEOID03.
 ET0795
 ET0795.The dynamic height is computed by dividing the NAVD 88
 ET0795.geopotential number by the normal gravity value computed on the
 ET0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0795.degrees latitude (g = 980.6199 gals.).
 ET0795
 ET0795.The modeled gravity was interpolated from observed gravity values.
 ET0795.The observed gravity was obtained from relative gravimeter ties
 ET0795.to the IGSN71 gravity network.
 ET0795
 ET0795;                    North         East    Units  Estimated Accuracy
 ET0795;SPC AZ W     -   371,490.      218,980.      MT  (+/- 180 meters Scaled)
 ET0795
 ET0795                          SUPERSEDED SURVEY CONTROL
 ET0795
 ET0795.No superseded survey control is available for this station.
 ET0795
 ET0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD526042(NAD 83)
 ET0795_MARKER: DB = BENCH MARK DISK
 ET0795_SETTING: 66 = SET IN ROCK OUTCROP
 ET0795_SP_SET: ROCK OUTCROP
 ET0795_STAMPING: G 482 1981
 ET0795_MARK LOGO: NGS   
 ET0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0795+STABILITY: POSITION/ELEVATION WELL
 ET0795
 ET0795  HISTORY     - Date     Condition        Report By
 ET0795  HISTORY     - 1981     MONUMENTED       NGS
 ET0795
 ET0795                          STATION DESCRIPTION
 ET0795
 ET0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0795'78.6 KM (48.8 MI) SE FROM YUCCA.
 ET0795'78.6 KM (48.8 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0795'INTERSTATE HIGHWAY 40 IN YUCCA, 0.3 KM (0.2 MI) NORTHWEST OF THE
 ET0795'SANDTRAP WASH CROSSING, 0.25 KM (0.15 MI) SOUTHEAST OF A PROMINENT
 ET0795'KNOLL, SET IN TOP OF A BLACK VOLCANIC OUTCROP AT THE SOUTHEAST BASE OF
 ET0795'A SMALL RIDGE OF VOLCANIC ROCK, 19.2 METERS (63.0 FT) NORTHEAST OF THE
 ET0795'CENTERLINE OF THE ROAD, 3.6 METERS (12.0 FT) BELOW THE TOP OF THE
 ET0795'RIDGE.
 ET0795'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 ET0795'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0903 ***********************************************************************
 FS0903  DESIGNATION -  G 484
 FS0903  PID         -  FS0903
 FS0903  STATE/COUNTY-  AZ/MOHAVE
 FS0903  USGS QUAD   -  KINGMAN (1980)
 FS0903
 FS0903                         *CURRENT SURVEY CONTROL
 FS0903  ___________________________________________________________________
 FS0903* NAD 83(1986)-  35 08 48.     (N)    114 05 41.     (W)     SCALED    
 FS0903* NAVD 88     -       898.381  (meters)    2947.44   (feet)  ADJUSTED  
 FS0903  ___________________________________________________________________
 FS0903  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FS0903  DYNAMIC HT  -         897.342 (meters)    2944.03  (feet)  COMP
 FS0903  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FS0903
 FS0903  VERT ORDER  -  FIRST     CLASS II
 FS0903
 FS0903.The horizontal coordinates were scaled from a topographic map and have
 FS0903.an estimated accuracy of +/- 6 seconds.
 FS0903
 FS0903.The orthometric height was determined by differential leveling
 FS0903.and adjusted by the National Geodetic Survey in June 1991..
 FS0903
 FS0903.The geoid height was determined by GEOID03.
 FS0903
 FS0903.The dynamic height is computed by dividing the NAVD 88
 FS0903.geopotential number by the normal gravity value computed on the
 FS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0903.degrees latitude (g = 980.6199 gals.).
 FS0903
 FS0903.The modeled gravity was interpolated from observed gravity values.
 FS0903
 FS0903;                    North         East    Units  Estimated Accuracy
 FS0903;SPC AZ W     -   459,910.      181,950.      MT  (+/- 180 meters Scaled)
 FS0903
 FS0903                          SUPERSEDED SURVEY CONTROL
 FS0903
 FS0903.No superseded survey control is available for this station.
 FS0903
 FS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU646931(NAD 83)
 FS0903_MARKER: DB = BENCH MARK DISK
 FS0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FS0903_SP_SET: ABUTMENT
 FS0903_STAMPING: G 484 1981
 FS0903_MARK LOGO: NGS   
 FS0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0903
 FS0903  HISTORY     - Date     Condition        Report By
 FS0903  HISTORY     - 1981     MONUMENTED       NGS
 FS0903
 FS0903                          STATION DESCRIPTION
 FS0903
 FS0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0903'8.0 KM (5.0 MI) SW FROM KINGMAN.
 FS0903'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0903'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 7.2 KM (4.5 MI) SOUTHWEST
 FS0903'ALONG OLD HIGHWAY 66, SET OVER THE NORTHEAST END OF THE SOUTHEAST
 FS0903'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER INTERSTATE HIGHWAY
 FS0903'40, 20.1 METERS (66 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FS0903'2.1 METERS (7 FT) NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK,
 FS0903'0.5 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE,
 FS0903'0.3 METER (1 FT) SOUTHEAST OF THE SOUTHEAST END OF A CYCLONE FENCE.
 FS0903'THE MARK IS 0.6 M ABOVE HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0770 ***********************************************************************
 EU0770  DESIGNATION -  G 485
 EU0770  PID         -  EU0770
 EU0770  STATE/COUNTY-  AZ/MOHAVE
 EU0770  USGS QUAD   -  TOPOCK (1970)
 EU0770
 EU0770                         *CURRENT SURVEY CONTROL
 EU0770  ___________________________________________________________________
 EU0770* NAD 83(1986)-  34 43 32.     (N)    114 24 30.     (W)     SCALED    
 EU0770* NAVD 88     -       237.741  (meters)     779.99   (feet)  ADJUSTED  
 EU0770  ___________________________________________________________________
 EU0770  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EU0770  DYNAMIC HT  -         237.495 (meters)     779.18  (feet)  COMP
 EU0770  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 EU0770
 EU0770  VERT ORDER  -  FIRST     CLASS II
 EU0770
 EU0770.The horizontal coordinates were scaled from a topographic map and have
 EU0770.an estimated accuracy of +/- 6 seconds.
 EU0770
 EU0770.The orthometric height was determined by differential leveling
 EU0770.and adjusted by the National Geodetic Survey in June 1991..
 EU0770
 EU0770.The geoid height was determined by GEOID03.
 EU0770
 EU0770.The dynamic height is computed by dividing the NAVD 88
 EU0770.geopotential number by the normal gravity value computed on the
 EU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0770.degrees latitude (g = 980.6199 gals.).
 EU0770
 EU0770.The modeled gravity was interpolated from observed gravity values.
 EU0770
 EU0770;                    North         East    Units  Estimated Accuracy
 EU0770;SPC AZ W     -   413,340.      153,070.      MT  (+/- 180 meters Scaled)
 EU0770
 EU0770                          SUPERSEDED SURVEY CONTROL
 EU0770
 EU0770.No superseded survey control is available for this station.
 EU0770
 EU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU373456(NAD 83)
 EU0770_MARKER: I = METAL ROD
 EU0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0770_SP_SET: STAINLESS STEEL ROD
 EU0770_STAMPING: G 485 1981
 EU0770_MARK LOGO: NGS   
 EU0770_PROJECTION: FLUSH
 EU0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0770_ROD/PIPE-DEPTH: 4.9  meters
 EU0770
 EU0770  HISTORY     - Date     Condition        Report By
 EU0770  HISTORY     - 1981     MONUMENTED       NGS
 EU0770
 EU0770                          STATION DESCRIPTION
 EU0770
 EU0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0770'7.2 KM (4.5 MI) NE FROM TOPOCK.
 EU0770'7.2 KM (4.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0770'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, UNDER A HIGHWAY SIGN
 EU0770'READING COMMERCIAL VECHICLES STOP 1/2 MILE, 11.1 METERS (36.5 FT)
 EU0770'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES, 3.7 METERS (12 FT)
 EU0770'NORTH OF THE GUARD RAIL ON THE NORTH SIDE OF THE WEST BOUND LANES.
 EU0770'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EU0770'THE MARK IS 1.0 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0928 ***********************************************************************
 FS0928  DESIGNATION -  G 486
 FS0928  PID         -  FS0928
 FS0928  STATE/COUNTY-  AZ/MOHAVE
 FS0928  USGS QUAD   -  CHLORIDE (1968)
 FS0928
 FS0928                         *CURRENT SURVEY CONTROL
 FS0928  ___________________________________________________________________
 FS0928* NAD 83(1986)-  35 24 53.     (N)    114 11 33.     (W)     SCALED    
 FS0928* NAVD 88     -      1244.460  (meters)    4082.87   (feet)  ADJUSTED  
 FS0928  ___________________________________________________________________
 FS0928  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FS0928  DYNAMIC HT  -        1242.952 (meters)    4077.92  (feet)  COMP
 FS0928  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 FS0928
 FS0928  VERT ORDER  -  FIRST     CLASS II
 FS0928
 FS0928.The horizontal coordinates were scaled from a topographic map and have
 FS0928.an estimated accuracy of +/- 6 seconds.
 FS0928
 FS0928.The orthometric height was determined by differential leveling
 FS0928.and adjusted by the National Geodetic Survey in June 1991..
 FS0928
 FS0928.The geoid height was determined by GEOID03.
 FS0928
 FS0928.The dynamic height is computed by dividing the NAVD 88
 FS0928.geopotential number by the normal gravity value computed on the
 FS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0928.degrees latitude (g = 980.6199 gals.).
 FS0928
 FS0928.The modeled gravity was interpolated from observed gravity values.
 FS0928
 FS0928;                    North         East    Units  Estimated Accuracy
 FS0928;SPC AZ W     -   489,690.      173,170.      MT  (+/- 180 meters Scaled)
 FS0928
 FS0928                          SUPERSEDED SURVEY CONTROL
 FS0928
 FS0928.No superseded survey control is available for this station.
 FS0928
 FS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV549226(NAD 83)
 FS0928_MARKER: DB = BENCH MARK DISK
 FS0928_SETTING: 66 = SET IN ROCK OUTCROP
 FS0928_SP_SET: ROCK OUTCROP
 FS0928_STAMPING: G 486 1982
 FS0928_MARK LOGO: NGS   
 FS0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0928+STABILITY: POSITION/ELEVATION WELL
 FS0928
 FS0928  HISTORY     - Date     Condition        Report By
 FS0928  HISTORY     - 1982     MONUMENTED       NGS
 FS0928
 FS0928                          STATION DESCRIPTION
 FS0928
 FS0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0928'0.6 KM (0.4 MI) EAST FROM CHLORIDE.
 FS0928'0.6 KM (0.4 MI) EAST ALONG TENNESSEE AVENUE FROM THE POST OFFICE IN
 FS0928'CHLORIDE, IN TOP OF THE NORTHERN EDGE OF A MASSIVE GRANITE OUTCROP
 FS0928'PROJECTING 20 FEET ABOVE THE GROUND, 10.9 METERS (36 FT) SOUTH OF THE
 FS0928'CENTERLINE OF THE AVENUE, 1.2 METERS (4 FT) WEST OF THE EAST EDGE OF
 FS0928'THE OUTCROP, 0.9 METER (3 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP,
 FS0928'0.3 METER (1 FT) NORTH OF THE NORTH EDGE OF OVERHANGING ROCK AND 3
 FS0928'FEET ABOVE THE GROUND.
 FS0928'THE MARK IS 1.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0707 ***********************************************************************
 FR0707  DESIGNATION -  G 487
 FR0707  PID         -  FR0707
 FR0707  STATE/COUNTY-  AZ/MOHAVE
 FR0707  USGS QUAD   -  TRUXTON (1980)
 FR0707
 FR0707                         *CURRENT SURVEY CONTROL
 FR0707  ___________________________________________________________________
 FR0707* NAD 83(1986)-  35 27 30.     (N)    113 37 04.     (W)     SCALED    
 FR0707* NAVD 88     -      1294.685  (meters)    4247.65   (feet)  ADJUSTED  
 FR0707  ___________________________________________________________________
 FR0707  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FR0707  DYNAMIC HT  -        1293.095 (meters)    4242.43  (feet)  COMP
 FR0707  MODELED GRAV-     979,360.9   (mgal)                       NAVD 88
 FR0707
 FR0707  VERT ORDER  -  FIRST     CLASS II
 FR0707
 FR0707.The horizontal coordinates were scaled from a topographic map and have
 FR0707.an estimated accuracy of +/- 6 seconds.
 FR0707
 FR0707.The orthometric height was determined by differential leveling
 FR0707.and adjusted by the National Geodetic Survey in June 1991..
 FR0707
 FR0707.The geoid height was determined by GEOID03.
 FR0707
 FR0707.The dynamic height is computed by dividing the NAVD 88
 FR0707.geopotential number by the normal gravity value computed on the
 FR0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0707.degrees latitude (g = 980.6199 gals.).
 FR0707
 FR0707.The modeled gravity was interpolated from observed gravity values.
 FR0707
 FR0707;                    North         East    Units  Estimated Accuracy
 FR0707;SPC AZ W     -   494,440.      225,360.      MT  (+/- 180 meters Scaled)
 FR0707
 FR0707                          SUPERSEDED SURVEY CONTROL
 FR0707
 FR0707.No superseded survey control is available for this station.
 FR0707
 FR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE624270(NAD 83)
 FR0707_MARKER: DB = BENCH MARK DISK
 FR0707_SETTING: 66 = SET IN ROCK OUTCROP
 FR0707_SP_SET: ROCK OUTCROP
 FR0707_STAMPING: G 487 1982
 FR0707_MARK LOGO: NGS   
 FR0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0707+STABILITY: POSITION/ELEVATION WELL
 FR0707
 FR0707  HISTORY     - Date     Condition        Report By
 FR0707  HISTORY     - 1982     MONUMENTED       NGS
 FR0707
 FR0707                          STATION DESCRIPTION
 FR0707
 FR0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0707'19.9 KM (12.4 MI) SW FROM PEACH SPRINGS.
 FR0707'19.9 KM (12.4 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0707'OFFICE AT PEACH SPRINGS, 0.3 KM (0.2 MILE) NORTHEAST OF HIGHWAY MILE
 FR0707'POST 91, 14.0 METERS (46.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 FR0707'HIGHWAY, 15.0 METERS (49.0 FEET) NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 FR0707'10.0 METERS (33.0 FEET) WEST OF A SMALL MESQUITE TREE, 2.0 METERS (7.0
 FR0707'FEET) NORTHEAST OF THE SOUTHWEST END OF THE CUT, IN TOP OF A 4 BY 6
 FR0707'FOOT FLAT EXPOSED PORTION OF SANDSTONE OUTCROP AT THE SOUTHWEST END OF
 FR0707'A SOUTHEAST HIGHWAY CUT.
 FR0707'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0707'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0734 ***********************************************************************
 FR0734  DESIGNATION -  G 488
 FR0734  PID         -  FR0734
 FR0734  STATE/COUNTY-  AZ/COCONINO
 FR0734  USGS QUAD   -  NELSON (1967)
 FR0734
 FR0734                         *CURRENT SURVEY CONTROL
 FR0734  ___________________________________________________________________
 FR0734* NAD 83(1986)-  35 32 07.     (N)    113 15 04.     (W)     SCALED    
 FR0734* NAVD 88     -      1660.507  (meters)    5447.85   (feet)  ADJUSTED  
 FR0734  ___________________________________________________________________
 FR0734  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FR0734  DYNAMIC HT  -        1658.353 (meters)    5440.78  (feet)  COMP
 FR0734  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 FR0734
 FR0734  VERT ORDER  -  FIRST     CLASS II
 FR0734
 FR0734.The horizontal coordinates were scaled from a topographic map and have
 FR0734.an estimated accuracy of +/- 6 seconds.
 FR0734
 FR0734.The orthometric height was determined by differential leveling
 FR0734.and adjusted by the National Geodetic Survey in June 1991..
 FR0734
 FR0734.The geoid height was determined by GEOID03.
 FR0734
 FR0734.The dynamic height is computed by dividing the NAVD 88
 FR0734.geopotential number by the normal gravity value computed on the
 FR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0734.degrees latitude (g = 980.6199 gals.).
 FR0734
 FR0734.The modeled gravity was interpolated from observed gravity values.
 FR0734
 FR0734;                    North         East    Units  Estimated Accuracy
 FR0734;SPC AZ C     -   503,770.       92,350.      MT  (+/- 180 meters Scaled)
 FR0734
 FR0734                          SUPERSEDED SURVEY CONTROL
 FR0734
 FR0734.No superseded survey control is available for this station.
 FR0734
 FR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE959347(NAD 83)
 FR0734_MARKER: DB = BENCH MARK DISK
 FR0734_SETTING: 66 = SET IN ROCK OUTCROP
 FR0734_SP_SET: ROCK OUTCROP
 FR0734_STAMPING: G 488 1982
 FR0734_MARK LOGO: NGS   
 FR0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0734+STABILITY: POSITION/ELEVATION WELL
 FR0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0734+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0734
 FR0734  HISTORY     - Date     Condition        Report By
 FR0734  HISTORY     - 1982     MONUMENTED       NGS
 FR0734  HISTORY     - 20060422 GOOD             NGS
 FR0734
 FR0734                          STATION DESCRIPTION
 FR0734
 FR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0734'20.3 KM (12.6 MI) EAST FROM PEACH SPRINGS.
 FR0734'20.3 KM (12.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0734'PEACH SPRINGS, IN TOP OF AN OUTCROP LEDGE IN A LOW HIGHWAY CUT
 FR0734'PROJECTING 3 FEET ABOVE THE GROUND, 57.9 METERS (190 FT) WEST OF
 FR0734'MILEPOST 114, 13.4 METERS (44 FT) SOUTH OF THE CENTERLINE OF THE
 FR0734'HIGHWAY, 15.2 METERS (50 FT) NORTH OF A FENCE, 9.1 METERS (30 FT)
 FR0734'NORTH OF A LARGE FORKED JUNIPER TREE.
 FR0734'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FR0734'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0734
 FR0734                          STATION RECOVERY (2006)
 FR0734
 FR0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0734'US 66 IS NOW AZ 66 AND HISTORIC US 66.  WITNESS SIGN REPLACED AT THIS
 FR0734'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0769 ***********************************************************************
 FR0769  DESIGNATION -  G 489
 FR0769  PID         -  FR0769
 FR0769  STATE/COUNTY-  AZ/COCONINO
 FR0769  USGS QUAD   -  ASH FORK (1979)
 FR0769
 FR0769                         *CURRENT SURVEY CONTROL
 FR0769  ___________________________________________________________________
 FR0769* NAD 83(1986)-  35 12 57.     (N)    112 24 04.     (W)     SCALED    
 FR0769* NAVD 88     -      1677.717  (meters)    5504.31   (feet)  ADJUSTED  
 FR0769  ___________________________________________________________________
 FR0769  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 FR0769  DYNAMIC HT  -        1675.462 (meters)    5496.91  (feet)  COMP
 FR0769  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 FR0769
 FR0769  VERT ORDER  -  FIRST     CLASS II
 FR0769
 FR0769.The horizontal coordinates were scaled from a topographic map and have
 FR0769.an estimated accuracy of +/- 6 seconds.
 FR0769
 FR0769.The orthometric height was determined by differential leveling
 FR0769.and adjusted by the National Geodetic Survey in June 1991..
 FR0769
 FR0769.The geoid height was determined by GEOID03.
 FR0769
 FR0769.The dynamic height is computed by dividing the NAVD 88
 FR0769.geopotential number by the normal gravity value computed on the
 FR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0769.degrees latitude (g = 980.6199 gals.).
 FR0769
 FR0769.The modeled gravity was interpolated from observed gravity values.
 FR0769
 FR0769;                    North         East    Units  Estimated Accuracy
 FR0769;SPC AZ C     -   467,620.      169,260.      MT  (+/- 180 meters Scaled)
 FR0769
 FR0769                          SUPERSEDED SURVEY CONTROL
 FR0769
 FR0769.No superseded survey control is available for this station.
 FR0769
 FR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD724978(NAD 83)
 FR0769_MARKER: DB = BENCH MARK DISK
 FR0769_SETTING: 66 = SET IN ROCK OUTCROP
 FR0769_SP_SET: ROCK OUTCROP
 FR0769_STAMPING: G 489 1982
 FR0769_MARK LOGO: NGS   
 FR0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0769+STABILITY: POSITION/ELEVATION WELL
 FR0769
 FR0769  HISTORY     - Date     Condition        Report By
 FR0769  HISTORY     - 1982     MONUMENTED       NGS
 FR0769
 FR0769                          STATION DESCRIPTION
 FR0769
 FR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0769'7.1 KM (4.4 MI) EAST FROM ASH FORK.
 FR0769'7.1 KM (4.4 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0769'US HIGHWAY 89 IN ASH FORK, 0.7 KM (0.45 MI) EAST OF MILEPOST 150, 0.2
 FR0769'KM (0.1 MI) SOUTHWEST OF A HIGHWAY FILL, IN TOP OF A MASSIVE VOLCANIC
 FR0769'OUTCROP PROJECTING 1 FOOT FROM THE SOUTHWEST END OF A SHORT CUT ON THE
 FR0769'SOUTHEAST SIDE OF THE HIGHWAY, ACROSS THE HIGHWAY FROM THE APPROXIMATE
 FR0769'CENTER OF A LONG ROCK CUT, 14.9 METERS (49 FT) SOUTHEAST OF THE
 FR0769'CENTERLINE OF THE EAST BOUND LANES, 22.8 METERS (75 FT) NORTHEAST OF
 FR0769'THE SOUTHWEST END OF THE CUT, 12.1 METERS (40 FT) NORTHWEST OF A
 FR0769'FENCE.
 FR0769'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0068 ***********************************************************************
 GP0068  DESIGNATION -  G 49
 GP0068  PID         -  GP0068
 GP0068  STATE/COUNTY-  AZ/NAVAJO
 GP0068  USGS QUAD   -  SHONTO SE (1982)
 GP0068
 GP0068                         *CURRENT SURVEY CONTROL
 GP0068  ___________________________________________________________________
 GP0068* NAD 83(1986)-  36 31 33.     (N)    110 34 50.     (W)     SCALED    
 GP0068* NAVD 88     -      1968.403  (meters)    6458.00   (feet)  ADJUSTED  
 GP0068  ___________________________________________________________________
 GP0068  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GP0068  DYNAMIC HT  -        1965.894 (meters)    6449.77  (feet)  COMP
 GP0068  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 GP0068
 GP0068  VERT ORDER  -  FIRST     CLASS II
 GP0068
 GP0068.The horizontal coordinates were scaled from a topographic map and have
 GP0068.an estimated accuracy of +/- 6 seconds.
 GP0068
 GP0068.The orthometric height was determined by differential leveling
 GP0068.and adjusted by the National Geodetic Survey in June 1991..
 GP0068
 GP0068.The geoid height was determined by GEOID03.
 GP0068
 GP0068.The dynamic height is computed by dividing the NAVD 88
 GP0068.geopotential number by the normal gravity value computed on the
 GP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0068.degrees latitude (g = 980.6199 gals.).
 GP0068
 GP0068.The modeled gravity was interpolated from observed gravity values.
 GP0068
 GP0068;                    North         East    Units  Estimated Accuracy
 GP0068;SPC AZ E     -   612,940.      176,300.      MT  (+/- 180 meters Scaled)
 GP0068
 GP0068                          SUPERSEDED SURVEY CONTROL
 GP0068
 GP0068  NGVD 29 (??/??/92) 1967.355  (m)         6454.56   (f) ADJ UNCH    1 2
 GP0068
 GP0068.Superseded values are not recommended for survey control.
 GP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0068.See file dsdata.txt to determine how the superseded data were derived.
 GP0068
 GP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF375423(NAD 83)
 GP0068_MARKER: DB = BENCH MARK DISK
 GP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0068_STAMPING: G 49 1934
 GP0068_MARK LOGO: CGS   
 GP0068_PROJECTION: PROJECTING 20 CENTIMETERS
 GP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0068+STABILITY: SURFACE MOTION
 GP0068
 GP0068  HISTORY     - Date     Condition        Report By
 GP0068  HISTORY     - 1934     MONUMENTED       CGS
 GP0068  HISTORY     - 1983     GOOD             NGS
 GP0068
 GP0068                          STATION DESCRIPTION
 GP0068
 GP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0068'25.3 MI SW FROM KAYENTA.
 GP0068'25.3 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0068'COUNTY, 0.3 MILE SOUTHWEST OF A WOODEN-BOX CULVERT, IN LINE WITH A ROW
 GP0068'OF POLES CROSSING THE ROAD, AND 41 FEET NORTHWEST OF THE CENTERLINE OF
 GP0068'THE ROAD.  A STANDARD DISK, STAMPED G 49 1934 AND SET IN THE TOP OF A
 GP0068'CONCRETE POST.
 GP0068
 GP0068                          STATION RECOVERY (1983)
 GP0068
 GP0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.6 KM
 GP0068'(23.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0068'U.S. HIGHWAY 163 IN KAYENTA, 1.1 KM (0.7 MI) SOUTHWEST OF A DIRT ROAD
 GP0068'CROSSING, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 369, 159.1 METERS
 GP0068'(522.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.6 METERS
 GP0068'(152.9 FT) NORTHWEST OF A FENCE, AND 17.4 METERS (57.1 FT) SOUTH OF
 GP0068'THE CENTER OF A FIELD ROAD.
 GP0068'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0068'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0379 ***********************************************************************
 FQ0379  DESIGNATION -  G 490
 FQ0379  PID         -  FQ0379
 FQ0379  STATE/COUNTY-  AZ/COCONINO
 FQ0379  USGS QUAD   -  PARKS (1974)
 FQ0379
 FQ0379                         *CURRENT SURVEY CONTROL
 FQ0379  ___________________________________________________________________
 FQ0379* NAD 83(1986)-  35 15 11.     (N)    111 54 46.     (W)     SCALED    
 FQ0379* NAVD 88     -      2191.797  (meters)    7190.92   (feet)  ADJUSTED  
 FQ0379  ___________________________________________________________________
 FQ0379  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0379  DYNAMIC HT  -        2188.670 (meters)    7180.66  (feet)  COMP
 FQ0379  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 FQ0379
 FQ0379  VERT ORDER  -  FIRST     CLASS II
 FQ0379
 FQ0379.The horizontal coordinates were scaled from a topographic map and have
 FQ0379.an estimated accuracy of +/- 6 seconds.
 FQ0379
 FQ0379.The orthometric height was determined by differential leveling
 FQ0379.and adjusted by the National Geodetic Survey in June 1991..
 FQ0379
 FQ0379.The geoid height was determined by GEOID03.
 FQ0379
 FQ0379.The dynamic height is computed by dividing the NAVD 88
 FQ0379.geopotential number by the normal gravity value computed on the
 FQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0379.degrees latitude (g = 980.6199 gals.).
 FQ0379
 FQ0379.The modeled gravity was interpolated from observed gravity values.
 FQ0379
 FQ0379;                    North         East    Units  Estimated Accuracy
 FQ0379;SPC AZ C     -   471,650.      213,710.      MT  (+/- 180 meters Scaled)
 FQ0379
 FQ0379                          SUPERSEDED SURVEY CONTROL
 FQ0379
 FQ0379.No superseded survey control is available for this station.
 FQ0379
 FQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE169014(NAD 83)
 FQ0379_MARKER: DB = BENCH MARK DISK
 FQ0379_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0379_SP_SET: ROCK OUTCROP
 FQ0379_STAMPING: G 490 1982
 FQ0379_MARK LOGO: NGS   
 FQ0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0379+STABILITY: POSITION/ELEVATION WELL
 FQ0379
 FQ0379  HISTORY     - Date     Condition        Report By
 FQ0379  HISTORY     - 1982     MONUMENTED       NGS
 FQ0379
 FQ0379                          STATION DESCRIPTION
 FQ0379
 FQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0379'25.9 KM (16.1 MI) WEST FROM FLAGSTAFF.
 FQ0379'25.9 KM (16.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0379'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 4 BY 8 FOOT
 FQ0379'VOLCANIC OUTCROP PROJECTING 8-INCHES ABOVE THE GROUND AND FLUSH WITH
 FQ0379'THE TOP OF A LOW CUT, 0.4 KM (0.25 MI) WEST OF MILEPOST 180, 14.6
 FQ0379'METERS (48 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 FQ0379'LANES, 19.2 METERS (63 FT) NORTH OF A 24-INCH PINE TREE IN THE RIGHT
 FQ0379'OF WAY FENCE, 29.2 METERS (96 FT) EAST OF A 18-INCH PONDAROSA TREE.
 FQ0379'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0403 ***********************************************************************
 FQ0403  DESIGNATION -  G 491
 FQ0403  PID         -  FQ0403
 FQ0403  STATE/COUNTY-  AZ/COCONINO
 FQ0403  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0403
 FQ0403                         *CURRENT SURVEY CONTROL
 FQ0403  ___________________________________________________________________
 FQ0403* NAD 83(1986)-  35 01 46.     (N)    111 44 14.     (W)     SCALED    
 FQ0403* NAVD 88     -      1929.131  (meters)    6329.16   (feet)  ADJUSTED  
 FQ0403  ___________________________________________________________________
 FQ0403  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0403  DYNAMIC HT  -        1926.443 (meters)    6320.34  (feet)  COMP
 FQ0403  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 FQ0403
 FQ0403  VERT ORDER  -  FIRST     CLASS II
 FQ0403
 FQ0403.The horizontal coordinates were scaled from a topographic map and have
 FQ0403.an estimated accuracy of +/- 6 seconds.
 FQ0403
 FQ0403.The orthometric height was determined by differential leveling
 FQ0403.and adjusted by the National Geodetic Survey in June 1991..
 FQ0403
 FQ0403.The geoid height was determined by GEOID03.
 FQ0403
 FQ0403.The dynamic height is computed by dividing the NAVD 88
 FQ0403.geopotential number by the normal gravity value computed on the
 FQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0403.degrees latitude (g = 980.6199 gals.).
 FQ0403
 FQ0403.The modeled gravity was interpolated from observed gravity values.
 FQ0403
 FQ0403;                    North         East    Units  Estimated Accuracy
 FQ0403;SPC AZ C     -   446,860.      229,730.      MT  (+/- 180 meters Scaled)
 FQ0403
 FQ0403                          SUPERSEDED SURVEY CONTROL
 FQ0403
 FQ0403.No superseded survey control is available for this station.
 FQ0403
 FQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327765(NAD 83)
 FQ0403_MARKER: DB = BENCH MARK DISK
 FQ0403_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0403_SP_SET: ROCK OUTCROP
 FQ0403_STAMPING: G 491 1982
 FQ0403_MARK LOGO: NGS   
 FQ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0403+STABILITY: POSITION/ELEVATION WELL
 FQ0403
 FQ0403  HISTORY     - Date     Condition        Report By
 FQ0403  HISTORY     - 1982     MONUMENTED       NGS
 FQ0403
 FQ0403                          STATION DESCRIPTION
 FQ0403
 FQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0403'19.0 KM (11.8 MI) SW FROM FLAGSTAFF.
 FQ0403'19.0 KM (11.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0403'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A
 FQ0403'MASSIVE PORTION OF OUTCROP, 10.9 METERS (36.0 FT) NORTH OF THE HIGHWAY
 FQ0403'CENTERLINE, 28.0 METERS (92.0 FT) WEST OF A 24 INCH CORRUGATED METAL
 FQ0403'PIPE CULVERT, 8.5 METERS (28.0 FT) WEST OF A NO PASSING SIGN, 25.9
 FQ0403'METERS (85.0 FT) NORTH OF THE EAST END OF A METAL RETAINING WALL.
 FQ0403'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0403'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0457 ***********************************************************************
 FQ0457  DESIGNATION -  G 492
 FQ0457  PID         -  FQ0457
 FQ0457  STATE/COUNTY-  AZ/COCONINO
 FQ0457  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0457
 FQ0457                         *CURRENT SURVEY CONTROL
 FQ0457  ___________________________________________________________________
 FQ0457* NAD 83(1986)-  35 13 41.     (N)    111 34 48.     (W)     SCALED    
 FQ0457* NAVD 88     -      2091.213  (meters)    6860.92   (feet)  ADJUSTED  
 FQ0457  ___________________________________________________________________
 FQ0457  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0457  DYNAMIC HT  -        2088.218 (meters)    6851.10  (feet)  COMP
 FQ0457  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 FQ0457
 FQ0457  VERT ORDER  -  FIRST     CLASS II
 FQ0457
 FQ0457.The horizontal coordinates were scaled from a topographic map and have
 FQ0457.an estimated accuracy of +/- 6 seconds.
 FQ0457
 FQ0457.The orthometric height was determined by differential leveling
 FQ0457.and adjusted by the National Geodetic Survey in June 1991..
 FQ0457
 FQ0457.The geoid height was determined by GEOID03.
 FQ0457
 FQ0457.The dynamic height is computed by dividing the NAVD 88
 FQ0457.geopotential number by the normal gravity value computed on the
 FQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0457.degrees latitude (g = 980.6199 gals.).
 FQ0457
 FQ0457.The modeled gravity was interpolated from observed gravity values.
 FQ0457
 FQ0457;                    North         East    Units  Estimated Accuracy
 FQ0457;SPC AZ C     -   468,930.      244,010.      MT  (+/- 180 meters Scaled)
 FQ0457
 FQ0457                          SUPERSEDED SURVEY CONTROL
 FQ0457
 FQ0457.No superseded survey control is available for this station.
 FQ0457
 FQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD472984(NAD 83)
 FQ0457_MARKER: I = METAL ROD
 FQ0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0457_SP_SET: STAINLESS STEEL ROD
 FQ0457_STAMPING: G 492 1982
 FQ0457_MARK LOGO: NGS   
 FQ0457_PROJECTION: FLUSH
 FQ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0457_ROD/PIPE-DEPTH: 6.0  meters
 FQ0457
 FQ0457  HISTORY     - Date     Condition        Report By
 FQ0457  HISTORY     - 1982     MONUMENTED       NGS
 FQ0457
 FQ0457                          STATION DESCRIPTION
 FQ0457
 FQ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0457'11.3 KM (7.0 MI) NORTH FROM FLAGSTAFF.
 FQ0457'11.3 KM (7.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0457'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE ELDER WORK CENTER
 FQ0457'ROAD LEADING NORTHWEST, ACROSS THE HIGHWAY FROM MCDONALDS BURGER
 FQ0457'STAND, 48.7 METERS (160 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 FQ0457'CENTERLINE, 14.6 METERS (48 FT) NORTHWEST OF A FENCE CORNER, 13.7
 FQ0457'METERS (45 FT) NORTHEAST OF A ROAD CENTER LEADING NORTHWEST, 0.6 METER
 FQ0457'(2 FT) SOUTHWEST OF A FENCE.
 FQ0457'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FQ0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0663 ***********************************************************************
 ES0663  DESIGNATION -  G 493
 ES0663  PID         -  ES0663
 ES0663  STATE/COUNTY-  AZ/YAVAPAI
 ES0663  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0663
 ES0663                         *CURRENT SURVEY CONTROL
 ES0663  ___________________________________________________________________
 ES0663* NAD 83(1986)-  34 47 32.     (N)    111 55 03.     (W)     SCALED    
 ES0663* NAVD 88     -      1145.385  (meters)    3757.82   (feet)  ADJUSTED  
 ES0663  ___________________________________________________________________
 ES0663  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 ES0663  DYNAMIC HT  -        1143.934 (meters)    3753.06  (feet)  COMP
 ES0663  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 ES0663
 ES0663  VERT ORDER  -  FIRST     CLASS II
 ES0663
 ES0663.The horizontal coordinates were scaled from a topographic map and have
 ES0663.an estimated accuracy of +/- 6 seconds.
 ES0663
 ES0663.The orthometric height was determined by differential leveling
 ES0663.and adjusted by the National Geodetic Survey in June 1991..
 ES0663
 ES0663.The geoid height was determined by GEOID03.
 ES0663
 ES0663.The dynamic height is computed by dividing the NAVD 88
 ES0663.geopotential number by the normal gravity value computed on the
 ES0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0663.degrees latitude (g = 980.6199 gals.).
 ES0663
 ES0663.The modeled gravity was interpolated from observed gravity values.
 ES0663
 ES0663;                    North         East    Units  Estimated Accuracy
 ES0663;SPC AZ C     -   420,530.      213,280.      MT  (+/- 180 meters Scaled)
 ES0663
 ES0663                          SUPERSEDED SURVEY CONTROL
 ES0663
 ES0663.No superseded survey control is available for this station.
 ES0663
 ES0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD160503(NAD 83)
 ES0663_MARKER: DB = BENCH MARK DISK
 ES0663_SETTING: 66 = SET IN ROCK OUTCROP
 ES0663_SP_SET: ROCK OUTCROP
 ES0663_STAMPING: G 493 1982
 ES0663_MARK LOGO: NGS   
 ES0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0663
 ES0663  HISTORY     - Date     Condition        Report By
 ES0663  HISTORY     - 1982     MONUMENTED       NGS
 ES0663
 ES0663                          STATION DESCRIPTION
 ES0663
 ES0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0663'18.2 KM (11.3 MI) SW FROM SEDONA.
 ES0663'18.2 KM (11.3 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0663'POST OFFICE IN SEDONA, 11.4 KM (7.1 MI) NORTHEAST ALONG US HIGHWAY 89
 ES0663'ALTERNATE FROM THE JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP
 ES0663'OF A SMALL PORTION OF VOLCANIC OUTCROP PROJECTING 0.6 OF AN INCH, 0.2
 ES0663'KM (0.1 MI) SOUTHWEST OF THE T JUNCTION OF PAGE SPRINGS ROAD LEADING
 ES0663'SOUTHEAST, 18.3 METERS (60 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 ES0663'2.1 METERS (7 FT) NORTHWEST OF A FENCE.
 ES0663'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 ES0663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0686 ***********************************************************************
 ES0686  DESIGNATION -  G 494
 ES0686  PID         -  ES0686
 ES0686  STATE/COUNTY-  AZ/YAVAPAI
 ES0686  USGS QUAD   -  CAMP VERDE (1969)
 ES0686
 ES0686                         *CURRENT SURVEY CONTROL
 ES0686  ___________________________________________________________________
 ES0686* NAD 83(1986)-  34 32 28.     (N)    111 49 26.     (W)     SCALED    
 ES0686* NAVD 88     -       958.104  (meters)    3143.38   (feet)  ADJUSTED  
 ES0686  ___________________________________________________________________
 ES0686  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 ES0686  DYNAMIC HT  -         956.908 (meters)    3139.46  (feet)  COMP
 ES0686  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 ES0686
 ES0686  VERT ORDER  -  FIRST     CLASS II
 ES0686
 ES0686.The horizontal coordinates were scaled from a topographic map and have
 ES0686.an estimated accuracy of +/- 6 seconds.
 ES0686
 ES0686.The orthometric height was determined by differential leveling
 ES0686.and adjusted by the National Geodetic Survey in June 1991..
 ES0686
 ES0686.The geoid height was determined by GEOID03.
 ES0686
 ES0686.The dynamic height is computed by dividing the NAVD 88
 ES0686.geopotential number by the normal gravity value computed on the
 ES0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0686.degrees latitude (g = 980.6199 gals.).
 ES0686
 ES0686.The modeled gravity was interpolated from observed gravity values.
 ES0686
 ES0686;                    North         East    Units  Estimated Accuracy
 ES0686;SPC AZ C     -   392,680.      221,880.      MT  (+/- 180 meters Scaled)
 ES0686
 ES0686                          SUPERSEDED SURVEY CONTROL
 ES0686
 ES0686.No superseded survey control is available for this station.
 ES0686
 ES0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD244224(NAD 83)
 ES0686_MARKER: I = METAL ROD
 ES0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0686_SP_SET: STAINLESS STEEL ROD
 ES0686_STAMPING: G 494 1982
 ES0686_MARK LOGO: NGS   
 ES0686_PROJECTION: FLUSH
 ES0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0686_ROD/PIPE-DEPTH: 13.4 meters
 ES0686
 ES0686  HISTORY     - Date     Condition        Report By
 ES0686  HISTORY     - 1982     MONUMENTED       NGS
 ES0686
 ES0686                          STATION DESCRIPTION
 ES0686
 ES0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0686'4.7 KM (2.9 MI) SE FROM CAMP VERDE.
 ES0686'4.7 KM (2.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0686'OFFICE IN CAMP VERDE, AT THE T JUNCTION OF A DIRT ROAD LEADING
 ES0686'SOUTHWEST TO CLEAR CREEK CEMETERY, 19.1 METERS (63 FT) NORTHEAST OF
 ES0686'THE HIGHWAY CENTERLINE, 12.0 METERS (39 FT) SOUTHEAST OF THE EXTENDED
 ES0686'CENTER OF A GRAVEL ROAD, 4.3 METERS (14 FT) SOUTHEAST OF THE SOUTHEAST
 ES0686'END OF A CHAIN LINK FENCE, 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF
 ES0686'WAY FENCE.
 ES0686'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0686'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0720 ***********************************************************************
 ES0720  DESIGNATION -  G 495
 ES0720  PID         -  ES0720
 ES0720  STATE/COUNTY-  AZ/GILA
 ES0720  USGS QUAD   -  STRAWBERRY (1967)
 ES0720
 ES0720                         *CURRENT SURVEY CONTROL
 ES0720  ___________________________________________________________________
 ES0720* NAD 83(1986)-  34 24 21.     (N)    111 33 49.     (W)     SCALED    
 ES0720* NAVD 88     -      1750.018  (meters)    5741.52   (feet)  ADJUSTED  
 ES0720  ___________________________________________________________________
 ES0720  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 ES0720  DYNAMIC HT  -        1747.563 (meters)    5733.46  (feet)  COMP
 ES0720  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 ES0720
 ES0720  VERT ORDER  -  FIRST     CLASS II
 ES0720
 ES0720.The horizontal coordinates were scaled from a topographic map and have
 ES0720.an estimated accuracy of +/- 6 seconds.
 ES0720
 ES0720.The orthometric height was determined by differential leveling
 ES0720.and adjusted by the National Geodetic Survey in June 1991..
 ES0720
 ES0720.The geoid height was determined by GEOID03.
 ES0720
 ES0720.The dynamic height is computed by dividing the NAVD 88
 ES0720.geopotential number by the normal gravity value computed on the
 ES0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0720.degrees latitude (g = 980.6199 gals.).
 ES0720
 ES0720.The modeled gravity was interpolated from observed gravity values.
 ES0720
 ES0720;                    North         East    Units  Estimated Accuracy
 ES0720;SPC AZ E     -   378,550.       84,930.      MT  (+/- 180 meters Scaled)
 ES0720
 ES0720                          SUPERSEDED SURVEY CONTROL
 ES0720
 ES0720.No superseded survey control is available for this station.
 ES0720
 ES0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD482072(NAD 83)
 ES0720_MARKER: DB = BENCH MARK DISK
 ES0720_SETTING: 66 = SET IN ROCK OUTCROP
 ES0720_SP_SET: ROCK OUTCROP
 ES0720_STAMPING: G 495 1982
 ES0720_MARK LOGO: NGS   
 ES0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0720+STABILITY: POSITION/ELEVATION WELL
 ES0720
 ES0720  HISTORY     - Date     Condition        Report By
 ES0720  HISTORY     - 1982     MONUMENTED       NGS
 ES0720  HISTORY     - 20040912 GOOD             USPSQD
 ES0720
 ES0720                          STATION DESCRIPTION
 ES0720
 ES0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0720'12.1 KM (7.5 MI) NW FROM PINE.
 ES0720'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0720'IN PINE, THENCE 7.2 KM (4.5 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0720'OF A PORTION OF OUTCROP AT THE SUMMIT OF FOSSIL CREEK HILL AND ON THE
 ES0720'INSIDE OF A CURVE, 0.3 KM (0.2 MI) NORTHEAST OF A TRACK ROAD LEADING
 ES0720'NORTHWEST TO A GRAVEL PIT, 7.0 METERS (23 FT) SOUTH OF THE ROAD
 ES0720'CENTERLINE.
 ES0720'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0720'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0720
 ES0720                          STATION RECOVERY (2004)
 ES0720
 ES0720'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0733 ***********************************************************************
 ES0733  DESIGNATION -  G 496
 ES0733  PID         -  ES0733
 ES0733  STATE/COUNTY-  AZ/GILA
 ES0733  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0733
 ES0733                         *CURRENT SURVEY CONTROL
 ES0733  ___________________________________________________________________
 ES0733* NAD 83(1986)-  34 20 43.     (N)    111 25 34.     (W)     SCALED    
 ES0733* NAVD 88     -      1685.429  (meters)    5529.61   (feet)  ADJUSTED  
 ES0733  ___________________________________________________________________
 ES0733  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 ES0733  DYNAMIC HT  -        1683.076 (meters)    5521.89  (feet)  COMP
 ES0733  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 ES0733  OBS GRAVITY -     979,180.2   (mgal)                       GRAV_OBS
 ES0733
 ES0733  VERT ORDER  -  FIRST     CLASS II
 ES0733
 ES0733.The horizontal coordinates were scaled from a topographic map and have
 ES0733.an estimated accuracy of +/- 6 seconds.
 ES0733
 ES0733.The orthometric height was determined by differential leveling
 ES0733.and adjusted by the National Geodetic Survey in June 1991..
 ES0733
 ES0733.The geoid height was determined by GEOID03.
 ES0733
 ES0733.The dynamic height is computed by dividing the NAVD 88
 ES0733.geopotential number by the normal gravity value computed on the
 ES0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0733.degrees latitude (g = 980.6199 gals.).
 ES0733
 ES0733.The modeled gravity was interpolated from observed gravity values.
 ES0733.The observed gravity was obtained from relative gravimeter ties
 ES0733.to the IGSN71 gravity network.
 ES0733
 ES0733;                    North         East    Units  Estimated Accuracy
 ES0733;SPC AZ E     -   371,670.       97,490.      MT  (+/- 180 meters Scaled)
 ES0733
 ES0733                          SUPERSEDED SURVEY CONTROL
 ES0733
 ES0733.No superseded survey control is available for this station.
 ES0733
 ES0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608005(NAD 83)
 ES0733_MARKER: DB = BENCH MARK DISK
 ES0733_SETTING: 66 = SET IN ROCK OUTCROP
 ES0733_SP_SET: ROCK OUTCROP
 ES0733_STAMPING: G 496 1982
 ES0733_MARK LOGO: NGS   
 ES0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0733+STABILITY: POSITION/ELEVATION WELL
 ES0733
 ES0733  HISTORY     - Date     Condition        Report By
 ES0733  HISTORY     - 1982     MONUMENTED       NGS
 ES0733  HISTORY     - 19980819 GOOD             USPSQD
 ES0733
 ES0733                          STATION DESCRIPTION
 ES0733
 ES0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0733'5.6 KM (3.5 MI) SE FROM PINE.
 ES0733'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0733'IN PINE, IN TOP OF A MASSIVE PORTION OF OUTCROP BETWEEN THE OLD
 ES0733'HIGHWAY AND THE NEW HIGHWAY, 8.2 METERS (27 FT) EAST OF THE CENTERLINE
 ES0733'OF STATE HIGHWAY 87, 7.3 METERS (24 FT) WEST OF THE CENTER OF THE OLD
 ES0733'HIGHWAY, 105.1 METERS (345 FT) NORTH OF MILEPOST 264.
 ES0733'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0733'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 87.
 ES0733
 ES0733                          STATION RECOVERY (1998)
 ES0733
 ES0733'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0759 ***********************************************************************
 ES0759  DESIGNATION -  G 497
 ES0759  PID         -  ES0759
 ES0759  STATE/COUNTY-  AZ/GILA
 ES0759  USGS QUAD   -  GISELA (1972)
 ES0759
 ES0759                         *CURRENT SURVEY CONTROL
 ES0759  ___________________________________________________________________
 ES0759* NAD 83(1986)-  34 02 08.     (N)    111 18 06.     (W)     SCALED    
 ES0759* NAVD 88     -       887.384  (meters)    2911.36   (feet)  ADJUSTED  
 ES0759  ___________________________________________________________________
 ES0759  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ES0759  DYNAMIC HT  -         886.259 (meters)    2907.67  (feet)  COMP
 ES0759  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 ES0759
 ES0759  VERT ORDER  -  FIRST     CLASS II
 ES0759
 ES0759.The horizontal coordinates were scaled from a topographic map and have
 ES0759.an estimated accuracy of +/- 6 seconds.
 ES0759
 ES0759.The orthometric height was determined by differential leveling
 ES0759.and adjusted by the National Geodetic Survey in June 1991..
 ES0759
 ES0759.The geoid height was determined by GEOID03.
 ES0759
 ES0759.The dynamic height is computed by dividing the NAVD 88
 ES0759.geopotential number by the normal gravity value computed on the
 ES0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0759.degrees latitude (g = 980.6199 gals.).
 ES0759
 ES0759.The modeled gravity was interpolated from observed gravity values.
 ES0759
 ES0759;                    North         East    Units  Estimated Accuracy
 ES0759;SPC AZ E     -   337,180.      108,560.      MT  (+/- 180 meters Scaled)
 ES0759
 ES0759                          SUPERSEDED SURVEY CONTROL
 ES0759
 ES0759.No superseded survey control is available for this station.
 ES0759
 ES0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC721661(NAD 83)
 ES0759_MARKER: DB = BENCH MARK DISK
 ES0759_SETTING: 66 = SET IN ROCK OUTCROP
 ES0759_SP_SET: ROCK OUTCROP
 ES0759_STAMPING: G 497 1982
 ES0759_MARK LOGO: NGS   
 ES0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0759+STABILITY: POSITION/ELEVATION WELL
 ES0759
 ES0759  HISTORY     - Date     Condition        Report By
 ES0759  HISTORY     - 1982     MONUMENTED       NGS
 ES0759
 ES0759                          STATION DESCRIPTION
 ES0759
 ES0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0759'21.1 KM (13.1 MI) NORTH FROM PUNKIN CENTER.
 ES0759'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0759'IN PUNKIN CENTER, THENCE 3.9 KM (2.4 MI) NORTHEAST ALONG RYE CREEK
 ES0759'ROAD, IN TOP OF A LEDGE OF OUTCROP PROJECTING FROM A LOW ROCKY CUT,
 ES0759'0.6 KM (0.4 MI) SOUTH OF THE STEEL BRIDGE OVER RYE CREEK, 0.2 KM (0.1
 ES0759'MI) SOUTH OF A HAIRPIN CURVE, 4.3 METERS (14 FT) WEST OF THE ROAD
 ES0759'CENTERLINE.
 ES0759'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 ES0759'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1632 ***********************************************************************
 DU1632  DESIGNATION -  G 498
 DU1632  PID         -  DU1632
 DU1632  STATE/COUNTY-  AZ/GILA
 DU1632  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1632
 DU1632                         *CURRENT SURVEY CONTROL
 DU1632  ___________________________________________________________________
 DU1632* NAD 83(1986)-  33 43 00.     (N)    111 12 16.     (W)     SCALED    
 DU1632* NAVD 88     -       672.973  (meters)    2207.91   (feet)  ADJUSTED  
 DU1632  ___________________________________________________________________
 DU1632  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1632  DYNAMIC HT  -         672.117 (meters)    2205.10  (feet)  COMP
 DU1632  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 DU1632
 DU1632  VERT ORDER  -  FIRST     CLASS II
 DU1632
 DU1632.The horizontal coordinates were scaled from a topographic map and have
 DU1632.an estimated accuracy of +/- 6 seconds.
 DU1632
 DU1632.The orthometric height was determined by differential leveling
 DU1632.and adjusted by the National Geodetic Survey in June 1991..
 DU1632
 DU1632.The geoid height was determined by GEOID03.
 DU1632
 DU1632.The dynamic height is computed by dividing the NAVD 88
 DU1632.geopotential number by the normal gravity value computed on the
 DU1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1632.degrees latitude (g = 980.6199 gals.).
 DU1632
 DU1632.The modeled gravity was interpolated from observed gravity values.
 DU1632
 DU1632;                    North         East    Units  Estimated Accuracy
 DU1632;SPC AZ E     -   301,710.      117,180.      MT  (+/- 180 meters Scaled)
 DU1632
 DU1632                          SUPERSEDED SURVEY CONTROL
 DU1632
 DU1632.No superseded survey control is available for this station.
 DU1632
 DU1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC810307(NAD 83)
 DU1632_MARKER: DB = BENCH MARK DISK
 DU1632_SETTING: 66 = SET IN ROCK OUTCROP
 DU1632_SP_SET: ROCK OUTCROP
 DU1632_STAMPING: G 498 1983
 DU1632_MARK LOGO: NGS   
 DU1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1632+STABILITY: POSITION/ELEVATION WELL
 DU1632
 DU1632  HISTORY     - Date     Condition        Report By
 DU1632  HISTORY     - 1983     MONUMENTED       NGS
 DU1632
 DU1632                          STATION DESCRIPTION
 DU1632
 DU1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1632'10.6 KM (6.6 MI) NW FROM ROOSEVELT DAM.
 DU1632'10.6 KM (6.6 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1632'ROOSEVELT DAM, IN TOP OF A SMALL SLOPING LEDGE OF OUTCROP AT THE BASE
 DU1632'OF A ROCKY CUT OVERLOOKING CHOLLA BAY, 0.4 KM (0.25 MI) NORTHWEST OF
 DU1632'MILEPOST 248, 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF A ROAD
 DU1632'LEADING TO CHOLLA BAY, 4.6 METERS (15 FT) SOUTHWEST OF THE HIGHWAY
 DU1632'CENTERLINE.
 DU1632'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU1632'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0206 ***********************************************************************
 GQ0206  DESIGNATION -  G 499
 GQ0206  PID         -  GQ0206
 GQ0206  STATE/COUNTY-  AZ/MOHAVE
 GQ0206  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0206
 GQ0206                         *CURRENT SURVEY CONTROL
 GQ0206  ___________________________________________________________________
 GQ0206* NAD 83(1986)-  36 53 27.     (N)    113 55 46.     (W)     SCALED    
 GQ0206* NAVD 88     -       568.943  (meters)    1866.61   (feet)  ADJUSTED  
 GQ0206  ___________________________________________________________________
 GQ0206  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GQ0206  DYNAMIC HT  -         568.371 (meters)    1864.73  (feet)  COMP
 GQ0206  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 GQ0206
 GQ0206  VERT ORDER  -  FIRST     CLASS II
 GQ0206
 GQ0206.The horizontal coordinates were scaled from a topographic map and have
 GQ0206.an estimated accuracy of +/- 6 seconds.
 GQ0206
 GQ0206.The orthometric height was determined by differential leveling
 GQ0206.and adjusted by the National Geodetic Survey in June 1991..
 GQ0206
 GQ0206.The geoid height was determined by GEOID03.
 GQ0206
 GQ0206.The dynamic height is computed by dividing the NAVD 88
 GQ0206.geopotential number by the normal gravity value computed on the
 GQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0206.degrees latitude (g = 980.6199 gals.).
 GQ0206
 GQ0206.The modeled gravity was interpolated from observed gravity values.
 GQ0206
 GQ0206;                    North         East    Units  Estimated Accuracy
 GQ0206;SPC AZ W     -   653,390.      197,370.      MT  (+/- 180 meters Scaled)
 GQ0206
 GQ0206                          SUPERSEDED SURVEY CONTROL
 GQ0206
 GQ0206.No superseded survey control is available for this station.
 GQ0206
 GQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF389867(NAD 83)
 GQ0206_MARKER: F = FLANGE-ENCASED ROD
 GQ0206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0206_SP_SET: STAINLESS STEEL ROD
 GQ0206_STAMPING: G 499 1982
 GQ0206_MARK LOGO: NGS   
 GQ0206_PROJECTION: FLUSH
 GQ0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0206+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 GQ0206_ROD/PIPE-DEPTH: 7.4  meters
 GQ0206
 GQ0206  HISTORY     - Date     Condition        Report By
 GQ0206  HISTORY     - 1982     MONUMENTED       NGS
 GQ0206  HISTORY     - 19990203 GOOD             NGS
 GQ0206
 GQ0206                          STATION DESCRIPTION
 GQ0206
 GQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0206'16.6 KM (10.3 MI) NE FROM MESQUITE NV.
 GQ0206'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0206'MESQUITE, THENCE 16.1 KM (10.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0206'0.1 KM (0.05 MI) SOUTH OF THE NORTH BOUND INTERSTATE 15 HIGHWAY BRIDGE
 GQ0206'OVER THE HIGHWAY, 27.4 METERS (90 FT) WEST OF THE HIGHWAY CENTERLINE,
 GQ0206'20.4 METERS (67 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH BOUND
 GQ0206'OFF RAMP, 16.6 METERS (54.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 GQ0206'CATTLE GUARD, 14.2 METERS (46.5 FT) NORTH OF A T JUNCTION OF RIGHT OF
 GQ0206'WAY FENCE LINES, 0.3 METER (1.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 GQ0206'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GQ0206'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 GQ0206
 GQ0206                          STATION RECOVERY (1999)
 GQ0206
 GQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GQ0206'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 GQ0206'COUNTY ROAD 91 (EXIT 8) IN LITTLEFIELD, ABOUT 17 KM (10.55 MI)
 GQ0206'NORTHEAST OF MESQUITE NV, ON THE SOUTHEAST SIDE OF THE NORTHEAST END
 GQ0206'OF THE NORTHBOUND EXIT RAMP OF INTERSTATE HIGHWAY 15, ON THE NORTHEAST
 GQ0206'SIDE OF A RIGHT-OF-WAY FENCE AND SOUTHEAST OF THE CATTLE GUARD IN THE
 GQ0206'EXIT RAMP.  OWNERSHIP--ARIZONA STATE DEPARTMENT OF TRANSPORTATION.  TO
 GQ0206'REACH THE STATION FROM THE INTERSTATE HIGHWAY 15 NORTHBOUND LANES AND
 GQ0206'EXIT RAMP FOR COUNTY ROAD 91 IN LITTLEFIELD, FOLLOW THE EXIT RAMP FOR
 GQ0206'0.24 KM (0.15 MI) TO THE CATTLE GUARD AT THE NORTHEAST END OF THE EXIT
 GQ0206'RAMP AND THE STATION ON THE RIGHT.  LOCATED 27.4 M (89.9 FT) SOUTHWEST
 GQ0206'OF THE CENTER OF THE COUNTY ROAD, 20.4 M (66.9 FT) SOUTHEAST OF THE
 GQ0206'CENTER OF THE EXIT RAMP, 16.6 M (54.5 FT) SOUTH-SOUTHEAST OF THE SOUTH
 GQ0206'CORNER OF THE CATTLE GUARD, 14.2 M (46.6 FT) NORTHWEST OF A
 GQ0206'RIGHT-OF-WAY FENCE POST AT A T- JUNCTION IN THE FENCE, 0.3 M (1.0 FT)
 GQ0206'NORTHEAST OF THE RIGHT-OF-WAY FENCE, O.46 M NORTHWEST OF A FIBERGLASS
 GQ0206'WITNESS POST AND ABOUT 0.9 M (3.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0148 ***********************************************************************
 GP0148  DESIGNATION -  G 50
 GP0148  PID         -  GP0148
 GP0148  STATE/COUNTY-  AZ/COCONINO
 GP0148  USGS QUAD   -  TUBA CITY (1969)
 GP0148
 GP0148                         *CURRENT SURVEY CONTROL
 GP0148  ___________________________________________________________________
 GP0148* NAD 83(1986)-  36 09 11.     (N)    111 07 47.     (W)     SCALED    
 GP0148* NAVD 88     -      1576.561  (meters)    5172.43   (feet)  ADJUSTED  
 GP0148  ___________________________________________________________________
 GP0148  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GP0148  DYNAMIC HT  -        1574.565 (meters)    5165.89  (feet)  COMP
 GP0148  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 GP0148
 GP0148  VERT ORDER  -  FIRST     CLASS II
 GP0148
 GP0148.The horizontal coordinates were scaled from a topographic map and have
 GP0148.an estimated accuracy of +/- 6 seconds.
 GP0148
 GP0148.The orthometric height was determined by differential leveling
 GP0148.and adjusted by the National Geodetic Survey in June 1991..
 GP0148
 GP0148.The geoid height was determined by GEOID03.
 GP0148
 GP0148.The dynamic height is computed by dividing the NAVD 88
 GP0148.geopotential number by the normal gravity value computed on the
 GP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0148.degrees latitude (g = 980.6199 gals.).
 GP0148
 GP0148.The modeled gravity was interpolated from observed gravity values.
 GP0148
 GP0148;                    North         East    Units  Estimated Accuracy
 GP0148;SPC AZ C     -   571,780.      284,170.      MT  (+/- 180 meters Scaled)
 GP0148
 GP0148                          SUPERSEDED SURVEY CONTROL
 GP0148
 GP0148  NGVD 29 (??/??/92) 1575.616  (m)         5169.33   (f) ADJ UNCH    1 2
 GP0148
 GP0148.Superseded values are not recommended for survey control.
 GP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0148.See file dsdata.txt to determine how the superseded data were derived.
 GP0148
 GP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF883009(NAD 83)
 GP0148_MARKER: DB = BENCH MARK DISK
 GP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0148_STAMPING: G 50 1934
 GP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0148+STABILITY: SURFACE MOTION
 GP0148
 GP0148  HISTORY     - Date     Condition        Report By
 GP0148  HISTORY     - 1934     MONUMENTED       CGS
 GP0148  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0148
 GP0148                          STATION DESCRIPTION
 GP0148
 GP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0148'6.9 MI NE FROM TUBA CITY.
 GP0148'6.9 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0148'COCONINO COUNTY, 7-1/2 POLES NORTHEAST OF A SHARP ANGLE IN A ROW OF
 GP0148'POLES, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN LINE WITH
 GP0148'THE ROW OF POLES.  A STANDARD DISK, STAMPED G 50 1934 AND SET IN THE
 GP0148'TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY
 GP0148'164 AND STATE HIGHWAY 264.  5.8 MILES NORTHEAST OF ALONG U.S. HIGHWAY
 GP0148'164.  0.4 MILE NORTHEAST OF A URANIUM MILL (NO LONGER USED AS SUCH). 4
 GP0148'1/2 POLES SOUTHWEST OF AN ANGLE IN A ROW OF POLES.  550 FT. NORTHWEST
 GP0148'OF CENTERLINE OF HIGHWAY.  134 FT. WEST OF A TRACK ROAD INTERSECTION.
 GP0148'38 FT. SOUTHEAST OF TRACK ROAD GOING INTO A BORROW PIT. IN LINE WITH A
 GP0148'ROW OF POLES.  SET IN A CONCRETE POST PROJECTING 0.6 FT., A USC AND GS
 GP0148'BENCH MARK STAMPED G 50 1934.
 GP0148
 GP0148                          STATION RECOVERY (1983)
 GP0148
 GP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0410 ***********************************************************************
 FP0410  DESIGNATION -  G 500
 FP0410  PID         -  FP0410
 FP0410  STATE/COUNTY-  AZ/APACHE
 FP0410  USGS QUAD   -  KACHINA POINT (1972)
 FP0410
 FP0410                         *CURRENT SURVEY CONTROL
 FP0410  ___________________________________________________________________
 FP0410* NAD 83(1986)-  35 03 37.     (N)    109 46 55.     (W)     SCALED    
 FP0410* NAVD 88     -      1752.698  (meters)    5750.31   (feet)  ADJUSTED  
 FP0410  ___________________________________________________________________
 FP0410  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FP0410  DYNAMIC HT  -        1750.247 (meters)    5742.27  (feet)  COMP
 FP0410  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 FP0410
 FP0410  VERT ORDER  -  FIRST     CLASS II
 FP0410
 FP0410.The horizontal coordinates were scaled from a topographic map and have
 FP0410.an estimated accuracy of +/- 6 seconds.
 FP0410
 FP0410.The orthometric height was determined by differential leveling
 FP0410.and adjusted by the National Geodetic Survey in June 1991..
 FP0410
 FP0410.The geoid height was determined by GEOID03.
 FP0410
 FP0410.The dynamic height is computed by dividing the NAVD 88
 FP0410.geopotential number by the normal gravity value computed on the
 FP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0410.degrees latitude (g = 980.6199 gals.).
 FP0410
 FP0410.The modeled gravity was interpolated from observed gravity values.
 FP0410
 FP0410;                    North         East    Units  Estimated Accuracy
 FP0410;SPC AZ E     -   450,330.      248,450.      MT  (+/- 180 meters Scaled)
 FP0410
 FP0410                          SUPERSEDED SURVEY CONTROL
 FP0410
 FP0410.No superseded survey control is available for this station.
 FP0410
 FP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD110804(NAD 83)
 FP0410_MARKER: DB = BENCH MARK DISK
 FP0410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0410_SP_SET: ABUTMENT
 FP0410_STAMPING: G 500 1983
 FP0410_MARK LOGO: NGS   
 FP0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0410+STABILITY: POSITION/ELEVATION WELL
 FP0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0410+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0410
 FP0410  HISTORY     - Date     Condition        Report By
 FP0410  HISTORY     - 1983     MONUMENTED       NGS
 FP0410  HISTORY     - 20040803 GOOD             EVANS
 FP0410
 FP0410                          STATION DESCRIPTION
 FP0410
 FP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0410'35.1 KM (21.8 MI) SW FROM CHAMBERS.
 FP0410'35.1 KM (21.8 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0410'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0410'TOP OF AND 0.1 METER (0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 FP0410'NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS LEADING TO THE
 FP0410'PETRIFIED FOREST NATIONAL PARK, 19.8 METERS (65.0 FT) NORTHWEST OF THE
 FP0410'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 5.5 METERS
 FP0410'(18.0 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD AND 3.2 METERS
 FP0410'(10.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 FP0410'THE MARK IS 1.4 M BELOW THE PAVED ROAD.
 FP0410
 FP0410                          STATION RECOVERY (2004)
 FP0410
 FP0410'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0800 ***********************************************************************
 ES0800  DESIGNATION -  G 501
 ES0800  PID         -  ES0800
 ES0800  STATE/COUNTY-  AZ/NAVAJO
 ES0800  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0800
 ES0800                         *CURRENT SURVEY CONTROL
 ES0800  ___________________________________________________________________
 ES0800* NAD 83(1986)-  34 39 03.     (N)    110 05 51.     (W)     SCALED    
 ES0800* NAVD 88     -      1684.388  (meters)    5526.20   (feet)  ADJUSTED  
 ES0800  ___________________________________________________________________
 ES0800  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0800  DYNAMIC HT  -        1682.013 (meters)    5518.40  (feet)  COMP
 ES0800  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 ES0800
 ES0800  VERT ORDER  -  FIRST     CLASS II
 ES0800
 ES0800.The horizontal coordinates were scaled from a topographic map and have
 ES0800.an estimated accuracy of +/- 6 seconds.
 ES0800
 ES0800.The orthometric height was determined by differential leveling
 ES0800.and adjusted by the National Geodetic Survey in June 1991..
 ES0800
 ES0800.The geoid height was determined by GEOID03.
 ES0800
 ES0800.The dynamic height is computed by dividing the NAVD 88
 ES0800.geopotential number by the normal gravity value computed on the
 ES0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0800.degrees latitude (g = 980.6199 gals.).
 ES0800
 ES0800.The modeled gravity was interpolated from observed gravity values.
 ES0800
 ES0800;                    North         East    Units  Estimated Accuracy
 ES0800;SPC AZ E     -   404,850.      219,700.      MT  (+/- 180 meters Scaled)
 ES0800
 ES0800                          SUPERSEDED SURVEY CONTROL
 ES0800
 ES0800.No superseded survey control is available for this station.
 ES0800
 ES0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD827346(NAD 83)
 ES0800_MARKER: DB = BENCH MARK DISK
 ES0800_SETTING: 66 = SET IN ROCK OUTCROP
 ES0800_SP_SET: ROCK OUTCROP
 ES0800_STAMPING: G 501 1983
 ES0800_MARK LOGO: NGS   
 ES0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0800+STABILITY: POSITION/ELEVATION WELL
 ES0800
 ES0800  HISTORY     - Date     Condition        Report By
 ES0800  HISTORY     - 1983     MONUMENTED       NGS
 ES0800
 ES0800                          STATION DESCRIPTION
 ES0800
 ES0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0800'29.0 KM (18.0 MI) SOUTH FROM HOLBROOK.
 ES0800'29.0 KM (18.0 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0800'WITH HOPI DRIVE IN HOLBROOK, IN THE CENTER OF THE NORTHERN 1/4 OF A 4
 ES0800'BY 10 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI)
 ES0800'SOUTH OF MILEPOST 371, 73.5 METERS (241.1 FT) SOUTH OF THE SOUTHEAST
 ES0800'CORNER OF A BRIDGE, 19.9 METERS (65.3 FT) WEST OF A FENCE, 19.0 METERS
 ES0800'(62.3 FT) SOUTH OF THE NORTH END OF A CUT AND 10.6 METERS (34.8 FT)
 ES0800'EAST OF THE CENTERLINE OF THE HIGHWAY.
 ES0800'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0800'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0426 ***********************************************************************
 ER0426  DESIGNATION -  G 502
 ER0426  PID         -  ER0426
 ER0426  STATE/COUNTY-  AZ/NAVAJO
 ER0426  USGS QUAD   -  INDIAN PINE (1977)
 ER0426
 ER0426                         *CURRENT SURVEY CONTROL
 ER0426  ___________________________________________________________________
 ER0426* NAD 83(1986)-  34 06 26.     (N)    109 54 44.     (W)     SCALED    
 ER0426* NAVD 88     -      2194.086  (meters)    7198.43   (feet)  ADJUSTED  
 ER0426  ___________________________________________________________________
 ER0426  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0426  DYNAMIC HT  -        2190.711 (meters)    7187.36  (feet)  COMP
 ER0426  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 ER0426
 ER0426  VERT ORDER  -  FIRST     CLASS II
 ER0426
 ER0426.The horizontal coordinates were scaled from a topographic map and have
 ER0426.an estimated accuracy of +/- 6 seconds.
 ER0426
 ER0426.The orthometric height was determined by differential leveling
 ER0426.and adjusted by the National Geodetic Survey in June 1991..
 ER0426
 ER0426.The geoid height was determined by GEOID03.
 ER0426
 ER0426.The dynamic height is computed by dividing the NAVD 88
 ER0426.geopotential number by the normal gravity value computed on the
 ER0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0426.degrees latitude (g = 980.6199 gals.).
 ER0426
 ER0426.The modeled gravity was interpolated from observed gravity values.
 ER0426
 ER0426;                    North         East    Units  Estimated Accuracy
 ER0426;SPC AZ E     -   344,580.      236,840.      MT  (+/- 180 meters Scaled)
 ER0426
 ER0426                          SUPERSEDED SURVEY CONTROL
 ER0426
 ER0426.No superseded survey control is available for this station.
 ER0426
 ER0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC003745(NAD 83)
 ER0426_MARKER: I = METAL ROD
 ER0426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0426+WITH SETTING: INFORMATION.
 ER0426_SP_SET: SHALLOW SET METAL ROD
 ER0426_STAMPING: G 502 1983
 ER0426_MARK LOGO: NGS   
 ER0426_PROJECTION: FLUSH
 ER0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0426_ROD/PIPE-DEPTH: 2.4  meters
 ER0426
 ER0426  HISTORY     - Date     Condition        Report By
 ER0426  HISTORY     - 1983     MONUMENTED       NGS
 ER0426
 ER0426                          STATION DESCRIPTION
 ER0426
 ER0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0426'8.5 KM (5.25 MI) NW FROM MCNARY.
 ER0426'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0426'MCNARY, THENCE 8.4 KM (5.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260,
 ER0426'0.5 KM (0.3 MI) NORTH OF MILEPOST 356, 32.0 METERS (105.0 FT) NORTH OF
 ER0426'THE CENTER OF A PAVED ROAD LEADING TO THE WHITE MOUNTAIN SUMMER HOMES
 ER0426'COUNTRY CLUB, 20.0 METERS (65.6 FT) WEST OF THE CENTERLINE OF THE
 ER0426'HIGHWAY AND 2.1 METERS (6.9 FT) NORTH OF A FENCE CORNER.  REFUSAL
 ER0426'WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0426'LOGO CAP.
 ER0426'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ER0426'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0387 ***********************************************************************
 FP0387  DESIGNATION -  G 503
 FP0387  PID         -  FP0387
 FP0387  STATE/COUNTY-  AZ/APACHE
 FP0387  USGS QUAD   -  HOUCK (1971)
 FP0387
 FP0387                         *CURRENT SURVEY CONTROL
 FP0387  ___________________________________________________________________
 FP0387* NAD 83(1986)-  35 16 58.     (N)    109 12 41.     (W)     SCALED    
 FP0387* NAVD 88     -      1830.633  (meters)    6006.00   (feet)  ADJUSTED  
 FP0387  ___________________________________________________________________
 FP0387  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 FP0387  DYNAMIC HT  -        1828.094 (meters)    5997.67  (feet)  COMP
 FP0387  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 FP0387
 FP0387  VERT ORDER  -  FIRST     CLASS II
 FP0387
 FP0387.The horizontal coordinates were scaled from a topographic map and have
 FP0387.an estimated accuracy of +/- 6 seconds.
 FP0387
 FP0387.The orthometric height was determined by differential leveling
 FP0387.and adjusted by the National Geodetic Survey in June 1991..
 FP0387
 FP0387.The geoid height was determined by GEOID03.
 FP0387
 FP0387.The dynamic height is computed by dividing the NAVD 88
 FP0387.geopotential number by the normal gravity value computed on the
 FP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0387.degrees latitude (g = 980.6199 gals.).
 FP0387
 FP0387.The modeled gravity was interpolated from observed gravity values.
 FP0387
 FP0387;                    North         East    Units  Estimated Accuracy
 FP0387;SPC AZ E     -   475,360.      300,260.      MT  (+/- 180 meters Scaled)
 FP0387
 FP0387                          SUPERSEDED SURVEY CONTROL
 FP0387
 FP0387.No superseded survey control is available for this station.
 FP0387
 FP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE626058(NAD 83)
 FP0387_MARKER: DB = BENCH MARK DISK
 FP0387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0387_SP_SET: PIER
 FP0387_STAMPING: G 503 1983
 FP0387_MARK LOGO: NGS   
 FP0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0387+STABILITY: POSITION/ELEVATION WELL
 FP0387
 FP0387  HISTORY     - Date     Condition        Report By
 FP0387  HISTORY     - 1983     MONUMENTED       NGS
 FP0387
 FP0387                          STATION DESCRIPTION
 FP0387
 FP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0387'23.6 KM (14.65 MI) NE FROM CHAMBERS.
 FP0387'23.6 KM (14.65 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0387'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0387'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 4 PIERS OF THE
 FP0387'ST ANSLEM ROAD OVERPASS AND 7.6 METERS (24.9 FT) NORTH OF THE
 FP0387'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0387'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0780 ***********************************************************************
 ES0780  DESIGNATION -  G 504
 ES0780  PID         -  ES0780
 ES0780  STATE/COUNTY-  AZ/NAVAJO
 ES0780  USGS QUAD   -  JOSEPH CITY (1986)
 ES0780
 ES0780                         *CURRENT SURVEY CONTROL
 ES0780  ___________________________________________________________________
 ES0780* NAD 83(1986)-  34 55 54.     (N)    110 16 18.     (W)     SCALED    
 ES0780* NAVD 88     -      1537.430  (meters)    5044.05   (feet)  ADJUSTED  
 ES0780  ___________________________________________________________________
 ES0780  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0780  DYNAMIC HT  -        1535.335 (meters)    5037.18  (feet)  COMP
 ES0780  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 ES0780
 ES0780  VERT ORDER  -  FIRST     CLASS II
 ES0780
 ES0780.The horizontal coordinates were scaled from a topographic map and have
 ES0780.an estimated accuracy of +/- 6 seconds.
 ES0780
 ES0780.The orthometric height was determined by differential leveling
 ES0780.and adjusted by the National Geodetic Survey in June 1991..
 ES0780
 ES0780.The geoid height was determined by GEOID03.
 ES0780
 ES0780.The dynamic height is computed by dividing the NAVD 88
 ES0780.geopotential number by the normal gravity value computed on the
 ES0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0780.degrees latitude (g = 980.6199 gals.).
 ES0780
 ES0780.The modeled gravity was interpolated from observed gravity values.
 ES0780
 ES0780;                    North         East    Units  Estimated Accuracy
 ES0780;SPC AZ E     -   436,000.      203,770.      MT  (+/- 180 meters Scaled)
 ES0780
 ES0780                          SUPERSEDED SURVEY CONTROL
 ES0780
 ES0780.No superseded survey control is available for this station.
 ES0780
 ES0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD665657(NAD 83)
 ES0780_MARKER: I = METAL ROD
 ES0780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0780+WITH SETTING: INFORMATION.
 ES0780_SP_SET: SHALLOW SET METAL ROD
 ES0780_STAMPING: G 504 1983
 ES0780_MARK LOGO: NGS   
 ES0780_PROJECTION: FLUSH
 ES0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0780_ROD/PIPE-DEPTH: 1.5  meters
 ES0780
 ES0780  HISTORY     - Date     Condition        Report By
 ES0780  HISTORY     - 1983     MONUMENTED       NGS
 ES0780
 ES0780                          STATION DESCRIPTION
 ES0780
 ES0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0780'6.9 KM (4.3 MI) EAST FROM JOSEPH CITY.
 ES0780'6.9 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0780'40 FROM THE POST OFFICE IN JOSEPH CITY, 0.5 KM (0.3 MI) NORTHWEST OF
 ES0780'MILEPOST 280, AT THE SOUTHEAST END OF A HIGHWAY CUT, 30.8 METERS
 ES0780'(101.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 ES0780'THE HIGHWAY AND 17.1 METERS (56.1 FT) SOUTHEAST OF UTILITY POLE NUMBER
 ES0780'3.  REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 ES0780'THROUGH A 5-INCH LOGO CAP.
 ES0780'THE MARK IS 0.2 METERS  SW FROM  A FENCE AND WITNESS POST
 ES0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0478 ***********************************************************************
 GP0478  DESIGNATION -  G 505
 GP0478  PID         -  GP0478
 GP0478  STATE/COUNTY-  AZ/COCONINO
 GP0478  USGS QUAD   -  MOENAVE (1969)
 GP0478
 GP0478                         *CURRENT SURVEY CONTROL
 GP0478  ___________________________________________________________________
 GP0478* NAD 83(1986)-  36 08 42.     (N)    111 22 25.     (W)     SCALED    
 GP0478* NAVD 88     -      1430.880  (meters)    4694.48   (feet)  ADJUSTED  
 GP0478  ___________________________________________________________________
 GP0478  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0478  DYNAMIC HT  -        1429.122 (meters)    4688.71  (feet)  COMP
 GP0478  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 GP0478
 GP0478  VERT ORDER  -  FIRST     CLASS II
 GP0478
 GP0478.The horizontal coordinates were scaled from a topographic map and have
 GP0478.an estimated accuracy of +/- 6 seconds.
 GP0478
 GP0478.The orthometric height was determined by differential leveling
 GP0478.and adjusted by the National Geodetic Survey in June 1991..
 GP0478
 GP0478.The geoid height was determined by GEOID03.
 GP0478
 GP0478.The dynamic height is computed by dividing the NAVD 88
 GP0478.geopotential number by the normal gravity value computed on the
 GP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0478.degrees latitude (g = 980.6199 gals.).
 GP0478
 GP0478.The modeled gravity was interpolated from observed gravity values.
 GP0478
 GP0478;                    North         East    Units  Estimated Accuracy
 GP0478;SPC AZ C     -   570,740.      262,230.      MT  (+/- 180 meters Scaled)
 GP0478
 GP0478                          SUPERSEDED SURVEY CONTROL
 GP0478
 GP0478.No superseded survey control is available for this station.
 GP0478
 GP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF663000(NAD 83)
 GP0478_MARKER: I = METAL ROD
 GP0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0478_SP_SET: STAINLESS STEEL ROD
 GP0478_STAMPING: G 505 1983
 GP0478_MARK LOGO: NGS   
 GP0478_PROJECTION: FLUSH
 GP0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0478_ROD/PIPE-DEPTH: 6.1  meters
 GP0478
 GP0478  HISTORY     - Date     Condition        Report By
 GP0478  HISTORY     - 1983     MONUMENTED       NGS
 GP0478
 GP0478                          STATION DESCRIPTION
 GP0478
 GP0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0478'17.3 KM (10.75 MI) SW FROM TUBA CITY.
 GP0478'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0478'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 8.7 KM (5.4 MI)
 GP0478'NORTHWESTERLY ALONG COUNTY ROAD 23, 3.7 KM (2.3 MI) SOUTHEAST OF THE
 GP0478'JUNCTION OF U.S. HIGHWAY 89, 81.4 METERS (267.1 FT) SOUTHEAST OF THE
 GP0478'SOUTHEAST END OF A SMALL BRIDGE, 17.0 METERS (55.8 FT) SOUTH OF THE
 GP0478'CENTER OF THE ROAD, AND 13.0 METERS (42.7 FT) WEST OF THE CENTER OF A
 GP0478'DIM TRACK ROAD LEADING SOUTHEAST.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0478'THROUGH A 5-INCH LOGO CAP.
 GP0478'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0478'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0455 ***********************************************************************
 GP0455  DESIGNATION -  G 506
 GP0455  PID         -  GP0455
 GP0455  STATE/COUNTY-  AZ/COCONINO
 GP0455  USGS QUAD   -  TUBA CITY NE (1969)
 GP0455
 GP0455                         *CURRENT SURVEY CONTROL
 GP0455  ___________________________________________________________________
 GP0455* NAD 83(1986)-  36 13 25.     (N)    111 02 19.     (W)     SCALED    
 GP0455* NAVD 88     -      1689.242  (meters)    5542.12   (feet)  ADJUSTED  
 GP0455  ___________________________________________________________________
 GP0455  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GP0455  DYNAMIC HT  -        1687.113 (meters)    5535.14  (feet)  COMP
 GP0455  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 GP0455
 GP0455  VERT ORDER  -  FIRST     CLASS II
 GP0455
 GP0455.The horizontal coordinates were scaled from a topographic map and have
 GP0455.an estimated accuracy of +/- 6 seconds.
 GP0455
 GP0455.The orthometric height was determined by differential leveling
 GP0455.and adjusted by the National Geodetic Survey in June 1991..
 GP0455
 GP0455.The geoid height was determined by GEOID03.
 GP0455
 GP0455.The dynamic height is computed by dividing the NAVD 88
 GP0455.geopotential number by the normal gravity value computed on the
 GP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0455.degrees latitude (g = 980.6199 gals.).
 GP0455
 GP0455.The modeled gravity was interpolated from observed gravity values.
 GP0455
 GP0455;                    North         East    Units  Estimated Accuracy
 GP0455;SPC AZ C     -   579,680.      292,300.      MT  (+/- 180 meters Scaled)
 GP0455
 GP0455                          SUPERSEDED SURVEY CONTROL
 GP0455
 GP0455.No superseded survey control is available for this station.
 GP0455
 GP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF965087(NAD 83)
 GP0455_MARKER: DB = BENCH MARK DISK
 GP0455_SETTING: 66 = SET IN ROCK OUTCROP
 GP0455_SP_SET: ROCK OUTCROP
 GP0455_STAMPING: G 506 1983
 GP0455_MARK LOGO: NGS   
 GP0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0455+STABILITY: POSITION/ELEVATION WELL
 GP0455
 GP0455  HISTORY     - Date     Condition        Report By
 GP0455  HISTORY     - 1983     MONUMENTED       NGS
 GP0455
 GP0455                          STATION DESCRIPTION
 GP0455
 GP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0455'21.4 KM (13.3 MI) NE FROM TUBA CITY.
 GP0455'21.4 KM (13.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0455'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE SOUTHWEST END OF
 GP0455'A LONG NORTHEAST-SOUTHWEST AREA OF OUTCROPPING BEDROCK ALONG THE WEST
 GP0455'SIDE OF A HILL, 82.0 METERS (269.0 FT) SOUTHWEST OF MILEPOST 335,
 GP0455'81.7 METERS (268.0 FT) NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY
 GP0455'CUT, 51.8 METERS (169.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0455'HIGHWAY, 12.5 METERS (41.0 FT) SOUTHEAST OF A FENCE, 6.3 METERS
 GP0455'(20.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP AND
 GP0455'2.5 METERS (8.2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0455'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0455'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0378 ***********************************************************************
 GP0378  DESIGNATION -  G 508
 GP0378  PID         -  GP0378
 GP0378  STATE/COUNTY-  AZ/COCONINO
 GP0378  USGS QUAD   -  THE GAP (1981)
 GP0378
 GP0378                         *CURRENT SURVEY CONTROL
 GP0378  ___________________________________________________________________
 GP0378* NAD 83(1986)-  36 18 10.     (N)    111 27 36.     (W)     SCALED    
 GP0378* NAVD 88     -      1621.719  (meters)    5320.59   (feet)  ADJUSTED  
 GP0378  ___________________________________________________________________
 GP0378  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0378  DYNAMIC HT  -        1619.702 (meters)    5313.97  (feet)  COMP
 GP0378  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 GP0378
 GP0378  VERT ORDER  -  FIRST     CLASS II
 GP0378
 GP0378.The horizontal coordinates were scaled from a topographic map and have
 GP0378.an estimated accuracy of +/- 6 seconds.
 GP0378
 GP0378.The orthometric height was determined by differential leveling
 GP0378.and adjusted by the National Geodetic Survey in June 1991..
 GP0378
 GP0378.The geoid height was determined by GEOID03.
 GP0378
 GP0378.The dynamic height is computed by dividing the NAVD 88
 GP0378.geopotential number by the normal gravity value computed on the
 GP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0378.degrees latitude (g = 980.6199 gals.).
 GP0378
 GP0378.The modeled gravity was interpolated from observed gravity values.
 GP0378
 GP0378;                    North         East    Units  Estimated Accuracy
 GP0378;SPC AZ C     -   588,200.      254,370.      MT  (+/- 180 meters Scaled)
 GP0378
 GP0378                          SUPERSEDED SURVEY CONTROL
 GP0378
 GP0378.No superseded survey control is available for this station.
 GP0378
 GP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF587176(NAD 83)
 GP0378_MARKER: I = METAL ROD
 GP0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0378_SP_SET: STAINLESS STEEL ROD
 GP0378_STAMPING: G 508 1983
 GP0378_MARK LOGO: NGS   
 GP0378_PROJECTION: FLUSH
 GP0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0378+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 GP0378_ROD/PIPE-DEPTH: 6.7  meters
 GP0378
 GP0378  HISTORY     - Date     Condition        Report By
 GP0378  HISTORY     - 1983     MONUMENTED       NGS
 GP0378  HISTORY     - 19931201 GOOD             USPSQD
 GP0378  HISTORY     - 20050623 GOOD             USPSQD
 GP0378  HISTORY     - 20060705 GOOD             USPSQD
 GP0378
 GP0378                          STATION DESCRIPTION
 GP0378
 GP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0378'IN THE GAP.
 GP0378'AT THE GAP, AT THE EAST CORNER OF THE ROCK FENCE AROUND THE ROCK HOUSE
 GP0378'ON THE SOUTHEAST SIDE OF THE TRADING POST, 81.1 METERS (266 FT)
 GP0378'NORTHWEST OF MILEPOST 498, 21.9 METERS (72 FT) SOUTHWEST OF THE
 GP0378'HIGHWAY CENTERLINE, 34.1 METERS (112 FT) SOUTHEAST OF THE EAST CORNER
 GP0378'OF THE TRADING POST, 0.75 METER (2.5 FT) SOUTH OF THE FENCE CORNER,
 GP0378'0.7 METER (2.2 FT) SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE.
 GP0378'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0378'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0378
 GP0378                          STATION RECOVERY (1993)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0378'RECOVERED IN GOOD CONDITION.
 GP0378
 GP0378                          STATION RECOVERY (2005)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 GP0378'RECOVERED AS DESCRIBED.
 GP0378
 GP0378                          STATION RECOVERY (2006)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 GP0378'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0328 ***********************************************************************
 GP0328  DESIGNATION -  G 51
 GP0328  PID         -  GP0328
 GP0328  STATE/COUNTY-  AZ/COCONINO
 GP0328  USGS QUAD   -  EMMETT HILL (1985)
 GP0328
 GP0328                         *CURRENT SURVEY CONTROL
 GP0328  ___________________________________________________________________
 GP0328* NAD 83(1986)-  36 42 10.     (N)    111 56 15.     (W)     SCALED    
 GP0328* NAVD 88     -      1527.306  (meters)    5010.84   (feet)  POSTED    
 GP0328  ___________________________________________________________________
 GP0328  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GP0328  DYNAMIC HT  -        1525.480 (meters)    5004.85  (feet)  COMP
 GP0328  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 GP0328
 GP0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0328
 GP0328.The horizontal coordinates were scaled from a topographic map and have
 GP0328.an estimated accuracy of +/- 6 seconds.
 GP0328
 GP0328.The orthometric height was determined by differential leveling
 GP0328.and adjusted by the National Geodetic Survey in 1992..
 GP0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0328.rate of 0.0 thru 1.0 mm/km.
 GP0328
 GP0328.The geoid height was determined by GEOID03.
 GP0328
 GP0328.The dynamic height is computed by dividing the NAVD 88
 GP0328.geopotential number by the normal gravity value computed on the
 GP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0328.degrees latitude (g = 980.6199 gals.).
 GP0328
 GP0328.The modeled gravity was interpolated from observed gravity values.
 GP0328
 GP0328;                    North         East    Units  Estimated Accuracy
 GP0328;SPC AZ C     -   632,490.      211,500.      MT  (+/- 180 meters Scaled)
 GP0328
 GP0328                          SUPERSEDED SURVEY CONTROL
 GP0328
 GP0328  NGVD 29 (??/??/92) 1526.335  (m)         5007.65   (f) ADJ UNCH    1 2
 GP0328
 GP0328.Superseded values are not recommended for survey control.
 GP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0328.See file dsdata.txt to determine how the superseded data were derived.
 GP0328
 GP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF162623(NAD 83)
 GP0328_MARKER: DB = BENCH MARK DISK
 GP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0328_STAMPING: G 51 1934
 GP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0328+STABILITY: SURFACE MOTION
 GP0328
 GP0328  HISTORY     - Date     Condition        Report By
 GP0328  HISTORY     - 1934     MONUMENTED       CGS
 GP0328  HISTORY     - 1959     GOOD             NGS
 GP0328
 GP0328                          STATION DESCRIPTION
 GP0328
 GP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0328'6.1 MI E FROM HOUSE ROCK SPRINGS.
 GP0328'6.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0328'COUNTY, 0.5 MILE WEST OF THE 24-INCH CORRUGATED-IRON PIPE CULVERT AT
 GP0328'STATION 1167+00, AND 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 GP0328'STANDARD DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 GP0328'PROJECTING 6 INCHES ABOVE GROUND.
 GP0328
 GP0328                          STATION RECOVERY (1959)
 GP0328
 GP0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GP0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0504 ***********************************************************************
 FQ0504  DESIGNATION -  G 510
 FQ0504  PID         -  FQ0504
 FQ0504  STATE/COUNTY-  AZ/COCONINO
 FQ0504  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0504
 FQ0504                         *CURRENT SURVEY CONTROL
 FQ0504  ___________________________________________________________________
 FQ0504* NAD 83(1986)-  35 48 04.     (N)    111 26 51.     (W)     SCALED    
 FQ0504* NAVD 88     -      1390.563  (meters)    4562.21   (feet)  ADJUSTED  
 FQ0504  ___________________________________________________________________
 FQ0504  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FQ0504  DYNAMIC HT  -        1388.817 (meters)    4556.48  (feet)  COMP
 FQ0504  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 FQ0504
 FQ0504  VERT ORDER  -  FIRST     CLASS II
 FQ0504
 FQ0504.The horizontal coordinates were scaled from a topographic map and have
 FQ0504.an estimated accuracy of +/- 6 seconds.
 FQ0504
 FQ0504.The orthometric height was determined by differential leveling
 FQ0504.and adjusted by the National Geodetic Survey in June 1991..
 FQ0504
 FQ0504.The geoid height was determined by GEOID03.
 FQ0504
 FQ0504.The dynamic height is computed by dividing the NAVD 88
 FQ0504.geopotential number by the normal gravity value computed on the
 FQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0504.degrees latitude (g = 980.6199 gals.).
 FQ0504
 FQ0504.The modeled gravity was interpolated from observed gravity values.
 FQ0504
 FQ0504;                    North         East    Units  Estimated Accuracy
 FQ0504;SPC AZ C     -   532,550.      255,760.      MT  (+/- 180 meters Scaled)
 FQ0504
 FQ0504                          SUPERSEDED SURVEY CONTROL
 FQ0504
 FQ0504.No superseded survey control is available for this station.
 FQ0504
 FQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE595619(NAD 83)
 FQ0504_MARKER: DB = BENCH MARK DISK
 FQ0504_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0504_SP_SET: ROCK OUTCROP
 FQ0504_STAMPING: G 510 1983
 FQ0504_MARK LOGO: NGS   
 FQ0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0504+STABILITY: POSITION/ELEVATION WELL
 FQ0504
 FQ0504  HISTORY     - Date     Condition        Report By
 FQ0504  HISTORY     - 1983     MONUMENTED       NGS
 FQ0504
 FQ0504                          STATION DESCRIPTION
 FQ0504
 FQ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0504'9.2 KM (5.7 MI) SOUTH FROM CAMERON.
 FQ0504'9.2 KM (5.7 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0504'CAMERON, IN TOP OF A 6 BY 10 FOOT PORTION OF SANDSTONE OUTCROP
 FQ0504'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.3 KM (0.2 MI)
 FQ0504'NORTH OF MILEPOST 461, 21.3 METERS (70 FT) WEST OF THE HIGHWAY
 FQ0504'CENTERLINE, 22.8 METERS (75 FT) SOUTHEAST OF RIGHT OF WAY POST
 FQ0504'2150+94.24, 12.1 METERS (40 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0504'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0496 ***********************************************************************
 FQ0496  DESIGNATION -  G 511
 FQ0496  PID         -  FQ0496
 FQ0496  STATE/COUNTY-  AZ/COCONINO
 FQ0496  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0496
 FQ0496                         *CURRENT SURVEY CONTROL
 FQ0496  ___________________________________________________________________
 FQ0496* NAD 83(1986)-  35 43 31.     (N)    111 28 58.     (W)     SCALED    
 FQ0496* NAVD 88     -      1540.525  (meters)    5054.21   (feet)  ADJUSTED  
 FQ0496  ___________________________________________________________________
 FQ0496  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0496  DYNAMIC HT  -        1538.540 (meters)    5047.69  (feet)  COMP
 FQ0496  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 FQ0496
 FQ0496  VERT ORDER  -  FIRST     CLASS II
 FQ0496
 FQ0496.The horizontal coordinates were scaled from a topographic map and have
 FQ0496.an estimated accuracy of +/- 6 seconds.
 FQ0496
 FQ0496.The orthometric height was determined by differential leveling
 FQ0496.and adjusted by the National Geodetic Survey in June 1991..
 FQ0496
 FQ0496.The geoid height was determined by GEOID03.
 FQ0496
 FQ0496.The dynamic height is computed by dividing the NAVD 88
 FQ0496.geopotential number by the normal gravity value computed on the
 FQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0496.degrees latitude (g = 980.6199 gals.).
 FQ0496
 FQ0496.The modeled gravity was interpolated from observed gravity values.
 FQ0496
 FQ0496;                    North         East    Units  Estimated Accuracy
 FQ0496;SPC AZ C     -   524,120.      252,610.      MT  (+/- 180 meters Scaled)
 FQ0496
 FQ0496                          SUPERSEDED SURVEY CONTROL
 FQ0496
 FQ0496.No superseded survey control is available for this station.
 FQ0496
 FQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE563535(NAD 83)
 FQ0496_MARKER: DB = BENCH MARK DISK
 FQ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0496_SP_SET: HEADWALL
 FQ0496_STAMPING: G 511 1983
 FQ0496_MARK LOGO: NGS   
 FQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0496
 FQ0496  HISTORY     - Date     Condition        Report By
 FQ0496  HISTORY     - 1983     MONUMENTED       NGS
 FQ0496
 FQ0496                          STATION DESCRIPTION
 FQ0496
 FQ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0496'18.0 KM (11.2 MI) SOUTH FROM CAMERON.
 FQ0496'18.0 KM (11.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0496'CAMERON, IN TOP OF THE NORTH END OF THE EAST HEADWALL FOR A BOX
 FQ0496'CULVERT, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 456, 4.5 METERS (15 FT)
 FQ0496'EAST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) NORTH OF A STATE
 FQ0496'MARK.
 FQ0496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0429 ***********************************************************************
 GP0429  DESIGNATION -  G 512
 GP0429  PID         -  GP0429
 GP0429  STATE/COUNTY-  AZ/NAVAJO
 GP0429  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0429
 GP0429                         *CURRENT SURVEY CONTROL
 GP0429  ___________________________________________________________________
 GP0429* NAD 83(1986)-  36 27 13.     (N)    110 42 39.     (W)     SCALED    
 GP0429* NAVD 88     -      1866.207  (meters)    6122.71   (feet)  ADJUSTED  
 GP0429  ___________________________________________________________________
 GP0429  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GP0429  DYNAMIC HT  -        1863.849 (meters)    6114.98  (feet)  COMP
 GP0429  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 GP0429
 GP0429  VERT ORDER  -  FIRST     CLASS II
 GP0429
 GP0429.The horizontal coordinates were scaled from a topographic map and have
 GP0429.an estimated accuracy of +/- 6 seconds.
 GP0429
 GP0429.The orthometric height was determined by differential leveling
 GP0429.and adjusted by the National Geodetic Survey in June 1991..
 GP0429
 GP0429.The geoid height was determined by GEOID03.
 GP0429
 GP0429.The dynamic height is computed by dividing the NAVD 88
 GP0429.geopotential number by the normal gravity value computed on the
 GP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0429.degrees latitude (g = 980.6199 gals.).
 GP0429
 GP0429.The modeled gravity was interpolated from observed gravity values.
 GP0429
 GP0429;                    North         East    Units  Estimated Accuracy
 GP0429;SPC AZ E     -   604,980.      164,580.      MT  (+/- 180 meters Scaled)
 GP0429
 GP0429                          SUPERSEDED SURVEY CONTROL
 GP0429
 GP0429.No superseded survey control is available for this station.
 GP0429
 GP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF259343(NAD 83)
 GP0429_MARKER: DB = BENCH MARK DISK
 GP0429_SETTING: 66 = SET IN ROCK OUTCROP
 GP0429_SP_SET: ROCK OUTCROP
 GP0429_STAMPING: G 512 1983
 GP0429_MARK LOGO: NGS   
 GP0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0429+STABILITY: POSITION/ELEVATION WELL
 GP0429
 GP0429  HISTORY     - Date     Condition        Report By
 GP0429  HISTORY     - 1983     MONUMENTED       NGS
 GP0429
 GP0429                          STATION DESCRIPTION
 GP0429
 GP0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0429'52.8 KM (32.8 MI) SW FROM KATENTA.
 GP0429'52.8 KM (32.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0429'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 1.8 KM (1.1 MI) SOUTHWEST
 GP0429'OF THE JUNCTION OF STATE HIGHWAY 98, 0.7 KM (0.45 MI) NORTHEAST OF
 GP0429'MILEPOST 360, IN THE CENTER OF THE SOUTHWEST 1/4 OF A 9- BY 53-FOOT
 GP0429'EXPOSED AREA OF OUTCROPPING BEDROCK, 65.0 METERS (313.3 FT) NORTHEAST
 GP0429'OF THE CENTER OF A DIRT DRIVEWAY LEADING NORTH, 16.1 METERS (52.8 FT)
 GP0429'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS (11.2 FT)
 GP0429'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND 1.3 METERS
 GP0429'(4.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0429'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0404 ***********************************************************************
 GP0404  DESIGNATION -  G 513
 GP0404  PID         -  GP0404
 GP0404  STATE/COUNTY-  AZ/NAVAJO
 GP0404  USGS QUAD   -  KAYENTA WEST (1968)
 GP0404
 GP0404                         *CURRENT SURVEY CONTROL
 GP0404  ___________________________________________________________________
 GP0404* NAD 83(1986)-  36 42 02.     (N)    110 17 44.     (W)     SCALED    
 GP0404* NAVD 88     -      1801.507  (meters)    5910.44   (feet)  ADJUSTED  
 GP0404  ___________________________________________________________________
 GP0404  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GP0404  DYNAMIC HT  -        1799.297 (meters)    5903.19  (feet)  COMP
 GP0404  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 GP0404
 GP0404  VERT ORDER  -  FIRST     CLASS II
 GP0404
 GP0404.The horizontal coordinates were scaled from a topographic map and have
 GP0404.an estimated accuracy of +/- 6 seconds.
 GP0404
 GP0404.The orthometric height was determined by differential leveling
 GP0404.and adjusted by the National Geodetic Survey in June 1991..
 GP0404
 GP0404.The geoid height was determined by GEOID03.
 GP0404
 GP0404.The dynamic height is computed by dividing the NAVD 88
 GP0404.geopotential number by the normal gravity value computed on the
 GP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0404.degrees latitude (g = 980.6199 gals.).
 GP0404
 GP0404.The modeled gravity was interpolated from observed gravity values.
 GP0404
 GP0404;                    North         East    Units  Estimated Accuracy
 GP0404;SPC AZ E     -   632,250.      201,840.      MT  (+/- 180 meters Scaled)
 GP0404
 GP0404                          SUPERSEDED SURVEY CONTROL
 GP0404
 GP0404.No superseded survey control is available for this station.
 GP0404
 GP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF629618(NAD 83)
 GP0404_MARKER: I = METAL ROD
 GP0404_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0404+WITH SETTING: INFORMATION.
 GP0404_SP_SET: SHALLOW SET METAL ROD
 GP0404_STAMPING: G 513 1983
 GP0404_MARK LOGO: NGS   
 GP0404_PROJECTION: FLUSH
 GP0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0404_ROD/PIPE-DEPTH: 1.2  meters
 GP0404
 GP0404  HISTORY     - Date     Condition        Report By
 GP0404  HISTORY     - 1983     MONUMENTED       NGS
 GP0404
 GP0404                          STATION DESCRIPTION
 GP0404
 GP0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0404'4.3 KM (2.65 MI) SW FROM KAYENTA.
 GP0404'4.3 KM (2.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0404'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST
 GP0404'OF MILEPOST 391, 29.9 METERS (98.1 FT) NORTH OF THE CENTERLINE OF THE
 GP0404'HIGHWAY, AND 17.5 METERS (57.4 FT) EAST OF THE CENTER OF A DIRT ROAD
 GP0404'LEADING NORTH.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 GP0404'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0404'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 GP0404'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2499 ***********************************************************************
 CZ2499  DESIGNATION -  G 516
 CZ2499  PID         -  CZ2499
 CZ2499  STATE/COUNTY-  AZ/PINAL
 CZ2499  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2499
 CZ2499                         *CURRENT SURVEY CONTROL
 CZ2499  ___________________________________________________________________
 CZ2499* NAD 83(1986)-  32 38 47.     (N)    111 35 08.     (W)     SCALED    
 CZ2499* NAVD 88     -       492.467  (meters)    1615.70   (feet)  ADJUSTED  
 CZ2499  ___________________________________________________________________
 CZ2499  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2499  DYNAMIC HT  -         491.838 (meters)    1613.64  (feet)  COMP
 CZ2499  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 CZ2499
 CZ2499  VERT ORDER  -  FIRST     CLASS II
 CZ2499
 CZ2499.The horizontal coordinates were scaled from a topographic map and have
 CZ2499.an estimated accuracy of +/- 6 seconds.
 CZ2499
 CZ2499.The orthometric height was determined by differential leveling
 CZ2499.and adjusted by the National Geodetic Survey in November 1993..
 CZ2499
 CZ2499.The geoid height was determined by GEOID03.
 CZ2499
 CZ2499.The dynamic height is computed by dividing the NAVD 88
 CZ2499.geopotential number by the normal gravity value computed on the
 CZ2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2499.degrees latitude (g = 980.6199 gals.).
 CZ2499
 CZ2499.The modeled gravity was interpolated from observed gravity values.
 CZ2499
 CZ2499;                    North         East    Units  Estimated Accuracy
 CZ2499;SPC AZ C     -   182,590.      244,420.      MT  (+/- 180 meters Scaled)
 CZ2499
 CZ2499                          SUPERSEDED SURVEY CONTROL
 CZ2499
 CZ2499.No superseded survey control is available for this station.
 CZ2499
 CZ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB450122(NAD 83)
 CZ2499_MARKER: I = METAL ROD
 CZ2499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2499_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2499_STAMPING: G 516 1991
 CZ2499_MARK LOGO: NGS   
 CZ2499_PROJECTION: FLUSH
 CZ2499_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2499+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2499_ROD/PIPE-DEPTH: 6.2  meters
 CZ2499_SLEEVE-DEPTH  : 0.9 meters
 CZ2499
 CZ2499  HISTORY     - Date     Condition        Report By
 CZ2499  HISTORY     - 1991     MONUMENTED       NGS
 CZ2499
 CZ2499                          STATION DESCRIPTION
 CZ2499
 CZ2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2499'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2499'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2499'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2499'3.2 KM (2.00 MI) WESTERLY ALONG PRETZER ROAD, 15.1 M (49.5 FT) NORTH
 CZ2499'OF THE ROAD CENTER, 11.2 M (36.7 FT) EAST OF THE CENTER OF TWEEDY
 CZ2499'ROAD, 5.9 M (19.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CZ2499'CHAIN-LINK FENCE AT THE WEST END OF AN IRRIGATION DITCH, 1.1 M (3.6
 CZ2499'FT) EAST OF A T-JUNCTION UTILITY POLE, 0.5 M (1.6 FT) WEST OF A
 CZ2499'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 CZ2499'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2299 ***********************************************************************
 DU2299  DESIGNATION -  G 517
 DU2299  PID         -  DU2299
 DU2299  STATE/COUNTY-  AZ/MARICOPA
 DU2299  USGS QUAD   -  HIGLEY (1981)
 DU2299
 DU2299                         *CURRENT SURVEY CONTROL
 DU2299  ___________________________________________________________________
 DU2299* NAD 83(1986)-  33 20 08.     (N)    111 38 07.     (W)     SCALED    
 DU2299* NAVD 88     -       424.971  (meters)    1394.26   (feet)  ADJUSTED  
 DU2299  ___________________________________________________________________
 DU2299  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2299  DYNAMIC HT  -         424.460 (meters)    1392.58  (feet)  COMP
 DU2299  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 DU2299
 DU2299  VERT ORDER  -  FIRST     CLASS II
 DU2299
 DU2299.The horizontal coordinates were scaled from a topographic map and have
 DU2299.an estimated accuracy of +/- 6 seconds.
 DU2299
 DU2299.The orthometric height was determined by differential leveling
 DU2299.and adjusted by the National Geodetic Survey in November 1993..
 DU2299
 DU2299.The geoid height was determined by GEOID03.
 DU2299
 DU2299.The dynamic height is computed by dividing the NAVD 88
 DU2299.geopotential number by the normal gravity value computed on the
 DU2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2299.degrees latitude (g = 980.6199 gals.).
 DU2299
 DU2299.The modeled gravity was interpolated from observed gravity values.
 DU2299
 DU2299;                    North         East    Units  Estimated Accuracy
 DU2299;SPC AZ C     -   259,000.      239,550.      MT  (+/- 180 meters Scaled)
 DU2299
 DU2299                          SUPERSEDED SURVEY CONTROL
 DU2299
 DU2299.No superseded survey control is available for this station.
 DU2299
 DU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408886(NAD 83)
 DU2299_MARKER: I = METAL ROD
 DU2299_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2299_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2299_STAMPING: G 517 1992
 DU2299_MARK LOGO: NGS   
 DU2299_PROJECTION: FLUSH
 DU2299_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2299+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2299_ROD/PIPE-DEPTH: 6.0  meters
 DU2299_SLEEVE-DEPTH  : 0.9 meters
 DU2299
 DU2299  HISTORY     - Date     Condition        Report By
 DU2299  HISTORY     - 1992     MONUMENTED       NGS
 DU2299
 DU2299                          STATION DESCRIPTION
 DU2299
 DU2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2299'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2299'IN QUEEN CREEK, 15.4 M (50.5 FT) EAST OF AND LEVEL WITH THE ROAD
 DU2299'CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND CHAIN-LINK
 DU2299'FENCE, AND ON THE EXTENDED CENTERLINE OF WARNER ROAD.  NOTE--ACCESS
 DU2299'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2323 ***********************************************************************
 DU2323  DESIGNATION -  G 518
 DU2323  PID         -  DU2323
 DU2323  STATE/COUNTY-  AZ/MARICOPA
 DU2323  USGS QUAD   -  MESA (1982)
 DU2323
 DU2323                         *CURRENT SURVEY CONTROL
 DU2323  ___________________________________________________________________
 DU2323* NAD 83(1986)-  33 24 54.     (N)    111 49 13.     (W)     SCALED    
 DU2323* NAVD 88     -       377.377  (meters)    1238.11   (feet)  ADJUSTED  
 DU2323  ___________________________________________________________________
 DU2323  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2323  DYNAMIC HT  -         376.931 (meters)    1236.65  (feet)  COMP
 DU2323  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 DU2323
 DU2323  VERT ORDER  -  FIRST     CLASS II
 DU2323
 DU2323.The horizontal coordinates were scaled from a topographic map and have
 DU2323.an estimated accuracy of +/- 6 seconds.
 DU2323
 DU2323.The orthometric height was determined by differential leveling
 DU2323.and adjusted by the National Geodetic Survey in November 1993..
 DU2323
 DU2323.The geoid height was determined by GEOID03.
 DU2323
 DU2323.The dynamic height is computed by dividing the NAVD 88
 DU2323.geopotential number by the normal gravity value computed on the
 DU2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2323.degrees latitude (g = 980.6199 gals.).
 DU2323
 DU2323.The modeled gravity was interpolated from observed gravity values.
 DU2323
 DU2323;                    North         East    Units  Estimated Accuracy
 DU2323;SPC AZ C     -   267,780.      222,330.      MT  (+/- 180 meters Scaled)
 DU2323
 DU2323                          SUPERSEDED SURVEY CONTROL
 DU2323
 DU2323.No superseded survey control is available for this station.
 DU2323
 DU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB237975(NAD 83)
 DU2323_MARKER: I = METAL ROD
 DU2323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2323_STAMPING: G 518 1992
 DU2323_MARK LOGO: NGS   
 DU2323_PROJECTION: FLUSH
 DU2323_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2323_ROD/PIPE-DEPTH: 4.8  meters
 DU2323_SLEEVE-DEPTH  : 0.9 meters
 DU2323
 DU2323  HISTORY     - Date     Condition        Report By
 DU2323  HISTORY     - 1992     MONUMENTED       NGS
 DU2323  HISTORY     - 20051228 GOOD             GEOCAC
 DU2323
 DU2323                          STATION DESCRIPTION
 DU2323
 DU2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2323'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2323'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU2323'THE SOUTHWEST BOUNDARY OF PIONEER PARK, 11.4 M (37.4 FT) NORTH OF AND
 DU2323'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.4
 DU2323'M (30.8 FT) EAST OF THE CENTER OF NORTH LESUEUR STREET, 5.0 M (16.4
 DU2323'FT) NORTHWEST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 2.7 M
 DU2323'(8.9 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 0.3 M (1.0 FT) SOUTH OF
 DU2323'THE SOUTH EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) EAST OF THE EAST
 DU2323'EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2323'5-INCH LOGO CAP.
 DU2323
 DU2323                          STATION RECOVERY (2005)
 DU2323
 DU2323'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2323'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2323'33 24 54.90 (N)   111 49 13.80 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2296 ***********************************************************************
 DV2296  DESIGNATION -  G 519
 DV2296  PID         -  DV2296
 DV2296  STATE/COUNTY-  AZ/MARICOPA
 DV2296  USGS QUAD   -  PHOENIX (1982)
 DV2296
 DV2296                         *CURRENT SURVEY CONTROL
 DV2296  ___________________________________________________________________
 DV2296* NAD 83(1986)-  33 25 42.     (N)    112 04 25.     (W)     SCALED    
 DV2296* NAVD 88     -       330.020  (meters)    1082.74   (feet)  ADJUSTED  
 DV2296  ___________________________________________________________________
 DV2296  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV2296  DYNAMIC HT  -         329.640 (meters)    1081.49  (feet)  COMP
 DV2296  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 DV2296
 DV2296  VERT ORDER  -  FIRST     CLASS II
 DV2296
 DV2296.The horizontal coordinates were scaled from a topographic map and have
 DV2296.an estimated accuracy of +/- 6 seconds.
 DV2296
 DV2296.The orthometric height was determined by differential leveling
 DV2296.and adjusted by the National Geodetic Survey in November 1993..
 DV2296
 DV2296.The geoid height was determined by GEOID03.
 DV2296
 DV2296.The dynamic height is computed by dividing the NAVD 88
 DV2296.geopotential number by the normal gravity value computed on the
 DV2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2296.degrees latitude (g = 980.6199 gals.).
 DV2296
 DV2296.The modeled gravity was interpolated from observed gravity values.
 DV2296
 DV2296;                    North         East    Units  Estimated Accuracy
 DV2296;SPC AZ C     -   269,260.      198,770.      MT  (+/- 180 meters Scaled)
 DV2296
 DV2296                          SUPERSEDED SURVEY CONTROL
 DV2296
 DV2296.No superseded survey control is available for this station.
 DV2296
 DV2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001992(NAD 83)
 DV2296_MARKER: DV = VERTICAL CONTROL DISK
 DV2296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2296_SP_SET: ABUTMENT
 DV2296_STAMPING: G 519 1992
 DV2296_MARK LOGO: NGS   
 DV2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2296+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2296
 DV2296  HISTORY     - Date     Condition        Report By
 DV2296  HISTORY     - 1992     MONUMENTED       NGS
 DV2296  HISTORY     - 20060810 GOOD             GEOCAC
 DV2296
 DV2296                          STATION DESCRIPTION
 DV2296
 DV2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2296'IN PHOENIX, AT THE INTERSECTION OF SOUTH CENTRAL AVENUE AND
 DV2296'INTERSTATE HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST
 DV2296'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE AVENUE, 10.5 M (34.4
 DV2296'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, AND
 DV2296'1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
 DV2296
 DV2296                          STATION RECOVERY (2006)
 DV2296
 DV2296'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0040 ***********************************************************************
 GQ0040  DESIGNATION -  G 52
 GQ0040  PID         -  GQ0040
 GQ0040  STATE/COUNTY-  AZ/COCONINO
 GQ0040  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0040
 GQ0040                         *CURRENT SURVEY CONTROL
 GQ0040  ___________________________________________________________________
 GQ0040* NAD 83(1986)-  36 54 19.     (N)    112 23 44.     (W)     SCALED    
 GQ0040* NAVD 88     -      1548.389  (meters)    5080.01   (feet)  POSTED    
 GQ0040  ___________________________________________________________________
 GQ0040  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 GQ0040  DYNAMIC HT  -        1546.590 (meters)    5074.10  (feet)  COMP
 GQ0040  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 GQ0040
 GQ0040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0040
 GQ0040.The horizontal coordinates were scaled from a topographic map and have
 GQ0040.an estimated accuracy of +/- 6 seconds.
 GQ0040
 GQ0040.The orthometric height was determined by differential leveling
 GQ0040.and adjusted by the National Geodetic Survey in 1992..
 GQ0040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0040.rate of 0.0 thru 1.0 mm/km.
 GQ0040
 GQ0040.The geoid height was determined by GEOID03.
 GQ0040
 GQ0040.The dynamic height is computed by dividing the NAVD 88
 GQ0040.geopotential number by the normal gravity value computed on the
 GQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0040.degrees latitude (g = 980.6199 gals.).
 GQ0040
 GQ0040.The modeled gravity was interpolated from observed gravity values.
 GQ0040
 GQ0040;                    North         East    Units  Estimated Accuracy
 GQ0040;SPC AZ C     -   655,070.      170,690.      MT  (+/- 180 meters Scaled)
 GQ0040
 GQ0040                          SUPERSEDED SURVEY CONTROL
 GQ0040
 GQ0040  NGVD 29 (??/??/92) 1547.431  (m)         5076.86   (f) ADJ UNCH    1 2
 GQ0040
 GQ0040.Superseded values are not recommended for survey control.
 GQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0040.See file dsdata.txt to determine how the superseded data were derived.
 GQ0040
 GQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF756852(NAD 83)
 GQ0040_MARKER: DB = BENCH MARK DISK
 GQ0040_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0040_SP_SET: OUTCROP
 GQ0040_STAMPING: G 52 1934
 GQ0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0040+STABILITY: POSITION/ELEVATION WELL
 GQ0040
 GQ0040  HISTORY     - Date     Condition        Report By
 GQ0040  HISTORY     - 1934     MONUMENTED       CGS
 GQ0040  HISTORY     - 1954     GOOD             USGS
 GQ0040
 GQ0040                          STATION DESCRIPTION
 GQ0040
 GQ0040'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GQ0040'8.2 MI E FROM FREDONIS.
 GQ0040'8.5 MILES SOUTHEAST ALONG US ROUTE 89 FROM FREDONIA COURTHOUSE.  725
 GQ0040'FEET WEST OF INTERSECTION OF HIGHWAY AND ABAONDONED HIGHWAY.  61 FEET
 GQ0040'SOUTH OF OLD HIGHWAY, 20 FEET NORTH OF DRY WASH.  SET IN LIMESTONE
 GQ0040'OUTCROP FLUSH WITH THE GROUND AND ABOUT 10 FEET LOWER THAN OLD
 GQ0040'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2321 ***********************************************************************
 DV2321  DESIGNATION -  G 520
 DV2321  PID         -  DV2321
 DV2321  STATE/COUNTY-  AZ/MARICOPA
 DV2321  USGS QUAD   -  PERRYVILLE (1982)
 DV2321
 DV2321                         *CURRENT SURVEY CONTROL
 DV2321  ___________________________________________________________________
 DV2321* NAD 83(1986)-  33 23 00.     (N)    112 27 16.     (W)     SCALED    
 DV2321* NAVD 88     -       272.021  (meters)     892.46   (feet)  ADJUSTED  
 DV2321  ___________________________________________________________________
 DV2321  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2321  DYNAMIC HT  -         271.711 (meters)     891.44  (feet)  COMP
 DV2321  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 DV2321
 DV2321  VERT ORDER  -  FIRST     CLASS II
 DV2321
 DV2321.The horizontal coordinates were scaled from a topographic map and have
 DV2321.an estimated accuracy of +/- 6 seconds.
 DV2321
 DV2321.The orthometric height was determined by differential leveling
 DV2321.and adjusted by the National Geodetic Survey in November 1993..
 DV2321
 DV2321.The geoid height was determined by GEOID03.
 DV2321
 DV2321.The dynamic height is computed by dividing the NAVD 88
 DV2321.geopotential number by the normal gravity value computed on the
 DV2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2321.degrees latitude (g = 980.6199 gals.).
 DV2321
 DV2321.The modeled gravity was interpolated from observed gravity values.
 DV2321
 DV2321;                    North         East    Units  Estimated Accuracy
 DV2321;SPC AZ C     -   264,390.      163,330.      MT  (+/- 180 meters Scaled)
 DV2321
 DV2321                          SUPERSEDED SURVEY CONTROL
 DV2321
 DV2321.No superseded survey control is available for this station.
 DV2321
 DV2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB647947(NAD 83)
 DV2321_MARKER: I = METAL ROD
 DV2321_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2321_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2321_STAMPING: G 520 1992
 DV2321_MARK LOGO: NGS   
 DV2321_PROJECTION: FLUSH
 DV2321_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2321_ROD/PIPE-DEPTH: 19.2 meters
 DV2321_SLEEVE-DEPTH  : 0.9 meters
 DV2321
 DV2321  HISTORY     - Date     Condition        Report By
 DV2321  HISTORY     - 1992     MONUMENTED       NGS
 DV2321
 DV2321                          STATION DESCRIPTION
 DV2321
 DV2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2321'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2321'BUCKEYE, THENCE 12.7 KM (7.90 MI) EASTERLY ALONG COUNTY ROAD 85, 12.8
 DV2321'M (42.0 FT) SOUTHEAST OF THE ROAD CENTERLINE, 9.6 M (31.5 FT)
 DV2321'NORTHEAST OF A FENCE CORNER, 4.7 M (15.4 FT) SOUTHWEST OF THE CENTER
 DV2321'OF A GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.6 M (2.0
 DV2321'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 DV2321'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2341 ***********************************************************************
 DV2341  DESIGNATION -  G 521
 DV2341  PID         -  DV2341
 DV2341  STATE/COUNTY-  AZ/MARICOPA
 DV2341  USGS QUAD   -  LAVEEN (1973)
 DV2341
 DV2341                         *CURRENT SURVEY CONTROL
 DV2341  ___________________________________________________________________
 DV2341* NAD 83(1986)-  33 16 25.     (N)    112 09 53.     (W)     SCALED    
 DV2341* NAVD 88     -       317.176  (meters)    1040.60   (feet)  ADJUSTED  
 DV2341  ___________________________________________________________________
 DV2341  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2341  DYNAMIC HT  -         316.812 (meters)    1039.41  (feet)  COMP
 DV2341  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DV2341
 DV2341  VERT ORDER  -  FIRST     CLASS II
 DV2341
 DV2341.The horizontal coordinates were scaled from a topographic map and have
 DV2341.an estimated accuracy of +/- 6 seconds.
 DV2341
 DV2341.The orthometric height was determined by differential leveling
 DV2341.and adjusted by the National Geodetic Survey in August 1994..
 DV2341
 DV2341.The geoid height was determined by GEOID03.
 DV2341
 DV2341.The dynamic height is computed by dividing the NAVD 88
 DV2341.geopotential number by the normal gravity value computed on the
 DV2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2341.degrees latitude (g = 980.6199 gals.).
 DV2341
 DV2341.The modeled gravity was interpolated from observed gravity values.
 DV2341
 DV2341;                    North         East    Units  Estimated Accuracy
 DV2341;SPC AZ C     -   252,120.      190,250.      MT  (+/- 180 meters Scaled)
 DV2341
 DV2341                          SUPERSEDED SURVEY CONTROL
 DV2341
 DV2341.No superseded survey control is available for this station.
 DV2341
 DV2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB915822(NAD 83)
 DV2341_MARKER: I = METAL ROD
 DV2341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2341_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2341_STAMPING: G 521 1994
 DV2341_MARK LOGO: NGS   
 DV2341_PROJECTION: FLUSH
 DV2341_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2341+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2341_ROD/PIPE-DEPTH: 3.1  meters
 DV2341_SLEEVE-DEPTH  : 0.9 meters
 DV2341
 DV2341  HISTORY     - Date     Condition        Report By
 DV2341  HISTORY     - 1994     MONUMENTED       NGS
 DV2341  HISTORY     - 20060821 GOOD             GEOCAC
 DV2341
 DV2341                          STATION DESCRIPTION
 DV2341
 DV2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2341'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2341'LAVEEN, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG BELTLINE ROAD, 58.4 M
 DV2341'(191.6 FT) SOUTHWEST OF THE ROAD CENTERLINE, 9.8 M (32.2 FT) WEST OF
 DV2341'AND LEVEL WITH THE CENTER OF A DIRT ROAD, 4.1 M (13.5 FT) WEST OF THE
 DV2341'NORTHEAST CORNER OF A FENCE ENCLOSING A CEMETERY, AND 0.9 M (3.0 FT)
 DV2341'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2341'THROUGH A 5-INCH LOGO CAP.
 DV2341
 DV2341                          STATION RECOVERY (2006)
 DV2341
 DV2341'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2372 ***********************************************************************
 DU2372  DESIGNATION -  G 522
 DU2372  PID         -  DU2372
 DU2372  STATE/COUNTY-  AZ/MARICOPA
 DU2372  USGS QUAD   -  CHANDLER (1981)
 DU2372
 DU2372                         *CURRENT SURVEY CONTROL
 DU2372  ___________________________________________________________________
 DU2372* NAD 83(1986)-  33 19 39.     (N)    111 50 31.     (W)     SCALED    
 DU2372* NAVD 88     -       369.609  (meters)    1212.63   (feet)  ADJUSTED  
 DU2372  ___________________________________________________________________
 DU2372  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2372  DYNAMIC HT  -         369.169 (meters)    1211.18  (feet)  COMP
 DU2372  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 DU2372
 DU2372  VERT ORDER  -  FIRST     CLASS II
 DU2372
 DU2372.The horizontal coordinates were scaled from a topographic map and have
 DU2372.an estimated accuracy of +/- 6 seconds.
 DU2372
 DU2372.The orthometric height was determined by differential leveling
 DU2372.and adjusted by the National Geodetic Survey in August 1994..
 DU2372
 DU2372.The geoid height was determined by GEOID03.
 DU2372
 DU2372.The dynamic height is computed by dividing the NAVD 88
 DU2372.geopotential number by the normal gravity value computed on the
 DU2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2372.degrees latitude (g = 980.6199 gals.).
 DU2372
 DU2372.The modeled gravity was interpolated from observed gravity values.
 DU2372
 DU2372;                    North         East    Units  Estimated Accuracy
 DU2372;SPC AZ C     -   258,070.      220,320.      MT  (+/- 180 meters Scaled)
 DU2372
 DU2372                          SUPERSEDED SURVEY CONTROL
 DU2372
 DU2372.No superseded survey control is available for this station.
 DU2372
 DU2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216879(NAD 83)
 DU2372_MARKER: I = METAL ROD
 DU2372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2372_SP_SET: STAINLESS STEEL ROD
 DU2372_STAMPING: G 522 1994
 DU2372_MARK LOGO: NGS   
 DU2372_PROJECTION: FLUSH
 DU2372_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2372+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DU2372_ROD/PIPE-DEPTH: 3.6  meters
 DU2372
 DU2372  HISTORY     - Date     Condition        Report By
 DU2372  HISTORY     - 1994     MONUMENTED       NGS
 DU2372  HISTORY     - 20051112 GOOD             GEOCAC
 DU2372
 DU2372                          STATION DESCRIPTION
 DU2372
 DU2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2372'IN CHANDLER, AT THE INTERSECTION OF ARIZONA AVENUE AND KNOX ROAD, 14.0
 DU2372'M (45.9 FT) WEST OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES
 DU2372'OF THE AVENUE, 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF THE
 DU2372'EASTBOUND LANES OF THE ROAD, 5.8 M (19.0 FT) SOUTH OF A FIRE HYDRANT,
 DU2372'2.0 M (6.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE FOOTING
 DU2372'FOR AN ECONOLITE SIGNAL BOX, AND 0.3 M (1.0 FT) NORTH OF THE
 DU2372'NORTHEAST CORNER OF A CONCRETE WALL.  NOTE--ACCESS TO THE DATUM POINT
 DU2372'IS THROUGH A 5-INCH LOGO CAP.
 DU2372
 DU2372                          STATION RECOVERY (2005)
 DU2372
 DU2372'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0668 ***********************************************************************
 FR0668  DESIGNATION -  G 53
 FR0668  PID         -  FR0668
 FR0668  STATE/COUNTY-  AZ/MOHAVE
 FR0668  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0668
 FR0668                         *CURRENT SURVEY CONTROL
 FR0668  ___________________________________________________________________
 FR0668* NAD 83(1986)-  35 33 20.     (N)    113 52 43.     (W)     SCALED    
 FR0668* NAVD 88     -       912.070  (meters)    2992.35   (feet)  POSTED    
 FR0668  ___________________________________________________________________
 FR0668  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0668  DYNAMIC HT  -         911.010 (meters)    2988.87  (feet)  COMP
 FR0668  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 FR0668
 FR0668  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0668
 FR0668.The horizontal coordinates were scaled from a topographic map and have
 FR0668.an estimated accuracy of +/- 6 seconds.
 FR0668
 FR0668.The orthometric height was determined by differential leveling
 FR0668.and adjusted by the National Geodetic Survey in 1992..
 FR0668.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0668.rate of 0.0 thru 1.0 mm/km.
 FR0668
 FR0668.The geoid height was determined by GEOID03.
 FR0668
 FR0668.The dynamic height is computed by dividing the NAVD 88
 FR0668.geopotential number by the normal gravity value computed on the
 FR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0668.degrees latitude (g = 980.6199 gals.).
 FR0668
 FR0668.The modeled gravity was interpolated from observed gravity values.
 FR0668
 FR0668;                    North         East    Units  Estimated Accuracy
 FR0668;SPC AZ W     -   505,230.      201,700.      MT  (+/- 180 meters Scaled)
 FR0668
 FR0668                          SUPERSEDED SURVEY CONTROL
 FR0668
 FR0668  NGVD 29 (??/??/92)  911.297  (m)         2989.81   (f) ADJ UNCH    1 1
 FR0668
 FR0668.Superseded values are not recommended for survey control.
 FR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0668.See file dsdata.txt to determine how the superseded data were derived.
 FR0668
 FR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE390384(NAD 83)
 FR0668_MARKER: DB = BENCH MARK DISK
 FR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0668_STAMPING: G 53 1934
 FR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0668+STABILITY: SURFACE MOTION
 FR0668
 FR0668  HISTORY     - Date     Condition        Report By
 FR0668  HISTORY     - 1934     MONUMENTED       CGS
 FR0668  HISTORY     - 1940     GOOD             NGS
 FR0668
 FR0668                          STATION DESCRIPTION
 FR0668
 FR0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0668'15.6 MI N FROM HACKBERRY.
 FR0668'15.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0668'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 2.7 MILES
 FR0668'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 0.5 MILE
 FR0668'SOUTHEAST OF A CATTLE GUARD, 11 FEET WEST OF THE CENTERLINE OF THE
 FR0668'ROAD, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0668'DISK, STAMPED G 53 1934, AND SET IN THE TOP OF A CONCRETE POST
 FR0668'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0400 ***********************************************************************
 GR0400  DESIGNATION -  G 54
 GR0400  PID         -  GR0400
 GR0400  STATE/COUNTY-  AZ/MOHAVE
 GR0400  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0400
 GR0400                         *CURRENT SURVEY CONTROL
 GR0400  ___________________________________________________________________
 GR0400* NAD 83(1986)-  36 06 56.     (N)    114 01 16.     (W)     SCALED    
 GR0400* NAVD 88     -       488.545  (meters)    1602.83   (feet)  POSTED    
 GR0400  ___________________________________________________________________
 GR0400  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0400  DYNAMIC HT  -         488.050 (meters)    1601.21  (feet)  COMP
 GR0400  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 GR0400
 GR0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0400
 GR0400.The horizontal coordinates were scaled from a topographic map and have
 GR0400.an estimated accuracy of +/- 6 seconds.
 GR0400
 GR0400.The orthometric height was determined by differential leveling
 GR0400.and adjusted by the National Geodetic Survey in 1992..
 GR0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0400.rate of 0.0 thru 1.0 mm/km.
 GR0400
 GR0400.The geoid height was determined by GEOID03.
 GR0400
 GR0400.The dynamic height is computed by dividing the NAVD 88
 GR0400.geopotential number by the normal gravity value computed on the
 GR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0400.degrees latitude (g = 980.6199 gals.).
 GR0400
 GR0400.The modeled gravity was interpolated from observed gravity values.
 GR0400
 GR0400;                    North         East    Units  Estimated Accuracy
 GR0400;SPC AZ W     -   567,390.      188,950.      MT  (+/- 180 meters Scaled)
 GR0400
 GR0400                          SUPERSEDED SURVEY CONTROL
 GR0400
 GR0400  NGVD 29 (??/??/92)  487.857  (m)         1600.58   (f) ADJ UNCH    1 1
 GR0400
 GR0400.Superseded values are not recommended for survey control.
 GR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0400.See file dsdata.txt to determine how the superseded data were derived.
 GR0400
 GR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA681008(NAD 83)
 GR0400_MARKER: DB = BENCH MARK DISK
 GR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0400_STAMPING: G 54 1934
 GR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0400+STABILITY: SURFACE MOTION
 GR0400
 GR0400  HISTORY     - Date     Condition        Report By
 GR0400  HISTORY     - 1934     MONUMENTED       CGS
 GR0400  HISTORY     - 1950     GOOD             NGS
 GR0400
 GR0400                          STATION DESCRIPTION
 GR0400
 GR0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0400'1.1 MI SW FROM PIERCES FERRY.
 GR0400'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0400'STATION AT PIERCES FERRY, THENCE 0.6 MILE SOUTHWEST ALONG AN OLD
 GR0400'ABANDONED ROAD, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A NARROW
 GR0400'RIDGE, AT A POINT WHERE THE ROAD STARTS DESCENDING TO LAKE MEAD, 95
 GR0400'FEET WEST OF THE APPROXIMATE CENTER OF A DEEP WASH, 20 FEET SOUTHEAST
 GR0400'OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST,
 GR0400'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0400'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0140 ***********************************************************************
 GQ0140  DESIGNATION -  G 55
 GQ0140  PID         -  GQ0140
 GQ0140  STATE/COUNTY-  AZ/MOHAVE
 GQ0140  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0140
 GQ0140                         *CURRENT SURVEY CONTROL
 GQ0140  ___________________________________________________________________
 GQ0140* NAD 83(1986)-  36 50 49.     (N)    113 58 41.     (W)     SCALED    
 GQ0140* NAVD 88     -       525.958  (meters)    1725.58   (feet)  ADJUSTED  
 GQ0140  ___________________________________________________________________
 GQ0140  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GQ0140  DYNAMIC HT  -         525.429 (meters)    1723.85  (feet)  COMP
 GQ0140  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 GQ0140
 GQ0140  VERT ORDER  -  FIRST     CLASS I
 GQ0140
 GQ0140.The horizontal coordinates were scaled from a topographic map and have
 GQ0140.an estimated accuracy of +/- 6 seconds.
 GQ0140
 GQ0140.The orthometric height was determined by differential leveling
 GQ0140.and adjusted by the National Geodetic Survey in June 1991..
 GQ0140
 GQ0140.The geoid height was determined by GEOID03.
 GQ0140
 GQ0140.The dynamic height is computed by dividing the NAVD 88
 GQ0140.geopotential number by the normal gravity value computed on the
 GQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0140.degrees latitude (g = 980.6199 gals.).
 GQ0140
 GQ0140.The modeled gravity was interpolated from observed gravity values.
 GQ0140
 GQ0140;                    North         East    Units  Estimated Accuracy
 GQ0140;SPC AZ W     -   648,530.      193,020.      MT  (+/- 180 meters Scaled)
 GQ0140
 GQ0140                          SUPERSEDED SURVEY CONTROL
 GQ0140
 GQ0140  NGVD 29 (??/??/92)  525.231  (m)         1723.20   (f) ADJ UNCH    1 1
 GQ0140
 GQ0140.Superseded values are not recommended for survey control.
 GQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0140.See file dsdata.txt to determine how the superseded data were derived.
 GQ0140
 GQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF344820(NAD 83)
 GQ0140_MARKER: DB = BENCH MARK DISK
 GQ0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GQ0140_SP_SET: ABUTMENT
 GQ0140_STAMPING: G 55 1934
 GQ0140_MARK LOGO: CGS   
 GQ0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0140
 GQ0140  HISTORY     - Date     Condition        Report By
 GQ0140  HISTORY     - 1934     MONUMENTED       CGS
 GQ0140  HISTORY     - 1960     GOOD             NGS
 GQ0140  HISTORY     - 1979     GOOD             USGS
 GQ0140  HISTORY     - 1982     GOOD             NGS
 GQ0140
 GQ0140                          STATION DESCRIPTION
 GQ0140
 GQ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0140'6.3 MI NE FROM MESQUITE, NV.
 GQ0140'IN MOHAVE COUNTY, ARIZONA, 6.3 MILES NORTHEAST ALONG U. S. HIGHWAY 91
 GQ0140'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA AT THE NORTH
 GQ0140'END OF A 100-FOOT WOODEN BRIDGE OVER BIG BEND CREEK, IN THE EAST END
 GQ0140'OF THE NORTH CONCRETE ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE
 GQ0140'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 55
 GQ0140'1934.
 GQ0140
 GQ0140                          STATION RECOVERY (1979)
 GQ0140
 GQ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0140'4.15 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0140'ON INTERSTATE HIGHWAY 15. AT THE NORTH END OF A 100 FOOT WOODEN
 GQ0140'BRIDGE OVER BIG BEND WASH, IN THE EAST END OF THE NORTH CONCRETE
 GQ0140'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 GQ0140'LEVEL WITH THE HIGHWAY. A STANDARD USC AND GS BRONZE DISK, STAMPED G
 GQ0140'55 1934.
 GQ0140
 GQ0140                          STATION RECOVERY (1982)
 GQ0140
 GQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0140'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0140'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0140'MESQUITE, THENCE 9.65 KM (6.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0140'IN TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT AT THE NORTHEAST END
 GQ0140'OF THE WOODEN BRIDGE OVER BIG BEND WASH, 3.6 METERS (12 FT) SOUTHEAST
 GQ0140'OF THE HIGHWAY CENTERLINE.
 GQ0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0201 ***********************************************************************
 DV0201  DESIGNATION -  G 56
 DV0201  PID         -  DV0201
 DV0201  STATE/COUNTY-  AZ/MARICOPA
 DV0201  USGS QUAD   -  GLENDALE (1982)
 DV0201
 DV0201                         *CURRENT SURVEY CONTROL
 DV0201  ___________________________________________________________________
 DV0201* NAD 83(1986)-  33 30 35.     (N)    112 09 06.     (W)     SCALED    
 DV0201* NAVD 88     -       348.00   (+/-2cm)    1141.7    (feet)  VERTCON   
 DV0201  ___________________________________________________________________
 DV0201  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0201
 DV0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0201
 DV0201.The horizontal coordinates were scaled from a topographic map and have
 DV0201.an estimated accuracy of +/- 6 seconds.
 DV0201
 DV0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0201.The vertical order pertains to the NGVD 29 superseded value.
 DV0201
 DV0201.The geoid height was determined by GEOID03.
 DV0201
 DV0201;                    North         East    Units  Estimated Accuracy
 DV0201;SPC AZ C     -   278,300.      191,530.      MT  (+/- 180 meters Scaled)
 DV0201
 DV0201                          SUPERSEDED SURVEY CONTROL
 DV0201
 DV0201  NGVD 29 (??/??/92)  347.42   (m)         1139.8    (f) COMPUTED    2 0
 DV0201
 DV0201.Superseded values are not recommended for survey control.
 DV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0201.See file dsdata.txt to determine how the superseded data were derived.
 DV0201
 DV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930083(NAD 83)
 DV0201_MARKER: DB = BENCH MARK DISK
 DV0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0201_STAMPING: G 56 1934
 DV0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0201+STABILITY: SURFACE MOTION
 DV0201
 DV0201  HISTORY     - Date     Condition        Report By
 DV0201  HISTORY     - 1934     MONUMENTED       CGS
 DV0201  HISTORY     - 1949     MARK NOT FOUND   NGS
 DV0201
 DV0201                          STATION DESCRIPTION
 DV0201
 DV0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0201'6.2 MI W FROM PHOENIX.
 DV0201'6.2 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT PHOENIX, MARICOPA
 DV0201'COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND THE BLACK CANYON
 DV0201'ROAD, LEADING NORTH TO PRESCOTT, 43 FEET WEST OF THE BLACK CANYON
 DV0201'ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 22 FEET WEST
 DV0201'OF AN IRRIGATION HEADGATE.  THE POST PROJECTS 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0182 ***********************************************************************
 ET0182  DESIGNATION -  G 57
 ET0182  PID         -  ET0182
 ET0182  STATE/COUNTY-  AZ/YAVAPAI
 ET0182  USGS QUAD   -  BUMBLE BEE (1969)
 ET0182
 ET0182                         *CURRENT SURVEY CONTROL
 ET0182  ___________________________________________________________________
 ET0182* NAD 83(1986)-  34 07 47.     (N)    112 09 51.     (W)     SCALED    
 ET0182* NAVD 88     -       787.07   (+/-2cm)    2582.2    (feet)  VERTCON   
 ET0182  ___________________________________________________________________
 ET0182  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 ET0182
 ET0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0182
 ET0182.The horizontal coordinates were scaled from a topographic map and have
 ET0182.an estimated accuracy of +/- 6 seconds.
 ET0182
 ET0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0182.The vertical order pertains to the NGVD 29 superseded value.
 ET0182
 ET0182.The geoid height was determined by GEOID03.
 ET0182
 ET0182;                    North         East    Units  Estimated Accuracy
 ET0182;SPC AZ C     -   347,070.      190,530.      MT  (+/- 180 meters Scaled)
 ET0182
 ET0182                          SUPERSEDED SURVEY CONTROL
 ET0182
 ET0182  NGVD 29 (??/??/92)  786.421  (m)         2580.12   (f) ADJ UNCH    2 0
 ET0182
 ET0182.Superseded values are not recommended for survey control.
 ET0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0182.See file dsdata.txt to determine how the superseded data were derived.
 ET0182
 ET0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC926771(NAD 83)
 ET0182_MARKER: DB = BENCH MARK DISK
 ET0182_SETTING: 66 = SET IN ROCK OUTCROP
 ET0182_SP_SET: GRANITE ROCK
 ET0182_STAMPING: G 57 1934
 ET0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0182+STABILITY: POSITION/ELEVATION WELL
 ET0182
 ET0182  HISTORY     - Date     Condition        Report By
 ET0182  HISTORY     - 1934     MONUMENTED       CGS
 ET0182
 ET0182                          STATION DESCRIPTION
 ET0182
 ET0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0182'6.8 MI N FROM ROCK SPRINGS.
 ET0182'6.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0182'SPRINGS (FORMERLY CANON), YAVAPAI COUNTY, 100 FEET NORTHWEST OF THE
 ET0182'SUMMIT OF BLACK CANYON HILL, 125 YARDS SOUTH OF A LARGE WASH, 50 FEET
 ET0182'NORTHEAST OF A GALVANIZED-IRON CULVERT, AT A SHARP TURN IN THE
 ET0182'HIGHWAY, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A LARGE
 ET0182'LEDGE, AND IN THE TOP OF A LARGE FLAT GRANITE ROCK.  A STANDARD DISK,
 ET0182'STAMPED G 57 1934.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT EAST OF THE
 ET0182'OLD ONE.  THE MARK IS LOCATED ALONG THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0716 ***********************************************************************
 DU0716  DESIGNATION -  G 58
 DU0716  PID         -  DU0716
 DU0716  STATE/COUNTY-  AZ/MARICOPA
 DU0716  USGS QUAD   -  CHANDLER (1981)
 DU0716
 DU0716                         *CURRENT SURVEY CONTROL
 DU0716  ___________________________________________________________________
 DU0716* NAD 83(1986)-  33 21 05.     (N)    111 49 59.     (W)     SCALED    
 DU0716* NAVD 88     -       370.38   (+/-2cm)    1215.2    (feet)  VERTCON   
 DU0716  ___________________________________________________________________
 DU0716  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU0716
 DU0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0716
 DU0716.The horizontal coordinates were scaled from a topographic map and have
 DU0716.an estimated accuracy of +/- 6 seconds.
 DU0716
 DU0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0716.The vertical order pertains to the NGVD 29 superseded value.
 DU0716
 DU0716.The geoid height was determined by GEOID03.
 DU0716
 DU0716;                    North         East    Units  Estimated Accuracy
 DU0716;SPC AZ C     -   260,720.      221,140.      MT  (+/- 180 meters Scaled)
 DU0716
 DU0716                          SUPERSEDED SURVEY CONTROL
 DU0716
 DU0716  NGVD 29 (??/??/92)  369.830  (m)         1213.35   (f) ADJ UNCH    2 0
 DU0716
 DU0716.Superseded values are not recommended for survey control.
 DU0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0716.See file dsdata.txt to determine how the superseded data were derived.
 DU0716
 DU0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224905(NAD 83)
 DU0716_MARKER: DB = BENCH MARK DISK
 DU0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0716_STAMPING: G-58 1934
 DU0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0716+STABILITY: SURFACE MOTION
 DU0716
 DU0716  HISTORY     - Date     Condition        Report By
 DU0716  HISTORY     - 1934     MONUMENTED       CGS
 DU0716  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0716  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU0716
 DU0716                          STATION DESCRIPTION
 DU0716
 DU0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0716'4.1 MI S FROM MESA.
 DU0716'4.1 MI SOUTH ON S.P. RY, FROM DEPOT (3.2 MI NORTH OF CHANDLER) 9 FEET
 DU0716'SOUTH OF MILE POLE NO. 926, 48 FEET EAST OF THE CENTERLINE OF THE
 DU0716'TRACK AND IN THE LINE OF TELEPHONE POLES.
 DU0716
 DU0716                          STATION RECOVERY (1994)
 DU0716
 DU0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0716'MARK NOT FOUND.
 DU0716
 DU0716                          STATION RECOVERY (2005)
 DU0716
 DU0716'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0716'FOUND MILE POLE 926, BUT 48 FEET EAST OF THE POLE IS A FARMERS FIELD
 DU0716'AND PILES OF DIRT AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0161 ***********************************************************************
 FQ0161  DESIGNATION -  G 6
 FQ0161  PID         -  FQ0161
 FQ0161  STATE/COUNTY-  AZ/COCONINO
 FQ0161  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0161
 FQ0161                         *CURRENT SURVEY CONTROL
 FQ0161  ___________________________________________________________________
 FQ0161* NAD 83(1986)-  35 52 34.     (N)    111 24 43.     (W)     SCALED    
 FQ0161* NAVD 88     -      1280.186  (meters)    4200.08   (feet)  ADJUSTED  
 FQ0161  ___________________________________________________________________
 FQ0161  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0161  DYNAMIC HT  -        1278.594 (meters)    4194.85  (feet)  COMP
 FQ0161  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 FQ0161
 FQ0161  VERT ORDER  -  FIRST     CLASS II
 FQ0161
 FQ0161.The horizontal coordinates were scaled from a topographic map and have
 FQ0161.an estimated accuracy of +/- 6 seconds.
 FQ0161
 FQ0161.The orthometric height was determined by differential leveling
 FQ0161.and adjusted by the National Geodetic Survey in June 1991..
 FQ0161
 FQ0161.The geoid height was determined by GEOID03.
 FQ0161
 FQ0161.The dynamic height is computed by dividing the NAVD 88
 FQ0161.geopotential number by the normal gravity value computed on the
 FQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0161.degrees latitude (g = 980.6199 gals.).
 FQ0161
 FQ0161.The modeled gravity was interpolated from observed gravity values.
 FQ0161
 FQ0161;                    North         East    Units  Estimated Accuracy
 FQ0161;SPC AZ C     -   540,890.      258,930.      MT  (+/- 180 meters Scaled)
 FQ0161
 FQ0161                          SUPERSEDED SURVEY CONTROL
 FQ0161
 FQ0161  NGVD 29 (??/??/92) 1279.323  (m)         4197.25   (f) ADJ UNCH    1 2
 FQ0161
 FQ0161.Superseded values are not recommended for survey control.
 FQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0161.See file dsdata.txt to determine how the superseded data were derived.
 FQ0161
 FQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE628702(NAD 83)
 FQ0161_MARKER: DB = BENCH MARK DISK
 FQ0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0161_SP_SET: ABUTMENT
 FQ0161_STAMPING: ELEV 4197.246 FT G 6 1921
 FQ0161_MARK LOGO: CGS   
 FQ0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0161
 FQ0161  HISTORY     - Date     Condition        Report By
 FQ0161  HISTORY     - 1921     MONUMENTED       CGS
 FQ0161  HISTORY     - 1955     GOOD             NGS
 FQ0161  HISTORY     - 1983     GOOD             NGS
 FQ0161
 FQ0161                          STATION DESCRIPTION
 FQ0161
 FQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0161'IN CAMERON.
 FQ0161'AT CAMERON, COCONINO COUNTY, AT THE SUSPENSION BRIDGE OVER LITTLE
 FQ0161'COLORADO RIVER, IN THE TOP OF THE EAST WINGWALL OF THE SOUTH ABUTMENT,
 FQ0161'13.5 FEET NORTH OF THE SOUTH END OF THE WALL, AND 9 INCHES WEST OF THE
 FQ0161'EAST FACE.  A STANDARD DISK, STAMPED ELEV 4197.246 FT G 6 1921.
 FQ0161
 FQ0161                          STATION RECOVERY (1983)
 FQ0161
 FQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0161'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0161'0.2 KM (0.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0161'CAMERON, IN THE TOP CENTER OF THE SOUTHEAST WINGWALL FOR THE
 FQ0161'SUSPENSION BRIDGE OVER THE LITTLE COLORADO RIVER, 91.4 METERS (100 FT)
 FQ0161'WEST OF THE CENTER OF THE NEW BRIDGE, 3.9 METERS (13.5 FT) NORTHWEST
 FQ0161'OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL.
 FQ0161'THE MARK IS 3.0 M BELOW THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0543 ***********************************************************************
 FS0543  DESIGNATION -  G 60
 FS0543  PID         -  FS0543
 FS0543  STATE/COUNTY-  AZ/MOHAVE
 FS0543  USGS QUAD   -  CHLORIDE (1968)
 FS0543
 FS0543                         *CURRENT SURVEY CONTROL
 FS0543  ___________________________________________________________________
 FS0543* NAD 83(1986)-  35 24 54.     (N)    114 12 39.     (W)     SCALED    
 FS0543* NAVD 88     -      1206.242  (meters)    3957.48   (feet)  ADJUSTED  
 FS0543  ___________________________________________________________________
 FS0543  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0543  DYNAMIC HT  -        1204.806 (meters)    3952.77  (feet)  COMP
 FS0543  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 FS0543  OBS GRAVITY -     979,402.7   (mgal)                       GRAV_OBS
 FS0543
 FS0543  VERT ORDER  -  FIRST     CLASS II
 FS0543
 FS0543.The horizontal coordinates were scaled from a topographic map and have
 FS0543.an estimated accuracy of +/- 6 seconds.
 FS0543
 FS0543.The orthometric height was determined by differential leveling
 FS0543.and adjusted by the National Geodetic Survey in June 1991..
 FS0543
 FS0543.The geoid height was determined by GEOID03.
 FS0543
 FS0543.The dynamic height is computed by dividing the NAVD 88
 FS0543.geopotential number by the normal gravity value computed on the
 FS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0543.degrees latitude (g = 980.6199 gals.).
 FS0543
 FS0543.The modeled gravity was interpolated from observed gravity values.
 FS0543.The observed gravity was obtained from relative gravimeter ties
 FS0543.to the IGSN71 gravity network.
 FS0543
 FS0543;                    North         East    Units  Estimated Accuracy
 FS0543;SPC AZ W     -   489,730.      171,510.      MT  (+/- 180 meters Scaled)
 FS0543
 FS0543                          SUPERSEDED SURVEY CONTROL
 FS0543
 FS0543  NGVD 29 (??/??/92) 1205.418  (m)         3954.78   (f) ADJ UNCH    1 2
 FS0543
 FS0543.Superseded values are not recommended for survey control.
 FS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0543.See file dsdata.txt to determine how the superseded data were derived.
 FS0543
 FS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV532226(NAD 83)
 FS0543_MARKER: DB = BENCH MARK DISK
 FS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0543_STAMPING: G 60 1934
 FS0543_MARK LOGO: CGS   
 FS0543_PROJECTION: PROJECTING 16 CENTIMETERS
 FS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0543+STABILITY: SURFACE MOTION
 FS0543
 FS0543  HISTORY     - Date     Condition        Report By
 FS0543  HISTORY     - 1934     MONUMENTED       CGS
 FS0543  HISTORY     - 1940     GOOD             NGS
 FS0543  HISTORY     - 1982     GOOD             NGS
 FS0543  HISTORY     - 1982     GOOD             NGS
 FS0543
 FS0543                          STATION DESCRIPTION
 FS0543
 FS0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0543'0.8 MI NW FROM CHLORIDE.
 FS0543'0.8 MILE NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, ABOUT 400
 FS0543'FEET NORTHWEST OF A LARGE CONCRETE CULVERT ON STATE HIGHWAY 62, 30
 FS0543'FEET WEST OF THE CENTER OF A WASH CROSSING THE ROAD, 27 FEET
 FS0543'SOUTH OF THE CENTERLINE OF THE OLD ROAD AND 2 FEET EAST OF A
 FS0543'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 60 1934
 FS0543'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0543'ABOVE GROUND.
 FS0543
 FS0543                          STATION RECOVERY (1982)
 FS0543
 FS0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0543'1.3 KM (0.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0543'IN CHLORIDE, 0.4 KM (0.25 MI) WEST OF THE SOUTHWEST CORNER OF A SCHOOL
 FS0543'YARD, 121.9 METERS (400 FT) NORTHWEST OF A CULVERT UNDER STATE HIGHWAY
 FS0543'62, 9.1 METERS (30 FT) WEST OF A WASH, 8.2 METERS (27 FT) SOUTH OF THE
 FS0543'CENTERLINE OF THE OLD HIGHWAY.
 FS0543'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0543'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0543
 FS0543                          STATION RECOVERY (1982)
 FS0543
 FS0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0543'1.3 KM (0.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0543'IN CHLORIDE, 0.4 KM (0.25 MI) WEST OF THE SOUTHWEST CORNER OF A SCHOOL
 FS0543'YARD, 121.9 METERS (400 FT) NORTHWEST OF A CULVERT UNDER STATE HIGHWAY
 FS0543'62, 9.1 METERS (30 FT) WEST OF A WASH, 8.2 METERS (27 FT) SOUTH OF THE
 FS0543'CENTERLINE OF THE OLD HIGHWAY.
 FS0543'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0543'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0023 ***********************************************************************
 FR0023  DESIGNATION -  G 61
 FR0023  PID         -  FR0023
 FR0023  STATE/COUNTY-  AZ/COCONINO
 FR0023  USGS QUAD   -  MILLER TANK (1981)
 FR0023
 FR0023                         *CURRENT SURVEY CONTROL
 FR0023  ___________________________________________________________________
 FR0023* NAD 83(1986)-  35 43 48.     (N)    112 15 12.     (W)     SCALED    
 FR0023* NAVD 88     -      1760.861  (meters)    5777.09   (feet)  POSTED    
 FR0023  ___________________________________________________________________
 FR0023  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0023  DYNAMIC HT  -        1758.560 (meters)    5769.54  (feet)  COMP
 FR0023  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0023
 FR0023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0023
 FR0023.The horizontal coordinates were scaled from a topographic map and have
 FR0023.an estimated accuracy of +/- 6 seconds.
 FR0023
 FR0023.The orthometric height was determined by differential leveling
 FR0023.and adjusted by the National Geodetic Survey in 1992..
 FR0023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0023.rate of 0.0 thru 1.0 mm/km.
 FR0023
 FR0023.The geoid height was determined by GEOID03.
 FR0023
 FR0023.The dynamic height is computed by dividing the NAVD 88
 FR0023.geopotential number by the normal gravity value computed on the
 FR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0023.degrees latitude (g = 980.6199 gals.).
 FR0023
 FR0023.The modeled gravity was interpolated from observed gravity values.
 FR0023
 FR0023;                    North         East    Units  Estimated Accuracy
 FR0023;SPC AZ C     -   524,610.      182,910.      MT  (+/- 180 meters Scaled)
 FR0023
 FR0023                          SUPERSEDED SURVEY CONTROL
 FR0023
 FR0023  NGVD 29 (??/??/92) 1760.014  (m)         5774.31   (f) ADJ UNCH    2 0
 FR0023
 FR0023.Superseded values are not recommended for survey control.
 FR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0023.See file dsdata.txt to determine how the superseded data were derived.
 FR0023
 FR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE866547(NAD 83)
 FR0023_MARKER: DB = BENCH MARK DISK
 FR0023_SETTING: 80 = SET IN A BOULDER
 FR0023_SP_SET: BOULDER
 FR0023_STAMPING: G 61 1934
 FR0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0023+STABILITY: SURFACE MOTION
 FR0023
 FR0023  HISTORY     - Date     Condition        Report By
 FR0023  HISTORY     - 1934     MONUMENTED       CGS
 FR0023
 FR0023                          STATION DESCRIPTION
 FR0023
 FR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0023'28.5 MI S FROM GRAND CANYON.
 FR0023'ABOUT 28-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0023'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 7
 FR0023'POLES NORTH OF MILEPOST 35, 24 FEET SOUTHEAST OF THE SOUTHEAST END OF
 FR0023'BRIDGE 36 B, 47 FEET EAST OF A ROW OF POLES, AT THE NORTH END OF A
 FR0023'5-FOOT LIMESTONE CUT, 20 FEET EAST OF THE CENTER LINE OF THE TRACK,
 FR0023'AND IN THE TOP OF A LIMESTONE BOULDER.  A STANDARD DISK, STAMPED G 61
 FR0023'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0317 ***********************************************************************
 GP0317  DESIGNATION -  G 62
 GP0317  PID         -  GP0317
 GP0317  STATE/COUNTY-  AZ/COCONINO
 GP0317  USGS QUAD   -  DESERT VIEW (1988)
 GP0317
 GP0317                         *CURRENT SURVEY CONTROL
 GP0317  ___________________________________________________________________
 GP0317* NAD 83(1986)-  36 00 07.     (N)    111 47 54.     (W)     SCALED    
 GP0317* NAVD 88     -      2085.989  (meters)    6843.78   (feet)  POSTED    
 GP0317  ___________________________________________________________________
 GP0317  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GP0317  DYNAMIC HT  -        2083.190 (meters)    6834.60  (feet)  COMP
 GP0317  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 GP0317
 GP0317  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0317
 GP0317.The horizontal coordinates were scaled from a topographic map and have
 GP0317.an estimated accuracy of +/- 6 seconds.
 GP0317
 GP0317.The orthometric height was determined by differential leveling
 GP0317.and adjusted by the National Geodetic Survey in 1992..
 GP0317.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0317.rate of 0.0 thru 1.0 mm/km.
 GP0317
 GP0317.The geoid height was determined by GEOID03.
 GP0317
 GP0317.The dynamic height is computed by dividing the NAVD 88
 GP0317.geopotential number by the normal gravity value computed on the
 GP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0317.degrees latitude (g = 980.6199 gals.).
 GP0317
 GP0317.The modeled gravity was interpolated from observed gravity values.
 GP0317
 GP0317;                    North         East    Units  Estimated Accuracy
 GP0317;SPC AZ C     -   554,740.      224,030.      MT  (+/- 180 meters Scaled)
 GP0317
 GP0317                          SUPERSEDED SURVEY CONTROL
 GP0317
 GP0317  NGVD 29 (??/??/92) 2085.000  (m)         6840.54   (f) ADJ UNCH    2 0
 GP0317
 GP0317.Superseded values are not recommended for survey control.
 GP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0317.See file dsdata.txt to determine how the superseded data were derived.
 GP0317
 GP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE280844(NAD 83)
 GP0317_MARKER: DB = BENCH MARK DISK
 GP0317_SETTING: 66 = SET IN ROCK OUTCROP
 GP0317_SP_SET: SANDSTONE OUTCROP
 GP0317_STAMPING: G 62 1934
 GP0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0317+STABILITY: POSITION/ELEVATION WELL
 GP0317
 GP0317  HISTORY     - Date     Condition        Report By
 GP0317  HISTORY     - 1934     MONUMENTED       CGS
 GP0317
 GP0317                          STATION DESCRIPTION
 GP0317
 GP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0317'29.1 MI E FROM GRAND CANYON.
 GP0317'ABOUT 29.1 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0317'GRAND CANYON, COCONINO COUNTY, ABOUT 0.4 MILE EAST OF THE GRAND CANYON
 GP0317'NATIONAL PARK BOUNDARY, ABOUT 40 YARDS NORTHEAST OF A 2-FOOT
 GP0317'GALVANIZED-IRON CULVERT, 132 FEET NORTHEAST OF THE CENTER LINE OF THE
 GP0317'HIGHWAY, 5 FEET SOUTHWEST OF A SMALL ROCK MOUND, AND IN THE TOP OF THE
 GP0317'SOUTH EDGE OF A LARGE SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED G
 GP0317'62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0170 ***********************************************************************
 GP0170  DESIGNATION -  G 63
 GP0170  PID         -  GP0170
 GP0170  STATE/COUNTY-  AZ/COCONINO
 GP0170  USGS QUAD   -  TUBA CITY SE (1969)
 GP0170
 GP0170                         *CURRENT SURVEY CONTROL
 GP0170  ___________________________________________________________________
 GP0170* NAD 83(1986)-  36 00 00.     (N)    111 02 14.     (W)     SCALED    
 GP0170* NAVD 88     -      1777.664  (meters)    5832.22   (feet)  ADJUSTED  
 GP0170  ___________________________________________________________________
 GP0170  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0170  DYNAMIC HT  -        1775.346 (meters)    5824.61  (feet)  COMP
 GP0170  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 GP0170
 GP0170  VERT ORDER  -  SECOND    CLASS 0
 GP0170
 GP0170.The horizontal coordinates were scaled from a topographic map and have
 GP0170.an estimated accuracy of +/- 6 seconds.
 GP0170
 GP0170.The orthometric height was determined by differential leveling
 GP0170.and adjusted by the National Geodetic Survey in June 1991..
 GP0170
 GP0170.The geoid height was determined by GEOID03.
 GP0170
 GP0170.The dynamic height is computed by dividing the NAVD 88
 GP0170.geopotential number by the normal gravity value computed on the
 GP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0170.degrees latitude (g = 980.6199 gals.).
 GP0170
 GP0170.The modeled gravity was interpolated from observed gravity values.
 GP0170
 GP0170;                    North         East    Units  Estimated Accuracy
 GP0170;SPC AZ C     -   554,870.      292,650.      MT  (+/- 180 meters Scaled)
 GP0170
 GP0170                          SUPERSEDED SURVEY CONTROL
 GP0170
 GP0170  NGVD 29 (??/??/92) 1776.718  (m)         5829.12   (f) ADJ UNCH    2 0
 GP0170
 GP0170.Superseded values are not recommended for survey control.
 GP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0170.See file dsdata.txt to determine how the superseded data were derived.
 GP0170
 GP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE966839(NAD 83)
 GP0170_MARKER: DB = BENCH MARK DISK
 GP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0170_STAMPING: G 63 1934
 GP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0170+STABILITY: SURFACE MOTION
 GP0170
 GP0170  HISTORY     - Date     Condition        Report By
 GP0170  HISTORY     - 1934     MONUMENTED       CGS
 GP0170  HISTORY     - 1969     MARK NOT FOUND   NGS
 GP0170
 GP0170                          STATION DESCRIPTION
 GP0170
 GP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0170'17.3 MI SE FROM TUBA CITY.
 GP0170'17.3 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0170'COUNTY, 0.7 MILE SOUTHEAST OF THE TUBA ARIZONA COAL MINE, AND 26 FEET
 GP0170'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 63
 GP0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0170
 GP0170                          STATION RECOVERY (1969)
 GP0170
 GP0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GP0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0135 ***********************************************************************
 FQ0135  DESIGNATION -  G 64
 FQ0135  PID         -  FQ0135
 FQ0135  STATE/COUNTY-  AZ/NAVAJO
 FQ0135  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0135
 FQ0135                         *CURRENT SURVEY CONTROL
 FQ0135  ___________________________________________________________________
 FQ0135* NAD 83(1986)-  35 52 25.     (N)    110 33 17.     (W)     SCALED    
 FQ0135* NAVD 88     -      1760.853  (meters)    5777.07   (feet)  ADJUSTED  
 FQ0135  ___________________________________________________________________
 FQ0135  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 FQ0135  DYNAMIC HT  -        1758.572 (meters)    5769.58  (feet)  COMP
 FQ0135  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 FQ0135
 FQ0135  VERT ORDER  -  SECOND    CLASS 0
 FQ0135
 FQ0135.The horizontal coordinates were scaled from a topographic map and have
 FQ0135.an estimated accuracy of +/- 6 seconds.
 FQ0135
 FQ0135.The orthometric height was determined by differential leveling
 FQ0135.and adjusted by the National Geodetic Survey in June 1991..
 FQ0135
 FQ0135.The geoid height was determined by GEOID03.
 FQ0135
 FQ0135.The dynamic height is computed by dividing the NAVD 88
 FQ0135.geopotential number by the normal gravity value computed on the
 FQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0135.degrees latitude (g = 980.6199 gals.).
 FQ0135
 FQ0135.The modeled gravity was interpolated from observed gravity values.
 FQ0135
 FQ0135;                    North         East    Units  Estimated Accuracy
 FQ0135;SPC AZ E     -   540,560.      178,320.      MT  (+/- 180 meters Scaled)
 FQ0135
 FQ0135                          SUPERSEDED SURVEY CONTROL
 FQ0135
 FQ0135  NGVD 29 (??/??/92) 1759.967  (m)         5774.16   (f) ADJ UNCH    2 0
 FQ0135
 FQ0135.Superseded values are not recommended for survey control.
 FQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0135.See file dsdata.txt to determine how the superseded data were derived.
 FQ0135
 FQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE401700(NAD 83)
 FQ0135_MARKER: DB = BENCH MARK DISK
 FQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0135_STAMPING: G 64 1934
 FQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0135+STABILITY: SURFACE MOTION
 FQ0135
 FQ0135  HISTORY     - Date     Condition        Report By
 FQ0135  HISTORY     - 1934     MONUMENTED       CGS
 FQ0135
 FQ0135                          STATION DESCRIPTION
 FQ0135
 FQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0135'3.8 MI E FROM ORAIBI.
 FQ0135'3.8 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0135'0.2 MILE EAST OF A DEEP SAND WASH, 83 FEET SOUTH OF A ROW OF POLES,
 FQ0135'AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FQ0135'STAMPED G 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0204 ***********************************************************************
 ES0204  DESIGNATION -  G 65
 ES0204  PID         -  ES0204
 ES0204  STATE/COUNTY-  AZ/GILA
 ES0204  USGS QUAD   -  WOODS CANYON (1990)
 ES0204
 ES0204                         *CURRENT SURVEY CONTROL
 ES0204  ___________________________________________________________________
 ES0204* NAD 83(1986)-  34 16 53.     (N)    110 55 18.     (W)     SCALED    
 ES0204* NAVD 88     -      1905.137  (meters)    6250.44   (feet)  ADJUSTED  
 ES0204  ___________________________________________________________________
 ES0204  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0204  DYNAMIC HT  -        1902.296 (meters)    6241.12  (feet)  COMP
 ES0204  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 ES0204
 ES0204  VERT ORDER  -  SECOND    CLASS 0
 ES0204
 ES0204.The horizontal coordinates were scaled from a topographic map and have
 ES0204.an estimated accuracy of +/- 6 seconds.
 ES0204
 ES0204.The orthometric height was determined by differential leveling
 ES0204.and adjusted by the National Geodetic Survey in June 1991..
 ES0204
 ES0204.The geoid height was determined by GEOID03.
 ES0204
 ES0204.The dynamic height is computed by dividing the NAVD 88
 ES0204.geopotential number by the normal gravity value computed on the
 ES0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0204.degrees latitude (g = 980.6199 gals.).
 ES0204
 ES0204.The modeled gravity was interpolated from observed gravity values.
 ES0204
 ES0204;                    North         East    Units  Estimated Accuracy
 ES0204;SPC AZ E     -   364,120.      143,850.      MT  (+/- 180 meters Scaled)
 ES0204
 ES0204                          SUPERSEDED SURVEY CONTROL
 ES0204
 ES0204  NGVD 29 (??/??/92) 1904.128  (m)         6247.13   (f) ADJ UNCH    2 0
 ES0204
 ES0204.Superseded values are not recommended for survey control.
 ES0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0204.See file dsdata.txt to determine how the superseded data were derived.
 ES0204
 ES0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC072933(NAD 83)
 ES0204_MARKER: DB = BENCH MARK DISK
 ES0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0204_STAMPING: G-65 1934
 ES0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0204+STABILITY: SURFACE MOTION
 ES0204
 ES0204  HISTORY     - Date     Condition        Report By
 ES0204  HISTORY     - 1934     MONUMENTED       CGS
 ES0204  HISTORY     - 1935     GOOD             NGS
 ES0204
 ES0204                          STATION DESCRIPTION
 ES0204
 ES0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0204'33.2 MI SW FROM HEBER.
 ES0204'33.2 MILES SOUTH WEST ALONG HEBER-PAYSON ROAD.  34.7 MILES EAST OF
 ES0204'PAYSON.  ON HEBER-PAYSON ROAD, 100 FT. SOUTH WEST OF CABIN, 35 FT.
 ES0204'SOUTH OF WOODEN GATE, 30 FT. SOUTH OF CENTER LINE OF ROAD.
 ES0204
 ES0204                          STATION RECOVERY (1935)
 ES0204
 ES0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ES0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0042 ***********************************************************************
 ES0042  DESIGNATION -  G 66
 ES0042  PID         -  ES0042
 ES0042  STATE/COUNTY-  AZ/NAVAJO
 ES0042  USGS QUAD   -  PORTER CANYON (1986)
 ES0042
 ES0042                         *CURRENT SURVEY CONTROL
 ES0042  ___________________________________________________________________
 ES0042* NAD 83(1986)-  34 49 51.     (N)    110 11 44.     (W)     SCALED    
 ES0042* NAVD 88     -      1640.888  (meters)    5383.48   (feet)  ADJUSTED  
 ES0042  ___________________________________________________________________
 ES0042  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0042  DYNAMIC HT  -        1638.607 (meters)    5376.00  (feet)  COMP
 ES0042  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 ES0042
 ES0042  VERT ORDER  -  SECOND    CLASS 0
 ES0042
 ES0042.The horizontal coordinates were scaled from a topographic map and have
 ES0042.an estimated accuracy of +/- 6 seconds.
 ES0042
 ES0042.The orthometric height was determined by differential leveling
 ES0042.and adjusted by the National Geodetic Survey in June 1991..
 ES0042
 ES0042.The geoid height was determined by GEOID03.
 ES0042
 ES0042.The dynamic height is computed by dividing the NAVD 88
 ES0042.geopotential number by the normal gravity value computed on the
 ES0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0042.degrees latitude (g = 980.6199 gals.).
 ES0042
 ES0042.The modeled gravity was interpolated from observed gravity values.
 ES0042
 ES0042;                    North         East    Units  Estimated Accuracy
 ES0042;SPC AZ E     -   424,810.      210,720.      MT  (+/- 180 meters Scaled)
 ES0042
 ES0042                          SUPERSEDED SURVEY CONTROL
 ES0042
 ES0042  NGVD 29 (??/??/92) 1640.045  (m)         5380.71   (f) ADJ UNCH    2 0
 ES0042
 ES0042.Superseded values are not recommended for survey control.
 ES0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0042.See file dsdata.txt to determine how the superseded data were derived.
 ES0042
 ES0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD735545(NAD 83)
 ES0042_MARKER: DB = BENCH MARK DISK
 ES0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0042_STAMPING: G-66 1934
 ES0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0042+STABILITY: SURFACE MOTION
 ES0042
 ES0042  HISTORY     - Date     Condition        Report By
 ES0042  HISTORY     - 1934     MONUMENTED       CGS
 ES0042  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0042
 ES0042                          STATION DESCRIPTION
 ES0042
 ES0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0042'6.3 MI SW FROM HOLBROOK.
 ES0042'ON GLOBE TO HOLBROOK ROAD.  125 FEET WEST OF WOODEN BRIDGE 240 FEET
 ES0042'SOUTH OF A POINT WHERE A RIDGE MAKES A SUDDEN BREAK.  SET IN A FLAT
 ES0042'BETWEEN TWO SMALL RIDGES.  30 FEET NORTH OF THE ROAD.  A PRECAST POST.
 ES0042
 ES0042                          STATION RECOVERY (1983)
 ES0042
 ES0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0517 ***********************************************************************
 DU0517  DESIGNATION -  G 67
 DU0517  PID         -  DU0517
 DU0517  STATE/COUNTY-  AZ/PINAL
 DU0517  USGS QUAD   -  FLORENCE SE (1965)
 DU0517
 DU0517                         *CURRENT SURVEY CONTROL
 DU0517  ___________________________________________________________________
 DU0517* NAD 83(1986)-  33 06 04.     (N)    111 16 05.     (W)     SCALED    
 DU0517* NAVD 88     -       477.62   (+/-2cm)    1567.0    (feet)  VERTCON   
 DU0517  ___________________________________________________________________
 DU0517  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU0517
 DU0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0517
 DU0517.The horizontal coordinates were scaled from a topographic map and have
 DU0517.an estimated accuracy of +/- 6 seconds.
 DU0517
 DU0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0517.The vertical order pertains to the NGVD 29 superseded value.
 DU0517
 DU0517.The geoid height was determined by GEOID03.
 DU0517
 DU0517;                    North         East    Units  Estimated Accuracy
 DU0517;SPC AZ C     -   233,150.      273,900.      MT  (+/- 180 meters Scaled)
 DU0517
 DU0517                          SUPERSEDED SURVEY CONTROL
 DU0517
 DU0517  NGVD 29 (??/??/92)  477.048  (m)         1565.12   (f) ADJ UNCH    2 0
 DU0517
 DU0517.Superseded values are not recommended for survey control.
 DU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0517.See file dsdata.txt to determine how the superseded data were derived.
 DU0517
 DU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB749625(NAD 83)
 DU0517_MARKER: DB = BENCH MARK DISK
 DU0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0517_STAMPING: G 67 1934
 DU0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0517+STABILITY: SURFACE MOTION
 DU0517
 DU0517  HISTORY     - Date     Condition        Report By
 DU0517  HISTORY     - 1934     MONUMENTED       CGS
 DU0517  HISTORY     - 1941     GOOD             NGS
 DU0517
 DU0517                          STATION DESCRIPTION
 DU0517
 DU0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DU0517'2.0 MI W FROM PRICE.
 DU0517'2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE, 9
 DU0517'FEET SOUTHWEST OF MILEPOST 967, AND 33 FEET SOUTH OF THE CENTERLINE OF
 DU0517'THE TRACK.  A STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A
 DU0517'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1573 ***********************************************************************
 DU1573  DESIGNATION -  G 68
 DU1573  PID         -  DU1573
 DU1573  STATE/COUNTY-  AZ/MARICOPA
 DU1573  USGS QUAD   -  SACATON NE (1978)
 DU1573
 DU1573                         *CURRENT SURVEY CONTROL
 DU1573  ___________________________________________________________________
 DU1573* NAD 83(1992)-  33 14 25.26695(N)    111 36 32.16722(W)     ADJUSTED  
 DU1573* NAVD 88     -       434.925  (meters)    1426.92   (feet)  ADJUSTED  
 DU1573  ___________________________________________________________________
 DU1573  X           -  -1,966,650.970 (meters)                     COMP
 DU1573  Y           -  -4,964,931.019 (meters)                     COMP
 DU1573  Z           -   3,476,506.408 (meters)                     COMP
 DU1573  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DU1573  ELLIP HEIGHT-         405.30  (meters)          (11/21/00) GPS OBS
 DU1573  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1573  DYNAMIC HT  -         434.399 (meters)    1425.19  (feet)  COMP
 DU1573  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 DU1573  OBS GRAVITY -     979,415.3   (mgal)                       GRAV_OBS
 DU1573
 DU1573  HORZ ORDER  -  B
 DU1573  VERT ORDER  -  FIRST     CLASS II
 DU1573  ELLP ORDER  -  THIRD     CLASS I
 DU1573
 DU1573.The horizontal coordinates were established by GPS observations
 DU1573.and adjusted by the National Geodetic Survey in September 1992..
 DU1573
 DU1573.The orthometric height was determined by differential leveling
 DU1573.and adjusted by the National Geodetic Survey in November 1993..
 DU1573
 DU1573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1573
 DU1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1573
 DU1573.The ellipsoidal height was determined by GPS observations
 DU1573.and is referenced to NAD 83.
 DU1573
 DU1573.The geoid height was determined by GEOID03.
 DU1573
 DU1573.The dynamic height is computed by dividing the NAVD 88
 DU1573.geopotential number by the normal gravity value computed on the
 DU1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1573.degrees latitude (g = 980.6199 gals.).
 DU1573
 DU1573.The modeled gravity was interpolated from observed gravity values.
 DU1573.The observed gravity was obtained from relative gravimeter ties
 DU1573.to the IGSN71 gravity network.
 DU1573
 DU1573;                    North         East     Units Scale Factor Converg.
 DU1573;SPC AZ C     -   248,447.706   242,037.441   MT  0.99991014   +0 10 07.3
 DU1573;SPC AZ C     -   815,117.15    794,086.09   iFT  0.99991014   +0 10 07.3
 DU1573;UTM  12      - 3,678,098.146   443,270.103   MT  0.99963968   -0 20 01.7
 DU1573
 DU1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1573!SPC AZ C     -   0.99993637  x   0.99991014  =   0.99984652
 DU1573!UTM  12      -   0.99993637  x   0.99963968  =   0.99957608
 DU1573
 DU1573                          SUPERSEDED SURVEY CONTROL
 DU1573
 DU1573  NAD 83(1986)-  33 14 25.25819(N)    111 36 32.16924(W) AD(       ) B
 DU1573  ELLIP H (09/30/92)  405.36   (m)                       GP(       ) 2 1
 DU1573  NAD 83(1986)-  33 14 25.25819(N)    111 36 32.16924(W) AD(       ) 1
 DU1573  NGVD 29 (??/??/92)  435.104  (m)         1427.50   (f) ADJ UNCH    1 2
 DU1573
 DU1573.Superseded values are not recommended for survey control.
 DU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1573.See file dsdata.txt to determine how the superseded data were derived.
 DU1573
 DU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4327078098(NAD 83)
 DU1573_MARKER: DB = BENCH MARK DISK
 DU1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1573_SP_SET: CONCRETE POST
 DU1573_STAMPING: G 68 1934
 DU1573_MARK LOGO: CGS   
 DU1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1573+STABILITY: SURFACE MOTION
 DU1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1573+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 DU1573
 DU1573  HISTORY     - Date     Condition        Report By
 DU1573  HISTORY     - UNK      MONUMENTED
 DU1573  HISTORY     - 19840406 GOOD
 DU1573  HISTORY     - 19920110 GOOD             NGS
 DU1573  HISTORY     - 19920204 GOOD             NGS
 DU1573  HISTORY     - 19951217 GOOD             CHANCE
 DU1573  HISTORY     - 20060716 GOOD             USPSQD
 DU1573
 DU1573                          STATION DESCRIPTION
 DU1573
 DU1573'DESCRIBED 1984
 DU1573'RECOVERED IN GOOD CONDITION.
 DU1573
 DU1573                          STATION RECOVERY (1992)
 DU1573
 DU1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1573'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU1573'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU1573'THENCE 1.5 KM (0.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU1573'RAILROAD, 33.0 M (108.3 FT) NORTHEAST OF THE CENTERLINE OF
 DU1573'RITTENHOUSE ROAD, 9.1 M (29.9 FT) SOUTHWEST OF THE NEAR RIAL, 5.6 M
 DU1573'(18.4 FT) NORTHWEST OF MILEPOST 940, 0.5 M (1.6 FT) ABOVE THE LEVEL
 DU1573'OF THE ROAD, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE
 DU1573'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU1573
 DU1573                          STATION RECOVERY (1992)
 DU1573
 DU1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1573'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST-SOUTHEAST OF QUEEN
 DU1573'CREEK, ALONG THE SOUTHERN PACIFIC RAILROAD TRACK, BETWEEN THE TRACK
 DU1573'AND A PAVED ROAD, UNDER A LARGE CREOSOTE BUSH.  OWNERSHIP--SOUTHERN
 DU1573'PACIFIC RAILROAD.
 DU1573'TO REACH THE STATION FROM THE QUEEN CREEK POST OFFICE, GO NORTH ON
 DU1573'ELLSWORTH ROAD FOR 0.16 KM (0.10 MI) TO A PAVED CROSSROAD.  TURN
 DU1573'RIGHT, EAST, ON OCOTILLO ROAD FOR 1.08 KM (0.67 MI) TO A SLANTED
 DU1573'PAVED CROSSROAD AT RAILROAD TRACK.  BEAR RIGHT, SOUTHEAST, ON
 DU1573'RITTENHOUSE ROAD FOR 0.98 KM (0.61 MI) TO A SQUARE CONCRETE
 DU1573'IRRIGATION UNIT ON THE RIGHT.  CONTINUE AHEAD ON RITTENHOUSE ROAD FOR
 DU1573'0.59 KM (0.37 MI) TO THE STATION ON THE LEFT.
 DU1573'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 DU1573'WITH THE GROUND.  LOCATED 33.1 M (108.6 FT) NORTHEAST OF AND LEVEL
 DU1573'WITH THE ROAD CENTER, 23.1 M (75.8 FT) EAST-NORTHEAST OF A UTILITY
 DU1573'POLE ALONG THE ROAD, 8.9 M (29.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 DU1573'OF THE TRACK, 5.7 M (18.7 FT) NORTHWEST OF A UTILITY POLE WITH MILE
 DU1573'MARKER 940 AND 0.5 M (1.6 FT) SOUTHEAST OF A METAL WITNESS POST.
 DU1573
 DU1573                          STATION RECOVERY (1995)
 DU1573
 DU1573'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU1573'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DU1573'THE STATION IS LOCATED APPROXIMATELY 2.5 KM (1.55 MI) EAST-SOUTHEAST
 DU1573'OF QUEEN CREEK ALONG THE SOUTHERN PACIFIC RAILROAD TRACK BETWEN THE
 DU1573'TRACK AND RITTENHOUSE ROAD.  OWNERSHIP -- SOUTHERN PACIFIC RAILROAD TO
 DU1573'REACH THE STATION FROM THE JUNCTION OF ELLSWORTH ROAD AND OCOTILLO
 DU1573'ROAD, GO EAST ON OCOTILLO ROAD FOR 1.08 KM (0.65 MI) TO A PAVED ROAD
 DU1573'AT THE RAILROAD TRACK, RITTENHOUSE ROAD.  BEAR RIGHT AND PROCEED
 DU1573'SOUTHEAST ON RITTENHOUSE ROAD FOR 0.98 KM (0.60 MI) TO A SQUARE
 DU1573'CONCRETE IRRIGATION UNIT ON THE RIGHT.  CONTINUE SOUTHEAST ON
 DU1573'RITTENHOUSE ROAD FOR 0.59 KM (0.35 MI) TO THE STATION ON THE LEFT THE
 DU1573'STATION IS A BENCH MARK DISK SET INTO THE TOP OF A 30-CM SQUARE
 DU1573'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS LOCATED 33.0 M
 DU1573'(108.3 FT) NORTHEAST OF THE RITTENHOUSE ROAD CENTERLINE, 23.1 M (75.8
 DU1573'FT) EAST-NORTHEAST OF A UTILITY POLE ALONG RITTENHOUSE ROAD, 8.9 M
 DU1573'(29.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 5.7 M
 DU1573'(18.7 FT) NORTHWEST OF A UTILITY POLE LOCATED NEAR MILE MARKER 940,
 DU1573'0.5 M (1.6 FT) SOUTHEAST OF A METAL WITNESS POST, AND LEVEL WITH THE
 DU1573'RITTENHOUSE ROAD CENTERLINE
 DU1573
 DU1573                          STATION RECOVERY (2006)
 DU1573
 DU1573'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 DU1573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0318 ***********************************************************************
 DT0318  DESIGNATION -  G 70
 DT0318  PID         -  DT0318
 DT0318  STATE/COUNTY-  AZ/GREENLEE
 DT0318  USGS QUAD   -  ROSE PEAK (1967)
 DT0318
 DT0318                         *CURRENT SURVEY CONTROL
 DT0318  ___________________________________________________________________
 DT0318* NAD 83(1986)-  33 28 32.     (N)    109 22 28.     (W)     SCALED    
 DT0318* NAVD 88     -      2281.422  (meters)    7484.97   (feet)  ADJUSTED  
 DT0318  ___________________________________________________________________
 DT0318  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DT0318  DYNAMIC HT  -        2277.723 (meters)    7472.83  (feet)  COMP
 DT0318  MODELED GRAV-     978,933.1   (mgal)                       NAVD 88
 DT0318
 DT0318  VERT ORDER  -  SECOND    CLASS 0
 DT0318
 DT0318.The horizontal coordinates were scaled from a topographic map and have
 DT0318.an estimated accuracy of +/- 6 seconds.
 DT0318
 DT0318.The orthometric height was determined by differential leveling
 DT0318.and adjusted by the National Geodetic Survey in June 1991..
 DT0318
 DT0318.The geoid height was determined by GEOID03.
 DT0318
 DT0318.The dynamic height is computed by dividing the NAVD 88
 DT0318.geopotential number by the normal gravity value computed on the
 DT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0318.degrees latitude (g = 980.6199 gals.).
 DT0318
 DT0318.The modeled gravity was interpolated from observed gravity values.
 DT0318
 DT0318;                    North         East    Units  Estimated Accuracy
 DT0318;SPC AZ E     -   274,770.      286,990.      MT  (+/- 180 meters Scaled)
 DT0318
 DT0318                          SUPERSEDED SURVEY CONTROL
 DT0318
 DT0318  NGVD 29 (??/??/92) 2280.374  (m)         7481.53   (f) ADJ UNCH    2 0
 DT0318
 DT0318.Superseded values are not recommended for survey control.
 DT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0318.See file dsdata.txt to determine how the superseded data were derived.
 DT0318
 DT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC510051(NAD 83)
 DT0318_MARKER: DB = BENCH MARK DISK
 DT0318_SETTING: 66 = SET IN ROCK OUTCROP
 DT0318_SP_SET: MALPAIS ROCK
 DT0318_STAMPING: G-70 1934
 DT0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0318+STABILITY: POSITION/ELEVATION WELL
 DT0318
 DT0318  HISTORY     - Date     Condition        Report By
 DT0318  HISTORY     - 1934     MONUMENTED       CGS
 DT0318  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0318
 DT0318                          STATION DESCRIPTION
 DT0318
 DT0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0318'46.5 MI S FROM ALPINE.
 DT0318'46.5 MILES SOUTH ON STATE HIGHWAY NO. 71 (47.0 MILES NORTH OF CLIFTON
 DT0318'ON STATE HIGHWAY NO. 71) ABOUT 50 YARDS EAST OF A CULVERT AT A CURVE
 DT0318'IN THE ROAD AND 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0318
 DT0318                          STATION RECOVERY (1967)
 DT0318
 DT0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0079 ***********************************************************************
 FQ0079  DESIGNATION -  G 71
 FQ0079  PID         -  FQ0079
 FQ0079  STATE/COUNTY-  AZ/COCONINO
 FQ0079  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0079
 FQ0079                         *CURRENT SURVEY CONTROL
 FQ0079  ___________________________________________________________________
 FQ0079* NAD 83(1986)-  35 25 18.     (N)    110 54 35.     (W)     SCALED    
 FQ0079* NAVD 88     -      1539.336  (meters)    5050.30   (feet)  ADJUSTED  
 FQ0079  ___________________________________________________________________
 FQ0079  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0079  DYNAMIC HT  -        1537.337 (meters)    5043.75  (feet)  COMP
 FQ0079  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 FQ0079
 FQ0079  VERT ORDER  -  SECOND    CLASS 0
 FQ0079
 FQ0079.The horizontal coordinates were scaled from a topographic map and have
 FQ0079.an estimated accuracy of +/- 6 seconds.
 FQ0079
 FQ0079.The orthometric height was determined by differential leveling
 FQ0079.and adjusted by the National Geodetic Survey in June 1991..
 FQ0079
 FQ0079.The geoid height was determined by GEOID03.
 FQ0079
 FQ0079.The dynamic height is computed by dividing the NAVD 88
 FQ0079.geopotential number by the normal gravity value computed on the
 FQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0079.degrees latitude (g = 980.6199 gals.).
 FQ0079
 FQ0079.The modeled gravity was interpolated from observed gravity values.
 FQ0079
 FQ0079;                    North         East    Units  Estimated Accuracy
 FQ0079;SPC AZ C     -   490,820.      304,800.      MT  (+/- 180 meters Scaled)
 FQ0079
 FQ0079                          SUPERSEDED SURVEY CONTROL
 FQ0079
 FQ0079  NGVD 29 (??/??/92) 1538.543  (m)         5047.70   (f) ADJ UNCH    2 0
 FQ0079
 FQ0079.Superseded values are not recommended for survey control.
 FQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0079.See file dsdata.txt to determine how the superseded data were derived.
 FQ0079
 FQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE081198(NAD 83)
 FQ0079_MARKER: DB = BENCH MARK DISK
 FQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0079_STAMPING: G 71 1934
 FQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0079+STABILITY: SURFACE MOTION
 FQ0079
 FQ0079  HISTORY     - Date     Condition        Report By
 FQ0079  HISTORY     - 1934     MONUMENTED       CGS
 FQ0079
 FQ0079                          STATION DESCRIPTION
 FQ0079
 FQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0079'14.5 MI NE FROM LEUPP.
 FQ0079'14.5 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0079'COCONINO COUNTY, ABOUT 0.6 MILE NORTH OF A ROAD LEADING SOUTHEAST TO
 FQ0079'RED LAKE TRADING POST, ABOUT 160 YARDS SOUTH OF A 36-INCH
 FQ0079'GALVANIZED-IRON PIPE CULVERT, ABOUT 200 FEET FROM THE END OF A CURVE
 FQ0079'AT THE TOP OF A SMALL KNOLL, AND 93 FEET EAST OF THE CENTER LINE OF
 FQ0079'THE HIGHWAY.  A STANDARD DISK, STAMPED G 71 1934 AND SET IN THE TOP OF
 FQ0079'A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0023 ***********************************************************************
 FQ0023  DESIGNATION -  G 72
 FQ0023  PID         -  FQ0023
 FQ0023  STATE/COUNTY-  AZ/NAVAJO
 FQ0023  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0023
 FQ0023                         *CURRENT SURVEY CONTROL
 FQ0023  ___________________________________________________________________
 FQ0023* NAD 83(1986)-  35 38 28.     (N)    110 06 42.     (W)     SCALED    
 FQ0023* NAVD 88     -      1991.330  (meters)    6533.22   (feet)  ADJUSTED  
 FQ0023  ___________________________________________________________________
 FQ0023  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FQ0023  DYNAMIC HT  -        1988.673 (meters)    6524.50  (feet)  COMP
 FQ0023  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 FQ0023
 FQ0023  VERT ORDER  -  SECOND    CLASS 0
 FQ0023
 FQ0023.The horizontal coordinates were scaled from a topographic map and have
 FQ0023.an estimated accuracy of +/- 6 seconds.
 FQ0023
 FQ0023.The orthometric height was determined by differential leveling
 FQ0023.and adjusted by the National Geodetic Survey in June 1991..
 FQ0023
 FQ0023.The geoid height was determined by GEOID03.
 FQ0023
 FQ0023.The dynamic height is computed by dividing the NAVD 88
 FQ0023.geopotential number by the normal gravity value computed on the
 FQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0023.degrees latitude (g = 980.6199 gals.).
 FQ0023
 FQ0023.The modeled gravity was interpolated from observed gravity values.
 FQ0023
 FQ0023;                    North         East    Units  Estimated Accuracy
 FQ0023;SPC AZ E     -   514,700.      218,340.      MT  (+/- 180 meters Scaled)
 FQ0023
 FQ0023                          SUPERSEDED SURVEY CONTROL
 FQ0023
 FQ0023  NGVD 29 (??/??/92) 1990.429  (m)         6530.27   (f) ADJ UNCH    2 0
 FQ0023
 FQ0023.Superseded values are not recommended for survey control.
 FQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0023.See file dsdata.txt to determine how the superseded data were derived.
 FQ0023
 FQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE804445(NAD 83)
 FQ0023_MARKER: DB = BENCH MARK DISK
 FQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0023_STAMPING: G 72 1934
 FQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0023+STABILITY: SURFACE MOTION
 FQ0023
 FQ0023  HISTORY     - Date     Condition        Report By
 FQ0023  HISTORY     - 1934     MONUMENTED       CGS
 FQ0023  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0023
 FQ0023                          STATION DESCRIPTION
 FQ0023
 FQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0023'17.3 MI N FROM INDIAN WELLS.
 FQ0023'17.3 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0023'COUNTY, 15.6 MILES SOUTH OF KEAMS CANYON, 1.9 MILES NORTH OF THE
 FQ0023'JUNCTION OF A ROAD LEADING NORTH TO THE WHITE CONE TRADING POST, AND
 FQ0023'37 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FQ0023'G 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0023
 FQ0023                          STATION RECOVERY (1965)
 FQ0023
 FQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0334 ***********************************************************************
 FP0334  DESIGNATION -  G 73
 FP0334  PID         -  FP0334
 FP0334  STATE/COUNTY-  AZ/APACHE
 FP0334  USGS QUAD   -  GANADO MESA SW (1972)
 FP0334
 FP0334                         *CURRENT SURVEY CONTROL
 FP0334  ___________________________________________________________________
 FP0334* NAD 83(1986)-  35 47 10.     (N)    109 40 15.     (W)     SCALED    
 FP0334* NAVD 88     -      1963.494  (meters)    6441.90   (feet)  ADJUSTED  
 FP0334  ___________________________________________________________________
 FP0334  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FP0334  DYNAMIC HT  -        1960.903 (meters)    6433.40  (feet)  COMP
 FP0334  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 FP0334
 FP0334  VERT ORDER  -  SECOND    CLASS 0
 FP0334
 FP0334.The horizontal coordinates were scaled from a topographic map and have
 FP0334.an estimated accuracy of +/- 6 seconds.
 FP0334
 FP0334.The orthometric height was determined by differential leveling
 FP0334.and adjusted by the National Geodetic Survey in June 1991..
 FP0334
 FP0334.The geoid height was determined by GEOID03.
 FP0334
 FP0334.The dynamic height is computed by dividing the NAVD 88
 FP0334.geopotential number by the normal gravity value computed on the
 FP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0334.degrees latitude (g = 980.6199 gals.).
 FP0334
 FP0334.The modeled gravity was interpolated from observed gravity values.
 FP0334
 FP0334;                    North         East    Units  Estimated Accuracy
 FP0334;SPC AZ E     -   530,900.      258,180.      MT  (+/- 180 meters Scaled)
 FP0334
 FP0334                          SUPERSEDED SURVEY CONTROL
 FP0334
 FP0334  NGVD 29 (??/??/92) 1962.596  (m)         6438.95   (f) ADJ UNCH    2 0
 FP0334
 FP0334.Superseded values are not recommended for survey control.
 FP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0334.See file dsdata.txt to determine how the superseded data were derived.
 FP0334
 FP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE201610(NAD 83)
 FP0334_MARKER: DB = BENCH MARK DISK
 FP0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0334_STAMPING: G 73 1934
 FP0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0334+STABILITY: SURFACE MOTION
 FP0334
 FP0334  HISTORY     - Date     Condition        Report By
 FP0334  HISTORY     - 1934     MONUMENTED       CGS
 FP0334  HISTORY     - 1972     MARK NOT FOUND   USGS
 FP0334
 FP0334                          STATION DESCRIPTION
 FP0334
 FP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0334'9.4 MI W FROM GANADO.
 FP0334'9.4 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE COUNTY,
 FP0334'0.6 MILE SOUTH OF A SMALL CORNFIELD ON THE NORTH SIDE OF THE ROAD, 27
 FP0334'FEET EAST OF THE CENTERLINE OF THE KEAMS CANYON-GANADO ROAD, AND 8
 FP0334'FEET EAST OF AN OLD WAGON ROAD.  A STANDARD DISK, STAMPED G 73 1934
 FP0334'AND SET IN THE TOP OF A CONCRETE POST.
 FP0334
 FP0334                          STATION RECOVERY (1972)
 FP0334
 FP0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0397 ***********************************************************************
 CG0397  DESIGNATION -  G 76
 CG0397  PID         -  CG0397
 CG0397  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0397  USGS QUAD   -  TUBAC (1981)
 CG0397
 CG0397                         *CURRENT SURVEY CONTROL
 CG0397  ___________________________________________________________________
 CG0397* NAD 83(1986)-  31 31 24.     (N)    111 00 31.     (W)     SCALED    
 CG0397* NAVD 88     -      1018.79   (+/-2cm)    3342.5    (feet)  VERTCON   
 CG0397  ___________________________________________________________________
 CG0397  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0397
 CG0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0397
 CG0397.The horizontal coordinates were scaled from a topographic map and have
 CG0397.an estimated accuracy of +/- 6 seconds.
 CG0397
 CG0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0397.The vertical order pertains to the NGVD 29 superseded value.
 CG0397
 CG0397.The geoid height was determined by GEOID03.
 CG0397
 CG0397;                    North         East    Units  Estimated Accuracy
 CG0397;SPC AZ C     -    58,380.      299,600.      MT  (+/- 180 meters Scaled)
 CG0397
 CG0397                          SUPERSEDED SURVEY CONTROL
 CG0397
 CG0397  NGVD 29 (??/??/92) 1017.932  (m)         3339.67   (f) ADJ UNCH    1 2
 CG0397
 CG0397.Superseded values are not recommended for survey control.
 CG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0397.See file dsdata.txt to determine how the superseded data were derived.
 CG0397
 CG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV991876(NAD 83)
 CG0397_MARKER: DB = BENCH MARK DISK
 CG0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0397_STAMPING: G 76 1934
 CG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0397+STABILITY: SURFACE MOTION
 CG0397
 CG0397  HISTORY     - Date     Condition        Report By
 CG0397  HISTORY     - 1934     MONUMENTED       CGS
 CG0397  HISTORY     - 1953     GOOD             NGS
 CG0397
 CG0397                          STATION DESCRIPTION
 CG0397
 CG0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0397'13.7 MI S FROM AMADO.
 CG0397'13.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0397'WATER TANK AT AMADO, 0.7 MILE SOUTH OF THE OTERO SIDING SIGN, 57 1/2
 CG0397'FEET EAST OF AND ACROSS THE TRACK FROM MILEPOLE 1035, 100 FEET WEST OF
 CG0397'THE CENTER LINE OF A GRAVELED ROAD, 73.5 FEET WEST OF A FENCE, 23.0
 CG0397'FEET EAST OF THE EAST RAIL, 26 FEET WEST OF THE CENTER OF THE TOP OF A
 CG0397'LEVEE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 CG0397'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CG0397'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0323 ***********************************************************************
 CG0323  DESIGNATION -  G 77
 CG0323  PID         -  CG0323
 CG0323  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0323  USGS QUAD   -  SONOITA (1983)
 CG0323
 CG0323                         *CURRENT SURVEY CONTROL
 CG0323  ___________________________________________________________________
 CG0323* NAD 83(1986)-  31 40 29.     (N)    110 39 08.     (W)     SCALED    
 CG0323* NAVD 88     -      1476.98   (+/-2cm)    4845.7    (feet)  VERTCON   
 CG0323  ___________________________________________________________________
 CG0323  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0323
 CG0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0323
 CG0323.The horizontal coordinates were scaled from a topographic map and have
 CG0323.an estimated accuracy of +/- 6 seconds.
 CG0323
 CG0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0323.The vertical order pertains to the NGVD 29 superseded value.
 CG0323
 CG0323.The geoid height was determined by GEOID03.
 CG0323
 CG0323;                    North         East    Units  Estimated Accuracy
 CG0323;SPC AZ C     -    75,500.      333,250.      MT  (+/- 180 meters Scaled)
 CG0323
 CG0323                          SUPERSEDED SURVEY CONTROL
 CG0323
 CG0323  NGVD 29 (??/??/92) 1476.077  (m)         4842.76   (f) ADJ UNCH    2 0
 CG0323
 CG0323.Superseded values are not recommended for survey control.
 CG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0323.See file dsdata.txt to determine how the superseded data were derived.
 CG0323
 CG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA329044(NAD 83)
 CG0323_MARKER: DB = BENCH MARK DISK
 CG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0323_STAMPING: G 77 1934
 CG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0323+STABILITY: SURFACE MOTION
 CG0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0323+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 CG0323
 CG0323  HISTORY     - Date     Condition        Report By
 CG0323  HISTORY     - 1934     MONUMENTED       CGS
 CG0323  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0323  HISTORY     - 20050909 GOOD             INDIV
 CG0323
 CG0323                          STATION DESCRIPTION
 CG0323
 CG0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0323'IN SONOITA.
 CG0323'AT SONOITA, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0323'32 FEET SOUTH OF MILEPOST 1082, 55 FEET NORTH OF THE NORTHEAST CORNER
 CG0323'OF THE STOCK PENS, AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 CG0323'STANDARD DISK, STAMPED G 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0323'POST.
 CG0323
 CG0323                          STATION RECOVERY (1998)
 CG0323
 CG0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0323'MARK NOT FOUND.
 CG0323
 CG0323                          STATION RECOVERY (2005)
 CG0323
 CG0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JBF)
 CG0323'RECOVERED AS DESCRIBED. IT WAS PARTIALLY BURIED, BUT IS NOW FULLY
 CG0323'EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0193 ***********************************************************************
 CF0193  DESIGNATION -  G 78
 CF0193  PID         -  CF0193
 CF0193  STATE/COUNTY-  AZ/COCHISE
 CF0193  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0193
 CF0193                         *CURRENT SURVEY CONTROL
 CF0193  ___________________________________________________________________
 CF0193* NAD 83(1986)-  31 43 24.     (N)    109 48 48.     (W)     SCALED    
 CF0193* NAVD 88     -      1447.93   (+/-2cm)    4750.4    (feet)  VERTCON   
 CF0193  ___________________________________________________________________
 CF0193  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0193
 CF0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0193
 CF0193.The horizontal coordinates were scaled from a topographic map and have
 CF0193.an estimated accuracy of +/- 6 seconds.
 CF0193
 CF0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0193.The vertical order pertains to the NGVD 29 superseded value.
 CF0193
 CF0193.The geoid height was determined by GEOID03.
 CF0193
 CF0193;                    North         East    Units  Estimated Accuracy
 CF0193;SPC AZ E     -    80,250.      246,840.      MT  (+/- 180 meters Scaled)
 CF0193
 CF0193                          SUPERSEDED SURVEY CONTROL
 CF0193
 CF0193  NGVD 29 (??/??/92) 1447.069  (m)         4747.59   (f) ADJ UNCH    2 0
 CF0193
 CF0193.Superseded values are not recommended for survey control.
 CF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0193.See file dsdata.txt to determine how the superseded data were derived.
 CF0193
 CF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA124103(NAD 83)
 CF0193_MARKER: DB = BENCH MARK DISK
 CF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0193_STAMPING: G 78 1934
 CF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0193+STABILITY: SURFACE MOTION
 CF0193
 CF0193  HISTORY     - Date     Condition        Report By
 CF0193  HISTORY     - 1934     MONUMENTED       CGS
 CF0193
 CF0193                          STATION DESCRIPTION
 CF0193
 CF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0193'1.2 MI E FROM GLEASON.
 CF0193'1.2 MILES EAST ALONG THE ELFRIDA ROAD FROM GLEASON, COCHISE COUNTY, AT
 CF0193'THE JUNCTION OF A ROAD LEADING NORTH, 40 FEET WEST OF THE EAST SIDE OF
 CF0193'THE TRIANGLE, 65 FEET SOUTHWEST OF A ROW OF POLES, AND 63 FEET NORTH
 CF0193'OF THE CENTERLINE OF THE ELFRIDA ROAD.  A STANDARD DISK, STAMPED G 78
 CF0193'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0148 ***********************************************************************
 CG0148  DESIGNATION -  G 79
 CG0148  PID         -  CG0148
 CG0148  STATE/COUNTY-  AZ/COCHISE
 CG0148  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0148
 CG0148                         *CURRENT SURVEY CONTROL
 CG0148  ___________________________________________________________________
 CG0148* NAD 83(1986)-  31 31 52.     (N)    110 07 37.     (W)     SCALED    
 CG0148* NAVD 88     -      1245.23   (+/-2cm)    4085.4    (feet)  VERTCON   
 CG0148  ___________________________________________________________________
 CG0148  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0148
 CG0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0148
 CG0148.The horizontal coordinates were scaled from a topographic map and have
 CG0148.an estimated accuracy of +/- 6 seconds.
 CG0148
 CG0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0148.The vertical order pertains to the NGVD 29 superseded value.
 CG0148
 CG0148.The geoid height was determined by GEOID03.
 CG0148
 CG0148;                    North         East    Units  Estimated Accuracy
 CG0148;SPC AZ E     -    58,880.      217,130.      MT  (+/- 180 meters Scaled)
 CG0148
 CG0148                          SUPERSEDED SURVEY CONTROL
 CG0148
 CG0148  NGVD 29 (??/??/92) 1244.400  (m)         4082.67   (f) ADJ UNCH    2 0
 CG0148
 CG0148.Superseded values are not recommended for survey control.
 CG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0148.See file dsdata.txt to determine how the superseded data were derived.
 CG0148
 CG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV828887(NAD 83)
 CG0148_MARKER: DB = BENCH MARK DISK
 CG0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0148_SP_SET: BRIDGE
 CG0148_STAMPING: G 79 1934
 CG0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0148
 CG0148  HISTORY     - Date     Condition        Report By
 CG0148  HISTORY     - 1934     MONUMENTED       CGS
 CG0148
 CG0148                          STATION DESCRIPTION
 CG0148
 CG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0148'3.3 MI SE FROM LEWIS SPRINGS.
 CG0148'3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0148'STATION AT LEWIS SPRINGS, COCHISE COUNTY, 8-1/2 RAILS SOUTHEAST OF
 CG0148'SIGNAL BLOCK 1062.3, AT BRIDGE 1062.28, IN THE TOP OF THE NORTHWEST
 CG0148'CORNER OF A CONCRETE HEADWALL, 1 FOOT SOUTHEAST OF THE NORTHWEST
 CG0148'CORNER, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G
 CG0148'79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0158 ***********************************************************************
 DB0158  DESIGNATION -  G 8
 DB0158  PID         -  DB0158
 DB0158  STATE/COUNTY-  AZ/YUMA
 DB0158  USGS QUAD   -  LIGURTA (1965)
 DB0158
 DB0158                         *CURRENT SURVEY CONTROL
 DB0158  ___________________________________________________________________
 DB0158* NAD 83(1986)-  32 43 54.     (N)    114 21 05.     (W)     SCALED    
 DB0158* NAVD 88     -        59.75   (+/-2cm)     196.0    (feet)  VERTCON   
 DB0158  ___________________________________________________________________
 DB0158  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0158
 DB0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0158
 DB0158.The horizontal coordinates were scaled from a topographic map and have
 DB0158.an estimated accuracy of +/- 6 seconds.
 DB0158
 DB0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0158.The vertical order pertains to the NGVD 29 superseded value.
 DB0158
 DB0158.The geoid height was determined by GEOID03.
 DB0158
 DB0158;                    North         East    Units  Estimated Accuracy
 DB0158;SPC AZ W     -   192,160.      156,990.      MT  (+/- 180 meters Scaled)
 DB0158
 DB0158                          SUPERSEDED SURVEY CONTROL
 DB0158
 DB0158  NGVD 29 (??/??/??)   59.097  (m)          193.89   (f) ADJUSTED    1 2
 DB0158
 DB0158.Superseded values are not recommended for survey control.
 DB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0158.See file dsdata.txt to determine how the superseded data were derived.
 DB0158
 DB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS482246(NAD 83)
 DB0158_MARKER: DB = BENCH MARK DISK
 DB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0158_STAMPING: 193.887 G 8 1927
 DB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0158+STABILITY: SURFACE MOTION
 DB0158
 DB0158  HISTORY     - Date     Condition        Report By
 DB0158  HISTORY     - 1927     MONUMENTED       CGS
 DB0158  HISTORY     - 1935     GOOD             NGS
 DB0158
 DB0158                          STATION DESCRIPTION
 DB0158
 DB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0158'1.9 MI SE FROM DOME.
 DB0158'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0158'FROM THE STATION AT DOME, YUMA COUNTY, 8 RAILS NORTHWEST OF THE
 DB0158'STATION SIGN AT GRANITE SPUR, 11 RAILS NORTHWEST OF BRIDGE 755.28,
 DB0158'107 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTH TRACK, ABOUT
 DB0158'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DB0158'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0129 ***********************************************************************
 CF0129  DESIGNATION -  G 81
 CF0129  PID         -  CF0129
 CF0129  STATE/COUNTY-  AZ/COCHISE
 CF0129  USGS QUAD   -  BISBEE SE (1958)
 CF0129
 CF0129                         *CURRENT SURVEY CONTROL
 CF0129  ___________________________________________________________________
 CF0129* NAD 83(1986)-  31 20 44.     (N)    109 46 03.     (W)     SCALED    
 CF0129* NAVD 88     -      1330.08   (+/-2cm)    4363.8    (feet)  VERTCON   
 CF0129  ___________________________________________________________________
 CF0129  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0129
 CF0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0129
 CF0129.The horizontal coordinates were scaled from a topographic map and have
 CF0129.an estimated accuracy of +/- 6 seconds.
 CF0129
 CF0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0129.The vertical order pertains to the NGVD 29 superseded value.
 CF0129
 CF0129.The geoid height was determined by GEOID03.
 CF0129
 CF0129;                    North         East    Units  Estimated Accuracy
 CF0129;SPC AZ E     -    38,380.      251,340.      MT  (+/- 180 meters Scaled)
 CF0129
 CF0129                          SUPERSEDED SURVEY CONTROL
 CF0129
 CF0129  NGVD 29 (??/??/92) 1329.251  (m)         4361.05   (f) ADJ UNCH    2 0
 CF0129
 CF0129.Superseded values are not recommended for survey control.
 CF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0129.See file dsdata.txt to determine how the superseded data were derived.
 CF0129
 CF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV172685(NAD 83)
 CF0129_MARKER: DB = BENCH MARK DISK
 CF0129_SETTING: 66 = SET IN ROCK OUTCROP
 CF0129_SP_SET: ROCK LEDGE
 CF0129_STAMPING: G 81 1934
 CF0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0129+STABILITY: POSITION/ELEVATION WELL
 CF0129
 CF0129  HISTORY     - Date     Condition        Report By
 CF0129  HISTORY     - 1934     MONUMENTED       CGS
 CF0129
 CF0129                          STATION DESCRIPTION
 CF0129
 CF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0129'12.1 MI E FROM NACO.
 CF0129'12.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0129'STATION AT NACO, COCHISE COUNTY, 1-1/2 POLES WEST OF MILEPOST 1093, 15
 CF0129'FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE,
 CF0129'AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0073 ***********************************************************************
 CF0073  DESIGNATION -  G 82
 CF0073  PID         -  CF0073
 CF0073  STATE/COUNTY-  AZ/COCHISE
 CF0073  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0073
 CF0073                         *CURRENT SURVEY CONTROL
 CF0073  ___________________________________________________________________
 CF0073* NAD 83(1986)-  31 36 27.     (N)    109 13 28.     (W)     SCALED    
 CF0073* NAVD 88     -      1425.38   (+/-2cm)    4676.4    (feet)  VERTCON   
 CF0073  ___________________________________________________________________
 CF0073  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CF0073
 CF0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0073
 CF0073.The horizontal coordinates were scaled from a topographic map and have
 CF0073.an estimated accuracy of +/- 6 seconds.
 CF0073
 CF0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0073.The vertical order pertains to the NGVD 29 superseded value.
 CF0073
 CF0073.The geoid height was determined by GEOID03.
 CF0073
 CF0073;                    North         East    Units  Estimated Accuracy
 CF0073;SPC AZ E     -    67,740.      302,760.      MT  (+/- 180 meters Scaled)
 CF0073
 CF0073                          SUPERSEDED SURVEY CONTROL
 CF0073
 CF0073  NGVD 29 (??/??/92) 1424.489  (m)         4673.51   (f) ADJ UNCH    2 0
 CF0073
 CF0073.Superseded values are not recommended for survey control.
 CF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0073.See file dsdata.txt to determine how the superseded data were derived.
 CF0073
 CF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV684982(NAD 83)
 CF0073_MARKER: DB = BENCH MARK DISK
 CF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0073_STAMPING: G-82 1934
 CF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0073+STABILITY: SURFACE MOTION
 CF0073
 CF0073  HISTORY     - Date     Condition        Report By
 CF0073  HISTORY     - 1934     MONUMENTED       CGS
 CF0073  HISTORY     - 1935     GOOD             NGS
 CF0073
 CF0073                          STATION DESCRIPTION
 CF0073
 CF0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0073'8.1 MI SW FROM APACHE.
 CF0073'8.1 MI. SW. OF DEPOT ALONG THE S.P.R.R., 2 1/2 POLES N.E. OF MILE POST
 CF0073'NO. 1139.  90 FT. S.E. OF THE CENTERLINE OF THE TRACK.  70 FT, N.W. OF
 CF0073'THE CENTERLINE OF U.S. HWY. NO. 80.  1 1/2 FT. N.W. OF FENCE LINE.
 CF0073'NOTE-- PROJ. 0.5 FT.  IT IS 54 FT. WEST NORTHWEST OF CENTERLINE OF
 CF0073'ROAD AND IS 7 FT. LOWER IN ELEVATION.  99 FT EAST SOUTHEAST OF
 CF0073'CENTERLINE OF RAILROAD TRACK AND IS 7.6 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0083 ***********************************************************************
 DA0083  DESIGNATION -  G 83
 DA0083  PID         -  DA0083
 DA0083  STATE/COUNTY-  AZ/PINAL
 DA0083  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0083
 DA0083                         *CURRENT SURVEY CONTROL
 DA0083  ___________________________________________________________________
 DA0083* NAD 83(1986)-  32 51 02.     (N)    112 05 19.     (W)     SCALED    
 DA0083* NAVD 88     -       478.77   (+/-2cm)    1570.8    (feet)  VERTCON   
 DA0083  ___________________________________________________________________
 DA0083  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0083
 DA0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0083
 DA0083.The horizontal coordinates were scaled from a topographic map and have
 DA0083.an estimated accuracy of +/- 6 seconds.
 DA0083
 DA0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0083.The vertical order pertains to the NGVD 29 superseded value.
 DA0083
 DA0083.The geoid height was determined by GEOID03.
 DA0083
 DA0083;                    North         East    Units  Estimated Accuracy
 DA0083;SPC AZ C     -   205,190.      197,270.      MT  (+/- 180 meters Scaled)
 DA0083
 DA0083                          SUPERSEDED SURVEY CONTROL
 DA0083
 DA0083  NGVD 29 (??/??/92)  478.158  (m)         1568.76   (f) ADJ UNCH    2 0
 DA0083
 DA0083.Superseded values are not recommended for survey control.
 DA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0083.See file dsdata.txt to determine how the superseded data were derived.
 DA0083
 DA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB981352(NAD 83)
 DA0083_MARKER: DB = BENCH MARK DISK
 DA0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0083_STAMPING: G 83 1935
 DA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0083+STABILITY: SURFACE MOTION
 DA0083
 DA0083  HISTORY     - Date     Condition        Report By
 DA0083  HISTORY     - 1935     MONUMENTED       CGS
 DA0083  HISTORY     - 1951     GOOD             NGS
 DA0083  HISTORY     - 1977     GOOD             USGS
 DA0083
 DA0083                          STATION DESCRIPTION
 DA0083
 DA0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0083'7.6 MI W FROM STANFIELD.
 DA0083'7.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0083'STANFIELD, 0.4 MILE WEST OF THE JUNCTION OF HIDDEN VALLEY ROAD WHICH
 DA0083'LEADS NORTHEAST, ABOUT 90 YARDS EAST OF HIGHWAY MILE POST 158, 61.5
 DA0083'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.3 FEET SOUTH OF A
 DA0083'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0083'THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0083
 DA0083                          STATION RECOVERY (1977)
 DA0083
 DA0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0083'STANFIELD POST OFFICE 8.1 MI W. AND SW. OF ALONG HWY. 84. NEAR
 DA0083'MILEPOST 158. ABOUT .045 MI. SW. OF T-RD. N HIDDEN VALLEY RD., 62 FT
 DA0083'SE OF CENTERLINE OF HWY. ABOUT 10 FT SE. OF HWY. RIGHT OF WAY FENCE,
 DA0083'AND ABOUT 1.5 FT LOWER THAN HWY. SURFACE. IN CONCRETE POST THAT
 DA0083'PROJECTS 0.3 FT. NGS DISK STAMPED G 83 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1241 ***********************************************************************
 CZ1241  DESIGNATION -  G 84
 CZ1241  PID         -  CZ1241
 CZ1241  STATE/COUNTY-  AZ/PINAL
 CZ1241  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1241
 CZ1241                         *CURRENT SURVEY CONTROL
 CZ1241  ___________________________________________________________________
 CZ1241* NAD 83(1986)-  32 44 58.     (N)    111 46 59.     (W)     SCALED    
 CZ1241* NAVD 88     -       445.81   (+/-2cm)    1462.6    (feet)  VERTCON   
 CZ1241  ___________________________________________________________________
 CZ1241  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1241
 CZ1241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1241
 CZ1241.The horizontal coordinates were scaled from a topographic map and have
 CZ1241.an estimated accuracy of +/- 6 seconds.
 CZ1241
 CZ1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1241.The vertical order pertains to the NGVD 29 superseded value.
 CZ1241
 CZ1241.The geoid height was determined by GEOID03.
 CZ1241
 CZ1241;                    North         East    Units  Estimated Accuracy
 CZ1241;SPC AZ C     -   193,980.      225,880.      MT  (+/- 180 meters Scaled)
 CZ1241
 CZ1241                          SUPERSEDED SURVEY CONTROL
 CZ1241
 CZ1241  NGVD 29 (??/??/92)  445.210  (m)         1460.66   (f) ADJ UNCH    2 0
 CZ1241
 CZ1241.Superseded values are not recommended for survey control.
 CZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1241.See file dsdata.txt to determine how the superseded data were derived.
 CZ1241
 CZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266237(NAD 83)
 CZ1241_MARKER: DB = BENCH MARK DISK
 CZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1241_STAMPING: G 84 1935
 CZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1241+STABILITY: SURFACE MOTION
 CZ1241
 CZ1241  HISTORY     - Date     Condition        Report By
 CZ1241  HISTORY     - 1935     MONUMENTED       CGS
 CZ1241  HISTORY     - 1952     GOOD             NGS
 CZ1241  HISTORY     - 1966     GOOD             NGS
 CZ1241
 CZ1241                          STATION DESCRIPTION
 CZ1241
 CZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1241'IN CHIU CHUISCHU.
 CZ1241'AT CHIU CHUISCHU, 9.8 MILES SOUTH OF CASA GRANDE, ABOUT 0.3 MILE SOUTH
 CZ1241'ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE OF CHIU
 CZ1241'CHUISCHU, ABOUT 0.25 MILE NORTH ALONG THE DIRT ROAD FROM THE COVERED
 CZ1241'WELLS ROAD, 319 FEET SOUTH OF A IRRIGATION DITCH, 74 FEET NORTH OF A
 CZ1241'FENCE CORNER, 33 FEET WEST OF THE CENTER LINE OF THE ROAD 12.9 FEET
 CZ1241'WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 CZ1241'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1241'LEVEL WITH THE ROAD.
 CZ1241
 CZ1241                          STATION RECOVERY (1966)
 CZ1241
 CZ1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0254 ***********************************************************************
 DA0254  DESIGNATION -  G 85
 DA0254  PID         -  DA0254
 DA0254  STATE/COUNTY-  AZ/PIMA
 DA0254  USGS QUAD   -  GURLI PUT VO (1990)
 DA0254
 DA0254                         *CURRENT SURVEY CONTROL
 DA0254  ___________________________________________________________________
 DA0254* NAD 83(1986)-  32 11 43.     (N)    112 06 07.     (W)     SCALED    
 DA0254* NAVD 88     -       705.67   (+/-2cm)    2315.2    (feet)  VERTCON   
 DA0254  ___________________________________________________________________
 DA0254  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0254
 DA0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0254
 DA0254.The horizontal coordinates were scaled from a topographic map and have
 DA0254.an estimated accuracy of +/- 6 seconds.
 DA0254
 DA0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0254.The vertical order pertains to the NGVD 29 superseded value.
 DA0254
 DA0254.The geoid height was determined by GEOID03.
 DA0254
 DA0254;                    North         East    Units  Estimated Accuracy
 DA0254;SPC AZ C     -   132,530.      195,890.      MT  (+/- 180 meters Scaled)
 DA0254
 DA0254                          SUPERSEDED SURVEY CONTROL
 DA0254
 DA0254  NGVD 29 (??/??/92)  704.977  (m)         2312.91   (f) ADJ UNCH    2 0
 DA0254
 DA0254.Superseded values are not recommended for survey control.
 DA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0254.See file dsdata.txt to determine how the superseded data were derived.
 DA0254
 DA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA961626(NAD 83)
 DA0254_MARKER: DB = BENCH MARK DISK
 DA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0254_STAMPING: G 84 1935
 DA0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0254+STABILITY: SURFACE MOTION
 DA0254
 DA0254  HISTORY     - Date     Condition        Report By
 DA0254  HISTORY     - 1935     MONUMENTED       CGS
 DA0254  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA0254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0254
 DA0254                          STATION DESCRIPTION
 DA0254
 DA0254'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA0254'3.0 MI NE FROM COVERED WELLS.
 DA0254'3.0 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0254'GRAVEYARD AT COVERED WELLS, PIMA COUNTY, 24 FEET EAST OF THE
 DA0254'CENTERLINE OF THE ROAD, AND 20 FEET WEST OF A TELEPHONE LINE.  A
 DA0254'STANDARD DISK, STAMPED G 84 1935 AND SET IN THE TOP OF A CONCRETE
 DA0254'POST.  NOTE-- THE DISK IS ERRONEOUSLY STAMPED G 84 INSTEAD OF G 85.
 DA0254
 DA0254                          STATION RECOVERY (1988)
 DA0254
 DA0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1141 ***********************************************************************
 CZ1141  DESIGNATION -  G 88
 CZ1141  PID         -  CZ1141
 CZ1141  STATE/COUNTY-  AZ/PINAL
 CZ1141  USGS QUAD   -  VAIVA VO (1993)
 CZ1141
 CZ1141                         *CURRENT SURVEY CONTROL
 CZ1141  ___________________________________________________________________
 CZ1141* NAD 83(1986)-  32 44 27.     (N)    111 55 06.     (W)     SCALED    
 CZ1141* NAVD 88     -       428.37   (+/-2cm)    1405.4    (feet)  VERTCON   
 CZ1141  ___________________________________________________________________
 CZ1141  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1141
 CZ1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1141
 CZ1141.The horizontal coordinates were scaled from a topographic map and have
 CZ1141.an estimated accuracy of +/- 6 seconds.
 CZ1141
 CZ1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1141.The vertical order pertains to the NGVD 29 superseded value.
 CZ1141
 CZ1141.The geoid height was determined by GEOID03.
 CZ1141
 CZ1141;                    North         East    Units  Estimated Accuracy
 CZ1141;SPC AZ C     -   193,010.      213,200.      MT  (+/- 180 meters Scaled)
 CZ1141
 CZ1141                          SUPERSEDED SURVEY CONTROL
 CZ1141
 CZ1141  NGVD 29 (??/??/92)  427.770  (m)         1403.44   (f) ADJ UNCH    2 0
 CZ1141
 CZ1141.Superseded values are not recommended for survey control.
 CZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1141.See file dsdata.txt to determine how the superseded data were derived.
 CZ1141
 CZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB139229(NAD 83)
 CZ1141_MARKER: DB = BENCH MARK DISK
 CZ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1141_STAMPING: G 88 1935
 CZ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1141+STABILITY: SURFACE MOTION
 CZ1141
 CZ1141  HISTORY     - Date     Condition        Report By
 CZ1141  HISTORY     - 1935     MONUMENTED       CGS
 CZ1141  HISTORY     - 1951     GOOD             NGS
 CZ1141  HISTORY     - 1977     GOOD             USGS
 CZ1141
 CZ1141                          STATION DESCRIPTION
 CZ1141
 CZ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1141'2.2 MI N FROM COCKLEBUR.
 CZ1141'2.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1141'VILLAGE OF COCKLEBUR, 0.3 MILE NORTHEAST OF THE Y JUNCTION OF A TRACK
 CZ1141'ROAD, IN A SMALL WASH, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CZ1141'1.7 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1141'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1141
 CZ1141                          STATION RECOVERY (1977)
 CZ1141
 CZ1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1141'ADD NOTE-- EVIDENCE OF RD. HAS DISAPPEARED, NEAR WEST EDGE SANTA ROSA
 CZ1141'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0009 ***********************************************************************
 DA0009  DESIGNATION -  G 89
 DA0009  PID         -  DA0009
 DA0009  STATE/COUNTY-  AZ/MARICOPA
 DA0009  USGS QUAD   -  CONLEY WELL (1979)
 DA0009
 DA0009                         *CURRENT SURVEY CONTROL
 DA0009  ___________________________________________________________________
 DA0009* NAD 83(1986)-  32 58 11.     (N)    112 17 20.     (W)     SCALED    
 DA0009* NAVD 88     -       465.18   (+/-2cm)    1526.2    (feet)  VERTCON   
 DA0009  ___________________________________________________________________
 DA0009  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0009
 DA0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0009
 DA0009.The horizontal coordinates were scaled from a topographic map and have
 DA0009.an estimated accuracy of +/- 6 seconds.
 DA0009
 DA0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0009.The vertical order pertains to the NGVD 29 superseded value.
 DA0009
 DA0009.The geoid height was determined by GEOID03.
 DA0009
 DA0009;                    North         East    Units  Estimated Accuracy
 DA0009;SPC AZ C     -   218,460.      178,570.      MT  (+/- 180 meters Scaled)
 DA0009
 DA0009                          SUPERSEDED SURVEY CONTROL
 DA0009
 DA0009  NGVD 29 (??/??/92)  464.547  (m)         1524.10   (f) ADJ UNCH    2 0
 DA0009
 DA0009.Superseded values are not recommended for survey control.
 DA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0009.See file dsdata.txt to determine how the superseded data were derived.
 DA0009
 DA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795486(NAD 83)
 DA0009_MARKER: DB = BENCH MARK DISK
 DA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0009_STAMPING: G 89 1935
 DA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0009+STABILITY: SURFACE MOTION
 DA0009
 DA0009  HISTORY     - Date     Condition        Report By
 DA0009  HISTORY     - 1935     MONUMENTED       CGS
 DA0009  HISTORY     - 1977     GOOD             USGS
 DA0009
 DA0009                          STATION DESCRIPTION
 DA0009
 DA0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0009'6.5 MI S FROM MOBILE.
 DA0009'6.5 MILES SOUTH ALONG A DIRT ROAD LEADING TO THE BELLA LOMA SERVICE
 DA0009'STATION FROM MOBILE, MARICOPA COUNTY, IN A SANDY VALLEY, 150 FEET
 DA0009'NORTH OF A SMALL SAND WASH, AND 18 FEET EAST OF THE CENTERLINE OF THE
 DA0009'ROAD.  A STANDARD DISK, STAMPED G 89 1935 AND SET IN THE TOP OF A
 DA0009'CONCRETE POST.
 DA0009
 DA0009                          STATION RECOVERY (1977)
 DA0009
 DA0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0009'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0009'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0009'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE 1.0 MI N. ALONG A
 DA0009'SECTION LINE RD., THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0009'THENCE N. ALONG A SECTION LINE RD. FOR 4.3 MI TO RD. END, THENCE
 DA0009'CONTINUE CROSS COUNTRY N. ALONG A FENCE LINE FOR 0.7 MI, ABOUT 400 FT
 DA0009'S. OF SEC COR 19/T5S/R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1036 ***********************************************************************
 DA1036  DESIGNATION -  G 9
 DA1036  PID         -  DA1036
 DA1036  STATE/COUNTY-  AZ/YUMA
 DA1036  USGS QUAD   -  KOFA (1982)
 DA1036
 DA1036                         *CURRENT SURVEY CONTROL
 DA1036  ___________________________________________________________________
 DA1036* NAD 83(1986)-  32 52 48.     (N)    113 39 02.     (W)     SCALED    
 DA1036* NAVD 88     -       119.09   (+/-2cm)     390.7    (feet)  VERTCON   
 DA1036  ___________________________________________________________________
 DA1036  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DA1036
 DA1036  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1036
 DA1036.The horizontal coordinates were scaled from a topographic map and have
 DA1036.an estimated accuracy of +/- 6 seconds.
 DA1036
 DA1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1036.The vertical order pertains to the NGVD 29 superseded value.
 DA1036
 DA1036.The geoid height was determined by GEOID03.
 DA1036
 DA1036;                    North         East    Units  Estimated Accuracy
 DA1036;SPC AZ W     -   208,460.      222,670.      MT  (+/- 180 meters Scaled)
 DA1036
 DA1036                          SUPERSEDED SURVEY CONTROL
 DA1036
 DA1036  NGVD 29 (??/??/92)  118.474  (m)          388.69   (f) ADJ UNCH    1 2
 DA1036
 DA1036.Superseded values are not recommended for survey control.
 DA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1036.See file dsdata.txt to determine how the superseded data were derived.
 DA1036
 DA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB520410(NAD 83)
 DA1036_MARKER: DB = BENCH MARK DISK
 DA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1036_STAMPING: 388.693 G 9 1927
 DA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1036+STABILITY: SURFACE MOTION
 DA1036
 DA1036  HISTORY     - Date     Condition        Report By
 DA1036  HISTORY     - 1927     MONUMENTED       CGS
 DA1036  HISTORY     - 1958     GOOD             NGS
 DA1036
 DA1036                          STATION DESCRIPTION
 DA1036
 DA1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DA1036'19.6 MI SW FROM HYDER.
 DA1036'19.6 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1036'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 8-1/3 POLES
 DA1036'SOUTHWEST OF MILEPOST 803, 5 POLES NORTHEAST OF THE STATION AT KOFA,
 DA1036'4-1/3 POLES SOUTHWEST OF SEMAPHORE 8028, 95 FEET SOUTHEAST OF THE
 DA1036'CENTERLINE OF THE TRACK, 15 1/2 FEET SOUTHEAST OF THE NORTHWEST CORNER
 DA1036'OF A BOARD FENCE SURROUNDING THE SECTION HOUSE FOUNDATION, 1 FOOT
 DA1036'SOUTHWEST OF THE FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 DA1036'DISK, STAMPED 388.693 G 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 DA1036'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0288 ***********************************************************************
 DA0288  DESIGNATION -  G 90
 DA0288  PID         -  DA0288
 DA0288  STATE/COUNTY-  AZ/PIMA
 DA0288  USGS QUAD   -  VENTANA (1990)
 DA0288
 DA0288                         *CURRENT SURVEY CONTROL
 DA0288  ___________________________________________________________________
 DA0288* NAD 83(1986)-  32 27 09.     (N)    112 11 05.     (W)     SCALED    
 DA0288* NAVD 88     -       708.00   (+/-2cm)    2322.8    (feet)  VERTCON   
 DA0288  ___________________________________________________________________
 DA0288  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0288
 DA0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0288
 DA0288.The horizontal coordinates were scaled from a topographic map and have
 DA0288.an estimated accuracy of +/- 6 seconds.
 DA0288
 DA0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0288.The vertical order pertains to the NGVD 29 superseded value.
 DA0288
 DA0288.The geoid height was determined by GEOID03.
 DA0288
 DA0288;                    North         East    Units  Estimated Accuracy
 DA0288;SPC AZ C     -   161,070.      188,160.      MT  (+/- 180 meters Scaled)
 DA0288
 DA0288                          SUPERSEDED SURVEY CONTROL
 DA0288
 DA0288  NGVD 29 (??/??/92)  707.311  (m)         2320.57   (f) ADJ UNCH    2 0
 DA0288
 DA0288.Superseded values are not recommended for survey control.
 DA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0288.See file dsdata.txt to determine how the superseded data were derived.
 DA0288
 DA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA886912(NAD 83)
 DA0288_MARKER: DB = BENCH MARK DISK
 DA0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0288_STAMPING: G 90 1935
 DA0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0288+STABILITY: SURFACE MOTION
 DA0288
 DA0288  HISTORY     - Date     Condition        Report By
 DA0288  HISTORY     - 1935     MONUMENTED       CGS
 DA0288  HISTORY     - 1952     GOOD             NGS
 DA0288
 DA0288                          STATION DESCRIPTION
 DA0288
 DA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0288'3.75 MI E FROM VENTANA.
 DA0288'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0288'ABOUT 1/2 MILE DUE EAST OF A HIGH ROCKY ISOLATED PEAK, 72 FEET SOUTH
 DA0288'OF THE CROSSING OF A WASH AND THE Y JUNCTION OF A TRACK ROAD LEADING
 DA0288'NORTH, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 17 FEET WEST OF
 DA0288'THE CENTER LINE OF AND ABOUT LEVEL WITH THE MAIN ROAD AND THE JUNCTION
 DA0288'OF A TRACK ROAD LEADING EAST, 1.7 FEET EAST OF A WITNESS POST, AND SET
 DA0288'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0936 ***********************************************************************
 CZ0936  DESIGNATION -  G 91
 CZ0936  PID         -  CZ0936
 CZ0936  STATE/COUNTY-  AZ/PIMA
 CZ0936  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0936
 CZ0936                         *CURRENT SURVEY CONTROL
 CZ0936  ___________________________________________________________________
 CZ0936* NAD 83(1986)-  32 19 13.     (N)    111 57 21.     (W)     SCALED    
 CZ0936* NAVD 88     -       542.28   (+/-2cm)    1779.1    (feet)  VERTCON   
 CZ0936  ___________________________________________________________________
 CZ0936  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CZ0936
 CZ0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0936
 CZ0936.The horizontal coordinates were scaled from a topographic map and have
 CZ0936.an estimated accuracy of +/- 6 seconds.
 CZ0936
 CZ0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0936.The vertical order pertains to the NGVD 29 superseded value.
 CZ0936
 CZ0936.The geoid height was determined by GEOID03.
 CZ0936
 CZ0936;                    North         East    Units  Estimated Accuracy
 CZ0936;SPC AZ C     -   146,380.      209,670.      MT  (+/- 180 meters Scaled)
 CZ0936
 CZ0936                          SUPERSEDED SURVEY CONTROL
 CZ0936
 CZ0936  NGVD 29 (??/??/92)  541.664  (m)         1777.11   (f) ADJ UNCH    2 0
 CZ0936
 CZ0936.Superseded values are not recommended for survey control.
 CZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0936.See file dsdata.txt to determine how the superseded data were derived.
 CZ0936
 CZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA100763(NAD 83)
 CZ0936_MARKER: DB = BENCH MARK DISK
 CZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0936_STAMPING: G 91 1935
 CZ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0936+STABILITY: SURFACE MOTION
 CZ0936
 CZ0936  HISTORY     - Date     Condition        Report By
 CZ0936  HISTORY     - 1935     MONUMENTED       CGS
 CZ0936  HISTORY     - 1952     GOOD             NGS
 CZ0936
 CZ0936                          STATION DESCRIPTION
 CZ0936
 CZ0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0936'4.85 MI E FROM SANTA ROSA.
 CZ0936'4.85 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0936'BETWEEN TWO LARGE CLEARINGS, 0.2 MILE EAST OF THE CROSSING OF A 7 FOOT
 CZ0936'DEEP WASH WHICH OUTLINES THE EAST EDGE OF THE WEST CLEARING, ABOUT 50
 CZ0936'YARDS WEST OF THE WEST EDGE OF THE EAST CLEARING, 85 FEET SOUTH OF THE
 CZ0936'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.9 FEET NORTHEAST OF A
 CZ0936'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0886 ***********************************************************************
 CZ0886  DESIGNATION -  G 93
 CZ0886  PID         -  CZ0886
 CZ0886  STATE/COUNTY-  AZ/PIMA
 CZ0886  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0886
 CZ0886                         *CURRENT SURVEY CONTROL
 CZ0886  ___________________________________________________________________
 CZ0886* NAD 83(1986)-  32 22 43.     (N)    111 47 19.     (W)     SCALED    
 CZ0886* NAVD 88     -       567.60   (+/-2cm)    1862.2    (feet)  VERTCON   
 CZ0886  ___________________________________________________________________
 CZ0886  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0886
 CZ0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0886
 CZ0886.The horizontal coordinates were scaled from a topographic map and have
 CZ0886.an estimated accuracy of +/- 6 seconds.
 CZ0886
 CZ0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0886.The vertical order pertains to the NGVD 29 superseded value.
 CZ0886
 CZ0886.The geoid height was determined by GEOID03.
 CZ0886
 CZ0886;                    North         East    Units  Estimated Accuracy
 CZ0886;SPC AZ C     -   152,850.      225,410.      MT  (+/- 180 meters Scaled)
 CZ0886
 CZ0886                          SUPERSEDED SURVEY CONTROL
 CZ0886
 CZ0886  NGVD 29 (??/??/92)  567.017  (m)         1860.29   (f) ADJ UNCH    2 0
 CZ0886
 CZ0886.Superseded values are not recommended for survey control.
 CZ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0886.See file dsdata.txt to determine how the superseded data were derived.
 CZ0886
 CZ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA258826(NAD 83)
 CZ0886_MARKER: DB = BENCH MARK DISK
 CZ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0886_STAMPING: G 93 1935
 CZ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0886+STABILITY: SURFACE MOTION
 CZ0886
 CZ0886  HISTORY     - Date     Condition        Report By
 CZ0886  HISTORY     - 1935     MONUMENTED       CGS
 CZ0886  HISTORY     - 1952     GOOD             NGS
 CZ0886
 CZ0886                          STATION DESCRIPTION
 CZ0886
 CZ0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0886'19.25 MI SE FROM KOMELIH.
 CZ0886'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0886'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 8.2 MILES SOUTH
 CZ0886'ALONG A DIM TRACK ROAD, 19.65 MILES NORTHEAST OF THE SCHOOL AT SANTA
 CZ0886'ROSA, AT A SMALL CLEARING, IN A FLAT COVERED WITH GREASWOOD, 0.4 MILE
 CZ0886'NORTH OF A LARGE WOODEN GATE WHICH THE ROAD PASSES THROUGH, ABOUT 100
 CZ0886'YARDS SOUTH OF A SMALL SANDY WASH, 15 FEET SOUTHWEST OF THE CENTER
 CZ0886'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET SOUTHEAST OF A WITNESS
 CZ0886'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ0886'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0603 ***********************************************************************
 CZ0603  DESIGNATION -  G 94
 CZ0603  PID         -  CZ0603
 CZ0603  STATE/COUNTY-  AZ/PIMA
 CZ0603  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0603
 CZ0603                         *CURRENT SURVEY CONTROL
 CZ0603  ___________________________________________________________________
 CZ0603* NAD 83(1986)-  32 27 45.     (N)    111 27 48.     (W)     SCALED    
 CZ0603* NAVD 88     -       697.07   (+/-2cm)    2287.0    (feet)  VERTCON   
 CZ0603  ___________________________________________________________________
 CZ0603  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0603
 CZ0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0603
 CZ0603.The horizontal coordinates were scaled from a topographic map and have
 CZ0603.an estimated accuracy of +/- 6 seconds.
 CZ0603
 CZ0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0603.The vertical order pertains to the NGVD 29 superseded value.
 CZ0603
 CZ0603.The geoid height was determined by GEOID03.
 CZ0603
 CZ0603;                    North         East    Units  Estimated Accuracy
 CZ0603;SPC AZ C     -   162,240.      255,980.      MT  (+/- 180 meters Scaled)
 CZ0603
 CZ0603                          SUPERSEDED SURVEY CONTROL
 CZ0603
 CZ0603  NGVD 29 (??/??/92)  696.520  (m)         2285.17   (f) ADJ UNCH    2 0
 CZ0603
 CZ0603.Superseded values are not recommended for survey control.
 CZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0603.See file dsdata.txt to determine how the superseded data were derived.
 CZ0603
 CZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA564917(NAD 83)
 CZ0603_MARKER: DB = BENCH MARK DISK
 CZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0603_STAMPING: G 94 1935
 CZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0603+STABILITY: SURFACE MOTION
 CZ0603
 CZ0603  HISTORY     - Date     Condition        Report By
 CZ0603  HISTORY     - 1935     MONUMENTED       CGS
 CZ0603  HISTORY     - 1951     GOOD             NGS
 CZ0603
 CZ0603                          STATION DESCRIPTION
 CZ0603
 CZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0603'10.3 MI E FROM SILVER BELL.
 CZ0603'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0603'BELL, THENCE 3.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.1 MILE
 CZ0603'SOUTHEAST OF THE INTERSECTION OF THE EL PASO NATURAL GAS CO. PRIVATE
 CZ0603'ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 2.2
 CZ0603'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0603'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 CZ0603'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0608 ***********************************************************************
 FR0608  DESIGNATION -  G 95
 FR0608  PID         -  FR0608
 FR0608  STATE/COUNTY-  AZ/MOHAVE
 FR0608  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0608
 FR0608                         *CURRENT SURVEY CONTROL
 FR0608  ___________________________________________________________________
 FR0608* NAD 83(1986)-  35 54 09.     (N)    113 51 07.     (W)     SCALED    
 FR0608* NAVD 88     -      1520.265  (meters)    4987.74   (feet)  POSTED    
 FR0608  ___________________________________________________________________
 FR0608  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0608  DYNAMIC HT  -        1518.430 (meters)    4981.72  (feet)  COMP
 FR0608  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 FR0608
 FR0608  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0608
 FR0608.The horizontal coordinates were scaled from a topographic map and have
 FR0608.an estimated accuracy of +/- 6 seconds.
 FR0608
 FR0608.The orthometric height was determined by differential leveling
 FR0608.and adjusted by the National Geodetic Survey in 1992..
 FR0608.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0608.rate of 0.0 thru 1.0 mm/km.
 FR0608
 FR0608.The geoid height was determined by GEOID03.
 FR0608
 FR0608.The dynamic height is computed by dividing the NAVD 88
 FR0608.geopotential number by the normal gravity value computed on the
 FR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0608.degrees latitude (g = 980.6199 gals.).
 FR0608
 FR0608.The modeled gravity was interpolated from observed gravity values.
 FR0608
 FR0608;                    North         East    Units  Estimated Accuracy
 FR0608;SPC AZ W     -   543,720.      204,160.      MT  (+/- 180 meters Scaled)
 FR0608
 FR0608                          SUPERSEDED SURVEY CONTROL
 FR0608
 FR0608  NGVD 29 (??/??/92) 1519.427  (m)         4984.99   (f) ADJ UNCH    2 0
 FR0608
 FR0608.Superseded values are not recommended for survey control.
 FR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0608.See file dsdata.txt to determine how the superseded data were derived.
 FR0608
 FR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE426768(NAD 83)
 FR0608_MARKER: DB = BENCH MARK DISK
 FR0608_SETTING: 66 = SET IN ROCK OUTCROP
 FR0608_SP_SET: LIMESTONE OUTCROP
 FR0608_STAMPING: G 95 1935
 FR0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0608+STABILITY: POSITION/ELEVATION WELL
 FR0608
 FR0608  HISTORY     - Date     Condition        Report By
 FR0608  HISTORY     - 1935     MONUMENTED       CGS
 FR0608  HISTORY     - 1968     GOOD             USGS
 FR0608
 FR0608                          STATION DESCRIPTION
 FR0608
 FR0608'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0608'51.2 MI NW FROM PEACH SPRINGS.
 FR0608'51.2 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, AT THE JUNCTION
 FR0608'A JEEP TRAIL, LEADING NORTH, AND A TRACK ROAD, 0.2 MILES EAST OF AN
 FR0608'EARTH TANK, 155 FEET EAST OF THE ROAD AT DRAIN CROSSING, 100 FEET
 FR0608'SOUTH OF A JEEP TRAIL LEADING NORTH, 100 FEET NORTH OF A DRAIN, 6 FEET
 FR0608'EAST OF THE WEST EDGE AND IN THE TOP OF A GREY LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0653 ***********************************************************************
 FR0653  DESIGNATION -  G 96
 FR0653  PID         -  FR0653
 FR0653  STATE/COUNTY-  AZ/MOHAVE
 FR0653  USGS QUAD   -  HINDU CANYON (1967)
 FR0653
 FR0653                         *CURRENT SURVEY CONTROL
 FR0653  ___________________________________________________________________
 FR0653* NAD 83(1986)-  35 38 26.     (N)    113 32 47.     (W)     SCALED    
 FR0653* NAVD 88     -      1446.498  (meters)    4745.72   (feet)  POSTED    
 FR0653  ___________________________________________________________________
 FR0653  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FR0653  DYNAMIC HT  -        1444.710 (meters)    4739.85  (feet)  COMP
 FR0653  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 FR0653
 FR0653  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0653
 FR0653.The horizontal coordinates were scaled from a topographic map and have
 FR0653.an estimated accuracy of +/- 6 seconds.
 FR0653
 FR0653.The orthometric height was determined by differential leveling
 FR0653.and adjusted by the National Geodetic Survey in 1992..
 FR0653.No vertical observational check was made to the station.
 FR0653.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0653.was located on a no-check spur therefore a value was not computed.
 FR0653
 FR0653.The geoid height was determined by GEOID03.
 FR0653
 FR0653.The dynamic height is computed by dividing the NAVD 88
 FR0653.geopotential number by the normal gravity value computed on the
 FR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0653.degrees latitude (g = 980.6199 gals.).
 FR0653
 FR0653.The modeled gravity was interpolated from observed gravity values.
 FR0653
 FR0653;                    North         East    Units  Estimated Accuracy
 FR0653;SPC AZ W     -   514,670.      231,800.      MT  (+/- 180 meters Scaled)
 FR0653
 FR0653                          SUPERSEDED SURVEY CONTROL
 FR0653
 FR0653  NGVD 29 (??/??/92) 1445.602  (m)         4742.78   (f) ADJ UNCH    2 0
 FR0653
 FR0653.Superseded values are not recommended for survey control.
 FR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0653.See file dsdata.txt to determine how the superseded data were derived.
 FR0653
 FR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694470(NAD 83)
 FR0653_MARKER: DB = BENCH MARK DISK
 FR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0653_STAMPING: G 96 1935
 FR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0653+STABILITY: SURFACE MOTION
 FR0653
 FR0653  HISTORY     - Date     Condition        Report By
 FR0653  HISTORY     - 1935     MONUMENTED       CGS
 FR0653  HISTORY     - 1958     GOOD             NGS
 FR0653
 FR0653                          STATION DESCRIPTION
 FR0653
 FR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0653'9.2 MI NW FROM PEACH SPRINGS.
 FR0653'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0653'COUNTY, THENCE ABOUT 4.0 MILES NORTHEAST ALONG A ROAD, ABOUT 150 YARDS
 FR0653'NORTH OF THE TOP OF A KNOLL, AND 15 FEET WEST OF THE CENTER LINE OF
 FR0653'THE ROAD.  A STANDARD DISK, STAMPED G 96 1935 AND SET IN THE TOP OF A
 FR0653'CONCRETE POST.
 FR0653
 FR0653                          STATION RECOVERY (1958)
 FR0653
 FR0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0388 ***********************************************************************
 FR0388  DESIGNATION -  G 97
 FR0388  PID         -  FR0388
 FR0388  STATE/COUNTY-  AZ/MOHAVE
 FR0388  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0388
 FR0388                         *CURRENT SURVEY CONTROL
 FR0388  ___________________________________________________________________
 FR0388* NAD 83(1986)-  35 33 04.     (N)    113 25 17.     (W)     SCALED    
 FR0388* NAVD 88     -      1428.285  (meters)    4685.97   (feet)  POSTED    
 FR0388  ___________________________________________________________________
 FR0388  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FR0388  DYNAMIC HT  -        1426.500 (meters)    4680.11  (feet)  COMP
 FR0388  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 FR0388
 FR0388  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0388
 FR0388.The horizontal coordinates were scaled from a topographic map and have
 FR0388.an estimated accuracy of +/- 6 seconds.
 FR0388
 FR0388.The orthometric height was determined by differential leveling
 FR0388.and adjusted by the National Geodetic Survey in 1992..
 FR0388.No vertical observational check was made to the station.
 FR0388.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0388.was located on a no-check spur therefore a value was not computed.
 FR0388
 FR0388.The geoid height was determined by GEOID03.
 FR0388
 FR0388.The dynamic height is computed by dividing the NAVD 88
 FR0388.geopotential number by the normal gravity value computed on the
 FR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0388.degrees latitude (g = 980.6199 gals.).
 FR0388
 FR0388.The modeled gravity was interpolated from observed gravity values.
 FR0388
 FR0388;                    North         East    Units  Estimated Accuracy
 FR0388;SPC AZ W     -   504,780.      243,150.      MT  (+/- 180 meters Scaled)
 FR0388
 FR0388                          SUPERSEDED SURVEY CONTROL
 FR0388
 FR0388  NGVD 29 (??/??/92) 1427.348  (m)         4682.89   (f) ADJ UNCH    2 0
 FR0388
 FR0388.Superseded values are not recommended for survey control.
 FR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0388.See file dsdata.txt to determine how the superseded data were derived.
 FR0388
 FR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE805368(NAD 83)
 FR0388_MARKER: DB = BENCH MARK DISK
 FR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0388_STAMPING: G 97 1935
 FR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0388+STABILITY: SURFACE MOTION
 FR0388
 FR0388  HISTORY     - Date     Condition        Report By
 FR0388  HISTORY     - 1935     MONUMENTED       CGS
 FR0388  HISTORY     - 1955     GOOD             NGS
 FR0388  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0388
 FR0388                          STATION DESCRIPTION
 FR0388
 FR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0388'1.9 MI N FROM PEACH SPRINGS.
 FR0388'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS GO EAST ON U. S.
 FR0388'HIGHWAY NO. 66 FOR 0.1 MILE, TURN LEFT ON BLACK-TOP ROAD AND GO 0.6
 FR0388'MILES.  TAKE THE LEFT FORK (A GRAVEL ROAD) AND CONTINUE NORTHERLY PAST
 FR0388'A SMALL AIRPORT AND LUMBER MILL, FOR 1.1 MILES TO THE BENCH MARK ON
 FR0388'THE LEFT.  THE MARK IS 15 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD.
 FR0388'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 FR0388'PROJECTING 6 INCHES.
 FR0388
 FR0388                          STATION RECOVERY (1982)
 FR0388
 FR0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0388'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0109 ***********************************************************************
 ET0109  DESIGNATION -  G 98
 ET0109  PID         -  ET0109
 ET0109  STATE/COUNTY-  AZ/YAVAPAI
 ET0109  USGS QUAD   -  PERKINSVILLE (1973)
 ET0109
 ET0109                         *CURRENT SURVEY CONTROL
 ET0109  ___________________________________________________________________
 ET0109* NAD 83(1986)-  34 53 55.     (N)    112 12 29.     (W)     SCALED    
 ET0109* NAVD 88     -      1196.84   (+/-2cm)    3926.6    (feet)  VERTCON   
 ET0109  ___________________________________________________________________
 ET0109  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ET0109
 ET0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0109
 ET0109.The horizontal coordinates were scaled from a topographic map and have
 ET0109.an estimated accuracy of +/- 6 seconds.
 ET0109
 ET0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0109.The vertical order pertains to the NGVD 29 superseded value.
 ET0109
 ET0109.The geoid height was determined by GEOID03.
 ET0109
 ET0109;                    North         East    Units  Estimated Accuracy
 ET0109;SPC AZ C     -   432,370.      186,730.      MT  (+/- 180 meters Scaled)
 ET0109
 ET0109                          SUPERSEDED SURVEY CONTROL
 ET0109
 ET0109  NGVD 29 (??/??/92) 1196.091  (m)         3924.18   (f) ADJ UNCH    2 0
 ET0109
 ET0109.Superseded values are not recommended for survey control.
 ET0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0109.See file dsdata.txt to determine how the superseded data were derived.
 ET0109
 ET0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD896624(NAD 83)
 ET0109_MARKER: DB = BENCH MARK DISK
 ET0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0109_STAMPING: G 98 1935
 ET0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0109+STABILITY: SURFACE MOTION
 ET0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0109+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0109
 ET0109  HISTORY     - Date     Condition        Report By
 ET0109  HISTORY     - 1935     MONUMENTED       CGS
 ET0109  HISTORY     - 20010511 GOOD             NGS
 ET0109
 ET0109                          STATION DESCRIPTION
 ET0109
 ET0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0109'1.3 MI N FROM PERKINSVILLE.
 ET0109'1.3 MI. N. ALONG ROAD TO WILLIAMS. ABOUT 0.3 MI. N OF R. R. CROSSING,
 ET0109'50 FT. S. AT THE CENTER LINE OF A DRY WASH, 40 FT. W. OF THE CENTER
 ET0109'LINE OF HIGHWAY, 4 FT. S OF A FENCE CORNER, 1 FT. E. OF FENCE LINE.
 ET0109
 ET0109                          STATION RECOVERY (2001)
 ET0109
 ET0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0829 ***********************************************************************
 DW0829  DESIGNATION -  G 99
 DW0829  PID         -  DW0829
 DW0829  STATE/COUNTY-  AZ/LA PAZ
 DW0829  USGS QUAD   -  BOUSE (1990)
 DW0829
 DW0829                         *CURRENT SURVEY CONTROL
 DW0829  ___________________________________________________________________
 DW0829* NAD 83(1986)-  33 59 23.     (N)    114 04 47.     (W)     SCALED    
 DW0829* NAVD 88     -       247.94   (+/-2cm)     813.4    (feet)  VERTCON   
 DW0829  ___________________________________________________________________
 DW0829  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DW0829
 DW0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0829
 DW0829.The horizontal coordinates were scaled from a topographic map and have
 DW0829.an estimated accuracy of +/- 6 seconds.
 DW0829
 DW0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0829.The vertical order pertains to the NGVD 29 superseded value.
 DW0829
 DW0829.The geoid height was determined by GEOID03.
 DW0829
 DW0829;                    North         East    Units  Estimated Accuracy
 DW0829;SPC AZ W     -   331,570.      182,900.      MT  (+/- 180 meters Scaled)
 DW0829
 DW0829                          SUPERSEDED SURVEY CONTROL
 DW0829
 DW0829  NGVD 29 (??/??/??)  247.321  (m)          811.42   (f) ADJUSTED    2 0
 DW0829
 DW0829.Superseded values are not recommended for survey control.
 DW0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0829.See file dsdata.txt to determine how the superseded data were derived.
 DW0829
 DW0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT697648(NAD 83)
 DW0829_MARKER: DB = BENCH MARK DISK
 DW0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0829_STAMPING: G 99 1935
 DW0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0829+STABILITY: SURFACE MOTION
 DW0829
 DW0829  HISTORY     - Date     Condition        Report By
 DW0829  HISTORY     - 1935     MONUMENTED       CGS
 DW0829
 DW0829                          STATION DESCRIPTION
 DW0829
 DW0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0829'4.7 MI SE FROM WALL.
 DW0829'ABOUT 4.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0829'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 181 YARDS
 DW0829'(16 RAILS) SOUTHEAST OF MILEPOST 86, 12 RAILS SOUTHEAST OF WOODEN
 DW0829'BRIDGE 86 C, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 DW0829'AND 4.5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 DW0829'G 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1056 ***********************************************************************
 DA1056  DESIGNATION -  GAEL
 DA1056  PID         -  DA1056
 DA1056  STATE/COUNTY-  AZ/YUMA
 DA1056  USGS QUAD   -  TACNA (1982)
 DA1056
 DA1056                         *CURRENT SURVEY CONTROL
 DA1056  ___________________________________________________________________
 DA1056* NAD 83(1992)-  32 41 48.36252(N)    113 57 24.53855(W)     ADJUSTED  
 DA1056* NAVD 88     -       105.989  (meters)     347.73   (feet)  ADJUSTED  
 DA1056  ___________________________________________________________________
 DA1056  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 DA1056  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1056  DYNAMIC HT  -         105.867 (meters)     347.33  (feet)  COMP
 DA1056  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 DA1056
 DA1056  HORZ ORDER  -  FIRST
 DA1056  VERT ORDER  -  FIRST     CLASS II
 DA1056
 DA1056.The horizontal coordinates were established by classical geodetic methods
 DA1056.and adjusted by the National Geodetic Survey in August 1993..
 DA1056
 DA1056.The orthometric height was determined by differential leveling
 DA1056.and adjusted by the National Geodetic Survey in June 1991..
 DA1056
 DA1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1056
 DA1056.The geoid height was determined by GEOID03.
 DA1056
 DA1056.The dynamic height is computed by dividing the NAVD 88
 DA1056.geopotential number by the normal gravity value computed on the
 DA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1056.degrees latitude (g = 980.6199 gals.).
 DA1056
 DA1056.The modeled gravity was interpolated from observed gravity values.
 DA1056
 DA1056;                    North         East     Units Scale Factor Converg.
 DA1056;SPC AZ W     -   188,151.049   193,967.787   MT  0.99993797   -0 06 42.2
 DA1056;SPC AZ W     -   617,293.47    636,377.25   iFT  0.99993797   -0 06 42.2
 DA1056;UTM  12      - 3,621,537.332   222,793.954   MT  1.00054765   -1 35 53.8
 DA1056;UTM  11      - 3,621,766.654   785,306.276   MT  1.00060385   +1 38 42.1
 DA1056
 DA1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1056!SPC AZ W     -   0.99998854  x   0.99993797  =   0.99992651
 DA1056!UTM  12      -   0.99998854  x   1.00054765  =   1.00053619
 DA1056!UTM  11      -   0.99998854  x   1.00060385  =   1.00059239
 DA1056
 DA1056|---------------------------------------------------------------------|
 DA1056| PID    Reference Object                     Distance      Geod. Az  |
 DA1056|                                                           dddmmss.s |
 DA1056| DA1057 GAEL RM 1                            20.028 METERS 07949     |
 DA1056| CH2324 GAEL RM 3 AZIMUTH                                  08916     |
 DA1056| DA1198 GAEL RM 4                            87.200 METERS 11306     |
 DA1056| DA1197 GAEL RM 5                            95.887 METERS 12105     |
 DA1056| DA1055 GAEL RM 2                            17.385 METERS 17021     |
 DA1056| DA1432 POSO                                APPROX. 7.1 KM 2130222.9 |
 DA1056|---------------------------------------------------------------------|
 DA1056
 DA1056                          SUPERSEDED SURVEY CONTROL
 DA1056
 DA1056  NAD 83(1986)-  32 41 48.35972(N)    113 57 24.54453(W) AD(       ) 1
 DA1056  NAD 27      -  32 41 48.18800(N)    113 57 21.79400(W) AD(       ) 1
 DA1056  NGVD 29 (07/19/86)  104.61   (m)          343.2    (f) LEVELING    3  
 DA1056
 DA1056.Superseded values are not recommended for survey control.
 DA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1056.See file dsdata.txt to determine how the superseded data were derived.
 DA1056
 DA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2279421537(NAD 83)
 DA1056_MARKER: DS = TRIANGULATION STATION DISK
 DA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1056_STAMPING: GAEL 1934
 DA1056_MARK LOGO: CGS   
 DA1056_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1056+STABILITY: SURFACE MOTION
 DA1056
 DA1056  HISTORY     - Date     Condition        Report By
 DA1056  HISTORY     - 1934     MONUMENTED       CGS
 DA1056  HISTORY     - 1952     GOOD             CGS
 DA1056  HISTORY     - 1952     GOOD             NGS
 DA1056  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056
 DA1056                          STATION DESCRIPTION
 DA1056
 DA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1056'STATION IS ABOUT 9 MILES AIR LINE ENE OF WELLTON.  ABOUT
 DA1056'3-1/2 MILES AIR LINE E OF TACNA.  ABOUT 0.2 MILE W OF RALPHS
 DA1056'SERVICE STATION.  ON U.S. HIGHWAY 80 AND ABOUT 100 FEET N
 DA1056'OF SAID HIGHWAY.
 DA1056'
 DA1056'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DA1056'IN CONCRETE.
 DA1056'
 DA1056'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 DA1056'IN A DEPRESSION IN A BOULDER 3 FEET BELOW THE GROUND.
 DA1056'
 DA1056'AZIMUTH MARK IS ABOUT 0.2 MILE AIR LINE ESE OF STATION.  MARK
 DA1056'IS SET IN DRILL HOLE IN THE ABUTMENT OF A SIGNAL TOWER, SOUTHERN
 DA1056'PACIFIC RAILROAD, AND ON THE N SIDE OF TRACKS.  IT IS ALSO
 DA1056'OPPOSITE SITE OF RALPHS SERVICE STATION.
 DA1056'
 DA1056'REACHED FROM TACNA AS FOLLOWS--GO E ON U.S. HIGHWAY 80 FOR
 DA1056'3.7 MILES TO STATION WHICH IS LOCATED ON N SIDE OF HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1952)
 DA1056
 DA1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1056'STATION IS LOCATED, 10.4 MILES EAST ALONG THE SOUTHERN PACIFIC
 DA1056'COMPANY RAILROAD FROM THE WATER TANK AT WELLTON, AT RALPHS
 DA1056'MILL, AT THE T AND W MOTEL, A STANDARD TRIANGULATION STATION
 DA1056'DISK STAMPED GAEL 1934 SET IN THE TOP OF A CONCRETE POST
 DA1056'PROJECTING 0.4 FOOT ABOVE THE GROUND, 109 FEET NORTH OF THE
 DA1056'CENTER LINE OF THE HIGHWAY, 129 FEET WEST OF A STREET, 14.7
 DA1056'FEET EAST OF THE SOUTHEAST CORNER OF THE T AND W MOTEL,
 DA1056'REFERENCE MARK NO. 1 A STANDARD REFERENCE MARK DISK STAMPED GAEL
 DA1056'R.M.  1 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA1056'FOOT ABOVE THE GROUND, 97 FEET EAST OF THE EAST SIDE OF THE
 DA1056'T AND W MOTEL, 118 FEET NORTH OF THE CENTER LINE OF THE
 DA1056'HIGHWAY, 64.2 FEET EAST OF THE STATION, 58 FEET WEST OF
 DA1056'A STREET, AND 1 FOOT LOWER THAN THE HIGHWAY.  REFERENCE
 DA1056'MARK NO. 2, A STANDARD REFERENCE MARK DISK STAMPED GAEL
 DA1056'R.M. 2 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DA1056'FOOT ABOVE THE GROUND, 86.9 FEET SOUTHWEST OF GAEL R.M.
 DA1056'NO 1, 49.7 FEET NORTH OF THE CENTER LINE OF THE
 DA1056'HIGHWAY, 57 FEET SOUTH OF THE STATION, 35.2 FEET
 DA1056'NORTHEAST OF THE EAST CORNER OF THE T AND W MOTEL, AND
 DA1056'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  AZIMUTH MARK, A THOROUGH
 DA1056'SEARCH WAS MADE FOR THIS MARK, BUT NOT RECOVERED AT
 DA1056'THIS DATE.
 DA1056
 DA1056                          STATION RECOVERY (1952)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA1056'10.4 MI E FROM WELLTON.
 DA1056'10.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1056'WATER TANK AT WELLTON AT RALPHS MILL, AT THE T AND W MOTEL, 109 FEET
 DA1056'NORTH OF THE CENTER LINE OF THE HIGHWAY, 129 FEET WEST OF A STREET,
 DA1056'14.7 FEET EAST OF THE MOTEL, 57 FEET NORTH OF GAEL R.M. 2, 64.2 FEET
 DA1056'WEST OF GAEL R.M. 1, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 DA1056'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1056'NOTE-- IN THE TOWN OF TACNA, SITUATED ALONG THE EAST SIDE OF DARLING
 DA1056'RANCH MOTEL, 15 FEET EAST FROM ITS WALL.  100 FEET NORTH FROM THE
 DA1056'CENTERLINE OF THE PRESENT HIGHWAY, AND 120 FEET WEST FROM THE
 DA1056'CENTERLINE OF A SIDE STREET.
 DA1056
 DA1056                          STATION RECOVERY (1960)
 DA1056
 DA1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1056'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 DA1056'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 2 AND 3 HAVE
 DA1056'BEEN DESTROYED.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED
 DA1056'AT THIS OCCUPATION.
 DA1056'
 DA1056'REFERENCE MARK 4, STAMPED GAEL NO 4 1934, IS A STANDARD
 DA1056'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES
 DA1056'AND IS 99.5 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1056'PACIFIC RAILROAD, 50 FEET SOUTH OF THE CENTER LINE OF U.S.
 DA1056'HIGHWAY 80 AND 3 FEET WEST OF OF A METAL WITNESS POST WITH
 DA1056'SIGN ATTACHED.
 DA1056'
 DA1056'REFERENCE MARK 5, STAMPED GAEL NO 5 1934, IS A STANDARD
 DA1056'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1056'AREA, 49 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC
 DA1056'RAILROAD AND 1.5 FEET NORTHWEST OF A TELEGRAPH POLE.  THE
 DA1056'ARROW IS POINTING TOWARDS REFERENCE MARK 4.
 DA1056'
 DA1056'THE STATION MARK IS IN A LOCATION WHERE IT MAY ULTIMATELY
 DA1056'BE DISTURBED.  R.M. 4 IS THE SUBSTITUTE STATION.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1056'POST OFFICE IN TACNA, 33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF
 DA1056'THE HIGHWAY, 39.3 M (129 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DA1056'STREET, 13.0 M (42.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DA1056'CINDER BLOCK BUILDING, 4.6 M (15.0 FT) NORTHEAST OF THE NORTHEAST
 DA1056'FACE OF THE BUILDING, 95.9 M (314 FT) NORTHWEST OF GAEL RM 5, 87.2 M
 DA1056'NORTHWEST OF GAEL RM 4.
 DA1056'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1056'POST OFFICE IN TACNA, 33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF
 DA1056'THE HIGHWAY, 39.3 M (129 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DA1056'STREET, 13.0 M (42.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DA1056'CINDER BLOCK BUILDING, 4.6 M (15.0 FT) NORTHEAST OF THE NORTHEAST
 DA1056'FACE OF THE BUILDING, 95.9 M (314 FT) NORTHWEST OF GAEL RM 5, 87.2 M
 DA1056'NORTHWEST OF GAEL RM 4.
 DA1056'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1055 ***********************************************************************
 DA1055  DESIGNATION -  GAEL RM 2
 DA1055  PID         -  DA1055
 DA1055  STATE/COUNTY-  AZ/YUMA
 DA1055  USGS QUAD   -  TACNA (1982)
 DA1055
 DA1055                         *CURRENT SURVEY CONTROL
 DA1055  ___________________________________________________________________
 DA1055* NAD 83(1986)-  32 41 48.     (N)    113 57 24.     (W)     SCALED    
 DA1055* NAVD 88     -       106.14   (+/-2cm)     348.2    (feet)  VERTCON   
 DA1055  ___________________________________________________________________
 DA1055  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1055
 DA1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1055
 DA1055.The horizontal coordinates were scaled from a topographic map and have
 DA1055.an estimated accuracy of +/- 6 seconds.
 DA1055
 DA1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1055.The vertical order pertains to the NGVD 29 superseded value.
 DA1055
 DA1055.The geoid height was determined by GEOID03.
 DA1055
 DA1055;                    North         East    Units  Estimated Accuracy
 DA1055;SPC AZ W     -   188,140.      193,980.      MT  (+/- 180 meters Scaled)
 DA1055
 DA1055                          SUPERSEDED SURVEY CONTROL
 DA1055
 DA1055  NGVD 29 (??/??/92)  105.47   (m)          346.0    (f) COMPUTED    1 2
 DA1055
 DA1055.Superseded values are not recommended for survey control.
 DA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1055.See file dsdata.txt to determine how the superseded data were derived.
 DA1055
 DA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB228215(NAD 83)
 DA1055_MARKER: DR = REFERENCE MARK DISK
 DA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1055_STAMPING: GAEL NO.2 1934
 DA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1055+STABILITY: SURFACE MOTION
 DA1055
 DA1055  HISTORY     - Date     Condition        Report By
 DA1055  HISTORY     - 1934     MONUMENTED       CGS
 DA1055  HISTORY     - 1952     GOOD             NGS
 DA1055
 DA1055                          STATION DESCRIPTION
 DA1055
 DA1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1055'10.4 MI E FROM WELLTON.
 DA1055'10.4 MILES EAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1055'WATER TANK AT WELLTON, AT RALPHS MILL, AT THE T AND W MOTEL, 86.9 FEET
 DA1055'SOUTHWEST OF GAEL R.M. NO. 1, 49.7 FEET NORTH OF THE CENTER LINE OF
 DA1055'THE HIGHWAY, 57 FEET SOUTH OF GAEL TRIANGULATION STATION, 35.2 FEET
 DA1055'NORTHEAST OF THE EAST CORNER OF THE MOTEL, ABOUT 1 FOOT LOWER THAN THE
 DA1055'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 DA1055'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1198 ***********************************************************************
 DA1198  DESIGNATION -  GAEL RM 4
 DA1198  PID         -  DA1198
 DA1198  STATE/COUNTY-  AZ/YUMA
 DA1198  USGS QUAD   -  TACNA (1982)
 DA1198
 DA1198                         *CURRENT SURVEY CONTROL
 DA1198  ___________________________________________________________________
 DA1198* NAD 83(1992)-  32 41 47.25198(N)    113 57 21.45922(W)     ADJUSTED  
 DA1198* NAVD 88     -       106.790  (meters)     350.36   (feet)  ADJUSTED  
 DA1198  ___________________________________________________________________
 DA1198  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DA1198  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1198  DYNAMIC HT  -         106.667 (meters)     349.96  (feet)  COMP
 DA1198  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 DA1198
 DA1198  HORZ ORDER  -  SECOND
 DA1198  VERT ORDER  -  FIRST     CLASS II
 DA1198
 DA1198.The horizontal coordinates were established by classical geodetic methods
 DA1198.and adjusted by the National Geodetic Survey in August 1993..
 DA1198
 DA1198.The orthometric height was determined by differential leveling
 DA1198.and adjusted by the National Geodetic Survey in June 1991..
 DA1198
 DA1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1198
 DA1198.The geoid height was determined by GEOID03.
 DA1198
 DA1198.The dynamic height is computed by dividing the NAVD 88
 DA1198.geopotential number by the normal gravity value computed on the
 DA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1198.degrees latitude (g = 980.6199 gals.).
 DA1198
 DA1198.The modeled gravity was interpolated from observed gravity values.
 DA1198
 DA1198;                    North         East     Units Scale Factor Converg.
 DA1198;SPC AZ W     -   188,116.685   194,047.925   MT  0.99993793   -0 06 40.5
 DA1198;SPC AZ W     -   617,180.73    636,640.17   iFT  0.99993793   -0 06 40.5
 DA1198;UTM  12      - 3,621,500.878   222,873.222   MT  1.00054711   -1 35 52.1
 DA1198;UTM  11      - 3,621,734.741   785,387.484   MT  1.00060442   +1 38 43.7
 DA1198
 DA1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1198!SPC AZ W     -   0.99998842  x   0.99993793  =   0.99992635
 DA1198!UTM  12      -   0.99998842  x   1.00054711  =   1.00053552
 DA1198!UTM  11      -   0.99998842  x   1.00060442  =   1.00059283
 DA1198
 DA1198:                Primary Azimuth Mark                     Grid Az
 DA1198:SPC AZ W     -  SIGMA                                    080 10 25.5
 DA1198:UTM  12      -  SIGMA                                    081 39 37.1
 DA1198:UTM  11      -  SIGMA                                    078 25 01.3
 DA1198
 DA1198|---------------------------------------------------------------------|
 DA1198| PID    Reference Object                     Distance      Geod. Az  |
 DA1198|                                                           dddmmss.s |
 DA1198| DA1138 SIGMA                               APPROX. 2.6 KM 0800345.0 |
 DA1198| DA1197 GAEL RM 5                            15.418 METERS 17254     |
 DA1198| DA1056 GAEL                                 87.200 METERS 29306     |
 DA1198| CH2325 GAEL RM 1                            71.307 METERS 30158     |
 DA1198|---------------------------------------------------------------------|
 DA1198
 DA1198                          SUPERSEDED SURVEY CONTROL
 DA1198
 DA1198  NAD 83(1986)-  32 41 47.24921(N)    113 57 21.46530(W) AD(       ) 2
 DA1198  NAD 27      -  32 41 47.07730(N)    113 57 18.71400(W) AD(       ) 2
 DA1198  NGVD 29 (07/19/86)  106.13   (m)          348.2    (f) LEVELING    3  
 DA1198
 DA1198.Superseded values are not recommended for survey control.
 DA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1198.See file dsdata.txt to determine how the superseded data were derived.
 DA1198
 DA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2287321501(NAD 83)
 DA1198_MARKER: DR = REFERENCE MARK DISK
 DA1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1198_SP_SET: CONCRETE POST
 DA1198_STAMPING: GAEL NO 4 1934
 DA1198_MARK LOGO: CGS   
 DA1198_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1198+STABILITY: SURFACE MOTION
 DA1198
 DA1198  HISTORY     - Date     Condition        Report By
 DA1198  HISTORY     - 1960     MONUMENTED       CGS
 DA1198  HISTORY     - 1964     GOOD             USGS
 DA1198  HISTORY     - 1981     GOOD             NGS
 DA1198
 DA1198                          STATION DESCRIPTION
 DA1198
 DA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1198'THE STATION IS IN THE TOWN OF TACNA (NEW TACNA), 285 FEET
 DA1198'SOUTHEAST OF THE SOUTHEAST CORNER OF THE DARLING RANCH MOTEL,
 DA1198'50 FEET SOUTH FROM THE CENTER LINE OF U.S. HIGHWAY 80, 99.5
 DA1198'FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD
 DA1198'AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1198'
 DA1198'THE STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN
 DA1198'A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 DA1198'GAEL NO 4 1934.
 DA1198'
 DA1198'THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK SET
 DA1198'IN A MASS OF CONCRETE ABOUT 30 INCHES BELOW THE SURFACE
 DA1198'AND IS STAMPED GAEL NO 4 1934.  REFERENCE MARK 2 WAS FOUND
 DA1198'DESTROYED, THE CONCRETE POST ABOVE GROUND.
 DA1198'
 DA1198'REFERENCE MARK 5, STAMPED GAEL NO 5 1934, IS A STANDARD
 DA1198'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 DA1198'IS SET 1.5 FEET NORTHWEST OF A TELEGRAPH POLE 49 FEET NORTH
 DA1198'OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD.  THE
 DA1198'ARROW IS POINTING TO R.M. 4.
 DA1198'
 DA1198'GAEL 1934, STAMPED GAEL 1934 WITH AN UNDERGROUND MARK STAMPED
 DA1198'IDENTICALLY, IS A STANDARD TRIANGULATION DISK SET IN A SQUARE
 DA1198'CONCRETE POST PROJECTING 4 INCHES.  IT IS 10 FEET EAST OF THE EAST
 DA1198'WALL OF THE DARLING RANCH MOTEL AND 100 FEET NORTH OF THE
 DA1198'CENTER LINE OF U.S. HIGHWAY 80.
 DA1198'
 DA1198'GAEL R.M. 1 1934 IS A STANDARD REFERENCE MARK DISK SET IN
 DA1198'A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING AREA, 100
 DA1198'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80 WITH THE
 DA1198'ARROW POINTING TOWARDS GAEL 1934.
 DA1198'
 DA1198'B M 1118 + 45 IS A BRONZE DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 DA1198'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH HEADWALL OF A
 DA1198'CULVERT 15 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80
 DA1198'AND STAMPED 347.48 1118 + 45 1941.  IT IS 1-FOOT HIGHER THAN
 DA1198'THE SURFACE OF THE HIGHWAY.
 DA1198'
 DA1198'A 2-WHEEL DRIVE STATION.
 DA1198
 DA1198                          STATION RECOVERY (1964)
 DA1198
 DA1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1198'RECOVERED IN GOOD CONDITION.
 DA1198
 DA1198                          STATION RECOVERY (1981)
 DA1198
 DA1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1198'IN TACNA.
 DA1198'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1198'POST OFFICE IN TACNA, 15.2 M (50.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1198'THE HIGHWAY, 29.9 M (98.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 DA1198'THE SOUTHERN PACIFIC RAILROAD TRACKS, 87.2 M (286 FT) SOUTHEAST
 DA1198'ACROSS THE HIGHWAY FROM STATION GAEL, 15.2 M (50.0 FT) NORTHWEST OF
 DA1198'GAEL RM 5.
 DA1198'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA1198'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1197 ***********************************************************************
 DA1197  DESIGNATION -  GAEL RM 5
 DA1197  PID         -  DA1197
 DA1197  STATE/COUNTY-  AZ/YUMA
 DA1197  USGS QUAD   -  TACNA (1982)
 DA1197
 DA1197                         *CURRENT SURVEY CONTROL
 DA1197  ___________________________________________________________________
 DA1197* NAD 83(1992)-  32 41 46.75531(N)    113 57 21.38604(W)     ADJUSTED  
 DA1197* NAVD 88     -       106.769  (meters)     350.29   (feet)  ADJUSTED  
 DA1197  ___________________________________________________________________
 DA1197  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DA1197  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1197  DYNAMIC HT  -         106.646 (meters)     349.89  (feet)  COMP
 DA1197  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 DA1197
 DA1197  HORZ ORDER  -  SECOND
 DA1197  VERT ORDER  -  FIRST     CLASS II
 DA1197
 DA1197.The horizontal coordinates were established by classical geodetic methods
 DA1197.and adjusted by the National Geodetic Survey in August 1993..
 DA1197.No horizontal observational check was made to the station.
 DA1197
 DA1197.The orthometric height was determined by differential leveling
 DA1197.and adjusted by the National Geodetic Survey in June 1991..
 DA1197
 DA1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1197
 DA1197.The geoid height was determined by GEOID03.
 DA1197
 DA1197.The dynamic height is computed by dividing the NAVD 88
 DA1197.geopotential number by the normal gravity value computed on the
 DA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1197.degrees latitude (g = 980.6199 gals.).
 DA1197
 DA1197.The modeled gravity was interpolated from observed gravity values.
 DA1197
 DA1197;                    North         East     Units Scale Factor Converg.
 DA1197;SPC AZ W     -   188,101.382   194,049.802   MT  0.99993793   -0 06 40.5
 DA1197;SPC AZ W     -   617,130.52    636,646.33   iFT  0.99993793   -0 06 40.5
 DA1197;UTM  12      - 3,621,485.522   222,874.701   MT  1.00054710   -1 35 52.0
 DA1197;UTM  11      - 3,621,719.493   785,389.830   MT  1.00060444   +1 38 43.7
 DA1197
 DA1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1197!SPC AZ W     -   0.99998842  x   0.99993793  =   0.99992635
 DA1197!UTM  12      -   0.99998842  x   1.00054710  =   1.00053551
 DA1197!UTM  11      -   0.99998842  x   1.00060444  =   1.00059285
 DA1197
 DA1197                          SUPERSEDED SURVEY CONTROL
 DA1197
 DA1197  NAD 83(1986)-  32 41 46.75255(N)    113 57 21.39212(W) AD(       ) 2
 DA1197  NAD 27      -  32 41 46.58070(N)    113 57 18.64076(W) AD(       ) 2
 DA1197
 DA1197.Superseded values are not recommended for survey control.
 DA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1197.See file dsdata.txt to determine how the superseded data were derived.
 DA1197
 DA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2287521486(NAD 83)
 DA1197_MARKER: DR = REFERENCE MARK DISK
 DA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1197_SP_SET: CONCRETE POST
 DA1197_STAMPING: GAEL NO 5 1934
 DA1197_MARK LOGO: CGS   
 DA1197_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1197+STABILITY: SURFACE MOTION
 DA1197
 DA1197  HISTORY     - Date     Condition        Report By
 DA1197  HISTORY     - 1960     MONUMENTED       CGS
 DA1197  HISTORY     - 1981     GOOD             NGS
 DA1197
 DA1197                          STATION DESCRIPTION
 DA1197
 DA1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1197'IN TACNA.
 DA1197'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1197'POST OFFICE IN TACNA, 30.5 M (100 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1197'THE HIGHWAY, 14.3 M (47.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA1197'SOUTHERN PACIFIC RAILROAD TRACKS, 95.9 M (315 FT) SOUTHEAST ACROSS THE
 DA1197'HIGHWAY FROM STATION GAEL, 15.2 M (50.0 FT) SOUTHEAST OF GAEL RM 4.
 DA1197'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA1197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1556 ***********************************************************************
 DA1556  DESIGNATION -  GAF
 DA1556  PID         -  DA1556
 DA1556  STATE/COUNTY-  AZ/MARICOPA
 DA1556  USGS QUAD   -  GILA BEND (1973)
 DA1556
 DA1556                         *CURRENT SURVEY CONTROL
 DA1556  ___________________________________________________________________
 DA1556* NAD 83(1992)-  32 53 26.34849(N)    112 44 56.34368(W)     ADJUSTED  
 DA1556* NAVD 88     -       253.12   (+/-2cm)     830.4    (feet)  VERTCON   
 DA1556  ___________________________________________________________________
 DA1556  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DA1556  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA1556
 DA1556  HORZ ORDER  -  SECOND
 DA1556  VERT ORDER  -  THIRD ? (See Below)
 DA1556
 DA1556.The horizontal coordinates were established by classical geodetic methods
 DA1556.and adjusted by the National Geodetic Survey in August 1993..
 DA1556
 DA1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1556.The vertical order pertains to the NGVD 29 superseded value.
 DA1556
 DA1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1556
 DA1556.The geoid height was determined by GEOID03.
 DA1556
 DA1556;                    North         East     Units Scale Factor Converg.
 DA1556;SPC AZ C     -   209,932.881   135,488.086   MT  0.99997475   -0 27 07.2
 DA1556;SPC AZ C     -   688,756.17    444,514.72   iFT  0.99997475   -0 27 07.2
 DA1556;UTM  12      - 3,640,520.930   336,405.424   MT  0.99993000   -0 56 59.9
 DA1556
 DA1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1556!SPC AZ C     -   0.99996517  x   0.99997475  =   0.99993992
 DA1556!UTM  12      -   0.99996517  x   0.99993000  =   0.99989517
 DA1556
 DA1556|---------------------------------------------------------------------|
 DA1556| PID    Reference Object                     Distance      Geod. Az  |
 DA1556|                                                           dddmmss.s |
 DA1556| CH5194 GAF RM 1                             13.194 METERS 02542     |
 DA1556| DA1555 MCCOY                               APPROX. 5.7 KM 0254630.2 |
 DA1556| DA1551 GILA BEND AFB WATER TANK            APPROX. 1.9 KM 1193839.5 |
 DA1556| CH5195 GAF RM 2                             13.154 METERS 20618     |
 DA1556|---------------------------------------------------------------------|
 DA1556
 DA1556                          SUPERSEDED SURVEY CONTROL
 DA1556
 DA1556  NAD 83(1986)-  32 53 26.34146(N)    112 44 56.34851(W) AD(       ) 2
 DA1556  NAD 27      -  32 53 26.17207(N)    112 44 53.74796(W) AD(       ) 2
 DA1556  NGVD 29 (07/19/86)  252.53   (m)          828.5    (f) LEVELING    3  
 DA1556
 DA1556.Superseded values are not recommended for survey control.
 DA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1556.See file dsdata.txt to determine how the superseded data were derived.
 DA1556
 DA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3640540521(NAD 83)
 DA1556_MARKER: DD = SURVEY DISK
 DA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1556+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1556
 DA1556  HISTORY     - Date     Condition        Report By
 DA1556  HISTORY     - 1975     MONUMENTED       AZDT
 DA1556  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA1556  HISTORY     - 20060128 GOOD             USPSQD
 DA1556  HISTORY     - 20060128 GOOD             USPSQD
 DA1556
 DA1556                          STATION DESCRIPTION
 DA1556
 DA1556'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1556'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF GILA BEND
 DA1556'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1556'
 DA1556'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED GAF
 DA1556'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1556'PROJECTING 0.3 FEET.  THE STATION IS 94 FEET WEST OF THE
 DA1556'CENTERLINE OF STATE ROUTE 85, 106 FEET EAST OF THE WEST
 DA1556'RIGHT-OF-WAY FENCE AND MARKED BY A WITNESS POST 3 FEET TO THE
 DA1556'WEST.
 DA1556'
 DA1556'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1556'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1556'IS 106.5 FEET EAST OF RIGHT-OF-WAY FENCE, 43.3 FEET NORTH OF A
 DA1556'WITNESS POST, 3.5 FEET EAST OF A LINE OF UTILITY POLES, 71 FEET
 DA1556'SOUTH OF UNMARKED UTILITY POLE, AND 94 FEET WEST OF CENTERLINE
 DA1556'OF STATE HWY. 85.
 DA1556'
 DA1556'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1556'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1556'IS 105.5 FEET EAST OF A RIGHT-OF-WAY FENCE, 43.2 FEET SOUTH OF A
 DA1556'WITNESS POST AND 94 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1556'
 DA1556'TO REACH THE STATION FROM MARTIN AVE AND U.S. 80 IN GILA BEND,
 DA1556'GO WEST 0.91 MILES TO THE AJO AND STATE ROUTE 85 TURNOFF,
 DA1556'TURN RIGHT AND FOLLOW RAMP UNDER I-8 UNDERPASS AND CONTINUE
 DA1556'SOUTHERLY ALONG STATE ROUTE 85 TO MILE POST 4.52 (4.0 MILES)
 DA1556'AND STATION ON THE WEST RIGHT-OF-WAY.
 DA1556'
 DA1556'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1556
 DA1556                          STATION RECOVERY (2001)
 DA1556
 DA1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1556'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1556
 DA1556                          STATION RECOVERY (2006)
 DA1556
 DA1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1556'RECOVERED AS DESCRIBED.
 DA1556
 DA1556                          STATION RECOVERY (2006)
 DA1556
 DA1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1556'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0236 ***********************************************************************
 GP0236  DESIGNATION -  GAGE RM 1
 GP0236  PID         -  GP0236
 GP0236  STATE/COUNTY-  AZ/COCONINO
 GP0236  USGS QUAD   -  LEES FERRY (1985)
 GP0236
 GP0236                         *CURRENT SURVEY CONTROL
 GP0236  ___________________________________________________________________
 GP0236* NAD 83(1986)-  36 51 29.     (N)    111 34 36.     (W)     SCALED    
 GP0236* NAVD 88     -       952.024  (meters)    3123.43   (feet)  POSTED    
 GP0236  ___________________________________________________________________
 GP0236  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0236  DYNAMIC HT  -         950.960 (meters)    3119.94  (feet)  COMP
 GP0236  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 GP0236
 GP0236  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0236
 GP0236.The horizontal coordinates were scaled from a topographic map and have
 GP0236.an estimated accuracy of +/- 6 seconds.
 GP0236
 GP0236.The orthometric height was determined by differential leveling
 GP0236.and adjusted by the National Geodetic Survey in 1992..
 GP0236.No vertical observational check was made to the station.
 GP0236.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0236.was located on a no-check spur therefore a value was not computed.
 GP0236
 GP0236.The geoid height was determined by GEOID03.
 GP0236
 GP0236.The dynamic height is computed by dividing the NAVD 88
 GP0236.geopotential number by the normal gravity value computed on the
 GP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0236.degrees latitude (g = 980.6199 gals.).
 GP0236
 GP0236.The modeled gravity was interpolated from observed gravity values.
 GP0236
 GP0236;                    North         East    Units  Estimated Accuracy
 GP0236;SPC AZ C     -   649,770.      243,680.      MT  (+/- 180 meters Scaled)
 GP0236
 GP0236                          SUPERSEDED SURVEY CONTROL
 GP0236
 GP0236  NGVD 29 (??/??/92)  951.156  (m)         3120.58   (f) ADJ UNCH    1 2
 GP0236
 GP0236.Superseded values are not recommended for survey control.
 GP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0236.See file dsdata.txt to determine how the superseded data were derived.
 GP0236
 GP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF485792(NAD 83)
 GP0236_MARKER: DD = SURVEY DISK
 GP0236_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0236_SP_SET: UNSPEC. ROCK
 GP0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0236
 GP0236  HISTORY     - Date     Condition        Report By
 GP0236  HISTORY     - UNK      MONUMENTED       USGS
 GP0236  HISTORY     - 1962     GOOD             NGS
 GP0236
 GP0236                          STATION DESCRIPTION
 GP0236
 GP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0236'0.2 MI NE FROM LEES FERRY.
 GP0236'0.2 MILE UPSTREAM ALONG COLORADO RIVER FROM THE OLD FERRY CROSSING AT
 GP0236'LEES FERRY, COCONINO COUNTY, 585 FEET DOWNSTREAM FROM THE GAGING
 GP0236'CABLE, 60 FEET DOWNSTREAM FROM A LARGE ROCK IN THE RIVER, AND IN A
 GP0236'ROCK ON THE SOUTHEAST SHORE.  A UNITED STATES GEOLOGICAL SURVEY
 GP0236'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0515 ***********************************************************************
 DU0515  DESIGNATION -  GAGING STA RM
 DU0515  PID         -  DU0515
 DU0515  STATE/COUNTY-  AZ/PINAL
 DU0515  USGS QUAD   -  NORTH BUTTE (1978)
 DU0515
 DU0515                         *CURRENT SURVEY CONTROL
 DU0515  ___________________________________________________________________
 DU0515* NAD 83(1986)-  33 05 57.     (N)    111 14 47.     (W)     SCALED    
 DU0515* NAVD 88     -       482.10   (+/-2cm)    1581.7    (feet)  VERTCON   
 DU0515  ___________________________________________________________________
 DU0515  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DU0515
 DU0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0515
 DU0515.The horizontal coordinates were scaled from a topographic map and have
 DU0515.an estimated accuracy of +/- 6 seconds.
 DU0515
 DU0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0515.The vertical order pertains to the NGVD 29 superseded value.
 DU0515
 DU0515.The geoid height was determined by GEOID03.
 DU0515
 DU0515;                    North         East    Units  Estimated Accuracy
 DU0515;SPC AZ C     -   232,950.      275,920.      MT  (+/- 180 meters Scaled)
 DU0515
 DU0515                          SUPERSEDED SURVEY CONTROL
 DU0515
 DU0515  NGVD 29 (??/??/92)  481.531  (m)         1579.82   (f) ADJ UNCH    2 0
 DU0515
 DU0515.Superseded values are not recommended for survey control.
 DU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0515.See file dsdata.txt to determine how the superseded data were derived.
 DU0515
 DU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB770623(NAD 83)
 DU0515_MARKER: DD = SURVEY DISK
 DU0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0515_SP_SET: DAM
 DU0515_STAMPING: GAGING STATION
 DU0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0515
 DU0515  HISTORY     - Date     Condition        Report By
 DU0515  HISTORY     - UNK      MONUMENTED       USGS
 DU0515  HISTORY     - 1934     GOOD             NGS
 DU0515
 DU0515                          STATION DESCRIPTION
 DU0515
 DU0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0515'0.7 MI W FROM PRICE.
 DU0515'0.7 MILE WEST OF PRICE, AT THE SOUTHEAST WALL OF THE ASHURST-HAYDEN
 DU0515'DAM, IN THE TOP OF AN OFFSET IN THE CEMENT ABOVE THE WATER LEVEL, AND
 DU0515'3 FEET SOUTH OF A WATER GAGE.  A UNITED STATES GEOLOGICAL SURVEY
 DU0515'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0575 ***********************************************************************
 CY0575  DESIGNATION -  GAGING STATION
 CY0575  PID         -  CY0575
 CY0575  STATE/COUNTY-  AZ/GRAHAM
 CY0575  USGS QUAD   -  SAFFORD (1985)
 CY0575
 CY0575                         *CURRENT SURVEY CONTROL
 CY0575  ___________________________________________________________________
 CY0575* NAD 83(1986)-  32 48 07.     (N)    109 38 21.     (W)     SCALED    
 CY0575* NAVD 88     -       908.354  (meters)    2980.16   (feet)  ADJUSTED  
 CY0575  ___________________________________________________________________
 CY0575  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0575  DYNAMIC HT  -         907.084 (meters)    2975.99  (feet)  COMP
 CY0575  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 CY0575
 CY0575  VERT ORDER  -  SECOND    CLASS 0
 CY0575
 CY0575.The horizontal coordinates were scaled from a topographic map and have
 CY0575.an estimated accuracy of +/- 6 seconds.
 CY0575
 CY0575.The orthometric height was determined by differential leveling
 CY0575.and adjusted by the National Geodetic Survey in June 1991..
 CY0575
 CY0575.The geoid height was determined by GEOID03.
 CY0575
 CY0575.The dynamic height is computed by dividing the NAVD 88
 CY0575.geopotential number by the normal gravity value computed on the
 CY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0575.degrees latitude (g = 980.6199 gals.).
 CY0575
 CY0575.The modeled gravity was interpolated from observed gravity values.
 CY0575
 CY0575;                    North         East    Units  Estimated Accuracy
 CY0575;SPC AZ E     -   199,910.      262,760.      MT  (+/- 180 meters Scaled)
 CY0575
 CY0575                          SUPERSEDED SURVEY CONTROL
 CY0575
 CY0575  NGVD 29 (??/??/92)  907.764  (m)         2978.22   (f) ADJ UNCH    2 0
 CY0575
 CY0575.Superseded values are not recommended for survey control.
 CY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0575.See file dsdata.txt to determine how the superseded data were derived.
 CY0575
 CY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB274301(NAD 83)
 CY0575_MARKER: DD = SURVEY DISK
 CY0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0575_SP_SET: ABUTMENT
 CY0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0575
 CY0575  HISTORY     - Date     Condition        Report By
 CY0575  HISTORY     - UNK      MONUMENTED       USGS
 CY0575  HISTORY     - 1945     GOOD             NGS
 CY0575
 CY0575                          STATION DESCRIPTION
 CY0575
 CY0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0575'IN SOLOMON.
 CY0575'AT SOLOMON, 0.2 MILE NORTH OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY0575'STATION, SET IN THE WEST END OF THE SOUTH OLD ABANDONED BRIDGE
 CY0575'ABUTMENT, THE GAGING STATION BEING LOCATED ON THE WEST END OF THE
 CY0575'NORTH ABUTMENT, 26.6 FEET WEST OF THE SOUTHWEST CORNER OF THE NEW
 CY0575'STEEL BRIDGE, 0.8 FOOT EAST OF THE WEST END AND 0.8 FOOT SOUTH OF THE
 CY0575'NORTH FACE OF ABUTMENT.  BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0834 ***********************************************************************
 ET0834  DESIGNATION -  GAGING STATION
 ET0834  PID         -  ET0834
 ET0834  STATE/COUNTY-  AZ/LA PAZ
 ET0834  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0834
 ET0834                         *CURRENT SURVEY CONTROL
 ET0834  ___________________________________________________________________
 ET0834* NAD 83(1986)-  34 15 23.     (N)    113 58 44.     (W)     SCALED    
 ET0834* NAVD 88     -       180.65   (+/-2cm)     592.7    (feet)  VERTCON   
 ET0834  ___________________________________________________________________
 ET0834  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ET0834
 ET0834  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0834
 ET0834.The horizontal coordinates were scaled from a topographic map and have
 ET0834.an estimated accuracy of +/- 6 seconds.
 ET0834
 ET0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0834.The vertical order pertains to the NGVD 29 superseded value.
 ET0834
 ET0834.The geoid height was determined by GEOID03.
 ET0834
 ET0834;                    North         East    Units  Estimated Accuracy
 ET0834;SPC AZ W     -   361,130.      192,280.      MT  (+/- 180 meters Scaled)
 ET0834
 ET0834                          SUPERSEDED SURVEY CONTROL
 ET0834
 ET0834  NGVD 29 (08/15/05)  180.043  (m)          590.69   (f) ADJUSTED    1 1
 ET0834
 ET0834.Superseded values are not recommended for survey control.
 ET0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0834.See file dsdata.txt to determine how the superseded data were derived.
 ET0834
 ET0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC256946(NAD 83)
 ET0834_MARKER: DD = SURVEY DISK
 ET0834_SETTING: 66 = SET IN ROCK OUTCROP
 ET0834_SP_SET: SET IN ROCK OUTCROP
 ET0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0834+STABILITY: POSITION/ELEVATION WELL
 ET0834
 ET0834  HISTORY     - Date     Condition        Report By
 ET0834  HISTORY     - 1928     MONUMENTED       USGS
 ET0834  HISTORY     - 1976     GOOD             NGS
 ET0834
 ET0834                          STATION DESCRIPTION
 ET0834
 ET0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0834'29.1 MI WEST FROM BOUSE.
 ET0834'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0834'BOUSE, THENCE 1.15 MILE WEST ALONG THE PLANET RANCH ROAD, 19 FT. NORTH
 ET0834'OF THE CENTERLINE OF THE ROAD, 12 FT. SOUTH OF A GAGING STATION, ON
 ET0834'THE SOUTH BANK OF THE WILLIAMS RIVER.
 ET0834'THE MARK IS 10 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0140 ***********************************************************************
 CF0140  DESIGNATION -  GAGING STATION
 CF0140  PID         -  CF0140
 CF0140  STATE/COUNTY-  AZ/COCHISE
 CF0140  USGS QUAD   -  DOUGLAS (1978)
 CF0140
 CF0140                         *CURRENT SURVEY CONTROL
 CF0140  ___________________________________________________________________
 CF0140* NAD 83(1986)-  31 21 10.     (N)    109 35 05.     (W)     SCALED    
 CF0140* NAVD 88     -      1195.32   (+/-2cm)    3921.6    (feet)  VERTCON   
 CF0140  ___________________________________________________________________
 CF0140  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0140
 CF0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0140
 CF0140.The horizontal coordinates were scaled from a topographic map and have
 CF0140.an estimated accuracy of +/- 6 seconds.
 CF0140
 CF0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0140.The vertical order pertains to the NGVD 29 superseded value.
 CF0140
 CF0140.The geoid height was determined by GEOID03.
 CF0140
 CF0140;                    North         East    Units  Estimated Accuracy
 CF0140;SPC AZ E     -    39,260.      268,730.      MT  (+/- 180 meters Scaled)
 CF0140
 CF0140                          SUPERSEDED SURVEY CONTROL
 CF0140
 CF0140  NGVD 29 (??/??/92) 1194.512  (m)         3918.99   (f) ADJ UNCH    2 0
 CF0140
 CF0140.Superseded values are not recommended for survey control.
 CF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0140.See file dsdata.txt to determine how the superseded data were derived.
 CF0140
 CF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV346695(NAD 83)
 CF0140_MARKER: DD = SURVEY DISK
 CF0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0140_SP_SET: CURB
 CF0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0140
 CF0140  HISTORY     - Date     Condition        Report By
 CF0140  HISTORY     - UNK      MONUMENTED       USGS
 CF0140  HISTORY     - 1934     GOOD             NGS
 CF0140  HISTORY     - 1957     GOOD             DOD
 CF0140
 CF0140                          STATION DESCRIPTION
 CF0140
 CF0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0140'1.9 MI W FROM DOUGLAS.
 CF0140'DISK SET ON TOP OF CONCRETE CURB AT THE SOUTHEAST CORNER OF U.S.
 CF0140'HIGHWAY NO. 80 BRIDGE.  ABOUT 100 YARDS.  NORTH OF THE S.P.R.R.
 CF0140
 CF0140                          STATION RECOVERY (1957)
 CF0140
 CF0140'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 CF0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0156 ***********************************************************************
 GP0156  DESIGNATION -  GAGING STATION RM
 GP0156  PID         -  GP0156
 GP0156  STATE/COUNTY-  AZ/COCONINO
 GP0156  USGS QUAD   -  MOENAVE SE (1969)
 GP0156
 GP0156                         *CURRENT SURVEY CONTROL
 GP0156  ___________________________________________________________________
 GP0156* NAD 83(1986)-  36 05 33.     (N)    111 17 43.     (W)     SCALED    
 GP0156* NAVD 88     -      1379.672  (meters)    4526.47   (feet)  ADJUSTED  
 GP0156  ___________________________________________________________________
 GP0156  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 GP0156  DYNAMIC HT  -        1377.983 (meters)    4520.93  (feet)  COMP
 GP0156  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 GP0156
 GP0156  VERT ORDER  -  FIRST     CLASS II
 GP0156
 GP0156.The horizontal coordinates were scaled from a topographic map and have
 GP0156.an estimated accuracy of +/- 6 seconds.
 GP0156
 GP0156.The orthometric height was determined by differential leveling
 GP0156.and adjusted by the National Geodetic Survey in June 1991..
 GP0156
 GP0156.The geoid height was determined by GEOID03.
 GP0156
 GP0156.The dynamic height is computed by dividing the NAVD 88
 GP0156.geopotential number by the normal gravity value computed on the
 GP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0156.degrees latitude (g = 980.6199 gals.).
 GP0156
 GP0156.The modeled gravity was interpolated from observed gravity values.
 GP0156
 GP0156;                    North         East    Units  Estimated Accuracy
 GP0156;SPC AZ C     -   564,950.      269,320.      MT  (+/- 180 meters Scaled)
 GP0156
 GP0156                          SUPERSEDED SURVEY CONTROL
 GP0156
 GP0156  NGVD 29 (??/??/92) 1378.798  (m)         4523.61   (f) ADJ UNCH    1 2
 GP0156
 GP0156.Superseded values are not recommended for survey control.
 GP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0156.See file dsdata.txt to determine how the superseded data were derived.
 GP0156
 GP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE734942(NAD 83)
 GP0156_MARKER: DD = SURVEY DISK
 GP0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0156_SP_SET: ABUTMENT
 GP0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0156
 GP0156  HISTORY     - Date     Condition        Report By
 GP0156  HISTORY     - UNK      MONUMENTED       USGS
 GP0156  HISTORY     - 1934     GOOD             NGS
 GP0156
 GP0156                          STATION DESCRIPTION
 GP0156
 GP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0156'4.9 MI SW FROM TUBA CITY.
 GP0156'4.9 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0156'COUNTY, AT THE NORTH END OF A STEEL BRIDGE OVER MOENKOPI WASH, IN THE
 GP0156'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 7 INCHES FROM THE
 GP0156'EAST END, AND 4 INCHES FROM THE NORTH FACE OF THE ABUTMENT.  A UNITED
 GP0156'STATES GEOLOGICAL SURVEY STANDARD REFERENCE-MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2190 ***********************************************************************
 DV2190  DESIGNATION -  GALE
 DV2190  PID         -  DV2190
 DV2190  STATE/COUNTY-  AZ/MARICOPA
 DV2190  USGS QUAD   -  WICKENBURG (1978)
 DV2190
 DV2190                         *CURRENT SURVEY CONTROL
 DV2190  ___________________________________________________________________
 DV2190* NAD 83(1992)-  33 55 40.22914(N)    112 41 09.32798(W)     ADJUSTED  
 DV2190* NAVD 88     -       639.8    (meters)    2099.     (feet)  VERTCON   
 DV2190  ___________________________________________________________________
 DV2190  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DV2190  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2190
 DV2190  HORZ ORDER  -  SECOND
 DV2190
 DV2190.The horizontal coordinates were established by classical geodetic methods
 DV2190.and adjusted by the National Geodetic Survey in August 1993..
 DV2190
 DV2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2190
 DV2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2190
 DV2190.The geoid height was determined by GEOID03.
 DV2190
 DV2190;                    North         East     Units Scale Factor Converg.
 DV2190;SPC AZ C     -   324,917.189   142,238.550   MT  0.99996234   -0 25 45.8
 DV2190;SPC AZ C     - 1,066,001.28    466,661.91   iFT  0.99996234   -0 25 45.8
 DV2190;UTM  12      - 3,755,435.095   344,168.463   MT  0.99989936   -0 56 28.3
 DV2190
 DV2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2190!SPC AZ C     -   0.99990422  x   0.99996234  =   0.99986656
 DV2190!UTM  12      -   0.99990422  x   0.99989936  =   0.99980359
 DV2190
 DV2190|---------------------------------------------------------------------|
 DV2190| PID    Reference Object                     Distance      Geod. Az  |
 DV2190|                                                           dddmmss.s |
 DV2190| CH5197 GALE RM 2                             8.837 METERS 23308     |
 DV2190| CH5196 GALE RM 1                             5.093 METERS 32045     |
 DV2190| DV2191 LARK                                APPROX. 2.6 KM 3213321.9 |
 DV2190|---------------------------------------------------------------------|
 DV2190
 DV2190                          SUPERSEDED SURVEY CONTROL
 DV2190
 DV2190  NAD 83(1986)-  33 55 40.22667(N)    112 41 09.33099(W) AD(       ) 2
 DV2190  NAD 27      -  33 55 40.10987(N)    112 41 06.68819(W) AD(       ) 2
 DV2190  NGVD 29 (07/19/86)  639.1    (m)         2097.     (f) VERT ANG       
 DV2190
 DV2190.Superseded values are not recommended for survey control.
 DV2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2190.See file dsdata.txt to determine how the superseded data were derived.
 DV2190
 DV2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4416855435(NAD 83)
 DV2190_MARKER: DD = SURVEY DISK
 DV2190_SETTING: 66 = SET IN ROCK OUTCROP
 DV2190
 DV2190  HISTORY     - Date     Condition        Report By
 DV2190  HISTORY     - 1976     MONUMENTED       AZDT
 DV2190
 DV2190                          STATION DESCRIPTION
 DV2190
 DV2190'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2190'STATION IS ABOUT 5 MILES SOUTHEAST OF WICKENBURG ALONG EAST SIDE
 DV2190'OF U.S. HWY. 60 ATOP A 90 FT. HWY. CUT.
 DV2190'
 DV2190'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GALE 1976
 DV2190'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT
 DV2190'2 INCHES ABOVE GROUND.  STATION IS 6 FT. SOUTHEAST OF A POWERPOLE.
 DV2190'
 DV2190'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GALE RM
 DV2190'2 1976 AND IS EPOXIED TO A ROCK AT GROUND LEVEL.
 DV2190'
 DV2190'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GALE RM
 DV2190'1 1976 AND IS EPOXIED TO A ROCK OUTCROP PROJECTING 4 INCHES ABOVE
 DV2190'GROUND LEVEL.
 DV2190'
 DV2190'TO REACH THE STATION FROM THE EAST END OF HASSAYAMPA BRIDGE IN
 DV2190'WICKENBURG, TRAVEL EAST ON U.S. HWY. 60 FOR 4.05 MILES AND
 DV2190'STATION ON THE LEFT ATOP A 90 FT. HWY. CUT, CONTINUE EAST ON
 DV2190'HWY. TO FIRST CROSSOVER TO WEST BOUND TRAFFIC LANE AND GO 200
 DV2190'FEET ON WEST BOUND LANE TO A PRIVATE RD., TURN RIGHT AND GO 0.30
 DV2190'MILE UP ROAD TO A GATE.  IF GATE IS UNLOCKED PASS THROUGH GATE
 DV2190'AND CONTINUE UP ROAD ABOUT 0.50 MILE PAST A SMALL MINING SETUP
 DV2190'AND PAST A TRAILER ON TOP OF HILL, CONTINUE WEST TOWARD HWY. TO
 DV2190'TOP OF CUT AND THE STATION.
 DV2190'
 DV2190'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2243 ***********************************************************************
 DU2243  DESIGNATION -  GALV
 DU2243  PID         -  DU2243
 DU2243  STATE/COUNTY-  AZ/MARICOPA
 DU2243  USGS QUAD   -  GUADALUPE (1982)
 DU2243
 DU2243                         *CURRENT SURVEY CONTROL
 DU2243  ___________________________________________________________________
 DU2243* NAD 83(1992)-  33 18 46.97041(N)    111 53 38.01107(W)     ADJUSTED  
 DU2243* NAVD 88     -       363.1    (meters)    1191.     (feet)  VERTCON   
 DU2243  ___________________________________________________________________
 DU2243  X           -  -1,989,647.182 (meters)                     COMP
 DU2243  Y           -  -4,950,927.874 (meters)                     COMP
 DU2243  Z           -   3,483,207.921 (meters)                     COMP
 DU2243  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DU2243  ELLIP HEIGHT-         333.38  (meters)          (06/11/02) GPS OBS
 DU2243  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU2243
 DU2243  HORZ ORDER  -  FIRST
 DU2243  ELLP ORDER  -  FOURTH    CLASS II
 DU2243
 DU2243.The horizontal coordinates were established by GPS observations
 DU2243.and adjusted by the National Geodetic Survey in August 1993..
 DU2243
 DU2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2243
 DU2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2243
 DU2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2243
 DU2243.The ellipsoidal height was determined by GPS observations
 DU2243.and is referenced to NAD 83.
 DU2243
 DU2243.The geoid height was determined by GEOID03.
 DU2243
 DU2243;                    North         East     Units Scale Factor Converg.
 DU2243;SPC AZ C     -   256,467.520   215,480.609   MT  0.99990006   +0 00 45.0
 DU2243;SPC AZ C     -   841,428.87    706,957.38   iFT  0.99990006   +0 00 45.0
 DU2243;UTM  12      - 3,686,348.778   416,791.121   MT  0.99968536   -0 29 27.5
 DU2243
 DU2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2243!SPC AZ C     -   0.99994766  x   0.99990006  =   0.99984773
 DU2243!UTM  12      -   0.99994766  x   0.99968536  =   0.99963304
 DU2243
 DU2243                          SUPERSEDED SURVEY CONTROL
 DU2243
 DU2243  ELLIP H (08/23/93)  333.46   (m)                       GP(       ) 4 2
 DU2243  NAD 83(1986)-  33 18 46.96348(N)    111 53 38.01580(W) AD(       ) 1
 DU2243  NGVD 29 (09/11/89)  362.5    (m)         1189.     (f) GPS OBS        
 DU2243
 DU2243.Superseded values are not recommended for survey control.
 DU2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2243.See file dsdata.txt to determine how the superseded data were derived.
 DU2243
 DU2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1679186349(NAD 83)
 DU2243_MARKER: DD = SURVEY DISK
 DU2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2243+STABILITY: SURFACE MOTION
 DU2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2243+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2243
 DU2243  HISTORY     - Date     Condition        Report By
 DU2243  HISTORY     - 1986     MONUMENTED       AZDT
 DU2243  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU2243
 DU2243                          STATION DESCRIPTION
 DU2243
 DU2243'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2243'THE STATION IS LOCATED ABOUT 4.86 KM (3.0 MI) NORTHWEST OF
 DU2243'CHANDLER, ARIZONA.
 DU2243'
 DU2243'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 10 AND
 DU2243'CHANDLER BLVD., GO EAST ON CHANDLER BLVD. FOR 7.38 KM (4.55 MI) TO
 DU2243'PRICE ROAD.  TURN LEFT ON PRICE ROAD FOR 0.8 KM (0.5 MI) TO THE
 DU2243'STATION ON THE LEFT.
 DU2243'
 DU2243'THE STATION IS A STANDARD AGS DISK
 DU2243'STAMPED---GALV 1986---,
 DU2243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2243'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DU2243'16.0 METERS (52.5 FT) SOUTHWEST FROM THE INTERSECTION OF GALVESTON
 DU2243'STREET AND PRICE ROAD,
 DU2243'20.88 METERS (68.5 FT) NORTH FROM A FIRE HYDRANT,
 DU2243'0.9 METERS (3.0 FT) NORTHEAST FROM THE SRP IRRIGATION GATE BOX,
 DU2243'1.09 METERS (3.6 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2243'14.48 METERS (47.5 FT) WEST FROM THE CENTERLINE OF PRICE ROAD.
 DU2243'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2243'STAMPED---GALV 1986---,
 DU2243'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2243
 DU2243                          STATION RECOVERY (2006)
 DU2243
 DU2243'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2243'THE ADJUSTED COORDINATES POINT TO THE TOP OF A RECENTLY COMPLETED 20+
 DU2243'FOOT NOISE SUPPRESSION BERM THAT RUNS NORTH TO SOUTH ALONG ROUTE 101
 DU2243'BETWEEN ROUTE 101 AND PRICE ROAD. ALSO GALVESTON ROAD NOW ENDS AT
 DU2243'PRICE ROAD. ALSO, THE FIRE HYDRANT, IRRIGATION BOX, AND WITNESS POST
 DU2243'COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0608 ***********************************************************************
 FP0608  DESIGNATION -  GANADO NW BASE
 FP0608  PID         -  FP0608
 FP0608  STATE/COUNTY-  AZ/APACHE
 FP0608  USGS QUAD   -  TOLANI (1972)
 FP0608
 FP0608                         *CURRENT SURVEY CONTROL
 FP0608  ___________________________________________________________________
 FP0608* NAD 83(1992)-  35 53 39.92791(N)    109 44 52.83514(W)     ADJUSTED  
 FP0608* NAVD 88     -      1871.58   (+/-2cm)    6140.3    (feet)  VERTCON   
 FP0608  ___________________________________________________________________
 FP0608  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FP0608  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FP0608
 FP0608  HORZ ORDER  -  FIRST
 FP0608  VERT ORDER  -  THIRD ? (See Below)
 FP0608
 FP0608.The horizontal coordinates were established by classical geodetic methods
 FP0608.and adjusted by the National Geodetic Survey in August 1993..
 FP0608
 FP0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0608.The vertical order pertains to the NGVD 29 superseded value.
 FP0608
 FP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0608
 FP0608.The geoid height was determined by GEOID03.
 FP0608
 FP0608;                    North         East     Units Scale Factor Converg.
 FP0608;SPC AZ E     -   542,880.560   251,154.226   MT  0.99991760   +0 14 43.7
 FP0608;SPC AZ E     - 1,781,104.20    823,996.80   iFT  0.99991760   +0 14 43.7
 FP0608;UTM  12      - 3,972,962.536   612,991.948   MT  0.99975732   +0 44 02.8
 FP0608
 FP0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0608!SPC AZ E     -   0.99970958  x   0.99991760  =   0.99962720
 FP0608!UTM  12      -   0.99970958  x   0.99975732  =   0.99946697
 FP0608
 FP0608|---------------------------------------------------------------------|
 FP0608| PID    Reference Object                     Distance      Geod. Az  |
 FP0608|                                                           dddmmss.s |
 FP0608| CD3438 GANADO NW BASE RM 1                   9.800 METERS 05303     |
 FP0608| CD3437 GANADO NW BASE AZ MK                               1503102.5 |
 FP0608| CD3439 GANADO NW BASE RM 2                   9.553 METERS 30407     |
 FP0608|---------------------------------------------------------------------|
 FP0608
 FP0608                          SUPERSEDED SURVEY CONTROL
 FP0608
 FP0608  NAD 83(1986)-  35 53 39.92986(N)    109 44 52.83618(W) AD(       ) 1
 FP0608  NAD 27      -  35 53 39.90100(N)    109 44 50.43900(W) AD(       ) 1
 FP0608  NGVD 29 (07/19/86) 1870.67   (m)         6137.4    (f) LEVELING    3  
 FP0608
 FP0608.Superseded values are not recommended for survey control.
 FP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0608.See file dsdata.txt to determine how the superseded data were derived.
 FP0608
 FP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1299272963(NAD 83)
 FP0608_MARKER: DS = TRIANGULATION STATION DISK
 FP0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0608
 FP0608  HISTORY     - Date     Condition        Report By
 FP0608  HISTORY     - 1951     MONUMENTED       CGS
 FP0608
 FP0608                          STATION DESCRIPTION
 FP0608
 FP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0608'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF THE GANADO-BLACK
 FP0608'MOUNTAIN ROAD WHERE IT PASSES OVER A LOW HILL.  IT IS ABOUT 17
 FP0608'MILES AIRLINE NORTHWEST OF GANADO, ABOUT 11 MILES AIRLINE
 FP0608'SOUTHEAST OF TEE LINA TRADING POST, AND ABOUT 12 MILES AIRLINE
 FP0608'NORTHEAST OF STEAMBOAT.
 FP0608'
 FP0608'THE STATION IS 81 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND
 FP0608'10 FEET SOUTHWEST OF THE WITNESS POST.  IT IS A STANDARD DISK SET
 FP0608'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FP0608'INCHES.  THE DISK IS STAMPED--GANADO NW BASE 1951.
 FP0608'
 FP0608'TO REACH THE STATION FROM THE SAGE MEMORIAL HOSPITAL IN GANADO
 FP0608'GO WEST FOR 5.9 MILES TO A FORK.  TAKE THE LEFT FORK, WEST, AS
 FP0608'PER SIGN STEAMBOAT 15 AND GO 2.3 MILES TO A FORK.  TAKE THE
 FP0608'RIGHT FORK, NORTHWEST, AS PER SIGN SALINA 22 AND GO 9.45 MILES
 FP0608'TO THE TOP OF A LOW HILL AND THE STATION ON THE RIGHT.
 FP0608'
 FP0608'REFERENCE MARK NUMBER ONE IS 105 FEET NORTHEAST OF THE CENTER LINE
 FP0608'OF THE ROAD, 24 FEET NORTH-NORTHEAST OF THE WITNESS POST, AND
 FP0608'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 FP0608'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS 5
 FP0608'INCHES.  THE DISK IS STAMPED--GANADO NW BASE NO 1 1951.
 FP0608'
 FP0608'REFERENCE MARK NUMBER TWO IS 74 FEET NORTHEAST OF THE CENTER LINE
 FP0608'OF THE ROAD, 35 FEET WEST OF THE WITNESS POST, AND ABOUT 1 FOOT
 FP0608'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FP0608'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 FP0608'DISK IS STAMPED--GANADO NW BASE NO 2 1951.
 FP0608'
 FP0608'THE AZIMUTH MARK IS IN THE FIRST WIDE GULLY SOUTHEAST OF THE STATION.
 FP0608'IT IS 35 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 40
 FP0608'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD.  IT IS A
 FP0608'STANDARD DISK SET IN A DRILL HOLE IN A 9 BY 12 INCH BOULDER THAT
 FP0608'IS EMBEDDED IN CONCRETE AND PROJECTS 2 INCHES.  THE DISK IS
 FP0608'STAMPED--GANADO NW BASE 1951.  TO REACH THE MARK FROM THE
 FP0608'STATION GO SOUTHEAST ON THE ROAD FOR 0.45 MILE TO A TRACK ROAD
 FP0608'RIGHT AND THE MARK ON THE RIGHT.
 FP0608'
 FP0608'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0604 ***********************************************************************
 FP0604  DESIGNATION -  GANADO RESET
 FP0604  PID         -  FP0604
 FP0604  STATE/COUNTY-  AZ/APACHE
 FP0604  USGS QUAD   -  GANADO MESA (1972)
 FP0604
 FP0604                         *CURRENT SURVEY CONTROL
 FP0604  ___________________________________________________________________
 FP0604* NAD 83(1992)-  35 49 24.27355(N)    109 32 43.88570(W)     ADJUSTED  
 FP0604* NAVD 88     -      2119.2    (meters)    6953.     (feet)  VERTCON   
 FP0604  ___________________________________________________________________
 FP0604  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FP0604  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FP0604
 FP0604  HORZ ORDER  -  FIRST
 FP0604
 FP0604.The horizontal coordinates were established by classical geodetic methods
 FP0604.and adjusted by the National Geodetic Survey in August 1993..
 FP0604
 FP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0604
 FP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0604
 FP0604.The geoid height was determined by GEOID03.
 FP0604
 FP0604;                    North         East     Units Scale Factor Converg.
 FP0604;SPC AZ E     -   535,098.873   269,483.859   MT  0.99993880   +0 21 48.8
 FP0604;SPC AZ E     - 1,755,573.73    884,133.40   iFT  0.99993880   +0 21 48.8
 FP0604;UTM  12      - 3,965,338.419   631,384.593   MT  0.99981271   +0 51 05.1
 FP0604
 FP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0604!SPC AZ E     -   0.99967074  x   0.99993880  =   0.99960956
 FP0604!UTM  12      -   0.99967074  x   0.99981271  =   0.99948351
 FP0604
 FP0604|---------------------------------------------------------------------|
 FP0604| PID    Reference Object                     Distance      Geod. Az  |
 FP0604|                                                           dddmmss.s |
 FP0604| CD3435 GANADO RM 1                           8.111 METERS 15513     |
 FP0604| CD3436 GANADO RM 2                           7.503 METERS 21901     |
 FP0604| CD3434 GANADO AZ MK                                       2370349.9 |
 FP0604|---------------------------------------------------------------------|
 FP0604
 FP0604                          SUPERSEDED SURVEY CONTROL
 FP0604
 FP0604  NAD 83(1986)-  35 49 24.27503(N)    109 32 43.88631(W) AD(       ) 1
 FP0604  NAD 27      -  35 49 24.23400(N)    109 32 41.51100(W) AD(       ) 1
 FP0604  NGVD 29 (07/19/86) 2118.2    (m)         6949.     (f) VERT ANG       
 FP0604
 FP0604.Superseded values are not recommended for survey control.
 FP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0604.See file dsdata.txt to determine how the superseded data were derived.
 FP0604
 FP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE3138565338(NAD 83)
 FP0604_MARKER: DS = TRIANGULATION STATION DISK
 FP0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0604
 FP0604  HISTORY     - Date     Condition        Report By
 FP0604  HISTORY     - 1972     MONUMENTED       NGS
 FP0604  HISTORY     - 1972     GOOD             USGS
 FP0604
 FP0604                          STATION DESCRIPTION
 FP0604
 FP0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0604'THE SURFACE STATION MARK WAS DESTROYED.  THE UNDERGROUND STATION
 FP0604'MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 FP0604'AND FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS PLUMBED OVER
 FP0604'THE UNDERGROUND MARK AND THE ANGLES AND DISTANCES CHECKED AGAINST
 FP0604'THE OLD WORK.  REFERENCE MARK 1 MISSED 0.004 METER AND 7 MINUTES
 FP0604'IN DIRECTION.  REFERENCE MARK 2 MISSED 0.009 METER AND 2 MINUTES
 FP0604'IN DIRECTION.  THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY OF
 FP0604'MARKS, DUE TO ROAD CHANGES A NEW ROUTE TO THE STATION FOLLOWS.
 FP0604'
 FP0604'TO REACH THE STATION FROM THE POST OFFICE IN GANADO, GO SOUTH 0.1
 FP0604'MILE TO THE JUNCTION OF ARIZONA HIGHWAYS 264 AND 63.  TURN RIGHT
 FP0604'AND GO WEST ALONG 264 FOR 5.2 MILES TO A DIRT ROAD ON THE RIGHT
 FP0604'LEADING NORTH.  TURN RIGHT FOR 0.4 MILE TO A ROAD FORK, TAKE
 FP0604'RIGHT FORK (MAIN ROAD) UP RIDGE FOR 1.8 MILES TO A FORK.  TAKE
 FP0604'THE RIGHT 2.7 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR
 FP0604'0.6 MILE TO A ROAD FORK JUST PAST SOME HOGANS.  BEAR LEFT AND
 FP0604'CONTINUE NORTH FOR 0.6 MILE TO A DIRT CROSSROAD, CONTINUE
 FP0604'NORTH ALONG THE MAIN ROAD FOR 2.1 MILES TO THE STATION ON THE
 FP0604'LEFT ON THE TOP OF A SMALL SAND HILL.  THIS IS ABOUT 0.15 MILE
 FP0604'FROM THE END OF THE ROAD AT CLIFFS EDGE AND A TURN AROUND.
 FP0604'
 FP0604'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FP0604'
 FP0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 FP0604'OF GANADO
 FP0604
 FP0604                          STATION RECOVERY (1972)
 FP0604
 FP0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0604'TO REACH FROM THE INTERSECTION OF ARIZONA STATE HIGHWAYS 63 AND
 FP0604'264 IN GANADO, GO W. ON HIGHWAY 264 FOR 5.1 MI TO A TRACK RD. N.
 FP0604'(RIGHT).  TURN RIGHT ON TRACK RD. FOR 0.4 MI TO A Y-RD. FK.  TAKE
 FP0604'RIGHT FORK UPHILL TOWARD MESA FOR 3.3 MI TO A RD. FK. W. (LEFT).
 FP0604'CONTINUE STRAIGHT AHEAD (NE.) FOR 1.7 MI TO A X-RD.  CONTINUE
 FP0604'STRAIGHT AHEAD ON MAIN-TRAVELED RD. FOR 0.8 MI TO ANOTHER X-RD.  TAKE
 FP0604'LEFT FORK N. FOR 0.6 MI TO A RD. FK. LEFT LEADING TO SOME
 FP0604'HOUSES.  CONTINUE STRAIGHT AHEAD FOR 0.2 MI TO A X-RD. WHICH
 FP0604'IS ABOUT 0.1 MI N. OF 3 HOUSES.  CONTINUE AHEAD FOR 0.05 MI
 FP0604'TO ANOTHER X-RD.  CONTINUE AHEAD 0.2 MI TO ANOTHER X-RD.
 FP0604'CONTINUE AHEAD FOR 0.05 MI TO A REVERSE Y-INTERSECTION.  GO LEFT
 FP0604'W. AT THE REVERSE Y-INTERSECTION, PARALLEL TO TOP OF MESA RIM
 FP0604'FOR 2.1 MI TO HIGHEST POINT OF MESA, AND THE STATION ON
 FP0604'THE LEFT ABOUT 100 FT W. OF THE RD. STATION IS
 FP0604'APPROXIMATELY 200 YDS. S. OF THE NORTHERNMOST POINT OF THE
 FP0604'MESA.
 FP0604'
 FP0604'STATION MARK--STANDARD NGS TABLET STAMPED GANADO 1947 - 1972
 FP0604'SET IN CONC. PROJECTING ABOUT 2.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0605 ***********************************************************************
 FP0605  DESIGNATION -  GANADO SE BASE
 FP0605  PID         -  FP0605
 FP0605  STATE/COUNTY-  AZ/APACHE
 FP0605  USGS QUAD   -  GANADO MESA SW (1972)
 FP0605
 FP0605                         *CURRENT SURVEY CONTROL
 FP0605  ___________________________________________________________________
 FP0605* NAD 83(1992)-  35 47 24.95527(N)    109 39 51.02438(W)     ADJUSTED  
 FP0605* NAVD 88     -      1947.57   (+/-2cm)    6389.7    (feet)  VERTCON   
 FP0605  ___________________________________________________________________
 FP0605  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FP0605  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0605
 FP0605  HORZ ORDER  -  FIRST
 FP0605  VERT ORDER  -  THIRD ? (See Below)
 FP0605
 FP0605.The horizontal coordinates were established by classical geodetic methods
 FP0605.and adjusted by the National Geodetic Survey in August 1993..
 FP0605
 FP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0605.The vertical order pertains to the NGVD 29 superseded value.
 FP0605
 FP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0605
 FP0605.The geoid height was determined by GEOID03.
 FP0605
 FP0605;                    North         East     Units Scale Factor Converg.
 FP0605;SPC AZ E     -   531,360.163   258,781.947   MT  0.99992541   +0 17 37.9
 FP0605;SPC AZ E     - 1,743,307.62    849,022.14   iFT  0.99992541   +0 17 37.9
 FP0605;UTM  12      - 3,961,509.283   620,716.340   MT  0.99977957   +0 46 52.7
 FP0605
 FP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0605!SPC AZ E     -   0.99969767  x   0.99992541  =   0.99962311
 FP0605!UTM  12      -   0.99969767  x   0.99977957  =   0.99947731
 FP0605
 FP0605|---------------------------------------------------------------------|
 FP0605| PID    Reference Object                     Distance      Geod. Az  |
 FP0605|                                                           dddmmss.s |
 FP0605| FP0607 GANADO SE BASE RM 4                  15.118 METERS 04247     |
 FP0605| CD3441 GANADO SE BASE RM 1                   8.651 METERS 05510     |
 FP0605| CD3442 GANADO SE BASE RM 2                   8.315 METERS 14800     |
 FP0605| CD3440 GANADO SE BASE AZ MK                               1523603.5 |
 FP0605| FP0606 GANADO SE BASE RM 3 AZIMUTH         APPROX. 0.7 KM 1544823.1 |
 FP0605|---------------------------------------------------------------------|
 FP0605
 FP0605                          SUPERSEDED SURVEY CONTROL
 FP0605
 FP0605  NAD 83(1986)-  35 47 24.95692(N)    109 39 51.02562(W) AD(       ) 1
 FP0605  NAD 27      -  35 47 24.91600(N)    109 39 48.64200(W) AD(       ) 1
 FP0605  NGVD 29 (07/19/86) 1946.67   (m)         6386.7    (f) LEVELING    3  
 FP0605
 FP0605.Superseded values are not recommended for survey control.
 FP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0605.See file dsdata.txt to determine how the superseded data were derived.
 FP0605
 FP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2071661509(NAD 83)
 FP0605_MARKER: DS = TRIANGULATION STATION DISK
 FP0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0605
 FP0605  HISTORY     - Date     Condition        Report By
 FP0605  HISTORY     - 1951     MONUMENTED       CGS
 FP0605  HISTORY     - 1968     GOOD             CGS
 FP0605  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FP0605
 FP0605                          STATION DESCRIPTION
 FP0605
 FP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0605'THE STATION IS LOCATED ALONG THE GANADO-TSE LANI TRADING POST
 FP0605'ROAD.  IT IS ABOUT 8 MILES AIRLINE, NORTHWEST OF GANADO, ABOUT
 FP0605'10 MILES EAST-NORTHEAST OF STEAMBOAT, AND ABOUT 32 MILES WEST
 FP0605'OF FORT DEFIANCE.
 FP0605'
 FP0605'THE STATION IS A STANDARD DISK STAMPED GANADO SE BASE 1951 SET
 FP0605'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0605'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE
 FP0605'CENTER LINE OF THE DIRT ROAD AND 8 FEET NORTH OF A WHITE WITNESS
 FP0605'POST.
 FP0605'
 FP0605'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GANADO SE
 FP0605'BASE NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FP0605'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FP0605'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 50 FEET EAST OF THE
 FP0605'CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GANADO
 FP0605'SE BASE NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FP0605'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FP0605'ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS 24 FEET EAST OF
 FP0605'THE CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GANADO SE BASE 1951
 FP0605'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FP0605'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 15 FEET EAST
 FP0605'OF THE CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'TO REACH THE STATION FROM THE TRADING POST IN GANADO, GO WEST
 FP0605'TOWARDS KEAMS CANYON FOR 6.2 MILES TO A FORK, TAKE THE LEFT FORK
 FP0605'AND CONTINUE 2.4 MILES TO A SIDE ROAD ON THE RIGHT WHICH GOES
 FP0605'TO THE TSE LANI TRADING POST.  TAKE THE SIDE ROAD AND GO NORTH
 FP0605'FOR 0.6 MILE TO A SMALL KNOLL AND THE AZIMUTH MARK, CONTINUE
 FP0605'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO ANOTHER SMALL KNOLL ON THE
 FP0605'RIGHT AND THE STATION.
 FP0605'
 FP0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 FP0605
 FP0605                          STATION RECOVERY (1968)
 FP0605
 FP0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 FP0605'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FP0605'TO BE PROJECTING ABOUT 18 INCHES ABOVE THE GROUND DUE TO EROSION.
 FP0605'A NEW DESCRIPTION FOLLOWS.
 FP0605'
 FP0605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 FP0605'264, 6 MILES NORTHWEST OF GANADO, GO NORTHWEST ON STATE HIGHWAY 264
 FP0605'FOR 2.3 MILES.  TURN RIGHT OFF THE HIGHWAY AND GO NORTHWEST ON A
 FP0605'BLADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FP0605'NORTHEAST SIDE.  CONTINUE NORTHWEST ON THE BLADED ROAD FOR 0.4
 FP0605'MILE TO THE STATION ON THE RIGHT, NORTHEAST SIDE OF THE ROAD.
 FP0605
 FP0605                          STATION RECOVERY (1972)
 FP0605
 FP0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0605'THE STATION MARK WAS FOUND EXPOSED 2 FEET DUE TO GRADING
 FP0605'OPERATIONS IN THE AREA, THE AZIMUTH MARK WAS FOUND DESTROYED.
 FP0605'REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 FP0605'STATION WAS LOWERED ON ORIGINAL POSITION AND A CLOSED TRAVERSE WAS
 FP0605'RUN TO REFERENCE MARK 4.  THE SUBSURFACE STATION MARK IS 2.0
 FP0605'FEET LOWER THAN THE SURFACE OF THE PAVED ROAD.  THE STATION MARK
 FP0605'WAS LEFT 1-1/2 FEET BELOW THE SURFACE TO ALLOW GRADING.
 FP0605'
 FP0605'THE STATION MARKS ARE NGS DISKS STAMPED, GANADO SE BASE 1951 1972.
 FP0605'SET IN TOP OF A 12 INCH CONCRETE MONUMENT.  25 FEET EAST OF THE
 FP0605'CENTERLINE OF THE ROAD AND 2 FEET NORTH OF THE WITNESS POST AND
 FP0605'SIGN.
 FP0605'
 FP0605'REFERENCE MARK 4 IS A NGS DISK STAMPED, GANADO SE BASE 1951 1972 NO
 FP0605'4.  IT IS PLUMBED OVER AN UNDERGROUND MARK WITH THE SAME STAMPING.
 FP0605'24 YARDS EAST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF A SMALL
 FP0605'CEDAR TREE.  IT IS ON TOP OF THE RIDGE 1 FOOT WEST OF A WITNESS
 FP0605'POST AND SIGN.
 FP0605'
 FP0605'THE 1972 AZIMUTH MARK IS A NGS DISK STAMPED, GANADO SE BASE 1951
 FP0605'1972 NO 3.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 FP0605'WHICH PROJECTS 2 INCHES.  IT IS AT THE CREST OF A SMALL RIDGE, 35
 FP0605'YARDS WEST OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A WITNESS
 FP0605'POST AND SIGN.
 FP0605'
 FP0605'REFERENCE MARK 1 AND 2 ARE AS DESCRIBED.
 FP0605'
 FP0605'THE 1951 ROUTE TO THE STATION IS ADEQUATE.
 FP0605'
 FP0605'THE NEW STATION MARK IS 0.87 METER LOWER THAN THE 1951 MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0607 ***********************************************************************
 FP0607  DESIGNATION -  GANADO SE BASE RM 4
 FP0607  PID         -  FP0607
 FP0607  STATE/COUNTY-  AZ/APACHE
 FP0607  USGS QUAD   -  GANADO MESA SW (1972)
 FP0607
 FP0607                         *CURRENT SURVEY CONTROL
 FP0607  ___________________________________________________________________
 FP0607* NAD 83(1992)-  35 47 25.31525(N)    109 39 50.61543(W)     ADJUSTED  
 FP0607* NAVD 88     -      1947.14   (+/-2cm)    6388.2    (feet)  VERTCON   
 FP0607  ___________________________________________________________________
 FP0607  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FP0607  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0607
 FP0607  HORZ ORDER  -  SECOND
 FP0607  VERT ORDER  -  THIRD ? (See Below)
 FP0607
 FP0607.The horizontal coordinates were established by classical geodetic methods
 FP0607.and adjusted by the National Geodetic Survey in August 1993..
 FP0607
 FP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0607.The vertical order pertains to the NGVD 29 superseded value.
 FP0607
 FP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0607
 FP0607.The geoid height was determined by GEOID03.
 FP0607
 FP0607;                    North         East     Units Scale Factor Converg.
 FP0607;SPC AZ E     -   531,371.310   258,792.159   MT  0.99992543   +0 17 38.2
 FP0607;SPC AZ E     - 1,743,344.19    849,055.64   iFT  0.99992543   +0 17 38.2
 FP0607;UTM  12      - 3,961,520.514   620,726.454   MT  0.99977960   +0 46 53.0
 FP0607
 FP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0607!SPC AZ E     -   0.99969774  x   0.99992543  =   0.99962319
 FP0607!UTM  12      -   0.99969774  x   0.99977960  =   0.99947741
 FP0607
 FP0607:                Primary Azimuth Mark                     Grid Az
 FP0607:SPC AZ E     -  GANADO SE BASE RM 3 AZIMUTH              155 36 57.6
 FP0607:UTM  12      -  GANADO SE BASE RM 3 AZIMUTH              155 07 42.8
 FP0607
 FP0607|---------------------------------------------------------------------|
 FP0607| PID    Reference Object                     Distance      Geod. Az  |
 FP0607|                                                           dddmmss.s |
 FP0607| FP0606 GANADO SE BASE RM 3 AZIMUTH         APPROX. 0.7 KM 1555435.8 |
 FP0607| CD3441 GANADO SE BASE RM 1                   6.931 METERS 20717     |
 FP0607| FP0605 GANADO SE BASE                       15.118 METERS 22247     |
 FP0607|---------------------------------------------------------------------|
 FP0607
 FP0607                          SUPERSEDED SURVEY CONTROL
 FP0607
 FP0607  NAD 83(1986)-  35 47 25.31690(N)    109 39 50.61667(W) AD(       ) 2
 FP0607  NAD 27      -  35 47 25.27599(N)    109 39 48.23307(W) AD(       ) 2
 FP0607  NGVD 29 (07/19/86) 1946.24   (m)         6385.3    (f) LEVELING    3  
 FP0607
 FP0607.Superseded values are not recommended for survey control.
 FP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0607.See file dsdata.txt to determine how the superseded data were derived.
 FP0607
 FP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2072661521(NAD 83)
 FP0607_MARKER: DS = TRIANGULATION STATION DISK
 FP0607_SETTING: 0 = UNSPECIFIED SETTING
 FP0607
 FP0607  HISTORY     - Date     Condition        Report By
 FP0607  HISTORY     - 1972     MONUMENTED       NGS
 FP0607
 FP0607                          STATION DESCRIPTION
 FP0607
 FP0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FP0607'REFERENCE MARK 4 IS A NGS DISK STAMPED, GANADO SE BASE 1951 1972 NO
 FP0607'4.  IT IS PLUMBED OVER AN UNDERGROUND MARK WITH THE SAME STAMPING.
 FP0607'24 YARDS EAST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF A SMALL
 FP0607'CEDAR TREE.  IT IS ON TOP OF THE RIDGE 1 FOOT WEST OF A WITNESS
 FP0607'POST AND SIGN.
 FP0607'
 FP0607'TO REACH THE STATION FROM THE TRADING POST IN GANADO, GO WEST
 FP0607'TOWARDS KEAMS CANYON FOR 6.2 MILES TO A FORK, TAKE THE LEFT FORK
 FP0607'AND CONTINUE 2.4 MILES TO A SIDE ROAD ON THE RIGHT WHICH GOES
 FP0607'TO THE TSE LANI TRADING POST.  TAKE THE SIDE ROAD AND GO NORTH
 FP0607'FOR 0.6 MILE TO A SMALL KNOLL AND THE AZIMUTH MARK, CONTINUE
 FP0607'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO ANOTHER SMALL KNOLL ON THE
 FP0607'RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1987 ***********************************************************************
 DU1987  DESIGNATION -  GANNON
 DU1987  PID         -  DU1987
 DU1987  STATE/COUNTY-  AZ/GILA
 DU1987  USGS QUAD   -  HAYDEN (1964)
 DU1987
 DU1987                         *CURRENT SURVEY CONTROL
 DU1987  ___________________________________________________________________
 DU1987* NAD 83(1992)-  33 07 08.67956(N)    110 47 18.96713(W)     ADJUSTED  
 DU1987* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 DU1987  ___________________________________________________________________
 DU1987  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DU1987  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU1987
 DU1987  HORZ ORDER  -  FIRST
 DU1987
 DU1987.The horizontal coordinates were established by classical geodetic methods
 DU1987.and adjusted by the National Geodetic Survey in August 1993..
 DU1987
 DU1987.The orthometric height was scaled from a topographic map.
 DU1987
 DU1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1987
 DU1987.The geoid height was determined by GEOID03.
 DU1987
 DU1987;                    North         East     Units Scale Factor Converg.
 DU1987;SPC AZ E     -   235,128.703   155,321.687   MT  0.99994152   -0 20 23.4
 DU1987;SPC AZ E     -   771,419.63    509,585.59   iFT  0.99994152   -0 20 23.4
 DU1987;UTM  12      - 3,664,507.909   519,721.370   MT  0.99960480   +0 06 55.8
 DU1987
 DU1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1987!SPC AZ E     -   0.99988877  x   0.99994152  =   0.99983029
 DU1987!UTM  12      -   0.99988877  x   0.99960480  =   0.99949361
 DU1987
 DU1987:                Primary Azimuth Mark                     Grid Az
 DU1987:SPC AZ E     -  GANNON AZ MK                             117 48 24.6
 DU1987:UTM  12      -  GANNON AZ MK                             117 21 05.4
 DU1987
 DU1987|---------------------------------------------------------------------|
 DU1987| PID    Reference Object                     Distance      Geod. Az  |
 DU1987|                                                           dddmmss.s |
 DU1987| CD2928 GANNON AZ MK                                       1172801.2 |
 DU1987| DU1986 TAM O SHANTER                       APPROX. 4.2 KM 2161344.1 |
 DU1987| CD2930 GANNON RM 2                          16.660 METERS 27507     |
 DU1987| CD2929 GANNON RM 1                          13.010 METERS 35553     |
 DU1987|---------------------------------------------------------------------|
 DU1987
 DU1987                          SUPERSEDED SURVEY CONTROL
 DU1987
 DU1987  NAD 83(1986)-  33 07 08.67501(N)    110 47 18.96620(W) AD(       ) 1
 DU1987  NAD 27      -  33 07 08.44700(N)    110 47 16.57800(W) AD(       ) 1
 DU1987
 DU1987.Superseded values are not recommended for survey control.
 DU1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1987.See file dsdata.txt to determine how the superseded data were derived.
 DU1987
 DU1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1972164508(NAD 83)
 DU1987_MARKER: DS = TRIANGULATION STATION DISK
 DU1987_SETTING: 80 = SET IN A BOULDER
 DU1987_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1987
 DU1987  HISTORY     - Date     Condition        Report By
 DU1987  HISTORY     - 1935     MONUMENTED       CGS
 DU1987  HISTORY     - 1963     GOOD             USGS
 DU1987
 DU1987                          STATION DESCRIPTION
 DU1987
 DU1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1987'STATION IS LOCATED ON THE NORTH SIDE OF THE WINKLEMAN-GLOBE ROAD,
 DU1987'ABOUT 1/2 MILE SOUTH EAST OF THE POINT WHERE THE ROAD STARTS
 DU1987'UP THE RIDGE OUT OF DRIPPING SPRINGS VALLEY AT THE RANCH OF
 DU1987'MR. GANNON.
 DU1987'
 DU1987'STATION, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS WEDGED
 DU1987'IN A DRILL HOLE IN A BOULDER.
 DU1987'
 DU1987'REACHED FROM WINKLEMAN BY FOLLOWING THE GLOBE ROAD FOR 15.2
 DU1987'MILES AND PASS A CONCRETE TANK, CONTINUE 0.6 MILE AND CROSS
 DU1987'A WASH WITH A CONCRETE ROAD BED (AZIMUTH MARK IS ON THE LEFT
 DU1987'SIDE OF THE ROAD AND WASH AT THIS POINT), CONTINUE 0.1 MILE
 DU1987'TO STATION WHICH IS 32 FEET TO THE RIGHT OF ROAD CENTER.
 DU1987
 DU1987                          STATION RECOVERY (1963)
 DU1987
 DU1987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1987'NEW DESCRIPTION--STATION IS LOCATED ON NORTH SIDE OF THE OLD
 DU1987'WINKELMAN-GLOBE RD, ABOUT 2/3 MI. SE OF THE POINT WHERE THE ROAD
 DU1987'STARTS UP THE RIDGE OUT OF DRIPPING SPRINGS VALLEY AT THE
 DU1987'RANCH OF MR. TATUM.
 DU1987'
 DU1987'TO REACH FROM POST OFFICE IN GLOBE PROCEED SE ON FEDERAL HWY
 DU1987'70 FOR 3.4 MI. TO JUNCTION OF FEDERAL HWY 70 AND STATE HWY 77.
 DU1987'TURN EAST AND FOLLOW STATE HWY 77 FOR 18.5 MI. TO GRADED ROAD
 DU1987'ON RIGHT AT SIGN TATUM 1.3 MI.  TURN RIGHT AND GO 1.3 MI. TO
 DU1987'T-RD FORK.  TURN RIGHT, CROSS CONCRETE APRON IN WASH AND GO
 DU1987'ABOUT 0.1 MI. TO STATION WHICH IS 32 FT. TO THE RIGHT OF
 DU1987'ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0963 ***********************************************************************
 DU0963  DESIGNATION -  GANZ 2
 DU0963  PID         -  DU0963
 DU0963  STATE/COUNTY-  AZ/MARICOPA
 DU0963  USGS QUAD   -  TEMPE (1982)
 DU0963
 DU0963                         *CURRENT SURVEY CONTROL
 DU0963  ___________________________________________________________________
 DU0963* NAD 83(1992)-  33 25 45.50485(N)    111 58 10.66855(W)     ADJUSTED  
 DU0963* NAVD 88     -       347.37   (+/-2cm)    1139.7    (feet)  VERTCON   
 DU0963  ___________________________________________________________________
 DU0963  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DU0963  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0963
 DU0963  HORZ ORDER  -  SECOND
 DU0963  VERT ORDER  -  THIRD (See Below)
 DU0963
 DU0963.The horizontal coordinates were established by classical geodetic methods
 DU0963.and adjusted by the National Geodetic Survey in August 1993..
 DU0963.No horizontal observational check was made to the station.
 DU0963
 DU0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0963.The vertical order pertains to the NGVD 29 superseded value.
 DU0963
 DU0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0963
 DU0963.The geoid height was determined by GEOID03.
 DU0963
 DU0963;                    North         East     Units Scale Factor Converg.
 DU0963;SPC AZ C     -   269,361.727   208,434.994   MT  0.99990030   -0 01 45.0
 DU0963;SPC AZ C     -   883,732.70    683,841.84   iFT  0.99990030   -0 01 45.0
 DU0963;UTM  12      - 3,699,301.806   409,860.695   MT  0.99970017   -0 32 03.2
 DU0963
 DU0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0963!SPC AZ C     -   0.99995013  x   0.99990030  =   0.99985044
 DU0963!UTM  12      -   0.99995013  x   0.99970017  =   0.99965032
 DU0963
 DU0963|---------------------------------------------------------------------|
 DU0963| PID    Reference Object                     Distance      Geod. Az  |
 DU0963|                                                           dddmmss.s |
 DU0963| DU0964 GANZ 2 RM 3                           8.835 METERS 01841     |
 DU0963| DU0958 GANZ RM 1                            10.310 METERS 14045     |
 DU0963| CH5199 GANZ 2 A POINT                                     16116     |
 DU0963| DU0960 GANZ RESET                           19.366 METERS 17032     |
 DU0963| CH5198 GANZ 2 RM 4                                        2724340.5 |
 DU0963| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.3 KM 3323944.2 |
 DU0963| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.6 KM 3334602.5 |
 DU0963|---------------------------------------------------------------------|
 DU0963
 DU0963                          SUPERSEDED SURVEY CONTROL
 DU0963
 DU0963  NAD 83(1986)-  33 25 45.49839(N)    111 58 10.67360(W) AD(       ) 2
 DU0963  NAD 27      -  33 25 45.33584(N)    111 58 08.14834(W) AD(       ) 2
 DU0963  NGVD 29 (??/??/??)  346.73   (m)         1137.6    (f) RESET       3  
 DU0963
 DU0963.Superseded values are not recommended for survey control.
 DU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0963.See file dsdata.txt to determine how the superseded data were derived.
 DU0963
 DU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0986199302(NAD 83)
 DU0963_MARKER: DS = TRIANGULATION STATION DISK
 DU0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0963_STAMPING: GANZ 2 1972
 DU0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0963+STABILITY: SURFACE MOTION
 DU0963
 DU0963  HISTORY     - Date     Condition        Report By
 DU0963  HISTORY     - 1972     MONUMENTED       NGS
 DU0963  HISTORY     - 1972     GOOD             NGS
 DU0963
 DU0963                          STATION DESCRIPTION
 DU0963
 DU0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DU0963'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF PHOENIX,
 DU0963'1-1/2 MILES SOUTH OF EAST WASHINGTON STREET AND 1/2 MILE EAST
 DU0963'OF SOUTH 48TH STREET, ON PROPERTY BELONGING TO THE U.S. GOVERNMENT.
 DU0963'
 DU0963'THE STATION MARK IS A STANDARD NGS DISK STAMPED, GANZ 2 1972.
 DU0963'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DU0963'PROJECTS 5 INCHES, 69 FEET NORTH OF A EAST-WEST FENCELINE, 28
 DU0963'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT WEST OF A
 DU0963'WITNESS POST AND SIGN.
 DU0963'
 DU0963'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GANZ NO 1 1963.
 DU0963'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 5
 DU0963'INCHES BELOW THE GROUND SURFACE.  THE MARK IS 2 FEET SOUTHWEST
 DU0963'OF A WITNESS SIGN IN THE FENCE LINE.
 DU0963'
 DU0963'REFERENCE MARK 3 IS A NGS DISK STAMPED, GANZ 2 NO 3 1972.  IT
 DU0963'IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0963'1-1/2 INCHES, 95 FEET NORTH OF A EAST-WEST FENCELINE, 19 FEET
 DU0963'WEST OF A NORTH-SOUTH FENCELINE AND 30 FEET WEST-SOUTHWEST
 DU0963'OF WITNESS POST AND SIGN.
 DU0963'
 DU0963'AZIMUTH MARK IS A NGS DISK STAMPED, GANZ 2 NO 4 1972.  IT IS
 DU0963'SET IN A DRILL HOLE IN TOP OF AN OLD 1 X 6 FOOT CONCRETE
 DU0963'FOUNDATION.  13 FEET EAST OF A PUMP, 7 FEET NORTHEAST OF A
 DU0963'JUNCTION POLE, 40 PACES EAST OF CENTERLINE OF 48TH STREET AND 27
 DU0963'PACES EAST OF THE RIGHT OF WAY FENCE LINE.
 DU0963'
 DU0963'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 48TH
 DU0963'STREET AND WASHINGTON STREET IN EASTERN PHOENIX, GO SOUTH
 DU0963'ALONG SOUTH 48TH STREET FOR 1.25 MILE TO A GATE ON THE LEFT.
 DU0963'TURN LEFT PASSING THROUGH GATE, (THE AZIMUTH MARK IS ABOUT 50
 DU0963'FEET NORTHEAST ON THIS POINT) AND FOLLOW TRACK ROADS LEADING
 DU0963'EAST FOR 1/2 MILE TO FENCE CORNER AND THE STATION.
 DU0963'
 DU0963'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU0963
 DU0963                          STATION RECOVERY (1972)
 DU0963
 DU0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0963'IN PHOENIX.
 DU0963'1.25 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0963'WASHINGTON STREET IN EASTERN PHOENIX, THENCE 0.5 MILE EAST ALONG TRACK
 DU0963'ROADS TO THE MARK NEAR A FENCE CORNER.  69 FEET NORTH OF A EAST-WEST
 DU0963'FENCELINE, 28 FEET WEST OF A NORTH-SOUTH FENCELINE AND 1 FOOT WEST OF
 DU0963'A WITNESS POST AND SIGN, SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 DU0963'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0964 ***********************************************************************
 DU0964  DESIGNATION -  GANZ 2 RM 3
 DU0964  PID         -  DU0964
 DU0964  STATE/COUNTY-  AZ/MARICOPA
 DU0964  USGS QUAD   -  TEMPE (1982)
 DU0964
 DU0964                         *CURRENT SURVEY CONTROL
 DU0964  ___________________________________________________________________
 DU0964* NAD 83(1986)-  33 25 45.     (N)    111 58 11.     (W)     SCALED    
 DU0964* NAVD 88     -       347.40   (+/-2cm)    1139.8    (feet)  VERTCON   
 DU0964  ___________________________________________________________________
 DU0964  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0964
 DU0964  VERT ORDER  -  THIRD (See Below)
 DU0964
 DU0964.The horizontal coordinates were scaled from a topographic map and have
 DU0964.an estimated accuracy of +/- 6 seconds.
 DU0964
 DU0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0964.The vertical order pertains to the NGVD 29 superseded value.
 DU0964
 DU0964.The geoid height was determined by GEOID03.
 DU0964
 DU0964;                    North         East    Units  Estimated Accuracy
 DU0964;SPC AZ C     -   269,350.      208,430.      MT  (+/- 180 meters Scaled)
 DU0964
 DU0964                          SUPERSEDED SURVEY CONTROL
 DU0964
 DU0964  NGVD 29 (??/??/??)  346.76   (m)         1137.7    (f) RESET       3  
 DU0964
 DU0964.Superseded values are not recommended for survey control.
 DU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0964.See file dsdata.txt to determine how the superseded data were derived.
 DU0964
 DU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098992(NAD 83)
 DU0964_MARKER: DR = REFERENCE MARK DISK
 DU0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0964_STAMPING: GANZ 2 NO 3 1972
 DU0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0964+STABILITY: SURFACE MOTION
 DU0964
 DU0964  HISTORY     - Date     Condition        Report By
 DU0964  HISTORY     - 1972     MONUMENTED       NGS
 DU0964
 DU0964                          STATION DESCRIPTION
 DU0964
 DU0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DU0964'IN PHOENIX.
 DU0964'1.25 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0964'WASHINGTON STREET IN EASTERN PHOENIX, THENCE 0.5 MILE EAST ALONG TRACK
 DU0964'ROADS TO THE MARK NEAR A FENCE CORNER.  95 FEET NORTH OF A EAST-WEST
 DU0964'FENCELINE, 19 FEET WEST OF A NORTH-SOUTH FENCELINE AND 30 FEET
 DU0964'WEST-SOUTHWEST OF WITNESS POST AND SIGN.  SET IN TOP OF A 10 INCH
 DU0964'CONCRETE MONUMENT WHICH PROJECTS 1 1/2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0962 ***********************************************************************
 DU0962  DESIGNATION -  GANZ AZ MK
 DU0962  PID         -  DU0962
 DU0962  STATE/COUNTY-  AZ/MARICOPA
 DU0962  USGS QUAD   -  TEMPE (1982)
 DU0962
 DU0962                         *CURRENT SURVEY CONTROL
 DU0962  ___________________________________________________________________
 DU0962* NAD 83(1986)-  33 25 42.     (N)    111 58 42.     (W)     SCALED    
 DU0962* NAVD 88     -       345.59   (+/-2cm)    1133.8    (feet)  VERTCON   
 DU0962  ___________________________________________________________________
 DU0962  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0962
 DU0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0962
 DU0962.The horizontal coordinates were scaled from a topographic map and have
 DU0962.an estimated accuracy of +/- 6 seconds.
 DU0962
 DU0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0962.The vertical order pertains to the NGVD 29 superseded value.
 DU0962
 DU0962.The geoid height was determined by GEOID03.
 DU0962
 DU0962;                    North         East    Units  Estimated Accuracy
 DU0962;SPC AZ C     -   269,250.      207,630.      MT  (+/- 180 meters Scaled)
 DU0962
 DU0962                          SUPERSEDED SURVEY CONTROL
 DU0962
 DU0962  NGVD 29 (??/??/92)  344.944  (m)         1131.70   (f) ADJ UNCH    2 0
 DU0962
 DU0962.Superseded values are not recommended for survey control.
 DU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0962.See file dsdata.txt to determine how the superseded data were derived.
 DU0962
 DU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090992(NAD 83)
 DU0962_MARKER: DZ = AZIMUTH MARK DISK
 DU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0962_STAMPING: GANZ 1963
 DU0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0962+STABILITY: SURFACE MOTION
 DU0962
 DU0962  HISTORY     - Date     Condition        Report By
 DU0962  HISTORY     - 1963     MONUMENTED       CGS
 DU0962  HISTORY     - 1972     GOOD             NGS
 DU0962
 DU0962                          STATION DESCRIPTION
 DU0962
 DU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0962'IN PHOENIX.
 DU0962'1.3 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF SOUTH
 DU0962'48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF PHOENIX,
 DU0962'ABOUT 0.10 MILE SOUTH OF THE HUGHES AND GANZ CATTLE CO. FEEDING PENS,
 DU0962'33 FEET EAST OF THE CENTER OF SOUTH 48TH STREET, 1.7 FEET WEST OF A
 DU0962'FENCE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DU0962'THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DU0962'4 INCHES.
 DU0962
 DU0962                          STATION RECOVERY (1972)
 DU0962
 DU0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0958 ***********************************************************************
 DU0958  DESIGNATION -  GANZ RM 1
 DU0958  PID         -  DU0958
 DU0958  STATE/COUNTY-  AZ/MARICOPA
 DU0958  USGS QUAD   -  TEMPE (1982)
 DU0958
 DU0958                         *CURRENT SURVEY CONTROL
 DU0958  ___________________________________________________________________
 DU0958* NAD 83(1986)-  33 25 44.     (N)    111 58 11.     (W)     SCALED    
 DU0958* NAVD 88     -       347.32   (+/-2cm)    1139.5    (feet)  VERTCON   
 DU0958  ___________________________________________________________________
 DU0958  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0958
 DU0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0958
 DU0958.The horizontal coordinates were scaled from a topographic map and have
 DU0958.an estimated accuracy of +/- 6 seconds.
 DU0958
 DU0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0958.The vertical order pertains to the NGVD 29 superseded value.
 DU0958
 DU0958.The geoid height was determined by GEOID03.
 DU0958
 DU0958;                    North         East    Units  Estimated Accuracy
 DU0958;SPC AZ C     -   269,320.      208,430.      MT  (+/- 180 meters Scaled)
 DU0958
 DU0958                          SUPERSEDED SURVEY CONTROL
 DU0958
 DU0958  NGVD 29 (??/??/92)  346.674  (m)         1137.38   (f) ADJ UNCH    2 0
 DU0958
 DU0958.Superseded values are not recommended for survey control.
 DU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0958.See file dsdata.txt to determine how the superseded data were derived.
 DU0958
 DU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098992(NAD 83)
 DU0958_MARKER: DR = REFERENCE MARK DISK
 DU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0958_STAMPING: GANZ NO 1 1963
 DU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0958+STABILITY: SURFACE MOTION
 DU0958
 DU0958  HISTORY     - Date     Condition        Report By
 DU0958  HISTORY     - 1963     MONUMENTED       CGS
 DU0958  HISTORY     - 1972     GOOD             NGS
 DU0958
 DU0958                          STATION DESCRIPTION
 DU0958
 DU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0958'IN PHOENIX.
 DU0958'1.35 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0958'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0958'PHOENIX, THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD TO THE SOUTHEAST
 DU0958'CORNER OF THE HUGHES AND GANZ CATTLE CO. FEEDING PENS, 33.8 FEET
 DU0958'NORTHEAST OF TRAVERSE STATION GANZ, 33 FEET NORTH OF A FENCE CORNER, 1
 DU0958'FOOT WEST OF A FENCE, 2 FEET SOUTH OF THE EAST END OF A GATE, 37.5
 DU0958'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU0958'POST FLUSH WITH THE GROUND.
 DU0958
 DU0958                          STATION RECOVERY (1972)
 DU0958
 DU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1923 ***********************************************************************
 AI1923  DESIGNATION -  GARC
 AI1923  PID         -  AI1923
 AI1923  STATE/COUNTY-  AZ/MARICOPA
 AI1923  USGS QUAD   -  TEMPE (1982)
 AI1923
 AI1923                         *CURRENT SURVEY CONTROL
 AI1923  ___________________________________________________________________
 AI1923* NAD 83(1992)-  33 25 44.88253(N)    111 58 10.83334(W)     ADJUSTED  
 AI1923* NAVD 88     -       347.0    (meters)    1138.     (feet)  GPS OBS   
 AI1923  ___________________________________________________________________
 AI1923  X           -  -1,993,539.207 (meters)                     COMP
 AI1923  Y           -  -4,941,711.179 (meters)                     COMP
 AI1923  Z           -   3,493,952.101 (meters)                     COMP
 AI1923  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AI1923  ELLIP HEIGHT-         317.27  (meters)          (09/30/99) GPS OBS
 AI1923  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AI1923
 AI1923  HORZ ORDER  -  A
 AI1923  ELLP ORDER  -  THIRD     CLASS I
 AI1923
 AI1923.The horizontal coordinates were established by GPS observations
 AI1923.and adjusted by the National Geodetic Survey in September 1999..
 AI1923
 AI1923.The orthometric height was determined by GPS observations and a
 AI1923.high-resolution geoid model.
 AI1923
 AI1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1923
 AI1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1923
 AI1923.The ellipsoidal height was determined by GPS observations
 AI1923.and is referenced to NAD 83.
 AI1923
 AI1923.The geoid height was determined by GEOID03.
 AI1923
 AI1923;                    North         East     Units Scale Factor Converg.
 AI1923;SPC AZ C     -   269,342.558   208,430.727   MT  0.99990030   -0 01 45.1
 AI1923;SPC AZ C     -   883,669.81    683,827.84   iFT  0.99990030   -0 01 45.1
 AI1923;UTM  12      - 3,699,282.679   409,856.261   MT  0.99970018   -0 32 03.2
 AI1923
 AI1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1923!SPC AZ C     -   0.99995019  x   0.99990030  =   0.99985050
 AI1923!UTM  12      -   0.99995019  x   0.99970018  =   0.99965039
 AI1923
 AI1923                          SUPERSEDED SURVEY CONTROL
 AI1923
 AI1923.No superseded survey control is available for this station.
 AI1923
 AI1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0985699283(NAD 83)
 AI1923_MARKER: DD = SURVEY DISK
 AI1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1923_STAMPING: GARC
 AI1923_MARK LOGO: AZ0490
 AI1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1923+STABILITY: SURFACE MOTION
 AI1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1923+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AI1923
 AI1923  HISTORY     - Date     Condition        Report By
 AI1923  HISTORY     - 1999     MONUMENTED       AZ0490
 AI1923  HISTORY     - 20030618 GOOD             NGS
 AI1923  HISTORY     - 20051005 GOOD             EVANS
 AI1923
 AI1923                          STATION DESCRIPTION
 AI1923
 AI1923'DESCRIBED BY CITY OF TEMPE ARIZONA 1999
 AI1923'THE STATION IS LOCATED IN NORTHWEST TEMPE, IN SECTION 17, T 1 N, R 4
 AI1923'E.  OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE
 AI1923'INTERSECTION OF MILL AVE AND 5TH ST IN TEMPE, GO SOUTH FOR 0.25 MI
 AI1923'(0.40 KM) ON MILL AVE TO UNIVERSITY DRIVE.  TURN RIGHT AND GO WEST FOR
 AI1923'1.5 MI (2.4 KM) ON UNIVERSITY DRIVE TO 52ND ST.  TURN RIGHT AND GO
 AI1923'NORTH FOR 0.5 MI (0.8 KM) ON 52ND ST TO THE INTERSECTION OF 1ST STREET
 AI1923'AND THE STATION, ON 1ST STREET EAST ALIGNMENT AND CENTERLINE OF 52ND
 AI1923'STREET.  LOCATED 79.63 FT (24.27 M) NORTHEAST FROM A LIGHT POLE, 59.3
 AI1923'FT (18.1 M) SOUTHEAST FROM A FIRE HYDRANT, 53.41 FT (16.28 M) WEST
 AI1923'FROM A STOP SIGN, 8.71 FT (2.65 M) WEST FROM THE WEST EDGE OF 52ND
 AI1923'STREET NORTHBOUND LANES AND 3.2 FT (1.0 M) EAST FROM THE EAST EDGE OF
 AI1923'52ND STREET SOUTHBOUND LANES.
 AI1923
 AI1923                          STATION RECOVERY (2003)
 AI1923
 AI1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AI1923'RECOVERD AS DESCRIBED
 AI1923
 AI1923                          STATION RECOVERY (2005)
 AI1923
 AI1923'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 AI1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0904 ***********************************************************************
 FQ0904  DESIGNATION -  GARCE
 FQ0904  PID         -  FQ0904
 FQ0904  STATE/COUNTY-  AZ/COCONINO
 FQ0904  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0904
 FQ0904                         *CURRENT SURVEY CONTROL
 FQ0904  ___________________________________________________________________
 FQ0904* NAD 83(1992)-  35 33 19.34082(N)    110 53 38.70965(W)     ADJUSTED  
 FQ0904* NAVD 88     -      1643.1    (meters)    5391.     (feet)  GPS OBS   
 FQ0904  ___________________________________________________________________
 FQ0904  X           -  -1,853,166.238 (meters)                     COMP
 FQ0904  Y           -  -4,854,466.120 (meters)                     COMP
 FQ0904  Z           -   3,689,109.619 (meters)                     COMP
 FQ0904  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 FQ0904  ELLIP HEIGHT-        1619.59  (meters)          (03/15/96) GPS OBS
 FQ0904  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0904
 FQ0904  HORZ ORDER  -  FIRST
 FQ0904  ELLP ORDER  -  FOURTH    CLASS I
 FQ0904
 FQ0904.The horizontal coordinates were established by GPS observations
 FQ0904.and adjusted by the National Geodetic Survey in March 1996..
 FQ0904
 FQ0904.The orthometric height was determined by GPS observations and a
 FQ0904.high-resolution geoid model.
 FQ0904
 FQ0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0904
 FQ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0904
 FQ0904.The ellipsoidal height was determined by GPS observations
 FQ0904.and is referenced to NAD 83.
 FQ0904
 FQ0904.The geoid height was determined by GEOID03.
 FQ0904
 FQ0904;                    North         East     Units Scale Factor Converg.
 FQ0904;SPC AZ C     -   505,665.313   306,066.741   MT  1.00000588   +0 35 40.8
 FQ0904;SPC AZ C     - 1,659,006.93  1,004,155.97   iFT  1.00000588   +0 35 40.8
 FQ0904;UTM  12      - 3,934,639.746   509,599.073   MT  0.99960114   +0 03 41.7
 FQ0904
 FQ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0904!SPC AZ C     -   0.99974586  x   1.00000588  =   0.99975174
 FQ0904!UTM  12      -   0.99974586  x   0.99960114  =   0.99934710
 FQ0904
 FQ0904|---------------------------------------------------------------------|
 FQ0904| PID    Reference Object                     Distance      Geod. Az  |
 FQ0904|                                                           dddmmss.s |
 FQ0904| CR9973 GARCE RM 2                           10.506 METERS 08533     |
 FQ0904| FQ0909 ORAIBI RD                           APPROX.19.4 KM 1850107.2 |
 FQ0904| CR9972 GARCE RM 1                           17.358 METERS 19522     |
 FQ0904|---------------------------------------------------------------------|
 FQ0904
 FQ0904                          SUPERSEDED SURVEY CONTROL
 FQ0904
 FQ0904  NAD 83(1992)-  35 33 19.35001(N)    110 53 38.71657(W) AD(       ) 3
 FQ0904  NAD 83(1986)-  35 33 19.34896(N)    110 53 38.71774(W) AD(       ) 3
 FQ0904  NGVD 29 (02/23/90) 1642.6    (m)         5389.     (f) VERT ANG       
 FQ0904
 FQ0904.Superseded values are not recommended for survey control.
 FQ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0904.See file dsdata.txt to determine how the superseded data were derived.
 FQ0904
 FQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE0959934640(NAD 83)
 FQ0904_MARKER: DB = BENCH MARK DISK
 FQ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0904_STAMPING: GARCE 1965
 FQ0904_MARK LOGO: USGS  
 FQ0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0904+STABILITY: SURFACE MOTION
 FQ0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0904+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1995
 FQ0904
 FQ0904  HISTORY     - Date     Condition        Report By
 FQ0904  HISTORY     - 1965     MONUMENTED       USGS
 FQ0904  HISTORY     - 1965     GOOD             USGS
 FQ0904  HISTORY     - 19950906 GOOD             NGS
 FQ0904
 FQ0904                          STATION DESCRIPTION
 FQ0904
 FQ0904'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0904'LOCATED ABOUT 38 MI NW. OF WINSLOW, 26.5 MI SW. OF NEW ORAIBI.  ON
 FQ0904'SOUTHEAST END OF GARCES MESA AT EDGE OF MESA WALL.
 FQ0904'
 FQ0904'TO REACH FROM NEW ORAIBI POST OFFICE, GO 24.7 MI S. ALONG ORAIBI
 FQ0904'RD. TO RD. INTERSECTION.  TURN RIGHT 3.5 MI W. TO Y-RD.  TAKE LEFT
 FQ0904'FORK ALONG DIM TRACK RD. 5.7 MI TO EDGE OF MESA AND STATION.
 FQ0904'
 FQ0904'STATION MARK--STANDARD TABLET STAMPED---GARCE 1965---, IN CONCRETE
 FQ0904'POST PROJECTING 0.5 FT.
 FQ0904'
 FQ0904'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, IN LARGE
 FQ0904'ROCK OUTCROP.
 FQ0904'
 FQ0904'RM 2--STEEL FENCEPOST STAMPED---USGS RM NO 2 1965---, DRIVEN IN
 FQ0904'GROUND, PROJECTING ABOUT 2 FT.
 FQ0904
 FQ0904                          STATION RECOVERY (1965)
 FQ0904
 FQ0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0904'RECOVERED AS DESCRIBED BY USGS.
 FQ0904
 FQ0904                          STATION RECOVERY (1995)
 FQ0904
 FQ0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0904'THE STATION IS LOCATED ABOUT 38 MI (61.2 KM) NORTHWEST OF WINSLOW AND
 FQ0904'ABOUT 25 MI (40.2 KM) SOUTHWEST OF KYKOTSMOVI (AKA ORAIBI) AT THE
 FQ0904'SOUTHWEST TIP OF GARCES MESA ON THE TOP OF THE MESA ABOUT 3 MI (4.8
 FQ0904'KM) WEST OF THE PAVED ROAD, INDIAN ROUTE 2, LEADING FROM KYKOTSMOVI TO
 FQ0904'LEUPP.  IT IS LOCATED ON HOPI INDIAN RESERVATION TRIBAL LAND.  TO
 FQ0904'REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAY 264 AND
 FQ0904'INDIAN ROUTE 2 (LEADING FROM KYKOTSMOVI TO LEUPP) , JUST NORTHEAST OF
 FQ0904'KYKOTSMOVI, HEAD SOUTH ON INDIAN ROUTE 2 FOR 24.0 MILES (38.6 KM) TO
 FQ0904'MILEPOST 24.  CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO AN INTERSECTION
 FQ0904'WITH A DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST, CROSS A
 FQ0904'CATTLEGUARD AND GO 0.35 MI (0.56 KM) TO A WIDE, OPEN ROAD FORK.  TAKE
 FQ0904'THE LEFT FORK AND HEAD WEST FOR 1.0 MI (1.6 KM) TO A Y INTERSECTION
 FQ0904'WITH A ROAD ON THE RIGHT.  CONTINUE STRAIGHT, WEST, FOR 0.8 MI (1.3
 FQ0904'KM) TO AN INTERESECTION WITH A TRACK ROAD.  TURN LEFT, SOUTHWEST, AND
 FQ0904'GO 2.9 MI (4.7 KM) THE BEGINNING OF A FLAT SURFACED GRAVELLY AREA
 FQ0904'(POSSIBLY AN OLD DRY LAKE BED) .  CONTINUE FOLLOWING THE TRACK ROAD
 FQ0904'ACROSS THE FLAT AREA, HEADING SOUTHWEST, FOR 0.3 MI (0.5 KM) TO A
 FQ0904'SECOND SUCH FLAT AREA.  CONTINUE ACROSS THIS FLAT AREA, ON THE MAIN
 FQ0904'TRACK ROAD, FOR 0.5 MI (0.8 KM) TO A Y INTERSECTION WITH A TRACK ROAD
 FQ0904'ON THE LEFT.  BEAR LEFT, SOUTH, AND GO 0.15 MI (0.24 KM) TO AN
 FQ0904'INTERSECTION WITH ANOTHER TRACK ROAD ON THE RIGHT.  STAY LEFT, EAST,
 FQ0904'AND GO 1.1 MI (1.8 KM) TO A FORK IN THE ROAD.  BEAR RIGHT AT THE FORK
 FQ0904'AND GO 0.5 MI (0.8 KM) TO THE END OF THE MESA AND THE STATION JUST
 FQ0904'BEFORE THE TIP OF THE MESA.  THE STATION IS A USGS BENCHMARK DISK
 FQ0904'STAMPED --- GARCE 1965 --- THAT IS SET IN THE TOP OF A 0.2 M (0.7 FT)
 FQ0904'SQUARE CONCRETE POST THAT PROJECTS 0.3 M.  (1.0 FT) THE STATION IS
 FQ0904'ABOUT 35 M (114.8 FT) BACK FROM THE EXTREME POINT OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0915 ***********************************************************************
 DW0915  DESIGNATION -  GARDEN
 DW0915  PID         -  DW0915
 DW0915  STATE/COUNTY-  AZ/YUMA
 DW0915  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0915
 DW0915                         *CURRENT SURVEY CONTROL
 DW0915  ___________________________________________________________________
 DW0915* NAD 83(1992)-  33 01 05.57226(N)    114 01 28.05849(W)     ADJUSTED  
 DW0915* NAVD 88     -       788.3    (meters)    2586.     (feet)  VERTCON   
 DW0915  ___________________________________________________________________
 DW0915  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DW0915  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0915
 DW0915  HORZ ORDER  -  SECOND
 DW0915
 DW0915.The horizontal coordinates were established by classical geodetic methods
 DW0915.and adjusted by the National Geodetic Survey in August 1993..
 DW0915
 DW0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0915
 DW0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0915
 DW0915.The geoid height was determined by GEOID03.
 DW0915
 DW0915;                    North         East     Units Scale Factor Converg.
 DW0915;SPC AZ W     -   223,812.340   187,717.707   MT  0.99994144   -0 08 58.4
 DW0915;SPC AZ W     -   734,292.45    615,871.74   iFT  0.99994144   -0 08 58.4
 DW0915;UTM  11      - 3,657,241.243   777,956.489   MT  1.00055272   +1 37 20.7
 DW0915;UTM  12      - 3,657,371.798   217,471.856   MT  1.00058432   -1 38 56.9
 DW0915
 DW0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0915!SPC AZ W     -   0.99988135  x   0.99994144  =   0.99982280
 DW0915!UTM  11      -   0.99988135  x   1.00055272  =   1.00043400
 DW0915!UTM  12      -   0.99988135  x   1.00058432  =   1.00046560
 DW0915
 DW0915:                Primary Azimuth Mark                     Grid Az
 DW0915:SPC AZ W     -  GARDEN AZ MK                             011 34 28.8
 DW0915:UTM  11      -  GARDEN AZ MK                             009 48 09.7
 DW0915:UTM  12      -  GARDEN AZ MK                             013 04 27.3
 DW0915
 DW0915|---------------------------------------------------------------------|
 DW0915| PID    Reference Object                     Distance      Geod. Az  |
 DW0915|                                                           dddmmss.s |
 DW0915| CE9413 GARDEN AZ MK                                       0112530.4 |
 DW0915| CE9414 GARDEN RM 1                           5.075 METERS 12157     |
 DW0915| DB1240 BLACK POINT CARIN                   APPROX.15.8 KM 2195413.9 |
 DW0915| DW0914 GARDEN CAIRN                          3.290 METERS 26747     |
 DW0915| DW0912 HIGH PK S END CASTLE DOME MTNS      APPROX. 7.4 KM 2765548.0 |
 DW0915| DW0913 THUMB PEAK                          APPROX. 8.5 KM 2960721.2 |
 DW0915| DW0916 CASTLE DOME PEAK                    APPROX.13.3 KM 3033547.4 |
 DW0915| CE9415 GARDEN RM 2                           9.156 METERS 31403     |
 DW0915|---------------------------------------------------------------------|
 DW0915
 DW0915                          SUPERSEDED SURVEY CONTROL
 DW0915
 DW0915  NAD 83(1986)-  33 01 05.56848(N)    114 01 28.06336(W) AD(       ) 2
 DW0915  NAD 27      -  33 01 05.42400(N)    114 01 25.29800(W) AD(       ) 2
 DW0915  NGVD 29 (07/19/86)  787.6    (m)         2584.     (f) VERT ANG       
 DW0915
 DW0915.Superseded values are not recommended for survey control.
 DW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0915.See file dsdata.txt to determine how the superseded data were derived.
 DW0915
 DW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7795657241(NAD 83)
 DW0915_MARKER: DS = TRIANGULATION STATION DISK
 DW0915_SETTING: 66 = SET IN ROCK OUTCROP
 DW0915
 DW0915  HISTORY     - Date     Condition        Report By
 DW0915  HISTORY     - 1949     MONUMENTED       CGS
 DW0915  HISTORY     - 1952     GOOD             USE
 DW0915  HISTORY     - 1972     GOOD             AZHD
 DW0915
 DW0915                          STATION DESCRIPTION
 DW0915
 DW0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0915'THE STATION IS LOCATED ABOUT 21 MILES AIR LINE NORTH OF ROLL,
 DW0915'ABOUT 11 MILES AIR LINE SOUTH OF THE KOFA MINES ROAD JUNCTION,
 DW0915'ON A PEAK TOWARDS THE SOUTH END OF, AND ON THE EASTERLY SIDE
 DW0915'OF THE CASTLE DOME MOUNTAINS.  THERE ARE SEVERAL OTHER PEAKS
 DW0915'IN THE VICINITY OF ABOUT THE SAME ELEVATION AS THE STATION
 DW0915'PEAK.  IT IS 8 FEET EAST OF A 7 FOOT CAIRN, SET FLUSH AND
 DW0915'STAMPED, GARDEN 1949.
 DW0915'
 DW0915'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION
 DW0915'MARK, PROJECTS 4 INCHES AND STAMPED, GARDEN NO 1 1949.
 DW0915'
 DW0915'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 3-1/2 FEET LOWER THAN
 DW0915'THE STATION MARK.  IT IS STAMPED, GARDEN NO 2 1949.
 DW0915'
 DW0915'THE AZIMUTH MARK IS SET FLUSH, 25 PACES WEST OF A TRACK ROAD,
 DW0915'ABOUT 100 YARDS SOUTH OF AN OLD TIN BUILDING, 15 FEET NORTH OF
 DW0915'A MINE SHAFT, 8 FEET NORTHWEST OF A WHITE WITNESS POST, AND
 DW0915'STAMPED, GARDEN 1949.
 DW0915'
 DW0915'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, CONTINUE
 DW0915'WEST ACROSS THE RAILROAD TRACKS TO A FORK.  TAKE THE RIGHT FORK,
 DW0915'EAST, THENCE NORTH FOR 1.1 MILES TO FORK.  TAKE THE LEFT FORK
 DW0915'STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO 3 FORKS.  TAKE THE LEFT
 DW0915'FORK, NORTH, FOR 0.2 MILE TO FORK.  TAKE THE LEFT FORK, NORTH,
 DW0915'FOR 0.4 MILE TO A REVERSE Y-FORK.  TAKE THE RIGHT FORK,
 DW0915'NORTHEAST, FOR 24 MILES ON THE MAIN TRAVELED ROAD TO A TRACK ROAD
 DW0915'LEFT, WEST, AND AN OLD MILE POST NUMBER 10.  TURN LEFT,
 DW0915'WEST, ON THE TRACK ROAD FOR 0.7 MILE TO A Y-FORK.  TAKE THE
 DW0915'LEFT FORK FOR 3.7 MILES TO AN OLD TIN BUILDING ON THE
 DW0915'RIGHT AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DW0915'ON THE ROAD FOR A SHORT DISTANCE WHEN IT ENTERS A LARGE
 DW0915'WASH.  FOLLOW THE MAIN PART OF THE WASH AND A DIM TRACK
 DW0915'ROAD FOR 0.7 MILE TO A SIDE WASH LEFT AND END OF TRUCK
 DW0915'TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  CONTINUE UP THE SIDE WASH
 DW0915'FOR 0.6 MILE TO A NARROW CUT AND END OF TRUCK TRAVEL.  FROM
 DW0915'HERE PACK THROUGH THE CUT, THENCE UP A SMALL CANYON JUST TO
 DW0915'THE LEFT OF SOME CLIFFS AND ONTO A RIDGE.  FOLLOW THE RIDGE
 DW0915'EAST AND EAST-NORTHEAST TO THE HIGHEST POINT AND STATION.  A
 DW0915'1-HOUR PACK WITH A FOUR WHEEL DRIVE VEHICLE.
 DW0915
 DW0915                          STATION RECOVERY (1952)
 DW0915
 DW0915'RECOVERY NOTE BY US ENGINEERS 1952
 DW0915'RECOVERY TO BASE OF PEAK ONLY.
 DW0915'
 DW0915'TO REACH FROM ROLL POSTOFFICE, CROSS RAILROAD TRACKS TO A GRADED
 DW0915'ROAD, GO RIGHT (NE) 1.9 MILES PAST A GRAVEL PLANT AND GO AROUND
 DW0915'GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING A GRADED ROAD
 DW0915'GOING RIGHT (NORTH), GO NORTH 12.45 MILES TO A FORK LEFT,
 DW0915'GO STRAIGHT AHEAD 0.4 MILE TO INTERSECTION WITH TRACK ROAD
 DW0915'(OLD YUMA-QUARTZSITE SIGN), CONTINUE ON GRADED ROAD 10.8 MILES
 DW0915'TO OLD MILE POST 10 AND TRACK ROAD LEFT, GO LEFT 0.6 MILE TO A
 DW0915'FORK, GO LEFT 0.45 MILE TO A FORK LEFT, GO STRAIGHT AHEAD
 DW0915'3.25 MILES TO A TIN BUILDING, FOLLOW TRACK ROAD ACROSS AND
 DW0915'ALONG WASH 0.7 MILE TO A WASH HEADING LEFT TOWARD STATION
 DW0915'(TRIPOD AND CAIRN ARE VISIBLE FROM HERE).  WITH 4 WHEEL
 DW0915'DRIVE, PROCEED 0.3 MILES UP WASH TO THE LEFT TO END OF
 DW0915'VEHICLE TRAVEL.  FROM HERE PACK THROUGH CUT AND UP TO A SMALL
 DW0915'CANYON JUST TO THE LEFT OF SOME CLIFFS AND ONTO A RIDGE,
 DW0915'FOLLOW THE RIDGE EAST TO THE HIGHEST POINT AND STATION.  1
 DW0915'HOUR PACK.
 DW0915
 DW0915                          STATION RECOVERY (1972)
 DW0915
 DW0915'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS)
 DW0915'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 DW0915'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS
 DW0915'IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0914 ***********************************************************************
 DW0914  DESIGNATION -  GARDEN CAIRN
 DW0914  PID         -  DW0914
 DW0914  STATE/COUNTY-  AZ/YUMA
 DW0914  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0914
 DW0914                         *CURRENT SURVEY CONTROL
 DW0914  ___________________________________________________________________
 DW0914* NAD 83(1992)-  33 01 05.56813(N)    114 01 28.18516(W)     ADJUSTED  
 DW0914* NAVD 88     -       790.5    (meters)    2593.     (feet)  VERTCON   
 DW0914  ___________________________________________________________________
 DW0914  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DW0914  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0914
 DW0914  HORZ ORDER  -  THIRD
 DW0914
 DW0914.The horizontal coordinates were established by classical geodetic methods
 DW0914.and adjusted by the National Geodetic Survey in August 1993..
 DW0914
 DW0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0914
 DW0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0914
 DW0914.The geoid height was determined by GEOID03.
 DW0914
 DW0914;                    North         East     Units Scale Factor Converg.
 DW0914;SPC AZ W     -   223,812.222   187,714.419   MT  0.99994144   -0 08 58.5
 DW0914;SPC AZ W     -   734,292.07    615,860.95   iFT  0.99994144   -0 08 58.5
 DW0914;UTM  11      - 3,657,241.023   777,953.204   MT  1.00055270   +1 37 20.7
 DW0914;UTM  12      - 3,657,371.766   217,468.564   MT  1.00058435   -1 38 57.0
 DW0914
 DW0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0914!SPC AZ W     -   0.99988101  x   0.99994144  =   0.99982245
 DW0914!UTM  11      -   0.99988101  x   1.00055270  =   1.00043364
 DW0914!UTM  12      -   0.99988101  x   1.00058435  =   1.00046529
 DW0914
 DW0914                          SUPERSEDED SURVEY CONTROL
 DW0914
 DW0914  NAD 83(1986)-  33 01 05.56434(N)    114 01 28.19003(W) AD(       ) 4
 DW0914  NAD 27      -  33 01 05.42000(N)    114 01 25.42500(W) AD(       ) 3
 DW0914  NGVD 29 (07/19/86)  789.8    (m)         2591.     (f) VERT ANG       
 DW0914
 DW0914.Superseded values are not recommended for survey control.
 DW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0914.See file dsdata.txt to determine how the superseded data were derived.
 DW0914
 DW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7795357241(NAD 83)
 DW0914_MARKER: 72 = CAIRN
 DW0914
 DW0914  HISTORY     - Date     Condition        Report By
 DW0914  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0914
 DW0914                          STATION DESCRIPTION
 DW0914
 DW0914'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FR0889 ***********************************************************************
 FR0889  DESIGNATION -  GAS
 FR0889  PID         -  FR0889
 FR0889  STATE/COUNTY-  AZ/COCONINO
 FR0889  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0889
 FR0889                         *CURRENT SURVEY CONTROL
 FR0889  ___________________________________________________________________
 FR0889* NAD 83(1992)-  35 15 56.40015(N)    112 19 56.67278(W)     ADJUSTED  
 FR0889* NAVD 88     -      2007.     (meters)    6585.     (feet)  SCALED    
 FR0889  ___________________________________________________________________
 FR0889  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 FR0889  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR0889
 FR0889  HORZ ORDER  -  SECOND
 FR0889
 FR0889.The horizontal coordinates were established by classical geodetic methods
 FR0889.and adjusted by the National Geodetic Survey in August 1993..
 FR0889
 FR0889.The orthometric height was scaled from a topographic map.
 FR0889
 FR0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0889
 FR0889.The geoid height was determined by GEOID03.
 FR0889
 FR0889;                    North         East     Units Scale Factor Converg.
 FR0889;SPC AZ C     -   473,124.368   175,534.378   MT  0.99991763   -0 14 24.1
 FR0889;SPC AZ C     - 1,552,245.30    575,900.19   iFT  0.99991763   -0 14 24.1
 FR0889;UTM  12      - 3,903,318.840   378,806.071   MT  0.99978101   -0 46 09.8
 FR0889
 FR0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0889!SPC AZ C     -   0.99968889  x   0.99991763  =   0.99960654
 FR0889!UTM  12      -   0.99968889  x   0.99978101  =   0.99946997
 FR0889
 FR0889:                Primary Azimuth Mark                     Grid Az
 FR0889:SPC AZ C     -  HEARST                                   092 38 33.6
 FR0889:UTM  12      -  HEARST                                   093 10 19.3
 FR0889
 FR0889|---------------------------------------------------------------------|
 FR0889| PID    Reference Object                     Distance      Geod. Az  |
 FR0889|                                                           dddmmss.s |
 FR0889| FR0890 HEARST                              APPROX. 5.7 KM 0922409.5 |
 FR0889| CH2327 GAS RM 2                              6.854 METERS 11059     |
 FR0889| CH2326 GAS RM 1                              7.630 METERS 33540     |
 FR0889|---------------------------------------------------------------------|
 FR0889
 FR0889                          SUPERSEDED SURVEY CONTROL
 FR0889
 FR0889  NAD 83(1986)-  35 15 56.39849(N)    112 19 56.66942(W) AD(       ) 2
 FR0889  NAD 27      -  35 15 56.35790(N)    112 19 54.03420(W) AD(       ) 2
 FR0889
 FR0889.Superseded values are not recommended for survey control.
 FR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0889.See file dsdata.txt to determine how the superseded data were derived.
 FR0889
 FR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7880603319(NAD 83)
 FR0889_MARKER: DS = TRIANGULATION STATION DISK
 FR0889_SETTING: 80 = SET IN A BOULDER
 FR0889_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0889
 FR0889  HISTORY     - Date     Condition        Report By
 FR0889  HISTORY     - 1958     MONUMENTED       CGS
 FR0889  HISTORY     - 1967     GOOD             CGS
 FR0889  HISTORY     - 1980     GOOD             AZDT
 FR0889
 FR0889                          STATION DESCRIPTION
 FR0889
 FR0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0889'THE STAITON IS ON A TREE COVERED HILL THAT IS ABOUT 7.5 MILES
 FR0889'WEST-NORTHWEST OF WILLIAMS, 8.5 MILES EAST-NORTHEAST OF ASH FORK,
 FR0889'2 MILES NORTHEAST OF WELCH AND 200 YARDS NORTH OF THE EL PASO
 FR0889'GAS PIPE LINE.
 FR0889'
 FR0889'TO REACH THE STATION FROM THE ARIZONA STATE HIGHWAY WEIGH
 FR0889'STATION, AT THE WEST EDGE OF WILLIAMS, GO WEST ON U.S. HIGHWAY
 FR0889'66 AND 89 TOWARD ASH FORK FOR 11.6 MILES TO A STOCK GUARD ON
 FR0889'EACH SIDE OF THE HIGHWAY, THIS IS 5.4 MILES EAST OF THE
 FR0889'INTERSECTION OF U.S. HIGHWAY 66 AND 89 AT THE EAST EDGE OF ASH
 FR0889'FORK.  FROM THE STOCK GUARDS GO NORTH AS PER SIGN 5 WELCH, 12
 FR0889'POLSUM DAM, FOR 0.7 MILE TO THE OLD PAVED HIGHWAY, TURN
 FR0889'RIGHT, EAST, FOR 0.3 MILE TO A SIGN ON THE LEFT WELCH 1
 FR0889'1/2, MARTIN 14 1/2.  TURN LEFT AS PER SIGN AND FOLLOW THE
 FR0889'GRAVELED ROAD FOR 1.8 MILES TO THE SANTE FE RAILROAD SIDING AND
 FR0889'SECTION HOUSE AT WELCH, CROSS THE TRACKS AND CONTINUE AHEAD
 FR0889'ON THE GRADED ROAD FOR 0.8 MILE TO THE GAS PIPE LINE.  TURN
 FR0889'RIGHT ON THE GAS LINE ROAD AT SIGN NOTICE PRIVATE ROAD
 FR0889'TRAVEL AT OWN RISK, FOR 1.1 MILES TO A GATE, PASS THROUGH THE
 FR0889'GATE AND CONTINUE FOR 0.8 MILE.  HERE TURN LEFT LEAVING THE
 FR0889'ROAD AND PICK WAY UP THROUGH THE JUNIPER TREES FOR 0.15 MILE
 FR0889'TO THE SUMMIT OF A SMALL HILL AND THE STATION.
 FR0889'
 FR0889'THE STATION IS A STANDARD DISK, STAMPED GAS 1958, CEMENTED IN A
 FR0889'DRILL HOLE IN A 2 X 3 FOOT BOULDER WHICH PROJECTS 18 INCHES.  IT
 FR0889'IS 25 FEET SOUTHEAST OF A WITNESS SIGN SCREWED TO A JUNIPER TREE.
 FR0889'
 FR0889'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAS NO 1 1958,
 FR0889'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 3 FEET IN DIAMETER
 FR0889'AND PROJECTS 1 FOOT.  IT IS 17 FEET NORTHEAST OF THE WITNESS
 FR0889'SIGN.
 FR0889'
 FR0889'REFERENCE MARK 2 IS A STANDARD MARK, STAMPED GAS NO 2 1958,
 FR0889'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 4 FEET IN DIAMETER
 FR0889'AND PROJECTS 1 FOOT.
 FR0889
 FR0889                          STATION RECOVERY (1967)
 FR0889
 FR0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FR0889'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0889'IN GOOD CONDITION.
 FR0889'
 FR0889'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 FR0889'ADEQUATE.
 FR0889
 FR0889                          STATION RECOVERY (1980)
 FR0889
 FR0889'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0889'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1170 ***********************************************************************
 CG1170  DESIGNATION -  GAS
 CG1170  PID         -  CG1170
 CG1170  STATE/COUNTY-  AZ/COCHISE
 CG1170  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1170
 CG1170                         *CURRENT SURVEY CONTROL
 CG1170  ___________________________________________________________________
 CG1170* NAD 83(1992)-  31 41 49.19780(N)    110 18 14.61485(W)     ADJUSTED  
 CG1170* NAVD 88     -      1299.5    (meters)    4263.     (feet)  VERTCON   
 CG1170  ___________________________________________________________________
 CG1170  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CG1170  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CG1170
 CG1170  HORZ ORDER  -  SECOND
 CG1170
 CG1170.The horizontal coordinates were established by classical geodetic methods
 CG1170.and adjusted by the National Geodetic Survey in August 1993..
 CG1170
 CG1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1170
 CG1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1170
 CG1170.The geoid height was determined by GEOID03.
 CG1170
 CG1170;                    North         East     Units Scale Factor Converg.
 CG1170;SPC AZ E     -    77,280.618   200,336.086   MT  0.99990209   -0 04 19.9
 CG1170;SPC AZ E     -   253,545.33    657,270.62   iFT  0.99990209   -0 04 19.9
 CG1170;UTM  12      - 3,507,061.623   565,951.270   MT  0.99965364   +0 21 56.4
 CG1170
 CG1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1170!SPC AZ E     -   0.99980038  x   0.99990209  =   0.99970249
 CG1170!UTM  12      -   0.99980038  x   0.99965364  =   0.99945409
 CG1170
 CG1170|---------------------------------------------------------------------|
 CG1170| PID    Reference Object                     Distance      Geod. Az  |
 CG1170|                                                           dddmmss.s |
 CG1170| CS6113 GAS RM 1                             14.713 METERS 10138     |
 CG1170| CS6114 GAS RM 2                             13.969 METERS 19501     |
 CG1170|---------------------------------------------------------------------|
 CG1170
 CG1170                          SUPERSEDED SURVEY CONTROL
 CG1170
 CG1170  NAD 83(1986)-  31 41 49.19151(N)    110 18 14.60910(W) AD(       ) 2
 CG1170  NGVD 29 (06/28/91) 1298.7    (m)         4261.     (f) VERT ANG       
 CG1170
 CG1170.Superseded values are not recommended for survey control.
 CG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1170.See file dsdata.txt to determine how the superseded data were derived.
 CG1170
 CG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6595107062(NAD 83)
 CG1170_MARKER: DS = TRIANGULATION STATION DISK
 CG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1170+STABILITY: SURFACE MOTION
 CG1170
 CG1170  HISTORY     - Date     Condition        Report By
 CG1170  HISTORY     - 1986     MONUMENTED       AZDT
 CG1170  HISTORY     - 19981001 GOOD             USPSQD
 CG1170
 CG1170                          STATION DESCRIPTION
 CG1170
 CG1170'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1170'THE STATION IS LOCATED 13-1/2 MILES WEST OF TOMBSTONE ALONG THE SOUTH
 CG1170'SIDE OF STATE ROUTE 82.
 CG1170'
 CG1170'THE STATION MARK IS AN AZDT DISK STAMPED---GAS 1986---.  IT IS SET IN
 CG1170'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 66 FEET SOUTHEAST OF THE
 CG1170'CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF THE RIGHT OF WAY FENCE
 CG1170'AND 5 FEET SOUTHEAST OF A WITNESS POST.
 CG1170'
 CG1170'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GAS RM 1 1986---.  IT IS
 CG1170'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1170'RIGHT OF WAY FENCE.
 CG1170'
 CG1170'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GAS RM 2 1986---.  IT IS
 CG1170'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1170'RIGHT OF WAY FENCE.
 CG1170'
 CG1170'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1170'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1170'ROUTE 82.  TURN RIGHT AND TRAVEL EAST ALONG SR 82 FOR 2.8 MILES TO THE
 CG1170'STATION ON THE RIGHT AT MILE POST 54.4.
 CG1170
 CG1170                          STATION RECOVERY (1998)
 CG1170
 CG1170'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1994 ***********************************************************************
 DV1994  DESIGNATION -  GATE
 DV1994  PID         -  DV1994
 DV1994  STATE/COUNTY-  AZ/MARICOPA
 DV1994  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1994
 DV1994                         *CURRENT SURVEY CONTROL
 DV1994  ___________________________________________________________________
 DV1994* NAD 83(1992)-  33 47 51.03477(N)    112 11 03.96576(W)     ADJUSTED  
 DV1994* NAVD 88     -       484.2    (meters)    1589.     (feet)  VERTCON   
 DV1994  ___________________________________________________________________
 DV1994  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DV1994  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DV1994
 DV1994  HORZ ORDER  -  SECOND
 DV1994
 DV1994.The horizontal coordinates were established by classical geodetic methods
 DV1994.and adjusted by the National Geodetic Survey in August 1993..
 DV1994
 DV1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1994
 DV1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1994
 DV1994.The geoid height was determined by GEOID03.
 DV1994
 DV1994;                    North         East     Units Scale Factor Converg.
 DV1994;SPC AZ C     -   310,227.982   188,566.188   MT  0.99990758   -0 08 56.2
 DV1994;SPC AZ C     - 1,017,808.34    618,655.47   iFT  0.99990758   -0 08 56.2
 DV1994;UTM  12      - 3,740,335.068   390,358.148   MT  0.99974820   -0 39 32.1
 DV1994
 DV1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1994!SPC AZ C     -   0.99992860  x   0.99990758  =   0.99983619
 DV1994!UTM  12      -   0.99992860  x   0.99974820  =   0.99967682
 DV1994
 DV1994|---------------------------------------------------------------------|
 DV1994| PID    Reference Object                     Distance      Geod. Az  |
 DV1994|                                                           dddmmss.s |
 DV1994| CH5200 GATE RM 1                            11.860 METERS 08531     |
 DV1994| DV1996 SAGU                                APPROX. 3.7 KM 2694530.9 |
 DV1994| CH5201 GATE RM 2                            13.710 METERS 27556     |
 DV1994|---------------------------------------------------------------------|
 DV1994
 DV1994                          SUPERSEDED SURVEY CONTROL
 DV1994
 DV1994  NAD 83(1986)-  33 47 51.02959(N)    112 11 03.96978(W) AD(       ) 2
 DV1994  NAD 27      -  33 47 50.89521(N)    112 11 01.40757(W) AD(       ) 2
 DV1994  NGVD 29 (07/19/86)  483.6    (m)         1587.     (f) VERT ANG       
 DV1994
 DV1994.Superseded values are not recommended for survey control.
 DV1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1994.See file dsdata.txt to determine how the superseded data were derived.
 DV1994
 DV1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9035840335(NAD 83)
 DV1994_MARKER: DD = SURVEY DISK
 DV1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1994+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DV1994
 DV1994  HISTORY     - Date     Condition        Report By
 DV1994  HISTORY     - 1978     MONUMENTED       AZDT
 DV1994  HISTORY     - 20031221 GOOD             USPSQD
 DV1994  HISTORY     - 20060908 GOOD             USPSQD
 DV1994
 DV1994                          STATION DESCRIPTION
 DV1994
 DV1994'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1994'THE STATION IS ABOUT 7 MILES SOUTHWEST OF NEW RIVER AND 20 MILES
 DV1994'NORTH NORTHWEST OF PHOENIX ALONG THE SOUTH SIDE OF THE CAREFREE
 DV1994'HWY. (STATE ROUTE 74) INSIDE OF THE SOUTH R/W.
 DV1994'
 DV1994'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GATE 1976 AND
 DV1994'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 120 FEET SOUTH
 DV1994'OF HWY. CENTERLINE AND 4 FEET NORTH OF SOUTH R/W FENCE.
 DV1994'
 DV1994'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GATE RM
 DV1994'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 5 FEET
 DV1994'NORTH OF THE SOUTH R/W FENCE.
 DV1994'
 DV1994'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GATE RM
 DV1994'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 10 FEET
 DV1994'NORTH OF THE SOUTH R/W FENCE.
 DV1994'
 DV1994'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND BELL RD. IN
 DV1994'NORTH PHOENIX, TRAVEL NORTH ON I-17 FOR 11.0 MILES TO THE
 DV1994'CAREFREE HWY. OVERPASS, GO WEST ON CAREFREE HWY. (STATE ROUTE 74)
 DV1994'FOR 2.90 MILES TO MILE POST 28 AND THE STATION ON THE LEFT IN
 DV1994'THE SOUTH R/W ABOUT 120 FEET WEST OF A GATE IN FENCE.
 DV1994'
 DV1994'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1994
 DV1994                          STATION RECOVERY (2003)
 DV1994
 DV1994'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV1994'RECOVERED AS DESCRIBED.
 DV1994
 DV1994                          STATION RECOVERY (2006)
 DV1994
 DV1994'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1994'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0375 ***********************************************************************
 CF0375  DESIGNATION -  GATE
 CF0375  PID         -  CF0375
 CF0375  STATE/COUNTY-  AZ/COCHISE
 CF0375  USGS QUAD   -  PEARCE (1985)
 CF0375
 CF0375                         *CURRENT SURVEY CONTROL
 CF0375  ___________________________________________________________________
 CF0375* NAD 83(1992)-  31 59 52.68954(N)    109 51 36.05323(W)     ADJUSTED  
 CF0375* NAVD 88     -      1287.4    (meters)    4224.     (feet)  VERTCON   
 CF0375  ___________________________________________________________________
 CF0375  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CF0375  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0375
 CF0375  HORZ ORDER  -  SECOND
 CF0375
 CF0375.The horizontal coordinates were established by classical geodetic methods
 CF0375.and adjusted by the National Geodetic Survey in August 1993..
 CF0375
 CF0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0375
 CF0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0375
 CF0375.The geoid height was determined by GEOID03.
 CF0375
 CF0375;                    North         East     Units Scale Factor Converg.
 CF0375;SPC AZ E     -   110,682.955   242,334.302   MT  0.99991035   +0 09 45.0
 CF0375;SPC AZ E     -   363,133.05    795,060.05   iFT  0.99991035   +0 09 45.0
 CF0375;UTM  12      - 3,540,778.302   607,683.209   MT  0.99974300   +0 36 14.8
 CF0375
 CF0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0375!SPC AZ E     -   0.99980218  x   0.99991035  =   0.99971255
 CF0375!UTM  12      -   0.99980218  x   0.99974300  =   0.99954523
 CF0375
 CF0375|---------------------------------------------------------------------|
 CF0375| PID    Reference Object                     Distance      Geod. Az  |
 CF0375|                                                           dddmmss.s |
 CF0375| CS5407 GATE RM 1                             8.580 METERS 18705     |
 CF0375| CS5408 GATE RM 2                            13.831 METERS 31848     |
 CF0375|---------------------------------------------------------------------|
 CF0375
 CF0375                          SUPERSEDED SURVEY CONTROL
 CF0375
 CF0375  NAD 83(1986)-  31 59 52.68156(N)    109 51 36.05183(W) AD(       ) 2
 CF0375  NGVD 29 (03/13/91) 1286.6    (m)         4221.     (f) VERT ANG       
 CF0375
 CF0375.Superseded values are not recommended for survey control.
 CF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0375.See file dsdata.txt to determine how the superseded data were derived.
 CF0375
 CF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0768340778(NAD 83)
 CF0375_MARKER: DS = TRIANGULATION STATION DISK
 CF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0375+STABILITY: SURFACE MOTION
 CF0375
 CF0375  HISTORY     - Date     Condition        Report By
 CF0375  HISTORY     - 1982     MONUMENTED       AZDT
 CF0375
 CF0375                          STATION DESCRIPTION
 CF0375
 CF0375'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0375'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF WILLCOX, ARIZONA,
 CF0375'BESIDE U.S. HWY 666.
 CF0375'
 CF0375'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT U.S. I-10 AND
 CF0375'U.S. HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX.  TRAVEL SOUTH-
 CF0375'EAST ON U.S. 666, 13.95 MILES TO THE STATION ON THE RIGHT.
 CF0375'
 CF0375'THE STATION MARKS ARE STANDARD ALUMINUN DISKS STAMPED---GATE 1982---.
 CF0375'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0375'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 33.5 FEET WEST OF THE
 CF0375'CENTER LINE OF U.S. 666, 16.95 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 CF0375'4 FEET WEST OF WITNESS POST AND SIGN.  THE UNDERGROUND DISK IS SET IN
 CF0375'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE MARK.
 CF0375'
 CF0375'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---GATE RM 1---SET
 CF0375'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0375'
 CF0375'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---GATE RM 2---SET
 CF0375'IN THE TOP OF A ROUND CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0375'
 CF0375'NO AZIMUTH MARK WAS SET FOR THIS STATION. USE USGS TEE OR AZDT FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1171 ***********************************************************************
 CG1171  DESIGNATION -  GATE
 CG1171  PID         -  CG1171
 CG1171  STATE/COUNTY-  AZ/COCHISE
 CG1171  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1171
 CG1171                         *CURRENT SURVEY CONTROL
 CG1171  ___________________________________________________________________
 CG1171* NAD 83(1992)-  31 34 17.94721(N)    110 18 34.86189(W)     ADJUSTED  
 CG1171* NAVD 88     -      1402.9    (meters)    4603.     (feet)  VERTCON   
 CG1171  ___________________________________________________________________
 CG1171  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CG1171  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1171
 CG1171  HORZ ORDER  -  SECOND
 CG1171
 CG1171.The horizontal coordinates were established by classical geodetic methods
 CG1171.and adjusted by the National Geodetic Survey in August 1993..
 CG1171
 CG1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1171
 CG1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1171
 CG1171.The geoid height was determined by GEOID03.
 CG1171
 CG1171;                    North         East     Units Scale Factor Converg.
 CG1171;SPC AZ E     -    63,384.102   199,784.758   MT  0.99990227   -0 04 29.6
 CG1171;SPC AZ E     -   207,953.09    655,461.80   iFT  0.99990227   -0 04 29.6
 CG1171;UTM  12      - 3,493,164.765   565,506.081   MT  0.99965292   +0 21 41.2
 CG1171
 CG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1171!SPC AZ E     -   0.99978415  x   0.99990227  =   0.99968644
 CG1171!UTM  12      -   0.99978415  x   0.99965292  =   0.99943715
 CG1171
 CG1171|---------------------------------------------------------------------|
 CG1171| PID    Reference Object                     Distance      Geod. Az  |
 CG1171|                                                           dddmmss.s |
 CG1171| CS6115 GATE RM 1                            20.446 METERS 15735     |
 CG1171| CS6116 GATE RM 2                            18.100 METERS 25545     |
 CG1171|---------------------------------------------------------------------|
 CG1171
 CG1171                          SUPERSEDED SURVEY CONTROL
 CG1171
 CG1171  NAD 83(1986)-  31 34 17.93884(N)    110 18 34.85345(W) AD(       ) 2
 CG1171  NGVD 29 (06/28/91) 1402.0    (m)         4600.     (f) VERT ANG       
 CG1171
 CG1171.Superseded values are not recommended for survey control.
 CG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1171.See file dsdata.txt to determine how the superseded data were derived.
 CG1171
 CG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6550693165(NAD 83)
 CG1171_MARKER: DS = TRIANGULATION STATION DISK
 CG1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1171+STABILITY: SURFACE MOTION
 CG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1171+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 CG1171
 CG1171  HISTORY     - Date     Condition        Report By
 CG1171  HISTORY     - 1986     MONUMENTED       AZDT
 CG1171  HISTORY     - 20030428 GOOD             NGS
 CG1171
 CG1171                          STATION DESCRIPTION
 CG1171
 CG1171'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1171'THE STATION IS LOCATED 2-1/2 MILES NORTHWEST OF SIERRA VISTA ALONG THE
 CG1171'SOUTH SIDE OF STATE ROUTE 90 AT MILE POST 317.5.
 CG1171'
 CG1171'THE STATION MARK IS AN AZDT DISK STAMPED---GATE 1986---.  IT IS SET IN
 CG1171'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 110 FEET SOUTH OF THE CUT
 CG1171'BANK, 45 FEET NORTHWEST OF A POWER POLE AND 42 FEET NORTH OF THE RIGHT
 CG1171'OF WAY FENCE.
 CG1171'
 CG1171'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GATE RM 1 1986---.  IT IS
 CG1171'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1.5 FEET NORTH OF
 CG1171'THE RIGHT OF WAY FENCE.
 CG1171'
 CG1171'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GATE RM 2 1986---.  IT IS
 CG1171'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1.5 FEET NORTH OF
 CG1171'THE RIGHT OF WAY FENCE.
 CG1171'
 CG1171'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1171'ALONG FRY BLVD 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1171'TRAVEL NORTH ALONG SR 90 FOR 4.3 MILES TO A DIM TRACK ROAD ON THE
 CG1171'LEFT.  TURN LEFT TO TOP OF CUT AND THE STATION.
 CG1171
 CG1171                          STATION RECOVERY (2003)
 CG1171
 CG1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5317 ***********************************************************************
 DE5317  DESIGNATION -  GATE
 DE5317  PID         -  DE5317
 DE5317  STATE/COUNTY-  AZ/YUMA
 DE5317  USGS QUAD   -  FORTUNA (1979)
 DE5317
 DE5317                         *CURRENT SURVEY CONTROL
 DE5317  ___________________________________________________________________
 DE5317* NAD 83(1992)-  32 44 37.99560(N)    114 26 31.67809(W)     ADJUSTED  
 DE5317* NAVD 88     -        53.0    (meters)     174.     (feet)  GPS OBS   
 DE5317  ___________________________________________________________________
 DE5317  EPOCH DATE  -        2000.35
 DE5317  X           -  -2,221,928.032 (meters)                     COMP
 DE5317  Y           -  -4,888,654.332 (meters)                     COMP
 DE5317  Z           -   3,430,113.508 (meters)                     COMP
 DE5317  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DE5317  ELLIP HEIGHT-          19.36  (meters)          (06/11/02) GPS OBS
 DE5317  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DE5317
 DE5317  HORZ ORDER  -  B
 DE5317  ELLP ORDER  -  THIRD     CLASS II
 DE5317
 DE5317.The horizontal coordinates were established by GPS observations
 DE5317.and adjusted by the National Geodetic Survey in June 2002..
 DE5317.The horizontal coordinates are valid at the epoch date displayed above.
 DE5317.The epoch date for horizontal control is a decimal equivalence
 DE5317.of Year/Month/Day.
 DE5317
 DE5317.The orthometric height was determined by GPS observations and a
 DE5317.high-resolution geoid model.
 DE5317
 DE5317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5317
 DE5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5317
 DE5317.The ellipsoidal height was determined by GPS observations
 DE5317.and is referenced to NAD 83.
 DE5317
 DE5317.The geoid height was determined by GEOID03.
 DE5317
 DE5317;                    North         East     Units Scale Factor Converg.
 DE5317;SPC AZ W     -   193,569.327   148,495.400   MT  0.99998519   -0 22 27.8
 DE5317;SPC AZ W     -   635,069.97    487,189.63   iFT  0.99998519   -0 22 27.8
 DE5317;UTM  11      - 3,625,789.655   739,666.538   MT  1.00030833   +1 23 03.0
 DE5317
 DE5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5317!SPC AZ W     -   0.99999696  x   0.99998519  =   0.99998215
 DE5317!UTM  11      -   0.99999696  x   1.00030833  =   1.00030529
 DE5317
 DE5317                          SUPERSEDED SURVEY CONTROL
 DE5317
 DE5317.No superseded survey control is available for this station.
 DE5317
 DE5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3966725790(NAD 83)
 DE5317_MARKER: DU = BOUNDARY MARKER
 DE5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5317_STAMPING: T8S S8 MC S17 R21W 1960
 DE5317_MARK LOGO: BLM   
 DE5317_PROJECTION: FLUSH
 DE5317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5317+STABILITY: SURFACE MOTION
 DE5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5317+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DE5317
 DE5317  HISTORY     - Date     Condition        Report By
 DE5317  HISTORY     - UNK      MONUMENTED       BLM
 DE5317  HISTORY     - 20020529 SEE DESCRIPTION  AZ0620
 DE5317  HISTORY     - 20040621 GOOD             JCLS
 DE5317  HISTORY     - 20060406 GOOD             INDIV
 DE5317
 DE5317                          STATION DESCRIPTION
 DE5317
 DE5317'DESCRIBED BY CITY OF YUMA ARIZONA 2002 (DHM)
 DE5317'THE STATION IS LOCATED APPROXIMATELY 13 MILES ENE OF THE CITY OF YUMA
 DE5317'ARIZONA NEAR US HIGHWAY 95 AND THE GILA RIVER.
 DE5317' 
 DE5317'TO REACH THE STATION FROM YUMA ON US HIGHWAY 95 TURN LEFT (WESTERLY)
 DE5317'AT
 DE5317'APPROX. MILE 39.8, ONTO AN UN-NAMED, PAVED ROAD HEADING TOWARD N.R.
 DE5317'ADAIR
 DE5317'PARK.  PROCEED 2.4 MILES TO THE END OF PAVEMENT, CONTINUE 1.2 MILES TO
 DE5317'THE
 DE5317'STATION ON THE LEFT AND A VERY LARGE IRRIGATION CANAL CONTROL GATE
 DE5317'(MARKED 763+80 ON THE SOUTH END).
 DE5317' 
 DE5317'THE STATION IS A BRASS DISK IN THE CENTER OF A CONCRETE MONUMENT 21
 DE5317'INCHES IN DIAMETER.  THE MONUMENT APPEARS TO SIT ON MANY LARGE ROCKS
 DE5317'AND IS SURROUNDED BY A MASS OF CONCRETE (APPROX. 6 FT IN DIAMETER)
 DE5317'POURED OVER THE ROCKS.  IT IS APPROX. 10 FEET EAST OF THE ROAD EDGE,
 DE5317'APPROX. 21 FEET EAST OF THE ROAD CENTER, AND APPROX. THE SAME LEVEL OF
 DE5317'THE ROAD.  IT IS 28.9 METERS ON MAG. BEARING 061 FROM THE MOST
 DE5317'NORTHERLY
 DE5317'AND EASTERLY PILLAR OF THE CONTROL GATE.
 DE5317' 
 DE5317' 
 DE5317' 
 DE5317' 
 DE5317'
 DE5317
 DE5317                          STATION RECOVERY (2004)
 DE5317
 DE5317'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DE5317'RECOVERED IN GOOD CONDITION.
 DE5317
 DE5317                          STATION RECOVERY (2006)
 DE5317
 DE5317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DE5317'MONUMENT RECOVERED INTACT, WITH A LARGE WHITE CROSS RECENTLY PAINTED
 DE5317'OVER IT SHOWING SIGNS OF IT'S USAGE AS AN AERIAL PHOTO GROUND SURVEY
 DE5317'CONTROL TARGET PANEL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0883 ***********************************************************************
 ET0883  DESIGNATION -  GATES
 ET0883  PID         -  ET0883
 ET0883  STATE/COUNTY-  AZ/YAVAPAI
 ET0883  USGS QUAD   -  PRESCOTT (1973)
 ET0883
 ET0883                         *CURRENT SURVEY CONTROL
 ET0883  ___________________________________________________________________
 ET0883* NAD 83(1992)-  34 32 58.77536(N)    112 23 14.26982(W)     ADJUSTED  
 ET0883* NAVD 88     -      1678.98   (+/-2cm)    5508.5    (feet)  VERTCON   
 ET0883  ___________________________________________________________________
 ET0883  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ET0883  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0883
 ET0883  HORZ ORDER  -  SECOND
 ET0883  VERT ORDER  -  THIRD ? (See Below)
 ET0883
 ET0883.The horizontal coordinates were established by classical geodetic methods
 ET0883.and adjusted by the National Geodetic Survey in August 1993..
 ET0883
 ET0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0883.The vertical order pertains to the NGVD 29 superseded value.
 ET0883
 ET0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0883
 ET0883.The geoid height was determined by GEOID03.
 ET0883
 ET0883;                    North         East     Units Scale Factor Converg.
 ET0883;SPC AZ C     -   393,720.673   170,167.094   MT  0.99992299   -0 16 00.9
 ET0883;SPC AZ C     - 1,291,734.49    558,290.99   iFT  0.99992299   -0 16 00.9
 ET0883;UTM  12      - 3,823,977.936   372,712.710   MT  0.99979970   -0 47 12.7
 ET0883
 ET0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0883!SPC AZ C     -   0.99974063  x   0.99992299  =   0.99966364
 ET0883!UTM  12      -   0.99974063  x   0.99979970  =   0.99954038
 ET0883
 ET0883|---------------------------------------------------------------------|
 ET0883| PID    Reference Object                     Distance      Geod. Az  |
 ET0883|                                                           dddmmss.s |
 ET0883| CH2328 GATES RM 1                           12.595 METERS 06223     |
 ET0883| CH2329 GATES RM 2                            6.744 METERS 16936     |
 ET0883| ET0884 LIESE                               APPROX. 2.1 KM 2723121.3 |
 ET0883|---------------------------------------------------------------------|
 ET0883
 ET0883                          SUPERSEDED SURVEY CONTROL
 ET0883
 ET0883  NAD 83(1986)-  34 32 58.77252(N)    112 23 14.26813(W) AD(       ) 2
 ET0883  NAD 27      -  34 32 58.67819(N)    112 23 11.66585(W) AD(       ) 2
 ET0883  NGVD 29 (07/19/86) 1678.08   (m)         5505.5    (f) LEVELING    3  
 ET0883
 ET0883.Superseded values are not recommended for survey control.
 ET0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0883.See file dsdata.txt to determine how the superseded data were derived.
 ET0883
 ET0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7271323978(NAD 83)
 ET0883_MARKER: DD = SURVEY DISK
 ET0883_SETTING: 66 = SET IN ROCK OUTCROP
 ET0883_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0883+STABILITY: POSITION/ELEVATION WELL
 ET0883
 ET0883  HISTORY     - Date     Condition        Report By
 ET0883  HISTORY     - 1980     MONUMENTED       AZDT
 ET0883  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0883
 ET0883                          STATION DESCRIPTION
 ET0883
 ET0883'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0883'THE STATION IS LOCATED 4.7 MILES EAST OF PRESCOTT, 8.3 MILES NORTHWEST
 ET0883'OF DEWEY AND ALONG THE SOUTH RIGHT OF WAY OF ARIZONA HIGHWAY 69.
 ET0883'
 ET0883'THE STATION MARK IS AN ADOT DISK STAMPED GATES 1980.  IT IS SET IN A
 ET0883'DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'REFERENCE MARK 1 IS AN ADOT DISK STAMPED GATES RM 1 1980.  IT IS SET
 ET0883'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'REFERENCE MARK 2 IS AN ADOT DISK STAMPED GATES RM 2 1980.  IT IS SET
 ET0883'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT VALLEY PROCEED
 ET0883'EAST FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT FOR 0.05 MILE TO SR 69
 ET0883'TURN RIGHT ALONG SR 69 FOR 5.1 MILES TO THE STATION ON THE LEFT ABOVE
 ET0883'A 20 FOOT HIGHWAY CUT ON A CURVE IN THE HIGHWAY.
 ET0883
 ET0883                          STATION RECOVERY (2001)
 ET0883
 ET0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0883'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1977 ***********************************************************************
 DV1977  DESIGNATION -  GATEWAY
 DV1977  PID         -  DV1977
 DV1977  STATE/COUNTY-  AZ/MARICOPA
 DV1977  USGS QUAD   -  BEAR HILLS (1990)
 DV1977
 DV1977                         *CURRENT SURVEY CONTROL
 DV1977  ___________________________________________________________________
 DV1977* NAD 83(1992)-  33 41 05.97595(N)    113 55 42.40529(W)     ADJUSTED  
 DV1977* NAVD 88     -       422.3    (meters)    1385.     (feet)  VERTCON   
 DV1977  ___________________________________________________________________
 DV1977  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DV1977  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1977
 DV1977  HORZ ORDER  -  SECOND
 DV1977
 DV1977.The horizontal coordinates were established by classical geodetic methods
 DV1977.and adjusted by the National Geodetic Survey in August 1993..
 DV1977
 DV1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1977
 DV1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1977
 DV1977.The geoid height was determined by GEOID03.
 DV1977
 DV1977;                    North         East     Units Scale Factor Converg.
 DV1977;SPC AZ C     -   299,533.722    26,822.754   MT  1.00032886   -1 06 58.0
 DV1977;SPC AZ C     -   982,722.19     88,001.16   iFT  1.00032886   -1 06 58.0
 DV1977;SPC AZ W     -   297,741.161   196,814.802   MT  0.99993671   -0 05 56.3
 DV1977;SPC AZ W     -   976,841.08    645,717.85   iFT  0.99993671   -0 05 56.3
 DV1977;UTM  12      - 3,731,079.405   228,524.379   MT  1.00050867   -1 37 30.7
 DV1977;UTM  11      - 3,731,465.164   784,746.984   MT  1.00059970   +1 42 17.0
 DV1977
 DV1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1977!SPC AZ C     -   0.99993862  x   1.00032886  =   1.00026746
 DV1977!SPC AZ W     -   0.99993862  x   0.99993671  =   0.99987534
 DV1977!UTM  12      -   0.99993862  x   1.00050867  =   1.00044726
 DV1977!UTM  11      -   0.99993862  x   1.00059970  =   1.00053828
 DV1977
 DV1977|---------------------------------------------------------------------|
 DV1977| PID    Reference Object                     Distance      Geod. Az  |
 DV1977|                                                           dddmmss.s |
 DV1977| CH2330 GATEWAY RM 1                          6.918 METERS 09859     |
 DV1977| CH2331 GATEWAY RM 2                          5.684 METERS 19508     |
 DV1977| DV1394 GATEWAY AZ MK                                      2471715.0 |
 DV1977|---------------------------------------------------------------------|
 DV1977
 DV1977                          SUPERSEDED SURVEY CONTROL
 DV1977
 DV1977  NAD 83(1986)-  33 41 05.97067(N)    113 55 42.41867(W) AD(       ) 2
 DV1977  NAD 27      -  33 41 05.86360(N)    113 55 39.63780(W) AD(       ) 2
 DV1977  NGVD 29 (07/19/86)  421.6    (m)         1383.     (f) VERT ANG       
 DV1977
 DV1977.Superseded values are not recommended for survey control.
 DV1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1977.See file dsdata.txt to determine how the superseded data were derived.
 DV1977
 DV1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2852431079(NAD 83)
 DV1977_MARKER: DS = TRIANGULATION STATION DISK
 DV1977_SETTING: 66 = SET IN ROCK OUTCROP
 DV1977_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1977+STABILITY: POSITION/ELEVATION WELL
 DV1977
 DV1977  HISTORY     - Date     Condition        Report By
 DV1977  HISTORY     - 1949     MONUMENTED       CGS
 DV1977  HISTORY     - 1964     GOOD             CGS
 DV1977  HISTORY     - 1965     GOOD             CGS
 DV1977  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV1977  HISTORY     - 1985     GOOD             AZDT
 DV1977  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1977
 DV1977                          STATION DESCRIPTION
 DV1977
 DV1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1977'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE EAST OF QUARTZSITE
 DV1977'AND ABOUT 1 MILE AIRLINE EAST OF BRENDA ON A ROCKY KNOLL THAT IS
 DV1977'JUST NORTH OF U.S. HIGHWAY 60.  THE KNOLL HAS ON ITS EAST SLOPE
 DV1977'A COLLECTION OF PAINTED ROCKS SO ARRANGED AS TO FORM THE WORD,
 DV1977'GATEWAY.  ON THE SOUTH SLOPE IS A STATUE OF A LEFT-HANDED INDIAN
 DV1977'AND ON THE HIGHEST POINT IS A WOODEN CROSS.  THE STATION MARK
 DV1977'IS COUNTERSUNK ABOUT 1/2 INCH, IS SET 15 PACES NORTH-NORTHWEST
 DV1977'OF THE WOODEN CROSS AND HIGHEST POINT OF KNOLL.  IT IS
 DV1977'STAMPED, GATEWAY 1949.
 DV1977'
 DV1977'REFERENCE MARK NO. 1 IS COUNTERSUNK ABOUT 1 INCH, IS ABOUT 2
 DV1977'FEET LOWER THAN THE STATION MARK AND IS STAMPED, GATEWAY NO 1
 DV1977'1949.
 DV1977'
 DV1977'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 6 FEET LOWER THAN THE
 DV1977'STATION MARK AND IS STAMPED, GATEWAY NO 2 1949.
 DV1977'
 DV1977'THE AZIMUTH MARK IS SET FLUSH ON A ROCKY RIDGE 25 YARDS NORTH
 DV1977'OF U.S. HIGHWAY 60.  IT IS 5 PACES NORTH-NORTHWEST OF A ROCK
 DV1977'CAIRN, 1 FOOT EAST OF A WHITE WITNESS POST AND IS STAMPED,
 DV1977'GATEWAY 1949.
 DV1977'
 DV1977'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.  GO
 DV1977'EAST ON U.S. HIGHWAY 60, 17.15 MILES TO THE TEXACO SERVICE
 DV1977'STATION AT BRENDCONTINUE 0.75 MILE TO THE AZIMUTH MARK ON
 DV1977'LEFT.  CONTINUE 0.25 MILE THEN TURN LEFT OFF HIGHWAY TO THE
 DV1977'BASE OF KNOLL AND END OF TRUCK TRAVEL.  WALK NORTH UP SLOPE
 DV1977'OF KNOLL TO HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
 DV1977
 DV1977                          STATION RECOVERY (1964)
 DV1977
 DV1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 DV1977'ALL STATION MARKINGS WERE LOCATED AND IN GOOD CONDITION.  THE
 DV1977'AZIMUTH MARK WAS NOT FOUND.  THE LOCATION DESCRIPTION IS ADEQUATE.
 DV1977
 DV1977                          STATION RECOVERY (1965)
 DV1977
 DV1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAW)
 DV1977'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 DV1977'WERE RECOVERED, FOUND TO BE IN GOOD CONDITION, AND AS DESCRIBED
 DV1977'IN 1949.
 DV1977'
 DV1977'THE 1949 ROUTE FOR THE STATION WAS USED IN RECOVERY AND FOUND
 DV1977'TO BE ENTIRELY ADEQUATE.
 DV1977
 DV1977                          STATION RECOVERY (1981)
 DV1977
 DV1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1977'THE STATION AND RMS WERE NOT RECOVERED.
 DV1977'
 DV1977'THE AZIMUTH MARK WAS FOUND AS DESCRIBED.
 DV1977
 DV1977                          STATION RECOVERY (1985)
 DV1977
 DV1977'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1977'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1977'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1977'
 DV1977'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1977'U.S. HIGHWAY 60 FOR 19.8 MILES TO COUNTY ROAD 42E, CONTINUE WEST
 DV1977'ALONG THE HIGHWAY FOR 0.35 MILE TO END OF TRUCK TRAVEL ON TOP OF A
 DV1977'RIDGE WHICH LEADS NORTH TO THE STATION.
 DV1977
 DV1977                          STATION RECOVERY (2004)
 DV1977
 DV1977'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1394 ***********************************************************************
 DV1394  DESIGNATION -  GATEWAY AZ MK
 DV1394  PID         -  DV1394
 DV1394  STATE/COUNTY-  AZ/LA PAZ
 DV1394  USGS QUAD   -  BEAR HILLS (1990)
 DV1394
 DV1394                         *CURRENT SURVEY CONTROL
 DV1394  ___________________________________________________________________
 DV1394* NAD 83(1986)-  33 41 02.     (N)    113 55 56.     (W)     SCALED    
 DV1394* NAVD 88     -       414.416  (meters)    1359.63   (feet)  ADJUSTED  
 DV1394  ___________________________________________________________________
 DV1394  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1394  DYNAMIC HT  -         413.944 (meters)    1358.08  (feet)  COMP
 DV1394  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DV1394
 DV1394  VERT ORDER  -  FIRST     CLASS II
 DV1394
 DV1394.The horizontal coordinates were scaled from a topographic map and have
 DV1394.an estimated accuracy of +/- 6 seconds.
 DV1394
 DV1394.The orthometric height was determined by differential leveling
 DV1394.and adjusted by the National Geodetic Survey in June 1991..
 DV1394
 DV1394.The geoid height was determined by GEOID03.
 DV1394
 DV1394.The dynamic height is computed by dividing the NAVD 88
 DV1394.geopotential number by the normal gravity value computed on the
 DV1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1394.degrees latitude (g = 980.6199 gals.).
 DV1394
 DV1394.The modeled gravity was interpolated from observed gravity values.
 DV1394
 DV1394;                    North         East    Units  Estimated Accuracy
 DV1394;SPC AZ W     -   297,620.      196,460.      MT  (+/- 180 meters Scaled)
 DV1394
 DV1394                          SUPERSEDED SURVEY CONTROL
 DV1394
 DV1394.No superseded survey control is available for this station.
 DV1394
 DV1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC281309(NAD 83)
 DV1394_MARKER: DZ = AZIMUTH MARK DISK
 DV1394_SETTING: 66 = SET IN ROCK OUTCROP
 DV1394_SP_SET: ROCK OUTCROP
 DV1394_STAMPING: GATEWAY 1949
 DV1394_MARK LOGO: CGS   
 DV1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1394+STABILITY: POSITION/ELEVATION WELL
 DV1394
 DV1394  HISTORY     - Date     Condition        Report By
 DV1394  HISTORY     - 1949     MONUMENTED       CGS
 DV1394  HISTORY     - 1981     GOOD             NGS
 DV1394  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1394
 DV1394                          STATION DESCRIPTION
 DV1394
 DV1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1394'33.5 KM (20.8 MI) SW FROM SALOME.
 DV1394'33.5 KM (20.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1394'SALOME ROAD IN SALOME, 1.2 KM (0.75 MI) NORTHEAST OF THE BRENDA
 DV1394'SERVICE STATION, SET IN TOP OF THE HIGHEST POINT OF OUTCROP ON A ROCKY
 DV1394'KNOLL JUST NORTHWEST OF HIGHWAY MILEPOST 36, 22.8 METERS (75.0 FT)
 DV1394'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS (57.7 FT)
 DV1394'SOUTH OF A WHITE ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER P.O.T.
 DV1394'1947+81.73 AHD.
 DV1394'THE MARK IS 0.6 METERS  E FROM  4 X 4 WOODEN WITNESS POS
 DV1394'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 DV1394
 DV1394                          STATION RECOVERY (2004)
 DV1394
 DV1394'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1214 ***********************************************************************
 DA1214  DESIGNATION -  GAUGING STATION
 DA1214  PID         -  DA1214
 DA1214  STATE/COUNTY-  AZ/PIMA
 DA1214  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1214
 DA1214                         *CURRENT SURVEY CONTROL
 DA1214  ___________________________________________________________________
 DA1214* NAD 83(1986)-  32 29 58.     (N)    112 52 49.     (W)     SCALED    
 DA1214* NAVD 88     -       404.727  (meters)    1327.84   (feet)  ADJUSTED  
 DA1214  ___________________________________________________________________
 DA1214  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA1214  DYNAMIC HT  -         404.225 (meters)    1326.19  (feet)  COMP
 DA1214  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 DA1214
 DA1214  VERT ORDER  -  FIRST     CLASS II
 DA1214
 DA1214.The horizontal coordinates were scaled from a topographic map and have
 DA1214.an estimated accuracy of +/- 6 seconds.
 DA1214
 DA1214.The orthometric height was determined by differential leveling
 DA1214.and adjusted by the National Geodetic Survey in June 1991..
 DA1214
 DA1214.The geoid height was determined by GEOID03.
 DA1214
 DA1214.The dynamic height is computed by dividing the NAVD 88
 DA1214.geopotential number by the normal gravity value computed on the
 DA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1214.degrees latitude (g = 980.6199 gals.).
 DA1214
 DA1214.The modeled gravity was interpolated from observed gravity values.
 DA1214
 DA1214;                    North         East    Units  Estimated Accuracy
 DA1214;SPC AZ C     -   166,660.      122,810.      MT  (+/- 180 meters Scaled)
 DA1214
 DA1214                          SUPERSEDED SURVEY CONTROL
 DA1214
 DA1214.No superseded survey control is available for this station.
 DA1214
 DA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233973(NAD 83)
 DA1214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1214_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DA1214+WITH SETTING: PAVEMENT
 DA1214_SP_SET: BRIDGE CURB
 DA1214_STAMPING: GAUGING STATION
 DA1214_MARK LOGO: USGS  
 DA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1214+STABILITY: SURFACE MOTION
 DA1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1214+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1214
 DA1214  HISTORY     - Date     Condition        Report By
 DA1214  HISTORY     - UNK      MONUMENTED       USGS
 DA1214  HISTORY     - 1980     GOOD             NGS
 DA1214  HISTORY     - 20060220 GOOD             USPSQD
 DA1214
 DA1214                          STATION DESCRIPTION
 DA1214
 DA1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1214'15.85 KM (9.85 MI) NE FROM AJO.
 DA1214'15.85 KM (9.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1214'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT STATE HIGHWAY
 DA1214'MILEPOST 33, SET IN TOP OF THE NORTHEAST CONCRETE CURB OF A HIGHWAY
 DA1214'BRIDGE OVER A LARGE WASH, 4.0 METERS (13.0 FT) EAST OF THE CENTERLINE
 DA1214'OF THE HIGHWAY, 83.5 METERS (274 FT) NORTH OF BENCH MARK 1326.61, 1.4
 DA1214'METERS (4.5 FT) SOUTH OF THE NORTH END OF THE CURB.
 DA1214'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1214
 DA1214                          STATION RECOVERY (2006)
 DA1214
 DA1214'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1134 ***********************************************************************
 CY1134  DESIGNATION -  GAZELLE
 CY1134  PID         -  CY1134
 CY1134  STATE/COUNTY-  AZ/COCHISE
 CY1134  USGS QUAD   -  SAN SIMON (1987)
 CY1134
 CY1134                         *CURRENT SURVEY CONTROL
 CY1134  ___________________________________________________________________
 CY1134* NAD 83(1992)-  32 20 45.21280(N)    109 09 20.45061(W)     ADJUSTED  
 CY1134* NAVD 88     -      1513.2    (meters)    4965.     (feet)  VERTCON   
 CY1134  ___________________________________________________________________
 CY1134  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CY1134  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CY1134
 CY1134  HORZ ORDER  -  THIRD
 CY1134
 CY1134.The horizontal coordinates were established by classical geodetic methods
 CY1134.and adjusted by the National Geodetic Survey in August 1993..
 CY1134
 CY1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1134
 CY1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1134
 CY1134.The geoid height was determined by GEOID03.
 CY1134
 CY1134;                    North         East     Units Scale Factor Converg.
 CY1134;SPC AZ E     -   149,668.375   308,523.473   MT  1.00001164   +0 32 27.4
 CY1134;SPC AZ E     -   491,037.98  1,012,216.12   iFT  1.00001164   +0 32 27.4
 CY1134;SPC NM W     -   149,990.237   705,524.216   MT  1.00010768   -0 42 27.3
 CY1134;SPC NM W     -   492,092.97  2,314,707.37   sFT  1.00010768   -0 42 27.3
 CY1134;UTM  12      - 3,580,271.190   673,561.564   MT  0.99997148   +0 59 13.2
 CY1134
 CY1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1134!SPC AZ E     -   0.99976661  x   1.00001164  =   0.99977825
 CY1134!SPC NM W     -   0.99976661  x   1.00010768  =   0.99987426
 CY1134!UTM  12      -   0.99976661  x   0.99997148  =   0.99973810
 CY1134
 CY1134:                Primary Azimuth Mark                     Grid Az
 CY1134:SPC AZ E     -  POSITIVE                                 059 35 07.9
 CY1134:SPC NM W     -  POSITIVE                                 060 50 02.6
 CY1134:UTM  12      -  POSITIVE                                 059 08 22.1
 CY1134
 CY1134|---------------------------------------------------------------------|
 CY1134| PID    Reference Object                     Distance      Geod. Az  |
 CY1134|                                                           dddmmss.s |
 CY1134| CY1130 POSITIVE                            APPROX. 8.9 KM 0600735.3 |
 CY1134|---------------------------------------------------------------------|
 CY1134
 CY1134                          SUPERSEDED SURVEY CONTROL
 CY1134
 CY1134  NAD 83(1986)-  32 20 45.20847(N)    109 09 20.44861(W) AD(       ) 3
 CY1134  NAD 27      -  32 20 44.92319(N)    109 09 18.24733(W) AD(       ) 3
 CY1134  NGVD 29 (07/19/86) 1512.5    (m)         4962.     (f) VERT ANG       
 CY1134
 CY1134.Superseded values are not recommended for survey control.
 CY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1134.See file dsdata.txt to determine how the superseded data were derived.
 CY1134
 CY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7356280271(NAD 83)
 CY1134_MARKER: DD = SURVEY DISK
 CY1134_SETTING: 80 = SET IN A BOULDER
 CY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1134+STABILITY: SURFACE MOTION
 CY1134
 CY1134  HISTORY     - Date     Condition        Report By
 CY1134  HISTORY     - 1948     MONUMENTED       USGS
 CY1134
 CY1134                          STATION DESCRIPTION
 CY1134
 CY1134'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1134'LOCATED ABOUT 6 MI. (AIRLINE) NE. OF SAN SIMON, ON SE. ONE AND HIGHEST
 CY1134'POINT OF AN ISOLATED GROUP OF HILLS.
 CY1134'
 CY1134'TO REACH FROM SAN SIMON POST OFFICE, DRIVE E. ON MAIN HIGHWAY FOR 1.5
 CY1134'MI., TURN N. OFF HIGHWAY ONTO GRAVEL RD., DRIVE 0.3 MI. TO RAILROAD
 CY1134'UNDERPASS, CONTINUE ON MAIN TRAVELED RD. (CURVING E.) FOR 0.6 MI. TO
 CY1134'A CATTLEGUARD AND T-RD. N., TURN N. AND DRIVE 2.5 MI. TO WHERE MAIN
 CY1134'TRAVELED RD. CURVES E. AND A DIM TRACK RD. GOES STRAIGHT AHEAD, TURN
 CY1134'E. ON MAIN RD. AND CONTINUE FOR 4.8 MI. (RD. MEANDERS TOWARD AN
 CY1134'ISOLATED GROUP OF HILLS) TO A CONCRETE DAM IN WASH TO LEFT OF RD.
 CY1134'AND END OF TRUCK TRAVEL, LEAVE TRUCK AND PACK TO HILL IMMEDIATELY
 CY1134'TO W. ONTO TOP AND STATION.  ABOUT A 30 MINUTE PACK.
 CY1134'
 CY1134'STATION MARK--STANDARD TABLET, STAMPED ---GAZELLE 1948---, AND
 CY1134'CEMENTED IN BOULDER.
 CY1134'
 CY1134'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1134'---GAZELLE NO. 1 1948---, CEMENTED IN BOULDER 42.87 FT. FROM STATION
 CY1134'MARK, S 10 DEG 06 MIN W.
 CY1134'
 CY1134'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1134'---GAZELLE NO. 2 1948---, CEMENTED IN BOULDER 26.21 FT. FROM STATION
 CY1134'MARK, N 86 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6925 ***********************************************************************
 AC6925  DESIGNATION -  GCN AP STA C
 AC6925  PID         -  AC6925
 AC6925  STATE/COUNTY-  AZ/COCONINO
 AC6925  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6925
 AC6925                         *CURRENT SURVEY CONTROL
 AC6925  ___________________________________________________________________
 AC6925* NAD 83(1992)-  35 57 34.33257(N)    112 08 47.12765(W)     ADJUSTED  
 AC6925* NAVD 88     -      2031.5    (meters)    6665.     (feet)  GPS OBS   
 AC6925  ___________________________________________________________________
 AC6925  X           -  -1,949,058.988 (meters)                     COMP
 AC6925  Y           -  -4,788,818.500 (meters)                     COMP
 AC6925  Z           -   3,725,738.024 (meters)                     COMP
 AC6925  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AC6925  ELLIP HEIGHT-        2008.73  (meters)          (08/22/01) GPS OBS
 AC6925  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AC6925
 AC6925  HORZ ORDER  -  THIRD
 AC6925  ELLP ORDER  -  FOURTH    CLASS I
 AC6925
 AC6925.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6925
 AC6925.The horizontal coordinates were established by GPS observations
 AC6925.and adjusted by the National Geodetic Survey in September 1997..
 AC6925
 AC6925.The orthometric height was determined by GPS observations and a
 AC6925.high-resolution geoid model.
 AC6925
 AC6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6925
 AC6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6925
 AC6925.The ellipsoidal height was determined by GPS observations
 AC6925.and is referenced to NAD 83.
 AC6925
 AC6925.The geoid height was determined by GEOID03.
 AC6925
 AC6925;                    North         East     Units Scale Factor Converg.
 AC6925;SPC AZ C     -   550,048.001   192,635.678   MT  0.99990529   -0 08 05.7
 AC6925;SPC AZ C     - 1,804,619.43    632,006.82   iFT  0.99990529   -0 08 05.7
 AC6925;UTM  12      - 3,980,067.886   396,620.582   MT  0.99973169   -0 40 23.7
 AC6925
 AC6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6925!SPC AZ C     -   0.99968483  x   0.99990529  =   0.99959015
 AC6925!UTM  12      -   0.99968483  x   0.99973169  =   0.99941660
 AC6925
 AC6925                          SUPERSEDED SURVEY CONTROL
 AC6925
 AC6925  ELLIP H (09/25/97) 2008.78   (m)                       GP(       ) 4 1
 AC6925
 AC6925.Superseded values are not recommended for survey control.
 AC6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6925.See file dsdata.txt to determine how the superseded data were derived.
 AC6925
 AC6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9662180068(NAD 83)
 AC6925_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6925_STAMPING: AP STA. C. 1968
 AC6925_MARK LOGO: CGS   
 AC6925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6925+STABILITY: SURFACE MOTION
 AC6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6925+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6925
 AC6925  HISTORY     - Date     Condition        Report By
 AC6925  HISTORY     - 1968     MONUMENTED       CGS
 AC6925  HISTORY     - 19890615 GOOD             NGS
 AC6925  HISTORY     - 19960525 GOOD             CHANCE
 AC6925  HISTORY     - 19970502 GOOD             NGS
 AC6925
 AC6925                          STATION DESCRIPTION
 AC6925
 AC6925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6925'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE GRAND
 AC6925'CANYON NATIONAL PARK AIRPORT PROPERTY NEAR THE VOR SITE.  IT IS ABOUT
 AC6925'1500 FT (457.2 M) NORTHWEST OF THE RUNWAY EDGE, 314.5 FT (95.9 M)
 AC6925'SOUTH OF THE CENTER OF THE VOR, 272.2 FT (83.0 M) SOUTH OF THE
 AC6925'SOUTHWEST CORNER OF THE VOR ENCLOSURE FENCE.  A STANDARD TOPOGRAPHIC
 AC6925'DISK STAMPED AP 1968 STA C AND SET IN THE TOP OF A 12 INCH CONCRETE
 AC6925'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 AC6925
 AC6925                          STATION RECOVERY (1996)
 AC6925
 AC6925'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC6925'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A COMPLETE
 AC6925'DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95
 AC6925'MI) SOUTH-SOUTHWEST OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM
 AC6925'(2.00 MI) SOUTHWEST OF THE TOWN OF TUSAYAN AT THE GRAND CANYON
 AC6925'NATIONAL PARK AIRPORT. OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY -
 AC6925'OPERATIONS SUPERVISOR, PHONE (602) 638-2446  TO REACH THE STATION FROM
 AC6925'THE INTERSECTION OF US HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND
 AC6925'CANYON NATIONAL PARK, PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY
 AC6925'64) FOR 4.0 KM (2.50 MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE
 AC6925'RIGHT AT MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20
 AC6925'MI) TO THE ENTRANCE GATE 7 AND A ROAD ON THE RIGHT LEADING TO THE
 AC6925'CONTROL TOWER.  PROCEED THROUGH THE GATE AND CONTINUE WEST AND
 AC6925'SOUTHWEST ON PAVED ROAD FOR 1.3 KM (0.80 MI) TO A ROAD ON THE RIGHT
 AC6925'AND A LOCKED GATE.  TURN RIGHT AND PROCEED NORTHWEST THROUGH THE GATE
 AC6925'AND CONTINUE FOR 0.16 KM (0.10 MI) TO THE VOR COMPOUND AND THE STATION
 AC6925'ON THE LEFT  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET INTO THE
 AC6925'TOP OF A 0.3 M (1.0 FT) CONCRETE MONUMENT PROJECTING 5 CM ABOVE THE
 AC6925'GROUND.  THE STATION IS LOCATED 150 M (492.1 FT) SOUTHEAST OF THE
 AC6925'CENTER OF THE VOR COMPOUND, 50.6 M (166.0 FT) SOUTHEAST OF A METAL
 AC6925'POLE, AND 49.7 M (163.1 FT) OF THE SOUTHWEST CORNER OF A FENCE
 AC6925
 AC6925                          STATION RECOVERY (1997)
 AC6925
 AC6925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6925'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6925'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT, NEAR THE VOR.
 AC6925'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS
 AC6925'JOE ROUSSEL, GRAND CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND
 AC6925'CANYON, AZ 86023.  THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE
 AC6925'STATION FROM THE SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK
 AC6925'AND STATE HIGHWAY 64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE
 AC6925'TOWN OF TUSAYAN) FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE
 AC6925'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI)
 AC6925'TO THE AIR TRAFFIC CONTROL TOWER ACCESS ROAD AT GATE 7 (LOCKED) ON THE
 AC6925'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 1.3 KM (0.80 MI) ON THE ACCESS
 AC6925'ROAD TO A DIRT ROAD LEADING TO THE VOR ON THE RIGHT.  TURN RIGHT AND
 AC6925'GO NORTH FOR 0.2 KM (0.10 MI) ON THE VOR ACCESS ROAD (PASSING THROUGH
 AC6925'A LOCKED GATE) TO THE STATION LEFT JUST BEFORE REACHING THE VOR.  THE
 AC6925'STATION IS LOCATED 95.9 M (314.6 FT) SOUTH OF THE CENTER OF THE VOR,
 AC6925'83.0 M (272.3 FT) SOUTH OF THE SOUTHWEST CORNER OF THE VOR ENCLOSURE
 AC6925'FENCE, AND THE MONUMENT IS PROJECTING 0.3-CENTIMETERS ABOVE THE GROUND
 AC6925'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6807 ***********************************************************************
 AC6807  SACS        -  This is a Secondary Airport Control Station.
 AC6807  DESIGNATION -  GCN D
 AC6807  PID         -  AC6807
 AC6807  STATE/COUNTY-  AZ/COCONINO
 AC6807  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6807
 AC6807                         *CURRENT SURVEY CONTROL
 AC6807  ___________________________________________________________________
 AC6807* NAD 83(1992)-  35 56 33.96464(N)    112 09 20.57090(W)     ADJUSTED  
 AC6807* NAVD 88     -      1990.37   (meters)    6530.1    (feet)  GPS OBS   
 AC6807  ___________________________________________________________________
 AC6807  X           -  -1,950,234.934 (meters)                     COMP
 AC6807  Y           -  -4,789,483.594 (meters)                     COMP
 AC6807  Z           -   3,724,207.165 (meters)                     COMP
 AC6807  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AC6807  ELLIP HEIGHT-        1967.57  (meters)          (01/12/01) GPS OBS
 AC6807  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AC6807
 AC6807  HORZ ORDER  -  FIRST
 AC6807  ELLP ORDER  -  FOURTH    CLASS I
 AC6807
 AC6807.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6807
 AC6807.The horizontal coordinates were established by GPS observations
 AC6807.and adjusted by the National Geodetic Survey in March 1997..
 AC6807
 AC6807.The orthometric height was determined by GPS observations and a
 AC6807.high-resolution geoid model.
 AC6807
 AC6807.GPS derived orthometric heights for airport stations designated as
 AC6807.PACS or SACS are published to 2 decimal places.  This maintains
 AC6807.centimeter relative accuracy between the PACS and SACS.  It does
 AC6807.not indicate centimeter accuracy relative to other marks which are
 AC6807.part of the NAVD 88 network.
 AC6807
 AC6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6807
 AC6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6807
 AC6807.The ellipsoidal height was determined by GPS observations
 AC6807.and is referenced to NAD 83.
 AC6807
 AC6807.The geoid height was determined by GEOID03.
 AC6807
 AC6807;                    North         East     Units Scale Factor Converg.
 AC6807;SPC AZ C     -   548,189.553   191,793.173   MT  0.99990573   -0 08 25.1
 AC6807;SPC AZ C     - 1,798,522.16    629,242.69   iFT  0.99990573   -0 08 25.1
 AC6807;UTM  12      - 3,978,217.754   395,760.805   MT  0.99973389   -0 40 42.4
 AC6807
 AC6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6807!SPC AZ C     -   0.99969128  x   0.99990573  =   0.99959704
 AC6807!UTM  12      -   0.99969128  x   0.99973389  =   0.99942526
 AC6807
 AC6807                          SUPERSEDED SURVEY CONTROL
 AC6807
 AC6807  ELLIP H (03/14/97) 1967.63   (m)                       GP(       ) 3 1
 AC6807
 AC6807.Superseded values are not recommended for survey control.
 AC6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6807.See file dsdata.txt to determine how the superseded data were derived.
 AC6807
 AC6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9576178218(NAD 83)
 AC6807_MARKER: DD = SURVEY DISK
 AC6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6807_STAMPING: GCN D 1976
 AC6807_MARK LOGO: NOS   
 AC6807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6807+STABILITY: SURFACE MOTION
 AC6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6807+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6807
 AC6807  HISTORY     - Date     Condition        Report By
 AC6807  HISTORY     - 1976     MONUMENTED       NOS
 AC6807  HISTORY     - 19890615 GOOD             NGS
 AC6807  HISTORY     - 19951211 GOOD             CHANCE
 AC6807  HISTORY     - 19970502 GOOD             NGS
 AC6807
 AC6807                          STATION DESCRIPTION
 AC6807
 AC6807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6807'THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT, 348.6 FT
 AC6807'(106.3 M) EAST OF THE CENTERLINE END OF RUNWAY 3.  IT IS 109.5 FT
 AC6807'(33.4 M) ESE OF THE NORTH END OF THE THRESHOLD BAR, 87.9 FT (26.8 M)
 AC6807'SOUTH OF A WINDSOCK, 71.5 FT (21.8 M) ESE OF THE CENTER ONE-OF-THREE
 AC6807'ALUMINUM CULVERT PIPES, 34 FT (10.4 M) NORTH OF THE NORTH EDGE OF THE
 AC6807'TAXIWAY, AND 24.2 FT (7.4 M) NORTH OF THE THIRD TAXIWAY LIGHT EAST OF
 AC6807'THE THRESHOLD BAR.  A STANDARD NOS DISK STAMPED GCN D 1976 SET IN THE
 AC6807'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6807
 AC6807                          STATION RECOVERY (1995)
 AC6807
 AC6807'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6807'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6807'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6807'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6807'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6807'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6807'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON NATIONAL PARK,
 AC6807'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6807'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6807'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY ALONG AIRPORT ROAD FOR 0.8
 AC6807'KM (0.50 MI) TO THE TERMINAL BUILDING.  CONTINUE FOR 0.4 KM (0.25 MI)
 AC6807'TO THE AIRPORT OPERATIONS BUILDING AND A FURTHER 0.15 KM (0.10 MI) TO
 AC6807'THE AIRPORT FENCE.  TURN LEFT AND PROCEED SOUTHWEST FOR 0.7 KM (0.45
 AC6807'MI) ALONG ROAD PARALLELING FENCE TO GATE 11 (SOUTHERN RAMP) .  PASS
 AC6807'THROUGH GATE 11 AND PROCEED WEST FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6807'WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST ALONG THE
 AC6807'TAXIWAY FOR 1.6 KM (1.00 MI) TO END OF THE PARALLEL TAXIWAY AT THE
 AC6807'JUNCTION WITH TAXIWAY G AND THE STATION ON THE RIGHT THE STATION IS A
 AC6807'STANDARD NOS SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 AC6807'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 21.80 M (71.52 FT)
 AC6807'SOUTHEAST OF THE END OF THE MIDDLE OF THREE CULVERTS, 22.50 M (73.82
 AC6807'FT) EAST OF THE CONCRETE BASE OF A SIGN, 26.80 M (87.93 FT) SOUTHWEST
 AC6807'OF A WINDSOCK, 71.50 M (234.58 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC6807'RUNWAY 3-21, 10.30 M (33.79 FT) NORTH-NORTHWEST THE NORTHWEST EDGE OF
 AC6807'THE TAXIWAY, AND 0.9 M (3.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST
 AC6807'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6807'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6807
 AC6807                          STATION RECOVERY (1997)
 AC6807
 AC6807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6807'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6807'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6807'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6807'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6807'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6807'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6807'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6807'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6807'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH 0.6 KM (0.35 MI) TO GATE 8
 AC6807'ON THE RIGHT JUST NORTH OF THE GRAND CANYON AIRLINES TERMINAL
 AC6807'BUILDING.  TURN RIGHT AND GO WEST (PASSING THROUGH THE LOCKED GATE)
 AC6807'FOR 0.2 KM (0.10 MI) ACROSS THE GENERAL AVIATION PARKING AREA TO
 AC6807'PARALLEL TAXIWAY P.  TURN LEFT AND GO SOUTHWEST ALONG THE TAXIWAY FOR
 AC6807'2.7 KM (1.65 MI) TO THE STATION ON THE RIGHT IN THE GRASS STRIP
 AC6807'BETWEEN THE RUNWAY AND PARALELL TAXIWAY JUST BEFORE REACHING
 AC6807'CONNECTING TAXIWAY G (AT RUNWAY END 3) .  THE STATION IS LOCATED 26.7
 AC6807'M (87.6 FT) SOUTH OF A WIND SOCK, 22.7 M (74.5 FT) NORTHWEST OF THE
 AC6807'EXTENDED CENTER OF TAXIWAY P, 21.8 M (71.5 FT) EAST-NORTHEAST OF THE
 AC6807'NORTH END OF THE TOP CENTER OF THE CENTER 1 OF 3 CULVERT PIPES UNDER
 AC6807'TAXIWAY G, AND 0.9 M (3.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AC6807'NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6806 ***********************************************************************
 AC6806  PACS        -  This is a Primary Airport Control Station.
 AC6806  DESIGNATION -  GCN E
 AC6806  PID         -  AC6806
 AC6806  STATE/COUNTY-  AZ/COCONINO
 AC6806  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6806
 AC6806                         *CURRENT SURVEY CONTROL
 AC6806  ___________________________________________________________________
 AC6806* NAD 83(1992)-  35 57 51.18984(N)    112 08 01.12119(W)     ADJUSTED  
 AC6806* NAVD 88     -      2017.62   (meters)    6619.5    (feet)  GPS OBS   
 AC6806  ___________________________________________________________________
 AC6806  X           -  -1,947,871.582 (meters)                     COMP
 AC6806  Y           -  -4,788,959.968 (meters)                     COMP
 AC6806  Z           -   3,726,150.538 (meters)                     COMP
 AC6806  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AC6806  ELLIP HEIGHT-        1994.83  (meters)          (01/12/01) GPS OBS
 AC6806  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AC6806
 AC6806  HORZ ORDER  -  B
 AC6806  ELLP ORDER  -  FOURTH    CLASS I
 AC6806
 AC6806.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6806
 AC6806.The horizontal coordinates were established by GPS observations
 AC6806.and adjusted by the National Geodetic Survey in March 1997..
 AC6806
 AC6806.The orthometric height was determined by GPS observations and a
 AC6806.high-resolution geoid model.
 AC6806
 AC6806.GPS derived orthometric heights for airport stations designated as
 AC6806.PACS or SACS are published to 2 decimal places.  This maintains
 AC6806.centimeter relative accuracy between the PACS and SACS.  It does
 AC6806.not indicate centimeter accuracy relative to other marks which are
 AC6806.part of the NAVD 88 network.
 AC6806
 AC6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6806
 AC6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6806
 AC6806.The ellipsoidal height was determined by GPS observations
 AC6806.and is referenced to NAD 83.
 AC6806
 AC6806.The geoid height was determined by GEOID03.
 AC6806
 AC6806;                    North         East     Units Scale Factor Converg.
 AC6806;SPC AZ C     -   550,564.882   193,789.563   MT  0.99990472   -0 07 38.7
 AC6806;SPC AZ C     - 1,806,315.23    635,792.53   iFT  0.99990472   -0 07 38.7
 AC6806;UTM  12      - 3,980,573.813   397,779.070   MT  0.99972875   -0 39 57.0
 AC6806
 AC6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6806!SPC AZ C     -   0.99968701  x   0.99990472  =   0.99959176
 AC6806!UTM  12      -   0.99968701  x   0.99972875  =   0.99941584
 AC6806
 AC6806|---------------------------------------------------------------------|
 AC6806| PID    Reference Object                     Distance      Geod. Az  |
 AC6806|                                                           dddmmss.s |
 AC6806| AE3162 GCN E1                               23.328 METERS 06214     |
 AC6806|---------------------------------------------------------------------|
 AC6806
 AC6806                          SUPERSEDED SURVEY CONTROL
 AC6806
 AC6806  ELLIP H (03/14/97) 1994.89   (m)                       GP(       ) 3 1
 AC6806
 AC6806.Superseded values are not recommended for survey control.
 AC6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6806.See file dsdata.txt to determine how the superseded data were derived.
 AC6806
 AC6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9777980574(NAD 83)
 AC6806_MARKER: I = METAL ROD
 AC6806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6806_STAMPING: GCN E 1996
 AC6806_MARK LOGO: NGS   
 AC6806_PROJECTION: FLUSH
 AC6806_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6806+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AC6806_ROD/PIPE-DEPTH: 2.80 meters
 AC6806
 AC6806  HISTORY     - Date     Condition        Report By
 AC6806  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6806  HISTORY     - 19970502 GOOD             NGS
 AC6806  HISTORY     - 20000715 GOOD             AZDT
 AC6806
 AC6806                          STATION DESCRIPTION
 AC6806
 AC6806'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6806'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6806'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6806'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6806'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6806'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6806'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON NATIONAL PARK,
 AC6806'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6806'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6806'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO
 AC6806'ENTRANCE GATE 7 AND A ROAD ON THE RIGHT LEADING TO THE CONTROL TOWER.
 AC6806'PROCEED THROUGH GATE TO STATION ON THE LEFT THE STATION IS THE TOP
 AC6806'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 2.80 M
 AC6806'(9.19 FT) RECESSED 7 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE
 AC6806'FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC
 AC6806'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6806'CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 21.80 M
 AC6806'(71.52 FT) SOUTHWEST OF THE CORNER FENCEPOST, 8.95 M (29.36 FT)
 AC6806'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE
 AC6806'ELECTRIC GATE POWER BOX, 6.40 M (21.00 FT) NORTHWEST OF THE
 AC6806'SOUTHWEST-NORTHEAST FENCELINE, 11.25 M (36.91 FT) SOUTH-SOUTHWEST OF
 AC6806'THE CENTERLINE OF THE ROAD LEADING TO THE CONTROL TOWER AT A SEWER
 AC6806'MANHOLE, 31.0 M (101.7 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD TO
 AC6806'THE TERMINAL, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A CARSONITE
 AC6806'WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AC6806'STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6806
 AC6806                          STATION RECOVERY (1997)
 AC6806
 AC6806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6806'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6806'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6806'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6806'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6806'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6806'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6806'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6806'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6806'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO THE AIR
 AC6806'TRAFFIC CONTROL TOWER ACCESS ROAD AT GATE 7 (LOCKED) ON THE RIGHT.
 AC6806'TURN RIGHT AND GO WEST FOR 50-METERS ON THE ACCESS ROAD TO THE STATION
 AC6806'LEFT JUST AFTER PASSING THROUGH THE GATE. THE STATION IS LOCATED 31.0
 AC6806'M (101.7 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD LANES
 AC6806'LEADING TO THE TERMINAL, 11.3 M (37.1 FT) SOUTHWEST OF THE CENTER OF
 AC6806'THE AIR TRAFFIC CONTROL TOWER ENTRANCE ROAD AT A MANHOLE, 9.0 M (29.5
 AC6806'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR
 AC6806'THE ELECTRIC GATE POWER BOX, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A
 AC6806'FIBERGLASS WITNESS POST.  NOTE--THIS STATION DESIGNATED AS A PACS.
 AC6806
 AC6806                          STATION RECOVERY (2000)
 AC6806
 AC6806'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 AC6806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3162 ***********************************************************************
 AE3162  DESIGNATION -  GCN E1
 AE3162  PID         -  AE3162
 AE3162  STATE/COUNTY-  AZ/COCONINO
 AE3162  USGS QUAD   -  TUSAYAN WEST (1979)
 AE3162
 AE3162                         *CURRENT SURVEY CONTROL
 AE3162  ___________________________________________________________________
 AE3162* NAD 83(1992)-  35 57 51.54251(N)    112 08 00.29744(W)     ADJUSTED  
 AE3162* NAVD 88     -      2018.7    (meters)    6623.     (feet)  GPS OBS   
 AE3162  ___________________________________________________________________
 AE3162  X           -  -1,947,850.377 (meters)                     COMP
 AE3162  Y           -  -4,788,962.634 (meters)                     COMP
 AE3162  Z           -   3,726,159.967 (meters)                     COMP
 AE3162  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AE3162  ELLIP HEIGHT-        1995.90  (meters)          (08/22/01) GPS OBS
 AE3162  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AE3162
 AE3162  HORZ ORDER  -  THIRD
 AE3162  ELLP ORDER  -  FOURTH    CLASS I
 AE3162
 AE3162.The horizontal coordinates were established by GPS observations
 AE3162.and adjusted by the National Geodetic Survey in September 1997..
 AE3162
 AE3162.The orthometric height was determined by GPS observations and a
 AE3162.high-resolution geoid model.
 AE3162
 AE3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3162
 AE3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3162
 AE3162.The ellipsoidal height was determined by GPS observations
 AE3162.and is referenced to NAD 83.
 AE3162
 AE3162.The geoid height was determined by GEOID03.
 AE3162
 AE3162;                    North         East     Units Scale Factor Converg.
 AE3162;SPC AZ C     -   550,575.705   193,810.225   MT  0.99990471   -0 07 38.3
 AE3162;SPC AZ C     - 1,806,350.74    635,860.32   iFT  0.99990471   -0 07 38.3
 AE3162;UTM  12      - 3,980,584.440   397,799.830   MT  0.99972870   -0 39 56.5
 AE3162
 AE3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3162!SPC AZ C     -   0.99968684  x   0.99990471  =   0.99959158
 AE3162!UTM  12      -   0.99968684  x   0.99972870  =   0.99941563
 AE3162
 AE3162|---------------------------------------------------------------------|
 AE3162| PID    Reference Object                     Distance      Geod. Az  |
 AE3162|                                                           dddmmss.s |
 AE3162| AC6806 GCN E                                23.328 METERS 24214     |
 AE3162|---------------------------------------------------------------------|
 AE3162
 AE3162                          SUPERSEDED SURVEY CONTROL
 AE3162
 AE3162  ELLIP H (09/25/97) 1995.96   (m)                       GP(       ) 4 1
 AE3162
 AE3162.Superseded values are not recommended for survey control.
 AE3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3162.See file dsdata.txt to determine how the superseded data were derived.
 AE3162
 AE3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9780080584(NAD 83)
 AE3162_MARKER: DD = SURVEY DISK
 AE3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3162_STAMPING: GCN E1 1995
 AE3162_MARK LOGO: NOS   
 AE3162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3162+STABILITY: SURFACE MOTION
 AE3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3162+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AE3162
 AE3162  HISTORY     - Date     Condition        Report By
 AE3162  HISTORY     - 1995     MONUMENTED       NOS
 AE3162  HISTORY     - 19970502 GOOD             NGS
 AE3162
 AE3162                          STATION DESCRIPTION
 AE3162
 AE3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3162'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AE3162'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AE3162'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AE3162'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AE3162'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AE3162'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AE3162'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AE3162'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AE3162'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO THE THE
 AE3162'STATION ON THE RIGHT JUST BEFORE REACHING THE AIR TRAFFIC CONTROL
 AE3162'TOWER ACCESS ROAD AT GATE 7 ON THE RIGHT.  THE STATION IS LOCATED 17.6
 AE3162'M (57.7 FT) NORTHWEST OF THE CENTER OF THE LANES OF THE AIRPORT
 AE3162'ENTRANCE ROAD LEADING TO THE TERMINAL, 11.8 M (38.7 FT) SOUTHWEST OF
 AE3162'THE SOUTHWEST CORNER OF AN ELECTRIC TRANSFORMER BOX, 9.8 M (32.2 FT)
 AE3162'NORTHEAST OF THE CENTER OF THE AIR TRAFFIC CONTROL TOWER ENTRANCE
 AE3162'ROAD, AND 3.7 M (12.1 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--THE
 AE3162'STATION WAS ORIGINALY STAMPED GCN E 1995, THE STATION WAS RESTAMPED
 AE3162'GCN E1 1995 IN ORDER TO DIFFERENTIATE THIS STATION FROM THE PACS (GCN
 AE3162'E 1996) LOCATED AT THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5950 ***********************************************************************
 DG5950  DESIGNATION -  GCNRA
 DG5950  PID         -  DG5950
 DG5950  STATE/COUNTY-  AZ/COCONINO
 DG5950  USGS QUAD   -  PAGE (1985)
 DG5950
 DG5950                         *CURRENT SURVEY CONTROL
 DG5950  ___________________________________________________________________
 DG5950* NAD 83(1992)-  36 55 32.56647(N)    111 28 41.51588(W)     ADJUSTED  
 DG5950* NAVD 88     -      1187.2    (meters)    3895.     (feet)  GPS OBS   
 DG5950  ___________________________________________________________________
 DG5950  X           -  -1,869,503.750 (meters)                     COMP
 DG5950  Y           -  -4,751,312.688 (meters)                     COMP
 DG5950  Z           -   3,811,504.998 (meters)                     COMP
 DG5950  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DG5950  ELLIP HEIGHT-        1163.70  (meters)          (06/28/04) GPS OBS
 DG5950  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 DG5950
 DG5950  HORZ ORDER  -  A
 DG5950  ELLP ORDER  -  THIRD     CLASS II
 DG5950
 DG5950.The horizontal coordinates were established by GPS observations
 DG5950.and adjusted by the National Geodetic Survey in June 2004..
 DG5950
 DG5950.The orthometric height was determined by GPS observations and a
 DG5950.high-resolution geoid model.
 DG5950
 DG5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5950
 DG5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5950
 DG5950.The ellipsoidal height was determined by GPS observations
 DG5950.and is referenced to NAD 83.
 DG5950
 DG5950.The geoid height was determined by GEOID03.
 DG5950
 DG5950;                    North         East     Units Scale Factor Converg.
 DG5950;SPC AZ C     -   657,316.566   252,422.889   MT  0.99991879   +0 15 48.3
 DG5950;SPC AZ C     - 2,156,550.41    828,159.08   iFT  0.99991879   +0 15 48.3
 DG5950;UTM  12      - 4,086,738.291   457,410.251   MT  0.99962235   -0 17 14.3
 DG5950
 DG5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5950!SPC AZ C     -   0.99981741  x   0.99991879  =   0.99973621
 DG5950!UTM  12      -   0.99981741  x   0.99962235  =   0.99943983
 DG5950
 DG5950                          SUPERSEDED SURVEY CONTROL
 DG5950
 DG5950.No superseded survey control is available for this station.
 DG5950
 DG5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5741086738(NAD 83)
 DG5950_MARKER: Z = SEE DESCRIPTION
 DG5950_SETTING: 66 = SET IN ROCK OUTCROP
 DG5950_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5950+STABILITY: POSITION/ELEVATION WELL
 DG5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5950+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5950
 DG5950  HISTORY     - Date     Condition        Report By
 DG5950  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5950
 DG5950                          STATION DESCRIPTION
 DG5950
 DG5950'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5950'TAKE AZ RT 89 TO PAGE TURN WEST ONTO SCENIC VIEW DRIVE BETWEEN THE
 DG5950'GOLF COURSE CLUBHOUSE  AND THE GLEN CANYON NATIONAL RECREATION AREA
 DG5950'HEADQUARTERS. TURN WEST ON PAVED ROAD AFTER APP 0.5 MILES FOLLOW PAVED
 DG5950'ROAD TO END AT PARKING LOT VIEWPOINT  PACK OFF ROAD IN THE DIRECTION
 DG5950'OF GLEN CANYON DAM.  THERE ARE 2 STEEL SIGN POSTS AND A POWER LINE.
 DG5950'PACK IN BETWEEN 2 SIGNS  AND UNDER POWER LINE TO STATION BELOW AND
 DG5950'CLOSER TO THE DAM THAN ARE  THE SIGN POSTS.
 DG5950' 
 DG5950'THE STATION IS A 5/8 INCH DIMPLED PIN CONCRETED INTO SANDSTONE ON
 DG5950'BEDROCK PROMONTORY OVERLOOKING GLEN CANYON DAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2219 ***********************************************************************
 DU2219  DESIGNATION -  GELLER
 DU2219  PID         -  DU2219
 DU2219  STATE/COUNTY-  AZ/MARICOPA
 DU2219  USGS QUAD   -  CURRYS CORNER (1982)
 DU2219
 DU2219                         *CURRENT SURVEY CONTROL
 DU2219  ___________________________________________________________________
 DU2219* NAD 83(1992)-  33 38 19.10363(N)    111 58 40.38300(W)     ADJUSTED  
 DU2219* NAVD 88     -       450.1    (meters)    1477.     (feet)  VERTCON   
 DU2219  ___________________________________________________________________
 DU2219  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DU2219  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU2219
 DU2219  HORZ ORDER  -  FIRST
 DU2219
 DU2219.The horizontal coordinates were established by classical geodetic methods
 DU2219.and adjusted by the National Geodetic Survey in August 1993..
 DU2219
 DU2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2219
 DU2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2219
 DU2219.The geoid height was determined by GEOID03.
 DU2219
 DU2219;                    North         East     Units Scale Factor Converg.
 DU2219;SPC AZ C     -   292,577.791   207,681.166   MT  0.99990040   -0 02 02.1
 DU2219;SPC AZ C     -   959,900.89    681,368.65   iFT  0.99990040   -0 02 02.1
 DU2219;UTM  12      - 3,722,518.991   409,312.209   MT  0.99970139   -0 32 30.3
 DU2219
 DU2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2219!SPC AZ C     -   0.99993396  x   0.99990040  =   0.99983437
 DU2219!UTM  12      -   0.99993396  x   0.99970139  =   0.99963537
 DU2219
 DU2219|---------------------------------------------------------------------|
 DU2219| PID    Reference Object                     Distance      Geod. Az  |
 DU2219|                                                           dddmmss.s |
 DU2219| CR9781 GELLER RM 4                          11.845 METERS 00046     |
 DU2219| CH5203 GELLER RM 1                          24.585 METERS 00050     |
 DU2219| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX. 6.3 KM 1194919.2 |
 DU2219| CH5205 GELLER RM 3                                        1750947.0 |
 DU2219| CH5202 GELLER AZ MK                                       1750954.3 |
 DU2219| CH5204 GELLER RM 2                          24.272 METERS 18023     |
 DU2219| CR9782 GELLER RM 5                          10.438 METERS 28711     |
 DU2219|---------------------------------------------------------------------|
 DU2219
 DU2219                          SUPERSEDED SURVEY CONTROL
 DU2219
 DU2219  NAD 83(1986)-  33 38 19.09913(N)    111 58 40.38888(W) AD(       ) 1
 DU2219  NAD 27      -  33 38 18.95560(N)    111 58 37.86530(W) AD(       ) 1
 DU2219  NGVD 29 (07/19/86)  449.6    (m)         1475.     (f) VERT ANG       
 DU2219
 DU2219.Superseded values are not recommended for survey control.
 DU2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2219.See file dsdata.txt to determine how the superseded data were derived.
 DU2219
 DU2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0931222519(NAD 83)
 DU2219_MARKER: DS = TRIANGULATION STATION DISK
 DU2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2219+STABILITY: SURFACE MOTION
 DU2219
 DU2219  HISTORY     - Date     Condition        Report By
 DU2219  HISTORY     - 1963     MONUMENTED       CGS
 DU2219  HISTORY     - 1974     GOOD             NGS
 DU2219  HISTORY     - 1976     GOOD             NGS
 DU2219  HISTORY     - 1983     GOOD             AZDT
 DU2219  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 DU2219  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 DU2219
 DU2219                          STATION DESCRIPTION
 DU2219
 DU2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2219'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF THE CENTER
 DU2219'OF PHOENIX AND ABOUT 0.1 MILE SOUTH OF BELL ROAD ON THE WEST
 DU2219'RIGHT-OF-WAY OF TATUM ROAD.
 DU2219'
 DU2219'TO REACH THE STATION FROM THE JUNCTION OF THE BLACK CANYON
 DU2219'HIGHWAY AND BELL ROAD GO EAST ON BELL ROAD FOR 8 MILES TO TATUM
 DU2219'ROAD, TURN RIGHT, GO SOUTH ON TATUM ROAD FOR 0.1 MILE TO THE
 DU2219'STATION ON RIGHT.
 DU2219'
 DU2219'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 DU2219'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GELLER 1963.
 DU2219'THE MARK IS 31 FEET WEST OF CENTER OF TATUM ROAD, 10.7 FEET
 DU2219'SOUTH OF A FENCE CORNER AND 9.5 FEET SOUTH OF WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU2219'ROUND CONCRETE POST WHICH IS FLUSH AND STAMPED GELLER NO 1 1963.
 DU2219'THE MARK IS 71.1 FEET NORTH OF WITNESS POST, 70 FEET NORTH OF A
 DU2219'FENCE CORNER AND 31 FEET WEST OF CENTER OF TATUM ROAD.
 DU2219'
 DU2219'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU2219'CONCRETE POST WHICH IS FLUSH AND STAMPED GELLER NO 2 1963.  THE
 DU2219'MARK IS 90 FEET SOUTH OF FENCE CORNER, 88.8 FEET SOUTH OF WITNESS
 DU2219'POST AND 31 FEET WEST OF CENTER OF TATUM ROAD.
 DU2219'
 DU2219'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DU2219'POST WHICH PROJECTS 1 INCH AND STAMPED GELLER 1963.  THE MARK IS
 DU2219'30 FEET EAST OF CENTER OF TATUM ROAD, 2.6 FEET SOUTH OF WITNESS
 DU2219'POST AND 3.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE.
 DU2219'
 DU2219'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TATUM ROAD
 DU2219'FOR 0.6 MILE TO THE MARK ON LEFT.
 DU2219'
 DU2219'NORTH 1/4 CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU2219'INTERSECTION OF NORTH 52ND STREET AND BELL ROAD.  THE MARK IS A
 DU2219'BRONZE DISK SET ABOUT 8 INCHES BELOW THE SURFACE OF THE STREET
 DU2219'UNDER A SMALL HANDHOLE COVER.
 DU2219'
 DU2219'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DU2219
 DU2219                          STATION RECOVERY (1974)
 DU2219
 DU2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2219'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED, ALL OF
 DU2219'THE MARKS WERE CHIPED FROM MACHINERY WORKING IN THE AREA.  THE
 DU2219'AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION AND REFERENCE MARK 3
 DU2219'WAS ESTABLISHED AT THIS TIME.  THE ANGLE AND DISTANCE TO REFERENCE
 DU2219'MARK 2 CHECKED ABOUT 2-1/2 MINUTES AND ABOUT 0.054 METER.
 DU2219'
 DU2219'THE STATION MARK IS A STANDARD DISK STAMPED, GELLER 1963.  IT IS
 DU2219'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 DU2219'WITH THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE CENTER LINE
 DU2219'OF TATUM ROAD, 10 FEET SOUTH OF A FENCE CORNER AND 7 FEET SOUTH
 DU2219'OF WITNESS POST AND SIGN.
 DU2219'
 DU2219'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GELLER NO 1 1963.
 DU2219'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU2219'FLUSH WITH THE GROUND SURFACE.  THE MARK IS 71-1/2 FEET NORTH
 DU2219'OF THE WITNESS POST, 70 FEET NORTH OF A FENCE CORNER AND 34 FEET
 DU2219'WEST OF THE WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GELLER NO 2 1963.
 DU2219'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU2219'FLUSH WITH THE GROUND SURFACE.  THE MARK IS 89 FEET SOUTH OF THE
 DU2219'WITNESS POST, 90 FEET SOUTH OF THE FENCE CORNER AND 34 FEET
 DU2219'WEST OF THE WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GELLER 1963 NO 3 1974.
 DU2219'IT IS SET IN TOP OF THE EAST HEADWALL FOR A CULVERT 0.15 MILE
 DU2219'SOUTH ALONG TATUM ROAD.
 DU2219'
 DU2219'THE 1963 ROUTE TO THE STATION WAS CHECKED AND FOUND ADEQUATE.
 DU2219'
 DU2219'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2219'
 DU2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NORTHEAST
 DU2219'OF PHOENIX
 DU2219
 DU2219                          STATION RECOVERY (1976)
 DU2219
 DU2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2219'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2219'
 DU2219'R.M. NO. 1 AND NO. 2 WERE DESTROYED BY ROAD MACHINERY.
 DU2219'
 DU2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 DU2219'NORTHEAST OF PHOENIX.
 DU2219
 DU2219                          STATION RECOVERY (1983)
 DU2219
 DU2219'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2219'THE STATION MARK WAS FOUND LEANING AND WAS RESET OVER THE UNDERGROUND
 DU2219'MARK.
 DU2219'
 DU2219'REFERENCE MARK 3 WAS RECOVERED AS DESCRIBED IN 1974.
 DU2219'
 DU2219'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---GELLER NO 4 1963
 DU2219'1978---.  IT IS SET IN TOP OF A CONCRETE MONUMENT BY A POWER POLE.
 DU2219'
 DU2219'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---GELLER NO 5 1963
 DU2219'1978---.  IT IS SET IN TOP OF A CONCRETE MONUMENT.
 DU2219'
 DU2219'THE STATION IS NOW UNDER A POWER LINE AND BLIND TO ALL OLD STATIONS
 DU2219'EXCEPT VERDE.
 DU2219
 DU2219                          STATION RECOVERY (2004)
 DU2219
 DU2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (CT)
 DU2219'MARK NOT FOUND.  ALL AREAS ARE ESSENTIALLY SOLID CONCRETE AND ASPHALT.
 DU2219' 
 DU2219
 DU2219                          STATION RECOVERY (2004)
 DU2219
 DU2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (CT)
 DU2219'MARK NOT FOUND.  ALL AREAS ARE ESSENTIALLY UNDER CONCRETE AND ASPHALT.
 DU2219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1084 ***********************************************************************
 ES1084  DESIGNATION -  GENT
 ES1084  PID         -  ES1084
 ES1084  STATE/COUNTY-  AZ/NAVAJO
 ES1084  USGS QUAD   -  BROOKBANK POINT (1990)
 ES1084
 ES1084                         *CURRENT SURVEY CONTROL
 ES1084  ___________________________________________________________________
 ES1084* NAD 83(1992)-  34 18 05.14862(N)    110 42 49.10303(W)     ADJUSTED  
 ES1084* NAVD 88     -      2355.7    (meters)    7729.     (feet)  VERTCON   
 ES1084  ___________________________________________________________________
 ES1084  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES1084  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1084
 ES1084  HORZ ORDER  -  FIRST
 ES1084
 ES1084.The horizontal coordinates were established by classical geodetic methods
 ES1084.and adjusted by the National Geodetic Survey in August 1993..
 ES1084
 ES1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1084
 ES1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1084
 ES1084.The geoid height was determined by GEOID03.
 ES1084
 ES1084;                    North         East     Units Scale Factor Converg.
 ES1084;SPC AZ E     -   366,222.118   163,011.953   MT  0.99993124   -0 18 29.7
 ES1084;SPC AZ E     - 1,201,516.14    534,816.12   iFT  0.99993124   -0 18 29.7
 ES1084;SPC AZ C     -   366,741.909   324,099.193   MT  1.00005111   +0 40 40.9
 ES1084;SPC AZ C     - 1,203,221.49  1,063,317.56   iFT  1.00005111   +0 40 40.9
 ES1084;UTM  12      - 3,795,615.889   526,351.016   MT  0.99960856   +0 09 41.0
 ES1084
 ES1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1084!SPC AZ E     -   0.99963409  x   0.99993124  =   0.99956536
 ES1084!SPC AZ C     -   0.99963409  x   1.00005111  =   0.99968518
 ES1084!UTM  12      -   0.99963409  x   0.99960856  =   0.99924279
 ES1084
 ES1084:                Primary Azimuth Mark                     Grid Az
 ES1084:SPC AZ E     -  RED KNOLL                                025 10 13.0
 ES1084:SPC AZ C     -  RED KNOLL                                024 11 02.4
 ES1084:UTM  12      -  RED KNOLL                                024 42 02.3
 ES1084
 ES1084|---------------------------------------------------------------------|
 ES1084| PID    Reference Object                     Distance      Geod. Az  |
 ES1084|                                                           dddmmss.s |
 ES1084| ES1107 RED KNOLL                           APPROX.27.6 KM 0245143.3 |
 ES1084| ES0903 GENT RM 3                            22.632 METERS 07045     |
 ES1084| ES1085 GENTRY=FIRE LOT                      38.316 METERS 07705     |
 ES1084| CD2931 GENT AZ MK                                         1852014.3 |
 ES1084| CD2932 GENT RM 1                            34.979 METERS 19523     |
 ES1084|---------------------------------------------------------------------|
 ES1084
 ES1084                          SUPERSEDED SURVEY CONTROL
 ES1084
 ES1084  NAD 83(1986)-  34 18 05.14236(N)    110 42 49.10789(W) AD(       ) 1
 ES1084  NAD 27      -  34 18 04.99000(N)    110 42 46.66500(W) AD(       ) 1
 ES1084  NGVD 29 (07/19/86) 2354.7    (m)         7725.     (f) VERT ANG       
 ES1084
 ES1084.Superseded values are not recommended for survey control.
 ES1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1084.See file dsdata.txt to determine how the superseded data were derived.
 ES1084
 ES1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2635195616(NAD 83)
 ES1084_MARKER: DS = TRIANGULATION STATION DISK
 ES1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1084+STABILITY: SURFACE MOTION
 ES1084
 ES1084  HISTORY     - Date     Condition        Report By
 ES1084  HISTORY     - 1938     MONUMENTED       CGS
 ES1084  HISTORY     - 1958     GOOD             CGS
 ES1084  HISTORY     - 1967     GOOD             CGS
 ES1084  HISTORY     - 1971     GOOD             USAF
 ES1084  HISTORY     - 1972     GOOD             NGS
 ES1084  HISTORY     - 1984     GOOD             AZDT
 ES1084
 ES1084                          STATION DESCRIPTION
 ES1084
 ES1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1084'STATION IS ABOUT 11 MILES SW OF HEBER, IN SEC. 35, T 11 N,
 ES1084'R 15-1/2 E, ABOUT 2-1/2 MILES N OF S BOUNDARY OF SITGREAVE
 ES1084'NATIONAL FOREST, 125.8 FEET W OF U.S.F.S. LOOK-OUT TOWER GENTRY,
 ES1084'AND 78 FEET N OF CENTER OF ROAD.
 ES1084'
 ES1084'SURFACE, UNDERGROUND, REFERENCE NO. 1, AND AZIMUTH MARKS ARE
 ES1084'STANDARD BRONZE DISKS SET IN CONCRETE.
 ES1084'
 ES1084'REFERENCE MARK NO. 1 IS ON S SIDE OF ROAD AND IS LEVEL WITH
 ES1084'STATION.  REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. MARK SET
 ES1084'IN CONCRETE UNDER CENTER OF LOOK-OUT TOWER, LEVEL WITH STATION,
 ES1084'AND IS STAMPED GENTRY 1932.
 ES1084'
 ES1084'STATION IS REACHED FROM HEBER POST OFFICE BY GOING S ON YOUNG
 ES1084'ROAD 0.55 MILE TO FORK.  THENCE KEEP R FORK SW 1.1 MILES TO A
 ES1084'FORK.  THENCE L FORK, YOUNG ROAD, 12.25 MILES TO A SIDE ROAD
 ES1084'ON L, (THIS ROAD IS 34.5 MILES N OF YOUNG) AT A SIGN GENTRY L.O.
 ES1084'TOWER 4 MILES.  THENCE LEAVE YOUNG ROAD, TURN L AND GO 3.85
 ES1084'MILES TO GENTRY LOOKOUT TOWER AND STATION.
 ES1084'
 ES1084'AZIMUTH MARK IS 0.15 MILE S OF STATION, 60 FEET E OF TRACK
 ES1084'ROAD LEADING S FROM LOOK-OUT TOWER.
 ES1084
 ES1084                          STATION RECOVERY (1958)
 ES1084
 ES1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1084'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1084'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 ES1084'
 ES1084'THE STATION IS LOCATED AIRLINE, ABOUT 24 MILES WEST-SOUTHWEST
 ES1084'OF CLAY SPRINGS, ABOUT 11 MILES SOUTHWEST OF HEBER, AND ABOUT
 ES1084'2-1/2 MILES NORTH OF THE SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1084'FOREST, NEAR THE HIGHEST PART OF A TREE COVERED RIDGE.
 ES1084'
 ES1084'THE STATION IS A STANDARD DISK STAMPED GENT 1938 SET IN TOP OF
 ES1084'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 ES1084'ABOVE THE GROUND.  IT IS 125.62 FEET WEST-SOUTHWEST OF THE
 ES1084'CENTER OF THE LOOKOUT HOUSE AND 78 FEET NORTH OF THE CENTER
 ES1084'OF THE GRAVELED ROAD.
 ES1084'
 ES1084'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GENT NO
 ES1084'1 1938 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 ES1084'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 ES1084'ELEVATION AS THE STATION.  IT IS 24 FEET SOUTH OF THE CENTER OF
 ES1084'THE GRAVELED ROAD.
 ES1084'
 ES1084'REFERENCE MARK NUMBER TWO WHICH IS A U.S. GEOLOGICAL SURVEY
 ES1084'BENCH MARK DISK STAMPED GENT 1932 SET IN TOP OF A 6-INCH SQUARE
 ES1084'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 ES1084'AND IS ABOUT THE SAME ELEVATION AS THE STATION IS SET DIRECTLY
 ES1084'UNDER AND IN THE MIDDLE OF THE LOOKOUT TOWER.
 ES1084'
 ES1084'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GENT 1938 SET IN
 ES1084'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 ES1084'6 INCHES ABOVE THE GROUND.  IT IS 60 FEET EAST OF THE CENTER
 ES1084'OF A TRACK ROAD AND 10 FEET SOUTH-SOUTHWEST OF A PINE TREE WHICH
 ES1084'IS ABOUT 2 FEET IN DIAMETER.
 ES1084'
 ES1084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 ES1084'TRACK ROAD FOR ABOUT 0.15 MILE TO A LARGE PINE TREE ON THE LEFT AND
 ES1084'THE AZIMUTH MARK.
 ES1084'
 ES1084'THE GENTRY FIRE LOOKOUT TOWER IS A 6-FOOT SQUARE METAL LOOKOUT
 ES1084'HOUSE SET ON TOP OF A GALAVANIZED STEEL TOWER WITH A 16-FOOT
 ES1084'SQUARE BASE AND THE OVERALL HEIGHT IS 75 FEET.  THE CENTER
 ES1084'OF THE TOWER WAS THE POINT OF INTERSECTION.
 ES1084'
 ES1084'TO REACH THE STATION FROM THE POST OFFICE IN HEBER, GO WEST ON
 ES1084'THE PAVED STREET WHICH LATER BECOMES A GRAVELED ROAD, FOR 0.55
 ES1084'MILE.  TAKE THE LEFT FORK AS PER SIGN TURKEY SPRINGS 10 FOR 7.3
 ES1084'MILES.  TURN RIGHT AT THE T-ROAD AND GO WEST AND SOUTH FOR
 ES1084'7.2 MILES.  TURN LEFT AT THE T-ROAD AS PER SIGN GENTRY TOWER 2
 ES1084'AND GO EAST ON THE GRAVELED ROAD FOR 2.1 MILES TO THE GENTRY
 ES1084'FIRE LOOKOUT TOWER ON THE LEFT, NORTH SIDE AND THE STATION.
 ES1084
 ES1084                          STATION RECOVERY (1967)
 ES1084
 ES1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1084'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ES1084'FOUND IN GOOD CONDITION.  A NEW LOOKOUT TOWER HAS BEEN CONSTRUCTED
 ES1084'IN A NEW LOCATION ABOUT 50 FEET WEST OF THE OLD LOCATION AND THE
 ES1084'OLD TOWER HAS BEEN DISMANTLED.  THE STATION WAS VISITED, NOT
 ES1084'OBSERVED.
 ES1084'
 ES1084'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 ES1084
 ES1084                          STATION RECOVERY (1971)
 ES1084
 ES1084'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 ES1084'GENT 1938 - GOOD
 ES1084'
 ES1084'GENT R.M. NO 1 1938 - GOOD.
 ES1084'
 ES1084'R.M. 2 AND R.M. 3 - NOT FOUND.
 ES1084
 ES1084                          STATION RECOVERY (1972)
 ES1084
 ES1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1084'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ES1084'DESCRIBED AND FOUND IN GOOD CONDITION.  A LONG SEARCH WAS
 ES1084'MADE FOR THE AZIMUTH MARK WHICH APPEARS TO BE DESTROYED OR
 ES1084'BURIED BY BLADING OPERATIONS IN THE AREA.  THE ROUTE TO THE
 ES1084'STATION IS ADEQUATE.
 ES1084'
 ES1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 ES1084'SOUTHWEST OF HEBER.
 ES1084
 ES1084                          STATION RECOVERY (1984)
 ES1084
 ES1084'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1084'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 ES1084'REFERENCE MARK 2 AND THE AZMUTH MARK WERE NOT RECOVERED.  REFERENCE
 ES1084'MARK 3 WAS ESTABLISHED AT THIS TIME.  FOR A NEW ROUTE TO THE STATION
 ES1084'SEE DESCRIPTION OF GENT RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0903 ***********************************************************************
 ES0903  DESIGNATION -  GENT RM 3
 ES0903  PID         -  ES0903
 ES0903  STATE/COUNTY-  AZ/NAVAJO
 ES0903  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0903
 ES0903                         *CURRENT SURVEY CONTROL
 ES0903  ___________________________________________________________________
 ES0903* NAD 83(1992)-  34 18 05.39086(N)    110 42 48.26751(W)     ADJUSTED  
 ES0903* NAVD 88     -      2355.97   (+/-2cm)    7729.5    (feet)  VERTCON   
 ES0903  ___________________________________________________________________
 ES0903  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES0903  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0903
 ES0903  HORZ ORDER  -  SECOND
 ES0903  VERT ORDER  -  THIRD ? (See Below)
 ES0903
 ES0903.The horizontal coordinates were established by classical geodetic methods
 ES0903.and adjusted by the National Geodetic Survey in August 1993..
 ES0903
 ES0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0903.The vertical order pertains to the NGVD 29 superseded value.
 ES0903
 ES0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0903
 ES0903.The geoid height was determined by GEOID03.
 ES0903
 ES0903;                    North         East     Units Scale Factor Converg.
 ES0903;SPC AZ E     -   366,229.467   163,033.357   MT  0.99993121   -0 18 29.2
 ES0903;SPC AZ E     - 1,201,540.25    534,886.34   iFT  0.99993121   -0 18 29.2
 ES0903;SPC AZ C     -   366,749.626   324,120.470   MT  1.00005117   +0 40 41.4
 ES0903;SPC AZ C     - 1,203,246.80  1,063,387.37   iFT  1.00005117   +0 40 41.4
 ES0903;UTM  12      - 3,795,623.410   526,372.352   MT  0.99960857   +0 09 41.4
 ES0903
 ES0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0903!SPC AZ E     -   0.99963406  x   0.99993121  =   0.99956529
 ES0903!SPC AZ C     -   0.99963406  x   1.00005117  =   0.99968521
 ES0903!UTM  12      -   0.99963406  x   0.99960857  =   0.99924277
 ES0903
 ES0903:                Primary Azimuth Mark                     Grid Az
 ES0903:SPC AZ E     -  MIDDLE                                   002 12 04.9
 ES0903:SPC AZ C     -  MIDDLE                                   001 12 54.3
 ES0903:UTM  12      -  MIDDLE                                   001 43 54.3
 ES0903
 ES0903|---------------------------------------------------------------------|
 ES0903| PID    Reference Object                     Distance      Geod. Az  |
 ES0903|                                                           dddmmss.s |
 ES0903| ES0922 MIDDLE                              APPROX. 4.8 KM 0015335.7 |
 ES0903| CD2932 GENT RM 1                            51.344 METERS 21638     |
 ES0903| ES1084 GENT                                 22.632 METERS 25045     |
 ES0903|---------------------------------------------------------------------|
 ES0903
 ES0903                          SUPERSEDED SURVEY CONTROL
 ES0903
 ES0903  NAD 83(1986)-  34 18 05.38460(N)    110 42 48.27236(W) AD(       ) 2
 ES0903  NGVD 29 (08/03/87) 2354.92   (m)         7726.1    (f) LEVELING    3  
 ES0903
 ES0903.Superseded values are not recommended for survey control.
 ES0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0903.See file dsdata.txt to determine how the superseded data were derived.
 ES0903
 ES0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2637295623(NAD 83)
 ES0903_MARKER: DS = TRIANGULATION STATION DISK
 ES0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0903+STABILITY: SURFACE MOTION
 ES0903
 ES0903  HISTORY     - Date     Condition        Report By
 ES0903  HISTORY     - 1984     MONUMENTED       AZDT
 ES0903
 ES0903                          STATION DESCRIPTION
 ES0903
 ES0903'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0903'THE STATION IS LOCATED UNDER THE SOUTHEAST CORNER OF THE GENTRY
 ES0903'LOOKOUT TOWER.  24 MILES SOUTHWEST OF CLAY SPRINGS, 11 MILES SW OF
 ES0903'HEBER AND 2 MILES SOUTH OF STATE ROUTE 260.  INSTRUMENT WAS SET UP
 ES0903'PLUM OVER STATION ON CATWALK OF LOOKOUT TOWER, WHICH IS 68.33 FEET,
 ES0903'20.83 METERS ABOVE STATION.
 ES0903'
 ES0903'THE STATION MARK IS AN NGS REFERENCE MARK DISK STAMPED---GENT RM 3 198
 ES0903'1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ES0903'PROJECTS 6 INCHES.  IT IS AT THE SOUTHEAST CORNER OF THE LOOKOUT
 ES0903'TOWER.
 ES0903'
 ES0903'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0903'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 12.75 MILES TO
 ES0903'BLACK CANYON LAKE ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH AND
 ES0903'EAST ALONG FOREST TRAIL 300 FOR 2.45 MILES TO A FORK AND BLACK CANYON
 ES0903'LAKE ROAD LEADING TO THE LEFT.  TRAVEL STRAIGHT AHEAD ON FS 300 FOR
 ES0903'2.15 MILES TO THE GENTRY LOOKOUT TOWER ON THE LEFT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1085 ***********************************************************************
 ES1085  DESIGNATION -  GENTRY=FIRE LOT
 ES1085  PID         -  ES1085
 ES1085  STATE/COUNTY-  AZ/NAVAJO
 ES1085  USGS QUAD   -  BROOKBANK POINT (1990)
 ES1085
 ES1085                         *CURRENT SURVEY CONTROL
 ES1085  ___________________________________________________________________
 ES1085* NAD 83(1992)-  34 18 05.42649(N)    110 42 47.64254(W)     ADJUSTED  
 ES1085* NAVD 88     -      2355.20   (+/-2cm)    7727.0    (feet)  VERTCON   
 ES1085  ___________________________________________________________________
 ES1085  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES1085  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1085
 ES1085  HORZ ORDER  -  SECOND
 ES1085  VERT ORDER  -  THIRD ? (See Below)
 ES1085
 ES1085.The horizontal coordinates were established by classical geodetic methods
 ES1085.and adjusted by the National Geodetic Survey in August 1993..
 ES1085
 ES1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1085.The vertical order pertains to the NGVD 29 superseded value.
 ES1085
 ES1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1085
 ES1085.The geoid height was determined by GEOID03.
 ES1085
 ES1085;                    North         East     Units Scale Factor Converg.
 ES1085;SPC AZ E     -   366,230.478   163,049.343   MT  0.99993119   -0 18 28.9
 ES1085;SPC AZ E     - 1,201,543.56    534,938.79   iFT  0.99993119   -0 18 28.9
 ES1085;SPC AZ C     -   366,750.913   324,136.438   MT  1.00005122   +0 40 41.7
 ES1085;SPC AZ C     - 1,203,251.03  1,063,439.76   iFT  1.00005122   +0 40 41.7
 ES1085;UTM  12      - 3,795,624.553   526,388.324   MT  0.99960858   +0 09 41.8
 ES1085
 ES1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1085!SPC AZ E     -   0.99963418  x   0.99993119  =   0.99956539
 ES1085!SPC AZ C     -   0.99963418  x   1.00005122  =   0.99968538
 ES1085!UTM  12      -   0.99963418  x   0.99960858  =   0.99924290
 ES1085
 ES1085|---------------------------------------------------------------------|
 ES1085| PID    Reference Object                     Distance      Geod. Az  |
 ES1085|                                                           dddmmss.s |
 ES1085| CS4082 GENTRY RM 1                          19.537 METERS 00612     |
 ES1085| CS4083 GENTRY RM 2                          20.894 METERS 09546     |
 ES1085| ES1084 GENT                                 38.316 METERS 25705     |
 ES1085| ES0969 PROMONTORY                          APPROX.28.5 KM 2845321.5 |
 ES1085|---------------------------------------------------------------------|
 ES1085
 ES1085                          SUPERSEDED SURVEY CONTROL
 ES1085
 ES1085  NAD 83(1986)-  34 18 05.42021(N)    110 42 47.64765(W) AD(       ) 2
 ES1085  NAD 27      -  34 18 05.26760(N)    110 42 45.20580(W) AD(       ) 2
 ES1085  NGVD 29 (07/19/86) 2354.15   (m)         7723.6    (f) LEVELING    3  
 ES1085
 ES1085.Superseded values are not recommended for survey control.
 ES1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1085.See file dsdata.txt to determine how the superseded data were derived.
 ES1085
 ES1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2638895625(NAD 83)
 ES1085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1085_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1085
 ES1085  HISTORY     - Date     Condition        Report By
 ES1085  HISTORY     - 1932     MONUMENTED       USGS
 ES1085  HISTORY     - 1960     GOOD             USGS
 ES1085
 ES1085                          STATION DESCRIPTION
 ES1085
 ES1085'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (EMB)
 ES1085'THE STATION IS LOCATED AIRLINE, ABOUT 24 MILES WEST-SOUTHWEST
 ES1085'OF CLAY SPRINGS, ABOUT 11 MILES SOUTHWEST OF HEBER, AND ABOUT
 ES1085'2-1/2 MILES NORTH OF THE SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1085'FOREST, NEAR THE HIGHEST PART OF A TREE COVERED RIDGE.
 ES1085'
 ES1085'THE STATION MARK IS A STANDARD BRONZE TABLET, STAMPED GENTRY 1932,
 ES1085'SET IN CONCRETE UNDER CENTER OF FOREST SERVICE TOWER.
 ES1085'
 ES1085'REFERENCE MARK NO. 1 IS A STANDARD R.M. TABLET, STAMPED GENTRY NO 1
 ES1085'1932, SET IN CONCRETE, 64.1 FT. FROM STATION MARK N 1 DEG 18 MIN W.
 ES1085'
 ES1085'REFERENCE MARK NO. 2 IS A STANDARD R.M. TABLET, STAMPED GENTRY NO 2
 ES1085'1932, SET IN CONCRETE, 68.55 FT. FROM STATION MARK N 88 DEG 16 MIN E.
 ES1085
 ES1085                          STATION RECOVERY (1960)
 ES1085
 ES1085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1085'RECOVERED IN GOOD CONDITION.
 ES1085'
 ES1085'LOCATED ABOUT 24 MI WSW. OF CLAY SPRINGS, ABOUT 11 MI SW. OF
 ES1085'HEBER, ABOUT 2.5 MI N. OF SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1085'FOREST.  NEAR HIGHEST PART OF TREE-COVERED RIDGE.
 ES1085'
 ES1085'TO REACH FROM HEBER POST OFFICE, GO 0.55 MI W. ON PAVED STREET
 ES1085'WHICH LATER BECOMES GRAVELED RD.  TAKE LEFT FORK AS PER SIGN
 ES1085'TURKEY SPRINGS 10 7.3 MI.  TURN RIGHT AT T-RD. 7.2 MI W. AND S.
 ES1085'TURN LEFT AT T-RD. AS PER SIGN GENTRY TOWER 2 ON GRAVELED RD.
 ES1085'2.1 MI E. TO GENTRY FIRE LOT ON LEFT, NORTH SIDE AND STATION.
 ES1085'
 ES1085'NOTE--GENTRY USGS WAS TIED TO CGS STATION GENT BY CGS IN 1938
 ES1085'AND USED AS RM NO 2.  TIE WAS NOT REMADE AS NO OUTSIDE STATIONS
 ES1085'WERE VISIBLE FROM GROUND.  STATION GENTRY USGS 1932 WAS USED IN
 ES1085'1960 TO AVOID CONSTRUCTION OF 70-FT. TOWER.  ALL SIGHTS ARE TO
 ES1085'AND FROM CENTER OF TOWER WHICH IS CENTERED OVER STATION GENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1053 ***********************************************************************
 FS1053  DESIGNATION -  GEOCEIVER STA 20208
 FS1053  PID         -  FS1053
 FS1053  STATE/COUNTY-  AZ/MOHAVE
 FS1053  USGS QUAD   -  KINGMAN (1980)
 FS1053
 FS1053                         *CURRENT SURVEY CONTROL
 FS1053  ___________________________________________________________________
 FS1053* NAD 83(1992)-  35 11 48.26444(N)    114 02 27.27461(W)     ADJUSTED  
 FS1053* NAVD 88     -      1149.0    (meters)    3770.     (feet)  GPS OBS   
 FS1053  ___________________________________________________________________
 FS1053  X           -  -2,126,077.773 (meters)                     COMP
 FS1053  Y           -  -4,766,087.512 (meters)                     COMP
 FS1053  Z           -   3,656,370.840 (meters)                     COMP
 FS1053  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FS1053  ELLIP HEIGHT-        1120.74  (meters)          (11/21/00) GPS OBS
 FS1053  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1053
 FS1053  HORZ ORDER  -  A
 FS1053  ELLP ORDER  -  THIRD     CLASS I
 FS1053
 FS1053.The horizontal coordinates were established by GPS observations
 FS1053.and adjusted by the National Geodetic Survey in September 1992..
 FS1053
 FS1053.The orthometric height was determined by GPS observations and a
 FS1053.high-resolution geoid model.
 FS1053
 FS1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1053
 FS1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1053
 FS1053.The ellipsoidal height was determined by GPS observations
 FS1053.and is referenced to NAD 83.
 FS1053
 FS1053.The geoid height was determined by GEOID03.
 FS1053
 FS1053;                    North         East     Units Scale Factor Converg.
 FS1053;SPC AZ W     -   465,453.129   186,868.842   MT  0.99994198   -0 10 03.6
 FS1053;SPC AZ W     - 1,527,077.19    613,086.75   iFT  0.99994198   -0 10 03.6
 FS1053;UTM  11      - 3,898,873.211   769,414.512   MT  1.00049463   +1 42 23.8
 FS1053;UTM  12      - 3,899,098.306   223,133.810   MT  1.00054481   -1 45 13.9
 FS1053
 FS1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1053!SPC AZ W     -   0.99982412  x   0.99994198  =   0.99976611
 FS1053!UTM  11      -   0.99982412  x   1.00049463  =   1.00031866
 FS1053!UTM  12      -   0.99982412  x   1.00054481  =   1.00036883
 FS1053
 FS1053:                Primary Azimuth Mark                     Grid Az
 FS1053:SPC AZ W     -  KINGMAN RADIO STA KAAA MAST              108 21 27.1
 FS1053:UTM  11      -  KINGMAN RADIO STA KAAA MAST              106 28 59.7
 FS1053:UTM  12      -  KINGMAN RADIO STA KAAA MAST              109 56 37.4
 FS1053
 FS1053|---------------------------------------------------------------------|
 FS1053| PID    Reference Object                     Distance      Geod. Az  |
 FS1053|                                                           dddmmss.s |
 FS1053| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 2.1 KM 1081123.5 |
 FS1053| CC4832 GEOCEIVER STA 20208 RM 3             13.942 METERS 13046     |
 FS1053| FS1054 GEOCEIVER STA 20208 RM 2              8.949 METERS 21321     |
 FS1053| FS1045 KINGMAN                              96.756 METERS 30747     |
 FS1053| FS1052 GEOCEIVER STA 20208 RM 1             12.789 METERS 31329     |
 FS1053|---------------------------------------------------------------------|
 FS1053
 FS1053                          SUPERSEDED SURVEY CONTROL
 FS1053
 FS1053  ELLIP H (03/30/95) 1120.89   (m)                       GP(       ) 2 2
 FS1053  NAD 83(1992)-  35 11 48.26238(N)    114 02 27.27102(W) AD(       ) B
 FS1053  ELLIP H (09/04/92) 1120.75   (m)                       GP(       ) 3 1
 FS1053  NAD 83(1986)-  35 11 48.26238(N)    114 02 27.27102(W) AD(       ) 1
 FS1053  NAD 27      -  35 11 48.27573(N)    114 02 24.44497(W) AD(       ) 1
 FS1053  NGVD 29 (07/19/86) 1148.28   (m)         3767.3    (f) LEVELING    3  
 FS1053
 FS1053.Superseded values are not recommended for survey control.
 FS1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1053.See file dsdata.txt to determine how the superseded data were derived.
 FS1053
 FS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6941598873(NAD 83)
 FS1053_MARKER: DD = SURVEY DISK
 FS1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1053_SP_SET: CONCRETE POST
 FS1053_STAMPING: 20208 1973
 FS1053_MARK LOGO: USN   
 FS1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1053+STABILITY: POSITION/ELEVATION WELL
 FS1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1053+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS1053
 FS1053  HISTORY     - Date     Condition        Report By
 FS1053  HISTORY     - 1973     MONUMENTED       NGS
 FS1053  HISTORY     - 1973     GOOD             NGS
 FS1053  HISTORY     - 1980     GOOD             NGS
 FS1053  HISTORY     - 19920203 GOOD             NGS
 FS1053  HISTORY     - 19940719 GOOD             NGS
 FS1053  HISTORY     - 19981112 GOOD             NGS
 FS1053  HISTORY     - 20051020 GOOD             NGS
 FS1053
 FS1053                          STATION DESCRIPTION
 FS1053
 FS1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS1053'STATION IS LOCATED IN THE SOUTHWEST EDGE OF AN OPEN FIELD ON
 FS1053'RADAR HILL, A BUREAU OF LAND MANAGEMENT, DEPARTMENT OF INTERIOR
 FS1053'FACILITY, AT THE WESTERN END OF JEFFERSON STREET IN KINGMAN,
 FS1053'ARIZONA.
 FS1053'
 FS1053'STATION 20208, 1973 IS 235 FT. SOUTH OF THE SOUTHWEST CORNER OF THE
 FS1053'BLM WAREHOUSE, 100 FT. SOUTH OF AN EAST-WEST BARBED WIRE FENCE LINE,
 FS1053'AND 65 FT. EAST OF THE EDGE OF A 100 FT. CLIFF DROP-OFF.
 FS1053'
 FS1053'STATION IS MARKED BY A STANDARD NAVOCEANO DISK STAMPED 20208, 1973
 FS1053'SET IN A 3 FT. CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE
 FS1053'OF THE GROUND.
 FS1053'
 FS1053'THE STATION IS FURTHER DESCRIBED BY AN IRON BOLT SUBSURFACE MARK
 FS1053'AND 3 REFERENCE MARKS--
 FS1053'
 FS1053'RM 1 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP
 FS1053'BEARING 340 DEG ABOUT 46 FT. FROM THE STATION AND STAMPED RM 1,
 FS1053'20208.
 FS1053'
 FS1053'RM 2 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP BEARING
 FS1053'250 DEG ABOUT 40 FT. FROM THE STATION AND STAMPED RM 2, 20208.
 FS1053'
 FS1053'RM 3 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP BEARING
 FS1053'160 DEG AND ABOUT 46 FT. FROM THE STATION AND STAMPED RM 3, 20208.
 FS1053
 FS1053                          STATION RECOVERY (1973)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FS1053'RECOVERED IN GOOD CONDITION.
 FS1053
 FS1053                          STATION RECOVERY (1980)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FS1053'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 FS1053'GOOD CONDITION AS DESCRIBED IN 1973.  THE PROPERTY IS NOW OWNED BY
 FS1053'WESTERN ELECTRONICS CORPORATION.  PERMISSION AND A KEY TO LOCKED GATE
 FS1053'MUST BE OBTAINED TO ENTER PROPERTY.
 FS1053
 FS1053                          STATION RECOVERY (1992)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FS1053'THE STATION IS LOCATED IN KINGMAN, ABOUT 1.5 KM (0.9 MI) NORTHEAST OF
 FS1053'THE COURTHOUSE, AT THE SOUTHEAST END OF A LOW ROCKY RIDGE, ADJACENT
 FS1053'TO AN OLD ARMY RADAR SITE NOW OCCUPIED BY WESTERN ELECTRONICS AND
 FS1053'COMMUNICATIONS.  KEY REQUIRED FOR GATE. OWNERSHIP--WESTERN
 FS1053'ELECTRONICS AND COMMUNICATIONS, 2332 KINGMAN AVENUE, KINGMAN AZ
 FS1053'86401.  PHONE 602-753-3829. (CALL IN ADVANCE, SECURITY MAN JIM SWAYZE
 FS1053'(602-753-7141)LIVES AT SITE AND WILL OPEN GATE).
 FS1053'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND
 FS1053'40 BUSINESS AND OLD HIGHWAY 66 (EXIT 53) ON THE NORTHEAST SIDE OF
 FS1053'KINGMAN, GO SOUTHWEST ON HIGHWAY I-40 BUSINESS (ANDY DEVINE AVENUE)
 FS1053'FOR 1.98 KM (1.23 MI) TO HARRISON STREET ON THE RIGHT AT FIRE STATION
 FS1053'NUMBER 2. (TO REACH WESTERN ELECTRONICS BUILDING FROM THIS POINT,
 FS1053'TURN RIGHT FOR 0.10 KM (0.06 MI) TO A CROSS STREET.  TURN RIGHT,
 FS1053'NORTHEAST, ON EAST KINGMAN STREET FOR 0.12 KM (0.07 MI) TO THE OFFICE
 FS1053'ON THE RIGHT). CONTINUE SOUTHWEST ON ANDY DEVINE AVENUE FOR 1.17 KM
 FS1053'(0.73 MI) TO A CROSSROAD AT STOPLIGHT. TURN RIGHT, NORTHWEST, ON
 FS1053'STOCKTON HILL ROAD FOR 0.24 KM (0.15 MI) TO A ROAD LEFT ACROSS FROM
 FS1053'THE POST OFFICE ON THE RIGHT.  TURN LEFT, WESTERLY, ON JEFFERSON
 FS1053'STREET FOR 0.53 KM (0.33 MI) TO A LOCKED GATE.  PASS THROUGH GATE ON
 FS1053'WINDING ROAD FOR 0.22 KM (0.14 MI) TO A GATE AT TOP OF GRADE.  PASS
 FS1053'THROUGH GATE, THEN TURN LEFT ON PAVED ROAD FOR 0.06 KM (0.04 MI) TO
 FS1053'PAVEMENT END AT BUILDING ON THE RIGHT. TURN LEFT, SOUTHEAST, ON DIM
 FS1053'LANE FOR 0.06 KM (0.04 MI) TO THE STATION AT A SHORT PERMANENT METAL
 FS1053'TRIPOD.
 FS1053'THE STATION IS SET IN THE TOP OF A 40-CM IRREGULAR CONCRETE POST 2 CM
 FS1053'BELOW GROUND.  LOCATED 66.4 M (217.8 FT) SOUTHEAST OF THE SOUTH
 FS1053'CORNER OF A LARGE METAL BUILDING, 1.0 M (3.3 FT) SOUTHWEST OF THE
 FS1053'EXTENDED SOUTHWEST WALL OF THE BUILDING, 30.2 M (99.1 FT) SOUTH OF A
 FS1053'TALL UTILITY POLE, 26.8 M (87.9 FT) EAST OF A FENCE CORNER, 26.7 M
 FS1053'(87.6 FT) SOUTHEAST OF A FENCE AND 12.5 M (41.0 FT) NORTHEAST OF THE
 FS1053'EXTENDED FENCE LINE ON SOUTHWEST SIDE OF THE RIDGE.
 FS1053
 FS1053                          STATION RECOVERY (1994)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 FS1053'RECOVERED AS DESCRIBED.
 FS1053
 FS1053                          STATION RECOVERY (1998)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FS1053'THE STATION IS LOCATED IN KINGMAN, ON A HILL WEST OF THE JUNCTION OF
 FS1053'U.S HIGHWAY 66 (ANDY DEVINE AVENUE) AND STOCKTON HILL ROAD, AT AN OLD
 FS1053'ARMY RADAR SITE.  OWNERSHIP--WESTERN ELECTRONICS AND COMMUNICATIONS
 FS1053'CORPORATION, 2332 KINGMAN AVENUE, KINGMAN AZ 86401., PHONE
 FS1053'602-753-3829.  NOTE--ADVANCE NOTICE IS REQUIRED BECAUSE OF LOCATION
 FS1053'AND LOCKED GATE.  CONTACT SECURITY PERSONNEL, MR. JIM SWAYZE WHO LIVES
 FS1053'AT THE SITE, PHONE 602-753-7141, FOR ACCESS TO THE STATION. TO REACH
 FS1053'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 (EXIT 53) AND
 FS1053'US HIGHWAY 66 (ANDY DEVINE AVENUE) IN KINGMAN, GO SOUTHWEST ON STATE
 FS1053'HIGHWAY 66 (ANDY DEVINE AVENUE) FOR 3.38 KM (2.10 MI) TO THE JUNCTION
 FS1053'OF STOCKTON HILL ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST ON STOCKTON
 FS1053'HILL ROAD FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF JEFFERSON STREET ON
 FS1053'THE LEFT.  TURN LEFT, WESTERLY ON JEFFERSON STREET FOR 0.72 KM (0.45
 FS1053'MI) TO THE END OF THE STREET AT A DEAD END SIGN AND PAVED ROAD IN POOR
 FS1053'CONDITION LEADING UPHILL.  CONTINUE AHEAD, WESTERLY FOR 0.40 KM (0.25
 FS1053'MI) UPHILL ON THE WINDING ROAD PASSING THROUGH A GATE TO THE TOP OF
 FS1053'THE HILL TO A SECOND GATE.  PASS THROUGH THE GATE AND TURN LEFT, WEST
 FS1053'ON THE PAVED ROAD FOR ABOUT 30.48 M (100.00 FT) TO THE SOUTHEAST END
 FS1053'OF A LARGE BUILDING AT THE END OF THE PAVEMENT AND A TRAIL ROAD LEFT.
 FS1053'TURN LEFT, SOUTHEAST ON THE TRAIL ROAD FOR ABOUT 60.96 M (200.00 FT)
 FS1053'PASSING THROUGH AN OPENING IN A BARBED WIRE FENCE TO THE STATION ON
 FS1053'THE RIGHT, UNDER A PERMANENTLY MOUNTED METAL TRIPOD PROJECTING 1.07 M
 FS1053'(3.51 FT) ABOVE GROUND.  THE STATION IS SET IN THE TOP OF AN IRREGULAR
 FS1053'CONCRETE POST.  LOCATED 66.5 M (218.2 FT) SOUTHEAST OF THE SOUTH
 FS1053'CORNER OF THE BUILDING, 30.48 M (100.00 FT) SOUTH OF A TALL POWER POLE
 FS1053'WITH A HOLIDAY STAR ATOP THE POLE AND 26.7 M (87.6 FT) SOUTHEAST OF
 FS1053'THE BARBED WIRE FENCE.
 FS1053
 FS1053                          STATION RECOVERY (2005)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1054 ***********************************************************************
 FS1054  DESIGNATION -  GEOCEIVER STA 20208 RM 2
 FS1054  PID         -  FS1054
 FS1054  STATE/COUNTY-  AZ/MOHAVE
 FS1054  USGS QUAD   -  KINGMAN (1980)
 FS1054
 FS1054                         *CURRENT SURVEY CONTROL
 FS1054  ___________________________________________________________________
 FS1054* NAD 83(1992)-  35 11 48.02187(N)    114 02 27.46909(W)     ADJUSTED  
 FS1054* NAVD 88     -      1148.91   (+/-2cm)    3769.4    (feet)  VERTCON   
 FS1054  ___________________________________________________________________
 FS1054  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FS1054  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1054
 FS1054  HORZ ORDER  -  SECOND
 FS1054  VERT ORDER  -  THIRD ? (See Below)
 FS1054
 FS1054.The horizontal coordinates were established by classical geodetic methods
 FS1054.and adjusted by the National Geodetic Survey in August 1993..
 FS1054
 FS1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1054.The vertical order pertains to the NGVD 29 superseded value.
 FS1054
 FS1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1054
 FS1054.The geoid height was determined by GEOID03.
 FS1054
 FS1054;                    North         East     Units Scale Factor Converg.
 FS1054;SPC AZ W     -   465,445.668   186,863.901   MT  0.99994198   -0 10 03.7
 FS1054;SPC AZ W     - 1,527,052.72    613,070.54   iFT  0.99994198   -0 10 03.7
 FS1054;UTM  11      - 3,898,865.588   769,409.815   MT  1.00049460   +1 42 23.7
 FS1054;UTM  12      - 3,899,090.981   223,128.661   MT  1.00054485   -1 45 14.0
 FS1054
 FS1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1054!SPC AZ W     -   0.99982415  x   0.99994198  =   0.99976614
 FS1054!UTM  11      -   0.99982415  x   1.00049460  =   1.00031866
 FS1054!UTM  12      -   0.99982415  x   1.00054485  =   1.00036890
 FS1054
 FS1054|---------------------------------------------------------------------|
 FS1054| PID    Reference Object                     Distance      Geod. Az  |
 FS1054|                                                           dddmmss.s |
 FS1054| FS1053 GEOCEIVER STA 20208                   8.949 METERS 03321     |
 FS1054| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 2.1 KM 1075728.2 |
 FS1054| FS1045 KINGMAN                              97.854 METERS 31300     |
 FS1054| FS1052 GEOCEIVER STA 20208 RM 1             16.850 METERS 34500     |
 FS1054|---------------------------------------------------------------------|
 FS1054
 FS1054                          SUPERSEDED SURVEY CONTROL
 FS1054
 FS1054  NAD 83(1986)-  35 11 48.01982(N)    114 02 27.46550(W) AD(       ) 2
 FS1054  NAD 27      -  35 11 48.03318(N)    114 02 24.63943(W) AD(       ) 2
 FS1054  NGVD 29 (07/19/86) 1148.12   (m)         3766.8    (f) LEVELING    3  
 FS1054
 FS1054.Superseded values are not recommended for survey control.
 FS1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1054.See file dsdata.txt to determine how the superseded data were derived.
 FS1054
 FS1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6941098866(NAD 83)
 FS1054
 FS1054  HISTORY     - Date     Condition        Report By
 FS1054  HISTORY     - 1973     MONUMENTED       NGS
 FS1054  HISTORY     - 20051020 POOR             NGS
 FS1054
 FS1054                          STATION DESCRIPTION
 FS1054
 FS1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1054'MARK IS IN PLACE IN ROCK, HOWEVER, CEMENT HAS BEEN KNOCKED AWAY AND
 FS1054'MARK HAS SOME LOOSENESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0967 ***********************************************************************
 ET0967  DESIGNATION -  GEORGE
 ET0967  PID         -  ET0967
 ET0967  STATE/COUNTY-  AZ/YAVAPAI
 ET0967  USGS QUAD   -  CONGRESS (1969)
 ET0967
 ET0967                         *CURRENT SURVEY CONTROL
 ET0967  ___________________________________________________________________
 ET0967* NAD 83(1992)-  34 09 46.55851(N)    112 50 41.00887(W)     ADJUSTED  
 ET0967* NAVD 88     -       928.01   (+/-2cm)    3044.6    (feet)  VERTCON   
 ET0967  ___________________________________________________________________
 ET0967  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 ET0967  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0967
 ET0967  HORZ ORDER  -  SECOND
 ET0967  VERT ORDER  -  THIRD ? (See Below)
 ET0967
 ET0967.The horizontal coordinates were established by classical geodetic methods
 ET0967.and adjusted by the National Geodetic Survey in August 1993..
 ET0967
 ET0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0967.The vertical order pertains to the NGVD 29 superseded value.
 ET0967
 ET0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0967
 ET0967.The geoid height was determined by GEOID03.
 ET0967
 ET0967;                    North         East     Units Scale Factor Converg.
 ET0967;SPC AZ C     -   351,114.361   127,792.767   MT  0.99999023   -0 31 16.3
 ET0967;SPC AZ C     - 1,151,950.00    419,267.61   iFT  0.99999023   -0 31 16.3
 ET0967;UTM  12      - 3,781,759.379   329,958.680   MT  0.99995643   -1 02 10.1
 ET0967
 ET0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0967!SPC AZ C     -   0.99985887  x   0.99999023  =   0.99984910
 ET0967!UTM  12      -   0.99985887  x   0.99995643  =   0.99981531
 ET0967
 ET0967|---------------------------------------------------------------------|
 ET0967| PID    Reference Object                     Distance      Geod. Az  |
 ET0967|                                                           dddmmss.s |
 ET0967| CH2332 GEORGE RM 1                          12.420 METERS 11309     |
 ET0967| CH2333 GEORGE RM 2                          12.443 METERS 29301     |
 ET0967| ET0964 CONGRESS                            APPROX. 2.0 KM 3134733.1 |
 ET0967|---------------------------------------------------------------------|
 ET0967
 ET0967                          SUPERSEDED SURVEY CONTROL
 ET0967
 ET0967  NAD 83(1986)-  34 09 46.55725(N)    112 50 41.01188(W) AD(       ) 2
 ET0967  NAD 27      -  34 09 46.46597(N)    112 50 38.35000(W) AD(       ) 2
 ET0967  NGVD 29 (07/19/86)  927.25   (m)         3042.2    (f) LEVELING    3  
 ET0967
 ET0967.Superseded values are not recommended for survey control.
 ET0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0967.See file dsdata.txt to determine how the superseded data were derived.
 ET0967
 ET0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2995981759(NAD 83)
 ET0967_MARKER: DD = SURVEY DISK
 ET0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0967+STABILITY: SURFACE MOTION
 ET0967
 ET0967  HISTORY     - Date     Condition        Report By
 ET0967  HISTORY     - 1980     MONUMENTED       AZDT
 ET0967
 ET0967                          STATION DESCRIPTION
 ET0967
 ET0967'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0967'THE STATION IS LOCATED IN CONGRESS NEAR THE INTERSECTION OF US HIGHWAY
 ET0967'89 AND STATE ROUTE 71.
 ET0967'
 ET0967'THE STATION MARK IS AN ADOT DISK STAMPED GEORGE 1980.  IT IS SET IN
 ET0967'TOP OF A CONCRETE MONUMENT 350 FEET EAST OF THE SANTA FE RAILROAD IN
 ET0967'THE TRIANGLE FORMED BY US 89 AND SR 71.  IT IS 4.8 FEET NORTH OF THE
 ET0967'WITNESS POST.
 ET0967'
 ET0967'REFERENCE MARK 1 IS AN ADOT DISK STAMPED GEORGE RM 1 1980.  IT IS SET
 ET0967'IN TOP OF A CONCRETE MONUMENT.
 ET0967'
 ET0967'REFERENCE MARK 2 IS AN ADOT DISK STAMPED GEORGE RM 2 1980.  IT IS SET
 ET0967'IN TOP OF A CONCRETE MONUMENT.
 ET0967'
 ET0967'TO REACH THE STATION FROM THE POST OFFICE IN CONGRESS TRAVEL EAST ON
 ET0967'STATE HIGHWAY 71 FOR 0.4 MILE TO THE JUNCTION WITH US 89.  TURN RIGHT
 ET0967'AND TRAVEL SOUTHEAST FOR 200 FEET TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0725 ***********************************************************************
 FQ0725  DESIGNATION -  GEORGE HENNESSYS HOUSE CHIMNEY
 FQ0725  PID         -  FQ0725
 FQ0725  STATE/COUNTY-  AZ/NAVAJO
 FQ0725  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0725
 FQ0725                         *CURRENT SURVEY CONTROL
 FQ0725  ___________________________________________________________________
 FQ0725* NAD 83(1992)-  35 06 28.28117(N)    110 01 05.29905(W)     ADJUSTED  
 FQ0725* NAVD 88     -                                                        
 FQ0725  ___________________________________________________________________
 FQ0725  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FQ0725  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0725
 FQ0725  HORZ ORDER  -  THIRD
 FQ0725
 FQ0725.The horizontal coordinates were established by classical geodetic methods
 FQ0725.and adjusted by the National Geodetic Survey in August 1993..
 FQ0725
 FQ0725
 FQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0725
 FQ0725.The geoid height was determined by GEOID03.
 FQ0725
 FQ0725;                    North         East     Units Scale Factor Converg.
 FQ0725;SPC AZ E     -   455,548.813   226,899.689   MT  0.99990226   +0 05 07.5
 FQ0725;SPC AZ E     - 1,494,582.72    744,421.55   iFT  0.99990226   +0 05 07.5
 FQ0725;UTM  12      - 3,885,444.945   589,480.246   MT  0.99969868   +0 33 53.0
 FQ0725
 FQ0725                          SUPERSEDED SURVEY CONTROL
 FQ0725
 FQ0725  NAD 83(1986)-  35 06 28.27294(N)    110 01 05.30295(W) AD(       ) 4
 FQ0725  NAD 27      -  35 06 28.19000(N)    110 01 02.87000(W) AD(       ) 3
 FQ0725
 FQ0725.Superseded values are not recommended for survey control.
 FQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0725.See file dsdata.txt to determine how the superseded data were derived.
 FQ0725
 FQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8948085445(NAD 83)
 FQ0725_MARKER: 85 = CHIMNEY
 FQ0725
 FQ0725  HISTORY     - Date     Condition        Report By
 FQ0725  HISTORY     - 1920     FIRST OBSERVED   CGS
 FQ0725
 FQ0725                          STATION DESCRIPTION
 FQ0725
 FQ0725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2162 ***********************************************************************
 DU2162  DESIGNATION -  GERM
 DU2162  PID         -  DU2162
 DU2162  STATE/COUNTY-  AZ/MARICOPA
 DU2162  USGS QUAD   -  CHANDLER (1981)
 DU2162
 DU2162                         *CURRENT SURVEY CONTROL
 DU2162  ___________________________________________________________________
 DU2162* NAD 83(1992)-  33 16 27.62247(N)    111 50 29.68358(W)     ADJUSTED  
 DU2162* NAVD 88     -       370.0    (meters)    1214.     (feet)  VERTCON   
 DU2162  ___________________________________________________________________
 DU2162  X           -  -1,986,004.996 (meters)                     COMP
 DU2162  Y           -  -4,954,935.534 (meters)                     COMP
 DU2162  Z           -   3,479,623.226 (meters)                     COMP
 DU2162  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DU2162  ELLIP HEIGHT-         340.54  (meters)          (06/11/02) GPS OBS
 DU2162  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2162
 DU2162  HORZ ORDER  -  SECOND
 DU2162  ELLP ORDER  -  FOURTH    CLASS II
 DU2162
 DU2162.The horizontal coordinates were established by classical geodetic methods
 DU2162.and adjusted by the National Geodetic Survey in August 1993..
 DU2162
 DU2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2162
 DU2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2162
 DU2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2162
 DU2162.The ellipsoidal height was determined by GPS observations
 DU2162.and is referenced to NAD 83.
 DU2162
 DU2162.The geoid height was determined by GEOID03.
 DU2162
 DU2162;                    North         East     Units Scale Factor Converg.
 DU2162;SPC AZ C     -   252,177.166   220,354.709   MT  0.99990060   +0 02 28.3
 DU2162;SPC AZ C     -   827,352.91    722,948.52   iFT  0.99990060   +0 02 28.3
 DU2162;UTM  12      - 3,682,016.735   421,626.290   MT  0.99967573   -0 27 42.3
 DU2162
 DU2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2162!SPC AZ C     -   0.99994654  x   0.99990060  =   0.99984714
 DU2162!UTM  12      -   0.99994654  x   0.99967573  =   0.99962229
 DU2162
 DU2162:                Primary Azimuth Mark                     Grid Az
 DU2162:SPC AZ C     -  OCO                                      179 04 51.4
 DU2162:UTM  12      -  OCO                                      179 35 02.0
 DU2162
 DU2162|---------------------------------------------------------------------|
 DU2162| PID    Reference Object                     Distance      Geod. Az  |
 DU2162|                                                           dddmmss.s |
 DU2162| DU2139 OCO                                 APPROX. 3.0 KM 1790719.7 |
 DU2162| CH5207 GERM RM 2                            12.860 METERS 17920     |
 DU2162| CH5206 GERM RM 1                            12.918 METERS 35946     |
 DU2162|---------------------------------------------------------------------|
 DU2162
 DU2162                          SUPERSEDED SURVEY CONTROL
 DU2162
 DU2162  ELLIP H (08/23/93)  340.61   (m)                       GP(       ) 4 2
 DU2162  NAD 83(1986)-  33 16 27.61609(N)    111 50 29.68772(W) AD(       ) 2
 DU2162  NAD 27      -  33 16 27.43515(N)    111 50 27.18483(W) AD(       ) 2
 DU2162  NGVD 29 (07/19/86)  369.5    (m)         1212.     (f) VERT ANG       
 DU2162
 DU2162.Superseded values are not recommended for survey control.
 DU2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2162.See file dsdata.txt to determine how the superseded data were derived.
 DU2162
 DU2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2162682017(NAD 83)
 DU2162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2162+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2162
 DU2162  HISTORY     - Date     Condition        Report By
 DU2162  HISTORY     - 1975     MONUMENTED       AZDT
 DU2162  HISTORY     - 1976     GOOD             AZDT
 DU2162  HISTORY     - 1979     GOOD             NGS
 DU2162  HISTORY     - 1986     GOOD             AZDT
 DU2162  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 DU2162
 DU2162                          STATION DESCRIPTION
 DU2162
 DU2162'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2162'THE STATION IS ABOUT 2 MILES SOUTH OF CHANDLER ON THE WEST
 DU2162'SIDE OF STATE ROUTE 87-93 AND JUST SOUTH OF GERMANN RD.
 DU2162'
 DU2162'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GERM 1975
 DU2162'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2162'STATION IS 852 FEET SOUTH OF THE INTERSECTION OF CENTERLINE OF
 DU2162'STATE ROUTE 87-93 AND GERMANN RD., 31.5 FEET WEST OF CENTERLINE
 DU2162'OF ROUTE 87-93 AND IS MARKED WITH A WITNESS POST AND SIGN 2.6
 DU2162'FEET WEST-NORTHWEST.
 DU2162'
 DU2162'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GERM
 DU2162'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2162'35 FEET WEST OF THE CENTERLINE OF STATE ROUTE 87-93.
 DU2162'
 DU2162'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GERM
 DU2162'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2162'35 FEET WEST OF THE CENTERLINE OF STATE ROUTE 87-93.
 DU2162'
 DU2162'TO REACH THE STATION FROM DOWNTOWN CHANDLER, TRAVEL SOUTH ON
 DU2162'STATE HWY. 87-93 FOR 2 MILES TO GERMANN RD. AND THE STATION
 DU2162'JUST SOUTH OF THE INTERSECTION AND ON THE WEST SIDE OF STATE
 DU2162'ROUTE 87-93.
 DU2162'
 DU2162'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2162
 DU2162                          STATION RECOVERY (1979)
 DU2162
 DU2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2162'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 DU2162'DESCRIBED.  ALL THREE MONUMENTS APPEAR TO HAVE BEEN SCRAPED
 DU2162'BY MACHINERY.
 DU2162'
 DU2162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2162'2.2 MILES SOUTH OF CHANDLER.
 DU2162
 DU2162                          STATION RECOVERY (1986)
 DU2162
 DU2162'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2162'THE STATION WAS RECOVERED AT THIS DATE.
 DU2162'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2162'DESCRIPTION WAS ADEQUATE.
 DU2162
 DU2162                          STATION RECOVERY (2006)
 DU2162
 DU2162'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2162'THE ADJUSTED COORDINATES POINT TO SOUTH BOUND LANES OF WIDENED STATE
 DU2162'HIGHWAY 87 (ARIZONA AVENUE). NO WITNESS POST WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1106 ***********************************************************************
 DU1106  DESIGNATION -  GERON
 DU1106  PID         -  DU1106
 DU1106  STATE/COUNTY-  AZ/GRAHAM
 DU1106  USGS QUAD   -  GERONIMO (1989)
 DU1106
 DU1106                         *CURRENT SURVEY CONTROL
 DU1106  ___________________________________________________________________
 DU1106* NAD 83(1992)-  33 05 10.26396(N)    110 03 23.32221(W)     ADJUSTED  
 DU1106* NAVD 88     -       808.863  (meters)    2653.74   (feet)  ADJUSTED  
 DU1106  ___________________________________________________________________
 DU1106  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DU1106  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1106  DYNAMIC HT  -         807.758 (meters)    2650.12  (feet)  COMP
 DU1106  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU1106
 DU1106  HORZ ORDER  -  FIRST
 DU1106  VERT ORDER  -  FIRST     CLASS II
 DU1106
 DU1106.The horizontal coordinates were established by classical geodetic methods
 DU1106.and adjusted by the National Geodetic Survey in August 1993..
 DU1106
 DU1106.The orthometric height was determined by differential leveling
 DU1106.and adjusted by the National Geodetic Survey in June 1991..
 DU1106
 DU1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1106
 DU1106.The geoid height was determined by GEOID03.
 DU1106
 DU1106.The dynamic height is computed by dividing the NAVD 88
 DU1106.geopotential number by the normal gravity value computed on the
 DU1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1106.degrees latitude (g = 980.6199 gals.).
 DU1106
 DU1106.The modeled gravity was interpolated from observed gravity values.
 DU1106
 DU1106;                    North         East     Units Scale Factor Converg.
 DU1106;SPC AZ E     -   231,314.290   223,646.399   MT  0.99990130   +0 03 36.5
 DU1106;SPC AZ E     -   758,905.15    733,748.03   iFT  0.99990130   +0 03 36.5
 DU1106;UTM  12      - 3,661,237.241   588,055.686   MT  0.99969560   +0 30 54.4
 DU1106
 DU1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1106!SPC AZ E     -   0.99987727  x   0.99990130  =   0.99977858
 DU1106!UTM  12      -   0.99987727  x   0.99969560  =   0.99957291
 DU1106
 DU1106|---------------------------------------------------------------------|
 DU1106| PID    Reference Object                     Distance      Geod. Az  |
 DU1106|                                                           dddmmss.s |
 DU1106| DU1107 GERON RM 1                           13.255 METERS 09546     |
 DU1106| CD2933 GERON AZ MK                                        1624030.6 |
 DU1106| CS6059 STA BL 2                             20.337 METERS 19724     |
 DU1106| DU1954 STA BL 2                             20.349 METERS 19729     |
 DU1106| DU1953 T4S R22E SEC 14 EB 1/2 M WMIR        20.444 METERS 19817     |
 DU1106| CS6058 T4S R22E SEC 14 EB 1/2 M WMIR        20.508 METERS 19821     |
 DU1106|---------------------------------------------------------------------|
 DU1106
 DU1106                          SUPERSEDED SURVEY CONTROL
 DU1106
 DU1106  NAD 83(1986)-  33 05 10.25945(N)    110 03 23.32215(W) AD(       ) 1
 DU1106  NAD 27      -  33 05 10.05100(N)    110 03 21.01400(W) AD(       ) 1
 DU1106  NGVD 29 (06/21/91)  808.18   (m)         2651.5    (f) LEVELING    3  
 DU1106
 DU1106.Superseded values are not recommended for survey control.
 DU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1106.See file dsdata.txt to determine how the superseded data were derived.
 DU1106
 DU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8805661237(NAD 83)
 DU1106_MARKER: DS = TRIANGULATION STATION DISK
 DU1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1106_SP_SET: CONCRETE POST
 DU1106_STAMPING: GERON 1945
 DU1106_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1106+STABILITY: SURFACE MOTION
 DU1106
 DU1106  HISTORY     - Date     Condition        Report By
 DU1106  HISTORY     - 1945     MONUMENTED       CGS
 DU1106  HISTORY     - 1979     GOOD             NGS
 DU1106  HISTORY     - 1985     GOOD             AZDT
 DU1106
 DU1106                          STATION DESCRIPTION
 DU1106
 DU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1106'STATION IS LOCATED AT THE E BOUNDARY OF THE SAN CARLOS INDIAN
 DU1106'RESERVATION, ABOUT 4-1/2 MILES (AIR LINE) SE OF BYLAS, AND 1-1/2
 DU1106'MILES NW OF GERONIMO.
 DU1106'
 DU1106'TO REACH STATION FROM THE POST OFFICE IN BYLAS, GO SE ON U.S.
 DU1106'HIGHWAY 70 FOR 5.1 MILES TO CATTLE GUARD AND RESERVATION FENCE
 DU1106'LINE.  CROSS CATTLE GUARD AND TURN RIGHT OFF HIGHWAY ALONG THE
 DU1106'FENCE FOR 194 FEET TO STATION.
 DU1106'
 DU1106'STATION IS LOCATED 194 FEET SSE OF THE S CATTLE GUARD POST ON
 DU1106'U.S. HIGHWAY 70, 150-1/2 FEET SW OF THE CENTER LINE OF U.S.
 DU1106'HIGHWAY 70, AND 20-1/2 FEET ENE OF A 4-INCH SQUARE WHITE
 DU1106'WITNESS POST WHICH IS SET IN THE N-S RESERVATION FENCE LINE.
 DU1106'IT IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1106'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  STAMPED GERON
 DU1106'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 DU1106'CONCRETE.
 DU1106'
 DU1106'REFERENCE MARK 1 IS E OF THE STATION AND IS AT ABOUT THE SAME
 DU1106'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1106'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  STAMPED GERON
 DU1106'NO 1 1945.
 DU1106'
 DU1106'THE P-D CORP. TRIANGULATION STATION IS SSW OF THE STATION
 DU1106'AND 1.7 FEET HIGHER.  IT IS 2-1/2 FEET N OF AN E-W FENCE AND
 DU1106'1 FOOT E OF A N-S FENCE.  IT IS MARKED BY A P-D CORP. SHEET
 DU1106'METAL TRIANGULATION STATION MARK SET IN A SQUARE CONCRETE POST
 DU1106'WHICH PROJECTS 7 INCHES ABOVE THE GROUND AND IS STAMPED STA.
 DU1106'B.L. 2 P-D CORP. 1943.
 DU1106'
 DU1106'THE G.L.O. MARK IS SSW OF THE STATION AND 2.8 FEET HIGHER.  IT
 DU1106'IS 2-1/2 FEET N OF A FENCE CORNER.  IT IS MARKED BY A STANDARD
 DU1106'G.L.O. QUARTER CORNER SET ON A 1-INCH IRON PIPE WHICH PROJECTS
 DU1106'1-1/2 FEET ABOVE THE GROUND AND IS STAMPED EB WMR 1/2 M T4S R22E
 DU1106'S14 1915.
 DU1106'
 DU1106'AZIMUTH MARK IS 1/4 MILE SSE OF THE STATION, 9-1/2 FEET SSW OF
 DU1106'A 4 INCH SQUARE WHITE WITNESS POST, AND ABOUT 4 FEET BELOW
 DU1106'THE BASE OF THE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 DU1106'IN THE ESE END OF A CONCRETE RAILROAD CULVERT HEADWALL (NO.
 DU1106'1165.44).  IT IS STAMPED GERON 1945.
 DU1106
 DU1106                          STATION RECOVERY (1979)
 DU1106
 DU1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1106'6.2 KM SE FROM BYLAS.
 DU1106'6.2 KILOMETERS (3.9 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1106'POST OFFICE IN BYLAS, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY
 DU1106'MILE POST 300, 48.0 METERS (157 FEET) SOUTHWEST OF THE CENTERLINE
 DU1106'OF THE HIGHWAY AND 6.2 METERS (20 FEET) EAST OF A NORTH-SOUTH FENCE
 DU1106'LINE ON THE EAST BORDER OF THE APACHE INDIAN RESERVATION.
 DU1106'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1106
 DU1106                          STATION RECOVERY (1985)
 DU1106
 DU1106'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1106'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1945.  A NEW
 DU1106'ROUTE TO THE STATION FOLLOWS.
 DU1106'
 DU1106'TO REACH THE STATION FROM THE TRADING POST IN GERONIMO TRAVEL
 DU1106'NORTHWEST ALONG U.S. HIGHWAY 70 FOR 1.5 MILES TO MILE POST 300.15 AND
 DU1106'A WIRE GATE ON THE LEFT.  PASS THROUGH GATE AND BARE RIGHT FOR ABOUT
 DU1106'100 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1107 ***********************************************************************
 DU1107  DESIGNATION -  GERON RM 1
 DU1107  PID         -  DU1107
 DU1107  STATE/COUNTY-  AZ/GRAHAM
 DU1107  USGS QUAD   -  GERONIMO (1989)
 DU1107
 DU1107                         *CURRENT SURVEY CONTROL
 DU1107  ___________________________________________________________________
 DU1107* NAD 83(1992)-  33 05 10.22068(N)    110 03 22.81368(W)     ADJUSTED  
 DU1107* NAVD 88     -       808.839  (meters)    2653.67   (feet)  ADJUSTED  
 DU1107  ___________________________________________________________________
 DU1107  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DU1107  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1107  DYNAMIC HT  -         807.734 (meters)    2650.04  (feet)  COMP
 DU1107  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU1107
 DU1107  HORZ ORDER  -  SECOND
 DU1107  VERT ORDER  -  FIRST     CLASS II
 DU1107
 DU1107.The horizontal coordinates were established by classical geodetic methods
 DU1107.and adjusted by the National Geodetic Survey in August 1993..
 DU1107
 DU1107.The orthometric height was determined by differential leveling
 DU1107.and adjusted by the National Geodetic Survey in June 1991..
 DU1107
 DU1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1107
 DU1107.The geoid height was determined by GEOID03.
 DU1107
 DU1107.The dynamic height is computed by dividing the NAVD 88
 DU1107.geopotential number by the normal gravity value computed on the
 DU1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1107.degrees latitude (g = 980.6199 gals.).
 DU1107
 DU1107.The modeled gravity was interpolated from observed gravity values.
 DU1107
 DU1107;                    North         East     Units Scale Factor Converg.
 DU1107;SPC AZ E     -   231,312.971   223,659.587   MT  0.99990131   +0 03 36.8
 DU1107;SPC AZ E     -   758,900.82    733,791.30   iFT  0.99990131   +0 03 36.8
 DU1107;UTM  12      - 3,661,236.026   588,068.882   MT  0.99969563   +0 30 54.6
 DU1107
 DU1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1107!SPC AZ E     -   0.99987727  x   0.99990131  =   0.99977860
 DU1107!UTM  12      -   0.99987727  x   0.99969563  =   0.99957294
 DU1107
 DU1107                          SUPERSEDED SURVEY CONTROL
 DU1107
 DU1107  NAD 83(1986)-  33 05 10.21617(N)    110 03 22.81358(W) AD(       ) 2
 DU1107  NGVD 29 (06/21/91)  808.16   (m)         2651.4    (f) LEVELING    3  
 DU1107
 DU1107.Superseded values are not recommended for survey control.
 DU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1107.See file dsdata.txt to determine how the superseded data were derived.
 DU1107
 DU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8806961236(NAD 83)
 DU1107_MARKER: DR = REFERENCE MARK DISK
 DU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1107_SP_SET: CONCRETE POST
 DU1107_STAMPING: GERON NO 1 1945
 DU1107_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1107+STABILITY: SURFACE MOTION
 DU1107
 DU1107  HISTORY     - Date     Condition        Report By
 DU1107  HISTORY     - 1945     MONUMENTED       CGS
 DU1107  HISTORY     - 1979     GOOD             NGS
 DU1107
 DU1107                          STATION DESCRIPTION
 DU1107
 DU1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1107'6.2 KM SE FROM BYLAS.
 DU1107'6.2 KILOMETERS (3.9 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1107'POST OFFICE IN BYLAS, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY
 DU1107'MILE POST 300, 43.3 METERS (142 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1107'THE HIGHWAY AND 19.5 METERS (64 FEET) EAST OF A NORTH-SOUTH FENCE
 DU1107'LINE ON THE EAST BORDER OF THE APACHE INDIAN RESERVATION.
 DU1107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0319 ***********************************************************************
 CF0319  DESIGNATION -  GERONIMO
 CF0319  PID         -  CF0319
 CF0319  STATE/COUNTY-  AZ/COCHISE
 CF0319  USGS QUAD   -  SKELETON CANYON (1987)
 CF0319
 CF0319                         *CURRENT SURVEY CONTROL
 CF0319  ___________________________________________________________________
 CF0319* NAD 83(1992)-  31 30 59.97009(N)    109 03 00.33140(W)     ADJUSTED  
 CF0319* NAVD 88     -      1939.0    (meters)    6362.     (feet)  VERTCON   
 CF0319  ___________________________________________________________________
 CF0319  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CF0319  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CF0319
 CF0319  HORZ ORDER  -  FIRST
 CF0319
 CF0319.The horizontal coordinates were established by classical geodetic methods
 CF0319.and adjusted by the National Geodetic Survey in August 1993..
 CF0319
 CF0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0319
 CF0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0319
 CF0319.The geoid height was determined by GEOID03.
 CF0319
 CF0319;                    North         East     Units Scale Factor Converg.
 CF0319;SPC AZ E     -    57,818.433   319,410.830   MT  1.00003867   +0 35 01.5
 CF0319;SPC AZ E     -   189,693.02  1,047,935.79   iFT  1.00003867   +0 35 01.5
 CF0319;UTM  12      - 3,488,510.331   685,155.176   MT  1.00002285   +1 01 10.6
 CF0319
 CF0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0319!SPC AZ E     -   0.99969975  x   1.00003867  =   0.99973841
 CF0319!UTM  12      -   0.99969975  x   1.00002285  =   0.99972260
 CF0319
 CF0319|---------------------------------------------------------------------|
 CF0319| PID    Reference Object                     Distance      Geod. Az  |
 CF0319|                                                           dddmmss.s |
 CF0319| CC7437 GERONIMO RM 1                         6.380 METERS 06322     |
 CF0319| CF0320 T22S R32E SEC 14 1/4 COR AZ NM       35.997 METERS 16738     |
 CF0319| CS7403 GERONIMO E 1/4 14/32S/32E            36.000 METERS 16754     |
 CF0319| CC7436 GERONIMO AZ MK                                     1692708.5 |
 CF0319| CC7438 GERONIMO RM 2                         6.070 METERS 33742     |
 CF0319|---------------------------------------------------------------------|
 CF0319
 CF0319                          SUPERSEDED SURVEY CONTROL
 CF0319
 CF0319  NAD 83(1986)-  31 30 59.97028(N)    109 03 00.31679(W) AD(       ) 1
 CF0319  NAD 27      -  31 30 59.60800(N)    109 02 58.11600(W) AD(       ) 1
 CF0319  NGVD 29 (07/19/86) 1938.0    (m)         6358.     (f) VERT ANG       
 CF0319
 CF0319.Superseded values are not recommended for survey control.
 CF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0319.See file dsdata.txt to determine how the superseded data were derived.
 CF0319
 CF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8515588510(NAD 83)
 CF0319_MARKER: DS = TRIANGULATION STATION DISK
 CF0319_SETTING: 80 = SET IN A BOULDER
 CF0319_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0319
 CF0319  HISTORY     - Date     Condition        Report By
 CF0319  HISTORY     - 1938     MONUMENTED       CGS
 CF0319  HISTORY     - 1957     GOOD             USGS
 CF0319  HISTORY     - 1958     GOOD             AMS
 CF0319  HISTORY     - 1964     GOOD             CGS
 CF0319
 CF0319                          STATION DESCRIPTION
 CF0319
 CF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0319'ABOUT 11 MILES NW OF CLOVERDALE, N. MEX., AND ABOUT 15 MILES
 CF0319'E OF BERNARDINO, ARIZ.  STATION IS LOCATED ON THE ARIZONA-NEW
 CF0319'MEXICO STATE LINE ABOUT 2 MILES N OF THE DEDICATORY MONUMENT
 CF0319'ON THE STATE LINE WHERE IT CROSSES THE GERONIMO TRAIL.  STATION
 CF0319'IS LOCATED ON AN E-W RIDGE WHICH IS THE SECOND RIDGE N OF THE
 CF0319'HIGHWAY AND IS ABOUT 1/4 MILE E OF THE HIGHEST POINT OF THE
 CF0319'RIDGE.  IT IS ABOUT 100 YARDS N OF AN E-W FENCE AND ABOUT
 CF0319'1/4 MILE ENE OF A FENCE CORNER.
 CF0319'
 CF0319'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0319'DISKS SET IN A BOULDER.
 CF0319'
 CF0319'TO REACH THE STATION FROM DOUGLAS, ARIZ., GO E ON THE GERONIMO
 CF0319'TRAIL FROM THE INTERSECTION WITH U.S. HIGHWAY 80 FOR 22.0
 CF0319'MILES.  THENCE TAKE THE LEFT FORK, THE GERONIMO TRAIL, AND CONTINUE
 CF0319'NORTHEASTERLY FOR 14.0 MILES TO THE STATE LINE BETWEEN ARIZONA
 CF0319'AND NEW MEXICO AT THE DEDICATORY MONUMENT ON THE N SIDE OF
 CF0319'THE ROAD.  THENCE CONTINUE ON FOR 0.7 MILE TO THE END OF TRUCK
 CF0319'TRAVEL.  FROM HERE PACK UP THE STEEP ROCKY SLOPE TO THE NW
 CF0319'FOR ABOUT 1/2 MILE TO A SADDLE AT THE TOP OF THE RIDGE.  THE
 CF0319'STATION IS ON THE FIRST RIDGE TO THE N.  GO ACROSS A SMALL
 CF0319'CANYON AND UP THE N SIDE TO THE TOP AND THE STATION SITE.
 CF0319'
 CF0319'REFERENCE MARK NO. 1 IS ENE AND ABOUT 1 FOOT LOWER IN ELEVATION.
 CF0319'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND AT ABOUT THE
 CF0319'SAME ELEVATION.
 CF0319'
 CF0319'THE AZIMUTH MARK IS SXE OF THE STATION AND ABOUT 200 FEET
 CF0319'LOWER IN ELEVATION.  IT IS ABOUT 0.2 MILE DISTANT AND ABOUT
 CF0319'75 YARDS N OF THE SADDLE ON THE FIRST RIDGE AND ABOUT 30 FEET
 CF0319'N OF A DEAD TREE.  THERE IS A G.L.O. DISK STAMPED 1/4 S 14
 CF0319'NEW MEXICO SXE OF THE STATION AND ABOUT 50 FEET LOWER IN
 CF0319'ELEVATION.
 CF0319
 CF0319                          STATION RECOVERY (1957)
 CF0319
 CF0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0319'RECOVERED AS DISCRIBED BY NGS IN 1938 IN DESCRIPTION LIST
 CF0319'31 109 1, STATION 1005.  ALL MARKS IN GOOD CONDITION.
 CF0319
 CF0319                          STATION RECOVERY (1958)
 CF0319
 CF0319'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0319'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0319'
 CF0319'THE STATION IS LOCATED 11 FEET N OF S EDGE OF RIDGE.  70 FEET
 CF0319'E OF LONE TREE.  106 FEET W OF ROCK PILE.  52 FEET NNW OF CENTER
 CF0319'OF LONE TREE ON SIDE OF HILL.
 CF0319
 CF0319                          STATION RECOVERY (1964)
 CF0319
 CF0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CF0319'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CF0319'IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH THE
 CF0319'STATION FOLLOWS.
 CF0319'
 CF0319'TO REACH THE STATION FROM THE POST OFFICE IN ANIMAS, GO SOUTH
 CF0319'ON STATE ROAD 338 FOR 25.8 MILES TO A RANCH ON THE RIGHT.
 CF0319'CONTINUE SOUTH ON THE STATE ROAD FOR 3.0 MILES.  TAKE THE RIGHT
 CF0319'FORK AS PER SIGN DOUGLAS 54 MI AND GO WESTERLY FOR 5.5 MILES
 CF0319'TO A REVERSE Y FORK.  CONTINUE WESTERLY, WINDING UPHILL, FOR
 CF0319'4.7 MILES TO THE HIGHEST POINT IN THE SADDLE AND THE END OF
 CF0319'TRUCK TRAVEL.  PACK NORTHWESTERLY UP THE RIDGE FOR ABOUT
 CF0319'300 YARDS TO THE TOP OF THE RIDGE.  PACK WEST ALONG THE RIDGE
 CF0319'FOR ABOUT 100 YARDS.  THEN BREAK LEFT, AT THE SADDLE,
 CF0319'DOWNHILL AND WESTERLY ACROSS A LOW RAVINE AND BACK UP ALONG
 CF0319'THE RIDGE FOR ABOUT 0.4 MILE TO THE STATION WHICH IS ABOUT 150
 CF0319'YARDS EAST OF THE HIGHEST PART OF THE RIDGE.  IT IS ABOUT
 CF0319'75 FEET LOWER THAN THE HIGHEST POINT.
 CF0319'
 CF0319'PACKING TIME FOR AN OBSERVING PARTY IS ABOUT 1 HOUR AND 10
 CF0319'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0538 ***********************************************************************
 ER0538  DESIGNATION -  GERONIMO
 ER0538  PID         -  ER0538
 ER0538  STATE/COUNTY-  AZ/APACHE
 ER0538  USGS QUAD   -  SORREL HORSE MESA (1982)
 ER0538
 ER0538                         *CURRENT SURVEY CONTROL
 ER0538  ___________________________________________________________________
 ER0538* NAD 83(1992)-  34 54 39.66279(N)    109 41 26.21245(W)     ADJUSTED  
 ER0538* NAVD 88     -      1819.     (meters)    5968.     (feet)  SCALED    
 ER0538  ___________________________________________________________________
 ER0538  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0538  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ER0538
 ER0538  HORZ ORDER  -  SECOND
 ER0538
 ER0538.The horizontal coordinates were established by classical geodetic methods
 ER0538.and adjusted by the National Geodetic Survey in August 1993..
 ER0538
 ER0538.The orthometric height was scaled from a topographic map.
 ER0538
 ER0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0538
 ER0538.The geoid height was determined by GEOID03.
 ER0538
 ER0538;                    North         East     Units Scale Factor Converg.
 ER0538;SPC AZ E     -   433,806.926   256,860.741   MT  0.99992331   +0 16 20.8
 ER0538;SPC AZ E     - 1,423,251.07    842,718.97   iFT  0.99992331   +0 16 20.8
 ER0538;UTM  12      - 3,863,957.616   619,616.412   MT  0.99977634   +0 44 58.0
 ER0538
 ER0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0538!SPC AZ E     -   0.99971830  x   0.99992331  =   0.99964163
 ER0538!UTM  12      -   0.99971830  x   0.99977634  =   0.99949471
 ER0538
 ER0538|---------------------------------------------------------------------|
 ER0538| PID    Reference Object                     Distance      Geod. Az  |
 ER0538|                                                           dddmmss.s |
 ER0538| CD2936 GERONIMO RM 1                         3.825 METERS 08024     |
 ER0538| CD2935 GERONIMO AZ MK RESET                               1412841.0 |
 ER0538| CD2937 GERONIMO RM 2                         6.623 METERS 15739     |
 ER0538| CD2934 GERONIMO AZ MK                                     2233458.6 |
 ER0538|---------------------------------------------------------------------|
 ER0538
 ER0538                          SUPERSEDED SURVEY CONTROL
 ER0538
 ER0538  NAD 83(1986)-  34 54 39.65615(N)    109 41 26.21380(W) AD(       ) 2
 ER0538  NAD 27      -  34 54 39.55700(N)    109 41 23.81200(W) AD(       ) 2
 ER0538
 ER0538.Superseded values are not recommended for survey control.
 ER0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0538.See file dsdata.txt to determine how the superseded data were derived.
 ER0538
 ER0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1961663958(NAD 83)
 ER0538_MARKER: DD = SURVEY DISK
 ER0538_SETTING: 80 = SET IN A BOULDER
 ER0538_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ER0538
 ER0538  HISTORY     - Date     Condition        Report By
 ER0538  HISTORY     - 1936     MONUMENTED       USGS
 ER0538  HISTORY     - 1959     GOOD             CGS
 ER0538  HISTORY     - 1959     GOOD             CGS
 ER0538  HISTORY     - 1972     GOOD             AZHD
 ER0538
 ER0538                          STATION DESCRIPTION
 ER0538
 ER0538'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 ER0538'THE STATION IS A U.S. GEOLOGICAL SURVEY STATION ON A PROMINENT
 ER0538'MALAPOIS BUTTE KNOWN LOCALLY AS BLACK BUTTE, ABOUT 26 MILES
 ER0538'EAST OF HOLBROOK AND 13 MILES SOUTH-SOUTHEAST OF DESERT VIEW PARK.
 ER0538'
 ER0538'TO REACH FROM HOLBROOK, GO EAST ON U.S. HIGHWAY 66 FOR 23.7
 ER0538'MILES TO INTERSECTION OF HIGHWAY 66 AND PAVED ROAD SOUTH
 ER0538'TO PETRIFIED FOREST, TURN RIGHT (SOUTH) AND GO 10.0 MILES TO
 ER0538'A WOODEN BRIDGE ACROSS WASH, CONTINUE 0.05 MILE AND TURN OFF
 ER0538'THE LEFT AT TWO WINDMILLS.  BLACK BUTTE IS THE PROMINENT
 ER0538'BUTTE TO THE EAST.  PICK UP DIM ROAD AT FENCE CORNER SOUTH OF
 ER0538'WINDMILLS AND GO 2.3 MILES IN A SOUTHERLY DIRECTION TO WOODEN
 ER0538'GATE AT T-FENCE CORNER, PASS THROUGH GATE AND FOLLOW ROAD FOR
 ER0538'1.7 MILES TO TOP OF GENTLE RISE AND WASHED-OUT DAM TO LEFT,
 ER0538'FROM HERE THE BUTTE CAN BE SEEN TO THE NORTHEAST, TURN LEFT AND
 ER0538'GO ACROSS COUNTRY ABOUT 4 MILES TO NORTHEAST CORNER OF
 ER0538'BUTTE, DRIVE SOUTHWEST UP BUTTE TO SOUTHWEST CORNER AND
 ER0538'STATION, 9 FEET WEST OF ROCK CAIRN.  MARK IS FLUSH.
 ER0538'
 ER0538'STATION MARK AND REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL
 ER0538'SURVEY MARKS SET IN ROCK, WITH NO NAMES STAMPED ON MARK.
 ER0538'AZIMUTH MARK IS SET AS DESCRIBED.  THERE IS NO
 ER0538'UNDERGROUND MARK.
 ER0538
 ER0538                          STATION RECOVERY (1959)
 ER0538
 ER0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0538'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 ER0538'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 ER0538'WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 ER0538'ESTABLISHED.  DIFFERENCES IN THE HORIZONTAL DISTANCES AND
 ER0538'HORIZONTAL DIRECTION TO THE REFERENCE MARKS WAS FOUND.
 ER0538'
 ER0538'THE STATION IS ABOUT 13 MILES EAST OF HOLBROOK ON A PROMINENT
 ER0538'BUTTE LOCALLY KNOWN AS BLACK BUTTE.
 ER0538'
 ER0538'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO
 ER0538'SOUTHEAST ON U.S. HIGHWAY 260 FOR 18.0 MILES TO THE ENTRANCE TO
 ER0538'THE PETRIFIED NATIONAL FOREST ON THE LEFT.  CONTINUE SOUTHEAST
 ER0538'ON U.S. HIGHWAY 260 FOR 5.9 MILES TO A SIDE ROAD LEFT AT A
 ER0538'CORRAL, TURN LEFT ON THE WEST SIDE OF THE CORRAL AND GO NORTH
 ER0538'ON THE GRADED ROAD FOR 4.7 MILES TO THE RESIDENCE OF MR. A.L.
 ER0538'GREER.  AFTER OBTAINING PERMISSION TO TRAVEL ON MR. GREERS
 ER0538'LAND PASS THRU THE GATE THAT IS NORTHWEST OF THE HOUSE AND
 ER0538'JUST SOUTHWEST OF THE BARN AND GO NORTH ALONG THE WEST SIDE OF
 ER0538'THE BARNYARD TO A FORK JUST NORTH OF THE BARNYARD.  HERE
 ER0538'TAKE LEFT FORK AND FOLLOW TRACK ROAD NORTH FOR 2.4 MILES TO A
 ER0538'FORK, TAKE LEFT FORK AND GO NORTHWEST AND NORTH FOR 0.2 MILE
 ER0538'TO A GATE AT A JOG IN A NORTH-SOUTH FENCE.  PASS THRU GATE AND
 ER0538'FOLLOW TRACK ROAD EAST AND NORTHEAST FOR 1.0 MILE TO A
 ER0538'CROSSROAD, JUST NORTHWEST OF AN EARTH TANK.  CONTINUE NORTHEAST
 ER0538'ON THE TRACK ROAD FOR 2.8 MILES TO A FORK AND THE AZIMUTH
 ER0538'MARK IN THE FORK FORMED BY THE TWO TRACK ROADS.  TAKE LEFT
 ER0538'FORK FROM THE AZIMUTH MARK AND GO NORTHWEST AND NORTH FOR
 ER0538'1.0 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE
 ER0538'TRACK ROAD WEST FOR 0.75 MILE TO THE SUMMIT OF THE BUTTE AND
 ER0538'STATION.
 ER0538'
 ER0538'THE STATION MARK, STAMPED GERONIMO 1933, IS A STANDARD U.S.G.S.
 ER0538'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ER0538'PROJECTS 4 INCHES.  IT IS 9-1/2 FEET WEST OF A CAIRN.
 ER0538'
 ER0538'REFERENCE MARK 1, STAMPED NO 1, IS A STANDARD U.S.G.S. REFERENCE
 ER0538'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ER0538'4 INCHES.  IT IS 10 FEET NORTH OF THE CAIRN.
 ER0538'
 ER0538'REFERENCE MARK 2, STAMPED NO 2, IS A STANDARD U.S.G.S. REFERENCE
 ER0538'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ER0538'4 INCHES.  IT IS 13-1/2 FEET SOUTHEAST OF THE CAIRN.
 ER0538'
 ER0538'THE AZIMUTH MARK, STAMPED GERONIMO 1936 RESET 1959, IS A STANDARD
 ER0538'DISK SET IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE THAT IS
 ER0538'SET IN A CONCRETE BASE.  THE PIPE PROJECTS 18 INCHES.  IT IS
 ER0538'15 FEET WEST OF THE CENTER OF THE TRACK ROAD THAT LEADS TO A LARGE
 ER0538'METAL TANK, 15 FEET EAST OF THE CENTER OF THE TRACK ROAD THAT
 ER0538'LEADS TO THE STATION AND 3.3 FEET NORTHWEST OF THE WITNESS POST.
 ER0538
 ER0538                          STATION RECOVERY (1959)
 ER0538
 ER0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0538'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ER0538'CONDITION, (WITH THE EXCEPTION OF THE AZIMUTH MARK, WHICH WAS
 ER0538'NOT SEARCHED FOR AT THIS TIME).  A NEW DESCRIPTION FOLLOWS.
 ER0538'
 ER0538'THE STATION IS LOCATED ON A PROMINENT DARK BUTTE, KNOWN LOCALLY
 ER0538'AS BLACK BLUFF.  IT IS ABOUT 26 MILES EAST OF HOLBROOK, ABOUT 6
 ER0538'MILES EAST OF STATE HIGHWAY 63, AND IS LOCATED IN THE SOUTHEAST
 ER0538'QUARTER OF SECTION 33, TOWNSHIP 18 NORTH, RANGE 25 EAST.
 ER0538'
 ER0538'TO REACH THE STATION FROM THE VISITOR CENTER AND ADMINISTRATION
 ER0538'BUILDING* IN THE PETRIFIED FOREST NATIONAL MONUMENT GO NORTHEAST
 ER0538'AND NORTHERLY ON STATE HIGHWAY 63 FOR 9.8 MILES TO A DIRT SIDE
 ER0538'ROAD RIGHT ABOUT 0.1 MILE BEFORE REACHING A HIGHWAY SURFACING
 ER0538'MATERIALS MIXING AND STORAGE AREA ON THE RIGHT.  TURN SHARP
 ER0538'RIGHT AND GO SOUTHEAST ON A DIRT ROAD FOR 2.05 MILES TO A LOCKED
 ER0538'GATE** AT THE INTERSECTION OF TWO FENCES.  PASS THROUGH THE
 ER0538'GATE (BOTH FENCES) AND CONTINUE SOUTHEASTERLY ON THE SAME ROAD
 ER0538'FOR 2.45 MILES TO A SIDE ROAD LEFT AND A STOCK POND ON THE
 ER0538'LEFT.  TURN LEFT AND GO NORTH ALONG THE DAM OF THE STOCK
 ER0538'POND AND THEN NORTHEASTERLY FOR 0.95 MILE TO A FORK.  TAKE THE
 ER0538'RIGHT FORK AND GO EAST FOR 0.05 MILE TO A FORK.  TAKE THE LEFT
 ER0538'FORK AND CONTINUE STRAIGHT AHEAD, EAST, ON THE MAIN ROAD FOR 0.1
 ER0538'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY
 ER0538'FOR 0.75 MILE TO A FORK AT A STOCK POND.  TAKE THE LEFT FORK
 ER0538'AND GO NORTH AROUND THE POND DAM FOR 0.2 MILE TO A FORK.  TAKE
 ER0538'THE LEFT FORK AND GO NORTHEAST AND THEN EASTERLY FOR 2.6
 ER0538'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 ER0538'THE MAIN ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 ER0538'AND GO NORTH ON A DIM TRACK ROAD LEADING PAST THE EAST
 ER0538'SIDE OF THE STATION HILL FOR ABOUT 1.0 MILE.  AT THIS POINT
 ER0538'TURN LEFT OFF THE ROAD AND FOLLOW DIM TRACKS ACROSS COUNTRY
 ER0538'WEST AND SOUTHWEST FOR ABOUT 0.7 MILE TO THE TOP OF THE
 ER0538'HILL AND THE STATION AT THE HIGHEST POINT.
 ER0538'
 ER0538'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 ER0538'STAMPED GERONIMO 1933 CEMENTED IN A DRILL HOLE IN A 3 BY 4-FEET
 ER0538'PORTION OF OUTCROPPING BEDROCK, AND PROJECTS 4 INCHES.  IT IS
 ER0538'ABOUT 9 FEET WEST OF A LARGE CAIRN.
 ER0538'
 ER0538'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 ER0538'REFERENCE MARK DISK STAMPED NO 1 CEMENTED IN A DRILL HOLE IN AN
 ER0538'OUTCROPPING LEDGE OF BEDROCK, AND PROJECTS 4 INCHES.  IT IS ABOUT
 ER0538'2 FEET HIGHER IN ELEVATION THAN THE STATION.
 ER0538'
 ER0538'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 ER0538'REFERENCE MARK DISK STAMPED NO 2 CEMENTED IN A DRILL HOLE IN
 ER0538'AN OUTCROPPING LEDGE OF RIMROCK, AND PROJECTS ABOUT 3 FEET.  IT
 ER0538'IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 ER0538'
 ER0538'*THE PETRIFIED FOREST NATIONAL MONUMENT IS CLOSED BY LOCKED
 ER0538'GATES DURING THE HOURS OF DARKNESS.  A KEY MAY BE OBTAINED BY
 ER0538'APPLYING TO THE SUPERINTENDENT AT THE VISITOR CENTER AND
 ER0538'ADMINISTRATION BUILDING.
 ER0538'
 ER0538'**A KEY TO THIS LOCKED GATE MAY BE OBTAINED FROM MR. A.L. GREER,
 ER0538'THE LANDOWNER IMMEDIATELY EAST OF THE PETRIFIED FOREST NATIONAL
 ER0538'MONUMENT.  TO REACH MR. GREERS RANCH HEADQUARTERS FROM THE
 ER0538'VISITOR CENTER AND ADMINISTRATION BUILDING GO SOUTHWEST ON STATE
 ER0538'HIGHWAY FOR 0.4 MILE TO JUNCTION WITH U.S. HIGHWAY 260.  TURN
 ER0538'LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 260 FOR 5.9 MILES TO A
 ER0538'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST, PAST SOME STOCK
 ER0538'PENS, ON A DIRT ROAD FOR 2.0 MILES TO A FORK.  TAKE THE LEFT
 ER0538'FORK AND GO NORTHERLY FOR 0.8 MILE TO A GATE.  PASS THROUGH THE
 ER0538'GATE AND CONTINUE NORTHERLY FOR 1.95 MILES TO THE RANCH
 ER0538'HEADQUARTERS.
 ER0538
 ER0538                          STATION RECOVERY (1972)
 ER0538
 ER0538'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0538'GENERAL LOCATION AS PER DESCRIPTION.
 ER0538'
 ER0538'TO REACH AS PER DESCRIPTION.
 ER0538'
 ER0538'STATION MARK RECOVERED AS PER DESCRIPTION.
 ER0538'
 ER0538'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ER0538'
 ER0538'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0414 ***********************************************************************
 CF0414  DESIGNATION -  GERONIMO MON
 CF0414  PID         -  CF0414
 CF0414  STATE/COUNTY-  AZ/COCHISE
 CF0414  USGS QUAD   -  APACHE (1987)
 CF0414
 CF0414                         *CURRENT SURVEY CONTROL
 CF0414  ___________________________________________________________________
 CF0414* NAD 83(1992)-  31 41 44.58219(N)    109 07 44.28477(W)     ADJUSTED  
 CF0414* NAVD 88     -      1339.0    (meters)    4393.     (feet)  VERTCON   
 CF0414  ___________________________________________________________________
 CF0414  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CF0414  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0414
 CF0414  HORZ ORDER  -  THIRD
 CF0414
 CF0414.The horizontal coordinates were established by classical geodetic methods
 CF0414.and adjusted by the National Geodetic Survey in August 1993..
 CF0414
 CF0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0414
 CF0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0414
 CF0414.The geoid height was determined by GEOID03.
 CF0414
 CF0414;                    North         East     Units Scale Factor Converg.
 CF0414;SPC AZ E     -    77,598.334   311,730.441   MT  1.00001931   +0 32 42.9
 CF0414;SPC AZ E     -   254,587.71  1,022,737.67   iFT  1.00001931   +0 32 42.9
 CF0414;UTM  12      - 3,508,230.618   677,324.350   MT  0.99998782   +0 58 59.9
 CF0414
 CF0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0414!SPC AZ E     -   0.99979395  x   1.00001931  =   0.99981326
 CF0414!UTM  12      -   0.99979395  x   0.99998782  =   0.99978178
 CF0414
 CF0414                          SUPERSEDED SURVEY CONTROL
 CF0414
 CF0414  NAD 83(1986)-  31 41 44.58071(N)    109 07 44.27026(W) AD(       ) 3
 CF0414  NGVD 29 (02/25/92) 1338.1    (m)         4390.     (f) VERT ANG       
 CF0414
 CF0414.Superseded values are not recommended for survey control.
 CF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0414.See file dsdata.txt to determine how the superseded data were derived.
 CF0414
 CF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7732408231(NAD 83)
 CF0414
 CF0414  HISTORY     - Date     Condition        Report By
 CF0414  HISTORY     - 1957     FIRST OBSERVED   USGS
 CF0414
 CF0414                          STATION DESCRIPTION
 CF0414
 CF0414'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0414'LOCATED ABOUT 24.5 MI N. OF US-MEXICO BORDER, 4.5 MI W. OF
 CF0414'AZ-NM STATE LINE, 0.3 MI NE. OF STORE IN APACHE, 50 FT SE.
 CF0414'OF U.S. HWY. 80.
 CF0414'
 CF0414'STATION MARK - - ROCK TOWER.
 CF0414'
 CF0414'SIGNAL - - ROCK TOWER.
 CF0414'
 CF0414'SIGNAL DATA - - TOP OF ROCK TOWER 16.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1952 ***********************************************************************
 DU1952  DESIGNATION -  GERONIMO S P WATER TANK
 DU1952  PID         -  DU1952
 DU1952  STATE/COUNTY-  AZ/GRAHAM
 DU1952  USGS QUAD   -  GERONIMO (1989)
 DU1952
 DU1952                         *CURRENT SURVEY CONTROL
 DU1952  ___________________________________________________________________
 DU1952* NAD 83(1992)-  33 04 37.20731(N)    110 02 08.15625(W)     ADJUSTED  
 DU1952* NAVD 88     -                                                        
 DU1952  ___________________________________________________________________
 DU1952  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DU1952  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1952
 DU1952  HORZ ORDER  -  THIRD
 DU1952
 DU1952.The horizontal coordinates were established by classical geodetic methods
 DU1952.and adjusted by the National Geodetic Survey in August 1993..
 DU1952
 DU1952
 DU1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1952
 DU1952.The geoid height was determined by GEOID03.
 DU1952
 DU1952;                    North         East     Units Scale Factor Converg.
 DU1952;SPC AZ E     -   230,298.248   225,596.828   MT  0.99990185   +0 04 17.5
 DU1952;SPC AZ E     -   755,571.68    740,147.07   iFT  0.99990185   +0 04 17.5
 DU1952;UTM  12      - 3,660,236.920   590,013.721   MT  0.99969990   +0 31 34.9
 DU1952
 DU1952                          SUPERSEDED SURVEY CONTROL
 DU1952
 DU1952  NAD 83(1986)-  33 04 37.19389(N)    110 02 08.15904(W) AD(       ) 4
 DU1952  NAD 27      -  33 04 36.99000(N)    110 02 05.85000(W) AD(       ) 3
 DU1952
 DU1952.Superseded values are not recommended for survey control.
 DU1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1952.See file dsdata.txt to determine how the superseded data were derived.
 DU1952
 DU1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9001460237(NAD 83)
 DU1952_MARKER: 51 = TANK
 DU1952
 DU1952  HISTORY     - Date     Condition        Report By
 DU1952  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1952
 DU1952                          STATION DESCRIPTION
 DU1952
 DU1952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0647 ***********************************************************************
 DI0647  PACS        -  This is a Primary Airport Control Station.
 DI0647  DESIGNATION -  GEU A
 DI0647  PID         -  DI0647
 DI0647  STATE/COUNTY-  AZ/MARICOPA
 DI0647  USGS QUAD   -  EL MIRAGE (1982)
 DI0647
 DI0647                         *CURRENT SURVEY CONTROL
 DI0647  ___________________________________________________________________
 DI0647* NAD 83(1992)-  33 31 35.41220(N)    112 17 38.38576(W)     ADJUSTED  
 DI0647* NAVD 88     -       318.16   (meters)    1043.8    (feet)  GPS OBS   
 DI0647  ___________________________________________________________________
 DI0647  X           -  -2,019,210.125 (meters)                     COMP
 DI0647  Y           -  -4,924,812.899 (meters)                     COMP
 DI0647  Z           -   3,502,944.179 (meters)                     COMP
 DI0647  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DI0647  ELLIP HEIGHT-         287.85  (meters)          (06/28/06) GPS OBS
 DI0647  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DI0647
 DI0647  HORZ ORDER  -  B
 DI0647  ELLP ORDER  -  FOURTH    CLASS II
 DI0647
 DI0647.This mark is at Glendale Mun Airport (GEU)
 DI0647
 DI0647.The horizontal coordinates were established by GPS observations
 DI0647.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 DI0647
 DI0647.The orthometric height was determined by GPS observations and a
 DI0647.high-resolution geoid model.
 DI0647
 DI0647.GPS derived orthometric heights for airport stations designated as
 DI0647.PACS or SACS are published to 2 decimal places.  This maintains
 DI0647.centimeter relative accuracy between the PACS and SACS.  It does
 DI0647.not indicate centimeter accuracy relative to other marks which are
 DI0647.part of the NAVD 88 network.
 DI0647
 DI0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0647
 DI0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0647
 DI0647.The ellipsoidal height was determined by GPS observations
 DI0647.and is referenced to NAD 83.
 DI0647
 DI0647.The geoid height was determined by GEOID03.
 DI0647
 DI0647;                    North         East     Units Scale Factor Converg.
 DI0647;SPC AZ C     -   280,203.491   178,311.689   MT  0.99991514   -0 12 30.3
 DI0647;SPC AZ C     -   919,302.79    585,012.10   iFT  0.99991514   -0 12 30.3
 DI0647;UTM  12      - 3,710,407.146   379,839.318   MT  0.99977801   -0 42 53.2
 DI0647
 DI0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0647!SPC AZ C     -   0.99995481  x   0.99991514  =   0.99986996
 DI0647!UTM  12      -   0.99995481  x   0.99977801  =   0.99973283
 DI0647
 DI0647                          SUPERSEDED SURVEY CONTROL
 DI0647
 DI0647.No superseded survey control is available for this station.
 DI0647
 DI0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7983910407(NAD 83)
 DI0647_MARKER: I = METAL ROD
 DI0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0647_STAMPING: GEU A 2006
 DI0647_MARK LOGO: NGS   
 DI0647_PROJECTION: RECESSED 1 CENTIMETERS
 DI0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0647+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0647_ROD/PIPE-DEPTH: 3.6  meters
 DI0647_SLEEVE-DEPTH  : 1.0 meters
 DI0647
 DI0647  HISTORY     - Date     Condition        Report By
 DI0647  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0647
 DI0647                          STATION DESCRIPTION
 DI0647
 DI0647'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0647'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0647' 
 DI0647'TO REACH THE STATION  FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0647'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0647'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0647'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0647'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0647'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0647'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0647'TO A DIRT SERVICE ROAD.  CONTINUE 0.8KM (0.5 MI) ON SERVICE ROAD
 DI0647'ADJACENT TO PERMITER FENCE UNTIL PAVED ROAD  BREAKS FROM FENCE. TRAVEL
 DI0647'SOUTHWESTERLY ON GRAVEL ROAD 0.4 KM (0.3 MI) TO THE WINDSOCK  AND
 DI0647'SEGMENTED CIRCLE AND THE STATION. THE STATION IS LOCATED 96 M (317 FT)
 DI0647'WEST OF  CENTERLINE OF GRAVEL ROAD, 20 M (64 FT) SOUTHEASTERLY OF THE
 DI0647'WINDSOCK AND 1.2 M (4 FT)  EAST OF A WITNESS POST.
 DI0647' 
 DI0647'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0647'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0647'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0648 ***********************************************************************
 DI0648  SACS        -  This is a Secondary Airport Control Station.
 DI0648  DESIGNATION -  GEU B
 DI0648  PID         -  DI0648
 DI0648  STATE/COUNTY-  AZ/MARICOPA
 DI0648  USGS QUAD   -  EL MIRAGE (1982)
 DI0648
 DI0648                         *CURRENT SURVEY CONTROL
 DI0648  ___________________________________________________________________
 DI0648* NAD 83(1992)-  33 32 05.38269(N)    112 17 30.16167(W)     ADJUSTED  
 DI0648* NAVD 88     -       324.10   (meters)    1063.3    (feet)  GPS OBS   
 DI0648  ___________________________________________________________________
 DI0648  X           -  -2,018,822.164 (meters)                     COMP
 DI0648  Y           -  -4,924,426.042 (meters)                     COMP
 DI0648  Z           -   3,503,717.221 (meters)                     COMP
 DI0648  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DI0648  ELLIP HEIGHT-         293.81  (meters)          (06/28/06) GPS OBS
 DI0648  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DI0648
 DI0648  HORZ ORDER  -  FIRST
 DI0648  ELLP ORDER  -  FOURTH    CLASS II
 DI0648
 DI0648.This mark is at Glendale Mun Airport (GEU)
 DI0648
 DI0648.The horizontal coordinates were established by GPS observations
 DI0648.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 DI0648
 DI0648.The orthometric height was determined by GPS observations and a
 DI0648.high-resolution geoid model.
 DI0648
 DI0648.GPS derived orthometric heights for airport stations designated as
 DI0648.PACS or SACS are published to 2 decimal places.  This maintains
 DI0648.centimeter relative accuracy between the PACS and SACS.  It does
 DI0648.not indicate centimeter accuracy relative to other marks which are
 DI0648.part of the NAVD 88 network.
 DI0648
 DI0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0648
 DI0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0648
 DI0648.The ellipsoidal height was determined by GPS observations
 DI0648.and is referenced to NAD 83.
 DI0648
 DI0648.The geoid height was determined by GEOID03.
 DI0648
 DI0648;                    North         East     Units Scale Factor Converg.
 DI0648;SPC AZ C     -   281,126.011   178,527.222   MT  0.99991495   -0 12 25.9
 DI0648;SPC AZ C     -   922,329.43    585,719.23   iFT  0.99991495   -0 12 25.9
 DI0648;UTM  12      - 3,711,327.598   380,062.966   MT  0.99977734   -0 42 49.3
 DI0648
 DI0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0648!SPC AZ C     -   0.99995388  x   0.99991495  =   0.99986883
 DI0648!UTM  12      -   0.99995388  x   0.99977734  =   0.99973123
 DI0648
 DI0648                          SUPERSEDED SURVEY CONTROL
 DI0648
 DI0648.No superseded survey control is available for this station.
 DI0648
 DI0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8006311328(NAD 83)
 DI0648_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0648_STAMPING: GEU B 2006
 DI0648_MARK LOGO: NGS   
 DI0648_PROJECTION: FLUSH
 DI0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0648+STABILITY: SURFACE MOTION
 DI0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0648+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0648
 DI0648  HISTORY     - Date     Condition        Report By
 DI0648  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0648
 DI0648                          STATION DESCRIPTION
 DI0648
 DI0648'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0648'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0648' 
 DI0648'TO REACH THE STATION, FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0648'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0648'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0648'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0648'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0648'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0648'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0648'TO A DIRT SERVICE ROAD.  STATION IS 42.6 M (140 FT) NORTHEASTERLY OF
 DI0648'ASPHALT EDGE AT SERVICE ROAD, 20.4 M (67 FT)  SOUTHEASTERLY OF
 DI0648'SOUTHEASTERLY CORNER OF BLAST WALL, 14.3 M (47 FT) WEST OF WESTERLY
 DI0648'EDGE OF TAXIWAY A-9 AND 1.2 M (4 FT) SOUTH OF A NGS WITNESS POST.
 DI0648' 
 DI0648'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0648'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0648'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0649 ***********************************************************************
 DI0649  SACS        -  This is a Secondary Airport Control Station.
 DI0649  DESIGNATION -  GEU C
 DI0649  PID         -  DI0649
 DI0649  STATE/COUNTY-  AZ/MARICOPA
 DI0649  USGS QUAD   -  EL MIRAGE (1982)
 DI0649
 DI0649                         *CURRENT SURVEY CONTROL
 DI0649  ___________________________________________________________________
 DI0649* NAD 83(1992)-  33 31 06.74187(N)    112 18 05.01916(W)     ADJUSTED  
 DI0649* NAVD 88     -       317.11   (meters)    1040.4    (feet)  GPS OBS   
 DI0649  ___________________________________________________________________
 DI0649  X           -  -2,020,030.800 (meters)                     COMP
 DI0649  Y           -  -4,925,002.662 (meters)                     COMP
 DI0649  Z           -   3,502,207.162 (meters)                     COMP
 DI0649  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DI0649  ELLIP HEIGHT-         286.78  (meters)          (06/28/06) GPS OBS
 DI0649  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DI0649
 DI0649  HORZ ORDER  -  FIRST
 DI0649  ELLP ORDER  -  FOURTH    CLASS II
 DI0649
 DI0649.This mark is at Glendale Mun Airport (GEU)
 DI0649
 DI0649.The horizontal coordinates were established by GPS observations
 DI0649.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 DI0649
 DI0649.The orthometric height was determined by GPS observations and a
 DI0649.high-resolution geoid model.
 DI0649
 DI0649.GPS derived orthometric heights for airport stations designated as
 DI0649.PACS or SACS are published to 2 decimal places.  This maintains
 DI0649.centimeter relative accuracy between the PACS and SACS.  It does
 DI0649.not indicate centimeter accuracy relative to other marks which are
 DI0649.part of the NAVD 88 network.
 DI0649
 DI0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0649
 DI0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0649
 DI0649.The ellipsoidal height was determined by GPS observations
 DI0649.and is referenced to NAD 83.
 DI0649
 DI0649.The geoid height was determined by GEOID03.
 DI0649
 DI0649;                    North         East     Units Scale Factor Converg.
 DI0649;SPC AZ C     -   279,322.780   177,621.229   MT  0.99991574   -0 12 44.8
 DI0649;SPC AZ C     -   916,413.32    582,746.81   iFT  0.99991574   -0 12 44.8
 DI0649;UTM  12      - 3,709,532.691   379,141.198   MT  0.99978008   -0 43 07.4
 DI0649
 DI0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0649!SPC AZ C     -   0.99995498  x   0.99991574  =   0.99987072
 DI0649!UTM  12      -   0.99995498  x   0.99978008  =   0.99973507
 DI0649
 DI0649                          SUPERSEDED SURVEY CONTROL
 DI0649
 DI0649.No superseded survey control is available for this station.
 DI0649
 DI0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7914109533(NAD 83)
 DI0649_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0649_STAMPING: GEU C 2006
 DI0649_MARK LOGO: NGS   
 DI0649_PROJECTION: FLUSH
 DI0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0649+STABILITY: SURFACE MOTION
 DI0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0649+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0649
 DI0649  HISTORY     - Date     Condition        Report By
 DI0649  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0649
 DI0649                          STATION DESCRIPTION
 DI0649
 DI0649'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0649'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0649' 
 DI0649'TO REACH THE STATION, FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0649'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0649'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0649'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0649'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0649'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0649'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0649'TO A DIRT SERVICE ROAD.  CONTINUE 0.8 KM (0.5 MI) ON SERVICE ROAD
 DI0649'ADJACENT TO PERMITER FENCE UNTIL PAVED ROAD  BREAKS FROM FENCE. TRAVEL
 DI0649'SW'LY ON GRAVEL ROAD UNTIL IT MEETS UP WITH PERIMETER FENCE  ROAD.
 DI0649'FOLLOW ROAD ALONG FENCE, PASSING SOUTH OF TAXIWAY A-1 UNTIL ROAD IS ON
 DI0649'WEST SIDE  OF RUNWAY. THE STATION IS AT TOP OF SLOPE, 16.5 M (54 FT)
 DI0649'NORTHWESTERLY OF THE PROJECTION  OF SOUTH EDGE OF TAXIWAY A-1, 32.3 M
 DI0649'(106 FT) SOUTHEASTERLY OF CHAIN LINK FENCE AND 1.2 M (4  FT) SOUTH OF
 DI0649'A WITNESS POST.
 DI0649' 
 DI0649'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0649'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0649'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0749 ***********************************************************************
 CG0749  DESIGNATION -  GG 118
 CG0749  PID         -  CG0749
 CG0749  STATE/COUNTY-  AZ/PIMA
 CG0749  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0749
 CG0749                         *CURRENT SURVEY CONTROL
 CG0749  ___________________________________________________________________
 CG0749* NAD 83(1986)-  31 41 38.     (N)    111 48 18.     (W)     SCALED    
 CG0749* NAVD 88     -       737.31   (+/-2cm)    2419.0    (feet)  VERTCON   
 CG0749  ___________________________________________________________________
 CG0749  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0749
 CG0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0749
 CG0749.The horizontal coordinates were scaled from a topographic map and have
 CG0749.an estimated accuracy of +/- 6 seconds.
 CG0749
 CG0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0749.The vertical order pertains to the NGVD 29 superseded value.
 CG0749
 CG0749.The geoid height was determined by GEOID03.
 CG0749
 CG0749;                    North         East    Units  Estimated Accuracy
 CG0749;SPC AZ C     -    76,930.      223,950.      MT  (+/- 180 meters Scaled)
 CG0749
 CG0749                          SUPERSEDED SURVEY CONTROL
 CG0749
 CG0749  NGVD 29 (??/??/92)  736.582  (m)         2416.60   (f) ADJ UNCH    2 0
 CG0749
 CG0749.Superseded values are not recommended for survey control.
 CG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0749.See file dsdata.txt to determine how the superseded data were derived.
 CG0749
 CG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA237067(NAD 83)
 CG0749_MARKER: DB = BENCH MARK DISK
 CG0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0749_STAMPING: G G 118 1935
 CG0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0749+STABILITY: SURFACE MOTION
 CG0749
 CG0749  HISTORY     - Date     Condition        Report By
 CG0749  HISTORY     - 1935     MONUMENTED       CGS
 CG0749  HISTORY     - 1952     GOOD             NGS
 CG0749  HISTORY     - 1977     GOOD             USGS
 CG0749
 CG0749                          STATION DESCRIPTION
 CG0749
 CG0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0749'6.15 MI N FROM SAN MIGUEL.
 CG0749'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0749'SCHOOL AT SAN MIGUEL, THENCE 5.95 MILES NORTH ALONG A WAGON ROAD
 CG0749'FOLLOWING A LINE OF TELEPHONE POLES, 339 1/2 FEET SOUTH OF THE CENTER
 CG0749'OF A MASONRY CULVERT, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 32
 CG0749'FEET SOUTH OF A TELEPHONE POLE, 2.7 FEET NORTH OF A WITNESS POST,
 CG0749'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0749'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CG0749
 CG0749                          STATION RECOVERY (1977)
 CG0749
 CG0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0749'DELETE 43 FT W. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0227 ***********************************************************************
 DV0227  DESIGNATION -  GG 259
 DV0227  PID         -  DV0227
 DV0227  STATE/COUNTY-  AZ/MARICOPA
 DV0227  USGS QUAD   -  GLENDALE (1982)
 DV0227
 DV0227                         *CURRENT SURVEY CONTROL
 DV0227  ___________________________________________________________________
 DV0227* NAD 83(1986)-  33 30 04.     (N)    112 08 28.     (W)     SCALED    
 DV0227* NAVD 88     -       344.42   (+/-2cm)    1130.0    (feet)  VERTCON   
 DV0227  ___________________________________________________________________
 DV0227  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0227
 DV0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0227
 DV0227.The horizontal coordinates were scaled from a topographic map and have
 DV0227.an estimated accuracy of +/- 6 seconds.
 DV0227
 DV0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0227.The vertical order pertains to the NGVD 29 superseded value.
 DV0227
 DV0227.The geoid height was determined by GEOID03.
 DV0227
 DV0227;                    North         East    Units  Estimated Accuracy
 DV0227;SPC AZ C     -   277,350.      192,510.      MT  (+/- 180 meters Scaled)
 DV0227
 DV0227                          SUPERSEDED SURVEY CONTROL
 DV0227
 DV0227  NGVD 29 (??/??/92)  343.829  (m)         1128.05   (f) ADJ UNCH    2 0
 DV0227
 DV0227.Superseded values are not recommended for survey control.
 DV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0227.See file dsdata.txt to determine how the superseded data were derived.
 DV0227
 DV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940074(NAD 83)
 DV0227_MARKER: DB = BENCH MARK DISK
 DV0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0227_SP_SET: BALUSTRADE
 DV0227_STAMPING: GG 259 1945
 DV0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0227
 DV0227  HISTORY     - Date     Condition        Report By
 DV0227  HISTORY     - 1945     MONUMENTED       CGS
 DV0227  HISTORY     - 1959     GOOD             NGS
 DV0227
 DV0227                          STATION DESCRIPTION
 DV0227
 DV0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0227'3.4 MI SE FROM GLENDALE.
 DV0227'3.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 89 FROM THE ATCHISON, TOPEKA
 DV0227'AND SANTA FE RAILWAY STATION AT GLENDALE, MARICOPA COUNTY, AT THE
 DV0227'ALHAMBRA SCHOOL, 104 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 DV0227'FOUR-LANE HIGHWAY, AT THE SOUTHWEST ENTRANCE TO THE SCHOOL GYMNASIUM,
 DV0227'IN THE TOP OF THE NORTHWEST CONCRETE BALUSTRADE, AND 1.8 FEET HIGHER
 DV0227'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0672 ***********************************************************************
 DA0672  DESIGNATION -  GIANT
 DA0672  PID         -  DA0672
 DA0672  STATE/COUNTY-  AZ/MARICOPA
 DA0672  USGS QUAD   -  GILA BEND (1973)
 DA0672
 DA0672                         *CURRENT SURVEY CONTROL
 DA0672  ___________________________________________________________________
 DA0672* NAD 83(1992)-  32 55 33.15376(N)    112 40 40.56720(W)     ADJUSTED  
 DA0672* NAVD 88     -       250.31   (+/-2cm)     821.2    (feet)  VERTCON   
 DA0672  ___________________________________________________________________
 DA0672  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DA0672  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0672
 DA0672  HORZ ORDER  -  FIRST
 DA0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0672
 DA0672.The horizontal coordinates were established by classical geodetic methods
 DA0672.and adjusted by the National Geodetic Survey in August 1993..
 DA0672
 DA0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0672.The vertical order pertains to the NGVD 29 superseded value.
 DA0672
 DA0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0672
 DA0672.The geoid height was determined by GEOID03.
 DA0672
 DA0672;                    North         East     Units Scale Factor Converg.
 DA0672;SPC AZ C     -   213,788.835   142,163.823   MT  0.99996248   -0 24 49.7
 DA0672;SPC AZ C     -   701,406.94    466,416.74   iFT  0.99996248   -0 24 49.7
 DA0672;UTM  12      - 3,644,318.495   343,114.089   MT  0.99990349   -0 54 44.0
 DA0672
 DA0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0672!SPC AZ C     -   0.99996561  x   0.99996248  =   0.99992810
 DA0672!UTM  12      -   0.99996561  x   0.99990349  =   0.99986911
 DA0672
 DA0672|---------------------------------------------------------------------|
 DA0672| PID    Reference Object                     Distance      Geod. Az  |
 DA0672|                                                           dddmmss.s |
 DA0672| DA0670 GIANT RM 1                           16.109 METERS 05633     |
 DA0672| DA0671 GIANT RM 2                           21.392 METERS 17443     |
 DA0672| DA0674 M 354 RESET                                        2885554.4 |
 DA0672| DA0673 M 354                                              2900944.4 |
 DA0672|---------------------------------------------------------------------|
 DA0672
 DA0672                          SUPERSEDED SURVEY CONTROL
 DA0672
 DA0672  NAD 83(1986)-  32 55 33.14601(N)    112 40 40.57142(W) AD(       ) 1
 DA0672  NAD 27      -  32 55 32.98480(N)    112 40 37.97500(W) AD(       ) 1
 DA0672  NGVD 29 (??/??/92)  249.706  (m)          819.24   (f) ADJ UNCH    2 0
 DA0672
 DA0672.Superseded values are not recommended for survey control.
 DA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0672.See file dsdata.txt to determine how the superseded data were derived.
 DA0672
 DA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4311444318(NAD 83)
 DA0672_MARKER: DS = TRIANGULATION STATION DISK
 DA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0672_STAMPING: GIANT 1960
 DA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0672+STABILITY: SURFACE MOTION
 DA0672
 DA0672  HISTORY     - Date     Condition        Report By
 DA0672  HISTORY     - 1960     MONUMENTED       CGS
 DA0672  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DA0672  HISTORY     - 1971     GOOD             NGS
 DA0672
 DA0672                          STATION DESCRIPTION
 DA0672
 DA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0672'THE STATION IS 2 MILES SOUTHEAST OF GILA BEND ON THE OPEN
 DA0672'DESERT ABOUT 300 FEET SOUTH OF THE CENTER OF THE INTERSTATE
 DA0672'ROUTE ON A SLIGHT RISE.
 DA0672'
 DA0672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DA0672'STATE ROUTE 84, 1 MILE EAST OF THE CENTER OF GILA BEND PROCEED
 DA0672'SOUTHEAST ALONG STATE ROUTE 84 FOR 2.5 MILES TO A STEEL GATE
 DA0672'IN THE RIGHT OF WAY FENCE LINE ON THE RIGHT (KEY NEEDED), TURN
 DA0672'RIGHT, SOUTHERLY, FOR 0.2 MILE TO THE PROPOSED INTERSTATE
 DA0672'ROUTE, TURN RIGHT, WEST, FOR 0.5 MILE TO THE STATION ON THE
 DA0672'SOUTH SIDE OF THE HIGHWAY 4 FEET SOUTH OF A METAL WITNESS POST
 DA0672'WITH SIGN.
 DA0672'
 DA0672'THE STATION, WITH UNDERGROUND MARK, STAMPED GIANT 1960 IS A
 DA0672'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA0672'
 DA0672'REFERENCE MARK 1, STAMPED GIANT NO 1 1960, IS A STANDARD DISK
 DA0672'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 DA0672'
 DA0672'REFERENCE MARK 2, STAMPED GIANT NO 2 1960, IS A STANDARD
 DA0672'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 DA0672'
 DA0672'THE AZIMUTH MARK, STAMPED M 354 1960, IS A STANDARD BENCH
 DA0672'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES
 DA0672'AND IS 0.9 MILE WEST OF THE STATION ALONG THE INTERSTATE ROUTE
 DA0672'FROM THE STATION AND ABOUT 300 FEET NORTH OF THE CENTER LINE
 DA0672'OF THE HIGHWAY.
 DA0672'
 DA0672'A 2-WHEEL DRIVE STATION.
 DA0672
 DA0672                          STATION RECOVERY (1971)
 DA0672
 DA0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0672'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DA0672'RECOVERED IN GOOD CONDITION.  BENCH MARK M 354 WAS DESTROYED
 DA0672'AND RESET IN 1969.  DISTANCES AND DIRECTIONS TO THE REFERENCE
 DA0672'MARKS COMPARED WITH 1960 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION
 DA0672'FOLLOWS.
 DA0672'
 DA0672'THE STATION IS ABOUT 2 MILES SOUTHEAST OF GILA BEND, 0.5 MILE
 DA0672'WEST OF THE PROPOSED EAST GILA BEND EXIT OF INTERSTATE HIGHWAY
 DA0672'8, AND 156 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE
 DA0672'INTERSTATE HIGHWAY.
 DA0672'
 DA0672'TO REACH THE STATION FROM ONE BLOCK SOUTH OF THE POST OFFICE
 DA0672'IN GILA BEND, GO EAST ON U.S. HIGHWAY 80 FOR 1.15 MILES TO
 DA0672'THE JUNCTION OF STATE HIGHWAY 84.  TAKE STATE HIGHWAY 84
 DA0672'SOUTHERLY FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT.  PASS
 DA0672'THROUGH THE GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE
 DA0672'NEARLY CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8.
 DA0672'TURN RIGHT AND GO WEST ON THE EAST BOUND LANE FOR 0.5 MILE
 DA0672'TO THE STATION ON THE LEFT.  (WHEN THE INTERSTATE HIGHWAY IS
 DA0672'COMPLETED, THE STATION WILL HAVE TO BE REACHED FROM THE WEST
 DA0672'GILA BEND EXIT.)
 DA0672'
 DA0672'THE STATION MARK IS A STANDARD DISK STAMPED GIANT 1960, SET
 DA0672'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'4 INCHES ABOVE THE GROUND.  IT IS 156 FEET SOUTH OF THE SOUTH
 DA0672'RIGHT-OF-WAY FENCE AND 3.9 FEET SOUTH OF A METAL WITNESS POST
 DA0672'WITH SIGN ATTACHED.
 DA0672'
 DA0672'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIANT NO 1 1960,
 DA0672'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'6 INCHES ABOVE THE GROUND.  IT IS 118 FEET SOUTH OF THE
 DA0672'RIGHT-OF-WAY FENCE AND 51.5 FEET NORTHEAST OF THE METAL WITNESS
 DA0672'POST.
 DA0672'
 DA0672'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIANT NO 2 1960,
 DA0672'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'6 INCHES ABOVE THE GROUND.  IT IS 222 FEET SOUTH OF THE
 DA0672'RIGHT-OF-WAY FENCE AND 74 FEET SOUTH OF THE METAL WITNESS
 DA0672'POST.
 DA0672'
 DA0672'BENCH MARK M 354 RESET 1969 WAS USED AS THE AZIMUTH MARK.
 DA0672'IT IS A STANDARD BENCH MARK DISK STAMPED M 354 RESET 1969,
 DA0672'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT
 DA0672'OF A BRIDGE.  IT IS 35.6 FEET NORTH OF THE CENTER OF THE WEST
 DA0672'BOUND LANE OF INTERSTATE HIGHWAY 8, 36.6 FEET WEST OF THE
 DA0672'EAST END AND 1.6 FEET EAST OF THE WEST END OF THE ABUTMENT.
 DA0672'
 DA0672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 DA0672'WEST BOUND LANE OF THE INTERSTATE HIGHWAY FOR 0.9 MILE TO THE
 DA0672'MARK ON THE RIGHT.
 DA0672'
 DA0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DA0672'SOUTHEAST OF GILA BEND
 DA0672
 DA0672                          STATION RECOVERY (1971)
 DA0672
 DA0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0672'2 MI SE FROM GILA BEND.
 DA0672'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0672'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0672'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0672'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0672'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0672'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 156 FEET SOUTH
 DA0672'OF THE SOUTH RIGHT-OF-WAY FENCE, 70.19 FEET NORTH OF R.M. 2, 52.85
 DA0672'FEET SOUTHWEST OF R.M. 1, 3.9 FEET SOUTH OF A METAL WITNESS POST WITH
 DA0672'SIGN ATTACHED, SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 DA0672'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0670 ***********************************************************************
 DA0670  DESIGNATION -  GIANT RM 1
 DA0670  PID         -  DA0670
 DA0670  STATE/COUNTY-  AZ/MARICOPA
 DA0670  USGS QUAD   -  GILA BEND (1973)
 DA0670
 DA0670                         *CURRENT SURVEY CONTROL
 DA0670  ___________________________________________________________________
 DA0670* NAD 83(1986)-  32 55 32.     (N)    112 40 40.     (W)     SCALED    
 DA0670* NAVD 88     -       250.48   (+/-2cm)     821.8    (feet)  VERTCON   
 DA0670  ___________________________________________________________________
 DA0670  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0670
 DA0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0670
 DA0670.The horizontal coordinates were scaled from a topographic map and have
 DA0670.an estimated accuracy of +/- 6 seconds.
 DA0670
 DA0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0670.The vertical order pertains to the NGVD 29 superseded value.
 DA0670
 DA0670.The geoid height was determined by GEOID03.
 DA0670
 DA0670;                    North         East    Units  Estimated Accuracy
 DA0670;SPC AZ C     -   213,750.      142,180.      MT  (+/- 180 meters Scaled)
 DA0670
 DA0670                          SUPERSEDED SURVEY CONTROL
 DA0670
 DA0670  NGVD 29 (??/??/92)  249.884  (m)          819.83   (f) ADJ UNCH    2 0
 DA0670
 DA0670.Superseded values are not recommended for survey control.
 DA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0670.See file dsdata.txt to determine how the superseded data were derived.
 DA0670
 DA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431442(NAD 83)
 DA0670_MARKER: DR = REFERENCE MARK DISK
 DA0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0670_STAMPING: GIANT NO 1 1960
 DA0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0670+STABILITY: SURFACE MOTION
 DA0670
 DA0670  HISTORY     - Date     Condition        Report By
 DA0670  HISTORY     - 1960     MONUMENTED       CGS
 DA0670  HISTORY     - 1971     GOOD             NGS
 DA0670
 DA0670                          STATION DESCRIPTION
 DA0670
 DA0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0670'2 MI SE FROM GILA BEND.
 DA0670'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0670'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0670'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0670'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0670'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0670'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 118 FEET SOUTH
 DA0670'OF THE RIGHT-OF-WAY FENCE, 52.85 FEET NORTHEAST OF THE STATION MARK,
 DA0670'51.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN
 DA0670'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0671 ***********************************************************************
 DA0671  DESIGNATION -  GIANT RM 2
 DA0671  PID         -  DA0671
 DA0671  STATE/COUNTY-  AZ/MARICOPA
 DA0671  USGS QUAD   -  GILA BEND (1973)
 DA0671
 DA0671                         *CURRENT SURVEY CONTROL
 DA0671  ___________________________________________________________________
 DA0671* NAD 83(1986)-  32 55 32.     (N)    112 40 40.     (W)     SCALED    
 DA0671* NAVD 88     -       250.28   (+/-2cm)     821.1    (feet)  VERTCON   
 DA0671  ___________________________________________________________________
 DA0671  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0671
 DA0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0671
 DA0671.The horizontal coordinates were scaled from a topographic map and have
 DA0671.an estimated accuracy of +/- 6 seconds.
 DA0671
 DA0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0671.The vertical order pertains to the NGVD 29 superseded value.
 DA0671
 DA0671.The geoid height was determined by GEOID03.
 DA0671
 DA0671;                    North         East    Units  Estimated Accuracy
 DA0671;SPC AZ C     -   213,750.      142,180.      MT  (+/- 180 meters Scaled)
 DA0671
 DA0671                          SUPERSEDED SURVEY CONTROL
 DA0671
 DA0671  NGVD 29 (??/??/92)  249.682  (m)          819.16   (f) ADJ UNCH    2 0
 DA0671
 DA0671.Superseded values are not recommended for survey control.
 DA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0671.See file dsdata.txt to determine how the superseded data were derived.
 DA0671
 DA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431442(NAD 83)
 DA0671_MARKER: DR = REFERENCE MARK DISK
 DA0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0671_STAMPING: GIANT NO 2 1960
 DA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0671+STABILITY: SURFACE MOTION
 DA0671
 DA0671  HISTORY     - Date     Condition        Report By
 DA0671  HISTORY     - 1960     MONUMENTED       CGS
 DA0671  HISTORY     - 1971     GOOD             NGS
 DA0671
 DA0671                          STATION DESCRIPTION
 DA0671
 DA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0671'2 MI SE FROM GILA BEND.
 DA0671'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0671'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0671'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0671'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0671'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0671'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 222 FEET SOUTH
 DA0671'OF THE RIGHT-OF-WAY FENCE, 74 FEET SOUTH OF THE METAL WITNESS POST
 DA0671'WITH SIGN ATTACHED, 70.19 FEET SOUTH OF THE STATION MARK, SET IN TOP
 DA0671'OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0963 ***********************************************************************
 EU0963  DESIGNATION -  GIER
 EU0963  PID         -  EU0963
 EU0963  STATE/COUNTY-  AZ/LA PAZ
 EU0963  USGS QUAD   -  CROSS ROADS (1977)
 EU0963
 EU0963                         *CURRENT SURVEY CONTROL
 EU0963  ___________________________________________________________________
 EU0963* NAD 83(1992)-  34 14 06.44657(N)    114 08 10.65847(W)     ADJUSTED  
 EU0963* NAVD 88     -       575.4    (meters)    1888.     (feet)  VERTCON   
 EU0963  ___________________________________________________________________
 EU0963  EPOCH DATE  -        1991.35
 EU0963  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 EU0963  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EU0963
 EU0963  HORZ ORDER  -  FIRST
 EU0963
 EU0963.The horizontal coordinates were established by classical geodetic methods
 EU0963.and adjusted by the National Geodetic Survey in June 1996..
 EU0963.The horizontal coordinates are valid at the epoch date displayed above.
 EU0963.The epoch date for horizontal control is a decimal equivalence
 EU0963.of Year/Month/Day.
 EU0963
 EU0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0963
 EU0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0963
 EU0963.The geoid height was determined by GEOID03.
 EU0963
 EU0963;                    North         East     Units Scale Factor Converg.
 EU0963;SPC AZ W     -   358,811.713   177,773.210   MT  0.99994894   -0 13 02.4
 EU0963;SPC AZ W     - 1,177,203.78    583,245.44   iFT  0.99994894   -0 13 02.4
 EU0963;SPC CA 5     -   588,383.968 2,355,860.146   MT  0.99996240   +2 12 08.5
 EU0963;SPC CA 5     - 1,930,389.74  7,729,184.50   sFT  0.99996240   +2 12 08.5
 EU0963;UTM  11      - 3,791,936.824   763,766.797   MT  1.00045769   +1 36 43.3
 EU0963
 EU0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0963!SPC AZ W     -   0.99991454  x   0.99994894  =   0.99986349
 EU0963!SPC CA 5     -   0.99991454  x   0.99996240  =   0.99987695
 EU0963!UTM  11      -   0.99991454  x   1.00045769  =   1.00037220
 EU0963
 EU0963|---------------------------------------------------------------------|
 EU0963| PID    Reference Object                     Distance      Geod. Az  |
 EU0963|                                                           dddmmss.s |
 EU0963| EU0964 GIER                                  2.153 METERS 09848     |
 EU0963| CC4840 GIER RM 2 PIN                        17.528 METERS 16437     |
 EU0963| CC4839 GIER RM 1 PIN                        12.299 METERS 25012     |
 EU0963| CC4838 GIER AZ MK                                         3043506.7 |
 EU0963|---------------------------------------------------------------------|
 EU0963
 EU0963                          SUPERSEDED SURVEY CONTROL
 EU0963
 EU0963  NAD 83(1992)-  34 14 06.44398(N)    114 08 10.65589(W) AD(       ) 1
 EU0963  NAD 83(1986)-  34 14 06.44575(N)    114 08 10.66272(W) AD(       ) 1
 EU0963  NAD 27      -  34 14 06.39000(N)    114 08 07.85500(W) AD(       ) 1
 EU0963  NGVD 29 (07/19/86)  574.8    (m)         1886.     (f) VERT ANG       
 EU0963
 EU0963.Superseded values are not recommended for survey control.
 EU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0963.See file dsdata.txt to determine how the superseded data were derived.
 EU0963
 EU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6376791937(NAD 83)
 EU0963_MARKER: DD = SURVEY DISK
 EU0963_SETTING: 66 = SET IN ROCK OUTCROP
 EU0963
 EU0963  HISTORY     - Date     Condition        Report By
 EU0963  HISTORY     - 1932     MONUMENTED       MWDSC
 EU0963  HISTORY     - 1948     GOOD             CGS
 EU0963
 EU0963                          STATION DESCRIPTION
 EU0963
 EU0963'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1932 (NBS)
 EU0963'PARKER, 10.5 MILES N.E. OF, ON THE HIGHEST POINT OF GIER PEAK.
 EU0963'STATION MAY BE REACHED BY TAKING BOAT FROM PARKER (BOAT USED
 EU0963'BELONGED TO BUD GRAHAM WHO KNOWS THIS COUNTY WELL) TO GIERS
 EU0963'PLACE.  FROM RIVER TAKE WASH AND TRAIL TO MINERS CABIN WHICH
 EU0963'IS LOCATED ON THE NORTH SIDE OF EAST END OF RED HILL, THENCE
 EU0963'GO TOWARD S.W. RIDGE OF PEAK, TAKING FIRST WASH NORTH OF
 EU0963'WEDGE-SHAPED NARROW RED BLUFF.  THE TOP MESA OF PEAK CAN
 EU0963'BE APPROACHED ONLY THRU SADDLE ON S.W. RIDGE, VISIBLE FROM
 EU0963'FOOT OF PEAK.  TWO HOURS PACK.  APPROX. ELEVATION = 1880
 EU0963'FEET.  STANDARD DISK SET IN ROCK.  U.S.G.S. CAIRN REMOVED.
 EU0963
 EU0963                          STATION RECOVERY (1948)
 EU0963
 EU0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0963'ALL MARKS ARE IN GOOD CONDITION.
 EU0963'
 EU0963'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF PARKER AND
 EU0963'3 MILES EAST OF THE COLORADO RIVER, ON THE HIGHEST POINT
 EU0963'OF GIER PEAK.
 EU0963'
 EU0963'TO REACH FROM PARKER GO EASTERLY ON THE FIRST STREET NORTH
 EU0963'OF THE DEPOT FOR 0.2 MILE TO CROSSROADS.  TURN LEFT (NORTH)
 EU0963'AND FOLLOW BLADED ROAD NORTHEASTERLY FOR 0.6 MILE TO A FORK.
 EU0963'KEEP LEFT AND CONTINUE UP THE EAST SIDE OF THE RIVER FOR 4.3
 EU0963'MILES TO A FORK.  TAKE LEFT FORK FOR 0.9 MILE TO A FORK.
 EU0963'KEEP RIGHT AND CONTINUE FOR 2.9 MILES TO A FARM HOUSE ON THE
 EU0963'RIGHT.  CONTINUE ON THE MAIN BLADED ROAD FOR 1.6 MILES TO VERY
 EU0963'DIM TRACKS ON THE RIGHT IN WASH.  TURN RIGHT ON DIM TRACKS
 EU0963'AND CONTINUE UP WASH FOR 0.5 MILE TO A WASHOUT IN THE ROAD
 EU0963'AND THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT UP OLD ROAD
 EU0963'AND OVER RED HILL FOR ABOUT 1 MILE TO A DIM FORK LEADING
 EU0963'RIGHT TO AN OLD CABIN.  TAKE RIGHT ROAD (AZIMUTH MARK IS
 EU0963'ABOUT 100 YARDS EAST-SOUTHEAST OF ROAD FORK IN THE
 EU0963'SOUTHEASTERLY OF TWO ROCKY KNOLLS) ON THE DIM TRACKS TO OLD
 EU0963'CABIN, THEN CONTINUE SOUTHEASTERLY ALONG RIDGES AND
 EU0963'WASHES TO A POINT JUST NORTH OF A RED BLUFF EXTENDING FROM
 EU0963'THE MAIN MOUNTAIN.  TURN LEFT AND CONTINUE UP THE FIRST
 EU0963'WASH NORTH OF THE RED BLUFF TO THE TOP OF MOUNTAIN AND
 EU0963'STATION.  A ROUGH 3 HOUR PACK.
 EU0963'
 EU0963'THE STATION IS A STANDARD BRONZE DISK OF THE METROPOLITAN WATER
 EU0963'DISTRICT OF SOUTHERN CALIFORNIA SET IN OUTCROP PROJECTING ABOUT
 EU0963'2 INCHES, ON THE HIGHEST POINT OF HILL.  IT IS STAMPED GIER 1932.
 EU0963'
 EU0963'REFERENCE MARK NO. 2 IS A COPPER PLUG SET IN OUTCROP PROJECTING
 EU0963'ABOUT 6 INCHES, AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 EU0963'IT IS NOT STAMPED.
 EU0963'
 EU0963'REFERENCE MARK NO. 1 IS A COPPER PLUG SET IN OUTCROP PROJECTING
 EU0963'ABOUT 2 FEET, AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 EU0963'IT IS NOT STAMPED.
 EU0963'
 EU0963'THE USGS BENCH MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY
 EU0963'BENCH MARK SET IN OUTCROP PROJECTING ABOUT 6 INCHES, AND IS
 EU0963'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS NOT STAMPED.
 EU0963'
 EU0963'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 EU0963'ON THE EASTERLY OF TWO ROCKY KNOLLS ABOUT 30 FEET HIGH AND IS
 EU0963'ABOUT 1 MILE WEST-NORTHWEST OF THE STATION.  IT IS STAMPED
 EU0963'GIER 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0964 ***********************************************************************
 EU0964  DESIGNATION -  GIER
 EU0964  PID         -  EU0964
 EU0964  STATE/COUNTY-  AZ/LA PAZ
 EU0964  USGS QUAD   -  CROSS ROADS (1977)
 EU0964
 EU0964                         *CURRENT SURVEY CONTROL
 EU0964  ___________________________________________________________________
 EU0964* NAD 83(1992)-  34 14 06.43588(N)    114 08 10.57534(W)     ADJUSTED  
 EU0964* NAVD 88     -       575.4    (meters)    1888.     (feet)  VERTCON   
 EU0964  ___________________________________________________________________
 EU0964  EPOCH DATE  -        1991.35
 EU0964  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 EU0964  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EU0964
 EU0964  HORZ ORDER  -  SECOND
 EU0964
 EU0964.The horizontal coordinates were established by classical geodetic methods
 EU0964.and adjusted by the National Geodetic Survey in June 1996..
 EU0964.The horizontal coordinates are valid at the epoch date displayed above.
 EU0964.The epoch date for horizontal control is a decimal equivalence
 EU0964.of Year/Month/Day.
 EU0964
 EU0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0964
 EU0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0964
 EU0964.The geoid height was determined by GEOID03.
 EU0964
 EU0964;                    North         East     Units Scale Factor Converg.
 EU0964;SPC AZ W     -   358,811.375   177,775.336   MT  0.99994894   -0 13 02.3
 EU0964;SPC AZ W     - 1,177,202.67    583,252.41   iFT  0.99994894   -0 13 02.3
 EU0964;SPC CA 5     -   588,383.721 2,355,862.284   MT  0.99996240   +2 12 08.5
 EU0964;SPC CA 5     - 1,930,388.92  7,729,191.51   sFT  0.99996240   +2 12 08.5
 EU0964;UTM  11      - 3,791,936.555   763,768.934   MT  1.00045771   +1 36 43.3
 EU0964
 EU0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0964!SPC AZ W     -   0.99991454  x   0.99994894  =   0.99986349
 EU0964!SPC CA 5     -   0.99991454  x   0.99996240  =   0.99987695
 EU0964!UTM  11      -   0.99991454  x   1.00045771  =   1.00037222
 EU0964
 EU0964                          SUPERSEDED SURVEY CONTROL
 EU0964
 EU0964  NAD 83(1992)-  34 14 06.43329(N)    114 08 10.57275(W) AD(       ) 2
 EU0964  NAD 83(1986)-  34 14 06.43506(N)    114 08 10.57958(W) AD(       ) 2
 EU0964  NAD 27      -  34 14 06.37900(N)    114 08 07.77200(W) AD(       ) 2
 EU0964  NGVD 29 (07/19/86)  574.8    (m)         1886.     (f) VERT ANG       
 EU0964
 EU0964.Superseded values are not recommended for survey control.
 EU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0964.See file dsdata.txt to determine how the superseded data were derived.
 EU0964
 EU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6376991937(NAD 83)
 EU0964_MARKER: DB = BENCH MARK DISK
 EU0964_SETTING: 66 = SET IN ROCK OUTCROP
 EU0964_SP_SET: SET IN ROCK OUTCROP
 EU0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0964+STABILITY: POSITION/ELEVATION WELL
 EU0964
 EU0964  HISTORY     - Date     Condition        Report By
 EU0964  HISTORY     - 1948     MONUMENTED       USGS
 EU0964
 EU0964                          STATION DESCRIPTION
 EU0964
 EU0964'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 EU0964'THE USGS BENCH MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY
 EU0964'BENCH MARK SET IN OUTCROP PROJECTING ABOUT 6 INCHES, AND IS
 EU0964'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2153 ***********************************************************************
 DU2153  DESIGNATION -  GIL 2
 DU2153  PID         -  DU2153
 DU2153  STATE/COUNTY-  AZ/MARICOPA
 DU2153  USGS QUAD   -  MESA (1982)
 DU2153
 DU2153                         *CURRENT SURVEY CONTROL
 DU2153  ___________________________________________________________________
 DU2153* NAD 83(1992)-  33 22 51.06617(N)    111 47 18.53823(W)     ADJUSTED  
 DU2153* NAVD 88     -       376.2    (meters)    1234.     (feet)  VERTCON   
 DU2153  ___________________________________________________________________
 DU2153  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DU2153  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU2153
 DU2153  HORZ ORDER  -  SECOND
 DU2153
 DU2153.The horizontal coordinates were established by classical geodetic methods
 DU2153.and adjusted by the National Geodetic Survey in August 1993..
 DU2153
 DU2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2153
 DU2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2153
 DU2153.The geoid height was determined by GEOID03.
 DU2153
 DU2153;                    North         East     Units Scale Factor Converg.
 DU2153;SPC AZ C     -   263,994.104   225,286.271   MT  0.99990175   +0 04 13.9
 DU2153;SPC AZ C     -   866,122.39    739,128.19   iFT  0.99990175   +0 04 13.9
 DU2153;UTM  12      - 3,693,787.156   426,660.377   MT  0.99966631   -0 26 01.8
 DU2153
 DU2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2153!SPC AZ C     -   0.99994561  x   0.99990175  =   0.99984736
 DU2153!UTM  12      -   0.99994561  x   0.99966631  =   0.99961194
 DU2153
 DU2153:                Primary Azimuth Mark                     Grid Az
 DU2153:SPC AZ C     -  ROADSIDE                                 089 52 09.1
 DU2153:UTM  12      -  ROADSIDE                                 090 22 24.8
 DU2153
 DU2153|---------------------------------------------------------------------|
 DU2153| PID    Reference Object                     Distance      Geod. Az  |
 DU2153|                                                           dddmmss.s |
 DU2153| DU2085 ROADSIDE                            APPROX.28.4 KM 0895623.0 |
 DU2153|---------------------------------------------------------------------|
 DU2153
 DU2153                          SUPERSEDED SURVEY CONTROL
 DU2153
 DU2153  NAD 83(1986)-  33 22 51.06066(N)    111 47 18.54236(W) AD(       ) 2
 DU2153  NAD 27      -  33 22 50.88793(N)    111 47 16.04057(W) AD(       ) 2
 DU2153  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG       
 DU2153
 DU2153.Superseded values are not recommended for survey control.
 DU2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2153.See file dsdata.txt to determine how the superseded data were derived.
 DU2153
 DU2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2666093787(NAD 83)
 DU2153_MARKER: DD = SURVEY DISK
 DU2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2153
 DU2153  HISTORY     - Date     Condition        Report By
 DU2153  HISTORY     - 1974     MONUMENTED       AZDT
 DU2153  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU2153
 DU2153                          STATION DESCRIPTION
 DU2153
 DU2153'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2153'THE STATION IS LOCATED ABOUT 3.7 MILES EAST SOUTHEAST OF MESA
 DU2153'AND 2 MILES NORTH OF GILBERT ON THE WEST SIDE OF GILBERT RD.
 DU2153'
 DU2153'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL 2
 DU2153'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DU2153'PROJECTING 0.2 FT.  THE STATION IS 36.5 FEET WEST OF GILBERT
 DU2153'RD. CENTERLINE AND 6.5 FT. EAST OF A CONCRETE LINED IRRIGATION
 DU2153'DITCH MARKED WITH A WITNESS POST.
 DU2153'
 DU2153'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL
 DU2153'2 RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU2153'SET FLUSH WITH THE GROUND.
 DU2153'
 DU2153'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL 2
 DU2153'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT SET
 DU2153'FLUSH WITH THE GROUND.
 DU2153'
 DU2153'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU2153'STATE ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5
 DU2153'MILES TO BASELINE RD. AND TURN EAST ON BASELINE RD. FOR 3
 DU2153'MILES TO GILBERT RD.  GO NORTH ON GILBERT RD. FOR 0.11 MILES TO
 DU2153'THE STATION ON THE LEFT (WEST).
 DU2153'
 DU2153'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2153
 DU2153                          STATION RECOVERY (2005)
 DU2153
 DU2153'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2153'THE ADJUSTED COORDINATES POINT 12 FEET INTO THE SOUTH BOUND LANES OF
 DU2153'RECENTLY WIDENED GILBERT ROAD. NO CONCRETE DITCH OR WITNESS POST WERE
 DU2153'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1267 ***********************************************************************
 DB1267  DESIGNATION -  GILA
 DB1267  PID         -  DB1267
 DB1267  STATE/COUNTY-  AZ/YUMA
 DB1267  USGS QUAD   -  FORTUNA (1979)
 DB1267
 DB1267                         *CURRENT SURVEY CONTROL
 DB1267  ___________________________________________________________________
 DB1267* NAD 83(1992)-  32 44 14.53251(N)    114 23 16.94698(W)     ADJUSTED  
 DB1267* NAVD 88     -       493.2    (meters)    1618.     (feet)  VERTCON   
 DB1267  ___________________________________________________________________
 DB1267  EPOCH DATE  -        1991.35
 DB1267  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DB1267  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DB1267
 DB1267  HORZ ORDER  -  FIRST
 DB1267
 DB1267.The horizontal coordinates were established by classical geodetic methods
 DB1267.and adjusted by the National Geodetic Survey in June 1996..
 DB1267.The horizontal coordinates are valid at the epoch date displayed above.
 DB1267.The epoch date for horizontal control is a decimal equivalence
 DB1267.of Year/Month/Day.
 DB1267
 DB1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1267
 DB1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1267
 DB1267.The geoid height was determined by GEOID03.
 DB1267
 DB1267;                    North         East     Units Scale Factor Converg.
 DB1267;SPC AZ W     -   192,814.734   153,560.475   MT  0.99997741   -0 20 42.2
 DB1267;SPC AZ W     -   632,594.27    503,807.33   iFT  0.99997741   -0 20 42.2
 DB1267;SPC CA 6     -   564,851.059 2,174,511.878   MT  1.00000797   +1 01 23.4
 DB1267;SPC CA 6     - 1,853,182.18  7,134,211.05   sFT  1.00000797   +1 01 23.4
 DB1267;UTM  11      - 3,625,190.635   744,754.124   MT  1.00033873   +1 24 47.6
 DB1267
 DB1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1267!SPC AZ W     -   0.99992783  x   0.99997741  =   0.99990524
 DB1267!SPC CA 6     -   0.99992783  x   1.00000797  =   0.99993580
 DB1267!UTM  11      -   0.99992783  x   1.00033873  =   1.00026653
 DB1267
 DB1267:                Primary Azimuth Mark                     Grid Az
 DB1267:SPC AZ W     -  CASTLE DOME PEAK                         030 59 26.0
 DB1267:SPC CA 6     -  CASTLE DOME PEAK                         029 37 20.4
 DB1267:UTM  11      -  CASTLE DOME PEAK                         029 13 56.2
 DB1267
 DB1267|---------------------------------------------------------------------|
 DB1267| PID    Reference Object                     Distance      Geod. Az  |
 DB1267|                                                           dddmmss.s |
 DB1267| DW0916 CASTLE DOME PEAK                    APPROX.44.8 KM 0303843.8 |
 DB1267| CF0719 GILA RM CROSS                         3.000 METERS 10651     |
 DB1267| CF0720 GILA RM 1                            16.890 METERS 11504     |
 DB1267| DB1349 YUMA AZ STA RESET                   APPROX.21.8 KM 2623352.9 |
 DB1267| DB1337 YUMA COURTHOUSE DOME                APPROX.22.0 KM 2661002.4 |
 DB1267| DB1320 PICACHO CAIRN                       APPROX.36.6 KM 3151113.7 |
 DB1267| CF0721 GILA RM 2                             7.112 METERS 34700     |
 DB1267|---------------------------------------------------------------------|
 DB1267
 DB1267                          SUPERSEDED SURVEY CONTROL
 DB1267
 DB1267  NAD 83(1992)-  32 44 14.53235(N)    114 23 16.94657(W) AD(       ) 1
 DB1267  NAD 83(1986)-  32 44 14.53728(N)    114 23 16.95367(W) AD(       ) 1
 DB1267  NAD 27      -  32 44 14.37100(N)    114 23 14.15200(W) AD(       ) 1
 DB1267  NGVD 29 (07/19/86)  492.5    (m)         1616.     (f) VERT ANG       
 DB1267
 DB1267.Superseded values are not recommended for survey control.
 DB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1267.See file dsdata.txt to determine how the superseded data were derived.
 DB1267
 DB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4475425191(NAD 83)
 DB1267_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1267_SETTING: 66 = SET IN ROCK OUTCROP
 DB1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1267
 DB1267  HISTORY     - Date     Condition        Report By
 DB1267  HISTORY     - 1911     MONUMENTED       CGS
 DB1267  HISTORY     - 1934     GOOD             CGS
 DB1267  HISTORY     - 1952     GOOD             USE
 DB1267  HISTORY     - 1964     GOOD             USGS
 DB1267  HISTORY     - 1981     GOOD             NGS
 DB1267
 DB1267                          STATION DESCRIPTION
 DB1267
 DB1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JSH)
 DB1267'THIS STATION IS ON THE MOST NORTHERN PEAK AT THE NW END OF THE
 DB1267'GILA MOUNTAINS, 2 MILES W OF DOME, A STATION ON THE SOUTHERN
 DB1267'PACIFIC AND 1-1/2 MILES S OF THE RAILROAD WHERE IT MAKES A
 DB1267'BEND ACROSS THE N POINT OF THE MOUNTAINS.  THERE ARE OTHER
 DB1267'AND HIGHER PEAKS S OF THE ONE ON WHICH THE STATION IS LOCATED.
 DB1267'
 DB1267'THE STATION IS MARKED BY A STANDARD BRONZE DISK CEMENTED
 DB1267'INTO A DRILL HOLE IN SOLID OUTCROPPING ROCK.
 DB1267'
 DB1267'THE REFERENCE MARK IS A CROSS CUT IN A SLOPING ROCK FACE,
 DB1267'3.00 METERS FROM THE STATION S 73 DEG 09 MIN E.
 DB1267
 DB1267                          STATION RECOVERY (1934)
 DB1267
 DB1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1267'THIS STATION MARK FOUND TO BE IN GOOD CONDITION.  NEW REFERENCE
 DB1267'MARKS WERE ESTABLISHED.
 DB1267'
 DB1267'STATION IS ON THE MOST NORTHERN OF THE HIGH POINTS OF THE
 DB1267'GILA RANGE OF MOUNTAINS ABOUT 2 MILES SW OF THE TOWN OF DOME,
 DB1267'AND ABOUT 15 MILES N OF E FROM YUMA.
 DB1267'
 DB1267'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 DB1267'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 DB1267'IN THE ROCK.
 DB1267'
 DB1267'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DB1267'IN OUTCROPPING BEDROCK.
 DB1267'
 DB1267'STATION REACHED FROM YUMA BY FOLLOWING U.S. HIGHWAY 80 EASTERLY
 DB1267'FROM THE POST OFFICE FOR 9.6 MILES, TURN RIGHT ON THE DOME ROAD,
 DB1267'GO 1.0 MILE, KEEP STRAIGHT AHEAD, GO 1.0 MILE, TURN RIGHT,
 DB1267'GO 8.3 MILES, TAKE RIGHT FORK (LEFT FORK GOES ACROSS THE
 DB1267'SUSPENSION BRIDGE), GO 1.8 MILES TO A ROAD ON THE RIGHT LEADING
 DB1267'UP A WASH AND UNDER A CONCRETE CULVERT.  GO 0.4 MILE UP THE
 DB1267'WASH AND TAKE THE LEFT FORK, GO 0.1 MILE TO THE END OF TRUCK
 DB1267'TRAVEL.  THE PEAK CAN BE SEEN FROM HERE TO THE S.  FROM HERE
 DB1267'FOLLOW THE WASH TO THE RIGHT AROUND THE END OF THE RIDGE IN
 DB1267'FRONT OF THE TRUCK, KEEPING TO THE LEFT FOR ABOUT 200 YARDS,
 DB1267'THEN RIGHT ON THE RIDGE ON THE RIGHT SIDE OF THE WASH, FOLLOW
 DB1267'THE OLD TRAIL TO THE MAIN WASH THAT HEADS UP JUST NE OF THE
 DB1267'PEAK, ENTER THIS CANYON AND FOLLOW IT TO THE TOP AND THE
 DB1267'STATION.  IT IS VERY STEEP AND ROUGH.  ABOUT 2-HOUR PACK.
 DB1267
 DB1267                          STATION RECOVERY (1952)
 DB1267
 DB1267'RECOVERY NOTE BY US ENGINEERS 1952
 DB1267'WOODEN POLE WITH GUY WIRES WAS FOUND OVER THE STATION MARK.
 DB1267'
 DB1267'TO REACH FROM YUMA, TRAVEL N ON HIGHWAY 95 TO MILEPOST 40.45
 DB1267'(15.65 MILES FROM FOURTH AVENUE IN YUMA AND 0.55 MILE BEFORE
 DB1267'REACHING MC PHAUL BRIDGE).  TURN RIGHT AND GO STRAIGHT AHEAD
 DB1267'2.0 MILES (DO NOT TURN RIGHT WHERE OLD HIGHWAY TURNS LEFT
 DB1267'TOWARD CANAL) ALONG THE S SIDE OF WELLTON-MOHAUK CANAL, TURN
 DB1267'RIGHT ON DIRT ROAD UNDER RAILROAD AND GO 0.4 MILE TO A TRIPLE
 DB1267'FORK IN A BURROW PIT AREA.  TAKE LEFT FORK ON HIGH GROUND
 DB1267'AND GO 0.3 MILE TO END OF TRUCK TRAVEL (TWO-WHEEL DRIVE WILL
 DB1267'DO).  POLE ON THE PEAK CAN BE SEEN FROM HERE.  WALK LEFT
 DB1267'ACROSS DITCHES TO FOOT TRAIL LEADING INTO CANYON.  CONTINUE
 DB1267'ALONG CANYON PAST A PALO VERDE TREE AND WATER HOLE IN SOLID
 DB1267'ROCK TO A JUNCTION IN THE RAVINE DISTINGUISHED BY A PALO
 DB1267'VERDE TREE ON THE LEFT AND A BOULDER IN THE CENTER.  TAKE
 DB1267'RIGHT FORK TO PEAK KEEPING LEFT OF MINE SHAFT.  IT IS A
 DB1267'ONE HOUR-50-MINUTE PACK.
 DB1267
 DB1267                          STATION RECOVERY (1964)
 DB1267
 DB1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1267'RECOVERED IN GOOD CONDITION.
 DB1267'
 DB1267'REACHED BY HELICOPTER.
 DB1267
 DB1267                          STATION RECOVERY (1981)
 DB1267
 DB1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1267'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DB1267'GOOD CONDITION.  THE ROUTE TO THE STATION DESCRIBED IN 1952 PASSES
 DB1267'UNDER THE RAILROAD WHERE A STEEL GATE IS USUALLY LOCKED BY THE YUMA
 DB1267'GOLD, GOLD MINING COMPANY.  A SECOND ROUTE TO THE STATION LEADS
 DB1267'THROUGH THE GATE UNDER THE RAILROAD WHICH MAINTAINED BY METRO SAND
 DB1267'AND GRAVEL COMPANY.  TO USE THIS ROUTE, TRAVEL EAST BETWEEN THE
 DB1267'GRAVEL PILES AND WASHING PONDS ALONG TRACK ROADS TO A NORTH-SOUTH
 DB1267'TRACK ROAD WHICH FOLLOWS THE EDGE OF THE MOUNTAINS BRIDGES AND
 DB1267'WASHES.  TURN LEFT UNTIL YOUR EACH A PROMINENET WASH WITH TRACK ROAD
 DB1267'LEADING INTO THE CANYON ALONG THE NORTH SIDE OF THE WASH.  FOLLOW
 DB1267'TRACK ROAD INTO CANYON FOR ABOUT 1/4 MILE TO POINT WHERE ROAD IS
 DB1267'WASHED OUT AND END OF TRUCK TRAVEL.  PACK EAST AND NORTHEAST UP THE
 DB1267'WASH AND RIDGES TO THE STATION WHICH IS ON THE NORTH HIGHPOINT OF THE
 DB1267'MOUNTAIN.  ABOUT A 1-HOUR PACK OVER STEEP ROUGH TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0783 ***********************************************************************
 DT0783  DESIGNATION -  GILA
 DT0783  PID         -  DT0783
 DT0783  STATE/COUNTY-  AZ/GRAHAM
 DT0783  USGS QUAD   -  GILA PEAK (1989)
 DT0783
 DT0783                         *CURRENT SURVEY CONTROL
 DT0783  ___________________________________________________________________
 DT0783* NAD 83(1992)-  33 11 36.94308(N)    109 57 07.16862(W)     ADJUSTED  
 DT0783* NAVD 88     -      2021.6    (meters)    6633.     (feet)  VERTCON   
 DT0783  ___________________________________________________________________
 DT0783  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 DT0783  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DT0783
 DT0783  HORZ ORDER  -  SECOND
 DT0783
 DT0783.The horizontal coordinates were established by classical geodetic methods
 DT0783.and adjusted by the National Geodetic Survey in August 1993..
 DT0783
 DT0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0783
 DT0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0783
 DT0783.The geoid height was determined by GEOID03.
 DT0783
 DT0783;                    North         East     Units Scale Factor Converg.
 DT0783;SPC AZ E     -   243,240.840   233,376.193   MT  0.99990494   +0 07 03.1
 DT0783;SPC AZ E     -   798,034.25    765,669.92   iFT  0.99990494   +0 07 03.1
 DT0783;UTM  12      - 3,673,238.424   597,688.442   MT  0.99971766   +0 34 25.7
 DT0783
 DT0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0783!SPC AZ E     -   0.99968682  x   0.99990494  =   0.99959179
 DT0783!UTM  12      -   0.99968682  x   0.99971766  =   0.99940456
 DT0783
 DT0783|---------------------------------------------------------------------|
 DT0783| PID    Reference Object                     Distance      Geod. Az  |
 DT0783|                                                           dddmmss.s |
 DT0783| CD2940 GILA RM 2                            10.665 METERS 00415     |
 DT0783| DT0784 T38N R2 3E SEC 2 CC SC18RO           23.513 METERS 04043     |
 DT0783| DT0782 P6 29 1/2 M WMIR                      1.850 METERS 06015     |
 DT0783| CD2939 GILA RM 1                             6.949 METERS 07213     |
 DT0783| CD2938 GILA AZ MK                                         0741107.8 |
 DT0783|---------------------------------------------------------------------|
 DT0783
 DT0783                          SUPERSEDED SURVEY CONTROL
 DT0783
 DT0783  NAD 83(1986)-  33 11 36.93877(N)    109 57 07.16933(W) AD(       ) 2
 DT0783  NAD 27      -  33 11 36.74220(N)    109 57 04.85670(W) AD(       ) 2
 DT0783  NGVD 29 (07/19/86) 2020.9    (m)         6630.     (f) VERT ANG       
 DT0783
 DT0783.Superseded values are not recommended for survey control.
 DT0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0783.See file dsdata.txt to determine how the superseded data were derived.
 DT0783
 DT0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9768873238(NAD 83)
 DT0783_MARKER: DD = SURVEY DISK
 DT0783_SETTING: 80 = SET IN A BOULDER
 DT0783_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0783
 DT0783  HISTORY     - Date     Condition        Report By
 DT0783  HISTORY     - 1960     MONUMENTED       USGS
 DT0783  HISTORY     - 1967     GOOD             AMS
 DT0783
 DT0783                          STATION DESCRIPTION
 DT0783
 DT0783'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 DT0783'THE STATION IS LOCATED ON GILA PEAK, ABOUT 31 MILES SOUTHEAST
 DT0783'OF SAN CARLOS, 11 MILES NORTH OF FORT THOMAS, AND 8 MILES
 DT0783'SOUTHWEST OF ARSENIC TUBS.
 DT0783'
 DT0783'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DT0783'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DT0783'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DT0783'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED
 DT0783'ROAD 7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DT0783'MILES TO A Y-FORK AND SIGNS POINT OF PINES CAMP AND ARSENIC
 DT0783'TUBS.  TAKE RIGHT FORK, AS PER SIGN ARSENIC TUBS, AND FOLLOW
 DT0783'THE GRADED ROAD EAST 9.2 MILES TO A Y-FORK.  TAKE RIGHT FORK,
 DT0783'AND GO SOUTHEAST AND EAST 13.7 MILES TO A Y-FORK AND JUST BEFORE
 DT0783'REACHING ARSENIC TUBS.  KEEP RIGHT FORK, SOUTHEAST, 0.4 MILE TO A
 DT0783'T-ROAD TO THE RIGHT, SOUTHWEST, AND FOLLOW THE TRACK ROAD 2.7
 DT0783'MILES TO A WIRE GATE.  PASS THROUGH GATE, AND CONTINUE
 DT0783'SOUTHWEST ON THE TRACK ROAD 2.2 MILES TO A Y-FORK.  TAKE LEFT
 DT0783'FORK, AND CONTINUE SOUTHWEST ON THE TRACK ROAD 2.0 MILES
 DT0783'TO A WIRE GATE.  PASS THROUGH GATE, AND CONTINUE SOUTHWEST
 DT0783'ON THE TRACK ROAD 0.15 MILE TO THE AZIMUTH MARK ON THE
 DT0783'SOUTHEAST SIDE OF THE ROAD.  THIS IS JUST AFTER PASSING AN
 DT0783'EARTH TANK.  CONTINUE AHEAD, SOUTHWEST, ON THE TRACK ROAD 0.5 MILE
 DT0783'TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE
 DT0783'HIGHEST POINT OF THE MOUNTAIN AND THE STATION.  THIS IS A 1-1/2
 DT0783'HOUR PACK.
 DT0783'
 DT0783'THE STATION MARK, WHICH HAS NO STAMPING, IS A U.S. GEOLOGICAL
 DT0783'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DT0783'3 INCHES.
 DT0783'
 DT0783'REFERENCE MARK NO. 1, STAMPED GILA NO 1 1960, IS A STANDARD
 DT0783'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 DT0783'THE GROUND.
 DT0783'
 DT0783'REFERENCE MARK NO. 2, STAMPED GILA NO 2 1960, IS A STANDARD
 DT0783'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 DT0783'
 DT0783'THE G.L.O. DISK, STAMPED P6 29 1/2M, MN1R 1915, IS A U.S.
 DT0783'GOVERNMENT LAND OFFICE DISK RIVETED TO THE TOP OF A 1 INCH IRON
 DT0783'PIPE THAT PROJECTS 2 FEET.
 DT0783'
 DT0783'THE CADASTRAL SURVEY DISK, STAMPED T 38 R2 3E S2 CC SC18RO 1955,
 DT0783'IS A U.S. BUREAU OF LAND MANAGEMENT DISK RIVETED TO THE TOP OF
 DT0783'2 INCH IRON PIPE THAT PROJECTS 2 FEET.
 DT0783'
 DT0783'THE AZIMUTH MARK, STAMPED GILA 1960, IS A STANDARD DISK CEMENTED
 DT0783'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS THE
 DT0783'ONLY LARGE BOULDER IN THE GENERAL VICINITY.  IT IS 65 FEET
 DT0783'SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 DT0783
 DT0783                          STATION RECOVERY (1967)
 DT0783
 DT0783'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0783'STATION IS LOCATED ON GILA PEAK ABOUT 31.9 AIRMILES (SE) OF
 DT0783'SAN CARLOS, AND 16.9 AIRMILES (SW) OF POINT OF PINES.
 DT0783'
 DT0783'TO REACH FROM INTERSECTION OF HWYS U.S. 70 AND ARIZONA 170 AT
 DT0783'PERIDOT GO (E) ON U.S. 70 FOR 5 MILES TO A ROAD LEFT (N) TURN LEFT
 DT0783'(N) AND GO 37 MI. TO Y INTERSECTION, TAKE RIGHT FORK (E) AND GO 0.6
 DT0783'MILE TO ANOTHER Y INTERSECTION, TAKE RIGHT FORK (SE) AND GO 0.3
 DT0783'MILE TO ROAD RIGHT (S), TURN RIGHT (S) FOR 10 YARDS TO Y
 DT0783'INTERSECTION, TAKE RIGHT FORK (SSE) AND GO 2.8 MILES TO A WIRE
 DT0783'GATE, PASS THROUGH GATE AND GO 1.8 MILES TO Y INTERSECTION,
 DT0783'TAKE RIGHT FORK (S) AND GO 0.3 MILE TO ANOTHER Y INTERSECTION,
 DT0783'TAKE LEFT FORK (S) AND GO 1.2 MILES TO Y INTERSECTION, TAKE
 DT0783'LEFT FORK (SSE) FOR 0.7 MILE TO WIRE GATE, PASS THROUGH
 DT0783'GATE AND GO 0.2 MILE TO AZIMUTH MARK LOCATED 65 FT (SE) OF
 DT0783'CENTERLINE OF ROAD AND NEAR (SW) CORNER OF A TANK.  AZIMUTH
 DT0783'MARK IS ON A LONE BOULDER 2 FEET HIGH.  FROM AZIMUTH MARK
 DT0783'PROCEED CROSS-COUNTRY (WSW) 0.2 MI TO END OF TRUCK TRAVEL,
 DT0783'PACK (S) 0.2 MI. TO LARGE GULLY, GO (SW) UP GULLY TO PEAK AND
 DT0783'STATION.  TWO HOUR PACK.
 DT0783'
 DT0783'STATION MARK IS A STANDARD USGS BRONZE DISK STAMPED 1900.
 DT0783'
 DT0783'REFERENCE MARK 1 IS A STANDARD USC AND GS R.M. DISK STAMPED GILA
 DT0783'1 1960.  FROM THE STATION IT IS (ENE) ON A MAG AZ 73 DEG AT
 DT0783'A DISTANCE OF 22.8 FT AND A DE OF -0.9 FEET.
 DT0783'
 DT0783'REFERENCE MARK 2 IS A STANDARD USC AND GS R.M. DISK STAMPED GILA
 DT0783'2 1960.  AND IS (N) ON A MAG AZ OF 5 DEG AT A DISTANCE OF 34.99
 DT0783'FT AND A DE OF -1.5 FT.
 DT0783'
 DT0783'A 1915 GLO DISK STAMPED PL 29-1/2 M WMIR IS RIVETED TO TOP OF
 DT0783'AN IRON PIPE PROJECTING 1.8 FT AND IS 6.07 FT (ENE) OF STATION
 DT0783'ON A MAG AZ OF 60 DEG AND A DE OF -0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1549 ***********************************************************************
 DA1549  DESIGNATION -  GILA
 DA1549  PID         -  DA1549
 DA1549  STATE/COUNTY-  AZ/MARICOPA
 DA1549  USGS QUAD   -  GILA BEND (1973)
 DA1549
 DA1549                         *CURRENT SURVEY CONTROL
 DA1549  ___________________________________________________________________
 DA1549* NAD 83(1992)-  32 56 59.01399(N)    112 41 48.67356(W)     ADJUSTED  
 DA1549* NAVD 88     -       239.3    (meters)     785.     (feet)  VERTCON   
 DA1549  ___________________________________________________________________
 DA1549  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DA1549  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA1549
 DA1549  HORZ ORDER  -  SECOND
 DA1549
 DA1549.The horizontal coordinates were established by classical geodetic methods
 DA1549.and adjusted by the National Geodetic Survey in August 1993..
 DA1549
 DA1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1549
 DA1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1549
 DA1549.The geoid height was determined by GEOID03.
 DA1549
 DA1549;                    North         East     Units Scale Factor Converg.
 DA1549;SPC AZ C     -   216,446.661   140,414.053   MT  0.99996559   -0 25 27.7
 DA1549;SPC AZ C     -   710,126.84    460,676.03   iFT  0.99996559   -0 25 27.7
 DA1549;UTM  12      - 3,646,991.294   341,387.611   MT  0.99991020   -0 55 23.2
 DA1549
 DA1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1549!SPC AZ C     -   0.99996735  x   0.99996559  =   0.99993294
 DA1549!UTM  12      -   0.99996735  x   0.99991020  =   0.99987755
 DA1549
 DA1549:                Primary Azimuth Mark                     Grid Az
 DA1549:SPC AZ C     -  ROUTE 84 DISK                            055 39 26.9
 DA1549:UTM  12      -  ROUTE 84 DISK                            056 09 22.4
 DA1549
 DA1549|---------------------------------------------------------------------|
 DA1549| PID    Reference Object                     Distance      Geod. Az  |
 DA1549|                                                           dddmmss.s |
 DA1549| CH4257 ROUTE 84 DISK                                      0551359.2 |
 DA1549| CH5211 GILA RM 2                            12.286 METERS 10157     |
 DA1549| CH4647 ROUTE 84 STA 73+25.97 POC                          1354449.2 |
 DA1549| CH5210 GILA RM 1                            10.671 METERS 19731     |
 DA1549| DA1551 GILA BEND AFB WATER TANK            APPROX. 8.2 KM 2030624.4 |
 DA1549| DA1550 RNG GILA BENC GBN                   APPROX. 2.3 KM 2921017.5 |
 DA1549|---------------------------------------------------------------------|
 DA1549
 DA1549                          SUPERSEDED SURVEY CONTROL
 DA1549
 DA1549  NAD 83(1986)-  32 56 59.00658(N)    112 41 48.67782(W) AD(       ) 2
 DA1549  NAD 27      -  32 56 58.84450(N)    112 41 46.08340(W) AD(       ) 2
 DA1549  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG       
 DA1549
 DA1549.Superseded values are not recommended for survey control.
 DA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1549.See file dsdata.txt to determine how the superseded data were derived.
 DA1549
 DA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4138846991(NAD 83)
 DA1549_MARKER: DS = TRIANGULATION STATION DISK
 DA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1549
 DA1549  HISTORY     - Date     Condition        Report By
 DA1549  HISTORY     - 1960     MONUMENTED       CGS
 DA1549  HISTORY     - 1970     GOOD             NGS
 DA1549  HISTORY     - 1974     GOOD             NGS
 DA1549  HISTORY     - 1980     POOR             NGS
 DA1549  HISTORY     - 19941201 GOOD             USPSQD
 DA1549
 DA1549                          STATION DESCRIPTION
 DA1549
 DA1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1549'THE STATION IS 0.15 MILE SOUTHEAST ALONG STATE ROUTE 84 FROM
 DA1549'ITS JUNCTION WITH U.S. HIGHWAY 80, 1 MILE EAST OF THE CENTER
 DA1549'OF GILA BEND, 18 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 DA1549'84 AND 14 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 DA1549'NORTHEAST SIDE OF THE RAILROAD OVERPASS.
 DA1549'
 DA1549'THE STATION, WITH UNDERGROUND MARK, STAMPED GILA 1960 IS A
 DA1549'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 DA1549'
 DA1549'REFERENCE MARK 1 IS A STANDARD DISK OF THE ARIZONA HIGHWAY
 DA1549'DEPARTMENT SET IN THE TOP OF THE CURB 12 FEET SOUTHWEST OF THE
 DA1549'CENTER LINE OF THE HIGHWAY AND 5 FEET SOUTHEAST OF THE NORTHWEST
 DA1549'END OF THE OVERPASS.
 DA1549'
 DA1549'THE AZIMUTH MARK TO THE NORTHEAST IS A STANDARD DISK OF THE
 DA1549'ARIZONA HIGHWAY DEPARTMENT SET IN THE TOP AND CENTER OF THE
 DA1549'SOUTH BRIDGE ABUTMENT 0.4 MILE EAST OF THE STATION ALONG U.S.
 DA1549'HIGHWAY 80 AND 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 DA1549'IT IS NOT STAMPED.
 DA1549'
 DA1549'THE AZIMUTH MARK TO THE SOUTHEAST, STAMPED 73+25.97 1959, IS A
 DA1549'STANDARD DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A 6-INCH
 DA1549'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING AREA,
 DA1549'100 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE ROUTE
 DA1549'84, 40 FEET SOUTH OF THE CORNER OF A RAILROAD TIE FENCE, 6
 DA1549'INCHES EAST OF THE FENCE AND 6 INCHES WEST OF A RIGHT OF WAY
 DA1549'POST LETTERED P.O.C. 73 + 25.97 HWY R OF W.  IT IS 1.25 MILES
 DA1549'SOUTHEAST OF THE STATION ALONG STATE ROUTE 84.
 DA1549
 DA1549                          STATION RECOVERY (1970)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DA1549'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARKS WERE
 DA1549'RECOVERED.  THE STATION MARK IS PROJECTING ABOUT 1-1/2 FEET
 DA1549'AND WAS RE-INFORCED AT THIS TIME AND REFERENCE MARK 2 WAS
 DA1549'ESTABLISHED.
 DA1549'
 DA1549'THE STATION IS LOCATED ON TOP OF THE OVERPASS WHERE STATE
 DA1549'HIGHWAY 84 PASSES OVER THE RAILROAD AT THE SOUTHEAST END OF
 DA1549'GILA BEND.
 DA1549'
 DA1549'THE STATION MARK IS A STANDARD DISK STAMPED, GILA 1960.  IT
 DA1549'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 18 INCHES
 DA1549'SQUARE AT THE TOP AND ABOUT 14 INCHES AT GROUND LEVEL.  IT IS
 DA1549'45 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE EAST BRIDGE,
 DA1549'28 FEET WEST OF THE EAST GUARD RAIL AND 6 FEET EAST OF THE
 DA1549'WEST GUARD RAIL.
 DA1549'
 DA1549'REFERENCE MARK 1 IS AN UNSTAMPED ARIZONA HIGHWAY DEPARTMENT
 DA1549'DISK WHICH IS SET IN A DRILL HOLE IN THE WHEEL GUARD NEAR
 DA1549'THE SOUTHEAST END OF THE WEST BRIDGE.
 DA1549'
 DA1549'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GILA 1960 NO 2
 DA1549'1970.  IT IS SET IN A DRILL HOLE IN THE 2X2 FOOT CONCRETE
 DA1549'BASE WHICH SUPPORTS A SIGNAL LAMP.  IT IS 8 FEET NORTH OF THE
 DA1549'NORTHWEST CORNER OF THE EAST BRIDGE AND 4 FEET WEST OF A
 DA1549'GUARD RAIL.
 DA1549'
 DA1549'AZIMUTH MARK (73+25.97 AHD) IS SET IN THE TOP OF A SMALL
 DA1549'CONCRETE POST IN A FENCE CORNER BY A PAINTED ANGLE IRON POST.
 DA1549'IT IS ABOUT 100 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DA1549'HIGHWAY.
 DA1549'
 DA1549'NOTE--CAUTION SHOULD BE EXERCISED IN USING THE UNSTAMPED AHD
 DA1549'AZIMUTH MARK WHICH IS PREVIOUSLY DESCRIBED IN A BRIDGE 0.4
 DA1549'MILE NORTHEAST OF THE STATION.  THERE ARE TWO DISKS SET ONLY
 DA1549'A FEW FEET APART.
 DA1549'
 DA1549'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1549'
 DA1549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1549'EAST OF GILA BEND.
 DA1549
 DA1549                          STATION RECOVERY (1974)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 DA1549'THE STATION MARK, R.M. 1, AND R.M. 2 WERE RECOVERED AND FOUND
 DA1549'IN GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS CHECK
 DA1549'THE 1970 VALUES ABOUT 1 MINUTE AND THE DISTANCE TO R.M. 2
 DA1549'CHECKS FLAT AND R.M. 1 CHECKS 0.008 METERS.
 DA1549'
 DA1549'TO REACH THE STATION FROM EUCLID AVE IN GILA BEND, GO EAST
 DA1549'ALONG I-8 FOR 1 MILE TO THE OVERPASS WHERE STATE ROUTE 84
 DA1549'PASSES OVER U.S. 80 AND THE RAILROAD.  THE STATION IS LOCATED
 DA1549'ON TOP OF OVERPASS BETWEEN NORTH AND SOUTH BOUND LANES AND
 DA1549'BETWEEN THE RAILROAD BRIDGE AND U.S. 80.
 DA1549'
 DA1549'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1549'
 DA1549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1549'EAST OF GILA BEND
 DA1549
 DA1549                          STATION RECOVERY (1980)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BWM)
 DA1549'STATION MARK RECOVERED AS DESCRIBED, MARK IS IN POOR CONDITION, POST
 DA1549'HAS BEEN PARTIALLY DUG UP, BUT IS STILL INTACT.
 DA1549
 DA1549                          STATION RECOVERY (1994)
 DA1549
 DA1549'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1280 ***********************************************************************
 DA1280  DESIGNATION -  GILA BEND
 DA1280  PID         -  DA1280
 DA1280  STATE/COUNTY-  AZ/MARICOPA
 DA1280  USGS QUAD   -  GILA BEND (1973)
 DA1280
 DA1280                         *CURRENT SURVEY CONTROL
 DA1280  ___________________________________________________________________
 DA1280* NAD 83(1992)-  32 56 50.63985(N)    112 42 47.44220(W)     ADJUSTED  
 DA1280* NAVD 88     -       226.16   (+/-2cm)     742.0    (feet)  VERTCON   
 DA1280  ___________________________________________________________________
 DA1280  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DA1280  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1280
 DA1280  HORZ ORDER  -  THIRD
 DA1280  VERT ORDER  -  THIRD ? (See Below)
 DA1280
 DA1280.The horizontal coordinates were established by classical geodetic methods
 DA1280.and adjusted by the National Geodetic Survey in August 1993..
 DA1280
 DA1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1280.The vertical order pertains to the NGVD 29 superseded value.
 DA1280
 DA1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1280
 DA1280.The geoid height was determined by GEOID03.
 DA1280
 DA1280;                    North         East     Units Scale Factor Converg.
 DA1280;SPC AZ C     -   216,200.122   138,885.742   MT  0.99996837   -0 25 59.6
 DA1280;SPC AZ C     -   709,317.99    455,661.88   iFT  0.99996837   -0 25 59.6
 DA1280;UTM  12      - 3,646,758.080   339,857.295   MT  0.99991622   -0 55 55.0
 DA1280
 DA1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1280!SPC AZ C     -   0.99996941  x   0.99996837  =   0.99993778
 DA1280!UTM  12      -   0.99996941  x   0.99991622  =   0.99988563
 DA1280
 DA1280:                Primary Azimuth Mark                     Grid Az
 DA1280:SPC AZ C     -  BEND                                     353 12 50.4
 DA1280:UTM  12      -  BEND                                     353 42 45.8
 DA1280
 DA1280|---------------------------------------------------------------------|
 DA1280| PID    Reference Object                     Distance      Geod. Az  |
 DA1280|                                                           dddmmss.s |
 DA1280| DV1834 BEND                                APPROX. 9.3 KM 3524650.8 |
 DA1280|---------------------------------------------------------------------|
 DA1280
 DA1280                          SUPERSEDED SURVEY CONTROL
 DA1280
 DA1280  NAD 83(1986)-  32 56 50.63216(N)    112 42 47.44610(W) AD(       ) 3
 DA1280  NGVD 29 (06/20/88)  225.58   (m)          740.1    (f) LEVELING    3  
 DA1280
 DA1280.Superseded values are not recommended for survey control.
 DA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1280.See file dsdata.txt to determine how the superseded data were derived.
 DA1280
 DA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3985746758(NAD 83)
 DA1280_MARKER: Z = SEE DESCRIPTION
 DA1280_SETTING: 0 = UNSPECIFIED SETTING
 DA1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1280
 DA1280  HISTORY     - Date     Condition        Report By
 DA1280  HISTORY     - 1949     MONUMENTED       USGS
 DA1280  HISTORY     - 19941201 MARK NOT FOUND   USPSQD
 DA1280  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA1280
 DA1280                          STATION DESCRIPTION
 DA1280
 DA1280'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1280'LOCATED IN TOWN OF GILA BEND AT SOUTHERN PACIFIC PUMP HOUSE FOR
 DA1280'BOILING WATER SUPPLY OVER WHICH IS A 60-FT WOODEN TOWER, CENTER
 DA1280'OF WHICH IS STATION.
 DA1280'
 DA1280'NO TO REACH GIVEN.
 DA1280'
 DA1280'STATION MARK--FILED CROSS ON CAP OF ROTARY PUMP NEAR CENTER OF
 DA1280'TOWER.  (A CHISELED CROSS IS IN NORTHEAST CORNER OF TOP OF
 DA1280'CONCRETE PUMP FOUNDATION FOR PLANETABLE ELEVATION)
 DA1280'
 DA1280'RM 1--NGS BM DISK STAMPED---Z 13 1927 RM NO 1 GILA BEND 1948---, IN
 DA1280'TOP OF CONCRETE POST.  (PREVIOUSLY STAMPED---Z 13 1927---)
 DA1280'
 DA1280'RM 2--STANDARD RM TABLET STAMPED---GILA BEND NO 2 1948---, IN TOP
 DA1280'OF 6-INCH ROUND TILE PIPE FILLED WITH CONCRETE.
 DA1280'
 DA1280'1973 NOTE FROM FORM 9-1165--WATER TOWER HAS BEEN REMOVED AND
 DA1280'CHISELED CROSS NOT FOUND IN REMAINS OF FOUNDATION.
 DA1280
 DA1280                          STATION RECOVERY (1994)
 DA1280
 DA1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1280'MARK NOT FOUND.
 DA1280
 DA1280                          STATION RECOVERY (2001)
 DA1280
 DA1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1280'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1551 ***********************************************************************
 DA1551  DESIGNATION -  GILA BEND AFB WATER TANK
 DA1551  PID         -  DA1551
 DA1551  STATE/COUNTY-  AZ/MARICOPA
 DA1551  USGS QUAD   -  GILA BEND (1973)
 DA1551
 DA1551                         *CURRENT SURVEY CONTROL
 DA1551  ___________________________________________________________________
 DA1551* NAD 83(1992)-  32 52 55.38084(N)    112 43 51.86392(W)     ADJUSTED  
 DA1551* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 DA1551  ___________________________________________________________________
 DA1551  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DA1551  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1551
 DA1551  HORZ ORDER  -  THIRD
 DA1551
 DA1551.The horizontal coordinates were established by classical geodetic methods
 DA1551.and adjusted by the National Geodetic Survey in August 1993..
 DA1551
 DA1551.The orthometric height was scaled from a topographic map.
 DA1551
 DA1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1551
 DA1551.The geoid height was determined by GEOID03.
 DA1551
 DA1551;                    North         East     Units Scale Factor Converg.
 DA1551;SPC AZ C     -   208,965.862   137,156.533   MT  0.99997158   -0 26 31.8
 DA1551;SPC AZ C     -   685,583.54    449,988.63   iFT  0.99997158   -0 26 31.8
 DA1551;UTM  12      - 3,639,539.494   338,065.327   MT  0.99992334   -0 56 24.1
 DA1551
 DA1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1551!SPC AZ C     -   0.99996352  x   0.99997158  =   0.99993510
 DA1551!UTM  12      -   0.99996352  x   0.99992334  =   0.99988687
 DA1551
 DA1551                          SUPERSEDED SURVEY CONTROL
 DA1551
 DA1551  NAD 83(1986)-  32 52 55.37332(N)    112 43 51.86877(W) AD(       ) 3
 DA1551  NAD 27      -  32 52 55.20620(N)    112 43 49.26630(W) AD(       ) 3
 DA1551
 DA1551.Superseded values are not recommended for survey control.
 DA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1551.See file dsdata.txt to determine how the superseded data were derived.
 DA1551
 DA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3806539539(NAD 83)
 DA1551_MARKER: 53 = ELEVATED TANK
 DA1551
 DA1551  HISTORY     - Date     Condition        Report By
 DA1551  HISTORY     - 1960     FIRST OBSERVED   CGS
 DA1551  HISTORY     - 1968     GOOD             AMS
 DA1551  HISTORY     - 20010730 GOOD             NGS
 DA1551
 DA1551                          STATION DESCRIPTION
 DA1551
 DA1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1551'THE STATION IS ON THE GILA BEND AIR FORCE BASE RESERVATION.
 DA1551'TO REACH FROM THE POST OFFICE AT GILA BEND GO SOUTH ON STATE
 DA1551'HIGHWAY 85 FOR 3.6 MILES TO THE ENTRANCE ROAD TO THE BASE,
 DA1551'THENCE 0.6 MILE SOUTHEAST TO THE TANK.  THE STATION IS A
 DA1551'FOUR LEGGED STEEL STRUCTURE PAINTED RED AND WHITE AND IS
 DA1551'ABOUT 120 FEET IN ELEVATION.  THE POINT THAT WAS INTERSECTED
 DA1551'IS THE RED LIGHT ON TOP OF THE TANK.
 DA1551
 DA1551                          STATION RECOVERY (1968)
 DA1551
 DA1551'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA1551'TANK WAS OBSERVED AS AZIMUTH FEATURE WITH GOOD DIRECTION CHECKS.
 DA1551
 DA1551                          STATION RECOVERY (2001)
 DA1551
 DA1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1551'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA0700 ***********************************************************************
 DA0700  DESIGNATION -  GILA BEND MAGNETIC STA
 DA0700  PID         -  DA0700
 DA0700  STATE/COUNTY-  AZ/MARICOPA
 DA0700  USGS QUAD   -  GILA BEND (1973)
 DA0700
 DA0700                         *CURRENT SURVEY CONTROL
 DA0700  ___________________________________________________________________
 DA0700* NAD 83(1986)-  32 56 45.     (N)    112 43 12.     (W)     SCALED    
 DA0700* NAVD 88     -       223.94   (+/-2cm)     734.7    (feet)  VERTCON   
 DA0700  ___________________________________________________________________
 DA0700  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0700
 DA0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0700
 DA0700.The horizontal coordinates were scaled from a topographic map and have
 DA0700.an estimated accuracy of +/- 6 seconds.
 DA0700
 DA0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0700.The vertical order pertains to the NGVD 29 superseded value.
 DA0700
 DA0700.The geoid height was determined by GEOID03.
 DA0700
 DA0700;                    North         East    Units  Estimated Accuracy
 DA0700;SPC AZ C     -   216,030.      138,250.      MT  (+/- 180 meters Scaled)
 DA0700
 DA0700                          SUPERSEDED SURVEY CONTROL
 DA0700
 DA0700  NGVD 29 (??/??/92)  223.365  (m)          732.82   (f) ADJ UNCH    1 2
 DA0700
 DA0700.Superseded values are not recommended for survey control.
 DA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0700.See file dsdata.txt to determine how the superseded data were derived.
 DA0700
 DA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB392465(NAD 83)
 DA0700_MARKER: DB = BENCH MARK DISK
 DA0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0700_SP_SET: CONCRETE MOUND
 DA0700_STAMPING: ELEV 732.768 FT 1923
 DA0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0700
 DA0700  HISTORY     - Date     Condition        Report By
 DA0700  HISTORY     - 1923     MONUMENTED       CGS
 DA0700  HISTORY     - 1949     GOOD             NGS
 DA0700  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0700  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0700  HISTORY     - 19941201 GOOD             USPSQD
 DA0700  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0700  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0700
 DA0700                          STATION DESCRIPTION
 DA0700
 DA0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0700'IN GILA BEND.
 DA0700'AT GILA BEND, MARICOPA COUNTY, AT THE WEST EDGE OF TOWN, 269 FEET
 DA0700'NORTH OF THE CENTERLINE OF THE SOUTHERN PACIFIC CO. RAILROAD TRACK, 97
 DA0700'FEET NORTH OF THE FENCE AROUND THE GENERAL PETROLEUM CO. WAREHOUSE, 4
 DA0700'FEET EAST OF THE PROLONGATION OF THE WEST WALL OF THE BUILDING, AND 5
 DA0700'FEET NORTH OF THE PROLONGATION OF A ROW OF POWER TRANSMISSION LINE
 DA0700'POLES.  A STANDARD MAGNETIC STATION DISK, STAMPED ELEV 732.768 FT 1923
 DA0700'AND SET IN THE TOP OF A 1-1/2 FOOT CONCRETE MOUND PROJECTING 4 INCHES
 DA0700'ABOVE GROUND.
 DA0700
 DA0700                          STATION RECOVERY (1980)
 DA0700
 DA0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0700'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DA0700
 DA0700                          STATION RECOVERY (1980)
 DA0700
 DA0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0700'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DA0700
 DA0700                          STATION RECOVERY (1994)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0700'RECOVERED IN GOOD CONDITION.
 DA0700
 DA0700                          STATION RECOVERY (2006)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0700'NOT FOUND.
 DA0700
 DA0700                          STATION RECOVERY (2006)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2131 ***********************************************************************
 DU2131  DESIGNATION -  GILA BUTTE
 DU2131  PID         -  DU2131
 DU2131  STATE/COUNTY-  AZ/PINAL
 DU2131  USGS QUAD   -  GILA BUTTE (1981)
 DU2131
 DU2131                         *CURRENT SURVEY CONTROL
 DU2131  ___________________________________________________________________
 DU2131* NAD 83(1992)-  33 09 20.71852(N)    111 51 43.12903(W)     ADJUSTED  
 DU2131* NAVD 88     -       505.1    (meters)    1657.     (feet)  VERTCON   
 DU2131  ___________________________________________________________________
 DU2131  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DU2131  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU2131
 DU2131  HORZ ORDER  -  FIRST
 DU2131
 DU2131.The horizontal coordinates were established by classical geodetic methods
 DU2131.and adjusted by the National Geodetic Survey in August 1993..
 DU2131
 DU2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2131
 DU2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2131
 DU2131.The geoid height was determined by GEOID03.
 DU2131
 DU2131;                    North         East     Units Scale Factor Converg.
 DU2131;SPC AZ C     -   239,025.302   218,461.110   MT  0.99990032   +0 01 47.7
 DU2131;SPC AZ C     -   784,203.75    716,735.93   iFT  0.99990032   +0 01 47.7
 DU2131;UTM  12      - 3,668,884.898   419,617.945   MT  0.99967966   -0 28 17.2
 DU2131
 DU2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2131!SPC AZ C     -   0.99992541  x   0.99990032  =   0.99982574
 DU2131!UTM  12      -   0.99992541  x   0.99967966  =   0.99960510
 DU2131
 DU2131:                Primary Azimuth Mark                     Grid Az
 DU2131:SPC AZ C     -  TT Y 24                                  033 32 00.8
 DU2131:UTM  12      -  TT Y 24                                  034 02 05.7
 DU2131
 DU2131|---------------------------------------------------------------------|
 DU2131| PID    Reference Object                     Distance      Geod. Az  |
 DU2131|                                                           dddmmss.s |
 DU2131| CH5612 TT Y 24                                            0333348.5 |
 DU2131| CH5213 GILA BUTTE RM 1                       5.690 METERS 04059     |
 DU2131| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX. 6.3 KM 0544225.1 |
 DU2131| CH5212 GILA BUTTE RM 3 AZIMUTH                            0625047.4 |
 DU2131| CH5214 GILA BUTTE RM 2                      15.294 METERS 12019     |
 DU2131| DU2115 SACATON WATER TANK OLD              APPROX.14.1 KM 1261309.6 |
 DU2131| DU2117 SACATON WATER TANK                  APPROX.14.1 KM 1262434.7 |
 DU2131| DU2118 SACATON PEAK AIR BEACON             APPROX.24.3 KM 1335957.2 |
 DU2131|---------------------------------------------------------------------|
 DU2131
 DU2131                          SUPERSEDED SURVEY CONTROL
 DU2131
 DU2131  NAD 83(1986)-  33 09 20.71205(N)    111 51 43.13261(W) AD(       ) 1
 DU2131  NAD 27      -  33 09 20.52060(N)    111 51 40.63580(W) AD(       ) 1
 DU2131  NGVD 29 (07/19/86)  504.6    (m)         1656.     (f) VERT ANG       
 DU2131
 DU2131.Superseded values are not recommended for survey control.
 DU2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2131.See file dsdata.txt to determine how the superseded data were derived.
 DU2131
 DU2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1961868885(NAD 83)
 DU2131_MARKER: DS = TRIANGULATION STATION DISK
 DU2131_SETTING: 66 = SET IN ROCK OUTCROP
 DU2131
 DU2131  HISTORY     - Date     Condition        Report By
 DU2131  HISTORY     - 1935     MONUMENTED       CGS
 DU2131  HISTORY     - 1959     GOOD             AMS
 DU2131  HISTORY     - 1962     GOOD             CGS
 DU2131  HISTORY     - 1966     GOOD             AMS
 DU2131  HISTORY     - 1976     GOOD             NGS
 DU2131  HISTORY     - 1986     GOOD             LOCSUR
 DU2131
 DU2131                          STATION DESCRIPTION
 DU2131
 DU2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2131'ON THE HIGHEST AND MOST SOUTHEASTERN PEAK OF GILA BUTTE, JUST
 DU2131'NORTH OF THE GILA RIVER, ABOUT 10 MILES, AIR LINE, SOUTH BY WEST
 DU2131'OF THE TOWN OF CHANDLER AND 4 MILES SOUTHWEST OF STATE HIGHWAY NO.
 DU2131'87.  MARKED BY A STANDARD BRONZE DISK.
 DU2131'JUST EAST OF SHALLOW SADDLE IN BEDROCK, ON TOP OF ROCKY OUTCROP.
 DU2131'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2131'IS 5.693 METERS (18.68 FEET) FROM STATION N 40 DEG 58 MIN E.
 DU2131'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DU2131'DISK, IS 15.284 METERS (50.14 FEET) FROM STATION
 DU2131'S 59 DEG 41 MIN E.  REFERENCE MARK NO. 3, USED AS AN
 DU2131'AZIMUTH MARK, IS A STANDARD DISK SET IN A CULVERT HEAD ABOUT
 DU2131'ONE-HALF MILE FROM STATION N 62 DEG 51 MIN E.
 DU2131
 DU2131                          STATION RECOVERY (1959)
 DU2131
 DU2131'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DU2131'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DU2131
 DU2131                          STATION RECOVERY (1962)
 DU2131
 DU2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2131'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DU2131'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED WITH THE ORIGINAL
 DU2131'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE
 DU2131'REFERENCE MARKS.
 DU2131'
 DU2131'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DU2131'
 DU2131'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CHANDLER, 1-1/4
 DU2131'MILES WEST OF STATE ROUTE 93, JUST NORTH OF THE GILA RIVER AND ON
 DU2131'THE HIGHEST AND MOST SOUTHEASTERLY PEAK OF GILA BUTTE.
 DU2131'
 DU2131'TO REACH FROM THE SOUTHWEST CORNER OF SQUARE AT E. BOSTON AND
 DU2131'ARIZONA AVENUE IN CHANDLER, GO SOUTH ON ARIZONA AVENUE (STATE
 DU2131'ROUTE 93 AND 87) FOR 6.8 MILES TO JUNCTION OF STATE ROUTE 93 AND
 DU2131'87, KEEP RIGHT STRAIGHT AHEAD ON STATE ROUTE 93 FOR 3.1 MILES TO
 DU2131'CROSSROAD, TURN RIGHT AND GO WEST 0.35 MILE TO A SIDE ROAD LEFT
 DU2131'AND AZIMUTH MARK ON LEFT, CONTINUE WEST FOR 0.4 MILE TO JUNCTION
 DU2131'OF 3 FORKS, KEEP LEFT AND TAKE MIDDLE FORK AND GO SOUTHWEST FOR
 DU2131'0.1 MILE TO FORK, KEEP LEFT AND GO 0.2 MILE TO POWERLINE, TURN
 DU2131'RIGHT ON POWERLINE ROAD AND GO WEST FOR 0.35 MILE TO TOP OF
 DU2131'SADDLE BETWEEN HILLS TO SIDE ROAD LEFT AND 3 POWERLINE POLES
 DU2131'ON RIGHT, TURN RIGHT AND GO SOUTH 0.05 MILE TO END OF TRUCK
 DU2131'TRAVEL.  FROM HERE PACK SOUTH UP LEFT SIDE OF RIDGE, THENCE LEFT
 DU2131'TO TOP OF BUTTE AND STATION ON HIGHEST POINT OF BUTTE AS
 DU2131'DESCRIBED.  (30 MINUTE PACK)
 DU2131'
 DU2131'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GILA BUTTE
 DU2131'1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE
 DU2131'HIGHEST POINT OF BUTTE.
 DU2131'
 DU2131'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GILA BUTTE NO
 DU2131'1 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 DU2131'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DU2131'
 DU2131'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GILA BUTTE NO
 DU2131'2 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 DU2131'ABOUT 14 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DU2131'
 DU2131'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED GILA BUTTE AZI.
 DU2131'1935 NO. 3, IS CEMENTED IN A DRILL HOLE IN THE NORTH END OF
 DU2131'CULVERT HEADWALL, 56 FEET SOUTHWEST OF A POWER POLE, 23 FEET SOUTH
 DU2131'OF THE CENTER OF ROAD AND 12 FEET EAST OF CENTER OF ROAD.
 DU2131'
 DU2131'CORPS OF ENGINEERS (AMS) MARK IS STAMPED TT-Y-24 1960, IS A
 DU2131'BRONZE DISK SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU2131'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 26 FEET SOUTH OF
 DU2131'ROAD, 17 FEET EAST OF BLADED ROAD AND 4.5 FEET SOUTHEAST OF THE
 DU2131'WITNESS POST.
 DU2131'
 DU2131'TO REACH THE CORPS OF ENGINEERS MARK FROM THE JUNCTION OF 3 FORKS
 DU2131'IN THE TO REACH STATION, KEEP RIGHT FORK AND CONTINUE WEST FOR
 DU2131'0.15 MILE TO MARK ON LEFT AS DESCRIBED.
 DU2131'
 DU2131'STATION MARK AND REFERENCE MARKS ARE DRILL HOLES SET IN ROCK OUTCROP.
 DU2131'
 DU2131'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2131
 DU2131                          STATION RECOVERY (1966)
 DU2131
 DU2131'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU2131'STATION MARK AND REF. MKS. WERE RECOVERED.
 DU2131'
 DU2131'DESCRIPTION IS ADEQUATE.
 DU2131
 DU2131                          STATION RECOVERY (1976)
 DU2131
 DU2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2131'THE STATION MARK AND ALL REFERENCE MARKS WERE FOUND AS DESCRIBED
 DU2131'AND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 DU2131'THE 1962 MEASUREMENTS AND ANGLES TO RM 1 AND RM 2 CHECKED BY 18
 DU2131'SECONDS AND 9 SECONDS RESPECTIVELY.
 DU2131'
 DU2131'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2131'
 DU2131'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE AT
 DU2131'EAST BOSTON ST. AND ARIZONA AVE. IN CHANDLER, GO SOUTH ON ARIZONA
 DU2131'AVE. (STATE ROUTE 87 AND 93) FOR 6.8 MILES TO JUNCTION OF STATE
 DU2131'ROUTE 87 AND 93, KEEP RIGHT STRAIGHT AHEAD ON STATE ROUTE 93 FOR 3.1
 DU2131'MILES TO CROSSROAD, TURN RIGHT AND GO WEST 0.35 MILES TO A SIDE
 DU2131'ROAD LEFT AND THE AZIMUTH MARK ON LEFT.  CONTINUE WEST FOR
 DU2131'0.4 MILES TO JUNCTION OF 3 FORKS, KEEP LEFT AND TAKE MIDDLE FORK
 DU2131'AND GO SOUTHWEST FOR 0.1 MILE TO FORK, KEEP LEFT AND GO
 DU2131'0.2 MILES TO A POWER LINE, TURN RIGHT ON POWER LINE ROAD AND GO WEST
 DU2131'FOR 0.35 MILES TO TOP OF SADDLE BETWEEN HILLS TO A SIDE ROAD LEFT
 DU2131'AND 3 POWER LINE POLES ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.05
 DU2131'MILE TO END OF TRACK ROAD.  FROM HERE, PACK SOUTH UP LEFT SIDE
 DU2131'OF RIDGE THENCE LEFT TO TOP OF BUTTE AND STATION ON HIGHEST
 DU2131'POINT OF BUTTE.
 DU2131'
 DU2131'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2131
 DU2131                          STATION RECOVERY (1986)
 DU2131
 DU2131'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DU2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1283 ***********************************************************************
 DB1283  DESIGNATION -  GILA CITY
 DB1283  PID         -  DB1283
 DB1283  STATE/COUNTY-  AZ/YUMA
 DB1283  USGS QUAD   -  LAGUNA DAM (1979)
 DB1283
 DB1283                         *CURRENT SURVEY CONTROL
 DB1283  ___________________________________________________________________
 DB1283* NAD 83(1992)-  32 47 29.97679(N)    114 23 59.23201(W)     ADJUSTED  
 DB1283* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 DB1283  ___________________________________________________________________
 DB1283  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1283  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1283
 DB1283  HORZ ORDER  -  FIRST
 DB1283
 DB1283.The horizontal coordinates were established by classical geodetic methods
 DB1283.and adjusted by the National Geodetic Survey in August 1993..
 DB1283
 DB1283.The orthometric height was scaled from a topographic map.
 DB1283
 DB1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1283
 DB1283.The geoid height was determined by GEOID03.
 DB1283
 DB1283;                    North         East     Units Scale Factor Converg.
 DB1283;SPC AZ W     -   198,841.970   152,496.545   MT  0.99997899   -0 21 06.9
 DB1283;SPC AZ W     -   652,368.67    500,316.75   iFT  0.99997899   -0 21 06.9
 DB1283;SPC CA 6     -   570,851.317 2,173,304.281   MT  0.99999862   +1 01 00.2
 DB1283;SPC CA 6     - 1,872,868.03  7,130,249.13   sFT  0.99999862   +1 01 00.2
 DB1283;UTM  11      - 3,631,184.498   743,505.181   MT  1.00033120   +1 24 32.2
 DB1283
 DB1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1283!SPC AZ W     -   0.99995333  x   0.99997899  =   0.99993232
 DB1283!SPC CA 6     -   0.99995333  x   0.99999862  =   0.99995195
 DB1283!UTM  11      -   0.99995333  x   1.00033120  =   1.00028452
 DB1283
 DB1283|---------------------------------------------------------------------|
 DB1283| PID    Reference Object                     Distance      Geod. Az  |
 DB1283|                                                           dddmmss.s |
 DB1283| CF0722 GILA CITY RM 1                        7.206 METERS 09308     |
 DB1283| DB1256 TELEGRAPH PASS                      APPROX.14.3 KM 1555928.5 |
 DB1283| DB1267 GILA                                APPROX. 6.1 KM 1693815.3 |
 DB1283| CF0723 GILA CITY RM 2                        9.540 METERS 20922     |
 DB1283|---------------------------------------------------------------------|
 DB1283
 DB1283                          SUPERSEDED SURVEY CONTROL
 DB1283
 DB1283  NAD 83(1986)-  32 47 29.98136(N)    114 23 59.23865(W) AD(       ) 1
 DB1283  NAD 27      -  32 47 29.82400(N)    114 23 56.43400(W) AD(       ) 1
 DB1283
 DB1283.Superseded values are not recommended for survey control.
 DB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1283.See file dsdata.txt to determine how the superseded data were derived.
 DB1283
 DB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4350531184(NAD 83)
 DB1283_MARKER: DS = TRIANGULATION STATION DISK
 DB1283_SETTING: 66 = SET IN ROCK OUTCROP
 DB1283
 DB1283  HISTORY     - Date     Condition        Report By
 DB1283  HISTORY     - 1934     MONUMENTED       CGS
 DB1283  HISTORY     - 1951     SEE DESCRIPTION  USE
 DB1283  HISTORY     - 1952     MARK NOT FOUND   USE
 DB1283
 DB1283                          STATION DESCRIPTION
 DB1283
 DB1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DB1283'THIS STATION IS LOCATED ON THE HIGHEST POINT OF THE LAGUNA
 DB1283'MOUNTAINS, ABOUT 3-1/2 MILES NW OF THE TOWN OF DOME AND ABOUT
 DB1283'14 MILES A LITTLE N OF E FROM YUMA.
 DB1283'
 DB1283'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DB1283'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DB1283'
 DB1283'REACHED FROM YUMA--GO E ON U.S. HIGHWAY 80 TO A POINT ABOUT
 DB1283'5 MILES E OF THE FLY AIR FIELD TO SIGN READING DOME, QUARTZSITE.
 DB1283'TURN LEFT ON THIS ROAD, FOLLOWING THE ROAD TO DOME FOR 10.8 MILES
 DB1283'AND TURN LEFT CROSSING THE SUSPENSION BRIDGE.  JUST ACROSS
 DB1283'THE BRIDGE TAKE THE RIGHT FORK.  GO 5.7 MILES ON THE GRADED
 DB1283'ROAD AND TURN LEFT OFF THE MAIN ROAD JUST BEFORE REACHING
 DB1283'THE FORKS OF A NEW AND AN OLD ROAD.  FOLLOW THE OLD TRACKS
 DB1283'AND LITTLE USED ROAD IN THE WASH AROUND THE N BASE OF THE
 DB1283'MOUNTAIN AND ON THE SMALL MESA TO THE END OF TRUCK TRAVEL.
 DB1283'THE PEAK WITH THE STATION CAN BE SEEN FROM THE LAST TURN AND
 DB1283'IS THE SHARP HIGHEST PEAK IN THE RANGE.  FROM THE END OF
 DB1283'TRUCK TRAVEL FOLLOW THE CANYON UP AS FAR AS POSSIBLE THEN GO
 DB1283'UP TO THE TOP OF THE RIDGE AND FOLLOW THE RIDGE TO THE
 DB1283'HIGHEST POINT AND TO THE STATION.  A 1-HOUR PACK.
 DB1283
 DB1283                          STATION RECOVERY (1951)
 DB1283
 DB1283'RECOVERY NOTE BY US ENGINEERS 1951
 DB1283'STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED.
 DB1283'
 DB1283'REFERENCE MARK 1 1934 WAS FOUND IN GOOD CONDITION AND USED
 DB1283'IN A LOCAL SURVEY.
 DB1283'
 DB1283'IT IS ASSUMED THAT GILA SHOULD BE SUBSTITUTED FOR GILA CITY
 DB1283'IN THIS DIRECTION.
 DB1283
 DB1283                          STATION RECOVERY (1952)
 DB1283
 DB1283'RECOVERY NOTE BY US ENGINEERS 1952
 DB1283'FOUND POLE ERECTED ON PROBABLE STATION SITE.  NO MARKS WERE
 DB1283'FOUND.
 DB1283'
 DB1283'TO REACH FROM YUMA, TRAVEL N ON HIGHWAY 95 TO MILEPOST 45.8
 DB1283'(20.0 MILES FROM FOURTH AVENUE IN YUMA), TURN LEFT ON LITTLE-USED
 DB1283'GRAVEL ROAD AND GO 0.10 MILE TO A VERY SANDY ROAD ALONG THE
 DB1283'POWER LINES.  TURN LEFT AND GO 0.15 MILE TO FAINT TRACKS
 DB1283'ON THE RIGHT.  GO RIGHT 0.3 MILE TOWARD HIGH PEAK AND INTERVENING
 DB1283'LOW MESA.  CONTINUE ONTO MESA TURNING RIGHT ON TRACK ROAD
 DB1283'PARALLELING LARGE WASH, GO 0.75 MILE ALONG THE N SIDE OF THE
 DB1283'WASH TO THE END OF TRUCK TRAVEL.  CANYON LIES STRAIGHT AHEAD.
 DB1283'ASCEND CANYON TO RIDGE AND CONTINUE TO SUMMIT.  PACK ONE HOUR
 DB1283'AND 10 MINUTES.  TRAVEL FROM HIGHWAY 95 TO CANYON IS DIFFICULT
 DB1283'FOR TWO-WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB1677 ***********************************************************************
 DB1677  DESIGNATION -  GILA CITY 2
 DB1677  PID         -  DB1677
 DB1677  STATE/COUNTY-  AZ/YUMA
 DB1677  USGS QUAD   -  LAGUNA DAM (1979)
 DB1677
 DB1677                         *CURRENT SURVEY CONTROL
 DB1677  ___________________________________________________________________
 DB1677* NAD 83(1992)-  32 47 29.97228(N)    114 23 59.23818(W)     ADJUSTED  
 DB1677* NAVD 88     -       330.4    (meters)    1084.     (feet)  VERTCON   
 DB1677  ___________________________________________________________________
 DB1677  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1677  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1677
 DB1677  HORZ ORDER  -  THIRD
 DB1677
 DB1677.The horizontal coordinates were established by classical geodetic methods
 DB1677.and adjusted by the National Geodetic Survey in August 1993..
 DB1677
 DB1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1677
 DB1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1677
 DB1677.The geoid height was determined by GEOID03.
 DB1677
 DB1677;                    North         East     Units Scale Factor Converg.
 DB1677;SPC AZ W     -   198,841.832   152,496.384   MT  0.99997899   -0 21 06.9
 DB1677;SPC AZ W     -   652,368.22    500,316.22   iFT  0.99997899   -0 21 06.9
 DB1677;SPC CA 6     -   570,851.176 2,173,304.123   MT  0.99999863   +1 01 00.2
 DB1677;SPC CA 6     - 1,872,867.57  7,130,248.61   sFT  0.99999863   +1 01 00.2
 DB1677;UTM  11      - 3,631,184.355   743,505.024   MT  1.00033120   +1 24 32.2
 DB1677
 DB1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1677!SPC AZ W     -   0.99995338  x   0.99997899  =   0.99993237
 DB1677!SPC CA 6     -   0.99995338  x   0.99999863  =   0.99995201
 DB1677!UTM  11      -   0.99995338  x   1.00033120  =   1.00028456
 DB1677
 DB1677                          SUPERSEDED SURVEY CONTROL
 DB1677
 DB1677  NAD 83(1986)-  32 47 29.97750(N)    114 23 59.24439(W) AD(       ) 3
 DB1677  NGVD 29 (04/26/91)  329.7    (m)         1082.     (f) VERT ANG       
 DB1677
 DB1677.Superseded values are not recommended for survey control.
 DB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1677.See file dsdata.txt to determine how the superseded data were derived.
 DB1677
 DB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4350531184(NAD 83)
 DB1677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1677_SETTING: 0 = UNSPECIFIED SETTING
 DB1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1677
 DB1677  HISTORY     - Date     Condition        Report By
 DB1677  HISTORY     - 1964     MONUMENTED       USGS
 DB1677
 DB1677                          STATION DESCRIPTION
 DB1677
 DB1677'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1677'STATION MARK AND RM 2 NOT FOUND.  GILA CITY 2 SET IN POSITION OF
 DB1677'
 DB1677'LOCATED ABOUT 14 MI NE. OF YUMA, ABOUT 3.5 MI NW. OF DOME.  ON
 DB1677'HIGHEST POINT OF LAGUNA MTNS.
 DB1677'
 DB1677'TO REACH FROM THE FLY AIR FIELD IN YUMA, GO ABOUT 5 MI E. ON US
 DB1677'HWY. 80 TO SIGN READING (DOME, QUARTZSITE).  TURN LEFT ON RD. AND
 DB1677'GO 10.8 MI FOLLOWING RD. TOWARDS DOME.  TURN LEFT CROSSING THE
 DB1677'SUSPENSION BRIDGE.  TAKE RIGHT FORK AND GO 5.7 MI ON GRADED RD.
 DB1677'TURN LEFT OFF MAIN RD. JUST BEFORE REACHING FORKS OF A NEW RD.
 DB1677'AND AN OLD RD., FOLLOW THE OLD TRACKS AND LITTLE USED RD. IN WASH
 DB1677'AROUND NORTH BASE OF MOUNTAIN AND ON SMALL MESA TO END OF TRUCK
 DB1677'TRAVEL.  THE PEAK WITH THE STATION CAN BE SEEN FROM THE LAST TURN
 DB1677'AND IS THE SHARP, HIGHEST PEAK IN THE RANGE.  FOLLOW CANYON UP AS
 DB1677'FAR AS POSSIBLE, GO UP TO TOP OF RIDGE AND FOLLOW RIDGE TO
 DB1677'HIGHEST POINT AND STATION.  A 1-HOUR PACK.
 DB1677'
 DB1677'REACHED BY HELICOPTER.
 DB1677'
 DB1677'STATION MARK--STANDARD TABLET STAMPED---GILA CITY 2---, SET IN
 DB1677'POSITION OF OLD STATION MARK.
 DB1677'
 DB1677'RM 1--CGS RM DISK STAMPED---GILA CITY NO 1---, 23.37 FT FROM
 DB1677'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5763 ***********************************************************************
 DF5763  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5763  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5763  DESIGNATION -  GILA COUNTY CORS ARP
 DF5763  CORS_ID     -  AZGB
 DF5763  PID         -  DF5763
 DF5763  STATE/COUNTY-  AZ/GILA
 DF5763  USGS QUAD   -  GLOBE (1982)
 DF5763
 DF5763                         *CURRENT SURVEY CONTROL
 DF5763  ___________________________________________________________________
 DF5763* NAD 83(CORS)-  33 23 43.27614(N)    110 46 17.19093(W)     ADJUSTED  
 DF5763* NAVD 88     -      1125.98   (meters)    3694.2    (feet)  GPS OBS   
 DF5763  ___________________________________________________________________
 DF5763  EPOCH DATE  -        2002.00
 DF5763  X           -  -1,890,727.230 (meters)                     COMP
 DF5763  Y           -  -4,984,857.758 (meters)                     COMP
 DF5763  Z           -   3,491,254.700 (meters)                     COMP
 DF5763  ELLIP HEIGHT-        1098.71  (meters)          (05/??/03) GPS OBS
 DF5763  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DF5763
 DF5763  HORZ ORDER  -  SPECIAL (CORS)
 DF5763  ELLP ORDER  -  SPECIAL (CORS)
 DF5763
 DF5763.ITRF positions are available for this station.
 DF5763.The coordinates were established by GPS observations
 DF5763.and adjusted by the National Geodetic Survey in May 2003..
 DF5763.The coordinates are valid at the epoch date displayed above.
 DF5763.The epoch date for horizontal control is a decimal equivalence
 DF5763.of Year/Month/Day.
 DF5763
 DF5763.The orthometric height was determined by GPS observations and a
 DF5763.high-resolution geoid model using precise GPS observation and
 DF5763.processing techniques.
 DF5763
 DF5763.The PID for the CORS L1 Phase Center is DG6529.
 DF5763
 DF5763.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5763
 DF5763.The ellipsoidal height was determined by GPS observations
 DF5763.and is referenced to NAD 83.
 DF5763
 DF5763.The geoid height was determined by GEOID03.
 DF5763
 DF5763;                    North         East     Units Scale Factor Converg.
 DF5763;SPC AZ E     -   265,758.557   157,100.431   MT  0.99993901   -0 19 58.4
 DF5763;SPC AZ E     -   871,911.28    515,421.36   iFT  0.99993901   -0 19 58.4
 DF5763
 DF5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5763!SPC AZ E     -   0.99982754  x   0.99993901  =   0.99976656
 DF5763
 DF5763                          SUPERSEDED SURVEY CONTROL
 DF5763
 DF5763.No superseded survey control is available for this station.
 DF5763
 DF5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2125595141(NAD 83)
 DF5763_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5763
 DF5763                          STATION DESCRIPTION
 DF5763
 DF5763'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5763'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5763'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5763'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5763'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5763'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6529 ***********************************************************************
 DG6529  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6529  DESIGNATION -  GILA COUNTY CORS L1 PHASE CENTER
 DG6529  CORS_ID     -  AZGB
 DG6529  PID         -  DG6529
 DG6529  STATE/COUNTY-  AZ/GILA
 DG6529  USGS QUAD   -  GLOBE (1982)
 DG6529
 DG6529                         *CURRENT SURVEY CONTROL
 DG6529  ___________________________________________________________________
 DG6529* NAD 83(CORS)-  33 23 43.27614(N)    110 46 17.19088(W)     ADJUSTED  
 DG6529* NAVD 88     -                                                        
 DG6529  ___________________________________________________________________
 DG6529  EPOCH DATE  -        2002.00
 DG6529  X           -  -1,890,727.250 (meters)                     COMP
 DG6529  Y           -  -4,984,857.813 (meters)                     COMP
 DG6529  Z           -   3,491,254.738 (meters)                     COMP
 DG6529  ELLIP HEIGHT-        1098.78  (meters)          (05/??/03) GPS OBS
 DG6529  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG6529
 DG6529  HORZ ORDER  -  SPECIAL (CORS)
 DG6529  ELLP ORDER  -  SPECIAL (CORS)
 DG6529
 DG6529.ITRF positions are available for this station.
 DG6529.The coordinates were established by GPS observations
 DG6529.and adjusted by the National Geodetic Survey in May 2003..
 DG6529.The coordinates are valid at the epoch date displayed above.
 DG6529.The epoch date for horizontal control is a decimal equivalence
 DG6529.of Year/Month/Day.
 DG6529
 DG6529
 DG6529.The PID for the CORS ARP is DF5763.
 DG6529
 DG6529.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6529
 DG6529.The ellipsoidal height was determined by GPS observations
 DG6529.and is referenced to NAD 83.
 DG6529
 DG6529.The geoid height was determined by GEOID03.
 DG6529
 DG6529;                    North         East     Units Scale Factor Converg.
 DG6529;SPC AZ E     -   265,758.557   157,100.433   MT  0.99993901   -0 19 58.4
 DG6529;SPC AZ E     -   871,911.28    515,421.37   iFT  0.99993901   -0 19 58.4
 DG6529
 DG6529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6529!SPC AZ E     -   0.99982753  x   0.99993901  =   0.99976655
 DG6529
 DG6529                          SUPERSEDED SURVEY CONTROL
 DG6529
 DG6529.No superseded survey control is available for this station.
 DG6529
 DG6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2125595141(NAD 83)
 DG6529_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6529
 DG6529                          STATION DESCRIPTION
 DG6529
 DG6529'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6529'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6529'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6529'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6529'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6529'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1838 ***********************************************************************
 DV1838  DESIGNATION -  GILA PEAK
 DV1838  PID         -  DV1838
 DV1838  STATE/COUNTY-  AZ/MARICOPA
 DV1838  USGS QUAD   -  WOOLSEY PEAK (1973)
 DV1838
 DV1838                         *CURRENT SURVEY CONTROL
 DV1838  ___________________________________________________________________
 DV1838* NAD 83(1992)-  33 10 02.59540(N)    112 53 08.13999(W)     ADJUSTED  
 DV1838* NAVD 88     -       967.2    (meters)    3173.     (feet)  VERTCON   
 DV1838  ___________________________________________________________________
 DV1838  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DV1838  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1838
 DV1838  HORZ ORDER  -  THIRD
 DV1838
 DV1838.The horizontal coordinates were established by classical geodetic methods
 DV1838.and adjusted by the National Geodetic Survey in August 1993..
 DV1838
 DV1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1838
 DV1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1838
 DV1838.The geoid height was determined by GEOID03.
 DV1838
 DV1838;                    North         East     Units Scale Factor Converg.
 DV1838;SPC AZ C     -   240,732.037   122,989.248   MT  1.00000066   -0 31 48.4
 DV1838;SPC AZ C     -   789,803.27    403,508.03   iFT  1.00000066   -0 31 48.4
 DV1838;UTM  12      - 3,671,426.960   324,176.143   MT  0.99998117   -1 01 54.7
 DV1838
 DV1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1838!SPC AZ C     -   0.99985306  x   1.00000066  =   0.99985372
 DV1838!UTM  12      -   0.99985306  x   0.99998117  =   0.99983424
 DV1838
 DV1838:                Primary Azimuth Mark                     Grid Az
 DV1838:SPC AZ C     -  WEBB                                     001 19 17.7
 DV1838:UTM  12      -  WEBB                                     001 49 24.0
 DV1838
 DV1838|---------------------------------------------------------------------|
 DV1838| PID    Reference Object                     Distance      Geod. Az  |
 DV1838|                                                           dddmmss.s |
 DV1838| DV2157 WEBB                                APPROX. 6.2 KM 0004729.3 |
 DV1838| DV1848 GILA PEAK RM 2                        5.770 METERS 16243     |
 DV1838| DV1847 GILA PEAK RM 1                        8.640 METERS 24009     |
 DV1838|---------------------------------------------------------------------|
 DV1838
 DV1838                          SUPERSEDED SURVEY CONTROL
 DV1838
 DV1838  NAD 83(1986)-  33 10 02.58890(N)    112 53 08.14599(W) AD(       ) 3
 DV1838  NGVD 29 (12/08/88)  966.5    (m)         3171.     (f) VERT ANG       
 DV1838
 DV1838.Superseded values are not recommended for survey control.
 DV1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1838.See file dsdata.txt to determine how the superseded data were derived.
 DV1838
 DV1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2417671427(NAD 83)
 DV1838_MARKER: DS = TRIANGULATION STATION DISK
 DV1838_SETTING: 66 = SET IN ROCK OUTCROP
 DV1838_SP_SET: SET IN BEDROCK
 DV1838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1838+STABILITY: POSITION/ELEVATION WELL
 DV1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1838+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DV1838
 DV1838  HISTORY     - Date     Condition        Report By
 DV1838  HISTORY     - 1949     MONUMENTED       USGS
 DV1838  HISTORY     - 1973     GOOD             USGS
 DV1838  HISTORY     - 20051119 GOOD             GEOCAC
 DV1838
 DV1838                          STATION DESCRIPTION
 DV1838
 DV1838'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1838'LOCATED ABOUT 17.0 MI NW. OF GILA BEND, 7.0 MI SW. OF GILLESPIE
 DV1838'DAM.  ON PROMINENT PEAK KNOWN AS WOOLSEY PEAK, ON NORTH RIM OF
 DV1838'HIGH POINT.  THERE IS AN EQUALLY HIGH POINT 300 FT NE.
 DV1838'
 DV1838'STATION MARK--STANDARD TABLET STAMPED---GILA PEAK 1949---, CEMENTED
 DV1838'IN BEDROCK.
 DV1838'
 DV1838'RM 1--STANDARD RM TABLET STAMPED---GILA PEAK NO 1 1949---, CEMENTED
 DV1838'IN BOULDER.
 DV1838'
 DV1838'RM 2--STANDARD RM TABLET STAMPED---GILA PEAK NO 2 1949---, CEMENTED
 DV1838'IN BOULDER.
 DV1838
 DV1838                          STATION RECOVERY (1973)
 DV1838
 DV1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1838'RECOVERED AS DESCRIBED BY USGS.
 DV1838'
 DV1838'TO REACH FROM ARLINGTON, DRIVE ABOUT 5.4 MI SSW. ALONG OLD U.S.
 DV1838'HWY. 80 TO SIGN EL PASO NATURAL GAS CO.  GO W. ALONG AQUA
 DV1838'CALIENTE RD. ABOUT 5.6 MI TO RD. FORK AT SHARP BEND IN MAIN RD.
 DV1838'GO STRAIGHT ALONG DIRT RD. ABOUT 6.5 MI SW. ALWAYS STAYING RIGHT
 DV1838'AT MINOR RD. FORKS TO FAINT RD. FORK 50 FT W. OF STEEL POLE.
 DV1838'CROSS WOOLSEY WASH ABOUT 2.2 MI SE. ALONG TRACK RD. TO FENCE.
 DV1838'PASS THROUGH GATE NE. CROSS-COUNTRY ABOUT 0.75 MI TO END OF TRUCK
 DV1838'TRAVEL.  PACK NE. ABOUT 2.0 MI TO TOP OF WOOLSEY PEAK AND STATION.
 DV1838'A 1 HOUR 40 MINUTE-PACK.
 DV1838
 DV1838                          STATION RECOVERY (2005)
 DV1838
 DV1838'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DV1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1129 ***********************************************************************
 CY1129  DESIGNATION -  GILABOX
 CY1129  PID         -  CY1129
 CY1129  STATE/COUNTY-  AZ/GRAHAM
 CY1129  USGS QUAD   -  GILA BOX (1985)
 CY1129
 CY1129                         *CURRENT SURVEY CONTROL
 CY1129  ___________________________________________________________________
 CY1129* NAD 83(1992)-  32 56 09.05264(N)    109 24 08.89946(W)     ADJUSTED  
 CY1129* NAVD 88     -      1416.3    (meters)    4647.     (feet)  VERTCON   
 CY1129  ___________________________________________________________________
 CY1129  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CY1129  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CY1129
 CY1129  HORZ ORDER  -  FIRST
 CY1129
 CY1129.The horizontal coordinates were established by classical geodetic methods
 CY1129.and adjusted by the National Geodetic Survey in August 1993..
 CY1129
 CY1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1129
 CY1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1129
 CY1129.The geoid height was determined by GEOID03.
 CY1129
 CY1129;                    North         East     Units Scale Factor Converg.
 CY1129;SPC AZ E     -   214,896.662   284,821.806   MT  0.99996295   +0 24 55.8
 CY1129;SPC AZ E     -   705,041.54    934,454.74   iFT  0.99996295   +0 24 55.8
 CY1129;UTM  12      - 3,645,307.295   649,350.282   MT  0.99987503   +0 52 07.5
 CY1129
 CY1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1129!SPC AZ E     -   0.99978175  x   0.99996295  =   0.99974471
 CY1129!UTM  12      -   0.99978175  x   0.99987503  =   0.99965681
 CY1129
 CY1129:                Primary Azimuth Mark                     Grid Az
 CY1129:SPC AZ E     -  MORENCI SMELTER SMOKESTACK               020 45 28.6
 CY1129:UTM  12      -  MORENCI SMELTER SMOKESTACK               020 18 16.9
 CY1129
 CY1129|---------------------------------------------------------------------|
 CY1129| PID    Reference Object                     Distance      Geod. Az  |
 CY1129|                                                           dddmmss.s |
 CY1129| DT0747 MORENCI SMELTER SMOKESTACK          APPROX.15.4 KM 0211024.4 |
 CY1129| CC7440 GILABOX RM 1                          5.033 METERS 09717     |
 CY1129| CC7439 GILABOX AZ MK                                      1394415.1 |
 CY1129| CC7441 GILABOX RM 2                          7.062 METERS 17148     |
 CY1129|---------------------------------------------------------------------|
 CY1129
 CY1129                          SUPERSEDED SURVEY CONTROL
 CY1129
 CY1129  NAD 83(1986)-  32 56 09.04764(N)    109 24 08.89731(W) AD(       ) 1
 CY1129  NAD 27      -  32 56 08.81800(N)    109 24 06.63100(W) AD(       ) 1
 CY1129  NGVD 29 (07/19/86) 1415.6    (m)         4644.     (f) VERT ANG       
 CY1129
 CY1129.Superseded values are not recommended for survey control.
 CY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1129.See file dsdata.txt to determine how the superseded data were derived.
 CY1129
 CY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4935045307(NAD 83)
 CY1129_MARKER: DD = SURVEY DISK
 CY1129_SETTING: 80 = SET IN A BOULDER
 CY1129_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1129
 CY1129  HISTORY     - Date     Condition        Report By
 CY1129  HISTORY     - 1945     MONUMENTED       USSES
 CY1129  HISTORY     - 1976     GOOD             NGS
 CY1129  HISTORY     - 1978     GOOD             NGS
 CY1129
 CY1129                          STATION DESCRIPTION
 CY1129
 CY1129'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1129'THE STATION IS 15-1/2 MILES (AIR LINE) NE OF SOLOMONSVILLE
 CY1129'AND 10-1/2 MILES (AIR LINE) SW OF CLIFTON.  IT IS ON A SMALL
 CY1129'ROCKY KNOLL PROJECTING FROM THE HIGH MESA ABOUT 1-1/2 MILES
 CY1129'S OF THE JUNCTION OF THE GILA RIVER AND EAGLE CREEK.
 CY1129'
 CY1129'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1129'E ON U.S. HIGHWAY 70 FOR 2.0 MILES TO ITS JUNCTION WITH
 CY1129'U.S. HIGHWAY 666.  FOLLOWING THE SIGN CLIFTON TURN LEFT ON
 CY1129'U.S. HIGHWAY 666 AND GO 7.9 MILES TO THE END OF THE PAVEMENT.
 CY1129'CONTINUE FOR 8.7 MILES TO A POINT ABOUT 0.1 MILE PAST THE
 CY1129'HIGHEST POINT ON THE ROAD.  HERE TURN BACK SHARP LEFT ON A
 CY1129'TRAIL ROAD PASSING CORRALS AND A DIRT TANK AND GO DOWN THE
 CY1129'CANYON FOR 2.2 MILES.  A TELEPHONE LINE RUNS DOWN THIS CANYON.
 CY1129'HERE LEAVE THE WASH AND GO UP THE SIDE OF THE CANYON FOR 1.0
 CY1129'MILE TO A FORK ON SOME HIGH FLAT LAND.  TAKE THE LEFT FORK
 CY1129'AND GO 0.2 MILE TO A DIRT TANK ON THE RIGHT.  CONTINUE 0.3
 CY1129'MILE TO A SMALL HILL AND THE AZIMUTH MARK ON THE
 CY1129'HIGHEST POINT TO THE RIGHT.  CONTINUE 0.5 MILE AND THEN
 CY1129'TURN LEFT CROSS COUNTRY FOR 0.5 MILE TO THE TOP OF A ROCKY
 CY1129'KNOLL AND THE STATION ABOUT 100 FEET BEYOND THE END OF TRUCK
 CY1129'TRAVEL.
 CY1129'
 CY1129'STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE DISK
 CY1129'SET IN BEDROCK PROJECTING 4 INCHES ABOVE THE SURROUNDING
 CY1129'SURFACE AND IS ABOUT 6 FEET ESE OF THE HIGHEST POINT OF
 CY1129'THE KNOLL.  IT IS STAMPED GILABOX 1935.
 CY1129'
 CY1129'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1129'PROJECTING ABOUT 14 INCHES ABOVE THE SURROUNDING SURFACE
 CY1129'AND IS ABOUT 8 INCHES ABOVE THE STATION.  THE MARK IS E OF
 CY1129'THE STATION.  IT IS STAMPED GILABOX USSES NO 1 1945.
 CY1129'
 CY1129'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1129'PROJECTING ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE
 CY1129'AND IS ABOUT 18 INCHES BELOW THE STATION.  THE MARK IS S OF
 CY1129'THE STATION.  IT IS STAMPED GILABOX USSES NO 2 1945.
 CY1129'
 CY1129'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 CY1129'6 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED GILABOX
 CY1129'USSES 1945.  IT IS 6 FEET NNE OF THE WITNESS POST AND 59 PACES
 CY1129'E OF THE ROAD TO STATION.  THE MARK IS SE OF THE STATION.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1129
 CY1129                          STATION RECOVERY (1976)
 CY1129
 CY1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1129'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 CY1129'DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS TO R.M. CHECKED
 CY1129'WITHIN 0.01 METERS AND ANGLE BETWEEN R.M.S CHECKED BY 35 SECONDS.
 CY1129'
 CY1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70 EAST
 CY1129'OF SAFFORD, GO EAST ON HWY. 666 AND 70 FOR 9.65 MILES TO JUNCTION
 CY1129'OF U.S. HWY. 666, TURN LEFT AND GO 7.80 MILES ON HWY. 666 TO A
 CY1129'GRAVEL ROAD ON THE LEFT.  GO LEFT ON GRAVEL ROAD FOR 2.85 MILES TO A
 CY1129'CATTLE GUARD, CONTINUE FOR 1.0 MILE AND TAKE A LEFT FORK FOR 0.8
 CY1129'MILE TO A CATTLE GUARD, CONTINUE FOR 0.5 MILE TO ANOTHER CATTLE
 CY1129'GUARD, CONTINUE FOR 1.50 MILES AND TAKE A ROAD LEFT DOWN A
 CY1129'RIDGE.  CONTINUE FOR 1.90 MILE TO A LEFT FORK IN ROAD AND CONTINUE
 CY1129'FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE AND GO 0.50 MILE AND
 CY1129'TAKE A MIDDLE FORK IN ROAD AND GO 0.35 MILE TO WEST SIDE OF A DIRT
 CY1129'TANK.  CONTINUE ON FOR 0.20 MILE TO A GATE.  FROM THIS POINT, THE
 CY1129'AZIMUTH MARK IS 200 FEET NORTHEAST ON A SMALL HILL.  CONTINUE ON
 CY1129'FOR 0.5 MILE TO A LEFT FORK, CONTINUE ON FOR 0.5 MILE TO WATER
 CY1129'ENTRAPMENT PROJECT.  STATION IS 500 FEET TO THE NORTHWEST ON
 CY1129'LOW, ROCKY HILL.  GO AROUND EAST SIDE OF TRAP TO END OF TRUCK
 CY1129'TRAVEL, ABOUT 300 FEET FROM STATION.  A TRUCK OR 4 WHEEL DRIVE
 CY1129'VEHICLE RECOMMENDED.
 CY1129'
 CY1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.5 MILES SW
 CY1129'OF CLIFTON.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1129
 CY1129                          STATION RECOVERY (1978)
 CY1129
 CY1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 CY1129'THE STATION AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 CY1129'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS TO
 CY1129'MARKS CHECKED THE 1976 MEASUREMENT.
 CY1129'
 CY1129'THE 1976 DESCRIPTION IS ADEQUATE.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0748 ***********************************************************************
 DT0748  DESIGNATION -  GILLARD
 DT0748  PID         -  DT0748
 DT0748  STATE/COUNTY-  AZ/GREENLEE
 DT0748  USGS QUAD   -  CLIFTON (1989)
 DT0748
 DT0748                         *CURRENT SURVEY CONTROL
 DT0748  ___________________________________________________________________
 DT0748* NAD 83(1992)-  33 00 10.93460(N)    109 17 11.42582(W)     ADJUSTED  
 DT0748* NAVD 88     -      1203.6    (meters)    3949.     (feet)  VERTCON   
 DT0748  ___________________________________________________________________
 DT0748  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DT0748  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DT0748
 DT0748  HORZ ORDER  -  FIRST
 DT0748
 DT0748.The horizontal coordinates were established by classical geodetic methods
 DT0748.and adjusted by the National Geodetic Survey in August 1993..
 DT0748
 DT0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0748
 DT0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0748
 DT0748.The geoid height was determined by GEOID03.
 DT0748
 DT0748;                    North         East     Units Scale Factor Converg.
 DT0748;SPC AZ E     -   222,432.463   295,604.017   MT  0.99998337   +0 28 46.0
 DT0748;SPC AZ E     -   729,765.30    969,829.45   iFT  0.99998337   +0 28 46.0
 DT0748;UTM  12      - 3,652,927.637   660,071.656   MT  0.99991593   +0 56 00.6
 DT0748
 DT0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0748!SPC AZ E     -   0.99981510  x   0.99998337  =   0.99979847
 DT0748!UTM  12      -   0.99981510  x   0.99991593  =   0.99973104
 DT0748
 DT0748:                Primary Azimuth Mark                     Grid Az
 DT0748:SPC AZ E     -  GILLARD AZ MK                            021 14 42.4
 DT0748:UTM  12      -  GILLARD AZ MK                            020 47 27.8
 DT0748
 DT0748|---------------------------------------------------------------------|
 DT0748| PID    Reference Object                     Distance      Geod. Az  |
 DT0748|                                                           dddmmss.s |
 DT0748| CD2943 GILLARD AZ MK                                      0214328.4 |
 DT0748| CD2944 GILLARD RM 1                         11.065 METERS 17343     |
 DT0748| CD2945 GILLARD RM 2                          8.741 METERS 28112     |
 DT0748| DT0747 MORENCI SMELTER SMOKESTACK          APPROX. 8.7 KM 3223431.3 |
 DT0748|---------------------------------------------------------------------|
 DT0748
 DT0748                          SUPERSEDED SURVEY CONTROL
 DT0748
 DT0748  NAD 83(1986)-  33 00 10.93018(N)    109 17 11.42381(W) AD(       ) 1
 DT0748  NAD 27      -  33 00 10.70000(N)    109 17 09.16900(W) AD(       ) 1
 DT0748  NGVD 29 (07/19/86) 1202.9    (m)         3947.     (f) VERT ANG       
 DT0748
 DT0748.Superseded values are not recommended for survey control.
 DT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0748.See file dsdata.txt to determine how the superseded data were derived.
 DT0748
 DT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6007252928(NAD 83)
 DT0748_MARKER: DS = TRIANGULATION STATION DISK
 DT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0748
 DT0748  HISTORY     - Date     Condition        Report By
 DT0748  HISTORY     - 1945     MONUMENTED       CGS
 DT0748  HISTORY     - 1967     GOOD             AMS
 DT0748  HISTORY     - 1968     GOOD             CGS
 DT0748  HISTORY     - 1976     GOOD             NGS
 DT0748  HISTORY     - 1978     GOOD             NGS
 DT0748
 DT0748                          STATION DESCRIPTION
 DT0748
 DT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0748'STATION IS LOCATED ABOUT 3-1/2 MILES S OF CLIFTON, 4 MILES
 DT0748'NE OF GILLARD HOT SPRINGS, AND 1/2 MILE SW OF THE JUNCTION
 DT0748'OF U.S. HIGHWAY 666 AND STATE HIGHWAY 75.  IT IS ON TOP OF A
 DT0748'SMALL LOW RIDGE JUST W OF U.S. HIGHWAY 666.
 DT0748'
 DT0748'TO REACH STATION FROM THE POST OFFICE IN CLIFTON, GO S ON
 DT0748'U.S. HIGHWAY 666 FOR 3.9 MILES TO WHERE IT TURNS RIGHT
 DT0748'AND LEAVES STATE HIGHWAY 75.  TURN RIGHT ON U.S. HIGHWAY
 DT0748'666 AND CONTINUE FOR 0.55 MILE TO THE TOP OF THE SMALL RIDGE
 DT0748'AND THE STATION ON THE RIGHT.
 DT0748'
 DT0748'STATION MARK IS A BRONZE STATION DISK SET IN A 12 INCH SQUARE
 DT0748'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED GILLARD
 DT0748'1945.  THE MARK IS 52 FEET NW OF THE CENTER OF THE HIGHWAY AND
 DT0748'14.8 FEET NW OF A WHITE WITNESS POST.  UNDERGROUND MARK IS A
 DT0748'BRONZE STATION DISK SET IN CONCRETE.
 DT0748'
 DT0748'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12
 DT0748'INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS
 DT0748'STAMPED GILLARD NO 1 1945.  IT IS SSE OF THE STATION, ABOUT
 DT0748'LEVEL WITH IT, AND 30 FEET NW OF THE CENTER OF THE HIGHWAY.
 DT0748'
 DT0748'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12
 DT0748'INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS
 DT0748'STAMPED GILLARD NO 2 1945.  IT IS W OF THE STATION AND ABOUT
 DT0748'1-1/2 FEET LOWER.
 DT0748'
 DT0748'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DT0748'ABOUT 10 INCHES AND IS STAMPED GILLARD 1945.  IT IS ABOUT 3/4
 DT0748'MILE NNE OF THE STATION, 50 FEET SW OF THE HIGHEST POINT ON
 DT0748'THE HILL, 38 FEET E OF THE CENTER OF THE OLD ROAD, AND 2
 DT0748'FEET ESE OF A WHITE WITNESS POST.
 DT0748'
 DT0748'TO REACH AZIMUTH MARK FROM STATION, GO NE ON THE HIGHWAY
 DT0748'TO ITS JUNCTION WITH STATE HIGHWAY 75, THIS IS THE JUNCTION
 DT0748'MENTIONED IN THE DESCRIPTION TO THE STATION.  TURN LEFT TOWARD
 DT0748'CLIFTON FOR 0.05 MILE TO AN OLD ROAD LEADING TO THE RIGHT OFF
 DT0748'THE HIGHWAY AND UP A RIDGE, TURN RIGHT AND CONTINUE ON THE
 DT0748'OLD ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT SIDE OF THE ROAD.
 DT0748
 DT0748                          STATION RECOVERY (1967)
 DT0748
 DT0748'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0748'STATION GILLARD IS LOCATED APPROXIMATELY 4.0 AIRMILES (S) OF
 DT0748'CLIFTON, ARIZONA AND APPROXIMATELY 22.0 AIRMILES (ESE) OF
 DT0748'SAFFORD, ARIZONA.  STATION IS APPROXIMATELY 16.9M (N) OF THE
 DT0748'CENTERLINE OF A GRAVEL ROAD ON A LOW BRUSH COVERED RIDGE.
 DT0748'
 DT0748'TO REACH FROM THE TOWN HALL IN CLIFTON, ARIZONA GO (S) ON
 DT0748'PARK AVENUE 0.6 MI TO JCT OF PARK AVENUE AND U.S. 666, GO
 DT0748'LEFT (S) ON U.S. 666 FOR 3.4 MI TO JCT WITH GRAVEL ROAD ON
 DT0748'RIGHT (W), TURN RIGHT ON GRAVEL ROAD AND GO 0.5 MI TO STATION
 DT0748'SITE.
 DT0748'
 DT0748'STATION MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION
 DT0748'STATION DISK SET IN A 10 IN X 10 IN CONCRETE BLOCK PROTRUDING
 DT0748'2 IN AND STAMPED GILLARD 1945.
 DT0748'
 DT0748'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 DT0748'10 IN X 10 IN CONCRETE BLOCK PROTRUDING ABOUT 3-1/2 IN AND STAMPED
 DT0748'GILLARD NO 1 1945.  FROM THE STATION IT IS (SSE) ON A MAG AZ
 DT0748'OF 164 DEG AT A DISTANCE OF 11.066M AND A DE OF +0.045M.
 DT0748'
 DT0748'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A 10 IN
 DT0748'X 10 IN CONCRETE BLOCK PROTRUDING 2-1/2 IN AND STAMPED GILLARD
 DT0748'NO 2 1945.  FROM THE STATION IT IS (W) ON A MAG AZ OF 271 DEG
 DT0748'AT A DISTANCE OF 8.760M AND A DE OF -0.555M.
 DT0748'
 DT0748'AZIMUTH MARK IS A BRONZE USC AND GS AZ MK DISK SET IN A 12 IN
 DT0748'DIAMETER BOULDER PROTRUDING ABOUT 12 IN ABOVE THE GROUND,
 DT0748'AND STAMPED GILLARD 1945.  FROM THE STATION IT IS ON A MAG AZ
 DT0748'OF 10 DEG AND 0.9 MI.  IT IS 0.4 MI FROM INTERSECTION OF ROAD
 DT0748'WITH HWY 666.
 DT0748'
 DT0748'CONDITION OF ALL MARKS IS EXCELLENT.
 DT0748'
 DT0748'VIEW FROM THE STATION IS GOOD IN ALL DIRECTIONS EXCEPT IN
 DT0748'MAG AZ OF 345 DEG - 75 DEG WHICH IS BLOCKED BY A RIDGE LINE.
 DT0748
 DT0748                          STATION RECOVERY (1968)
 DT0748
 DT0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0748'NO DESCRIPTION WAS AVAILABLE FOR THIS STATION.
 DT0748'
 DT0748'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 DT0748'
 DT0748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75
 DT0748'AND 78, WITH U.S. HIGHWAY 666, ABOUT 9 MILES SOUTH-SOUTHEAST
 DT0748'OF CLIFTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 666 FOR 5.5 MILES
 DT0748'TO A SIDE ROAD, LEFT.  TURN LEFT OFF THE HIGHWAY AND GO
 DT0748'WEST-SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 DT0748'TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR ABOUT 50 YARDS TO
 DT0748'THE STATION ON THE RIGHT, NORTHWEST SIDE OF THE ROAD.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 DT0748'SOUTH-SOUTHEAST OF CLIFTON.
 DT0748
 DT0748                          STATION RECOVERY (1976)
 DT0748
 DT0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LWW)
 DT0748'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DT0748'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DT0748'
 DT0748'TO REACH THE STATION FROM CLIFTON, GO SOUTH ON U.S. HWY. 666 TO MILE
 DT0748'POST 160.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.55 MILE TO A
 DT0748'RIGHT TURN, KEEP STRAIGHT AHEAD FOR 300 FEET TO TOP OF A LOW RIDGE
 DT0748'AND STATION WHICH IS ABOUT 45 FEET FROM ROAD.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 DT0748'CLIFTON.
 DT0748'
 DT0748'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DT0748
 DT0748                          STATION RECOVERY (1978)
 DT0748
 DT0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0748'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DT0748'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS
 DT0748'AND ANGLES WERE TURNED AT THIS TIME AND A GOOD CHECK ON 1976
 DT0748'MEASUREMENTS WERE MADE EXCEPT ANGLE TO RM 1 IS OFF ABOUT 40
 DT0748'SECONDS FROM 1976 MEASUREMENTS.
 DT0748'
 DT0748'THE 1976 DESCRIPTION IS ADEQUATE.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 DT0748'CLIFTON.
 DT0748'
 DT0748'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2154 ***********************************************************************
 DV2154  DESIGNATION -  GILLESPIE RESET
 DV2154  PID         -  DV2154
 DV2154  STATE/COUNTY-  AZ/MARICOPA
 DV2154  USGS QUAD   -  SPRING MTN (1978)
 DV2154
 DV2154                         *CURRENT SURVEY CONTROL
 DV2154  ___________________________________________________________________
 DV2154* NAD 83(1992)-  33 13 42.92496(N)    112 46 21.85055(W)     ADJUSTED  
 DV2154* NAVD 88     -       276.32   (+/-2cm)     906.6    (feet)  VERTCON   
 DV2154  ___________________________________________________________________
 DV2154  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DV2154  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV2154
 DV2154  HORZ ORDER  -  SECOND
 DV2154  VERT ORDER  -  THIRD ? (See Below)
 DV2154
 DV2154.The horizontal coordinates were established by classical geodetic methods
 DV2154.and adjusted by the National Geodetic Survey in August 1993..
 DV2154
 DV2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2154.The vertical order pertains to the NGVD 29 superseded value.
 DV2154
 DV2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2154
 DV2154.The geoid height was determined by GEOID03.
 DV2154
 DV2154;                    North         East     Units Scale Factor Converg.
 DV2154;SPC AZ C     -   247,427.802   133,571.266   MT  0.99997847   -0 28 08.9
 DV2154;SPC AZ C     -   811,771.00    438,225.94   iFT  0.99997847   -0 28 08.9
 DV2154;UTM  12      - 3,678,029.529   334,816.106   MT  0.99993642   -0 58 17.9
 DV2154
 DV2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2154!SPC AZ C     -   0.99996150  x   0.99997847  =   0.99993997
 DV2154!UTM  12      -   0.99996150  x   0.99993642  =   0.99989792
 DV2154
 DV2154:                Primary Azimuth Mark                     Grid Az
 DV2154:SPC AZ C     -  768.84                                   080 43 56.7
 DV2154:UTM  12      -  768.84                                   081 14 05.7
 DV2154
 DV2154|---------------------------------------------------------------------|
 DV2154| PID    Reference Object                     Distance      Geod. Az  |
 DV2154|                                                           dddmmss.s |
 DV2154| CH5215 768.84                                             0801547.8 |
 DV2154| CH5216 GILLESPIE RM 1                       16.823 METERS 22007     |
 DV2154| CH5217 GILLESPIE RM 2                       20.258 METERS 35313     |
 DV2154|---------------------------------------------------------------------|
 DV2154
 DV2154                          SUPERSEDED SURVEY CONTROL
 DV2154
 DV2154  NAD 83(1986)-  33 13 42.91775(N)    112 46 21.85522(W) AD(       ) 2
 DV2154  NAD 27      -  33 13 42.75900(N)    112 46 19.23900(W) AD(       ) 2
 DV2154  NGVD 29 (07/19/86)  275.68   (m)          904.5    (f) LEVELING    3  
 DV2154
 DV2154.Superseded values are not recommended for survey control.
 DV2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2154.See file dsdata.txt to determine how the superseded data were derived.
 DV2154
 DV2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3481678030(NAD 83)
 DV2154_MARKER: DS = TRIANGULATION STATION DISK
 DV2154_SETTING: 80 = SET IN A BOULDER
 DV2154_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2154
 DV2154  HISTORY     - Date     Condition        Report By
 DV2154  HISTORY     - 1973     MONUMENTED       NGS
 DV2154  HISTORY     - 1973     GOOD             USGS
 DV2154
 DV2154                          STATION DESCRIPTION
 DV2154
 DV2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2154'THE STATION MARK WAS DESTROYED BY VANDALS, REFERENCE MARK 1 WAS
 DV2154'IN GOOD CONDITION.  REFERENCE MARK 2 HAD THE DISK REMOVED FROM
 DV2154'THE STEM EXCEPT FOR THE SMALL CENTER PORTION.  THE AZIMUTH
 DV2154'MARK WAS RECOVERED AS DESCRIBED IN 1934.  THE STATION MARK WAS
 DV2154'RESET AT POSITION WHERE THE 1934 ANGLES WERE DUPLICATED.  THE
 DV2154'DISTANCE TO REFERENCE MARK 1 CHECKS THE 1934 MEASUREMENT
 DV2154'AND REFERENCE MARK 2 MISSES THE OLD DISTANCE BY 0.045 METER.
 DV2154'
 DV2154'THE STATION MARK IS A STANDARD DISK STAMPED GILLESPIE 1934 1973.
 DV2154'IT IS SET IN A DRILL HOLE IN BEDROCK AT THE HIGHEST POINT OF
 DV2154'THE HILL WHICH IS JUST WEST OF GILLESPIE DAM.  THE MARK IS
 DV2154'COUNTERSUNK 2 INCHES.
 DV2154'
 DV2154'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GILLESPIE NO 1 1934.
 DV2154'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 15 FEET
 DV2154'LOWER THAN THE STATION.  THE MARK IS ABOUT 20 FEET WEST OF THE
 DV2154'CLIFF.
 DV2154'
 DV2154'REFERENCE MARK 2 IS THE CENTER PART OF THE DISK AND STEM.  IT
 DV2154'HAS PART OF THE ARROW LEFT AND THE NUMBERS 93 REMAINING FROM
 DV2154'THE DATE STAMPING.  THE MARK IS SET IS A LARGE BOULDER WHICH
 DV2154'PROJECTS ABOUT 2 FEET.  IT IS ABOUT 5 FEET LOWER THAN THE
 DV2154'STATION.
 DV2154'
 DV2154'THE 1934 AZIMUTH MARK IS A 2 INCH BRASS DISK STAMPED DATUM
 DV2154'PLANE SEA LEVEL 1921 ELEVATION 768.84.  THE MARK IS SET IN A
 DV2154'DRILL HOLE SOUTH OF THE EAST GATE HOUSE NEAR THE RAIL AT THE
 DV2154'EDGE OF THE DAM.
 DV2154'
 DV2154'TO REACH THE STATION FROM THE POST OFFICE IN PALO VERDE, GO WEST
 DV2154'ALONG OLD HIGHWAY 80 FOR 2.9 MILES TO A CROSSROAD AT HASSAYAMPA,
 DV2154'CONTINUE WEST AND SOUTH ALONG ROAD MARKED PHY. YUMA ROAD
 DV2154'FOR 11 MILES TO A SIDE ROAD LEFT WHICH LEADS TO THE TOP OF
 DV2154'NEARBY BUTTE AND STATION.  THIS IS 0.3 MILE BEFORE REACHING
 DV2154'THE WEST END OF A STEEL SPAN BRIDGE WHICH IS JUST BELOW THE
 DV2154'DAM.
 DV2154'
 DV2154'SLOPE DISTANCE TO REFERENCE MARKS.  R.M. 1 57.61 FT. 17.560 METERS
 DV2154'R.M. 2 66.63 FT. 20.310 METERS
 DV2154'
 DV2154'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2154'
 DV2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 DV2154'WEST OF PALO VERDE
 DV2154
 DV2154                          STATION RECOVERY (1973)
 DV2154
 DV2154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2154'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1197 ***********************************************************************
 CY1197  DESIGNATION -  GILMAN
 CY1197  PID         -  CY1197
 CY1197  STATE/COUNTY-  AZ/GRAHAM
 CY1197  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1197
 CY1197                         *CURRENT SURVEY CONTROL
 CY1197  ___________________________________________________________________
 CY1197* NAD 83(1992)-  32 25 46.69014(N)    109 50 50.39019(W)     ADJUSTED  
 CY1197* NAVD 88     -      1474.6    (meters)    4838.     (feet)  VERTCON   
 CY1197  ___________________________________________________________________
 CY1197  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 CY1197  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY1197
 CY1197  HORZ ORDER  -  SECOND
 CY1197
 CY1197.The horizontal coordinates were established by classical geodetic methods
 CY1197.and adjusted by the National Geodetic Survey in August 1993..
 CY1197
 CY1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1197
 CY1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1197
 CY1197.The geoid height was determined by GEOID03.
 CY1197
 CY1197;                    North         East     Units Scale Factor Converg.
 CY1197;SPC AZ E     -   158,549.738   243,390.576   MT  0.99991112   +0 10 16.5
 CY1197;SPC AZ E     -   520,176.31    798,525.51   iFT  0.99991112   +0 10 16.5
 CY1197;UTM  12      - 3,588,643.849   608,368.166   MT  0.99974481   +0 37 05.5
 CY1197
 CY1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1197!SPC AZ E     -   0.99977274  x   0.99991112  =   0.99968388
 CY1197!UTM  12      -   0.99977274  x   0.99974481  =   0.99951761
 CY1197
 CY1197:                Primary Azimuth Mark                     Grid Az
 CY1197:SPC AZ E     -  GILMAN CAIRN 2 MI NE                     038 20 08.0
 CY1197:UTM  12      -  GILMAN CAIRN 2 MI NE                     037 53 19.0
 CY1197
 CY1197|---------------------------------------------------------------------|
 CY1197| PID    Reference Object                     Distance      Geod. Az  |
 CY1197|                                                           dddmmss.s |
 CY1197| CY1198 GILMAN CAIRN 2 MI NE                APPROX. 2.3 KM 0383024.5 |
 CY1197| CC7443 GILMAN RM 1                           7.900 METERS 11443     |
 CY1197| CC7442 T12 11S R24 25E SECS 1 6 31 36                     1172239.0 |
 CY1197| CC7444 GILMAN RM 2                           7.068 METERS 21128     |
 CY1197|---------------------------------------------------------------------|
 CY1197
 CY1197                          SUPERSEDED SURVEY CONTROL
 CY1197
 CY1197  NAD 83(1986)-  32 25 46.68558(N)    109 50 50.38722(W) AD(       ) 2
 CY1197  NAD 27      -  32 25 46.42600(N)    109 50 48.13900(W) AD(       ) 2
 CY1197  NGVD 29 (07/19/86) 1473.8    (m)         4835.     (f) VERT ANG       
 CY1197
 CY1197.Superseded values are not recommended for survey control.
 CY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1197.See file dsdata.txt to determine how the superseded data were derived.
 CY1197
 CY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0836888644(NAD 83)
 CY1197_MARKER: DS = TRIANGULATION STATION DISK
 CY1197_SETTING: 66 = SET IN ROCK OUTCROP
 CY1197
 CY1197  HISTORY     - Date     Condition        Report By
 CY1197  HISTORY     - 1946     MONUMENTED       CGS
 CY1197
 CY1197                          STATION DESCRIPTION
 CY1197
 CY1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1197'THE STATION IS LOCATED ON A SMALL ROCKY KNOB WHICH RISES
 CY1197'ABOUT 300 FEET HIGHER THAN ANYTHING IN THE IMMEDIATE VICINITY.
 CY1197'IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED 13 MILES SSE OF
 CY1197'BONITA, 12 MILES N OF WILLCOX, 8 MILES NW OF RASO, AND ABOUT
 CY1197'6 MILES SW OF THE S END OF THE GRAHAM MOUNTAIN RANGE.
 CY1197'
 CY1197'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLCOX,
 CY1197'THE VALLEY NATIONAL BANK, GO SW ON STATE HIGHWAY 86 FOR 0.1
 CY1197'MILE TO THE TEXACO STATION ON THE RIGHT AND A CROSSROAD.
 CY1197'TURN RIGHT OFF THE HIGHWAY AND GO 0.3 MILE TO A T-INTERSECTION.
 CY1197'HERE JOG LEFT FOR 50 YARDS AND CONTINUE FOR 0.2 MILE TO ANOTHER
 CY1197'T-INTERSECTION.  TURN RIGHT HERE AND GO FOR 1.0 MILE TO WHERE
 CY1197'THE MACADAM ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD HERE
 CY1197'ON A WELL GRADED GRAVEL ROAD GOING FOR 4.7 MILES TO WHERE THE
 CY1197'WELL GRADED GRAVEL ROAD TURNS LEFT.  KEEP STRAIGHT AHEAD AGAIN
 CY1197'AND PASS OVER A CATTLE GUARD AND THEN FOLLOW THE BLADED ROAD
 CY1197'FOR 3.75 MILES, PASSING OVER TWO CATTLE GUARDS ON THE WAY.
 CY1197'TAKE THE RIGHT FORK AT THIS POINT WHICH IS JUST BEFORE REACHING
 CY1197'RANCH HOUSE, AND GO FOR 1.25 MILES TO A CATTLE GUARD AND
 CY1197'GATE.  PASS THROUGH THIS GATE, OR OVER THE CATTLE GUARD, AND
 CY1197'GO 0.3 MILE TO A POINT JUST ACROSS A SLIGHT WASH.  (THE AZIMUTH
 CY1197'MARK CAN BE REACHED FROM THIS POINT BY TURNING RIGHT AND
 CY1197'GOING ACROSS COUNTRY FOR 0.1 MILE TO A N-S FENCE AND
 CY1197'THEN TURNING LEFT FOLLOWING THE FENCE FOR 0.65 MILE TO
 CY1197'THE WITNESS POST AND THE AZIMUTH MARK.) CONTINUE ALONG
 CY1197'THE BLADED ROAD FOR 0.9 MILE TO A POINT JUST SW OF THE
 CY1197'ROCKY KNOLL OR KNOB.  TURN RIGHT OFF THE BLADED ROAD
 CY1197'HERE AND GO ABOUT 100 YARDS TOWARD THE KNOB TO THE END OF
 CY1197'TRUCK TRAVEL.  FROM HERE PACK TO THE TOP OF THE KNOB AND THE
 CY1197'STATION.
 CY1197'
 CY1197'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GILMAN
 CY1197'1946, AND SET IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1197'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 24 FEET NE OF THE
 CY1197'HIGHEST POINT AND ABOUT 8 INCHES LOWER.
 CY1197'
 CY1197'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GILMAN
 CY1197'NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 CY1197'2 FEET ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET
 CY1197'LOWER THAN THE STATION AND IS LOCATED ESE OF THE STATION.
 CY1197'
 CY1197'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GILMAN
 CY1197'NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1197'SURROUNDING SURFACE.  IT IS ABOUT 6 INCHES HIGHER THAN THE
 CY1197'STATION AND IS LOCATED SSW OF THE STATION.
 CY1197'
 CY1197'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE MARK,
 CY1197'STAMPED R24E R25E T11S T12S S36 S31 S1 S6.  THE MARK IS CAPPED
 CY1197'ON A 2-1/2-INCH CAST-IRON PIPE WHICH PROJECTS 8 INCHES ABOVE
 CY1197'THE SURROUNDING SURFACE.  IT IS LOCATED 1/4 MILE ESE OF THE
 CY1197'STATION, 1-1/2 FEET NNE OF A 4-INCH SQUARE WHITE WITNESS POST,
 CY1197'AND 1-1/2 FEET S OF THE NEAREST FENCE POST.  IT IS DIRECTLY
 CY1197'UNDER THE FENCE LINE RUNNING N-S.
 CY1197'
 CY1197'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1169 ***********************************************************************
 CY1169  DESIGNATION -  GILMAN CAIRN
 CY1169  PID         -  CY1169
 CY1169  STATE/COUNTY-  AZ/COCHISE
 CY1169  USGS QUAD   -  FISHER HILLS (1979)
 CY1169
 CY1169                         *CURRENT SURVEY CONTROL
 CY1169  ___________________________________________________________________
 CY1169* NAD 83(1992)-  32 22 53.32756(N)    109 33 52.81786(W)     ADJUSTED  
 CY1169* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 CY1169  ___________________________________________________________________
 CY1169  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CY1169  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY1169
 CY1169  HORZ ORDER  -  THIRD
 CY1169
 CY1169.The horizontal coordinates were established by classical geodetic methods
 CY1169.and adjusted by the National Geodetic Survey in August 1993..
 CY1169
 CY1169.The orthometric height was scaled from a topographic map.
 CY1169
 CY1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1169
 CY1169.The geoid height was determined by GEOID03.
 CY1169
 CY1169;                    North         East     Units Scale Factor Converg.
 CY1169;SPC AZ E     -   153,324.521   270,002.404   MT  0.99993955   +0 19 20.7
 CY1169;SPC AZ E     -   503,033.21    885,834.66   iFT  0.99993955   +0 19 20.7
 CY1169;UTM  12      - 3,583,626.958   635,016.174   MT  0.99982480   +0 46 07.7
 CY1169
 CY1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1169!SPC AZ E     -   0.99979829  x   0.99993955  =   0.99973785
 CY1169!UTM  12      -   0.99979829  x   0.99982480  =   0.99962313
 CY1169
 CY1169                          SUPERSEDED SURVEY CONTROL
 CY1169
 CY1169  NAD 83(1986)-  32 22 53.32276(N)    109 33 52.81508(W) AD(       ) 4
 CY1169  NAD 27      -  32 22 53.06000(N)    109 33 50.57000(W) AD(       ) 3
 CY1169
 CY1169.Superseded values are not recommended for survey control.
 CY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1169.See file dsdata.txt to determine how the superseded data were derived.
 CY1169
 CY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3501683627(NAD 83)
 CY1169_MARKER: 72 = CAIRN
 CY1169
 CY1169  HISTORY     - Date     Condition        Report By
 CY1169  HISTORY     - 1945     FIRST OBSERVED   USGS
 CY1169
 CY1169                          STATION DESCRIPTION
 CY1169
 CY1169'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1198 ***********************************************************************
 CY1198  DESIGNATION -  GILMAN CAIRN 2 MI NE
 CY1198  PID         -  CY1198
 CY1198  STATE/COUNTY-  AZ/GRAHAM
 CY1198  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1198
 CY1198                         *CURRENT SURVEY CONTROL
 CY1198  ___________________________________________________________________
 CY1198* NAD 83(1992)-  32 26 45.47292(N)    109 49 55.23122(W)     ADJUSTED  
 CY1198* NAVD 88     -                                                        
 CY1198  ___________________________________________________________________
 CY1198  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CY1198  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY1198
 CY1198  HORZ ORDER  -  THIRD
 CY1198
 CY1198.The horizontal coordinates were established by classical geodetic methods
 CY1198.and adjusted by the National Geodetic Survey in August 1993..
 CY1198
 CY1198
 CY1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1198
 CY1198.The geoid height was determined by GEOID03.
 CY1198
 CY1198;                    North         East     Units Scale Factor Converg.
 CY1198;SPC AZ E     -   160,364.727   244,825.795   MT  0.99991221   +0 10 46.4
 CY1198;SPC AZ E     -   526,130.99    803,234.24   iFT  0.99991221   +0 10 46.4
 CY1198;UTM  12      - 3,590,469.680   609,788.946   MT  0.99974864   +0 37 36.1
 CY1198
 CY1198                          SUPERSEDED SURVEY CONTROL
 CY1198
 CY1198  NAD 83(1986)-  32 26 45.46721(N)    109 49 55.22961(W) AD(       ) 4
 CY1198  NAD 27      -  32 26 45.20600(N)    109 49 52.98600(W) AD(       ) 3
 CY1198
 CY1198.Superseded values are not recommended for survey control.
 CY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1198.See file dsdata.txt to determine how the superseded data were derived.
 CY1198
 CY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0978990470(NAD 83)
 CY1198_MARKER: 72 = CAIRN
 CY1198
 CY1198  HISTORY     - Date     Condition        Report By
 CY1198  HISTORY     - 1946     FIRST OBSERVED   CGS
 CY1198
 CY1198                          STATION DESCRIPTION
 CY1198
 CY1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1198'THE STATION IS A MEDIUM LARGE, WELL-SHAPED, FAIRLY CONICAL,
 CY1198'ROCK CAIRN, WHICH PROJECTS 4-1/2 FEET ABOVE THE SURROUNDING
 CY1198'SURFACE, AND IS ABOUT 5 FEET IN DIAMETER AT THE BASE.  IT
 CY1198'HAS A SMALL POLE PROJECTING FROM THE TOP 2-1/2 FEET, WHICH
 CY1198'IS BRACED BY FOUR WIRES.  IT IS LOCATED ON THE HIGHEST POINT
 CY1198'OF A SLIGHTLY OBLONG-SHAPED MOUNTAIN WHICH RISES ABOUT 1,000
 CY1198'FEET ABOVE THE AVERAGE HEIGHT OF EVERYTHING IN THE VICINITY.
 CY1198'THIS MOUNTAIN IS LOCATED 4 MILES SW OF THE S PART OF THE
 CY1198'GRAHAM MOUNTAIN RANGE, AND IS THE HIGHEST MOUNTAIN IN THE
 CY1198'VICINITY.  THE MOUNTAIN CAN BE SEEN FROM THE S, W, AND NW AS
 CY1198'A CONICAL-SHAPED MOUNTAIN RISING TO A GOOD POINT.
 CY1198'
 CY1198'THERE IS A LONE CEDAR SHRUB ABOUT 25 FEET S AND 8 FEET BELOW
 CY1198'THE CAIRN.  THE CEDAR SHRUB IS 4 FEET IN DIAMETER AND IS THE
 CY1198'ONLY SHRUB NEAR THE TOP OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0486 ***********************************************************************
 DV0486  DESIGNATION -  GIN
 DV0486  PID         -  DV0486
 DV0486  STATE/COUNTY-  AZ/MARICOPA
 DV0486  USGS QUAD   -  PERRYVILLE (1982)
 DV0486
 DV0486                         *CURRENT SURVEY CONTROL
 DV0486  ___________________________________________________________________
 DV0486* NAD 83(1992)-  33 24 48.10377(N)    112 24 34.11639(W)     ADJUSTED  
 DV0486* NAVD 88     -       285.20   (+/-2cm)     935.7    (feet)  VERTCON   
 DV0486  ___________________________________________________________________
 DV0486  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DV0486  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0486
 DV0486  HORZ ORDER  -  SECOND
 DV0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0486
 DV0486.The horizontal coordinates were established by classical geodetic methods
 DV0486.and adjusted by the National Geodetic Survey in August 1993..
 DV0486
 DV0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0486.The vertical order pertains to the NGVD 29 superseded value.
 DV0486
 DV0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0486
 DV0486.The geoid height was determined by GEOID03.
 DV0486
 DV0486;                    North         East     Units Scale Factor Converg.
 DV0486;SPC AZ C     -   267,700.734   167,525.625   MT  0.99992589   -0 16 17.0
 DV0486;SPC AZ C     -   878,283.25    549,624.75   iFT  0.99992589   -0 16 17.0
 DV0486;UTM  12      - 3,698,001.621   368,944.708   MT  0.99981175   -0 46 34.6
 DV0486
 DV0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0486!SPC AZ C     -   0.99996000  x   0.99992589  =   0.99988589
 DV0486!UTM  12      -   0.99996000  x   0.99981175  =   0.99977175
 DV0486
 DV0486:                Primary Azimuth Mark                     Grid Az
 DV0486:SPC AZ C     -  GOODYEAR AIRCRAFT CORP TANK              065 22 40.5
 DV0486:UTM  12      -  GOODYEAR AIRCRAFT CORP TANK              065 52 58.1
 DV0486
 DV0486|---------------------------------------------------------------------|
 DV0486| PID    Reference Object                     Distance      Geod. Az  |
 DV0486|                                                           dddmmss.s |
 DV0486| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.9 KM 0650623.5 |
 DV0486| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 4.3 KM 0675417.0 |
 DV0486| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 4.1 KM 0682955.7 |
 DV0486| DV0485 GIN RM 1                             38.023 METERS 24618     |
 DV0486| DV0487 GIN RM 2                             24.289 METERS 35012     |
 DV0486| DV2132 COTTON                              APPROX. 2.5 KM 3570811.9 |
 DV0486|---------------------------------------------------------------------|
 DV0486
 DV0486                          SUPERSEDED SURVEY CONTROL
 DV0486
 DV0486  NAD 83(1986)-  33 24 48.09794(N)    112 24 34.12102(W) AD(       ) 2
 DV0486  NAD 27      -  33 24 47.94330(N)    112 24 31.54500(W) AD(       ) 2
 DV0486  NGVD 29 (??/??/92)  284.572  (m)          933.63   (f) ADJ UNCH    2 0
 DV0486
 DV0486.Superseded values are not recommended for survey control.
 DV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0486.See file dsdata.txt to determine how the superseded data were derived.
 DV0486
 DV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6894598002(NAD 83)
 DV0486_MARKER: DE = TRAVERSE STATION DISK
 DV0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0486_STAMPING: GIN 1962
 DV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0486+STABILITY: SURFACE MOTION
 DV0486
 DV0486  HISTORY     - Date     Condition        Report By
 DV0486  HISTORY     - 1962     MONUMENTED       CGS
 DV0486  HISTORY     - 1962     GOOD             CGS
 DV0486  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV0486
 DV0486                          STATION DESCRIPTION
 DV0486
 DV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0486'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF AVONDALE,
 DV0486'ABOUT 3 MILES SOUTHEAST OF PERRYVILLE AND 0.5 MILE NORTH OF
 DV0486'U.S. HIGHWAY 80.
 DV0486'
 DV0486'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV0486'ON WESTERN AVENUE FOR 0.85 MILE TO CROSSROAD AND STOPLIGHT
 DV0486'IN GOODYEAR, TURN LEFT, GO SOUTH FOR 0.75 MILE TO U.S. HIGHWAY
 DV0486'80, TURN RIGHT, GO SOUTHWEST ON U.S. HIGHWAY 80 FOR 3.3 MILES
 DV0486'TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTH ON GRAVEL ROAD
 DV0486'FOR 0.5 MILE TO STATION ON LEFT.
 DV0486'
 DV0486'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0486'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 DV0486'AND STAMPED GIN 1962.  THE MARK IS 112 FEET EAST OF THE NORTHEAST
 DV0486'CORNER OF HOUSE, 74 FEET SOUTHEAST OF A IRRIGATION PUMP,
 DV0486'14.5 FEET SOUTH OF POWER POLE WITH TRANSFORMER AND 30 FEET
 DV0486'WEST OF CENTER OF ROAD.
 DV0486'
 DV0486'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0486'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF
 DV0486'SCALES AND STAMPED GIN NO 1 1962.  THE MARK IS 144 FEET WEST OF
 DV0486'CENTER OF ROAD AND 23 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 DV0486'CORNER OF HOUSE.
 DV0486'
 DV0486'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV0486'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DV0486'OF THE GROUND AND STAMPED GIN NO 2 1962.  THE MARK IS 44
 DV0486'FEET WEST OF CENTER OF ROAD, 28 FEET NORTHEAST OF A
 DV0486'IRRIGATION PUMP AND 2.5 FEET SOUTH OF POWER POLE WITH THREE
 DV0486'TRANSFORMERS.
 DV0486'
 DV0486'STATION COTTON 1935 TO BE USED FOR AZIMUTH MARK.
 DV0486
 DV0486                          STATION RECOVERY (1962)
 DV0486
 DV0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0486'5.2 MI SW FROM AVONDALE.
 DV0486'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0486'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0486'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0486'ROAD.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST FLUSH
 DV0486'WITH THE GROUND, 29 FT. WEST OF THE CENTER OF KIMBALL ROAD, 15 FT.
 DV0486'SOUTH OF THE CENTER OF A POWER POLE WITH TWO TRANS, 112 FT. EAST OF
 DV0486'THE NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE, ABOUT LEVEL WITH THE
 DV0486'ROAD.
 DV0486
 DV0486                          STATION RECOVERY (2006)
 DV0486
 DV0486'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0486'FOUND ONLY RM2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0859 ***********************************************************************
 CY0859  DESIGNATION -  GIN
 CY0859  PID         -  CY0859
 CY0859  STATE/COUNTY-  AZ/GREENLEE
 CY0859  USGS QUAD   -  DUNCAN (1986)
 CY0859
 CY0859                         *CURRENT SURVEY CONTROL
 CY0859  ___________________________________________________________________
 CY0859* NAD 83(1992)-  32 43 31.55802(N)    109 05 18.17578(W)     ADJUSTED  
 CY0859* NAVD 88     -      1129.4    (meters)    3705.     (feet)  VERTCON   
 CY0859  ___________________________________________________________________
 CY0859  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CY0859  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CY0859
 CY0859  HORZ ORDER  -  SECOND
 CY0859
 CY0859.The horizontal coordinates were established by classical geodetic methods
 CY0859.and adjusted by the National Geodetic Survey in August 1993..
 CY0859
 CY0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0859
 CY0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0859
 CY0859.The geoid height was determined by GEOID03.
 CY0859
 CY0859;                    North         East     Units Scale Factor Converg.
 CY0859;SPC AZ E     -   191,818.729   314,432.501   MT  1.00002593   +0 34 58.7
 CY0859;SPC AZ E     -   629,326.54  1,031,602.69   iFT  1.00002593   +0 34 58.7
 CY0859;UTM  12      - 3,622,465.013   679,140.346   MT  0.99999572   +1 02 01.4
 CY0859
 CY0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0859!SPC AZ E     -   0.99982678  x   1.00002593  =   0.99985271
 CY0859!UTM  12      -   0.99982678  x   0.99999572  =   0.99982250
 CY0859
 CY0859|---------------------------------------------------------------------|
 CY0859| PID    Reference Object                     Distance      Geod. Az  |
 CY0859|                                                           dddmmss.s |
 CY0859| CY0868 GIN RM 1                              8.968 METERS 11259     |
 CY0859| CY0860 GRAVEL                              APPROX. 3.0 KM 1254553.8 |
 CY0859| CY0867 GIN RM 2                              9.179 METERS 29409     |
 CY0859|---------------------------------------------------------------------|
 CY0859
 CY0859                          SUPERSEDED SURVEY CONTROL
 CY0859
 CY0859  NAD 83(1986)-  32 43 31.55129(N)    109 05 18.17525(W) AD(       ) 2
 CY0859  NGVD 29 (02/22/88) 1128.7    (m)         3703.     (f) VERT ANG       
 CY0859
 CY0859.Superseded values are not recommended for survey control.
 CY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0859.See file dsdata.txt to determine how the superseded data were derived.
 CY0859
 CY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7914022465(NAD 83)
 CY0859_MARKER: DS = TRIANGULATION STATION DISK
 CY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0859+STABILITY: SURFACE MOTION
 CY0859
 CY0859  HISTORY     - Date     Condition        Report By
 CY0859  HISTORY     - 1983     MONUMENTED       AZDT
 CY0859
 CY0859                          STATION DESCRIPTION
 CY0859
 CY0859'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0859'THE STATION IS LOCATED 1 MILE NORTHEAST OF DUNCAN ALONG THE ROAD WHICH
 CY0859'LEADS TO VIRDEN NEW MEXICO.
 CY0859'
 CY0859'THE STATION MARK IS AN AZDT DISK STAMPED---GIN 1983---.  IT IS SET IN
 CY0859'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 48 FEET SOUTHWEST OF THE
 CY0859'CENTERLINE OF VIRDEN ROAD AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 CY0859'
 CY0859'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GIN RM 1 1983---.  IT IS
 CY0859'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0859'
 CY0859'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GIN RM 2 1983---.  IT IS
 CY0859'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0859'
 CY0859'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0859'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.
 CY0859'TRAVEL NORTH ALONG SR 75 FOR 0.6 MILE TO A FORK,TURN RIGHT ON ROAD
 CY0859'TO VERDEN FOR 0.55 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0485 ***********************************************************************
 DV0485  DESIGNATION -  GIN RM 1
 DV0485  PID         -  DV0485
 DV0485  STATE/COUNTY-  AZ/MARICOPA
 DV0485  USGS QUAD   -  PERRYVILLE (1982)
 DV0485
 DV0485                         *CURRENT SURVEY CONTROL
 DV0485  ___________________________________________________________________
 DV0485* NAD 83(1986)-  33 24 47.     (N)    112 24 34.     (W)     SCALED    
 DV0485* NAVD 88     -       285.05   (+/-2cm)     935.2    (feet)  VERTCON   
 DV0485  ___________________________________________________________________
 DV0485  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0485
 DV0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0485
 DV0485.The horizontal coordinates were scaled from a topographic map and have
 DV0485.an estimated accuracy of +/- 6 seconds.
 DV0485
 DV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0485.The vertical order pertains to the NGVD 29 superseded value.
 DV0485
 DV0485.The geoid height was determined by GEOID03.
 DV0485
 DV0485;                    North         East    Units  Estimated Accuracy
 DV0485;SPC AZ C     -   267,670.      167,530.      MT  (+/- 180 meters Scaled)
 DV0485
 DV0485                          SUPERSEDED SURVEY CONTROL
 DV0485
 DV0485  NGVD 29 (??/??/92)  284.423  (m)          933.14   (f) ADJ UNCH    2 0
 DV0485
 DV0485.Superseded values are not recommended for survey control.
 DV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0485.See file dsdata.txt to determine how the superseded data were derived.
 DV0485
 DV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB689979(NAD 83)
 DV0485_MARKER: DR = REFERENCE MARK DISK
 DV0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0485_SP_SET: WALL
 DV0485_STAMPING: GIN NO 1 1962
 DV0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0485
 DV0485  HISTORY     - Date     Condition        Report By
 DV0485  HISTORY     - 1962     MONUMENTED       CGS
 DV0485  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV0485
 DV0485                          STATION DESCRIPTION
 DV0485
 DV0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0485'5.2 MI SW FROM AVONDALE.
 DV0485'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0485'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0485'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0485'ROAD.  THE MARK IS A STANDARD DISK DRILLED IN THE TOP OF THE SOUTHEAST
 DV0485'CORNER OF A CONCRETE RETAINING WALL OF THE TRUCK SCALES, 141 FT. WEST
 DV0485'OF THE CENTER OF THE ROAD, 21 FT. SOUTHEAST OF THE CORNER OF THE SCALE
 DV0485'HOUSE, 124.8 FT. SOUTHWEST OF TRAVERSE STATION GIN.
 DV0485
 DV0485                          STATION RECOVERY (2006)
 DV0485
 DV0485'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0487 ***********************************************************************
 DV0487  DESIGNATION -  GIN RM 2
 DV0487  PID         -  DV0487
 DV0487  STATE/COUNTY-  AZ/MARICOPA
 DV0487  USGS QUAD   -  PERRYVILLE (1982)
 DV0487
 DV0487                         *CURRENT SURVEY CONTROL
 DV0487  ___________________________________________________________________
 DV0487* NAD 83(1986)-  33 24 47.     (N)    112 24 34.     (W)     SCALED    
 DV0487* NAVD 88     -       285.87   (+/-2cm)     937.9    (feet)  VERTCON   
 DV0487  ___________________________________________________________________
 DV0487  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0487
 DV0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0487
 DV0487.The horizontal coordinates were scaled from a topographic map and have
 DV0487.an estimated accuracy of +/- 6 seconds.
 DV0487
 DV0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0487.The vertical order pertains to the NGVD 29 superseded value.
 DV0487
 DV0487.The geoid height was determined by GEOID03.
 DV0487
 DV0487;                    North         East    Units  Estimated Accuracy
 DV0487;SPC AZ C     -   267,670.      167,530.      MT  (+/- 180 meters Scaled)
 DV0487
 DV0487                          SUPERSEDED SURVEY CONTROL
 DV0487
 DV0487  NGVD 29 (??/??/92)  285.234  (m)          935.81   (f) ADJ UNCH    2 0
 DV0487
 DV0487.Superseded values are not recommended for survey control.
 DV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0487.See file dsdata.txt to determine how the superseded data were derived.
 DV0487
 DV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB689979(NAD 83)
 DV0487_MARKER: DR = REFERENCE MARK DISK
 DV0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0487_STAMPING: GIN RM 2 1962
 DV0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0487+STABILITY: SURFACE MOTION
 DV0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0487+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 DV0487
 DV0487  HISTORY     - Date     Condition        Report By
 DV0487  HISTORY     - 1962     MONUMENTED       CGS
 DV0487  HISTORY     - 20060706 GOOD             GEOCAC
 DV0487
 DV0487                          STATION DESCRIPTION
 DV0487
 DV0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0487'5.2 MI SW FROM AVONDALE.
 DV0487'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0487'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0487'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0487'ROAD.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST FLUSH
 DV0487'WITH THE GROUND, 42 FT. WEST OF THE CENTER OF THE ROAD, 2.5 FT. SOUTH
 DV0487'OF A POWER POLE WITH THREE TRANS, 122 FT. NORTHEAST OF THE NORTHMOST
 DV0487'CORNER OF THE SCALE HOUSE, 79.7 FT. NORTH OF TRAVERSE STATION GIN, AND
 DV0487'1.0 FT. ABOVE THE ROAD.
 DV0487
 DV0487                          STATION RECOVERY (2006)
 DV0487
 DV0487'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0487'BLOCK BUILDING IS NO LONGER ON SITE.  POWER POLE WITH THREE
 DV0487'TRANSFORMERS STILL EXISTS AS DOES THE IRRIGATION PUMP.  MARK IS
 DV0487'MOUNTED IN CONCRETE WHICH NOW PROTRUDES APPOXIMATELY ONE FOOT ABOVE
 DV0487'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5011 ***********************************************************************
 DG5011  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5011  DESIGNATION -  GISELA
 DG5011  PID         -  DG5011
 DG5011  STATE/COUNTY-  AZ/GILA
 DG5011  USGS QUAD   -  GISELA (1972)
 DG5011
 DG5011                         *CURRENT SURVEY CONTROL
 DG5011  ___________________________________________________________________
 DG5011* NAD 83(1992)-  34 06 02.58400(N)    111 17 31.20728(W)     ADJUSTED  
 DG5011* NAVD 88     -       934.13   (meters)    3064.7    (feet)  GPS OBS   
 DG5011  ___________________________________________________________________
 DG5011  X           -  -1,920,095.675 (meters)                     COMP
 DG5011  Y           -  -4,926,822.733 (meters)                     COMP
 DG5011  Z           -   3,556,212.029 (meters)                     COMP
 DG5011  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DG5011  ELLIP HEIGHT-         907.87  (meters)          (03/01/04) GPS OBS
 DG5011  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DG5011
 DG5011  HORZ ORDER  -  A
 DG5011  ELLP ORDER  -  FOURTH    CLASS I
 DG5011
 DG5011.The horizontal coordinates were established by GPS observations
 DG5011.and adjusted by the National Geodetic Survey in March 2004..
 DG5011
 DG5011.The orthometric height was determined by GPS observations and a
 DG5011.high-resolution geoid model using precise GPS observation and
 DG5011.processing techniques.
 DG5011
 DG5011.Photographs are available for this station.
 DG5011
 DG5011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5011
 DG5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5011
 DG5011.The ellipsoidal height was determined by GPS observations
 DG5011.and is referenced to NAD 83.
 DG5011
 DG5011.The geoid height was determined by GEOID03.
 DG5011
 DG5011;                    North         East     Units Scale Factor Converg.
 DG5011;SPC AZ E     -   344,396.409   109,526.879   MT  1.00003286   -0 37 51.5
 DG5011;SPC AZ E     - 1,129,909.48    359,340.15   iFT  1.00003286   -0 37 51.5
 DG5011;UTM  12      - 3,773,361.936   473,066.070   MT  0.99960894   -0 09 49.4
 DG5011
 DG5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5011!SPC AZ E     -   0.99985750  x   1.00003286  =   0.99989036
 DG5011!UTM  12      -   0.99985750  x   0.99960894  =   0.99946650
 DG5011
 DG5011                          SUPERSEDED SURVEY CONTROL
 DG5011
 DG5011.No superseded survey control is available for this station.
 DG5011
 DG5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7306673362(NAD 83)
 DG5011_MARKER: I = METAL ROD
 DG5011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG5011_MARK LOGO: AZ-007
 DG5011_PROJECTION: FLUSH
 DG5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5011+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DG5011_ROD/PIPE-DEPTH: 10   meters
 DG5011
 DG5011  HISTORY     - Date     Condition        Report By
 DG5011  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5011
 DG5011                          STATION DESCRIPTION
 DG5011
 DG5011'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5011'STATION DESCRIPTION  (2003)
 DG5011' 
 DG5011'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5011' 
 DG5011'FROM THE INTERSECTION OF SR-87 AND THE GISELA TURNOFF, JUST SOUTH OF
 DG5011'RYE, TURN EAST ON FS-417 (GISELA ROAD) AND TRAVEL 4.4 MILES TO A
 DG5011'TWO-WAY INTERSECTION.  THE MONUMENT IS IN THE CENTER OF THE ISLAND.
 DG5011' 
 DG5011'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2273 ***********************************************************************
 DV2273  DESIGNATION -  GLADDEN
 DV2273  PID         -  DV2273
 DV2273  STATE/COUNTY-  AZ/MARICOPA
 DV2273  USGS QUAD   -  GLADDEN (1989)
 DV2273
 DV2273                         *CURRENT SURVEY CONTROL
 DV2273  ___________________________________________________________________
 DV2273* NAD 83(1992)-  33 54 10.46035(N)    113 17 57.80531(W)     ADJUSTED  
 DV2273* NAVD 88     -       671.3    (meters)    2202.     (feet)  VERTCON   
 DV2273  ___________________________________________________________________
 DV2273  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV2273  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2273
 DV2273  HORZ ORDER  -  SECOND
 DV2273
 DV2273.The horizontal coordinates were established by classical geodetic methods
 DV2273.and adjusted by the National Geodetic Survey in August 1993..
 DV2273
 DV2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2273
 DV2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2273
 DV2273.The geoid height was determined by GEOID03.
 DV2273
 DV2273;                    North         East     Units Scale Factor Converg.
 DV2273;SPC AZ C     -   322,745.878    85,480.271   MT  1.00010153   -0 46 16.9
 DV2273;SPC AZ C     - 1,058,877.55    280,447.08   iFT  1.00010153   -0 46 16.9
 DV2273;UTM  12      - 3,753,770.810   287,393.262   MT  1.00015726   -1 16 59.0
 DV2273
 DV2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2273!SPC AZ C     -   0.99989935  x   1.00010153  =   1.00000087
 DV2273!UTM  12      -   0.99989935  x   1.00015726  =   1.00005659
 DV2273
 DV2273|---------------------------------------------------------------------|
 DV2273| PID    Reference Object                     Distance      Geod. Az  |
 DV2273|                                                           dddmmss.s |
 DV2273| CS6633 GLADDEN RM 1                         18.192 METERS 03738     |
 DV2273| CS6634 GLADDEN RM 2                         18.267 METERS 31845     |
 DV2273|---------------------------------------------------------------------|
 DV2273
 DV2273                          SUPERSEDED SURVEY CONTROL
 DV2273
 DV2273  NAD 83(1986)-  33 54 10.45939(N)    113 17 57.80888(W) AD(       ) 2
 DV2273  NGVD 29 (11/27/91)  670.6    (m)         2200.     (f) VERT ANG       
 DV2273
 DV2273.Superseded values are not recommended for survey control.
 DV2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2273.See file dsdata.txt to determine how the superseded data were derived.
 DV2273
 DV2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8739353771(NAD 83)
 DV2273_MARKER: DS = TRIANGULATION STATION DISK
 DV2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2273+STABILITY: SURFACE MOTION
 DV2273
 DV2273  HISTORY     - Date     Condition        Report By
 DV2273  HISTORY     - 1985     MONUMENTED       AZDT
 DV2273
 DV2273                          STATION DESCRIPTION
 DV2273
 DV2273'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2273'THE STATION IS LOCATED 7-1/2 MILES SOUTHWEST OF AGUILA ALONG THE NORTH
 DV2273'SIDE OF U.S. HIGHWAY 60.
 DV2273'
 DV2273'THE STATION MARK IS AN AZDT DISK STAMPED---GLADDEN 1985---.  IT IS SET
 DV2273'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 80 FEET NORTHWEST OF
 DV2273'CENTER LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS POST.
 DV2273'
 DV2273'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GLADDEN RM 1 1985---.  IT
 DV2273'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTH OF THE RIGHT
 DV2273'OF WAY FENCE.
 DV2273'
 DV2273'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GLADDEN RM 2 1985---.  IT
 DV2273'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 6 FEET SOUTH OF THE RIGHT
 DV2273'OF WAY FENCE.
 DV2273'
 DV2273'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2273'ALONG U.S. HIGHWAY 60 FOR 7.7 MILES TO MILEPOST 76.5 AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0882 ***********************************************************************
 ET0882  DESIGNATION -  GLASSFORD
 ET0882  PID         -  ET0882
 ET0882  STATE/COUNTY-  AZ/YAVAPAI
 ET0882  USGS QUAD   -  PRESCOTT (1973)
 ET0882
 ET0882                         *CURRENT SURVEY CONTROL
 ET0882  ___________________________________________________________________
 ET0882* NAD 83(1992)-  34 35 22.11701(N)    112 22 54.43904(W)     ADJUSTED  
 ET0882* NAVD 88     -      1884.4    (meters)    6182.     (feet)  VERTCON   
 ET0882  ___________________________________________________________________
 ET0882  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 ET0882  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0882
 ET0882  HORZ ORDER  -  SECOND
 ET0882
 ET0882.The horizontal coordinates were established by classical geodetic methods
 ET0882.and adjusted by the National Geodetic Survey in August 1993..
 ET0882
 ET0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0882
 ET0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0882
 ET0882.The geoid height was determined by GEOID03.
 ET0882
 ET0882;                    North         East     Units Scale Factor Converg.
 ET0882;SPC AZ C     -   398,134.964   170,692.999   MT  0.99992243   -0 15 50.6
 ET0882;SPC AZ C     - 1,306,217.07    560,016.40   iFT  0.99992243   -0 15 50.6
 ET0882;UTM  12      - 3,828,386.724   373,278.602   MT  0.99979793   -0 47 04.3
 ET0882
 ET0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0882!SPC AZ C     -   0.99970840  x   0.99992243  =   0.99963086
 ET0882!UTM  12      -   0.99970840  x   0.99979793  =   0.99950639
 ET0882
 ET0882|---------------------------------------------------------------------|
 ET0882| PID    Reference Object                     Distance      Geod. Az  |
 ET0882|                                                           dddmmss.s |
 ET0882| CH2335 GLASSFORD RM 2                       11.347 METERS 08652     |
 ET0882| CH2334 GLASSFORD RM 1                       15.219 METERS 19948     |
 ET0882| ET0987 GRANITE                             APPROX.16.6 KM 2885312.7 |
 ET0882| ET0887 PRESCOTT SOUTH BASE                 APPROX.12.7 KM 3443459.5 |
 ET0882|---------------------------------------------------------------------|
 ET0882
 ET0882                          SUPERSEDED SURVEY CONTROL
 ET0882
 ET0882  NAD 83(1986)-  34 35 22.11425(N)    112 22 54.43709(W) AD(       ) 2
 ET0882  NAD 27      -  34 35 22.02493(N)    112 22 51.83460(W) AD(       ) 2
 ET0882  NGVD 29 (07/19/86) 1883.5    (m)         6179.     (f) VERT ANG       
 ET0882
 ET0882.Superseded values are not recommended for survey control.
 ET0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0882.See file dsdata.txt to determine how the superseded data were derived.
 ET0882
 ET0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7327928387(NAD 83)
 ET0882_MARKER: X = CHISELED CROSS
 ET0882_SETTING: 66 = SET IN ROCK OUTCROP
 ET0882_SP_SET: SET IN BEDROCK
 ET0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0882+STABILITY: POSITION/ELEVATION WELL
 ET0882
 ET0882  HISTORY     - Date     Condition        Report By
 ET0882  HISTORY     - 1943     MONUMENTED       USGS
 ET0882  HISTORY     - 1973     GOOD             USGS
 ET0882  HISTORY     - 1980     GOOD             AZDT
 ET0882
 ET0882                          STATION DESCRIPTION
 ET0882
 ET0882'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET0882'LOCATED 3.3 MI N. AND 5 MI E. OF CENTER OF PRESCOTT.  ON TOP OF
 ET0882'NORTHWESTERLY AND HIGHEST POINT OF GLASSFORD HILL.
 ET0882'
 ET0882'STATION MARK--CHISELED CROSS IN SOLID ROCK, 1 FT ABOVE GROUND.
 ET0882'
 ET0882'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN LAVA
 ET0882'OUTCROP.
 ET0882'
 ET0882'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LAVA
 ET0882'OUTCROP.
 ET0882
 ET0882                          STATION RECOVERY (1973)
 ET0882
 ET0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0882'RECOVERED AS DESCRIBED BY USGS.
 ET0882'
 ET0882'TO REACH FROM YAVAPAI COUNTY COURTHOUSE IN PRESCOTT, GO 1.8 MI E.
 ET0882'ON U.S. HWY. 89 TO JCT. WITH STATE HWY. 69.  BEAR RIGHT 4.8 MI SE.
 ET0882'ON STATE HWY. 69 TO RAMADA DRIVE AT DIAMOND VALLEY HOMES.  TURN
 ET0882'LEFT ON RAMADA DRIVE 0.6 MI TO THELMA DRIVE.  TURN RIGHT 0.25 MI
 ET0882'NORTHERLY ON THELMA DRIVE TO 4-WAY INTERSECTION AT STEEL-TOWER
 ET0882'POWER TRANSMISSION LINE.  TURN LEFT ABOUT 1 MI NW. ALONG POWER
 ET0882'LINE ACCESS RD. TO CREST OF FLAT RIDGE AND STEEL TOWER AT HIGHEST
 ET0882'POINT OF RIDGE ON POWER LINE.  TURN RIGHT CROSS-COUNTRY NE. AT
 ET0882'TOWER ON TOP AND DRIVE UP GENTLE ROCKY GRADE 1.3 MI TO LOW FLAT
 ET0882'TOP ABOUT 0.8 MI S. OF GLASSFORD HILL.  PACK NE. THROUGH LOW
 ET0882'SADDLE THEN BEAR NORTHERLY UP RIDGE TO HIGHEST POINT AND STATION
 ET0882'ABOUT 1 MI FROM END OF TRUCK TRAVEL.
 ET0882
 ET0882                          STATION RECOVERY (1980)
 ET0882
 ET0882'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0882'THE STATION IS LOCATED 3.3 MILES NORTH AND 5 MILES EAST OF THE CENTER
 ET0882'OF PRESCOTT ON TOP OF THE NORTHWESTERLY AND HIGHEST PART OF  GLASSFORD
 ET0882'HILL.
 ET0882'
 ET0882'THE STATION MARK IS A CROSS CHISELED ON TOP OF PROJECTING BEDROCK.
 ET0882'
 ET0882'REFERENCE MARK 1 IS A USGS DISK STAMPED NO 1 SET IN A DRILL HOLE.
 ET0882'
 ET0882'REFERENCE MARK 2 IS A USGS DISK STAMPED NO 2 SET IN A DRILL HOLE.
 ET0882'
 ET0882'TO REACH THE STATION FROM THE JUNCTION OF US 89 AND SR 69 IN PRESCOTT.
 ET0882'TRAVEL EAST ALONG SR 69 FOR 5.15 MILES TO A BLADED ROAD ON THE LEFT.
 ET0882'TURN LEFT FOR 0.43 MILE TO A FORK, TAKE LEFT FORK FOR 0.17 MILE TO A
 ET0882'CROSSROAD, CONTINUE AHEAD FOR 0.05 MILE TO A CROSSROAD WILLIAM AND
 ET0882'RAMADA DRIVES, CONTINUE AHEAD FOR 0.05 MILE TO A T ROAD ON THE RIGHT.
 ET0882'TURN RIGHT AND CONTINUE FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND
 ET0882'CONTINUE NORTH AND WEST UNDER THE HIGHLINE FOR 0.35 MILE TO A GATE.
 ET0882'PASS THROUGH GATE FOR 0.25 MILE TO A FORK LEADING TO CORRALS AND WIND
 ET0882'MILL.  TAKE LEFT FORK FOR 0.28 MILE TO A GATE.  PASS THROUGH GATE FOR
 ET0882'0.1 MILE TO A GATE BY HIGHLINE TOWER NUMBER 146-3.  PASS THROUGH GATE
 ET0882'AND CONTINUE WEST FOR 0.23 MILE TO HIGHLINE TOWER NUMBER 146-2 AND A
 ET0882'DIM TRACK ROAD ON THE EAST SIDE OF TOWER LEADING NORTH.  TURN RIGHT ON
 ET0882'TRACK ROAD FOR 75 FEET THEN TURN NORTHEAST ON DIM TRACK ROAD ACROSS
 ET0882'THE FLATS FOR 0.36 MILE TO A NORTH SOUTH FENCELINE.  TURN LEFT AND
 ET0882'TRAVEL NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO THE
 ET0882'WEST 1/4 CORNER OF SECTION  19, CONTINUE NORTH FOR 0.1 MILE TO END OF
 ET0882'TRUCK TRAVEL.  PACK NORTHEAST ACROSS THE DRAINAGE AND UP THE SOUTHWEST
 ET0882'SLOPE OF THE HILL TO THE HIGHEST PART AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0607 ***********************************************************************
 GP0607  DESIGNATION -  GLEN
 GP0607  PID         -  GP0607
 GP0607  STATE/COUNTY-  AZ/COCONINO
 GP0607  USGS QUAD   -  LEES FERRY (1985)
 GP0607
 GP0607                         *CURRENT SURVEY CONTROL
 GP0607  ___________________________________________________________________
 GP0607* NAD 83(1992)-  36 51 38.46140(N)    111 33 21.98341(W)     ADJUSTED  
 GP0607* NAVD 88     -       980.2    (meters)    3216.     (feet)  VERTCON   
 GP0607  ___________________________________________________________________
 GP0607  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GP0607  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0607
 GP0607  HORZ ORDER  -  THIRD
 GP0607
 GP0607.The horizontal coordinates were established by classical geodetic methods
 GP0607.and adjusted by the National Geodetic Survey in August 1993..
 GP0607
 GP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0607
 GP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0607
 GP0607.The geoid height was determined by GEOID03.
 GP0607
 GP0607;                    North         East     Units Scale Factor Converg.
 GP0607;SPC AZ C     -   650,071.515   245,509.366   MT  0.99991273   +0 12 58.6
 GP0607;SPC AZ C     - 2,132,780.56    805,476.92   iFT  0.99991273   +0 12 58.6
 GP0607;UTM  12      - 4,079,562.054   450,429.483   MT  0.99963027   -0 20 01.0
 GP0607
 GP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0607!SPC AZ C     -   0.99984987  x   0.99991273  =   0.99976261
 GP0607!UTM  12      -   0.99984987  x   0.99963027  =   0.99948019
 GP0607
 GP0607|---------------------------------------------------------------------|
 GP0607| PID    Reference Object                     Distance      Geod. Az  |
 GP0607|                                                           dddmmss.s |
 GP0607| CH2337 GLEN RM 2                            11.685 METERS 09813     |
 GP0607| GP0604 GLEN AZ MK                          APPROX. 1.5 KM 1323811.5 |
 GP0607| CH2336 GLEN RM 1                             9.655 METERS 33820     |
 GP0607|---------------------------------------------------------------------|
 GP0607
 GP0607                          SUPERSEDED SURVEY CONTROL
 GP0607
 GP0607  NAD 83(1986)-  36 51 38.45718(N)    111 33 21.98528(W) AD(       ) 3
 GP0607  NAD 27      -  36 51 38.49800(N)    111 33 19.41200(W) AD(       ) 3
 GP0607  NGVD 29 (07/19/86)  979.3    (m)         3213.     (f) VERT ANG       
 GP0607
 GP0607.Superseded values are not recommended for survey control.
 GP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0607.See file dsdata.txt to determine how the superseded data were derived.
 GP0607
 GP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5042979562(NAD 83)
 GP0607_MARKER: DS = TRIANGULATION STATION DISK
 GP0607_SETTING: 66 = SET IN ROCK OUTCROP
 GP0607_SP_SET: PARTIALLY EXPOSED BEDROCK
 GP0607
 GP0607  HISTORY     - Date     Condition        Report By
 GP0607  HISTORY     - 1947     MONUMENTED       CGS
 GP0607
 GP0607                          STATION DESCRIPTION
 GP0607
 GP0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0607'THE STATION IS LOCATED ABOUT 4.0 MILES UP THE COLORADO RIVER
 GP0607'FROM LEES FERRY, 1.0 MILES UP THE RIVER FROM THE MOUTH OF BADGER
 GP0607'CREEK, AND ON A SMALL SLIDE AREA ALONG THE NORTHEAST SIDE OF
 GP0607'THE RIVER.
 GP0607'
 GP0607'THE STATION IS A STANDARD DISK STAMPED GLEN 1947, SET IN
 GP0607'BEDROCK, FLUSH.  IT IS 500 YARDS UP THE RIVER FROM A CREVICE,
 GP0607'100 FEET ABOVE THE WATER LINE, 30 METERS NORTHEAST OF THE
 GP0607'RIVER EDGE, 30 METERS SOUTHWEST OF THE CANYON WALL, AND 4
 GP0607'METERS NORTHEAST OF THE EDGE OF THE CLIFF.
 GP0607'
 GP0607'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED GLEN NO 1 1947,
 GP0607'SET IN BEDROCK, FLUSH.  IT IS 4 METERS NORTHEAST OF THE EDGE
 GP0607'OF THE CLIFF, AND ABOUT 3 FEET HIGHER THAN THE STATION.
 GP0607'
 GP0607'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED GLEN NO 2 1947,
 GP0607'SET IN BEDROCK, FLUSH.  IT IS 6 METERS NORTHEAST OF THE EDGE
 GP0607'OF THE CLIFF, ABOUT 3 FEET HIGHER THAN THE STATION.
 GP0607'
 GP0607'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLEN 1947, SET IN
 GP0607'ROCK OUTCROP, PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 75
 GP0607'METERS UP STREAM FROM THE MOUTH OF BADGER CREEK, 100 METERS
 GP0607'NORTHEAST OF THE RIVER, 75 METERS SOUTHWEST OF THE CANYON WALL,
 GP0607'AND ABOUT 15 METERS NORTH OF THE BASE OF THE SLIDE.
 GP0607'
 GP0607'TO REACH THE STATION FROM LEES FERRY GO UP THE COLORADO RIVER
 GP0607'FOR ABOUT 4.0 MILES OR 1.0 MILE AFTER PASSING THE MOUTH OF
 GP0607'BADGER CREEK ON THE RIGHT TO THE MIDDLE OF A SLIDE AREA ON
 GP0607'THE RIGHT OR NORTHEAST SIDE OF THE RIVER, AND THE STATION
 GP0607'AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1246 ***********************************************************************
 CY1246  DESIGNATION -  GLEN
 CY1246  PID         -  CY1246
 CY1246  STATE/COUNTY-  AZ/GRAHAM
 CY1246  USGS QUAD   -  EDEN (1985)
 CY1246
 CY1246                         *CURRENT SURVEY CONTROL
 CY1246  ___________________________________________________________________
 CY1246* NAD 83(1992)-  32 55 32.75810(N)    109 52 51.77182(W)     ADJUSTED  
 CY1246* NAVD 88     -       860.5    (meters)    2823.     (feet)  VERTCON   
 CY1246  ___________________________________________________________________
 CY1246  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CY1246  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1246
 CY1246  HORZ ORDER  -  FIRST
 CY1246
 CY1246.The horizontal coordinates were established by classical geodetic methods
 CY1246.and adjusted by the National Geodetic Survey in August 1993..
 CY1246
 CY1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1246
 CY1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1246
 CY1246.The geoid height was determined by GEOID03.
 CY1246
 CY1246;                    North         East     Units Scale Factor Converg.
 CY1246;SPC AZ E     -   213,555.738   240,071.712   MT  0.99990879   +0 09 18.9
 CY1246;SPC AZ E     -   700,642.19    787,636.85   iFT  0.99990879   +0 09 18.9
 CY1246;UTM  12      - 3,643,612.736   604,618.048   MT  0.99973495   +0 36 29.8
 CY1246
 CY1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1246!SPC AZ E     -   0.99986918  x   0.99990879  =   0.99977798
 CY1246!UTM  12      -   0.99986918  x   0.99973495  =   0.99960416
 CY1246
 CY1246:                Primary Azimuth Mark                     Grid Az
 CY1246:SPC AZ E     -  GLEN AZ MK                               116 43 27.0
 CY1246:UTM  12      -  GLEN AZ MK                               116 16 16.1
 CY1246
 CY1246|---------------------------------------------------------------------|
 CY1246| PID    Reference Object                     Distance      Geod. Az  |
 CY1246|                                                           dddmmss.s |
 CY1246| CC7445 GLEN AZ MK                                         1165245.9 |
 CY1246| CC7446 GLEN RM 1                             7.982 METERS 13655     |
 CY1246| CC7447 GLEN RM 2                             0.005 METERS 23727     |
 CY1246|---------------------------------------------------------------------|
 CY1246
 CY1246                          SUPERSEDED SURVEY CONTROL
 CY1246
 CY1246  NAD 83(1986)-  32 55 32.75262(N)    109 52 51.77201(W) AD(       ) 1
 CY1246  NAD 27      -  32 55 32.52100(N)    109 52 49.47200(W) AD(       ) 1
 CY1246  NGVD 29 (07/19/86)  859.9    (m)         2821.     (f) VERT ANG       
 CY1246
 CY1246.Superseded values are not recommended for survey control.
 CY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1246.See file dsdata.txt to determine how the superseded data were derived.
 CY1246
 CY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0461843613(NAD 83)
 CY1246_MARKER: DS = TRIANGULATION STATION DISK
 CY1246_SETTING: 80 = SET IN A BOULDER
 CY1246_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1246
 CY1246  HISTORY     - Date     Condition        Report By
 CY1246  HISTORY     - 1945     MONUMENTED       CGS
 CY1246  HISTORY     - 20060825 MARK NOT FOUND   GEOCAC
 CY1246
 CY1246                          STATION DESCRIPTION
 CY1246
 CY1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1246'STATION IS LOCATED 4 MILES (AIR LINE) NW OF PIMA AND 1 MILE
 CY1246'NW OF GLENBAR.  IT IS ON THE N END OF A LOW RIDGE JUST S OF
 CY1246'THE RAILROAD TRACK ALONG U.S. HIGHWAY 70.
 CY1246'
 CY1246'TO REACH THE STATION FROM THE PIMA PUBLIC SCHOOL, GO NW ON
 CY1246'U.S. HIGHWAY 70 FOR 4.1 MILES TO A DIRT ROAD ON THE LEFT.
 CY1246'TURN LEFT OFF THE HIGHWAY ONTO DIRT ROAD AND GO 0.05 MILE,
 CY1246'CROSSING RAILROAD TRACK, PASSING THROUGH GATE IN WIRE FENCE,
 CY1246'AND CROSSING IRRIGATION DITCH.  TAKE RIGHT FORK FOR ABOUT 90
 CY1246'YARDS.  TURN LEFT OFF ROAD AND FOLLOW UP WASH FOR ABOUT
 CY1246'0.05 MILE.  THEN TURN LEFT UP TO TOP OF RIDGE AND THEN LEFT
 CY1246'DOWN RIDGE TO STATION.
 CY1246'
 CY1246'THE STATION IS 253 FEET SSW OF THE CENTER LINE OF U.S. HIGHWAY
 CY1246'70, 198 FEET OF THE CENTER OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY1246'TRACK, AND 15 FEET NNE OF A 4 INCH SQUARE WHITE WITNESS
 CY1246'POST.  IT IS MARKED BY A BRONZE STATION DISK SET IN A BOULDER
 CY1246'WHICH LIES 1 INCH BELOW THE SURFACE OF THE GROUND.  STAMPED GLEN
 CY1246'1945.
 CY1246'
 CY1246'REFERENCE MARK 1 IS SE OF THE STATION AND ABOUT 1/2 FOOT
 CY1246'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1246'IS FLUSH WITH THE GROUND.  STAMPED GLEN NO 1 1945.
 CY1246'
 CY1246'REFERENCE MARK 2 IS WSW OF THE STATION AND ABOUT 1/2 FOOT
 CY1246'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1246'IS FLUSH WITH THE GROUND.  STAMPED GLEN NO 2 1945.
 CY1246'
 CY1246'AZIMUTH MARK IS 0.5 MILE ESE OF THE STATION, 29-1/2 FEET
 CY1246'SW OF THE CENTER LINE OF U.S. HIGHWAY 70, 23-1/2 FEET NE
 CY1246'OF THE CENTER OF THE RAILROAD TRACK, AND 23-1/2 FEET SSE OF
 CY1246'THE ANGLE BETWEEN THE HEADWALL AND THE WING OF THE CULVERT ON
 CY1246'THE S SIDE OF THE HIGHWAY.  IT IS 3 FEET W OF A 4 INCH SQUARE
 CY1246'WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN A
 CY1246'CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.  STAMPED
 CY1246'GLEN 1945.
 CY1246
 CY1246                          STATION RECOVERY (2006)
 CY1246
 CY1246'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1246'A BUILDING IS NOW LOCATED AT THE TOP OF THE RIDGE. DID NOT LOCATE THE
 CY1246'BOULDER OR THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1298 ***********************************************************************
 DV1298  DESIGNATION -  GLEN 17
 DV1298  PID         -  DV1298
 DV1298  STATE/COUNTY-  AZ/MARICOPA
 DV1298  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1298
 DV1298                         *CURRENT SURVEY CONTROL
 DV1298  ___________________________________________________________________
 DV1298* NAD 83(1986)-  33 32 19.     (N)    112 06 45.     (W)     SCALED    
 DV1298* NAVD 88     -       360.404  (meters)    1182.43   (feet)  ADJUSTED  
 DV1298  ___________________________________________________________________
 DV1298  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1298  DYNAMIC HT  -         359.991 (meters)    1181.07  (feet)  COMP
 DV1298  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 DV1298
 DV1298  VERT ORDER  -  FIRST     CLASS II
 DV1298
 DV1298.The horizontal coordinates were scaled from a topographic map and have
 DV1298.an estimated accuracy of +/- 6 seconds.
 DV1298
 DV1298.The orthometric height was determined by differential leveling
 DV1298.and adjusted by the National Geodetic Survey in November 1993..
 DV1298
 DV1298.The geoid height was determined by GEOID03.
 DV1298
 DV1298.The dynamic height is computed by dividing the NAVD 88
 DV1298.geopotential number by the normal gravity value computed on the
 DV1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1298.degrees latitude (g = 980.6199 gals.).
 DV1298
 DV1298.The modeled gravity was interpolated from observed gravity values.
 DV1298
 DV1298;                    North         East    Units  Estimated Accuracy
 DV1298;SPC AZ C     -   281,500.      195,170.      MT  (+/- 180 meters Scaled)
 DV1298
 DV1298                          SUPERSEDED SURVEY CONTROL
 DV1298
 DV1298.No superseded survey control is available for this station.
 DV1298
 DV1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967115(NAD 83)
 DV1298_MARKER: DB = BENCH MARK DISK
 DV1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1298_SP_SET: CONCRETE CURB
 DV1298_STAMPING: GLEN-17 1981
 DV1298_MARK LOGO: AZDT  
 DV1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1298
 DV1298  HISTORY     - Date     Condition        Report By
 DV1298  HISTORY     - 1981     MONUMENTED       AZDT
 DV1298
 DV1298                          STATION DESCRIPTION
 DV1298
 DV1298'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1298'PHOENIX.
 DV1298'5 MI (8 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1298'MCDOWELL ROAD IN PHOENIX TO THE MARK.  SET IN TOP OF THE WEST END OF
 DV1298'THE MEDIAN CURB OF THE GLENDALE OVERPASS BRIDGE.  9.4 FT (2.87 M)
 DV1298'WEST OF A STEEL TRAFFIC LIGHT STANDARD.  0.3 FT (0.09 M) EAST OF THE
 DV1298'WEST END OF MEDIAN ISLAND.  FLUSH WITH TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0604 ***********************************************************************
 GP0604  DESIGNATION -  GLEN AZ MK
 GP0604  PID         -  GP0604
 GP0604  STATE/COUNTY-  AZ/COCONINO
 GP0604  USGS QUAD   -  LEES FERRY (1985)
 GP0604
 GP0604                         *CURRENT SURVEY CONTROL
 GP0604  ___________________________________________________________________
 GP0604* NAD 83(1992)-  36 51 05.34806(N)    111 32 37.23494(W)     ADJUSTED  
 GP0604* NAVD 88     -       972.3    (meters)    3190.     (feet)  VERTCON   
 GP0604  ___________________________________________________________________
 GP0604  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GP0604  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GP0604
 GP0604  HORZ ORDER  -  THIRD
 GP0604
 GP0604.The horizontal coordinates were established by classical geodetic methods
 GP0604.and adjusted by the National Geodetic Survey in August 1993..
 GP0604
 GP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0604
 GP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0604
 GP0604.The geoid height was determined by GEOID03.
 GP0604
 GP0604;                    North         East     Units Scale Factor Converg.
 GP0604;SPC AZ C     -   649,055.103   246,621.689   MT  0.99991363   +0 13 25.3
 GP0604;SPC AZ C     - 2,129,445.88    809,126.28   iFT  0.99991363   +0 13 25.3
 GP0604;UTM  12      - 4,078,535.306   451,531.689   MT  0.99962894   -0 19 33.9
 GP0604
 GP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0604!SPC AZ C     -   0.99985110  x   0.99991363  =   0.99976474
 GP0604!UTM  12      -   0.99985110  x   0.99962894  =   0.99948010
 GP0604
 GP0604:                Primary Azimuth Mark                     Grid Az
 GP0604:SPC AZ C     -  BADGER                                   169 00 20.5
 GP0604:UTM  12      -  BADGER                                   169 33 19.7
 GP0604
 GP0604|---------------------------------------------------------------------|
 GP0604| PID    Reference Object                     Distance      Geod. Az  |
 GP0604|                                                           dddmmss.s |
 GP0604| GP0605 BADGER                              APPROX. 0.8 KM 1691345.8 |
 GP0604|---------------------------------------------------------------------|
 GP0604
 GP0604                          SUPERSEDED SURVEY CONTROL
 GP0604
 GP0604  NAD 83(1986)-  36 51 05.34391(N)    111 32 37.23674(W) AD(       ) 3
 GP0604  NAD 27      -  36 51 05.38500(N)    111 32 34.66900(W) AD(       ) 3
 GP0604  NGVD 29 (07/19/86)  971.4    (m)         3187.     (f) VERT ANG       
 GP0604
 GP0604.Superseded values are not recommended for survey control.
 GP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0604.See file dsdata.txt to determine how the superseded data were derived.
 GP0604
 GP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5153278535(NAD 83)
 GP0604_MARKER: DS = TRIANGULATION STATION DISK
 GP0604_SETTING: 66 = SET IN ROCK OUTCROP
 GP0604_SP_SET: SET IN ROCK OUTCROP
 GP0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0604+STABILITY: POSITION/ELEVATION WELL
 GP0604
 GP0604  HISTORY     - Date     Condition        Report By
 GP0604  HISTORY     - 1947     MONUMENTED       CGS
 GP0604
 GP0604                          STATION DESCRIPTION
 GP0604
 GP0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0604'THE STATION IS LOCATED ABOUT 3.0 MILES UP THE COLORADO RIVER
 GP0604'FROM LEES FERRY, ABOUT 75 YARDS UP STREAM FROM THE MOUTH OF
 GP0604'BADGER CREEK ON THE NORTHEAST BANK OF THE RIVER.
 GP0604'
 GP0604'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 GP0604'
 GP0604'DIRECTION WAS TAKEN TO STATIONS BADGER, CROWN, AND GLEN.
 GP0604'
 GP0604'TO REACH THE STATION FROM LEES FERRY GO UP THE COLORADO RIVER
 GP0604'FOR ABOUT 3.0 MILES OR TO THE MOUTH OF BADGER CREEK AND THE
 GP0604'STATION ON THE NORTHEAST SIDE OF THE RIVER, 75 YARDS UP THE
 GP0604'RIVER FROM THE MOUTH OF BADGER CREEK, 100 METERS NORTHEAST
 GP0604'OF THE RIVER, 75 METERS SOUTHWEST OF CANYON WALL, AND ABOUT
 GP0604'15 METERS NORTH OF THE BASE OF THE SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2027 ***********************************************************************
 DV2027  DESIGNATION -  GLENDALE
 DV2027  PID         -  DV2027
 DV2027  STATE/COUNTY-  AZ/MARICOPA
 DV2027  USGS QUAD   -  GLENDALE (1982)
 DV2027
 DV2027                         *CURRENT SURVEY CONTROL
 DV2027  ___________________________________________________________________
 DV2027* NAD 83(1992)-  33 32 09.93641(N)    112 11 08.66863(W)     ADJUSTED  
 DV2027* NAVD 88     -       387.0    (meters)    1270.     (feet)  VERTCON   
 DV2027  ___________________________________________________________________
 DV2027  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2027  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2027
 DV2027  HORZ ORDER  -  FIRST
 DV2027
 DV2027.The horizontal coordinates were established by classical geodetic methods
 DV2027.and adjusted by the National Geodetic Survey in August 1993..
 DV2027
 DV2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2027
 DV2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2027
 DV2027.The geoid height was determined by GEOID03.
 DV2027
 DV2027;                    North         East     Units Scale Factor Converg.
 DV2027;SPC AZ C     -   281,235.732   188,369.747   MT  0.99990770   -0 08 55.2
 DV2027;SPC AZ C     -   922,689.41    618,010.98   iFT  0.99990770   -0 08 55.2
 DV2027;UTM  12      - 3,711,350.306   389,904.620   MT  0.99974943   -0 39 18.5
 DV2027
 DV2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2027!SPC AZ C     -   0.99994396  x   0.99990770  =   0.99985167
 DV2027!UTM  12      -   0.99994396  x   0.99974943  =   0.99969341
 DV2027
 DV2027|---------------------------------------------------------------------|
 DV2027| PID    Reference Object                     Distance      Geod. Az  |
 DV2027|                                                           dddmmss.s |
 DV2027| DV2026 GLENDALE RM 1                       139.625 METERS 06749     |
 DV2027| DV2078 PHOENIX WESTWARD HO HOTEL FP        APPROX.13.7 KM 1305349.1 |
 DV2027| DV2071 PHOENIX EAST RADIO TOWER            APPROX.14.2 KM 1324638.0 |
 DV2027| DV2100 POWER PLANT W OF PHOENIX CHIM       APPROX.10.7 KM 1642931.9 |
 DV2027|---------------------------------------------------------------------|
 DV2027
 DV2027                          SUPERSEDED SURVEY CONTROL
 DV2027
 DV2027  NAD 83(1986)-  33 32 09.93082(N)    112 11 08.67476(W) AD(       ) 1
 DV2027  NAD 27      -  33 32 09.77560(N)    112 11 06.12670(W) AD(       ) 1
 DV2027  NGVD 29 (07/19/86)  386.4    (m)         1268.     (f) VERT ANG       
 DV2027
 DV2027.Superseded values are not recommended for survey control.
 DV2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2027.See file dsdata.txt to determine how the superseded data were derived.
 DV2027
 DV2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8990511350(NAD 83)
 DV2027_MARKER: DS = TRIANGULATION STATION DISK
 DV2027_SETTING: 0 = UNSPECIFIED SETTING
 DV2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2027
 DV2027  HISTORY     - Date     Condition        Report By
 DV2027  HISTORY     - 1935     MONUMENTED       CGS
 DV2027  HISTORY     - 1942     GOOD             CGS
 DV2027  HISTORY     - 1947     GOOD             CGS
 DV2027
 DV2027                          STATION DESCRIPTION
 DV2027
 DV2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2027'ON THE TOP OF THE WATER TANK OF THE CITY OF GLENDALE.  THERE IS
 DV2027'A STANDARD DISK SET IN THE CONCRETE AROUND THE FEED PIPE OF THE
 DV2027'TANK, BUT THIS IS NOT THE TRUE STATION.  THE TRUE STATION
 DV2027'IS THE DEEPER OF TWO PUNCH HOLES IN THE BALL ON TOP OF THE
 DV2027'WATER TANK WHICH IS 125 FEET ABOVE THE GROUND.  (PUNCH HOLES ARE
 DV2027'NOT IN CENTER OF BALL.) PERMISSION TO ASCEND THE TANK MUST
 DV2027'BE RECEIVED FROM THE CITY OF GLENDALE.  REFERENCE MARK NO. 1,
 DV2027'A STANDARD BRONZE REFERENCE DISK IS 139.84 METERS
 DV2027'(458.8 FEET) FROM STATION N 67 DEG 49 MIN E.
 DV2027'THE AZIMUTH MARK IS COAST AND GEODETIC SURVEY BENCH MARK Q
 DV2027'23, SET IN THE SIDEWALK ABOVE THE UNDERGROUND COMFORT
 DV2027'STATION IN THE SOUTHWEST CORNER OF THE CITY PARK AND
 DV2027'N 16 DEG 21 MIN E.
 DV2027
 DV2027                          STATION RECOVERY (1942)
 DV2027
 DV2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DV2027'THE WATER TANK WAS FOUND AS DESCRIBED.  THE MARK AROUND THE
 DV2027'FEED PIPE WAS IN GOOD CONDITION.
 DV2027
 DV2027                          STATION RECOVERY (1947)
 DV2027
 DV2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2027'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT REFERENCE
 DV2027'MARK NO. 1 COULD NOT BE FOUND AND IS APPARENTLY LOST.  THE
 DV2027'AZIMUTH MARK HAS BEEN DESTROYED.  GLENDALE 2 1947 WAS ESTABLISHED
 DV2027'ABOUT 84 FEET WEST-NORTHWEST OF GLENDALE 1935 SO THAT THERE
 DV2027'WOULD BE A STATION MARK ON THE GROUND.  STATIONS WERE CONNECTED
 DV2027'BY TRAVERSE.
 DV2027'
 DV2027'ON THE TOP OF THE WATER TANK OF THE CITY OF GLENDALE.  THERE
 DV2027'IS A STANDARD DISK SET IN THE CONCRETE AROUND THE FEED PIPE OF THE
 DV2027'TANK, BUT THIS IS NOT THE TRUE STATION.  THE TRUE STATION IS THE
 DV2027'DEEPER OF TWO PUNCH HOLES IN THE BALL ON TOP OF THE WATER
 DV2027'TANK WHICH IS 125 FEET ABOVE THE GROUND.  (PUNCH HOLES ARE
 DV2027'NOT IN THE CENTER OF BALL).
 DV2027'
 DV2027'WITNESS MARK IS A BRONZE DISK SET IN CONCRETE BASE OF THE
 DV2027'SOUTHWEST LEG OF THE TANK AND STAMPED--GLENDALE WITNESS 1933.
 DV2027'ANOTHER WITNESS MARK IS SET IN THE NORTHEAST CORNER OF THE
 DV2027'CONCRETE BLOCK AROUND THE PIPE UNDER THE CENTER OF THE TANK.
 DV2027'IT IS STAMPED--GLENDALE WITNESS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2017 ***********************************************************************
 DV2017  DESIGNATION -  GLENDALE 2
 DV2017  PID         -  DV2017
 DV2017  STATE/COUNTY-  AZ/MARICOPA
 DV2017  USGS QUAD   -  GLENDALE (1982)
 DV2017
 DV2017                         *CURRENT SURVEY CONTROL
 DV2017  ___________________________________________________________________
 DV2017* NAD 83(1992)-  33 32 10.12005(N)    112 11 09.63934(W)     ADJUSTED  
 DV2017* NAVD 88     -       352.0    (meters)    1155.     (feet)  VERTCON   
 DV2017  ___________________________________________________________________
 DV2017  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2017  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2017
 DV2017  HORZ ORDER  -  FIRST
 DV2017
 DV2017.The horizontal coordinates were established by classical geodetic methods
 DV2017.and adjusted by the National Geodetic Survey in August 1993..
 DV2017
 DV2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2017
 DV2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2017
 DV2017.The geoid height was determined by GEOID03.
 DV2017
 DV2017;                    North         East     Units Scale Factor Converg.
 DV2017;SPC AZ C     -   281,241.454   188,344.718   MT  0.99990771   -0 08 55.7
 DV2017;SPC AZ C     -   922,708.18    617,928.86   iFT  0.99990771   -0 08 55.7
 DV2017;UTM  12      - 3,711,356.248   389,879.647   MT  0.99974950   -0 39 19.1
 DV2017
 DV2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2017!SPC AZ C     -   0.99994946  x   0.99990771  =   0.99985717
 DV2017!UTM  12      -   0.99994946  x   0.99974950  =   0.99969897
 DV2017
 DV2017|---------------------------------------------------------------------|
 DV2017| PID    Reference Object                     Distance      Geod. Az  |
 DV2017|                                                           dddmmss.s |
 DV2017| CH5222 GLENDALE WM 1                        25.229 METERS 10209     |
 DV2017| DV2027 GLENDALE                             25.676 METERS 10244     |
 DV2017| CH5223 GLENDALE WM 2                        22.401 METERS 11706     |
 DV2017| CH5220 GLENDALE 2 RM 1                      22.147 METERS 11910     |
 DV2017| DV2081 TELEGRAPH PASS RESET                APPROX.25.2 KM 1530146.6 |
 DV2017| CH5221 GLENDALE 2 RM 2                      23.592 METERS 19831     |
 DV2017| CH5218 GLENDALE 2 AZ MK                                   3541304.4 |
 DV2017| CH5219 GLENDALE 2 AZ MK RESET                             3572303.4 |
 DV2017|---------------------------------------------------------------------|
 DV2017
 DV2017                          SUPERSEDED SURVEY CONTROL
 DV2017
 DV2017  NAD 83(1986)-  33 32 10.11444(N)    112 11 09.64542(W) AD(       ) 1
 DV2017  NAD 27      -  33 32 09.96620(N)    112 11 07.09560(W) AD(       ) 1
 DV2017  NGVD 29 (07/19/86)  351.4    (m)         1153.     (f) VERT ANG       
 DV2017
 DV2017.Superseded values are not recommended for survey control.
 DV2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2017.See file dsdata.txt to determine how the superseded data were derived.
 DV2017
 DV2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8988011356(NAD 83)
 DV2017_MARKER: DS = TRIANGULATION STATION DISK
 DV2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2017
 DV2017  HISTORY     - Date     Condition        Report By
 DV2017  HISTORY     - 1947     MONUMENTED       CGS
 DV2017  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DV2017  HISTORY     - 1960     GOOD             LOCENG
 DV2017  HISTORY     - 1963     GOOD             CGS
 DV2017  HISTORY     - 1969     SEE DESCRIPTION  AZHD
 DV2017
 DV2017                          STATION DESCRIPTION
 DV2017
 DV2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2017'THE STATION IS LOCATED IN GLENDALE 84 FEET NORTH-NORTHWEST
 DV2017'OF THE WATER TOWER AND 60 FEET WEST OF THE CENTER LINE OF
 DV2017'SOUTH CENTRAL AVENUE.  THE STATION MARK IS A BRONZE DISK
 DV2017'SET FLUSH WITH GROUND LEVEL AND STAMPED GLENDALE 2 1947.
 DV2017'
 DV2017'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN CONCRETE WHICH
 DV2017'SUPPORTS THE SOUTHWEST LEG OF THE WATER TOWER.  IT IS THE SAME
 DV2017'ELEVATION AS THE STATION MARK AND IS STAMPED, GLENDALE 2 NO 1
 DV2017'1947.
 DV2017'
 DV2017'REFERENCE MARK NO. 2 IS A BRONZE DISK SET 2 FEET EAST OF SIDEWALK,
 DV2017'2 FEET NORTH OF A FENCE, PROJECTS 2 INCHES, IS SAME ELEVATION
 DV2017'AS THE STATION MARK AND IS STAMPED, GLENDALE 2 NO 2 1947.
 DV2017'
 DV2017'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE SIDEWALK 50
 DV2017'FEET WEST OF NORTH CENTRAL AVENUE, 24 FEET NORTH OF THE
 DV2017'CENTER LINE OF U.S. HIGHWAY 60, 70, AND 89, 6 FEET NORTHWEST
 DV2017'OF POWERLINE POLE AND 2 FEET NORTH OF CURB.  IT IS STAMPED,
 DV2017'GLENDALE 2 1947.
 DV2017'
 DV2017'GLENDALE 1935 IS THE DEEPEST OF TWO PUNCH HOLES IN THE METAL
 DV2017'BALL ATOP THE WATER TANK.
 DV2017'
 DV2017'A WITNESS MARK IS SET IN THE CONCRETE WHICH SUPPORTS THE
 DV2017'SOUTHWEST LEG OF THE WATER TOWER.  IT IS STAMPED, GLENDALE
 DV2017'WITNESS 1933.
 DV2017'
 DV2017'A WITNESS MARK IS SET IN THE CONCRETE THAT SUPPORTS THE PIPE
 DV2017'IN THE CENTER OF WATER TANK.  IT IS STAMPED, GLENDALE WITNESS
 DV2017'1935.
 DV2017
 DV2017                          STATION RECOVERY (1956)
 DV2017
 DV2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (REK)
 DV2017'LETTER OF MR. R.E. KELLY, R.E. KELLY CONSTRUCTION CO., 4327 SOUTH
 DV2017'CENTRAL AVENUE, PHOENIX, ARIZONA, DATED 28 JANUARY 1956--
 DV2017'
 DV2017'MR. KELLYS LETTER STATES THAT THE AZIMUTH MARK FOR TRIANGULATION
 DV2017'STATION GLENDALE 2 1947 WILL BE REMOVED TO PERMIT CONSTRUCTION
 DV2017'OF NEW SIDEWALKS AT A NEW SERVICE STATION HE IS CONSTRUCTING.
 DV2017'
 DV2017'OFFICE NOTE--AZIMUTH MARK STAMPED GLENDALE 2 1947 RECEIVED
 DV2017'AT THIS OFFICE FEB. 24, 1956.
 DV2017
 DV2017                          STATION RECOVERY (1960)
 DV2017
 DV2017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JWL)
 DV2017'RECOVERED BY MADDOCK AND ASSOC.
 DV2017'
 DV2017'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DV2017'CONDITION.  THE STATION AND REFERENCE MARK 2 ARE NOW 2 INCHES
 DV2017'BELOW GROUND LEVEL.
 DV2017'
 DV2017'THE AZIMUTH MARK WAS NOT FOUND, PROBABLY DESTROYED IN NEW
 DV2017'HIGHWAY CONSTRUCTION PROJECT.
 DV2017'
 DV2017'THE STATION IS WEST-NORTHWEST OF THE WATER TOWER INSTEAD
 DV2017'OF NORTH-NORTHWEST OF THE WATER TOWER.
 DV2017
 DV2017                          STATION RECOVERY (1963)
 DV2017
 DV2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2017'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DV2017'TO BE IN GOOD CONDITION.
 DV2017'
 DV2017'A DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION AND
 DV2017'DISTANCE TO THE REFERENCE MARKS AND BOTH WERE RECHECKED IN THE
 DV2017'FIELD.
 DV2017'
 DV2017'A COMPLETE DESCRIPTION FOLLOWES--
 DV2017'
 DV2017'THE STATION IS LOCATED IN GLENDALE ALONG THE EAST SIDE OF
 DV2017'59 TH AVENUE AND ABOUT 0.15 MILE SOUTH OF THE INTERSECTION
 DV2017'OF WEST GLENDALE AVENUE, GRAND AVENUE AND 59 TH AVENUE.
 DV2017'
 DV2017'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN GLENDALE,
 DV2017'GO NORTHWEST ON GRAND AVENUE FOR 0.15 MILE TO THE INTERSECTION
 DV2017'OF GRAND AVENUE, WEST GLENDALE AVENUE AND 59 TH AVENUE.  TURN
 DV2017'SHARP LEFT AND GO SOUTH ON 59 TH AVENUE FOR 0.15 MILE TO A
 DV2017'WATER TANK ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 DV2017'
 DV2017'THE STATION MARK IS A STANDARD DISK STAMPED GLENDALE 2 1947,
 DV2017'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 DV2017'BELOW THE GROUND SURFACE.  IT IS 35.0 FEET SOUTH-SOUTHWEST OF THE
 DV2017'SOUTHWEST CORNER OF A TIN BUILDING, 36.5 FEET NORTHWEST
 DV2017'OF A 30-INCH TREE, 63.5 FEET EAST-NORTHEAST OF THE
 DV2017'APPROXIMATE CENTER OF 59 TH AVENUE AND 64.5 FEET WEST-SOUTHWEST
 DV2017'OF THE NORTHWEST LEG OF THE WATER TANK.
 DV2017'
 DV2017'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GLENDALE 2 NO 1 1947,
 DV2017'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DV2017'CONCRETE FOUNDATION WHICH SUPPORTS THE SOUTHWEST LEG OF THE WATER
 DV2017'TANK.  IT IS 25.3 FEET SOUTHWEST OF THE WATER TANK RISER.
 DV2017'
 DV2017'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GLENDALE 2 NO 2 1947,
 DV2017'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 DV2017'BELOW THE GROUND SURFACE.  IT IS 1.9 FEET NORTH-NORTHWEST OF THE
 DV2017'NORTHWEST FENCE CORNER, 96.5 FEET SOUTHWEST OF SOUTHWEST
 DV2017'LEG OF WATER TANK AND 39.0 FEET EAST OF THE APPROXIMATE CENTER
 DV2017'OF 59 TH AVENUE.
 DV2017'
 DV2017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON 59 TH
 DV2017'AVENUE FOR 0.35 MILE TO THE INTERSECTION OF WEST PALMAIR
 DV2017'AVENUE AND THE AZIMUTH MARK IS LOCATED ON THE LEFT IN THE
 DV2017'SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED.
 DV2017'
 DV2017'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLENDALE 2 1947
 DV2017'RESET 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CURB
 DV2017'OF THE INTERSECTION.  IT IS 17.5 FEET NORTHEAST OF THE EAST
 DV2017'END OF A CULVERT ABUTMENT, 25.0 FEET SOUTH OF THE CENTERLINE
 DV2017'OF WEST PALMAIR AVENUE, 28.0 FEET WEST OF THE CENTERLINE OF
 DV2017'59 TH AVENUE AND PROJECTS ABOUT 6 INCHES ABOVE THE ROAD SURFACE.
 DV2017'
 DV2017'WITNESS MARK IS A STANDARD REFERENCE MARK DISK STAMPED GLENDALE
 DV2017'WITNESS 1935, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 DV2017'OF THE FOUNDATION WHICH SUPPORTS THE SOUTHWEST LEG OF THE
 DV2017'WATER TANK.  IT IS 22.6 FEET SOUTHWEST OF THE WATER TANK
 DV2017'RISER.
 DV2017'
 DV2017'WITNESS MARK IS A STANDARD REFERENCE MARK DISK STAMPED GLENDALE
 DV2017'WITNESS 1935, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 DV2017'CORNER OF THE FOUNDATION WHICH SUPPORTS THE WATER TANK RISER.
 DV2017'IT IS 1.4 FEET NORTHWEST OF THE RISER.
 DV2017'
 DV2017'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DV2017
 DV2017                          STATION RECOVERY (1969)
 DV2017
 DV2017'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DV2017'THE AZIMUTH MARK AT THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2022 ***********************************************************************
 DV2022  DESIGNATION -  GLENDALE CALCOT AZ COMPRESS TK
 DV2022  PID         -  DV2022
 DV2022  STATE/COUNTY-  AZ/MARICOPA
 DV2022  USGS QUAD   -  GLENDALE (1982)
 DV2022
 DV2022                         *CURRENT SURVEY CONTROL
 DV2022  ___________________________________________________________________
 DV2022* NAD 83(1992)-  33 30 47.79954(N)    112 10 26.57508(W)     ADJUSTED  
 DV2022* NAVD 88     -                                                        
 DV2022  ___________________________________________________________________
 DV2022  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2022  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2022
 DV2022  HORZ ORDER  -  THIRD
 DV2022
 DV2022.The horizontal coordinates were established by classical geodetic methods
 DV2022.and adjusted by the National Geodetic Survey in August 1993..
 DV2022
 DV2022
 DV2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2022
 DV2022.The geoid height was determined by GEOID03.
 DV2022
 DV2022;                    North         East     Units Scale Factor Converg.
 DV2022;SPC AZ C     -   278,702.631   189,449.425   MT  0.99990705   -0 08 31.6
 DV2022;SPC AZ C     -   914,378.71    621,553.23   iFT  0.99990705   -0 08 31.6
 DV2022;UTM  12      - 3,708,808.168   390,961.702   MT  0.99974658   -0 38 53.9
 DV2022
 DV2022                          SUPERSEDED SURVEY CONTROL
 DV2022
 DV2022  NAD 83(1986)-  33 30 47.79359(N)    112 10 26.58120(W) AD(       ) 4
 DV2022  NAD 27      -  33 30 47.64300(N)    112 10 24.03600(W) AD(       ) 3
 DV2022
 DV2022.Superseded values are not recommended for survey control.
 DV2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2022.See file dsdata.txt to determine how the superseded data were derived.
 DV2022
 DV2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9096208808(NAD 83)
 DV2022_MARKER: 53 = ELEVATED TANK
 DV2022
 DV2022  HISTORY     - Date     Condition        Report By
 DV2022  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2022  HISTORY     - 19950415 GOOD             USPSQD
 DV2022
 DV2022                          STATION DESCRIPTION
 DV2022
 DV2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2022'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE,
 DV2022'ON CALCOT ARIZONA COMPRESS COMPANY PROPERTY AND IS LOCATED
 DV2022'AT 5220 NORTH 51 ST AVENUE, PHOENIX, ARIZONA.
 DV2022'
 DV2022'STATION IS A WATER TANK PAINTED SILVER, HAS CALCOT ARIZONA
 DV2022'PAINTED ON SOUTH SIDE OF TANK (RED LETTERING), IS SUPPORTED
 DV2022'BY 4 LEGS AND IS APPROXIMATELY 100 FEET HIGH.
 DV2022'
 DV2022'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 DV2022
 DV2022                          STATION RECOVERY (1995)
 DV2022
 DV2022'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2025 ***********************************************************************
 DV2025  DESIGNATION -  GLENDALE CHURCH SPIRE
 DV2025  PID         -  DV2025
 DV2025  STATE/COUNTY-  AZ/MARICOPA
 DV2025  USGS QUAD   -  GLENDALE (1982)
 DV2025
 DV2025                         *CURRENT SURVEY CONTROL
 DV2025  ___________________________________________________________________
 DV2025* NAD 83(1992)-  33 32 35.79142(N)    112 11 09.07628(W)     ADJUSTED  
 DV2025* NAVD 88     -                                                        
 DV2025  ___________________________________________________________________
 DV2025  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 DV2025  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2025
 DV2025  HORZ ORDER  -  THIRD
 DV2025
 DV2025.The horizontal coordinates were established by classical geodetic methods
 DV2025.and adjusted by the National Geodetic Survey in August 1993..
 DV2025
 DV2025
 DV2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2025
 DV2025.The geoid height was determined by GEOID03.
 DV2025
 DV2025;                    North         East     Units Scale Factor Converg.
 DV2025;SPC AZ C     -   282,032.262   188,361.297   MT  0.99990770   -0 08 55.5
 DV2025;SPC AZ C     -   925,302.70    617,983.26   iFT  0.99990770   -0 08 55.5
 DV2025;UTM  12      - 3,712,146.754   389,903.213   MT  0.99974944   -0 39 19.2
 DV2025
 DV2025                          SUPERSEDED SURVEY CONTROL
 DV2025
 DV2025  NAD 83(1986)-  33 32 35.78558(N)    112 11 09.08274(W) AD(       ) 4
 DV2025  NAD 27      -  33 32 35.64000(N)    112 11 06.53200(W) AD(       ) 3
 DV2025
 DV2025.Superseded values are not recommended for survey control.
 DV2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2025.See file dsdata.txt to determine how the superseded data were derived.
 DV2025
 DV2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8990312147(NAD 83)
 DV2025_MARKER: 90 = CHURCH SPIRE
 DV2025
 DV2025  HISTORY     - Date     Condition        Report By
 DV2025  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2025
 DV2025                          STATION DESCRIPTION
 DV2025
 DV2025'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2020 ***********************************************************************
 DV2020  DESIGNATION -  GLENDALE FEDERAL COMPRESS N TK
 DV2020  PID         -  DV2020
 DV2020  STATE/COUNTY-  AZ/MARICOPA
 DV2020  USGS QUAD   -  GLENDALE (1982)
 DV2020
 DV2020                         *CURRENT SURVEY CONTROL
 DV2020  ___________________________________________________________________
 DV2020* NAD 83(1992)-  33 31 17.27361(N)    112 10 06.20633(W)     ADJUSTED  
 DV2020* NAVD 88     -                                                        
 DV2020  ___________________________________________________________________
 DV2020  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2020  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2020
 DV2020  HORZ ORDER  -  THIRD
 DV2020
 DV2020.The horizontal coordinates were established by classical geodetic methods
 DV2020.and adjusted by the National Geodetic Survey in August 1993..
 DV2020
 DV2020
 DV2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2020
 DV2020.The geoid height was determined by GEOID03.
 DV2020
 DV2020;                    North         East     Units Scale Factor Converg.
 DV2020;SPC AZ C     -   279,609.331   189,977.251   MT  0.99990674   -0 08 20.5
 DV2020;SPC AZ C     -   917,353.45    623,284.94   iFT  0.99990674   -0 08 20.5
 DV2020;UTM  12      - 3,709,710.024   391,497.432   MT  0.99974514   -0 38 43.1
 DV2020
 DV2020                          SUPERSEDED SURVEY CONTROL
 DV2020
 DV2020  NAD 83(1986)-  33 31 17.26771(N)    112 10 06.21259(W) AD(       ) 4
 DV2020  NAD 27      -  33 31 17.11800(N)    112 10 03.66600(W) AD(       ) 3
 DV2020
 DV2020.Superseded values are not recommended for survey control.
 DV2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2020.See file dsdata.txt to determine how the superseded data were derived.
 DV2020
 DV2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9149709710(NAD 83)
 DV2020_MARKER: 53 = ELEVATED TANK
 DV2020
 DV2020  HISTORY     - Date     Condition        Report By
 DV2020  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2020  HISTORY     - 19880420 GOOD             USPSQD
 DV2020
 DV2020                          STATION DESCRIPTION
 DV2020
 DV2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2020'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE
 DV2020'AND AT GRAND AVENUE AND NORTH 51ST AVENUE IN PHOENIX.
 DV2020'
 DV2020'STATION IS A WATER TANK WHICH IS PAINTED SILVER, HAS FEDERAL
 DV2020'COMPRESS PAINTED ON NORTH AND SOUTH SIDE OF TANK AND IS
 DV2020'APPROXIMATELY 100 FEET HIGH.  THIS TANK IS THE NORTHWEST ONE
 DV2020'OF TWO TANKS AND IS SUPPORTED BY 4 LEGS.
 DV2020'
 DV2020'POINT INTERSECTED WAS TOP AND CENTER.
 DV2020
 DV2020                          STATION RECOVERY (1988)
 DV2020
 DV2020'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 DV2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2021 ***********************************************************************
 DV2021  DESIGNATION -  GLENDALE FEDERAL COMPRESS S TK
 DV2021  PID         -  DV2021
 DV2021  STATE/COUNTY-  AZ/MARICOPA
 DV2021  USGS QUAD   -  GLENDALE (1982)
 DV2021
 DV2021                         *CURRENT SURVEY CONTROL
 DV2021  ___________________________________________________________________
 DV2021* NAD 83(1992)-  33 31 11.75086(N)    112 09 54.13944(W)     ADJUSTED  
 DV2021* NAVD 88     -                                                        
 DV2021  ___________________________________________________________________
 DV2021  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2021  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2021
 DV2021  HORZ ORDER  -  THIRD
 DV2021
 DV2021.The horizontal coordinates were established by classical geodetic methods
 DV2021.and adjusted by the National Geodetic Survey in August 1993..
 DV2021
 DV2021
 DV2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2021
 DV2021.The geoid height was determined by GEOID03.
 DV2021
 DV2021;                    North         East     Units Scale Factor Converg.
 DV2021;SPC AZ C     -   279,438.445   190,288.205   MT  0.99990656   -0 08 13.8
 DV2021;SPC AZ C     -   916,792.80    624,305.13   iFT  0.99990656   -0 08 13.8
 DV2021;UTM  12      - 3,709,536.425   391,806.814   MT  0.99974431   -0 38 36.3
 DV2021
 DV2021                          SUPERSEDED SURVEY CONTROL
 DV2021
 DV2021  NAD 83(1986)-  33 31 11.74496(N)    112 09 54.14567(W) AD(       ) 4
 DV2021  NAD 27      -  33 31 11.59500(N)    112 09 51.59900(W) AD(       ) 3
 DV2021
 DV2021.Superseded values are not recommended for survey control.
 DV2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2021.See file dsdata.txt to determine how the superseded data were derived.
 DV2021
 DV2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9180709536(NAD 83)
 DV2021_MARKER: 53 = ELEVATED TANK
 DV2021
 DV2021  HISTORY     - Date     Condition        Report By
 DV2021  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2021  HISTORY     - 19880420 GOOD             USPSQD
 DV2021
 DV2021                          STATION DESCRIPTION
 DV2021
 DV2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2021'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE
 DV2021'AND AT GRAND AVENUE AND NORTH 51ST AVENUE IN PHOENIX.
 DV2021'
 DV2021'STATION IS A WATER TANK WHICH IS PAINTED SILVER, HAS FEDERAL
 DV2021'COMPRESS PAINTED ON NORTH AND SOUTH SIDE OF TANK AND IS
 DV2021'APPROXIMATELY 100 FEET HIGH.  THIS TANK IS THE SOUTHEAST ONE
 DV2021'OF TWO TANKS AND IS SUPPORTED BY 4 LEGS.
 DV2021'
 DV2021'POINT INTERSECTED WAS TOP AND CENTER.
 DV2021
 DV2021                          STATION RECOVERY (1988)
 DV2021
 DV2021'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 DV2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2023 ***********************************************************************
 DV2023  DESIGNATION -  GLENDALE MUNICIPAL TANK 6
 DV2023  PID         -  DV2023
 DV2023  STATE/COUNTY-  AZ/MARICOPA
 DV2023  USGS QUAD   -  GLENDALE (1982)
 DV2023
 DV2023                         *CURRENT SURVEY CONTROL
 DV2023  ___________________________________________________________________
 DV2023* NAD 83(1992)-  33 32 56.62625(N)    112 11 38.65486(W)     ADJUSTED  
 DV2023* NAVD 88     -                                                        
 DV2023  ___________________________________________________________________
 DV2023  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2023  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2023
 DV2023  HORZ ORDER  -  THIRD
 DV2023
 DV2023.The horizontal coordinates were established by classical geodetic methods
 DV2023.and adjusted by the National Geodetic Survey in August 1993..
 DV2023
 DV2023
 DV2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2023
 DV2023.The geoid height was determined by GEOID03.
 DV2023
 DV2023;                    North         East     Units Scale Factor Converg.
 DV2023;SPC AZ C     -   282,676.123   187,599.991   MT  0.99990818   -0 09 11.9
 DV2023;SPC AZ C     -   927,415.10    615,485.53   iFT  0.99990818   -0 09 11.9
 DV2023;UTM  12      - 3,712,797.218   389,147.748   MT  0.99975149   -0 39 35.9
 DV2023
 DV2023                          SUPERSEDED SURVEY CONTROL
 DV2023
 DV2023  NAD 83(1986)-  33 32 56.62043(N)    112 11 38.66134(W) AD(       ) 4
 DV2023  NAD 27      -  33 32 56.47500(N)    112 11 36.10900(W) AD(       ) 3
 DV2023
 DV2023.Superseded values are not recommended for survey control.
 DV2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2023.See file dsdata.txt to determine how the superseded data were derived.
 DV2023
 DV2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8914812797(NAD 83)
 DV2023_MARKER: 53 = ELEVATED TANK
 DV2023
 DV2023  HISTORY     - Date     Condition        Report By
 DV2023  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2023
 DV2023                          STATION DESCRIPTION
 DV2023
 DV2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2023'STATION IS LOCATED IN THE NORTHWEST CORNER OF GLENDALE AND
 DV2023'IS 1/4 MILE NORTHEAST OF GRAND AVENUE.
 DV2023'
 DV2023'STATION IS A LARGE 1,000,000 GALLON WATER TANK PAINTED SILVER,
 DV2023'IS SUPPORTED BY 16 LEGS AND IS APPROXIMATELY 125 FEET HIGH.
 DV2023'
 DV2023'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2024 ***********************************************************************
 DV2024  DESIGNATION -  GLENDALE MUNICIPAL TANK 3
 DV2024  PID         -  DV2024
 DV2024  STATE/COUNTY-  AZ/MARICOPA
 DV2024  USGS QUAD   -  GLENDALE (1982)
 DV2024
 DV2024                         *CURRENT SURVEY CONTROL
 DV2024  ___________________________________________________________________
 DV2024* NAD 83(1992)-  33 32 33.06867(N)    112 10 36.92151(W)     ADJUSTED  
 DV2024* NAVD 88     -                                                        
 DV2024  ___________________________________________________________________
 DV2024  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2024  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2024
 DV2024  HORZ ORDER  -  THIRD
 DV2024
 DV2024.The horizontal coordinates were established by classical geodetic methods
 DV2024.and adjusted by the National Geodetic Survey in August 1993..
 DV2024
 DV2024
 DV2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2024
 DV2024.The geoid height was determined by GEOID03.
 DV2024
 DV2024;                    North         East     Units Scale Factor Converg.
 DV2024;SPC AZ C     -   281,946.266   189,190.567   MT  0.99990720   -0 08 37.7
 DV2024;SPC AZ C     -   925,020.56    620,703.96   iFT  0.99990720   -0 08 37.7
 DV2024;UTM  12      - 3,712,053.444   390,731.558   MT  0.99974720   -0 39 01.4
 DV2024
 DV2024                          SUPERSEDED SURVEY CONTROL
 DV2024
 DV2024  NAD 83(1986)-  33 32 33.06290(N)    112 10 36.92792(W) AD(       ) 4
 DV2024  NAD 27      -  33 32 32.91300(N)    112 10 34.38000(W) AD(       ) 3
 DV2024
 DV2024.Superseded values are not recommended for survey control.
 DV2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2024.See file dsdata.txt to determine how the superseded data were derived.
 DV2024
 DV2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9073212053(NAD 83)
 DV2024_MARKER: 51 = TANK
 DV2024
 DV2024  HISTORY     - Date     Condition        Report By
 DV2024  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2024
 DV2024                          STATION DESCRIPTION
 DV2024
 DV2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2024'STATION IS LOCATED IN THE NORTHEAST SECTION OF GLENDALE, ABOUT
 DV2024'1/2 MILE NORTHEAST OF GRAND AVENUE AND JUST NORTH OF C AVENUE
 DV2024'BETWEEN 7TH AVENUE AND 9TH AVENUE IN GLENDALE.
 DV2024'
 DV2024'STATION IS THE CENTER OF A WATER TANK WHICH IS APPROXIMATELY
 DV2024'100 FEET HIGH.
 DV2024'
 DV2024'POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2026 ***********************************************************************
 DV2026  DESIGNATION -  GLENDALE RM 1
 DV2026  PID         -  DV2026
 DV2026  STATE/COUNTY-  AZ/MARICOPA
 DV2026  USGS QUAD   -  GLENDALE (1982)
 DV2026
 DV2026                         *CURRENT SURVEY CONTROL
 DV2026  ___________________________________________________________________
 DV2026* NAD 83(1992)-  33 32 11.64769(N)    112 11 03.65767(W)     ADJUSTED  
 DV2026* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 DV2026  ___________________________________________________________________
 DV2026  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2026  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2026
 DV2026  HORZ ORDER  -  SECOND
 DV2026
 DV2026.The horizontal coordinates were established by classical geodetic methods
 DV2026.and adjusted by the National Geodetic Survey in August 1993..
 DV2026
 DV2026.The orthometric height was scaled from a topographic map.
 DV2026
 DV2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2026
 DV2026.The geoid height was determined by GEOID03.
 DV2026
 DV2026;                    North         East     Units Scale Factor Converg.
 DV2026;SPC AZ C     -   281,288.116   188,499.159   MT  0.99990762   -0 08 52.4
 DV2026;SPC AZ C     -   922,861.27    618,435.56   iFT  0.99990762   -0 08 52.4
 DV2026;UTM  12      - 3,711,401.536   390,034.469   MT  0.99974908   -0 39 15.8
 DV2026
 DV2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2026!SPC AZ C     -   0.99994952  x   0.99990762  =   0.99985715
 DV2026!UTM  12      -   0.99994952  x   0.99974908  =   0.99969861
 DV2026
 DV2026                          SUPERSEDED SURVEY CONTROL
 DV2026
 DV2026  NAD 83(1986)-  33 32 11.64207(N)    112 11 03.66387(W) AD(       ) 2
 DV2026  NAD 27      -  33 32 11.49000(N)    112 11 01.10800(W) AD(       ) 2
 DV2026
 DV2026.Superseded values are not recommended for survey control.
 DV2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2026.See file dsdata.txt to determine how the superseded data were derived.
 DV2026
 DV2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9003411402(NAD 83)
 DV2026_MARKER: DD = SURVEY DISK
 DV2026_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2026_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2026
 DV2026  HISTORY     - Date     Condition        Report By
 DV2026  HISTORY     - 1935     MONUMENTED       CGS
 DV2026
 DV2026                          STATION DESCRIPTION
 DV2026
 DV2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV2026'A STANDARD BRONZE REFERENCE DISK IS 139.84 METERS
 DV2026'(458.8 FEET) FROM STATION GLENDALE N 67 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1929 ***********************************************************************
 DU1929  DESIGNATION -  GLENMAR
 DU1929  PID         -  DU1929
 DU1929  STATE/COUNTY-  AZ/MARICOPA
 DU1929  USGS QUAD   -  BUCKHORN (1982)
 DU1929
 DU1929                         *CURRENT SURVEY CONTROL
 DU1929  ___________________________________________________________________
 DU1929* NAD 83(1992)-  33 23 11.45420(N)    111 38 29.68074(W)     ADJUSTED  
 DU1929* NAVD 88     -       441.890  (meters)    1449.77   (feet)  ADJUSTED  
 DU1929  ___________________________________________________________________
 DU1929  X           -  -1,966,197.664 (meters)                     COMP
 DU1929  Y           -  -4,955,538.897 (meters)                     COMP
 DU1929  Z           -   3,490,058.256 (meters)                     COMP
 DU1929  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DU1929  ELLIP HEIGHT-         412.27  (meters)          (06/11/02) GPS OBS
 DU1929  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1929  DYNAMIC HT  -         441.359 (meters)    1448.03  (feet)  COMP
 DU1929  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1929
 DU1929  HORZ ORDER  -  SECOND
 DU1929  VERT ORDER  -  SECOND    CLASS I
 DU1929  ELLP ORDER  -  FOURTH    CLASS II
 DU1929
 DU1929.The horizontal coordinates were established by classical geodetic methods
 DU1929.and adjusted by the National Geodetic Survey in August 1993..
 DU1929
 DU1929.The orthometric height was determined by differential leveling
 DU1929.and adjusted by the National Geodetic Survey in November 1993..
 DU1929
 DU1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1929
 DU1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1929
 DU1929.The ellipsoidal height was determined by GPS observations
 DU1929.and is referenced to NAD 83.
 DU1929
 DU1929.The geoid height was determined by GEOID03.
 DU1929
 DU1929.The dynamic height is computed by dividing the NAVD 88
 DU1929.geopotential number by the normal gravity value computed on the
 DU1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1929.degrees latitude (g = 980.6199 gals.).
 DU1929
 DU1929.The modeled gravity was interpolated from observed gravity values.
 DU1929
 DU1929;                    North         East     Units Scale Factor Converg.
 DU1929;SPC AZ C     -   264,648.638   238,952.725   MT  0.99990807   +0 09 05.0
 DU1929;SPC AZ C     -   868,269.81    783,965.63   iFT  0.99990807   +0 09 05.0
 DU1929;UTM  12      - 3,694,321.220   440,328.648   MT  0.99964390   -0 21 11.0
 DU1929
 DU1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1929!SPC AZ C     -   0.99993528  x   0.99990807  =   0.99984336
 DU1929!UTM  12      -   0.99993528  x   0.99964390  =   0.99957920
 DU1929
 DU1929|---------------------------------------------------------------------|
 DU1929| PID    Reference Object                     Distance      Geod. Az  |
 DU1929|                                                           dddmmss.s |
 DU1929| DU1932 GLENMAR RM 1                         12.804 METERS 09014     |
 DU1929| DU1603 BERT 2                              APPROX. 0.8 KM 2700625.8 |
 DU1929| DU1933 GLENMAR RM 2                         12.344 METERS 27033     |
 DU1929|---------------------------------------------------------------------|
 DU1929
 DU1929                          SUPERSEDED SURVEY CONTROL
 DU1929
 DU1929  ELLIP H (08/23/93)  412.33   (m)                       GP(       ) 4 2
 DU1929  NAD 83(1986)-  33 23 11.44916(N)    111 38 29.68435(W) AD(       ) 2
 DU1929  NAD 27      -  33 23 11.27560(N)    111 38 27.20007(W) AD(       ) 2
 DU1929  NGVD 29 (09/11/89)  440.8    (m)         1446.     (f) GPS OBS        
 DU1929
 DU1929.Superseded values are not recommended for survey control.
 DU1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1929.See file dsdata.txt to determine how the superseded data were derived.
 DU1929
 DU1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4032994321(NAD 83)
 DU1929_MARKER: DE = TRAVERSE STATION DISK
 DU1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1929_SP_SET: CONCRETE POST
 DU1929_STAMPING: GLENMAR P AND M 1974
 DU1929_MARK LOGO: AZDT  
 DU1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1929+STABILITY: SURFACE MOTION
 DU1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1929+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1929
 DU1929  HISTORY     - Date     Condition        Report By
 DU1929  HISTORY     - 1974     MONUMENTED       AZDT
 DU1929  HISTORY     - 1984     GOOD             AZDT
 DU1929  HISTORY     - 1986     GOOD             AZDT
 DU1929
 DU1929                          STATION DESCRIPTION
 DU1929
 DU1929'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1929'THE STATION IS LOCATED 5.7 MILES WEST SOUTHWEST OF APACHE
 DU1929'JCT. AND 11.5 MILES EAST SOUTHEAST OF MESA ALONG THE CENTERLINE
 DU1929'OF PROPOSED SUPERSTITION FRWY. AT STA. 997+02.28.
 DU1929'
 DU1929'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED GLENMAR
 DU1929'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 DU1929'WITH THE GROUND.  STATION IS 2.5 FEET NORTHWEST OF A WITNESS POST.
 DU1929'
 DU1929'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1929'GLENMAR RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1929'MONUMENT PROJECTING 3 INCHES.
 DU1929'
 DU1929'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1929'GLENMAR RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1929'MONUMENT PROJECTING 3 INCHES.
 DU1929'
 DU1929'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1929'STATE ROUTE 88 IN APACHE JCT., GO WEST ON U.S. 60, 80 AND 89 FOR
 DU1929'4.9 MILES TO ELLSWORTH RD., TURN SOUTH ON ELLSWORTH RD. FOR 2
 DU1929'MILES CROSSING BROADWAY AND SOUTHERN AVE. TO AN IRRIGATION
 DU1929'PUMP ON THE RIGHT.  TURN RIGHT AT IRRIGATION PUMP AND GO 0.5
 DU1929'MILE.  THE STATION IS 150 NORTH AT THIS POINT, ACROSS A DRAINAGE
 DU1929'DITCH AND MARKED WITH A WITNESS POST.
 DU1929'
 DU1929'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1929
 DU1929                          STATION RECOVERY (1984)
 DU1929
 DU1929'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1929'IN MESA.
 DU1929'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1929'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 2.49 KM.
 DU1929'(1.55 MI.), TO THE MARK, STATION IS 0.76 METER (2.5 FT.) NORTHWEST OF
 DU1929'A WITNESS POST, AN AZDT CAP IS SET IN A 12 INCH CONCRETE POST FLUSH
 DU1929'WITH THE GROUND.
 DU1929
 DU1929                          STATION RECOVERY (1986)
 DU1929
 DU1929'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1929'THE STATION WAS RECOVERED AT THIS DATE.
 DU1929'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1929'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1932 ***********************************************************************
 DU1932  DESIGNATION -  GLENMAR RM 1
 DU1932  PID         -  DU1932
 DU1932  STATE/COUNTY-  AZ/MARICOPA
 DU1932  USGS QUAD   -  BUCKHORN (1982)
 DU1932
 DU1932                         *CURRENT SURVEY CONTROL
 DU1932  ___________________________________________________________________
 DU1932* NAD 83(1986)-  33 23 11.     (N)    111 38 29.     (W)     SCALED    
 DU1932* NAVD 88     -       441.998  (meters)    1450.12   (feet)  ADJUSTED  
 DU1932  ___________________________________________________________________
 DU1932  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1932  DYNAMIC HT  -         441.467 (meters)    1448.38  (feet)  COMP
 DU1932  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1932
 DU1932  VERT ORDER  -  SECOND    CLASS I
 DU1932
 DU1932.The horizontal coordinates were scaled from a topographic map and have
 DU1932.an estimated accuracy of +/- 6 seconds.
 DU1932
 DU1932.The orthometric height was determined by differential leveling
 DU1932.and adjusted by the National Geodetic Survey in November 1993..
 DU1932
 DU1932.The geoid height was determined by GEOID03.
 DU1932
 DU1932.The dynamic height is computed by dividing the NAVD 88
 DU1932.geopotential number by the normal gravity value computed on the
 DU1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1932.degrees latitude (g = 980.6199 gals.).
 DU1932
 DU1932.The modeled gravity was interpolated from observed gravity values.
 DU1932
 DU1932;                    North         East    Units  Estimated Accuracy
 DU1932;SPC AZ C     -   264,640.      238,970.      MT  (+/- 180 meters Scaled)
 DU1932
 DU1932                          SUPERSEDED SURVEY CONTROL
 DU1932
 DU1932.No superseded survey control is available for this station.
 DU1932
 DU1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB403943(NAD 83)
 DU1932_MARKER: DD = SURVEY DISK
 DU1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1932_SP_SET: CONCRETE POST
 DU1932_STAMPING: GLENMAR RM 1 1974
 DU1932_MARK LOGO: AZDT  
 DU1932_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1932+STABILITY: SURFACE MOTION
 DU1932
 DU1932  HISTORY     - Date     Condition        Report By
 DU1932  HISTORY     - 1974     MONUMENTED       AZDT
 DU1932  HISTORY     - 1984     GOOD             AZDT
 DU1932
 DU1932                          STATION DESCRIPTION
 DU1932
 DU1932'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1932'IN MESA.
 DU1932'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1932'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 FOR 2.49 KM (1.55 MI),
 DU1932'12.804 METERS (42.01 FT) EAST OF STATION GLENMAR,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1933 ***********************************************************************
 DU1933  DESIGNATION -  GLENMAR RM 2
 DU1933  PID         -  DU1933
 DU1933  STATE/COUNTY-  AZ/MARICOPA
 DU1933  USGS QUAD   -  BUCKHORN (1982)
 DU1933
 DU1933                         *CURRENT SURVEY CONTROL
 DU1933  ___________________________________________________________________
 DU1933* NAD 83(1986)-  33 23 11.     (N)    111 38 29.     (W)     SCALED    
 DU1933* NAVD 88     -       441.837  (meters)    1449.59   (feet)  ADJUSTED  
 DU1933  ___________________________________________________________________
 DU1933  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1933  DYNAMIC HT  -         441.307 (meters)    1447.85  (feet)  COMP
 DU1933  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1933
 DU1933  VERT ORDER  -  SECOND    CLASS I
 DU1933
 DU1933.The horizontal coordinates were scaled from a topographic map and have
 DU1933.an estimated accuracy of +/- 6 seconds.
 DU1933
 DU1933.The orthometric height was determined by differential leveling
 DU1933.and adjusted by the National Geodetic Survey in November 1993..
 DU1933
 DU1933.The geoid height was determined by GEOID03.
 DU1933
 DU1933.The dynamic height is computed by dividing the NAVD 88
 DU1933.geopotential number by the normal gravity value computed on the
 DU1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1933.degrees latitude (g = 980.6199 gals.).
 DU1933
 DU1933.The modeled gravity was interpolated from observed gravity values.
 DU1933
 DU1933;                    North         East    Units  Estimated Accuracy
 DU1933;SPC AZ C     -   264,640.      238,970.      MT  (+/- 180 meters Scaled)
 DU1933
 DU1933                          SUPERSEDED SURVEY CONTROL
 DU1933
 DU1933.No superseded survey control is available for this station.
 DU1933
 DU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB403943(NAD 83)
 DU1933_MARKER: DD = SURVEY DISK
 DU1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1933_SP_SET: CONCRETE POST
 DU1933_STAMPING: GLENMAR RM 2 1974
 DU1933_MARK LOGO: AZDT  
 DU1933_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1933+STABILITY: SURFACE MOTION
 DU1933
 DU1933  HISTORY     - Date     Condition        Report By
 DU1933  HISTORY     - 1974     MONUMENTED       AZDT
 DU1933  HISTORY     - 1984     GOOD             AZDT
 DU1933
 DU1933                          STATION DESCRIPTION
 DU1933
 DU1933'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1933'IN MESA.
 DU1933'FROM THE INSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1933'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 FOR 2.49 KM (1.55 MI),
 DU1933'12.344 METERS (40.5) FEET WEST OF STATION GLENMAR,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0376 ***********************************************************************
 CF0376  DESIGNATION -  GLENN
 CF0376  PID         -  CF0376
 CF0376  STATE/COUNTY-  AZ/COCHISE
 CF0376  USGS QUAD   -  DOUGLAS NE (1978)
 CF0376
 CF0376                         *CURRENT SURVEY CONTROL
 CF0376  ___________________________________________________________________
 CF0376* NAD 83(1992)-  31 24 49.98678(N)    109 34 45.69937(W)     ADJUSTED  
 CF0376* NAVD 88     -      1236.2    (meters)    4056.     (feet)  VERTCON   
 CF0376  ___________________________________________________________________
 CF0376  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 CF0376  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0376
 CF0376  HORZ ORDER  -  SECOND
 CF0376
 CF0376.The horizontal coordinates were established by classical geodetic methods
 CF0376.and adjusted by the National Geodetic Survey in August 1993..
 CF0376
 CF0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0376
 CF0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0376
 CF0376.The geoid height was determined by GEOID03.
 CF0376
 CF0376;                    North         East     Units Scale Factor Converg.
 CF0376;SPC AZ E     -    46,033.294   269,201.349   MT  0.99993845   +0 18 22.0
 CF0376;SPC AZ E     -   151,027.87    883,206.53   iFT  0.99993845   +0 18 22.0
 CF0376;UTM  12      - 3,476,344.989   635,039.889   MT  0.99982492   +0 44 26.1
 CF0376
 CF0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0376!SPC AZ E     -   0.99981020  x   0.99993845  =   0.99974866
 CF0376!UTM  12      -   0.99981020  x   0.99982492  =   0.99963516
 CF0376
 CF0376|---------------------------------------------------------------------|
 CF0376| PID    Reference Object                     Distance      Geod. Az  |
 CF0376|                                                           dddmmss.s |
 CF0376| CS5410 GLENN RM 2                           13.627 METERS 18554     |
 CF0376| CS5409 GLENN RM 1                           14.439 METERS 35429     |
 CF0376|---------------------------------------------------------------------|
 CF0376
 CF0376                          SUPERSEDED SURVEY CONTROL
 CF0376
 CF0376  NAD 83(1986)-  31 24 49.98487(N)    109 34 45.68358(W) AD(       ) 2
 CF0376  NGVD 29 (03/13/91) 1235.4    (m)         4053.     (f) VERT ANG       
 CF0376
 CF0376.Superseded values are not recommended for survey control.
 CF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0376.See file dsdata.txt to determine how the superseded data were derived.
 CF0376
 CF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3504076345(NAD 83)
 CF0376_MARKER: DS = TRIANGULATION STATION DISK
 CF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0376+STABILITY: SURFACE MOTION
 CF0376
 CF0376  HISTORY     - Date     Condition        Report By
 CF0376  HISTORY     - 1982     MONUMENTED       AZDT
 CF0376
 CF0376                          STATION DESCRIPTION
 CF0376
 CF0376'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0376'THE STATION IS LOCATED ABOUT 9 MILES NORTH NORTHWEST OF DOUGLAS,
 CF0376'ARIZONA, ALONG U.S. HWY 666 IN COCHISE COUNTY.
 CF0376'
 CF0376'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS ON THE CORNER OF
 CF0376'10TH STREET AND  F  STREET, TRAVEL WEST 1 BLOCK TO  G  STREET, WHICH
 CF0376'IS HWY U.S. 80.  TURN RIGHT AND TRAVEL ON U.S. 80 FOR 1.8 MILES TO A
 CF0376'JUNCTION WITH HWY U.S. 666.  TURN RIGHT AND TRAVEL NORTH ON U.S. 666
 CF0376'FOR 4.2 MILES TO THE STATION ON THE LEFT.
 CF0376'
 CF0376'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---GLENN 1982---
 CF0376'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0376'SET LEVEL WITH THE GROUND.  IT IS 44.5 FEET WEST OF CENTER LINE OF US
 CF0376'666, 5.5-FEET EAST OF RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET
 CF0376'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 CF0376'
 CF0376'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---GLENN RM 1---
 CF0376'SET ON TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0376'
 CF0376'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---GLENN RM 2---,
 CF0376'SET IN TOP OF A 12 INCH ROUND CONCRETE POST LEVEL WITH THE GROUND.
 CF0376'
 CF0376'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT PORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1062 ***********************************************************************
 CG1062  DESIGNATION -  GLO 1
 CG1062  PID         -  CG1062
 CG1062  STATE/COUNTY-  AZ/PIMA
 CG1062  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1062
 CG1062                         *CURRENT SURVEY CONTROL
 CG1062  ___________________________________________________________________
 CG1062* NAD 83(1992)-  31 56 54.76130(N)    110 47 22.43431(W)     ADJUSTED  
 CG1062* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 CG1062  ___________________________________________________________________
 CG1062  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 CG1062  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CG1062
 CG1062  HORZ ORDER  -  FIRST
 CG1062
 CG1062.The horizontal coordinates were established by classical geodetic methods
 CG1062.and adjusted by the National Geodetic Survey in August 1993..
 CG1062
 CG1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1062
 CG1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1062
 CG1062.The geoid height was determined by GEOID03.
 CG1062
 CG1062;                    North         East     Units Scale Factor Converg.
 CG1062;SPC AZ C     -   105,716.546   319,915.196   MT  1.00003998   +0 35 47.3
 CG1062;SPC AZ C     -   346,839.06  1,049,590.54   iFT  1.00003998   +0 35 47.3
 CG1062;UTM  12      - 3,534,751.622   519,887.815   MT  0.99960488   +0 06 40.9
 CG1062
 CG1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1062!SPC AZ C     -   0.99984665  x   1.00003998  =   0.99988662
 CG1062!UTM  12      -   0.99984665  x   0.99960488  =   0.99945159
 CG1062
 CG1062|---------------------------------------------------------------------|
 CG1062| PID    Reference Object                     Distance      Geod. Az  |
 CG1062|                                                           dddmmss.s |
 CG1062| AH4871 GLO 1 RM 1                           22.342 METERS 00112     |
 CG1062| CY0323 84 1/2=CAVOT RM 3                                  0710048.1 |
 CG1062| AH4872 GLO 1 RM 2                           17.737 METERS 26834     |
 CG1062|---------------------------------------------------------------------|
 CG1062
 CG1062                          SUPERSEDED SURVEY CONTROL
 CG1062
 CG1062  NAD 83(1986)-  31 56 54.75770(N)    110 47 22.43081(W) AD(       ) 1
 CG1062  NAD 27      -  31 56 54.46000(N)    110 47 20.12400(W) AD(       ) 1
 CG1062  NGVD 29 (07/19/86) 1005.0    (m)         3297.     (f) VERT ANG       
 CG1062
 CG1062.Superseded values are not recommended for survey control.
 CG1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1062.See file dsdata.txt to determine how the superseded data were derived.
 CG1062
 CG1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1988834752(NAD 83)
 CG1062_MARKER: DD = SURVEY DISK
 CG1062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CG1062+WITH SETTING: INFORMATION.
 CG1062_PROJECTION: FLUSH
 CG1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1062
 CG1062  HISTORY     - Date     Condition        Report By
 CG1062  HISTORY     - 1935     MONUMENTED       CGS
 CG1062  HISTORY     - 1987     GOOD             AZDT
 CG1062
 CG1062                          STATION DESCRIPTION
 CG1062
 CG1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1062'TO REACH FROM TUCSON AT JUNCTION OF U.S. HIGHWAYS 80 AND 89, TAKE
 CG1062'U.S. HIGHWAY 80 EAST 16.9 MILES TO SIGN READING HELVETIA ROAD,
 CG1062'TAKE THIS ROAD SOUTH 6.2 MILES, TAKE RIGHT FORK AND GO 0.5 MILE
 CG1062'TO CATTLE GUARD, CONTINUE ALONG WEST SIDE OF FENCE FOR 0.1 MILE
 CG1062'TO STATION.
 CG1062'
 CG1062'NOTE--AZIMUTH MARK IS 0.7 MILE NORTH OF STATION ON RIGHT SIDE
 CG1062'OF ROAD, A U.S. GEOLOGICAL SURVEY BENCH MARK.
 CG1062
 CG1062                          STATION RECOVERY (1987)
 CG1062
 CG1062'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1062'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CG1062'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A
 CG1062'NEW ROUTE TO THE STATION FOLLOWS.
 CG1062'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10, HOUGHTON ROAD
 CG1062'TRAFFIC INTERCHANGE 11 MILES EAST OF TUCSON.  TRAVEL SOUTH ALONG
 CG1062'HOUGHTON ROAD FOR 6.8 MILES TO SAHUARITA ROAD, CONTINUE SOUTH FOR 0.95
 CG1062'MILE TO CAMINO DEL TORO ROAD.  TURN RIGHT AND TRAVEL WEST FOR 1.0 MILE
 CG1062'TO A FENCELINE AND A METAL GATE.  THE STATION IS JUST INSIDE THE FENCE
 CG1062'AND 32-1/2 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1501 ***********************************************************************
 DA1501  DESIGNATION -  GLO 5 RM 1
 DA1501  PID         -  DA1501
 DA1501  STATE/COUNTY-  AZ/PIMA
 DA1501  USGS QUAD   -  HOTASON VO (1990)
 DA1501
 DA1501                         *CURRENT SURVEY CONTROL
 DA1501  ___________________________________________________________________
 DA1501* NAD 83(1992)-  32 12 13.25743(N)    112 31 22.61260(W)     ADJUSTED  
 DA1501* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 DA1501  ___________________________________________________________________
 DA1501  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DA1501  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1501
 DA1501  HORZ ORDER  -  SECOND
 DA1501
 DA1501.The horizontal coordinates were established by classical geodetic methods
 DA1501.and adjusted by the National Geodetic Survey in August 1993..
 DA1501
 DA1501.The orthometric height was scaled from a topographic map.
 DA1501
 DA1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1501
 DA1501.The geoid height was determined by GEOID03.
 DA1501
 DA1501;                    North         East     Units Scale Factor Converg.
 DA1501;SPC AZ C     -   133,612.009   156,202.838   MT  0.99994027   -0 19 23.2
 DA1501;SPC AZ C     -   438,359.61    512,476.50   iFT  0.99994027   -0 19 23.2
 DA1501;UTM  12      - 3,564,029.539   356,460.981   MT  0.99985408   -0 48 42.4
 DA1501
 DA1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1501!SPC AZ C     -   0.99990306  x   0.99994027  =   0.99984334
 DA1501!UTM  12      -   0.99990306  x   0.99985408  =   0.99975715
 DA1501
 DA1501|---------------------------------------------------------------------|
 DA1501| PID    Reference Object                     Distance      Geod. Az  |
 DA1501|                                                           dddmmss.s |
 DA1501| DA1502 T14S R3W SEC 13 SE COR              350.960 METERS 18000     |
 DA1501|---------------------------------------------------------------------|
 DA1501
 DA1501                          SUPERSEDED SURVEY CONTROL
 DA1501
 DA1501  NAD 83(1986)-  32 12 13.24850(N)    112 31 22.61508(W) AD(       ) 2
 DA1501  NAD 27      -  32 12 13.01700(N)    112 31 20.10200(W) AD(       ) 2
 DA1501
 DA1501.Superseded values are not recommended for survey control.
 DA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1501.See file dsdata.txt to determine how the superseded data were derived.
 DA1501
 DA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5646164030(NAD 83)
 DA1501_MARKER: P = PIPE CAP
 DA1501_SETTING: 0 = UNSPECIFIED SETTING
 DA1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1501
 DA1501  HISTORY     - Date     Condition        Report By
 DA1501  HISTORY     - 1936     MONUMENTED       USGLO
 DA1501
 DA1501                          STATION DESCRIPTION
 DA1501
 DA1501'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1501'G. L. O. STATION NO. 5, REFERENCE MARK NO. 1, A BRASS CAP SET IN
 DA1501'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND,
 DA1501'IS 350.958 METERS (1,151.43 FEET) FROM STATION GLO 5
 DA1501'N 00 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1558 ***********************************************************************
 DA1558  DESIGNATION -  GLO 8 RM 1
 DA1558  PID         -  DA1558
 DA1558  STATE/COUNTY-  AZ/MARICOPA
 DA1558  USGS QUAD   -  TOM THUMB (1986)
 DA1558
 DA1558                         *CURRENT SURVEY CONTROL
 DA1558  ___________________________________________________________________
 DA1558* NAD 83(1992)-  32 35 45.16662(N)    112 31 53.92657(W)     ADJUSTED  
 DA1558* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 DA1558  ___________________________________________________________________
 DA1558  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DA1558  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DA1558
 DA1558  HORZ ORDER  -  THIRD
 DA1558
 DA1558.The horizontal coordinates were established by classical geodetic methods
 DA1558.and adjusted by the National Geodetic Survey in August 1993..
 DA1558
 DA1558.The orthometric height was scaled from a topographic map.
 DA1558
 DA1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1558
 DA1558.The geoid height was determined by GEOID03.
 DA1558
 DA1558;                    North         East     Units Scale Factor Converg.
 DA1558;SPC AZ C     -   177,105.621   155,632.914   MT  0.99994108   -0 19 52.7
 DA1558;SPC AZ C     -   581,055.19    510,606.67   iFT  0.99994108   -0 19 52.7
 DA1558;UTM  12      - 3,607,522.686   356,264.041   MT  0.99985476   -0 49 30.9
 DA1558
 DA1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1558!SPC AZ C     -   0.99989610  x   0.99994108  =   0.99983718
 DA1558!UTM  12      -   0.99989610  x   0.99985476  =   0.99975087
 DA1558
 DA1558:                Primary Azimuth Mark                     Grid Az
 DA1558:SPC AZ C     -  T9S R3E SEC 35 1/4 COR SOUTH             238 50 58.1
 DA1558:UTM  12      -  T9S R3E SEC 35 1/4 COR SOUTH             239 20 36.3
 DA1558
 DA1558|---------------------------------------------------------------------|
 DA1558| PID    Reference Object                     Distance      Geod. Az  |
 DA1558|                                                           dddmmss.s |
 DA1558| DA1559 T9S R3E SEC 35 1/4 COR SOUTH        APPROX. 0.6 KM 2383105.4 |
 DA1558|---------------------------------------------------------------------|
 DA1558
 DA1558                          SUPERSEDED SURVEY CONTROL
 DA1558
 DA1558  NAD 83(1986)-  32 35 45.15562(N)    112 31 53.92875(W) AD(       ) 3
 DA1558  NAD 27      -  32 35 44.96000(N)    112 31 51.40200(W) AD(       ) 3
 DA1558
 DA1558.Superseded values are not recommended for survey control.
 DA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1558.See file dsdata.txt to determine how the superseded data were derived.
 DA1558
 DA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5626407523(NAD 83)
 DA1558_MARKER: P = PIPE CAP
 DA1558_SETTING: 0 = UNSPECIFIED SETTING
 DA1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1558
 DA1558  HISTORY     - Date     Condition        Report By
 DA1558  HISTORY     - 1936     MONUMENTED       USGLO
 DA1558
 DA1558                          STATION DESCRIPTION
 DA1558
 DA1558'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1558'G.L.O. STATION
 DA1558'NO. 8, REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK
 DA1558'7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 623.426
 DA1558'METERS (2,045.36 FEET) FROM STATION GLO 8 N 58 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DB0126 ***********************************************************************
 DB0126  DESIGNATION -  GLO A 2
 DB0126  PID         -  DB0126
 DB0126  STATE/COUNTY-  AZ/YUMA
 DB0126  USGS QUAD   -  WELLTON MESA (1982)
 DB0126
 DB0126                         *CURRENT SURVEY CONTROL
 DB0126  ___________________________________________________________________
 DB0126* NAD 83(1992)-  32 40 16.68455(N)    114 04 25.23328(W)     ADJUSTED  
 DB0126* NAVD 88     -        94.78   (+/-2cm)     311.0    (feet)  VERTCON   
 DB0126  ___________________________________________________________________
 DB0126  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DB0126  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DB0126
 DB0126  HORZ ORDER  -  SECOND
 DB0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0126
 DB0126.The horizontal coordinates were established by classical geodetic methods
 DB0126.and adjusted by the National Geodetic Survey in August 1993..
 DB0126
 DB0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0126.The vertical order pertains to the NGVD 29 superseded value.
 DB0126
 DB0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0126
 DB0126.The geoid height was determined by GEOID03.
 DB0126
 DB0126;                    North         East     Units Scale Factor Converg.
 DB0126;SPC AZ W     -   185,354.459   183,001.739   MT  0.99994469   -0 10 29.0
 DB0126;SPC AZ W     -   608,118.30    600,399.41   iFT  0.99994469   -0 10 29.0
 DB0126;UTM  11      - 3,618,633.373   774,424.281   MT  1.00052873   +1 34 50.4
 DB0126;UTM  12      - 3,619,024.461   211,751.950   MT  1.00062467   -1 39 37.3
 DB0126
 DB0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0126!SPC AZ W     -   0.99999032  x   0.99994469  =   0.99993501
 DB0126!UTM  11      -   0.99999032  x   1.00052873  =   1.00051905
 DB0126!UTM  12      -   0.99999032  x   1.00062467  =   1.00061499
 DB0126
 DB0126:                Primary Azimuth Mark                     Grid Az
 DB0126:SPC AZ W     -  N 322                                    016 23 48.1
 DB0126:UTM  11      -  N 322                                    014 38 28.7
 DB0126:UTM  12      -  N 322                                    017 52 56.4
 DB0126
 DB0126|---------------------------------------------------------------------|
 DB0126| PID    Reference Object                     Distance      Geod. Az  |
 DB0126|                                                           dddmmss.s |
 DB0126| DB0128 N 322                                              0161319.1 |
 DB0126| DB1243 RADAR TOWER CENTER OF HUB           APPROX. 2.4 KM 0552654.9 |
 DB0126| CF0728 GLO A 2 RM 1                         17.644 METERS 08858     |
 DB0126| CF0729 GLO A 2 RM 2                          3.474 METERS 35621     |
 DB0126|---------------------------------------------------------------------|
 DB0126
 DB0126                          SUPERSEDED SURVEY CONTROL
 DB0126
 DB0126  NAD 83(1986)-  32 40 16.68326(N)    114 04 25.24087(W) AD(       ) 2
 DB0126  NAD 27      -  32 40 16.51240(N)    114 04 22.47710(W) AD(       ) 2
 DB0126  NGVD 29 (??/??/??)   94.135  (m)          308.84   (f) ADJUSTED    2 0
 DB0126
 DB0126.Superseded values are not recommended for survey control.
 DB0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0126.See file dsdata.txt to determine how the superseded data were derived.
 DB0126
 DB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7442418633(NAD 83)
 DB0126_MARKER: DS = TRIANGULATION STATION DISK
 DB0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0126_STAMPING: GLO A GLO A 2 1934 1960
 DB0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0126+STABILITY: SURFACE MOTION
 DB0126
 DB0126  HISTORY     - Date     Condition        Report By
 DB0126  HISTORY     - 1960     MONUMENTED       USGLO
 DB0126  HISTORY     - 1960     GOOD             CGS
 DB0126
 DB0126                          STATION DESCRIPTION
 DB0126
 DB0126'DESCRIBED BY US GENERAL LAND OFFICE 1960 (WWH)
 DB0126'THE STATION IS 4 MILES EAST OF WELLTON, 0.3 MILE SOUTH OF U.S.
 DB0126'HIGHWAY 80 AND 30 FEET WEST OF THE CENTER LINE OF AVENUE
 DB0126'33 EAST.
 DB0126'
 DB0126'TO REACH THE STATION FROM THE POST OFFICE IN WELLTON, PROCEED
 DB0126'EAST ALONG U.S. HIGHWAY 80 FOR 4 MILES TO A CROSS ROAD AND SIGN
 DB0126'BAKER TANKS, TURN RIGHT, SOUTH, ALONG THE SECTION LINE ROAD
 DB0126'(AVENUE 33 EAST) FOR 0.3 MILES TO AN IRRIGATION DITCH CROSSING
 DB0126'THE ROAD AND THE STATION SITE 5 FEET EAST OF A METAL WITNESS
 DB0126'POST WITH SIGN ATTACHED.
 DB0126'
 DB0126'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET
 DB0126'IN A SQUARE CONCRETE POST PROJECTING 6 INCHES, 30 FEET WEST
 DB0126'OF THE CENTER LINE OF AVENUE 33 EAST AND 11 FEET SOUTH OF THE
 DB0126'IRRIGATION DITCH.  IT IS STAMPED GLO A GLO A 2 1934 1960 AND
 DB0126'IS THE ORIGINAL POST AND MARK USED FOR STATION GLO A 1934.
 DB0126'
 DB0126'A METAL PIN, CENTERED IN THE TOP OF THE EAST HEADWALL OF THE
 DB0126'SIPHON CROSSING THE SECTION LINE ROAD, WAS USED FOR REFERENCE
 DB0126'MARK 1.  IT IS 30 FEET EAST OF THE CENTER LINE OF THE ROAD
 DB0126'AND ABOUT LEVEL WITH THE STATION MARK.
 DB0126'
 DB0126'A METAL PIN, CENTERED IN THE TOP OF THE WEST HEADWALL OF THE
 DB0126'SIPHON CROSSING THE SECTION LINE ROAD, WAS USED FOR REFERENCE
 DB0126'MARK 2.  IT IS 30 FEET WEST OF THE CENTER LINE OF THE ROAD
 DB0126'AND ABOUT LEVEL WITH THE STATION MARK.
 DB0126'
 DB0126'BENCH MARK N 322 1952 WAS USED FOR THE AZIMUTH MARK.  IT IS
 DB0126'STAMPED N 322 1952 AND IS 0.05 MILE EAST OF THE INTERSECTION
 DB0126'OF U.S. HIGHWAY 80 AND AVENUE 33 EAST, 48 FEET NORTH OF THE
 DB0126'CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD, 2.5 FEET EAST
 DB0126'OF A TELEGRAPH POLE 21 K E 4 AND 2.0 FEET WEST OF A WHITE
 DB0126'WOODEN WITNESS POST.  IT IS A STANDARD DISK SET IN A CYLINDRICAL
 DB0126'CONCRETE POST PROJECTING 2 INCHES.
 DB0126'
 DB0126'A 2-WHEEL DRIVE STATION.
 DB0126
 DB0126                          STATION RECOVERY (1960)
 DB0126
 DB0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0126'4.3 MI E FROM WELLTON.
 DB0126'4.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0126'WELLTON TO AVE. 33, THENCE 0.3 MILE SOUTH TO A IRRIGATION DITCH,
 DB0126'30 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 11 FEET SOUTH
 DB0126'OF A IRRIGATION DITCH, SET IN A SQUARE CONCRETE POST PROJECTING
 DB0126'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1990 ***********************************************************************
 CZ1990  DESIGNATION -  GLO E 2
 CZ1990  PID         -  CZ1990
 CZ1990  STATE/COUNTY-  AZ/PIMA
 CZ1990  USGS QUAD   -  WEST OF MARANA (1989)
 CZ1990
 CZ1990                         *CURRENT SURVEY CONTROL
 CZ1990  ___________________________________________________________________
 CZ1990* NAD 83(1992)-  32 27 03.71132(N)    111 18 45.13962(W)     ADJUSTED  
 CZ1990* NAVD 88     -       590.1    (meters)    1936.     (feet)  GPS OBS   
 CZ1990  ___________________________________________________________________
 CZ1990  X           -  -1,958,245.413 (meters)                     COMP
 CZ1990  Y           -  -5,019,393.809 (meters)                     COMP
 CZ1990  Z           -   3,403,042.591 (meters)                     COMP
 CZ1990  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ1990  ELLIP HEIGHT-         560.31  (meters)          (09/30/02) GPS OBS
 CZ1990  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1990
 CZ1990  HORZ ORDER  -  FIRST
 CZ1990  ELLP ORDER  -  THIRD     CLASS II
 CZ1990
 CZ1990.The horizontal coordinates were established by GPS observations
 CZ1990.and adjusted by the National Geodetic Survey in October 1993..
 CZ1990
 CZ1990.The orthometric height was determined by GPS observations and a
 CZ1990.high-resolution geoid model.
 CZ1990
 CZ1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1990
 CZ1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1990
 CZ1990.The ellipsoidal height was determined by GPS observations
 CZ1990.and is referenced to NAD 83.
 CZ1990
 CZ1990.The geoid height was determined by GEOID03.
 CZ1990
 CZ1990;                    North         East     Units Scale Factor Converg.
 CZ1990;SPC AZ C     -   161,037.867   270,159.495   MT  0.99993977   +0 19 27.0
 CZ1990;SPC AZ C     -   528,339.46    886,350.05   iFT  0.99993977   +0 19 27.0
 CZ1990;UTM  12      - 3,590,473.842   470,624.405   MT  0.99961064   -0 10 03.7
 CZ1990
 CZ1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1990!SPC AZ C     -   0.99991203  x   0.99993977  =   0.99985181
 CZ1990!UTM  12      -   0.99991203  x   0.99961064  =   0.99952271
 CZ1990
 CZ1990:                Primary Azimuth Mark                     Grid Az
 CZ1990:SPC AZ C     -  GLO E AZ MK                              088 19 15.1
 CZ1990:UTM  12      -  GLO E AZ MK                              088 48 45.8
 CZ1990
 CZ1990|---------------------------------------------------------------------|
 CZ1990| PID    Reference Object                     Distance      Geod. Az  |
 CZ1990|                                                           dddmmss.s |
 CZ1990| CH5230 GLO E AZ MK                                        0883842.1 |
 CZ1990| CH5232 GLO E RM 2                           23.982 METERS 25207     |
 CZ1990| CH5233 GLO E RM 3                           51.011 METERS 29051     |
 CZ1990| CZ1989 T11S R10E SECS 22 27 1/4 COR         29.634 METERS 29239     |
 CZ1990|---------------------------------------------------------------------|
 CZ1990
 CZ1990                          SUPERSEDED SURVEY CONTROL
 CZ1990
 CZ1990  ELLIP H (10/05/93)  560.40   (m)                       GP(       ) 3 2
 CZ1990  NAD 83(1992)-  32 27 03.71132(N)    111 18 45.13962(W) AD(       ) 2
 CZ1990  NAD 83(1986)-  32 27 03.70638(N)    111 18 45.13807(W) AD(       ) 2
 CZ1990  NAD 27      -  32 27 03.45641(N)    111 18 42.75600(W) AD(       ) 2
 CZ1990
 CZ1990.Superseded values are not recommended for survey control.
 CZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1990.See file dsdata.txt to determine how the superseded data were derived.
 CZ1990
 CZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7062490474(NAD 83)
 CZ1990_MARKER: DS = TRIANGULATION STATION DISK
 CZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1990_SP_SET: CONCRETE POST
 CZ1990_STAMPING: GLO E 2 1973
 CZ1990_MARK LOGO: NGS   
 CZ1990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1990+STABILITY: SURFACE MOTION
 CZ1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1990+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 CZ1990
 CZ1990  HISTORY     - Date     Condition        Report By
 CZ1990  HISTORY     - 1973     MONUMENTED       NGS
 CZ1990  HISTORY     - 1973     GOOD             NGS
 CZ1990  HISTORY     - 19910212 GOOD             NGS
 CZ1990
 CZ1990                          STATION DESCRIPTION
 CZ1990
 CZ1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ1990'THE STATION IS LOCATED 8-1/2 MILES SOUTH OF RED ROCK, 5 MILES
 CZ1990'WEST OF MARANA AND ABOUT 1 MILE SOUTH OF THE SANTA CRUZ RIVER.
 CZ1990'IT IS ON THE SOUTH SIDE OF TRICO MARANA ROAD ABOUT 0.05 MILE
 CZ1990'EAST OF A 5 POINT INTERSECTION.
 CZ1990'
 CZ1990'THE STATION MARK IS A STANDARD DISK STAMPED, GLO E 2 1973.  IT
 CZ1990'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'1 INCH.  IT IS 72 PACES EAST OF THE CENTER OF THE 5-POINT
 CZ1990'INTERSECTION, 33 FEET SOUTH OF OF THE CENTER OF TRICO MARANA ROAD
 CZ1990'AND 2 FEET WEST OF WITNESS POST AND SIGN.
 CZ1990'
 CZ1990'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GLO E NO 2 1935.
 CZ1990'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'6 INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF TRICO MARANA
 CZ1990'ROAD, 37 FEET NORTHEAST OF A POWER POLE AND 16 FEET SOUTH OF A
 CZ1990'TRACK ROAD.
 CZ1990'
 CZ1990'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GLO E NO 3 1959.
 CZ1990'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'3 INCHES.  IT IS 53 FEET NORTHEAST OF THE CENTER OF THE 5-POINT
 CZ1990'INTERSECTION, 6 FEET WEST OF A POWER POLE AND 2 FEET SOUTH OF
 CZ1990'THE NORTH RIGHT OF WAY FENCE LINE.
 CZ1990'
 CZ1990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLO E 1959.  IT
 CZ1990'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 6
 CZ1990'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF TRICO MARANA
 CZ1990'ROAD, 2.4 FEET WEST OF A POWER POLE AND 1.5 FEET SOUTH OF A
 CZ1990'WITNESS POST AND SIGN.
 CZ1990'
 CZ1990'TO REACH THE STATION FROM THE INTERSECTION OF STANDARIO ROAD
 CZ1990'AND TRICO MARANA ROAD, GO WEST ALONG TRICO MARANA ROAD FOR
 CZ1990'4.05 MILES TO THE BRIDGE OVER THE SANTA CRUZ RIVER, CONTINUE
 CZ1990'AHEAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CZ1990'AHEAD FOR 0.7 MILES TO THE STATION ON THE LEFT JUST BEFORE
 CZ1990'REACHING A 5-POINT INTERSECTION.
 CZ1990'
 CZ1990'NOTE.  THE ROUTE TO STATION STARTS FROM MARANA.
 CZ1990'
 CZ1990'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1990
 CZ1990                          STATION RECOVERY (1973)
 CZ1990
 CZ1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ1990'RECOVERED IN GOOD CONDITION.
 CZ1990
 CZ1990                          STATION RECOVERY (1991)
 CZ1990
 CZ1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1990'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST.(EXIT
 CZ1990'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 22 MI (35.4 KM) TO
 CZ1990'TRICO-MARANA RD EXIT 236, WEST ON TRICO-MARANA RD APPROX 6 MI
 CZ1990'(9.7 KM) TO SILVER BELL RD, MARKER IS 200 FT (61.0 M) EAST OF
 CZ1990'SILVERBELL RD, 25 FT (7.6 M) SOUTH OF TRICO-MARANA RD, 3 FT (0.9 M)
 CZ1990'NORTH OF A BARB WIRE FENCE. TOWNSHIP 11 SOUTH, RANGE 10 EAST, SECTION
 CZ1990'27.
 CZ1990'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A
 CZ1990'CONCRETE POST, FLUSH, STAMPED GLO E 2 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0581 ***********************************************************************
 CZ0581  DESIGNATION -  GLO E RM 1
 CZ0581  PID         -  CZ0581
 CZ0581  STATE/COUNTY-  AZ/PIMA
 CZ0581  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0581
 CZ0581                         *CURRENT SURVEY CONTROL
 CZ0581  ___________________________________________________________________
 CZ0581* NAD 83(1986)-  32 27 03.     (N)    111 18 45.     (W)     SCALED    
 CZ0581* NAVD 88     -       589.96   (+/-2cm)    1935.6    (feet)  VERTCON   
 CZ0581  ___________________________________________________________________
 CZ0581  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0581
 CZ0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0581
 CZ0581.The horizontal coordinates were scaled from a topographic map and have
 CZ0581.an estimated accuracy of +/- 6 seconds.
 CZ0581
 CZ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0581.The vertical order pertains to the NGVD 29 superseded value.
 CZ0581
 CZ0581.The geoid height was determined by GEOID03.
 CZ0581
 CZ0581;                    North         East    Units  Estimated Accuracy
 CZ0581;SPC AZ C     -   161,020.      270,160.      MT  (+/- 180 meters Scaled)
 CZ0581
 CZ0581                          SUPERSEDED SURVEY CONTROL
 CZ0581
 CZ0581  NGVD 29 (??/??/92)  589.43   (m)         1933.8    (f) COMPUTED    2 0
 CZ0581
 CZ0581.Superseded values are not recommended for survey control.
 CZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0581.See file dsdata.txt to determine how the superseded data were derived.
 CZ0581
 CZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA706904(NAD 83)
 CZ0581_MARKER: DR = REFERENCE MARK DISK
 CZ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0581_STAMPING: G.L.O. E NO. 1 1935
 CZ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0581+STABILITY: SURFACE MOTION
 CZ0581
 CZ0581  HISTORY     - Date     Condition        Report By
 CZ0581  HISTORY     - 1935     MONUMENTED       CGS
 CZ0581  HISTORY     - 1951     GOOD             NGS
 CZ0581
 CZ0581                          STATION DESCRIPTION
 CZ0581
 CZ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0581'11.8 MI W FROM RILLITO.
 CZ0581'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0581'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0581'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 10.3 MILES
 CZ0581'NORTHWEST ACROSS MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD, 0.75
 CZ0581'MILE NORTHWEST OF THE TRICO COOPERATIVE POWER PLANT, 82.9 FEET NORTH
 CZ0581'OF (RM NO 2), 61.9 FEET EAST OF THE STATION, 7 FEET SOUTH OF THE
 CZ0581'CENTER LINE OF THE TRACK ROAD LEADING EAST, AND ABOUT LEVEL WITH THE
 CZ0581'MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0581'ABOVE THE GROUND, NOTE-- THIS MARK HAS BEEN HIT AND IS AT A 30 DEG
 CZ0581'ANGLE WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ0582 ***********************************************************************
 CZ0582  DESIGNATION -  GLO E RM 2
 CZ0582  PID         -  CZ0582
 CZ0582  STATE/COUNTY-  AZ/PIMA
 CZ0582  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0582
 CZ0582                         *CURRENT SURVEY CONTROL
 CZ0582  ___________________________________________________________________
 CZ0582* NAD 83(1986)-  32 27 03.     (N)    111 18 47.     (W)     SCALED    
 CZ0582* NAVD 88     -       589.81   (+/-2cm)    1935.1    (feet)  VERTCON   
 CZ0582  ___________________________________________________________________
 CZ0582  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0582
 CZ0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0582
 CZ0582.The horizontal coordinates were scaled from a topographic map and have
 CZ0582.an estimated accuracy of +/- 6 seconds.
 CZ0582
 CZ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0582.The vertical order pertains to the NGVD 29 superseded value.
 CZ0582
 CZ0582.The geoid height was determined by GEOID03.
 CZ0582
 CZ0582;                    North         East    Units  Estimated Accuracy
 CZ0582;SPC AZ C     -   161,020.      270,110.      MT  (+/- 180 meters Scaled)
 CZ0582
 CZ0582                          SUPERSEDED SURVEY CONTROL
 CZ0582
 CZ0582  NGVD 29 (??/??/92)  589.28   (m)         1933.3    (f) COMPUTED    2 0
 CZ0582
 CZ0582.Superseded values are not recommended for survey control.
 CZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0582.See file dsdata.txt to determine how the superseded data were derived.
 CZ0582
 CZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705904(NAD 83)
 CZ0582_MARKER: DR = REFERENCE MARK DISK
 CZ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0582_STAMPING: G.L.O. E NO. 2 1935
 CZ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0582+STABILITY: SURFACE MOTION
 CZ0582
 CZ0582  HISTORY     - Date     Condition        Report By
 CZ0582  HISTORY     - 1935     MONUMENTED       CGS
 CZ0582  HISTORY     - 1951     GOOD             NGS
 CZ0582
 CZ0582                          STATION DESCRIPTION
 CZ0582
 CZ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0582'11.8 MI W FROM RILLITO.
 CZ0582'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0582'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0582'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 10.3 MILES
 CZ0582'NORTHWEST ACROSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0582'0.75 MILE NORTHWEST OF THE TRICO COOPERATIVE POWER PLANT, 82.9 FEET
 CZ0582'SOUTH OF (RM NO. 1), 73 1/25 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0582'MAIN ROAD, 63.4 FEET SOUTH SOUTHEAST OF THE STATION, AND ABOUT LEVEL
 CZ0582'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0582'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0496 ***********************************************************************
 ER0496  DESIGNATION -  GLO STATION 2
 ER0496  PID         -  ER0496
 ER0496  STATE/COUNTY-  AZ/APACHE
 ER0496  USGS QUAD   -  CONCHO (1984)
 ER0496
 ER0496                         *CURRENT SURVEY CONTROL
 ER0496  ___________________________________________________________________
 ER0496* NAD 83(1992)-  34 28 48.66688(N)    109 31 28.24066(W)     ADJUSTED  
 ER0496* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 ER0496  ___________________________________________________________________
 ER0496  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 ER0496  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ER0496
 ER0496  HORZ ORDER  -  SECOND
 ER0496
 ER0496.The horizontal coordinates were established by classical geodetic methods
 ER0496.and adjusted by the National Geodetic Survey in August 1993..
 ER0496
 ER0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0496
 ER0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0496
 ER0496.The geoid height was determined by GEOID03.
 ER0496
 ER0496;                    North         East     Units Scale Factor Converg.
 ER0496;SPC AZ E     -   386,101.033   272,344.036   MT  0.99994287   +0 21 48.8
 ER0496;SPC AZ E     - 1,266,735.67    893,517.18   iFT  0.99994287   +0 21 48.8
 ER0496;UTM  12      - 3,816,387.840   635,492.114   MT  0.99982628   +0 50 07.6
 ER0496
 ER0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0496!SPC AZ E     -   0.99970503  x   0.99994287  =   0.99964792
 ER0496!UTM  12      -   0.99970503  x   0.99982628  =   0.99953136
 ER0496
 ER0496|---------------------------------------------------------------------|
 ER0496| PID    Reference Object                     Distance      Geod. Az  |
 ER0496|                                                           dddmmss.s |
 ER0496| ER0499 GLO STATION 2 RM 1                  152.824 METERS 00516     |
 ER0496| ER0497 GLO STATION 2 RM 2                  392.030 METERS 09312     |
 ER0496| ER0501 MAL                                 APPROX. 3.8 KM 2885427.4 |
 ER0496|---------------------------------------------------------------------|
 ER0496
 ER0496                          SUPERSEDED SURVEY CONTROL
 ER0496
 ER0496  NAD 83(1986)-  34 28 48.66541(N)    109 31 28.24865(W) AD(       ) 2
 ER0496  NAD 27      -  34 28 48.54854(N)    109 31 25.85629(W) AD(       ) 2
 ER0496  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 ER0496
 ER0496.Superseded values are not recommended for survey control.
 ER0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0496.See file dsdata.txt to determine how the superseded data were derived.
 ER0496
 ER0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3549216388(NAD 83)
 ER0496
 ER0496  HISTORY     - Date     Condition        Report By
 ER0496  HISTORY     - 1934     MONUMENTED       CGS
 ER0496  HISTORY     - 1936     GOOD             CGS
 ER0496  HISTORY     - 1978     GOOD             AZDT
 ER0496
 ER0496                          STATION DESCRIPTION
 ER0496
 ER0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0496'THE STATION MARKS THE STANDARD CORNER OF T. 13 N, RS. 26, 27 E.
 ER0496'IT IS A G.L.O. TABLET SET IN A CONCRETE POST, AND IS 390.938
 ER0496'METERS (1,282.60 FEET) FROM G.L.O. STATION 2 ECCENTRIC
 ER0496
 ER0496                          STATION RECOVERY (1978)
 ER0496
 ER0496'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978
 ER0496'THE STATION WAS RECOVERED AS DESCRIBED.
 ER0496'THE OLD DISTANCE PUBLISHED BETWEEN GLO 2 AND
 ER0496'GLO 2 ECC WHICH IS RM 2 WAS FOUND TO BE IN ERROR BY MORE THAN 1 METER.
 ER0496'RM 1 WAS MEASURED BY EDM EQUIPMENT AT THIS TIME.  STATION HAM CAN
 ER0496'SERVE FOR AN AZIMUTH MARK.
 ER0496'
 ER0496'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAYS 180A
 ER0496'AND 61 IN CONCHO, TRAVEL EAST ALONG ARIZONA 61 FOR 5.3 MILES TO MILE
 ER0496'POST 377.6 AND A GATE ON RIGHT.  PASS THROUGH GATE AND PROCEED TO A
 ER0496'GATE IN SW CORNER OF CORRAL, PASS THROUGH AND CONTINUE A SHORT
 ER0496'DISTANCE TO A GATE IN THE NW CORNER OF A SECOND CORRAL.  PASS THROUGH
 ER0496'GATE AND GO SOUTH ALONG FENCE TO A TRAIL THAT LEADS SW FOR 1.0 MILE
 ER0496'THEN TURN WEST FOR ABOUT 100 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0497 ***********************************************************************
 ER0497  DESIGNATION -  GLO STATION 2 RM 2
 ER0497  PID         -  ER0497
 ER0497  STATE/COUNTY-  AZ/APACHE
 ER0497  USGS QUAD   -  CONCHO (1984)
 ER0497
 ER0497                         *CURRENT SURVEY CONTROL
 ER0497  ___________________________________________________________________
 ER0497* NAD 83(1992)-  34 28 47.95777(N)    109 31 12.90118(W)     ADJUSTED  
 ER0497* NAVD 88     -      1915.2    (meters)    6283.     (feet)  VERTCON   
 ER0497  ___________________________________________________________________
 ER0497  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ER0497  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ER0497
 ER0497  HORZ ORDER  -  SECOND
 ER0497
 ER0497.The horizontal coordinates were established by classical geodetic methods
 ER0497.and adjusted by the National Geodetic Survey in August 1993..
 ER0497
 ER0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0497
 ER0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0497
 ER0497.The geoid height was determined by GEOID03.
 ER0497
 ER0497;                    North         East     Units Scale Factor Converg.
 ER0497;SPC AZ E     -   386,081.676   272,735.565   MT  0.99994344   +0 21 57.5
 ER0497;SPC AZ E     - 1,266,672.17    894,801.72   iFT  0.99994344   +0 21 57.5
 ER0497;UTM  12      - 3,816,371.710   635,883.744   MT  0.99982759   +0 50 16.2
 ER0497
 ER0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0497!SPC AZ E     -   0.99970312  x   0.99994344  =   0.99964657
 ER0497!UTM  12      -   0.99970312  x   0.99982759  =   0.99953076
 ER0497
 ER0497|---------------------------------------------------------------------|
 ER0497| PID    Reference Object                     Distance      Geod. Az  |
 ER0497|                                                           dddmmss.s |
 ER0497| ER0496 GLO STATION 2                       392.030 METERS 27312     |
 ER0497| ER0501 MAL                                 APPROX. 4.2 KM 2872811.8 |
 ER0497| ER0499 GLO STATION 2 RM 1                  415.588 METERS 2944526.3 |
 ER0497|---------------------------------------------------------------------|
 ER0497
 ER0497                          SUPERSEDED SURVEY CONTROL
 ER0497
 ER0497  NAD 83(1986)-  34 28 47.95632(N)    109 31 12.90917(W) AD(       ) 2
 ER0497  NAD 27      -  34 28 47.83954(N)    109 31 10.51959(W) AD(       ) 2
 ER0497  NGVD 29 (07/19/86) 1914.3    (m)         6280.     (f) VERT ANG       
 ER0497
 ER0497.Superseded values are not recommended for survey control.
 ER0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0497.See file dsdata.txt to determine how the superseded data were derived.
 ER0497
 ER0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3588416372(NAD 83)
 ER0497_MARKER: DS = TRIANGULATION STATION DISK
 ER0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0497+STABILITY: SURFACE MOTION
 ER0497
 ER0497  HISTORY     - Date     Condition        Report By
 ER0497  HISTORY     - 1934     MONUMENTED       USGLO
 ER0497  HISTORY     - 1936     GOOD             CGS
 ER0497  HISTORY     - 1978     GOOD             AZDT
 ER0497  HISTORY     - 1982     GOOD             AZDT
 ER0497
 ER0497                          STATION DESCRIPTION
 ER0497
 ER0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0497'THE STATION IS REFERENCE MARK NO 2 FOR G.L.O. STATION 2.  IT
 ER0497'IS A G.L.O. REFERENCE TABLET SET IN A CONCRETE POST.
 ER0497'
 ER0497'G.L.O. STATION 2 IS IN A N-S FENCE LINE AND 390.938 METERS
 ER0497'(1,282.60 FEET) FROM THE STATION N 86 DEG 49 MIN W.
 ER0497'
 ER0497'G.L.O. REFERENCE MARK NO. 1, A TABLET SET IN A CONCRETE POST,
 ER0497'IS 0.1 MILE N OF G.L.O. STATION 2, 15 STEPS E OF FENCE LINE
 ER0497'AND N 65 DEG 14 MIN W FROM THE ECCENTRIC STATION.
 ER0497'
 ER0497'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 ER0497'260 AND STATE HIGHWAY 61 IN ST. JOHNS, ARIZONA, GO W 9.6 MILES
 ER0497'ON U.S. HIGHWAY 260, TURN LEFT OFF THE HIGHWAY, CIRCLE TO THE
 ER0497'RIGHT OF A LOW HILL, AND GO SE ABOUT 0.5 MILE TO THE TOP OF
 ER0497'THE HILL AND THE STATION.
 ER0497
 ER0497                          STATION RECOVERY (1978)
 ER0497
 ER0497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978
 ER0497'THE STATION WAS RECOVERED AS DESCRIBED.
 ER0497'RM 1 WAS MEASURED WITH EDM EQUIPMENT AND AN ERROR GREATER THAN
 ER0497'1 METER WAS FOUND IN THE PUBLISHED DISTANCE BETWEEN THIS STATION AND
 ER0497'GLO 2.
 ER0497'
 ER0497'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 666
 ER0497'AND AZ HIGHWAY 61 IN ST. JOHNS, TRAVEL WEST ALONG 61 FOR 9.05 MILES
 ER0497'TO MILE POST 377.6 AND A GATE ON LEFT.  PASS THROUGH GATE AND LEAVE
 ER0497'CORRAL AT SW CORNER INTO A SECOND CORRAL PASS THROUGH GATE AND TRAVEL
 ER0497'SOUTH ALONG FENCE TO A TRAIL THAT LEADS SW, TURN RIGHT ON TRAIL FOR
 ER0497'0.9 MILE TO A LONE CEDAR 150 FEET WEST OF TRAIL AND RM 1.  THE STATION
 ER0497'IS DIRECTLY SOUTH OF THIS POINT, TURN LEFT UP THE LOW CEDAR RIDGE FOR
 ER0497'0.25 MILE TO TOP OF RIDGE AND STATION WHICH IS RM 2.
 ER0497
 ER0497                          STATION RECOVERY (1982)
 ER0497
 ER0497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0497'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1993 ***********************************************************************
 DU1993  DESIGNATION -  GLOBE BLACK METAL STACK
 DU1993  PID         -  DU1993
 DU1993  STATE/COUNTY-  AZ/GILA
 DU1993  USGS QUAD   -  GLOBE (1982)
 DU1993
 DU1993                         *CURRENT SURVEY CONTROL
 DU1993  ___________________________________________________________________
 DU1993* NAD 83(1992)-  33 24 28.42117(N)    110 47 28.43658(W)     ADJUSTED  
 DU1993* NAVD 88     -                                                        
 DU1993  ___________________________________________________________________
 DU1993  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DU1993  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU1993
 DU1993  HORZ ORDER  -  THIRD
 DU1993
 DU1993.The horizontal coordinates were established by classical geodetic methods
 DU1993.and adjusted by the National Geodetic Survey in August 1993..
 DU1993
 DU1993
 DU1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1993
 DU1993.The geoid height was determined by GEOID03.
 DU1993
 DU1993;                    North         East     Units Scale Factor Converg.
 DU1993;SPC AZ E     -   267,160.186   155,267.730   MT  0.99994159   -0 20 38.0
 DU1993;SPC AZ E     -   876,509.80    509,408.56   iFT  0.99994159   -0 20 38.0
 DU1993;UTM  12      - 3,696,527.152   519,411.987   MT  0.99960465   +0 06 53.8
 DU1993
 DU1993                          SUPERSEDED SURVEY CONTROL
 DU1993
 DU1993  NAD 83(1986)-  33 24 28.41603(N)    110 47 28.43773(W) AD(       ) 4
 DU1993  NAD 27      -  33 24 28.22000(N)    110 47 26.04000(W) AD(       ) 3
 DU1993
 DU1993.Superseded values are not recommended for survey control.
 DU1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1993.See file dsdata.txt to determine how the superseded data were derived.
 DU1993
 DU1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1941296527(NAD 83)
 DU1993_MARKER: 63 = STACK
 DU1993
 DU1993  HISTORY     - Date     Condition        Report By
 DU1993  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU1993  HISTORY     - 19950726 GOOD             USPSQD
 DU1993
 DU1993                          STATION DESCRIPTION
 DU1993
 DU1993'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0078 ***********************************************************************
 EU0078  DESIGNATION -  GLOFF
 EU0078  PID         -  EU0078
 EU0078  STATE/COUNTY-  AZ/MOHAVE
 EU0078  USGS QUAD   -  YUCCA (1970)
 EU0078
 EU0078                         *CURRENT SURVEY CONTROL
 EU0078  ___________________________________________________________________
 EU0078* NAD 83(1992)-  34 51 57.01350(N)    114 08 21.90374(W)     ADJUSTED  
 EU0078* NAVD 88     -       572.189  (meters)    1877.26   (feet)  ADJUSTED  
 EU0078  ___________________________________________________________________
 EU0078  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 EU0078  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0078  DYNAMIC HT  -         571.550 (meters)    1875.16  (feet)  COMP
 EU0078  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 EU0078
 EU0078  HORZ ORDER  -  SECOND
 EU0078  VERT ORDER  -  FIRST     CLASS II
 EU0078
 EU0078.The horizontal coordinates were established by classical geodetic methods
 EU0078.and adjusted by the National Geodetic Survey in August 1993..
 EU0078
 EU0078.The orthometric height was determined by differential leveling
 EU0078.and adjusted by the National Geodetic Survey in June 1991..
 EU0078
 EU0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0078
 EU0078.The geoid height was determined by GEOID03.
 EU0078
 EU0078.The dynamic height is computed by dividing the NAVD 88
 EU0078.geopotential number by the normal gravity value computed on the
 EU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0078.degrees latitude (g = 980.6199 gals.).
 EU0078
 EU0078.The modeled gravity was interpolated from observed gravity values.
 EU0078
 EU0078;                    North         East     Units Scale Factor Converg.
 EU0078;SPC AZ W     -   428,775.219   177,755.122   MT  0.99994895   -0 13 21.4
 EU0078;SPC AZ W     - 1,406,742.84    583,186.10   iFT  0.99994895   -0 13 21.4
 EU0078;UTM  11      - 3,861,898.571   761,496.149   MT  1.00044287   +1 38 10.3
 EU0078
 EU0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0078!SPC AZ W     -   0.99991487  x   0.99994895  =   0.99986382
 EU0078!UTM  11      -   0.99991487  x   1.00044287  =   1.00035770
 EU0078
 EU0078:                Primary Azimuth Mark                     Grid Az
 EU0078:SPC AZ W     -  YUCCA AIRPORT WATER TANK                 024 12 54.0
 EU0078:UTM  11      -  YUCCA AIRPORT WATER TANK                 022 21 22.3
 EU0078
 EU0078|---------------------------------------------------------------------|
 EU0078| PID    Reference Object                     Distance      Geod. Az  |
 EU0078|                                                           dddmmss.s |
 EU0078| EU0913 YUCCA AIRPORT WATER TANK            APPROX. 1.8 KM 0235932.6 |
 EU0078| EU0727 GLOFF RM 3                            9.427 METERS 06638     |
 EU0078| EU0079 GLOFF RM 1                           31.699 METERS 24257     |
 EU0078| EU0076 GLOFF AZ MK                                        3045508.0 |
 EU0078| EU0908 YUCCA RAILROAD WATER TANK           APPROX. 1.7 KM 3061029.0 |
 EU0078| CC5313 T11N R18W SECS 12 13 1/4 COR         29.925 METERS 31255     |
 EU0078|---------------------------------------------------------------------|
 EU0078
 EU0078                          SUPERSEDED SURVEY CONTROL
 EU0078
 EU0078  NAD 83(1986)-  34 51 57.01318(N)    114 08 21.90888(W) AD(       ) 2
 EU0078  NAD 27      -  34 51 56.99400(N)    114 08 19.08100(W) AD(       ) 2
 EU0078  NGVD 29 (??/??/??)  571.467  (m)         1874.89   (f) ADJUSTED    1 2
 EU0078
 EU0078.Superseded values are not recommended for survey control.
 EU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0078.See file dsdata.txt to determine how the superseded data were derived.
 EU0078
 EU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6149661899(NAD 83)
 EU0078_MARKER: DS = TRIANGULATION STATION DISK
 EU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0078_STAMPING: GLOFF 1945
 EU0078_MARK LOGO: CGS   
 EU0078_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0078+STABILITY: SURFACE MOTION
 EU0078
 EU0078  HISTORY     - Date     Condition        Report By
 EU0078  HISTORY     - 1945     MONUMENTED       CGS
 EU0078  HISTORY     - 1961     GOOD             CGS
 EU0078  HISTORY     - 1961     GOOD             NGS
 EU0078  HISTORY     - 1968     GOOD             AZHD
 EU0078  HISTORY     - 1971     GOOD             NGS
 EU0078  HISTORY     - 1981     GOOD             NGS
 EU0078
 EU0078                          STATION DESCRIPTION
 EU0078
 EU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0078'STATION IS LOCATED ABOUT 1 MILE SE OF YUCCA, ALONG THE
 EU0078'YUCCA-SIGNAL ROAD, AND ABOUT 100 FEET SE OF THE QUARTER CORNER
 EU0078'OF SECTIONS 12 AND 13.
 EU0078'
 EU0078'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 EU0078'PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF 1945.
 EU0078'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 EU0078'
 EU0078'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0078'POST PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF NO
 EU0078'1 1945.
 EU0078'
 EU0078'REFERENCE MARK 2 IS A GENERAL LAND OFFICE BRONZE DISK RIVETED TO
 EU0078'A 3-INCH IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND AND IS
 EU0078'STAMPED T 11 N R 18 W S 13 S 13 1915.
 EU0078'
 EU0078'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE CYLINDER
 EU0078'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF 1945.
 EU0078'IT IS 39 FEET NE OF THE CENTER LINE OF ROAD AND 17 FEET NE OF A
 EU0078'4- BY 4-INCH WOODEN WITNESS POST.
 EU0078'
 EU0078'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON GRADED
 EU0078'ROAD TOWARD SIGNAL FOR 0.8 MILE TO STATION ON LEFT, ABOUT 100
 EU0078'FEET SE OF FENCE CORNER ON LEFT.  STATION IS 43 FEET NE OF THE
 EU0078'CENTER LINE OF GRADED ROAD AND 15 FEET SW OF A FENCE.
 EU0078'
 EU0078'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EU0078
 EU0078                          STATION RECOVERY (1961)
 EU0078
 EU0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0078'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EU0078'CONDITION.  REFERENCE MARK NUMBER 2 APPEARED TO HAVE BEEN
 EU0078'DISTURBED, A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK 2 WAS
 EU0078'FOUND, A SECOND SET OF OBSERVATIONS WERE TAKEN AND THE RESULTS
 EU0078'MEANED.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO BOTH REFERENCE
 EU0078'MARKS.
 EU0078'
 EU0078'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 EU0078'
 EU0078'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF YUCCA AND IS NOW
 EU0078'ON THE FORD PROVING GROUNDS PROPERTY.
 EU0078'
 EU0078'TO REACH THE STATION FROM THE POST OFFICE IN YUCCA, GO SOUTHEAST
 EU0078'FOR 0.3 MILE TO U.S. HIGHWAY 66, TURN LEFT AND GO 0.45 MILE TO
 EU0078'THE MAIN ENTRANCE TO THE FORD PROVING GROUNDS ON THE RIGHT.  HERE
 EU0078'PASS THROUGH GUARDED GATE AND GO ABOUT 100 FEET, TURN RIGHT GO
 EU0078'SOUTH AND EAST ON A DIRT ROAD FOR 0.3 MILE, TURN RIGHT (SOUTH)
 EU0078'ALONG THE EAST SIDE OF A FENCE ON A BLADED ROAD FOR 0.6 MILE TO
 EU0078'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON BLADED ROAD FOR
 EU0078'0.35 MILE TO A FENCE CORNER AND STATION ABOUT 100 FEET
 EU0078'EAST-SOUTHEAST OF A FENCE CORNER.
 EU0078'
 EU0078'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR 0.4
 EU0078'MILE TO THE MARK AS DESCRIBED.
 EU0078'
 EU0078'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 EU0078'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS
 EU0078'STAMPED GLOFF 1945.  THE MARK IS 98.4 FEET SOUTHEAST OF A FENCE
 EU0078'CORNER, 49 FEET NORTH OF THE CENTER OF A WASH, 80 FEET EAST OF A
 EU0078'WITNESS POST, 37 FEET EAST OF A TRACK ROAD AND IS SURROUNDED BY
 EU0078'THREE YELLOWPOSTS.
 EU0078'
 EU0078'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0078'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES AND IS
 EU0078'STAMPED GLOFF NO 1 1945.  THE MARK IS 116 FEET SOUTH-SOUTHWEST
 EU0078'OF A FENCE CORNER, 84 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND
 EU0078'21 FEET WEST OF A FENCE.
 EU0078'
 EU0078'REFERENCE MARK 2, A GENERAL LAND OFFICE BRONZE DISK RIVETED TO
 EU0078'A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 10-INCHES ABOVE THE
 EU0078'GROUND AND IS STAMPED T 11 N, R 18 W, S 12 AND S 13, 1915.  THE
 EU0078'MARK IS 33 FEET NORTH OF A WITNESS POST AND 1 FOOT SOUTHWEST OF
 EU0078'A FENCE CORNER.
 EU0078'
 EU0078'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12-INCH
 EU0078'SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES AND IS STAMPED GLOFF
 EU0078'1945.  THE MARK IS 39 FEET NORTHEAST OF THE CENTER OF A GRADED
 EU0078'ROAD, 17 FEET NORTHEAST OF A WOODEN WITNESS POST, 17 FEET
 EU0078'SOUTHWEST OF THE CENTER OF A GRADED ROAD, 1.6 FEET EAST OF A
 EU0078'METAL WITNESS POST AND ABOUT 70 PACES SOUTHEAST OF A NORTH AND
 EU0078'SOUTH FENCE.
 EU0078
 EU0078                          STATION RECOVERY (1961)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0078'1 MI SE FROM YUCCA.
 EU0078'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0078'THENCE 0.10 MILE SOUTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 0.6
 EU0078'MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD NOW ABANDONED, ON
 EU0078'WHAT IS NOW THE PROPERTY OF THE FORD PROVING GROUND, AND NEAR
 EU0078'A FENCE CORNER, 45 FEET NORTHEAST OF THE CENTER OF THE OLD
 EU0078'YUCCA-SIGNAL ROAD, 97 FEET EAST OF THE FENCE CORNER, 78 FEET
 EU0078'SOUTHEAST OF THE FENCE, 79.0 FEET EAST OF A METAL WITNESS POST,
 EU0078'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 EU0078'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK CAN NOT BE
 EU0078'REACHED BY TRUCK BY FOLLOWING ABOVE DESCRIPTION.  TO REACH BY
 EU0078'TRUCK GO 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0078'YUCCA, THENCE 0.5 MILE NORTH ALONG U.S. HIGHWAY 66 TO THE FORD
 EU0078'PROVING GROUND GUARD GATE, THENCE ABOUT 100 YARDS EAST ALONG
 EU0078'THE MAIN ROAD, THENCE 0.25 MILE SOUTH AND SOUTHEAST ALONG A
 EU0078'SAND ROAD, THENCE 0.6 MILE SOUTH ALONG A SAND ROAD, THENCE 0.35
 EU0078'MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD.
 EU0078
 EU0078                          STATION RECOVERY (1968)
 EU0078
 EU0078'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 EU0078'GENERAL LOCATION THE STATION, REFERENCE AND AZIMUTH MARK WERE
 EU0078'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 EU0078
 EU0078                          STATION RECOVERY (1971)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0078'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 EU0078'IN GOOD CONDITION.  REFERENCE MARK 1 WAS DESTROYED BY GRADING
 EU0078'AND THE DISK WAS REMOVED FROM THE MONUMENT AT THIS TIME.  THE
 EU0078'G.L.O. CORNER HAS BEEN DISTURBED AND IS LEANING AT THIS TIME.
 EU0078'THE STATION WAS OCCUPIED AND R.M. 3 ESTABLISHED.
 EU0078'
 EU0078'THE STATION MARK IS A STANDARD DISK STAMPED, GLOFF 1945.  IT IS
 EU0078'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 EU0078'ABOUT 3 INCHES.  THE MARK IS 98 FEET SOUTHEAST OF FENCE CORNER,
 EU0078'80 FEET EAST OF A NORTH-SOUTH FENCE LINE, 49 FEET NORTH OF A WASH
 EU0078'AND SET IN THE CENTER OF A TRIANGLE FORMED BY 3 IRON POSTS.
 EU0078'
 EU0078'REFERENCE MARK 2 IS G.L.O. DISK STAMPED, T 11 N, R 18 W, S 13
 EU0078'1915.  THE MARK IS SET IN THE FENCE CORNER.
 EU0078'
 EU0078'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GLOFF NO 3 1945
 EU0078'1971.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 EU0078'PROJECTS 5 INCHES.  IT IS 98 FEET NORTHEAST OF FENCE CORNER, 60
 EU0078'FEET NORTH OF THE WASH AND 39 FEET SOUTHWEST OF THE GRADED ROAD.
 EU0078'
 EU0078'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLOFF 1945.  IT IS
 EU0078'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 EU0078'5 INCHES.  IT IS 39 FEET NORTHEAST OF A GRADED ROAD AND 1-1/2
 EU0078'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS 0.4 MILE
 EU0078'NORTHWEST OF THE STATION ALONG A GRADED ROAD WHICH IS CLOSED BY
 EU0078'FENCES.
 EU0078'
 EU0078'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 40, YUCCA-ALAMO
 EU0078'OVER CROSSING, EXIT SOUTH AND CONTINUE SOUTH FOR 0.6 MILE ALONG
 EU0078'A GRADED ROAD TO THE SOUTH-EAST CORNER OF A FENCED ENCLOSURE
 EU0078'AND REFERENCE MARK 2 THE STATION IS ACROSS THE FENCE AND A
 EU0078'GRADED ROAD.
 EU0078'
 EU0078'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EU0078'
 EU0078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 EU0078'SOUTHEAST OF YUCCA.
 EU0078
 EU0078                          STATION RECOVERY (1981)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0078'IN YUCCA, 1.85 KM (1.15 MI) SOUTHEAST ALONG A DIRT ROAD PARALLELING A
 EU0078'CHAIN LINK FENCE AROUND THE FORD AUTOMOTIVE PROVING GROUNDS FROM THE
 EU0078'MAIN ENTRANCE TO THE GROUNDS, 30.0 METERS (98.5 FT) SOUTHEAST OF A
 EU0078'CORNER IN THE CHAIN LINK FENCE, 19.4 METERS (63.5 FT) EAST OF THE
 EU0078'FENCE LINE, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE OF A WASH,
 EU0078'13.0 METERS (42.5 FT) EAST OF THE CENTERLINE OF A DIRT ROAD, 9.4
 EU0078'METERS (30.9 FT) WEST OF REFERENCE MARK 3.
 EU0078'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EU0078'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0076 ***********************************************************************
 EU0076  DESIGNATION -  GLOFF AZ MK
 EU0076  PID         -  EU0076
 EU0076  STATE/COUNTY-  AZ/MOHAVE
 EU0076  USGS QUAD   -  YUCCA (1970)
 EU0076
 EU0076                         *CURRENT SURVEY CONTROL
 EU0076  ___________________________________________________________________
 EU0076* NAD 83(1986)-  34 52 08.     (N)    114 08 42.     (W)     SCALED    
 EU0076* NAVD 88     -       563.853  (meters)    1849.91   (feet)  ADJUSTED  
 EU0076  ___________________________________________________________________
 EU0076  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0076  DYNAMIC HT  -         563.223 (meters)    1847.84  (feet)  COMP
 EU0076  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 EU0076
 EU0076  VERT ORDER  -  FIRST     CLASS II
 EU0076
 EU0076.The horizontal coordinates were scaled from a topographic map and have
 EU0076.an estimated accuracy of +/- 6 seconds.
 EU0076
 EU0076.The orthometric height was determined by differential leveling
 EU0076.and adjusted by the National Geodetic Survey in June 1991..
 EU0076
 EU0076.The geoid height was determined by GEOID03.
 EU0076
 EU0076.The dynamic height is computed by dividing the NAVD 88
 EU0076.geopotential number by the normal gravity value computed on the
 EU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0076.degrees latitude (g = 980.6199 gals.).
 EU0076
 EU0076.The modeled gravity was interpolated from observed gravity values.
 EU0076
 EU0076;                    North         East    Units  Estimated Accuracy
 EU0076;SPC AZ W     -   429,120.      177,250.      MT  (+/- 180 meters Scaled)
 EU0076
 EU0076                          SUPERSEDED SURVEY CONTROL
 EU0076
 EU0076  NGVD 29 (??/??/??)  563.131  (m)         1847.54   (f) ADJUSTED    1 2
 EU0076
 EU0076.Superseded values are not recommended for survey control.
 EU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0076.See file dsdata.txt to determine how the superseded data were derived.
 EU0076
 EU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609622(NAD 83)
 EU0076_MARKER: DZ = AZIMUTH MARK DISK
 EU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0076_STAMPING: GLOFF 1945
 EU0076_MARK LOGO: CGS   
 EU0076_PROJECTION: PROJECTING 20 CENTIMETERS
 EU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0076+STABILITY: SURFACE MOTION
 EU0076
 EU0076  HISTORY     - Date     Condition        Report By
 EU0076  HISTORY     - 1945     MONUMENTED       CGS
 EU0076  HISTORY     - 1961     GOOD             NGS
 EU0076  HISTORY     - 1981     GOOD             NGS
 EU0076
 EU0076                          STATION DESCRIPTION
 EU0076
 EU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0076'0.6 MI SE FROM YUCCA.
 EU0076'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0076'THENCE 0.10 MILES SOUTH ALONG U.S. HIGHWAY 66, THENCE 0.15 MILES
 EU0076'SOUTHEAST ALONG AN OLD ABANDONED YUCCA SIGNAL ROAD TO THE FENCE,
 EU0076'THENCE ABOUT 70 YARDS SOUTHEAST FROM THE FENCE ALONG THE ABANDONED
 EU0076'YUCCA SIGNAL ROAD, 39 FEET NORTH EAST OF THE CENTER OF THE
 EU0076'ABANDONED ROAD, 17 FEET SOUTHWEST OF THE CENTER OF A SAND ROAD,
 EU0076'1.6 FEET EAST OF A METAL WITNESS POST, 17 FEET NORTHEAST OF A
 EU0076'WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD
 EU0076'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EU0076
 EU0076                          STATION RECOVERY (1981)
 EU0076
 EU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0076'IN YUCCA, 0.5 KM (0.3 MI) NORTH ALONG FRONTAGE ROAD FROM THE JUNCTION
 EU0076'OF ALAMO ROAD AND INTERSTATE HIGHWAY 40, THENCE 0.2 KM (0.1 MI)
 EU0076'CROSS-COUNTRY, ALSO 0.4 KM (0.25 MI) SOUTHEAST OF THE EAST END OF A
 EU0076'CONCRETE FOOT BRIDGE OVER INTERSTATE 40, 54.9 METERS (180 FT) EAST OF
 EU0076'A BARBED WIRE FENCE, 62.2 METERS (204 FT) WEST OF A CHAIN LINK FENCE,
 EU0076'11.9 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF AN ABANDONED DIRT
 EU0076'ROAD.
 EU0076'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EU0076'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0079 ***********************************************************************
 EU0079  DESIGNATION -  GLOFF RM 1
 EU0079  PID         -  EU0079
 EU0079  STATE/COUNTY-  AZ/MOHAVE
 EU0079  USGS QUAD   -  YUCCA (1970)
 EU0079
 EU0079                         *CURRENT SURVEY CONTROL
 EU0079  ___________________________________________________________________
 EU0079* NAD 83(1986)-  34 51 55.     (N)    114 08 22.     (W)     SCALED    
 EU0079* NAVD 88     -       571.87   (+/-2cm)    1876.2    (feet)  VERTCON   
 EU0079  ___________________________________________________________________
 EU0079  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0079
 EU0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0079
 EU0079.The horizontal coordinates were scaled from a topographic map and have
 EU0079.an estimated accuracy of +/- 6 seconds.
 EU0079
 EU0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0079.The vertical order pertains to the NGVD 29 superseded value.
 EU0079
 EU0079.The geoid height was determined by GEOID03.
 EU0079
 EU0079;                    North         East    Units  Estimated Accuracy
 EU0079;SPC AZ W     -   428,710.      177,750.      MT  (+/- 180 meters Scaled)
 EU0079
 EU0079                          SUPERSEDED SURVEY CONTROL
 EU0079
 EU0079  NGVD 29 (??/??/??)  571.145  (m)         1873.83   (f) ADJUSTED    2 0
 EU0079
 EU0079.Superseded values are not recommended for survey control.
 EU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0079.See file dsdata.txt to determine how the superseded data were derived.
 EU0079
 EU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614618(NAD 83)
 EU0079_MARKER: DR = REFERENCE MARK DISK
 EU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0079_STAMPING: GLOFF NO 1 1945
 EU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0079+STABILITY: SURFACE MOTION
 EU0079
 EU0079  HISTORY     - Date     Condition        Report By
 EU0079  HISTORY     - 1945     MONUMENTED       CGS
 EU0079  HISTORY     - 1961     GOOD             NGS
 EU0079
 EU0079                          STATION DESCRIPTION
 EU0079
 EU0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0079'1 MI SE FROM YUCCA.
 EU0079'TO REACH BY TRUCK GO 0.3 MILE EAST ALONG A STREET FROM THE POST
 EU0079'OFFICE IN YUCCA, THENCE 0.5 MILE NORTH ALONG U.S. HIGHWAY 66 TO
 EU0079'THE FORD PROVING GROUND GUARD GATE, THENCE ABOUT 100 YARDS
 EU0079'EAST ALONG THE MAIN ROAD, THENCE 0.25 MILE SOUTH AND SOUTHEAST
 EU0079'ALONG A SAND ROAD, THENCE 0.6 MILE SOUTH ALONG A SAND ROAD,
 EU0079'THENCE 0.35 MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD.
 EU0079'NOTE-- ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0079'YUCCA, THENCE 0.10 MILE SOUTH ALONG U.S. HIGHWAY 66, THENCE ABOUT
 EU0079'0.6 MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD NOW ABANDONED,
 EU0079'ON WHAT IS NOW THE PROPERTY OF THE FORD PROVING GROUND, AND NEAR
 EU0079'A FENCE CORNER, 59 FEET SOUTH OF THE OLD YUCCA-SIGNAL ROAD,
 EU0079'21 FEET WEST-NORTHWEST OF A FENCE, 116 FEET SOUTH OF THE FENCE
 EU0079'CORNER, 104.1 FEET SOUTHWEST OF TRIANGULATION STATION GLOFF,
 EU0079'84.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 EU0079'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 EU0079'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0727 ***********************************************************************
 EU0727  DESIGNATION -  GLOFF RM 3
 EU0727  PID         -  EU0727
 EU0727  STATE/COUNTY-  AZ/MOHAVE
 EU0727  USGS QUAD   -  YUCCA (1970)
 EU0727
 EU0727                         *CURRENT SURVEY CONTROL
 EU0727  ___________________________________________________________________
 EU0727* NAD 83(1986)-  34 51 57.     (N)    114 08 22.     (W)     SCALED    
 EU0727* NAVD 88     -       572.254  (meters)    1877.47   (feet)  ADJUSTED  
 EU0727  ___________________________________________________________________
 EU0727  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0727  DYNAMIC HT  -         571.614 (meters)    1875.37  (feet)  COMP
 EU0727  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 EU0727
 EU0727  VERT ORDER  -  FIRST     CLASS II
 EU0727
 EU0727.The horizontal coordinates were scaled from a topographic map and have
 EU0727.an estimated accuracy of +/- 6 seconds.
 EU0727
 EU0727.The orthometric height was determined by differential leveling
 EU0727.and adjusted by the National Geodetic Survey in June 1991..
 EU0727
 EU0727.The geoid height was determined by GEOID03.
 EU0727
 EU0727.The dynamic height is computed by dividing the NAVD 88
 EU0727.geopotential number by the normal gravity value computed on the
 EU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0727.degrees latitude (g = 980.6199 gals.).
 EU0727
 EU0727.The modeled gravity was interpolated from observed gravity values.
 EU0727
 EU0727;                    North         East    Units  Estimated Accuracy
 EU0727;SPC AZ W     -   428,780.      177,750.      MT  (+/- 180 meters Scaled)
 EU0727
 EU0727                          SUPERSEDED SURVEY CONTROL
 EU0727
 EU0727.No superseded survey control is available for this station.
 EU0727
 EU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614618(NAD 83)
 EU0727_MARKER: DR = REFERENCE MARK DISK
 EU0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0727_SP_SET: CONCRETE POST
 EU0727_STAMPING: GLOFF NO 3 1945 1971
 EU0727_MARK LOGO: NGS   
 EU0727_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0727+STABILITY: SURFACE MOTION
 EU0727
 EU0727  HISTORY     - Date     Condition        Report By
 EU0727  HISTORY     - 1971     MONUMENTED       NGS
 EU0727  HISTORY     - 1981     GOOD             NGS
 EU0727
 EU0727                          STATION DESCRIPTION
 EU0727
 EU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0727'IN YUCCA.
 EU0727'IN YUCCA, 1.85 KM (1.15 MI) SOUTHEAST ALONG A DIRT ROAD PARALLELING A
 EU0727'CHAIN LINK FENCE AROUND THE FORD AUTOMOTIVE PROVING GROUNDS FROM THE
 EU0727'MAIN ENTRANCE, 29.9 METERS (98.0 FT) SOUTHEAST OF A CORNER IN THE
 EU0727'FENCE, 28.5 METERS (93.5 FT) EAST OF THE FENCE LINE, 22.1 METERS (72.5
 EU0727'FT) EAST OF THE CENTERLINE OF THE DIRT ROAD, 13.7 METERS (45.0 FT)
 EU0727'NORTH OF THE CENTERLINE OF A WASH, 9.4 METERS (30.9 FT) EAST OF THE
 EU0727'TRIANGULATION STATION.
 EU0727'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0657 ***********************************************************************
 FS0657  DESIGNATION -  GLOW
 FS0657  PID         -  FS0657
 FS0657  STATE/COUNTY-  AZ/MOHAVE
 FS0657  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0657
 FS0657                         *CURRENT SURVEY CONTROL
 FS0657  ___________________________________________________________________
 FS0657* NAD 83(1992)-  35 28 30.99333(N)    114 36 56.94920(W)     ADJUSTED  
 FS0657* NAVD 88     -       291.704  (meters)     957.03   (feet)  POSTED    
 FS0657  ___________________________________________________________________
 FS0657  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 FS0657  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0657  DYNAMIC HT  -         291.410 (meters)     956.07  (feet)  COMP
 FS0657  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 FS0657
 FS0657  HORZ ORDER  -  FIRST
 FS0657  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0657
 FS0657.The horizontal coordinates were established by classical geodetic methods
 FS0657.and adjusted by the National Geodetic Survey in August 1993..
 FS0657
 FS0657.The orthometric height was determined by differential leveling
 FS0657.and adjusted by the National Geodetic Survey in 1992..
 FS0657.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0657.rate of 3.1 thru 4.0 mm/km.
 FS0657
 FS0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0657
 FS0657.The geoid height was determined by GEOID03.
 FS0657
 FS0657.The dynamic height is computed by dividing the NAVD 88
 FS0657.geopotential number by the normal gravity value computed on the
 FS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0657.degrees latitude (g = 980.6199 gals.).
 FS0657
 FS0657.The modeled gravity was interpolated from observed gravity values.
 FS0657
 FS0657;                    North         East     Units Scale Factor Converg.
 FS0657;SPC AZ W     -   496,659.509   134,784.938   MT  1.00000939   -0 30 09.0
 FS0657;SPC AZ W     - 1,629,460.33    442,207.80   iFT  1.00000939   -0 30 09.0
 FS0657;SPC NV E     - 8,080,886.233   287,801.450   MT  0.99999497   +0 33 41.5
 FS0657;SPC NV E     -26,512,040.92    944,228.59   sFT  0.99999497   +0 33 41.5
 FS0657;UTM  11      - 3,928,364.268   716,315.532   MT  1.00017667   +1 23 03.1
 FS0657
 FS0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0657!SPC AZ W     -   0.99995882  x   1.00000939  =   0.99996821
 FS0657!SPC NV E     -   0.99995882  x   0.99999497  =   0.99995379
 FS0657!UTM  11      -   0.99995882  x   1.00017667  =   1.00013548
 FS0657
 FS0657|---------------------------------------------------------------------|
 FS0657| PID    Reference Object                     Distance      Geod. Az  |
 FS0657|                                                           dddmmss.s |
 FS0657| FS0658 T29S R22W SECS 10 15 1/4 COR         11.918 METERS 16459     |
 FS0657| FS0659 GLOW RM 1                            10.642 METERS 24846     |
 FS0657| FS1170 MOUNT DAVIS                         APPROX. 7.0 KM 3495458.5 |
 FS0657|---------------------------------------------------------------------|
 FS0657
 FS0657                          SUPERSEDED SURVEY CONTROL
 FS0657
 FS0657  NAD 83(1986)-  35 28 30.99320(N)    114 36 56.93936(W) AD(       ) 1
 FS0657  NAD 27      -  35 28 31.01600(N)    114 36 54.04900(W) AD(       ) 1
 FS0657  NGVD 29 (??/??/92)  290.996  (m)          954.71   (f) ADJ UNCH    1 2
 FS0657
 FS0657.Superseded values are not recommended for survey control.
 FS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0657.See file dsdata.txt to determine how the superseded data were derived.
 FS0657
 FS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1631628364(NAD 83)
 FS0657_MARKER: DS = TRIANGULATION STATION DISK
 FS0657_SETTING: 80 = SET IN A BOULDER
 FS0657_SP_SET: BOULDER
 FS0657_STAMPING: GLOW 1934
 FS0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0657+STABILITY: SURFACE MOTION
 FS0657
 FS0657  HISTORY     - Date     Condition        Report By
 FS0657  HISTORY     - 1934     MONUMENTED       CGS
 FS0657  HISTORY     - 1941     GOOD             CGS
 FS0657  HISTORY     - 1950     GOOD             NGS
 FS0657
 FS0657                          STATION DESCRIPTION
 FS0657
 FS0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS0657'STATION IS ON TOP OF SMALL KNOLL ABOUT 120 FEET N OF THE
 FS0657'SEARCHLIGHT FERRY ROAD.  KNOLL IS 4.9 MILES BY ROAD E OF
 FS0657'SEARCHLIGHT FERRY.  STATION IS 11.918 METERS N OF GENERAL
 FS0657'LAND OFFICE 1/4 CORNER SEC. MARK MARKING S10 S15 T 29 S,
 FS0657'R 22 W, NEAR GILA AND SALT RIVERS.
 FS0657'
 FS0657'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 FS0657'HOLE IN A BOULDER.
 FS0657'
 FS0657'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 FS0657'DRILL HOLE IN OUTCROPPING BEDROCK.
 FS0657'
 FS0657'U.S.C. AND G.S. BENCH MARK R-52 IS 200 YARDS E OF THE S SIDE
 FS0657'OF ROAD AND WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 FS0657'DISK SET IN CONCRETE.
 FS0657'
 FS0657'REACH FROM SEARCHLIGHT FERRY BY GOING E ON THE ROAD TO CHLORIDE
 FS0657'4.9 MILES TO THE KNOLL ON THE N OF THE ROAD.  THE GENERAL
 FS0657'LAND OFFICE PIPE CAN BE SEEN FROM THE ROAD AT THIS POINT.
 FS0657
 FS0657                          STATION RECOVERY (1941)
 FS0657
 FS0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 FS0657'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FS0657'PARTY DID NOT HAVE A COPY OF THE ORIGINAL DESCRIPTION AT THE
 FS0657'TIME OF RECOVERY.
 FS0657'
 FS0657'STATION IS A STANDARD DISK SET IN TOP OF SMALL BOULDER,
 FS0657'HORIZONTALLY.  IT IS ON THE RIGHT-OF-WAY OF ROAD TO AERIAL
 FS0657'FERRY.  ON TOP OF A NARROW GRAVEL RIDGE ABOUT 500 FEET LONG.
 FS0657'ABOUT 200 FEET EAST OF THE WEST END OF THE RIDGE.  175 FEET
 FS0657'NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 4 FEET WEST OF
 FS0657'A 4 X 4 INCH WHITE WOODEN POST PROJECTING ABOUT 2 FEET.
 FS0657'
 FS0657'R.M. NO. 1 IS A STANDARD DISK SET HORIZONTALLY IN TOP OF A
 FS0657'ROCK OUTCROP.  IT IS 36 FEET WEST OF THE STATION AND ABOUT
 FS0657'55 YARDS NORTH OF THE CENTER LINE OF THE ROAD.
 FS0657'
 FS0657'TO REACH FROM CHLORIDE, ARIZONA GO SOUTHWESTERLY ON ARIZONA
 FS0657'STATE HIGHWAY 62 FOR 3.6 MILES TO U.S. HIGHWAY 93.  TURN
 FS0657'RIGHT, NORTHERLY AND CONTINUE ON U.S. HIGHWAY 93 FOR 9.0
 FS0657'MILES TO INTERSECTION OF HIGHWAY WITH ROAD TO AERIAL FERRY.
 FS0657'THENCE CONTINUE ON ROAD TO AERIAL FERRY FOR 18.4 MILES TO
 FS0657'STATION SITE.
 FS0657
 FS0657                          STATION RECOVERY (1950)
 FS0657
 FS0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0657'25.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0657'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0657'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.9 MILES WEST
 FS0657'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ON TOP
 FS0657'OF THE APPROXIMATE CENTER OF AND ABOUT 94 YARDS NORTHEAST OF THE
 FS0657'SOUTHWEST END OF A PROMINENT GRAVEL RIDGE ABOUT 250 YARDS LONG,
 FS0657'IN THE TOP OF A SMALL BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND,
 FS0657'168 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 FS0657'WEST OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0659 ***********************************************************************
 FS0659  DESIGNATION -  GLOW RM 1
 FS0659  PID         -  FS0659
 FS0659  STATE/COUNTY-  AZ/MOHAVE
 FS0659  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0659
 FS0659                         *CURRENT SURVEY CONTROL
 FS0659  ___________________________________________________________________
 FS0659* NAD 83(1986)-  35 28 31.     (N)    114 36 57.     (W)     SCALED    
 FS0659* NAVD 88     -       291.089  (meters)     955.01   (feet)  POSTED    
 FS0659  ___________________________________________________________________
 FS0659  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0659  DYNAMIC HT  -         290.800 (meters)     954.07  (feet)  COMP
 FS0659  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 FS0659
 FS0659  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0659
 FS0659.The horizontal coordinates were scaled from a topographic map and have
 FS0659.an estimated accuracy of +/- 6 seconds.
 FS0659
 FS0659.The orthometric height was determined by differential leveling
 FS0659.and adjusted by the National Geodetic Survey in 1992..
 FS0659.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0659.rate of 2.1 thru 3.0 mm/km.
 FS0659
 FS0659.The geoid height was determined by GEOID03.
 FS0659
 FS0659.The dynamic height is computed by dividing the NAVD 88
 FS0659.geopotential number by the normal gravity value computed on the
 FS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0659.degrees latitude (g = 980.6199 gals.).
 FS0659
 FS0659.The modeled gravity was interpolated from observed gravity values.
 FS0659
 FS0659;                    North         East    Units  Estimated Accuracy
 FS0659;SPC AZ W     -   496,660.      134,780.      MT  (+/- 180 meters Scaled)
 FS0659
 FS0659                          SUPERSEDED SURVEY CONTROL
 FS0659
 FS0659  NGVD 29 (??/??/92)  290.380  (m)          952.69   (f) ADJ UNCH    1 2
 FS0659
 FS0659.Superseded values are not recommended for survey control.
 FS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0659.See file dsdata.txt to determine how the superseded data were derived.
 FS0659
 FS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV163283(NAD 83)
 FS0659_MARKER: DR = REFERENCE MARK DISK
 FS0659_SETTING: 80 = SET IN A BOULDER
 FS0659_SP_SET: BOULDER
 FS0659_STAMPING: GLOW NO 1 1934
 FS0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0659+STABILITY: SURFACE MOTION
 FS0659
 FS0659  HISTORY     - Date     Condition        Report By
 FS0659  HISTORY     - 1934     MONUMENTED       CGS
 FS0659  HISTORY     - 1950     GOOD             NGS
 FS0659
 FS0659                          STATION DESCRIPTION
 FS0659
 FS0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0659'25.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0659'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0659'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.9 MILES WEST
 FS0659'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ON
 FS0659'THE TOP OF THE APPROXIMATE CENTER OF AND ABOUT 82 YARDS NORTHEAST
 FS0659'OF THE SOUTHWEST END OF A PROMINENT GRAVEL RIDGE ABOUT 250 YARDS
 FS0659'LONG, IN THE TOP OF A SMALL BOULDER FLUSH WITH THE GROUND, 170
 FS0659'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 34.9 FEET SOUTHWEST
 FS0659'OF TRIANGULATION-STATION GLOW, AND ABOUT 12 FEET HIGHER THAN THE
 FS0659'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1753 ***********************************************************************
 CZ1753  DESIGNATION -  GOAT
 CZ1753  PID         -  CZ1753
 CZ1753  STATE/COUNTY-  AZ/GRAHAM
 CZ1753  USGS QUAD   -  BUFORD HILL (1972)
 CZ1753
 CZ1753                         *CURRENT SURVEY CONTROL
 CZ1753  ___________________________________________________________________
 CZ1753* NAD 83(1992)-  32 51 21.71166(N)    110 09 55.61515(W)     ADJUSTED  
 CZ1753* NAVD 88     -      2027.1    (meters)    6651.     (feet)  VERTCON   
 CZ1753  ___________________________________________________________________
 CZ1753  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CZ1753  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CZ1753
 CZ1753  HORZ ORDER  -  FIRST
 CZ1753
 CZ1753.The horizontal coordinates were established by classical geodetic methods
 CZ1753.and adjusted by the National Geodetic Survey in August 1993..
 CZ1753
 CZ1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1753
 CZ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1753
 CZ1753.The geoid height was determined by GEOID03.
 CZ1753
 CZ1753;                    North         East     Units Scale Factor Converg.
 CZ1753;SPC AZ E     -   205,786.522   213,474.000   MT  0.99990000   +0 00 02.4
 CZ1753;SPC AZ E     -   675,152.63    700,374.02   iFT  0.99990000   +0 00 02.4
 CZ1753;UTM  12      - 3,635,635.263   578,087.823   MT  0.99967519   +0 27 10.1
 CZ1753
 CZ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1753!SPC AZ E     -   0.99968604  x   0.99990000  =   0.99958607
 CZ1753!UTM  12      -   0.99968604  x   0.99967519  =   0.99936133
 CZ1753
 CZ1753:                Primary Azimuth Mark                     Grid Az
 CZ1753:SPC AZ E     -  VS 7 4430                                110 07 32.8
 CZ1753:UTM  12      -  VS 7 4430                                109 40 25.1
 CZ1753
 CZ1753|---------------------------------------------------------------------|
 CZ1753| PID    Reference Object                     Distance      Geod. Az  |
 CZ1753|                                                           dddmmss.s |
 CZ1753| CC6587 VS 7 4430                                          1100735.2 |
 CZ1753| CC6588 GOAT RM 1                             4.615 METERS 19207     |
 CZ1753| CC6589 GOAT RM 2                             3.498 METERS 29052     |
 CZ1753|---------------------------------------------------------------------|
 CZ1753
 CZ1753                          SUPERSEDED SURVEY CONTROL
 CZ1753
 CZ1753  NAD 83(1986)-  32 51 21.70791(N)    110 09 55.61441(W) AD(       ) 1
 CZ1753  NAD 27      -  32 51 21.47400(N)    110 09 53.31100(W) AD(       ) 1
 CZ1753  NGVD 29 (07/19/86) 2026.3    (m)         6648.     (f) VERT ANG       
 CZ1753
 CZ1753.Superseded values are not recommended for survey control.
 CZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1753.See file dsdata.txt to determine how the superseded data were derived.
 CZ1753
 CZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7808835635(NAD 83)
 CZ1753_MARKER: DS = TRIANGULATION STATION DISK
 CZ1753_SETTING: 80 = SET IN A BOULDER
 CZ1753_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1753
 CZ1753  HISTORY     - Date     Condition        Report By
 CZ1753  HISTORY     - 1946     MONUMENTED       CGS
 CZ1753
 CZ1753                          STATION DESCRIPTION
 CZ1753
 CZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1753'THE STATION IS ABOUT 10 MILES E OF KLONDYKE BY AIRLINE, 20
 CZ1753'MILES W OF PIMA BY AIRLINE, AND ON THE MOST SE OF THE PEAKS
 CZ1753'COMPRISING THE SANTA TERESA MOUNTAINS.
 CZ1753'
 CZ1753'TO REACH FROM THE PUBLIC GRADE SCHOOL IN PIMA, GO W ON U.S.
 CZ1753'HIGHWAY 70 FOR 6.3 MILES TO A GRADED ROAD LEFT AND A SIGN
 CZ1753'ON THE LEFT READING FT GRANT.  HERE TAKE THE LEFT FORK AND GO
 CZ1753'15.4 MILES TO A DIM TRACK ROAD TO THE RIGHT AND THE AZIMUTH
 CZ1753'MARK WITNESS POST ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3
 CZ1753'MILE TO AN OLD FENCE LINE.  FOLLOW THE FENCE LINE AND GO 1
 CZ1753'MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO W AROUND THE
 CZ1753'BASE OF THE MOUNTAIN FOR 0.8 MILE.  HERE TURN RIGHT OR NW AND
 CZ1753'GO CROSS COUNTRY FOR 0.4 MILE TO THE END OF TRUCK TRAVEL IN
 CZ1753'A WASH.  FROM HERE PACK NW ABOUT 200 YARDS UP THE WASH AND
 CZ1753'THEN GO RIGHT UP ONTO THE RIDGE.  CONTINUE NW UP THE RIDGE
 CZ1753'ABOUT 1-1/2 MILES TO THE HIGHEST POINT AND THE STATION.
 CZ1753'
 CZ1753'THE STATION IS A BRONZE STATION DISK, STAMPED GOAT 1946, AND
 CZ1753'SET IN A BOULDER 15 FEET IN DIAMETER PROJECTING 12 FEET.  IT IS
 CZ1753'ABOUT 50 YARDS SE OF THE HIGHEST POINT OF THE MOUNTAIN.
 CZ1753'
 CZ1753'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GOAT NO
 CZ1753'1 1946, AND SET IN A BOULDER PROJECTING 12 FEET.  IT IS ABOUT
 CZ1753'4-1/2 FEET LOWER THAN THE STATION AND THE MARK IS SSW OF THE
 CZ1753'STATION.
 CZ1753'
 CZ1753'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GOAT
 CZ1753'NO 2 1946, AND SET IN A BOULDER PROJECTING 10 FEET.  IT IS ABOUT
 CZ1753'2-1/2 FEET HIGHER THAN THE STATION AND THE MARK IS WNW OF THE
 CZ1753'STATION.
 CZ1753'
 CZ1753'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH-MARK DISK, STAMPED
 CZ1753'VS 7 4430 1936, AND SET IN A BURIED PIECE OF CONCRETE PROJECTING
 CZ1753'1 INCH.  IT IS 2.4 FEET S OF THE WITNESS POST, 47-1/2 FEET
 CZ1753'WNW OF THE CENTER OF THE PIMA-FT. GRANT ROAD, AND 2 MILES ESE
 CZ1753'OF THE STATION.
 CZ1753'
 CZ1753'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0490 ***********************************************************************
 GP0490  DESIGNATION -  GOAT
 GP0490  PID         -  GP0490
 GP0490  STATE/COUNTY-  AZ/COCONINO
 GP0490  USGS QUAD   -  BODAWAY MESA (1988)
 GP0490
 GP0490                         *CURRENT SURVEY CONTROL
 GP0490  ___________________________________________________________________
 GP0490* NAD 83(1992)-  36 20 43.69515(N)    111 30 07.59775(W)     ADJUSTED  
 GP0490* NAVD 88     -      1731.4    (meters)    5680.     (feet)  VERTCON   
 GP0490  ___________________________________________________________________
 GP0490  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GP0490  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0490
 GP0490  HORZ ORDER  -  SECOND
 GP0490
 GP0490.The horizontal coordinates were established by classical geodetic methods
 GP0490.and adjusted by the National Geodetic Survey in August 1993..
 GP0490
 GP0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0490
 GP0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0490
 GP0490.The geoid height was determined by GEOID03.
 GP0490
 GP0490;                    North         East     Units Scale Factor Converg.
 GP0490;SPC AZ C     -   592,923.049   250,570.585   MT  0.99991705   +0 14 44.5
 GP0490;SPC AZ C     - 1,945,285.59    822,081.97   iFT  0.99991705   +0 14 44.5
 GP0490;UTM  12      - 4,022,384.336   454,944.003   MT  0.99962501   -0 17 51.3
 GP0490
 GP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0490!SPC AZ C     -   0.99973194  x   0.99991705  =   0.99964901
 GP0490!UTM  12      -   0.99973194  x   0.99962501  =   0.99935705
 GP0490
 GP0490|---------------------------------------------------------------------|
 GP0490| PID    Reference Object                     Distance      Geod. Az  |
 GP0490|                                                           dddmmss.s |
 GP0490| CR7969 GOAT RM 1                            11.064 METERS 01032     |
 GP0490| CR7970 GOAT RM 2                             7.261 METERS 16002     |
 GP0490| GP0512 WATER                               APPROX. 1.7 KM 3420226.0 |
 GP0490|---------------------------------------------------------------------|
 GP0490
 GP0490                          SUPERSEDED SURVEY CONTROL
 GP0490
 GP0490  NAD 83(1986)-  36 20 43.69532(N)    111 30 07.59582(W) AD(       ) 2
 GP0490  NGVD 29 (07/12/88) 1730.4    (m)         5677.     (f) VERT ANG       
 GP0490
 GP0490.Superseded values are not recommended for survey control.
 GP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0490.See file dsdata.txt to determine how the superseded data were derived.
 GP0490
 GP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5494422384(NAD 83)
 GP0490_MARKER: DS = TRIANGULATION STATION DISK
 GP0490_SETTING: 66 = SET IN ROCK OUTCROP
 GP0490_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0490+STABILITY: POSITION/ELEVATION WELL
 GP0490
 GP0490  HISTORY     - Date     Condition        Report By
 GP0490  HISTORY     - 1983     MONUMENTED       AZDT
 GP0490
 GP0490                          STATION DESCRIPTION
 GP0490
 GP0490'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0490'THE STATION IS LOCATED 33 MILES NORTH OF CAMERON 3-1/2 MILES SOUTH OF
 GP0490'CEDAR RIDGE TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0490'
 GP0490'THE STATION MARK IS AN AZDT DISK STAMPED---GOAT 1983---.  IT IS SET IN
 GP0490'A DRILL HOLE IN SANDSTONE 62 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GP0490'89 AND 9.5 FEET SOUTHEAST OF THE WITNESS POST.
 GP0490'
 GP0490'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GOAT RM 1 1983---.  IT IS
 GP0490'SET IN A DRILL HOLE IN SANDSTONE.
 GP0490'
 GP0490'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GOAT RM 2 1983---.  IT IS
 GP0490'SET IN A DRILL HOLE IN SANDSTONE.
 GP0490'
 GP0490'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0490'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0490'WEST FOR 1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT AND TRAVEL SOUTH FOR
 GP0490'24.5 MILES TO THE JUNCTION OF U.S 89 ALT.  TURN LEFT AND CONTINUE
 GP0490'SOUTH FOR 18.75 MILES TO THE CEDAR RIDGE TRADING POST, CONTINUE SOUTH
 GP0490'FOR 3.55 MILES TO THE STATION ON THE LEFT AT MILE POST 501.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1166 ***********************************************************************
 CY1166  DESIGNATION -  GOLD
 CY1166  PID         -  CY1166
 CY1166  STATE/COUNTY-  AZ/GRAHAM
 CY1166  USGS QUAD   -  RYAN DRAW (1974)
 CY1166
 CY1166                         *CURRENT SURVEY CONTROL
 CY1166  ___________________________________________________________________
 CY1166* NAD 83(1992)-  32 28 06.16221(N)    109 28 40.31819(W)     ADJUSTED  
 CY1166* NAVD 88     -      1082.0    (meters)    3550.     (feet)  VERTCON   
 CY1166  ___________________________________________________________________
 CY1166  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CY1166  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY1166
 CY1166  HORZ ORDER  -  FIRST
 CY1166
 CY1166.The horizontal coordinates were established by classical geodetic methods
 CY1166.and adjusted by the National Geodetic Survey in August 1993..
 CY1166
 CY1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1166
 CY1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1166
 CY1166.The geoid height was determined by GEOID03.
 CY1166
 CY1166;                    North         East     Units Scale Factor Converg.
 CY1166;SPC AZ E     -   163,009.679   278,108.071   MT  0.99995168   +0 22 11.2
 CY1166;SPC AZ E     -   534,808.66    912,428.05   iFT  0.99995168   +0 22 11.2
 CY1166;UTM  12      - 3,593,374.006   643,045.186   MT  0.99985232   +0 49 02.2
 CY1166
 CY1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1166!SPC AZ E     -   0.99983438  x   0.99995168  =   0.99978606
 CY1166!UTM  12      -   0.99983438  x   0.99985232  =   0.99968672
 CY1166
 CY1166|---------------------------------------------------------------------|
 CY1166| PID    Reference Object                     Distance      Geod. Az  |
 CY1166|                                                           dddmmss.s |
 CY1166| CC6591 GOLD RM 1                            14.069 METERS 08704     |
 CY1166| CC6592 GOLD RM 2                            12.993 METERS 17841     |
 CY1166| CC6590 GOLD AZ MK                                         2114324.5 |
 CY1166|---------------------------------------------------------------------|
 CY1166
 CY1166                          SUPERSEDED SURVEY CONTROL
 CY1166
 CY1166  NAD 83(1986)-  32 28 06.15735(N)    109 28 40.31473(W) AD(       ) 1
 CY1166  NAD 27      -  32 28 05.89800(N)    109 28 38.07200(W) AD(       ) 1
 CY1166  NGVD 29 (07/19/86) 1081.3    (m)         3548.     (f) VERT ANG       
 CY1166
 CY1166.Superseded values are not recommended for survey control.
 CY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1166.See file dsdata.txt to determine how the superseded data were derived.
 CY1166
 CY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4304593374(NAD 83)
 CY1166_MARKER: DS = TRIANGULATION STATION DISK
 CY1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1166
 CY1166  HISTORY     - Date     Condition        Report By
 CY1166  HISTORY     - 1945     MONUMENTED       CGS
 CY1166  HISTORY     - 1967     GOOD             CGS
 CY1166
 CY1166                          STATION DESCRIPTION
 CY1166
 CY1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1166'STATION IS 9-1/2 MILES (AIR LINE) N OF BOWIE, 20 MILES (AIR LINE)
 CY1166'NW OF SAN SIMON, AND 28 MILES (AIR LINE) SSE OF SAFFORD.
 CY1166'IT IS ON A LOW SANDY HILL ABOUT 3 MILES E OF THE TRACKS OF
 CY1166'THE GLOBE DIVISION OF THE SOUTHERN PACIFIC CO. RAILROAD, ABOUT
 CY1166'2-1/2 MILES N OF THE GRAHAM-COCHISE COUNTY LINE, AND ABOUT
 CY1166'1/2 MILE SE OF GOLD WASH.
 CY1166'
 CY1166'TO REACH STATION FROM THE POST OFFICE IN BOWIE, GO N ACROSS
 CY1166'THE TRACKS ON THE MAIN TRAVELED ROAD, WHICH IS BLADED, FOR
 CY1166'0.5 MILE TO A FORK.  HERE TAKE THE RIGHT FORK, A WASHED OUT
 CY1166'BLADED ROAD, FOR 1.0 MILE TO A GATE.  CONTINUE STRAIGHT AHEAD
 CY1166'FOR 1.8 MILES TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 3.4
 CY1166'MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 1.6
 CY1166'MILES TO A THREE WAY FORK.  HERE TAKE THE RIGHT HAND FORK OF
 CY1166'THE THREE AND GO 1.0 MILE TO THE AZIMUTH MARK WITNESS POST
 CY1166'ABOUT 120 PACES TO THE LEFT OR W.  CONTINUE 0.3 MILE TO THE
 CY1166'TOP OF A LOW RIDGE.  HERE TURN RIGHT AND GO SE CROSS
 CY1166'COUNTRY FOR 0.1 MILE TO THE WITNESS POST AND THE
 CY1166'STATION.
 CY1166'
 CY1166'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1166'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD 1945.  IT IS 11-1/2 FEET NE OF THE WITNESS
 CY1166'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY1166'CONCRETE.
 CY1166'
 CY1166'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1166'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD NO 1 1945.  IT IS E OF THE STATION AND ABOUT 4
 CY1166'INCHES LOWER.
 CY1166'
 CY1166'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1166'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD NO 2 1945.  IT IS S OF THE STATION AND AT ABOUT
 CY1166'THE SAME LEVEL.
 CY1166'
 CY1166'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY1166'POST, PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS
 CY1166'STAMPED GOLD 1945.  THE MARK IS SW OF THE STATION, 8-1/2
 CY1166'FEET SE OF THE WITNESS POST, AND 125 YARDS W OF THE TRACK ROAD
 CY1166'TO THE STATION.
 CY1166'
 CY1166'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1166
 CY1166                          STATION RECOVERY (1967)
 CY1166
 CY1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY1166'TO REACH THE STATION FROM THE FLASHING CAUTION LIGHT ON
 CY1166'HWY 86 IN BOWIE, GO NORTH FOR .2 MI TO RAILROAD TRACKS RUNNING
 CY1166'EAST-WEST.  CONTINUE NORTH ALONG THE MAIN TRAVELED ROAD FOR 1.85
 CY1166'MI. TO A CATTLE GUARD AND ROAD RIGHT.  CONTINUE NORTH FOR
 CY1166'5.15 MI. TO A CATTLE GUARD AND BENCH MARK 1KK, 1963, 3643.
 CY1166'ON THE RIGHT.  CROSS CATTLE GUARD AND CONTINUE NORTH FOR
 CY1166'1.95 MI. TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR
 CY1166'.2 MI. TO THE TOP OF A RIDGE LINE.  FROM HERE, PACK APPROX.
 CY1166'500 YDS S.E. TO THE STATION.  STATION AND REFERENCE MARKS
 CY1166'FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT SEARCHED
 CY1166'FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0856 ***********************************************************************
 ES0856  DESIGNATION -  GOLD
 ES0856  PID         -  ES0856
 ES0856  STATE/COUNTY-  AZ/GILA
 ES0856  USGS QUAD   -  GISELA (1972)
 ES0856
 ES0856                         *CURRENT SURVEY CONTROL
 ES0856  ___________________________________________________________________
 ES0856* NAD 83(1992)-  34 00 21.07371(N)    111 21 21.50464(W)     ADJUSTED  
 ES0856* NAVD 88     -      1096.5    (meters)    3597.     (feet)  VERTCON   
 ES0856  ___________________________________________________________________
 ES0856  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ES0856  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 ES0856
 ES0856  HORZ ORDER  -  SECOND
 ES0856
 ES0856.The horizontal coordinates were established by classical geodetic methods
 ES0856.and adjusted by the National Geodetic Survey in August 1993..
 ES0856
 ES0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0856
 ES0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0856
 ES0856.The geoid height was determined by GEOID03.
 ES0856
 ES0856;                    North         East     Units Scale Factor Converg.
 ES0856;SPC AZ E     -   333,940.837   103,501.687   MT  1.00004873   -0 39 54.8
 ES0856;SPC AZ E     - 1,095,606.42    339,572.46   iFT  1.00004873   -0 39 54.8
 ES0856;UTM  12      - 3,762,862.146   467,128.793   MT  0.99961332   -0 11 56.7
 ES0856
 ES0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0856!SPC AZ E     -   0.99983210  x   1.00004873  =   0.99988082
 ES0856!UTM  12      -   0.99983210  x   0.99961332  =   0.99944548
 ES0856
 ES0856:                Primary Azimuth Mark                     Grid Az
 ES0856:SPC AZ E     -  OX BOW                                   005 27 44.7
 ES0856:UTM  12      -  OX BOW                                   004 59 46.6
 ES0856
 ES0856|---------------------------------------------------------------------|
 ES0856| PID    Reference Object                     Distance      Geod. Az  |
 ES0856|                                                           dddmmss.s |
 ES0856| ES0871 OX BOW                              APPROX.18.1 KM 0044749.9 |
 ES0856| DZ1290 GOLD RM 1                            11.391 METERS 11446     |
 ES0856| DZ1291 GOLD RM 2                            12.025 METERS 12757     |
 ES0856|---------------------------------------------------------------------|
 ES0856
 ES0856                          SUPERSEDED SURVEY CONTROL
 ES0856
 ES0856  NAD 83(1986)-  34 00 21.06577(N)    111 21 21.50888(W) AD(       ) 2
 ES0856  NGVD 29 (07/10/87) 1095.8    (m)         3595.     (f) VERT ANG       
 ES0856
 ES0856.Superseded values are not recommended for survey control.
 ES0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0856.See file dsdata.txt to determine how the superseded data were derived.
 ES0856
 ES0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6712962862(NAD 83)
 ES0856_MARKER: DS = TRIANGULATION STATION DISK
 ES0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0856+STABILITY: SURFACE MOTION
 ES0856
 ES0856  HISTORY     - Date     Condition        Report By
 ES0856  HISTORY     - 1981     MONUMENTED       AZDT
 ES0856
 ES0856                          STATION DESCRIPTION
 ES0856
 ES0856'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0856'THE STATION IS LOCATED 9 MILES NORTHWEST OF PUMKIN CENTER, 7 MILES
 ES0856'SOUTH OF RYE ON TOP OF A LARGE HIGHWAY CUT ALONG ARIZONA HIGHWAY 87.
 ES0856'
 ES0856'THE STATION MARK IS AN AZDT DISK STAMPED---GOLD 1981---SET IN TOP
 ES0856'OF A CONCRET MONUMENT 125 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0856'AND 5 FEET SOUTHEAST OF THE WITNESS POST AND SIGN.
 ES0856'
 ES0856'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GOLD RM 1 1981---SET
 ES0856'IN TOP OF A CONCRETE MONUMENT.
 ES0856'
 ES0856'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GOLD RM 2 1981---SET
 ES0856'IN TOP OF A CONCRETE MONUMENT.
 ES0856'
 ES0856'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST FOR
 ES0856'200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT FOR 0.6 MILE TO STATE ROUTE
 ES0856'87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR 9.65 MILES TO
 ES0856'RYE, CONTINUE SOUTH ALONG THE HIGHWAY FOR 5.2 MILES TO THE JUNCTION
 ES0856'WITH STATE ROUTE 188 ON THE LEFT.  TRAVEL SOUTH ALONG STATE ROUTE 87
 ES0856'FOR 2.4 MILES TO A LARGE HIGHWAY CUT AT A CURVE IN THE HIGHWAY,
 ES0856'CONTINUE AHEAD TO A TRAFFIC PULLOUT AREA ON THE LEFT AT THE SOUTH END
 ES0856'OF THE CUT AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK TO TOP OF
 ES0856'CUT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1020 ***********************************************************************
 FS1020  DESIGNATION -  GOLD BASIN
 FS1020  PID         -  FS1020
 FS1020  STATE/COUNTY-  AZ/MOHAVE
 FS1020  USGS QUAD   -  GOLD BASIN (1989)
 FS1020
 FS1020                         *CURRENT SURVEY CONTROL
 FS1020  ___________________________________________________________________
 FS1020* NAD 83(1992)-  35 47 11.15338(N)    114 07 55.83724(W)     ADJUSTED  
 FS1020* NAVD 88     -       874.0    (meters)    2867.     (feet)  VERTCON   
 FS1020  ___________________________________________________________________
 FS1020  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 FS1020  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS1020
 FS1020  HORZ ORDER  -  SECOND
 FS1020
 FS1020.The horizontal coordinates were established by classical geodetic methods
 FS1020.and adjusted by the National Geodetic Survey in August 1993..
 FS1020
 FS1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1020
 FS1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1020
 FS1020.The geoid height was determined by GEOID03.
 FS1020
 FS1020;                    North         East     Units Scale Factor Converg.
 FS1020;SPC AZ W     -   530,903.410   178,811.064   MT  0.99994804   -0 13 24.6
 FS1020;SPC AZ W     - 1,741,809.09    586,650.47   iFT  0.99994804   -0 13 24.6
 FS1020;UTM  11      - 3,964,056.147   759,199.670   MT  1.00042796   +1 40 40.6
 FS1020
 FS1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1020!SPC AZ W     -   0.99986716  x   0.99994804  =   0.99981521
 FS1020!UTM  11      -   0.99986716  x   1.00042796  =   1.00029506
 FS1020
 FS1020:                Primary Azimuth Mark                     Grid Az
 FS1020:SPC AZ W     -  Z 254                                    208 28 43.5
 FS1020:UTM  11      -  Z 254                                    206 34 38.3
 FS1020
 FS1020|---------------------------------------------------------------------|
 FS1020| PID    Reference Object                     Distance      Geod. Az  |
 FS1020|                                                           dddmmss.s |
 FS1020| CC5319 Z 254                                              2081518.9 |
 FS1020| FS0440 D 253                                24.026 METERS 24521     |
 FS1020| CC5320 GOLD BASIN RM 1                      15.920 METERS 35131     |
 FS1020|---------------------------------------------------------------------|
 FS1020
 FS1020                          SUPERSEDED SURVEY CONTROL
 FS1020
 FS1020  NAD 83(1986)-  35 47 11.14445(N)    114 07 55.83557(W) AD(       ) 2
 FS1020  NAD 27      -  35 47 11.16700(N)    114 07 53.00900(W) AD(       ) 2
 FS1020  NGVD 29 (07/19/86)  873.2    (m)         2865.     (f) VERT ANG       
 FS1020
 FS1020.Superseded values are not recommended for survey control.
 FS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1020.See file dsdata.txt to determine how the superseded data were derived.
 FS1020
 FS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5920064056(NAD 83)
 FS1020_MARKER: DS = TRIANGULATION STATION DISK
 FS1020_SETTING: 0 = UNSPECIFIED SETTING
 FS1020
 FS1020  HISTORY     - Date     Condition        Report By
 FS1020  HISTORY     - 1950     MONUMENTED       CGS
 FS1020  HISTORY     - 1955     GOOD             CGS
 FS1020  HISTORY     - 1965     GOOD             CGS
 FS1020  HISTORY     - 1968     MARK NOT FOUND   USGS
 FS1020  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FS1020
 FS1020                          STATION DESCRIPTION
 FS1020
 FS1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1020'THE STATION IS LOCATED IN THE VALLEY OF THE HUALPAI WASH, ABOUT
 FS1020'3 MILES SOUTHWARD FROM THE FORMER GOLD BASIN POST OFFICE AND
 FS1020'STILL OCCUPIED RANCH HOUSE.  ABOUT 3 MILES NORTHWEST OF VALLEY
 FS1020'RANCH, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF THE HUALPAI
 FS1020'WASH ROAD WITH ROAD NORTHEAST FROM U.S. HIGHWAY 93-466 TO PIERCES
 FS1020'FERRY.
 FS1020'
 FS1020'TO REACH FROM THE DEPOT IN KINGMAN GO NORTHWEST ON U.S. HIGHWAY
 FS1020'93-466 FOR 30.0 MILES TO A BLADED ROAD ON RIGHT LEADING TO
 FS1020'PIERCES FERRY.  TURN RIGHT ON FERRY ROAD AND CONTINUE 16.2 MILES
 FS1020'TO Y-INTERSECTION, KEEP STRAIGHT AHEAD, MAIN TRAVELED ROAD, 6.5
 FS1020'MILES TO CROSS ROAD INTERSECTION.  KEEP STRAIGHT AHEAD 0.05
 FS1020'MILE TO THE STATION ON THE LEFT.
 FS1020'
 FS1020'THE STATION MARK, A STANDARD DISK BRAZED INTO THE TOP OF A 2
 FS1020'INCH CAST IRON PIPE PROJECTING 6 INCHES, IS STAMPED GOLD BASIN
 FS1020'1950.  IT IS 33.0 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD.
 FS1020'
 FS1020'REFERENCE MARK NO. 1, A STANDARD DISK BRAZED INTO THE TOP OF A
 FS1020'2 INCH CAST IRON PIPE PROJECTING 6 INCHES, IS STAMPED GOLD
 FS1020'BASIN NO 1 1950.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 FS1020'MARK.
 FS1020'
 FS1020'REFERENCE MARK NO. 2, A STANDARD U.S.C. AND G.S. BENCH MARK
 FS1020'SET IN A CONCRETE POST 10 INCHES SQUARE, PROJECTING 8 INCHES,
 FS1020'IS STAMPED D 253 1940.  IT IS ABOUT THE SAME ELEVATION AS THE
 FS1020'STATION.
 FS1020'
 FS1020'THE AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BENCH MARK SET IN
 FS1020'A 10 INCH SQUARE CONCRETE POST, PROJECTING 3 INCHES, IS STAMPED
 FS1020'Z 254 1941.  IT IS 3 FEET NORTHWEST OF A WHITE WITNESS POST, 54
 FS1020'FEET SOUTHWEST OF THE CENTER OF THE BLADED ROAD, AND 0.3 MILE
 FS1020'SOUTHWEST OF THE STATION.
 FS1020
 FS1020                          STATION RECOVERY (1955)
 FS1020
 FS1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1020'RECOVERED - THE STATION, THE AZIMUTH MARK AND BOTH REFERENCE
 FS1020'MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FS1020'ADEQUATE AND CORRECT.
 FS1020
 FS1020                          STATION RECOVERY (1965)
 FS1020
 FS1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FS1020'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FS1020'IN GOOD CONDITION.
 FS1020'
 FS1020'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 FS1020'ADEQUATE.
 FS1020
 FS1020                          STATION RECOVERY (1968)
 FS1020
 FS1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FS1020'STATION DESTROYED.  THE STATION WAS DESTROYED BY ROAD WORK.
 FS1020
 FS1020                          STATION RECOVERY (1974)
 FS1020
 FS1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FS1020'ALL MARKS FOUND IN GOOD CONDITION.
 FS1020'
 FS1020'THIS STATION DESTROYED AND RESTORED BY THE USGS- AL. DISC
 FS1020'STAMPED GOLD BASIN NO. 2-1968, USGS (DISC IS APPARENTLY
 FS1020'ALUMINUM.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2124 ***********************************************************************
 DU2124  DESIGNATION -  GOLDMINE MT
 DU2124  PID         -  DU2124
 DU2124  STATE/COUNTY-  AZ/PINAL
 DU2124  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2124
 DU2124                         *CURRENT SURVEY CONTROL
 DU2124  ___________________________________________________________________
 DU2124* NAD 83(1992)-  33 11 07.30183(N)    111 37 44.99704(W)     ADJUSTED  
 DU2124* NAVD 88     -       746.5    (meters)    2449.     (feet)  VERTCON   
 DU2124  ___________________________________________________________________
 DU2124  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DU2124  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU2124
 DU2124  HORZ ORDER  -  SECOND
 DU2124
 DU2124.The horizontal coordinates were established by classical geodetic methods
 DU2124.and adjusted by the National Geodetic Survey in August 1993..
 DU2124
 DU2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2124
 DU2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2124
 DU2124.The geoid height was determined by GEOID03.
 DU2124
 DU2124;                    North         East     Units Scale Factor Converg.
 DU2124;SPC AZ C     -   242,344.038   240,168.918   MT  0.99990886   +0 09 26.5
 DU2124;SPC AZ C     -   795,091.99    787,955.77   iFT  0.99990886   +0 09 26.5
 DU2124;UTM  12      - 3,672,012.721   441,348.678   MT  0.99964241   -0 20 39.8
 DU2124
 DU2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2124!SPC AZ C     -   0.99988746  x   0.99990886  =   0.99979633
 DU2124!UTM  12      -   0.99988746  x   0.99964241  =   0.99952991
 DU2124
 DU2124|---------------------------------------------------------------------|
 DU2124| PID    Reference Object                     Distance      Geod. Az  |
 DU2124|                                                           dddmmss.s |
 DU2124| CH5237 GOLDMINE MT RM 1                      7.128 METERS 25151     |
 DU2124| CH5238 GOLDMINE MT RM 2                     10.814 METERS 32015     |
 DU2124| DU2109 DOUBLE 2                            APPROX.25.7 KM 3545546.0 |
 DU2124|---------------------------------------------------------------------|
 DU2124
 DU2124                          SUPERSEDED SURVEY CONTROL
 DU2124
 DU2124  NAD 83(1986)-  33 11 07.29589(N)    111 37 44.99945(W) AD(       ) 2
 DU2124  NAD 27      -  33 11 07.09881(N)    111 37 42.52538(W) AD(       ) 2
 DU2124  NGVD 29 (07/19/86)  746.0    (m)         2448.     (f) VERT ANG       
 DU2124
 DU2124.Superseded values are not recommended for survey control.
 DU2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2124.See file dsdata.txt to determine how the superseded data were derived.
 DU2124
 DU2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4134972013(NAD 83)
 DU2124_MARKER: DD = SURVEY DISK
 DU2124_SETTING: 66 = SET IN ROCK OUTCROP
 DU2124
 DU2124  HISTORY     - Date     Condition        Report By
 DU2124  HISTORY     - 1976     MONUMENTED       DMA
 DU2124
 DU2124                          STATION DESCRIPTION
 DU2124
 DU2124'DESCRIBED BY DEFENSE MAP AGENCY 1976 (TT)
 DU2124'THE STATION IS LOCATED ABOUT 4.1 MILES SOUTH OF QUEEN CREEK ON
 DU2124'THE HIGHEST POINT OF A MOUNTAIN PEAK AT THE EAST END OF THE RANGE.
 DU2124'
 DU2124'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK AND IS STAMPED
 DU2124'GOLDMINE MT. ARMY MAP SERVICE 1956.  THE DISK IS SET IN THE TOP
 DU2124'OF A ROCK OUTCROP WHICH PROJECTS 1.5 FEET AND IS ON THE HIGHEST
 DU2124'POINT OF MOUNTAIN PEAK.
 DU2124'
 DU2124'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2124'GOLDMINE MT RM 1 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2124'
 DU2124'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2124'GOLDMINE MT RM 2 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2124'
 DU2124'TO REACH THE STATION FROM QUEEN CREEK, GO SOUTH ON ELLSWORTH
 DU2124'RD. FOR 3.2 MILES TO JUNCTION WITH HUNT HIGHWAY, GO EAST ON
 DU2124'HUNT HIGHWAY FOR 0.5 MILE TO A ROAD SOUTH.  TURN RIGHT AND GO
 DU2124'SOUTH TO END OF ROAD AND TRUCK TRAVEL.  PACK UP DRAINAGE THEN
 DU2124'UP RIDGE SOUTHWEST, GO AROUND PEAK TO THE WEST AND TO
 DU2124'STATION.  ABOUT 1 HOUR 15 MIN. PACK.
 DU2124'
 DU2124'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0526 ***********************************************************************
 ES0526  DESIGNATION -  GOLF
 ES0526  PID         -  ES0526
 ES0526  STATE/COUNTY-  AZ/COCONINO
 ES0526  USGS QUAD   -  MUNDS PARK (1974)
 ES0526
 ES0526                         *CURRENT SURVEY CONTROL
 ES0526  ___________________________________________________________________
 ES0526* NAD 83(1992)-  34 56 03.18955(N)    111 39 03.33209(W)     ADJUSTED  
 ES0526* NAVD 88     -      2009.585  (meters)    6593.11   (feet)  ADJUSTED  
 ES0526  ___________________________________________________________________
 ES0526  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 ES0526  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0526  DYNAMIC HT  -        2006.780 (meters)    6583.91  (feet)  COMP
 ES0526  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0526
 ES0526  HORZ ORDER  -  SECOND
 ES0526  VERT ORDER  -  SECOND    CLASS 0
 ES0526
 ES0526.The horizontal coordinates were established by classical geodetic methods
 ES0526.and adjusted by the National Geodetic Survey in August 1993..
 ES0526
 ES0526.The orthometric height was determined by differential leveling
 ES0526.and adjusted by the National Geodetic Survey in June 1991..
 ES0526
 ES0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0526
 ES0526.The geoid height was determined by GEOID03.
 ES0526
 ES0526.The dynamic height is computed by dividing the NAVD 88
 ES0526.geopotential number by the normal gravity value computed on the
 ES0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0526.degrees latitude (g = 980.6199 gals.).
 ES0526
 ES0526.The modeled gravity was interpolated from observed gravity values.
 ES0526
 ES0526;                    North         East     Units Scale Factor Converg.
 ES0526;SPC AZ C     -   436,309.477   237,636.018   MT  0.99990726   +0 09 07.8
 ES0526;SPC AZ C     - 1,431,461.54    779,645.73   iFT  0.99990726   +0 09 07.8
 ES0526;UTM  12      - 3,865,941.647   440,554.024   MT  0.99964355   -0 22 21.9
 ES0526
 ES0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0526!SPC AZ C     -   0.99968836  x   0.99990726  =   0.99959565
 ES0526!UTM  12      -   0.99968836  x   0.99964355  =   0.99933202
 ES0526
 ES0526|---------------------------------------------------------------------|
 ES0526| PID    Reference Object                     Distance      Geod. Az  |
 ES0526|                                                           dddmmss.s |
 ES0526| ES0527 GOLF RM 1                            21.296 METERS 04958     |
 ES0526| CH2358 GOLF AZ MK                                         1223041.0 |
 ES0526| ES0525 GOLF RM 2                            18.416 METERS 16228     |
 ES0526|---------------------------------------------------------------------|
 ES0526
 ES0526                          SUPERSEDED SURVEY CONTROL
 ES0526
 ES0526  NAD 83(1986)-  34 56 03.18612(N)    111 39 03.33002(W) AD(       ) 2
 ES0526  NAD 27      -  34 56 03.12710(N)    111 39 00.76760(W) AD(       ) 2
 ES0526  NGVD 29 (??/??/92) 2008.649  (m)         6590.04   (f) ADJ UNCH    2 0
 ES0526
 ES0526.Superseded values are not recommended for survey control.
 ES0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0526.See file dsdata.txt to determine how the superseded data were derived.
 ES0526
 ES0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4055465942(NAD 83)
 ES0526_MARKER: DE = TRAVERSE STATION DISK
 ES0526_SETTING: 80 = SET IN A BOULDER
 ES0526_SP_SET: BOULDER
 ES0526_STAMPING: GOLF 1959
 ES0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0526+STABILITY: SURFACE MOTION
 ES0526
 ES0526  HISTORY     - Date     Condition        Report By
 ES0526  HISTORY     - 1959     MONUMENTED       CGS
 ES0526  HISTORY     - 1959     GOOD             CGS
 ES0526
 ES0526                          STATION DESCRIPTION
 ES0526
 ES0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0526'THE STATION IS IN TIMBER LAND JUST WEST OF INTERSTATE HIGHWAY
 ES0526'17 ABOUT 15 MILES SOUTH OF FLAGSTAFF, 8 MILES NORTHEAST OF
 ES0526'SEDONA AND 0.5 MILE WEST AND ACROSS THE HIGHWAY FROM THE
 ES0526'NORTHERN AIRE COUNTRY CLUB GOLF COURSE.
 ES0526'
 ES0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66,
 ES0526'89 AND 89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY
 ES0526'89A FOR 5 MILES TO A T-ROAD ON THE LEFT, EAST.  TURN LEFT AND
 ES0526'GO EAST 0.9 MILES TO INTERSTATE HIGHWAY 17.  TURN RIGHT AND
 ES0526'FOLLOW THE HIGHWAY SOUTH FOR 15 MILES TO THE SOUTH END OF A
 ES0526'ROCK CUT ON THE WEST SIDE OF THE HIGHWAY AND THE END OF TRUCK
 ES0526'TRAVEL.  PACK WEST AND NORTH UP THE SLOPE FOR ABOUT 0.1 MILE
 ES0526'TO THE STATION.
 ES0526'
 ES0526'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED GOLD 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES0526'AND IS 44.0 FEET SOUTHEAST OF A WITNESS POST.
 ES0526'
 ES0526'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLF NO 1 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES0526'AND IS 97.2 FEET EAST OF THE WITNESS POST.
 ES0526'
 ES0526'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLF NO 2 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES
 ES0526'AND IS 95.6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0526'
 ES0526'THE AZIMUTH MARK IS ON A RIM OF ROCK ON THE EAST SIDE OF
 ES0526'INTERSTATE HIGHWAY 17 AND ABOUT 0.1 MILE FROM THE HIGHWAY.
 ES0526'IT IS A STANDARD DISK, STAMPED GOLF 1959, CEMENTED IN A
 ES0526'DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.  THE MARK IS
 ES0526'67 FEET EAST OF A CLIFF OVER LOOKING THE HIGHWAY, 90 FEET
 ES0526'NORTHEAST OF A POWER LINE POLE IN THE EAST RIGHT-OF-WAY
 ES0526'FENCE AND 3.7 FEET NORTH OF A WITNESS POST.
 ES0526'
 ES0526'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL TO THE
 ES0526'STATION, CONTINUE SOUTH ON THE HIGHWAY FOR ABOUT 0.1 MILE
 ES0526'TO THE NORTH END OF A CUT BANK ON THE EAST SIDE OF THE HIGHWAY.
 ES0526'FROM HERE PACK EAST AND A LITTLE NORTH UP THE SLOPE FOR
 ES0526'ABOUT 100 YARDS TO THE MARK.
 ES0526
 ES0526                          STATION RECOVERY (1959)
 ES0526
 ES0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0526'16.0 MI S FROM FLAGSTAFF.
 ES0526'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0526'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S HIGHWAY 89A,
 ES0526'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0526'HIGHWAY 17, THENCE SOUTH 15.0 MILES ALONG INTERSTATE HIGHWAY 17 TO THE
 ES0526'SOUTH END OF A ROCK CUT THAT IS ABOUT 0.3 MILE SOUTH OF THE NORTHERN
 ES0526'AIRE COUNTRY CLUB GOLF COURSE, THENCE GO NORTH AND WEST UP THE SLOPE
 ES0526'FOR ABOUT 0.1 MILE, 44.0 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED
 ES0526'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES. NOTE-- THE MARK
 ES0526'IS WEST OF THE RIGHT-OF-WAY FENCE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0872 ***********************************************************************
 DU0872  DESIGNATION -  GOLF
 DU0872  PID         -  DU0872
 DU0872  STATE/COUNTY-  AZ/MARICOPA
 DU0872  USGS QUAD   -  TEMPE (1982)
 DU0872
 DU0872                         *CURRENT SURVEY CONTROL
 DU0872  ___________________________________________________________________
 DU0872* NAD 83(1992)-  33 27 43.29603(N)    111 57 43.87879(W)     ADJUSTED  
 DU0872* NAVD 88     -       387.815  (meters)    1272.36   (feet)  ADJUSTED  
 DU0872  ___________________________________________________________________
 DU0872  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DU0872  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0872  DYNAMIC HT  -         387.366 (meters)    1270.88  (feet)  COMP
 DU0872  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0872
 DU0872  HORZ ORDER  -  SECOND
 DU0872  VERT ORDER  -  SECOND    CLASS 0
 DU0872
 DU0872.The horizontal coordinates were established by classical geodetic methods
 DU0872.and adjusted by the National Geodetic Survey in August 1993..
 DU0872
 DU0872.The orthometric height was determined by differential leveling
 DU0872.and adjusted by the National Geodetic Survey in November 1993..
 DU0872
 DU0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0872
 DU0872.The geoid height was determined by GEOID03.
 DU0872
 DU0872.The dynamic height is computed by dividing the NAVD 88
 DU0872.geopotential number by the normal gravity value computed on the
 DU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0872.degrees latitude (g = 980.6199 gals.).
 DU0872
 DU0872.The modeled gravity was interpolated from observed gravity values.
 DU0872
 DU0872;                    North         East     Units Scale Factor Converg.
 DU0872;SPC AZ C     -   272,990.066   209,128.568   MT  0.99990022   -0 01 30.4
 DU0872;SPC AZ C     -   895,636.70    686,117.35   iFT  0.99990022   -0 01 30.4
 DU0872;UTM  12      - 3,702,923.160   410,586.092   MT  0.99969856   -0 31 50.1
 DU0872
 DU0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0872!SPC AZ C     -   0.99994378  x   0.99990022  =   0.99984401
 DU0872!UTM  12      -   0.99994378  x   0.99969856  =   0.99964236
 DU0872
 DU0872|---------------------------------------------------------------------|
 DU0872| PID    Reference Object                     Distance      Geod. Az  |
 DU0872|                                                           dddmmss.s |
 DU0872| DU0873 GOLF RM 1                            12.289 METERS 02729     |
 DU0872| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 2.0 KM 1240856.4 |
 DU0872| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.4 KM 2264702.5 |
 DU0872| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.3 KM 2334426.7 |
 DU0872| CH5041 CTR SEC E ROOSE 52 ST                              2394542.7 |
 DU0872| DU0871 GOLF RM 2                             8.020 METERS 26158     |
 DU0872| DU1737 GOLF RM 3 AZIMUTH                                  2685758.5 |
 DU0872| DU0946 GOLF AZ MK                                         2703852.7 |
 DU0872| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.4 KM 2914814.6 |
 DU0872| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 4.2 KM 2945222.7 |
 DU0872|---------------------------------------------------------------------|
 DU0872
 DU0872                          SUPERSEDED SURVEY CONTROL
 DU0872
 DU0872  NAD 83(1986)-  33 27 43.29053(N)    111 57 43.88393(W) AD(       ) 2
 DU0872  NAD 27      -  33 27 43.13250(N)    111 57 41.35690(W) AD(       ) 2
 DU0872  NGVD 29 (??/??/92)  387.151  (m)         1270.18   (f) ADJ UNCH    2 0
 DU0872
 DU0872.Superseded values are not recommended for survey control.
 DU0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0872.See file dsdata.txt to determine how the superseded data were derived.
 DU0872
 DU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1058602923(NAD 83)
 DU0872_MARKER: DE = TRAVERSE STATION DISK
 DU0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0872_STAMPING: GOLF 1963
 DU0872_MARK LOGO: CGS   
 DU0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0872+STABILITY: SURFACE MOTION
 DU0872
 DU0872  HISTORY     - Date     Condition        Report By
 DU0872  HISTORY     - 1963     MONUMENTED       CGS
 DU0872  HISTORY     - 1963     GOOD             CGS
 DU0872  HISTORY     - 1970     GOOD             NGS
 DU0872  HISTORY     - 1974     GOOD             NGS
 DU0872  HISTORY     - 1982     GOOD             AZDT
 DU0872  HISTORY     - 1984     GOOD             AZDT
 DU0872  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0872
 DU0872                          STATION DESCRIPTION
 DU0872
 DU0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0872'THE STATION IS LOCATED ABOUT 7 MILES EAST OF THE CENTER OF
 DU0872'PHOENIX, ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL ROAD ON A
 DU0872'SMALL HILL NORTHWEST OF THE NORTHWEST CORNER OF A GOLF COURSE
 DU0872'IN PAPAGO PARK.
 DU0872'
 DU0872'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0872'ROAD AND NORTH 52ND STREET, GO SOUTH ON NORTH 52ND STREET
 DU0872'FOR 0.2 MILE TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH FOR
 DU0872'0.1 MILE TO A OILED ROAD LEFT, TURN LEFT, GO NORTHEAST AND EAST ON
 DU0872'OILED ROAD FOR 0.4 MILE TO WHERE OILED ROAD TURNS RIGHT, CONTINUE
 DU0872'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON LEFT.
 DU0872'
 DU0872'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0872'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GOLF 1963.
 DU0872'THE MARK IS 104 FEET EAST-NORTHEAST OF OILED ROAD, 5.5 FEET
 DU0872'NORTH OF WITNESS POST AND FENCE AND 4 FEET WEST OF A POWER
 DU0872'POLE.
 DU0872'
 DU0872'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0872'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED
 DU0872'GOLF NO 1 1963.  THE MARK IS 45.7 FEET NORTH-NORTHEAST OF
 DU0872'WITNESS POST, 39.5 FEET NORTH-NORTHEAST OF A POWER POLE
 DU0872'AND 43 FEET NORTH OF FENCE.
 DU0872'
 DU0872'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0872'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GOLF NO
 DU0872'1 1963.  THE MARK IS 30.5 FEET WEST OF A POWER POLE, 25 FEET WEST
 DU0872'OF WITNESS POST AND 2.5 FEET NORTH OF FENCE.
 DU0872'
 DU0872'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DU0872'IN THE EAST CURB OF NORTH 52ND STREET AND STAMPED GOLF 1963.
 DU0872'THE MARK IS 23.5 FEET NORTH OF POWER POLE NUMBER 22, 23 FEET
 DU0872'EAST OF CENTER OF NORTH 52ND STREET AND 7.5 FEET WEST OF
 DU0872'FENCE.
 DU0872'
 DU0872'CENTER SECTION, A CITY OF PHOENIX SURVEY POINT LOCATED IN
 DU0872'THE INTERSECTION OF EAST ROOSEVELT STREET AND NORTH 52ND STREET,
 DU0872'IS A SMALL ROCK SET IN ASPHALT IN CENTER OF A WHITE CROSS
 DU0872'AND FOUR NAILS.  THE MARK IS 47.8 FEET NORTHWEST OF POWER
 DU0872'POLE NUMBER 115, 33.6 FEET SOUTHWEST OF STREET E. ROOSEVELT AND
 DU0872'N. 52ND AND 3.1 FEET EAST OF THE WEST EDGE OF BLACKTOP.
 DU0872'
 DU0872'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 59.58 FEET OR
 DU0872'18.162 METERS.
 DU0872
 DU0872                          STATION RECOVERY (1963)
 DU0872
 DU0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0872'IN PHOENIX.
 DU0872'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0872'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0872'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0872'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0872'17 FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET WEST OF A POWER POLE,
 DU0872'5.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DU0872'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- RM 1 IS 40.3
 DU0872'FEET NORTHEAST OF TRAVERSE STATION GOLF, 52.6 FEET NORTH OF THE CENTER
 DU0872'OF THE ROAD, 18 FEET WEST OF THE CENTER OF TRACK ROAD LEADING
 DU0872'NORTHEAST, 39.5 FEET NORTHEAST OF A POWER POLE, 45.6 FEET NORTHEAST OF
 DU0872'A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED
 DU0872'GOLF NO 1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. RM
 DU0872'2 IS 26.3 FEET WEST OF TRAVERSE STATION GOLF, 25 FEET NORTH OF THE
 DU0872'CENTER OF THE ROAD, 30.2 FEET WEST OF A POWER POLE, 2.5 FEET NORTH OF
 DU0872'A FENCE, 24.9 FEET WEST OF A METAL WITNESS POST, AND IS A C AND GS
 DU0872'REFERENCE MARK DISK STAMPED GOLF NO 2 1963, SET IN TOP OF A CONCRETE
 DU0872'POST PROJECTING 3 INCHES.
 DU0872
 DU0872                          STATION RECOVERY (1970)
 DU0872
 DU0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0872'RECOVERED IN GOOD CONDITION.
 DU0872
 DU0872                          STATION RECOVERY (1974)
 DU0872
 DU0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU0872'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU0872'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 DU0872'WHEN CURBING WAS REMOVED FOR A NEW ENTRANCE TO THE ARMORY
 DU0872'AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU0872'
 DU0872'THE STATION MARK IS A STANDARD DISK STAMPED, GOLF 1963.  IT
 DU0872'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 2 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF THE ROAD, 6
 DU0872'FEET NORTH OF WITNESS POST AND 4 FEET WEST OF POWER POLE
 DU0872'NUMBER 535.
 DU0872'
 DU0872'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GOLF NO 1 1963.
 DU0872'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 1-1/2 INCHES.  IT IS 45 FEET NORTH OF THE WITNESS POST,
 DU0872'61 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 DU0872'ELEVATION AS THE STATION.
 DU0872'
 DU0872'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GOLF NO 2 1963.
 DU0872'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 1-1/2 INCHES.  IT IS 25 FEET WEST OF THE WITNESS POST,
 DU0872'22 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 DU0872'ELEVATION AS THE STATION.
 DU0872'
 DU0872'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GOLF 1963 NO
 DU0872'3 1974.  IT IS SET IN A DRILL HOLE IN THE CURBING ALONG THE
 DU0872'WEST SIDE OF 52ND STREET.  AT AN INTERSECTION WITH A TRAFFIC
 DU0872'LIGHT.  THE CROSS STREET LEADING TO THE NATIONAL GUARD ARMORY
 DU0872'TO THE EAST AND TO A MOTEROLA PLANT WEST.  THE MARK IS IN
 DU0872'THE SOUTHWEST CORNER OF THE INTERSECTION, 6 FEET SOUTH OF A
 DU0872'CROSSWALK, 4 FEET EAST OF A FIRE HYDRANT AND IN THE SAME AREA
 DU0872'AS THE 1963 AZIMUTH MARK.
 DU0872'
 DU0872'THE ROUTE TO THE STATION REMAINS UNCHANGED.
 DU0872'
 DU0872'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0872'
 DU0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST
 DU0872'OF PHOENIX
 DU0872
 DU0872                          STATION RECOVERY (1982)
 DU0872
 DU0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0872'RECOVERED IN GOOD CONDITION.
 DU0872
 DU0872                          STATION RECOVERY (1984)
 DU0872
 DU0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU0872'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU0872'AS DESCRIBED IN 1974.  THE ROUTE TO THE STATION IS ADEQUATE.
 DU0872
 DU0872                          STATION RECOVERY (2006)
 DU0872
 DU0872'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0872'A PERIMETER WALL HAS BEEN BUILT IN THE AREA FOR THE AZNG. UNABLE TO
 DU0872'DETERMINE IF THE MARK IS INSIDE THE WALL, OR WAS DESTROYED BY IT'S
 DU0872'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0946 ***********************************************************************
 DU0946  DESIGNATION -  GOLF AZ MK
 DU0946  PID         -  DU0946
 DU0946  STATE/COUNTY-  AZ/MARICOPA
 DU0946  USGS QUAD   -  TEMPE (1982)
 DU0946
 DU0946                         *CURRENT SURVEY CONTROL
 DU0946  ___________________________________________________________________
 DU0946* NAD 83(1986)-  33 27 37.     (N)    111 58 11.     (W)     SCALED    
 DU0946* NAVD 88     -       374.47   (+/-2cm)    1228.6    (feet)  VERTCON   
 DU0946  ___________________________________________________________________
 DU0946  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0946
 DU0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0946
 DU0946.The horizontal coordinates were scaled from a topographic map and have
 DU0946.an estimated accuracy of +/- 6 seconds.
 DU0946
 DU0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0946.The vertical order pertains to the NGVD 29 superseded value.
 DU0946
 DU0946.The geoid height was determined by GEOID03.
 DU0946
 DU0946;                    North         East    Units  Estimated Accuracy
 DU0946;SPC AZ C     -   272,800.      208,430.      MT  (+/- 180 meters Scaled)
 DU0946
 DU0946                          SUPERSEDED SURVEY CONTROL
 DU0946
 DU0946  NGVD 29 (??/??/92)  373.826  (m)         1226.46   (f) ADJ UNCH    2 0
 DU0946
 DU0946.Superseded values are not recommended for survey control.
 DU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0946.See file dsdata.txt to determine how the superseded data were derived.
 DU0946
 DU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098027(NAD 83)
 DU0946_MARKER: DZ = AZIMUTH MARK DISK
 DU0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0946_SP_SET: CURB
 DU0946_STAMPING: GOLF 1963
 DU0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0946
 DU0946  HISTORY     - Date     Condition        Report By
 DU0946  HISTORY     - 1963     MONUMENTED       CGS
 DU0946  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0946
 DU0946                          STATION DESCRIPTION
 DU0946
 DU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0946'IN PHOENIX.
 DU0946'0.2 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0946'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, ACROSS
 DU0946'THE STREET FROM THE ENTRANCE TO MOTOROLA INC. 36 FEET EAST OF THE
 DU0946'CENTER OF NORTH 52ND STREET, 7 FEET WEST OF A FENCE, ABOUT 0.5 FOOT
 DU0946'ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF THE EAST CONCRETE
 DU0946'CURB OF THE STREET.
 DU0946
 DU0946                          STATION RECOVERY (2006)
 DU0946
 DU0946'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0946'52ND ST. HAS BEEN WIDENED. NEW CURBS AND SIDEWALKS WERE INSTALLED IN
 DU0946'1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0527 ***********************************************************************
 ES0527  DESIGNATION -  GOLF RM 1
 ES0527  PID         -  ES0527
 ES0527  STATE/COUNTY-  AZ/COCONINO
 ES0527  USGS QUAD   -  MUNDS PARK (1974)
 ES0527
 ES0527                         *CURRENT SURVEY CONTROL
 ES0527  ___________________________________________________________________
 ES0527* NAD 83(1986)-  34 56 03.     (N)    111 39 03.     (W)     SCALED    
 ES0527* NAVD 88     -      2008.318  (meters)    6588.96   (feet)  ADJUSTED  
 ES0527  ___________________________________________________________________
 ES0527  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0527  DYNAMIC HT  -        2005.514 (meters)    6579.76  (feet)  COMP
 ES0527  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0527
 ES0527  VERT ORDER  -  SECOND    CLASS 0
 ES0527
 ES0527.The horizontal coordinates were scaled from a topographic map and have
 ES0527.an estimated accuracy of +/- 6 seconds.
 ES0527
 ES0527.The orthometric height was determined by differential leveling
 ES0527.and adjusted by the National Geodetic Survey in June 1991..
 ES0527
 ES0527.The geoid height was determined by GEOID03.
 ES0527
 ES0527.The dynamic height is computed by dividing the NAVD 88
 ES0527.geopotential number by the normal gravity value computed on the
 ES0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0527.degrees latitude (g = 980.6199 gals.).
 ES0527
 ES0527.The modeled gravity was interpolated from observed gravity values.
 ES0527
 ES0527;                    North         East    Units  Estimated Accuracy
 ES0527;SPC AZ C     -   436,300.      237,640.      MT  (+/- 180 meters Scaled)
 ES0527
 ES0527                          SUPERSEDED SURVEY CONTROL
 ES0527
 ES0527  NGVD 29 (??/??/92) 2007.381  (m)         6585.88   (f) ADJ UNCH    2 0
 ES0527
 ES0527.Superseded values are not recommended for survey control.
 ES0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0527.See file dsdata.txt to determine how the superseded data were derived.
 ES0527
 ES0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD405659(NAD 83)
 ES0527_MARKER: DR = REFERENCE MARK DISK
 ES0527_SETTING: 80 = SET IN A BOULDER
 ES0527_SP_SET: BOULDER
 ES0527_STAMPING: GOLF NO 1 1959
 ES0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0527+STABILITY: SURFACE MOTION
 ES0527
 ES0527  HISTORY     - Date     Condition        Report By
 ES0527  HISTORY     - 1959     MONUMENTED       CGS
 ES0527
 ES0527                          STATION DESCRIPTION
 ES0527
 ES0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0527'16.0 MI S FROM GLAGSTAFF.
 ES0527'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0527'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S HIGHWAY 89A,
 ES0527'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0527'HIGHWAY 17, THENCE SOUTH ALONG INTERSTATE HIGHWAY 17 FOR 15.0 MILES TO
 ES0527'THE SOUTH END OF A ROCK CUT, THENCE GO NORTH AND WEST UP THE SLOPE
 ES0527'ABOUT 0.1 MILE, 69 FEET NORTHEAST OF THE STATION MARK, 97 FEET EAST OF
 ES0527'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0527'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0873 ***********************************************************************
 DU0873  DESIGNATION -  GOLF RM 1
 DU0873  PID         -  DU0873
 DU0873  STATE/COUNTY-  AZ/MARICOPA
 DU0873  USGS QUAD   -  TEMPE (1982)
 DU0873
 DU0873                         *CURRENT SURVEY CONTROL
 DU0873  ___________________________________________________________________
 DU0873* NAD 83(1986)-  33 27 43.     (N)    111 57 44.     (W)     SCALED    
 DU0873* NAVD 88     -       388.017  (meters)    1273.02   (feet)  ADJUSTED  
 DU0873  ___________________________________________________________________
 DU0873  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0873  DYNAMIC HT  -         387.568 (meters)    1271.55  (feet)  COMP
 DU0873  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0873
 DU0873  VERT ORDER  -  SECOND    CLASS 0
 DU0873
 DU0873.The horizontal coordinates were scaled from a topographic map and have
 DU0873.an estimated accuracy of +/- 6 seconds.
 DU0873
 DU0873.The orthometric height was determined by differential leveling
 DU0873.and adjusted by the National Geodetic Survey in November 1993..
 DU0873
 DU0873.The geoid height was determined by GEOID03.
 DU0873
 DU0873.The dynamic height is computed by dividing the NAVD 88
 DU0873.geopotential number by the normal gravity value computed on the
 DU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0873.degrees latitude (g = 980.6199 gals.).
 DU0873
 DU0873.The modeled gravity was interpolated from observed gravity values.
 DU0873
 DU0873;                    North         East    Units  Estimated Accuracy
 DU0873;SPC AZ C     -   272,980.      209,130.      MT  (+/- 180 meters Scaled)
 DU0873
 DU0873                          SUPERSEDED SURVEY CONTROL
 DU0873
 DU0873  NGVD 29 (??/??/92)  387.353  (m)         1270.84   (f) ADJ UNCH    2 0
 DU0873
 DU0873.Superseded values are not recommended for survey control.
 DU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0873.See file dsdata.txt to determine how the superseded data were derived.
 DU0873
 DU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105029(NAD 83)
 DU0873_MARKER: DR = REFERENCE MARK DISK
 DU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0873_STAMPING: GOLF NO 1 1963
 DU0873_MARK LOGO: CGS   
 DU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0873+STABILITY: SURFACE MOTION
 DU0873
 DU0873  HISTORY     - Date     Condition        Report By
 DU0873  HISTORY     - 1963     MONUMENTED       CGS
 DU0873  HISTORY     - 1970     GOOD             NGS
 DU0873  HISTORY     - 1982     GOOD             AZDT
 DU0873  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0873
 DU0873                          STATION DESCRIPTION
 DU0873
 DU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0873'IN PHOENIX.
 DU0873'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0873'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0873'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0873'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0873'40.3 FEET NORTHEAST OF TRAVERSE STATION GOLF, 52.6 FEET NORTH OF THE
 DU0873'CENTER OF THE ROAD, 18 FEET WEST OF THE CENTER OF A TRACK ROAD LEADING
 DU0873'NORTHEAST, 39.5 FEET NORTHEAST OF A POWER POLE, 45.6 FEET NORTHEAST OF
 DU0873'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DU0873'INCHES.
 DU0873
 DU0873                          STATION RECOVERY (1970)
 DU0873
 DU0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0873'RECOVERED IN GOOD CONDITION.
 DU0873
 DU0873                          STATION RECOVERY (1982)
 DU0873
 DU0873'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0873'RECOVERED IN GOOD CONDITION.
 DU0873
 DU0873                          STATION RECOVERY (2006)
 DU0873
 DU0873'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0873'SEEMS TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF A PERIMETER
 DU0873'WALL AROUND THE ARIZONA NATIONAL GUARD FACILITY TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES0525 ***********************************************************************
 ES0525  DESIGNATION -  GOLF RM 2
 ES0525  PID         -  ES0525
 ES0525  STATE/COUNTY-  AZ/COCONINO
 ES0525  USGS QUAD   -  MUNDS PARK (1974)
 ES0525
 ES0525                         *CURRENT SURVEY CONTROL
 ES0525  ___________________________________________________________________
 ES0525* NAD 83(1986)-  34 56 03.     (N)    111 39 03.     (W)     SCALED    
 ES0525* NAVD 88     -      2008.872  (meters)    6590.77   (feet)  ADJUSTED  
 ES0525  ___________________________________________________________________
 ES0525  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0525  DYNAMIC HT  -        2006.068 (meters)    6581.57  (feet)  COMP
 ES0525  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0525
 ES0525  VERT ORDER  -  SECOND    CLASS 0
 ES0525
 ES0525.The horizontal coordinates were scaled from a topographic map and have
 ES0525.an estimated accuracy of +/- 6 seconds.
 ES0525
 ES0525.The orthometric height was determined by differential leveling
 ES0525.and adjusted by the National Geodetic Survey in June 1991..
 ES0525
 ES0525.The geoid height was determined by GEOID03.
 ES0525
 ES0525.The dynamic height is computed by dividing the NAVD 88
 ES0525.geopotential number by the normal gravity value computed on the
 ES0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0525.degrees latitude (g = 980.6199 gals.).
 ES0525
 ES0525.The modeled gravity was interpolated from observed gravity values.
 ES0525
 ES0525;                    North         East    Units  Estimated Accuracy
 ES0525;SPC AZ C     -   436,300.      237,640.      MT  (+/- 180 meters Scaled)
 ES0525
 ES0525                          SUPERSEDED SURVEY CONTROL
 ES0525
 ES0525  NGVD 29 (??/??/92) 2007.935  (m)         6587.70   (f) ADJ UNCH    2 0
 ES0525
 ES0525.Superseded values are not recommended for survey control.
 ES0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0525.See file dsdata.txt to determine how the superseded data were derived.
 ES0525
 ES0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD405659(NAD 83)
 ES0525_MARKER: DR = REFERENCE MARK DISK
 ES0525_SETTING: 80 = SET IN A BOULDER
 ES0525_SP_SET: BOULDER
 ES0525_STAMPING: GOLF NO 2 1959
 ES0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0525+STABILITY: SURFACE MOTION
 ES0525
 ES0525  HISTORY     - Date     Condition        Report By
 ES0525  HISTORY     - 1959     MONUMENTED       CGS
 ES0525
 ES0525                          STATION DESCRIPTION
 ES0525
 ES0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0525'16.0 MI S FROM FLAGSTAFF.
 ES0525'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0525'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0525'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0525'HIGHWAY 17, THENCE SOUTH 15.0 MILES ALONG INTERSTATE HIGHWAY 17 TO THE
 ES0525'SOUTH END OF A ROCK CUT, THENCE GO NORTH AND WEST UP THE SLOPE ABOUT
 ES0525'0.1 MILE, 95.6 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL
 ES0525'HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0871 ***********************************************************************
 DU0871  DESIGNATION -  GOLF RM 2
 DU0871  PID         -  DU0871
 DU0871  STATE/COUNTY-  AZ/MARICOPA
 DU0871  USGS QUAD   -  TEMPE (1982)
 DU0871
 DU0871                         *CURRENT SURVEY CONTROL
 DU0871  ___________________________________________________________________
 DU0871* NAD 83(1986)-  33 27 43.     (N)    111 57 44.     (W)     SCALED    
 DU0871* NAVD 88     -       387.693  (meters)    1271.96   (feet)  ADJUSTED  
 DU0871  ___________________________________________________________________
 DU0871  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0871  DYNAMIC HT  -         387.244 (meters)    1270.48  (feet)  COMP
 DU0871  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0871
 DU0871  VERT ORDER  -  SECOND    CLASS 0
 DU0871
 DU0871.The horizontal coordinates were scaled from a topographic map and have
 DU0871.an estimated accuracy of +/- 6 seconds.
 DU0871
 DU0871.The orthometric height was determined by differential leveling
 DU0871.and adjusted by the National Geodetic Survey in November 1993..
 DU0871
 DU0871.The geoid height was determined by GEOID03.
 DU0871
 DU0871.The dynamic height is computed by dividing the NAVD 88
 DU0871.geopotential number by the normal gravity value computed on the
 DU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0871.degrees latitude (g = 980.6199 gals.).
 DU0871
 DU0871.The modeled gravity was interpolated from observed gravity values.
 DU0871
 DU0871;                    North         East    Units  Estimated Accuracy
 DU0871;SPC AZ C     -   272,980.      209,130.      MT  (+/- 180 meters Scaled)
 DU0871
 DU0871                          SUPERSEDED SURVEY CONTROL
 DU0871
 DU0871  NGVD 29 (??/??/92)  387.029  (m)         1269.78   (f) ADJ UNCH    2 0
 DU0871
 DU0871.Superseded values are not recommended for survey control.
 DU0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0871.See file dsdata.txt to determine how the superseded data were derived.
 DU0871
 DU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105029(NAD 83)
 DU0871_MARKER: DR = REFERENCE MARK DISK
 DU0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0871_STAMPING: GOLF NO 2 1963
 DU0871_MARK LOGO: CGS   
 DU0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0871+STABILITY: SURFACE MOTION
 DU0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0871+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DU0871
 DU0871  HISTORY     - Date     Condition        Report By
 DU0871  HISTORY     - 1963     MONUMENTED       CGS
 DU0871  HISTORY     - 1970     GOOD             NGS
 DU0871  HISTORY     - 1982     GOOD             AZDT
 DU0871  HISTORY     - 20060817 GOOD             GEOCAC
 DU0871
 DU0871                          STATION DESCRIPTION
 DU0871
 DU0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0871'IN PHOENIX.
 DU0871'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0871'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0871'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0871'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0871'26.3 FEET WEST OF TRAVERSE STATION GOLF, 25 FEET NORTH OF THE CENTER
 DU0871'OF THE ROAD, 30.2 FEET WEST OF A POWER POLE, 2.5 FEET NORTH OF A
 DU0871'FENCE, 24.9 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU0871'CONCRETE POST PROJECTING 3 INCHES.
 DU0871
 DU0871                          STATION RECOVERY (1970)
 DU0871
 DU0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0871'RECOVERED IN GOOD CONDITION.
 DU0871
 DU0871                          STATION RECOVERY (1982)
 DU0871
 DU0871'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0871'RECOVERED IN GOOD CONDITION.
 DU0871
 DU0871                          STATION RECOVERY (2006)
 DU0871
 DU0871'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1737 ***********************************************************************
 DU1737  DESIGNATION -  GOLF RM 3 AZIMUTH
 DU1737  PID         -  DU1737
 DU1737  STATE/COUNTY-  AZ/MARICOPA
 DU1737  USGS QUAD   -  TEMPE (1982)
 DU1737
 DU1737                         *CURRENT SURVEY CONTROL
 DU1737  ___________________________________________________________________
 DU1737* NAD 83(1986)-  33 27 43.     (N)    111 58 12.     (W)     SCALED    
 DU1737* NAVD 88     -       374.054  (meters)    1227.21   (feet)  ADJUSTED  
 DU1737  ___________________________________________________________________
 DU1737  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1737  DYNAMIC HT  -         373.621 (meters)    1225.79  (feet)  COMP
 DU1737  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DU1737
 DU1737  VERT ORDER  -  SECOND    CLASS I
 DU1737
 DU1737.The horizontal coordinates were scaled from a topographic map and have
 DU1737.an estimated accuracy of +/- 6 seconds.
 DU1737
 DU1737.The orthometric height was determined by differential leveling
 DU1737.and adjusted by the National Geodetic Survey in November 1993..
 DU1737
 DU1737.The geoid height was determined by GEOID03.
 DU1737
 DU1737.The dynamic height is computed by dividing the NAVD 88
 DU1737.geopotential number by the normal gravity value computed on the
 DU1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1737.degrees latitude (g = 980.6199 gals.).
 DU1737
 DU1737.The modeled gravity was interpolated from observed gravity values.
 DU1737
 DU1737;                    North         East    Units  Estimated Accuracy
 DU1737;SPC AZ C     -   272,980.      208,400.      MT  (+/- 180 meters Scaled)
 DU1737
 DU1737                          SUPERSEDED SURVEY CONTROL
 DU1737
 DU1737.No superseded survey control is available for this station.
 DU1737
 DU1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098029(NAD 83)
 DU1737_MARKER: DR = REFERENCE MARK DISK
 DU1737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1737_SP_SET: CONCRETE CURB
 DU1737_STAMPING: GOLF NO 3 1974
 DU1737_MARK LOGO: NGS   
 DU1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1737
 DU1737  HISTORY     - Date     Condition        Report By
 DU1737  HISTORY     - 1974     MONUMENTED       NGS
 DU1737  HISTORY     - 1982     GOOD             AZDT
 DU1737  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU1737
 DU1737                          STATION DESCRIPTION
 DU1737
 DU1737'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1737'IN PHOENIX.
 DU1737'IN PHOENIX, FROM THE INTERSECTION OF 64TH STREET AND EAST MCDOWELL
 DU1737'TRAVEL WEST ALONG MCDOWELL FOR 1.5 MI (2.41 KM) TO 52ND STREET, THENCE
 DU1737'SOUTH ALONG 52ND STREET FOR 0.26 MI (0.42 KM) TO THE EAST ENTRANCE TO
 DU1737'MOTOROLA AND THE MARK ON THE SOUTHWEST CORNER, 33 FT (10.06 METERS)
 DU1737'WEST OF CENTERLINE OF 52ND STREET, 8.2 FT (2.50 METERS) EAST OF
 DU1737'CHAINLINK FENCE, 6.2 FT (1.89 METERS) NORTHEAST OF FIRE HYDRANT, 8.1
 DU1737'FT (2.47 METERS) SOUTHEAST OF THE TRAFFIC LIGHT BASE ON THE SOUTHWEST
 DU1737'CORNER, A STANDARD NGS BRASS CAP ON CURB.
 DU1737
 DU1737                          STATION RECOVERY (2006)
 DU1737
 DU1737'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1737'52ND ST. HAS BEEN WIDENED. NEW CURBS AND SIDEWALKS WERE INSTALLED IN
 DU1737'1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0968 ***********************************************************************
 DU0968  DESIGNATION -  GOMEZ
 DU0968  PID         -  DU0968
 DU0968  STATE/COUNTY-  AZ/MARICOPA
 DU0968  USGS QUAD   -  TEMPE (1982)
 DU0968
 DU0968                         *CURRENT SURVEY CONTROL
 DU0968  ___________________________________________________________________
 DU0968* NAD 83(1992)-  33 25 19.18946(N)    111 58 14.87840(W)     ADJUSTED  
 DU0968* NAVD 88     -       347.45   (+/-2cm)    1139.9    (feet)  VERTCON   
 DU0968  ___________________________________________________________________
 DU0968  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU0968  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0968
 DU0968  HORZ ORDER  -  SECOND
 DU0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0968
 DU0968.The horizontal coordinates were established by classical geodetic methods
 DU0968.and adjusted by the National Geodetic Survey in August 1993..
 DU0968
 DU0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0968.The vertical order pertains to the NGVD 29 superseded value.
 DU0968
 DU0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0968
 DU0968.The geoid height was determined by GEOID03.
 DU0968
 DU0968;                    North         East     Units Scale Factor Converg.
 DU0968;SPC AZ C     -   268,551.116   208,325.831   MT  0.99990031   -0 01 47.3
 DU0968;SPC AZ C     -   881,073.22    683,483.70   iFT  0.99990031   -0 01 47.3
 DU0968;UTM  12      - 3,698,492.350   409,744.415   MT  0.99970043   -0 32 05.1
 DU0968
 DU0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0968!SPC AZ C     -   0.99995012  x   0.99990031  =   0.99985044
 DU0968!UTM  12      -   0.99995012  x   0.99970043  =   0.99965057
 DU0968
 DU0968:                Primary Azimuth Mark                     Grid Az
 DU0968:SPC AZ C     -  TEMPE SALT R PROJECT RADIO TWR           077 59 12.0
 DU0968:UTM  12      -  TEMPE SALT R PROJECT RADIO TWR           078 29 29.8
 DU0968
 DU0968|---------------------------------------------------------------------|
 DU0968| PID    Reference Object                     Distance      Geod. Az  |
 DU0968|                                                           dddmmss.s |
 DU0968| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.3 KM 0775724.7 |
 DU0968| DU0969 GOMEZ RM 1                           10.693 METERS 09326     |
 DU0968| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.13.1 KM 2212502.1 |
 DU0968| CH5615 TT R6                                              2683200.1 |
 DU0968| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 4.4 KM 2894508.5 |
 DU0968| DU0967 GOMEZ RM 2                           12.829 METERS 32226     |
 DU0968|---------------------------------------------------------------------|
 DU0968
 DU0968                          SUPERSEDED SURVEY CONTROL
 DU0968
 DU0968  NAD 83(1986)-  33 25 19.18319(N)    111 58 14.88338(W) AD(       ) 2
 DU0968  NAD 27      -  33 25 19.01980(N)    111 58 12.35880(W) AD(       ) 2
 DU0968  NGVD 29 (??/??/92)  346.813  (m)         1137.84   (f) ADJ UNCH    2 0
 DU0968
 DU0968.Superseded values are not recommended for survey control.
 DU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0968.See file dsdata.txt to determine how the superseded data were derived.
 DU0968
 DU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0974498492(NAD 83)
 DU0968_MARKER: DE = TRAVERSE STATION DISK
 DU0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0968_STAMPING: GOMEZ 1963
 DU0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0968+STABILITY: SURFACE MOTION
 DU0968
 DU0968  HISTORY     - Date     Condition        Report By
 DU0968  HISTORY     - 1963     MONUMENTED       CGS
 DU0968  HISTORY     - 1963     GOOD             CGS
 DU0968  HISTORY     - 1967     GOOD             AZHD
 DU0968
 DU0968                          STATION DESCRIPTION
 DU0968
 DU0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0968'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF THE CENTER
 DU0968'OF PHOENIX, ABOUT 2 MILES WEST-SOUTHWEST OF TEMPE AND ON THE
 DU0968'NORTH SIDE OF EAST TRANSMISSION ROAD.
 DU0968'
 DU0968'TO REACH FROM EAST WASHINGTON STREET AND SOUTH 48TH STREET IN
 DU0968'THE EAST SECTION OF PHOENIX, GO SOUTH ON SOUTH 48TH STREET
 DU0968'FOR 1.7 MILES TO EAST TRANSMISSION ROAD, (TT R 6 AZIMUTH MARK IS
 DU0968'LOCATED IN THE SOUTHWEST CORNER OF THIS INTERSECTION), TURN
 DU0968'LEFT AND GO EAST ON EAST TRANSMISSION ROAD FOR 0.45 MILE TO THE
 DU0968'STATION ON LEFT AS DESCRIBED.
 DU0968'
 DU0968'STATION MARK, A STANDARD TRAVERSE DISK STAMPED GOMEZ 1963,
 DU0968'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DU0968'WITH THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET
 DU0968'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF ABANDON HOUSE, 24
 DU0968'FEET NORTH OF THE CENTER OF EAST TRANSMISSION ROAD, 9 FEET
 DU0968'SOUTH-SOUTHEAST OF FARMERS INSURANCE SIGN, 3 FEET NORTHEAST OF
 DU0968'FENCE CORNER AND 2.7 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 DU0968'
 DU0968'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GOMEZ
 DU0968'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DU0968'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 37
 DU0968'FEET EAST OF THE FENCE CORNER, 36 FEET EAST OF WITNESS POST,
 DU0968'22 FEET NORTH OF THE CENTER OF EAST TRANSMISSION ROAD, 11.2 FEET
 DU0968'WEST OF TELEPHONE CABLE POLE NO. 30 AND 6 INCHES NORTH OF FENCE.
 DU0968'
 DU0968'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GOMEZ
 DU0968'NO 2 1963, IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 DU0968'CONCRETE PATIO.  THE MARK IS 43.8 FEET NORTHWEST OF WITNESS
 DU0968'POST, 27.1 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DU0968'HOUSE AND 20.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE.
 DU0968'
 DU0968'TT R 6 (AZIMUTH MARK), IS A CORPS OF ENGINEERS ARMY MAP
 DU0968'SERVICE SURVEY MARK STAMPED TT R 6 1963, IS SET IN THE TOP
 DU0968'OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 FOOT.  THE
 DU0968'MARK IS LOCATED IN THE SOUTHWEST CORNER OF INTERSECTION
 DU0968'OF EAST TRANSMISSION ROAD AND SOUTH 48TH STREET, 29 FEET
 DU0968'EAST-NORTHEAST OF FIRE HYDRANT AND 12.5 FEET NORTHWEST OF
 DU0968'CENTER OF IRRIGATION GATE.
 DU0968'
 DU0968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DU0968
 DU0968                          STATION RECOVERY (1963)
 DU0968
 DU0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0968'2.15 MI SE FROM PHOENIX.
 DU0968'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0968'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0968'PHOENIX, THENCE 0.4 MILE EAST ALONG TRANSMISSION ROAD, AT AN ABANDONED
 DU0968'ADOBE HOUSE NORTH OF THE ROAD, 25.5 FEET NORTH OF THE CENTER OF THE
 DU0968'ROAD, 46 FEET WEST OF A TELEPHONE POLE, 2.7 FEET NORTHEAST OF A FENCE
 DU0968'CORNER, 2.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DU0968'ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH
 DU0968'WITH THE GROUND.  NOTE-- RM 1 IS 35.1 FEET EAST OF TRAVERSE STATION
 DU0968'GOMEZ, 22 FEET NORTH OF THE CENTER OF THE ROAD, 37 FEET EAST OF A
 DU0968'FENCE CORNER, 11 FEET WEST OF A TELEPHONE POLE, 0.5 FOOT NORTH OF A
 DU0968'FENCE, 36.0 FEET EAST OF A METAL WITNESS POST, AND IS A C AND GS
 DU0968'REFERENCE MARK DISK STAMPED GOMEZ NO 1 1963 SET IN TOP OF A CONCRETE
 DU0968'POST FLUSH WITH THE GROUND.  RM 2 IS 42.1 FEET NORTHWEST OF TRAVERSE
 DU0968'STATION GOMEZ, 58 FEET NORTH OF THE CENTER OF THE ROAD, 42 FEET
 DU0968'NORTHWEST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK
 DU0968'DISK STAMPED GOMEZ NO 2 1963, SET IN TOP OF THE SOUTHEAST CORNER OF
 DU0968'CONCRETE PORCH OF THE ABANDONED ADOBE HOUSE.
 DU0968
 DU0968                          STATION RECOVERY (1967)
 DU0968
 DU0968'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU0968'THE STATION WAS FOUND IN GOOD CONDITION, DESCRIPTION WAS
 DU0968'ADEQUIATE.  TRANSMISSION ROAD HAS BEEN CHANGED TO UNIVERSITY
 DU0968'DRIVE.
 DU0968'
 DU0968'UNIVERSITY DRIVE WILL SOON BE WIDENED AND THE STATION WOULD
 DU0968'HAVE BEEN DESTROYED, SO A NEW STATION GOMEZ 2 AND REFERENCE
 DU0968'MARKS 3 AND 4 WERE ESTABLISHED.
 DU0968'
 DU0968'THE ORIGINAL STATION MARK, REFERENCE MARK 1 AND REFERENCE
 DU0968'MARK 2 WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0970 ***********************************************************************
 DU0970  DESIGNATION -  GOMEZ 2
 DU0970  PID         -  DU0970
 DU0970  STATE/COUNTY-  AZ/MARICOPA
 DU0970  USGS QUAD   -  TEMPE (1982)
 DU0970
 DU0970                         *CURRENT SURVEY CONTROL
 DU0970  ___________________________________________________________________
 DU0970* NAD 83(1986)-  33 25 16.     (N)    111 58 16.     (W)     SCALED    
 DU0970* NAVD 88     -       347.63   (+/-2cm)    1140.5    (feet)  VERTCON   
 DU0970  ___________________________________________________________________
 DU0970  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0970
 DU0970  VERT ORDER  -  THIRD (See Below)
 DU0970
 DU0970.The horizontal coordinates were scaled from a topographic map and have
 DU0970.an estimated accuracy of +/- 6 seconds.
 DU0970
 DU0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0970.The vertical order pertains to the NGVD 29 superseded value.
 DU0970
 DU0970.The geoid height was determined by GEOID03.
 DU0970
 DU0970;                    North         East    Units  Estimated Accuracy
 DU0970;SPC AZ C     -   268,450.      208,300.      MT  (+/- 180 meters Scaled)
 DU0970
 DU0970                          SUPERSEDED SURVEY CONTROL
 DU0970
 DU0970  NGVD 29 (??/??/??)  346.99   (m)         1138.4    (f) RESET       3  
 DU0970
 DU0970.Superseded values are not recommended for survey control.
 DU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0970.See file dsdata.txt to determine how the superseded data were derived.
 DU0970
 DU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097983(NAD 83)
 DU0970_MARKER: DS = TRIANGULATION STATION DISK
 DU0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0970_STAMPING: GOMEZ 2 BM RESET 1967
 DU0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0970+STABILITY: SURFACE MOTION
 DU0970
 DU0970  HISTORY     - Date     Condition        Report By
 DU0970  HISTORY     - 1967     MONUMENTED       AZHD
 DU0970  HISTORY     - 1968     GOOD             AZDT
 DU0970
 DU0970                          STATION DESCRIPTION
 DU0970
 DU0970'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1968
 DU0970'6.5 MI SE FROM PHOENIX.
 DU0970'STATION MARK IS A STANDARD DISK STAMPED GOMEZ 2 BM RESET 1967 SET IN
 DU0970'AN 8 1/2 IN. CIRCULAR CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 DU0970'MARK IS 141.327 FT. NORTH OF THE CENTER LINE OF UNIVERSITY DRIVE,
 DU0970'55.80 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER AN ABANDONED ADOBE
 DU0970'HOUSE, 3.5 FT. NORTH OF A WITNESS POST AND 0.40 FT. EAST OF A
 DU0970'NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2178 ***********************************************************************
 DU2178  DESIGNATION -  GOMEZ 2
 DU2178  PID         -  DU2178
 DU2178  STATE/COUNTY-  AZ/MARICOPA
 DU2178  USGS QUAD   -  TEMPE (1982)
 DU2178
 DU2178                         *CURRENT SURVEY CONTROL
 DU2178  ___________________________________________________________________
 DU2178* NAD 83(1992)-  33 25 20.34670(N)    111 58 14.92114(W)     ADJUSTED  
 DU2178* NAVD 88     -       347.63   (+/-2cm)    1140.5    (feet)  VERTCON   
 DU2178  ___________________________________________________________________
 DU2178  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DU2178  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2178
 DU2178  HORZ ORDER  -  SECOND
 DU2178  VERT ORDER  -  THIRD ? (See Below)
 DU2178
 DU2178.The horizontal coordinates were established by classical geodetic methods
 DU2178.and adjusted by the National Geodetic Survey in August 1993..
 DU2178.No horizontal observational check was made to the station.
 DU2178
 DU2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2178.The vertical order pertains to the NGVD 29 superseded value.
 DU2178
 DU2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2178
 DU2178.The geoid height was determined by GEOID03.
 DU2178
 DU2178;                    North         East     Units Scale Factor Converg.
 DU2178;SPC AZ C     -   268,586.766   208,324.745   MT  0.99990031   -0 01 47.4
 DU2178;SPC AZ C     -   881,190.18    683,480.13   iFT  0.99990031   -0 01 47.4
 DU2178;UTM  12      - 3,698,528.001   409,743.644   MT  0.99970043   -0 32 05.2
 DU2178
 DU2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2178!SPC AZ C     -   0.99995009  x   0.99990031  =   0.99985041
 DU2178!UTM  12      -   0.99995009  x   0.99970043  =   0.99965054
 DU2178
 DU2178:                Primary Azimuth Mark                     Grid Az
 DU2178:SPC AZ C     -  HUMM                                     172 21 28.2
 DU2178:UTM  12      -  HUMM                                     172 51 46.0
 DU2178
 DU2178|---------------------------------------------------------------------|
 DU2178| PID    Reference Object                     Distance      Geod. Az  |
 DU2178|                                                           dddmmss.s |
 DU2178| DU0972 HUMM                                APPROX. 0.9 KM 1721940.8 |
 DU2178| DU0968 GOMEZ                                35.670 METERS 17814     |
 DU2178| CH5239 GOMEZ 2 RM 3                         20.756 METERS 27536     |
 DU2178| CH5240 GOMEZ 2 RM 4                         20.733 METERS 35931     |
 DU2178|---------------------------------------------------------------------|
 DU2178
 DU2178                          SUPERSEDED SURVEY CONTROL
 DU2178
 DU2178  NAD 83(1986)-  33 25 20.34043(N)    111 58 14.92613(W) AD(       ) 2
 DU2178  NAD 27      -  33 25 20.17705(N)    111 58 12.40150(W) AD(       ) 2
 DU2178  NGVD 29 (07/19/86)  346.99   (m)         1138.4    (f) LEVELING    3  
 DU2178
 DU2178.Superseded values are not recommended for survey control.
 DU2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2178.See file dsdata.txt to determine how the superseded data were derived.
 DU2178
 DU2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0974498528(NAD 83)
 DU2178_MARKER: DS = TRIANGULATION STATION DISK
 DU2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2178
 DU2178  HISTORY     - Date     Condition        Report By
 DU2178  HISTORY     - 1967     MONUMENTED       AZHD
 DU2178  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DU2178
 DU2178                          STATION DESCRIPTION
 DU2178
 DU2178'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU2178'STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF
 DU2178'PHOENIX, ABOUT 2 MILES WEST-SOUTHWEST OF TEMPE AND ON THE
 DU2178'NORTH SIDE OF UNIVERSITY DRIVE.
 DU2178'
 DU2178'TO REACH FROM EAST WASHINGTON STREET AND SOUTH 48TH STREET
 DU2178'IN THE EAST SECTION OF PHOENIX, GO SOUTH ON SOUTH 48TH STREET
 DU2178'FOR 1.7 MILES TO UNIVERSITY DRIVE, TURN LEFT AND GO EAST ON
 DU2178'UNIVERSITY DRIVE FOR 0.45 MILE TO THE STATION ON LEFT AS
 DU2178'DESCRIBED.
 DU2178'
 DU2178'STATION MARK IS A STANDARD DISK STAMPED GOMEZ 2 BM RESET 1967
 DU2178'SET IN AN 8 1/2-INCH CIRCULAR CONCRETE MONUMENT FLUSH WITH THE
 DU2178'GROUND.  THE MARK IS 141.327 FEET NORTH OF THE CENTER LINE OF
 DU2178'UNIVERSITY DRIVE, 55.80 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DU2178'CORNER OF AN ABANDONED ADOBE HOUSE, 3.5 FEET NORTH OF A WITNESS
 DU2178'POST AND 0.40 FEET EAST OF A NORTH-SOUTH FENCE.
 DU2178'
 DU2178'REFERENCE MARK 38 A STANDARD REFERENCE MARK DISK STAMPED
 DU2178'GOMEZ 2 NO 3 RESET 1967 SET IN A 8 1/2-INCH CIRCULAR CONCRETE
 DU2178'MONUMENT PROJECTING 0.3 FEET.  THE MARK IS 4.0 FEET
 DU2178'SOUTH-SOUTHWEST OF A 14-INCH MESQUITE TREE AND 0.40 FEET
 DU2178'EAST OF A NORTH-SOUTH FENCE.
 DU2178'
 DU2178'REFERENCE MARK 4, A STANDARD REFERENCE MARK DISK STAMPED
 DU2178'GOMEZ 2 NO 4 RESET 1967 SET IN AN 8 1/2-INCH CIRCULAR CONCRETE
 DU2178'MONUMENT PROJECTING 0.10 FEET.  THE MARK IS 0.40 FEET EAST OF
 DU2178'A NORTH-SOUTH FENCE.
 DU2178'
 DU2178'NO AZIMUTH MARK WAS SET.
 DU2178
 DU2178                          STATION RECOVERY (1989)
 DU2178
 DU2178'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 DU2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0969 ***********************************************************************
 DU0969  DESIGNATION -  GOMEZ RM 1
 DU0969  PID         -  DU0969
 DU0969  STATE/COUNTY-  AZ/MARICOPA
 DU0969  USGS QUAD   -  TEMPE (1982)
 DU0969
 DU0969                         *CURRENT SURVEY CONTROL
 DU0969  ___________________________________________________________________
 DU0969* NAD 83(1986)-  33 25 19.     (N)    111 58 15.     (W)     SCALED    
 DU0969* NAVD 88     -       347.54   (+/-2cm)    1140.2    (feet)  VERTCON   
 DU0969  ___________________________________________________________________
 DU0969  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0969
 DU0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0969
 DU0969.The horizontal coordinates were scaled from a topographic map and have
 DU0969.an estimated accuracy of +/- 6 seconds.
 DU0969
 DU0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0969.The vertical order pertains to the NGVD 29 superseded value.
 DU0969
 DU0969.The geoid height was determined by GEOID03.
 DU0969
 DU0969;                    North         East    Units  Estimated Accuracy
 DU0969;SPC AZ C     -   268,550.      208,320.      MT  (+/- 180 meters Scaled)
 DU0969
 DU0969                          SUPERSEDED SURVEY CONTROL
 DU0969
 DU0969  NGVD 29 (??/??/92)  346.896  (m)         1138.11   (f) ADJ UNCH    2 0
 DU0969
 DU0969.Superseded values are not recommended for survey control.
 DU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0969.See file dsdata.txt to determine how the superseded data were derived.
 DU0969
 DU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097984(NAD 83)
 DU0969_MARKER: DR = REFERENCE MARK DISK
 DU0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0969_STAMPING: GOMEZ NO 1 1963
 DU0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0969+STABILITY: SURFACE MOTION
 DU0969
 DU0969  HISTORY     - Date     Condition        Report By
 DU0969  HISTORY     - 1963     MONUMENTED       CGS
 DU0969
 DU0969                          STATION DESCRIPTION
 DU0969
 DU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0969'IN PHOENIX.
 DU0969'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0969'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0969'PHOENIX, THENCE 0.4 MILE EAST ALONG TRANSMISSION ROAD, AT AN ABANDONED
 DU0969'ADOBE HOUSE NORTH OF THE ROAD, 35.1 FEET EAST OF TRAVERSE STATION
 DU0969'GOMEZ, 22 FEET NORTH OF THE CENTER OF THE ROAD, 37 FEET EAST OF A
 DU0969'FENCE CORNER 11 FEET WEST OF A TELEPHONE POLE, 0.5 FOOT NORTH OF A
 DU0969'FENCE, 36.0 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU0969'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0967 ***********************************************************************
 DU0967  DESIGNATION -  GOMEZ RM 2
 DU0967  PID         -  DU0967
 DU0967  STATE/COUNTY-  AZ/MARICOPA
 DU0967  USGS QUAD   -  TEMPE (1982)
 DU0967
 DU0967                         *CURRENT SURVEY CONTROL
 DU0967  ___________________________________________________________________
 DU0967* NAD 83(1986)-  33 25 19.     (N)    111 58 15.     (W)     SCALED    
 DU0967* NAVD 88     -       347.52   (+/-2cm)    1140.2    (feet)  VERTCON   
 DU0967  ___________________________________________________________________
 DU0967  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0967
 DU0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0967
 DU0967.The horizontal coordinates were scaled from a topographic map and have
 DU0967.an estimated accuracy of +/- 6 seconds.
 DU0967
 DU0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0967.The vertical order pertains to the NGVD 29 superseded value.
 DU0967
 DU0967.The geoid height was determined by GEOID03.
 DU0967
 DU0967;                    North         East    Units  Estimated Accuracy
 DU0967;SPC AZ C     -   268,550.      208,320.      MT  (+/- 180 meters Scaled)
 DU0967
 DU0967                          SUPERSEDED SURVEY CONTROL
 DU0967
 DU0967  NGVD 29 (??/??/92)  346.883  (m)         1138.07   (f) ADJ UNCH    2 0
 DU0967
 DU0967.Superseded values are not recommended for survey control.
 DU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0967.See file dsdata.txt to determine how the superseded data were derived.
 DU0967
 DU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097984(NAD 83)
 DU0967_MARKER: DR = REFERENCE MARK DISK
 DU0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0967_SP_SET: PORCH
 DU0967_STAMPING: GOMEZ NO 2 1963
 DU0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0967
 DU0967  HISTORY     - Date     Condition        Report By
 DU0967  HISTORY     - 1963     MONUMENTED       CGS
 DU0967
 DU0967                          STATION DESCRIPTION
 DU0967
 DU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0967'IN PHOENIX.
 DU0967'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0967'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0967'PHOENIX, THENCE 0.4 MILE EAST ALONG TRANSMISSION ROAD, AT AN ABANDONED
 DU0967'ADOBE HOUSE NORTH OF THE ROAD, 42.1 FEET NORTHWEST OF TRAVERSE STATION
 DU0967'GOMEZ, 58 FEET NORTH OF THE CENTER OF THE ROAD, 42 FEET NORTHWEST OF A
 DU0967'METAL WITNESS POST, AND SET IN TOP OF THE SOUTHEAST CORNER OF CONCRETE
 DU0967'PORCH OF THE ABANDONED ADOBE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1951 ***********************************************************************
 DU1951  DESIGNATION -  GOOD
 DU1951  PID         -  DU1951
 DU1951  STATE/COUNTY-  AZ/GRAHAM
 DU1951  USGS QUAD   -  GERONIMO (1989)
 DU1951
 DU1951                         *CURRENT SURVEY CONTROL
 DU1951  ___________________________________________________________________
 DU1951* NAD 83(1992)-  33 02 42.31239(N)    110 02 56.44564(W)     ADJUSTED  
 DU1951* NAVD 88     -       912.5    (meters)    2994.     (feet)  VERTCON   
 DU1951  ___________________________________________________________________
 DU1951  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DU1951  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DU1951
 DU1951  HORZ ORDER  -  FIRST
 DU1951
 DU1951.The horizontal coordinates were established by classical geodetic methods
 DU1951.and adjusted by the National Geodetic Survey in August 1993..
 DU1951
 DU1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1951
 DU1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1951
 DU1951.The geoid height was determined by GEOID03.
 DU1951
 DU1951;                    North         East     Units Scale Factor Converg.
 DU1951;SPC AZ E     -   226,757.537   224,348.452   MT  0.99990149   +0 03 51.0
 DU1951;SPC AZ E     -   743,955.17    736,051.35   iFT  0.99990149   +0 03 51.0
 DU1951;UTM  12      - 3,656,687.135   588,793.728   MT  0.99969721   +0 31 07.0
 DU1951
 DU1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1951!SPC AZ E     -   0.99986101  x   0.99990149  =   0.99976251
 DU1951!UTM  12      -   0.99986101  x   0.99969721  =   0.99955826
 DU1951
 DU1951:                Primary Azimuth Mark                     Grid Az
 DU1951:SPC AZ E     -  GERONIMO S P WATER TANK                  019 25 17.5
 DU1951:UTM  12      -  GERONIMO S P WATER TANK                  018 58 01.5
 DU1951
 DU1951|---------------------------------------------------------------------|
 DU1951| PID    Reference Object                     Distance      Geod. Az  |
 DU1951|                                                           dddmmss.s |
 DU1951| DU1952 GERONIMO S P WATER TANK             APPROX. 3.8 KM 0192908.5 |
 DU1951| DT0785 GILA PEAK TARGET                    APPROX.18.8 KM 0284623.2 |
 DU1951| DT0780 PEAK TARGET 5 1/2 MI NW SEEP        APPROX.16.6 KM 0580612.8 |
 DU1951| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX. 8.0 KM 0980809.0 |
 DU1951| CY1245 HOT SPRINGS HOTEL BELFRY            APPROX.14.9 KM 1102543.6 |
 DU1951| CD2950 GOOD AZ MK                                         1704140.9 |
 DU1951| CZ1756 TARGET ABOUT 4 MI SW OF STEER       APPROX.16.5 KM 2092145.8 |
 DU1951| CD2951 GOOD RM 1                            12.635 METERS 24736     |
 DU1951| CD2952 GOOD RM 2                            25.762 METERS 35352     |
 DU1951|---------------------------------------------------------------------|
 DU1951
 DU1951                          SUPERSEDED SURVEY CONTROL
 DU1951
 DU1951  NAD 83(1986)-  33 02 42.30772(N)    110 02 56.44516(W) AD(       ) 1
 DU1951  NAD 27      -  33 02 42.09600(N)    110 02 54.14000(W) AD(       ) 1
 DU1951  NGVD 29 (07/19/86)  911.9    (m)         2992.     (f) VERT ANG       
 DU1951
 DU1951.Superseded values are not recommended for survey control.
 DU1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1951.See file dsdata.txt to determine how the superseded data were derived.
 DU1951
 DU1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8879456687(NAD 83)
 DU1951_MARKER: DS = TRIANGULATION STATION DISK
 DU1951_SETTING: 66 = SET IN ROCK OUTCROP
 DU1951_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1951+STABILITY: POSITION/ELEVATION WELL
 DU1951
 DU1951  HISTORY     - Date     Condition        Report By
 DU1951  HISTORY     - 1945     MONUMENTED       CGS
 DU1951  HISTORY     - 1967     GOOD             AMS
 DU1951  HISTORY     - 1985     GOOD             AZDT
 DU1951
 DU1951                          STATION DESCRIPTION
 DU1951
 DU1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1951'STATION IS 2-1/2 MILES (AIR LINE) SSW OF GERONIMO, 24-1/2
 DU1951'MILES (AIR LINE) NW OF SAFFORD, AND IS ABOUT 12 MILES ESE OF
 DU1951'MT. TURNBULL.  IT IS ON THE S END OF A LONG FLAT RIDGE ABOUT
 DU1951'1/2 MILE N OF THE GOODWIN WASH ROAD.
 DU1951'
 DU1951'TO REACH STATION FROM THE TEXACO STATION IN GERONIMO, GO E
 DU1951'ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A CONCRETE BRIDGE.  CONTINUE
 DU1951'0.05 MILE AND TURN RIGHT ACROSS THE TRACKS ON A BLADED ROAD
 DU1951'AND GO 0.7 MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 1.5
 DU1951'MILES TO A CATTLE GUARD.  CONTINUE FOR 0.7 MILE TO A FORK.
 DU1951'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  HERE THE AZIMUTH
 DU1951'MARK WITNESS POST IS STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD
 DU1951'OR LEFT FORK ABOUT 0.15 MILE.  HERE TAKE THE RIGHT FORK, A DIM
 DU1951'TRACK ROAD, AND GO N FOR 0.2 MILE TO THE BASE OF THE MESA AND
 DU1951'THE END OF TRUCK TRAVEL.  FROM HERE PACK N TO THE TOP AND
 DU1951'STATION AT THE S EDGE OF THE MESA.
 DU1951'
 DU1951'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 DU1951'WITH THE GROUND AND IS STAMPED GOOD 1945.  IT IS 32 FEET N OF THE
 DU1951'S EDGE OF THE MESA AND 14 FEET ESE OF A 2-1/2-FOOT CAIRN.
 DU1951'
 DU1951'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1951'FLUSH WITH THE GROUND AT THE SAME LEVEL AS THE STATION AND IS
 DU1951'STAMPED GOOD NO 1 1945.  IT IS 36 FEET N OF THE S EDGE OF THE
 DU1951'MESA.  THE MARK IS WSW OF THE STATION.
 DU1951'
 DU1951'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1951'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS AT ABOUT THE
 DU1951'SAME LEVEL AS THE STATION.  IT IS STAMPED GOOD NO 2 1945.  THE
 DU1951'MARK IS NNW OF THE STATION.
 DU1951'
 DU1951'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 DU1951'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1951'GOOD 1945.  THE MARK IS 8 FEET SW OF THE WITNESS POST, ABOUT
 DU1951'39 PACES S OF THE GOODWIN WASH ROAD, AND IS S OF THE STATION.
 DU1951'
 DU1951'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1951
 DU1951                          STATION RECOVERY (1967)
 DU1951
 DU1951'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1951'STATION IS LOCATED APPROXIMATELY 4.8 AIRMILES (WNW) OF FORT
 DU1951'THOMAS, ARIZONA AND 24.6 AIRMILES (NW) OF SAFFORD, ARIZONA.
 DU1951'
 DU1951'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AND TRADING
 DU1951'POST IN GERONIMO, ARIZONA GO (E) ON U.S. HWY 70 FOR 0.9 MI TO
 DU1951'ROAD RIGHT.  THE ROAD IS LOCATED 0.05 MI PAST A CONCRETE BRIDGE.
 DU1951'TURN RIGHT (SW) ACROSS THE R.R. TRACKS ONTO A DIRT ROAD AND
 DU1951'PROCEED 0.7 MI TO A Y INTERSECTION.  TAKE THE RIGHT FORK (SW)
 DU1951'AND GO 1.6 MI TO A CATTLE GUARD AND A DIM ROAD RIGHT, TURN
 DU1951'RIGHT (NW) AND GO 1.1 MI ALONG A FENCE LINE TO A ROAD LEFT.
 DU1951'TURN LEFT (SW) AND PROCEED 0.6 MI TO THE BOTTOM OF A MESA,
 DU1951'FOLLOW THE ROAD TO THE TOP OF THE MESA.  AT THE TOP OF THE MESA,
 DU1951'TURN LEFT (SE) OFF OF THE ROAD AND GO CROSS COUNTRY 0.15 MI
 DU1951'TO THE (SSE) EDGE OF THE MESA AND STATION SITE.  STATION IS
 DU1951'LOCATED 29.0 FT FROM THE (SSE) EDGE OF THE MESA.
 DU1951'
 DU1951'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A ROUND
 DU1951'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED GOOD 1945.
 DU1951'
 DU1951'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A BOULDER PROJECTING
 DU1951'2 IN ABOVE THE GROUND AND STAMPED GOOD NO 1 1945.  FROM THE
 DU1951'STATION IT IS (SW) ON A MAG AZ OF 232 DEG AT A DISTANCE OF 41.45
 DU1951'FT AND A DE OF +0.5 FT.
 DU1951'
 DU1951'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A BOULDER PROJECTING
 DU1951'4 IN ABOVE THE GROUND AND STAMPED GOOD NO 2 1945.  FROM THE
 DU1951'STATION IT IS (NNW) ON A MAG AZ OF 342 DEG AT A DISTANCE OF 84.50
 DU1951'FT AND A DE OF +0.6 FEET.
 DU1951'
 DU1951'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 DU1951'
 DU1951'THE CONDITION OF ALL RECOVERED MARKS IS GOOD.  VIEW FROM THE
 DU1951'STATION IS GOOD IN ALL DIRECTIONS FOR APPROXIMATELY 10 MILES.
 DU1951
 DU1951                          STATION RECOVERY (1985)
 DU1951
 DU1951'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1951'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU1951'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DU1951'FOLLOWS.
 DU1951'
 DU1951'TO REACH THE STATION FROM THE TRADING POST IN GERONIMO TRAVEL
 DU1951'SOUTHEAST ALONG U.S. HIGHWAY 70 FOR 0.95 MILE TO A DIRT ROAD ON THE
 DU1951'RIGHT.  TURN RIGHT FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 DU1951'1.5 MILES TO A CATTLE GUARD, CONTINUE AHEAD FOR 0.8 MILE TO A SIDE
 DU1951'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AT THE BASE OF A
 DU1951'ROCKY HILL.  TURN RIGHT FOR 0.2 MILE TO THE BASE OF A MESA AND END OF
 DU1951'TRUCK TRAVEL.  PACK NORTHEAST TO TOP OF MESA AND THE STATION AT THE
 DU1951'SOUTHEAST EDGE OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0229 ***********************************************************************
 FP0229  DESIGNATION -  GOOD NEWS
 FP0229  PID         -  FP0229
 FP0229  STATE/COUNTY-  AZ/APACHE
 FP0229  USGS QUAD   -  HOUCK (1971)
 FP0229
 FP0229                         *CURRENT SURVEY CONTROL
 FP0229  ___________________________________________________________________
 FP0229* NAD 83(1992)-  35 16 56.02400(N)    109 14 34.82052(W)     ADJUSTED  
 FP0229* NAVD 88     -      1849.819  (meters)    6068.95   (feet)  ADJUSTED  
 FP0229  ___________________________________________________________________
 FP0229  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FP0229  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0229  DYNAMIC HT  -        1847.250 (meters)    6060.52  (feet)  COMP
 FP0229  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 FP0229
 FP0229  HORZ ORDER  -  THIRD
 FP0229  VERT ORDER  -  FIRST     CLASS II
 FP0229
 FP0229.The horizontal coordinates were established by classical geodetic methods
 FP0229.and adjusted by the National Geodetic Survey in August 1993..
 FP0229
 FP0229.The orthometric height was determined by differential leveling
 FP0229.and adjusted by the National Geodetic Survey in June 1991..
 FP0229
 FP0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0229
 FP0229.The geoid height was determined by GEOID03.
 FP0229
 FP0229.The dynamic height is computed by dividing the NAVD 88
 FP0229.geopotential number by the normal gravity value computed on the
 FP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0229.degrees latitude (g = 980.6199 gals.).
 FP0229
 FP0229.The modeled gravity was interpolated from observed gravity values.
 FP0229
 FP0229;                    North         East     Units Scale Factor Converg.
 FP0229;SPC AZ E     -   475,273.655   297,381.598   MT  0.99998697   +0 32 00.8
 FP0229;SPC AZ E     - 1,559,296.77    975,661.41   iFT  0.99998697   +0 32 00.8
 FP0229;UTM  12      - 3,905,757.253   659,784.595   MT  0.99991465   +1 00 54.2
 FP0229
 FP0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0229!SPC AZ E     -   0.99971322  x   0.99998697  =   0.99970019
 FP0229!UTM  12      -   0.99971322  x   0.99991465  =   0.99962789
 FP0229
 FP0229|---------------------------------------------------------------------|
 FP0229| PID    Reference Object                     Distance      Geod. Az  |
 FP0229|                                                           dddmmss.s |
 FP0229| FP0230 GOOD NEWS RM 1                        8.690 METERS 22905     |
 FP0229| FP0224 AA 5                                APPROX. 5.3 KM 2294759.8 |
 FP0229| CD3464 GOOD NEWS RM 2                        4.818 METERS 31717     |
 FP0229|---------------------------------------------------------------------|
 FP0229
 FP0229                          SUPERSEDED SURVEY CONTROL
 FP0229
 FP0229  NAD 83(1986)-  35 16 56.02116(N)    109 14 34.82163(W) AD(       ) 3
 FP0229  NAD 27      -  35 16 55.92760(N)    109 14 32.48370(W) AD(       ) 3
 FP0229  NGVD 29 (??/??/92) 1848.873  (m)         6065.84   (f) ADJ UNCH    1 2
 FP0229
 FP0229.Superseded values are not recommended for survey control.
 FP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0229.See file dsdata.txt to determine how the superseded data were derived.
 FP0229
 FP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5978505757(NAD 83)
 FP0229_MARKER: DS = TRIANGULATION STATION DISK
 FP0229_SETTING: 66 = SET IN ROCK OUTCROP
 FP0229_SP_SET: OUTCROP
 FP0229_STAMPING: GOOD NEWS 1959
 FP0229_MARK LOGO: CGS   
 FP0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0229+STABILITY: POSITION/ELEVATION WELL
 FP0229
 FP0229  HISTORY     - Date     Condition        Report By
 FP0229  HISTORY     - 1959     MONUMENTED       CGS
 FP0229  HISTORY     - 1959     GOOD             CGS
 FP0229  HISTORY     - 1971     GOOD             USGS
 FP0229  HISTORY     - 1983     GOOD             NGS
 FP0229
 FP0229                          STATION DESCRIPTION
 FP0229
 FP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JLH)
 FP0229'THE STATION IS LOCATED ON A STEEP ROCKY HILL ABOUT 7 MILES
 FP0229'EAST OF SANDERS, ON THE NORTH SIDE OF U.S. HIGHWAY 66.
 FP0229'
 FP0229'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, GO EASTWARD
 FP0229'ON U.S. HIGHWAY 66 FOR 6.9 MILES TO THE BIG ARROWS TRADING POST,
 FP0229'CONTINUE EASTWARD ON THE HIGHWAY FOR 0.7 MILE TO A SIDE ROAD
 FP0229'LEFT AT SIGN GOOD NEWS MISSION.  TURN SHARP LEFT AND GO WEST
 FP0229'TOWARD THE MISSION FOR 0.45 MILE TO THE CREST OF THE HILL AND A
 FP0229'TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD UPGRADE
 FP0229'FOR 0.05 MILE TO THE TOP OF THE HILL, TURN LEFT AND GO EAST
 FP0229'ALONG THE TOP OF THE HILL FOR 0.1 MILE TO THE EAST END OF THE
 FP0229'HILL AND THE STATION.
 FP0229'
 FP0229'THE STATION MARK IS A STANDARD DISK STAMPED GOOD NEWS 1959, SET
 FP0229'IN A DRILL HOLE IN A LARGE FLAT OUTCROP OF BEDROCK THAT IS
 FP0229'FLUSH ON THREE SIDES.  IT IS 0.1 MILE EAST OF THE HIGHEST PART
 FP0229'OF THE HILL, 54 FEET EAST OF A TRANSMISSION POLE WITH A
 FP0229'TRIANGULAR BLAZE ON THE EAST SIDE AND 8 FEET NORTH OF A
 FP0229'WITNESS POST.
 FP0229'
 FP0229'RM 1 IS A STANDARD DISK STAMPED GOOD NEWS NO 1 1959, SET IN
 FP0229'A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES.
 FP0229'
 FP0229'RM 2 IS A STANDARD DISK STAMPED GOOD NEWS NO 2 1959, SET IN A
 FP0229'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SOUTH AND FALLS
 FP0229'AWAY 2 FEET TO THE NORTH.  IT IS 39 FEET SOUTHEAST OF THE
 FP0229'TRANSMISSION POLE WITH THE TRIANGULAR BLAZE.
 FP0229'
 FP0229'TRIANGULATION STATION AA 5 CAN BE USED AS AN AZIMUTH MARK.
 FP0229'SEE DESCRIPTION THEREOF.
 FP0229
 FP0229                          STATION RECOVERY (1959)
 FP0229
 FP0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0229'7.5 MI E FROM SANDERS.
 FP0229'7.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0229'ABOUT 0.3 MILE EAST OF THE BIG ARROW TRADING POST, ABOUT 0.2 MILE WEST
 FP0229'OF THE ROAD LEADING TO THE GOOD NEWS MISSION, THE STATION MARK IS
 FP0229'SETTING ABOUT MID-WAY AND ON THE NORTH SIDE OF THE HIGHWAY AT THE TOP
 FP0229'OF A DEEP HIGHWAY, 54 FEET EAST OF A TRANSMISSION POLE WITH A
 FP0229'TRIANGULAR BLAZE, 8 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL
 FP0229'HOLE IN A LARGE FLAT OUTCROP OF BEDROCK THAT IS FLUSH ON THREE SIDES.
 FP0229
 FP0229                          STATION RECOVERY (1971)
 FP0229
 FP0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRM)
 FP0229'6.9 MI NE ALONG I-40 FROM THE INTERSECTION OF I-40 AND U.S. 666
 FP0229'AT SANDERS, 300 FEET N. OF WEST BOUND LANE.  ABOUT 0.25 MI NW
 FP0229'OF BIG ARROW OVERPASS.  PAST END AND BELOW THE TOP OF A LOW
 FP0229'WOODED RIDGE.  ALSO 75 FEET N OF RIGHT OF WAY FENCE OF I-40.
 FP0229
 FP0229                          STATION RECOVERY (1983)
 FP0229
 FP0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0229'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.9 KM (13.0
 FP0229'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0229'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7 KM (0.45 MI)
 FP0229'NORTHEAST OF MILEPOST 346, 0.3 KM (0.2 MI) SOUTHWEST OF THE BIG ARROW
 FP0229'ROAD OVERPASS, IN THE CENTER OF THE NORTHEASTERN 1/2 OF A 12 BY 18 FT
 FP0229'EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF A SMALL RIDGE, 97.5
 FP0229'METERS (319.9 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 FP0229'LANES OF THE HIGHWAY, 22.0 METERS (72.2 FT) NORTHWEST OF A FENCE, 8.7
 FP0229'METERS (28.5 FT) NORTHEAST OF REFERENCE MARK 1 AND 4.8 METERS (15.7
 FP0229'FT) SOUTHEAST OF REFERENCE MARK 2.
 FP0229'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 FP0229'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0230 ***********************************************************************
 FP0230  DESIGNATION -  GOOD NEWS RM 1
 FP0230  PID         -  FP0230
 FP0230  STATE/COUNTY-  AZ/APACHE
 FP0230  USGS QUAD   -  HOUCK (1971)
 FP0230
 FP0230                         *CURRENT SURVEY CONTROL
 FP0230  ___________________________________________________________________
 FP0230* NAD 83(1986)-  35 16 55.     (N)    109 14 35.     (W)     SCALED    
 FP0230* NAVD 88     -      1849.656  (meters)    6068.41   (feet)  ADJUSTED  
 FP0230  ___________________________________________________________________
 FP0230  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0230  DYNAMIC HT  -        1847.086 (meters)    6059.98  (feet)  COMP
 FP0230  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 FP0230
 FP0230  VERT ORDER  -  SECOND    CLASS 0
 FP0230
 FP0230.The horizontal coordinates were scaled from a topographic map and have
 FP0230.an estimated accuracy of +/- 6 seconds.
 FP0230
 FP0230.The orthometric height was determined by differential leveling
 FP0230.and adjusted by the National Geodetic Survey in June 1991..
 FP0230
 FP0230.The geoid height was determined by GEOID03.
 FP0230
 FP0230.The dynamic height is computed by dividing the NAVD 88
 FP0230.geopotential number by the normal gravity value computed on the
 FP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0230.degrees latitude (g = 980.6199 gals.).
 FP0230
 FP0230.The modeled gravity was interpolated from observed gravity values.
 FP0230
 FP0230;                    North         East    Units  Estimated Accuracy
 FP0230;SPC AZ E     -   475,240.      297,380.      MT  (+/- 180 meters Scaled)
 FP0230
 FP0230                          SUPERSEDED SURVEY CONTROL
 FP0230
 FP0230  NGVD 29 (??/??/92) 1848.709  (m)         6065.31   (f) ADJ UNCH    2 0
 FP0230
 FP0230.Superseded values are not recommended for survey control.
 FP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0230.See file dsdata.txt to determine how the superseded data were derived.
 FP0230
 FP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE597057(NAD 83)
 FP0230_MARKER: DR = REFERENCE MARK DISK
 FP0230_SETTING: 0 = UNSPECIFIED SETTING
 FP0230_STAMPING: GOOD NEWS NO 1 1959
 FP0230_MARK LOGO: CGS   
 FP0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0230
 FP0230  HISTORY     - Date     Condition        Report By
 FP0230  HISTORY     - 1959     MONUMENTED       CGS
 FP0230  HISTORY     - 1983     GOOD             NGS
 FP0230
 FP0230                          STATION DESCRIPTION
 FP0230
 FP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0230'7.5 MI E FROM SANDERS.
 FP0230'7.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0230'ABOUT 0.3 MILE EAST OF THE BIG ARROWS TRADING POST, ABOUT 0.2 MILE
 FP0230'WEST OF THE ROAD LEADING TO THE GOOD NEWS MISSION, SET ON THE NORTH
 FP0230'SIDE OF THE HIGHWAY AND ABOUT MIDWAY OF A DEEP HIGHWAY CUT, 39 FEET
 FP0230'SOUTHEAST OF THE TRANSMISSION POLE, CEMENTED IN A DRILL HOLE IN
 FP0230'BEDROCK THAT IS FLUSH TO THE SOUTH AND FALLS AWAY 2 FEET TO THE NORTH.
 FP0230
 FP0230                          STATION RECOVERY (1983)
 FP0230
 FP0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0230'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.9 KM (13.0
 FP0230'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0230'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7 KM (0.45 MI)
 FP0230'NORTHEAST OF MILEPOST 346, 0.3 KM (0.2 MI) SOUTHWEST OF THE BIG ARROW
 FP0230'ROAD OVERPASS, IN THE CENTER OF A 3 BY 5 FT EXPOSED AREA OF
 FP0230'OUTCROPPING BEDROCK ON TOP OF A SMALL RIDGE, 89.0 METERS (292.0 FT)
 FP0230'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0230'HIGHWAY, 18.5 METERS (60.7 FT) NORTHWEST OF A FENCE AND 8.7 METERS
 FP0230'(28.5 FT) SOUTHWEST OF THE STATION MARK.  NOTE=NOT LEVELED TO THIS
 FP0230'SURVEY.
 FP0230'THE MARK IS 6.3 METERS  SW FROM A WITNESS POST.
 FP0230'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2169 ***********************************************************************
 DU2169  DESIGNATION -  GOODYEAR
 DU2169  PID         -  DU2169
 DU2169  STATE/COUNTY-  AZ/MARICOPA
 DU2169  USGS QUAD   -  GUADALUPE (1982)
 DU2169
 DU2169                         *CURRENT SURVEY CONTROL
 DU2169  ___________________________________________________________________
 DU2169* NAD 83(1992)-  33 15 56.30132(N)    111 53 50.59674(W)     ADJUSTED  
 DU2169* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 DU2169  ___________________________________________________________________
 DU2169  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2169  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2169
 DU2169  HORZ ORDER  -  FIRST
 DU2169
 DU2169.The horizontal coordinates were established by classical geodetic methods
 DU2169.and adjusted by the National Geodetic Survey in August 1993..
 DU2169
 DU2169.The orthometric height was scaled from a topographic map.
 DU2169
 DU2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2169
 DU2169.The geoid height was determined by GEOID03.
 DU2169
 DU2169;                    North         East     Units Scale Factor Converg.
 DU2169;SPC AZ C     -   251,209.968   215,156.057   MT  0.99990004   +0 00 38.1
 DU2169;SPC AZ C     -   824,179.69    705,892.58   iFT  0.99990004   +0 00 38.1
 DU2169;UTM  12      - 3,681,095.405   416,420.491   MT  0.99968612   -0 29 32.2
 DU2169
 DU2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2169!SPC AZ C     -   0.99994762  x   0.99990004  =   0.99984767
 DU2169!UTM  12      -   0.99994762  x   0.99968612  =   0.99963376
 DU2169
 DU2169:                Primary Azimuth Mark                     Grid Az
 DU2169:SPC AZ C     -  CHANDLER OLD MUNICIPAL TANK              055 08 40.1
 DU2169:UTM  12      -  CHANDLER OLD MUNICIPAL TANK              055 38 50.4
 DU2169
 DU2169|---------------------------------------------------------------------|
 DU2169| PID    Reference Object                     Distance      Geod. Az  |
 DU2169|                                                           dddmmss.s |
 DU2169| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX. 6.7 KM 0550918.2 |
 DU2169| CH5241 GOODYEAR RM 1                        24.780 METERS 08656     |
 DU2169| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX. 4.2 KM 1295430.7 |
 DU2169| DU2118 SACATON PEAK AIR BEACON             APPROX.35.8 KM 1442453.2 |
 DU2169| DU2171 GOODYEAR RM 2                        18.652 METERS 19033     |
 DU2169|---------------------------------------------------------------------|
 DU2169
 DU2169                          SUPERSEDED SURVEY CONTROL
 DU2169
 DU2169  NAD 83(1986)-  33 15 56.29515(N)    111 53 50.60082(W) AD(       ) 1
 DU2169  NAD 27      -  33 15 56.11370(N)    111 53 48.09400(W) AD(       ) 1
 DU2169
 DU2169.Superseded values are not recommended for survey control.
 DU2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2169.See file dsdata.txt to determine how the superseded data were derived.
 DU2169
 DU2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1642081095(NAD 83)
 DU2169_MARKER: DS = TRIANGULATION STATION DISK
 DU2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2169
 DU2169  HISTORY     - Date     Condition        Report By
 DU2169  HISTORY     - 1935     MONUMENTED       CGS
 DU2169  HISTORY     - 1959     SEE DESCRIPTION  AMS
 DU2169  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DU2169
 DU2169                          STATION DESCRIPTION
 DU2169
 DU2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2169'ABOUT 4 MILES SOUTHWEST OF THE TOWN OF CHANDLER, ON A SMALL
 DU2169'SANDY RISE IN THE MIDDLE OF SEC. 12, T. 2 S., R. 4 E.  MARKED
 DU2169'BY A STANDARD BRONZE DISK.  REFERENCE
 DU2169'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 24.780
 DU2169'METERS (81.30 FEET) FROM STATION N 86 DEG 57 MIN E.
 DU2169'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2169'IS 18.660 METERS (61.22 FEET) FROM STATION S 10 DEG 33 MIN W.
 DU2169
 DU2169                          STATION RECOVERY (1959)
 DU2169
 DU2169'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DU2169'STATION AND REFERENCE MARK 1 FOUND DESTROYED.
 DU2169'
 DU2169'REFERENCE MARK 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2169
 DU2169                          STATION RECOVERY (1962)
 DU2169
 DU2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2169'THE STATION WAS RECOVERED, THE SURFACE STATION MARK AND REFERENCE
 DU2169'MARK 1 HAD BEEN DESTROYED, THE SUB SURFACE MARK WAS FOUND TO BE
 DU2169'LOOSE IN THE GROUND AND REFERENCE MARK 2 WAS FOUND TO BE IN
 DU2169'GOOD CONDITION.
 DU2169'
 DU2169'STATION GOODYEAR 2 WAS ESTABLISHED AT THIS TIME, IN THE
 DU2169'APPROXIMATE LOCATION OF THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2170 ***********************************************************************
 DU2170  DESIGNATION -  GOODYEAR 2
 DU2170  PID         -  DU2170
 DU2170  STATE/COUNTY-  AZ/MARICOPA
 DU2170  USGS QUAD   -  GUADALUPE (1982)
 DU2170
 DU2170                         *CURRENT SURVEY CONTROL
 DU2170  ___________________________________________________________________
 DU2170* NAD 83(1992)-  33 15 56.29017(N)    111 53 50.59370(W)     ADJUSTED  
 DU2170* NAVD 88     -       363.2    (meters)    1192.     (feet)  VERTCON   
 DU2170  ___________________________________________________________________
 DU2170  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2170  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2170
 DU2170  HORZ ORDER  -  SECOND
 DU2170
 DU2170.The horizontal coordinates were established by classical geodetic methods
 DU2170.and adjusted by the National Geodetic Survey in August 1993..
 DU2170
 DU2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2170
 DU2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2170
 DU2170.The geoid height was determined by GEOID03.
 DU2170
 DU2170;                    North         East     Units Scale Factor Converg.
 DU2170;SPC AZ C     -   251,209.624   215,156.136   MT  0.99990004   +0 00 38.1
 DU2170;SPC AZ C     -   824,178.56    705,892.83   iFT  0.99990004   +0 00 38.1
 DU2170;UTM  12      - 3,681,095.061   416,420.567   MT  0.99968612   -0 29 32.2
 DU2170
 DU2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2170!SPC AZ C     -   0.99994767  x   0.99990004  =   0.99984772
 DU2170!UTM  12      -   0.99994767  x   0.99968612  =   0.99963381
 DU2170
 DU2170:                Primary Azimuth Mark                     Grid Az
 DU2170:SPC AZ C     -  GOODYEAR 2 AZ MK                         034 03 10.9
 DU2170:UTM  12      -  GOODYEAR 2 AZ MK                         034 33 21.2
 DU2170
 DU2170|---------------------------------------------------------------------|
 DU2170| PID    Reference Object                     Distance      Geod. Az  |
 DU2170|                                                           dddmmss.s |
 DU2170| CH5242 GOODYEAR 2 AZ MK                                   0340349.0 |
 DU2170| CH5243 GOODYEAR 2 RM 3                      21.496 METERS 06332     |
 DU2170| DU2171 GOODYEAR RM 2                        18.330 METERS 19100     |
 DU2170|---------------------------------------------------------------------|
 DU2170
 DU2170                          SUPERSEDED SURVEY CONTROL
 DU2170
 DU2170  NAD 83(1986)-  33 15 56.28395(N)    111 53 50.59779(W) AD(       ) 2
 DU2170  NAD 27      -  33 15 56.10210(N)    111 53 48.09110(W) AD(       ) 2
 DU2170  NGVD 29 (07/19/86)  362.7    (m)         1190.     (f) VERT ANG       
 DU2170
 DU2170.Superseded values are not recommended for survey control.
 DU2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2170.See file dsdata.txt to determine how the superseded data were derived.
 DU2170
 DU2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1642181095(NAD 83)
 DU2170_MARKER: DS = TRIANGULATION STATION DISK
 DU2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2170+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2170
 DU2170  HISTORY     - Date     Condition        Report By
 DU2170  HISTORY     - 1962     MONUMENTED       CGS
 DU2170  HISTORY     - 1986     GOOD             LOCSUR
 DU2170  HISTORY     - 20060910 GOOD             GEOCAC
 DU2170
 DU2170                          STATION DESCRIPTION
 DU2170
 DU2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2170'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CHANDLER AND
 DU2170'ABOUT 4 MILES NORTH OF THE MARICOPA-PINAL COUNTY LINE ON A
 DU2170'SMALL SANDY RISE IN THE MIDDLE OF SECTION 12, T2S, R4E.
 DU2170'
 DU2170'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA AVE. AND
 DU2170'CLEVELAND AVE. WHICH CHANGES TO WILLIAMS FIELD ROAD, GO WEST ON
 DU2170'CLEAVELAND AVE. FOR 3.0 MILES TO THE INTERSECTION OF WILLIAMS FIELD
 DU2170'ROAD AND PRICE ROAD, TURN LEFT AND GO SOUTH ON PRICE ROAD FOR
 DU2170'2.05 MILES TO GERMANN ROAD, CONTINUE SOUTH ON PRICE ROAD FOR
 DU2170'0.45 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE SOUTH ON PRICE
 DU2170'ROAD FOR 0.35 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND GO
 DU2170'WEST THROUGH DUMPING GROUNDS FOR 0.15 MILE TO A FORK, KEEP
 DU2170'LEFT FORK FOR 0.1 MILE PASSING TO THE LEFT OF BEE HIVES,
 DU2170'CONTINUE FOR 0.1 MILE TO A DIM FORK, KEEP RIGHT FOR ABOUT 0.05
 DU2170'MILE TO THE STATION ON RIGHT AS DESCRIBED.
 DU2170'
 DU2170'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 DU2170'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 DU2170'STAMPED GOODYEAR 2 1962.  THE MARK IS 66 FEET NORTHEAST OF A
 DU2170'TRACK ROAD AND 3.4 FEET NORTHWEST OF THE WITNESS POST.
 DU2170'
 DU2170'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU2170'OF A 12 SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DU2170'AND STAMPED GOODYEAR NO 2 1935.  THE MARK IS 58.6 FEET SOUTH
 DU2170'OF THE WITNESS POST AND 18 FEET EAST OF A TRACK ROAD.
 DU2170'
 DU2170'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU2170'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND
 DU2170'STAMPED GOODYEAR 2 NO 3 1962.  THE MARK IS 69.3 FEET NORTHEAST
 DU2170'OF THE WITNESS POST AND 37 FEET NORTH OF A TRACK ROAD.
 DU2170'
 DU2170'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 DU2170'INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND STAMPED
 DU2170'GOODYEAR 2 1962.  THE MARK IS 28 FEET WEST OF THE CENTER OF
 DU2170'ROAD, 2.4 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF
 DU2170'THE FENCE.
 DU2170'
 DU2170'HEIGHT OF LIGHT ABOVE STATION MARK 21.99 METERS.
 DU2170
 DU2170                          STATION RECOVERY (1986)
 DU2170
 DU2170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DU2170'RECOVERED IN GOOD CONDITION.
 DU2170
 DU2170                          STATION RECOVERY (2006)
 DU2170
 DU2170'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2170'THE STATION AND RM2 WERE RECOVERED. RM1 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2119 ***********************************************************************
 DV2119  DESIGNATION -  GOODYEAR AIRCRAFT CORP TANK
 DV2119  PID         -  DV2119
 DV2119  STATE/COUNTY-  AZ/MARICOPA
 DV2119  USGS QUAD   -  TOLLESON (1982)
 DV2119
 DV2119                         *CURRENT SURVEY CONTROL
 DV2119  ___________________________________________________________________
 DV2119* NAD 83(1992)-  33 25 54.52900(N)    112 21 43.31049(W)     ADJUSTED  
 DV2119* NAVD 88     -                                                        
 DV2119  ___________________________________________________________________
 DV2119  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DV2119  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2119
 DV2119  HORZ ORDER  -  THIRD
 DV2119
 DV2119.The horizontal coordinates were established by classical geodetic methods
 DV2119.and adjusted by the National Geodetic Survey in August 1993..
 DV2119
 DV2119
 DV2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2119
 DV2119.The geoid height was determined by GEOID03.
 DV2119
 DV2119;                    North         East     Units Scale Factor Converg.
 DV2119;SPC AZ C     -   269,727.147   171,947.202   MT  0.99992114   -0 14 43.3
 DV2119;SPC AZ C     -   884,931.58    564,131.24   iFT  0.99992114   -0 14 43.3
 DV2119;UTM  12      - 3,699,988.747   373,383.446   MT  0.99979765   -0 45 01.8
 DV2119
 DV2119                          SUPERSEDED SURVEY CONTROL
 DV2119
 DV2119  NAD 83(1986)-  33 25 54.52335(N)    112 21 43.31509(W) AD(       ) 4
 DV2119  NAD 27      -  33 25 54.36900(N)    112 21 40.74700(W) AD(       ) 3
 DV2119
 DV2119.Superseded values are not recommended for survey control.
 DV2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2119.See file dsdata.txt to determine how the superseded data were derived.
 DV2119
 DV2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7338399989(NAD 83)
 DV2119_MARKER: 53 = ELEVATED TANK
 DV2119
 DV2119  HISTORY     - Date     Condition        Report By
 DV2119  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2119  HISTORY     - 19960305 GOOD             USPSQD
 DV2119
 DV2119                          STATION DESCRIPTION
 DV2119
 DV2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2119'STATION IS LOCATED IN THE WEST EDGE OF THE TOWN OF GOODYEAR,
 DV2119'0.25 MILE SOUTH OF WESTERN AVE., 0.2 MILE WEST OF LITCHFIELD
 DV2119'RD., AND WEST OF THE MAIN BUILDINGS OF THE GOODYEAR AIRCRAFT
 DV2119'CORP.
 DV2119'
 DV2119'THE STATION HAS 4 LEGS AND IS PAINTED WHITE WITH GOODYEAR
 DV2119'PRINTED ON IT, AND IS APPROXIMATELY 100 FEET HIGH.
 DV2119'
 DV2119'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2119
 DV2119                          STATION RECOVERY (1996)
 DV2119
 DV2119'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2182 ***********************************************************************
 DV2182  DESIGNATION -  GOOGIE
 DV2182  PID         -  DV2182
 DV2182  STATE/COUNTY-  AZ/YAVAPAI
 DV2182  USGS QUAD   -  WICKENBURG (1978)
 DV2182
 DV2182                         *CURRENT SURVEY CONTROL
 DV2182  ___________________________________________________________________
 DV2182* NAD 83(1992)-  33 58 34.76778(N)    112 38 54.68250(W)     ADJUSTED  
 DV2182* NAVD 88     -       837.7    (meters)    2748.     (feet)  VERTCON   
 DV2182  ___________________________________________________________________
 DV2182  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 DV2182  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DV2182
 DV2182  HORZ ORDER  -  FIRST
 DV2182
 DV2182.The horizontal coordinates were established by classical geodetic methods
 DV2182.and adjusted by the National Geodetic Survey in August 1993..
 DV2182
 DV2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2182
 DV2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2182
 DV2182.The geoid height was determined by GEOID03.
 DV2182
 DV2182;                    North         East     Units Scale Factor Converg.
 DV2182;SPC AZ C     -   330,269.336   145,734.932   MT  0.99995636   -0 24 32.4
 DV2182;SPC AZ C     - 1,083,560.81    478,132.98   iFT  0.99995636   -0 24 32.4
 DV2182;UTM  12      - 3,760,755.421   347,712.307   MT  0.99988589   -0 55 17.2
 DV2182
 DV2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2182!SPC AZ C     -   0.99987311  x   0.99995636  =   0.99982948
 DV2182!UTM  12      -   0.99987311  x   0.99988589  =   0.99975902
 DV2182
 DV2182:                Primary Azimuth Mark                     Grid Az
 DV2182:SPC AZ C     -  QUINCE                                   107 15 22.0
 DV2182:UTM  12      -  QUINCE                                   107 46 06.8
 DV2182
 DV2182|---------------------------------------------------------------------|
 DV2182| PID    Reference Object                     Distance      Geod. Az  |
 DV2182|                                                           dddmmss.s |
 DV2182| DV2170 QUINCE                              APPROX. 9.5 KM 1065049.6 |
 DV2182|---------------------------------------------------------------------|
 DV2182
 DV2182                          SUPERSEDED SURVEY CONTROL
 DV2182
 DV2182  NAD 83(1986)-  33 58 34.76506(N)    112 38 54.68471(W) AD(       ) 1
 DV2182  NAD 27      -  33 58 34.65200(N)    112 38 52.04100(W) AD(       ) 1
 DV2182  NGVD 29 (07/19/86)  837.0    (m)         2746.     (f) VERT ANG       
 DV2182
 DV2182.Superseded values are not recommended for survey control.
 DV2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2182.See file dsdata.txt to determine how the superseded data were derived.
 DV2182
 DV2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4771260755(NAD 83)
 DV2182_MARKER: DS = TRIANGULATION STATION DISK
 DV2182_SETTING: 80 = SET IN A BOULDER
 DV2182_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2182+STABILITY: SURFACE MOTION
 DV2182
 DV2182  HISTORY     - Date     Condition        Report By
 DV2182  HISTORY     - 1924     MONUMENTED       CGS
 DV2182  HISTORY     - 1955     GOOD             CGS
 DV2182
 DV2182                          STATION DESCRIPTION
 DV2182
 DV2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2182'ABOUT 6 MILES EAST OF WICKENBURG, AND 1 MILE SOUTHWEST OF THE
 DV2182'OLD WICKENBURG-HOT SPRINGS JUNCTION ROAD AT A POINT ABOUT
 DV2182'8 MILES FROM WICKENBURG.  STATION IS ON A LOW RIDGE, THE
 DV2182'HIGHEST BETWEEN THE HASSAYAMPA RIVER AND THE WASH RUNNING
 DV2182'SOUTH FROM TUB SPRINGS CROSSED BY THE BOUNDARY.  THIS RIDGE
 DV2182'IS ONE OF MANY SIMILAR RIDGES IN THE VICINITY.  MARKED BY A
 DV2182'STANDARD BRONZE DISK.
 DV2182
 DV2182                          STATION RECOVERY (1955)
 DV2182
 DV2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV2182'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 DV2182'FOLLOWS--
 DV2182'
 DV2182'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 60, 70 AND 89
 DV2182'IN WICKENBURG GO SOUTH ON U.S. HIGHWAY 60 AND 70 FOR 0.3
 DV2182'MILE TO A GOLDEN EAGLE SERVICE STATION, TURN LEFT FOR 0.05
 DV2182'MILE TO CONSTELLATION ROAD, TURN RIGHT AND GO 0.6 MILE TO
 DV2182'A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A FORK,
 DV2182'TAKE THE RIGHT FORK AND GO 0.9 MILE TO A FORK, TAKE RIGHT FORK
 DV2182'1.1 MILES TO A FORK, TAKE RIGHT FORK 0.5 MILE TO A FORK, TAKE
 DV2182'RIGHT FORK 1.2 MILES TO A FORK, TAKE RIGHT FORK 0.2 MILE TO
 DV2182'TO A FORK, TAKE RIGHT FORK 0.1 MILE TO THE END OF TRUCK
 DV2182'TRAVEL.  FROM HERE PACK SOUTHWEST BETWEEN TWO HILLS TO A LARGE
 DV2182'WASH.  CROSS THE WASH TO THE TOP OF THE RIDGE TO THE LEFT, TURN
 DV2182'RIGHT AND FOLLOW THE TOP OF THE RIDGE TO THE STATION.
 DV2182'
 DV2182'THE MARK IS A STANDARD DISK STAMPED GOOGIE 1924 SET IN A DRILL
 DV2182'HOLE.  IT IS 93 FT. NORTHEAST OF A MARICOPA-YAVAPAI COUNTY LINE
 DV2182'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0522 ***********************************************************************
 ER0522  DESIGNATION -  GORDO
 ER0522  PID         -  ER0522
 ER0522  STATE/COUNTY-  AZ/APACHE
 ER0522  USGS QUAD   -  BOUNDARY BUTTE (1984)
 ER0522
 ER0522                         *CURRENT SURVEY CONTROL
 ER0522  ___________________________________________________________________
 ER0522* NAD 83(1992)-  34 07 34.07975(N)    109 43 39.36516(W)     ADJUSTED  
 ER0522* NAVD 88     -      2794.0    (meters)    9167.     (feet)  VERTCON   
 ER0522  ___________________________________________________________________
 ER0522  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 ER0522  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0522
 ER0522  HORZ ORDER  -  SECOND
 ER0522
 ER0522.The horizontal coordinates were established by classical geodetic methods
 ER0522.and adjusted by the National Geodetic Survey in August 1993..
 ER0522
 ER0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0522
 ER0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0522
 ER0522.The geoid height was determined by GEOID03.
 ER0522
 ER0522;                    North         East     Units Scale Factor Converg.
 ER0522;SPC AZ E     -   346,730.654   253,858.993   MT  0.99992021   +0 14 46.8
 ER0522;SPC AZ E     - 1,137,567.76    832,870.71   iFT  0.99992021   +0 14 46.8
 ER0522;UTM  12      - 3,776,872.513   617,332.893   MT  0.99976970   +0 42 50.1
 ER0522
 ER0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0522!SPC AZ E     -   0.99956517  x   0.99992021  =   0.99948541
 ER0522!UTM  12      -   0.99956517  x   0.99976970  =   0.99933497
 ER0522
 ER0522|---------------------------------------------------------------------|
 ER0522| PID    Reference Object                     Distance      Geod. Az  |
 ER0522|                                                           dddmmss.s |
 ER0522| CD2954 GORDO RM 1                           14.124 METERS 06922     |
 ER0522| CS4084 GORDO LOT                            10.707 METERS 09352     |
 ER0522| CD2955 GORDO RM 2                           20.955 METERS 13123     |
 ER0522| CD2953 GORDO AZ MK                                        2265243.2 |
 ER0522|---------------------------------------------------------------------|
 ER0522
 ER0522                          SUPERSEDED SURVEY CONTROL
 ER0522
 ER0522  NAD 83(1986)-  34 07 34.07708(N)    109 43 39.37094(W) AD(       ) 2
 ER0522  NAD 27      -  34 07 33.91840(N)    109 43 37.01160(W) AD(       ) 2
 ER0522  NGVD 29 (07/19/86) 2792.9    (m)         9163.     (f) VERT ANG       
 ER0522
 ER0522.Superseded values are not recommended for survey control.
 ER0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0522.See file dsdata.txt to determine how the superseded data were derived.
 ER0522
 ER0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1733376873(NAD 83)
 ER0522_MARKER: DS = TRIANGULATION STATION DISK
 ER0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0522
 ER0522  HISTORY     - Date     Condition        Report By
 ER0522  HISTORY     - 1958     MONUMENTED       CGS
 ER0522  HISTORY     - 1960     GOOD             USGS
 ER0522  HISTORY     - 1972     GOOD             AZHD
 ER0522
 ER0522                          STATION DESCRIPTION
 ER0522
 ER0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0522'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SHOW LOW,
 ER0522'8 MILES NORTHEAST OF MC NARY AND PLACED ON A MOUNTAIN WITH A
 ER0522'CONE SHAPED SUMMIT HAVING A SPARCE COVERAGE OF PINE AND POPLAR
 ER0522'TREES, WHICH RISES TO AN ELEVATION OF ABOUT 9190 FEET AND IS IN
 ER0522'THE FORT APACHE INDIAN RESERVATION, WITH A 50 FOOT STEEL LOOKOUT
 ER0522'TOWER (ABANDONED) STANDING ON THE HIGHEST POINT.  IT IS 25 FEET
 ER0522'WEST OF THE SOUTHWEST LEG OF AN ABANDONED LOOKOUT TOWER.  THE
 ER0522'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 ER0522'STAMPED GORDO 1958.
 ER0522'
 ER0522'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 ER0522'FOUNDATION OF THE NORTHEAST LEG OF ABANDONED LOOKOUT TOWER AND
 ER0522'ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 3
 ER0522'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GORDO NO 1
 ER0522'1958.
 ER0522'
 ER0522'REFERENCE MARK NO. 2 IS 46 FEET SOUTHEAST OF THE SOUTHEAST LEG
 ER0522'OF ABANDONED LOOKOUT TOWER AND ABOUT 3 FEET LOWER THAN THE
 ER0522'STATION.  THE MARK PROJECTS 10 INCHES ABOVE THE SURFACE OF THE
 ER0522'GROUND AND IS STAMPED GORDO NO 2 1958.
 ER0522'
 ER0522'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF A TRACK ROAD,
 ER0522'2 FEET EAST OF A PINE TREE AND 1 FOOT WEST-NORTHWEST OF A
 ER0522'WITNESS POST.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF
 ER0522'THE GROUND AND IS STAMPED GORDO 1958.
 ER0522'
 ER0522'TO REACH FROM THE POST OFFICE IN MC NARY, GO 0.05 MILE EAST THEN
 ER0522'1 BLOCK NORTH TO STATE HIGHWAY 73, TURN RIGHT EAST ON STATE
 ER0522'HIGHWAY 73 AND GO 3.4 MILES TO A SIDE ROAD LEFT AT SIGN READING
 ER0522'HAYSTACK, TURN LEFT GOING NORTHERLY FOR 0.5 MILE TO A FORK JUST
 ER0522'BEFORE REACHING A WIRE GATE, TAKE RIGHT FORK PASSING THROUGH WIRE
 ER0522'GATE AND CONTINUE NORTHERLY ON A TRACK AND BLADED ROAD FOR 0.1
 ER0522'MILE TO A FORK, KEEP LEFT FORK FOR 0.25 MILE TO A WIRE GATE,
 ER0522'PASS THROUGH WIRE GATE AND CONTINUE NORTHERLY FOR 3.25 MILES TO
 ER0522'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON BLADED
 ER0522'ROAD NORTHEASTERLY FOR 0.3 MILE TO A WIRE GATE, PASS THROUGH
 ER0522'WIRE GATE AND CONTINUE FOR 0.7 MILE TO A DIM FORK LEFT,
 ER0522'KEEP RIGHT FORK AND CONTINUE ON BLADED ROAD FOR 2.0 MILES TO
 ER0522'A DIM FORK RIGHT, KEEP LEFT ON BLADED ROAD UP MOUNTAIN
 ER0522'GRADE FOR 2.3 MILES TO THE SUMMIT AND STATION AS DESCRIBED.
 ER0522'
 ER0522'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 ER0522
 ER0522                          STATION RECOVERY (1960)
 ER0522
 ER0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0522'RECOVERED IN GOOD CONDITION.
 ER0522
 ER0522                          STATION RECOVERY (1972)
 ER0522
 ER0522'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0522'GENERAL LOCATION AS PER DESCRIPTION.
 ER0522'
 ER0522'TO REACH AS PER DESCRIPTION.
 ER0522'
 ER0522'STATION MARK IN AND GOOD.
 ER0522'
 ER0522'REFERENCE MARKS IN AND GOOD R.M. 1 AND R.M. 2.
 ER0522'
 ER0522'AZIMUTH MARK IN AND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1792 ***********************************************************************
 DU1792  DESIGNATION -  GORDO
 DU1792  PID         -  DU1792
 DU1792  STATE/COUNTY-  AZ/MARICOPA
 DU1792  USGS QUAD   -  ADAMS MESA (1964)
 DU1792
 DU1792                         *CURRENT SURVEY CONTROL
 DU1792  ___________________________________________________________________
 DU1792* NAD 83(1992)-  33 39 24.60008(N)    111 31 22.14006(W)     ADJUSTED  
 DU1792* NAVD 88     -       743.51   (+/-2cm)    2439.3    (feet)  VERTCON   
 DU1792  ___________________________________________________________________
 DU1792  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 DU1792  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DU1792
 DU1792  HORZ ORDER  -  SECOND
 DU1792  VERT ORDER  -  THIRD ? (See Below)
 DU1792
 DU1792.The horizontal coordinates were established by classical geodetic methods
 DU1792.and adjusted by the National Geodetic Survey in August 1993..
 DU1792
 DU1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1792.The vertical order pertains to the NGVD 29 superseded value.
 DU1792
 DU1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1792
 DU1792.The geoid height was determined by GEOID03.
 DU1792
 DU1792;                    North         East     Units Scale Factor Converg.
 DU1792;SPC AZ C     -   294,663.436   249,887.867   MT  0.99991644   +0 13 05.8
 DU1792;SPC AZ C     -   966,743.56    819,842.08   iFT  0.99991644   +0 13 05.8
 DU1792;UTM  12      - 3,724,229.976   451,525.469   MT  0.99962897   -0 17 23.1
 DU1792
 DU1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1792!SPC AZ C     -   0.99988781  x   0.99991644  =   0.99980426
 DU1792!UTM  12      -   0.99988781  x   0.99962897  =   0.99951682
 DU1792
 DU1792:                Primary Azimuth Mark                     Grid Az
 DU1792:SPC AZ C     -  TOMBSTONE                                023 09 14.9
 DU1792:UTM  12      -  TOMBSTONE                                023 39 43.8
 DU1792
 DU1792|---------------------------------------------------------------------|
 DU1792| PID    Reference Object                     Distance      Geod. Az  |
 DU1792|                                                           dddmmss.s |
 DU1792| DU1800 TOMBSTONE                           APPROX. 5.2 KM 0232220.7 |
 DU1792| DU1810 GORDO RM 1                           10.740 METERS 02959     |
 DU1792| DU1811 GORDO RM 2                           11.525 METERS 20958     |
 DU1792|---------------------------------------------------------------------|
 DU1792
 DU1792                          SUPERSEDED SURVEY CONTROL
 DU1792
 DU1792  NAD 83(1986)-  33 39 24.59493(N)    111 31 22.14482(W) AD(       ) 2
 DU1792  NGVD 29 (07/10/87)  742.91   (m)         2437.4    (f) LEVELING    3  
 DU1792
 DU1792.Superseded values are not recommended for survey control.
 DU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1792.See file dsdata.txt to determine how the superseded data were derived.
 DU1792
 DU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5152524230(NAD 83)
 DU1792_MARKER: DS = TRIANGULATION STATION DISK
 DU1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1792+STABILITY: SURFACE MOTION
 DU1792
 DU1792  HISTORY     - Date     Condition        Report By
 DU1792  HISTORY     - 1981     MONUMENTED       AZDT
 DU1792
 DU1792                          STATION DESCRIPTION
 DU1792
 DU1792'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1792'THE STATION IS LOCATED 15 MILES SOUTHWEST OF SUNFLOWER, 8.5 MILES
 DU1792'NORTHEAST OF FORT MCDOWELL ALONG ARIZONA HIGHWAY 87.
 DU1792'
 DU1792'THE STATION MARK IS AN AZDT DISK STAMPED---GORDO 1981---SET IN
 DU1792'TOP OF A CONCRETE MONUMENT 6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1792'
 DU1792'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GORDO RM 1 1981---SET
 DU1792'IN TOP OF A CONCRETE MONUMENT.
 DU1792'
 DU1792'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GORDO RM 2 1981---SET
 DU1792'IN TOP OF A CONCRETE MONUMENT.
 DU1792'
 DU1792'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1792'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1792'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH FOR 48.2 MILES TO THE
 DU1792'DESERT VISTA REST AREA ON THE LEFT, CONTINUE SOUTH ALONG THE HIGHWAY
 DU1792'FOR 0.3 MILE TO THE STATION ABOVE A TRAFFIC PULLOUT AREA ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0694 ***********************************************************************
 FQ0694  DESIGNATION -  GORGE
 FQ0694  PID         -  FQ0694
 FQ0694  STATE/COUNTY-  AZ/COCONINO
 FQ0694  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0694
 FQ0694                         *CURRENT SURVEY CONTROL
 FQ0694  ___________________________________________________________________
 FQ0694* NAD 83(1992)-  35 56 22.40679(N)    111 39 54.05479(W)     ADJUSTED  
 FQ0694* NAVD 88     -      1730.8    (meters)    5678.     (feet)  VERTCON   
 FQ0694  ___________________________________________________________________
 FQ0694  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 FQ0694  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0694
 FQ0694  HORZ ORDER  -  SECOND
 FQ0694
 FQ0694.The horizontal coordinates were established by classical geodetic methods
 FQ0694.and adjusted by the National Geodetic Survey in August 1993..
 FQ0694
 FQ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0694
 FQ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0694
 FQ0694.The geoid height was determined by GEOID03.
 FQ0694
 FQ0694;                    North         East     Units Scale Factor Converg.
 FQ0694;SPC AZ C     -   547,836.214   236,064.876   MT  0.99990635   +0 08 51.7
 FQ0694;SPC AZ C     - 1,797,362.91    774,491.06   iFT  0.99990635   +0 08 51.7
 FQ0694;UTM  12      - 3,977,448.839   440,017.634   MT  0.99964433   -0 23 25.2
 FQ0694
 FQ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0694!SPC AZ C     -   0.99973209  x   0.99990635  =   0.99963847
 FQ0694!UTM  12      -   0.99973209  x   0.99964433  =   0.99937652
 FQ0694
 FQ0694|---------------------------------------------------------------------|
 FQ0694| PID    Reference Object                     Distance      Geod. Az  |
 FQ0694|                                                           dddmmss.s |
 FQ0694| CH2359 GORGE RM 1                           14.704 METERS 09700     |
 FQ0694| CH2360 GORGE RM 2                           11.530 METERS 24600     |
 FQ0694| FQ0695 MULE                                APPROX. 3.2 KM 2703654.4 |
 FQ0694|---------------------------------------------------------------------|
 FQ0694
 FQ0694                          SUPERSEDED SURVEY CONTROL
 FQ0694
 FQ0694  NAD 83(1986)-  35 56 22.40997(N)    111 39 54.05056(W) AD(       ) 2
 FQ0694  NAD 27      -  35 56 22.44575(N)    111 39 51.51375(W) AD(       ) 2
 FQ0694  NGVD 29 (07/19/86) 1729.8    (m)         5675.     (f) VERT ANG       
 FQ0694
 FQ0694.Superseded values are not recommended for survey control.
 FQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0694.See file dsdata.txt to determine how the superseded data were derived.
 FQ0694
 FQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4001877449(NAD 83)
 FQ0694_MARKER: DD = SURVEY DISK
 FQ0694_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0694
 FQ0694  HISTORY     - Date     Condition        Report By
 FQ0694  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0694
 FQ0694                          STATION DESCRIPTION
 FQ0694
 FQ0694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0694'THE STATION IS ABOUT 14.5 MILES NORTHWEST OF CAMERON AND 27 MILES
 FQ0694'SOUTHWEST OF TUBA CITY ON NORTH SIDE OF ARIZONA HWY. 64.
 FQ0694'
 FQ0694'THE STATION IS A AZDT HWY. DIVISION DISK STAMPED GORGE 1977,
 FQ0694'EPOXIED IN A LARGE ROCK.  STATION IS ATOP A HIGHWAY CUT, 98
 FQ0694'FT. NORTH OF ARIZONA HWY. 64, 2.3 FEET SOUTH OF R/W FENCE, MARKED
 FQ0694'WITH A WITNESS POST AND SIGN.
 FQ0694'
 FQ0694'REFERENCE MARK 1 IS A AZDT HWY. DIVISION DISK STAMPED GORGE RM 1
 FQ0694'1977, EPOXIED ON A ROCK, 12.6 FT. SOUTH OF R/W FENCE.
 FQ0694'
 FQ0694'REFERENCE MARK 2 IS A AZDT HWY. DIVISION DISK STAMPED GORGE RM 2
 FQ0694'1977, EPOXIED ON A ROCK, 15.0 FT. S. OF R/W FENCE.
 FQ0694'
 FQ0694'TO REACH STATION FROM CAMERON GO SOUTH ONE MILE ON HWY. 89 TO
 FQ0694'JUNCTION OF ARIZONA HWY. 64, TURN RIGHT (WEST) ON HWY. 64 TO
 FQ0694'M.P. 279.76.  STATION IS ON RIGHT ABOVE HWY. CUT, 98 FT. N. OF
 FQ0694'HWY. CENTERLINE.
 FQ0694'
 FQ0694'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0557 ***********************************************************************
 FQ0557  DESIGNATION -  GOVERN
 FQ0557  PID         -  FQ0557
 FQ0557  STATE/COUNTY-  AZ/COCONINO
 FQ0557  USGS QUAD   -  WING MOUNTAIN (1974)
 FQ0557
 FQ0557                         *CURRENT SURVEY CONTROL
 FQ0557  ___________________________________________________________________
 FQ0557* NAD 83(1992)-  35 21 23.74430(N)    111 51 55.30692(W)     ADJUSTED  
 FQ0557* NAVD 88     -      2482.7    (meters)    8145.     (feet)  VERTCON   
 FQ0557  ___________________________________________________________________
 FQ0557  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FQ0557  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FQ0557
 FQ0557  HORZ ORDER  -  THIRD
 FQ0557
 FQ0557.The horizontal coordinates were established by classical geodetic methods
 FQ0557.and adjusted by the National Geodetic Survey in August 1993..
 FQ0557
 FQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0557
 FQ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0557
 FQ0557.The geoid height was determined by GEOID03.
 FQ0557
 FQ0557;                    North         East     Units Scale Factor Converg.
 FQ0557;SPC AZ C     -   483,133.559   218,022.540   MT  0.99990027   +0 01 46.9
 FQ0557;SPC AZ C     - 1,585,083.85    715,297.05   iFT  0.99990027   +0 01 46.9
 FQ0557;UTM  12      - 3,912,932.920   421,377.304   MT  0.99967618   -0 30 02.8
 FQ0557
 FQ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0557!SPC AZ C     -   0.99961405  x   0.99990027  =   0.99951436
 FQ0557!UTM  12      -   0.99961405  x   0.99967618  =   0.99929036
 FQ0557
 FQ0557:                Primary Azimuth Mark                     Grid Az
 FQ0557:SPC AZ C     -  SQUAW                                    298 59 40.7
 FQ0557:UTM  12      -  SQUAW                                    299 31 30.4
 FQ0557
 FQ0557|---------------------------------------------------------------------|
 FQ0557| PID    Reference Object                     Distance      Geod. Az  |
 FQ0557|                                                           dddmmss.s |
 FQ0557| FR0836 SQUAW                               APPROX.15.4 KM 2990127.6 |
 FQ0557|---------------------------------------------------------------------|
 FQ0557
 FQ0557                          SUPERSEDED SURVEY CONTROL
 FQ0557
 FQ0557  NAD 83(1986)-  35 21 23.74241(N)    111 51 55.30301(W) AD(       ) 3
 FQ0557  NGVD 29 (05/08/89) 2481.6    (m)         8142.     (f) VERT ANG       
 FQ0557
 FQ0557.Superseded values are not recommended for survey control.
 FQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0557.See file dsdata.txt to determine how the superseded data were derived.
 FQ0557
 FQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2137712933(NAD 83)
 FQ0557_MARKER: DD = SURVEY DISK
 FQ0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0557_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FQ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0557+STABILITY: SURFACE MOTION
 FQ0557
 FQ0557  HISTORY     - Date     Condition        Report By
 FQ0557  HISTORY     - 1965     MONUMENTED       USGS
 FQ0557
 FQ0557                          STATION DESCRIPTION
 FQ0557
 FQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0557'LOCATED ABOUT 10.2 MI W. OF HUMPHREYS PEAK, ABOUT 2.5 MI E. OF
 FQ0557'GOVERNMENT MTN., ABOUT 2.3 MI NNW. OF GOVERNMENT KNOLLS.  ON HIGH
 FQ0557'POINT OF SMALL HILL IN GOVERNMENT PRAIRIE.
 FQ0557'
 FQ0557'TO REACH FROM FLAGSTAFF POST OFFICE, DRIVE 14.9 MI N. ALONG U.S.
 FQ0557'HWY. 180 TO T-RD. LEFT, FOREST SERVICE RD. 245 AND SIGN (ANTELOPE
 FQ0557'HILL 4).  TURN LEFT AND FOLLOW FS RD. 245 3.1 MI TO JCT. OF FS RD.
 FQ0557'271.  TURN LEFT ON FS RD. 271 AND TRAVEL 0.6 MI TO Y-FORK.  TURN
 FQ0557'RIGHT AND TRAVEL 1.9 MI TO Y-FORK.  TURN SHARP LEFT AND TRAVEL 1.3
 FQ0557'MI.  TURN LEFT LEAVING RD. AND TRAVEL CROSS-COUNTRY ABOUT 0.5 MI.
 FQ0557'TURN LEFT AND ASCEND STEEP HILL WITH 4-WHEEL DRIVE TO TOP AND
 FQ0557'STATION.
 FQ0557'
 FQ0557'STATION MARK--STANDARD TABLET STAMPED---GOVERN 1965---, SET ON
 FQ0557'COPPER-COATED ROD ENCASED IN CONCRETE ON HIGHEST POINT OF TOP.
 FQ0557'
 FQ0557'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN 8-INCH PINE.
 FQ0557'
 FQ0557'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN 6-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG0959 ***********************************************************************
 CG0959  DESIGNATION -  GOVERNMENT
 CG0959  PID         -  CG0959
 CG0959  STATE/COUNTY-  AZ/COCHISE
 CG0959  USGS QUAD   -  TOMBSTONE (1978)
 CG0959
 CG0959                         *CURRENT SURVEY CONTROL
 CG0959  ___________________________________________________________________
 CG0959* NAD 83(1992)-  31 39 30.89323(N)    110 02 42.27944(W)     ADJUSTED  
 CG0959* NAVD 88     -      1595.3    (meters)    5234.     (feet)  VERTCON   
 CG0959  ___________________________________________________________________
 CG0959  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CG0959  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0959
 CG0959  HORZ ORDER  -  FIRST
 CG0959
 CG0959.The horizontal coordinates were established by classical geodetic methods
 CG0959.and adjusted by the National Geodetic Survey in August 1993..
 CG0959
 CG0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0959
 CG0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0959
 CG0959.The geoid height was determined by GEOID03.
 CG0959
 CG0959;                    North         East     Units Scale Factor Converg.
 CG0959;SPC AZ E     -    73,019.435   224,890.552   MT  0.99990164   +0 03 49.7
 CG0959;SPC AZ E     -   239,565.08    737,829.90   iFT  0.99990164   +0 03 49.7
 CG0959;UTM  12      - 3,502,989.030   590,532.047   MT  0.99970108   +0 30 04.4
 CG0959
 CG0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0959!SPC AZ E     -   0.99975390  x   0.99990164  =   0.99965556
 CG0959!UTM  12      -   0.99975390  x   0.99970108  =   0.99945505
 CG0959
 CG0959|---------------------------------------------------------------------|
 CG0959| PID    Reference Object                     Distance      Geod. Az  |
 CG0959|                                                           dddmmss.s |
 CG0959| CC6594 GOVERNMENT RM 1                      10.046 METERS 16954     |
 CG0959| CC6593 GOVERNMENT AZ MK                                   1755554.0 |
 CG0959| CG0997 MILLER PEAK LOOKOUT                 APPROX.37.7 KM 2184105.4 |
 CG0959| CC6595 GOVERNMENT RM 2                       3.812 METERS 25129     |
 CG0959| CG0975 AVIATION BEACON 45 A                APPROX.42.3 KM 3132632.1 |
 CG0959|---------------------------------------------------------------------|
 CG0959
 CG0959                          SUPERSEDED SURVEY CONTROL
 CG0959
 CG0959  NAD 83(1986)-  31 39 30.88696(N)    110 02 42.27346(W) AD(       ) 1
 CG0959  NAD 27      -  31 39 30.56000(N)    110 02 39.99100(W) AD(       ) 1
 CG0959  NGVD 29 (06/28/91) 1594.4    (m)         5231.     (f) VERT ANG       
 CG0959
 CG0959.Superseded values are not recommended for survey control.
 CG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0959.See file dsdata.txt to determine how the superseded data were derived.
 CG0959
 CG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9053202989(NAD 83)
 CG0959_MARKER: DS = TRIANGULATION STATION DISK
 CG0959_SETTING: 66 = SET IN ROCK OUTCROP
 CG0959_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0959+STABILITY: POSITION/ELEVATION WELL
 CG0959
 CG0959  HISTORY     - Date     Condition        Report By
 CG0959  HISTORY     - 1938     MONUMENTED       CGS
 CG0959  HISTORY     - 1946     GOOD             CGS
 CG0959  HISTORY     - 1956     GOOD             USE
 CG0959  HISTORY     - 1982     GOOD             AZDT
 CG0959  HISTORY     - 1986     GOOD             AZDT
 CG0959
 CG0959                          STATION DESCRIPTION
 CG0959
 CG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0959'STATION IS LOCATED ABOUT 4 MILES SSW OF THE TOWN OF TOMBSTONE,
 CG0959'ABOUT 1 MILE DUE W OF THE HIGHEST POINT, ON THE NEW U.S. HIGHWAY
 CG0959'80 WHERE IT GOES OVER THE RIDGE.  THE OLD PAVED HIGHWAY PASSED
 CG0959'AROUND THE W SIDE OF THE PEAK AND THE NEW GRADE GOES AROUND THE
 CG0959'E SIDE.  STATION IS ON THE HIGHEST POINT BETWEEN THE NEW AND OLD
 CG0959'ROAD.
 CG0959'
 CG0959'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK.
 CG0959'NO UNDERGROUND MARK HAS BEEN SET.
 CG0959'
 CG0959'TO REACH FROM TOMBSTONE, GO SE AND S ON U.S. HIGHWAY 80 FOR 4.6
 CG0959'MILES TO A GATE IN A DRAW AT THE FOOT OF A LONG HILL.  TURN RIGHT,
 CG0959'W, THROUGH GATE TO THE OLD HIGHWAY AND TURN RIGHT, NW AND N,
 CG0959'ON THE OLD PAVEMENT ABOUT 1.5 MILES TO THE FOOT OF THE PEAK ON THE
 CG0959'RIGHT.  END OF TRUCK TRAVEL.  PACK E UP THE SLOPE ABOUT 1/2 MILE
 CG0959'TO THE HIGHEST POINT AND STATION.
 CG0959'
 CG0959'STATION AND REFERENCE MARKS IN BARE LEDGE ROCK AND EASILY LOCATED.
 CG0959'
 CG0959'AZIMUTH MARK IS ABOUT 1 MILE SSW ON THE S END OF A HOG-BACK RIDGE,
 CG0959'ABOUT 0.4 MILE NW OF THE JUNCTION OF THE OLD AND NEW HIGHWAYS,
 CG0959'AND ABOUT 50 FEET S OF THE HIGHEST POINT ON THE S END OF THE
 CG0959'RIDGE.  IT IS A BRONZE AZIMUTH DISK SET IN BARE LEDGE ROCK WHICH
 CG0959'SLOPES TO THE E.
 CG0959'
 CG0959'REFERENCE MARKS ARE BRONZE REFERENCE DISKS.
 CG0959
 CG0959                          STATION RECOVERY (1946)
 CG0959
 CG0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0959'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDTION.
 CG0959'
 CG0959'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 CG0959'CHANGE--THE MILEAGE FROM THE POST OFFICE TO THE DIRT ROAD THAT
 CG0959'TAKES OFF TO THE RIGHT AT THE BOTTOM OF A LONG GRADE ON U.S.
 CG0959'HIGHWAY 80 SHOULD BE 5.7 MILES INSTEAD OF 4.6 MILES AS LISTED.
 CG0959
 CG0959                          STATION RECOVERY (1956)
 CG0959
 CG0959'RECOVERY NOTE BY US ENGINEERS 1956
 CG0959'STATION RECOVERED AS DESCRIBED.
 CG0959'
 CG0959'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CG0959
 CG0959                          STATION RECOVERY (1982)
 CG0959
 CG0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG0959'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CG0959'DESCRIBED AND FOUND IN GOOD CONDITION.  NO ANGLES OR MEASUREMENTS WERE
 CG0959'MADE AT THIS STATION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0959'
 CG0959'TO REACH THE STATION FROM TOMBSTONE TRAVEL SOUTHEAST ALONG US HIGHWAY
 CG0959'80 FOR 5.7 MILE TO A SIDE ROAD RIGHT AT MILEPOST 323.15.  TURN RIGHT
 CG0959'PASSING THROUGH A GATE FOR 300 FEET TO THE OLD HIGHWAY.  TURN RIGHT ON
 CG0959'OLD HIGHWAY FOR 1.5 MILES TO A GENTLE SLOPE ON THE RIGHT WHICH LEADS
 CG0959'TO THE TOP OF THE STATION HILL 0.5 MILE TO THE EAST.
 CG0959
 CG0959                          STATION RECOVERY (1986)
 CG0959
 CG0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0959'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2182 ***********************************************************************
 DU2182  DESIGNATION -  GOVERNOR HUNTS TOMB
 DU2182  PID         -  DU2182
 DU2182  STATE/COUNTY-  AZ/MARICOPA
 DU2182  USGS QUAD   -  TEMPE (1982)
 DU2182
 DU2182                         *CURRENT SURVEY CONTROL
 DU2182  ___________________________________________________________________
 DU2182* NAD 83(1992)-  33 27 06.82325(N)    111 56 39.74120(W)     ADJUSTED  
 DU2182* NAVD 88     -                                                        
 DU2182  ___________________________________________________________________
 DU2182  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DU2182  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU2182
 DU2182  HORZ ORDER  -  THIRD
 DU2182
 DU2182.The horizontal coordinates were established by classical geodetic methods
 DU2182.and adjusted by the National Geodetic Survey in August 1993..
 DU2182
 DU2182
 DU2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2182
 DU2182.The geoid height was determined by GEOID03.
 DU2182
 DU2182;                    North         East     Units Scale Factor Converg.
 DU2182;SPC AZ C     -   271,865.903   210,784.333   MT  0.99990008   -0 00 55.0
 DU2182;SPC AZ C     -   891,948.50    691,549.65   iFT  0.99990008   -0 00 55.0
 DU2182;UTM  12      - 3,701,784.666   412,231.542   MT  0.99969497   -0 31 14.2
 DU2182
 DU2182                          SUPERSEDED SURVEY CONTROL
 DU2182
 DU2182  NAD 83(1986)-  33 27 06.81758(N)    111 56 39.74629(W) AD(       ) 4
 DU2182  NAD 27      -  33 27 06.66000(N)    111 56 37.22300(W) AD(       ) 3
 DU2182
 DU2182.Superseded values are not recommended for survey control.
 DU2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2182.See file dsdata.txt to determine how the superseded data were derived.
 DU2182
 DU2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1223201785(NAD 83)
 DU2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2182+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU2182
 DU2182  HISTORY     - Date     Condition        Report By
 DU2182  HISTORY     - UNK      MONUMENTED
 DU2182  HISTORY     - 1941     GOOD             CGS
 DU2182  HISTORY     - 1953     GOOD             CGS
 DU2182  HISTORY     - 1963     GOOD             CGS
 DU2182  HISTORY     - 1967     GOOD             CGS
 DU2182  HISTORY     - 20060827 GOOD             GEOCAC
 DU2182
 DU2182                          STATION DESCRIPTION
 DU2182
 DU2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 DU2182'FOLLOWING SUBMITTED IN OCT 1941 AS RESULT OF FIELD VISIT.
 DU2182'
 DU2182'GOVERNOR HUNTS TOMB, CENTER (MARICOPA COUNTY, J. BOWIE, JR.,
 DU2182'1936.  1941).--INTERSECTION STATION IS APEX OF PROMINENT PYRAMIDAL
 DU2182'TOMB OF GOVERNOR G.W.P. HUNT, WHICH IS FACED WITH WHITE TILES
 DU2182'AND IS SURROUNDED BY IRON FENCE.  TOMB IS ABOUT 15 FEET SQUARE AND
 DU2182'APEX IS VERY SHARP POINT.  STATION IS ABOUT 7.5 MILES EAST
 DU2182'OF PHOENIX AND 2 MILES NORTHWEST OF TEMPE, ON RIDGE, IN NATURAL
 DU2182'DESERT PARKLAND.  PARK IS ON NORTHEAST SIDE OF U.S. HIGHWAY
 DU2182'60-70-80, AND WINDING GRAVEL ROAD LEADS NORTH FROM HIGHWAY
 DU2182'ABOUT 1 MILE THROUGH PARK TO TOMB.  TOMB EASILY VISIBLE FROM
 DU2182'HIGHWAY AND IS WELL-KNOWN LANDMARK.
 DU2182
 DU2182                          STATION RECOVERY (1953)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DU2182'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DU2182'ADEQUATE.
 DU2182
 DU2182                          STATION RECOVERY (1963)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2182'STATION RECOVERED AS DESCRIBED.
 DU2182
 DU2182                          STATION RECOVERY (1967)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2182'THIS STATION WAS RECOVERED AS DESCRIBED.
 DU2182
 DU2182                          STATION RECOVERY (2006)
 DU2182
 DU2182'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1887 ***********************************************************************
 DU1887  DESIGNATION -  GOVT HILL
 DU1887  PID         -  DU1887
 DU1887  STATE/COUNTY-  AZ/PINAL
 DU1887  USGS QUAD   -  HAUNTED CANYON (1948)
 DU1887
 DU1887                         *CURRENT SURVEY CONTROL
 DU1887  ___________________________________________________________________
 DU1887* NAD 83(1992)-  33 24 17.64502(N)    111 05 29.23344(W)     ADJUSTED  
 DU1887* NAVD 88     -      1677.2    (meters)    5503.     (feet)  VERTCON   
 DU1887  ___________________________________________________________________
 DU1887  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1887  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU1887
 DU1887  HORZ ORDER  -  THIRD
 DU1887
 DU1887.The horizontal coordinates were established by classical geodetic methods
 DU1887.and adjusted by the National Geodetic Survey in August 1993..
 DU1887
 DU1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1887
 DU1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1887
 DU1887.The geoid height was determined by GEOID03.
 DU1887
 DU1887;                    North         East     Units Scale Factor Converg.
 DU1887;SPC AZ C     -   266,958.219   290,118.004   MT  0.99997262   +0 27 15.6
 DU1887;SPC AZ C     -   875,847.18    951,830.72   iFT  0.99997262   +0 27 15.6
 DU1887;UTM  12      - 3,696,179.549   491,496.007   MT  0.99960089   -0 03 01.3
 DU1887
 DU1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1887!SPC AZ C     -   0.99974115  x   0.99997262  =   0.99971378
 DU1887!UTM  12      -   0.99974115  x   0.99960089  =   0.99934215
 DU1887
 DU1887|---------------------------------------------------------------------|
 DU1887| PID    Reference Object                     Distance      Geod. Az  |
 DU1887|                                                           dddmmss.s |
 DU1887| DU1911 GOVT HILL RM 2                        8.991 METERS 09800     |
 DU1887| DU1893 KINGS CROWN                         APPROX. 8.3 KM 1665039.2 |
 DU1887| DU1910 GOVT HILL RM 1                        2.865 METERS 35035     |
 DU1887|---------------------------------------------------------------------|
 DU1887
 DU1887                          SUPERSEDED SURVEY CONTROL
 DU1887
 DU1887  NAD 83(1986)-  33 24 17.64097(N)    111 05 29.23455(W) AD(       ) 3
 DU1887  NGVD 29 (09/20/88) 1676.5    (m)         5500.     (f) VERT ANG       
 DU1887
 DU1887.Superseded values are not recommended for survey control.
 DU1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1887.See file dsdata.txt to determine how the superseded data were derived.
 DU1887
 DU1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9149696180(NAD 83)
 DU1887_MARKER: DS = TRIANGULATION STATION DISK
 DU1887_SETTING: 66 = SET IN ROCK OUTCROP
 DU1887_SP_SET: SET IN ROCK OUTCROP
 DU1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1887+STABILITY: POSITION/ELEVATION WELL
 DU1887
 DU1887  HISTORY     - Date     Condition        Report By
 DU1887  HISTORY     - 1946     MONUMENTED       USGS
 DU1887
 DU1887                          STATION DESCRIPTION
 DU1887
 DU1887'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1887'LOCATED ABOUT 1.5 MI S. OF MILES RANCH.  ON HIGHEST OF THREE
 DU1887'POINTS ON ROCKY RIDGE RUNNING N.-S.
 DU1887'
 DU1887'TO REACH FROM MILES RANCH, FOLLOW ROCK CREEK TRAIL TO BULL BASIN
 DU1887'TRAIL.  GO UP BULL BASIN TRAIL TO CORRAL.  FOLLOW UP MAIN CANYON TO
 DU1887'SADDLE ON E.-W. RIDGE.  GO W. AND N. AROUND FIRST POINT ON N.-S.
 DU1887'RIDGE TO SECOND.  CLIMB TO SUMMIT TO LARGE ROCK OUTCROPPING AT
 DU1887'CREST AND STATION.  A 3-1/2 HOUR PACK WITH HORSES.
 DU1887'
 DU1887'STATION MARK--STANDARD TABLET STAMPED---GOVT HILL 1946---, CEMENTED
 DU1887'IN ROCK OUTCROP.
 DU1887'
 DU1887'RM 1--CROSS ON ROCK.
 DU1887'
 DU1887'RM 2--CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5636 ***********************************************************************
 AJ5636  DESIGNATION -  GPS 100
 AJ5636  PID         -  AJ5636
 AJ5636  STATE/COUNTY-  AZ/COCONINO
 AJ5636  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AJ5636
 AJ5636                         *CURRENT SURVEY CONTROL
 AJ5636  ___________________________________________________________________
 AJ5636* NAD 83(1992)-  35 08 33.43292(N)    111 41 33.51403(W)     ADJUSTED  
 AJ5636* NAVD 88     -      2129.0    (meters)    6985.     (feet)  GPS OBS   
 AJ5636  ___________________________________________________________________
 AJ5636  X           -  -1,930,585.358 (meters)                     COMP
 AJ5636  Y           -  -4,853,160.666 (meters)                     COMP
 AJ5636  Z           -   3,652,028.908 (meters)                     COMP
 AJ5636  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ5636  ELLIP HEIGHT-        2105.97  (meters)          (10/04/01) GPS OBS
 AJ5636  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AJ5636
 AJ5636  HORZ ORDER  -  A
 AJ5636  ELLP ORDER  -  THIRD     CLASS II
 AJ5636
 AJ5636.The horizontal coordinates were established by GPS observations
 AJ5636.and adjusted by the National Geodetic Survey in October 2001..
 AJ5636
 AJ5636.The orthometric height was determined by GPS observations and a
 AJ5636.high-resolution geoid model.
 AJ5636
 AJ5636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5636
 AJ5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5636
 AJ5636.The ellipsoidal height was determined by GPS observations
 AJ5636.and is referenced to NAD 83.
 AJ5636
 AJ5636.The geoid height was determined by GEOID03.
 AJ5636
 AJ5636;                    North         East     Units Scale Factor Converg.
 AJ5636;SPC AZ C     -   459,418.165   233,773.159   MT  0.99990513   +0 07 44.2
 AJ5636;SPC AZ C     - 1,507,277.44    766,972.31   iFT  0.99990513   +0 07 44.2
 AJ5636;UTM  12      - 3,889,078.827   436,904.540   MT  0.99964906   -0 23 55.3
 AJ5636
 AJ5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5636!SPC AZ C     -   0.99966955  x   0.99990513  =   0.99957471
 AJ5636!UTM  12      -   0.99966955  x   0.99964906  =   0.99931872
 AJ5636
 AJ5636                          SUPERSEDED SURVEY CONTROL
 AJ5636
 AJ5636.No superseded survey control is available for this station.
 AJ5636
 AJ5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3690589079(NAD 83)
 AJ5636_MARKER: DD = SURVEY DISK
 AJ5636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5636_STAMPING: GPS 100 1994
 AJ5636_MARK LOGO: AZ-005
 AJ5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5636+STABILITY: SURFACE MOTION
 AJ5636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5636+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 AJ5636
 AJ5636  HISTORY     - Date     Condition        Report By
 AJ5636  HISTORY     - 1994     MONUMENTED       AZ-005
 AJ5636  HISTORY     - 20010321 SEE DESCRIPTION  SHEPH
 AJ5636  HISTORY     - 20050929 GOOD             USPSQD
 AJ5636
 AJ5636                          STATION DESCRIPTION
 AJ5636
 AJ5636'DESCRIBED BY SHEPHARD-WESNITZER INC 2001 (DHM)
 AJ5636'THE STATION IS LOCATED IN THE FORT TUTHILL COCONINO COUNTY PARK IN
 AJ5636'SOUTHWEST FLAGSTAFF.
 AJ5636' 
 AJ5636'TO REACH THE STATION FROM THE JUNCTIONOF I-40 AND I-17 IN FLAGSTAFF
 AJ5636'PROCEED SOUTH ON I-17 4.0 KM (2.5 MILES) TO PULLIAM AIRPORT EXIT (EXIT
 AJ5636'337).  TURN RIGHT AT END OF EXIT RAMP, THEN TURN RIGHT (NORTH) ONTO
 AJ5636'STATE HIGHWAY 89A.  PROCEED 0.2 KM (0.1 MILES) TO THE ENTRANCE OF
 AJ5636'FORT TUTHILL COCONINO COUNTY PARK ON THE LEFT.  TURN LEFT (WEST)
 AJ5636'AND PROCEED 0.5 KM (0.3 MILES) TO A 90 DEGREE BEND IN ROAD, FOLLOW
 AJ5636'BEND LEFT AND PROCEED 45 M (100 FT) TO PULLOUT ON RIGHT AT SOUTH
 AJ5636'END OF WOOD SLAT FENCE AROUND SMALL MAINTENANCE BUILDING.
 AJ5636' 
 AJ5636'THE STATION IS 8 M (25 FT) WEST OF THE SOUTHWEST CORNER OF A WOOD
 AJ5636'FENCE AND 12 M (40 FT) WEST OF A MAINTENANCE BUILDING.
 AJ5636' 
 AJ5636'THE STATION IS A COCONINO COUNTY ENGINEERING DEPT. 3-3/4 INCH BRASS
 AJ5636'DISK SET IN CONCRETE IN A VERTICAL, CORRUGATED METAL PIPE 0.6 M (2 FT)
 AJ5636'IN DIAMETER.  THE PIPE HAS A STEEL HINGED LID.  THE RIM OF THE PIPE IS
 AJ5636'AT GRADE, AND THE STATION IS 0.25 M (0.8 FT) BELOW THE RIM OF THE
 AJ5636'PIPE.
 AJ5636'THE STATION IS STAMPED GPS 100 1994.
 AJ5636' 
 AJ5636'
 AJ5636
 AJ5636                          STATION RECOVERY (2005)
 AJ5636
 AJ5636'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 AJ5636'RECOVERED AS DESCRIBED.  FENCE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2383 ***********************************************************************
 CZ2383  DESIGNATION -  GPS 13
 CZ2383  PID         -  CZ2383
 CZ2383  STATE/COUNTY-  AZ/PINAL
 CZ2383  USGS QUAD   -  RED ROCK (1993)
 CZ2383
 CZ2383                         *CURRENT SURVEY CONTROL
 CZ2383  ___________________________________________________________________
 CZ2383* NAD 83(1992)-  32 35 09.41527(N)    111 18 10.19058(W)     ADJUSTED  
 CZ2383* NAVD 88     -       586.3    (meters)    1924.     (feet)  VERTCON   
 CZ2383  ___________________________________________________________________
 CZ2383  X           -  -1,954,471.611 (meters)                     COMP
 CZ2383  Y           -  -5,012,228.755 (meters)                     COMP
 CZ2383  Z           -   3,415,657.987 (meters)                     COMP
 CZ2383  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 CZ2383  ELLIP HEIGHT-         556.97  (meters)          (06/11/02) GPS OBS
 CZ2383  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ2383
 CZ2383  HORZ ORDER  -  FIRST
 CZ2383  ELLP ORDER  -  FOURTH    CLASS II
 CZ2383
 CZ2383.The horizontal coordinates were established by GPS observations
 CZ2383.and adjusted by the National Geodetic Survey in August 1993..
 CZ2383
 CZ2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2383
 CZ2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2383
 CZ2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2383
 CZ2383.The ellipsoidal height was determined by GPS observations
 CZ2383.and is referenced to NAD 83.
 CZ2383
 CZ2383.The geoid height was determined by GEOID03.
 CZ2383
 CZ2383;                    North         East     Units Scale Factor Converg.
 CZ2383;SPC AZ C     -   176,003.772   270,986.087   MT  0.99994094   +0 19 50.2
 CZ2383;SPC AZ C     -   577,440.20    889,061.97   iFT  0.99994094   +0 19 50.2
 CZ2383;UTM  12      - 3,605,427.147   471,579.367   MT  0.99960996   -0 09 47.1
 CZ2383
 CZ2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2383!SPC AZ C     -   0.99991256  x   0.99994094  =   0.99985350
 CZ2383!UTM  12      -   0.99991256  x   0.99960996  =   0.99952255
 CZ2383
 CZ2383                          SUPERSEDED SURVEY CONTROL
 CZ2383
 CZ2383  ELLIP H (08/23/93)  557.03   (m)                       GP(       ) 4 2
 CZ2383  NAD 83(1986)-  32 35 09.41054(N)    111 18 10.19062(W) AD(       ) 1
 CZ2383  NGVD 29 (05/25/90)  585.9    (m)         1922.     (f) GPS OBS        
 CZ2383
 CZ2383.Superseded values are not recommended for survey control.
 CZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2383.See file dsdata.txt to determine how the superseded data were derived.
 CZ2383
 CZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7157905427(NAD 83)
 CZ2383_MARKER: DV = VERTICAL CONTROL DISK
 CZ2383_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2383_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2383+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CZ2383
 CZ2383  HISTORY     - Date     Condition        Report By
 CZ2383  HISTORY     - 1987     MONUMENTED       NGS
 CZ2383  HISTORY     - 20030626 GOOD             CAP
 CZ2383
 CZ2383                          STATION DESCRIPTION
 CZ2383
 CZ2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2383'THE STATION IS LOCATED ABOUT 80.5 KM (50 MI)
 CZ2383'NORTHWEST OF TUCSON,
 CZ2383'33.8 KM (21 MI) SOUTHEAST OF ELOY AND
 CZ2383'16.1 KM (10 MI) SOUTHWEST OF OWL HEAD BUTTES.
 CZ2383'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2383'85740-6510, PHONE 602-629-6601.
 CZ2383'
 CZ2383'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2383'PICACHO PEAK ROAD WHICH IS ABOUT 9.7 KM (6 MI) NORTHWEST OF RED
 CZ2383'ROCK, GO NORTHEASTERLY FOR 0.2 KM (0.15 MI) ON PICACHO PEAK ROAD TO
 CZ2383'THE FRONTAGE ROAD.  TURN RIGHT AND GO SOUTHEASTERLY FOR 8.5 KM (5.3
 CZ2383'MI) ON THE FRONTAGE ROAD TO A SIDE ROAD LEFT.  TURN LEFT, CROSS
 CZ2383'RAILROAD TRACKS AND GO EASTERLY FOR 0.6 KM (0.35 MI) ON PARK LINK
 CZ2383'DRIVE TO A PAVED ROAD RIGHT, JUST BEFORE THE PINAL CANAL.  TURN
 CZ2383'RIGHT AND GO 3.1 KM (1.95 MI) ON THE PAVED ROAD TO THE END OF
 CZ2383'PAVEMENT.  CONTINUE STRAIGHT AHEAD AND GO 0.5 KM (0.3 MI) ON THE MAIN
 CZ2383'DIRT ROAD TO A METAL EXTENSOMETER SHED AND THE STATION ON THE RIGHT.
 CZ2383'
 CZ2383'THE STATION IS A STANDARD NGS DISK
 CZ2383'STAMPED---GPS TA 13 1987---,
 CZ2383'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CZ2383'PROJECTING 1 CM ABOVE GROUND.  LOCATED
 CZ2383'50.9 METERS (167.0 FT) SOUTHEAST FROM A CYCLONE FENCE ALONG CANAL,
 CZ2383'29.6 METERS (97.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ2383'DIRT ROAD,
 CZ2383'16.8 METERS (55.0 FT) SOUTH FROM THE SOUTHERNMOST CORNER OF THE
 CZ2383'EXTENSOMETER SHED AND
 CZ2383'0.6 METERS (2.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CZ2383'
 CZ2383'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2383'
 CZ2383'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2383'
 CZ2383'DESCRIBED BY D.L. SPRANGERS.
 CZ2383
 CZ2383                          STATION RECOVERY (2003)
 CZ2383
 CZ2383'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ2383'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2384 ***********************************************************************
 CZ2384  DESIGNATION -  GPS 32
 CZ2384  PID         -  CZ2384
 CZ2384  STATE/COUNTY-  AZ/PIMA
 CZ2384  USGS QUAD   -  AVRA (1992)
 CZ2384
 CZ2384                         *CURRENT SURVEY CONTROL
 CZ2384  ___________________________________________________________________
 CZ2384* NAD 83(1992)-  32 20 56.00001(N)    111 13 52.99614(W)     ADJUSTED  
 CZ2384* NAVD 88     -       641.5    (meters)    2105.     (feet)  VERTCON   
 CZ2384  ___________________________________________________________________
 CZ2384  X           -  -1,953,348.062 (meters)                     COMP
 CZ2384  Y           -  -5,027,860.688 (meters)                     COMP
 CZ2384  Z           -   3,393,505.655 (meters)                     COMP
 CZ2384  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 CZ2384  ELLIP HEIGHT-         611.79  (meters)          (06/11/02) GPS OBS
 CZ2384  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ2384
 CZ2384  HORZ ORDER  -  FIRST
 CZ2384  ELLP ORDER  -  FOURTH    CLASS II
 CZ2384
 CZ2384.The horizontal coordinates were established by GPS observations
 CZ2384.and adjusted by the National Geodetic Survey in August 1993..
 CZ2384
 CZ2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2384
 CZ2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2384
 CZ2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2384
 CZ2384.The ellipsoidal height was determined by GPS observations
 CZ2384.and is referenced to NAD 83.
 CZ2384
 CZ2384.The geoid height was determined by GEOID03.
 CZ2384
 CZ2384;                    North         East     Units Scale Factor Converg.
 CZ2384;SPC AZ C     -   149,757.799   277,861.963   MT  0.99995129   +0 22 00.1
 CZ2384;SPC AZ C     -   491,331.36    911,620.61   iFT  0.99995129   +0 22 00.1
 CZ2384;UTM  12      - 3,579,131.985   478,227.324   MT  0.99960585   -0 07 25.7
 CZ2384
 CZ2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2384!SPC AZ C     -   0.99990395  x   0.99995129  =   0.99985525
 CZ2384!UTM  12      -   0.99990395  x   0.99960585  =   0.99950984
 CZ2384
 CZ2384                          SUPERSEDED SURVEY CONTROL
 CZ2384
 CZ2384  ELLIP H (08/23/93)  611.86   (m)                       GP(       ) 4 2
 CZ2384  NAD 83(1986)-  32 20 55.99508(N)    111 13 52.99618(W) AD(       ) 1
 CZ2384  NGVD 29 (05/25/90)  640.9    (m)         2103.     (f) GPS OBS        
 CZ2384
 CZ2384.Superseded values are not recommended for survey control.
 CZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2384.See file dsdata.txt to determine how the superseded data were derived.
 CZ2384
 CZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7822779132(NAD 83)
 CZ2384_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2384_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2384+STABILITY: SURFACE MOTION
 CZ2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2384+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2384
 CZ2384  HISTORY     - Date     Condition        Report By
 CZ2384  HISTORY     - 1987     MONUMENTED       NGS
 CZ2384  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2384
 CZ2384                          STATION DESCRIPTION
 CZ2384
 CZ2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2384'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 CZ2384'NORTHWEST OF SOUTH TUCSON,
 CZ2384'27.4 KM (17 MI) SOUTH-SOUTHEAST OF RED ROCK,
 CZ2384'11.3 KM (7 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND ALONG THE CAP
 CZ2384'CANAL.
 CZ2384'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2384'85740-6510, PHONE 602-629-6601.
 CZ2384'
 CZ2384'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2384'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2384'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2384'ROAD LEFT, SANDARIO ROAD.
 CZ2384'TURN LEFT AND GO SOUTH FOR 5.8 KM (3.6 MI) ON SANDARIO ROAD TO A
 CZ2384'DIRT ROAD RIGHT, MAGEE ROAD.
 CZ2384'TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) ON MAGEE ROAD TO THE
 CZ2384'CAP CANAL.  CROSS BRIDGE, TURN LEFT AND GO SOUTH FOR 0.6 KM (0.4
 CZ2384'MI) ON THE WEST ACCESS ROAD TO THE STATION ON THE RIGHT, NEAR A
 CZ2384'BROWN METAL SHED (EXTENSOMETER).
 CZ2384'
 CZ2384'THE STATION IS A STANDARD NGS DISK
 CZ2384'STAMPED---GPS 32 1987---,
 CZ2384'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2384'25 CM ON SIDE PROJECTING 1 CM ABOVE GROUND.  LOCATED
 CZ2384'7.47 METERS (24.5 FT) EAST FROM THE NORTHWEST CORNER OF THE
 CZ2384'EXTENSOMETER BUILDING,
 CZ2384'7.28 METERS (23.9 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CZ2384'THE EXTENSOMETER BUILDING AND
 CZ2384'5.43 METERS (17.8 FT) SOUTH FROM A BARBED WIRE FENCE.
 CZ2384'
 CZ2384'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2384'
 CZ2384'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2384'
 CZ2384'DESCRIBED BY D.F. CALLAHAN.
 CZ2384
 CZ2384                          STATION RECOVERY (1997)
 CZ2384
 CZ2384'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2385 ***********************************************************************
 CZ2385  DESIGNATION -  GPS 33
 CZ2385  PID         -  CZ2385
 CZ2385  STATE/COUNTY-  AZ/PIMA
 CZ2385  USGS QUAD   -  AVRA (1992)
 CZ2385
 CZ2385                         *CURRENT SURVEY CONTROL
 CZ2385  ___________________________________________________________________
 CZ2385* NAD 83(1992)-  32 15 46.41824(N)    111 14 41.17846(W)     ADJUSTED  
 CZ2385* NAVD 88     -       669.7    (meters)    2197.     (feet)  VERTCON   
 CZ2385  ___________________________________________________________________
 CZ2385  X           -  -1,956,377.966 (meters)                     COMP
 CZ2385  Y           -  -5,032,176.901 (meters)                     COMP
 CZ2385  Z           -   3,385,459.772 (meters)                     COMP
 CZ2385  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CZ2385  ELLIP HEIGHT-         639.75  (meters)          (06/11/02) GPS OBS
 CZ2385  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2385
 CZ2385  HORZ ORDER  -  FIRST
 CZ2385  ELLP ORDER  -  FOURTH    CLASS II
 CZ2385
 CZ2385.The horizontal coordinates were established by GPS observations
 CZ2385.and adjusted by the National Geodetic Survey in August 1993..
 CZ2385
 CZ2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2385
 CZ2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2385
 CZ2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2385
 CZ2385.The ellipsoidal height was determined by GPS observations
 CZ2385.and is referenced to NAD 83.
 CZ2385
 CZ2385.The geoid height was determined by GEOID03.
 CZ2385
 CZ2385;                    North         East     Units Scale Factor Converg.
 CZ2385;SPC AZ C     -   140,214.320   276,661.933   MT  0.99994940   +0 21 31.2
 CZ2385;SPC AZ C     -   460,020.73    907,683.51   iFT  0.99994940   +0 21 31.2
 CZ2385;UTM  12      - 3,569,602.397   476,946.177   MT  0.99960655   -0 07 50.4
 CZ2385
 CZ2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2385!SPC AZ C     -   0.99989956  x   0.99994940  =   0.99984897
 CZ2385!UTM  12      -   0.99989956  x   0.99960655  =   0.99950615
 CZ2385
 CZ2385                          SUPERSEDED SURVEY CONTROL
 CZ2385
 CZ2385  ELLIP H (08/23/93)  639.82   (m)                       GP(       ) 4 2
 CZ2385  NAD 83(1986)-  32 15 46.41335(N)    111 14 41.17786(W) AD(       ) 1
 CZ2385  NGVD 29 (05/25/90)  669.1    (m)         2195.     (f) GPS OBS        
 CZ2385
 CZ2385.Superseded values are not recommended for survey control.
 CZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2385.See file dsdata.txt to determine how the superseded data were derived.
 CZ2385
 CZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7694669602(NAD 83)
 CZ2385_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2385_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2385+STABILITY: SURFACE MOTION
 CZ2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2385+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2385
 CZ2385  HISTORY     - Date     Condition        Report By
 CZ2385  HISTORY     - 1987     MONUMENTED       NGS
 CZ2385  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2385
 CZ2385                          STATION DESCRIPTION
 CZ2385
 CZ2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2385'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 CZ2385'SOUTH-SOUTHEAST OF RED ROCK,
 CZ2385'27.4 KM (17 MI) WEST-NORTHWEST OF SOUTH TUCSON,
 CZ2385'22.5 KM (14 MI) NORTH-NORTHEAST OF THREE POINTS AND ALONG THE CAP
 CZ2385'CANAL.
 CZ2385'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2385'85740-6510, PHONE 602-629-6601.
 CZ2385'
 CZ2385'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2385'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2385'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2385'ROAD LEFT, SANDARIO RD.
 CZ2385'TURN LEFT AND GO SOUTH FOR 8.5 KM (5.3 MI) ON SANDARIO RD TO A
 CZ2385'PAVED CROSSROAD, PICTURES ROCK ROAD.
 CZ2385'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 4.1 KM (2.55 MI) ON
 CZ2385'SANDARIO RD TO A PAVED ROAD RIGHT, MANVILLE RD.
 CZ2385'TURN RIGHT AND GO WEST FOR 2.6 KM (1.6 MI) ON MANVILLE RD TO THE
 CZ2385'CAP CANAL.
 CZ2385'TURN LEFT AND GO SOUTH FOR 3.4 KM (2.1 MI) ALONG THE WEST SIDE OF
 CZ2385'THE CAP CANAL TO EXTENSOMETER TA-33 AND THE STATION.
 CZ2385'
 CZ2385'THE STATION IS A STANDARD NGS DISK
 CZ2385'STAMPED---GPS 33 1987---,
 CZ2385'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2385'25 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CZ2385'5.49 METERS (18.0 FT) SOUTH-SOUTHEAST FROM THE EAST CORNER OF THE
 CZ2385'EXTENSOMETER BUILDING AND
 CZ2385'4.88 METERS (16.0 FT) EAST-SOUTHEAST FROM THE SOUTH CORNER OF THE
 CZ2385'EXTENSOMETER BUILDING.
 CZ2385'
 CZ2385'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2385'
 CZ2385'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2385'
 CZ2385'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2385'
 CZ2385'DESCRIBED BY D.F. CALLAHAN.
 CZ2385
 CZ2385                          STATION RECOVERY (1997)
 CZ2385
 CZ2385'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2386 ***********************************************************************
 CZ2386  DESIGNATION -  GPS 44
 CZ2386  PID         -  CZ2386
 CZ2386  STATE/COUNTY-  AZ/PIMA
 CZ2386  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2386
 CZ2386                         *CURRENT SURVEY CONTROL
 CZ2386  ___________________________________________________________________
 CZ2386* NAD 83(1992)-  32 10 29.85733(N)    111 10 08.43617(W)     ADJUSTED  
 CZ2386* NAVD 88     -       725.8    (meters)    2381.     (feet)  VERTCON   
 CZ2386  ___________________________________________________________________
 CZ2386  X           -  -1,951,617.016 (meters)                     COMP
 CZ2386  Y           -  -5,039,652.247 (meters)                     COMP
 CZ2386  Z           -   3,377,239.351 (meters)                     COMP
 CZ2386  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ2386  ELLIP HEIGHT-         695.96  (meters)          (06/11/02) GPS OBS
 CZ2386  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ2386
 CZ2386  HORZ ORDER  -  FIRST
 CZ2386  ELLP ORDER  -  FOURTH    CLASS II
 CZ2386
 CZ2386.The horizontal coordinates were established by GPS observations
 CZ2386.and adjusted by the National Geodetic Survey in August 1993..
 CZ2386
 CZ2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2386
 CZ2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2386
 CZ2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2386
 CZ2386.The ellipsoidal height was determined by GPS observations
 CZ2386.and is referenced to NAD 83.
 CZ2386
 CZ2386.The geoid height was determined by GEOID03.
 CZ2386
 CZ2386;                    North         East     Units Scale Factor Converg.
 CZ2386;SPC AZ C     -   130,511.126   283,867.760   MT  0.99996129   +0 23 53.3
 CZ2386;SPC AZ C     -   428,186.11    931,324.67   iFT  0.99996129   +0 23 53.3
 CZ2386;UTM  12      - 3,559,841.512   484,066.476   MT  0.99960313   -0 05 24.0
 CZ2386
 CZ2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2386!SPC AZ C     -   0.99989074  x   0.99996129  =   0.99985203
 CZ2386!UTM  12      -   0.99989074  x   0.99960313  =   0.99949391
 CZ2386
 CZ2386                          SUPERSEDED SURVEY CONTROL
 CZ2386
 CZ2386  ELLIP H (08/23/93)  696.04   (m)                       GP(       ) 4 2
 CZ2386  NAD 83(1986)-  32 10 29.85244(N)    111 10 08.43537(W) AD(       ) 1
 CZ2386  NGVD 29 (05/25/90)  725.1    (m)         2379.     (f) GPS OBS        
 CZ2386
 CZ2386.Superseded values are not recommended for survey control.
 CZ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2386.See file dsdata.txt to determine how the superseded data were derived.
 CZ2386
 CZ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8406659842(NAD 83)
 CZ2386_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2386+STABILITY: SURFACE MOTION
 CZ2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2386+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CZ2386
 CZ2386  HISTORY     - Date     Condition        Report By
 CZ2386  HISTORY     - 1987     MONUMENTED       NGS
 CZ2386  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ2386  HISTORY     - 20030626 GOOD             NGS
 CZ2386  HISTORY     - 20030626 GOOD             CAP
 CZ2386
 CZ2386                          STATION DESCRIPTION
 CZ2386
 CZ2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2386'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 CZ2386'WEST OF SOUTH TUCSON,
 CZ2386'16.1 KM (10 MI) NORTHEAST OF THREE POINTS AND
 CZ2386'4.8 KM (3 MI) NORTHWEST OF STATE HIGHWAY 86.
 CZ2386'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2386'85740-6510, PHONE 602-629-6601.
 CZ2386'
 CZ2386'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2386'STATE HIGHWAY 86 (AJO WAY) IN SOUTH TUCSON, GO
 CZ2386'WEST FOR 8.4 KM (5.2 MI) ON HIGHWAY 86 TO A PAVED ROAD RIGHT,
 CZ2386'KINNEY RD, AT A TRAFFIC LIGHT.
 CZ2386'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 4.7 KM (2.9 MI) ON HIGHWAY
 CZ2386'86 TO A PAVED ROAD RIGHT, SAN JOAQUIN RD.
 CZ2386'TURN RIGHT AND GO NORTHWEST FOR 3.9 KM (2.4 MI) ON SAN JOAQUIN RD
 CZ2386'TO A PAVED CROSSROAD, BOPP RD.
 CZ2386'TURN LEFT AND GO WEST FOR 1.9 KM (1.2 MI) ON BOPP RD TO THE END OF
 CZ2386'PAVEMENT AT A DIRT CROSSROAD, JEROME AVE.
 CZ2386'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.4 KM (0.25 MI) ON THE
 CZ2386'DIRT ROAD TO A TRACK ROAD LEFT.
 CZ2386'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE TRACK ROAD
 CZ2386'TO THE FENCE ENCLOSED EXTENSOMETER TA-44 AND THE STATION.
 CZ2386'
 CZ2386'THE STATION IS A STANDARD NGS DISK
 CZ2386'STAMPED---GPS 44 1987---,
 CZ2386'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2386'25 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CZ2386'5.21 METERS (17.1 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 CZ2386'CHAIN LINK FENCE AROUND THE EXTENSOMETER AND
 CZ2386'5.12 METERS (16.8 FT) NORTH FROM THE NORTHEAST CORNER OF THE CHAIN
 CZ2386'LINK FENCE AROUND THE EXTENSOMETER.
 CZ2386'
 CZ2386'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2386'
 CZ2386'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2386'
 CZ2386'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2386'
 CZ2386'DESCRIBED BY D.F. CALLAHAN.
 CZ2386
 CZ2386                          STATION RECOVERY (1995)
 CZ2386
 CZ2386'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2386'MARK NOT FOUND.
 CZ2386
 CZ2386                          STATION RECOVERY (2003)
 CZ2386
 CZ2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DHM)
 CZ2386'STATION MARK WAS RECOVERED BY CENTRAL ARIZONA PROJECT PERSONNEL
 CZ2386
 CZ2386                          STATION RECOVERY (2003)
 CZ2386
 CZ2386'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ2386'RECOVERED AS DESCRIBED BY NGS IN 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2387 ***********************************************************************
 CZ2387  DESIGNATION -  GPS SA 115
 CZ2387  PID         -  CZ2387
 CZ2387  STATE/COUNTY-  AZ/PIMA
 CZ2387  USGS QUAD   -  TUCSON SE (1992)
 CZ2387
 CZ2387                         *CURRENT SURVEY CONTROL
 CZ2387  ___________________________________________________________________
 CZ2387* NAD 83(1992)-  32 02 29.54352(N)    110 46 26.15852(W)     ADJUSTED  
 CZ2387* NAVD 88     -       938.8    (meters)    3080.     (feet)  VERTCON   
 CZ2387  ___________________________________________________________________
 CZ2387  X           -  -1,919,674.220 (meters)                     COMP
 CZ2387  Y           -  -5,060,512.299 (meters)                     COMP
 CZ2387  Z           -   3,364,819.540 (meters)                     COMP
 CZ2387  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 CZ2387  ELLIP HEIGHT-         909.80  (meters)          (06/11/02) GPS OBS
 CZ2387  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CZ2387
 CZ2387  HORZ ORDER  -  FIRST
 CZ2387  ELLP ORDER  -  FOURTH    CLASS II
 CZ2387
 CZ2387.The horizontal coordinates were established by GPS observations
 CZ2387.and adjusted by the National Geodetic Survey in August 1993..
 CZ2387
 CZ2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2387
 CZ2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2387
 CZ2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2387
 CZ2387.The ellipsoidal height was determined by GPS observations
 CZ2387.and is referenced to NAD 83.
 CZ2387
 CZ2387.The geoid height was determined by GEOID03.
 CZ2387
 CZ2387;                    North         East     Units Scale Factor Converg.
 CZ2387;SPC AZ C     -   116,043.832   321,284.149   MT  1.00004360   +0 36 22.7
 CZ2387;SPC AZ C     -   380,721.23  1,054,081.85   iFT  1.00004360   +0 36 22.7
 CZ2387;UTM  12      - 3,545,062.428   521,343.635   MT  0.99960562   +0 07 11.8
 CZ2387
 CZ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2387!SPC AZ C     -   0.99985717  x   1.00004360  =   0.99990076
 CZ2387!UTM  12      -   0.99985717  x   0.99960562  =   0.99946284
 CZ2387
 CZ2387                          SUPERSEDED SURVEY CONTROL
 CZ2387
 CZ2387  ELLIP H (08/23/93)  909.88   (m)                       GP(       ) 4 2
 CZ2387  NAD 83(1986)-  32 02 29.53855(N)    110 46 26.15716(W) AD(       ) 1
 CZ2387  NGVD 29 (05/25/90)  938.0    (m)         3077.     (f) GPS OBS        
 CZ2387
 CZ2387.Superseded values are not recommended for survey control.
 CZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2387.See file dsdata.txt to determine how the superseded data were derived.
 CZ2387
 CZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2134445062(NAD 83)
 CZ2387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2387+STABILITY: SURFACE MOTION
 CZ2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2387+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2387
 CZ2387  HISTORY     - Date     Condition        Report By
 CZ2387  HISTORY     - 1987     MONUMENTED       NGS
 CZ2387  HISTORY     - 1987     GOOD             NGS
 CZ2387  HISTORY     - 1996     GOOD             USPSQD
 CZ2387  HISTORY     - 20060316 GOOD             USPSQD
 CZ2387
 CZ2387                          STATION DESCRIPTION
 CZ2387
 CZ2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2387'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2387'IN GOOD CONDITION.  THE STATION IS AN EXISTING PIMA COUNTY SURVEY
 CZ2387'MARK.  IT WAS STAMPED AT THIS DATE.
 CZ2387'
 CZ2387'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 CZ2387'SOUTHEAST OF SOUTH TUCSON,
 CZ2387'1.6 KM (1 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND NEAR THE
 CZ2387'ENTRANCE TO THE PIMA COUNTY FAIRGROUNDS.
 CZ2387'OWNERSHIP--PIMA COUNTY.
 CZ2387'
 CZ2387'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2387'HOUGHTON RD WHICH IS ABOUT 24.1 KM (15 MI) SOUTHEAST OF SOUTH
 CZ2387'TUCSON, GO SOUTH FOR 2.3 KM (1.4 MI) ON HOUGHTON RD TO THE STATION
 CZ2387'ON THE RIGHT, AT THE ENTRANCE TO THE PIMA COUNTY FAIRGROUNDS.
 CZ2387'
 CZ2387'THE STATION IS A BRASS DISK 5 CM IN DIAMETER STAMPED---GPS SA 115
 CZ2387'1987---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM IN
 CZ2387'DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED 26.52 METERS (87.0
 CZ2387'FT) NORTHEAST FROM A TELEPHONE JUNCTION BOX, 23.93 METERS (78.5 FT)
 CZ2387'SOUTHWEST FROM A UTILITY POLE WITH TRANSFORMER ON EAST SIDE OF
 CZ2387'HOUGHTON RD, 23.01 METERS (75.5 FT) EAST FROM THE CENTER OF THE
 CZ2387'CENTER ONE OF THREE GATES AT FAIRGROUNDS ENTRANCE, 20.88 METERS
 CZ2387'(68.5 FT) NORTH-NORTHWEST FROM A STOP SIGN AND 12.95 METERS (42.5
 CZ2387'FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF HOUGHTON RD.
 CZ2387'
 CZ2387'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2387'
 CZ2387'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2387'
 CZ2387'DESCRIBED BY D.F. CALLAHAN.
 CZ2387
 CZ2387                          STATION RECOVERY (1996)
 CZ2387
 CZ2387'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2387'RECOVERED IN GOOD CONDITION.
 CZ2387
 CZ2387                          STATION RECOVERY (2006)
 CZ2387
 CZ2387'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2387'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EU0852 ***********************************************************************
 EU0852  DESIGNATION -  GRA 12
 EU0852  PID         -  EU0852
 EU0852  STATE/COUNTY-  AZ/LA PAZ
 EU0852  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0852
 EU0852                         *CURRENT SURVEY CONTROL
 EU0852  ___________________________________________________________________
 EU0852* NAD 83(1986)-  34 15 12.     (N)    114 00 34.     (W)     SCALED    
 EU0852* NAVD 88     -       165.95   (+/-2cm)     544.5    (feet)  VERTCON   
 EU0852  ___________________________________________________________________
 EU0852  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 EU0852
 EU0852  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0852
 EU0852.The horizontal coordinates were scaled from a topographic map and have
 EU0852.an estimated accuracy of +/- 6 seconds.
 EU0852
 EU0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0852.The vertical order pertains to the NGVD 29 superseded value.
 EU0852
 EU0852.The geoid height was determined by GEOID03.
 EU0852
 EU0852;                    North         East    Units  Estimated Accuracy
 EU0852;SPC AZ W     -   360,790.      189,460.      MT  (+/- 180 meters Scaled)
 EU0852
 EU0852                          SUPERSEDED SURVEY CONTROL
 EU0852
 EU0852  NGVD 29 (08/15/05)  165.346  (m)          542.47   (f) ADJUSTED    1 1
 EU0852
 EU0852.Superseded values are not recommended for survey control.
 EU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0852.See file dsdata.txt to determine how the superseded data were derived.
 EU0852
 EU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT753942(NAD 83)
 EU0852_MARKER: DD = SURVEY DISK
 EU0852_SETTING: 66 = SET IN ROCK OUTCROP
 EU0852_SP_SET: SET IN ROCK OUTCROP
 EU0852_STAMPING: GRA - 12 1970
 EU0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0852+STABILITY: POSITION/ELEVATION WELL
 EU0852
 EU0852  HISTORY     - Date     Condition        Report By
 EU0852  HISTORY     - 1970     MONUMENTED       BOR
 EU0852  HISTORY     - 1976     GOOD             NGS
 EU0852
 EU0852                          STATION DESCRIPTION
 EU0852
 EU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0852'30.95 MI NW FROM BOUSE.
 EU0852'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0852'BOUSE, THENCE 3.0 MILES WEST ALONG THE PLANET RANCH ROAD, AT THE
 EU0852'INTERSECTION OF PLANET RANCH ROAD AND A WASH ROAD LEADING NORTH AND
 EU0852'SOUTH, 27 FT. EAST OF THE CENTERLINE OF THE WASH ROAD, 72 FT. SOUTH
 EU0852'OF THE CENTERLINE OF PLANET RANCH ROAD, IN THE WEST FACE OF A ROCK
 EU0852'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1235 ***********************************************************************
 CY1235  DESIGNATION -  GRAHAM
 CY1235  PID         -  CY1235
 CY1235  STATE/COUNTY-  AZ/GRAHAM
 CY1235  USGS QUAD   -  MT GRAHAM (1972)
 CY1235
 CY1235                         *CURRENT SURVEY CONTROL
 CY1235  ___________________________________________________________________
 CY1235* NAD 83(1992)-  32 42 05.96810(N)    109 52 17.00773(W)     ADJUSTED  
 CY1235* NAVD 88     -      3268.6    (meters)   10724.     (feet)  VERTCON   
 CY1235  ___________________________________________________________________
 CY1235  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 CY1235  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CY1235
 CY1235  HORZ ORDER  -  FIRST
 CY1235
 CY1235.The horizontal coordinates were established by classical geodetic methods
 CY1235.and adjusted by the National Geodetic Survey in August 1993..
 CY1235
 CY1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1235
 CY1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1235
 CY1235.The geoid height was determined by GEOID03.
 CY1235
 CY1235;                    North         East     Units Scale Factor Converg.
 CY1235;SPC AZ E     -   188,706.703   241,044.235   MT  0.99990945   +0 09 34.3
 CY1235;SPC AZ E     -   619,116.48    790,827.54   iFT  0.99990945   +0 09 34.3
 CY1235;UTM  12      - 3,618,776.428   605,786.214   MT  0.99973799   +0 36 35.3
 CY1235
 CY1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1235!SPC AZ E     -   0.99949117  x   0.99990945  =   0.99940067
 CY1235!UTM  12      -   0.99949117  x   0.99973799  =   0.99922929
 CY1235
 CY1235:                Primary Azimuth Mark                     Grid Az
 CY1235:SPC AZ E     -  BRYCE                                    027 35 53.5
 CY1235:UTM  12      -  BRYCE                                    027 08 52.5
 CY1235
 CY1235|---------------------------------------------------------------------|
 CY1235| PID    Reference Object                     Distance      Geod. Az  |
 CY1235|                                                           dddmmss.s |
 CY1235| DT0778 BRYCE                               APPROX.39.9 KM 0274527.8 |
 CY1235| CC6598 GRAHAM RM NE                         13.430 METERS 06821     |
 CY1235| CC6596 GRAHAM RM 1                                        06916     |
 CY1235| CC6599 GRAHAM WM S TREE                     13.100 METERS 18945     |
 CY1235| CC6597 GRAHAM RM 2                          11.900 METERS 22719     |
 CY1235| CC7905 GRAHAM WM NW TREE                                  30525     |
 CY1235|---------------------------------------------------------------------|
 CY1235
 CY1235                          SUPERSEDED SURVEY CONTROL
 CY1235
 CY1235  NAD 83(1986)-  32 42 05.96272(N)    109 52 17.00760(W) AD(       ) 1
 CY1235  NAD 27      -  32 42 05.71200(N)    109 52 14.71100(W) AD(       ) 1
 CY1235  NGVD 29 (07/19/86) 3267.6    (m)        10720.     (f) VERT ANG       
 CY1235
 CY1235.Superseded values are not recommended for survey control.
 CY1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1235.See file dsdata.txt to determine how the superseded data were derived.
 CY1235
 CY1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0578618776(NAD 83)
 CY1235_MARKER: DD = SURVEY DISK
 CY1235_SETTING: 80 = SET IN A BOULDER
 CY1235_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1235
 CY1235  HISTORY     - Date     Condition        Report By
 CY1235  HISTORY     - 1910     MONUMENTED       USGS
 CY1235  HISTORY     - 1934     GOOD             CGS
 CY1235  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 CY1235
 CY1235                          STATION DESCRIPTION
 CY1235
 CY1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CY1235'THE STATION IS 13 MILES, AIR LINE, SW OF SAFFORD, ARIZONA,
 CY1235'ON WHAT IS LOCALLY KNOWN AS HIGH PEAK WHICH IS THE HIGHEST
 CY1235'POINT OF GRAHAM MOUNTAIN, ABOUT 10 METERS (33 FEET) NE OF THE
 CY1235'SW POINT OF THE MOUNTAIN, AND IN SECTION 32 OR 33, T. 8 S,
 CY1235'R. 24 E.
 CY1235'
 CY1235'THE STATION WAS MARKED WITH A U.S. GEOLOGICAL SURVEY TRIANGULATION
 CY1235'STATION MARK CEMENTED INTO THE ROCK.
 CY1235'
 CY1235'THE REFERENCE MARK, A 1/2-INCH DRILL HOLE 1/2 INCH DEEP IN
 CY1235'THE TOP OF A LARGE ROCK, IS 13.43 METERS (44.1 FEET) FROM
 CY1235'THE STATION N 68 DEG 21 MIN E.
 CY1235'
 CY1235'TWO BLAZED PINE TREES, 9 INCHES IN DIAMETER, WITH A 40-PENNY
 CY1235'NAIL IN THE CENTER OF THE BLAZE ON EACH TREE, WERE AT THE
 CY1235'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--13.10
 CY1235'METERS (43.0 FEET), S 9 DEG 45 MIN W AND 11.95 METERS (39.2 FEET),
 CY1235'N 54 DEG 35 MIN W.
 CY1235'
 CY1235'IN 1934, THE STATION WAS RECOVERED AND TWO NEW REFERENCE
 CY1235'MARKS, STANDARD U.S.C. AND G.S. DISKS SET IN DRILL HOLES
 CY1235'IN ROCK WERE ESTABLISHED.
 CY1235'
 CY1235'REFERENCE MARK NO. 1 IS 17.590 METERS (57.71 FEET) FROM THE
 CY1235'STATION N 69 DEG 16 MIN E.
 CY1235'
 CY1235'REFERENCE MARK NO. 2 IS 13.345 METERS (43.78 FEET) FROM THE
 CY1235'STATION S 47 DEG 19 MIN W.
 CY1235
 CY1235                          STATION RECOVERY (1972)
 CY1235
 CY1235'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1235'A.  GENERAL LOCATION SAME AS GIVEN
 CY1235'
 CY1235'B.  TO REACH SAME AS GIVEN
 CY1235'
 CY1235'C.  STATION MARK DESTROYED
 CY1235'
 CY1235'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0956 ***********************************************************************
 DU0956  DESIGNATION -  GRAM
 DU0956  PID         -  DU0956
 DU0956  STATE/COUNTY-  AZ/MARICOPA
 DU0956  USGS QUAD   -  TEMPE (1982)
 DU0956
 DU0956                         *CURRENT SURVEY CONTROL
 DU0956  ___________________________________________________________________
 DU0956* NAD 83(1992)-  33 26 27.73662(N)    111 58 11.33705(W)     ADJUSTED  
 DU0956* NAVD 88     -       350.50   (+/-2cm)    1149.9    (feet)  VERTCON   
 DU0956  ___________________________________________________________________
 DU0956  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DU0956  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0956
 DU0956  HORZ ORDER  -  SECOND
 DU0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0956
 DU0956.The horizontal coordinates were established by classical geodetic methods
 DU0956.and adjusted by the National Geodetic Survey in August 1993..
 DU0956
 DU0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0956.The vertical order pertains to the NGVD 29 superseded value.
 DU0956
 DU0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0956
 DU0956.The geoid height was determined by GEOID03.
 DU0956
 DU0956;                    North         East     Units Scale Factor Converg.
 DU0956;SPC AZ C     -   270,662.723   208,418.391   MT  0.99990030   -0 01 45.4
 DU0956;SPC AZ C     -   888,001.06    683,787.37   iFT  0.99990030   -0 01 45.4
 DU0956;UTM  12      - 3,700,602.637   409,855.564   MT  0.99970018   -0 32 04.1
 DU0956
 DU0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0956!SPC AZ C     -   0.99994964  x   0.99990030  =   0.99984995
 DU0956!UTM  12      -   0.99994964  x   0.99970018  =   0.99964984
 DU0956
 DU0956:                Primary Azimuth Mark                     Grid Az
 DU0956:SPC AZ C     -  GRAM AZ MK                               001 08 47.9
 DU0956:UTM  12      -  GRAM AZ MK                               001 39 06.6
 DU0956
 DU0956|---------------------------------------------------------------------|
 DU0956| PID    Reference Object                     Distance      Geod. Az  |
 DU0956|                                                           dddmmss.s |
 DU0956| DU0954 GRAM AZ MK                                         0010702.5 |
 DU0956| DU0957 GRAM RM 1                            25.332 METERS 07100     |
 DU0956| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.5 KM 1140800.5 |
 DU0956| DU0955 GRAM RM 2                            16.973 METERS 26604     |
 DU0956| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 1.2 KM 3043735.8 |
 DU0956| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.5 KM 3114242.0 |
 DU0956|---------------------------------------------------------------------|
 DU0956
 DU0956                          SUPERSEDED SURVEY CONTROL
 DU0956
 DU0956  NAD 83(1986)-  33 26 27.73013(N)    111 58 11.34222(W) AD(       ) 2
 DU0956  NAD 27      -  33 26 27.56870(N)    111 58 08.81540(W) AD(       ) 2
 DU0956  NGVD 29 (??/??/92)  349.847  (m)         1147.79   (f) ADJ UNCH    2 0
 DU0956
 DU0956.Superseded values are not recommended for survey control.
 DU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0956.See file dsdata.txt to determine how the superseded data were derived.
 DU0956
 DU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0985600603(NAD 83)
 DU0956_MARKER: DE = TRAVERSE STATION DISK
 DU0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0956_STAMPING: GRAM 1963
 DU0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0956+STABILITY: SURFACE MOTION
 DU0956
 DU0956  HISTORY     - Date     Condition        Report By
 DU0956  HISTORY     - 1963     MONUMENTED       CGS
 DU0956  HISTORY     - 1963     GOOD             CGS
 DU0956
 DU0956                          STATION DESCRIPTION
 DU0956
 DU0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0956'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF THE
 DU0956'CENTER OF PHOENIX, ABOUT 2-1/2 MILES NORTHWEST OF TEMPE AND
 DU0956'1/2 MILE EAST OF SOUTH 48TH STREET JUST SOUTH OF THE GRAND
 DU0956'CANAL.
 DU0956'
 DU0956'TO REACH THE STATION FROM THE INTERSECTION OF EAST WASHINGTON
 DU0956'STREET AND 48TH STREET, GO SOUTH ON 48TH STREET FOR 0.4 MILE
 DU0956'TO CROSSROAD JUST AFTER CROSSING CANAL, TURN LEFT, GO
 DU0956'EAST ALONG THE SOUTH SIDE OF CANAL FOR 0.5 MILE TO THE
 DU0956'STATION ON RIGHT.
 DU0956'
 DU0956'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0956'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM 1963.
 DU0956'THE MARK IS 29 FEET SOUTH OF THE SOUTH EDGE OF CANAL, 15 FEET
 DU0956'SOUTH OF CENTER OF ROAD AND 1.8 FEET NORTH OF WITNESS POST.
 DU0956'
 DU0956'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0956'CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED GRAM NO 1 1963.
 DU0956'THE MARK IS 8490 FEET EAST-NORTHEAST OF WITNESS POST, 13
 DU0956'FEET SOUTH OF CENTER OF ROAD AND 2 FEET NORTH OF FENCE.
 DU0956'
 DU0956'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DU0956'A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM
 DU0956'NO 2 1963.  THE MARK IS 55.6 FEET WEST OF WITNESS POST, 13
 DU0956'FEET SOUTH OF CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 DU0956'
 DU0956'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 DU0956'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM
 DU0956'1963.  THE MARK IS 58 FEET SOUTH OF CENTER OF EAST WASHINGTON
 DU0956'STREET, 57 FEET EAST-SOUTHEAST OF POWER POLE NUMBER 57, 3.2 FEET
 DU0956'NORTHWEST OF WITNESS POST AND 2.5 FEET WEST OF FENCE.
 DU0956'
 DU0956'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF EAST
 DU0956'WASHINGTON STREET AND 48TH STREET, GO EAST ON EAST WASHINGTON
 DU0956'STREET FOR 0.5 MILE TO WALLS LIVESTOCK SUPPLY AND MARK ON
 DU0956'RIGHT.
 DU0956
 DU0956                          STATION RECOVERY (1963)
 DU0956
 DU0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0956'IN PHOENIX.
 DU0956'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0956'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0956'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0956'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0956'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0956'ROAD CURVES TO THE NORTHEAST, 14 FEET SOUTH OF THE CENTER OF THE ROAD,
 DU0956'26 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL, 2 FEET NORTH OF FENCE,
 DU0956'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DU0956'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DU0956'NOTE-- RM 1 IS 83.2 FEET EAST-NORTHEAST OF TRAVERSE STATION GRAM, 11
 DU0956'FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET SOUTH OF THE SOUTH EDGE
 DU0956'OF THE CANAL, 2 FEET NORTH OF A FENCE, 83.8 FEET EAST-NORTHEAST OF A
 DU0956'METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRAM
 DU0956'NO 1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. RM 2 IS
 DU0956'54.7 FEET WEST OF TRAVERSE STATION GRAM, 11.5 FEET SOUTH OF THE CENTER
 DU0956'OF THE ROAD, 25 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL, 54.5 FEET
 DU0956'WEST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK
 DU0956'STAMPED GRAM NO 2, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0954 ***********************************************************************
 DU0954  DESIGNATION -  GRAM AZ MK
 DU0954  PID         -  DU0954
 DU0954  STATE/COUNTY-  AZ/MARICOPA
 DU0954  USGS QUAD   -  TEMPE (1982)
 DU0954
 DU0954                         *CURRENT SURVEY CONTROL
 DU0954  ___________________________________________________________________
 DU0954* NAD 83(1986)-  33 26 45.     (N)    111 58 11.     (W)     SCALED    
 DU0954* NAVD 88     -       362.660  (meters)    1189.83   (feet)  ADJUSTED  
 DU0954  ___________________________________________________________________
 DU0954  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0954  DYNAMIC HT  -         362.242 (meters)    1188.46  (feet)  COMP
 DU0954  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DU0954
 DU0954  VERT ORDER  -  SECOND    CLASS 0
 DU0954
 DU0954.The horizontal coordinates were scaled from a topographic map and have
 DU0954.an estimated accuracy of +/- 6 seconds.
 DU0954
 DU0954.The orthometric height was determined by differential leveling
 DU0954.and adjusted by the National Geodetic Survey in November 1993..
 DU0954
 DU0954.The geoid height was determined by GEOID03.
 DU0954
 DU0954.The dynamic height is computed by dividing the NAVD 88
 DU0954.geopotential number by the normal gravity value computed on the
 DU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0954.degrees latitude (g = 980.6199 gals.).
 DU0954
 DU0954.The modeled gravity was interpolated from observed gravity values.
 DU0954
 DU0954;                    North         East    Units  Estimated Accuracy
 DU0954;SPC AZ C     -   271,200.      208,430.      MT  (+/- 180 meters Scaled)
 DU0954
 DU0954                          SUPERSEDED SURVEY CONTROL
 DU0954
 DU0954  NGVD 29 (??/??/92)  361.995  (m)         1187.65   (f) ADJ UNCH    2 0
 DU0954
 DU0954.Superseded values are not recommended for survey control.
 DU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0954.See file dsdata.txt to determine how the superseded data were derived.
 DU0954
 DU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098011(NAD 83)
 DU0954_MARKER: DZ = AZIMUTH MARK DISK
 DU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0954_STAMPING: GRAM 1963
 DU0954_MARK LOGO: CGS   
 DU0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0954+STABILITY: SURFACE MOTION
 DU0954
 DU0954  HISTORY     - Date     Condition        Report By
 DU0954  HISTORY     - 1963     MONUMENTED       CGS
 DU0954  HISTORY     - 1982     GOOD             AZDT
 DU0954
 DU0954                          STATION DESCRIPTION
 DU0954
 DU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0954'IN PHOENIX.
 DU0954'0.5 MILE EAST ALONG EAST WASHINGTON STREET FROM THE INTERSECTION OF
 DU0954'48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF PHOENIX, AT
 DU0954'AN ENTRANCE TO THE STOCKYARDS SOUTH OF THE STREET, 60 FEET SOUTH OF
 DU0954'THE CENTER OF EAST WASHINGTON STREET, 2.5 FEET WEST OF A METAL FENCE
 DU0954'AROUND WALLS LIVESTOCK SUPPLIES BUILDING, 9.5 FEET SOUTH-SOUTHWEST OF
 DU0954'A FENCE CORNER, 3.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 DU0954'ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET, AND SET IN TOP OF A
 DU0954'CONCRETE POST PROJECTING 1 INCH.
 DU0954
 DU0954                          STATION RECOVERY (1982)
 DU0954
 DU0954'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0957 ***********************************************************************
 DU0957  DESIGNATION -  GRAM RM 1
 DU0957  PID         -  DU0957
 DU0957  STATE/COUNTY-  AZ/MARICOPA
 DU0957  USGS QUAD   -  TEMPE (1982)
 DU0957
 DU0957                         *CURRENT SURVEY CONTROL
 DU0957  ___________________________________________________________________
 DU0957* NAD 83(1986)-  33 26 27.     (N)    111 58 11.     (W)     SCALED    
 DU0957* NAVD 88     -       350.27   (+/-2cm)    1149.2    (feet)  VERTCON   
 DU0957  ___________________________________________________________________
 DU0957  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0957
 DU0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0957
 DU0957.The horizontal coordinates were scaled from a topographic map and have
 DU0957.an estimated accuracy of +/- 6 seconds.
 DU0957
 DU0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0957.The vertical order pertains to the NGVD 29 superseded value.
 DU0957
 DU0957.The geoid height was determined by GEOID03.
 DU0957
 DU0957;                    North         East    Units  Estimated Accuracy
 DU0957;SPC AZ C     -   270,640.      208,430.      MT  (+/- 180 meters Scaled)
 DU0957
 DU0957                          SUPERSEDED SURVEY CONTROL
 DU0957
 DU0957  NGVD 29 (??/??/92)  349.617  (m)         1147.04   (f) ADJ UNCH    2 0
 DU0957
 DU0957.Superseded values are not recommended for survey control.
 DU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0957.See file dsdata.txt to determine how the superseded data were derived.
 DU0957
 DU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098005(NAD 83)
 DU0957_MARKER: DR = REFERENCE MARK DISK
 DU0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0957_STAMPING: GRAM NO 1 1963
 DU0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0957+STABILITY: SURFACE MOTION
 DU0957
 DU0957  HISTORY     - Date     Condition        Report By
 DU0957  HISTORY     - 1963     MONUMENTED       CGS
 DU0957
 DU0957                          STATION DESCRIPTION
 DU0957
 DU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0957'IN PHOENIX.
 DU0957'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0957'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0957'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0957'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0957'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0957'ROAD CURVES TO THE NORTHEAST, 83.2 FEET EAST-NORTHEAST OF TRAVERSE
 DU0957'STATION GRAM, 11 FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET SOUTH
 DU0957'OF THE SOUTH EDGE OF THE CANAL, 2 FEET NORTH OF A FENCE, 83.8 FEET
 DU0957'EAST-NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU0957'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0955 ***********************************************************************
 DU0955  DESIGNATION -  GRAM RM 2
 DU0955  PID         -  DU0955
 DU0955  STATE/COUNTY-  AZ/MARICOPA
 DU0955  USGS QUAD   -  TEMPE (1982)
 DU0955
 DU0955                         *CURRENT SURVEY CONTROL
 DU0955  ___________________________________________________________________
 DU0955* NAD 83(1986)-  33 26 27.     (N)    111 58 11.     (W)     SCALED    
 DU0955* NAVD 88     -       350.68   (+/-2cm)    1150.5    (feet)  VERTCON   
 DU0955  ___________________________________________________________________
 DU0955  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0955
 DU0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0955
 DU0955.The horizontal coordinates were scaled from a topographic map and have
 DU0955.an estimated accuracy of +/- 6 seconds.
 DU0955
 DU0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0955.The vertical order pertains to the NGVD 29 superseded value.
 DU0955
 DU0955.The geoid height was determined by GEOID03.
 DU0955
 DU0955;                    North         East    Units  Estimated Accuracy
 DU0955;SPC AZ C     -   270,640.      208,430.      MT  (+/- 180 meters Scaled)
 DU0955
 DU0955                          SUPERSEDED SURVEY CONTROL
 DU0955
 DU0955  NGVD 29 (??/??/92)  350.026  (m)         1148.38   (f) ADJ UNCH    2 0
 DU0955
 DU0955.Superseded values are not recommended for survey control.
 DU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0955.See file dsdata.txt to determine how the superseded data were derived.
 DU0955
 DU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098005(NAD 83)
 DU0955_MARKER: DR = REFERENCE MARK DISK
 DU0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0955_STAMPING: GRAM NO 2 1963
 DU0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0955+STABILITY: SURFACE MOTION
 DU0955
 DU0955  HISTORY     - Date     Condition        Report By
 DU0955  HISTORY     - 1963     MONUMENTED       CGS
 DU0955
 DU0955                          STATION DESCRIPTION
 DU0955
 DU0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0955'IN PHOENIX.
 DU0955'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0955'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0955'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0955'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0955'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0955'ROAD CURVES TO THE NORTHEAST, 54.7 FEET WEST OF TRAVERSE STATION GRAM,
 DU0955'11.5 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET SOUTH OF THE SOUTH
 DU0955'EDGE OF THE CANAL, 54.5 FEET WEST OF A METAL WITNESS POST, AND SET IN
 DU0955'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2225 ***********************************************************************
 DU2225  DESIGNATION -  GRAN
 DU2225  PID         -  DU2225
 DU2225  STATE/COUNTY-  AZ/MARICOPA
 DU2225  USGS QUAD   -  WILDCAT HILL (1981)
 DU2225
 DU2225                         *CURRENT SURVEY CONTROL
 DU2225  ___________________________________________________________________
 DU2225* NAD 83(1992)-  33 47 00.01557(N)    111 48 16.06689(W)     ADJUSTED  
 DU2225* NAVD 88     -      1076.5    (meters)    3532.     (feet)  VERTCON   
 DU2225  ___________________________________________________________________
 DU2225  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DU2225  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DU2225
 DU2225  HORZ ORDER  -  SECOND
 DU2225
 DU2225.The horizontal coordinates were established by classical geodetic methods
 DU2225.and adjusted by the National Geodetic Survey in August 1993..
 DU2225
 DU2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2225
 DU2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2225
 DU2225.The geoid height was determined by GEOID03.
 DU2225
 DU2225;                    North         East     Units Scale Factor Converg.
 DU2225;SPC AZ C     -   308,629.630   223,751.116   MT  0.99990133   +0 03 44.6
 DU2225;SPC AZ C     - 1,012,564.40    734,091.59   iFT  0.99990133   +0 03 44.6
 DU2225;UTM  12      - 3,738,424.063   425,520.560   MT  0.99966838   -0 26 50.4
 DU2225
 DU2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2225!SPC AZ C     -   0.99983553  x   0.99990133  =   0.99973687
 DU2225!UTM  12      -   0.99983553  x   0.99966838  =   0.99950396
 DU2225
 DU2225:                Primary Azimuth Mark                     Grid Az
 DU2225:SPC AZ C     -  GRAN AZ MK                               263 08 11.5
 DU2225:UTM  12      -  GRAN AZ MK                               263 38 46.5
 DU2225
 DU2225|---------------------------------------------------------------------|
 DU2225| PID    Reference Object                     Distance      Geod. Az  |
 DU2225|                                                           dddmmss.s |
 DU2225| CH5244 GRAN AZ MK                                         2631156.1 |
 DU2225| CH5245 GRAN RM 1                            15.002 METERS 26706     |
 DU2225| CH5246 GRAN RM 2                            12.135 METERS 34813     |
 DU2225|---------------------------------------------------------------------|
 DU2225
 DU2225                          SUPERSEDED SURVEY CONTROL
 DU2225
 DU2225  NAD 83(1986)-  33 47 00.01000(N)    111 48 16.07085(W) AD(       ) 2
 DU2225  NAD 27      -  33 46 59.85900(N)    111 48 13.56000(W) AD(       ) 2
 DU2225  NGVD 29 (07/19/86) 1075.9    (m)         3530.     (f) VERT ANG       
 DU2225
 DU2225.Superseded values are not recommended for survey control.
 DU2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2225.See file dsdata.txt to determine how the superseded data were derived.
 DU2225
 DU2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2552138424(NAD 83)
 DU2225_MARKER: DS = TRIANGULATION STATION DISK
 DU2225_SETTING: 66 = SET IN ROCK OUTCROP
 DU2225
 DU2225  HISTORY     - Date     Condition        Report By
 DU2225  HISTORY     - 1946     MONUMENTED       CGS
 DU2225  HISTORY     - 1972     GOOD             AZHD
 DU2225
 DU2225                          STATION DESCRIPTION
 DU2225
 DU2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2225'STATION IS ON A ROCKY HILL KNOWN LOCALLY AS GRANITE MOUNTAIN.
 DU2225'IT IS THE HIGHEST POINT IN THE VICINITY, AND BY APPROXIMATE
 DU2225'AIRLINE DISTANCES IS LOCATED 9 MILES EAST-SOUTHEAST OF CAVE CREEK,
 DU2225'8-1/2 MILES WEST OF THE VERDE RIVER, AND 2 MILES EAST OF
 DU2225'BROWNS WELL.
 DU2225'
 DU2225'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 DU2225'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.1
 DU2225'MILES TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE
 DU2225'TAKE THE RIGHT FORK FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 DU2225'RIGHT AS PER THE SIGN, BROWNS WELL 7 AND FOLLOW THE MAIN
 DU2225'TRAVELLED ROAD FOR 2.9 MILES TO A GATE.  PASS THROUGH GATE, KEEP
 DU2225'THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD, FOR 3.0 MILES
 DU2225'TO ANOTHER GATE.  PASS THROUGH, KEEP THE LEFT FORK AND GO
 DU2225'0.2 MILES TO A GATE, THENCE CONTINUE 1.0 MILE TO THE BROWN
 DU2225'RANCH HOUSE ON THE RIGHT AND CORRALS ON THE LEFT.  (THE
 DU2225'AZIMUTH MARK IS 48 YARDS SOUTHWEST OF THE ROAD JUST AFTER
 DU2225'IT CROSSES A SMALL WASH AND BEFORE IT ENTERS THE AREA
 DU2225'BETWEEN THE RANCH HOUSE AND THE CORRALS.) CONTINUE
 DU2225'STRAIGHT AHEAD FOR 0.35 MILE TO A DIM SIDE ROAD LEFT.  TURN
 DU2225'LEFT AND FOLLOW THE DIM ROAD WHICH GOES IN AND OUT OF THE
 DU2225'WASHES ALONG THE SOUTH SIDE OF THE FENCE LINE FOR 1.5 MILES
 DU2225'TO A GATE ON THE LEFT INTO A LANE.  TURN LEFT INTO THE LANE
 DU2225'FOR 0.15 MILE TO A GATE.  PASS THROUGHT AND GO 0.05 MILE, PAST
 DU2225'EARTH RESERVOIR, TO ANOTHER GATE.  PASS THROUGH AND DRIVE
 DU2225'CROSS COUNTRY NORTH-NORTHEAST TOWARD THE HILL FOR ABOUT
 DU2225'0.3 MILE.  A TRUCK WITH HIGH CLEARANCE CAN BE DRIVEN TO THE
 DU2225'BASE OF THE HILL - ABOUT A MILE FROM THE GATE.  FROM THE BASE OF
 DU2225'THE HILL IT IS ABOUT A 1/2 HOUR PACK TO THE TOP AND THE
 DU2225'STATION.
 DU2225'
 DU2225'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION
 DU2225'DISC STAMPED GRAN 1946, IS SET IN A DRILL HOLE IN A BEDROCK
 DU2225'PINNACLE WHICH FORMS THE HIGHEST POINT ON THE HILL, AND WHICH
 DU2225'PROJECTS ABOUT 12 FEET ABOVE THE SURROUNDING GROUND.
 DU2225'
 DU2225'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2225'GRAN NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2225'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, AND IS LOCATED
 DU2225'WEST OF THE STATIOIN AND ABOUT 15 FEET LOWER.
 DU2225'
 DU2225'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2225'GRAN NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2225'WHICH PROJECTS ABOUT 6 FEET ABOVE THE GROUND, AND IS LOCATED
 DU2225'NORTH-NORTHWEST OF THE STATION AND ABOUT 7 FEET LOWER.
 DU2225'
 DU2225'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED
 DU2225'GRAN 1946, IS SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF A
 DU2225'BEDROCK LEDGE AND NEAR A SMALL ROCK CAIRN.
 DU2225
 DU2225                          STATION RECOVERY (1972)
 DU2225
 DU2225'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2225'STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1743 ***********************************************************************
 DV1743  DESIGNATION -  GRAND
 DV1743  PID         -  DV1743
 DV1743  STATE/COUNTY-  AZ/MARICOPA
 DV1743  USGS QUAD   -  GLENDALE (1982)
 DV1743
 DV1743                         *CURRENT SURVEY CONTROL
 DV1743  ___________________________________________________________________
 DV1743* NAD 83(1992)-  33 35 24.25064(N)    112 14 51.22617(W)     ADJUSTED  
 DV1743* NAVD 88     -       347.788  (meters)    1141.03   (feet)  ADJUSTED  
 DV1743  ___________________________________________________________________
 DV1743  X           -  -2,013,752.112 (meters)                     COMP
 DV1743  Y           -  -4,922,863.319 (meters)                     COMP
 DV1743  Z           -   3,508,836.253 (meters)                     COMP
 DV1743  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DV1743  ELLIP HEIGHT-         317.73  (meters)          (06/11/02) GPS OBS
 DV1743  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1743  DYNAMIC HT  -         347.386 (meters)    1139.72  (feet)  COMP
 DV1743  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DV1743
 DV1743  HORZ ORDER  -  FIRST
 DV1743  VERT ORDER  -  SECOND    CLASS I
 DV1743  ELLP ORDER  -  FOURTH    CLASS II
 DV1743
 DV1743.The horizontal coordinates were established by GPS observations
 DV1743.and adjusted by the National Geodetic Survey in August 1993..
 DV1743
 DV1743.The orthometric height was determined by differential leveling
 DV1743.and adjusted by the National Geodetic Survey in November 1993..
 DV1743
 DV1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1743
 DV1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1743
 DV1743.The ellipsoidal height was determined by GPS observations
 DV1743.and is referenced to NAD 83.
 DV1743
 DV1743.The geoid height was determined by GEOID03.
 DV1743
 DV1743.The dynamic height is computed by dividing the NAVD 88
 DV1743.geopotential number by the normal gravity value computed on the
 DV1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1743.degrees latitude (g = 980.6199 gals.).
 DV1743
 DV1743.The modeled gravity was interpolated from observed gravity values.
 DV1743
 DV1743;                    North         East     Units Scale Factor Converg.
 DV1743;SPC AZ C     -   287,238.522   182,647.174   MT  0.99991163   -0 10 59.0
 DV1743;SPC AZ C     -   942,383.60    599,236.14   iFT  0.99991163   -0 10 59.0
 DV1743;UTM  12      - 3,717,402.562   384,236.236   MT  0.99976521   -0 41 25.0
 DV1743
 DV1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1743!SPC AZ C     -   0.99995012  x   0.99991163  =   0.99986176
 DV1743!UTM  12      -   0.99995012  x   0.99976521  =   0.99971534
 DV1743
 DV1743|---------------------------------------------------------------------|
 DV1743| PID    Reference Object                     Distance      Geod. Az  |
 DV1743|                                                           dddmmss.s |
 DV1743| CR9943 GRAND RM 3                           12.788 METERS 13650     |
 DV1743| DV1744 GRAND RM 1                           12.191 METERS 13658     |
 DV1743| CR9944 GRAND RM 4                           12.130 METERS 31632     |
 DV1743| DV1745 GRAND RM 2                           12.191 METERS 31636     |
 DV1743| DV1747 GRAND AZ MK                         APPROX. 0.6 KM 3381847.9 |
 DV1743|---------------------------------------------------------------------|
 DV1743
 DV1743                          SUPERSEDED SURVEY CONTROL
 DV1743
 DV1743  ELLIP H (08/23/93)  317.87   (m)                       GP(       ) 4 2
 DV1743  NAD 83(1986)-  33 35 24.24623(N)    112 14 51.23165(W) AD(       ) 1
 DV1743  NGVD 29 (11/30/89)  347.22   (m)         1139.2    (f) LEVELING    3  
 DV1743
 DV1743.Superseded values are not recommended for survey control.
 DV1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1743.See file dsdata.txt to determine how the superseded data were derived.
 DV1743
 DV1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8423617403(NAD 83)
 DV1743_MARKER: DS = TRIANGULATION STATION DISK
 DV1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1743_SP_SET: CONCRETE POST
 DV1743_STAMPING: GRAND
 DV1743_MARK LOGO: AZDT  
 DV1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1743+STABILITY: SURFACE MOTION
 DV1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1743+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 DV1743
 DV1743  HISTORY     - Date     Condition        Report By
 DV1743  HISTORY     - 1982     MONUMENTED       AZDT
 DV1743  HISTORY     - 1983     GOOD             AZDT
 DV1743  HISTORY     - 1986     GOOD             AZDT
 DV1743  HISTORY     - 20060826 GOOD             GEOCAC
 DV1743
 DV1743                          STATION DESCRIPTION
 DV1743
 DV1743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1743'THE STATION IS LOCATED ALONG GRAND AVENUE IN NORTHWEST PHOENIX, 7.5
 DV1743'MILES WEST OF INTERSTATE HIGHWAY 17 AND 0.45 MILE SOUTHEAST OF 91ST
 DV1743'AVENUE.
 DV1743'
 DV1743'THE STATION MARK IS AN AZDT DISK STAMPED---GRAND 1982---.  IT IS SET
 DV1743'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 52-0 FEET NORTHEAST OF
 DV1743'THE CENTER LINE OF THE WEST BOUND LANE, 19.6 FEET SOUTHWEST OF THE
 DV1743'SOUTHWEST RAIL OF THE SANTA FE RAILROAD AND 3 FEET NORTHEAST OF THE
 DV1743'WITNESS POST AND SIGN.
 DV1743'
 DV1743'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAND RM 1 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1743'
 DV1743'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAND RM 2 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1743'
 DV1743'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GRAND AZ 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 152 FEET EAST OF A
 DV1743'POWER POLE, 140 FEET WEST OF A POWER POLE, 37 FEET NORTH OF THE CENTER
 DV1743'LINE OF CACTUS ROAD, 3.5 FEET WEST OF THE WITNESS POST AND 1.5 FEET
 DV1743'SOUTH OF A FENCE LINE.
 DV1743'
 DV1743'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND PEORIA AVENUE
 DV1743'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG PEORIA
 DV1743'AVENUE FOR 7.0 MILES TO THE INTERSECTION OF 83RD AVENUE AND GRAND
 DV1743'AVENUE AT A 6 POINT INTERSECTION.  TURN RIGHT ON GRAND AVENUE AND
 DV1743'TRAVEL NORTHWEST FOR 0.8 MILE TO A CURVE LEFT IN GRAND AVENUE AND THE
 DV1743'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE NORTHWEST ON
 DV1743'GRAND AVENUE FOR 0.45 MILE TO 91ST AVENUE.  TURN RIGHT AND TRAVEL
 DV1743'NORTH FOR 0.2 MILE TO CACTUS ROAD.  TURN RIGH ALONG CACTUS ROAD FOR
 DV1743'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DV1743
 DV1743                          STATION RECOVERY (1983)
 DV1743
 DV1743'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1743'IN PEORIA.
 DV1743'IN PEORIA, FROM THE INTERSECTION OF PEORIA AVENUE, 83RD AVENUE AND
 DV1743'GRAND AVENUE GO NORTHWEST ALONG GRAND AVENUE FOR 0.80 MI (1.29 KM) TO
 DV1743'A CURVE LEFT, THE STATION IS ON THE RIGHT, 52.0 FT (15.85 METERS)
 DV1743'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND OF GRAND AVENUE, 19.6 FT
 DV1743'(5.97 METERS) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SANTA FE
 DV1743'RAILROAD, A A STANDARD AZDT CAP SET IN A CONCRETE POST FLUSH WITH THE
 DV1743'GROUND.
 DV1743
 DV1743                          STATION RECOVERY (1986)
 DV1743
 DV1743'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1743'THE STATION WAS RECOVERED AT THIS DATE.
 DV1743'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1743'DESCRIPTION WAS ADEQUATE.
 DV1743
 DV1743                          STATION RECOVERY (2006)
 DV1743
 DV1743'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0675 ***********************************************************************
 DV0675  DESIGNATION -  GRAND
 DV0675  PID         -  DV0675
 DV0675  STATE/COUNTY-  AZ/MARICOPA
 DV0675  USGS QUAD   -  PHOENIX (1982)
 DV0675
 DV0675                         *CURRENT SURVEY CONTROL
 DV0675  ___________________________________________________________________
 DV0675* NAD 83(1992)-  33 28 25.13157(N)    112 06 46.54517(W)     ADJUSTED  
 DV0675* NAVD 88     -       333.83   (+/-2cm)    1095.2    (feet)  VERTCON   
 DV0675  ___________________________________________________________________
 DV0675  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DV0675  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0675
 DV0675  HORZ ORDER  -  SECOND
 DV0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0675
 DV0675.The horizontal coordinates were established by classical geodetic methods
 DV0675.and adjusted by the National Geodetic Survey in August 1993..
 DV0675
 DV0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0675.The vertical order pertains to the NGVD 29 superseded value.
 DV0675
 DV0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0675
 DV0675.The geoid height was determined by GEOID03.
 DV0675
 DV0675;                    North         East     Units Scale Factor Converg.
 DV0675;SPC AZ C     -   274,295.158   195,119.071   MT  0.99990410   -0 06 29.7
 DV0675;SPC AZ C     -   899,918.50    640,154.43   iFT  0.99990410   -0 06 29.7
 DV0675;UTM  12      - 3,704,351.546   396,591.274   MT  0.99973183   -0 36 50.0
 DV0675
 DV0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0675!SPC AZ C     -   0.99995230  x   0.99990410  =   0.99985640
 DV0675!UTM  12      -   0.99995230  x   0.99973183  =   0.99968414
 DV0675
 DV0675:                Primary Azimuth Mark                     Grid Az
 DV0675:SPC AZ C     -  PHOENIX PUB SER MICROWAVE MAST           010 27 45.6
 DV0675:UTM  12      -  PHOENIX PUB SER MICROWAVE MAST           010 58 05.9
 DV0675
 DV0675|---------------------------------------------------------------------|
 DV0675| PID    Reference Object                     Distance      Geod. Az  |
 DV0675|                                                           dddmmss.s |
 DV0675| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX.13.6 KM 0102115.9 |
 DV0675| DV0618 GRAND AZ MK                                        1633031.8 |
 DV0675| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.16.2 KM 1634309.8 |
 DV0675| DV0676 GRAND RM 1                           34.641 METERS 17237     |
 DV0675| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 0.8 KM 2122405.7 |
 DV0675| DV0674 GRAND RM 2                           34.478 METERS 35016     |
 DV0675|---------------------------------------------------------------------|
 DV0675
 DV0675                          SUPERSEDED SURVEY CONTROL
 DV0675
 DV0675  NAD 83(1986)-  33 28 25.12569(N)    112 06 46.55050(W) AD(       ) 2
 DV0675  NAD 27      -  33 28 24.97340(N)    112 06 44.01060(W) AD(       ) 2
 DV0675  NGVD 29 (??/??/92)  333.202  (m)         1093.18   (f) ADJ UNCH    2 0
 DV0675
 DV0675.Superseded values are not recommended for survey control.
 DV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0675.See file dsdata.txt to determine how the superseded data were derived.
 DV0675
 DV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9659104352(NAD 83)
 DV0675_MARKER: DS = TRIANGULATION STATION DISK
 DV0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0675_STAMPING: GRAND 1959
 DV0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0675+STABILITY: SURFACE MOTION
 DV0675
 DV0675  HISTORY     - Date     Condition        Report By
 DV0675  HISTORY     - 1959     MONUMENTED       CGS
 DV0675  HISTORY     - 1962     GOOD             CGS
 DV0675  HISTORY     - 1963     GOOD             CGS
 DV0675  HISTORY     - 1963     GOOD             NGS
 DV0675  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0675
 DV0675                          STATION DESCRIPTION
 DV0675
 DV0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0675'THE STATION IS IN THE NORTHWEST SECTION OF PHOENIX, 2.4 MILES
 DV0675'SOUTH OF THE INTERSECTION OF CAMELBACK ROAD AND ARIZONA STATE
 DV0675'HIGHWAY 69, (BLACK CANYON HIGHWAY), 0.3 MILE SOUTH OF THE
 DV0675'OVERPASS OF U.S. HIGHWAYS 60, 70, AND 89, (GRAND AVENUE), AND
 DV0675'IN THE CENTER OF THE CENTER DIVIDER OF STATE HIGHWAY 69.
 DV0675'
 DV0675'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD
 DV0675'AND STATE HIGHWAY 69, GO SOUTH ON STATE HIGHWAY 69 FOR 2.55
 DV0675'MILES TO THE STATION ON THE LEFT, EAST.
 DV0675'
 DV0675'THE STATION IS A STANDARD DISK, STAMPED GRAND 1959, SET IN A
 DV0675'12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH AND IN THE
 DV0675'CENTER OF THE ROAD DIVIDER.
 DV0675'
 DV0675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND NO 1 1959,
 DV0675'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE HIGHWAY
 DV0675'DIVIDER.
 DV0675'
 DV0675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND NO 2 1959,
 DV0675'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE HIGHWAY
 DV0675'DIVIDER.
 DV0675'
 DV0675'TRIANGULATION STATION STELLA CAN BE USED FOR AN AZIMUTH MARK.
 DV0675'(SEE DESCRIPTION THEREOF)
 DV0675
 DV0675                          STATION RECOVERY (1962)
 DV0675
 DV0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0675'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV0675'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 DV0675'SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE
 DV0675'MARKS.  NO DATA WAS AVAILABLE AT THIS TIME TO CHECK THE
 DV0675'DIRECTION TO THE REFERENCE MARKS.
 DV0675'
 DV0675'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV0675'
 DV0675'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE BUSINESS
 DV0675'SECTION OF PHOENIX, 0.45 MILE SOUTH OF THOMAS ROAD, 0.55 MILE
 DV0675'NORTH OF MC. DOWELL ROAD AND IN MEDIAN OF STATE ROUTE 69
 DV0675'(BLACK CANYON HIGHWAY).
 DV0675'
 DV0675'TO REACH THE STATION FROM STATE ROUTE 69 AND W. VAN BUREN
 DV0675'STREET IN PHOENIX, GO NORTH ON STATE ROUTE 69 FOR 1.0 MILE
 DV0675'TO W. MC DOWELL ROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 DV0675'CORNER OF OVERPASS OF STATE ROUTE 69, CONTINUE NORTH ON STATE
 DV0675'ROUTE 69 FOR 0.55 MILE TO STATION IN CENTER OF MEDIAN AS
 DV0675'DESCRIBED.
 DV0675'
 DV0675'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GRAND
 DV0675'1959, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 DV0675'SET FLUSH WITH THE SURFACE OF MEDIAN.  THE MARK IS 24 FEET EAST
 DV0675'OF CENTER OF SOUTH BOUND LANE, 24 FEET WEST OF THE CENTER OF
 DV0675'NORTH BOUND LANE, IN THE CENTER OF MEDIAN AND IS SURROUNDED
 DV0675'BY WHITE PAINT.
 DV0675'
 DV0675'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GRAND
 DV0675'NO 1 1959, IS SET IN A DRILL HOLE IN THE WEST CURB OF MEDIAN.
 DV0675'THE MARK IS 28 FEET WEST OF CENTER OF NORTH BOUND LANE, 20 FEET
 DV0675'EAST OF CENTER OF SOUTH BOUND LANE AND 3.8 FEET WEST OF
 DV0675'CENTER OF MEDIAN.
 DV0675'
 DV0675'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GRAND
 DV0675'NO 2 1959, IS SET IN A DRILL HOLE IN THE WEST CURB OF MEDIAN.
 DV0675'THE MARK IS 28 FEET WEST OF CENTER OF NORTH BOUND LANE, 20
 DV0675'FEET EAST OF CENTER OF SOUTH BOUND LANE AND 3.8 FEET WEST OF
 DV0675'CENTER OF MEDIAN.
 DV0675'
 DV0675'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GRAND 1959, IS
 DV0675'SET IN A DRILL HOLE IN TOP OF CONCRETE OVERPASS RAIL WHICH
 DV0675'PROJECTS ABOUT 2 FEET ABOVE THE SIDE WALK.  THE MARK IS IN
 DV0675'THE NORTHWEST CORNER OF OVERPASS OF STATE ROUTE 69, 97 FEET
 DV0675'WEST OF CENTER OF STATE ROUTE 69,50 FEET NORTH OF THE CENTER
 DV0675'OF MC DOWELL ROAD, 33 FEET EAST OF CENTER OF (BLACK CANYON
 DV0675'HIGHWAY) SERVICE ROAD AND 25 FEET WEST OF A STREET LIGHT.
 DV0675'
 DV0675'STATION MARK IS AS DESCRIBED.
 DV0675
 DV0675                          STATION RECOVERY (1963)
 DV0675
 DV0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0675'STATION WAS RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS
 DV0675'WERE FOUND TO BE IN GOOD CONDITION.
 DV0675'
 DV0675'STATION WAS NOT OCCUPIED AT THIS TIME.
 DV0675
 DV0675                          STATION RECOVERY (1963)
 DV0675
 DV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0675'IN PHOENIX.
 DV0675'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0675'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0675'CARPETS BUILDING, IN THE CENTER OF THE CENTER DIVIDER STRIP OF THE
 DV0675'BLACK CANYON FREEWAY, 25 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 DV0675'LANE, 25 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE, 0.5 FOOT
 DV0675'ABOVE THE LEVEL OF THE FREEWAY, AND SET IN TOP OF A CONCRETE POST
 DV0675'FLUSH WITH THE GROUND.
 DV0675
 DV0675                          STATION RECOVERY (2006)
 DV0675
 DV0675'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0675'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0675'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1747 ***********************************************************************
 DV1747  DESIGNATION -  GRAND AZ MK
 DV1747  PID         -  DV1747
 DV1747  STATE/COUNTY-  AZ/MARICOPA
 DV1747  USGS QUAD   -  GLENDALE (1982)
 DV1747
 DV1747                         *CURRENT SURVEY CONTROL
 DV1747  ___________________________________________________________________
 DV1747* NAD 83(1992)-  33 35 43.78904(N)    112 15 00.51094(W)     ADJUSTED  
 DV1747* NAVD 88     -       349.108  (meters)    1145.37   (feet)  ADJUSTED  
 DV1747  ___________________________________________________________________
 DV1747  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DV1747  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1747  DYNAMIC HT  -         348.704 (meters)    1144.04  (feet)  COMP
 DV1747  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 DV1747
 DV1747  HORZ ORDER  -  SECOND
 DV1747  VERT ORDER  -  SECOND    CLASS I
 DV1747
 DV1747.The horizontal coordinates were established by classical geodetic methods
 DV1747.and adjusted by the National Geodetic Survey in August 1993..
 DV1747.No horizontal observational check was made to the station.
 DV1747
 DV1747.The orthometric height was determined by differential leveling
 DV1747.and adjusted by the National Geodetic Survey in November 1993..
 DV1747
 DV1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1747
 DV1747.The geoid height was determined by GEOID03.
 DV1747
 DV1747.The dynamic height is computed by dividing the NAVD 88
 DV1747.geopotential number by the normal gravity value computed on the
 DV1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1747.degrees latitude (g = 980.6199 gals.).
 DV1747
 DV1747.The modeled gravity was interpolated from observed gravity values.
 DV1747
 DV1747;                    North         East     Units Scale Factor Converg.
 DV1747;SPC AZ C     -   287,841.207   182,409.726   MT  0.99991181   -0 11 04.3
 DV1747;SPC AZ C     -   944,360.92    598,457.11   iFT  0.99991181   -0 11 04.3
 DV1747;UTM  12      - 3,718,007.236   384,004.167   MT  0.99976588   -0 41 30.5
 DV1747
 DV1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1747!SPC AZ C     -   0.99994991  x   0.99991181  =   0.99986173
 DV1747!UTM  12      -   0.99994991  x   0.99976588  =   0.99971580
 DV1747
 DV1747                          SUPERSEDED SURVEY CONTROL
 DV1747
 DV1747  NAD 83(1986)-  33 35 43.78479(N)    112 15 00.51595(W) AD(       ) 2
 DV1747  NGVD 29 (11/30/89)  348.5    (m)         1143.     (f) LEVELING    3  
 DV1747
 DV1747.Superseded values are not recommended for survey control.
 DV1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1747.See file dsdata.txt to determine how the superseded data were derived.
 DV1747
 DV1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8400418007(NAD 83)
 DV1747_MARKER: DZ = AZIMUTH MARK DISK
 DV1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1747_SP_SET: CONCRETE POST
 DV1747_STAMPING: GRAND AZIMUTH
 DV1747_MARK LOGO: AZDT  
 DV1747_PROJECTION: FLUSH
 DV1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1747+STABILITY: SURFACE MOTION
 DV1747
 DV1747  HISTORY     - Date     Condition        Report By
 DV1747  HISTORY     - 1982     MONUMENTED       AZDT
 DV1747  HISTORY     - 1983     GOOD             AZDT
 DV1747  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1747
 DV1747                          STATION DESCRIPTION
 DV1747
 DV1747'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1747'IN PEORIA.
 DV1747'IN PEORIA, FROM 91ST AVENUE AND OLIVE AVENUE TRAVEL NORTH ALONG 91ST
 DV1747'AVENUE FOR 2.0 MI (3.22 KM) TO CACTUS ROAD, THENCE EAST ALONG CACTUS
 DV1747'ROAD FOR 0.28 (0.45 KM) AND THE MARK ON THE LEFT  37.0 FT
 DV1747'(11.28 METERS) NORTH OF THE CENTERLINE OF CACTUS ROAD, 1.5 FT
 DV1747'(0.48 METERS) SOUTH OF A FENCE. 140 FT (42.67 METERS) WEST OF A POWER
 DV1747'POLE, 152.0 FT (46.33 METERS) EAST OF A POWER POLE, A STANDARD AZDT
 DV1747'ALUMINIUM CAP.
 DV1747
 DV1747                          STATION RECOVERY (2002)
 DV1747
 DV1747'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1747'AREA HAS BEEN RE-GRADED AND THERE IS NO FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0618 ***********************************************************************
 DV0618  DESIGNATION -  GRAND AZ MK
 DV0618  PID         -  DV0618
 DV0618  STATE/COUNTY-  AZ/MARICOPA
 DV0618  USGS QUAD   -  PHOENIX (1982)
 DV0618
 DV0618                         *CURRENT SURVEY CONTROL
 DV0618  ___________________________________________________________________
 DV0618* NAD 83(1986)-  33 27 58.     (N)    112 06 38.     (W)     SCALED    
 DV0618* NAVD 88     -       331.466  (meters)    1087.48   (feet)  ADJUSTED  
 DV0618  ___________________________________________________________________
 DV0618  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0618  DYNAMIC HT  -         331.080 (meters)    1086.22  (feet)  COMP
 DV0618  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DV0618
 DV0618  VERT ORDER  -  FIRST     CLASS II
 DV0618
 DV0618.The horizontal coordinates were scaled from a topographic map and have
 DV0618.an estimated accuracy of +/- 6 seconds.
 DV0618
 DV0618.The orthometric height was determined by differential leveling
 DV0618.and adjusted by the National Geodetic Survey in November 1993..
 DV0618
 DV0618.The geoid height was determined by GEOID03.
 DV0618
 DV0618.The dynamic height is computed by dividing the NAVD 88
 DV0618.geopotential number by the normal gravity value computed on the
 DV0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0618.degrees latitude (g = 980.6199 gals.).
 DV0618
 DV0618.The modeled gravity was interpolated from observed gravity values.
 DV0618
 DV0618;                    North         East    Units  Estimated Accuracy
 DV0618;SPC AZ C     -   273,460.      195,340.      MT  (+/- 180 meters Scaled)
 DV0618
 DV0618                          SUPERSEDED SURVEY CONTROL
 DV0618
 DV0618  NGVD 29 (??/??/92)  330.806  (m)         1085.32   (f) ADJ UNCH    1 2
 DV0618
 DV0618.Superseded values are not recommended for survey control.
 DV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0618.See file dsdata.txt to determine how the superseded data were derived.
 DV0618
 DV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968035(NAD 83)
 DV0618_MARKER: DZ = AZIMUTH MARK DISK
 DV0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0618_SP_SET: OVERPASS RAIL
 DV0618_STAMPING: GRAND 1959
 DV0618_MARK LOGO: CGS   
 DV0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0618
 DV0618  HISTORY     - Date     Condition        Report By
 DV0618  HISTORY     - 1959     MONUMENTED       CGS
 DV0618  HISTORY     - 1963     GOOD             NGS
 DV0618  HISTORY     - 1981     GOOD             AZDT
 DV0618  HISTORY     - 1981     GOOD             AZDT
 DV0618
 DV0618                          STATION DESCRIPTION
 DV0618
 DV0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0618'IN PHOENIX.
 DV0618'AT WEST MCDOWELL ROAD OVERPASS OVER THE BLACK CANYON FREEWAY IN
 DV0618'PHOENIX, SET IN TOP OF THE WEST END OF THE CONCRETE RAIL AT NORTHWEST
 DV0618'CORNER OF THE OVERPASS, 20 FEET NORTH OF THE CENTER OF THE WEST BOUND
 DV0618'LANE OF WEST MCDOWELL ROAD, 25 FEET EAST OF THE CENTER OF THE SOUTH
 DV0618'BOUND BLACK CANYON FREEWAY SERVICE ROAD, AND ABOUT 2 FEET ABOVE THE
 DV0618'LEVEL OF WEST MCDOWELL ROAD.
 DV0618
 DV0618                          STATION RECOVERY (1981)
 DV0618
 DV0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0618'AT THE INTERSECTION OF INTERSTATE 17 AND WEST MCDOWELL ROAD IN
 DV0618'PHOENIX.  SET IN THE TOP OF THE NORTHWEST DADO OF THE OVERPASS BRIDGE.
 DV0618'5.0 FT (1.52 M) NORTH OF THE NORTH CURB OF MCDOWELL ROAD.  25.0 FEET
 DV0618'(7.62 M) EAST OF THE CENTER OF THE SOUTHBOUND FRONTAGE ROAD.  3.1FEET
 DV0618'(0.94 M) ABOVE THE SIDEWALK.
 DV0618
 DV0618                          STATION RECOVERY (1981)
 DV0618
 DV0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0618'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX, AT
 DV0618'THE INTERSECTION OF INTERSTATE 17 AND WEST MCDOWELL ROAD, SET IN THE
 DV0618'TOP OF THE NORTHWEST DADO OF THE OVERPASS BRIDGE, 5.0 FEET
 DV0618'(1.52 METERS) NORTH OF THE NORTH CURB OF MCDOWELL ROAD, 25.0 FEET
 DV0618'(7.62 METERS) EAST OF THE CENTER OF THE SOUTHBOUND FRONTAGE ROAD, 3.1
 DV0618'FEET (0.94 METERS) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0296 ***********************************************************************
 GQ0296  DESIGNATION -  GRAND CANYON EL TOVAR HTL GAB
 GQ0296  PID         -  GQ0296
 GQ0296  STATE/COUNTY-  AZ/COCONINO
 GQ0296  USGS QUAD   -  GRAND CANYON (1988)
 GQ0296
 GQ0296                         *CURRENT SURVEY CONTROL
 GQ0296  ___________________________________________________________________
 GQ0296* NAD 83(1992)-  36 03 26.60078(N)    112 08 14.86413(W)     ADJUSTED  
 GQ0296* NAVD 88     -                                                        
 GQ0296  ___________________________________________________________________
 GQ0296  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GQ0296  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0296
 GQ0296  HORZ ORDER  -  THIRD
 GQ0296
 GQ0296.The horizontal coordinates were established by classical geodetic methods
 GQ0296.and adjusted by the National Geodetic Survey in August 1993..
 GQ0296
 GQ0296
 GQ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0296
 GQ0296.The geoid height was determined by GEOID03.
 GQ0296
 GQ0296;                    North         East     Units Scale Factor Converg.
 GQ0296;SPC AZ C     -   560,902.681   193,468.663   MT  0.99990487   -0 07 47.9
 GQ0296;SPC AZ C     - 1,840,231.89    634,739.71   iFT  0.99990487   -0 07 47.9
 GQ0296;UTM  12      - 3,990,912.356   397,555.473   MT  0.99972931   -0 40 10.4
 GQ0296
 GQ0296                          SUPERSEDED SURVEY CONTROL
 GQ0296
 GQ0296  NAD 83(1986)-  36 03 26.59770(N)    112 08 14.86274(W) AD(       ) 4
 GQ0296  NAD 27      -  36 03 26.66000(N)    112 08 12.27000(W) AD(       ) 3
 GQ0296
 GQ0296.Superseded values are not recommended for survey control.
 GQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0296.See file dsdata.txt to determine how the superseded data were derived.
 GQ0296
 GQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9755590912(NAD 83)
 GQ0296_MARKER: 81 = GABLE
 GQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GQ0296+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 GQ0296
 GQ0296  HISTORY     - Date     Condition        Report By
 GQ0296  HISTORY     - 1920     FIRST OBSERVED   CGS
 GQ0296  HISTORY     - 20060430 GOOD             NGS
 GQ0296
 GQ0296                          STATION DESCRIPTION
 GQ0296
 GQ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DW)
 GQ0296'STATION IS A WOOD-SHINGLED, 8-FACED GABLE OVER CENTER OF EL TOVAR
 GQ0296'HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0294 ***********************************************************************
 GQ0294  DESIGNATION -  GRAND CANYON POWER PLANT STACK
 GQ0294  PID         -  GQ0294
 GQ0294  STATE/COUNTY-  AZ/COCONINO
 GQ0294  USGS QUAD   -  GRAND CANYON (1988)
 GQ0294
 GQ0294                         *CURRENT SURVEY CONTROL
 GQ0294  ___________________________________________________________________
 GQ0294* NAD 83(1992)-  36 03 19.91802(N)    112 08 26.25569(W)     ADJUSTED  
 GQ0294* NAVD 88     -                                                        
 GQ0294  ___________________________________________________________________
 GQ0294  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GQ0294  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GQ0294
 GQ0294  HORZ ORDER  -  THIRD
 GQ0294
 GQ0294.The horizontal coordinates were established by classical geodetic methods
 GQ0294.and adjusted by the National Geodetic Survey in August 1993..
 GQ0294
 GQ0294
 GQ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0294
 GQ0294.The geoid height was determined by GEOID03.
 GQ0294
 GQ0294;                    North         East     Units Scale Factor Converg.
 GQ0294;SPC AZ C     -   560,697.374   193,183.117   MT  0.99990501   -0 07 54.5
 GQ0294;SPC AZ C     - 1,839,558.31    633,802.88   iFT  0.99990501   -0 07 54.5
 GQ0294;UTM  12      - 3,990,709.783   397,268.057   MT  0.99973004   -0 40 17.0
 GQ0294
 GQ0294                          SUPERSEDED SURVEY CONTROL
 GQ0294
 GQ0294  NAD 83(1986)-  36 03 19.91608(N)    112 08 26.25250(W) AD(       ) 4
 GQ0294  NAD 27      -  36 03 19.98000(N)    112 08 23.65000(W) AD(       ) 3
 GQ0294
 GQ0294.Superseded values are not recommended for survey control.
 GQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0294.See file dsdata.txt to determine how the superseded data were derived.
 GQ0294
 GQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9726890710(NAD 83)
 GQ0294_MARKER: 63 = STACK
 GQ0294
 GQ0294  HISTORY     - Date     Condition        Report By
 GQ0294  HISTORY     - 1934     FIRST OBSERVED   CGS
 GQ0294  HISTORY     - 1953     GOOD             FAS
 GQ0294  HISTORY     - 1955     GOOD             CGS
 GQ0294  HISTORY     - 20060430 MARK NOT FOUND   NGS
 GQ0294
 GQ0294                          STATION DESCRIPTION
 GQ0294
 GQ0294'DESCRIBED BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GQ0294'STATION IS LOCATED IN GRAND CANYON.  IT IS THE LARGE SMOKESTACK
 GQ0294'ON THE S SIDE OF THE POWERHOUSE IN GRAND CANYON VILLAGE.
 GQ0294
 GQ0294                          STATION RECOVERY (1955)
 GQ0294
 GQ0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0294'THIS INTERSECTION STATION IS THE GRAY BRIDK STACK AT THE GRAND
 GQ0294'CANYON VILLAGE POWER PLANT.
 GQ0294
 GQ0294                          STATION RECOVERY (2006)
 GQ0294
 GQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 GQ0294'BLDG. NO LONGER HAS SMOKE STACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0291 ***********************************************************************
 GQ0291  DESIGNATION -  GRAND CANYON WATER TANK
 GQ0291  PID         -  GQ0291
 GQ0291  STATE/COUNTY-  AZ/COCONINO
 GQ0291  USGS QUAD   -  GRAND CANYON (1988)
 GQ0291
 GQ0291                         *CURRENT SURVEY CONTROL
 GQ0291  ___________________________________________________________________
 GQ0291* NAD 83(1992)-  36 03 12.33384(N)    112 08 00.55864(W)     ADJUSTED  
 GQ0291* NAVD 88     -                                                        
 GQ0291  ___________________________________________________________________
 GQ0291  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GQ0291  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GQ0291
 GQ0291  HORZ ORDER  -  THIRD
 GQ0291
 GQ0291.The horizontal coordinates were established by classical geodetic methods
 GQ0291.and adjusted by the National Geodetic Survey in August 1993..
 GQ0291
 GQ0291
 GQ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0291
 GQ0291.The geoid height was determined by GEOID03.
 GQ0291
 GQ0291;                    North         East     Units Scale Factor Converg.
 GQ0291;SPC AZ C     -   560,462.180   193,825.677   MT  0.99990470   -0 07 39.4
 GQ0291;SPC AZ C     - 1,838,786.68    635,911.01   iFT  0.99990470   -0 07 39.4
 GQ0291;UTM  12      - 3,990,468.591   397,908.261   MT  0.99972842   -0 40 01.8
 GQ0291
 GQ0291                          SUPERSEDED SURVEY CONTROL
 GQ0291
 GQ0291  NAD 83(1986)-  36 03 12.33059(N)    112 08 00.56688(W) AD(       ) 4
 GQ0291  NAD 27      -  36 03 12.39200(N)    112 07 57.95200(W) AD(       ) 3
 GQ0291
 GQ0291.Superseded values are not recommended for survey control.
 GQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0291.See file dsdata.txt to determine how the superseded data were derived.
 GQ0291
 GQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9790890469(NAD 83)
 GQ0291_MARKER: 51 = TANK
 GQ0291
 GQ0291  HISTORY     - Date     Condition        Report By
 GQ0291  HISTORY     - 1934     FIRST OBSERVED   CGS
 GQ0291  HISTORY     - 1955     GOOD             CGS
 GQ0291
 GQ0291                          STATION DESCRIPTION
 GQ0291
 GQ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0291'THIS INTERSECTION STATION WAS NOT PREVIOUSLY DESCRIBED.  IT
 GQ0291'IS THE TALL GREY STEEL WATER TANK ON THE SOUTHEAST EDGE OF
 GQ0291'GRAND CANYON VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0607 ***********************************************************************
 FQ0607  DESIGNATION -  GRAND FALLS
 FQ0607  PID         -  FQ0607
 FQ0607  STATE/COUNTY-  AZ/COCONINO
 FQ0607  USGS QUAD   -  RODEN CRATER (1969)
 FQ0607
 FQ0607                         *CURRENT SURVEY CONTROL
 FQ0607  ___________________________________________________________________
 FQ0607* NAD 83(1992)-  35 25 37.02160(N)    111 15 27.75914(W)     ADJUSTED  
 FQ0607* NAVD 88     -      1659.0    (meters)    5443.     (feet)  VERTCON   
 FQ0607  ___________________________________________________________________
 FQ0607  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FQ0607  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0607
 FQ0607  HORZ ORDER  -  FIRST
 FQ0607
 FQ0607.The horizontal coordinates were established by classical geodetic methods
 FQ0607.and adjusted by the National Geodetic Survey in August 1993..
 FQ0607
 FQ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0607
 FQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0607
 FQ0607.The geoid height was determined by GEOID03.
 FQ0607
 FQ0607;                    North         East     Units Scale Factor Converg.
 FQ0607;SPC AZ C     -   491,136.736   273,195.191   MT  0.99994411   +0 22 55.1
 FQ0607;SPC AZ C     - 1,611,341.00    896,309.68   iFT  0.99994411   +0 22 55.1
 FQ0607;UTM  12      - 3,920,422.414   476,606.234   MT  0.99960674   -0 08 57.8
 FQ0607
 FQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0607!SPC AZ C     -   0.99974344  x   0.99994411  =   0.99968756
 FQ0607!UTM  12      -   0.99974344  x   0.99960674  =   0.99935028
 FQ0607
 FQ0607:                Primary Azimuth Mark                     Grid Az
 FQ0607:SPC AZ C     -  LEUPP TANK                               120 07 03.9
 FQ0607:UTM  12      -  LEUPP TANK                               120 38 56.8
 FQ0607
 FQ0607|---------------------------------------------------------------------|
 FQ0607| PID    Reference Object                     Distance      Geod. Az  |
 FQ0607|                                                           dddmmss.s |
 FQ0607| FQ0757 LEUPP TANK                          APPROX.31.0 KM 1202959.0 |
 FQ0607| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.74.7 KM 1261740.6 |
 FQ0607| CH2361 GRAND FALLS AZ MK                                  1773956.8 |
 FQ0607| CH2362 GRAND FALLS RM 1                      8.979 METERS 19751     |
 FQ0607| CH2363 GRAND FALLS RM 2                      4.864 METERS 29801     |
 FQ0607|---------------------------------------------------------------------|
 FQ0607
 FQ0607                          SUPERSEDED SURVEY CONTROL
 FQ0607
 FQ0607  NAD 83(1986)-  35 25 37.01668(N)    111 15 27.75514(W) AD(       ) 1
 FQ0607  NAD 27      -  35 25 36.99900(N)    111 15 25.22704(W) AD(       ) 1
 FQ0607  NGVD 29 (07/19/86) 1658.2    (m)         5440.     (f) VERT ANG       
 FQ0607
 FQ0607.Superseded values are not recommended for survey control.
 FQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0607.See file dsdata.txt to determine how the superseded data were derived.
 FQ0607
 FQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7660620422(NAD 83)
 FQ0607_MARKER: DS = TRIANGULATION STATION DISK
 FQ0607_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0607
 FQ0607  HISTORY     - Date     Condition        Report By
 FQ0607  HISTORY     - 1936     MONUMENTED       CGS
 FQ0607  HISTORY     - 1955     GOOD             CGS
 FQ0607  HISTORY     - 1955     GOOD             USGS
 FQ0607  HISTORY     - 1969     GOOD             USGS
 FQ0607  HISTORY     - 1978     GOOD             LOCENG
 FQ0607
 FQ0607                          STATION DESCRIPTION
 FQ0607
 FQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0607'STATION IS ABOUT 28 MILES AIRLINE NORTHEAST OF FLAGSTAFF,
 FQ0607'3 MILES WEST OF GRAND FALLS, 6 MILES NORTH-NORTHEAST OF
 FQ0607'MERRIAM CRATER, 2-1/2 MILES SOUTHWEST OF LITTLE COLORADO
 FQ0607'RIVER CANYON, 2 MILES EAST-NORTHEAST OF BUILDINGS AT RODEN
 FQ0607'SPRING, ON RIM OF ONLY PROMINENT ISOLATED BUTTE IN THE IMMEDIATE
 FQ0607'VICINITY.  THE STATION BUTTE RISES ABOUT 600 FEET ABOVE THE
 FQ0607'VALLEY AND IS 300 FEET ACROSS THE CRATER.
 FQ0607'
 FQ0607'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION.
 FQ0607'
 FQ0607'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION.
 FQ0607'
 FQ0607'THE AZIMUTH MARK IS SOUTH OF THE STATION, 200 FEET SOUTH OF
 FQ0607'FENCE CORNER AT SOUTHEAST CORNER OF FIELD.  THE MARK IS SET
 FQ0607'IN DRILL HOLE IN VOLCANIC ROCK OUTCROP.
 FQ0607'
 FQ0607'TO REACH THE STATION FROM TOWNSEND GROCERY AT JUNCTION OF
 FQ0607'U.S. HIGHWAYS 66 AND 89, ABOUT 5 MILES EAST OF FLAGSTAFF, GO
 FQ0607'EASTERLY ON HIGHWAY 66 FOR 8.0 MILES TO GOOD GRADED ROAD
 FQ0607'LEADING NORTHEAST AT SIGNS TURKEY TANKS, LEUPP, SNAKE DANCE,
 FQ0607'ETC.  FOLLOW THIS GRADED ROAD EAST AND NORTHEAST FOR 10.00
 FQ0607'MILES TO CATTLE GUARD ACROSS ROAD AT EAST BOUNDARY OF COCONINO
 FQ0607'NATIONAL FOREST.  CONTINUE ON GRADED ROAD FOR 3.5 MILES TO
 FQ0607'ROAD FORKS AT GRAND FALLS SIGN LEFT (MERRIAM CRATER IS THE
 FQ0607'HIGH BARE PEAK ONE MILE NORTHWEST).  TAKE LEFT FORK, TOWARD
 FQ0607'GRAND FALLS, FOR 0.7 MILE TO CROSSROADS, TURN LEFT AND
 FQ0607'FOLLOW NORTH ON TRACK ROAD FOR 3.4 MILES EAST-WEST FENCE,
 FQ0607'TURN RIGHT AND FOLLOW EAST ALONG FENCE FOR 0.3 MILE TO FENCE
 FQ0607'CORNER (STATION IS ON THE LARGE ISOLATED BARE HILL
 FQ0607'VISIBLE 3-1/2 MILES NORTH-NORTHEAST.) TURN LEFT AROUND FENCE
 FQ0607'CORNER AND DRIVE DUE NORTH ALONG FENCE TO NORTHEAST
 FQ0607'CORNER OF FIELD, 0.5 MILE, THENCE CROSS COUNTRY
 FQ0607'(NORTH-NORTHEAST) STRAIGHT TOWARD THE WEST SIDE OF STATION
 FQ0607'BUTTE FOR 2.1 MILES TO EAST-WEST FENCE (NO GATE).  PASS
 FQ0607'THROUGH FENCE AND CONTINUE NORTHEASTERLY FOR 1.5 MILES TO
 FQ0607'END OF TRUCK TRAVEL AT NORTHWEST SIDE OF MAIN SLOPE.  CLIMB
 FQ0607'SOUTHEAST TO NORTHEAST RIM OF BUTTE TO HIGHEST POINT AND
 FQ0607'STATION SITTHIS IS A 1-HOUR PACK ON VOLCANIC ASH.  THE
 FQ0607'FOOTING IS VERY POOR.
 FQ0607'
 FQ0607'SIGNALS SHOWN FROM THE GROUND AT MERRIAM AZ., MERRIAM, FRISCO
 FQ0607'1920, SUNSET CRATER, CINDER, MESA BUTTE, BLACK FALLS, BLACK
 FQ0607'POINT, MESA SPUR, AND SUNSET 1920 ARE VISIBLE AT THE GROUND.
 FQ0607'
 FQ0607'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET IN CONCRETE.
 FQ0607'THERE IS NO UNDERGROUND MARK.
 FQ0607
 FQ0607                          STATION RECOVERY (1955)
 FQ0607
 FQ0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0607'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FQ0607'RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION FOLLOWS--
 FQ0607'
 FQ0607'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0607'66 AND 89 E OF FLAGSTAFF, GO N ON U.S. HIGHWAY 89 FOR 2.4
 FQ0607'MI. TO A PAVED ROAD RIGHT (OLD HIGHWAY 66).  TURN RIGHT AND
 FQ0607'FOLLOW THE OLD HIGHWAY FOR 8.1 MI. TO A GRADED ROAD LEFT.
 FQ0607'TURN LEFT AND FOLLOW THE GRADED ROAD FOR 13.5 MI. TO A TRACK
 FQ0607'ROAD LEFT AND SIGN GRAND FALLS.  TURN LEFT AND GO 0.7 MI. TO
 FQ0607'A CROSSROAD, TURN LEFT AND GO 4.0 MI. TO A CAMP AND DERRICK,
 FQ0607'TURN RIGHT AND GO 0.7 MI. TO A FORK.  TAKE THE LEFT FORK FOR
 FQ0607'0.7 MI. TO A FORK, TAKE THE RIGHT FORK FOR 1.0 MI. TO A DIM
 FQ0607'TRACK ROAD AT THE BASE OF A RIM.  A CAMP AND DERRICK ARE 0.8
 FQ0607'MI. AHEAD.  TURN RIGHT ON THE DIM ROAD AND GO 0.8 MI. TO A
 FQ0607'FENCE CORNER, CONTINUE STRAIGHT AHEAD ALONG THE FENCE FOR
 FQ0607'0.8 MI. TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 FQ0607'RIGHT.  TURN LEFT AND FOLLOW THE DIM ROAD ALONG THE FENCE
 FQ0607'FOR 1.0 MI.  TO THE TOP OF THE RIDGE AND THE END OF TRUCK
 FQ0607'TRAVEL.  PACK W UP A SLOPE TO A SHALLOW SADDLE, TURN RIGHT
 FQ0607'TO THE HIGHEST POINT ON THE RIM AND THE STATION.
 FQ0607'
 FQ0607'THE STATION MARK IS A STANDARD DISK, STAMPED GRAND FALLS 1936
 FQ0607'AND SET IN A DRILL HOLE IN ROCK ON THE HIGHEST PART OF THE
 FQ0607'CRATER RIM ON THE NE SIDE OF THE CRATER.
 FQ0607'
 FQ0607'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND FALLS NO
 FQ0607'1 1936 AND SET IN A DRILL HOLE IN ROCK, 29.46 FT. S OF THE
 FQ0607'STATION.
 FQ0607'
 FQ0607'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND FALLS NO
 FQ0607'2 1936 AND SET IN A DRILL HOLE IN ROCK, 159.62 FT. W OF THE
 FQ0607'STATION.
 FQ0607'
 FQ0607'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAND FALLS 1936
 FQ0607'AND SET IN A DRILL HOLE IN ROCK, APPROXIMATELY 1 MI. S OF
 FQ0607'THE STATION, AND 200 FT. SW OF A FENCE CORNER.
 FQ0607
 FQ0607                          STATION RECOVERY (1955)
 FQ0607
 FQ0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0607'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0607'AGREE WITH CGS.
 FQ0607
 FQ0607                          STATION RECOVERY (1969)
 FQ0607
 FQ0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0607'RECOVERED AS DESCRIBED BY CGS.  RMS AGREE WITH NGS.  NEW TO REACH
 FQ0607'FOLLOWS.
 FQ0607'
 FQ0607'TO REACH FROM OVERPASS OF U.S. HWY. 66 IN EAST FLAGSTAFF, GO 2.2
 FQ0607'MI NE. ON U.S. HWY. 89 TO PAVED RD. RIGHT.  TURN RIGHT 8.2 MI TO
 FQ0607'Y-JCT. OF PAVED RDS.  TURN LEFT 13.2 MI TO Y-JCT. WITH GRAVEL RD.
 FQ0607'NE. TOWARD GRAND FALLS.  GO 0.9 MI TO X-ING. OF TRACK RD.  TURN
 FQ0607'LEFT ABOUT 3.3 MI N. TO RANCH.  PASS THROUGH CORRALS ABOUT 0.8 MI
 FQ0607'N. TO Y-RD. FORK.  GO LEFT ABOUT 2.5 MI N. PAST TWO RD. X-INGS. TO
 FQ0607'OLD ROCK HOUSE BESIDE WELL AND TWO TANKS AT FENCE.  GO N. THROUGH
 FQ0607'FENCE ABOUT 0.5 MI TO DIM Y-RD. FORK.  GO RIGHT ABOUT 1 MI TO
 FQ0607'SHALLOW DIRT STOCK TANK.  GO CROSS-COUNTRY (4-WHEEL DRIVE) ABOUT 1
 FQ0607'MI TO SMALL RIDGE ON NORTH SIDE OF PROMINENT CRATER AND END OF
 FQ0607'TRUCK TRAVEL.  PACK S. TO TOP OF CRAND STATION.  A 20-MINUTE
 FQ0607'PACK.  (IN WET WEATHER WHEN SAND AND CINDERS ARE MORE SOLID, IT
 FQ0607'IS POSSIBLE TO DRIVE ANOTHER 0.3 MI TO HIGHEST SADDLE THEN PACK
 FQ0607'W. TO TOP.  ABOUT A 5-MINUTE PACK.)
 FQ0607
 FQ0607                          STATION RECOVERY (1978)
 FQ0607
 FQ0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (FJM)
 FQ0607'GRAND FALLS GOOD
 FQ0607'
 FQ0607'RM 1 GOOD
 FQ0607'
 FQ0607'RM 2 GOOD
 FQ0607'
 FQ0607'AZIMUTH MARK GOOD
 FQ0607'
 FQ0607'TAKE I40 EAST OF FLAGSTAFF 4 MILES TO MP 207 THE COSNINO TURNOFF,
 FQ0607'NORTH ON COSNINO ROAD 0.9 MILE TO THE WINONA ROAD, EAST 1.8 MILES
 FQ0607'TO PAVED FOREST HIGHWAY 505 TO LEUPP, NORTHEAST 8.7 MILES TO A
 FQ0607'DIRT ROAD NORTH, NORTHERLY ALONG RANCH ROADS 9.9 MILES TO A GATE
 FQ0607'BY A WELL, THRU GATE THEN EAST ALONG FENCE ON TRACK ROAD 1 MILE
 FQ0607'TO A LOCKED GATE (KEY AVAILABLE FROM RODEN CRATER PROJECT
 FQ0607'OFFICE), CONTINUE EAST AND NORTH ALONG TRACK ROAD TO SW SIDE
 FQ0607'OF CRATER AND END OF TRUCK TRAVEL, PACK WEST UP TO SADDLE, TURN
 FQ0607'LEFT AND UP TO HIGHEST POINT AND STATION, 25 MINUTE PACK.
 FQ0607'
 FQ0607'THERE IS PROPOSED WORK ON TOP OF THE CRATER AND THE STATION AND
 FQ0607'BOTH RM WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1744 ***********************************************************************
 DV1744  DESIGNATION -  GRAND RM 1
 DV1744  PID         -  DV1744
 DV1744  STATE/COUNTY-  AZ/MARICOPA
 DV1744  USGS QUAD   -  GLENDALE (1982)
 DV1744
 DV1744                         *CURRENT SURVEY CONTROL
 DV1744  ___________________________________________________________________
 DV1744* NAD 83(1992)-  33 35 23.96139(N)    112 14 50.90355(W)     ADJUSTED  
 DV1744* NAVD 88     -       347.727  (meters)    1140.83   (feet)  ADJUSTED  
 DV1744  ___________________________________________________________________
 DV1744  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DV1744  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1744  DYNAMIC HT  -         347.324 (meters)    1139.51  (feet)  COMP
 DV1744  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1744
 DV1744  HORZ ORDER  -  SECOND
 DV1744  VERT ORDER  -  SECOND    CLASS I
 DV1744
 DV1744.The horizontal coordinates were established by classical geodetic methods
 DV1744.and adjusted by the National Geodetic Survey in August 1993..
 DV1744.No horizontal observational check was made to the station.
 DV1744
 DV1744.The orthometric height was determined by differential leveling
 DV1744.and adjusted by the National Geodetic Survey in November 1993..
 DV1744
 DV1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1744
 DV1744.The geoid height was determined by GEOID03.
 DV1744
 DV1744.The dynamic height is computed by dividing the NAVD 88
 DV1744.geopotential number by the normal gravity value computed on the
 DV1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1744.degrees latitude (g = 980.6199 gals.).
 DV1744
 DV1744.The modeled gravity was interpolated from observed gravity values.
 DV1744
 DV1744;                    North         East     Units Scale Factor Converg.
 DV1744;SPC AZ C     -   287,229.584   182,655.463   MT  0.99991162   -0 10 58.9
 DV1744;SPC AZ C     -   942,354.28    599,263.33   iFT  0.99991162   -0 10 58.9
 DV1744;UTM  12      - 3,717,393.552   384,244.445   MT  0.99976519   -0 41 24.9
 DV1744
 DV1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1744!SPC AZ C     -   0.99995013  x   0.99991162  =   0.99986175
 DV1744!UTM  12      -   0.99995013  x   0.99976519  =   0.99971533
 DV1744
 DV1744                          SUPERSEDED SURVEY CONTROL
 DV1744
 DV1744  NAD 83(1986)-  33 35 23.95697(N)    112 14 50.90902(W) AD(       ) 2
 DV1744  NGVD 29 (11/30/89)  347.2    (m)         1139.     (f) LEVELING    3  
 DV1744
 DV1744.Superseded values are not recommended for survey control.
 DV1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1744.See file dsdata.txt to determine how the superseded data were derived.
 DV1744
 DV1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8424417394(NAD 83)
 DV1744_MARKER: DR = REFERENCE MARK DISK
 DV1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1744_SP_SET: CONCRETE POST
 DV1744_STAMPING: GRAND RM 1
 DV1744_MARK LOGO: AZDT  
 DV1744_PROJECTION: FLUSH
 DV1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1744+STABILITY: SURFACE MOTION
 DV1744
 DV1744  HISTORY     - Date     Condition        Report By
 DV1744  HISTORY     - 1982     MONUMENTED       AZDT
 DV1744  HISTORY     - 1983     GOOD             AZDT
 DV1744  HISTORY     - 20060826 POOR             GEOCAC
 DV1744
 DV1744                          STATION DESCRIPTION
 DV1744
 DV1744'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1744'IN PEORIA.
 DV1744'IN PEORIA, FROM THE INTERSECTION OF PEORIA AVENUE, 83RD AVENUE AND
 DV1744'GRAND AVENUE GO NORTHWEST ALONG GRAND AVENUE FOR 0.80 MI (1.29 KM) TO
 DV1744'A CURVE LEFT, THE STATION IS ON THE RIGHT, FROM TRIANGLE STATION GRAND
 DV1744'AZDT THE MARK IS 40.0 FT (12.91 METERS) SOUTHEAST, A STANDARD AZDT
 DV1744'ALUMINIUN CAP STAMPED GRAND RM 1.
 DV1744
 DV1744                          STATION RECOVERY (2006)
 DV1744
 DV1744'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1744'FOUND AS DESCRIBED, IN POOR CONDITION. ONLY THE DIMLY VISIBLE ARROW
 DV1744'INDICATES THAT THIS IS A REFERENCE MARK, AND THE LOCATION IS THE ONLY
 DV1744'INDICATION OF WHICH REFERENCE MARK IT IS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0676 ***********************************************************************
 DV0676  DESIGNATION -  GRAND RM 1
 DV0676  PID         -  DV0676
 DV0676  STATE/COUNTY-  AZ/MARICOPA
 DV0676  USGS QUAD   -  PHOENIX (1982)
 DV0676
 DV0676                         *CURRENT SURVEY CONTROL
 DV0676  ___________________________________________________________________
 DV0676* NAD 83(1986)-  33 28 24.     (N)    112 06 47.     (W)     SCALED    
 DV0676* NAVD 88     -       333.89   (+/-2cm)    1095.4    (feet)  VERTCON   
 DV0676  ___________________________________________________________________
 DV0676  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0676
 DV0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0676
 DV0676.The horizontal coordinates were scaled from a topographic map and have
 DV0676.an estimated accuracy of +/- 6 seconds.
 DV0676
 DV0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0676.The vertical order pertains to the NGVD 29 superseded value.
 DV0676
 DV0676.The geoid height was determined by GEOID03.
 DV0676
 DV0676;                    North         East    Units  Estimated Accuracy
 DV0676;SPC AZ C     -   274,260.      195,110.      MT  (+/- 180 meters Scaled)
 DV0676
 DV0676                          SUPERSEDED SURVEY CONTROL
 DV0676
 DV0676  NGVD 29 (??/??/92)  333.267  (m)         1093.39   (f) ADJ UNCH    2 0
 DV0676
 DV0676.Superseded values are not recommended for survey control.
 DV0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0676.See file dsdata.txt to determine how the superseded data were derived.
 DV0676
 DV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965043(NAD 83)
 DV0676_MARKER: DR = REFERENCE MARK DISK
 DV0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0676_SP_SET: CURB
 DV0676_STAMPING: GRAND NO 1 1959
 DV0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0676
 DV0676  HISTORY     - Date     Condition        Report By
 DV0676  HISTORY     - 1959     MONUMENTED       CGS
 DV0676  HISTORY     - 1963     POOR             NGS
 DV0676  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0676
 DV0676                          STATION DESCRIPTION
 DV0676
 DV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0676'IN PHOENIX.
 DV0676'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0676'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0676'CARPETS BUILDING, 113.7 FEET SOUTH OF TRIANGULATION STATION GRAND,
 DV0676'27.5 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE, 21 FEET EAST OF
 DV0676'THE CENTER OF THE SOUTHBOUND LANE, AND SET IN TOP OF THE WEST CURB OF
 DV0676'THE CENTER DIVIDER STRIP.  NOTE-- THE CURB IS CRACKED AND APPEARS TO
 DV0676'HAVE LOWERED.
 DV0676
 DV0676                          STATION RECOVERY (2006)
 DV0676
 DV0676'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0676'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0676'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1745 ***********************************************************************
 DV1745  DESIGNATION -  GRAND RM 2
 DV1745  PID         -  DV1745
 DV1745  STATE/COUNTY-  AZ/MARICOPA
 DV1745  USGS QUAD   -  GLENDALE (1982)
 DV1745
 DV1745                         *CURRENT SURVEY CONTROL
 DV1745  ___________________________________________________________________
 DV1745* NAD 83(1992)-  33 35 24.53813(N)    112 14 51.55104(W)     ADJUSTED  
 DV1745* NAVD 88     -       348.376  (meters)    1142.96   (feet)  ADJUSTED  
 DV1745  ___________________________________________________________________
 DV1745  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DV1745  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1745  DYNAMIC HT  -         347.973 (meters)    1141.64  (feet)  COMP
 DV1745  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DV1745
 DV1745  HORZ ORDER  -  SECOND
 DV1745  VERT ORDER  -  SECOND    CLASS I
 DV1745
 DV1745.The horizontal coordinates were established by classical geodetic methods
 DV1745.and adjusted by the National Geodetic Survey in August 1993..
 DV1745.No horizontal observational check was made to the station.
 DV1745
 DV1745.The orthometric height was determined by differential leveling
 DV1745.and adjusted by the National Geodetic Survey in November 1993..
 DV1745
 DV1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1745
 DV1745.The geoid height was determined by GEOID03.
 DV1745
 DV1745.The dynamic height is computed by dividing the NAVD 88
 DV1745.geopotential number by the normal gravity value computed on the
 DV1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1745.degrees latitude (g = 980.6199 gals.).
 DV1745
 DV1745.The modeled gravity was interpolated from observed gravity values.
 DV1745
 DV1745;                    North         East     Units Scale Factor Converg.
 DV1745;SPC AZ C     -   287,247.405   182,638.826   MT  0.99991163   -0 10 59.2
 DV1745;SPC AZ C     -   942,412.75    599,208.75   iFT  0.99991163   -0 10 59.2
 DV1745;UTM  12      - 3,717,411.517   384,227.968   MT  0.99976524   -0 41 25.2
 DV1745
 DV1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1745!SPC AZ C     -   0.99995003  x   0.99991163  =   0.99986166
 DV1745!UTM  12      -   0.99995003  x   0.99976524  =   0.99971528
 DV1745
 DV1745                          SUPERSEDED SURVEY CONTROL
 DV1745
 DV1745  NAD 83(1986)-  33 35 24.53373(N)    112 14 51.55652(W) AD(       ) 2
 DV1745  NGVD 29 (11/30/89)  347.8    (m)         1141.     (f) LEVELING    3  
 DV1745
 DV1745.Superseded values are not recommended for survey control.
 DV1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1745.See file dsdata.txt to determine how the superseded data were derived.
 DV1745
 DV1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8422817412(NAD 83)
 DV1745_MARKER: DR = REFERENCE MARK DISK
 DV1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1745_SP_SET: CONCRETE POST
 DV1745_STAMPING: GRAND RM 2
 DV1745_MARK LOGO: AZDT  
 DV1745_PROJECTION: FLUSH
 DV1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1745+STABILITY: SURFACE MOTION
 DV1745
 DV1745  HISTORY     - Date     Condition        Report By
 DV1745  HISTORY     - 1982     MONUMENTED       AZDT
 DV1745  HISTORY     - 1983     GOOD             AZDT
 DV1745  HISTORY     - 20060826 POOR             GEOCAC
 DV1745
 DV1745                          STATION DESCRIPTION
 DV1745
 DV1745'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1745'IN PEORIA.
 DV1745'IN PEORIA, FROM THE INTERSECTION OF PEORIA AVENUE, 83RD AVENUE AND
 DV1745'GRAND AVENUE GO NORTHWEST ALONG GRAND AVENUE FOR 0.80 MI (1.29 KM) TO
 DV1745'A CURVE LEFT, THE STATION IS ON THE RIGHT, FROM TRIANGLE STATION GRAND
 DV1745'AZDT THE MARK IS 40.0 FT (12.91 METERS) NORTHWEST, A STANDARD AZDT
 DV1745'ALUMINIUM CAP STAMPED GRAND RM 2.
 DV1745
 DV1745                          STATION RECOVERY (2006)
 DV1745
 DV1745'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1745'FOUND AS DESCRIBED, BUT IN POOR CONDITION. THE MARK APPEARS TO HAVE
 DV1745'BEEN GRADED OUT, OR SOMEHOW MOVED FROM IT'S ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV0674 ***********************************************************************
 DV0674  DESIGNATION -  GRAND RM 2
 DV0674  PID         -  DV0674
 DV0674  STATE/COUNTY-  AZ/MARICOPA
 DV0674  USGS QUAD   -  PHOENIX (1982)
 DV0674
 DV0674                         *CURRENT SURVEY CONTROL
 DV0674  ___________________________________________________________________
 DV0674* NAD 83(1986)-  33 28 24.     (N)    112 06 47.     (W)     SCALED    
 DV0674* NAVD 88     -       333.98   (+/-2cm)    1095.7    (feet)  VERTCON   
 DV0674  ___________________________________________________________________
 DV0674  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0674
 DV0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0674
 DV0674.The horizontal coordinates were scaled from a topographic map and have
 DV0674.an estimated accuracy of +/- 6 seconds.
 DV0674
 DV0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0674.The vertical order pertains to the NGVD 29 superseded value.
 DV0674
 DV0674.The geoid height was determined by GEOID03.
 DV0674
 DV0674;                    North         East    Units  Estimated Accuracy
 DV0674;SPC AZ C     -   274,260.      195,110.      MT  (+/- 180 meters Scaled)
 DV0674
 DV0674                          SUPERSEDED SURVEY CONTROL
 DV0674
 DV0674  NGVD 29 (??/??/92)  333.351  (m)         1093.67   (f) ADJ UNCH    2 0
 DV0674
 DV0674.Superseded values are not recommended for survey control.
 DV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0674.See file dsdata.txt to determine how the superseded data were derived.
 DV0674
 DV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965043(NAD 83)
 DV0674_MARKER: DR = REFERENCE MARK DISK
 DV0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0674_SP_SET: CURB
 DV0674_STAMPING: GRAND NO 2 1959
 DV0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0674
 DV0674  HISTORY     - Date     Condition        Report By
 DV0674  HISTORY     - 1959     MONUMENTED       CGS
 DV0674  HISTORY     - 1963     GOOD             NGS
 DV0674  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0674
 DV0674                          STATION DESCRIPTION
 DV0674
 DV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0674'IN PHOENIX.
 DV0674'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0674'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0674'CARPETS BUILDING, 113.1 FEET NORTH OF TRIANGULATION STATION GRAND,
 DV0674'27.5 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE, 21 FEET EAST OF
 DV0674'THE CENTER OF THE SOUTHBOUND LANE, AND SET IN TOP OF THE WEST CURB OF
 DV0674'THE CENTER DIVIDER STRIP.
 DV0674
 DV0674                          STATION RECOVERY (2006)
 DV0674
 DV0674'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0674'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0674'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0558 ***********************************************************************
 FQ0558  DESIGNATION -  GRAND VIEW
 FQ0558  PID         -  FQ0558
 FQ0558  STATE/COUNTY-  AZ/COCONINO
 FQ0558  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0558
 FQ0558                         *CURRENT SURVEY CONTROL
 FQ0558  ___________________________________________________________________
 FQ0558* NAD 83(1992)-  35 58 46.43348(N)    111 59 01.64708(W)     ADJUSTED  
 FQ0558* NAVD 88     -      2296.1    (meters)    7533.     (feet)  VERTCON   
 FQ0558  ___________________________________________________________________
 FQ0558  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FQ0558  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0558
 FQ0558  HORZ ORDER  -  THIRD
 FQ0558
 FQ0558.The horizontal coordinates were established by classical geodetic methods
 FQ0558.and adjusted by the National Geodetic Survey in August 1993..
 FQ0558
 FQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0558
 FQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0558
 FQ0558.The geoid height was determined by GEOID03.
 FQ0558
 FQ0558;                    North         East     Units Scale Factor Converg.
 FQ0558;SPC AZ C     -   552,247.741   207,306.880   MT  0.99990045   -0 02 22.0
 FQ0558;SPC AZ C     - 1,811,836.42    680,140.68   iFT  0.99990045   -0 02 22.0
 FQ0558;UTM  12      - 3,982,129.264   411,309.038   MT  0.99969692   -0 34 40.8
 FQ0558
 FQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0558!SPC AZ C     -   0.99964337  x   0.99990045  =   0.99954386
 FQ0558!UTM  12      -   0.99964337  x   0.99969692  =   0.99934040
 FQ0558
 FQ0558:                Primary Azimuth Mark                     Grid Az
 FQ0558:SPC AZ C     -  HOLLENBECK                               061 23 04.1
 FQ0558:UTM  12      -  HOLLENBECK                               061 55 22.9
 FQ0558
 FQ0558|---------------------------------------------------------------------|
 FQ0558| PID    Reference Object                     Distance      Geod. Az  |
 FQ0558|                                                           dddmmss.s |
 FQ0558| GP0525 HOLLENBECK                          APPROX.11.1 KM 0612042.1 |
 FQ0558|---------------------------------------------------------------------|
 FQ0558
 FQ0558                          SUPERSEDED SURVEY CONTROL
 FQ0558
 FQ0558  NAD 83(1986)-  35 58 46.43011(N)    111 59 01.64332(W) AD(       ) 3
 FQ0558  NGVD 29 (05/08/89) 2295.0    (m)         7530.     (f) VERT ANG       
 FQ0558
 FQ0558.Superseded values are not recommended for survey control.
 FQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0558.See file dsdata.txt to determine how the superseded data were derived.
 FQ0558
 FQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1130982129(NAD 83)
 FQ0558_MARKER: DS = TRIANGULATION STATION DISK
 FQ0558_SETTING: 80 = SET IN A BOULDER
 FQ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0558+STABILITY: SURFACE MOTION
 FQ0558
 FQ0558  HISTORY     - Date     Condition        Report By
 FQ0558  HISTORY     - 1903     MONUMENTED       USGS
 FQ0558
 FQ0558                          STATION DESCRIPTION
 FQ0558
 FQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 FQ0558'LOCATED 300 FT. IN FRONT OF GRAND VIEW HOTEL.  ON CANYON RIM.
 FQ0558'
 FQ0558'TO REACH NOT GIVEN.
 FQ0558'
 FQ0558'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 FQ0558'LIMESTONE ROCK.
 FQ0558'
 FQ0558'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0392 ***********************************************************************
 GQ0392  DESIGNATION -  GRAND WASH
 GQ0392  PID         -  GQ0392
 GQ0392  STATE/COUNTY-  AZ/MOHAVE
 GQ0392  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0392
 GQ0392                         *CURRENT SURVEY CONTROL
 GQ0392  ___________________________________________________________________
 GQ0392* NAD 83(1992)-  36 12 27.12718(N)    113 58 48.19638(W)     ADJUSTED  
 GQ0392* NAVD 88     -       768.3    (meters)    2521.     (feet)  VERTCON   
 GQ0392  ___________________________________________________________________
 GQ0392  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 GQ0392  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GQ0392
 GQ0392  HORZ ORDER  -  FIRST
 GQ0392
 GQ0392.The horizontal coordinates were established by classical geodetic methods
 GQ0392.and adjusted by the National Geodetic Survey in August 1993..
 GQ0392
 GQ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0392
 GQ0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0392
 GQ0392.The geoid height was determined by GEOID03.
 GQ0392
 GQ0392;                    North         East     Units Scale Factor Converg.
 GQ0392;SPC AZ W     -   577,582.685   192,673.280   MT  0.99993860   -0 08 09.2
 GQ0392;SPC AZ W     - 1,894,956.32    632,130.18   iFT  0.99993860   -0 08 09.2
 GQ0392;SPC NV E     - 8,162,888.190   344,169.140   MT  1.00015602   +0 56 50.1
 GQ0392;SPC NV E     -26,781,075.67  1,129,161.59   sFT  1.00015602   +0 56 50.1
 GQ0392;UTM  12      - 4,011,085.439   232,083.452   MT  1.00048451   -1 45 41.0
 GQ0392;UTM  11      - 4,011,196.496   771,503.874   MT  1.00050836   +1 47 06.0
 GQ0392
 GQ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0392!SPC AZ W     -   0.99988363  x   0.99993860  =   0.99982224
 GQ0392!SPC NV E     -   0.99988363  x   1.00015602  =   1.00003964
 GQ0392!UTM  12      -   0.99988363  x   1.00048451  =   1.00036809
 GQ0392!UTM  11      -   0.99988363  x   1.00050836  =   1.00039193
 GQ0392
 GQ0392:                Primary Azimuth Mark                     Grid Az
 GQ0392:SPC AZ W     -  GRAND WASH RM 3 AZIMUTH                  060 44 57.1
 GQ0392:SPC NV E     -  GRAND WASH RM 3 AZIMUTH                  059 39 57.8
 GQ0392:UTM  12      -  GRAND WASH RM 3 AZIMUTH                  062 22 28.9
 GQ0392:UTM  11      -  GRAND WASH RM 3 AZIMUTH                  058 49 41.9
 GQ0392
 GQ0392|---------------------------------------------------------------------|
 GQ0392| PID    Reference Object                     Distance      Geod. Az  |
 GQ0392|                                                           dddmmss.s |
 GQ0392| CH2366 GRAND WASH RM 3 AZIMUTH                            0603647.9 |
 GQ0392| CH2364 GRAND WASH RM 1                       6.283 METERS 06731     |
 GQ0392| CH2365 GRAND WASH RM 2                       4.600 METERS 15125     |
 GQ0392|---------------------------------------------------------------------|
 GQ0392
 GQ0392                          SUPERSEDED SURVEY CONTROL
 GQ0392
 GQ0392  NAD 83(1986)-  36 12 27.11948(N)    113 58 48.19441(W) AD(       ) 1
 GQ0392  NAD 27      -  36 12 27.16900(N)    113 58 45.34600(W) AD(       ) 1
 GQ0392  NGVD 29 (06/27/88)  767.7    (m)         2519.     (f) VERT ANG       
 GQ0392
 GQ0392.Superseded values are not recommended for survey control.
 GQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0392.See file dsdata.txt to determine how the superseded data were derived.
 GQ0392
 GQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3208311085(NAD 83)
 GQ0392_MARKER: DS = TRIANGULATION STATION DISK
 GQ0392_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0392
 GQ0392  HISTORY     - Date     Condition        Report By
 GQ0392  HISTORY     - 1934     MONUMENTED       CGS
 GQ0392  HISTORY     - 1948     GOOD             USGS
 GQ0392  HISTORY     - 1951     GOOD             USGS
 GQ0392  HISTORY     - 1952     GOOD             CGS
 GQ0392
 GQ0392                          STATION DESCRIPTION
 GQ0392
 GQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0392'STATION IS ON THE N SIDE OF COLORADO RIVER, ABOUT 3.0 MILES
 GQ0392'(AIR LINE) NW OF PIERCES FERRY, ARIZONA, ON A VERY PROMINENT
 GQ0392'KNIFE-EDGED RIDGE RUNNING NS OVERLOOKING COLORADO RIVER, ABOUT
 GQ0392'1/2 MILE N OF THE HIGHEST KNOBBED POINT OF THIS KNIFE-EDGED
 GQ0392'RIDGE, WHICH DROPS SHEER FROM STATION TO VALLEY BELOW AND GRAND
 GQ0392'WASH TO W.  SITE WAS ONLY AVAILABLE LOCATION ON THIS RIDGE WHERE
 GQ0392'STAND COULD BE SET FOR OBSERVING.
 GQ0392'
 GQ0392'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0392'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0392'
 GQ0392'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES ABOUT 1/2 MILE NE
 GQ0392'IN LARGE ROCK ON RIDGE LEADING TO STATION.
 GQ0392'
 GQ0392'REACHED FROM CHLORIDE BY TAKING THE BOULDER DAM HIGHWAY NW FOR
 GQ0392'14 MILES TO MAIL BOX READING O K MINE, TURN RIGHT AND GO 15.4
 GQ0392'MILES.  TAKE RIGHT FORK AT SIGN GOLD BASIN PLACER 18 MILES, GO
 GQ0392'11.7 MILES, CONTINUE STRAIGHT AHEAD FOR 4.4 MILES, CONTINUE
 GQ0392'STRAIGHT AHEAD FOR 18.7 MILES TO PIERCES FERRY.  CROSS FERRY AND
 GQ0392'FOLLOW ROAD FOR 13.5 MILES, TURN LEFT GO 1.1 MILES ENTERING
 GQ0392'TASSI WASH, TURN SHARP LEFT GO 2.3 MILES UP TRIBUTARY WASH, TURN
 GQ0392'RIGHT GO 2.3 MILES THE LAST PART ALONG RIDGE TO END OF
 GQ0392'TRUCK TRAVEL.  PACK W TO STATION FOR 30-MINUTE PACK.
 GQ0392
 GQ0392                          STATION RECOVERY (1948)
 GQ0392
 GQ0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GQ0392'RECOVERED IN GOOD CONDITION.
 GQ0392
 GQ0392                          STATION RECOVERY (1951)
 GQ0392
 GQ0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GQ0392'RECOVERED IN GOOD CONDITION.
 GQ0392
 GQ0392                          STATION RECOVERY (1952)
 GQ0392
 GQ0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0392'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN
 GQ0392'EXCELLENT CONDITION.  ORIGINAL ROUTE TO REACH, IS NOW OBSOLETE.
 GQ0392'
 GQ0392'IT IS REACHED FROM MESQUITE, BY GOING SW ON U.S. HIGHWAY 91
 GQ0392'FOR 10.3 MILES TO FORKS ABOUT 100 YARDS E OF VIRGIN RIVER BRIDGE.
 GQ0392'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD (GRADED DIRT) S AND SE,
 GQ0392'AS PER SIGNS POSTED TO ED YATES RANCH FOR APPROXIMATELY 55 MILES,
 GQ0392'TO ED YATES RANCH (JUST E OF GRAND WASH).  AT THE E SIDE OF
 GQ0392'THE ED YATES HOUSE, GO E UP BOX CANYON, FOLLOWING MAIN WASH FOR
 GQ0392'2.0 MILES.  TURN OUT OF WASH ONTO OLD ROAD AND GO S 2.0 MILES.
 GQ0392'TURN RIGHT ON VERY DIM TRACKS AND FOLLOW SAME ALONG CREST OF
 GQ0392'DIVIDING RIDGES W AND SW FOR 3.5 MILES TO END OF TRUCK TRAVEL
 GQ0392'ABOUT 200 YARDS N OF STATION.
 GQ0392'
 GQ0392'NOTE--LAST MILE TO BE DRIVEN WITH 4-WHEEL DRIVE, ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1490 ***********************************************************************
 DA1490  DESIGNATION -  GRANDE
 DA1490  PID         -  DA1490
 DA1490  STATE/COUNTY-  AZ/PIMA
 DA1490  USGS QUAD   -  HICKIWAN (1990)
 DA1490
 DA1490                         *CURRENT SURVEY CONTROL
 DA1490  ___________________________________________________________________
 DA1490* NAD 83(1992)-  32 17 18.91114(N)    112 24 32.53248(W)     ADJUSTED  
 DA1490* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 DA1490  ___________________________________________________________________
 DA1490  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DA1490  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DA1490
 DA1490  HORZ ORDER  -  FIRST
 DA1490
 DA1490.The horizontal coordinates were established by classical geodetic methods
 DA1490.and adjusted by the National Geodetic Survey in August 1993..
 DA1490
 DA1490.The orthometric height was scaled from a topographic map.
 DA1490
 DA1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1490
 DA1490.The geoid height was determined by GEOID03.
 DA1490
 DA1490;                    North         East     Units Scale Factor Converg.
 DA1490;SPC AZ C     -   142,971.425   166,985.105   MT  0.99992651   -0 15 46.9
 DA1490;SPC AZ C     -   469,066.35    547,851.39   iFT  0.99992651   -0 15 46.9
 DA1490;UTM  12      - 3,573,295.645   367,321.706   MT  0.99981708   -0 45 10.1
 DA1490
 DA1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1490!SPC AZ C     -   0.99990083  x   0.99992651  =   0.99982735
 DA1490!UTM  12      -   0.99990083  x   0.99981708  =   0.99971793
 DA1490
 DA1490|---------------------------------------------------------------------|
 DA1490| PID    Reference Object                     Distance      Geod. Az  |
 DA1490|                                                           dddmmss.s |
 DA1490| CH5249 GRANDE RM 2                           6.138 METERS 06419     |
 DA1490| CH5247 GRANDE AZ MK                                       2610938.3 |
 DA1490| CH5248 GRANDE RM 1                          11.002 METERS 34415     |
 DA1490|---------------------------------------------------------------------|
 DA1490
 DA1490                          SUPERSEDED SURVEY CONTROL
 DA1490
 DA1490  NAD 83(1986)-  32 17 18.90396(N)    112 24 32.53553(W) AD(       ) 1
 DA1490  NAD 27      -  32 17 18.67800(N)    112 24 30.03200(W) AD(       ) 1
 DA1490
 DA1490.Superseded values are not recommended for survey control.
 DA1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1490.See file dsdata.txt to determine how the superseded data were derived.
 DA1490
 DA1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6732273296(NAD 83)
 DA1490_MARKER: DS = TRIANGULATION STATION DISK
 DA1490_SETTING: 66 = SET IN ROCK OUTCROP
 DA1490
 DA1490  HISTORY     - Date     Condition        Report By
 DA1490  HISTORY     - 1935     MONUMENTED       CGS
 DA1490  HISTORY     - 1972     GOOD             AZHD
 DA1490
 DA1490                          STATION DESCRIPTION
 DA1490
 DA1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1490'ON A FLAT-TOPPED LAVA RIDGE 10.5 MILES NORTHEAST, AIR LINE,
 DA1490'OF NINE MILE PEAK AND 0.5 MILE EAST OF A PROMINENT CLUMP OF
 DA1490'LAVA ROCKS WHICH PROJECT FARTHER OUT INTO THE VALLEY.  MARKED
 DA1490'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1490'MARK NO. 1, A STANDARD BRONZE DISK, IS 11.002 METERS
 DA1490'(36.10 FEET) FROM STATION N 15 DEG 45 MIN W.  REFERENCE
 DA1490'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA1490'6.138 METERS (20.14 FEET) FROM STATION N 64 DEG 19
 DA1490'MIN E.  THE AZIMUTH MARK (1936), IN BEDROCK ON THE TOP OF A
 DA1490'CLUMP OF LAVA ROCKS, IS ONE-HALF MILE FROM STATION
 DA1490'S 81 DEG 10 MIN W.
 DA1490
 DA1490                          STATION RECOVERY (1972)
 DA1490
 DA1490'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1490'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1490'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1490'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0713 ***********************************************************************
 FQ0713  DESIGNATION -  GRANDVIEW
 FQ0713  PID         -  FQ0713
 FQ0713  STATE/COUNTY-  AZ/COCONINO
 FQ0713  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0713
 FQ0713                         *CURRENT SURVEY CONTROL
 FQ0713  ___________________________________________________________________
 FQ0713* NAD 83(1992)-  35 57 28.07763(N)    111 57 17.56034(W)     ADJUSTED  
 FQ0713* NAVD 88     -      2296.530  (meters)    7534.53   (feet)  POSTED    
 FQ0713  ___________________________________________________________________
 FQ0713  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FQ0713  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0713  DYNAMIC HT  -        2293.370 (meters)    7524.16  (feet)  COMP
 FQ0713  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 FQ0713
 FQ0713  HORZ ORDER  -  SECOND
 FQ0713  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0713
 FQ0713.The horizontal coordinates were established by classical geodetic methods
 FQ0713.and adjusted by the National Geodetic Survey in August 1993..
 FQ0713
 FQ0713.The orthometric height was determined by differential leveling
 FQ0713.and adjusted by the National Geodetic Survey in 1992..
 FQ0713.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0713.rate of 0.0 thru 1.0 mm/km.
 FQ0713
 FQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0713
 FQ0713.The geoid height was determined by GEOID03.
 FQ0713
 FQ0713.The dynamic height is computed by dividing the NAVD 88
 FQ0713.geopotential number by the normal gravity value computed on the
 FQ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0713.degrees latitude (g = 980.6199 gals.).
 FQ0713
 FQ0713.The modeled gravity was interpolated from observed gravity values.
 FQ0713
 FQ0713;                    North         East     Units Scale Factor Converg.
 FQ0713;SPC AZ C     -   549,831.507   209,913.247   MT  0.99990015   -0 01 20.8
 FQ0713;SPC AZ C     - 1,803,909.14    688,691.76   iFT  0.99990015   -0 01 20.8
 FQ0713;UTM  12      - 3,979,689.147   413,892.051   MT  0.99969136   -0 33 38.6
 FQ0713
 FQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0713!SPC AZ C     -   0.99964328  x   0.99990015  =   0.99954347
 FQ0713!UTM  12      -   0.99964328  x   0.99969136  =   0.99933475
 FQ0713
 FQ0713:                Primary Azimuth Mark                     Grid Az
 FQ0713:SPC AZ C     -  NAVAJO POINT                             050 39 24.7
 FQ0713:UTM  12      -  NAVAJO POINT                             051 11 42.5
 FQ0713
 FQ0713|---------------------------------------------------------------------|
 FQ0713| PID    Reference Object                     Distance      Geod. Az  |
 FQ0713|                                                           dddmmss.s |
 FQ0713| GP0594 NAVAJO POINT                        APPROX.14.5 KM 0503803.9 |
 FQ0713|---------------------------------------------------------------------|
 FQ0713
 FQ0713                          SUPERSEDED SURVEY CONTROL
 FQ0713
 FQ0713  NAD 83(1986)-  35 57 28.07859(N)    111 57 17.55711(W) AD(       ) 2
 FQ0713  NAD 27      -  35 57 28.13600(N)    111 57 14.97200(W) AD(       ) 2
 FQ0713  NGVD 29 (??/??/92) 2295.47   (m)         7531.1    (f) COMPUTED    3 0
 FQ0713
 FQ0713.Superseded values are not recommended for survey control.
 FQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0713.See file dsdata.txt to determine how the superseded data were derived.
 FQ0713
 FQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1389279689(NAD 83)
 FQ0713_MARKER: DS = TRIANGULATION STATION DISK
 FQ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0713_STAMPING: GRANDVIEW 1920
 FQ0713_MARK LOGO: CGS   
 FQ0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0713+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 FQ0713
 FQ0713  HISTORY     - Date     Condition        Report By
 FQ0713  HISTORY     - 1920     MONUMENTED       CGS
 FQ0713  HISTORY     - 1920     GOOD             CGS
 FQ0713  HISTORY     - 1934     GOOD             CGS
 FQ0713  HISTORY     - 1953     GOOD             FAS
 FQ0713  HISTORY     - 1956     GOOD             USGS
 FQ0713  HISTORY     - 19581208 GOOD             USGS
 FQ0713  HISTORY     - 20050721 GOOD             GEOCAC
 FQ0713
 FQ0713                          STATION DESCRIPTION
 FQ0713
 FQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FQ0713'STATION IS UNDER THE FOREST SERVICE LOOKOUT TOWER, ABOUT 2
 FQ0713'MI. E OF GRANDVIEW, AND ABOUT 30 M. N OF THE GRAND CANYON-FLAGSTAFF
 FQ0713'ROAD.  THE MARK WAS SET UNDER THE STAND AFTER THE LIGHT HAD
 FQ0713'BEEN FIXED AT THE TOP.  SURFACE MARK.  THERE IS NO
 FQ0713'UNDERGROUND MARK.
 FQ0713'
 FQ0713'REFERENCE MARKS 1, 2 AND 3 ARE TRIANGLES CHISELED IN PINE
 FQ0713'TREES ABOUT 2 FT. ABOVE THE GROUND.
 FQ0713'
 FQ0713'MEASUREMENTS TO THE STEEL POSTS OF THE LOOKOUT TOWER ARE
 FQ0713'TO THE INNER CORNER JUST ABOVE THE CONCRETE FOUNDATION.
 FQ0713'LOOKOUT TWR NORTHWEST POST 3.460 METERS, NORTHEAST POST 3.420 METERS,
 FQ0713'SOUTHEAST POST 2.883 METERS, SOUTHWEST POST 2.948 METERS.
 FQ0713
 FQ0713                          STATION RECOVERY (1920)
 FQ0713
 FQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FQ0713'RECOVERED IN GOOD CONDITION.
 FQ0713
 FQ0713                          STATION RECOVERY (1934)
 FQ0713
 FQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FQ0713'FOLLOWING TAKEN FROM L.C. JOHNSONS RECONNAISSANCE DESCRIPTIONS
 FQ0713'IN ARIZONA NO. 2--STATION IS UNDER THE GRANDVIEW LOOKOUT TOWER
 FQ0713'OF THE TUSAYAN NATIONAL FOREST, AND ABOUT 30 M. N OF THE
 FQ0713'OLD GRAND CANYON-FLAGSTAFF ROAD.  REACHED AS DESCRIBED IN
 FQ0713'THE DESCRIPTION OF STATION TUSAYAN.
 FQ0713'
 FQ0713'STATION MARK AND ONE REFERENCE MARK WERE FOUND AS DESCRIBED,
 FQ0713'ALSO TWO NAILS IN BLAZES IN TREES.
 FQ0713
 FQ0713                          STATION RECOVERY (1953)
 FQ0713
 FQ0713'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 FQ0713'STATION MARK IN GOOD CONDITION.  REFERENCE MARKS 1, 2 AND 3
 FQ0713'NO LONGER RECOVERABLE.  COULD NOT FIND REFERENCE MARK 4.
 FQ0713'
 FQ0713'FOREST SERVICE LOOKOUT TOWER HAS EVIDENTLY BEEN TORN DOWN
 FQ0713'AND REBUILT, BECAUSE STATION IS NOW APPROXIMATELY 100 FT.
 FQ0713'N OF THE CENTER OF THE TOWER.
 FQ0713
 FQ0713                          STATION RECOVERY (1956)
 FQ0713
 FQ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FQ0713'RECOVERED IN GOOD CONDITION.
 FQ0713'
 FQ0713'NOTE--OLD TOWER OF 1934 HAS BEEN REPLACED BY STEEL TOWER IN 1936
 FQ0713'AND IS 108.2 FT SE. OF STATION.
 FQ0713
 FQ0713                          STATION RECOVERY (1958)
 FQ0713
 FQ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FQ0713'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE EL TOVAR HOTEL
 FQ0713'AT GRAND CANYON, ARIZONA, THENCE 1.3 MILES SOUTHEAST ALONG A ROAD TO
 FQ0713'THE GRANDVIEW LOOKOUT TOWER, 90 FEET NORTH OF THE ROAD, 100 FEET
 FQ0713'NORTH OF OF THE CENTER OF THE NEW TOWER, IN THE MIDDLE OF AN OLD
 FQ0713'TOWER WHICH HAS BEEN REMOVED.
 FQ0713
 FQ0713                          STATION RECOVERY (2005)
 FQ0713
 FQ0713'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0712 ***********************************************************************
 FQ0712  DESIGNATION -  GRANDVIEW LOOKOUT TOWER
 FQ0712  PID         -  FQ0712
 FQ0712  STATE/COUNTY-  AZ/COCONINO
 FQ0712  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0712
 FQ0712                         *CURRENT SURVEY CONTROL
 FQ0712  ___________________________________________________________________
 FQ0712* NAD 83(1992)-  35 57 27.18498(N)    111 57 16.82067(W)     ADJUSTED  
 FQ0712* NAVD 88     -                                                        
 FQ0712  ___________________________________________________________________
 FQ0712  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FQ0712  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0712
 FQ0712  HORZ ORDER  -  THIRD
 FQ0712
 FQ0712.The horizontal coordinates were established by classical geodetic methods
 FQ0712.and adjusted by the National Geodetic Survey in August 1993..
 FQ0712
 FQ0712
 FQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0712
 FQ0712.The geoid height was determined by GEOID03.
 FQ0712
 FQ0712;                    North         East     Units Scale Factor Converg.
 FQ0712;SPC AZ C     -   549,803.989   209,931.769   MT  0.99990014   -0 01 20.3
 FQ0712;SPC AZ C     - 1,803,818.86    688,752.52   iFT  0.99990014   -0 01 20.3
 FQ0712;UTM  12      - 3,979,661.462   413,910.311   MT  0.99969132   -0 33 38.2
 FQ0712
 FQ0712                          SUPERSEDED SURVEY CONTROL
 FQ0712
 FQ0712  NAD 83(1986)-  35 57 27.19115(N)    111 57 16.82031(W) AD(       ) 4
 FQ0712  NAD 27      -  35 57 28.15400(N)    111 57 14.94900(W) AD(       ) 3
 FQ0712
 FQ0712.Superseded values are not recommended for survey control.
 FQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0712.See file dsdata.txt to determine how the superseded data were derived.
 FQ0712
 FQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1391079661(NAD 83)
 FQ0712_MARKER: 57 = LOOKOUT TOWER
 FQ0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0712+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 FQ0712
 FQ0712  HISTORY     - Date     Condition        Report By
 FQ0712  HISTORY     - 1934     FIRST OBSERVED   CGS
 FQ0712  HISTORY     - 20050721 GOOD             GEOCAC
 FQ0712  HISTORY     - 20060812 GOOD             GEOCAC
 FQ0712
 FQ0712                          STATION DESCRIPTION
 FQ0712
 FQ0712'DESCRIBED BY GEOCACHING 2005 (WD)
 FQ0712'TOWER IS GRAY METAL LATTICE FRAME RISING ABOUT 150 FEET, AT THE
 FQ0712'ARIZONA TRAIL TRAILHEAD AND ABOUT 1.15 MILES SOUTHEAST OF TRAILHEAD
 FQ0712'TURNOFF FROM STATE HIGHWAY 64.
 FQ0712
 FQ0712                          STATION RECOVERY (2006)
 FQ0712
 FQ0712'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0712'WELL, THE EXISTING TOWER WAS BUILT IN 1936.
 FQ0712'THE ORIGINAL OBSERVATION WAS IN 1934.
 FQ0712'THE ORIGINAL TOWER WAS ABOUT 100 FEET NNW OF THE EXISTING TOWER (SEE
 FQ0712'FQ0713).
 FQ0712'SEEMS THAT THE ORIGINAL MARK NO LONGER EXISTS, BUT THE COORDINATES
 FQ0712'SEEM TO MATCH THE EXISTING TOWER.
 FQ0712'SINCE THE COORDINATES, FOR WHAT EVER REASON, MATCH THE EXISTING TOWER,
 FQ0712'I WILL CLAIM RECOVERY OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0848 ***********************************************************************
 FQ0848  DESIGNATION -  GRANDVIEW RM 4
 FQ0848  PID         -  FQ0848
 FQ0848  STATE/COUNTY-  AZ/COCONINO
 FQ0848  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0848
 FQ0848                         *CURRENT SURVEY CONTROL
 FQ0848  ___________________________________________________________________
 FQ0848* NAD 83(1986)-  35 57 28.     (N)    111 57 18.     (W)     SCALED    
 FQ0848* NAVD 88     -      2296.447  (meters)    7534.26   (feet)  POSTED    
 FQ0848  ___________________________________________________________________
 FQ0848  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0848  DYNAMIC HT  -        2293.290 (meters)    7523.90  (feet)  COMP
 FQ0848  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 FQ0848
 FQ0848  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0848
 FQ0848.The horizontal coordinates were scaled from a topographic map and have
 FQ0848.an estimated accuracy of +/- 6 seconds.
 FQ0848
 FQ0848.The orthometric height was determined by differential leveling
 FQ0848.and adjusted by the National Geodetic Survey in 1992..
 FQ0848.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0848.rate of 0.0 thru 1.0 mm/km.
 FQ0848
 FQ0848.The geoid height was determined by GEOID03.
 FQ0848
 FQ0848.The dynamic height is computed by dividing the NAVD 88
 FQ0848.geopotential number by the normal gravity value computed on the
 FQ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0848.degrees latitude (g = 980.6199 gals.).
 FQ0848
 FQ0848.The modeled gravity was interpolated from observed gravity values.
 FQ0848
 FQ0848;                    North         East    Units  Estimated Accuracy
 FQ0848;SPC AZ C     -   549,830.      209,900.      MT  (+/- 180 meters Scaled)
 FQ0848
 FQ0848                          SUPERSEDED SURVEY CONTROL
 FQ0848
 FQ0848  NGVD 29 (??/??/92) 2295.38   (m)         7530.8    (f) COMPUTED    3 0
 FQ0848
 FQ0848.Superseded values are not recommended for survey control.
 FQ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0848.See file dsdata.txt to determine how the superseded data were derived.
 FQ0848
 FQ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE138796(NAD 83)
 FQ0848_MARKER: DR = REFERENCE MARK DISK
 FQ0848_SETTING: 0 = UNSPECIFIED SETTING
 FQ0848_STAMPING: GRANDVIEW 1920
 FQ0848_MARK LOGO: CGS   
 FQ0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0848+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1958
 FQ0848
 FQ0848  HISTORY     - Date     Condition        Report By
 FQ0848  HISTORY     - 1920     MONUMENTED       CGS
 FQ0848  HISTORY     - 19581208 GOOD             USGS
 FQ0848  HISTORY     - 20050721 MARK NOT FOUND   GEOCAC
 FQ0848
 FQ0848                          STATION DESCRIPTION
 FQ0848
 FQ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0848'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE EL TOVAR HOTEL
 FQ0848'AT GRAND CANYON, ARIZONA, THENCE 1.3 MILES SOUTHEAST ALONG A ROAD TO
 FQ0848'THE GRANDVIEW LOOKOUT TOWER, THE REFERENCE MARK IS NEAR CGS TRI.
 FQ0848'STATION GRANDVIEW AND THE LOOKOUT TOWER, EXACT LOCATION UNCLEAR.
 FQ0848
 FQ0848                          STATION RECOVERY (2005)
 FQ0848
 FQ0848'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1414 ***********************************************************************
 DA1414  DESIGNATION -  GRANITE
 DA1414  PID         -  DA1414
 DA1414  STATE/COUNTY-  AZ/PIMA
 DA1414  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA1414
 DA1414                         *CURRENT SURVEY CONTROL
 DA1414  ___________________________________________________________________
 DA1414* NAD 83(1992)-  32 25 39.67417(N)    113 18 28.48778(W)     ADJUSTED  
 DA1414* NAVD 88     -       759.5    (meters)    2492.     (feet)  VERTCON   
 DA1414  ___________________________________________________________________
 DA1414  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DA1414  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA1414
 DA1414  HORZ ORDER  -  SECOND
 DA1414
 DA1414.The horizontal coordinates were established by classical geodetic methods
 DA1414.and adjusted by the National Geodetic Survey in August 1993..
 DA1414
 DA1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1414
 DA1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1414
 DA1414.The geoid height was determined by GEOID03.
 DA1414
 DA1414;                    North         East     Units Scale Factor Converg.
 DA1414;SPC AZ C     -   159,140.694    82,518.211   MT  1.00011105   -0 44 46.1
 DA1414;SPC AZ C     -   522,115.14    270,729.04   iFT  1.00011105   -0 44 46.1
 DA1414;UTM  12      - 3,590,187.590   282,998.102   MT  1.00018072   -1 14 17.0
 DA1414
 DA1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1414!SPC AZ C     -   0.99988585  x   1.00011105  =   0.99999688
 DA1414!UTM  12      -   0.99988585  x   1.00018072  =   1.00006654
 DA1414
 DA1414:                Primary Azimuth Mark                     Grid Az
 DA1414:SPC AZ C     -  TONEYS RANCH TANK                        022 49 44.8
 DA1414:UTM  12      -  TONEYS RANCH TANK                        023 19 15.7
 DA1414
 DA1414|---------------------------------------------------------------------|
 DA1414| PID    Reference Object                     Distance      Geod. Az  |
 DA1414|                                                           dddmmss.s |
 DA1414| DA1396 TONEYS RANCH TANK                   APPROX. 8.7 KM 0220458.7 |
 DA1414| CH2369 GRANITE RM                            7.070 METERS 02825     |
 DA1414| DA1415 PINTA                               APPROX.28.7 KM 2303147.4 |
 DA1414| DA1395 EAGLE TANK                          APPROX.25.8 KM 3503233.9 |
 DA1414|---------------------------------------------------------------------|
 DA1414
 DA1414                          SUPERSEDED SURVEY CONTROL
 DA1414
 DA1414  NAD 83(1986)-  32 25 39.65406(N)    113 18 28.49039(W) AD(       ) 2
 DA1414  NAD 27      -  32 25 39.45300(N)    113 18 25.83500(W) AD(       ) 2
 DA1414  NGVD 29 (06/20/88)  758.8    (m)         2489.     (f) VERT ANG       
 DA1414
 DA1414.Superseded values are not recommended for survey control.
 DA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1414.See file dsdata.txt to determine how the superseded data were derived.
 DA1414
 DA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8299890188(NAD 83)
 DA1414_MARKER: DS = TRIANGULATION STATION DISK
 DA1414_SETTING: 66 = SET IN ROCK OUTCROP
 DA1414
 DA1414  HISTORY     - Date     Condition        Report By
 DA1414  HISTORY     - 1920     MONUMENTED       CGS
 DA1414  HISTORY     - 1962     GOOD             USGS
 DA1414
 DA1414                          STATION DESCRIPTION
 DA1414
 DA1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1414'TO REACH STATION TAKE ROAD FROM SENTINEL TO TONEYS RANCH
 DA1414'(ABOUT 25 MILES).  THEN GO S KEEPING E OF SEVERAL LOW HILLS FOR
 DA1414'ABOUT 3 MILES, THEN TURN W TO MOUNTAIN FOLLOWING UP A VALLEY
 DA1414'TO FOOT OF CANYON.  PACK UP CANYON TO RIDGE JUST S OF STATION
 DA1414'WHICH IS ON HIGHEST POINT.  GOOD WATER AT TONEYS WELL.
 DA1414'
 DA1414'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1414'HOLE IN OUTCROPPING BEDROCK.
 DA1414'
 DA1414'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1414'HOLE IN A BOULDER.
 DA1414'
 DA1414'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.01 METERS.
 DA1414
 DA1414                          STATION RECOVERY (1962)
 DA1414
 DA1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1414'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DA1414'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0987 ***********************************************************************
 ET0987  DESIGNATION -  GRANITE
 ET0987  PID         -  ET0987
 ET0987  STATE/COUNTY-  AZ/YAVAPAI
 ET0987  USGS QUAD   -  JEROME CANYON (1979)
 ET0987
 ET0987                         *CURRENT SURVEY CONTROL
 ET0987  ___________________________________________________________________
 ET0987* NAD 83(1992)-  34 38 16.45949(N)    112 33 12.53239(W)     ADJUSTED  
 ET0987* NAVD 88     -      2325.0    (meters)    7628.     (feet)  VERTCON   
 ET0987  ___________________________________________________________________
 ET0987  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 ET0987  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0987
 ET0987  HORZ ORDER  -  FIRST
 ET0987
 ET0987.The horizontal coordinates were established by classical geodetic methods
 ET0987.and adjusted by the National Geodetic Survey in August 1993..
 ET0987
 ET0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0987
 ET0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0987
 ET0987.The geoid height was determined by GEOID03.
 ET0987
 ET0987;                    North         East     Units Scale Factor Converg.
 ET0987;SPC AZ C     -   403,592.869   154,976.849   MT  0.99994200   -0 21 43.1
 ET0987;SPC AZ C     - 1,324,123.59    508,454.23   iFT  0.99994200   -0 21 43.1
 ET0987;UTM  12      - 3,833,986.655   357,614.411   MT  0.99984989   -0 52 59.3
 ET0987
 ET0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0987!SPC AZ C     -   0.99963931  x   0.99994200  =   0.99958134
 ET0987!UTM  12      -   0.99963931  x   0.99984989  =   0.99948926
 ET0987
 ET0987|---------------------------------------------------------------------|
 ET0987| PID    Reference Object                     Distance      Geod. Az  |
 ET0987|                                                           dddmmss.s |
 ET0987| CH2368 GRANITE RM 1                          8.365 METERS 02649     |
 ET0987| ET0888 PRESCOTT RAD FINDER CEN TWR         APPROX.12.2 KM 0394949.6 |
 ET0987| ET0887 PRESCOTT SOUTH BASE                 APPROX.14.1 KM 0610103.3 |
 ET0987| ET0988 GRANITE                              16.267 METERS 07611     |
 ET0987| CH2367 GRANITE AZ MK                                      0783846.7 |
 ET0987| CS3974 GRANITE                              16.267 METERS 08858     |
 ET0987|---------------------------------------------------------------------|
 ET0987
 ET0987                          SUPERSEDED SURVEY CONTROL
 ET0987
 ET0987  NAD 83(1986)-  34 38 16.45700(N)    112 33 12.53118(W) AD(       ) 1
 ET0987  NAD 27      -  34 38 16.36800(N)    112 33 09.91400(W) AD(       ) 1
 ET0987  NGVD 29 (07/19/86) 2324.1    (m)         7625.     (f) VERT ANG       
 ET0987
 ET0987.Superseded values are not recommended for survey control.
 ET0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0987.See file dsdata.txt to determine how the superseded data were derived.
 ET0987
 ET0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5761433987(NAD 83)
 ET0987_MARKER: DS = TRIANGULATION STATION DISK
 ET0987_SETTING: 66 = SET IN ROCK OUTCROP
 ET0987
 ET0987  HISTORY     - Date     Condition        Report By
 ET0987  HISTORY     - 1919     MONUMENTED       CGS
 ET0987  HISTORY     - 1935     GOOD             USFS
 ET0987  HISTORY     - 1944     GOOD             CGS
 ET0987  HISTORY     - 1969     GOOD             USGS
 ET0987
 ET0987                          STATION DESCRIPTION
 ET0987
 ET0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0987'STATION IS ABOUT 8 MILES AIR LINE AND 16 MILES BY ROAD AND TRAIL
 ET0987'NNW OF PRESCOTT.  IT IS ON THE HIGHEST PEAK OF GRANITE MOUNTAIN,
 ET0987'ON A SHELVING FLAT ROCK AT THE S SIDE OF THE SUMMIT, AND 3 OR
 ET0987'4 FEET LOWER THAN SOME OF THE SURROUNDING CRAGS.
 ET0987'
 ET0987'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 ET0987'BEDROCK.
 ET0987'
 ET0987'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.25 METERS.
 ET0987
 ET0987                          STATION RECOVERY (1935)
 ET0987
 ET0987'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET0987'STATION IS ON HIGHEST, MOST RUGGED, SHARPEST, AND MOST PROMINENT
 ET0987'PEAK IN THE LOCALITY.  THIS MOUNTAIN IS WELL KNOWN LOCALLY
 ET0987'AS GRANITE MOUNTAIN.  STATION IS 8 MILES (AIR LINE) NNW OF
 ET0987'PRESCOTT.
 ET0987'
 ET0987'STATION MARK IS A BRONZE STATION DISK SET IN GRANITE LEDGE ROCK
 ET0987'AND IS STAMPED GRANITE 1919.
 ET0987'
 ET0987'STATION GRANITE (U.S.G.S.) IS 16.25 METERS DISTANT.
 ET0987'
 ET0987'TO REACH STATION FROM PRESCOTT, TAKE PRESCOTT-SKULL VALLEY
 ET0987'ROAD NW APPROXIMATELY 7 MILES TO ALTO SIDING.  THEN TAKE GRANITE
 ET0987'BASIN ROAD N APPROXIMATELY 3 MILES TO GRANITE BASIN.  THENCE
 ET0987'BY TRAIL W TO TOP OF GRANITE MOUNTAIN AND END OF TRAIL.  THENCE
 ET0987'N TO HIGHEST POINT.  ABOUT A 3-HOUR CLIMB FROM GRANITE BASIN.
 ET0987
 ET0987                          STATION RECOVERY (1944)
 ET0987
 ET0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0987'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 ET0987'ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK HAVE BEEN
 ET0987'ESTABLISHED.
 ET0987'
 ET0987'STATION IS LOCATED ON GRANITE MOUNTAIN, A HIGH AND PROMINENT MOUNTAIN
 ET0987'ABOUT 8 MILES NNW OF PRESCOTT.  THE MOUNTAIN IS WELL KNOWN
 ET0987'LOCALLY.
 ET0987'
 ET0987'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN A LARGE
 ET0987'BOULDER AND IS STAMPED GRANITE 1919.
 ET0987'
 ET0987'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 ET0987'LARGE BOULDER AND IS STAMPED GRANITE NO 1 1944.  IT IS AT ABOUT THE
 ET0987'SAME ELEVATION AS STATION MARK.
 ET0987'
 ET0987'REFERENCE MARK 2 IS GRANITE (U.S.G.S.).
 ET0987'
 ET0987'GRANITE USGS IS A STANDARD U.S GEOLOGICAL SURVEY BENCH MARK
 ET0987'DISK SET IN A LARGE BOULDER THAT FORMS THE HIGHEST POINT
 ET0987'OF THE PEAK.  MARK IS NOT STAMPED.  IT IS 16.252 METERS
 ET0987'(53.318 FEET) ENE OF U.S.C. AND G.S. STATION GRANITE AND ABOUT
 ET0987'7 FEET HIGHER.
 ET0987'
 ET0987'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 ET0987'BEDROCK AND IS STAMPED GRANITE 1944.  IT IS 24 FEET E OF THE
 ET0987'CENTER LINE OF ROAD AND ABOUT 5 FEET HIGHER THAN THE ROADBED.
 ET0987'
 ET0987'TO REACH STATION FROM PRESCOTT, TAKE LEFT FORK AT THE MILLER
 ET0987'VALLEY SCHOOL FOR 2.9 MILES TO A RIGHT FORK AT WHICH IS A
 ET0987'LARGE SIGN READING GRANITE BASIN RECREATION AREA.  HERE TAKE
 ET0987'RIGHT FORK AND CONTINUE FOR 1.6 MILES TO A FORKS, KEEP RIGHT
 ET0987'AND CONTINUE FOR 0.5 MILE.  AT THIS POINT A LARGE ROCK OUTCROP
 ET0987'WILL BE SEEN TO THE RIGHT OF THE ROAD AND IT IS IN THIS OUTCROP
 ET0987'THAT THE AZIMUTH MARK HAS BEEN PLACED.  FROM THIS POINT
 ET0987'CONTINUE 1.1 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON
 ET0987'GRADED ROAD FOR 0.9 MILE TO A WASH, CROSS WASH AND PASS
 ET0987'THROUGH THE GATE AND CONTINUE FOR 0.1 MILE TO THE END OF TRUCK
 ET0987'TRAVEL.  THE PEAK CANNOT BE SEEN FROM THIS POINT.  PACK TO THE
 ET0987'RIGHT AROUND SOME LARGE ROCK CLIFFS AND THENCE THROUGH A
 ET0987'SADDLE AND INTO A CANYON.  FROM HERE A DEEP AND ROUGH CANYON
 ET0987'CAN BE SEEN LEADING UP TO THE PEAK.  PACK INTO THIS CANYON
 ET0987'AND FOLLOW IT TO THE PEAK.  THE STATION IS ABOUT 16 METERS
 ET0987'WSW OF THE HIGHEST POINT AND IS IN A LARGE BOULDER WHICH
 ET0987'BREAKS OFF SHARPLY TO THE S.
 ET0987
 ET0987                          STATION RECOVERY (1969)
 ET0987
 ET0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0987'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.  POWER
 ET0987'GROUND-HOLD LANDING CAN BE MADE ABOUT 100 YARDS E. OF STATION.
 ET0987'TRAIL NOW LEADS UP MOUNTAIN ON NORTHWEST SIDE OF PEAK.
 ET0987'
 ET0987'GRANITE USGS--STANDARD TABLET, UNSTAMPED, CEMENTED IN DRILL HOLE
 ET0987'IN GRANITE BOULDER ON HIGHEST POINT OF TOP, 4.1 FT ABOVE STATION
 ET0987'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0988 ***********************************************************************
 ET0988  DESIGNATION -  GRANITE
 ET0988  PID         -  ET0988
 ET0988  STATE/COUNTY-  AZ/YAVAPAI
 ET0988  USGS QUAD   -  JEROME CANYON (1979)
 ET0988
 ET0988                         *CURRENT SURVEY CONTROL
 ET0988  ___________________________________________________________________
 ET0988* NAD 83(1992)-  34 38 16.58553(N)    112 33 11.91217(W)     ADJUSTED  
 ET0988* NAVD 88     -      2326.5    (meters)    7633.     (feet)  VERTCON   
 ET0988  ___________________________________________________________________
 ET0988  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 ET0988  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0988
 ET0988  HORZ ORDER  -  SECOND
 ET0988
 ET0988.The horizontal coordinates were established by classical geodetic methods
 ET0988.and adjusted by the National Geodetic Survey in August 1993..
 ET0988
 ET0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0988
 ET0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0988
 ET0988.The geoid height was determined by GEOID03.
 ET0988
 ET0988;                    North         East     Units Scale Factor Converg.
 ET0988;SPC AZ C     -   403,596.652   154,992.669   MT  0.99994198   -0 21 42.7
 ET0988;SPC AZ C     - 1,324,136.00    508,506.13   iFT  0.99994198   -0 21 42.7
 ET0988;UTM  12      - 3,833,990.295   357,630.263   MT  0.99984983   -0 52 58.9
 ET0988
 ET0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0988!SPC AZ C     -   0.99963908  x   0.99994198  =   0.99958108
 ET0988!UTM  12      -   0.99963908  x   0.99984983  =   0.99948896
 ET0988
 ET0988:                Primary Azimuth Mark                     Grid Az
 ET0988:SPC AZ C     -  SIMMONS                                  356 20 48.3
 ET0988:UTM  12      -  SIMMONS                                  356 52 04.5
 ET0988
 ET0988|---------------------------------------------------------------------|
 ET0988| PID    Reference Object                     Distance      Geod. Az  |
 ET0988|                                                           dddmmss.s |
 ET0988| ET0983 SIMMONS                             APPROX.22.7 KM 3555905.6 |
 ET0988|---------------------------------------------------------------------|
 ET0988
 ET0988                          SUPERSEDED SURVEY CONTROL
 ET0988
 ET0988  NAD 83(1986)-  34 38 16.58299(N)    112 33 11.91124(W) AD(       ) 2
 ET0988  NAD 27      -  34 38 16.49400(N)    112 33 09.29400(W) AD(       ) 2
 ET0988  NGVD 29 (05/08/89) 2325.6    (m)         7630.     (f) VERT ANG       
 ET0988
 ET0988.Superseded values are not recommended for survey control.
 ET0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0988.See file dsdata.txt to determine how the superseded data were derived.
 ET0988
 ET0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5763033990(NAD 83)
 ET0988_MARKER: DS = TRIANGULATION STATION DISK
 ET0988_SETTING: 80 = SET IN A BOULDER
 ET0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0988+STABILITY: SURFACE MOTION
 ET0988
 ET0988  HISTORY     - Date     Condition        Report By
 ET0988  HISTORY     - 1903     MONUMENTED       USGS
 ET0988  HISTORY     - 1944     GOOD             CGS
 ET0988  HISTORY     - 1972     GOOD             AZHD
 ET0988
 ET0988                          STATION DESCRIPTION
 ET0988
 ET0988'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 ET0988'LOCATED 9 MI NW. OF PRESCOTT.  ON GRANITE MTN.
 ET0988'
 ET0988'TO REACH NOT GIVEN.
 ET0988'
 ET0988'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 ET0988'HIGHEST GRANITE BOULDER.
 ET0988'
 ET0988'RMS--NONE SET.
 ET0988
 ET0988                          STATION RECOVERY (1944)
 ET0988
 ET0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0988'STATION IS LOCATED ON GRANITE MOUNTAIN, A HIGH AND PROMINENT
 ET0988'PEAK ABOUT 8 MILES NNW OF PRESCOTT.  THE MOUNTAIN IS WELL
 ET0988'KNOWN LOCALLY.
 ET0988'
 ET0988'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET0988'DISK SET IN A LARGE BOULDER THAT FORMS THE HIGHEST POINT
 ET0988'OF THE PEAK.  MARK IS NOT STAMPED.  IT IS 16.252 METERS
 ET0988'(53.318 FEET) ENE OF U.S.C. AND G.S. STATION GRANITE AND ABOUT
 ET0988'7 FEET HIGHER.
 ET0988
 ET0988                          STATION RECOVERY (1972)
 ET0988
 ET0988'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0988'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 ET0988'USE HORSE TRAIL AT DEAD END ROAD IN GRANITE BASIN RECREATION AREA.
 ET0988'THE TRAIL STARTS HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2257 ***********************************************************************
 DV2257  DESIGNATION -  GRANITE
 DV2257  PID         -  DV2257
 DV2257  STATE/COUNTY-  AZ/MARICOPA
 DV2257  USGS QUAD   -  UNION HILLS (1981)
 DV2257
 DV2257                         *CURRENT SURVEY CONTROL
 DV2257  ___________________________________________________________________
 DV2257* NAD 83(1992)-  33 39 59.20960(N)    112 00 13.02570(W)     ADJUSTED  
 DV2257* NAVD 88     -       474.4    (meters)    1556.     (feet)  VERTCON   
 DV2257  ___________________________________________________________________
 DV2257  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DV2257  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV2257
 DV2257  HORZ ORDER  -  SECOND
 DV2257
 DV2257.The horizontal coordinates were established by classical geodetic methods
 DV2257.and adjusted by the National Geodetic Survey in August 1993..
 DV2257
 DV2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2257
 DV2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2257
 DV2257.The geoid height was determined by GEOID03.
 DV2257
 DV2257;                    North         East     Units Scale Factor Converg.
 DV2257;SPC AZ C     -   295,663.462   205,296.540   MT  0.99990080   -0 02 53.5
 DV2257;SPC AZ C     -   970,024.48    673,545.08   iFT  0.99990080   -0 02 53.5
 DV2257;UTM  12      - 3,725,625.073   406,955.499   MT  0.99970673   -0 33 23.1
 DV2257
 DV2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2257!SPC AZ C     -   0.99993015  x   0.99990080  =   0.99983095
 DV2257!UTM  12      -   0.99993015  x   0.99970673  =   0.99963690
 DV2257
 DV2257|---------------------------------------------------------------------|
 DV2257| PID    Reference Object                     Distance      Geod. Az  |
 DV2257|                                                           dddmmss.s |
 DV2257| CR9783 GRANITE RM 1                         12.257 METERS 12236     |
 DV2257| DV1831 GRANITE AZ MK                       APPROX. 0.9 KM 2705909.4 |
 DV2257| CR9784 GRANITE RM 2                         12.121 METERS 30526     |
 DV2257|---------------------------------------------------------------------|
 DV2257
 DV2257                          SUPERSEDED SURVEY CONTROL
 DV2257
 DV2257  NAD 83(1986)-  33 39 59.20417(N)    112 00 13.03160(W) AD(       ) 2
 DV2257  NGVD 29 (11/30/89)  473.8    (m)         1554.     (f) VERT ANG       
 DV2257
 DV2257.Superseded values are not recommended for survey control.
 DV2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2257.See file dsdata.txt to determine how the superseded data were derived.
 DV2257
 DV2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0695525625(NAD 83)
 DV2257_MARKER: DS = TRIANGULATION STATION DISK
 DV2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2257+STABILITY: SURFACE MOTION
 DV2257
 DV2257  HISTORY     - Date     Condition        Report By
 DV2257  HISTORY     - 1983     MONUMENTED       AZDT
 DV2257  HISTORY     - 20020823 GOOD             USPSQD
 DV2257
 DV2257                          STATION DESCRIPTION
 DV2257
 DV2257'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV2257'THE STATION IS LOCATED ON THE BUREAU OF LAND MANAGEMENT FLOOD CONTROLL
 DV2257'DIKE IN NORTHERN PHOENIX 1/2 MILE EAST OF 32ND STREET.
 DV2257'
 DV2257'THE STATION MARK IS AN AZDT DISK STAMPED---GRANITE 1983---.  IT IS SET
 DV2257'IN TOP OF A 10 INCH CONCRETE MONUMENT 20 FEET NORTHEAST OF THE WITNESS
 DV2257'POST.
 DV2257'
 DV2257'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANITE RM 1 1983---.  IT
 DV2257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST.
 DV2257'
 DV2257'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANITE RM 2 1983---.  IT
 DV2257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST.
 DV2257'
 DV2257'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GRANITE AZ 1983---.  IT IS
 DV2257'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 42 FEET WEST OF 32ND
 DV2257'STREET AND MARKED WITH A WITNESS POST AND SIGN.
 DV2257'
 DV2257'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV2257'AND BEARDSLY ROAD IN NORTHERN PHOENIX, TRAVEL EAST ALONG BEARDSLY ROAD
 DV2257'4.75 MILES TO CAVE CREEK ROAD.  TURN LEFT ALONG CAVE CREEK ROAD FOR
 DV2257'1.7 MILES TO A LOCKED GATE ON THE RIGH T AT END OF DIKE.  PASS THROUGH
 DV2257'GATE AND TRAVEL ON TOP OF DIKE FOR 2.9 MILES TO STATION.  TO OBTAIN A
 DV2257'KEY TO LOCKED GATE CALL 252 2134.
 DV2257'
 DV2257'TO REACH THE AZIMUTH MARK CONTINUE EAST ALONG BEARDSLY ROAD FROM CAVE
 DV2257'CREEK ROAD TO 32ND STREET.  TURN RIGHT ALONG 32ND STREET FOR 0.2 MILE
 DV2257'TO THE MARK ON THE RIGHT.
 DV2257
 DV2257                          STATION RECOVERY (2002)
 DV2257
 DV2257'RECOVERY NOTE BY US POWER SQUADRON 2002 (DA)
 DV2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1165 ***********************************************************************
 ES1165  DESIGNATION -  GRANITE
 ES1165  PID         -  ES1165
 ES1165  STATE/COUNTY-  AZ/YAVAPAI
 ES1165  USGS QUAD   -  DUGAS (1967)
 ES1165
 ES1165                         *CURRENT SURVEY CONTROL
 ES1165  ___________________________________________________________________
 ES1165* NAD 83(1992)-  34 16 24.15737(N)    111 53 40.28061(W)     ADJUSTED  
 ES1165* NAVD 88     -      1733.8    (meters)    5688.     (feet)  VERTCON   
 ES1165  ___________________________________________________________________
 ES1165  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 ES1165  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ES1165
 ES1165  HORZ ORDER  -  THIRD
 ES1165
 ES1165.The horizontal coordinates were established by classical geodetic methods
 ES1165.and adjusted by the National Geodetic Survey in August 1993..
 ES1165
 ES1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1165
 ES1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1165
 ES1165.The geoid height was determined by GEOID03.
 ES1165
 ES1165;                    North         East     Units Scale Factor Converg.
 ES1165;SPC AZ C     -   362,975.350   215,399.013   MT  0.99990005   +0 00 44.9
 ES1165;SPC AZ C     - 1,190,864.01    706,689.68   iFT  0.99990005   +0 00 44.9
 ES1165;UTM  12      - 3,792,830.154   417,657.132   MT  0.99968358   -0 30 13.6
 ES1165
 ES1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1165!SPC AZ C     -   0.99973207  x   0.99990005  =   0.99963214
 ES1165!UTM  12      -   0.99973207  x   0.99968358  =   0.99941573
 ES1165
 ES1165|---------------------------------------------------------------------|
 ES1165| PID    Reference Object                     Distance      Geod. Az  |
 ES1165|                                                           dddmmss.s |
 ES1165| CS6526 GRANITE RM 2                          6.382 METERS 07408     |
 ES1165| CS6525 GRANITE RM 1                          6.352 METERS 35647     |
 ES1165|---------------------------------------------------------------------|
 ES1165
 ES1165                          SUPERSEDED SURVEY CONTROL
 ES1165
 ES1165  NAD 83(1992)-  34 16 24.15226(N)    111 53 40.27992(W) AD(       ) 3
 ES1165  NGVD 29 (10/09/91) 1733.0    (m)         5686.     (f) VERT ANG       
 ES1165
 ES1165.Superseded values are not recommended for survey control.
 ES1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1165.See file dsdata.txt to determine how the superseded data were derived.
 ES1165
 ES1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1765792830(NAD 83)
 ES1165_MARKER: DD = SURVEY DISK
 ES1165_SETTING: 80 = SET IN A BOULDER
 ES1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1165+STABILITY: SURFACE MOTION
 ES1165
 ES1165  HISTORY     - Date     Condition        Report By
 ES1165  HISTORY     - 1966     MONUMENTED       USGS
 ES1165
 ES1165                          STATION DESCRIPTION
 ES1165
 ES1165'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1165'LOCATED 6.2 MI S. AND 5 MI E. OF DUGAS.  ON LARGE ROCK AT NORTH
 ES1165'EDGE OF GRANITE PEAK.
 ES1165'
 ES1165'REACHED BY HELICOPTER.
 ES1165'
 ES1165'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---GRANITE 1966---,
 ES1165'CEMENTED IN BOULDER.
 ES1165'
 ES1165'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 ES1165'HOLE IN TOP OF ROCK OUTCROP.
 ES1165'
 ES1165'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 ES1165'HOLE IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2274 ***********************************************************************
 DV2274  DESIGNATION -  GRANITE
 DV2274  PID         -  DV2274
 DV2274  STATE/COUNTY-  AZ/MARICOPA
 DV2274  USGS QUAD   -  HOPE (1990)
 DV2274
 DV2274                         *CURRENT SURVEY CONTROL
 DV2274  ___________________________________________________________________
 DV2274* NAD 83(1992)-  33 43 38.54168(N)    113 41 12.61020(W)     ADJUSTED  
 DV2274* NAVD 88     -       567.9    (meters)    1863.     (feet)  VERTCON   
 DV2274  ___________________________________________________________________
 DV2274  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DV2274  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV2274
 DV2274  HORZ ORDER  -  SECOND
 DV2274
 DV2274.The horizontal coordinates were established by classical geodetic methods
 DV2274.and adjusted by the National Geodetic Survey in August 1993..
 DV2274
 DV2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2274
 DV2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2274
 DV2274.The geoid height was determined by GEOID03.
 DV2274
 DV2274;                    North         East     Units Scale Factor Converg.
 DV2274;SPC AZ C     -   303,824.436    49,308.996   MT  1.00023169   -0 58 59.1
 DV2274;SPC AZ C     -   996,799.33    161,774.92   iFT  1.00023169   -0 58 59.1
 DV2274;SPC AZ W     -   302,428.946   219,213.563   MT  0.99993376   +0 02 06.3
 DV2274;SPC AZ W     -   992,220.95    719,204.60   iFT  0.99993376   +0 02 06.3
 DV2274;UTM  12      - 3,735,170.712   251,051.387   MT  1.00036410   -1 29 33.4
 DV2274
 DV2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2274!SPC AZ C     -   0.99991570  x   1.00023169  =   1.00014737
 DV2274!SPC AZ W     -   0.99991570  x   0.99993376  =   0.99984947
 DV2274!UTM  12      -   0.99991570  x   1.00036410  =   1.00027977
 DV2274
 DV2274|---------------------------------------------------------------------|
 DV2274| PID    Reference Object                     Distance      Geod. Az  |
 DV2274|                                                           dddmmss.s |
 DV2274| CS6635 GRANITE RM 1                          5.163 METERS 05421     |
 DV2274| CS6636 GRANITE RM 2                          7.089 METERS 18859     |
 DV2274|---------------------------------------------------------------------|
 DV2274
 DV2274                          SUPERSEDED SURVEY CONTROL
 DV2274
 DV2274  NAD 83(1986)-  33 43 38.53590(N)    113 41 12.62065(W) AD(       ) 2
 DV2274  NGVD 29 (11/27/91)  567.2    (m)         1861.     (f) VERT ANG       
 DV2274
 DV2274.Superseded values are not recommended for survey control.
 DV2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2274.See file dsdata.txt to determine how the superseded data were derived.
 DV2274
 DV2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5105135171(NAD 83)
 DV2274_MARKER: DS = TRIANGULATION STATION DISK
 DV2274_SETTING: 80 = SET IN A BOULDER
 DV2274_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2274+STABILITY: SURFACE MOTION
 DV2274
 DV2274  HISTORY     - Date     Condition        Report By
 DV2274  HISTORY     - 1985     MONUMENTED       AZDT
 DV2274
 DV2274                          STATION DESCRIPTION
 DV2274
 DV2274'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2274'THE STATION IS LOCATED 5-3/4 MILES SOUTHWEST OF SALOME, 1 MILE EAST OF
 DV2274'HOPE AND ABOUT 600 FEET NORTH OF U.S. HIGHWAY 60.
 DV2274'
 DV2274'THE STATION MARK IS AN AZDT DISK STAMPED---GRANITE 1985---.  IT IS SET
 DV2274'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS 6 FEET NORTHEAST OF THE
 DV2274'WITNESS POST AND 12 FEET WEST OF A POWER POLE WITH AN ANTENNA ON TOP.
 DV2274'
 DV2274'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANITE RM 1 1985---.  IT
 DV2274'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2274'
 DV2274'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANITE RM 2 1985---.  IT
 DV2274'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2274'
 DV2274'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV2274'U.S. HIGHWAY 60 FOR 5.0 MILES TO AN OLD BLADED ROAD ON THE RIGHT AT
 DV2274'MILE POST 52.4.  TURN RIGHT PASSING THROUGH A GATE AND TRAVEL WEST FOR
 DV2274'0.15 MILES TO A FORK.  TAKE THE LEFT FORK WEST FOR 0.1 MILE TO A
 DV2274'CROSSROAD.  TURN LEFT AND TRAVEL SOUTHWEST FOR 0.8 MILE CROSSING A
 DV2274'LARGE WASH AND UP THE HILL TO A RAILROAD RADIO POWER BOX AND END OF
 DV2274'TRUCK TRAVEL.  PACK SOUTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1831 ***********************************************************************
 DV1831  DESIGNATION -  GRANITE AZ MK
 DV1831  PID         -  DV1831
 DV1831  STATE/COUNTY-  AZ/MARICOPA
 DV1831  USGS QUAD   -  UNION HILLS (1981)
 DV1831
 DV1831                         *CURRENT SURVEY CONTROL
 DV1831  ___________________________________________________________________
 DV1831* NAD 83(1992)-  33 39 59.73686(N)    112 00 49.77186(W)     ADJUSTED  
 DV1831* NAVD 88     -       459.868  (meters)    1508.75   (feet)  ADJUSTED  
 DV1831  ___________________________________________________________________
 DV1831  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DV1831  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV1831  DYNAMIC HT  -         459.328 (meters)    1506.98  (feet)  COMP
 DV1831  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 DV1831
 DV1831  HORZ ORDER  -  SECOND
 DV1831  VERT ORDER  -  SECOND    CLASS I
 DV1831
 DV1831.The horizontal coordinates were established by classical geodetic methods
 DV1831.and adjusted by the National Geodetic Survey in August 1993..
 DV1831.No horizontal observational check was made to the station.
 DV1831
 DV1831.The orthometric height was determined by differential leveling
 DV1831.and adjusted by the National Geodetic Survey in November 1993..
 DV1831
 DV1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1831
 DV1831.The geoid height was determined by GEOID03.
 DV1831
 DV1831.The dynamic height is computed by dividing the NAVD 88
 DV1831.geopotential number by the normal gravity value computed on the
 DV1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1831.degrees latitude (g = 980.6199 gals.).
 DV1831
 DV1831.The modeled gravity was interpolated from observed gravity values.
 DV1831
 DV1831;                    North         East     Units Scale Factor Converg.
 DV1831;SPC AZ C     -   295,680.549   204,349.984   MT  0.99990100   -0 03 13.9
 DV1831;SPC AZ C     -   970,080.54    670,439.58   iFT  0.99990100   -0 03 13.9
 DV1831;UTM  12      - 3,725,650.550   406,009.314   MT  0.99970891   -0 33 43.4
 DV1831
 DV1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1831!SPC AZ C     -   0.99993243  x   0.99990100  =   0.99983343
 DV1831!UTM  12      -   0.99993243  x   0.99970891  =   0.99964136
 DV1831
 DV1831                          SUPERSEDED SURVEY CONTROL
 DV1831
 DV1831  NAD 83(1986)-  33 39 59.73148(N)    112 00 49.77777(W) AD(       ) 2
 DV1831  NGVD 29 (11/30/89)  459.3    (m)         1507.     (f) LEVELING    3  
 DV1831
 DV1831.Superseded values are not recommended for survey control.
 DV1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1831.See file dsdata.txt to determine how the superseded data were derived.
 DV1831
 DV1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0600925651(NAD 83)
 DV1831_MARKER: DZ = AZIMUTH MARK DISK
 DV1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1831_SP_SET: CONCRETE POST
 DV1831_STAMPING: GRANITE AZ 1983
 DV1831_MARK LOGO: AZDT  
 DV1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1831+STABILITY: SURFACE MOTION
 DV1831
 DV1831  HISTORY     - Date     Condition        Report By
 DV1831  HISTORY     - 1983     MONUMENTED       AZDT
 DV1831  HISTORY     - 1984     GOOD             AZDT
 DV1831  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1831
 DV1831                          STATION DESCRIPTION
 DV1831
 DV1831'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1831'IN PHOENIX.
 DV1831'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1831'TRAVEL EAST ALONG BEARDSLY ROAD FOR 9.26 KM (5.75 MI) TO 32ND STREET,
 DV1831'THENCE SOUTH FOR 0.322 KM (0.20 MI) TO THE MARK ON THE LEFT, 12.8
 DV1831'METERS (42.0 FT) WEST OF 32ND STREET, AND AN AZDT ALUMINUM CAP SET IN
 DV1831'A CONCRETE POST.
 DV1831
 DV1831                          STATION RECOVERY (2004)
 DV1831
 DV1831'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2048 ***********************************************************************
 DU2048  DESIGNATION -  GRANITE MOUNTAIN
 DU2048  PID         -  DU2048
 DU2048  STATE/COUNTY-  AZ/PINAL
 DU2048  USGS QUAD   -  TEAPOT MOUNTAIN (1978)
 DU2048
 DU2048                         *CURRENT SURVEY CONTROL
 DU2048  ___________________________________________________________________
 DU2048* NAD 83(1992)-  33 09 44.41754(N)    111 01 36.91122(W)     ADJUSTED  
 DU2048* NAVD 88     -      1235.6    (meters)    4054.     (feet)  VERTCON   
 DU2048  ___________________________________________________________________
 DU2048  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DU2048  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DU2048
 DU2048  HORZ ORDER  -  FIRST
 DU2048
 DU2048.The horizontal coordinates were established by classical geodetic methods
 DU2048.and adjusted by the National Geodetic Survey in August 1993..
 DU2048
 DU2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2048
 DU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2048
 DU2048.The geoid height was determined by GEOID03.
 DU2048
 DU2048;                    North         East     Units Scale Factor Converg.
 DU2048;SPC AZ C     -   240,106.507   296,350.150   MT  0.99998489   +0 29 12.2
 DU2048;SPC AZ C     -   787,751.01    972,277.40   iFT  0.99998489   +0 29 12.2
 DU2048;UTM  12      - 3,669,284.330   497,489.881   MT  0.99960008   -0 00 53.0
 DU2048
 DU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2048!SPC AZ C     -   0.99981054  x   0.99998489  =   0.99979543
 DU2048!UTM  12      -   0.99981054  x   0.99960008  =   0.99941070
 DU2048
 DU2048|---------------------------------------------------------------------|
 DU2048| PID    Reference Object                     Distance      Geod. Az  |
 DU2048|                                                           dddmmss.s |
 DU2048| CH5251 GRANITE MOUNTAIN RM 1                 8.290 METERS 09833     |
 DU2048| CH5252 GRANITE MOUNTAIN RM 2                10.990 METERS 19508     |
 DU2048| CH5250 GRANITE MOUNTAIN AZ MK                             3281248.2 |
 DU2048|---------------------------------------------------------------------|
 DU2048
 DU2048                          SUPERSEDED SURVEY CONTROL
 DU2048
 DU2048  NAD 83(1986)-  33 09 44.41194(N)    111 01 36.91151(W) AD(       ) 1
 DU2048  NAD 27      -  33 09 44.19570(N)    111 01 34.50090(W) AD(       ) 1
 DU2048  NGVD 29 (07/19/86) 1234.9    (m)         4052.     (f) VERT ANG       
 DU2048
 DU2048.Superseded values are not recommended for survey control.
 DU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2048.See file dsdata.txt to determine how the superseded data were derived.
 DU2048
 DU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9749069284(NAD 83)
 DU2048_MARKER: DS = TRIANGULATION STATION DISK
 DU2048_SETTING: 66 = SET IN ROCK OUTCROP
 DU2048_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 DU2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2048
 DU2048  HISTORY     - Date     Condition        Report By
 DU2048  HISTORY     - 1935     MONUMENTED       CGS
 DU2048  HISTORY     - 1936     GOOD             CGS
 DU2048  HISTORY     - 1946     GOOD             USGS
 DU2048  HISTORY     - 1947     GOOD             CGS
 DU2048  HISTORY     - 1963     GOOD             USGS
 DU2048
 DU2048                          STATION DESCRIPTION
 DU2048
 DU2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU2048'ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF SUPERIOR AND 3 MILES
 DU2048'WEST OF THE MINING TOWN OF RAY, ON THE SUMMIT OF THE WESTERLY
 DU2048'AND HIGHEST PEAK OF GRANITE MOUNTAIN, A PROMINENT AND WELL-KNOWN
 DU2048'PEAK LYING AT THE NORTH END OF THE EXTENSIVE AND RUGGED RANGE
 DU2048'KNOWN AS THE SPINE AND ABOUT 1-1/2 MILES SOUTH OF THE
 DU2048'RAY-SUPERIOR HIGHWAY.  IN THE CENTER OF THE BARE SUMMIT, ABOUT
 DU2048'ON THE CENTERLINE OF THE SHALLOW SADDLE TO THE NORTH.  MARKED
 DU2048'BY A STANDARD DISK SET IN CONCRETE IN A DEPRESSION IN BEDROCK.
 DU2048'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DU2048'DISK, IS SOUTHEAST OF THE STATION ON A SLIGHT,
 DU2048'ROCKY RISE AND 8.290 METERS (27.20 FEET) FROM STATION
 DU2048'S 81 DEG 22 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2048'BRONZE REFERENCE DISK, IS AT SOUTH EDGE OF THE
 DU2048'SUMMIT AND 10.998 METERS (36.08 FEET) FROM STATION
 DU2048'S 15 DEG 08 MIN W.  THE AZIMUTH MARK (1936), A STANDARD
 DU2048'BRONZE DISK, IS 200 FEET SOUTH OF THE
 DU2048'RAY-SUPERIOR HIGHWAY, 140 FEET EAST OF DIM TRACK ROAD LEADING
 DU2048'TOWARDS BASE OF RIDGE, ON THE LOWER SUMMIT AT THE NORTH END
 DU2048'OF A SMALL LIMESTONE KNOLL, ON THE RIDGE LINE, IN A LOW,
 DU2048'SHARP, OUTCROP OF BEDROCK AND 2 MILES FROM STATION
 DU2048'N 31 DEG 47 MIN W.
 DU2048
 DU2048                          STATION RECOVERY (1946)
 DU2048
 DU2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2048'RECOVERED IN GOOD CONDITION.
 DU2048
 DU2048                          STATION RECOVERY (1947)
 DU2048
 DU2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2048'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 DU2048'DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DIRECTION TO
 DU2048'REFERENCE MARK NO. 1 AND DIFFERENCE IN DISTANCE TO REFERENCE
 DU2048'MARK NO. 2.
 DU2048'
 DU2048'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHEAST OF
 DU2048'SUPERIOR AND 3.0 MILES WEST OF THE MINING TOWN OF RAY, ON THE
 DU2048'SUMMIT OF THE WESTERLY AND HIGHEST PEAK OF GRANITE MOUNTAIN.
 DU2048'IN THE CENTER OF A BARE SUMMIT SET IN OUTCROPPING BEDROCK
 DU2048'FLUSH WITH THE GROUND SURFACE AND IS STAMPED GRANITE MT. 1935.
 DU2048'
 DU2048'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DU2048'THE STATION, SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2048'SURFACE AND STAMPED GRANITE MT NO 1 1935.
 DU2048'
 DU2048'REFERENCE MARK NO. 2 IS APPROXIMATELY 14 INCHES LOWER THAN
 DU2048'THE STATION, SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2048'SURFACE AND STAMPED GRANITE MT NO 2 1935.
 DU2048'
 DU2048'THE AZIMUTH MARK IS ON A LOW KNOLL 200 FEET SOUTH OF THE RAY
 DU2048'SUPERIOR HIGHWAY, 132 FEET SOUTHEAST OF CENTER LINE OF ROAD
 DU2048'TO STATION JUST AFTER RIGHT TURN OFF HIGHWAY MENTIONED IN
 DU2048'DESCRIPTION, ON THE LOWER SUMMIT AT THE NORTH END OF A SMALL
 DU2048'LIMESTONE KNOLL SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2048'6 INCHES AND STAMPED GRANITE MOUNTAIN 1935 AND 1936.
 DU2048'
 DU2048'TO REACH FROM THE POST OFFICE IN SUPERIOR.  GO NORTHEAST ON
 DU2048'THE GLOBE HIGHWAY FOR 0.15 MILE TO THE JUNCTION OF THE RAY
 DU2048'HIGHWAY WITH U.S. ROUTES 60 AND 70 JUST AFTER CROSSING QUEEN
 DU2048'CREEK BRIDGE.  HERE KEEP STRAIGHT AHEAD ON THE RAY HIGHWAY
 DU2048'FOR 11.0 MILES TO THE REMAINS OF SEVERAL OLD BUILDINGS ON
 DU2048'THE RIGHT AT THE BOTTOM OF A CANYON, CONTINUE STRAIGHT AHEAD
 DU2048'FOR 0.6 MILE TO THE INTERSECTION OF A SIDE ROAD RIGHT.  TURN
 DU2048'RIGHT LEAVING MAIN HIGHWAY (AZIMUTH MARK IS ON THE LOW KNOLL
 DU2048'TO THE LEFT) AND GO 0.15 MILE TO AN OLD SLAG PILE ON THE LEFT
 DU2048'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 DU2048'SOUTH-SOUTHEAST TO THE HIGHEST POINT AND STATION SITE.  A 1
 DU2048'1/4 HOUR PACK.
 DU2048'
 DU2048'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2048
 DU2048                          STATION RECOVERY (1963)
 DU2048
 DU2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1888 ***********************************************************************
 DU1888  DESIGNATION -  GRANITE MTN
 DU1888  PID         -  DU1888
 DU1888  STATE/COUNTY-  AZ/GILA
 DU1888  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1888
 DU1888                         *CURRENT SURVEY CONTROL
 DU1888  ___________________________________________________________________
 DU1888* NAD 83(1992)-  33 31 13.87260(N)    111 03 42.54407(W)     ADJUSTED  
 DU1888* NAVD 88     -      1557.0    (meters)    5108.     (feet)  VERTCON   
 DU1888  ___________________________________________________________________
 DU1888  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DU1888  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DU1888
 DU1888  HORZ ORDER  -  THIRD
 DU1888
 DU1888.The horizontal coordinates were established by classical geodetic methods
 DU1888.and adjusted by the National Geodetic Survey in August 1993..
 DU1888
 DU1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1888
 DU1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1888
 DU1888.The geoid height was determined by GEOID03.
 DU1888
 DU1888;                    North         East     Units Scale Factor Converg.
 DU1888;SPC AZ E     -   279,834.923   130,206.897   MT  0.99998522   -0 29 39.7
 DU1888;SPC AZ E     -   918,093.58    427,187.98   iFT  0.99998522   -0 29 39.7
 DU1888;SPC AZ C     -   279,803.346   292,769.201   MT  0.99997772   +0 28 19.6
 DU1888;SPC AZ C     -   917,989.98    960,528.87   iFT  0.99997772   +0 28 19.6
 DU1888;UTM  12      - 3,708,995.985   494,259.385   MT  0.99960041   -0 02 02.9
 DU1888
 DU1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1888!SPC AZ E     -   0.99976000  x   0.99998522  =   0.99974523
 DU1888!SPC AZ C     -   0.99976000  x   0.99997772  =   0.99973773
 DU1888!UTM  12      -   0.99976000  x   0.99960041  =   0.99936051
 DU1888
 DU1888:                Primary Azimuth Mark                     Grid Az
 DU1888:SPC AZ E     -  PINE                                     241 34 21.5
 DU1888:SPC AZ C     -  PINE                                     240 36 22.2
 DU1888:UTM  12      -  PINE                                     241 06 44.7
 DU1888
 DU1888|---------------------------------------------------------------------|
 DU1888| PID    Reference Object                     Distance      Geod. Az  |
 DU1888|                                                           dddmmss.s |
 DU1888| DU1899 PINE                                APPROX. 5.4 KM 2410441.8 |
 DU1888|---------------------------------------------------------------------|
 DU1888
 DU1888                          SUPERSEDED SURVEY CONTROL
 DU1888
 DU1888  NAD 83(1986)-  33 31 13.86906(N)    111 03 42.54527(W) AD(       ) 3
 DU1888  NGVD 29 (09/20/88) 1556.3    (m)         5106.     (f) VERT ANG       
 DU1888
 DU1888.Superseded values are not recommended for survey control.
 DU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1888.See file dsdata.txt to determine how the superseded data were derived.
 DU1888
 DU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9425908996(NAD 83)
 DU1888_MARKER: DS = TRIANGULATION STATION DISK
 DU1888_SETTING: 80 = SET IN A BOULDER
 DU1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1888+STABILITY: SURFACE MOTION
 DU1888
 DU1888  HISTORY     - Date     Condition        Report By
 DU1888  HISTORY     - 1946     MONUMENTED       USFS
 DU1888  HISTORY     - 1963     GOOD             USGS
 DU1888
 DU1888                          STATION DESCRIPTION
 DU1888
 DU1888'DESCRIBED BY US FOREST SERVICE 1946
 DU1888'LOCATED ABOUT 1.5 MI NE. OF UPPER HORRELL RANCH ON CAMPAIGN
 DU1888'CREEK.  ON SUMMIT OF DECOMPOSED GRANITE MOUNTAIN.
 DU1888'
 DU1888'TO REACH FROM UPPER HORRELL RANCH, GO DOWN CAMPAIGN CREEK N. TO
 DU1888'FIRST CANYON ON RIGHT (E.).  GO UP CANYON ABOUT 1.5 MI.  CLIMB LEFT
 DU1888'(N.) TO SUMMIT OF RIDGE.  FOLLOW RIDGE E. AND N. TO HIGHEST AND
 DU1888'MOST PROMINENT, CONE-SHAPED POINT AND STATION.  A 4-HOUR PACK.
 DU1888'
 DU1888'STATION MARK--USFS DISK, UNSTAMPED, CEMENTED IN BOULDER FLUSH
 DU1888'WITH GROUND.
 DU1888
 DU1888                          STATION RECOVERY (1963)
 DU1888
 DU1888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1888'RECOVERED IN GOOD CONDITION.
 DU1888'
 DU1888'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DW0885 ***********************************************************************
 DW0885  DESIGNATION -  GRANITE MTN CAIRN
 DW0885  PID         -  DW0885
 DW0885  STATE/COUNTY-  AZ/LA PAZ
 DW0885  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0885
 DW0885                         *CURRENT SURVEY CONTROL
 DW0885  ___________________________________________________________________
 DW0885* NAD 83(1992)-  33 38 50.30422(N)    114 15 03.54250(W)     ADJUSTED  
 DW0885* NAVD 88     -                                                        
 DW0885  ___________________________________________________________________
 DW0885  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DW0885  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DW0885
 DW0885  HORZ ORDER  -  THIRD
 DW0885
 DW0885.The horizontal coordinates were established by classical geodetic methods
 DW0885.and adjusted by the National Geodetic Survey in August 1993..
 DW0885
 DW0885
 DW0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0885
 DW0885.The geoid height was determined by GEOID03.
 DW0885
 DW0885;                    North         East     Units Scale Factor Converg.
 DW0885;SPC AZ W     -   293,659.662   166,889.161   MT  0.99995995   -0 16 39.3
 DW0885;SPC AZ W     -   963,450.33    547,536.62   iFT  0.99995995   -0 16 39.3
 DW0885;UTM  11      - 3,726,441.552   754,948.095   MT  1.00040139   +1 31 26.4
 DW0885
 DW0885                          SUPERSEDED SURVEY CONTROL
 DW0885
 DW0885  NAD 83(1986)-  33 38 50.30230(N)    114 15 03.54901(W) AD(       ) 4
 DW0885  NAD 27      -  33 38 50.20700(N)    114 15 00.73700(W) AD(       ) 3
 DW0885
 DW0885.Superseded values are not recommended for survey control.
 DW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0885.See file dsdata.txt to determine how the superseded data were derived.
 DW0885
 DW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5494826442(NAD 83)
 DW0885_MARKER: 72 = CAIRN
 DW0885
 DW0885  HISTORY     - Date     Condition        Report By
 DW0885  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0885
 DW0885                          STATION DESCRIPTION
 DW0885
 DW0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0885'STATION IS THE CAIRN ON GRANITE MTN. WHICH IS A PROMINENT
 DW0885'LIGHT-COLORED MOUNTAIN LOCATED ABOUT 2 MILES SOUTHWEST OF
 DW0885'QUARTZSITE.  THE TOP AND CENTER OF THE CAIRN WAS THE POINT
 DW0885'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1333 ***********************************************************************
 DU1333  DESIGNATION -  GRANITE REEF RESET
 DU1333  PID         -  DU1333
 DU1333  STATE/COUNTY-  AZ/MARICOPA
 DU1333  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1333
 DU1333                         *CURRENT SURVEY CONTROL
 DU1333  ___________________________________________________________________
 DU1333* NAD 83(1992)-  33 30 51.39065(N)    111 41 28.59834(W)     ADJUSTED  
 DU1333* NAVD 88     -       404.385  (meters)    1326.72   (feet)  READJUSTED
 DU1333  ___________________________________________________________________
 DU1333  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DU1333  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1333  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1333  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 DU1333
 DU1333  HORZ ORDER  -  FIRST
 DU1333  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1333
 DU1333.The horizontal coordinates were established by classical geodetic methods
 DU1333.and adjusted by the National Geodetic Survey in August 1993..
 DU1333
 DU1333.The orthometric height was determined by differential leveling
 DU1333.and adjusted by the National Geodetic Survey in April 1999..
 DU1333.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1333.distribution rate of 0.0 thru 1.0 mm/km.
 DU1333.The height was derived from older observations constrained to new
 DU1333.heights in a crustal motion area.  The height is approximate in
 DU1333.relation to other heights in its vicinity.
 DU1333
 DU1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1333
 DU1333.The geoid height was determined by GEOID03.
 DU1333
 DU1333.The dynamic height is computed by dividing the NAVD 88
 DU1333.geopotential number by the normal gravity value computed on the
 DU1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1333.degrees latitude (g = 980.6199 gals.).
 DU1333
 DU1333.The modeled gravity was interpolated from observed gravity values.
 DU1333
 DU1333;                    North         East     Units Scale Factor Converg.
 DU1333;SPC AZ C     -   278,806.347   234,298.241   MT  0.99990540   +0 07 28.0
 DU1333;SPC AZ C     -   914,718.99    768,695.02   iFT  0.99990540   +0 07 28.0
 DU1333;UTM  12      - 3,708,515.742   435,800.376   MT  0.99965081   -0 22 54.1
 DU1333
 DU1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1333!SPC AZ C     -   0.99994113  x   0.99990540  =   0.99984654
 DU1333!UTM  12      -   0.99994113  x   0.99965081  =   0.99959196
 DU1333
 DU1333|---------------------------------------------------------------------|
 DU1333| PID    Reference Object                     Distance      Geod. Az  |
 DU1333|                                                           dddmmss.s |
 DU1333| DU1060 GRANITE REEF RM 1                    16.342 METERS 13608     |
 DU1333| CH4391 10 1325.16 PHX                       14.395 METERS 19953     |
 DU1333| CH4393 6 1314.06 PHX                                      3454406.2 |
 DU1333|---------------------------------------------------------------------|
 DU1333
 DU1333                          SUPERSEDED SURVEY CONTROL
 DU1333
 DU1333  NAD 83(1986)-  33 30 51.38495(N)    111 41 28.60139(W) AD(       ) 1
 DU1333  NAD 27      -  33 30 51.22600(N)    111 41 26.10900(W) AD(       ) 1
 DU1333  NAVD 88 (06/15/91)  404.396  (m)         1326.76   (f) UNKNOWN     1 1
 DU1333  NGVD 29 (??/??/92)  403.812  (m)         1324.84   (f) ADJ UNCH    1 1
 DU1333
 DU1333.Superseded values are not recommended for survey control.
 DU1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1333.See file dsdata.txt to determine how the superseded data were derived.
 DU1333
 DU1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3580008516(NAD 83)
 DU1333_MARKER: DS = TRIANGULATION STATION DISK
 DU1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1333_SP_SET: ABUTMENT
 DU1333_STAMPING: GRANITE REEF 1935 1973
 DU1333_MARK LOGO: NGS   
 DU1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1333
 DU1333  HISTORY     - Date     Condition        Report By
 DU1333  HISTORY     - 1935     MONUMENTED       CGS
 DU1333  HISTORY     - 1956     GOOD             AMS
 DU1333  HISTORY     - 1967     MARK NOT FOUND   CGS
 DU1333  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DU1333  HISTORY     - 1981     GOOD             NGS
 DU1333
 DU1333                          STATION DESCRIPTION
 DU1333
 DU1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1333'ON THE SOUTH END OF THE GRANITE REEF DAM, WHICH IS ABOUT 10
 DU1333'MILES UP THE SALT RIVER FROM THE CITY OF MESA.  STATION MARK IS
 DU1333'A STANDARD DISK SET IN THE CONCRETE OF THE DAM JUST NORTH OF
 DU1333'THE SOUTH GATEHOUSE.  REFERENCE MARK NO. 1, A STANDARD DISK
 DU1333'SET IN THE CONCRETE OF THE DAM JUST EAST OF THE SOUTH GATEHOUSE,
 DU1333'IS 16.342 METERS (53.62 FEET) FROM STATION S 43 DEG 51 MIN E.
 DU1333'REFERENCE MARK NO. 2, A U.S. BUREAU OF RECLAMATION
 DU1333'BENCH MARK, SET IN THE CONCRETE OF THE
 DU1333'DAM JUST WEST OF THE GATEHOUSE, IS 14.390 METERS (47.21 FEET)
 DU1333'FROM STATION S 19 DEG 53 MIN W.  THE AZIMUTH MARK IS
 DU1333'U.S.  BUREAU OF RECLAMATION BENCH MARK NO. 9, SET IN THE
 DU1333'CONCRETE SIDING OF THE SPILLWAY ON THE NORTH SIDE OF THE
 DU1333'DAM, AND N 14 DEG 16 MIN W.
 DU1333
 DU1333                          STATION RECOVERY (1956)
 DU1333
 DU1333'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU1333'STATION RECOVERED AS DESCRIBED.
 DU1333'
 DU1333'REFERENCE POINT 1 IS 51 FEET N OF WATER GATE HOUSE.
 DU1333
 DU1333                          STATION RECOVERY (1967)
 DU1333
 DU1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU1333'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A
 DU1333'PORTION OF THE CONCRETE BASE HAS BEEN BROKEN OFF AND REPAIRED.
 DU1333'EVIDENTLY THE MARK WAS DESTROYED.
 DU1333'
 DU1333'R.M. 1, STAMPED GRANITE REEF NO 1 1935, IS ABOUT 1.0 MILE EAST
 DU1333'ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE POST OFFICE AT
 DU1333'BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU1333'0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN S 13, T 2 N,
 DU1333'R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, SET IN THE TOP AND
 DU1333'1.2 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE WALK OVER THE
 DU1333'DAM, 0.7 FOOT NORTH OF THE NORTH EDGE OF A CATWALK, 24 FEET
 DU1333'EAST OF THE NORTHEAST CORNER OF THE CONCRETE CONTROL BUILDING,
 DU1333'AND 5.15 FEET WEST OF BENCH MARK 1325.24 (U.S.R.S.).
 DU1333
 DU1333                          STATION RECOVERY (1973)
 DU1333
 DU1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU1333'THE STATION MARK WAS DESTROYED BY CONSTRUCTION OR REPAIR OF
 DU1333'PIER.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1333'RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION OF REFERENCE
 DU1333'MARK 2 AND THE AZIMUTH MARK CONTAINS ERRORS IN STAMPING.  A NEW
 DU1333'STATION MARK WAS SET ON THE ORIGINAL POSITION AT THIS TIME
 DU1333'USING THE ANGLES AND DISTANCES TO THE REFERENCE MARKS AND
 DU1333'THE AZIMUTH MARK.
 DU1333'
 DU1333'THE STATION MARK IS A STANDARD DISK STAMPED, GRANITE REEF
 DU1333'1935 1973.  IT IS SET IN TOP OF THE NORTH END OF THE PIER AT
 DU1333'THE SOUTH GATE HOUSE.  4 FEET EAST OF THE WEST SIDE OF THE PIER
 DU1333'AND 2-1/2 FEET SOUTH OF THE NORTH END OF THE PIER.
 DU1333'
 DU1333'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRANITE REEF NO
 DU1333'1 1935.  IT IS SET IN A DRILL HOLE IN TOP OF THE DAM, JUST
 DU1333'EAST OF THE GATE HOUSE.  THE MARK HAS BEEN PAINTED.
 DU1333'
 DU1333'REFERENCE MARK 2 IS A BUREAU OF RECLAMATION BENCH MARK
 DU1333'STAMPED, 10 (AT TOP OF CROSS) 1325.16 (ELEVATION) PHX (DATUM).
 DU1333'THE MARK IS SET IN A DRILL HOLE AT THE NORTHWEST CORNER OF THE
 DU1333'GATE HOUSE PLATFORM.
 DU1333'
 DU1333'THE 1935 AZIMUTH MARK IS A BUREAU OF RECLAMATION BENCH MARK
 DU1333'STAMPED 6 (AT TOP OF CROSS) 1314.06 (ELEVATION) PHX (DATUM).  THE
 DU1333'MARK IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL
 DU1333'WHICH LEADS WEST FROM THE NORTH GATE HOUSE.
 DU1333'
 DU1333'THE ROUTE TO THE STATION IN THE 1967 RECOVERY NOTE WAS CHECKED
 DU1333'AND FOUND COMPLETELY ADEQUATE.
 DU1333'
 DU1333'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DU1333'
 DU1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 DU1333'NORTH OF BUCKHORN.
 DU1333
 DU1333                          STATION RECOVERY (1981)
 DU1333
 DU1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1333'12.9 KM (8.05 MI) NE FROM BUCKHORN.
 DU1333'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1333'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.4 KILOMETERS (6.5 MILES)
 DU1333'NORTH ALONG THE BUSH HIGHWAY, THENCE 0.8 KILOMETERS (0.55 MILE)
 DU1333'NORTHWEST ALONG A GRAVEL ROAD, IN TOP OF THE NORTH
 DU1333'ABUTMENT FOR THE SOUTH FLOODGATES ON THE GRANITE REEF DAM, 14.2
 DU1333'METERS (46.6 FEET) NORTH OF THE NORTHWEST CORNER OF THE 25 X 15 FT.
 DU1333'CONCRETE CONTROL BUILDING AT THE SOUTH SIDE OF DAM, 0.65 METERS
 DU1333'(2.1 FEET) SOUTH OF THE NORTH EDGE OF THE ABUTMENT AND 1.25 METERS
 DU1333'(4.1 FEET) EAST OF THE WEST EDGE.
 DU1333'THE MARK IS ABOVE LEVEL WITH THE BUILDING FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU1060 ***********************************************************************
 DU1060  DESIGNATION -  GRANITE REEF RM 1
 DU1060  PID         -  DU1060
 DU1060  STATE/COUNTY-  AZ/MARICOPA
 DU1060  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1060
 DU1060                         *CURRENT SURVEY CONTROL
 DU1060  ___________________________________________________________________
 DU1060* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1060* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1060  ___________________________________________________________________
 DU1060  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1060
 DU1060  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1060
 DU1060.The horizontal coordinates were scaled from a topographic map and have
 DU1060.an estimated accuracy of +/- 6 seconds.
 DU1060
 DU1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1060.The vertical order pertains to the NGVD 29 superseded value.
 DU1060
 DU1060.The geoid height was determined by GEOID03.
 DU1060
 DU1060;                    North         East    Units  Estimated Accuracy
 DU1060;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1060
 DU1060                          SUPERSEDED SURVEY CONTROL
 DU1060
 DU1060  NGVD 29 (??/??/92)  403.805  (m)         1324.82   (f) ADJ UNCH    1 1
 DU1060
 DU1060.Superseded values are not recommended for survey control.
 DU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1060.See file dsdata.txt to determine how the superseded data were derived.
 DU1060
 DU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1060_MARKER: DR = REFERENCE MARK DISK
 DU1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1060_SP_SET: WALK
 DU1060_STAMPING: GRANITE REEF NO 1 1935
 DU1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1060
 DU1060  HISTORY     - Date     Condition        Report By
 DU1060  HISTORY     - 1935     MONUMENTED       CGS
 DU1060  HISTORY     - 1967     GOOD             NGS
 DU1060  HISTORY     - 1975     GOOD             NGS
 DU1060  HISTORY     - 1980     GOOD             NGS
 DU1060
 DU1060                          STATION DESCRIPTION
 DU1060
 DU1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1060'8.05 MI N FROM BUCKHORN.
 DU1060'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1060'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1060'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN S 13, T 2 N, R 6
 DU1060'E, AT THE SOUTH END OF GRANITE REEF DAM, SET IN THE TOP AND 1.2 FEET
 DU1060'SOUTH OF THE NORTH EDGE OF A CONCRETE WALK OVER THE DAM, 0.7 FOOT
 DU1060'NORTH OF THE NORTH EDGE OF A CATWALK, 24 FEET EAST OF THE NORTHEAST
 DU1060'CORNER OF THE CONCRETE CONTROL BUILDING, AND 51.5 FEET WEST OF BENCH
 DU1060'MARK 1325.25 (U.S.R.S.).
 DU1060
 DU1060                          STATION RECOVERY (1975)
 DU1060
 DU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1060'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1060'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1060'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD AT THE SOUTH
 DU1060'END OF GRANITE REEF DAM, SET IN THE TOP AND 1.2 FEET SOUTH OF THE
 DU1060'NORTH EDGE OF A CONCRETE WALK OVER THE DAM, 0.7 FOOT NORTH OF THE
 DU1060'NORTH EDGE OF A CATWALK, 24 FEET EAST OF THE NORTHEAST CORNER OF THE
 DU1060'CONCRETE CONTROL BUILDING, AND 51.5 FEET WEST OF BENCH MARK 1325.25
 DU1060'(U.S.R.S.).  1/4, SEC 13, T 2N, R6E.
 DU1060
 DU1060                          STATION RECOVERY (1980)
 DU1060
 DU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1978 ***********************************************************************
 DV1978  DESIGNATION -  GRANITE WASH
 DV1978  PID         -  DV1978
 DV1978  STATE/COUNTY-  AZ/LA PAZ
 DV1978  USGS QUAD   -  BOUSE HILLS EAST (1990)
 DV1978
 DV1978                         *CURRENT SURVEY CONTROL
 DV1978  ___________________________________________________________________
 DV1978* NAD 83(1992)-  33 55 45.89326(N)    113 48 41.20051(W)     ADJUSTED  
 DV1978* NAVD 88     -       553.0    (meters)    1814.     (feet)  VERTCON   
 DV1978  ___________________________________________________________________
 DV1978  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV1978  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV1978
 DV1978  HORZ ORDER  -  FIRST
 DV1978
 DV1978.The horizontal coordinates were established by classical geodetic methods
 DV1978.and adjusted by the National Geodetic Survey in August 1993..
 DV1978
 DV1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1978
 DV1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1978
 DV1978.The geoid height was determined by GEOID03.
 DV1978
 DV1978;                    North         East     Units Scale Factor Converg.
 DV1978;SPC AZ W     -   324,837.727   207,679.142   MT  0.99993373   -0 02 03.5
 DV1978;SPC AZ W     - 1,065,740.57    681,362.01   iFT  0.99993373   -0 02 03.5
 DV1978;UTM  12      - 3,757,890.368   240,115.022   MT  1.00043268   -1 34 12.5
 DV1978
 DV1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1978!SPC AZ W     -   0.99991802  x   0.99993373  =   0.99985175
 DV1978!UTM  12      -   0.99991802  x   1.00043268  =   1.00035066
 DV1978
 DV1978|---------------------------------------------------------------------|
 DV1978| PID    Reference Object                     Distance      Geod. Az  |
 DV1978|                                                           dddmmss.s |
 DV1978| CH2371 GRANITE WASH RM 1                     8.672 METERS 04828     |
 DV1978| CH2372 GRANITE WASH RM 2                    19.422 METERS 27443     |
 DV1978| CH2370 GRANITE WASH AZ MK                                 2953032.0 |
 DV1978|---------------------------------------------------------------------|
 DV1978
 DV1978                          SUPERSEDED SURVEY CONTROL
 DV1978
 DV1978  NAD 83(1986)-  33 55 45.88939(N)    113 48 41.21031(W) AD(       ) 1
 DV1978  NAD 27      -  33 55 45.79400(N)    113 48 38.44000(W) AD(       ) 1
 DV1978  NGVD 29 (07/19/86)  552.3    (m)         1812.     (f) VERT ANG       
 DV1978
 DV1978.Superseded values are not recommended for survey control.
 DV1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1978.See file dsdata.txt to determine how the superseded data were derived.
 DV1978
 DV1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4011557890(NAD 83)
 DV1978_MARKER: DS = TRIANGULATION STATION DISK
 DV1978_SETTING: 66 = SET IN ROCK OUTCROP
 DV1978
 DV1978  HISTORY     - Date     Condition        Report By
 DV1978  HISTORY     - 1948     MONUMENTED       CGS
 DV1978  HISTORY     - 1956     GOOD             CGS
 DV1978  HISTORY     - 1961     GOOD             AMS
 DV1978  HISTORY     - 1967     GOOD             AMS
 DV1978
 DV1978                          STATION DESCRIPTION
 DV1978
 DV1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1978'THE STATION IS LOCATED ON THE LOWER PART OF THE GRANITE WASH
 DV1978'HILLS WHERE THE RIDGE EXTENDS NORTHWESTWARD TOWARD CUNNINGHAM
 DV1978'WASH, ABOUT 1 MILE FROM THE TIP OF THE RIDGE, ABOUT 8 MILES
 DV1978'NORTHEAST FROM THE UTTING RAILROAD SIGN ON THE SANTA FE
 DV1978'RAILROAD, ABOUT 11 MILES EAST OF BOUSE, ON THE HIGHEST ELEVATION
 DV1978'ON THE END OF THE RIDGE NORTHWEST OF THE POINT WHERE THE
 DV1978'RIDGE BREAKS WITH A LOW SADDLE.  THE STATION IS 23 FEET WEST
 DV1978'OF THE HIGHEST POINT, 7 PACES SOUTH OF THE NORTH RIM, 3 FEET
 DV1978'NORTH OF THE SOUTH RIM, SET FLUSH, AND IS STAMPED, GRANITE
 DV1978'WASH 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1978'STATION, ON THE NORTH RIM, 15 FEET NORTHWEST OF THE HIGHEST
 DV1978'POINT.  PROJECTS 14 INCHES, AND IS STAMPED, GRANITE WASH
 DV1978'NO 1 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 2 IS APPROXIMATELY 10 FEET LOWER THAN
 DV1978'THE STATION, 5 PACES WEST OF A LOW SADDLE, 1 FOOT NORTHEAST
 DV1978'OF A 6 FOOT BOULDER, PROJECTS 12 INCHES AND IS STAMPED, GRANITE
 DV1978'WASH NO 2 1948.
 DV1978'
 DV1978'THE AZIMUTH MARK IS LOCATED ON THE SAME RIDGE AS THE STATION,
 DV1978'3 FEET WEST OF A LOW CAIRN, PROJECTS 12 INCHES, AND IS STAMPED,
 DV1978'GRANITE WASH 1948.
 DV1978'
 DV1978'TO REACH FROM THE POST OFFICE IN VICKSBURG.  GO NORTH ON STATE
 DV1978'HIGHWAY 72 FOR 10.2 MILES TO UTTING RAILROAD SIGN.  TURN RIGHT
 DV1978'(CROSSING RAILROAD TRACKS) AND FOLLOW DIRT ROAD (E) FOR 0.3
 DV1978'MILE TO A DIM FORK.  KEEP THE LEFT FORK MAIN TRAVELED ROAD AND
 DV1978'GO 1.3 MILES TO AN OLD CAR BODY AND SEVERAL UPRIGHT POSTS.
 DV1978'CONTINUE STRAIGHT AHEAD FOR 1.85 MILE TO A FORK.  TAKE THE
 DV1978'RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.75 MILES.
 DV1978'AT THIS POINT TURN RIGHT (E) AND GO ACROSS COUNTRY FOR 0.6
 DV1978'MILE TO THE BASE OF MOUNTAINS AND END OF TRUCK TRAVEL.  PACK
 DV1978'NORTHEAST TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DV1978'ABOVE.  A 20 MINUTE PACK.
 DV1978
 DV1978                          STATION RECOVERY (1956)
 DV1978
 DV1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1978'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV1978'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV1978'CONDITION.
 DV1978'
 DV1978'FOLLOWING IS A NEW DESCRIPTION--
 DV1978'
 DV1978'THE STATION IS LOCATED ABOUT 11 MILES EAST OF BOUSE AND
 DV1978'ABOUT 8 MILES NORTHEAST OF THE UTTING RAILROAD SIDING ON THE
 DV1978'SUMMIT OF A PROMINENT, ROCKY, EAST-WEST RIDGE.  THE MARK
 DV1978'IS ABOUT 20 FEET WEST OF THE HIGHEST POINT OF RIDGE AND IS
 DV1978'STAMPED GRANITE WASH 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER IN ELEVATION
 DV1978'THAN THE STATION AND IS STAMPED GRANITE WASH NO 1 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 2, STAMPED GRANITE WASH NO 2 1948 IS JUST
 DV1978'NORTH OF A LARGE BOULDER AND IS ABOUT 10 FEET LOWER IN ELEVATION
 DV1978'THAN THE STATION.
 DV1978'
 DV1978'THE AZIMUTH MARK IS ON THE SAME RIDGE AS THE STATION JUST WEST
 DV1978'OF A SMALL CAIRN AND IS STAMPED GRANITE WASH 1948.
 DV1978'
 DV1978'TO REACH THE STATION FROM THE POST OFFICE IN VICKSBURG, GO
 DV1978'WEST AND NORTHWEST ON STATE HIGHWAY 72 FOR 9.5 MILES TO A T
 DV1978'ROAD RIGHT AT THE UTTING RAILROAD SIDING, TURN RIGHT ACROSS
 DV1978'RAILROAD TRACKS THEN LEFT FOR 0.1 MILE TO A CURVE, TURN RIGHT
 DV1978'AND GO EAST AND NORTH ON MAIN TRAVELED ROAD FOR 1.8 MILES TO
 DV1978'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON SANDY
 DV1978'ROAD FOR 5.6 MILES TO A TRACK ROAD RIGHT, TURN RIGHT AND
 DV1978'GO EAST FOR 0.3 MILE TO SOME DIM TRACKS ON THE LEFT, TURN
 DV1978'LEFT AND GO NORTH FOR ABOUT 0.2 MILE TO THE FOOT OF HILL AND
 DV1978'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY TO THE TOP
 DV1978'OF RIDGE AND STATION AS DESCRIBED.  (A 20 MINUTE PACK.)
 DV1978
 DV1978                          STATION RECOVERY (1961)
 DV1978
 DV1978'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DV1978'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DV1978'AS DESCRIBED.
 DV1978
 DV1978                          STATION RECOVERY (1967)
 DV1978
 DV1978'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DV1978'STATION RECOVERED IN GOOD CONDITION.  AZ MK. AND R.M. 1 AND
 DV1978'2 ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1679 ***********************************************************************
 DV1679  DESIGNATION -  GRANT
 DV1679  PID         -  DV1679
 DV1679  STATE/COUNTY-  AZ/MARICOPA
 DV1679  USGS QUAD   -  PHOENIX (1982)
 DV1679
 DV1679                         *CURRENT SURVEY CONTROL
 DV1679  ___________________________________________________________________
 DV1679* NAD 83(1986)-  33 26 35.     (N)    112 06 31.     (W)     SCALED    
 DV1679* NAVD 88     -       324.977  (meters)    1066.20   (feet)  ADJUSTED  
 DV1679  ___________________________________________________________________
 DV1679  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1679  DYNAMIC HT  -         324.602 (meters)    1064.97  (feet)  COMP
 DV1679  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV1679
 DV1679  VERT ORDER  -  SECOND    CLASS I
 DV1679
 DV1679.The horizontal coordinates were scaled from a topographic map and have
 DV1679.an estimated accuracy of +/- 6 seconds.
 DV1679
 DV1679.The orthometric height was determined by differential leveling
 DV1679.and adjusted by the National Geodetic Survey in November 1993..
 DV1679
 DV1679.The geoid height was determined by GEOID03.
 DV1679
 DV1679.The dynamic height is computed by dividing the NAVD 88
 DV1679.geopotential number by the normal gravity value computed on the
 DV1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1679.degrees latitude (g = 980.6199 gals.).
 DV1679
 DV1679.The modeled gravity was interpolated from observed gravity values.
 DV1679
 DV1679;                    North         East    Units  Estimated Accuracy
 DV1679;SPC AZ C     -   270,900.      195,510.      MT  (+/- 180 meters Scaled)
 DV1679
 DV1679                          SUPERSEDED SURVEY CONTROL
 DV1679
 DV1679.No superseded survey control is available for this station.
 DV1679
 DV1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969009(NAD 83)
 DV1679_MARKER: DB = BENCH MARK DISK
 DV1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1679_SP_SET: CONCRETE BRIDGE
 DV1679_STAMPING: GRANT 1064.91 1959
 DV1679_MARK LOGO: AZDT  
 DV1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1679+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1679
 DV1679  HISTORY     - Date     Condition        Report By
 DV1679  HISTORY     - 1959     MONUMENTED       AZDT
 DV1679  HISTORY     - 1981     GOOD             AZDT
 DV1679  HISTORY     - 20060810 GOOD             GEOCAC
 DV1679
 DV1679                          STATION DESCRIPTION
 DV1679
 DV1679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1679'IN PHOENIX.
 DV1679'IN PHOENIX, 1.2 MILES WEST THEN NORTH ON INTERSTATE 17 FROM 19TH
 DV1679'AVENUE TO GRANT STREET, ON THE NORTH BRIDGE SIDEWALK OF GRANT AVENUE
 DV1679'OVERPASS AT INTERSTATE 17, 15.5 FT (4.72 METERS) NORTH OF WESTBOUND
 DV1679'GRANT STREET CENTERLINE, 100 FT (30.48 METERS) EAST OF SOUTHBOUND
 DV1679'ACCESS ROAD CENTERLINE, 4.5 FT (1.37 METERS) SOUTH OF HANDRAIL, A
 DV1679'STANDARD AZDT BRASS CAP.
 DV1679
 DV1679                          STATION RECOVERY (2006)
 DV1679
 DV1679'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1239 ***********************************************************************
 CY1239  DESIGNATION -  GRANT
 CY1239  PID         -  CY1239
 CY1239  STATE/COUNTY-  AZ/GRAHAM
 CY1239  USGS QUAD   -  WEBB PEAK (1972)
 CY1239
 CY1239                         *CURRENT SURVEY CONTROL
 CY1239  ___________________________________________________________________
 CY1239* NAD 83(1992)-  32 37 49.47555(N)    109 56 36.04727(W)     ADJUSTED  
 CY1239* NAVD 88     -      1511.9    (meters)    4960.     (feet)  VERTCON   
 CY1239  ___________________________________________________________________
 CY1239  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 CY1239  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CY1239
 CY1239  HORZ ORDER  -  SECOND
 CY1239
 CY1239.The horizontal coordinates were established by classical geodetic methods
 CY1239.and adjusted by the National Geodetic Survey in August 1993..
 CY1239
 CY1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1239
 CY1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1239
 CY1239.The geoid height was determined by GEOID03.
 CY1239
 CY1239;                    North         East     Units Scale Factor Converg.
 CY1239;SPC AZ E     -   180,789.682   234,314.495   MT  0.99990541   +0 07 13.5
 CY1239;SPC AZ E     -   593,142.00    768,748.34   iFT  0.99990541   +0 07 13.5
 CY1239;UTM  12      - 3,610,808.233   599,120.024   MT  0.99972115   +0 34 11.3
 CY1239
 CY1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1239!SPC AZ E     -   0.99976680  x   0.99990541  =   0.99967224
 CY1239!UTM  12      -   0.99976680  x   0.99972115  =   0.99948802
 CY1239
 CY1239|---------------------------------------------------------------------|
 CY1239| PID    Reference Object                     Distance      Geod. Az  |
 CY1239|                                                           dddmmss.s |
 CY1239| CC6602 GRANT RM 1                           16.919 METERS 10644     |
 CY1239| CY1238 TRIANG PT NO 26 CAIRN               APPROX. 6.6 KM 1455113.1 |
 CY1239| CC6603 GRANT RM 2                           10.290 METERS 22122     |
 CY1239| CC6601 GRANT AZ MK                                        2703432.8 |
 CY1239|---------------------------------------------------------------------|
 CY1239
 CY1239                          SUPERSEDED SURVEY CONTROL
 CY1239
 CY1239  NAD 83(1986)-  32 37 49.47235(N)    109 56 36.04524(W) AD(       ) 2
 CY1239  NAD 27      -  32 37 49.22600(N)    109 56 33.77700(W) AD(       ) 2
 CY1239  NGVD 29 (07/19/86) 1511.1    (m)         4958.     (f) VERT ANG       
 CY1239
 CY1239.Superseded values are not recommended for survey control.
 CY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1239.See file dsdata.txt to determine how the superseded data were derived.
 CY1239
 CY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9912010808(NAD 83)
 CY1239_MARKER: DS = TRIANGULATION STATION DISK
 CY1239_SETTING: 80 = SET IN A BOULDER
 CY1239_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1239
 CY1239  HISTORY     - Date     Condition        Report By
 CY1239  HISTORY     - 1946     MONUMENTED       CGS
 CY1239  HISTORY     - 1963     GOOD             LOCENG
 CY1239
 CY1239                          STATION DESCRIPTION
 CY1239
 CY1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1239'THE STATION IS ON ROCK-STREWN GROUND THAT SLOPES UP TO THE N
 CY1239'AND THE FOOTHILLS OF THE GRAHAM MOUNTAIN RANGE, 3 MILES NNE
 CY1239'OF BONITA, AND 1/2 MILE N OF THE MAIN BUILDINGS AT THE FORT
 CY1239'GRANT STATE INDUSTRIAL SCHOOL.
 CY1239'
 CY1239'TO REACH FROM THE GENERAL STORE AT BONITA, GO NE ON THE
 CY1239'GRADED ROAD FOR 2.5 MILES TO GATE AT THE ROCK ENCLOSURE OF
 CY1239'THE FORT.  CONTINUE 0.2 MILE, THENCE LEFT FOR 0.05 MILE TO
 CY1239'THE OFFICE ON THE RIGHT.  TURN RIGHT JUST PAST THE OFFICE
 CY1239'AND GO 0.05 MILE TO GATE AT CORNER OF GARAGE BACK OF OFFICE.
 CY1239'PASS THROUGH GATE AND GO 0.1 MILE TO A FORK.  KEEP LEFT AND
 CY1239'CONTINUE 0.25 MILE TO A WIRE GATE IN A FENCE LINE.  FROM
 CY1239'HERE PACK RIGHT ALONG THE FENCE LINE FOR ABOUT 0.2 MILE
 CY1239'TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE WIRE
 CY1239'GATE, PACK LEFT ALONG THE FENCE LINE FOR ABOUT 0.3 MILE TO A
 CY1239'FENCE CORNER AND THE MARK.
 CY1239'
 CY1239'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GRANT
 CY1239'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 1 FOOT.  IT IS LOCATED 29 FEET S OF AN E-W FENCE LINE.
 CY1239'
 CY1239'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GRANT
 CY1239'NO 1 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS LOCATED ESE OF THE
 CY1239'STATION, AT ABOUT THE SAME LEVEL, AND 45 FEET S OF THE FENCE
 CY1239'LINE.
 CY1239'
 CY1239'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GRANT
 CY1239'NO 2 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 2 FEET ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CY1239'STATION, AT ABOUT THE SAME LEVEL.
 CY1239'
 CY1239'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED GRANT
 CY1239'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED W OF THE
 CY1239'STATION, 47 FEET E OF FENCE CORNER WHERE THE E-W FENCE LINE
 CY1239'TURNS S, 5.5 FEET N OF E-W FENCE LINE, AND 8 FEET NW OF A
 CY1239'4- BY 4-INCH WHITE WITNESS POST FASTENED TO ONE OF THE FENCE
 CY1239'POSTS.
 CY1239
 CY1239                          STATION RECOVERY (1963)
 CY1239
 CY1239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 CY1239'RECOVERED BY MAGMA COPPER CO.
 CY1239'
 CY1239'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 CY1239'CONDITION.
 CY1239'
 CY1239'FROM MAMMOTH POST OFFICE, GO N ON HWY 77 2.0 MI TO SIDE RD.
 CY1239'LEFT, CROSS CATTLEGUARD AND CONTINUE 0.1 MI. TO FORK, TURN
 CY1239'RIGHT FOLLOWING MAIN RD. 2.6 MILES TO PEARL WASH, TURN LEFT
 CY1239'UP WASH UNDER S.M.R.R. TRESTLE MARKED 601=57, FOLLOW TRACK
 CY1239'RD. 5.0 MILES TO WIRE GATE, GO THRU 0.2 MI. TO PEARL WASH,
 CY1239'TURN RIGHT UP WASH 0.7 MILES (.05 MI., PAST WINDMILL) TO
 CY1239'TRACK RD. RIGHT, THENCE 0.5 MILE TO TOP OF DIVIDE, THENCE
 CY1239'RIGHT (N) ALONG DIVIDE TO FENCE LINE AND END OF TRACK TRAVEL.
 CY1239'
 CY1239'A 20 MINUTE PACK TO TOP OF RIDGE AND MONUMENT.  (4-W DRIVE
 CY1239'PREFERABLE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1715 ***********************************************************************
 CZ1715  DESIGNATION -  GRANT
 CZ1715  PID         -  CZ1715
 CZ1715  STATE/COUNTY-  AZ/PINAL
 CZ1715  USGS QUAD   -  MAMMOTH (1972)
 CZ1715
 CZ1715                         *CURRENT SURVEY CONTROL
 CZ1715  ___________________________________________________________________
 CZ1715* NAD 83(1992)-  32 44 16.79153(N)    110 44 55.58461(W)     ADJUSTED  
 CZ1715* NAVD 88     -      1319.1    (meters)    4328.     (feet)  VERTCON   
 CZ1715  ___________________________________________________________________
 CZ1715  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CZ1715  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CZ1715
 CZ1715  HORZ ORDER  -  THIRD
 CZ1715
 CZ1715.The horizontal coordinates were established by classical geodetic methods
 CZ1715.and adjusted by the National Geodetic Survey in August 1993..
 CZ1715
 CZ1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1715
 CZ1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1715
 CZ1715.The geoid height was determined by GEOID03.
 CZ1715
 CZ1715;                    North         East     Units Scale Factor Converg.
 CZ1715;SPC AZ C     -   193,301.175   322,817.036   MT  1.00004769   +0 37 54.0
 CZ1715;SPC AZ C     -   634,190.21  1,059,111.01   iFT  1.00004769   +0 37 54.0
 CZ1715;UTM  12      - 3,622,269.855   523,537.682   MT  0.99960683   +0 08 09.1
 CZ1715
 CZ1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1715!SPC AZ C     -   0.99979737  x   1.00004769  =   0.99984505
 CZ1715!UTM  12      -   0.99979737  x   0.99960683  =   0.99940428
 CZ1715
 CZ1715:                Primary Azimuth Mark                     Grid Az
 CZ1715:SPC AZ C     -  TABLE                                    065 15 40.8
 CZ1715:UTM  12      -  TABLE                                    065 45 25.7
 CZ1715
 CZ1715|---------------------------------------------------------------------|
 CZ1715| PID    Reference Object                     Distance      Geod. Az  |
 CZ1715|                                                           dddmmss.s |
 CZ1715| CZ1871 TABLE                               APPROX.23.5 KM 0655334.8 |
 CZ1715| CZ1733 GRANT RM 1                            3.166 METERS 08932     |
 CZ1715| CZ1734 GRANT RM 2                            2.359 METERS 28443     |
 CZ1715|---------------------------------------------------------------------|
 CZ1715
 CZ1715                          SUPERSEDED SURVEY CONTROL
 CZ1715
 CZ1715  NAD 83(1986)-  32 44 16.78811(N)    110 44 55.57980(W) AD(       ) 3
 CZ1715  NGVD 29 (05/20/88) 1318.4    (m)         4325.     (f) VERT ANG       
 CZ1715
 CZ1715.Superseded values are not recommended for survey control.
 CZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1715.See file dsdata.txt to determine how the superseded data were derived.
 CZ1715
 CZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2353822270(NAD 83)
 CZ1715_MARKER: DD = SURVEY DISK
 CZ1715_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1715_SP_SET: SET IN BEDROCK
 CZ1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1715+STABILITY: POSITION/ELEVATION WELL
 CZ1715
 CZ1715  HISTORY     - Date     Condition        Report By
 CZ1715  HISTORY     - 1946     MONUMENTED       USGS
 CZ1715
 CZ1715                          STATION DESCRIPTION
 CZ1715
 CZ1715'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1715'LOCATED ABOUT 7 MI WNW. OF MAMMOTH, ABOUT 2.5 MI ESE. OF CAMP
 CZ1715'GRANT WASH.  AT SOUTHERN AND HIGHEST POINT OF LONG BROKEN RIDGE
 CZ1715'OVERLOOKING OLD PEARL MINING CAMP WHICH IS 1 MI E.
 CZ1715'
 CZ1715'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 1.35 MI N. ON
 CZ1715'STATE HWY. 77 TO DIRT RD.  TURN LEFT ON DIRT RD. 1.15 MI TO RD.
 CZ1715'FORKS, TAKE LEFT FORK 4.3 MI TO OLD MINING CAMP BLDGS. ON LEFT,
 CZ1715'CONTINUE 0.8 MI TO RD. FORKS.  TAKE RIGHT FORK 1 MI TO PEARL
 CZ1715'MINING CAMP (ABANDONED).  STATION CAN BE SEEN ABOUT 1 MI W.  A
 CZ1715'30-MINUTE PACK.
 CZ1715'
 CZ1715'STATION MARK--STANDARD TABLET STAMPED---GRANT 1946---, SET IN
 CZ1715'BEDROCK.
 CZ1715'
 CZ1715'RM 1--STANDARD RM TABLET STAMPED---GRANT NO 1 1946---, SET IN ROCK.
 CZ1715'
 CZ1715'RM 2--STANDARD RM TABLET STAMPED---GRANT NO 2 1946---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1173 ***********************************************************************
 CG1173  DESIGNATION -  GRANT
 CG1173  PID         -  CG1173
 CG1173  STATE/COUNTY-  AZ/COCHISE
 CG1173  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1173
 CG1173                         *CURRENT SURVEY CONTROL
 CG1173  ___________________________________________________________________
 CG1173* NAD 83(1992)-  31 40 19.43984(N)    110 21 02.44448(W)     ADJUSTED  
 CG1173* NAVD 88     -      1338.8    (meters)    4392.     (feet)  VERTCON   
 CG1173  ___________________________________________________________________
 CG1173  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CG1173  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CG1173
 CG1173  HORZ ORDER  -  SECOND
 CG1173
 CG1173.The horizontal coordinates were established by classical geodetic methods
 CG1173.and adjusted by the National Geodetic Survey in August 1993..
 CG1173
 CG1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1173
 CG1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1173
 CG1173.The geoid height was determined by GEOID03.
 CG1173
 CG1173;                    North         East     Units Scale Factor Converg.
 CG1173;SPC AZ E     -    74,522.823   195,912.224   MT  0.99990375   -0 05 47.8
 CG1173;SPC AZ E     -   244,497.45    642,756.64   iFT  0.99990375   -0 05 47.8
 CG1173;UTM  12      - 3,504,270.818   561,549.718   MT  0.99964672   +0 20 27.4
 CG1173
 CG1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1173!SPC AZ E     -   0.99979421  x   0.99990375  =   0.99969798
 CG1173!UTM  12      -   0.99979421  x   0.99964672  =   0.99944101
 CG1173
 CG1173|---------------------------------------------------------------------|
 CG1173| PID    Reference Object                     Distance      Geod. Az  |
 CG1173|                                                           dddmmss.s |
 CG1173| CS6119 GRANT RM 1                           15.616 METERS 18447     |
 CG1173| CS6120 GRANT RM 2                           15.619 METERS 35516     |
 CG1173|---------------------------------------------------------------------|
 CG1173
 CG1173                          SUPERSEDED SURVEY CONTROL
 CG1173
 CG1173  NAD 83(1986)-  31 40 19.43167(N)    110 21 02.43783(W) AD(       ) 2
 CG1173  NGVD 29 (06/28/91) 1338.0    (m)         4390.     (f) VERT ANG       
 CG1173
 CG1173.Superseded values are not recommended for survey control.
 CG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1173.See file dsdata.txt to determine how the superseded data were derived.
 CG1173
 CG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6155004271(NAD 83)
 CG1173_MARKER: DS = TRIANGULATION STATION DISK
 CG1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1173+STABILITY: SURFACE MOTION
 CG1173
 CG1173  HISTORY     - Date     Condition        Report By
 CG1173  HISTORY     - 1986     MONUMENTED       AZDT
 CG1173  HISTORY     - 19981001 GOOD             USPSQD
 CG1173
 CG1173                          STATION DESCRIPTION
 CG1173
 CG1173'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1173'THE STATION IS LOCATED 1-1/2 MILES NORTH OF HUACHUCA CITY ALONG THE
 CG1173'WEST SIDE OF STATE ROUTE 90 AT MILE POST 309.9.
 CG1173'
 CG1173'THE STATION MARK IS AN AZDT DISK STAMPED---GRANT 1986---.  IT IS SET
 CG1173'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE AND 5 FEET WEST OF THE WITNESS POST.
 CG1173'
 CG1173'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANT RM 1 1986---.  IT IS
 CG1173'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE.
 CG1173'
 CG1173'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANT RM 2 1986---.  IT IS
 CG1173'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE.
 CG1173'
 CG1173'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA TRAVEL NORTH
 CG1173'ALONG STATE ROUTE 90 FOR 1.95 MILES TO THE STATION ON THE LEFT.
 CG1173
 CG1173                          STATION RECOVERY (1998)
 CG1173
 CG1173'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2029 ***********************************************************************
 DU2029  DESIGNATION -  GRAPE
 DU2029  PID         -  DU2029
 DU2029  STATE/COUNTY-  AZ/GILA
 DU2029  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU2029
 DU2029                         *CURRENT SURVEY CONTROL
 DU2029  ___________________________________________________________________
 DU2029* NAD 83(1992)-  33 37 03.33845(N)    111 03 09.29423(W)     ADJUSTED  
 DU2029* NAVD 88     -       756.5    (meters)    2482.     (feet)  VERTCON   
 DU2029  ___________________________________________________________________
 DU2029  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DU2029  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU2029
 DU2029  HORZ ORDER  -  FIRST
 DU2029
 DU2029.The horizontal coordinates were established by classical geodetic methods
 DU2029.and adjusted by the National Geodetic Survey in August 1993..
 DU2029
 DU2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2029
 DU2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2029
 DU2029.The geoid height was determined by GEOID03.
 DU2029
 DU2029;                    North         East     Units Scale Factor Converg.
 DU2029;SPC AZ E     -   290,593.895   131,156.944   MT  0.99998328   -0 29 25.8
 DU2029;SPC AZ E     -   953,392.04    430,304.93   iFT  0.99998328   -0 29 25.8
 DU2029;UTM  12      - 3,719,758.117   495,122.540   MT  0.99960029   -0 01 44.8
 DU2029
 DU2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2029!SPC AZ E     -   0.99988564  x   0.99998328  =   0.99986892
 DU2029!UTM  12      -   0.99988564  x   0.99960029  =   0.99948597
 DU2029
 DU2029:                Primary Azimuth Mark                     Grid Az
 DU2029:SPC AZ E     -  GRAPE AZ MK                              114 32 05.2
 DU2029:UTM  12      -  GRAPE AZ MK                              114 04 24.2
 DU2029
 DU2029|---------------------------------------------------------------------|
 DU2029| PID    Reference Object                     Distance      Geod. Az  |
 DU2029|                                                           dddmmss.s |
 DU2029| CH5253 GRAPE AZ MK                                        1140239.4 |
 DU2029| CH5254 GRAPE RM 1                           13.436 METERS 16321     |
 DU2029| CH5255 GRAPE RM 2                           13.262 METERS 24515     |
 DU2029|---------------------------------------------------------------------|
 DU2029
 DU2029                          SUPERSEDED SURVEY CONTROL
 DU2029
 DU2029  NAD 83(1986)-  33 37 03.33419(N)    111 03 09.29502(W) AD(       ) 1
 DU2029  NAD 27      -  33 37 03.15600(N)    111 03 06.87000(W) AD(       ) 1
 DU2029  NGVD 29 (07/19/86)  755.9    (m)         2480.     (f) VERT ANG       
 DU2029
 DU2029.Superseded values are not recommended for survey control.
 DU2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2029.See file dsdata.txt to determine how the superseded data were derived.
 DU2029
 DU2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9512319758(NAD 83)
 DU2029_MARKER: DS = TRIANGULATION STATION DISK
 DU2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2029+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU2029
 DU2029  HISTORY     - Date     Condition        Report By
 DU2029  HISTORY     - 1947     MONUMENTED       CGS
 DU2029  HISTORY     - 1947     GOOD             CGS
 DU2029  HISTORY     - 1948     GOOD             USGS
 DU2029  HISTORY     - 1963     GOOD             USGS
 DU2029  HISTORY     - 1967     GOOD             AMS
 DU2029  HISTORY     - 20040403 GOOD             USPSQD
 DU2029  HISTORY     - 20050529 GOOD             USPSQD
 DU2029
 DU2029                          STATION DESCRIPTION
 DU2029
 DU2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2029'THE STATION IS LOCATED ABOUT 5.8 MILES SOUTHEAST OF ROOSEVELT AND
 DU2029'ABOUT 2.5 MILES SOUTH OF THE ROOSEVELT LAKE.  IT IS ON THE SOUTH
 DU2029'SIDE OF THE HIGHWAY AND OPPOSITE A SIDE ROAD WHICH GOES NORTH
 DU2029'TO THE LAKE.  IT IS 15 PACES SOUTH-SOUTHWEST OF AND APPROXIMATELY
 DU2029'THE SAME ELEVATION AS THE HIGHWAY, SET IN TOP OF A CONCRETE POST
 DU2029'WHICH PROJECTS 3 INCHES AND IS STAMPED GRAPE 1946.
 DU2029'
 DU2029'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DU2029'STATION, 24 PACES SOUTHWEST OF THE CENTER LINE OF HIGHWAY, SET
 DU2029'IN TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED
 DU2029'GRAPE NO 1 1946.
 DU2029'
 DU2029'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DU2029'STATION, 28 PACES WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 DU2029'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 DU2029'STAMPED GRAPE NO 2 1946.
 DU2029'
 DU2029'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE
 DU2029'STATION, 20 PACES SOUTH OF THE CENTER LINE OF HIGHWAY, 12 PACES
 DU2029'NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD, SET IN THE TOP
 DU2029'OF A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED GRAPE
 DU2029'1946.
 DU2029'
 DU2029'TO REACH FROM THE POST OFFICE AND STORE IN ROOSEVELT.  GO SOUTH
 DU2029'ON HIGHWAY 88 TOWARD GLOBE FOR 6.8 MILES TO A SIDE ROAD LEFT
 DU2029'AND THE STATION ON THE RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 DU2029
 DU2029                          STATION RECOVERY (1948)
 DU2029
 DU2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2029'RECOVERED AS DESCRIBED BY NGS.
 DU2029
 DU2029                          STATION RECOVERY (1963)
 DU2029
 DU2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2029'RECOVERED AS DESCRIBED BY USGS AND NGS.
 DU2029
 DU2029                          STATION RECOVERY (1967)
 DU2029
 DU2029'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU2029'MARK RECOVERED NO DESCRIPTION FURNISHED FOR MARK.  STATION HIT
 DU2029'BY GRADER AND A PORTION OF THE CONCRETE BROKEN.  REFERENCE MARKS
 DU2029'RECOVERED BUT NO DISTANCE CHECKS WERE MADE.
 DU2029'
 DU2029'THIS STATION NOT USED ON XC-PROJECT.
 DU2029
 DU2029                          STATION RECOVERY (2004)
 DU2029
 DU2029'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU2029'RECOVERED AS DESCRIBED.
 DU2029
 DU2029                          STATION RECOVERY (2005)
 DU2029
 DU2029'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU2029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0413 ***********************************************************************
 GQ0413  DESIGNATION -  GRASS
 GQ0413  PID         -  GQ0413
 GQ0413  STATE/COUNTY-  AZ/MOHAVE
 GQ0413  USGS QUAD   -  CANE SPRINGS SE (1985)
 GQ0413
 GQ0413                         *CURRENT SURVEY CONTROL
 GQ0413  ___________________________________________________________________
 GQ0413* NAD 83(1992)-  36 34 40.96729(N)    113 48 40.23238(W)     ADJUSTED  
 GQ0413* NAVD 88     -      1290.5    (meters)    4234.     (feet)  VERTCON   
 GQ0413  ___________________________________________________________________
 GQ0413  LAPLACE CORR-           9.34  (seconds)                    DEFLEC99
 GQ0413  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 GQ0413
 GQ0413  HORZ ORDER  -  THIRD
 GQ0413
 GQ0413.The horizontal coordinates were established by classical geodetic methods
 GQ0413.and adjusted by the National Geodetic Survey in August 1993..
 GQ0413
 GQ0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0413
 GQ0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0413
 GQ0413.The geoid height was determined by GEOID03.
 GQ0413
 GQ0413;                    North         East     Units Scale Factor Converg.
 GQ0413;SPC AZ W     -   618,671.404   207,885.075   MT  0.99993370   -0 02 11.2
 GQ0413;SPC AZ W     - 2,029,761.82    682,037.65   iFT  0.99993370   -0 02 11.2
 GQ0413;UTM  12      - 4,051,744.243   248,467.814   MT  1.00037956   -1 40 34.0
 GQ0413
 GQ0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0413!SPC AZ W     -   0.99980145  x   0.99993370  =   0.99973516
 GQ0413!UTM  12      -   0.99980145  x   1.00037956  =   1.00018093
 GQ0413
 GQ0413|---------------------------------------------------------------------|
 GQ0413| PID    Reference Object                     Distance      Geod. Az  |
 GQ0413|                                                           dddmmss.s |
 GQ0413| CH2374 GRASS RM 1                            5.190 METERS 04905     |
 GQ0413| CH2375 GRASS RM 2                            8.098 METERS 14600     |
 GQ0413| CH2373 GRASS AZ MK                                        1702437.9 |
 GQ0413|---------------------------------------------------------------------|
 GQ0413
 GQ0413                          SUPERSEDED SURVEY CONTROL
 GQ0413
 GQ0413  NAD 83(1986)-  36 34 40.96208(N)    113 48 40.23028(W) AD(       ) 3
 GQ0413  NAD 27      -  36 34 41.02700(N)    113 48 37.38300(W) AD(       ) 3
 GQ0413  NGVD 29 (07/19/86) 1289.7    (m)         4231.     (f) VERT ANG       
 GQ0413
 GQ0413.Superseded values are not recommended for survey control.
 GQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0413.See file dsdata.txt to determine how the superseded data were derived.
 GQ0413
 GQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4846851744(NAD 83)
 GQ0413_MARKER: DS = TRIANGULATION STATION DISK
 GQ0413_SETTING: 80 = SET IN A BOULDER
 GQ0413_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0413
 GQ0413  HISTORY     - Date     Condition        Report By
 GQ0413  HISTORY     - 1953     MONUMENTED       CGS
 GQ0413
 GQ0413                          STATION DESCRIPTION
 GQ0413
 GQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0413'THE STATION IS LOCATED ON A GRASS COVERED ROUND HILL WHICH
 GQ0413'IS THE FIRST OF SEVERAL WHICH LIE TO THE WEST OF THE GRAND
 GQ0413'WASH.  THERE IS SOME SMALL BRUSH AND A GREAT MANY BLACK LAVA
 GQ0413'BOULDERS DOT THE HILL.  IT IS 21 MILES SOUTHEAST OF MESQUITE,
 GQ0413'NEVADA, 19 MILES SOUTHWEST OF WOLF HOLE, 5 MILES SOUTH-SOUTHWEST
 GQ0413'OF CANE SPRINGS WHICH ARE IN THE GRAND WASH, 2.5 MILES NORTH
 GQ0413'OF A TRACK ROAD WHICH LEADS WEST ACROSS THE HILLS TO THE YATES
 GQ0413'RANCH AND U.S. HIGHWAY 91 AND 1.5 MILES WEST OF THE BED OF
 GQ0413'THE GRAND WASH.
 GQ0413'
 GQ0413'IT IS BEST REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0413'BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE
 GQ0413'CEMETARY, TURN RIGHT AND GO SOUTH AND THEN EAST ON AN OILED
 GQ0413'ROAD FOR 2.1 MILES TO A FORK AT THE SOUTH END OF THE VIRGIN
 GQ0413'RIVER BRIDGE, KEEP RIGHT FOR 1.4 MILES TO A FORK, KEEP RIGHT
 GQ0413'SOUTH AND SOUTHWEST FOR 1.4 MILES TO A FORK, TAKE THE LEFT
 GQ0413'FORK AND GO SOUTH FOR 23.5 MILES TO WOLF HOLE, CABIN AND
 GQ0413'CORRAL ON THE RIGHT, CONTINUE 0.5 MILE TO A FORK, KEEP RIGHT
 GQ0413'FOR 0.3 MILE TO A FENCE CORNER, TURN RIGHT, WEST, FOR 0.1
 GQ0413'MILE TO A FORK, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0413'SOUTH AND WEST FOR 3.1 MILES TO A WIRE GATE, PASS THROUGH THE
 GQ0413'GATE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 3.7 MILES
 GQ0413'TO A FORK, KEEP LEFT FOR 0.4 MILE TO A CROSSROAD, TURN
 GQ0413'RIGHT AND FOLLOW THE MAIN ROAD FOR 2.4 MILES TO A FORK,
 GQ0413'KEEP LEFT DOWN A DEEP CANYON FOR 5.4 MILES TO A FORK,
 GQ0413'TAKE LEFT FORK FOR 0.9 MILE TO CORRALS ON THE RIGHT, THIS
 GQ0413'IS CANE SPRINGS, CONTINUE SOUTH FOR 2.1 MILES TO A WATER
 GQ0413'TROUGH ON THE LEFT, CONTINUE SOUTH ON THE MAIN TRAVELED
 GQ0413'ROAD FOLLOWING THE WATER COURSE FOR 8.6 MILES TO A FORK,
 GQ0413'KEEP RIGHT FOR 0.1 MILE TO A DIM FORK AND CAIRN ON THE
 GQ0413'RIGHT, TURN RIGHT FOR .15 MILE TO THE AZIMUTH MARK ON THE
 GQ0413'LEFT, CONTINUE ON THE DIM ROAD TO ITS END AND THEN ON
 GQ0413'NORTH ACROSS COUNTRY FOR A DISTANCE OF 3.1 MILES TO THE
 GQ0413'STATION.
 GQ0413'
 GQ0413'THE STATION IS A STANDARD DISK STAMPED GRASS 1953.  IT IS
 GQ0413'CEMENTED IN A DRILL HOLE IN A 5 FT X 3 FT BOULDER WHICH
 GQ0413'PROJECTS 6 INCHES.  IT IS 6 FEET NORTH OF A WITNESS POST.
 GQ0413'
 GQ0413'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRASS NO 1 1953.
 GQ0413'IT IS CEMENTED IN A DRILL HOLE IN A 18 IN X 18 IN BOULDER
 GQ0413'WHICH IS FLUSH.
 GQ0413'
 GQ0413'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRASS NO 2 1953.
 GQ0413'IT IS CEMENTED IN A DRILL HOLE IN A 5 FT X 1.5 FT BOULDER
 GQ0413'WHICH PROJECTS 5 INCHES.
 GQ0413'
 GQ0413'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1953.  IT
 GQ0413'IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS
 GQ0413'8 INCHES.  THE MARK IS .15 MILE NORTH OF A DIM ROAD FORK,
 GQ0413'40 FEET WEST OF A DIM TRACK ROAD, 4 FEET WEST OF A WITNESS
 GQ0413'POST AND THERE IS A CAIRN ON EACH SIDE OF THE MARK.  THE
 GQ0413'TO REACH IS IN THE TO REACH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0338 ***********************************************************************
 GQ0338  DESIGNATION -  GRASSY
 GQ0338  PID         -  GQ0338
 GQ0338  STATE/COUNTY-  AZ/MOHAVE
 GQ0338  USGS QUAD   -  HEATON KNOLLS (1988)
 GQ0338
 GQ0338                         *CURRENT SURVEY CONTROL
 GQ0338  ___________________________________________________________________
 GQ0338* NAD 83(1992)-  36 33 03.15023(N)    112 55 35.65872(W)     ADJUSTED  
 GQ0338* NAVD 88     -      1792.4    (meters)    5881.     (feet)  VERTCON   
 GQ0338  ___________________________________________________________________
 GQ0338  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GQ0338  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GQ0338
 GQ0338  HORZ ORDER  -  FIRST
 GQ0338
 GQ0338.The horizontal coordinates were established by classical geodetic methods
 GQ0338.and adjusted by the National Geodetic Survey in June 1998..
 GQ0338
 GQ0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0338
 GQ0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0338
 GQ0338.The geoid height was determined by GEOID03.
 GQ0338
 GQ0338;                    North         East     Units Scale Factor Converg.
 GQ0338;SPC AZ W     -   615,970.152   287,079.373   MT  1.00000026   +0 29 25.5
 GQ0338;SPC AZ W     - 2,020,899.45    941,861.46   iFT  1.00000026   +0 29 25.5
 GQ0338;UTM  12      - 4,046,778.205   327,568.754   MT  0.99996632   -1 08 51.5
 GQ0338
 GQ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0338!SPC AZ W     -   0.99972239  x   1.00000026  =   0.99972265
 GQ0338!UTM  12      -   0.99972239  x   0.99996632  =   0.99968872
 GQ0338
 GQ0338|---------------------------------------------------------------------|
 GQ0338| PID    Reference Object                     Distance      Geod. Az  |
 GQ0338|                                                           dddmmss.s |
 GQ0338| CH2376 GRASSY RM 1                           9.052 METERS 07707     |
 GQ0338| CH2640 LAVA RM 1                                          1501623.4 |
 GQ0338| GQ0339 LAVA CAIRN                          APPROX. 0.9 KM 1512227.7 |
 GQ0338| CH2377 GRASSY RM 2                           8.740 METERS 20032     |
 GQ0338|---------------------------------------------------------------------|
 GQ0338
 GQ0338                          SUPERSEDED SURVEY CONTROL
 GQ0338
 GQ0338  NAD 83(1992)-  36 33 03.15023(N)    112 55 35.65872(W) AD(       ) 1
 GQ0338  NAD 83(1986)-  36 33 03.14578(N)    112 55 35.65593(W) AD(       ) 1
 GQ0338  NAD 27      -  36 33 03.20500(N)    112 55 32.92300(W) AD(       ) 1
 GQ0338  NGVD 29 (07/19/86) 1791.5    (m)         5878.     (f) VERT ANG       
 GQ0338
 GQ0338.Superseded values are not recommended for survey control.
 GQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0338.See file dsdata.txt to determine how the superseded data were derived.
 GQ0338
 GQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2756946778(NAD 83)
 GQ0338_MARKER: DS = TRIANGULATION STATION DISK
 GQ0338_SETTING: 0 = UNSPECIFIED SETTING
 GQ0338
 GQ0338  HISTORY     - Date     Condition        Report By
 GQ0338  HISTORY     - 1953     MONUMENTED       CGS
 GQ0338
 GQ0338                          STATION DESCRIPTION
 GQ0338
 GQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0338'THE STATION IS LOCATED ABOUT 41 MILES WEST-SOUTHWEST OF JACOB
 GQ0338'LAKE, ABOUT 35 MILES SOUTHWEST OF FREDONIA, ABOUT 29 MILES
 GQ0338'SOUTH OF SHORT CREEK, AND ABOUT 1.5 MILES WEST OF THE BLADED
 GQ0338'ROAD LEADING SOUTH TO THE GRAND CANYON NATIONAL MONUMENT,
 GQ0338'AT THE SOUTHEAST END OF A LONG VALLEY.  IT IS ON TOP OF A
 GQ0338'BARE ROUND-TOPPED HILL WHICH IS THE SECOND HILL FROM THE
 GQ0338'SOUTH OF A GROUP OF FOUR HILLS, THE SOUTHERNMOST HILL HAVING
 GQ0338'A LARGE CAIRN ON ITS SUMMIT.
 GQ0338'
 GQ0338'REACHED FROM FREDONIA AT THE JUNCTION OF U.S. HIGHWAY 89 AND
 GQ0338'THE GRAVEL ROAD LEADING WEST TO PIPE SPRINGS BY DRIVING WEST
 GQ0338'ON GRAVEL ROAD FOR 8.2 MILES TO A FORK, JUST BEFORE REACHING
 GQ0338'ANOTHER FORK.  TURN LEFT AS PER SIGN GRAND CANYON NATIONAL
 GQ0338'MONUMENT AND GO 25.9 MILES TO A WIRE GATE.  PASS THROUGH AND
 GQ0338'CONTINUE FOR 1.5 MILES TO A GATE.  PASS THROUGH, TAKE THE
 GQ0338'RIGHT FORK AND GO 2.55 MILES TO A DIM REVERSE Y FORK.  THIS
 GQ0338'IS 1.6 MILES BEFORE REACHING A CATTLE GUARD.  TURN SHARP
 GQ0338'RIGHT (NORTHERLY) ON TRACK ROAD AND GO 0.5 MILE.  TURN LEFT
 GQ0338'ALONG A COW TRAIL AND VERY DIM TRACKS AND CONTINUE FOR 0.25
 GQ0338'MILE TO A WASH.  CROSS WASH AND CONTINUE FOR 0.3 MILE UP
 GQ0338'THE GENTLE SLOPE TO THE TOP OF THE MESA.  CONTINUE
 GQ0338'WESTERLY ALONG THE RIDGE AND ACROSS A SMALL WASH FOR 0.7
 GQ0338'MILE TO THE BASE OF THE FIRST KNOLL SOUTH OF THE STATION
 GQ0338'HILL AND THE END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE
 GQ0338'VEHICLE.  WITH A 4-WHEEL DRIVE VEHICLE CONTINUE TO THE TOP OF
 GQ0338'KNOLL, THENCE RIGHT TO BASE OF STATION HILL, A TOTAL OF
 GQ0338'ABOUT 0.2 MILE.  TURN LEFT AND FOLLOW THE BASE OF STATION
 GQ0338'HILL TO THE NORTHWEST SIDE OF HILL AND A RIDGE LEADING
 GQ0338'SOUTHEAST TO THE HIGHEST POINT AND THE STATION.  A DRIVE
 GQ0338'WITH A 4-WHEEL DRIVE VEHICLE.  A 1/4 HOUR PACK WITH 2-WHEEL
 GQ0338'DRIVE VEHICLE.
 GQ0338'
 GQ0338'THE STATION IS NEAR THE CENTER AND ON THE HIGHEST POINT OF A
 GQ0338'GRASSY RIDGE-LIKE HILL.  IT IS A STANDARD DISK WELDED TO THE
 GQ0338'TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE
 GQ0338'THE GROUND SURFACE.  THE MARK IS STAMPED GRASSY 1952.
 GQ0338'
 GQ0338'REFERENCE MARK 1 IS ABOUT 18 INCHES LOWER THAN THE STATION.
 GQ0338'IT IS A STANDARD DISK STAMPED GRASSY NO 1 1952 AND WELDED
 GQ0338'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT 8 INCHES
 GQ0338'ABOVE THE SURFACE.
 GQ0338'
 GQ0338'REFERENCE MARK 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 GQ0338'STATION.  IT IS A STANDARD DISK STAMPED GRASSY NO 2 1952 AND
 GQ0338'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT
 GQ0338'8 INCHES ABOVE THE SURFACE.
 GQ0338'
 GQ0338'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0338'STAMPED NO 1, IS LOCATED ON THE FIRST HIGH POINT OR THE
 GQ0338'SOUTHERNMOST ONE OF THE FOUR HILLS MENTIONED ABOVE.  THE MARK
 GQ0338'IS ABOUT 70 FEET NORTH-NORTHEAST OF THE HIGHEST POINT AND ABOUT
 GQ0338'60 FEET NORTH-NORTHEAST OF A 7X5-FOOT CAIRN IN THE TOP OF WHICH
 GQ0338'IS A POLE PROTRUDING AN ADDITIONAL 8 FEET ABOVE THE CAIRN.
 GQ0338'THE MARK IS SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 GQ0338'18 INCHES ABOVE THE SURFACE.
 GQ0338'
 GQ0338'THE CAIRN, U.S. GEOLOGICAL SURVEY TRIANGULATION STATION LAVA,
 GQ0338'IS REFERENCED BY 2 REFERENCE MARKS, NUMBERS 1 AND 2, WHICH
 GQ0338'WERE BOTH RECOVERED AND FOUND IN GOOD CONDITION.  THE CAIRN
 GQ0338'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0352 ***********************************************************************
 CF0352  DESIGNATION -  GRASSY
 CF0352  PID         -  CF0352
 CF0352  STATE/COUNTY-  AZ/COCHISE
 CF0352  USGS QUAD   -  BISBEE NE (1976)
 CF0352
 CF0352                         *CURRENT SURVEY CONTROL
 CF0352  ___________________________________________________________________
 CF0352* NAD 83(1992)-  31 27 13.70443(N)    109 51 38.96986(W)     ADJUSTED  
 CF0352* NAVD 88     -      2011.9    (meters)    6601.     (feet)  VERTCON   
 CF0352  ___________________________________________________________________
 CF0352  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CF0352  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0352
 CF0352  HORZ ORDER  -  FIRST
 CF0352
 CF0352.The horizontal coordinates were established by classical geodetic methods
 CF0352.and adjusted by the National Geodetic Survey in August 1993..
 CF0352
 CF0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0352
 CF0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0352
 CF0352.The geoid height was determined by GEOID03.
 CF0352
 CF0352;                    North         East     Units Scale Factor Converg.
 CF0352;SPC AZ E     -    50,350.540   242,427.104   MT  0.99991042   +0 09 34.5
 CF0352;SPC AZ E     -   165,192.06    795,364.51   iFT  0.99991042   +0 09 34.5
 CF0352;UTM  12      - 3,480,458.416   608,237.408   MT  0.99974450   +0 35 40.2
 CF0352
 CF0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0352!SPC AZ E     -   0.99968848  x   0.99991042  =   0.99959893
 CF0352!UTM  12      -   0.99968848  x   0.99974450  =   0.99943306
 CF0352
 CF0352|---------------------------------------------------------------------|
 CF0352| PID    Reference Object                     Distance      Geod. Az  |
 CF0352|                                                           dddmmss.s |
 CF0352| CC6607 GRASSY RM 1                           3.792 METERS 03727     |
 CF0352| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.15.9 KM 0754044.2 |
 CF0352| CC6606 GRASSY AZ MK                                       1134306.5 |
 CF0352| CC6608 GRASSY RM 2                           4.298 METERS 23007     |
 CF0352| CF0425 STATE RADIO TOWER                   APPROX. 9.2 KM 2825517.4 |
 CF0352|---------------------------------------------------------------------|
 CF0352
 CF0352                          SUPERSEDED SURVEY CONTROL
 CF0352
 CF0352  NAD 83(1986)-  31 27 13.69897(N)    109 51 38.96163(W) AD(       ) 1
 CF0352  NAD 27      -  31 27 13.34100(N)    109 51 36.69400(W) AD(       ) 1
 CF0352  NGVD 29 (03/13/91) 2011.0    (m)         6598.     (f) VERT ANG       
 CF0352
 CF0352.Superseded values are not recommended for survey control.
 CF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0352.See file dsdata.txt to determine how the superseded data were derived.
 CF0352
 CF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0823780458(NAD 83)
 CF0352_MARKER: DS = TRIANGULATION STATION DISK
 CF0352_SETTING: 66 = SET IN ROCK OUTCROP
 CF0352_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0352+STABILITY: POSITION/ELEVATION WELL
 CF0352
 CF0352  HISTORY     - Date     Condition        Report By
 CF0352  HISTORY     - 1938     MONUMENTED       CGS
 CF0352  HISTORY     - 1944     GOOD             CGS
 CF0352  HISTORY     - 1956     GOOD             USE
 CF0352  HISTORY     - 1957     GOOD             USGS
 CF0352  HISTORY     - 1982     GOOD             AZDT
 CF0352  HISTORY     - 1986     GOOD             AZDT
 CF0352
 CF0352                          STATION DESCRIPTION
 CF0352
 CF0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0352'STATION IS ON A HIGH AND PROMINENT MOUNTAIN NEAR THE E EDGE
 CF0352'OF THE MULE MOUNTAINS AND IS THE HIGHEST POINT ON THE N SIDE
 CF0352'OF U.S. HIGHWAY 80 AND E OF BISBEE.  IT IS KNOWN AS GRASSY
 CF0352'MOUNTAIN AND OVERLOOKS ALL THE COUNTRY TO THE N AND E.  IT IS
 CF0352'ABOUT 03.3 MILES EXN OF BISBEE AND ABOUT N OF U.S. HIGHWAY
 CF0352'80.
 CF0352'
 CF0352'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0352'SET IN A BOULDER.
 CF0352'
 CF0352'TO REACH FROM BISBEE GO E FROM THE POST OFFICE ON U.S. HIGHWAY
 CF0352'80, 03.8 MILES TO STATION GULCH AT THE RIGHT OF THE HIGHWAY.
 CF0352'CONTINUE E FOR 00.3 MILE TO A DUMP GROUNDS ON LEFT OF ROAD.
 CF0352'HERE TURN LEFT AND FOLLOW THE DIRT ROAD NORTHERLY TO THE RIDGE
 CF0352'WHICH LEADS TO THE STATION.  THIS IS THE END OF TRUCK TRAVEL.
 CF0352'FROM THE END OF TRUCK TRAVEL BEAR LEFT, WESTERLY, AROUND THE
 CF0352'RIDGE TO A DEEP WASH.  FOLLOW THE WASH NORTHERLY FOR ABOUT
 CF0352'1-1/2 MILES TO THE BASE OF THE MOUNTAIN ON WHICH STATION IS
 CF0352'LOCATED.  HERE ASCEND TO THE RIDGE AND FOLLOW IT TO THE
 CF0352'HIGHEST POINT AND STATION.  IT IS ABOUT A TWO HOUR PACK TO
 CF0352'THE STATION.
 CF0352'
 CF0352'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND AT ABOUT THE
 CF0352'SAME ELEVATION.  REFERENCE MARK NO. 2 IS SW OF THE STATION AND
 CF0352'ABOUT 2 FEET LOWER IN ELEVATION.
 CF0352'
 CF0352'THE AZIMUTH MARK IS LOCATED ABOUT .25 MILE ESE OF THE STATION
 CF0352'AND IS ABOUT 25 FEET LOWER IN ELEVATION.  IT IS ON THE FIRST
 CF0352'POINT OF A HOG-BACK RIDGE.
 CF0352'
 CF0352'THE ROUTE USED TO REACH THE STATION DIFFERS FROM THAT DESCRIBED
 CF0352'IN THE RECONNAISSANCE DESCRIPTION, IT BEING FOUND AN EASIER
 CF0352'ROUTE.
 CF0352
 CF0352                          STATION RECOVERY (1944)
 CF0352
 CF0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0352'ORIGINAL DESCRIPTION SATISFACTORY.  STATION RECOVERED IN GOOD
 CF0352'CONDITION.
 CF0352
 CF0352                          STATION RECOVERY (1956)
 CF0352
 CF0352'RECOVERY NOTE BY US ENGINEERS 1956
 CF0352'STATION RECOVERED AS DESCRIBED.
 CF0352'
 CF0352'REFERENCE MARK 2 AND AZIMUTH MARK NOT SEARCHED FOR.
 CF0352
 CF0352                          STATION RECOVERY (1957)
 CF0352
 CF0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0352'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109
 CF0352'3, STATION 1002.  ALL MARKS IN GOOD CONDITION.
 CF0352
 CF0352                          STATION RECOVERY (1982)
 CF0352
 CF0352'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0352'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0352'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 CF0352'FOLLOWS.
 CF0352'
 CF0352'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 80 AND STATE
 CF0352'ROUTE 92 IN BISBEE, TRAVEL EAST ALONG US 80 FOR 2.3 MILES TO A SIDE
 CF0352'ROAD LEFT.  TURN LEFT AND BEAR TO THE RIGHT OR EAST FOR 0.1 MILE TO A
 CF0352'ROAD LEFT.  TURN LEFT AND TRAVEL NORTH 0.25 MILE TO THE NORTHWEST
 CF0352'CORNER OF AN OLD DUMP AND END OF TRUCK TRAVEL.  PACK NORTHEAST TO A
 CF0352'FENCE CORNER WHICH IS JUST WEST OF A DRAIN, CROSS DRAINAGE AND PACK UP
 CF0352'MOUNTAIN KEEPING TO THE RIGHT OF A GRAY ROCK FACE TO THE TOP OF THE
 CF0352'FACE, CONTINUE UP MOUNTAIN TO THE AZIMUTH MARK ON A PROMINENT KNOB.
 CF0352'CROSS SADDLE TO HIGH POINT AND STATION.
 CF0352
 CF0352                          STATION RECOVERY (1986)
 CF0352
 CF0352'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0352'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1982 RECOVERY  BY
 CF0352'AZDT IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1179 ***********************************************************************
 CZ1179  DESIGNATION -  GRAVEL
 CZ1179  PID         -  CZ1179
 CZ1179  STATE/COUNTY-  AZ/PINAL
 CZ1179  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1179
 CZ1179                         *CURRENT SURVEY CONTROL
 CZ1179  ___________________________________________________________________
 CZ1179* NAD 83(1992)-  32 50 07.56510(N)    111 43 10.63918(W)     ADJUSTED  
 CZ1179* NAVD 88     -       445.71   (+/-2cm)    1462.3    (feet)  VERTCON   
 CZ1179  ___________________________________________________________________
 CZ1179  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CZ1179  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1179
 CZ1179  HORZ ORDER  -  THIRD
 CZ1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1179
 CZ1179.The horizontal coordinates were established by classical geodetic methods
 CZ1179.and adjusted by the National Geodetic Survey in August 1993..
 CZ1179
 CZ1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1179.The vertical order pertains to the NGVD 29 superseded value.
 CZ1179
 CZ1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1179
 CZ1179.The geoid height was determined by GEOID03.
 CZ1179
 CZ1179;                    North         East     Units Scale Factor Converg.
 CZ1179;SPC AZ C     -   203,519.788   231,806.737   MT  0.99990419   +0 06 24.6
 CZ1179;SPC AZ C     -   667,715.84    760,520.79   iFT  0.99990419   +0 06 24.6
 CZ1179;UTM  12      - 3,633,272.806   432,650.657   MT  0.99965593   -0 23 24.8
 CZ1179
 CZ1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1179!SPC AZ C     -   0.99993475  x   0.99990419  =   0.99983895
 CZ1179!UTM  12      -   0.99993475  x   0.99965593  =   0.99959071
 CZ1179
 CZ1179|---------------------------------------------------------------------|
 CZ1179| PID    Reference Object                     Distance      Geod. Az  |
 CZ1179|                                                           dddmmss.s |
 CZ1179| CZ1181 GRAVEL RM 1                           8.605 METERS 04602     |
 CZ1179| CZ1180 GRAVEL RM 2                           8.325 METERS 14602     |
 CZ1179| CZ2042 GRAVEL AZ MK                        488.013 METERS 1521851.3 |
 CZ1179| CZ1182 GRAVEL 2                            147.102 METERS 17839     |
 CZ1179| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 5.5 KM 3261450.6 |
 CZ1179| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 3.4 KM 3392742.7 |
 CZ1179|---------------------------------------------------------------------|
 CZ1179
 CZ1179                          SUPERSEDED SURVEY CONTROL
 CZ1179
 CZ1179  NAD 83(1986)-  32 50 07.56117(N)    111 43 10.64117(W) AD(       ) 3
 CZ1179  NAD 27      -  32 50 07.35810(N)    111 43 08.18000(W) AD(       ) 3
 CZ1179  NGVD 29 (??/??/92)  445.162  (m)         1460.50   (f) ADJ UNCH    2 0
 CZ1179
 CZ1179.Superseded values are not recommended for survey control.
 CZ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1179.See file dsdata.txt to determine how the superseded data were derived.
 CZ1179
 CZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3265133273(NAD 83)
 CZ1179_MARKER: DS = TRIANGULATION STATION DISK
 CZ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1179_STAMPING: GRAVEL 1960
 CZ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1179+STABILITY: SURFACE MOTION
 CZ1179
 CZ1179  HISTORY     - Date     Condition        Report By
 CZ1179  HISTORY     - 1960     MONUMENTED       CGS
 CZ1179  HISTORY     - 1960     GOOD             CGS
 CZ1179  HISTORY     - 1962     GOOD             CGS
 CZ1179
 CZ1179                          STATION DESCRIPTION
 CZ1179
 CZ1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1179'STATION IS LOCATED 3-1/2 MILES SOUTHEAST OF CASA GRANDE, NEAR
 CZ1179'THE NORTH BASE OF CASA GRANDE MOUNTAIN, NEAR A GRAVEL SLIP
 CZ1179'PIT AND IN THE SOUTHWEST 1/4 OF SECTION 3, R 6 E, T 7 S.
 CZ1179'
 CZ1179'REACHED FROM THE POST OFFICE IN CASA GRANDE, GO EAST SOUTHEAST
 CZ1179'ON STATE HIGHWAY 84, FOR 2.4 MILES TO A CROSS ROAD, TURN RIGHT,
 CZ1179'SOUTH, ACROSS THE RAIL ROAD TRACKS, ON THE MACADAM ROAD AND
 CZ1179'GO 2.4 MILES TO A T ROAD, TURN LEFT AND GO EAST ON THE MACADAM
 CZ1179'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.  (TO REACH THE
 CZ1179'AZIMUTH MARK CONTINUE AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT,
 CZ1179'TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CZ1179'
 CZ1179'STATION MARKS ARE STANDARD DISKS, STAMPED GRAVEL 1960.  THE
 CZ1179'SURFACE DISK IS SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE
 CZ1179'POST PROJECTING 3 INCHES.  IT IS 121 FEET SOUTH OF THE CENTER
 CZ1179'OF THE MACADAM ROAD.
 CZ1179'
 CZ1179'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVEL NO 1 1960,
 CZ1179'SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING
 CZ1179'2 INCHES.  IT IS 103 FEET SOUTH OF THE CENTER OF THE MACADAM
 CZ1179'ROAD.
 CZ1179'
 CZ1179'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVEL NO 2 1960,
 CZ1179'SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING 2
 CZ1179'INCHES.  IT IS 141 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD.
 CZ1179'
 CZ1179'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1960, CEMENTED
 CZ1179'IN DRILL HOLE IN A CONCRETE BENCH OF PICNIC TABLE, 152 FEET
 CZ1179'SOUTHWEST OF THE PICNIC SHELTER.
 CZ1179
 CZ1179                          STATION RECOVERY (1960)
 CZ1179
 CZ1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ1179'2.6 MI SE FROM CASA GRANDE.
 CZ1179'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1179'84 TO BLACKTOP ROAD MAKING T INTERSECTION.  CONTINUE EAST ON THE
 CZ1179'BLACKTOP ROAD FOR 0.2 MILE TO THE STATION, WHICH IS 121 FEET SOUTH OF
 CZ1179'CENTER OF HIGHWAY, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1179'PROJECTING 2 INCHES.
 CZ1179
 CZ1179                          STATION RECOVERY (1962)
 CZ1179
 CZ1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1179'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 CZ1179'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 CZ1179'WERE CHECKED AND FOUND TO BE CORRECT.
 CZ1179'
 CZ1179'THE STATION WAS MOVED AS REQUESTED BY THE ARIZONA STATE HIGHWAY
 CZ1179'DEPARTMENT TO CLEAR THE WAY FOR CONSTRUCTION, STATION MARK AND
 CZ1179'BOTH REFERENCE MARKS WERE DESTROYED AFTER STATION GRAVEL 2 WAS
 CZ1179'ESTABLISHED.
 CZ1179'
 CZ1179'THE ORIGINAL DESCRIPTION TO THE STATION WAS ADEQUATE, AN
 CZ1179'ERROR WAS FOUND IN THE TO REACH THE STATION, A NEW TO REACH
 CZ1179'FOLLOWS.
 CZ1179'
 CZ1179'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1179'EAST-SOUTHEAST ON STATE HIGHWAY 84 FOR 2.45 MILES TO A CROSSROAD,
 CZ1179'TURN RIGHT, GO SOUTH CROSSING THE RAILROAD TRACKS FOR 1.4 MILES
 CZ1179'TO A T ROAD, TURN LEFT, GO EAST FOR 0.2 MILE TO THE STATION ON
 CZ1179'THE RIGHT.
 CZ1179'
 CZ1179'THE AZIMUTH MARK WAS NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ES1115 ***********************************************************************
 ES1115  DESIGNATION -  GRAVEL
 ES1115  PID         -  ES1115
 ES1115  STATE/COUNTY-  AZ/COCONINO
 ES1115  USGS QUAD   -  ROCK STATION (1986)
 ES1115
 ES1115                         *CURRENT SURVEY CONTROL
 ES1115  ___________________________________________________________________
 ES1115* NAD 83(1992)-  34 59 40.93291(N)    110 46 03.30489(W)     ADJUSTED  
 ES1115* NAVD 88     -      1578.     (meters)    5177.     (feet)  SCALED    
 ES1115  ___________________________________________________________________
 ES1115  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ES1115  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1115
 ES1115  HORZ ORDER  -  SECOND
 ES1115
 ES1115.The horizontal coordinates were established by classical geodetic methods
 ES1115.and adjusted by the National Geodetic Survey in August 1993..
 ES1115
 ES1115.The orthometric height was scaled from a topographic map.
 ES1115
 ES1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1115
 ES1115.The geoid height was determined by GEOID03.
 ES1115
 ES1115;                    North         East     Units Scale Factor Converg.
 ES1115;SPC AZ C     -   443,589.979   318,256.286   MT  1.00003557   +0 39 32.6
 ES1115;SPC AZ C     - 1,455,347.70  1,044,147.92   iFT  1.00003557   +0 39 32.6
 ES1115;SPC AZ E     -   443,151.665   158,504.898   MT  0.99993707   -0 20 40.7
 ES1115;SPC AZ E     - 1,453,909.66    520,029.19   iFT  0.99993707   -0 20 40.7
 ES1115;UTM  12      - 3,872,480.383   521,209.668   MT  0.99960554   +0 07 59.8
 ES1115
 ES1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1115!SPC AZ C     -   0.99975619  x   1.00003557  =   0.99979176
 ES1115!SPC AZ E     -   0.99975619  x   0.99993707  =   0.99969328
 ES1115!UTM  12      -   0.99975619  x   0.99960554  =   0.99936183
 ES1115
 ES1115|---------------------------------------------------------------------|
 ES1115| PID    Reference Object                     Distance      Geod. Az  |
 ES1115|                                                           dddmmss.s |
 ES1115| CD2961 GRAVEL RM 1                          11.760 METERS 09121     |
 ES1115| FQ0756 BAR                                 APPROX.14.2 KM 2854931.3 |
 ES1115| CD2962 GRAVEL RM 2                          11.528 METERS 33956     |
 ES1115|---------------------------------------------------------------------|
 ES1115
 ES1115                          SUPERSEDED SURVEY CONTROL
 ES1115
 ES1115  NAD 83(1986)-  34 59 40.92718(N)    110 46 03.30797(W) AD(       ) 2
 ES1115  NAD 27      -  34 59 40.85080(N)    110 46 00.81410(W) AD(       ) 2
 ES1115
 ES1115.Superseded values are not recommended for survey control.
 ES1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1115.See file dsdata.txt to determine how the superseded data were derived.
 ES1115
 ES1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2121072480(NAD 83)
 ES1115_MARKER: DS = TRIANGULATION STATION DISK
 ES1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1115
 ES1115  HISTORY     - Date     Condition        Report By
 ES1115  HISTORY     - 1958     MONUMENTED       CGS
 ES1115  HISTORY     - 1982     GOOD             NGS
 ES1115
 ES1115                          STATION DESCRIPTION
 ES1115
 ES1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES1115'THE STATION IS LOCATED ON THE TOP AND NEAR THE MIDDLE OF AN
 ES1115'EAST-WEST RIDGE THAT IS ABOUT 100 FEET HIGHER THAN THE
 ES1115'SURROUNDING COUNTRY, 5 MILES SOUTHWEST OF WINSLOW, 1 MILE
 ES1115'WEST OF THE NAVAJO-COCONINO COUNTY LINE AND 0.5 MILE EAST
 ES1115'OF A GRAVELED ROAD.
 ES1115'
 ES1115'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO SOUTH
 ES1115'ON STATE HIGHWAY 65 FOR 0.2 MILE TO THE FIRST STREET AFTER
 ES1115'PASSING UNDER THE SANTA FE RAILROAD OVERPASS, TURN RIGHT, GO
 ES1115'WEST ON A PAVED AND GRADED STREET FOR 0.8 MILE TO DENT AVE.,
 ES1115'TURN RIGHT, GO NORTH ON DENT AVE. FOR 1 BLOCK TO FRONT STREET,
 ES1115'TURN LEFT, GO WESTERLY FOR 1.3 MILES ALONG THE SOUTH SIDE OF THE
 ES1115'RAILROAD TRACKS AND THE NORTH SIDE OF THE AIRPORT RUNWAY TO A
 ES1115'GATE AND CATTLE GUARD, PASS THROUGH THE GATE AND CONTINUE
 ES1115'SOUTHWEST ON THE GRADED ROAD FOR 2.2 MILES TO A LOCKED GATE,
 ES1115'(THE KEY CAN BE OBTAINED FROM THE WINSLOW WATER DEPARTMENT)
 ES1115'PASS THROUGH THE GATE AND CONTINUE SOUTHWEST ON THE GRADED
 ES1115'ROAD FOR 1.0 MILE, HERE TURN LEFT AND FOLLOW A DIM TRACK
 ES1115'ROAD EASTERLY FOR 0.5 MILE TO THE TOP OF THE RIDGE AND THE
 ES1115'STATION.
 ES1115'
 ES1115'THE STATION MARK, STAMPED GRAVEL 1958, IS A STANDARD DISK SET
 ES1115'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 ES1115'AND IS 5 FEET NORTH OF A WITNESS POST.
 ES1115'
 ES1115'REFERENCE MARK NO. 1, STAMPED GRAVEL NO 1 1958, IS A STANDARD
 ES1115'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1115'4 INCHES AND IS 41 FEET EAST OF A WITNESS POST.
 ES1115'
 ES1115'REFERENCE MARK NO. 2, STAMPED GRAVEL NO 2 1958, IS A STANDARD
 ES1115'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1115'6 INCHES AND IS 45 FEET NORTH OF A WITNESS POST.
 ES1115
 ES1115                          STATION RECOVERY (1982)
 ES1115
 ES1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 ES1115'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN QUAD
 ES1115'341104, STA NO. 1001.  TO REACH THE STATION FROM THE POST OFFICE IN
 ES1115'WINSLOW, GO SOUTH ON STATE HIGHWAY 87 FOR 0.2 MILE TO THE FIRST
 ES1115'STREET (COPPERTOWN RD.) AFTER PASSING UNDER THE SANTA FE RAILROAD
 ES1115'OVERPASS, TURN RIGHT, GO WEST ON A PAVED ROAD (COPPERTOWN WHICH
 ES1115'TURNS INTO CENTRAL) FOR 2.0 MILES.  TURN LEFT ONTO A DIRT ROAD
 ES1115'(WELL FIELD RD.) AND CONTINUE SW FOR 2.4 MILES TO A LOCKED GATE,
 ES1115'(THE KEY CAN BE OBTAINED FROM THE WINSLOW WATER DEPARTMENT) PASS
 ES1115'THROUGH THE GATE AND CONTINUE SW ON THE DIRT ROAD FOR 1.0 MILE,
 ES1115'HERE TURN LEFT AND FOLLOW A DIM TRACK ROAD EASTERLY FOR 0.5 MILE
 ES1115'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 ES1115'
 ES1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 ES1115'SW OF WINSLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CH0177 ***********************************************************************
 CH0177  DESIGNATION -  GRAVEL
 CH0177  PID         -  CH0177
 CH0177  STATE/COUNTY-  AZ/PIMA
 CH0177  USGS QUAD   -  DIAZ PEAK (1988)
 CH0177
 CH0177                         *CURRENT SURVEY CONTROL
 CH0177  ___________________________________________________________________
 CH0177* NAD 83(1992)-  31 55 15.16451(N)    112 43 48.61792(W)     ADJUSTED  
 CH0177* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 CH0177  ___________________________________________________________________
 CH0177  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CH0177  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CH0177
 CH0177  HORZ ORDER  -  THIRD
 CH0177
 CH0177.The horizontal coordinates were established by classical geodetic methods
 CH0177.and adjusted by the National Geodetic Survey in August 1993..
 CH0177
 CH0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0177
 CH0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0177
 CH0177.The geoid height was determined by GEOID03.
 CH0177
 CH0177;                    North         East     Units Scale Factor Converg.
 CH0177;SPC AZ C     -   102,383.265   136,429.966   MT  0.99997296   -0 25 48.6
 CH0177;SPC AZ C     -   335,903.10    447,604.88   iFT  0.99997296   -0 25 48.6
 CH0177;UTM  12      - 3,532,971.908   336,424.815   MT  0.99992999   -0 54 54.1
 CH0177
 CH0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0177!SPC AZ C     -   0.99992556  x   0.99997296  =   0.99989853
 CH0177!UTM  12      -   0.99992556  x   0.99992999  =   0.99985556
 CH0177
 CH0177|---------------------------------------------------------------------|
 CH0177| PID    Reference Object                     Distance      Geod. Az  |
 CH0177|                                                           dddmmss.s |
 CH0177| CH5257 GRAVEL RM 1                          15.864 METERS 03946     |
 CH0177| CH5256 GRAVEL AZ MK                                       2062005.3 |
 CH0177| CH5258 GRAVEL RM 2                          14.149 METERS 31621     |
 CH0177|---------------------------------------------------------------------|
 CH0177
 CH0177                          SUPERSEDED SURVEY CONTROL
 CH0177
 CH0177  NAD 83(1986)-  31 55 15.15366(N)    112 43 48.61888(W) AD(       ) 3
 CH0177  NAD 27      -  31 55 14.92400(N)    112 43 46.08000(W) AD(       ) 3
 CH0177  NGVD 29 (06/20/88)  505.4    (m)         1658.     (f) VERT ANG       
 CH0177
 CH0177.Superseded values are not recommended for survey control.
 CH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0177.See file dsdata.txt to determine how the superseded data were derived.
 CH0177
 CH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3642532972(NAD 83)
 CH0177_MARKER: DS = TRIANGULATION STATION DISK
 CH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0177
 CH0177  HISTORY     - Date     Condition        Report By
 CH0177  HISTORY     - 1936     MONUMENTED       CGS
 CH0177  HISTORY     - 1958     GOOD             AMS
 CH0177  HISTORY     - 1962     GOOD             USGS
 CH0177  HISTORY     - 1972     GOOD             AZHD
 CH0177
 CH0177                          STATION DESCRIPTION
 CH0177
 CH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0177'ON A GRAVEL RIDGE IN THE BRUSHY PLAINS ABOUT 4-1/2 MILES, AIR
 CH0177'LINE, NORTHEAST OF BOUNDARY MONUMENT NO. 166 (I.B.C.), ABOUT
 CH0177'4 MILES EAST OF THE MAIN HIGHWAY FROM AJO TO SONOYTA, MEXICO,
 CH0177'ABOUT 6 MILES, AIR LINE, NORTHEAST OF SONOYTA CUSTOMHOUSE ON
 CH0177'THE BOUNDARY.  ON THE NORTHWEST BANK OF A BROAD WASH, AND ABOUT
 CH0177'100 FEET NORTHWEST OF AN OLD TRACK ROAD WHICH FORMERLY WAS USED
 CH0177'TO TRAVEL FROM VICINITY OF BOUNDARY MONUMENT NO. 166 (I.B.C.),
 CH0177'TO A WELL AT THE FOOT OF THE AJO MOUNTAINS.  MARKED BY
 CH0177'STANDARD BRONZE DISKS.
 CH0177'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CH0177'IS 15.864 METERS (52.05 FEET) FROM STATION N 39 DEG
 CH0177'46 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CH0177'REFERENCE DISK, IS 14.149 METERS (46.42 FEET)
 CH0177'FROM STATION N 43 DEG 39 MIN W. THE AZIMUTH
 CH0177'MARK, A STANDARD BRONZE DISK, WAS SET ON THE
 CH0177'SAME RIDGE AS THE STATION ABOUT ONE-FOURTH MILE SOUTH
 CH0177'OF IT, ABOUT 15 FEET SOUTHEAST OF THE STOCK TRAIL AND
 CH0177'S 26 DEG 19 MIN W.
 CH0177
 CH0177                          STATION RECOVERY (1958)
 CH0177
 CH0177'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CH0177'STATION, REFERENCE MARK 1 AND 2, AND AZIMUTH MARK WAS RECOVERED
 CH0177'AS DESCRIBED.
 CH0177'
 CH0177'STATION IS LOCATED ON LOW FLAT NORTH-SOUTH RIDGE, 27 FEET
 CH0177'SW OF THE BASE OF LONE BUSH.  161 FEET ESE OF DARK LONE BUSH.
 CH0177'201 FEET WNW OF THE CENTER OF TWO BUSHES.  163 FEET NNE OF
 CH0177'LONE DARK TREE.
 CH0177
 CH0177                          STATION RECOVERY (1962)
 CH0177
 CH0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CH0177'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.  NEW TO REACH
 CH0177'FOLLOWS.
 CH0177'
 CH0177'TO REACH FROM LUKEVILLE, PORT OF ENTRY, GO 0.8 MI N. ALONG HWY.
 CH0177'85 TO Y-JCT.  TURN RIGHT 2.1 MI ALONG DIRT RD. TO WINDMILL THEN
 CH0177'1.9 MI FURTHER TO POINT BETWEEN TWO HILLS.  TURN LEFT FOLLOWING
 CH0177'FAINT TRACK RD. 4.4 MI TO STATION MARK ABOUT 100 FT NW. OF RD.
 CH0177
 CH0177                          STATION RECOVERY (1972)
 CH0177
 CH0177'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0177'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0177'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0860 ***********************************************************************
 CY0860  DESIGNATION -  GRAVEL
 CY0860  PID         -  CY0860
 CY0860  STATE/COUNTY-  AZ/GREENLEE
 CY0860  USGS QUAD   -  DUNCAN (1986)
 CY0860
 CY0860                         *CURRENT SURVEY CONTROL
 CY0860  ___________________________________________________________________
 CY0860* NAD 83(1992)-  32 42 34.98451(N)    109 03 45.28953(W)     ADJUSTED  
 CY0860* NAVD 88     -      1139.2    (meters)    3738.     (feet)  VERTCON   
 CY0860  ___________________________________________________________________
 CY0860  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CY0860  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CY0860
 CY0860  HORZ ORDER  -  SECOND
 CY0860
 CY0860.The horizontal coordinates were established by classical geodetic methods
 CY0860.and adjusted by the National Geodetic Survey in August 1993..
 CY0860
 CY0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0860
 CY0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0860
 CY0860.The geoid height was determined by GEOID03.
 CY0860
 CY0860;                    North         East     Units Scale Factor Converg.
 CY0860;SPC AZ E     -   190,100.903   316,869.293   MT  1.00003207   +0 35 48.1
 CY0860;SPC AZ E     -   623,690.63  1,039,597.42   iFT  1.00003207   +0 35 48.1
 CY0860;UTM  12      - 3,620,766.453   681,590.504   MT  1.00000662   +1 02 50.0
 CY0860
 CY0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0860!SPC AZ E     -   0.99982525  x   1.00003207  =   0.99985731
 CY0860!UTM  12      -   0.99982525  x   1.00000662  =   0.99983187
 CY0860
 CY0860|---------------------------------------------------------------------|
 CY0860| PID    Reference Object                     Distance      Geod. Az  |
 CY0860|                                                           dddmmss.s |
 CY0860| CY0870 GRAVEL RM 1                           9.242 METERS 14445     |
 CY0860| CY0858 FRANK                               APPROX. 3.5 KM 2101623.2 |
 CY0860| CY0869 GRAVEL RM 2                           9.232 METERS 32542     |
 CY0860|---------------------------------------------------------------------|
 CY0860
 CY0860                          SUPERSEDED SURVEY CONTROL
 CY0860
 CY0860  NAD 83(1986)-  32 42 34.97761(N)    109 03 45.28954(W) AD(       ) 2
 CY0860  NGVD 29 (02/22/88) 1138.5    (m)         3735.     (f) VERT ANG       
 CY0860
 CY0860.Superseded values are not recommended for survey control.
 CY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0860.See file dsdata.txt to determine how the superseded data were derived.
 CY0860
 CY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8159120766(NAD 83)
 CY0860_MARKER: DS = TRIANGULATION STATION DISK
 CY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0860+STABILITY: SURFACE MOTION
 CY0860
 CY0860  HISTORY     - Date     Condition        Report By
 CY0860  HISTORY     - 1983     MONUMENTED       AZDT
 CY0860
 CY0860                          STATION DESCRIPTION
 CY0860
 CY0860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0860'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF DUNCAN ALONG THE ROAD
 CY0860'WHICH LEADS TO VIRDEN NEW MEXICO.
 CY0860'
 CY0860'THE STATION MARK IS AN AZDT DISK STAMPED---GRAVEL 1983---.  IT IS SET
 CY0860'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 48 FEET EAST OF THE
 CY0860'CENTER LINE OF THE ROAD AND 3 FEET NORTHEAST OF THE WITNESS POST.
 CY0860'
 CY0860'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAVEL RM 1 1983---.  IT IS
 CY0860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0860'
 CY0860'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAVEL RM 2 1983---.  IT IS
 CY0860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0860'
 CY0860'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, TRAVEL NORTHEAST
 CY0860'FOR 0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.  TRAVEL NORTHEAST
 CY0860'ALONG SR 75 FOR 0.6 MILE TO A FORK.  TURN RIGHT ON THE ROAD WHICH
 CY0860'LEADS TO VIRDEN FOR 2.4 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2244 ***********************************************************************
 DU2244  DESIGNATION -  GRAVEL
 DU2244  PID         -  DU2244
 DU2244  STATE/COUNTY-  AZ/MARICOPA
 DU2244  USGS QUAD   -  MESA (1982)
 DU2244
 DU2244                         *CURRENT SURVEY CONTROL
 DU2244  ___________________________________________________________________
 DU2244* NAD 83(1992)-  33 26 50.64052(N)    111 51 23.14352(W)     ADJUSTED  
 DU2244* NAVD 88     -       367.4    (meters)    1205.     (feet)  VERTCON   
 DU2244  ___________________________________________________________________
 DU2244  X           -  -1,983,358.664 (meters)                     COMP
 DU2244  Y           -  -4,944,621.704 (meters)                     COMP
 DU2244  Z           -   3,495,654.214 (meters)                     COMP
 DU2244  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DU2244  ELLIP HEIGHT-         338.00  (meters)          (06/11/02) GPS OBS
 DU2244  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2244
 DU2244  HORZ ORDER  -  FIRST
 DU2244  ELLP ORDER  -  FOURTH    CLASS II
 DU2244
 DU2244.The horizontal coordinates were established by GPS observations
 DU2244.and adjusted by the National Geodetic Survey in August 1993..
 DU2244
 DU2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2244
 DU2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2244
 DU2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2244
 DU2244.The ellipsoidal height was determined by GPS observations
 DU2244.and is referenced to NAD 83.
 DU2244
 DU2244.The geoid height was determined by GEOID03.
 DU2244
 DU2244;                    North         East     Units Scale Factor Converg.
 DU2244;SPC AZ C     -   271,368.658   218,960.283   MT  0.99990039   +0 01 59.5
 DU2244;SPC AZ C     -   890,317.12    718,373.63   iFT  0.99990039   +0 01 59.5
 DU2244;UTM  12      - 3,701,215.459   420,401.043   MT  0.99967811   -0 28 19.4
 DU2244
 DU2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2244!SPC AZ C     -   0.99994694  x   0.99990039  =   0.99984733
 DU2244!UTM  12      -   0.99994694  x   0.99967811  =   0.99962507
 DU2244
 DU2244                          SUPERSEDED SURVEY CONTROL
 DU2244
 DU2244  ELLIP H (08/23/93)  338.07   (m)                       GP(       ) 4 2
 DU2244  NAD 83(1986)-  33 26 50.63401(N)    111 51 23.14873(W) AD(       ) 1
 DU2244  NGVD 29 (09/11/89)  366.8    (m)         1203.     (f) GPS OBS        
 DU2244
 DU2244.Superseded values are not recommended for survey control.
 DU2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2244.See file dsdata.txt to determine how the superseded data were derived.
 DU2244
 DU2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2040101215(NAD 83)
 DU2244_MARKER: DD = SURVEY DISK
 DU2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2244+STABILITY: SURFACE MOTION
 DU2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2244+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2244
 DU2244  HISTORY     - Date     Condition        Report By
 DU2244  HISTORY     - 1986     MONUMENTED       AZDT
 DU2244
 DU2244                          STATION DESCRIPTION
 DU2244
 DU2244'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2244'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHWEST OF MESA,
 DU2244'ARIZONA.
 DU2244'
 DU2244'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2244'ALMA SCHOOL ROAD, GO SOUTH ON ALMA SCHOOL ROAD FOR 0.8 KM (0.5 MI)
 DU2244'TO THE STATION ON THE LEFT.
 DU2244'
 DU2244'THE STATION IS A STANDARD AGS DISK
 DU2244'STAMPED---GRAVEL 1986---,
 DU2244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2244'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DU2244'1.25 METERS (4.1 FT) SOUTH FROM A WITNESS POST AND SIGN,
 DU2244'1.22 METERS (4.0 FT) NORTH FROM A WITNESS POST AND SIGN,
 DU2244'7.83 METERS (25.7 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND
 DU2244'LANE OF ALMA SCHOOL ROAD,
 DU2244'5.79 METERS (19.0 FT) SOUTHEAST FROM THE END OF A GUARD RAIL.
 DU2244'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2244'STAMPED---GRAVEL 1986---,
 DU2244'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1182 ***********************************************************************
 CZ1182  DESIGNATION -  GRAVEL 2
 CZ1182  PID         -  CZ1182
 CZ1182  STATE/COUNTY-  AZ/PINAL
 CZ1182  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1182
 CZ1182                         *CURRENT SURVEY CONTROL
 CZ1182  ___________________________________________________________________
 CZ1182* NAD 83(1992)-  32 50 02.79130(N)    111 43 10.50645(W)     ADJUSTED  
 CZ1182* NAVD 88     -       450.59   (+/-2cm)    1478.3    (feet)  VERTCON   
 CZ1182  ___________________________________________________________________
 CZ1182  X           -  -1,985,330.761 (meters)                     COMP
 CZ1182  Y           -  -4,983,956.201 (meters)                     COMP
 CZ1182  Z           -   3,438,742.444 (meters)                     COMP
 CZ1182  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CZ1182  ELLIP HEIGHT-         420.53  (meters)          (08/23/93) GPS OBS
 CZ1182  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1182  OBS GRAVITY -     979,397.0   (mgal)                       GRAV_OBS
 CZ1182
 CZ1182  HORZ ORDER  -  THIRD
 CZ1182  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1182  ELLP ORDER  -  FOURTH    CLASS II
 CZ1182
 CZ1182.The horizontal coordinates were established by classical geodetic methods
 CZ1182.and adjusted by the National Geodetic Survey in August 1993..
 CZ1182.No horizontal observational check was made to the station.
 CZ1182
 CZ1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1182.The vertical order pertains to the NGVD 29 superseded value.
 CZ1182
 CZ1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1182
 CZ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1182
 CZ1182.The ellipsoidal height was determined by GPS observations
 CZ1182.and is referenced to NAD 83.
 CZ1182
 CZ1182.The geoid height was determined by GEOID03.
 CZ1182.The observed gravity was obtained from relative gravimeter ties
 CZ1182.to the IGSN71 gravity network.
 CZ1182
 CZ1182;                    North         East     Units Scale Factor Converg.
 CZ1182;SPC AZ C     -   203,372.747   231,810.463   MT  0.99990420   +0 06 24.7
 CZ1182;SPC AZ C     -   667,233.42    760,533.02   iFT  0.99990420   +0 06 24.7
 CZ1182;UTM  12      - 3,633,125.775   432,653.107   MT  0.99965592   -0 23 24.6
 CZ1182
 CZ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1182!SPC AZ C     -   0.99993398  x   0.99990420  =   0.99983819
 CZ1182!UTM  12      -   0.99993398  x   0.99965592  =   0.99958992
 CZ1182
 CZ1182|---------------------------------------------------------------------|
 CZ1182| PID    Reference Object                     Distance      Geod. Az  |
 CZ1182|                                                           dddmmss.s |
 CZ1182| CZ1184 GRAVEL 2 RM 3                        11.251 METERS 08217     |
 CZ1182| CZ2042 GRAVEL AZ MK                        362.116 METERS 14156     |
 CZ1182| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 5.6 KM 3270259.9 |
 CZ1182| CZ1179 GRAVEL                              147.102 METERS 35839     |
 CZ1182|---------------------------------------------------------------------|
 CZ1182
 CZ1182                          SUPERSEDED SURVEY CONTROL
 CZ1182
 CZ1182  NAD 83(1986)-  32 50 02.78739(N)    111 43 10.50846(W) AD(       ) 3
 CZ1182  NAD 27      -  32 50 02.58420(N)    111 43 08.04730(W) AD(       ) 3
 CZ1182  NGVD 29 (??/??/92)  450.033  (m)         1476.48   (f) ADJ UNCH    1 2
 CZ1182
 CZ1182.Superseded values are not recommended for survey control.
 CZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1182.See file dsdata.txt to determine how the superseded data were derived.
 CZ1182
 CZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3265333126(NAD 83)
 CZ1182_MARKER: DS = TRIANGULATION STATION DISK
 CZ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1182_STAMPING: GRAVEL 2 1962
 CZ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1182+STABILITY: SURFACE MOTION
 CZ1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1182+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1984
 CZ1182
 CZ1182  HISTORY     - Date     Condition        Report By
 CZ1182  HISTORY     - 1962     MONUMENTED       CGS
 CZ1182  HISTORY     - 1962     GOOD             CGS
 CZ1182  HISTORY     - 1975     GOOD             AZDT
 CZ1182  HISTORY     - 19840316 GOOD
 CZ1182
 CZ1182                          STATION DESCRIPTION
 CZ1182
 CZ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1182'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF CASA
 CZ1182'GRANDE, ABOUT 1-1/2 MILES SOUTH OF STATE HIGHWAY 84 AND IS
 CZ1182'ABOUT 0.15 MILE NORTHWEST OF THE CASA GRANDE MOUNTAIN PARK
 CZ1182'PICNIC AREA.
 CZ1182'
 CZ1182'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1182'EAST-SOUTHEAST ON STATE HIGHWAY 84 FOR 2.45 MILES TO A CROSSROAD,
 CZ1182'TURN LEFT, CROSS RAILROAD TRACKS AND GO SOUTH ON A SURFACED
 CZ1182'ROAD FOR 1.4 MILES TO A T ROAD, TURN LEFT, GO EAST ON SURFACED
 CZ1182'ROAD FOR 0.25 MILE TO END OF SURFACED ROAD, FOLLOW GRAVEL ROAD
 CZ1182'SOUTH FOR 0.1 MILE, TURN RIGHT, OFF THE ROAD AND GO WEST ABOUT
 CZ1182'450 FEET TO THE STATION.
 CZ1182'
 CZ1182'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 CZ1182'A ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 CZ1182'THE GROUND AND IS STAMPED GRAVEL 2 1962.  THE MARK IS ABOUT
 CZ1182'450 FEET WEST OF A GRAVEL ROAD AND 4 FEET EAST OF A WITNESS
 CZ1182'POST.
 CZ1182'
 CZ1182'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CZ1182'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 CZ1182'GRAVEL 2 NO 3 1962.  THE MARK IS 40.7 FEET EAST-NORTHEAST OF
 CZ1182'WITNESS POST AND 2 FEET NORTH OF A YELLOW 2 X 4 WITNESS POST.
 CZ1182'
 CZ1182'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 CZ1182'ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 CZ1182'STAMPED GRAVEL 2 NO 4 1962.  THE MARK IS 43.5 FEET SOUTHEAST
 CZ1182'OF WITNESS POST AND 2 FEET WEST-SOUTHWEST OF A YELLOW 2 X 4
 CZ1182'WITNESS POST.
 CZ1182'
 CZ1182'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 CZ1182'THE TOP OF THE NORTHEAST CORNER OF A CONCRETE BENCH AT PICNIC
 CZ1182'TABLE.  THE MARK IS 152 FEET SOUTHEAST OF A COVERED PICNIC
 CZ1182'AREA.
 CZ1182'
 CZ1182'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 CZ1182'FOR 0.2 MILE TO THE MARK AS DESCRIBED ABOVE.
 CZ1182'
 CZ1182'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 4 IS 43.36 FEET
 CZ1182'OR 13.219 METERS.
 CZ1182
 CZ1182                          STATION RECOVERY (1962)
 CZ1182
 CZ1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1182'4.2 MI SE FROM CASA GRANDE.
 CZ1182'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1182'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 ON A
 CZ1182'SURFACED ROAD, THENCE 0.1 SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 450
 CZ1182'FEET WEST TO THE STATION, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CZ1182'THE GROUND, 4 FEET EAST OF A WITNESS POST, 36.92 FEET WEST-SOUTHWEST
 CZ1182'OF R.M. 3 AND 41.07 FEET NORTHWEST FROM R. M. 4.
 CZ1182
 CZ1182                          STATION RECOVERY (1975)
 CZ1182
 CZ1182'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1182'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1182'LEFT.  ON THE NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA
 CZ1182'GRANDE.  ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE LINE.  I-8.  105
 CZ1182'FT. EAST OF THE BOTTOM OF A LARGE DRAIN.  3 FT. EAST OF A USC AND GS
 CZ1182'SIGN.  A USC AND GS BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 CZ1182'POST, FLUSH WITH THE GROUND.
 CZ1182
 CZ1182                          STATION RECOVERY (1984)
 CZ1182
 CZ1182'RECOVERED 1984
 CZ1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1184 ***********************************************************************
 CZ1184  DESIGNATION -  GRAVEL 2 RM 3
 CZ1184  PID         -  CZ1184
 CZ1184  STATE/COUNTY-  AZ/PINAL
 CZ1184  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1184
 CZ1184                         *CURRENT SURVEY CONTROL
 CZ1184  ___________________________________________________________________
 CZ1184* NAD 83(1986)-  32 50 02.     (N)    111 43 10.     (W)     SCALED    
 CZ1184* NAVD 88     -       450.17   (+/-2cm)    1476.9    (feet)  VERTCON   
 CZ1184  ___________________________________________________________________
 CZ1184  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1184
 CZ1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1184
 CZ1184.The horizontal coordinates were scaled from a topographic map and have
 CZ1184.an estimated accuracy of +/- 6 seconds.
 CZ1184
 CZ1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1184.The vertical order pertains to the NGVD 29 superseded value.
 CZ1184
 CZ1184.The geoid height was determined by GEOID03.
 CZ1184
 CZ1184;                    North         East    Units  Estimated Accuracy
 CZ1184;SPC AZ C     -   203,350.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1184
 CZ1184                          SUPERSEDED SURVEY CONTROL
 CZ1184
 CZ1184  NGVD 29 (??/??/92)  449.612  (m)         1475.10   (f) ADJ UNCH    1 2
 CZ1184
 CZ1184.Superseded values are not recommended for survey control.
 CZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1184.See file dsdata.txt to determine how the superseded data were derived.
 CZ1184
 CZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326331(NAD 83)
 CZ1184_MARKER: DR = REFERENCE MARK DISK
 CZ1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1184_STAMPING: GRAVEL 2 NO 3 1962
 CZ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1184+STABILITY: SURFACE MOTION
 CZ1184
 CZ1184  HISTORY     - Date     Condition        Report By
 CZ1184  HISTORY     - 1962     MONUMENTED       CGS
 CZ1184  HISTORY     - 1975     GOOD             AZDT
 CZ1184
 CZ1184                          STATION DESCRIPTION
 CZ1184
 CZ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1184'4.2 MI SE FROM CASA GRANDE.
 CZ1184'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1184'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 MILE
 CZ1184'ON A SURFACED ROAD, 0.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 CZ1184'0.1 MILE WEST TO THE MARK, 36.92 FEET EAST-NORTHEAST OF THE STATION,
 CZ1184'40.7 FEET EAST-NORTHEAST OF A WITNESS POST, 2 FEET NORTH OF A YELLOW
 CZ1184'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CZ1184'ABOVE THE GROUND.
 CZ1184
 CZ1184                          STATION RECOVERY (1975)
 CZ1184
 CZ1184'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1184'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1184'LEFT.  ON A NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA GRANDE.
 CZ1184'ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE OF I-8.  35 FT. EAST OF
 CZ1184'THE MAIN STATION AND A USC AND GS SIGN.  140 FT. EAST OF THE BOTTOM OF
 CZ1184'A LARGE DRAIN.  A USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN.
 CZ1184'CYLINDRICAL POST, UP 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1183 ***********************************************************************
 CZ1183  DESIGNATION -  GRAVEL 2 RM 4
 CZ1183  PID         -  CZ1183
 CZ1183  STATE/COUNTY-  AZ/PINAL
 CZ1183  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1183
 CZ1183                         *CURRENT SURVEY CONTROL
 CZ1183  ___________________________________________________________________
 CZ1183* NAD 83(1986)-  32 50 02.     (N)    111 43 10.     (W)     SCALED    
 CZ1183* NAVD 88     -       451.04   (+/-2cm)    1479.8    (feet)  VERTCON   
 CZ1183  ___________________________________________________________________
 CZ1183  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1183
 CZ1183  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1183
 CZ1183.The horizontal coordinates were scaled from a topographic map and have
 CZ1183.an estimated accuracy of +/- 6 seconds.
 CZ1183
 CZ1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1183.The vertical order pertains to the NGVD 29 superseded value.
 CZ1183
 CZ1183.The geoid height was determined by GEOID03.
 CZ1183
 CZ1183;                    North         East    Units  Estimated Accuracy
 CZ1183;SPC AZ C     -   203,350.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1183
 CZ1183                          SUPERSEDED SURVEY CONTROL
 CZ1183
 CZ1183  NGVD 29 (??/??/92)  450.481  (m)         1477.95   (f) ADJ UNCH    1 2
 CZ1183
 CZ1183.Superseded values are not recommended for survey control.
 CZ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1183.See file dsdata.txt to determine how the superseded data were derived.
 CZ1183
 CZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326331(NAD 83)
 CZ1183_MARKER: DR = REFERENCE MARK DISK
 CZ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1183_STAMPING: GRAVEL 2 NO 4 1962
 CZ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1183+STABILITY: SURFACE MOTION
 CZ1183
 CZ1183  HISTORY     - Date     Condition        Report By
 CZ1183  HISTORY     - 1962     MONUMENTED       CGS
 CZ1183  HISTORY     - 1975     GOOD             AZDT
 CZ1183
 CZ1183                          STATION DESCRIPTION
 CZ1183
 CZ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1183'4.2 MI SE FROM CASA GRANDE.
 CZ1183'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1183'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 MILE
 CZ1183'ON A SURFACED ROAD, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 CZ1183'ABOUT 0.1 MILE WEST TO THE MARK, 41.07 FEET SOUTHEAST OF THE STATION,
 CZ1183'43.5 FEET SOUTHEAST OF A WITNESS POST, 2 FEET WEST-SOUTHWEST OF A 2 X
 CZ1183'4 (YELLOW) WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CZ1183'PROJECTING 2 INCHES.
 CZ1183
 CZ1183                          STATION RECOVERY (1975)
 CZ1183
 CZ1183'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1183'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1183'LEFT.  ON THE NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA
 CZ1183'GRANDE.  ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE OF I-8.  40 FT.
 CZ1183'SOUTH OF THE MAIN STATION AND A USC AND GS SIGN.  120 FT. EAST OF THE
 CZ1183'BOTTOM OF A LARGE DRAIN.  A USC AND GS REFERENCE MARK BRASS CAP, SET
 CZ1183'IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ2042 ***********************************************************************
 CZ2042  DESIGNATION -  GRAVEL AZ MK
 CZ2042  PID         -  CZ2042
 CZ2042  STATE/COUNTY-  AZ/PINAL
 CZ2042  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2042
 CZ2042                         *CURRENT SURVEY CONTROL
 CZ2042  ___________________________________________________________________
 CZ2042* NAD 83(1992)-  32 49 53.53721(N)    111 43 01.92118(W)     ADJUSTED  
 CZ2042* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 CZ2042  ___________________________________________________________________
 CZ2042  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CZ2042  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2042
 CZ2042  HORZ ORDER  -  THIRD
 CZ2042
 CZ2042.The horizontal coordinates were established by classical geodetic methods
 CZ2042.and adjusted by the National Geodetic Survey in August 1993..
 CZ2042
 CZ2042.The orthometric height was scaled from a topographic map.
 CZ2042
 CZ2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2042
 CZ2042.The geoid height was determined by GEOID03.
 CZ2042
 CZ2042;                    North         East     Units Scale Factor Converg.
 CZ2042;SPC AZ C     -   203,088.113   232,034.263   MT  0.99990430   +0 06 29.3
 CZ2042;SPC AZ C     -   666,299.58    761,267.27   iFT  0.99990430   +0 06 29.3
 CZ2042;UTM  12      - 3,632,839.281   432,874.373   MT  0.99965556   -0 23 19.9
 CZ2042
 CZ2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2042!SPC AZ C     -   0.99993054  x   0.99990430  =   0.99983485
 CZ2042!UTM  12      -   0.99993054  x   0.99965556  =   0.99958612
 CZ2042
 CZ2042|---------------------------------------------------------------------|
 CZ2042| PID    Reference Object                     Distance      Geod. Az  |
 CZ2042|                                                           dddmmss.s |
 CZ2042| CZ1182 GRAVEL 2                            362.116 METERS 32156     |
 CZ2042| CZ1179 GRAVEL                              488.013 METERS 3321856.0 |
 CZ2042|---------------------------------------------------------------------|
 CZ2042
 CZ2042                          SUPERSEDED SURVEY CONTROL
 CZ2042
 CZ2042  NAD 83(1986)-  32 49 53.53334(N)    111 43 01.92324(W) AD(       ) 3
 CZ2042  NAD 27      -  32 49 53.33100(N)    111 42 59.46400(W) AD(       ) 3
 CZ2042
 CZ2042.Superseded values are not recommended for survey control.
 CZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2042.See file dsdata.txt to determine how the superseded data were derived.
 CZ2042
 CZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3287432839(NAD 83)
 CZ2042_MARKER: DS = TRIANGULATION STATION DISK
 CZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2042+STABILITY: SURFACE MOTION
 CZ2042
 CZ2042  HISTORY     - Date     Condition        Report By
 CZ2042  HISTORY     - 1960     MONUMENTED       CGS
 CZ2042
 CZ2042                          STATION DESCRIPTION
 CZ2042
 CZ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ2042'REACHED FROM THE POST OFFICE IN CASA GRANDE, GO EAST SOUTHEAST
 CZ2042'ON STATE HIGHWAY 84, FOR 2.4 MILES TO A CROSS ROAD, TURN RIGHT,
 CZ2042'SOUTH, ACROSS THE RAIL ROAD TRACKS, ON THE MACADAM ROAD AND
 CZ2042'GO 2.4 MILES TO A T ROAD, TURN LEFT AND GO EAST ON THE MACADAM
 CZ2042'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.  (TO REACH THE
 CZ2042'AZIMUTH MARK CONTINUE AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT,
 CZ2042'TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CZ2042'
 CZ2042'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1960, CEMENTED
 CZ2042'IN DRILL HOLE IN A CONCRETE BENCH OF PICNIC TABLE, 152 FEET
 CZ2042'SOUTHWEST OF THE PICNIC SHELTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0287 ***********************************************************************
 GQ0287  DESIGNATION -  GRAVEL RESET
 GQ0287  PID         -  GQ0287
 GQ0287  STATE/COUNTY-  AZ/COCONINO
 GQ0287  USGS QUAD   -  WHITE SAGE FLAT (1988)
 GQ0287
 GQ0287                         *CURRENT SURVEY CONTROL
 GQ0287  ___________________________________________________________________
 GQ0287* NAD 83(1992)-  36 46 24.93976(N)    112 27 51.97808(W)     ADJUSTED  
 GQ0287* NAVD 88     -      1729.6    (meters)    5675.     (feet)  VERTCON   
 GQ0287  ___________________________________________________________________
 GQ0287  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 GQ0287  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GQ0287
 GQ0287  HORZ ORDER  -  SECOND
 GQ0287
 GQ0287.The horizontal coordinates were established by classical geodetic methods
 GQ0287.and adjusted by the National Geodetic Survey in August 1993..
 GQ0287
 GQ0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0287
 GQ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0287
 GQ0287.The geoid height was determined by GEOID03.
 GQ0287
 GQ0287;                    North         East     Units Scale Factor Converg.
 GQ0287;SPC AZ C     -   640,487.060   164,462.421   MT  0.99992945   -0 19 40.6
 GQ0287;SPC AZ C     - 2,101,335.50    539,574.87   iFT  0.99992945   -0 19 40.6
 GQ0287;UTM  12      - 4,070,756.914   369,310.656   MT  0.99981042   -0 52 36.5
 GQ0287
 GQ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0287!SPC AZ C     -   0.99973213  x   0.99992945  =   0.99966159
 GQ0287!UTM  12      -   0.99973213  x   0.99981042  =   0.99954260
 GQ0287
 GQ0287:                Primary Azimuth Mark                     Grid Az
 GQ0287:SPC AZ C     -  GRAVEL AZ MK                             105 21 40.0
 GQ0287:UTM  12      -  GRAVEL AZ MK                             105 54 35.9
 GQ0287
 GQ0287|---------------------------------------------------------------------|
 GQ0287| PID    Reference Object                     Distance      Geod. Az  |
 GQ0287|                                                           dddmmss.s |
 GQ0287| CH2378 GRAVEL AZ MK                                       1050159.4 |
 GQ0287| CH2380 GRAVEL RM 2                           6.089 METERS 11200     |
 GQ0287| CH2379 GRAVEL RM 1                           6.099 METERS 20319     |
 GQ0287|---------------------------------------------------------------------|
 GQ0287
 GQ0287                          SUPERSEDED SURVEY CONTROL
 GQ0287
 GQ0287  NAD 83(1986)-  36 46 24.93396(N)    112 27 51.97157(W) AD(       ) 2
 GQ0287  NAD 27      -  36 46 24.97300(N)    112 27 49.28900(W) AD(       ) 2
 GQ0287  NGVD 29 (07/19/86) 1728.6    (m)         5671.     (f) VERT ANG       
 GQ0287
 GQ0287.Superseded values are not recommended for survey control.
 GQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0287.See file dsdata.txt to determine how the superseded data were derived.
 GQ0287
 GQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6931170757(NAD 83)
 GQ0287_MARKER: DS = TRIANGULATION STATION DISK
 GQ0287_SETTING: 80 = SET IN A BOULDER
 GQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0287+STABILITY: SURFACE MOTION
 GQ0287
 GQ0287  HISTORY     - Date     Condition        Report By
 GQ0287  HISTORY     - 1953     MONUMENTED       CGS
 GQ0287  HISTORY     - 1972     GOOD             AZHD
 GQ0287
 GQ0287                          STATION DESCRIPTION
 GQ0287
 GQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0287'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF FREDONIA,
 GQ0287'ABOUT 13 MILES WEST-NORTHWEST OF JACOB LAKE AND ABOUT 9 MILES
 GQ0287'NORTHWEST OF THE RYAN RANGER STATION.  THE STATION IS ON THE
 GQ0287'HIGHEST POINT AND AT THE EXTREME NORTH END OF A PROMINENT
 GQ0287'GRAVELLY RIDGE WHICH IS BARE EXCEPT FOR A SCATTERED GROWTH
 GQ0287'OF JUNIPER AND PINYON TREES ON THE SOUTH END AND ON THE SLOPES.
 GQ0287'
 GQ0287'THE STATION CAN BE REACHED FROM THE ARIZONA INSPECTION STATION
 GQ0287'IN FREDONIA BY DRIVING SOUTHEAST ALONG U.S. HIGHWAY 89 FOR 1.4
 GQ0287'MILES TO A T-ROAD RIGHT AT SIGN RYAN 22-BIG SPRINGS 27.  TURN
 GQ0287'RIGHT AND FOLLOW GRAVEL ROAD (SOUTHEASTERLY) FOR 12.0 MILES
 GQ0287'TO A ROAD RIGHT WHICH IS JUST AFTER PASSING A LARGE PIT,
 GQ0287'APPARENTLY DUG BY THE HIGHWAY DEPARTMENT FOR ROAD SURFACING
 GQ0287'MATERIAL.  TURN RIGHT, LEAVING GRAVEL ROAD, AND FOLLOW DIRT
 GQ0287'ROAD FOR 2.8 MILES TO A WIRE GATE.  PASS THROUGH GATE AND
 GQ0287'CONTINUE FOR 0.75 MILE TO THE AZIMUTH MARK AT A Y-FORK AS
 GQ0287'DESCRIBED BELOW.  TAKE THE RIGHT FORK (NORTHWESTERLY) FOR
 GQ0287'0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE, THENCE BEAR
 GQ0287'LEFT (SOUTHWEST) AND CONTINUE ACROSS COUNTRY FOR 0.4 MILE
 GQ0287'TO THE NORTH END OF THE RIDGE AND THE STATION.  A DRIVE
 GQ0287'STATION WITH A 4-WHEEL DRIVE VEHICLE AND POSSIBLY A 5
 GQ0287'MINUTE PACK WITH A 2-WHEEL DRIVE VEHICLE.
 GQ0287'
 GQ0287'THE STATION MARK IS A STANDARD DISK OF THE U.S. COAST AND
 GQ0287'GEODETIC SURVEY STAMPED GRAVEL USGS 1953.  THIS MARK IS SET
 GQ0287'IN A DRILL HOLE WHICH WAS ESTABLISHED AND USED BY THE U.S.
 GQ0287'GEOLOGICAL SURVEY AS THEIR STATION.  THE BOULDER IN WHICH
 GQ0287'THE STATION IS SET IS APPROXIMATELY 16 X 18-INCHES AND PROJECTS
 GQ0287'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  THE STATION IS
 GQ0287'REFERENCED BY 2 U.S. GEOLOGICAL SURVEY REFERENCE DISKS.  THE
 GQ0287'STATION IS ABOUT 45 YARDS SOUTH OF THE NORTH END OF THE
 GQ0287'NORTH-SOUTH RIDGE, ABOUT 17 YARDS NORTH OF THE JUNCTION OF
 GQ0287'A SPUR RIDGE LEADING WEST AND 8 FEET SOUTH OF A 4 X 4-INCH
 GQ0287'WITNESS POST.
 GQ0287'
 GQ0287'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0287'STAMPED GRAVEL NO 1, IS SET IN THE TOP OF A 6 X 10-INCH BURIED
 GQ0287'BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT
 GQ0287'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GQ0287'
 GQ0287'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0287'STAMPED GRAVEL NO 2, IS SET IN THE TOP OF A 12 X 8-INCH BURIED
 GQ0287'BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 GQ0287'ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0287'
 GQ0287'THE AZIMUTH MARK IS ABOUT 55 YARDS NORTH OF A ROAD FORK, ABOUT
 GQ0287'34 YARDS WEST-NORTHWEST OF THE EDGE OF THE ROAD, ABOUT 31
 GQ0287'YARDS NORTHEAST OF A LONE PINYON TREE AND 18 INCHES EAST
 GQ0287'OF A 4-INCH SQUARE WITNESS POST, AROUND WHICH IS BUILT A
 GQ0287'CAIRN.  THE MARK IS A STANDARD DISK OF THE U.S. COAST AND
 GQ0287'GEODETIC SURVEY STAMPED GRAVEL USGS 1953.  IT IS SET IN THE TOP
 GQ0287'OF A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 GQ0287'GROUND.
 GQ0287
 GQ0287                          STATION RECOVERY (1972)
 GQ0287
 GQ0287'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0287'GENERAL LOCATION-ABOUT 13 MILES ESE OF FREDONIA AND ABOUT
 GQ0287'13 MILES WNW OF JACOB LAKE AND ABOUT 9 MILES NW OF RYAN
 GQ0287'RANGER STATION
 GQ0287'
 GQ0287'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0287'
 GQ0287'STATION MARK-STD USC AND GS BC SET IN DRILL HOLE ESTABLISHED
 GQ0287'BY USGS STAMPED GRAVEL USGS 1953
 GQ0287'
 GQ0287'REFERENCE MARKS-STD USGS BCS SET IN BURIED BOULDERS
 GQ0287'STAMPED GRAVEL NO 1 AND GRAVEL NO 2 COND. GOOD
 GQ0287'
 GQ0287'AZIMUTH MARK-STD USC AND GS BC SET IN TOP OF A BOULDER
 GQ0287'STAMPED GRAVEL USGS 1953
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1181 ***********************************************************************
 CZ1181  DESIGNATION -  GRAVEL RM 1
 CZ1181  PID         -  CZ1181
 CZ1181  STATE/COUNTY-  AZ/PINAL
 CZ1181  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1181
 CZ1181                         *CURRENT SURVEY CONTROL
 CZ1181  ___________________________________________________________________
 CZ1181* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1181* NAVD 88     -       445.74   (+/-2cm)    1462.4    (feet)  VERTCON   
 CZ1181  ___________________________________________________________________
 CZ1181  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1181
 CZ1181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1181
 CZ1181.The horizontal coordinates were scaled from a topographic map and have
 CZ1181.an estimated accuracy of +/- 6 seconds.
 CZ1181
 CZ1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1181.The vertical order pertains to the NGVD 29 superseded value.
 CZ1181
 CZ1181.The geoid height was determined by GEOID03.
 CZ1181
 CZ1181;                    North         East    Units  Estimated Accuracy
 CZ1181;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1181
 CZ1181                          SUPERSEDED SURVEY CONTROL
 CZ1181
 CZ1181  NGVD 29 (??/??/92)  445.187  (m)         1460.58   (f) ADJ UNCH    2 0
 CZ1181
 CZ1181.Superseded values are not recommended for survey control.
 CZ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1181.See file dsdata.txt to determine how the superseded data were derived.
 CZ1181
 CZ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1181_MARKER: DR = REFERENCE MARK DISK
 CZ1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1181_STAMPING: GRAVEL NO 1 1960
 CZ1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1181+STABILITY: SURFACE MOTION
 CZ1181
 CZ1181  HISTORY     - Date     Condition        Report By
 CZ1181  HISTORY     - 1960     MONUMENTED       CGS
 CZ1181
 CZ1181                          STATION DESCRIPTION
 CZ1181
 CZ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1181'2.6 MI SE FROM CASA GRANDE.
 CZ1181'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1181'84 TO A BLACKTOP ROAD WHICH MAKES T INTERSECTION WITH THE HIGHWAY,
 CZ1181'THENCE 0.2 MILE EAST ON THE BLACKTOP ROAD.  R M 1 IS 103 FEET SOUTH OF
 CZ1181'CENTER OF ROAD, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1181'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1180 ***********************************************************************
 CZ1180  DESIGNATION -  GRAVEL RM 2
 CZ1180  PID         -  CZ1180
 CZ1180  STATE/COUNTY-  AZ/PINAL
 CZ1180  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1180
 CZ1180                         *CURRENT SURVEY CONTROL
 CZ1180  ___________________________________________________________________
 CZ1180* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1180* NAVD 88     -       445.60   (+/-2cm)    1461.9    (feet)  VERTCON   
 CZ1180  ___________________________________________________________________
 CZ1180  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1180
 CZ1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1180
 CZ1180.The horizontal coordinates were scaled from a topographic map and have
 CZ1180.an estimated accuracy of +/- 6 seconds.
 CZ1180
 CZ1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1180.The vertical order pertains to the NGVD 29 superseded value.
 CZ1180
 CZ1180.The geoid height was determined by GEOID03.
 CZ1180
 CZ1180;                    North         East    Units  Estimated Accuracy
 CZ1180;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1180
 CZ1180                          SUPERSEDED SURVEY CONTROL
 CZ1180
 CZ1180  NGVD 29 (??/??/92)  445.052  (m)         1460.14   (f) ADJ UNCH    2 0
 CZ1180
 CZ1180.Superseded values are not recommended for survey control.
 CZ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1180.See file dsdata.txt to determine how the superseded data were derived.
 CZ1180
 CZ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1180_MARKER: DR = REFERENCE MARK DISK
 CZ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1180_STAMPING: GRAVEL NO 2 1960
 CZ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1180+STABILITY: SURFACE MOTION
 CZ1180
 CZ1180  HISTORY     - Date     Condition        Report By
 CZ1180  HISTORY     - 1960     MONUMENTED       CGS
 CZ1180
 CZ1180                          STATION DESCRIPTION
 CZ1180
 CZ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1180'2.6 MI SE FROM CASA GRANDE.
 CZ1180'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1180'84 TO A BLACKTOP ROAD MAKING A T INTERSECTION WITH THE HIGHWAY, THENCE
 CZ1180'0.2 MILE EAST ON BLACKTOP ROAD.  GRAVEL R M 2 IS 141 FEET SOUTH OF THE
 CZ1180'CENTER OF THE ROAD, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1180'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0982 ***********************************************************************
 ET0982  DESIGNATION -  GRAY
 ET0982  PID         -  ET0982
 ET0982  STATE/COUNTY-  AZ/YAVAPAI
 ET0982  USGS QUAD   -  HILLSIDE (1969)
 ET0982
 ET0982                         *CURRENT SURVEY CONTROL
 ET0982  ___________________________________________________________________
 ET0982* NAD 83(1992)-  34 25 32.46081(N)    112 57 33.86375(W)     ADJUSTED  
 ET0982* NAVD 88     -      1498.4    (meters)    4916.     (feet)  VERTCON   
 ET0982  ___________________________________________________________________
 ET0982  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 ET0982  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 ET0982
 ET0982  HORZ ORDER  -  SECOND
 ET0982
 ET0982.The horizontal coordinates were established by classical geodetic methods
 ET0982.and adjusted by the National Geodetic Survey in August 1993..
 ET0982
 ET0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0982
 ET0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0982
 ET0982.The geoid height was determined by GEOID03.
 ET0982
 ET0982;                    North         East     Units Scale Factor Converg.
 ET0982;SPC AZ C     -   380,361.684   117,517.544   MT  1.00001319   -0 35 22.4
 ET0982;SPC AZ C     - 1,247,905.79    385,556.25   iFT  1.00001319   -0 35 22.4
 ET0982;SPC AZ W     -   380,164.713   286,028.448   MT  0.99999840   +0 26 49.1
 ET0982;SPC AZ W     - 1,247,259.56    938,413.54   iFT  0.99999840   +0 26 49.1
 ET0982;UTM  12      - 3,811,097.484   319,947.876   MT  0.99999961   -1 06 28.9
 ET0982
 ET0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0982!SPC AZ C     -   0.99976927  x   1.00001319  =   0.99978246
 ET0982!SPC AZ W     -   0.99976927  x   0.99999840  =   0.99976767
 ET0982!UTM  12      -   0.99976927  x   0.99999961  =   0.99976888
 ET0982
 ET0982:                Primary Azimuth Mark                     Grid Az
 ET0982:SPC AZ C     -  SHERIDAN                                 013 46 22.3
 ET0982:SPC AZ W     -  SHERIDAN                                 012 44 10.8
 ET0982:UTM  12      -  SHERIDAN                                 014 17 28.8
 ET0982
 ET0982|---------------------------------------------------------------------|
 ET0982| PID    Reference Object                     Distance      Geod. Az  |
 ET0982|                                                           dddmmss.s |
 ET0982| ET1002 SHERIDAN                            APPROX.31.3 KM 0131059.9 |
 ET0982| CH2386 GRAY RM 2                            20.166 METERS 10007     |
 ET0982| CH2385 GRAY RM 1                             7.199 METERS 34431     |
 ET0982|---------------------------------------------------------------------|
 ET0982
 ET0982                          SUPERSEDED SURVEY CONTROL
 ET0982
 ET0982  NAD 83(1986)-  34 25 32.45950(N)    112 57 33.86816(W) AD(       ) 2
 ET0982  NAD 27      -  34 25 32.37765(N)    112 57 31.19387(W) AD(       ) 2
 ET0982  NGVD 29 (07/19/86) 1497.6    (m)         4913.     (f) VERT ANG       
 ET0982
 ET0982.Superseded values are not recommended for survey control.
 ET0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0982.See file dsdata.txt to determine how the superseded data were derived.
 ET0982
 ET0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1994811097(NAD 83)
 ET0982_MARKER: DD = SURVEY DISK
 ET0982_SETTING: 0 = UNSPECIFIED SETTING
 ET0982
 ET0982  HISTORY     - Date     Condition        Report By
 ET0982  HISTORY     - 1969     MONUMENTED       USGS
 ET0982
 ET0982                          STATION DESCRIPTION
 ET0982
 ET0982'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0982'LOCATED ABOUT 21.0 MI. (AIRLINE) NNW. OF CONGRESS.  16.8 MI. W. OF
 ET0982'KIRLAND.  5.0 MI. W. OF HILLSIDE.  ON A HIGH ROCKY TOP IN THE
 ET0982'MCCLOUD MOUNTAINS.
 ET0982'
 ET0982'TO REACH FROM THE SCHOOLHOUSE IN HILLSIDE GO N. FOR 0.5 MI. TO A
 ET0982'RD. JUNCTION.  TAKE PAVED RD. FORK LEFT FOR 0.1 MI. TO A DIRT RD. TO
 ET0982'LEFT LEADING TO WEEKES RANCH.  TAKE RD. FORK LEFT TO WEEKES RANCH
 ET0982'FOR 0.8 MI. TO RANCH HEADQUARTERS.  (STOP AT RANCH HOUSE AND
 ET0982'INQUIRE ABOUT KEY TO LOCKED GATE).  PASS THROUGH RANCH BUILDINGS
 ET0982'AND FOLLOW OLD RD. UP DRAINAGE FOR 2.2 MI. TO SADDLE AND DIM RD.
 ET0982'FORK LEFT.  LEAVE TRUCK AND PACK S. TO HIGHEST POINT AND STATION
 ET0982'MARK.  ABOUT A TEN MINUTE PACK.  (4-WHEEL DRIVE REQUIRED FROM
 ET0982'RANCH HEADQUARTERS.
 ET0982'
 ET0982'STATION MARK--A STANDARD USGS TABLET STAMPED GRAY 1969 CEMENTED IN
 ET0982'STONE.
 ET0982'
 ET0982'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0982'NO 1 1969 CEMENTED IN STONE, 0.6 FT. BELOW STATION MARK.
 ET0982'
 ET0982'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0982'NO 2 1969 CEMENTED IN STONE, 0.8 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0576 ***********************************************************************
 FQ0576  DESIGNATION -  GRAY
 FQ0576  PID         -  FQ0576
 FQ0576  STATE/COUNTY-  AZ/COCONINO
 FQ0576  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0576
 FQ0576                         *CURRENT SURVEY CONTROL
 FQ0576  ___________________________________________________________________
 FQ0576* NAD 83(1992)-  35 44 47.24034(N)    111 28 00.39045(W)     ADJUSTED  
 FQ0576* NAVD 88     -      1531.9    (meters)    5026.     (feet)  VERTCON   
 FQ0576  ___________________________________________________________________
 FQ0576  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FQ0576  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0576
 FQ0576  HORZ ORDER  -  SECOND
 FQ0576
 FQ0576.The horizontal coordinates were established by classical geodetic methods
 FQ0576.and adjusted by the National Geodetic Survey in August 1993..
 FQ0576
 FQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0576
 FQ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0576
 FQ0576.The geoid height was determined by GEOID03.
 FQ0576
 FQ0576;                    North         East     Units Scale Factor Converg.
 FQ0576;SPC AZ C     -   526,476.597   254,049.390   MT  0.99992039   +0 15 46.2
 FQ0576;SPC AZ C     - 1,727,285.42    833,495.37   iFT  0.99992039   +0 15 46.2
 FQ0576;UTM  12      - 3,955,927.706   457,796.269   MT  0.99962195   -0 16 21.7
 FQ0576
 FQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0576!SPC AZ C     -   0.99976337  x   0.99992039  =   0.99968378
 FQ0576!UTM  12      -   0.99976337  x   0.99962195  =   0.99938541
 FQ0576
 FQ0576|---------------------------------------------------------------------|
 FQ0576| PID    Reference Object                     Distance      Geod. Az  |
 FQ0576|                                                           dddmmss.s |
 FQ0576| CH2383 GRAY RM 1                             9.970 METERS 02610     |
 FQ0576| CH2384 GRAY RM 2                            12.137 METERS 20526     |
 FQ0576| FQ0698 WAUNETA                             APPROX. 6.2 KM 2111927.4 |
 FQ0576|---------------------------------------------------------------------|
 FQ0576
 FQ0576                          SUPERSEDED SURVEY CONTROL
 FQ0576
 FQ0576  NAD 83(1986)-  35 44 47.24110(N)    111 28 00.38771(W) AD(       ) 2
 FQ0576  NAD 27      -  35 44 47.24777(N)    111 27 57.86542(W) AD(       ) 2
 FQ0576  NGVD 29 (07/19/86) 1531.0    (m)         5023.     (f) VERT ANG       
 FQ0576
 FQ0576.Superseded values are not recommended for survey control.
 FQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0576.See file dsdata.txt to determine how the superseded data were derived.
 FQ0576
 FQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5779655928(NAD 83)
 FQ0576_MARKER: DS = TRIANGULATION STATION DISK
 FQ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0576
 FQ0576  HISTORY     - Date     Condition        Report By
 FQ0576  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0576
 FQ0576                          STATION DESCRIPTION
 FQ0576
 FQ0576'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0576'THE STATION IS ABOUT 9.2 MILES SOUTHWEST OF CAMERON, 0.3 MILE
 FQ0576'NORTHEAST OF GRAY MOUNTEN TRADING POST, EAST OF HWY. 89 AND NEAR
 FQ0576'A POWERLINE.
 FQ0576'
 FQ0576'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED GRAY 1976 SET
 FQ0576'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND MARKED WITH A WITNESS
 FQ0576'POST AND SIGN 4 FEET TO EAST NORTHEAST.  THE STATION IS 22.8 FEET
 FQ0576'WEST OF CENTERLINE OF A POWERLINE AND 32 FEET NORTH NORTHWEST OF
 FQ0576'POWER POLE NO. 73.
 FQ0576'
 FQ0576'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED GRAY RM 1
 FQ0576'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 FQ0576'0.3 FEET.  THE MARK IS 22 FEET WEST OF POWERLINE AND 59 FEET
 FQ0576'NORTHWEST OF POWER POLE NO. 73.
 FQ0576'
 FQ0576'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED GRAY RM 2
 FQ0576'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 FQ0576'0.3 FEET.  THE MARK IS 29 FEET SOUTH SOUTHWEST OF POWER POLE NO. 73
 FQ0576'AND 22 FEET WEST OF CENTER OF POWERLINE.
 FQ0576'
 FQ0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 6
 FQ0576'MILES EAST OF FLAGSTAFF, TRAVEL NORTH ON HWY. 89 TO GRAY MTN (MILE
 FQ0576'POST 457.1), TURN RIGHT, EAST, BETWEEN GRAY MTN. MOTEL AND SHELL
 FQ0576'SERVICE STATION AND FOLLOW ROAD FOR 0.14 MILE TO WATER TANKS ON
 FQ0576'THE LEFT, CONTINUE EAST FOR 0.04 MILE TO A WIRE GATE, PASS
 FQ0576'THROUGH GATE AND CONTINUE FOR 0.17 MILE TO A POWERLINE, TURN
 FQ0576'LEFT, NORTH, ON POWERLINE ROAD FOR 0.21 MILE TO STATION ON THE
 FQ0576'LEFT.
 FQ0576'
 FQ0576'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FQ0685 ***********************************************************************
 FQ0685  DESIGNATION -  GRAY
 FQ0685  PID         -  FQ0685
 FQ0685  STATE/COUNTY-  AZ/COCONINO
 FQ0685  USGS QUAD   -  PARKS (1974)
 FQ0685
 FQ0685                         *CURRENT SURVEY CONTROL
 FQ0685  ___________________________________________________________________
 FQ0685* NAD 83(1992)-  35 17 57.13071(N)    111 57 33.57160(W)     ADJUSTED  
 FQ0685* NAVD 88     -      2386.4    (meters)    7829.     (feet)  VERTCON   
 FQ0685  ___________________________________________________________________
 FQ0685  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FQ0685  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0685
 FQ0685  HORZ ORDER  -  SECOND
 FQ0685
 FQ0685.The horizontal coordinates were established by classical geodetic methods
 FQ0685.and adjusted by the National Geodetic Survey in August 1993..
 FQ0685
 FQ0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0685
 FQ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0685
 FQ0685.The geoid height was determined by GEOID03.
 FQ0685
 FQ0685;                    North         East     Units Scale Factor Converg.
 FQ0685;SPC AZ C     -   476,766.302   209,480.375   MT  0.99990019   -0 01 28.7
 FQ0685;SPC AZ C     - 1,564,193.90    687,271.57   iFT  0.99990019   -0 01 28.7
 FQ0685;UTM  12      - 3,906,646.319   412,778.447   MT  0.99969375   -0 33 15.8
 FQ0685
 FQ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0685!SPC AZ C     -   0.99962921  x   0.99990019  =   0.99952943
 FQ0685!UTM  12      -   0.99962921  x   0.99969375  =   0.99932307
 FQ0685
 FQ0685|---------------------------------------------------------------------|
 FQ0685| PID    Reference Object                     Distance      Geod. Az  |
 FQ0685|                                                           dddmmss.s |
 FQ0685| CH2382 GRAY RM 2                            10.004 METERS 06520     |
 FQ0685| FQ0679 WALKER                              APPROX.10.4 KM 1010642.4 |
 FQ0685| CH2381 GRAY RM 1                             6.369 METERS 35131     |
 FQ0685|---------------------------------------------------------------------|
 FQ0685
 FQ0685                          SUPERSEDED SURVEY CONTROL
 FQ0685
 FQ0685  NAD 83(1986)-  35 17 57.12835(N)    111 57 33.56821(W) AD(       ) 2
 FQ0685  NAD 27      -  35 17 57.09840(N)    111 57 30.98440(W) AD(       ) 2
 FQ0685  NGVD 29 (05/08/89) 2385.3    (m)         7826.     (f) VERT ANG       
 FQ0685
 FQ0685.Superseded values are not recommended for survey control.
 FQ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0685.See file dsdata.txt to determine how the superseded data were derived.
 FQ0685
 FQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1277806646(NAD 83)
 FQ0685_MARKER: DS = TRIANGULATION STATION DISK
 FQ0685_SETTING: 80 = SET IN A BOULDER
 FQ0685_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0685
 FQ0685  HISTORY     - Date     Condition        Report By
 FQ0685  HISTORY     - 1958     MONUMENTED       CGS
 FQ0685  HISTORY     - 1965     GOOD             USGS
 FQ0685
 FQ0685                          STATION DESCRIPTION
 FQ0685
 FQ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0685'THE STATION IS LOCATED ON THE TOP OF A TREE COVERED MOUNTAIN
 FQ0685'THAT IS ABOUT 15 MILES NORTHEAST OF WILLIAMS, 3 MILES NORTHWEST
 FQ0685'OF PARKS AND 3 MILES SOUTHEAST OF SITE.  GREAVES MOUNTAIN.
 FQ0685'
 FQ0685'TO REACH THE STATION FROM PARKS (THIS IS ABOUT 18 MILES WEST
 FQ0685'OF FLAGSTAFF) GO NORTH ON A GRAVELED ROAD THAT IS ON THE WEST
 FQ0685'SIDE OF THE STORE FOR 2.3 MILES TO A TRACK ROAD LEFT AND THE
 FQ0685'EL PASO NATURAL GAS CO. PIPELINE, TURN LEFT, WEST, FOLLOW THE
 FQ0685'TRACK ROAD ALONG THE PIPELINE FOR 0.4 MILE TO A METAL GATE,
 FQ0685'PASS THROUGH THE GATE AND CONTINUE WEST ALONG THE PIPELINE FOR
 FQ0685'0.3 MILE TO THE HIGHEST PART OF THE RIDGE AND THE END OF TRUCK
 FQ0685'TRAVEL.  FROM HERE PACK NORTH UPHILL FOR ABOUT 30 MINUTES TO
 FQ0685'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 FQ0685'
 FQ0685'THE STATION MARK, STAMPED GRAY 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0685'AND IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 FQ0685'
 FQ0685'REFERENCE MARK NO. 1, STAMPED GRAY NO 1 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND
 FQ0685'IS ON THE SAME ELEVATION AS THE STATION.
 FQ0685'
 FQ0685'REFERENCE MARK NO. 2, STAMPED GRAY NO 2 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0685'AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 FQ0685
 FQ0685                          STATION RECOVERY (1965)
 FQ0685
 FQ0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0491 ***********************************************************************
 GP0491  DESIGNATION -  GRAY HILL
 GP0491  PID         -  GP0491
 GP0491  STATE/COUNTY-  AZ/COCONINO
 GP0491  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0491
 GP0491                         *CURRENT SURVEY CONTROL
 GP0491  ___________________________________________________________________
 GP0491* NAD 83(1992)-  36 02 02.66236(N)    111 23 54.71758(W)     ADJUSTED  
 GP0491* NAVD 88     -      1334.7    (meters)    4379.     (feet)  VERTCON   
 GP0491  ___________________________________________________________________
 GP0491  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0491  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 GP0491
 GP0491  HORZ ORDER  -  SECOND
 GP0491
 GP0491.The horizontal coordinates were established by classical geodetic methods
 GP0491.and adjusted by the National Geodetic Survey in August 1993..
 GP0491
 GP0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0491
 GP0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0491
 GP0491.The geoid height was determined by GEOID03.
 GP0491
 GP0491;                    North         East     Units Scale Factor Converg.
 GP0491;SPC AZ C     -   558,417.413   260,052.297   MT  0.99992685   +0 18 17.3
 GP0491;SPC AZ C     - 1,832,078.13    853,189.95   iFT  0.99992685   +0 18 17.3
 GP0491;UTM  12      - 3,987,801.100   464,096.566   MT  0.99961588   -0 14 04.0
 GP0491
 GP0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0491!SPC AZ C     -   0.99979430  x   0.99992685  =   0.99972116
 GP0491!UTM  12      -   0.99979430  x   0.99961588  =   0.99941026
 GP0491
 GP0491|---------------------------------------------------------------------|
 GP0491| PID    Reference Object                     Distance      Geod. Az  |
 GP0491|                                                           dddmmss.s |
 GP0491| CR7971 GRAY HILL RM 1                       12.288 METERS 00133     |
 GP0491| GP0494 JUNCTION                            APPROX. 5.2 KM 0072520.3 |
 GP0491| CR7972 GRAY HILL RM 2                       12.329 METERS 18214     |
 GP0491|---------------------------------------------------------------------|
 GP0491
 GP0491                          SUPERSEDED SURVEY CONTROL
 GP0491
 GP0491  NAD 83(1986)-  36 02 02.66282(N)    111 23 54.71267(W) AD(       ) 2
 GP0491  NGVD 29 (07/12/88) 1333.8    (m)         4376.     (f) VERT ANG       
 GP0491
 GP0491.Superseded values are not recommended for survey control.
 GP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0491.See file dsdata.txt to determine how the superseded data were derived.
 GP0491
 GP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6409787801(NAD 83)
 GP0491_MARKER: DS = TRIANGULATION STATION DISK
 GP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0491+STABILITY: SURFACE MOTION
 GP0491
 GP0491  HISTORY     - Date     Condition        Report By
 GP0491  HISTORY     - 1983     MONUMENTED       AZDT
 GP0491
 GP0491                          STATION DESCRIPTION
 GP0491
 GP0491'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0491'THE STATION IS LOCATED 11 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 GP0491'89.
 GP0491'
 GP0491'THE STATION MARK IS AN AZDT DISK STAMPED---GRAY HILL 1983---.  IT IS
 GP0491'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 132 FEET WEST OF THE CENTER
 GP0491'LINE OF THE HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 GP0491'
 GP0491'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAY HILL RM 1 1983---.  IT
 GP0491'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0491'
 GP0491'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAY HILL RM 2 1983---.  IT
 GP0491'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0491'
 GP0491'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0491'FOR 11.0 MILES TO MILE POST 477.9 AND THE STATION ON THE LEFT ABOVE A
 GP0491'LOW HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1019 ***********************************************************************
 ET1019  DESIGNATION -  GRAYBACK
 ET1019  PID         -  ET1019
 ET1019  STATE/COUNTY-  AZ/YAVAPAI
 ET1019  USGS QUAD   -  GRAYBACK MTS (1980)
 ET1019
 ET1019                         *CURRENT SURVEY CONTROL
 ET1019  ___________________________________________________________________
 ET1019* NAD 83(1992)-  34 32 52.48161(N)    113 15 49.32541(W)     ADJUSTED  
 ET1019* NAVD 88     -      1564.8    (meters)    5134.     (feet)  VERTCON   
 ET1019  ___________________________________________________________________
 ET1019  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 ET1019  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 ET1019
 ET1019  HORZ ORDER  -  FIRST
 ET1019
 ET1019.The horizontal coordinates were established by classical geodetic methods
 ET1019.and adjusted by the National Geodetic Survey in August 1993..
 ET1019
 ET1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1019
 ET1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1019
 ET1019.The geoid height was determined by GEOID03.
 ET1019
 ET1019;                    North         East     Units Scale Factor Converg.
 ET1019;SPC AZ C     -   394,250.405    89,727.430   MT  1.00008834   -0 45 50.4
 ET1019;SPC AZ C     - 1,293,472.46    294,381.33   iFT  1.00008834   -0 45 50.4
 ET1019;SPC AZ W     -   393,546.680   257,993.296   MT  0.99995788   +0 16 32.8
 ET1019;SPC AZ W     - 1,291,163.65    846,434.70   iFT  0.99995788   +0 16 32.8
 ET1019;UTM  12      - 3,825,237.737   292,284.377   MT  1.00013183   -1 17 03.1
 ET1019
 ET1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1019!SPC AZ C     -   0.99975892  x   1.00008834  =   0.99984724
 ET1019!SPC AZ W     -   0.99975892  x   0.99995788  =   0.99971681
 ET1019!UTM  12      -   0.99975892  x   1.00013183  =   0.99989072
 ET1019
 ET1019:                Primary Azimuth Mark                     Grid Az
 ET1019:SPC AZ C     -  GRAYBACK AZ MK                           093 08 43.2
 ET1019:SPC AZ W     -  GRAYBACK AZ MK                           092 06 20.0
 ET1019:UTM  12      -  GRAYBACK AZ MK                           093 39 55.9
 ET1019
 ET1019|---------------------------------------------------------------------|
 ET1019| PID    Reference Object                     Distance      Geod. Az  |
 ET1019|                                                           dddmmss.s |
 ET1019| CH2387 GRAYBACK AZ MK                                     0922252.8 |
 ET1019| CH2388 GRAYBACK RM 1                         5.280 METERS 16214     |
 ET1019| CH2389 GRAYBACK RM 2                         8.334 METERS 25636     |
 ET1019|---------------------------------------------------------------------|
 ET1019
 ET1019                          SUPERSEDED SURVEY CONTROL
 ET1019
 ET1019  NAD 83(1986)-  34 32 52.48114(N)    113 15 49.33162(W) AD(       ) 1
 ET1019  NAD 27      -  34 32 52.41100(N)    113 15 46.61700(W) AD(       ) 1
 ET1019  NGVD 29 (07/19/86) 1564.0    (m)         5131.     (f) VERT ANG       
 ET1019
 ET1019.Superseded values are not recommended for survey control.
 ET1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1019.See file dsdata.txt to determine how the superseded data were derived.
 ET1019
 ET1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9228425238(NAD 83)
 ET1019_MARKER: DS = TRIANGULATION STATION DISK
 ET1019_SETTING: 66 = SET IN ROCK OUTCROP
 ET1019_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1019
 ET1019  HISTORY     - Date     Condition        Report By
 ET1019  HISTORY     - 1944     MONUMENTED       CGS
 ET1019  HISTORY     - 1955     GOOD             CGS
 ET1019
 ET1019                          STATION DESCRIPTION
 ET1019
 ET1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1019'STATION IS LOCATED 23-1/2 MILES (AIR LINE) ESE OF WIKIEUP,
 ET1019'9-1/2 MILES (AIR LINE) W OF PIKES SERVICE STATION, ON A LARGE
 ET1019'GRAY BALD MOUNTAIN AT THE SW END OF A HORSESHOE-SHAPED SUMMIT.
 ET1019'THE MOUNTAIN IS AT THE N END OF A 2-MILE RIDGE.
 ET1019'
 ET1019'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 ET1019'9 FEET SW OF THE HIGHEST POINT OF THE MOUNTAIN.  IT IS STAMPED
 ET1019'GRAYBACK 1944.
 ET1019'
 ET1019'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1019'PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE
 ET1019'AND IS STAMPED GRAYBACK NO 1 1944.  IT IS ABOUT 4 INCHES
 ET1019'LOWER IN ELEVATION THAN THE STATION MARK.
 ET1019'
 ET1019'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1019'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED GRAYBACK
 ET1019'NO 2 1944.  IT IS ABOUT 14 INCHES LOWER IN ELEVATION THAN THE
 ET1019'STATION MARK.
 ET1019'
 ET1019'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 ET1019'8 FEET ABOVE THE GROUND AND IS STAMPED GRAYBACK 1944.  IT IS
 ET1019'13 FEET NW OF A 3-FOOT CAIRN AND 39-1/2 FEET NE OF THE CENTER
 ET1019'LINE OF ROAD.
 ET1019'
 ET1019'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4
 ET1019'MILE TO A FORK.  THE RIGHT FORK GOES TO KIRKLAND JUNCTION AND
 ET1019'U.S. HIGHWAY 89.  TAKE THE LEFT FORK AND GO 17.4 MILES TO A
 ET1019'FORK AND SILVER SIGN ON THE LEFT READING KINGMAN.  CONTINUE
 ET1019'STRAIGHT AHEAD ON THE RIGHT FORK AND THE MAIN-TRAVELED ROAD
 ET1019'FOR 4.7 MILES TO A FORK AND SIGN ON THE LEFT READING OLD DICK
 ET1019'MINE.  HERE TURN LEFT ON THE ROAD TO THE MINE FOR 3.6 MILES TO
 ET1019'3-FOOT CAIRN AND THE AZIMUTH MARK 10 PACES OFF THE ROAD TO
 ET1019'THE RIGHT.  CONTINUE FOR 0.2 MILE TO A FORK AT A SPRING.
 ET1019'TAKE THE RIGHT FORK FOR 0.1 MILE TO A FRAME HOUSE ON THE
 ET1019'RIGHT.  CONTINUE 0.2 MILE TO A FORK IN A WASH.  THE LEFT
 ET1019'FORK GOES TO THE OLD DICK MINE.  TAKE THE RIGHT FORK
 ET1019'UP THE WASH FOR 0.8 MILE TO A FORK.  HERE TAKE THE LEFT
 ET1019'FORK, A DIM TRACK ROAD, UP INTO A SMALL SADDLE FOR 0.2 MILE
 ET1019'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WSW FOR ABOUT
 ET1019'1-1/2 MILES TO THE HIGHEST POINT AT THE SW END OF A
 ET1019'HORSESHOE-SHAPED MOUNTAIN AND THE STATION.
 ET1019'
 ET1019'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1019
 ET1019                          STATION RECOVERY (1955)
 ET1019
 ET1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1019'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1019'STATION FOUND IN THE ORIGINAL DESCRIPTION WERE FOLLOWED TO THE END
 ET1019'OF TRUCK TRAVEL.  A SIGNAL WAS SEEN IN THE AREA DESCRIBED AS THE
 ET1019'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2276 ***********************************************************************
 DU2276  DESIGNATION -  GRAYBACK
 DU2276  PID         -  DU2276
 DU2276  STATE/COUNTY-  AZ/PINAL
 DU2276  USGS QUAD   -  GRAYBACK (1964)
 DU2276
 DU2276                         *CURRENT SURVEY CONTROL
 DU2276  ___________________________________________________________________
 DU2276* NAD 83(1992)-  33 04 36.05326(N)    111 05 54.25827(W)     ADJUSTED  
 DU2276* NAVD 88     -      1088.7    (meters)    3572.     (feet)  VERTCON   
 DU2276  ___________________________________________________________________
 DU2276  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DU2276  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DU2276
 DU2276  HORZ ORDER  -  THIRD
 DU2276
 DU2276.The horizontal coordinates were established by classical geodetic methods
 DU2276.and adjusted by the National Geodetic Survey in August 1993..
 DU2276
 DU2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2276
 DU2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2276
 DU2276.The geoid height was determined by GEOID03.
 DU2276
 DU2276;                    North         East     Units Scale Factor Converg.
 DU2276;SPC AZ C     -   230,552.797   289,756.378   MT  0.99997194   +0 26 47.7
 DU2276;SPC AZ C     -   756,406.81    950,644.28   iFT  0.99997194   +0 26 47.7
 DU2276;UTM  12      - 3,659,792.215   490,815.366   MT  0.99960104   -0 03 13.3
 DU2276
 DU2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2276!SPC AZ C     -   0.99983363  x   0.99997194  =   0.99980557
 DU2276!UTM  12      -   0.99983363  x   0.99960104  =   0.99943473
 DU2276
 DU2276                          SUPERSEDED SURVEY CONTROL
 DU2276
 DU2276  NAD 83(1986)-  33 04 36.05203(N)    111 05 54.25922(W) AD(       ) 3
 DU2276  NGVD 29 (04/26/91) 1088.1    (m)         3570.     (f) VERT ANG       
 DU2276
 DU2276.Superseded values are not recommended for survey control.
 DU2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2276.See file dsdata.txt to determine how the superseded data were derived.
 DU2276
 DU2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9081559792(NAD 83)
 DU2276_MARKER: DD = SURVEY DISK
 DU2276_SETTING: 66 = SET IN ROCK OUTCROP
 DU2276_SP_SET: SET IN BEDROCK
 DU2276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2276+STABILITY: POSITION/ELEVATION WELL
 DU2276
 DU2276  HISTORY     - Date     Condition        Report By
 DU2276  HISTORY     - 1900     MONUMENTED       USGS
 DU2276
 DU2276                          STATION DESCRIPTION
 DU2276
 DU2276'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2276'LOCATED ABOUT 18 MI FROM FLORENCE, ABOUT 3 MI N. OF FLORENCE AND
 DU2276'RIVERSIDE RD.  ON EASTERN AND HIGHEST PART OF SUMMIT OF ISOLATED
 DU2276'BUTTE KNOWN LOCALLY AS GRAYBACK.
 DU2276'
 DU2276'TO REACH NOT GIVEN.
 DU2276'
 DU2276'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2276'ROCK UNDER 8-FT HIGH ROCK CAIRN.
 DU2276'
 DU2276'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1833 ***********************************************************************
 CZ1833  DESIGNATION -  GRAZE
 CZ1833  PID         -  CZ1833
 CZ1833  STATE/COUNTY-  AZ/PIMA
 CZ1833  USGS QUAD   -  TUCSON SW (1992)
 CZ1833
 CZ1833                         *CURRENT SURVEY CONTROL
 CZ1833  ___________________________________________________________________
 CZ1833* NAD 83(1992)-  32 05 59.01884(N)    110 54 53.58751(W)     ADJUSTED  
 CZ1833* NAVD 88     -       818.     (meters)    2684.     (feet)  VERTCON   
 CZ1833  ___________________________________________________________________
 CZ1833  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 CZ1833  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ1833
 CZ1833  HORZ ORDER  -  FIRST
 CZ1833
 CZ1833.The horizontal coordinates were established by classical geodetic methods
 CZ1833.and adjusted by the National Geodetic Survey in August 1993..
 CZ1833
 CZ1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1833
 CZ1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1833
 CZ1833.The geoid height was determined by GEOID03.
 CZ1833
 CZ1833;                    North         East     Units Scale Factor Converg.
 CZ1833;SPC AZ C     -   122,363.735   307,911.511   MT  1.00001022   +0 31 56.6
 CZ1833;SPC AZ C     -   401,455.82  1,010,208.37   iFT  1.00001022   +0 31 56.6
 CZ1833;UTM  12      - 3,551,492.986   508,030.814   MT  0.99960080   +0 02 42.8
 CZ1833
 CZ1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1833!SPC AZ C     -   0.99987625  x   1.00001022  =   0.99988646
 CZ1833!UTM  12      -   0.99987625  x   0.99960080  =   0.99947709
 CZ1833
 CZ1833:                Primary Azimuth Mark                     Grid Az
 CZ1833:SPC AZ C     -  GRAZE RM 3 AZIMUTH                       154 41 34.2
 CZ1833:UTM  12      -  GRAZE RM 3 AZIMUTH                       155 10 48.0
 CZ1833
 CZ1833|---------------------------------------------------------------------|
 CZ1833| PID    Reference Object                     Distance      Geod. Az  |
 CZ1833|                                                           dddmmss.s |
 CZ1833| CC6614 GRAZE RM 3 AZIMUTH                                 1551330.8 |
 CZ1833| CC6613 GRAZE RM 2                           23.284 METERS 22331     |
 CZ1833| CC6612 GRAZE RM 1                           20.057 METERS 31647     |
 CZ1833| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX.10.4 KM 3343520.7 |
 CZ1833|---------------------------------------------------------------------|
 CZ1833
 CZ1833                          SUPERSEDED SURVEY CONTROL
 CZ1833
 CZ1833  NAD 83(1986)-  32 05 59.01582(N)    110 54 53.58415(W) AD(       ) 1
 CZ1833  NAD 27      -  32 05 58.73100(N)    110 54 51.26000(W) AD(       ) 1
 CZ1833  NGVD 29 (07/19/86)  817.     (m)         2680.     (f) VERT ANG       
 CZ1833
 CZ1833.Superseded values are not recommended for survey control.
 CZ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1833.See file dsdata.txt to determine how the superseded data were derived.
 CZ1833
 CZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0803151493(NAD 83)
 CZ1833_MARKER: DS = TRIANGULATION STATION DISK
 CZ1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1833
 CZ1833  HISTORY     - Date     Condition        Report By
 CZ1833  HISTORY     - 1935     MONUMENTED       CGS
 CZ1833  HISTORY     - 1950     GOOD             CGS
 CZ1833  HISTORY     - 1955     GOOD             LOCENG
 CZ1833  HISTORY     - 1960     GOOD             CGS
 CZ1833  HISTORY     - 1963     GOOD             CGS
 CZ1833  HISTORY     - 1972     GOOD             AZHD
 CZ1833  HISTORY     - 1978     GOOD             AZDT
 CZ1833  HISTORY     - 19880404 GOOD             USPSQD
 CZ1833
 CZ1833                          STATION DESCRIPTION
 CZ1833
 CZ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1833'ABOUT 9 MILES AIR LINE SOUTH-SOUTHEAST OF TUCSON.  ABOUT 2
 CZ1833'MILES, AIR LINE, EAST OF U.S. HIGHWAY NO. 89 ON THE MESQUITE
 CZ1833'COVERED RIDGES.  REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 CZ1833'80 AND 89 (2.0 MILES SOUTH OF TUCSON), BY GOING SOUTH ON
 CZ1833'U.S. HIGHWAY 89, 4.1 MILES.  TURN LEFT ON UNIMPROVED ROAD,
 CZ1833'CROSS RAILROAD TRACKS AND GO EAST ON MAIN TRAVELED ROAD
 CZ1833'1.1 MILES.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 1.7
 CZ1833'MILES TO STATION ON LEFT OF ROAD.  MARKED BY STANDARD BRONZE
 CZ1833'DISKS.  REFERENCE MARK NO. 1
 CZ1833'A STANDARD BRONZE REFERENCE DISK, IS 20.057 METERS
 CZ1833'(65.80 FEET) FROM STATION  N 43 DEG 13 MIN W.
 CZ1833'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ1833'IS 23.284 METERS (76.39 FEET) FROM STATION IN
 CZ1833'N 43 DEG 31 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE
 CZ1833'DISK, IS 0.2 MILE FROM STATION  S 24 DEG 46 MIN E.
 CZ1833
 CZ1833                          STATION RECOVERY (1950)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ1833'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 CZ1833'1935.  THE DESCRIPTION IS ADEQUATE.  A WITNESS POST WAS SET.
 CZ1833
 CZ1833                          STATION RECOVERY (1955)
 CZ1833
 CZ1833'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (WAB)
 CZ1833'LETTER OF MR. WATER A. BURG, COUNTY ENGINEER, TUCSON, ARIZ.
 CZ1833'DATED AUGUST 18, 1955--
 CZ1833'
 CZ1833'REFERENCE MARK 2 WAS FOUND UPROOTED AND LYING WITHIN A GRADED ROAD.
 CZ1833
 CZ1833                          STATION RECOVERY (1960)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1833'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 CZ1833'GOOD CONDITION.  THERE HAS BEEN A PERMENENT THREE LEGGED
 CZ1833'STEEL STRUCTURE ERECTED OVER THE STATION MARK WHICH HAS BEEN
 CZ1833'LEFT OPEN AT THE BASE WITH THE TOP 4 FEET SOLIDLY COVERED
 CZ1833'WITH SHEET STEEL AND PAINTED WITH A BRIGHT REFLECTING POINT.
 CZ1833'REFERENCE MARK 2 WAS FOUND REMOVED FROM THE GROUND AND THEREFORE
 CZ1833'IS REPORTED DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR AND
 CZ1833'WAS NOT RECOVERED, IT TOO IS REPORTED DESTROYED.  THE STATION
 CZ1833'WAS NOT OCCUPIED AT THIS DATE.  THE STRUCTURE SET OVER THE
 CZ1833'STATION MARK IS ABOUT 10 FEET IN HEIGHT.
 CZ1833'
 CZ1833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ1833'AND 89, IN THE SOUTHERN SECTION OF TUCSON, PROCEED SOUTHEAST
 CZ1833'ALONG U.S. HIGHWAY FOR 4.0 MILES TO PALO VERDE AVENUE INTERSECTION,
 CZ1833'TURN RIGHT, SOUTH, AND FOLLOW PALO VERDE AVENUE FOR 4.2 MILES
 CZ1833'TO AN ANGLE IN THE POWER LINE AND A WELL BLADED ROAD INTERSECTING
 CZ1833'FROM THE NORTHWEST, TURN RIGHT, NORTHWEST, AND FOLLOW THE
 CZ1833'BLADED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CZ1833
 CZ1833                          STATION RECOVERY (1963)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 CZ1833'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 CZ1833'BY W.W.H. IN 1960 AND FOUND TO BE IN GOOD CONDITION.
 CZ1833
 CZ1833                          STATION RECOVERY (1972)
 CZ1833
 CZ1833'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1833'STATION MARK, REFERENCE MARKS R.M. 1 GOOD.  R.M. 2 DESTROYED.
 CZ1833'
 CZ1833'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1833
 CZ1833                          STATION RECOVERY (1978)
 CZ1833
 CZ1833'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1833'RECOVERED AS DESCRIBED.
 CZ1833
 CZ1833                          STATION RECOVERY (1988)
 CZ1833
 CZ1833'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBR)
 CZ1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1199 ***********************************************************************
 CY1199  DESIGNATION -  GREASE
 CY1199  PID         -  CY1199
 CY1199  STATE/COUNTY-  AZ/GRAHAM
 CY1199  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1199
 CY1199                         *CURRENT SURVEY CONTROL
 CY1199  ___________________________________________________________________
 CY1199* NAD 83(1992)-  32 29 24.57373(N)    109 46 57.11025(W)     ADJUSTED  
 CY1199* NAVD 88     -      2162.3    (meters)    7094.     (feet)  VERTCON   
 CY1199  ___________________________________________________________________
 CY1199  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CY1199  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CY1199
 CY1199  HORZ ORDER  -  SECOND
 CY1199
 CY1199.The horizontal coordinates were established by classical geodetic methods
 CY1199.and adjusted by the National Geodetic Survey in August 1993..
 CY1199
 CY1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1199
 CY1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1199
 CY1199.The geoid height was determined by GEOID03.
 CY1199
 CY1199;                    North         East     Units Scale Factor Converg.
 CY1199;SPC AZ E     -   165,280.909   249,460.296   MT  0.99991607   +0 12 22.8
 CY1199;SPC AZ E     -   542,260.20    818,439.29   iFT  0.99991607   +0 12 22.8
 CY1199;UTM  12      - 3,595,421.114   614,384.184   MT  0.99976134   +0 39 14.5
 CY1199
 CY1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1199!SPC AZ E     -   0.99966479  x   0.99991607  =   0.99958088
 CY1199!UTM  12      -   0.99966479  x   0.99976134  =   0.99942621
 CY1199
 CY1199|---------------------------------------------------------------------|
 CY1199| PID    Reference Object                     Distance      Geod. Az  |
 CY1199|                                                           dddmmss.s |
 CY1199| CC6616 GREASE RM 1                           9.047 METERS 12331     |
 CY1199| CY1198 GILMAN CAIRN 2 MI NE                APPROX. 6.8 KM 2233100.7 |
 CY1199| CC6615 GREASE AZ MK                                       2310633.4 |
 CY1199| CC6617 GREASE RM 2                          17.774 METERS 31113     |
 CY1199| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.18.8 KM 3403533.2 |
 CY1199|---------------------------------------------------------------------|
 CY1199
 CY1199                          SUPERSEDED SURVEY CONTROL
 CY1199
 CY1199  NAD 83(1986)-  32 29 24.56955(N)    109 46 57.10696(W) AD(       ) 2
 CY1199  NAD 27      -  32 29 24.33100(N)    109 46 54.85100(W) AD(       ) 2
 CY1199  NGVD 29 (07/19/86) 2161.4    (m)         7091.     (f) VERT ANG       
 CY1199
 CY1199.Superseded values are not recommended for survey control.
 CY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1199.See file dsdata.txt to determine how the superseded data were derived.
 CY1199
 CY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1438495421(NAD 83)
 CY1199_MARKER: DS = TRIANGULATION STATION DISK
 CY1199_SETTING: 66 = SET IN ROCK OUTCROP
 CY1199
 CY1199  HISTORY     - Date     Condition        Report By
 CY1199  HISTORY     - 1946     MONUMENTED       CGS
 CY1199
 CY1199                          STATION DESCRIPTION
 CY1199
 CY1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAF)
 CY1199'STATION IS LOCATED IN THE CROOK NATIONAL FOREST, ON THE PEAK
 CY1199'KNOWN AS GREASEWOOD MOUNTAIN, IN THE GRAHAM MOUNTAIN RANGE,
 CY1199'ABOUT 17 MILES, AIRLINE, N OF WILLCOX, AND 4 MILES S OF THE
 CY1199'BOSCOE RANCH.  THE MOUNTAIN TOP IS FORMED BY TWO PEAKS ABOUT
 CY1199'200 YARDS APART AND THE STATION IS ON THE MORE SSW OF THE TWO.
 CY1199'THE OTHER PEAK IS MARKED BY A FOREST SERVICE ROCK CAIRN AND
 CY1199'POLE TARGET, BUT DUE TO ITS LOCATION ON THE N EDGE OF THE PEAK,
 CY1199'IT IS NOT VISIBLE FROM OUR STATION.  THE PEAKS ARE ABOUT THE
 CY1199'SAME HEIGHT.
 CY1199'
 CY1199'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO S ON
 CY1199'STATE HIGHWAY 86 FOR 0.1 MILE TO A TEXACO SERVICE STATION ON
 CY1199'THE RIGHT.  TURN RIGHT FOR 0.3 MILE, JOG LEFT 35 YARDS, THENCE
 CY1199'RIGHT AND GO 0.2 MILE TO A MACADAM CROSS ROAD.  TURN RIGHT AND
 CY1199'GO N FOR 1.0 MILE TO WHERE THE MACADAM ROAD TURNS LEFT.  KEEP
 CY1199'STRAIGHT AHEAD ON GRADED ROAD FOR 5.0 MILES TO A LEFT FORK.
 CY1199'KEEP STRAIGHT AHEAD ON GRADED ROAD FOR 5.0 MILES TO A LEFT
 CY1199'FORK.  KEEP STRAIGHT AHEAD ACROSS CATTLE GUARD AND PAST STATION
 CY1199'RED (U.S.G.S.) FOR 4.1 MILES TO A RIGHT FORK WHICH IS 0.1
 CY1199'MILE S OF A RANCH HOUSE.  TAKE RIGHT FORK 1.4 MILES TO A
 CY1199'RIGHT FORK, A DIM TRACK ROAD, ABOUT 50 YARDS BEFORE REACHING
 CY1199'A GATE AND CATTLE GUARD.  TURN RIGHT ON THIS TRACK ROAD,
 CY1199'GO THROUGH A GATE NEXT TO A G.L.O. SECTION CORNER, AND
 CY1199'CONTINUE 2.8 MILES, THENCE KEEP RIGHT FORK, THE MAIN
 CY1199'TRACK ROAD, FOR 2.1 MILES TO A GATE AT A STONE BARN.
 CY1199'PASS THROUGH FOR 0.05 MILE TO A DIM LEFT FORK GOING UP
 CY1199'THE HILL ABOUT HALFWAY BETWEEN THE STONE BARN AND A STONE
 CY1199'HOUSE.  TURN LEFT AND CONTINUE FOR 0.5 MILE TO THE AZIMUTH MARK
 CY1199'ON THE RIGHT.  CONTINUE 1.1 MILES TO A WASH.  TURN RIGHT
 CY1199'ACROSS THE WASH AND DRIVE FOR ABOUT 1/2 MILE UP THE
 CY1199'RIDGE ON THE RIGHT SIDE OF THE WASH TO THE END OF TRUCK
 CY1199'TRAVEL.  PACK UP THIS WASH TO ITS HEAD IN A SADDLE, THENCE
 CY1199'LEFT IN A CROSS WASH FOR ABOUT 1/2 MILE, THENCE RIGHT UP
 CY1199'THE WASH WHICH HAS THE STATION PEAK AT ITS HEAD.  A PACK OF
 CY1199'ABOUT 1-1/2 HOURS AND MUCH OF IT IS STEEP AND ROCKY GOING.
 CY1199'
 CY1199'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GREASE 1946,
 CY1199'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK (FLUSH) WHICH
 CY1199'FORMS A PINNACLE PROJECTING ABOUT 6 FEET ABOVE THE GROUND.  IT IS
 CY1199'THE HIGHEST PART OF THE PEAK.
 CY1199'
 CY1199'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GREASE
 CY1199'NO 1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CY1199'PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  IT IS LOCATED ESE OF THE
 CY1199'STATION AND ABOUT 3 FEET LOWER.
 CY1199'
 CY1199'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GREASE
 CY1199'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1199'WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND.  IT IS LOCATED
 CY1199'NW OF THE STATION AND ABOUT 3 FEET LOWER.
 CY1199'
 CY1199'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED GREASE 1946,
 CY1199'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1199'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CY1199'STATION, 13 FEET S OF THE CENTER OF THE TRACK ROAD, AND 12.9 FEET
 CY1199'E OF A 4- BY 4-INCH WITNESS POST.  FROM THE AZIMUTH MARK, THE
 CY1199'STATION IS THE HIGHEST PEAK IN SIGHT IN A NE DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0254 ***********************************************************************
 GO0254  DESIGNATION -  GREASE
 GO0254  PID         -  GO0254
 GO0254  STATE/COUNTY-  AZ/APACHE
 GO0254  USGS QUAD   -  RED CORNFIELD MESA (1982)
 GO0254
 GO0254                         *CURRENT SURVEY CONTROL
 GO0254  ___________________________________________________________________
 GO0254* NAD 83(1992)-  36 19 44.46286(N)    109 17 59.86350(W)     ADJUSTED  
 GO0254* NAVD 88     -      2125.2    (meters)    6972.     (feet)  VERTCON   
 GO0254  ___________________________________________________________________
 GO0254  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 GO0254  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GO0254
 GO0254  HORZ ORDER  -  THIRD
 GO0254
 GO0254.The horizontal coordinates were established by classical geodetic methods
 GO0254.and adjusted by the National Geodetic Survey in August 1993..
 GO0254
 GO0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0254
 GO0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0254
 GO0254.The geoid height was determined by GEOID03.
 GO0254
 GO0254;                    North         East     Units Scale Factor Converg.
 GO0254;SPC AZ E     -   591,366.365   291,172.502   MT  0.99997458   +0 30 48.5
 GO0254;SPC AZ E     - 1,940,178.36    955,290.36   iFT  0.99997458   +0 30 48.5
 GO0254;UTM  12      - 4,021,783.620   652,588.134   MT  0.99988687   +1 00 26.4
 GO0254
 GO0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0254!SPC AZ E     -   0.99966965  x   0.99997458  =   0.99964423
 GO0254!UTM  12      -   0.99966965  x   0.99988687  =   0.99955655
 GO0254
 GO0254:                Primary Azimuth Mark                     Grid Az
 GO0254:SPC AZ E     -  RIM RESET                                196 31 53.4
 GO0254:UTM  12      -  RIM RESET                                196 02 15.5
 GO0254
 GO0254|---------------------------------------------------------------------|
 GO0254| PID    Reference Object                     Distance      Geod. Az  |
 GO0254|                                                           dddmmss.s |
 GO0254| GO0269 RIM RESET                           APPROX. 5.7 KM 1970241.9 |
 GO0254|---------------------------------------------------------------------|
 GO0254
 GO0254                          SUPERSEDED SURVEY CONTROL
 GO0254
 GO0254  NAD 83(1986)-  36 19 44.46539(N)    109 17 59.86248(W) AD(       ) 3
 GO0254  NGVD 29 (08/22/88) 2124.2    (m)         6969.     (f) VERT ANG       
 GO0254
 GO0254.Superseded values are not recommended for survey control.
 GO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0254.See file dsdata.txt to determine how the superseded data were derived.
 GO0254
 GO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5258821784(NAD 83)
 GO0254_MARKER: DS = TRIANGULATION STATION DISK
 GO0254_SETTING: 80 = SET IN A BOULDER
 GO0254_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0254+STABILITY: SURFACE MOTION
 GO0254
 GO0254  HISTORY     - Date     Condition        Report By
 GO0254  HISTORY     - 1955     MONUMENTED       USGS
 GO0254
 GO0254                          STATION DESCRIPTION
 GO0254
 GO0254'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0254'LOCATED ABOUT 15 MI N. AND 13 MI E. OF CHINLE.  ON NORTHWEST TOP
 GO0254'OF MEDIUM-SIZED DOUBLE-TOPPED HILL.
 GO0254'
 GO0254'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.1 MI N.  TURN RIGHT 0.4
 GO0254'MI TO GARCIAS TRADING POST.  HEAD EASTERLY ON BEGINNING OF SOUTH
 GO0254'RIM RD. 0.4 MI PAST GARCIAS AND TURN LEFT ACROSS CHINLE WASH.
 GO0254'CONTINUE 19.1 MI FROM SOUTH SIDE OF CHINLE WASH DOWN NORTH RIM
 GO0254'RD.  TAKE LEFT FORK ONTO TRACK RD. 0.6 MI N.  CROSS X-RD. ABOUT
 GO0254'60 FT N. OF SMALL WASH AND CONTINUE 0.1 MI.  TAKE RIGHT FORK 0.9
 GO0254'MI.  TAKE RIGHT FORK 0.9 MI.  MAKE 90 DEGREE LEFT TURN AT X-RD. AND
 GO0254'CONTINUE 0.6 MI TO BASE OF HILL.  CLIMB S. ON NORTH SLOPE OF HILL.
 GO0254'STATION IS ON NORTHWEST TOP.
 GO0254'
 GO0254'STATION MARK--STANDARD TABLET STAMPED---GREASE 1955---, IN DRILL
 GO0254'HOLE IN ROCK.
 GO0254'
 GO0254'RM 1--STANDARD RM TABLET STAMPED---GREASE 1 1955---.
 GO0254'
 GO0254'RM 2--COPPER NAIL AND WASHER IN BASE OF PINON TREE.
 GO0254'
 GO0254'1978 RECOVERY--STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0612 ***********************************************************************
 FP0612  DESIGNATION -  GREASEWOOD
 FP0612  PID         -  FP0612
 FP0612  STATE/COUNTY-  AZ/APACHE
 FP0612  USGS QUAD   -  GREASEWOOD (1972)
 FP0612
 FP0612                         *CURRENT SURVEY CONTROL
 FP0612  ___________________________________________________________________
 FP0612* NAD 83(1992)-  35 30 58.66452(N)    109 47 20.36091(W)     ADJUSTED  
 FP0612* NAVD 88     -      1992.2    (meters)    6536.     (feet)  GPS OBS   
 FP0612  ___________________________________________________________________
 FP0612  X           -  -1,760,146.446 (meters)                     COMP
 FP0612  Y           -  -4,891,944.354 (meters)                     COMP
 FP0612  Z           -   3,685,784.370 (meters)                     COMP
 FP0612  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FP0612  ELLIP HEIGHT-        1970.30  (meters)          (09/30/99) GPS OBS
 FP0612  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 FP0612
 FP0612  HORZ ORDER  -  A
 FP0612  ELLP ORDER  -  THIRD     CLASS I
 FP0612
 FP0612.The horizontal coordinates were established by GPS observations
 FP0612.and adjusted by the National Geodetic Survey in September 1999..
 FP0612
 FP0612.The orthometric height was determined by GPS observations and a
 FP0612.high-resolution geoid model.
 FP0612
 FP0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0612
 FP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0612
 FP0612.The ellipsoidal height was determined by GPS observations
 FP0612.and is referenced to NAD 83.
 FP0612
 FP0612.The geoid height was determined by GEOID03.
 FP0612
 FP0612;                    North         East     Units Scale Factor Converg.
 FP0612;SPC AZ E     -   500,914.666   247,616.185   MT  0.99991446   +0 13 09.9
 FP0612;SPC AZ E     - 1,643,420.82    812,389.06   iFT  0.99991446   +0 13 09.9
 FP0612;UTM  12      - 3,930,974.966   609,810.823   MT  0.99974860   +0 42 12.9
 FP0612
 FP0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0612!SPC AZ E     -   0.99969084  x   0.99991446  =   0.99960533
 FP0612!UTM  12      -   0.99969084  x   0.99974860  =   0.99943952
 FP0612
 FP0612|---------------------------------------------------------------------|
 FP0612| PID    Reference Object                     Distance      Geod. Az  |
 FP0612|                                                           dddmmss.s |
 FP0612| CD3468 GREASEWOOD RM 1                      14.233 METERS 04334     |
 FP0612| FP0610 EL PASO WATER TANK                  APPROX. 7.2 KM 0540013.1 |
 FP0612| CD3469 GREASEWOOD RM 2                      10.122 METERS 12009     |
 FP0612| FP0613 GREASEWOOD WATER TANK               APPROX. 6.4 KM 2782335.7 |
 FP0612| FP0614 TOYEI WATER TANK                    APPROX.25.1 KM 3263824.6 |
 FP0612|---------------------------------------------------------------------|
 FP0612
 FP0612                          SUPERSEDED SURVEY CONTROL
 FP0612
 FP0612  NAD 83(1992)-  35 30 58.66464(N)    109 47 20.36908(W) AD(       ) 2
 FP0612  NAD 83(1986)-  35 30 58.66377(N)    109 47 20.37001(W) AD(       ) 2
 FP0612  NAD 27      -  35 30 58.61405(N)    109 47 17.96262(W) AD(       ) 2
 FP0612  NGVD 29 (07/19/86) 1991.1    (m)         6532.     (f) VERT ANG       
 FP0612
 FP0612.Superseded values are not recommended for survey control.
 FP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0612.See file dsdata.txt to determine how the superseded data were derived.
 FP0612
 FP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0981130975(NAD 83)
 FP0612_MARKER: DD = SURVEY DISK
 FP0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0612_STAMPING: GREASEWOOD 1972
 FP0612_MARK LOGO: USGS  
 FP0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0612+STABILITY: SURFACE MOTION
 FP0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0612+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 FP0612
 FP0612  HISTORY     - Date     Condition        Report By
 FP0612  HISTORY     - 1972     MONUMENTED       USGS
 FP0612  HISTORY     - 19990129 GOOD             NAVNAT
 FP0612  HISTORY     - 19990316 GOOD             NAVNAT
 FP0612
 FP0612                          STATION DESCRIPTION
 FP0612
 FP0612'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0612'RM 1-RM 2 NOT MEASURED.
 FP0612'
 FP0612'LOCATED 44 MI (AIRLINE) NE. OF HOLBROOK. 20 MI SW. OF GANADO 2.5
 FP0612'MI E. OF THE GREASEWOOD TRADING POST AND BOARDING SCHOOL.
 FP0612'
 FP0612'TO REACH FROM THE JCT. OF AZIZONA STATE ROUTES 63 AND 264 IN GANADO,
 FP0612'GO W. ON HIGHWAY 264 FOR 6.0 MI TO A PAVED X-RD. TURN S., (LEFT).
 FP0612'ALONG U. S. B. I. A. ROUTE 15 FOR 20.3 MI TO A T-RD. E. (LEFT).
 FP0612'THIS T-RD. IS 1.3 MI N. OF GREASEWOOD, AND IS MAIN RD. FROM
 FP0612'GREASEWOOD TO KLAGETOH). TURN E. ALONG GRADED RD., ACROSS LARGE
 FP0612'WASH, FOR 0.9 MI TO Y-RD. TAKE LEFT FORK (NE.) FOR 4.3 MI TO A TRACK
 FP0612'RD. S. (RIGHT). TAKE TRACK RD. S., UPGRADE, FOR 0.8 MI TO A X-RD.
 FP0612'NEAR THE TOP.  TURN ACUTE RIGHT AND PROCEED FOR 0.2 MI. TURN
 FP0612'LEFT (W.) CROSS-COUNTRY FOR 0.1 MI TO TOP AND STATION.
 FP0612'
 FP0612'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED GREASEWOOD
 FP0612'1972 SET IN A CONC. POST PROJECTING 0.3 FT.
 FP0612'
 FP0612'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0612'STAMPED GREASEWOOD NO 1 1972 SET IN A CONC. POST PROJECTING 0.2 FT.
 FP0612'
 FP0612'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0612'STAMPED GREASEWOOD NO 2 1972 SET IN A CONC. POST PROJECTING 0.3 FT.
 FP0612
 FP0612                          STATION RECOVERY (1999)
 FP0612
 FP0612'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 FP0612'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF GREASEWOOD.
 FP0612'OWNERSHIP--NAVAJO TRIBAL TRUST LAND.  TO REACH THE STATION FROM THE
 FP0612'JUNCTION OF U.S. HIGHWAY 191 AND STATE HIGHWAY 264 IN GANADO, GO WEST
 FP0612'FOR 5.9 MI (9.5 KM) ON HIGHWAY 264 TO A PAVED CROSSROAD.  TURN LEFT
 FP0612'AND GO SOUTH FOR 19.9 MI (32.0 KM) ON INDIAN ROUTE 15 TO A T-ROAD
 FP0612'(THIS ROAD IS 1.3 MI (2.1 KM) NORTH OF GREASEWOOD AND IS THE MAIN ROAD
 FP0612'FROM GREASEWOOD TO KLEGATOH).  TURN LEFT AND GO EAST FOR 0.9 MI (1.4
 FP0612'KM) ON THE GRADED ROAD TO A Y-ROAD, CROSSING A LARGE WASH AT 0.4 MI
 FP0612'(0.6 KM).  FOLLOW THE LEFT FORK AND GO NORTHEAST FOR 4.0 MI (6.4 KM)
 FP0612'TO A T-ROAD AND TURN RIGHT (SOUTH-SOUTHWEST).  TAKE THE ROAD THROUGH
 FP0612'THE UPGRADE FOR 0.7 MI (1.1 KM) TO A PRIMARY Y-ROAD. FOLLOW THE RIGHT
 FP0612'FORK (STRAIGHT) FOR 0.05 MI (0.08 KM) TO A SECONDARY Y-ROAD.  FOLLOW
 FP0612'THE RIGHT FORK, KEEPING RIGHT THROUGH THE CURVE TURNING TO THE
 FP0612'SOUTHEAST FOR 0.1 MI (0.2 KM) TO A Y-ROAD.  FOLLOW THE LEFT FORK AND
 FP0612'GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A SMALL HILL AND THE
 FP0612'STATION.  THE STATION PROJECTS 1.13 ABOVE GROUND.
 FP0612
 FP0612                          STATION RECOVERY (1999)
 FP0612
 FP0612'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 FP0612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0613 ***********************************************************************
 FP0613  DESIGNATION -  GREASEWOOD WATER TANK
 FP0613  PID         -  FP0613
 FP0613  STATE/COUNTY-  AZ/NAVAJO
 FP0613  USGS QUAD   -  GREASEWOOD (1972)
 FP0613
 FP0613                         *CURRENT SURVEY CONTROL
 FP0613  ___________________________________________________________________
 FP0613* NAD 83(1992)-  35 31 29.08837(N)    109 51 33.20195(W)     ADJUSTED  
 FP0613* NAVD 88     -                                                        
 FP0613  ___________________________________________________________________
 FP0613  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 FP0613  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0613
 FP0613  HORZ ORDER  -  THIRD
 FP0613
 FP0613.The horizontal coordinates were established by classical geodetic methods
 FP0613.and adjusted by the National Geodetic Survey in August 1993..
 FP0613
 FP0613
 FP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0613
 FP0613.The geoid height was determined by GEOID03.
 FP0613
 FP0613;                    North         East     Units Scale Factor Converg.
 FP0613;SPC AZ E     -   501,830.097   241,242.895   MT  0.99990958   +0 10 43.1
 FP0613;SPC AZ E     - 1,646,424.20    791,479.31   iFT  0.99990958   +0 10 43.1
 FP0613;UTM  12      - 3,931,836.355   603,431.121   MT  0.99973183   +0 39 46.5
 FP0613
 FP0613                          SUPERSEDED SURVEY CONTROL
 FP0613
 FP0613  NAD 83(1986)-  35 31 29.08480(N)    109 51 33.20315(W) AD(       ) 4
 FP0613  NAD 27      -  35 31 29.03682(N)    109 51 30.78760(W) AD(       ) 3
 FP0613
 FP0613.Superseded values are not recommended for survey control.
 FP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0613.See file dsdata.txt to determine how the superseded data were derived.
 FP0613
 FP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0343131836(NAD 83)
 FP0613_MARKER: 51 = TANK
 FP0613
 FP0613  HISTORY     - Date     Condition        Report By
 FP0613  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FP0613
 FP0613                          STATION DESCRIPTION
 FP0613
 FP0613'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1066 ***********************************************************************
 CG1066  DESIGNATION -  GREAT
 CG1066  PID         -  CG1066
 CG1066  STATE/COUNTY-  AZ/PIMA
 CG1066  USGS QUAD   -  HELVETIA (1981)
 CG1066
 CG1066                         *CURRENT SURVEY CONTROL
 CG1066  ___________________________________________________________________
 CG1066* NAD 83(1992)-  31 45 31.75611(N)    110 45 22.19433(W)     ADJUSTED  
 CG1066* NAVD 88     -      1655.9    (meters)    5433.     (feet)  VERTCON   
 CG1066  ___________________________________________________________________
 CG1066  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CG1066  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CG1066
 CG1066  HORZ ORDER  -  THIRD
 CG1066
 CG1066.The horizontal coordinates were established by classical geodetic methods
 CG1066.and adjusted by the National Geodetic Survey in August 1993..
 CG1066
 CG1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1066
 CG1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1066
 CG1066.The geoid height was determined by GEOID03.
 CG1066
 CG1066;                    North         East     Units Scale Factor Converg.
 CG1066;SPC AZ C     -    84,712.719   323,297.897   MT  1.00004902   +0 36 39.2
 CG1066;SPC AZ C     -   277,928.87  1,060,688.64   iFT  1.00004902   +0 36 39.2
 CG1066;UTM  12      - 3,513,729.207   523,091.625   MT  0.99960658   +0 07 42.0
 CG1066
 CG1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1066!SPC AZ C     -   0.99974451  x   1.00004902  =   0.99979352
 CG1066!UTM  12      -   0.99974451  x   0.99960658  =   0.99935119
 CG1066
 CG1066:                Primary Azimuth Mark                     Grid Az
 CG1066:SPC AZ C     -  GREAT AZ MK                              022 52 02.5
 CG1066:UTM  12      -  GREAT AZ MK                              023 20 59.7
 CG1066
 CG1066|---------------------------------------------------------------------|
 CG1066| PID    Reference Object                     Distance      Geod. Az  |
 CG1066|                                                           dddmmss.s |
 CG1066| CC6618 GREAT AZ MK                                        0232841.7 |
 CG1066| CC6619 GREAT RM 1                           13.029 METERS 04025     |
 CG1066| CC6620 GREAT RM 2                           18.863 METERS 11114     |
 CG1066|---------------------------------------------------------------------|
 CG1066
 CG1066                          SUPERSEDED SURVEY CONTROL
 CG1066
 CG1066  NAD 83(1986)-  31 45 31.74985(N)    110 45 22.19085(W) AD(       ) 3
 CG1066  NAD 27      -  31 45 31.43700(N)    110 45 19.88700(W) AD(       ) 3
 CG1066  NGVD 29 (07/19/86) 1655.0    (m)         5430.     (f) VERT ANG       
 CG1066
 CG1066.Superseded values are not recommended for survey control.
 CG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1066.See file dsdata.txt to determine how the superseded data were derived.
 CG1066
 CG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2309213729(NAD 83)
 CG1066_MARKER: Z = SEE DESCRIPTION
 CG1066_SETTING: 0 = UNSPECIFIED SETTING
 CG1066
 CG1066  HISTORY     - Date     Condition        Report By
 CG1066  HISTORY     - 1936     MONUMENTED       CGS
 CG1066
 CG1066                          STATION DESCRIPTION
 CG1066
 CG1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1066'THE STATION IS LOCATED ABOUT 1/2 MILE S OF THE OLD VILLAGE OF
 CG1066'GREATERVILLE, A GENERAL STORE AND POST OFFICE STILL BEING
 CG1066'MAINTAINED.  ON THE HIGHEST HILL APPROACHING FROM THE E, BUT ALL
 CG1066'THE COUNTRY TO THE W BEING HIGHER.  IT IS ABOUT 33 MILES SE OF
 CG1066'TUCSON AND 3 MILES W OF HIGHWAY NO. 83.  THE HILL THE STATION IS
 CG1066'LOCATED ON IS A GRASSY HILL, SURROUNDED BY SCATTERED LOW TIMBER.
 CG1066'
 CG1066'THE STATION PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 CG1066'ABOUT 75 YARDS N OF TRACK ROAD TO GREATERVILLE.
 CG1066'
 CG1066'R.M. NO. 1 IS NE OF THE STATION AND PROJECTS ABOUT 4 INCHES ABOVE
 CG1066'GROUND.
 CG1066'
 CG1066'R.M. NO. 2 IS ESE OF THE STATION AND PROJECTS ABOUT 4 INCHES
 CG1066'ABOVE THE GROUND.
 CG1066'
 CG1066'THE AZIMUTH MARK IS ABOUT 0.4 MILE NNE OF THE STATION ON TOP
 CG1066'OF A HILL 0.15 MILE N OF THE POST OFFICE AT GREATERVILLE VIA THE
 CG1066'ROAD LEADING N AND E TO HIGHWAY 83 AND 10 FEET E OF THE ROAD, 36
 CG1066'FEET E OF A N AND S FENCE, PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CG1066'
 CG1066'A 4-FT. STAND WILL CLEAR ALL LINES.
 CG1066'
 CG1066'TO REACH THE STATION FROM TUCSON, GO E A DISTANCE OF 21.2 MILES
 CG1066'ON U.S. NO. 80 HIGHWAY FROM THE JUNCTION OF HIGHWAYS NOS. U.S.
 CG1066'80 AND STATE NO. 89 AT THE S EDGE OF TUCSON.  TURN S ON STATE
 CG1066'ROAD NO. 83 AND GO FOR A DISTANCE OF 20 MILES TO A ROAD TO THE
 CG1066'W, WITH A SIGN READING GREATERVILLE AND BOX CANYON.  TURN W AT
 CG1066'THIS POINT AND GO FOR A DISTANCE OF 2.9 MILES.  TAKE THE LEFT FORK
 CG1066'AT THIS POINT AND CONTINUE IN A SOUTHERLY DIRECTION FOR A
 CG1066'DISTANCE OF 1.8 MILES TO THE POST OFFICE OR GREATERVILLE.
 CG1066'CONTINUE S CROSSING THE WASH IN FRONT OF THE POST OFFICE
 CG1066'AND BEARING TO THE RIGHT IN FRONT OF AN ADOBE SHACK TO PICK UP
 CG1066'A VERY POOR TRACK ROAD, CONTINUING SW AROUND A HILL TO THE
 CG1066'TOP OF A SMALL SADDLE.  THE STATION BEING ABOUT 75 YARDS NW OF
 CG1066'THIS POINT ON TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GQ0373 ***********************************************************************
 GQ0373  DESIGNATION -  GREEN
 GQ0373  PID         -  GQ0373
 GQ0373  STATE/COUNTY-  AZ/MOHAVE
 GQ0373  USGS QUAD   -  WHITMORE POINT SW (1967)
 GQ0373
 GQ0373                         *CURRENT SURVEY CONTROL
 GQ0373  ___________________________________________________________________
 GQ0373* NAD 83(1992)-  36 01 40.92372(N)    113 27 57.34328(W)     ADJUSTED  
 GQ0373* NAVD 88     -      1912.4    (meters)    6274.     (feet)  VERTCON   
 GQ0373  ___________________________________________________________________
 GQ0373  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 GQ0373  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 GQ0373
 GQ0373  HORZ ORDER  -  THIRD
 GQ0373
 GQ0373.The horizontal coordinates were established by classical geodetic methods
 GQ0373.and adjusted by the National Geodetic Survey in August 1993..
 GQ0373
 GQ0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0373
 GQ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0373
 GQ0373.The geoid height was determined by GEOID03.
 GQ0373
 GQ0373;                    North         East     Units Scale Factor Converg.
 GQ0373;SPC AZ W     -   557,679.171   238,962.174   MT  0.99994141   +0 10 01.5
 GQ0373;SPC AZ W     - 1,829,656.07    783,996.63   iFT  0.99994141   +0 10 01.5
 GQ0373;SPC AZ C     -   558,733.757    73,730.953   MT  1.00014016   -0 54 41.0
 GQ0373;SPC AZ C     - 1,833,116.00    241,899.45   iFT  1.00014016   -0 54 41.0
 GQ0373;UTM  12      - 3,989,871.216   277,809.080   MT  1.00020835   -1 27 03.6
 GQ0373
 GQ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0373!SPC AZ W     -   0.99970386  x   0.99994141  =   0.99964528
 GQ0373!SPC AZ C     -   0.99970386  x   1.00014016  =   0.99984398
 GQ0373!UTM  12      -   0.99970386  x   1.00020835  =   0.99991215
 GQ0373
 GQ0373:                Primary Azimuth Mark                     Grid Az
 GQ0373:SPC AZ W     -  GREEN AZ MK                              043 20 40.4
 GQ0373:SPC AZ C     -  GREEN AZ MK                              044 25 22.9
 GQ0373:UTM  12      -  GREEN AZ MK                              044 57 45.5
 GQ0373
 GQ0373|---------------------------------------------------------------------|
 GQ0373| PID    Reference Object                     Distance      Geod. Az  |
 GQ0373|                                                           dddmmss.s |
 GQ0373| CH2390 GREEN AZ MK                                        0433041.9 |
 GQ0373| CH2391 GREEN RM 1                            8.327 METERS 27101     |
 GQ0373| CH2392 GREEN RM 2                            7.973 METERS 35724     |
 GQ0373|---------------------------------------------------------------------|
 GQ0373
 GQ0373                          SUPERSEDED SURVEY CONTROL
 GQ0373
 GQ0373  NAD 83(1986)-  36 01 40.91636(N)    113 27 57.34155(W) AD(       ) 3
 GQ0373  NAD 27      -  36 01 40.96100(N)    113 27 54.57400(W) AD(       ) 3
 GQ0373  NGVD 29 (07/19/86) 1911.5    (m)         6271.     (f) VERT ANG       
 GQ0373
 GQ0373.Superseded values are not recommended for survey control.
 GQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0373.See file dsdata.txt to determine how the superseded data were derived.
 GQ0373
 GQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7780989871(NAD 83)
 GQ0373_MARKER: DS = TRIANGULATION STATION DISK
 GQ0373_SETTING: 80 = SET IN A BOULDER
 GQ0373_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0373
 GQ0373  HISTORY     - Date     Condition        Report By
 GQ0373  HISTORY     - 1953     MONUMENTED       CGS
 GQ0373
 GQ0373                          STATION DESCRIPTION
 GQ0373
 GQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0373'THE STATION IS LOCATED 28 MILES, AIR-LINE, SOUTH-SOUTHWEST OF
 GQ0373'THE VILLAGE OF MT. TRUMBULL, 8 MILES, AIR-LINE, WEST OF THE
 GQ0373'COLORADO RIVER AND JUST EAST OF THE GREEN SPRINGS CANYON.
 GQ0373'IT IS ON THE HIGHEST POINT OF A TREE COVERED, LOW RIDGE.  IT
 GQ0373'IS 20 FEET NORTH OF A TRIANGLE BLAZED TREE AND 6 FEET SOUTH OF
 GQ0373'A WHITE WITNESS POST.
 GQ0373'
 GQ0373'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0373'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0373'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0373'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0373'ROAD SOUTH FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0373'FOLLOW THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT
 GQ0373'FORK AND FOLLOW THE GRADED ROAD SOUTH FOR 22.4 MILES TO A
 GQ0373'CATTLE GUARD AND A CABIN.  (THIS IS LOCALLY KNOWN AS WOLF
 GQ0373'HOLE.) CONTINUE SOUTH FOR 0.6 MILE TO A CROSSROAD.  TAKE
 GQ0373'THE LEFT ROAD AND FOLLOW THE BLADED ROAD FOR 2.6 MILES TO
 GQ0373'A FORK.  TAKE THE LEFT FORK AND FOLLOW THE BLADED ROAD FOR
 GQ0373'15.7 MILES TO AN OLD STONE CHIMNEY, CORRALS AND RESERVOIR ON
 GQ0373'THE RIGHT.  CONTINUE SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE
 GQ0373'THE RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE RIGHT
 GQ0373'FORK AND FOLLOW THE BLADED ROAD FOR 15.7 MILES TO A FORK.
 GQ0373'TAKE THE RIGHT FORK AND FOLLOW THE BLADED ROAD FOR 12.7 MILES
 GQ0373'TO A WIRE GATE ABOUT 1/2 MILE WEST OF THE WARING RANCH.
 GQ0373'CONTINUE SOUTH ON THE BLADED ROAD FOR 6.4 MILES TO A POLE
 GQ0373'GATE.  PASS THROUGH THE GATE AND GO 0.4 MILE TO A FORK.  TAKE
 GQ0373'THE LEFT FORK AND FOLLOW THE BLADED ROAD EAST FOR 3.6 MILES
 GQ0373'TO A BOARD GATE.  PASS THROUGH THE GATE AND FOLLOW THE BLADED
 GQ0373'ROAD FOR 2.3 MILES TO A BOARD GATE.  PASS THROUGH THE GATE
 GQ0373'AND FOLLOW THE BLADED ROAD FOR 1.1 MILES TO TWO WIRE GATES
 GQ0373'AND A RANCH ON THE LEFT.  PASS THROUGH THE GATES AND FOLLOW
 GQ0373'THE BLADED ROAD FOR 2.0 MILES TO A WIRE GATE AND A TRIANGLE
 GQ0373'BLAZED TREE ON THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD
 GQ0373'EAST ALONG NORTH SIDE OF FENCE, CROSS A WASH AND FOLLOW THE
 GQ0373'TRACK ROAD FOR 2.9 MILES TO A WIRE GATE.  PASS THROUGH THE
 GQ0373'GATE AND FOLLOW THE TRACK ROAD FOR 2.4 MILES TO A RESERVOIR
 GQ0373'ACROSS THE ROAD.  GO TO THE EAST END OF THE RESERVOIR AND THE
 GQ0373'AZIMUTH MARK.  PICK UP THE TRACK ROAD ON THE SOUTH SIDE OF THE
 GQ0373'RESERVOIR AND FOLLOW THE ROAD FOR 0.25 MILE TO A TRIANGLE
 GQ0373'BLAZED TREE ON THE RIGHT.  TURN RIGHT AND PICK WAY SOUTHWEST FOR
 GQ0373'0.8 MILE TO THE HIGHEST POINT AND THE STATION.  A DRIVE STATION
 GQ0373'WITH A 4-WHEEL DRIVE VEHICLE.
 GQ0373'
 GQ0373'THE STATION MARK, A STANDARD DISK STAMPED GREEN 1953, IS SET
 GQ0373'IN A DRILL HOLE IN A BOULDER.
 GQ0373'
 GQ0373'REFERENCE MARK 1, A STANDARD DISK STAMPED GREEN NO 1 1953, IS
 GQ0373'SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT THE SAME ELEVATION
 GQ0373'AS THE STATION.
 GQ0373'
 GQ0373'REFERENCE MARK 2, A STANDARD DISK STAMPED GREEN NO 2 1953, IS
 GQ0373'SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT 18 INCHES LOWER
 GQ0373'THAN THE STATION.
 GQ0373'
 GQ0373'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1953, IS SET
 GQ0373'IN A DRILL HOLE IN A BOULDER.  IT IS LOCATED ABOUT 200 FEET
 GQ0373'EAST OF THE ROAD, 4-1/2 FEET EAST OF A WHITE WITNESS POST AND
 GQ0373'NEAR THE EAST END OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2027 ***********************************************************************
 DU2027  DESIGNATION -  GREEN
 DU2027  PID         -  DU2027
 DU2027  STATE/COUNTY-  AZ/GILA
 DU2027  USGS QUAD   -  PICTURE MOUNTAIN (1964)
 DU2027
 DU2027                         *CURRENT SURVEY CONTROL
 DU2027  ___________________________________________________________________
 DU2027* NAD 83(1992)-  33 53 58.11480(N)    111 14 13.17913(W)     ADJUSTED  
 DU2027* NAVD 88     -      1032.1    (meters)    3386.     (feet)  VERTCON   
 DU2027  ___________________________________________________________________
 DU2027  LAPLACE CORR-           8.52  (seconds)                    DEFLEC99
 DU2027  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU2027
 DU2027  HORZ ORDER  -  FIRST
 DU2027
 DU2027.The horizontal coordinates were established by classical geodetic methods
 DU2027.and adjusted by the National Geodetic Survey in August 1993..
 DU2027
 DU2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2027
 DU2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2027
 DU2027.The geoid height was determined by GEOID03.
 DU2027
 DU2027;                    North         East     Units Scale Factor Converg.
 DU2027;SPC AZ E     -   322,020.456   114,369.400   MT  1.00002076   -0 35 49.2
 DU2027;SPC AZ E     - 1,056,497.56    375,227.69   iFT  1.00002076   -0 35 49.2
 DU2027;UTM  12      - 3,751,035.479   478,088.329   MT  0.99960592   -0 07 55.9
 DU2027
 DU2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2027!SPC AZ E     -   0.99984226  x   1.00002076  =   0.99986302
 DU2027!UTM  12      -   0.99984226  x   0.99960592  =   0.99944824
 DU2027
 DU2027|---------------------------------------------------------------------|
 DU2027| PID    Reference Object                     Distance      Geod. Az  |
 DU2027|                                                           dddmmss.s |
 DU2027| CH5260 GREEN RM 1                            6.572 METERS 06209     |
 DU2027| CH5261 GREEN RM 2                            5.374 METERS 16348     |
 DU2027| CH5259 GREEN AZ MK                                        2782124.5 |
 DU2027|---------------------------------------------------------------------|
 DU2027
 DU2027                          SUPERSEDED SURVEY CONTROL
 DU2027
 DU2027  NAD 83(1986)-  33 53 58.10750(N)    111 14 13.18100(W) AD(       ) 1
 DU2027  NAD 27      -  33 53 57.95200(N)    111 14 10.71200(W) AD(       ) 1
 DU2027  NGVD 29 (07/19/86) 1031.4    (m)         3384.     (f) VERT ANG       
 DU2027
 DU2027.Superseded values are not recommended for survey control.
 DU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2027.See file dsdata.txt to determine how the superseded data were derived.
 DU2027
 DU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7808851035(NAD 83)
 DU2027_MARKER: DS = TRIANGULATION STATION DISK
 DU2027_SETTING: 80 = SET IN A BOULDER
 DU2027_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2027
 DU2027  HISTORY     - Date     Condition        Report By
 DU2027  HISTORY     - 1946     MONUMENTED       CGS
 DU2027  HISTORY     - 1967     GOOD             AMS
 DU2027
 DU2027                          STATION DESCRIPTION
 DU2027
 DU2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2027'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 17 MILES
 DU2027'NORTH-NORTHWEST OF ROOSEVELT, 4-1/2 MILES EAST-NORTHEAST OF TONTO
 DU2027'POST OFFICE, AND ABOUT 4 MILES EAST OF TONTO CREEK.  IT IS LOCATED
 DU2027'ON A LOW RIDGE IN THE FOOTHILLS BELOW AND WEST-SOUTHWEST OF
 DU2027'PICTURE MOUNTAIN, AND IS ABOUT 150 YARDS SOUTH OF THE GREENBACK
 DU2027'VALLEY ROAD.
 DU2027'
 DU2027'TO REACH FROM THE TONTO POST OFFICE GO EAST ON ROAD AS PER SIGN
 DU2027'GREEN BACK VALLEY FOR 3.8 MILES, CROSSING TONTO CREEK AND
 DU2027'CONTINUING ALONG MAIN TRAVELED ROAD, TO A CATTLE GUARD.  CROSS
 DU2027'CATTLE GUARD AND CONTINUE 1.9 MILES.  HERE BEAR RIGHT OFF ROAD
 DU2027'AND DRIVE UP HILL 175 YARDS TO TOP AND STATION.
 DU2027'
 DU2027'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 DU2027'STAMPED GREEN 1946, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 DU2027'IS EMBEDDED IN THE GROUND AND WHICH PROJECTS 5 INCHES ABOVE
 DU2027'GROUND.  IT IS ABOUT 20 FEET SOUTH OF AND 2 FEET LOWER THAN THE
 DU2027'HIGHEST POINT OF HILL.
 DU2027'
 DU2027'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  A STANDARD
 DU2027'REFERENCE MARK DISK, STAMPED GREEN NO 1 1946, CEMENTED IN A DRILL
 DU2027'HOLE IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND WHICH PROJECTS
 DU2027'ABOUT 3 INCHES ABOVE GROUND.  IT IS ABOUT SAME LEVEL AS STATION.
 DU2027'
 DU2027'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND ABOUT
 DU2027'1 FOOT LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED GREEN
 DU2027'NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EMBEDDED
 DU2027'IN THE GROUND AND PROJECTS 2 INCHES.
 DU2027'
 DU2027'THE AZIMUTH MARK IS ABOUT 1/2 MILE WEST OF THE STATION, 66 FEET
 DU2027'NORTHWEST OF THE ROAD, AND 3 FEET EAST-SOUTHEAST OF A 3-FT.
 DU2027'CAIRN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED GREEN 1946,
 DU2027'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN THE
 DU2027'GROUND AND THAT PROJECTS 2 INCHES.
 DU2027
 DU2027                          STATION RECOVERY (1967)
 DU2027
 DU2027'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2027'STATION GREEN FOUND IN GOOD CONDITION AZ. MK. AND R.M. 1 AND R.M.
 DU2027'2 WERE ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1158 ***********************************************************************
 CG1158  DESIGNATION -  GREEN
 CG1158  PID         -  CG1158
 CG1158  STATE/COUNTY-  AZ/COCHISE
 CG1158  USGS QUAD   -  HEREFORD (1983)
 CG1158
 CG1158                         *CURRENT SURVEY CONTROL
 CG1158  ___________________________________________________________________
 CG1158* NAD 83(1992)-  31 22 46.92412(N)    110 04 53.12038(W)     ADJUSTED  
 CG1158* NAVD 88     -      1323.6    (meters)    4343.     (feet)  VERTCON   
 CG1158  ___________________________________________________________________
 CG1158  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CG1158  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG1158
 CG1158  HORZ ORDER  -  SECOND
 CG1158
 CG1158.The horizontal coordinates were established by classical geodetic methods
 CG1158.and adjusted by the National Geodetic Survey in August 1993..
 CG1158
 CG1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1158
 CG1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1158
 CG1158.The geoid height was determined by GEOID03.
 CG1158
 CG1158;                    North         East     Units Scale Factor Converg.
 CG1158;SPC AZ E     -    42,097.435   221,467.952   MT  0.99990081   +0 02 39.8
 CG1158;SPC AZ E     -   138,114.94    726,600.89   iFT  0.99990081   +0 02 39.8
 CG1158;UTM  12      - 3,472,048.201   587,345.328   MT  0.99969410   +0 28 42.0
 CG1158
 CG1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1158!SPC AZ E     -   0.99979659  x   0.99990081  =   0.99969742
 CG1158!UTM  12      -   0.99979659  x   0.99969410  =   0.99949075
 CG1158
 CG1158|---------------------------------------------------------------------|
 CG1158| PID    Reference Object                     Distance      Geod. Az  |
 CG1158|                                                           dddmmss.s |
 CG1158| CS5411 GREEN RM 1                           10.355 METERS 09056     |
 CG1158| CS5412 GREEN RM 2                           10.219 METERS 27018     |
 CG1158|---------------------------------------------------------------------|
 CG1158
 CG1158                          SUPERSEDED SURVEY CONTROL
 CG1158
 CG1158  NAD 83(1986)-  31 22 46.91599(N)    110 04 53.11038(W) AD(       ) 2
 CG1158  NGVD 29 (03/13/91) 1322.7    (m)         4340.     (f) VERT ANG       
 CG1158
 CG1158.Superseded values are not recommended for survey control.
 CG1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1158.See file dsdata.txt to determine how the superseded data were derived.
 CG1158
 CG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8734572048(NAD 83)
 CG1158_MARKER: DS = TRIANGULATION STATION DISK
 CG1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1158+STABILITY: SURFACE MOTION
 CG1158
 CG1158  HISTORY     - Date     Condition        Report By
 CG1158  HISTORY     - 1982     MONUMENTED       AZDT
 CG1158
 CG1158                          STATION DESCRIPTION
 CG1158
 CG1158'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1158'THE STATION IS LOCATED 2-1/2 MILES EAST OF PALOMINAS ALONG STATE ROUTE
 CG1158'92.
 CG1158'
 CG1158'THE STATION MARK IS AN ADOT DISK STAMPED---GREEN 1982---SET IN
 CG1158'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE CENTER
 CG1158'LINE OF THE HIGHWAY. 2 FEET NORTH OF THE RIGHT OF WAY FENCELINE AND ON
 CG1158'TOP OF A 12 FOOT HIGHWAY CUT 4 FEET SOUTH OF WITNESS POST.
 CG1158'
 CG1158'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---GREEN RM 1 1982---SET
 CG1158'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1158'
 CG1158'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---GREEN RM 2 1982---SET
 CG1158'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1158'
 CG1158'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS TRAVEL EAST
 CG1158'ALONG STATE ROUTE 92 FOR 2.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0521 ***********************************************************************
 ER0521  DESIGNATION -  GREEN ECC
 ER0521  PID         -  ER0521
 ER0521  STATE/COUNTY-  AZ/APACHE
 ER0521  USGS QUAD   -  GREENS PEAK (1969)
 ER0521
 ER0521                         *CURRENT SURVEY CONTROL
 ER0521  ___________________________________________________________________
 ER0521* NAD 83(1992)-  34 06 42.66135(N)    109 34 27.94280(W)     ADJUSTED  
 ER0521* NAVD 88     -      3089.2    (meters)   10135.     (feet)  VERTCON   
 ER0521  ___________________________________________________________________
 ER0521  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ER0521  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0521
 ER0521  HORZ ORDER  -  FIRST
 ER0521
 ER0521.The horizontal coordinates were established by classical geodetic methods
 ER0521.and adjusted by the National Geodetic Survey in August 1993..
 ER0521
 ER0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0521
 ER0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0521
 ER0521.The geoid height was determined by GEOID03.
 ER0521
 ER0521;                    North         East     Units Scale Factor Converg.
 ER0521;SPC AZ E     -   345,217.796   267,996.875   MT  0.99993679   +0 19 55.7
 ER0521;SPC AZ E     - 1,132,604.32    879,254.84   iFT  0.99993679   +0 19 55.7
 ER0521;UTM  12      - 3,775,475.258   631,480.708   MT  0.99981310   +0 47 58.5
 ER0521
 ER0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0521!SPC AZ E     -   0.99951881  x   0.99993679  =   0.99945563
 ER0521!UTM  12      -   0.99951881  x   0.99981310  =   0.99933200
 ER0521
 ER0521|---------------------------------------------------------------------|
 ER0521| PID    Reference Object                     Distance      Geod. Az  |
 ER0521|                                                           dddmmss.s |
 ER0521| CD2963 GREEN RM                                           16216     |
 ER0521| CD2968 GREEN RM 1                           24.561 METERS 17543     |
 ER0521| CD2967 GREEN AZ MK                                        1852037.8 |
 ER0521| CD2969 GREEN RM 2                           20.605 METERS 28043     |
 ER0521| ER0520 GREEN=GREEN PEAK LOT                  7.117 METERS 34229     |
 ER0521|---------------------------------------------------------------------|
 ER0521
 ER0521                          SUPERSEDED SURVEY CONTROL
 ER0521
 ER0521  NAD 83(1986)-  34 06 42.65917(N)    109 34 27.94922(W) AD(       ) 1
 ER0521  NAD 27      -  34 06 42.49600(N)    109 34 25.60600(W) AD(       ) 1
 ER0521  NGVD 29 (07/19/86) 3088.0    (m)        10131.     (f) VERT ANG       
 ER0521
 ER0521.Superseded values are not recommended for survey control.
 ER0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0521.See file dsdata.txt to determine how the superseded data were derived.
 ER0521
 ER0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3148175475(NAD 83)
 ER0521_MARKER: DS = TRIANGULATION STATION DISK
 ER0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0521
 ER0521  HISTORY     - Date     Condition        Report By
 ER0521  HISTORY     - 1936     MONUMENTED       CGS
 ER0521
 ER0521                          STATION DESCRIPTION
 ER0521
 ER0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0521'ABOUT 16-1/2 MILES W OF SPRINGERVILLE, ON THE HIGHEST POINT
 ER0521'OF GREEN PEAK, ABOUT 14 FEET N OF THE NW CORNER OF THE RANGERS
 ER0521'CABIN, 12 FEET S OF THE SE CORNER OF THE LOOKOUT TOWER, AND 8
 ER0521'PACES S OF STATION GREEN.
 ER0521'
 ER0521'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 ER0521'DISKS SET IN CONCRETE.
 ER0521'
 ER0521'REFERENCE MARK NO. 1 IS 80.58 FEET FROM THE STATION S 04 DEG 17 MIN E.
 ER0521'
 ER0521'REFERENCE MARK NO. 2 IS 67.60 FEET FROM THE STATION N 79 DEG 17 MIN W.
 ER0521'
 ER0521'REFERENCE MARK NO. 1 OF STATION GREEN IS 22.83 FEET FROM THE
 ER0521'STATION S 17 DEG 44 MIN E.
 ER0521'
 ER0521'AZIMUTH MARK IS ON THE HIGHEST POINT OF RIDGE JUST BEFORE IT
 ER0521'DROPS OFF TO THE SW, 130 FEET WSW OF A FIVE-WIRE FENCE, 30
 ER0521'FEET E OF A N-AND-S FENCE AND APPROXIMATELY 0.15 MILE FROM STATION,
 ER0521'S 05 DEG 21 MIN W.
 ER0521'
 ER0521'AZIMUTH FROM STATION TO MC KAY LOOKOUT, ABOUT 15 MILES DISTANT,
 ER0521'IS S 54 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0520 ***********************************************************************
 ER0520  DESIGNATION -  GREEN=GREEN PEAK LOT
 ER0520  PID         -  ER0520
 ER0520  STATE/COUNTY-  AZ/APACHE
 ER0520  USGS QUAD   -  GREENS PEAK (1969)
 ER0520
 ER0520                         *CURRENT SURVEY CONTROL
 ER0520  ___________________________________________________________________
 ER0520* NAD 83(1992)-  34 06 42.88162(N)    109 34 28.02640(W)     ADJUSTED  
 ER0520* NAVD 88     -      3090.0    (meters)   10138.     (feet)  VERTCON   
 ER0520  ___________________________________________________________________
 ER0520  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0520  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0520
 ER0520  HORZ ORDER  -  FIRST
 ER0520
 ER0520.The horizontal coordinates were established by classical geodetic methods
 ER0520.and adjusted by the National Geodetic Survey in August 1993..
 ER0520
 ER0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0520
 ER0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0520
 ER0520.The geoid height was determined by GEOID03.
 ER0520
 ER0520;                    North         East     Units Scale Factor Converg.
 ER0520;SPC AZ E     -   345,224.570   267,994.693   MT  0.99993678   +0 19 55.7
 ER0520;SPC AZ E     - 1,132,626.54    879,247.68   iFT  0.99993678   +0 19 55.7
 ER0520;UTM  12      - 3,775,482.013   631,478.471   MT  0.99981309   +0 47 58.5
 ER0520
 ER0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0520!SPC AZ E     -   0.99951868  x   0.99993678  =   0.99945549
 ER0520!UTM  12      -   0.99951868  x   0.99981309  =   0.99933186
 ER0520
 ER0520:                Primary Azimuth Mark                     Grid Az
 ER0520:SPC AZ E     -  SPRINGERVILLE RED ROOF BR CH             084 46 49.0
 ER0520:UTM  12      -  SPRINGERVILLE RED ROOF BR CH             084 18 46.2
 ER0520
 ER0520|---------------------------------------------------------------------|
 ER0520| PID    Reference Object                     Distance      Geod. Az  |
 ER0520|                                                           dddmmss.s |
 ER0520| ER0481 SPRINGERVILLE RED ROOF BR CH        APPROX.27.1 KM 0850644.7 |
 ER0520| CD2963 GREEN RM                             27.002 METERS 16219     |
 ER0520| ER0521 GREEN ECC                             7.117 METERS 16229     |
 ER0520| CD2968 GREEN RM 1                           31.520 METERS 17244     |
 ER0520| DT0789 MOUNT BALDY SOUTH PEAK              APPROX.23.5 KM 1765902.6 |
 ER0520| ER0518 GREENS PEAK ARIZ ST HWY MAST         71.994 METERS 17837     |
 ER0520| CD2967 GREEN AZ MK                                        1844500.2 |
 ER0520| ER0527 COOLEY WATER TOWER                  APPROX.26.4 KM 2593823.9 |
 ER0520| CD2969 GREEN RM 2                           18.209 METERS 26034     |
 ER0520| ER0524 LAKE MOUNTAIN LOOKOUT TOWER         APPROX.18.7 KM 2855255.7 |
 ER0520|---------------------------------------------------------------------|
 ER0520
 ER0520                          SUPERSEDED SURVEY CONTROL
 ER0520
 ER0520  NAD 83(1986)-  34 06 42.87943(N)    109 34 28.03283(W) AD(       ) 1
 ER0520  NAD 27      -  34 06 42.71625(N)    109 34 25.68912(W) AD(       ) 1
 ER0520  NGVD 29 (07/19/86) 3088.8    (m)        10134.     (f) VERT ANG       
 ER0520
 ER0520.Superseded values are not recommended for survey control.
 ER0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0520.See file dsdata.txt to determine how the superseded data were derived.
 ER0520
 ER0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3147875482(NAD 83)
 ER0520
 ER0520  HISTORY     - Date     Condition        Report By
 ER0520  HISTORY     - 1919     MONUMENTED       CGS
 ER0520  HISTORY     - 1936     GOOD             CGS
 ER0520  HISTORY     - 1958     GOOD             CGS
 ER0520
 ER0520                          STATION DESCRIPTION
 ER0520
 ER0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0520'THE STATION IS ABOUT 17 MILES, AIR LINE, W OF SPRINGERVILLE,
 ER0520'IN THE APACHE NATIONAL FOREST, ON TOP OF GREENS PEAK, AND ON THE
 ER0520'HIGHEST GROUND IN THE VICINITY, GREENS PEAK IS THE HIGHEST OF
 ER0520'SEVERAL GRASSY PEAKS IN THE VICINITY.  IN 1920 THE STATION WAS
 ER0520'REPORTED TO BE 8 METERS (26 FEET) NW OF A LOOKOUT TOWER.  IN
 ER0520'1936 THE STATION WAS REPORTED TO BE UNDER THE CENTER OF GREEN
 ER0520'PEAK LOOKOUT TOWER.
 ER0520'
 ER0520'STATION MARK WAS STAMPED 1919 BUT IT WAS NOT OCCUPIED UNTIL 1920.
 ER0520'
 ER0520'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES
 ER0520'IN ROCK.
 ER0520'
 ER0520'REFERENCE MARK IS 27.005 METERS (88.60 FEET) FROM THE STATION
 ER0520'S 17 DEG 01 MIN E.
 ER0520'
 ER0520'A NEW STATION GREEN, ECCENTRIC WAS ESTABLISHED 7.113 METERS (23.34
 ER0520'FEET) FROM THE STATION S 17 DEG 26 MIN E.
 ER0520
 ER0520                          STATION RECOVERY (1958)
 ER0520
 ER0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0520'STATIONS GREEN 1919 AND GREEN 1936 WERE RECOVERED AS DESCRIBED AND
 ER0520'ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER
 ER0520'ONE FOR STATION GREEN 1919.  A THOROUGH SEARCH WAS MADE BUT IT WAS
 ER0520'NOT RECOVERED.
 ER0520'
 ER0520'THE STATION IS LOCATED AIRLINE, ABOUT 17 MILES WEST OF SPRINGERVILLE
 ER0520'AND ABOUT 17 MILES EAST-NORTHEAST OF MC NARY, ON THE HIGHEST
 ER0520'PART OF GREENS PEAK AND UNDER THE CENTER OF GREENS PEAK LOOKOUT
 ER0520'TOWER.
 ER0520'
 ER0520'THE STATION IS A STANDARD DISK STAMPED GREEN 1919 SET IN A
 ER0520'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 ER0520'ABOVE THE GROUND.  IT IS DIRECTLY UNDER AND IN THE MIDDLE OF GREENS
 ER0520'PEAK LOOKOUT TOWER.
 ER0520'
 ER0520'STATION GREEN 1936 IS A STANDARD DISK STAMPED GREEN 1936 SET
 ER0520'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 ER0520'INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 ER0520'STATION GREEN 1919.
 ER0520'
 ER0520'A REFERENCE MARK DISK STAMPED GREEN 1919 IS SET IN A DRILL
 ER0520'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE
 ER0520'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 ER0520'
 ER0520'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREEN NO 1
 ER0520'1936 SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 ER0520'1 INCH ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 ER0520'STATION.  IT IS 30 FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD
 ER0520'FORK AND 18 INCHES NORTH OF AN EAST-WEST FENCE LINE.
 ER0520'
 ER0520'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREEN NO 2
 ER0520'1936 SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ER0520'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER THAN
 ER0520'THE STATION.  IT IS 27 FEET WEST OF THE CENTER OF A ROAD.
 ER0520'
 ER0520'GREENS PEAK LOOKOUT TOWER HAS ABOUT A 14-FOOT SQUARE LOOKOUT
 ER0520'HOUSE, SET ON TOP OF A STEEL TOWER WHICH HAS ABOUT A 22-FOOT
 ER0520'SQUARE BASE AND THE OVERALL HEIGHT IS ABOUT 45 FEET.
 ER0520'
 ER0520'THE ARIZONA STATE HIGHWAY PATROL TOWER IS TRIANGULAR, CONSTRUCTED
 ER0520'OF STEEL AND THE OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT OF
 ER0520'INTERSECTION WAS THE CENTER.
 ER0520'
 ER0520'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1936 SET IN
 ER0520'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 ER0520'ABOVE THE GROUND.  IT IS 71.5 FEET SOUTH-SOUTHWEST OF THE
 ER0520'SOUTHWEST CORNER OF A METAL BUILDING AND 19 FEET WEST-NORTHWEST
 ER0520'OF A POWER LINE POLE.
 ER0520'
 ER0520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 ER0520'TRACK ROAD FOR ABOUT 0.15 MILE TO A METAL BUILDING ON THE LEFT
 ER0520'AND THE AZIMUTH MARK.
 ER0520'
 ER0520'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY, GO NORTH
 ER0520'FOR 0.05 MILE.  TURN RIGHT ONTO STATE HIGHWAY 73 AND GO EAST FOR
 ER0520'16.4 MILES TO A SIDE ROAD, RIGHT TO BIG LAKE.  CONTINUE EAST ON
 ER0520'THE HIGHWAY FOR 2.8 MILES.  TURN LEFT OFF THE HIGHWAY AS PER
 ER0520'SIGN GREENS PEAK LOOKOUT 5 MI. AND GO NORTH ON THE DIRT SIDE
 ER0520'ROAD FOR 3.9 MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD,
 ER0520'NORTHERLY FOR 0.7 MILE.  TAKE THE RIGHT FORK AND GO NORTHERLY,
 ER0520'UPHILL FOR 1.3 MILES TO THE HIGHEST PART OF THE PEAK, THE
 ER0520'LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GP0524 ***********************************************************************
 GP0524  DESIGNATION -  GREENLAND
 GP0524  PID         -  GP0524
 GP0524  STATE/COUNTY-  AZ/COCONINO
 GP0524  USGS QUAD   -  CAPE ROYAL (1988)
 GP0524
 GP0524                         *CURRENT SURVEY CONTROL
 GP0524  ___________________________________________________________________
 GP0524* NAD 83(1992)-  36 07 16.29447(N)    111 57 48.13425(W)     ADJUSTED  
 GP0524* NAVD 88     -      2396.1    (meters)    7861.     (feet)  VERTCON   
 GP0524  ___________________________________________________________________
 GP0524  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GP0524  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0524
 GP0524  HORZ ORDER  -  THIRD
 GP0524
 GP0524.The horizontal coordinates were established by classical geodetic methods
 GP0524.and adjusted by the National Geodetic Survey in August 1993..
 GP0524
 GP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0524
 GP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0524
 GP0524.The geoid height was determined by GEOID03.
 GP0524
 GP0524;                    North         East     Units Scale Factor Converg.
 GP0524;SPC AZ C     -   567,960.136   209,155.872   MT  0.99990022   -0 01 39.1
 GP0524;SPC AZ C     - 1,863,386.27    686,206.93   iFT  0.99990022   -0 01 39.1
 GP0524;UTM  12      - 3,997,820.326   413,305.481   MT  0.99969261   -0 34 04.6
 GP0524
 GP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0524!SPC AZ C     -   0.99962772  x   0.99990022  =   0.99952797
 GP0524!UTM  12      -   0.99962772  x   0.99969261  =   0.99932044
 GP0524
 GP0524:                Primary Azimuth Mark                     Grid Az
 GP0524:SPC AZ C     -  ROYAL RESET                              108 31 28.2
 GP0524:UTM  12      -  ROYAL RESET                              109 03 53.7
 GP0524
 GP0524|---------------------------------------------------------------------|
 GP0524| PID    Reference Object                     Distance      Geod. Az  |
 GP0524|                                                           dddmmss.s |
 GP0524| GP0595 ROYAL RESET                         APPROX. 1.4 KM 1082949.1 |
 GP0524|---------------------------------------------------------------------|
 GP0524
 GP0524                          SUPERSEDED SURVEY CONTROL
 GP0524
 GP0524  NAD 83(1986)-  36 07 16.29245(N)    111 57 48.13190(W) AD(       ) 3
 GP0524  NGVD 29 (05/08/89) 2395.0    (m)         7858.     (f) VERT ANG       
 GP0524
 GP0524.Superseded values are not recommended for survey control.
 GP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0524.See file dsdata.txt to determine how the superseded data were derived.
 GP0524
 GP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1330597820(NAD 83)
 GP0524_MARKER: DS = TRIANGULATION STATION DISK
 GP0524_SETTING: 80 = SET IN A BOULDER
 GP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0524+STABILITY: SURFACE MOTION
 GP0524
 GP0524  HISTORY     - Date     Condition        Report By
 GP0524  HISTORY     - 1903     MONUMENTED       USGS
 GP0524
 GP0524                          STATION DESCRIPTION
 GP0524
 GP0524'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0524'LOCATED ON POINT AT SOUTHWESTERN EXTREMITY OF GREENLAND HEADLAND,
 GP0524'SECOND POINT W. OF MOUTH OF MAIN DRAINAGE CANYON.
 GP0524'
 GP0524'TO REACH FROM GREENLAND SPRING, TAKE SADDLE HORSES.
 GP0524'
 GP0524'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 GP0524'LIMESTONE ROCK LEVEL WITH GROUND.
 GP0524'
 GP0524'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0518 ***********************************************************************
 ER0518  DESIGNATION -  GREENS PEAK ARIZ ST HWY MAST
 ER0518  PID         -  ER0518
 ER0518  STATE/COUNTY-  AZ/APACHE
 ER0518  USGS QUAD   -  GREENS PEAK (1969)
 ER0518
 ER0518                         *CURRENT SURVEY CONTROL
 ER0518  ___________________________________________________________________
 ER0518* NAD 83(1992)-  34 06 40.54576(N)    109 34 27.95873(W)     ADJUSTED  
 ER0518* NAVD 88     -                                                        
 ER0518  ___________________________________________________________________
 ER0518  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0518  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ER0518
 ER0518  HORZ ORDER  -  THIRD
 ER0518
 ER0518.The horizontal coordinates were established by classical geodetic methods
 ER0518.and adjusted by the National Geodetic Survey in August 1993..
 ER0518
 ER0518
 ER0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0518
 ER0518.The geoid height was determined by GEOID03.
 ER0518
 ER0518;                    North         East     Units Scale Factor Converg.
 ER0518;SPC AZ E     -   345,152.613   267,996.844   MT  0.99993679   +0 19 55.7
 ER0518;SPC AZ E     - 1,132,390.46    879,254.74   iFT  0.99993679   +0 19 55.7
 ER0518;UTM  12      - 3,775,410.084   631,481.209   MT  0.99981310   +0 47 58.5
 ER0518
 ER0518                          SUPERSEDED SURVEY CONTROL
 ER0518
 ER0518  NAD 83(1986)-  34 06 40.54358(N)    109 34 27.96516(W) AD(       ) 4
 ER0518  NAD 27      -  34 06 40.38100(N)    109 34 25.62100(W) AD(       ) 3
 ER0518
 ER0518.Superseded values are not recommended for survey control.
 ER0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0518.See file dsdata.txt to determine how the superseded data were derived.
 ER0518
 ER0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3148175410(NAD 83)
 ER0518_MARKER: 43 = RADIO/TV TOWER
 ER0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0518+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 ER0518
 ER0518  HISTORY     - Date     Condition        Report By
 ER0518  HISTORY     - 1958     FIRST OBSERVED   AZHD
 ER0518  HISTORY     - 20060716 GOOD             USPSQD
 ER0518
 ER0518                          STATION DESCRIPTION
 ER0518
 ER0518'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1958
 ER0518'THE ARIZONA STATE HIGHWAY PATROL TOWER IS TRIANGULAR, CONSTRUCTED
 ER0518'OF STEEL AND THE OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT OF
 ER0518'INTERSECTION WAS THE CENTER.
 ER0518
 ER0518                          STATION RECOVERY (2006)
 ER0518
 ER0518'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 ER0518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0764 ***********************************************************************
 DT0764  DESIGNATION -  GREY PK
 DT0764  PID         -  DT0764
 DT0764  STATE/COUNTY-  AZ/GREENLEE
 DT0764  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0764
 DT0764                         *CURRENT SURVEY CONTROL
 DT0764  ___________________________________________________________________
 DT0764* NAD 83(1992)-  33 13 46.92581(N)    109 24 27.92724(W)     ADJUSTED  
 DT0764* NAVD 88     -      2346.4    (meters)    7698.     (feet)  VERTCON   
 DT0764  ___________________________________________________________________
 DT0764  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DT0764  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DT0764
 DT0764  HORZ ORDER  -  SECOND
 DT0764
 DT0764.The horizontal coordinates were established by classical geodetic methods
 DT0764.and adjusted by the National Geodetic Survey in August 1993..
 DT0764
 DT0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0764
 DT0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0764
 DT0764.The geoid height was determined by GEOID03.
 DT0764
 DT0764;                    North         East     Units Scale Factor Converg.
 DT0764;SPC AZ E     -   247,481.109   284,091.908   MT  0.99996166   +0 24 57.2
 DT0764;SPC AZ E     -   811,945.90    932,060.07   iFT  0.99996166   +0 24 57.2
 DT0764;UTM  12      - 3,677,882.016   648,361.726   MT  0.99987139   +0 52 21.7
 DT0764
 DT0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0764!SPC AZ E     -   0.99963564  x   0.99996166  =   0.99959732
 DT0764!UTM  12      -   0.99963564  x   0.99987139  =   0.99950708
 DT0764
 DT0764:                Primary Azimuth Mark                     Grid Az
 DT0764:SPC AZ E     -  ROSE                                     008 00 20.0
 DT0764:UTM  12      -  ROSE                                     007 32 55.5
 DT0764
 DT0764|---------------------------------------------------------------------|
 DT0764| PID    Reference Object                     Distance      Geod. Az  |
 DT0764|                                                           dddmmss.s |
 DT0764| DT0766 ROSE                                APPROX.23.4 KM 0082517.2 |
 DT0764| CD2971 GREY PK RM 2                          9.304 METERS 07201     |
 DT0764| CD2970 GREY PK RM 1                          6.190 METERS 28736     |
 DT0764|---------------------------------------------------------------------|
 DT0764
 DT0764                          SUPERSEDED SURVEY CONTROL
 DT0764
 DT0764  NAD 83(1986)-  33 13 46.92217(N)    109 24 27.92678(W) AD(       ) 2
 DT0764  NAD 27      -  33 13 46.70723(N)    109 24 25.65102(W) AD(       ) 2
 DT0764  NGVD 29 (07/19/86) 2345.5    (m)         7695.     (f) VERT ANG       
 DT0764
 DT0764.Superseded values are not recommended for survey control.
 DT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0764.See file dsdata.txt to determine how the superseded data were derived.
 DT0764
 DT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4836277882(NAD 83)
 DT0764_MARKER: DD = SURVEY DISK
 DT0764_SETTING: 66 = SET IN ROCK OUTCROP
 DT0764_SP_SET: SET IN ROCK OUTCROP
 DT0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0764+STABILITY: POSITION/ELEVATION WELL
 DT0764
 DT0764  HISTORY     - Date     Condition        Report By
 DT0764  HISTORY     - 1977     MONUMENTED       USGS
 DT0764
 DT0764                          STATION DESCRIPTION
 DT0764
 DT0764'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (TT)
 DT0764'THE STATION IS ABOUT 13.5 MILES NORTH-NORTHWEST OF CLIFTON ON
 DT0764'A HIGH POINT OF GROUND KNOWN AS GRAY PEAK.
 DT0764'
 DT0764'THE STATION IS A STANDARD U.S.G.S. TABLET STAMPED GREY PEAK
 DT0764'1961 AND IS CEMENTED IN ROCK OUTCROP.
 DT0764'
 DT0764'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK
 DT0764'TABLET STAMPED NO. 2 1961 AND IS CEMENTED IN A HIGH ROCK OUTCROP.
 DT0764'
 DT0764'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE MARK
 DT0764'STAMPED NO. 1 1961 CEMENTED IN ROCK OUTCROP ABOUT 4 FEET LOWER
 DT0764'THAN STATION.
 DT0764'
 DT0764'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, TRAVEL NORTH
 DT0764'ON TEMPORARY U.S. 666 THROUGH MORENCI AND TOWARDS SPRINGERVILLE
 DT0764'PASSING THROUGH A CANYON AND WINDING CURVES TO MILE POST 183.75
 DT0764'AND A DIRT ROAD ON THE LEFT LEADING TO TULE RANCH, TURN LEFT
 DT0764'(WEST) ON RANCH ROAD AND GO 0.20 MILE TO A SMALL CORRAL ON THE
 DT0764'RIGHT AND THE END OF TRUCK TRAVEL.  PARK ACROSS FROM CORRAL AND
 DT0764'FOLLOW NORTH-SOUTH PROPERTY FENCE UP A LONG RIDGE, NEAR TOP OF
 DT0764'RIDGE IS A LARGE OUTCROP OF GRANITE, GO TO LEFT AND PARTIALLY
 DT0764'AROUND OUTCROP TO AN OPENING IN OUTCROP, CLIMB UP OPENING
 DT0764'THEN PICK YOUR WAY NORTHWEST TO THE NEXT RIDGE AND THE TOP
 DT0764'WHERE STATION IS LOCATED.  ABOUT A 50 MINUTE PACK AND NOT
 DT0764'RECOMMENDED AFTER DARK.
 DT0764'
 DT0764'*NOTE--
 DT0764'
 DT0764'THERE IS A DEPT. OF AGRICULTURE BM TABLET STAMPED GREY 1954
 DT0764'CEMENTED IN A ROCK 4.10 FEET SOUTH OF STATION.
 DT0764'
 DT0764'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0525 ***********************************************************************
 FS0525  DESIGNATION -  GRIFFITH
 FS0525  PID         -  FS0525
 FS0525  STATE/COUNTY-  AZ/MOHAVE
 FS0525  USGS QUAD   -  KINGMAN SE (1980)
 FS0525
 FS0525                         *CURRENT SURVEY CONTROL
 FS0525  ___________________________________________________________________
 FS0525* NAD 83(1992)-  35 03 25.04114(N)    114 07 08.29781(W)     ADJUSTED  
 FS0525* NAVD 88     -       791.104  (meters)    2595.48   (feet)  POSTED    
 FS0525  ___________________________________________________________________
 FS0525  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 FS0525  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FS0525  DYNAMIC HT  -         790.200 (meters)    2592.51  (feet)  COMP
 FS0525  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 FS0525
 FS0525  HORZ ORDER  -  SECOND
 FS0525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0525
 FS0525.The horizontal coordinates were established by classical geodetic methods
 FS0525.and adjusted by the National Geodetic Survey in August 1993..
 FS0525
 FS0525.The orthometric height was determined by differential leveling
 FS0525.and adjusted by the National Geodetic Survey in 1992..
 FS0525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0525.rate of 0.0 thru 1.0 mm/km.
 FS0525
 FS0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0525
 FS0525.The geoid height was determined by GEOID03.
 FS0525
 FS0525.The dynamic height is computed by dividing the NAVD 88
 FS0525.geopotential number by the normal gravity value computed on the
 FS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0525.degrees latitude (g = 980.6199 gals.).
 FS0525
 FS0525.The modeled gravity was interpolated from observed gravity values.
 FS0525
 FS0525;                    North         East     Units Scale Factor Converg.
 FS0525;SPC AZ W     -   449,969.578   179,702.777   MT  0.99994729   -0 12 43.0
 FS0525;SPC AZ W     - 1,476,278.14    589,576.04   iFT  0.99994729   -0 12 43.0
 FS0525;UTM  11      - 3,883,155.650   762,754.279   MT  1.00045097   +1 39 20.8
 FS0525
 FS0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0525!SPC AZ W     -   0.99988041  x   0.99994729  =   0.99982770
 FS0525!UTM  11      -   0.99988041  x   1.00045097  =   1.00033132
 FS0525
 FS0525|---------------------------------------------------------------------|
 FS0525| PID    Reference Object                     Distance      Geod. Az  |
 FS0525|                                                           dddmmss.s |
 FS0525| FS0524 GRIFFITH RM 1                        21.378 METERS 10957     |
 FS0525| FS0526 GRIFFITH RM 2                        25.676 METERS 17324     |
 FS0525| FS0523 GRIFFITH AZ MK                                     2712645.8 |
 FS0525|---------------------------------------------------------------------|
 FS0525
 FS0525                          SUPERSEDED SURVEY CONTROL
 FS0525
 FS0525  NAD 83(1986)-  35 03 25.04213(N)    114 07 08.29871(W) AD(       ) 2
 FS0525  NAD 27      -  35 03 25.02400(N)    114 07 05.46120(W) AD(       ) 2
 FS0525  NGVD 29 (??/??/92)  790.347  (m)         2593.00   (f) ADJ UNCH    2 0
 FS0525
 FS0525.Superseded values are not recommended for survey control.
 FS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0525.See file dsdata.txt to determine how the superseded data were derived.
 FS0525
 FS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6275483156(NAD 83)
 FS0525_MARKER: DE = TRAVERSE STATION DISK
 FS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0525_STAMPING: GRIFFITH 1961
 FS0525_MARK LOGO: CGS   
 FS0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0525+STABILITY: SURFACE MOTION
 FS0525
 FS0525  HISTORY     - Date     Condition        Report By
 FS0525  HISTORY     - 1961     MONUMENTED       CGS
 FS0525  HISTORY     - 1961     GOOD             CGS
 FS0525  HISTORY     - 1981     GOOD             NGS
 FS0525  HISTORY     - 19981008 GOOD             AZDT
 FS0525
 FS0525                          STATION DESCRIPTION
 FS0525
 FS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS0525'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF YUCCA, ABOUT
 FS0525'11 MILES SOUTH OF KINGMAN, ABOUT 0.5 MILE EAST OF U.S. HIGHWAY
 FS0525'66 AND ABOUT 150 FEET WEST OF THE RAILROAD TRACKS.
 FS0525'
 FS0525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS0525'93 IN THE SOUTHWEST PART OF KINGMAN, GO SOUTH ON U.S. HIGHWAY 66
 FS0525'FOR 10.3 MILES TO A SIDE ROAD LEFT AND A SIGN GRIFFITH, (0.1
 FS0525'MILE NORTH OF MILE POST 39) TURN LEFT, GO EASTERLY ON A DIRT
 FS0525'GRADED ROAD FOR 0.4 MILE TO T ROAD JUST WEST OF RAILROAD TRACKS,
 FS0525'TURN RIGHT, GO SOUTH ON TRACK ROAD ALONG WEST SIDE OF RAILROAD
 FS0525'TRACKS AND FENCE FOR 0.65 MILE TO A FENCE CORNER, TURN LEFT,
 FS0525'GO EAST FOR 0.05 MILE TO FENCE CORNER AND THE STATION ON LEFT.
 FS0525'
 FS0525'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 FS0525'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 FS0525'GRIFFITH 1961.  THE MARK IS 122 FEET WEST OF THE WEST RAIL
 FS0525'OF RAILROAD TRACKS, 27.8 FEET WEST OF FENCE CORNER, 7.6 FEET
 FS0525'SOUTHEAST OF WITNESS POST AND 5.5 FEET SOUTH OF FENCE.
 FS0525'
 FS0525'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 FS0525'TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES AND IS
 FS0525'STAMPED GRIFFITH NO 1 1961.  THE MARK IS 56.8 FEET WEST OF THE
 FS0525'WEST RAIL OF RAILROAD TRACKS, 50 FEET WEST-NORTHWEST OF THE
 FS0525'BASE OF A RAILROAD SIGNAL NO. 5271 AND 45 FEET EAST-SOUTHEAST
 FS0525'OF FENCE CORNER AND HIGHWAY RIGHT-OF-WAY POST.
 FS0525'
 FS0525'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN DRILL HOLE IN TOP
 FS0525'OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES AND IS
 FS0525'STAMPED GRIFFITH NO 2 1961.  THE MARK IS 101 FEET WEST OF THE
 FS0525'WEST RAIL OF RAILROAD TRACKS, 90.8 FEET SOUTH-SOUTHEAST OF
 FS0525'WITNESS POST, 87 FEET SOUTH-SOUTHWEST OF FENCE CORNER AND 36.5
 FS0525'FEET WEST OF FENCE.
 FS0525'
 FS0525'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 FS0525'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FS0525'STAMPED GRIFFITH 1961.  THE MARK IS 198 FEET EAST OF CENTER OF
 FS0525'U.S. HIGHWAY 66, 10 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY POST,
 FS0525'6.6 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 FS0525'
 FS0525'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 FS0525'MILE, TURN RIGHT, GO NORTH ALONG WEST SIDE OF FENCE FOR 0.65
 FS0525'MILE TO SIDE ROAD LEFT, TURN LEFT, GO WEST FOR 0.4 MILE TO
 FS0525'U.S. HIGHWAY 66, TURN LEFT, GO SOUTH ON U.S. HIGHWAY 66 FOR
 FS0525'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF ROAD AS
 FS0525'DESCRIBED.
 FS0525
 FS0525                          STATION RECOVERY (1961)
 FS0525
 FS0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FS0525'11.8 MI SSW FROM KINGMAN.
 FS0525'ABOUT 10.7 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0525'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0525'TO GRIFFITH ROAD, THENCE 0.45 MILES EAST ALONG GRIFFITH ROAD,
 FS0525'THENCE 0.7 MILES SOUTH ALONG A BLADED SAND ROAD, NEAR SIGNAL
 FS0525'5271 AND FENCE CORNER, 125 FEET WEST OF THE WEST RAIL OF THE
 FS0525'WEST TRACK, 120 FEET WEST-NORTHWEST OF SIGNAL 5271, 6 FEET SOUTH
 FS0525'OF THE FENCE, 28 FEET WEST OF THE FENCE CORNER AND R.O.W MARKER,
 FS0525'7.5 FEET SOUTHEAST OF METAL WITNESSS POST AND SET IN THE TOP OF A
 FS0525'CONCRETE POST PROJECTING 3 INCHES.
 FS0525
 FS0525                          STATION RECOVERY (1981)
 FS0525
 FS0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0525'RECOVERED IN GOOD CONDITION.
 FS0525
 FS0525                          STATION RECOVERY (1998)
 FS0525
 FS0525'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 FS0525'GRIFFITH 1961 - AS DESCRIBED AS GOOD.  GRIFFITH RM 1 IS DESTROYED.
 FS0525'FROM GRIFFITH ROAD AND I-40 GO EAST 0.5 MI (0.8 KM) THEN NORTH ON DIRT
 FS0525'ROAD WEST OF RR R/W FENCE 1.7 MI (2.7 KM) STATION IS EAST 400 FT
 FS0525'(121.9 M) +- ON OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0523 ***********************************************************************
 FS0523  DESIGNATION -  GRIFFITH AZ MK
 FS0523  PID         -  FS0523
 FS0523  STATE/COUNTY-  AZ/MOHAVE
 FS0523  USGS QUAD   -  KINGMAN SE (1980)
 FS0523
 FS0523                         *CURRENT SURVEY CONTROL
 FS0523  ___________________________________________________________________
 FS0523* NAD 83(1986)-  35 03 25.     (N)    114 07 34.     (W)     SCALED    
 FS0523* NAVD 88     -       778.326  (meters)    2553.56   (feet)  POSTED    
 FS0523  ___________________________________________________________________
 FS0523  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FS0523  DYNAMIC HT  -         777.430 (meters)    2550.62  (feet)  COMP
 FS0523  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 FS0523
 FS0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0523
 FS0523.The horizontal coordinates were scaled from a topographic map and have
 FS0523.an estimated accuracy of +/- 6 seconds.
 FS0523
 FS0523.The orthometric height was determined by differential leveling
 FS0523.and adjusted by the National Geodetic Survey in 1992..
 FS0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0523.rate of 0.0 thru 1.0 mm/km.
 FS0523
 FS0523.The geoid height was determined by GEOID03.
 FS0523
 FS0523.The dynamic height is computed by dividing the NAVD 88
 FS0523.geopotential number by the normal gravity value computed on the
 FS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0523.degrees latitude (g = 980.6199 gals.).
 FS0523
 FS0523.The modeled gravity was interpolated from observed gravity values.
 FS0523
 FS0523;                    North         East    Units  Estimated Accuracy
 FS0523;SPC AZ W     -   449,970.      179,050.      MT  (+/- 180 meters Scaled)
 FS0523
 FS0523                          SUPERSEDED SURVEY CONTROL
 FS0523
 FS0523  NGVD 29 (??/??/92)  777.570  (m)         2551.08   (f) ADJ UNCH    2 0
 FS0523
 FS0523.Superseded values are not recommended for survey control.
 FS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0523.See file dsdata.txt to determine how the superseded data were derived.
 FS0523
 FS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU621831(NAD 83)
 FS0523_MARKER: DZ = AZIMUTH MARK DISK
 FS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0523_STAMPING: GRIFFITH 1961
 FS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0523+STABILITY: SURFACE MOTION
 FS0523
 FS0523  HISTORY     - Date     Condition        Report By
 FS0523  HISTORY     - 1961     MONUMENTED       CGS
 FS0523
 FS0523                          STATION DESCRIPTION
 FS0523
 FS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0523'11 MI SSW FROM KINGMAN.
 FS0523'ABOUT 11.05 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0523'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0523'200 FOOT EAST OF THE CENTER OF U.S. HIGHWAY 66, 1 FOOT WEST OF A
 FS0523'FENCE, 122 FEET NORTH OF A POLE, 10.5 FEET NORTH OF A R.O.W.
 FS0523'MARKER, 6.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 FS0523'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0523'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0526 ***********************************************************************
 FS0526  DESIGNATION -  GRIFFITH RM 2
 FS0526  PID         -  FS0526
 FS0526  STATE/COUNTY-  AZ/MOHAVE
 FS0526  USGS QUAD   -  KINGMAN SE (1980)
 FS0526
 FS0526                         *CURRENT SURVEY CONTROL
 FS0526  ___________________________________________________________________
 FS0526* NAD 83(1986)-  35 03 26.     (N)    114 07 09.     (W)     SCALED    
 FS0526* NAVD 88     -       790.538  (meters)    2593.62   (feet)  POSTED    
 FS0526  ___________________________________________________________________
 FS0526  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FS0526  DYNAMIC HT  -         789.630 (meters)    2590.64  (feet)  COMP
 FS0526  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 FS0526
 FS0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0526
 FS0526.The horizontal coordinates were scaled from a topographic map and have
 FS0526.an estimated accuracy of +/- 6 seconds.
 FS0526
 FS0526.The orthometric height was determined by differential leveling
 FS0526.and adjusted by the National Geodetic Survey in 1992..
 FS0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0526.rate of 0.0 thru 1.0 mm/km.
 FS0526
 FS0526.The geoid height was determined by GEOID03.
 FS0526
 FS0526.The dynamic height is computed by dividing the NAVD 88
 FS0526.geopotential number by the normal gravity value computed on the
 FS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0526.degrees latitude (g = 980.6199 gals.).
 FS0526
 FS0526.The modeled gravity was interpolated from observed gravity values.
 FS0526
 FS0526;                    North         East    Units  Estimated Accuracy
 FS0526;SPC AZ W     -   450,000.      179,690.      MT  (+/- 180 meters Scaled)
 FS0526
 FS0526                          SUPERSEDED SURVEY CONTROL
 FS0526
 FS0526  NGVD 29 (??/??/92)  789.781  (m)         2591.14   (f) ADJ UNCH    2 0
 FS0526
 FS0526.Superseded values are not recommended for survey control.
 FS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0526.See file dsdata.txt to determine how the superseded data were derived.
 FS0526
 FS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU627831(NAD 83)
 FS0526_MARKER: DR = REFERENCE MARK DISK
 FS0526_SETTING: 80 = SET IN A BOULDER
 FS0526_SP_SET: BOULDER
 FS0526_STAMPING: GRIFFITH NO 2 1961
 FS0526_MARK LOGO: CGS   
 FS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0526+STABILITY: SURFACE MOTION
 FS0526
 FS0526  HISTORY     - Date     Condition        Report By
 FS0526  HISTORY     - 1961     MONUMENTED       CGS
 FS0526  HISTORY     - 1981     GOOD             NGS
 FS0526
 FS0526                          STATION DESCRIPTION
 FS0526
 FS0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0526'11.8 MI SSW FROM KINGMAN.
 FS0526'ABOUT 10.7 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0526'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0526'TO GRIFFITH ROAD, THENCE 0.45 MILES EAST ALONG GRIFFITH ROAD,
 FS0526'THENCE 0.7 MILES SOUTH ALONG A BLADED SAND ROAD, NEAR SIGNAL
 FS0526'5271 AND A FENCE CORNER, SET IN THE TOP OF A 1 FOOT BY 1 1/2
 FS0526'FOOT BOULDER FLUSH WITH THE GROUND, 104 FEET WEST OF THE WEST
 FS0526'RAIL OF THE WEST TRACK, 106 FEET WEST-SOUTH WEST OF SIGNAL 5271,
 FS0526'36.5 FEET WEST OF THE FENCE, 84.3 FEET SOUTH-SOUTHEAST OF
 FS0526'TRAVERSE STATION GRIFFITH AND 91.3 FEET SOUTH-SOUTHEAST OF A
 FS0526'METAL WITNESS POST.
 FS0526
 FS0526                          STATION RECOVERY (1981)
 FS0526
 FS0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0913 ***********************************************************************
 DU0913  DESIGNATION -  GRIND
 DU0913  PID         -  DU0913
 DU0913  STATE/COUNTY-  AZ/MARICOPA
 DU0913  USGS QUAD   -  TEMPE (1982)
 DU0913
 DU0913                         *CURRENT SURVEY CONTROL
 DU0913  ___________________________________________________________________
 DU0913* NAD 83(1992)-  33 27 41.51493(N)    111 52 59.45467(W)     ADJUSTED  
 DU0913* NAVD 88     -       368.80   (+/-2cm)    1210.0    (feet)  VERTCON   
 DU0913  ___________________________________________________________________
 DU0913  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DU0913  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0913
 DU0913  HORZ ORDER  -  SECOND
 DU0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0913
 DU0913.The horizontal coordinates were established by classical geodetic methods
 DU0913.and adjusted by the National Geodetic Survey in August 1993..
 DU0913
 DU0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0913.The vertical order pertains to the NGVD 29 superseded value.
 DU0913
 DU0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0913
 DU0913.The geoid height was determined by GEOID03.
 DU0913
 DU0913;                    North         East     Units Scale Factor Converg.
 DU0913;SPC AZ C     -   272,934.772   216,472.558   MT  0.99990012   +0 01 06.5
 DU0913;SPC AZ C     -   895,455.29    710,211.80   iFT  0.99990012   +0 01 06.5
 DU0913;UTM  12      - 3,702,803.105   417,927.772   MT  0.99968304   -0 29 13.2
 DU0913
 DU0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0913!SPC AZ C     -   0.99994677  x   0.99990012  =   0.99984689
 DU0913!UTM  12      -   0.99994677  x   0.99968304  =   0.99962982
 DU0913
 DU0913|---------------------------------------------------------------------|
 DU0913| PID    Reference Object                     Distance      Geod. Az  |
 DU0913|                                                           dddmmss.s |
 DU0913| DU0914 GRIND RM 1                            9.575 METERS 00115     |
 DU0913| DU2149 MESA MUNICIPAL TANK 2               APPROX. 6.6 KM 1322712.7 |
 DU0913| DU2150 MESA MUNICIPAL TANK 1               APPROX. 6.6 KM 1324822.4 |
 DU0913| DU2152 MESA MUNICIPAL TANK 3               APPROX. 8.8 KM 1333214.8 |
 DU0913| DU0912 GRIND RM 2                            9.898 METERS 17832     |
 DU0913| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 1.9 KM 2751512.2 |
 DU0913| DU0915 GRIND AZ MK                                        3583107.7 |
 DU0913|---------------------------------------------------------------------|
 DU0913
 DU0913                          SUPERSEDED SURVEY CONTROL
 DU0913
 DU0913  NAD 83(1986)-  33 27 41.50932(N)    111 52 59.45868(W) AD(       ) 2
 DU0913  NAD 27      -  33 27 41.34870(N)    111 52 56.93600(W) AD(       ) 2
 DU0913  NGVD 29 (??/??/92)  368.212  (m)         1208.04   (f) ADJ UNCH    2 0
 DU0913
 DU0913.Superseded values are not recommended for survey control.
 DU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0913.See file dsdata.txt to determine how the superseded data were derived.
 DU0913
 DU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1792802803(NAD 83)
 DU0913_MARKER: DE = TRAVERSE STATION DISK
 DU0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0913_STAMPING: GRIND 1963
 DU0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0913+STABILITY: SURFACE MOTION
 DU0913
 DU0913  HISTORY     - Date     Condition        Report By
 DU0913  HISTORY     - 1963     MONUMENTED       CGS
 DU0913  HISTORY     - 1963     GOOD             CGS
 DU0913  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0913  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0913
 DU0913                          STATION DESCRIPTION
 DU0913
 DU0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0913'THE STATION IS LOCATED ALONG THE EAST SIDE OF A GRAVELED ROAD,
 DU0913'0.3 MILE SOUTH OF EAST MC DOWELL ROAD, 3-1/2 MILES SOUTHEAST
 DU0913'OF SCOTTSDALE, 4.0 MILES NORTHWEST OF MESA AND ON THE ROAD
 DU0913'RIGHT-OF-WAY.
 DU0913'
 DU0913'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE
 DU0913'ROAD AND EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD
 DU0913'FOR 2.0 MILES TO A CROSSROADS--(PIMA ROAD), CONTINUE EAST ON
 DU0913'MC DOWELL ROAD FOR 0.5 MILE TO A GRAVELED SIDE ROAD RIGHT
 DU0913'AND THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE
 DU0913'INTERSECTION, TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 DU0913'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DU0913'
 DU0913'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED GRIND
 DU0913'1963, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DU0913'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.6 FEET WEST OF A
 DU0913'STANDARD METAL WITNESS POST AND MARKER, 28.5 FEET EAST OF THE
 DU0913'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 46.0 FEET
 DU0913'EAST-NORTHEAST OF A POWERLINE POLE.
 DU0913'
 DU0913'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRIND NO 1 1963,
 DU0913'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 DU0913'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF A NORTH
 DU0913'AND SOUTH FENCE LINE, 27.0 FEET EAST OF THE APPROXIMATE CENTER
 DU0913'OF THE GRAVELED ROAD, 31.9 FEET NORTH OF THE WITNESS POST AND
 DU0913'63.5 FEET NORTHEAST OF THE POWERLINE POLE.
 DU0913'
 DU0913'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRIND NO 2 1963,
 DU0913'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DU0913'THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF THE NORTH AND SOUTH
 DU0913'FENCE LINE, 27.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0913'GRAVELED ROAD, 32.1 FEET SOUTH OF THE WITNESS POST AND 48.0
 DU0913'FEET SOUTHEAST OF THE POWERLINE POLE.
 DU0913'
 DU0913'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRIND 1963,
 DU0913'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 DU0913'IRRIGATION CANAL CONTROL GATE.  IT IS 8.0 FEET SOUTHEAST OF A
 DU0913'POWERLINE POLE, 49.5 FEET SOUTH OF THE CENTER LINE OF EAST
 DU0913'MC DOWELL ROAD AND 25.5 FEET WEST OF THE APPROXIMATE CENTER OF
 DU0913'THE GRAVELED ROAD.
 DU0913'
 DU0913'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0913
 DU0913                          STATION RECOVERY (1963)
 DU0913
 DU0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0913'2.8 MI SE FROM SCOTTSDALE.
 DU0913'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0913'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0913'ALONG A DIRT ROAD, 24 FEET EAST OF THE CENTER OF THE ROAD, 2.8 FEET
 DU0913'WEST OF A FENCE, 46 FEET EAST-NORTHEAST OF A POWER POLE, 2.6 FEET WEST
 DU0913'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 DU0913'A CONCRETE POST PROJECTING 1 INCH.  NOTE-- RM 1 IS 26 FEET EAST OF THE
 DU0913'CENTER OF THE ROAD, 31.4 FEET NORTH OF TRAVERSE STATION GRIND, 2 FEET
 DU0913'WEST OF A FENCE, 31.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DU0913'WITH THE ROAD, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRIND NO
 DU0913'1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES. RM 2 IS
 DU0913'32.5 FEET SOUTH OF TRAVERSE STATION GRIND, 26 FEET EAST OF THE CENTER
 DU0913'OF THE ROAD, 48 FEET EAST-SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A
 DU0913'FENCE, 32.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DU0913'ROAD, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRIND NO 2 1963,
 DU0913'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0913
 DU0913                          STATION RECOVERY (1970)
 DU0913
 DU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0913'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT
 DU0913'RECOVERED AND APPEAR TO HAVE BEEN DESTROYED DURING THE
 DU0913'CONSTRUCTION OF A TRAILOR PARK.  THE AZIMUTH MARK WAS RECOVERED
 DU0913'AS DESCRIBED.
 DU0913'
 DU0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DU0913'SOUTHEAST OF SCOTTSDALE.
 DU0913
 DU0913                          STATION RECOVERY (1970)
 DU0913
 DU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0915 ***********************************************************************
 DU0915  DESIGNATION -  GRIND AZ MK
 DU0915  PID         -  DU0915
 DU0915  STATE/COUNTY-  AZ/MARICOPA
 DU0915  USGS QUAD   -  TEMPE (1982)
 DU0915
 DU0915                         *CURRENT SURVEY CONTROL
 DU0915  ___________________________________________________________________
 DU0915* NAD 83(1986)-  33 27 54.     (N)    111 52 59.     (W)     SCALED    
 DU0915* NAVD 88     -       371.80   (+/-2cm)    1219.8    (feet)  VERTCON   
 DU0915  ___________________________________________________________________
 DU0915  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0915
 DU0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0915
 DU0915.The horizontal coordinates were scaled from a topographic map and have
 DU0915.an estimated accuracy of +/- 6 seconds.
 DU0915
 DU0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0915.The vertical order pertains to the NGVD 29 superseded value.
 DU0915
 DU0915.The geoid height was determined by GEOID03.
 DU0915
 DU0915;                    North         East    Units  Estimated Accuracy
 DU0915;SPC AZ C     -   273,320.      216,480.      MT  (+/- 180 meters Scaled)
 DU0915
 DU0915                          SUPERSEDED SURVEY CONTROL
 DU0915
 DU0915  NGVD 29 (??/??/92)  371.212  (m)         1217.88   (f) ADJ UNCH    2 0
 DU0915
 DU0915.Superseded values are not recommended for survey control.
 DU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0915.See file dsdata.txt to determine how the superseded data were derived.
 DU0915
 DU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179031(NAD 83)
 DU0915_MARKER: DZ = AZIMUTH MARK DISK
 DU0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0915_SP_SET: CONTROL BOX
 DU0915_STAMPING: GRIND 1963
 DU0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0915
 DU0915  HISTORY     - Date     Condition        Report By
 DU0915  HISTORY     - 1963     MONUMENTED       CGS
 DU0915  HISTORY     - 1970     GOOD             NGS
 DU0915
 DU0915                          STATION DESCRIPTION
 DU0915
 DU0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0915'2.5 MI E FROM SCOTTSDALE.
 DU0915'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0915'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0915'DIRT ROAD, SET IN TOP OF THE NORTHWEST CORNER OF A CONCRETE IRRIGATION
 DU0915'CONTROL BOX, 45 FEET SOUTH OF THE CENTER OF EAST MCDOWELL ROAD, 24
 DU0915'FEET WEST OF THE CENTER OF THE DIRT ROAD, 15 FEET NORTH OF THE CENTER
 DU0915'OF A DRIVE TO A FARM HOUSE, 8 FEET SOUTHEAST OF A POWER POLE, ABOUT 2
 DU0915'FEET ABOVE THE LEVEL OF THE ROAD.
 DU0915
 DU0915                          STATION RECOVERY (1970)
 DU0915
 DU0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0914 ***********************************************************************
 DU0914  DESIGNATION -  GRIND RM 1
 DU0914  PID         -  DU0914
 DU0914  STATE/COUNTY-  AZ/MARICOPA
 DU0914  USGS QUAD   -  TEMPE (1982)
 DU0914
 DU0914                         *CURRENT SURVEY CONTROL
 DU0914  ___________________________________________________________________
 DU0914* NAD 83(1986)-  33 27 41.     (N)    111 52 59.     (W)     SCALED    
 DU0914* NAVD 88     -       368.90   (+/-2cm)    1210.3    (feet)  VERTCON   
 DU0914  ___________________________________________________________________
 DU0914  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0914
 DU0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0914
 DU0914.The horizontal coordinates were scaled from a topographic map and have
 DU0914.an estimated accuracy of +/- 6 seconds.
 DU0914
 DU0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0914.The vertical order pertains to the NGVD 29 superseded value.
 DU0914
 DU0914.The geoid height was determined by GEOID03.
 DU0914
 DU0914;                    North         East    Units  Estimated Accuracy
 DU0914;SPC AZ C     -   272,920.      216,480.      MT  (+/- 180 meters Scaled)
 DU0914
 DU0914                          SUPERSEDED SURVEY CONTROL
 DU0914
 DU0914  NGVD 29 (??/??/92)  368.318  (m)         1208.39   (f) ADJ UNCH    2 0
 DU0914
 DU0914.Superseded values are not recommended for survey control.
 DU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0914.See file dsdata.txt to determine how the superseded data were derived.
 DU0914
 DU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179027(NAD 83)
 DU0914_MARKER: DR = REFERENCE MARK DISK
 DU0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0914_STAMPING: GRIND NO 1 1963
 DU0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0914+STABILITY: SURFACE MOTION
 DU0914
 DU0914  HISTORY     - Date     Condition        Report By
 DU0914  HISTORY     - 1963     MONUMENTED       CGS
 DU0914  HISTORY     - 1970     GOOD             NGS
 DU0914
 DU0914                          STATION DESCRIPTION
 DU0914
 DU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0914'2.8 MI SE FROM SCOTTSDALE.
 DU0914'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0914'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0914'ALONG A DIRT ROAD, 26 FEET EAST OF THE CENTER OF THE ROAD, 31.4 FEET
 DU0914'NORTH OF TRAVERSE STATION GRIND, 2 FEET WEST OF A FENCE, 31.9 FEET
 DU0914'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU0914'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0914
 DU0914                          STATION RECOVERY (1970)
 DU0914
 DU0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0912 ***********************************************************************
 DU0912  DESIGNATION -  GRIND RM 2
 DU0912  PID         -  DU0912
 DU0912  STATE/COUNTY-  AZ/MARICOPA
 DU0912  USGS QUAD   -  TEMPE (1982)
 DU0912
 DU0912                         *CURRENT SURVEY CONTROL
 DU0912  ___________________________________________________________________
 DU0912* NAD 83(1986)-  33 27 41.     (N)    111 52 59.     (W)     SCALED    
 DU0912* NAVD 88     -       368.70   (+/-2cm)    1209.6    (feet)  VERTCON   
 DU0912  ___________________________________________________________________
 DU0912  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0912
 DU0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0912
 DU0912.The horizontal coordinates were scaled from a topographic map and have
 DU0912.an estimated accuracy of +/- 6 seconds.
 DU0912
 DU0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0912.The vertical order pertains to the NGVD 29 superseded value.
 DU0912
 DU0912.The geoid height was determined by GEOID03.
 DU0912
 DU0912;                    North         East    Units  Estimated Accuracy
 DU0912;SPC AZ C     -   272,920.      216,480.      MT  (+/- 180 meters Scaled)
 DU0912
 DU0912                          SUPERSEDED SURVEY CONTROL
 DU0912
 DU0912  NGVD 29 (??/??/92)  368.114  (m)         1207.72   (f) ADJ UNCH    2 0
 DU0912
 DU0912.Superseded values are not recommended for survey control.
 DU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0912.See file dsdata.txt to determine how the superseded data were derived.
 DU0912
 DU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179027(NAD 83)
 DU0912_MARKER: DR = REFERENCE MARK DISK
 DU0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0912_STAMPING: GRIND NO 2 1963
 DU0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0912+STABILITY: SURFACE MOTION
 DU0912
 DU0912  HISTORY     - Date     Condition        Report By
 DU0912  HISTORY     - 1963     MONUMENTED       CGS
 DU0912  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0912
 DU0912                          STATION DESCRIPTION
 DU0912
 DU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0912'2.8 MI SE FROM SCOTTSDALE.
 DU0912'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0912'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0912'ALONG A DIRT ROAD, 32.5 FEET SOUTH OF TRAVERSE STATION GRIND, 26 FEET
 DU0912'EAST OF THE CENTER OF THE ROAD, 48 FEET EAST-SOUTHEAST OF A POWER
 DU0912'POLE, 2 FEET WEST OF A FENCE, 32.2 FEET SOUTH OF A METAL WITNESS POST,
 DU0912'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0912'PROJECTING 3 INCHES.
 DU0912
 DU0912                          STATION RECOVERY (1970)
 DU0912
 DU0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1956 ***********************************************************************
 CZ1956  DESIGNATION -  GRISWOLD
 CZ1956  PID         -  CZ1956
 CZ1956  STATE/COUNTY-  AZ/PIMA
 CZ1956  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1956
 CZ1956                         *CURRENT SURVEY CONTROL
 CZ1956  ___________________________________________________________________
 CZ1956* NAD 83(1992)-  32 22 55.87649(N)    111 04 50.79153(W)     ADJUSTED  
 CZ1956* NAVD 88     -       704.4    (meters)    2311.     (feet)  GPS OBS   
 CZ1956  ___________________________________________________________________
 CZ1956  X           -  -1,939,432.833 (meters)                     COMP
 CZ1956  Y           -  -5,031,183.284 (meters)                     COMP
 CZ1956  Z           -   3,396,658.831 (meters)                     COMP
 CZ1956  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CZ1956  ELLIP HEIGHT-         675.07  (meters)          (07/18/02) GPS OBS
 CZ1956  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1956
 CZ1956  HORZ ORDER  -  FIRST
 CZ1956  ELLP ORDER  -  FOURTH    CLASS II
 CZ1956
 CZ1956.The horizontal coordinates were established by classical geodetic methods
 CZ1956.and adjusted by the National Geodetic Survey in August 1993..
 CZ1956
 CZ1956.The orthometric height was determined by GPS observations and a
 CZ1956.high-resolution geoid model.
 CZ1956
 CZ1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1956
 CZ1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1956
 CZ1956.The ellipsoidal height was determined by GPS observations
 CZ1956.and is referenced to NAD 83.
 CZ1956
 CZ1956.The geoid height was determined by GEOID03.
 CZ1956
 CZ1956;                    North         East     Units Scale Factor Converg.
 CZ1956;SPC AZ C     -   153,550.938   292,009.929   MT  0.99997626   +0 26 51.7
 CZ1956;SPC AZ C     -   503,776.04    958,037.82   iFT  0.99997626   +0 26 51.7
 CZ1956;UTM  12      - 3,582,802.488   492,402.146   MT  0.99960071   -0 02 35.7
 CZ1956
 CZ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1956!SPC AZ C     -   0.99989402  x   0.99997626  =   0.99987028
 CZ1956!UTM  12      -   0.99989402  x   0.99960071  =   0.99949477
 CZ1956
 CZ1956|---------------------------------------------------------------------|
 CZ1956| PID    Reference Object                     Distance      Geod. Az  |
 CZ1956|                                                           dddmmss.s |
 CZ1956| CZ1957 GRISWOLD RM A                        25.301 METERS 01708     |
 CZ1956| CH5262 GRISWOLD RM 1                        18.559 METERS 06256     |
 CZ1956| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 2.0 KM 2375642.2 |
 CZ1956| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 7.1 KM 2955405.9 |
 CZ1956| CH5263 GRISWOLD RM 2                        20.890 METERS 34633     |
 CZ1956|---------------------------------------------------------------------|
 CZ1956
 CZ1956                          SUPERSEDED SURVEY CONTROL
 CZ1956
 CZ1956  ELLIP H (08/23/93)  675.18   (m)                       GP(       ) 4 2
 CZ1956  NAD 83(1986)-  32 22 55.87367(N)    111 04 50.78766(W) AD(       ) 1
 CZ1956  NAD 27      -  32 22 55.61061(N)    111 04 48.43671(W) AD(       ) 1
 CZ1956  NGVD 29 (07/19/86)  703.0    (m)         2306.     (f) VERT ANG       
 CZ1956
 CZ1956.Superseded values are not recommended for survey control.
 CZ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1956.See file dsdata.txt to determine how the superseded data were derived.
 CZ1956
 CZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9240282802(NAD 83)
 CZ1956_MARKER: DS = TRIANGULATION STATION DISK
 CZ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1956_SP_SET: CONCRETE POST
 CZ1956_STAMPING: GRISWOLD 1971
 CZ1956_MARK LOGO: NGS   
 CZ1956_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1956+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 CZ1956
 CZ1956  HISTORY     - Date     Condition        Report By
 CZ1956  HISTORY     - 1971     MONUMENTED       NGS
 CZ1956  HISTORY     - 1971     GOOD             NGS
 CZ1956  HISTORY     - 19900411 GOOD             AZ-019
 CZ1956  HISTORY     - 19910815 GOOD             AZ-019
 CZ1956
 CZ1956                          STATION DESCRIPTION
 CZ1956
 CZ1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1956'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF TUCSON, 4-1/2
 CZ1956'MILES SOUTHEAST OF RILLITO, 1-1/2 MILES NORTHEAST OF INTERSTATE
 CZ1956'HIGHWAY 10 AND ON PROPERTY OWNED BY THE GRISWOLD REALTY COMPANY,
 CZ1956'3711 PALO VERDE AVENUE, TUCSON, PHONE 327-6621.
 CZ1956'
 CZ1956'TO REACH THE STATION FROM INTERSTATE 10 AND CORTARO EXIT NORTHWEST OF
 CZ1956'TUCSON GO NORTHWEST ON FRONTAGE ROAD FOR 1.55 MILES TO A SIDE ROAD
 CZ1956'RIGHT AND SIGN CAMINO DE MANANA.  TURN RIGHT AND GO NORTHEAST ON
 CZ1956'CAMINO DE MANANA ROAD FOR 1.2 MILES TO OASIS ROAD.  TURN RIGHT AND
 CZ1956'GO EAST ON OASIS ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT FORK ON
 CZ1956'MAIN GRAVELED ROAD AND GO EAST FOR 0.25 MILE TO JIMMY ROAD.  TURN
 CZ1956'RIGHT AND GO SOUTH ON JIMMY ROAD FOR 0.4 MILE TO THE STATION ON
 CZ1956'THE RIGHT.
 CZ1956'
 CZ1956'THE STATION MARKS ARE STANDARD DISKS STAMPED GRISWOLD 1971, THE
 CZ1956'SURFACE MARK IS A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CZ1956'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 125
 CZ1956'FEET SOUTHWEST OF THE CENTER OF THE BLADED ROAD, 3-1/2 FEET
 CZ1956'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CZ1956'UNDERGROUND MARK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CZ1956'
 CZ1956'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRISWOLD NO 1 1971,
 CZ1956'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 CZ1956'INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET WEST OF THE CENTER
 CZ1956'OF THE BLADED ROAD, AND 60 FEET NORTHEAST OF THE METAL WITNESS POST
 CZ1956'WITH SIGN ATTACHED.
 CZ1956'
 CZ1956'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRISWOLD NO 2 1971, SET
 CZ1956'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 CZ1956'INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET NORTHWEST OF THE
 CZ1956'CENTER OF THE BLADED ROAD, AND 71 FEET NORTH OF THE METAL WITNESS
 CZ1956'POST WITH SIGN ATTACHED.
 CZ1956'
 CZ1956'CORTARO RAD STA KUAT MAST CAN BE USED FOR AN AZIMUTH MARK.
 CZ1956
 CZ1956                          STATION RECOVERY (1971)
 CZ1956
 CZ1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1956'RECOVERED IN GOOD CONDITION.
 CZ1956
 CZ1956                          STATION RECOVERY (1990)
 CZ1956
 CZ1956'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1956'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND CORTARO
 CZ1956'FARMS ROAD, EXIT NUMBER 246, TRAVEL NORTHWEST ALONG FRONTAGE ROAD 2.5
 CZ1956'KM (1.55 MI) TO A SIDE ROAD NAMED EL CAMINO DE MANANA TO THE
 CZ1956'NORTHEAST. PROCEED NORTHEAST ALONG AFOREMENTIONED ROAD 1.9 KM
 CZ1956'(1.18 MI) TO A SIDE ROAD TO THE EAST NAMED OASIS ROAD. TRAVEL EAST
 CZ1956'ALONG OASIS ROAD 1.5 KM (0.93 MI) TO THE INTERSECTION WITH BLUE
 CZ1956'BONNET ROAD. PROCEED SOUTH ALONG BLUE BONNET 0.65 KM (0.40 MI) TO THE
 CZ1956'ONLY RESIDENCE ON WEST SIDE OF ROAD. MARKER IS LOCATED 36 M
 CZ1956'(118.11 FT)  WEST OF POWER POLE AT DRIVEWAY ENTRANCE.
 CZ1956
 CZ1956                          STATION RECOVERY (1991)
 CZ1956
 CZ1956'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ1956'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND CORTARO
 CZ1956'FARMS ROAD, EXIT NUMBER 246, EXIT TO THE EAST SIDE OF I-10 AND TRAVEL
 CZ1956'NORTHWEST ALONG FRONTAGE ROAD 2.5 KM (1.55 MI) TO A SIDE ROAD NAMED
 CZ1956'EL CAMINO DE MANANA TO THE NORTHEAST. PROCEED NORTHEAST ALONG
 CZ1956'AFOREMENTIONED ROAD 1.9 KM (1.20 MI) TO A SIDE ROAD TO THE EAST NAMED
 CZ1956'OASIS ROAD. TRAVEL EAST ALONG OASIS ROAD 1.5 KM (0.95 MI) TO THE
 CZ1956'INTERSECTION WITH BLUE BONNET ROAD. PROCEED SOUTH ALONG BLUE BONNET
 CZ1956'0.65 KM (0.40 MI) TO THE ONLY RESIDENCE ON WEST SIDE OF ROAD. MARKER
 CZ1956'IS LOCATED 36 M (118.1 FT) WEST OF POWER POLE AT DRIVEWAY ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1957 ***********************************************************************
 CZ1957  DESIGNATION -  GRISWOLD RM A
 CZ1957  PID         -  CZ1957
 CZ1957  STATE/COUNTY-  AZ/PIMA
 CZ1957  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1957
 CZ1957                         *CURRENT SURVEY CONTROL
 CZ1957  ___________________________________________________________________
 CZ1957* NAD 83(1992)-  32 22 56.66140(N)    111 04 50.50643(W)     ADJUSTED  
 CZ1957* NAVD 88     -       703.9    (meters)    2309.     (feet)  VERTCON   
 CZ1957  ___________________________________________________________________
 CZ1957  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 CZ1957  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1957
 CZ1957  HORZ ORDER  -  FIRST
 CZ1957
 CZ1957.The horizontal coordinates were established by classical geodetic methods
 CZ1957.and adjusted by the National Geodetic Survey in August 1993..
 CZ1957
 CZ1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1957
 CZ1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1957
 CZ1957.The geoid height was determined by GEOID03.
 CZ1957
 CZ1957;                    North         East     Units Scale Factor Converg.
 CZ1957;SPC AZ C     -   153,575.173   292,017.192   MT  0.99997627   +0 26 51.9
 CZ1957;SPC AZ C     -   503,855.55    958,061.65   iFT  0.99997627   +0 26 51.9
 CZ1957;UTM  12      - 3,582,826.651   492,409.614   MT  0.99960071   -0 02 35.6
 CZ1957
 CZ1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1957!SPC AZ C     -   0.99989409  x   0.99997627  =   0.99987036
 CZ1957!UTM  12      -   0.99989409  x   0.99960071  =   0.99949484
 CZ1957
 CZ1957|---------------------------------------------------------------------|
 CZ1957| PID    Reference Object                     Distance      Geod. Az  |
 CZ1957|                                                           dddmmss.s |
 CZ1957| CZ1956 GRISWOLD                             25.301 METERS 19708     |
 CZ1957| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 2.0 KM 2372820.8 |
 CZ1957| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 7.1 KM 2954157.3 |
 CZ1957|---------------------------------------------------------------------|
 CZ1957
 CZ1957                          SUPERSEDED SURVEY CONTROL
 CZ1957
 CZ1957  NAD 83(1986)-  32 22 56.65902(N)    111 04 50.50240(W) AD(       ) 1
 CZ1957  NAD 27      -  32 22 56.39553(N)    111 04 48.15161(W) AD(       ) 1
 CZ1957  NGVD 29 (07/19/86)  703.2    (m)         2307.     (f) VERT ANG       
 CZ1957
 CZ1957.Superseded values are not recommended for survey control.
 CZ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1957.See file dsdata.txt to determine how the superseded data were derived.
 CZ1957
 CZ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9241082827(NAD 83)
 CZ1957_MARKER: DS = TRIANGULATION STATION DISK
 CZ1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1957+STABILITY: SURFACE MOTION
 CZ1957
 CZ1957  HISTORY     - Date     Condition        Report By
 CZ1957  HISTORY     - 1971     MONUMENTED       NGS
 CZ1957
 CZ1957                          STATION DESCRIPTION
 CZ1957
 CZ1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1957'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF TUCSON, 4-1/2
 CZ1957'MILES SOUTHEAST OF RILLITO, 1-1/2 MILES NORTHEAST OF INTERSTATE
 CZ1957'HIGHWAY 10 AND ON PROPERTY OWNED BY THE GRISWOLD REALTY COMPANY,
 CZ1957'3711 PALO VERDE AVENUE, TUCSON, PHONE 327-6621.
 CZ1957'
 CZ1957'THE STATION MARKS ARE STANDARD DISKS STAMPED GRISWOLD RM A 1971, THE
 CZ1957'SURFACE MARK IS A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CZ1957'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 120
 CZ1957'FEET WEST OF THE CENTER OF THE BLADED ROAD, 84.5 FEET NORTH OF A
 CZ1957'METAL WITNESS POST WITH SIGN ATTACHED AND 64 FEET EAST OF A FENCE
 CZ1957'CORNER.  THE UNDERGROUND MARK WAS SET ABOUT 42 INCHES BELOW THE
 CZ1957'GROUND SURFACE.
 CZ1957'
 CZ1957'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GRISWOLD
 CZ1957'1971, THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED
 CZ1957'BELOW.
 CZ1957'
 CZ1957'TO REACH GRISWOLD FROM INTERSTATE 10 AND CORTARO EXIT NORTHWEST OF
 CZ1957'TUCSON GO NORTHWEST ON FRONTAGE ROAD FOR 1.55 MILES TO A SIDE ROAD
 CZ1957'RIGHT AND SIGN CAMINO DE MANANA.  TURN RIGHT AND GO NORTHEAST ON
 CZ1957'CAMINO DE MANANA ROAD FOR 1.2 MILES TO OASIS ROAD.  TURN RIGHT AND
 CZ1957'GO EAST ON OASIS ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT FORK ON
 CZ1957'MAIN GRAVELED ROAD AND GO EAST FOR 0.25 MILE TO JIMMY ROAD.  TURN
 CZ1957'RIGHT AND GO SOUTH ON JIMMY ROAD FOR 0.4 MILE TO THE STATION ON
 CZ1957'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1303 ***********************************************************************
 DV1303  DESIGNATION -  GRND 17
 DV1303  PID         -  DV1303
 DV1303  STATE/COUNTY-  AZ/MARICOPA
 DV1303  USGS QUAD   -  PHOENIX (1982)
 DV1303
 DV1303                         *CURRENT SURVEY CONTROL
 DV1303  ___________________________________________________________________
 DV1303* NAD 83(1986)-  33 28 40.     (N)    112 06 48.     (W)     SCALED    
 DV1303* NAVD 88     -       335.113  (meters)    1099.45   (feet)  ADJUSTED  
 DV1303  ___________________________________________________________________
 DV1303  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1303  DYNAMIC HT  -         334.723 (meters)    1098.17  (feet)  COMP
 DV1303  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 DV1303
 DV1303  VERT ORDER  -  FIRST     CLASS II
 DV1303
 DV1303.The horizontal coordinates were scaled from a topographic map and have
 DV1303.an estimated accuracy of +/- 6 seconds.
 DV1303
 DV1303.The orthometric height was determined by differential leveling
 DV1303.and adjusted by the National Geodetic Survey in November 1993..
 DV1303
 DV1303.The geoid height was determined by GEOID03.
 DV1303
 DV1303.The dynamic height is computed by dividing the NAVD 88
 DV1303.geopotential number by the normal gravity value computed on the
 DV1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1303.degrees latitude (g = 980.6199 gals.).
 DV1303
 DV1303.The modeled gravity was interpolated from observed gravity values.
 DV1303
 DV1303;                    North         East    Units  Estimated Accuracy
 DV1303;SPC AZ C     -   274,750.      195,080.      MT  (+/- 180 meters Scaled)
 DV1303
 DV1303                          SUPERSEDED SURVEY CONTROL
 DV1303
 DV1303.No superseded survey control is available for this station.
 DV1303
 DV1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965048(NAD 83)
 DV1303_MARKER: DB = BENCH MARK DISK
 DV1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1303_SP_SET: SIDEWALK
 DV1303_STAMPING: GRND-17  1981
 DV1303_MARK LOGO: AZDT  
 DV1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1303
 DV1303  HISTORY     - Date     Condition        Report By
 DV1303  HISTORY     - 1981     MONUMENTED       AZDT
 DV1303
 DV1303                          STATION DESCRIPTION
 DV1303
 DV1303'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1303'PHOENIX.
 DV1303'1.0 MILE (1.6 KM) NORTH ALONG INTERSTATE 17 FRONTAGE ROAD FROM THE
 DV1303'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO THE THOMAS ROAD OVERPASS,
 DV1303'THENCE ABOUT 175 FT (53.34 M) WEST TO THE SOUTHBOUND FRONTAGE ROAD,
 DV1303'THENCE SOUTH ALONG FRONTAGE ROAD 0.20 MI (0.32 KM) TO THE MARK ON
 DV1303'THE LEFT AT THE BASE OF THE NORTHWEST DADO OF GRAND AVENUE OVERPASS
 DV1303'5.0 FT (1.52 M) NORTH OF THE NORTH CURB OF GRAND AVENUE, 1.0 FT
 DV1303'(0.3 M) WEST OF THE NORTHWEST DADO, 72.0 FT (21.95 M) EAST OF THE
 DV1303'EAST CURB OF THE SOUTHBOUND FRONTAGE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1281 ***********************************************************************
 DA1281  DESIGNATION -  GRO
 DA1281  PID         -  DA1281
 DA1281  STATE/COUNTY-  AZ/PIMA
 DA1281  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA1281
 DA1281                         *CURRENT SURVEY CONTROL
 DA1281  ___________________________________________________________________
 DA1281* NAD 83(1992)-  32 14 35.36400(N)    113 01 41.24932(W)     ADJUSTED  
 DA1281* NAVD 88     -      1004.4    (meters)    3295.     (feet)  VERTCON   
 DA1281  ___________________________________________________________________
 DA1281  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DA1281  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA1281
 DA1281  HORZ ORDER  -  THIRD
 DA1281
 DA1281.The horizontal coordinates were established by classical geodetic methods
 DA1281.and adjusted by the National Geodetic Survey in August 1993..
 DA1281
 DA1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1281
 DA1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1281
 DA1281.The geoid height was determined by GEOID03.
 DA1281
 DA1281;                    North         East     Units Scale Factor Converg.
 DA1281;SPC AZ C     -   138,369.749   108,620.566   MT  1.00003524   -0 35 34.9
 DA1281;SPC AZ C     -   453,968.99    356,366.69   iFT  1.00003524   -0 35 34.9
 DA1281;UTM  12      - 3,569,193.004   308,922.738   MT  1.00005026   -1 04 56.5
 DA1281
 DA1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1281!SPC AZ C     -   0.99984735  x   1.00003524  =   0.99988258
 DA1281!UTM  12      -   0.99984735  x   1.00005026  =   0.99989760
 DA1281
 DA1281:                Primary Azimuth Mark                     Grid Az
 DA1281:SPC AZ C     -  QUITOVAGUITA                             205 17 04.7
 DA1281:UTM  12      -  QUITOVAGUITA                             205 46 26.3
 DA1281
 DA1281|---------------------------------------------------------------------|
 DA1281| PID    Reference Object                     Distance      Geod. Az  |
 DA1281|                                                           dddmmss.s |
 DA1281| DA1412 QUITOVAGUITA                        APPROX.26.5 KM 2044129.8 |
 DA1281|---------------------------------------------------------------------|
 DA1281
 DA1281                          SUPERSEDED SURVEY CONTROL
 DA1281
 DA1281  NAD 83(1986)-  32 14 35.32722(N)    113 01 41.25840(W) AD(       ) 3
 DA1281  NGVD 29 (06/20/88) 1003.7    (m)         3293.     (f) VERT ANG       
 DA1281
 DA1281.Superseded values are not recommended for survey control.
 DA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1281.See file dsdata.txt to determine how the superseded data were derived.
 DA1281
 DA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0892369193(NAD 83)
 DA1281_MARKER: DS = TRIANGULATION STATION DISK
 DA1281_SETTING: 80 = SET IN A BOULDER
 DA1281_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1281+STABILITY: SURFACE MOTION
 DA1281
 DA1281  HISTORY     - Date     Condition        Report By
 DA1281  HISTORY     - 1962     MONUMENTED       USGS
 DA1281  HISTORY     - 1962     GOOD             AMS
 DA1281
 DA1281                          STATION DESCRIPTION
 DA1281
 DA1281'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1281'LOCATED ABOUT 27 MI NW. OF LUKEVILLE, 13.5 MI SW. OF AJO, ABOUT 5
 DA1281'MI N. OF GROWLER PASS.  ON SHARP TOP JUST N. OF DEEP BREAK IN LONG
 DA1281'DARK HOGBACK RIDGE, IN GROWLER MOUNTAINS.
 DA1281'
 DA1281'REACHED BY HELICOPTER.
 DA1281'
 DA1281'STATION MARK--STANDARD TABLET STAMPED---GRO 1962---, CEMENTED IN
 DA1281'DRILL HOLE IN TOP OF LARGE BOULDER IN PLACE.
 DA1281'
 DA1281'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN DRILL
 DA1281'HOLE IN TOP OF LARGE LAVA BOULDER IN PLACE.
 DA1281'
 DA1281'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN DRILL
 DA1281'HOLE IN TOP OF LARGE BOULDER IN PLACE.
 DA1281
 DA1281                          STATION RECOVERY (1962)
 DA1281
 DA1281'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1281'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET1107 ***********************************************************************
 ET1107  DESIGNATION -  GROOMS PEAK
 ET1107  PID         -  ET1107
 ET1107  STATE/COUNTY-  AZ/MOHAVE
 ET1107  USGS QUAD   -  WIKIEUP NW (1967)
 ET1107
 ET1107                         *CURRENT SURVEY CONTROL
 ET1107  ___________________________________________________________________
 ET1107* NAD 83(1992)-  34 39 47.49605(N)    113 43 45.29496(W)     ADJUSTED  
 ET1107* NAVD 88     -      1548.5    (meters)    5080.     (feet)  VERTCON   
 ET1107  ___________________________________________________________________
 ET1107  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 ET1107  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 ET1107
 ET1107  HORZ ORDER  -  FIRST
 ET1107
 ET1107.The horizontal coordinates were established by classical geodetic methods
 ET1107.and adjusted by the National Geodetic Survey in August 1993..
 ET1107
 ET1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1107
 ET1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1107
 ET1107.The geoid height was determined by GEOID03.
 ET1107
 ET1107;                    North         East     Units Scale Factor Converg.
 ET1107;SPC AZ W     -   406,227.204   215,261.960   MT  0.99993338   +0 00 42.5
 ET1107;SPC AZ W     - 1,332,766.42    706,240.03   iFT  0.99993338   +0 00 42.5
 ET1107;UTM  12      - 3,839,082.891   249,901.716   MT  1.00037102   -1 33 11.0
 ET1107
 ET1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1107!SPC AZ W     -   0.99976154  x   0.99993338  =   0.99969494
 ET1107!UTM  12      -   0.99976154  x   1.00037102  =   1.00013247
 ET1107
 ET1107|---------------------------------------------------------------------|
 ET1107| PID    Reference Object                     Distance      Geod. Az  |
 ET1107|                                                           dddmmss.s |
 ET1107| CH2394 GROOMS PEAK RM 1                      6.010 METERS 17609     |
 ET1107| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX.33.3 KM 2194705.3 |
 ET1107| CH2393 GROOMS PEAK AZ MK                                  2415340.3 |
 ET1107| CH2395 GROOMS PEAK RM 2                      5.175 METERS 32912     |
 ET1107|---------------------------------------------------------------------|
 ET1107
 ET1107                          SUPERSEDED SURVEY CONTROL
 ET1107
 ET1107  NAD 83(1986)-  34 39 47.49626(N)    113 43 45.30365(W) AD(       ) 1
 ET1107  NAD 27      -  34 39 47.45300(N)    113 43 42.52400(W) AD(       ) 1
 ET1107  NGVD 29 (07/19/86) 1547.7    (m)         5078.     (f) VERT ANG       
 ET1107
 ET1107.Superseded values are not recommended for survey control.
 ET1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1107.See file dsdata.txt to determine how the superseded data were derived.
 ET1107
 ET1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4990239083(NAD 83)
 ET1107_MARKER: DS = TRIANGULATION STATION DISK
 ET1107_SETTING: 66 = SET IN ROCK OUTCROP
 ET1107
 ET1107  HISTORY     - Date     Condition        Report By
 ET1107  HISTORY     - 1944     MONUMENTED       CGS
 ET1107  HISTORY     - 1948     SEE DESCRIPTION  CGS
 ET1107  HISTORY     - 1972     GOOD             AZHD
 ET1107  HISTORY     - 1979     GOOD             AZDT
 ET1107  HISTORY     - 1980     GOOD             AZDT
 ET1107
 ET1107                          STATION DESCRIPTION
 ET1107
 ET1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1107'STATION IS LOCATED ON GROOM PEAK, A HIGH GRANITE PEAK ABOUT 9
 ET1107'MILES W AND S OF WIKIEUP AND ABOUT 3/4 MILE E OF THE WILSON
 ET1107'RANCH BUILDINGS LOCALLY KNOWN AS CHICKEN SPRINGS.
 ET1107'
 ET1107'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 ET1107'AND IS STAMPED GROOMS PK 1944.  IT IS 15 FEET WSW OF THE HIGHEST
 ET1107'POINT OF A LARGE BOULDER ABOUT 4 FEET HIGHER THAN THE STATION
 ET1107'MARK.
 ET1107'
 ET1107'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER AND
 ET1107'IS STAMPED GROOMS PK NO 1 1944.  IT IS ABOUT 1 FOOT HIGHER IN
 ET1107'ELEVATION THAN STATION MARK.
 ET1107'
 ET1107'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER AND
 ET1107'IS STAMPED GROOMS PK NO 2 1944.  IT IS AT ABOUT THE SAME
 ET1107'ELEVATION AS STATION MARK.
 ET1107'
 ET1107'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET1107'ABOUT 10 FEET HIGH AND IS STAMPED GROOMS PK 1944.
 ET1107'
 ET1107'TO REACH STATION FROM WIKIEUP, TAKE THE CHICKEN SPRINGS ROAD
 ET1107'WHICH LEAVES WIKIEUP JUST S OF THE BOYETT STORE AND SERVICE
 ET1107'STATION FOR 10.4 MILES TO THE WILSON RANCH BUILDINGS WHICH ARE
 ET1107'LOCALLY KNOWN AS CHICKEN SPRINGS.  THE ROAD PASSES DIRECTLY
 ET1107'THROUGH THE RANCH YARD* WHICH IS THE END OF TRUCK TRAVEL.  THE
 ET1107'PEAK CAN BE SEEN TO THE E OVERLOOKING THE RANCH BUILDINGS.  FROM
 ET1107'THE RANCH YARD PACK DIRECTLY ACROSS THE WASH AT THE BASE OF THE
 ET1107'PEAK AND UP THE STEEP SIDE TO THE STATION.
 ET1107'
 ET1107'*TO REACH AZIMUTH MARK FROM THE RANCH YARD, CONTINUE ON THE ROAD
 ET1107'W FOR 1.2 MILES TO A WITNESS POST ON THE RIGHT SIDE OF THE ROAD.
 ET1107'THE POST IS 12 FEET TO THE RIGHT OF THE ROAD AND THE MARK IS 78
 ET1107'FEET N OF THE POST, ON TOP OF BOULDER THAT IS ABOUT 10 FEET
 ET1107'HIGH AND VERY PROMINENT.  MARK IS AT THE BASE OF LOW ROUND HILL
 ET1107'THAT RISES GENTLY TO THE W.
 ET1107
 ET1107                          STATION RECOVERY (1948)
 ET1107
 ET1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1107'THE STATION IS ON THE SUMMIT OF GROOMS PK. WHICH IS A RATHER
 ET1107'SHARP BRUSHY ROCK-STREWN MOUNTAIN AND THE HIGHEST POINT IN
 ET1107'THE VICINITY.  IT IS 3/4 MILE E. OF THE S RANCH, 9 MILES S.W. OF
 ET1107'WIKIEUP, AND 5 MILES E. OF THE YUCCA-SIGNAL ROAD.
 ET1107'
 ET1107'THE STATION MARK IS IN GOOD CONDITION AND IS AS DESCRIBED.  IT IS
 ET1107'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS
 ET1107'NEARLY FLUSH WITH THE SURROUNDING SURFACE.  IS 15 FEET S.W. OF A
 ET1107'HUGE BOULDER WHICH IS ABOUT 4 FEET HIGHER THAN THE STATION MARK.
 ET1107'IS STAMPED GROOMS PK 1944.
 ET1107'
 ET1107'REFERENCE MARK NO. 1 IS IN GOOD CONDITION AND IS AS DESCRIBED.
 ET1107'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A MASS OF
 ET1107'OUTCROPPING BEDROCK WHICH IS 5 FEET LONG, 2 FEET WIDE, PROJECTING
 ET1107'10 IN ABOVE THE SURROUNDING SURFACE, AND 1 FOOT HIGHER IN
 ET1107'ELEVATION THAN THE STATION MARK.  IT IS STAMPED GROOMS PK NO 1
 ET1107'1944.
 ET1107'
 ET1107'REFERENCE MARK NO. 2 IS IN GOOD CONDITION.  IT IS A STANDARD DISK
 ET1107'CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH
 ET1107'IS 24 IN LONG, 18 IN WIDE, PROJECTING 10 IN ABOVE THE SURFACE OF
 ET1107'THE GROUND, AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 ET1107'MARK.  IS STAMPED GROOMS PK NO 2 1944.
 ET1107'
 ET1107'THE AZIMUTH MARK IS IN GOOD CONDITION.  IT IS A STANDARD DISK
 ET1107'CEMENTED IN A DRILL HOLE IN A HUGE MASS OF OUTCROPPING BEDROCK
 ET1107'WHICH IS ABOUT 24 FEET LONG, 12 FEET WIDE PROJECTING 10 FEET
 ET1107'ABOVE THE SURROUNDING SURFACE.  IT IS 78 FEET N.W. OF A WHITE
 ET1107'WITNESS POST WHICH IS ABOUT 12 FEET N.W. OF A GRADED DIRT ROAD.
 ET1107'THE MARK IS ON THE HIGHEST POINT OF THE OUTCROP AND IS STAMPED
 ET1107'GROOMS PK 1944.
 ET1107'
 ET1107'TO REACH THE STATION FROM WIKIEUP GO S.W. ON THE CHICKEN SPRINGS
 ET1107'ROAD FOR 10.4 MILES TO THE S RANCH YARD AND THE END OF TRUCK
 ET1107'TRAVEL.  FROM HERE PACK ACROSS THE WASH EASTERLY THENCE UP STEEP
 ET1107'SIDE TO THE HIGHEST POINT AND STATION.  A 1 HOUR BACK PACK.
 ET1107'
 ET1107'TO REACH THE AZIMUTH MARK FROM THE RANCH YARD GO WESTERLY ON THE
 ET1107'ROAD 1.2 MILES TO THE MARK ON THE RIGHT.
 ET1107
 ET1107                          STATION RECOVERY (1972)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1107'GENERAL LOCATION 9 MILES SW WIKIEUP
 ET1107'
 ET1107'TO REACH DESCRIPTION IS ADEQUATE HOWEVER THERE IS A HORSE TRAIL
 ET1107'TO THE TOP UP THE NORTH RIDGE JUST DOWN FROM THE TOP OF RIDGE
 ET1107'ON THE WEST SIDE.  START UP WHERE MAIN ROAD CROSSES SADDLE ABOUT
 ET1107'1 MILE BEFORE REACHING RANCH.  (TV ANTENNA ON TOP)
 ET1107'
 ET1107'STATION MARK STANDARD USC AND GS BRASS DISK
 ET1107'
 ET1107'REFERENCE MARKS IN AND IN GOOD CONDITION
 ET1107'
 ET1107'AZIMUTH MARK (DID NOT LOOK FOR IT)
 ET1107
 ET1107                          STATION RECOVERY (1979)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1107'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET1107'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 ET1107'THE STATION FOLLOWS.
 ET1107'
 ET1107'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1107'U.S. HIGHWAY 93 FOR 0.4 MILE TO CHICKEN SPRINGS ROAD.  TURN LEFT ONTO
 ET1107'THE BLADED ROAD AND TRAVEL SOUTHWEST FOR 7.7 MILES TO THE HIGHEST PART
 ET1107'OF A SADDLE AND A GATE ON THE LEFT.  PASS THROUGH THE GATE AND TRAVEL
 ET1107'0.5 MILE TO END OF TRUCK TRAVEL ON A HIGH FLAT AREA.  PACK ALONG THE
 ET1107'BLADED TRAIL TO THE HIGHEST POINT AND STATION.
 ET1107
 ET1107                          STATION RECOVERY (1980)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1107'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET1107'RECOVERED AS PREVIOUSLY DESCRIBED.  THE ROUTE TO THE STATION
 ET1107'REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1783 ***********************************************************************
 DV1783  DESIGNATION -  GROVERS
 DV1783  PID         -  DV1783
 DV1783  STATE/COUNTY-  AZ/MARICOPA
 DV1783  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1783
 DV1783                         *CURRENT SURVEY CONTROL
 DV1783  ___________________________________________________________________
 DV1783* NAD 83(1992)-  33 38 44.19026(N)    112 12 09.92723(W)     ADJUSTED  
 DV1783* NAVD 88     -       377.063  (meters)    1237.08   (feet)  ADJUSTED  
 DV1783  ___________________________________________________________________
 DV1783  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1783  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1783  DYNAMIC HT  -         376.628 (meters)    1235.65  (feet)  COMP
 DV1783  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1783
 DV1783  HORZ ORDER  -  SECOND
 DV1783  VERT ORDER  -  SECOND    CLASS I
 DV1783
 DV1783.The horizontal coordinates were established by classical geodetic methods
 DV1783.and adjusted by the National Geodetic Survey in August 1993..
 DV1783
 DV1783.The orthometric height was determined by differential leveling
 DV1783.and adjusted by the National Geodetic Survey in November 1993..
 DV1783
 DV1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1783
 DV1783.The geoid height was determined by GEOID03.
 DV1783
 DV1783.The dynamic height is computed by dividing the NAVD 88
 DV1783.geopotential number by the normal gravity value computed on the
 DV1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1783.degrees latitude (g = 980.6199 gals.).
 DV1783
 DV1783.The modeled gravity was interpolated from observed gravity values.
 DV1783
 DV1783;                    North         East     Units Scale Factor Converg.
 DV1783;SPC AZ C     -   293,385.660   186,822.911   MT  0.99990868   -0 09 30.6
 DV1783;SPC AZ C     -   962,551.38    612,936.06   iFT  0.99990868   -0 09 30.6
 DV1783;UTM  12      - 3,723,511.544   388,465.629   MT  0.99975336   -0 39 59.3
 DV1783
 DV1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1783!SPC AZ C     -   0.99994548  x   0.99990868  =   0.99985417
 DV1783!UTM  12      -   0.99994548  x   0.99975336  =   0.99969886
 DV1783
 DV1783|---------------------------------------------------------------------|
 DV1783| PID    Reference Object                     Distance      Geod. Az  |
 DV1783|                                                           dddmmss.s |
 DV1783| CR9946 GROVERS RM 4                         16.164 METERS 18052     |
 DV1783| DV1785 GROVERS RM 2                         17.400 METERS 18134     |
 DV1783| DV2261 PEORIA WATER TANK                   APPROX. 3.0 KM 2362913.2 |
 DV1783| DV1787 GROVERS AZ MK                       APPROX. 0.8 KM 3575320.0 |
 DV1783| DV1784 GROVERS RM 1                         12.721 METERS 35853     |
 DV1783| CR9945 GROVERS RM 3                         13.244 METERS 35854     |
 DV1783|---------------------------------------------------------------------|
 DV1783
 DV1783                          SUPERSEDED SURVEY CONTROL
 DV1783
 DV1783  NAD 83(1986)-  33 38 44.18464(N)    112 12 09.93385(W) AD(       ) 2
 DV1783  NGVD 29 (11/30/89)  376.50   (m)         1235.2    (f) LEVELING    3  
 DV1783
 DV1783.Superseded values are not recommended for survey control.
 DV1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1783.See file dsdata.txt to determine how the superseded data were derived.
 DV1783
 DV1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846623512(NAD 83)
 DV1783_MARKER: DS = TRIANGULATION STATION DISK
 DV1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1783_SP_SET: CONCRETE POST
 DV1783_STAMPING: GROVERS
 DV1783_MARK LOGO: AZDT  
 DV1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1783+STABILITY: SURFACE MOTION
 DV1783
 DV1783  HISTORY     - Date     Condition        Report By
 DV1783  HISTORY     - 1982     MONUMENTED       AZDT
 DV1783  HISTORY     - 1983     GOOD             AZDT
 DV1783  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1783
 DV1783                          STATION DESCRIPTION
 DV1783
 DV1783'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1783'THE STATION IS LOCATED IN NORTHWESTERN PHOENIX, 5 MILES WEST OF
 DV1783'INTERSTATE HIGHWAY 17, 0.5 MILE NORTH OF BELL ROAD AND ALONG THE EAST
 DV1783'SIDE OF 67TH AVENUE OPPOSITE GROVERS AVENUE.
 DV1783'
 DV1783'THE STATION MARK IS AN AZDT DISK STAMPED---GROVERS 1982---.  IT IS SET
 DV1783'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 41.5 FEET EAST OF THE
 DV1783'CENTER LINE OF 67TH AVENUE AND 3.8 FEET NORTH OF THE WITNESS POST.
 DV1783'
 DV1783'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GROVERS RM 1 1982---.  IT
 DV1783'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1783'
 DV1783'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GROVERS RM 2 1982---.  IT
 DV1783'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1783'
 DV1783'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GROVERS AZ 1982---.  IT IS
 DV1783'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 58 FEET NORTH OF
 DV1783'THE CENTER LINE OF WEST UNION HILLS DRIVE, 50 FEET WEST OF THE CENTER
 DV1783'LINE OF 67TH AVENUE AND 3.5 FEET EAST OF THE CENTER OF A CONCRETE
 DV1783'IRRIGATION DITCH BY A WITNESS POST AND SIGN.
 DV1783'
 DV1783'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND BELL ROAD
 DV1783'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG BELL ROAD
 DV1783'FOR 5.0 MILES TO 67TH AVENUE.  TURN RIGHT ON 67TH AVENUE FOR 0.5 MILE
 DV1783'TO GROVERS AVENUE WHICH IS JUST PAST SKUNK CREEK AND THE STATION ON
 DV1783'THE RIGHT.
 DV1783'
 DV1783'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ALONG 67TH
 DV1783'AVENUE FOR 0.5 MILE TO UNION HILLS DRIVE AND THE MARK IN THE NORTHWEST
 DV1783'CORNER OF THE INTERSECTION.
 DV1783
 DV1783                          STATION RECOVERY (1983)
 DV1783
 DV1783'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1783'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1783'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1783'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1783'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1783'THE RIGHT, 41.5 FT (12.65 METERS) EAST OF THE CENTERLINE OF 67TH
 DV1783'AVENUE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1783
 DV1783                          STATION RECOVERY (2002)
 DV1783
 DV1783'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1783'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1787 ***********************************************************************
 DV1787  DESIGNATION -  GROVERS AZ MK
 DV1787  PID         -  DV1787
 DV1787  STATE/COUNTY-  AZ/MARICOPA
 DV1787  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1787
 DV1787                         *CURRENT SURVEY CONTROL
 DV1787  ___________________________________________________________________
 DV1787* NAD 83(1992)-  33 39 10.68697(N)    112 12 11.09516(W)     ADJUSTED  
 DV1787* NAVD 88     -       380.511  (meters)    1248.39   (feet)  ADJUSTED  
 DV1787  ___________________________________________________________________
 DV1787  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 DV1787  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1787  DYNAMIC HT  -         380.073 (meters)    1246.96  (feet)  COMP
 DV1787  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV1787
 DV1787  HORZ ORDER  -  SECOND
 DV1787  VERT ORDER  -  SECOND    CLASS I
 DV1787
 DV1787.The horizontal coordinates were established by classical geodetic methods
 DV1787.and adjusted by the National Geodetic Survey in August 1993..
 DV1787
 DV1787.The orthometric height was determined by differential leveling
 DV1787.and adjusted by the National Geodetic Survey in November 1993..
 DV1787
 DV1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1787
 DV1787.The geoid height was determined by GEOID03.
 DV1787
 DV1787.The dynamic height is computed by dividing the NAVD 88
 DV1787.geopotential number by the normal gravity value computed on the
 DV1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1787.degrees latitude (g = 980.6199 gals.).
 DV1787
 DV1787.The modeled gravity was interpolated from observed gravity values.
 DV1787
 DV1787;                    North         East     Units Scale Factor Converg.
 DV1787;SPC AZ C     -   294,202.030   186,795.080   MT  0.99990870   -0 09 31.4
 DV1787;SPC AZ C     -   965,229.76    612,844.75   iFT  0.99990870   -0 09 31.4
 DV1787;UTM  12      - 3,724,328.002   388,445.039   MT  0.99975342   -0 40 00.4
 DV1787
 DV1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1787!SPC AZ C     -   0.99994494  x   0.99990870  =   0.99985365
 DV1787!UTM  12      -   0.99994494  x   0.99975342  =   0.99969837
 DV1787
 DV1787                          SUPERSEDED SURVEY CONTROL
 DV1787
 DV1787  NAD 83(1986)-  33 39 10.68137(N)    112 12 11.10186(W) AD(       ) 2
 DV1787  NGVD 29 (11/30/89)  379.9    (m)         1246.     (f) LEVELING    3  
 DV1787
 DV1787.Superseded values are not recommended for survey control.
 DV1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1787.See file dsdata.txt to determine how the superseded data were derived.
 DV1787
 DV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8844524328(NAD 83)
 DV1787_MARKER: DZ = AZIMUTH MARK DISK
 DV1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1787_SP_SET: CONCRETE POST
 DV1787_STAMPING: GROVERS AZIMUTH
 DV1787_MARK LOGO: AZDT  
 DV1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1787+STABILITY: SURFACE MOTION
 DV1787
 DV1787  HISTORY     - Date     Condition        Report By
 DV1787  HISTORY     - 1982     MONUMENTED       AZDT
 DV1787  HISTORY     - 1983     GOOD             AZDT
 DV1787  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV1787
 DV1787                          STATION DESCRIPTION
 DV1787
 DV1787'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1787'12.88 KM (8.0 MI) NORTH FROM PEORIA.
 DV1787'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1787'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1787'AVENUE, THENCE 3.22 KM (2.0 MI) NORTH ALONG 67TH AVENUE TO UNION HILLS
 DV1787'DRIVE, ON THE NORTHWEST CORNER, 58.0 FT (17.68 METERS) NORTH OF
 DV1787'CENTERLINE OF UNION HILLS DRIVE, 50.0 FT (15.24 METERS) WEST OF
 DV1787'CENTERLINE OF 67TH AVENUE, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE
 DV1787'POST.
 DV1787
 DV1787                          STATION RECOVERY (1994)
 DV1787
 DV1787'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1784 ***********************************************************************
 DV1784  DESIGNATION -  GROVERS RM 1
 DV1784  PID         -  DV1784
 DV1784  STATE/COUNTY-  AZ/MARICOPA
 DV1784  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1784
 DV1784                         *CURRENT SURVEY CONTROL
 DV1784  ___________________________________________________________________
 DV1784* NAD 83(1992)-  33 38 44.60307(N)    112 12 09.93684(W)     ADJUSTED  
 DV1784* NAVD 88     -       377.133  (meters)    1237.31   (feet)  ADJUSTED  
 DV1784  ___________________________________________________________________
 DV1784  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1784  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1784  DYNAMIC HT  -         376.698 (meters)    1235.88  (feet)  COMP
 DV1784  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1784
 DV1784  HORZ ORDER  -  SECOND
 DV1784  VERT ORDER  -  SECOND    CLASS I
 DV1784
 DV1784.The horizontal coordinates were established by classical geodetic methods
 DV1784.and adjusted by the National Geodetic Survey in August 1993..
 DV1784.No horizontal observational check was made to the station.
 DV1784
 DV1784.The orthometric height was determined by differential leveling
 DV1784.and adjusted by the National Geodetic Survey in November 1993..
 DV1784
 DV1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1784
 DV1784.The geoid height was determined by GEOID03.
 DV1784
 DV1784.The dynamic height is computed by dividing the NAVD 88
 DV1784.geopotential number by the normal gravity value computed on the
 DV1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1784.degrees latitude (g = 980.6199 gals.).
 DV1784
 DV1784.The modeled gravity was interpolated from observed gravity values.
 DV1784
 DV1784;                    North         East     Units Scale Factor Converg.
 DV1784;SPC AZ C     -   293,398.378   186,822.699   MT  0.99990868   -0 09 30.6
 DV1784;SPC AZ C     -   962,593.10    612,935.36   iFT  0.99990868   -0 09 30.6
 DV1784;UTM  12      - 3,723,524.261   388,465.529   MT  0.99975336   -0 39 59.3
 DV1784
 DV1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1784!SPC AZ C     -   0.99994547  x   0.99990868  =   0.99985416
 DV1784!UTM  12      -   0.99994547  x   0.99975336  =   0.99969885
 DV1784
 DV1784                          SUPERSEDED SURVEY CONTROL
 DV1784
 DV1784  NAD 83(1986)-  33 38 44.59746(N)    112 12 09.94346(W) AD(       ) 2
 DV1784  NGVD 29 (11/30/89)  376.6    (m)         1236.     (f) LEVELING    3  
 DV1784
 DV1784.Superseded values are not recommended for survey control.
 DV1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1784.See file dsdata.txt to determine how the superseded data were derived.
 DV1784
 DV1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846623524(NAD 83)
 DV1784_MARKER: DR = REFERENCE MARK DISK
 DV1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1784_SP_SET: CONCRETE POST
 DV1784_STAMPING: GROVERS RM 1
 DV1784_MARK LOGO: AZDT  
 DV1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1784+STABILITY: SURFACE MOTION
 DV1784
 DV1784  HISTORY     - Date     Condition        Report By
 DV1784  HISTORY     - 1982     MONUMENTED       AZDT
 DV1784  HISTORY     - 1983     GOOD             AZDT
 DV1784  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1784
 DV1784                          STATION DESCRIPTION
 DV1784
 DV1784'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1784'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1784'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1784'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1784'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1784'THE RIGHT, 41.7 FT (12.71 METERS) NORTH OF STATION GROVERS AZDT, 41.5
 DV1784'FT (12.65 METERS) EAST OF CENTERLINE 67TH AVENUE, A STANDARD AZDT
 DV1784'ALUMINIUM CAP SET IN CONCRETE POST.
 DV1784
 DV1784                          STATION RECOVERY (2002)
 DV1784
 DV1784'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1784'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV1785 ***********************************************************************
 DV1785  DESIGNATION -  GROVERS RM 2
 DV1785  PID         -  DV1785
 DV1785  STATE/COUNTY-  AZ/MARICOPA
 DV1785  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1785
 DV1785                         *CURRENT SURVEY CONTROL
 DV1785  ___________________________________________________________________
 DV1785* NAD 83(1992)-  33 38 43.62573(N)    112 12 09.94563(W)     ADJUSTED  
 DV1785* NAVD 88     -       376.945  (meters)    1236.69   (feet)  ADJUSTED  
 DV1785  ___________________________________________________________________
 DV1785  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1785  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1785  DYNAMIC HT  -         376.510 (meters)    1235.27  (feet)  COMP
 DV1785  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DV1785
 DV1785  HORZ ORDER  -  SECOND
 DV1785  VERT ORDER  -  SECOND    CLASS I
 DV1785
 DV1785.The horizontal coordinates were established by classical geodetic methods
 DV1785.and adjusted by the National Geodetic Survey in August 1993..
 DV1785.No horizontal observational check was made to the station.
 DV1785
 DV1785.The orthometric height was determined by differential leveling
 DV1785.and adjusted by the National Geodetic Survey in November 1993..
 DV1785
 DV1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1785
 DV1785.The geoid height was determined by GEOID03.
 DV1785
 DV1785.The dynamic height is computed by dividing the NAVD 88
 DV1785.geopotential number by the normal gravity value computed on the
 DV1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1785.degrees latitude (g = 980.6199 gals.).
 DV1785
 DV1785.The modeled gravity was interpolated from observed gravity values.
 DV1785
 DV1785;                    North         East     Units Scale Factor Converg.
 DV1785;SPC AZ C     -   293,368.270   186,822.389   MT  0.99990868   -0 09 30.6
 DV1785;SPC AZ C     -   962,494.32    612,934.35   iFT  0.99990868   -0 09 30.6
 DV1785;UTM  12      - 3,723,494.162   388,464.952   MT  0.99975336   -0 39 59.3
 DV1785
 DV1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1785!SPC AZ C     -   0.99994550  x   0.99990868  =   0.99985419
 DV1785!UTM  12      -   0.99994550  x   0.99975336  =   0.99969888
 DV1785
 DV1785                          SUPERSEDED SURVEY CONTROL
 DV1785
 DV1785  NAD 83(1986)-  33 38 43.62010(N)    112 12 09.95225(W) AD(       ) 2
 DV1785  NGVD 29 (11/30/89)  376.4    (m)         1235.     (f) LEVELING    3  
 DV1785
 DV1785.Superseded values are not recommended for survey control.
 DV1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1785.See file dsdata.txt to determine how the superseded data were derived.
 DV1785
 DV1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846523494(NAD 83)
 DV1785_MARKER: DR = REFERENCE MARK DISK
 DV1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1785_SP_SET: CONCRETE POST
 DV1785_STAMPING: GROVERS RM 2
 DV1785_MARK LOGO: AZDT  
 DV1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1785+STABILITY: SURFACE MOTION
 DV1785
 DV1785  HISTORY     - Date     Condition        Report By
 DV1785  HISTORY     - 1982     MONUMENTED       AZDT
 DV1785  HISTORY     - 1983     GOOD             AZDT
 DV1785  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1785
 DV1785                          STATION DESCRIPTION
 DV1785
 DV1785'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1785'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1785'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1785'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1785'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1785'THE RIGHT, 57.1 FT (15.8 METERS) SOUTH OF STATION GROVERS AZDT, 41.5
 DV1785'FT (12.65 METERS) EAST OF CENTERLINE OF 67TH AVENUE, A STARDARD AZDT
 DV1785'ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1785
 DV1785                          STATION RECOVERY (2002)
 DV1785
 DV1785'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1785'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1434 ***********************************************************************
 DA1434  DESIGNATION -  GROWL
 DA1434  PID         -  DA1434
 DA1434  STATE/COUNTY-  AZ/YUMA
 DA1434  USGS QUAD   -  MESQUITE JIM WELL (1986)
 DA1434
 DA1434                         *CURRENT SURVEY CONTROL
 DA1434  ___________________________________________________________________
 DA1434* NAD 83(1992)-  32 54 18.20725(N)    113 47 36.52332(W)     ADJUSTED  
 DA1434* NAVD 88     -       141.0    (meters)     463.     (feet)  VERTCON   
 DA1434  ___________________________________________________________________
 DA1434  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DA1434  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DA1434
 DA1434  HORZ ORDER  -  FIRST
 DA1434
 DA1434.The horizontal coordinates were established by classical geodetic methods
 DA1434.and adjusted by the National Geodetic Survey in August 1993..
 DA1434
 DA1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1434
 DA1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1434
 DA1434.The geoid height was determined by GEOID03.
 DA1434
 DA1434;                    North         East     Units Scale Factor Converg.
 DA1434;SPC AZ W     -   211,231.017   209,292.700   MT  0.99993354   -0 01 25.0
 DA1434;SPC AZ W     -   693,015.15    686,655.84   iFT  0.99993354   -0 01 25.0
 DA1434;UTM  12      - 3,644,223.497   238,722.987   MT  1.00044182   -1 31 06.3
 DA1434
 DA1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1434!SPC AZ W     -   0.99998299  x   0.99993354  =   0.99991653
 DA1434!UTM  12      -   0.99998299  x   1.00044182  =   1.00042480
 DA1434
 DA1434|---------------------------------------------------------------------|
 DA1434| PID    Reference Object                     Distance      Geod. Az  |
 DA1434|                                                           dddmmss.s |
 DA1434| CH2399 GROWL RM 2                           35.784 METERS 12322     |
 DA1434| CH2396 GROWL AZ MK                                        1794318.2 |
 DA1434| CH2397 GROWL AZ MK 2                                      1874625.3 |
 DA1434| CH2398 GROWL RM 1                           31.747 METERS 21320     |
 DA1434|---------------------------------------------------------------------|
 DA1434
 DA1434                          SUPERSEDED SURVEY CONTROL
 DA1434
 DA1434  NAD 83(1986)-  32 54 18.20215(N)    113 47 36.52896(W) AD(       ) 1
 DA1434  NAD 27      -  32 54 18.04400(N)    113 47 33.79300(W) AD(       ) 1
 DA1434  NGVD 29 (07/19/86)  140.4    (m)          461.     (f) VERT ANG       
 DA1434
 DA1434.Superseded values are not recommended for survey control.
 DA1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1434.See file dsdata.txt to determine how the superseded data were derived.
 DA1434
 DA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3872344223(NAD 83)
 DA1434_MARKER: DS = TRIANGULATION STATION DISK
 DA1434_SETTING: 80 = SET IN A BOULDER
 DA1434_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1434
 DA1434  HISTORY     - Date     Condition        Report By
 DA1434  HISTORY     - 1934     MONUMENTED       CGS
 DA1434  HISTORY     - 1949     GOOD             CGS
 DA1434  HISTORY     - 1952     GOOD             USE
 DA1434  HISTORY     - 1967     GOOD             AMS
 DA1434
 DA1434                          STATION DESCRIPTION
 DA1434
 DA1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1434'STATION IS LOCATED ON A SMALL MESA ABOUT 26 MILES, AIR LINE,
 DA1434'NE OF THE TOWN OF WELLTON AND ABOUT 12-1/2 MILES NW FROM
 DA1434'MOHAWK.
 DA1434'
 DA1434'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1434'DISKS SET IN CONCRETE.
 DA1434'
 DA1434'TO REACH FROM WELLTON, FOLLOW U.S. HIGHWAY 80 E FOR 7.0 MILES
 DA1434'TO THE TOWN OF TACNA, TURN LEFT JUST W OF THE POST OFFICE
 DA1434'AND GO 2.8 MILES.  TAKE THE LEFT FORK AND CROSS THE RAILROAD
 DA1434'TRACKS ABOUT 1/4 MILE AFTER CROSSING THE GILA RIVER BRIDGE,
 DA1434'GO N 2.1 MILES AND TURN RIGHT.  TURN RIGHT AT A SIGN READING
 DA1434'RADIUM HOT SPRINGS, GO E FOR 0.8 MILE TO ROLL AND CROSS TRACKS
 DA1434'AND CONTINUE E 1.2 MILES.  TURN LEFT AT THE MOHAWK VALLEY
 DA1434'SCHOOL AND GO N 1.0 MILE AND TURN RIGHT.  FOLLOW THE
 DA1434'MAIN-TRAVELED GRADED ROAD FOR 7.6 MILES AND TURN RIGHT AT
 DA1434'TELEPHONE POLE NO. G1740, TURN RIGHT HERE AND GO 5.5
 DA1434'MILES ON THE GRADED ROAD, TURN LEFT JUST W OF THE
 DA1434'SECTION HOUSE AT RAILROAD STATION GROWLER.  CROSS THE
 DA1434'TRACKS AND TAKE THE RIGHT FORK, GO 2.0 MILES.  CONTINUE
 DA1434'STRAIGHT AHEAD TO 4.5 MILES AND TURN RIGHT OFF THE ROAD FOR
 DA1434'ABOUT 100 FEET TO THE STATION ON A SANDY MOUND.
 DA1434
 DA1434                          STATION RECOVERY (1949)
 DA1434
 DA1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DA1434'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 DA1434'AS DESCRIBED, EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 DA1434'BOTH REFERENCE MARKS.
 DA1434'THE CORRECT DISTANCES TO THE REFERENCE MARKS
 DA1434'ARE GIVEN ABOVE.  AN AZIMUTH MARK WAS ESTABLISHED FOR THE
 DA1434'STATION.  A NEW TO REACH, FOLLOWS.
 DA1434'
 DA1434'THE STATION IS LOCATED ON THE FLAT PLAINS AREA, ABOUT 26 MILES
 DA1434'AIR LINE NORTHEAST OF WELTON, ABOUT 18 MILES AIR LINE NORTHEAST
 DA1434'OF ROLL, ABOUT 12.5 MILES AIR LINE NORTHWEST OF MOHAWK, ABOUT
 DA1434'50 YARDS EAST OF A ONCE BLADED ROAD, 8 FEET SOUTH-SOUTHEAST
 DA1434'OF A WHITE WITNESS POST, PROJECTS 2 INCHES AND STAMPED, GROWL
 DA1434'1934.
 DA1434'
 DA1434'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DA1434'STATION MARK, PROJECTS 2 INCHES AND STAMPED, GROWL 1934 NO
 DA1434'1.
 DA1434'
 DA1434'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DA1434'STATION MARK, PROJECTS 5 INCHES AND STAMPED, GROWL 1934 NO 2.
 DA1434'
 DA1434'THE AZIMUTH MARK IS SET 5 PACES EAST OF A ONCE BLADED ROAD,
 DA1434'1 FOOT WEST OF A WHITE WITNESS POST,
 DA1434'PROJECTS 6 INCHES AND STAMPED, GROWL 1949.
 DA1434'
 DA1434'TO REACH THE STATION FROM GROWLER, A RAILROAD SIDING AND
 DA1434'SECTION HOUSE ON THE SOUTHERN PACIFIC RAILROAD, (14.5 MILES
 DA1434'BY ROAD FROM THE TOWN OF ROLL) GO WEST FOR 0.05 MILE TO A IRON
 DA1434'GATE ON THE RIGHT, NORTH, PASS THROUGH THE GATE, CROSS THE
 DA1434'RAILROAD TRACKS TO A FORK.  TAKE THE CENTER FORK OF 3 AND
 DA1434'CONTINUE ON THE MAIN TRAVELED ROAD, NORTH, FOR 6.0 MILES TO
 DA1434'THE AZIMUTH MARK ON THE RIGHT, EAST, AS DESCRIBED ABOVE.
 DA1434'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO THE STATION ON THE
 DA1434'RIGHT, EAST, AS DESCRIBED ABOVE.  A DRIVE STATION.
 DA1434'
 DA1434'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DA1434
 DA1434                          STATION RECOVERY (1952)
 DA1434
 DA1434'RECOVERY NOTE BY US ENGINEERS 1952
 DA1434'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DA1434'
 DA1434'TO REACH FROM POSTOFFICE AT ROLL, GO EAST ON BLACKTOP FROM
 DA1434'ROLL 5.85 MILES TO END OF BLACKTOP AND BEGINNING OF IMPROVED
 DA1434'COUNTRY ROAD LEFT, GO LEFT 0.85 MILE TO A Y FORK, TAKE RIGHT
 DA1434'FORK AND GO 2.5 MILES TO A T INTERSECTION GO RIGHT (EAST)
 DA1434'ALONG POLE LINE 1.5 MILE TO POLE 61827 AND ROAD LEFT, GO
 DA1434'NORTH ON GRAVEL ROAD 0.45 MILE TO CANAL BRIDGE, CROSS BRIDGE
 DA1434'AND FOLLOW ROAD RIGHT BETWEEN RAILROAD AND CANAL 3.1 MILES
 DA1434'TO GROWLER.  FROM GROWLER GO WEST 0.1 MILE TO A GATE AND A
 DA1434'RAILROAD CROSSING, GO NORTH ACROSS TRACKS 0.05 MILE TO A
 DA1434'TRIPLE-FORK.  TAKE CENTER ROAD AND GO 0.85 MILE TO A FORK,
 DA1434'GO LEFT (NORTH) ON MAIN GRADED ROAD 3.85 MILES TO AZIMUTH
 DA1434'AND WITNESS POST, CONTINUE 0.45 MILES TO STATION 150 FT
 DA1434'RIGHT OF ROAD.  DRIVE STATION.
 DA1434
 DA1434                          STATION RECOVERY (1967)
 DA1434
 DA1434'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RCC)
 DA1434'THE STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED
 DA1434'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1411 ***********************************************************************
 DA1411  DESIGNATION -  GROWLER
 DA1411  PID         -  DA1411
 DA1411  STATE/COUNTY-  AZ/PIMA
 DA1411  USGS QUAD   -  GROWLER PEAK (1990)
 DA1411
 DA1411                         *CURRENT SURVEY CONTROL
 DA1411  ___________________________________________________________________
 DA1411* NAD 83(1992)-  32 24 37.29880(N)    113 06 05.26505(W)     ADJUSTED  
 DA1411* NAVD 88     -       923.3    (meters)    3029.     (feet)  VERTCON   
 DA1411  ___________________________________________________________________
 DA1411  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 DA1411  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA1411
 DA1411  HORZ ORDER  -  SECOND
 DA1411
 DA1411.The horizontal coordinates were established by classical geodetic methods
 DA1411.and adjusted by the National Geodetic Survey in August 1993..
 DA1411
 DA1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1411
 DA1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1411
 DA1411.The geoid height was determined by GEOID03.
 DA1411
 DA1411;                    North         East     Units Scale Factor Converg.
 DA1411;SPC AZ C     -   156,985.194   101,914.155   MT  1.00005311   -0 38 06.3
 DA1411;SPC AZ C     -   515,043.29    334,364.03   iFT  1.00005311   -0 38 06.3
 DA1411;UTM  12      - 3,587,865.583   302,375.782   MT  1.00008163   -1 07 36.1
 DA1411
 DA1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1411!SPC AZ C     -   0.99986008  x   1.00005311  =   0.99991318
 DA1411!UTM  12      -   0.99986008  x   1.00008163  =   0.99994170
 DA1411
 DA1411:                Primary Azimuth Mark                     Grid Az
 DA1411:SPC AZ C     -  MONTEZUMA HEAD                           131 04 12.0
 DA1411:UTM  12      -  MONTEZUMA HEAD                           131 33 41.8
 DA1411
 DA1411|---------------------------------------------------------------------|
 DA1411| PID    Reference Object                     Distance      Geod. Az  |
 DA1411|                                                           dddmmss.s |
 DA1411| DA1509 MONTEZUMA HEAD                      APPROX.52.4 KM 1302605.7 |
 DA1411| DA1511 SPIRE NORTH OF SIERRA DEL AJO       APPROX.49.6 KM 1311404.6 |
 DA1411| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.64.3 KM 1393917.6 |
 DA1411| DA1414 GRANITE                             APPROX.19.5 KM 2754221.9 |
 DA1411| DA1396 TONEYS RANCH TANK                   APPROX.19.0 KM 3015528.0 |
 DA1411| DA1395 EAGLE TANK                          APPROX.36.2 KM 3191604.9 |
 DA1411|---------------------------------------------------------------------|
 DA1411
 DA1411                          SUPERSEDED SURVEY CONTROL
 DA1411
 DA1411  NAD 83(1986)-  32 24 37.28168(N)    113 06 05.27710(W) AD(       ) 2
 DA1411  NAD 27      -  32 24 37.06900(N)    113 06 02.65900(W) AD(       ) 2
 DA1411  NGVD 29 (06/20/88)  922.6    (m)         3027.     (f) VERT ANG       
 DA1411
 DA1411.Superseded values are not recommended for survey control.
 DA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1411.See file dsdata.txt to determine how the superseded data were derived.
 DA1411
 DA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0237687866(NAD 83)
 DA1411_MARKER: DS = TRIANGULATION STATION DISK
 DA1411_SETTING: 66 = SET IN ROCK OUTCROP
 DA1411
 DA1411  HISTORY     - Date     Condition        Report By
 DA1411  HISTORY     - 1920     MONUMENTED       CGS
 DA1411  HISTORY     - 1948     GOOD             USGS
 DA1411  HISTORY     - 1962     GOOD             AMS
 DA1411
 DA1411                          STATION DESCRIPTION
 DA1411
 DA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1411'STATION IS ABOUT 25 MILES W OF AJO AND ON THE HIGHEST POINT
 DA1411'OF THE MOUNTAIN IN THAT VICINITY.
 DA1411'
 DA1411'STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1411'HOLE IN OUTCROPPING BEDROCK.
 DA1411'
 DA1411'TO REACH, FOLLOW ROAD TOWARD PASS S OF THE MOUNTAIN LEADING
 DA1411'TO TONEYS RANCH.  JUST BEFORE DROPPING DOWN STEEP SLOPE TO
 DA1411'WINDMILL FOLLOW UP HIGHEST PART OF PASS TO MOUNTAIN.  FROM
 DA1411'HERE IT IS A TWO-MILE PACK OVER ROUGH, LOOSE, STEEP ROCK
 DA1411'TO HIGHEST POINT.
 DA1411
 DA1411                          STATION RECOVERY (1948)
 DA1411
 DA1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1411'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DA1411'
 DA1411'TO REACH FROM AJO, GO 3.7 MI N. ALONG STATE HWY. 85 TO RD. W.
 DA1411'FOLLOW THIS RD. 4.6 MI TO RD. FORKS.  TAKE RD. NW. 1.1 MI TO RD.
 DA1411'FORKS.  TAKE RD. W. 6.2 MI TO OLD CORRAL.  TURN NW. CROSS-COUNTRY
 DA1411'AS FAR AS POSSIBLE TO END OF TRUCK TRAVEL.  PACK SE. UP RIDGE TO
 DA1411'HIGHEST POINT AND STATION.  A 1-1/2 HOUR PACK.
 DA1411'
 DA1411'STATION MARK--NGS DISK STAMPED---GROWLER 1920---, IN SOLID ROCK.
 DA1411'
 DA1411'RM 1--NGS RM DISK, UNSTAMPED, IN LARGE LAVA ROCK.
 DA1411
 DA1411                          STATION RECOVERY (1962)
 DA1411
 DA1411'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1411'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 DA1411'CONDITION.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU2176 ***********************************************************************
 DU2176  DESIGNATION -  GUADALUPE RAD STA KUPD CEN MST
 DU2176  PID         -  DU2176
 DU2176  STATE/COUNTY-  AZ/MARICOPA
 DU2176  USGS QUAD   -  TEMPE (1982)
 DU2176
 DU2176                         *CURRENT SURVEY CONTROL
 DU2176  ___________________________________________________________________
 DU2176* NAD 83(1992)-  33 22 32.63948(N)    111 57 58.85047(W)     ADJUSTED  
 DU2176* NAVD 88     -                                                        
 DU2176  ___________________________________________________________________
 DU2176  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DU2176  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2176
 DU2176  HORZ ORDER  -  THIRD
 DU2176
 DU2176.The horizontal coordinates were established by classical geodetic methods
 DU2176.and adjusted by the National Geodetic Survey in August 1993..
 DU2176
 DU2176
 DU2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2176
 DU2176.The geoid height was determined by GEOID03.
 DU2176
 DU2176;                    North         East     Units Scale Factor Converg.
 DU2176;SPC AZ C     -   263,420.221   208,737.421   MT  0.99990026   -0 01 38.4
 DU2176;SPC AZ C     -   864,239.57    684,834.06   iFT  0.99990026   -0 01 38.4
 DU2176;UTM  12      - 3,693,359.058   410,110.727   MT  0.99969962   -0 31 53.9
 DU2176
 DU2176                          SUPERSEDED SURVEY CONTROL
 DU2176
 DU2176  NAD 83(1986)-  33 22 32.63328(N)    111 57 58.85543(W) AD(       ) 4
 DU2176  NAD 27      -  33 22 32.46400(N)    111 57 56.33400(W) AD(       ) 3
 DU2176
 DU2176.Superseded values are not recommended for survey control.
 DU2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2176.See file dsdata.txt to determine how the superseded data were derived.
 DU2176
 DU2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1011193359(NAD 83)
 DU2176_MARKER: 42 = RADIO/TV MAST
 DU2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2176+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DU2176
 DU2176  HISTORY     - Date     Condition        Report By
 DU2176  HISTORY     - 1962     FIRST OBSERVED   CGS
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20060814 GOOD             GEOCAC
 DU2176
 DU2176                          STATION DESCRIPTION
 DU2176
 DU2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2176'STATION IS LOCATED ABOUT 1/4 MILE NORTH-NORTHWEST OF GUADALUPE.
 DU2176'IT IS THE CENTER ONE OF THREE IDENTICAL MASTS, WHICH ARE
 DU2176'PAINTED RED AND WHITE AND ARE APPROXIMATELY 237 FEET HIGH.
 DU2176'
 DU2176'TO REACH FROM THE POST OFFICE IN GUADALUPE, GO NORTH ON 56 TH.
 DU2176'STREET FOR 0.25 MILE, TURN LEFT AND GO WEST ON BEVERLY ROAD
 DU2176'FOR 0.2 MILE TO A DRIVEWAY AND THE THREE MASTS ON THE RIGHT.
 DU2176'
 DU2176'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF CENTER MAST.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'NOT RECOVERED.    THIS IS, AND WAS A OLD RADIO STATION. THE PLACE WAS
 DU2176'ONCE ON A SMALL LOT. NOW IS ON A LARGE LOT WITH A LARGE ELECTIC FECNE
 DU2176'AT THE FREEWAY. INTERSTATE 10.   BESIDES A PRIVATE FENCE IS ANOTHER
 DU2176'FENCE INSIDE THIS ELECTRIC FENCE WITH THREE LARGE ANTENNAS. VERY BIG
 DU2176'WITH MORE FENCING AROUND EACH ONE OF THE THREE.  THE RADIO STATION IS
 DU2176'ALSO ENCLOSED. IT IS NOW A ROCK STATION. NO ONE CAN CASUALLY WALK IN.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'NOT RECOVERED.    THIS IS, AND WAS A OLD RADIO STATION. THE PLACE WAS
 DU2176'ONCE ON A SMALL LOT. NOW IS ON A LARGE LOT WITH A LARGE ELECTRIC FECNE
 DU2176'AT THE FREEWAY. INTERSTATE 10.   BESIDES A PRIVATE FENCE IS ANOTHER
 DU2176'FENCE INSIDE THIS ELECTRIC FENCE WITH THREE LARGE ANTENNAS. VERY BIG
 DU2176'WITH MORE FENCING AROUND EACH ONE OF THE THREE.  THE RADIO STATION IS
 DU2176'ALSO ENCLOSED. IT IS NOW A ROCK STATION. NO ONE CAN CASUALLY WALK IN.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'KUPD RADIO STATION TOWERS WERE NOT AT THE LOCATION AS DESCRIBED IN THE
 DU2176'LOCATION INSTRUCTIONS.  LOOKED IN AREA AS DESCRIBED IN DESCRIPTION AND
 DU2176'NO MARKERS TO BE FOUND.  THE TOWERS NOW HAVE VERY HIGH VOLTAGE AROUND
 DU2176'THEM SO WE COULD NOT GET IN TO INVESTIGATE BASES OF TOWERS.
 DU2176
 DU2176                          STATION RECOVERY (2006)
 DU2176
 DU2176'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DA1282 ***********************************************************************
 DA1282  DESIGNATION -  GUADU
 DA1282  PID         -  DA1282
 DA1282  STATE/COUNTY-  AZ/PIMA
 DA1282  USGS QUAD   -  KINO PEAK (1990)
 DA1282
 DA1282                         *CURRENT SURVEY CONTROL
 DA1282  ___________________________________________________________________
 DA1282* NAD 83(1992)-  32 02 12.84624(N)    112 58 41.18209(W)     ADJUSTED  
 DA1282* NAVD 88     -       794.4    (meters)    2606.     (feet)  VERTCON   
 DA1282  ___________________________________________________________________
 DA1282  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DA1282  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DA1282
 DA1282  HORZ ORDER  -  THIRD
 DA1282
 DA1282.The horizontal coordinates were established by classical geodetic methods
 DA1282.and adjusted by the National Geodetic Survey in August 1993..
 DA1282
 DA1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1282
 DA1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1282
 DA1282.The geoid height was determined by GEOID03.
 DA1282
 DA1282;                    North         East     Units Scale Factor Converg.
 DA1282;SPC AZ C     -   115,451.169   113,108.940   MT  1.00002391   -0 33 47.2
 DA1282;SPC AZ C     -   378,776.80    371,092.32   iFT  1.00002391   -0 33 47.2
 DA1282;UTM  12      - 3,546,236.788   313,215.826   MT  1.00003027   -1 02 58.6
 DA1282
 DA1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1282!SPC AZ C     -   0.99988036  x   1.00002391  =   0.99990426
 DA1282!UTM  12      -   0.99988036  x   1.00003027  =   0.99991062
 DA1282
 DA1282:                Primary Azimuth Mark                     Grid Az
 DA1282:SPC AZ C     -  QUITOVAGUITA                             266 05 47.6
 DA1282:UTM  12      -  QUITOVAGUITA                             266 34 59.0
 DA1282
 DA1282|---------------------------------------------------------------------|
 DA1282| PID    Reference Object                     Distance      Geod. Az  |
 DA1282|                                                           dddmmss.s |
 DA1282| DA1412 QUITOVAGUITA                        APPROX.15.9 KM 2653200.4 |
 DA1282|---------------------------------------------------------------------|
 DA1282
 DA1282                          SUPERSEDED SURVEY CONTROL
 DA1282
 DA1282  NAD 83(1986)-  32 02 12.82488(N)    112 58 41.18637(W) AD(       ) 3
 DA1282  NGVD 29 (06/20/88)  793.7    (m)         2604.     (f) VERT ANG       
 DA1282
 DA1282.Superseded values are not recommended for survey control.
 DA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1282.See file dsdata.txt to determine how the superseded data were derived.
 DA1282
 DA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1321646237(NAD 83)
 DA1282_MARKER: DS = TRIANGULATION STATION DISK
 DA1282_SETTING: 80 = SET IN A BOULDER
 DA1282_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1282+STABILITY: SURFACE MOTION
 DA1282
 DA1282  HISTORY     - Date     Condition        Report By
 DA1282  HISTORY     - 1962     MONUMENTED       USGS
 DA1282
 DA1282                          STATION DESCRIPTION
 DA1282
 DA1282'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1282'LOCATED ABOUT 24.3 MI SSW. OF AJO, 16.6 MI NW. OF LUKEVILLE.  ON
 DA1282'HIGHEST PART OF SMALL GROUP OF DARK HILLS KNOWN AS AGUA DULCE
 DA1282'MOUNTAINS, NEAR NORTH END OF N.-S. RIDGE AT HIGHEST POINT IN
 DA1282'GROUP OF LARGE LAVA BOULDERS, SOME OF WHICH ARE ABOUT 4 FT HIGHER
 DA1282'THAN STATION MARK.
 DA1282'
 DA1282'REACHED BY HELICOPTER.
 DA1282'
 DA1282'STATION MARK--STANDARD TABLET STAMPED---GUADU 1962---, CEMENTED IN
 DA1282'DRILL HOLE IN TOP OF ROCK 0.3 FT ABOVE GROUND.
 DA1282'
 DA1282'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, WEDGED IN DRILL
 DA1282'HOLE IN TOP OF LAVA BOULDER.
 DA1282'
 DA1282'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, WEDGED IN DRILL
 DA1282'HOLE IN TOP OF LARGE LAVA BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1007 ***********************************************************************
 CG1007  DESIGNATION -  GUAJOLOTE
 CG1007  PID         -  CG1007
 CG1007  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1007  USGS QUAD   -  CUMERO CANYON (1981)
 CG1007
 CG1007                         *CURRENT SURVEY CONTROL
 CG1007  ___________________________________________________________________
 CG1007* NAD 83(1992)-  31 24 39.41245(N)    110 45 07.30924(W)     ADJUSTED  
 CG1007* NAVD 88     -      1979.0    (meters)    6493.     (feet)  VERTCON   
 CG1007  ___________________________________________________________________
 CG1007  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 CG1007  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CG1007
 CG1007  HORZ ORDER  -  THIRD
 CG1007
 CG1007.The horizontal coordinates were established by classical geodetic methods
 CG1007.and adjusted by the National Geodetic Survey in August 1993..
 CG1007
 CG1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1007
 CG1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1007
 CG1007.The geoid height was determined by GEOID03.
 CG1007
 CG1007;                    North         East     Units Scale Factor Converg.
 CG1007;SPC AZ C     -    46,145.100   324,100.324   MT  1.00005121   +0 36 25.3
 CG1007;SPC AZ C     -   151,394.69  1,063,321.27   iFT  1.00005121   +0 36 25.3
 CG1007;UTM  12      - 3,475,173.320   523,570.594   MT  0.99960685   +0 07 45.2
 CG1007
 CG1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1007!SPC AZ C     -   0.99969387  x   1.00005121  =   0.99974506
 CG1007!UTM  12      -   0.99969387  x   0.99960685  =   0.99930084
 CG1007
 CG1007|---------------------------------------------------------------------|
 CG1007| PID    Reference Object                     Distance      Geod. Az  |
 CG1007|                                                           dddmmss.s |
 CG1007| CC6622 GUAJOLOTE RM 1                        3.942 METERS 09736     |
 CG1007| CC6623 GUAJOLOTE RM 2                        5.201 METERS 23745     |
 CG1007| CC6621 GUAJOLOTE AZ MK                                    3041914.2 |
 CG1007| CG1006 THREER                              APPROX. 4.6 KM 3440733.2 |
 CG1007|---------------------------------------------------------------------|
 CG1007
 CG1007                          SUPERSEDED SURVEY CONTROL
 CG1007
 CG1007  NAD 83(1986)-  31 24 39.39962(N)    110 45 07.30233(W) AD(       ) 3
 CG1007  NAD 27      -  31 24 39.04600(N)    110 45 04.99800(W) AD(       ) 3
 CG1007  NGVD 29 (07/19/86) 1978.0    (m)         6489.     (f) VERT ANG       
 CG1007
 CG1007.Superseded values are not recommended for survey control.
 CG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1007.See file dsdata.txt to determine how the superseded data were derived.
 CG1007
 CG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV2357175173(NAD 83)
 CG1007_MARKER: DS = TRIANGULATION STATION DISK
 CG1007_SETTING: 66 = SET IN ROCK OUTCROP
 CG1007
 CG1007  HISTORY     - Date     Condition        Report By
 CG1007  HISTORY     - 1936     MONUMENTED       CGS
 CG1007  HISTORY     - 1968     GOOD             AMS
 CG1007  HISTORY     - 1972     GOOD             AZHD
 CG1007
 CG1007                          STATION DESCRIPTION
 CG1007
 CG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1007'THE STATION IS ON THE NW AND HIGHEST POINT OF A PROMINENT PEAK,
 CG1007'ABOUT 11 MILES E AND 5 MILES N OF NOGALES ON THE SUMMIT OF THE
 CG1007'PATAGONIA RANGE, ABOUT 3 MILES N OF MT. WASHINGTON AND ABOUT
 CG1007'1-1/2 MILES N OF THE HIGHWAY AS IT GOES OVER THE SADDLE TO
 CG1007'THE TOWN OF WASHINGTON.  THE STATION HILL APPEARS AS A LONE
 CG1007'PEAK FROM THE VICINITY OF NOGALES.
 CG1007'
 CG1007'R.M. NO. 1 IS E OF THE STATION SET IN AN OUTCROP FLUSH WITH
 CG1007'THE GROUND.
 CG1007'
 CG1007'R.M. NO. 2 IS SW OF THE STATION SET IN A ROCK OUTCROP PROJECTING
 CG1007'ABOUT 2-1/2 FEET ABOVE THE GROUND.
 CG1007'
 CG1007'THE AZIMUTH MARK IS THE TRIANGULATION STATION THREER WHICH
 CG1007'IS 3 MILES NNW OF THE STATION.  THREER PEAK IS IN RANGE WITH
 CG1007'BALDY PEAK FROM GUAJOLOTE.
 CG1007'
 CG1007'4-FT. STAND SEES ALL OBJECTS.
 CG1007'
 CG1007'A 40-MINUTE PACK STATION.
 CG1007'
 CG1007'STATION CAN BE REACHED FROM NOGALES BY GOING NE ON NO. 82
 CG1007'TO THE SANTA CRUZ RIVER A DISTANCE OF ABOUT 5 MILES, ABOUT
 CG1007'200 YARDS PAST THE BRIDGE, TAKE THE RIGHT FORK AT A SCHOOL
 CG1007'HOUSE AND FOLLOW THE ROAD GENERALLY E FOR 11.8 MILES TO THE
 CG1007'TOP OF SADDLE AND CATTLE GUARD ON THE ROAD.  CONTINUE DOWN
 CG1007'THE MOUNTAIN 1.6 MILES, TURNING LEFT ON AN IMPROVED ROAD AND
 CG1007'GOING N FOR 3.5 MILES TO A MAIL BOX THAT IS HOME MADE AND
 CG1007'PAINTED GREEN WITH THE NAME HAIST PRINTED ON IT.  TURN LEFT AT
 CG1007'THIS POINT AND FOLLOWING MEANDERING ROAD SW, W AND THEN NW UP
 CG1007'A CANYON FOR ALL ROUGH AND ROCKY FOR 2.8 MILES TO A SMALL
 CG1007'ROCK HOUSE ON THE RIGHT.  PASS THE HOUSE AND GO 50 YARDS TO A
 CG1007'FORK TAKING THE LEFT FORK TO THE NW AND FOLLOW A DIM TRACK
 CG1007'ROAD FOR 0.4 MILE WHICH IS THE END OF THE TRUCK TRAVEL.  CLUMB
 CG1007'THE MOUNTAIN TO THE RIDGE AND FOLLOW ALONG THE RIDGE TO THE
 CG1007'HIGHEST POINT ON THE NW.  THE STATION BEING LOCATED HERE.
 CG1007
 CG1007                          STATION RECOVERY (1968)
 CG1007
 CG1007'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG1007'MARK IS LOCATED APPROXIMATELY 11.5 AIRMILES (ENE) OF NOGALES.
 CG1007'9.5 AIRMILES (S) OF PATAGONIA.
 CG1007'
 CG1007'TO REACH MARK FROM INTERSECTION OF STATE HIGHWAY 82 AND U.S.
 CG1007'HYW 89 IN NOGALES GO (W) ON HWY 82 FOLLOWING INTERCHANGE OVER
 CG1007'U.S. HWY 89 AND GO (NW) FOR 4.6 MILES TO A SIGN WASHINGTON
 CG1007'CAMP AND GRAVEL ROAD RIGHT.  TURN RIGHT AFTER PASSING SCHOOLHOUSE
 CG1007'AND GO (ESE) FOR 11.3 MILES TO TOP OF A SADDLE AND CATTLE
 CG1007'GUARD.  CONTINUE (ESE) FOR 1.6 MILES TO INTERSECTION WITH
 CG1007'DIRT ROAD LEFT AND SIGN U.S. 58 AND SIGN PATAGONIA 18,
 CG1007'CORONADO NATIONAL FOREST.  TURN LEFT (NNW) AND GO 3.3 MILES TO
 CG1007'INTERSECTION WITH DIRT ROAD (LEFT) AND SIGN UX RANCH, MOWRY
 CG1007'1.  TURN LEFT (WNW) AND GO 0.1 MILE TO A GATE AND Y
 CG1007'INTERSECTION.  TAKE LEFT FORK (S) ON A POOR DIRT ROAD FOR 2.5
 CG1007'MILES TO ROAD RIGHT.  TURN RIGHT (N) AND GO 0.2 MILE TO Y
 CG1007'INTERSECTION.  TAKE LEFT FORK (SSW) ON DIM TRACK ROAD FOR
 CG1007'0.4 MILE AND END OF JEEP TRAVEL.  PACK (W) TO HIGHEST
 CG1007'POINT ON HILL AND STATION SITE (PACK TIME--40 MINUTES).
 CG1007'
 CG1007'STATION IS LOCATED ON THE (NW) MOST PROMINENT POINT OF A
 CG1007'LONE PEAK IN THE PATAGONIA MOUNTAINS.  STATION IS MARKED BY
 CG1007'A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 0.05 M ABOVE
 CG1007'GROUND.  STAMPED GUAJOLOTE 1936.
 CG1007'
 CG1007'R.M. 1 IS A USC AND GS BRONZE DISK CEMENTED FLUSH WITH THE
 CG1007'GROUND.  STAMPED GUAJOLOTE NO 1 1936.  IT IS LOCATED 3.94 M
 CG1007'(E) OF MARK ON A MAG. AZ. OF 98 DEG AND A DE OF +0.10 M.
 CG1007'
 CG1007'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A ROCK OUTCROP
 CG1007'PROTRUDING 0.48 M.  STAMPED GUAJOLOTE NO 2 1936.  IT IS LOCATED
 CG1007'5.20 M (WSW) OF MARK ON A MAG. AZ. OF 239 DEG AND A DE OF
 CG1007'+0.51 M.
 CG1007'
 CG1007'AZIMUTH MARK WAS NOT OBSERVED.  CONDITION OF ALL EXISTING
 CG1007'MARKS IS EXCELLENT.  VIEW IS GOOD IN ALL DIRECTIONS EXCEPT
 CG1007'IN MAG. AZ. AREA 330 DEG-40 DEG (TREES ON SAME HILL).
 CG1007
 CG1007                          STATION RECOVERY (1972)
 CG1007
 CG1007'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1007'A.  GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 CG1007'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CG1007'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1175 ***********************************************************************
 CZ1175  DESIGNATION -  GUANO
 CZ1175  PID         -  CZ1175
 CZ1175  STATE/COUNTY-  AZ/PINAL
 CZ1175  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1175
 CZ1175                         *CURRENT SURVEY CONTROL
 CZ1175  ___________________________________________________________________
 CZ1175* NAD 83(1992)-  32 48 24.75553(N)    111 40 15.18761(W)     ADJUSTED  
 CZ1175* NAVD 88     -       451.56   (+/-2cm)    1481.5    (feet)  VERTCON   
 CZ1175  ___________________________________________________________________
 CZ1175  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ1175  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1175
 CZ1175  HORZ ORDER  -  FIRST
 CZ1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1175
 CZ1175.The horizontal coordinates were established by classical geodetic methods
 CZ1175.and adjusted by the National Geodetic Survey in August 1993..
 CZ1175
 CZ1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1175.The vertical order pertains to the NGVD 29 superseded value.
 CZ1175
 CZ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1175
 CZ1175.The geoid height was determined by GEOID03.
 CZ1175
 CZ1175;                    North         East     Units Scale Factor Converg.
 CZ1175;SPC AZ C     -   200,362.510   236,376.682   MT  0.99990653   +0 07 59.4
 CZ1175;SPC AZ C     -   657,357.32    775,514.05   iFT  0.99990653   +0 07 59.4
 CZ1175;UTM  12      - 3,630,076.826   437,191.901   MT  0.99964864   -0 21 48.6
 CZ1175
 CZ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1175!SPC AZ C     -   0.99993383  x   0.99990653  =   0.99984037
 CZ1175!UTM  12      -   0.99993383  x   0.99964864  =   0.99958250
 CZ1175
 CZ1175|---------------------------------------------------------------------|
 CZ1175| PID    Reference Object                     Distance      Geod. Az  |
 CZ1175|                                                           dddmmss.s |
 CZ1175| CZ2051 SUNLAND GIN RD STA 21+00             21.463 METERS 04611     |
 CZ1175| CZ1174 GUANO RM 1                            9.138 METERS 09049     |
 CZ1175| CZ2049 KEITH                               APPROX. 5.1 KM 1902217.0 |
 CZ1175| CZ1176 GUANO RM 2                            8.684 METERS 20235     |
 CZ1175| CZ2050 GUANO POINT A                        29.379 METERS 23528     |
 CZ1175| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.10.9 KM 3152822.3 |
 CZ1175| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 8.5 KM 3174339.2 |
 CZ1175| CH5264 GUANO AZ MK                                        3581115.9 |
 CZ1175| CZ1405 GUANO AZ MK RESET                                  3593447.1 |
 CZ1175|---------------------------------------------------------------------|
 CZ1175
 CZ1175                          SUPERSEDED SURVEY CONTROL
 CZ1175
 CZ1175  NAD 83(1986)-  32 48 24.75014(N)    111 40 15.18803(W) AD(       ) 1
 CZ1175  NAD 27      -  32 48 24.53900(N)    111 40 12.73520(W) AD(       ) 1
 CZ1175  NGVD 29 (??/??/92)  450.998  (m)         1479.65   (f) ADJ UNCH    1 2
 CZ1175
 CZ1175.Superseded values are not recommended for survey control.
 CZ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1175.See file dsdata.txt to determine how the superseded data were derived.
 CZ1175
 CZ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3719230077(NAD 83)
 CZ1175_MARKER: DS = TRIANGULATION STATION DISK
 CZ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1175_STAMPING: GUANO 1960
 CZ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1175+STABILITY: SURFACE MOTION
 CZ1175
 CZ1175  HISTORY     - Date     Condition        Report By
 CZ1175  HISTORY     - 1960     MONUMENTED       CGS
 CZ1175  HISTORY     - 1962     GOOD             CGS
 CZ1175  HISTORY     - 1966     GOOD             AMS
 CZ1175  HISTORY     - 1971     GOOD             NGS
 CZ1175  HISTORY     - 1971     GOOD             NGS
 CZ1175  HISTORY     - 1972     GOOD             AZHD
 CZ1175  HISTORY     - 1975     GOOD             AZDT
 CZ1175
 CZ1175                          STATION DESCRIPTION
 CZ1175
 CZ1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1175'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CASA GRANDE
 CZ1175'AND 1 MILE SOUTH OF ARIZONA STATE HIGHWAY 84 ON FLAT DESERT.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1175'SOUTHEAST TOWARD TUCSON ON ARIZONA STATE HIGHWAY 84 FOR 6.0
 CZ1175'MILES TO SUNLAND GIN ROAD ON THE RIGHT, TURN RIGHT AND GO
 CZ1175'1.1 MILES TO THE STATION ON THE LEFT.
 CZ1175'
 CZ1175'THE STATION MARK IS A STANDARD DISK STAMPED GUANO 1960, SET
 CZ1175'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT
 CZ1175'IS 60 FEET SOUTH OF A DIM TRACK ROAD, 50 FEET EAST OF THE
 CZ1175'CENTER OF SUNLAND GIN ROAD, 16 FEET EAST OF A FENCE CORNER
 CZ1175'AND 1.8 FEET SOUTH OF A WITNESS POST.
 CZ1175'
 CZ1175'R.M. 1 IS A STANDARD DISK STAMPED GUANO NO 1 1960, SET IN A
 CZ1175'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 29.8
 CZ1175'FEET EAST OF THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 CZ1175'
 CZ1175'R.M. 2 IS A STANDARD DISK STAMPED GUANO NO 2 1960, SET IN A
 CZ1175'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 30.3
 CZ1175'FEET SOUTH OF THE WITNESS POST, 3 FEET NORTH OF A DEEP DUG
 CZ1175'WELL AND 0.5 FOOT EAST OF A WIRE FENCE.
 CZ1175'
 CZ1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUANO 1960, SET
 CZ1175'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 CZ1175'IS 36 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 26 FEET
 CZ1175'EAST OF THE SOUTHEAST CORNER OF A PIG PEN.
 CZ1175'
 CZ1175'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON
 CZ1175'SUNLAND GIN ROAD FOR 0.45 MILE TO A PIG PEN AND THE MARK ON
 CZ1175'THE LEFT.
 CZ1175
 CZ1175                          STATION RECOVERY (1962)
 CZ1175
 CZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1175'STATION WAS RECOVERED AND STATION MARK, R.M. NO. 1 AND R.M. NO. 2
 CZ1175'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 CZ1175'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AND A NEW
 CZ1175'AZIMUTH MARK WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 CZ1175'MARKS CHECKED WITH THE ORIGINAL DESCRIPTION.  A SLIGHT DIFFERENCE
 CZ1175'WAS FOUND IN THE DISTANCE TO R.M. NO. 2.
 CZ1175'
 CZ1175'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ1175'
 CZ1175'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CASA GRANDE
 CZ1175'AND 1 MILE SOUTH OF STATE ROUTE 84.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1175'SOUTHEAST ON STATE ROUTE 84 FOR 6.0 MILES TO SUNLAND GIN ROAD
 CZ1175'ON RIGHT, TURN RIGHT AND GO SOUTH FOR 0.65 MILE TO AZIMUTH
 CZ1175'MARK ON LEFT, CONTINUE SOUTH 0.5 MILE TO STATION AT FENCE
 CZ1175'CORNER ON LEFT.
 CZ1175'
 CZ1175'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GUANO
 CZ1175'1960, IS SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CZ1175'ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS 60 FEET SOUTH
 CZ1175'OF A DIM TRACK ROAD, 51 FEET EAST OF CENTER OF ROAD, 11.5
 CZ1175'FEET EAST OF FENCE CORNER AND 1.8 FEET SOUTH OF WITNESS POST.
 CZ1175'
 CZ1175'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GUANO NO 1
 CZ1175'1960, IS SET IN TOP A SQUARE CONCRETE POST WHICH PROJECTS
 CZ1175'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS IN THE FENCE
 CZ1175'LINE, 81 FEET EAST OF CENTER OF ROAD AND 29.9 FEET EAST OF
 CZ1175'THE WITNESS POST.
 CZ1175'
 CZ1175'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GUANO NO
 CZ1175'2 1960, IS SET IN TOP OF A SQUARE CONCRETE POST WHICH IS
 CZ1175'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 40 FEET
 CZ1175'EAST OF CENTER OF ROAD, 30 FEET SOUTHWEST OF THE WITNESS POST
 CZ1175'AND 27 FEET SOUTH OF THE FENCE CORNER.
 CZ1175'
 CZ1175'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GUANO 1960
 CZ1175'RESET 1962, IS SET IN TOP OF A ROUND CONCRETE POST WHICH
 CZ1175'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 CZ1175'MARK IS 33 FEET EAST OF CENTER OF ROAD, 5 FEET SOUTH OF POWER
 CZ1175'POLE AND 2.3 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 CZ1175'
 CZ1175'HEIGHT OF LIGHT ABOVE STATION MARK 4.25 METERS.
 CZ1175
 CZ1175                          STATION RECOVERY (1966)
 CZ1175
 CZ1175'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (CCS)
 CZ1175'STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 CZ1175'AND DESCRIPTION ADEQUATE.
 CZ1175
 CZ1175                          STATION RECOVERY (1971)
 CZ1175
 CZ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1175'THE STATION MARK, REFERENCE MARK 1 AND THE 1962 AZIMUTH MARK WERE
 CZ1175'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2 IS
 CZ1175'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION.  THE DISTANCE AND
 CZ1175'DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE 1962
 CZ1175'DATA.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS TIME.  THE
 CZ1175'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  A COMPLETE NEW
 CZ1175'DESCRIPTION FOLLOWS--
 CZ1175'
 CZ1175'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CASA GRANDE, 3
 CZ1175'MILES NORTHEAST OF TOLTEC AND JUST SOUTH OF INTERSTATE HIGHWAY 8 AT
 CZ1175'THE SUNLAND GIN ROAD EXIT.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS ON INTERSTATE
 CZ1175'HIGHWAY 10 AT THE SUNLAND GIN ROAD EXIT ABOUT 7 MILES SOUTHEAST OF
 CZ1175'CASA GRANDE GO SOUTH ON SUNLAND GIN ROAD FOR 0.2 MILE TO THE MARK
 CZ1175'ON THE LEFT AT AN ENCO SERVICE STATION.
 CZ1175'
 CZ1175'THE STATION MARK IS A STANDARD DISK STAMPED GUANO 1960, SET IN THE
 CZ1175'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CZ1175'ABOVE THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF
 CZ1175'SUNLAND GIN ROAD, 6 FEET NORTHWEST OF A 12 X 12 INCH STEEL POLE
 CZ1175'WITH AN ENCO SIGN ON TOP AND 2.5 FEET SOUTHWEST OF AN ARIZONA
 CZ1175'HIGHWAY DEPARTMENT WITNESS POST MARKED 21+4885.
 CZ1175'
 CZ1175'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUANO NO 1 1960, SET IN
 CZ1175'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1175'THE GROUND SURFACE.  IT IS 30 FEET EAST OF AN ARIZONA HIGHWAY
 CZ1175'DEPARTMENT WITNESS POST MARKED 21+4885, 25 FEET EAST OF AN ENCO
 CZ1175'SIGN AND 25 FEET WEST OF A 40 FOOT POLE WITH AN ENCO SIGN ON TOP.
 CZ1175'
 CZ1175'REFERENCE MARK 3 IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CZ1175'21+00 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 CZ1175'6-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 CZ1175'SURFACE.  IT IS 2 FEET SOUTH-SOUTHWEST OF AN ARIZONA HIGHWAY
 CZ1175'DEPARTMENT WITNESS POST MARKED 21+00 AND 0.5 FOOT WEST OF A
 CZ1175'CORNER FENCE POST.
 CZ1175'
 CZ1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUANO 1960 RESET 1962,
 CZ1175'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CZ1175'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 CZ1175'FEET EAST OF THE CENTER OF THE SUNLAND GIN ROAD AND 2 FEET
 CZ1175'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 CZ1175'
 CZ1175'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SUNLAND GIN
 CZ1175'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1175'
 CZ1175'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CZ1175'
 CZ1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 CZ1175'OF TOLTEC.
 CZ1175
 CZ1175                          STATION RECOVERY (1971)
 CZ1175
 CZ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1175'7.1 MI SE FROM CASA GRANDE.
 CZ1175'0.2 MILE SOUTH ALONG SUNLAND GIN ROAD FROM THE CENTER OF THE OVERPASS
 CZ1175'ON INTERSTATE HIGHWAY 10, 50 FEET EAST OF THE CENTER OF SUNLAND GIN
 CZ1175'ROAD, 2.5 FEET SOUTHWEST OF AN ARIZONA HIGHWAY DEPARTMENT WITNESS POST
 CZ1175'MARKED 21+4885, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CZ1175'PROJECTING 4 INCHES.  CORNER OF SW 1/4, SEC 18, T 7 S, R 7 E.
 CZ1175
 CZ1175                          STATION RECOVERY (1972)
 CZ1175
 CZ1175'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CZ1175'GENERAL LOCATION CASA GRANDE, ARIZONA.  INTERSTATE 10
 CZ1175'AND SUNLAND GIN ROAD.
 CZ1175'
 CZ1175'TO REACH FROM THE TOP OF THE SUNLAND GIN OVERPASS ACROSS
 CZ1175'INT. 10, SOUTH TO THE BOTTOM OF THE GRADE, ABOUT 0.1 MILES,
 CZ1175'AND TO THE STATION ON THE LEFT, AT THE NORTHWEST CORNER OF A
 CZ1175'GULF SERVICE STATION.
 CZ1175'
 CZ1175'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 CZ1175'CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.5 FT 60 FT EAST
 CZ1175'OF THE CENTERLINE OF SUNLAND GIN ROAD, AND ON THE WEST EDGE
 CZ1175'OF THE SURFACING OF THE SERVICE STATION.  STAMPED, GUANO 1960
 CZ1175'
 CZ1175'REFERENCE MARKS R.M. NO. 2 IS EITHER DESTROYED OR UNDER
 CZ1175'THE SURFACING.  R.M. NO. 1 IS A STANDARD USC AND GS REFERENCE
 CZ1175'MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST, FLUSH
 CZ1175'WITH THE GROUND.  30 FT EAST OF THE MAIN STATION.  ST. GUANO NO 1.
 CZ1175'
 CZ1175'AZIMUTH MARK THE AZIMUTH MARK IS A STANDARD USC AND GS
 CZ1175'REFERENCE MARK BRASS CAP SET IN A 10 IN CYLYNDRICAL CONCRETE
 CZ1175'POST, UP 0.5 FT.  STAMPED, GUANO 1960 RESET, ABOUT 35 FT EAST
 CZ1175'OF THE CENTERLINE OF SUNLAND GIN ROAD.  CONSTRUCTION OF THE
 CZ1175'OVERPASS HAS MADE IT IMPOSSIBLE TO SEE TO GUANO WITHOUT A TOWER.
 CZ1175
 CZ1175                          STATION RECOVERY (1975)
 CZ1175
 CZ1175'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1175'FROM THE TOP OF THE OVERPASS OF SUNLAND GIN ROAD OVER I-10, SOUTH ON
 CZ1175'SUNLAND GIN ROAD FOR ABOUT 0.15 MILES TO THE BOTTOM OF THE OVERPASS
 CZ1175'AND A SERVICE STATION ON THE LEFT AND TO THE STATION.  50 FT. EAST OF
 CZ1175'THE CENTERLINE OF SUNLAND GIN ROAD.  2 FT. NORTHWEST OF THE A CONCRETE
 CZ1175'CURBING SURROUNDING AN EXXON SIGN.  A USC AND GS TRIANGULATION BRASS
 CZ1175'CAP, SET IN A SQUARE 12 IN. CONCRETE POST, UP 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1405 ***********************************************************************
 CZ1405  DESIGNATION -  GUANO AZ MK RESET
 CZ1405  PID         -  CZ1405
 CZ1405  STATE/COUNTY-  AZ/PINAL
 CZ1405  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1405
 CZ1405                         *CURRENT SURVEY CONTROL
 CZ1405  ___________________________________________________________________
 CZ1405* NAD 83(1986)-  32 48 50.     (N)    111 40 14.     (W)     SCALED    
 CZ1405* NAVD 88     -       450.32   (+/-2cm)    1477.4    (feet)  VERTCON   
 CZ1405  ___________________________________________________________________
 CZ1405  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1405
 CZ1405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1405
 CZ1405.The horizontal coordinates were scaled from a topographic map and have
 CZ1405.an estimated accuracy of +/- 6 seconds.
 CZ1405
 CZ1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1405.The vertical order pertains to the NGVD 29 superseded value.
 CZ1405
 CZ1405.The geoid height was determined by GEOID03.
 CZ1405
 CZ1405;                    North         East    Units  Estimated Accuracy
 CZ1405;SPC AZ C     -   201,140.      236,410.      MT  (+/- 180 meters Scaled)
 CZ1405
 CZ1405                          SUPERSEDED SURVEY CONTROL
 CZ1405
 CZ1405  NGVD 29 (??/??/92)  449.775  (m)         1475.64   (f) ADJ UNCH    2 0
 CZ1405
 CZ1405.Superseded values are not recommended for survey control.
 CZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1405.See file dsdata.txt to determine how the superseded data were derived.
 CZ1405
 CZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB372308(NAD 83)
 CZ1405_MARKER: DZ = AZIMUTH MARK DISK
 CZ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1405_STAMPING: GUANO 1960 RESET 1962
 CZ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1405+STABILITY: SURFACE MOTION
 CZ1405
 CZ1405  HISTORY     - Date     Condition        Report By
 CZ1405  HISTORY     - 1962     MONUMENTED       CGS
 CZ1405
 CZ1405                          STATION DESCRIPTION
 CZ1405
 CZ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1405'6.65 MI SE FROM CASA GRANDE.
 CZ1405'6.0 MLES SOUTHEAST ALONG STATE HIGHWAY 93-84 FROM THE POST OFFICE AT
 CZ1405'CASA GRANDE, THENCE 0.65 MILE SOUTH ALONG THE SUNLAND GIN ROAD 33 FEET
 CZ1405'EAST OF THE CENTER OF THE ROAD, 5.0 FEET SOUTH OF A POWER POLE, 2.3
 CZ1405'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CZ1405'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1174 ***********************************************************************
 CZ1174  DESIGNATION -  GUANO RM 1
 CZ1174  PID         -  CZ1174
 CZ1174  STATE/COUNTY-  AZ/PINAL
 CZ1174  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1174
 CZ1174                         *CURRENT SURVEY CONTROL
 CZ1174  ___________________________________________________________________
 CZ1174* NAD 83(1986)-  32 48 25.     (N)    111 40 15.     (W)     SCALED    
 CZ1174* NAVD 88     -       451.94   (+/-2cm)    1482.7    (feet)  VERTCON   
 CZ1174  ___________________________________________________________________
 CZ1174  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1174
 CZ1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1174
 CZ1174.The horizontal coordinates were scaled from a topographic map and have
 CZ1174.an estimated accuracy of +/- 6 seconds.
 CZ1174
 CZ1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1174.The vertical order pertains to the NGVD 29 superseded value.
 CZ1174
 CZ1174.The geoid height was determined by GEOID03.
 CZ1174
 CZ1174;                    North         East    Units  Estimated Accuracy
 CZ1174;SPC AZ C     -   200,370.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1174
 CZ1174                          SUPERSEDED SURVEY CONTROL
 CZ1174
 CZ1174  NGVD 29 (??/??/92)  451.385  (m)         1480.92   (f) ADJ UNCH    2 0
 CZ1174
 CZ1174.Superseded values are not recommended for survey control.
 CZ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1174.See file dsdata.txt to determine how the superseded data were derived.
 CZ1174
 CZ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371300(NAD 83)
 CZ1174_MARKER: DR = REFERENCE MARK DISK
 CZ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1174_STAMPING: GUANO NO 1 1960
 CZ1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1174+STABILITY: SURFACE MOTION
 CZ1174
 CZ1174  HISTORY     - Date     Condition        Report By
 CZ1174  HISTORY     - 1960     MONUMENTED       CGS
 CZ1174  HISTORY     - 1971     GOOD             NGS
 CZ1174
 CZ1174                          STATION DESCRIPTION
 CZ1174
 CZ1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1174'7.1 MI SE FROM CASA GRANDE.
 CZ1174'0.2 MILE SOUTH ALONG SUNLAND GIN ROAD FROM THE CENTER OF THE OVERPASS
 CZ1174'ON INTERSTATE HIGHWAY 10, 30 FEET EAST OF AN ARIZONA HIGHWAY
 CZ1174'DEPARTMENT WITNESS POST MARKED 21+4885, 25 FEET EAST OF AN ENCO SIGN,
 CZ1174'25 FEET WEST OF A 40 FOOT POLE WITH AN ENCO SIGN ON TOP, SET IN THE
 CZ1174'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 CZ1174'SURFACE.  CORNER OF SW 1/4, SEC 18, T7 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DV2066 ***********************************************************************
 DV2066  DESIGNATION -  GUARANTY
 DV2066  PID         -  DV2066
 DV2066  STATE/COUNTY-  AZ/MARICOPA
 DV2066  USGS QUAD   -  PHOENIX (1982)
 DV2066
 DV2066                         *CURRENT SURVEY CONTROL
 DV2066  ___________________________________________________________________
 DV2066* NAD 83(1992)-  33 29 20.82654(N)    112 04 27.25028(W)     ADJUSTED  
 DV2066* NAVD 88     -       414.1    (meters)    1359.     (feet)  VERTCON   
 DV2066  ___________________________________________________________________
 DV2066  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DV2066  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV2066
 DV2066  HORZ ORDER  -  FIRST
 DV2066
 DV2066.The horizontal coordinates were established by classical geodetic methods
 DV2066.and adjusted by the National Geodetic Survey in August 1993..
 DV2066
 DV2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2066
 DV2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2066
 DV2066.The geoid height was determined by GEOID03.
 DV2066
 DV2066;                    North         East     Units Scale Factor Converg.
 DV2066;SPC AZ C     -   276,004.780   198,717.865   MT  0.99990264   -0 05 13.0
 DV2066;SPC AZ C     -   905,527.49    651,961.50   iFT  0.99990264   -0 05 13.0
 DV2066;UTM  12      - 3,706,029.041   400,204.381   MT  0.99972278   -0 35 34.0
 DV2066
 DV2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2066!SPC AZ C     -   0.99993968  x   0.99990264  =   0.99984232
 DV2066!UTM  12      -   0.99993968  x   0.99972278  =   0.99966247
 DV2066
 DV2066:                Primary Azimuth Mark                     Grid Az
 DV2066:SPC AZ C     -  GUARANTY AZ MK                           005 15 50.1
 DV2066:UTM  12      -  GUARANTY AZ MK                           005 46 11.1
 DV2066
 DV2066|---------------------------------------------------------------------|
 DV2066| PID    Reference Object                     Distance      Geod. Az  |
 DV2066|                                                           dddmmss.s |
 DV2066| CH5265 GUARANTY AZ MK                                     0051037.1 |
 DV2066| CH5266 GUARANTY RM 1                         4.776 METERS 23903     |
 DV2066| CH5267 GUARANTY RM 2                         4.870 METERS 30438     |
 DV2066|---------------------------------------------------------------------|
 DV2066
 DV2066                          SUPERSEDED SURVEY CONTROL
 DV2066
 DV2066  NAD 83(1986)-  33 29 20.82087(N)    112 04 27.25578(W) AD(       ) 1
 DV2066  NAD 27      -  33 29 20.66720(N)    112 04 24.71960(W) AD(       ) 1
 DV2066  NGVD 29 (07/19/86)  413.5    (m)         1357.     (f) VERT ANG       
 DV2066
 DV2066.Superseded values are not recommended for survey control.
 DV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2066.See file dsdata.txt to determine how the superseded data were derived.
 DV2066
 DV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0020406029(NAD 83)
 DV2066_MARKER: DS = TRIANGULATION STATION DISK
 DV2066_SETTING: 0 = UNSPECIFIED SETTING
 DV2066
 DV2066  HISTORY     - Date     Condition        Report By
 DV2066  HISTORY     - 1963     MONUMENTED       CGS
 DV2066  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 DV2066
 DV2066                          STATION DESCRIPTION
 DV2066
 DV2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2066'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE HIGHEST
 DV2066'PART OF THE GUARANTY BANK BUILDING, 2-1/2 MILES NORTH OF THE
 DV2066'CENTRAL SECTION OF PHOENIX ALONG THE WEST SIDE OF NORTH CENTRAL
 DV2066'AVENUE.
 DV2066'
 DV2066'TO REACH THE STATION FROM VAN BUREN AND NORTH CENTRAL, GO NORTH
 DV2066'ON NORTH CENTRAL FOR 2.6 MILES TO THE GUARANTY BANK BUILDING
 DV2066'ON THE LEFT AND THE STATION LOCATED ON THE EXTREME TOP AS
 DV2066'DESCRIBED.
 DV2066'
 DV2066'THE STATION MARK IS A STANDARD DISK STAMPED GUARANTY 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER ON THE TOP
 DV2066'PART OF THE BANK.
 DV2066'
 DV2066'IT IS 6.78 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE TRAP
 DV2066'DOOR, 6.88 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE TRAP
 DV2066'DOOR, 5.5 FEET WEST OF WEST EDGE OF VENT AND 4.7 FEET EAST OF
 DV2066'EAST EDGE OF VENT.
 DV2066'
 DV2066'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUARANTY NO 1 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE ROOF.
 DV2066'IT IS 2.75 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ROOF.
 DV2066'
 DV2066'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUARANTY NO 2 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE ROOF.
 DV2066'IT IS 2.65 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF.
 DV2066'
 DV2066'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUARANTY 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE INSIDE PART OF THE SIDEWALK,
 DV2066'LOCATED IN THE SOUTHEAST CORNER OF NORTH CENTRAL AVENUE AND
 DV2066'INDIAN SCHOOL ROAD.  IT IS 15.6 FEET SOUTH-SOUTHWEST OF A SIGNAL
 DV2066'LIGHT POLE AND 19.1 FEET WEST OF THE NORTHWEST CORNER OF A
 DV2066'BUILDING.
 DV2066'
 DV2066'TO REACH THE AZIMUTH MARK FROM THE GUARANTY BANK BUILDING, GO
 DV2066'NORTH ON NORTH CENTRAL AVENUE FOR 0.5 MILE TO INDIAN SCHOOL ROAD
 DV2066'AND THE AZIMUTH MARK IS LOCATED ON THE RIGHT AS DESCRIBED ABOVE.
 DV2066'
 DV2066'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2066
 DV2066                          STATION RECOVERY (1995)
 DV2066
 DV2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0654 ***********************************************************************
 ET0654  DESIGNATION -  GUARD
 ET0654  PID         -  ET0654
 ET0654  STATE/COUNTY-  AZ/MOHAVE
 ET0654  USGS QUAD   -  SIGNAL (1990)
 ET0654
 ET0654                         *CURRENT SURVEY CONTROL
 ET0654  ___________________________________________________________________
 ET0654* NAD 83(1992)-  34 29 17.89380(N)    113 43 52.53256(W)     ADJUSTED  
 ET0654* NAVD 88     -       715.970  (meters)    2348.98   (feet)  POSTED    
 ET0654  ___________________________________________________________________
 ET0654  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 ET0654  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0654  DYNAMIC HT  -         715.140 (meters)    2346.26  (feet)  COMP
 ET0654  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 ET0654
 ET0654  HORZ ORDER  -  SECOND
 ET0654  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0654
 ET0654.The horizontal coordinates were established by classical geodetic methods
 ET0654.and adjusted by the National Geodetic Survey in August 1993..
 ET0654
 ET0654.The orthometric height was determined by differential leveling
 ET0654.and adjusted by the National Geodetic Survey in November 2005..
 ET0654.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0654.rate of 2.1 thru 3.0 mm/km.
 ET0654
 ET0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0654
 ET0654.The geoid height was determined by GEOID03.
 ET0654
 ET0654.The dynamic height is computed by dividing the NAVD 88
 ET0654.geopotential number by the normal gravity value computed on the
 ET0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0654.degrees latitude (g = 980.6199 gals.).
 ET0654
 ET0654.The modeled gravity was interpolated from observed gravity values.
 ET0654
 ET0654;                    North         East     Units Scale Factor Converg.
 ET0654;SPC AZ W     -   386,827.473   215,081.295   MT  0.99993337   +0 00 38.2
 ET0654;SPC AZ W     - 1,269,119.01    705,647.29   iFT  0.99993337   +0 00 38.2
 ET0654;UTM  12      - 3,819,686.757   249,192.192   MT  1.00037543   -1 32 50.5
 ET0654
 ET0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0654!SPC AZ W     -   0.99989229  x   0.99993337  =   0.99982567
 ET0654!UTM  12      -   0.99989229  x   1.00037543  =   1.00026768
 ET0654
 ET0654|---------------------------------------------------------------------|
 ET0654| PID    Reference Object                     Distance      Geod. Az  |
 ET0654|                                                           dddmmss.s |
 ET0654| ET0655 GUARD RM 1                            6.370 METERS 04603     |
 ET0654| ET0658 GUARD AZ MK                                        1394240.1 |
 ET0654| CH2400 GUARD RM 3                           21.403 METERS 31528     |
 ET0654| ET0656 GUARD RM 2                            6.968 METERS 32319     |
 ET0654|---------------------------------------------------------------------|
 ET0654
 ET0654                          SUPERSEDED SURVEY CONTROL
 ET0654
 ET0654  NAD 83(1986)-  34 29 17.89325(N)    113 43 52.54082(W) AD(       ) 2
 ET0654  NAD 27      -  34 29 17.83800(N)    113 43 49.76800(W) AD(       ) 2
 ET0654  NGVD 29 (??/??/92)  715.250  (m)         2346.62   (f) ADJ UNCH    1 2
 ET0654
 ET0654.Superseded values are not recommended for survey control.
 ET0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0654.See file dsdata.txt to determine how the superseded data were derived.
 ET0654
 ET0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4919219687(NAD 83)
 ET0654_MARKER: DS = TRIANGULATION STATION DISK
 ET0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0654_STAMPING: GUARD 1948
 ET0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0654+STABILITY: SURFACE MOTION
 ET0654
 ET0654  HISTORY     - Date     Condition        Report By
 ET0654  HISTORY     - 1948     MONUMENTED       CGS
 ET0654  HISTORY     - 1950     GOOD             NGS
 ET0654  HISTORY     - 1972     POOR             AZHD
 ET0654  HISTORY     - 1973     SEE DESCRIPTION  NGS
 ET0654  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0654
 ET0654                          STATION DESCRIPTION
 ET0654
 ET0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET0654'THE STATION IS ON A LOW RIDGE ON THE E. SIDE OF THE YUCCA-ALAMO
 ET0654'CROSSING ROAD, ABOUT 5 MILES, AIRLINE, N.W. OF SIGNAL, 17
 ET0654'MILES, AIRLINE, N.W. OF ALAMO CROSSING, 0.05 MILE N. OF
 ET0654'USC AND GS BENCH MARK NO. Q-11 1927, AND 38 MILES S.E. BY
 ET0654'ROAD FROM YUCCA.
 ET0654'
 ET0654'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 IN
 ET0654'CYLINDRICAL CONCRETE POST WHICH PROJECTS 3 INCH ABOVE THE
 ET0654'SURFACE OF THE GROUND.  IT IS 21 FEET E. OF THE CENTERLINE OF
 ET0654'THE ROAD, 85 FEET S.E. OF THE E. SIDE OF A CATTLE GUARD
 ET0654'AND IS STAMPED GUARD 1948.  THERE IS A WHITE WITNESS POST
 ET0654'6 FEET E. BY S. OF THE MARK.
 ET0654'
 ET0654'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 ET0654'CYLINDRICAL CONCRETE POST WHICH IS 8 IN IN DIAMETER
 ET0654'AND PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND, IS
 ET0654'2-1/2 FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS
 ET0654'STAMPED GUARD NO 1 1948.
 ET0654'
 ET0654'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 ET0654'CYLINDRICAL CONCRETE POST WHICH IS 10 IN IN DIAMETER AND
 ET0654'PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND, IS
 ET0654'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK AND IS
 ET0654'STAMPED GUARD NO 2 1948.
 ET0654'
 ET0654'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 ET0654'CONCRETE POST WHICH IS 10 IN IN DIAMETER AND FLUSH WITH
 ET0654'THE SURFACE OF THE GROUND, IS 25 FEET W. OF THE YUCCA-ALAMO
 ET0654'CROSSING ROAD AND IS STAMPED GUARD 1948.
 ET0654'
 ET0654'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA
 ET0654'GO SOUTHERLY ON THE YUCCA-ALAMO CROSSING ROAD FOR 2.7 MILES
 ET0654'TO FORKS AND SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AND GO 9.7
 ET0654'MILES TO FORKS AND SIGN PLANET ROAD 31 MILES TO CROSSING AND
 ET0654'WATER.  KEEP THE LEFT FORK FOR 7.2 MILES TO A FORK AND SIGN
 ET0654'ON THE LEFT S RANCH 5 MILES.  TAKE THE RIGHT FORK MAIN TRAVELED
 ET0654'ROAD AND GO 5.6 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO
 ET0654'3.9 MILES TO A CATTLE GUARD AND THE STATION ON THE LEFT.
 ET0654
 ET0654                          STATION RECOVERY (1950)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ET0654'37.9 MI SE FROM YUCCA.
 ET0654'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0654'AT YUCCA, 80.7 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 24
 ET0654'FEET EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF A DIRT ROAD
 ET0654'LEADING WEST, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.3
 ET0654'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 ET0654'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0654
 ET0654                          STATION RECOVERY (1972)
 ET0654
 ET0654'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0654'GENERAL LOCATION 17 MILES SSW OF WIKIEUP
 ET0654'
 ET0654'TO REACH FROM WIKIEUP POST OFFICE SOUTH ON HWY 93 9.2
 ET0654'MILES TURN RT. ON SIGNAL ROAD STAY ON MAIN ROAD FOR 19
 ET0654'MILES (CROSSING BIG SANDY RIVER 3 TIMES) TAKE RIGHT FORK FOR
 ET0654'1.5 MILES TO AZIMUTH MARK ON LEFT PROCEED 0.2 MILES TO STATION
 ET0654'ON RIGHT
 ET0654'
 ET0654'STATION MARK STANDARD USC AND GS BRASS DISK
 ET0654'
 ET0654'REFERENCE MARKS IN AND IN GOOD CONDITION BUT IN DANGER OF
 ET0654'BEING BLADED OUT ROAD HAS BEEN WIDENED AND GRADER HAS ALREADY
 ET0654'SCRAPED STATION MARK AND R.M. 2
 ET0654'
 ET0654'AZIMUTH MARK DESCRIBED ABOVE AND IN GOOD CONDITION
 ET0654
 ET0654                          STATION RECOVERY (1973)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 ET0654'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ET0654'MARK WERE RECOVERED.  THE STATION MARK HAD BEEN DISTURBED
 ET0654'BY ROAD MACHINERY AND WAS REMOVED FROM THE GROUND AND RESET OVER
 ET0654'THE UNDERGROUND STATION.  THE ANGLES TO REFERENCE MARKS 1 AND
 ET0654'2 CHECK ABOUT 2 MINUTES WHILE THE DISTANCE TO THE MARKS REMAIN
 ET0654'THE SAME.  A 1 DEGREE ERROR WAS FOUND IN THE AZIMUTH MARK, THE
 ET0654'ROCKVILLE OFFICE CHECKED THE FIELD RECORDS AND CONFIRMED THE
 ET0654'ERROR.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 ET0654'
 ET0654'THE STATION MARK IS A STANDARD DISK STAMPED, GUARD 1948 1973.
 ET0654'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 ET0654'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 21 FEET EAST
 ET0654'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST OF A WOODEN
 ET0654'WITNESS POST AND AND 2 FEET EAST OF AN ARIZONA HIGHWAY DEPARTMENT
 ET0654'WITNESS POST.
 ET0654'
 ET0654'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED.
 ET0654'
 ET0654'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, GO SOUTH
 ET0654'ALONG U.S. HIGHWAY 93 FOR 9.2 MILES TO SIGNAL ROAD ON THE
 ET0654'RIGHT.  TURN RIGHT AND FOLLOW THE WINDING GRADED ROAD FOR
 ET0654'10.9 MILES FORDING BIG SANDY RIVER 3 TIMES, CONTINUE AHEAD
 ET0654'ON GRADED ROAD FOR 3.7 MILES TO A FORK.  TAKE THE LEFT FORK FOR
 ET0654'1.2 MILES TO A POWER LINE CROSSING, CONTINUE AHEAD FOR 1.9
 ET0654'MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1 MILE TO A GRADED
 ET0654'NORTH-SOUTH CROSSROAD.  TURN RIGHT PER SIGN YACCA 42 MILES AND
 ET0654'GO NORTH FOR 1.7 MILES TO THE STATION ON THE RIGHT AT A CATTLE
 ET0654'GUARD.
 ET0654'
 ET0654'NOTE.  THE 1948 ROUTE TO THE STATION WAS NOT CHECKED.
 ET0654'
 ET0654'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0654'
 ET0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 ET0654'NORTHWEST OF SIGNAL
 ET0654
 ET0654                          STATION RECOVERY (1981)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0654'NOT RECOVERED, ROAD IN DESCRIBED AREA, MARK BELIEVED DESTROYED BY ROAD
 ET0654'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1193 ***********************************************************************
 CY1193  DESIGNATION -  GUARD
 CY1193  PID         -  CY1193
 CY1193  STATE/COUNTY-  AZ/COCHISE
 CY1193  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1193
 CY1193                         *CURRENT SURVEY CONTROL
 CY1193  ___________________________________________________________________
 CY1193* NAD 83(1992)-  32 11 44.32726(N)    109 57 36.34457(W)     ADJUSTED  
 CY1193* NAVD 88     -      1296.3    (meters)    4253.     (feet)  VERTCON   
 CY1193  ___________________________________________________________________
 CY1193  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CY1193  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1193
 CY1193  HORZ ORDER  -  FIRST
 CY1193
 CY1193.The horizontal coordinates were established by classical geodetic methods
 CY1193.and adjusted by the National Geodetic Survey in August 1993..
 CY1193
 CY1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1193
 CY1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1193
 CY1193.The geoid height was determined by GEOID03.
 CY1193
 CY1193;                    North         East     Units Scale Factor Converg.
 CY1193;SPC AZ E     -   132,578.507   232,836.047   MT  0.99990468   +0 06 36.2
 CY1193;SPC AZ E     -   434,968.85    763,897.79   iFT  0.99990468   +0 06 36.2
 CY1193;UTM  12      - 3,562,595.930   598,017.716   MT  0.99971848   +0 33 14.8
 CY1193
 CY1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1193!SPC AZ E     -   0.99980078  x   0.99990468  =   0.99970548
 CY1193!UTM  12      -   0.99980078  x   0.99971848  =   0.99951931
 CY1193
 CY1193|---------------------------------------------------------------------|
 CY1193| PID    Reference Object                     Distance      Geod. Az  |
 CY1193|                                                           dddmmss.s |
 CY1193| CC6625 GUARD RM 1                           14.434 METERS 03722     |
 CY1193| CC6624 GUARD AZ MK                                        1281450.5 |
 CY1193| CY0470 STEELE                              APPROX. 2.3 KM 1544057.0 |
 CY1193| CC6626 GUARD RM 2                           19.812 METERS 28550     |
 CY1193|---------------------------------------------------------------------|
 CY1193
 CY1193                          SUPERSEDED SURVEY CONTROL
 CY1193
 CY1193  NAD 83(1986)-  32 11 44.32068(N)    109 57 36.34207(W) AD(       ) 1
 CY1193  NAD 27      -  32 11 44.04800(N)    109 57 34.09200(W) AD(       ) 1
 CY1193  NGVD 29 (07/19/86) 1295.5    (m)         4250.     (f) VERT ANG       
 CY1193
 CY1193.Superseded values are not recommended for survey control.
 CY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1193.See file dsdata.txt to determine how the superseded data were derived.
 CY1193
 CY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9801862596(NAD 83)
 CY1193_MARKER: DS = TRIANGULATION STATION DISK
 CY1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1193
 CY1193  HISTORY     - Date     Condition        Report By
 CY1193  HISTORY     - 1945     MONUMENTED       CGS
 CY1193  HISTORY     - 1946     GOOD             CGS
 CY1193  HISTORY     - 1960     GOOD             CGS
 CY1193
 CY1193                          STATION DESCRIPTION
 CY1193
 CY1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1193'STATION IS LOCATED ABOUT 8 MILES SW OF WILLCOX AND ABOUT 6
 CY1193'MILES NNW OF COCHISE.  IT IS ON LOW FLAT COUNTRY ABOUT 1-1/4
 CY1193'MILES N OF STATE HIGHWAY 86.
 CY1193'
 CY1193'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1193'GO SW ON STATE HIGHWAY 86 FOR 8.5 MILES TO THE JUNCTION OF
 CY1193'U.S. HIGHWAY 666 AND STATE HIGHWAY 86, CONTINUE AHEAD ON
 CY1193'STATE HIGHWAY 86 FOR 0.4 MILE TO A ROAD TO THE RIGHT.  TURN
 CY1193'RIGHT THROUGH THE CATTLE GUARD AND CONTINUE AHEAD FOR 0.35
 CY1193'MILE TO A RANCH YARD, BEAR RIGHT AROUND THE HOUSE FOR 0.05
 CY1193'MILE TO A CATTLE GUARD, CONTINUE AHEAD FOR 1.25 MILES TO
 CY1193'ANOTHER CATTLE GUARD, PASS THROUGH THE GUARD AND TURN SHARP
 CY1193'RIGHT ALONG THE FENCE FOR 0.15 MILE TO THE STATION.
 CY1193'
 CY1193'STATION MARK IS A BRONZE STATION DISK SET IN AN 8 INCH SQUARE
 CY1193'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED GUARD
 CY1193'1945.  IT IS 0.15 MILE E OF THE ROAD, 112 FEET N OF THE FENCE,
 CY1193'AND 22.4 FEET SSE OF A WITNESS POST.  UNDERGROUND MARK IS A
 CY1193'BRONZE STATION DISK SET IN CONCRETE.
 CY1193'
 CY1193'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 8 INCH
 CY1193'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED
 CY1193'GUARD NO 1 1945.  IT IS NE OF THE STATION AND ABOUT LEVEL
 CY1193'WITH IT.
 CY1193'
 CY1193'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN 8 INCH
 CY1193'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED
 CY1193'GUARD NO 2 1945.  IT IS WNW OF THE STATION AND ABOUT LEVEL
 CY1193'WITH IT.
 CY1193'
 CY1193'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1193'ELEV. 4190.78 STA 1407+85.96 1941.  IT IS SET IN THE W END
 CY1193'OF THE S SIDE OF A CONCRETE BRIDGE ON STATE HIGHWAY 86 AND
 CY1193'IS ABOUT 1-1/4 MILES SE OF THE STATION.  IT IS REACHED ON
 CY1193'THE WAY TO THE STATION AND IS 0.4 MILE NE OF THE JUNCTION
 CY1193'OF U.S. HIGHWAY 666 AND STATE HIGHWAY 86.  ON THE WAY TO THE
 CY1193'STATION IT IS LOCATED ON THE FOURTH CONCRETE BRIDGE BEFORE
 CY1193'COMING TO THE JUNCTION.
 CY1193
 CY1193                          STATION RECOVERY (1946)
 CY1193
 CY1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1193'1945 DESCR. ADEQUATE.  ALL MARKS GOOD.
 CY1193
 CY1193                          STATION RECOVERY (1960)
 CY1193
 CY1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1193'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CY1193'NO. 2 WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 CY1193'SEARCHED FOR BUT NOT RECOVERED, IT MAY HAVE BEEN DESTROYED
 CY1193'BY ROAD CONSTRUCTION.
 CY1193'
 CY1193'TRIANGULATION STATION STEELE MAY BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG1152 ***********************************************************************
 CG1152  DESIGNATION -  GUARD
 CG1152  PID         -  CG1152
 CG1152  STATE/COUNTY-  AZ/PIMA
 CG1152  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1152
 CG1152                         *CURRENT SURVEY CONTROL
 CG1152  ___________________________________________________________________
 CG1152* NAD 83(1992)-  31 57 46.24994(N)    110 45 09.48425(W)     ADJUSTED  
 CG1152* NAVD 88     -      1046.6    (meters)    3434.     (feet)  VERTCON   
 CG1152  ___________________________________________________________________
 CG1152  X           -  -1,919,464.143 (meters)                     COMP
 CG1152  Y           -  -5,065,635.955 (meters)                     COMP
 CG1152  Z           -   3,357,475.641 (meters)                     COMP
 CG1152  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 CG1152  ELLIP HEIGHT-        1017.54  (meters)          (06/11/02) GPS OBS
 CG1152  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CG1152
 CG1152  HORZ ORDER  -  FIRST
 CG1152  ELLP ORDER  -  FOURTH    CLASS II
 CG1152
 CG1152.The horizontal coordinates were established by GPS observations
 CG1152.and adjusted by the National Geodetic Survey in August 1993..
 CG1152
 CG1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1152
 CG1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1152
 CG1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1152
 CG1152.The ellipsoidal height was determined by GPS observations
 CG1152.and is referenced to NAD 83.
 CG1152
 CG1152.The geoid height was determined by GEOID03.
 CG1152
 CG1152;                    North         East     Units Scale Factor Converg.
 CG1152;SPC AZ C     -   107,339.414   323,389.735   MT  1.00004926   +0 36 58.6
 CG1152;SPC AZ C     -   352,163.43  1,060,989.94   iFT  1.00004926   +0 36 58.6
 CG1152;UTM  12      - 3,536,344.309   523,374.441   MT  0.99960674   +0 07 51.4
 CG1152
 CG1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1152!SPC AZ C     -   0.99984025  x   1.00004926  =   0.99988951
 CG1152!UTM  12      -   0.99984025  x   0.99960674  =   0.99944706
 CG1152
 CG1152|---------------------------------------------------------------------|
 CG1152| PID    Reference Object                     Distance      Geod. Az  |
 CG1152|                                                           dddmmss.s |
 CG1152| AH4881 GUARD RM 1                           15.363 METERS 10459     |
 CG1152| AH4882 GUARD RM 2                           15.443 METERS 19222     |
 CG1152|---------------------------------------------------------------------|
 CG1152
 CG1152                          SUPERSEDED SURVEY CONTROL
 CG1152
 CG1152  ELLIP H (08/23/93) 1017.61   (m)                       GP(       ) 4 2
 CG1152  NAD 83(1986)-  31 57 46.24494(N)    110 45 09.48309(W) AD(       ) 1
 CG1152  NGVD 29 (05/25/90) 1045.8    (m)         3431.     (f) GPS OBS        
 CG1152
 CG1152.Superseded values are not recommended for survey control.
 CG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1152.See file dsdata.txt to determine how the superseded data were derived.
 CG1152
 CG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2337436344(NAD 83)
 CG1152_MARKER: DS = TRIANGULATION STATION DISK
 CG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1152_PROJECTION: FLUSH
 CG1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1152+STABILITY: SURFACE MOTION
 CG1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1152+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CG1152
 CG1152  HISTORY     - Date     Condition        Report By
 CG1152  HISTORY     - 1987     MONUMENTED       AZDT
 CG1152
 CG1152                          STATION DESCRIPTION
 CG1152
 CG1152'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1152'THE STATION IS LOCATED 12 MILES EAST OF SAHUARITA, 5 MILES SOUTHWEST
 CG1152'OF VAIL ALONG THE NORTH SIDE OF SAHUARITA ROAD.
 CG1152'THE STATION MARK IS AN AZDT DISK STAMPED---GUARD 1987---.  IT IS SET
 CG1152'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  98
 CG1152'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 40 FEET
 CG1152'SOUTH OF THE CENTER OF SAHUARITA ROAD AND 4 FEET NORTH OF THE WITNESS
 CG1152'POST AND SIGN.
 CG1152'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GUARD RM 1 1987---.  IT IS
 CG1152'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1152'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GUARD RM 2 1987---.  IT IS
 CG1152'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1152'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND HOUGHTON ROAD
 CG1152'TRAFFIC INTERCHANGE 11 MILES EAST OF TUCSON.  TRAVEL SOUTH ALONG
 CG1152'HOUGHTON ROAD FOR 6.7 MILES TO SAHUARITA ROAD.  TURN LEFT AND TRAVEL
 CG1152'EAST ALONG SAHUARITA ROAD FOR 1.15 MILES TO A CATTLE GUARD AND THE
 CG1152'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0658 ***********************************************************************
 ET0658  DESIGNATION -  GUARD AZ MK
 ET0658  PID         -  ET0658
 ET0658  STATE/COUNTY-  AZ/MOHAVE
 ET0658  USGS QUAD   -  SIGNAL (1990)
 ET0658
 ET0658                         *CURRENT SURVEY CONTROL
 ET0658  ___________________________________________________________________
 ET0658* NAD 83(1986)-  34 29 09.     (N)    113 43 45.     (W)     SCALED    
 ET0658* NAVD 88     -       705.641  (meters)    2315.09   (feet)  ADJUSTED  
 ET0658  ___________________________________________________________________
 ET0658  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET0658  DYNAMIC HT  -         704.820 (meters)    2312.40  (feet)  COMP
 ET0658  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 ET0658
 ET0658  VERT ORDER  -  FIRST     CLASS II
 ET0658
 ET0658.The horizontal coordinates were scaled from a topographic map and have
 ET0658.an estimated accuracy of +/- 6 seconds.
 ET0658
 ET0658.The orthometric height was determined by differential leveling
 ET0658.and adjusted by the National Geodetic Survey in June 1991..
 ET0658
 ET0658.The geoid height was determined by GEOID03.
 ET0658
 ET0658.The dynamic height is computed by dividing the NAVD 88
 ET0658.geopotential number by the normal gravity value computed on the
 ET0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0658.degrees latitude (g = 980.6199 gals.).
 ET0658
 ET0658.The modeled gravity was interpolated from observed gravity values.
 ET0658
 ET0658;                    North         East    Units  Estimated Accuracy
 ET0658;SPC AZ W     -   386,550.      215,270.      MT  (+/- 180 meters Scaled)
 ET0658
 ET0658                          SUPERSEDED SURVEY CONTROL
 ET0658
 ET0658  NGVD 29 (??/??/92)  704.923  (m)         2312.73   (f) ADJ UNCH    1 2
 ET0658
 ET0658.Superseded values are not recommended for survey control.
 ET0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0658.See file dsdata.txt to determine how the superseded data were derived.
 ET0658
 ET0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD493194(NAD 83)
 ET0658_MARKER: DZ = AZIMUTH MARK DISK
 ET0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0658_STAMPING: GUARD 1948
 ET0658_MARK LOGO: CGS   
 ET0658_PROJECTION: RECESSED 15 CENTIMETERS
 ET0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0658+STABILITY: SURFACE MOTION
 ET0658
 ET0658  HISTORY     - Date     Condition        Report By
 ET0658  HISTORY     - 1948     MONUMENTED       CGS
 ET0658  HISTORY     - 1950     GOOD             NGS
 ET0658  HISTORY     - 1981     GOOD             NGS
 ET0658  HISTORY     - 19870311 MARK NOT FOUND   USGS
 ET0658
 ET0658                          STATION DESCRIPTION
 ET0658
 ET0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0658'38.1 MI SE FROM YUCCA.
 ET0658'38.1 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0658'AT YUCCA, 0.25 MILE SOUTHEAST OF A CATTLE GUARD AND THE JUNCTION OF A
 ET0658'DIRT ROAD LEADING WEST, 0.25 MILE SOUTHEAST OF TRIANGULATION STATION
 ET0658'GUARD, 26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 ET0658'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 ET0658'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0658
 ET0658                          STATION RECOVERY (1981)
 ET0658
 ET0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0658'60.4 KM (37.55 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0658'INTERSTATE HIGHWAY 40 IN YUCCA, 0.4 KM (0.25 MI) SOUTHEAST OF A CATTLE
 ET0658'GUARD AND THE JUNCTION OF A DIRT ROAD LEADING WEST TO MISERY WELL, SET
 ET0658'IN THE SOUTHWEST EDGE OF THE SOUTHWEST BERM, 7.6 METERS (25.0 FT)
 ET0658'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.0 METERS (3.1 FT) NORTHWEST
 ET0658'OF A WOODEN WITNESS POST.
 ET0658'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ET0658'THE MARK IS 0.2 M BELOW THE ROAD.
 ET0658
 ET0658                          STATION RECOVERY (1987)
 ET0658
 ET0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0655 ***********************************************************************
 ET0655  DESIGNATION -  GUARD RM 1
 ET0655  PID         -  ET0655
 ET0655  STATE/COUNTY-  AZ/MOHAVE
 ET0655  USGS QUAD   -  SIGNAL (1990)
 ET0655
 ET0655                         *CURRENT SURVEY CONTROL
 ET0655  ___________________________________________________________________
 ET0655* NAD 83(1986)-  34 29 18.     (N)    113 43 53.     (W)     SCALED    
 ET0655* NAVD 88     -       715.192  (meters)    2346.43   (feet)  ADJUSTED  
 ET0655  ___________________________________________________________________
 ET0655  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0655  DYNAMIC HT  -         714.359 (meters)    2343.69  (feet)  COMP
 ET0655  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 ET0655
 ET0655  VERT ORDER  -  FIRST     CLASS II
 ET0655
 ET0655.The horizontal coordinates were scaled from a topographic map and have
 ET0655.an estimated accuracy of +/- 6 seconds.
 ET0655
 ET0655.The orthometric height was determined by differential leveling
 ET0655.and adjusted by the National Geodetic Survey in June 1991..
 ET0655
 ET0655.The geoid height was determined by GEOID03.
 ET0655
 ET0655.The dynamic height is computed by dividing the NAVD 88
 ET0655.geopotential number by the normal gravity value computed on the
 ET0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0655.degrees latitude (g = 980.6199 gals.).
 ET0655
 ET0655.The modeled gravity was interpolated from observed gravity values.
 ET0655
 ET0655;                    North         East    Units  Estimated Accuracy
 ET0655;SPC AZ W     -   386,830.      215,070.      MT  (+/- 180 meters Scaled)
 ET0655
 ET0655                          SUPERSEDED SURVEY CONTROL
 ET0655
 ET0655  NGVD 29 (??/??/92)  714.472  (m)         2344.06   (f) ADJ UNCH    1 2
 ET0655
 ET0655.Superseded values are not recommended for survey control.
 ET0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0655.See file dsdata.txt to determine how the superseded data were derived.
 ET0655
 ET0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD491196(NAD 83)
 ET0655_MARKER: DR = REFERENCE MARK DISK
 ET0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0655_STAMPING: GUARD NO 1 1948
 ET0655_MARK LOGO: CGS   
 ET0655_PROJECTION: PROJECTING 3 CENTIMETERS
 ET0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0655+STABILITY: SURFACE MOTION
 ET0655
 ET0655  HISTORY     - Date     Condition        Report By
 ET0655  HISTORY     - 1948     MONUMENTED       CGS
 ET0655  HISTORY     - 1950     GOOD             NGS
 ET0655  HISTORY     - 1981     GOOD             NGS
 ET0655
 ET0655                          STATION DESCRIPTION
 ET0655
 ET0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0655'37.9 MI SE FROM YUCCA.
 ET0655'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0655'AT YUCCA, 84.0 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 40
 ET0655'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20.9 FEET NORTHEAST
 ET0655'OF TRIANGULATION STATION GUARD, 17.8 FEET NORTHEAST OF A WITNESS POST,
 ET0655'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ET0655'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ET0655
 ET0655                          STATION RECOVERY (1981)
 ET0655
 ET0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0655'60.0 KM (37.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0655'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE -T- JUNCTION OF A DIRT ROAD
 ET0655'LEADING WEST TO MISERY WELL, 8.2 METERS (27.0 FT) NORTHEAST OF THE
 ET0655'CENTERLINE OF THE ROAD, 20.4 METERS (67.0 FT) SOUTHEAST OF THE EAST
 ET0655'CORNER OF A CATTLE GUARD, 11.8 METERS (38.7 FT) SOUTH OF A EAST-WEST
 ET0655'BARBED WIRE FENCE, 1.4 METERS (4.5 FT) NORTH OF THE EXTENDED
 ET0655'CENTERLINE OF THE DIRT ROAD.
 ET0655'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ET0655'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ET0656 ***********************************************************************
 ET0656  DESIGNATION -  GUARD RM 2
 ET0656  PID         -  ET0656
 ET0656  STATE/COUNTY-  AZ/MOHAVE
 ET0656  USGS QUAD   -  SIGNAL (1990)
 ET0656
 ET0656                         *CURRENT SURVEY CONTROL
 ET0656  ___________________________________________________________________
 ET0656* NAD 83(1986)-  34 29 17.     (N)    113 43 52.     (W)     SCALED    
 ET0656* NAVD 88     -       716.103  (meters)    2349.41   (feet)  POSTED    
 ET0656  ___________________________________________________________________
 ET0656  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0656  DYNAMIC HT  -         715.270 (meters)    2346.68  (feet)  COMP
 ET0656  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 ET0656
 ET0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0656
 ET0656.The horizontal coordinates were scaled from a topographic map and have
 ET0656.an estimated accuracy of +/- 6 seconds.
 ET0656
 ET0656.The orthometric height was determined by differential leveling
 ET0656.and adjusted by the National Geodetic Survey in November 2005..
 ET0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0656.rate of 0.0 thru 1.0 mm/km.
 ET0656
 ET0656.The geoid height was determined by GEOID03.
 ET0656
 ET0656.The dynamic height is computed by dividing the NAVD 88
 ET0656.geopotential number by the normal gravity value computed on the
 ET0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0656.degrees latitude (g = 980.6199 gals.).
 ET0656
 ET0656.The modeled gravity was interpolated from observed gravity values.
 ET0656
 ET0656;                    North         East    Units  Estimated Accuracy
 ET0656;SPC AZ W     -   386,800.      215,100.      MT  (+/- 180 meters Scaled)
 ET0656
 ET0656                          SUPERSEDED SURVEY CONTROL
 ET0656
 ET0656  NGVD 29 (??/??/92)  715.382  (m)         2347.05   (f) ADJ UNCH    1 2
 ET0656
 ET0656.Superseded values are not recommended for survey control.
 ET0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0656.See file dsdata.txt to determine how the superseded data were derived.
 ET0656
 ET0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD492196(NAD 83)
 ET0656_MARKER: DR = REFERENCE MARK DISK
 ET0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0656_STAMPING: GUARD NO 2 1948
 ET0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0656+STABILITY: SURFACE MOTION
 ET0656
 ET0656  HISTORY     - Date     Condition        Report By
 ET0656  HISTORY     - 1948     MONUMENTED       CGS
 ET0656  HISTORY     - 1950     GOOD             NGS
 ET0656  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0656
 ET0656                          STATION DESCRIPTION
 ET0656
 ET0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0656'37.9 MI SE FROM YUCCA.
 ET0656'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0656'AT YUCCA, 58.2 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD,
 ET0656'26.5 FEET NORTHWEST OF A WITNESS POST, 22.9 FEET NORTHWEST OF
 ET0656'TRIANGULATION STATION GUARD, 21 FEET NORTHEAST OF THE APPROXIMATE
 ET0656'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST, ABOUT 1 FOOT LOWER
 ET0656'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ET0656'GROUND.
 ET0656
 ET0656                          STATION RECOVERY (1981)
 ET0656
 ET0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0656'NOT RECOVERED, ROAD IN DESCRIBED AREA, MARK BELIEVED DESTROYED BY ROAD
 ET0656'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CZ1799 ***********************************************************************
 CZ1799  DESIGNATION -  GUILLA
 CZ1799  PID         -  CZ1799
 CZ1799  STATE/COUNTY-  AZ/COCHISE
 CZ1799  USGS QUAD   -  HAPPY VALLEY (1973)
 CZ1799
 CZ1799                         *CURRENT SURVEY CONTROL
 CZ1799  ___________________________________________________________________
 CZ1799* NAD 83(1992)-  32 14 32.05334(N)    110 25 27.13787(W)     ADJUSTED  
 CZ1799* NAVD 88     -      1375.0    (meters)    4511.     (feet)  VERTCON   
 CZ1799  ___________________________________________________________________
 CZ1799  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CZ1799  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CZ1799
 CZ1799  HORZ ORDER  -  FIRST
 CZ1799
 CZ1799.The horizontal coordinates were established by classical geodetic methods
 CZ1799.and adjusted by the National Geodetic Survey in August 1993..
 CZ1799
 CZ1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1799
 CZ1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1799
 CZ1799.The geoid height was determined by GEOID03.
 CZ1799
 CZ1799;                    North         East     Units Scale Factor Converg.
 CZ1799;SPC AZ E     -   137,754.842   189,090.987   MT  0.99990726   -0 08 14.6
 CZ1799;SPC AZ E     -   451,951.58    620,377.25   iFT  0.99990726   -0 08 14.6
 CZ1799;SPC AZ C     -   138,703.159   354,008.200   MT  1.00014388   +0 47 46.9
 CZ1799;SPC AZ C     -   455,062.86  1,161,444.23   iFT  1.00014388   +0 47 46.9
 CZ1799;UTM  12      - 3,567,431.770   554,243.840   MT  0.99963628   +0 18 25.9
 CZ1799
 CZ1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1799!SPC AZ E     -   0.99978851  x   0.99990726  =   0.99969579
 CZ1799!SPC AZ C     -   0.99978851  x   1.00014388  =   0.99993236
 CZ1799!UTM  12      -   0.99978851  x   0.99963628  =   0.99942487
 CZ1799
 CZ1799:                Primary Azimuth Mark                     Grid Az
 CZ1799:SPC AZ E     -  GUILLA AZ MK                             018 16 36.0
 CZ1799:SPC AZ C     -  GUILLA AZ MK                             017 20 34.5
 CZ1799:UTM  12      -  GUILLA AZ MK                             017 49 55.5
 CZ1799
 CZ1799|---------------------------------------------------------------------|
 CZ1799| PID    Reference Object                     Distance      Geod. Az  |
 CZ1799|                                                           dddmmss.s |
 CZ1799| CC6627 GUILLA AZ MK                                       0180821.4 |
 CZ1799| CC6628 GUILLA RM 1                           5.038 METERS 25222     |
 CZ1799| CC6629 GUILLA RM 2                           9.059 METERS 31204     |
 CZ1799|---------------------------------------------------------------------|
 CZ1799
 CZ1799                          SUPERSEDED SURVEY CONTROL
 CZ1799
 CZ1799  NAD 83(1986)-  32 14 32.04917(N)    110 25 27.13423(W) AD(       ) 1
 CZ1799  NAD 27      -  32 14 31.78400(N)    110 25 24.85400(W) AD(       ) 1
 CZ1799  NGVD 29 (07/19/86) 1374.2    (m)         4509.     (f) VERT ANG       
 CZ1799
 CZ1799.Superseded values are not recommended for survey control.
 CZ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1799.See file dsdata.txt to determine how the superseded data were derived.
 CZ1799
 CZ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5424467432(NAD 83)
 CZ1799_MARKER: DS = TRIANGULATION STATION DISK
 CZ1799_SETTING: 0 = UNSPECIFIED SETTING
 CZ1799
 CZ1799  HISTORY     - Date     Condition        Report By
 CZ1799  HISTORY     - 1947     MONUMENTED       CGS
 CZ1799
 CZ1799                          STATION DESCRIPTION
 CZ1799
 CZ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1799'THE STATION IS LOCATED ABOUT 13.5 MILES AIRLINE SOUTH-SOUTHEAST
 CZ1799'OF REDINGTON, ABOUT 5.5 MILES AIRLINE WEST OF THE SAN PEDRO
 CZ1799'RIVER AND 0.5 MILE EAST-NORTHEAST OF THE L.E. ALLEN RANCH HOUSE
 CZ1799'ON A SMALL ROCKY PEAK.  THE STATION MARK IS A BRONZE DISK SET
 CZ1799'FLUSH 20 FEET EAST OF A WHITE WITNESS POST AND HIGHEST POINT OF
 CZ1799'PEAK.  IT IS STAMPED, GUILLA 1946.
 CZ1799'
 CZ1799'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 18 INCHES,
 CZ1799'IS 3 FEET HIGHER THAN THE STATION MARK, SET 2 FEET SOUTH OF A
 CZ1799'WHITE WITNESS POST.  IT IS STAMPED, GUILLA NO 1 1946.
 CZ1799'
 CZ1799'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 10 INCHES,
 CZ1799'IS SAME ELEVATION AS THE STATION MARK AND IS STAMPED, GUILLA
 CZ1799'NO 2 1946.
 CZ1799'
 CZ1799'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 18 INCHES SET
 CZ1799'15 FEET EAST OF ROAD WHERE IT CROSSES RIDGE AND 2 FEET WEST
 CZ1799'OF A WHITE WITNESS POST.  IT IS STAMPED, GUILLA 1946.
 CZ1799'
 CZ1799'TO REACH THE STATION FROM THE POST OFFICE IN POMERENE.  GO
 CZ1799'WEST 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 17.2 MILES
 CZ1799'TO THE WILLCOX ROAD TO RIGHT.  CONTINUE STRAIGHT AHEAD 7.95
 CZ1799'MILES TO A ROAD LEFT AT THE L.E. ALLEN MAIL BOX.  TURN LEFT,
 CZ1799'GO 0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE, GO 0.15
 CZ1799'MILE TO RIVER.  CROSS RIVER, GO 0.2 MILE TO A FORK.  TURN LEFT,
 CZ1799'GO 0.75 MILE TO A FENCE CORNER.  TURN RIGHT, GO 0.15 MILE TO
 CZ1799'A WIRE GATE.  PASS THROUGH GATE, GO 0.15 MILE TO A FORK IN
 CZ1799'BOTTOM OF WASH.  TURN RIGHT, GO 0.15 MILE TO A WIRE GATE.
 CZ1799'PASS THROUGH GATE, GO 3.45 MILE TO A WOODEN GATE.  PASS
 CZ1799'THROUGH GATE, GO 0.6 MILE TO TOP OF RIDGE AND AZIMUTH
 CZ1799'MARK ON LEFT.  CONTINUE ON ROAD 0.5 MILE TO WHERE ROAD
 CZ1799'CROSSES RIDGE.  TURN LEFT OFF ROAD, GO SOUTHERLY UP RIDGE
 CZ1799'0.2 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHERLY TO TOP OF
 CZ1799'PEAK AND STATION.  A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0353 ***********************************************************************
 CF0353  DESIGNATION -  GULCH
 CF0353  PID         -  CF0353
 CF0353  STATE/COUNTY-  AZ/COCHISE
 CF0353  USGS QUAD   -  BISBEE NE (1976)
 CF0353
 CF0353                         *CURRENT SURVEY CONTROL
 CF0353  ___________________________________________________________________
 CF0353* NAD 83(1992)-  31 25 53.50407(N)    109 51 25.44811(W)     ADJUSTED  
 CF0353* NAVD 88     -      1479.6    (meters)    4854.     (feet)  VERTCON   
 CF0353  ___________________________________________________________________
 CF0353  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CF0353  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0353
 CF0353  HORZ ORDER  -  SECOND
 CF0353
 CF0353.The horizontal coordinates were established by classical geodetic methods
 CF0353.and adjusted by the National Geodetic Survey in August 1993..
 CF0353
 CF0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0353
 CF0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0353
 CF0353.The geoid height was determined by GEOID03.
 CF0353
 CF0353;                    North         East     Units Scale Factor Converg.
 CF0353;SPC AZ E     -    47,881.665   242,791.041   MT  0.99991068   +0 09 41.2
 CF0353;SPC AZ E     -   157,092.08    796,558.53   iFT  0.99991068   +0 09 41.2
 CF0353;UTM  12      - 3,477,992.781   608,620.005   MT  0.99974552   +0 35 45.9
 CF0353
 CF0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0353!SPC AZ E     -   0.99977202  x   0.99991068  =   0.99968272
 CF0353!UTM  12      -   0.99977202  x   0.99974552  =   0.99951760
 CF0353
 CF0353:                Primary Azimuth Mark                     Grid Az
 CF0353:SPC AZ E     -  GULCH AZ MK                              080 09 35.3
 CF0353:UTM  12      -  GULCH AZ MK                              079 43 30.6
 CF0353
 CF0353|---------------------------------------------------------------------|
 CF0353| PID    Reference Object                     Distance      Geod. Az  |
 CF0353|                                                           dddmmss.s |
 CF0353| CC6630 GULCH AZ MK                                        0801916.5 |
 CF0353| CC6631 GULCH RM 1                           19.451 METERS 14926     |
 CF0353| CC6632 GULCH RM 2                           13.850 METERS 27040     |
 CF0353|---------------------------------------------------------------------|
 CF0353
 CF0353                          SUPERSEDED SURVEY CONTROL
 CF0353
 CF0353  NAD 83(1986)-  31 25 53.50099(N)    109 51 25.43987(W) AD(       ) 2
 CF0353  NAD 27      -  31 25 53.13800(N)    109 51 23.17200(W) AD(       ) 2
 CF0353  NGVD 29 (03/13/91) 1478.7    (m)         4851.     (f) VERT ANG       
 CF0353
 CF0353.Superseded values are not recommended for survey control.
 CF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0353.See file dsdata.txt to determine how the superseded data were derived.
 CF0353
 CF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0862077993(NAD 83)
 CF0353_MARKER: DS = TRIANGULATION STATION DISK
 CF0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CF0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0353+STABILITY: SURFACE MOTION
 CF0353
 CF0353  HISTORY     - Date     Condition        Report By
 CF0353  HISTORY     - 1938     MONUMENTED       CGS
 CF0353  HISTORY     - 1944     GOOD             CGS
 CF0353  HISTORY     - 1956     GOOD             USGS
 CF0353  HISTORY     - 1958     GOOD             AMS
 CF0353  HISTORY     - 1981     GOOD             LOCENG
 CF0353  HISTORY     - 1982     GOOD             AZDT
 CF0353  HISTORY     - 1986     GOOD             AZDT
 CF0353
 CF0353                          STATION DESCRIPTION
 CF0353
 CF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0353'LOCATED ON U.S. HIGHWAY 80, ABOUT 3.8 MILES E OF BISBEE, ARIZ.,
 CF0353'ABOUT 2.4 MILES E OF LOWELL, ARIZ., AND ABOUT 20 MILES W OF
 CF0353'DOUGLAS.  THE MARK IS 36 FEET S OF THE CENTER LINE OF U.S.
 CF0353'HIGHWAY 80.  THE AZIMUTH MARK IS SET IN THE S SHOULDER OF A
 CF0353'CULVERT.  THE CULVERT IS ABOUT 50 FEET E OF A SMALL BRIDGE WITH
 CF0353'A STEEL RAILING ON EACH SIDE.
 CF0353'
 CF0353'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD
 CF0353'BRONZE DISKS SET IN CONCRETE.
 CF0353'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 CF0353'BOULDER.
 CF0353'
 CF0353'THE STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CF0353'WITH ARIZONA HIGHWAY 92 IN LOWELL, BY GOING E ON U.S. HIGHWAY
 CF0353'80 FOR 2.4 MILES TO THE STATION ON THE RIGHT.
 CF0353
 CF0353                          STATION RECOVERY (1944)
 CF0353
 CF0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0353'ORIGINAL DESCRIPTION SATISFACTORY.  STATION RECOVERED IN GOOD
 CF0353'CONDITION.
 CF0353
 CF0353                          STATION RECOVERY (1956)
 CF0353
 CF0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CF0353'STATION, REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND AS
 CF0353'DESCRIBED.
 CF0353'
 CF0353'LOCATED ON U.S. HIGHWAY 80, ABOUT 3.8 MILES E OF BISBEE, ABOUT
 CF0353'2.4 MILES OF LOWELL, AND ABOUT 20 MILES W OF DOUGLAS.  THE
 CF0353'MARK IS 36 FEET S OF THE CENTERLINE OF OLD U.S. HIGHWAY 80,
 CF0353'(CEMENT) 170 FEET N OF THE CENTERLINE OF NEW U.S. HIGHWAY 80.
 CF0353'
 CF0353'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 WITH ARIZONA
 CF0353'HIGHWAY 92 IN LOWELL, BY GOING E ON U.S. HIGHWAY 80 FOR 2.35
 CF0353'MILES TO THE STATION AT THE TOP OF THE CUT ON THE LEFT N.
 CF0353
 CF0353                          STATION RECOVERY (1958)
 CF0353
 CF0353'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0353'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 CF0353'AS DESCRIBED.
 CF0353'
 CF0353'THE STATION IS LOCATED 36 FEET S OF OLD U.S. HIGHWAY 80.
 CF0353'162 FEET N OF NEW U.S.HIGHWAY 80.  74 FEET E OF CENTER OF LARGE
 CF0353'BUSH.
 CF0353
 CF0353                          STATION RECOVERY (1981)
 CF0353
 CF0353'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WHT)
 CF0353'GULCH RECOVERED GOOD.
 CF0353'
 CF0353'GULCH NO. 1 AND NO. 2 RECOVERED GOOD.
 CF0353'
 CF0353'GULCH AZ. MK. RECOVERED GOOD.
 CF0353'
 CF0353'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI E OF BISBEE.
 CF0353
 CF0353                          STATION RECOVERY (1982)
 CF0353
 CF0353'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0353'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CF0353'GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED FROM THE STATION.
 CF0353'A NEW ROUTE TO THE STATION FOLLOWS.
 CF0353'
 CF0353'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 80 AND STATE
 CF0353'ROUTE 92 IN BISBEE, TRAVEL EAST ON US 80 FOR 2.1 MILES TO A HIGHWAY
 CF0353'CUT AND END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 150 FEET TO THE
 CF0353'STATION.
 CF0353
 CF0353                          STATION RECOVERY (1986)
 CF0353
 CF0353'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0353'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.  THE ROUTE TO THE
 CF0353'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DU0876 ***********************************************************************
 DU0876  DESIGNATION -  GUN
 DU0876  PID         -  DU0876
 DU0876  STATE/COUNTY-  AZ/MARICOPA
 DU0876  USGS QUAD   -  TEMPE (1982)
 DU0876
 DU0876                         *CURRENT SURVEY CONTROL
 DU0876  ___________________________________________________________________
 DU0876* NAD 83(1992)-  33 27 42.16658(N)    111 57 07.89249(W)     ADJUSTED  
 DU0876* NAVD 88     -       401.461  (meters)    1317.13   (feet)  ADJUSTED  
 DU0876  ___________________________________________________________________
 DU0876  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DU0876  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0876  DYNAMIC HT  -         400.996 (meters)    1315.60  (feet)  COMP
 DU0876  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DU0876
 DU0876  HORZ ORDER  -  SECOND
 DU0876  VERT ORDER  -  SECOND    CLASS 0
 DU0876
 DU0876.The horizontal coordinates were established by classical geodetic methods
 DU0876.and adjusted by the National Geodetic Survey in August 1993..
 DU0876
 DU0876.The orthometric height was determined by differential leveling
 DU0876.and adjusted by the National Geodetic Survey in November 1993..
 DU0876
 DU0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0876
 DU0876.The geoid height was determined by GEOID03.
 DU0876
 DU0876.The dynamic height is computed by dividing the NAVD 88
 DU0876.geopotential number by the normal gravity value computed on the
 DU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0876.degrees latitude (g = 980.6199 gals.).
 DU0876
 DU0876.The modeled gravity was interpolated from observed gravity values.
 DU0876
 DU0876;                    North         East     Units Scale Factor Converg.
 DU0876;SPC AZ C     -   272,954.910   210,057.740   MT  0.99990013   -0 01 10.5
 DU0876;SPC AZ C     -   895,521.36    689,165.81   iFT  0.99990013   -0 01 10.5
 DU0876;UTM  12      - 3,702,879.816   411,514.730   MT  0.99969653   -0 31 30.2
 DU0876
 DU0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0876!SPC AZ C     -   0.99994164  x   0.99990013  =   0.99984178
 DU0876!UTM  12      -   0.99994164  x   0.99969653  =   0.99963819
 DU0876
 DU0876|---------------------------------------------------------------------|
 DU0876| PID    Reference Object                     Distance      Geod. Az  |
 DU0876|                                                           dddmmss.s |
 DU0876| DU0877 GUN RM 1                              5.327 METERS 02811     |
 DU0876| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 4.5 KM 0875851.4 |
 DU0876| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 1.3 KM 1461608.2 |
 DU0876| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 2.3 KM 1522259.3 |
 DU0876| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 3.3 KM 2862027.2 |
 DU0876| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 5.0 KM 2904656.7 |
 DU0876| DU0875 GUN RM 2                              7.563 METERS 30358     |
 DU0876| DU2184 PAPAGO                              APPROX. 0.6 KM 3283405.6 |
 DU0876|---------------------------------------------------------------------|
 DU0876
 DU0876                          SUPERSEDED SURVEY CONTROL
 DU08